














                                  SURVEY CONTROL DATA
                                
                             STATE=GA
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3862 ***********************************************************************
 DG3862  DESIGNATION -  033 62
 DG3862  PID         -  DG3862
 DG3862  STATE/COUNTY-  GA/COBB
 DG3862  USGS QUAD   -  SANDY SPRINGS (1993)
 DG3862
 DG3862                         *CURRENT SURVEY CONTROL
 DG3862  ___________________________________________________________________
 DG3862* NAD 83(1994)-  33 53 04.42570(N)    084 28 09.91473(W)     ADJUSTED  
 DG3862* NAVD 88     -       284.8    (meters)     934.     (feet)  VERTCON   
 DG3862  ___________________________________________________________________
 DG3862  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DG3862  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG3862
 DG3862  HORZ ORDER  -  SECOND
 DG3862
 DG3862.The horizontal coordinates were established by GPS observations
 DG3862.and adjusted by the National Geodetic Survey in September 1997..
 DG3862
 DG3862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3862
 DG3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3862
 DG3862.The geoid height was determined by GEOID03.
 DG3862
 DG3862;                    North         East     Units Scale Factor Converg.
 DG3862;SPC GA W     -   430,741.760   671,995.101   MT  0.99990967   -0 10 07.7
 DG3862;SPC GA W     - 1,413,191.92  2,204,703.93   sFT  0.99990967   -0 10 07.7
 DG3862;UTM  16      - 3,752,239.243   734,038.168   MT  1.00027528   +1 24 41.4
 DG3862
 DG3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3862!SPC GA W     -   0.99995992  x   0.99990967  =   0.99986960
 DG3862!UTM  16      -   0.99995992  x   1.00027528  =   1.00023519
 DG3862
 DG3862                          SUPERSEDED SURVEY CONTROL
 DG3862
 DG3862  NAD 83(1994)-  33 53 04.43220(N)    084 28 09.91428(W) AD(       ) 2
 DG3862  NGVD 29 (11/09/93)  284.8    (m)          934.     (f) GPS OBS        
 DG3862
 DG3862.Superseded values are not recommended for survey control.
 DG3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3862.See file dsdata.txt to determine how the superseded data were derived.
 DG3862
 DG3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3403852239(NAD 83)
 DG3862_MARKER: DD = SURVEY DISK
 DG3862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3862_SP_SET: CONCRETE POST
 DG3862_STAMPING: 033-62
 DG3862_MARK LOGO: GADT  
 DG3862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3862+STABILITY: SURFACE MOTION
 DG3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3862+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1991
 DG3862
 DG3862  HISTORY     - Date     Condition        Report By
 DG3862  HISTORY     - 1978     MONUMENTED       GADT
 DG3862  HISTORY     - 19911111 GOOD
 DG3862
 DG3862                          STATION DESCRIPTION
 DG3862
 DG3862'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978
 DG3862'THE STATION IS LOCATED IN THE SOUTHEAST PART OF MARIETTA, EAST OF
 DG3862'SMYRNA, NORTHWEST OF ATLANTA, AT THE I-285 BRIDGE OVERPASSING STATE
 DG3862'TRUNK HIGHWAY 41 (COBB PARKWAY).  OWNERSHIP--I-285 RIGHT-OF-WAY.
 DG3862'$
 DG3862'THE STATION IS 0.60 MI (0.97 KM) SOUTHWEST OF I-75 ALONG I-285, AT
 DG3862'THE SOUTHEAST CORNER OF OVERPASS.
 DG3862'$
 DG3862'THE STATION IS A 3 1/2 IN. BRONZE CAP SET IN A 4X4 IN. X 3 FT.
 DG3862'CONTRAST POST, CAST--STATE HIGHWAY DEPARTMENT OF GEORGIA, DIVISION OF
 DG3862'SURVEYS AND AERIAL MAPPING, CONTROL STATION,NO.BV--, STAMPED--033-62--
 DG3862'15 IN. BELOW GROUND. IT IS 30 FT (9.14 M) NE. OF THE NE. END OF
 DG3862'THE ABUTMENT HEADWALL, 17 FT (5.18 M)  SOUTHEAST OF THE ROAD EDGE OF
 DG3862'PAVEMENT, AND 1 FT (0.30 M)  SOUTH OF THE FIFTH GUARDRAIL POST
 DG3862'NORTHEAST OF BRIDGE.
 DG3862
 DG3862                          STATION RECOVERY (1991)
 DG3862
 DG3862'RECOVERED 1991
 DG3862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6261 ***********************************************************************
 AI6261  SACS        -  This is a Secondary Airport Control Station.
 AI6261  DESIGNATION -  09J A
 AI6261  PID         -  AI6261
 AI6261  STATE/COUNTY-  GA/GLYNN
 AI6261  USGS QUAD   -  JEKYLL ISLAND (1993)
 AI6261
 AI6261                         *CURRENT SURVEY CONTROL
 AI6261  ___________________________________________________________________
 AI6261* NAD 83(1994)-  31 04 24.09716(N)    081 25 38.39725(W)     ADJUSTED  
 AI6261* NAVD 88     -         2.77   (meters)       9.1    (feet)  GPS OBS   
 AI6261  ___________________________________________________________________
 AI6261  X           -     815,046.522 (meters)                     COMP
 AI6261  Y           -  -5,406,687.118 (meters)                     COMP
 AI6261  Z           -   3,272,849.087 (meters)                     COMP
 AI6261  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AI6261  ELLIP HEIGHT-         -26.13  (meters)          (07/11/00) GPS OBS
 AI6261  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AI6261
 AI6261  HORZ ORDER  -  FIRST
 AI6261  ELLP ORDER  -  FIFTH     CLASS I
 AI6261
 AI6261.This mark is at Jekyll Island Airport (09J)
 AI6261
 AI6261.The horizontal coordinates were established by GPS observations
 AI6261.and adjusted by the National Geodetic Survey in July 2000..
 AI6261
 AI6261.The orthometric height was determined by GPS observations and a
 AI6261.high-resolution geoid model.
 AI6261
 AI6261.GPS derived orthometric heights for airport stations designated as
 AI6261.PACS or SACS are published to 2 decimal places.  This maintains
 AI6261.centimeter relative accuracy between the PACS and SACS.  It does
 AI6261.not indicate centimeter accuracy relative to other marks which are
 AI6261.part of the NAVD 88 network.
 AI6261
 AI6261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6261
 AI6261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6261
 AI6261.The ellipsoidal height was determined by GPS observations
 AI6261.and is referenced to NAD 83.
 AI6261
 AI6261.The geoid height was determined by GEOID03.
 AI6261
 AI6261;                    North         East     Units Scale Factor Converg.
 AI6261;SPC GA E     -   119,217.433   270,549.312   MT  0.99996137   +0 22 53.8
 AI6261;SPC GA E     -   391,132.53    887,627.20   sFT  0.99996137   +0 22 53.8
 AI6261;UTM  17      - 3,437,810.609   459,235.329   MT  0.99962050   -0 13 14.0
 AI6261
 AI6261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6261!SPC GA E     -   1.00000410  x   0.99996137  =   0.99996547
 AI6261!UTM  17      -   1.00000410  x   0.99962050  =   0.99962460
 AI6261
 AI6261:                Primary Azimuth Mark                     Grid Az
 AI6261:SPC GA E     -  JEKPORT                                  173 42 08.9
 AI6261:UTM  17      -  JEKPORT                                  174 18 16.7
 AI6261
 AI6261|---------------------------------------------------------------------|
 AI6261| PID    Reference Object                     Distance      Geod. Az  |
 AI6261|                                                           dddmmss.s |
 AI6261| BR1592 JEKPORT                             414.200 METERS 1740502.7 |
 AI6261|---------------------------------------------------------------------|
 AI6261
 AI6261                          SUPERSEDED SURVEY CONTROL
 AI6261
 AI6261.No superseded survey control is available for this station.
 AI6261
 AI6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5923537811(NAD 83)
 AI6261_MARKER: DD = SURVEY DISK
 AI6261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI6261_STAMPING: 09J A 1998
 AI6261_MARK LOGO: NGS   
 AI6261_PROJECTION: RECESSED 3 CENTIMETERS
 AI6261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6261+STABILITY: SURFACE MOTION
 AI6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6261+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI6261_ROD/PIPE-DEPTH: 1.03 meters
 AI6261
 AI6261  HISTORY     - Date     Condition        Report By
 AI6261  HISTORY     - 1998     MONUMENTED       NGS
 AI6261  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 AI6261
 AI6261                          STATION DESCRIPTION
 AI6261
 AI6261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI6261'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF BRUNSWICK,
 AI6261'ON JEKYLL ISLAND AND ON THE WEST SIDE OF THE ISLAND, AT THE JEKYLL
 AI6261'ISLAND AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL
 AI6261'TAXI, AND ALONG THE NORTH SIDE OF THE 2ND CONNECTOR TAXI NORTH OF
 AI6261'RUNWAY END 36.  OWNERSHIP--JEKYLL ISLAND AIRPORT AUTHORITY, 375
 AI6261'RIVERVIEW DRIVE, JEKYLL ISLAND, GA 31527.  AIRPORT MANAGER IS AL
 AI6261'ELFER.  PHONE 912-635-2236.  TO REACH FROM THE JUNCTION OF U.S.
 AI6261'HIGHWAY 17 AND STATE HIGHWAY 520 (DOWNING MUSGROVE CAUSEWAY/JEKYLL
 AI6261'ISLAND ROAD) ABOUT 6 KM (3.70 MI) SOUTH OF BRUNSWICK, GO EAST ON
 AI6261'HIGHWAY 520 FOR 9.0 KM (5.60 MI) TO THE EAST END OF THE BRIDGE OVER
 AI6261'JEKYLL CREEK.  CONTINUE AHEAD, EAST, ON HIGHWAY 520 FOR 0.8 KM (0.50
 AI6261'MI) PASSING A GUARD BOOTH TO A TURN AROUND IN THE MEDIAN.  TURN LEFT,
 AI6261'NORTH, THE LEFT, WEST, ON HIGHWAY 520 FOR 0.2 KM (0.10 MI) TO A PAVED
 AI6261'ROAD RIGHT.  TURN RIGHT, NORTH, ON RIVERVIEW ROAD FOR 0.6 KM (0.35 MI)
 AI6261'TO A FORK.  BEAR RIGHT, NORTHEAST, ON STABLE ROAD PASSING AROUND THE
 AI6261'HISTORIC DISTRICT FOR 2.7 KM (1.65 MI) TO THE NORTH END OF THE AIRPORT
 AI6261'PARKING AREA ON THE LEFT.  TURN LEFT, WEST, PASSING THE A GATE FOR 0.1
 AI6261'KM (0.05 MI) TO THE PARALLEL TAXI, A CONNECTOR TAXI ON THE RIGHT AND
 AI6261'THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK ATOP A 1 M
 AI6261'(3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AI6261'SURROUNDED BY CONCRETE RECESSED 3 CM BELOW THE GROUND.  IT IS 30.8 M
 AI6261'(101.0 FT) EAST OF THE RUNWAY CENTER, 19.8 M (65.0 FT) NORTH OF THE
 AI6261'CONNECTOR TAXI CENTER, 15.1 M (49.5 FT) WEST OF THE PARALLEL TAXI
 AI6261'CENTER, 13.8 M (45.3 FT) EAST OF THE EAST 1 OF 2 TAXI LIGHTS, 10.9 M
 AI6261'(35.8 FT) NORTH-NORTHEAST OF TAXI LIGHT NUMBER T10 ALONG THE CONNECTOR
 AI6261'TAXI, AND 0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 AI6261'NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
 AI6261
 AI6261                          STATION RECOVERY (2005)
 AI6261
 AI6261'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 AI6261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1092 ***********************************************************************
 CL1092  DESIGNATION -  1
 CL1092  PID         -  CL1092
 CL1092  STATE/COUNTY-  GA/BIBB
 CL1092  USGS QUAD   -  MACON WEST (1985)
 CL1092
 CL1092                         *CURRENT SURVEY CONTROL
 CL1092  ___________________________________________________________________
 CL1092* NAD 83(1986)-  32 49 41.     (N)    083 38 44.     (W)     SCALED    
 CL1092* NAVD 88     -       121.096  (meters)     397.30   (feet)  ADJUSTED  
 CL1092  ___________________________________________________________________
 CL1092  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CL1092  DYNAMIC HT  -         120.963 (meters)     396.86  (feet)  COMP
 CL1092  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 CL1092
 CL1092  VERT ORDER  -  SECOND    CLASS 0
 CL1092
 CL1092.The horizontal coordinates were scaled from a topographic map and have
 CL1092.an estimated accuracy of +/- 6 seconds.
 CL1092
 CL1092.The orthometric height was determined by differential leveling
 CL1092.and adjusted by the National Geodetic Survey in June 1991..
 CL1092
 CL1092.The geoid height was determined by GEOID03.
 CL1092
 CL1092.The dynamic height is computed by dividing the NAVD 88
 CL1092.geopotential number by the normal gravity value computed on the
 CL1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1092.degrees latitude (g = 980.6199 gals.).
 CL1092
 CL1092.The modeled gravity was interpolated from observed gravity values.
 CL1092
 CL1092;                    North         East    Units  Estimated Accuracy
 CL1092;SPC GA W     -   313,650.      748,790.      MT  (+/- 180 meters Scaled)
 CL1092
 CL1092                          SUPERSEDED SURVEY CONTROL
 CL1092
 CL1092  NGVD 29 (??/??/92)  121.227  (m)          397.73   (f) ADJ UNCH    2 0
 CL1092
 CL1092.Superseded values are not recommended for survey control.
 CL1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1092.See file dsdata.txt to determine how the superseded data were derived.
 CL1092
 CL1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS523353(NAD 83)
 CL1092_MARKER: Q = CHISELED SQUARE
 CL1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL1092_SP_SET: CONCRETE BASE
 CL1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1092
 CL1092  HISTORY     - Date     Condition        Report By
 CL1092  HISTORY     - UNK      MONUMENTED       CGS
 CL1092  HISTORY     - 1958     GOOD             NGS
 CL1092
 CL1092                          STATION DESCRIPTION
 CL1092
 CL1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CL1092'AT MACON.
 CL1092'AT MASON, ALONG THE CENTRAL OF GEORGIA RAILWAY, ABOUT 0.8
 CL1092'MILE WEST OF BROADWAY OVERPASS OVER TRACK, NEAR THE JUNCTION OF
 CL1092'CALHOUN STREET AND EDGEWOOD AVENUE, ABOUT 11 RAILS NORTHWEST OF
 CL1092'MILE POST S 193, ABOUT 0.1 MILE SOUTHEAST OF THE ELM STREET
 CL1092'OVERPASS, AND OUTLINED SQUARE ON THE TOP OF THE EAST CORNER OF
 CL1092'A CONCRETE BASE OF AN ABANDONED SIGNAL, 7 FEET SOUTHWEST OF
 CL1092'SOUTHWEST RAIL, 24 FEET NORTHWEST OF EXTENDED CENTER LINE OF
 CL1092'CALHOUN STREET, 1 1/2 FEET ABOVE GROUND AND ABOUT 1/2 FOOT
 CL1092'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0371 ***********************************************************************
 BR0371  DESIGNATION -  1 A
 BR0371  PID         -  BR0371
 BR0371  STATE/COUNTY-  GA/MCINTOSH
 BR0371  USGS QUAD   -  EULONIA (1980)
 BR0371
 BR0371                         *CURRENT SURVEY CONTROL
 BR0371  ___________________________________________________________________
 BR0371* NAD 83(1986)-  31 36 02.     (N)    081 24 27.     (W)     SCALED    
 BR0371* NAVD 88     -         6.280  (meters)      20.60   (feet)  ADJUSTED  
 BR0371  ___________________________________________________________________
 BR0371  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 BR0371  DYNAMIC HT  -           6.273 (meters)      20.58  (feet)  COMP
 BR0371  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 BR0371
 BR0371  VERT ORDER  -  FIRST     CLASS I
 BR0371
 BR0371.The horizontal coordinates were scaled from a topographic map and have
 BR0371.an estimated accuracy of +/- 6 seconds.
 BR0371
 BR0371.The orthometric height was determined by differential leveling
 BR0371.and adjusted by the National Geodetic Survey in May 1994..
 BR0371
 BR0371.The geoid height was determined by GEOID03.
 BR0371
 BR0371.The dynamic height is computed by dividing the NAVD 88
 BR0371.geopotential number by the normal gravity value computed on the
 BR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0371.degrees latitude (g = 980.6199 gals.).
 BR0371
 BR0371.The modeled gravity was interpolated from observed gravity values.
 BR0371
 BR0371;                    North         East    Units  Estimated Accuracy
 BR0371;SPC GA E     -   177,680.      272,040.      MT  (+/- 180 meters Scaled)
 BR0371
 BR0371                          SUPERSEDED SURVEY CONTROL
 BR0371
 BR0371  NAVD 88 (06/15/91)    6.287  (m)           20.63   (f) UNKNOWN     1 1
 BR0371  NGVD 29 (09/01/92)    6.579  (m)           21.58   (f) ADJUSTED    1 1
 BR0371
 BR0371.Superseded values are not recommended for survey control.
 BR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0371.See file dsdata.txt to determine how the superseded data were derived.
 BR0371
 BR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ613962(NAD 83)
 BR0371_MARKER: B = BOLT
 BR0371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BR0371_SP_SET: HEADWALL
 BR0371_STAMPING: 1 A
 BR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0371+STABILITY: SURFACE MOTION
 BR0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0371+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 BR0371
 BR0371  HISTORY     - Date     Condition        Report By
 BR0371  HISTORY     - UNK      MONUMENTED       GAHD
 BR0371  HISTORY     - 1975     GOOD             NGS
 BR0371  HISTORY     - 19910315 GOOD             NGS
 BR0371
 BR0371                          STATION DESCRIPTION
 BR0371
 BR0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0371'5.6 MI N FROM EULONIA.
 BR0371'5.6 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION OF
 BR0371'STATE HIGHWAY 99 AT EULONIA, AT THE SOUTHWEST END OF A CURVE, IN
 BR0371'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 BR0371'OF A 20-FOOT BRIDGE, 24.8 FEET SOUTHEAST OF THE CENTER LINE OF
 BR0371'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BR0371
 BR0371                          STATION RECOVERY (1991)
 BR0371
 BR0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0371'16.5 KM (10.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 BR0371'OFFICE IN RICEBORO, A BOLT IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF
 BR0371'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A BOX CULVERT
 BR0371'UNDER THE HIGHWAY, 11.0 M (36.1 FT) SOUTHWEST OF UNDERGROUND CABLE
 BR0371'JUNCTION BOX NUMBER L 1200 T 14, 7.4 M (24.3 FT) SOUTHEAST OF THE
 BR0371'HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BR0371'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1373 ***********************************************************************
 BR1373  DESIGNATION -  1 A
 BR1373  PID         -  BR1373
 BR1373  STATE/COUNTY-  GA/MCINTOSH
 BR1373  USGS QUAD   -  DOBOY SOUND (1993)
 BR1373
 BR1373                         *CURRENT SURVEY CONTROL
 BR1373  ___________________________________________________________________
 BR1373* NAD 83(1994)-  31 29 09.88650(N)    081 18 23.70046(W)     ADJUSTED  
 BR1373* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1373  ___________________________________________________________________
 BR1373  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BR1373  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 BR1373
 BR1373  HORZ ORDER  -  THIRD
 BR1373
 BR1373.The horizontal coordinates were established by classical geodetic methods
 BR1373.and adjusted by the National Geodetic Survey in September 1997..
 BR1373
 BR1373.The orthometric height was scaled from a topographic map.
 BR1373
 BR1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1373
 BR1373.The geoid height was determined by GEOID03.
 BR1373
 BR1373;                    North         East     Units Scale Factor Converg.
 BR1373;SPC GA E     -   165,058.219   281,715.238   MT  0.99998233   +0 26 57.3
 BR1373;SPC GA E     -   541,528.51    924,260.74   sFT  0.99998233   +0 26 57.3
 BR1373;UTM  17      - 3,483,514.486   470,881.134   MT  0.99961046   -0 09 36.5
 BR1373
 BR1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1373!SPC GA E     -   1.00000467  x   0.99998233  =   0.99998700
 BR1373!UTM  17      -   1.00000467  x   0.99961046  =   0.99961513
 BR1373
 BR1373:                Primary Azimuth Mark                     Grid Az
 BR1373:SPC GA E     -  AVIATION BCN 7                           255 50 29.0
 BR1373:UTM  17      -  AVIATION BCN 7                           256 27 02.8
 BR1373
 BR1373|---------------------------------------------------------------------|
 BR1373| PID    Reference Object                     Distance      Geod. Az  |
 BR1373|                                                           dddmmss.s |
 BR1373| BR1375 AVIATION BCN 7                      APPROX. 3.8 KM 2561726.3 |
 BR1373| CW5387 1 A RM 2                              9.585 METERS 30454     |
 BR1373| CW5386 1 A RM 1                              8.317 METERS 35310     |
 BR1373|---------------------------------------------------------------------|
 BR1373
 BR1373                          SUPERSEDED SURVEY CONTROL
 BR1373
 BR1373  NAD 83(1986)-  31 29 09.89939(N)    081 18 23.70586(W) AD(       ) 3
 BR1373  NAD 27      -  31 29 09.10500(N)    081 18 24.34500(W) AD(       ) 3
 BR1373
 BR1373.Superseded values are not recommended for survey control.
 BR1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1373.See file dsdata.txt to determine how the superseded data were derived.
 BR1373
 BR1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7088183514(NAD 83)
 BR1373_MARKER: DD = SURVEY DISK
 BR1373_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BR1373_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1373
 BR1373  HISTORY     - Date     Condition        Report By
 BR1373  HISTORY     - 1933     MONUMENTED       USE
 BR1373  HISTORY     - 1952     GOOD             CGS
 BR1373  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BR1373
 BR1373                          STATION DESCRIPTION
 BR1373
 BR1373'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1373'ON THE N SHORE OF MUD RIVER ABOUT 1 MILE E OF THE MOUTH OF CREIGHTON
 BR1373'NARROWS, ABOUT 60 M. W OF THE W END OF A SMALL MARSH ISLAND AND ABOUT
 BR1373'50 M. W OF A SMALL POINT OF MARSH WHICH PROJECTS ABOUT 30 M. OUT
 BR1373'FROM THE GENERAL LINE OF THE SHORE.  STATION IS ABOUT 2 M. FROM
 BR1373'HWL.  BOTH REFERENCE MARKS ARE INSHORE FROM THE STATION ABOUT 12
 BR1373'M. OFF HWL.  STATION SHOULD BE APPROACHED ONLY AT HALF TIDE OR
 BR1373'MORE.
 BR1373
 BR1373                          STATION RECOVERY (1952)
 BR1373
 BR1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1373'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BR1373'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND
 BR1373'WERE FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BR1373'WITH THE FOLLOWING ADDITIONS--
 BR1373'
 BR1373'STATION IS ABOUT 150.0 FT. SW OF THE MOUTH OF A SMALL CREEK ENTERING
 BR1373'MUD RIVER FROM THE NW, AND 2.0 M. INSHORE FROM THE EDGE OF THE
 BR1373'MARSH.
 BR1373'
 BR1373'STATION MARK IS STAMPED 1 A USE 1933 AND PROJECTS 1.0 FT. ABOVE
 BR1373'THE GROUND.
 BR1373'
 BR1373'REFERENCE MARK 1 IS STAMPED 1 A USE NO 1 1933 AND PROJECTS 3 IN.
 BR1373'ABOVE THE GROUND.
 BR1373'
 BR1373'REFERENCE MARK 2 IS STAMPED 1 A USE NO 2 1933 AND PROJECTS 3 IN.
 BR1373'ABOVE THE GROUND.
 BR1373
 BR1373                          STATION RECOVERY (1965)
 BR1373
 BR1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1373'DESTROYED.  THE STATION WAS FOUND ON THE HIGH-WATER LINE LEANING AT
 BR1373'A 45 DEGREE ANGLE.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BR1373'CONDITION.
 BR1373'
 BR1373'THE 1952 RECOVERY NOTE BY P.T. IS ADEQUATE WITH THE FOLLOWING
 BR1373'ADDITION.  REFERENCE MARK 2 IS DUE WEST OF THE SOUTH END OF A MARSH
 BR1373'ISLET, 34 FEET WEST OF THE MEAN HIGH-WATER LINE AND 1 FOOT SOUTH
 BR1373'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0646 ***********************************************************************
 BR0646  DESIGNATION -  1 B
 BR0646  PID         -  BR0646
 BR0646  STATE/COUNTY-  GA/MCINTOSH
 BR0646  USGS QUAD   -  DARIEN (1993)
 BR0646
 BR0646                         *CURRENT SURVEY CONTROL
 BR0646  ___________________________________________________________________
 BR0646* NAD 83(1986)-  31 21 27.     (N)    081 26 34.     (W)     SCALED    
 BR0646* NAVD 88     -         3.691  (meters)      12.11   (feet)  ADJUSTED  
 BR0646  ___________________________________________________________________
 BR0646  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 BR0646  DYNAMIC HT  -           3.687 (meters)      12.10  (feet)  COMP
 BR0646  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 BR0646
 BR0646  VERT ORDER  -  FIRST     CLASS I
 BR0646
 BR0646.The horizontal coordinates were scaled from a topographic map and have
 BR0646.an estimated accuracy of +/- 6 seconds.
 BR0646
 BR0646.The orthometric height was determined by differential leveling
 BR0646.and adjusted by the National Geodetic Survey in June 1991..
 BR0646
 BR0646.The geoid height was determined by GEOID03.
 BR0646
 BR0646.The dynamic height is computed by dividing the NAVD 88
 BR0646.geopotential number by the normal gravity value computed on the
 BR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0646.degrees latitude (g = 980.6199 gals.).
 BR0646
 BR0646.The modeled gravity was interpolated from observed gravity values.
 BR0646
 BR0646;                    North         East    Units  Estimated Accuracy
 BR0646;SPC GA E     -   150,710.      268,870.      MT  (+/- 180 meters Scaled)
 BR0646
 BR0646                          SUPERSEDED SURVEY CONTROL
 BR0646
 BR0646  NGVD 29 (09/01/92)    3.990  (m)           13.09   (f) ADJUSTED    1 1
 BR0646
 BR0646.Superseded values are not recommended for survey control.
 BR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0646.See file dsdata.txt to determine how the superseded data were derived.
 BR0646
 BR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ578693(NAD 83)
 BR0646_MARKER: B = BOLT
 BR0646_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BR0646_SP_SET: CURB
 BR0646_STAMPING: 1 B
 BR0646_MARK LOGO: GAGS  
 BR0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0646+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 BR0646
 BR0646  HISTORY     - Date     Condition        Report By
 BR0646  HISTORY     - UNK      MONUMENTED       GAGS
 BR0646  HISTORY     - 1975     GOOD             NGS
 BR0646  HISTORY     - 19910322 GOOD             NGS
 BR0646  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 BR0646
 BR0646                          STATION DESCRIPTION
 BR0646
 BR0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0646'1 MI S FROM DARIEN.
 BR0646'1.00 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0646'AT DARIEN, IN THE TOP NORTH END OF THE WEST CONCRETE GUARD RAIL
 BR0646'BASE OF BRIDGE OVER BUTLER RIVER, 12.6 FEET WEST OF CENTER
 BR0646'LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BR0646'HIGHWAY.
 BR0646
 BR0646                          STATION RECOVERY (1991)
 BR0646
 BR0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0646'1.8 KM (1.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0646'IN DARIEN, A BOLT IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST OF THE
 BR0646'NORTHEAST END OF THE NORTHWEST CONCRETE CURB OF THE HIGHWAY BRIDGE
 BR0646'SPANNING BUTLER RIVER, 4.1 M (13.5 FT) NORTHWEST OF THE HIGHWAY
 BR0646'CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 BR0646
 BR0646                          STATION RECOVERY (2004)
 BR0646
 BR0646'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0878 ***********************************************************************
 CL0878  DESIGNATION -  1 B 1
 CL0878  PID         -  CL0878
 CL0878  STATE/COUNTY-  GA/TWIGGS
 CL0878  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL0878
 CL0878                         *CURRENT SURVEY CONTROL
 CL0878  ___________________________________________________________________
 CL0878* NAD 83(1986)-  32 34 18.     (N)    083 31 08.     (W)     SCALED    
 CL0878* NAVD 88     -        79.347  (meters)     260.32   (feet)  ADJUSTED  
 CL0878  ___________________________________________________________________
 CL0878  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CL0878  DYNAMIC HT  -          79.258 (meters)     260.03  (feet)  COMP
 CL0878  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CL0878
 CL0878  VERT ORDER  -  FIRST     CLASS II
 CL0878
 CL0878.The horizontal coordinates were scaled from a topographic map and have
 CL0878.an estimated accuracy of +/- 6 seconds.
 CL0878
 CL0878.The orthometric height was determined by differential leveling
 CL0878.and adjusted by the National Geodetic Survey in June 1991..
 CL0878
 CL0878.The geoid height was determined by GEOID03.
 CL0878
 CL0878.The dynamic height is computed by dividing the NAVD 88
 CL0878.geopotential number by the normal gravity value computed on the
 CL0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0878.degrees latitude (g = 980.6199 gals.).
 CL0878
 CL0878.The modeled gravity was interpolated from observed gravity values.
 CL0878
 CL0878;                    North         East    Units  Estimated Accuracy
 CL0878;SPC GA W     -   285,290.      760,820.      MT  (+/- 180 meters Scaled)
 CL0878
 CL0878                          SUPERSEDED SURVEY CONTROL
 CL0878
 CL0878  NGVD 29 (??/??/92)   79.503  (m)          260.84   (f) ADJ UNCH    1 2
 CL0878
 CL0878.Superseded values are not recommended for survey control.
 CL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0878.See file dsdata.txt to determine how the superseded data were derived.
 CL0878
 CL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS635066(NAD 83)
 CL0878_MARKER: DD = SURVEY DISK
 CL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0878_STAMPING: 1 B 1 260.984
 CL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0878+STABILITY: SURFACE MOTION
 CL0878
 CL0878  HISTORY     - Date     Condition        Report By
 CL0878  HISTORY     - UNK      MONUMENTED       GAGS
 CL0878  HISTORY     - 1959     GOOD             NGS
 CL0878  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0878  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0878
 CL0878                          STATION DESCRIPTION
 CL0878
 CL0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0878'9.3 MI SE FROM HUBER.
 CL0878'ABOUT 9.3 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 CL0878'OFFICE AT HUBER, AT ADAMS PARK, AT A DIRT ROAD CROSSING, ON THE
 CL0878'INSIDE OF THE CONCRETE WALL AROUND THE OLD ABANDONED STATION
 CL0878'PLATFORM, 4 1/2 FEET EAST OF THE EAST RAIL, 14 FEET WEST-NORTHWEST
 CL0878'OF THE ADAMS PARK SIGN, 79 FEET NORTH OF THE CENTER LINE OF DIRT
 CL0878'ROAD, 1 FOOT EAST OF THE WEST PLATFORM WALL, ABOUT 1/2 FOOT ABOVE
 CL0878'THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 CL0878'PROJECTING 1 INCH.
 CL0878
 CL0878                          STATION RECOVERY (1973)
 CL0878
 CL0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0878'MARK NOT FOUND.
 CL0878
 CL0878                          STATION RECOVERY (1977)
 CL0878
 CL0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0526 ***********************************************************************
 CL0526  DESIGNATION -  1 B 15
 CL0526  PID         -  CL0526
 CL0526  STATE/COUNTY-  GA/TWIGGS
 CL0526  USGS QUAD   -  JEFFERSONVILLE (1985)
 CL0526
 CL0526                         *CURRENT SURVEY CONTROL
 CL0526  ___________________________________________________________________
 CL0526* NAD 83(1986)-  32 41 17.     (N)    083 20 50.     (W)     SCALED    
 CL0526* NAVD 88     -       159.272  (meters)     522.54   (feet)  POSTED    
 CL0526  ___________________________________________________________________
 CL0526  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CL0526  DYNAMIC HT  -         159.090 (meters)     521.95  (feet)  COMP
 CL0526  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CL0526
 CL0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL0526
 CL0526.The horizontal coordinates were scaled from a topographic map and have
 CL0526.an estimated accuracy of +/- 6 seconds.
 CL0526
 CL0526.The orthometric height was determined by differential leveling
 CL0526.and adjusted by the National Geodetic Survey in 1992..
 CL0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL0526.rate of 0.0 thru 1.0 mm/km.
 CL0526
 CL0526.The geoid height was determined by GEOID03.
 CL0526
 CL0526.The dynamic height is computed by dividing the NAVD 88
 CL0526.geopotential number by the normal gravity value computed on the
 CL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0526.degrees latitude (g = 980.6199 gals.).
 CL0526
 CL0526.The modeled gravity was interpolated from observed gravity values.
 CL0526
 CL0526;                    North         East    Units  Estimated Accuracy
 CL0526;SPC GA W     -   298,310.      776,840.      MT  (+/- 180 meters Scaled)
 CL0526
 CL0526                          SUPERSEDED SURVEY CONTROL
 CL0526
 CL0526  NGVD 29 (??/??/92)  159.40   (m)          523.0    (f) COMPUTED    1 2
 CL0526
 CL0526.Superseded values are not recommended for survey control.
 CL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0526.See file dsdata.txt to determine how the superseded data were derived.
 CL0526
 CL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS799191(NAD 83)
 CL0526_MARKER: DD = SURVEY DISK
 CL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0526_STAMPING: 1 B 15 522.853
 CL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0526+STABILITY: SURFACE MOTION
 CL0526
 CL0526  HISTORY     - Date     Condition        Report By
 CL0526  HISTORY     - UNK      MONUMENTED       GAGS
 CL0526  HISTORY     - 1934     GOOD             NGS
 CL0526  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL0526
 CL0526                          STATION DESCRIPTION
 CL0526
 CL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0526'IN JEFFERSONVILLE.
 CL0526'AT JEFFERSONVILLE, TWIGGS COUNTY, 200 FT NW OF THE CENTERLINE OF
 CL0526'THE STREET THAT PASSES ON THE NORTHWESTERN SIDE OF THE COURTHOUSE,
 CL0526'93.5 FT NE OF THE CENTERLINE OF THE RR CENTERLINE, 54.6 FT NW
 CL0526'OF THE CENTER OF A POWERLINE TRANSFORMER POLE, 7 FT NE OF THE
 CL0526'CENTERLINE OF A RR SPUR LINE, AND 6 FT NW OF THE PROJECTED PLANE
 CL0526'OF THE OUTSIDE EDGES OF THE NORTHWESTERN LEGS OF THE MUNICIPAL
 CL0526'WATER TANK.  A STANDARD GEORGIA GEODETIC SURVEY DISK STAMPED 1
 CL0526'B 15 522.853 AND SET IN THE TOP OF A CONCRETE POST THAT IS 3 IN
 CL0526'BELOW THE GROUND SURFACE.
 CL0526
 CL0526                          STATION RECOVERY (1962)
 CL0526
 CL0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1126 ***********************************************************************
 CL1126  DESIGNATION -  1 B 16
 CL1126  PID         -  CL1126
 CL1126  STATE/COUNTY-  GA/TWIGGS
 CL1126  USGS QUAD   -  JEFFERSONVILLE (1985)
 CL1126
 CL1126                         *CURRENT SURVEY CONTROL
 CL1126  ___________________________________________________________________
 CL1126* NAD 83(1986)-  32 40 53.     (N)    083 20 19.     (W)     SCALED    
 CL1126* NAVD 88     -       160.815  (meters)     527.61   (feet)  ADJUSTED  
 CL1126  ___________________________________________________________________
 CL1126  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CL1126  DYNAMIC HT  -         160.634 (meters)     527.01  (feet)  COMP
 CL1126  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 CL1126
 CL1126  VERT ORDER  -  FIRST     CLASS II
 CL1126
 CL1126.The horizontal coordinates were scaled from a topographic map and have
 CL1126.an estimated accuracy of +/- 6 seconds.
 CL1126
 CL1126.The orthometric height was determined by differential leveling
 CL1126.and adjusted by the National Geodetic Survey in June 1991..
 CL1126
 CL1126.The geoid height was determined by GEOID03.
 CL1126
 CL1126.The dynamic height is computed by dividing the NAVD 88
 CL1126.geopotential number by the normal gravity value computed on the
 CL1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1126.degrees latitude (g = 980.6199 gals.).
 CL1126
 CL1126.The modeled gravity was interpolated from observed gravity values.
 CL1126
 CL1126;                    North         East    Units  Estimated Accuracy
 CL1126;SPC GA W     -   297,570.      777,660.      MT  (+/- 180 meters Scaled)
 CL1126
 CL1126                          SUPERSEDED SURVEY CONTROL
 CL1126
 CL1126  NGVD 29 (??/??/92)  160.947  (m)          528.04   (f) ADJ UNCH    1 2
 CL1126
 CL1126.Superseded values are not recommended for survey control.
 CL1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1126.See file dsdata.txt to determine how the superseded data were derived.
 CL1126
 CL1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS807183(NAD 83)
 CL1126_MARKER: DD = SURVEY DISK
 CL1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1126_STAMPING: 1 B 16 527.919
 CL1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1126+STABILITY: SURFACE MOTION
 CL1126
 CL1126  HISTORY     - Date     Condition        Report By
 CL1126  HISTORY     - UNK      MONUMENTED       GAGS
 CL1126  HISTORY     - 1962     GOOD             NGS
 CL1126
 CL1126                          STATION DESCRIPTION
 CL1126
 CL1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1126'0.4 MI SE FROM JEFFERSONVILLE.
 CL1126'ABOUT 0.45 MILE SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL1126'FROM THE STATION AT JEFFERSONVILLE, 0.35 MILE SOUTHEAST OF
 CL1126'MILEPOST 23, 90 YARDS SOUTHEAST OF A DIRT ROAD CROSSING, AT THE
 CL1126'OUTSIDE OF A CURVE, 19.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CL1126'100 FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE CENTER LINE
 CL1126'OF U.S. HIGHWAY 80, 61 1/2 FEET SOUTHEAST OF TELEGRAPH POLE NO.
 CL1126'748, 11 1/2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 1.5
 CL1126'FEET NORTHWEST OF A STEEL WITNESS POST, 3 FEET ABOVE THE LEVEL
 CL1126'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST 3 INCHES
 CL1126'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0882 ***********************************************************************
 CL0882  DESIGNATION -  1 B 3
 CL0882  PID         -  CL0882
 CL0882  STATE/COUNTY-  GA/TWIGGS
 CL0882  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL0882
 CL0882                         *CURRENT SURVEY CONTROL
 CL0882  ___________________________________________________________________
 CL0882* NAD 83(1986)-  32 36 49.     (N)    083 31 21.     (W)     SCALED    
 CL0882* NAVD 88     -        78.393  (meters)     257.19   (feet)  ADJUSTED  
 CL0882  ___________________________________________________________________
 CL0882  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CL0882  DYNAMIC HT  -          78.305 (meters)     256.91  (feet)  COMP
 CL0882  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 CL0882
 CL0882  VERT ORDER  -  FIRST     CLASS II
 CL0882
 CL0882.The horizontal coordinates were scaled from a topographic map and have
 CL0882.an estimated accuracy of +/- 6 seconds.
 CL0882
 CL0882.The orthometric height was determined by differential leveling
 CL0882.and adjusted by the National Geodetic Survey in June 1991..
 CL0882
 CL0882.The geoid height was determined by GEOID03.
 CL0882
 CL0882.The dynamic height is computed by dividing the NAVD 88
 CL0882.geopotential number by the normal gravity value computed on the
 CL0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0882.degrees latitude (g = 980.6199 gals.).
 CL0882
 CL0882.The modeled gravity was interpolated from observed gravity values.
 CL0882
 CL0882;                    North         East    Units  Estimated Accuracy
 CL0882;SPC GA W     -   289,940.      760,460.      MT  (+/- 180 meters Scaled)
 CL0882
 CL0882                          SUPERSEDED SURVEY CONTROL
 CL0882
 CL0882  NGVD 29 (??/??/92)   78.545  (m)          257.69   (f) ADJ UNCH    1 2
 CL0882
 CL0882.Superseded values are not recommended for survey control.
 CL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0882.See file dsdata.txt to determine how the superseded data were derived.
 CL0882
 CL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS633112(NAD 83)
 CL0882_MARKER: DD = SURVEY DISK
 CL0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0882_STAMPING: 1 B 3
 CL0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0882+STABILITY: SURFACE MOTION
 CL0882
 CL0882  HISTORY     - Date     Condition        Report By
 CL0882  HISTORY     - UNK      MONUMENTED       GAGS
 CL0882  HISTORY     - 1959     GOOD             NGS
 CL0882  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0882
 CL0882                          STATION DESCRIPTION
 CL0882
 CL0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0882'5.8 MI SE FROM HUBER.
 CL0882'ABOUT 5.8 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE POST
 CL0882'OFFICE AT HUBER, 29 RAILS SOUTH OF THE CENTER OF RAILROAD BRIDGE
 CL0882'257.4H, 6 FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A STATION
 CL0882'ONE MILE SIGN, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 CL0882'INCHES.
 CL0882
 CL0882                          STATION RECOVERY (1977)
 CL0882
 CL0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0624 ***********************************************************************
 CL0624  DESIGNATION -  1 B 36
 CL0624  PID         -  CL0624
 CL0624  STATE/COUNTY-  GA/WILKINSON
 CL0624  USGS QUAD   -  IRWINTON (1985)
 CL0624
 CL0624                         *CURRENT SURVEY CONTROL
 CL0624  ___________________________________________________________________
 CL0624* NAD 83(1986)-  32 51 13.     (N)    083 13 49.     (W)     SCALED    
 CL0624* NAVD 88     -        86.226  (meters)     282.89   (feet)  ADJUSTED  
 CL0624  ___________________________________________________________________
 CL0624  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CL0624  DYNAMIC HT  -          86.131 (meters)     282.58  (feet)  COMP
 CL0624  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CL0624
 CL0624  VERT ORDER  -  SECOND    CLASS 0
 CL0624
 CL0624.The horizontal coordinates were scaled from a topographic map and have
 CL0624.an estimated accuracy of +/- 6 seconds.
 CL0624
 CL0624.The orthometric height was determined by differential leveling
 CL0624.and adjusted by the National Geodetic Survey in June 1991..
 CL0624
 CL0624.The geoid height was determined by GEOID03.
 CL0624
 CL0624.The dynamic height is computed by dividing the NAVD 88
 CL0624.geopotential number by the normal gravity value computed on the
 CL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0624.degrees latitude (g = 980.6199 gals.).
 CL0624
 CL0624.The modeled gravity was interpolated from observed gravity values.
 CL0624
 CL0624;                    North         East    Units  Estimated Accuracy
 CL0624;SPC GA E     -   316,870.      100,450.      MT  (+/- 180 meters Scaled)
 CL0624
 CL0624                          SUPERSEDED SURVEY CONTROL
 CL0624
 CL0624  NGVD 29 (??/??/92)   86.372  (m)          283.37   (f) ADJ UNCH    2 0
 CL0624
 CL0624.Superseded values are not recommended for survey control.
 CL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0624.See file dsdata.txt to determine how the superseded data were derived.
 CL0624
 CL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS912372(NAD 83)
 CL0624_MARKER: DD = SURVEY DISK
 CL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0624_STAMPING: 1 B 36
 CL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0624+STABILITY: SURFACE MOTION
 CL0624
 CL0624  HISTORY     - Date     Condition        Report By
 CL0624  HISTORY     - UNK      MONUMENTED       GAGS
 CL0624  HISTORY     - 1955     MARK NOT FOUND   NGS
 CL0624  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0624
 CL0624                          STATION DESCRIPTION
 CL0624
 CL0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0624'2.2 MI W FROM MC INTYRE.
 CL0624'2.2 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0624'FROM THE STATION AT MC INTYRE, WILKINSON COUNTY, 600 YARDS EAST
 CL0624'OF MILEPOST S 164, 76.4 FEET NORTH OF TELEPHONE POLE 163/20, AND
 CL0624'24.5 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY STANDARD DISK,
 CL0624'STAMPED 1 B 36 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 CL0624'BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN APRIL 1955.  IT
 CL0624'WAS REPORTED AT THAT TIME THAT TELEPHONE POLE 163/20 HAS BEEN
 CL0624'MOVED ACROSS THE TRACK AND IS NOT NUMBERED NOW.  ONLY POLE 163/25
 CL0624'OF SOME TEN OR FIFTEEN POLES WAS FOUND NUMBERED.
 CL0624
 CL0624                          STATION RECOVERY (1973)
 CL0624
 CL0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0623 ***********************************************************************
 CL0623  DESIGNATION -  1 B 37
 CL0623  PID         -  CL0623
 CL0623  STATE/COUNTY-  GA/WILKINSON
 CL0623  USGS QUAD   -  MASSEY HILL (1973)
 CL0623
 CL0623                         *CURRENT SURVEY CONTROL
 CL0623  ___________________________________________________________________
 CL0623* NAD 83(1986)-  32 51 21.     (N)    083 15 30.     (W)     SCALED    
 CL0623* NAVD 88     -        87.111  (meters)     285.80   (feet)  ADJUSTED  
 CL0623  ___________________________________________________________________
 CL0623  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CL0623  DYNAMIC HT  -          87.015 (meters)     285.48  (feet)  COMP
 CL0623  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CL0623
 CL0623  VERT ORDER  -  SECOND    CLASS 0
 CL0623
 CL0623.The horizontal coordinates were scaled from a topographic map and have
 CL0623.an estimated accuracy of +/- 6 seconds.
 CL0623
 CL0623.The orthometric height was determined by differential leveling
 CL0623.and adjusted by the National Geodetic Survey in June 1991..
 CL0623
 CL0623.The geoid height was determined by GEOID03.
 CL0623
 CL0623.The dynamic height is computed by dividing the NAVD 88
 CL0623.geopotential number by the normal gravity value computed on the
 CL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0623.degrees latitude (g = 980.6199 gals.).
 CL0623
 CL0623.The modeled gravity was interpolated from observed gravity values.
 CL0623
 CL0623;                    North         East    Units  Estimated Accuracy
 CL0623;SPC GA E     -   317,140.       97,820.      MT  (+/- 180 meters Scaled)
 CL0623
 CL0623                          SUPERSEDED SURVEY CONTROL
 CL0623
 CL0623  NGVD 29 (??/??/92)   87.256  (m)          286.27   (f) ADJ UNCH    2 0
 CL0623
 CL0623.Superseded values are not recommended for survey control.
 CL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0623.See file dsdata.txt to determine how the superseded data were derived.
 CL0623
 CL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS886375(NAD 83)
 CL0623_MARKER: DD = SURVEY DISK
 CL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0623_STAMPING: 286.272 1 B 37
 CL0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0623+STABILITY: SURFACE MOTION
 CL0623
 CL0623  HISTORY     - Date     Condition        Report By
 CL0623  HISTORY     - UNK      MONUMENTED       GAGS
 CL0623  HISTORY     - 1934     GOOD             NGS
 CL0623
 CL0623                          STATION DESCRIPTION
 CL0623
 CL0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0623'4 MI W FROM MC INTYRE.
 CL0623'4.0 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0623'FROM THE STATION AT MC INTYRE WILKINSON COUNTY, 0.5 MILE WEST-NORTHWES
 CL0623'OF CLAYFIELDS CROSSING, 0.1 MILE WEST-NORTHWEST OF THE SOUTHWEST
 CL0623'CORNER OF 10-FOOT BRIDGE NO. 165.3, 22.5 FEET SOUTHWEST OF THE
 CL0623'SOUTH RAIL, 10.7 FEET SOUTHEAST OF A CREOSOTED TELEPHONE POLE, AND
 CL0623'0.9 FOOT ABOVE THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK,
 CL0623'STAMPED 286.272 1 B 37 AND SET IN THE TOP OF A CONCRETE POST
 CL0623'PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0622 ***********************************************************************
 CL0622  DESIGNATION -  1 B 38
 CL0622  PID         -  CL0622
 CL0622  STATE/COUNTY-  GA/WILKINSON
 CL0622  USGS QUAD   -  MASSEY HILL (1973)
 CL0622
 CL0622                         *CURRENT SURVEY CONTROL
 CL0622  ___________________________________________________________________
 CL0622* NAD 83(1986)-  32 51 41.     (N)    083 16 13.     (W)     SCALED    
 CL0622* NAVD 88     -        89.694  (meters)     294.27   (feet)  ADJUSTED  
 CL0622  ___________________________________________________________________
 CL0622  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CL0622  DYNAMIC HT  -          89.596 (meters)     293.95  (feet)  COMP
 CL0622  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CL0622
 CL0622  VERT ORDER  -  SECOND    CLASS 0
 CL0622
 CL0622.The horizontal coordinates were scaled from a topographic map and have
 CL0622.an estimated accuracy of +/- 6 seconds.
 CL0622
 CL0622.The orthometric height was determined by differential leveling
 CL0622.and adjusted by the National Geodetic Survey in June 1991..
 CL0622
 CL0622.The geoid height was determined by GEOID03.
 CL0622
 CL0622.The dynamic height is computed by dividing the NAVD 88
 CL0622.geopotential number by the normal gravity value computed on the
 CL0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0622.degrees latitude (g = 980.6199 gals.).
 CL0622
 CL0622.The modeled gravity was interpolated from observed gravity values.
 CL0622
 CL0622;                    North         East    Units  Estimated Accuracy
 CL0622;SPC GA E     -   317,770.       96,710.      MT  (+/- 180 meters Scaled)
 CL0622
 CL0622                          SUPERSEDED SURVEY CONTROL
 CL0622
 CL0622  NGVD 29 (??/??/92)   89.838  (m)          294.74   (f) ADJ UNCH    2 0
 CL0622
 CL0622.Superseded values are not recommended for survey control.
 CL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0622.See file dsdata.txt to determine how the superseded data were derived.
 CL0622
 CL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS875382(NAD 83)
 CL0622_MARKER: DD = SURVEY DISK
 CL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0622_STAMPING: 294.744 1 B 38
 CL0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0622+STABILITY: SURFACE MOTION
 CL0622
 CL0622  HISTORY     - Date     Condition        Report By
 CL0622  HISTORY     - UNK      MONUMENTED       GAGS
 CL0622  HISTORY     - 1934     GOOD             NGS
 CL0622  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0622
 CL0622                          STATION DESCRIPTION
 CL0622
 CL0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0622'4.7 MI W FROM MC INTYRE.
 CL0622'4.7 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL0622'THE STATION AT MC INTYRE, WILKINSON COUNTY, 600 FEET WEST-NORTHWEST
 CL0622'OF MILEPOST S 166, NEAR A LOCAL GRADE SUMMIT, 63 FEET NORTHEAST
 CL0622'OF A TELEPHONE POLE, 30.5 FEET NORTHEAST OF THE NORTH RAIL, AND
 CL0622'0.2 FOOT ABOVE THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK,
 CL0622'STAMPED 294.744 1 B 38 AND SET IN THE TOP OF A CONCRETE POST
 CL0622'PROJECTING 0.1 FOOT ABOVE GROUND.
 CL0622
 CL0622                          STATION RECOVERY (1973)
 CL0622
 CL0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0621 ***********************************************************************
 CL0621  DESIGNATION -  1 B 40
 CL0621  PID         -  CL0621
 CL0621  STATE/COUNTY-  GA/WILKINSON
 CL0621  USGS QUAD   -  GORDON (1985)
 CL0621
 CL0621                         *CURRENT SURVEY CONTROL
 CL0621  ___________________________________________________________________
 CL0621* NAD 83(1986)-  32 52 52.     (N)    083 18 16.     (W)     SCALED    
 CL0621* NAVD 88     -        97.286  (meters)     319.18   (feet)  ADJUSTED  
 CL0621  ___________________________________________________________________
 CL0621  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CL0621  DYNAMIC HT  -          97.178 (meters)     318.82  (feet)  COMP
 CL0621  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 CL0621
 CL0621  VERT ORDER  -  SECOND    CLASS 0
 CL0621
 CL0621.The horizontal coordinates were scaled from a topographic map and have
 CL0621.an estimated accuracy of +/- 6 seconds.
 CL0621
 CL0621.The orthometric height was determined by differential leveling
 CL0621.and adjusted by the National Geodetic Survey in June 1991..
 CL0621
 CL0621.The geoid height was determined by GEOID03.
 CL0621
 CL0621.The dynamic height is computed by dividing the NAVD 88
 CL0621.geopotential number by the normal gravity value computed on the
 CL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0621.degrees latitude (g = 980.6199 gals.).
 CL0621
 CL0621.The modeled gravity was interpolated from observed gravity values.
 CL0621
 CL0621;                    North         East    Units  Estimated Accuracy
 CL0621;SPC GA E     -   319,990.       93,540.      MT  (+/- 180 meters Scaled)
 CL0621
 CL0621                          SUPERSEDED SURVEY CONTROL
 CL0621
 CL0621  NGVD 29 (??/??/92)   97.426  (m)          319.64   (f) ADJ UNCH    2 0
 CL0621
 CL0621.Superseded values are not recommended for survey control.
 CL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0621.See file dsdata.txt to determine how the superseded data were derived.
 CL0621
 CL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS844404(NAD 83)
 CL0621_MARKER: DD = SURVEY DISK
 CL0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0621_STAMPING: 319.638 1 B 40
 CL0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0621+STABILITY: SURFACE MOTION
 CL0621
 CL0621  HISTORY     - Date     Condition        Report By
 CL0621  HISTORY     - UNK      MONUMENTED       GAGS
 CL0621  HISTORY     - 1934     GOOD             NGS
 CL0621
 CL0621                          STATION DESCRIPTION
 CL0621
 CL0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0621'1.8 MI E FROM GORDON.
 CL0621'1.8 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL0621'THE STATION AT GORDON, WILKINSON COUNTY, 705 FEET EAST OF THE
 CL0621'CENTER OF 16-FOOT-LONG TRESTLE NO. 168.7, 41.2 FEET NORTH OF THE
 CL0621'NORTH RAIL, 3.5 FEET NORTH OF THE PROJECTED TANGENT OF THE NORTH
 CL0621'RAIL OF THE MAIN LINE FROM THE WEST, AND ABOUT 5 FEET ABOVE THE
 CL0621'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 319.638 1
 CL0621'B 40 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0619 ***********************************************************************
 CL0619  DESIGNATION -  1 B 41
 CL0619  PID         -  CL0619
 CL0619  STATE/COUNTY-  GA/WILKINSON
 CL0619  USGS QUAD   -  GORDON (1985)
 CL0619
 CL0619                         *CURRENT SURVEY CONTROL
 CL0619  ___________________________________________________________________
 CL0619* NAD 83(1986)-  32 52 58.     (N)    083 19 58.     (W)     SCALED    
 CL0619* NAVD 88     -       106.848  (meters)     350.55   (feet)  ADJUSTED  
 CL0619  ___________________________________________________________________
 CL0619  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CL0619  DYNAMIC HT  -         106.730 (meters)     350.16  (feet)  COMP
 CL0619  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 CL0619
 CL0619  VERT ORDER  -  SECOND    CLASS 0
 CL0619
 CL0619.The horizontal coordinates were scaled from a topographic map and have
 CL0619.an estimated accuracy of +/- 6 seconds.
 CL0619
 CL0619.The orthometric height was determined by differential leveling
 CL0619.and adjusted by the National Geodetic Survey in June 1991..
 CL0619
 CL0619.The geoid height was determined by GEOID03.
 CL0619
 CL0619.The dynamic height is computed by dividing the NAVD 88
 CL0619.geopotential number by the normal gravity value computed on the
 CL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0619.degrees latitude (g = 980.6199 gals.).
 CL0619
 CL0619.The modeled gravity was interpolated from observed gravity values.
 CL0619
 CL0619;                    North         East    Units  Estimated Accuracy
 CL0619;SPC GA E     -   320,210.       90,890.      MT  (+/- 180 meters Scaled)
 CL0619
 CL0619                          SUPERSEDED SURVEY CONTROL
 CL0619
 CL0619  NGVD 29 (??/??/92)  106.99   (m)          351.0    (f) COMPUTED    2 0
 CL0619
 CL0619.Superseded values are not recommended for survey control.
 CL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0619.See file dsdata.txt to determine how the superseded data were derived.
 CL0619
 CL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS817407(NAD 83)
 CL0619_MARKER: DD = SURVEY DISK
 CL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0619_STAMPING: 1 B 41
 CL0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0619+STABILITY: SURFACE MOTION
 CL0619
 CL0619  HISTORY     - Date     Condition        Report By
 CL0619  HISTORY     - UNK      MONUMENTED       GAGS
 CL0619  HISTORY     - 1934     GOOD             NGS
 CL0619  HISTORY     - 1977     GOOD             NGS
 CL0619
 CL0619                          STATION DESCRIPTION
 CL0619
 CL0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0619'AT GORDON.
 CL0619'1 B 41 IS LOCATED OPPOSITE THE CENTRAL OF GEORGIA RWY. STATION AT
 CL0619'GORDON, 25 FT E OF CENTERLINE OF STEPS TO TRACK, 57 FT N OF
 CL0619'CENTERLINE OF MAIN TRACK, 15 FT S OF CENTERLINE OF ROAD IN FRONT OF
 CL0619'HOTEL, 15 FT E OF A TELEGRAPH POLE, 6 FT S OF A 5 FEET OAK TREE.
 CL0619'BRONZE TABLET SET IN TOP OF CONCRETE POST, 4 FEET ABOVE LEVEL OF
 CL0619'TRACK.
 CL0619
 CL0619                          STATION RECOVERY (1977)
 CL0619
 CL0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0620 ***********************************************************************
 CL0620  DESIGNATION -  1 B 41 GAGS RESET
 CL0620  PID         -  CL0620
 CL0620  STATE/COUNTY-  GA/WILKINSON
 CL0620  USGS QUAD   -  GORDON (1985)
 CL0620
 CL0620                         *CURRENT SURVEY CONTROL
 CL0620  ___________________________________________________________________
 CL0620* NAD 83(1986)-  32 52 54.     (N)    083 19 29.     (W)     SCALED    
 CL0620* NAVD 88     -       337.87   (+/-2cm)    1108.5    (feet)  VERTCON   
 CL0620  ___________________________________________________________________
 CL0620  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CL0620
 CL0620  VERT ORDER  -  ? (See Below)
 CL0620
 CL0620.The horizontal coordinates were scaled from a topographic map and have
 CL0620.an estimated accuracy of +/- 6 seconds.
 CL0620
 CL0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0620.The vertical order pertains to the NGVD 29 superseded value.
 CL0620
 CL0620.The geoid height was determined by GEOID03.
 CL0620
 CL0620;                    North         East    Units  Estimated Accuracy
 CL0620;SPC GA E     -   320,070.       91,640.      MT  (+/- 180 meters Scaled)
 CL0620
 CL0620                          SUPERSEDED SURVEY CONTROL
 CL0620
 CL0620  NGVD 29 (??/??/92)  338.008  (m)         1108.95   (f) ADJ UNCH    ?  
 CL0620
 CL0620.Superseded values are not recommended for survey control.
 CL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0620.See file dsdata.txt to determine how the superseded data were derived.
 CL0620
 CL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS825405(NAD 83)
 CL0620_MARKER: DD = SURVEY DISK
 CL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0620_STAMPING: 1 B 41
 CL0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0620+STABILITY: SURFACE MOTION
 CL0620
 CL0620  HISTORY     - Date     Condition        Report By
 CL0620  HISTORY     - UNK      MONUMENTED       GAGS
 CL0620  HISTORY     - 1934     GOOD             NGS
 CL0620  HISTORY     - 1975     MARK NOT FOUND   USGS
 CL0620
 CL0620                          STATION DESCRIPTION
 CL0620
 CL0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0620'0.6 MI E FROM GORDON.
 CL0620'0.6 MILE EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL0620'THE STATION AT GORDON, WILKINSON COUNTY, 343 FEET WEST OF A ROAD
 CL0620'CROSSING, 93.2 FEET SOUTHWEST OF A SWITCH STAND ON THE NORTH SIDE
 CL0620'OF THE TRACK, 6.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 CL0620'AND 3 FEET SOUTH OF A SWITCH STAND BETWEEN THE TRACKS.  A STATE
 CL0620'SURVEY STANDARD DISK, STAMPED 1 B 41 AND SET IN THE TOP OF A
 CL0620'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS
 CL0620'ELEVATION DETERMINED BY ENGINEERS OF THE GEORGIA GEODETIC SURVEY.
 CL0620
 CL0620                          STATION RECOVERY (1975)
 CL0620
 CL0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CL0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0617 ***********************************************************************
 CL0617  DESIGNATION -  1 B 42
 CL0617  PID         -  CL0617
 CL0617  STATE/COUNTY-  GA/WILKINSON
 CL0617  USGS QUAD   -  GORDON (1985)
 CL0617
 CL0617                         *CURRENT SURVEY CONTROL
 CL0617  ___________________________________________________________________
 CL0617* NAD 83(1986)-  32 52 56.     (N)    083 20 08.     (W)     SCALED    
 CL0617* NAVD 88     -       108.830  (meters)     357.05   (feet)  ADJUSTED  
 CL0617  ___________________________________________________________________
 CL0617  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CL0617  DYNAMIC HT  -         108.710 (meters)     356.66  (feet)  COMP
 CL0617  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 CL0617
 CL0617  VERT ORDER  -  SECOND    CLASS 0
 CL0617
 CL0617.The horizontal coordinates were scaled from a topographic map and have
 CL0617.an estimated accuracy of +/- 6 seconds.
 CL0617
 CL0617.The orthometric height was determined by differential leveling
 CL0617.and adjusted by the National Geodetic Survey in June 1991..
 CL0617
 CL0617.The geoid height was determined by GEOID03.
 CL0617
 CL0617.The dynamic height is computed by dividing the NAVD 88
 CL0617.geopotential number by the normal gravity value computed on the
 CL0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0617.degrees latitude (g = 980.6199 gals.).
 CL0617
 CL0617.The modeled gravity was interpolated from observed gravity values.
 CL0617
 CL0617;                    North         East    Units  Estimated Accuracy
 CL0617;SPC GA E     -   320,150.       90,630.      MT  (+/- 180 meters Scaled)
 CL0617
 CL0617                          SUPERSEDED SURVEY CONTROL
 CL0617
 CL0617  NGVD 29 (??/??/92)  108.97   (m)          357.5    (f) COMPUTED    2 0
 CL0617
 CL0617.Superseded values are not recommended for survey control.
 CL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0617.See file dsdata.txt to determine how the superseded data were derived.
 CL0617
 CL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS815406(NAD 83)
 CL0617_MARKER: DD = SURVEY DISK
 CL0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0617_STAMPING: 1 B 42
 CL0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0617+STABILITY: SURFACE MOTION
 CL0617
 CL0617  HISTORY     - Date     Condition        Report By
 CL0617  HISTORY     - UNK      MONUMENTED       GAGS
 CL0617  HISTORY     - 1934     GOOD             NGS
 CL0617
 CL0617                          STATION DESCRIPTION
 CL0617
 CL0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0617'0.3 MI W FROM GORDON.
 CL0617'1 B 42 IS LOCATED 0.3 OF MI W OF THE RAILWAY STATION AT GORDON, 0.1
 CL0617'OF MI E OF A ROAD CROSSING, AT POINT WHERE ROAD ON S SIDE OF
 CL0617'TRACK TURNS SE FROM PARALLEL TO TRACK, 7 FT NW OF A 2 FEET RED ELM
 CL0617'TREE IN THE YARD OF A HOUSE, 34 FT S OF S RAIL OF MAINLINE TRACK,
 CL0617'24.6 FT S OF SWITCH POST AT W END OF A SPUR TRACK TO A PLANT.  BRONZE
 CL0617'TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0618 ***********************************************************************
 CL0618  DESIGNATION -  1 B 42 GAGS RESET
 CL0618  PID         -  CL0618
 CL0618  STATE/COUNTY-  GA/WILKINSON
 CL0618  USGS QUAD   -  GORDON (1985)
 CL0618
 CL0618                         *CURRENT SURVEY CONTROL
 CL0618  ___________________________________________________________________
 CL0618* NAD 83(1986)-  32 52 56.     (N)    083 20 08.     (W)     SCALED    
 CL0618* NAVD 88     -       346.02   (+/-2cm)    1135.2    (feet)  VERTCON   
 CL0618  ___________________________________________________________________
 CL0618  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CL0618
 CL0618  VERT ORDER  -  ? (See Below)
 CL0618
 CL0618.The horizontal coordinates were scaled from a topographic map and have
 CL0618.an estimated accuracy of +/- 6 seconds.
 CL0618
 CL0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0618.The vertical order pertains to the NGVD 29 superseded value.
 CL0618
 CL0618.The geoid height was determined by GEOID03.
 CL0618
 CL0618;                    North         East    Units  Estimated Accuracy
 CL0618;SPC GA E     -   320,150.       90,630.      MT  (+/- 180 meters Scaled)
 CL0618
 CL0618                          SUPERSEDED SURVEY CONTROL
 CL0618
 CL0618  NGVD 29 (??/??/92)  346.154  (m)         1135.67   (f) ADJ UNCH    ?  
 CL0618
 CL0618.Superseded values are not recommended for survey control.
 CL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0618.See file dsdata.txt to determine how the superseded data were derived.
 CL0618
 CL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS815406(NAD 83)
 CL0618_MARKER: DD = SURVEY DISK
 CL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0618_STAMPING: 1 B 42
 CL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0618+STABILITY: SURFACE MOTION
 CL0618
 CL0618  HISTORY     - Date     Condition        Report By
 CL0618  HISTORY     - UNK      MONUMENTED       GAGS
 CL0618  HISTORY     - 1934     GOOD             NGS
 CL0618  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0618
 CL0618                          STATION DESCRIPTION
 CL0618
 CL0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0618'AT GORDON.
 CL0618'AT GORDON, WILKINSON COUNTY, ON THE CENTRAL OF
 CL0618'GEORGIA RAILWAY, 376 FEET WEST OF THE STATION, 78 FEET EAST
 CL0618'OF A ROAD CROSSING, AND 6 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CL0618'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1 B 42 AND SET IN
 CL0618'THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 CL0618'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE GEORGIA GEODETIC
 CL0618'SURVEY.
 CL0618
 CL0618                          STATION RECOVERY (1974)
 CL0618
 CL0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0616 ***********************************************************************
 CL0616  DESIGNATION -  1 B 43
 CL0616  PID         -  CL0616
 CL0616  STATE/COUNTY-  GA/WILKINSON
 CL0616  USGS QUAD   -  JAMES (1985)
 CL0616
 CL0616                         *CURRENT SURVEY CONTROL
 CL0616  ___________________________________________________________________
 CL0616* NAD 83(1986)-  32 53 31.     (N)    083 22 38.     (W)     SCALED    
 CL0616* NAVD 88     -       110.740  (meters)     363.32   (feet)  ADJUSTED  
 CL0616  ___________________________________________________________________
 CL0616  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CL0616  DYNAMIC HT  -         110.617 (meters)     362.92  (feet)  COMP
 CL0616  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 CL0616
 CL0616  VERT ORDER  -  SECOND    CLASS 0
 CL0616
 CL0616.The horizontal coordinates were scaled from a topographic map and have
 CL0616.an estimated accuracy of +/- 6 seconds.
 CL0616
 CL0616.The orthometric height was determined by differential leveling
 CL0616.and adjusted by the National Geodetic Survey in June 1991..
 CL0616
 CL0616.The geoid height was determined by GEOID03.
 CL0616
 CL0616.The dynamic height is computed by dividing the NAVD 88
 CL0616.geopotential number by the normal gravity value computed on the
 CL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0616.degrees latitude (g = 980.6199 gals.).
 CL0616
 CL0616.The modeled gravity was interpolated from observed gravity values.
 CL0616
 CL0616;                    North         East    Units  Estimated Accuracy
 CL0616;SPC GA E     -   321,270.       86,740.      MT  (+/- 180 meters Scaled)
 CL0616
 CL0616                          SUPERSEDED SURVEY CONTROL
 CL0616
 CL0616  NGVD 29 (??/??/92)  110.874  (m)          363.76   (f) ADJ UNCH    2 0
 CL0616
 CL0616.Superseded values are not recommended for survey control.
 CL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0616.See file dsdata.txt to determine how the superseded data were derived.
 CL0616
 CL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS776418(NAD 83)
 CL0616_MARKER: DD = SURVEY DISK
 CL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0616_STAMPING: 363.759 1 B 43
 CL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0616+STABILITY: SURFACE MOTION
 CL0616
 CL0616  HISTORY     - Date     Condition        Report By
 CL0616  HISTORY     - UNK      MONUMENTED       GAGS
 CL0616  HISTORY     - 1934     GOOD             NGS
 CL0616
 CL0616                          STATION DESCRIPTION
 CL0616
 CL0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0616'2.8 MI W FROM GORDON.
 CL0616'2.8 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0616'FROM THE STATION AT GORDON, WILKINSON COUNTY, 155 YARDS WEST OF A
 CL0616'PRIVATE-ROAD CROSSING AT THE NORTHWEST CORNER OF A FIELD, 675
 CL0616'FEET EAST-SOUTHEAST OF MILEPOST S 173, 134.5 FEET WEST OF A
 CL0616'CONCRETE SIGNAL PTS POST, 109 FEET EAST-SOUTHEAST OF A TELEPHONE
 CL0616'POLE, 58.5 FEET WEST-NORTHWEST OF ANOTHER TELEPHONE POLE, 1
 CL0616'FOOT NORTH OF THE LINE OF POLES, 26.5 FEET SOUTH OF THE SOUTH
 CL0616'RAIL, AND 1.3 FEET LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY
 CL0616'STANDARD DISK, STAMPED 363.759 1 B 43 AND SET IN THE TOP OF A
 CL0616'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0614 ***********************************************************************
 CL0614  DESIGNATION -  1 B 45
 CL0614  PID         -  CL0614
 CL0614  STATE/COUNTY-  GA/JONES
 CL0614  USGS QUAD   -  JAMES (1985)
 CL0614
 CL0614                         *CURRENT SURVEY CONTROL
 CL0614  ___________________________________________________________________
 CL0614* NAD 83(1986)-  32 54 10.     (N)    083 25 17.     (W)     SCALED    
 CL0614* NAVD 88     -       142.376  (meters)     467.11   (feet)  ADJUSTED  
 CL0614  ___________________________________________________________________
 CL0614  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CL0614  DYNAMIC HT  -         142.220 (meters)     466.60  (feet)  COMP
 CL0614  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CL0614
 CL0614  VERT ORDER  -  SECOND    CLASS 0
 CL0614
 CL0614.The horizontal coordinates were scaled from a topographic map and have
 CL0614.an estimated accuracy of +/- 6 seconds.
 CL0614
 CL0614.The orthometric height was determined by differential leveling
 CL0614.and adjusted by the National Geodetic Survey in June 1991..
 CL0614
 CL0614.The geoid height was determined by GEOID03.
 CL0614
 CL0614.The dynamic height is computed by dividing the NAVD 88
 CL0614.geopotential number by the normal gravity value computed on the
 CL0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0614.degrees latitude (g = 980.6199 gals.).
 CL0614
 CL0614.The modeled gravity was interpolated from observed gravity values.
 CL0614
 CL0614;                    North         East    Units  Estimated Accuracy
 CL0614;SPC GA W     -   322,070.      769,720.      MT  (+/- 180 meters Scaled)
 CL0614
 CL0614                          SUPERSEDED SURVEY CONTROL
 CL0614
 CL0614  NGVD 29 (??/??/92)  142.496  (m)          467.51   (f) ADJ UNCH    2 0
 CL0614
 CL0614.Superseded values are not recommended for survey control.
 CL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0614.See file dsdata.txt to determine how the superseded data were derived.
 CL0614
 CL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS735431(NAD 83)
 CL0614_MARKER: DD = SURVEY DISK
 CL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0614_STAMPING: 1 B 45
 CL0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0614+STABILITY: SURFACE MOTION
 CL0614
 CL0614  HISTORY     - Date     Condition        Report By
 CL0614  HISTORY     - UNK      MONUMENTED       GAGS
 CL0614  HISTORY     - 1934     GOOD             NGS
 CL0614
 CL0614                          STATION DESCRIPTION
 CL0614
 CL0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0614'5.4 MI W FROM GORDON.
 CL0614'1 B 45 IS LOCATED 5.4 MI W OF THE RAILWAY STATION AT GORDON, 1.8
 CL0614'MI E OF THE MOUNTAIN SPRINGS STATION SIGN, 0.5 OF MI E OF A ROAD
 CL0614'CROSSING, 0.4 OF MI E OF MI POST S.176 OR A.118, ON TOP OF A DEEP
 CL0614'CUT ON A CURVE IN TRACK, 49 FT. N OF N RAIL OF TRACK.  BRONZE
 CL0614'TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0615 ***********************************************************************
 CL0615  DESIGNATION -  1 B 45 GAGS RESET
 CL0615  PID         -  CL0615
 CL0615  STATE/COUNTY-  GA/JONES
 CL0615  USGS QUAD   -  JAMES (1985)
 CL0615
 CL0615                         *CURRENT SURVEY CONTROL
 CL0615  ___________________________________________________________________
 CL0615* NAD 83(1986)-  32 54 10.     (N)    083 25 17.     (W)     SCALED    
 CL0615* NAVD 88     -       428.44   (+/-2cm)    1405.6    (feet)  VERTCON   
 CL0615  ___________________________________________________________________
 CL0615  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CL0615
 CL0615  VERT ORDER  -  ? (See Below)
 CL0615
 CL0615.The horizontal coordinates were scaled from a topographic map and have
 CL0615.an estimated accuracy of +/- 6 seconds.
 CL0615
 CL0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0615.The vertical order pertains to the NGVD 29 superseded value.
 CL0615
 CL0615.The geoid height was determined by GEOID03.
 CL0615
 CL0615;                    North         East    Units  Estimated Accuracy
 CL0615;SPC GA W     -   322,070.      769,720.      MT  (+/- 180 meters Scaled)
 CL0615
 CL0615                          SUPERSEDED SURVEY CONTROL
 CL0615
 CL0615  NGVD 29 (??/??/92)  428.568  (m)         1406.06   (f) ADJ UNCH    ?  
 CL0615
 CL0615.Superseded values are not recommended for survey control.
 CL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0615.See file dsdata.txt to determine how the superseded data were derived.
 CL0615
 CL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS735431(NAD 83)
 CL0615_MARKER: DD = SURVEY DISK
 CL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0615_STAMPING: 1 B 45
 CL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0615+STABILITY: SURFACE MOTION
 CL0615
 CL0615  HISTORY     - Date     Condition        Report By
 CL0615  HISTORY     - UNK      MONUMENTED       GAGS
 CL0615  HISTORY     - 1934     GOOD             NGS
 CL0615
 CL0615                          STATION DESCRIPTION
 CL0615
 CL0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0615'5.4 MI W FROM GORDON.
 CL0615'IN JONES COUNTY, 5.4 MILES WEST ALONG THE CENTRAL
 CL0615'OF GEORGIA RAILWAY FROM THE STATION AT GORDON, WILKINSON COUNTY,
 CL0615'1.1 MILES WEST OF LEWISTON, 477.3 FEET WEST OF A STATION SIGNPOST,
 CL0615'442.6 FEET EAST OF THE END OF A CULVERT, AND 49.8 FEET NORTH OF
 CL0615'THE NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 1 B 45 AND
 CL0615'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS
 CL0615'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 CL0615'GEORGIA GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0612 ***********************************************************************
 CL0612  DESIGNATION -  1 B 46
 CL0612  PID         -  CL0612
 CL0612  STATE/COUNTY-  GA/JONES
 CL0612  USGS QUAD   -  JAMES (1985)
 CL0612
 CL0612                         *CURRENT SURVEY CONTROL
 CL0612  ___________________________________________________________________
 CL0612* NAD 83(1986)-  32 54 12.     (N)    083 25 41.     (W)     SCALED    
 CL0612* NAVD 88     -       147.476  (meters)     483.84   (feet)  ADJUSTED  
 CL0612  ___________________________________________________________________
 CL0612  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CL0612  DYNAMIC HT  -         147.313 (meters)     483.31  (feet)  COMP
 CL0612  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CL0612
 CL0612  VERT ORDER  -  SECOND    CLASS 0
 CL0612
 CL0612.The horizontal coordinates were scaled from a topographic map and have
 CL0612.an estimated accuracy of +/- 6 seconds.
 CL0612
 CL0612.The orthometric height was determined by differential leveling
 CL0612.and adjusted by the National Geodetic Survey in June 1991..
 CL0612
 CL0612.The geoid height was determined by GEOID03.
 CL0612
 CL0612.The dynamic height is computed by dividing the NAVD 88
 CL0612.geopotential number by the normal gravity value computed on the
 CL0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0612.degrees latitude (g = 980.6199 gals.).
 CL0612
 CL0612.The modeled gravity was interpolated from observed gravity values.
 CL0612
 CL0612;                    North         East    Units  Estimated Accuracy
 CL0612;SPC GA W     -   322,120.      769,100.      MT  (+/- 180 meters Scaled)
 CL0612
 CL0612                          SUPERSEDED SURVEY CONTROL
 CL0612
 CL0612  NGVD 29 (??/??/92)  147.596  (m)          484.24   (f) ADJ UNCH    2 0
 CL0612
 CL0612.Superseded values are not recommended for survey control.
 CL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0612.See file dsdata.txt to determine how the superseded data were derived.
 CL0612
 CL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS729431(NAD 83)
 CL0612_MARKER: DD = SURVEY DISK
 CL0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0612_STAMPING: 1 B 46
 CL0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0612+STABILITY: SURFACE MOTION
 CL0612
 CL0612  HISTORY     - Date     Condition        Report By
 CL0612  HISTORY     - UNK      MONUMENTED       GAGS
 CL0612  HISTORY     - 1934     GOOD             NGS
 CL0612
 CL0612                          STATION DESCRIPTION
 CL0612
 CL0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0612'5.8 MI W FROM GORDON.
 CL0612'NO 1 B 46 IS LOCATED 5.8 MI W OF THE RWY. STATION AT GORDON, 4 1/2
 CL0612'TELEGRAPH POLES SE OF A ROAD CROSSING, 32 YDS NW OF TELEGRAPH POLE
 CL0612'NO E 46, 22 YDS NW OF MILE POST A-118 OR S-176, 41 FT S OF
 CL0612'CENTERLINE OF TRACK AND APPROXIMATELY 15 FT ABOVE LEVEL OF TRACK.
 CL0612'BRONZE TABLET SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0613 ***********************************************************************
 CL0613  DESIGNATION -  1 B 46 GAGS RESET
 CL0613  PID         -  CL0613
 CL0613  STATE/COUNTY-  GA/JONES
 CL0613  USGS QUAD   -  JAMES (1985)
 CL0613
 CL0613                         *CURRENT SURVEY CONTROL
 CL0613  ___________________________________________________________________
 CL0613* NAD 83(1986)-  32 54 11.     (N)    083 25 41.     (W)     SCALED    
 CL0613* NAVD 88     -       445.16   (+/-2cm)    1460.5    (feet)  VERTCON   
 CL0613  ___________________________________________________________________
 CL0613  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CL0613
 CL0613  VERT ORDER  -  ? (See Below)
 CL0613
 CL0613.The horizontal coordinates were scaled from a topographic map and have
 CL0613.an estimated accuracy of +/- 6 seconds.
 CL0613
 CL0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0613.The vertical order pertains to the NGVD 29 superseded value.
 CL0613
 CL0613.The geoid height was determined by GEOID03.
 CL0613
 CL0613;                    North         East    Units  Estimated Accuracy
 CL0613;SPC GA W     -   322,090.      769,100.      MT  (+/- 180 meters Scaled)
 CL0613
 CL0613                          SUPERSEDED SURVEY CONTROL
 CL0613
 CL0613  NGVD 29 (??/??/92)  445.287  (m)         1460.91   (f) ADJ UNCH    ?  
 CL0613
 CL0613.Superseded values are not recommended for survey control.
 CL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0613.See file dsdata.txt to determine how the superseded data were derived.
 CL0613
 CL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS729431(NAD 83)
 CL0613_MARKER: DD = SURVEY DISK
 CL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0613_STAMPING: 1 B 46
 CL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0613+STABILITY: SURFACE MOTION
 CL0613
 CL0613  HISTORY     - Date     Condition        Report By
 CL0613  HISTORY     - UNK      MONUMENTED       GAGS
 CL0613  HISTORY     - 1934     GOOD             NGS
 CL0613
 CL0613                          STATION DESCRIPTION
 CL0613
 CL0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0613'5.8 MI W FROM GORDON.
 CL0613'IN JONES COUNTY, 5.8 MILES WEST ALONG THE CENTRAL
 CL0613'OF GEORGIA RAILWAY FROM THE STATION AT GORDON, WILKINSON COUNTY,
 CL0613'1.4 MILES WEST OF LEWISTON, 0.1 MILE EAST OF A ROAD CROSSING, 107
 CL0613'FEET SOUTHWEST OF MILEPOST S 176, 53.5 FEET SOUTH OF THE CENTERLINE
 CL0613'OF THE TRACK, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK.
 CL0613'A STATE SURVEY STANDARD DISK, STAMPED 1 B 46 AND SET IN THE TOP
 CL0613'OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND
 CL0613'ITS ELEVATION DETERMINED BY ENGINEERS OF THE GEORGIA GEODETIC
 CL0613'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0610 ***********************************************************************
 CL0610  DESIGNATION -  1 B 47
 CL0610  PID         -  CL0610
 CL0610  STATE/COUNTY-  GA/JONES
 CL0610  USGS QUAD   -  JAMES (1985)
 CL0610
 CL0610                         *CURRENT SURVEY CONTROL
 CL0610  ___________________________________________________________________
 CL0610* NAD 83(1986)-  32 53 44.     (N)    083 27 02.     (W)     SCALED    
 CL0610* NAVD 88     -       151.331  (meters)     496.49   (feet)  ADJUSTED  
 CL0610  ___________________________________________________________________
 CL0610  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CL0610  DYNAMIC HT  -         151.164 (meters)     495.94  (feet)  COMP
 CL0610  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 CL0610
 CL0610  VERT ORDER  -  SECOND    CLASS 0
 CL0610
 CL0610.The horizontal coordinates were scaled from a topographic map and have
 CL0610.an estimated accuracy of +/- 6 seconds.
 CL0610
 CL0610.The orthometric height was determined by differential leveling
 CL0610.and adjusted by the National Geodetic Survey in June 1991..
 CL0610
 CL0610.The geoid height was determined by GEOID03.
 CL0610
 CL0610.The dynamic height is computed by dividing the NAVD 88
 CL0610.geopotential number by the normal gravity value computed on the
 CL0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0610.degrees latitude (g = 980.6199 gals.).
 CL0610
 CL0610.The modeled gravity was interpolated from observed gravity values.
 CL0610
 CL0610;                    North         East    Units  Estimated Accuracy
 CL0610;SPC GA W     -   321,250.      767,000.      MT  (+/- 180 meters Scaled)
 CL0610
 CL0610                          SUPERSEDED SURVEY CONTROL
 CL0610
 CL0610  NGVD 29 (??/??/92)  151.449  (m)          496.88   (f) ADJ UNCH    2 0
 CL0610
 CL0610.Superseded values are not recommended for survey control.
 CL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0610.See file dsdata.txt to determine how the superseded data were derived.
 CL0610
 CL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS707423(NAD 83)
 CL0610_MARKER: DD = SURVEY DISK
 CL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0610_STAMPING: 1 B 47
 CL0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0610+STABILITY: SURFACE MOTION
 CL0610
 CL0610  HISTORY     - Date     Condition        Report By
 CL0610  HISTORY     - UNK      MONUMENTED       GAGS
 CL0610  HISTORY     - 1934     GOOD             NGS
 CL0610
 CL0610                          STATION DESCRIPTION
 CL0610
 CL0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0610'7.6 MI W FROM GORDON.
 CL0610'NO 1 B 47 IS LOCATED 7.6 MI W OF THE RAILWAY STATION AT GORDON, 0.30
 CL0610'OF MI W OF MOUNTAIN SPRINGS STATION SIGN, 36 FT N OF CENTERLINE
 CL0610'OF ROAD PARALLEL TO TRACK, 21 FT NW OF TELEGRAPH POLE E 60, 30 FT
 CL0610'S OF TRACK, 6 FT S OF EDGE OF RR CUT, APPROXIMATELY 20 FT. ABOVE
 CL0610'TOP OF RAIL.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 2 INCHES
 CL0610'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0611 ***********************************************************************
 CL0611  DESIGNATION -  1 B 47 GAGS RESET
 CL0611  PID         -  CL0611
 CL0611  STATE/COUNTY-  GA/JONES
 CL0611  USGS QUAD   -  JAMES (1985)
 CL0611
 CL0611                         *CURRENT SURVEY CONTROL
 CL0611  ___________________________________________________________________
 CL0611* NAD 83(1986)-  32 53 44.     (N)    083 27 02.     (W)     SCALED    
 CL0611* NAVD 88     -       479.74   (+/-2cm)    1573.9    (feet)  VERTCON   
 CL0611  ___________________________________________________________________
 CL0611  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CL0611
 CL0611  VERT ORDER  -  ? (See Below)
 CL0611
 CL0611.The horizontal coordinates were scaled from a topographic map and have
 CL0611.an estimated accuracy of +/- 6 seconds.
 CL0611
 CL0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0611.The vertical order pertains to the NGVD 29 superseded value.
 CL0611
 CL0611.The geoid height was determined by GEOID03.
 CL0611
 CL0611;                    North         East    Units  Estimated Accuracy
 CL0611;SPC GA W     -   321,250.      767,000.      MT  (+/- 180 meters Scaled)
 CL0611
 CL0611                          SUPERSEDED SURVEY CONTROL
 CL0611
 CL0611  NGVD 29 (??/??/92)  479.858  (m)         1574.33   (f) ADJ UNCH    ?  
 CL0611
 CL0611.Superseded values are not recommended for survey control.
 CL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0611.See file dsdata.txt to determine how the superseded data were derived.
 CL0611
 CL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS707423(NAD 83)
 CL0611_MARKER: DD = SURVEY DISK
 CL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0611_STAMPING: 1 B 47
 CL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0611+STABILITY: SURFACE MOTION
 CL0611
 CL0611  HISTORY     - Date     Condition        Report By
 CL0611  HISTORY     - UNK      MONUMENTED       GAGS
 CL0611  HISTORY     - 1934     GOOD             NGS
 CL0611  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0611
 CL0611                          STATION DESCRIPTION
 CL0611
 CL0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0611'0.3 MI S FROM MOUNTAIN SPRINGS.
 CL0611'0.3 MILE SOUTH ALONG THE CENTRAL OF GEORGIA
 CL0611'RAILWAY FROM THE STATION SIGN AT MOUNTAIN SPRINGS JONES COUNTY,
 CL0611'0.25 MILE NORTH OF MILEPOST S 178, 376.5 FEET SOUTH OF A
 CL0611'NORTH-BOUND WHISTLE POST, 23 FEET EAST OF THE EAST RAIL, AND AT THE
 CL0611'TOP OF THE SLOPE OF A 20-FOOT CUT.  A STATE SURVEY STANDARD DISK,
 CL0611'STAMPED 1 B 47 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 CL0611'THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 CL0611'ENGINEERS OF THE GEORGIA GEODETIC SURVEY.
 CL0611
 CL0611                          STATION RECOVERY (1973)
 CL0611
 CL0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0608 ***********************************************************************
 CL0608  DESIGNATION -  1 B 50
 CL0608  PID         -  CL0608
 CL0608  STATE/COUNTY-  GA/JONES
 CL0608  USGS QUAD   -  DRY BRANCH (1985)
 CL0608
 CL0608                         *CURRENT SURVEY CONTROL
 CL0608  ___________________________________________________________________
 CL0608* NAD 83(1986)-  32 52 22.     (N)    083 29 39.     (W)     SCALED    
 CL0608* NAVD 88     -       132.580  (meters)     434.97   (feet)  ADJUSTED  
 CL0608  ___________________________________________________________________
 CL0608  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CL0608  DYNAMIC HT  -         132.434 (meters)     434.49  (feet)  COMP
 CL0608  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CL0608
 CL0608  VERT ORDER  -  SECOND    CLASS 0
 CL0608
 CL0608.The horizontal coordinates were scaled from a topographic map and have
 CL0608.an estimated accuracy of +/- 6 seconds.
 CL0608
 CL0608.The orthometric height was determined by differential leveling
 CL0608.and adjusted by the National Geodetic Survey in June 1991..
 CL0608
 CL0608.The geoid height was determined by GEOID03.
 CL0608
 CL0608.The dynamic height is computed by dividing the NAVD 88
 CL0608.geopotential number by the normal gravity value computed on the
 CL0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0608.degrees latitude (g = 980.6199 gals.).
 CL0608
 CL0608.The modeled gravity was interpolated from observed gravity values.
 CL0608
 CL0608;                    North         East    Units  Estimated Accuracy
 CL0608;SPC GA W     -   318,690.      762,930.      MT  (+/- 180 meters Scaled)
 CL0608
 CL0608                          SUPERSEDED SURVEY CONTROL
 CL0608
 CL0608  NGVD 29 (??/??/92)  132.69   (m)          435.3    (f) COMPUTED    2 0
 CL0608
 CL0608.Superseded values are not recommended for survey control.
 CL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0608.See file dsdata.txt to determine how the superseded data were derived.
 CL0608
 CL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS666399(NAD 83)
 CL0608_MARKER: DD = SURVEY DISK
 CL0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0608_STAMPING: 435.353 1 B 50
 CL0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0608+STABILITY: SURFACE MOTION
 CL0608
 CL0608  HISTORY     - Date     Condition        Report By
 CL0608  HISTORY     - 1956     MONUMENTED       GAGS
 CL0608  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0608
 CL0608                          STATION DESCRIPTION
 CL0608
 CL0608'DESCRIBED BY GEORGIA GEODETIC SURVEY 1956
 CL0608'0.3 MI W FROM GRISWOLD SIDING.
 CL0608'0.3 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL0608'GRISWOLD SIDING, JONES COUNTY, 0.1 MILE WEST OF A WHISTLE POST,
 CL0608'105 FEET NORTH OF THE FOURTEENTH POLE WEST OF MILEPOST S 181,
 CL0608'72 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 33 FEET SOUTH
 CL0608'OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACK, ABOUT 2
 CL0608'FEET BELOW THE LEVEL OF THE TRACK, AND LEVEL WITH THE ROAD.  A
 CL0608'STATE SURVEY STANDARD DISK, STAMPED 435.353 1 B 50 AND SET IN THE
 CL0608'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  USGS
 CL0608'REPORTED IN JUNE 1956 - DESTROYED - POST DUG OUT AND STANDING ON
 CL0608'TOP OF GROUND.
 CL0608
 CL0608                          STATION RECOVERY (1973)
 CL0608
 CL0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1124 ***********************************************************************
 CL1124  DESIGNATION -  1 B 51
 CL1124  PID         -  CL1124
 CL1124  STATE/COUNTY-  GA/JONES
 CL1124  USGS QUAD   -  MACON EAST (1985)
 CL1124
 CL1124                         *CURRENT SURVEY CONTROL
 CL1124  ___________________________________________________________________
 CL1124* NAD 83(1986)-  32 52 06.     (N)    083 31 21.     (W)     SCALED    
 CL1124* NAVD 88     -       134.439  (meters)     441.07   (feet)  ADJUSTED  
 CL1124  ___________________________________________________________________
 CL1124  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CL1124  DYNAMIC HT  -         134.290 (meters)     440.58  (feet)  COMP
 CL1124  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CL1124
 CL1124  VERT ORDER  -  FIRST     CLASS II
 CL1124
 CL1124.The horizontal coordinates were scaled from a topographic map and have
 CL1124.an estimated accuracy of +/- 6 seconds.
 CL1124
 CL1124.The orthometric height was determined by differential leveling
 CL1124.and adjusted by the National Geodetic Survey in June 1991..
 CL1124
 CL1124.The geoid height was determined by GEOID03.
 CL1124
 CL1124.The dynamic height is computed by dividing the NAVD 88
 CL1124.geopotential number by the normal gravity value computed on the
 CL1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1124.degrees latitude (g = 980.6199 gals.).
 CL1124
 CL1124.The modeled gravity was interpolated from observed gravity values.
 CL1124
 CL1124;                    North         East    Units  Estimated Accuracy
 CL1124;SPC GA W     -   318,180.      760,280.      MT  (+/- 180 meters Scaled)
 CL1124
 CL1124                          SUPERSEDED SURVEY CONTROL
 CL1124
 CL1124  NGVD 29 (??/??/92)  134.578  (m)          441.53   (f) ADJ UNCH    1 2
 CL1124
 CL1124.Superseded values are not recommended for survey control.
 CL1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1124.See file dsdata.txt to determine how the superseded data were derived.
 CL1124
 CL1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS639395(NAD 83)
 CL1124_MARKER: DD = SURVEY DISK
 CL1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1124_STAMPING: 1 B 51 441.449
 CL1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1124+STABILITY: SURFACE MOTION
 CL1124
 CL1124  HISTORY     - Date     Condition        Report By
 CL1124  HISTORY     - UNK      MONUMENTED       GAGS
 CL1124  HISTORY     - 1962     GOOD             NGS
 CL1124
 CL1124                          STATION DESCRIPTION
 CL1124
 CL1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1124'7.4 MI NE FROM MACON.
 CL1124'ABOUT 7.4 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1124'FROM THE UNION STATION AT MACON, 1.8 MILES NORTHEAST OF THE CROSSING
 CL1124'OF THE GEORGIA RAILROAD, 0.15 MILE SOUTHWEST OF MILEPOST S 183,
 CL1124'NEAR THE SOUTHWEST END OF A CUT, AT THE OUTSIDE OF A CURVE, 33 1/2
 CL1124'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 92 FEET
 CL1124'WEST OF AND ACROSS THE TRACK FROM TELEGRAPH POLE 183.5, 41 1/2
 CL1124'FEET SOUTHEAST OF A 24 INCH WHITE OAK TREE, 1 1/2 FEET BELOW THE
 CL1124'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST WHICH
 CL1124'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THIS MARK CAN BE
 CL1124'REACHED BY GOING ABOUT 2.0 MILES WEST ALONG THE CENTRAL OF GEORGIA
 CL1124'RAILWAY FROM THE STATION SIGN AT GRISWOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1037 ***********************************************************************
 CL1037  DESIGNATION -  1 B 57 GAGS
 CL1037  PID         -  CL1037
 CL1037  STATE/COUNTY-  GA/BIBB
 CL1037  USGS QUAD   -  MACON EAST (1985)
 CL1037
 CL1037                         *CURRENT SURVEY CONTROL
 CL1037  ___________________________________________________________________
 CL1037* NAD 83(1986)-  32 50 24.     (N)    083 36 07.     (W)     SCALED    
 CL1037* NAVD 88     -        99.503  (meters)     326.45   (feet)  ADJUSTED  
 CL1037  ___________________________________________________________________
 CL1037  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CL1037  DYNAMIC HT  -          99.394 (meters)     326.10  (feet)  COMP
 CL1037  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CL1037
 CL1037  VERT ORDER  -  FIRST     CLASS II
 CL1037
 CL1037.The horizontal coordinates were scaled from a topographic map and have
 CL1037.an estimated accuracy of +/- 6 seconds.
 CL1037
 CL1037.The orthometric height was determined by differential leveling
 CL1037.and adjusted by the National Geodetic Survey in June 1991..
 CL1037
 CL1037.The geoid height was determined by GEOID03.
 CL1037
 CL1037.The dynamic height is computed by dividing the NAVD 88
 CL1037.geopotential number by the normal gravity value computed on the
 CL1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1037.degrees latitude (g = 980.6199 gals.).
 CL1037
 CL1037.The modeled gravity was interpolated from observed gravity values.
 CL1037
 CL1037;                    North         East    Units  Estimated Accuracy
 CL1037;SPC GA W     -   315,000.      752,870.      MT  (+/- 180 meters Scaled)
 CL1037
 CL1037                          SUPERSEDED SURVEY CONTROL
 CL1037
 CL1037  NGVD 29 (??/??/92)   99.637  (m)          326.89   (f) ADJ UNCH    1 2
 CL1037
 CL1037.Superseded values are not recommended for survey control.
 CL1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1037.See file dsdata.txt to determine how the superseded data were derived.
 CL1037
 CL1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS564365(NAD 83)
 CL1037_MARKER: DD = SURVEY DISK
 CL1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1037_STAMPING: 1 B 57
 CL1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1037+STABILITY: SURFACE MOTION
 CL1037
 CL1037  HISTORY     - Date     Condition        Report By
 CL1037  HISTORY     - UNK      MONUMENTED       GAGS
 CL1037  HISTORY     - 1962     GOOD             NGS
 CL1037  HISTORY     - 1979     GOOD             NGS
 CL1037
 CL1037                          STATION DESCRIPTION
 CL1037
 CL1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1037'1.4 MI NE FROM MACON.
 CL1037'ABOUT 1.4 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1037'FROM THE UNION STATION AT MACON, ABOUT 1.0 MILE NORTHEAST OF
 CL1037'THE BRIDGE OVER THE OCMULGEE RIVER, 0.5 MILE SOUTHWEST OF THE
 CL1037'U.S. HIGHWAY 80 AND 129 UNDERPASS, 0.25 MILE SOUTHWEST OF A
 CL1037'BRIDGE OVER WALNUT CREEK, NEAR MILEPOST S 189, AT THE OUTSIDE
 CL1037'OF A CURVE, 94 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CL1037'TRACK, 15.3 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST
 CL1037'S 189, 65 FEET SOUTH OF THE FIRST TELEGRAPH POLE WEST OF
 CL1037'SEMAPHORE 1889, 3 FEET NORTHWEST OF A VERTICAL RAIL THAT PROJECTS
 CL1037'1 FOOT ABOVE THE LEVEL OF THE GROUND, ABOUT LEVEL WITH THE
 CL1037'TRACK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL1037
 CL1037                          STATION RECOVERY (1979)
 CL1037
 CL1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1036 ***********************************************************************
 CL1036  DESIGNATION -  1 B 58 GAGS
 CL1036  PID         -  CL1036
 CL1036  STATE/COUNTY-  GA/BIBB
 CL1036  USGS QUAD   -  MACON EAST (1985)
 CL1036
 CL1036                         *CURRENT SURVEY CONTROL
 CL1036  ___________________________________________________________________
 CL1036* NAD 83(1986)-  32 50 23.     (N)    083 36 44.     (W)     SCALED    
 CL1036* NAVD 88     -        98.801  (meters)     324.15   (feet)  ADJUSTED  
 CL1036  ___________________________________________________________________
 CL1036  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CL1036  DYNAMIC HT  -          98.693 (meters)     323.80  (feet)  COMP
 CL1036  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CL1036
 CL1036  VERT ORDER  -  FIRST     CLASS II
 CL1036
 CL1036.The horizontal coordinates were scaled from a topographic map and have
 CL1036.an estimated accuracy of +/- 6 seconds.
 CL1036
 CL1036.The orthometric height was determined by differential leveling
 CL1036.and adjusted by the National Geodetic Survey in June 1991..
 CL1036
 CL1036.The geoid height was determined by GEOID03.
 CL1036
 CL1036.The dynamic height is computed by dividing the NAVD 88
 CL1036.geopotential number by the normal gravity value computed on the
 CL1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1036.degrees latitude (g = 980.6199 gals.).
 CL1036
 CL1036.The modeled gravity was interpolated from observed gravity values.
 CL1036
 CL1036;                    North         East    Units  Estimated Accuracy
 CL1036;SPC GA W     -   314,960.      751,900.      MT  (+/- 180 meters Scaled)
 CL1036
 CL1036                          SUPERSEDED SURVEY CONTROL
 CL1036
 CL1036  NGVD 29 (??/??/92)   98.935  (m)          324.59   (f) ADJ UNCH    1 2
 CL1036
 CL1036.Superseded values are not recommended for survey control.
 CL1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1036.See file dsdata.txt to determine how the superseded data were derived.
 CL1036
 CL1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS555365(NAD 83)
 CL1036_MARKER: DD = SURVEY DISK
 CL1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1036_STAMPING: 1 B 58
 CL1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1036+STABILITY: SURFACE MOTION
 CL1036
 CL1036  HISTORY     - Date     Condition        Report By
 CL1036  HISTORY     - UNK      MONUMENTED       GAGS
 CL1036  HISTORY     - 1962     GOOD             NGS
 CL1036  HISTORY     - 1979     MARK NOT FOUND   NGS
 CL1036
 CL1036                          STATION DESCRIPTION
 CL1036
 CL1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1036'AT MACON.
 CL1036'AT MACON, 0.75 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA
 CL1036'RAILWAY FROM THE UNION STATION AT MACON, 0.35 MILE NORTHEAST
 CL1036'OF THE NORTHEAST END OF A RAILROAD BRIDGE OVER THE OOMULGEE
 CL1036'RIVER, 0.35 MILE NORTHEAST OF MILEPOST S 190, NEAR THE SITE
 CL1036'OF THE NOW ABANDONED CLINTON STREET CROSSING, 6 1/2 FEET SOUTH
 CL1036'OF THE SOUTH RAIL, 101 FEET SOUTHWEST OF AND ACROSS THE TRACKS
 CL1036'FROM THE CENTER LINE OF THE ABANDONED CROSSING, 39 1/2 FEET
 CL1036'NORTHWEST OF TELEGRAPH POLE NO. 17 1/2, 2 FEET BELOW THE TRACK,
 CL1036'SET IN THE TOP OF A CONCRETE POST 6 INCHES UNDERGROUND.
 CL1036
 CL1036                          STATION RECOVERY (1979)
 CL1036
 CL1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1036'NOT RECOVERED TRACKS HAVE BEEN RAISED AND MEASUREMENT NO LONGER
 CL1036'CORRESPOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0799 ***********************************************************************
 DE0799  DESIGNATION -  1 C 1 GAGS RESET 1974
 DE0799  PID         -  DE0799
 DE0799  STATE/COUNTY-  GA/RICHMOND
 DE0799  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0799
 DE0799                         *CURRENT SURVEY CONTROL
 DE0799  ___________________________________________________________________
 DE0799* NAD 83(1986)-  33 28 19.     (N)    081 58 11.     (W)     SCALED    
 DE0799* NAVD 88     -        40.76   (meters)     133.7    (feet)  RESET     
 DE0799  ___________________________________________________________________
 DE0799  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DE0799
 DE0799  VERT ORDER  -  THIRD
 DE0799
 DE0799.The horizontal coordinates were scaled from a topographic map and have
 DE0799.an estimated accuracy of +/- 6 seconds.
 DE0799
 DE0799.The orthometric height was computed from unverified reset data.
 DE0799.No vertical observational check was made to the station.
 DE0799
 DE0799.The geoid height was determined by GEOID03.
 DE0799
 DE0799;                    North         East    Units  Estimated Accuracy
 DE0799;SPC GA E     -   384,960.      218,310.      MT  (+/- 180 meters Scaled)
 DE0799
 DE0799                          SUPERSEDED SURVEY CONTROL
 DE0799
 DE0799  NGVD 29 (11/20/03)   40.99   (m)          134.5    (f) RESET       3  
 DE0799
 DE0799.Superseded values are not recommended for survey control.
 DE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0799.See file dsdata.txt to determine how the superseded data were derived.
 DE0799
 DE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT098040(NAD 83)
 DE0799_MARKER: DD = SURVEY DISK
 DE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0799_STAMPING: 1C-1 RESET N 1974
 DE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0799+STABILITY: SURFACE MOTION
 DE0799
 DE0799  HISTORY     - Date     Condition        Report By
 DE0799  HISTORY     - UNK      MONUMENTED       LOCSUR
 DE0799  HISTORY     - 1974     GOOD             NGS
 DE0799
 DE0799                          STATION DESCRIPTION
 DE0799
 DE0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DE0799'AT AUGUSTA.
 DE0799'AT AUGUSTA, RICHMOND CO. LOCATION, POST OFFICE AT INTERSECTION
 DE0799'9TH AND WALKER STREETS.  FROM NE. PROP. COR. SOUTH 221 FEET ALONG
 DE0799'WHICH IS THE 9TH STREET RW 20 FT. SOUTH OF CENTERLINE ENTRANCE DRIVE
 DE0799'TO PARKING LOT 4 FEET EAST OF PARKING LOT COR. 1 FOOT WEST OF SIDEWALK
 DE0799'3 IN. ABOVE GROUND, A STANDARD DISK IS STAMPED 1C-1 RESET 1974,
 DE0799'AND SET IN 6 IN. SQUARE CONCRETE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0972 ***********************************************************************
 DE0972  DESIGNATION -  1 CC 22
 DE0972  PID         -  DE0972
 DE0972  STATE/COUNTY-  GA/RICHMOND
 DE0972  USGS QUAD   -  MECHANIC HILL (1981)
 DE0972
 DE0972                         *CURRENT SURVEY CONTROL
 DE0972  ___________________________________________________________________
 DE0972* NAD 83(1986)-  33 15 08.     (N)    081 57 20.     (W)     SCALED    
 DE0972* NAVD 88     -        78.893  (meters)     258.83   (feet)  ADJUSTED  
 DE0972  ___________________________________________________________________
 DE0972  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DE0972  DYNAMIC HT  -          78.807 (meters)     258.55  (feet)  COMP
 DE0972  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 DE0972
 DE0972  VERT ORDER  -  FIRST     CLASS II
 DE0972
 DE0972.The horizontal coordinates were scaled from a topographic map and have
 DE0972.an estimated accuracy of +/- 6 seconds.
 DE0972
 DE0972.The orthometric height was determined by differential leveling
 DE0972.and adjusted by the National Geodetic Survey in June 1991..
 DE0972
 DE0972.The geoid height was determined by GEOID03.
 DE0972
 DE0972.The dynamic height is computed by dividing the NAVD 88
 DE0972.geopotential number by the normal gravity value computed on the
 DE0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0972.degrees latitude (g = 980.6199 gals.).
 DE0972
 DE0972.The modeled gravity was interpolated from observed gravity values.
 DE0972
 DE0972;                    North         East    Units  Estimated Accuracy
 DE0972;SPC GA E     -   360,590.      219,670.      MT  (+/- 180 meters Scaled)
 DE0972
 DE0972                          SUPERSEDED SURVEY CONTROL
 DE0972
 DE0972  NGVD 29 (??/??/92)   79.124  (m)          259.59   (f) ADJ UNCH    1 2
 DE0972
 DE0972.Superseded values are not recommended for survey control.
 DE0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0972.See file dsdata.txt to determine how the superseded data were derived.
 DE0972
 DE0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS109796(NAD 83)
 DE0972_MARKER: DD = SURVEY DISK
 DE0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0972_STAMPING: 1 CC 22
 DE0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0972+STABILITY: SURFACE MOTION
 DE0972
 DE0972  HISTORY     - Date     Condition        Report By
 DE0972  HISTORY     - UNK      MONUMENTED       GAGS
 DE0972  HISTORY     - 1960     GOOD             NGS
 DE0972
 DE0972                          STATION DESCRIPTION
 DE0972
 DE0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0972'0.6 MI NW FROM MC BEAN.
 DE0972'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 56 FROM THE CROSSING
 DE0972'OF THE CENTRAL OF GEORGIA RAILWAY AT MC BEAN, 200 FEET SOUTH OF
 DE0972'THE CENTER LINE OF MC BEAN-HEPHZIBAH ROAD LEADING WEST, 29 1/2
 DE0972'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 115 1/2 FEET
 DE0972'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 DE0972'OF RED BRICK FORMER MC BEAN SCHOOL (NOW SERVING AS A COMMUNITY
 DE0972'HALL), ON TOP OF EAST EDGE OF CUTBANK BETWEEN ENTRANCES OF
 DE0972'CIRCULAR DRIVE TO A RED BRICK HOME, 84 FEET EAST OF THE NORTHEAST
 DE0972'CORNER OF PORCH OF RED BRICK HOUSE, ABOUT 4 FEET ABOVE THE LEVEL
 DE0972'OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 7
 DE0972'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0619 ***********************************************************************
 EE0619  DESIGNATION -  1 D 10
 EE0619  PID         -  EE0619
 EE0619  STATE/COUNTY-  GA/POLK
 EE0619  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0619
 EE0619                         *CURRENT SURVEY CONTROL
 EE0619  ___________________________________________________________________
 EE0619* NAD 83(1986)-  34 00 14.     (N)    085 14 07.     (W)     SCALED    
 EE0619* NAVD 88     -       247.445  (meters)     811.83   (feet)  ADJUSTED  
 EE0619  ___________________________________________________________________
 EE0619  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE0619  DYNAMIC HT  -         247.184 (meters)     810.97  (feet)  COMP
 EE0619  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 EE0619
 EE0619  VERT ORDER  -  FIRST     CLASS II
 EE0619
 EE0619.The horizontal coordinates were scaled from a topographic map and have
 EE0619.an estimated accuracy of +/- 6 seconds.
 EE0619
 EE0619.The orthometric height was determined by differential leveling
 EE0619.and adjusted by the National Geodetic Survey in June 1991..
 EE0619
 EE0619.The geoid height was determined by GEOID03.
 EE0619
 EE0619.The dynamic height is computed by dividing the NAVD 88
 EE0619.geopotential number by the normal gravity value computed on the
 EE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0619.degrees latitude (g = 980.6199 gals.).
 EE0619
 EE0619.The modeled gravity was interpolated from observed gravity values.
 EE0619
 EE0619;                    North         East    Units  Estimated Accuracy
 EE0619;SPC GA W     -   444,450.      601,290.      MT  (+/- 180 meters Scaled)
 EE0619
 EE0619                          SUPERSEDED SURVEY CONTROL
 EE0619
 EE0619  NGVD 29 (??/??/92)  247.373  (m)          811.59   (f) ADJ UNCH    1 2
 EE0619
 EE0619.Superseded values are not recommended for survey control.
 EE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0619.See file dsdata.txt to determine how the superseded data were derived.
 EE0619
 EE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC629639(NAD 83)
 EE0619_MARKER: DB = BENCH MARK DISK
 EE0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0619_STAMPING: 1 D 10
 EE0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0619+STABILITY: SURFACE MOTION
 EE0619
 EE0619  HISTORY     - Date     Condition        Report By
 EE0619  HISTORY     - UNK      MONUMENTED       GAGS
 EE0619  HISTORY     - 1953     MARK NOT FOUND   NGS
 EE0619  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0619
 EE0619                          STATION DESCRIPTION
 EE0619
 EE0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0619'1.3 MI E FROM CEDARTOWN.
 EE0619'1.3 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 EE0619'STATION AT CEDARTOWN, POLK COUNTY, 231 FEET WEST OF MILEPOST 630,
 EE0619'AT A CURVE, ON THE PROLONGATION OF THE NORTH RAIL OF THE EAST
 EE0619'TANGENT, 9 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT LOWER THAN
 EE0619'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE0619'6 INCHES ABOVE GROUND.
 EE0619
 EE0619                          STATION RECOVERY (1972)
 EE0619
 EE0619'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0618 ***********************************************************************
 EE0618  DESIGNATION -  1 D 10 B
 EE0618  PID         -  EE0618
 EE0618  STATE/COUNTY-  GA/POLK
 EE0618  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0618
 EE0618                         *CURRENT SURVEY CONTROL
 EE0618  ___________________________________________________________________
 EE0618* NAD 83(1986)-  34 00 20.     (N)    085 13 01.     (W)     SCALED    
 EE0618* NAVD 88     -       257.694  (meters)     845.45   (feet)  ADJUSTED  
 EE0618  ___________________________________________________________________
 EE0618  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 EE0618  DYNAMIC HT  -         257.422 (meters)     844.56  (feet)  COMP
 EE0618  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 EE0618
 EE0618  VERT ORDER  -  FIRST     CLASS II
 EE0618
 EE0618.The horizontal coordinates were scaled from a topographic map and have
 EE0618.an estimated accuracy of +/- 6 seconds.
 EE0618
 EE0618.The orthometric height was determined by differential leveling
 EE0618.and adjusted by the National Geodetic Survey in June 1991..
 EE0618
 EE0618.The geoid height was determined by GEOID03.
 EE0618
 EE0618.The dynamic height is computed by dividing the NAVD 88
 EE0618.geopotential number by the normal gravity value computed on the
 EE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0618.degrees latitude (g = 980.6199 gals.).
 EE0618
 EE0618.The modeled gravity was interpolated from observed gravity values.
 EE0618
 EE0618;                    North         East    Units  Estimated Accuracy
 EE0618;SPC GA W     -   444,620.      602,980.      MT  (+/- 180 meters Scaled)
 EE0618
 EE0618                          SUPERSEDED SURVEY CONTROL
 EE0618
 EE0618  NGVD 29 (??/??/92)  257.62   (m)          845.2    (f) COMPUTED    1 2
 EE0618
 EE0618.Superseded values are not recommended for survey control.
 EE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0618.See file dsdata.txt to determine how the superseded data were derived.
 EE0618
 EE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC646642(NAD 83)
 EE0618_MARKER: DB = BENCH MARK DISK
 EE0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0618_STAMPING: 1 D 10 B
 EE0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0618+STABILITY: SURFACE MOTION
 EE0618
 EE0618  HISTORY     - Date     Condition        Report By
 EE0618  HISTORY     - UNK      MONUMENTED       CGS
 EE0618  HISTORY     - 1953     MARK NOT FOUND   NGS
 EE0618  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0618
 EE0618                          STATION DESCRIPTION
 EE0618
 EE0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0618'2.3 MI E FROM CEDARTOWN.
 EE0618'2.3 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 EE0618'STATION AT CEDARTOWN, POLK COUNTY, 255 FEET EAST OF MILEPOST 629,
 EE0618'AT A CURVE, ON THE PROLONGATION OF THE NORTH RAIL OF THE WEST
 EE0618'TANGENT, 6 FEET NORTH OF THE NORTH RAIL, 1 FOOT LOWER THAN THE
 EE0618'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 1 D 10 B AND SET
 EE0618'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  BEING SET
 EE0618'SO CLOSE TO THE TRACKS IT WAS PROBABLY DESTROYED WHEN THE SHOULDERS
 EE0618'OF THE GRADE WAS GRADED.
 EE0618
 EE0618                          STATION RECOVERY (1972)
 EE0618
 EE0618'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0615 ***********************************************************************
 EE0615  DESIGNATION -  1 D 13
 EE0615  PID         -  EE0615
 EE0615  STATE/COUNTY-  GA/POLK
 EE0615  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0615
 EE0615                         *CURRENT SURVEY CONTROL
 EE0615  ___________________________________________________________________
 EE0615* NAD 83(1986)-  34 00 08.     (N)    085 08 10.     (W)     SCALED    
 EE0615* NAVD 88     -       245.212  (meters)     804.50   (feet)  ADJUSTED  
 EE0615  ___________________________________________________________________
 EE0615  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE0615  DYNAMIC HT  -         244.951 (meters)     803.64  (feet)  COMP
 EE0615  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 EE0615
 EE0615  VERT ORDER  -  FIRST     CLASS II
 EE0615
 EE0615.The horizontal coordinates were scaled from a topographic map and have
 EE0615.an estimated accuracy of +/- 6 seconds.
 EE0615
 EE0615.The orthometric height was determined by differential leveling
 EE0615.and adjusted by the National Geodetic Survey in June 1991..
 EE0615
 EE0615.The geoid height was determined by GEOID03.
 EE0615
 EE0615.The dynamic height is computed by dividing the NAVD 88
 EE0615.geopotential number by the normal gravity value computed on the
 EE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0615.degrees latitude (g = 980.6199 gals.).
 EE0615
 EE0615.The modeled gravity was interpolated from observed gravity values.
 EE0615
 EE0615;                    North         East    Units  Estimated Accuracy
 EE0615;SPC GA W     -   444,170.      610,450.      MT  (+/- 180 meters Scaled)
 EE0615
 EE0615                          SUPERSEDED SURVEY CONTROL
 EE0615
 EE0615  NGVD 29 (??/??/92)  245.14   (m)          804.3    (f) COMPUTED    1 2
 EE0615
 EE0615.Superseded values are not recommended for survey control.
 EE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0615.See file dsdata.txt to determine how the superseded data were derived.
 EE0615
 EE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC721639(NAD 83)
 EE0615_MARKER: DB = BENCH MARK DISK
 EE0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0615_STAMPING: 1 D 13
 EE0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0615+STABILITY: SURFACE MOTION
 EE0615
 EE0615  HISTORY     - Date     Condition        Report By
 EE0615  HISTORY     - UNK      MONUMENTED       GAGS
 EE0615  HISTORY     - 1953     MARK NOT FOUND   NGS
 EE0615  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0615
 EE0615                          STATION DESCRIPTION
 EE0615
 EE0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0615'AT FISH.
 EE0615'AT FISH, POLK COUNTY, ON THE SEABOARD AIR LINE RAILROAD, 195
 EE0615'FEET EAST OF THE STATION SIGN, 78 FEET SOUTHWEST OF THE SOUTHWEST
 EE0615'CORNER OF A SHED, 26 FEET EAST OF THE EAST END OF A BANK, 8
 EE0615'FEET NORTH OF THE NORTH RAIL, 1 FOOT LOWER THAN THE TRACK.  A
 EE0615'STATE SURVEY STANDARD DISK, STAMPED 1 D 13 AND SET IN THE TOP
 EE0615'OF A CONCRETE POST, FLUSH WITH THE GROUND.  THE STATION AND
 EE0615'STATION SIGN AT FISH ARE GONE.
 EE0615
 EE0615                          STATION RECOVERY (1972)
 EE0615
 EE0615'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0613 ***********************************************************************
 EE0613  DESIGNATION -  1 D 14
 EE0613  PID         -  EE0613
 EE0613  STATE/COUNTY-  GA/POLK
 EE0613  USGS QUAD   -  ROCKMART NORTH (1973)
 EE0613
 EE0613                         *CURRENT SURVEY CONTROL
 EE0613  ___________________________________________________________________
 EE0613* NAD 83(1986)-  34 00 30.     (N)    085 06 50.     (W)     SCALED    
 EE0613* NAVD 88     -       249.229  (meters)     817.68   (feet)  ADJUSTED  
 EE0613  ___________________________________________________________________
 EE0613  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE0613  DYNAMIC HT  -         248.964 (meters)     816.81  (feet)  COMP
 EE0613  MODELED GRAV-     979,567.9   (mgal)                       NAVD 88
 EE0613
 EE0613  VERT ORDER  -  FIRST     CLASS II
 EE0613
 EE0613.The horizontal coordinates were scaled from a topographic map and have
 EE0613.an estimated accuracy of +/- 6 seconds.
 EE0613
 EE0613.The orthometric height was determined by differential leveling
 EE0613.and adjusted by the National Geodetic Survey in June 1991..
 EE0613
 EE0613.The geoid height was determined by GEOID03.
 EE0613
 EE0613.The dynamic height is computed by dividing the NAVD 88
 EE0613.geopotential number by the normal gravity value computed on the
 EE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0613.degrees latitude (g = 980.6199 gals.).
 EE0613
 EE0613.The modeled gravity was interpolated from observed gravity values.
 EE0613
 EE0613;                    North         East    Units  Estimated Accuracy
 EE0613;SPC GA W     -   444,830.      612,510.      MT  (+/- 180 meters Scaled)
 EE0613
 EE0613                          SUPERSEDED SURVEY CONTROL
 EE0613
 EE0613  NGVD 29 (??/??/92)  249.15   (m)          817.4    (f) COMPUTED    1 2
 EE0613
 EE0613.Superseded values are not recommended for survey control.
 EE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0613.See file dsdata.txt to determine how the superseded data were derived.
 EE0613
 EE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC741646(NAD 83)
 EE0613_MARKER: DB = BENCH MARK DISK
 EE0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0613_STAMPING: 1 D 14
 EE0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0613+STABILITY: SURFACE MOTION
 EE0613
 EE0613  HISTORY     - Date     Condition        Report By
 EE0613  HISTORY     - UNK      MONUMENTED       CGS
 EE0613  HISTORY     - 1953     MARK NOT FOUND   NGS
 EE0613  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0613
 EE0613                          STATION DESCRIPTION
 EE0613
 EE0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0613'1.4 MI E FROM ROCKMART.
 EE0613'1.4 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 EE0613'STATION SIGN AT FISH, POLK COUNTY, 0.3 MILE WEST OF MILEPOST
 EE0613'622, 0.2 MILE WEST OF A ROAD CROSSING, 34 FEET NORTHEAST OF A
 EE0613'WHISTLE POST, 6 FEET NORTH OF THE NORTH RAIL, 1-1/2 FEET LOWER
 EE0613'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE0613'3 INCHES ABOVE GROUND.
 EE0613
 EE0613                          STATION RECOVERY (1972)
 EE0613
 EE0613'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0610 ***********************************************************************
 EE0610  DESIGNATION -  1 D 16 B
 EE0610  PID         -  EE0610
 EE0610  STATE/COUNTY-  GA/POLK
 EE0610  USGS QUAD   -  ROCKMART NORTH (1973)
 EE0610
 EE0610                         *CURRENT SURVEY CONTROL
 EE0610  ___________________________________________________________________
 EE0610* NAD 83(1986)-  34 00 24.     (N)    085 04 25.     (W)     SCALED    
 EE0610* NAVD 88     -       240.792  (meters)     790.00   (feet)  POSTED    
 EE0610  ___________________________________________________________________
 EE0610  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE0610  DYNAMIC HT  -         240.540 (meters)     789.17  (feet)  COMP
 EE0610  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 EE0610
 EE0610  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EE0610
 EE0610.The horizontal coordinates were scaled from a topographic map and have
 EE0610.an estimated accuracy of +/- 6 seconds.
 EE0610
 EE0610.The orthometric height was determined by differential leveling
 EE0610.and adjusted by the National Geodetic Survey in 1992..
 EE0610.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EE0610.rate of 2.1 thru 3.0 mm/km.
 EE0610
 EE0610.The geoid height was determined by GEOID03.
 EE0610
 EE0610.The dynamic height is computed by dividing the NAVD 88
 EE0610.geopotential number by the normal gravity value computed on the
 EE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0610.degrees latitude (g = 980.6199 gals.).
 EE0610
 EE0610.The modeled gravity was interpolated from observed gravity values.
 EE0610
 EE0610;                    North         East    Units  Estimated Accuracy
 EE0610;SPC GA W     -   444,610.      616,230.      MT  (+/- 180 meters Scaled)
 EE0610
 EE0610                          SUPERSEDED SURVEY CONTROL
 EE0610
 EE0610  NGVD 29 (??/??/92)  240.73   (m)          789.8    (f) COMPUTED    1 2
 EE0610
 EE0610.Superseded values are not recommended for survey control.
 EE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0610.See file dsdata.txt to determine how the superseded data were derived.
 EE0610
 EE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC778645(NAD 83)
 EE0610_MARKER: DD = SURVEY DISK
 EE0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0610_STAMPING: 1 D 16 B
 EE0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0610+STABILITY: SURFACE MOTION
 EE0610
 EE0610  HISTORY     - Date     Condition        Report By
 EE0610  HISTORY     - UNK      MONUMENTED       GAGS
 EE0610  HISTORY     - 1953     MARK NOT FOUND   NGS
 EE0610  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0610
 EE0610                          STATION DESCRIPTION
 EE0610
 EE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0610'1 MI NW FROM ROCKMART.
 EE0610'ABOUT 1 MILE NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 EE0610'THE STATION AT ROCKMART, POLK COUNTY, 0.4 MILE SOUTHEAST OF
 EE0610'MILEPOST 620, 130 FEET NORTHWEST OF A YARD-LIMIT SIGN, NEAR THE
 EE0610'SOUTHEAST END OF A 10-FOOT FILL, 6 FEET NORTHEAST OF THE NORTHEAST
 EE0610'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STATE SURVEY
 EE0610'STANDARD DISK, STAMPED 1 D 16 B AND SET IN THE TOP OF A
 EE0610'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  THE RAILROAD
 EE0610'TRACKS HAVE BEEN RAISED CONSIDERABLE ALONG THIS SECTION, MARK IS
 EE0610'PROBABLY UNDER SLAG USED TO RAISE THE TRACKS.
 EE0610
 EE0610                          STATION RECOVERY (1972)
 EE0610
 EE0610'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0813 ***********************************************************************
 EE0813  DESIGNATION -  1 D 2
 EE0813  PID         -  EE0813
 EE0813  STATE/COUNTY-  GA/POLK
 EE0813  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0813
 EE0813                         *CURRENT SURVEY CONTROL
 EE0813  ___________________________________________________________________
 EE0813* NAD 83(1986)-  34 00 10.     (N)    085 24 16.     (W)     SCALED    
 EE0813* NAVD 88     -       275.930  (meters)     905.28   (feet)  ADJUSTED  
 EE0813  ___________________________________________________________________
 EE0813  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE0813  DYNAMIC HT  -         275.640 (meters)     904.33  (feet)  COMP
 EE0813  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 EE0813
 EE0813  VERT ORDER  -  SECOND    CLASS 0
 EE0813
 EE0813.The horizontal coordinates were scaled from a topographic map and have
 EE0813.an estimated accuracy of +/- 6 seconds.
 EE0813
 EE0813.The orthometric height was determined by differential leveling
 EE0813.and adjusted by the National Geodetic Survey in June 1991..
 EE0813
 EE0813.The geoid height was determined by GEOID03.
 EE0813
 EE0813.The dynamic height is computed by dividing the NAVD 88
 EE0813.geopotential number by the normal gravity value computed on the
 EE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0813.degrees latitude (g = 980.6199 gals.).
 EE0813
 EE0813.The modeled gravity was interpolated from observed gravity values.
 EE0813
 EE0813;                    North         East    Units  Estimated Accuracy
 EE0813;SPC GA W     -   444,500.      585,660.      MT  (+/- 180 meters Scaled)
 EE0813
 EE0813                          SUPERSEDED SURVEY CONTROL
 EE0813
 EE0813  NGVD 29 (??/??/92)  275.854  (m)          905.03   (f) ADJ UNCH    2 0
 EE0813
 EE0813.Superseded values are not recommended for survey control.
 EE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0813.See file dsdata.txt to determine how the superseded data were derived.
 EE0813
 EE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC473636(NAD 83)
 EE0813_MARKER: DD = SURVEY DISK
 EE0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0813_STAMPING: 1 D 2
 EE0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0813+STABILITY: SURFACE MOTION
 EE0813
 EE0813  HISTORY     - Date     Condition        Report By
 EE0813  HISTORY     - UNK      MONUMENTED       GAGS
 EE0813  HISTORY     - 1948     GOOD             NGS
 EE0813  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0813
 EE0813                          STATION DESCRIPTION
 EE0813
 EE0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0813'0.6 MI SW FROM ETNA.
 EE0813'ABOUT 0.65 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0813'SIGN AT ETNA, ABOUT 21 1/2 RAILS NORTHEAST OF THE SOUTHERN RAILWAY
 EE0813'STATE LINE MARKER POST, BETWEEN A BLACK TOP ROAD AND THE TRACK, AT
 EE0813'A DIM ROAD CROSSING, 26 FEET NORTHWEST OF THE NORTHWEST RAIL, 20.5
 EE0813'FEET SOUTHEAST OF A 24-INCH TREE, 13 FEET NORTHEAST OF THE CENTER
 EE0813'LINE OF THE DIM ROAD, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 EE0813'THE BLACK TOP ROAD, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EE0813'ABOUT LEVEL WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 EE0813'PROJECTING 3 INCHES.
 EE0813
 EE0813                          STATION RECOVERY (1972)
 EE0813
 EE0813'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0814 ***********************************************************************
 EE0814  DESIGNATION -  1 D 2 A
 EE0814  PID         -  EE0814
 EE0814  STATE/COUNTY-  GA/POLK
 EE0814  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0814
 EE0814                         *CURRENT SURVEY CONTROL
 EE0814  ___________________________________________________________________
 EE0814* NAD 83(1986)-  34 00 17.     (N)    085 23 48.     (W)     SCALED    
 EE0814* NAVD 88     -       269.655  (meters)     884.69   (feet)  ADJUSTED  
 EE0814  ___________________________________________________________________
 EE0814  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0814  DYNAMIC HT  -         269.371 (meters)     883.76  (feet)  COMP
 EE0814  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 EE0814
 EE0814  VERT ORDER  -  SECOND    CLASS 0
 EE0814
 EE0814.The horizontal coordinates were scaled from a topographic map and have
 EE0814.an estimated accuracy of +/- 6 seconds.
 EE0814
 EE0814.The orthometric height was determined by differential leveling
 EE0814.and adjusted by the National Geodetic Survey in June 1991..
 EE0814
 EE0814.The geoid height was determined by GEOID03.
 EE0814
 EE0814.The dynamic height is computed by dividing the NAVD 88
 EE0814.geopotential number by the normal gravity value computed on the
 EE0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0814.degrees latitude (g = 980.6199 gals.).
 EE0814
 EE0814.The modeled gravity was interpolated from observed gravity values.
 EE0814
 EE0814;                    North         East    Units  Estimated Accuracy
 EE0814;SPC GA W     -   444,710.      586,380.      MT  (+/- 180 meters Scaled)
 EE0814
 EE0814                          SUPERSEDED SURVEY CONTROL
 EE0814
 EE0814  NGVD 29 (??/??/92)  269.579  (m)          884.44   (f) ADJ UNCH    2 0
 EE0814
 EE0814.Superseded values are not recommended for survey control.
 EE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0814.See file dsdata.txt to determine how the superseded data were derived.
 EE0814
 EE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC480638(NAD 83)
 EE0814_MARKER: DD = SURVEY DISK
 EE0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0814_STAMPING: 1D 7A
 EE0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0814+STABILITY: SURFACE MOTION
 EE0814
 EE0814  HISTORY     - Date     Condition        Report By
 EE0814  HISTORY     - UNK      MONUMENTED       GAGS
 EE0814  HISTORY     - 1972     GOOD             NGS
 EE0814
 EE0814                          STATION DESCRIPTION
 EE0814
 EE0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0814'0.6 MI NE FROM GA ALA STATE LINE.
 EE0814'ABOUT 0.55 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0814'GEORGIA-ALABAMA STATE LINE, OR ABOUT 0.15 MILE SOUTH ALONG U.S.
 EE0814'HIGHWAY 27 FROM THE CITY HALL AT CEDARTOWN, THENCE 0.1 MILE
 EE0814'WEST ALONG WEST AVENUE, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 6,
 EE0814'THENCE 5.95 MILES WEST ALONG PRIOR STATION ROAD, THENCE 1.7 MILES
 EE0814'SOUTHWEST ALONG THE SOUTHERN RAILWAY, ABOUT 1.2 MILES SOUTHWEST OF
 EE0814'THE STATION SIGN AT THE COMMUNITY OF PRIOR, 299 YARDS SOUTHWEST
 EE0814'OF A CROSSING OF THE RAILWAY AND A DIRT ROAD, ABOUT 0.15 MILE
 EE0814'SOUTH-SOUTHWEST ACROSS COUNTRY FROM THE ETNA BAPTIST CHURCH,
 EE0814'98 1/2 FEET EAST-SOUTHEAST OF MILEPOST 21, 31 1/2 FEET SOUTH-SOUTHEAST
 EE0814'OF THE SOUTH-SOUTHEAST RAIL, NEAR THE CENTER AND ON THE OUTSIDE OF
 EE0814'A CURVE IN THE TRACK, 38 1/2 FEET WEST OF A 36-INCH OAK TREE,
 EE0814'0.5 FOOT NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 EE0814'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 EE0814'THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0823 ***********************************************************************
 EE0823  DESIGNATION -  1 D 6 A
 EE0823  PID         -  EE0823
 EE0823  STATE/COUNTY-  GA/POLK
 EE0823  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE0823
 EE0823                         *CURRENT SURVEY CONTROL
 EE0823  ___________________________________________________________________
 EE0823* NAD 83(1986)-  34 00 55.     (N)    085 18 21.     (W)     SCALED    
 EE0823* NAVD 88     -       276.091  (meters)     905.81   (feet)  ADJUSTED  
 EE0823  ___________________________________________________________________
 EE0823  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE0823  DYNAMIC HT  -         275.801 (meters)     904.86  (feet)  COMP
 EE0823  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 EE0823
 EE0823  VERT ORDER  -  SECOND    CLASS 0
 EE0823
 EE0823.The horizontal coordinates were scaled from a topographic map and have
 EE0823.an estimated accuracy of +/- 6 seconds.
 EE0823
 EE0823.The orthometric height was determined by differential leveling
 EE0823.and adjusted by the National Geodetic Survey in June 1991..
 EE0823
 EE0823.The geoid height was determined by GEOID03.
 EE0823
 EE0823.The dynamic height is computed by dividing the NAVD 88
 EE0823.geopotential number by the normal gravity value computed on the
 EE0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0823.degrees latitude (g = 980.6199 gals.).
 EE0823
 EE0823.The modeled gravity was interpolated from observed gravity values.
 EE0823
 EE0823;                    North         East    Units  Estimated Accuracy
 EE0823;SPC GA W     -   445,780.      594,790.      MT  (+/- 180 meters Scaled)
 EE0823
 EE0823                          SUPERSEDED SURVEY CONTROL
 EE0823
 EE0823  NGVD 29 (??/??/92)  276.020  (m)          905.58   (f) ADJ UNCH    2 0
 EE0823
 EE0823.Superseded values are not recommended for survey control.
 EE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0823.See file dsdata.txt to determine how the superseded data were derived.
 EE0823
 EE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC564651(NAD 83)
 EE0823_MARKER: DD = SURVEY DISK
 EE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0823_STAMPING: 1D 7A
 EE0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0823+STABILITY: SURFACE MOTION
 EE0823
 EE0823  HISTORY     - Date     Condition        Report By
 EE0823  HISTORY     - UNK      MONUMENTED       GAGS
 EE0823  HISTORY     - 1972     GOOD             NGS
 EE0823
 EE0823                          STATION DESCRIPTION
 EE0823
 EE0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0823'3.2 MI W FROM CEDARTOWN.
 EE0823'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL
 EE0823'AT CEDARTOWN, THENCE 0.1 MILE WEST ALONG WEST AVENUE, THENCE
 EE0823'1.0 MILE WEST ALONG U.S. HIGHWAY 278 AND STATE HIGHWAY 6, THENCE
 EE0823'1.9 MILES WEST ALONG PRIOR STATION ROAD, NEAR THE CREST OF A
 EE0823'HILL, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET WEST
 EE0823'OF THE CENTER LINE OF A GRAVELED DRIVEWAY THAT LEADS TO A RED
 EE0823'IMITATION BRICK HOUSE, 77 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 EE0823'CORNER OF THE HOUSE, 16 1/2 FEET WEST-SOUTHWEST OF POWER POLE
 EE0823'NUMBER 17, 72 FEET NORTHWEST AND ACROSS THE ROAD FROM POWER POLE
 EE0823'NUMBER 3148 WHICH BEARS A TRANSFORMER, 0.5 FOOT SOUTH OF A METAL
 EE0823'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 EE0823'IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2247 ***********************************************************************
 BT2247  DESIGNATION -  1 DRM
 BT2247  PID         -  BT2247
 BT2247  STATE/COUNTY-  GA/DOUGHERTY
 BT2247  USGS QUAD   -  LEESBURG (1988)
 BT2247
 BT2247                         *CURRENT SURVEY CONTROL
 BT2247  ___________________________________________________________________
 BT2247* NAD 83(1994)-  31 38 02.03111(N)    084 12 47.99592(W)     ADJUSTED  
 BT2247* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BT2247  ___________________________________________________________________
 BT2247  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BT2247  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT2247
 BT2247  HORZ ORDER  -  SECOND
 BT2247
 BT2247.The horizontal coordinates were established by classical geodetic methods
 BT2247.and adjusted by the National Geodetic Survey in September 1997..
 BT2247.No horizontal observational check was made to the station.
 BT2247
 BT2247.The orthometric height was scaled from a topographic map.
 BT2247
 BT2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2247
 BT2247.The geoid height was determined by GEOID03.
 BT2247
 BT2247;                    North         East     Units Scale Factor Converg.
 BT2247;SPC GA W     -   181,127.103   695,573.439   MT  0.99990024   -0 01 28.1
 BT2247;SPC GA W     -   594,247.84  2,282,060.52   sFT  0.99990024   -0 01 28.1
 BT2247;UTM  16      - 3,503,229.917   764,303.383   MT  1.00046166   +1 27 44.7
 BT2247
 BT2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2247!SPC GA W     -   0.99999291  x   0.99990024  =   0.99989315
 BT2247!UTM  16      -   0.99999291  x   1.00046166  =   1.00045457
 BT2247
 BT2247                          SUPERSEDED SURVEY CONTROL
 BT2247
 BT2247  NAD 83(1986)-  31 38 02.03709(N)    084 12 48.00199(W) AD(       ) 2
 BT2247
 BT2247.Superseded values are not recommended for survey control.
 BT2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2247.See file dsdata.txt to determine how the superseded data were derived.
 BT2247
 BT2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6430303230(NAD 83)
 BT2247_MARKER: A = ALUMINUM MARKER
 BT2247_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2247_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2247_STAMPING: 1 DRM 1988
 BT2247_MARK LOGO: GA-095
 BT2247_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2247+STABILITY: POSITION/ELEVATION WELL
 BT2247
 BT2247  HISTORY     - Date     Condition        Report By
 BT2247  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2247
 BT2247                          STATION DESCRIPTION
 BT2247
 BT2247'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2247'MARK IS LOCATED ABOUT 2 MI (3.22 KM) NORTHWEST OF ALBANY IN LEE COUNTY
 BT2247', GEORGIA ON FUSSELL ROAD. MARK IS AZIMUTH MARK FOR GPS STATION
 BT2247'404---BV 088-204 GEORGIA D.O.T. MONUMENT.
 BT2247'TO REACH MARK FROM JUNCTION OF PALMYRA ROAD AND LEDO ROAD, GO
 BT2247'NORTHWEST ON PALMYRA ROAD FOR 1 MI (1.61 KM) TO FUSSELL ROAD, TURN
 BT2247'LEFT AND GO WEST ON FUSSELL ROAD FOR 1.20 MI (1.93 KM) TO MARK IN
 BT2247'SOUTH RIGHT-OF-WAY.
 BT2247'MARK IS 35.6 FT (10.85 M) SOUTHWEST OF CENTERLINE OF FUSSELL ROAD,
 BT2247'116.2 FT (35.42 M) SOUTHWEST OF POWER POLE H1088, 15.8 FT (4.82 M)
 BT2247'NORTHEAST WITNESS POST AND FENCE LINE.
 BT2247'MARK IS AN ALUMINUM DISK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO
 BT2247'REFUSAL AND ENCASED IN A CAST IRON ROUND WATER VALVE BOX WITH CAST
 BT2247'COVER. COVER BEING FLUSH WITH GROUND, ACTUAL DISK BEING 1.7 FT
 BT2247'(0.52 M) BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0748 ***********************************************************************
 DF0748  DESIGNATION -  1 E 14
 DF0748  PID         -  DF0748
 DF0748  STATE/COUNTY-  GA/MONROE
 DF0748  USGS QUAD   -  FORSYTH (1985)
 DF0748
 DF0748                         *CURRENT SURVEY CONTROL
 DF0748  ___________________________________________________________________
 DF0748* NAD 83(1986)-  33 02 12.     (N)    083 56 10.     (W)     SCALED    
 DF0748* NAVD 88     -       214.949  (meters)     705.21   (feet)  ADJUSTED  
 DF0748  ___________________________________________________________________
 DF0748  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DF0748  DYNAMIC HT  -         214.712 (meters)     704.43  (feet)  COMP
 DF0748  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DF0748
 DF0748  VERT ORDER  -  SECOND    CLASS 0
 DF0748
 DF0748.The horizontal coordinates were scaled from a topographic map and have
 DF0748.an estimated accuracy of +/- 6 seconds.
 DF0748
 DF0748.The orthometric height was determined by differential leveling
 DF0748.and adjusted by the National Geodetic Survey in June 1991..
 DF0748
 DF0748.The geoid height was determined by GEOID03.
 DF0748
 DF0748.The dynamic height is computed by dividing the NAVD 88
 DF0748.geopotential number by the normal gravity value computed on the
 DF0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0748.degrees latitude (g = 980.6199 gals.).
 DF0748
 DF0748.The modeled gravity was interpolated from observed gravity values.
 DF0748
 DF0748;                    North         East    Units  Estimated Accuracy
 DF0748;SPC GA W     -   336,690.      721,540.      MT  (+/- 180 meters Scaled)
 DF0748
 DF0748                          SUPERSEDED SURVEY CONTROL
 DF0748
 DF0748  NGVD 29 (??/??/92)  215.09   (m)          705.7    (f) COMPUTED    2 0
 DF0748
 DF0748.Superseded values are not recommended for survey control.
 DF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0748.See file dsdata.txt to determine how the superseded data were derived.
 DF0748
 DF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS257591(NAD 83)
 DF0748_MARKER: DD = SURVEY DISK
 DF0748_SETTING: 0 = UNSPECIFIED SETTING
 DF0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0748
 DF0748  HISTORY     - Date     Condition        Report By
 DF0748  HISTORY     - UNK      MONUMENTED       GAGS
 DF0748  HISTORY     - 1937     GOOD             NGS
 DF0748  HISTORY     - 1958     MARK NOT FOUND   NGS
 DF0748
 DF0748                          STATION DESCRIPTION
 DF0748
 DF0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 DF0748'AT FORSYTH.
 DF0748'1E-14 IS LOCATED ON THE RIGHT OF WAY OF THE CENTRAL OF GA. R.R.
 DF0748'IN FORSYTH, GA., 0.1 MI. W. OF R.R. STA. FROM THE COURT HOUSE
 DF0748'SQUARE IN FORSYTH, GO N. OUT LEE ST. TO THE R.R. CROSSING.
 DF0748'CROSS R.R. AND TURN ABRUPTLY TO THE RIGHT AND FOLLOW STRAIGHT
 DF0748'DOWN SIDE OF R.R. STATION.  IS JUST N. OF THE MAIN LINE AND
 DF0748'S. OF THE SIDE TRACKAT A POINT ALMOST OPPOSITE THE N.W. CORNER
 DF0748'OF THE TRIO MILL.
 DF0748'62.3 FT. N. W. OF N. W. CORNER OF THE TRIO MILL, 4.0 FT. N. OF THE
 DF0748'N. RAIL OF THE MAIN LINE, 5.0 FT. S. OF S. RAIL OF SIDE TRACK,
 DF0748'59.2 FT. NE. OF N.E. CORNER OF FRAME WAREHOUSE FOR TRIO MILL.
 DF0748
 DF0748                          STATION RECOVERY (1958)
 DF0748
 DF0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DF0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0777 ***********************************************************************
 DG0777  DESIGNATION -  1 E 8
 DG0777  PID         -  DG0777
 DG0777  STATE/COUNTY-  GA/MONROE
 DG0777  USGS QUAD   -  JOHNSTONVILLE (1973)
 DG0777
 DG0777                         *CURRENT SURVEY CONTROL
 DG0777  ___________________________________________________________________
 DG0777* NAD 83(1986)-  33 02 49.     (N)    084 00 52.     (W)     SCALED    
 DG0777* NAVD 88     -       222.193  (meters)     728.98   (feet)  ADJUSTED  
 DG0777  ___________________________________________________________________
 DG0777  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DG0777  DYNAMIC HT  -         221.946 (meters)     728.17  (feet)  COMP
 DG0777  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DG0777
 DG0777  VERT ORDER  -  SECOND    CLASS 0
 DG0777
 DG0777.The horizontal coordinates were scaled from a topographic map and have
 DG0777.an estimated accuracy of +/- 6 seconds.
 DG0777
 DG0777.The orthometric height was determined by differential leveling
 DG0777.and adjusted by the National Geodetic Survey in June 1991..
 DG0777.WARNING-Repeat measurements at this control monument indicate possible
 DG0777.vertical movement.
 DG0777
 DG0777.The geoid height was determined by GEOID03.
 DG0777
 DG0777.The dynamic height is computed by dividing the NAVD 88
 DG0777.geopotential number by the normal gravity value computed on the
 DG0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0777.degrees latitude (g = 980.6199 gals.).
 DG0777
 DG0777.The modeled gravity was interpolated from observed gravity values.
 DG0777
 DG0777;                    North         East    Units  Estimated Accuracy
 DG0777;SPC GA W     -   337,820.      714,220.      MT  (+/- 180 meters Scaled)
 DG0777
 DG0777                          SUPERSEDED SURVEY CONTROL
 DG0777
 DG0777  NGVD 29 (??/??/92)  222.264  (m)          729.21   (f) ADJ UNCH    2 0
 DG0777
 DG0777.Superseded values are not recommended for survey control.
 DG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0777.See file dsdata.txt to determine how the superseded data were derived.
 DG0777
 DG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB788604(NAD 83)
 DG0777_MARKER: DB = BENCH MARK DISK
 DG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0777_STAMPING: 1 E 8 728.854
 DG0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0777+STABILITY: SURFACE MOTION
 DG0777
 DG0777  HISTORY     - Date     Condition        Report By
 DG0777  HISTORY     - UNK      MONUMENTED       GAGS
 DG0777  HISTORY     - 1958     GOOD             NGS
 DG0777
 DG0777                          STATION DESCRIPTION
 DG0777
 DG0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0777'6 MI W FROM FORSYTH.
 DG0777'ABOUT 6.0 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 DG0777'STATION AT FORSYTH, 0.35 MILE WEST OF MILEPOST S 223, 19.3 FEET
 DG0777'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4 1/2 FEET SOUTH OF
 DG0777'THE SOUTH RAIL OF SIDE TRACK AND ALONG SHOULDER OF FILL, AT
 DG0777'OUTSIDE OF CURVE AND IN LINE WITH THE SOUTH RAIL OF THE MAIN TRACK
 DG0777'WEST OF CURVE, 27 1/2 FEET NORTH OF THE CENTER LINE OF U.S.
 DG0777'HIGHWAY 41 AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, 61
 DG0777'FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE 96,
 DG0777'139 1/2 FEET WEST-SOUTHWEST OF THE CROSSING OF A DRIVE LEADING
 DG0777'NORTH TO A FARM, 64 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 DG0777'TELEPHONE POLE 223-15, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 DG0777'MAIN TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1152 ***********************************************************************
 CL1152  DESIGNATION -  1 FAR USGS
 CL1152  PID         -  CL1152
 CL1152  STATE/COUNTY-  GA/EMANUEL
 CL1152  USGS QUAD   -  COLEMANS LAKE (1973)
 CL1152
 CL1152                         *CURRENT SURVEY CONTROL
 CL1152  ___________________________________________________________________
 CL1152* NAD 83(1986)-  32 45 37.     (N)    082 15 23.     (W)     SCALED    
 CL1152* NAVD 88     -        71.725  (meters)     235.32   (feet)  ADJUSTED  
 CL1152  ___________________________________________________________________
 CL1152  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CL1152  DYNAMIC HT  -          71.646 (meters)     235.06  (feet)  COMP
 CL1152  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CL1152
 CL1152  VERT ORDER  -  FIRST     CLASS II
 CL1152
 CL1152.The horizontal coordinates were scaled from a topographic map and have
 CL1152.an estimated accuracy of +/- 6 seconds.
 CL1152
 CL1152.The orthometric height was determined by differential leveling
 CL1152.and adjusted by the National Geodetic Survey in June 1991..
 CL1152
 CL1152.The geoid height was determined by GEOID03.
 CL1152
 CL1152.The dynamic height is computed by dividing the NAVD 88
 CL1152.geopotential number by the normal gravity value computed on the
 CL1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1152.degrees latitude (g = 980.6199 gals.).
 CL1152
 CL1152.The modeled gravity was interpolated from observed gravity values.
 CL1152
 CL1152;                    North         East    Units  Estimated Accuracy
 CL1152;SPC GA E     -   306,020.      191,590.      MT  (+/- 180 meters Scaled)
 CL1152
 CL1152                          SUPERSEDED SURVEY CONTROL
 CL1152
 CL1152.No superseded survey control is available for this station.
 CL1152
 CL1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS823254(NAD 83)
 CL1152_MARKER: DD = SURVEY DISK
 CL1152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CL1152_SP_SET: HEADWALL
 CL1152_STAMPING: 1 FAR 1970
 CL1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1152+STABILITY: SURFACE MOTION
 CL1152
 CL1152  HISTORY     - Date     Condition        Report By
 CL1152  HISTORY     - 1970     MONUMENTED       USGS
 CL1152  HISTORY     - 1979     GOOD             NGS
 CL1152
 CL1152                          STATION DESCRIPTION
 CL1152
 CL1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1152'4.15 MI SOUTH FROM MIDVILLE.
 CL1152'4.15 MILES SOUTH ALONG STATE HIGHWAY 56 FROM THE CENTRAL OF GEORGIA
 CL1152'RAILROAD CROSSING AT MIDVILLE, AT THE NORTHEAST END OF THE
 CL1152'NORTHWEST HEADWALL OF A 3-FOOT DIAMETER PIPE CULVERT, 355 FT.
 CL1152'NORTHEAST OF THE NORTHEAST ENTRANCE TO ITT RAYONIER INC. FOREST, 345
 CL1152'FT. SOUTHWEST OF CENTERLINEOF DIRT ROAD, 23 FT. NORTHWEST OF
 CL1152'CENTERLINE OF HIGHWAY 56, 25 FT. EAST OF 30-INCH OAK TREE WITH
 CL1152'WITNESS PLAQUE.
 CL1152'THE MARK IS 25 FT  E FROM  PLAQUE ON TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1159 ***********************************************************************
 ED1159  DESIGNATION -  1 GADT
 ED1159  PID         -  ED1159
 ED1159  STATE/COUNTY-  GA/STEPHENS
 ED1159  USGS QUAD   -  TOCCOA (1964)
 ED1159
 ED1159                         *CURRENT SURVEY CONTROL
 ED1159  ___________________________________________________________________
 ED1159* NAD 83(1986)-  34 34 37.     (N)    083 18 52.     (W)     SCALED    
 ED1159* NAVD 88     -       311.217  (meters)    1021.05   (feet)  ADJUSTED  
 ED1159  ___________________________________________________________________
 ED1159  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 ED1159  DYNAMIC HT  -         310.889 (meters)    1019.98  (feet)  COMP
 ED1159  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 ED1159
 ED1159  VERT ORDER  -  FIRST     CLASS II
 ED1159
 ED1159.The horizontal coordinates were scaled from a topographic map and have
 ED1159.an estimated accuracy of +/- 6 seconds.
 ED1159
 ED1159.The orthometric height was determined by differential leveling
 ED1159.and adjusted by the National Geodetic Survey in June 1991..
 ED1159
 ED1159.The geoid height was determined by GEOID03.
 ED1159
 ED1159.The dynamic height is computed by dividing the NAVD 88
 ED1159.geopotential number by the normal gravity value computed on the
 ED1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1159.degrees latitude (g = 980.6199 gals.).
 ED1159
 ED1159.The modeled gravity was interpolated from observed gravity values.
 ED1159
 ED1159;                    North         East    Units  Estimated Accuracy
 ED1159;SPC GA E     -   508,100.       94,690.      MT  (+/- 180 meters Scaled)
 ED1159
 ED1159                          SUPERSEDED SURVEY CONTROL
 ED1159
 ED1159  NGVD 29 (12/12/91)  311.210  (m)         1021.03   (f) ADJUSTED    1 2
 ED1159
 ED1159.Superseded values are not recommended for survey control.
 ED1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1159.See file dsdata.txt to determine how the superseded data were derived.
 ED1159
 ED1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU877285(NAD 83)
 ED1159_MARKER: DD = SURVEY DISK
 ED1159_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED1159_SP_SET: BRIDGE ABUTMENT
 ED1159_STAMPING: 1
 ED1159_MARK LOGO: GADT  
 ED1159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1159
 ED1159  HISTORY     - Date     Condition        Report By
 ED1159  HISTORY     - UNK      MONUMENTED       GADT
 ED1159  HISTORY     - 1982     GOOD             NGS
 ED1159  HISTORY     - 19930808 GOOD             NGS
 ED1159
 ED1159                          STATION DESCRIPTION
 ED1159
 ED1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1159'IN TOCCOA.
 ED1159'IN TOCCOA, 0.08 KM (0.05 MI) NORTHWEST ALONG NORTH BIG A ROAD (STATE
 ED1159'HIGHWAY 17 CONNECTOR) FROM THE JUNCTION OF U.S. HIGHWAY 123 AND STATE
 ED1159'HIGHWAY 13 TO THE MARK ON THE LEFT, IN THE TOP OF THE NORTHWEST
 ED1159'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE SOUTHERN RAILROAD, 1.20 METERS
 ED1159'(3.9 FT) SOUTHWEST OF THE NORTHEAST CURB OF NORTH BIG A ROAD,
 ED1159'0.32 METER (1.0 FT) NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST CONCRETE
 ED1159'BRIDGE RAILING.  NOTE--THIS DISK WAS NOT STAMPED.  A (1) WAS STAMPED
 ED1159'BY THIS PARTY.
 ED1159'THE MARK IS 3.45 METERS  E FROM A WITNESS POST.
 ED1159'THE MARK IS 0.15 M ABOVE HIGHWAY.
 ED1159
 ED1159                          STATION RECOVERY (1993)
 ED1159
 ED1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1159'RECOVERED AS DESCRIBED IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0061 ***********************************************************************
 BR0061  DESIGNATION -  1 GC 24
 BR0061  PID         -  BR0061
 BR0061  STATE/COUNTY-  GA/GLYNN
 BR0061  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0061
 BR0061                         *CURRENT SURVEY CONTROL
 BR0061  ___________________________________________________________________
 BR0061* NAD 83(1986)-  31 09 34.     (N)    081 23 17.     (W)     SCALED    
 BR0061* NAVD 88     -         4.834  (meters)      15.86   (feet)  ADJUSTED  
 BR0061  ___________________________________________________________________
 BR0061  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 BR0061  DYNAMIC HT  -           4.828 (meters)      15.84  (feet)  COMP
 BR0061  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 BR0061
 BR0061  VERT ORDER  -  FIRST     CLASS II
 BR0061
 BR0061.This mark is at Malcolm Mckinnon Airport (SSI)
 BR0061
 BR0061.The horizontal coordinates were scaled from a topographic map and have
 BR0061.an estimated accuracy of +/- 6 seconds.
 BR0061
 BR0061.The orthometric height was determined by differential leveling
 BR0061.and adjusted by the National Geodetic Survey in June 1991..
 BR0061.WARNING-Repeat measurements at this control monument indicate possible
 BR0061.vertical movement.
 BR0061
 BR0061.The geoid height was determined by GEOID03.
 BR0061
 BR0061.The dynamic height is computed by dividing the NAVD 88
 BR0061.geopotential number by the normal gravity value computed on the
 BR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0061.degrees latitude (g = 980.6199 gals.).
 BR0061
 BR0061.The modeled gravity was interpolated from observed gravity values.
 BR0061
 BR0061;                    North         East    Units  Estimated Accuracy
 BR0061;SPC GA E     -   128,790.      274,230.      MT  (+/- 180 meters Scaled)
 BR0061
 BR0061                          SUPERSEDED SURVEY CONTROL
 BR0061
 BR0061  NGVD 29 (??/??/92)    5.136  (m)           16.85   (f) ADJ UNCH    1 2
 BR0061
 BR0061.Superseded values are not recommended for survey control.
 BR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0061.See file dsdata.txt to determine how the superseded data were derived.
 BR0061
 BR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ630473(NAD 83)
 BR0061_MARKER: DD = SURVEY DISK
 BR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0061_STAMPING: 1 GC 24
 BR0061_MARK LOGO: GAGS  
 BR0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0061+STABILITY: SURFACE MOTION
 BR0061
 BR0061  HISTORY     - Date     Condition        Report By
 BR0061  HISTORY     - UNK      MONUMENTED       GAGS
 BR0061  HISTORY     - 1961     GOOD             NGS
 BR0061  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0061  HISTORY     - 19930513 GOOD             NGS
 BR0061
 BR0061                          STATION DESCRIPTION
 BR0061
 BR0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0061'AT MALCOLM MC KINNON AIRPORT.
 BR0061'0.2 MILE NORTH ON BLACKTOPPED ROAD FROM THE ENTRANCE TO MALCOLM
 BR0061'MCKINNON AIRPORT ON ST. SIMONS ISLAND AND AT THE INTERSECTION OF
 BR0061'THREE ROADS, (SEA ISLAND DRIVE, RETREAT AVENUE, DEMERE ROAD).  26.6
 BR0061'FEET EAST OF THE CENTER LINE OF SEA ISLAND DRIVE, 24.5 FEET NORTH
 BR0061'OF THE CENTER LINE OF DEMERE ROAD, 15 FEET SOUTHEAST OF A PALM TREE
 BR0061'IN A GRASS ISLAND AND 3 INCHES SOUTH OF THE SOUTH CURB OF DEMERE ROAD.
 BR0061'SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 BR0061
 BR0061                          STATION RECOVERY (1975)
 BR0061
 BR0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0061'MARK NOT FOUND.
 BR0061
 BR0061                          STATION RECOVERY (1993)
 BR0061
 BR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BR0061'1.15 MILES (1.85 KM) SE ALONG DEMERE RD ON ST SIMONS ISLAND FROM THE
 BR0061'STOPLIGHT AT NEW SEA ISLAND RD TO THE MARK ON THE LEFT OR 0.2 MILE
 BR0061'(0.3 KM) NORTHWEST ON DEMERE ROAD FROM THE ENTRANCE TO MALCOLM
 BR0061'MCKINNON AIRPORT, AT THE NE CORNER OF THE INTERSECTION OF DEMERE,
 BR0061'FREDERICA, AND RETREAT ROADS--THE CORNER WITH GISCO SEAFOOD--ALMOST
 BR0061'UNDERNEATH THE CONCRETE CURB, 26.6 FEET (8.1 M) EAST OF THE CENTER
 BR0061'LINE OF FREDERICA RD, 24.5 FEET (7.5 M) NORTH OF THE CENTER LINE OF
 BR0061'DEMERE ROAD, 13 FEET (4.0 M) SOUTH FROM A GUY POLE FOR TRAFFIC
 BR0061'SIGNALS, 18 FEET (5.5 M) WEST OF STREET SIGN AND 3 INCHES SOUTH OF THE
 BR0061'FACE OF CURB RADIUS.  A GEORGIA GEODETIC SURVEY DISK STAMPED 1 GC 24,
 BR0061'NOW 0.2 FOOT (6.1 CM) BELOW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0060 ***********************************************************************
 BR0060  DESIGNATION -  1 GC 25
 BR0060  PID         -  BR0060
 BR0060  STATE/COUNTY-  GA/GLYNN
 BR0060  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0060
 BR0060                         *CURRENT SURVEY CONTROL
 BR0060  ___________________________________________________________________
 BR0060* NAD 83(1986)-  31 09 42.     (N)    081 23 45.     (W)     SCALED    
 BR0060* NAVD 88     -         4.063  (meters)      13.33   (feet)  ADJUSTED  
 BR0060  ___________________________________________________________________
 BR0060  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 BR0060  DYNAMIC HT  -           4.058 (meters)      13.31  (feet)  COMP
 BR0060  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 BR0060
 BR0060  VERT ORDER  -  FIRST     CLASS II
 BR0060
 BR0060.The horizontal coordinates were scaled from a topographic map and have
 BR0060.an estimated accuracy of +/- 6 seconds.
 BR0060
 BR0060.The orthometric height was determined by differential leveling
 BR0060.and adjusted by the National Geodetic Survey in June 1991..
 BR0060
 BR0060.The geoid height was determined by GEOID03.
 BR0060
 BR0060.The dynamic height is computed by dividing the NAVD 88
 BR0060.geopotential number by the normal gravity value computed on the
 BR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0060.degrees latitude (g = 980.6199 gals.).
 BR0060
 BR0060.The modeled gravity was interpolated from observed gravity values.
 BR0060
 BR0060;                    North         East    Units  Estimated Accuracy
 BR0060;SPC GA E     -   129,030.      273,490.      MT  (+/- 180 meters Scaled)
 BR0060
 BR0060                          SUPERSEDED SURVEY CONTROL
 BR0060
 BR0060  NGVD 29 (??/??/92)    4.36   (m)           14.3    (f) COMPUTED    1 2
 BR0060
 BR0060.Superseded values are not recommended for survey control.
 BR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0060.See file dsdata.txt to determine how the superseded data were derived.
 BR0060
 BR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ622475(NAD 83)
 BR0060_MARKER: DD = SURVEY DISK
 BR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0060_STAMPING: 1 GC 25
 BR0060_MARK LOGO: GAGS  
 BR0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0060+STABILITY: SURFACE MOTION
 BR0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0060+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 BR0060
 BR0060  HISTORY     - Date     Condition        Report By
 BR0060  HISTORY     - UNK      MONUMENTED       GAGS
 BR0060  HISTORY     - 1956     GOOD             NGS
 BR0060  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0060  HISTORY     - 19930513 GOOD             NGS
 BR0060  HISTORY     - 20040220 GOOD             USPSQD
 BR0060  HISTORY     - 20050430 GOOD             USPSQD
 BR0060
 BR0060                          STATION DESCRIPTION
 BR0060
 BR0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0060'5.1 MI E FROM BRUNSWICK.
 BR0060'ABOUT 5.1 MILES EAST ALONG ST. SIMONS ISLAND CAUSEWAY FROM THE
 BR0060'JUNCTION OF U.S. HIGHWAY 17 AT BRUNSWICK, ABOUT 1.05 MILES EAST OF
 BR0060'EAST END OF BRIDGE OVER FREDERICA RIVER, ABOUT 0.35 MILE EAST OF
 BR0060'JUNCTION OF HAMILTON ROAD LEADING NORTHWEST, ACROSS ROAD FROM A
 BR0060'FRAME CHURCH BUILDING, 29 FEET SOUTH OF CENTER LINE OF ROAD, 71 FEET
 BR0060'SOUTH AND ACROSS ROAD FROM WEST FRAME OF ENTRANCE DOOR TO CHURCH,
 BR0060'47 FEET WEST OF A POWER POLE FROM WHICH LINE CROSSES THE ROAD TO THE
 BR0060'WEST, 73 FEET EAST OF A TELEPHONE POLE FROM WHICH LINE CROSSES ROAD
 BR0060'TO THE EAST, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 BR0060'GROUND.
 BR0060
 BR0060                          STATION RECOVERY (1975)
 BR0060
 BR0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0060'MARK NOT FOUND.
 BR0060
 BR0060                          STATION RECOVERY (1993)
 BR0060
 BR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BR0060'5.1 MILES (8.2 KM) EAST ALONG TORRAS CAUSEWAY AND DEMERE RD FROM THE
 BR0060'JUNCTION OF U.S.  HIGHWAY 17 AT BRUNSWICK, ALSO 1.05 MILES (1.69 KM)
 BR0060'EAST OF EAST END OF CAUSEWAY, ALSO 0.35 MILE (0.56 KM) EAST ALONG
 BR0060'DEMERE RD FROM HAMILTON ROAD LEADING NORTHWEST, OPPOSITE ST PAUL
 BR0060'BAPTIST CHURCH (FRAME BUILDING) , 29 FEET (8.8 M) SOUTH OF CENTER LINE
 BR0060'OF ROAD, 71 FEET (21.6 M) SOUTH AND ACROSS ROAD FROM WEST FRAME OF
 BR0060'ENTRANCE DOOR TO CHURCH, 47 FEET (14.3 M) WEST OF A POWER POLE FROM
 BR0060'WHICH LINE CROSSES THE ROAD TO THE WEST, 73 FEET (22.3 M) EAST OF A
 BR0060'TELEPHONE POLE FROM WHICH LINE CROSSES ROAD TO THE EAST, AND SET IN
 BR0060'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 BR0060
 BR0060                          STATION RECOVERY (2004)
 BR0060
 BR0060'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0060'ST. PAUL BAPTIST CHURCH HAS BEEN REBUILT AS A BRICK BUILDING. THE MARK
 BR0060'IS DIRECTLY ACROSS DEMERE ROAD FROM THE FRONT DOOR.  OTHER DIRECTIONS
 BR0060'APPLY.
 BR0060
 BR0060                          STATION RECOVERY (2005)
 BR0060
 BR0060'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BR0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0059 ***********************************************************************
 BR0059  DESIGNATION -  1 GC 26
 BR0059  PID         -  BR0059
 BR0059  STATE/COUNTY-  GA/GLYNN
 BR0059  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0059
 BR0059                         *CURRENT SURVEY CONTROL
 BR0059  ___________________________________________________________________
 BR0059* NAD 83(1986)-  31 09 51.     (N)    081 24 03.     (W)     SCALED    
 BR0059* NAVD 88     -         2.747  (meters)       9.01   (feet)  ADJUSTED  
 BR0059  ___________________________________________________________________
 BR0059  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 BR0059  DYNAMIC HT  -           2.744 (meters)       9.00  (feet)  COMP
 BR0059  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 BR0059
 BR0059  VERT ORDER  -  FIRST     CLASS II
 BR0059
 BR0059.The horizontal coordinates were scaled from a topographic map and have
 BR0059.an estimated accuracy of +/- 6 seconds.
 BR0059
 BR0059.The orthometric height was determined by differential leveling
 BR0059.and adjusted by the National Geodetic Survey in April 1998..
 BR0059.WARNING-Repeat measurements at this control monument indicate possible
 BR0059.vertical movement.
 BR0059
 BR0059.The geoid height was determined by GEOID03.
 BR0059
 BR0059.The dynamic height is computed by dividing the NAVD 88
 BR0059.geopotential number by the normal gravity value computed on the
 BR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0059.degrees latitude (g = 980.6199 gals.).
 BR0059
 BR0059.The modeled gravity was interpolated from observed gravity values.
 BR0059
 BR0059;                    North         East    Units  Estimated Accuracy
 BR0059;SPC GA E     -   129,300.      273,010.      MT  (+/- 180 meters Scaled)
 BR0059
 BR0059                          SUPERSEDED SURVEY CONTROL
 BR0059
 BR0059  NAVD 88 (06/15/91)    2.797  (m)            9.18   (f) UNKNOWN     1 2
 BR0059  NGVD 29 (??/??/92)    3.092  (m)           10.14   (f) ADJ UNCH    1 2
 BR0059
 BR0059.Superseded values are not recommended for survey control.
 BR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0059.See file dsdata.txt to determine how the superseded data were derived.
 BR0059
 BR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ618478(NAD 83)
 BR0059_MARKER: DD = SURVEY DISK
 BR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0059_STAMPING: 1 GC 26
 BR0059_MARK LOGO: GAGS  
 BR0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0059+STABILITY: SURFACE MOTION
 BR0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0059+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 BR0059
 BR0059  HISTORY     - Date     Condition        Report By
 BR0059  HISTORY     - UNK      MONUMENTED       GAGS
 BR0059  HISTORY     - 1956     POOR             NGS
 BR0059  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0059  HISTORY     - 19930518 GOOD             NGS
 BR0059  HISTORY     - 20040221 GOOD             USPSQD
 BR0059  HISTORY     - 20050430 GOOD             USPSQD
 BR0059
 BR0059                          STATION DESCRIPTION
 BR0059
 BR0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0059'4.8 MI E FROM BRUNSWICK.
 BR0059'ABOUT 4.75 MILES EAST ALONG ST. SIMONS ISLAND CAUSEWAY FROM THE
 BR0059'JUNCTION OF U.S. HIGHWAY 17 AT BRUNSWICK, ABOUT 0.7 MILE EAST OF THE
 BR0059'EAST END OF BRIDGE OVER FREDERICA RIVER, AT THE JUNCTION OF HAMILTON
 BR0059'ROAD LEADING NORTHWEST, 26 FEET SOUTH-SOUTHWEST OF CENTER LINE OF
 BR0059'BLACK TOP ROAD, 35 FEET WEST OF CENTER OF Y JUNCTION OF HAMILTON ROAD,
 BR0059'8 FEET NORTHWEST OF TELEPHONE POLE NO. 19, 59 FEET SOUTH-SOUTHWEST
 BR0059'AND ACROSS ROAD FROM A POWER POLE, 1 1/2 FEET NORTHEAST OF A WHITE
 BR0059'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF
 BR0059'A CONCRETE POST PROJECTING 1 INCH.  * THE POST HAS BEEN HIT BY
 BR0059'MACHINERY AND LEANS TO THE NORTH.
 BR0059
 BR0059                          STATION RECOVERY (1975)
 BR0059
 BR0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0059'MARK NOT FOUND.
 BR0059
 BR0059                          STATION RECOVERY (1993)
 BR0059
 BR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BR0059'4.75 MILES (7.64 KM) EAST ALONG THE TORRAS CAUSEWAY AND DEMERE RD FROM
 BR0059'THE JUNCTION OF U.S.  HIGHWAY 17 AT BRUNSWICK, ALSO 0.65 MILE (1.05
 BR0059'KM) EAST OF THE EAST END OF CAUSEWAY, ALSO 0.3 MILE (0.5 KM) SOUTHEAST
 BR0059'ALONG DEMERE RD FROM NEW SEA ISLAND RD (STOPLIGHT) TO THE MARK ON THE
 BR0059'RIGHT AT THE Y-JUNCTION OF HAMILTON ROAD LEADING BACK NORTHWEST TOWARD
 BR0059'FREDERICA ACADEMY, 22 FEET (6.7 M) SOUTHWEST OF CENTER LINE OF DEMERE
 BR0059'ROAD, 28.5 FEET (8.7 M) NW ALONG DEMERE RD FROM A POWER POLE, 29 FEET
 BR0059'(8.8 M) NW OF A DARK GREEN SOUTHERN BELL CABLE BOX NEXT TO THE POLE,
 BR0059'APPROXIMATELY IN FRONT OF AND 6 FEET (1.8 M) NE OF A 5 FOOT (1.5 M)
 BR0059'HIGH CUT-OFF POWER POLE, 9 FEET (2.7 M) EAST (SKEW TO RD) FROM A
 BR0059'LIGHT-GREEN TELEPHONE BOX, 5 FEET (1.5 M) NE TOWARD RD AND 7 FEET (2.1
 BR0059'M) SE ALONG RD FROM THIS BOX, 1 FOOT (0.3 M) UNDER A WATER METER BOX.
 BR0059
 BR0059                          STATION RECOVERY (2004)
 BR0059
 BR0059'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0059'RECOVERED IN GOOD CONDITION.
 BR0059
 BR0059                          STATION RECOVERY (2005)
 BR0059
 BR0059'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BR0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0154 ***********************************************************************
 BR0154  DESIGNATION -  1 GC 3
 BR0154  PID         -  BR0154
 BR0154  STATE/COUNTY-  GA/GLYNN
 BR0154  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR0154
 BR0154                         *CURRENT SURVEY CONTROL
 BR0154  ___________________________________________________________________
 BR0154* NAD 83(1986)-  31 17 19.     (N)    081 20 24.     (W)     SCALED    
 BR0154* NAVD 88     -         3.195  (meters)      10.48   (feet)  ADJUSTED  
 BR0154  ___________________________________________________________________
 BR0154  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 BR0154  DYNAMIC HT  -           3.191 (meters)      10.47  (feet)  COMP
 BR0154  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 BR0154
 BR0154  VERT ORDER  -  SECOND    CLASS 0
 BR0154
 BR0154.The horizontal coordinates were scaled from a topographic map and have
 BR0154.an estimated accuracy of +/- 6 seconds.
 BR0154
 BR0154.The orthometric height was determined by differential leveling
 BR0154.and adjusted by the National Geodetic Survey in June 1991..
 BR0154
 BR0154.The geoid height was determined by GEOID03.
 BR0154
 BR0154.The dynamic height is computed by dividing the NAVD 88
 BR0154.geopotential number by the normal gravity value computed on the
 BR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0154.degrees latitude (g = 980.6199 gals.).
 BR0154
 BR0154.The modeled gravity was interpolated from observed gravity values.
 BR0154
 BR0154;                    North         East    Units  Estimated Accuracy
 BR0154;SPC GA E     -   143,140.      278,710.      MT  (+/- 180 meters Scaled)
 BR0154
 BR0154                          SUPERSEDED SURVEY CONTROL
 BR0154
 BR0154  NGVD 29 (??/??/92)    3.490  (m)           11.45   (f) ADJ UNCH    2 0
 BR0154
 BR0154.Superseded values are not recommended for survey control.
 BR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0154.See file dsdata.txt to determine how the superseded data were derived.
 BR0154
 BR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ676616(NAD 83)
 BR0154_MARKER: DD = SURVEY DISK
 BR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0154_STAMPING: 1 GC 3
 BR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0154+STABILITY: SURFACE MOTION
 BR0154
 BR0154  HISTORY     - Date     Condition        Report By
 BR0154  HISTORY     - UNK      MONUMENTED       GAGS
 BR0154  HISTORY     - 1961     GOOD             NGS
 BR0154
 BR0154                          STATION DESCRIPTION
 BR0154
 BR0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0154'6.4 MI NE FROM FORT FREDERICA.
 BR0154'0.9 MILE SOUTHEAST ON FREDERICA ROAD FROM THE ENTRANCE TO FORT
 BR0154'FREDERICA NATIONAL MONUMENT ON ST. SIMONS ISLAND, THENCE 5.55
 BR0154'MILES NORTHEAST ON COUPER ROAD AND THE ROAD TO BUTLER POINT.  .55
 BR0154'MILE NORTH EAST OF THE ARTESIAN WELL ALONG A TRACK ROAD, .50 MILE
 BR0154'SOUTH-SOUTHWEST OF TIDAL STATION 40 AND 15 FEET EAST OF THE CENTER
 BR0154'LINE OF THE ROAD ON THE OUTSIDE OF THE CURVE.  SET IN THE TOP OF
 BR0154'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0152 ***********************************************************************
 BR0152  DESIGNATION -  1 GC 6
 BR0152  PID         -  BR0152
 BR0152  STATE/COUNTY-  GA/GLYNN
 BR0152  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR0152
 BR0152                         *CURRENT SURVEY CONTROL
 BR0152  ___________________________________________________________________
 BR0152* NAD 83(1986)-  31 16 05.     (N)    081 21 06.     (W)     SCALED    
 BR0152* NAVD 88     -         1.572  (meters)       5.16   (feet)  ADJUSTED  
 BR0152  ___________________________________________________________________
 BR0152  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 BR0152  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 BR0152  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 BR0152
 BR0152  VERT ORDER  -  SECOND    CLASS 0
 BR0152
 BR0152.The horizontal coordinates were scaled from a topographic map and have
 BR0152.an estimated accuracy of +/- 6 seconds.
 BR0152
 BR0152.The orthometric height was determined by differential leveling
 BR0152.and adjusted by the National Geodetic Survey in June 1991..
 BR0152
 BR0152.The geoid height was determined by GEOID03.
 BR0152
 BR0152.The dynamic height is computed by dividing the NAVD 88
 BR0152.geopotential number by the normal gravity value computed on the
 BR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0152.degrees latitude (g = 980.6199 gals.).
 BR0152
 BR0152.The modeled gravity was interpolated from observed gravity values.
 BR0152
 BR0152;                    North         East    Units  Estimated Accuracy
 BR0152;SPC GA E     -   140,850.      277,610.      MT  (+/- 180 meters Scaled)
 BR0152
 BR0152                          SUPERSEDED SURVEY CONTROL
 BR0152
 BR0152  NGVD 29 (??/??/92)    1.867  (m)            6.13   (f) ADJ UNCH    2 0
 BR0152
 BR0152.Superseded values are not recommended for survey control.
 BR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0152.See file dsdata.txt to determine how the superseded data were derived.
 BR0152
 BR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ665593(NAD 83)
 BR0152_MARKER: DD = SURVEY DISK
 BR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0152_STAMPING: 1 GC 6
 BR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0152+STABILITY: SURFACE MOTION
 BR0152
 BR0152  HISTORY     - Date     Condition        Report By
 BR0152  HISTORY     - UNK      MONUMENTED       GAGS
 BR0152  HISTORY     - 1961     GOOD             NGS
 BR0152
 BR0152                          STATION DESCRIPTION
 BR0152
 BR0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0152'4.9 MI NE FROM FORT FREDERICA.
 BR0152'0.9 MILE SOUTHEAST ON FREDERICA ROAD FROM THE ENTRANCE TO FORT
 BR0152'FREDERICA NATIONAL MONUMENT ON ST. SIMONS ISLAND, THENCE 4 MILES
 BR0152'NORTHEAST ON COUPER ROAD AND THE ROAD TO BUTLER POINT.  0.3 MILE
 BR0152'SOUTH OF BM 1GC 5, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER
 BR0152'A CREEK, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET EAST
 BR0152'OF THE FENCE RUNNING NORTH AND SOUTH AND 1 1/2 FEET ABOVE THE
 BR0152'GROUND.  SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0088 ***********************************************************************
 BR0088  DESIGNATION -  1 GC B 2
 BR0088  PID         -  BR0088
 BR0088  STATE/COUNTY-  GA/GLYNN
 BR0088  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0088
 BR0088                         *CURRENT SURVEY CONTROL
 BR0088  ___________________________________________________________________
 BR0088* NAD 83(1986)-  31 13 20.     (N)    081 23 26.     (W)     SCALED    
 BR0088* NAVD 88     -         2.642  (meters)       8.67   (feet)  ADJUSTED  
 BR0088  ___________________________________________________________________
 BR0088  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 BR0088  DYNAMIC HT  -           2.639 (meters)       8.66  (feet)  COMP
 BR0088  MODELED GRAV-     979,418.8   (mgal)                       NAVD 88
 BR0088
 BR0088  VERT ORDER  -  SECOND    CLASS 0
 BR0088
 BR0088.The horizontal coordinates were scaled from a topographic map and have
 BR0088.an estimated accuracy of +/- 6 seconds.
 BR0088
 BR0088.The orthometric height was determined by differential leveling
 BR0088.and adjusted by the National Geodetic Survey in June 1991..
 BR0088
 BR0088.The geoid height was determined by GEOID03.
 BR0088
 BR0088.The dynamic height is computed by dividing the NAVD 88
 BR0088.geopotential number by the normal gravity value computed on the
 BR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0088.degrees latitude (g = 980.6199 gals.).
 BR0088
 BR0088.The modeled gravity was interpolated from observed gravity values.
 BR0088
 BR0088;                    North         East    Units  Estimated Accuracy
 BR0088;SPC GA E     -   135,750.      273,940.      MT  (+/- 180 meters Scaled)
 BR0088
 BR0088                          SUPERSEDED SURVEY CONTROL
 BR0088
 BR0088  NGVD 29 (??/??/92)    2.937  (m)            9.64   (f) ADJ UNCH    2 0
 BR0088
 BR0088.Superseded values are not recommended for survey control.
 BR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0088.See file dsdata.txt to determine how the superseded data were derived.
 BR0088
 BR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ628542(NAD 83)
 BR0088_MARKER: DD = SURVEY DISK
 BR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0088_STAMPING: 1 GC B 2
 BR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0088+STABILITY: SURFACE MOTION
 BR0088
 BR0088  HISTORY     - Date     Condition        Report By
 BR0088  HISTORY     - UNK      MONUMENTED       GAGS
 BR0088  HISTORY     - 1961     GOOD             NGS
 BR0088
 BR0088                          STATION DESCRIPTION
 BR0088
 BR0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0088'AT FORT FREDERICA.
 BR0088'AT FORT FREDERICA NATIONAL MONUMENT ON ST. SIMONS ISLAND. 130
 BR0088'YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE NATIONAL PARK
 BR0088'VISITING CENTER BUILDING, 290 FEET NORTHEAST OF AN ARTESIAN WELL,
 BR0088'270 FEET NORTH OF THE CENTER OF BROAD STREET, (GRASS STREET), 50
 BR0088'FEET WEST OF THE MOAT BANK ON THE EAST SIDE OF THE LANE AND
 BR0088'9 FEET WEST OF THE CENTER OF THE LANE.  SET IN THE TOP OF A
 BR0088'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0159 ***********************************************************************
 BR0159  DESIGNATION -  1 GC C 4
 BR0159  PID         -  BR0159
 BR0159  STATE/COUNTY-  GA/GLYNN
 BR0159  USGS QUAD   -  SEA ISLAND (1993)
 BR0159
 BR0159                         *CURRENT SURVEY CONTROL
 BR0159  ___________________________________________________________________
 BR0159* NAD 83(1986)-  31 11 07.     (N)    081 20 38.     (W)     SCALED    
 BR0159* NAVD 88     -         2.333  (meters)       7.65   (feet)  ADJUSTED  
 BR0159  ___________________________________________________________________
 BR0159  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 BR0159  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 BR0159  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BR0159
 BR0159  VERT ORDER  -  SECOND    CLASS 0
 BR0159
 BR0159.The horizontal coordinates were scaled from a topographic map and have
 BR0159.an estimated accuracy of +/- 6 seconds.
 BR0159
 BR0159.The orthometric height was determined by differential leveling
 BR0159.and adjusted by the National Geodetic Survey in June 1991..
 BR0159
 BR0159.The geoid height was determined by GEOID03.
 BR0159
 BR0159.The dynamic height is computed by dividing the NAVD 88
 BR0159.geopotential number by the normal gravity value computed on the
 BR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0159.degrees latitude (g = 980.6199 gals.).
 BR0159
 BR0159.The modeled gravity was interpolated from observed gravity values.
 BR0159
 BR0159;                    North         East    Units  Estimated Accuracy
 BR0159;SPC GA E     -   131,680.      278,420.      MT  (+/- 180 meters Scaled)
 BR0159
 BR0159                          SUPERSEDED SURVEY CONTROL
 BR0159
 BR0159  NGVD 29 (??/??/92)    2.627  (m)            8.62   (f) ADJ UNCH    2 0
 BR0159
 BR0159.Superseded values are not recommended for survey control.
 BR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0159.See file dsdata.txt to determine how the superseded data were derived.
 BR0159
 BR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ672501(NAD 83)
 BR0159_MARKER: DD = SURVEY DISK
 BR0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0159_STAMPING: 1 GC C 4
 BR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0159+STABILITY: SURFACE MOTION
 BR0159
 BR0159  HISTORY     - Date     Condition        Report By
 BR0159  HISTORY     - UNK      MONUMENTED       GAGS
 BR0159  HISTORY     - 1961     GOOD             NGS
 BR0159
 BR0159                          STATION DESCRIPTION
 BR0159
 BR0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0159'0.5 MI NE FROM SEA ISLAND.
 BR0159'0.5 MILE NORTHEAST ON SEA ISLAND DRIVE FROM THE ADMINISTRATION
 BR0159'BUILDING IN SEA ISLAND, AT THE INTERSECTION WITH MARQUEZ STREET.
 BR0159'33.8 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 21 FEET SOUTHEAST
 BR0159'OF THE CENTER LINE OF SEA ISLAND DRIVE, 9.6 FEET NORTHEAST OF THE
 BR0159'STREET SIGN POST AND 5.2 SOUTH OF A POWER POLE.  SET IN THE TOP OF
 BR0159'A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0160 ***********************************************************************
 BR0160  DESIGNATION -  1 GC C 5
 BR0160  PID         -  BR0160
 BR0160  STATE/COUNTY-  GA/GLYNN
 BR0160  USGS QUAD   -  SEA ISLAND (1993)
 BR0160
 BR0160                         *CURRENT SURVEY CONTROL
 BR0160  ___________________________________________________________________
 BR0160* NAD 83(1986)-  31 11 30.     (N)    081 20 18.     (W)     SCALED    
 BR0160* NAVD 88     -         2.912  (meters)       9.55   (feet)  ADJUSTED  
 BR0160  ___________________________________________________________________
 BR0160  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 BR0160  DYNAMIC HT  -           2.908 (meters)       9.54  (feet)  COMP
 BR0160  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BR0160
 BR0160  VERT ORDER  -  SECOND    CLASS 0
 BR0160
 BR0160.The horizontal coordinates were scaled from a topographic map and have
 BR0160.an estimated accuracy of +/- 6 seconds.
 BR0160
 BR0160.The orthometric height was determined by differential leveling
 BR0160.and adjusted by the National Geodetic Survey in June 1991..
 BR0160
 BR0160.The geoid height was determined by GEOID03.
 BR0160
 BR0160.The dynamic height is computed by dividing the NAVD 88
 BR0160.geopotential number by the normal gravity value computed on the
 BR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0160.degrees latitude (g = 980.6199 gals.).
 BR0160
 BR0160.The modeled gravity was interpolated from observed gravity values.
 BR0160
 BR0160;                    North         East    Units  Estimated Accuracy
 BR0160;SPC GA E     -   132,390.      278,940.      MT  (+/- 180 meters Scaled)
 BR0160
 BR0160                          SUPERSEDED SURVEY CONTROL
 BR0160
 BR0160  NGVD 29 (??/??/92)    3.206  (m)           10.52   (f) ADJ UNCH    2 0
 BR0160
 BR0160.Superseded values are not recommended for survey control.
 BR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0160.See file dsdata.txt to determine how the superseded data were derived.
 BR0160
 BR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ677508(NAD 83)
 BR0160_MARKER: DD = SURVEY DISK
 BR0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0160_STAMPING: 1 GC C 5
 BR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0160+STABILITY: SURFACE MOTION
 BR0160
 BR0160  HISTORY     - Date     Condition        Report By
 BR0160  HISTORY     - UNK      MONUMENTED       GAGS
 BR0160  HISTORY     - 1961     GOOD             NGS
 BR0160
 BR0160                          STATION DESCRIPTION
 BR0160
 BR0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0160'1 MI NE FROM SEA ISLAND.
 BR0160'1.0 MILE NORTHEAST ON SEA ISLAND DRIVE FROM THE ADMINISTRATION
 BR0160'BUILDING IN SEA ISLAND OR 1.30 MILE SOUTHWEST ON SEA ISLAND DRIVE
 BR0160'FROM ITS END AT 36TH STREET.  306.4 FEET NORTH NORTHEAST OF A FIRE
 BR0160'HYDRANT, 100 FEET NORTH OF THE INTERSECTION, AZILLIA STREET, LEADING
 BR0160'EAST AND NORTHWEST, 90 FEET SOUTHEAST OF A RANCH STYLE BRICK HOUSE
 BR0160'NO. 122, 84.5 FEET NORTH OF A POWER LINE POLE AND 20 FEET NORTHWEST
 BR0160'OF THE CENTER LINE OF SEA ISLAND DRIVE.  SET IN THE TOP OF A CONCRETE
 BR0160'POST 1 INCH BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0162 ***********************************************************************
 BR0162  DESIGNATION -  1 GC C 7
 BR0162  PID         -  BR0162
 BR0162  STATE/COUNTY-  GA/GLYNN
 BR0162  USGS QUAD   -  SEA ISLAND (1993)
 BR0162
 BR0162                         *CURRENT SURVEY CONTROL
 BR0162  ___________________________________________________________________
 BR0162* NAD 83(1986)-  31 12 11.     (N)    081 19 33.     (W)     SCALED    
 BR0162* NAVD 88     -         2.091  (meters)       6.86   (feet)  ADJUSTED  
 BR0162  ___________________________________________________________________
 BR0162  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 BR0162  DYNAMIC HT  -           2.089 (meters)       6.85  (feet)  COMP
 BR0162  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BR0162
 BR0162  VERT ORDER  -  SECOND    CLASS 0
 BR0162
 BR0162.The horizontal coordinates were scaled from a topographic map and have
 BR0162.an estimated accuracy of +/- 6 seconds.
 BR0162
 BR0162.The orthometric height was determined by differential leveling
 BR0162.and adjusted by the National Geodetic Survey in June 1991..
 BR0162
 BR0162.The geoid height was determined by GEOID03.
 BR0162
 BR0162.The dynamic height is computed by dividing the NAVD 88
 BR0162.geopotential number by the normal gravity value computed on the
 BR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0162.degrees latitude (g = 980.6199 gals.).
 BR0162
 BR0162.The modeled gravity was interpolated from observed gravity values.
 BR0162
 BR0162;                    North         East    Units  Estimated Accuracy
 BR0162;SPC GA E     -   133,670.      280,130.      MT  (+/- 180 meters Scaled)
 BR0162
 BR0162                          SUPERSEDED SURVEY CONTROL
 BR0162
 BR0162  NGVD 29 (??/??/92)    2.386  (m)            7.83   (f) ADJ UNCH    2 0
 BR0162
 BR0162.Superseded values are not recommended for survey control.
 BR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0162.See file dsdata.txt to determine how the superseded data were derived.
 BR0162
 BR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ689521(NAD 83)
 BR0162_MARKER: DD = SURVEY DISK
 BR0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0162_STAMPING: 1 GC C 7
 BR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0162+STABILITY: SURFACE MOTION
 BR0162
 BR0162  HISTORY     - Date     Condition        Report By
 BR0162  HISTORY     - UNK      MONUMENTED       GAGS
 BR0162  HISTORY     - 1961     GOOD             NGS
 BR0162
 BR0162                          STATION DESCRIPTION
 BR0162
 BR0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0162'2 MI NE FROM SEA ISLAND.
 BR0162'2.05 MILES NORTHEAST ON SEA ISLAND DRIVE FROM THE ADMINISTRATION
 BR0162'BUILDING IN SEA ISLAND OR 0.25 MILE SOUTHWEST ON SEA ISLAND DRIVE
 BR0162'FROM ITS END AT 36TH STREET.  49.2 FEET NORTH OF A POWER LINE POLE
 BR0162'WITH HOUSE NO. 92 ATTACHED, 32.3 FEET EAST OF A POWER LINE POLE
 BR0162'AND 12 FEET NORTHWEST OF THE CENTER LINE OF SEA ISLAND DRIVE.  SET
 BR0162'IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 BR0162'THIS MARK IS 1.1 MILE SOUTHWEST OF BM J 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0795 ***********************************************************************
 DE0795  DESIGNATION -  1 USE
 DE0795  PID         -  DE0795
 DE0795  STATE/COUNTY-  GA/RICHMOND
 DE0795  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0795
 DE0795                         *CURRENT SURVEY CONTROL
 DE0795  ___________________________________________________________________
 DE0795* NAD 83(1986)-  33 28 36.     (N)    081 57 35.     (W)     SCALED    
 DE0795* NAVD 88     -        42.114  (meters)     138.17   (feet)  ADJUSTED  
 DE0795  ___________________________________________________________________
 DE0795  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DE0795  DYNAMIC HT  -          42.069 (meters)     138.02  (feet)  COMP
 DE0795  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 DE0795
 DE0795  VERT ORDER  -  FIRST     CLASS II
 DE0795
 DE0795.The horizontal coordinates were scaled from a topographic map and have
 DE0795.an estimated accuracy of +/- 6 seconds.
 DE0795
 DE0795.The orthometric height was determined by differential leveling
 DE0795.and adjusted by the National Geodetic Survey in June 1991..
 DE0795
 DE0795.The geoid height was determined by GEOID03.
 DE0795
 DE0795.The dynamic height is computed by dividing the NAVD 88
 DE0795.geopotential number by the normal gravity value computed on the
 DE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0795.degrees latitude (g = 980.6199 gals.).
 DE0795
 DE0795.The modeled gravity was interpolated from observed gravity values.
 DE0795
 DE0795;                    North         East    Units  Estimated Accuracy
 DE0795;SPC GA E     -   385,480.      219,230.      MT  (+/- 180 meters Scaled)
 DE0795
 DE0795                          SUPERSEDED SURVEY CONTROL
 DE0795
 DE0795  NGVD 29 (??/??/92)   42.349  (m)          138.94   (f) ADJ UNCH    1 2
 DE0795
 DE0795.Superseded values are not recommended for survey control.
 DE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0795.See file dsdata.txt to determine how the superseded data were derived.
 DE0795
 DE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT108045(NAD 83)
 DE0795_MARKER: DD = SURVEY DISK
 DE0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE0795_SP_SET: PIER
 DE0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE0795
 DE0795  HISTORY     - Date     Condition        Report By
 DE0795  HISTORY     - UNK      MONUMENTED       DOD
 DE0795  HISTORY     - 1960     GOOD             NGS
 DE0795  HISTORY     - 1980     GOOD             NGS
 DE0795
 DE0795                          STATION DESCRIPTION
 DE0795
 DE0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0795'AT AUGUSTA.
 DE0795'AT AUGUSTA, RICHMOND COUNTY, AT THE SOUTHERN RAILWAY BRIDGE OVER
 DE0795'SAVANNAH RIVER, AND IN THE TOP OF THE DOWNSTREAM CAPSTONE OF THE
 DE0795'FIRST PIER FROM THE GEORGIA SHORE.  A CORPS OF ENGINEERS, U.S.
 DE0795'ARMY, STANDARD DISK.
 DE0795
 DE0795                          STATION RECOVERY (1980)
 DE0795
 DE0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DE0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0434 ***********************************************************************
 CL0434  DESIGNATION -  10 B 19
 CL0434  PID         -  CL0434
 CL0434  STATE/COUNTY-  GA/LAURENS
 CL0434  USGS QUAD   -  DUBLIN (1985)
 CL0434
 CL0434                         *CURRENT SURVEY CONTROL
 CL0434  ___________________________________________________________________
 CL0434* NAD 83(1986)-  32 31 22.     (N)    082 56 10.     (W)     SCALED    
 CL0434* NAVD 88     -        72.613  (meters)     238.23   (feet)  ADJUSTED  
 CL0434  ___________________________________________________________________
 CL0434  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CL0434  DYNAMIC HT  -          72.531 (meters)     237.96  (feet)  COMP
 CL0434  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CL0434
 CL0434  VERT ORDER  -  SECOND    CLASS 0
 CL0434
 CL0434.The horizontal coordinates were scaled from a topographic map and have
 CL0434.an estimated accuracy of +/- 6 seconds.
 CL0434
 CL0434.The orthometric height was determined by differential leveling
 CL0434.and adjusted by the National Geodetic Survey in June 1991..
 CL0434
 CL0434.The geoid height was determined by GEOID03.
 CL0434
 CL0434.The dynamic height is computed by dividing the NAVD 88
 CL0434.geopotential number by the normal gravity value computed on the
 CL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0434.degrees latitude (g = 980.6199 gals.).
 CL0434
 CL0434.The modeled gravity was interpolated from observed gravity values.
 CL0434
 CL0434;                    North         East    Units  Estimated Accuracy
 CL0434;SPC GA E     -   279,940.      127,720.      MT  (+/- 180 meters Scaled)
 CL0434
 CL0434                          SUPERSEDED SURVEY CONTROL
 CL0434
 CL0434  NGVD 29 (??/??/92)   72.774  (m)          238.76   (f) ADJ UNCH    2 0
 CL0434
 CL0434.Superseded values are not recommended for survey control.
 CL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0434.See file dsdata.txt to determine how the superseded data were derived.
 CL0434
 CL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS181000(NAD 83)
 CL0434_MARKER: DD = SURVEY DISK
 CL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0434_STAMPING: 10 B 19
 CL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0434+STABILITY: SURFACE MOTION
 CL0434
 CL0434  HISTORY     - Date     Condition        Report By
 CL0434  HISTORY     - UNK      MONUMENTED       GAGS
 CL0434  HISTORY     - 1955     MARK NOT FOUND   NGS
 CL0434
 CL0434                          STATION DESCRIPTION
 CL0434
 CL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0434'2.1 MI SW FROM DUBLIN.
 CL0434'ORIGINAL DESCRIPTION-- 2.1 MILES SOUTHWEST ALONG THE WRIGHTSVILLE
 CL0434'AND TENNILLE RAILROAD FROM THE STATION AT DUBLIN, NEAR THE JUNCTION
 CL0434'OF THE HAWKINSVILLE BRANCH AND THE EASTMAN BRANCH, ABOUT 250 FEET
 CL0434'WEST OF A YARD-LIMIT SIGN, 232 FEET WEST OF A SWITCH FROG, 63 FEET
 CL0434'NORTH OF THE CENTERLINE OF A SIDE TRACK, AND 5 FEET SOUTH OF THE
 CL0434'CENTERLINE OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0661 ***********************************************************************
 EE0661  DESIGNATION -  10 C 1
 EE0661  PID         -  EE0661
 EE0661  STATE/COUNTY-  GA/FLOYD
 EE0661  USGS QUAD   -  ROME NORTH (1985)
 EE0661
 EE0661                         *CURRENT SURVEY CONTROL
 EE0661  ___________________________________________________________________
 EE0661* NAD 83(1986)-  34 18 08.     (N)    085 10 35.     (W)     SCALED    
 EE0661* NAVD 88     -       184.513  (meters)     605.36   (feet)  ADJUSTED  
 EE0661  ___________________________________________________________________
 EE0661  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EE0661  DYNAMIC HT  -         184.324 (meters)     604.74  (feet)  COMP
 EE0661  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 EE0661
 EE0661  VERT ORDER  -  SECOND    CLASS 0
 EE0661
 EE0661.The horizontal coordinates were scaled from a topographic map and have
 EE0661.an estimated accuracy of +/- 6 seconds.
 EE0661
 EE0661.The orthometric height was determined by differential leveling
 EE0661.and adjusted by the National Geodetic Survey in June 1991..
 EE0661
 EE0661.The geoid height was determined by GEOID03.
 EE0661
 EE0661.The dynamic height is computed by dividing the NAVD 88
 EE0661.geopotential number by the normal gravity value computed on the
 EE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0661.degrees latitude (g = 980.6199 gals.).
 EE0661
 EE0661.The modeled gravity was interpolated from observed gravity values.
 EE0661
 EE0661;                    North         East    Units  Estimated Accuracy
 EE0661;SPC GA W     -   477,490.      607,060.      MT  (+/- 180 meters Scaled)
 EE0661
 EE0661                          SUPERSEDED SURVEY CONTROL
 EE0661
 EE0661  NGVD 29 (??/??/92)  184.481  (m)          605.25   (f) ADJ UNCH    2 0
 EE0661
 EE0661.Superseded values are not recommended for survey control.
 EE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0661.See file dsdata.txt to determine how the superseded data were derived.
 EE0661
 EE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC678971(NAD 83)
 EE0661_MARKER: Z = SEE DESCRIPTION
 EE0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0661+STABILITY: SURFACE MOTION
 EE0661
 EE0661  HISTORY     - Date     Condition        Report By
 EE0661  HISTORY     - UNK      MONUMENTED       RBNF
 EE0661  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0661
 EE0661                          STATION DESCRIPTION
 EE0661
 EE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0661'2.5 MI NW FROM ROME.
 EE0661'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM ROME, FLOYD COUNTY,
 EE0661'1.5 MILES NORTHWEST OF THE BERRY SCHOOL, IN THE FRONT YARD OF THE
 EE0661'DAIRY FARM OF MRS. L.D. JONES, 32 YARDS NORTH OF THE CENTER LINE
 EE0661'OF THE FRONT ENTRANCE DRIVE, 35 YARDS NORTH OF AN 18-INCH WILLOW
 EE0661'TREE, AND 13 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 EE0661'1-1/4-INCH BRONZE PLUG, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0524 ***********************************************************************
 EE0524  DESIGNATION -  10 D
 EE0524  PID         -  EE0524
 EE0524  STATE/COUNTY-  GA/FLOYD
 EE0524  USGS QUAD   -  ROME SOUTH (1985)
 EE0524
 EE0524                         *CURRENT SURVEY CONTROL
 EE0524  ___________________________________________________________________
 EE0524* NAD 83(1986)-  34 11 24.     (N)    085 10 28.     (W)     SCALED    
 EE0524* NAVD 88     -       198.806  (meters)     652.25   (feet)  ADJUSTED  
 EE0524  ___________________________________________________________________
 EE0524  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE0524  DYNAMIC HT  -         198.600 (meters)     651.57  (feet)  COMP
 EE0524  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 EE0524
 EE0524  VERT ORDER  -  FIRST     CLASS II
 EE0524
 EE0524.The horizontal coordinates were scaled from a topographic map and have
 EE0524.an estimated accuracy of +/- 6 seconds.
 EE0524
 EE0524.The orthometric height was determined by differential leveling
 EE0524.and adjusted by the National Geodetic Survey in June 1991..
 EE0524
 EE0524.The geoid height was determined by GEOID03.
 EE0524
 EE0524.The dynamic height is computed by dividing the NAVD 88
 EE0524.geopotential number by the normal gravity value computed on the
 EE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0524.degrees latitude (g = 980.6199 gals.).
 EE0524
 EE0524.The modeled gravity was interpolated from observed gravity values.
 EE0524
 EE0524;                    North         East    Units  Estimated Accuracy
 EE0524;SPC GA W     -   465,040.      607,110.      MT  (+/- 180 meters Scaled)
 EE0524
 EE0524                          SUPERSEDED SURVEY CONTROL
 EE0524
 EE0524  NGVD 29 (??/??/92)  198.761  (m)          652.10   (f) ADJ UNCH    1 2
 EE0524
 EE0524.Superseded values are not recommended for survey control.
 EE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0524.See file dsdata.txt to determine how the superseded data were derived.
 EE0524
 EE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC682847(NAD 83)
 EE0524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EE0524_SETTING: 0 = UNSPECIFIED SETTING
 EE0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0524
 EE0524  HISTORY     - Date     Condition        Report By
 EE0524  HISTORY     - UNK      MONUMENTED       GAGS
 EE0524  HISTORY     - 1964     MARK NOT FOUND   NGS
 EE0524
 EE0524                          STATION DESCRIPTION
 EE0524
 EE0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE0524'IN LINDALE.
 EE0524'THE DESCRIBED AREA IS NOW SMOOTHLY TURFED AND USED AS PARKING
 EE0524'AREA BY EMPLOYEES OF PEPPERELL MANUFACTURING (TEXTILES) COMPANY
 EE0524'THO EVIDENTLY THE PROPERTY OF THE SOUTHERN RAILWAY.  NO EVIDENCE
 EE0524'OF THE MARK WAS FOUND.  STUDY OF DESCRIPTIONS ON PAGE 905 OF THE
 EE0524'BIG RED BOOK GEODETIC SURVEY OF GEORGIA LEADS TO THE CONCLUSION
 EE0524'THAT THE SUBJECT MARK IS MORE SPECIFICALLY ONE OF THE TRANSIT
 EE0524'INSTRUMENT SET-UP POINTS BETWEEN THE DISK-MARKED 19 D 10 (GA.
 EE0524'GEOD. S.) AND 19 D 11 (GA. GEOD. S.) STATIONS OF THE GEORGIA
 EE0524'GEODETIC SURVEY.  THIS WRITER HAS ENCOUNTERED BEFORE EVIDENCE
 EE0524'THAT THE GEORGIA GEODETIC SURVEY DID SO MARK (A TACK SET IN THE
 EE0524'TOP OF A CONCRETE POST MARKED 10 D THO THOSE PREVIOUSLY ENCOUNTERED
 EE0524'WERE DESIGNATED IN A MANNER LEADING TO SUPPOSITION THAT THE
 EE0524'SUBJECT MARK WOULD ALSO HAVE BEEN LABELED 19 D 10-A OR SOME
 EE0524'OTHER LETTER IN ORDER) SOME OF THESE INTERMEDIATE TRANSIT POINTS
 EE0524'BETWEEN THE DISK-MARKED AND DESCRIBED POSITIONS.  POSSIBLY THE
 EE0524'DESIGNATION IN FULL OF THE SUBJECT MARK WAS 19 D 10-D WITH
 EE0524'ONLY THE 10-D HAVING BEEN PUT ON THIS MARK.  ONLY REFERENCE TO
 EE0524'THE TRANSIT TRAVERSE ORIGINAL NOTES SOME OF WHICH IN THE PAST
 EE0524'HAVE BEEN TRACED TO STORAGE IN HWY. DEPT. WAREHOUSES IN EAST
 EE0524'POINT, GEORGIA, WHERE THE TRAIL VANISHED, WOULD ANSWER THE
 EE0524'QUESTIONS HERE RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0747 ***********************************************************************
 ED0747  DESIGNATION -  10 D 57 RESET 1958
 ED0747  PID         -  ED0747
 ED0747  STATE/COUNTY-  GA/TOWNS
 ED0747  USGS QUAD   -  HIAWASSEE (1988)
 ED0747
 ED0747                         *CURRENT SURVEY CONTROL
 ED0747  ___________________________________________________________________
 ED0747* NAD 83(1986)-  34 55 04.     (N)    083 51 25.     (W)     SCALED    
 ED0747* NAVD 88     -       592.77   (meters)    1944.8    (feet)  RESET     
 ED0747  ___________________________________________________________________
 ED0747  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 ED0747
 ED0747  VERT ORDER  -  THIRD
 ED0747
 ED0747.The horizontal coordinates were scaled from a topographic map and have
 ED0747.an estimated accuracy of +/- 6 seconds.
 ED0747
 ED0747.The orthometric height was computed from unverified reset data.
 ED0747.No vertical observational check was made to the station.
 ED0747
 ED0747.The geoid height was determined by GEOID03.
 ED0747
 ED0747;                    North         East    Units  Estimated Accuracy
 ED0747;SPC GA W     -   545,350.      728,300.      MT  (+/- 180 meters Scaled)
 ED0747
 ED0747                          SUPERSEDED SURVEY CONTROL
 ED0747
 ED0747  NGVD 29 (??/??/??)  592.75   (m)         1944.7    (f) RESET       3  
 ED0747
 ED0747.Superseded values are not recommended for survey control.
 ED0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0747.See file dsdata.txt to determine how the superseded data were derived.
 ED0747
 ED0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU390676(NAD 83)
 ED0747_MARKER: DD = SURVEY DISK
 ED0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0747_STAMPING: 10 D 57 RESET 1958
 ED0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0747+STABILITY: SURFACE MOTION
 ED0747
 ED0747  HISTORY     - Date     Condition        Report By
 ED0747  HISTORY     - 1958     MONUMENTED       CGS
 ED0747
 ED0747                          STATION DESCRIPTION
 ED0747
 ED0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ED0747'1.2 MI SW FROM YOUNG HARRIS.
 ED0747'ABOUT 1.2 MILES SW ALONG NO. 76 U.S. HIGHWAY FROM ITS JUNCTION
 ED0747'WITH NO. 66 GEORGIA HIGHWAY IN YOUNG HARRIS, AN ESTIMATED 25 YARDS
 ED0747'E OF THE CREST OF A BLUNT RIDGE, ABOUT 70 FEET SE OF THE CENTER
 ED0747'LINE OF 24-FOOT HIGHWAY PAVEMENT, 9 FEET W OF THE CENTER OF THE
 ED0747'PLACE ENTRANCE LANE TO HOME OF J.E. JONES, 2 FEET S OF A STEEL
 ED0747'WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0752 ***********************************************************************
 ED0752  DESIGNATION -  10 D 59
 ED0752  PID         -  ED0752
 ED0752  STATE/COUNTY-  GA/TOWNS
 ED0752  USGS QUAD   -  HIAWASSEE (1988)
 ED0752
 ED0752                         *CURRENT SURVEY CONTROL
 ED0752  ___________________________________________________________________
 ED0752* NAD 83(1986)-  34 57 05.     (N)    083 50 51.     (W)     SCALED    
 ED0752* NAVD 88     -       561.523  (meters)    1842.26   (feet)  ADJUSTED  
 ED0752  ___________________________________________________________________
 ED0752  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ED0752  DYNAMIC HT  -         560.928 (meters)    1840.31  (feet)  COMP
 ED0752  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 ED0752
 ED0752  VERT ORDER  -  SECOND    CLASS 0
 ED0752
 ED0752.The horizontal coordinates were scaled from a topographic map and have
 ED0752.an estimated accuracy of +/- 6 seconds.
 ED0752
 ED0752.The orthometric height was determined by differential leveling
 ED0752.and adjusted by the National Geodetic Survey in June 1991..
 ED0752
 ED0752.The geoid height was determined by GEOID03.
 ED0752
 ED0752.The dynamic height is computed by dividing the NAVD 88
 ED0752.geopotential number by the normal gravity value computed on the
 ED0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0752.degrees latitude (g = 980.6199 gals.).
 ED0752
 ED0752.The modeled gravity was interpolated from observed gravity values.
 ED0752
 ED0752;                    North         East    Units  Estimated Accuracy
 ED0752;SPC GA W     -   549,080.      729,150.      MT  (+/- 180 meters Scaled)
 ED0752
 ED0752                          SUPERSEDED SURVEY CONTROL
 ED0752
 ED0752  NGVD 29 (??/??/92)  561.512  (m)         1842.23   (f) ADJ UNCH    2 0
 ED0752
 ED0752.Superseded values are not recommended for survey control.
 ED0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0752.See file dsdata.txt to determine how the superseded data were derived.
 ED0752
 ED0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU399713(NAD 83)
 ED0752_MARKER: DD = SURVEY DISK
 ED0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0752_STAMPING: 10 D 59 1842.227
 ED0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0752+STABILITY: SURFACE MOTION
 ED0752
 ED0752  HISTORY     - Date     Condition        Report By
 ED0752  HISTORY     - UNK      MONUMENTED       GAGS
 ED0752  HISTORY     - 1961     GOOD             NGS
 ED0752
 ED0752                          STATION DESCRIPTION
 ED0752
 ED0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ED0752'1.2 MI N FROM YOUNG HARRIS.
 ED0752'ABOUT 1.2 MILES N ALONG NO. 76 U.S. HIGHWAY FROM ITS JUNCTION WITH
 ED0752'NO. 66 GEORGIA HWY. IN YOUNG HARRIS, ABOUT 135 YARDS N OF THE
 ED0752'PROJECTED PLANE OF THE N COLUMNS OF THE CARPORT OF A LARGE BRICK
 ED0752'HOUSE, ABOUT 65 YARDS W OF CENTER LINE OF RELOCATED HWY., 8 FEET
 ED0752'S OF THE ABRUPT END OF THE W SIDE OF A SHELF CUT OF THE OLD
 ED0752'HIGHWAY, 16 FEET W OF CENTER LINE OF OLD 18-FOOT ASPHALT PAVEMENT,
 ED0752'0.4 FOOT LOWER THAN SAME, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0754 ***********************************************************************
 ED0754  DESIGNATION -  10 D 61
 ED0754  PID         -  ED0754
 ED0754  STATE/COUNTY-  GA/TOWNS
 ED0754  USGS QUAD   -  HIAWASSEE (1988)
 ED0754
 ED0754                         *CURRENT SURVEY CONTROL
 ED0754  ___________________________________________________________________
 ED0754* NAD 83(1986)-  34 58 22.     (N)    083 48 53.     (W)     SCALED    
 ED0754* NAVD 88     -       587.186  (meters)    1926.46   (feet)  ADJUSTED  
 ED0754  ___________________________________________________________________
 ED0754  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 ED0754  DYNAMIC HT  -         586.568 (meters)    1924.43  (feet)  COMP
 ED0754  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 ED0754
 ED0754  VERT ORDER  -  SECOND    CLASS 0
 ED0754
 ED0754.The horizontal coordinates were scaled from a topographic map and have
 ED0754.an estimated accuracy of +/- 6 seconds.
 ED0754
 ED0754.The orthometric height was determined by differential leveling
 ED0754.and adjusted by the National Geodetic Survey in June 1991..
 ED0754
 ED0754.The geoid height was determined by GEOID03.
 ED0754
 ED0754.The dynamic height is computed by dividing the NAVD 88
 ED0754.geopotential number by the normal gravity value computed on the
 ED0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0754.degrees latitude (g = 980.6199 gals.).
 ED0754
 ED0754.The modeled gravity was interpolated from observed gravity values.
 ED0754
 ED0754;                    North         East    Units  Estimated Accuracy
 ED0754;SPC GA W     -   551,460.      732,140.      MT  (+/- 180 meters Scaled)
 ED0754
 ED0754                          SUPERSEDED SURVEY CONTROL
 ED0754
 ED0754  NGVD 29 (??/??/92)  587.182  (m)         1926.45   (f) ADJ UNCH    2 0
 ED0754
 ED0754.Superseded values are not recommended for survey control.
 ED0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0754.See file dsdata.txt to determine how the superseded data were derived.
 ED0754
 ED0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU430736(NAD 83)
 ED0754_MARKER: Z = SEE DESCRIPTION
 ED0754_SETTING: 0 = UNSPECIFIED SETTING
 ED0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0754
 ED0754  HISTORY     - Date     Condition        Report By
 ED0754  HISTORY     - UNK      MONUMENTED       GAGS
 ED0754  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0754
 ED0754                          STATION DESCRIPTION
 ED0754
 ED0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0754'4.7 MI NW FROM HIAWASSEE.
 ED0754'THE CHURCH AND SCHOOL WERE MOVED BECAUSE THE CHATUGE RESERVOIR
 ED0754'COVERED MOST OF THE HIGHWAY TO HIAWASSEE.  LITTLE EVIDENCE OF THE
 ED0754'SCHOOL OR CHURCH REMAIN, AND ITS GENERAL LOCATION WAS LEARNED ONLY
 ED0754'AFTER MUCH INQUIRY.  NO EVIDENCE OF THE MARK WAS FOUND.  TO REACH
 ED0754'THE LOCATION, GO NW AND W ON NO. 76 U.S. HIGHWAY FOR 4.7 MILES TO
 ED0754'A POINT ABOUT 0.1 MILE E OF THE JUNCTION OF THE SAID HIGHWAY WITH
 ED0754'NO. 66 GEORGIA HIGHWAY AND TURN BACK RIGHT THRU AN ANGLE OF ABOUT
 ED0754'160 DEGREES AND GO EASTERLY ABOUT 0.5 MILE AND TAKE THE RIGHT FORK
 ED0754'ONTO THE OLD ROAD, THENCE EASTERLY ABOUT 0.2 MILE TO THE SITE
 ED0754'OF THE REMOVED CHURCH AND SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1479 ***********************************************************************
 CL1479  DESIGNATION -  10 E 1 GAGS
 CL1479  PID         -  CL1479
 CL1479  STATE/COUNTY-  GA/HOUSTON
 CL1479  USGS QUAD   -  PERRY EAST (1985)
 CL1479
 CL1479                         *CURRENT SURVEY CONTROL
 CL1479  ___________________________________________________________________
 CL1479* NAD 83(1994)-  32 27 22.01466(N)    083 44 13.53290(W)     ADJUSTED  
 CL1479* NAVD 88     -        96.78   (+/-2cm)     317.5    (feet)  VERTCON   
 CL1479  ___________________________________________________________________
 CL1479  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL1479  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CL1479
 CL1479  HORZ ORDER  -  SECOND
 CL1479  VERT ORDER  -  THIRD ? (See Below)
 CL1479
 CL1479.The horizontal coordinates were established by classical geodetic methods
 CL1479.and adjusted by the National Geodetic Survey in September 1997..
 CL1479
 CL1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1479.The vertical order pertains to the NGVD 29 superseded value.
 CL1479
 CL1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1479
 CL1479.The geoid height was determined by GEOID03.
 CL1479
 CL1479;                    North         East     Units Scale Factor Converg.
 CL1479;SPC GA W     -   272,372.035   740,385.707   MT  0.99992011   +0 13 49.9
 CL1479;SPC GA W     -   893,607.25  2,429,082.11   sFT  0.99992011   +0 13 49.9
 CL1479;UTM  17      - 3,594,293.962   242,713.209   MT  1.00041637   -1 28 10.8
 CL1479
 CL1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1479!SPC GA W     -   0.99998899  x   0.99992011  =   0.99990910
 CL1479!UTM  17      -   0.99998899  x   1.00041637  =   1.00040536
 CL1479
 CL1479:                Primary Azimuth Mark                     Grid Az
 CL1479:SPC GA W     -  3B 26B GAGS 1935                         066 51 23.4
 CL1479:UTM  17      -  3B 26B GAGS 1935                         068 33 24.1
 CL1479
 CL1479|---------------------------------------------------------------------|
 CL1479| PID    Reference Object                     Distance      Geod. Az  |
 CL1479|                                                           dddmmss.s |
 CL1479| CL2482 3B 26B GAGS 1935                    APPROX. 0.7 KM 0670513.3 |
 CL1479| CL2480 PERRY                               371.144 METERS 07027     |
 CL1479| CL2479 PERRY MAGNETIC 1935                 160.145 METERS 13849     |
 CL1479|---------------------------------------------------------------------|
 CL1479
 CL1479                          SUPERSEDED SURVEY CONTROL
 CL1479
 CL1479  NAD 83(1986)-  32 27 22.01875(N)    083 44 13.53143(W) AD(       ) 2
 CL1479  NAD 27      -  32 27 21.48100(N)    083 44 13.85900(W) AD(       ) 2
 CL1479  NGVD 29 (07/19/86)   96.92   (m)          318.0    (f) LEVELING    3  
 CL1479
 CL1479.Superseded values are not recommended for survey control.
 CL1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1479.See file dsdata.txt to determine how the superseded data were derived.
 CL1479
 CL1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4271394294(NAD 83)
 CL1479_MARKER: DD = SURVEY DISK
 CL1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1479+STABILITY: SURFACE MOTION
 CL1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL1479+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CL1479
 CL1479  HISTORY     - Date     Condition        Report By
 CL1479  HISTORY     - 1935     MONUMENTED       GAGS
 CL1479  HISTORY     - 20050929 GOOD             INDIV
 CL1479
 CL1479                          STATION DESCRIPTION
 CL1479
 CL1479'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CL1479'AT PERRY, AT NORTH EDGE OF EVERGREEN CEMETERY, IN ANGLE FORMED BY
 CL1479'NORTH-SOUTH AND EAST-WEST CROSSROADS, 57.2 FEET WEST OF WEST CORNER
 CL1479'OF WEST COLUMN OF GRANITE ARCH, 44.96 FEET WEST-SOUTHWEST OF CENTER
 CL1479'OF MANHOLE COVER, 22.5 FEET WEST OF NORTH-SOUTH ROAD AND 10 FEET
 CL1479'NORTH OF EAST-WEST ROAD.  STATION IS A STATE SURVEY STANDARD DISK,
 CL1479'SET IN 6-INCH CONCRETE CYLINDER AND PROJECTS ABOUT 1 INCH.  WOOD
 CL1479'SPIRE, NEW HOPE BAPTIST CHURCH, FINIAL, IS ABOUT 0.2 MILE
 CL1479'NORTH-NORTHWEST OF STATION N 21 DEG 23 MIN W.
 CL1479
 CL1479                          STATION RECOVERY (2005)
 CL1479
 CL1479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0853 ***********************************************************************
 CL0853  DESIGNATION -  10 E 13
 CL0853  PID         -  CL0853
 CL0853  STATE/COUNTY-  GA/DOOLY
 CL0853  USGS QUAD   -  PINEVIEW NW (1981)
 CL0853
 CL0853                         *CURRENT SURVEY CONTROL
 CL0853  ___________________________________________________________________
 CL0853* NAD 83(1986)-  32 14 52.     (N)    083 44 26.     (W)     SCALED    
 CL0853* NAVD 88     -       120.566  (meters)     395.56   (feet)  ADJUSTED  
 CL0853  ___________________________________________________________________
 CL0853  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CL0853  DYNAMIC HT  -         120.429 (meters)     395.11  (feet)  COMP
 CL0853  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CL0853
 CL0853  VERT ORDER  -  SECOND    CLASS 0
 CL0853
 CL0853.The horizontal coordinates were scaled from a topographic map and have
 CL0853.an estimated accuracy of +/- 6 seconds.
 CL0853
 CL0853.The orthometric height was determined by differential leveling
 CL0853.and adjusted by the National Geodetic Survey in June 1991..
 CL0853
 CL0853.The geoid height was determined by GEOID03.
 CL0853
 CL0853.The dynamic height is computed by dividing the NAVD 88
 CL0853.geopotential number by the normal gravity value computed on the
 CL0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0853.degrees latitude (g = 980.6199 gals.).
 CL0853
 CL0853.The modeled gravity was interpolated from observed gravity values.
 CL0853
 CL0853;                    North         East    Units  Estimated Accuracy
 CL0853;SPC GA W     -   249,270.      740,150.      MT  (+/- 180 meters Scaled)
 CL0853
 CL0853                          SUPERSEDED SURVEY CONTROL
 CL0853
 CL0853  NGVD 29 (??/??/92)  120.714  (m)          396.04   (f) ADJ UNCH    2 0
 CL0853
 CL0853.Superseded values are not recommended for survey control.
 CL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0853.See file dsdata.txt to determine how the superseded data were derived.
 CL0853
 CL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR417711(NAD 83)
 CL0853_MARKER: DD = SURVEY DISK
 CL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0853_STAMPING: 10 E 13
 CL0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0853+STABILITY: SURFACE MOTION
 CL0853
 CL0853  HISTORY     - Date     Condition        Report By
 CL0853  HISTORY     - UNK      MONUMENTED       GAGS
 CL0853  HISTORY     - 1934     GOOD             NGS
 CL0853
 CL0853                          STATION DESCRIPTION
 CL0853
 CL0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0853'1 MI S FROM UNADILLA.
 CL0853'ABOUT 1 MILE SOUTH ALONG THE GEORGIA SOUTHERN AND FLORIDA RAILWAY
 CL0853'FROM THE STATION AT UNADILLA, DOOLY COUNTY, ABOUT 72 YARDS SOUTH
 CL0853'OF MILEPOST 45, ABOUT 115 YARDS NORTH OF A RELAY BOX, IN A CUT,
 CL0853'AND 4.3 FEET EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK,
 CL0853'STAMPED 10 E 13 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0853'ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0854 ***********************************************************************
 CL0854  DESIGNATION -  10 E 14
 CL0854  PID         -  CL0854
 CL0854  STATE/COUNTY-  GA/DOOLY
 CL0854  USGS QUAD   -  PINEVIEW NW (1981)
 CL0854
 CL0854                         *CURRENT SURVEY CONTROL
 CL0854  ___________________________________________________________________
 CL0854* NAD 83(1986)-  32 14 02.     (N)    083 44 54.     (W)     SCALED    
 CL0854* NAVD 88     -       116.167  (meters)     381.12   (feet)  ADJUSTED  
 CL0854  ___________________________________________________________________
 CL0854  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CL0854  DYNAMIC HT  -         116.034 (meters)     380.69  (feet)  COMP
 CL0854  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CL0854
 CL0854  VERT ORDER  -  SECOND    CLASS 0
 CL0854
 CL0854.The horizontal coordinates were scaled from a topographic map and have
 CL0854.an estimated accuracy of +/- 6 seconds.
 CL0854
 CL0854.The orthometric height was determined by differential leveling
 CL0854.and adjusted by the National Geodetic Survey in June 1991..
 CL0854
 CL0854.The geoid height was determined by GEOID03.
 CL0854
 CL0854.The dynamic height is computed by dividing the NAVD 88
 CL0854.geopotential number by the normal gravity value computed on the
 CL0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0854.degrees latitude (g = 980.6199 gals.).
 CL0854
 CL0854.The modeled gravity was interpolated from observed gravity values.
 CL0854
 CL0854;                    North         East    Units  Estimated Accuracy
 CL0854;SPC GA W     -   247,730.      739,430.      MT  (+/- 180 meters Scaled)
 CL0854
 CL0854                          SUPERSEDED SURVEY CONTROL
 CL0854
 CL0854  NGVD 29 (??/??/92)  116.317  (m)          381.62   (f) ADJ UNCH    2 0
 CL0854
 CL0854.Superseded values are not recommended for survey control.
 CL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0854.See file dsdata.txt to determine how the superseded data were derived.
 CL0854
 CL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR410696(NAD 83)
 CL0854_MARKER: DD = SURVEY DISK
 CL0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0854_STAMPING: 10 E 14
 CL0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0854+STABILITY: SURFACE MOTION
 CL0854
 CL0854  HISTORY     - Date     Condition        Report By
 CL0854  HISTORY     - UNK      MONUMENTED       GAGS
 CL0854  HISTORY     - 1934     GOOD             NGS
 CL0854  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL0854
 CL0854                          STATION DESCRIPTION
 CL0854
 CL0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0854'2.1 MI S FROM UNADILLA.
 CL0854'ABOUT 2.1 MILES SOUTH ALONG THE GEORGIA SOUTHERN AND FLORIDA
 CL0854'RAILWAY FROM THE STATION AT UNADILLA, DOOLY COUNTY, ABOUT 230
 CL0854'YARDS SOUTH OF MILEPOST 46, ABOUT 65 YARDS SOUTH OF A ROAD
 CL0854'CROSSING, AND 16.5 FEET WEST OF THE WEST RAIL.  A STATE SURVEY
 CL0854'STANDARD DISK, STAMPED 10 E 14 AND SET IN THE TOP OF A CONCRETE
 CL0854'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 CL0854
 CL0854                          STATION RECOVERY (2005)
 CL0854
 CL0854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL0854' 
 CL0854' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0856 ***********************************************************************
 CL0856  DESIGNATION -  10 E 15
 CL0856  PID         -  CL0856
 CL0856  STATE/COUNTY-  GA/DOOLY
 CL0856  USGS QUAD   -  PINEHURST (1981)
 CL0856
 CL0856                         *CURRENT SURVEY CONTROL
 CL0856  ___________________________________________________________________
 CL0856* NAD 83(1986)-  32 12 42.     (N)    083 45 16.     (W)     SCALED    
 CL0856* NAVD 88     -       122.069  (meters)     400.49   (feet)  ADJUSTED  
 CL0856  ___________________________________________________________________
 CL0856  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CL0856  DYNAMIC HT  -         121.929 (meters)     400.03  (feet)  COMP
 CL0856  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CL0856
 CL0856  VERT ORDER  -  SECOND    CLASS 0
 CL0856
 CL0856.The horizontal coordinates were scaled from a topographic map and have
 CL0856.an estimated accuracy of +/- 6 seconds.
 CL0856
 CL0856.The orthometric height was determined by differential leveling
 CL0856.and adjusted by the National Geodetic Survey in June 1991..
 CL0856
 CL0856.The geoid height was determined by GEOID03.
 CL0856
 CL0856.The dynamic height is computed by dividing the NAVD 88
 CL0856.geopotential number by the normal gravity value computed on the
 CL0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0856.degrees latitude (g = 980.6199 gals.).
 CL0856
 CL0856.The modeled gravity was interpolated from observed gravity values.
 CL0856
 CL0856;                    North         East    Units  Estimated Accuracy
 CL0856;SPC GA W     -   245,260.      738,860.      MT  (+/- 180 meters Scaled)
 CL0856
 CL0856                          SUPERSEDED SURVEY CONTROL
 CL0856
 CL0856  NGVD 29 (??/??/92)  122.216  (m)          400.97   (f) ADJ UNCH    2 0
 CL0856
 CL0856.Superseded values are not recommended for survey control.
 CL0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0856.See file dsdata.txt to determine how the superseded data were derived.
 CL0856
 CL0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR403672(NAD 83)
 CL0856_MARKER: DD = SURVEY DISK
 CL0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0856_STAMPING: 10 E 15
 CL0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0856+STABILITY: SURFACE MOTION
 CL0856
 CL0856  HISTORY     - Date     Condition        Report By
 CL0856  HISTORY     - UNK      MONUMENTED       GAGS
 CL0856  HISTORY     - 1934     GOOD             NGS
 CL0856  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL0856
 CL0856                          STATION DESCRIPTION
 CL0856
 CL0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0856'1.1 MI N FROM PINEHURST.
 CL0856'ABOUT 1.1 MILES NORTH ALONG THE GEORGIA SOUTHERN AND FLORIDA
 CL0856'RAILWAY FROM THE STATION AT PINEHURST, DOOLY COUNTY, ABOUT 0.3
 CL0856'MILE NORTH OF MILEPOST 48, ABOUT 110 YARDS SOUTH OF A RELAY BOX,
 CL0856'ON THE TOP OF A HILL, AND 5 FEET WEST OF THE WEST RAIL.  A STATE
 CL0856'SURVEY STANDARD DISK, STAMPED 10 E 15 AND SET IN THE TOP OF A
 CL0856'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 CL0856
 CL0856                          STATION RECOVERY (2005)
 CL0856
 CL0856'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL0856' 
 CL0856' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0857 ***********************************************************************
 CL0857  DESIGNATION -  10 E 16
 CL0857  PID         -  CL0857
 CL0857  STATE/COUNTY-  GA/DOOLY
 CL0857  USGS QUAD   -  PINEHURST (1981)
 CL0857
 CL0857                         *CURRENT SURVEY CONTROL
 CL0857  ___________________________________________________________________
 CL0857* NAD 83(1986)-  32 11 45.     (N)    083 45 33.     (W)     SCALED    
 CL0857* NAVD 88     -       115.058  (meters)     377.49   (feet)  ADJUSTED  
 CL0857  ___________________________________________________________________
 CL0857  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CL0857  DYNAMIC HT  -         114.926 (meters)     377.05  (feet)  COMP
 CL0857  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CL0857
 CL0857  VERT ORDER  -  SECOND    CLASS 0
 CL0857
 CL0857.The horizontal coordinates were scaled from a topographic map and have
 CL0857.an estimated accuracy of +/- 6 seconds.
 CL0857
 CL0857.The orthometric height was determined by differential leveling
 CL0857.and adjusted by the National Geodetic Survey in June 1991..
 CL0857
 CL0857.The geoid height was determined by GEOID03.
 CL0857
 CL0857.The dynamic height is computed by dividing the NAVD 88
 CL0857.geopotential number by the normal gravity value computed on the
 CL0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0857.degrees latitude (g = 980.6199 gals.).
 CL0857
 CL0857.The modeled gravity was interpolated from observed gravity values.
 CL0857
 CL0857;                    North         East    Units  Estimated Accuracy
 CL0857;SPC GA W     -   243,500.      738,420.      MT  (+/- 180 meters Scaled)
 CL0857
 CL0857                          SUPERSEDED SURVEY CONTROL
 CL0857
 CL0857  NGVD 29 (??/??/92)  115.209  (m)          377.98   (f) ADJ UNCH    2 0
 CL0857
 CL0857.Superseded values are not recommended for survey control.
 CL0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0857.See file dsdata.txt to determine how the superseded data were derived.
 CL0857
 CL0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR398654(NAD 83)
 CL0857_MARKER: DD = SURVEY DISK
 CL0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0857_STAMPING: 10 E 16
 CL0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0857+STABILITY: SURFACE MOTION
 CL0857
 CL0857  HISTORY     - Date     Condition        Report By
 CL0857  HISTORY     - UNK      MONUMENTED       GAGS
 CL0857  HISTORY     - 1934     GOOD             NGS
 CL0857  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL0857
 CL0857                          STATION DESCRIPTION
 CL0857
 CL0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0857'AT PINEHURST.
 CL0857'AT PINEHURST, DOOLY COUNTY, ABOUT 48 YARDS NORTH OF THE NORTHEAST
 CL0857'CORNER OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY STATION, 5.5
 CL0857'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 4.4 FEET EAST
 CL0857'OF THE EAST RAIL OF A SIDING.  A STATE SURVEY STANDARD DISK,
 CL0857'STAMPED 10 E 16 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0857'ABOUT 1 INCH ABOVE GROUND.
 CL0857
 CL0857                          STATION RECOVERY (2005)
 CL0857
 CL0857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL0857' 
 CL0857' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0858 ***********************************************************************
 CL0858  DESIGNATION -  10 E 17
 CL0858  PID         -  CL0858
 CL0858  STATE/COUNTY-  GA/DOOLY
 CL0858  USGS QUAD   -  PINEHURST (1981)
 CL0858
 CL0858                         *CURRENT SURVEY CONTROL
 CL0858  ___________________________________________________________________
 CL0858* NAD 83(1986)-  32 11 23.     (N)    083 45 40.     (W)     SCALED    
 CL0858* NAVD 88     -       120.158  (meters)     394.22   (feet)  ADJUSTED  
 CL0858  ___________________________________________________________________
 CL0858  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CL0858  DYNAMIC HT  -         120.019 (meters)     393.76  (feet)  COMP
 CL0858  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CL0858
 CL0858  VERT ORDER  -  SECOND    CLASS 0
 CL0858
 CL0858.The horizontal coordinates were scaled from a topographic map and have
 CL0858.an estimated accuracy of +/- 6 seconds.
 CL0858
 CL0858.The orthometric height was determined by differential leveling
 CL0858.and adjusted by the National Geodetic Survey in June 1991..
 CL0858
 CL0858.The geoid height was determined by GEOID03.
 CL0858
 CL0858.The dynamic height is computed by dividing the NAVD 88
 CL0858.geopotential number by the normal gravity value computed on the
 CL0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0858.degrees latitude (g = 980.6199 gals.).
 CL0858
 CL0858.The modeled gravity was interpolated from observed gravity values.
 CL0858
 CL0858;                    North         East    Units  Estimated Accuracy
 CL0858;SPC GA W     -   242,830.      738,240.      MT  (+/- 180 meters Scaled)
 CL0858
 CL0858                          SUPERSEDED SURVEY CONTROL
 CL0858
 CL0858  NGVD 29 (??/??/92)  120.308  (m)          394.71   (f) ADJ UNCH    2 0
 CL0858
 CL0858.Superseded values are not recommended for survey control.
 CL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0858.See file dsdata.txt to determine how the superseded data were derived.
 CL0858
 CL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR396648(NAD 83)
 CL0858_MARKER: DD = SURVEY DISK
 CL0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0858_STAMPING: 10 E 17
 CL0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0858+STABILITY: SURFACE MOTION
 CL0858
 CL0858  HISTORY     - Date     Condition        Report By
 CL0858  HISTORY     - UNK      MONUMENTED       GAGS
 CL0858  HISTORY     - 1934     GOOD             NGS
 CL0858  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL0858
 CL0858                          STATION DESCRIPTION
 CL0858
 CL0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0858'AT PINEHURST.
 CL0858'AT PINEHURST, DOOLY COUNTY, ABOUT 0.4 MILE SOUTH OF THE GEORGIA
 CL0858'SOUTHERN AND FLORIDA RAILWAY STATION, ABOUT 106 YARDS SOUTH OF A
 CL0858'ROAD CROSSING, AT THE NORTHEAST CORNER OF A CEMETERY, AND 5.4 FEET
 CL0858'WEST OF THE WEST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 CL0858'10 E 17 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 CL0858'INCH ABOVE GROUND.
 CL0858
 CL0858                          STATION RECOVERY (2005)
 CL0858
 CL0858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL0858' 
 CL0858' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0860 ***********************************************************************
 CL0860  DESIGNATION -  10 E 18
 CL0860  PID         -  CL0860
 CL0860  STATE/COUNTY-  GA/DOOLY
 CL0860  USGS QUAD   -  PINEHURST (1981)
 CL0860
 CL0860                         *CURRENT SURVEY CONTROL
 CL0860  ___________________________________________________________________
 CL0860* NAD 83(1986)-  32 10 19.     (N)    083 45 59.     (W)     SCALED    
 CL0860* NAVD 88     -       125.412  (meters)     411.46   (feet)  ADJUSTED  
 CL0860  ___________________________________________________________________
 CL0860  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CL0860  DYNAMIC HT  -         125.267 (meters)     410.98  (feet)  COMP
 CL0860  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CL0860
 CL0860  VERT ORDER  -  SECOND    CLASS 0
 CL0860
 CL0860.The horizontal coordinates were scaled from a topographic map and have
 CL0860.an estimated accuracy of +/- 6 seconds.
 CL0860
 CL0860.The orthometric height was determined by differential leveling
 CL0860.and adjusted by the National Geodetic Survey in June 1991..
 CL0860
 CL0860.The geoid height was determined by GEOID03.
 CL0860
 CL0860.The dynamic height is computed by dividing the NAVD 88
 CL0860.geopotential number by the normal gravity value computed on the
 CL0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0860.degrees latitude (g = 980.6199 gals.).
 CL0860
 CL0860.The modeled gravity was interpolated from observed gravity values.
 CL0860
 CL0860;                    North         East    Units  Estimated Accuracy
 CL0860;SPC GA W     -   240,850.      737,750.      MT  (+/- 180 meters Scaled)
 CL0860
 CL0860                          SUPERSEDED SURVEY CONTROL
 CL0860
 CL0860  NGVD 29 (??/??/92)  125.562  (m)          411.95   (f) ADJ UNCH    2 0
 CL0860
 CL0860.Superseded values are not recommended for survey control.
 CL0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0860.See file dsdata.txt to determine how the superseded data were derived.
 CL0860
 CL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR391628(NAD 83)
 CL0860_MARKER: DD = SURVEY DISK
 CL0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0860_STAMPING: 10 E 18
 CL0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0860+STABILITY: SURFACE MOTION
 CL0860
 CL0860  HISTORY     - Date     Condition        Report By
 CL0860  HISTORY     - UNK      MONUMENTED       GAGS
 CL0860  HISTORY     - 1934     GOOD             NGS
 CL0860  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL0860
 CL0860                          STATION DESCRIPTION
 CL0860
 CL0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0860'1.7 MI S FROM PINEHURST.
 CL0860'ABOUT 1.7 MILES SOUTH ALONG THE GEORGIA SOUTHERN AND FLORIDA RAILWAY
 CL0860'FROM THE STATION AT PINEHURST, DOOLY COUNTY, ABOUT 8 POLES NORTH OF
 CL0860'A STATION ONE MILE SIGN, ABOUT 200 YARDS SOUTH OF A RELAY BOX, ABOUT
 CL0860'83 YARDS NORTH OF A WHISTLE POST, AND 5.1 FEET WEST OF THE WEST
 CL0860'RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 10 E 18 AND SET IN THE
 CL0860'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 CL0860
 CL0860                          STATION RECOVERY (2005)
 CL0860
 CL0860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL0860' 
 CL0860' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0861 ***********************************************************************
 CL0861  DESIGNATION -  10 E 19
 CL0861  PID         -  CL0861
 CL0861  STATE/COUNTY-  GA/DOOLY
 CL0861  USGS QUAD   -  PINEHURST (1981)
 CL0861
 CL0861                         *CURRENT SURVEY CONTROL
 CL0861  ___________________________________________________________________
 CL0861* NAD 83(1986)-  32 09 12.     (N)    083 46 18.     (W)     SCALED    
 CL0861* NAVD 88     -       113.380  (meters)     371.98   (feet)  ADJUSTED  
 CL0861  ___________________________________________________________________
 CL0861  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CL0861  DYNAMIC HT  -         113.249 (meters)     371.55  (feet)  COMP
 CL0861  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CL0861
 CL0861  VERT ORDER  -  SECOND    CLASS 0
 CL0861
 CL0861.The horizontal coordinates were scaled from a topographic map and have
 CL0861.an estimated accuracy of +/- 6 seconds.
 CL0861
 CL0861.The orthometric height was determined by differential leveling
 CL0861.and adjusted by the National Geodetic Survey in June 1991..
 CL0861
 CL0861.The geoid height was determined by GEOID03.
 CL0861
 CL0861.The dynamic height is computed by dividing the NAVD 88
 CL0861.geopotential number by the normal gravity value computed on the
 CL0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0861.degrees latitude (g = 980.6199 gals.).
 CL0861
 CL0861.The modeled gravity was interpolated from observed gravity values.
 CL0861
 CL0861;                    North         East    Units  Estimated Accuracy
 CL0861;SPC GA W     -   238,790.      737,260.      MT  (+/- 180 meters Scaled)
 CL0861
 CL0861                          SUPERSEDED SURVEY CONTROL
 CL0861
 CL0861  NGVD 29 (??/??/92)  113.531  (m)          372.48   (f) ADJ UNCH    2 0
 CL0861
 CL0861.Superseded values are not recommended for survey control.
 CL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0861.See file dsdata.txt to determine how the superseded data were derived.
 CL0861
 CL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR385607(NAD 83)
 CL0861_MARKER: DD = SURVEY DISK
 CL0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0861_STAMPING: 10 E 19
 CL0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0861+STABILITY: SURFACE MOTION
 CL0861
 CL0861  HISTORY     - Date     Condition        Report By
 CL0861  HISTORY     - UNK      MONUMENTED       GAGS
 CL0861  HISTORY     - 1934     GOOD             NGS
 CL0861  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL0861
 CL0861                          STATION DESCRIPTION
 CL0861
 CL0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0861'AT FINDLAY.
 CL0861'AT FINDLAY, DOOLY COUNTY, ABOUT 175 YARDS SOUTH OF THE GEORGIA
 CL0861'SOUTHERN AND FLORIDA RAILWAY STATION, 16 FEET SOUTHWEST OF THE CENTER
 CL0861'OF A ROAD CROSSING, 9 FEET NORTHEAST OF THE CROSSING SIGNPOST, AND
 CL0861'5.2 FEET WEST OF THE WEST RAIL.  A STATE SURVEY STANDARD
 CL0861'DISK, STAMPED 10 E 19 AND SET IN THE TOP OF A CONCRETE POST
 CL0861'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 CL0861
 CL0861                          STATION RECOVERY (2005)
 CL0861
 CL0861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL0861' 
 CL0861' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0863 ***********************************************************************
 CL0863  DESIGNATION -  10 E 20
 CL0863  PID         -  CL0863
 CL0863  STATE/COUNTY-  GA/DOOLY
 CL0863  USGS QUAD   -  VIENNA (1972)
 CL0863
 CL0863                         *CURRENT SURVEY CONTROL
 CL0863  ___________________________________________________________________
 CL0863* NAD 83(1986)-  32 07 16.     (N)    083 46 53.     (W)     SCALED    
 CL0863* NAVD 88     -       115.137  (meters)     377.75   (feet)  ADJUSTED  
 CL0863  ___________________________________________________________________
 CL0863  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CL0863  DYNAMIC HT  -         115.003 (meters)     377.31  (feet)  COMP
 CL0863  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CL0863
 CL0863  VERT ORDER  -  SECOND    CLASS 0
 CL0863
 CL0863.The horizontal coordinates were scaled from a topographic map and have
 CL0863.an estimated accuracy of +/- 6 seconds.
 CL0863
 CL0863.The orthometric height was determined by differential leveling
 CL0863.and adjusted by the National Geodetic Survey in June 1991..
 CL0863
 CL0863.The geoid height was determined by GEOID03.
 CL0863
 CL0863.The dynamic height is computed by dividing the NAVD 88
 CL0863.geopotential number by the normal gravity value computed on the
 CL0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0863.degrees latitude (g = 980.6199 gals.).
 CL0863
 CL0863.The modeled gravity was interpolated from observed gravity values.
 CL0863
 CL0863;                    North         East    Units  Estimated Accuracy
 CL0863;SPC GA W     -   235,210.      736,360.      MT  (+/- 180 meters Scaled)
 CL0863
 CL0863                          SUPERSEDED SURVEY CONTROL
 CL0863
 CL0863  NGVD 29 (??/??/92)  115.287  (m)          378.24   (f) ADJ UNCH    2 0
 CL0863
 CL0863.Superseded values are not recommended for survey control.
 CL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0863.See file dsdata.txt to determine how the superseded data were derived.
 CL0863
 CL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR375572(NAD 83)
 CL0863_MARKER: DD = SURVEY DISK
 CL0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0863_STAMPING: 10 E 20
 CL0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0863+STABILITY: SURFACE MOTION
 CL0863
 CL0863  HISTORY     - Date     Condition        Report By
 CL0863  HISTORY     - UNK      MONUMENTED       GAGS
 CL0863  HISTORY     - 1934     GOOD             NGS
 CL0863
 CL0863                          STATION DESCRIPTION
 CL0863
 CL0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0863'2.1 MI N FROM VIENNA.
 CL0863'ABOUT 2.1 MILES NORTH ALONG THE GEORGIA SOUTHERN AND FLORIDA RAILWAY
 CL0863'FROM THE STATION AT VIENNA, DOOLY COUNTY, ABOUT 148 YARDS SOUTH OF
 CL0863'MILEPOST 54, ON THE TOP OF A HILL AT THE SOUTH END OF A CUT, AND
 CL0863'5.3 FEET WEST OF THE WEST RAIL.  A STATE SURVEY STANDARD DISK,
 CL0863'STAMPED 10 E 20 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0863'ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1691 ***********************************************************************
 BD1691  DESIGNATION -  10 H 1
 BD1691  PID         -  BD1691
 BD1691  STATE/COUNTY-  GA/CLINCH
 BD1691  USGS QUAD   -  FARGO (1987)
 BD1691
 BD1691                         *CURRENT SURVEY CONTROL
 BD1691  ___________________________________________________________________
 BD1691* NAD 83(1986)-  30 41 08.     (N)    082 33 42.     (W)     SCALED    
 BD1691* NAVD 88     -        35.064  (meters)     115.04   (feet)  ADJUSTED  
 BD1691  ___________________________________________________________________
 BD1691  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BD1691  DYNAMIC HT  -          35.020 (meters)     114.89  (feet)  COMP
 BD1691  MODELED GRAV-     979,365.6   (mgal)                       NAVD 88
 BD1691
 BD1691  VERT ORDER  -  SECOND    CLASS 0
 BD1691
 BD1691.The horizontal coordinates were scaled from a topographic map and have
 BD1691.an estimated accuracy of +/- 6 seconds.
 BD1691
 BD1691.The orthometric height was determined by differential leveling
 BD1691.and adjusted by the National Geodetic Survey in June 1991..
 BD1691
 BD1691.The geoid height was determined by GEOID03.
 BD1691
 BD1691.The dynamic height is computed by dividing the NAVD 88
 BD1691.geopotential number by the normal gravity value computed on the
 BD1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1691.degrees latitude (g = 980.6199 gals.).
 BD1691
 BD1691.The modeled gravity was interpolated from observed gravity values.
 BD1691
 BD1691;                    North         East    Units  Estimated Accuracy
 BD1691;SPC GA E     -    76,060.      162,160.      MT  (+/- 180 meters Scaled)
 BD1691
 BD1691                          SUPERSEDED SURVEY CONTROL
 BD1691
 BD1691  NGVD 29 (??/??/92)   35.341  (m)          115.95   (f) ADJ UNCH    2 0
 BD1691
 BD1691.Superseded values are not recommended for survey control.
 BD1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1691.See file dsdata.txt to determine how the superseded data were derived.
 BD1691
 BD1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP504957(NAD 83)
 BD1691_MARKER: DD = SURVEY DISK
 BD1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1691+STABILITY: SURFACE MOTION
 BD1691
 BD1691  HISTORY     - Date     Condition        Report By
 BD1691  HISTORY     - UNK      MONUMENTED       GAGS
 BD1691  HISTORY     - 1957     MARK NOT FOUND   NGS
 BD1691  HISTORY     - 1957     MARK NOT FOUND   USGS
 BD1691
 BD1691                          STATION DESCRIPTION
 BD1691
 BD1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1691'AT FARGO.
 BD1691'AT FARGO, CLINCH COUNTY, 87.4 FEET NORTHWEST OF THE NORTHWEST
 BD1691'CORNER OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY STATION,
 BD1691'64.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 BD1691'OF A WATER STANDPIPE, 6.2 FEET WEST OF THE WEST RAIL OF THE
 BD1691'MAIN TRACK, AND 2.8 FEET EAST OF A SIDETRACK.  A STATE SURVEY
 BD1691'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  (35.341
 BD1691'METERS OR 115.948 FEET.)  NOTE-- MEASUREMENTS GIVEN INDICATES
 BD1691'MARK IS PROBABLY UNDER BLACK TOP WHICH THE STATION AGENT IN
 BD1691'FARGO SAID WAS RECENTLY PUT THERE.
 BD1691
 BD1691                          STATION RECOVERY (1957)
 BD1691
 BD1691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BD1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1677 ***********************************************************************
 BD1677  DESIGNATION -  10 H 10
 BD1677  PID         -  BD1677
 BD1677  STATE/COUNTY-  GA/CLINCH
 BD1677  USGS QUAD   -  HEADLIGHT (1994)
 BD1677
 BD1677                         *CURRENT SURVEY CONTROL
 BD1677  ___________________________________________________________________
 BD1677* NAD 83(1986)-  30 50 22.     (N)    082 39 13.     (W)     SCALED    
 BD1677* NAVD 88     -        41.482  (meters)     136.10   (feet)  ADJUSTED  
 BD1677  ___________________________________________________________________
 BD1677  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1677  DYNAMIC HT  -          41.430 (meters)     135.92  (feet)  COMP
 BD1677  MODELED GRAV-     979,377.4   (mgal)                       NAVD 88
 BD1677
 BD1677  VERT ORDER  -  SECOND    CLASS 0
 BD1677
 BD1677.The horizontal coordinates were scaled from a topographic map and have
 BD1677.an estimated accuracy of +/- 6 seconds.
 BD1677
 BD1677.The orthometric height was determined by differential leveling
 BD1677.and adjusted by the National Geodetic Survey in June 1991..
 BD1677
 BD1677.The geoid height was determined by GEOID03.
 BD1677
 BD1677.The dynamic height is computed by dividing the NAVD 88
 BD1677.geopotential number by the normal gravity value computed on the
 BD1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1677.degrees latitude (g = 980.6199 gals.).
 BD1677
 BD1677.The modeled gravity was interpolated from observed gravity values.
 BD1677
 BD1677;                    North         East    Units  Estimated Accuracy
 BD1677;SPC GA E     -    93,150.      153,420.      MT  (+/- 180 meters Scaled)
 BD1677
 BD1677                          SUPERSEDED SURVEY CONTROL
 BD1677
 BD1677  NGVD 29 (??/??/92)   41.746  (m)          136.96   (f) ADJ UNCH    2 0
 BD1677
 BD1677.Superseded values are not recommended for survey control.
 BD1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1677.See file dsdata.txt to determine how the superseded data were derived.
 BD1677
 BD1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ418129(NAD 83)
 BD1677_MARKER: DD = SURVEY DISK
 BD1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1677+STABILITY: SURFACE MOTION
 BD1677
 BD1677  HISTORY     - Date     Condition        Report By
 BD1677  HISTORY     - UNK      MONUMENTED       GAGS
 BD1677  HISTORY     - 1935     GOOD             NGS
 BD1677
 BD1677                          STATION DESCRIPTION
 BD1677
 BD1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1677'12 MI N FROM FARGO.
 BD1677'ABOUT 12.04 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1677'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1677'COUNTY, ABOUT 0.3 MILE SOUTH OF A CONCRETE BRIDGE, 120 FEET
 BD1677'NORTH OF THE SIXTH POLE SOUTH OF A BRIDGE AND EAST OF THE
 BD1677'HIGHWAY, 59 FEET SOUTH OF THE FIFTH POLE SOUTH OF THE BRIDGE,
 BD1677'41.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 BD1677'LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK, SET IN
 BD1677'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1675 ***********************************************************************
 BD1675  DESIGNATION -  10 H 11
 BD1675  PID         -  BD1675
 BD1675  STATE/COUNTY-  GA/CLINCH
 BD1675  USGS QUAD   -  HEADLIGHT (1994)
 BD1675
 BD1675                         *CURRENT SURVEY CONTROL
 BD1675  ___________________________________________________________________
 BD1675* NAD 83(1986)-  30 51 28.     (N)    082 39 37.     (W)     SCALED    
 BD1675* NAVD 88     -        42.423  (meters)     139.18   (feet)  ADJUSTED  
 BD1675  ___________________________________________________________________
 BD1675  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BD1675  DYNAMIC HT  -          42.370 (meters)     139.01  (feet)  COMP
 BD1675  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 BD1675
 BD1675  VERT ORDER  -  SECOND    CLASS 0
 BD1675
 BD1675.The horizontal coordinates were scaled from a topographic map and have
 BD1675.an estimated accuracy of +/- 6 seconds.
 BD1675
 BD1675.The orthometric height was determined by differential leveling
 BD1675.and adjusted by the National Geodetic Survey in June 1991..
 BD1675
 BD1675.The geoid height was determined by GEOID03.
 BD1675
 BD1675.The dynamic height is computed by dividing the NAVD 88
 BD1675.geopotential number by the normal gravity value computed on the
 BD1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1675.degrees latitude (g = 980.6199 gals.).
 BD1675
 BD1675.The modeled gravity was interpolated from observed gravity values.
 BD1675
 BD1675;                    North         East    Units  Estimated Accuracy
 BD1675;SPC GA E     -    95,190.      152,790.      MT  (+/- 180 meters Scaled)
 BD1675
 BD1675                          SUPERSEDED SURVEY CONTROL
 BD1675
 BD1675  NGVD 29 (??/??/92)   42.686  (m)          140.05   (f) ADJ UNCH    2 0
 BD1675
 BD1675.Superseded values are not recommended for survey control.
 BD1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1675.See file dsdata.txt to determine how the superseded data were derived.
 BD1675
 BD1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ412150(NAD 83)
 BD1675_MARKER: DD = SURVEY DISK
 BD1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1675+STABILITY: SURFACE MOTION
 BD1675
 BD1675  HISTORY     - Date     Condition        Report By
 BD1675  HISTORY     - UNK      MONUMENTED       GAGS
 BD1675  HISTORY     - 1935     GOOD             NGS
 BD1675
 BD1675                          STATION DESCRIPTION
 BD1675
 BD1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1675'15.3 MI S FROM HOMERVILLE.
 BD1675'ABOUT 15.32 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE INTERSECTION
 BD1675'OF U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY, ABOUT 13.3
 BD1675'MILES NORTH OF THE CROSSING OF THE GEORGIA SOUTHERN AND FLORIDA
 BD1675'RAILWAY AT FARGO, ABOUT 0.25 MILE NORTH OF A BRIDGE OVER A
 BD1675'CREEK, 112.5 FEET WEST OF THE SECOND POLE SOUTH OF A SAWMILL,
 BD1675'244 FEET SOUTHWEST OF A 24-INCH IRON-PIPE CULVERT UNDER A SIDE
 BD1675'ROAD, 50.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 BD1675'SOUTH OF A POLE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STATE
 BD1675'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1675'ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1671 ***********************************************************************
 BD1671  DESIGNATION -  10 H 13
 BD1671  PID         -  BD1671
 BD1671  STATE/COUNTY-  GA/CLINCH
 BD1671  USGS QUAD   -  MIDWAY (1994)
 BD1671
 BD1671                         *CURRENT SURVEY CONTROL
 BD1671  ___________________________________________________________________
 BD1671* NAD 83(1986)-  30 54 28.     (N)    082 39 55.     (W)     SCALED    
 BD1671* NAVD 88     -        45.896  (meters)     150.58   (feet)  ADJUSTED  
 BD1671  ___________________________________________________________________
 BD1671  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1671  DYNAMIC HT  -          45.838 (meters)     150.39  (feet)  COMP
 BD1671  MODELED GRAV-     979,381.2   (mgal)                       NAVD 88
 BD1671
 BD1671  VERT ORDER  -  SECOND    CLASS 0
 BD1671
 BD1671.The horizontal coordinates were scaled from a topographic map and have
 BD1671.an estimated accuracy of +/- 6 seconds.
 BD1671
 BD1671.The orthometric height was determined by differential leveling
 BD1671.and adjusted by the National Geodetic Survey in June 1991..
 BD1671
 BD1671.The geoid height was determined by GEOID03.
 BD1671
 BD1671.The dynamic height is computed by dividing the NAVD 88
 BD1671.geopotential number by the normal gravity value computed on the
 BD1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1671.degrees latitude (g = 980.6199 gals.).
 BD1671
 BD1671.The modeled gravity was interpolated from observed gravity values.
 BD1671
 BD1671;                    North         East    Units  Estimated Accuracy
 BD1671;SPC GA E     -   100,730.      152,340.      MT  (+/- 180 meters Scaled)
 BD1671
 BD1671                          SUPERSEDED SURVEY CONTROL
 BD1671
 BD1671  NGVD 29 (??/??/92)   46.156  (m)          151.43   (f) ADJ UNCH    2 0
 BD1671
 BD1671.Superseded values are not recommended for survey control.
 BD1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1671.See file dsdata.txt to determine how the superseded data were derived.
 BD1671
 BD1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ408205(NAD 83)
 BD1671_MARKER: DD = SURVEY DISK
 BD1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1671+STABILITY: SURFACE MOTION
 BD1671
 BD1671  HISTORY     - Date     Condition        Report By
 BD1671  HISTORY     - UNK      MONUMENTED       GAGS
 BD1671  HISTORY     - 1935     GOOD             NGS
 BD1671
 BD1671                          STATION DESCRIPTION
 BD1671
 BD1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1671'11.7 MI S FROM HOMERVILLE.
 BD1671'ABOUT 11.67 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE INTERSECTION
 BD1671'OF U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY, ABOUT 382 FEET
 BD1671'NORTH OF A 24-INCH IRON-PIPE CULVERT UNDER AN EAST-AND-WEST SIDE
 BD1671'ROAD, 49.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 BD1671'ABOUT LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 BD1671'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 BD1671'GROUND.  (46.156 METERS OR 151.430 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1668 ***********************************************************************
 BD1668  DESIGNATION -  10 H 14
 BD1668  PID         -  BD1668
 BD1668  STATE/COUNTY-  GA/CLINCH
 BD1668  USGS QUAD   -  MIDWAY (1994)
 BD1668
 BD1668                         *CURRENT SURVEY CONTROL
 BD1668  ___________________________________________________________________
 BD1668* NAD 83(1986)-  30 56 56.     (N)    082 39 46.     (W)     SCALED    
 BD1668* NAVD 88     -        48.757  (meters)     159.96   (feet)  ADJUSTED  
 BD1668  ___________________________________________________________________
 BD1668  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1668  DYNAMIC HT  -          48.696 (meters)     159.76  (feet)  COMP
 BD1668  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 BD1668
 BD1668  VERT ORDER  -  SECOND    CLASS 0
 BD1668
 BD1668.The horizontal coordinates were scaled from a topographic map and have
 BD1668.an estimated accuracy of +/- 6 seconds.
 BD1668
 BD1668.The orthometric height was determined by differential leveling
 BD1668.and adjusted by the National Geodetic Survey in June 1991..
 BD1668
 BD1668.The geoid height was determined by GEOID03.
 BD1668
 BD1668.The dynamic height is computed by dividing the NAVD 88
 BD1668.geopotential number by the normal gravity value computed on the
 BD1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1668.degrees latitude (g = 980.6199 gals.).
 BD1668
 BD1668.The modeled gravity was interpolated from observed gravity values.
 BD1668
 BD1668;                    North         East    Units  Estimated Accuracy
 BD1668;SPC GA E     -   105,290.      152,600.      MT  (+/- 180 meters Scaled)
 BD1668
 BD1668                          SUPERSEDED SURVEY CONTROL
 BD1668
 BD1668  NGVD 29 (??/??/92)   49.015  (m)          160.81   (f) ADJ UNCH    2 0
 BD1668
 BD1668.Superseded values are not recommended for survey control.
 BD1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1668.See file dsdata.txt to determine how the superseded data were derived.
 BD1668
 BD1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ411251(NAD 83)
 BD1668_MARKER: DD = SURVEY DISK
 BD1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1668+STABILITY: SURFACE MOTION
 BD1668
 BD1668  HISTORY     - Date     Condition        Report By
 BD1668  HISTORY     - UNK      MONUMENTED       GAGS
 BD1668  HISTORY     - 1935     GOOD             NGS
 BD1668
 BD1668                          STATION DESCRIPTION
 BD1668
 BD1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1668'8.7 MI S FROM HOMERVILLE.
 BD1668'ABOUT 8.72 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE INTERSECTION
 BD1668'OF U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY, ABOUT 0.4 MILE
 BD1668'NORTH OF A FIRE-LOOKOUT TOWER SOUTHWEST OF THE HIGHWAY, ABOUT
 BD1668'500 FEET SOUTH ALONG THE HIGHWAY FROM THE HARDY TROWELLS RESIDENCE,
 BD1668'OPPOSITE THE ARTHUR GRIFFIS PROPERTY, 52 FEET SOUTH OF THE CENTER
 BD1668'LINE OF A ROAD LEADING WEST, 41.5 FEET WEST OF THE CENTER LINE
 BD1668'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STATE
 BD1668'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1668'ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1665 ***********************************************************************
 BD1665  DESIGNATION -  10 H 16
 BD1665  PID         -  BD1665
 BD1665  STATE/COUNTY-  GA/CLINCH
 BD1665  USGS QUAD   -  MIDWAY (1994)
 BD1665
 BD1665                         *CURRENT SURVEY CONTROL
 BD1665  ___________________________________________________________________
 BD1665* NAD 83(1986)-  30 59 11.     (N)    082 40 30.     (W)     SCALED    
 BD1665* NAVD 88     -        50.688  (meters)     166.30   (feet)  ADJUSTED  
 BD1665  ___________________________________________________________________
 BD1665  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BD1665  DYNAMIC HT  -          50.624 (meters)     166.09  (feet)  COMP
 BD1665  MODELED GRAV-     979,386.1   (mgal)                       NAVD 88
 BD1665
 BD1665  VERT ORDER  -  SECOND    CLASS 0
 BD1665
 BD1665.The horizontal coordinates were scaled from a topographic map and have
 BD1665.an estimated accuracy of +/- 6 seconds.
 BD1665
 BD1665.The orthometric height was determined by differential leveling
 BD1665.and adjusted by the National Geodetic Survey in June 1991..
 BD1665
 BD1665.The geoid height was determined by GEOID03.
 BD1665
 BD1665.The dynamic height is computed by dividing the NAVD 88
 BD1665.geopotential number by the normal gravity value computed on the
 BD1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1665.degrees latitude (g = 980.6199 gals.).
 BD1665
 BD1665.The modeled gravity was interpolated from observed gravity values.
 BD1665
 BD1665;                    North         East    Units  Estimated Accuracy
 BD1665;SPC GA E     -   109,450.      151,450.      MT  (+/- 180 meters Scaled)
 BD1665
 BD1665                          SUPERSEDED SURVEY CONTROL
 BD1665
 BD1665  NGVD 29 (??/??/92)   50.943  (m)          167.14   (f) ADJ UNCH    2 0
 BD1665
 BD1665.Superseded values are not recommended for survey control.
 BD1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1665.See file dsdata.txt to determine how the superseded data were derived.
 BD1665
 BD1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ400292(NAD 83)
 BD1665_MARKER: DD = SURVEY DISK
 BD1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1665+STABILITY: SURFACE MOTION
 BD1665
 BD1665  HISTORY     - Date     Condition        Report By
 BD1665  HISTORY     - UNK      MONUMENTED       GAGS
 BD1665  HISTORY     - 1935     GOOD             NGS
 BD1665
 BD1665                          STATION DESCRIPTION
 BD1665
 BD1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1665'5.8 MI SE FROM HOMERVILLE.
 BD1665'ABOUT 5.80 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE
 BD1665'INTERSECTION OF U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY,
 BD1665'ABOUT 0.55 MILE SOUTH ALONG THE HIGHWAY FROM A NEGRO SCHOOLHOUSE,
 BD1665'NEAR THE POINT OF INTERSECTION OF A CURVE, 35.4 FEET NORTHWEST
 BD1665'OF THE SOUTHWEST CORNER OF A TENANT HOUSE, 46 FEET EAST OF THE
 BD1665'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 BD1665'HIGHWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 BD1665'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1663 ***********************************************************************
 BD1663  DESIGNATION -  10 H 17
 BD1663  PID         -  BD1663
 BD1663  STATE/COUNTY-  GA/CLINCH
 BD1663  USGS QUAD   -  MIDWAY (1994)
 BD1663
 BD1663                         *CURRENT SURVEY CONTROL
 BD1663  ___________________________________________________________________
 BD1663* NAD 83(1986)-  30 59 38.     (N)    082 41 31.     (W)     SCALED    
 BD1663* NAVD 88     -        51.218  (meters)     168.04   (feet)  ADJUSTED  
 BD1663  ___________________________________________________________________
 BD1663  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BD1663  DYNAMIC HT  -          51.154 (meters)     167.83  (feet)  COMP
 BD1663  MODELED GRAV-     979,386.2   (mgal)                       NAVD 88
 BD1663
 BD1663  VERT ORDER  -  SECOND    CLASS 0
 BD1663
 BD1663.The horizontal coordinates were scaled from a topographic map and have
 BD1663.an estimated accuracy of +/- 6 seconds.
 BD1663
 BD1663.The orthometric height was determined by differential leveling
 BD1663.and adjusted by the National Geodetic Survey in June 1991..
 BD1663
 BD1663.The geoid height was determined by GEOID03.
 BD1663
 BD1663.The dynamic height is computed by dividing the NAVD 88
 BD1663.geopotential number by the normal gravity value computed on the
 BD1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1663.degrees latitude (g = 980.6199 gals.).
 BD1663
 BD1663.The modeled gravity was interpolated from observed gravity values.
 BD1663
 BD1663;                    North         East    Units  Estimated Accuracy
 BD1663;SPC GA E     -   110,290.      149,840.      MT  (+/- 180 meters Scaled)
 BD1663
 BD1663                          SUPERSEDED SURVEY CONTROL
 BD1663
 BD1663  NGVD 29 (??/??/92)   51.471  (m)          168.87   (f) ADJ UNCH    2 0
 BD1663
 BD1663.Superseded values are not recommended for survey control.
 BD1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1663.See file dsdata.txt to determine how the superseded data were derived.
 BD1663
 BD1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ384301(NAD 83)
 BD1663_MARKER: DD = SURVEY DISK
 BD1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1663+STABILITY: SURFACE MOTION
 BD1663
 BD1663  HISTORY     - Date     Condition        Report By
 BD1663  HISTORY     - UNK      MONUMENTED       GAGS
 BD1663  HISTORY     - 1935     GOOD             NGS
 BD1663
 BD1663                          STATION DESCRIPTION
 BD1663
 BD1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1663'4.6 MI SE FROM HOMERVILLE.
 BD1663'ABOUT 4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE
 BD1663'INTERSECTION OF U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY,
 BD1663'14.5 FEET SOUTH OF THE FIRST POLE SOUTH OF AN OLD HOME SITE
 BD1663'ON THE PROPERTY OF TROY RIBBENS, 40.6 FEET WEST OF THE CENTER
 BD1663'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 BD1663'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 BD1663'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0120 ***********************************************************************
 BS0120  DESIGNATION -  10 H 19
 BS0120  PID         -  BS0120
 BS0120  STATE/COUNTY-  GA/CLINCH
 BS0120  USGS QUAD   -  HOMERVILLE EAST (1988)
 BS0120
 BS0120                         *CURRENT SURVEY CONTROL
 BS0120  ___________________________________________________________________
 BS0120* NAD 83(1986)-  31 01 39.     (N)    082 44 30.     (W)     SCALED    
 BS0120* NAVD 88     -        51.609  (meters)     169.32   (feet)  ADJUSTED  
 BS0120  ___________________________________________________________________
 BS0120  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BS0120  DYNAMIC HT  -          51.544 (meters)     169.11  (feet)  COMP
 BS0120  MODELED GRAV-     979,385.2   (mgal)                       NAVD 88
 BS0120
 BS0120  VERT ORDER  -  SECOND    CLASS 0
 BS0120
 BS0120.The horizontal coordinates were scaled from a topographic map and have
 BS0120.an estimated accuracy of +/- 6 seconds.
 BS0120
 BS0120.The orthometric height was determined by differential leveling
 BS0120.and adjusted by the National Geodetic Survey in June 1991..
 BS0120
 BS0120.The geoid height was determined by GEOID03.
 BS0120
 BS0120.The dynamic height is computed by dividing the NAVD 88
 BS0120.geopotential number by the normal gravity value computed on the
 BS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0120.degrees latitude (g = 980.6199 gals.).
 BS0120
 BS0120.The modeled gravity was interpolated from observed gravity values.
 BS0120
 BS0120;                    North         East    Units  Estimated Accuracy
 BS0120;SPC GA E     -   114,040.      145,110.      MT  (+/- 180 meters Scaled)
 BS0120
 BS0120                          SUPERSEDED SURVEY CONTROL
 BS0120
 BS0120  NGVD 29 (??/??/92)   51.859  (m)          170.14   (f) ADJ UNCH    2 0
 BS0120
 BS0120.Superseded values are not recommended for survey control.
 BS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0120.See file dsdata.txt to determine how the superseded data were derived.
 BS0120
 BS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ337339(NAD 83)
 BS0120_MARKER: DD = SURVEY DISK
 BS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0120+STABILITY: SURFACE MOTION
 BS0120
 BS0120  HISTORY     - Date     Condition        Report By
 BS0120  HISTORY     - UNK      MONUMENTED       GAGS
 BS0120  HISTORY     - 1934     GOOD             NGS
 BS0120  HISTORY     - 1967     MARK NOT FOUND   USGS
 BS0120
 BS0120                          STATION DESCRIPTION
 BS0120
 BS0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0120'0.73 MI S FROM HOMERVILLE.
 BS0120'0.73 MILE SOUTH ALONG STATE HIGHWAY 89 FROM THE INTERSECTION OF
 BS0120'U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY, JUST NORTH OF A
 BS0120'SIDE ROAD TO THE WEST, 72 FEET NORTHEAST OF THE NORTHEAST CORNER
 BS0120'OF A STORE BUILDING, 39.8 FEET WEST OF THE WEST EDGE OF THE
 BS0120'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD
 BS0120'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 BS0120'GROUND.
 BS0120
 BS0120                          STATION RECOVERY (1967)
 BS0120
 BS0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BS0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1690 ***********************************************************************
 BD1690  DESIGNATION -  10 H 2
 BD1690  PID         -  BD1690
 BD1690  STATE/COUNTY-  GA/CLINCH
 BD1690  USGS QUAD   -  FARGO (1987)
 BD1690
 BD1690                         *CURRENT SURVEY CONTROL
 BD1690  ___________________________________________________________________
 BD1690* NAD 83(1986)-  30 41 22.     (N)    082 33 41.     (W)     SCALED    
 BD1690* NAVD 88     -        34.663  (meters)     113.72   (feet)  ADJUSTED  
 BD1690  ___________________________________________________________________
 BD1690  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BD1690  DYNAMIC HT  -          34.618 (meters)     113.58  (feet)  COMP
 BD1690  MODELED GRAV-     979,366.1   (mgal)                       NAVD 88
 BD1690
 BD1690  VERT ORDER  -  SECOND    CLASS 0
 BD1690
 BD1690.The horizontal coordinates were scaled from a topographic map and have
 BD1690.an estimated accuracy of +/- 6 seconds.
 BD1690
 BD1690.The orthometric height was determined by differential leveling
 BD1690.and adjusted by the National Geodetic Survey in June 1991..
 BD1690
 BD1690.The geoid height was determined by GEOID03.
 BD1690
 BD1690.The dynamic height is computed by dividing the NAVD 88
 BD1690.geopotential number by the normal gravity value computed on the
 BD1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1690.degrees latitude (g = 980.6199 gals.).
 BD1690
 BD1690.The modeled gravity was interpolated from observed gravity values.
 BD1690
 BD1690;                    North         East    Units  Estimated Accuracy
 BD1690;SPC GA E     -    76,490.      162,180.      MT  (+/- 180 meters Scaled)
 BD1690
 BD1690                          SUPERSEDED SURVEY CONTROL
 BD1690
 BD1690  NGVD 29 (??/??/92)   34.939  (m)          114.63   (f) ADJ UNCH    2 0
 BD1690
 BD1690.Superseded values are not recommended for survey control.
 BD1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1690.See file dsdata.txt to determine how the superseded data were derived.
 BD1690
 BD1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP504962(NAD 83)
 BD1690_MARKER: DD = SURVEY DISK
 BD1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1690+STABILITY: SURFACE MOTION
 BD1690
 BD1690  HISTORY     - Date     Condition        Report By
 BD1690  HISTORY     - UNK      MONUMENTED       GAGS
 BD1690  HISTORY     - 1957     MARK NOT FOUND   NGS
 BD1690  HISTORY     - 1957     MARK NOT FOUND   USGS
 BD1690
 BD1690                          STATION DESCRIPTION
 BD1690
 BD1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1690'0.2 MI N FROM FARGO.
 BD1690'ABOUT 0.22 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1690'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1690'COUNTY, ABOUT 500 FEET SOUTHWEST OF A SCHOOL BUILDING, 143.5
 BD1690'FEET WEST OF THE CHIMNEY OF THE HOUSE OF MRS. ANNA MAY WRIGHT,
 BD1690'AT A DIRT-ROAD INTERSECTION, 107 FEET EAST OF THE CENTER LINE
 BD1690'OF THE HIGHWAY, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BD1690'25 FEET NORTHEAST OF A POLE, AND ABOUT LEVEL WITH THE HIGHWAY.
 BD1690'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 BD1690'POST.  NOTE-- THE DESCRIBED AREA WAS FOUND WITH HELP FROM
 BD1690'LOCAL RESIDENT AND THEY REPORTED THAT THE MARK WAS COVERED
 BD1690'BY A FILL.
 BD1690
 BD1690                          STATION RECOVERY (1957)
 BD1690
 BD1690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BD1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0119 ***********************************************************************
 BS0119  DESIGNATION -  10 H 20
 BS0119  PID         -  BS0119
 BS0119  STATE/COUNTY-  GA/CLINCH
 BS0119  USGS QUAD   -  HOMERVILLE EAST (1988)
 BS0119
 BS0119                         *CURRENT SURVEY CONTROL
 BS0119  ___________________________________________________________________
 BS0119* NAD 83(1986)-  31 01 57.     (N)    082 44 40.     (W)     SCALED    
 BS0119* NAVD 88     -        51.666  (meters)     169.51   (feet)  ADJUSTED  
 BS0119  ___________________________________________________________________
 BS0119  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BS0119  DYNAMIC HT  -          51.601 (meters)     169.29  (feet)  COMP
 BS0119  MODELED GRAV-     979,385.7   (mgal)                       NAVD 88
 BS0119
 BS0119  VERT ORDER  -  SECOND    CLASS 0
 BS0119
 BS0119.The horizontal coordinates were scaled from a topographic map and have
 BS0119.an estimated accuracy of +/- 6 seconds.
 BS0119
 BS0119.The orthometric height was determined by differential leveling
 BS0119.and adjusted by the National Geodetic Survey in June 1991..
 BS0119
 BS0119.The geoid height was determined by GEOID03.
 BS0119
 BS0119.The dynamic height is computed by dividing the NAVD 88
 BS0119.geopotential number by the normal gravity value computed on the
 BS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0119.degrees latitude (g = 980.6199 gals.).
 BS0119
 BS0119.The modeled gravity was interpolated from observed gravity values.
 BS0119
 BS0119;                    North         East    Units  Estimated Accuracy
 BS0119;SPC GA E     -   114,600.      144,840.      MT  (+/- 180 meters Scaled)
 BS0119
 BS0119                          SUPERSEDED SURVEY CONTROL
 BS0119
 BS0119  NGVD 29 (??/??/92)   51.913  (m)          170.32   (f) ADJ UNCH    2 0
 BS0119
 BS0119.Superseded values are not recommended for survey control.
 BS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0119.See file dsdata.txt to determine how the superseded data were derived.
 BS0119
 BS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ335345(NAD 83)
 BS0119_MARKER: DD = SURVEY DISK
 BS0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0119+STABILITY: SURFACE MOTION
 BS0119
 BS0119  HISTORY     - Date     Condition        Report By
 BS0119  HISTORY     - UNK      MONUMENTED       GAGS
 BS0119  HISTORY     - 1934     GOOD             NGS
 BS0119  HISTORY     - 1967     MARK NOT FOUND   USGS
 BS0119
 BS0119                          STATION DESCRIPTION
 BS0119
 BS0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0119'0.35 MI S FROM HOMERVILLE.
 BS0119'AT HOMERVILLE, CLINCH COUNTY, 0.35 MILE SOUTH ALONG STATE HIGHWAY
 BS0119'89 FROM THE INTERSECTION OF U.S. HIGHWAY 84, 182 FEET NORTHWEST
 BS0119'OF A FLUE OF A TURPENTINE STILL, 30.5 FEET EAST OF THE EAST EDGE OF
 BS0119'THE HIGHWAY, AND 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STATE
 BS0119'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0119'1 INCH ABOVE GROUND.
 BS0119
 BS0119                          STATION RECOVERY (1967)
 BS0119
 BS0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BS0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1686 ***********************************************************************
 BD1686  DESIGNATION -  10 H 5
 BD1686  PID         -  BD1686
 BD1686  STATE/COUNTY-  GA/CLINCH
 BD1686  USGS QUAD   -  FARGO (1987)
 BD1686
 BD1686                         *CURRENT SURVEY CONTROL
 BD1686  ___________________________________________________________________
 BD1686* NAD 83(1986)-  30 44 34.     (N)    082 35 45.     (W)     SCALED    
 BD1686* NAVD 88     -        38.627  (meters)     126.73   (feet)  ADJUSTED  
 BD1686  ___________________________________________________________________
 BD1686  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1686  DYNAMIC HT  -          38.578 (meters)     126.57  (feet)  COMP
 BD1686  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 BD1686
 BD1686  VERT ORDER  -  SECOND    CLASS 0
 BD1686
 BD1686.The horizontal coordinates were scaled from a topographic map and have
 BD1686.an estimated accuracy of +/- 6 seconds.
 BD1686
 BD1686.The orthometric height was determined by differential leveling
 BD1686.and adjusted by the National Geodetic Survey in June 1991..
 BD1686
 BD1686.The geoid height was determined by GEOID03.
 BD1686
 BD1686.The dynamic height is computed by dividing the NAVD 88
 BD1686.geopotential number by the normal gravity value computed on the
 BD1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1686.degrees latitude (g = 980.6199 gals.).
 BD1686
 BD1686.The modeled gravity was interpolated from observed gravity values.
 BD1686
 BD1686;                    North         East    Units  Estimated Accuracy
 BD1686;SPC GA E     -    82,410.      158,910.      MT  (+/- 180 meters Scaled)
 BD1686
 BD1686                          SUPERSEDED SURVEY CONTROL
 BD1686
 BD1686  NGVD 29 (??/??/92)   38.899  (m)          127.62   (f) ADJ UNCH    2 0
 BD1686
 BD1686.Superseded values are not recommended for survey control.
 BD1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1686.See file dsdata.txt to determine how the superseded data were derived.
 BD1686
 BD1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ472021(NAD 83)
 BD1686_MARKER: DD = SURVEY DISK
 BD1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1686+STABILITY: SURFACE MOTION
 BD1686
 BD1686  HISTORY     - Date     Condition        Report By
 BD1686  HISTORY     - UNK      MONUMENTED       GAGS
 BD1686  HISTORY     - 1935     GOOD             NGS
 BD1686
 BD1686                          STATION DESCRIPTION
 BD1686
 BD1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1686'4.5 MI N FROM FARGO.
 BD1686'ABOUT 4.49 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1686'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1686'COUNTY, ABOUT 234 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 127
 BD1686'FEET SOUTH OF THE THIRD POLE SOUTH OF A SIDE ROAD LEADING
 BD1686'EAST, 49.5 FEET NORTH OF ANOTHER POLE, AND 50.5 FEET EAST
 BD1686'OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 BD1686'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 BD1686'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1684 ***********************************************************************
 BD1684  DESIGNATION -  10 H 6
 BD1684  PID         -  BD1684
 BD1684  STATE/COUNTY-  GA/CLINCH
 BD1684  USGS QUAD   -  COLON (1994)
 BD1684
 BD1684                         *CURRENT SURVEY CONTROL
 BD1684  ___________________________________________________________________
 BD1684* NAD 83(1986)-  30 46 08.     (N)    082 36 55.     (W)     SCALED    
 BD1684* NAVD 88     -        38.227  (meters)     125.42   (feet)  ADJUSTED  
 BD1684  ___________________________________________________________________
 BD1684  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1684  DYNAMIC HT  -          38.178 (meters)     125.26  (feet)  COMP
 BD1684  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 BD1684
 BD1684  VERT ORDER  -  SECOND    CLASS 0
 BD1684
 BD1684.The horizontal coordinates were scaled from a topographic map and have
 BD1684.an estimated accuracy of +/- 6 seconds.
 BD1684
 BD1684.The orthometric height was determined by differential leveling
 BD1684.and adjusted by the National Geodetic Survey in June 1991..
 BD1684
 BD1684.The geoid height was determined by GEOID03.
 BD1684
 BD1684.The dynamic height is computed by dividing the NAVD 88
 BD1684.geopotential number by the normal gravity value computed on the
 BD1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1684.degrees latitude (g = 980.6199 gals.).
 BD1684
 BD1684.The modeled gravity was interpolated from observed gravity values.
 BD1684
 BD1684;                    North         East    Units  Estimated Accuracy
 BD1684;SPC GA E     -    85,320.      157,060.      MT  (+/- 180 meters Scaled)
 BD1684
 BD1684                          SUPERSEDED SURVEY CONTROL
 BD1684
 BD1684  NGVD 29 (??/??/92)   38.498  (m)          126.31   (f) ADJ UNCH    2 0
 BD1684
 BD1684.Superseded values are not recommended for survey control.
 BD1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1684.See file dsdata.txt to determine how the superseded data were derived.
 BD1684
 BD1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ454051(NAD 83)
 BD1684_MARKER: DD = SURVEY DISK
 BD1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1684+STABILITY: SURFACE MOTION
 BD1684
 BD1684  HISTORY     - Date     Condition        Report By
 BD1684  HISTORY     - UNK      MONUMENTED       GAGS
 BD1684  HISTORY     - 1935     GOOD             NGS
 BD1684
 BD1684                          STATION DESCRIPTION
 BD1684
 BD1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1684'6.6 MI N FROM FARGO.
 BD1684'ABOUT 6.64 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1684'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1684'COUNTY, ABOUT 650 FEET SOUTH OF THE MIDDLE OF THE EAST END
 BD1684'OF A 4- BY 4-FOOT CONCRETE CULVERT, ABOUT 230 FEET SOUTH OF
 BD1684'A SIDE ROAD, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BD1684'AND 10.5 FEET SOUTH OF A POLE AT THE SOUTH EDGE OF A BORROW
 BD1684'PIT.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 BD1684'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1683 ***********************************************************************
 BD1683  DESIGNATION -  10 H 7
 BD1683  PID         -  BD1683
 BD1683  STATE/COUNTY-  GA/CLINCH
 BD1683  USGS QUAD   -  COLON (1994)
 BD1683
 BD1683                         *CURRENT SURVEY CONTROL
 BD1683  ___________________________________________________________________
 BD1683* NAD 83(1986)-  30 46 36.     (N)    082 37 17.     (W)     SCALED    
 BD1683* NAVD 88     -        39.235  (meters)     128.72   (feet)  ADJUSTED  
 BD1683  ___________________________________________________________________
 BD1683  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1683  DYNAMIC HT  -          39.185 (meters)     128.56  (feet)  COMP
 BD1683  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 BD1683
 BD1683  VERT ORDER  -  SECOND    CLASS 0
 BD1683
 BD1683.The horizontal coordinates were scaled from a topographic map and have
 BD1683.an estimated accuracy of +/- 6 seconds.
 BD1683
 BD1683.The orthometric height was determined by differential leveling
 BD1683.and adjusted by the National Geodetic Survey in June 1991..
 BD1683
 BD1683.The geoid height was determined by GEOID03.
 BD1683
 BD1683.The dynamic height is computed by dividing the NAVD 88
 BD1683.geopotential number by the normal gravity value computed on the
 BD1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1683.degrees latitude (g = 980.6199 gals.).
 BD1683
 BD1683.The modeled gravity was interpolated from observed gravity values.
 BD1683
 BD1683;                    North         East    Units  Estimated Accuracy
 BD1683;SPC GA E     -    86,180.      156,480.      MT  (+/- 180 meters Scaled)
 BD1683
 BD1683                          SUPERSEDED SURVEY CONTROL
 BD1683
 BD1683  NGVD 29 (??/??/92)   39.505  (m)          129.61   (f) ADJ UNCH    2 0
 BD1683
 BD1683.Superseded values are not recommended for survey control.
 BD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1683.See file dsdata.txt to determine how the superseded data were derived.
 BD1683
 BD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ448059(NAD 83)
 BD1683_MARKER: DD = SURVEY DISK
 BD1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1683+STABILITY: SURFACE MOTION
 BD1683
 BD1683  HISTORY     - Date     Condition        Report By
 BD1683  HISTORY     - UNK      MONUMENTED       GAGS
 BD1683  HISTORY     - 1935     GOOD             NGS
 BD1683
 BD1683                          STATION DESCRIPTION
 BD1683
 BD1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1683'7.2 MI N FROM FARGO.
 BD1683'ABOUT 7.25 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1683'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1683'COUNTY, ABOUT 215 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER,
 BD1683'161 FEET SOUTH OF A SIDE ROAD TO THE RIGHT, 120 FEET EAST OF A
 BD1683'12-INCH PINE TREE, 108 FEET SOUTH OF A POLE, AND 51 FEET WEST
 BD1683'OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 BD1683'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 BD1683'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1681 ***********************************************************************
 BD1681  DESIGNATION -  10 H 8
 BD1681  PID         -  BD1681
 BD1681  STATE/COUNTY-  GA/CLINCH
 BD1681  USGS QUAD   -  HEADLIGHT (1994)
 BD1681
 BD1681                         *CURRENT SURVEY CONTROL
 BD1681  ___________________________________________________________________
 BD1681* NAD 83(1986)-  30 48 11.     (N)    082 38 27.     (W)     SCALED    
 BD1681* NAVD 88     -        39.987  (meters)     131.19   (feet)  ADJUSTED  
 BD1681  ___________________________________________________________________
 BD1681  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1681  DYNAMIC HT  -          39.936 (meters)     131.02  (feet)  COMP
 BD1681  MODELED GRAV-     979,375.4   (mgal)                       NAVD 88
 BD1681
 BD1681  VERT ORDER  -  SECOND    CLASS 0
 BD1681
 BD1681.The horizontal coordinates were scaled from a topographic map and have
 BD1681.an estimated accuracy of +/- 6 seconds.
 BD1681
 BD1681.The orthometric height was determined by differential leveling
 BD1681.and adjusted by the National Geodetic Survey in June 1991..
 BD1681
 BD1681.The geoid height was determined by GEOID03.
 BD1681
 BD1681.The dynamic height is computed by dividing the NAVD 88
 BD1681.geopotential number by the normal gravity value computed on the
 BD1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1681.degrees latitude (g = 980.6199 gals.).
 BD1681
 BD1681.The modeled gravity was interpolated from observed gravity values.
 BD1681
 BD1681;                    North         East    Units  Estimated Accuracy
 BD1681;SPC GA E     -    89,110.      154,630.      MT  (+/- 180 meters Scaled)
 BD1681
 BD1681                          SUPERSEDED SURVEY CONTROL
 BD1681
 BD1681  NGVD 29 (??/??/92)   40.256  (m)          132.07   (f) ADJ UNCH    2 0
 BD1681
 BD1681.Superseded values are not recommended for survey control.
 BD1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1681.See file dsdata.txt to determine how the superseded data were derived.
 BD1681
 BD1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ430089(NAD 83)
 BD1681_MARKER: DD = SURVEY DISK
 BD1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1681+STABILITY: SURFACE MOTION
 BD1681
 BD1681  HISTORY     - Date     Condition        Report By
 BD1681  HISTORY     - UNK      MONUMENTED       GAGS
 BD1681  HISTORY     - 1935     GOOD             NGS
 BD1681
 BD1681                          STATION DESCRIPTION
 BD1681
 BD1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1681'9.4 MI N FROM FARGO.
 BD1681'ABOUT 9.40 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1681'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1681'COUNTY, NEAR THE POINT OF INTERSECTION OF A HORIZONTAL CURVE,
 BD1681'145 FEET SOUTHWEST OF ONE POLE, 129.5 FEET NORTHWEST OF ANOTHER
 BD1681'POLE, 48.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 BD1681'ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 BD1681'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH
 BD1681'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1679 ***********************************************************************
 BD1679  DESIGNATION -  10 H 9
 BD1679  PID         -  BD1679
 BD1679  STATE/COUNTY-  GA/CLINCH
 BD1679  USGS QUAD   -  HEADLIGHT (1994)
 BD1679
 BD1679                         *CURRENT SURVEY CONTROL
 BD1679  ___________________________________________________________________
 BD1679* NAD 83(1986)-  30 48 54.     (N)    082 38 42.     (W)     SCALED    
 BD1679* NAVD 88     -        40.866  (meters)     134.07   (feet)  ADJUSTED  
 BD1679  ___________________________________________________________________
 BD1679  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1679  DYNAMIC HT  -          40.814 (meters)     133.90  (feet)  COMP
 BD1679  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 BD1679
 BD1679  VERT ORDER  -  SECOND    CLASS 0
 BD1679
 BD1679.The horizontal coordinates were scaled from a topographic map and have
 BD1679.an estimated accuracy of +/- 6 seconds.
 BD1679
 BD1679.The orthometric height was determined by differential leveling
 BD1679.and adjusted by the National Geodetic Survey in June 1991..
 BD1679
 BD1679.The geoid height was determined by GEOID03.
 BD1679
 BD1679.The dynamic height is computed by dividing the NAVD 88
 BD1679.geopotential number by the normal gravity value computed on the
 BD1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1679.degrees latitude (g = 980.6199 gals.).
 BD1679
 BD1679.The modeled gravity was interpolated from observed gravity values.
 BD1679
 BD1679;                    North         East    Units  Estimated Accuracy
 BD1679;SPC GA E     -    90,440.      154,230.      MT  (+/- 180 meters Scaled)
 BD1679
 BD1679                          SUPERSEDED SURVEY CONTROL
 BD1679
 BD1679  NGVD 29 (??/??/92)   41.134  (m)          134.95   (f) ADJ UNCH    2 0
 BD1679
 BD1679.Superseded values are not recommended for survey control.
 BD1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1679.See file dsdata.txt to determine how the superseded data were derived.
 BD1679
 BD1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ426102(NAD 83)
 BD1679_MARKER: DD = SURVEY DISK
 BD1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1679+STABILITY: SURFACE MOTION
 BD1679
 BD1679  HISTORY     - Date     Condition        Report By
 BD1679  HISTORY     - UNK      MONUMENTED       GAGS
 BD1679  HISTORY     - 1935     GOOD             NGS
 BD1679
 BD1679                          STATION DESCRIPTION
 BD1679
 BD1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1679'10.3 MI N FROM FARGO.
 BD1679'ABOUT 10.27 MILES NORTH ALONG STATE HIGHWAY 89 FROM THE CROSSING
 BD1679'OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY AT FARGO, CLINCH
 BD1679'COUNTY, 36.5 FEET SOUTHWEST OF THE THIRD POLE SOUTH OF A SIDE
 BD1679'ROAD, 40.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 BD1679'LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK, SET IN
 BD1679'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2248 ***********************************************************************
 BT2248  DESIGNATION -  10 NDS
 BT2248  PID         -  BT2248
 BT2248  STATE/COUNTY-  GA/DOUGHERTY
 BT2248  USGS QUAD   -  PRETORIA (1988)
 BT2248
 BT2248                         *CURRENT SURVEY CONTROL
 BT2248  ___________________________________________________________________
 BT2248* NAD 83(1994)-  31 33 07.12319(N)    084 22 09.49175(W)     ADJUSTED  
 BT2248* NAVD 88     -        65.789  (meters)     215.84   (feet)  ADJUSTED  
 BT2248  ___________________________________________________________________
 BT2248  X           -     533,776.207 (meters)                     COMP
 BT2248  Y           -  -5,414,002.282 (meters)                     COMP
 BT2248  Z           -   3,318,220.017 (meters)                     COMP
 BT2248  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BT2248  ELLIP HEIGHT-          38.85  (meters)          (09/03/97) GPS OBS
 BT2248  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BT2248  DYNAMIC HT  -          65.710 (meters)     215.58  (feet)  COMP
 BT2248  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 BT2248
 BT2248  HORZ ORDER  -  FIRST
 BT2248  VERT ORDER  -  SECOND    CLASS II
 BT2248  ELLP ORDER  -  FOURTH    CLASS II
 BT2248
 BT2248.The horizontal coordinates were established by GPS observations
 BT2248.and adjusted by the National Geodetic Survey in September 1997..
 BT2248
 BT2248.The orthometric height was determined by differential leveling
 BT2248.and adjusted by the National Geodetic Survey in November 1996..
 BT2248
 BT2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2248
 BT2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2248
 BT2248.The ellipsoidal height was determined by GPS observations
 BT2248.and is referenced to NAD 83.
 BT2248
 BT2248.The geoid height was determined by GEOID03.
 BT2248
 BT2248.The dynamic height is computed by dividing the NAVD 88
 BT2248.geopotential number by the normal gravity value computed on the
 BT2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2248.degrees latitude (g = 980.6199 gals.).
 BT2248
 BT2248.The modeled gravity was interpolated from observed gravity values.
 BT2248
 BT2248;                    North         East     Units Scale Factor Converg.
 BT2248;SPC GA W     -   172,061.727   680,761.617   MT  0.99990456   -0 06 21.7
 BT2248;SPC GA W     -   564,505.85  2,233,465.41   sFT  0.99990456   -0 06 21.7
 BT2248;UTM  16      - 3,493,778.859   749,724.008   MT  1.00036923   +1 22 38.2
 BT2248
 BT2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2248!SPC GA W     -   0.99999390  x   0.99990456  =   0.99989846
 BT2248!UTM  16      -   0.99999390  x   1.00036923  =   1.00036313
 BT2248
 BT2248                          SUPERSEDED SURVEY CONTROL
 BT2248
 BT2248  NAD 83(1986)-  31 33 07.12982(N)    084 22 09.49723(W) AD(       ) 1
 BT2248  NGVD 29 (03/24/92)   65.8    (m)          216.     (f) GPS OBS        
 BT2248
 BT2248.Superseded values are not recommended for survey control.
 BT2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2248.See file dsdata.txt to determine how the superseded data were derived.
 BT2248
 BT2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4972493779(NAD 83)
 BT2248_MARKER: A = ALUMINUM MARKER
 BT2248_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2248_STAMPING: 10 NDS 1987
 BT2248_MARK LOGO: ALBDOU
 BT2248_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2248+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1990
 BT2248
 BT2248  HISTORY     - Date     Condition        Report By
 BT2248  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2248  HISTORY     - 19890315 GOOD
 BT2248  HISTORY     - 19900301 GOOD             HOBBS
 BT2248  HISTORY     - 19900301 GOOD             HOBBS
 BT2248  HISTORY     - 19900701 GOOD             HOBBS
 BT2248
 BT2248                          STATION DESCRIPTION
 BT2248
 BT2248'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2248'STATION LOCATED IN WESTERN DOUGHERTY COUNTY, GEORGIA.
 BT2248'TO REACH STATION, GO 1.80 MI (2.90 KM) SOUTH ON MUD CREEK ROAD FROM
 BT2248'ITS JUNCTION WITH GILLIONVILLE ROAD---STATE HIGHWAY 234---ON LEFT,
 BT2248'11.7 FT (3.57 M) EAST OF C/L MUD CREEK ROAD.
 BT2248'STATION IS 133.3 FT (40.63 M) SOUTHEAST OF 60-INCH OAK TREE, 41.8 FT
 BT2248'(12.74 M) SOUTHWEST OF 18-INCH PINE TREE. MARK SET ATOP ALUM. ROD
 BT2248'DRIVEN TO REFUSAL IN CAST IRON VALVE BOX WITH LID, ACTUAL MARK ABOUT
 BT2248'1 FT (0.30 M) BELOW GROUND.
 BT2248
 BT2248                          STATION RECOVERY (1989)
 BT2248
 BT2248'RECOVERED 1989
 BT2248'RECOVERED IN GOOD CONDITION.
 BT2248
 BT2248                          STATION RECOVERY (1990)
 BT2248
 BT2248'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2248'RECOVERED IN GOOD CONDITION.
 BT2248
 BT2248                          STATION RECOVERY (1990)
 BT2248
 BT2248'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2248'RECOVERED IN GOOD CONDITION.
 BT2248
 BT2248                          STATION RECOVERY (1990)
 BT2248
 BT2248'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2248'STATION LOCATED IN WESTERN DOUGHERTY COUNTY, 1.80 MI (2.90 KM) SOUTH
 BT2248'ON MUD CREEK ROAD FROM ITS JUNCTION WITH GILLIONVILLE ROAD---STATE
 BT2248'HIGHWAY 234---ON LEFT, 11.7 FT (3.6 M) EAST OF C/L MUD CREEK ROAD,
 BT2248'OPPOSITE A BOARD FENCE, 133.3 FT (40.6 M) SOUTHEAST AND ACROSS ROAD
 BT2248'FROM 60-INCH OAK TREE, 41.8 FT (12.7 M) SOUTHWEST OF 18-INCH PINE
 BT2248'TREE, SET ATOP ALUMINUM ROD DRIVEN TO REFUSAL IN CAST IRON VALVE BOX
 BT2248'WITH LID, 1 FT (0.3 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0226 ***********************************************************************
 CK0226  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0226  DESIGNATION -  100 HC
 CK0226  PID         -  CK0226
 CK0226  STATE/COUNTY-  GA/CHATHAM
 CK0226  USGS QUAD   -  SAVANNAH (1978)
 CK0226
 CK0226                         *CURRENT SURVEY CONTROL
 CK0226  ___________________________________________________________________
 CK0226* NAD 83(1986)-  32 04 52.     (N)    081 05 24.     (W)     SCALED    
 CK0226* NAVD 88     -        12.726  (meters)      41.75   (feet)  ADJUSTED  
 CK0226  ___________________________________________________________________
 CK0226  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CK0226  DYNAMIC HT  -          12.711 (meters)      41.70  (feet)  COMP
 CK0226  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 CK0226
 CK0226  VERT ORDER  -  FIRST     CLASS I
 CK0226
 CK0226.The horizontal coordinates were scaled from a topographic map and have
 CK0226.an estimated accuracy of +/- 6 seconds.
 CK0226
 CK0226.The orthometric height was determined by differential leveling
 CK0226.and adjusted by the National Geodetic Survey in May 1994..
 CK0226
 CK0226.This Tidal Bench Mark is designated as VM 4728
 CK0226.by the Center for Operational Oceanographic Products and Services.
 CK0226
 CK0226.The geoid height was determined by GEOID03.
 CK0226
 CK0226.The dynamic height is computed by dividing the NAVD 88
 CK0226.geopotential number by the normal gravity value computed on the
 CK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0226.degrees latitude (g = 980.6199 gals.).
 CK0226
 CK0226.The modeled gravity was interpolated from observed gravity values.
 CK0226
 CK0226;                    North         East    Units  Estimated Accuracy
 CK0226;SPC GA E     -   231,220.      301,640.      MT  (+/- 180 meters Scaled)
 CK0226
 CK0226                          SUPERSEDED SURVEY CONTROL
 CK0226
 CK0226  NAVD 88 (06/15/91)   12.734  (m)           41.78   (f) UNKNOWN     1 1
 CK0226  NGVD 29 (09/01/92)   13.005  (m)           42.67   (f) ADJUSTED    1 1
 CK0226
 CK0226.Superseded values are not recommended for survey control.
 CK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0226.See file dsdata.txt to determine how the superseded data were derived.
 CK0226
 CK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR915494(NAD 83)
 CK0226_MARKER: DD = SURVEY DISK
 CK0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0226_SP_SET: CONCRETE POST
 CK0226_STAMPING: 100 HC
 CK0226_MARK LOGO: GAGS  
 CK0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0226+STABILITY: SURFACE MOTION
 CK0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0226+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 CK0226
 CK0226  HISTORY     - Date     Condition        Report By
 CK0226  HISTORY     - UNK      MONUMENTED       GAGS
 CK0226  HISTORY     - 1955     GOOD             NGS
 CK0226  HISTORY     - 1989     GOOD             USPSQD
 CK0226  HISTORY     - 19910226 GOOD             NGS
 CK0226  HISTORY     - 20040505 MARK NOT FOUND   GEOCAC
 CK0226  HISTORY     - 20040911 MARK NOT FOUND   USPSQD
 CK0226
 CK0226                          STATION DESCRIPTION
 CK0226
 CK0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0226'AT SAVANNAH.
 CK0226'AT SAVANNAH, AT THE JUNCTION OF BULL STREET AND BAY STREET, 1.1
 CK0226'FEET NORTH OF NORTH CURB OF BAY STREET, ABOUT 10 FEET EAST OF
 CK0226'THE EXTENDED CENTER LINE OF BULL STREET, IN FRONT OF THE CITY HALL
 CK0226'BUILDING, 38 FEET WEST-SOUTHWEST OF SOUTHEAST CORNER OF CITY HALL
 CK0226'BUILDING, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CK0226'WITH CONCRETE SIDE WALK IN FRONT OF CITY HALL.
 CK0226
 CK0226                          STATION RECOVERY (1989)
 CK0226
 CK0226'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0226'RECOVERED IN GOOD CONDITION.
 CK0226
 CK0226                          STATION RECOVERY (1991)
 CK0226
 CK0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0226'IN SAVANNAH, AT THE INTERSECTION OF BAY AND BULL STREETS, 11.5 M
 CK0226'(37.7 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SAVANNAH CITY
 CK0226'HALL, 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF BAY STREET, 3.5 M
 CK0226'(11.5 FT) SOUTH OF THE SOUTH FACE OF THE EASTERN MOST LEG OF AN ARCH
 CK0226'AT THE ENTRANCE TO THE BUILDING, 3.4 M (11.2 FT) EAST OF THE EXTENDED
 CK0226'CENTERLINE OF BULL STREET, 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 CK0226'STREETS, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 CK0226
 CK0226                          STATION RECOVERY (2004)
 CK0226
 CK0226'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK0226'MARK DESTROYED DURING RENOVATIONS OF CITY HALL IN 1996 IN PREPARATION
 CK0226'FOR 1996 OLYMPICS. MAB
 CK0226
 CK0226                          STATION RECOVERY (2004)
 CK0226
 CK0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0226'THERE IS NEW STONE PAVING IN THE AREA DESCRIBED.  PRESUME LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1220 ***********************************************************************
 BS1220  DESIGNATION -  100 WLC USGS
 BS1220  PID         -  BS1220
 BS1220  STATE/COUNTY-  GA/BERRIEN
 BS1220  USGS QUAD   -  NASHVILLE WEST (1973)
 BS1220
 BS1220                         *CURRENT SURVEY CONTROL
 BS1220  ___________________________________________________________________
 BS1220* NAD 83(1986)-  31 14 58.     (N)    083 19 12.     (W)     SCALED    
 BS1220* NAVD 88     -        68.182  (meters)     223.69   (feet)  ADJUSTED  
 BS1220  ___________________________________________________________________
 BS1220  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BS1220  DYNAMIC HT  -          68.099 (meters)     223.42  (feet)  COMP
 BS1220  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BS1220
 BS1220  VERT ORDER  -  SECOND    CLASS 0
 BS1220
 BS1220.The horizontal coordinates were scaled from a topographic map and have
 BS1220.an estimated accuracy of +/- 6 seconds.
 BS1220
 BS1220.The orthometric height was determined by differential leveling
 BS1220.and adjusted by the National Geodetic Survey in June 1991..
 BS1220
 BS1220.The geoid height was determined by GEOID03.
 BS1220
 BS1220.The dynamic height is computed by dividing the NAVD 88
 BS1220.geopotential number by the normal gravity value computed on the
 BS1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1220.degrees latitude (g = 980.6199 gals.).
 BS1220
 BS1220.The modeled gravity was interpolated from observed gravity values.
 BS1220
 BS1220;                    North         East    Units  Estimated Accuracy
 BS1220;SPC GA W     -   138,810.      780,640.      MT  (+/- 180 meters Scaled)
 BS1220
 BS1220                          SUPERSEDED SURVEY CONTROL
 BS1220
 BS1220  NGVD 29 (??/??/92)   68.39   (m)          224.4    (f) COMPUTED    2 0
 BS1220
 BS1220.Superseded values are not recommended for survey control.
 BS1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1220.See file dsdata.txt to determine how the superseded data were derived.
 BS1220
 BS1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ790595(NAD 83)
 BS1220_MARKER: DD = SURVEY DISK
 BS1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1220_SP_SET: CULVERT
 BS1220_STAMPING: 100 WLC 1972
 BS1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1220
 BS1220  HISTORY     - Date     Condition        Report By
 BS1220  HISTORY     - 1972     MONUMENTED       USGS
 BS1220  HISTORY     - 1973     GOOD             NGS
 BS1220
 BS1220                          STATION DESCRIPTION
 BS1220
 BS1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1220'5.45 MI NW FROM NASHVILLE.
 BS1220'ABOUT 5.45 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1220'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1220'125 AND 76 AT NASHVILLE, 124 FEET NORTH OF THE CENTER OF A JUNCTION OF
 BS1220'THE HIGHWAY AND COUNTY ROAD 117 LEADING EAST, 15 1/2 FEET EAST OF THE
 BS1220'CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 1.0 FOOT NORTH OF THE
 BS1220'SOUTH END OF THE EAST CONCRETE HEADWALL FOR A CONCRETE CULVERT, ABOUT
 BS1220'1 FOOT BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6813 ***********************************************************************
 AI6813  DESIGNATION -  1001
 AI6813  PID         -  AI6813
 AI6813  STATE/COUNTY-  GA/DE KALB
 AI6813  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6813
 AI6813                         *CURRENT SURVEY CONTROL
 AI6813  ___________________________________________________________________
 AI6813* NAD 83(1994)-  33 39 23.98283(N)    084 20 21.28489(W)     ADJUSTED  
 AI6813* NAVD 88     -       277.4    (meters)     910.     (feet)  GPS OBS   
 AI6813  ___________________________________________________________________
 AI6813  X           -     524,228.762 (meters)                     COMP
 AI6813  Y           -  -5,288,748.003 (meters)                     COMP
 AI6813  Z           -   3,514,948.300 (meters)                     COMP
 AI6813  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AI6813  ELLIP HEIGHT-         247.99  (meters)          (08/02/00) GPS OBS
 AI6813  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AI6813
 AI6813  HORZ ORDER  -  FIRST
 AI6813  ELLP ORDER  -  THIRD     CLASS II
 AI6813
 AI6813.The horizontal coordinates were established by GPS observations
 AI6813.and adjusted by the National Geodetic Survey in August 2000..
 AI6813
 AI6813.The orthometric height was determined by GPS observations and a
 AI6813.high-resolution geoid model.
 AI6813
 AI6813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6813
 AI6813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6813
 AI6813.The ellipsoidal height was determined by GPS observations
 AI6813.and is referenced to NAD 83.
 AI6813
 AI6813.The geoid height was determined by GEOID03.
 AI6813
 AI6813;                    North         East     Units Scale Factor Converg.
 AI6813;SPC GA W     -   405,438.039   683,994.046   MT  0.99990316   -0 05 44.3
 AI6813;SPC GA W     - 1,330,174.63  2,244,070.47   sFT  0.99990316   -0 05 44.3
 AI6813;UTM  16      - 3,727,264.875   746,733.510   MT  1.00035058   +1 28 31.3
 AI6813
 AI6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6813!SPC GA W     -   0.99996107  x   0.99990316  =   0.99986423
 AI6813!UTM  16      -   0.99996107  x   1.00035058  =   1.00031164
 AI6813
 AI6813                          SUPERSEDED SURVEY CONTROL
 AI6813
 AI6813.No superseded survey control is available for this station.
 AI6813
 AI6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4673427265(NAD 83)
 AI6813_MARKER: DD = SURVEY DISK
 AI6813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6813_STAMPING: 1001
 AI6813_MARK LOGO: GA-089
 AI6813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6813+STABILITY: SURFACE MOTION
 AI6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6813+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 AI6813
 AI6813  HISTORY     - Date     Condition        Report By
 AI6813  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6813  HISTORY     - 20050308 GOOD             GADT
 AI6813
 AI6813                          STATION DESCRIPTION
 AI6813
 AI6813'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6813'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, CITY OF
 AI6813'HENRICO, JUST EAST OF THE FULTON-DEKALB COUNTY LINE, SOUTHWEST OF THE
 AI6813'JUNCTION OF INTERSTATES 285 WITH 675.
 AI6813'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6813'HIGHWAY 407 WITH US HIGHWAY 23 AND STATE HIGHWAY 42 (MORELAND AVENUE)
 AI6813'GO SOUTH ON HIGHWAYS 23 AND 42 (MORELAND AVENUE) 0.45 MI (0.72 KM) TO
 AI6813'STATE HIGHWAY 160 (THURMAN DRIVE) ON THE RIGHT, VEER RIGHT AND GO
 AI6813'SOUTHWEST 0.20 MI (0.32 KM) TO CEDAR GROVE ROAD ON THE LEFT, CONTINUE
 AI6813'SOUTHWEST 0.1 MI (0.2 KM) ON HIGHWAY 160 (THURMAN DRIVE) TO THE --TA--
 AI6813'TRUCK CENTER AND THE STATION ON THE RIGHT.
 AI6813'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6813'SURVEY DISK STAMPED --1001-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6813'DIAMETER 4 FT (1.2 M) DEEP CONCRETE POST.  THE STATION IS, 176.6 FT
 AI6813'(53.8 M) SOUTH-SOUTHWEST OF THE ENTRANCE SIGN FOR THE TRUCK CENTER,
 AI6813'89.0 FT (27.1 M) SOUTHWEST OF A UTILITY POLE, 61.5 FT (18.7 M)
 AI6813'SOUTHEAST OF A LIGHT POLE, AND 55.0 FT (16.8 M) EAST-SOUTHEAST OF THE
 AI6813'BACK-OF-CURB OF THE TRUCK CENTER PARKING LOT.
 AI6813
 AI6813                          STATION RECOVERY (2005)
 AI6813
 AI6813'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 AI6813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6814 ***********************************************************************
 AI6814  DESIGNATION -  1002
 AI6814  PID         -  AI6814
 AI6814  STATE/COUNTY-  GA/DE KALB
 AI6814  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6814
 AI6814                         *CURRENT SURVEY CONTROL
 AI6814  ___________________________________________________________________
 AI6814* NAD 83(1994)-  33 39 39.61088(N)    084 18 11.80670(W)     ADJUSTED  
 AI6814* NAVD 88     -       257.9    (meters)     846.     (feet)  GPS OBS   
 AI6814  ___________________________________________________________________
 AI6814  X           -     527,520.450 (meters)                     COMP
 AI6814  Y           -  -5,288,136.159 (meters)                     COMP
 AI6814  Z           -   3,515,338.275 (meters)                     COMP
 AI6814  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AI6814  ELLIP HEIGHT-         228.47  (meters)          (08/02/00) GPS OBS
 AI6814  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI6814
 AI6814  HORZ ORDER  -  FIRST
 AI6814  ELLP ORDER  -  THIRD     CLASS II
 AI6814
 AI6814.The horizontal coordinates were established by GPS observations
 AI6814.and adjusted by the National Geodetic Survey in August 2000..
 AI6814
 AI6814.The orthometric height was determined by GPS observations and a
 AI6814.high-resolution geoid model.
 AI6814
 AI6814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6814
 AI6814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6814
 AI6814.The ellipsoidal height was determined by GPS observations
 AI6814.and is referenced to NAD 83.
 AI6814
 AI6814.The geoid height was determined by GEOID03.
 AI6814
 AI6814;                    North         East     Units Scale Factor Converg.
 AI6814;SPC GA W     -   405,914.504   687,330.388   MT  0.99990198   -0 04 32.6
 AI6814;SPC GA W     - 1,331,737.84  2,255,016.45   sFT  0.99990198   -0 04 32.6
 AI6814;UTM  16      - 3,727,832.897   750,057.056   MT  1.00037093   +1 29 43.8
 AI6814
 AI6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6814!SPC GA W     -   0.99996413  x   0.99990198  =   0.99986612
 AI6814!UTM  16      -   0.99996413  x   1.00037093  =   1.00033505
 AI6814
 AI6814                          SUPERSEDED SURVEY CONTROL
 AI6814
 AI6814.No superseded survey control is available for this station.
 AI6814
 AI6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5005727833(NAD 83)
 AI6814_MARKER: DD = SURVEY DISK
 AI6814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6814_STAMPING: 1002
 AI6814_MARK LOGO: GA-089
 AI6814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6814+STABILITY: SURFACE MOTION
 AI6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6814+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6814
 AI6814  HISTORY     - Date     Condition        Report By
 AI6814  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6814
 AI6814                          STATION DESCRIPTION
 AI6814
 AI6814'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6814'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, CITY OF
 AI6814'CEDAR GROVE, JUST NORTH OF THE CLAYTON-DEKALB COUNTY LINE, SOUTHEAST
 AI6814'OF THE JUNCTION OF INTERSTATES 285 WITH 675.
 AI6814'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE
 AI6814'HIGHWAY 42 (MORELAND AVENUE) WITH STATE HIGHWAY 160 (THURMAN DRIVE) GO
 AI6814'SOUTH ON HIGHWAYS 23 AND 42 (MORELAND AVENUE) 0.60 MI (0.97 KM) TO THE
 AI6814'JUNCTION OF CEDAR GROVE ROAD, TURN LEFT AND GO EAST 2.05 MI (3.30 KM)
 AI6814'ON CEDAR GROVE ROAD TO THE JUNCTION OF BOULDERCREST ROAD, TURN LEFT
 AI6814'AND GO NORTH 0.10 MI (0.16 KM) ON BOULDERCREST ROAD TO THE STATION ON
 AI6814'THE RIGHT.
 AI6814'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6814'SURVEY DISK STAMPED --1002-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6814'DIAMETER 4 FT (1.2 M) DEEP CONCRETE POST.  THE STATION IS, 166.0 FT
 AI6814'(50.6 M) SOUTH-SOUTHEAST OF A UTILITY POLE, 75.7 FT (23.1 M) NORTH OF
 AI6814'A UTILITY POLE, 48.5 FT (14.8 M) NORTHEAST OF A MANHOLE, AND 40.2 FT
 AI6814'(12.3 M) EAST OF THE EDGE-OF-PAVEMENT OF BOULDER CREST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6815 ***********************************************************************
 AI6815  DESIGNATION -  1003
 AI6815  PID         -  AI6815
 AI6815  STATE/COUNTY-  GA/DE KALB
 AI6815  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6815
 AI6815                         *CURRENT SURVEY CONTROL
 AI6815  ___________________________________________________________________
 AI6815* NAD 83(1994)-  33 39 22.89714(N)    084 17 23.42988(W)     ADJUSTED  
 AI6815* NAVD 88     -       240.8    (meters)     790.     (feet)  GPS OBS   
 AI6815  ___________________________________________________________________
 AI6815  X           -     528,787.692 (meters)                     COMP
 AI6815  Y           -  -5,288,282.213 (meters)                     COMP
 AI6815  Z           -   3,514,900.216 (meters)                     COMP
 AI6815  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AI6815  ELLIP HEIGHT-         211.47  (meters)          (08/02/00) GPS OBS
 AI6815  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI6815
 AI6815  HORZ ORDER  -  FIRST
 AI6815  ELLP ORDER  -  THIRD     CLASS II
 AI6815
 AI6815.The horizontal coordinates were established by GPS observations
 AI6815.and adjusted by the National Geodetic Survey in August 2000..
 AI6815
 AI6815.The orthometric height was determined by GPS observations and a
 AI6815.high-resolution geoid model.
 AI6815
 AI6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6815
 AI6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6815
 AI6815.The ellipsoidal height was determined by GPS observations
 AI6815.and is referenced to NAD 83.
 AI6815
 AI6815.The geoid height was determined by GEOID03.
 AI6815
 AI6815;                    North         East     Units Scale Factor Converg.
 AI6815;SPC GA W     -   405,398.038   688,576.028   MT  0.99990161   -0 04 05.8
 AI6815;SPC GA W     - 1,330,043.40  2,259,103.19   sFT  0.99990161   -0 04 05.8
 AI6815;UTM  16      - 3,727,350.550   751,316.984   MT  1.00037872   +1 30 10.0
 AI6815
 AI6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6815!SPC GA W     -   0.99996680  x   0.99990161  =   0.99986842
 AI6815!UTM  16      -   0.99996680  x   1.00037872  =   1.00034551
 AI6815
 AI6815                          SUPERSEDED SURVEY CONTROL
 AI6815
 AI6815.No superseded survey control is available for this station.
 AI6815
 AI6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5131727351(NAD 83)
 AI6815_MARKER: DD = SURVEY DISK
 AI6815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6815_STAMPING: 1003
 AI6815_MARK LOGO: GA-089
 AI6815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6815+STABILITY: SURFACE MOTION
 AI6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6815+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6815
 AI6815  HISTORY     - Date     Condition        Report By
 AI6815  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6815
 AI6815                          STATION DESCRIPTION
 AI6815
 AI6815'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6815'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, CITY OF
 AI6815'CEDAR GROVE, JUST NORTH OF THE CLAYTON-DEKALB COUNTY LINE, SOUTHEAST
 AI6815'OF THE JUNCTION OF INTERSTATES 285 WITH 675.
 AI6815'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE
 AI6815'HIGHWAY 42 (MORELAND AVENUE) WITH STATE HIGHWAY 160 (THURMAN DRIVE) GO
 AI6815'SOUTH ON HIGHWAYS 23 AND 42 (MORELAND AVENUE) 0.30 MI (0.48 KM) TO THE
 AI6815'JUNCTION OF CEDAR GROVE ROAD, TURN LEFT AND GO EAST 2.05 MI (3.30 KM)
 AI6815'ON CEDAR GROVE ROAD TO THE JUNCTION OF BOULDERCREST DRIVE, TURN RIGHT
 AI6815'AND GO EAST ON BOULDERCREST DRIVE FOR 0.7 MI (1.1 KM) TO BOULDERCREST
 AI6815'PARK ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON BOULDERCREST PARK
 AI6815'ROAD TO THE PARKING AREA FOR THE BOULDERCREST PARK AND THE STATION ON
 AI6815'THE RIGHT.
 AI6815'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6815'SURVEY DISK STAMPED --1003-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6815'DIAMETER CONCRETE POST.  THE STATION IS, 115.4 FT (35.2 M) NORTHEAST
 AI6815'OF THE WESTERLY MOST CORNER OF THE GAZEBO, 92.5 FT (28.2 M) NORTH OF A
 AI6815'POST FOR BASKETBALL HOOP AND BACK BOARD, AND 41.9 FT (12.8 M)
 AI6815'SOUTHEAST OF THE EAST TENNIS COURT FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6816 ***********************************************************************
 AI6816  DESIGNATION -  1004
 AI6816  PID         -  AI6816
 AI6816  STATE/COUNTY-  GA/DE KALB
 AI6816  USGS QUAD   -  REDAN (1983)
 AI6816
 AI6816                         *CURRENT SURVEY CONTROL
 AI6816  ___________________________________________________________________
 AI6816* NAD 83(1994)-  33 38 22.48622(N)    084 13 56.33668(W)     ADJUSTED  
 AI6816* NAVD 88     -       252.1    (meters)     827.     (feet)  GPS OBS   
 AI6816  ___________________________________________________________________
 AI6816  X           -     534,201.532 (meters)                     COMP
 AI6816  Y           -  -5,288,784.088 (meters)                     COMP
 AI6816  Z           -   3,513,356.986 (meters)                     COMP
 AI6816  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AI6816  ELLIP HEIGHT-         222.74  (meters)          (08/02/00) GPS OBS
 AI6816  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AI6816
 AI6816  HORZ ORDER  -  FIRST
 AI6816  ELLP ORDER  -  THIRD     CLASS II
 AI6816
 AI6816.The horizontal coordinates were established by GPS observations
 AI6816.and adjusted by the National Geodetic Survey in August 2000..
 AI6816
 AI6816.The orthometric height was determined by GPS observations and a
 AI6816.high-resolution geoid model.
 AI6816
 AI6816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6816
 AI6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6816
 AI6816.The ellipsoidal height was determined by GPS observations
 AI6816.and is referenced to NAD 83.
 AI6816
 AI6816.The geoid height was determined by GEOID03.
 AI6816
 AI6816;                    North         East     Units Scale Factor Converg.
 AI6816;SPC GA W     -   403,532.090   693,910.138   MT  0.99990046   -0 02 10.9
 AI6816;SPC GA W     - 1,323,921.53  2,276,603.51   sFT  0.99990046   -0 02 10.9
 AI6816;UTM  16      - 3,725,630.666   756,702.899   MT  1.00041247   +1 32 02.6
 AI6816
 AI6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6816!SPC GA W     -   0.99996503  x   0.99990046  =   0.99986550
 AI6816!UTM  16      -   0.99996503  x   1.00041247  =   1.00037749
 AI6816
 AI6816                          SUPERSEDED SURVEY CONTROL
 AI6816
 AI6816.No superseded survey control is available for this station.
 AI6816
 AI6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5670325631(NAD 83)
 AI6816_MARKER: DD = SURVEY DISK
 AI6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6816_STAMPING: 1004
 AI6816_MARK LOGO: GA-089
 AI6816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6816+STABILITY: SURFACE MOTION
 AI6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6816+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6816
 AI6816  HISTORY     - Date     Condition        Report By
 AI6816  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6816
 AI6816                          STATION DESCRIPTION
 AI6816
 AI6816'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6816'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, JUST
 AI6816'NORTH OF THE HENRY-DEKALB COUNTY LINE, SOUTH OF THE JUNCTION OF
 AI6816'INTERSTATES 20 WITH 285.
 AI6816'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6816'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO SOUTH
 AI6816'2.25 MI (3.62 KM) ON HIGHWAY 155 (SNAPFINGER ROAD) TO RIVER ROAD ON
 AI6816'THE RIGHT, TURN RIGHT AND GO WEST 2.65 MI (4.26 KM) ON RIVER ROAD TO
 AI6816'FLAKES MILL ROAD, TURN LEFT AND GO SOUTH 1.30 MI (2.09 KM) ON FLAKES
 AI6816'MILL ROAD TO THE STATION ON THE LEFT.
 AI6816'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6816'SURVEY DISK STAMPED --1004-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6816'DIAMETER CONCRETE POST.  THE STATION IS, 118.0 FT (36.0 M) NORTHEAST
 AI6816'OF THE EDGE-OF-PAVEMENT OF AMSLER ROAD, 116.8 FT (35.6 M)
 AI6816'NORTH-NORTHEAST OF A FIRE HYDRANT, 77.1 FT (23.5 M) EAST OF A SPEED
 AI6816'LIMIT TRAFFIC SIGN, 72.7 FT (22.2 M) SOUTHEAST OF THE EDGE-OF-PAVEMENT
 AI6816'OF FLAKES MILL ROAD, AND 66.2 FT (20.2 M) NORTHEAST OF A TELEPHONE
 AI6816'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6817 ***********************************************************************
 AI6817  DESIGNATION -  1005
 AI6817  PID         -  AI6817
 AI6817  STATE/COUNTY-  GA/DE KALB
 AI6817  USGS QUAD   -  REDAN (1983)
 AI6817
 AI6817                         *CURRENT SURVEY CONTROL
 AI6817  ___________________________________________________________________
 AI6817* NAD 83(1994)-  33 39 58.91952(N)    084 13 31.76980(W)     ADJUSTED  
 AI6817* NAVD 88     -       232.5    (meters)     763.     (feet)  GPS OBS   
 AI6817  ___________________________________________________________________
 AI6817  X           -     534,664.138 (meters)                     COMP
 AI6817  Y           -  -5,287,066.025 (meters)                     COMP
 AI6817  Z           -   3,515,819.396 (meters)                     COMP
 AI6817  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AI6817  ELLIP HEIGHT-         203.15  (meters)          (08/02/00) GPS OBS
 AI6817  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AI6817
 AI6817  HORZ ORDER  -  FIRST
 AI6817  ELLP ORDER  -  THIRD     CLASS II
 AI6817
 AI6817.The horizontal coordinates were established by GPS observations
 AI6817.and adjusted by the National Geodetic Survey in August 2000..
 AI6817
 AI6817.The orthometric height was determined by GPS observations and a
 AI6817.high-resolution geoid model.
 AI6817
 AI6817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6817
 AI6817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6817
 AI6817.The ellipsoidal height was determined by GPS observations
 AI6817.and is referenced to NAD 83.
 AI6817
 AI6817.The geoid height was determined by GEOID03.
 AI6817
 AI6817;                    North         East     Units Scale Factor Converg.
 AI6817;SPC GA W     -   406,502.526   694,544.861   MT  0.99990037   -0 01 57.4
 AI6817;SPC GA W     - 1,333,667.04  2,278,685.93   sFT  0.99990037   -0 01 57.4
 AI6817;UTM  16      - 3,728,618.921   757,256.234   MT  1.00041597   +1 32 20.1
 AI6817
 AI6817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6817!SPC GA W     -   0.99996811  x   0.99990037  =   0.99986848
 AI6817!UTM  16      -   0.99996811  x   1.00041597  =   1.00038407
 AI6817
 AI6817                          SUPERSEDED SURVEY CONTROL
 AI6817
 AI6817.No superseded survey control is available for this station.
 AI6817
 AI6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5725628619(NAD 83)
 AI6817_MARKER: DD = SURVEY DISK
 AI6817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6817_STAMPING: 1005
 AI6817_MARK LOGO: GA-089
 AI6817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6817+STABILITY: SURFACE MOTION
 AI6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6817+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6817
 AI6817  HISTORY     - Date     Condition        Report By
 AI6817  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6817
 AI6817                          STATION DESCRIPTION
 AI6817
 AI6817'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6817'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6817'COMMUNITY OF SNAPFINGER, SOUTH OF THE JUNCTION OF INTERSTATES 20 WITH
 AI6817'285.  OWNERSHIP--NARVIE HARRIS ELEMENTARY SCHOOL.
 AI6817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6817'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO SOUTH
 AI6817'2.25 MI (3.62 KM) ON HIGHWAY 155 (SNAPFINGER ROAD) TO RIVER ROAD ON
 AI6817'THE RIGHT, TURN RIGHT AND GO WEST 2.65 MI (4.26 KM) ON RIVER ROAD TO
 AI6817'FLAKES MILL ROAD, TURN RIGHT AND GO NORTH 0.9 MI (1.4 KM) ON FLAKES
 AI6817'MILL ROAD TO THE FIRST ENTRANCE TO NARVIE HARRIS ELEMENTARY SCHOOL ON
 AI6817'THE LEFT, TURN LEFT AND GO WEST 0.05 MI (0.08 KM) TO THE STATION ON
 AI6817'THE RIGHT.
 AI6817'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6817'SURVEY DISK STAMPED --1004-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6817'DIAMETER CONCRETE POST.  THE STATION IS, 90.0 FT (27.4 M) NORTHWEST OF
 AI6817'A LIGHT POLE, 71.7 FT (21.9 M) SOUTHWEST OF A LIGHT POLE, 38.1 FT
 AI6817'(11.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL, 36.0 FT (11.0 M)
 AI6817'EAST OF THE EAST FACE OF SCHOOL BUILDING, AND 9.7 FT (3.0 M) WEST OF
 AI6817'THE BACK-OF-CURB OF ENTRANCE ROAD TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6818 ***********************************************************************
 AI6818  DESIGNATION -  1006
 AI6818  PID         -  AI6818
 AI6818  STATE/COUNTY-  GA/DE KALB
 AI6818  USGS QUAD   -  REDAN (1983)
 AI6818
 AI6818                         *CURRENT SURVEY CONTROL
 AI6818  ___________________________________________________________________
 AI6818* NAD 83(1994)-  33 39 34.97633(N)    084 10 49.42973(W)     ADJUSTED  
 AI6818* NAVD 88     -       235.3    (meters)     772.     (feet)  GPS OBS   
 AI6818  ___________________________________________________________________
 AI6818  X           -     538,866.842 (meters)                     COMP
 AI6818  Y           -  -5,287,052.730 (meters)                     COMP
 AI6818  Z           -   3,515,206.949 (meters)                     COMP
 AI6818  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AI6818  ELLIP HEIGHT-         205.97  (meters)          (08/02/00) GPS OBS
 AI6818  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AI6818
 AI6818  HORZ ORDER  -  FIRST
 AI6818  ELLP ORDER  -  THIRD     CLASS II
 AI6818
 AI6818.The horizontal coordinates were established by GPS observations
 AI6818.and adjusted by the National Geodetic Survey in August 2000..
 AI6818
 AI6818.The orthometric height was determined by GPS observations and a
 AI6818.high-resolution geoid model.
 AI6818
 AI6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6818
 AI6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6818
 AI6818.The ellipsoidal height was determined by GPS observations
 AI6818.and is referenced to NAD 83.
 AI6818
 AI6818.The geoid height was determined by GEOID03.
 AI6818
 AI6818;                    North         East     Units Scale Factor Converg.
 AI6818;SPC GA W     -   405,763.440   698,726.604   MT  0.99990002   -0 00 27.4
 AI6818;SPC GA W     - 1,331,242.22  2,292,405.53   sFT  0.99990002   -0 00 27.4
 AI6818;UTM  16      - 3,727,994.458   761,458.895   MT  1.00044285   +1 33 49.2
 AI6818
 AI6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6818!SPC GA W     -   0.99996767  x   0.99990002  =   0.99986769
 AI6818!UTM  16      -   0.99996767  x   1.00044285  =   1.00041050
 AI6818
 AI6818                          SUPERSEDED SURVEY CONTROL
 AI6818
 AI6818.No superseded survey control is available for this station.
 AI6818
 AI6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6145927994(NAD 83)
 AI6818_MARKER: DD = SURVEY DISK
 AI6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6818_STAMPING: 1006
 AI6818_MARK LOGO: GA-089
 AI6818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6818+STABILITY: SURFACE MOTION
 AI6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6818+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6818
 AI6818  HISTORY     - Date     Condition        Report By
 AI6818  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6818
 AI6818                          STATION DESCRIPTION
 AI6818
 AI6818'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6818'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6818'COMMUNITY OF PANOLA, SOUTHEAST OF THE JUNCTION OF INTERSTATES 20 WITH
 AI6818'285.
 AI6818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6818'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO SOUTH
 AI6818'1.90 MI (3.06 KM) ON HIGHWAY 155 (SNAPFINGER ROAD) TO PANOLA ROAD ON
 AI6818'THE LEFT, TURN LEFT AND GO EAST 0.55 MI (0.89 KM) ON PANOLA ROAD TO
 AI6818'THE STATION ON THE RIGHT.
 AI6818'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6818'SURVEY DISK STAMPED --1006-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6818'DIAMETER CONCRETE POST.  THE STATION IS, 142.8 FT (43.5 M)
 AI6818'NORTH-NORTHEAST OF -LIMITED SIGHT DISTANCE-TRAFFIC SIGN, 102.0 FT
 AI6818'(31.1 M) SOUTH OF A LARGE TREE, 72.0 FT (21.9 M) EAST OF POST FOR
 AI6818'MAILBOX 4201, 35.0 FT (10.7 M) EAST OF EDGE-OF-PAVEMENT OF PANOLA
 AI6818'ROAD, AND 13.0 FT (4.0 M) EAST OF WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0239 ***********************************************************************
 EE0239  DESIGNATION -  1006.0
 EE0239  PID         -  EE0239
 EE0239  STATE/COUNTY-  GA/CHEROKEE
 EE0239  USGS QUAD   -  SOUTH CANTON (1997)
 EE0239
 EE0239                         *CURRENT SURVEY CONTROL
 EE0239  ___________________________________________________________________
 EE0239* NAD 83(1986)-  34 08 37.     (N)    084 30 34.     (W)     SCALED    
 EE0239* NAVD 88     -       306.552  (meters)    1005.75   (feet)  ADJUSTED  
 EE0239  ___________________________________________________________________
 EE0239  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0239  DYNAMIC HT  -         306.221 (meters)    1004.66  (feet)  COMP
 EE0239  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 EE0239
 EE0239  VERT ORDER  -  SECOND    CLASS 0
 EE0239
 EE0239.The horizontal coordinates were scaled from a topographic map and have
 EE0239.an estimated accuracy of +/- 6 seconds.
 EE0239
 EE0239.The orthometric height was determined by differential leveling
 EE0239.and adjusted by the National Geodetic Survey in June 1991..
 EE0239
 EE0239.The geoid height was determined by GEOID03.
 EE0239
 EE0239.The dynamic height is computed by dividing the NAVD 88
 EE0239.geopotential number by the normal gravity value computed on the
 EE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0239.degrees latitude (g = 980.6199 gals.).
 EE0239
 EE0239.The modeled gravity was interpolated from observed gravity values.
 EE0239
 EE0239;                    North         East    Units  Estimated Accuracy
 EE0239;SPC GA W     -   459,490.      668,390.      MT  (+/- 180 meters Scaled)
 EE0239
 EE0239                          SUPERSEDED SURVEY CONTROL
 EE0239
 EE0239  NGVD 29 (??/??/92)  306.514  (m)         1005.62   (f) ADJ UNCH    2 0
 EE0239
 EE0239.Superseded values are not recommended for survey control.
 EE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0239.See file dsdata.txt to determine how the superseded data were derived.
 EE0239
 EE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC296808(NAD 83)
 EE0239_MARKER: DD = SURVEY DISK
 EE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0239_SP_SET: MARBLE POST
 EE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0239+STABILITY: SURFACE MOTION
 EE0239
 EE0239  HISTORY     - Date     Condition        Report By
 EE0239  HISTORY     - UNK      MONUMENTED       USGS
 EE0239  HISTORY     - 1972     GOOD             NGS
 EE0239  HISTORY     - 1972     GOOD             USGS
 EE0239  HISTORY     - 20051218 POOR             LOCENG
 EE0239
 EE0239                          STATION DESCRIPTION
 EE0239
 EE0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0239'AT TOONIGH.
 EE0239'AT TOONIGH, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 188 YARDS
 EE0239'NORTH OF THE STATE HIGHWAY 5 OVERPASS FOR THE RAILROAD, 224 1/2
 EE0239'FEET SOUTHEAST OF MILEPOST 462, 82 1/2 FEET EAST OF THE EAST RAIL
 EE0239'OF THE MAIN TRACK, NEAR THE CENTER OF A MOWED PLOT OF GROUND
 EE0239'THAT WAS ONCE A GARDEN, 87 FEET NORTH OF THE NORTHEAST CORNER
 EE0239'OF A DWELLING HOUSE, 51.3 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 EE0239'OF THE CHAIN LINK FENCE AROUND THE PROPERTY OF THE WOODSTOCK
 EE0239'GAS AND COAL COMPANY, 20 1/2 FEET SOUTH OF THE CHAIN LINK FENCE, 80
 EE0239'FEET WEST OF THE CENTER OF THE JUNCTION OF A PAVED ROAD AND THE
 EE0239'MORE SOUTHEASTERLY OF THE TWO DRIVEWAYS INTO THE PRESSURIZED
 EE0239'GAS YARD OF THE GAS AND COAL COMPANY, ABOUT 3 FEET ABOVE THE TRACK,
 EE0239'A U.S. GEOLOGICAL SURVEY DISK IN THE TOP OF A MARBLE POST THAT
 EE0239'PROJECTS 4 INCHES.
 EE0239
 EE0239                          STATION RECOVERY (1972)
 EE0239
 EE0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EE0239'RECOVERED IN GOOD CONDITION.
 EE0239
 EE0239                          STATION RECOVERY (2005)
 EE0239
 EE0239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0239'RECOVERED IN POOR CONDITION. MARBLE SLAB IS FRAGMENTED AND CRUMBLING
 EE0239'DUE TO SIZABLE TREE GROWING DIRECTLY NORTH OF MARK. CENTER OF MARK IS
 EE0239'APPROX. 3 INCHEC FROM TREE, AND ABOUT 25 FEET SOUTH OF SOUDE SIDE OF
 EE0239'CHAIN-LINK FENCE. DISK IS STILL SET YET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0768 ***********************************************************************
 ED0768  DESIGNATION -  1007
 ED0768  PID         -  ED0768
 ED0768  STATE/COUNTY-  GA/RABUN
 ED0768  USGS QUAD   -  HIGHTOWER BALD (1988)
 ED0768
 ED0768                         *CURRENT SURVEY CONTROL
 ED0768  ___________________________________________________________________
 ED0768* NAD 83(1986)-  34 53 04.     (N)    083 34 34.     (W)     SCALED    
 ED0768* NAVD 88     -       771.461  (meters)    2531.03   (feet)  ADJUSTED  
 ED0768  ___________________________________________________________________
 ED0768  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 ED0768  DYNAMIC HT  -         770.626 (meters)    2528.30  (feet)  COMP
 ED0768  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 ED0768
 ED0768  VERT ORDER  -  SECOND    CLASS 0
 ED0768
 ED0768.The horizontal coordinates were scaled from a topographic map and have
 ED0768.an estimated accuracy of +/- 6 seconds.
 ED0768
 ED0768.The orthometric height was determined by differential leveling
 ED0768.and adjusted by the National Geodetic Survey in June 1991..
 ED0768
 ED0768.The geoid height was determined by GEOID03.
 ED0768
 ED0768.The dynamic height is computed by dividing the NAVD 88
 ED0768.geopotential number by the normal gravity value computed on the
 ED0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0768.degrees latitude (g = 980.6199 gals.).
 ED0768
 ED0768.The modeled gravity was interpolated from observed gravity values.
 ED0768
 ED0768;                    North         East    Units  Estimated Accuracy
 ED0768;SPC GA W     -   541,770.      753,980.      MT  (+/- 180 meters Scaled)
 ED0768
 ED0768                          SUPERSEDED SURVEY CONTROL
 ED0768
 ED0768  NGVD 29 (??/??/92)  771.458  (m)         2531.03   (f) ADJ UNCH    2 0
 ED0768
 ED0768.Superseded values are not recommended for survey control.
 ED0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0768.See file dsdata.txt to determine how the superseded data were derived.
 ED0768
 ED0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU645632(NAD 83)
 ED0768_MARKER: P = PIPE CAP
 ED0768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ED0768_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ED0768_STAMPING: 1007
 ED0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0768
 ED0768  HISTORY     - Date     Condition        Report By
 ED0768  HISTORY     - UNK      MONUMENTED       CGS
 ED0768  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0768
 ED0768                          STATION DESCRIPTION
 ED0768
 ED0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0768'13.1 MI W FROM CLAYTON.
 ED0768'THE DISCREPANCY IN THE DISTANCE GIVEN ABOVE IS ACCOUNTED FOR IN THE
 ED0768'RELOCATION ALL ALONG THE WAY OF THE HIGHWAY.  THE LOCATION OF THE
 ED0768'PRINCIPAL SEARCH IS 0.8 MILE E OF THE E ENTRANCE TO TURKEY GAP
 ED0768'INSTEAD OF THE 0.5 MILE OF THE ORIGINAL DESCRIPTION, AND THIS
 ED0768'DISCREPANCY CANNOT BE EXPLAINED BY THE UNDERSIGNED.  THE CURVE OF
 ED0768'THE PRINCIPAL SEARCH (SEARCH WAS MADE AT OTHER CURVES) OTHERWISE
 ED0768'SEEMED DEFINITELY THE CURVE OF THE ORIGINAL DESCRIPTION, BUT NO
 ED0768'EVIDENCE OF THE MARK WAS FOUND.  13.7 MILES WEST ALONG STATE
 ED0768'HIGHWAY 2 FROM THE MAIN CORNER AT CLAYTON, RABUN COUNTY, 0.5 MILE
 ED0768'EAST OF THE EAST ENTRANCE TO TURKEY GAP, ON THE OUTSIDE OF A VERY
 ED0768'SHARP CURVE, 15 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 ED0768'12 YARDS NORTHEAST OF BENCH MARK 11 D 14 (GA.GEOD.S.) DESCRIBED
 ED0768'ABOVE, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 ED0768'FOREST SERVICE STANDARD CAP, STAMPED 1007 AND FASTENED ON THE
 ED0768'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6819 ***********************************************************************
 AI6819  DESIGNATION -  1007
 AI6819  PID         -  AI6819
 AI6819  STATE/COUNTY-  GA/DE KALB
 AI6819  USGS QUAD   -  REDAN (1983)
 AI6819
 AI6819                         *CURRENT SURVEY CONTROL
 AI6819  ___________________________________________________________________
 AI6819* NAD 83(1994)-  33 38 52.41267(N)    084 09 06.65689(W)     ADJUSTED  
 AI6819* NAVD 88     -       221.4    (meters)     726.     (feet)  GPS OBS   
 AI6819  ___________________________________________________________________
 AI6819  X           -     541,573.967 (meters)                     COMP
 AI6819  Y           -  -5,287,495.146 (meters)                     COMP
 AI6819  Z           -   3,514,107.678 (meters)                     COMP
 AI6819  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AI6819  ELLIP HEIGHT-         192.19  (meters)          (08/02/00) GPS OBS
 AI6819  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AI6819
 AI6819  HORZ ORDER  -  FIRST
 AI6819  ELLP ORDER  -  THIRD     CLASS II
 AI6819
 AI6819.The horizontal coordinates were established by GPS observations
 AI6819.and adjusted by the National Geodetic Survey in August 2000..
 AI6819
 AI6819.The orthometric height was determined by GPS observations and a
 AI6819.high-resolution geoid model.
 AI6819
 AI6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6819
 AI6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6819
 AI6819.The ellipsoidal height was determined by GPS observations
 AI6819.and is referenced to NAD 83.
 AI6819
 AI6819.The geoid height was determined by GEOID03.
 AI6819
 AI6819;                    North         East     Units Scale Factor Converg.
 AI6819;SPC GA W     -   404,452.197   701,374.399   MT  0.99990002   +0 00 29.6
 AI6819;SPC GA W     - 1,326,940.25  2,301,092.51   sFT  0.99990002   +0 00 29.6
 AI6819;UTM  16      - 3,726,755.619   764,143.124   MT  1.00046025   +1 34 44.5
 AI6819
 AI6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6819!SPC GA W     -   0.99996983  x   0.99990002  =   0.99986985
 AI6819!UTM  16      -   0.99996983  x   1.00046025  =   1.00043007
 AI6819
 AI6819                          SUPERSEDED SURVEY CONTROL
 AI6819
 AI6819.No superseded survey control is available for this station.
 AI6819
 AI6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6414326756(NAD 83)
 AI6819_MARKER: DD = SURVEY DISK
 AI6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6819_STAMPING: 1007
 AI6819_MARK LOGO: GA-089
 AI6819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6819+STABILITY: SURFACE MOTION
 AI6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6819+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6819
 AI6819  HISTORY     - Date     Condition        Report By
 AI6819  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6819
 AI6819                          STATION DESCRIPTION
 AI6819
 AI6819'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6819'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NEAR THE
 AI6819'COMMUNITY OF KLONDIKE.
 AI6819'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6819'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO
 AI6819'SOUTHEAST 3.30 MI (5.31 KM) ON HIGHWAY 212 (BROWNS MILL ROAD) TO FLAT
 AI6819'BRIDGE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.05 MI (0.08 KM) ON
 AI6819'FLAT BRIDGE ROAD TO THE STATION ON THE RIGHT.
 AI6819'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6819'SURVEY DISK STAMPED --1007-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6819'DIAMETER CONCRETE POST.  THE STATION IS, 120.0 FT (36.6 M) SOUTHWEST
 AI6819'OF UTILITY POLE, 95.0 FT (29.0 M) NORTH OF A GATE, 88.7 FT (27.0 M)
 AI6819'NORTHWEST OF UTILITY POLE, AND 49.5 FT (15.1 M) WEST OF WIRE FENCE
 AI6819'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6820 ***********************************************************************
 AI6820  DESIGNATION -  1008
 AI6820  PID         -  AI6820
 AI6820  STATE/COUNTY-  GA/DE KALB
 AI6820  USGS QUAD   -  REDAN (1983)
 AI6820
 AI6820                         *CURRENT SURVEY CONTROL
 AI6820  ___________________________________________________________________
 AI6820* NAD 83(1994)-  33 39 02.80161(N)    084 07 34.32325(W)     ADJUSTED  
 AI6820* NAVD 88     -       249.6    (meters)     819.     (feet)  GPS OBS   
 AI6820  ___________________________________________________________________
 AI6820  X           -     543,925.084 (meters)                     COMP
 AI6820  Y           -  -5,287,099.041 (meters)                     COMP
 AI6820  Z           -   3,514,389.725 (meters)                     COMP
 AI6820  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AI6820  ELLIP HEIGHT-         220.32  (meters)          (08/02/00) GPS OBS
 AI6820  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AI6820
 AI6820  HORZ ORDER  -  FIRST
 AI6820  ELLP ORDER  -  THIRD     CLASS II
 AI6820
 AI6820.The horizontal coordinates were established by GPS observations
 AI6820.and adjusted by the National Geodetic Survey in August 2000..
 AI6820
 AI6820.The orthometric height was determined by GPS observations and a
 AI6820.high-resolution geoid model.
 AI6820
 AI6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6820
 AI6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6820
 AI6820.The ellipsoidal height was determined by GPS observations
 AI6820.and is referenced to NAD 83.
 AI6820
 AI6820.The geoid height was determined by GEOID03.
 AI6820
 AI6820;                    North         East     Units Scale Factor Converg.
 AI6820;SPC GA W     -   404,772.884   703,753.274   MT  0.99990017   +0 01 20.7
 AI6820;SPC GA W     - 1,327,992.37  2,308,897.20   sFT  0.99990017   +0 01 20.7
 AI6820;UTM  16      - 3,727,141.619   766,513.660   MT  1.00047576   +1 35 36.2
 AI6820
 AI6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6820!SPC GA W     -   0.99996541  x   0.99990017  =   0.99986559
 AI6820!UTM  16      -   0.99996541  x   1.00047576  =   1.00044116
 AI6820
 AI6820                          SUPERSEDED SURVEY CONTROL
 AI6820
 AI6820.No superseded survey control is available for this station.
 AI6820
 AI6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6651427142(NAD 83)
 AI6820_MARKER: DD = SURVEY DISK
 AI6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6820_STAMPING: 1008
 AI6820_MARK LOGO: GA-089
 AI6820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6820+STABILITY: SURFACE MOTION
 AI6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6820+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6820
 AI6820  HISTORY     - Date     Condition        Report By
 AI6820  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6820
 AI6820                          STATION DESCRIPTION
 AI6820
 AI6820'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6820'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6820'COMMUNITY OF KLONDIKE.  OWNERSHIP--MURPHY CANDLER ELEMENTARY SCHOOL.
 AI6820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6820'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO
 AI6820'SOUTHEAST 4.75 MI (7.64 KM) ON HIGHWAY 212 (BROWNS MILL ROAD) TO
 AI6820'KLONDIKE ROAD, TURN LEFT AND GO NORTH 0.4 MI (0.6 KM) ON KLONDIKE ROAD
 AI6820'TO SOUTH GODDARD ROAD, TURN LEFT AND GO WEST 0.1 MI (0.2 KM) TO THE
 AI6820'PARKING LOT ENTRANCE TO THE MURPHY CANDLER ELEMENTARY SCHOOL, TURN
 AI6820'LEFT AND GO SOUTH THROUGH THE PARKING LOT TO THE SOUTH SIDE OF LOT TO
 AI6820'THE STATION ON THE LEFT.
 AI6820'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6820'SURVEY DISK STAMPED --1008-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6820'DIAMETER CONCRETE POST.  THE STATION IS, 122.0 FT (37.2 M) EAST OF
 AI6820'FIRE HYDRANT, 102.0 FT (31.1 M) SOUTHEAST OF LIGHT POLE, 20.6 FT (6.3
 AI6820'M) SOUTH OF BACK-OF-CURB OF PARKING LOT, AND 20.6 FT (6.3 M) EAST OF
 AI6820'BACK-OF-CURB OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6821 ***********************************************************************
 AI6821  DESIGNATION -  1009
 AI6821  PID         -  AI6821
 AI6821  STATE/COUNTY-  GA/DE KALB
 AI6821  USGS QUAD   -  REDAN (1983)
 AI6821
 AI6821                         *CURRENT SURVEY CONTROL
 AI6821  ___________________________________________________________________
 AI6821* NAD 83(1994)-  33 41 12.53798(N)    084 08 30.32358(W)     ADJUSTED  
 AI6821* NAVD 88     -       258.3    (meters)     847.     (feet)  GPS OBS   
 AI6821  ___________________________________________________________________
 AI6821  X           -     542,264.180 (meters)                     COMP
 AI6821  Y           -  -5,285,049.210 (meters)                     COMP
 AI6821  Z           -   3,517,721.354 (meters)                     COMP
 AI6821  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AI6821  ELLIP HEIGHT-         229.02  (meters)          (08/02/00) GPS OBS
 AI6821  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AI6821
 AI6821  HORZ ORDER  -  FIRST
 AI6821  ELLP ORDER  -  THIRD     CLASS II
 AI6821
 AI6821.The horizontal coordinates were established by GPS observations
 AI6821.and adjusted by the National Geodetic Survey in August 2000..
 AI6821
 AI6821.The orthometric height was determined by GPS observations and a
 AI6821.high-resolution geoid model.
 AI6821
 AI6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6821
 AI6821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6821
 AI6821.The ellipsoidal height was determined by GPS observations
 AI6821.and is referenced to NAD 83.
 AI6821
 AI6821.The geoid height was determined by GEOID03.
 AI6821
 AI6821;                    North         East     Units Scale Factor Converg.
 AI6821;SPC GA W     -   408,769.221   702,309.496   MT  0.99990007   +0 00 49.7
 AI6821;SPC GA W     - 1,341,103.69  2,304,160.40   sFT  0.99990007   +0 00 49.7
 AI6821;UTM  16      - 3,731,099.109   764,959.927   MT  1.00046557   +1 35 10.5
 AI6821
 AI6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6821!SPC GA W     -   0.99996405  x   0.99990007  =   0.99986412
 AI6821!UTM  16      -   0.99996405  x   1.00046557  =   1.00042960
 AI6821
 AI6821                          SUPERSEDED SURVEY CONTROL
 AI6821
 AI6821.No superseded survey control is available for this station.
 AI6821
 AI6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6496031099(NAD 83)
 AI6821_MARKER: DD = SURVEY DISK
 AI6821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6821_STAMPING: 1009
 AI6821_MARK LOGO: GA-089
 AI6821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6821+STABILITY: SURFACE MOTION
 AI6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6821+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6821
 AI6821  HISTORY     - Date     Condition        Report By
 AI6821  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6821
 AI6821                          STATION DESCRIPTION
 AI6821
 AI6821'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6821'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTHWEST
 AI6821'OF THE COMMUNITY OF LITHONIA.
 AI6821'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6821'HIGHWAY 402 WITH EVANS MILL ROAD EXIT 38, GO SOUTHWEST 1.40 MI (2.25
 AI6821'KM) ON EVANS MILL ROAD TO ROCK SPRING ROAD ON THE RIGHT, TURN RIGHT
 AI6821'AND GO WEST 0.45 MI (0.72 KM) ON ROCK SPRING ROAD TO THE STATION ON
 AI6821'THE RIGHT.
 AI6821'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6821'SURVEY DISK STAMPED --1009-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6821'DIAMETER CONCRETE POST.  THE STATION IS, 95.6 FT (29.1 M) SOUTHEAST OF
 AI6821'A BALLPARK LIGHT POLE, 91.5 FT (27.9 M) NORTH OF EDGE-OF-PAVEMENT OF
 AI6821'ROCK SPRING ROAD, 89.5 FT (27.3 M) NORTHEAST OF A POWER POLE, 69.8 FT
 AI6821'(21.3 M) SOUTH OF THE EAST MOST POST FOR BALLPARK SCOREBOARD, AND 69.2
 AI6821'FT (21.1 M) SOUTHWEST OF BALLPARK LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1219 ***********************************************************************
 BS1219  DESIGNATION -  101 WLC USGS
 BS1219  PID         -  BS1219
 BS1219  STATE/COUNTY-  GA/BERRIEN
 BS1219  USGS QUAD   -  NASHVILLE WEST (1973)
 BS1219
 BS1219                         *CURRENT SURVEY CONTROL
 BS1219  ___________________________________________________________________
 BS1219* NAD 83(1986)-  31 14 10.     (N)    083 18 41.     (W)     SCALED    
 BS1219* NAVD 88     -        74.971  (meters)     245.97   (feet)  ADJUSTED  
 BS1219  ___________________________________________________________________
 BS1219  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BS1219  DYNAMIC HT  -          74.880 (meters)     245.67  (feet)  COMP
 BS1219  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BS1219
 BS1219  VERT ORDER  -  SECOND    CLASS 0
 BS1219
 BS1219.The horizontal coordinates were scaled from a topographic map and have
 BS1219.an estimated accuracy of +/- 6 seconds.
 BS1219
 BS1219.The orthometric height was determined by differential leveling
 BS1219.and adjusted by the National Geodetic Survey in June 1991..
 BS1219
 BS1219.The geoid height was determined by GEOID03.
 BS1219
 BS1219.The dynamic height is computed by dividing the NAVD 88
 BS1219.geopotential number by the normal gravity value computed on the
 BS1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1219.degrees latitude (g = 980.6199 gals.).
 BS1219
 BS1219.The modeled gravity was interpolated from observed gravity values.
 BS1219
 BS1219;                    North         East    Units  Estimated Accuracy
 BS1219;SPC GA W     -   137,340.      781,470.      MT  (+/- 180 meters Scaled)
 BS1219
 BS1219                          SUPERSEDED SURVEY CONTROL
 BS1219
 BS1219  NGVD 29 (??/??/92)   75.17   (m)          246.6    (f) COMPUTED    2 0
 BS1219
 BS1219.Superseded values are not recommended for survey control.
 BS1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1219.See file dsdata.txt to determine how the superseded data were derived.
 BS1219
 BS1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ798580(NAD 83)
 BS1219_MARKER: DD = SURVEY DISK
 BS1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1219_STAMPING: 101 WLC 1972
 BS1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1219+STABILITY: SURFACE MOTION
 BS1219
 BS1219  HISTORY     - Date     Condition        Report By
 BS1219  HISTORY     - 1972     MONUMENTED       USGS
 BS1219  HISTORY     - 1973     GOOD             NGS
 BS1219
 BS1219                          STATION DESCRIPTION
 BS1219
 BS1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1219'4.35 MI NW FROM NASHVILLE.
 BS1219'ABOUT 4.35 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1219'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1219'125 AND 76 AT NASHVILLE, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 BS1219'HIGHWAY, 46 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY THAT LEADS
 BS1219'TO THE A. W. GASKINS HOUSE, 15 1/2 FEET SOUTHEAST OF A POLE AND
 BS1219'TELEPHONE JUNCTION BOX NUMBER 45, 1 1/2 FEET SOUTHWEST OF A FENCE, 0.8
 BS1219'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE SURFACE
 BS1219'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 BS1219'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6822 ***********************************************************************
 AI6822  DESIGNATION -  1010
 AI6822  PID         -  AI6822
 AI6822  STATE/COUNTY-  GA/DE KALB
 AI6822  USGS QUAD   -  REDAN (1983)
 AI6822
 AI6822                         *CURRENT SURVEY CONTROL
 AI6822  ___________________________________________________________________
 AI6822* NAD 83(1994)-  33 40 41.89114(N)    084 10 17.61552(W)     ADJUSTED  
 AI6822* NAVD 88     -       273.6    (meters)     898.     (feet)  GPS OBS   
 AI6822  ___________________________________________________________________
 AI6822  X           -     539,569.476 (meters)                     COMP
 AI6822  Y           -  -5,285,864.196 (meters)                     COMP
 AI6822  Z           -   3,516,944.085 (meters)                     COMP
 AI6822  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AI6822  ELLIP HEIGHT-         244.31  (meters)          (08/02/00) GPS OBS
 AI6822  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AI6822
 AI6822  HORZ ORDER  -  FIRST
 AI6822  ELLP ORDER  -  THIRD     CLASS II
 AI6822
 AI6822.The horizontal coordinates were established by GPS observations
 AI6822.and adjusted by the National Geodetic Survey in August 2000..
 AI6822
 AI6822.The orthometric height was determined by GPS observations and a
 AI6822.high-resolution geoid model.
 AI6822
 AI6822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6822
 AI6822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6822
 AI6822.The ellipsoidal height was determined by GPS observations
 AI6822.and is referenced to NAD 83.
 AI6822
 AI6822.The geoid height was determined by GEOID03.
 AI6822
 AI6822;                    North         East     Units Scale Factor Converg.
 AI6822;SPC GA W     -   407,824.813   699,546.291   MT  0.99990000   -0 00 09.8
 AI6822;SPC GA W     - 1,338,005.24  2,295,094.79   sFT  0.99990000   -0 00 09.8
 AI6822;UTM  16      - 3,730,078.674   762,222.151   MT  1.00044778   +1 34 09.7
 AI6822
 AI6822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6822!SPC GA W     -   0.99996165  x   0.99990000  =   0.99986165
 AI6822!UTM  16      -   0.99996165  x   1.00044778  =   1.00040941
 AI6822
 AI6822                          SUPERSEDED SURVEY CONTROL
 AI6822
 AI6822.No superseded survey control is available for this station.
 AI6822
 AI6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6222230079(NAD 83)
 AI6822_MARKER: DD = SURVEY DISK
 AI6822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6822_STAMPING: 1010
 AI6822_MARK LOGO: GA-089
 AI6822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6822+STABILITY: SURFACE MOTION
 AI6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6822+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6822
 AI6822  HISTORY     - Date     Condition        Report By
 AI6822  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6822
 AI6822                          STATION DESCRIPTION
 AI6822
 AI6822'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6822'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6822'COMMUNITY OF SNAPFINGER.  OWNERSHIP--SALEM MIDDLE SCHOOL.
 AI6822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6822'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO
 AI6822'SOUTHEAST 0.60 MI (0.97 KM) ON HIGHWAY 212 (BROWNS MILL ROAD) TO SALEM
 AI6822'ROAD ON THE LEFT, TURN LEFT AND GO EAST 0.95 MI (1.53 KM) ON SALEM
 AI6822'ROAD TO PANOLA ROAD, CONTINUE EAST 0.35 MI (0.56 KM) ON SALEM ROAD TO
 AI6822'THE STATION ON THE RIGHT.
 AI6822'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6822'SURVEY DISK STAMPED --1010-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6822'DIAMETER CONCRETE POST.  THE STATION IS, 91.2 FT (27.8 M) WEST OF THE
 AI6822'SOUTHWEST CORNER OF SCHOOL SIGN, 56.4 FT (17.2 M) WEST OF THE EAST
 AI6822'EDGE OF SIDEWALK, 53.2 FT (16.2 M) SOUTH-SOUTHWEST OF THE CENTER OF
 AI6822'CATCH BASIN COVER, AND 13.0 FT (4.0 M) SOUTH OF BACK-OF-CURB OF SALEM
 AI6822'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0770 ***********************************************************************
 ED0770  DESIGNATION -  1011
 ED0770  PID         -  ED0770
 ED0770  STATE/COUNTY-  GA/RABUN
 ED0770  USGS QUAD   -  LAKE BURTON (1985)
 ED0770
 ED0770                         *CURRENT SURVEY CONTROL
 ED0770  ___________________________________________________________________
 ED0770* NAD 83(1986)-  34 52 23.     (N)    083 33 58.     (W)     SCALED    
 ED0770* NAVD 88     -       656.900  (meters)    2155.18   (feet)  ADJUSTED  
 ED0770  ___________________________________________________________________
 ED0770  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 ED0770  DYNAMIC HT  -         656.188 (meters)    2152.84  (feet)  COMP
 ED0770  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 ED0770
 ED0770  VERT ORDER  -  SECOND    CLASS 0
 ED0770
 ED0770.The horizontal coordinates were scaled from a topographic map and have
 ED0770.an estimated accuracy of +/- 6 seconds.
 ED0770
 ED0770.The orthometric height was determined by differential leveling
 ED0770.and adjusted by the National Geodetic Survey in June 1991..
 ED0770
 ED0770.The geoid height was determined by GEOID03.
 ED0770
 ED0770.The dynamic height is computed by dividing the NAVD 88
 ED0770.geopotential number by the normal gravity value computed on the
 ED0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0770.degrees latitude (g = 980.6199 gals.).
 ED0770
 ED0770.The modeled gravity was interpolated from observed gravity values.
 ED0770
 ED0770;                    North         East    Units  Estimated Accuracy
 ED0770;SPC GA W     -   540,510.      754,900.      MT  (+/- 180 meters Scaled)
 ED0770
 ED0770                          SUPERSEDED SURVEY CONTROL
 ED0770
 ED0770  NGVD 29 (??/??/92)  656.896  (m)         2155.17   (f) ADJ UNCH    2 0
 ED0770
 ED0770.Superseded values are not recommended for survey control.
 ED0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0770.See file dsdata.txt to determine how the superseded data were derived.
 ED0770
 ED0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU654619(NAD 83)
 ED0770_MARKER: P = PIPE CAP
 ED0770_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ED0770_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ED0770_STAMPING: 1011
 ED0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0770
 ED0770  HISTORY     - Date     Condition        Report By
 ED0770  HISTORY     - UNK      MONUMENTED       USFS
 ED0770  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0770
 ED0770                          STATION DESCRIPTION
 ED0770
 ED0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0770'10.9 MI W FROM CLAYTON.
 ED0770'MUCH GRADING AND WIDENING HAS BEEN DONE AT THE INTERSECTION WITHIN
 ED0770'THE LAST MONTH.  NO EVIDENCE OF THE MARK WAS FOUND.  11.5 MILES WEST
 ED0770'ALONG STATE HIGHWAY 2 FROM THE MAIN CORNER AT CLAYTON, RABUN
 ED0770'COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF THE ROAD TO
 ED0770'DICKS CREEK AND C.C.C. CAMP GASTEN, AND 7 YARDS SOUTHEAST OF A
 ED0770'CLAYTON 12-1/2 ROAD SIGN.  A UNITED STATES FOREST SERVICE STANDARD
 ED0770'CAP, STAMPED 1011 AND FASTENED ON THE TOP OF AN IRON PIPE
 ED0770'PROJECTING 1-1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6823 ***********************************************************************
 AI6823  DESIGNATION -  1011
 AI6823  PID         -  AI6823
 AI6823  STATE/COUNTY-  GA/DE KALB
 AI6823  USGS QUAD   -  REDAN (1983)
 AI6823
 AI6823                         *CURRENT SURVEY CONTROL
 AI6823  ___________________________________________________________________
 AI6823* NAD 83(1994)-  33 41 06.72771(N)    084 12 29.41905(W)     ADJUSTED  
 AI6823* NAVD 88     -       264.5    (meters)     868.     (feet)  GPS OBS   
 AI6823  ___________________________________________________________________
 AI6823  X           -     536,148.095 (meters)                     COMP
 AI6823  Y           -  -5,285,778.103 (meters)                     COMP
 AI6823  Z           -   3,517,575.797 (meters)                     COMP
 AI6823  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AI6823  ELLIP HEIGHT-         235.16  (meters)          (08/02/00) GPS OBS
 AI6823  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AI6823
 AI6823  HORZ ORDER  -  FIRST
 AI6823  ELLP ORDER  -  THIRD     CLASS II
 AI6823
 AI6823.The horizontal coordinates were established by GPS observations
 AI6823.and adjusted by the National Geodetic Survey in August 2000..
 AI6823
 AI6823.The orthometric height was determined by GPS observations and a
 AI6823.high-resolution geoid model.
 AI6823
 AI6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6823
 AI6823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6823
 AI6823.The ellipsoidal height was determined by GPS observations
 AI6823.and is referenced to NAD 83.
 AI6823
 AI6823.The geoid height was determined by GEOID03.
 AI6823
 AI6823;                    North         East     Units Scale Factor Converg.
 AI6823;SPC GA W     -   408,590.718   696,151.841   MT  0.99990018   -0 01 22.9
 AI6823;SPC GA W     - 1,340,518.05  2,283,958.17   sFT  0.99990018   -0 01 22.9
 AI6823;UTM  16      - 3,730,751.520   758,806.132   MT  1.00042583   +1 32 57.4
 AI6823
 AI6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6823!SPC GA W     -   0.99996308  x   0.99990018  =   0.99986327
 AI6823!UTM  16      -   0.99996308  x   1.00042583  =   1.00038890
 AI6823
 AI6823                          SUPERSEDED SURVEY CONTROL
 AI6823
 AI6823.No superseded survey control is available for this station.
 AI6823
 AI6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5880630752(NAD 83)
 AI6823_MARKER: DD = SURVEY DISK
 AI6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6823_STAMPING: 1011
 AI6823_MARK LOGO: GA-089
 AI6823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6823+STABILITY: SURFACE MOTION
 AI6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6823+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6823
 AI6823  HISTORY     - Date     Condition        Report By
 AI6823  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6823
 AI6823                          STATION DESCRIPTION
 AI6823
 AI6823'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6823'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6823'COMMUNITY OF SNAPFINGER.
 AI6823'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6823'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO NORTH
 AI6823'0.60 MI (0.97 KM) ON HIGHWAY 155 (SNAPFINGER ROAD) TO FLAT SHOALS
 AI6823'PARKWAY ON THE LEFT, TURN LEFT AND GO WEST 0.25 MI (0.40 KM) ON SALEM
 AI6823'ROAD TO PANOLA ROAD, CONTINUE EAST 0.35 MI (0.56 KM) ON SALEM ROAD TO
 AI6823'THE STATION ON THE RIGHT.
 AI6823'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6823'SURVEY DISK STAMPED --1011-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6823'DIAMETER CONCRETE POST.  THE STATION IS, 91.2 FT (27.8 M) WEST OF THE
 AI6823'SOUTHWEST CORNER OF SCHOOL SIGN, 56.4 FT (17.2 M) WEST OF THE EAST
 AI6823'EDGE OF SIDEWALK, 53.2 FT (16.2 M) SOUTH-SOUTHWEST OF THE CENTER OF
 AI6823'CATCH BASIN COVER, AND 13.0 FT (4.0 M) SOUTH OF BACK-OF-CURB OF SALEM
 AI6823'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6824 ***********************************************************************
 AI6824  DESIGNATION -  1012
 AI6824  PID         -  AI6824
 AI6824  STATE/COUNTY-  GA/DE KALB
 AI6824  USGS QUAD   -  REDAN (1983)
 AI6824
 AI6824                         *CURRENT SURVEY CONTROL
 AI6824  ___________________________________________________________________
 AI6824* NAD 83(1994)-  33 41 00.10624(N)    084 13 59.10768(W)     ADJUSTED  
 AI6824* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 AI6824  ___________________________________________________________________
 AI6824  X           -     533,861.695 (meters)                     COMP
 AI6824  Y           -  -5,286,129.827 (meters)                     COMP
 AI6824  Z           -   3,517,410.399 (meters)                     COMP
 AI6824  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AI6824  ELLIP HEIGHT-         243.03  (meters)          (08/02/00) GPS OBS
 AI6824  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AI6824
 AI6824  HORZ ORDER  -  FIRST
 AI6824  ELLP ORDER  -  THIRD     CLASS II
 AI6824
 AI6824.The horizontal coordinates were established by GPS observations
 AI6824.and adjusted by the National Geodetic Survey in August 2000..
 AI6824
 AI6824.The orthometric height was determined by GPS observations and a
 AI6824.high-resolution geoid model.
 AI6824
 AI6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6824
 AI6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6824
 AI6824.The ellipsoidal height was determined by GPS observations
 AI6824.and is referenced to NAD 83.
 AI6824
 AI6824.The geoid height was determined by GEOID03.
 AI6824
 AI6824;                    North         East     Units Scale Factor Converg.
 AI6824;SPC GA W     -   408,387.936   693,841.855   MT  0.99990047   -0 02 12.6
 AI6824;SPC GA W     - 1,339,852.75  2,276,379.49   sFT  0.99990047   -0 02 12.6
 AI6824;UTM  16      - 3,730,485.296   756,501.387   MT  1.00041118   +1 32 07.4
 AI6824
 AI6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6824!SPC GA W     -   0.99996185  x   0.99990047  =   0.99986232
 AI6824!UTM  16      -   0.99996185  x   1.00041118  =   1.00037301
 AI6824
 AI6824                          SUPERSEDED SURVEY CONTROL
 AI6824
 AI6824.No superseded survey control is available for this station.
 AI6824
 AI6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5650130485(NAD 83)
 AI6824_MARKER: DD = SURVEY DISK
 AI6824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6824_STAMPING: 1012
 AI6824_MARK LOGO: GA-089
 AI6824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6824+STABILITY: SURFACE MOTION
 AI6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6824+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6824
 AI6824  HISTORY     - Date     Condition        Report By
 AI6824  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6824
 AI6824                          STATION DESCRIPTION
 AI6824
 AI6824'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6824'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6824'COMMUNITY OF WESLEY CHAPEL.  OWNERSHIP--CATHEDRAL OF THE HOLY SPIRIT.
 AI6824'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155
 AI6824'(SNAPFINGER ROAD) WITH STATE HIGHWAY 212 (BROWNS MILL ROAD) , GO NORTH
 AI6824'1.0 KM (0.60 MI) ON HIGHWAY 155 (SNAPFINGER ROAD) TO FLAT SHOALS
 AI6824'PARKWAY ON THE LEFT, TURN LEFT AND GO WEST 2.6 KM (1.60 MI) ON FLAT
 AI6824'SHOALS PARKWAY TO WESLEY CHAPEL ROAD ON THE RIGHT, CONTINUE WEST 0.2
 AI6824'MI (0.3 KM) ON WESLEY CHAPEL ROAD TO THE STATION ON THE RIGHT.
 AI6824'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6824'SURVEY DISK STAMPED --1012-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6824'DIAMETER CONCRETE POST.  THE STATION IS, 148.3 FT (45.2 M) SOUTHEAST
 AI6824'OF LIGHT POLE 95, 109.9 FT (33.5 M) NORTHEAST OF --DO NOT ENTER--
 AI6824'TRAFFIC SIGN, 106.2 FT (32.4 M) EAST OF THE NORTH MOST CORNER OF A
 AI6824'RETAINING WALL, 85.7 FT (26.1 M) NORTH OF THE BACK-OF-CURB OF FLAT
 AI6824'SHOALS PARKWAY, AND 76.0 FT (23.2 M) NORTH -OF-CURB OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6825 ***********************************************************************
 AI6825  DESIGNATION -  1013
 AI6825  PID         -  AI6825
 AI6825  STATE/COUNTY-  GA/DE KALB
 AI6825  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6825
 AI6825                         *CURRENT SURVEY CONTROL
 AI6825  ___________________________________________________________________
 AI6825* NAD 83(1994)-  33 41 24.05508(N)    084 16 24.79156(W)     ADJUSTED  
 AI6825* NAVD 88     -       241.2    (meters)     791.     (feet)  GPS OBS   
 AI6825  ___________________________________________________________________
 AI6825  X           -     530,084.564 (meters)                     COMP
 AI6825  Y           -  -5,286,072.484 (meters)                     COMP
 AI6825  Z           -   3,518,007.067 (meters)                     COMP
 AI6825  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AI6825  ELLIP HEIGHT-         211.80  (meters)          (08/02/00) GPS OBS
 AI6825  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AI6825
 AI6825  HORZ ORDER  -  FIRST
 AI6825  ELLP ORDER  -  THIRD     CLASS II
 AI6825
 AI6825.The horizontal coordinates were established by GPS observations
 AI6825.and adjusted by the National Geodetic Survey in August 2000..
 AI6825
 AI6825.The orthometric height was determined by GPS observations and a
 AI6825.high-resolution geoid model.
 AI6825
 AI6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6825
 AI6825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6825
 AI6825.The ellipsoidal height was determined by GPS observations
 AI6825.and is referenced to NAD 83.
 AI6825
 AI6825.The geoid height was determined by GEOID03.
 AI6825
 AI6825;                    North         East     Units Scale Factor Converg.
 AI6825;SPC GA W     -   409,128.879   690,090.574   MT  0.99990121   -0 03 33.4
 AI6825;SPC GA W     - 1,342,283.66  2,264,072.16   sFT  0.99990121   -0 03 33.4
 AI6825;UTM  16      - 3,731,123.346   752,729.308   MT  1.00038750   +1 30 47.4
 AI6825
 AI6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6825!SPC GA W     -   0.99996675  x   0.99990121  =   0.99986796
 AI6825!UTM  16      -   0.99996675  x   1.00038750  =   1.00035424
 AI6825
 AI6825                          SUPERSEDED SURVEY CONTROL
 AI6825
 AI6825.No superseded survey control is available for this station.
 AI6825
 AI6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5272931123(NAD 83)
 AI6825_MARKER: DD = SURVEY DISK
 AI6825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6825_STAMPING: 1013
 AI6825_MARK LOGO: GA-089
 AI6825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6825+STABILITY: SURFACE MOTION
 AI6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6825+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6825
 AI6825  HISTORY     - Date     Condition        Report By
 AI6825  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6825
 AI6825                          STATION DESCRIPTION
 AI6825
 AI6825'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6825'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTH OF
 AI6825'THE COMMUNITY OF PANTHERSVILLE.  OWNERSHIP--DEKALB COMMUNITY COLLEGE.
 AI6825'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6825'HIGHWAY 402 WITH STATE HIGHWAY 155 (CANDLER ROAD) BRIDGE, GO SOUTH
 AI6825'0.70 MI (1.13 KM) ON HIGHWAY 155 (CANDLER ROAD) TO PANTHERSVILLE ROAD
 AI6825'ON THE RIGHT, TURN RIGHT AND GO WEST AND THEN SOUTH 1.00 MI (1.61 KM)
 AI6825'TO THE JUNCTION OF PANTHERSVILLE ROAD WITH CLIFTON SPRINGS ROAD,
 AI6825'CONTINUE SOUTH CROSSING CLIFTON SPRINGS ROAD TO THE STATION ON THE
 AI6825'RIGHT.
 AI6825'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6825'SURVEY DISK STAMPED --1013-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6825'DIAMETER CONCRETE POST.  THE STATION IS, 260.1 FT (79.3 M) NORTHEAST
 AI6825'OF FLAG POLE, 169.1 FT (51.5 M) NORTH OF THE NORTHWEST CORNER OF
 AI6825'PARKING LOT FOR COLLEGE, 165.7 FT (50.5 M) NORTHWEST OF A LIGHT POLE,
 AI6825'162.6 FT (49.6 M) NORTHEAST OF LIGHT POLE, AND 150.7 FT (45.9 M) NORTH
 AI6825'OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6826 ***********************************************************************
 AI6826  DESIGNATION -  1014
 AI6826  PID         -  AI6826
 AI6826  STATE/COUNTY-  GA/DE KALB
 AI6826  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6826
 AI6826                         *CURRENT SURVEY CONTROL
 AI6826  ___________________________________________________________________
 AI6826* NAD 83(1994)-  33 40 32.29206(N)    084 17 45.67563(W)     ADJUSTED  
 AI6826* NAVD 88     -       264.8    (meters)     869.     (feet)  GPS OBS   
 AI6826  ___________________________________________________________________
 AI6826  X           -     528,101.518 (meters)                     COMP
 AI6826  Y           -  -5,287,179.595 (meters)                     COMP
 AI6826  Z           -   3,516,693.003 (meters)                     COMP
 AI6826  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AI6826  ELLIP HEIGHT-         235.37  (meters)          (08/02/00) GPS OBS
 AI6826  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AI6826
 AI6826  HORZ ORDER  -  FIRST
 AI6826  ELLP ORDER  -  THIRD     CLASS II
 AI6826
 AI6826.The horizontal coordinates were established by GPS observations
 AI6826.and adjusted by the National Geodetic Survey in August 2000..
 AI6826
 AI6826.The orthometric height was determined by GPS observations and a
 AI6826.high-resolution geoid model.
 AI6826
 AI6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6826
 AI6826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6826
 AI6826.The ellipsoidal height was determined by GPS observations
 AI6826.and is referenced to NAD 83.
 AI6826
 AI6826.The geoid height was determined by GEOID03.
 AI6826
 AI6826;                    North         East     Units Scale Factor Converg.
 AI6826;SPC GA W     -   407,536.591   688,005.592   MT  0.99990177   -0 04 18.2
 AI6826;SPC GA W     - 1,337,059.63  2,257,231.68   sFT  0.99990177   -0 04 18.2
 AI6826;UTM  16      - 3,729,473.663   750,687.817   MT  1.00037483   +1 30 00.4
 AI6826
 AI6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6826!SPC GA W     -   0.99996305  x   0.99990177  =   0.99986482
 AI6826!UTM  16      -   0.99996305  x   1.00037483  =   1.00033787
 AI6826
 AI6826                          SUPERSEDED SURVEY CONTROL
 AI6826
 AI6826.No superseded survey control is available for this station.
 AI6826
 AI6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5068829474(NAD 83)
 AI6826_MARKER: DD = SURVEY DISK
 AI6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6826_STAMPING: 1014
 AI6826_MARK LOGO: GA-089
 AI6826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6826+STABILITY: SURFACE MOTION
 AI6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6826+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6826
 AI6826  HISTORY     - Date     Condition        Report By
 AI6826  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6826
 AI6826                          STATION DESCRIPTION
 AI6826
 AI6826'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6826'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6826'COMMUNITY OF CEDAR GROVE.  OWNERSHIP--CEDAR GROVE ELEMENTARY SCHOOL.
 AI6826'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6826'HIGHWAY 407 WITH BOULDER CREST ROAD BRIDGE (EXIT 37) , GO SOUTH 0.70
 AI6826'MI (1.13 KM) ON BOULDER CREST ROAD TO RIVER ROAD ON THE LEFT, TURN
 AI6826'LEFT AND GO EAST 0.7 MI (1.1 KM) ON RIVER ROAD TO THE CEDAR GROVE
 AI6826'ELEMENTARY SCHOOL AND STATION TO THE STATION ON THE LEFT.
 AI6826'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6826'SURVEY DISK STAMPED --1014-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6826'DIAMETER CONCRETE POST.  THE STATION IS, 143.1 FT (43.6 M)
 AI6826'EAST-NORTHEAST OF THE SCHOOL FLAG POLE, 114.0 FT (34.7 M) NORTHEAST OF
 AI6826'A LIGHT POLE, 91.0 FT (27.7 M) NORTH OF THE POST FOR A STOP SIGN, AND
 AI6826'70.7 FT (21.5 M) WEST OF BACK-OF-SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6827 ***********************************************************************
 AI6827  DESIGNATION -  1015
 AI6827  PID         -  AI6827
 AI6827  STATE/COUNTY-  GA/DE KALB
 AI6827  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6827
 AI6827                         *CURRENT SURVEY CONTROL
 AI6827  ___________________________________________________________________
 AI6827* NAD 83(1994)-  33 41 21.21780(N)    084 20 13.87601(W)     ADJUSTED  
 AI6827* NAVD 88     -       253.6    (meters)     832.     (feet)  GPS OBS   
 AI6827  ___________________________________________________________________
 AI6827  X           -     524,219.156 (meters)                     COMP
 AI6827  Y           -  -5,286,716.475 (meters)                     COMP
 AI6827  Z           -   3,517,941.207 (meters)                     COMP
 AI6827  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AI6827  ELLIP HEIGHT-         224.20  (meters)          (08/02/00) GPS OBS
 AI6827  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AI6827
 AI6827  HORZ ORDER  -  FIRST
 AI6827  ELLP ORDER  -  THIRD     CLASS II
 AI6827
 AI6827.The horizontal coordinates were established by GPS observations
 AI6827.and adjusted by the National Geodetic Survey in August 2000..
 AI6827
 AI6827.The orthometric height was determined by GPS observations and a
 AI6827.high-resolution geoid model.
 AI6827
 AI6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6827
 AI6827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6827
 AI6827.The ellipsoidal height was determined by GPS observations
 AI6827.and is referenced to NAD 83.
 AI6827
 AI6827.The geoid height was determined by GEOID03.
 AI6827
 AI6827;                    North         East     Units Scale Factor Converg.
 AI6827;SPC GA W     -   409,049.392   684,190.878   MT  0.99990308   -0 05 40.5
 AI6827;SPC GA W     - 1,342,022.88  2,244,716.24   sFT  0.99990308   -0 05 40.5
 AI6827;UTM  16      - 3,730,881.888   746,831.260   MT  1.00035116   +1 28 40.0
 AI6827
 AI6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6827!SPC GA W     -   0.99996480  x   0.99990308  =   0.99986789
 AI6827!UTM  16      -   0.99996480  x   1.00035116  =   1.00031595
 AI6827
 AI6827                          SUPERSEDED SURVEY CONTROL
 AI6827
 AI6827.No superseded survey control is available for this station.
 AI6827
 AI6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4683130882(NAD 83)
 AI6827_MARKER: DD = SURVEY DISK
 AI6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6827_STAMPING: 1015
 AI6827_MARK LOGO: GA-089
 AI6827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6827+STABILITY: SURFACE MOTION
 AI6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6827+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6827
 AI6827  HISTORY     - Date     Condition        Report By
 AI6827  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6827
 AI6827                          STATION DESCRIPTION
 AI6827
 AI6827'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6827'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6827'COMMUNITY OF CONSTITUTION.  OWNERSHIP--ATLANTA DEPARTMENT OF
 AI6827'CORRECTIONS.
 AI6827'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6827'HIGHWAY 407 WITH US HIGHWAY 23 AND STATE HIGHWAY 42 (MORELAND AVENUE)
 AI6827'BRIDGE (EXIT 39) , GO NORTH 1.20 MI (1.93 KM) ON HIGHWAYS 23 AND 42
 AI6827'(MORELAND AVENUE) TO FAYETTEVILLE ROAD ON THE RIGHT, VEER RIGHT AND GO
 AI6827'NORTHERLY 0.30 MI (0.48 KM) ON FAYETTEVILLE ROAD, TO CONSTITUTION ROAD
 AI6827'ON THE RIGHT, TURN RIGHT AND GO EAST 0.4 MI (0.6 KM) ON CONSTITUTION
 AI6827'ROAD TO THE ATLANTA PRISON FARM AND THE STATION ON THE LEFT.
 AI6827'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6827'SURVEY DISK STAMPED --1015-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6827'DIAMETER CONCRETE POST.  THE STATION IS, 112.5 FT (34.3 M) SOUTHWEST
 AI6827'OF PARKING LOT LIGHT POLE, 80.8 FT (24.6 M) SOUTH OF PARKING LOT LIGHT
 AI6827'POLE, 69.5 FT (21.2 M) EAST OF A ROADWAY LIGHT POLE, 12.8 FT (3.9 M)
 AI6827'SOUTH OF THE BACK-OF-CURB OF THE PRISON FARM PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6828 ***********************************************************************
 AI6828  DESIGNATION -  1016
 AI6828  PID         -  AI6828
 AI6828  STATE/COUNTY-  GA/DE KALB
 AI6828  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6828
 AI6828                         *CURRENT SURVEY CONTROL
 AI6828  ___________________________________________________________________
 AI6828* NAD 83(1994)-  33 41 47.16152(N)    084 18 13.27849(W)     ADJUSTED  
 AI6828* NAVD 88     -       238.0    (meters)     781.     (feet)  GPS OBS   
 AI6828  ___________________________________________________________________
 AI6828  X           -     527,264.761 (meters)                     COMP
 AI6828  Y           -  -5,285,954.862 (meters)                     COMP
 AI6828  Z           -   3,518,597.605 (meters)                     COMP
 AI6828  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AI6828  ELLIP HEIGHT-         208.54  (meters)          (08/02/00) GPS OBS
 AI6828  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AI6828
 AI6828  HORZ ORDER  -  FIRST
 AI6828  ELLP ORDER  -  THIRD     CLASS II
 AI6828
 AI6828.The horizontal coordinates were established by GPS observations
 AI6828.and adjusted by the National Geodetic Survey in August 2000..
 AI6828
 AI6828.The orthometric height was determined by GPS observations and a
 AI6828.high-resolution geoid model.
 AI6828
 AI6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6828
 AI6828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6828
 AI6828.The ellipsoidal height was determined by GPS observations
 AI6828.and is referenced to NAD 83.
 AI6828
 AI6828.The geoid height was determined by GEOID03.
 AI6828
 AI6828;                    North         East     Units Scale Factor Converg.
 AI6828;SPC GA W     -   409,844.022   687,297.684   MT  0.99990199   -0 04 33.7
 AI6828;SPC GA W     - 1,344,629.93  2,254,909.15   sFT  0.99990199   -0 04 33.7
 AI6828;UTM  16      - 3,731,761.879   749,916.502   MT  1.00037006   +1 29 48.0
 AI6828
 AI6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6828!SPC GA W     -   0.99996726  x   0.99990199  =   0.99986926
 AI6828!UTM  16      -   0.99996726  x   1.00037006  =   1.00033731
 AI6828
 AI6828                          SUPERSEDED SURVEY CONTROL
 AI6828
 AI6828.No superseded survey control is available for this station.
 AI6828
 AI6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4991731762(NAD 83)
 AI6828_MARKER: DD = SURVEY DISK
 AI6828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6828_STAMPING: 1016
 AI6828_MARK LOGO: GA-089
 AI6828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6828+STABILITY: SURFACE MOTION
 AI6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6828+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6828
 AI6828  HISTORY     - Date     Condition        Report By
 AI6828  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6828
 AI6828                          STATION DESCRIPTION
 AI6828
 AI6828'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6828'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6828'THE COMMUNITY OF CEDAR GROVE.  OWNERSHIP--GRESHAM PARK AND ATHLETIC
 AI6828'CENTER.
 AI6828'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6828'HIGHWAY 402 WITH STATE HIGHWAY 155 (CANDLER ROAD) BRIDGE (EXIT 33) ,
 AI6828'GO SOUTH 0.55 MI (0.89 KM) ON HIGHWAYS 155 (CANDLER ROAD) TO FLAT
 AI6828'SHOALS ON THE RIGHT, TURN RIGHT AND GO WEST 1.55 MI (2.49 KM) ON FLAT
 AI6828'SHOALS ROAD TO CLIFTON CHURCH ROAD ON THE LEFT, TURN LEFT AND GO SOUTH
 AI6828'0.70 MI (1.13 KM) ON CLIFTON CHURCH ROAD TO GRESHAM ROAD ON THE RIGHT,
 AI6828'TURN RIGHT AND GO NORTHWEST 0.1 MI (0.2 KM) ON GRESHAM ROAD TO THE
 AI6828'ENTRANCE TO GRESHAM PARK AND ATHLETIC CENTER ON THE LEFT, TURN LEFT
 AI6828'AND PROCEED THROUGH THE PARKING LOT TO THE SOUTH WEST CORNER AND THE
 AI6828'STATION AHEAD.
 AI6828'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6828'SURVEY DISK STAMPED --1016-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6828'DIAMETER CONCRETE POST.  THE STATION IS, 117.6 FT (35.8 M) WEST OF THE
 AI6828'SOUTHWEST FENCE POST FOR A SWIMMING POOL, 99.4 FT (30.3 M) SOUTH OF
 AI6828'THE SOUTHWEST CORNER OF THE ATHLETIC CENTER BUILDING, 97.0 FT (29.6 M)
 AI6828'SOUTHEAST OF LIGHT POLE, 70.0 FT (21.3 M) SOUTH-SOUTHWEST OF LIGHT
 AI6828'POLE, AND 55.3 FT (16.9 M) NORTHEAST OF BASEBALL OUTFIELD FENCE CORNER
 AI6828'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6829 ***********************************************************************
 AI6829  DESIGNATION -  1017
 AI6829  PID         -  AI6829
 AI6829  STATE/COUNTY-  GA/DE KALB
 AI6829  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6829
 AI6829                         *CURRENT SURVEY CONTROL
 AI6829  ___________________________________________________________________
 AI6829* NAD 83(1994)-  33 43 50.04061(N)    084 20 09.33839(W)     ADJUSTED  
 AI6829* NAVD 88     -       312.4    (meters)    1025.     (feet)  GPS OBS   
 AI6829  ___________________________________________________________________
 AI6829  X           -     524,089.110 (meters)                     COMP
 AI6829  Y           -  -5,284,221.098 (meters)                     COMP
 AI6829  Z           -   3,521,788.249 (meters)                     COMP
 AI6829  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AI6829  ELLIP HEIGHT-         282.92  (meters)          (08/02/00) GPS OBS
 AI6829  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AI6829
 AI6829  HORZ ORDER  -  FIRST
 AI6829  ELLP ORDER  -  THIRD     CLASS II
 AI6829
 AI6829.The horizontal coordinates were established by GPS observations
 AI6829.and adjusted by the National Geodetic Survey in August 2000..
 AI6829
 AI6829.The orthometric height was determined by GPS observations and a
 AI6829.high-resolution geoid model.
 AI6829
 AI6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6829
 AI6829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6829
 AI6829.The ellipsoidal height was determined by GPS observations
 AI6829.and is referenced to NAD 83.
 AI6829
 AI6829.The geoid height was determined by GEOID03.
 AI6829
 AI6829;                    North         East     Units Scale Factor Converg.
 AI6829;SPC GA W     -   413,634.028   684,315.253   MT  0.99990303   -0 05 38.4
 AI6829;SPC GA W     - 1,357,064.31  2,245,124.29   sFT  0.99990303   -0 05 38.4
 AI6829;UTM  16      - 3,735,470.265   746,829.719   MT  1.00035115   +1 28 48.3
 AI6829
 AI6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6829!SPC GA W     -   0.99995559  x   0.99990303  =   0.99985862
 AI6829!UTM  16      -   0.99995559  x   1.00035115  =   1.00030672
 AI6829
 AI6829                          SUPERSEDED SURVEY CONTROL
 AI6829
 AI6829.No superseded survey control is available for this station.
 AI6829
 AI6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4683035470(NAD 83)
 AI6829_MARKER: DD = SURVEY DISK
 AI6829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6829_STAMPING: 1017
 AI6829_MARK LOGO: GA-089
 AI6829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6829+STABILITY: SURFACE MOTION
 AI6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6829+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6829
 AI6829  HISTORY     - Date     Condition        Report By
 AI6829  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6829
 AI6829                          STATION DESCRIPTION
 AI6829
 AI6829'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6829'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6829'COMMUNITY OF EASTLAND HEIGHTS.
 AI6829'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6829'HIGHWAY 402 WITH FLATSHOALS AVENUE BRIDGE (EXIT 28) , GO SOUTHEAST
 AI6829'1.25 MI (2.01 KM) ON FLATSHOALS AVENUE TO THE JUNCTION OF FLATSHOALS
 AI6829'AVENUE WITH BOULDERCREST ROAD ON THE RIGHT, CONTINUE EAST 100 M (328.1
 AI6829'FT) ON FLATSHOALS AVENUE TO THE STATION ON THE RIGHT.
 AI6829'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6829'SURVEY DISK STAMPED --1017-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6829'DIAMETER CONCRETE POST.  THE STATION IS, 110.7 FT (33.7 M) WEST OF THE
 AI6829'WEST CORNER OF THE FOOD MART BUILDING, 104.0 FT (31.7 M) SOUTH OF
 AI6829'STREET SIGN POST, 84.5 FT (25.8 M) NORTHWEST OF A UTILITY POLE, 58.8
 AI6829'FT (17.9 M) NORTHEAST OF THE EDGE-OF-PAVEMENT OF BOULDERCREST ROAD,
 AI6829'AND 34.2 FT (10.4 M) SOUTH OF THE EDGE-OF-PAVEMENT OF FLATSHOALS
 AI6829'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6830 ***********************************************************************
 AI6830  DESIGNATION -  1018
 AI6830  PID         -  AI6830
 AI6830  STATE/COUNTY-  GA/DE KALB
 AI6830  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6830
 AI6830                         *CURRENT SURVEY CONTROL
 AI6830  ___________________________________________________________________
 AI6830* NAD 83(1994)-  33 43 12.73876(N)    084 18 00.12754(W)     ADJUSTED  
 AI6830* NAVD 88     -       294.4    (meters)     966.     (feet)  GPS OBS   
 AI6830  ___________________________________________________________________
 AI6830  X           -     527,461.103 (meters)                     COMP
 AI6830  Y           -  -5,284,511.828 (meters)                     COMP
 AI6830  Z           -   3,520,822.345 (meters)                     COMP
 AI6830  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AI6830  ELLIP HEIGHT-         264.92  (meters)          (08/02/00) GPS OBS
 AI6830  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AI6830
 AI6830  HORZ ORDER  -  FIRST
 AI6830  ELLP ORDER  -  THIRD     CLASS II
 AI6830
 AI6830.The horizontal coordinates were established by GPS observations
 AI6830.and adjusted by the National Geodetic Survey in August 2000..
 AI6830
 AI6830.The orthometric height was determined by GPS observations and a
 AI6830.high-resolution geoid model.
 AI6830
 AI6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6830
 AI6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6830
 AI6830.The ellipsoidal height was determined by GPS observations
 AI6830.and is referenced to NAD 83.
 AI6830
 AI6830.The geoid height was determined by GEOID03.
 AI6830
 AI6830;                    North         East     Units Scale Factor Converg.
 AI6830;SPC GA W     -   412,479.979   687,639.737   MT  0.99990188   -0 04 26.5
 AI6830;SPC GA W     - 1,353,278.06  2,256,031.37   sFT  0.99990188   -0 04 26.5
 AI6830;UTM  16      - 3,734,407.474   750,186.186   MT  1.00037172   +1 29 58.7
 AI6830
 AI6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6830!SPC GA W     -   0.99995841  x   0.99990188  =   0.99986030
 AI6830!UTM  16      -   0.99995841  x   1.00037172  =   1.00033012
 AI6830
 AI6830                          SUPERSEDED SURVEY CONTROL
 AI6830
 AI6830.No superseded survey control is available for this station.
 AI6830
 AI6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5018634407(NAD 83)
 AI6830_MARKER: DD = SURVEY DISK
 AI6830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6830_STAMPING: 1018
 AI6830_MARK LOGO: GA-089
 AI6830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6830+STABILITY: SURFACE MOTION
 AI6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6830+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6830
 AI6830  HISTORY     - Date     Condition        Report By
 AI6830  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6830
 AI6830                          STATION DESCRIPTION
 AI6830
 AI6830'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6830'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTHWEST
 AI6830'OF THE COMMUNITY OF PANTHERSVILLE.  OWNERSHIP--MARK TRAIL PARK.
 AI6830'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6830'HIGHWAY 402 WITH STATE HIGHWAY 155 (CANDLER ROAD) BRIDGE (EXIT 33) ,
 AI6830'GO NORTHWEST 1.20 MI (1.93 KM) ON HIGHWAY 155 (CANDLER ROAD) TO TILSON
 AI6830'ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWESTERLY 1.40 MI (2.25 KM) ON
 AI6830'TILSON ROAD TO THE MARK TRAIL PARK ENTRANCE ROAD ON THE RIGHT, TURN
 AI6830'RIGHT AND GO NORTH 0.15 MI (0.24 KM) ON THE ENTRANCE ROAD TO THE
 AI6830'SWIMMING POOL PARKING LOT ON THE LEFT, TURN LEFT AND GO WEST TO THE
 AI6830'NORTHWEST CORNER OF PARKING LOT AND THE STATION AHEAD.
 AI6830'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6830'SURVEY DISK STAMPED --1018-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6830'DIAMETER CONCRETE POST.  THE STATION IS, 106.2 FT (32.4 M) NORTHWEST
 AI6830'OF A FIRE HYDRANT, 51.6 FT (15.7 M) EAST OF A LIGHT POLE, 47.0 FT
 AI6830'(14.3 M) NORTH OF A LIGHT POLE, AND NORTH OF THE BACK-OF-CURB OF
 AI6830'SWIMMING POLE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6831 ***********************************************************************
 AI6831  DESIGNATION -  1019
 AI6831  PID         -  AI6831
 AI6831  STATE/COUNTY-  GA/DE KALB
 AI6831  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6831
 AI6831                         *CURRENT SURVEY CONTROL
 AI6831  ___________________________________________________________________
 AI6831* NAD 83(1994)-  33 43 21.88844(N)    084 16 40.86990(W)     ADJUSTED  
 AI6831* NAVD 88     -       303.8    (meters)     997.     (feet)  GPS OBS   
 AI6831  ___________________________________________________________________
 AI6831  X           -     529,476.827 (meters)                     COMP
 AI6831  Y           -  -5,284,160.853 (meters)                     COMP
 AI6831  Z           -   3,521,062.074 (meters)                     COMP
 AI6831  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AI6831  ELLIP HEIGHT-         274.37  (meters)          (08/02/00) GPS OBS
 AI6831  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AI6831
 AI6831  HORZ ORDER  -  FIRST
 AI6831  ELLP ORDER  -  THIRD     CLASS II
 AI6831
 AI6831.The horizontal coordinates were established by GPS observations
 AI6831.and adjusted by the National Geodetic Survey in August 2000..
 AI6831
 AI6831.The orthometric height was determined by GPS observations and a
 AI6831.high-resolution geoid model.
 AI6831
 AI6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6831
 AI6831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6831
 AI6831.The ellipsoidal height was determined by GPS observations
 AI6831.and is referenced to NAD 83.
 AI6831
 AI6831.The geoid height was determined by GEOID03.
 AI6831
 AI6831;                    North         East     Units Scale Factor Converg.
 AI6831;SPC GA W     -   412,759.438   689,680.428   MT  0.99990131   -0 03 42.6
 AI6831;SPC GA W     - 1,354,194.92  2,262,726.54   sFT  0.99990131   -0 03 42.6
 AI6831;UTM  16      - 3,734,743.030   752,219.401   MT  1.00038432   +1 30 43.1
 AI6831
 AI6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6831!SPC GA W     -   0.99995693  x   0.99990131  =   0.99985824
 AI6831!UTM  16      -   0.99995693  x   1.00038432  =   1.00034123
 AI6831
 AI6831                          SUPERSEDED SURVEY CONTROL
 AI6831
 AI6831.No superseded survey control is available for this station.
 AI6831
 AI6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5221934743(NAD 83)
 AI6831_MARKER: DD = SURVEY DISK
 AI6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6831_STAMPING: 1019
 AI6831_MARK LOGO: GA-089
 AI6831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6831+STABILITY: SURFACE MOTION
 AI6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6831+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6831
 AI6831  HISTORY     - Date     Condition        Report By
 AI6831  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6831
 AI6831                          STATION DESCRIPTION
 AI6831
 AI6831'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6831'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTHWEST
 AI6831'OF THE COMMUNITY OF PANTHERSVILLE, DIRECTLY IN FRONT OF THE KELLEY
 AI6831'LEAKS FUNERAL HOME.
 AI6831'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6831'HIGHWAY 402 WITH STATE HIGHWAY 155 (CANDLER ROAD) BRIDGE (EXIT 33) ,
 AI6831'GO NORTHWEST 0.70 MI (1.13 KM) ON HIGHWAY 155 (CANDLER ROAD) TO TONEY
 AI6831'DRIVE ON THE RIGHT, CONTINUE NORTHWEST ON HIGHWAY 155 (CANDLER ROAD)
 AI6831'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 AI6831'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6831'SURVEY DISK STAMPED --1019-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6831'DIAMETER CONCRETE POST.  THE STATION IS, 195.2 FT (59.5 M) SOUTHWEST
 AI6831'OF A UTILITY POLE, 91.9 FT (28.0 M) NORTHWEST OF A TRAFFIC LIGHT POLE,
 AI6831'54.6 FT (16.6 M) SOUTHWEST OF EDGE-OF-SIDEWALK PARALLELING HIGHWAY 155
 AI6831'(CANDLER ROAD) , 53.1 FT (16.2 M) WEST OF UTILITY POLE, AND 8.3 FT
 AI6831'(2.5 M) EAST OF A LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0960 ***********************************************************************
 CK0960  DESIGNATION -  102
 CK0960  PID         -  CK0960
 CK0960  STATE/COUNTY-  GA/SCREVEN
 CK0960  USGS QUAD   -  DOVER (1978)
 CK0960
 CK0960                         *CURRENT SURVEY CONTROL
 CK0960  ___________________________________________________________________
 CK0960* NAD 83(1986)-  32 33 29.     (N)    081 40 26.     (W)     SCALED    
 CK0960* NAVD 88     -        30.710  (meters)     100.75   (feet)  ADJUSTED  
 CK0960  ___________________________________________________________________
 CK0960  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 CK0960  DYNAMIC HT  -          30.675 (meters)     100.64  (feet)  COMP
 CK0960  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CK0960
 CK0960  VERT ORDER  -  FIRST     CLASS II
 CK0960
 CK0960.The horizontal coordinates were scaled from a topographic map and have
 CK0960.an estimated accuracy of +/- 6 seconds.
 CK0960
 CK0960.The orthometric height was determined by differential leveling
 CK0960.and adjusted by the National Geodetic Survey in June 1991..
 CK0960
 CK0960.The geoid height was determined by GEOID03.
 CK0960
 CK0960.The dynamic height is computed by dividing the NAVD 88
 CK0960.geopotential number by the normal gravity value computed on the
 CK0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0960.degrees latitude (g = 980.6199 gals.).
 CK0960
 CK0960.The modeled gravity was interpolated from observed gravity values.
 CK0960
 CK0960;                    North         East    Units  Estimated Accuracy
 CK0960;SPC GA E     -   283,700.      246,280.      MT  (+/- 180 meters Scaled)
 CK0960
 CK0960                          SUPERSEDED SURVEY CONTROL
 CK0960
 CK0960  NGVD 29 (??/??/92)   30.951  (m)          101.55   (f) ADJ UNCH    1 2
 CK0960
 CK0960.Superseded values are not recommended for survey control.
 CK0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0960.See file dsdata.txt to determine how the superseded data were derived.
 CK0960
 CK0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS367024(NAD 83)
 CK0960_MARKER: P = PIPE CAP
 CK0960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0960_STAMPING: 101.555 102 1918
 CK0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0960
 CK0960  HISTORY     - Date     Condition        Report By
 CK0960  HISTORY     - 1918     MONUMENTED       USGS
 CK0960  HISTORY     - 1960     GOOD             NGS
 CK0960
 CK0960                          STATION DESCRIPTION
 CK0960
 CK0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK0960'2.8 MI ESE FROM DOVER.
 CK0960'ABOUT 2.8 MILES EAST-SOUTHEAST ALONG THE CENTRAL OF GEORGIA
 CK0960'RAILWAY FROM THE STATION AT DOVER, AT CAMERON, 0.45 MILE WEST OF
 CK0960'MILEPOST S 54, 92 FEET SOUTHEAST OF THE CENTER OF CROSSING, 23.3
 CK0960'FEET SOUTH OF THE SOUTH RAIL, 254 1/2 FEET EAST-SOUTHEAST OF THE
 CK0960'NORTHEAST CORNER OF TRESTLE NO. 54.5, ACROSS THE TRACK FROM
 CK0960'AND BETWEEN MILEAGE POLES 54+17 AND 54+18, 79 FEET SOUTHEAST OF
 CK0960'AND ACROSS THE TRACK FROM MILEAGE POLE 54+18, 1 FOOT SOUTH OF
 CK0960'A STEEL WITNESS POST, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 CK0960'PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1218 ***********************************************************************
 BS1218  DESIGNATION -  102 WLC USGS
 BS1218  PID         -  BS1218
 BS1218  STATE/COUNTY-  GA/BERRIEN
 BS1218  USGS QUAD   -  NASHVILLE WEST (1973)
 BS1218
 BS1218                         *CURRENT SURVEY CONTROL
 BS1218  ___________________________________________________________________
 BS1218* NAD 83(1986)-  31 13 35.     (N)    083 17 52.     (W)     SCALED    
 BS1218* NAVD 88     -        73.386  (meters)     240.77   (feet)  ADJUSTED  
 BS1218  ___________________________________________________________________
 BS1218  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BS1218  DYNAMIC HT  -          73.297 (meters)     240.48  (feet)  COMP
 BS1218  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 BS1218
 BS1218  VERT ORDER  -  SECOND    CLASS 0
 BS1218
 BS1218.The horizontal coordinates were scaled from a topographic map and have
 BS1218.an estimated accuracy of +/- 6 seconds.
 BS1218
 BS1218.The orthometric height was determined by differential leveling
 BS1218.and adjusted by the National Geodetic Survey in June 1991..
 BS1218
 BS1218.The geoid height was determined by GEOID03.
 BS1218
 BS1218.The dynamic height is computed by dividing the NAVD 88
 BS1218.geopotential number by the normal gravity value computed on the
 BS1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1218.degrees latitude (g = 980.6199 gals.).
 BS1218
 BS1218.The modeled gravity was interpolated from observed gravity values.
 BS1218
 BS1218;                    North         East    Units  Estimated Accuracy
 BS1218;SPC GA W     -   136,270.      782,780.      MT  (+/- 180 meters Scaled)
 BS1218
 BS1218                          SUPERSEDED SURVEY CONTROL
 BS1218
 BS1218  NGVD 29 (??/??/92)   73.59   (m)          241.4    (f) COMPUTED    2 0
 BS1218
 BS1218.Superseded values are not recommended for survey control.
 BS1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1218.See file dsdata.txt to determine how the superseded data were derived.
 BS1218
 BS1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ811569(NAD 83)
 BS1218_MARKER: DD = SURVEY DISK
 BS1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1218_SP_SET: CULVERT
 BS1218_STAMPING: 102 WLC 1972
 BS1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1218
 BS1218  HISTORY     - Date     Condition        Report By
 BS1218  HISTORY     - 1972     MONUMENTED       USGS
 BS1218  HISTORY     - 1973     GOOD             NGS
 BS1218
 BS1218                          STATION DESCRIPTION
 BS1218
 BS1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1218'3.3 MI NW FROM NASHVILLE.
 BS1218'ABOUT 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1218'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1218'125 AND 76 AT NASHVILLE, 128 YARDS SOUTHEAST OF A JUNCTION OF THE
 BS1218'HIGHWAY AND COUNTY ROAD 149, 16 FEET NORTHEAST OF THE CENTER LINE OF
 BS1218'THE HIGHWAY, SET IN THE TOP AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST
 BS1218'END OF THE NORTHEAST CONCRETE HEADWALL FOR A 5-FOOT CONCRETE BOX
 BS1218'CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH THE SURFACE OF THE
 BS1218'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6832 ***********************************************************************
 AI6832  DESIGNATION -  1020
 AI6832  PID         -  AI6832
 AI6832  STATE/COUNTY-  GA/DE KALB
 AI6832  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6832
 AI6832                         *CURRENT SURVEY CONTROL
 AI6832  ___________________________________________________________________
 AI6832* NAD 83(1994)-  33 43 44.68824(N)    084 15 32.73715(W)     ADJUSTED  
 AI6832* NAVD 88     -       289.6    (meters)     950.     (feet)  GPS OBS   
 AI6832  ___________________________________________________________________
 AI6832  X           -     531,182.050 (meters)                     COMP
 AI6832  Y           -  -5,283,585.849 (meters)                     COMP
 AI6832  Z           -   3,521,638.473 (meters)                     COMP
 AI6832  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI6832  ELLIP HEIGHT-         260.19  (meters)          (08/02/00) GPS OBS
 AI6832  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AI6832
 AI6832  HORZ ORDER  -  FIRST
 AI6832  ELLP ORDER  -  THIRD     CLASS II
 AI6832
 AI6832.The horizontal coordinates were established by GPS observations
 AI6832.and adjusted by the National Geodetic Survey in August 2000..
 AI6832
 AI6832.The orthometric height was determined by GPS observations and a
 AI6832.high-resolution geoid model.
 AI6832
 AI6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6832
 AI6832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6832
 AI6832.The ellipsoidal height was determined by GPS observations
 AI6832.and is referenced to NAD 83.
 AI6832
 AI6832.The geoid height was determined by GEOID03.
 AI6832
 AI6832;                    North         East     Units Scale Factor Converg.
 AI6832;SPC GA W     -   413,460.107   691,434.995   MT  0.99990090   -0 03 04.8
 AI6832;SPC GA W     - 1,356,493.70  2,268,482.98   sFT  0.99990090   -0 03 04.8
 AI6832;UTM  16      - 3,735,491.994   753,954.909   MT  1.00039515   +1 31 21.9
 AI6832
 AI6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6832!SPC GA W     -   0.99995915  x   0.99990090  =   0.99986006
 AI6832!UTM  16      -   0.99995915  x   1.00039515  =   1.00035429
 AI6832
 AI6832                          SUPERSEDED SURVEY CONTROL
 AI6832
 AI6832.No superseded survey control is available for this station.
 AI6832
 AI6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5395535492(NAD 83)
 AI6832_MARKER: DD = SURVEY DISK
 AI6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6832_STAMPING: 1020
 AI6832_MARK LOGO: GA-089
 AI6832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6832+STABILITY: SURFACE MOTION
 AI6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6832+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6832
 AI6832  HISTORY     - Date     Condition        Report By
 AI6832  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6832
 AI6832                          STATION DESCRIPTION
 AI6832
 AI6832'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6832'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6832'THE COMMUNITY OF PANTHERSVILLE, SET BETWEEN THE WADSWORTH ELEMENTARY
 AI6832'SCHOOL SIGN AND THE FLAGPOLE.  OWNERSHIP--WADSWORTH ELEMENTARY SCHOOL.
 AI6832'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6832'HIGHWAY 402 WITH STATE HIGHWAY 155 (CANDLER ROAD) BRIDGE (EXIT 33) ,
 AI6832'GO NORTHWEST 1.35 MI (2.17 KM) ON HIGHWAY 155 (CANDLER ROAD) TO THE
 AI6832'JUNCTION OF MCAFEE ROAD WITH HIGHWAY 155 (CANDLER AVENUE) , TURN RIGHT
 AI6832'AND GO EAST 1.10 MI (1.77 KM) ON MCAFEE ROAD TO THE JUNCTION OF
 AI6832'ROSEWOOD ROAD WITH MCAFEE ROAD, TURN RIGHT AND GO SOUTH 0.10 MI (0.16
 AI6832'KM) ON ROSEWOOD ROAD TO SANDUSKY DRIVE ON THE LEFT, TURN LEFT AND GO
 AI6832'EAST 0.15 MI (0.24 KM) ON SANDUSKY DRIVE TO GREEN FOREST DRIVE ON THE
 AI6832'RIGHT, TURN RIGHT AND GO SOUTH 0.05 MI (0.08 KM) ON GREEN FOREST DRIVE
 AI6832'TO THE STATION ON THE LEFT.
 AI6832'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6832'SURVEY DISK STAMPED --1020-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6832'DIAMETER CONCRETE POST.  THE STATION IS, 156.6 SOUTH OF A LIGHT POLE,
 AI6832'86.3 FT (26.3 M) NORTHWEST OF THE SOUTHWEST CORNER OF SCHOOL BUILDING,
 AI6832'69.0 FT (21.0 M) EAST OF A FIRE HYDRANT, 21.6 FT (6.6 M) WEST OF THE
 AI6832'BACK-OF-CURB OF THE ENTRANCE DRIVE FOR THE SCHOOL, 21.5 FT (6.6 M)
 AI6832'WEST OF THE SCHOOL FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6833 ***********************************************************************
 AI6833  DESIGNATION -  1021
 AI6833  PID         -  AI6833
 AI6833  STATE/COUNTY-  GA/DE KALB
 AI6833  USGS QUAD   -  REDAN (1983)
 AI6833
 AI6833                         *CURRENT SURVEY CONTROL
 AI6833  ___________________________________________________________________
 AI6833* NAD 83(1994)-  33 43 38.18077(N)    084 14 05.91127(W)     ADJUSTED  
 AI6833* NAVD 88     -       278.0    (meters)     912.     (feet)  GPS OBS   
 AI6833  ___________________________________________________________________
 AI6833  X           -     533,416.309 (meters)                     COMP
 AI6833  Y           -  -5,283,462.953 (meters)                     COMP
 AI6833  Z           -   3,521,465.275 (meters)                     COMP
 AI6833  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AI6833  ELLIP HEIGHT-         248.59  (meters)          (08/02/00) GPS OBS
 AI6833  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AI6833
 AI6833  HORZ ORDER  -  FIRST
 AI6833  ELLP ORDER  -  THIRD     CLASS II
 AI6833
 AI6833.The horizontal coordinates were established by GPS observations
 AI6833.and adjusted by the National Geodetic Survey in August 2000..
 AI6833
 AI6833.The orthometric height was determined by GPS observations and a
 AI6833.high-resolution geoid model.
 AI6833
 AI6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6833
 AI6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6833
 AI6833.The ellipsoidal height was determined by GPS observations
 AI6833.and is referenced to NAD 83.
 AI6833
 AI6833.The geoid height was determined by GEOID03.
 AI6833
 AI6833;                    North         East     Units Scale Factor Converg.
 AI6833;SPC GA W     -   413,257.888   693,669.853   MT  0.99990049   -0 02 16.5
 AI6833;SPC GA W     - 1,355,830.25  2,275,815.18   sFT  0.99990049   -0 02 16.5
 AI6833;UTM  16      - 3,735,351.170   756,195.601   MT  1.00040924   +1 32 09.9
 AI6833
 AI6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6833!SPC GA W     -   0.99996098  x   0.99990049  =   0.99986147
 AI6833!UTM  16      -   0.99996098  x   1.00040924  =   1.00037020
 AI6833
 AI6833                          SUPERSEDED SURVEY CONTROL
 AI6833
 AI6833.No superseded survey control is available for this station.
 AI6833
 AI6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5619635351(NAD 83)
 AI6833_MARKER: DD = SURVEY DISK
 AI6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6833_STAMPING: 1021
 AI6833_MARK LOGO: GA-089
 AI6833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6833+STABILITY: SURFACE MOTION
 AI6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6833+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6833
 AI6833  HISTORY     - Date     Condition        Report By
 AI6833  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6833
 AI6833                          STATION DESCRIPTION
 AI6833
 AI6833'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6833'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTHWEST
 AI6833'OF THE COMMUNITY OF WESLEY CHAPEL, IN-LINE WITH THE CENTERLINE OF
 AI6833'SNAPFINGER ROAD WHERE THE ROAD BENDS TO THE WEST, AFTER THE
 AI6833'INTERSECTION WITH AUSTIN ROAD.
 AI6833'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6833'HIGHWAY 407 WITH STATE HIGHWAY 260 (GLENWOOD ROAD) BRIDGE (EXIT 34) ,
 AI6833'GO WEST 0.15 MI (0.24 KM) ON HIGHWAY 260 (GLENWOOD ROAD) TO THE
 AI6833'JUNCTION OF AUSTIN ROAD WITH HIGHWAY 260 (GLENWOOD ROAD) , TURN LEFT
 AI6833'AND GO SOUTH 0.70 MI (1.13 KM) ON AUSTIN ROAD TO THE INTERSECTION OF
 AI6833'AUSTIN ROAD WITH SNAPFINGER ROAD AND THE STATION ON THE LEFT.
 AI6833'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6833'SURVEY DISK STAMPED -1021-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6833'DIAMETER CONCRETE POST.  THE STATION IS, 87.4 FT (26.6 M) SOUTHWEST OF
 AI6833'THE SOUTHWEST CORNER OF A CHURCH BUILDING, 79.3 FT (24.2 M) NORTHEAST
 AI6833'OF THE EDGE-OF-PAVEMENT OF SNAPFINGER ROAD, AND 74.2 FT (22.6 M)
 AI6833'SOUTHEAST OF A TRAFFIC POLE NORTHEAST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6834 ***********************************************************************
 AI6834  DESIGNATION -  1022
 AI6834  PID         -  AI6834
 AI6834  STATE/COUNTY-  GA/DE KALB
 AI6834  USGS QUAD   -  REDAN (1983)
 AI6834
 AI6834                         *CURRENT SURVEY CONTROL
 AI6834  ___________________________________________________________________
 AI6834* NAD 83(1994)-  33 42 34.42633(N)    084 13 03.72562(W)     ADJUSTED  
 AI6834* NAVD 88     -       286.6    (meters)     940.     (feet)  GPS OBS   
 AI6834  ___________________________________________________________________
 AI6834  X           -     535,119.754 (meters)                     COMP
 AI6834  Y           -  -5,284,393.954 (meters)                     COMP
 AI6834  Z           -   3,519,836.157 (meters)                     COMP
 AI6834  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AI6834  ELLIP HEIGHT-         257.24  (meters)          (08/02/00) GPS OBS
 AI6834  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI6834
 AI6834  HORZ ORDER  -  FIRST
 AI6834  ELLP ORDER  -  THIRD     CLASS II
 AI6834
 AI6834.The horizontal coordinates were established by GPS observations
 AI6834.and adjusted by the National Geodetic Survey in August 2000..
 AI6834
 AI6834.The orthometric height was determined by GPS observations and a
 AI6834.high-resolution geoid model.
 AI6834
 AI6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6834
 AI6834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6834
 AI6834.The ellipsoidal height was determined by GPS observations
 AI6834.and is referenced to NAD 83.
 AI6834
 AI6834.The geoid height was determined by GEOID03.
 AI6834
 AI6834;                    North         East     Units Scale Factor Converg.
 AI6834;SPC GA W     -   411,292.861   695,269.639   MT  0.99990028   -0 01 42.0
 AI6834;SPC GA W     - 1,349,383.33  2,281,063.81   sFT  0.99990028   -0 01 42.0
 AI6834;UTM  16      - 3,733,429.830   757,849.597   MT  1.00041973   +1 32 41.9
 AI6834
 AI6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6834!SPC GA W     -   0.99995962  x   0.99990028  =   0.99985990
 AI6834!UTM  16      -   0.99995962  x   1.00041973  =   1.00037933
 AI6834
 AI6834                          SUPERSEDED SURVEY CONTROL
 AI6834
 AI6834.No superseded survey control is available for this station.
 AI6834
 AI6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5785033430(NAD 83)
 AI6834_MARKER: DD = SURVEY DISK
 AI6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6834_STAMPING: 1022
 AI6834_MARK LOGO: GA-089
 AI6834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6834+STABILITY: SURFACE MOTION
 AI6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6834+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6834
 AI6834  HISTORY     - Date     Condition        Report By
 AI6834  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6834
 AI6834                          STATION DESCRIPTION
 AI6834
 AI6834'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6834'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6834'COMMUNITY OF WESLEY CHAPEL.
 AI6834'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6834'HIGHWAY 402 WITH WESLEY CHAPEL ROAD BRIDGE (EXIT 36) , GO SOUTH 0.2 MI
 AI6834'(0.3 KM) ON WESLEY CHAPEL ROAD TO THE STATION ON THE LEFT, JUST BEFORE
 AI6834'THE INTERSECTION OF OLD WESLEY CHAPEL ROAD.
 AI6834'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6834'SURVEY DISK STAMPED -1022-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6834'DIAMETER CONCRETE POST.  THE STATION IS, 74.2 FT (22.6 M) NORTHWEST OF
 AI6834'A LIGHT POLE, 60.0 FT (18.3 M) NORTHEAST OF A SPEED LIMIT TRAFFIC
 AI6834'SIGN, 30.4 SOUTH OF THE BACK-OF-CURB OF THE ENTRANCE DRIVE TO A CAR
 AI6834'PARK AND A DAIRY QUEEN, 26.3 FT (8.0 M) SOUTHEAST OF THE POST FOR A
 AI6834'BUS STOP SIGN, AND 24.3 FT (7.4 M) EAST OF THE BACK-OF-CURB OF WESLEY
 AI6834'CHAPEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6835 ***********************************************************************
 AI6835  DESIGNATION -  1023
 AI6835  PID         -  AI6835
 AI6835  STATE/COUNTY-  GA/DE KALB
 AI6835  USGS QUAD   -  REDAN (1983)
 AI6835
 AI6835                         *CURRENT SURVEY CONTROL
 AI6835  ___________________________________________________________________
 AI6835* NAD 83(1994)-  33 42 35.47944(N)    084 10 40.23769(W)     ADJUSTED  
 AI6835* NAVD 88     -       279.7    (meters)     918.     (feet)  GPS OBS   
 AI6835  ___________________________________________________________________
 AI6835  X           -     538,793.297 (meters)                     COMP
 AI6835  Y           -  -5,283,996.778 (meters)                     COMP
 AI6835  Z           -   3,519,859.309 (meters)                     COMP
 AI6835  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AI6835  ELLIP HEIGHT-         250.32  (meters)          (08/02/00) GPS OBS
 AI6835  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AI6835
 AI6835  HORZ ORDER  -  FIRST
 AI6835  ELLP ORDER  -  THIRD     CLASS II
 AI6835
 AI6835.The horizontal coordinates were established by GPS observations
 AI6835.and adjusted by the National Geodetic Survey in August 2000..
 AI6835
 AI6835.The orthometric height was determined by GPS observations and a
 AI6835.high-resolution geoid model.
 AI6835
 AI6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6835
 AI6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6835
 AI6835.The ellipsoidal height was determined by GPS observations
 AI6835.and is referenced to NAD 83.
 AI6835
 AI6835.The geoid height was determined by GEOID03.
 AI6835
 AI6835;                    North         East     Units Scale Factor Converg.
 AI6835;SPC GA W     -   411,324.192   698,964.009   MT  0.99990001   -0 00 22.3
 AI6835;SPC GA W     - 1,349,486.12  2,293,184.42   sFT  0.99990001   -0 00 22.3
 AI6835;UTM  16      - 3,733,562.653   761,543.676   MT  1.00044339   +1 34 01.7
 AI6835
 AI6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6835!SPC GA W     -   0.99996070  x   0.99990001  =   0.99986072
 AI6835!UTM  16      -   0.99996070  x   1.00044339  =   1.00040408
 AI6835
 AI6835                          SUPERSEDED SURVEY CONTROL
 AI6835
 AI6835.No superseded survey control is available for this station.
 AI6835
 AI6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6154433563(NAD 83)
 AI6835_MARKER: DD = SURVEY DISK
 AI6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6835_STAMPING: 1023
 AI6835_MARK LOGO: GA-089
 AI6835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6835+STABILITY: SURFACE MOTION
 AI6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6835+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6835
 AI6835  HISTORY     - Date     Condition        Report By
 AI6835  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6835
 AI6835                          STATION DESCRIPTION
 AI6835
 AI6835'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6835'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6835'COMMUNITY OF BELMONT.  OWNERSHIP--SOUTHEASTERN DIE COMPANY, 5205
 AI6835'SNAPFINGER WOODS DRIVE.
 AI6835'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6835'HIGHWAY 402 WITH PANOLA ROAD BRIDGE (EXIT 37) , GO NORTH 0.35 MI (0.56
 AI6835'KM) ON PANOLA ROAD TO SNAPFINGER WOODS DRIVE ON THE LEFT, TURN LEFT
 AI6835'AND GO WEST 0.30 MI (0.48 KM) ON SNAPFINGER WOODS DRIVE TO THE STATION
 AI6835'ON THE LEFT.
 AI6835'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6835'SURVEY DISK STAMPED -1023-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6835'DIAMETER CONCRETE POST.  THE STATION IS, 35.4 FT (10.8 M) SOUTH OF THE
 AI6835'EDGE-OF-PAVEMENT OF SNAPFINGER WOODS DRIVE, 32.9 FT (10.0 M) WEST OF
 AI6835'THE SOUTH CORNER OF SIGN --SOUTHEASTERN--, AND 24.8 FT (7.6 M) SOUTH
 AI6835'OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6836 ***********************************************************************
 AI6836  DESIGNATION -  1024
 AI6836  PID         -  AI6836
 AI6836  STATE/COUNTY-  GA/DE KALB
 AI6836  USGS QUAD   -  REDAN (1983)
 AI6836
 AI6836                         *CURRENT SURVEY CONTROL
 AI6836  ___________________________________________________________________
 AI6836* NAD 83(1994)-  33 42 50.64728(N)    084 09 06.12676(W)     ADJUSTED  
 AI6836* NAVD 88     -       257.6    (meters)     845.     (feet)  GPS OBS   
 AI6836  ___________________________________________________________________
 AI6836  X           -     541,175.835 (meters)                     COMP
 AI6836  Y           -  -5,283,474.140 (meters)                     COMP
 AI6836  Z           -   3,520,235.842 (meters)                     COMP
 AI6836  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AI6836  ELLIP HEIGHT-         228.30  (meters)          (08/02/00) GPS OBS
 AI6836  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AI6836
 AI6836  HORZ ORDER  -  FIRST
 AI6836  ELLP ORDER  -  THIRD     CLASS II
 AI6836
 AI6836.The horizontal coordinates were established by GPS observations
 AI6836.and adjusted by the National Geodetic Survey in August 2000..
 AI6836
 AI6836.The orthometric height was determined by GPS observations and a
 AI6836.high-resolution geoid model.
 AI6836
 AI6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6836
 AI6836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6836
 AI6836.The ellipsoidal height was determined by GPS observations
 AI6836.and is referenced to NAD 83.
 AI6836
 AI6836.The geoid height was determined by GEOID03.
 AI6836
 AI6836;                    North         East     Units Scale Factor Converg.
 AI6836;SPC GA W     -   411,791.516   701,386.995   MT  0.99990002   +0 00 29.9
 AI6836;SPC GA W     - 1,351,019.33  2,301,133.83   sFT  0.99990002   +0 00 29.9
 AI6836;UTM  16      - 3,734,096.626   763,954.245   MT  1.00045901   +1 34 54.7
 AI6836
 AI6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6836!SPC GA W     -   0.99996416  x   0.99990002  =   0.99986418
 AI6836!UTM  16      -   0.99996416  x   1.00045901  =   1.00042315
 AI6836
 AI6836                          SUPERSEDED SURVEY CONTROL
 AI6836
 AI6836.No superseded survey control is available for this station.
 AI6836
 AI6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6395434097(NAD 83)
 AI6836_MARKER: DD = SURVEY DISK
 AI6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6836_STAMPING: 1024
 AI6836_MARK LOGO: GA-089
 AI6836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6836+STABILITY: SURFACE MOTION
 AI6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6836+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6836
 AI6836  HISTORY     - Date     Condition        Report By
 AI6836  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6836
 AI6836                          STATION DESCRIPTION
 AI6836
 AI6836'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6836'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6836'COMMUNITY OF BELMONT, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 AI6836'ACCESS ROADS, NORTH OF THE PUBLIC BATHROOM FACILITY.
 AI6836'OWNERSHIP--SOUTHEAST ATHLETIC COMPLEX.
 AI6836'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6836'HIGHWAY 402 WITH PANOLA ROAD BRIDGE (EXIT 37) , GO NORTH 1.50 MI (2.41
 AI6836'KM) ON PANOLA ROAD TO THE JUNCTION OF PANOLA ROAD WITH US HIGHWAY 278
 AI6836'AND STATE HIGHWAY 12 (COVINGTON HIGHWAY) , TURN RIGHT AND GO EAST 1.00
 AI6836'MI (1.61 KM) ON HIGHWAYS 278 AND 12 (COVINGTON HIGHWAY) TO HILLVALE
 AI6836'ROAD ON THE RIGHT, TURN RIGHT AND GO 0.10 MI (0.16 KM) ON HILLVALE
 AI6836'ROAD TO THE SECOND ENTRANCE ROAD FOR THE SOUTHEAST ATHLETIC COMPLEX
 AI6836'ACCESS ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH 0.20 MI (0.32 KM) ON
 AI6836'THE ACCESS ROAD TO THE STATION ON THE LEFT.
 AI6836'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6836'SURVEY DISK STAMPED -1024-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6836'DIAMETER CONCRETE POST.  THE STATION IS, 61.5 FT (18.7 M) WEST OF THE
 AI6836'CENTER OF THE ACCESS GATE FOR A PARKING AREA, 34.3 FT (10.5 M)
 AI6836'SOUTHEAST OF A LIGHT POLE, AND 6.6 FT (2.0 M) SOUTH OF THE
 AI6836'EDGE-OF-PAVEMENT OF THE ACCESS ROAD TO THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6837 ***********************************************************************
 AI6837  DESIGNATION -  1025
 AI6837  PID         -  AI6837
 AI6837  STATE/COUNTY-  GA/DE KALB
 AI6837  USGS QUAD   -  CONYERS (1982)
 AI6837
 AI6837                         *CURRENT SURVEY CONTROL
 AI6837  ___________________________________________________________________
 AI6837* NAD 83(1994)-  33 42 09.55297(N)    084 05 24.13406(W)     ADJUSTED  
 AI6837* NAVD 88     -       277.4    (meters)     910.     (feet)  GPS OBS   
 AI6837  ___________________________________________________________________
 AI6837  X           -     546,935.919 (meters)                     COMP
 AI6837  Y           -  -5,283,604.031 (meters)                     COMP
 AI6837  Z           -   3,519,193.571 (meters)                     COMP
 AI6837  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AI6837  ELLIP HEIGHT-         248.17  (meters)          (08/02/00) GPS OBS
 AI6837  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AI6837
 AI6837  HORZ ORDER  -  FIRST
 AI6837  ELLP ORDER  -  THIRD     CLASS II
 AI6837
 AI6837.The horizontal coordinates were established by GPS observations
 AI6837.and adjusted by the National Geodetic Survey in August 2000..
 AI6837
 AI6837.The orthometric height was determined by GPS observations and a
 AI6837.high-resolution geoid model.
 AI6837
 AI6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6837
 AI6837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6837
 AI6837.The ellipsoidal height was determined by GPS observations
 AI6837.and is referenced to NAD 83.
 AI6837
 AI6837.The geoid height was determined by GEOID03.
 AI6837
 AI6837;                    North         East     Units Scale Factor Converg.
 AI6837;SPC GA W     -   410,528.049   707,103.255   MT  0.99990062   +0 02 33.1
 AI6837;SPC GA W     - 1,346,874.11  2,319,887.93   sFT  0.99990062   +0 02 33.1
 AI6837;UTM  16      - 3,732,989.946   769,706.361   MT  1.00049686   +1 36 56.4
 AI6837
 AI6837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6837!SPC GA W     -   0.99996104  x   0.99990062  =   0.99986167
 AI6837!UTM  16      -   0.99996104  x   1.00049686  =   1.00045788
 AI6837
 AI6837                          SUPERSEDED SURVEY CONTROL
 AI6837
 AI6837.No superseded survey control is available for this station.
 AI6837
 AI6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6970632990(NAD 83)
 AI6837_MARKER: DD = SURVEY DISK
 AI6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6837_STAMPING: 1025
 AI6837_MARK LOGO: GA-089
 AI6837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6837+STABILITY: SURFACE MOTION
 AI6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6837+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6837
 AI6837  HISTORY     - Date     Condition        Report By
 AI6837  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6837
 AI6837                          STATION DESCRIPTION
 AI6837
 AI6837'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6837'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6837'COMMUNITY OF COLLINSVILLE, IN THE NORTHWEST QUADRANT OF THE JUNCTION
 AI6837'OF COVINGTON HIGHWAY WITH STATE HIGHWAY 124 (TURNER HILL ROAD)
 AI6837'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6837'HIGHWAY 402 WITH STATE HIGHWAY 124 (TURNER HILL ROAD) BRIDGE (EXIT 39)
 AI6837', GO NORTH 0.15 MI (0.24 KM) ON HIGHWAY 124 (TURNER HILL ROAD) TO THE
 AI6837'JUNCTION OF HIGHWAY 124 (TURNER HILL ROAD) WITH COVINGTON HIGHWAY,
 AI6837'CONTINUE NORTH 100 FT (30.5 M) CROSSING THE RAILROAD TRACK TO A ACCESS
 AI6837'ROAD AND STATION ON THE LEFT.
 AI6837'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6837'SURVEY DISK STAMPED --1025-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6837'DIAMETER CONCRETE POST.  THE STATION IS, 111.7 FT (34.0 M) NORTHWEST
 AI6837'OF A UTILITY POLE, 69.6 FT (21.2 M) NORTHEAST OF A UTILITY POLE, AND
 AI6837'67.3 FT (20.5 M) NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6838 ***********************************************************************
 AI6838  DESIGNATION -  1026
 AI6838  PID         -  AI6838
 AI6838  STATE/COUNTY-  GA/DE KALB
 AI6838  USGS QUAD   -  CONYERS (1982)
 AI6838
 AI6838                         *CURRENT SURVEY CONTROL
 AI6838  ___________________________________________________________________
 AI6838* NAD 83(1994)-  33 44 17.67533(N)    084 05 06.59725(W)     ADJUSTED  
 AI6838* NAVD 88     -       280.4    (meters)     920.     (feet)  GPS OBS   
 AI6838  ___________________________________________________________________
 AI6838  X           -     547,159.548 (meters)                     COMP
 AI6838  Y           -  -5,281,380.072 (meters)                     COMP
 AI6838  Z           -   3,522,478.665 (meters)                     COMP
 AI6838  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AI6838  ELLIP HEIGHT-         251.07  (meters)          (08/02/00) GPS OBS
 AI6838  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AI6838
 AI6838  HORZ ORDER  -  FIRST
 AI6838  ELLP ORDER  -  THIRD     CLASS II
 AI6838
 AI6838.The horizontal coordinates were established by GPS observations
 AI6838.and adjusted by the National Geodetic Survey in August 2000..
 AI6838
 AI6838.The orthometric height was determined by GPS observations and a
 AI6838.high-resolution geoid model.
 AI6838
 AI6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6838
 AI6838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6838
 AI6838.The ellipsoidal height was determined by GPS observations
 AI6838.and is referenced to NAD 83.
 AI6838
 AI6838.The geoid height was determined by GEOID03.
 AI6838
 AI6838;                    North         East     Units Scale Factor Converg.
 AI6838;SPC GA W     -   414,475.499   707,551.693   MT  0.99990070   +0 02 43.0
 AI6838;SPC GA W     - 1,359,825.03  2,321,359.18   sFT  0.99990070   +0 02 43.0
 AI6838;UTM  16      - 3,736,950.589   770,046.412   MT  1.00049912   +1 37 11.6
 AI6838
 AI6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6838!SPC GA W     -   0.99996059  x   0.99990070  =   0.99986129
 AI6838!UTM  16      -   0.99996059  x   1.00049912  =   1.00045969
 AI6838
 AI6838                          SUPERSEDED SURVEY CONTROL
 AI6838
 AI6838.No superseded survey control is available for this station.
 AI6838
 AI6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7004636951(NAD 83)
 AI6838_MARKER: DD = SURVEY DISK
 AI6838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6838_STAMPING: 1026
 AI6838_MARK LOGO: GA-089
 AI6838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6838+STABILITY: SURFACE MOTION
 AI6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6838+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6838
 AI6838  HISTORY     - Date     Condition        Report By
 AI6838  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6838
 AI6838                          STATION DESCRIPTION
 AI6838
 AI6838'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6838'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6838'COMMUNITY OF ROCK CHAPEL.  OWNERSHIP--PEACHCREST CHURCH.
 AI6838'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6838'HIGHWAY 402 WITH STATE HIGHWAY 124 (TURNER HILL ROAD) BRIDGE (EXIT 39)
 AI6838', GO NORTH 1.65 MI (2.66 KM) ON HIGHWAY 124 (TURNER HILL ROAD) TO THE
 AI6838'JUNCTION OF HIGHWAY 124 (TURNER HILL ROAD, UNION GROVE ROAD, AND ROCK
 AI6838'CHAPEL ROAD, CONTINUE NORTH 0.85 MI (1.37 KM) ON HIGHWAY 124 (ROCK
 AI6838'CHAPEL ROAD) TO PLEASANT HILL ROAD ON THE RIGHT, CONTINUE NORTH 0.25
 AI6838'MI (0.40 KM) ON HIGHWAY 124 (ROCK CHAPEL ROAD) TO THE STATION ON THE
 AI6838'RIGHT.
 AI6838'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6838'SURVEY DISK STAMPED --1026-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6838'DIAMETER CONCRETE POST.  THE STATION IS, 78.5 FT (23.9 M) SOUTHEAST OF
 AI6838'THE EDGE-OF-PAVEMENT OF HIGHWAY 124 (ROCK CHAPEL ROAD) , 68.8 FT (21.0
 AI6838'M) SOUTH-SOUTHEAST OF A UTILITY POLE, AND 16.7 FT (5.1 M) SOUTH OF THE
 AI6838'WEST CORNER OF THE PEACHCREST CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6839 ***********************************************************************
 AI6839  DESIGNATION -  1027
 AI6839  PID         -  AI6839
 AI6839  STATE/COUNTY-  GA/DE KALB
 AI6839  USGS QUAD   -  REDAN (1983)
 AI6839
 AI6839                         *CURRENT SURVEY CONTROL
 AI6839  ___________________________________________________________________
 AI6839* NAD 83(1994)-  33 44 16.52383(N)    084 08 32.66111(W)     ADJUSTED  
 AI6839* NAVD 88     -       287.7    (meters)     944.     (feet)  GPS OBS   
 AI6839  ___________________________________________________________________
 AI6839  X           -     541,885.670 (meters)                     COMP
 AI6839  Y           -  -5,281,949.696 (meters)                     COMP
 AI6839  Z           -   3,522,453.210 (meters)                     COMP
 AI6839  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AI6839  ELLIP HEIGHT-         258.36  (meters)          (08/02/00) GPS OBS
 AI6839  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AI6839
 AI6839  HORZ ORDER  -  FIRST
 AI6839  ELLP ORDER  -  THIRD     CLASS II
 AI6839
 AI6839.The horizontal coordinates were established by GPS observations
 AI6839.and adjusted by the National Geodetic Survey in August 2000..
 AI6839
 AI6839.The orthometric height was determined by GPS observations and a
 AI6839.high-resolution geoid model.
 AI6839
 AI6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6839
 AI6839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6839
 AI6839.The ellipsoidal height was determined by GPS observations
 AI6839.and is referenced to NAD 83.
 AI6839
 AI6839.The geoid height was determined by GEOID03.
 AI6839
 AI6839;                    North         East     Units Scale Factor Converg.
 AI6839;SPC GA W     -   414,437.306   702,247.964   MT  0.99990006   +0 00 48.5
 AI6839;SPC GA W     - 1,359,699.73  2,303,958.53   sFT  0.99990006   +0 00 48.5
 AI6839;UTM  16      - 3,736,766.566   764,742.655   MT  1.00046414   +1 35 16.9
 AI6839
 AI6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6839!SPC GA W     -   0.99995944  x   0.99990006  =   0.99985951
 AI6839!UTM  16      -   0.99995944  x   1.00046414  =   1.00042356
 AI6839
 AI6839                          SUPERSEDED SURVEY CONTROL
 AI6839
 AI6839.No superseded survey control is available for this station.
 AI6839
 AI6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6474336767(NAD 83)
 AI6839_MARKER: DD = SURVEY DISK
 AI6839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6839_STAMPING: 1027
 AI6839_MARK LOGO: GA-089
 AI6839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6839+STABILITY: SURFACE MOTION
 AI6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6839+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6839
 AI6839  HISTORY     - Date     Condition        Report By
 AI6839  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6839
 AI6839                          STATION DESCRIPTION
 AI6839
 AI6839'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6839'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6839'COMMUNITY OF REDAN, NORTH OF THE SOUTH ENTRANCE ROAD TO THE CHURCH OF
 AI6839'CHRIST OUR LORD.  OWNERSHIP--CHRIST OUR LORD CATHOLIC CHURCH.
 AI6839'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6839'HIGHWAY 402 WITH PANOLA ROAD BRIDGE (EXIT 37) , GO NORTH 1.50 MI (2.41
 AI6839'KM) ON PANOLA ROAD TO THE JUNCTION OF US HIGHWAY 278 AND STATE HIGHWAY
 AI6839'12 (COVINGTON HIGHWAY) , TURN RIGHT AND GO EAST 0.70 MI (1.13 KM) ON
 AI6839'HIGHWAYS 278 AND 12 (COVINGTON HIGHWAY) TO WHERE WELLBORN ROAD ANGLES
 AI6839'TO THE LEFT, TURN LEFT AND GO NORTHEAST AND NORTH 1.30 MI (2.09 KM) ON
 AI6839'WELLBORN ROAD AND THE STATION ON THE LEFT.
 AI6839'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6839'SURVEY DISK STAMPED --1027-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6839'DIAMETER CONCRETE POST.  THE STATION IS, 75.5 FT (23.0 M) SOUTHEAST OF
 AI6839'A UTILITY POLE, 73.3 FT (22.3 M) NORTHEAST OF A DROP INLET, 68.7 FT
 AI6839'(20.9 M) NORTH OF THE EDGE-OF-PAVEMENT OF THE ENTRANCE DRIVE, 56.2 FT
 AI6839'(17.1 M) EAST OF THE BACK-OF-CURB OF WELLBORN ROAD, AND 24.5 FT (7.5
 AI6839'M) SOUTH OF THE WEST MOST SIGN POST FOR CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6840 ***********************************************************************
 AI6840  DESIGNATION -  1028
 AI6840  PID         -  AI6840
 AI6840  STATE/COUNTY-  GA/DE KALB
 AI6840  USGS QUAD   -  REDAN (1983)
 AI6840
 AI6840                         *CURRENT SURVEY CONTROL
 AI6840  ___________________________________________________________________
 AI6840* NAD 83(1994)-  33 44 31.66302(N)    084 10 01.04660(W)     ADJUSTED  
 AI6840* NAVD 88     -       299.4    (meters)     982.     (feet)  GPS OBS   
 AI6840  ___________________________________________________________________
 AI6840  X           -     539,596.934 (meters)                     COMP
 AI6840  Y           -  -5,281,933.312 (meters)                     COMP
 AI6840  Z           -   3,522,847.582 (meters)                     COMP
 AI6840  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AI6840  ELLIP HEIGHT-         270.02  (meters)          (08/02/00) GPS OBS
 AI6840  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AI6840
 AI6840  HORZ ORDER  -  FIRST
 AI6840  ELLP ORDER  -  THIRD     CLASS II
 AI6840
 AI6840.The horizontal coordinates were established by GPS observations
 AI6840.and adjusted by the National Geodetic Survey in August 2000..
 AI6840
 AI6840.The orthometric height was determined by GPS observations and a
 AI6840.high-resolution geoid model.
 AI6840
 AI6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6840
 AI6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6840
 AI6840.The ellipsoidal height was determined by GPS observations
 AI6840.and is referenced to NAD 83.
 AI6840
 AI6840.The geoid height was determined by GEOID03.
 AI6840
 AI6840;                    North         East     Units Scale Factor Converg.
 AI6840;SPC GA W     -   414,903.440   699,973.063   MT  0.99990000   -0 00 00.6
 AI6840;SPC GA W     - 1,361,229.04  2,296,494.96   sFT  0.99990000   -0 00 00.6
 AI6840;UTM  16      - 3,737,170.238   762,454.531   MT  1.00044927   +1 34 28.3
 AI6840
 AI6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6840!SPC GA W     -   0.99995761  x   0.99990000  =   0.99985762
 AI6840!UTM  16      -   0.99995761  x   1.00044927  =   1.00040686
 AI6840
 AI6840                          SUPERSEDED SURVEY CONTROL
 AI6840
 AI6840.No superseded survey control is available for this station.
 AI6840
 AI6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6245537170(NAD 83)
 AI6840_MARKER: DD = SURVEY DISK
 AI6840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6840_STAMPING: 1028
 AI6840_MARK LOGO: GA-089
 AI6840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6840+STABILITY: SURFACE MOTION
 AI6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6840+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6840
 AI6840  HISTORY     - Date     Condition        Report By
 AI6840  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6840
 AI6840                          STATION DESCRIPTION
 AI6840
 AI6840'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6840'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6840'THE COMMUNITY OF BELMONT, NORTH OF THE DRIVEWAY FOR RESIDENTS AT 1705
 AI6840'PANOLA ROAD.
 AI6840'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 AI6840'HIGHWAY 402 WITH PANOLA ROAD BRIDGE (EXIT 37) , GO NORTH 1.50 MI (2.41
 AI6840'KM) ON PANOLA ROAD TO THE JUNCTION OF US HIGHWAY 278 AND STATE HIGHWAY
 AI6840'12 (COVINGTON HIGHWAY) , CONTINUE NORTH 1.80 MI (2.90 KM) ON PANOLA
 AI6840'ROAD TO THE STATION ON THE LEFT.
 AI6840'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6840'SURVEY DISK STAMPED --1028-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6840'DIAMETER CONCRETE POST.  THE STATION IS, 117.7 FT (35.9 M)
 AI6840'SOUTH-SOUTHEAST OF UTILITY POLE 0021, 71.0 FT (21.6 M) NORTH OF
 AI6840'UTILITY POLE 0347, 7.6 FT (2.3 M) WEST OF THE BACK-OF-CURB OF PANOLA
 AI6840'ROAD, AND 3.2 FT (1.0 M) EAST OF RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6841 ***********************************************************************
 AI6841  DESIGNATION -  1029
 AI6841  PID         -  AI6841
 AI6841  STATE/COUNTY-  GA/DE KALB
 AI6841  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6841
 AI6841                         *CURRENT SURVEY CONTROL
 AI6841  ___________________________________________________________________
 AI6841* NAD 83(1994)-  33 45 15.77939(N)    084 16 02.29465(W)     ADJUSTED  
 AI6841* NAVD 88     -       306.4    (meters)    1005.     (feet)  GPS OBS   
 AI6841  ___________________________________________________________________
 AI6841  X           -     530,270.578 (meters)                     COMP
 AI6841  Y           -  -5,282,124.555 (meters)                     COMP
 AI6841  Z           -   3,523,981.644 (meters)                     COMP
 AI6841  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI6841  ELLIP HEIGHT-         276.89  (meters)          (08/02/00) GPS OBS
 AI6841  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AI6841
 AI6841  HORZ ORDER  -  FIRST
 AI6841  ELLP ORDER  -  THIRD     CLASS II
 AI6841
 AI6841.The horizontal coordinates were established by GPS observations
 AI6841.and adjusted by the National Geodetic Survey in August 2000..
 AI6841
 AI6841.The orthometric height was determined by GPS observations and a
 AI6841.high-resolution geoid model.
 AI6841
 AI6841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6841
 AI6841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6841
 AI6841.The ellipsoidal height was determined by GPS observations
 AI6841.and is referenced to NAD 83.
 AI6841
 AI6841.The geoid height was determined by GEOID03.
 AI6841
 AI6841;                    North         East     Units Scale Factor Converg.
 AI6841;SPC GA W     -   416,267.102   690,676.892   MT  0.99990107   -0 03 21.3
 AI6841;SPC GA W     - 1,365,702.98  2,265,995.77   sFT  0.99990107   -0 03 21.3
 AI6841;UTM  16      - 3,738,278.466   753,119.549   MT  1.00038992   +1 31 09.1
 AI6841
 AI6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6841!SPC GA W     -   0.99995653  x   0.99990107  =   0.99985761
 AI6841!UTM  16      -   0.99995653  x   1.00038992  =   1.00034644
 AI6841
 AI6841                          SUPERSEDED SURVEY CONTROL
 AI6841
 AI6841.No superseded survey control is available for this station.
 AI6841
 AI6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5312038278(NAD 83)
 AI6841_MARKER: DD = SURVEY DISK
 AI6841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6841_STAMPING: 1029
 AI6841_MARK LOGO: GA-089
 AI6841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6841+STABILITY: SURFACE MOTION
 AI6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6841+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6841
 AI6841  HISTORY     - Date     Condition        Report By
 AI6841  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6841
 AI6841                          STATION DESCRIPTION
 AI6841
 AI6841'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6841'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6841'COMMUNITY OF AVONDALE ESTATES, IN A GRASS ISLAND AT THE CHEVRON GAS
 AI6841'FILLING STATION.
 AI6841'TO REACH THE STATION FROM THE NORTH JUNCTION OF STATE HIGHWAY 154 WITH
 AI6841'STATE HIGHWAY 155, IN THE COMMUNITY OF AVONDALE ESTATES, GO SOUTHWEST
 AI6841'0.75 MI (1.21 KM) ON HIGHWAYS 154 AND 155 (MEMORIAL DRIVE) TO THE
 AI6841'JUNCTION OF HIGHWAYS 154 AND 155 (MEMORIAL DRIVE WITH SOUTH COLUMBIA
 AI6841'DRIVE) , TURN LEFT AND GO SOUTHEAST APPROXIMATELY 100 FT (30.5 M) TO
 AI6841'THE FIRST ENTRANCE TO THE FILLING STATION ON THE RIGHT, ENTER THE
 AI6841'FILLING STATION PARKING LOT AND THE STATION ON THE LEFT.
 AI6841'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6841'SURVEY DISK STAMPED --1029-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6841'DIAMETER CONCRETE POST.  THE STATION IS, 136.8 FT (41.7 M) NORTH OF A
 AI6841'UTILITY POLE, 77.7 FT (23.7 M) SOUTH OF A POST FOR A SIGN, 13.3 FT
 AI6841'(4.1 M) WEST OF A POLE FOR A SIGN, 12.5 FT (3.8 M) SOUTHWEST OF THE
 AI6841'BACK-OF-CURB FOR SOUTH COLUMBIA DRIVE, AND 9.1 FT (2.8 M) WEST OF
 AI6841'SURVEY MARKER 5072.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0964 ***********************************************************************
 CK0964  DESIGNATION -  103
 CK0964  PID         -  CK0964
 CK0964  STATE/COUNTY-  GA/SCREVEN
 CK0964  USGS QUAD   -  DOVER (1978)
 CK0964
 CK0964                         *CURRENT SURVEY CONTROL
 CK0964  ___________________________________________________________________
 CK0964* NAD 83(1986)-  32 32 52.     (N)    081 38 02.     (W)     SCALED    
 CK0964* NAVD 88     -        31.143  (meters)     102.17   (feet)  ADJUSTED  
 CK0964  ___________________________________________________________________
 CK0964  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CK0964  DYNAMIC HT  -          31.108 (meters)     102.06  (feet)  COMP
 CK0964  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CK0964
 CK0964  VERT ORDER  -  FIRST     CLASS II
 CK0964
 CK0964.The horizontal coordinates were scaled from a topographic map and have
 CK0964.an estimated accuracy of +/- 6 seconds.
 CK0964
 CK0964.The orthometric height was determined by differential leveling
 CK0964.and adjusted by the National Geodetic Survey in June 1991..
 CK0964
 CK0964.The geoid height was determined by GEOID03.
 CK0964
 CK0964.The dynamic height is computed by dividing the NAVD 88
 CK0964.geopotential number by the normal gravity value computed on the
 CK0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0964.degrees latitude (g = 980.6199 gals.).
 CK0964
 CK0964.The modeled gravity was interpolated from observed gravity values.
 CK0964
 CK0964;                    North         East    Units  Estimated Accuracy
 CK0964;SPC GA E     -   282,580.      250,040.      MT  (+/- 180 meters Scaled)
 CK0964
 CK0964                          SUPERSEDED SURVEY CONTROL
 CK0964
 CK0964  NGVD 29 (??/??/92)   31.386  (m)          102.97   (f) ADJ UNCH    1 2
 CK0964
 CK0964.Superseded values are not recommended for survey control.
 CK0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0964.See file dsdata.txt to determine how the superseded data were derived.
 CK0964
 CK0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS404013(NAD 83)
 CK0964_MARKER: P = PIPE CAP
 CK0964_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0964_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0964_STAMPING: 102.953 103 1918
 CK0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0964
 CK0964  HISTORY     - Date     Condition        Report By
 CK0964  HISTORY     - 1918     MONUMENTED       USGS
 CK0964  HISTORY     - 1960     GOOD             NGS
 CK0964
 CK0964                          STATION DESCRIPTION
 CK0964
 CK0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK0964'5.2 MI ESE FROM DOVER.
 CK0964'ABOUT 5.25 MILES EAST-SOUTHEAST ALONG THE CENTRAL OF GEORGIA
 CK0964'RAILWAY FROM THE STATION AT DOVER, 0.95 MILE EAST OF A WOODS ROAD
 CK0964'CROSSING, 95 FEET EAST-NORTHEAST OF MILEPOST S 52, 33.3 FEET
 CK0964'NORTH OF THE NORTH RAIL, AT THE WEST END OF A CUT, ABOUT LEVEL
 CK0964'WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 CK0964'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1217 ***********************************************************************
 BS1217  DESIGNATION -  103 WLC USGS
 BS1217  PID         -  BS1217
 BS1217  STATE/COUNTY-  GA/BERRIEN
 BS1217  USGS QUAD   -  NASHVILLE WEST (1973)
 BS1217
 BS1217                         *CURRENT SURVEY CONTROL
 BS1217  ___________________________________________________________________
 BS1217* NAD 83(1986)-  31 13 04.     (N)    083 16 50.     (W)     SCALED    
 BS1217* NAVD 88     -        73.740  (meters)     241.93   (feet)  ADJUSTED  
 BS1217  ___________________________________________________________________
 BS1217  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS1217  DYNAMIC HT  -          73.650 (meters)     241.63  (feet)  COMP
 BS1217  MODELED GRAV-     979,418.8   (mgal)                       NAVD 88
 BS1217
 BS1217  VERT ORDER  -  SECOND    CLASS 0
 BS1217
 BS1217.The horizontal coordinates were scaled from a topographic map and have
 BS1217.an estimated accuracy of +/- 6 seconds.
 BS1217
 BS1217.The orthometric height was determined by differential leveling
 BS1217.and adjusted by the National Geodetic Survey in June 1991..
 BS1217
 BS1217.The geoid height was determined by GEOID03.
 BS1217
 BS1217.The dynamic height is computed by dividing the NAVD 88
 BS1217.geopotential number by the normal gravity value computed on the
 BS1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1217.degrees latitude (g = 980.6199 gals.).
 BS1217
 BS1217.The modeled gravity was interpolated from observed gravity values.
 BS1217
 BS1217;                    North         East    Units  Estimated Accuracy
 BS1217;SPC GA W     -   135,330.      784,430.      MT  (+/- 180 meters Scaled)
 BS1217
 BS1217                          SUPERSEDED SURVEY CONTROL
 BS1217
 BS1217  NGVD 29 (??/??/92)   73.94   (m)          242.6    (f) COMPUTED    2 0
 BS1217
 BS1217.Superseded values are not recommended for survey control.
 BS1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1217.See file dsdata.txt to determine how the superseded data were derived.
 BS1217
 BS1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ827559(NAD 83)
 BS1217_MARKER: DD = SURVEY DISK
 BS1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1217_STAMPING: 103 WLC 1972
 BS1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1217+STABILITY: SURFACE MOTION
 BS1217
 BS1217  HISTORY     - Date     Condition        Report By
 BS1217  HISTORY     - 1972     MONUMENTED       USGS
 BS1217  HISTORY     - 1973     GOOD             NGS
 BS1217
 BS1217                          STATION DESCRIPTION
 BS1217
 BS1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1217'2.1 MI NW FROM NASHVILLE.
 BS1217'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1217'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1217'125 AND 76 AT NASHVILLE, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BS1217'HIGHWAY, 69 1/2 FEET EAST OF THE CENTER OF A GATE THAT IS ACROSS A
 BS1217'WOODS ROAD THAT LEADS NORTH, 22 1/2 FEET WEST OF A TELEPHONE POLE AND
 BS1217'TELEPHONE JUNCTION BOX NUMBER 17, 12 FEET WEST OF A POWER POLE, 1 FOOT
 BS1217'SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 BS1217'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BS1217'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6842 ***********************************************************************
 AI6842  DESIGNATION -  1030
 AI6842  PID         -  AI6842
 AI6842  STATE/COUNTY-  GA/DE KALB
 AI6842  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AI6842
 AI6842                         *CURRENT SURVEY CONTROL
 AI6842  ___________________________________________________________________
 AI6842* NAD 83(1994)-  33 44 58.56848(N)    084 18 28.25065(W)     ADJUSTED  
 AI6842* NAVD 88     -       306.1    (meters)    1004.     (feet)  GPS OBS   
 AI6842  ___________________________________________________________________
 AI6842  X           -     526,561.934 (meters)                     COMP
 AI6842  Y           -  -5,282,791.377 (meters)                     COMP
 AI6842  Z           -   3,523,540.548 (meters)                     COMP
 AI6842  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AI6842  ELLIP HEIGHT-         276.57  (meters)          (08/02/00) GPS OBS
 AI6842  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AI6842
 AI6842  HORZ ORDER  -  FIRST
 AI6842  ELLP ORDER  -  THIRD     CLASS II
 AI6842
 AI6842.The horizontal coordinates were established by GPS observations
 AI6842.and adjusted by the National Geodetic Survey in August 2000..
 AI6842
 AI6842.The orthometric height was determined by GPS observations and a
 AI6842.high-resolution geoid model.
 AI6842
 AI6842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6842
 AI6842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6842
 AI6842.The ellipsoidal height was determined by GPS observations
 AI6842.and is referenced to NAD 83.
 AI6842
 AI6842.The geoid height was determined by GEOID03.
 AI6842
 AI6842;                    North         East     Units Scale Factor Converg.
 AI6842;SPC GA W     -   415,741.281   686,920.205   MT  0.99990211   -0 04 42.4
 AI6842;SPC GA W     - 1,363,977.85  2,253,670.71   sFT  0.99990211   -0 04 42.4
 AI6842;UTM  16      - 3,737,649.291   749,376.951   MT  1.00036673   +1 29 47.2
 AI6842
 AI6842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6842!SPC GA W     -   0.99995658  x   0.99990211  =   0.99985870
 AI6842!UTM  16      -   0.99995658  x   1.00036673  =   1.00032330
 AI6842
 AI6842                          SUPERSEDED SURVEY CONTROL
 AI6842
 AI6842.No superseded survey control is available for this station.
 AI6842
 AI6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4937737649(NAD 83)
 AI6842_MARKER: DD = SURVEY DISK
 AI6842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6842_STAMPING: 1030
 AI6842_MARK LOGO: GA-089
 AI6842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6842+STABILITY: SURFACE MOTION
 AI6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6842+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6842
 AI6842  HISTORY     - Date     Condition        Report By
 AI6842  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6842
 AI6842                          STATION DESCRIPTION
 AI6842
 AI6842'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6842'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTHWEST
 AI6842'OF THE COMMUNITY OF AVONDALE ESTATES, IN THE EAST VIEW CEMETARY.
 AI6842'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAY 154 WITH
 AI6842'STATE HIGHWAY 155, GO WEST 1.00 MI (1.61 KM) ON HIGHWAYS 154 AND 155
 AI6842'(MEMORIAL DRIVE) TO THE JUNCTION OF HIGHWAY 154 (MEMORIAL DRIVE) WITH
 AI6842'SECOND AVENUE, TURN RIGHT AND GO NORTH 0.10 MI (0.16 KM) TO CEMETARY
 AI6842'STREET ON THE RIGHT, TURN RIGHT AND GO EAST 0.10 MI (0.16 KM) ON
 AI6842'CEMETARY STREET TO THE STATION ON THE RIGHT.
 AI6842'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6842'SURVEY DISK STAMPED --1030-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6842'DIAMETER CONCRETE POST.  THE STATION IS, APPROXIMATELY 250 FT (76.2 M)
 AI6842'SOUTH OF A (20-INCH) DIAMETER ASPEN TREE, 207.0 FT (63.1 M) NORTHEAST
 AI6842'OF A OAK TREE, 152.0 FT (46.3 M) NORTHWEST OF A OAK TREE, 140.0 FT
 AI6842'(42.7 M) NORTH OF THE EDGE-OF-PAVEMENT OF MAIN ROAD, 105.2 FT (32.1 M)
 AI6842'EAST OF MAIN ROAD, 95.7 FT (29.2 M) SOUTH OF A SMALL TREE, AND 30 FT
 AI6842'(9.1 M) WEST OF THE --SANDERS-- GRAVE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6843 ***********************************************************************
 AI6843  DESIGNATION -  1031
 AI6843  PID         -  AI6843
 AI6843  STATE/COUNTY-  GA/DE KALB
 AI6843  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6843
 AI6843                         *CURRENT SURVEY CONTROL
 AI6843  ___________________________________________________________________
 AI6843* NAD 83(1994)-  33 46 13.98886(N)    084 20 25.97178(W)     ADJUSTED  
 AI6843* NAVD 88     -       304.7    (meters)    1000.     (feet)  GPS OBS   
 AI6843  ___________________________________________________________________
 AI6843  X           -     523,419.344 (meters)                     COMP
 AI6843  Y           -  -5,281,804.777 (meters)                     COMP
 AI6843  Z           -   3,525,471.750 (meters)                     COMP
 AI6843  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AI6843  ELLIP HEIGHT-         275.17  (meters)          (08/02/00) GPS OBS
 AI6843  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AI6843
 AI6843  HORZ ORDER  -  FIRST
 AI6843  ELLP ORDER  -  THIRD     CLASS II
 AI6843
 AI6843.The horizontal coordinates were established by GPS observations
 AI6843.and adjusted by the National Geodetic Survey in August 2000..
 AI6843
 AI6843.The orthometric height was determined by GPS observations and a
 AI6843.high-resolution geoid model.
 AI6843
 AI6843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6843
 AI6843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6843
 AI6843.The ellipsoidal height was determined by GPS observations
 AI6843.and is referenced to NAD 83.
 AI6843
 AI6843.The geoid height was determined by GEOID03.
 AI6843
 AI6843;                    North         East     Units Scale Factor Converg.
 AI6843;SPC GA W     -   418,069.425   683,894.576   MT  0.99990320   -0 05 48.0
 AI6843;SPC GA W     - 1,371,616.11  2,243,744.12   sFT  0.99990320   -0 05 48.0
 AI6843;UTM  16      - 3,739,894.400   746,287.059   MT  1.00034784   +1 28 44.6
 AI6843
 AI6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6843!SPC GA W     -   0.99995680  x   0.99990320  =   0.99986001
 AI6843!UTM  16      -   0.99995680  x   1.00034784  =   1.00030463
 AI6843
 AI6843                          SUPERSEDED SURVEY CONTROL
 AI6843
 AI6843.No superseded survey control is available for this station.
 AI6843
 AI6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4628739894(NAD 83)
 AI6843_MARKER: DD = SURVEY DISK
 AI6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6843_STAMPING: 1031
 AI6843_MARK LOGO: GA-089
 AI6843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6843+STABILITY: SURFACE MOTION
 AI6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6843+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6843
 AI6843  HISTORY     - Date     Condition        Report By
 AI6843  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6843
 AI6843                          STATION DESCRIPTION
 AI6843
 AI6843'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6843'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6843'COMMUNITY OF DRUID HILLS, NEAR THE NORTHEAST CORNER OF A SOCCER FIELD
 AI6843'IN THE LIN ELEMENTARY SCHOOL.  OWNERSHIP--LIN ELEMENTARY SCHOOL.
 AI6843'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 78, 278/29 AND
 AI6843'STATE HIGHWAY 8 (PONCE DE LEON AVENUE) WITH US HIGHWAY 23 AND STATE
 AI6843'HIGHWAY 42 (MORELAND AVENUE) , GO SOUTH 0.20 MI (0.32 KM) ON HIGHWAYS
 AI6843'23 AND 42 (MORELAND AVENUE) TO THE JUNCTION OF HIGHWAYS 23 AND 42
 AI6843'(MORELAND AVENUE) WITH NORTH AVENUE, TURN LEFT AND GO EAST 0.45 MI
 AI6843'(0.72 KM) TO THE END OF NORTH AVENUE AND CANDLER PARK DRIVE ON THE
 AI6843'RIGHT, TURN RIGHT AND GO 200 FT (61.0 M) ON CANDLER PARK DRIVE TO THE
 AI6843'PARKING LOT ENTRANCE FOR LIN SCHOOL ON THE RIGHT, TURN RIGHT AND
 AI6843'PROCEED WEST 300 FT (91.4 M) TO A DIRT ROAD ON THE RIGHT, TURN RIGHT
 AI6843'AND GO NORTHWEST ON THE DIRT ROAD 100 FT (30.5 M) AND THE STATION ON
 AI6843'THE LEFT.
 AI6843'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6843'SURVEY DISK STAMPED --1031-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6843'DIAMETER CONCRETE POST.  THE STATION IS, 314 FT (95.7 M) NORTH OF THE
 AI6843'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 138.5 FT (42.2 M) WEST OF A
 AI6843'LIGHT POLE, 116.4 FT (35.5 M) NORTHWEST OF A TREE, AND 22.0 FT (6.7 M)
 AI6843'WEST OF THE WEST EDGE-OF-SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6844 ***********************************************************************
 AI6844  DESIGNATION -  1032
 AI6844  PID         -  AI6844
 AI6844  STATE/COUNTY-  GA/DE KALB
 AI6844  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6844
 AI6844                         *CURRENT SURVEY CONTROL
 AI6844  ___________________________________________________________________
 AI6844* NAD 83(1994)-  33 46 30.25379(N)    084 14 05.55745(W)     ADJUSTED  
 AI6844* NAVD 88     -       271.0    (meters)     889.     (feet)  GPS OBS   
 AI6844  ___________________________________________________________________
 AI6844  X           -     533,128.889 (meters)                     COMP
 AI6844  Y           -  -5,280,525.431 (meters)                     COMP
 AI6844  Z           -   3,525,869.621 (meters)                     COMP
 AI6844  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AI6844  ELLIP HEIGHT-         241.51  (meters)          (08/02/00) GPS OBS
 AI6844  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AI6844
 AI6844  HORZ ORDER  -  FIRST
 AI6844  ELLP ORDER  -  THIRD     CLASS II
 AI6844
 AI6844.The horizontal coordinates were established by GPS observations
 AI6844.and adjusted by the National Geodetic Survey in August 2000..
 AI6844
 AI6844.The orthometric height was determined by GPS observations and a
 AI6844.high-resolution geoid model.
 AI6844
 AI6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6844
 AI6844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6844
 AI6844.The ellipsoidal height was determined by GPS observations
 AI6844.and is referenced to NAD 83.
 AI6844
 AI6844.The geoid height was determined by GEOID03.
 AI6844
 AI6844;                    North         East     Units Scale Factor Converg.
 AI6844;SPC GA W     -   418,559.014   693,682.467   MT  0.99990049   -0 02 16.5
 AI6844;SPC GA W     - 1,373,222.37  2,275,856.56   sFT  0.99990049   -0 02 16.5
 AI6844;UTM  16      - 3,740,653.334   756,062.438   MT  1.00040839   +1 32 17.0
 AI6844
 AI6844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6844!SPC GA W     -   0.99996209  x   0.99990049  =   0.99986258
 AI6844!UTM  16      -   0.99996209  x   1.00040839  =   1.00037046
 AI6844
 AI6844                          SUPERSEDED SURVEY CONTROL
 AI6844
 AI6844.No superseded survey control is available for this station.
 AI6844
 AI6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5606240653(NAD 83)
 AI6844_MARKER: DD = SURVEY DISK
 AI6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6844_STAMPING: 1032
 AI6844_MARK LOGO: GA-089
 AI6844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6844+STABILITY: SURFACE MOTION
 AI6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6844+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6844
 AI6844  HISTORY     - Date     Condition        Report By
 AI6844  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6844
 AI6844                          STATION DESCRIPTION
 AI6844
 AI6844'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6844'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, EAST OF
 AI6844'THE COMMUNITY OF AVONDALE ESTATES, BETWEEN TWO SOCCER FIELDS IN THE
 AI6844'AVONDALE/DUNAIRE PARK.  OWNERSHIP--AVONDALE/DUNAIRE PARK.
 AI6844'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 285 AND
 AI6844'STATE HIGHWAY 407 WITH STATE HIGHWAY 10 (MEMORIAL DRIVE) , GO
 AI6844'NORTHEAST 0.05 MI (0.08 KM) ON HIGHWAY 10 (MEMORIAL DRIVE) TO GEORGE
 AI6844'LUTHER DRIVE ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST 0.45 MI (0.72
 AI6844'KM) ON GEORGE LUTHER DRIVE TO A PARKING AREA ON THE LEFT, TURN LEFT
 AI6844'AND PARK IN THE LOT, PROCEED ON FOOT THROUTH THE PARK ENTRANCE
 AI6844'APPROXIMATELY 250 FT (76.2 M) TO THE STATION AHEAD.
 AI6844'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6844'SURVEY DISK STAMPED --1032-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6844'DIAMETER CONCRETE POST.  THE STATION IS, 234.6 FT (71.5 M) NORTH OF A
 AI6844'FENCE LINE, 105.0 FT (32.0 M) WEST-NORTHWEST OF A CATCH BASIN, AND
 AI6844'52.0 FT (15.8 M) EAST-SOUTHEAST OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6845 ***********************************************************************
 AI6845  DESIGNATION -  1033
 AI6845  PID         -  AI6845
 AI6845  STATE/COUNTY-  GA/DE KALB
 AI6845  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6845
 AI6845                         *CURRENT SURVEY CONTROL
 AI6845  ___________________________________________________________________
 AI6845* NAD 83(1994)-  33 47 11.29979(N)    084 12 26.84987(W)     ADJUSTED  
 AI6845* NAVD 88     -       311.9    (meters)    1023.     (feet)  GPS OBS   
 AI6845  ___________________________________________________________________
 AI6845  X           -     535,588.275 (meters)                     COMP
 AI6845  Y           -  -5,279,603.946 (meters)                     COMP
 AI6845  Z           -   3,526,943.572 (meters)                     COMP
 AI6845  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AI6845  ELLIP HEIGHT-         282.45  (meters)          (08/02/00) GPS OBS
 AI6845  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AI6845
 AI6845  HORZ ORDER  -  FIRST
 AI6845  ELLP ORDER  -  THIRD     CLASS II
 AI6845
 AI6845.The horizontal coordinates were established by GPS observations
 AI6845.and adjusted by the National Geodetic Survey in August 2000..
 AI6845
 AI6845.The orthometric height was determined by GPS observations and a
 AI6845.high-resolution geoid model.
 AI6845
 AI6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6845
 AI6845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6845
 AI6845.The ellipsoidal height was determined by GPS observations
 AI6845.and is referenced to NAD 83.
 AI6845
 AI6845.The geoid height was determined by GEOID03.
 AI6845
 AI6845;                    North         East     Units Scale Factor Converg.
 AI6845;SPC GA W     -   419,822.200   696,222.448   MT  0.99990018   -0 01 21.7
 AI6845;SPC GA W     - 1,377,366.67  2,284,189.81   sFT  0.99990018   -0 01 21.7
 AI6845;UTM  16      - 3,741,986.596   758,568.005   MT  1.00042429   +1 33 13.7
 AI6845
 AI6845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6845!SPC GA W     -   0.99995566  x   0.99990018  =   0.99985585
 AI6845!UTM  16      -   0.99995566  x   1.00042429  =   1.00037993
 AI6845
 AI6845                          SUPERSEDED SURVEY CONTROL
 AI6845
 AI6845.No superseded survey control is available for this station.
 AI6845
 AI6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5856841987(NAD 83)
 AI6845_MARKER: DD = SURVEY DISK
 AI6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6845_STAMPING: 1033
 AI6845_MARK LOGO: GA-089
 AI6845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6845+STABILITY: SURFACE MOTION
 AI6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6845+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6845
 AI6845  HISTORY     - Date     Condition        Report By
 AI6845  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6845
 AI6845                          STATION DESCRIPTION
 AI6845
 AI6845'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6845'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6845'COMMUNITY OF PINE LAKE, IN AN OPEN FIELD WEST OF A POST OFFICE
 AI6845'BUILDING.
 AI6845'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 285 AND
 AI6845'STATE HIGHWAY 407 WITH STATE HIGHWAY 10 (MEMORIAL DRIVE) BRIDGE (EXIT
 AI6845'32) , GO NORTHEAST 0.70 MI (1.13 KM) ON HIGHWAY 10 (MEMORIAL DRIVE) TO
 AI6845'THE JUNCTION OF HIGHWAY 10 (MEMORIAL DRIVE) WITH ROCKBRIDGE ROAD, TURN
 AI6845'RIGHT AND GO EAST 1.40 MI (2.25 KM) ON ROCKBRIDGE ROAD TO THE STATION
 AI6845'ON THE RIGHT.
 AI6845'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6845'SURVEY DISK STAMPED --1033-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6845'DIAMETER CONCRETE POST.  THE STATION IS, 65.6 FT (20.0 M) EAST OF A
 AI6845'GROUP OF TWO UTILITY POLES, 46.4 FT (14.1 M) SOUTHWEST OF A MANHOLE IN
 AI6845'ROCKBRIDGE ROAD, 32.3 FT (9.8 M) WEST OF THE METAL --POST OFFICE--
 AI6845'SIGN, AND 9.6 FT (2.9 M) SOUTH OF THE BACK-OF-CURB OF ROCKBRIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6846 ***********************************************************************
 AI6846  DESIGNATION -  1034
 AI6846  PID         -  AI6846
 AI6846  STATE/COUNTY-  GA/DE KALB
 AI6846  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6846
 AI6846                         *CURRENT SURVEY CONTROL
 AI6846  ___________________________________________________________________
 AI6846* NAD 83(1994)-  33 46 12.63633(N)    084 11 42.51118(W)     ADJUSTED  
 AI6846* NAVD 88     -       269.2    (meters)     883.     (feet)  GPS OBS   
 AI6846  ___________________________________________________________________
 AI6846  X           -     536,821.222 (meters)                     COMP
 AI6846  Y           -  -5,280,453.227 (meters)                     COMP
 AI6846  Z           -   3,525,417.447 (meters)                     COMP
 AI6846  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AI6846  ELLIP HEIGHT-         239.80  (meters)          (08/02/00) GPS OBS
 AI6846  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AI6846
 AI6846  HORZ ORDER  -  FIRST
 AI6846  ELLP ORDER  -  THIRD     CLASS II
 AI6846
 AI6846.The horizontal coordinates were established by GPS observations
 AI6846.and adjusted by the National Geodetic Survey in August 2000..
 AI6846
 AI6846.The orthometric height was determined by GPS observations and a
 AI6846.high-resolution geoid model.
 AI6846
 AI6846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6846
 AI6846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6846
 AI6846.The ellipsoidal height was determined by GPS observations
 AI6846.and is referenced to NAD 83.
 AI6846
 AI6846.The geoid height was determined by GEOID03.
 AI6846
 AI6846;                    North         East     Units Scale Factor Converg.
 AI6846;SPC GA W     -   418,014.537   697,362.513   MT  0.99990009   -0 00 57.0
 AI6846;SPC GA W     - 1,371,436.03  2,287,930.18   sFT  0.99990009   -0 00 57.0
 AI6846;UTM  16      - 3,740,210.038   759,757.987   MT  1.00043190   +1 33 36.0
 AI6846
 AI6846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6846!SPC GA W     -   0.99996236  x   0.99990009  =   0.99986245
 AI6846!UTM  16      -   0.99996236  x   1.00043190  =   1.00039424
 AI6846
 AI6846                          SUPERSEDED SURVEY CONTROL
 AI6846
 AI6846.No superseded survey control is available for this station.
 AI6846
 AI6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5975840210(NAD 83)
 AI6846_MARKER: DD = SURVEY DISK
 AI6846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6846_STAMPING: 1034
 AI6846_MARK LOGO: GA-089
 AI6846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6846+STABILITY: SURFACE MOTION
 AI6846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6846+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6846
 AI6846  HISTORY     - Date     Condition        Report By
 AI6846  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6846
 AI6846                          STATION DESCRIPTION
 AI6846
 AI6846'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6846'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTH OF
 AI6846'THE COMMUNITY OF PINE LAKE, IN A PLAYGROUND AREA IN HAIRSTON PARK.
 AI6846'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 285 AND
 AI6846'STATE HIGHWAY 407 WITH STATE HIGHWAY 10 (MEMORIAL DRIVE) BRIDGE (EXIT
 AI6846'32) , GO NORTHEAST 0.70 MI (1.13 KM) ON HIGHWAY 10 (MEMORIAL DRIVE) TO
 AI6846'THE JUNCTION OF HIGHWAY 10 (MEMORIAL DRIVE) WITH ROCKBRIDGE ROAD, TURN
 AI6846'RIGHT AND GO EAST 2.15 MI (3.46 KM) ON ROCKBRIDGE ROAD TO THE JUNCTION
 AI6846'OF ROCKBRIDGE ROAD WITH SOUTH HAIRSTON ROAD, TURN RIGHT AND GO SOUTH
 AI6846'1.20 MI (1.93 KM) ON HAIRSTON ROAD TO THE INTERSECTION OF HAIRSTON
 AI6846'ROAD, MAINSTREET PARK DRIVE ON THE LEFT AND THE PARK PARKING LOT ON
 AI6846'THE RIGHT, TURN RIGHT AND GO WEST AND NORTH 500 FT (152.4 M) IN THE
 AI6846'PARKING LOT TO THE STATION ON THE LEFT.
 AI6846'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6846'SURVEY DISK STAMPED --1034-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6846'DIAMETER CONCRETE POST.  THE STATION IS, 216.0 FT (65.8 M) WEST OF A
 AI6846'PARKING LOT LIGHT POLE, 175.5 FT (53.5 M) NORTHEAST OF A METAL OUTLET
 AI6846'STRUCTURE COVER, 145.1 FT (44.2 M) WEST OF THE BACK-OF-CURB OF THE
 AI6846'PARKING LOT, AND 87.1 FT (26.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST LEG
 AI6846'OF THE EAST MOST SWING SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6847 ***********************************************************************
 AI6847  DESIGNATION -  1035
 AI6847  PID         -  AI6847
 AI6847  STATE/COUNTY-  GA/DE KALB
 AI6847  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6847
 AI6847                         *CURRENT SURVEY CONTROL
 AI6847  ___________________________________________________________________
 AI6847* NAD 83(1994)-  33 46 45.44372(N)    084 09 49.68517(W)     ADJUSTED  
 AI6847* NAVD 88     -       307.9    (meters)    1010.     (feet)  GPS OBS   
 AI6847  ___________________________________________________________________
 AI6847  X           -     539,655.663 (meters)                     COMP
 AI6847  Y           -  -5,279,631.813 (meters)                     COMP
 AI6847  Z           -   3,526,279.261 (meters)                     COMP
 AI6847  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AI6847  ELLIP HEIGHT-         278.58  (meters)          (08/02/00) GPS OBS
 AI6847  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AI6847
 AI6847  HORZ ORDER  -  FIRST
 AI6847  ELLP ORDER  -  THIRD     CLASS II
 AI6847
 AI6847.The horizontal coordinates were established by GPS observations
 AI6847.and adjusted by the National Geodetic Survey in August 2000..
 AI6847
 AI6847.The orthometric height was determined by GPS observations and a
 AI6847.high-resolution geoid model.
 AI6847
 AI6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6847
 AI6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6847
 AI6847.The ellipsoidal height was determined by GPS observations
 AI6847.and is referenced to NAD 83.
 AI6847
 AI6847.The geoid height was determined by GEOID03.
 AI6847
 AI6847;                    North         East     Units Scale Factor Converg.
 AI6847;SPC GA W     -   419,024.892   700,265.360   MT  0.99990000   +0 00 05.7
 AI6847;SPC GA W     - 1,374,750.83  2,297,453.94   sFT  0.99990000   +0 00 05.7
 AI6847;UTM  16      - 3,741,300.438   762,633.502   MT  1.00045042   +1 34 40.1
 AI6847
 AI6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6847!SPC GA W     -   0.99995627  x   0.99990000  =   0.99985627
 AI6847!UTM  16      -   0.99995627  x   1.00045042  =   1.00040667
 AI6847
 AI6847                          SUPERSEDED SURVEY CONTROL
 AI6847
 AI6847.No superseded survey control is available for this station.
 AI6847
 AI6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6263441300(NAD 83)
 AI6847_MARKER: DD = SURVEY DISK
 AI6847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6847_STAMPING: 1035
 AI6847_MARK LOGO: GA-089
 AI6847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6847+STABILITY: SURFACE MOTION
 AI6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6847+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6847
 AI6847  HISTORY     - Date     Condition        Report By
 AI6847  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6847
 AI6847                          STATION DESCRIPTION
 AI6847
 AI6847'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6847'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, EAST OF
 AI6847'THE COMMUNITY OF PINE LAKE, NEAR THE PARK ATHLETIC OFFICE AND COUNTY
 AI6847'MAINTENANCE BUILDING IN THE WADE WALKER PARK.
 AI6847'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 285 AND
 AI6847'STATE HIGHWAY 407 WITH STATE HIGHWAY 10 (MEMORIAL DRIVE) BRIDGE (EXIT
 AI6847'32) , GO NORTHEAST 0.70 MI (1.13 KM) ON HIGHWAY 10 (MEMORIAL DRIVE) TO
 AI6847'THE JUNCTION OF HIGHWAY 10 (MEMORIAL DRIVE) WITH ROCKBRIDGE ROAD, TURN
 AI6847'RIGHT AND GO EAST 2.15 MI (3.46 KM) ON ROCKBRIDGE ROAD TO THE JUNCTION
 AI6847'OF ROCKBRIDGE ROAD WITH SOUTH HAIRSTON ROAD, CONTINUE EAST 1.85 MI
 AI6847'(2.98 KM) ON ROCKBRIDGE ROAD TO THE ENTRANCE FOR THE PARK ON THE
 AI6847'RIGHT, TURN RIGHT AND PROCEED SOUTH, SOUTHEAST ON THE ENTRANCE ROAD
 AI6847'PASSING TWO PARKING LOTS TO THE COUNTY MAINTENANCE BUILDING AND THE
 AI6847'STATION ON THE LEFT.
 AI6847'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6847'SURVEY DISK STAMPED --1035-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6847'DIAMETER CONCRETE POST.  THE STATION IS, 92.1 FT (28.1 M) WEST OF A
 AI6847'CATCH BASIN, 39.0 FT (11.9 M) EAST-SOUTHEAST OF A MANHOLE COVER, 33.0
 AI6847'FT (10.1 M) NORTH OF THE NORTHWEST CORNER FENCE POST OF THE FENCE
 AI6847'SURROUNDING THE COUNTY MAINTENANCE BUILDING, AND 15.3 FT (4.7 M) EAST
 AI6847'OF THE EDGE-OF-PAVEMENT OF THE PARK ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6848 ***********************************************************************
 AI6848  DESIGNATION -  1036
 AI6848  PID         -  AI6848
 AI6848  STATE/COUNTY-  GA/DE KALB
 AI6848  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6848
 AI6848                         *CURRENT SURVEY CONTROL
 AI6848  ___________________________________________________________________
 AI6848* NAD 83(1994)-  33 46 32.22281(N)    084 07 32.39166(W)     ADJUSTED  
 AI6848* NAVD 88     -       284.7    (meters)     934.     (feet)  GPS OBS   
 AI6848  ___________________________________________________________________
 AI6848  X           -     543,190.963 (meters)                     COMP
 AI6848  Y           -  -5,279,477.523 (meters)                     COMP
 AI6848  Z           -   3,525,927.745 (meters)                     COMP
 AI6848  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AI6848  ELLIP HEIGHT-         255.35  (meters)          (08/02/00) GPS OBS
 AI6848  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI6848
 AI6848  HORZ ORDER  -  FIRST
 AI6848  ELLP ORDER  -  THIRD     CLASS II
 AI6848
 AI6848.The horizontal coordinates were established by GPS observations
 AI6848.and adjusted by the National Geodetic Survey in August 2000..
 AI6848
 AI6848.The orthometric height was determined by GPS observations and a
 AI6848.high-resolution geoid model.
 AI6848
 AI6848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6848
 AI6848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6848
 AI6848.The ellipsoidal height was determined by GPS observations
 AI6848.and is referenced to NAD 83.
 AI6848
 AI6848.The geoid height was determined by GEOID03.
 AI6848
 AI6848;                    North         East     Units Scale Factor Converg.
 AI6848;SPC GA W     -   418,618.340   703,797.541   MT  0.99990018   +0 01 22.1
 AI6848;SPC GA W     - 1,373,417.00  2,309,042.43   sFT  0.99990018   +0 01 22.1
 AI6848;UTM  16      - 3,740,991.021   766,177.521   MT  1.00047353   +1 35 56.1
 AI6848
 AI6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6848!SPC GA W     -   0.99995991  x   0.99990018  =   0.99986010
 AI6848!UTM  16      -   0.99995991  x   1.00047353  =   1.00043343
 AI6848
 AI6848                          SUPERSEDED SURVEY CONTROL
 AI6848
 AI6848.No superseded survey control is available for this station.
 AI6848
 AI6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6617840991(NAD 83)
 AI6848_MARKER: DD = SURVEY DISK
 AI6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6848_STAMPING: 1036
 AI6848_MARK LOGO: GA-089
 AI6848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6848+STABILITY: SURFACE MOTION
 AI6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6848+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6848
 AI6848  HISTORY     - Date     Condition        Report By
 AI6848  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6848  HISTORY     - 20040909 MARK NOT FOUND   GADT
 AI6848
 AI6848                          STATION DESCRIPTION
 AI6848
 AI6848'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6848'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6848'THE COMMUNITY OF REDAN, NEAR THE NORTHWEST CORNER OF THE STEPHENSON
 AI6848'HIGH SCHOOL.  OWNERSHIP--STEPHENSON HIGH SCHOOL.
 AI6848'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 285 AND
 AI6848'STATE HIGHWAY 407 WITH STATE HIGHWAY 10 (MEMORIAL DRIVE) BRIDGE (EXIT
 AI6848'32) , GO NORTHEAST 0.70 MI (1.13 KM) ON HIGHWAY 10 (MEMORIAL DRIVE) TO
 AI6848'THE JUNCTION OF HIGHWAY 10 (MEMORIAL DRIVE) WITH ROCKBRIDGE ROAD, TURN
 AI6848'RIGHT AND GO EAST 4.00 MI (6.44 KM) ON ROCKBRIDGE ROAD TO THE JUNCTION
 AI6848'OF ROCKBRIDGE ROAD WITH STONE MOUNTAIN LITHONIA ROAD, CONTINUE EAST
 AI6848'2.05 MI (3.30 KM) ON ROCKBRIDGE ROAD TO STEPHENSON ROAD ON THE RIGHT,
 AI6848'TURN RIGHT AND GO SOUTH AND SOUTHEAST 0.55 MI (0.89 KM) ON STEPHENSON
 AI6848'ROAD TO THE STEPHENSON HIGH SCHOOL AND STATION ON THE RIGHT.
 AI6848'THE STATION IS A ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6848'SURVEY DISK STAMPED --1036-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6848'DIAMETER CONCRETE POST.  THE STATION IS, 83.5 FT (25.5 M) WEST OF A
 AI6848'LIGHT POLE, 62.7 FT (19.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AI6848'SCHOOL BUILDING, 39.6 FT (12.1 M) SOUTHWEST OF A FIRE HYDRANT, AND
 AI6848'21.4 FT (6.5 M) SOUTHEAST OF THE EDGE-OF-SIDEWALK.
 AI6848
 AI6848                          STATION RECOVERY (2004)
 AI6848
 AI6848'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 AI6848'THIS MARK WAS REPORTED TO GEORGIA DEPT. OF TRANSPORTATION AS BEING
 AI6848'DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6849 ***********************************************************************
 AI6849  DESIGNATION -  1037
 AI6849  PID         -  AI6849
 AI6849  STATE/COUNTY-  GA/DE KALB
 AI6849  USGS QUAD   -  SNELLVILLE (1992)
 AI6849
 AI6849                         *CURRENT SURVEY CONTROL
 AI6849  ___________________________________________________________________
 AI6849* NAD 83(1994)-  33 46 31.09634(N)    084 04 35.14594(W)     ADJUSTED  
 AI6849* NAVD 88     -       239.7    (meters)     786.     (feet)  GPS OBS   
 AI6849  ___________________________________________________________________
 AI6849  X           -     547,725.610 (meters)                     COMP
 AI6849  Y           -  -5,278,990.799 (meters)                     COMP
 AI6849  Z           -   3,525,873.883 (meters)                     COMP
 AI6849  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AI6849  ELLIP HEIGHT-         210.36  (meters)          (08/02/00) GPS OBS
 AI6849  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AI6849
 AI6849  HORZ ORDER  -  FIRST
 AI6849  ELLP ORDER  -  THIRD     CLASS II
 AI6849
 AI6849.The horizontal coordinates were established by GPS observations
 AI6849.and adjusted by the National Geodetic Survey in August 2000..
 AI6849
 AI6849.The orthometric height was determined by GPS observations and a
 AI6849.high-resolution geoid model.
 AI6849
 AI6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6849
 AI6849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6849
 AI6849.The ellipsoidal height was determined by GPS observations
 AI6849.and is referenced to NAD 83.
 AI6849
 AI6849.The geoid height was determined by GEOID03.
 AI6849
 AI6849;                    North         East     Units Scale Factor Converg.
 AI6849;SPC GA W     -   418,586.539   708,357.599   MT  0.99990086   +0 03 00.6
 AI6849;SPC GA W     - 1,373,312.67  2,324,003.22   sFT  0.99990086   +0 03 00.6
 AI6849;UTM  16      - 3,741,084.713   770,739.410   MT  1.00050373   +1 37 34.7
 AI6849;UTM  17      - 3,741,497.295   215,099.881   MT  1.00060076   -1 42 41.2
 AI6849
 AI6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6849!SPC GA W     -   0.99996698  x   0.99990086  =   0.99986784
 AI6849!UTM  16      -   0.99996698  x   1.00050373  =   1.00047069
 AI6849!UTM  17      -   0.99996698  x   1.00060076  =   1.00056772
 AI6849
 AI6849                          SUPERSEDED SURVEY CONTROL
 AI6849
 AI6849.No superseded survey control is available for this station.
 AI6849
 AI6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7073941085(NAD 83)
 AI6849_MARKER: DD = SURVEY DISK
 AI6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6849_STAMPING: 1037
 AI6849_MARK LOGO: GA-089
 AI6849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6849+STABILITY: SURFACE MOTION
 AI6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6849+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6849
 AI6849  HISTORY     - Date     Condition        Report By
 AI6849  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6849
 AI6849                          STATION DESCRIPTION
 AI6849
 AI6849'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6849'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6849'THE COMMUNITY OF ROCK CHAPEL, IN A GRASSY AREA IN THE PARKING LOT OF
 AI6849'THE --STONEBRIDGE VILLAGE CENTER-- PLAZA, NORTH OF THE 124 PACKAGE
 AI6849'BUILDING.
 AI6849'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 AI6849'STATE HIGHWAY 402 WITH US HIGHWAY 278 AND STATE HIGHWAY 12 (TURNER
 AI6849'HILL ROAD) BRIDGE (EXIT 39) , GO NORTH 0.15 MI (0.24 KM) ON HIGHWAYS
 AI6849'12 AND 278 (TURNER HILL ROAD) TO THE JUNCTION OF HIGHWAYS 12 AND 278
 AI6849'(TURNER HILL ROAD) , OLD COVINGTON ROAD, COVINGTON HIGHWAY, AND STATE
 AI6849'HIGHWAY 124 (TURNER HILL ROAD) , CONTINUE NORTH 1.65 MI (2.66 KM) ON
 AI6849'HIGHWAY 124 (TURNER HILL ROAD) TO THE JUNCTION OF HIGHWAY 124 (TURNER
 AI6849'HILL ROAD WITH ROCK CHAPEL ROAD) WITH UNION GROVE, CONTINUE NORTH 3.80
 AI6849'MI (6.12 KM) ON HIGHWAY 124 (ROCK CHAPEL ROAD) TO THE JUNCTION OF
 AI6849'HIGHWAY 124 (ROCK CHAPEL ROAD) WITH ROCKBRIDGE ROAD AND THE STATION ON
 AI6849'THE LEFT.
 AI6849'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6849'SURVEY DISK STAMPED --1037-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6849'DIAMETER CONCRETE POST.  THE STATION IS, 108.2 FT (33.0 M) SOUTHWEST
 AI6849'OF A PARKING LOT LIGHT POLE, 83.3 FT (25.4 M) NORTHWEST OF A CATCH
 AI6849'BASIN, 70.7 FT (21.5 M) WEST OF A FIRE HYDRANT, 55.2 FT (16.8 M) EAST
 AI6849'OF THE BACK-OF-CURB OF PARKING LOT ENTRANCE, 16.4 FT (5.0 M) SOUTHWEST
 AI6849'OF THE BACK-OF-CURB OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6850 ***********************************************************************
 AI6850  DESIGNATION -  1038
 AI6850  PID         -  AI6850
 AI6850  STATE/COUNTY-  GA/DE KALB
 AI6850  USGS QUAD   -  SNELLVILLE (1992)
 AI6850
 AI6850                         *CURRENT SURVEY CONTROL
 AI6850  ___________________________________________________________________
 AI6850* NAD 83(1994)-  33 48 24.64408(N)    084 05 44.45418(W)     ADJUSTED  
 AI6850* NAVD 88     -       288.5    (meters)     947.     (feet)  GPS OBS   
 AI6850  ___________________________________________________________________
 AI6850  X           -     545,755.762 (meters)                     COMP
 AI6850  Y           -  -5,277,279.364 (meters)                     COMP
 AI6850  Z           -   3,528,808.601 (meters)                     COMP
 AI6850  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AI6850  ELLIP HEIGHT-         259.12  (meters)          (08/02/00) GPS OBS
 AI6850  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AI6850
 AI6850  HORZ ORDER  -  FIRST
 AI6850  ELLP ORDER  -  THIRD     CLASS II
 AI6850
 AI6850.The horizontal coordinates were established by GPS observations
 AI6850.and adjusted by the National Geodetic Survey in August 2000..
 AI6850
 AI6850.The orthometric height was determined by GPS observations and a
 AI6850.high-resolution geoid model.
 AI6850
 AI6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6850
 AI6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6850
 AI6850.The ellipsoidal height was determined by GPS observations
 AI6850.and is referenced to NAD 83.
 AI6850
 AI6850.The geoid height was determined by GEOID03.
 AI6850
 AI6850;                    North         East     Units Scale Factor Converg.
 AI6850;SPC GA W     -   422,083.284   706,572.079   MT  0.99990053   +0 02 22.2
 AI6850;SPC GA W     - 1,384,784.91  2,318,145.23   sFT  0.99990053   +0 02 22.2
 AI6850;UTM  16      - 3,744,533.059   768,857.224   MT  1.00049120   +1 37 00.9
 AI6850
 AI6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6850!SPC GA W     -   0.99995932  x   0.99990053  =   0.99985986
 AI6850!UTM  16      -   0.99995932  x   1.00049120  =   1.00045050
 AI6850
 AI6850                          SUPERSEDED SURVEY CONTROL
 AI6850
 AI6850.No superseded survey control is available for this station.
 AI6850
 AI6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6885744533(NAD 83)
 AI6850_MARKER: DD = SURVEY DISK
 AI6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6850_STAMPING: 1038
 AI6850_MARK LOGO: GA-089
 AI6850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6850+STABILITY: SURFACE MOTION
 AI6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6850+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6850
 AI6850  HISTORY     - Date     Condition        Report By
 AI6850  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6850
 AI6850                          STATION DESCRIPTION
 AI6850
 AI6850'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6850'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6850'THE COMMUNITY OF BERMUDA, IN GWINNETT COUNTY, IN A GRASSY AREA SOUTH
 AI6850'OF THE --PRIMROSE DAYCARE-- BUILDING.
 AI6850'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 (SCENIC
 AI6850'HIGHWAY) WITH STATE HIGHWAY 264 (BETHANY CHURCH ROAD) NORTH OF THE
 AI6850'COMMUNITY OF CENTERVILLE, GO SOUTH 0.60 MI (0.97 KM) ON HIGHWAY 124
 AI6850'(SCENIC HIGHWAY) TO THE JUNCTION OF HIGHWAY 124 (SCENIC HIGHWAY) ,
 AI6850'ANNISTOWN ROAD ON THE RIGHT, AND CENTERVILLE ROSEBUD ROAD ON THE LEFT,
 AI6850'TURN RIGHT AND GO WEST 2.90 MI (4.67 KM) ON ANNISTOWN ROAD TO DESHONG
 AI6850'DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH 0.1 MI (0.2 KM) ON DESHONG
 AI6850'DRIVE TO THE STATION ON THE LEFT.
 AI6850'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6850'SURVEY DISK STAMPED --1038-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6850'DIAMETER CONCRETE POST.  THE STATION IS, 128.5 FT (39.2 M) NORTHEAST
 AI6850'OF THE BACK-OF-CURB OF DESHONG DRIVE, 118.0 FT (36.0 M) NORTHEAST OF
 AI6850'UTILITY POLE, 113.7 FT (34.7 M) NORTHWEST OF THE SECOND FROM ROAD YARD
 AI6850'INLET, 60.8 FT (18.5 M) NORTHWEST OF THE BACK-OF-CURB OF A SHOPPING
 AI6850'CENTER PARKING LOT, 52.0 FT (15.8 M) NORTH OF THE FIRST FROM ROAD YARD
 AI6850'INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6851 ***********************************************************************
 AI6851  DESIGNATION -  1039
 AI6851  PID         -  AI6851
 AI6851  STATE/COUNTY-  GA/DE KALB
 AI6851  USGS QUAD   -  SNELLVILLE (1992)
 AI6851
 AI6851                         *CURRENT SURVEY CONTROL
 AI6851  ___________________________________________________________________
 AI6851* NAD 83(1994)-  33 49 11.85903(N)    084 07 18.64205(W)     ADJUSTED  
 AI6851* NAVD 88     -       296.7    (meters)     973.     (feet)  GPS OBS   
 AI6851  ___________________________________________________________________
 AI6851  X           -     543,263.699 (meters)                     COMP
 AI6851  Y           -  -5,276,729.498 (meters)                     COMP
 AI6851  Z           -   3,530,021.896 (meters)                     COMP
 AI6851  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AI6851  ELLIP HEIGHT-         267.34  (meters)          (08/02/00) GPS OBS
 AI6851  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AI6851
 AI6851  HORZ ORDER  -  FIRST
 AI6851  ELLP ORDER  -  THIRD     CLASS II
 AI6851
 AI6851.The horizontal coordinates were established by GPS observations
 AI6851.and adjusted by the National Geodetic Survey in August 2000..
 AI6851
 AI6851.The orthometric height was determined by GPS observations and a
 AI6851.high-resolution geoid model.
 AI6851
 AI6851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6851
 AI6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6851
 AI6851.The ellipsoidal height was determined by GPS observations
 AI6851.and is referenced to NAD 83.
 AI6851
 AI6851.The geoid height was determined by GEOID03.
 AI6851
 AI6851;                    North         East     Units Scale Factor Converg.
 AI6851;SPC GA W     -   423,536.509   704,149.140   MT  0.99990021   +0 01 29.8
 AI6851;SPC GA W     - 1,389,552.70  2,310,195.97   sFT  0.99990021   +0 01 29.8
 AI6851;UTM  16      - 3,745,919.832   766,393.758   MT  1.00047494   +1 36 10.4
 AI6851
 AI6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6851!SPC GA W     -   0.99995803  x   0.99990021  =   0.99985825
 AI6851!UTM  16      -   0.99995803  x   1.00047494  =   1.00043295
 AI6851
 AI6851                          SUPERSEDED SURVEY CONTROL
 AI6851
 AI6851.No superseded survey control is available for this station.
 AI6851
 AI6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6639445920(NAD 83)
 AI6851_MARKER: DD = SURVEY DISK
 AI6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6851_STAMPING: 1039
 AI6851_MARK LOGO: GA-089
 AI6851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6851+STABILITY: SURFACE MOTION
 AI6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6851+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6851
 AI6851  HISTORY     - Date     Condition        Report By
 AI6851  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6851
 AI6851                          STATION DESCRIPTION
 AI6851
 AI6851'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6851'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6851'THE COMMUNITY OF BERMUDA, NEAR THE DEKALB-GWINNETT COUNTY LINE, IN A
 AI6851'GRASSY AREA SOUTH OF BERMUDA ROAD AND NORTH OF A PARKING LOT.
 AI6851'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 (SCENIC
 AI6851'HIGHWAY) WITH STATE HIGHWAY 264 (BETHANY CHURCH ROAD) NORTH OF THE
 AI6851'COMMUNITY OF CENTERVILLE, GO SOUTH 0.60 MI (0.97 KM) ON HIGHWAY 124
 AI6851'(SCENIC HIGHWAY) TO THE JUNCTION OF HIGHWAY 124 (SCENIC HIGHWAY) ,
 AI6851'ANNISTOWN ROAD ON THE RIGHT, AND CENTERVILLE ROSEBUD ROAD ON THE LEFT,
 AI6851'TURN RIGHT AND GO WEST 2.90 MI (4.67 KM) ON ANNISTOWN ROAD TO THE
 AI6851'INTERSECTION OF ANNISTOWN ROAD, DESHONG DRIVE, AND ROCKBRIDGE ROAD,
 AI6851'CONTINUE WEST 0.95 MI (1.53 KM) TO PARK PLACE BOULEVARD ON THE LEFT,
 AI6851'TURN LEFT AND GO SOUTHWEST THEN NORTHWEST 1.10 MI (1.77 KM) ON PARK
 AI6851'PLACE BOULEVARD TO THE INTERSECTION OF PARK PLACE BOULEVARD WITH
 AI6851'BERMUDA ROAD, TURN LEFT AND GO WEST 0.05 MI (0.08 KM) ON BERMUDA ROAD
 AI6851'TO THE STATION ON THE LEFT.
 AI6851'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6851'SURVEY DISK STAMPED --1039-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6851'DIAMETER CONCRETE POST.  THE STATION IS, 197.7 FT (60.3 M) WEST OF A
 AI6851'FIRE HYDRANT, 119.3 FT (36.4 M) NORTH OF A LIGHT POLE FOR PARKING LOT,
 AI6851'98.4 FT (30.0 M) EAST OF A FIRE HYDRANT, AND 31.0 FT (9.4 M) SOUTH OF
 AI6851'THE SOUTH EDGE-OF-PAVEMENT OF BERMUDA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1216 ***********************************************************************
 BS1216  DESIGNATION -  104 WLC USGS
 BS1216  PID         -  BS1216
 BS1216  STATE/COUNTY-  GA/BERRIEN
 BS1216  USGS QUAD   -  NASHVILLE WEST (1973)
 BS1216
 BS1216                         *CURRENT SURVEY CONTROL
 BS1216  ___________________________________________________________________
 BS1216* NAD 83(1986)-  31 12 54.     (N)    083 16 08.     (W)     SCALED    
 BS1216* NAVD 88     -        62.909  (meters)     206.39   (feet)  ADJUSTED  
 BS1216  ___________________________________________________________________
 BS1216  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BS1216  DYNAMIC HT  -          62.833 (meters)     206.14  (feet)  COMP
 BS1216  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 BS1216
 BS1216  VERT ORDER  -  SECOND    CLASS 0
 BS1216
 BS1216.The horizontal coordinates were scaled from a topographic map and have
 BS1216.an estimated accuracy of +/- 6 seconds.
 BS1216
 BS1216.The orthometric height was determined by differential leveling
 BS1216.and adjusted by the National Geodetic Survey in June 1991..
 BS1216
 BS1216.The geoid height was determined by GEOID03.
 BS1216
 BS1216.The dynamic height is computed by dividing the NAVD 88
 BS1216.geopotential number by the normal gravity value computed on the
 BS1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1216.degrees latitude (g = 980.6199 gals.).
 BS1216
 BS1216.The modeled gravity was interpolated from observed gravity values.
 BS1216
 BS1216;                    North         East    Units  Estimated Accuracy
 BS1216;SPC GA W     -   135,030.      785,540.      MT  (+/- 180 meters Scaled)
 BS1216
 BS1216                          SUPERSEDED SURVEY CONTROL
 BS1216
 BS1216  NGVD 29 (??/??/92)   63.12   (m)          207.1    (f) COMPUTED    2 0
 BS1216
 BS1216.Superseded values are not recommended for survey control.
 BS1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1216.See file dsdata.txt to determine how the superseded data were derived.
 BS1216
 BS1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ838556(NAD 83)
 BS1216_MARKER: DD = SURVEY DISK
 BS1216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1216_SP_SET: BRIDGE
 BS1216_STAMPING: 104 WLC 1972
 BS1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1216
 BS1216  HISTORY     - Date     Condition        Report By
 BS1216  HISTORY     - 1972     MONUMENTED       USGS
 BS1216  HISTORY     - 1973     GOOD             NGS
 BS1216
 BS1216                          STATION DESCRIPTION
 BS1216
 BS1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1216'1.35 MI NW FROM NASHVILLE.
 BS1216'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1216'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1216'125 AND 76 AT NASHVILLE, 18 FEET NORTH OF THE CENTER LINE OF THE
 BS1216'HIGHWAY, SET IN THE TOP AND 0.9 FOOT WEST OF THE EAST END OF THE EAST
 BS1216'CONCRETE WINGWALL FOR A 200-FOOT CONCRETE BRIDGE OVER A SLOUGH, 3.6
 BS1216'FEET EAST OF THE EAST CORNER OF THE CONCRETE BRIDGE RAILING, AND ABOUT
 BS1216'LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6852 ***********************************************************************
 AI6852  DESIGNATION -  1040
 AI6852  PID         -  AI6852
 AI6852  STATE/COUNTY-  GA/DE KALB
 AI6852  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6852
 AI6852                         *CURRENT SURVEY CONTROL
 AI6852  ___________________________________________________________________
 AI6852* NAD 83(1994)-  33 48 26.86201(N)    084 10 15.54848(W)     ADJUSTED  
 AI6852* NAVD 88     -       316.8    (meters)    1039.     (feet)  GPS OBS   
 AI6852  ___________________________________________________________________
 AI6852  X           -     538,817.875 (meters)                     COMP
 AI6852  Y           -  -5,277,977.626 (meters)                     COMP
 AI6852  Z           -   3,528,881.109 (meters)                     COMP
 AI6852  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AI6852  ELLIP HEIGHT-         287.38  (meters)          (08/02/00) GPS OBS
 AI6852  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AI6852
 AI6852  HORZ ORDER  -  FIRST
 AI6852  ELLP ORDER  -  THIRD     CLASS II
 AI6852
 AI6852.The horizontal coordinates were established by GPS observations
 AI6852.and adjusted by the National Geodetic Survey in August 2000..
 AI6852
 AI6852.The orthometric height was determined by GPS observations and a
 AI6852.high-resolution geoid model.
 AI6852
 AI6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6852
 AI6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6852
 AI6852.The ellipsoidal height was determined by GPS observations
 AI6852.and is referenced to NAD 83.
 AI6852
 AI6852.The geoid height was determined by GEOID03.
 AI6852
 AI6852;                    North         East     Units Scale Factor Converg.
 AI6852;SPC GA W     -   422,149.357   699,600.130   MT  0.99990000   -0 00 08.7
 AI6852;SPC GA W     - 1,385,001.68  2,295,271.43   sFT  0.99990000   -0 00 08.7
 AI6852;UTM  16      - 3,744,407.116   761,882.138   MT  1.00044556   +1 34 29.9
 AI6852
 AI6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6852!SPC GA W     -   0.99995489  x   0.99990000  =   0.99985489
 AI6852!UTM  16      -   0.99995489  x   1.00044556  =   1.00040043
 AI6852
 AI6852                          SUPERSEDED SURVEY CONTROL
 AI6852
 AI6852.No superseded survey control is available for this station.
 AI6852
 AI6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6188244407(NAD 83)
 AI6852_MARKER: DD = SURVEY DISK
 AI6852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6852_STAMPING: 1040
 AI6852_MARK LOGO: GA-089
 AI6852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6852+STABILITY: SURFACE MOTION
 AI6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6852+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6852
 AI6852  HISTORY     - Date     Condition        Report By
 AI6852  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6852
 AI6852                          STATION DESCRIPTION
 AI6852
 AI6852'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6852'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6852'COMMUNITY OF STONE MOUNTAIN, IN SOUTHWEST QUADRANT OF EAST MOUNTAIN
 AI6852'STREET WITH MAIN STREET.
 AI6852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 (STONE
 AI6852'MOUNTAIN BYPASS) WITH EAST PONCE DE LEON AVENUE BRIDGE, GO SOUTHEAST
 AI6852'0.40 MI (0.64 KM) ON PONCE DE LEON AVENUE TO THE JUNCTION OF PONCE DE
 AI6852'LEON AVENUE, MAIN STREET, SILVER HILL ROAD, AND CEMETERY CIRCLE, TURN
 AI6852'RIGHT AND GO SOUTH 0.30 MI (0.48 KM) ON MAIN STREET TO THE STATION ON
 AI6852'THE RIGHT.
 AI6852'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6852'SURVEY DISK STAMPED --1040-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6852'DIAMETER CONCRETE POST.  THE STATION IS, 203.0 FT (61.9 M) SOUTH OF A
 AI6852'TRAFFIC LIGHT POLE, 83.7 FT (25.5 M) NORTHWEST OF A UTILITY POLE, 22.0
 AI6852'FT (6.7 M) WEST OF THE WEST RAIL OF THE RAILROAD TRACK, AND 7.0 FT
 AI6852'(2.1 M) EAST OF A CHAIN LINK FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6853 ***********************************************************************
 AI6853  DESIGNATION -  1041
 AI6853  PID         -  AI6853
 AI6853  STATE/COUNTY-  GA/DE KALB
 AI6853  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6853
 AI6853                         *CURRENT SURVEY CONTROL
 AI6853  ___________________________________________________________________
 AI6853* NAD 83(1994)-  33 49 09.01049(N)    084 13 44.43371(W)     ADJUSTED  
 AI6853* NAVD 88     -       315.8    (meters)    1036.     (feet)  GPS OBS   
 AI6853  ___________________________________________________________________
 AI6853  X           -     533,399.814 (meters)                     COMP
 AI6853  Y           -  -5,277,800.689 (meters)                     COMP
 AI6853  Z           -   3,529,959.558 (meters)                     COMP
 AI6853  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AI6853  ELLIP HEIGHT-         286.35  (meters)          (08/02/00) GPS OBS
 AI6853  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AI6853
 AI6853  HORZ ORDER  -  FIRST
 AI6853  ELLP ORDER  -  THIRD     CLASS II
 AI6853
 AI6853.The horizontal coordinates were established by GPS observations
 AI6853.and adjusted by the National Geodetic Survey in August 2000..
 AI6853
 AI6853.The orthometric height was determined by GPS observations and a
 AI6853.high-resolution geoid model.
 AI6853
 AI6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6853
 AI6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6853
 AI6853.The ellipsoidal height was determined by GPS observations
 AI6853.and is referenced to NAD 83.
 AI6853
 AI6853.The geoid height was determined by GEOID03.
 AI6853
 AI6853;                    North         East     Units Scale Factor Converg.
 AI6853;SPC GA W     -   423,449.596   694,228.884   MT  0.99990041   -0 02 04.9
 AI6853;SPC GA W     - 1,389,267.55  2,277,649.26   sFT  0.99990041   -0 02 04.9
 AI6853;UTM  16      - 3,745,559.597   756,474.277   MT  1.00041099   +1 32 35.2
 AI6853
 AI6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6853!SPC GA W     -   0.99995505  x   0.99990041  =   0.99985546
 AI6853!UTM  16      -   0.99995505  x   1.00041099  =   1.00036602
 AI6853
 AI6853                          SUPERSEDED SURVEY CONTROL
 AI6853
 AI6853.No superseded survey control is available for this station.
 AI6853
 AI6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5647445560(NAD 83)
 AI6853_MARKER: DD = SURVEY DISK
 AI6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6853_STAMPING: 1041
 AI6853_MARK LOGO: GA-089
 AI6853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6853+STABILITY: SURFACE MOTION
 AI6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6853+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6853
 AI6853  HISTORY     - Date     Condition        Report By
 AI6853  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6853
 AI6853                          STATION DESCRIPTION
 AI6853
 AI6853'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6853'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6853'COMMUNITY OF MONTREAL, IN THE GRASS ISLAND LOCATED IN THE --FAMILY
 AI6853'DOLLAR-- PARKING LOT.
 AI6853'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 AND STATE
 AI6853'HIGHWAY 410 (BILL EVANS HIGHWAY) WITH THE MOUNTAIN INDUSTRIAL
 AI6853'BOULEVARD BRIDGE, GO SOUTH 0.60 MI (0.97 KM) ON MOUNTAIN INDUSTRIAL
 AI6853'BOULEVARD TO THE JUNCTION OF MOUNTAIN INDUSTRIAL BOULEVARD WITH EAST
 AI6853'PONCE DE LEON AVENUE, TURN RIGHT AND GO WEST 2.00 MI (3.22 KM) ON EAST
 AI6853'PONCE DE LEON AVENUE TO THE STATION ON THE RIGHT.
 AI6853'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6853'SURVEY DISK STAMPED --1041-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6853'DIAMETER CONCRETE POST.  THE STATION IS, 144.2 FT (44.0 M) WEST OF THE
 AI6853'VILLAGE PLAZA SIGN, 121.0 FT (36.9 M) EAST OF THE NORTHEAST CORNER OF
 AI6853'A BUS STOP, 54.8 FT (16.7 M) NORTH OF A UTILITY POLE, 17.6 FT (5.4 M)
 AI6853'NORTH OF THE BACK-OF-CURB OF PONCE DE LEON AVENUE, AND 8.0 FT (2.4 M)
 AI6853'SOUTH OF THE BACK-OF-CURB OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0429 ***********************************************************************
 DG0429  DESIGNATION -  1041.3
 DG0429  PID         -  DG0429
 DG0429  STATE/COUNTY-  GA/DE KALB
 DG0429  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0429
 DG0429                         *CURRENT SURVEY CONTROL
 DG0429  ___________________________________________________________________
 DG0429* NAD 83(1986)-  33 48 29.     (N)    084 10 14.     (W)     SCALED    
 DG0429* NAVD 88     -       317.437  (meters)    1041.46   (feet)  ADJUSTED  
 DG0429  ___________________________________________________________________
 DG0429  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG0429  DYNAMIC HT  -         317.088 (meters)    1040.31  (feet)  COMP
 DG0429  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DG0429
 DG0429  VERT ORDER  -  SECOND    CLASS 0
 DG0429
 DG0429.The horizontal coordinates were scaled from a topographic map and have
 DG0429.an estimated accuracy of +/- 6 seconds.
 DG0429
 DG0429.The orthometric height was determined by differential leveling
 DG0429.and adjusted by the National Geodetic Survey in June 1991..
 DG0429
 DG0429.The geoid height was determined by GEOID03.
 DG0429
 DG0429.The dynamic height is computed by dividing the NAVD 88
 DG0429.geopotential number by the normal gravity value computed on the
 DG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0429.degrees latitude (g = 980.6199 gals.).
 DG0429
 DG0429.The modeled gravity was interpolated from observed gravity values.
 DG0429
 DG0429;                    North         East    Units  Estimated Accuracy
 DG0429;SPC GA W     -   422,220.      699,640.      MT  (+/- 180 meters Scaled)
 DG0429
 DG0429                          SUPERSEDED SURVEY CONTROL
 DG0429
 DG0429  NGVD 29 (??/??/92)  317.381  (m)         1041.27   (f) ADJ UNCH    2 0
 DG0429
 DG0429.Superseded values are not recommended for survey control.
 DG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0429.See file dsdata.txt to determine how the superseded data were derived.
 DG0429
 DG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC619444(NAD 83)
 DG0429_MARKER: DD = SURVEY DISK
 DG0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0429+STABILITY: SURFACE MOTION
 DG0429
 DG0429  HISTORY     - Date     Condition        Report By
 DG0429  HISTORY     - UNK      MONUMENTED       GAGS
 DG0429  HISTORY     - 1953     MARK NOT FOUND   NGS
 DG0429
 DG0429                          STATION DESCRIPTION
 DG0429
 DG0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0429'AT STONE MOUNTAIN.
 DG0429'AT STONE MOUNTAIN, DE KALB COUNTY, ABOUT 600 FEET WEST OF THE
 DG0429'GEORGIA RAILROAD STATION, NORTHWEST OF THE CENTER OF A ROAD
 DG0429'CROSSING, ABOUT 8 FEET HIGHER THAN THE TOP OF THE RAIL, AND SET
 DG0429'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6854 ***********************************************************************
 AI6854  DESIGNATION -  1042
 AI6854  PID         -  AI6854
 AI6854  STATE/COUNTY-  GA/DE KALB
 AI6854  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6854
 AI6854                         *CURRENT SURVEY CONTROL
 AI6854  ___________________________________________________________________
 AI6854* NAD 83(1994)-  33 48 25.58275(N)    084 16 34.64821(W)     ADJUSTED  
 AI6854* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 AI6854  ___________________________________________________________________
 AI6854  X           -     529,116.044 (meters)                     COMP
 AI6854  Y           -  -5,278,955.154 (meters)                     COMP
 AI6854  Z           -   3,528,831.070 (meters)                     COMP
 AI6854  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AI6854  ELLIP HEIGHT-         256.31  (meters)          (08/02/00) GPS OBS
 AI6854  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AI6854
 AI6854  HORZ ORDER  -  FIRST
 AI6854  ELLP ORDER  -  THIRD     CLASS II
 AI6854
 AI6854.The horizontal coordinates were established by GPS observations
 AI6854.and adjusted by the National Geodetic Survey in August 2000..
 AI6854
 AI6854.The orthometric height was determined by GPS observations and a
 AI6854.high-resolution geoid model.
 AI6854
 AI6854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6854
 AI6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6854
 AI6854.The ellipsoidal height was determined by GPS observations
 AI6854.and is referenced to NAD 83.
 AI6854
 AI6854.The geoid height was determined by GEOID03.
 AI6854
 AI6854;                    North         East     Units Scale Factor Converg.
 AI6854;SPC GA W     -   422,115.340   689,850.542   MT  0.99990127   -0 03 39.6
 AI6854;SPC GA W     - 1,384,890.08  2,263,284.65   sFT  0.99990127   -0 03 39.6
 AI6854;UTM  16      - 3,744,104.590   752,132.170   MT  1.00038376   +1 30 58.6
 AI6854
 AI6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6854!SPC GA W     -   0.99995976  x   0.99990127  =   0.99986104
 AI6854!UTM  16      -   0.99995976  x   1.00038376  =   1.00034351
 AI6854
 AI6854                          SUPERSEDED SURVEY CONTROL
 AI6854
 AI6854.No superseded survey control is available for this station.
 AI6854
 AI6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5213244105(NAD 83)
 AI6854_MARKER: DD = SURVEY DISK
 AI6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6854_STAMPING: 1042
 AI6854_MARK LOGO: GA-089
 AI6854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6854+STABILITY: SURFACE MOTION
 AI6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6854+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6854
 AI6854  HISTORY     - Date     Condition        Report By
 AI6854  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6854
 AI6854                          STATION DESCRIPTION
 AI6854
 AI6854'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6854'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTHEAST
 AI6854'OF THE COMMUNITY OF DECATUR, IN THE GRASS MEDIAN LOCATED AT THE
 AI6854'ENTRANCE TO THE MARKET SQUARE AT NORTH DEKALB MALL PARKING LOT.
 AI6854'THE STATION IS IN THE PARKING LOT OF THE MARKET SQUARE AT NORTH DEKALB
 AI6854'MALL, IN THE GRASS MEDIAN CONSTRUCTED BETWEEN THE ENTRANCE AND EXIT OF
 AI6854'THE PARKING AREA FOR THE RICH DEPARTMENT STORE, NORTHWEST OF THE
 AI6854'JUNCTION OF US HIGHWAY 78 AND STATE HIGHWAY 410 WITH US HIGHWAY 29 AND
 AI6854'STATE HIGHWAY 8.
 AI6854'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6854'SURVEY DISK STAMPED --1042-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6854'DIAMETER CONCRETE POST.  THE STATION IS, 127.5 FT (38.9 M) SOUTHEAST
 AI6854'OF A LIGHT POLE, 76.1 FT (23.2 M) WEST OF A LIGHT POLE, 58.5 FT (17.8
 AI6854'M) NORTHEAST OF A LIGHT POLE, 6.3 FT (1.9 M) WEST OF THE BACK-OF-CURB
 AI6854'OF THE MALL PARKING LOT, 5.1 FT (1.6 M) EAST OF THE EAST EDGE OF
 AI6854'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6855 ***********************************************************************
 AI6855  DESIGNATION -  1043
 AI6855  PID         -  AI6855
 AI6855  STATE/COUNTY-  GA/DE KALB
 AI6855  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6855
 AI6855                         *CURRENT SURVEY CONTROL
 AI6855  ___________________________________________________________________
 AI6855* NAD 83(1994)-  33 48 51.64955(N)    084 18 32.68982(W)     ADJUSTED  
 AI6855* NAVD 88     -       307.0    (meters)    1007.     (feet)  GPS OBS   
 AI6855  ___________________________________________________________________
 AI6855  X           -     526,052.328 (meters)                     COMP
 AI6855  Y           -  -5,278,829.822 (meters)                     COMP
 AI6855  Z           -   3,529,510.158 (meters)                     COMP
 AI6855  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AI6855  ELLIP HEIGHT-         277.42  (meters)          (08/02/00) GPS OBS
 AI6855  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AI6855
 AI6855  HORZ ORDER  -  FIRST
 AI6855  ELLP ORDER  -  THIRD     CLASS II
 AI6855
 AI6855.The horizontal coordinates were established by GPS observations
 AI6855.and adjusted by the National Geodetic Survey in August 2000..
 AI6855
 AI6855.The orthometric height was determined by GPS observations and a
 AI6855.high-resolution geoid model.
 AI6855
 AI6855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6855
 AI6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6855
 AI6855.The ellipsoidal height was determined by GPS observations
 AI6855.and is referenced to NAD 83.
 AI6855
 AI6855.The geoid height was determined by GEOID03.
 AI6855
 AI6855;                    North         East     Units Scale Factor Converg.
 AI6855;SPC GA W     -   422,922.115   686,815.888   MT  0.99990214   -0 04 45.3
 AI6855;SPC GA W     - 1,387,536.97  2,253,328.46   sFT  0.99990214   -0 04 45.3
 AI6855;UTM  16      - 3,744,827.866   749,075.014   MT  1.00036486   +1 29 53.8
 AI6855
 AI6855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6855!SPC GA W     -   0.99995645  x   0.99990214  =   0.99985859
 AI6855!UTM  16      -   0.99995645  x   1.00036486  =   1.00032129
 AI6855
 AI6855                          SUPERSEDED SURVEY CONTROL
 AI6855
 AI6855.No superseded survey control is available for this station.
 AI6855
 AI6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4907544828(NAD 83)
 AI6855_MARKER: DD = SURVEY DISK
 AI6855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6855_STAMPING: 1043
 AI6855_MARK LOGO: GA-089
 AI6855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6855+STABILITY: SURFACE MOTION
 AI6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6855+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6855
 AI6855  HISTORY     - Date     Condition        Report By
 AI6855  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6855
 AI6855                          STATION DESCRIPTION
 AI6855
 AI6855'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6855'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6855'THE COMMUNITY OF DECATUR, NORTH OF THE INTERSECTION OF DRUID HILLS
 AI6855'ROAD WITH AZALEA ROAD.
 AI6855'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE
 AI6855'HIGHWAY 155 (CLAIRMONT ROAD) WITH STATE HIGHWAY 236 (LA VISTA ROAD) ,
 AI6855'GO SOUTHWEST 0.50 MI (0.80 KM) ON HIGHWAY 236 (LA VISTA ROAD) TO THE
 AI6855'JUNCTION OF HIGHWAY 236 (LA VISTA ROAD) WITH NORTH DRUID HILLS ROAD,
 AI6855'TURN LEFT AND GO SOUTHEAST 0.30 MI (0.48 KM) ON NORTH DRUID HILLS ROAD
 AI6855'AND THE STATION ON THE LEFT.
 AI6855'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6855'SURVEY DISK STAMPED --1043-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6855'DIAMETER CONCRETE POST.  THE STATION IS, 79.7 FT (24.3 M) WEST OF A
 AI6855'UTILITY POLE, 45.0 FT (13.7 M) SOUTHEAST OF A LIGHT POLE, 42.7 FT
 AI6855'(13.0 M) NORTHEAST OF A UTILITY POLE, 23.0 FT (7.0 M) NORTH OF THE
 AI6855'NORTH EDGE-OF-SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6856 ***********************************************************************
 AI6856  DESIGNATION -  1044
 AI6856  PID         -  AI6856
 AI6856  STATE/COUNTY-  GA/DE KALB
 AI6856  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6856
 AI6856                         *CURRENT SURVEY CONTROL
 AI6856  ___________________________________________________________________
 AI6856* NAD 83(1994)-  33 49 44.63681(N)    084 19 53.88177(W)     ADJUSTED  
 AI6856* NAVD 88     -       277.7    (meters)     911.     (feet)  GPS OBS   
 AI6856  ___________________________________________________________________
 AI6856  X           -     523,882.220 (meters)                     COMP
 AI6856  Y           -  -5,278,107.937 (meters)                     COMP
 AI6856  Z           -   3,530,850.202 (meters)                     COMP
 AI6856  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AI6856  ELLIP HEIGHT-         248.10  (meters)          (08/02/00) GPS OBS
 AI6856  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AI6856
 AI6856  HORZ ORDER  -  FIRST
 AI6856  ELLP ORDER  -  THIRD     CLASS II
 AI6856
 AI6856.The horizontal coordinates were established by GPS observations
 AI6856.and adjusted by the National Geodetic Survey in August 2000..
 AI6856
 AI6856.The orthometric height was determined by GPS observations and a
 AI6856.high-resolution geoid model.
 AI6856
 AI6856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6856
 AI6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6856
 AI6856.The ellipsoidal height was determined by GPS observations
 AI6856.and is referenced to NAD 83.
 AI6856
 AI6856.The geoid height was determined by GEOID03.
 AI6856
 AI6856;                    North         East     Units Scale Factor Converg.
 AI6856;SPC GA W     -   424,557.655   684,730.604   MT  0.99990287   -0 05 30.6
 AI6856;SPC GA W     - 1,392,902.91  2,246,486.99   sFT  0.99990287   -0 05 30.6
 AI6856;UTM  16      - 3,746,406.087   746,944.516   MT  1.00035183   +1 29 10.6
 AI6856
 AI6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6856!SPC GA W     -   0.99996105  x   0.99990287  =   0.99986393
 AI6856!UTM  16      -   0.99996105  x   1.00035183  =   1.00031287
 AI6856
 AI6856                          SUPERSEDED SURVEY CONTROL
 AI6856
 AI6856.No superseded survey control is available for this station.
 AI6856
 AI6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4694546406(NAD 83)
 AI6856_MARKER: DD = SURVEY DISK
 AI6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6856_STAMPING: 1044
 AI6856_MARK LOGO: GA-089
 AI6856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6856+STABILITY: SURFACE MOTION
 AI6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6856+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AI6856
 AI6856  HISTORY     - Date     Condition        Report By
 AI6856  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6856  HISTORY     - 20060520 GOOD             STRSMA
 AI6856
 AI6856                          STATION DESCRIPTION
 AI6856
 AI6856'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6856'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, EAST OF
 AI6856'THE COMMUNITY OF BUCKHEAD, SOUTHEAST OF THE JUNCTION OF INTERSTATE 85
 AI6856'WITH STATE HIGHWAY 43.
 AI6856'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 WITH STATE
 AI6856'HIGHWAY 43 (NORTH DRUID HILLS ROAD) BRIDGE (EXIT 31) , GO SOUTHEAST
 AI6856'0.20 MI (0.32 KM) ON STATE HIGHWAY 43 (NORTH DRUID HILLS ROAD) AND THE
 AI6856'STATION ON THE LEFT.
 AI6856'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6856'SURVEY DISK STAMPED --1044-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6856'DIAMETER CONCRETE POST.  THE STATION IS, 42.2 FT (12.9 M) EAST OF
 AI6856'NORTH DRUID HILLS ROAD, 66.8 FT (20.4 M) NORTHWEST OF THE NORTHWEST
 AI6856'CORNER OF THE REMAX BUILDING, 61.0 FT (18.6 M) NORTHEAST OF A CATCH
 AI6856'BASIN, 55.9 FT (17.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AI6856'EINSTEIN BROS.  BAGELS BUILDING, AND 6.8 FT (2.1 M) SOUTH OF A PARKING
 AI6856'LOT.
 AI6856
 AI6856                          STATION RECOVERY (2006)
 AI6856
 AI6856'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 AI6856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6857 ***********************************************************************
 AI6857  DESIGNATION -  1045
 AI6857  PID         -  AI6857
 AI6857  STATE/COUNTY-  GA/DE KALB
 AI6857  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6857
 AI6857                         *CURRENT SURVEY CONTROL
 AI6857  ___________________________________________________________________
 AI6857* NAD 83(1994)-  33 50 00.38417(N)    084 18 11.50980(W)     ADJUSTED  
 AI6857* NAVD 88     -       278.6    (meters)     914.     (feet)  GPS OBS   
 AI6857  ___________________________________________________________________
 AI6857  X           -     526,475.013 (meters)                     COMP
 AI6857  Y           -  -5,277,579.248 (meters)                     COMP
 AI6857  Z           -   3,531,253.780 (meters)                     COMP
 AI6857  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AI6857  ELLIP HEIGHT-         249.04  (meters)          (08/02/00) GPS OBS
 AI6857  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AI6857
 AI6857  HORZ ORDER  -  FIRST
 AI6857  ELLP ORDER  -  THIRD     CLASS II
 AI6857
 AI6857.The horizontal coordinates were established by GPS observations
 AI6857.and adjusted by the National Geodetic Survey in August 2000..
 AI6857
 AI6857.The orthometric height was determined by GPS observations and a
 AI6857.high-resolution geoid model.
 AI6857
 AI6857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6857
 AI6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6857
 AI6857.The ellipsoidal height was determined by GPS observations
 AI6857.and is referenced to NAD 83.
 AI6857
 AI6857.The geoid height was determined by GEOID03.
 AI6857
 AI6857;                    North         East     Units Scale Factor Converg.
 AI6857;SPC GA W     -   425,038.943   687,363.353   MT  0.99990197   -0 04 33.7
 AI6857;SPC GA W     - 1,394,481.93  2,255,124.60   sFT  0.99990197   -0 04 33.7
 AI6857;UTM  16      - 3,746,959.956   749,564.209   MT  1.00036787   +1 30 08.3
 AI6857
 AI6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6857!SPC GA W     -   0.99996091  x   0.99990197  =   0.99986288
 AI6857!UTM  16      -   0.99996091  x   1.00036787  =   1.00032876
 AI6857
 AI6857                          SUPERSEDED SURVEY CONTROL
 AI6857
 AI6857.No superseded survey control is available for this station.
 AI6857
 AI6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4956446960(NAD 83)
 AI6857_MARKER: DD = SURVEY DISK
 AI6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6857_STAMPING: 1045
 AI6857_MARK LOGO: GA-089
 AI6857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6857+STABILITY: SURFACE MOTION
 AI6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6857+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6857
 AI6857  HISTORY     - Date     Condition        Report By
 AI6857  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6857
 AI6857                          STATION DESCRIPTION
 AI6857
 AI6857'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6857'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTH OF
 AI6857'THE COMMUNITY OF CHAMBLEE, ON THE NORTH SIDE OF AND IN LINE-OF-SIGHT
 AI6857'WITH THE EAST EDGE OF THE SAGAMORE HILLS ELEMENTARY SCHOOL.
 AI6857'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE
 AI6857'HIGHWAY 155 (CLAIRMONT ROAD) WITH STATE HIGHWAY 236 (LA VISTA ROAD) ,
 AI6857'GO NORTH 1.05 MI (1.69 KM) ON HIGHWAYS 23 AND 155 (CLAIRMONT ROAD) TO
 AI6857'THE JUNCTION OF HIGHWAYS 23 AND 155 (CLAIRMONT ROAD) WITH AUDUBON
 AI6857'DRIVE, TURN RIGHT AND GO EAST 0.20 MI (0.32 KM) ON AUDUBON DRIVE TO
 AI6857'THE INTERSECTION OF AUDUBON DRIVE WITH RAVENWOOD ROAD, TURN RIGHT AND
 AI6857'GO SOUTH 0.10 MI (0.16 KM) ON RAVENWOOD ROAD TO THE REAR ENTRANCE TO
 AI6857'THE SCHOOL, TURN LEFT AND GO EAST CROSSING THE GRASS PLAYGROUND AREA
 AI6857'TO THE STATION ON THE LEFT.
 AI6857'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6857'SURVEY DISK STAMPED --1045-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6857'DIAMETER CONCRETE POST.  THE STATION IS, 120.4 KM (74.80 MI) NORTHEAST
 AI6857'OF UTILITY POLE, 87.0 FT (26.5 M) NORTH-NORTHWEST OF UTILITY POLE,
 AI6857'77.8 FT (23.7 M) NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 AI6857'AND 74.4 FT (22.7 M) NORTH OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6858 ***********************************************************************
 AI6858  DESIGNATION -  1046
 AI6858  PID         -  AI6858
 AI6858  STATE/COUNTY-  GA/DE KALB
 AI6858  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6858
 AI6858                         *CURRENT SURVEY CONTROL
 AI6858  ___________________________________________________________________
 AI6858* NAD 83(1994)-  33 50 31.74262(N)    084 15 35.66897(W)     ADJUSTED  
 AI6858* NAVD 88     -       313.0    (meters)    1027.     (feet)  GPS OBS   
 AI6858  ___________________________________________________________________
 AI6858  X           -     530,411.323 (meters)                     COMP
 AI6858  Y           -  -5,276,673.120 (meters)                     COMP
 AI6858  Z           -   3,532,075.537 (meters)                     COMP
 AI6858  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AI6858  ELLIP HEIGHT-         283.51  (meters)          (08/02/00) GPS OBS
 AI6858  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AI6858
 AI6858  HORZ ORDER  -  FIRST
 AI6858  ELLP ORDER  -  THIRD     CLASS II
 AI6858
 AI6858.The horizontal coordinates were established by GPS observations
 AI6858.and adjusted by the National Geodetic Survey in August 2000..
 AI6858
 AI6858.The orthometric height was determined by GPS observations and a
 AI6858.high-resolution geoid model.
 AI6858
 AI6858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6858
 AI6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6858
 AI6858.The ellipsoidal height was determined by GPS observations
 AI6858.and is referenced to NAD 83.
 AI6858
 AI6858.The geoid height was determined by GEOID03.
 AI6858
 AI6858;                    North         East     Units Scale Factor Converg.
 AI6858;SPC GA W     -   426,000.558   691,370.876   MT  0.99990092   -0 03 06.9
 AI6858;SPC GA W     - 1,397,636.83  2,268,272.62   sFT  0.99990092   -0 03 06.9
 AI6858;UTM  16      - 3,748,032.113   753,545.626   MT  1.00039257   +1 31 36.4
 AI6858
 AI6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6858!SPC GA W     -   0.99995549  x   0.99990092  =   0.99985642
 AI6858!UTM  16      -   0.99995549  x   1.00039257  =   1.00034805
 AI6858
 AI6858                          SUPERSEDED SURVEY CONTROL
 AI6858
 AI6858.No superseded survey control is available for this station.
 AI6858
 AI6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5354648032(NAD 83)
 AI6858_MARKER: DD = SURVEY DISK
 AI6858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6858_STAMPING: 1046
 AI6858_MARK LOGO: GA-089
 AI6858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6858+STABILITY: SURFACE MOTION
 AI6858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6858+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6858
 AI6858  HISTORY     - Date     Condition        Report By
 AI6858  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6858
 AI6858                          STATION DESCRIPTION
 AI6858
 AI6858'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6858'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6858'THE COMMUNITY OF REHOBOTH, IN THE FIRST GRASS MEDIAN IN THE PARKING
 AI6858'LOT OF THE GEORGIA FEDERAL CREDIT UNION.
 AI6858'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE
 AI6858'HIGHWAY 155 (CLAIRMONT ROAD) WITH STATE HIGHWAY 236 (LA VISTA ROAD) ,
 AI6858'GO NORTHEAST 3.00 MI (4.83 KM) ON HIGHWAY 236 (LA VISTA ROAD) TO THE
 AI6858'JUNCTION OF HIGHWAY 236 (LA VISTA ROAD) WITH HAROBI DRIVE, CONTINUE
 AI6858'NORTHEAST 300 FT (91.4 M) TO THE STATION ON THE LEFT.
 AI6858'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6858'SURVEY DISK STAMPED --1046-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6858'DIAMETER CONCRETE POST.  THE STATION IS, 98.1 FT (29.9 M) EAST OF A
 AI6858'LIGHT POLE, 92.4 FT (28.2 M) NORTHWEST OF A LIGHT POLE, 75.0 FT (22.9
 AI6858'M) NORTH OF THE EDGE-OF-PAVEMENT OF LA VISTA ROAD, 71.4 FT (21.8 M)
 AI6858'EAST OF A LIGHT POLE, 6.9 FT (2.1 M) SOUTH OF THE BACK-OF-CURB OF THE
 AI6858'MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6859 ***********************************************************************
 AI6859  DESIGNATION -  1047
 AI6859  PID         -  AI6859
 AI6859  STATE/COUNTY-  GA/DE KALB
 AI6859  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6859
 AI6859                         *CURRENT SURVEY CONTROL
 AI6859  ___________________________________________________________________
 AI6859* NAD 83(1994)-  33 49 51.23737(N)    084 09 27.09097(W)     ADJUSTED  
 AI6859* NAVD 88     -       295.0    (meters)     968.     (feet)  GPS OBS   
 AI6859  ___________________________________________________________________
 AI6859  X           -     539,908.673 (meters)                     COMP
 AI6859  Y           -  -5,276,393.437 (meters)                     COMP
 AI6859  Z           -   3,531,028.889 (meters)                     COMP
 AI6859  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AI6859  ELLIP HEIGHT-         265.60  (meters)          (08/02/00) GPS OBS
 AI6859  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AI6859
 AI6859  HORZ ORDER  -  FIRST
 AI6859  ELLP ORDER  -  THIRD     CLASS II
 AI6859
 AI6859.The horizontal coordinates were established by GPS observations
 AI6859.and adjusted by the National Geodetic Survey in August 2000..
 AI6859
 AI6859.The orthometric height was determined by GPS observations and a
 AI6859.high-resolution geoid model.
 AI6859
 AI6859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6859
 AI6859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6859
 AI6859.The ellipsoidal height was determined by GPS observations
 AI6859.and is referenced to NAD 83.
 AI6859
 AI6859.The geoid height was determined by GEOID03.
 AI6859
 AI6859;                    North         East     Units Scale Factor Converg.
 AI6859;SPC GA W     -   424,748.804   700,846.111   MT  0.99990001   +0 00 18.3
 AI6859;SPC GA W     - 1,393,530.03  2,299,359.28   sFT  0.99990001   +0 00 18.3
 AI6859;UTM  16      - 3,747,041.333   763,056.714   MT  1.00045315   +1 35 00.4
 AI6859
 AI6859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6859!SPC GA W     -   0.99995831  x   0.99990001  =   0.99985832
 AI6859!UTM  16      -   0.99995831  x   1.00045315  =   1.00041144
 AI6859
 AI6859                          SUPERSEDED SURVEY CONTROL
 AI6859
 AI6859.No superseded survey control is available for this station.
 AI6859
 AI6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6305747041(NAD 83)
 AI6859_MARKER: DD = SURVEY DISK
 AI6859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6859_STAMPING: 1047
 AI6859_MARK LOGO: GA-089
 AI6859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6859+STABILITY: SURFACE MOTION
 AI6859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6859+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6859
 AI6859  HISTORY     - Date     Condition        Report By
 AI6859  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6859
 AI6859                          STATION DESCRIPTION
 AI6859
 AI6859'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6859'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6859'THE COMMUNITY OF STONE MOUNTAIN, IN THE GRASS MEDIAN IN THE PARKING
 AI6859'LOT OF THE SMOKE RISE BAPTIST CHURCH.
 AI6859'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 AND STATE
 AI6859'HIGHWAY 10 (STONE MOUNTAIN BYPASS) WITH STATE HIGHWAY 236 (HUGH HOWELL
 AI6859'ROAD) , GO NORTHERLY 0.60 MI (0.97 KM) ON HIGHWAY 236 (HUGH HOWELL
 AI6859'ROAD) TO THE STATION ON THE LEFT.
 AI6859'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6859'SURVEY DISK STAMPED --1047-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6859'DIAMETER CONCRETE POST.  THE STATION IS, 101.0 FT (30.8 M) SOUTH OF A
 AI6859'LIGHT POLE, 85.4 FT (26.0 M) SOUTHWEST OF A LIGHT POLE, 57.1 FT (17.4
 AI6859'M) NORTHEAST OF A CATCH BASIN NEAR THE NORTHEAST CORNER OF THE CHURCH
 AI6859'BUILDING, 22.7 FT (6.9 M) NORTH OF A METAL POST FOR A SIGN, AND 4.3 FT
 AI6859'(1.3 M) WEST OF THE BACK-OF-CURB OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6860 ***********************************************************************
 AI6860  DESIGNATION -  1048
 AI6860  PID         -  AI6860
 AI6860  STATE/COUNTY-  GA/DE KALB
 AI6860  USGS QUAD   -  STONE MOUNTAIN (1997)
 AI6860
 AI6860                         *CURRENT SURVEY CONTROL
 AI6860  ___________________________________________________________________
 AI6860* NAD 83(1994)-  33 51 26.33526(N)    084 11 53.25075(W)     ADJUSTED  
 AI6860* NAVD 88     -       325.4    (meters)    1068.     (feet)  GPS OBS   
 AI6860  ___________________________________________________________________
 AI6860  X           -     536,007.250 (meters)                     COMP
 AI6860  Y           -  -5,275,176.197 (meters)                     COMP
 AI6860  Z           -   3,533,479.473 (meters)                     COMP
 AI6860  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AI6860  ELLIP HEIGHT-         295.94  (meters)          (08/02/00) GPS OBS
 AI6860  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AI6860
 AI6860  HORZ ORDER  -  FIRST
 AI6860  ELLP ORDER  -  THIRD     CLASS II
 AI6860
 AI6860.The horizontal coordinates were established by GPS observations
 AI6860.and adjusted by the National Geodetic Survey in August 2000..
 AI6860
 AI6860.The orthometric height was determined by GPS observations and a
 AI6860.high-resolution geoid model.
 AI6860
 AI6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6860
 AI6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6860
 AI6860.The ellipsoidal height was determined by GPS observations
 AI6860.and is referenced to NAD 83.
 AI6860
 AI6860.The geoid height was determined by GEOID03.
 AI6860
 AI6860;                    North         East     Units Scale Factor Converg.
 AI6860;SPC GA W     -   427,678.979   697,089.150   MT  0.99990010   -0 01 03.1
 AI6860;SPC GA W     - 1,403,143.45  2,287,033.32   sFT  0.99990010   -0 01 03.1
 AI6860;UTM  16      - 3,749,868.408   759,218.370   MT  1.00042843   +1 33 42.7
 AI6860
 AI6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6860!SPC GA W     -   0.99995354  x   0.99990010  =   0.99985365
 AI6860!UTM  16      -   0.99995354  x   1.00042843  =   1.00038195
 AI6860
 AI6860                          SUPERSEDED SURVEY CONTROL
 AI6860
 AI6860.No superseded survey control is available for this station.
 AI6860
 AI6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5921849868(NAD 83)
 AI6860_MARKER: DD = SURVEY DISK
 AI6860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6860_STAMPING: 1048
 AI6860_MARK LOGO: GA-089
 AI6860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6860+STABILITY: SURFACE MOTION
 AI6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6860+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6860
 AI6860  HISTORY     - Date     Condition        Report By
 AI6860  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6860
 AI6860                          STATION DESCRIPTION
 AI6860
 AI6860'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6860'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, EAST OF
 AI6860'THE COMMUNITY OF TUCKER, IN A GRASSY AREA IN THE ROYAL ATLANTA
 AI6860'BUSINESS PARK.
 AI6860'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 AND STATE
 AI6860'HIGHWAY 410 (BILL EVANS HIGHWAY) WITH MOUNTAIN INDUSTRIAL BOULEVARD,
 AI6860'GO NORTH 0.95 MI (1.53 KM) TO STATE HIGHWAY 236 (HUGH HOWELL ROAD) ,
 AI6860'CONTINUE NORTH 0.60 MI (0.97 KM) ON MOUNTAIN INDUSTRIAL BOULEVARD TO
 AI6860'THE STATION ON THE LEFT.
 AI6860'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6860'SURVEY DISK STAMPED --1048-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6860'DIAMETER CONCRETE POST.  THE STATION IS, 112.5 FT (34.3 M) NORTH OF
 AI6860'THE NORTH EDGE-OF-PAVEMENT OF MOUNTAIN INDUSTRIAL BOULEVARD, 119.2 FT
 AI6860'(36.3 M) EAST OF THE EAST EDGE-OF-PAVEMENT OF TUCKERSTONE ROAD, 126.5
 AI6860'FT (38.6 M) SOUTHEAST OF A CATCH BASIN, 122.3 FT (37.3 M) NORTHEAST OF
 AI6860'A FIRE HYDRANT, AND 114.5 FT (34.9 M) NORTHWEST OF THE SECOND TREE
 AI6860'FROM THE INTERSECTION OF MOUNTAIN INDUSTRIAL BOULEVARD WITH
 AI6860'TUCKERSTONE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6861 ***********************************************************************
 AI6861  DESIGNATION -  1049
 AI6861  PID         -  AI6861
 AI6861  STATE/COUNTY-  GA/DE KALB
 AI6861  USGS QUAD   -  NORCROSS (1992)
 AI6861
 AI6861                         *CURRENT SURVEY CONTROL
 AI6861  ___________________________________________________________________
 AI6861* NAD 83(1994)-  33 52 51.68135(N)    084 13 18.28580(W)     ADJUSTED  
 AI6861* NAVD 88     -       327.0    (meters)    1073.     (feet)  GPS OBS   
 AI6861  ___________________________________________________________________
 AI6861  X           -     533,685.032 (meters)                     COMP
 AI6861  Y           -  -5,273,939.897 (meters)                     COMP
 AI6861  Z           -   3,535,663.829 (meters)                     COMP
 AI6861  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AI6861  ELLIP HEIGHT-         297.48  (meters)          (08/02/00) GPS OBS
 AI6861  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AI6861
 AI6861  HORZ ORDER  -  FIRST
 AI6861  ELLP ORDER  -  THIRD     CLASS II
 AI6861
 AI6861.The horizontal coordinates were established by GPS observations
 AI6861.and adjusted by the National Geodetic Survey in August 2000..
 AI6861
 AI6861.The orthometric height was determined by GPS observations and a
 AI6861.high-resolution geoid model.
 AI6861
 AI6861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6861
 AI6861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6861
 AI6861.The ellipsoidal height was determined by GPS observations
 AI6861.and is referenced to NAD 83.
 AI6861
 AI6861.The geoid height was determined by GEOID03.
 AI6861
 AI6861;                    North         East     Units Scale Factor Converg.
 AI6861;SPC GA W     -   430,309.245   694,904.928   MT  0.99990032   -0 01 50.5
 AI6861;SPC GA W     - 1,411,772.91  2,279,867.25   sFT  0.99990032   -0 01 50.5
 AI6861;UTM  16      - 3,752,438.792   756,961.285   MT  1.00041406   +1 32 58.7
 AI6861
 AI6861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6861!SPC GA W     -   0.99995330  x   0.99990032  =   0.99985363
 AI6861!UTM  16      -   0.99995330  x   1.00041406  =   1.00036734
 AI6861
 AI6861                          SUPERSEDED SURVEY CONTROL
 AI6861
 AI6861.No superseded survey control is available for this station.
 AI6861
 AI6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5696152439(NAD 83)
 AI6861_MARKER: DD = SURVEY DISK
 AI6861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6861_STAMPING: 1049
 AI6861_MARK LOGO: GA-089
 AI6861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6861+STABILITY: SURFACE MOTION
 AI6861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6861+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AI6861
 AI6861  HISTORY     - Date     Condition        Report By
 AI6861  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6861  HISTORY     - 20060816 GOOD             STRSMA
 AI6861
 AI6861                          STATION DESCRIPTION
 AI6861
 AI6861'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6861'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6861'COMMUNITY OF PITTSBURG, IN A CEMETERY LOCATED BETWEEN THE PLEASANT
 AI6861'HILL BAPTIST CHURCH AND A MARKET SHOPPING PLAZA.
 AI6861'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 WITH
 AI6861'PLEASANTDALE ROAD BRIDGE (EXIT 36) , GO SOUTHERLY 2.00 MI (3.22 KM) ON
 AI6861'PLEASANTDALE ROAD TO THE INTERSECTION OF PLEASANTDALE ROAD WITH
 AI6861'CHAMBLEE-TUCKER ROAD, TURN RIGHT AND GO WEST 0.15 MI (0.24 KM) ON
 AI6861'CHAMBLEE-TUCKER ROAD TO THE STATION ON THE RIGHT.
 AI6861'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6861'SURVEY DISK STAMPED --1049-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6861'DIAMETER CONCRETE POST.  THE STATION IS, 142.1 FT (43.3 M) NORTHWEST
 AI6861'OF A UTILITY POLE, 128.0 FT (39.0 M) NORTH OF THE NORTH
 AI6861'EDGE-OF-SIDEWALK, 119.0 FT (36.3 M) EAST OF THE SOUTHEAST CORNER OF
 AI6861'THE PLEASANT HILL BAPTIST CHURCH, 106.7 FT (32.5 M) SOUTHEAST OF A
 AI6861'UTILITY POLE, AND 5.0 FT (1.5 M) EAST OF THE EDGE-OF-PAVEMENT OF THE
 AI6861'CHURCH PARKING LOT.
 AI6861
 AI6861                          STATION RECOVERY (2006)
 AI6861
 AI6861'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 AI6861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1215 ***********************************************************************
 BS1215  DESIGNATION -  105 WLC USGS
 BS1215  PID         -  BS1215
 BS1215  STATE/COUNTY-  GA/COLQUITT
 BS1215  USGS QUAD   -  NORMAN PARK (1983)
 BS1215
 BS1215                         *CURRENT SURVEY CONTROL
 BS1215  ___________________________________________________________________
 BS1215* NAD 83(1986)-  31 17 51.     (N)    083 39 30.     (W)     SCALED    
 BS1215* NAVD 88     -        75.385  (meters)     247.33   (feet)  POSTED    
 BS1215  ___________________________________________________________________
 BS1215  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BS1215  DYNAMIC HT  -          75.290 (meters)     247.01  (feet)  COMP
 BS1215  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 BS1215
 BS1215  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BS1215
 BS1215.The horizontal coordinates were scaled from a topographic map and have
 BS1215.an estimated accuracy of +/- 6 seconds.
 BS1215
 BS1215.The orthometric height was determined by differential leveling
 BS1215.and adjusted by the National Geodetic Survey in 1992..
 BS1215.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BS1215.rate of 4.1 thru 8.0 mm/km.
 BS1215
 BS1215.The geoid height was determined by GEOID03.
 BS1215
 BS1215.The dynamic height is computed by dividing the NAVD 88
 BS1215.geopotential number by the normal gravity value computed on the
 BS1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1215.degrees latitude (g = 980.6199 gals.).
 BS1215
 BS1215.The modeled gravity was interpolated from observed gravity values.
 BS1215
 BS1215;                    North         East    Units  Estimated Accuracy
 BS1215;SPC GA W     -   143,940.      748,390.      MT  (+/- 180 meters Scaled)
 BS1215
 BS1215                          SUPERSEDED SURVEY CONTROL
 BS1215
 BS1215  NGVD 29 (??/??/92)   75.55   (m)          247.9    (f) COMPUTED    2 0
 BS1215
 BS1215.Superseded values are not recommended for survey control.
 BS1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1215.See file dsdata.txt to determine how the superseded data were derived.
 BS1215
 BS1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ469656(NAD 83)
 BS1215_MARKER: DD = SURVEY DISK
 BS1215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1215_SP_SET: BRIDGE
 BS1215_STAMPING: 105 WLC 1972
 BS1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1215
 BS1215  HISTORY     - Date     Condition        Report By
 BS1215  HISTORY     - 1972     MONUMENTED       USGS
 BS1215  HISTORY     - 1973     GOOD             NGS
 BS1215
 BS1215                          STATION DESCRIPTION
 BS1215
 BS1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1215'1.0 MI SW FROM CROSLAND.
 BS1215'ABOUT 1.0 MILE SOUTHWEST ALONG U. S. HIGHWAY 319 FROM THE INTERSECTION
 BS1215'OF U. S. HIGHWAY 319 AND KINARD BRIDGE ROAD AT CROSLAND, OR ABOUT 2.05
 BS1215'MILES NORTHEAST ALONG U. S. HIGHWAY 319 FROM THE INTERSECTION OF U. S.
 BS1215'HIGHWAY 319 AND STATE HIGHWAY 256 AT NORMAN PARK, AT THE MORE
 BS1215'NORTHEASTERLY OF TWO CONCRETE HIGHWAY BRIDGES, 22 1/2 FEET NORTHWEST
 BS1215'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 0.7 FOOT
 BS1215'SOUTHWEST OF THE NORTHEAST END OF THE NORTH CONCRETE RETAINING WALL
 BS1215'FOR THE CONCRETE HIGHWAY BRIDGE OVER WARRIOR CREEK, ABOUT 1 FOOT BELOW
 BS1215'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6862 ***********************************************************************
 AI6862  DESIGNATION -  1050
 AI6862  PID         -  AI6862
 AI6862  STATE/COUNTY-  GA/DE KALB
 AI6862  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6862
 AI6862                         *CURRENT SURVEY CONTROL
 AI6862  ___________________________________________________________________
 AI6862* NAD 83(1994)-  33 52 18.37156(N)    084 15 45.71903(W)     ADJUSTED  
 AI6862* NAVD 88     -       282.8    (meters)     928.     (feet)  GPS OBS   
 AI6862  ___________________________________________________________________
 AI6862  X           -     529,968.725 (meters)                     COMP
 AI6862  Y           -  -5,274,852.682 (meters)                     COMP
 AI6862  Z           -   3,534,787.034 (meters)                     COMP
 AI6862  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AI6862  ELLIP HEIGHT-         253.22  (meters)          (08/02/00) GPS OBS
 AI6862  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AI6862
 AI6862  HORZ ORDER  -  FIRST
 AI6862  ELLP ORDER  -  THIRD     CLASS II
 AI6862
 AI6862.The horizontal coordinates were established by GPS observations
 AI6862.and adjusted by the National Geodetic Survey in August 2000..
 AI6862
 AI6862.The orthometric height was determined by GPS observations and a
 AI6862.high-resolution geoid model.
 AI6862
 AI6862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6862
 AI6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6862
 AI6862.The ellipsoidal height was determined by GPS observations
 AI6862.and is referenced to NAD 83.
 AI6862
 AI6862.The geoid height was determined by GEOID03.
 AI6862
 AI6862;                    North         East     Units Scale Factor Converg.
 AI6862;SPC GA W     -   429,285.819   691,115.584   MT  0.99990097   -0 03 12.7
 AI6862;SPC GA W     - 1,408,415.22  2,267,435.05   sFT  0.99990097   -0 03 12.7
 AI6862;UTM  16      - 3,751,310.698   753,199.717   MT  1.00039040   +1 31 35.1
 AI6862
 AI6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6862!SPC GA W     -   0.99996025  x   0.99990097  =   0.99986122
 AI6862!UTM  16      -   0.99996025  x   1.00039040  =   1.00035063
 AI6862
 AI6862                          SUPERSEDED SURVEY CONTROL
 AI6862
 AI6862.No superseded survey control is available for this station.
 AI6862
 AI6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5320051311(NAD 83)
 AI6862_MARKER: DD = SURVEY DISK
 AI6862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6862_STAMPING: 1050
 AI6862_MARK LOGO: GA-089
 AI6862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6862+STABILITY: SURFACE MOTION
 AI6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6862+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6862
 AI6862  HISTORY     - Date     Condition        Report By
 AI6862  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6862
 AI6862                          STATION DESCRIPTION
 AI6862
 AI6862'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6862'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, EAST OF
 AI6862'THE COMMUNITY OF CHAMBLEE, BETWEEN TWO SOCCER FIELDS AT THE MERCER
 AI6862'COLLEGE.
 AI6862'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 WITH
 AI6862'CHAMBLEE-TUCKER ROAD BRIDGE (EXIT 34) , GO EASTERLY 0.10 MI (0.16 KM)
 AI6862'ON CHAMBLEE-TUCKER ROAD TO THE INTERSECTION OF CHAMBLEE-TUCKER ROAD
 AI6862'WITH MERCER UNIVERSITY DRIVE, CONTINUE EASTERLY 0.10 MI (0.16 KM) ON
 AI6862'MERCER UNIVERSITY DRIVE TO THE INTERSECTION OF MERCER UNIVERSITY DRIVE
 AI6862'WITH FLOWERS ROAD, TURN LEFT AND GO SOUTHERLY THEN EASTERLY 0.80 MI
 AI6862'(1.29 KM) ON FLOWERS ROAD TO THE ENTRANCE TO THE MERCER COLLEGE ON THE
 AI6862'LEFT, TURN LEFT AND GO NORTH 0.5 MI (0.8 KM) ON THE ENTRANCE ROAD TO
 AI6862'THE SOCCER FIELDS AND STATION ON THE RIGHT.
 AI6862'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6862'SURVEY DISK STAMPED --1050-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6862'DIAMETER CONCRETE POST.  THE STATION IS, 311.0 FT (94.8 M) WEST OF THE
 AI6862'END OF FENCE LINE, 247.0 FT (75.3 M) SOUTHWEST OF A FIRE HYDRANT,
 AI6862'176.0 FT (53.6 M) SOUTHEAST OF AN INLET, 97.5 FT (29.7 M) SOUTH OF THE
 AI6862'BACK-OF-CURB OF A ACCESS ROAD TO THE SOCCER FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6863 ***********************************************************************
 AI6863  DESIGNATION -  1051
 AI6863  PID         -  AI6863
 AI6863  STATE/COUNTY-  GA/DE KALB
 AI6863  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6863
 AI6863                         *CURRENT SURVEY CONTROL
 AI6863  ___________________________________________________________________
 AI6863* NAD 83(1994)-  33 51 41.01106(N)    084 18 30.08744(W)     ADJUSTED  
 AI6863* NAVD 88     -       299.6    (meters)     983.     (feet)  GPS OBS   
 AI6863  ___________________________________________________________________
 AI6863  X           -     525,830.133 (meters)                     COMP
 AI6863  Y           -  -5,275,925.539 (meters)                     COMP
 AI6863  Z           -   3,533,840.534 (meters)                     COMP
 AI6863  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AI6863  ELLIP HEIGHT-         270.01  (meters)          (08/02/00) GPS OBS
 AI6863  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AI6863
 AI6863  HORZ ORDER  -  FIRST
 AI6863  ELLP ORDER  -  THIRD     CLASS II
 AI6863
 AI6863.The horizontal coordinates were established by GPS observations
 AI6863.and adjusted by the National Geodetic Survey in August 2000..
 AI6863
 AI6863.The orthometric height was determined by GPS observations and a
 AI6863.high-resolution geoid model.
 AI6863
 AI6863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6863
 AI6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6863
 AI6863.The ellipsoidal height was determined by GPS observations
 AI6863.and is referenced to NAD 83.
 AI6863
 AI6863.The geoid height was determined by GEOID03.
 AI6863
 AI6863;                    North         East     Units Scale Factor Converg.
 AI6863;SPC GA W     -   428,139.698   686,889.995   MT  0.99990212   -0 04 44.2
 AI6863;SPC GA W     - 1,404,654.99  2,253,571.59   sFT  0.99990212   -0 04 44.2
 AI6863;UTM  16      - 3,750,047.924   749,005.334   MT  1.00036443   +1 30 01.9
 AI6863
 AI6863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6863!SPC GA W     -   0.99995761  x   0.99990212  =   0.99985974
 AI6863!UTM  16      -   0.99995761  x   1.00036443  =   1.00032203
 AI6863
 AI6863                          SUPERSEDED SURVEY CONTROL
 AI6863
 AI6863.No superseded survey control is available for this station.
 AI6863
 AI6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4900550048(NAD 83)
 AI6863_MARKER: DD = SURVEY DISK
 AI6863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6863_STAMPING: 1051
 AI6863_MARK LOGO: GA-089
 AI6863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6863+STABILITY: SURFACE MOTION
 AI6863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6863+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6863
 AI6863  HISTORY     - Date     Condition        Report By
 AI6863  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6863
 AI6863                          STATION DESCRIPTION
 AI6863
 AI6863'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6863'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTH OF
 AI6863'THE COMMUNITY OF CHAMBLEE, IN A GRASSY AREA BETWEEN THE BANK OF
 AI6863'AMERICA AND AN ECKERD DRUG STORE.
 AI6863'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 23 AND STATE
 AI6863'HIGHWAY 155 (CLAIRMONT ROAD) WITH STATE HIGHWAY 13 (BUFORD HIGHWAY) ,
 AI6863'GO NORTHERLY 0.15 MI (0.24 KM) ON HIGHWAYS 23 AND 155 (CLAIRMONT ROAD)
 AI6863'TO THE STATION ON THE LEFT.
 AI6863'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6863'SURVEY DISK STAMPED --1051-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6863'DIAMETER CONCRETE POST.  THE STATION IS, 93.4 FT (28.5 M) SOUTHWEST OF
 AI6863'A FIRE HYDRANT, 57.1 FT (17.4 M) SOUTHWEST OF A UTILITY POLE, 47.3 FT
 AI6863'(14.4 M) NORTHEAST OF A BUS STOP, AND 6.8 FT (2.1 M) NORTHWEST OF THE
 AI6863'BACK-OF-CURB OF BUFORD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6864 ***********************************************************************
 AI6864  DESIGNATION -  1052
 AI6864  PID         -  AI6864
 AI6864  STATE/COUNTY-  GA/DE KALB
 AI6864  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6864
 AI6864                         *CURRENT SURVEY CONTROL
 AI6864  ___________________________________________________________________
 AI6864* NAD 83(1994)-  33 52 25.49799(N)    084 19 50.69843(W)     ADJUSTED  
 AI6864* NAVD 88     -       309.1    (meters)    1014.     (feet)  GPS OBS   
 AI6864  ___________________________________________________________________
 AI6864  X           -     523,693.508 (meters)                     COMP
 AI6864  Y           -  -5,275,378.321 (meters)                     COMP
 AI6864  Z           -   3,534,983.990 (meters)                     COMP
 AI6864  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AI6864  ELLIP HEIGHT-         279.49  (meters)          (08/02/00) GPS OBS
 AI6864  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6864
 AI6864  HORZ ORDER  -  FIRST
 AI6864  ELLP ORDER  -  THIRD     CLASS II
 AI6864
 AI6864.The horizontal coordinates were established by GPS observations
 AI6864.and adjusted by the National Geodetic Survey in August 2000..
 AI6864
 AI6864.The orthometric height was determined by GPS observations and a
 AI6864.high-resolution geoid model.
 AI6864
 AI6864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6864
 AI6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6864
 AI6864.The ellipsoidal height was determined by GPS observations
 AI6864.and is referenced to NAD 83.
 AI6864
 AI6864.The geoid height was determined by GEOID03.
 AI6864
 AI6864;                    North         East     Units Scale Factor Converg.
 AI6864;SPC GA W     -   429,513.335   684,820.358   MT  0.99990284   -0 05 29.2
 AI6864;SPC GA W     - 1,409,161.67  2,246,781.46   sFT  0.99990284   -0 05 29.2
 AI6864;UTM  16      - 3,751,364.583   746,897.656   MT  1.00035154   +1 29 18.6
 AI6864
 AI6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6864!SPC GA W     -   0.99995613  x   0.99990284  =   0.99985897
 AI6864!UTM  16      -   0.99995613  x   1.00035154  =   1.00030765
 AI6864
 AI6864                          SUPERSEDED SURVEY CONTROL
 AI6864
 AI6864.No superseded survey control is available for this station.
 AI6864
 AI6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4689851365(NAD 83)
 AI6864_MARKER: DD = SURVEY DISK
 AI6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6864_STAMPING: 1052
 AI6864_MARK LOGO: GA-089
 AI6864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6864+STABILITY: SURFACE MOTION
 AI6864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6864+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 AI6864
 AI6864  HISTORY     - Date     Condition        Report By
 AI6864  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6864  HISTORY     - 20051206 GOOD             INDIV
 AI6864
 AI6864                          STATION DESCRIPTION
 AI6864
 AI6864'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6864'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, WEST OF
 AI6864'THE COMMUNITY OF CHAMBLEE, SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 AI6864'141 (PEACHTREE INDUSTRIAL BOULEVARD) WITH LANIER DRIVE, NEAR A FENCE
 AI6864'SURROUNDING THE OGLETHORPE UNIVERSITY.
 AI6864'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6864'HIGHWAY 407 WITH STATE HIGHWAY 141 (PEACHTREE INDUSTRIAL BOULEVARD)
 AI6864'BRIDGE (EXIT 23) , GO SOUTHWESTERLY 3.60 MI (5.79 KM) ON HIGHWAY 141
 AI6864'(PEACHTREE INDUSTRIAL BOULEVARD) TO THE STATION ON THE RIGHT.
 AI6864'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6864'SURVEY DISK STAMPED --1052-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6864'DIAMETER CONCRETE POST.  THE STATION IS, 150.9 FT (46.0 M) NORTHEAST
 AI6864'OF A UTILITY POLE, 146.2 FT (44.6 M) SOUTHWEST OF NGS BENCHMARK U 388
 AI6864'(PIDG2507) , 82.6 FT (25.2 M) SOUTHWEST OF A UTILITY POLE, AND 7.9 FT
 AI6864'(2.4 M) NORTHWEST OF THE NORTHWEST EDGE-OF-SIDEWALK.
 AI6864
 AI6864                          STATION RECOVERY (2005)
 AI6864
 AI6864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 AI6864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6865 ***********************************************************************
 AI6865  DESIGNATION -  1053
 AI6865  PID         -  AI6865
 AI6865  STATE/COUNTY-  GA/DE KALB
 AI6865  USGS QUAD   -  CHAMBLEE (1993)
 AI6865
 AI6865                         *CURRENT SURVEY CONTROL
 AI6865  ___________________________________________________________________
 AI6865* NAD 83(1994)-  33 53 14.10788(N)    084 18 13.86875(W)     ADJUSTED  
 AI6865* NAVD 88     -       315.3    (meters)    1034.     (feet)  GPS OBS   
 AI6865  ___________________________________________________________________
 AI6865  X           -     526,087.580 (meters)                     COMP
 AI6865  Y           -  -5,274,306.159 (meters)                     COMP
 AI6865  Z           -   3,536,230.907 (meters)                     COMP
 AI6865  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AI6865  ELLIP HEIGHT-         285.67  (meters)          (08/02/00) GPS OBS
 AI6865  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6865
 AI6865  HORZ ORDER  -  FIRST
 AI6865  ELLP ORDER  -  THIRD     CLASS II
 AI6865
 AI6865.The horizontal coordinates were established by GPS observations
 AI6865.and adjusted by the National Geodetic Survey in August 2000..
 AI6865
 AI6865.The orthometric height was determined by GPS observations and a
 AI6865.high-resolution geoid model.
 AI6865
 AI6865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6865
 AI6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6865
 AI6865.The ellipsoidal height was determined by GPS observations
 AI6865.and is referenced to NAD 83.
 AI6865
 AI6865.The geoid height was determined by GEOID03.
 AI6865
 AI6865;                    North         East     Units Scale Factor Converg.
 AI6865;SPC GA W     -   431,007.269   687,310.667   MT  0.99990198   -0 04 35.4
 AI6865;SPC GA W     - 1,414,063.02  2,254,951.75   sFT  0.99990198   -0 04 35.4
 AI6865;UTM  16      - 3,752,927.337   749,346.938   MT  1.00036652   +1 30 14.5
 AI6865
 AI6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6865!SPC GA W     -   0.99995516  x   0.99990198  =   0.99985714
 AI6865!UTM  16      -   0.99995516  x   1.00036652  =   1.00032166
 AI6865
 AI6865                          SUPERSEDED SURVEY CONTROL
 AI6865
 AI6865.No superseded survey control is available for this station.
 AI6865
 AI6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4934752927(NAD 83)
 AI6865_MARKER: DD = SURVEY DISK
 AI6865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6865_STAMPING: 1053
 AI6865_MARK LOGO: GA-089
 AI6865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6865+STABILITY: SURFACE MOTION
 AI6865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6865+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6865
 AI6865  HISTORY     - Date     Condition        Report By
 AI6865  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6865
 AI6865                          STATION DESCRIPTION
 AI6865
 AI6865'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6865'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6865'COMMUNITY OF CHAMBLEE, SOUTH OF NEW PEACHTREE ROAD, WEST OF WATKINS
 AI6865'AVENUE, AND EAST OF A SHOPPING PLAZA.
 AI6865'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85
 AI6865'CHAMBLEE-TUCKER ROAD BRIDGE (EXIT 34) , GO WESTERLY 2.10 MI (3.38 KM)
 AI6865'ON CHAMBLEE-TUCKER ROAD TO THE INTERSECTION OF CHAMBLEE-TUCKER ROAD
 AI6865'WITH NEW PEACHTREE ROAD, TURN RIGHT AND GO NORTHEAST 0.10 MI (0.16 KM)
 AI6865'ON NEW PEACHTREE ROAD TO THE STATION ON THE RIGHT.
 AI6865'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6865'SURVEY DISK STAMPED --1053-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6865'DIAMETER CONCRETE POST.  THE STATION IS, 146.9 FT (44.8 M) SOUTHWEST
 AI6865'OF A FIRE HYDRANT, 111.2 FT (33.9 M) WEST OF A UTILITY POLE, 52.6 FT
 AI6865'(16.0 M) NORTH OF A UTILITY POLE, 46.4 FT (14.1 M) EAST OF THE
 AI6865'NORTHEAST CORNER OF THE SHOPPING PLAZA BUILDING, AND 10.0 FT (3.0 M)
 AI6865'WEST OF THE WEST EDGE-OF-PAVEMENT OF WATKINS AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6866 ***********************************************************************
 AI6866  DESIGNATION -  1054
 AI6866  PID         -  AI6866
 AI6866  STATE/COUNTY-  GA/DE KALB
 AI6866  USGS QUAD   -  CHAMBLEE (1993)
 AI6866
 AI6866                         *CURRENT SURVEY CONTROL
 AI6866  ___________________________________________________________________
 AI6866* NAD 83(1994)-  33 54 04.03046(N)    084 16 43.45861(W)     ADJUSTED  
 AI6866* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AI6866  ___________________________________________________________________
 AI6866  X           -     528,314.072 (meters)                     COMP
 AI6866  Y           -  -5,273,223.716 (meters)                     COMP
 AI6866  Z           -   3,537,509.246 (meters)                     COMP
 AI6866  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AI6866  ELLIP HEIGHT-         288.34  (meters)          (08/02/00) GPS OBS
 AI6866  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6866
 AI6866  HORZ ORDER  -  FIRST
 AI6866  ELLP ORDER  -  THIRD     CLASS II
 AI6866
 AI6866.The horizontal coordinates were established by GPS observations
 AI6866.and adjusted by the National Geodetic Survey in August 2000..
 AI6866
 AI6866.The orthometric height was determined by GPS observations and a
 AI6866.high-resolution geoid model.
 AI6866
 AI6866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6866
 AI6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6866
 AI6866.The ellipsoidal height was determined by GPS observations
 AI6866.and is referenced to NAD 83.
 AI6866
 AI6866.The geoid height was determined by GEOID03.
 AI6866
 AI6866;                    North         East     Units Scale Factor Converg.
 AI6866;SPC GA W     -   432,542.475   689,635.320   MT  0.99990132   -0 03 45.0
 AI6866;SPC GA W     - 1,419,099.77  2,262,578.55   sFT  0.99990132   -0 03 45.0
 AI6866;UTM  16      - 3,754,526.845   751,629.431   MT  1.00038062   +1 31 07.0
 AI6866
 AI6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6866!SPC GA W     -   0.99995474  x   0.99990132  =   0.99985606
 AI6866!UTM  16      -   0.99995474  x   1.00038062  =   1.00033534
 AI6866
 AI6866                          SUPERSEDED SURVEY CONTROL
 AI6866
 AI6866.No superseded survey control is available for this station.
 AI6866
 AI6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5162954527(NAD 83)
 AI6866_MARKER: DD = SURVEY DISK
 AI6866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6866_STAMPING: 1054
 AI6866_MARK LOGO: GA-089
 AI6866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6866+STABILITY: SURFACE MOTION
 AI6866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6866+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6866
 AI6866  HISTORY     - Date     Condition        Report By
 AI6866  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6866
 AI6866                          STATION DESCRIPTION
 AI6866
 AI6866'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6866'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6866'COMMUNITY OF CHAMBLEE, SOUTH OF NEW PEACHTREE ROAD, WEST OF WATKINS
 AI6866'AVENUE, AND EAST OF A SHOPPING PLAZA.
 AI6866'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85
 AI6866'CHAMBLEE-TUCKER ROAD BRIDGE (EXIT 34) , GO WESTERLY 0.95 MI (1.53 KM)
 AI6866'ON CHAMBLEE-TUCKER ROAD TO THE JUNCTION OF CHAMBLEE-TUCKER ROAD WITH
 AI6866'US HIGHWAY 23 AND STATE HIGHWAY 13 (BUFORD HIGHWAY) , TURN RIGHT AND
 AI6866'GO NORTH-NORTHEAST 1.10 MI (1.77 KM) ON HIGHWAYS 23 AND 13 (BUFORD
 AI6866'HIGHWAY) TO THE JUNCTION OF HIGHWAYS 23 AND 13 (BUFORD HIGHWAY) WITH
 AI6866'PARK AVENUE ON THE LEFT, TURN LEFT AND GO NORTHWEST 0.10 MI (0.16 KM)
 AI6866'ON PARK AVENUE TO THE STATION ON THE RIGHT.
 AI6866'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6866'SURVEY DISK STAMPED --1054-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6866'DIAMETER CONCRETE POST.  THE STATION IS, 89.7 FT (27.3 M) NORTH OF A
 AI6866'FIRE HYDRANT, 57.9 KM (35.95 MI) SOUTHEAST OF A LIGHT POLE, 49.4 FT
 AI6866'(15.1 M) SOUTHWEST OF A LIGHT POLE, AND 5.3 FT (1.6 M) SOUTHEAST OF
 AI6866'THE BACK-OF-CURB OF A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6867 ***********************************************************************
 AI6867  DESIGNATION -  1055
 AI6867  PID         -  AI6867
 AI6867  STATE/COUNTY-  GA/DE KALB
 AI6867  USGS QUAD   -  CHAMBLEE (1993)
 AI6867
 AI6867                         *CURRENT SURVEY CONTROL
 AI6867  ___________________________________________________________________
 AI6867* NAD 83(1994)-  33 54 38.79744(N)    084 18 35.30236(W)     ADJUSTED  
 AI6867* NAVD 88     -       284.1    (meters)     932.     (feet)  GPS OBS   
 AI6867  ___________________________________________________________________
 AI6867  X           -     525,392.638 (meters)                     COMP
 AI6867  Y           -  -5,272,886.800 (meters)                     COMP
 AI6867  Z           -   3,538,379.451 (meters)                     COMP
 AI6867  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AI6867  ELLIP HEIGHT-         254.47  (meters)          (08/02/00) GPS OBS
 AI6867  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6867
 AI6867  HORZ ORDER  -  FIRST
 AI6867  ELLP ORDER  -  THIRD     CLASS II
 AI6867
 AI6867.The horizontal coordinates were established by GPS observations
 AI6867.and adjusted by the National Geodetic Survey in August 2000..
 AI6867
 AI6867.The orthometric height was determined by GPS observations and a
 AI6867.high-resolution geoid model.
 AI6867
 AI6867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6867
 AI6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6867
 AI6867.The ellipsoidal height was determined by GPS observations
 AI6867.and is referenced to NAD 83.
 AI6867
 AI6867.The geoid height was determined by GEOID03.
 AI6867
 AI6867;                    North         East     Units Scale Factor Converg.
 AI6867;SPC GA W     -   433,617.155   686,763.592   MT  0.99990216   -0 04 47.5
 AI6867;SPC GA W     - 1,422,625.62  2,253,156.88   sFT  0.99990216   -0 04 47.5
 AI6867;UTM  16      - 3,755,522.335   748,727.778   MT  1.00036272   +1 30 05.9
 AI6867
 AI6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6867!SPC GA W     -   0.99996005  x   0.99990216  =   0.99986222
 AI6867!UTM  16      -   0.99996005  x   1.00036272  =   1.00032276
 AI6867
 AI6867                          SUPERSEDED SURVEY CONTROL
 AI6867
 AI6867.No superseded survey control is available for this station.
 AI6867
 AI6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4872855522(NAD 83)
 AI6867_MARKER: DD = SURVEY DISK
 AI6867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6867_STAMPING: 1055
 AI6867_MARK LOGO: GA-089
 AI6867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6867+STABILITY: SURFACE MOTION
 AI6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6867+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6867
 AI6867  HISTORY     - Date     Condition        Report By
 AI6867  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6867
 AI6867                          STATION DESCRIPTION
 AI6867
 AI6867'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6867'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6867'THE COMMUNITY OF CHAMBLEE, AT THE FIRST UNITED METHODIST CHURCH OF
 AI6867'CHAMBLEE.
 AI6867'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6867'HIGHWAY 407 WITH CHAMBLEE-DUNWOODY ROAD BRIDGE (EXIT 22) , GO
 AI6867'SOUTHERLY 0.85 MI (1.37 KM) ON CHAMBLEE-DUNWOODY ROAD TO THE STATION
 AI6867'ON THE LEFT.
 AI6867'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6867'SURVEY DISK STAMPED --1055-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6867'DIAMETER CONCRETE POST.  THE STATION IS, 201.4 FT (61.4 M) SOUTHEAST
 AI6867'OF A LIGHT POLE, 153.0 FT (46.6 M) NORTH OF A FIRE HYDRANT, 115.9 FT
 AI6867'(35.3 M) SOUTH OF A MANHOLE, AND 43.2 FT (13.2 M) EAST OF THE
 AI6867'BACK-OF-CURB OF THE ENTRANCE ROAD TO THE FIRST UNITED METHODIST
 AI6867'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6868 ***********************************************************************
 AI6868  DESIGNATION -  1056
 AI6868  PID         -  AI6868
 AI6868  STATE/COUNTY-  GA/DE KALB
 AI6868  USGS QUAD   -  CHAMBLEE (1993)
 AI6868
 AI6868                         *CURRENT SURVEY CONTROL
 AI6868  ___________________________________________________________________
 AI6868* NAD 83(1994)-  33 54 14.00259(N)    084 19 57.25353(W)     ADJUSTED  
 AI6868* NAVD 88     -       264.1    (meters)     866.     (feet)  GPS OBS   
 AI6868  ___________________________________________________________________
 AI6868  X           -     523,338.077 (meters)                     COMP
 AI6868  Y           -  -5,273,502.770 (meters)                     COMP
 AI6868  Z           -   3,537,734.259 (meters)                     COMP
 AI6868  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AI6868  ELLIP HEIGHT-         234.53  (meters)          (08/02/00) GPS OBS
 AI6868  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6868
 AI6868  HORZ ORDER  -  FIRST
 AI6868  ELLP ORDER  -  THIRD     CLASS II
 AI6868
 AI6868.The horizontal coordinates were established by GPS observations
 AI6868.and adjusted by the National Geodetic Survey in August 2000..
 AI6868
 AI6868.The orthometric height was determined by GPS observations and a
 AI6868.high-resolution geoid model.
 AI6868
 AI6868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6868
 AI6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6868
 AI6868.The ellipsoidal height was determined by GPS observations
 AI6868.and is referenced to NAD 83.
 AI6868
 AI6868.The geoid height was determined by GEOID03.
 AI6868
 AI6868;                    North         East     Units Scale Factor Converg.
 AI6868;SPC GA W     -   432,856.435   684,657.303   MT  0.99990290   -0 05 33.1
 AI6868;SPC GA W     - 1,420,129.82  2,246,246.50   sFT  0.99990290   -0 05 33.1
 AI6868;UTM  16      - 3,754,703.409   746,642.337   MT  1.00034998   +1 29 19.1
 AI6868
 AI6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6868!SPC GA W     -   0.99996318  x   0.99990290  =   0.99986609
 AI6868!UTM  16      -   0.99996318  x   1.00034998  =   1.00031315
 AI6868
 AI6868                          SUPERSEDED SURVEY CONTROL
 AI6868
 AI6868.No superseded survey control is available for this station.
 AI6868
 AI6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4664254703(NAD 83)
 AI6868_MARKER: DD = SURVEY DISK
 AI6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6868_STAMPING: 1056
 AI6868_MARK LOGO: GA-089
 AI6868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6868+STABILITY: SURFACE MOTION
 AI6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6868+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6868
 AI6868  HISTORY     - Date     Condition        Report By
 AI6868  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6868
 AI6868                          STATION DESCRIPTION
 AI6868
 AI6868'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6868'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTH OF
 AI6868'THE COMMUNITY OF DUNWOODY, IN THE SOUTHWEST QUADRANT OF A SOCCER FIELD
 AI6868'ENTRANCE ROAD WITH ASHFORD-DUNWOODY ROAD.
 AI6868'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6868'HIGHWAY 407 WITH ASHFORD-DUNWOODY ROAD BRIDGE (EXIT 21) , GO SOUTHERLY
 AI6868'1.00 MI (1.61 KM) ON ASHFORD-DUNWOODY ROAD TO THE STATION ON THE
 AI6868'RIGHT.
 AI6868'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6868'SURVEY DISK STAMPED --1056-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6868'DIAMETER CONCRETE POST.  THE STATION IS, 218.9 FT (66.7 M) NORTH OF A
 AI6868'UTILITY POLE, 80.8 FT (24.6 M) SOUTHEAST OF AN INLET, 11.4 FT (3.5 M)
 AI6868'SOUTH OF THE EDGE-OF-PAVEMENT OF THE SOCCER FIELD ENTRANCE ROAD, 4.4
 AI6868'FT (1.3 M) NORTH OF THE NORTH FACE OF A RETAINING WALL, AND 3.5 FT
 AI6868'(1.1 M) WEST OF THE WEST FACE OF A SET OF STEPS CONSTRUCTED FOR THE
 AI6868'RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6869 ***********************************************************************
 AI6869  DESIGNATION -  1057
 AI6869  PID         -  AI6869
 AI6869  STATE/COUNTY-  GA/DE KALB
 AI6869  USGS QUAD   -  CHAMBLEE (1993)
 AI6869
 AI6869                         *CURRENT SURVEY CONTROL
 AI6869  ___________________________________________________________________
 AI6869* NAD 83(1994)-  33 55 52.72062(N)    084 20 00.37655(W)     ADJUSTED  
 AI6869* NAVD 88     -       299.1    (meters)     981.     (feet)  GPS OBS   
 AI6869  ___________________________________________________________________
 AI6869  X           -     523,093.512 (meters)                     COMP
 AI6869  Y           -  -5,271,850.613 (meters)                     COMP
 AI6869  Z           -   3,540,277.981 (meters)                     COMP
 AI6869  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AI6869  ELLIP HEIGHT-         269.56  (meters)          (08/02/00) GPS OBS
 AI6869  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6869
 AI6869  HORZ ORDER  -  FIRST
 AI6869  ELLP ORDER  -  THIRD     CLASS II
 AI6869
 AI6869.The horizontal coordinates were established by GPS observations
 AI6869.and adjusted by the National Geodetic Survey in August 2000..
 AI6869
 AI6869.The orthometric height was determined by GPS observations and a
 AI6869.high-resolution geoid model.
 AI6869
 AI6869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6869
 AI6869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6869
 AI6869.The ellipsoidal height was determined by GPS observations
 AI6869.and is referenced to NAD 83.
 AI6869
 AI6869.The geoid height was determined by GEOID03.
 AI6869
 AI6869;                    North         East     Units Scale Factor Converg.
 AI6869;SPC GA W     -   435,897.903   684,582.016   MT  0.99990293   -0 05 35.1
 AI6869;SPC GA W     - 1,430,108.37  2,245,999.50   sFT  0.99990293   -0 05 35.1
 AI6869;UTM  16      - 3,757,742.996   746,483.054   MT  1.00034901   +1 29 21.2
 AI6869
 AI6869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6869!SPC GA W     -   0.99995768  x   0.99990293  =   0.99986062
 AI6869!UTM  16      -   0.99995768  x   1.00034901  =   1.00030668
 AI6869
 AI6869                          SUPERSEDED SURVEY CONTROL
 AI6869
 AI6869.No superseded survey control is available for this station.
 AI6869
 AI6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4648357743(NAD 83)
 AI6869_MARKER: DD = SURVEY DISK
 AI6869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6869_STAMPING: 1057
 AI6869_MARK LOGO: GA-089
 AI6869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6869+STABILITY: SURFACE MOTION
 AI6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6869+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 AI6869
 AI6869  HISTORY     - Date     Condition        Report By
 AI6869  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6869  HISTORY     - 20050812 GOOD             INDIV
 AI6869
 AI6869                          STATION DESCRIPTION
 AI6869
 AI6869'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6869'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, SOUTH OF
 AI6869'THE COMMUNITY OF DUNWOODY, IN THE PERIMETER VILLAGE SHIPPING CENTER
 AI6869'PARKING LOT, IN THE GRASS AREA NORTH OF A STORM WATER RETAINING POND.
 AI6869'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6869'HIGHWAY 407 WITH ASHFORD-DUNWOODY ROAD BRIDGE (EXIT 21) , GO NORTH
 AI6869'0.90 MI (1.45 KM) ON ASHFORD-DUNWOODY ROAD TO THE STATION ON THE
 AI6869'RIGHT.
 AI6869'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6869'SURVEY DISK STAMPED --1057-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6869'DIAMETER CONCRETE POST.  THE STATION IS, 154.2 FT (47.0 M) SOUTHEAST
 AI6869'OF A LIGHT POLE, 97.4 FT (29.7 M) SOUTH OF A LIGHT POLE, 94.5 FT (28.8
 AI6869'M) WEST OF A LIGHT POLE, 8.9 FT (2.7 M) NORTHWEST OF A FENCE CORNER
 AI6869'POST, 5.8 FT (1.8 M) EAST OF THE BACK-OF-CURB OF THE PARKING LOT.
 AI6869
 AI6869                          STATION RECOVERY (2005)
 AI6869
 AI6869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AI6869'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6870 ***********************************************************************
 AI6870  DESIGNATION -  1058
 AI6870  PID         -  AI6870
 AI6870  STATE/COUNTY-  GA/DE KALB
 AI6870  USGS QUAD   -  CHAMBLEE (1993)
 AI6870
 AI6870                         *CURRENT SURVEY CONTROL
 AI6870  ___________________________________________________________________
 AI6870* NAD 83(1994)-  33 56 25.74918(N)    084 18 02.19460(W)     ADJUSTED  
 AI6870* NAVD 88     -       308.0    (meters)    1010.     (feet)  GPS OBS   
 AI6870  ___________________________________________________________________
 AI6870  X           -     526,058.304 (meters)                     COMP
 AI6870  Y           -  -5,270,991.994 (meters)                     COMP
 AI6870  Z           -   3,541,127.265 (meters)                     COMP
 AI6870  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AI6870  ELLIP HEIGHT-         278.40  (meters)          (08/02/00) GPS OBS
 AI6870  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AI6870
 AI6870  HORZ ORDER  -  FIRST
 AI6870  ELLP ORDER  -  THIRD     CLASS II
 AI6870
 AI6870.The horizontal coordinates were established by GPS observations
 AI6870.and adjusted by the National Geodetic Survey in August 2000..
 AI6870
 AI6870.The orthometric height was determined by GPS observations and a
 AI6870.high-resolution geoid model.
 AI6870
 AI6870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6870
 AI6870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6870
 AI6870.The ellipsoidal height was determined by GPS observations
 AI6870.and is referenced to NAD 83.
 AI6870
 AI6870.The geoid height was determined by GEOID03.
 AI6870
 AI6870;                    North         East     Units Scale Factor Converg.
 AI6870;SPC GA W     -   436,911.014   687,618.321   MT  0.99990189   -0 04 29.2
 AI6870;SPC GA W     - 1,433,432.22  2,255,961.11   sFT  0.99990189   -0 04 29.2
 AI6870;UTM  16      - 3,758,840.074   749,491.592   MT  1.00036740   +1 30 28.6
 AI6870
 AI6870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6870!SPC GA W     -   0.99995630  x   0.99990189  =   0.99985819
 AI6870!UTM  16      -   0.99995630  x   1.00036740  =   1.00032368
 AI6870
 AI6870                          SUPERSEDED SURVEY CONTROL
 AI6870
 AI6870.No superseded survey control is available for this station.
 AI6870
 AI6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4949258840(NAD 83)
 AI6870_MARKER: DD = SURVEY DISK
 AI6870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6870_STAMPING: 1058
 AI6870_MARK LOGO: GA-089
 AI6870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6870+STABILITY: SURFACE MOTION
 AI6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6870+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6870
 AI6870  HISTORY     - Date     Condition        Report By
 AI6870  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6870
 AI6870                          STATION DESCRIPTION
 AI6870
 AI6870'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6870'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, EAST OF
 AI6870'THE COMMUNITY OF DUNWOODY, IN THE GEORGIA FRONTIER COLLEGE PARKING
 AI6870'LOT, IN THE GRASS AREA BETWEEN LOTS FOUR AND FIVE.
 AI6870'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6870'HIGHWAY 407 WITH STATE HIGHWAY 141 (PEACHTREE INDUSTRIAL BOULEVARD)
 AI6870'BRIDGE (EXIT 23) , GO NORTHEAST 0.75 MI (1.21 KM) ON HIGHWAY 141
 AI6870'(PEACHTREE INDUSTRIAL BOULEVARD) TO THE JUNCTION OF HIGHWAY 141
 AI6870'(PEACHTREE INDUSTRIAL BOULEVARD) WITH TILLY MILL ROAD, TURN LEFT AND
 AI6870'GO NORTHERLY 1.75 MI (2.82 KM) ON TILLY MILL ROAD TO THE ENTRANCE FOR
 AI6870'THE GEORGIA FRONTIER COLLEGE BUILDINGS C AND D PARKING LOT ON THE
 AI6870'LEFT, TURN LEFT AND GO SOUTHERLY THROUGH THE PARKING LOT TO LOT FOUR,
 AI6870'TURN LEFT AND GO EAST 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 AI6870'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6870'SURVEY DISK STAMPED --1058-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6870'DIAMETER CONCRETE POST.  THE STATION IS, 97.0 FT (29.6 M) SOUTHWEST OF
 AI6870'A LIGHT POLE, 90.0 FT (27.4 M) EAST OF A LIGHT POLE, 52.0 FT (15.8 M)
 AI6870'WEST OF A LIGHT POLE, 11.5 FT (3.5 M) NORTH OF THE BACK-OF-CURB OF
 AI6870'PARKING LOT FIVE, AND 7.2 FT (2.2 M) SOUTH OF THE BACK-OF-CURB OF
 AI6870'PARKING LOT FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6871 ***********************************************************************
 AI6871  DESIGNATION -  1059
 AI6871  PID         -  AI6871
 AI6871  STATE/COUNTY-  GA/DE KALB
 AI6871  USGS QUAD   -  CHAMBLEE (1993)
 AI6871
 AI6871                         *CURRENT SURVEY CONTROL
 AI6871  ___________________________________________________________________
 AI6871* NAD 83(1994)-  33 55 46.57880(N)    084 15 51.71019(W)     ADJUSTED  
 AI6871* NAVD 88     -       326.7    (meters)    1072.     (feet)  GPS OBS   
 AI6871  ___________________________________________________________________
 AI6871  X           -     529,461.552 (meters)                     COMP
 AI6871  Y           -  -5,271,344.032 (meters)                     COMP
 AI6871  Z           -   3,540,136.355 (meters)                     COMP
 AI6871  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AI6871  ELLIP HEIGHT-         297.14  (meters)          (08/02/00) GPS OBS
 AI6871  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AI6871
 AI6871  HORZ ORDER  -  FIRST
 AI6871  ELLP ORDER  -  THIRD     CLASS II
 AI6871
 AI6871.The horizontal coordinates were established by GPS observations
 AI6871.and adjusted by the National Geodetic Survey in August 2000..
 AI6871
 AI6871.The orthometric height was determined by GPS observations and a
 AI6871.high-resolution geoid model.
 AI6871
 AI6871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6871
 AI6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6871
 AI6871.The ellipsoidal height was determined by GPS observations
 AI6871.and is referenced to NAD 83.
 AI6871
 AI6871.The geoid height was determined by GEOID03.
 AI6871
 AI6871;                    North         East     Units Scale Factor Converg.
 AI6871;SPC GA W     -   435,700.457   690,967.721   MT  0.99990101   -0 03 16.3
 AI6871;SPC GA W     - 1,429,460.58  2,266,949.93   sFT  0.99990101   -0 03 16.3
 AI6871;UTM  16      - 3,757,721.944   752,874.758   MT  1.00038836   +1 31 40.0
 AI6871
 AI6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6871!SPC GA W     -   0.99995336  x   0.99990101  =   0.99985437
 AI6871!UTM  16      -   0.99995336  x   1.00038836  =   1.00034170
 AI6871
 AI6871                          SUPERSEDED SURVEY CONTROL
 AI6871
 AI6871.No superseded survey control is available for this station.
 AI6871
 AI6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5287557722(NAD 83)
 AI6871_MARKER: DD = SURVEY DISK
 AI6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6871_STAMPING: 1059
 AI6871_MARK LOGO: GA-089
 AI6871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6871+STABILITY: SURFACE MOTION
 AI6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6871+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6871
 AI6871  HISTORY     - Date     Condition        Report By
 AI6871  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6871
 AI6871                          STATION DESCRIPTION
 AI6871
 AI6871'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6871'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6871'COMMUNITY OF DORAVILLE, SOUTH OF THE INTERSECTION OF AMWILER ROAD WITH
 AI6871'WINTERS CHAPEL ROAD.
 AI6871'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND STATE
 AI6871'HIGHWAY 407 WITH STATE HIGHWAY 141 (PEACHTREE INDUSTRIAL BOULEVARD)
 AI6871'BRIDGE (EXIT 23) , GO NORTHEAST 1.80 MI (2.90 KM) ON HIGHWAY 141
 AI6871'(PEACHTREE INDUSTRIAL BOULEVARD) TO THE JUNCTION OF HIGHWAY 141
 AI6871'(PEACHTREE INDUSTRIAL BOULEVARD) WITH WINTERS CHAPEL ROAD, TURN RIGHT
 AI6871'AND GO SOUTH 0.10 MI (0.16 KM) ON WINTERS CHAPEL ROAD AND THE STATION
 AI6871'ON THE LEFT.
 AI6871'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6871'SURVEY DISK STAMPED --1059-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6871'DIAMETER CONCRETE POST.  THE STATION IS, 90.0 FT (27.4 M) NORTH OF THE
 AI6871'NORTH CORNER OF A BUILDING AT 4601 AMWILER ROAD, 73.1 FT (22.3 M) WEST
 AI6871'OF A UTILITY POLE, 65.5 FT (20.0 M) SOUTHEAST OF A UTILITY POLE, 21.4
 AI6871'FT (6.5 M) SOUTHWEST OF THE BACK-OF-CURB OF AMWILER ROAD, AND 10.8 FT
 AI6871'(3.3 M) NORTH OF A RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6872 ***********************************************************************
 AI6872  DESIGNATION -  1060
 AI6872  PID         -  AI6872
 AI6872  STATE/COUNTY-  GA/DE KALB
 AI6872  USGS QUAD   -  CHAMBLEE (1993)
 AI6872
 AI6872                         *CURRENT SURVEY CONTROL
 AI6872  ___________________________________________________________________
 AI6872* NAD 83(1994)-  33 57 23.70005(N)    084 18 14.70503(W)     ADJUSTED  
 AI6872* NAVD 88     -       340.4    (meters)    1117.     (feet)  GPS OBS   
 AI6872  ___________________________________________________________________
 AI6872  X           -     525,642.302 (meters)                     COMP
 AI6872  Y           -  -5,270,058.366 (meters)                     COMP
 AI6872  Z           -   3,542,626.610 (meters)                     COMP
 AI6872  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AI6872  ELLIP HEIGHT-         310.79  (meters)          (08/02/00) GPS OBS
 AI6872  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AI6872
 AI6872  HORZ ORDER  -  FIRST
 AI6872  ELLP ORDER  -  THIRD     CLASS II
 AI6872
 AI6872.The horizontal coordinates were established by GPS observations
 AI6872.and adjusted by the National Geodetic Survey in August 2000..
 AI6872
 AI6872.The orthometric height was determined by GPS observations and a
 AI6872.high-resolution geoid model.
 AI6872
 AI6872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6872
 AI6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6872
 AI6872.The ellipsoidal height was determined by GPS observations
 AI6872.and is referenced to NAD 83.
 AI6872
 AI6872.The geoid height was determined by GEOID03.
 AI6872
 AI6872;                    North         East     Units Scale Factor Converg.
 AI6872;SPC GA W     -   438,696.817   687,299.472   MT  0.99990199   -0 04 36.3
 AI6872;SPC GA W     - 1,439,291.14  2,254,915.02   sFT  0.99990199   -0 04 36.3
 AI6872;UTM  16      - 3,760,617.211   749,123.360   MT  1.00036514   +1 30 23.8
 AI6872
 AI6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6872!SPC GA W     -   0.99995121  x   0.99990199  =   0.99985321
 AI6872!UTM  16      -   0.99995121  x   1.00036514  =   1.00031634
 AI6872
 AI6872                          SUPERSEDED SURVEY CONTROL
 AI6872
 AI6872.No superseded survey control is available for this station.
 AI6872
 AI6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4912360617(NAD 83)
 AI6872_MARKER: DD = SURVEY DISK
 AI6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6872_STAMPING: 1060
 AI6872_MARK LOGO: GA-089
 AI6872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6872+STABILITY: SURFACE MOTION
 AI6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6872+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 AI6872
 AI6872  HISTORY     - Date     Condition        Report By
 AI6872  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6872  HISTORY     - 20030803 GOOD             WOOLPT
 AI6872
 AI6872                          STATION DESCRIPTION
 AI6872
 AI6872'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6872'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6872'COMMUNITY OF DUNWOODY, BETWEEN MOUNT VERNON ROAD AND THE PARKING LOT
 AI6872'FOR THE PREMIER BANK, BETWEEN NORTH CHESTER ROAD AND CEDAR CHASE
 AI6872'DRIVE.
 AI6872'TO REACH THE STATION FROM THE POST OFFICE IN DUNWOODY AT THE NORTH
 AI6872'QUADRANT OF THE INTERSECTION OF CHAMBLEE-DUNWOODY ROAD WITH MOUNT
 AI6872'VERNON ROAD, GO NORTHEAST 1.90 MI (3.06 KM) ON MOUNT VERNON ROAD TO
 AI6872'THE STATION ON THE LEFT.
 AI6872'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6872'SURVEY DISK STAMPED --1060-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6872'DIAMETER CONCRETE POST.  THE STATION IS, 65.0 FT (19.8 M) SOUTHWEST OF
 AI6872'A FIRE HYDRANT, 33.7 FT (10.3 M) NORTH OF A CATCH BASIN, 32.0 FT (9.8
 AI6872'M) EAST OF A LIGHT POLE, 6.9 FT (2.1 M) NORTHWEST OF THE FENCE LINE,
 AI6872'5.7 FT (1.7 M) SOUTHEAST OF THE BACK-OF-CURB OF THE BANK PARKING LOT.
 AI6872
 AI6872                          STATION RECOVERY (2003)
 AI6872
 AI6872'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (JR)
 AI6872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6873 ***********************************************************************
 AI6873  DESIGNATION -  1061
 AI6873  PID         -  AI6873
 AI6873  STATE/COUNTY-  GA/DE KALB
 AI6873  USGS QUAD   -  CHAMBLEE (1993)
 AI6873
 AI6873                         *CURRENT SURVEY CONTROL
 AI6873  ___________________________________________________________________
 AI6873* NAD 83(1994)-  33 56 43.51452(N)    084 20 09.54478(W)     ADJUSTED  
 AI6873* NAVD 88     -       349.2    (meters)    1146.     (feet)  GPS OBS   
 AI6873  ___________________________________________________________________
 AI6873  X           -     522,777.039 (meters)                     COMP
 AI6873  Y           -  -5,271,045.612 (meters)                     COMP
 AI6873  Z           -   3,541,604.375 (meters)                     COMP
 AI6873  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AI6873  ELLIP HEIGHT-         319.57  (meters)          (08/02/00) GPS OBS
 AI6873  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AI6873
 AI6873  HORZ ORDER  -  FIRST
 AI6873  ELLP ORDER  -  THIRD     CLASS II
 AI6873
 AI6873.The horizontal coordinates were established by GPS observations
 AI6873.and adjusted by the National Geodetic Survey in August 2000..
 AI6873
 AI6873.The orthometric height was determined by GPS observations and a
 AI6873.high-resolution geoid model.
 AI6873
 AI6873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6873
 AI6873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6873
 AI6873.The ellipsoidal height was determined by GPS observations
 AI6873.and is referenced to NAD 83.
 AI6873
 AI6873.The geoid height was determined by GEOID03.
 AI6873
 AI6873;                    North         East     Units Scale Factor Converg.
 AI6873;SPC GA W     -   437,463.169   684,349.153   MT  0.99990302   -0 05 40.4
 AI6873;SPC GA W     - 1,435,243.75  2,245,235.51   sFT  0.99990302   -0 05 40.4
 AI6873;UTM  16      - 3,759,301.928   746,206.926   MT  1.00034733   +1 29 18.0
 AI6873
 AI6873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6873!SPC GA W     -   0.99994983  x   0.99990302  =   0.99985286
 AI6873!UTM  16      -   0.99994983  x   1.00034733  =   1.00029715
 AI6873
 AI6873                          SUPERSEDED SURVEY CONTROL
 AI6873
 AI6873.No superseded survey control is available for this station.
 AI6873
 AI6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4620759302(NAD 83)
 AI6873_MARKER: DD = SURVEY DISK
 AI6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6873_STAMPING: 1061
 AI6873_MARK LOGO: GA-089
 AI6873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6873+STABILITY: SURFACE MOTION
 AI6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6873+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6873
 AI6873  HISTORY     - Date     Condition        Report By
 AI6873  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6873  HISTORY     - 20050602 MARK NOT FOUND   INDIV
 AI6873
 AI6873                          STATION DESCRIPTION
 AI6873
 AI6873'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (JWK)
 AI6873'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, IN THE
 AI6873'COMMUNITY OF DUNWOODY, IN FRONT OF THE DUNWOODY UNITED METHODIST
 AI6873'CHURCH.
 AI6873'TO REACH THE STATION FROM THE POST OFFICE IN DUNWOODY AT THE NORTH
 AI6873'QUADRANT OF THE INTERSECTION OF CHAMBLEE-DUNWOODY ROAD WITH MOUNT
 AI6873'VERNON ROAD, GO SOUTHWEST 0.10 MI (0.16 KM) ON MOUNT VERNON ROAD TO
 AI6873'THE STATION ON THE RIGHT.
 AI6873'THE STATION IS AN ALUMINUM DEKALB COUNTY PUBLIC WATER AND SEWER GPS
 AI6873'SURVEY DISK STAMPED --1061-- SET INTO THE TOP OF A 25-CM (10-INCH)
 AI6873'DIAMETER CONCRETE POST.  THE STATION IS, 74.0 FT (22.6 M) SOUTHEAST OF
 AI6873'A LIGHT POLE, 43.7 FT (13.3 M) NORTHEAST OF A UTILITY POLE, 37.4 FT
 AI6873'(11.4 M) EAST OF THE NORTHEAST OF A BRICK SIGN, 27.2 FT (8.3 M) WEST
 AI6873'OF THE NORTHWEST CORNER OF THE STRUCTURE SUPPORTING A BELL, AND 26.7
 AI6873'FT (8.1 M) NORTH OF THE NORTH EDGE-OF-SIDEWALK.
 AI6873
 AI6873                          STATION RECOVERY (2005)
 AI6873
 AI6873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AI6873'MONUMENT IS GONE DUE TO LANDSCAPING DONE TO THE CHURCH AREA FOUND
 AI6873'WHERE IT USE TO BE BUT NO MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0475 ***********************************************************************
 DG0475  DESIGNATION -  107 C OF A
 DG0475  PID         -  DG0475
 DG0475  STATE/COUNTY-  GA/DE KALB
 DG0475  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG0475
 DG0475                         *CURRENT SURVEY CONTROL
 DG0475  ___________________________________________________________________
 DG0475* NAD 83(1986)-  33 41 25.     (N)    084 20 42.     (W)     SCALED    
 DG0475* NAVD 88     -       257.426  (meters)     844.57   (feet)  ADJUSTED  
 DG0475  ___________________________________________________________________
 DG0475  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG0475  DYNAMIC HT  -         257.140 (meters)     843.63  (feet)  COMP
 DG0475  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 DG0475
 DG0475  VERT ORDER  -  FIRST     CLASS I
 DG0475
 DG0475.The horizontal coordinates were scaled from a topographic map and have
 DG0475.an estimated accuracy of +/- 6 seconds.
 DG0475
 DG0475.The orthometric height was determined by differential leveling
 DG0475.and adjusted by the National Geodetic Survey in June 1991..
 DG0475
 DG0475.The geoid height was determined by GEOID03.
 DG0475
 DG0475.The dynamic height is computed by dividing the NAVD 88
 DG0475.geopotential number by the normal gravity value computed on the
 DG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0475.degrees latitude (g = 980.6199 gals.).
 DG0475
 DG0475.The modeled gravity was interpolated from observed gravity values.
 DG0475
 DG0475;                    North         East    Units  Estimated Accuracy
 DG0475;SPC GA W     -   409,170.      683,470.      MT  (+/- 180 meters Scaled)
 DG0475
 DG0475                          SUPERSEDED SURVEY CONTROL
 DG0475
 DG0475  NGVD 29 (??/??/92)  257.351  (m)          844.33   (f) ADJ UNCH    1 1
 DG0475
 DG0475.Superseded values are not recommended for survey control.
 DG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0475.See file dsdata.txt to determine how the superseded data were derived.
 DG0475
 DG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC461309(NAD 83)
 DG0475_MARKER: DD = SURVEY DISK
 DG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0475_STAMPING: 107 844.5 1927
 DG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0475+STABILITY: SURFACE MOTION
 DG0475
 DG0475  HISTORY     - Date     Condition        Report By
 DG0475  HISTORY     - 1927     MONUMENTED       GA0280
 DG0475  HISTORY     - 1968     GOOD             NGS
 DG0475  HISTORY     - 19900509 MARK NOT FOUND   USGS
 DG0475
 DG0475                          STATION DESCRIPTION
 DG0475
 DG0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0475'2.2 MI SE FROM ATLANTA.
 DG0475'ABOUT 2.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0475'CROSSING OF SAWTELL AVENUE AT ATLANTA, FULTON COUNTY, 0.35 MILE
 DG0475'SOUTHEAST OF THE OVERPASS OF U.S. HIGHWAY 23 AND STATE HIGHWAY 42
 DG0475'OVER THE RAILWAY, ABOUT 296 YARDS NORTHWEST OF MILEPOST 159, 258
 DG0475'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF FAYETTEVILLE ROAD,
 DG0475'87 FEET NORTH OF THE NORTHEAST CORNER OF A CHIMNEY OF A ONE-STORIED
 DG0475'HOUSE, 57 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE
 DG0475'FOR THE HOUSE, 39 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST
 DG0475'RAIL OF THE MAIN TRACK, 38 1/2 FEET SOUTHEAST OF THE RAILWAY
 DG0475'STATION SIGN CONSTITUTION, 1.5 FEET SOUTHEAST OF A CONCRETE WITNESS
 DG0475'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 DG0475'OF A 6-INCH IN DIAMETER CONCRETE POST 2 INCHES BELOW THE LEVEL
 DG0475'OF THE GROUND.
 DG0475
 DG0475                          STATION RECOVERY (1990)
 DG0475
 DG0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0475'MARK NOT FOUND BUT MAY STILL EXIST UNDER GROWTH AND FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0775 ***********************************************************************
 ED0775  DESIGNATION -  1077
 ED0775  PID         -  ED0775
 ED0775  STATE/COUNTY-  GA/RABUN
 ED0775  USGS QUAD   -  LAKE BURTON (1985)
 ED0775
 ED0775                         *CURRENT SURVEY CONTROL
 ED0775  ___________________________________________________________________
 ED0775* NAD 83(1986)-  34 51 32.     (N)    083 30 37.     (W)     SCALED    
 ED0775* NAVD 88     -       578.652  (meters)    1898.46   (feet)  ADJUSTED  
 ED0775  ___________________________________________________________________
 ED0775  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 ED0775  DYNAMIC HT  -         578.028 (meters)    1896.41  (feet)  COMP
 ED0775  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 ED0775
 ED0775  VERT ORDER  -  SECOND    CLASS 0
 ED0775
 ED0775.The horizontal coordinates were scaled from a topographic map and have
 ED0775.an estimated accuracy of +/- 6 seconds.
 ED0775
 ED0775.The orthometric height was determined by differential leveling
 ED0775.and adjusted by the National Geodetic Survey in June 1991..
 ED0775
 ED0775.The geoid height was determined by GEOID03.
 ED0775
 ED0775.The dynamic height is computed by dividing the NAVD 88
 ED0775.geopotential number by the normal gravity value computed on the
 ED0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0775.degrees latitude (g = 980.6199 gals.).
 ED0775
 ED0775.The modeled gravity was interpolated from observed gravity values.
 ED0775
 ED0775;                    North         East    Units  Estimated Accuracy
 ED0775;SPC GA W     -   538,970.      760,020.      MT  (+/- 180 meters Scaled)
 ED0775
 ED0775                          SUPERSEDED SURVEY CONTROL
 ED0775
 ED0775  NGVD 29 (??/??/92)  578.652  (m)         1898.46   (f) ADJ UNCH    2 0
 ED0775
 ED0775.Superseded values are not recommended for survey control.
 ED0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0775.See file dsdata.txt to determine how the superseded data were derived.
 ED0775
 ED0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU705602(NAD 83)
 ED0775_MARKER: P = PIPE CAP
 ED0775_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ED0775_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ED0775_STAMPING: 1077 1933
 ED0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0775
 ED0775  HISTORY     - Date     Condition        Report By
 ED0775  HISTORY     - 1933     MONUMENTED       USFS
 ED0775  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0775
 ED0775                          STATION DESCRIPTION
 ED0775
 ED0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0775'6.7 MI W FROM CLAYTON.
 ED0775'DIGGING AROUND THE ONLY REMAINING TREE APPROXIMATING THE ONE
 ED0775'OF THE ORIGINAL DESCRIPTION FAILED TO FIND ANY EVIDENCE OF THE
 ED0775'MARK.  SINCE 1934, THE INTERSECTION OF THE OLD NO. 2 GEORGIA
 ED0775'HIGHWAY AND THE BRIDGE CREEK ROAD IS REPORTEDLY AND EVIDENTLY
 ED0775'MOVED ABOUT 0.15 MILE WESTERLY ALONG THE PRESENT HIGHWAY.  7.1
 ED0775'MILES WEST ALONG STATE HIGHWAY 2 FROM THE MAIN CORNER AT CLAYTON,
 ED0775'RABUN COUNTY, 0.1 MILE EAST OF THE INTERSECTION OF THE ROAD TO
 ED0775'BRIDGE CREEK, 10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ED0775'1 YARD NORTHWEST OF A 32-INCH OAK TREE, AND ABOUT 3-1/2 FEET LOWER
 ED0775'THAN THE HIGHWAY.  A UNITED STATES FOREST SERVICE STANDARD CAP,
 ED0775'STAMPED 1077 1933 AND FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0541 ***********************************************************************
 CK0541  DESIGNATION -  108
 CK0541  PID         -  CK0541
 CK0541  STATE/COUNTY-  GA/EFFINGHAM
 CK0541  USGS QUAD   -  EGYPT (1978)
 CK0541
 CK0541                         *CURRENT SURVEY CONTROL
 CK0541  ___________________________________________________________________
 CK0541* NAD 83(1986)-  32 22 57.     (N)    081 25 27.     (W)     SCALED    
 CK0541* NAVD 88     -        32.772  (meters)     107.52   (feet)  ADJUSTED  
 CK0541  ___________________________________________________________________
 CK0541  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CK0541  DYNAMIC HT  -          32.735 (meters)     107.40  (feet)  COMP
 CK0541  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 CK0541
 CK0541  VERT ORDER  -  FIRST     CLASS II
 CK0541
 CK0541.The horizontal coordinates were scaled from a topographic map and have
 CK0541.an estimated accuracy of +/- 6 seconds.
 CK0541
 CK0541.The orthometric height was determined by differential leveling
 CK0541.and adjusted by the National Geodetic Survey in June 1991..
 CK0541
 CK0541.The geoid height was determined by GEOID03.
 CK0541
 CK0541.The dynamic height is computed by dividing the NAVD 88
 CK0541.geopotential number by the normal gravity value computed on the
 CK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0541.degrees latitude (g = 980.6199 gals.).
 CK0541
 CK0541.The modeled gravity was interpolated from observed gravity values.
 CK0541
 CK0541;                    North         East    Units  Estimated Accuracy
 CK0541;SPC GA E     -   264,370.      269,860.      MT  (+/- 180 meters Scaled)
 CK0541
 CK0541                          SUPERSEDED SURVEY CONTROL
 CK0541
 CK0541  NGVD 29 (??/??/92)   33.026  (m)          108.35   (f) ADJ UNCH    1 2
 CK0541
 CK0541.Superseded values are not recommended for survey control.
 CK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0541.See file dsdata.txt to determine how the superseded data were derived.
 CK0541
 CK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR601829(NAD 83)
 CK0541_MARKER: P = PIPE CAP
 CK0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0541_STAMPING: 108.294 108 1918
 CK0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0541
 CK0541  HISTORY     - Date     Condition        Report By
 CK0541  HISTORY     - 1918     MONUMENTED       USGS
 CK0541  HISTORY     - 1960     GOOD             NGS
 CK0541  HISTORY     - 1976     MARK NOT FOUND   USGS
 CK0541
 CK0541                          STATION DESCRIPTION
 CK0541
 CK0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK0541'3.8 MI N FROM GUYTON.
 CK0541'ABOUT 3.8 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK0541'THE STATION AT GUYTON, 12 FEET EAST OF MILEPOST S 34, 19.6 FEET
 CK0541'EAST OF THE EAST RAIL, 44 FEET WEST OF THE CENTER LINE OF STATE
 CK0541'HIGHWAY 17, 9 1/2 FEET NORTHWEST OF A TELEPHONE POLE, ACROSS THE
 CK0541'TRACK FROM AND BETWEEN TELEPHONE POLES 3851 AND 3852, AND RIVETED
 CK0541'ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 14 INCHES.  NOTE-- THE
 CK0541'MARK IS LEANING SLIGHTLY TO THE NORTH AND THE PIPE IS RUSTED.  A
 CK0541'NEW MARK WAS SET NEARBY.
 CK0541
 CK0541                          STATION RECOVERY (1976)
 CK0541
 CK0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CK0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1174 ***********************************************************************
 CL1174  DESIGNATION -  108 FAR USGS
 CL1174  PID         -  CL1174
 CL1174  STATE/COUNTY-  GA/EMANUEL
 CL1174  USGS QUAD   -  TWIN CITY (1971)
 CL1174
 CL1174                         *CURRENT SURVEY CONTROL
 CL1174  ___________________________________________________________________
 CL1174* NAD 83(1986)-  32 35 41.     (N)    082 10 23.     (W)     SCALED    
 CL1174* NAVD 88     -        98.930  (meters)     324.57   (feet)  ADJUSTED  
 CL1174  ___________________________________________________________________
 CL1174  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL1174  DYNAMIC HT  -          98.819 (meters)     324.21  (feet)  COMP
 CL1174  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CL1174
 CL1174  VERT ORDER  -  FIRST     CLASS II
 CL1174
 CL1174.The horizontal coordinates were scaled from a topographic map and have
 CL1174.an estimated accuracy of +/- 6 seconds.
 CL1174
 CL1174.The orthometric height was determined by differential leveling
 CL1174.and adjusted by the National Geodetic Survey in June 1991..
 CL1174
 CL1174.The geoid height was determined by GEOID03.
 CL1174
 CL1174.The dynamic height is computed by dividing the NAVD 88
 CL1174.geopotential number by the normal gravity value computed on the
 CL1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1174.degrees latitude (g = 980.6199 gals.).
 CL1174
 CL1174.The modeled gravity was interpolated from observed gravity values.
 CL1174
 CL1174;                    North         East    Units  Estimated Accuracy
 CL1174;SPC GA E     -   287,660.      199,400.      MT  (+/- 180 meters Scaled)
 CL1174
 CL1174                          SUPERSEDED SURVEY CONTROL
 CL1174
 CL1174.No superseded survey control is available for this station.
 CL1174
 CL1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS899069(NAD 83)
 CL1174_MARKER: DD = SURVEY DISK
 CL1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1174_SP_SET: CONCRETE POST
 CL1174_STAMPING: 108 FAR 1970
 CL1174_PROJECTION: FLUSH
 CL1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1174+STABILITY: SURFACE MOTION
 CL1174
 CL1174  HISTORY     - Date     Condition        Report By
 CL1174  HISTORY     - 1970     MONUMENTED       USGS
 CL1174  HISTORY     - 1979     GOOD             NGS
 CL1174
 CL1174                          STATION DESCRIPTION
 CL1174
 CL1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1174'0.6 MI NORTH FROM TWIN CITY.
 CL1174'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 CL1174'U.S. HIGHWAY 80 AT TWIN CITY, AT THE NORTHWEST CORNER OF A
 CL1174'SMALL CEMETERY, AT THE NORTH END OF A FENCE, 56.5 FT. EAST OF THE
 CL1174'CENTERLINE OF THE HIGHWAY, 20 FT. SOUTH OF THE CENTERLINE OF A DIRT
 CL1174'ROAD INTO THE CEMETERY, 3 FT. WEST OF A 10-INCH PINE TREE, 1.5 FT.
 CL1174'WEST OF A FENCE LINE.
 CL1174'THE MARK IS 20 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0366 ***********************************************************************
 EE0366  DESIGNATION -  1085
 EE0366  PID         -  EE0366
 EE0366  STATE/COUNTY-  GA/PICKENS
 EE0366  USGS QUAD   -  TALKING ROCK (1985)
 EE0366
 EE0366                         *CURRENT SURVEY CONTROL
 EE0366  ___________________________________________________________________
 EE0366* NAD 83(1986)-  34 30 37.     (N)    084 30 21.     (W)     SCALED    
 EE0366* NAVD 88     -       330.866  (meters)    1085.52   (feet)  ADJUSTED  
 EE0366  ___________________________________________________________________
 EE0366  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE0366  DYNAMIC HT  -         330.520 (meters)    1084.38  (feet)  COMP
 EE0366  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 EE0366
 EE0366  VERT ORDER  -  SECOND    CLASS 0
 EE0366
 EE0366.The horizontal coordinates were scaled from a topographic map and have
 EE0366.an estimated accuracy of +/- 6 seconds.
 EE0366
 EE0366.The orthometric height was determined by differential leveling
 EE0366.and adjusted by the National Geodetic Survey in June 1991..
 EE0366
 EE0366.The geoid height was determined by GEOID03.
 EE0366
 EE0366.The dynamic height is computed by dividing the NAVD 88
 EE0366.geopotential number by the normal gravity value computed on the
 EE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0366.degrees latitude (g = 980.6199 gals.).
 EE0366
 EE0366.The modeled gravity was interpolated from observed gravity values.
 EE0366
 EE0366;                    North         East    Units  Estimated Accuracy
 EE0366;SPC GA W     -   500,150.      668,860.      MT  (+/- 180 meters Scaled)
 EE0366
 EE0366                          SUPERSEDED SURVEY CONTROL
 EE0366
 EE0366  NGVD 29 (??/??/92)  330.856  (m)         1085.48   (f) ADJ UNCH    2 0
 EE0366
 EE0366.Superseded values are not recommended for survey control.
 EE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0366.See file dsdata.txt to determine how the superseded data were derived.
 EE0366
 EE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD289215(NAD 83)
 EE0366_MARKER: DD = SURVEY DISK
 EE0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0366_SP_SET: CONCRETE PORCH
 EE0366_STAMPING: 1085.483
 EE0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0366
 EE0366  HISTORY     - Date     Condition        Report By
 EE0366  HISTORY     - UNK      MONUMENTED       USGS
 EE0366  HISTORY     - 1972     GOOD             NGS
 EE0366  HISTORY     - 1976     GOOD             LOCENG
 EE0366
 EE0366                          STATION DESCRIPTION
 EE0366
 EE0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0366'AT TALKING ROCK.
 EE0366'AT TALKING ROCK, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE0366'408 1/2 FEET EAST-SOUTHEAST OF MILEPOST 425, 123 FEET NORTHEAST OF
 EE0366'THE NORTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE
 EE0366'CONCRETE PORCH ON THE SOUTHWEST SIDE OF THE N.C. LOW GENERAL
 EE0366'STORE AND SERVICE STATION, 1.3 FEET SOUTHEAST OF THE SOUTHEAST
 EE0366'EDGE OF THE MORE NORTHWESTERLY OF THE TWO ENTRANCES TO THE
 EE0366'BUILDING, 13.7 FEET SOUTHEAST OF THE WEST CORNER AND 0.5 FOOT
 EE0366'SOUTHWEST OF THE SOUTHWEST EDGE OF THE BUILDING, AND ABOUT 1
 EE0366'FOOT ABOVE THE TRACK.
 EE0366
 EE0366                          STATION RECOVERY (1976)
 EE0366
 EE0366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 EE0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0367 ***********************************************************************
 EE0367  DESIGNATION -  1089
 EE0367  PID         -  EE0367
 EE0367  STATE/COUNTY-  GA/PICKENS
 EE0367  USGS QUAD   -  TALKING ROCK (1985)
 EE0367
 EE0367                         *CURRENT SURVEY CONTROL
 EE0367  ___________________________________________________________________
 EE0367* NAD 83(1986)-  34 32 23.     (N)    084 30 35.     (W)     SCALED    
 EE0367* NAVD 88     -       332.063  (meters)    1089.44   (feet)  ADJUSTED  
 EE0367  ___________________________________________________________________
 EE0367  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE0367  DYNAMIC HT  -         331.715 (meters)    1088.30  (feet)  COMP
 EE0367  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 EE0367
 EE0367  VERT ORDER  -  SECOND    CLASS 0
 EE0367
 EE0367.The horizontal coordinates were scaled from a topographic map and have
 EE0367.an estimated accuracy of +/- 6 seconds.
 EE0367
 EE0367.The orthometric height was determined by differential leveling
 EE0367.and adjusted by the National Geodetic Survey in June 1991..
 EE0367
 EE0367.The geoid height was determined by GEOID03.
 EE0367
 EE0367.The dynamic height is computed by dividing the NAVD 88
 EE0367.geopotential number by the normal gravity value computed on the
 EE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0367.degrees latitude (g = 980.6199 gals.).
 EE0367
 EE0367.The modeled gravity was interpolated from observed gravity values.
 EE0367
 EE0367;                    North         East    Units  Estimated Accuracy
 EE0367;SPC GA W     -   503,420.      668,510.      MT  (+/- 180 meters Scaled)
 EE0367
 EE0367                          SUPERSEDED SURVEY CONTROL
 EE0367
 EE0367  NGVD 29 (??/??/92)  332.056  (m)         1089.42   (f) ADJ UNCH    2 0
 EE0367
 EE0367.Superseded values are not recommended for survey control.
 EE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0367.See file dsdata.txt to determine how the superseded data were derived.
 EE0367
 EE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD285248(NAD 83)
 EE0367_MARKER: DD = SURVEY DISK
 EE0367_SETTING: 66 = SET IN ROCK OUTCROP
 EE0367_SP_SET: ROCK CUT
 EE0367_STAMPING: 1089.420
 EE0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0367+STABILITY: POSITION/ELEVATION WELL
 EE0367
 EE0367  HISTORY     - Date     Condition        Report By
 EE0367  HISTORY     - UNK      MONUMENTED       USGS
 EE0367  HISTORY     - 1972     POOR             NGS
 EE0367
 EE0367                          STATION DESCRIPTION
 EE0367
 EE0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0367'1.3 MI S FROM WHITESTONE.
 EE0367'ABOUT 1.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0367'FROM THE ABANDONED STATION AT WHITESTONE, 611 FEET SOUTHWEST OF
 EE0367'MILEPOST 422, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, A U.S.G.S.
 EE0367'DISK SET SLOPING, IN A SLOPING LEDGE, IN A LARGE ROCK AT THE FOOT
 EE0367'OF A CUT ON THE NORTHWEST SIDE OF THE TRACK, 141 1/2 FEET
 EE0367'SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 EE0367'PAVED ROAD, 80 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 EE0367'BRIDGE ON THE PAVED ROAD, 136 1/2 FEET NORTHEAST OF THE NORTHEAST
 EE0367'END OF A CURVE IN THE TRACK, ABOUT LEVEL WITH THE GROUND, AND
 EE0367'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE MARK IS
 EE0367'SUBJECT TO BEING COVERED BY SEVERAL INCHES OF DIRT FROM THE DIRT
 EE0367'THAT SLIDES DOWN FROM THE TOP OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1561 ***********************************************************************
 BS1561  DESIGNATION -  10E 31 GAGS 1935
 BS1561  PID         -  BS1561
 BS1561  STATE/COUNTY-  GA/CRISP
 BS1561  USGS QUAD   -  CORDELE (1987)
 BS1561
 BS1561                         *CURRENT SURVEY CONTROL
 BS1561  ___________________________________________________________________
 BS1561* NAD 83(1994)-  31 57 18.19205(N)    083 46 49.11244(W)     ADJUSTED  
 BS1561* NAVD 88     -       100.08   (+/-2cm)     328.3    (feet)  VERTCON   
 BS1561  ___________________________________________________________________
 BS1561  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BS1561  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BS1561
 BS1561  HORZ ORDER  -  SECOND
 BS1561  VERT ORDER  -  THIRD ? (See Below)
 BS1561
 BS1561.The horizontal coordinates were established by classical geodetic methods
 BS1561.and adjusted by the National Geodetic Survey in September 1997..
 BS1561
 BS1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1561.The vertical order pertains to the NGVD 29 superseded value.
 BS1561
 BS1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1561
 BS1561.The geoid height was determined by GEOID03.
 BS1561
 BS1561;                    North         East     Units Scale Factor Converg.
 BS1561;SPC GA W     -   216,798.560   736,522.417   MT  0.99991644   +0 12 16.1
 BS1561;SPC GA W     -   711,279.94  2,416,407.30   sFT  0.99991644   +0 12 16.1
 BS1561;UTM  17      - 3,538,829.860   237,211.229   MT  1.00045176   -1 28 20.4
 BS1561
 BS1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1561!SPC GA W     -   0.99998851  x   0.99991644  =   0.99990495
 BS1561!UTM  17      -   0.99998851  x   1.00045176  =   1.00044027
 BS1561
 BS1561                          SUPERSEDED SURVEY CONTROL
 BS1561
 BS1561  NAD 83(1986)-  31 57 18.19544(N)    083 46 49.11136(W) AD(       ) 2
 BS1561  NAD 27      -  31 57 17.56500(N)    083 46 49.49800(W) AD(       ) 2
 BS1561  NGVD 29 (07/19/86)  100.25   (m)          328.9    (f) LEVELING    3  
 BS1561
 BS1561.Superseded values are not recommended for survey control.
 BS1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1561.See file dsdata.txt to determine how the superseded data were derived.
 BS1561
 BS1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR3721138830(NAD 83)
 BS1561_MARKER: DD = SURVEY DISK
 BS1561_SETTING: 0 = UNSPECIFIED SETTING
 BS1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1561
 BS1561  HISTORY     - Date     Condition        Report By
 BS1561  HISTORY     - 1935     MONUMENTED       GAGS
 BS1561  HISTORY     - 1971     MARK NOT FOUND   NGS
 BS1561  HISTORY     - 1975     MARK NOT FOUND   NGS
 BS1561
 BS1561                          STATION DESCRIPTION
 BS1561
 BS1561'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 BS1561'AT CORDELE, 5 PACES NORTH OF CENTER LINE OF GRADE CROSSING, 4.3
 BS1561'FEET EAST OF EAST RAIL OF SWITCH TRACK AND 4.2 FEET WEST OF WEST
 BS1561'RAIL OF MAIN TRACK.  STATION IS A STATE SURVEY STANDARD DISK SET
 BS1561'IN 6-INCH STOVEPIPE FILLED WITH CONCRETE, PROJECTS 1 INCH AND IS
 BS1561'1907 FEET EAST OF CORDELE (SEE DESCRIPTION THEREOF) S 79 DEG 59 MIN E.
 BS1561
 BS1561                          STATION RECOVERY (1971)
 BS1561
 BS1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BS1561'STATION SEARCHED FOR BUT NOT FOUND AND APPEARS DESTROYED BY
 BS1561'RAILROAD RIGHT-OF-WAY IMPROVEMENTS.
 BS1561'
 BS1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1561'AT CORDELE.
 BS1561
 BS1561                          STATION RECOVERY (1975)
 BS1561
 BS1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BS1561'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ROAD HAS BEEN WIDENED
 BS1561'AND THERE IS ABOUT 6 TRACKS AT THE RAILROAD CROSSING NOW.  RAILROAD
 BS1561'TRACK AND ROAD IMPROVEMENTS APPARENTLY DESTROYED THE MARK.
 BS1561'
 BS1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1561'1/2 MILE SOUTH OF CORDELE ALONG TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1524 ***********************************************************************
 BS1524  DESIGNATION -  10E 46 ECC
 BS1524  PID         -  BS1524
 BS1524  STATE/COUNTY-  GA/TURNER
 BS1524  USGS QUAD   -  ASHBURN (1973)
 BS1524
 BS1524                         *CURRENT SURVEY CONTROL
 BS1524  ___________________________________________________________________
 BS1524* NAD 83(1994)-  31 43 01.12238(N)    083 39 34.44875(W)     ADJUSTED  
 BS1524* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 BS1524  ___________________________________________________________________
 BS1524  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BS1524  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BS1524
 BS1524  HORZ ORDER  -  SECOND
 BS1524
 BS1524.The horizontal coordinates were established by classical geodetic methods
 BS1524.and adjusted by the National Geodetic Survey in September 1997..
 BS1524
 BS1524.The orthometric height was scaled from a topographic map.
 BS1524
 BS1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1524
 BS1524.The geoid height was determined by GEOID03.
 BS1524
 BS1524;                    North         East     Units Scale Factor Converg.
 BS1524;SPC GA W     -   190,449.153   748,059.323   MT  0.99992848   +0 15 59.8
 BS1524;SPC GA W     -   624,831.93  2,454,257.96   sFT  0.99992848   +0 15 59.8
 BS1524;UTM  17      - 3,512,141.996   247,980.119   MT  1.00038341   -1 23 56.2
 BS1524
 BS1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1524!SPC GA W     -   0.99998323  x   0.99992848  =   0.99991171
 BS1524!UTM  17      -   0.99998323  x   1.00038341  =   1.00036663
 BS1524
 BS1524|---------------------------------------------------------------------|
 BS1524| PID    Reference Object                     Distance      Geod. Az  |
 BS1524|                                                           dddmmss.s |
 BS1524| BS1525 10E 46 GAGS 1935                     21.827 METERS 07644     |
 BS1524| BS1523 ASHBURN CTHSE                       APPROX. 2.7 KM 1672039.2 |
 BS1524| CW3244 10E 46 ECC AZ MK                                   1690518.3 |
 BS1524| CW3245 10E 46 ECC RM 1                      42.751 METERS 18549     |
 BS1524| CW3246 10E 46 ECC RM 2                      49.728 METERS 32731     |
 BS1524|---------------------------------------------------------------------|
 BS1524
 BS1524                          SUPERSEDED SURVEY CONTROL
 BS1524
 BS1524  NAD 83(1986)-  31 43 01.13156(N)    083 39 34.45053(W) AD(       ) 2
 BS1524  NAD 27      -  31 43 00.47900(N)    083 39 34.84300(W) AD(       ) 2
 BS1524
 BS1524.Superseded values are not recommended for survey control.
 BS1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1524.See file dsdata.txt to determine how the superseded data were derived.
 BS1524
 BS1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR4798012142(NAD 83)
 BS1524_MARKER: DS = TRIANGULATION STATION DISK
 BS1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1524
 BS1524  HISTORY     - Date     Condition        Report By
 BS1524  HISTORY     - 1935     MONUMENTED       CGS
 BS1524  HISTORY     - 1975     SEE DESCRIPTION  NGS
 BS1524
 BS1524                          STATION DESCRIPTION
 BS1524
 BS1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1524'ABOUT 0.85 MILE NORTHWEST OF GEORGIA SOUTHERN AND FLORIDA RAILWAY
 BS1524'STATION AT ASHBURN, ON SOUTH SIDE OF RAILWAY CUT ON RIGHT-OF-WAY,
 BS1524'SOUTHWEST (ACROSS RAILWAY TRACKS) OF CENTER LINE OF U.S. HIGHWAY
 BS1524'41, 43 FEET NORTHWEST OF TELEPHONE POLE, 31 FEET SOUTHWEST OF
 BS1524'SOUTH EDGE OF CUT AND 26 FEET NORTHEAST OF CENTER LINE OF SAND
 BS1524'ROAD.  TO REACH FROM RAILWAY STATION AT ASHBURN, FOLLOW U.S. HIGHWAY
 BS1524'41 NORTHWEST FOR 0.8 MILE TO DIRT T-ROAD (SOUTHWEST) AT SIGN HOUSE
 BS1524'BY THE ROAD AND LARGE 2-STORY HOUSE ON RIGHT WITH SIGN SPARROW
 BS1524'NEST.  TURN LEFT ON DIRT ROAD, CROSS RAILWAY TRACKS AND TURN RIGHT
 BS1524'ON SAND ROAD FOR 0.15 MILE TO STATION ON RIGHT.  SURFACE AND
 BS1524'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BS1524'UPPER MARK PROJECTS ABOUT 6 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 BS1524'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1
 BS1524'PROJECTS ABOUT 6 INCHES, IS 21 FEET SOUTHWEST OF CENTER LINE OF
 BS1524'SAND ROAD, 1 FOOT EAST OF NORTH-SOUTH WIRE FENCE LINE AND 140.26
 BS1524'FEET SOUTH-SOUTHWEST OF STATION S 5 DEG 49 MIN W.  NO. 2
 BS1524'PROJECTS ABOUT 6 INCHES, IS 18 FEET NORTHWEST OF CENTER LINE OF
 BS1524'SAND ROAD, 1 FOOT EAST OF NORTH-SOUTH WIRE FENCE LINE AND 163.15
 BS1524'FEET NORTHWEST OF STATION N 32 DEG 29 MIN W.  AZIMUTH MARK
 BS1524'PROJECTS ABOUT 7 INCHES, IS AT EAST SIDE OF GEORGIA SOUTHERN AND
 BS1524'FLORIDA RAILWAY RIGHT-OF-WAY, 35 FEET WEST OF CENTER LINE OF
 BS1524'HIGHWAY, 27 FEET SOUTH OF POWER LINE POLE WITH TRANSFORMER, 21 FEET
 BS1524'EAST OF EAST RAIL, 7 FEET NORTHWEST OF TELEPHONE POLE AND 0.2 MILE
 BS1524'SOUTHEAST OF STATION S 10 DEG 55 MIN E.  FOLLOWING
 BS1524'DISTANCES AND BEARINGS ARE FROM STATION--ASHBURN, TURNER CO.,
 BS1524'COURTHOUSE, FINIAL (SEE DESCRIPTION THEREOF) 0.7 MILE SOUTHEAST,
 BS1524'S 12 DEG 39 MIN E.  10E-46 (GA.GEOD.S.) (SEE
 BS1524'DESCRIPTION THEREOF) 71.61 FEET N 76 DEG 44 MIN E.  10E-45
 BS1524'(GA.GEOD.S.) (SEE DESCRIPTION THEREOF) 0.65 MILE, N 25 DEG 15 MIN W.
 BS1524
 BS1524                          STATION RECOVERY (1975)
 BS1524
 BS1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BS1524'THE STATION MARK AND REFERENCE MARK 2 MONUMENTS WERE RECOVERED AND
 BS1524'FOUND LYING ON THE GROUND WITH THE SHANK OF THE DISK
 BS1524'REMAINING.  REFERENCE MARK 1 WAS NOT FOUND, AND APPARENTLY WAS
 BS1524'DESTROYED WHEN ROAD WAS RECONSTRUCTED AND SURFACED AS IT FALLS IN
 BS1524'AREA OF NOW WHAT IS DITCH.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 BS1524'NOT FOUND.  TRAVERSE STATION 10E-46 (GA. GEOD.S.) WAS NOT
 BS1524'RECOVERED AT THIS TIME.  STATION SHOULD BE CONSIDERED
 BS1524'LOST.  ORIGINAL DESCRIPTION IS ADEQUATE AS PER TO REACH
 BS1524'STATION AREA.
 BS1524'
 BS1524'NOTICE--THE TWO MONUMENTS FOUND WERE NOT REMOVED FROM THE EAST
 BS1524'SIDE OF THE SURFACED ROAD AND ARE STILL IN THE DITCH.
 BS1524'
 BS1524'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1524'0.85 MILE NORTHWEST OF DOWNTOWN ASHBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1399 ***********************************************************************
 BS1399  DESIGNATION -  10E 60 GAGS 1935
 BS1399  PID         -  BS1399
 BS1399  STATE/COUNTY-  GA/TIFT
 BS1399  USGS QUAD   -  TIFTON WEST (1988)
 BS1399
 BS1399                         *CURRENT SURVEY CONTROL
 BS1399  ___________________________________________________________________
 BS1399* NAD 83(1994)-  31 27 57.37968(N)    083 31 07.04201(W)     ADJUSTED  
 BS1399* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BS1399  ___________________________________________________________________
 BS1399  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 BS1399  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BS1399
 BS1399  HORZ ORDER  -  SECOND
 BS1399
 BS1399.The horizontal coordinates were established by classical geodetic methods
 BS1399.and adjusted by the National Geodetic Survey in September 1997..
 BS1399
 BS1399.The orthometric height was scaled from a topographic map.
 BS1399
 BS1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1399
 BS1399.The geoid height was determined by GEOID03.
 BS1399
 BS1399;                    North         East     Units Scale Factor Converg.
 BS1399;SPC GA W     -   162,686.725   761,582.425   MT  0.99994676   +0 20 17.8
 BS1399;SPC GA W     -   533,748.03  2,498,625.01   sFT  0.99994676   +0 20 17.8
 BS1399;UTM  17      - 3,483,988.108   260,698.700   MT  1.00030636   -1 18 55.2
 BS1399
 BS1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1399!SPC GA W     -   0.99998679  x   0.99994676  =   0.99993355
 BS1399!UTM  17      -   0.99998679  x   1.00030636  =   1.00029314
 BS1399
 BS1399                          SUPERSEDED SURVEY CONTROL
 BS1399
 BS1399  NAD 83(1986)-  31 27 57.39244(N)    083 31 07.04788(W) AD(       ) 2
 BS1399  NAD 27      -  31 27 56.72800(N)    083 31 07.45600(W) AD(       ) 2
 BS1399
 BS1399.Superseded values are not recommended for survey control.
 BS1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1399.See file dsdata.txt to determine how the superseded data were derived.
 BS1399
 BS1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6069983988(NAD 83)
 BS1399_MARKER: DD = SURVEY DISK
 BS1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1399_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1399
 BS1399  HISTORY     - Date     Condition        Report By
 BS1399  HISTORY     - 1935     MONUMENTED       GAGS
 BS1399  HISTORY     - 1977     GOOD             NGS
 BS1399
 BS1399                          STATION DESCRIPTION
 BS1399
 BS1399'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BS1399'ABOUT 1 MILE NORTH-NORTHWEST OF TIFTON.  STATION
 BS1399'IS A STATE SURVEY STANDARD DISK SET IN CONCRETE IN TOP OF 6-INCH IRON
 BS1399'PIPE, FLUSH WITH GROUND, IS OPPOSITE A FENCE, 32 FEET NORTHEAST OF
 BS1399'CENTER LINE OF TRACKS, 19 FEET SOUTHWEST OF FENCE LINE AND 40.90
 BS1399'FEET SOUTHWEST OF STATION 10E-62 ECC S 66 DEG 40 MIN W.
 BS1399
 BS1399                          STATION RECOVERY (1977)
 BS1399
 BS1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BS1399'STATION WAS RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  DUE
 BS1399'TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BS1399'
 BS1399'STATION IS LOCATED ABOUT 280 FEET SOUTHEAST OF THE INTERSECTION
 BS1399'OF FULWOOD BOULEVARD AND BALDWIN DRIVE IN THE NORTHWEST SECTION
 BS1399'OF TIFTON.
 BS1399'
 BS1399'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 75 PASSES
 BS1399'OVER W 8TH STREET (EXIT 20) ABOUT 1.5 MILES NORTHWEST OF
 BS1399'DOWNTOWN TIFTON, GO EAST ON W 8TH STREET FOR 0.75 MILE TO
 BS1399'BALDWIN DRIVE ON LEFT.  TURN LEFT AND GO NORTH AND NORTH-NORTHWEST
 BS1399'ON BALDWIN DRIVE FOR 0.35 MILE TO THE HIGHEST EMBANKMENT AND
 BS1399'STATION.
 BS1399'
 BS1399'STATION MARK, A STANDARD COAST AND GEODETIC SURVEY AND STATE
 BS1399'SURVEY DISK STAMPED 10 E 60, IS SET IN THE TOP OF A 6-INCH
 BS1399'ROUND CONCRETE POST THAT IS SET FLUSH WITH THE GROUND AND IN A
 BS1399'4 FEET HIGH HEDGE ROW ON THE EAST RAILROAD EMBANKMENT.  IT IS
 BS1399'267 FEET SOUTH-SOUTHEAST OF FULWOOD BOULEVARD, 99 FEET
 BS1399'EAST-NORTHEAST OF BALDWIN DRIVE, 60.5 FEET SOUTH-SOUTHEAST OF
 BS1399'THE SECOND TELEPHONE POLE FROM FULWOOD BOULEVARD, 29.0 FEET
 BS1399'EAST-NORTHEAST OF THE EAST RAIL OF TRACK AND 1.3 FEET EAST OF
 BS1399'A METAL WITNESS POST.
 BS1399'
 BS1399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1399'1 MILE NORTH-NORTHWEST OF TIFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1400 ***********************************************************************
 BS1400  DESIGNATION -  10E 62 ECC
 BS1400  PID         -  BS1400
 BS1400  STATE/COUNTY-  GA/TIFT
 BS1400  USGS QUAD   -  TIFTON WEST (1988)
 BS1400
 BS1400                         *CURRENT SURVEY CONTROL
 BS1400  ___________________________________________________________________
 BS1400* NAD 83(1994)-  31 27 57.53994(N)    083 31 06.60839(W)     ADJUSTED  
 BS1400* NAVD 88     -       115.30   (+/-2cm)     378.3    (feet)  VERTCON   
 BS1400  ___________________________________________________________________
 BS1400  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 BS1400  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BS1400
 BS1400  HORZ ORDER  -  SECOND
 BS1400  VERT ORDER  -  THIRD ? (See Below)
 BS1400
 BS1400.The horizontal coordinates were established by classical geodetic methods
 BS1400.and adjusted by the National Geodetic Survey in September 1997..
 BS1400
 BS1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1400.The vertical order pertains to the NGVD 29 superseded value.
 BS1400
 BS1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1400
 BS1400.The geoid height was determined by GEOID03.
 BS1400
 BS1400;                    North         East     Units Scale Factor Converg.
 BS1400;SPC GA W     -   162,691.728   761,593.842   MT  0.99994678   +0 20 18.1
 BS1400;SPC GA W     -   533,764.44  2,498,662.46   sFT  0.99994678   +0 20 18.1
 BS1400;UTM  17      - 3,483,992.781   260,710.261   MT  1.00030629   -1 18 55.0
 BS1400
 BS1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1400!SPC GA W     -   0.99998608  x   0.99994678  =   0.99993286
 BS1400!UTM  17      -   0.99998608  x   1.00030629  =   1.00029237
 BS1400
 BS1400|---------------------------------------------------------------------|
 BS1400| PID    Reference Object                     Distance      Geod. Az  |
 BS1400|                                                           dddmmss.s |
 BS1400| CW3250 10E 62 ECC RM 2                      36.077 METERS 08947     |
 BS1400| BS1381 TIFTON BLACK MUNICIPAL TANK         APPROX. 1.1 KM 1535459.2 |
 BS1400| BS1384 TIFTON COTTON BLOOM BLACK TANK      APPROX. 3.2 KM 1600822.9 |
 BS1400| BS1401 TIFTON IMPERIAL TOBACCO TANK        APPROX. 1.5 KM 1660052.4 |
 BS1400| CW3248 10E 62 ECC AZ MK 2                                 2113712.2 |
 BS1400| BS1399 10E 60 GAGS 1935                     12.466 METERS 24640     |
 BS1400| BS1398 10E 62 GAGS 1935                     24.080 METERS 24642     |
 BS1400| CW3247 10E 62 ECC AZ MK                                   3270444.1 |
 BS1400| CW3249 10E 62 ECC RM 1                      43.190 METERS 32821     |
 BS1400|---------------------------------------------------------------------|
 BS1400
 BS1400                          SUPERSEDED SURVEY CONTROL
 BS1400
 BS1400  NAD 83(1986)-  31 27 57.55276(N)    083 31 06.61410(W) AD(       ) 2
 BS1400  NAD 27      -  31 27 56.88800(N)    083 31 07.02200(W) AD(       ) 2
 BS1400  NGVD 29 (07/19/86)  115.49   (m)          378.9    (f) LEVELING    3  
 BS1400
 BS1400.Superseded values are not recommended for survey control.
 BS1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1400.See file dsdata.txt to determine how the superseded data were derived.
 BS1400
 BS1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6071083993(NAD 83)
 BS1400_MARKER: DS = TRIANGULATION STATION DISK
 BS1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1400_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1400
 BS1400  HISTORY     - Date     Condition        Report By
 BS1400  HISTORY     - 1935     MONUMENTED       CGS
 BS1400  HISTORY     - 1973     GOOD             NGS
 BS1400  HISTORY     - 1973     GOOD             USGS
 BS1400  HISTORY     - 1977     GOOD             NGS
 BS1400
 BS1400                          STATION DESCRIPTION
 BS1400
 BS1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1400'ABOUT 1 MILE NORTH-NORTHWEST OF TIFTON, AT CURVE, ABOUT 90 YARDS
 BS1400'SOUTH OF U.S. HIGHWAY 41, ABOUT 200 FEET SOUTHWEST OF GEORGIA
 BS1400'SOUTHERN AND FLORIDA RAILWAY CROSSING, 73 FEET NORTHEAST OF CENTER
 BS1400'LINE OF TRACKS AND 45 FEET SOUTHWEST OF 14-INCH PINE TREE.  TO REACH
 BS1400'FROM POST OFFICE AT TIFTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41
 BS1400'FOR 1.7 MILES TO T-ROAD (ABOUT 100 YARDS BEFORE REACHING PAVED
 BS1400'FORK).  TURN LEFT ON T-ROAD FOR 0.05 MILE TO RAILWAY CROSSING.  TURN
 BS1400'LEFT ON DIM ROAD (JUST BEFORE CROSSING TRACKS) AND GO ABOUT 200 FEET
 BS1400'SOUTHEAST ALONG TRACKS TO STATION ON LEFT.  SURFACE AND UNDERGROUND
 BS1400'MARKS ARE STANDARD DISKS IN CONCRETE.  UPPER MARK
 BS1400'PROJECTS ABOUT 3 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BS1400'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS
 BS1400'ABOUT
 BS1400'5 INCHES, IS ABOUT 2 FEET NORTHEAST OF FENCE LINE AND IS 141.70 FEET
 BS1400'NORTHWEST OF STATION N 31 DEG 39 MIN W.  NO. 2 PROJECTS
 BS1400'ABOUT 6 INCHES, IS IN FIELD OF PINE TREES AND 118.36 FEET EAST OF
 BS1400'STATION N 89 DEG 56 MIN E.  LAPLACE AZIMUTH PROJECTS ABOUT
 BS1400'2 INCHES, IS ON PROPERTY BELONGING TO GEORGIA COASTAL PLAIN
 BS1400'EXPERIMENT STATION, ABOUT 150 YARDS WEST-NORTHWEST OF MAIN
 BS1400'BUILDING, ABOUT 125 YARDS SOUTH OF COLLEGE GYMNASIUM, 150 FEET EAST
 BS1400'OF BARN NO. 11, 8 FEET SOUTH OF CENTER LINE OF ROAD AND 1 MILE
 BS1400'NORTH-NORTHWEST OF STATION N 32 DEG 55 MIN W.  TO
 BS1400'REACH FROM STATION, GO NORTHWEST ALONG GEORGIA SOUTHERN AND
 BS1400'FLORIDA RAILWAY TRACKS FOR 200 FEET TO RAILWAY CROSSING.  TURN
 BS1400'RIGHT FOR 0.05 MILE TO U.S. HIGHWAY 41.  TURN LEFT FOR 100 YARDS
 BS1400'AND TAKE LEFT FORK FOR 0.7 MILE AND TURN LEFT ALONG NORTHWEST SIDE
 BS1400'OF EXPERIMENT STATION MAIN BUILDING FOR 0.2 MILE TO CROSS ROAD.
 BS1400'TURN RIGHT FOR 0.05 MILE TO BARN NO. 11 AND T-ROAD AND TURN RIGHT
 BS1400'FOR 150 FEET TO MARK ON RIGHT SIDE OF ROAD.  10E-60 (GA. GEOD. S.)
 BS1400'IS A STATE SURVEY STANDARD DISK SET IN CONCRETE IN TOP OF 6-INCH IRON
 BS1400'PIPE, FLUSH WITH GROUND, IS OPPOSITE FENCE, 32 FEET NORTHEAST OF
 BS1400'CENTER LINE OF TRACKS, 19 FEET SOUTHWEST OF FENCE LINE AND 40.90
 BS1400'FEET SOUTHWEST OF STATION S 66 DEG 40 MIN W.  10E-62
 BS1400'(GA. GEOD. S.) IS A STATE SURVEY STATION, (BROKEN OFF CONCRETE
 BS1400'POST, TOP OF WHICH IS ABOUT 4 INCHES BELOW SURFACE OF GROUND) IS 4
 BS1400'FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK AND 79 FEET SOUTHWEST OF
 BS1400'STATION S 66 DEG 42 MIN W.  TIFTON IMPERIAL TOBACCO
 BS1400'CO. TANK, FINIAL, (SEE DESCRIPTION THEREOF) IS 0.75 MILE SOUTHEAST
 BS1400'OF STATION S 13 DEG 59 MIN E.
 BS1400
 BS1400                          STATION RECOVERY (1973)
 BS1400
 BS1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 BS1400'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BS1400'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW TO REACH
 BS1400'FOLLOWS--
 BS1400'
 BS1400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND
 BS1400'41, IN TIFTON, GO NORTHERLY ON HIGHWAY 41 FOR 1.6 MILES TO
 BS1400'FULWOOD BLVD ON THE LEFT, AT SMALL TRAFFIC ISLAND.  TURN LEFT AND
 BS1400'GO WEST ON FULWOOD BLVD FOR 0.05 MILE TO RAILROAD CROSSING.  TURN
 BS1400'LEFT AND GO SOUTH ALONG THE EAST SIDE OF THE TRACKS FOR ABOUT 200
 BS1400'FEET TO THE STATION IN A LAWN JUST EAST OF A SHRUB AND TREE
 BS1400'LINE.
 BS1400'
 BS1400'THE STATION MARK IS A STANDARD DISK STAMPED 10E 62 ECC 1935, SET
 BS1400'IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 70.5 FEET
 BS1400'EAST OF THE EAST RAIL OF TRACKS, 9.5 FEET SOUTH-SOUTHWEST OF A POLE
 BS1400'WITH LAWN LAMP.
 BS1400'
 BS1400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1400'1 MILE NORTH-NORTHWEST OF TIFTON.
 BS1400
 BS1400                          STATION RECOVERY (1973)
 BS1400
 BS1400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RSC)
 BS1400'STATION MARK AND RM 1 AND RM 2 AND 10E-60 (GA.GEOD.S.) RECOVERED
 BS1400'IN GOOD CONDITION.
 BS1400'
 BS1400'AZ. MARK NF.
 BS1400
 BS1400                          STATION RECOVERY (1977)
 BS1400
 BS1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BS1400'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BS1400'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 BS1400'BUT NOT RECOVERED.  THE AREA HAS BEEN DEVELOPED AND THERE ARE
 BS1400'FLOWER GARDENS, HEDGE ROWS, BUSHES AND TREES COVERING THE ENTIRE
 BS1400'AREA.  REFERENCE MARK 1 IS NOT VISIBLE.  THE HEDGE ROW OF TREES
 BS1400'WERE TIES BACK TO ESTABLISH AN AZIMUTH MARK REQUESTED BY THE
 BS1400'GEORGIA GEODETIC SURVEY OF ATLANTA.  AN AZIMUTH MARK WAS
 BS1400'ESTABLISHED AND A POLARIS OBSERVATION WAS OBSERVED AT THE
 BS1400'AZIMUTH MARK DUE TO PINE TREES AT STATION SITE.  THE DISTANCE TO
 BS1400'REFERENCE MARK 1 CHECKED THE ORIGINAL DESCRIPTION.  DUE TO
 BS1400'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BS1400'
 BS1400'STATION IS LOCATED ABOUT 1.0 MILE NORTH-NORTHWEST OF THE
 BS1400'DOWNTOWN BUSINESS SECTION OF TIFTON, ABOUT 300 FEET SOUTHEAST
 BS1400'OF THE INTERSECTION OF BALDWIN DRIVE AND FULWOOD BOULEVARD, AND
 BS1400'ON PROPERTY OF MRS. RALPH PUCKETT, 1000 FORREST AVENUE, TIFTON,
 BS1400'GEORGIA.  FOR PERMISSION TO VISIT STATION CONTACT MR. TOM PUCKETT
 BS1400'(SON) 912 382-5311.
 BS1400'
 BS1400'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 75 PASSES
 BS1400'OVER W 8TH STREET (EXIT 20) ABOUT 1.5 MILES NORTHWEST OF DOWNTOWN
 BS1400'TIFTON, GO EAST ON W 8TH STREET FOR 0.6 MILE TO THE TIFT COUNTY
 BS1400'HIGH SCHOOL ON RIGHT AND AZIMUTH MARK 2.  CONTINUE EAST ON W 8TH
 BS1400'STREET FOR 0.15 MILE TO BALDWIN DRIVE ON LEFT.  TURN LEFT AND GO
 BS1400'NORTH AND NORTH-NORTHWEST ON BALDWIN DRIVE FOR 0.35 MILE TO
 BS1400'STATION ON RIGHT.  (THIS IS JUST BEFORE REACHING FULWOOD
 BS1400'BOULEVARD.)
 BS1400'
 BS1400'STATION MARK, A STANDARD DISK STAMPED ECC 10 E 62 1935, IS SET
 BS1400'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BS1400'FLUSH WITH THE GROUND.  IT IS 144 FEET EAST-NORTHEAST OF THE
 BS1400'CENTER OF BALDWIN DRIVE, 94 FEET SOUTHWEST OF THE SOUTHWEST
 BS1400'CORNER OF THE PUCKETT HOUSE, 70 FEET EAST-NORTHEAST OF THE EAST
 BS1400'RAIL OF THE RAILROAD TRACK, 10 FEET SOUTH-SOUTHWEST OF A POLE
 BS1400'WITH A SECURITY LIGHT, AT THE WEST EDGE OF A GRASSED AREA AND
 BS1400'AT THE EAST EDGE OF A HEDGE ROW.
 BS1400'
 BS1400'REFERENCE MARK 1, A STANDARD DISK STAMPED ECC 10 E 62 NO 1 1935,
 BS1400'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 BS1400'SET FLUSH WITH THE GROUND.  IT IS 127 FEET SOUTH-SOUTHEAST OF
 BS1400'THE CENTER OF FULWOOD BOULEVARD, 82 FEET NORTH OF A TELEPHONE
 BS1400'LINE POLE, 48.5 FEET EAST-NORTHEAST OF THE EAST RAIL OF TRACK,
 BS1400'22 FEET EAST OF A METAL WITNESS POST AND IN A GRASSED AREA ON
 BS1400'THE WEST SIDE OF THE HEDGE ROW.
 BS1400'
 BS1400'REFERENCE MARK 2, A STANDARD DISK STAMPED ECC 10 E 62 NO 2 1935,
 BS1400'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BS1400'PROJECTS 6-INCHES ABOVE THE GROUND.  IT IS 92 FEET SOUTHEAST OF
 BS1400'THE SOUTHWEST CORNER OF THE PUCKETT HOUSE, 51 FEET WEST OF THE
 BS1400'CENTER OF FORREST AVENUE AND IN A CUT GRASSED AREA.
 BS1400'
 BS1400'STATION 10 E 60, IS A COAST AND GEODETIC SURVEY AND STATE SURVEY
 BS1400'DISK STAMPED 10 E 60, IS SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 BS1400'POST THAT IS SET FLUSH WITH THE GROUND AND IN A 4 FEET HIGH HEDGE
 BS1400'ROW ON THE RAILROAD EMBANKMENT.  IT IS 267 FEET SOUTH-SOUTHEAST OF
 BS1400'FULWOOD BOULEVARD, 99 FEET EAST-NORTHEAST OF BALDWIN DRIVE, 60.5
 BS1400'FEET SOUTH-SOUTHEAST OF THE SECOND TELEPHONE POLE FROM FULWOOD
 BS1400'BOULEVARD, 29.0 FEET EAST-NORTHEAST OF THE EAST RAIL OF TRACK
 BS1400'AND 1.3 FEET EAST OF A METAL WITNESS POST.
 BS1400'
 BS1400'AZIMUTH MARK A STANDARD DISK STAMPED ECC 10 E 62 1935 1977, IS
 BS1400'CEMENTED IN A DRILL HOLE ON THE NORTH CURB OF THE FACULTY PARKING
 BS1400'AREA IN FRONT OF THE TIFT COUNTY HIGH SCHOOL.  IT IS 138 FEET
 BS1400'NORTHWEST OF THE MAIN ENTRANCE TO THE HIGH SCHOOL, 73 FEET NORTH
 BS1400'OF THE NORTH SIDE OF THE HIGH SCHOOL, 70 FEET SOUTH OF THE CENTER
 BS1400'OF W 8TH STREET AND 29 FEET WEST-SOUTHWEST OF A FLAG POLE.
 BS1400'DESCRIBED)
 BS1400'
 BS1400'NOTICE--STATION CAN BE FOUND WITH A METAL DETECTOR IF GRASSED OVER.
 BS1400'
 BS1400'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BS1400'
 BS1400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1400'1 MILE NORTH-NORTHWEST OF TIFTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1398 ***********************************************************************
 BS1398  DESIGNATION -  10E 62 GAGS 1935
 BS1398  PID         -  BS1398
 BS1398  STATE/COUNTY-  GA/TIFT
 BS1398  USGS QUAD   -  TIFTON WEST (1988)
 BS1398
 BS1398                         *CURRENT SURVEY CONTROL
 BS1398  ___________________________________________________________________
 BS1398* NAD 83(1994)-  31 27 57.23077(N)    083 31 07.44620(W)     ADJUSTED  
 BS1398* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BS1398  ___________________________________________________________________
 BS1398  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 BS1398  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BS1398
 BS1398  HORZ ORDER  -  SECOND
 BS1398
 BS1398.The horizontal coordinates were established by classical geodetic methods
 BS1398.and adjusted by the National Geodetic Survey in September 1997..
 BS1398
 BS1398.The orthometric height was scaled from a topographic map.
 BS1398
 BS1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1398
 BS1398.The geoid height was determined by GEOID03.
 BS1398
 BS1398;                    North         East     Units Scale Factor Converg.
 BS1398;SPC GA W     -   162,682.076   761,571.783   MT  0.99994674   +0 20 17.6
 BS1398;SPC GA W     -   533,732.78  2,498,590.09   sFT  0.99994674   +0 20 17.6
 BS1398;UTM  17      - 3,483,983.766   260,687.924   MT  1.00030643   -1 18 55.4
 BS1398
 BS1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1398!SPC GA W     -   0.99998679  x   0.99994674  =   0.99993353
 BS1398!UTM  17      -   0.99998679  x   1.00030643  =   1.00029321
 BS1398
 BS1398                          SUPERSEDED SURVEY CONTROL
 BS1398
 BS1398  NAD 83(1986)-  31 27 57.24359(N)    083 31 07.45191(W) AD(       ) 2
 BS1398  NAD 27      -  31 27 56.57900(N)    083 31 07.86000(W) AD(       ) 2
 BS1398
 BS1398.Superseded values are not recommended for survey control.
 BS1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1398.See file dsdata.txt to determine how the superseded data were derived.
 BS1398
 BS1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6068883984(NAD 83)
 BS1398_MARKER: Z = SEE DESCRIPTION
 BS1398_SETTING: 0 = UNSPECIFIED SETTING
 BS1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1398
 BS1398  HISTORY     - Date     Condition        Report By
 BS1398  HISTORY     - 1935     MONUMENTED       GAGS
 BS1398
 BS1398                          STATION DESCRIPTION
 BS1398
 BS1398'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BS1398'ABOUT 1 MILE NORTH-NORTHWEST OF TIFTON.  10E-62
 BS1398'(GA. GEOD. S.) IS A STATE SURVEY STATION, (BROKEN OFF CONCRETE
 BS1398'POST, TOP OF WHICH IS ABOUT 4 INCHES BELOW SURFACE OF GROUND) IS 4
 BS1398'FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK AND 79 FEET SOUTHWEST OF
 BS1398'STATION 10E-62 ECC S 66 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0219 ***********************************************************************
 DF0219  DESIGNATION -  11
 DF0219  PID         -  DF0219
 DF0219  STATE/COUNTY-  GA/RICHMOND
 DF0219  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0219
 DF0219                         *CURRENT SURVEY CONTROL
 DF0219  ___________________________________________________________________
 DF0219* NAD 83(1986)-  33 27 03.     (N)    082 05 09.     (W)     SCALED    
 DF0219* NAVD 88     -        99.947  (meters)     327.91   (feet)  ADJUSTED  
 DF0219  ___________________________________________________________________
 DF0219  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DF0219  DYNAMIC HT  -          99.841 (meters)     327.56  (feet)  COMP
 DF0219  MODELED GRAV-     979,575.5   (mgal)                       NAVD 88
 DF0219
 DF0219  VERT ORDER  -  FIRST     CLASS II
 DF0219
 DF0219.The horizontal coordinates were scaled from a topographic map and have
 DF0219.an estimated accuracy of +/- 6 seconds.
 DF0219
 DF0219.The orthometric height was determined by differential leveling
 DF0219.and adjusted by the National Geodetic Survey in June 1991..
 DF0219
 DF0219.The geoid height was determined by GEOID03.
 DF0219
 DF0219.The dynamic height is computed by dividing the NAVD 88
 DF0219.geopotential number by the normal gravity value computed on the
 DF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0219.degrees latitude (g = 980.6199 gals.).
 DF0219
 DF0219.The modeled gravity was interpolated from observed gravity values.
 DF0219
 DF0219;                    North         East    Units  Estimated Accuracy
 DF0219;SPC GA E     -   382,600.      207,520.      MT  (+/- 180 meters Scaled)
 DF0219
 DF0219                          SUPERSEDED SURVEY CONTROL
 DF0219
 DF0219  NGVD 29 (??/??/92)  100.932  (m)          331.14   (f) ADJ UNCH    1 2
 DF0219
 DF0219.Superseded values are not recommended for survey control.
 DF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0219.See file dsdata.txt to determine how the superseded data were derived.
 DF0219
 DF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT990017(NAD 83)
 DF0219_MARKER: DD = SURVEY DISK
 DF0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0219+STABILITY: SURFACE MOTION
 DF0219
 DF0219  HISTORY     - Date     Condition        Report By
 DF0219  HISTORY     - UNK      MONUMENTED       CGS
 DF0219  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0219  HISTORY     - 1962     MARK NOT FOUND   NGS
 DF0219
 DF0219                          STATION DESCRIPTION
 DF0219
 DF0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0219'8 MI SW FROM AUGUSTA.
 DF0219'THE ELEVATION OF THE LOCATION DETERMINED BY REFERENCE TO MILEPOST
 DF0219'AND RAIL IS ABOUT THAT GIVEN FOR THE ELEVATION OF THE MARK, BUT
 DF0219'NO EVIDENCE OF THE MARK WAS FOUND.  NO EVIDENCE REMAINS OF THERE
 DF0219'EVER HAVING BEEN A ROAD NEAR THIS LOCATION.  ABOUT 2 MILES
 DF0219'EAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT BELAIR,
 DF0219'RICHMOND COUNTY, 260 FEET EAST OF MILEPOST 8, 74 FEET SOUTHWEST
 DF0219'OF THE CENTER OF A ROAD CROSSING, 41 FEET WEST OF THE CENTERLINE
 DF0219'OF THE ROAD, AND 29 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 DF0219'DISK, SET IN THE TOP OF A CONCRETE POST.
 DF0219
 DF0219                          STATION RECOVERY (1962)
 DF0219
 DF0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0268 ***********************************************************************
 ED0268  DESIGNATION -  11 C 13
 ED0268  PID         -  ED0268
 ED0268  STATE/COUNTY-  GA/ELBERT
 ED0268  USGS QUAD   -  DEWY ROSE (1973)
 ED0268
 ED0268                         *CURRENT SURVEY CONTROL
 ED0268  ___________________________________________________________________
 ED0268* NAD 83(1986)-  34 09 02.     (N)    082 55 20.     (W)     SCALED    
 ED0268* NAVD 88     -       217.707  (meters)     714.26   (feet)  ADJUSTED  
 ED0268  ___________________________________________________________________
 ED0268  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED0268  DYNAMIC HT  -         217.483 (meters)     713.53  (feet)  COMP
 ED0268  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 ED0268
 ED0268  VERT ORDER  -  SECOND    CLASS 0
 ED0268
 ED0268.The horizontal coordinates were scaled from a topographic map and have
 ED0268.an estimated accuracy of +/- 6 seconds.
 ED0268
 ED0268.The orthometric height was determined by differential leveling
 ED0268.and adjusted by the National Geodetic Survey in June 1991..
 ED0268
 ED0268.The geoid height was determined by GEOID03.
 ED0268
 ED0268.The dynamic height is computed by dividing the NAVD 88
 ED0268.geopotential number by the normal gravity value computed on the
 ED0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0268.degrees latitude (g = 980.6199 gals.).
 ED0268
 ED0268.The modeled gravity was interpolated from observed gravity values.
 ED0268
 ED0268;                    North         East    Units  Estimated Accuracy
 ED0268;SPC GA E     -   460,460.      130,330.      MT  (+/- 180 meters Scaled)
 ED0268
 ED0268                          SUPERSEDED SURVEY CONTROL
 ED0268
 ED0268  NGVD 29 (??/??/92)  217.811  (m)          714.60   (f) ADJ UNCH    2 0
 ED0268
 ED0268.Superseded values are not recommended for survey control.
 ED0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0268.See file dsdata.txt to determine how the superseded data were derived.
 ED0268
 ED0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT227805(NAD 83)
 ED0268_MARKER: DD = SURVEY DISK
 ED0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0268_STAMPING: 11 C 13 714.602
 ED0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0268+STABILITY: SURFACE MOTION
 ED0268
 ED0268  HISTORY     - Date     Condition        Report By
 ED0268  HISTORY     - UNK      MONUMENTED       GAGS
 ED0268  HISTORY     - 1955     GOOD             NGS
 ED0268
 ED0268                          STATION DESCRIPTION
 ED0268
 ED0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ED0268'4.2 MI NW FROM ELBERTON.
 ED0268'ABOUT 4.2 MILES NW ALONG THE SOUTHERN RAILWAY FROM THE STATION
 ED0268'AT ELBERTON, ELBERT COUNTY, ABOUT 605 FEET NW OF NO. 46 RAILROAD
 ED0268'MILEPOST, 52 FEET NW OF THE CENTER OF THE CROSSING AT GOSS,
 ED0268'149.0 FEET N OF THE MOST NORTHERLY CORNER OF ALANDON FARMS BRICK
 ED0268'ENTRANCE GATE, 14.7 FEET W OF RAILRAOD GOSS SIGN, 9.6 FEET
 ED0268'NNE OF THE N RAIL, 3.0 FEET NNE OF THE LINE OF THE N RAIL TANGENT
 ED0268'TOWARD THE WNW, 0.2 FOOT LOWER THAN THE TOP OF THE NEAREST RAIL,
 ED0268'AND PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0273 ***********************************************************************
 ED0273  DESIGNATION -  11 C 21
 ED0273  PID         -  ED0273
 ED0273  STATE/COUNTY-  GA/ELBERT
 ED0273  USGS QUAD   -  ELBERTON EAST (1981)
 ED0273
 ED0273                         *CURRENT SURVEY CONTROL
 ED0273  ___________________________________________________________________
 ED0273* NAD 83(1986)-  34 03 54.     (N)    082 49 57.     (W)     SCALED    
 ED0273* NAVD 88     -       187.708  (meters)     615.84   (feet)  ADJUSTED  
 ED0273  ___________________________________________________________________
 ED0273  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 ED0273  DYNAMIC HT  -         187.517 (meters)     615.21  (feet)  COMP
 ED0273  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 ED0273
 ED0273  VERT ORDER  -  SECOND    CLASS 0
 ED0273
 ED0273.The horizontal coordinates were scaled from a topographic map and have
 ED0273.an estimated accuracy of +/- 6 seconds.
 ED0273
 ED0273.The orthometric height was determined by differential leveling
 ED0273.and adjusted by the National Geodetic Survey in June 1991..
 ED0273
 ED0273.The geoid height was determined by GEOID03.
 ED0273
 ED0273.The dynamic height is computed by dividing the NAVD 88
 ED0273.geopotential number by the normal gravity value computed on the
 ED0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0273.degrees latitude (g = 980.6199 gals.).
 ED0273
 ED0273.The modeled gravity was interpolated from observed gravity values.
 ED0273
 ED0273;                    North         East    Units  Estimated Accuracy
 ED0273;SPC GA E     -   450,910.      138,540.      MT  (+/- 180 meters Scaled)
 ED0273
 ED0273                          SUPERSEDED SURVEY CONTROL
 ED0273
 ED0273  NGVD 29 (??/??/92)  187.828  (m)          616.23   (f) ADJ UNCH    2 0
 ED0273
 ED0273.Superseded values are not recommended for survey control.
 ED0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0273.See file dsdata.txt to determine how the superseded data were derived.
 ED0273
 ED0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT308708(NAD 83)
 ED0273_MARKER: DD = SURVEY DISK
 ED0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0273_STAMPING: 11 C 21
 ED0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0273+STABILITY: SURFACE MOTION
 ED0273
 ED0273  HISTORY     - Date     Condition        Report By
 ED0273  HISTORY     - UNK      MONUMENTED       GAGS
 ED0273  HISTORY     - 1955     MARK NOT FOUND   NGS
 ED0273  HISTORY     - 1976     MARK NOT FOUND   NGS
 ED0273
 ED0273                          STATION DESCRIPTION
 ED0273
 ED0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ED0273'3.9 MI SSE FROM ELBERTON.
 ED0273'THE ROAD IS REPORTEDLY MOVED ABOUT 30 FEET EASTERLY AT THE
 ED0273'DESCRIBED LOCATION.  NO EVIDENCE OF THE MARK WAS FOUND.  3.9 MILES
 ED0273'SOUTHEAST ALONG STATE HIGHWAY 17 FROM THE COURTHOUSE AT ELBERTON,
 ED0273'ELBERT COUNTY, 41 YARDS WEST OF A FARMHOUSE, 6 FEET SOUTHWEST OF
 ED0273'THE CENTERLINE OF THE DRIVEWAY, 22 FEET NORTHEAST OF THE CENTERLINE
 ED0273'OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A HEDGE FENCE.  A STATE
 ED0273'SURVEY STANDARD DISK, STAMPED 11 C 21 AND SET IN THE TOP OF A
 ED0273'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 ED0273
 ED0273                          STATION RECOVERY (1976)
 ED0273
 ED0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0275 ***********************************************************************
 ED0275  DESIGNATION -  11 C 24
 ED0275  PID         -  ED0275
 ED0275  STATE/COUNTY-  GA/ELBERT
 ED0275  USGS QUAD   -  ELBERTON EAST (1981)
 ED0275
 ED0275                         *CURRENT SURVEY CONTROL
 ED0275  ___________________________________________________________________
 ED0275* NAD 83(1986)-  34 02 12.     (N)    082 47 46.     (W)     SCALED    
 ED0275* NAVD 88     -       154.609  (meters)     507.25   (feet)  ADJUSTED  
 ED0275  ___________________________________________________________________
 ED0275  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ED0275  DYNAMIC HT  -         154.453 (meters)     506.73  (feet)  COMP
 ED0275  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 ED0275
 ED0275  VERT ORDER  -  SECOND    CLASS 0
 ED0275
 ED0275.The horizontal coordinates were scaled from a topographic map and have
 ED0275.an estimated accuracy of +/- 6 seconds.
 ED0275
 ED0275.The orthometric height was determined by differential leveling
 ED0275.and adjusted by the National Geodetic Survey in June 1991..
 ED0275
 ED0275.The geoid height was determined by GEOID03.
 ED0275
 ED0275.The dynamic height is computed by dividing the NAVD 88
 ED0275.geopotential number by the normal gravity value computed on the
 ED0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0275.degrees latitude (g = 980.6199 gals.).
 ED0275
 ED0275.The modeled gravity was interpolated from observed gravity values.
 ED0275
 ED0275;                    North         East    Units  Estimated Accuracy
 ED0275;SPC GA E     -   447,750.      141,880.      MT  (+/- 180 meters Scaled)
 ED0275
 ED0275                          SUPERSEDED SURVEY CONTROL
 ED0275
 ED0275  NGVD 29 (??/??/92)  154.736  (m)          507.66   (f) ADJ UNCH    2 0
 ED0275
 ED0275.Superseded values are not recommended for survey control.
 ED0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0275.See file dsdata.txt to determine how the superseded data were derived.
 ED0275
 ED0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT341676(NAD 83)
 ED0275_MARKER: DD = SURVEY DISK
 ED0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0275_STAMPING: 11 C 24
 ED0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0275+STABILITY: SURFACE MOTION
 ED0275
 ED0275  HISTORY     - Date     Condition        Report By
 ED0275  HISTORY     - UNK      MONUMENTED       GAGS
 ED0275  HISTORY     - 1955     MARK NOT FOUND   NGS
 ED0275  HISTORY     - 1976     MARK NOT FOUND   NGS
 ED0275
 ED0275                          STATION DESCRIPTION
 ED0275
 ED0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ED0275'6.7 MI SSE FROM ELBERTON.
 ED0275'THE DESCRIBED LOCATION FALLS NOW IN THE SW CORNER OF A NEW-HOUSE
 ED0275'LAWN.  THE OWNER-OCCUPANT STATED THAT HE PERSONALLY FILLED THE
 ED0275'AREA BETWEEN HOUSE AND HIGHWAY TO MAKE THE LAWN AND THAT HE THEN
 ED0275'SAW NO EVIDENCE OF THE SUBJECT MARK.  6.7 MILES SOUTHEAST ALONG
 ED0275'STATE HIGHWAY 17 FROM THE COURTHOUSE AT ELBERTON, ELBERT COUNTY,
 ED0275'0.8 MILE SOUTHEAST OF THE BRIDGE OVER DRY FORK CREEK, ON THE TOP
 ED0275'OF A HILL, 45 YARDS NORTHWEST OF A PASTURE LANE, OPPOSITE A
 ED0275'DRIVEWAY LEADING TO A FARMHOUSE, 19 FEET NORTHEAST OF THE
 ED0275'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET NORTHEAST OF A FENCE.  A
 ED0275'STATE SURVEY STANDARD DISK, STAMPED 11 C 24 AND SET IN THE TOP OF
 ED0275'A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 ED0275
 ED0275                          STATION RECOVERY (1976)
 ED0275
 ED0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0771 ***********************************************************************
 ED0771  DESIGNATION -  11 D 11
 ED0771  PID         -  ED0771
 ED0771  STATE/COUNTY-  GA/RABUN
 ED0771  USGS QUAD   -  LAKE BURTON (1985)
 ED0771
 ED0771                         *CURRENT SURVEY CONTROL
 ED0771  ___________________________________________________________________
 ED0771* NAD 83(1986)-  34 52 20.     (N)    083 33 34.     (W)     SCALED    
 ED0771* NAVD 88     -       702.641  (meters)    2305.25   (feet)  ADJUSTED  
 ED0771  ___________________________________________________________________
 ED0771  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 ED0771  DYNAMIC HT  -         701.882 (meters)    2302.76  (feet)  COMP
 ED0771  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 ED0771
 ED0771  VERT ORDER  -  SECOND    CLASS 0
 ED0771
 ED0771.The horizontal coordinates were scaled from a topographic map and have
 ED0771.an estimated accuracy of +/- 6 seconds.
 ED0771
 ED0771.The orthometric height was determined by differential leveling
 ED0771.and adjusted by the National Geodetic Survey in June 1991..
 ED0771
 ED0771.The geoid height was determined by GEOID03.
 ED0771
 ED0771.The dynamic height is computed by dividing the NAVD 88
 ED0771.geopotential number by the normal gravity value computed on the
 ED0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0771.degrees latitude (g = 980.6199 gals.).
 ED0771
 ED0771.The modeled gravity was interpolated from observed gravity values.
 ED0771
 ED0771;                    North         East    Units  Estimated Accuracy
 ED0771;SPC GA W     -   540,420.      755,510.      MT  (+/- 180 meters Scaled)
 ED0771
 ED0771                          SUPERSEDED SURVEY CONTROL
 ED0771
 ED0771  NGVD 29 (??/??/92)  702.640  (m)         2305.24   (f) ADJ UNCH    2 0
 ED0771
 ED0771.Superseded values are not recommended for survey control.
 ED0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0771.See file dsdata.txt to determine how the superseded data were derived.
 ED0771
 ED0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU660618(NAD 83)
 ED0771_MARKER: DD = SURVEY DISK
 ED0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0771_STAMPING: 11 D 11
 ED0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0771+STABILITY: SURFACE MOTION
 ED0771
 ED0771  HISTORY     - Date     Condition        Report By
 ED0771  HISTORY     - UNK      MONUMENTED       GAGS
 ED0771  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0771  HISTORY     - 1976     MARK NOT FOUND   USGS
 ED0771
 ED0771                          STATION DESCRIPTION
 ED0771
 ED0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0771'10.4 MI W FROM CLAYTON.
 ED0771'NO EVIDENCE OF THE MARK WAS FOUND.  11.0 MILES WEST ALONG STATE
 ED0771'HIGHWAY 2 FROM THE MAIN CORNER AT CLAYTON, RABUN COUNTY, 1.5 MILES
 ED0771'WEST OF THE BRIDGE OVER BURTON LAKE, AT THE TOP OF THE FIRST HILL
 ED0771'WEST OF THE LAKE, 17 YARDS WEST OF A 20 INCH OAK TREE, 11 YARDS
 ED0771'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN
 ED0771'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 11 D 11 AND
 ED0771'SET IN THE TOP OF A CONCRETE POST.
 ED0771
 ED0771                          STATION RECOVERY (1976)
 ED0771
 ED0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ED0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0767 ***********************************************************************
 ED0767  DESIGNATION -  11 D 14
 ED0767  PID         -  ED0767
 ED0767  STATE/COUNTY-  GA/RABUN
 ED0767  USGS QUAD   -  HIGHTOWER BALD (1988)
 ED0767
 ED0767                         *CURRENT SURVEY CONTROL
 ED0767  ___________________________________________________________________
 ED0767* NAD 83(1986)-  34 53 04.     (N)    083 34 34.     (W)     SCALED    
 ED0767* NAVD 88     -       773.443  (meters)    2537.54   (feet)  ADJUSTED  
 ED0767  ___________________________________________________________________
 ED0767  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 ED0767  DYNAMIC HT  -         772.607 (meters)    2534.79  (feet)  COMP
 ED0767  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 ED0767
 ED0767  VERT ORDER  -  SECOND    CLASS 0
 ED0767
 ED0767.The horizontal coordinates were scaled from a topographic map and have
 ED0767.an estimated accuracy of +/- 6 seconds.
 ED0767
 ED0767.The orthometric height was determined by differential leveling
 ED0767.and adjusted by the National Geodetic Survey in June 1991..
 ED0767
 ED0767.The geoid height was determined by GEOID03.
 ED0767
 ED0767.The dynamic height is computed by dividing the NAVD 88
 ED0767.geopotential number by the normal gravity value computed on the
 ED0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0767.degrees latitude (g = 980.6199 gals.).
 ED0767
 ED0767.The modeled gravity was interpolated from observed gravity values.
 ED0767
 ED0767;                    North         East    Units  Estimated Accuracy
 ED0767;SPC GA W     -   541,770.      753,980.      MT  (+/- 180 meters Scaled)
 ED0767
 ED0767                          SUPERSEDED SURVEY CONTROL
 ED0767
 ED0767  NGVD 29 (??/??/92)  773.440  (m)         2537.53   (f) ADJ UNCH    2 0
 ED0767
 ED0767.Superseded values are not recommended for survey control.
 ED0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0767.See file dsdata.txt to determine how the superseded data were derived.
 ED0767
 ED0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU645632(NAD 83)
 ED0767_MARKER: DD = SURVEY DISK
 ED0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0767_STAMPING: 11 D 14
 ED0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0767+STABILITY: SURFACE MOTION
 ED0767
 ED0767  HISTORY     - Date     Condition        Report By
 ED0767  HISTORY     - UNK      MONUMENTED       GAGS
 ED0767  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0767  HISTORY     - 1976     MARK NOT FOUND   USGS
 ED0767
 ED0767                          STATION DESCRIPTION
 ED0767
 ED0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0767'13.1 MI W FROM CLAYTON.
 ED0767'THE DISCREPANCY IN THE DISTANCE GIVEN ABOVE IS ACCOUNTED FOR IN
 ED0767'THE RELOCATION OF THE HIGHWAY ALL ALONG THE WAY FROM CLAYTON.
 ED0767'THE LOCATION OF THE PRINCIPAL SEARCH IS 0.8 MILE E OF THE E
 ED0767'ENTRANCE OF TURKEY GAP INSTEAD OF THE 0.5 MILE OF THE ORIGINAL
 ED0767'DESCRIPTION, AND THIS DESCREPANCY CANNOT BE EXPLAINED.  THE CURVE
 ED0767'OF THE PRINCIPAL SEARCH (SEARCH WAS MADE AT OTHER CURVES)
 ED0767'OTHERWISE SEEMED DEFINITELY THE CURVE OF THE ORIGINAL DESCRIPTION,
 ED0767'BUT NO EVIDENCE OF THE MARK WAS FOUND.  THE DESCRIBED LOCATION
 ED0767'EVIDENTLY FALLS NOW IN THE ENTRANCE DRIVEWAY TO A ROADSIDE PARK.
 ED0767'13.7 MILES WEST ALONG STATE HIGHWAY 2 FROM THE MAIN CORNER AT
 ED0767'CLAYTON, RABUN COUNTY, 0.5 MILE EAST OF THE EAST ENTRANCE TO
 ED0767'TURKEY GAP, ON THE OUTSIDE OF A VERY SHARP CURVE, 5 YARDS EAST OF
 ED0767'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 ED0767'HIGHWAY.  A STATE SURVEYSTANDARD DISK, STAMPED 11 D 14 AND SET IN
 ED0767'THE TOP OF A CONCRETE POST.
 ED0767
 ED0767                          STATION RECOVERY (1976)
 ED0767
 ED0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ED0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0765 ***********************************************************************
 ED0765  DESIGNATION -  11 D 15
 ED0765  PID         -  ED0765
 ED0765  STATE/COUNTY-  GA/RABUN
 ED0765  USGS QUAD   -  HIGHTOWER BALD (1988)
 ED0765
 ED0765                         *CURRENT SURVEY CONTROL
 ED0765  ___________________________________________________________________
 ED0765* NAD 83(1986)-  34 53 32.     (N)    083 35 41.     (W)     SCALED    
 ED0765* NAVD 88     -       823.702  (meters)    2702.43   (feet)  ADJUSTED  
 ED0765  ___________________________________________________________________
 ED0765  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 ED0765  DYNAMIC HT  -         822.810 (meters)    2699.50  (feet)  COMP
 ED0765  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 ED0765
 ED0765  VERT ORDER  -  SECOND    CLASS 0
 ED0765
 ED0765.The horizontal coordinates were scaled from a topographic map and have
 ED0765.an estimated accuracy of +/- 6 seconds.
 ED0765
 ED0765.The orthometric height was determined by differential leveling
 ED0765.and adjusted by the National Geodetic Survey in June 1991..
 ED0765
 ED0765.The geoid height was determined by GEOID03.
 ED0765
 ED0765.The dynamic height is computed by dividing the NAVD 88
 ED0765.geopotential number by the normal gravity value computed on the
 ED0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0765.degrees latitude (g = 980.6199 gals.).
 ED0765
 ED0765.The modeled gravity was interpolated from observed gravity values.
 ED0765
 ED0765;                    North         East    Units  Estimated Accuracy
 ED0765;SPC GA W     -   542,620.      752,280.      MT  (+/- 180 meters Scaled)
 ED0765
 ED0765                          SUPERSEDED SURVEY CONTROL
 ED0765
 ED0765  NGVD 29 (??/??/92)  823.698  (m)         2702.42   (f) ADJ UNCH    2 0
 ED0765
 ED0765.Superseded values are not recommended for survey control.
 ED0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0765.See file dsdata.txt to determine how the superseded data were derived.
 ED0765
 ED0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU628641(NAD 83)
 ED0765_MARKER: DD = SURVEY DISK
 ED0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0765_STAMPING: 11 D 15
 ED0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0765+STABILITY: SURFACE MOTION
 ED0765
 ED0765  HISTORY     - Date     Condition        Report By
 ED0765  HISTORY     - UNK      MONUMENTED       GAGS
 ED0765  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0765  HISTORY     - 1976     MARK NOT FOUND   USGS
 ED0765
 ED0765                          STATION DESCRIPTION
 ED0765
 ED0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0765'12.5 MI E FROM HIAWASSEE.
 ED0765'THE ONLY LOCATION SATISFYING THE DESCRIPTION IS NOW 12.5 MILES E
 ED0765'ALONG NO. 76 U.S. HIGHWAY FROM THE TOWN SQUARE IN HIAWASSEE,
 ED0765'TOWNS COUNTY, 0.5 MILE W OF THE E ENTRANCE OR 0.4 MILE E OF THE W
 ED0765'ENTRANCE OF TURKEY GAP IN RABUN COUNTY.  NO EVIDENCE OF THE MARK
 ED0765'WAS FOUND.  IN RABUN COUNTY, 13.2 MILES EAST ALONG STATE HIGHWAY 2
 ED0765'FROM THE POST OFFICE AT HIAWASSEE, TOWNS COUNTY, 0.5 MILE EAST
 ED0765'OF THE WEST ENTRANCE TO TURKEY GAP, AT THE TOP OF A HILL ON THE
 ED0765'OUTSIDE OF A VERY SHARP CURVE, 12 FEET SOUTHEAST OF THE CENTERLINE
 ED0765'OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STATE
 ED0765'SURVEY STANDARD DISK, STAMPED 11 D 15 AND SET IN THE TOP OF A
 ED0765'CONCRETE POST.
 ED0765
 ED0765                          STATION RECOVERY (1976)
 ED0765
 ED0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ED0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0756 ***********************************************************************
 ED0756  DESIGNATION -  11 D 28
 ED0756  PID         -  ED0756
 ED0756  STATE/COUNTY-  GA/TOWNS
 ED0756  USGS QUAD   -  MACEDONIA (1988)
 ED0756
 ED0756                         *CURRENT SURVEY CONTROL
 ED0756  ___________________________________________________________________
 ED0756* NAD 83(1986)-  34 56 25.     (N)    083 44 45.     (W)     SCALED    
 ED0756* NAVD 88     -       591.911  (meters)    1941.96   (feet)  ADJUSTED  
 ED0756  ___________________________________________________________________
 ED0756  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 ED0756  DYNAMIC HT  -         591.285 (meters)    1939.91  (feet)  COMP
 ED0756  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 ED0756
 ED0756  VERT ORDER  -  SECOND    CLASS 0
 ED0756
 ED0756.The horizontal coordinates were scaled from a topographic map and have
 ED0756.an estimated accuracy of +/- 6 seconds.
 ED0756
 ED0756.The orthometric height was determined by differential leveling
 ED0756.and adjusted by the National Geodetic Survey in June 1991..
 ED0756
 ED0756.The geoid height was determined by GEOID03.
 ED0756
 ED0756.The dynamic height is computed by dividing the NAVD 88
 ED0756.geopotential number by the normal gravity value computed on the
 ED0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0756.degrees latitude (g = 980.6199 gals.).
 ED0756
 ED0756.The modeled gravity was interpolated from observed gravity values.
 ED0756
 ED0756;                    North         East    Units  Estimated Accuracy
 ED0756;SPC GA W     -   547,880.      738,440.      MT  (+/- 180 meters Scaled)
 ED0756
 ED0756                          SUPERSEDED SURVEY CONTROL
 ED0756
 ED0756  NGVD 29 (??/??/92)  591.907  (m)         1941.95   (f) ADJ UNCH    2 0
 ED0756
 ED0756.Superseded values are not recommended for survey control.
 ED0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0756.See file dsdata.txt to determine how the superseded data were derived.
 ED0756
 ED0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU492698(NAD 83)
 ED0756_MARKER: DD = SURVEY DISK
 ED0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0756+STABILITY: SURFACE MOTION
 ED0756
 ED0756  HISTORY     - Date     Condition        Report By
 ED0756  HISTORY     - UNK      MONUMENTED       GAGS
 ED0756  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0756
 ED0756                          STATION DESCRIPTION
 ED0756
 ED0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0756'0.7 MI SE FROM HIAWASSEE.
 ED0756'THE LOATION SATISFYING THE ORIGINAL DESCRIPTION AS TO 60 YARDS
 ED0756'WEST OF THE DIVERGENCE OF HIAWASSEE RIVER FROM THE HIGHWAY WAS
 ED0756'MEASURED BY THE UNDERSIGNED AS A GOOD 0.8 MILE FROM THE TOWN
 ED0756'SQUARE IN HIAWASSEE.  THE ROAD HAS BEEN RELOCATED AND THERE HAS
 ED0756'BEEN MUCH EROSION IN THE LOCATION BELIEVED TO BE THAT OF THE
 ED0756'ORIGINAL DESCRIPTION.  NO EVIDENCE OF THE MARK WAS FOUND.  0.7 MILE
 ED0756'SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE POST OFFICE AT HIAWASSEE,
 ED0756'TOWNS COUNTY, 60 YARDS WEST OF THE DIVERGENCE OF HIAWASSEE RIVER
 ED0756'FROM THE HIGHWAY, 6 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ED0756'2-1/2 YARDS SOUTHWEST OF A LEANING POLE, AND LEVEL WITH THE
 ED0756'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 11 D 28 AND SET
 ED0756'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0509 ***********************************************************************
 ED0509  DESIGNATION -  11 D 4
 ED0509  PID         -  ED0509
 ED0509  STATE/COUNTY-  GA/RABUN
 ED0509  USGS QUAD   -  DILLARD (1988)
 ED0509
 ED0509                         *CURRENT SURVEY CONTROL
 ED0509  ___________________________________________________________________
 ED0509* NAD 83(1986)-  34 52 39.     (N)    083 26 10.     (W)     SCALED    
 ED0509* NAVD 88     -       607.530  (meters)    1993.20   (feet)  ADJUSTED  
 ED0509  ___________________________________________________________________
 ED0509  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ED0509  DYNAMIC HT  -         606.873 (meters)    1991.05  (feet)  COMP
 ED0509  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 ED0509
 ED0509  VERT ORDER  -  SECOND    CLASS 0
 ED0509
 ED0509.The horizontal coordinates were scaled from a topographic map and have
 ED0509.an estimated accuracy of +/- 6 seconds.
 ED0509
 ED0509.The orthometric height was determined by differential leveling
 ED0509.and adjusted by the National Geodetic Survey in June 1991..
 ED0509
 ED0509.The geoid height was determined by GEOID03.
 ED0509
 ED0509.The dynamic height is computed by dividing the NAVD 88
 ED0509.geopotential number by the normal gravity value computed on the
 ED0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0509.degrees latitude (g = 980.6199 gals.).
 ED0509
 ED0509.The modeled gravity was interpolated from observed gravity values.
 ED0509
 ED0509;                    North         East    Units  Estimated Accuracy
 ED0509;SPC GA W     -   541,080.      766,780.      MT  (+/- 180 meters Scaled)
 ED0509
 ED0509                          SUPERSEDED SURVEY CONTROL
 ED0509
 ED0509  NGVD 29 (??/??/92)  607.532  (m)         1993.21   (f) ADJ UNCH    2 0
 ED0509
 ED0509.Superseded values are not recommended for survey control.
 ED0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0509.See file dsdata.txt to determine how the superseded data were derived.
 ED0509
 ED0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU773621(NAD 83)
 ED0509_MARKER: DD = SURVEY DISK
 ED0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0509_STAMPING: 11 D 4
 ED0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0509+STABILITY: SURFACE MOTION
 ED0509
 ED0509  HISTORY     - Date     Condition        Report By
 ED0509  HISTORY     - UNK      MONUMENTED       GAGS
 ED0509  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0509  HISTORY     - 1976     MARK NOT FOUND   USGS
 ED0509
 ED0509                          STATION DESCRIPTION
 ED0509
 ED0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0509'2.4 MI W FROM CLAYTON.
 ED0509'ROAD HAS BEEN EVIDENTLY WIDENED.  THE DISTANCE OF 21 FEET S OF
 ED0509'THE CENTER LINE NOW FALLS IN THE BOTTOM OF A DITCH APPARENTLY
 ED0509'MACHINE MADE.  PROBING OVER THE AREA FAILED TO FIND ANY EVIDENCE
 ED0509'OF THE MARK.  2.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE MAIN
 ED0509'CORNER AT CLAYTON, RABUN COUNTY, 31 YARDS EAST OF THE INTERSECTION
 ED0509'OF THE MILL GAP ROAD (ALSO ROAD TO HOME OF W.C. HUDSON), BETWEEN
 ED0509'THE HIGHWAY AND FOUR LARGE PINE TREES, 21 FEET SOUTH OF THE
 ED0509'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STATE
 ED0509'SURVEY STANDARD DISK, STAMPED 11 D 4 AND SET IN THE TOP OF A
 ED0509'CONCRETE POST.
 ED0509
 ED0509                          STATION RECOVERY (1976)
 ED0509
 ED0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 ED0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0505 ***********************************************************************
 ED0505  DESIGNATION -  11 D 5
 ED0505  PID         -  ED0505
 ED0505  STATE/COUNTY-  GA/RABUN
 ED0505  USGS QUAD   -  TIGER (1972)
 ED0505
 ED0505                         *CURRENT SURVEY CONTROL
 ED0505  ___________________________________________________________________
 ED0505* NAD 83(1986)-  34 52 05.     (N)    083 28 24.     (W)     SCALED    
 ED0505* NAVD 88     -       638.949  (meters)    2096.29   (feet)  ADJUSTED  
 ED0505  ___________________________________________________________________
 ED0505  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 ED0505  DYNAMIC HT  -         638.258 (meters)    2094.02  (feet)  COMP
 ED0505  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 ED0505
 ED0505  VERT ORDER  -  SECOND    CLASS 0
 ED0505
 ED0505.The horizontal coordinates were scaled from a topographic map and have
 ED0505.an estimated accuracy of +/- 6 seconds.
 ED0505
 ED0505.The orthometric height was determined by differential leveling
 ED0505.and adjusted by the National Geodetic Survey in June 1991..
 ED0505
 ED0505.The geoid height was determined by GEOID03.
 ED0505
 ED0505.The dynamic height is computed by dividing the NAVD 88
 ED0505.geopotential number by the normal gravity value computed on the
 ED0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0505.degrees latitude (g = 980.6199 gals.).
 ED0505
 ED0505.The modeled gravity was interpolated from observed gravity values.
 ED0505
 ED0505;                    North         East    Units  Estimated Accuracy
 ED0505;SPC GA W     -   540,010.      763,390.      MT  (+/- 180 meters Scaled)
 ED0505
 ED0505                          SUPERSEDED SURVEY CONTROL
 ED0505
 ED0505  NGVD 29 (??/??/92)  638.949  (m)         2096.29   (f) ADJ UNCH    2 0
 ED0505
 ED0505.Superseded values are not recommended for survey control.
 ED0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0505.See file dsdata.txt to determine how the superseded data were derived.
 ED0505
 ED0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU739612(NAD 83)
 ED0505_MARKER: DD = SURVEY DISK
 ED0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0505_STAMPING: 11 D 5
 ED0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0505+STABILITY: SURFACE MOTION
 ED0505
 ED0505  HISTORY     - Date     Condition        Report By
 ED0505  HISTORY     - UNK      MONUMENTED       GAGS
 ED0505  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0505
 ED0505                          STATION DESCRIPTION
 ED0505
 ED0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0505'4.3 MI W FROM CLAYTON.
 ED0505'THE PRESENT OCCUPANT OF THE CRONE HOUSE HAS FAINT RECOLLECTION
 ED0505'OF HAVING SEEN THE MARK UPROOTED ON THE SIDE OF THE ROAD AND THINKS
 ED0505'IT WAS NEVER PUT BACK.  SEARCH OVER THE AREA REVEALED NO EVIDENCE
 ED0505'OF THE MARK.  THE LOCATION AS BEST IT COULD BE DETERMINED (THE
 ED0505'CULVERT AT ROAD EDGE IS OBSCURED BY FILL FOR BARNS) IS NOW IN A
 ED0505'FARM SIDE ROAD.  4.6 MILES WEST ALONG STATE HIGHWAY 2 FROM THE
 ED0505'MAIN CORNER AT CLAYTON, RABUN COUNTY, OPPOSITE THE HOME OF
 ED0505'CLAUDE CRONE, 29 FEET WEST OF A CULVERT, 12 FEET NORTH OF THE
 ED0505'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STATE
 ED0505'SURVEY STANDARD DISK, STAMPED 11 D 5 AND SET IN THE TOP OF A
 ED0505'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0776 ***********************************************************************
 ED0776  DESIGNATION -  11 D 8
 ED0776  PID         -  ED0776
 ED0776  STATE/COUNTY-  GA/RABUN
 ED0776  USGS QUAD   -  LAKE BURTON (1985)
 ED0776
 ED0776                         *CURRENT SURVEY CONTROL
 ED0776  ___________________________________________________________________
 ED0776* NAD 83(1986)-  34 51 31.     (N)    083 30 34.     (W)     SCALED    
 ED0776* NAVD 88     -       580.231  (meters)    1903.64   (feet)  ADJUSTED  
 ED0776  ___________________________________________________________________
 ED0776  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 ED0776  DYNAMIC HT  -         579.606 (meters)    1901.59  (feet)  COMP
 ED0776  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 ED0776
 ED0776  VERT ORDER  -  SECOND    CLASS 0
 ED0776
 ED0776.The horizontal coordinates were scaled from a topographic map and have
 ED0776.an estimated accuracy of +/- 6 seconds.
 ED0776
 ED0776.The orthometric height was determined by differential leveling
 ED0776.and adjusted by the National Geodetic Survey in June 1991..
 ED0776
 ED0776.The geoid height was determined by GEOID03.
 ED0776
 ED0776.The dynamic height is computed by dividing the NAVD 88
 ED0776.geopotential number by the normal gravity value computed on the
 ED0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0776.degrees latitude (g = 980.6199 gals.).
 ED0776
 ED0776.The modeled gravity was interpolated from observed gravity values.
 ED0776
 ED0776;                    North         East    Units  Estimated Accuracy
 ED0776;SPC GA W     -   538,940.      760,090.      MT  (+/- 180 meters Scaled)
 ED0776
 ED0776                          SUPERSEDED SURVEY CONTROL
 ED0776
 ED0776  NGVD 29 (??/??/92)  580.232  (m)         1903.64   (f) ADJ UNCH    2 0
 ED0776
 ED0776.Superseded values are not recommended for survey control.
 ED0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0776.See file dsdata.txt to determine how the superseded data were derived.
 ED0776
 ED0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU705602(NAD 83)
 ED0776_MARKER: DD = SURVEY DISK
 ED0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0776_STAMPING: 11 D 8
 ED0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0776+STABILITY: SURFACE MOTION
 ED0776
 ED0776  HISTORY     - Date     Condition        Report By
 ED0776  HISTORY     - UNK      MONUMENTED       GAGS
 ED0776  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0776
 ED0776                          STATION DESCRIPTION
 ED0776
 ED0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0776'6.6 MI W FROM CLAYTON.
 ED0776'AS BEST IT IS BELIEVED DETERMINED, THE LOCATION PRESENTLY LIES
 ED0776'WITHIN THE LIMITS OF PAVEMENT IN THE PRESENT NO. 76 U.S. HIGHWAY.
 ED0776'THE INTERSECTION OF THE OLD NO. 2 GA. HWY. AND THE BRIDGE CREEK
 ED0776'ROAD IS REPORTEDLY AND EVIDENTLY MOVED ABOUT 0.15 MILE WESTERLY
 ED0776'ALONG THE PRESENT HIGHWAY SINCE 1934.  7.0 MILES WEST ALONG STATE
 ED0776'HIGHWAY 2 FROM THE MAIN CORNER AT CLAYTON, RABUN COUNTY, 0.2 MILE
 ED0776'EAST OF THE INTERSECTION OF THE ROAD LEADING TO BRIDGE CREEK, ON
 ED0776'THE EAST SIDE OF A LARGE CUT ON THE NORTH SIDE OF THE HIGHWAY, 14
 ED0776'YARDS WEST OF A CULVERT, AND 5 YARDS NORTH OF THE CENTERLINE OF
 ED0776'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 11 D 8 AND
 ED0776'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0563 ***********************************************************************
 CM0563  DESIGNATION -  11 E 11
 CM0563  PID         -  CM0563
 CM0563  STATE/COUNTY-  GA/TALBOT
 CM0563  USGS QUAD   -  TALBOTTON (1985)
 CM0563
 CM0563                         *CURRENT SURVEY CONTROL
 CM0563  ___________________________________________________________________
 CM0563* NAD 83(1986)-  32 44 44.     (N)    084 33 18.     (W)     SCALED    
 CM0563* NAVD 88     -       176.978  (meters)     580.64   (feet)  ADJUSTED  
 CM0563  ___________________________________________________________________
 CM0563  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CM0563  DYNAMIC HT  -         176.778 (meters)     579.98  (feet)  COMP
 CM0563  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CM0563
 CM0563  VERT ORDER  -  SECOND    CLASS 0
 CM0563
 CM0563.The horizontal coordinates were scaled from a topographic map and have
 CM0563.an estimated accuracy of +/- 6 seconds.
 CM0563
 CM0563.The orthometric height was determined by differential leveling
 CM0563.and adjusted by the National Geodetic Survey in June 1991..
 CM0563
 CM0563.The geoid height was determined by GEOID03.
 CM0563
 CM0563.The dynamic height is computed by dividing the NAVD 88
 CM0563.geopotential number by the normal gravity value computed on the
 CM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0563.degrees latitude (g = 980.6199 gals.).
 CM0563
 CM0563.The modeled gravity was interpolated from observed gravity values.
 CM0563
 CM0563;                    North         East    Units  Estimated Accuracy
 CM0563;SPC GA W     -   304,450.      663,610.      MT  (+/- 180 meters Scaled)
 CM0563
 CM0563                          SUPERSEDED SURVEY CONTROL
 CM0563
 CM0563  NGVD 29 (??/??/92)  177.043  (m)          580.85   (f) ADJ UNCH    2 0
 CM0563
 CM0563.Superseded values are not recommended for survey control.
 CM0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0563.See file dsdata.txt to determine how the superseded data were derived.
 CM0563
 CM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB290257(NAD 83)
 CM0563_MARKER: DD = SURVEY DISK
 CM0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0563_STAMPING: 11 E 11
 CM0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0563+STABILITY: SURFACE MOTION
 CM0563
 CM0563  HISTORY     - Date     Condition        Report By
 CM0563  HISTORY     - UNK      MONUMENTED       GAGS
 CM0563  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0563
 CM0563                          STATION DESCRIPTION
 CM0563
 CM0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0563'4.7 MI S FROM WOODLAND.
 CM0563'4.7 MILES SOUTH ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0563'FROM THE STATION AT WOODLAND, TALBOT COUNTY, ABOUT 250 YARDS
 CM0563'NORTH OF THE NORTH END OF A TRESTLE OVER A CREEK, ABOUT 180 YARDS
 CM0563'SOUTH OF A ROAD CROSSING, ON THE SIDE OF A CUT, 20 FEET WEST OF
 CM0563'THE WEST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 11 E 11
 CM0563'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 CM0563'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0564 ***********************************************************************
 CM0564  DESIGNATION -  11 E 13
 CM0564  PID         -  CM0564
 CM0564  STATE/COUNTY-  GA/TALBOT
 CM0564  USGS QUAD   -  TALBOTTON (1985)
 CM0564
 CM0564                         *CURRENT SURVEY CONTROL
 CM0564  ___________________________________________________________________
 CM0564* NAD 83(1986)-  32 42 48.     (N)    084 33 10.     (W)     SCALED    
 CM0564* NAVD 88     -       173.896  (meters)     570.52   (feet)  ADJUSTED  
 CM0564  ___________________________________________________________________
 CM0564  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CM0564  DYNAMIC HT  -         173.699 (meters)     569.88  (feet)  COMP
 CM0564  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CM0564
 CM0564  VERT ORDER  -  SECOND    CLASS 0
 CM0564
 CM0564.The horizontal coordinates were scaled from a topographic map and have
 CM0564.an estimated accuracy of +/- 6 seconds.
 CM0564
 CM0564.The orthometric height was determined by differential leveling
 CM0564.and adjusted by the National Geodetic Survey in June 1991..
 CM0564
 CM0564.The geoid height was determined by GEOID03.
 CM0564
 CM0564.The dynamic height is computed by dividing the NAVD 88
 CM0564.geopotential number by the normal gravity value computed on the
 CM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0564.degrees latitude (g = 980.6199 gals.).
 CM0564
 CM0564.The modeled gravity was interpolated from observed gravity values.
 CM0564
 CM0564;                    North         East    Units  Estimated Accuracy
 CM0564;SPC GA W     -   300,880.      663,800.      MT  (+/- 180 meters Scaled)
 CM0564
 CM0564                          SUPERSEDED SURVEY CONTROL
 CM0564
 CM0564  NGVD 29 (??/??/92)  173.961  (m)          570.74   (f) ADJ UNCH    2 0
 CM0564
 CM0564.Superseded values are not recommended for survey control.
 CM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0564.See file dsdata.txt to determine how the superseded data were derived.
 CM0564
 CM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB293221(NAD 83)
 CM0564_MARKER: DD = SURVEY DISK
 CM0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0564_STAMPING: 11 E 13 570.737
 CM0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0564+STABILITY: SURFACE MOTION
 CM0564
 CM0564  HISTORY     - Date     Condition        Report By
 CM0564  HISTORY     - UNK      MONUMENTED       GAGS
 CM0564  HISTORY     - 1954     GOOD             NGS
 CM0564
 CM0564                          STATION DESCRIPTION
 CM0564
 CM0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0564'2.8 MI N FROM TALBOTTON.
 CM0564'LOCATED 2.8 MILES NORTH ALONG THE ATLANTIC COASTLINE RAILROAD
 CM0564'FROM THE STATION IN TALBOTTON, 0.4 MILE SOUTH OF A DIRT ROAD
 CM0564'CROSSING (OLD STATE HIGHWAY 41) 345 FEET NORTH OF MILEPOST 241,
 CM0564'14 FEET WEST OF THE WEST RAIL AND 39 FEET SOUTHEAST OF THE FOURTH
 CM0564'TELEGRAPH POLE NORTH OF MILEPOST 241.  IT IS A STANDARD STATE
 CM0564'SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CM0564'AND ABOUT 3.5 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0565 ***********************************************************************
 CM0565  DESIGNATION -  11 E 14
 CM0565  PID         -  CM0565
 CM0565  STATE/COUNTY-  GA/TALBOT
 CM0565  USGS QUAD   -  TALBOTTON (1985)
 CM0565
 CM0565                         *CURRENT SURVEY CONTROL
 CM0565  ___________________________________________________________________
 CM0565* NAD 83(1986)-  32 42 35.     (N)    084 33 13.     (W)     SCALED    
 CM0565* NAVD 88     -       177.085  (meters)     580.99   (feet)  ADJUSTED  
 CM0565  ___________________________________________________________________
 CM0565  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CM0565  DYNAMIC HT  -         176.885 (meters)     580.33  (feet)  COMP
 CM0565  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CM0565
 CM0565  VERT ORDER  -  SECOND    CLASS 0
 CM0565
 CM0565.The horizontal coordinates were scaled from a topographic map and have
 CM0565.an estimated accuracy of +/- 6 seconds.
 CM0565
 CM0565.The orthometric height was determined by differential leveling
 CM0565.and adjusted by the National Geodetic Survey in June 1991..
 CM0565
 CM0565.The geoid height was determined by GEOID03.
 CM0565
 CM0565.The dynamic height is computed by dividing the NAVD 88
 CM0565.geopotential number by the normal gravity value computed on the
 CM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0565.degrees latitude (g = 980.6199 gals.).
 CM0565
 CM0565.The modeled gravity was interpolated from observed gravity values.
 CM0565
 CM0565;                    North         East    Units  Estimated Accuracy
 CM0565;SPC GA W     -   300,480.      663,720.      MT  (+/- 180 meters Scaled)
 CM0565
 CM0565                          SUPERSEDED SURVEY CONTROL
 CM0565
 CM0565  NGVD 29 (??/??/92)  177.150  (m)          581.20   (f) ADJ UNCH    2 0
 CM0565
 CM0565.Superseded values are not recommended for survey control.
 CM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0565.See file dsdata.txt to determine how the superseded data were derived.
 CM0565
 CM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB293217(NAD 83)
 CM0565_MARKER: DD = SURVEY DISK
 CM0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0565_STAMPING: 11 E 14
 CM0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0565+STABILITY: SURFACE MOTION
 CM0565
 CM0565  HISTORY     - Date     Condition        Report By
 CM0565  HISTORY     - UNK      MONUMENTED       GAGS
 CM0565  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0565
 CM0565                          STATION DESCRIPTION
 CM0565
 CM0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0565'2.5 MI N FROM TALBOTTON.
 CM0565'2.5 MILES NORTH ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0565'FROM THE STATION AT TALBOTTON, TALBOT COUNTY, 0.2 MILE SOUTH OF
 CM0565'MILEPOST 241, ABOUT 100 YARDS SOUTH OF A FARM-ROAD CROSSING,
 CM0565'AND 4 FEET WEST OF THE WEST RAIL.  A STATE SURVEY STANDARD DISK,
 CM0565'STAMPED 11 E 14 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0565'2 INCHES ABOVE GROUND.  NOTE-- THE MARK SHOULD BE LOCATED ON THE
 CM0565'OUTSIDE OF A CURVE IN THE TRACKS 4 FEET WEST OF THE WEST RAIL.
 CM0565'THIS CURVE IS BANKED WITH CRUSHED ROCK ABOUT 3 FEET HIGHER THAN
 CM0565'THE NATURAL BED OF THE TRACKS.  THE MARK IS UNDER THE BALLAST.
 CM0565'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0567 ***********************************************************************
 CM0567  DESIGNATION -  11 E 15
 CM0567  PID         -  CM0567
 CM0567  STATE/COUNTY-  GA/TALBOT
 CM0567  USGS QUAD   -  TALBOTTON (1985)
 CM0567
 CM0567                         *CURRENT SURVEY CONTROL
 CM0567  ___________________________________________________________________
 CM0567* NAD 83(1986)-  32 41 07.     (N)    084 32 19.     (W)     SCALED    
 CM0567* NAVD 88     -       205.463  (meters)     674.09   (feet)  ADJUSTED  
 CM0567  ___________________________________________________________________
 CM0567  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CM0567  DYNAMIC HT  -         205.231 (meters)     673.33  (feet)  COMP
 CM0567  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 CM0567
 CM0567  VERT ORDER  -  SECOND    CLASS 0
 CM0567
 CM0567.The horizontal coordinates were scaled from a topographic map and have
 CM0567.an estimated accuracy of +/- 6 seconds.
 CM0567
 CM0567.The orthometric height was determined by differential leveling
 CM0567.and adjusted by the National Geodetic Survey in June 1991..
 CM0567
 CM0567.The geoid height was determined by GEOID03.
 CM0567
 CM0567.The dynamic height is computed by dividing the NAVD 88
 CM0567.geopotential number by the normal gravity value computed on the
 CM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0567.degrees latitude (g = 980.6199 gals.).
 CM0567
 CM0567.The modeled gravity was interpolated from observed gravity values.
 CM0567
 CM0567;                    North         East    Units  Estimated Accuracy
 CM0567;SPC GA W     -   297,760.      665,120.      MT  (+/- 180 meters Scaled)
 CM0567
 CM0567                          SUPERSEDED SURVEY CONTROL
 CM0567
 CM0567  NGVD 29 (??/??/92)  205.523  (m)          674.29   (f) ADJ UNCH    2 0
 CM0567
 CM0567.Superseded values are not recommended for survey control.
 CM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0567.See file dsdata.txt to determine how the superseded data were derived.
 CM0567
 CM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB307190(NAD 83)
 CM0567_MARKER: DD = SURVEY DISK
 CM0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0567_STAMPING: 11 E 15 674.287
 CM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0567+STABILITY: SURFACE MOTION
 CM0567
 CM0567  HISTORY     - Date     Condition        Report By
 CM0567  HISTORY     - UNK      MONUMENTED       GAGS
 CM0567  HISTORY     - 1954     GOOD             NGS
 CM0567
 CM0567                          STATION DESCRIPTION
 CM0567
 CM0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0567'0.6 MI N FROM TALBOTTON.
 CM0567'LOCATED 0.6 MILE NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 CM0567'THE STATION IN TALBOTTON, 0.2 MILE SOUTH OF MILEPOST 239, 146 FEET
 CM0567'NORTH OF A WHISTLE POST, 8 FEET WEST OF THE WEST RAIL AND 34
 CM0567'FEET EAST OF THE FIRST TELEGRAPH POLE NORTH OF THE WHISTLE POST.
 CM0567'IT IS A STANDARD STATE SURVEY DISK SET IN THE TOP OF A CONCRETE
 CM0567'POST 1 FOOT BELOW THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 CM0567'LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0568 ***********************************************************************
 CM0568  DESIGNATION -  11 E 16
 CM0568  PID         -  CM0568
 CM0568  STATE/COUNTY-  GA/TALBOT
 CM0568  USGS QUAD   -  TALBOTTON (1985)
 CM0568
 CM0568                         *CURRENT SURVEY CONTROL
 CM0568  ___________________________________________________________________
 CM0568* NAD 83(1986)-  32 40 36.     (N)    084 32 14.     (W)     SCALED    
 CM0568* NAVD 88     -       212.391  (meters)     696.82   (feet)  ADJUSTED  
 CM0568  ___________________________________________________________________
 CM0568  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CM0568  DYNAMIC HT  -         212.151 (meters)     696.03  (feet)  COMP
 CM0568  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 CM0568
 CM0568  VERT ORDER  -  SECOND    CLASS 0
 CM0568
 CM0568.The horizontal coordinates were scaled from a topographic map and have
 CM0568.an estimated accuracy of +/- 6 seconds.
 CM0568
 CM0568.The orthometric height was determined by differential leveling
 CM0568.and adjusted by the National Geodetic Survey in June 1991..
 CM0568
 CM0568.The geoid height was determined by GEOID03.
 CM0568
 CM0568.The dynamic height is computed by dividing the NAVD 88
 CM0568.geopotential number by the normal gravity value computed on the
 CM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0568.degrees latitude (g = 980.6199 gals.).
 CM0568
 CM0568.The modeled gravity was interpolated from observed gravity values.
 CM0568
 CM0568;                    North         East    Units  Estimated Accuracy
 CM0568;SPC GA W     -   296,810.      665,250.      MT  (+/- 180 meters Scaled)
 CM0568
 CM0568                          SUPERSEDED SURVEY CONTROL
 CM0568
 CM0568  NGVD 29 (??/??/92)  212.450  (m)          697.01   (f) ADJ UNCH    2 0
 CM0568
 CM0568.Superseded values are not recommended for survey control.
 CM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0568.See file dsdata.txt to determine how the superseded data were derived.
 CM0568
 CM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB309181(NAD 83)
 CM0568_MARKER: DD = SURVEY DISK
 CM0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0568_STAMPING: 11 E 16 687.013
 CM0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0568+STABILITY: SURFACE MOTION
 CM0568
 CM0568  HISTORY     - Date     Condition        Report By
 CM0568  HISTORY     - UNK      MONUMENTED       GAGS
 CM0568  HISTORY     - 1954     GOOD             NGS
 CM0568
 CM0568                          STATION DESCRIPTION
 CM0568
 CM0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0568'AT TALBOTTON.
 CM0568'LOCATED AT TALBOTTON ALONG THE ATLANTIC COAST LINE RAILROAD,
 CM0568'87 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 80 FEET
 CM0568'SOUTHWEST OF A SIGNAL IN FRONT OF THE TICKET OFFICE, 46 FEET
 CM0568'SOUTH OF A SWITCH FOR A DERAIL 20.5 FEET EAST OF A FIRE HYDRANT,
 CM0568'22 FEET NORTH OF THE CENTERLINE OF A ROAD, 10 FEET WEST OF THE
 CM0568'WEST RAIL OF A SIDE TRACK AND 39 FEET WEST OF THE WEST
 CM0568'RAIL OF THE MAIN LINE.  IT IS A STANDARD STATE SURVEY DISK SET
 CM0568'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND 3 FEET
 CM0568'LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0569 ***********************************************************************
 CM0569  DESIGNATION -  11 E 17
 CM0569  PID         -  CM0569
 CM0569  STATE/COUNTY-  GA/TALBOT
 CM0569  USGS QUAD   -  TALBOTTON (1985)
 CM0569
 CM0569                         *CURRENT SURVEY CONTROL
 CM0569  ___________________________________________________________________
 CM0569* NAD 83(1986)-  32 39 13.     (N)    084 31 47.     (W)     SCALED    
 CM0569* NAVD 88     -       213.476  (meters)     700.38   (feet)  ADJUSTED  
 CM0569  ___________________________________________________________________
 CM0569  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CM0569  DYNAMIC HT  -         213.235 (meters)     699.59  (feet)  COMP
 CM0569  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CM0569
 CM0569  VERT ORDER  -  SECOND    CLASS 0
 CM0569
 CM0569.The horizontal coordinates were scaled from a topographic map and have
 CM0569.an estimated accuracy of +/- 6 seconds.
 CM0569
 CM0569.The orthometric height was determined by differential leveling
 CM0569.and adjusted by the National Geodetic Survey in June 1991..
 CM0569
 CM0569.The geoid height was determined by GEOID03.
 CM0569
 CM0569.The dynamic height is computed by dividing the NAVD 88
 CM0569.geopotential number by the normal gravity value computed on the
 CM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0569.degrees latitude (g = 980.6199 gals.).
 CM0569
 CM0569.The modeled gravity was interpolated from observed gravity values.
 CM0569
 CM0569;                    North         East    Units  Estimated Accuracy
 CM0569;SPC GA W     -   294,250.      665,940.      MT  (+/- 180 meters Scaled)
 CM0569
 CM0569                          SUPERSEDED SURVEY CONTROL
 CM0569
 CM0569  NGVD 29 (??/??/92)  213.536  (m)          700.58   (f) ADJ UNCH    2 0
 CM0569
 CM0569.Superseded values are not recommended for survey control.
 CM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0569.See file dsdata.txt to determine how the superseded data were derived.
 CM0569
 CM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB316155(NAD 83)
 CM0569_MARKER: DD = SURVEY DISK
 CM0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0569+STABILITY: SURFACE MOTION
 CM0569
 CM0569  HISTORY     - Date     Condition        Report By
 CM0569  HISTORY     - UNK      MONUMENTED       GAGS
 CM0569  HISTORY     - 1934     GOOD             NGS
 CM0569
 CM0569                          STATION DESCRIPTION
 CM0569
 CM0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0569'1.7 MI SE FROM TALBOTTON.
 CM0569'U.S.C.AND G.S. AND STATE SURVEY NO. 11 E-17 IS LOCATED 1.7 MILES
 CM0569'SOUTHEAST OF THE ATLANTA, BIRMINGHAM AND COAST DEPOT AT TALBOTTON,
 CM0569'0.2 OF A MILE SOUTHEAST OF A ROAD CROSSING, 5.0 FEET SOUTHWEST OF
 CM0569'SOUTHWEST RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE
 CM0569'POST 1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0570 ***********************************************************************
 CM0570  DESIGNATION -  11 E 18
 CM0570  PID         -  CM0570
 CM0570  STATE/COUNTY-  GA/TALBOT
 CM0570  USGS QUAD   -  TALBOTTON (1985)
 CM0570
 CM0570                         *CURRENT SURVEY CONTROL
 CM0570  ___________________________________________________________________
 CM0570* NAD 83(1986)-  32 38 57.     (N)    084 31 29.     (W)     SCALED    
 CM0570* NAVD 88     -       209.757  (meters)     688.18   (feet)  ADJUSTED  
 CM0570  ___________________________________________________________________
 CM0570  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CM0570  DYNAMIC HT  -         209.520 (meters)     687.40  (feet)  COMP
 CM0570  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 CM0570
 CM0570  VERT ORDER  -  SECOND    CLASS 0
 CM0570
 CM0570.The horizontal coordinates were scaled from a topographic map and have
 CM0570.an estimated accuracy of +/- 6 seconds.
 CM0570
 CM0570.The orthometric height was determined by differential leveling
 CM0570.and adjusted by the National Geodetic Survey in June 1991..
 CM0570
 CM0570.The geoid height was determined by GEOID03.
 CM0570
 CM0570.The dynamic height is computed by dividing the NAVD 88
 CM0570.geopotential number by the normal gravity value computed on the
 CM0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0570.degrees latitude (g = 980.6199 gals.).
 CM0570
 CM0570.The modeled gravity was interpolated from observed gravity values.
 CM0570
 CM0570;                    North         East    Units  Estimated Accuracy
 CM0570;SPC GA W     -   293,750.      666,410.      MT  (+/- 180 meters Scaled)
 CM0570
 CM0570                          SUPERSEDED SURVEY CONTROL
 CM0570
 CM0570  NGVD 29 (??/??/92)  209.818  (m)          688.38   (f) ADJ UNCH    2 0
 CM0570
 CM0570.Superseded values are not recommended for survey control.
 CM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0570.See file dsdata.txt to determine how the superseded data were derived.
 CM0570
 CM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB321151(NAD 83)
 CM0570_MARKER: DD = SURVEY DISK
 CM0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0570_STAMPING: 11 E 18
 CM0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0570+STABILITY: SURFACE MOTION
 CM0570
 CM0570  HISTORY     - Date     Condition        Report By
 CM0570  HISTORY     - UNK      MONUMENTED       GAGS
 CM0570  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0570
 CM0570                          STATION DESCRIPTION
 CM0570
 CM0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0570'2.1 MI SE FROM TALBOTTON.
 CM0570'2.1 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0570'RAILROAD FROM THE STATION AT TALBOTTON, TALBOT COUNTY, ABOUT 90
 CM0570'YARDS NORTH OF MILEPOST 236, AND 5-1/2 FEET SOUTHWEST OF THE
 CM0570'SOUTHWEST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 11 E 18 AND
 CM0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CM0570'NOTE-- THIS MARK WAS SET AT ABOUT THE MIDDLE OF A CURVE, AT THE
 CM0570'OUTSIDE OF THE CURVE AND 5 FEET SOUTHWEST OF THE RAIL.  A FILL
 CM0570'OF ABOUT 1 FOOT OF DIRT AND ABOUT 2.5 FEET OF CRUSHED ROCK HAS
 CM0570'BEEN MADE AT THIS POINT.  THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0120 ***********************************************************************
 CM0120  DESIGNATION -  11 E 20
 CM0120  PID         -  CM0120
 CM0120  STATE/COUNTY-  GA/TALBOT
 CM0120  USGS QUAD   -  BALDWINVILLE (1985)
 CM0120
 CM0120                         *CURRENT SURVEY CONTROL
 CM0120  ___________________________________________________________________
 CM0120* NAD 83(1986)-  32 37 53.     (N)    084 28 43.     (W)     SCALED    
 CM0120* NAVD 88     -       218.517  (meters)     716.92   (feet)  ADJUSTED  
 CM0120  ___________________________________________________________________
 CM0120  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CM0120  DYNAMIC HT  -         218.269 (meters)     716.10  (feet)  COMP
 CM0120  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CM0120
 CM0120  VERT ORDER  -  FIRST     CLASS II
 CM0120
 CM0120.The horizontal coordinates were scaled from a topographic map and have
 CM0120.an estimated accuracy of +/- 6 seconds.
 CM0120
 CM0120.The orthometric height was determined by differential leveling
 CM0120.and adjusted by the National Geodetic Survey in June 1991..
 CM0120
 CM0120.The geoid height was determined by GEOID03.
 CM0120
 CM0120.The dynamic height is computed by dividing the NAVD 88
 CM0120.geopotential number by the normal gravity value computed on the
 CM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0120.degrees latitude (g = 980.6199 gals.).
 CM0120
 CM0120.The modeled gravity was interpolated from observed gravity values.
 CM0120
 CM0120;                    North         East    Units  Estimated Accuracy
 CM0120;SPC GA W     -   291,770.      670,730.      MT  (+/- 180 meters Scaled)
 CM0120
 CM0120                          SUPERSEDED SURVEY CONTROL
 CM0120
 CM0120  NGVD 29 (??/??/92)  218.578  (m)          717.12   (f) ADJ UNCH    1 2
 CM0120
 CM0120.Superseded values are not recommended for survey control.
 CM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0120.See file dsdata.txt to determine how the superseded data were derived.
 CM0120
 CM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB365132(NAD 83)
 CM0120_MARKER: DD = SURVEY DISK
 CM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0120_STAMPING: 11 E 20 717.118
 CM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0120+STABILITY: SURFACE MOTION
 CM0120
 CM0120  HISTORY     - Date     Condition        Report By
 CM0120  HISTORY     - UNK      MONUMENTED       GAGS
 CM0120  HISTORY     - 1958     GOOD             NGS
 CM0120
 CM0120                          STATION DESCRIPTION
 CM0120
 CM0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0120'2.5 MI N FROM JUNCTION CITY.
 CM0120'ABOUT 2.5 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 CM0120'ITS CROSSING AT THE CENTRAL OF GEORGIA RAILWAY AT JUNCTION CITY,
 CM0120'AT MILE POST NB 765, ON THE TOP OF A HIGH BANK NORTH OF THE TRACK,
 CM0120'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS TO THE SOUTHEAST AND
 CM0120'SOUTHWEST, 75 FEET NORTH OF NORTH RAIL, 207 1/2 FEET NORTHEAST OF
 CM0120'THE MILE POST, 36 FEET NORTHWEST OF A 24-INCH TWIN PINE TREE WITH
 CM0120'A 6-INCH TRIANGLE BLAZED OF THE NORTHWEST SIDE OF THE NORTHWEST ONE
 CM0120'OF TWO TRUNKS, ABOUT 15 FEET ABOVE THE LEVEL OF THE TRACK, SET IN
 CM0120'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0125 ***********************************************************************
 CM0125  DESIGNATION -  11 E 21
 CM0125  PID         -  CM0125
 CM0125  STATE/COUNTY-  GA/TALBOT
 CM0125  USGS QUAD   -  JUNCTION CITY (1985)
 CM0125
 CM0125                         *CURRENT SURVEY CONTROL
 CM0125  ___________________________________________________________________
 CM0125* NAD 83(1986)-  32 36 30.     (N)    084 27 35.     (W)     SCALED    
 CM0125* NAVD 88     -       213.474  (meters)     700.37   (feet)  ADJUSTED  
 CM0125  ___________________________________________________________________
 CM0125  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CM0125  DYNAMIC HT  -         213.231 (meters)     699.58  (feet)  COMP
 CM0125  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CM0125
 CM0125  VERT ORDER  -  SECOND    CLASS 0
 CM0125
 CM0125.The horizontal coordinates were scaled from a topographic map and have
 CM0125.an estimated accuracy of +/- 6 seconds.
 CM0125
 CM0125.The orthometric height was determined by differential leveling
 CM0125.and adjusted by the National Geodetic Survey in June 1991..
 CM0125
 CM0125.The geoid height was determined by GEOID03.
 CM0125
 CM0125.The dynamic height is computed by dividing the NAVD 88
 CM0125.geopotential number by the normal gravity value computed on the
 CM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0125.degrees latitude (g = 980.6199 gals.).
 CM0125
 CM0125.The modeled gravity was interpolated from observed gravity values.
 CM0125
 CM0125;                    North         East    Units  Estimated Accuracy
 CM0125;SPC GA W     -   289,210.      672,500.      MT  (+/- 180 meters Scaled)
 CM0125
 CM0125                          SUPERSEDED SURVEY CONTROL
 CM0125
 CM0125  NGVD 29 (??/??/92)  213.541  (m)          700.59   (f) ADJ UNCH    2 0
 CM0125
 CM0125.Superseded values are not recommended for survey control.
 CM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0125.See file dsdata.txt to determine how the superseded data were derived.
 CM0125
 CM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB383107(NAD 83)
 CM0125_MARKER: DD = SURVEY DISK
 CM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0125_STAMPING: 11 E 21 700.592
 CM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0125+STABILITY: SURFACE MOTION
 CM0125
 CM0125  HISTORY     - Date     Condition        Report By
 CM0125  HISTORY     - UNK      MONUMENTED       GAGS
 CM0125  HISTORY     - 1955     GOOD             NGS
 CM0125  HISTORY     - 1958     MARK NOT FOUND   NGS
 CM0125
 CM0125                          STATION DESCRIPTION
 CM0125
 CM0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CM0125'AT JUNCTION CITY.
 CM0125'AT JUNCTION CITY, TALBOT COUNTY, 1239 FEET N OF N END OF STEEL
 CM0125'PLATE GIRDER ON W SIDE OF THE BRIDGE OF THE ATLANTIC COAST LINE
 CM0125'RAILROAD OVER THE CENTRAL OF GEORGIA RAILROAD, ON THE HIGH FILL OF
 CM0125'THE FORMER, 8.2 FEET E OF E RAIL, 4.2 FEET E OF PROJECTED TANGENT
 CM0125'OF THE EASTERLY RAIL FROM THE SOUTH, IN THE RANGE OF THE SOUTHEAST
 CM0125'EDGES OF THE SIXTH TELEPHONE POLE S OF A ROAD CROSSING AND A
 CM0125'RAILROAD WATER TANK ABOUT 0.25 MILE SW OF THE MARK, AND 2.0 FEET
 CM0125'LOWER THAN THE TOP OF THE NEARER RAIL.  A STANDARD STATE SURVEY
 CM0125'DISK IS STAMPED 11 E 21 700.592 AND SET IN THE TOP OF A CONCRETE
 CM0125'POST THAT IS ONE FOOT UNDERGROUND.
 CM0125
 CM0125                          STATION RECOVERY (1958)
 CM0125
 CM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CM0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0126 ***********************************************************************
 CM0126  DESIGNATION -  11 E 22
 CM0126  PID         -  CM0126
 CM0126  STATE/COUNTY-  GA/TALBOT
 CM0126  USGS QUAD   -  JUNCTION CITY (1985)
 CM0126
 CM0126                         *CURRENT SURVEY CONTROL
 CM0126  ___________________________________________________________________
 CM0126* NAD 83(1986)-  32 36 15.     (N)    084 27 28.     (W)     SCALED    
 CM0126* NAVD 88     -       213.538  (meters)     700.58   (feet)  ADJUSTED  
 CM0126  ___________________________________________________________________
 CM0126  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CM0126  DYNAMIC HT  -         213.295 (meters)     699.79  (feet)  COMP
 CM0126  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 CM0126
 CM0126  VERT ORDER  -  SECOND    CLASS 0
 CM0126
 CM0126.The horizontal coordinates were scaled from a topographic map and have
 CM0126.an estimated accuracy of +/- 6 seconds.
 CM0126
 CM0126.The orthometric height was determined by differential leveling
 CM0126.and adjusted by the National Geodetic Survey in June 1991..
 CM0126
 CM0126.The geoid height was determined by GEOID03.
 CM0126
 CM0126.The dynamic height is computed by dividing the NAVD 88
 CM0126.geopotential number by the normal gravity value computed on the
 CM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0126.degrees latitude (g = 980.6199 gals.).
 CM0126
 CM0126.The modeled gravity was interpolated from observed gravity values.
 CM0126
 CM0126;                    North         East    Units  Estimated Accuracy
 CM0126;SPC GA W     -   288,750.      672,680.      MT  (+/- 180 meters Scaled)
 CM0126
 CM0126                          SUPERSEDED SURVEY CONTROL
 CM0126
 CM0126  NGVD 29 (??/??/92)  213.607  (m)          700.81   (f) ADJ UNCH    2 0
 CM0126
 CM0126.Superseded values are not recommended for survey control.
 CM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0126.See file dsdata.txt to determine how the superseded data were derived.
 CM0126
 CM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB385102(NAD 83)
 CM0126_MARKER: DD = SURVEY DISK
 CM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0126+STABILITY: SURFACE MOTION
 CM0126
 CM0126  HISTORY     - Date     Condition        Report By
 CM0126  HISTORY     - UNK      MONUMENTED       GAGS
 CM0126  HISTORY     - 1958     MARK NOT FOUND   NGS
 CM0126
 CM0126                          STATION DESCRIPTION
 CM0126
 CM0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0126'AT JUNCTION CITY.
 CM0126'AT JUNCTION CITY, ABOUT 27 YARDS NORTHEAST OF THE NORTHEAST
 CM0126'CORNER OF THE ATLANTA, BIRMINGHAM AND COAST RAILROAD STATION,
 CM0126'ABOUT 220 YARDS SOUTH OF THE SOUTH END OF THE CENTRAL OF GEORGIA
 CM0126'RAILWAY OVERHEAD BRIDGE, AND 8 FEET SOUTHWEST OF THE SOUTHWEST
 CM0126'RAIL.  A STATE SURVEY STANDARD DISK, AND SET IN THE TOP OF A
 CM0126'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0128 ***********************************************************************
 CM0128  DESIGNATION -  11 E 23
 CM0128  PID         -  CM0128
 CM0128  STATE/COUNTY-  GA/TALBOT
 CM0128  USGS QUAD   -  JUNCTION CITY (1985)
 CM0128
 CM0128                         *CURRENT SURVEY CONTROL
 CM0128  ___________________________________________________________________
 CM0128* NAD 83(1986)-  32 34 40.     (N)    084 26 43.     (W)     SCALED    
 CM0128* NAVD 88     -       211.234  (meters)     693.02   (feet)  ADJUSTED  
 CM0128  ___________________________________________________________________
 CM0128  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CM0128  DYNAMIC HT  -         210.992 (meters)     692.23  (feet)  COMP
 CM0128  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CM0128
 CM0128  VERT ORDER  -  SECOND    CLASS 0
 CM0128
 CM0128.The horizontal coordinates were scaled from a topographic map and have
 CM0128.an estimated accuracy of +/- 6 seconds.
 CM0128
 CM0128.The orthometric height was determined by differential leveling
 CM0128.and adjusted by the National Geodetic Survey in June 1991..
 CM0128
 CM0128.The geoid height was determined by GEOID03.
 CM0128
 CM0128.The dynamic height is computed by dividing the NAVD 88
 CM0128.geopotential number by the normal gravity value computed on the
 CM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0128.degrees latitude (g = 980.6199 gals.).
 CM0128
 CM0128.The modeled gravity was interpolated from observed gravity values.
 CM0128
 CM0128;                    North         East    Units  Estimated Accuracy
 CM0128;SPC GA W     -   285,820.      673,840.      MT  (+/- 180 meters Scaled)
 CM0128
 CM0128                          SUPERSEDED SURVEY CONTROL
 CM0128
 CM0128  NGVD 29 (??/??/92)  211.304  (m)          693.25   (f) ADJ UNCH    2 0
 CM0128
 CM0128.Superseded values are not recommended for survey control.
 CM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0128.See file dsdata.txt to determine how the superseded data were derived.
 CM0128
 CM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB398073(NAD 83)
 CM0128_MARKER: DD = SURVEY DISK
 CM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0128_STAMPING: 11 E 23 693.253
 CM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0128+STABILITY: SURFACE MOTION
 CM0128
 CM0128  HISTORY     - Date     Condition        Report By
 CM0128  HISTORY     - UNK      MONUMENTED       GAGS
 CM0128  HISTORY     - 1954     GOOD             NGS
 CM0128
 CM0128                          STATION DESCRIPTION
 CM0128
 CM0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0128'2 MI SE FROM JUNCTION CITY.
 CM0128'LOCATED 2.0 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE
 CM0128'RAILROAD FROM THE STATION IN JUNCTION CITY, 717 FEET NORTH OF
 CM0128'MILEPOST 228 AND 9 FEET EAST OF THE EAST RAIL.  IT IS A STANDARD
 CM0128'STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 CM0128'WITH THE GROUND AND ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0132 ***********************************************************************
 CM0132  DESIGNATION -  11 E 26
 CM0132  PID         -  CM0132
 CM0132  STATE/COUNTY-  GA/TAYLOR
 CM0132  USGS QUAD   -  JUNCTION CITY (1985)
 CM0132
 CM0132                         *CURRENT SURVEY CONTROL
 CM0132  ___________________________________________________________________
 CM0132* NAD 83(1986)-  32 31 54.     (N)    084 26 28.     (W)     SCALED    
 CM0132* NAVD 88     -       226.558  (meters)     743.30   (feet)  ADJUSTED  
 CM0132  ___________________________________________________________________
 CM0132  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CM0132  DYNAMIC HT  -         226.296 (meters)     742.44  (feet)  COMP
 CM0132  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CM0132
 CM0132  VERT ORDER  -  SECOND    CLASS 0
 CM0132
 CM0132.The horizontal coordinates were scaled from a topographic map and have
 CM0132.an estimated accuracy of +/- 6 seconds.
 CM0132
 CM0132.The orthometric height was determined by differential leveling
 CM0132.and adjusted by the National Geodetic Survey in June 1991..
 CM0132
 CM0132.The geoid height was determined by GEOID03.
 CM0132
 CM0132.The dynamic height is computed by dividing the NAVD 88
 CM0132.geopotential number by the normal gravity value computed on the
 CM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0132.degrees latitude (g = 980.6199 gals.).
 CM0132
 CM0132.The modeled gravity was interpolated from observed gravity values.
 CM0132
 CM0132;                    North         East    Units  Estimated Accuracy
 CM0132;SPC GA W     -   280,700.      674,220.      MT  (+/- 180 meters Scaled)
 CM0132
 CM0132                          SUPERSEDED SURVEY CONTROL
 CM0132
 CM0132  NGVD 29 (??/??/92)  226.627  (m)          743.53   (f) ADJ UNCH    2 0
 CM0132
 CM0132.Superseded values are not recommended for survey control.
 CM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0132.See file dsdata.txt to determine how the superseded data were derived.
 CM0132
 CM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB403022(NAD 83)
 CM0132_MARKER: DD = SURVEY DISK
 CM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0132_STAMPING: 11 E 26
 CM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0132+STABILITY: SURFACE MOTION
 CM0132
 CM0132  HISTORY     - Date     Condition        Report By
 CM0132  HISTORY     - UNK      MONUMENTED       GAGS
 CM0132  HISTORY     - 1934     GOOD             NGS
 CM0132
 CM0132                          STATION DESCRIPTION
 CM0132
 CM0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0132'2.5 MI N FROM MAUK.
 CM0132'2.5 MILES NORTH ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0132'FROM THE STATION AT MAUK, TAYLOR COUNTY, 0.3 MILE SOUTH OF THE
 CM0132'ROAD CROSSING AT NORWICH, 140 YARDS SOUTH OF MILEPOST 225, 27 FEET
 CM0132'SOUTHWEST OF THE SOUTHWEST RAIL, AND SET IN THE TOP OF A CONCRETE
 CM0132'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0133 ***********************************************************************
 CM0133  DESIGNATION -  11 E 27
 CM0133  PID         -  CM0133
 CM0133  STATE/COUNTY-  GA/TAYLOR
 CM0133  USGS QUAD   -  JUNCTION CITY (1985)
 CM0133
 CM0133                         *CURRENT SURVEY CONTROL
 CM0133  ___________________________________________________________________
 CM0133* NAD 83(1994)-  32 30 08.39831(N)    084 25 15.78208(W)     ADJUSTED  
 CM0133* NAVD 88     -       237.729  (meters)     779.95   (feet)  ADJUSTED  
 CM0133  ___________________________________________________________________
 CM0133  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CM0133  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CM0133  DYNAMIC HT  -         237.456 (meters)     779.05  (feet)  COMP
 CM0133  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CM0133
 CM0133  HORZ ORDER  -  SECOND
 CM0133  VERT ORDER  -  SECOND    CLASS 0
 CM0133
 CM0133.The horizontal coordinates were established by classical geodetic methods
 CM0133.and adjusted by the National Geodetic Survey in September 1997..
 CM0133.No horizontal observational check was made to the station.
 CM0133
 CM0133.The orthometric height was determined by differential leveling
 CM0133.and adjusted by the National Geodetic Survey in June 1991..
 CM0133
 CM0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0133
 CM0133.The geoid height was determined by GEOID03.
 CM0133
 CM0133.The dynamic height is computed by dividing the NAVD 88
 CM0133.geopotential number by the normal gravity value computed on the
 CM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0133.degrees latitude (g = 980.6199 gals.).
 CM0133
 CM0133.The modeled gravity was interpolated from observed gravity values.
 CM0133
 CM0133;                    North         East     Units Scale Factor Converg.
 CM0133;SPC GA W     -   277,444.108   676,096.798   MT  0.99990704   -0 08 12.1
 CM0133;SPC GA W     -   910,247.88  2,218,160.91   sFT  0.99990704   -0 08 12.1
 CM0133;UTM  16      - 3,599,048.977   742,292.948   MT  1.00032398   +1 23 11.2
 CM0133
 CM0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0133!SPC GA W     -   0.99996684  x   0.99990704  =   0.99987388
 CM0133!UTM  16      -   0.99996684  x   1.00032398  =   1.00029081
 CM0133
 CM0133                          SUPERSEDED SURVEY CONTROL
 CM0133
 CM0133  NAD 83(1986)-  32 30 08.40319(N)    084 25 15.78117(W) AD(       ) 2
 CM0133  NAD 27      -  32 30 07.87928(N)    084 25 16.07183(W) AD(       ) 2
 CM0133  NGVD 29 (??/??/92)  237.80   (m)          780.2    (f) COMPUTED    2 0
 CM0133
 CM0133.Superseded values are not recommended for survey control.
 CM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0133.See file dsdata.txt to determine how the superseded data were derived.
 CM0133
 CM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4229399049(NAD 83)
 CM0133_MARKER: DD = SURVEY DISK
 CM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0133_STAMPING: 11 E 27
 CM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0133+STABILITY: SURFACE MOTION
 CM0133
 CM0133  HISTORY     - Date     Condition        Report By
 CM0133  HISTORY     - 1974     MONUMENTED       GAGS
 CM0133  HISTORY     - 1934     GOOD             NGS
 CM0133  HISTORY     - 1970     GOOD             USGS
 CM0133
 CM0133                          STATION DESCRIPTION
 CM0133
 CM0133'DESCRIBED BY GEORGIA GEODETIC SURVEY 1974 (LHW)
 CM0133'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF TAZEWELL, 7.5 MILES
 CM0133'SOUTH-SOUTHWEST OF JUNCTION CITY AND 200 FEET NORTHEAST OF THE POST
 CM0133'OFFICE IN MAUK.
 CM0133'
 CM0133'THE STATION MARK IS A STANDARD COAST AND GEODETIC AND STATE
 CM0133'SURVEY BENCH MARK DISK STAMPED 11 E 27.  IT IS SET IN THE TOP OF
 CM0133'A 4-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CM0133'SURFACE.  IT IS 73 FEET EAST-NORTHEAST OF THE CENTER OF STATE
 CM0133'HIGHWAY 90, 42 FEET SOUTHWEST OF THE WEST RAIL OF THE AB AND C
 CM0133'RAILROAD AND 0.8 OF A FOOT EAST OF A METAL WITNESS POST.
 CM0133'
 CM0133'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION MAUK
 CM0133'WHICH IS 738.243 METERS SOUTHWEST OF THE STATION.
 CM0133'
 CM0133'THIS STATION WAS REPORTED AS NOT BEING RECOVERED IN 1954.
 CM0133
 CM0133                          STATION RECOVERY (1934)
 CM0133
 CM0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CM0133'AT MAUK.
 CM0133'AT MAUK, TAYLOR COUNTY, 0.15 MILE NORTHWEST ALONG THE ATLANTA,
 CM0133'BIRMINGHAM AND COAST RAILROAD FROM THE STATION, 50 YARDS SOUTH OF
 CM0133'THE NORTH END OF A SIDETRACK, 42 FEET WEST OF THE WEST RAIL OF
 CM0133'THE MAIN TRACK, 30 FEET WEST OF THE WEST RAIL OF THE SIDETRACK,
 CM0133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 CM0133'GROUND.
 CM0133
 CM0133                          STATION RECOVERY (1970)
 CM0133
 CM0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0213 ***********************************************************************
 CM0213  DESIGNATION -  11 E 28
 CM0213  PID         -  CM0213
 CM0213  STATE/COUNTY-  GA/TAYLOR
 CM0213  USGS QUAD   -  TAZEWELL NORTH (1985)
 CM0213
 CM0213                         *CURRENT SURVEY CONTROL
 CM0213  ___________________________________________________________________
 CM0213* NAD 83(1986)-  32 29 45.     (N)    084 24 36.     (W)     SCALED    
 CM0213* NAVD 88     -       237.932  (meters)     780.62   (feet)  ADJUSTED  
 CM0213  ___________________________________________________________________
 CM0213  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM0213  DYNAMIC HT  -         237.659 (meters)     779.72  (feet)  COMP
 CM0213  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CM0213
 CM0213  VERT ORDER  -  SECOND    CLASS 0
 CM0213
 CM0213.The horizontal coordinates were scaled from a topographic map and have
 CM0213.an estimated accuracy of +/- 6 seconds.
 CM0213
 CM0213.The orthometric height was determined by differential leveling
 CM0213.and adjusted by the National Geodetic Survey in June 1991..
 CM0213
 CM0213.The geoid height was determined by GEOID03.
 CM0213
 CM0213.The dynamic height is computed by dividing the NAVD 88
 CM0213.geopotential number by the normal gravity value computed on the
 CM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0213.degrees latitude (g = 980.6199 gals.).
 CM0213
 CM0213.The modeled gravity was interpolated from observed gravity values.
 CM0213
 CM0213;                    North         East    Units  Estimated Accuracy
 CM0213;SPC GA W     -   276,720.      677,130.      MT  (+/- 180 meters Scaled)
 CM0213
 CM0213                          SUPERSEDED SURVEY CONTROL
 CM0213
 CM0213  NGVD 29 (??/??/92)  238.005  (m)          780.85   (f) ADJ UNCH    2 0
 CM0213
 CM0213.Superseded values are not recommended for survey control.
 CM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0213.See file dsdata.txt to determine how the superseded data were derived.
 CM0213
 CM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA433983(NAD 83)
 CM0213_MARKER: DD = SURVEY DISK
 CM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0213_STAMPING: 11 E 28
 CM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0213+STABILITY: SURFACE MOTION
 CM0213
 CM0213  HISTORY     - Date     Condition        Report By
 CM0213  HISTORY     - UNK      MONUMENTED       GAGS
 CM0213  HISTORY     - 1934     GOOD             NGS
 CM0213  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0213
 CM0213                          STATION DESCRIPTION
 CM0213
 CM0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0213'0.6 MI SE FROM MAUK.
 CM0213'0.6 MILE SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0213'FROM THE STATION AT MAUK, TAYLOR COUNTY, ABOUT 250 YARDS SOUTHEAST
 CM0213'OF MILEPOST 222, 16 FEET NORTHEAST OF A SWITCH STAND AT THE
 CM0213'SOUTHEAST END OF A SIDETRACK, 19 FEET NORTH OF THE NORTH RAIL, AND
 CM0213'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CM0213
 CM0213                          STATION RECOVERY (1971)
 CM0213
 CM0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0214 ***********************************************************************
 CM0214  DESIGNATION -  11 E 29
 CM0214  PID         -  CM0214
 CM0214  STATE/COUNTY-  GA/TAYLOR
 CM0214  USGS QUAD   -  TAZEWELL NORTH (1985)
 CM0214
 CM0214                         *CURRENT SURVEY CONTROL
 CM0214  ___________________________________________________________________
 CM0214* NAD 83(1986)-  32 28 36.     (N)    084 23 23.     (W)     SCALED    
 CM0214* NAVD 88     -       224.552  (meters)     736.72   (feet)  ADJUSTED  
 CM0214  ___________________________________________________________________
 CM0214  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM0214  DYNAMIC HT  -         224.295 (meters)     735.87  (feet)  COMP
 CM0214  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 CM0214
 CM0214  VERT ORDER  -  SECOND    CLASS 0
 CM0214
 CM0214.The horizontal coordinates were scaled from a topographic map and have
 CM0214.an estimated accuracy of +/- 6 seconds.
 CM0214
 CM0214.The orthometric height was determined by differential leveling
 CM0214.and adjusted by the National Geodetic Survey in June 1991..
 CM0214
 CM0214.The geoid height was determined by GEOID03.
 CM0214
 CM0214.The dynamic height is computed by dividing the NAVD 88
 CM0214.geopotential number by the normal gravity value computed on the
 CM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0214.degrees latitude (g = 980.6199 gals.).
 CM0214
 CM0214.The modeled gravity was interpolated from observed gravity values.
 CM0214
 CM0214;                    North         East    Units  Estimated Accuracy
 CM0214;SPC GA W     -   274,590.      679,040.      MT  (+/- 180 meters Scaled)
 CM0214
 CM0214                          SUPERSEDED SURVEY CONTROL
 CM0214
 CM0214  NGVD 29 (??/??/92)  224.629  (m)          736.97   (f) ADJ UNCH    2 0
 CM0214
 CM0214.Superseded values are not recommended for survey control.
 CM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0214.See file dsdata.txt to determine how the superseded data were derived.
 CM0214
 CM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA453962(NAD 83)
 CM0214_MARKER: DD = SURVEY DISK
 CM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0214_STAMPING: 11 E 29
 CM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0214+STABILITY: SURFACE MOTION
 CM0214
 CM0214  HISTORY     - Date     Condition        Report By
 CM0214  HISTORY     - UNK      MONUMENTED       GAGS
 CM0214  HISTORY     - 1934     GOOD             NGS
 CM0214  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0214
 CM0214                          STATION DESCRIPTION
 CM0214
 CM0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0214'2 MI NW FROM CHARING.
 CM0214'2.0 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0214'FROM THE STATION AT CHARING, TAYLOR COUNTY, 60 YARDS WEST OF
 CM0214'MILEPOST 220, 14 FEET SOUTH OF THE SOUTH RAIL, AND SET IN THE TOP
 CM0214'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CM0214
 CM0214                          STATION RECOVERY (1971)
 CM0214
 CM0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0215 ***********************************************************************
 CM0215  DESIGNATION -  11 E 30
 CM0215  PID         -  CM0215
 CM0215  STATE/COUNTY-  GA/TAYLOR
 CM0215  USGS QUAD   -  TAZEWELL NORTH (1985)
 CM0215
 CM0215                         *CURRENT SURVEY CONTROL
 CM0215  ___________________________________________________________________
 CM0215* NAD 83(1986)-  32 28 21.     (N)    084 22 32.     (W)     SCALED    
 CM0215* NAVD 88     -       210.264  (meters)     689.84   (feet)  ADJUSTED  
 CM0215  ___________________________________________________________________
 CM0215  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0215  DYNAMIC HT  -         210.023 (meters)     689.05  (feet)  COMP
 CM0215  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CM0215
 CM0215  VERT ORDER  -  SECOND    CLASS 0
 CM0215
 CM0215.The horizontal coordinates were scaled from a topographic map and have
 CM0215.an estimated accuracy of +/- 6 seconds.
 CM0215
 CM0215.The orthometric height was determined by differential leveling
 CM0215.and adjusted by the National Geodetic Survey in June 1991..
 CM0215
 CM0215.The geoid height was determined by GEOID03.
 CM0215
 CM0215.The dynamic height is computed by dividing the NAVD 88
 CM0215.geopotential number by the normal gravity value computed on the
 CM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0215.degrees latitude (g = 980.6199 gals.).
 CM0215
 CM0215.The modeled gravity was interpolated from observed gravity values.
 CM0215
 CM0215;                    North         East    Units  Estimated Accuracy
 CM0215;SPC GA W     -   274,130.      680,370.      MT  (+/- 180 meters Scaled)
 CM0215
 CM0215                          SUPERSEDED SURVEY CONTROL
 CM0215
 CM0215  NGVD 29 (??/??/92)  210.343  (m)          690.10   (f) ADJ UNCH    2 0
 CM0215
 CM0215.Superseded values are not recommended for survey control.
 CM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0215.See file dsdata.txt to determine how the superseded data were derived.
 CM0215
 CM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA466958(NAD 83)
 CM0215_MARKER: DD = SURVEY DISK
 CM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0215_STAMPING: 11 E 30
 CM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0215+STABILITY: SURFACE MOTION
 CM0215
 CM0215  HISTORY     - Date     Condition        Report By
 CM0215  HISTORY     - UNK      MONUMENTED       GAGS
 CM0215  HISTORY     - 1934     GOOD             NGS
 CM0215  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0215
 CM0215                          STATION DESCRIPTION
 CM0215
 CM0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0215'1.2 MI NW FROM CHARING.
 CM0215'1.2 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0215'RAILROAD FROM THE STATION AT CHARING, TAYLOR COUNTY, 0.2 MILE
 CM0215'NORTHWEST OF MILEPOST 219, 9 FEET NORTH OF THE NORTH RAIL, AND SET
 CM0215'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CM0215
 CM0215                          STATION RECOVERY (1971)
 CM0215
 CM0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0217 ***********************************************************************
 CM0217  DESIGNATION -  11 E 32
 CM0217  PID         -  CM0217
 CM0217  STATE/COUNTY-  GA/TAYLOR
 CM0217  USGS QUAD   -  RUPERT (1971)
 CM0217
 CM0217                         *CURRENT SURVEY CONTROL
 CM0217  ___________________________________________________________________
 CM0217* NAD 83(1986)-  32 27 38.     (N)    084 21 10.     (W)     SCALED    
 CM0217* NAVD 88     -       189.667  (meters)     622.27   (feet)  ADJUSTED  
 CM0217  ___________________________________________________________________
 CM0217  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CM0217  DYNAMIC HT  -         189.450 (meters)     621.55  (feet)  COMP
 CM0217  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CM0217
 CM0217  VERT ORDER  -  SECOND    CLASS 0
 CM0217
 CM0217.The horizontal coordinates were scaled from a topographic map and have
 CM0217.an estimated accuracy of +/- 6 seconds.
 CM0217
 CM0217.The orthometric height was determined by differential leveling
 CM0217.and adjusted by the National Geodetic Survey in June 1991..
 CM0217
 CM0217.The geoid height was determined by GEOID03.
 CM0217
 CM0217.The dynamic height is computed by dividing the NAVD 88
 CM0217.geopotential number by the normal gravity value computed on the
 CM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0217.degrees latitude (g = 980.6199 gals.).
 CM0217
 CM0217.The modeled gravity was interpolated from observed gravity values.
 CM0217
 CM0217;                    North         East    Units  Estimated Accuracy
 CM0217;SPC GA W     -   272,800.      682,500.      MT  (+/- 180 meters Scaled)
 CM0217
 CM0217                          SUPERSEDED SURVEY CONTROL
 CM0217
 CM0217  NGVD 29 (??/??/92)  189.751  (m)          622.54   (f) ADJ UNCH    2 0
 CM0217
 CM0217.Superseded values are not recommended for survey control.
 CM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0217.See file dsdata.txt to determine how the superseded data were derived.
 CM0217
 CM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA488945(NAD 83)
 CM0217_MARKER: DD = SURVEY DISK
 CM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0217_STAMPING: 11 E 32
 CM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0217+STABILITY: SURFACE MOTION
 CM0217
 CM0217  HISTORY     - Date     Condition        Report By
 CM0217  HISTORY     - UNK      MONUMENTED       GAGS
 CM0217  HISTORY     - 1934     GOOD             NGS
 CM0217
 CM0217                          STATION DESCRIPTION
 CM0217
 CM0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0217'0.5 MI SE FROM CHARING.
 CM0217'0.5 MILE SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0217'FROM THE STATION AT CHARING, TAYLOR COUNTY, ON THE SIDE OF A CUT,
 CM0217'AT A CURVE FROM SOUTHEAST TO SOUTH, 21 FEET NORTHEAST OF THE
 CM0217'NORTHEAST RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0217'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0218 ***********************************************************************
 CM0218  DESIGNATION -  11 E 33
 CM0218  PID         -  CM0218
 CM0218  STATE/COUNTY-  GA/TAYLOR
 CM0218  USGS QUAD   -  RUPERT (1971)
 CM0218
 CM0218                         *CURRENT SURVEY CONTROL
 CM0218  ___________________________________________________________________
 CM0218* NAD 83(1986)-  32 27 03.     (N)    084 19 29.     (W)     SCALED    
 CM0218* NAVD 88     -       161.315  (meters)     529.25   (feet)  ADJUSTED  
 CM0218  ___________________________________________________________________
 CM0218  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CM0218  DYNAMIC HT  -         161.132 (meters)     528.65  (feet)  COMP
 CM0218  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CM0218
 CM0218  VERT ORDER  -  SECOND    CLASS 0
 CM0218
 CM0218.The horizontal coordinates were scaled from a topographic map and have
 CM0218.an estimated accuracy of +/- 6 seconds.
 CM0218
 CM0218.The orthometric height was determined by differential leveling
 CM0218.and adjusted by the National Geodetic Survey in June 1991..
 CM0218
 CM0218.The geoid height was determined by GEOID03.
 CM0218
 CM0218.The dynamic height is computed by dividing the NAVD 88
 CM0218.geopotential number by the normal gravity value computed on the
 CM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0218.degrees latitude (g = 980.6199 gals.).
 CM0218
 CM0218.The modeled gravity was interpolated from observed gravity values.
 CM0218
 CM0218;                    North         East    Units  Estimated Accuracy
 CM0218;SPC GA W     -   271,720.      685,140.      MT  (+/- 180 meters Scaled)
 CM0218
 CM0218                          SUPERSEDED SURVEY CONTROL
 CM0218
 CM0218  NGVD 29 (??/??/92)  161.406  (m)          529.55   (f) ADJ UNCH    2 0
 CM0218
 CM0218.Superseded values are not recommended for survey control.
 CM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0218.See file dsdata.txt to determine how the superseded data were derived.
 CM0218
 CM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA514935(NAD 83)
 CM0218_MARKER: DD = SURVEY DISK
 CM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0218_STAMPING: 11 E 33
 CM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0218+STABILITY: SURFACE MOTION
 CM0218
 CM0218  HISTORY     - Date     Condition        Report By
 CM0218  HISTORY     - UNK      MONUMENTED       GAGS
 CM0218  HISTORY     - 1934     GOOD             NGS
 CM0218  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0218
 CM0218                          STATION DESCRIPTION
 CM0218
 CM0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0218'2.2 MI SE FROM CHARING.
 CM0218'2.2 MILES SOUTHEAST ALONG THE ATLANTA BIRMINGHAM AND COAST RAILROAD
 CM0218'FROM THE STATION AT CHARING, TAYLOR COUNTY, 0.2 MILE SOUTHEAST OF
 CM0218'MILEPOST 216, IN A CUT, AT A CURVE TO THE EAST, 6 FEET SOUTH OF
 CM0218'THE SOUTH RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0218'2 INCHES ABOVE GROUND.
 CM0218
 CM0218                          STATION RECOVERY (1971)
 CM0218
 CM0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0219 ***********************************************************************
 CM0219  DESIGNATION -  11 E 34
 CM0219  PID         -  CM0219
 CM0219  STATE/COUNTY-  GA/TAYLOR
 CM0219  USGS QUAD   -  RUPERT (1971)
 CM0219
 CM0219                         *CURRENT SURVEY CONTROL
 CM0219  ___________________________________________________________________
 CM0219* NAD 83(1986)-  32 27 04.     (N)    084 19 08.     (W)     SCALED    
 CM0219* NAVD 88     -       157.027  (meters)     515.18   (feet)  ADJUSTED  
 CM0219  ___________________________________________________________________
 CM0219  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CM0219  DYNAMIC HT  -         156.850 (meters)     514.60  (feet)  COMP
 CM0219  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CM0219
 CM0219  VERT ORDER  -  SECOND    CLASS 0
 CM0219
 CM0219.The horizontal coordinates were scaled from a topographic map and have
 CM0219.an estimated accuracy of +/- 6 seconds.
 CM0219
 CM0219.The orthometric height was determined by differential leveling
 CM0219.and adjusted by the National Geodetic Survey in June 1991..
 CM0219
 CM0219.The geoid height was determined by GEOID03.
 CM0219
 CM0219.The dynamic height is computed by dividing the NAVD 88
 CM0219.geopotential number by the normal gravity value computed on the
 CM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0219.degrees latitude (g = 980.6199 gals.).
 CM0219
 CM0219.The modeled gravity was interpolated from observed gravity values.
 CM0219
 CM0219;                    North         East    Units  Estimated Accuracy
 CM0219;SPC GA W     -   271,750.      685,690.      MT  (+/- 180 meters Scaled)
 CM0219
 CM0219                          SUPERSEDED SURVEY CONTROL
 CM0219
 CM0219  NGVD 29 (??/??/92)  157.118  (m)          515.48   (f) ADJ UNCH    2 0
 CM0219
 CM0219.Superseded values are not recommended for survey control.
 CM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0219.See file dsdata.txt to determine how the superseded data were derived.
 CM0219
 CM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA520936(NAD 83)
 CM0219_MARKER: DD = SURVEY DISK
 CM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0219_STAMPING: 11 E 34
 CM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0219+STABILITY: SURFACE MOTION
 CM0219
 CM0219  HISTORY     - Date     Condition        Report By
 CM0219  HISTORY     - UNK      MONUMENTED       GAGS
 CM0219  HISTORY     - 1934     GOOD             NGS
 CM0219  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0219
 CM0219                          STATION DESCRIPTION
 CM0219
 CM0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0219'2.4 MI NW FROM RUPERT.
 CM0219'2.4 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0219'FROM THE STATION AT RUPERT, TAYLOR COUNTY, 80 YARDS EAST OF A ROAD
 CM0219'CROSSING, AT THE EAST END OF A CUT, 6 FEET NORTH OF THE NORTH
 CM0219'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CM0219'ABOVE GROUND.
 CM0219
 CM0219                          STATION RECOVERY (1971)
 CM0219
 CM0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0221 ***********************************************************************
 CM0221  DESIGNATION -  11 E 36
 CM0221  PID         -  CM0221
 CM0221  STATE/COUNTY-  GA/TAYLOR
 CM0221  USGS QUAD   -  RUPERT (1971)
 CM0221
 CM0221                         *CURRENT SURVEY CONTROL
 CM0221  ___________________________________________________________________
 CM0221* NAD 83(1986)-  32 26 24.     (N)    084 16 42.     (W)     SCALED    
 CM0221* NAVD 88     -       133.072  (meters)     436.59   (feet)  ADJUSTED  
 CM0221  ___________________________________________________________________
 CM0221  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CM0221  DYNAMIC HT  -         132.924 (meters)     436.10  (feet)  COMP
 CM0221  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CM0221
 CM0221  VERT ORDER  -  SECOND    CLASS 0
 CM0221
 CM0221.The horizontal coordinates were scaled from a topographic map and have
 CM0221.an estimated accuracy of +/- 6 seconds.
 CM0221
 CM0221.The orthometric height was determined by differential leveling
 CM0221.and adjusted by the National Geodetic Survey in June 1991..
 CM0221
 CM0221.The geoid height was determined by GEOID03.
 CM0221
 CM0221.The dynamic height is computed by dividing the NAVD 88
 CM0221.geopotential number by the normal gravity value computed on the
 CM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0221.degrees latitude (g = 980.6199 gals.).
 CM0221
 CM0221.The modeled gravity was interpolated from observed gravity values.
 CM0221
 CM0221;                    North         East    Units  Estimated Accuracy
 CM0221;SPC GA W     -   270,510.      689,500.      MT  (+/- 180 meters Scaled)
 CM0221
 CM0221                          SUPERSEDED SURVEY CONTROL
 CM0221
 CM0221  NGVD 29 (??/??/92)  133.171  (m)          436.91   (f) ADJ UNCH    2 0
 CM0221
 CM0221.Superseded values are not recommended for survey control.
 CM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0221.See file dsdata.txt to determine how the superseded data were derived.
 CM0221
 CM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA558924(NAD 83)
 CM0221_MARKER: Z = SEE DESCRIPTION
 CM0221_SETTING: 0 = UNSPECIFIED SETTING
 CM0221_STAMPING: 11 E 36
 CM0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0221
 CM0221  HISTORY     - Date     Condition        Report By
 CM0221  HISTORY     - UNK      MONUMENTED       CGS
 CM0221  HISTORY     - 1971     SEE DESCRIPTION  USGS
 CM0221
 CM0221                          STATION DESCRIPTION
 CM0221
 CM0221'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CM0221'NEAR RUPERT.
 CM0221'ON THE SOUTH SIDE OF SEABOARD COAST LINE RR.  ABOUT 600 FT SOUTH
 CM0221'OF FORMER SITE OF DEPOT IN RUPERT, 64 FT EAST OF CENTER LINE OF
 CM0221'OVERHEAD HIGHWAY BRIDGE ON U. S. 19, 352 FT SOUTH OF MILEPOST
 CM0221'FORMERLY NUMBERED 213, (NUMBERS STILL SHOW ON NORTH SIDE OF
 CM0221'MILEPOST), 4 FEET FROM THE SOUTH RAIL, 22 FEET NE OF A TELEPHONE
 CM0221'POLE, AND UNDER ABOUT 18 INCHES OF RAILROAD BALLAST ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0222 ***********************************************************************
 CM0222  DESIGNATION -  11 E 38
 CM0222  PID         -  CM0222
 CM0222  STATE/COUNTY-  GA/TAYLOR
 CM0222  USGS QUAD   -  RUPERT (1971)
 CM0222
 CM0222                         *CURRENT SURVEY CONTROL
 CM0222  ___________________________________________________________________
 CM0222* NAD 83(1986)-  32 26 21.     (N)    084 16 06.     (W)     SCALED    
 CM0222* NAVD 88     -       132.863  (meters)     435.90   (feet)  ADJUSTED  
 CM0222  ___________________________________________________________________
 CM0222  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CM0222  DYNAMIC HT  -         132.715 (meters)     435.42  (feet)  COMP
 CM0222  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CM0222
 CM0222  VERT ORDER  -  SECOND    CLASS 0
 CM0222
 CM0222.The horizontal coordinates were scaled from a topographic map and have
 CM0222.an estimated accuracy of +/- 6 seconds.
 CM0222
 CM0222.The orthometric height was determined by differential leveling
 CM0222.and adjusted by the National Geodetic Survey in June 1991..
 CM0222
 CM0222.The geoid height was determined by GEOID03.
 CM0222
 CM0222.The dynamic height is computed by dividing the NAVD 88
 CM0222.geopotential number by the normal gravity value computed on the
 CM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0222.degrees latitude (g = 980.6199 gals.).
 CM0222
 CM0222.The modeled gravity was interpolated from observed gravity values.
 CM0222
 CM0222;                    North         East    Units  Estimated Accuracy
 CM0222;SPC GA W     -   270,420.      690,440.      MT  (+/- 180 meters Scaled)
 CM0222
 CM0222                          SUPERSEDED SURVEY CONTROL
 CM0222
 CM0222  NGVD 29 (??/??/92)  132.963  (m)          436.23   (f) ADJ UNCH    2 0
 CM0222
 CM0222.Superseded values are not recommended for survey control.
 CM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0222.See file dsdata.txt to determine how the superseded data were derived.
 CM0222
 CM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA568924(NAD 83)
 CM0222_MARKER: DD = SURVEY DISK
 CM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0222_STAMPING: 11 E 38
 CM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0222+STABILITY: SURFACE MOTION
 CM0222
 CM0222  HISTORY     - Date     Condition        Report By
 CM0222  HISTORY     - UNK      MONUMENTED       GAGS
 CM0222  HISTORY     - 1934     GOOD             NGS
 CM0222  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0222
 CM0222                          STATION DESCRIPTION
 CM0222
 CM0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0222'0.7 MI SE FROM RUPERT.
 CM0222'0.7 MILE SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0222'FROM THE STATION AT RUPERT, TAYLOR COUNTY, 0.2 MILE NORTH OF
 CM0222'MILEPOST 212, AT A CURVE FROM SOUTHEAST TO SOUTH, 51 FEET NORTHEAST
 CM0222'OF THE NORTHEAST RAIL, AND SET IN THE TOP OF A CONCRETE POST
 CM0222'PROJECTING 2 INCHES ABOVE GROUND.
 CM0222
 CM0222                          STATION RECOVERY (1971)
 CM0222
 CM0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0223 ***********************************************************************
 CM0223  DESIGNATION -  11 E 39
 CM0223  PID         -  CM0223
 CM0223  STATE/COUNTY-  GA/TAYLOR
 CM0223  USGS QUAD   -  IDEAL NORTH (1971)
 CM0223
 CM0223                         *CURRENT SURVEY CONTROL
 CM0223  ___________________________________________________________________
 CM0223* NAD 83(1986)-  32 25 17.     (N)    084 14 41.     (W)     SCALED    
 CM0223* NAVD 88     -       119.272  (meters)     391.31   (feet)  ADJUSTED  
 CM0223  ___________________________________________________________________
 CM0223  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM0223  DYNAMIC HT  -         119.139 (meters)     390.88  (feet)  COMP
 CM0223  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CM0223
 CM0223  VERT ORDER  -  SECOND    CLASS 0
 CM0223
 CM0223.The horizontal coordinates were scaled from a topographic map and have
 CM0223.an estimated accuracy of +/- 6 seconds.
 CM0223
 CM0223.The orthometric height was determined by differential leveling
 CM0223.and adjusted by the National Geodetic Survey in June 1991..
 CM0223
 CM0223.The geoid height was determined by GEOID03.
 CM0223
 CM0223.The dynamic height is computed by dividing the NAVD 88
 CM0223.geopotential number by the normal gravity value computed on the
 CM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0223.degrees latitude (g = 980.6199 gals.).
 CM0223
 CM0223.The modeled gravity was interpolated from observed gravity values.
 CM0223
 CM0223;                    North         East    Units  Estimated Accuracy
 CM0223;SPC GA W     -   268,440.      692,660.      MT  (+/- 180 meters Scaled)
 CM0223
 CM0223                          SUPERSEDED SURVEY CONTROL
 CM0223
 CM0223  NGVD 29 (??/??/92)  119.375  (m)          391.65   (f) ADJ UNCH    2 0
 CM0223
 CM0223.Superseded values are not recommended for survey control.
 CM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0223.See file dsdata.txt to determine how the superseded data were derived.
 CM0223
 CM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA590904(NAD 83)
 CM0223_MARKER: DD = SURVEY DISK
 CM0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0223_STAMPING: 11 E 39
 CM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0223+STABILITY: SURFACE MOTION
 CM0223
 CM0223  HISTORY     - Date     Condition        Report By
 CM0223  HISTORY     - UNK      MONUMENTED       GAGS
 CM0223  HISTORY     - 1934     GOOD             NGS
 CM0223  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0223
 CM0223                          STATION DESCRIPTION
 CM0223
 CM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0223'2.6 MI SE FROM RUPERT.
 CM0223'2.6 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0223'RAILROAD FROM THE STATION AT RUPERT, TAYLOR COUNTY, 1.6 MILES
 CM0223'NORTHWEST OF SOUTHLAND, 0.5 MILE NORTHWEST OF MILEPOST 210, 7 FEET
 CM0223'SOUTHWEST OF THE SOUTHWEST RAIL, AND SET IN THE TOP OF A CONCRETE
 CM0223'POST PROJECTING 2 INCHES ABOVE GROUND.
 CM0223
 CM0223                          STATION RECOVERY (1971)
 CM0223
 CM0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0224 ***********************************************************************
 CM0224  DESIGNATION -  11 E 40
 CM0224  PID         -  CM0224
 CM0224  STATE/COUNTY-  GA/TAYLOR
 CM0224  USGS QUAD   -  IDEAL NORTH (1971)
 CM0224
 CM0224                         *CURRENT SURVEY CONTROL
 CM0224  ___________________________________________________________________
 CM0224* NAD 83(1986)-  32 24 52.     (N)    084 14 22.     (W)     SCALED    
 CM0224* NAVD 88     -       116.881  (meters)     383.47   (feet)  ADJUSTED  
 CM0224  ___________________________________________________________________
 CM0224  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CM0224  DYNAMIC HT  -         116.751 (meters)     383.04  (feet)  COMP
 CM0224  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CM0224
 CM0224  VERT ORDER  -  SECOND    CLASS 0
 CM0224
 CM0224.The horizontal coordinates were scaled from a topographic map and have
 CM0224.an estimated accuracy of +/- 6 seconds.
 CM0224
 CM0224.The orthometric height was determined by differential leveling
 CM0224.and adjusted by the National Geodetic Survey in June 1991..
 CM0224
 CM0224.The geoid height was determined by GEOID03.
 CM0224
 CM0224.The dynamic height is computed by dividing the NAVD 88
 CM0224.geopotential number by the normal gravity value computed on the
 CM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0224.degrees latitude (g = 980.6199 gals.).
 CM0224
 CM0224.The modeled gravity was interpolated from observed gravity values.
 CM0224
 CM0224;                    North         East    Units  Estimated Accuracy
 CM0224;SPC GA W     -   267,670.      693,160.      MT  (+/- 180 meters Scaled)
 CM0224
 CM0224                          SUPERSEDED SURVEY CONTROL
 CM0224
 CM0224  NGVD 29 (??/??/92)  116.985  (m)          383.81   (f) ADJ UNCH    2 0
 CM0224
 CM0224.Superseded values are not recommended for survey control.
 CM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0224.See file dsdata.txt to determine how the superseded data were derived.
 CM0224
 CM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA596897(NAD 83)
 CM0224_MARKER: DD = SURVEY DISK
 CM0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0224_STAMPING: 11 E 40
 CM0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0224+STABILITY: SURFACE MOTION
 CM0224
 CM0224  HISTORY     - Date     Condition        Report By
 CM0224  HISTORY     - UNK      MONUMENTED       GAGS
 CM0224  HISTORY     - 1934     GOOD             NGS
 CM0224  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0224
 CM0224                          STATION DESCRIPTION
 CM0224
 CM0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0224'4.1 MI NW FROM IDEAL.
 CM0224'IN TAYLOR COUNTY, 4.1 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM
 CM0224'AND COAST RAILROAD FROM THE STATION AT IDEAL, MACON COUNTY,
 CM0224'1.0 MILE NORTHWEST OF SOUTHLAND, TAYLOR COUNTY, 190 YARDS SOUTHEAST
 CM0224'OF MILEPOST 210, 4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND SET
 CM0224'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CM0224
 CM0224                          STATION RECOVERY (1971)
 CM0224
 CM0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0225 ***********************************************************************
 CM0225  DESIGNATION -  11 E 41
 CM0225  PID         -  CM0225
 CM0225  STATE/COUNTY-  GA/MACON
 CM0225  USGS QUAD   -  IDEAL NORTH (1971)
 CM0225
 CM0225                         *CURRENT SURVEY CONTROL
 CM0225  ___________________________________________________________________
 CM0225* NAD 83(1986)-  32 23 38.     (N)    084 12 53.     (W)     SCALED    
 CM0225* NAVD 88     -       108.915  (meters)     357.33   (feet)  ADJUSTED  
 CM0225  ___________________________________________________________________
 CM0225  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM0225  DYNAMIC HT  -         108.793 (meters)     356.93  (feet)  COMP
 CM0225  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 CM0225
 CM0225  VERT ORDER  -  SECOND    CLASS 0
 CM0225
 CM0225.The horizontal coordinates were scaled from a topographic map and have
 CM0225.an estimated accuracy of +/- 6 seconds.
 CM0225
 CM0225.The orthometric height was determined by differential leveling
 CM0225.and adjusted by the National Geodetic Survey in June 1991..
 CM0225
 CM0225.The geoid height was determined by GEOID03.
 CM0225
 CM0225.The dynamic height is computed by dividing the NAVD 88
 CM0225.geopotential number by the normal gravity value computed on the
 CM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0225.degrees latitude (g = 980.6199 gals.).
 CM0225
 CM0225.The modeled gravity was interpolated from observed gravity values.
 CM0225
 CM0225;                    North         East    Units  Estimated Accuracy
 CM0225;SPC GA W     -   265,390.      695,480.      MT  (+/- 180 meters Scaled)
 CM0225
 CM0225                          SUPERSEDED SURVEY CONTROL
 CM0225
 CM0225  NGVD 29 (??/??/92)  109.026  (m)          357.70   (f) ADJ UNCH    2 0
 CM0225
 CM0225.Superseded values are not recommended for survey control.
 CM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0225.See file dsdata.txt to determine how the superseded data were derived.
 CM0225
 CM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA619875(NAD 83)
 CM0225_MARKER: DD = SURVEY DISK
 CM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0225_STAMPING: 11 E 41
 CM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0225+STABILITY: SURFACE MOTION
 CM0225
 CM0225  HISTORY     - Date     Condition        Report By
 CM0225  HISTORY     - UNK      MONUMENTED       GAGS
 CM0225  HISTORY     - 1934     GOOD             NGS
 CM0225  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0225
 CM0225                          STATION DESCRIPTION
 CM0225
 CM0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0225'2 MI NW FROM IDEAL.
 CM0225'2.0 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0225'RAILROAD FROM THE STATION AT IDEAL, MACON COUNTY, 0.2 MILE SOUTHEAST
 CM0225'OF MILEPOST 208, 100 YARDS NORTHWEST OF A FARM-ROAD CROSSING,
 CM0225'4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND SET IN THE TOP OF A
 CM0225'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CM0225
 CM0225                          STATION RECOVERY (1971)
 CM0225
 CM0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0226 ***********************************************************************
 CM0226  DESIGNATION -  11 E 42
 CM0226  PID         -  CM0226
 CM0226  STATE/COUNTY-  GA/MACON
 CM0226  USGS QUAD   -  IDEAL NORTH (1971)
 CM0226
 CM0226                         *CURRENT SURVEY CONTROL
 CM0226  ___________________________________________________________________
 CM0226* NAD 83(1986)-  32 23 19.     (N)    084 12 16.     (W)     SCALED    
 CM0226* NAVD 88     -       108.473  (meters)     355.88   (feet)  ADJUSTED  
 CM0226  ___________________________________________________________________
 CM0226  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM0226  DYNAMIC HT  -         108.352 (meters)     355.48  (feet)  COMP
 CM0226  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CM0226
 CM0226  VERT ORDER  -  SECOND    CLASS 0
 CM0226
 CM0226.The horizontal coordinates were scaled from a topographic map and have
 CM0226.an estimated accuracy of +/- 6 seconds.
 CM0226
 CM0226.The orthometric height was determined by differential leveling
 CM0226.and adjusted by the National Geodetic Survey in June 1991..
 CM0226
 CM0226.The geoid height was determined by GEOID03.
 CM0226
 CM0226.The dynamic height is computed by dividing the NAVD 88
 CM0226.geopotential number by the normal gravity value computed on the
 CM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0226.degrees latitude (g = 980.6199 gals.).
 CM0226
 CM0226.The modeled gravity was interpolated from observed gravity values.
 CM0226
 CM0226;                    North         East    Units  Estimated Accuracy
 CM0226;SPC GA W     -   264,810.      696,450.      MT  (+/- 180 meters Scaled)
 CM0226
 CM0226                          SUPERSEDED SURVEY CONTROL
 CM0226
 CM0226  NGVD 29 (??/??/92)  108.584  (m)          356.25   (f) ADJ UNCH    2 0
 CM0226
 CM0226.Superseded values are not recommended for survey control.
 CM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0226.See file dsdata.txt to determine how the superseded data were derived.
 CM0226
 CM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA629869(NAD 83)
 CM0226_MARKER: DD = SURVEY DISK
 CM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0226_STAMPING: 11 E 42
 CM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0226+STABILITY: SURFACE MOTION
 CM0226
 CM0226  HISTORY     - Date     Condition        Report By
 CM0226  HISTORY     - UNK      MONUMENTED       GAGS
 CM0226  HISTORY     - 1934     GOOD             NGS
 CM0226
 CM0226                          STATION DESCRIPTION
 CM0226
 CM0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0226'1.3 MI NW FROM IDEAL.
 CM0226'1.3 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0226'RAILROAD FROM THE STATION AT IDEAL, MACON COUNTY, 0.1 MILE
 CM0226'NORTHWEST OF MILEPOST 207, ON THE SIDE OF A CUT, 23 FEET NORTHEAST
 CM0226'OF THE NORTHEAST RAIL, AND SET IN THE TOP OF A CONCRETE POST
 CM0226'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0227 ***********************************************************************
 CM0227  DESIGNATION -  11 E 43
 CM0227  PID         -  CM0227
 CM0227  STATE/COUNTY-  GA/MACON
 CM0227  USGS QUAD   -  IDEAL NORTH (1971)
 CM0227
 CM0227                         *CURRENT SURVEY CONTROL
 CM0227  ___________________________________________________________________
 CM0227* NAD 83(1986)-  32 22 37.     (N)    084 11 04.     (W)     SCALED    
 CM0227* NAVD 88     -       100.760  (meters)     330.58   (feet)  ADJUSTED  
 CM0227  ___________________________________________________________________
 CM0227  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CM0227  DYNAMIC HT  -         100.648 (meters)     330.21  (feet)  COMP
 CM0227  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 CM0227
 CM0227  VERT ORDER  -  SECOND    CLASS 0
 CM0227
 CM0227.The horizontal coordinates were scaled from a topographic map and have
 CM0227.an estimated accuracy of +/- 6 seconds.
 CM0227
 CM0227.The orthometric height was determined by differential leveling
 CM0227.and adjusted by the National Geodetic Survey in June 1991..
 CM0227
 CM0227.The geoid height was determined by GEOID03.
 CM0227
 CM0227.The dynamic height is computed by dividing the NAVD 88
 CM0227.geopotential number by the normal gravity value computed on the
 CM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0227.degrees latitude (g = 980.6199 gals.).
 CM0227
 CM0227.The modeled gravity was interpolated from observed gravity values.
 CM0227
 CM0227;                    North         East    Units  Estimated Accuracy
 CM0227;SPC GA W     -   263,510.      698,330.      MT  (+/- 180 meters Scaled)
 CM0227
 CM0227                          SUPERSEDED SURVEY CONTROL
 CM0227
 CM0227  NGVD 29 (??/??/92)  100.875  (m)          330.95   (f) ADJ UNCH    2 0
 CM0227
 CM0227.Superseded values are not recommended for survey control.
 CM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0227.See file dsdata.txt to determine how the superseded data were derived.
 CM0227
 CM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA648857(NAD 83)
 CM0227_MARKER: DD = SURVEY DISK
 CM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0227_STAMPING: 11 E 43
 CM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0227+STABILITY: SURFACE MOTION
 CM0227
 CM0227  HISTORY     - Date     Condition        Report By
 CM0227  HISTORY     - UNK      MONUMENTED       GAGS
 CM0227  HISTORY     - 1934     GOOD             NGS
 CM0227  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0227
 CM0227                          STATION DESCRIPTION
 CM0227
 CM0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0227'AT IDEAL.
 CM0227'AT IDEAL, MACON COUNTY, ABOUT 220 YARDS SOUTHEAST ALONG THE ATLANTA,
 CM0227'BIRMINGHAM AND COAST RAILROAD FROM THE STATION, BETWEEN THE MAIN
 CM0227'TRACK AND THE PASSING SIDING, 5 FEET NORTHEAST OF THE NORTHEAST
 CM0227'RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CM0227'FLUSH WITH THE GROUND.
 CM0227
 CM0227                          STATION RECOVERY (1971)
 CM0227
 CM0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0228 ***********************************************************************
 CM0228  DESIGNATION -  11 E 44
 CM0228  PID         -  CM0228
 CM0228  STATE/COUNTY-  GA/MACON
 CM0228  USGS QUAD   -  IDEAL SOUTH (1971)
 CM0228
 CM0228                         *CURRENT SURVEY CONTROL
 CM0228  ___________________________________________________________________
 CM0228* NAD 83(1986)-  32 22 17.     (N)    084 10 08.     (W)     SCALED    
 CM0228* NAVD 88     -        99.926  (meters)     327.84   (feet)  ADJUSTED  
 CM0228  ___________________________________________________________________
 CM0228  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CM0228  DYNAMIC HT  -          99.815 (meters)     327.48  (feet)  COMP
 CM0228  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 CM0228
 CM0228  VERT ORDER  -  SECOND    CLASS 0
 CM0228
 CM0228.The horizontal coordinates were scaled from a topographic map and have
 CM0228.an estimated accuracy of +/- 6 seconds.
 CM0228
 CM0228.The orthometric height was determined by differential leveling
 CM0228.and adjusted by the National Geodetic Survey in June 1991..
 CM0228
 CM0228.The geoid height was determined by GEOID03.
 CM0228
 CM0228.The dynamic height is computed by dividing the NAVD 88
 CM0228.geopotential number by the normal gravity value computed on the
 CM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0228.degrees latitude (g = 980.6199 gals.).
 CM0228
 CM0228.The modeled gravity was interpolated from observed gravity values.
 CM0228
 CM0228;                    North         East    Units  Estimated Accuracy
 CM0228;SPC GA W     -   262,900.      699,790.      MT  (+/- 180 meters Scaled)
 CM0228
 CM0228                          SUPERSEDED SURVEY CONTROL
 CM0228
 CM0228  NGVD 29 (??/??/92)  100.042  (m)          328.22   (f) ADJ UNCH    2 0
 CM0228
 CM0228.Superseded values are not recommended for survey control.
 CM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0228.See file dsdata.txt to determine how the superseded data were derived.
 CM0228
 CM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA663851(NAD 83)
 CM0228_MARKER: DB = BENCH MARK DISK
 CM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0228_STAMPING: 11 E 44
 CM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0228+STABILITY: SURFACE MOTION
 CM0228
 CM0228  HISTORY     - Date     Condition        Report By
 CM0228  HISTORY     - UNK      MONUMENTED       GAGS
 CM0228  HISTORY     - 1934     GOOD             NGS
 CM0228
 CM0228                          STATION DESCRIPTION
 CM0228
 CM0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0228'1 MI SE FROM IDEAL.
 CM0228'1.0 MILE SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0228'RAILROAD FROM THE STATION AT IDEAL, MACON COUNTY, 0.4 MILE
 CM0228'SOUTHEAST OF MILEPOST 205, 10 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CM0228'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 CM0228'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0229 ***********************************************************************
 CM0229  DESIGNATION -  11 E 45
 CM0229  PID         -  CM0229
 CM0229  STATE/COUNTY-  GA/MACON
 CM0229  USGS QUAD   -  IDEAL SOUTH (1971)
 CM0229
 CM0229                         *CURRENT SURVEY CONTROL
 CM0229  ___________________________________________________________________
 CM0229* NAD 83(1986)-  32 21 02.     (N)    084 08 43.     (W)     SCALED    
 CM0229* NAVD 88     -       114.657  (meters)     376.17   (feet)  ADJUSTED  
 CM0229  ___________________________________________________________________
 CM0229  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CM0229  DYNAMIC HT  -         114.528 (meters)     375.75  (feet)  COMP
 CM0229  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CM0229
 CM0229  VERT ORDER  -  SECOND    CLASS 0
 CM0229
 CM0229.The horizontal coordinates were scaled from a topographic map and have
 CM0229.an estimated accuracy of +/- 6 seconds.
 CM0229
 CM0229.The orthometric height was determined by differential leveling
 CM0229.and adjusted by the National Geodetic Survey in June 1991..
 CM0229
 CM0229.The geoid height was determined by GEOID03.
 CM0229
 CM0229.The dynamic height is computed by dividing the NAVD 88
 CM0229.geopotential number by the normal gravity value computed on the
 CM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0229.degrees latitude (g = 980.6199 gals.).
 CM0229
 CM0229.The modeled gravity was interpolated from observed gravity values.
 CM0229
 CM0229;                    North         East    Units  Estimated Accuracy
 CM0229;SPC GA W     -   260,590.      702,010.      MT  (+/- 180 meters Scaled)
 CM0229
 CM0229                          SUPERSEDED SURVEY CONTROL
 CM0229
 CM0229  NGVD 29 (??/??/92)  114.768  (m)          376.53   (f) ADJ UNCH    2 0
 CM0229
 CM0229.Superseded values are not recommended for survey control.
 CM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0229.See file dsdata.txt to determine how the superseded data were derived.
 CM0229
 CM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA686828(NAD 83)
 CM0229_MARKER: DD = SURVEY DISK
 CM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0229_STAMPING: 11 E 45
 CM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0229+STABILITY: SURFACE MOTION
 CM0229
 CM0229  HISTORY     - Date     Condition        Report By
 CM0229  HISTORY     - UNK      MONUMENTED       GAGS
 CM0229  HISTORY     - 1934     GOOD             NGS
 CM0229
 CM0229                          STATION DESCRIPTION
 CM0229
 CM0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0229'3.2 MI SE FROM IDEAL.
 CM0229'3.2 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0229'RAILROAD FROM THE STATION AT IDEAL, MACON COUNTY, 190 YARDS
 CM0229'NORTHWEST OF THE CROSSING OF STATE HIGHWAY 90, ON THE SIDE OF A
 CM0229'CUT, 50 FEET WEST OF THE WEST RAIL, AND SET IN THE TOP OF A
 CM0229'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0230 ***********************************************************************
 CM0230  DESIGNATION -  11 E 46
 CM0230  PID         -  CM0230
 CM0230  STATE/COUNTY-  GA/MACON
 CM0230  USGS QUAD   -  IDEAL SOUTH (1971)
 CM0230
 CM0230                         *CURRENT SURVEY CONTROL
 CM0230  ___________________________________________________________________
 CM0230* NAD 83(1986)-  32 20 23.     (N)    084 08 08.     (W)     SCALED    
 CM0230* NAVD 88     -       108.867  (meters)     357.17   (feet)  ADJUSTED  
 CM0230  ___________________________________________________________________
 CM0230  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CM0230  DYNAMIC HT  -         108.745 (meters)     356.77  (feet)  COMP
 CM0230  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 CM0230
 CM0230  VERT ORDER  -  SECOND    CLASS 0
 CM0230
 CM0230.The horizontal coordinates were scaled from a topographic map and have
 CM0230.an estimated accuracy of +/- 6 seconds.
 CM0230
 CM0230.The orthometric height was determined by differential leveling
 CM0230.and adjusted by the National Geodetic Survey in June 1991..
 CM0230
 CM0230.The geoid height was determined by GEOID03.
 CM0230
 CM0230.The dynamic height is computed by dividing the NAVD 88
 CM0230.geopotential number by the normal gravity value computed on the
 CM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0230.degrees latitude (g = 980.6199 gals.).
 CM0230
 CM0230.The modeled gravity was interpolated from observed gravity values.
 CM0230
 CM0230;                    North         East    Units  Estimated Accuracy
 CM0230;SPC GA W     -   259,390.      702,930.      MT  (+/- 180 meters Scaled)
 CM0230
 CM0230                          SUPERSEDED SURVEY CONTROL
 CM0230
 CM0230  NGVD 29 (??/??/92)  108.981  (m)          357.55   (f) ADJ UNCH    2 0
 CM0230
 CM0230.Superseded values are not recommended for survey control.
 CM0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0230.See file dsdata.txt to determine how the superseded data were derived.
 CM0230
 CM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA696816(NAD 83)
 CM0230_MARKER: DD = SURVEY DISK
 CM0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0230_STAMPING: 11 E 46
 CM0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0230+STABILITY: SURFACE MOTION
 CM0230
 CM0230  HISTORY     - Date     Condition        Report By
 CM0230  HISTORY     - UNK      MONUMENTED       GAGS
 CM0230  HISTORY     - 1934     GOOD             NGS
 CM0230
 CM0230                          STATION DESCRIPTION
 CM0230
 CM0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0230'4.2 MI SE FROM IDEAL.
 CM0230'4.2 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0230'RAILROAD FROM THE STATION AT IDEAL, MACON COUNTY, 0.8 MILE
 CM0230'NORTHWEST OF THE SIDING AT BARTLETT, 48 YARDS SOUTHEAST OF A
 CM0230'FARM-ROAD CROSSING, 13 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 CM0230'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0231 ***********************************************************************
 CM0231  DESIGNATION -  11 E 47
 CM0231  PID         -  CM0231
 CM0231  STATE/COUNTY-  GA/MACON
 CM0231  USGS QUAD   -  MONTEZUMA (1985)
 CM0231
 CM0231                         *CURRENT SURVEY CONTROL
 CM0231  ___________________________________________________________________
 CM0231* NAD 83(1986)-  32 19 41.     (N)    084 06 09.     (W)     SCALED    
 CM0231* NAVD 88     -        92.860  (meters)     304.66   (feet)  ADJUSTED  
 CM0231  ___________________________________________________________________
 CM0231  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM0231  DYNAMIC HT  -          92.755 (meters)     304.31  (feet)  COMP
 CM0231  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CM0231
 CM0231  VERT ORDER  -  SECOND    CLASS 0
 CM0231
 CM0231.The horizontal coordinates were scaled from a topographic map and have
 CM0231.an estimated accuracy of +/- 6 seconds.
 CM0231
 CM0231.The orthometric height was determined by differential leveling
 CM0231.and adjusted by the National Geodetic Survey in June 1991..
 CM0231
 CM0231.The geoid height was determined by GEOID03.
 CM0231
 CM0231.The dynamic height is computed by dividing the NAVD 88
 CM0231.geopotential number by the normal gravity value computed on the
 CM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0231.degrees latitude (g = 980.6199 gals.).
 CM0231
 CM0231.The modeled gravity was interpolated from observed gravity values.
 CM0231
 CM0231;                    North         East    Units  Estimated Accuracy
 CM0231;SPC GA W     -   258,090.      706,040.      MT  (+/- 180 meters Scaled)
 CM0231
 CM0231                          SUPERSEDED SURVEY CONTROL
 CM0231
 CM0231  NGVD 29 (??/??/92)   92.983  (m)          305.06   (f) ADJ UNCH    2 0
 CM0231
 CM0231.Superseded values are not recommended for survey control.
 CM0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0231.See file dsdata.txt to determine how the superseded data were derived.
 CM0231
 CM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA727804(NAD 83)
 CM0231_MARKER: DD = SURVEY DISK
 CM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0231_STAMPING: 11 E 47
 CM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0231+STABILITY: SURFACE MOTION
 CM0231
 CM0231  HISTORY     - Date     Condition        Report By
 CM0231  HISTORY     - UNK      MONUMENTED       GAGS
 CM0231  HISTORY     - 1934     GOOD             NGS
 CM0231  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0231
 CM0231                          STATION DESCRIPTION
 CM0231
 CM0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0231'3.7 MI NW FROM OGLETHOROPE.
 CM0231'3.7 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0231'RAILROAD FROM THE STATION AT OGLETHORPE, MACON COUNTY, 1.0 MILE
 CM0231'SOUTHEAST OF THE SIDING AT BARTLETT, 0.4 MILE NORTHWEST OF MILEPOST
 CM0231'199, AT A FARMROAD CROSSING, 4 FEET SOUTHWEST OF THE SOUTHWEST
 CM0231'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CM0231'ABOVE GROUND.
 CM0231
 CM0231                          STATION RECOVERY (1971)
 CM0231
 CM0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0232 ***********************************************************************
 CM0232  DESIGNATION -  11 E 48
 CM0232  PID         -  CM0232
 CM0232  STATE/COUNTY-  GA/MACON
 CM0232  USGS QUAD   -  MONTEZUMA (1985)
 CM0232
 CM0232                         *CURRENT SURVEY CONTROL
 CM0232  ___________________________________________________________________
 CM0232* NAD 83(1986)-  32 18 56.     (N)    084 04 10.     (W)     SCALED    
 CM0232* NAVD 88     -        87.274  (meters)     286.33   (feet)  ADJUSTED  
 CM0232  ___________________________________________________________________
 CM0232  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CM0232  DYNAMIC HT  -          87.176 (meters)     286.01  (feet)  COMP
 CM0232  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 CM0232
 CM0232  VERT ORDER  -  SECOND    CLASS 0
 CM0232
 CM0232.The horizontal coordinates were scaled from a topographic map and have
 CM0232.an estimated accuracy of +/- 6 seconds.
 CM0232
 CM0232.The orthometric height was determined by differential leveling
 CM0232.and adjusted by the National Geodetic Survey in June 1991..
 CM0232
 CM0232.The geoid height was determined by GEOID03.
 CM0232
 CM0232.The dynamic height is computed by dividing the NAVD 88
 CM0232.geopotential number by the normal gravity value computed on the
 CM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0232.degrees latitude (g = 980.6199 gals.).
 CM0232
 CM0232.The modeled gravity was interpolated from observed gravity values.
 CM0232
 CM0232;                    North         East    Units  Estimated Accuracy
 CM0232;SPC GA W     -   256,710.      709,150.      MT  (+/- 180 meters Scaled)
 CM0232
 CM0232                          SUPERSEDED SURVEY CONTROL
 CM0232
 CM0232  NGVD 29 (??/??/92)   87.400  (m)          286.74   (f) ADJ UNCH    2 0
 CM0232
 CM0232.Superseded values are not recommended for survey control.
 CM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0232.See file dsdata.txt to determine how the superseded data were derived.
 CM0232
 CM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA759791(NAD 83)
 CM0232_MARKER: DD = SURVEY DISK
 CM0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0232_STAMPING: 11 E 48
 CM0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0232+STABILITY: SURFACE MOTION
 CM0232
 CM0232  HISTORY     - Date     Condition        Report By
 CM0232  HISTORY     - UNK      MONUMENTED       GAGS
 CM0232  HISTORY     - 1934     GOOD             NGS
 CM0232  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0232
 CM0232                          STATION DESCRIPTION
 CM0232
 CM0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0232'1.6 MI NW FROM OGLETHORPE.
 CM0232'1.6 MILES NORTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0232'RAILROAD FROM THE STATION AT OGLETHORPE, MACON COUNTY, 0.3 MILE
 CM0232'NORTH OF MILEPOST 197, 0.4 MILE NORTH OF THE CROSSING OF STATE
 CM0232'HIGHWAY 98, 7 FEET NORTH OF THE NORTH RAIL, AND SET IN THE TOP OF
 CM0232'A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CM0232
 CM0232                          STATION RECOVERY (1971)
 CM0232
 CM0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0233 ***********************************************************************
 CM0233  DESIGNATION -  11 E 49
 CM0233  PID         -  CM0233
 CM0233  STATE/COUNTY-  GA/MACON
 CM0233  USGS QUAD   -  MONTEZUMA (1985)
 CM0233
 CM0233                         *CURRENT SURVEY CONTROL
 CM0233  ___________________________________________________________________
 CM0233* NAD 83(1986)-  32 18 06.     (N)    084 03 47.     (W)     SCALED    
 CM0233* NAVD 88     -        95.381  (meters)     312.93   (feet)  ADJUSTED  
 CM0233  ___________________________________________________________________
 CM0233  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0233  DYNAMIC HT  -          95.273 (meters)     312.57  (feet)  COMP
 CM0233  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CM0233
 CM0233  VERT ORDER  -  SECOND    CLASS 0
 CM0233
 CM0233.The horizontal coordinates were scaled from a topographic map and have
 CM0233.an estimated accuracy of +/- 6 seconds.
 CM0233
 CM0233.The orthometric height was determined by differential leveling
 CM0233.and adjusted by the National Geodetic Survey in June 1991..
 CM0233
 CM0233.The geoid height was determined by GEOID03.
 CM0233
 CM0233.The dynamic height is computed by dividing the NAVD 88
 CM0233.geopotential number by the normal gravity value computed on the
 CM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0233.degrees latitude (g = 980.6199 gals.).
 CM0233
 CM0233.The modeled gravity was interpolated from observed gravity values.
 CM0233
 CM0233;                    North         East    Units  Estimated Accuracy
 CM0233;SPC GA W     -   255,170.      709,760.      MT  (+/- 180 meters Scaled)
 CM0233
 CM0233                          SUPERSEDED SURVEY CONTROL
 CM0233
 CM0233  NGVD 29 (??/??/92)   95.508  (m)          313.35   (f) ADJ UNCH    2 0
 CM0233
 CM0233.Superseded values are not recommended for survey control.
 CM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0233.See file dsdata.txt to determine how the superseded data were derived.
 CM0233
 CM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA765776(NAD 83)
 CM0233_MARKER: DD = SURVEY DISK
 CM0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0233_STAMPING: 11 E 49
 CM0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0233+STABILITY: SURFACE MOTION
 CM0233
 CM0233  HISTORY     - Date     Condition        Report By
 CM0233  HISTORY     - UNK      MONUMENTED       GAGS
 CM0233  HISTORY     - 1934     GOOD             NGS
 CM0233  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM0233
 CM0233                          STATION DESCRIPTION
 CM0233
 CM0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0233'0.4 MI N FROM OGLETHORPE.
 CM0233'0.4 MILE NORTH ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 CM0233'FROM THE STATION AT OGLETHORPE, MACON COUNTY, WEST A SWITCH STAND
 CM0233'AT THE NORTH END OF THE YARDS, ON THE SIDE OF A CUT, 88 FEET WEST
 CM0233'OF THE WEST RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0233'1 INCH ABOVE GROUND.
 CM0233
 CM0233                          STATION RECOVERY (1971)
 CM0233
 CM0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0234 ***********************************************************************
 CM0234  DESIGNATION -  11 E 50
 CM0234  PID         -  CM0234
 CM0234  STATE/COUNTY-  GA/MACON
 CM0234  USGS QUAD   -  MONTEZUMA (1985)
 CM0234
 CM0234                         *CURRENT SURVEY CONTROL
 CM0234  ___________________________________________________________________
 CM0234* NAD 83(1986)-  32 17 42.     (N)    084 03 25.     (W)     SCALED    
 CM0234* NAVD 88     -        88.419  (meters)     290.09   (feet)  ADJUSTED  
 CM0234  ___________________________________________________________________
 CM0234  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CM0234  DYNAMIC HT  -          88.319 (meters)     289.76  (feet)  COMP
 CM0234  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CM0234
 CM0234  VERT ORDER  -  SECOND    CLASS 0
 CM0234
 CM0234.The horizontal coordinates were scaled from a topographic map and have
 CM0234.an estimated accuracy of +/- 6 seconds.
 CM0234
 CM0234.The orthometric height was determined by differential leveling
 CM0234.and adjusted by the National Geodetic Survey in June 1991..
 CM0234
 CM0234.The geoid height was determined by GEOID03.
 CM0234
 CM0234.The dynamic height is computed by dividing the NAVD 88
 CM0234.geopotential number by the normal gravity value computed on the
 CM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0234.degrees latitude (g = 980.6199 gals.).
 CM0234
 CM0234.The modeled gravity was interpolated from observed gravity values.
 CM0234
 CM0234;                    North         East    Units  Estimated Accuracy
 CM0234;SPC GA W     -   254,430.      710,330.      MT  (+/- 180 meters Scaled)
 CM0234
 CM0234                          SUPERSEDED SURVEY CONTROL
 CM0234
 CM0234  NGVD 29 (??/??/92)   88.545  (m)          290.50   (f) ADJ UNCH    2 0
 CM0234
 CM0234.Superseded values are not recommended for survey control.
 CM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0234.See file dsdata.txt to determine how the superseded data were derived.
 CM0234
 CM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA771769(NAD 83)
 CM0234_MARKER: DD = SURVEY DISK
 CM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0234_STAMPING: 11 E 50
 CM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0234+STABILITY: SURFACE MOTION
 CM0234
 CM0234  HISTORY     - Date     Condition        Report By
 CM0234  HISTORY     - UNK      MONUMENTED       GAGS
 CM0234  HISTORY     - 1934     GOOD             NGS
 CM0234
 CM0234                          STATION DESCRIPTION
 CM0234
 CM0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0234'AT OGLETHORPE.
 CM0234'AT OGLETHORPE, MACON COUNTY, 33 FEET NORTHWEST OF THE ATLANTA,
 CM0234'BIRMINGHAM AND COAST RAILROAD STATION, 91 FEET NORTHWEST OF THE
 CM0234'CROSSING OF THE CENTRAL OF GEORGIA RAILWAY, BETWEEN THE TRACK AND
 CM0234'THE CONCRETE WAITING PLATFORM, 2 FEET SOUTHWEST OF THE SOUTHWEST
 CM0234'RAIL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0869 ***********************************************************************
 CL0869  DESIGNATION -  11 E 69
 CL0869  PID         -  CL0869
 CL0869  STATE/COUNTY-  GA/DOOLY
 CL0869  USGS QUAD   -  VIENNA (1972)
 CL0869
 CL0869                         *CURRENT SURVEY CONTROL
 CL0869  ___________________________________________________________________
 CL0869* NAD 83(1986)-  32 05 29.     (N)    083 47 50.     (W)     SCALED    
 CL0869* NAVD 88     -        98.626  (meters)     323.58   (feet)  ADJUSTED  
 CL0869  ___________________________________________________________________
 CL0869  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CL0869  DYNAMIC HT  -          98.511 (meters)     323.20  (feet)  COMP
 CL0869  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CL0869
 CL0869  VERT ORDER  -  SECOND    CLASS 0
 CL0869
 CL0869.The horizontal coordinates were scaled from a topographic map and have
 CL0869.an estimated accuracy of +/- 6 seconds.
 CL0869
 CL0869.The orthometric height was determined by differential leveling
 CL0869.and adjusted by the National Geodetic Survey in June 1991..
 CL0869
 CL0869.The geoid height was determined by GEOID03.
 CL0869
 CL0869.The dynamic height is computed by dividing the NAVD 88
 CL0869.geopotential number by the normal gravity value computed on the
 CL0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0869.degrees latitude (g = 980.6199 gals.).
 CL0869
 CL0869.The modeled gravity was interpolated from observed gravity values.
 CL0869
 CL0869;                    North         East    Units  Estimated Accuracy
 CL0869;SPC GA W     -   231,910.      734,870.      MT  (+/- 180 meters Scaled)
 CL0869
 CL0869                          SUPERSEDED SURVEY CONTROL
 CL0869
 CL0869  NGVD 29 (??/??/92)   98.779  (m)          324.08   (f) ADJ UNCH    2 0
 CL0869
 CL0869.Superseded values are not recommended for survey control.
 CL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0869.See file dsdata.txt to determine how the superseded data were derived.
 CL0869
 CL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR360539(NAD 83)
 CL0869_MARKER: DD = SURVEY DISK
 CL0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0869_STAMPING: 11 E 69
 CL0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0869+STABILITY: SURFACE MOTION
 CL0869
 CL0869  HISTORY     - Date     Condition        Report By
 CL0869  HISTORY     - UNK      MONUMENTED       GAGS
 CL0869  HISTORY     - 1934     GOOD             NGS
 CL0869
 CL0869                          STATION DESCRIPTION
 CL0869
 CL0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0869'AT VIENNA.
 CL0869'AT VIENNA, DOOLY COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 CL0869'OF UNION AND SECOND STREETS, ABOUT 50 FEET SOUTH OF THE CENTER LINE
 CL0869'OF UNION STREET, 1-1/2 FEET WEST OF A SIDEWALK, AND ABOUT 15
 CL0869'FEET FROM THE NORTHEAST CORNER OF THE VIRGINIA HOTEL.  A STATE
 CL0869'SURVEY STANDARD DISK, STAMPED 11 E 69 AND SET IN THE TOP OF A
 CL0869'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0137 ***********************************************************************
 BT0137  DESIGNATION -  11 H 5
 BT0137  PID         -  BT0137
 BT0137  STATE/COUNTY-  GA/DOUGHERTY
 BT0137  USGS QUAD   -  ALBANY WEST (1988)
 BT0137
 BT0137                         *CURRENT SURVEY CONTROL
 BT0137  ___________________________________________________________________
 BT0137* NAD 83(1986)-  31 36 47.     (N)    084 10 32.     (W)     SCALED    
 BT0137* NAVD 88     -        63.887  (meters)     209.60   (feet)  ADJUSTED  
 BT0137  ___________________________________________________________________
 BT0137  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT0137  DYNAMIC HT  -          63.811 (meters)     209.35  (feet)  COMP
 BT0137  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 BT0137
 BT0137  VERT ORDER  -  FIRST     CLASS II
 BT0137
 BT0137.The horizontal coordinates were scaled from a topographic map and have
 BT0137.an estimated accuracy of +/- 6 seconds.
 BT0137
 BT0137.The orthometric height was determined by differential leveling
 BT0137.and adjusted by the National Geodetic Survey in June 1991..
 BT0137
 BT0137.The geoid height was determined by GEOID03.
 BT0137
 BT0137.The dynamic height is computed by dividing the NAVD 88
 BT0137.geopotential number by the normal gravity value computed on the
 BT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0137.degrees latitude (g = 980.6199 gals.).
 BT0137
 BT0137.The modeled gravity was interpolated from observed gravity values.
 BT0137
 BT0137;                    North         East    Units  Estimated Accuracy
 BT0137;SPC GA W     -   178,820.      699,160.      MT  (+/- 180 meters Scaled)
 BT0137
 BT0137                          SUPERSEDED SURVEY CONTROL
 BT0137
 BT0137  NGVD 29 (??/??/92)   64.037  (m)          210.09   (f) ADJ UNCH    1 2
 BT0137
 BT0137.Superseded values are not recommended for survey control.
 BT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0137.See file dsdata.txt to determine how the superseded data were derived.
 BT0137
 BT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA679010(NAD 83)
 BT0137_MARKER: DD = SURVEY DISK
 BT0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0137_STAMPING: 11 H 5 210.184
 BT0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0137+STABILITY: SURFACE MOTION
 BT0137
 BT0137  HISTORY     - Date     Condition        Report By
 BT0137  HISTORY     - UNK      MONUMENTED       GAGS
 BT0137  HISTORY     - 1957     GOOD             NGS
 BT0137  HISTORY     - 1974     MARK NOT FOUND   NGS
 BT0137
 BT0137                          STATION DESCRIPTION
 BT0137
 BT0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0137'1.4 MI NW FROM ALBANY.
 BT0137'ABOUT 1.45 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0137'FROM THE FREIGHT STATION AND THE CROSSING OF NORTH JEFFERSON
 BT0137'STREET AT ALBANY, NEAR THE CROSSING OF U.S. HIGHWAY NO. 19,
 BT0137'13 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 43 FEET EAST OF THE
 BT0137'CENTER LINE OF U.S. HIGHWAY 19, 78 YARDS NORTHWEST OF MILEPOST
 BT0137'NO. 85, 85 YARDS NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 BT0137'ALBANY GOSPEL CHAPEL, 44 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 BT0137'31 FEET EAST-SOUTHEAST OF THE EAST CORNER OF CONCRETE BASE
 BT0137'SUPPORTING WARNING SIGNAL, 1 FOOT BELOW THE TOP OF RAIL AND SET
 BT0137'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BT0137'GROUND.
 BT0137
 BT0137                          STATION RECOVERY (1974)
 BT0137
 BT0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0178 ***********************************************************************
 BT0178  DESIGNATION -  11 H 9
 BT0178  PID         -  BT0178
 BT0178  STATE/COUNTY-  GA/TERRELL
 BT0178  USGS QUAD   -  SASSER (1988)
 BT0178
 BT0178                         *CURRENT SURVEY CONTROL
 BT0178  ___________________________________________________________________
 BT0178* NAD 83(1986)-  31 43 12.     (N)    084 20 50.     (W)     SCALED    
 BT0178* NAVD 88     -        96.297  (meters)     315.93   (feet)  ADJUSTED  
 BT0178  ___________________________________________________________________
 BT0178  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BT0178  DYNAMIC HT  -          96.183 (meters)     315.56  (feet)  COMP
 BT0178  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 BT0178
 BT0178  VERT ORDER  -  FIRST     CLASS II
 BT0178
 BT0178.The horizontal coordinates were scaled from a topographic map and have
 BT0178.an estimated accuracy of +/- 6 seconds.
 BT0178
 BT0178.The orthometric height was determined by differential leveling
 BT0178.and adjusted by the National Geodetic Survey in June 1991..
 BT0178
 BT0178.The geoid height was determined by GEOID03.
 BT0178
 BT0178.The dynamic height is computed by dividing the NAVD 88
 BT0178.geopotential number by the normal gravity value computed on the
 BT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0178.degrees latitude (g = 980.6199 gals.).
 BT0178
 BT0178.The modeled gravity was interpolated from observed gravity values.
 BT0178
 BT0178;                    North         East    Units  Estimated Accuracy
 BT0178;SPC GA W     -   190,690.      682,890.      MT  (+/- 180 meters Scaled)
 BT0178
 BT0178                          SUPERSEDED SURVEY CONTROL
 BT0178
 BT0178  NGVD 29 (??/??/92)   96.416  (m)          316.32   (f) ADJ UNCH    1 2
 BT0178
 BT0178.Superseded values are not recommended for survey control.
 BT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0178.See file dsdata.txt to determine how the superseded data were derived.
 BT0178
 BT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA513124(NAD 83)
 BT0178_MARKER: DD = SURVEY DISK
 BT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0178_STAMPING: 11 H 9 317
 BT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0178+STABILITY: SURFACE MOTION
 BT0178
 BT0178  HISTORY     - Date     Condition        Report By
 BT0178  HISTORY     - UNK      MONUMENTED       GAGS
 BT0178  HISTORY     - 1957     GOOD             NGS
 BT0178  HISTORY     - 1974     MARK NOT FOUND   NGS
 BT0178
 BT0178                          STATION DESCRIPTION
 BT0178
 BT0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0178'AT SASSER.
 BT0178'AT SASSER, ALONG THE SEABOARD AIR LINE RAILROAD, 11 FEET SOUTHWEST OF
 BT0178'THE SOUTHWEST RAIL OF MAIN TRACK, 0.45 MILE EAST-SOUTHEAST OF
 BT0178'MILEPOST NO. 72, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF SIDE
 BT0178'TRACK, 205 1/2 FEET WEST-NORTHWEST OF THE NORTH CORNER OF THE MAIN
 BT0178'PART OF THE STATION, 79 FEET SOUTHEAST OF THE CROSSING OF MAIN STREET
 BT0178'AND THE SEABOARD AIRLINE RAILROAD, 140 1/2 FEET EAST OF AND ACROSS
 BT0178'MAIN STREET FROM THE EAST CORNER OF A RED BRICK STORE BUILDING, 49
 BT0178'FEET WEST-NORTHWEST OF THE FIRST TELEPHONE POLE WEST-NORTHWEST OF
 BT0178'THE STATION, 115 FEET SOUTH OF AND ACROSS THE TRACK AND MAIN STREET
 BT0178'FROM THE SOUTH CORNER OF A RED BRICK STORE BUILDING, 4 FEET
 BT0178'NORTH-NORTHEAST OF A WHITE WOODEN WITNESS POST, 3/4 FEET BELOW THE
 BT0178'TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BT0178
 BT0178                          STATION RECOVERY (1974)
 BT0178
 BT0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0991 ***********************************************************************
 CK0991  DESIGNATION -  110
 CK0991  PID         -  CK0991
 CK0991  STATE/COUNTY-  GA/SCREVEN
 CK0991  USGS QUAD   -  HOPEULIKIT (1978)
 CK0991
 CK0991                         *CURRENT SURVEY CONTROL
 CK0991  ___________________________________________________________________
 CK0991* NAD 83(1986)-  32 36 51.     (N)    081 45 35.     (W)     SCALED    
 CK0991* NAVD 88     -        33.135  (meters)     108.71   (feet)  ADJUSTED  
 CK0991  ___________________________________________________________________
 CK0991  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CK0991  DYNAMIC HT  -          33.097 (meters)     108.59  (feet)  COMP
 CK0991  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CK0991
 CK0991  VERT ORDER  -  FIRST     CLASS II
 CK0991
 CK0991.The horizontal coordinates were scaled from a topographic map and have
 CK0991.an estimated accuracy of +/- 6 seconds.
 CK0991
 CK0991.The orthometric height was determined by differential leveling
 CK0991.and adjusted by the National Geodetic Survey in June 1991..
 CK0991
 CK0991.The geoid height was determined by GEOID03.
 CK0991
 CK0991.The dynamic height is computed by dividing the NAVD 88
 CK0991.geopotential number by the normal gravity value computed on the
 CK0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0991.degrees latitude (g = 980.6199 gals.).
 CK0991
 CK0991.The modeled gravity was interpolated from observed gravity values.
 CK0991
 CK0991;                    North         East    Units  Estimated Accuracy
 CK0991;SPC GA E     -   289,890.      238,190.      MT  (+/- 180 meters Scaled)
 CK0991
 CK0991                          SUPERSEDED SURVEY CONTROL
 CK0991
 CK0991  NGVD 29 (??/??/92)   33.371  (m)          109.48   (f) ADJ UNCH    1 2
 CK0991
 CK0991.Superseded values are not recommended for survey control.
 CK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0991.See file dsdata.txt to determine how the superseded data were derived.
 CK0991
 CK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS287087(NAD 83)
 CK0991_MARKER: P = PIPE CAP
 CK0991_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0991_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0991_STAMPING: 109.577 110 1918
 CK0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0991
 CK0991  HISTORY     - Date     Condition        Report By
 CK0991  HISTORY     - 1918     MONUMENTED       USGS
 CK0991  HISTORY     - 1960     GOOD             NGS
 CK0991
 CK0991                          STATION DESCRIPTION
 CK0991
 CK0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK0991'3.6 MI NW FROM DOVER.
 CK0991'ABOUT 3.65 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK0991'FROM THE STATION AT DOVER, ABOUT 0.5 MILE SOUTHEAST OF THE STATION
 CK0991'AND ROAD CROSSING AT OGEECHEE, 234 FEET EAST-SOUTHEAST OF MILEPOST
 CK0991'S 61, 12 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 50 FEET
 CK0991'WEST-NORTHWEST OF THE NORTH-NORTHEAST END OF A 30-INCH CAST IRON
 CK0991'PIPE CULVERT UNDER THE TRACK, BETWEEN THE TRACK AND MILEAGE
 CK0991'POLE 60+34, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 CK0991'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1131 ***********************************************************************
 BS1131  DESIGNATION -  110 MEA
 BS1131  PID         -  BS1131
 BS1131  STATE/COUNTY-  GA/BERRIEN
 BS1131  USGS QUAD   -  WILLACOOCHEE (1972)
 BS1131
 BS1131                         *CURRENT SURVEY CONTROL
 BS1131  ___________________________________________________________________
 BS1131* NAD 83(1986)-  31 15 14.     (N)    083 04 24.     (W)     SCALED    
 BS1131* NAVD 88     -        69.188  (meters)     226.99   (feet)  ADJUSTED  
 BS1131  ___________________________________________________________________
 BS1131  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BS1131  DYNAMIC HT  -          69.104 (meters)     226.72  (feet)  COMP
 BS1131  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BS1131
 BS1131  VERT ORDER  -  FIRST     CLASS I
 BS1131
 BS1131.The horizontal coordinates were scaled from a topographic map and have
 BS1131.an estimated accuracy of +/- 6 seconds.
 BS1131
 BS1131.The orthometric height was determined by differential leveling
 BS1131.and adjusted by the National Geodetic Survey in June 1991..
 BS1131
 BS1131.The geoid height was determined by GEOID03.
 BS1131
 BS1131.The dynamic height is computed by dividing the NAVD 88
 BS1131.geopotential number by the normal gravity value computed on the
 BS1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1131.degrees latitude (g = 980.6199 gals.).
 BS1131
 BS1131.The modeled gravity was interpolated from observed gravity values.
 BS1131
 BS1131;                    North         East    Units  Estimated Accuracy
 BS1131;SPC GA W     -   139,510.      804,130.      MT  (+/- 180 meters Scaled)
 BS1131
 BS1131                          SUPERSEDED SURVEY CONTROL
 BS1131
 BS1131.No superseded survey control is available for this station.
 BS1131
 BS1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ025595(NAD 83)
 BS1131_MARKER: DD = SURVEY DISK
 BS1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1131_STAMPING: 228 110 MEA 1972
 BS1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1131+STABILITY: SURFACE MOTION
 BS1131
 BS1131  HISTORY     - Date     Condition        Report By
 BS1131  HISTORY     - 1972     MONUMENTED       USGS
 BS1131  HISTORY     - 1975     GOOD             NGS
 BS1131
 BS1131                          STATION DESCRIPTION
 BS1131
 BS1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS1131'6.4 MI SW FROM WILLACOOCHEE.
 BS1131'6.35 MILES SOUTHWEST ALONG STATE HIGHWAY 135 FROM THE POST OFFICE
 BS1131'AT WILLACOOCHEE, TO A GRADED ROAD LEADING NORTH, 166 FEET NORTH
 BS1131'OF THE CENTER LINE OF THE JUNCTION OF HIGHWAY AND ROAD, 54 FEET
 BS1131'NORTHWEST OF CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF
 BS1131'A POWER LINE POLE, 1 FOOT WEST OF A METAL WITNESS POST WITH SIGN,
 BS1131'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES AND ABOUT LEVEL
 BS1131'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0072 ***********************************************************************
 EE0072  DESIGNATION -  1101.6
 EE0072  PID         -  EE0072
 EE0072  STATE/COUNTY-  GA/CHEROKEE
 EE0072  USGS QUAD   -  BALL GROUND WEST (1997)
 EE0072
 EE0072                         *CURRENT SURVEY CONTROL
 EE0072  ___________________________________________________________________
 EE0072* NAD 83(1986)-  34 20 18.     (N)    084 22 36.     (W)     SCALED    
 EE0072* NAVD 88     -       335.755  (meters)    1101.56   (feet)  ADJUSTED  
 EE0072  ___________________________________________________________________
 EE0072  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE0072  DYNAMIC HT  -         335.397 (meters)    1100.38  (feet)  COMP
 EE0072  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 EE0072
 EE0072  VERT ORDER  -  SECOND    CLASS 0
 EE0072
 EE0072.The horizontal coordinates were scaled from a topographic map and have
 EE0072.an estimated accuracy of +/- 6 seconds.
 EE0072
 EE0072.The orthometric height was determined by differential leveling
 EE0072.and adjusted by the National Geodetic Survey in June 1991..
 EE0072
 EE0072.The geoid height was determined by GEOID03.
 EE0072
 EE0072.The dynamic height is computed by dividing the NAVD 88
 EE0072.geopotential number by the normal gravity value computed on the
 EE0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0072.degrees latitude (g = 980.6199 gals.).
 EE0072
 EE0072.The modeled gravity was interpolated from observed gravity values.
 EE0072
 EE0072;                    North         East    Units  Estimated Accuracy
 EE0072;SPC GA W     -   481,050.      680,680.      MT  (+/- 180 meters Scaled)
 EE0072
 EE0072                          SUPERSEDED SURVEY CONTROL
 EE0072
 EE0072  NGVD 29 (??/??/92)  335.735  (m)         1101.49   (f) ADJ UNCH    2 0
 EE0072
 EE0072.Superseded values are not recommended for survey control.
 EE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0072.See file dsdata.txt to determine how the superseded data were derived.
 EE0072
 EE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD413027(NAD 83)
 EE0072_MARKER: DD = SURVEY DISK
 EE0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0072_SP_SET: BLDG
 EE0072_STAMPING: 1101.491
 EE0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE0072+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2005
 EE0072
 EE0072  HISTORY     - Date     Condition        Report By
 EE0072  HISTORY     - UNK      MONUMENTED       USGS
 EE0072  HISTORY     - 1972     GOOD             NGS
 EE0072  HISTORY     - 20050903 GOOD             LOCENG
 EE0072
 EE0072                          STATION DESCRIPTION
 EE0072
 EE0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0072'AT BALLGROUND.
 EE0072'AT BALLGROUND, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE0072'93 FEET WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 EE0072'MAIN STREET, 36 FEET SOUTHWEST OF THE CENTER LINE OF MAIN STREET,
 EE0072'SET VERTICALLY IN THE SOUTHEAST FACE OF THE BRICK COMMERCIAL
 EE0072'BUILDING WHICH WAS FORMERLY OCCUPIED BY TURNERS DRY GOODS STORE,
 EE0072'1.1 FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 88 FEET
 EE0072'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF MAIN AND MOUND
 EE0072'STREETS, 0.8 FOOT ABOVE THE SIDEWALK, AND ABOUT 2 FEET ABOVE THE
 EE0072'LEVEL OF MAIN STREET.
 EE0072
 EE0072                          STATION RECOVERY (2005)
 EE0072
 EE0072'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0072'RECOVERED IN GOOD CONDITION. MARK IS LOCATED ON FOUNDATION OF BUILDING
 EE0072'UNDER BRICKWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1170 ***********************************************************************
 CL1170  DESIGNATION -  111 FAR USGS
 CL1170  PID         -  CL1170
 CL1170  STATE/COUNTY-  GA/EMANUEL
 CL1170  USGS QUAD   -  CANOOCHEE (1971)
 CL1170
 CL1170                         *CURRENT SURVEY CONTROL
 CL1170  ___________________________________________________________________
 CL1170* NAD 83(1986)-  32 38 49.     (N)    082 10 13.     (W)     SCALED    
 CL1170* NAVD 88     -       102.734  (meters)     337.05   (feet)  ADJUSTED  
 CL1170  ___________________________________________________________________
 CL1170  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CL1170  DYNAMIC HT  -         102.620 (meters)     336.68  (feet)  COMP
 CL1170  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CL1170
 CL1170  VERT ORDER  -  FIRST     CLASS II
 CL1170
 CL1170.The horizontal coordinates were scaled from a topographic map and have
 CL1170.an estimated accuracy of +/- 6 seconds.
 CL1170
 CL1170.The orthometric height was determined by differential leveling
 CL1170.and adjusted by the National Geodetic Survey in June 1991..
 CL1170
 CL1170.The geoid height was determined by GEOID03.
 CL1170
 CL1170.The dynamic height is computed by dividing the NAVD 88
 CL1170.geopotential number by the normal gravity value computed on the
 CL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1170.degrees latitude (g = 980.6199 gals.).
 CL1170
 CL1170.The modeled gravity was interpolated from observed gravity values.
 CL1170
 CL1170;                    North         East    Units  Estimated Accuracy
 CL1170;SPC GA E     -   293,450.      199,660.      MT  (+/- 180 meters Scaled)
 CL1170
 CL1170                          SUPERSEDED SURVEY CONTROL
 CL1170
 CL1170.No superseded survey control is available for this station.
 CL1170
 CL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS902127(NAD 83)
 CL1170_MARKER: DD = SURVEY DISK
 CL1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1170_SP_SET: CONCRETE POST
 CL1170_STAMPING: 111 FAR 1970
 CL1170_PROJECTION: FLUSH
 CL1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1170+STABILITY: SURFACE MOTION
 CL1170
 CL1170  HISTORY     - Date     Condition        Report By
 CL1170  HISTORY     - 1970     MONUMENTED       USGS
 CL1170  HISTORY     - 1979     GOOD             NGS
 CL1170
 CL1170                          STATION DESCRIPTION
 CL1170
 CL1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1170'4.25 MI NW FROM TWIN CITY.
 CL1170'4.25 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 CL1170'U.S. HIGHWAY 80 AT TWIN CITY, IN THE NORTH CORNER OF THE LAWN OF
 CL1170'A ONE STORY FRAME HOUSE, 79 FT. NORTHWEST OF A WOODEN LIGHT POLE
 CL1170'NORTHWEST OF THE HOUSE, 67 FT. NORTH OF THE CENTERLINE OF A DRIVE TO
 CL1170'THE HOUSE, 45 FT. WEST OF THE CENTERLINE OF HIGHWAY 192.
 CL1170'THE MARK IS 20 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1169 ***********************************************************************
 CL1169  DESIGNATION -  112 FAR USGS
 CL1169  PID         -  CL1169
 CL1169  STATE/COUNTY-  GA/EMANUEL
 CL1169  USGS QUAD   -  CANOOCHEE (1971)
 CL1169
 CL1169                         *CURRENT SURVEY CONTROL
 CL1169  ___________________________________________________________________
 CL1169* NAD 83(1986)-  32 39 38.     (N)    082 10 31.     (W)     SCALED    
 CL1169* NAVD 88     -       108.931  (meters)     357.38   (feet)  ADJUSTED  
 CL1169  ___________________________________________________________________
 CL1169  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CL1169  DYNAMIC HT  -         108.810 (meters)     356.99  (feet)  COMP
 CL1169  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 CL1169
 CL1169  VERT ORDER  -  FIRST     CLASS II
 CL1169
 CL1169.The horizontal coordinates were scaled from a topographic map and have
 CL1169.an estimated accuracy of +/- 6 seconds.
 CL1169
 CL1169.The orthometric height was determined by differential leveling
 CL1169.and adjusted by the National Geodetic Survey in June 1991..
 CL1169
 CL1169.The geoid height was determined by GEOID03.
 CL1169
 CL1169.The dynamic height is computed by dividing the NAVD 88
 CL1169.geopotential number by the normal gravity value computed on the
 CL1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1169.degrees latitude (g = 980.6199 gals.).
 CL1169
 CL1169.The modeled gravity was interpolated from observed gravity values.
 CL1169
 CL1169;                    North         East    Units  Estimated Accuracy
 CL1169;SPC GA E     -   294,960.      199,190.      MT  (+/- 180 meters Scaled)
 CL1169
 CL1169                          SUPERSEDED SURVEY CONTROL
 CL1169
 CL1169.No superseded survey control is available for this station.
 CL1169
 CL1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS897142(NAD 83)
 CL1169_MARKER: DD = SURVEY DISK
 CL1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1169_SP_SET: CONCRETE POST
 CL1169_STAMPING: 112 FAR 1970
 CL1169_PROJECTION: FLUSH
 CL1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1169+STABILITY: SURFACE MOTION
 CL1169
 CL1169  HISTORY     - Date     Condition        Report By
 CL1169  HISTORY     - 1970     MONUMENTED       USGS
 CL1169  HISTORY     - 1979     GOOD             NGS
 CL1169
 CL1169                          STATION DESCRIPTION
 CL1169
 CL1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1169'5.25 MI NW FROM TWIN CITY.
 CL1169'5.25 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 CL1169'U.S. HIGHWAY 80 AT TWIN CITY, AT THE SOUTH END OF A FENCE, 43 FT.
 CL1169'SOUTH OF THE CENTERLINE OF A DRIVE TO A SMALL BARN, 36.6 FT. EAST OF
 CL1169'THE CENTERLINE OF HIGHWAY 192, 29 FT. NORTH OF A 24-INCH PECAN TREE,
 CL1169'2.5 FT. NORTH OF UNDERGROUND CABLE MARKER, 1.5 FT. WEST OF FENCE LINE.
 CL1169'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CL1169'THE MARK IS 1 FT ABOVE HIGHWAY 192.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3040 ***********************************************************************
 AB3040  DESIGNATION -  112 RESET
 AB3040  PID         -  AB3040
 AB3040  STATE/COUNTY-  GA/SCREVEN
 AB3040  USGS QUAD   -  OLIVER (1978)
 AB3040
 AB3040                         *CURRENT SURVEY CONTROL
 AB3040  ___________________________________________________________________
 AB3040* NAD 83(1986)-  32 31 43.     (N)    081 32 58.     (W)     SCALED    
 AB3040* NAVD 88     -        33.699  (meters)     110.56   (feet)  ADJUSTED  
 AB3040  ___________________________________________________________________
 AB3040  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AB3040  DYNAMIC HT  -          33.661 (meters)     110.44  (feet)  COMP
 AB3040  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 AB3040
 AB3040  VERT ORDER  -  SECOND    CLASS II
 AB3040
 AB3040.The horizontal coordinates were scaled from a topographic map and have
 AB3040.an estimated accuracy of +/- 6 seconds.
 AB3040
 AB3040.The orthometric height was determined by differential leveling
 AB3040.and adjusted by the National Geodetic Survey in April 1998..
 AB3040
 AB3040.The geoid height was determined by GEOID03.
 AB3040
 AB3040.The dynamic height is computed by dividing the NAVD 88
 AB3040.geopotential number by the normal gravity value computed on the
 AB3040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3040.degrees latitude (g = 980.6199 gals.).
 AB3040
 AB3040.The modeled gravity was interpolated from observed gravity values.
 AB3040
 AB3040;                    North         East    Units  Estimated Accuracy
 AB3040;SPC GA E     -   280,500.      257,980.      MT  (+/- 180 meters Scaled)
 AB3040
 AB3040                          SUPERSEDED SURVEY CONTROL
 AB3040
 AB3040.No superseded survey control is available for this station.
 AB3040
 AB3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR484991(NAD 83)
 AB3040_MARKER: DV = VERTICAL CONTROL DISK
 AB3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3040_STAMPING: 112 USGS RESET 1991
 AB3040_MARK LOGO: NGS   
 AB3040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3040+STABILITY: SURFACE MOTION
 AB3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3040+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB3040
 AB3040  HISTORY     - Date     Condition        Report By
 AB3040  HISTORY     - 1991     MONUMENTED       NGS
 AB3040
 AB3040                          STATION DESCRIPTION
 AB3040
 AB3040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 AB3040'1.1 MILES (1.8 KM) NW ALONG STATE HWY 17 FROM ITS JUNCTION WITH STATE
 AB3040'HWY 24 IN OLIVER TO A CROSSROADS, THEN LEFT--SW--ABOUT 50 FEET (15.2
 AB3040'M) ON A DIRT ROAD TO THE MARK ON THE RIGHT.  A STANDARD NGS VERTICAL
 AB3040'CONTROL DISK SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE POST, 49
 AB3040'FEET (14.9 M) NW OF DIRT ROAD CENTERLINE, 34.5 FEET (10.5 M) NW OF NW
 AB3040'END OF 36 INCH METAL PIPE UNDER DIRT RD, 23 FEET (7.0 M) NE OF NE
 AB3040'RAIL, 12.8 FEET (3.9 M) WEST OF POLE WITH ELECTRIC METER, 8 FEET (2.4
 AB3040'M) NW OF NW EDGE OF METAL SWITCH BOX THAT IS 3 FEET (0.9 M) SQUARE AND
 AB3040'8 FEET (2.4 M) TALL AND PAINTED SILVER, ABOUT ON NW-SE AXIS OF CONTROL
 AB3040'BOX, ABOUT 1.5 FEET (0.5 M) BELOW TRACK AND JUST UNDER GRAVEL IN A 10
 AB3040'FT (3.0 M) BY 20 FT (6.1 M) PARKING AREA AROUND THE SWITCH BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1168 ***********************************************************************
 CL1168  DESIGNATION -  113 FAR USGS
 CL1168  PID         -  CL1168
 CL1168  STATE/COUNTY-  GA/EMANUEL
 CL1168  USGS QUAD   -  CANOOCHEE (1971)
 CL1168
 CL1168                         *CURRENT SURVEY CONTROL
 CL1168  ___________________________________________________________________
 CL1168* NAD 83(1986)-  32 40 12.     (N)    082 11 02.     (W)     SCALED    
 CL1168* NAVD 88     -       112.160  (meters)     367.98   (feet)  ADJUSTED  
 CL1168  ___________________________________________________________________
 CL1168  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CL1168  DYNAMIC HT  -         112.036 (meters)     367.57  (feet)  COMP
 CL1168  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 CL1168
 CL1168  VERT ORDER  -  FIRST     CLASS II
 CL1168
 CL1168.The horizontal coordinates were scaled from a topographic map and have
 CL1168.an estimated accuracy of +/- 6 seconds.
 CL1168
 CL1168.The orthometric height was determined by differential leveling
 CL1168.and adjusted by the National Geodetic Survey in June 1991..
 CL1168
 CL1168.The geoid height was determined by GEOID03.
 CL1168
 CL1168.The dynamic height is computed by dividing the NAVD 88
 CL1168.geopotential number by the normal gravity value computed on the
 CL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1168.degrees latitude (g = 980.6199 gals.).
 CL1168
 CL1168.The modeled gravity was interpolated from observed gravity values.
 CL1168
 CL1168;                    North         East    Units  Estimated Accuracy
 CL1168;SPC GA E     -   296,010.      198,390.      MT  (+/- 180 meters Scaled)
 CL1168
 CL1168                          SUPERSEDED SURVEY CONTROL
 CL1168
 CL1168.No superseded survey control is available for this station.
 CL1168
 CL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS889153(NAD 83)
 CL1168_MARKER: DD = SURVEY DISK
 CL1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1168_SP_SET: CONCRETE POST
 CL1168_STAMPING: 369 113 FAR 1970
 CL1168_PROJECTION: PROJECTING 5 CENTIMETERS
 CL1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1168+STABILITY: SURFACE MOTION
 CL1168
 CL1168  HISTORY     - Date     Condition        Report By
 CL1168  HISTORY     - 1970     MONUMENTED       USGS
 CL1168  HISTORY     - 1979     GOOD             NGS
 CL1168
 CL1168                          STATION DESCRIPTION
 CL1168
 CL1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1168'6.05 MI NW FROM TWIN CITY.
 CL1168'6.05 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 CL1168'U.S. HIGHWAY 80 AT MIDVILLE, AT THE JUNCTION OF THE CANOOCHEE-
 CL1168'GARFIELD ROAD, 219 FT. NORTHWEST OF POWERLINE POLE WITH TRANSFORMER
 CL1168'AND GUY WIRE, 79 FT. NORTHEAST OF CENTERLINE OF HIGHWAY 192, 73 FT.
 CL1168'SOUTHEAST OF CENTERLINE OF CANOOCHEE-GARFIELD ROAD, 29 FT. EAST OF
 CL1168'UNDERGROUND CABLE MARKER.
 CL1168'THE MARK IS 1 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0049 ***********************************************************************
 CL0049  DESIGNATION -  114 A FAR USGS
 CL0049  PID         -  CL0049
 CL0049  STATE/COUNTY-  GA/EMANUEL
 CL0049  USGS QUAD   -  CANOOCHEE (1971)
 CL0049
 CL0049                         *CURRENT SURVEY CONTROL
 CL0049  ___________________________________________________________________
 CL0049* NAD 83(1986)-  32 42 04.     (N)    082 11 51.     (W)     SCALED    
 CL0049* NAVD 88     -       105.114  (meters)     344.86   (feet)  ADJUSTED  
 CL0049  ___________________________________________________________________
 CL0049  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CL0049  DYNAMIC HT  -         104.998 (meters)     344.48  (feet)  COMP
 CL0049  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CL0049
 CL0049  VERT ORDER  -  FIRST     CLASS II
 CL0049
 CL0049.The horizontal coordinates were scaled from a topographic map and have
 CL0049.an estimated accuracy of +/- 6 seconds.
 CL0049
 CL0049.The orthometric height was determined by differential leveling
 CL0049.and adjusted by the National Geodetic Survey in June 1991..
 CL0049
 CL0049.The geoid height was determined by GEOID03.
 CL0049
 CL0049.The dynamic height is computed by dividing the NAVD 88
 CL0049.geopotential number by the normal gravity value computed on the
 CL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0049.degrees latitude (g = 980.6199 gals.).
 CL0049
 CL0049.The modeled gravity was interpolated from observed gravity values.
 CL0049
 CL0049;                    North         East    Units  Estimated Accuracy
 CL0049;SPC GA E     -   299,460.      197,110.      MT  (+/- 180 meters Scaled)
 CL0049
 CL0049                          SUPERSEDED SURVEY CONTROL
 CL0049
 CL0049.No superseded survey control is available for this station.
 CL0049
 CL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS877187(NAD 83)
 CL0049_MARKER: DD = SURVEY DISK
 CL0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0049_STAMPING: 114 A FAR 1970 346
 CL0049_PROJECTION: FLUSH
 CL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0049+STABILITY: SURFACE MOTION
 CL0049
 CL0049  HISTORY     - Date     Condition        Report By
 CL0049  HISTORY     - 1970     MONUMENTED       USGS
 CL0049  HISTORY     - 1970     GOOD             NGS
 CL0049  HISTORY     - 1979     GOOD             NGS
 CL0049
 CL0049                          STATION DESCRIPTION
 CL0049
 CL0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CL0049'2.5 MI N FROM CANOOCHEE.
 CL0049'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 192 FROM THE POST
 CL0049'OFFICE AT CANOOCHEE, 42 FEET SOUTH AND 49 FEET EAST OF THE CENTER
 CL0049'LINE OF THE HIGHWAY, 15 FEET NORTH OF A WOODS TRAIL, 3 FEET
 CL0049'SOUTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY AND
 CL0049'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL0049'NOTE-- THIS MARK WAS SET TO TAKE THE PLACE OF A 135.
 CL0049
 CL0049                          STATION RECOVERY (1979)
 CL0049
 CL0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0049'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF U.S.
 CL0049'HIGHWAY 80 AT TWIN CITY, AT THE JUNCTION OF COUNTY ROAD 42, 33 FT.
 CL0049'WEST OF THE JUNCTION POWERLINE POLE WITH GUY WIRE, 40.5 FT. EAST
 CL0049'OF CENTERLINE OF HIGHWAY 192, 25.5 FT. SOUTH OF CENTERLINE OF COUNTY
 CL0049'ROAD 42, 3 FT. EAST OF POWERLINE POLE WITH UNDERGROUND CABLE.
 CL0049'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1166 ***********************************************************************
 CL1166  DESIGNATION -  114 FAR USGS
 CL1166  PID         -  CL1166
 CL1166  STATE/COUNTY-  GA/EMANUEL
 CL1166  USGS QUAD   -  CANOOCHEE (1971)
 CL1166
 CL1166                         *CURRENT SURVEY CONTROL
 CL1166  ___________________________________________________________________
 CL1166* NAD 83(1986)-  32 41 03.     (N)    082 11 46.     (W)     SCALED    
 CL1166* NAVD 88     -        98.892  (meters)     324.45   (feet)  ADJUSTED  
 CL1166  ___________________________________________________________________
 CL1166  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CL1166  DYNAMIC HT  -          98.783 (meters)     324.09  (feet)  COMP
 CL1166  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CL1166
 CL1166  VERT ORDER  -  FIRST     CLASS II
 CL1166
 CL1166.The horizontal coordinates were scaled from a topographic map and have
 CL1166.an estimated accuracy of +/- 6 seconds.
 CL1166
 CL1166.The orthometric height was determined by differential leveling
 CL1166.and adjusted by the National Geodetic Survey in June 1991..
 CL1166
 CL1166.The geoid height was determined by GEOID03.
 CL1166
 CL1166.The dynamic height is computed by dividing the NAVD 88
 CL1166.geopotential number by the normal gravity value computed on the
 CL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1166.degrees latitude (g = 980.6199 gals.).
 CL1166
 CL1166.The modeled gravity was interpolated from observed gravity values.
 CL1166
 CL1166;                    North         East    Units  Estimated Accuracy
 CL1166;SPC GA E     -   297,580.      197,240.      MT  (+/- 180 meters Scaled)
 CL1166
 CL1166                          SUPERSEDED SURVEY CONTROL
 CL1166
 CL1166.No superseded survey control is available for this station.
 CL1166
 CL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS878169(NAD 83)
 CL1166_MARKER: DB = BENCH MARK DISK
 CL1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1166_SP_SET: CONCRETE POST
 CL1166_STAMPING: 325 114 FAR 1970
 CL1166_PROJECTION: FLUSH
 CL1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1166+STABILITY: SURFACE MOTION
 CL1166
 CL1166  HISTORY     - Date     Condition        Report By
 CL1166  HISTORY     - 1970     MONUMENTED       USGS
 CL1166  HISTORY     - 1979     GOOD             NGS
 CL1166
 CL1166                          STATION DESCRIPTION
 CL1166
 CL1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1166'7.3 MI NW FROM TWIN CITY.
 CL1166'7.3 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF U.S.
 CL1166'HIGHWAY 80 AT TWIN CITY, AT THE NORTH EDGE OF A PINE FOREST-SOUTH OF
 CL1166'A PLOWED FIELD, 0.2 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 39,
 CL1166'40 FT. EAST OF CENTERLINE OF HIGHWAY 192, 3.5 FT. EAST OF FENCE LINE,
 CL1166'5.5 FT. SOUTH OF 6-INCH PINE TREE.
 CL1166'THE MARK IS 3 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1163 ***********************************************************************
 CL1163  DESIGNATION -  115 FAR USGS
 CL1163  PID         -  CL1163
 CL1163  STATE/COUNTY-  GA/EMANUEL
 CL1163  USGS QUAD   -  CANOOCHEE (1971)
 CL1163
 CL1163                         *CURRENT SURVEY CONTROL
 CL1163  ___________________________________________________________________
 CL1163* NAD 83(1986)-  32 42 53.     (N)    082 12 27.     (W)     SCALED    
 CL1163* NAVD 88     -        95.604  (meters)     313.66   (feet)  ADJUSTED  
 CL1163  ___________________________________________________________________
 CL1163  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CL1163  DYNAMIC HT  -          95.498 (meters)     313.31  (feet)  COMP
 CL1163  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 CL1163
 CL1163  VERT ORDER  -  FIRST     CLASS II
 CL1163
 CL1163.The horizontal coordinates were scaled from a topographic map and have
 CL1163.an estimated accuracy of +/- 6 seconds.
 CL1163
 CL1163.The orthometric height was determined by differential leveling
 CL1163.and adjusted by the National Geodetic Survey in June 1991..
 CL1163
 CL1163.The geoid height was determined by GEOID03.
 CL1163
 CL1163.The dynamic height is computed by dividing the NAVD 88
 CL1163.geopotential number by the normal gravity value computed on the
 CL1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1163.degrees latitude (g = 980.6199 gals.).
 CL1163
 CL1163.The modeled gravity was interpolated from observed gravity values.
 CL1163
 CL1163;                    North         East    Units  Estimated Accuracy
 CL1163;SPC GA E     -   300,970.      196,170.      MT  (+/- 180 meters Scaled)
 CL1163
 CL1163                          SUPERSEDED SURVEY CONTROL
 CL1163
 CL1163.No superseded survey control is available for this station.
 CL1163
 CL1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS868203(NAD 83)
 CL1163_MARKER: DD = SURVEY DISK
 CL1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1163_SP_SET: CONCRETE POST
 CL1163_STAMPING: 115 FAR 1970
 CL1163_PROJECTION: FLUSH
 CL1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1163+STABILITY: SURFACE MOTION
 CL1163
 CL1163  HISTORY     - Date     Condition        Report By
 CL1163  HISTORY     - 1970     MONUMENTED       USGS
 CL1163  HISTORY     - 1979     GOOD             NGS
 CL1163
 CL1163                          STATION DESCRIPTION
 CL1163
 CL1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1163'9.6 MI NW FROM TWIN CITY.
 CL1163'9.6 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF U.S.
 CL1163'HIGHWAY 80 AT TWIN CITY, 50 FT. SOUTHWEST OF CENTERLINE OF HIGHWAY
 CL1163'192, 41 FT. NORTHWEST OF EXTENDED CENTERLINE OF DRIVE TO ONE STORY
 CL1163'BRICK HOUSE, 4 FT. SOUTHWEST OF POWERLINE POLE D151 AND UNDERGROUND
 CL1163'CABLE MARKER, 2 FT. NORTHEAST OF 10-INCH PINE TREE.
 CL1163'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 CL1163'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0172 ***********************************************************************
 BD0172  DESIGNATION -  115.1
 BD0172  PID         -  BD0172
 BD0172  STATE/COUNTY-  GA/CHARLTON
 BD0172  USGS QUAD   -  MONIAC (1994)
 BD0172
 BD0172                         *CURRENT SURVEY CONTROL
 BD0172  ___________________________________________________________________
 BD0172* NAD 83(1986)-  30 31 06.     (N)    082 13 18.     (W)     SCALED    
 BD0172* NAVD 88     -        34.80   (+/-2cm)     114.2    (feet)  VERTCON   
 BD0172  ___________________________________________________________________
 BD0172  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD0172
 BD0172  VERT ORDER  -  ? (See Below)
 BD0172
 BD0172.The horizontal coordinates were scaled from a topographic map and have
 BD0172.an estimated accuracy of +/- 6 seconds.
 BD0172
 BD0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD0172.The vertical order pertains to the NGVD 29 superseded value.
 BD0172
 BD0172.The geoid height was determined by GEOID03.
 BD0172
 BD0172;                    North         East    Units  Estimated Accuracy
 BD0172;SPC GA E     -    57,460.      194,720.      MT  (+/- 180 meters Scaled)
 BD0172
 BD0172                          SUPERSEDED SURVEY CONTROL
 BD0172
 BD0172  NGVD 29 (??/??/92)   35.082  (m)          115.10   (f) ADJ UNCH    ?  
 BD0172
 BD0172.Superseded values are not recommended for survey control.
 BD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0172.See file dsdata.txt to determine how the superseded data were derived.
 BD0172
 BD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP827768(NAD 83)
 BD0172_MARKER: N = NAIL
 BD0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0172_SP_SET: PINE STUMP
 BD0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0172
 BD0172  HISTORY     - Date     Condition        Report By
 BD0172  HISTORY     - UNK      MONUMENTED       USGS
 BD0172  HISTORY     - 1957     GOOD             NGS
 BD0172
 BD0172                          STATION DESCRIPTION
 BD0172
 BD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0172'AT MONIAC.
 BD0172'AT MONIAC, CHARLTON COUNTY, ABOUT 500 FEET EAST OF THE SOUTHERN
 BD0172'RAILWAY STATION, AT A PUBLIC ROAD CROSSING, 30 FEET NORTH OF
 BD0172'THE CENTERLINE OF THE TRACK, 15 FEET WEST OF THE ROAD, AND IN
 BD0172'THE ROOT OF A 15-INCH PINE STUMP.  A USGS STANDARD COPPER NAIL
 BD0172'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1161 ***********************************************************************
 CL1161  DESIGNATION -  116 FAR USGS
 CL1161  PID         -  CL1161
 CL1161  STATE/COUNTY-  GA/EMANUEL
 CL1161  USGS QUAD   -  CANOOCHEE (1971)
 CL1161
 CL1161                         *CURRENT SURVEY CONTROL
 CL1161  ___________________________________________________________________
 CL1161* NAD 83(1986)-  32 43 31.     (N)    082 13 19.     (W)     SCALED    
 CL1161* NAVD 88     -        80.539  (meters)     264.24   (feet)  ADJUSTED  
 CL1161  ___________________________________________________________________
 CL1161  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CL1161  DYNAMIC HT  -          80.450 (meters)     263.94  (feet)  COMP
 CL1161  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 CL1161
 CL1161  VERT ORDER  -  FIRST     CLASS II
 CL1161
 CL1161.The horizontal coordinates were scaled from a topographic map and have
 CL1161.an estimated accuracy of +/- 6 seconds.
 CL1161
 CL1161.The orthometric height was determined by differential leveling
 CL1161.and adjusted by the National Geodetic Survey in June 1991..
 CL1161
 CL1161.The geoid height was determined by GEOID03.
 CL1161
 CL1161.The dynamic height is computed by dividing the NAVD 88
 CL1161.geopotential number by the normal gravity value computed on the
 CL1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1161.degrees latitude (g = 980.6199 gals.).
 CL1161
 CL1161.The modeled gravity was interpolated from observed gravity values.
 CL1161
 CL1161;                    North         East    Units  Estimated Accuracy
 CL1161;SPC GA E     -   302,140.      194,820.      MT  (+/- 180 meters Scaled)
 CL1161
 CL1161                          SUPERSEDED SURVEY CONTROL
 CL1161
 CL1161.No superseded survey control is available for this station.
 CL1161
 CL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS854214(NAD 83)
 CL1161_MARKER: DD = SURVEY DISK
 CL1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1161_SP_SET: CONCRETE POST
 CL1161_STAMPING: 116 FAR 1970
 CL1161_PROJECTION: FLUSH
 CL1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1161+STABILITY: SURFACE MOTION
 CL1161
 CL1161  HISTORY     - Date     Condition        Report By
 CL1161  HISTORY     - 1970     MONUMENTED       USGS
 CL1161  HISTORY     - 1979     GOOD             NGS
 CL1161
 CL1161                          STATION DESCRIPTION
 CL1161
 CL1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1161'10.8 MI NW FROM TWIN CITY.
 CL1161'10.8 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 CL1161'U.S. HIGHWAY, AT THE JUNCTION OF COUNTY ROAD 15 NORTH, AT THE
 CL1161'APPROXIMATE JUNCTION OF TWO FENCE LINES IN THE SOUTH RIGHT-OF-WAY,
 CL1161'69 FT. NORTHWEST OF EXTENDED CENTERLINE OF COUNTY ROAD 15, 45 FT.
 CL1161'SOUTHWEST OF CENTERLINE OF HIGHWAY 192, 7.5 FT. WEST OF UNDERGROUND
 CL1161'CABLE MARKER.
 CL1161'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CL1161'THE MARK IS 3 FT BELOW HIGHWAY 192.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0371 ***********************************************************************
 EE0371  DESIGNATION -  1166
 EE0371  PID         -  EE0371
 EE0371  STATE/COUNTY-  GA/GILMER
 EE0371  USGS QUAD   -  TALKING ROCK (1985)
 EE0371
 EE0371                         *CURRENT SURVEY CONTROL
 EE0371  ___________________________________________________________________
 EE0371* NAD 83(1986)-  34 35 49.     (N)    084 30 33.     (W)     SCALED    
 EE0371* NAVD 88     -       355.709  (meters)    1167.02   (feet)  ADJUSTED  
 EE0371  ___________________________________________________________________
 EE0371  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 EE0371  DYNAMIC HT  -         355.336 (meters)    1165.80  (feet)  COMP
 EE0371  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 EE0371
 EE0371  VERT ORDER  -  SECOND    CLASS 0
 EE0371
 EE0371.The horizontal coordinates were scaled from a topographic map and have
 EE0371.an estimated accuracy of +/- 6 seconds.
 EE0371
 EE0371.The orthometric height was determined by differential leveling
 EE0371.and adjusted by the National Geodetic Survey in June 1991..
 EE0371
 EE0371.The geoid height was determined by GEOID03.
 EE0371
 EE0371.The dynamic height is computed by dividing the NAVD 88
 EE0371.geopotential number by the normal gravity value computed on the
 EE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0371.degrees latitude (g = 980.6199 gals.).
 EE0371
 EE0371.The modeled gravity was interpolated from observed gravity values.
 EE0371
 EE0371;                    North         East    Units  Estimated Accuracy
 EE0371;SPC GA W     -   509,770.      668,580.      MT  (+/- 180 meters Scaled)
 EE0371
 EE0371                          SUPERSEDED SURVEY CONTROL
 EE0371
 EE0371  NGVD 29 (??/??/92)  355.701  (m)         1167.00   (f) ADJ UNCH    2 0
 EE0371
 EE0371.Superseded values are not recommended for survey control.
 EE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0371.See file dsdata.txt to determine how the superseded data were derived.
 EE0371
 EE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD284311(NAD 83)
 EE0371_MARKER: DD = SURVEY DISK
 EE0371_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 EE0371_STAMPING: 1166
 EE0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0371
 EE0371  HISTORY     - Date     Condition        Report By
 EE0371  HISTORY     - UNK      MONUMENTED       USGS
 EE0371  HISTORY     - 1972     POOR             NGS
 EE0371
 EE0371                          STATION DESCRIPTION
 EE0371
 EE0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0371'7.8 MI S FROM ELLIJAY.
 EE0371'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 52 (RIVER STREET) FROM
 EE0371'THE COUNTY COURTHOUSE AT ELLIJAY, THENCE ABOUT 7.3 MILES SOUTH
 EE0371'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 0.55 MILE SOUTH OF A
 EE0371'CROSSING OF THE RAILROAD AND A DIRT ROAD, 54 FEET EAST OF THE EAST
 EE0371'RAIL, SET VERTICALLY IN A 19- BY 26-INCH ROCK THAT IS 4 INCHES
 EE0371'THICK, 3 1/2 FEET WEST OF A 12-INCH TREE WHICH FORMS THE WEST
 EE0371'GATE POST FOR A WIRE GATE IN A FENCE, 1 1/2 FEET SOUTHWEST OF A
 EE0371'9-INCH TREE, 1 1/2 FEET EAST OF A WIRE FENCE, 2.3 FEET NORTH OF
 EE0371'A METAL WITNESS POST, 10 INCHES ABOVE THE GROUND, AND ABOUT 2
 EE0371'FEET ABOVE THE TRACKS.  NOTE-- THE MARK IS CONSIDERED POOR
 EE0371'BECAUSE THE ROCK IS SO SMALL IT COULD EASILY BE MOVED.  THE
 EE0371'STAMPING ON THE DISK IS TURNED HALF OVER AS THOUGH THE ROCK HAS
 EE0371'BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1159 ***********************************************************************
 CL1159  DESIGNATION -  117 FAR USGS
 CL1159  PID         -  CL1159
 CL1159  STATE/COUNTY-  GA/EMANUEL
 CL1159  USGS QUAD   -  CANOOCHEE (1971)
 CL1159
 CL1159                         *CURRENT SURVEY CONTROL
 CL1159  ___________________________________________________________________
 CL1159* NAD 83(1986)-  32 43 45.     (N)    082 14 33.     (W)     SCALED    
 CL1159* NAVD 88     -        82.869  (meters)     271.88   (feet)  ADJUSTED  
 CL1159  ___________________________________________________________________
 CL1159  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CL1159  DYNAMIC HT  -          82.777 (meters)     271.58  (feet)  COMP
 CL1159  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 CL1159
 CL1159  VERT ORDER  -  FIRST     CLASS II
 CL1159
 CL1159.The horizontal coordinates were scaled from a topographic map and have
 CL1159.an estimated accuracy of +/- 6 seconds.
 CL1159
 CL1159.The orthometric height was determined by differential leveling
 CL1159.and adjusted by the National Geodetic Survey in June 1991..
 CL1159
 CL1159.The geoid height was determined by GEOID03.
 CL1159
 CL1159.The dynamic height is computed by dividing the NAVD 88
 CL1159.geopotential number by the normal gravity value computed on the
 CL1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1159.degrees latitude (g = 980.6199 gals.).
 CL1159
 CL1159.The modeled gravity was interpolated from observed gravity values.
 CL1159
 CL1159;                    North         East    Units  Estimated Accuracy
 CL1159;SPC GA E     -   302,570.      192,890.      MT  (+/- 180 meters Scaled)
 CL1159
 CL1159                          SUPERSEDED SURVEY CONTROL
 CL1159
 CL1159.No superseded survey control is available for this station.
 CL1159
 CL1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS835219(NAD 83)
 CL1159_MARKER: DD = SURVEY DISK
 CL1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1159_SP_SET: CONCRETE POST
 CL1159_STAMPING: 117 FAR 1970
 CL1159_PROJECTION: FLUSH
 CL1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1159+STABILITY: SURFACE MOTION
 CL1159
 CL1159  HISTORY     - Date     Condition        Report By
 CL1159  HISTORY     - 1970     MONUMENTED       USGS
 CL1159  HISTORY     - 1979     GOOD             NGS
 CL1159
 CL1159                          STATION DESCRIPTION
 CL1159
 CL1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1159'12.0 MI NW FROM TWIN CITY.
 CL1159'12.0 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF U.S.
 CL1159'HIGHWAY 80 AT TWIN CITY, AT THE JUNCTION OF COUNTY ROAD 3, 350 FT.
 CL1159'WEST OF A TRIANGULAR SHAPED FARM POND, 37 FT. SOUTH OF THE
 CL1159'CENTERLINE OF HIGHWAY 192, 56 FT. EAST OF THE EXTENDED CENTERLINE
 CL1159'OF COUNTY ROAD 3, 4 FT. SOUTHEAST OF A JUNCTION POWERLINE POLE WITH
 CL1159'TRANSFORMER, 3 FT. NORTH OF A FENCE LINE.
 CL1159'THE MARK IS 1 FT  W FROM A WITNESS POST.
 CL1159'THE MARK IS 3 FT ABOVE HIGHWAY 192.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0802 ***********************************************************************
 BC0802  DESIGNATION -  11.8
 BC0802  PID         -  BC0802
 BC0802  STATE/COUNTY-  GA/CAMDEN
 BC0802  USGS QUAD   -  WOODBINE (1993)
 BC0802
 BC0802                         *CURRENT SURVEY CONTROL
 BC0802  ___________________________________________________________________
 BC0802* NAD 83(1986)-  30 57 46.     (N)    081 43 08.     (W)     SCALED    
 BC0802* NAVD 88     -         3.237  (meters)      10.62   (feet)  ADJUSTED  
 BC0802  ___________________________________________________________________
 BC0802  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BC0802  DYNAMIC HT  -           3.233 (meters)      10.61  (feet)  COMP
 BC0802  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BC0802
 BC0802  VERT ORDER  -  FIRST     CLASS I
 BC0802
 BC0802.The horizontal coordinates were scaled from a topographic map and have
 BC0802.an estimated accuracy of +/- 6 seconds.
 BC0802
 BC0802.The orthometric height was determined by differential leveling
 BC0802.and adjusted by the National Geodetic Survey in June 1991..
 BC0802
 BC0802.The geoid height was determined by GEOID03.
 BC0802
 BC0802.The dynamic height is computed by dividing the NAVD 88
 BC0802.geopotential number by the normal gravity value computed on the
 BC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0802.degrees latitude (g = 980.6199 gals.).
 BC0802
 BC0802.The modeled gravity was interpolated from observed gravity values.
 BC0802
 BC0802;                    North         East    Units  Estimated Accuracy
 BC0802;SPC GA E     -   106,810.      242,780.      MT  (+/- 180 meters Scaled)
 BC0802
 BC0802                          SUPERSEDED SURVEY CONTROL
 BC0802
 BC0802  NGVD 29 (??/??/92)    3.586  (m)           11.77   (f) ADJ UNCH    1 1
 BC0802
 BC0802.Superseded values are not recommended for survey control.
 BC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0802.See file dsdata.txt to determine how the superseded data were derived.
 BC0802
 BC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ313256(NAD 83)
 BC0802_MARKER: Q = CHISELED SQUARE
 BC0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0802_SP_SET: GUARDRAIL
 BC0802_MARK LOGO: NONE  
 BC0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0802+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1991
 BC0802
 BC0802  HISTORY     - Date     Condition        Report By
 BC0802  HISTORY     - UNK      MONUMENTED       USGS
 BC0802  HISTORY     - 1975     GOOD             NGS
 BC0802  HISTORY     - 19910404 POOR             NGS
 BC0802
 BC0802                          STATION DESCRIPTION
 BC0802
 BC0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0802'0.5 MI S FROM WOODBINE.
 BC0802'0.30 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM POST OFFICE IN
 BC0802'WOODBINE, THENCE 0.2 MILES EAST ALONG 8TH STREET, CHISELED SQUARE
 BC0802'IN TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL OF
 BC0802'BRIDGE AT JUNCTION OF 8TH STREET AND GEORGIA AVENUE, 130.5 FEET
 BC0802'SOUTH OF THE JUNCTION OF GEORGIA AVENUE AND 8TH STREET, 12.0
 BC0802'FEET OF THE CENTER LINE OF GEORGIA AVENUE, AND 2 1/2 FEET ABOVE
 BC0802'THE LEVEL OF THE AVENUE.
 BC0802
 BC0802                          STATION RECOVERY (1991)
 BC0802
 BC0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0802'0.3 KM (0.2 MI) NORTHEASTERLY ALONG GEORGIA AVENUE FROM THE
 BC0802'INTERSECTION OF STATE HIGHWAY 25 SPUR IN WOODBINE, A CHISELED SQUARE
 BC0802'IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE EAST
 BC0802'CONCRETE GUARDRAIL OF A BRIDGE SPANNING A SMALL CREEK, 3.6 M (11.8
 BC0802'FT) EAST OF THE AVENUE CENTERLINE, AND 0.6 M (2.0 FT) ABOVE THE LEVEL
 BC0802'OF THE HIGHWAY.  NOTE--THE GUARDRAIL IS WEATHER BEATEN AND THE SQUARE
 BC0802'IS BEARLY VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1157 ***********************************************************************
 CL1157  DESIGNATION -  118 FAR USGS
 CL1157  PID         -  CL1157
 CL1157  STATE/COUNTY-  GA/EMANUEL
 CL1157  USGS QUAD   -  SUMMERTOWN (1985)
 CL1157
 CL1157                         *CURRENT SURVEY CONTROL
 CL1157  ___________________________________________________________________
 CL1157* NAD 83(1986)-  32 44 11.     (N)    082 15 41.     (W)     SCALED    
 CL1157* NAVD 88     -        77.056  (meters)     252.81   (feet)  ADJUSTED  
 CL1157  ___________________________________________________________________
 CL1157  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL1157  DYNAMIC HT  -          76.970 (meters)     252.53  (feet)  COMP
 CL1157  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CL1157
 CL1157  VERT ORDER  -  FIRST     CLASS II
 CL1157
 CL1157.The horizontal coordinates were scaled from a topographic map and have
 CL1157.an estimated accuracy of +/- 6 seconds.
 CL1157
 CL1157.The orthometric height was determined by differential leveling
 CL1157.and adjusted by the National Geodetic Survey in June 1991..
 CL1157
 CL1157.The geoid height was determined by GEOID03.
 CL1157
 CL1157.The dynamic height is computed by dividing the NAVD 88
 CL1157.geopotential number by the normal gravity value computed on the
 CL1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1157.degrees latitude (g = 980.6199 gals.).
 CL1157
 CL1157.The modeled gravity was interpolated from observed gravity values.
 CL1157
 CL1157;                    North         East    Units  Estimated Accuracy
 CL1157;SPC GA E     -   303,370.      191,120.      MT  (+/- 180 meters Scaled)
 CL1157
 CL1157                          SUPERSEDED SURVEY CONTROL
 CL1157
 CL1157.No superseded survey control is available for this station.
 CL1157
 CL1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS818227(NAD 83)
 CL1157_MARKER: DD = SURVEY DISK
 CL1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1157_SP_SET: CONCRETE POST
 CL1157_STAMPING: 118 FAR 1970
 CL1157_PROJECTION: FLUSH
 CL1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1157+STABILITY: SURFACE MOTION
 CL1157
 CL1157  HISTORY     - Date     Condition        Report By
 CL1157  HISTORY     - 1970     MONUMENTED       USGS
 CL1157  HISTORY     - 1979     GOOD             NGS
 CL1157
 CL1157                          STATION DESCRIPTION
 CL1157
 CL1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1157'13.5 MI NW FROM TWIN CITY.
 CL1157'13.5 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION OF
 CL1157'U.S. HIGHWAY 80 AT TWIN CITY, IN THE SOUTHWEST RIGHT-OF-WAY ACROSS
 CL1157'THE HIGHWAY FROM A ONE STORY FRAME HOUSE, 0.75 MILE SOUTHEAST OF
 CL1157'BENCH MARK G 345, 40 FT. SOUTHWEST OF CENTERLINE OF HIGHWAY 192, 27.5
 CL1157'FT. SOUTHEAST OF POWERLINE POLE WITH TRANSFORMER, 6.5 FT. SOUTHEAST
 CL1157'EAST OF CENTERLINE OF FIELD ROAD, 4 FT. NORTHEAST OF FENCE LINE.
 CL1157'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CL1157'THE MARK IS 1 FT ABOVE HIGHWAY 192.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2881 ***********************************************************************
 ED2881  DESIGNATION -  119 204 AZ MK
 ED2881  PID         -  ED2881
 ED2881  STATE/COUNTY-  GA/RABUN
 ED2881  USGS QUAD   -  DILLARD (1988)
 ED2881
 ED2881                         *CURRENT SURVEY CONTROL
 ED2881  ___________________________________________________________________
 ED2881* NAD 83(1986)-  34 52 59.     (N)    083 23 52.     (W)     SCALED    
 ED2881* NAVD 88     -       576.293  (meters)    1890.72   (feet)  ADJUSTED  
 ED2881  ___________________________________________________________________
 ED2881  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ED2881  DYNAMIC HT  -         575.669 (meters)    1888.67  (feet)  COMP
 ED2881  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 ED2881
 ED2881  VERT ORDER  -  FIRST     CLASS II
 ED2881
 ED2881.The horizontal coordinates were scaled from a topographic map and have
 ED2881.an estimated accuracy of +/- 6 seconds.
 ED2881
 ED2881.The orthometric height was determined by differential leveling
 ED2881.and adjusted by the National Geodetic Survey in April 1998..
 ED2881
 ED2881.The geoid height was determined by GEOID03.
 ED2881
 ED2881.The dynamic height is computed by dividing the NAVD 88
 ED2881.geopotential number by the normal gravity value computed on the
 ED2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED2881.degrees latitude (g = 980.6199 gals.).
 ED2881
 ED2881.The modeled gravity was interpolated from observed gravity values.
 ED2881
 ED2881;                    North         East    Units  Estimated Accuracy
 ED2881;SPC GA W     -   541,720.      770,280.      MT  (+/- 180 meters Scaled)
 ED2881
 ED2881                          SUPERSEDED SURVEY CONTROL
 ED2881
 ED2881.No superseded survey control is available for this station.
 ED2881
 ED2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU808626(NAD 83)
 ED2881_MARKER: DD = SURVEY DISK
 ED2881_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ED2881+WITH SETTING: PAVEMENT
 ED2881_SP_SET: SIGN FOUNDATION
 ED2881_STAMPING: 119-204 AZ MK 1975
 ED2881_MARK LOGO: GADT  
 ED2881_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ED2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2881+STABILITY: SURFACE MOTION
 ED2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED2881+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1994
 ED2881
 ED2881  HISTORY     - Date     Condition        Report By
 ED2881  HISTORY     - 1975     MONUMENTED       GADT
 ED2881  HISTORY     - 19940915 GOOD             NGS
 ED2881
 ED2881                          STATION DESCRIPTION
 ED2881
 ED2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED2881'IN CLAYTON, 0.5 MILE (0.8 KM) NORTH ALONG US HWYS 23 AND 441 FROM US
 ED2881'76 EAST AND 0.25 MILE (0.40 KM) NORTH FROM US 76 WEST TO THE MARK ON
 ED2881'THE LEFT IN NE CORNER OF CONCRETE BASE FOR CIRCLE K FOOD STORE SIGN,
 ED2881'ACROSS FROM THE CHAMBER OF COMMERCE/VISITORS CENTER, 73 FT (22.3 M)
 ED2881'WEST OF HWY, 72 FT (21.9 M) NE OF NE CORNER OF STORE, 28 FT (8.5 M)
 ED2881'WEST OF HWY CURB, 9.3 FT (2.8 M) NNW OF A LIGHT POLE, 6 FT (1.8 M) SW
 ED2881'OF A FENCE CORNER, 1.5 FT (0.5 M) NE OF NE CORNER OF SIGN PEDESTAL,
 ED2881'FLUSH WITH CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1893 ***********************************************************************
 DF1893  DESIGNATION -  11C 42 ECC
 DF1893  PID         -  DF1893
 DF1893  STATE/COUNTY-  GA/WILKES
 DF1893  USGS QUAD   -  WASHINGTON WEST (1986)
 DF1893
 DF1893                         *CURRENT SURVEY CONTROL
 DF1893  ___________________________________________________________________
 DF1893* NAD 83(1994)-  33 44 19.14235(N)    082 45 06.52222(W)     ADJUSTED  
 DF1893* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 DF1893  ___________________________________________________________________
 DF1893  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DF1893  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DF1893
 DF1893  HORZ ORDER  -  THIRD
 DF1893
 DF1893.The horizontal coordinates were established by classical geodetic methods
 DF1893.and adjusted by the National Geodetic Survey in September 1997..
 DF1893
 DF1893.The orthometric height was scaled from a topographic map.
 DF1893
 DF1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1893
 DF1893.The geoid height was determined by GEOID03.
 DF1893
 DF1893;                    North         East     Units Scale Factor Converg.
 DF1893;SPC GA E     -   414,671.483   145,781.566   MT  0.99993623   -0 19 30.0
 DF1893;SPC GA E     - 1,360,468.02    478,285.02   sFT  0.99993623   -0 19 30.0
 DF1893;UTM  17      - 3,734,556.826   337,720.465   MT  0.99992466   -0 58 23.4
 DF1893
 DF1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1893!SPC GA E     -   0.99997816  x   0.99993623  =   0.99991439
 DF1893!UTM  17      -   0.99997816  x   0.99992466  =   0.99990282
 DF1893
 DF1893|---------------------------------------------------------------------|
 DF1893| PID    Reference Object                     Distance      Geod. Az  |
 DF1893|                                                           dddmmss.s |
 DF1893| DF2798 11C 42 ECC RM 1                      25.134 METERS 09952     |
 DF1893| DF2799 11C 42 ECC RM 2                      31.741 METERS 19226     |
 DF1893| DF1945 CELESTE                             APPROX.11.5 KM 2822531.4 |
 DF1893| DF2797 11C 42 ECC AZ MK                                   2972207.6 |
 DF1893|---------------------------------------------------------------------|
 DF1893
 DF1893                          SUPERSEDED SURVEY CONTROL
 DF1893
 DF1893  NAD 83(1986)-  33 44 19.14865(N)    082 45 06.52024(W) AD(       ) 3
 DF1893  NAD 27      -  33 44 18.68500(N)    082 45 06.99800(W) AD(       ) 3
 DF1893
 DF1893.Superseded values are not recommended for survey control.
 DF1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1893.See file dsdata.txt to determine how the superseded data were derived.
 DF1893
 DF1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3772034557(NAD 83)
 DF1893_MARKER: DS = TRIANGULATION STATION DISK
 DF1893_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DF1893
 DF1893  HISTORY     - Date     Condition        Report By
 DF1893  HISTORY     - 1935     MONUMENTED       CGS
 DF1893  HISTORY     - 1955     GOOD             CGS
 DF1893
 DF1893                          STATION DESCRIPTION
 DF1893
 DF1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1893'ABOUT 0.75 MILES WEST OF COURTHOUSE AT WASHINGTON, ON SOUTH SIDE
 DF1893'OF U.S. HIGHWAY 78, IN NORTHWEST CORNER OF PLAYGROUND, ON PROPERTY
 DF1893'BELONGING TO ST. JOSEPHS HOME, ABOUT 200 FEET WEST OF NORTHWEST
 DF1893'CORNER OF MAIN BRICK BUILDING, ABOUT 125 FEET SOUTH OF CENTER LINE OF
 DF1893'U.S. HIGHWAY 78, 92.5 FEET SOUTH OF EAST-WEST FENCE LINE AND 15.5
 DF1893'FEET EAST OF NORTH-SOUTH FENCE LINE.  SURFACE AND UNDERGROUND MARKS
 DF1893'ARE STANDARD DISKS IN CONCRETE.  UPPER MARK IS 1
 DF1893'INCH UNDERGROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 DF1893'ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS ABOUT 1 INCH
 DF1893'UNDERGROUND, 70.9 FEET SOUTH OF EAST-WEST FENCE LINE AND 82.46 FEET
 DF1893'EAST OF STATION S 80 DEG 07 MIN E.  NO. 2 IS ALONG FENCE LINE
 DF1893'AND 104.13 FEET SOUTH OF STATION S 12 DEG 26 MIN W.  AZIMUTH
 DF1893'MARK IS AT NORTHWEST CORNER OF FIELD, ON PROPERTY BELONGING TO ST.
 DF1893'JOSEPHS HOME, ABOUT 30 FEET NORTHEAST OF SMALL BUNGALOW, 30 FEET
 DF1893'SOUTH OF CENTER LINE OF ROAD, 20 FEET EAST OF NORTH-SOUTH FENCE
 DF1893'LINE, 3 FEET EAST OF 36-INCH STUMP, 3 FEET SOUTH OF EAST-WEST
 DF1893'FENCE LINE AND 0.15 MILE WEST-NORTHWEST OF STATION N 62 DEG 38 MIN W.
 DF1893'11C-42 (GA.GEOD.S.) (SEE DESCRIPTION THEREOF)
 DF1893'IS 107.68 FEET NORTH OF STATION N 34 DEG 02 MIN E.
 DF1893'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 135.68 FEET.
 DF1893
 DF1893                          STATION RECOVERY (1955)
 DF1893
 DF1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR)
 DF1893'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT THE AZIMUTH MARK (STUMP
 DF1893'AND E-W FENCE GONE AND STREET EVIDENTLY WIDENED) AND THE GEORGIA
 DF1893'GEODETIC SURVEY TRAVERSE STATION 11 C 42 WHICH NOW FALLS ON WIDENED
 DF1893'STREET PAVEMENT.
 DF1893'
 DF1893'THE STATION IS ABOUT 0.7 MILE W ALONG NO. 78 U.S. HIGHWAY FROM THE
 DF1893'COURTHOUSE AT WASHINGTON, IN NW CORNER OF ST. JOSEPH SCHOOL
 DF1893'PLAYGROUND, 118.5 FEET SSW OF THE CENTER OR 98.5 FEET SSW OF THE S
 DF1893'CURB OF THE HIGHWAY, 116 FEET SW OF ONE POWER POLE, 110.2 FEET SSE OF
 DF1893'ANOTHER THAT IS ON A N-S FENCE LINE, 15.5 FEET E OF THE FENCE, AND
 DF1893'IN THE PROJECTED PLANE OF THE W WALL OF TWO-STORIED FRAME HOUSE NO.
 DF1893'514 ON THE OPPOSITE SIDE OF HIGHWAY.  THE MARK
 DF1893'IS 0.2 FOOT UNDERGROUND, AND THE DISK IS STAMPED
 DF1893'11 C 42 ECC 1935.
 DF1893'
 DF1893'REFERENCE STAMPED 11 C 42 ECC NO 1 1935, 0.2 FOOT
 DF1893'UNDERGROUND, IS 82.48 FEET E OF THE STATION S 80 DEG 07 MIN E,
 DF1893'98 FEET E OF THE FENCE, 153 FEET SE OF THE POLE ON THE FENCE
 DF1893'LINE, 79.5 FEET SSW OF THE OTHER, AND 79.0 FEET SSW OF THE S CURB.
 DF1893'
 DF1893'REFERENCE STAMPED 11 C 42 ECC NO 2 1935, FLUSH WITH THE
 DF1893'GROUND, IS 104.14 FEET S 12 DEG 26 MIN W FROM THE STATION,
 DF1893'211.5 FEET S OF THE POWER POLE ON THE FENCE LINE, AND ONE FOOT E OF
 DF1893'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1517 ***********************************************************************
 ED1517  DESIGNATION -  11C 9 ECC
 ED1517  PID         -  ED1517
 ED1517  STATE/COUNTY-  GA/ELBERT
 ED1517  USGS QUAD   -  BOWMAN (1972)
 ED1517
 ED1517                         *CURRENT SURVEY CONTROL
 ED1517  ___________________________________________________________________
 ED1517* NAD 83(1994)-  34 12 23.46454(N)    083 01 57.43708(W)     ADJUSTED  
 ED1517* NAVD 88     -       237.8    (meters)     780.     (feet)  VERTCON   
 ED1517  ___________________________________________________________________
 ED1517  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ED1517  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED1517
 ED1517  HORZ ORDER  -  SECOND
 ED1517
 ED1517.The horizontal coordinates were established by classical geodetic methods
 ED1517.and adjusted by the National Geodetic Survey in September 1997..
 ED1517
 ED1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1517
 ED1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1517
 ED1517.The geoid height was determined by GEOID03.
 ED1517
 ED1517;                    North         East     Units Scale Factor Converg.
 ED1517;SPC GA E     -   466,748.276   120,199.932   MT  0.99997847   -0 29 12.6
 ED1517;SPC GA E     - 1,531,323.30    394,355.94   sFT  0.99997847   -0 29 12.6
 ED1517;UTM  17      - 3,786,922.537   312,732.722   MT  1.00003230   -1 08 34.9
 ED1517
 ED1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1517!SPC GA E     -   0.99996732  x   0.99997847  =   0.99994579
 ED1517!UTM  17      -   0.99996732  x   1.00003230  =   0.99999962
 ED1517
 ED1517|---------------------------------------------------------------------|
 ED1517| PID    Reference Object                     Distance      Geod. Az  |
 ED1517|                                                           dddmmss.s |
 ED1517| ED1525 11C 9 ECC RM 4                       40.562 METERS 05622     |
 ED1517| ED2774 11C 9 ECC RM 3                       89.030 METERS 10008     |
 ED1517| ED2772 11C 9 ECC RM 1                       16.298 METERS 10854     |
 ED1517| ED2773 11C 9 ECC RM 2                       26.484 METERS 21750     |
 ED1517| ED2771 11C 8                                              3340916.0 |
 ED1517| ED1527 11C 9 ECC AZ MK 2                   APPROX. 0.7 KM 3341913.6 |
 ED1517|---------------------------------------------------------------------|
 ED1517
 ED1517                          SUPERSEDED SURVEY CONTROL
 ED1517
 ED1517  NAD 83(1986)-  34 12 23.47234(N)    083 01 57.43587(W) AD(       ) 2
 ED1517  NAD 27      -  34 12 23.08800(N)    083 01 57.91400(W) AD(       ) 2
 ED1517  NGVD 29 (07/19/86)  237.9    (m)          781.     (f) VERT ANG       
 ED1517
 ED1517.Superseded values are not recommended for survey control.
 ED1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1517.See file dsdata.txt to determine how the superseded data were derived.
 ED1517
 ED1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1273386923(NAD 83)
 ED1517_MARKER: DS = TRIANGULATION STATION DISK
 ED1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1517
 ED1517  HISTORY     - Date     Condition        Report By
 ED1517  HISTORY     - 1935     MONUMENTED       CGS
 ED1517  HISTORY     - 1956     GOOD             CGS
 ED1517  HISTORY     - 1975     GOOD             NGS
 ED1517
 ED1517                          STATION DESCRIPTION
 ED1517
 ED1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 ED1517'AT BOWMAN, ON PROPERTY BELONGING TO MRS. M.M. WATSON, AT ROAD FORK,
 ED1517'125 YARDS NORTH OF SOUTHERN RAILWAY STATION AT BOWMAN, 20 PACES
 ED1517'NORTH OF NORTHEAST CORNER OF MOSS SERVICE STATION.  49 FEET WEST OF
 ED1517'CENTER LINE OF ROAD, 31 FEET WEST OF 10-INCH ELM TREE AND 21 FEET
 ED1517'EAST OF CENTER LINE OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 ED1517'STANDARD DISKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD DISKS
 ED1517'IN ROUND CONCRETE MONUMENTS.  AZIMUTH MARK IS A STANDARD
 ED1517'DISK.  REFERENCE MARK NO. 1 IS 7 PACES NORTH OF TELEPHONE POLE
 ED1517'476, 6 PACES WEST OF CENTER LINE OF ROAD AND 253.47 FEET SOUTHEAST
 ED1517'OF STATION S 71 DEG 06 MIN E.  NO. 2 IS 13 PACES WEST OF
 ED1517'CENTER LINE OF ROAD, 3 PACES NORTHWEST OF 20-INCH OAK TREE AND
 ED1517'86.90 FEET SOUTHWEST OF STATION S 37 DEG 50 MIN W.  11C-8
 ED1517'(GA.GEOD.S.) (AZIMUTH) IS AT EAST SIDE OF SEABOARD AIR LINE
 ED1517'RAILWAY TRACKS, 17 FEET EAST OF EAST RAIL, 14 FEET WEST OF CENTER
 ED1517'LINE OF DIRT ROAD, 1-1/2 FEET HIGHER THAN TRACK AND 0.85 MILE
 ED1517'NORTH-NORTHWEST OF STATION N 25 DEG 51 MIN W.  11C-9
 ED1517'(GA.GEOD.S.) IS A STATE SURVEY STANDARD DISK, 6 PACES WEST OF CENTER
 ED1517'LINE OF ROAD.  2 PACES NORTH OF TELEPHONE POLE 476 AND 67.77 FEET
 ED1517'EAST-SOUTHEAST OF STATION S 63 DEG 54 MIN E.
 ED1517
 ED1517                          STATION RECOVERY (1956)
 ED1517
 ED1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1517'ALL MARKS WERE RECOVERED IN GOOD CONDITION EXCEPT R.M. NO. 1 WAS
 ED1517'RESET AS R.M. NO. 3.
 ED1517'
 ED1517'THE STATION IS ABOUT 0.1 MILE NW ALONG NO. 17 GEORGIA HIGHWAY FROM
 ED1517'THE TOWN SQUARE IN BOWMAN, 98.4 FEET SW OF A FIRE HYDRANT, 129 FEET
 ED1517'SSE OF THE INTERSECTION OF THE CENTER LINES OF THE SAID HIGHWAY
 ED1517'AND PRINCE STREET, 35 FEET SW OF THE CENTER OF THE HIGHWAY, 21 FEET E
 ED1517'OF THE CENTER OF THE STREET, AND 4.5 FEET SSE OF THE PROJECTED PLANE
 ED1517'OF THE S WALL OF A 2-STORY FRAME HOUSE.  THE MARK
 ED1517'IS 0.3 FOOT UNDERGROUND, AND THE DISK IS STAMPED 11C 9 ECC. 1935.
 ED1517'
 ED1517'REFERENCE STAMPED 11 C 9 ECC. NO. 2 1935 PROJECTS 0.3
 ED1517'FOOT, IS 86.90 FEET S 37 DEG 50 MIN W FROM THE STATION,
 ED1517'49 FEET S OF THE PLANE OF THE S FACE OF THE BRICK FOUNDATION OF THE
 ED1517'2-STORY HOUSE, AND 44 FEET W OF THE CENTER OF PRINCE STREET.
 ED1517'
 ED1517'REFERENCE STAMPED 11 C 9 ECC. NO. 3 1956, STANDARD DISK IN ROUND
 ED1517'CONCRETE MONUMENT, PROJECTS 0.5
 ED1517'FOOT, IS 89.03 FEET S 79 DEG 51 MIN E FROM THE STATION,
 ED1517'26.5 FEET NE OF THE CENTER OF THE HIGHWAY, 14.7 FEET SW OF THE SW
 ED1517'RAIL OF THE SOUTHER PACIFIC RAILWAY MAIN LINE, 7.5 FEET NW OF THE
 ED1517'PROJECTED PLANE OF THE FRONT-CORNERING SE WALL OF BOWMAN BAPTIST
 ED1517'CHURCH, AND 10.5 FEET SE OF A POLE.
 ED1517'
 ED1517'AZIMUTH MARK STAMPED 11 C 8 IS TRAVERSE STATION OF GEORGIE GEODETIC
 ED1517'SURVEY, 0.85 MILE N 25 DEG 51 MIN W FROM THE
 ED1517'STATION, AN ESTIMATED 75 YARDS NNW OF THE LOCAL CREST OF THE
 ED1517'RAILROAD GRADE, 189 FEET SE OF CENTER LINE OF ROAD EXTENDING NE,
 ED1517'136 FEET NE OF CENTER OF NO. 17 HWY., 15.0 FEET NE OF NE RAIL, AND
 ED1517'1.1 FOOT HIGHER THAN SAME.
 ED1517
 ED1517                          STATION RECOVERY (1975)
 ED1517
 ED1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1517'THE STATION AND REFERENCE MARK 2 WAS RECOVERED IN GOOD
 ED1517'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE LOOSE
 ED1517'IN THE GROUND AND A NEW AZIMUTH MARK WAS SET, LEAVING THE OLD
 ED1517'AZIMUTH IN PLACE.  REFERENCE MARK 3 WAS NOT RECOVERED.  THE
 ED1517'DISTANCE TO REFERENCE MARK 2 CHECKED.  THE DIRECTION BETWEEN THE
 ED1517'OLD AZIMUTH MARK AND REFERENCE MARK 2 CHECKED WITH THE 1935 DATA.
 ED1517'THE STATION COULD NOT HAVE A TOWER BUILT OVER IT SO A REFERENCE
 ED1517'MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  A NEW
 ED1517'DESCRIPTION FOLLOWS.
 ED1517'
 ED1517'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHWEST OF THE TOWN
 ED1517'SQUARE IN BOWMAN ALONG STATE HIGHWAY 17.
 ED1517'
 ED1517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 ED1517'172 AT THE SQUARE IN THE CENTER OF BOWMAN GO NORTH ON HIGHWAY 17
 ED1517'FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ED1517'
 ED1517'THE STATION MARK, A STANDARD DISK STAMPED 11C 9 ECC 1935, IS SET
 ED1517'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 4 INCHES
 ED1517'BELOW THE GROUND SURFACE.  IT IS 85 FEET EAST OF THE CENTER OF
 ED1517'THE COLUMNS OF A LARGE 2 STORY WHITE HOUSE, 64 FEET
 ED1517'NORTH-NORTHEAST OF A UTILITY POLE WITH TRANSFORMER, 35 FEET
 ED1517'SOUTHWEST OF THE CENTER OF HIGHWAY 17 AND 21 FEET EAST-NORTHEAST
 ED1517'OF THE CENTER OF A PAVED STREET.  THE OLD DATA STATES THERE IS
 ED1517'AN UNDERGROUND DISK.
 ED1517'
 ED1517'REFERENCE MARK 2, A STANDARD DISK STAMPED 11C 9 ECC NO 2 1935, IS
 ED1517'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1517'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53.6 FEET
 ED1517'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE 2 STORY HOUSE, 33.6
 ED1517'FEET NORTH OF THE NORTH CORNER OF A HOUSE, 29.6 FEET
 ED1517'WEST-SOUTHWEST OF THE UTILITY POLE WITH TRANSFORMER AND 8.4 FEET
 ED1517'WEST OF A 24-INCH OAK TREE.
 ED1517'
 ED1517'REFERENCE MARK 4, A STANDARD DISK STAMPED 11C 9 ECC 1935 NO 4
 ED1517'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ED1517'FLUSH WITH THE GROUND SURFACE.  IT IS 117 FEET WEST OF A UTILITY
 ED1517'POLE WITH THREE TRANSFORMERS, 53 FEET EAST-NORTHEAST OF THE EAST
 ED1517'RAIL OF A RAILROAD TRACK AND 50 FEET SOUTHWEST OF THE SOUTHWEST
 ED1517'EDGE OF A PAVED CHURCH PARKING AREA.  THE UNDERGROUND DISK, A
 ED1517'STANDARD REFERENCE MARK DISK SET IN THE TOP OF AN IRREGULAR
 ED1517'MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 ED1517'
 ED1517'AZIMUTH MARK 11 C 8, A TRAVERSE STATION OF THE GEORGIA GEODETIC
 ED1517'SURVEY, STAMPED NO. 11 C 8, IS SET IN THE TOP OF A 6-INCH
 ED1517'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 ED1517'IS 189 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD, 15 FEET
 ED1517'NORTHEAST OF THE EAST RAIL OF THE RAILROAD, 12 FEET SOUTHWEST OF
 ED1517'A DIRT ROAD AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 ED1517'
 ED1517'AZIMUTH MARK 2, A STANDARD REFERENCE MARK DISK STAMPED 11C 9 ECC
 ED1517'1935 AZ 2 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1517'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 60.7 FEET WEST OF
 ED1517'A UTILITY POLE, 30 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 ED1517'17, 10.8 FEET SOUTHWEST OF THE WEST RAIL OF A RAILROAD TRACK AND
 ED1517'2 FEET SOUTHWEST OF A METAL WITNESS POST.
 ED1517'
 ED1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1517'0.1 MILE NORTHWEST OF BOWMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1527 ***********************************************************************
 ED1527  DESIGNATION -  11C 9 ECC AZ MK 2
 ED1527  PID         -  ED1527
 ED1527  STATE/COUNTY-  GA/ELBERT
 ED1527  USGS QUAD   -  BOWMAN (1972)
 ED1527
 ED1527                         *CURRENT SURVEY CONTROL
 ED1527  ___________________________________________________________________
 ED1527* NAD 83(1994)-  34 12 43.04948(N)    083 02 08.77235(W)     ADJUSTED  
 ED1527* NAVD 88     -       232.     (meters)     761.     (feet)  VERTCON   
 ED1527  ___________________________________________________________________
 ED1527  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 ED1527  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 ED1527
 ED1527  HORZ ORDER  -  SECOND
 ED1527
 ED1527.The horizontal coordinates were established by classical geodetic methods
 ED1527.and adjusted by the National Geodetic Survey in September 1997..
 ED1527
 ED1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1527
 ED1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1527
 ED1527.The geoid height was determined by GEOID03.
 ED1527
 ED1527;                    North         East     Units Scale Factor Converg.
 ED1527;SPC GA E     -   467,354.179   119,914.911   MT  0.99997903   -0 29 19.3
 ED1527;SPC GA E     - 1,533,311.17    393,420.84   sFT  0.99997903   -0 29 19.3
 ED1527;UTM  17      - 3,787,531.698   312,454.644   MT  1.00003359   -1 08 41.8
 ED1527
 ED1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1527!SPC GA E     -   0.99996825  x   0.99997903  =   0.99994728
 ED1527!UTM  17      -   0.99996825  x   1.00003359  =   1.00000184
 ED1527
 ED1527|---------------------------------------------------------------------|
 ED1527| PID    Reference Object                     Distance      Geod. Az  |
 ED1527|                                                           dddmmss.s |
 ED1527| ED1526 11C 9 ECC AZ MK 2 PTA                12.524 METERS 01129     |
 ED1527| ED1522 BOWMAN MUN TANK                     APPROX. 1.0 KM 1501037.4 |
 ED1527| ED1525 11C 9 ECC RM 4                      APPROX. 0.7 KM 1505123.4 |
 ED1527|---------------------------------------------------------------------|
 ED1527
 ED1527                          SUPERSEDED SURVEY CONTROL
 ED1527
 ED1527  NAD 83(1986)-  34 12 43.05722(N)    083 02 08.77123(W) AD(       ) 2
 ED1527  NAD 27      -  34 12 42.67335(N)    083 02 09.24908(W) AD(       ) 2
 ED1527  NGVD 29 (07/19/86)  232.     (m)          761.     (f) VERT ANG       
 ED1527
 ED1527.Superseded values are not recommended for survey control.
 ED1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1527.See file dsdata.txt to determine how the superseded data were derived.
 ED1527
 ED1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1245587532(NAD 83)
 ED1527_MARKER: DR = REFERENCE MARK DISK
 ED1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1527
 ED1527  HISTORY     - Date     Condition        Report By
 ED1527  HISTORY     - 1975     MONUMENTED       NGS
 ED1527
 ED1527                          STATION DESCRIPTION
 ED1527
 ED1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1527'THE MARK, A STANDARD REFERENCE MARK DISK STAMPED 11C 9 ECC 1935
 ED1527'AZ 2 1975, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 ED1527'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 60.7 FEET WEST OF
 ED1527'A UTILITY POLE, 30 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 ED1527'17, 10.8 FEET SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK
 ED1527'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1525 ***********************************************************************
 ED1525  DESIGNATION -  11C 9 ECC RM 4
 ED1525  PID         -  ED1525
 ED1525  STATE/COUNTY-  GA/ELBERT
 ED1525  USGS QUAD   -  BOWMAN (1972)
 ED1525
 ED1525                         *CURRENT SURVEY CONTROL
 ED1525  ___________________________________________________________________
 ED1525* NAD 83(1994)-  34 12 24.19373(N)    083 01 56.11792(W)     ADJUSTED  
 ED1525* NAVD 88     -       236.9    (meters)     777.     (feet)  VERTCON   
 ED1525  ___________________________________________________________________
 ED1525  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ED1525  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED1525
 ED1525  HORZ ORDER  -  FIRST
 ED1525
 ED1525.The horizontal coordinates were established by classical geodetic methods
 ED1525.and adjusted by the National Geodetic Survey in September 1997..
 ED1525
 ED1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1525
 ED1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1525
 ED1525.The geoid height was determined by GEOID03.
 ED1525
 ED1525;                    North         East     Units Scale Factor Converg.
 ED1525;SPC GA E     -   466,770.456   120,233.892   MT  0.99997841   -0 29 11.9
 ED1525;SPC GA E     - 1,531,396.07    394,467.36   sFT  0.99997841   -0 29 11.9
 ED1525;UTM  17      - 3,786,944.328   312,766.936   MT  1.00003214   -1 08 34.2
 ED1525
 ED1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1525!SPC GA E     -   0.99996746  x   0.99997841  =   0.99994588
 ED1525!UTM  17      -   0.99996746  x   1.00003214  =   0.99999960
 ED1525
 ED1525:                Primary Azimuth Mark                     Grid Az
 ED1525:SPC GA E     -  BOWMAN ELBERT LOT                        107 26 43.3
 ED1525:UTM  17      -  BOWMAN ELBERT LOT                        108 06 05.6
 ED1525
 ED1525|---------------------------------------------------------------------|
 ED1525| PID    Reference Object                     Distance      Geod. Az  |
 ED1525|                                                           dddmmss.s |
 ED1525| ED2467 BOWMAN ELBERT LOT                   APPROX. 3.9 KM 1065731.4 |
 ED1525| ED1522 BOWMAN MUN TANK                     315.331 METERS 14845     |
 ED1525| ED2773 11C 9 ECC RM 2                       66.218 METERS 22904     |
 ED1525| ED1517 11C 9 ECC                            40.562 METERS 23622     |
 ED1525| ED1527 11C 9 ECC AZ MK 2                   APPROX. 0.7 KM 3305130.5 |
 ED1525|---------------------------------------------------------------------|
 ED1525
 ED1525                          SUPERSEDED SURVEY CONTROL
 ED1525
 ED1525  NAD 83(1986)-  34 12 24.20147(N)    083 01 56.11680(W) AD(       ) 1
 ED1525  NAD 27      -  34 12 23.81718(N)    083 01 56.59495(W) AD(       ) 1
 ED1525  NGVD 29 (07/19/86)  237.0    (m)          778.     (f) VERT ANG       
 ED1525
 ED1525.Superseded values are not recommended for survey control.
 ED1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1525.See file dsdata.txt to determine how the superseded data were derived.
 ED1525
 ED1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1276786944(NAD 83)
 ED1525_MARKER: DR = REFERENCE MARK DISK
 ED1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1525
 ED1525  HISTORY     - Date     Condition        Report By
 ED1525  HISTORY     - 1975     MONUMENTED       NGS
 ED1525
 ED1525                          STATION DESCRIPTION
 ED1525
 ED1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1525'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHWEST OF THE TOWN
 ED1525'SQUARE IN BOWMAN ALONG STATE HIGHWAY 17.
 ED1525'
 ED1525'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 ED1525'172 AT THE SQUARE IN THE CENTER OF BOWMAN, GO NORTH ON HIGHWAY 17
 ED1525'FOR 0.1 MILE TO THE OLD STATION ON THE LEFT.  CONTINUE AHEAD NORTH
 ED1525'FOR 0.05 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT CROSSING
 ED1525'RAILROAD TRACKS THEN TURN RIGHT AGAIN ON A DIRT ROAD GOING SOUTH
 ED1525'ALONG TRACKS FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 ED1525'DESCRIBED.
 ED1525'
 ED1525'THE STATION MARKS ARE, STANDARD REFERENCE MARK DISKS STAMPED 11C
 ED1525'9 ECC 1935 NO 4 1975.  THE SURFACE DISK IS SET IN THE TOP OF A
 ED1525'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 ED1525'SURFACE.  IT IS 117 FEET WEST OF A UTILITY POLE WITH THREE
 ED1525'TRANSFORMERS, 53 FEET EAST-NORTHEAST OF THE EAST RAIL OF A
 ED1525'RAILROAD TRACK AND 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 ED1525'PAVED CHURCH PARKING AREA.  THE UNDERGROUND DISK IS SET IN THE TOP
 ED1525'OF AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE
 ED1525'GROUND SURFACE.
 ED1525'
 ED1525'11C 9 ECC 1935 A STANDARD STATION MARK DISK STAMPED 11C 9 ECC
 ED1525'1935.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1525'MONUMENT 4 INCHES BELOW THE GROUND SURFACE.  IT IS 85 FEET EAST
 ED1525'OF THE CENTER COLUMNS OF A LARGE 2 STORY WHITE COLUMN HOUSE, 64
 ED1525'FEET NORTH-NORTHEAST OF A UTILITY POLE WITH TRANSFORMER, 35 FEET
 ED1525'SOUTHWEST OF THE CENTER OF HIGHWAY 217 AND 21 FEET
 ED1525'EAST-NORTHEAST OF THE CENTER OF A PAVED STREET.  THE OLD DATA
 ED1525'STATES THERE IS AN UNDERGROUND DISK.
 ED1525'
 ED1525'REFERENCE MARK 2, A STANDARD DISK STAMPED 11C 9 ECC NO 2 1935, IS
 ED1525'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1525'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53.6 FEET
 ED1525'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE 2 STORY HOUSE, 33.6
 ED1525'FEET NORTH OF THE NORTH CORNER OF A HOUSE, 29.6 FEET
 ED1525'WEST-SOUTHWEST OF THE UTILITY POLE WITH TRANSFORMER AND 8.4 FEET
 ED1525'WEST OF A 24-INCH OAK TREE.
 ED1525'
 ED1525'AZIMUTH MARK 2, A STANDARD REFERENCE MARK DISK STAMPED 11C 9 ECC
 ED1525'1935 AZ 2 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1525'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 60.7 FEET WEST OF A
 ED1525'UTILITY POLE, 30 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 17,
 ED1525'10.8 FEET SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 2
 ED1525'FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1459 ***********************************************************************
 ED1459  DESIGNATION -  11D 4 GAGS 1975
 ED1459  PID         -  ED1459
 ED1459  STATE/COUNTY-  GA/RABUN
 ED1459  USGS QUAD   -  DILLARD (1988)
 ED1459
 ED1459                         *CURRENT SURVEY CONTROL
 ED1459  ___________________________________________________________________
 ED1459* NAD 83(1994)-  34 52 48.00400(N)    083 25 07.21101(W)     ADJUSTED  
 ED1459* NAVD 88     -       607.52   (+/-2cm)    1993.2    (feet)  VERTCON   
 ED1459  ___________________________________________________________________
 ED1459  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 ED1459  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 ED1459
 ED1459  HORZ ORDER  -  SECOND
 ED1459  VERT ORDER  -  THIRD ? (See Below)
 ED1459
 ED1459.The horizontal coordinates were established by classical geodetic methods
 ED1459.and adjusted by the National Geodetic Survey in September 1997..
 ED1459
 ED1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1459.The vertical order pertains to the NGVD 29 superseded value.
 ED1459
 ED1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1459
 ED1459.The geoid height was determined by GEOID03.
 ED1459
 ED1459;                    North         East     Units Scale Factor Converg.
 ED1459;SPC GA W     -   541,368.019   768,376.648   MT  0.99995760   +0 25 40.0
 ED1459;SPC GA W     - 1,776,138.24  2,520,915.72   sFT  0.99995760   +0 25 40.0
 ED1459;UTM  17      - 3,862,404.852   278,947.760   MT  1.00020228   -1 23 01.3
 ED1459
 ED1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1459!SPC GA W     -   0.99990923  x   0.99995760  =   0.99986684
 ED1459!UTM  17      -   0.99990923  x   1.00020228  =   1.00011149
 ED1459
 ED1459                          SUPERSEDED SURVEY CONTROL
 ED1459
 ED1459  NAD 83(1986)-  34 52 47.98403(N)    083 25 07.22418(W) AD(       ) 2
 ED1459  NAD 27      -  34 52 47.65354(N)    083 25 07.63571(W) AD(       ) 2
 ED1459  NGVD 29 (07/19/86)  607.53   (m)         1993.2    (f) LEVELING    3  
 ED1459
 ED1459.Superseded values are not recommended for survey control.
 ED1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1459.See file dsdata.txt to determine how the superseded data were derived.
 ED1459
 ED1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7894862405(NAD 83)
 ED1459_MARKER: DD = SURVEY DISK
 ED1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1459+STABILITY: SURFACE MOTION
 ED1459
 ED1459  HISTORY     - Date     Condition        Report By
 ED1459  HISTORY     - 1975     MONUMENTED       GAGS
 ED1459
 ED1459                          STATION DESCRIPTION
 ED1459
 ED1459'DESCRIBED BY GEORGIA GEODETIC SURVEY 1975 (WRN)
 ED1459'THE STATION IS 11 D-4 (GA GEOD S) ESTABLISHED BY THE GEORGIA
 ED1459'GEODETIC SURVEY.  IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 ED1459'AND STATE SURVEY STANDARD BRASS DISK STAMPED 11 D 4 SET IN THE
 ED1459'TOP OF A 5 INCH SQUARE CONCRETE POST 1 INCH ABOVE THE GROUND
 ED1459'SURFACE.  TO REACH THE STATION FROM THE SOUTH SIDE OF THE
 ED1459'COURTHOUSE IN CLAYTON GO WEST ALONG U.S. HIGHWAY 76 (STATE ROUTE
 ED1459'2) FOR 1.2 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 ED1459'LOCATED ON TOP OF AN EGG-SHAPED HILL IN A PASTURE
 ED1459'APPROXIMATELY 300 FEET SOUTH OF THE HIGHWAY, 212.5 FEET (SLOPE
 ED1459'DISTANCE) SOUTH-SOUTHEAST OF A POWERPOLE ON THE SOUTH
 ED1459'SIDE OF THE HIGHWAY, 97.0 FEET (SLOPE DISTANCE) EAST-NORTHEAST
 ED1459'OF A 6 INCH TWIN PINE TREE, AND 74.0 FEET (SLOPE DISTANCE)
 ED1459'NORTH OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1606 ***********************************************************************
 BT1606  DESIGNATION -  11H 8 GAGS 1935
 BT1606  PID         -  BT1606
 BT1606  STATE/COUNTY-  GA/LEE
 BT1606  USGS QUAD   -  SASSER (1988)
 BT1606
 BT1606                         *CURRENT SURVEY CONTROL
 BT1606  ___________________________________________________________________
 BT1606* NAD 83(1994)-  31 40 10.57637(N)    084 15 50.76912(W)     ADJUSTED  
 BT1606* NAVD 88     -        83.88   (+/-2cm)     275.2    (feet)  VERTCON   
 BT1606  ___________________________________________________________________
 BT1606  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT1606  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BT1606
 BT1606  HORZ ORDER  -  SECOND
 BT1606  VERT ORDER  -  THIRD ? (See Below)
 BT1606
 BT1606.The horizontal coordinates were established by classical geodetic methods
 BT1606.and adjusted by the National Geodetic Survey in September 1997..
 BT1606
 BT1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1606.The vertical order pertains to the NGVD 29 superseded value.
 BT1606
 BT1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1606
 BT1606.The geoid height was determined by GEOID03.
 BT1606
 BT1606;                    North         East     Units Scale Factor Converg.
 BT1606;SPC GA W     -   185,089.106   690,761.039   MT  0.99990105   -0 03 04.2
 BT1606;SPC GA W     -   607,246.51  2,266,271.84   sFT  0.99990105   -0 03 04.2
 BT1606;UTM  16      - 3,507,067.741   759,387.068   MT  1.00042990   +1 26 13.9
 BT1606
 BT1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1606!SPC GA W     -   0.99999104  x   0.99990105  =   0.99989209
 BT1606!UTM  16      -   0.99999104  x   1.00042990  =   1.00042094
 BT1606
 BT1606                          SUPERSEDED SURVEY CONTROL
 BT1606
 BT1606  NAD 83(1994)-  31 40 10.58148(N)    084 15 50.77448(W) AD(       ) 2
 BT1606  NAD 83(1986)-  31 40 10.58134(N)    084 15 50.77405(W) AD(       ) 2
 BT1606  NAD 27      -  31 40 09.97500(N)    084 15 51.09000(W) AD(       ) 2
 BT1606  NGVD 29 (07/19/86)   84.01   (m)          275.6    (f) LEVELING    3  
 BT1606
 BT1606.Superseded values are not recommended for survey control.
 BT1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1606.See file dsdata.txt to determine how the superseded data were derived.
 BT1606
 BT1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5938707068(NAD 83)
 BT1606_MARKER: DD = SURVEY DISK
 BT1606_SETTING: 0 = UNSPECIFIED SETTING
 BT1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1606
 BT1606  HISTORY     - Date     Condition        Report By
 BT1606  HISTORY     - 1935     MONUMENTED       GAGS
 BT1606  HISTORY     - 1959     GOOD             LOCENG
 BT1606  HISTORY     - 1961     GOOD             CGS
 BT1606  HISTORY     - 1973     GOOD             NGS
 BT1606
 BT1606                          STATION DESCRIPTION
 BT1606
 BT1606'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1606'ABOUT 8 MILES WEST OF ALBANY, 10 MILES SOUTHWEST OF LEESBURG,
 BT1606'0.2 MILE EAST-SOUTHEAST OF SEABOARD AIR LINE RAILWAY STATION
 BT1606'AT OAKLAND, ON TOP OF BANK ON SOUTH SIDE OF SEABOARD AIR
 BT1606'LINE RAILWAY CUT AND ABOUT 15 FEET SOUTH OF EDGE OF CUT.
 BT1606'TO REACH FROM CORNER OF JEFFERSON AND PINE AVENUES IN ALBANY,
 BT1606'GO WEST 7.7 MILES ALONG STATE HIGHWAY 50 TO CROSS ROAD.  TURN
 BT1606'RIGHT AND GO FOR 1.25 MILES TO T-ROAD INTERSECTION.  TURN
 BT1606'LEFT (WEST) AND GO 0.85 MILE TO CHURCH AT NORTHWEST ANGLE OF
 BT1606'Y.  TURN SHARP RIGHT AND GO 0.5 MILE TO RAILROAD STATION AT
 BT1606'OAKLAND.  TURN RIGHT ON DIM ROAD (JUST BEFORE CROSSING
 BT1606'TRACKS) AND GO FOR 0.2 MILE TO STATION.  MARK IS A STATE
 BT1606'SURVEY STANDARD DISK, SET IN 6-INCH CONCRETE POST, AND 40.44
 BT1606'FEET EAST OF OAK (SEE DESCRIPTION THEREOF) S 86 DEG 10 MIN E.
 BT1606
 BT1606                          STATION RECOVERY (1959)
 BT1606
 BT1606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (PAB)
 BT1606'STATION RECOVERED IN GOOD CONDITION.
 BT1606
 BT1606                          STATION RECOVERY (1961)
 BT1606
 BT1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ELH)
 BT1606'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BT1606'
 BT1606'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 BT1606'
 BT1606'THE MARK IS ABOUT 8 MILES WEST OF ALBANY AND 0.1 MILE SOUTHWEST
 BT1606'OF THE SEABOARD AIR LINE RAILROAD STATION AT OAKLAND, WHICH
 BT1606'IS NOW ABANDONED.
 BT1606'
 BT1606'TO REACH FROM THE POST OFFICE IN ALBANY, GO NORTH ON STATE
 BT1606'HIGHWAY 91 FOR ONE BLOCK, TURN LEFT, WEST, ON PINE AVENUE AND
 BT1606'GO 1.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 19 AND U.S. HIGHWAY
 BT1606'82.  HERE CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 82 FOR 8.2
 BT1606'MILES TO A CROSSROAD, COOKVILLE GROCERY ON THE LEFT, TURN RIGHT,
 BT1606'NORTH, AND GO 0.9 MILE TO A DIM TRACK ROAD RIGHT, JUST BEFORE
 BT1606'CROSSING A RAILROAD, TURN RIGHT, EAST, AND GO 0.1 MILE TO THE
 BT1606'MARK AT EDGE OF RAILROAD CUT.
 BT1606'
 BT1606'THE MARK IS 40.44 FEET EAST OF TRIANGULATION STATION OAK 1935,
 BT1606'36 FEET NORTHEAST OF EDGE OF WOODS, 16.0 FEET SOUTHWEST OF
 BT1606'THE SOUTHWEST RAIL AND 1.9 FEET NORTH OF A WITNESS SIGN.  IT IS
 BT1606'A STANDARD GA. GEOD. S. DISK, WHICH PROJECTS 2-INCHES AND
 BT1606'IS STAMPED 11H 8.
 BT1606
 BT1606                          STATION RECOVERY (1973)
 BT1606
 BT1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1606'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY E. L.
 BT1606'HARTLEY IN 1961.
 BT1606'
 BT1606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 BT1606'OF SASSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1156 ***********************************************************************
 ED1156  DESIGNATION -  12 C 2 GAGS
 ED1156  PID         -  ED1156
 ED1156  STATE/COUNTY-  GA/STEPHENS
 ED1156  USGS QUAD   -  TOCCOA (1964)
 ED1156
 ED1156                         *CURRENT SURVEY CONTROL
 ED1156  ___________________________________________________________________
 ED1156* NAD 83(1994)-  34 34 10.71678(N)    083 20 43.75167(W)     ADJUSTED  
 ED1156* NAVD 88     -       314.091  (meters)    1030.48   (feet)  ADJUSTED  
 ED1156  ___________________________________________________________________
 ED1156  X           -     609,296.873 (meters)                     COMP
 ED1156  Y           -  -5,222,474.640 (meters)                     COMP
 ED1156  Z           -   3,598,817.293 (meters)                     COMP
 ED1156  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 ED1156  ELLIP HEIGHT-         283.85  (meters)          (09/21/99) GPS OBS
 ED1156  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ED1156  DYNAMIC HT  -         313.761 (meters)    1029.40  (feet)  COMP
 ED1156  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 ED1156
 ED1156  HORZ ORDER  -  A
 ED1156  VERT ORDER  -  FIRST     CLASS II
 ED1156  ELLP ORDER  -  THIRD     CLASS I
 ED1156
 ED1156.The horizontal coordinates were established by GPS observations
 ED1156.and adjusted by the National Geodetic Survey in September 1999..
 ED1156
 ED1156.The orthometric height was determined by differential leveling
 ED1156.and adjusted by the National Geodetic Survey in June 1991..
 ED1156
 ED1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1156
 ED1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1156
 ED1156.The ellipsoidal height was determined by GPS observations
 ED1156.and is referenced to NAD 83.
 ED1156
 ED1156.The geoid height was determined by GEOID03.
 ED1156
 ED1156.The dynamic height is computed by dividing the NAVD 88
 ED1156.geopotential number by the normal gravity value computed on the
 ED1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1156.degrees latitude (g = 980.6199 gals.).
 ED1156
 ED1156.The modeled gravity was interpolated from observed gravity values.
 ED1156
 ED1156;                    North         East     Units Scale Factor Converg.
 ED1156;SPC GA E     -   507,317.941    91,835.388   MT  1.00004416   -0 40 08.2
 ED1156;SPC GA E     - 1,664,425.61    301,296.60   sFT  1.00004416   -0 40 08.2
 ED1156;UTM  17      - 3,827,819.589   284,834.364   MT  1.00017067   -1 19 52.9
 ED1156
 ED1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1156!SPC GA E     -   0.99995544  x   1.00004416  =   0.99999960
 ED1156!UTM  17      -   0.99995544  x   1.00017067  =   1.00012611
 ED1156
 ED1156                          SUPERSEDED SURVEY CONTROL
 ED1156
 ED1156  NAVD 88 (09/21/99)  314.09   (m)         1030.5    (f) LEVELING    3  
 ED1156  NGVD 29 (12/12/91)  314.084  (m)         1030.46   (f) ADJUSTED    1 2
 ED1156
 ED1156.Superseded values are not recommended for survey control.
 ED1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1156.See file dsdata.txt to determine how the superseded data were derived.
 ED1156
 ED1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8483427820(NAD 83)
 ED1156_MARKER: DD = SURVEY DISK
 ED1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1156_SP_SET: CONCRETE POST
 ED1156_STAMPING: 12 C 2
 ED1156_MARK LOGO: GAGS  
 ED1156_PROJECTION: FLUSH
 ED1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1156+STABILITY: SURFACE MOTION
 ED1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1156+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 ED1156
 ED1156  HISTORY     - Date     Condition        Report By
 ED1156  HISTORY     - UNK      MONUMENTED       GAGS
 ED1156  HISTORY     - 1982     GOOD             NGS
 ED1156  HISTORY     - 19930807 GOOD             NGS
 ED1156  HISTORY     - 19980223 GOOD             NGS
 ED1156  HISTORY     - 20040524 GOOD             GADT
 ED1156
 ED1156                          STATION DESCRIPTION
 ED1156
 ED1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1156'1.6 KM (1.0 MI) SW FROM TOCCOA.
 ED1156'1.6 KM (1.0 MI) SOUTHWEST ALONG STATE HIGHWAY 123, 184 (WEST CURAHEE
 ED1156'ST.) FROM THE INTERSECTION OF STATE HIGHWAY 17 (BROAD ST.) TO THE
 ED1156'MARK ON THE RIGHT, 6.10 METERS (20.0 FT) WEST OF THE CENTER OF THE
 ED1156'HIGHWAY, 8.84 METERS (29.0 FT) SOUTHWEST OF THE EAST CORNER OF A
 ED1156'FENCE AROUND A CEMETERY, AND 18.90 METERS (62.0 FT) NORTHWEST OF
 ED1156'POWER POLE K1045,50A.
 ED1156'THE MARK IS 0.30 M ABOVE HIGHWAY.
 ED1156
 ED1156                          STATION RECOVERY (1993)
 ED1156
 ED1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1156'RECOVERED AS DESCRIBED, ALTHOUGH NEW TIES THAT WOULD BE HELPFUL WERE
 ED1156'TAKEN, BUT UNFORTUNATELY THEY WERE LOST.
 ED1156
 ED1156                          STATION RECOVERY (1998)
 ED1156
 ED1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 ED1156'THE STATION IS LOCATED NEAR THE SOUTHWEST SIDE OF TOCCOA, ALONG STATE
 ED1156'HIGHWAY 123 WHICH SPLITS BETWEEN TWO CEMETERYS, AND IN THE HIGHWAY
 ED1156'RIGHT-OF-WAY.  OWNERSHIP--GEORGIA DEPARTMENT OF TRANSPORTATION.  TO
 ED1156'REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 184 (WEST CURAHEE
 ED1156'STREET) AND STATE HIGHWAY 17 (BROAD STREET) IN TOCCOA, GO SOUTHWEST ON
 ED1156'HIGHWAYS 123 AND 184 FOR 1.6 KM (1.00 MI) TO THE STATION ON THE RIGHT.
 ED1156'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST SET
 ED1156'FLUSH WITH THE GROUND.  IT IS 18.9 M (62.0 FT) NORTHWEST OF POWER POLE
 ED1156'NUMBER K1045 50A, 6.1 M (20.0 FT) WEST OF THE HIGHWAY CENTER, AND
 ED1156'ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY.
 ED1156
 ED1156                          STATION RECOVERY (2004)
 ED1156
 ED1156'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0547 ***********************************************************************
 CM0547  DESIGNATION -  12 E 1
 CM0547  PID         -  CM0547
 CM0547  STATE/COUNTY-  GA/MERIWETHER
 CM0547  USGS QUAD   -  WOODBURY (1985)
 CM0547
 CM0547                         *CURRENT SURVEY CONTROL
 CM0547  ___________________________________________________________________
 CM0547* NAD 83(1986)-  32 58 57.     (N)    084 34 32.     (W)     SCALED    
 CM0547* NAVD 88     -       237.090  (meters)     777.85   (feet)  ADJUSTED  
 CM0547  ___________________________________________________________________
 CM0547  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CM0547  DYNAMIC HT  -         236.818 (meters)     776.96  (feet)  COMP
 CM0547  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CM0547
 CM0547  VERT ORDER  -  SECOND    CLASS 0
 CM0547
 CM0547.The horizontal coordinates were scaled from a topographic map and have
 CM0547.an estimated accuracy of +/- 6 seconds.
 CM0547
 CM0547.The orthometric height was determined by differential leveling
 CM0547.and adjusted by the National Geodetic Survey in June 1991..
 CM0547
 CM0547.The geoid height was determined by GEOID03.
 CM0547
 CM0547.The dynamic height is computed by dividing the NAVD 88
 CM0547.geopotential number by the normal gravity value computed on the
 CM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0547.degrees latitude (g = 980.6199 gals.).
 CM0547
 CM0547.The modeled gravity was interpolated from observed gravity values.
 CM0547
 CM0547;                    North         East    Units  Estimated Accuracy
 CM0547;SPC GA W     -   330,740.      661,780.      MT  (+/- 180 meters Scaled)
 CM0547
 CM0547                          SUPERSEDED SURVEY CONTROL
 CM0547
 CM0547  NGVD 29 (??/??/92)  237.116  (m)          777.94   (f) ADJ UNCH    2 0
 CM0547
 CM0547.Superseded values are not recommended for survey control.
 CM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0547.See file dsdata.txt to determine how the superseded data were derived.
 CM0547
 CM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB265519(NAD 83)
 CM0547_MARKER: DD = SURVEY DISK
 CM0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0547_STAMPING: 12 E 1
 CM0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0547+STABILITY: SURFACE MOTION
 CM0547
 CM0547  HISTORY     - Date     Condition        Report By
 CM0547  HISTORY     - UNK      MONUMENTED       GAGS
 CM0547  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0547
 CM0547                          STATION DESCRIPTION
 CM0547
 CM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0547'0.4 MI NE FROM WOODBURY.
 CM0547'AT WOODBURY, MERIWETHER COUNTY, 0.4 MILE NORTHEAST ALONG THE
 CM0547'ATLANTA, BIRMINGHAM AND COAST RAILROAD FROM THE STATION, AT A
 CM0547'CURVE, 33 FEET WEST OF THE WEST RAIL, 8 FEET WEST OF A PECAN
 CM0547'TREE, AND 4 FEET WEST OF THE PROLONGATION OF THE WEST RAIL OF A
 CM0547'TANGENT.  A STATE SURVEY STANDARD DISK, STAMPED 12 E 1 AND SET IN
 CM0547'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2410 ***********************************************************************
 DG2410  DESIGNATION -  12 E 3 GAGS
 DG2410  PID         -  DG2410
 DG2410  STATE/COUNTY-  GA/MERIWETHER
 DG2410  USGS QUAD   -  GAY (1971)
 DG2410
 DG2410                         *CURRENT SURVEY CONTROL
 DG2410  ___________________________________________________________________
 DG2410* NAD 83(1986)-  33 00 08.     (N)    084 34 04.     (W)     SCALED    
 DG2410* NAVD 88     -       221.948  (meters)     728.17   (feet)  ADJUSTED  
 DG2410  ___________________________________________________________________
 DG2410  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DG2410  DYNAMIC HT  -         221.694 (meters)     727.34  (feet)  COMP
 DG2410  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 DG2410
 DG2410  VERT ORDER  -  SECOND    CLASS 0
 DG2410
 DG2410.The horizontal coordinates were scaled from a topographic map and have
 DG2410.an estimated accuracy of +/- 6 seconds.
 DG2410
 DG2410.The orthometric height was determined by differential leveling
 DG2410.and adjusted by the National Geodetic Survey in June 1991..
 DG2410
 DG2410.The geoid height was determined by GEOID03.
 DG2410
 DG2410.The dynamic height is computed by dividing the NAVD 88
 DG2410.geopotential number by the normal gravity value computed on the
 DG2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2410.degrees latitude (g = 980.6199 gals.).
 DG2410
 DG2410.The modeled gravity was interpolated from observed gravity values.
 DG2410
 DG2410;                    North         East    Units  Estimated Accuracy
 DG2410;SPC GA W     -   332,920.      662,520.      MT  (+/- 180 meters Scaled)
 DG2410
 DG2410                          SUPERSEDED SURVEY CONTROL
 DG2410
 DG2410  NGVD 29 (??/??/92)  221.980  (m)          728.28   (f) ADJ UNCH    2 0
 DG2410
 DG2410.Superseded values are not recommended for survey control.
 DG2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2410.See file dsdata.txt to determine how the superseded data were derived.
 DG2410
 DG2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB272541(NAD 83)
 DG2410_MARKER: DD = SURVEY DISK
 DG2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2410_STAMPING: 12 E 3 728.279
 DG2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2410+STABILITY: SURFACE MOTION
 DG2410
 DG2410  HISTORY     - Date     Condition        Report By
 DG2410  HISTORY     - UNK      MONUMENTED       GAGS
 DG2410  HISTORY     - 1954     GOOD             NGS
 DG2410  HISTORY     - 1958     GOOD             CGS
 DG2410
 DG2410                          STATION DESCRIPTION
 DG2410
 DG2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DG2410'2 MI NE FROM WOODBURY.
 DG2410'LOCATED 2 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DG2410'FROM THE STATION IN WOODBURY, AT THE SECOND CURVE SOUTH OF A
 DG2410'WOODEN OVERHEAD BRIDGE AND NEAR SIGNAL NB 8003.  IT IS 25 FEET
 DG2410'WEST OF THE WEST RAIL, 30 FEET NORTH OF THE CENTER OF A ROAD
 DG2410'LEADING FROM A WHITE HOUSE TO THE TRACKS, 12.5 FEET SOUTH OF A
 DG2410'TELEGRAPH POLE AND 48 FEET NORTH OF A ROAD CROSSING.  IT IS A
 DG2410'STANDARD STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 DG2410'PROJECTING 2 INCHES AND ABOUT 2 FEET HIGHER THAN THE TRACKS.
 DG2410'TO REACH THE MARK FROM THE POST OFFICE IN WOODBURY GO NORTH ON
 DG2410'STATE HIGHWAY 85 FOR 1.6 MILES TO A WHITE HOUSE ON THE RIGHT,
 DG2410'TURN RIGHT, EAST, AND GO THROUGH THE YARD TO THE TRACKS AND THE
 DG2410'MARK AS DESCRIBED.
 DG2410
 DG2410                          STATION RECOVERY (1958)
 DG2410
 DG2410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DG2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0755 ***********************************************************************
 BS0755  DESIGNATION -  12 H 22
 BS0755  PID         -  BS0755
 BS0755  STATE/COUNTY-  GA/WORTH
 BS0755  USGS QUAD   -  SUMNER (1983)
 BS0755
 BS0755                         *CURRENT SURVEY CONTROL
 BS0755  ___________________________________________________________________
 BS0755* NAD 83(1986)-  31 30 40.     (N)    083 43 56.     (W)     SCALED    
 BS0755* NAVD 88     -       108.154  (meters)     354.84   (feet)  ADJUSTED  
 BS0755  ___________________________________________________________________
 BS0755  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BS0755  DYNAMIC HT  -         108.022 (meters)     354.40  (feet)  COMP
 BS0755  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BS0755
 BS0755  VERT ORDER  -  FIRST     CLASS II
 BS0755
 BS0755.The horizontal coordinates were scaled from a topographic map and have
 BS0755.an estimated accuracy of +/- 6 seconds.
 BS0755
 BS0755.The orthometric height was determined by differential leveling
 BS0755.and adjusted by the National Geodetic Survey in June 1991..
 BS0755
 BS0755.The geoid height was determined by GEOID03.
 BS0755
 BS0755.The dynamic height is computed by dividing the NAVD 88
 BS0755.geopotential number by the normal gravity value computed on the
 BS0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0755.degrees latitude (g = 980.6199 gals.).
 BS0755
 BS0755.The modeled gravity was interpolated from observed gravity values.
 BS0755
 BS0755;                    North         East    Units  Estimated Accuracy
 BS0755;SPC GA W     -   167,600.      741,260.      MT  (+/- 180 meters Scaled)
 BS0755
 BS0755                          SUPERSEDED SURVEY CONTROL
 BS0755
 BS0755  NGVD 29 (??/??/92)  108.313  (m)          355.36   (f) ADJ UNCH    1 2
 BS0755
 BS0755.Superseded values are not recommended for survey control.
 BS0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0755.See file dsdata.txt to determine how the superseded data were derived.
 BS0755
 BS0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ405894(NAD 83)
 BS0755_MARKER: DD = SURVEY DISK
 BS0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0755_STAMPING: 12 H 22
 BS0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0755+STABILITY: SURFACE MOTION
 BS0755
 BS0755  HISTORY     - Date     Condition        Report By
 BS0755  HISTORY     - UNK      MONUMENTED       GAGS
 BS0755  HISTORY     - 1957     GOOD             NGS
 BS0755
 BS0755                          STATION DESCRIPTION
 BS0755
 BS0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BS0755'6.6 MI E FROM SYLVESTER.
 BS0755'ABOUT 6.6 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0755'THE STATION AT SYLVESTER, 0.45 MILE EAST OF THE STATION SIGN AT
 BS0755'SUMNER, 37.3 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL AND
 BS0755'AT THE OUTSIDE OF A CURVE IN THE TRACK, 168 YARDS EAST OF MILEPOST
 BS0755'NO. P 673, 45 1/2 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 654,
 BS0755'2 FEET EAST-SOUTHEAST OF A CONCRETE WITNESS POST, 1 1/2 FEET
 BS0755'ABOVE THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST
 BS0755'PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2249 ***********************************************************************
 BT2249  DESIGNATION -  12 NDS
 BT2249  PID         -  BT2249
 BT2249  STATE/COUNTY-  GA/DOUGHERTY
 BT2249  USGS QUAD   -  PRETORIA (1988)
 BT2249
 BT2249                         *CURRENT SURVEY CONTROL
 BT2249  ___________________________________________________________________
 BT2249* NAD 83(1994)-  31 34 23.90383(N)    084 19 24.97900(W)     ADJUSTED  
 BT2249* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 BT2249  ___________________________________________________________________
 BT2249  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BT2249  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT2249
 BT2249  HORZ ORDER  -  SECOND
 BT2249
 BT2249.The horizontal coordinates were established by classical geodetic methods
 BT2249.and adjusted by the National Geodetic Survey in September 1997..
 BT2249.No horizontal observational check was made to the station.
 BT2249
 BT2249.The orthometric height was scaled from a topographic map.
 BT2249
 BT2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2249
 BT2249.The geoid height was determined by GEOID03.
 BT2249
 BT2249;                    North         East     Units Scale Factor Converg.
 BT2249;SPC GA W     -   174,419.197   685,103.594   MT  0.99990274   -0 04 55.8
 BT2249;SPC GA W     -   572,240.32  2,247,710.71   sFT  0.99990274   -0 04 55.8
 BT2249;UTM  16      - 3,496,249.153   754,005.534   MT  1.00039583   +1 24 07.5
 BT2249
 BT2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2249!SPC GA W     -   0.99999373  x   0.99990274  =   0.99989647
 BT2249!UTM  16      -   0.99999373  x   1.00039583  =   1.00038956
 BT2249
 BT2249                          SUPERSEDED SURVEY CONTROL
 BT2249
 BT2249  NAD 83(1986)-  31 34 23.91036(N)    084 19 24.98537(W) AD(       ) 2
 BT2249
 BT2249.Superseded values are not recommended for survey control.
 BT2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2249.See file dsdata.txt to determine how the superseded data were derived.
 BT2249
 BT2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5400696249(NAD 83)
 BT2249_MARKER: A = ALUMINUM MARKER
 BT2249_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2249_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2249_STAMPING: 12 NDS 1987
 BT2249_MARK LOGO: GA-095
 BT2249_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2249+STABILITY: POSITION/ELEVATION WELL
 BT2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2249+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2249
 BT2249  HISTORY     - Date     Condition        Report By
 BT2249  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2249
 BT2249                          STATION DESCRIPTION
 BT2249
 BT2249'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2249'MARK IS AZIMUTH MARK FOR GPS STATION---G 11 NDS 1987---LOCATED IN
 BT2249'WESTERN DOUGHERTY COUNTY, GEORGIA ALONG GILLIONVILLE ROAD.
 BT2249'TO REACH THE AZIMUTH MARK FROM GPS STATION D011, CONTINUE WEST ON
 BT2249'GILLIONVILLE ROAD FOR 0.92 KM (0.57 MI) TO THE AZIMUTH MARK ON THE
 BT2249'NORTH (RIGHT) SIDE OF THE ROAD.
 BT2249'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2249'CONTROL SURVEY, STAMPED 12 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2249'ROD DRIVEN TO A REFUSAL DEPTH OF 3.66 M (12.01 FT) . THE MARK IS
 BT2249'PROTECTED BY A CAST IRON VAALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2249'TOP OF THE COVER IS 0.09 M (0.30 FT) BELOW THE SURFACE OF THE GROUND,
 BT2249'AND IS ABOUT 0.02 M (0.07 FT) ABOVE THE CENTERLINE OF GILLIONVILLLE
 BT2249'ROAD.
 BT2249'THE MARK IS LOCATED 9.69 M (31.79 FT) NORTH OF THE CENTERLINE OF
 BT2249'GILLIONVILLE ROAD, 4.45M SOUTH OF A FENCE, 10.24 M (33.60 FT)
 BT2249'SOUTHWEST OF THE END POST OF SAME FENCE, AND 916.41 M (3006.59 FT)
 BT2249'WEST OF THE GPS STATION---G 11 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0165 ***********************************************************************
 BD0165  DESIGNATION -  124
 BD0165  PID         -  BD0165
 BD0165  STATE/COUNTY-  GA/CHARLTON
 BD0165  USGS QUAD   -  MONIAC (1994)
 BD0165
 BD0165                         *CURRENT SURVEY CONTROL
 BD0165  ___________________________________________________________________
 BD0165* NAD 83(1986)-  30 31 19.     (N)    082 11 52.     (W)     SCALED    
 BD0165* NAVD 88     -        37.50   (+/-2cm)     123.0    (feet)  VERTCON   
 BD0165  ___________________________________________________________________
 BD0165  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD0165
 BD0165  VERT ORDER  -  ? (See Below)
 BD0165
 BD0165.The horizontal coordinates were scaled from a topographic map and have
 BD0165.an estimated accuracy of +/- 6 seconds.
 BD0165
 BD0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD0165.The vertical order pertains to the NGVD 29 superseded value.
 BD0165
 BD0165.The geoid height was determined by GEOID03.
 BD0165
 BD0165;                    North         East    Units  Estimated Accuracy
 BD0165;SPC GA E     -    57,860.      197,010.      MT  (+/- 180 meters Scaled)
 BD0165
 BD0165                          SUPERSEDED SURVEY CONTROL
 BD0165
 BD0165  NGVD 29 (??/??/92)   37.786  (m)          123.97   (f) ADJ UNCH    ?  
 BD0165
 BD0165.Superseded values are not recommended for survey control.
 BD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0165.See file dsdata.txt to determine how the superseded data were derived.
 BD0165
 BD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP850772(NAD 83)
 BD0165_MARKER: P = PIPE CAP
 BD0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BD0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BD0165_STAMPING: 124
 BD0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0165
 BD0165  HISTORY     - Date     Condition        Report By
 BD0165  HISTORY     - UNK      MONUMENTED       USGS
 BD0165  HISTORY     - 1957     POOR             NGS
 BD0165
 BD0165                          STATION DESCRIPTION
 BD0165
 BD0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0165'1.5 MI E FROM ST GEORGE.
 BD0165'1.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BD0165'MONIAC, 2.6 MILES WEST OF OLIVERS CAMP AT THE CROSSING OF A
 BD0165'LANE, 35 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 20 FEET
 BD0165'WEST OF THE CENTERLINE OF THE LANE.  A USGS STANDARD CAP STAMPED
 BD0165'124 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- THE
 BD0165'PIPE WAS FOUND TO BE LEANING AND WAS NOT USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2250 ***********************************************************************
 BT2250  DESIGNATION -  124 NDS
 BT2250  PID         -  BT2250
 BT2250  STATE/COUNTY-  GA/DOUGHERTY
 BT2250  USGS QUAD   -  ALBANY WEST (1988)
 BT2250
 BT2250                         *CURRENT SURVEY CONTROL
 BT2250  ___________________________________________________________________
 BT2250* NAD 83(1994)-  31 30 08.60577(N)    084 12 43.37977(W)     ADJUSTED  
 BT2250* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BT2250  ___________________________________________________________________
 BT2250  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BT2250  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BT2250
 BT2250  HORZ ORDER  -  SECOND
 BT2250
 BT2250.The horizontal coordinates were established by classical geodetic methods
 BT2250.and adjusted by the National Geodetic Survey in September 1997..
 BT2250.No horizontal observational check was made to the station.
 BT2250
 BT2250.The orthometric height was scaled from a topographic map.
 BT2250
 BT2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2250
 BT2250.The geoid height was determined by GEOID03.
 BT2250
 BT2250;                    North         East     Units Scale Factor Converg.
 BT2250;SPC GA W     -   166,547.102   695,689.025   MT  0.99990023   -0 01 25.4
 BT2250;SPC GA W     -   546,413.28  2,282,439.74   sFT  0.99990023   -0 01 25.4
 BT2250;UTM  16      - 3,488,649.595   764,796.831   MT  1.00046491   +1 27 27.5
 BT2250
 BT2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2250!SPC GA W     -   0.99999554  x   0.99990023  =   0.99989577
 BT2250!UTM  16      -   0.99999554  x   1.00046491  =   1.00046044
 BT2250
 BT2250                          SUPERSEDED SURVEY CONTROL
 BT2250
 BT2250  NAD 83(1986)-  31 30 08.61202(N)    084 12 43.38600(W) AD(       ) 2
 BT2250
 BT2250.Superseded values are not recommended for survey control.
 BT2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2250.See file dsdata.txt to determine how the superseded data were derived.
 BT2250
 BT2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6479788650(NAD 83)
 BT2250_MARKER: A = ALUMINUM MARKER
 BT2250_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2250_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2250_STAMPING: 124 NDS 1987
 BT2250_MARK LOGO: GA-095
 BT2250_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2250+STABILITY: POSITION/ELEVATION WELL
 BT2250
 BT2250  HISTORY     - Date     Condition        Report By
 BT2250  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2250
 BT2250                          STATION DESCRIPTION
 BT2250
 BT2250'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2250'MARK IS AZIMUTH MARK FOR GPS STATION---G 123 NDS 1987---IN ALBANY,
 BT2250'DOUGHERTY, GEORGIA.
 BT2250'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 123 NDS 1987, CONTINUE
 BT2250'SOUTHWEST ON NEWTON ROAD FOR 1.0 MI (1.61 KM) TO THE AZIMUTH MARK ON
 BT2250'THE NORTHWEST (RIGHT) SIDE OF THE ROAD.
 BT2250'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2250'CONTROL SURVEY, STAMPED 124 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2250'ROD DRIVEN TO A REFUSAL DEPTH OF 18.0 FT (5.49 M) . THE MARK IS
 BT2250'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2250'TOPOF THE COVER IS 0.70 FT (0.21 M) BELOW THE SURFACE OF THE GROUND,
 BT2250'AND IS ABOUT 1.25 FT (0.38 M) BELOW THE CENTERLINE OF NEWTON ROAD.
 BT2250'THE MARK IS LOCATED 128.2 FT (39.08 M) EAST OF A POWER POLE, 16.3 FT
 BT2250'(4.97 M) NORTHWEST OF THE CENTERLINE OF NEWTON ROAD, 103.7 FT
 BT2250'(31.61 M) SOUTHWEST OF A  POLE BEARING A MILE 6 SIGN FOR STATE
 BT2250'HIGHWAY 91, AND 5275.9 FT (1608.10 M) SOUTHWEST OF GPS STATION---G
 BT2250'123 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0075 ***********************************************************************
 CK0075  DESIGNATION -  124 USGS
 CK0075  PID         -  CK0075
 CK0075  STATE/COUNTY-  GA/BULLOCH
 CK0075  USGS QUAD   -  DENMARK (1978)
 CK0075
 CK0075                         *CURRENT SURVEY CONTROL
 CK0075  ___________________________________________________________________
 CK0075* NAD 83(1986)-  32 21 29.     (N)    081 38 20.     (W)     SCALED    
 CK0075* NAVD 88     -        37.569  (meters)     123.26   (feet)  ADJUSTED  
 CK0075  ___________________________________________________________________
 CK0075  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CK0075  DYNAMIC HT  -          37.526 (meters)     123.12  (feet)  COMP
 CK0075  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CK0075
 CK0075  VERT ORDER  -  FIRST     CLASS II
 CK0075
 CK0075.The horizontal coordinates were scaled from a topographic map and have
 CK0075.an estimated accuracy of +/- 6 seconds.
 CK0075
 CK0075.The orthometric height was determined by differential leveling
 CK0075.and adjusted by the National Geodetic Survey in June 1991..
 CK0075.WARNING-Repeat measurements at this control monument indicate possible
 CK0075.vertical movement.
 CK0075
 CK0075.The geoid height was determined by GEOID03.
 CK0075
 CK0075.The dynamic height is computed by dividing the NAVD 88
 CK0075.geopotential number by the normal gravity value computed on the
 CK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0075.degrees latitude (g = 980.6199 gals.).
 CK0075
 CK0075.The modeled gravity was interpolated from observed gravity values.
 CK0075
 CK0075;                    North         East    Units  Estimated Accuracy
 CK0075;SPC GA E     -   261,540.      249,670.      MT  (+/- 180 meters Scaled)
 CK0075
 CK0075                          SUPERSEDED SURVEY CONTROL
 CK0075
 CK0075  NGVD 29 (??/??/92)   37.798  (m)          124.01   (f) ADJ UNCH    1 2
 CK0075
 CK0075.Superseded values are not recommended for survey control.
 CK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0075.See file dsdata.txt to determine how the superseded data were derived.
 CK0075
 CK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR398803(NAD 83)
 CK0075_MARKER: P = PIPE CAP
 CK0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0075_STAMPING: 124.009 124 1918
 CK0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0075
 CK0075  HISTORY     - Date     Condition        Report By
 CK0075  HISTORY     - 1918     MONUMENTED       USGS
 CK0075  HISTORY     - 1955     GOOD             NGS
 CK0075  HISTORY     - 1979     MARK NOT FOUND   NGS
 CK0075
 CK0075                          STATION DESCRIPTION
 CK0075
 CK0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0075'2.3 MI SE FROM BROOKLET.
 CK0075'ABOUT 0.15 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 CK0075'METHODIST CHURCH AT BROOKLET, THENCE ABOUT 2.15 MILES SOUTHEAST
 CK0075'ALONG A DIRT ROAD FOLLOWING THE ABANDONED GRADE OF THE SAVANNAH
 CK0075'AND STATESBORO RAILWAY, ABOUT 0.1 MILE SOUTHEAST AND ACROSS ROAD
 CK0075'FROM A LARGE POND WITH OVERFLOW RUNNING THRU TWO 36-INCH METAL
 CK0075'PIPE CULVERTS UNDER ROAD, LOCATED NEAR THE NORTHWEST CORNER OF
 CK0075'A CULTIVATED FIELD, 86 FEET SOUTH OF CENTER LINE OF ROAD, 32 FEET
 CK0075'EAST OF CENTER OF A DIM WOODS ROAD SOUTH, 26 FEET EAST OF A
 CK0075'FENCE CORNER WHICH IS BETWEEN TWO GATES, 9 FEET NORTHEAST OF A
 CK0075'28-INCH PINE TREE, 3 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 1
 CK0075'FOOT ABOVE LEVEL OF ROAD AND IS A USGS CAP AND PIPE PROJECTING
 CK0075'6 INCHES.  NOTE-- THE PIPE APPEARS TO BE SOLID, HOWEVER, THE
 CK0075'CENTER OF CAP HAS BEEN BEAT DOWN ABOUT 1/4-INCH.  IN LEVELING TO
 CK0075'THE MARK THE ROD WAS HELD ON THE LETTERS EO OF GEOLOGICAL.
 CK0075
 CK0075                          STATION RECOVERY (1979)
 CK0075
 CK0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0163 ***********************************************************************
 BD0163  DESIGNATION -  125.0
 BD0163  PID         -  BD0163
 BD0163  STATE/COUNTY-  GA/CHARLTON
 BD0163  USGS QUAD   -  MONIAC (1994)
 BD0163
 BD0163                         *CURRENT SURVEY CONTROL
 BD0163  ___________________________________________________________________
 BD0163* NAD 83(1986)-  30 31 27.     (N)    082 12 24.     (W)     SCALED    
 BD0163* NAVD 88     -        37.81   (+/-2cm)     124.0    (feet)  VERTCON   
 BD0163  ___________________________________________________________________
 BD0163  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD0163
 BD0163  VERT ORDER  -  ? (See Below)
 BD0163
 BD0163.The horizontal coordinates were scaled from a topographic map and have
 BD0163.an estimated accuracy of +/- 6 seconds.
 BD0163
 BD0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD0163.The vertical order pertains to the NGVD 29 superseded value.
 BD0163
 BD0163.The geoid height was determined by GEOID03.
 BD0163
 BD0163;                    North         East    Units  Estimated Accuracy
 BD0163;SPC GA E     -    58,100.      196,160.      MT  (+/- 180 meters Scaled)
 BD0163
 BD0163                          SUPERSEDED SURVEY CONTROL
 BD0163
 BD0163  NGVD 29 (??/??/92)   38.099  (m)          125.00   (f) ADJ UNCH    ?  
 BD0163
 BD0163.Superseded values are not recommended for survey control.
 BD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0163.See file dsdata.txt to determine how the superseded data were derived.
 BD0163
 BD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP842774(NAD 83)
 BD0163_MARKER: N = NAIL
 BD0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0163_SP_SET: PINE STUMP
 BD0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0163
 BD0163  HISTORY     - Date     Condition        Report By
 BD0163  HISTORY     - UNK      MONUMENTED       USGS
 BD0163  HISTORY     - 1957     MARK NOT FOUND   NGS
 BD0163
 BD0163                          STATION DESCRIPTION
 BD0163
 BD0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0163'1 MI E FROM MONIAC.
 BD0163'1.0 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BD0163'MONIAC, AT A PUBLIC ROAD CROSSING, 28 FEET NORTH OF THE CENTERLINE
 BD0163'OF THE TRACK, AND AT A 1-FOOT PINE STUMP.  A U.S. GEOLOGICAL
 BD0163'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1003 ***********************************************************************
 CK1003  DESIGNATION -  126
 CK1003  PID         -  CK1003
 CK1003  STATE/COUNTY-  GA/SCREVEN
 CK1003  USGS QUAD   -  ROCKY FORD (1978)
 CK1003
 CK1003                         *CURRENT SURVEY CONTROL
 CK1003  ___________________________________________________________________
 CK1003* NAD 83(1986)-  32 40 20.     (N)    081 50 19.     (W)     SCALED    
 CK1003* NAVD 88     -        38.111  (meters)     125.04   (feet)  ADJUSTED  
 CK1003  ___________________________________________________________________
 CK1003  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CK1003  DYNAMIC HT  -          38.069 (meters)     124.90  (feet)  COMP
 CK1003  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 CK1003
 CK1003  VERT ORDER  -  FIRST     CLASS II
 CK1003
 CK1003.The horizontal coordinates were scaled from a topographic map and have
 CK1003.an estimated accuracy of +/- 6 seconds.
 CK1003
 CK1003.The orthometric height was determined by differential leveling
 CK1003.and adjusted by the National Geodetic Survey in June 1991..
 CK1003.WARNING-Repeat measurements at this control monument indicate possible
 CK1003.vertical movement.
 CK1003
 CK1003.The geoid height was determined by GEOID03.
 CK1003
 CK1003.The dynamic height is computed by dividing the NAVD 88
 CK1003.geopotential number by the normal gravity value computed on the
 CK1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1003.degrees latitude (g = 980.6199 gals.).
 CK1003
 CK1003.The modeled gravity was interpolated from observed gravity values.
 CK1003
 CK1003;                    North         East    Units  Estimated Accuracy
 CK1003;SPC GA E     -   296,300.      230,770.      MT  (+/- 180 meters Scaled)
 CK1003
 CK1003                          SUPERSEDED SURVEY CONTROL
 CK1003
 CK1003  NGVD 29 (??/??/92)   38.349  (m)          125.82   (f) ADJ UNCH    1 2
 CK1003
 CK1003.Superseded values are not recommended for survey control.
 CK1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1003.See file dsdata.txt to determine how the superseded data were derived.
 CK1003
 CK1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS213152(NAD 83)
 CK1003_MARKER: P = PIPE CAP
 CK1003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1003_STAMPING: 125.735 126 1918
 CK1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1003
 CK1003  HISTORY     - Date     Condition        Report By
 CK1003  HISTORY     - 1918     MONUMENTED       USGS
 CK1003  HISTORY     - 1960     GOOD             NGS
 CK1003
 CK1003                          STATION DESCRIPTION
 CK1003
 CK1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1003'0.6 MI NW FROM ROCKY FORD.
 CK1003'ABOUT 0.65 MILE NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1003'FROM THE CROSSING OF A BLACK TOP ROAD AT ROCKY FORD, 0.05 MILE
 CK1003'NORTHWEST OF A SWITCH STAND AT THE NORTHWEST END OF SIDING,
 CK1003'13 1/2 FEET NORTHEAST OF MILEPOST S 67, 21 FEET NORTHEAST OF THE
 CK1003'NORTHEAST RAIL, 40 1/2 FEET SOUTH OF TELEPHONE POLE NO. 2563,
 CK1003'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP
 CK1003'OF A 3 1/2-INCH IRON PIPE PROJECTING 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0004 ***********************************************************************
 EE0004  DESIGNATION -  1275
 EE0004  PID         -  EE0004
 EE0004  STATE/COUNTY-  GA/GILMER
 EE0004  USGS QUAD   -  ELLIJAY (1971)
 EE0004
 EE0004                         *CURRENT SURVEY CONTROL
 EE0004  ___________________________________________________________________
 EE0004* NAD 83(1986)-  34 41 23.     (N)    084 28 36.     (W)     SCALED    
 EE0004* NAVD 88     -       389.152  (meters)    1276.74   (feet)  ADJUSTED  
 EE0004  ___________________________________________________________________
 EE0004  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE0004  DYNAMIC HT  -         388.748 (meters)    1275.42  (feet)  COMP
 EE0004  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 EE0004
 EE0004  VERT ORDER  -  SECOND    CLASS 0
 EE0004
 EE0004.The horizontal coordinates were scaled from a topographic map and have
 EE0004.an estimated accuracy of +/- 6 seconds.
 EE0004
 EE0004.The orthometric height was determined by differential leveling
 EE0004.and adjusted by the National Geodetic Survey in June 1991..
 EE0004
 EE0004.The geoid height was determined by GEOID03.
 EE0004
 EE0004.The dynamic height is computed by dividing the NAVD 88
 EE0004.geopotential number by the normal gravity value computed on the
 EE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0004.degrees latitude (g = 980.6199 gals.).
 EE0004
 EE0004.The modeled gravity was interpolated from observed gravity values.
 EE0004
 EE0004;                    North         East    Units  Estimated Accuracy
 EE0004;SPC GA W     -   520,050.      671,600.      MT  (+/- 180 meters Scaled)
 EE0004
 EE0004                          SUPERSEDED SURVEY CONTROL
 EE0004
 EE0004  NGVD 29 (??/??/92)  389.154  (m)         1276.75   (f) ADJ UNCH    2 0
 EE0004
 EE0004.Superseded values are not recommended for survey control.
 EE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0004.See file dsdata.txt to determine how the superseded data were derived.
 EE0004
 EE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD311415(NAD 83)
 EE0004_MARKER: DD = SURVEY DISK
 EE0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0004_SP_SET: BUILDING
 EE0004_STAMPING: 1275 1276.749
 EE0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0004
 EE0004  HISTORY     - Date     Condition        Report By
 EE0004  HISTORY     - UNK      MONUMENTED       USGS
 EE0004  HISTORY     - 1972     GOOD             NGS
 EE0004
 EE0004                          STATION DESCRIPTION
 EE0004
 EE0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0004'0.5 MI E FROM ELLIJAY.
 EE0004'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 52 (RIVER STREET)
 EE0004'FROM THE COUNTY COURTHOUSE AT ELLIJAY, 102 FEET EAST OF THE EAST
 EE0004'CORNER OF THE FORMER LOUISVILLE AND NASHVILLE RAILROAD STATION
 EE0004'WHICH IS NOW A CARPET FACTORY OUTLET STORE, 35 FEET SOUTHEAST OF
 EE0004'THE SOUTHEAST RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE WEST
 EE0004'FACE OF A BRICK COMMERCIAL BUILDING WHICH IS NOW VACANT, 10.2
 EE0004'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 15 FEET
 EE0004'SOUTH OF THE SOUTH EDGE OF THE MORE SOUTHERLY OF TWO ENTRANCES
 EE0004'TO THE BUILDING, 4.7 FEET ABOVE THE LEVEL OF THE GROUND, AND
 EE0004'0.6 FOOT ABOVE THE CONCRETE PORCH THAT IS ATTACHED TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0963 ***********************************************************************
 DE0963  DESIGNATION -  128
 DE0963  PID         -  DE0963
 DE0963  STATE/COUNTY-  GA/RICHMOND
 DE0963  USGS QUAD   -  MECHANIC HILL (1981)
 DE0963
 DE0963                         *CURRENT SURVEY CONTROL
 DE0963  ___________________________________________________________________
 DE0963* NAD 83(1986)-  33 18 54.     (N)    081 56 22.     (W)     SCALED    
 DE0963* NAVD 88     -        38.807  (meters)     127.32   (feet)  ADJUSTED  
 DE0963  ___________________________________________________________________
 DE0963  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DE0963  DYNAMIC HT  -          38.765 (meters)     127.18  (feet)  COMP
 DE0963  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 DE0963
 DE0963  VERT ORDER  -  FIRST     CLASS II
 DE0963
 DE0963.The horizontal coordinates were scaled from a topographic map and have
 DE0963.an estimated accuracy of +/- 6 seconds.
 DE0963
 DE0963.The orthometric height was determined by differential leveling
 DE0963.and adjusted by the National Geodetic Survey in June 1991..
 DE0963
 DE0963.The geoid height was determined by GEOID03.
 DE0963
 DE0963.The dynamic height is computed by dividing the NAVD 88
 DE0963.geopotential number by the normal gravity value computed on the
 DE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0963.degrees latitude (g = 980.6199 gals.).
 DE0963
 DE0963.The modeled gravity was interpolated from observed gravity values.
 DE0963
 DE0963;                    North         East    Units  Estimated Accuracy
 DE0963;SPC GA E     -   367,560.      221,160.      MT  (+/- 180 meters Scaled)
 DE0963
 DE0963                          SUPERSEDED SURVEY CONTROL
 DE0963
 DE0963  NGVD 29 (??/??/92)   39.042  (m)          128.09   (f) ADJ UNCH    1 2
 DE0963
 DE0963.Superseded values are not recommended for survey control.
 DE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0963.See file dsdata.txt to determine how the superseded data were derived.
 DE0963
 DE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS125866(NAD 83)
 DE0963_MARKER: P = PIPE CAP
 DE0963_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0963_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0963_STAMPING: 128.031 128 1918
 DE0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0963
 DE0963  HISTORY     - Date     Condition        Report By
 DE0963  HISTORY     - 1918     MONUMENTED       USGS
 DE0963  HISTORY     - 1960     GOOD             NGS
 DE0963
 DE0963                          STATION DESCRIPTION
 DE0963
 DE0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0963'6 MI N FROM MC BEAN.
 DE0963'ABOUT 4.65 MILES NORTH ALONG STATE HIGHWAY 56 FROM THE CROSSING
 DE0963'OF THE CENTRAL OF GEORGIA RAILWAY AT MC BEAN, THENCE ABOUT
 DE0963'0.65 MILE SOUTHEAST ALONG BENNOCK MILL ROAD, THENCE ABOUT 0.3
 DE0963'MILE NORTH-NORTHEAST ALONG A DIRT ROAD, THENCE ABOUT 0.35 MILE
 DE0963'NORTHEAST ALONG A TRAIL ROAD ACROSS A FIELD, ALONG THE CENTRAL
 DE0963'OF GEORGIA RAILWAY, 273 YARDS NORTHWEST OF MILEPOST S 120, 371
 DE0963'YARDS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NO. D 120.4,
 DE0963'ACROSS SPIRIT CREEK, AT A WOODS TRAIL CROSSING, 19.4 FEET
 DE0963'SOUTHWEST OF THE SOUTHWEST RAIL AND ON THE OUTSIDE OF A CURVE, 32
 DE0963'FEET SOUTHEAST OF THE CENTER LINE OF WOODS TRAIL, 31 1/2 FEET
 DE0963'NORTHWEST OF MILEAGE POLE 120+5 (FIRST POLE SOUTHEAST OF CROSSING),
 DE0963'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK, AND RIVETED ON TOP
 DE0963'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT.  NOTE-- THIS MARK
 DE0963'CAN BE REACHED BY GOING ABOUT 1.8 MILES SOUTHEAST ALONG THE
 DE0963'CENTRAL OF GEORGIA RAILWAY FROM THE CROSSING OF A DIRT ROAD AT
 DE0963'NIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4072 ***********************************************************************
 CK4072  DESIGNATION -  128
 CK4072  PID         -  CK4072
 CK4072  STATE/COUNTY-  GA/EFFINGHAM
 CK4072  USGS QUAD   -  EGYPT (1978)
 CK4072
 CK4072                         *CURRENT SURVEY CONTROL
 CK4072  ___________________________________________________________________
 CK4072* NAD 83(1994)-  32 27 35.24255(N)    081 26 00.56519(W)     ADJUSTED  
 CK4072* NAVD 88     -        37.78   (+/-2cm)     123.9    (feet)  VERTCON   
 CK4072  ___________________________________________________________________
 CK4072  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 CK4072  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 CK4072
 CK4072  HORZ ORDER  -  SECOND
 CK4072  VERT ORDER  -  THIRD ? (See Below)
 CK4072
 CK4072.The horizontal coordinates were established by classical geodetic methods
 CK4072.and adjusted by the National Geodetic Survey in September 1997..
 CK4072
 CK4072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4072.The vertical order pertains to the NGVD 29 superseded value.
 CK4072
 CK4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4072
 CK4072.The geoid height was determined by GEOID03.
 CK4072
 CK4072;                    North         East     Units Scale Factor Converg.
 CK4072;SPC GA E     -   272,934.916   268,926.089   MT  0.99995856   +0 23 36.7
 CK4072;SPC GA E     -   895,453.97    882,301.68   sFT  0.99995856   +0 23 36.7
 CK4072;SPC SC       -    69,563.108   568,843.399   MT  1.00001440   -0 14 25.2
 CK4072;SPC SC       -   228,225.42  1,866,284.12   iFT  1.00001440   -0 14 25.2
 CK4072;UTM  17      - 3,591,484.471   459,260.003   MT  0.99962047   -0 13 57.6
 CK4072
 CK4072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4072!SPC GA E     -   0.99999889  x   0.99995856  =   0.99995745
 CK4072!SPC SC       -   0.99999889  x   1.00001440  =   1.00001329
 CK4072!UTM  17      -   0.99999889  x   0.99962047  =   0.99961936
 CK4072
 CK4072                          SUPERSEDED SURVEY CONTROL
 CK4072
 CK4072  NAD 83(1986)-  32 27 35.23433(N)    081 26 00.55850(W) AD(       ) 2
 CK4072  NAD 27      -  32 27 34.58400(N)    081 26 01.17600(W) AD(       ) 2
 CK4072  NGVD 29 (07/19/86)   38.03   (m)          124.8    (f) LEVELING    3  
 CK4072
 CK4072.Superseded values are not recommended for survey control.
 CK4072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4072.See file dsdata.txt to determine how the superseded data were derived.
 CK4072
 CK4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5926091484(NAD 83)
 CK4072_MARKER: P = PIPE CAP
 CK4072_SETTING: 0 = UNSPECIFIED SETTING
 CK4072
 CK4072  HISTORY     - Date     Condition        Report By
 CK4072  HISTORY     - 1935     MONUMENTED       USGS
 CK4072  HISTORY     - 1954     POOR             CGS
 CK4072  HISTORY     - 1973     POOR             NGS
 CK4072
 CK4072                          STATION DESCRIPTION
 CK4072
 CK4072'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (MAH)
 CK4072'ABOUT 2.5 MILES EAST OF EGYPT AND 1.7 MILES SOUTHWEST OF SHAWNEE.
 CK4072'BEARING FROM STATION TO STATION TURKEY (SEE DESCRIPTION THEREOF) IS
 CK4072'N 81 DEG 14 MIN E.
 CK4072
 CK4072                          STATION RECOVERY (1954)
 CK4072
 CK4072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4072'NOTE BIEN--IN NONE OF THE DESCRIPTIONS AVAILABLE WAS THIS MARK
 CK4072'DESIGNATED AS OTHER THAN BENCH MARK (U.S.G.S.) WITH NO MENTION OF THE
 CK4072'STAMPING THEREON OR ITS CONDITION AT THE TIME OF CONNECTION TO
 CK4072'TRIANGULATION.  IT NOW LEANS AN ESTIMATED 20 DEGREES
 CK4072'EAST-NORTHEASTWARD WHILE PROJECTING 16 INCHES, BUT THE DISTANCE FROM
 CK4072'THE TRIANGULATION STATION WAS MEASURED EXACTLY THE SAME NOW AS IT
 CK4072'WAS IN 1935.
 CK4072'
 CK4072'THE MARK IS ABOUT 1.7 MILES SW OF SHAWNEE, AT TURKEY BRANCH
 CK4072'BAPTIST CHURCH, 150.05 FEET S 81 DEG 14 MIN W FROM
 CK4072'TRIANGULATION STATION TURKEY FOR WHICH SEE THE DESCRIPTION
 CK4072'THEREOF, 15 FEET SW OF TRANSFORMER POWER POLE, AND 12 FEET NNW OF
 CK4072'CENTER OF ROAD.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY CAPPED
 CK4072'PIPE BENCH MARK, PROJECTING 16 INCHES, AND STAMPED 128 1918.
 CK4072'
 CK4072'TO REACH FROM THE MAIN RAILROAD CROSSING IN SHAWNEE, GO
 CK4072'SOUTHWESTERLY 0.2 MILE AND TURN LEFT ONTO GEORGIA 21 HIGHWAY, THENCE
 CK4072'SOUTHEASTERLY FOR 0.2 MILE AND TURN RIGHT ONTO EARTH ROAD, THENCE
 CK4072'SOUTHWESTERLY 1.8 MILES TO CHURCH ON LEFT AND MARK ON RIGHT.
 CK4072
 CK4072                          STATION RECOVERY (1973)
 CK4072
 CK4072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 CK4072'THE MARK WAS RECOVERED IN THE SAME CONDITION AS DESCRIBED BY
 CK4072'W.H.B. IN 1954.
 CK4072'
 CK4072'THE MARK IS 36 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 CK4072'A BLACKED TOPPED ROAD, 14 FEET SOUTHWEST OF A POWER POLE WITH A
 CK4072'NIGHT LIGHT ATTACHED, AND 4 FEET SOUTH OF THE TURKEY BAPTIST
 CK4072'CHURCH SIGN.
 CK4072'
 CK4072'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 24 AND 17 IN
 CK4072'OLIVER, GO SOUTH ON HIGHWAY 17 FOR 5.45 MILES TO A SIDE ROAD LEFT
 CK4072'AT A COUNTRY GROCERY STORE, TURN LEFT AND FOLLOW A PAVED ROAD EAST
 CK4072'FOR 1.65 MILES TO THE MARK AND THE TURKEY BAPTIST CHURCH ON THE
 CK4072'RIGHT.
 CK4072'
 CK4072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 CK4072'EAST OF EGYPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1052 ***********************************************************************
 CL1052  DESIGNATION -  13 B 5
 CL1052  PID         -  CL1052
 CL1052  STATE/COUNTY-  GA/JONES
 CL1052  USGS QUAD   -  MACON NE (1985)
 CL1052
 CL1052                         *CURRENT SURVEY CONTROL
 CL1052  ___________________________________________________________________
 CL1052* NAD 83(1986)-  32 54 02.     (N)    083 32 20.     (W)     SCALED    
 CL1052* NAVD 88     -       158.945  (meters)     521.47   (feet)  ADJUSTED  
 CL1052  ___________________________________________________________________
 CL1052  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CL1052  DYNAMIC HT  -         158.771 (meters)     520.90  (feet)  COMP
 CL1052  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CL1052
 CL1052  VERT ORDER  -  FIRST     CLASS II
 CL1052
 CL1052.The horizontal coordinates were scaled from a topographic map and have
 CL1052.an estimated accuracy of +/- 6 seconds.
 CL1052
 CL1052.The orthometric height was determined by differential leveling
 CL1052.and adjusted by the National Geodetic Survey in June 1991..
 CL1052
 CL1052.The geoid height was determined by GEOID03.
 CL1052
 CL1052.The dynamic height is computed by dividing the NAVD 88
 CL1052.geopotential number by the normal gravity value computed on the
 CL1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1052.degrees latitude (g = 980.6199 gals.).
 CL1052
 CL1052.The modeled gravity was interpolated from observed gravity values.
 CL1052
 CL1052;                    North         East    Units  Estimated Accuracy
 CL1052;SPC GA W     -   321,750.      758,730.      MT  (+/- 180 meters Scaled)
 CL1052
 CL1052                          SUPERSEDED SURVEY CONTROL
 CL1052
 CL1052  NGVD 29 (??/??/92)  159.082  (m)          521.92   (f) ADJ UNCH    1 2
 CL1052
 CL1052.Superseded values are not recommended for survey control.
 CL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1052.See file dsdata.txt to determine how the superseded data were derived.
 CL1052
 CL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS625431(NAD 83)
 CL1052_MARKER: DD = SURVEY DISK
 CL1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1052_STAMPING: 13 B 5
 CL1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1052+STABILITY: SURFACE MOTION
 CL1052
 CL1052  HISTORY     - Date     Condition        Report By
 CL1052  HISTORY     - UNK      MONUMENTED       GAGS
 CL1052  HISTORY     - 1962     GOOD             NGS
 CL1052
 CL1052                          STATION DESCRIPTION
 CL1052
 CL1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1052'8.2 MI NE FROM MACON.
 CL1052'ABOUT 4.1 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1052'FROM THE UNION STATION AT MACON, THENCE 4.15 MILES NORTHEAST
 CL1052'ALONG THE GEORGIA RAILROAD, 0.15 MILES NORTHEAST OF MILEPOST
 CL1052'M 70, 16.8 FEET NORTHWEST OF BENCH MARK N 282 DESCRIBED, 12 1/2
 CL1052'FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT LEVEL WITH THE
 CL1052'RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 CL1052'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK IS IN A POOR
 CL1052'LOCATION, SET IN THE SIDE OF A 4-FOOT HIGH BANK, THE POST
 CL1052'IS LOOSE AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0354 ***********************************************************************
 DF0354  DESIGNATION -  13 C 0
 DF0354  PID         -  DF0354
 DF0354  STATE/COUNTY-  GA/HANCOCK
 DF0354  USGS QUAD   -  SPARTA (1987)
 DF0354
 DF0354                         *CURRENT SURVEY CONTROL
 DF0354  ___________________________________________________________________
 DF0354* NAD 83(1986)-  33 16 37.     (N)    082 58 11.     (W)     SCALED    
 DF0354* NAVD 88     -       170.573  (meters)     559.62   (feet)  ADJUSTED  
 DF0354  ___________________________________________________________________
 DF0354  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DF0354  DYNAMIC HT  -         170.391 (meters)     559.02  (feet)  COMP
 DF0354  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DF0354
 DF0354  VERT ORDER  -  SECOND    CLASS 0
 DF0354
 DF0354.The horizontal coordinates were scaled from a topographic map and have
 DF0354.an estimated accuracy of +/- 6 seconds.
 DF0354
 DF0354.The orthometric height was determined by differential leveling
 DF0354.and adjusted by the National Geodetic Survey in June 1991..
 DF0354
 DF0354.The geoid height was determined by GEOID03.
 DF0354
 DF0354.The dynamic height is computed by dividing the NAVD 88
 DF0354.geopotential number by the normal gravity value computed on the
 DF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0354.degrees latitude (g = 980.6199 gals.).
 DF0354
 DF0354.The modeled gravity was interpolated from observed gravity values.
 DF0354
 DF0354;                    North         East    Units  Estimated Accuracy
 DF0354;SPC GA E     -   363,600.      125,190.      MT  (+/- 180 meters Scaled)
 DF0354
 DF0354                          SUPERSEDED SURVEY CONTROL
 DF0354
 DF0354  NGVD 29 (??/??/92)  170.717  (m)          560.09   (f) ADJ UNCH    2 0
 DF0354
 DF0354.Superseded values are not recommended for survey control.
 DF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0354.See file dsdata.txt to determine how the superseded data were derived.
 DF0354
 DF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS165837(NAD 83)
 DF0354_MARKER: Z = SEE DESCRIPTION
 DF0354_SETTING: 0 = UNSPECIFIED SETTING
 DF0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0354
 DF0354  HISTORY     - Date     Condition        Report By
 DF0354  HISTORY     - UNK      MONUMENTED       GAGS
 DF0354  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0354
 DF0354                          STATION DESCRIPTION
 DF0354
 DF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0354'AT SPARTA.
 DF0354'THE DIRECTION FROM THE CENTER LINE OF THE HIGHWAY TO AUGUSTA
 DF0354'SHOULD EVIDENTLY BE S INSTEAD OF E, AND THAT FROM THE CENTER LINE
 DF0354'OF THE HIGHWAY TO SANDERSVILLE SHOULD BE NE INSTEAD OF N.  EVEN
 DF0354'75 FEET FROM THE PRESENT FIRE HYDRANT FAILS BY 50 FEET TO TOUCH
 DF0354'THE LAWN OF THE CHURCH.  IT IS NOTED THAT THERE IS NO 13 C 0 LISTED
 DF0354'IN THE BIG RED BOOK GEODETIC SURVEY OF GEORGIA, AND SO FOR THAT
 DF0354'REASON, A COPY OF THIS DESCRIPTION WILL NOT BE FORWARDED TO THE
 DF0354'STATE HIGHWAY DEPARTMENT BUT MENTIONED TO THEM IN PERSON WHENEVER
 DF0354'POSSIBLE.  NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0196 ***********************************************************************
 DF0196  DESIGNATION -  13 C 17
 DF0196  PID         -  DF0196
 DF0196  STATE/COUNTY-  GA/COLUMBIA
 DF0196  USGS QUAD   -  GROVETOWN (1980)
 DF0196
 DF0196                         *CURRENT SURVEY CONTROL
 DF0196  ___________________________________________________________________
 DF0196* NAD 83(1986)-  33 24 25.     (N)    082 14 27.     (W)     SCALED    
 DF0196* NAVD 88     -       155.854  (meters)     511.33   (feet)  ADJUSTED  
 DF0196  ___________________________________________________________________
 DF0196  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DF0196  DYNAMIC HT  -         155.688 (meters)     510.79  (feet)  COMP
 DF0196  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DF0196
 DF0196  VERT ORDER  -  FIRST     CLASS II
 DF0196
 DF0196.The horizontal coordinates were scaled from a topographic map and have
 DF0196.an estimated accuracy of +/- 6 seconds.
 DF0196
 DF0196.The orthometric height was determined by differential leveling
 DF0196.and adjusted by the National Geodetic Survey in June 1991..
 DF0196
 DF0196.The geoid height was determined by GEOID03.
 DF0196
 DF0196.The dynamic height is computed by dividing the NAVD 88
 DF0196.geopotential number by the normal gravity value computed on the
 DF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0196.degrees latitude (g = 980.6199 gals.).
 DF0196
 DF0196.The modeled gravity was interpolated from observed gravity values.
 DF0196
 DF0196;                    North         East    Units  Estimated Accuracy
 DF0196;SPC GA E     -   377,730.      193,100.      MT  (+/- 180 meters Scaled)
 DF0196
 DF0196                          SUPERSEDED SURVEY CONTROL
 DF0196
 DF0196  NGVD 29 (??/??/92)  156.077  (m)          512.06   (f) ADJ UNCH    1 2
 DF0196
 DF0196.Superseded values are not recommended for survey control.
 DF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0196.See file dsdata.txt to determine how the superseded data were derived.
 DF0196
 DF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS846970(NAD 83)
 DF0196_MARKER: DD = SURVEY DISK
 DF0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0196_STAMPING: 13 C 17
 DF0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0196+STABILITY: SURFACE MOTION
 DF0196
 DF0196  HISTORY     - Date     Condition        Report By
 DF0196  HISTORY     - UNK      MONUMENTED       GAGS
 DF0196  HISTORY     - 1962     GOOD             NGS
 DF0196
 DF0196                          STATION DESCRIPTION
 DF0196
 DF0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0196'4.5 MI E FROM HARLEM.
 DF0196'ABOUT 4.5 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0196'AT HARLEM, 0.1 MILE WEST OF MILEPOST 20, 145 YARDS EAST OF A
 DF0196'GRADED ROAD CROSSING, ON THE NORTH BAND OF A CUT, IN ABOUT THE
 DF0196'CENTER OF THE CUT, 20 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DF0196'TRACK, 45 FEET SOUTHEAST OF POWER LINE POLE NO. 1, 71 1/2 FEET
 DF0196'WEST OF THE THIRD TELEGRAPH POLE EAST OF THE GRADED ROAD CROSSING,
 DF0196'91 YARDS EAST OF BENCH MARK Y 284, 4 FEET ABOVE THE LEVEL OF THE
 DF0196'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 DF0196'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0190 ***********************************************************************
 DF0190  DESIGNATION -  13 C 21
 DF0190  PID         -  DF0190
 DF0190  STATE/COUNTY-  GA/COLUMBIA
 DF0190  USGS QUAD   -  HARLEM (1980)
 DF0190
 DF0190                         *CURRENT SURVEY CONTROL
 DF0190  ___________________________________________________________________
 DF0190* NAD 83(1986)-  33 24 35.     (N)    082 17 52.     (W)     SCALED    
 DF0190* NAVD 88     -       162.229  (meters)     532.25   (feet)  ADJUSTED  
 DF0190  ___________________________________________________________________
 DF0190  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF0190  DYNAMIC HT  -         162.056 (meters)     531.68  (feet)  COMP
 DF0190  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DF0190
 DF0190  VERT ORDER  -  FIRST     CLASS II
 DF0190
 DF0190.The horizontal coordinates were scaled from a topographic map and have
 DF0190.an estimated accuracy of +/- 6 seconds.
 DF0190
 DF0190.The orthometric height was determined by differential leveling
 DF0190.and adjusted by the National Geodetic Survey in June 1991..
 DF0190
 DF0190.The geoid height was determined by GEOID03.
 DF0190
 DF0190.The dynamic height is computed by dividing the NAVD 88
 DF0190.geopotential number by the normal gravity value computed on the
 DF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0190.degrees latitude (g = 980.6199 gals.).
 DF0190
 DF0190.The modeled gravity was interpolated from observed gravity values.
 DF0190
 DF0190;                    North         East    Units  Estimated Accuracy
 DF0190;SPC GA E     -   378,050.      187,810.      MT  (+/- 180 meters Scaled)
 DF0190
 DF0190                          SUPERSEDED SURVEY CONTROL
 DF0190
 DF0190  NGVD 29 (??/??/92)  162.447  (m)          532.96   (f) ADJ UNCH    1 2
 DF0190
 DF0190.Superseded values are not recommended for survey control.
 DF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0190.See file dsdata.txt to determine how the superseded data were derived.
 DF0190
 DF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS793974(NAD 83)
 DF0190_MARKER: DD = SURVEY DISK
 DF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0190_STAMPING: 13 C 21
 DF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0190+STABILITY: SURFACE MOTION
 DF0190
 DF0190  HISTORY     - Date     Condition        Report By
 DF0190  HISTORY     - UNK      MONUMENTED       GAGS
 DF0190  HISTORY     - 1962     GOOD             NGS
 DF0190
 DF0190                          STATION DESCRIPTION
 DF0190
 DF0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0190'1 MI E FROM HARLEM.
 DF0190'ABOUT 0.95 MILE EAST ALONG GEORGIA RAILROAD FROM THE STATION
 DF0190'AT HARLEM, 0.35 MILE EAST OF A GRADED ROAD CROSSING AND MILEPOST
 DF0190'24, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 40
 DF0190'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 78, 66 FEET
 DF0190'SOUTH AND ACROSS THE TRACK FROM TELEGRAPH POLE 6779, 1 1/2 FEET
 DF0190'BELOW THE TOP OF RAIL, SET IN THE TOP OF A CONCRETE POST 4 INCHES
 DF0190'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0185 ***********************************************************************
 DF0185  DESIGNATION -  13 C 23 ECC RM 3
 DF0185  PID         -  DF0185
 DF0185  STATE/COUNTY-  GA/COLUMBIA
 DF0185  USGS QUAD   -  HARLEM (1980)
 DF0185
 DF0185                         *CURRENT SURVEY CONTROL
 DF0185  ___________________________________________________________________
 DF0185* NAD 83(1986)-  33 25 02.     (N)    082 19 12.     (W)     SCALED    
 DF0185* NAVD 88     -       168.230  (meters)     551.93   (feet)  ADJUSTED  
 DF0185  ___________________________________________________________________
 DF0185  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF0185  DYNAMIC HT  -         168.051 (meters)     551.35  (feet)  COMP
 DF0185  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 DF0185
 DF0185  VERT ORDER  -  FIRST     CLASS II
 DF0185
 DF0185.The horizontal coordinates were scaled from a topographic map and have
 DF0185.an estimated accuracy of +/- 6 seconds.
 DF0185
 DF0185.The orthometric height was determined by differential leveling
 DF0185.and adjusted by the National Geodetic Survey in June 1991..
 DF0185
 DF0185.The geoid height was determined by GEOID03.
 DF0185
 DF0185.The dynamic height is computed by dividing the NAVD 88
 DF0185.geopotential number by the normal gravity value computed on the
 DF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0185.degrees latitude (g = 980.6199 gals.).
 DF0185
 DF0185.The modeled gravity was interpolated from observed gravity values.
 DF0185
 DF0185;                    North         East    Units  Estimated Accuracy
 DF0185;SPC GA E     -   378,880.      185,740.      MT  (+/- 180 meters Scaled)
 DF0185
 DF0185                          SUPERSEDED SURVEY CONTROL
 DF0185
 DF0185  NGVD 29 (??/??/??)  168.45   (m)          552.7    (f) RESET       3  
 DF0185
 DF0185.Superseded values are not recommended for survey control.
 DF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0185.See file dsdata.txt to determine how the superseded data were derived.
 DF0185
 DF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS772983(NAD 83)
 DF0185_MARKER: DR = REFERENCE MARK DISK
 DF0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0185_STAMPING: 13 C 23 ECC NO 3 1963
 DF0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0185+STABILITY: SURFACE MOTION
 DF0185
 DF0185  HISTORY     - Date     Condition        Report By
 DF0185  HISTORY     - 1963     MONUMENTED       CGS
 DF0185  HISTORY     - 1963     GOOD             NGS
 DF0185  HISTORY     - 1979     GOOD             NGS
 DF0185  HISTORY     - 1980     GOOD             GADT
 DF0185
 DF0185                          STATION DESCRIPTION
 DF0185
 DF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DF0185'0.5 MI W FROM HARLEM.
 DF0185'ABOUT 0.5 MILE W ALONG GEORGIA RAILROAD FROM THE CROSSING OF NO.
 DF0185'47 GEORGIA HWY. IN THE HEART OF HARLEM, 110-1/2 FEET W OF CENTER
 DF0185'LINE OF W. BOUNDARY ST. 18-FOOT ASPHALT PAVEMENT, 22 FEET S OF
 DF0185'S RAIL OF SINGLE TRACK, 1.9 FEET LOWER THAN TOP OF SAME, 2-1/2
 DF0185'FEET NW OF A FENCE CORNER, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 DF0185
 DF0185                          STATION RECOVERY (1979)
 DF0185
 DF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0185'RECOVERED IN GOOD CONDITION.
 DF0185
 DF0185                          STATION RECOVERY (1980)
 DF0185
 DF0185'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980
 DF0185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND U.S.
 DF0185'HIGHWAY 221 IN HARLEM, GO WEST ALONG U.S. HIGHWAY 78 FOR 0.7 KM (0.45
 DF0185'MI) TO THE JUNCTION OF N BOUNDARY STREET TO THE RIGHT AND THE STATION
 DF0185'ON THE RIGHT, 38.86 METERS (127.5 FT) NORTH FROM THE CENTERLINE OF
 DF0185'THE HIGHWAY, 6.76 METERS (22.2 FT) SOUTH FROM THE SOUTHERN MOST RAIL
 DF0185'OF THE ROAD TRACKS, 34.14 METERS (112 FT) WEST-NORTHWEST FROM THE
 DF0185'CENTERLINE OF W BOUNDARY STREET, AND 0.25 METER (0.8 FT) SOUTH FROM A
 DF0185'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0178 ***********************************************************************
 DF0178  DESIGNATION -  13 C 26 GAGS
 DF0178  PID         -  DF0178
 DF0178  STATE/COUNTY-  GA/MCDUFFIE
 DF0178  USGS QUAD   -  THOMSON EAST (1981)
 DF0178
 DF0178                         *CURRENT SURVEY CONTROL
 DF0178  ___________________________________________________________________
 DF0178* NAD 83(1986)-  33 24 46.     (N)    082 23 04.     (W)     SCALED    
 DF0178* NAVD 88     -       143.629  (meters)     471.22   (feet)  ADJUSTED  
 DF0178  ___________________________________________________________________
 DF0178  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF0178  DYNAMIC HT  -         143.476 (meters)     470.72  (feet)  COMP
 DF0178  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DF0178
 DF0178  VERT ORDER  -  FIRST     CLASS II
 DF0178
 DF0178.The horizontal coordinates were scaled from a topographic map and have
 DF0178.an estimated accuracy of +/- 6 seconds.
 DF0178
 DF0178.The orthometric height was determined by differential leveling
 DF0178.and adjusted by the National Geodetic Survey in June 1991..
 DF0178.WARNING-Repeat measurements at this control monument indicate possible
 DF0178.vertical movement.
 DF0178
 DF0178.The geoid height was determined by GEOID03.
 DF0178
 DF0178.The dynamic height is computed by dividing the NAVD 88
 DF0178.geopotential number by the normal gravity value computed on the
 DF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0178.degrees latitude (g = 980.6199 gals.).
 DF0178
 DF0178.The modeled gravity was interpolated from observed gravity values.
 DF0178
 DF0178;                    North         East    Units  Estimated Accuracy
 DF0178;SPC GA E     -   378,400.      179,750.      MT  (+/- 180 meters Scaled)
 DF0178
 DF0178                          SUPERSEDED SURVEY CONTROL
 DF0178
 DF0178  NGVD 29 (??/??/92)  143.850  (m)          471.95   (f) ADJ UNCH    1 2
 DF0178
 DF0178.Superseded values are not recommended for survey control.
 DF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0178.See file dsdata.txt to determine how the superseded data were derived.
 DF0178
 DF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS712979(NAD 83)
 DF0178_MARKER: DD = SURVEY DISK
 DF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0178_STAMPING: 13 C 26
 DF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0178+STABILITY: SURFACE MOTION
 DF0178
 DF0178  HISTORY     - Date     Condition        Report By
 DF0178  HISTORY     - UNK      MONUMENTED       GAGS
 DF0178  HISTORY     - 1962     GOOD             NGS
 DF0178  HISTORY     - 1979     GOOD             NGS
 DF0178
 DF0178                          STATION DESCRIPTION
 DF0178
 DF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0178'4.5 MI W FROM HARLEM.
 DF0178'ABOUT 4.35 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0178'AT HARLEM, THENCE 0.1 MILE SOUTH ALONG A BLACK TOP ROAD, THENCE
 DF0178'95 YARDS WEST ALONG U.S. HIGHWAY 78, NEAR THE CENTER LINE OF A
 DF0178'DIRT DRIVEWAY LEADING SOUTHWEST, 26 FEET SOUTH OF THE CENTER
 DF0178'LINE OF THE HIGHWAY, 67 1/2 FEET SOUTH OF AND ACROSS THE HIGHWAY
 DF0178'FROM THE DEARING SUPER MARKET, 36 FEET EAST OF THE NORTHEAST
 DF0178'CORNER OF A BRICK AND CONCRETE FENCE, 23 FEET EAST OF A POWER
 DF0178'LINE POLE, IN LINE WITH A ROW OF POLES, SET IN THE TOP OF A
 DF0178'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 DF0178'NOTE-- MARK APPEARS SOLID BUT IS IN A POOR LOCATION.
 DF0178
 DF0178                          STATION RECOVERY (1979)
 DF0178
 DF0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0328 ***********************************************************************
 DF0328  DESIGNATION -  13 C 50 GAGS
 DF0328  PID         -  DF0328
 DF0328  STATE/COUNTY-  GA/WARREN
 DF0328  USGS QUAD   -  WARRENTON (1987)
 DF0328
 DF0328                         *CURRENT SURVEY CONTROL
 DF0328  ___________________________________________________________________
 DF0328* NAD 83(1986)-  33 24 26.     (N)    082 39 25.     (W)     SCALED    
 DF0328* NAVD 88     -       159.860  (meters)     524.47   (feet)  ADJUSTED  
 DF0328  ___________________________________________________________________
 DF0328  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DF0328  DYNAMIC HT  -         159.690 (meters)     523.92  (feet)  COMP
 DF0328  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DF0328
 DF0328  VERT ORDER  -  FIRST     CLASS II
 DF0328
 DF0328.The horizontal coordinates were scaled from a topographic map and have
 DF0328.an estimated accuracy of +/- 6 seconds.
 DF0328
 DF0328.The orthometric height was determined by differential leveling
 DF0328.and adjusted by the National Geodetic Survey in June 1991..
 DF0328
 DF0328.The geoid height was determined by GEOID03.
 DF0328
 DF0328.The dynamic height is computed by dividing the NAVD 88
 DF0328.geopotential number by the normal gravity value computed on the
 DF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0328.degrees latitude (g = 980.6199 gals.).
 DF0328
 DF0328.The modeled gravity was interpolated from observed gravity values.
 DF0328
 DF0328;                    North         East    Units  Estimated Accuracy
 DF0328;SPC GA E     -   377,870.      154,400.      MT  (+/- 180 meters Scaled)
 DF0328
 DF0328                          SUPERSEDED SURVEY CONTROL
 DF0328
 DF0328  NGVD 29 (??/??/92)  160.048  (m)          525.09   (f) ADJ UNCH    1 2
 DF0328
 DF0328.Superseded values are not recommended for survey control.
 DF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0328.See file dsdata.txt to determine how the superseded data were derived.
 DF0328
 DF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS459976(NAD 83)
 DF0328_MARKER: DD = SURVEY DISK
 DF0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0328_SP_SET: CURB
 DF0328_STAMPING: 13 C 50
 DF0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0328
 DF0328  HISTORY     - Date     Condition        Report By
 DF0328  HISTORY     - UNK      MONUMENTED       GAGS
 DF0328  HISTORY     - 1962     GOOD             NGS
 DF0328  HISTORY     - 1976     GOOD             NGS
 DF0328  HISTORY     - 1979     GOOD             NGS
 DF0328
 DF0328                          STATION DESCRIPTION
 DF0328
 DF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0328'AT WARRENTON.
 DF0328'AT WARRENTON, ABOUT 0.3 MILE EAST ALONG MAIN STREET (US HIGHWAY 78)
 DF0328'FROM THE COURTHOUSE, AT THE INTERSECTION OF MAIN AND WHITEHEAD
 DF0328'STREETS, ON TOP OF THE ROUNDED CURB OF MAIN STREET, 19 FEET SOUTH
 DF0328'OF THE CENTER LINE OF MAIN STREET, 14 FEET WEST OF THE CENTER LINE
 DF0328'OF WHITEHEAD STREET, 2 FEET EAST OF A STREET MARKER AND LEVEL WITH
 DF0328'THE PAVEMENT.
 DF0328
 DF0328                          STATION RECOVERY (1976)
 DF0328
 DF0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0328'RECOVERED IN GOOD CONDITION.
 DF0328
 DF0328                          STATION RECOVERY (1979)
 DF0328
 DF0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0311 ***********************************************************************
 DF0311  DESIGNATION -  13 C 58
 DF0311  PID         -  DF0311
 DF0311  STATE/COUNTY-  GA/WARREN
 DF0311  USGS QUAD   -  JEWELL (1987)
 DF0311
 DF0311                         *CURRENT SURVEY CONTROL
 DF0311  ___________________________________________________________________
 DF0311* NAD 83(1986)-  33 21 29.     (N)    082 47 40.     (W)     SCALED    
 DF0311* NAVD 88     -       122.455  (meters)     401.75   (feet)  ADJUSTED  
 DF0311  ___________________________________________________________________
 DF0311  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DF0311  DYNAMIC HT  -         122.325 (meters)     401.33  (feet)  COMP
 DF0311  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DF0311
 DF0311  VERT ORDER  -  FIRST     CLASS II
 DF0311
 DF0311.The horizontal coordinates were scaled from a topographic map and have
 DF0311.an estimated accuracy of +/- 6 seconds.
 DF0311
 DF0311.The orthometric height was determined by differential leveling
 DF0311.and adjusted by the National Geodetic Survey in June 1991..
 DF0311
 DF0311.The geoid height was determined by GEOID03.
 DF0311
 DF0311.The dynamic height is computed by dividing the NAVD 88
 DF0311.geopotential number by the normal gravity value computed on the
 DF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0311.degrees latitude (g = 980.6199 gals.).
 DF0311
 DF0311.The modeled gravity was interpolated from observed gravity values.
 DF0311
 DF0311;                    North         East    Units  Estimated Accuracy
 DF0311;SPC GA E     -   372,490.      141,580.      MT  (+/- 180 meters Scaled)
 DF0311
 DF0311                          SUPERSEDED SURVEY CONTROL
 DF0311
 DF0311  NGVD 29 (??/??/92)  122.643  (m)          402.37   (f) ADJ UNCH    1 2
 DF0311
 DF0311.Superseded values are not recommended for survey control.
 DF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0311.See file dsdata.txt to determine how the superseded data were derived.
 DF0311
 DF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS330924(NAD 83)
 DF0311_MARKER: DD = SURVEY DISK
 DF0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0311_STAMPING: 13 C 58
 DF0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0311+STABILITY: SURFACE MOTION
 DF0311
 DF0311  HISTORY     - Date     Condition        Report By
 DF0311  HISTORY     - UNK      MONUMENTED       GAGS
 DF0311  HISTORY     - 1962     GOOD             NGS
 DF0311
 DF0311                          STATION DESCRIPTION
 DF0311
 DF0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0311'0.2 MI NE FROM MAYFIELD.
 DF0311'ABOUT 0.15 MILE NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0311'NORTHEAST END OF THE BRIDGE OVER THE OGEECHEE RIVER AT MAYFIELD,
 DF0311'0.45 MILE SOUTHWEST OF THE CROSSING OF A GRADED ROAD, 0.3 MILE
 DF0311'SOUTHWEST OF MILEPOST M 12, NEAR THE FIRST CURVE NORTHEAST OF THE
 DF0311'RIVER, 7 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 85 1/2
 DF0311'FEET NORTHEAST OF AND ACROSS THE TRACK FROM THE 5TH TELEGRAPH
 DF0311'POLE NORTHEAST OF THE NORTHEAST END OF THE BRIDGE OVER THE RIVER, 1
 DF0311'FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 DF0311'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0094 ***********************************************************************
 EE0094  DESIGNATION -  13 D 3
 EE0094  PID         -  EE0094
 EE0094  STATE/COUNTY-  GA/PICKENS
 EE0094  USGS QUAD   -  NELSON (1997)
 EE0094
 EE0094                         *CURRENT SURVEY CONTROL
 EE0094  ___________________________________________________________________
 EE0094* NAD 83(1986)-  34 25 26.     (N)    084 19 46.     (W)     SCALED    
 EE0094* NAVD 88     -       354.99   (+/-2cm)    1164.7    (feet)  VERTCON   
 EE0094  ___________________________________________________________________
 EE0094  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE0094
 EE0094  VERT ORDER  -  ? (See Below)
 EE0094
 EE0094.The horizontal coordinates were scaled from a topographic map and have
 EE0094.an estimated accuracy of +/- 6 seconds.
 EE0094
 EE0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0094.The vertical order pertains to the NGVD 29 superseded value.
 EE0094
 EE0094.The geoid height was determined by GEOID03.
 EE0094
 EE0094;                    North         East    Units  Estimated Accuracy
 EE0094;SPC GA W     -   490,530.      685,040.      MT  (+/- 180 meters Scaled)
 EE0094
 EE0094                          SUPERSEDED SURVEY CONTROL
 EE0094
 EE0094  NGVD 29 (??/??/92)  354.958  (m)         1164.56   (f) ADJ UNCH    ?  
 EE0094
 EE0094.Superseded values are not recommended for survey control.
 EE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0094.See file dsdata.txt to determine how the superseded data were derived.
 EE0094
 EE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD454123(NAD 83)
 EE0094_MARKER: DD = SURVEY DISK
 EE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0094_STAMPING: 13 D 3 1164.558
 EE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0094+STABILITY: SURFACE MOTION
 EE0094
 EE0094  HISTORY     - Date     Condition        Report By
 EE0094  HISTORY     - UNK      MONUMENTED       GAGS
 EE0094  HISTORY     - 1972     POOR             NGS
 EE0094  HISTORY     - 1978     GOOD             NGS
 EE0094
 EE0094                          STATION DESCRIPTION
 EE0094
 EE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0094'1.2 MI E FROM MARBLEHILL.
 EE0094'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 53 FROM THE POST OFFICE
 EE0094'AT MARBLEHILL, OR ABOUT 5.3 MILES EAST ALONG STATE HIGHWAY 53
 EE0094'FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 5 AT TATE, 100 YARDS
 EE0094'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER OF A
 EE0094'LARGE CONCRETE BLOCK BUILDING, 23 FEET SOUTHWEST OF THE CENTER
 EE0094'LINE OF THE HIGHWAY, ON THE TOP OF A BANK ON THE SOUTHWEST SIDE
 EE0094'AND NEAR THE CREST OF A HILL IN THE HIGHWAY, 6 1/2 FEET NORTHEAST
 EE0094'OF A FENCE, 122 1/2 FEET WEST OF A POWER POLE THAT BEARS A
 EE0094'TRANSFORMER, ABOUT 8 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP
 EE0094'OF A CONCRETE POST THAT PROJECTS 1.8 FEET ON THE NORTHEAST SIDE.
 EE0094'NOTE-- THE DIRT HAS BEEN GRADED AWAY FROM THE MARK ON THE
 EE0094'NORTHEAST SIDE UNTIL IT PROJECTS 1.8 FEET AND IT IS IN THE EDGE
 EE0094'OF A BANK.
 EE0094
 EE0094                          STATION RECOVERY (1978)
 EE0094
 EE0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EE0094'1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE POST OFFICE IN
 EE0094'MARBLEHILL, 0.55 MILE EAST OF BRIDGE OVER LONG SWAMP CREEK, ON
 EE0094'APPARENT CREST OF A RIDGE, ABOUT 10 YARDS EAST OF THE APPARENT CREST
 EE0094'OF THE HIGHWAY GRADE, ABOUT 200 YARDS SOUTHEAST OF A LARGE BUILDING,
 EE0094'23.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 53, 16.0 FEET EAST OF
 EE0094'A POWER LINE POLE AND 6.5 FEET NORTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0095 ***********************************************************************
 EE0095  DESIGNATION -  13 D 4
 EE0095  PID         -  EE0095
 EE0095  STATE/COUNTY-  GA/PICKENS
 EE0095  USGS QUAD   -  NELSON (1997)
 EE0095
 EE0095                         *CURRENT SURVEY CONTROL
 EE0095  ___________________________________________________________________
 EE0095* NAD 83(1986)-  34 25 01.     (N)    084 19 02.     (W)     SCALED    
 EE0095* NAVD 88     -       398.75   (+/-2cm)    1308.2    (feet)  VERTCON   
 EE0095  ___________________________________________________________________
 EE0095  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EE0095
 EE0095  VERT ORDER  -  ? (See Below)
 EE0095
 EE0095.The horizontal coordinates were scaled from a topographic map and have
 EE0095.an estimated accuracy of +/- 6 seconds.
 EE0095
 EE0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0095.The vertical order pertains to the NGVD 29 superseded value.
 EE0095
 EE0095.The geoid height was determined by GEOID03.
 EE0095
 EE0095;                    North         East    Units  Estimated Accuracy
 EE0095;SPC GA W     -   489,760.      686,160.      MT  (+/- 180 meters Scaled)
 EE0095
 EE0095                          SUPERSEDED SURVEY CONTROL
 EE0095
 EE0095  NGVD 29 (??/??/92)  398.718  (m)         1308.13   (f) ADJ UNCH    ?  
 EE0095
 EE0095.Superseded values are not recommended for survey control.
 EE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0095.See file dsdata.txt to determine how the superseded data were derived.
 EE0095
 EE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD465116(NAD 83)
 EE0095_MARKER: DD = SURVEY DISK
 EE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0095+STABILITY: SURFACE MOTION
 EE0095
 EE0095  HISTORY     - Date     Condition        Report By
 EE0095  HISTORY     - UNK      MONUMENTED       GAGS
 EE0095  HISTORY     - 1956     MARK NOT FOUND   NGS
 EE0095  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0095
 EE0095                          STATION DESCRIPTION
 EE0095
 EE0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EE0095'1.4 MI E FROM MARBLEHILL.
 EE0095'1.4 MILES EAST ALONG STATE HIGHWAY 53 FROM MARBLEHILL, PICKENS
 EE0095'COUNTY, 0.15 MILE WEST OF THE DUGROAD STORE, ABOUT 650 FEET
 EE0095'NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK STOVE-FLUE OF THE
 EE0095'JOHN RUDELL HOUSE, 10 FEET EAST OF THE END OF A GUARD FENCE, AND
 EE0095'15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 EE0095'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 EE0095'INCHES ABOVE GROUND.
 EE0095
 EE0095                          STATION RECOVERY (1972)
 EE0095
 EE0095'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0099 ***********************************************************************
 EE0099  DESIGNATION -  13 D 7
 EE0099  PID         -  EE0099
 EE0099  STATE/COUNTY-  GA/DAWSON
 EE0099  USGS QUAD   -  JUNO (1997)
 EE0099
 EE0099                         *CURRENT SURVEY CONTROL
 EE0099  ___________________________________________________________________
 EE0099* NAD 83(1986)-  34 25 37.     (N)    084 12 52.     (W)     SCALED    
 EE0099* NAVD 88     -       379.34   (+/-2cm)    1244.6    (feet)  VERTCON   
 EE0099  ___________________________________________________________________
 EE0099  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE0099
 EE0099  VERT ORDER  -  ? (See Below)
 EE0099
 EE0099.The horizontal coordinates were scaled from a topographic map and have
 EE0099.an estimated accuracy of +/- 6 seconds.
 EE0099
 EE0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0099.The vertical order pertains to the NGVD 29 superseded value.
 EE0099
 EE0099.The geoid height was determined by GEOID03.
 EE0099
 EE0099;                    North         East    Units  Estimated Accuracy
 EE0099;SPC GA W     -   490,860.      695,610.      MT  (+/- 180 meters Scaled)
 EE0099
 EE0099                          SUPERSEDED SURVEY CONTROL
 EE0099
 EE0099  NGVD 29 (??/??/92)  379.321  (m)         1244.49   (f) ADJ UNCH    ?  
 EE0099
 EE0099.Superseded values are not recommended for survey control.
 EE0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0099.See file dsdata.txt to determine how the superseded data were derived.
 EE0099
 EE0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD559130(NAD 83)
 EE0099_MARKER: DD = SURVEY DISK
 EE0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0099+STABILITY: SURFACE MOTION
 EE0099
 EE0099  HISTORY     - Date     Condition        Report By
 EE0099  HISTORY     - UNK      MONUMENTED       GAGS
 EE0099  HISTORY     - 1956     MARK NOT FOUND   NGS
 EE0099
 EE0099                          STATION DESCRIPTION
 EE0099
 EE0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EE0099'6.5 MI W FROM DAWSONVILLE.
 EE0099'IN DAWSON COUNTY, 7.9 MILES EAST ALONG STATE HIGHWAY 53 FROM
 EE0099'MARBLEHILL, PICKENS COUNTY, ABOUT 300 FEET NORTH OF THE NORTH
 EE0099'END OF A BRIDGE, 55 FEET NORTH OF THE EDGE OF THE PAVING, AND 20
 EE0099'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 EE0099'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1067 ***********************************************************************
 DF1067  DESIGNATION -  13 DOP USGS
 DF1067  PID         -  DF1067
 DF1067  STATE/COUNTY-  GA/HANCOCK
 DF1067  USGS QUAD   -  DEVEREUX (1972)
 DF1067
 DF1067                         *CURRENT SURVEY CONTROL
 DF1067  ___________________________________________________________________
 DF1067* NAD 83(1986)-  33 11 35.     (N)    083 04 41.     (W)     SCALED    
 DF1067* NAVD 88     -       179.455  (meters)     588.76   (feet)  ADJUSTED  
 DF1067  ___________________________________________________________________
 DF1067  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF1067  DYNAMIC HT  -         179.263 (meters)     588.13  (feet)  COMP
 DF1067  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DF1067
 DF1067  VERT ORDER  -  FIRST     CLASS II
 DF1067
 DF1067.The horizontal coordinates were scaled from a topographic map and have
 DF1067.an estimated accuracy of +/- 6 seconds.
 DF1067
 DF1067.The orthometric height was determined by differential leveling
 DF1067.and adjusted by the National Geodetic Survey in June 1991..
 DF1067
 DF1067.The geoid height was determined by GEOID03.
 DF1067
 DF1067.The dynamic height is computed by dividing the NAVD 88
 DF1067.geopotential number by the normal gravity value computed on the
 DF1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1067.degrees latitude (g = 980.6199 gals.).
 DF1067
 DF1067.The modeled gravity was interpolated from observed gravity values.
 DF1067
 DF1067;                    North         East    Units  Estimated Accuracy
 DF1067;SPC GA E     -   354,380.      115,020.      MT  (+/- 180 meters Scaled)
 DF1067
 DF1067                          SUPERSEDED SURVEY CONTROL
 DF1067
 DF1067.No superseded survey control is available for this station.
 DF1067
 DF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS062746(NAD 83)
 DF1067_MARKER: DD = SURVEY DISK
 DF1067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF1067_SP_SET: CULVERT
 DF1067_STAMPING: 13 DOP 1972 589 FT.
 DF1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1067
 DF1067  HISTORY     - Date     Condition        Report By
 DF1067  HISTORY     - 1972     MONUMENTED       USGS
 DF1067  HISTORY     - 1979     GOOD             NGS
 DF1067
 DF1067                          STATION DESCRIPTION
 DF1067
 DF1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1067'14.8 MI NE FROM MILLEDGEVILLE.
 DF1067'14.8 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 DF1067'MILLEDGEVILLE TO THE MARK ON THE RIGHT, SET IN TOP OF THE NORTH END
 DF1067'OF EAST CONCRETE CULVERT UNDER HIGHWAY, AT A MAJOR POWERLINE CROSSING,
 DF1067'96 FEET NORTH OF THE ENTRANCE TO A POWER COMPANY SUBSTATION, 18.5
 DF1067'FEET EAST OF THE CENTERLINE OF HIGHWAY.
 DF1067'THE MARK IS 1 FT  S FROM A WITNESS POST.
 DF1067'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0289 ***********************************************************************
 CM0289  DESIGNATION -  13 E 24
 CM0289  PID         -  CM0289
 CM0289  STATE/COUNTY-  GA/STEWART
 CM0289  USGS QUAD   -  RICHLAND (1981)
 CM0289
 CM0289                         *CURRENT SURVEY CONTROL
 CM0289  ___________________________________________________________________
 CM0289* NAD 83(1986)-  32 05 22.     (N)    084 39 56.     (W)     SCALED    
 CM0289* NAVD 88     -       177.611  (meters)     582.71   (feet)  ADJUSTED  
 CM0289  ___________________________________________________________________
 CM0289  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CM0289  DYNAMIC HT  -         177.405 (meters)     582.04  (feet)  COMP
 CM0289  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CM0289
 CM0289  VERT ORDER  -  FIRST     CLASS I
 CM0289
 CM0289.The horizontal coordinates were scaled from a topographic map and have
 CM0289.an estimated accuracy of +/- 6 seconds.
 CM0289
 CM0289.The orthometric height was determined by differential leveling
 CM0289.and adjusted by the National Geodetic Survey in June 1991..
 CM0289
 CM0289.The geoid height was determined by GEOID03.
 CM0289
 CM0289.The dynamic height is computed by dividing the NAVD 88
 CM0289.geopotential number by the normal gravity value computed on the
 CM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0289.degrees latitude (g = 980.6199 gals.).
 CM0289
 CM0289.The modeled gravity was interpolated from observed gravity values.
 CM0289
 CM0289;                    North         East    Units  Estimated Accuracy
 CM0289;SPC GA W     -   231,740.      652,910.      MT  (+/- 180 meters Scaled)
 CM0289
 CM0289                          SUPERSEDED SURVEY CONTROL
 CM0289
 CM0289  NGVD 29 (??/??/92)  177.65   (m)          582.8    (f) COMPUTED    1 1
 CM0289
 CM0289.Superseded values are not recommended for survey control.
 CM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0289.See file dsdata.txt to determine how the superseded data were derived.
 CM0289
 CM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA203527(NAD 83)
 CM0289_MARKER: DD = SURVEY DISK
 CM0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0289_STAMPING: 13 E 24
 CM0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0289+STABILITY: SURFACE MOTION
 CM0289
 CM0289  HISTORY     - Date     Condition        Report By
 CM0289  HISTORY     - UNK      MONUMENTED       GAGS
 CM0289  HISTORY     - 1957     GOOD             NGS
 CM0289  HISTORY     - 1974     GOOD             NGS
 CM0289
 CM0289                          STATION DESCRIPTION
 CM0289
 CM0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CM0289'AT RICHLAND.
 CM0289'AT RICHLAND, NEAR THE UNION STATION, NEAR THE INTERSECTION OF
 CM0289'NORTH-SOUTH RAILROAD AND EAST-WEST RAILROAD, 34.7 FEET
 CM0289'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE TRACKS, 14
 CM0289'FEET EAST OF THE EAST RAIL OF THE NORTH-SOUTH TRACK, 31.7 FEET SOUTH
 CM0289'OF THE SOUTH RAIL OF THE EAST-WEST TRACK, 136 1/2 FEET SOUTHWEST
 CM0289'OF THE SOUTH-SOUTHEAST CORNER OF THE UNION STATION, 19 1/2 FEET
 CM0289'WEST-NORTHWEST OF THE WEST-NORTHWEST EDGE OF THE TOP OF A
 CM0289'CIRCULAR CONCRETE WALL, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 CM0289'POST, 1 FOOT BELOW THE TOP OF RAIL AND SET IN THE TOP OF A
 CM0289'CONCRETE POST FLUSH WITH THE GROUND.
 CM0289
 CM0289                          STATION RECOVERY (1974)
 CM0289
 CM0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CM0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0969 ***********************************************************************
 DE0969  DESIGNATION -  13 R 17
 DE0969  PID         -  DE0969
 DE0969  STATE/COUNTY-  GA/RICHMOND
 DE0969  USGS QUAD   -  MECHANIC HILL (1981)
 DE0969
 DE0969                         *CURRENT SURVEY CONTROL
 DE0969  ___________________________________________________________________
 DE0969* NAD 83(1986)-  33 16 41.     (N)    081 57 28.     (W)     SCALED    
 DE0969* NAVD 88     -        85.566  (meters)     280.73   (feet)  ADJUSTED  
 DE0969  ___________________________________________________________________
 DE0969  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DE0969  DYNAMIC HT  -          85.473 (meters)     280.42  (feet)  COMP
 DE0969  MODELED GRAV-     979,549.1   (mgal)                       NAVD 88
 DE0969
 DE0969  VERT ORDER  -  FIRST     CLASS II
 DE0969
 DE0969.The horizontal coordinates were scaled from a topographic map and have
 DE0969.an estimated accuracy of +/- 6 seconds.
 DE0969
 DE0969.The orthometric height was determined by differential leveling
 DE0969.and adjusted by the National Geodetic Survey in June 1991..
 DE0969
 DE0969.The geoid height was determined by GEOID03.
 DE0969
 DE0969.The dynamic height is computed by dividing the NAVD 88
 DE0969.geopotential number by the normal gravity value computed on the
 DE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0969.degrees latitude (g = 980.6199 gals.).
 DE0969
 DE0969.The modeled gravity was interpolated from observed gravity values.
 DE0969
 DE0969;                    North         East    Units  Estimated Accuracy
 DE0969;SPC GA E     -   363,460.      219,460.      MT  (+/- 180 meters Scaled)
 DE0969
 DE0969                          SUPERSEDED SURVEY CONTROL
 DE0969
 DE0969  NGVD 29 (??/??/92)   85.797  (m)          281.49   (f) ADJ UNCH    1 2
 DE0969
 DE0969.Superseded values are not recommended for survey control.
 DE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0969.See file dsdata.txt to determine how the superseded data were derived.
 DE0969
 DE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS108825(NAD 83)
 DE0969_MARKER: DD = SURVEY DISK
 DE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0969_STAMPING: 13 R 17
 DE0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0969+STABILITY: SURFACE MOTION
 DE0969
 DE0969  HISTORY     - Date     Condition        Report By
 DE0969  HISTORY     - UNK      MONUMENTED       GAGS
 DE0969  HISTORY     - 1960     GOOD             NGS
 DE0969
 DE0969                          STATION DESCRIPTION
 DE0969
 DE0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0969'2.4 MI N FROM MC BEAN.
 DE0969'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 56 FROM THE CROSSING
 DE0969'OF THE CENTRAL OF GEORGIA RAILWAY AT MC BEAN, 0.85 MILE NORTH
 DE0969'OF CONCRETE HIGHWAY BRIDGE OVER LITTLE MC BEAN CREEK, 46 FEET WEST
 DE0969'OF THE CENTER LINE OF HIGHWAY, 10 1/2 FEET SOUTH OF THE SOUTH
 DE0969'DRIVE LEADING TO CORINTHIAN CHURCH, 82 1/2 FEET SOUTHEAST OF
 DE0969'THE SOUTHEAST CORNER OF RED BRICK FOUNDATION FOR WOODEN CHURCH
 DE0969'BUILDING, 34 FEET NORTHWEST OF TELEPHONE POLE 653, 24 1/2 FEET
 DE0969'WEST OF THE SOUTH END OF 15-INCH PIPE CULVERT UNDER THE SOUTH
 DE0969'DRIVE TO CHURCH, 5 FEET EAST OF A 30-INCH PINE TREE, ABOUT 1/2
 DE0969'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 DE0969'POST ENCASED WITH 6-INCH STOVE PIPE, AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0951 ***********************************************************************
 DE0951  DESIGNATION -  13 R 8
 DE0951  PID         -  DE0951
 DE0951  STATE/COUNTY-  GA/RICHMOND
 DE0951  USGS QUAD   -  MECHANIC HILL (1981)
 DE0951
 DE0951                         *CURRENT SURVEY CONTROL
 DE0951  ___________________________________________________________________
 DE0951* NAD 83(1986)-  33 21 49.     (N)    081 58 19.     (W)     SCALED    
 DE0951* NAVD 88     -        40.444  (meters)     132.69   (feet)  ADJUSTED  
 DE0951  ___________________________________________________________________
 DE0951  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DE0951  DYNAMIC HT  -          40.401 (meters)     132.55  (feet)  COMP
 DE0951  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DE0951
 DE0951  VERT ORDER  -  SECOND    CLASS 0
 DE0951
 DE0951.The horizontal coordinates were scaled from a topographic map and have
 DE0951.an estimated accuracy of +/- 6 seconds.
 DE0951
 DE0951.The orthometric height was determined by differential leveling
 DE0951.and adjusted by the National Geodetic Survey in June 1991..
 DE0951
 DE0951.The geoid height was determined by GEOID03.
 DE0951
 DE0951.The dynamic height is computed by dividing the NAVD 88
 DE0951.geopotential number by the normal gravity value computed on the
 DE0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0951.degrees latitude (g = 980.6199 gals.).
 DE0951
 DE0951.The modeled gravity was interpolated from observed gravity values.
 DE0951
 DE0951;                    North         East    Units  Estimated Accuracy
 DE0951;SPC GA E     -   372,940.      218,120.      MT  (+/- 180 meters Scaled)
 DE0951
 DE0951                          SUPERSEDED SURVEY CONTROL
 DE0951
 DE0951  NGVD 29 (??/??/92)   40.68   (m)          133.5    (f) COMPUTED    2 0
 DE0951
 DE0951.Superseded values are not recommended for survey control.
 DE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0951.See file dsdata.txt to determine how the superseded data were derived.
 DE0951
 DE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS095920(NAD 83)
 DE0951_MARKER: Z = SEE DESCRIPTION
 DE0951_SETTING: 0 = UNSPECIFIED SETTING
 DE0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0951
 DE0951  HISTORY     - Date     Condition        Report By
 DE0951  HISTORY     - UNK      MONUMENTED       GAGS
 DE0951  HISTORY     - 1957     SEE DESCRIPTION  NGS
 DE0951
 DE0951                          STATION DESCRIPTION
 DE0951
 DE0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DE0951'7.8 MI S FROM AUGUSTA.
 DE0951'7.8 MILES SOUTH ALONG NEW SAVANNAH ROAD FROM THE JUNCTION OF
 DE0951'U.S. HIGHWAY 1 AND GEORGIA STATE HIGHWAY 21 NEAR AUGUSTA, THENCE
 DE0951'0.3 MILE WEST ALONG A SIDE ROAD TO A CENTRAL OF GEORGIA RAILROAD
 DE0951'STATION.  89 FEET SOUTH OF MILEPOST S 124, 83.7 FEET WEST OF
 DE0951'RAILROAD R/W POST (VERTICAL RAIL) 54.3 FEET NORTHWEST OF CONCRETE
 DE0951'HIGHWAY R/W MARKER VG 1C-10, 1C-11. 14 FEET NORTHWEST OF THE
 DE0951'INTERSECTION OF TRACK AND SIDE ROAD, 4.85 FEET WEST OF WEST
 DE0951'RAIL.  NOT LEVELED TO IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0684 ***********************************************************************
 BE0684  DESIGNATION -  13 SKS USGS
 BE0684  PID         -  BE0684
 BE0684  STATE/COUNTY-  GA/DECATUR
 BE0684  USGS QUAD   -  HAVANA NORTH (1982)
 BE0684
 BE0684                         *CURRENT SURVEY CONTROL
 BE0684  ___________________________________________________________________
 BE0684* NAD 83(1986)-  30 44 57.     (N)    084 29 14.     (W)     SCALED    
 BE0684* NAVD 88     -        94.334  (meters)     309.49   (feet)  ADJUSTED  
 BE0684  ___________________________________________________________________
 BE0684  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE0684  DYNAMIC HT  -          94.213 (meters)     309.10  (feet)  COMP
 BE0684  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BE0684
 BE0684  VERT ORDER  -  FIRST     CLASS I
 BE0684
 BE0684.The horizontal coordinates were scaled from a topographic map and have
 BE0684.an estimated accuracy of +/- 6 seconds.
 BE0684
 BE0684.The orthometric height was determined by differential leveling
 BE0684.and adjusted by the National Geodetic Survey in June 1991..
 BE0684
 BE0684.The geoid height was determined by GEOID03.
 BE0684
 BE0684.The dynamic height is computed by dividing the NAVD 88
 BE0684.geopotential number by the normal gravity value computed on the
 BE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0684.degrees latitude (g = 980.6199 gals.).
 BE0684
 BE0684.The modeled gravity was interpolated from observed gravity values.
 BE0684
 BE0684;                    North         East    Units  Estimated Accuracy
 BE0684;SPC GA W     -    83,090.      669,310.      MT  (+/- 180 meters Scaled)
 BE0684
 BE0684                          SUPERSEDED SURVEY CONTROL
 BE0684
 BE0684  NGVD 29 (??/??/92)   94.459  (m)          309.90   (f) ADJ UNCH    1 1
 BE0684
 BE0684.Superseded values are not recommended for survey control.
 BE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0684.See file dsdata.txt to determine how the superseded data were derived.
 BE0684
 BE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV405045(NAD 83)
 BE0684_MARKER: DB = BENCH MARK DISK
 BE0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0684_STAMPING: 310 13 SKS 1952
 BE0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0684+STABILITY: SURFACE MOTION
 BE0684
 BE0684  HISTORY     - Date     Condition        Report By
 BE0684  HISTORY     - 1952     MONUMENTED       USGS
 BE0684  HISTORY     - 1958     GOOD             NGS
 BE0684  HISTORY     - 1973     GOOD             NGS
 BE0684
 BE0684                          STATION DESCRIPTION
 BE0684
 BE0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0684'AT ATTAPULGUS.
 BE0684'AT THE JUNCTION OF U.S. HIGHWAY 27 AND A BLACK TOP ROAD LEADING
 BE0684'WEST TO THE SEABOARD AIR LINE RAILROAD STATION, 0.1 MILE WEST
 BE0684'OF THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 241, 31
 BE0684'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 27, 22 1/2 FEET
 BE0684'NORTH OF THE CENTER LINE OF BLACK TOP ROAD LEADING WEST, 1 1/2
 BE0684'FEET WEST-SOUTHWEST OF A HISTORICAL MARKER FULLERS EARTH, ABOUT
 BE0684'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A USGS DISK SET IN THE
 BE0684'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0684
 BE0684                          STATION RECOVERY (1973)
 BE0684
 BE0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2404 ***********************************************************************
 DE2404  DESIGNATION -  13 WHC
 DE2404  PID         -  DE2404
 DE2404  STATE/COUNTY-  GA/BURKE
 DE2404  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2404
 DE2404                         *CURRENT SURVEY CONTROL
 DE2404  ___________________________________________________________________
 DE2404* NAD 83(1986)-  33 08 42.     (N)    081 49 36.     (W)     SCALED    
 DE2404* NAVD 88     -        84.738  (meters)     278.01   (feet)  ADJUSTED  
 DE2404  ___________________________________________________________________
 DE2404  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE2404  DYNAMIC HT  -          84.644 (meters)     277.70  (feet)  COMP
 DE2404  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 DE2404
 DE2404  VERT ORDER  -  FIRST     CLASS II
 DE2404
 DE2404.The horizontal coordinates were scaled from a topographic map and have
 DE2404.an estimated accuracy of +/- 6 seconds.
 DE2404
 DE2404.The orthometric height was determined by differential leveling
 DE2404.and adjusted by the National Geodetic Survey in June 1991..
 DE2404
 DE2404.The geoid height was determined by GEOID03.
 DE2404
 DE2404.The dynamic height is computed by dividing the NAVD 88
 DE2404.geopotential number by the normal gravity value computed on the
 DE2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE2404.degrees latitude (g = 980.6199 gals.).
 DE2404
 DE2404.The modeled gravity was interpolated from observed gravity values.
 DE2404
 DE2404;                    North         East    Units  Estimated Accuracy
 DE2404;SPC GA E     -   348,730.      231,720.      MT  (+/- 180 meters Scaled)
 DE2404
 DE2404                          SUPERSEDED SURVEY CONTROL
 DE2404
 DE2404.No superseded survey control is available for this station.
 DE2404
 DE2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS229676(NAD 83)
 DE2404_MARKER: DB = BENCH MARK DISK
 DE2404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE2404_SP_SET: PORCH STEPS
 DE2404_STAMPING: 13 WHC 1961 279
 DE2404_MARK LOGO: USGS  
 DE2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE2404
 DE2404  HISTORY     - Date     Condition        Report By
 DE2404  HISTORY     - 1961     MONUMENTED       USGS
 DE2404  HISTORY     - 1983     GOOD             GAPC
 DE2404
 DE2404                          STATION DESCRIPTION
 DE2404
 DE2404'DESCRIBED BY GEORGIA POWER COMPANY 1983
 DE2404'14.25 MI ENE FROM WAYNESBORO.
 DE2404'4.25 MI NORTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 DE2404'WAYNESBORO TO THE JUNCTION OF STATE HIGHWAY 80 LEADING EAST (RIGHT).
 DE2404'THENCE ABOUT 3.95 MI EAST ALONG STATE HIGHWAY 80 TO THE CROSSROADS AT
 DE2404'STATE HIGHWAY 23 RUNNING NORTHWEST AND SOUTHEAST, THENCE ABOUT 3.2 MI
 DE2404'SOUTHEAST (RIGHT) ALONG STATE HIGHWAY 23 TO THE JUNCTION AT THE OLD
 DE2404'GREGGS STORE OF HANCOCK LANDING ROAD LEADING NORTHEAST AND A PAVED
 DE2404'COUNTY MAINTAINED ROAD LEADING SOUTHWEST, THENCE ABOUT 2.85 MI
 DE2404'NORTHEAST (LEFT) ALONG HANCOCK LANDING ROAD, ABOUT 0.5 MI NORTHEAST
 DE2404'OF THE CROSSING OF THE GEORGIA POWER COMPANY RAILWAY SPUR TO VOGTLE
 DE2404'ELECTRIC GENERATING PLANT, 163 FT NORTHWEST OF THE CENTER LINE OF THE
 DE2404'ROAD, ON THE LOWEST BRICK STEP TO THE FRONT PORCH OF A SMALL
 DE2404'SINGLE-STORY FRAME HOUSE WITH ALUMINUM SIDING, AND 2.5 FT SOUTHEAST
 DE2404'OF THE PORCH.
 DE2404'THE MARK IS 1.7 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0958 ***********************************************************************
 DE0958  DESIGNATION -  132
 DE0958  PID         -  DE0958
 DE0958  STATE/COUNTY-  GA/RICHMOND
 DE0958  USGS QUAD   -  MECHANIC HILL (1981)
 DE0958
 DE0958                         *CURRENT SURVEY CONTROL
 DE0958  ___________________________________________________________________
 DE0958* NAD 83(1986)-  33 20 51.     (N)    081 57 44.     (W)     SCALED    
 DE0958* NAVD 88     -        40.127  (meters)     131.65   (feet)  ADJUSTED  
 DE0958  ___________________________________________________________________
 DE0958  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE0958  DYNAMIC HT  -          40.084 (meters)     131.51  (feet)  COMP
 DE0958  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DE0958
 DE0958  VERT ORDER  -  FIRST     CLASS II
 DE0958
 DE0958.The horizontal coordinates were scaled from a topographic map and have
 DE0958.an estimated accuracy of +/- 6 seconds.
 DE0958
 DE0958.The orthometric height was determined by differential leveling
 DE0958.and adjusted by the National Geodetic Survey in June 1991..
 DE0958
 DE0958.The geoid height was determined by GEOID03.
 DE0958
 DE0958.The dynamic height is computed by dividing the NAVD 88
 DE0958.geopotential number by the normal gravity value computed on the
 DE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0958.degrees latitude (g = 980.6199 gals.).
 DE0958
 DE0958.The modeled gravity was interpolated from observed gravity values.
 DE0958
 DE0958;                    North         East    Units  Estimated Accuracy
 DE0958;SPC GA E     -   371,160.      219,030.      MT  (+/- 180 meters Scaled)
 DE0958
 DE0958                          SUPERSEDED SURVEY CONTROL
 DE0958
 DE0958  NGVD 29 (??/??/92)   40.362  (m)          132.42   (f) ADJ UNCH    1 2
 DE0958
 DE0958.Superseded values are not recommended for survey control.
 DE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0958.See file dsdata.txt to determine how the superseded data were derived.
 DE0958
 DE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS104902(NAD 83)
 DE0958_MARKER: P = PIPE CAP
 DE0958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0958_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0958_STAMPING: 132.385 132 1918
 DE0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0958
 DE0958  HISTORY     - Date     Condition        Report By
 DE0958  HISTORY     - 1918     MONUMENTED       USGS
 DE0958  HISTORY     - 1960     GOOD             NGS
 DE0958
 DE0958                          STATION DESCRIPTION
 DE0958
 DE0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0958'0.8 MI NW FROM NIXON.
 DE0958'ABOUT 0.85 MILE NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DE0958'THE CROSSING OF A DIRT ROAD AT NIXON, 0.4 MILE NORTHWEST OF THE
 DE0958'CROSSING OF A DIRT ROAD AND THE JUNCTION OF ALLEN ROAD LEADING
 DE0958'WEST TO STATE HIGHWAY 56, 0.25 MILE SOUTHEAST OF MILEPOST S 123,
 DE0958'27 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16 FEET NORTHWEST OF
 DE0958'MILEAGE POLE 122+25, 48 FEET WEST OF THE CENTER OF AN ABANDONED
 DE0958'DIRT ROAD CROSSING, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 DE0958'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0436 ***********************************************************************
 DG0436  DESIGNATION -  135 C OF A
 DG0436  PID         -  DG0436
 DG0436  STATE/COUNTY-  GA/DE KALB
 DG0436  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0436
 DG0436                         *CURRENT SURVEY CONTROL
 DG0436  ___________________________________________________________________
 DG0436* NAD 83(1986)-  33 47 29.     (N)    084 15 53.     (W)     SCALED    
 DG0436* NAVD 88     -       318.597  (meters)    1045.26   (feet)  ADJUSTED  
 DG0436  ___________________________________________________________________
 DG0436  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0436  DYNAMIC HT  -         318.245 (meters)    1044.11  (feet)  COMP
 DG0436  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DG0436
 DG0436  VERT ORDER  -  SECOND    CLASS 0
 DG0436
 DG0436.The horizontal coordinates were scaled from a topographic map and have
 DG0436.an estimated accuracy of +/- 6 seconds.
 DG0436
 DG0436.The orthometric height was determined by differential leveling
 DG0436.and adjusted by the National Geodetic Survey in June 1991..
 DG0436
 DG0436.The geoid height was determined by GEOID03.
 DG0436
 DG0436.The dynamic height is computed by dividing the NAVD 88
 DG0436.geopotential number by the normal gravity value computed on the
 DG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0436.degrees latitude (g = 980.6199 gals.).
 DG0436
 DG0436.The modeled gravity was interpolated from observed gravity values.
 DG0436
 DG0436;                    North         East    Units  Estimated Accuracy
 DG0436;SPC GA W     -   420,370.      690,920.      MT  (+/- 180 meters Scaled)
 DG0436
 DG0436                          SUPERSEDED SURVEY CONTROL
 DG0436
 DG0436  NGVD 29 (??/??/92)  318.528  (m)         1045.04   (f) ADJ UNCH    2 0
 DG0436
 DG0436.Superseded values are not recommended for survey control.
 DG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0436.See file dsdata.txt to determine how the superseded data were derived.
 DG0436
 DG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC532423(NAD 83)
 DG0436_MARKER: DD = SURVEY DISK
 DG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0436_STAMPING: 135 1927 1045.037
 DG0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0436+STABILITY: SURFACE MOTION
 DG0436
 DG0436  HISTORY     - Date     Condition        Report By
 DG0436  HISTORY     - 1927     MONUMENTED       GA0280
 DG0436  HISTORY     - 1953     GOOD             NGS
 DG0436  HISTORY     - 1969     MARK NOT FOUND   NGS
 DG0436  HISTORY     - 19940609 GOOD             NGS
 DG0436
 DG0436                          STATION DESCRIPTION
 DG0436
 DG0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0436'AT SCOTTDALE.
 DG0436'THE MARK IS LOCATED ABOUT 0.15 MILE NORTHEAST OF THE STATION IN
 DG0436'SCOTTDALE ALONG THE GEORGIA RAILROAD, ON STONE MOUNTAIN ROAD
 DG0436'BETWEEN DECATUR AND HEMPSTEAD STREETS.  IT IS 58 PACES WEST OF THE
 DG0436'WEST CURB OF DECATUR ST. 38 PACES EAST OF THE EAST CURB OF
 DG0436'HEMPSTEAD ST. AND 1.5 FEET SOUTH OF THE SOUTH CURB OF STONE
 DG0436'MOUNTAIN ROAD.  IT IS A CITY OF ATLANTA STANDARD DISK SET IN THE
 DG0436'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE RAILROAD
 DG0436'STATION HAS BEEN MOVED 1 BLOCK SOUTHWEST.
 DG0436
 DG0436                          STATION RECOVERY (1969)
 DG0436
 DG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DG0436'MARK NOT FOUND.
 DG0436
 DG0436                          STATION RECOVERY (1994)
 DG0436
 DG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DG0436'MARK IS IN SCOTTDALE, ACROSS FROM THE POST OFFICE AND IN FRONT OF A
 DG0436'LONG 1-STORY FRAME BUILDING USED AS A TIRE STORE, 0.15 MILE (0.24 KM)
 DG0436'SOUTH ALONG EAST PONCE DE LEON AVENUE FROM NORTH DECATUR RD, IN R/W.
 DG0436'PONCE DE LEON RUNS N-S HERE FOR ABOUT A MILE.  MARK IS 183 FT (55.8 M)
 DG0436'SOUTH OF SOUTH CURB EXTENDED OF DECATUR AVE, 106 FT (32.3 M) NORTH OF
 DG0436'NORTH CURB EXTENDED OF EXCHANGE AVE, 29 FT (8.8 M) NORTH OF NORTH LINE
 DG0436'EXTENDED OF POST OFFICE, 20.5 FT (6.2 M) WEST OF WEST FACE OF FRAME
 DG0436'BUILDING, 14 FT (4.3 M) EAST OF CENTER OF TWO-LANE AVENUE, 9.5 FT (2.9
 DG0436'M) NW OF POLE, 5.5 FT (1.7 M) NW AND 3.5 FT (1.1 M) NORTH OF NE AND NW
 DG0436'CORNERS OF CONCRETE BASE OF PAY PHONE, 1.5 FT (0.5 M) EAST OF FACE OF
 DG0436'EAST CURB, 0.4 FT (12.2 CM) BELOW BROKEN ASPHALT PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1748 ***********************************************************************
 CL1748  DESIGNATION -  135 FAR
 CL1748  PID         -  CL1748
 CL1748  STATE/COUNTY-  GA/JENKINS
 CL1748  USGS QUAD   -  GARFIELD (1971)
 CL1748
 CL1748                         *CURRENT SURVEY CONTROL
 CL1748  ___________________________________________________________________
 CL1748* NAD 83(1994)-  32 44 04.62565(N)    082 04 41.87587(W)     ADJUSTED  
 CL1748* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 CL1748  ___________________________________________________________________
 CL1748  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CL1748  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CL1748
 CL1748  HORZ ORDER  -  SECOND
 CL1748  VERT ORDER  -  THIRD ? (See Below)
 CL1748
 CL1748.The horizontal coordinates were established by classical geodetic methods
 CL1748.and adjusted by the National Geodetic Survey in September 1997..
 CL1748
 CL1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1748.The vertical order pertains to the NGVD 29 superseded value.
 CL1748
 CL1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1748
 CL1748.The geoid height was determined by GEOID03.
 CL1748
 CL1748;                    North         East     Units Scale Factor Converg.
 CL1748;SPC GA E     -   303,176.384   208,282.064   MT  0.99990085   +0 02 52.0
 CL1748;SPC GA E     -   994,671.19    683,338.74   sFT  0.99990085   +0 02 52.0
 CL1748;UTM  17      - 3,622,381.457   398,966.842   MT  0.99972587   -0 34 59.3
 CL1748
 CL1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1748!SPC GA E     -   0.99999086  x   0.99990085  =   0.99989171
 CL1748!UTM  17      -   0.99999086  x   0.99972587  =   0.99971673
 CL1748
 CL1748                          SUPERSEDED SURVEY CONTROL
 CL1748
 CL1748  NAD 83(1986)-  32 44 04.62863(N)    082 04 41.87104(W) AD(       ) 2
 CL1748  NAD 27      -  32 44 04.05945(N)    082 04 42.44074(W) AD(       ) 2
 CL1748  NGVD 29 (07/19/86)   88.0    (m)          289.     (f) LEVELING    3  
 CL1748
 CL1748.Superseded values are not recommended for survey control.
 CL1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1748.See file dsdata.txt to determine how the superseded data were derived.
 CL1748
 CL1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9896722381(NAD 83)
 CL1748_MARKER: DD = SURVEY DISK
 CL1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1748
 CL1748  HISTORY     - Date     Condition        Report By
 CL1748  HISTORY     - 1970     MONUMENTED       USGS
 CL1748
 CL1748                          STATION DESCRIPTION
 CL1748
 CL1748'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WRN)
 CL1748'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES NORTH OF GARFIELD,
 CL1748'6-3/4 MILES NORTHEAST OF CANOOCHEE, AND 9-1/2 MILES WEST-SOUTHWEST OF
 CL1748'MILLEN ON COUNTY RIGHT OF WAY.
 CL1748'
 CL1748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1748'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1748'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 3.95 MILES TO THE JUNCTION OF
 CL1748'PAVED COUNTY ROAD 119 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG
 CL1748'COUNTY ROAD 119 FOR 3.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 112
 CL1748'CROSSING AND THE STATION ON THE RIGHT.
 CL1748'
 CL1748'THE STATION IS LOCATED 64 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 CL1748'119, 25 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 112, 17 FEET NORTH
 CL1748'OF A BARBED WIRE GAP LATCH POST AND SOUTHWESTERN CORNER POST OF A
 CL1748'FENCE, 56 FEET NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON
 CL1748'THE WEST SIDE OF COUNTY ROAD 112, AND 2.5 FEET WEST OF A 10 INCH
 CL1748'CREOSOTE FENCE POST WITH WITNESS PSIGN ATTACHED.  IT IS A STANDARD
 CL1748'U.S. GEOLOGICAL SURVEY ALUMINUM DISK STAMPED---135 FAR 1970---, SET IN
 CL1748'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1748'OF THE GROUND.
 CL1748'
 CL1748'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1748'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0435 ***********************************************************************
 DG0435  DESIGNATION -  136 C OF A
 DG0435  PID         -  DG0435
 DG0435  STATE/COUNTY-  GA/DE KALB
 DG0435  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0435
 DG0435                         *CURRENT SURVEY CONTROL
 DG0435  ___________________________________________________________________
 DG0435* NAD 83(1986)-  33 48 13.     (N)    084 14 50.     (W)     SCALED    
 DG0435* NAVD 88     -       313.378  (meters)    1028.14   (feet)  ADJUSTED  
 DG0435  ___________________________________________________________________
 DG0435  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0435  DYNAMIC HT  -         313.031 (meters)    1027.00  (feet)  COMP
 DG0435  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 DG0435
 DG0435  VERT ORDER  -  SECOND    CLASS 0
 DG0435
 DG0435.The horizontal coordinates were scaled from a topographic map and have
 DG0435.an estimated accuracy of +/- 6 seconds.
 DG0435
 DG0435.The orthometric height was determined by differential leveling
 DG0435.and adjusted by the National Geodetic Survey in June 1991..
 DG0435
 DG0435.The geoid height was determined by GEOID03.
 DG0435
 DG0435.The dynamic height is computed by dividing the NAVD 88
 DG0435.geopotential number by the normal gravity value computed on the
 DG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0435.degrees latitude (g = 980.6199 gals.).
 DG0435
 DG0435.The modeled gravity was interpolated from observed gravity values.
 DG0435
 DG0435;                    North         East    Units  Estimated Accuracy
 DG0435;SPC GA W     -   421,730.      692,540.      MT  (+/- 180 meters Scaled)
 DG0435
 DG0435                          SUPERSEDED SURVEY CONTROL
 DG0435
 DG0435  NGVD 29 (??/??/92)  313.311  (m)         1027.92   (f) ADJ UNCH    2 0
 DG0435
 DG0435.Superseded values are not recommended for survey control.
 DG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0435.See file dsdata.txt to determine how the superseded data were derived.
 DG0435
 DG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC548437(NAD 83)
 DG0435_MARKER: DD = SURVEY DISK
 DG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0435_STAMPING: 137 1927 1027.921
 DG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0435+STABILITY: SURFACE MOTION
 DG0435
 DG0435  HISTORY     - Date     Condition        Report By
 DG0435  HISTORY     - 1927     MONUMENTED       GA0280
 DG0435  HISTORY     - 1953     GOOD             NGS
 DG0435
 DG0435                          STATION DESCRIPTION
 DG0435
 DG0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0435'0.6 MI S FROM CLARKSTON.
 DG0435'LOCATED 0.6 MILE SOUTHWEST ALONG THE GEORGIA RAILROAD FROM
 DG0435'CLARKSTON, AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHERN
 DG0435'ST. AND STONE MOUNTAIN ROAD, AND BETWEEN STONE MOUNTAIN ROAD AND
 DG0435'THE TRACKS.  IT IS 26 FEET EAST OF THE EAST CURB OF NORTHERN
 DG0435'ST., 1 FOOT SOUTH OF THE SOUTH CURB OF STONE MOUNTAIN ROAD,
 DG0435'9 FEET WEST OF A TELEPHONE POLE AND 45 FEET NORTH OF THE NORTH
 DG0435'RAIL OF THE TRACKS AND ACROSS THE ROAD FROM THE RAINYS STORE.
 DG0435'IT IS A CITY OF ATLANTA STANDARD DISK SET IN THE TOP OF A
 DG0435'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2842 ***********************************************************************
 AA2842  CBN         -  This is a Cooperative Base Network Control Station.
 AA2842  DESIGNATION -  136 CMN
 AA2842  PID         -  AA2842
 AA2842  STATE/COUNTY-  GA/DOUGLAS
 AA2842  USGS QUAD   -  WINSTON (1982)
 AA2842
 AA2842                         *CURRENT SURVEY CONTROL
 AA2842  ___________________________________________________________________
 AA2842* NAD 83(1994)-  33 40 14.82549(N)    084 48 22.64283(W)     ADJUSTED  
 AA2842* NAVD 88     -       336.4    (meters)    1104.     (feet)  GPS OBS   
 AA2842  ___________________________________________________________________
 AA2842  X           -     481,026.686 (meters)                     COMP
 AA2842  Y           -  -5,292,029.661 (meters)                     COMP
 AA2842  Z           -   3,516,284.890 (meters)                     COMP
 AA2842  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AA2842  ELLIP HEIGHT-         307.08  (meters)          (03/09/95) GPS OBS
 AA2842  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AA2842
 AA2842  HORZ ORDER  -  B
 AA2842  ELLP ORDER  -  FIRST     CLASS I
 AA2842
 AA2842.The horizontal coordinates were established by GPS observations
 AA2842.and adjusted by the National Geodetic Survey in March 1995..
 AA2842
 AA2842.The orthometric height was determined by GPS observations and a
 AA2842.high-resolution geoid model.
 AA2842
 AA2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2842
 AA2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2842
 AA2842.The ellipsoidal height was determined by GPS observations
 AA2842.and is referenced to NAD 83.
 AA2842
 AA2842.The geoid height was determined by GEOID03.
 AA2842
 AA2842;                    North         East     Units Scale Factor Converg.
 AA2842;SPC GA W     -   407,174.546   640,687.035   MT  0.99994336   -0 21 16.7
 AA2842;SPC GA W     - 1,335,871.82  2,101,987.38   sFT  0.99994336   -0 21 16.7
 AA2842;UTM  16      - 3,727,813.496   703,381.862   MT  1.00010997   +1 12 60.0
 AA2842
 AA2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2842!SPC GA W     -   0.99995179  x   0.99994336  =   0.99989516
 AA2842!UTM  16      -   0.99995179  x   1.00010997  =   1.00006176
 AA2842
 AA2842                          SUPERSEDED SURVEY CONTROL
 AA2842
 AA2842.No superseded survey control is available for this station.
 AA2842
 AA2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0338227813(NAD 83)
 AA2842_MARKER: DD = SURVEY DISK
 AA2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2842_STAMPING: 136 CMN 1956 1104
 AA2842_MARK LOGO: USGS  
 AA2842_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2842+STABILITY: SURFACE MOTION
 AA2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2842+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 AA2842
 AA2842  HISTORY     - Date     Condition        Report By
 AA2842  HISTORY     - 1956     MONUMENTED       USGS
 AA2842  HISTORY     - 19940316 GOOD             GAPC
 AA2842  HISTORY     - 20020129 GOOD             GADT
 AA2842  HISTORY     - 20050126 GOOD             GAPC
 AA2842
 AA2842                          STATION DESCRIPTION
 AA2842
 AA2842'DESCRIBED BY GEORGIA POWER COMPANY 1994
 AA2842'THE STATION IS LOCATED IN THE TOWN OF BILLARP.  OWNERSHIP--ROAD
 AA2842'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AA2842'HIGHWAY 20 AND STATE HIGHWAY 5 (EXIT 8), GO SOUTH ON STATE HIGHWAY 5
 AA2842'FOR 8.3 KM (5.15 MI) TO BILLARP. THE STATION IS LOCATED IN THE
 AA2842'SOUTHEAST CORNER OF THE CEMETERY AND ON THE NORTH RIGHT-OF-WAY OF POOL
 AA2842'ROAD.
 AA2842
 AA2842                          STATION RECOVERY (2002)
 AA2842
 AA2842'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 AA2842'THIS MARK WAS USED TO ELEVATE DLDRYDEN. USGS RECORDS HAD AN ELEVATION
 AA2842'FOR THIS MARK. THE ELEVATION IS 1103.771 FEET. THIS MARK, 136 CMN IS
 AA2842'NO LONGER IN A GPS SUITABLE LOCATION DUE TO 25 TO 30 FOOT TALL CEDAR
 AA2842'TREES IN CLOSE PROXIMITY TO THE MARK.
 AA2842
 AA2842                          STATION RECOVERY (2005)
 AA2842
 AA2842'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 AA2842'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0001 ***********************************************************************
 EE0001  DESIGNATION -  1368
 EE0001  PID         -  EE0001
 EE0001  STATE/COUNTY-  GA/GILMER
 EE0001  USGS QUAD   -  ELLIJAY (1971)
 EE0001
 EE0001                         *CURRENT SURVEY CONTROL
 EE0001  ___________________________________________________________________
 EE0001* NAD 83(1986)-  34 38 29.     (N)    084 29 56.     (W)     SCALED    
 EE0001* NAVD 88     -       417.600  (meters)    1370.08   (feet)  ADJUSTED  
 EE0001  ___________________________________________________________________
 EE0001  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE0001  DYNAMIC HT  -         417.164 (meters)    1368.65  (feet)  COMP
 EE0001  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 EE0001
 EE0001  VERT ORDER  -  SECOND    CLASS 0
 EE0001
 EE0001.The horizontal coordinates were scaled from a topographic map and have
 EE0001.an estimated accuracy of +/- 6 seconds.
 EE0001
 EE0001.The orthometric height was determined by differential leveling
 EE0001.and adjusted by the National Geodetic Survey in June 1991..
 EE0001
 EE0001.The geoid height was determined by GEOID03.
 EE0001
 EE0001.The dynamic height is computed by dividing the NAVD 88
 EE0001.geopotential number by the normal gravity value computed on the
 EE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0001.degrees latitude (g = 980.6199 gals.).
 EE0001
 EE0001.The modeled gravity was interpolated from observed gravity values.
 EE0001
 EE0001;                    North         East    Units  Estimated Accuracy
 EE0001;SPC GA W     -   514,700.      669,540.      MT  (+/- 180 meters Scaled)
 EE0001
 EE0001                          SUPERSEDED SURVEY CONTROL
 EE0001
 EE0001  NGVD 29 (??/??/92)  417.592  (m)         1370.05   (f) ADJ UNCH    2 0
 EE0001
 EE0001.Superseded values are not recommended for survey control.
 EE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0001.See file dsdata.txt to determine how the superseded data were derived.
 EE0001
 EE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD292361(NAD 83)
 EE0001_MARKER: DD = SURVEY DISK
 EE0001_SETTING: 66 = SET IN ROCK OUTCROP
 EE0001_SP_SET: ROCK OUTCROP
 EE0001_STAMPING: 1368 1370.050
 EE0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0001+STABILITY: POSITION/ELEVATION WELL
 EE0001
 EE0001  HISTORY     - Date     Condition        Report By
 EE0001  HISTORY     - UNK      MONUMENTED       USGS
 EE0001  HISTORY     - 1972     GOOD             NGS
 EE0001  HISTORY     - 20030818 GOOD             GADT
 EE0001
 EE0001                          STATION DESCRIPTION
 EE0001
 EE0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0001'4.5 MI S FROM ELLIJAY.
 EE0001'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 52 (RIVER STREET) FROM
 EE0001'THE COUNTY COURTHOUSE AT ELLIJAY, THENCE 4.0 MILES SOUTH ALONG
 EE0001'THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE SMALL COMMUNITY
 EE0001'OF ELLA GAP, 0.3 MILE NORTH OF MILEPOST 415, 6 1/2 FEET NORTHEAST
 EE0001'OF THE NORTHEAST RAIL, SET IN THE TOP OF AN OUTCROPPING ROCK,
 EE0001'AT A POINT WHERE THE ROCK CUT THAT IS ON EACH SIDE OF THE TRACK
 EE0001'BEGINS TO WIDEN OUT ON THE SOUTHWEST SIDE, 102 YARDS SOUTHEAST
 EE0001'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A DIRT ROAD,
 EE0001'22 FEET EAST OF THE SOUTHEAST END OF A 12-INCH CULVERT THAT IS IN
 EE0001'THE RAILROAD DRAINAGE DITCH ON THE SOUTHWEST SIDE OF THE TRACK,
 EE0001'ABOUT 1 FOOT ABOVE THE TRACK AND ABOUT 2 FEET ABOVE THE GROUND.
 EE0001
 EE0001                          STATION RECOVERY (2003)
 EE0001
 EE0001'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0434 ***********************************************************************
 DG0434  DESIGNATION -  137 C OF A
 DG0434  PID         -  DG0434
 DG0434  STATE/COUNTY-  GA/DE KALB
 DG0434  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0434
 DG0434                         *CURRENT SURVEY CONTROL
 DG0434  ___________________________________________________________________
 DG0434* NAD 83(1986)-  33 48 33.     (N)    084 14 23.     (W)     SCALED    
 DG0434* NAVD 88     -       309.993  (meters)    1017.04   (feet)  ADJUSTED  
 DG0434  ___________________________________________________________________
 DG0434  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0434  DYNAMIC HT  -         309.650 (meters)    1015.91  (feet)  COMP
 DG0434  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DG0434
 DG0434  VERT ORDER  -  SECOND    CLASS 0
 DG0434
 DG0434.The horizontal coordinates were scaled from a topographic map and have
 DG0434.an estimated accuracy of +/- 6 seconds.
 DG0434
 DG0434.The orthometric height was determined by differential leveling
 DG0434.and adjusted by the National Geodetic Survey in June 1991..
 DG0434
 DG0434.The geoid height was determined by GEOID03.
 DG0434
 DG0434.The dynamic height is computed by dividing the NAVD 88
 DG0434.geopotential number by the normal gravity value computed on the
 DG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0434.degrees latitude (g = 980.6199 gals.).
 DG0434
 DG0434.The modeled gravity was interpolated from observed gravity values.
 DG0434
 DG0434;                    North         East    Units  Estimated Accuracy
 DG0434;SPC GA W     -   422,340.      693,240.      MT  (+/- 180 meters Scaled)
 DG0434
 DG0434                          SUPERSEDED SURVEY CONTROL
 DG0434
 DG0434  NGVD 29 (??/??/92)  309.927  (m)         1016.82   (f) ADJ UNCH    2 0
 DG0434
 DG0434.Superseded values are not recommended for survey control.
 DG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0434.See file dsdata.txt to determine how the superseded data were derived.
 DG0434
 DG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC555444(NAD 83)
 DG0434_MARKER: DD = SURVEY DISK
 DG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0434_STAMPING: 137 1927 1016.819
 DG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0434+STABILITY: SURFACE MOTION
 DG0434
 DG0434  HISTORY     - Date     Condition        Report By
 DG0434  HISTORY     - 1927     MONUMENTED       GA0280
 DG0434  HISTORY     - 1953     GOOD             NGS
 DG0434
 DG0434                          STATION DESCRIPTION
 DG0434
 DG0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0434'AT CLARKSTON.
 DG0434'LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF MAIN AND
 DG0434'MARKET STREETS IN CLARKSTON, DIRECTLY ACROSS THE STREET FROM THE
 DG0434'FLOWERS DRUG STORE.  IT IS 1 FOOT SOUTH OF THE CURB OF MAIN
 DG0434'STREET, 23 FEET WEST OF THE WEST CURB OF MARKET STREET AND 12.5
 DG0434'FEET EAST OF A TELEGRAPH POLE.  IT IS A CITY OF ATLANTA STANDARD
 DG0434'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0739 ***********************************************************************
 ED0739  DESIGNATION -  1372
 ED0739  PID         -  ED0739
 ED0739  STATE/COUNTY-  GA/HABERSHAM
 ED0739  USGS QUAD   -  CLARKESVILLE (1985)
 ED0739
 ED0739                         *CURRENT SURVEY CONTROL
 ED0739  ___________________________________________________________________
 ED0739* NAD 83(1986)-  34 36 55.     (N)    083 31 37.     (W)     SCALED    
 ED0739* NAVD 88     -       418.336  (meters)    1372.49   (feet)  ADJUSTED  
 ED0739  ___________________________________________________________________
 ED0739  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ED0739  DYNAMIC HT  -         417.890 (meters)    1371.03  (feet)  COMP
 ED0739  MODELED GRAV-     979,557.3   (mgal)                       NAVD 88
 ED0739
 ED0739  VERT ORDER  -  SECOND    CLASS 0
 ED0739
 ED0739.The horizontal coordinates were scaled from a topographic map and have
 ED0739.an estimated accuracy of +/- 6 seconds.
 ED0739
 ED0739.The orthometric height was determined by differential leveling
 ED0739.and adjusted by the National Geodetic Survey in June 1991..
 ED0739
 ED0739.The geoid height was determined by GEOID03.
 ED0739
 ED0739.The dynamic height is computed by dividing the NAVD 88
 ED0739.geopotential number by the normal gravity value computed on the
 ED0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0739.degrees latitude (g = 980.6199 gals.).
 ED0739
 ED0739.The modeled gravity was interpolated from observed gravity values.
 ED0739
 ED0739;                    North         East    Units  Estimated Accuracy
 ED0739;SPC GA W     -   511,930.      758,670.      MT  (+/- 180 meters Scaled)
 ED0739
 ED0739                          SUPERSEDED SURVEY CONTROL
 ED0739
 ED0739  NGVD 29 (??/??/92)  418.317  (m)         1372.43   (f) ADJ UNCH    2 0
 ED0739
 ED0739.Superseded values are not recommended for survey control.
 ED0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0739.See file dsdata.txt to determine how the superseded data were derived.
 ED0739
 ED0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU683332(NAD 83)
 ED0739_MARKER: DD = SURVEY DISK
 ED0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0739_SP_SET: BUILDING
 ED0739_STAMPING: 1372 ATLANTA 1372.428
 ED0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0739
 ED0739  HISTORY     - Date     Condition        Report By
 ED0739  HISTORY     - UNK      MONUMENTED       USGS
 ED0739  HISTORY     - 1956     GOOD             NGS
 ED0739
 ED0739                          STATION DESCRIPTION
 ED0739
 ED0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0739'AT CLARKSVILLE.
 ED0739'AT CLARKESVILLE, HABERSHAM COUNTY, IN THE NE WALL OF THE RED
 ED0739'BRICK COURTHOUSE, 1.0 FEET NW OF THE NW EDGE OF THE ENTRANCE
 ED0739'ARCHWAY, 2.2 FEET ABOVE THE LEVEL OF THE FLOOR, AND 2.3  FEET
 ED0739'ABOVE THE TOP OF THE TOP ONE OF THREE GRANITE STEPS.  A STANDARD
 ED0739'U.S. GEOLOGICAL SURVEY DISK IS SET FACE-VERTICAL IN THE BRICK
 ED0739'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0433 ***********************************************************************
 DG0433  DESIGNATION -  138 C OF A
 DG0433  PID         -  DG0433
 DG0433  STATE/COUNTY-  GA/DE KALB
 DG0433  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0433
 DG0433                         *CURRENT SURVEY CONTROL
 DG0433  ___________________________________________________________________
 DG0433* NAD 83(1986)-  33 49 07.     (N)    084 13 22.     (W)     SCALED    
 DG0433* NAVD 88     -       314.039  (meters)    1030.31   (feet)  ADJUSTED  
 DG0433  ___________________________________________________________________
 DG0433  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0433  DYNAMIC HT  -         313.692 (meters)    1029.17  (feet)  COMP
 DG0433  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DG0433
 DG0433  VERT ORDER  -  SECOND    CLASS 0
 DG0433
 DG0433.The horizontal coordinates were scaled from a topographic map and have
 DG0433.an estimated accuracy of +/- 6 seconds.
 DG0433
 DG0433.The orthometric height was determined by differential leveling
 DG0433.and adjusted by the National Geodetic Survey in June 1991..
 DG0433
 DG0433.The geoid height was determined by GEOID03.
 DG0433
 DG0433.The dynamic height is computed by dividing the NAVD 88
 DG0433.geopotential number by the normal gravity value computed on the
 DG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0433.degrees latitude (g = 980.6199 gals.).
 DG0433
 DG0433.The modeled gravity was interpolated from observed gravity values.
 DG0433
 DG0433;                    North         East    Units  Estimated Accuracy
 DG0433;SPC GA W     -   423,390.      694,810.      MT  (+/- 180 meters Scaled)
 DG0433
 DG0433                          SUPERSEDED SURVEY CONTROL
 DG0433
 DG0433  NGVD 29 (??/??/92)  313.975  (m)         1030.10   (f) ADJ UNCH    2 0
 DG0433
 DG0433.Superseded values are not recommended for survey control.
 DG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0433.See file dsdata.txt to determine how the superseded data were derived.
 DG0433
 DG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC570455(NAD 83)
 DG0433_MARKER: DD = SURVEY DISK
 DG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0433_STAMPING: 138 1927 1030.100
 DG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0433+STABILITY: SURFACE MOTION
 DG0433
 DG0433  HISTORY     - Date     Condition        Report By
 DG0433  HISTORY     - 1927     MONUMENTED       GA0280
 DG0433  HISTORY     - 1953     GOOD             NGS
 DG0433
 DG0433                          STATION DESCRIPTION
 DG0433
 DG0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0433'1.4 MI NE FROM CLARKSTON.
 DG0433'LOCATED 1.4 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DG0433'STATION IN CLARKSTON, IN THE NORTHEAST ANGLE OF THE INTERSECTION
 DG0433'OF IDLEWOOD ROAD AND STONE MOUNTAIN ROAD, 4 FEET EAST OF THE
 DG0433'EAST OF CURB OF IDLEWOOD ROAD, 1.5 FEET NORTH OF THE NORTH CURB
 DG0433'OF STONE MOUNTAIN ROAD, 6 FEET WEST OF A TELEPHONE POLE, 3 FEET
 DG0433'SOUTHEAST OF A 4-INCH SQUARE STREET SIGN POST AND 9 FEET WEST
 DG0433'OF A WATER DRAIN.  IT IS A CITY OF ATLANTA STANDARD DISK SET
 DG0433'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0432 ***********************************************************************
 DG0432  DESIGNATION -  139 C OF A
 DG0432  PID         -  DG0432
 DG0432  STATE/COUNTY-  GA/DE KALB
 DG0432  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0432
 DG0432                         *CURRENT SURVEY CONTROL
 DG0432  ___________________________________________________________________
 DG0432* NAD 83(1986)-  33 49 12.     (N)    084 12 35.     (W)     SCALED    
 DG0432* NAVD 88     -       326.353  (meters)    1070.71   (feet)  ADJUSTED  
 DG0432  ___________________________________________________________________
 DG0432  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0432  DYNAMIC HT  -         325.992 (meters)    1069.53  (feet)  COMP
 DG0432  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 DG0432
 DG0432  VERT ORDER  -  SECOND    CLASS 0
 DG0432
 DG0432.The horizontal coordinates were scaled from a topographic map and have
 DG0432.an estimated accuracy of +/- 6 seconds.
 DG0432
 DG0432.The orthometric height was determined by differential leveling
 DG0432.and adjusted by the National Geodetic Survey in June 1991..
 DG0432
 DG0432.The geoid height was determined by GEOID03.
 DG0432
 DG0432.The dynamic height is computed by dividing the NAVD 88
 DG0432.geopotential number by the normal gravity value computed on the
 DG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0432.degrees latitude (g = 980.6199 gals.).
 DG0432
 DG0432.The modeled gravity was interpolated from observed gravity values.
 DG0432
 DG0432;                    North         East    Units  Estimated Accuracy
 DG0432;SPC GA W     -   423,540.      696,010.      MT  (+/- 180 meters Scaled)
 DG0432
 DG0432                          SUPERSEDED SURVEY CONTROL
 DG0432
 DG0432  NGVD 29 (??/??/92)  326.290  (m)         1070.50   (f) ADJ UNCH    2 0
 DG0432
 DG0432.Superseded values are not recommended for survey control.
 DG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0432.See file dsdata.txt to determine how the superseded data were derived.
 DG0432
 DG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC582457(NAD 83)
 DG0432_MARKER: DD = SURVEY DISK
 DG0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0432_SP_SET: ABUTMENT
 DG0432_STAMPING: 139 1927 1070.503
 DG0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0432
 DG0432  HISTORY     - Date     Condition        Report By
 DG0432  HISTORY     - 1927     MONUMENTED       GA0280
 DG0432  HISTORY     - 1953     GOOD             NGS
 DG0432
 DG0432                          STATION DESCRIPTION
 DG0432
 DG0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0432'2.1 MI NE FROM CLARKSTON.
 DG0432'2.1 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM CLARKSTON,
 DG0432'DE KALB COUNTY, AT THE SOUTHEAST CORNER OF THE STONE MOUNTAIN
 DG0432'HIGHWAY STEEL OVERPASS, IN THE TOP OF THE WEST ABUTMENT, AND 3
 DG0432'FEET SOUTH OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0184 ***********************************************************************
 DF0184  DESIGNATION -  13C 23 ECC
 DF0184  PID         -  DF0184
 DF0184  STATE/COUNTY-  GA/COLUMBIA
 DF0184  USGS QUAD   -  HARLEM (1980)
 DF0184
 DF0184                         *CURRENT SURVEY CONTROL
 DF0184  ___________________________________________________________________
 DF0184* NAD 83(1994)-  33 25 01.64529(N)    082 19 12.08607(W)     ADJUSTED  
 DF0184* NAVD 88     -       167.792  (meters)     550.50   (feet)  ADJUSTED  
 DF0184  ___________________________________________________________________
 DF0184  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF0184  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF0184  DYNAMIC HT  -         167.613 (meters)     549.91  (feet)  COMP
 DF0184  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 DF0184
 DF0184  HORZ ORDER  -  FIRST
 DF0184  VERT ORDER  -  FIRST     CLASS II
 DF0184
 DF0184.The horizontal coordinates were established by classical geodetic methods
 DF0184.and adjusted by the National Geodetic Survey in September 1997..
 DF0184
 DF0184.The orthometric height was determined by differential leveling
 DF0184.and adjusted by the National Geodetic Survey in June 1991..
 DF0184
 DF0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF0184
 DF0184.The geoid height was determined by GEOID03.
 DF0184
 DF0184.The dynamic height is computed by dividing the NAVD 88
 DF0184.geopotential number by the normal gravity value computed on the
 DF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0184.degrees latitude (g = 980.6199 gals.).
 DF0184
 DF0184.The modeled gravity was interpolated from observed gravity values.
 DF0184
 DF0184;                    North         East     Units Scale Factor Converg.
 DF0184;SPC GA E     -   378,869.695   185,737.510   MT  0.99990251   -0 05 04.1
 DF0184;SPC GA E     - 1,243,008.32    609,373.81   sFT  0.99990251   -0 05 04.1
 DF0184;UTM  17      - 3,698,309.570   377,268.068   MT  0.99978571   -0 43 37.4
 DF0184
 DF0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF0184!SPC GA E     -   0.99997824  x   0.99990251  =   0.99988075
 DF0184!UTM  17      -   0.99997824  x   0.99978571  =   0.99976395
 DF0184
 DF0184|---------------------------------------------------------------------|
 DF0184| PID    Reference Object                     Distance      Geod. Az  |
 DF0184|                                                           dddmmss.s |
 DF0184| DF2803 13C 23 ECC RM 4                      18.228 METERS 09140     |
 DF0184| DF1581 WHITTAKER                           APPROX. 8.1 KM 1795919.7 |
 DF0184| DF2800 13C 23 ECC RM 1                      49.790 METERS 21738     |
 DF0184| DF2802 13C 23 ECC RM 3                      25.808 METERS 28518     |
 DF0184| DF2801 13C 23 ECC RM 2                      87.722 METERS 29219     |
 DF0184|---------------------------------------------------------------------|
 DF0184
 DF0184                          SUPERSEDED SURVEY CONTROL
 DF0184
 DF0184  NAD 83(1986)-  33 25 01.65013(N)    082 19 12.08213(W) AD(       ) 1
 DF0184  NAD 27      -  33 25 01.14600(N)    082 19 12.63900(W) AD(       ) 1
 DF0184  NGVD 29 (??/??/92)  168.010  (m)          551.21   (f) ADJ UNCH    1 2
 DF0184
 DF0184.Superseded values are not recommended for survey control.
 DF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0184.See file dsdata.txt to determine how the superseded data were derived.
 DF0184
 DF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7726898310(NAD 83)
 DF0184_MARKER: DS = TRIANGULATION STATION DISK
 DF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0184_STAMPING: 13 C 23 ECC 1934
 DF0184_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0184+STABILITY: SURFACE MOTION
 DF0184
 DF0184  HISTORY     - Date     Condition        Report By
 DF0184  HISTORY     - 1934     MONUMENTED       CGS
 DF0184  HISTORY     - 1954     GOOD             CGS
 DF0184  HISTORY     - 1962     GOOD             CGS
 DF0184  HISTORY     - 1963     GOOD             CGS
 DF0184  HISTORY     - 1963     GOOD             NGS
 DF0184  HISTORY     - 1979     GOOD             NGS
 DF0184  HISTORY     - 1980     GOOD             GADT
 DF0184  HISTORY     - 1980     GOOD             GADT
 DF0184
 DF0184                          STATION DESCRIPTION
 DF0184
 DF0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 DF0184'ABOUT 1/2 MILE (AIR LINE) WEST OF MAIN STREET IN HARLEM, IN
 DF0184'NORTHEAST CORNER OF PECAN ORCHARD, 39.2 METERS (129 FEET) NORTH OF
 DF0184'CENTER LINE OF U.S. HIGHWAY 78, 11 METERS (36 FEET) EAST-NORTHEAST
 DF0184'OF 10-INCH PECAN TREE, 9 METERS (30 FEET) SOUTH OF SOUTH RAIL OF
 DF0184'GEORGIA RAILROAD AND 8 METERS (26 FEET) WEST OF CENTER LINE OF DIRT
 DF0184'ROAD.  TO REACH FROM INTERSECTION OF STATE HIGHWAY 47 AND U.S.
 DF0184'HIGHWAY 78 AT HARLEM, GO WEST 0.5 MILE TO DIRT T-ROAD AND TURN
 DF0184'RIGHT FOR 0.1 MILE TO RAILROAD AND STATION ON LEFT.  SURFACE AND
 DF0184'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 DF0184'UPPER MARK IS ABOUT 14 INCHES BELOW SURFACE OF GROUND.  REFERENCE
 DF0184'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK
 DF0184'NO. 1 PROJECTS ABOUT 12 INCHES IS 5.5 METERS (18 FEET) SOUTH OF CENTER
 DF0184'LINE OF HIGHWAY, 1.0 METER (3 FEET) NORTHEAST OF NORTHEAST CORNER
 DF0184'OF HEDGE AROUND HOUSE LOT, 0.4 METER (1 FOOT) WEST-NORTHWEST OF
 DF0184'CORNER FENCE POST AND 49.79 METERS (163 FEET) SOUTH-SOUTHWEST OF
 DF0184'STATION S 37 DEG 38 MIN W.  NO.2 PROJECTS ABOUT 12 INCHES,
 DF0184'IS 2.5 METERS (8 FEET) NORTH OF NORTH RAIL OF TRACKS, 2.5 METERS (8
 DF0184'FEET) SOUTH OF CENTER LINE OF DIRT ROAD, 1 METER (3.2 FEET)
 DF0184'SOUTH-SOUTHEAST OF TELEPHONE POLE AND 87.70 METERS (288 FEET)
 DF0184'WEST-NORTHWEST OF STATION N 67 DEG 41 MIN W.  AZIMUTH MARK
 DF0184'(DESIGNATION UNKNOWN) ESTABLISHED BY GA.GEOD.S. TRAVERSE PARTY, IS
 DF0184'1/4-INCH BRASS PLUG SET AT CENTER OF 6-INCH ROUND CONCRETE POST
 DF0184'PROJECTING ABOUT 1 INCH AND IS ABOUT 150 METERS (492 FEET) EAST OF
 DF0184'MAIN STREET IN HARLEM.  21 PACES EAST OF EAST END OF SIDETRACK NORTH
 DF0184'OF MAIN LINE, 4 PACES NORTH OF NORTH RAIL OF MAIN LINE AND ABOUT 1/2
 DF0184'MILE EAST OF STATION S 80 DEG 25 MIN E.  13C-23 IS
 DF0184'A STATE SURVEY STANDARD DISK SET IN 2-INCH ROUND CONCRETE POST
 DF0184'PROJECTING ABOUT 2 INCHES AND IS 8 FEET WEST OF CENTER LINE OF DIRT
 DF0184'ROAD, 5 FEET SOUTH OF SOUTH RAIL OF TRACKS AND 9.645 METERS (31.6
 DF0184'FEET) NORTHEAST OF STATION N 50 DEG 30 MIN E.
 DF0184
 DF0184                          STATION RECOVERY (1954)
 DF0184
 DF0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF0184'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 DF0184'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AT THIS DATE.
 DF0184'13C-23 (GA.GEOD.S.) WAS NOT RECOVERED.  THE STREET CROSSING, NEAR
 DF0184'WHICH IT WAS SET, HAS BEEN WIDENED, AND THE MARK, NO DOUBT, HAS BEEN
 DF0184'COVERED WITH THE STREET.  A NEW DESCRIPTION FOLLOWS--
 DF0184'
 DF0184'THE STATION IS LOCATED 0.5 MI. W ON U.S. HIGHWAY 78 FROM THE
 DF0184'JUNCTION OF STATE HIGHWAY 47 AND U.S. HIGHWAY 78 IN HARLEM, AT THE
 DF0184'INTERSECTION OF MILLEDGEVILLE ROAD AND BOUNDARY STREET, AND ON
 DF0184'PROPERTY OWNED BY J.S. DANIELS.  IT IS 129 FT. N OF THE CENTERLINE OF
 DF0184'U.S. HIGHWAY 78, 30 FT. S OF THE S RAIL OF THE TRACKS, 36 FT. E-NE
 DF0184'OF A 24-IN. PECAN TREE, 27 FT. W OF THE CENTERLINE OF WEST
 DF0184'BOUNDARY STREET, 27 FT. N-NE OF THE NE CORNER OF AN OLD GARAGE, 43
 DF0184'FT. N OF A POWER POLE, AND 17 FT.  W-SW OF THE NE MARBLE BOUNDARY
 DF0184'MONUMENT OF THE J.S. DANIELS PROPERTY.  IT IS A STANDARD DISK,
 DF0184'STAMPED 13C 23 ECC 1934 AND IS 14 IN. BELOW THE SURFACE OF THE
 DF0184'GROUND.
 DF0184'
 DF0184'REFERENCE MARK 1 IS 49.79 M. SE OF THE STATION S 37 DEG 38 MIN W,
 DF0184'17 FT. N OF A PINE TREE, 24 FT. S OF THE CENTERLINE OF U.S.
 DF0184'HIGHWAY 78, AND 9.5 FT. SE OF A FIRE HYDRANT.  IT IS A STANDARD
 DF0184'DISK, STAMPED 13C 23 ECC NO 1 1934 AND IS FLUSH WITH THE GROUND.
 DF0184'
 DF0184'REFERENCE MARK 2 IS 87.70 M. E-NE OF THE STATION N 67 DEG 41
 DF0184'MIN W, 8 FT. SE OF THE SECOND TELEGRAPH POLE W OF WEST BOUNDARY
 DF0184'STREET, 25 FT. N OF THE N RAIL OF THE RAILROAD TRACKS, 18 FT. S OF
 DF0184'THE CENTERLINE OF NORTH HICKS STREET, AND 48 PACES E OF SIGNAL 251.
 DF0184'IT IS A STANDARD DISK, STAMPED 13C 23 ECC NO 2 1934 AND PROJECTS 8 IN.
 DF0184
 DF0184                          STATION RECOVERY (1962)
 DF0184
 DF0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 DF0184'RECOVERED AS DESCRIBED.
 DF0184'
 DF0184'REFERENCE MARK DISK 13 C 23 ECC NO 1 1934 RECOVERED AS DESCRIBED
 DF0184
 DF0184                          STATION RECOVERY (1963)
 DF0184
 DF0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 DF0184'RECOVERED ONLY THE STATION MARK AND NO. 1 R.M. IN GOOD CONDITION
 DF0184'BUT THE LATTER WAS OBSTRUCTED BY A NEARBY BUILDING AND WAS DOOMED BY
 DF0184'HWY. RECONSTRUCTION SO WAS RECLAIMED.  THE NO. 2 R.M. FOUND TILTED
 DF0184'WAS LEFT AS FOUND AND NOS. 3 AND 4 R.M.S WERE ESTABLISHED.  NO TRACE
 DF0184'OF THE AZIMUTH MARK WAS FOUND.
 DF0184'
 DF0184'ABOUT 0.5 MILE W ALONG NO. 78 U.S. HWY. OR MILLEDGEVILLE ROAD FROM
 DF0184'ITS INTERSECTION WITH NO. 47 GEORGIA HWY. IN THE HEART OF HARLEM,
 DF0184'ABOUT 40 YARDS N OF HWY., 29.3 FEET S OF S RAIL OF GEORGIA RAILROAD,
 DF0184'ABOUT 3 FEET LOWER THAN TOP OF SAME, 26 FEET W OF CENTER LINE OF
 DF0184'18-FOOT ASPHALT W. BOUNDARY STREET, 9 FEET S OF STEEL WITNESS POST,
 DF0184'STANDARD DISKS ARE STAMPED 13 C 23 ECC 1934,
 DF0184'THE UPPER ONE 1.5 FT. UNDERGROUND.
 DF0184'
 DF0184'REFERENCE STAMPED 13 C 23 ECC NO 2 1934, FLUSH, IS 287.8
 DF0184'FEET APPROXIMATELY N 112 DEG W (TILTED SW) FROM STATION, 16 FEET
 DF0184'W OF PROJECTED PLANE OF E WALL OF BRICK HOUSE ON N SIDE OF STREET,
 DF0184'AND 13 FEET S OF CENTER LINE OF N. HICKS STREET.
 DF0184'
 DF0184'REFERENCE STAMPED 13 C 23 ECC. NO. 3 1963, A STANDARD DISK SET
 DF0184'IN A ROUND CONCRETE MONUMENT, PROJECTS 0.1
 DF0184'FOOT, IS 25.808 METERS OR 84.67 FEET ON A LINE FROM STATION, 352
 DF0184'DEG 59 MIN AROUND RIGHT FROM NO. 2 R.M., 22 FEET S OF S RAIL, 1.9
 DF0184'FEET LOWER THAN TOP OF SAME, AND 2-1/2 FEET NW OF FENCE CORNER.
 DF0184'
 DF0184'REFERENCE STAMPED 13 C 23 ECC. NO. 4 1963, A STANDARD DISK SET
 DF0184'IN A ROUND CONCRETE MONUMENT, PROJECTS 0.1
 DF0184'FOOT, IS 18.228 METERS OR 59.80 FEET E OF STATION OR 159 DEG 21 MIN
 DF0184'AROUND RIGHT FROM NO. 2 R.M., 30 FEET E OF CENTER LINE OF STREET,
 DF0184'AND 19-1/2 FEET S OF S RAIL OF R.R.  STATION AND NOS. 3 AND 4
 DF0184'R.M.S ARE BENCH MARKS, STA. 1.44 FT. LOWER THAN NO. 3, AND 3.72
 DF0184'LOWER THAN NO. 4 R.M.
 DF0184
 DF0184                          STATION RECOVERY (1963)
 DF0184
 DF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DF0184'0.5 MI W FROM HARLEM.
 DF0184'ABOUT 0.5 MILE W ALONG THE GEORGIA RAILROAD FROM THE CROSSING OF
 DF0184'NO. 47 GA. HWY. IN THE HEART OF HARLEM NEAR THE POST OFFICE AND
 DF0184'THE RAILROAD STATION, ABOUT 40 YARDS N OF CENTER LINE OF NO. 78
 DF0184'U.S. HWY., 36 FEET ENE OF CENTER OF A 30-INCH PECAN TREE, 26 FEET
 DF0184'W OF CENTER LINE OF ASPHALT-PAVED WEST BOUNDARY STREET, 29.3 FEET
 DF0184'S OF S RAIL OF THE RAILROAD, ABOUT 3.0 FEET LOWER THAN TOP OF SAME,
 DF0184'AND ABOUT 1-1/4 FEET UNDERGROUND.
 DF0184
 DF0184                          STATION RECOVERY (1979)
 DF0184
 DF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0184'RECOVERED IN GOOD CONDITION.
 DF0184
 DF0184                          STATION RECOVERY (1980)
 DF0184
 DF0184'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF0184'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND IN GOOD
 DF0184'CONDITION.  REFERENCE MARK 5, REFERENCE MARK 6, AND AZIMUTH MARK 2
 DF0184'WERE SET.  DUE TO OVERHEAD OBSTRUCTION, REFERENCE MARK 5 WAS
 DF0184'OCCUPIED AND A TRAVERSE TIE MADE TO THE STATION.  A NEW
 DF0184'DESCRIPTION FOLLOWS.
 DF0184'THE STATION IS LOCATED IN HARLEM.
 DF0184'OWNERSHIP--H.D. STAPLE, 2260 LUMPKIN GEORGIA, 30906.  HOME
 DF0184'TELEPHONE 404-793-0511, OFFICE TELEPHONE 404-798-4025.
 DF0184'
 DF0184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF0184'HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND U.S. HIGHWAY
 DF0184'221 (STATE ROUTE 47) IN HARLEM, GO WEST ALONG U.S. HIGHWAY 78
 DF0184'FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF W. BOUNDRY STREET TO THE
 DF0184'RIGHT AND THE STATION ON THE RIGHT.
 DF0184'
 DF0184'THE STATION IS A STANDARD CGS DISK
 DF0184'STAMPED---13C 23 ECC 1934---,
 DF0184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF0184'RECESSED .38 CM BELOW THE GROUND.  IT IS LOCATED
 DF0184'8.54 METERS (28.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF0184'W. BOUNDRY STREET,
 DF0184'8.84 METERS (29.00 FT) SOUTH FROM THE SOUTHERNMOST RAIL OF THE
 DF0184'RAILROAD TRACKS,
 DF0184'39.01 METERS (128.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF0184'U.S. HIGHWAY 78,
 DF0184'13.41 METERS (44.00 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF0184'0.46 METER (1.500 FT) SOUTH FROM A WITNESS POST.
 DF0184'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 DF0184'STAMPED---13C 23 ECC 1934---,
 DF0184'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 DF0184'
 DF0184'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 DF0184'STAMPED---13C 23 ECC 1934 NO 5 1980---,
 DF0184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF0184'FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS
 DF0184'DISK STAMPED---13C 23 ECC 1934 NO 5 1980---, SET IN AN IRREGULAR
 DF0184'MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE.
 DF0184'IT IS LOCATED
 DF0184'34.32 METERS (112.6 FT) NORTH FROM THE CENTERLINE OF U.S.
 DF0184'HIGHWAY 78,
 DF0184'8.23 METERS (27.00 FT) SOUTH FROM THE SOUTHERNMOST RAIL OF THE
 DF0184'RAILROAD TRACKS,
 DF0184'5.49 METERS (18.00 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 DF0184'OF AN OLD SHED, AND
 DF0184'1.83 METERS (6.000 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF0184'MARK IS LEVEL WITH STATION.
 DF0184'
 DF0184'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 DF0184'STAMPED---13C 23 ECC NO 3 1934 1963---,
 DF0184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF0184'FLUSH WITH GROUND.  IT IS LOCATED
 DF0184'38.86 METERS (127.5 FT) NORTH FROM THE CENTERLINE OF U.S.
 DF0184'HIGHWAY 78,
 DF0184'6.76 METERS (22.20 FT) SOUTH FROM THE SOUTHERNMOST RAIL OF THE
 DF0184'RAILROAD TRACKS,
 DF0184'34.14 METERS (112.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF0184'W. BOUNDRY STREET, AND
 DF0184'0.25 METER (0.800 FT) SOUTH FROM A WITNESS POST.
 DF0184'MARK IS LEVEL WITH STATION.
 DF0184'
 DF0184'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 DF0184'STAMPED---13C 23 ECC 1934 NO 6 1980---,
 DF0184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF0184'FLUSH WITH GROUND.  IT IS LOCATED
 DF0184'5.18 METERS (17.00 FT) SOUTH FROM THE CENTERLINE OF N. HICKS
 DF0184'STREET,
 DF0184'6.40 METERS (21.00 FT) NORTH FROM THE NORTHERNMOST RAIL OF THE
 DF0184'RAILROAD TRACKS,
 DF0184'39.01 METERS (128.0 FT) WEST-NORTHWEST FROM A RAILROAD SIGNAL
 DF0184'BOX, AND
 DF0184'0.91 METER (3.000 FT) SOUTHWEST FROM A POWER POLE.
 DF0184'MARK IS ABOVE STATION 1.500 METERS.
 DF0184'
 DF0184'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 DF0184'STAMPED---13C 23 ECC AZ 2 1980---,
 DF0184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF0184'FLUSH WITH GROUND.  IT IS LOCATED
 DF0184'4.11 METERS (13.50 FT) SOUTH FROM THE CENTERLINE OF BELLE AVENUE,
 DF0184'28.34 METERS (93.00 FT) WEST FROM THE CENTERLINE OF SOUTH BELLE
 DF0184'STREET,
 DF0184'8.68 METERS (28.50 FT) NORTH FROM THE NORTHERNMOST RAIL OF THE
 DF0184'RAILROAD TRACKS, AND
 DF0184'0.55 METER (1.800 FT) NORTHWEST FROM A WITNESS POST.
 DF0184'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG N. BELLE
 DF0184'AVENUE FOR 0.5 KM (0.3 MI) TO THE MARK ON THE RIGHT.
 DF0184'
 DF0184'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF0184'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF0184'COUNTY GA. 1975.  REVISED APRIL 1976.
 DF0184
 DF0184                          STATION RECOVERY (1980)
 DF0184
 DF0184'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980
 DF0184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND U.S.
 DF0184'HIGHWAY 221 IN HARLEM , GO WEST ALONG U.S. HIGHWAY 78 FOR 0.7 KM
 DF0184'(0.45 MI) TO THE JUNCTION OF N BOUNDARY STREET TO THE RIGHT AND THE
 DF0184'STATION ON THE RIGHT, 8.54 METERS (28 FT) WEST -NORTHWEST FORM THE
 DF0184'CENTERLINE OF W BOUNDARY STREET, 8.84 METERS (29 FT) SOUTH FROM THE
 DF0184'SOUTHERN MOST RAIL OF THE RAIL ROAD, TRACKS, 39.01 METERS (128 FT)
 DF0184'NORTH-NORTHEAST FROM THE CENTERLINE OF U.S. HIGHWAY 78, 13.41 METERS
 DF0184'(44 FT) NORTH-NORTHWEST FROM A POWER POLE, AND 0.46 METER (1.5 FT)
 DF0184'SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1572 ***********************************************************************
 DF1572  DESIGNATION -  13C 23 ECC 1934 AZ MK 2
 DF1572  PID         -  DF1572
 DF1572  STATE/COUNTY-  GA/COLUMBIA
 DF1572  USGS QUAD   -  HARLEM (1980)
 DF1572
 DF1572                         *CURRENT SURVEY CONTROL
 DF1572  ___________________________________________________________________
 DF1572* NAD 83(1994)-  33 24 59.69864(N)    082 18 55.47358(W)     ADJUSTED  
 DF1572* NAVD 88     -       164.6    (meters)     540.     (feet)  VERTCON   
 DF1572  ___________________________________________________________________
 DF1572  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DF1572  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DF1572
 DF1572  HORZ ORDER  -  SECOND
 DF1572
 DF1572.The horizontal coordinates were established by classical geodetic methods
 DF1572.and adjusted by the National Geodetic Survey in September 1997..
 DF1572
 DF1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1572
 DF1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1572
 DF1572.The geoid height was determined by GEOID03.
 DF1572
 DF1572;                    North         East     Units Scale Factor Converg.
 DF1572;SPC GA E     -   378,809.104   186,166.589   MT  0.99990236   -0 04 54.9
 DF1572;SPC GA E     - 1,242,809.54    610,781.55   sFT  0.99990236   -0 04 54.9
 DF1572;UTM  17      - 3,698,244.178   377,696.389   MT  0.99978442   -0 43 28.3
 DF1572
 DF1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1572!SPC GA E     -   0.99997874  x   0.99990236  =   0.99988111
 DF1572!UTM  17      -   0.99997874  x   0.99978442  =   0.99976317
 DF1572
 DF1572                          SUPERSEDED SURVEY CONTROL
 DF1572
 DF1572  NAD 83(1986)-  33 24 59.70347(N)    082 18 55.46965(W) AD(       ) 2
 DF1572  NAD 27      -  33 24 59.19963(N)    082 18 56.02693(W) AD(       ) 2
 DF1572  NGVD 29 (07/19/86)  164.8    (m)          541.     (f) VERT ANG       
 DF1572
 DF1572.Superseded values are not recommended for survey control.
 DF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1572.See file dsdata.txt to determine how the superseded data were derived.
 DF1572
 DF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7769698244(NAD 83)
 DF1572_MARKER: DZ = AZIMUTH MARK DISK
 DF1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1572+STABILITY: SURFACE MOTION
 DF1572
 DF1572  HISTORY     - Date     Condition        Report By
 DF1572  HISTORY     - 1980     MONUMENTED       GADT
 DF1572
 DF1572                          STATION DESCRIPTION
 DF1572
 DF1572'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1572'THE STATION IS LOCATED IN HARLEM.
 DF1572'OWNERSHIP--CITY OF HARLEM RIGHT OF WAY.
 DF1572'
 DF1572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1572'HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND U.S. HIGHWAY
 DF1572'221 IN HARLEM, GO WEST ALONG U.S. HIGHWAY 78 FOR 0.7 KM (0.45 MI)
 DF1572'TO THE JUNCTION OF W. BOUNDARY STREET TO THE RIGHT.  TURN
 DF1572'RIGHT GOING NORTH ALONG W. BOUNDRY STREET, CROSSING THE RAILROAD
 DF1572'TRACKS FOR APPROXIMATELY 60 METERS (200 FT) TO THE JUNCTION
 DF1572'OF HICKS STREET CROSSING.  TURN RIGHT GOING EAST ALONG HICKS
 DF1572'STREET (CHANGES TO BELLE STREET) FOR 0.5 KM (0.3 MI) TO THE
 DF1572'STATION ON THE RIGHT.
 DF1572'
 DF1572'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 DF1572'STAMPED---13C 23 ECC AZ 2 1980---,
 DF1572'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1572'FLUSH WITH GROUND.  IT IS LOCATED
 DF1572'4.11 METERS (13.50 FT) SOUTH FROM THE CENTERLINE OF BELLE AVENUE,
 DF1572'28.34 METERS (93.00 FT) WEST FROM THE CENTERLINE OF SOUTH BELLE
 DF1572'STREET,
 DF1572'8.68 METERS (28.50 FT) NORTH FROM THE NORTHERNMOST RAIL OF THE
 DF1572'RAILROAD TRACKS, AND
 DF1572'0.55 METER (1.800 FT) NORTHWEST FROM A WITNESS POST.
 DF1572'
 DF1572'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1572'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1573 ***********************************************************************
 DF1573  DESIGNATION -  13C 23 ECC RM 5
 DF1573  PID         -  DF1573
 DF1573  STATE/COUNTY-  GA/COLUMBIA
 DF1573  USGS QUAD   -  HARLEM (1980)
 DF1573
 DF1573                         *CURRENT SURVEY CONTROL
 DF1573  ___________________________________________________________________
 DF1573* NAD 83(1994)-  33 25 02.01612(N)    082 19 14.33113(W)     ADJUSTED  
 DF1573* NAVD 88     -       167.29   (+/-2cm)     548.9    (feet)  VERTCON   
 DF1573  ___________________________________________________________________
 DF1573  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1573  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF1573
 DF1573  HORZ ORDER  -  FIRST
 DF1573  VERT ORDER  -  THIRD ? (See Below)
 DF1573
 DF1573.The horizontal coordinates were established by classical geodetic methods
 DF1573.and adjusted by the National Geodetic Survey in September 1997..
 DF1573
 DF1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1573.The vertical order pertains to the NGVD 29 superseded value.
 DF1573
 DF1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1573
 DF1573.The geoid height was determined by GEOID03.
 DF1573
 DF1573;                    North         East     Units Scale Factor Converg.
 DF1573;SPC GA E     -   378,881.205   185,679.528   MT  0.99990253   -0 05 05.3
 DF1573;SPC GA E     - 1,243,046.09    609,183.58   sFT  0.99990253   -0 05 05.3
 DF1573;UTM  17      - 3,698,321.728   377,210.225   MT  0.99978589   -0 43 38.7
 DF1573
 DF1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1573!SPC GA E     -   0.99997832  x   0.99990253  =   0.99988085
 DF1573!UTM  17      -   0.99997832  x   0.99978589  =   0.99976421
 DF1573
 DF1573:                Primary Azimuth Mark                     Grid Az
 DF1573:SPC GA E     -  HARLEM COMPREHENSIVE SCH TK              011 10 28.0
 DF1573:UTM  17      -  HARLEM COMPREHENSIVE SCH TK              011 49 01.4
 DF1573
 DF1573|---------------------------------------------------------------------|
 DF1573| PID    Reference Object                     Distance      Geod. Az  |
 DF1573|                                                           dddmmss.s |
 DF1573| DF1571 HARLEM COMPREHENSIVE SCH TK         APPROX. 4.2 KM 0110522.7 |
 DF1573| DF2802 13C 23 ECC RM 3                      33.421 METERS 09802     |
 DF1573| DF1572 13C 23 ECC 1934 AZ MK 2             492.416 METERS 0982008.4 |
 DF1573| DF1570 HARLEM E TANK                       APPROX. 1.2 KM 1005855.8 |
 DF1573| DF0184 13C 23 ECC                           59.119 METERS 10109     |
 DF1573| DF1574 13C 23 ECC RM 6                      34.850 METERS 30805     |
 DF1573|---------------------------------------------------------------------|
 DF1573
 DF1573                          SUPERSEDED SURVEY CONTROL
 DF1573
 DF1573  NAD 83(1986)-  33 25 02.02096(N)    082 19 14.32719(W) AD(       ) 1
 DF1573  NAD 27      -  33 25 01.51717(N)    082 19 14.88394(W) AD(       ) 1
 DF1573  NGVD 29 (07/19/86)  167.51   (m)          549.6    (f) LEVELING    3  
 DF1573
 DF1573.Superseded values are not recommended for survey control.
 DF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1573.See file dsdata.txt to determine how the superseded data were derived.
 DF1573
 DF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7721098322(NAD 83)
 DF1573_MARKER: DR = REFERENCE MARK DISK
 DF1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1573_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF1573
 DF1573  HISTORY     - Date     Condition        Report By
 DF1573  HISTORY     - 1980     MONUMENTED       GADT
 DF1573
 DF1573                          STATION DESCRIPTION
 DF1573
 DF1573'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1573'THE STATION IS LOCATED IN HARLEM.
 DF1573'OWNERSHIP--H.D. STAPLE, 2260 LUMPKIN GA. 30906, HOME PHONE
 DF1573'404-793-0511, OFFICE PHONE 404-798-4025.
 DF1573'
 DF1573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1573'HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND U.S. HIGHWAY
 DF1573'221 (STATE ROUTE 47) IN HARLEM, GO WEST ALONG U.S. HIGHWAY 78
 DF1573'FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF W. BOUNDARY STREET TO THE
 DF1573'RIGHT AND THE STATION ON THE RIGHT.
 DF1573'
 DF1573'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 DF1573'STAMPED---13C 23 ECC 1934 NO 5 1980---,
 DF1573'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1573'FLUSH WITH GROUND.  IT IS LOCATED
 DF1573'34.32 METERS (112.6 FT) NORTH FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1573'78,
 DF1573'8.23 METERS (27.00 FT) SOUTH FROM THE SOUTHERNMOST RAIL OF THE
 DF1573'RAILROAD TRACKS,
 DF1573'5.49 METERS (18.00 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 DF1573'OF AN OLD SHED, AND
 DF1573'1.83 METERS (6.000 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1573'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DF1573'STAMPED---13C 23 ECC 1934 NO 5 1980---,
 DF1573'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 DF1573'
 DF1573'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1573'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1560 ***********************************************************************
 DF1560  DESIGNATION -  13C 23 GAGS 1934
 DF1560  PID         -  DF1560
 DF1560  STATE/COUNTY-  GA/COLUMBIA
 DF1560  USGS QUAD   -  HARLEM (1980)
 DF1560
 DF1560                         *CURRENT SURVEY CONTROL
 DF1560  ___________________________________________________________________
 DF1560* NAD 83(1994)-  33 25 01.84439(N)    082 19 11.79798(W)     ADJUSTED  
 DF1560* NAVD 88     -       168.19   (+/-2cm)     551.8    (feet)  VERTCON   
 DF1560  ___________________________________________________________________
 DF1560  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF1560  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF1560
 DF1560  HORZ ORDER  -  SECOND
 DF1560  VERT ORDER  -  THIRD ? (See Below)
 DF1560
 DF1560.The horizontal coordinates were established by classical geodetic methods
 DF1560.and adjusted by the National Geodetic Survey in September 1997..
 DF1560
 DF1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1560.The vertical order pertains to the NGVD 29 superseded value.
 DF1560
 DF1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1560
 DF1560.The geoid height was determined by GEOID03.
 DF1560
 DF1560;                    North         East     Units Scale Factor Converg.
 DF1560;SPC GA E     -   378,875.818   185,744.962   MT  0.99990250   -0 05 03.9
 DF1560;SPC GA E     - 1,243,028.41    609,398.26   sFT  0.99990250   -0 05 03.9
 DF1560;UTM  17      - 3,698,315.608   377,275.586   MT  0.99978569   -0 43 37.3
 DF1560
 DF1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1560!SPC GA E     -   0.99997818  x   0.99990250  =   0.99988068
 DF1560!UTM  17      -   0.99997818  x   0.99978569  =   0.99976387
 DF1560
 DF1560:                Primary Azimuth Mark                     Grid Az
 DF1560:SPC GA E     -  13C 23 ECC 1934 AZ MK                    100 08 45.4
 DF1560:UTM  17      -  13C 23 ECC 1934 AZ MK                    100 47 18.8
 DF1560
 DF1560|---------------------------------------------------------------------|
 DF1560| PID    Reference Object                     Distance      Geod. Az  |
 DF1560|                                                           dddmmss.s |
 DF1560| DF1561 13C 23 ECC 1934 AZ MK               APPROX. 0.9 KM 1000341.5 |
 DF1560| DF0184 13C 23 ECC                            9.645 METERS 23030     |
 DF1560|---------------------------------------------------------------------|
 DF1560
 DF1560                          SUPERSEDED SURVEY CONTROL
 DF1560
 DF1560  NAD 83(1986)-  33 25 01.84923(N)    082 19 11.79404(W) AD(       ) 2
 DF1560  NAD 27      -  33 25 01.34500(N)    082 19 12.35100(W) AD(       ) 2
 DF1560  NGVD 29 (07/19/86)  168.41   (m)          552.5    (f) LEVELING    3  
 DF1560
 DF1560.Superseded values are not recommended for survey control.
 DF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1560.See file dsdata.txt to determine how the superseded data were derived.
 DF1560
 DF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7727698316(NAD 83)
 DF1560_MARKER: Z = SEE DESCRIPTION
 DF1560_SETTING: 0 = UNSPECIFIED SETTING
 DF1560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1560
 DF1560  HISTORY     - Date     Condition        Report By
 DF1560  HISTORY     - 1935     MONUMENTED       GAGS
 DF1560  HISTORY     - 1954     MARK NOT FOUND   CGS
 DF1560
 DF1560                          STATION DESCRIPTION
 DF1560
 DF1560'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF1560'A MONUMENT OF THE GEORGIA GEODETIC SURVEY, 9.645 METERS (31.64
 DF1560'FEET) FROM 13C-23 ECCENTRIC N 50 DEG 30 MIN E.  (SEE
 DF1560'DESCRIPTION THEREOF).
 DF1560
 DF1560                          STATION RECOVERY (1954)
 DF1560
 DF1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1560'THE MARK WAS NOT FOUND AT THIS DATE.  THE STREET, CROSSING THE
 DF1560'RAILROAD TRACKS AT THIS POINT, HAS BEEN WIDENED.  THE MARK IS
 DF1560'PROBABLY BURIED UNDER THE STREET OR DESTROYED WHEN THE STREET WAS
 DF1560'WIDENED.
 DF1560'
 DF1560'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1636 ***********************************************************************
 DF1636  DESIGNATION -  13C 41 ECC
 DF1636  PID         -  DF1636
 DF1636  STATE/COUNTY-  GA/WARREN
 DF1636  USGS QUAD   -  THOMSON WEST (1987)
 DF1636
 DF1636                         *CURRENT SURVEY CONTROL
 DF1636  ___________________________________________________________________
 DF1636* NAD 83(1994)-  33 25 38.74799(N)    082 34 24.43493(W)     ADJUSTED  
 DF1636* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 DF1636  ___________________________________________________________________
 DF1636  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DF1636  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DF1636
 DF1636  HORZ ORDER  -  THIRD
 DF1636
 DF1636.The horizontal coordinates were established by classical geodetic methods
 DF1636.and adjusted by the National Geodetic Survey in September 1997..
 DF1636
 DF1636.The orthometric height was scaled from a topographic map.
 DF1636
 DF1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1636
 DF1636.The geoid height was determined by GEOID03.
 DF1636
 DF1636;                    North         East     Units Scale Factor Converg.
 DF1636;SPC GA E     -   380,076.137   162,172.419   MT  0.99991764   -0 13 26.7
 DF1636;SPC GA E     - 1,246,966.46    532,060.68   sFT  0.99991764   -0 13 26.7
 DF1636;UTM  17      - 3,699,780.151   353,720.002   MT  0.99986381   -0 52 01.0
 DF1636
 DF1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1636!SPC GA E     -   0.99998303  x   0.99991764  =   0.99990067
 DF1636!UTM  17      -   0.99998303  x   0.99986381  =   0.99984684
 DF1636
 DF1636|---------------------------------------------------------------------|
 DF1636| PID    Reference Object                     Distance      Geod. Az  |
 DF1636|                                                           dddmmss.s |
 DF1636| DF2805 13C 41 ECC RM 1                      44.172 METERS 07659     |
 DF1636| DF2806 13C 41 ECC RM 2                      29.297 METERS 16505     |
 DF1636| DF2804 13C 41 ECC AZ MK                                   2440811.2 |
 DF1636| DF1666 13C 49                              APPROX. 6.9 KM 2513730.0 |
 DF1636|---------------------------------------------------------------------|
 DF1636
 DF1636                          SUPERSEDED SURVEY CONTROL
 DF1636
 DF1636  NAD 83(1986)-  33 25 38.75311(N)    082 34 24.43198(W) AD(       ) 3
 DF1636  NAD 27      -  33 25 38.25400(N)    082 34 24.96100(W) AD(       ) 3
 DF1636
 DF1636.Superseded values are not recommended for survey control.
 DF1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1636.See file dsdata.txt to determine how the superseded data were derived.
 DF1636
 DF1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5372099780(NAD 83)
 DF1636_MARKER: DS = TRIANGULATION STATION DISK
 DF1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1636
 DF1636  HISTORY     - Date     Condition        Report By
 DF1636  HISTORY     - 1935     MONUMENTED       CGS
 DF1636  HISTORY     - 1954     GOOD             CGS
 DF1636
 DF1636                          STATION DESCRIPTION
 DF1636
 DF1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1636'ABOUT 5.7 MILES (BY ROAD) WEST OF THOMSON, 5 MILES (BY ROAD) EAST OF
 DF1636'WARRENTON, ON RIGHT-OF-WAY OF STATE HIGHWAY 12, 37 PACES SOUTHWEST
 DF1636'OF SOUTHWEST CORNER OF SPARSE PINE WOODS, 57 FEET NORTH OF CENTER
 DF1636'LINE OF HIGHWAY, 6 PACES NORTH OF TOP OF BANK AND 5 FEET ABOVE ROAD
 DF1636'LEVEL.  TO REACH FROM INTERSECTION OF U.S. HIGHWAY 78 AND STATE
 DF1636'HIGHWAY 12 AT THOMSON, GO WEST ON HIGHWAY FOR 5.0 MILES TO TOP OF
 DF1636'GRADE AND STATION ON RIGHT.  TO REACH FROM COURTHOUSE AT
 DF1636'WARRENTON, GO EAST ON STATE HIGHWAY 12 FOR 5.7 MILES TO STATION ON
 DF1636'LEFT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 DF1636'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 DF1636'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES,
 DF1636'IS ON RIGHT-OF-WAY AND 42 FEET NORTH OF CENTER LINE OF STATE HIGHWAY
 DF1636'12, ABOUT 4 FEET ABOVE ROAD LEVEL ABOUT 3 FEET NORTH OF NORTH EDGE
 DF1636'OF CUT AND 144.92 FEET EAST-NORTHEAST OF STATION N 76 DEG
 DF1636'59 MIN E.  NO. 2 PROJECTS ABOUT 5 INCHES, IS 41 FEET SOUTH OF CENTER
 DF1636'LINE OF HIGHWAY, 10 FEET SOUTH OF SOUTH EDGE OF CUT, ABOUT 4 FEET
 DF1636'ABOVE ROAD LEVEL AND 96.12 FEET SOUTH-SOUTHEAST OF STATION
 DF1636'S 14 DEG 55 MIN E.  AZIMUTH MARK PROJECTS ABOUT 4 INCHES, SAME
 DF1636'ELEVATION AS STATE HIGHWAY 12, OPPOSITE INTERSECTION OF HIGHWAY
 DF1636'WITH FARM LANE LEADING EAST, 16 FEET SOUTH OF WIRE FENCE LINE AND 0.3
 DF1636'MILE WEST-SOUTHWEST OF STATION S 64 DEG 08 MIN W.
 DF1636'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--X (GA. GEOD. S.)
 DF1636'0.5 MILE EAST, N 77 DEG 32 MIN E.  13C-41 (GA. GEOD. S.) (SEE
 DF1636'DESCRIPTION THEREOF) 11.74 FEET SOUTH-SOUTHEAST, S 48 DEG 45 MIN E.
 DF1636
 DF1636                          STATION RECOVERY (1954)
 DF1636
 DF1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1636'THE STATION, REFERENCE MARKS 1 AND 2, AND 13C-41 (GA. GEOD.S.)
 DF1636'TRAVERSE STATION WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DF1636'AZIMUTH MARK WAS FOUND DESTROYED, AND THE DISK RECLAIMED.  THE
 DF1636'PINE-TIMBERED AREA, IN WHICH THE MARK WAS SET, HAS BEEN CLEARED OFF
 DF1636'AND IS NOW A CULTIVATED FIELD.  A NEW DESCRIPTION FOLLOWS--
 DF1636'
 DF1636'THE STATION IS LOCATED 5.35 MI. E ALONG STATE HIGHWAY 12 FROM THE
 DF1636'COURTHOUSE IN WARRENTON, 1.1 MI. E OF THE CONCRETE BRIDGE OVER BIG
 DF1636'BRIAR CREEK, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 12, AT THE S EDGE
 DF1636'OF A CULTIVATED FIELD, AND AT THE E END OF A FLAT-TOPPED HILL.  IT
 DF1636'IS ABOUT 5 FT. HIGHER THAN THE LEVEL OF THE ROAD, 56.5 FT. N OF THE
 DF1636'CENTERLINE OF THE HIGHWAY, AND 16 FT. N OF THE N EDGE OF THE
 DF1636'ROADBANK.  IT IS A STANDARD STATION DISK, STAMPED 13C 41 ECC 1935
 DF1636'AND PROJECTS 6 IN.
 DF1636'
 DF1636'REFERENCE MARK 1 IS 144.92 FT. E-NE OF THE STATION N 76
 DF1636'DEG 59 MIN E, 42 FT. N OF THE CENTERLINE OF THE HIGHWAY, AND 3 FT. N
 DF1636'OF THE N EDGE OF THE BANK.  IT IS ABOUT 4 FT. HIGHER THAN THE LEVEL OF
 DF1636'THE ROAD.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED 13C-41 ECC
 DF1636'NO 1 1935 AND PROJECTS 6 IN.
 DF1636'
 DF1636'REFERENCE MARK 2 IS 96.12 FT. S-SE OF THE STATION S 14
 DF1636'DEG 55 MIN E, 39.5 FT. S OF THE CENTERLINE OF THE HIGHWAY, 6 FT. S OF
 DF1636'THE S EDGE OF THE BANK, AND 5.5 FT. N OF THE TRACK ROAD LEADING SE
 DF1636'TO THE BUILDING IN THE FIELD.  IT IS A STANDARD REFERENCE-MARK DISK,
 DF1636'STAMPED 13C-41 ECC NO 2 1935 AND PROJECTS 6 IN.
 DF1636'
 DF1636'TRAVERSE STATION 13C-41 (GA. GEOD. S.) IS 11.74 FT. E-SE OF THE
 DF1636'STATION S 48 DEG 45 MIN E, 45.5 FT. N OF THE CENTERLINE OF
 DF1636'THE HIGHWAY, 5 FT. N OF THE N EDGE OF THE BANK, 5 FT. HIGHER THAN
 DF1636'THE LEVEL OF THE ROAD, AND 137.70 FT. W OF REFERENCE MARK 1.  IT IS
 DF1636'A STANDARD STATE SURVEY DISK, SET IN THE TOP OF A 6-IN. ROUND
 DF1636'CONCRETE POST FLUSH WITH THE GROUND, AND STAMPED 13C-41 502.71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1666 ***********************************************************************
 DF1666  DESIGNATION -  13C 49
 DF1666  PID         -  DF1666
 DF1666  STATE/COUNTY-  GA/WARREN
 DF1666  USGS QUAD   -  WARRENTON (1987)
 DF1666
 DF1666                         *CURRENT SURVEY CONTROL
 DF1666  ___________________________________________________________________
 DF1666* NAD 83(1994)-  33 24 27.86725(N)    082 38 38.60232(W)     ADJUSTED  
 DF1666* NAVD 88     -       169.70   (+/-2cm)     556.8    (feet)  VERTCON   
 DF1666  ___________________________________________________________________
 DF1666  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DF1666  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF1666
 DF1666  HORZ ORDER  -  THIRD
 DF1666  VERT ORDER  -  THIRD ? (See Below)
 DF1666
 DF1666.The horizontal coordinates were established by classical geodetic methods
 DF1666.and adjusted by the National Geodetic Survey in September 1997..
 DF1666
 DF1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1666.The vertical order pertains to the NGVD 29 superseded value.
 DF1666
 DF1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1666
 DF1666.The geoid height was determined by GEOID03.
 DF1666
 DF1666;                    North         East     Units Scale Factor Converg.
 DF1666;SPC GA E     -   377,920.477   155,596.987   MT  0.99992430   -0 15 46.3
 DF1666;SPC GA E     - 1,239,894.10    510,487.78   sFT  0.99992430   -0 15 46.3
 DF1666;UTM  17      - 3,697,698.475   347,121.100   MT  0.99988815   -0 54 19.4
 DF1666
 DF1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1666!SPC GA E     -   0.99997784  x   0.99992430  =   0.99990214
 DF1666!UTM  17      -   0.99997784  x   0.99988815  =   0.99986599
 DF1666
 DF1666|---------------------------------------------------------------------|
 DF1666| PID    Reference Object                     Distance      Geod. Az  |
 DF1666|                                                           dddmmss.s |
 DF1666| DF2808 13C 49 RM 2                          42.361 METERS 06003     |
 DF1666| DF1668 WARRENTON MAGNETIC                  APPROX. 1.8 KM 2343944.9 |
 DF1666| DF1667 WARRENTON MUNICIPAL TANK            APPROX. 1.8 KM 2710117.2 |
 DF1666| DF2807 13C 49 RM 1                          29.825 METERS 32719     |
 DF1666|---------------------------------------------------------------------|
 DF1666
 DF1666                          SUPERSEDED SURVEY CONTROL
 DF1666
 DF1666  NAD 83(1986)-  33 24 27.87233(N)    082 38 38.59959(W) AD(       ) 3
 DF1666  NAD 27      -  33 24 27.37000(N)    082 38 39.12300(W) AD(       ) 3
 DF1666  NGVD 29 (07/19/86)  169.89   (m)          557.4    (f) LEVELING    3  
 DF1666
 DF1666.Superseded values are not recommended for survey control.
 DF1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1666.See file dsdata.txt to determine how the superseded data were derived.
 DF1666
 DF1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4712197698(NAD 83)
 DF1666_MARKER: DD = SURVEY DISK
 DF1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1666
 DF1666  HISTORY     - Date     Condition        Report By
 DF1666  HISTORY     - 1935     MONUMENTED       GAGS
 DF1666  HISTORY     - 1954     POOR             CGS
 DF1666
 DF1666                          STATION DESCRIPTION
 DF1666
 DF1666'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF1666'ABOUT 1.1 MILES EAST OF COURTHOUSE IN WARRENTON, ON RIGHT-OF-WAY OF
 DF1666'STATE HIGHWAY 12, ABOUT 0.2 MILE WEST OF SAVANNAH AND ATLANTA
 DF1666'RAILWAY UNDERPASS, 46 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND
 DF1666'6.4 FEET NORTHWEST OF EAST-WEST WIRE FENCE LINE.  STATION IS A STATE
 DF1666'SURVEY STANDARD DISK SET IN 6-INCH CONCRETE CYLINDER, AND PROJECTS
 DF1666'ABOUT 1 INCH.  REFERENCE MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 DF1666'MONUMENTS.  AZIMUTH MARK IS A STATE SURVEY STANDARD DISK SET IN 6-INCH
 DF1666'CONCRETE CYLINDER AND PROJECTS ABOUT 1 INCH.  REFERENCE MARK NO. 1
 DF1666'IS 17 PACES NORTHWEST OF CENTER LINE OF STATE HIGHWAY 12, 12 INCHES
 DF1666'SOUTH OF EAST-WEST FENCE LINE AND 97.85 FEET NORTHWEST OF STATION
 DF1666'N 32 DEG 41 MIN W.  NO.  2 IS 19 PACES SOUTHEAST OF CENTER
 DF1666'LINE OF HIGHWAY, 18 INCHES NORTHWEST OF EAST-WEST FENCE LINE AND
 DF1666'138.98 FEET EAST-NORTHEAST OF STATION N 60 DEG 03 MIN E.
 DF1666'13C-49A (GA. GEOD. S.) (AZIMUTH MARK) IS 23 PACES WEST OF SIGN SIDE
 DF1666'ROAD RIGHT, 1-1/2 PACES SOUTH OF SOUTH EDGE OF HIGHWAY PAVEMENT AND
 DF1666'0.25 MILE WEST OF STATION S 77 DEG 08 MIN W.
 DF1666'13C-48 (GA. GEOD. S.) (SEE DESCRIPTION THEREOF) IS 0.2 MILE EAST OF
 DF1666'STATION N 51 DEG 17 MIN E.
 DF1666
 DF1666                          STATION RECOVERY (1954)
 DF1666
 DF1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1666'THE STATION MARK WAS FOUND DESTROYED.  THE TOP OF THE POST HAD BEEN
 DF1666'BROKEN OFF.  THE STATION COULD NOT BE RESET AS NO SUBSURFACE MARK
 DF1666'WAS SET FOR THESE STATIONS.  BOTH THE REFERENCE MARKS WERE FOUND
 DF1666'DESTROYED AND LYING ON THEIR SIDES.  THE DISKS WERE RECLAIMED.  THE
 DF1666'MARKS WERE ORIGINALLY SET IN A NARROW STRIP OF LAND BETWEEN THE
 DF1666'HIGHWAY AND A FIELD, AND THIS NARROW STRIP HAS BEEN CLEANED UP AND
 DF1666'IS NOW IN CULTIVATION.  THE AZIMUTH MARK, TRAVERSE MARK 13C-49A (GA.
 DF1666'GEOD. S.), WAS NOT LOCATED AT THIS DATE AND WAS EVIDENTLY DESTROYED
 DF1666'BY WORK DONE ALONG THE HIGHWAY.  13C-48 (GA. GEOD. S.) WAS NOT
 DF1666'LOCATED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1065 ***********************************************************************
 DF1065  DESIGNATION -  14 DOP USGS
 DF1065  PID         -  DF1065
 DF1065  STATE/COUNTY-  GA/HANCOCK
 DF1065  USGS QUAD   -  DEVEREUX (1972)
 DF1065
 DF1065                         *CURRENT SURVEY CONTROL
 DF1065  ___________________________________________________________________
 DF1065* NAD 83(1986)-  33 09 44.     (N)    083 04 48.     (W)     SCALED    
 DF1065* NAVD 88     -       166.445  (meters)     546.08   (feet)  ADJUSTED  
 DF1065  ___________________________________________________________________
 DF1065  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF1065  DYNAMIC HT  -         166.265 (meters)     545.49  (feet)  COMP
 DF1065  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DF1065
 DF1065  VERT ORDER  -  FIRST     CLASS II
 DF1065
 DF1065.The horizontal coordinates were scaled from a topographic map and have
 DF1065.an estimated accuracy of +/- 6 seconds.
 DF1065
 DF1065.The orthometric height was determined by differential leveling
 DF1065.and adjusted by the National Geodetic Survey in June 1991..
 DF1065
 DF1065.The geoid height was determined by GEOID03.
 DF1065
 DF1065.The dynamic height is computed by dividing the NAVD 88
 DF1065.geopotential number by the normal gravity value computed on the
 DF1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1065.degrees latitude (g = 980.6199 gals.).
 DF1065
 DF1065.The modeled gravity was interpolated from observed gravity values.
 DF1065
 DF1065;                    North         East    Units  Estimated Accuracy
 DF1065;SPC GA E     -   350,960.      114,810.      MT  (+/- 180 meters Scaled)
 DF1065
 DF1065                          SUPERSEDED SURVEY CONTROL
 DF1065
 DF1065.No superseded survey control is available for this station.
 DF1065
 DF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS060711(NAD 83)
 DF1065_MARKER: DD = SURVEY DISK
 DF1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF1065_SP_SET: CULVERT
 DF1065_STAMPING: 14 DOP 1972 547 FT.
 DF1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1065
 DF1065  HISTORY     - Date     Condition        Report By
 DF1065  HISTORY     - 1972     MONUMENTED       USGS
 DF1065  HISTORY     - 1979     GOOD             NGS
 DF1065
 DF1065                          STATION DESCRIPTION
 DF1065
 DF1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1065'12.5 MI NE FROM MILLEDGEVILLE.
 DF1065'12.5 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 DF1065'MILLEDGEVILLE TO THE MARK ON THE LEFT, SET IN THE TOP CENTER OF NORTH
 DF1065'CONCRETE CULVERT UNDER HIGHWAY, 28 FEET NORTHWEST OF THE CENTERLINE
 DF1065'OF HIGHWAY, 13.5 FEET NORTHEAST OF A POWER POLE.
 DF1065'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 DF1065'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0633 ***********************************************************************
 DF0633  DESIGNATION -  14 E 21
 DF0633  PID         -  DF0633
 DF0633  STATE/COUNTY-  GA/BUTTS
 DF0633  USGS QUAD   -  JACKSON (1985)
 DF0633
 DF0633                         *CURRENT SURVEY CONTROL
 DF0633  ___________________________________________________________________
 DF0633* NAD 83(1986)-  33 17 18.     (N)    083 54 44.     (W)     SCALED    
 DF0633* NAVD 88     -       215.666  (meters)     707.56   (feet)  ADJUSTED  
 DF0633  ___________________________________________________________________
 DF0633  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF0633  DYNAMIC HT  -         215.426 (meters)     706.78  (feet)  COMP
 DF0633  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DF0633
 DF0633  VERT ORDER  -  SECOND    CLASS 0
 DF0633
 DF0633.The horizontal coordinates were scaled from a topographic map and have
 DF0633.an estimated accuracy of +/- 6 seconds.
 DF0633
 DF0633.The orthometric height was determined by differential leveling
 DF0633.and adjusted by the National Geodetic Survey in June 1991..
 DF0633
 DF0633.The geoid height was determined by GEOID03.
 DF0633
 DF0633.The dynamic height is computed by dividing the NAVD 88
 DF0633.geopotential number by the normal gravity value computed on the
 DF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0633.degrees latitude (g = 980.6199 gals.).
 DF0633
 DF0633.The modeled gravity was interpolated from observed gravity values.
 DF0633
 DF0633;                    North         East    Units  Estimated Accuracy
 DF0633;SPC GA W     -   364,610.      723,700.      MT  (+/- 180 meters Scaled)
 DF0633
 DF0633                          SUPERSEDED SURVEY CONTROL
 DF0633
 DF0633  NGVD 29 (??/??/92)  215.702  (m)          707.68   (f) ADJ UNCH    2 0
 DF0633
 DF0633.Superseded values are not recommended for survey control.
 DF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0633.See file dsdata.txt to determine how the superseded data were derived.
 DF0633
 DF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS287870(NAD 83)
 DF0633_MARKER: DD = SURVEY DISK
 DF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0633_STAMPING: 14 E 21
 DF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0633+STABILITY: SURFACE MOTION
 DF0633
 DF0633  HISTORY     - Date     Condition        Report By
 DF0633  HISTORY     - UNK      MONUMENTED       GAGS
 DF0633  HISTORY     - 1958     GOOD             NGS
 DF0633
 DF0633                          STATION DESCRIPTION
 DF0633
 DF0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0633'3.2 MI E FROM JACKSON.
 DF0633'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE
 DF0633'AT JACKSON, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 26
 DF0633'FEET EAST-SOUTHEAST OF A FENCE CORNER POST, 13 FEET SOUTH OF THE
 DF0633'SOUTH LEG OF POWER TRANSFORMER POLE 48, 21 FEET WEST-SOUTHWEST OF
 DF0633'Z 229, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 DF0633'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2251 ***********************************************************************
 BT2251  DESIGNATION -  14 NDS
 BT2251  PID         -  BT2251
 BT2251  STATE/COUNTY-  GA/DOUGHERTY
 BT2251  USGS QUAD   -  PRETORIA (1988)
 BT2251
 BT2251                         *CURRENT SURVEY CONTROL
 BT2251  ___________________________________________________________________
 BT2251* NAD 83(1994)-  31 33 34.44894(N)    084 18 12.58787(W)     ADJUSTED  
 BT2251* NAVD 88     -        59.494  (meters)     195.19   (feet)  ADJUSTED  
 BT2251  ___________________________________________________________________
 BT2251  X           -     539,949.815 (meters)                     COMP
 BT2251  Y           -  -5,412,942.048 (meters)                     COMP
 BT2251  Z           -   3,318,933.910 (meters)                     COMP
 BT2251  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BT2251  ELLIP HEIGHT-          32.57  (meters)          (09/03/97) GPS OBS
 BT2251  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BT2251  DYNAMIC HT  -          59.423 (meters)     194.96  (feet)  COMP
 BT2251  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 BT2251
 BT2251  HORZ ORDER  -  FIRST
 BT2251  VERT ORDER  -  SECOND    CLASS II
 BT2251  ELLP ORDER  -  FOURTH    CLASS II
 BT2251
 BT2251.The horizontal coordinates were established by GPS observations
 BT2251.and adjusted by the National Geodetic Survey in September 1997..
 BT2251
 BT2251.The orthometric height was determined by differential leveling
 BT2251.and adjusted by the National Geodetic Survey in November 1996..
 BT2251
 BT2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2251
 BT2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2251
 BT2251.The ellipsoidal height was determined by GPS observations
 BT2251.and is referenced to NAD 83.
 BT2251
 BT2251.The geoid height was determined by GEOID03.
 BT2251
 BT2251.The dynamic height is computed by dividing the NAVD 88
 BT2251.geopotential number by the normal gravity value computed on the
 BT2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2251.degrees latitude (g = 980.6199 gals.).
 BT2251
 BT2251.The modeled gravity was interpolated from observed gravity values.
 BT2251
 BT2251;                    North         East     Units Scale Factor Converg.
 BT2251;SPC GA W     -   172,893.585   687,010.378   MT  0.99990208   -0 04 17.8
 BT2251;SPC GA W     -   567,235.04  2,253,966.55   sFT  0.99990208   -0 04 17.8
 BT2251;UTM  16      - 3,494,772.696   755,952.160   MT  1.00040808   +1 24 43.5
 BT2251
 BT2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2251!SPC GA W     -   0.99999489  x   0.99990208  =   0.99989697
 BT2251!UTM  16      -   0.99999489  x   1.00040808  =   1.00040296
 BT2251
 BT2251                          SUPERSEDED SURVEY CONTROL
 BT2251
 BT2251  NAD 83(1986)-  31 33 34.45533(N)    084 18 12.59401(W) AD(       ) 1
 BT2251  NGVD 29 (03/24/92)   59.6    (m)          196.     (f) GPS OBS        
 BT2251
 BT2251.Superseded values are not recommended for survey control.
 BT2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2251.See file dsdata.txt to determine how the superseded data were derived.
 BT2251
 BT2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5595294773(NAD 83)
 BT2251_MARKER: A = ALUMINUM MARKER
 BT2251_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2251_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2251_STAMPING: 14 NDS 1987
 BT2251_MARK LOGO: ALBDOU
 BT2251_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2251+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 BT2251
 BT2251  HISTORY     - Date     Condition        Report By
 BT2251  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2251  HISTORY     - 19890312 GOOD
 BT2251  HISTORY     - 19900301 GOOD             HOBBS
 BT2251
 BT2251                          STATION DESCRIPTION
 BT2251
 BT2251'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2251'STATION LOCATED IN WESTERN DOUGHERTY COUNTY, GEORGIA.
 BT2251'TO REACH---STATION IS 2.1 MI (3.38 KM) SOUTH ON EIGHT MILE ROAD FROM
 BT2251'ITS JUNCTION WITH GILLIONVILLE ROAD, ON RIGHT, 31.5 FT (9.60 M)
 BT2251'NORTHWEST OF CENTERLINE OF EIGHT MILE ROAD, 45.7 FT (13.93 M) SOUTH
 BT2251'OF CORNER FENCE POST, 47.1 FT (14.36 M) SOUTH OF SOUTH END OF 15-INCH
 BT2251'DRAIN PIPE UNDER DIRT DRIVEWAY TO THE WEST.
 BT2251'STATION IS SET ATOP AN ALUMINUM ROD DRIVEN TO REFUSAL AND ENCASED IN A
 BT2251'ROUND CAST IRON WATER VALVE BOX WITH LID, ACTUAL MARK ABOUT 1.1 FT
 BT2251'(0.34 M) BELOW GROUND SURFACE.
 BT2251
 BT2251                          STATION RECOVERY (1989)
 BT2251
 BT2251'RECOVERED 1989
 BT2251'RECOVERED IN GOOD CONDITION.
 BT2251
 BT2251                          STATION RECOVERY (1990)
 BT2251
 BT2251'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2251'STATION LOCATED IN WESTERN DOUGHERTY COUNTY, 2.1 MI (3.4 KM) SOUTH ON
 BT2251'EIGHT MILE ROAD FROM ITS JUNCTION WITH GILLIONVILLE ROAD, ON THE
 BT2251'RIGHT, 31.5 FT (9.6 M) NORTHWEST OF CENTERLINE OF EIGHT MILE ROAD,
 BT2251'45.7 FT (13.9 M) SOUTH OF CORNER FENCE POST, 47.1 FT (14.4 M) SOUTH OF
 BT2251'SOUTH END OF 15-INCH DRAIN PIPE UNDER DIRT DRIVEWAY TO THE WEST. DISK
 BT2251'SET ATOP AN ALUMINUM ROD DRIVEN TO REFUSAL AND ENCASED IN A ROUND CAST
 BT2251'IRON WATER VALVE BOX WITH LID, ABOUT 1.1 FT (0.3 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3030 ***********************************************************************
 AB3030  DESIGNATION -  14 R 2 RESET
 AB3030  PID         -  AB3030
 AB3030  STATE/COUNTY-  GA/RICHMOND
 AB3030  USGS QUAD   -  AUGUSTA EAST (1981)
 AB3030
 AB3030                         *CURRENT SURVEY CONTROL
 AB3030  ___________________________________________________________________
 AB3030* NAD 83(1986)-  33 28 10.     (N)    081 57 20.     (W)     SCALED    
 AB3030* NAVD 88     -        41.080  (meters)     134.78   (feet)  ADJUSTED  
 AB3030  ___________________________________________________________________
 AB3030  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AB3030  DYNAMIC HT  -          41.036 (meters)     134.63  (feet)  COMP
 AB3030  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 AB3030
 AB3030  VERT ORDER  -  SECOND    CLASS I
 AB3030
 AB3030.The horizontal coordinates were scaled from a topographic map and have
 AB3030.an estimated accuracy of +/- 6 seconds.
 AB3030
 AB3030.The orthometric height was determined by differential leveling
 AB3030.and adjusted by the National Geodetic Survey in April 1998..
 AB3030
 AB3030.The geoid height was determined by GEOID03.
 AB3030
 AB3030.The dynamic height is computed by dividing the NAVD 88
 AB3030.geopotential number by the normal gravity value computed on the
 AB3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3030.degrees latitude (g = 980.6199 gals.).
 AB3030
 AB3030.The modeled gravity was interpolated from observed gravity values.
 AB3030
 AB3030;                    North         East    Units  Estimated Accuracy
 AB3030;SPC GA E     -   384,680.      219,620.      MT  (+/- 180 meters Scaled)
 AB3030
 AB3030                          SUPERSEDED SURVEY CONTROL
 AB3030
 AB3030.No superseded survey control is available for this station.
 AB3030
 AB3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT112037(NAD 83)
 AB3030_MARKER: DD = SURVEY DISK
 AB3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3030_STAMPING: 14 R 2 RESET 1991
 AB3030_MARK LOGO: GAGS  
 AB3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3030+STABILITY: SURFACE MOTION
 AB3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3030+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB3030
 AB3030  HISTORY     - Date     Condition        Report By
 AB3030  HISTORY     - 1991     MONUMENTED       NGS
 AB3030
 AB3030                          STATION DESCRIPTION
 AB3030
 AB3030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 AB3030'IN AUGUSTA, 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM THE
 AB3030'SOUTHWEST END OF THE BRIDGE OVER THE SAVANNAH RIVER, THENCE 0.1 MILE
 AB3030'SOUTHEAST ALONG GREEN STREET, IN THE PARK BETWEEN THE LANES OF GREENE
 AB3030'STREET BETWEEN 3RD AND 4TH STREETS AT A LARGE STONE MONUMENT, ACROSS
 AB3030'FROM A SCHOOL ON NORTH SIDE OF GREENE AND TELFAIR INN ON SOUTH SIDE,
 AB3030'ABOUT THREE FEET ABOVE STREET AND WITHIN A SECTION OF CORRUGATED PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0431 ***********************************************************************
 DG0431  DESIGNATION -  140 C OF A
 DG0431  PID         -  DG0431
 DG0431  STATE/COUNTY-  GA/DE KALB
 DG0431  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0431
 DG0431                         *CURRENT SURVEY CONTROL
 DG0431  ___________________________________________________________________
 DG0431* NAD 83(1986)-  33 49 31.     (N)    084 11 36.     (W)     SCALED    
 DG0431* NAVD 88     -       322.580  (meters)    1058.33   (feet)  ADJUSTED  
 DG0431  ___________________________________________________________________
 DG0431  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG0431  DYNAMIC HT  -         322.224 (meters)    1057.16  (feet)  COMP
 DG0431  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 DG0431
 DG0431  VERT ORDER  -  SECOND    CLASS 0
 DG0431
 DG0431.The horizontal coordinates were scaled from a topographic map and have
 DG0431.an estimated accuracy of +/- 6 seconds.
 DG0431
 DG0431.The orthometric height was determined by differential leveling
 DG0431.and adjusted by the National Geodetic Survey in June 1991..
 DG0431
 DG0431.The geoid height was determined by GEOID03.
 DG0431
 DG0431.The dynamic height is computed by dividing the NAVD 88
 DG0431.geopotential number by the normal gravity value computed on the
 DG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0431.degrees latitude (g = 980.6199 gals.).
 DG0431
 DG0431.The modeled gravity was interpolated from observed gravity values.
 DG0431
 DG0431;                    North         East    Units  Estimated Accuracy
 DG0431;SPC GA W     -   424,130.      697,530.      MT  (+/- 180 meters Scaled)
 DG0431
 DG0431                          SUPERSEDED SURVEY CONTROL
 DG0431
 DG0431  NGVD 29 (??/??/92)  322.519  (m)         1058.13   (f) ADJ UNCH    2 0
 DG0431
 DG0431.Superseded values are not recommended for survey control.
 DG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0431.See file dsdata.txt to determine how the superseded data were derived.
 DG0431
 DG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC597463(NAD 83)
 DG0431_MARKER: DD = SURVEY DISK
 DG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0431_STAMPING: 140 1927 1058.131
 DG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0431+STABILITY: SURFACE MOTION
 DG0431
 DG0431  HISTORY     - Date     Condition        Report By
 DG0431  HISTORY     - 1927     MONUMENTED       GA0280
 DG0431  HISTORY     - 1953     GOOD             NGS
 DG0431
 DG0431                          STATION DESCRIPTION
 DG0431
 DG0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0431'1.9 MI NW FROM STONE MOUNTAIN.
 DG0431'LOCATED 1.9 MILE NORTHWEST ALONG THE GEORGIA RAILROAD FROM THE
 DG0431'STATION IN STONE MOUNTAIN, IN THE NORTHEAST ANGLE OF THE
 DG0431'INTERSECTION OF THE TUCKER STONE MOUNTAIN ROAD AND STONE MOUNTAIN
 DG0431'ROAD.  IT IS 18 FEET EAST OF THE EAST CURB OF THE TUCKER STONE
 DG0431'MOUNTAIN ROAD, 1.5 FEET NORTH OF THE NORTH CURB OF STONE MOUNTAIN
 DG0431'ROAD AND 9.3 SOUTHEAST OF POWER LINE POLE NO. 416.  IT IS A
 DG0431'CITY OF ATLANTA STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 DG0431'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0609 ***********************************************************************
 ED0609  DESIGNATION -  140 CMN USGS
 ED0609  PID         -  ED0609
 ED0609  STATE/COUNTY-  GA/HALL
 ED0609  USGS QUAD   -  GAINESVILLE (1985)
 ED0609
 ED0609                         *CURRENT SURVEY CONTROL
 ED0609  ___________________________________________________________________
 ED0609* NAD 83(1986)-  34 19 28.     (N)    083 47 37.     (W)     SCALED    
 ED0609* NAVD 88     -       367.896  (meters)    1207.01   (feet)  ADJUSTED  
 ED0609  ___________________________________________________________________
 ED0609  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ED0609  DYNAMIC HT  -         367.501 (meters)    1205.71  (feet)  COMP
 ED0609  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 ED0609
 ED0609  VERT ORDER  -  FIRST     CLASS II
 ED0609
 ED0609.The horizontal coordinates were scaled from a topographic map and have
 ED0609.an estimated accuracy of +/- 6 seconds.
 ED0609
 ED0609.The orthometric height was determined by differential leveling
 ED0609.and adjusted by the National Geodetic Survey in June 1991..
 ED0609
 ED0609.The geoid height was determined by GEOID03.
 ED0609
 ED0609.The dynamic height is computed by dividing the NAVD 88
 ED0609.geopotential number by the normal gravity value computed on the
 ED0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0609.degrees latitude (g = 980.6199 gals.).
 ED0609
 ED0609.The modeled gravity was interpolated from observed gravity values.
 ED0609
 ED0609;                    North         East    Units  Estimated Accuracy
 ED0609;SPC GA W     -   479,550.      734,330.      MT  (+/- 180 meters Scaled)
 ED0609
 ED0609                          SUPERSEDED SURVEY CONTROL
 ED0609
 ED0609  NGVD 29 (12/12/91)  367.871  (m)         1206.92   (f) ADJUSTED    1 2
 ED0609
 ED0609.Superseded values are not recommended for survey control.
 ED0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0609.See file dsdata.txt to determine how the superseded data were derived.
 ED0609
 ED0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU429016(NAD 83)
 ED0609_MARKER: DD = SURVEY DISK
 ED0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0609_STAMPING: 1207 140 CMN 1957
 ED0609_MARK LOGO: USGS  
 ED0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0609+STABILITY: SURFACE MOTION
 ED0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0609+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 ED0609
 ED0609  HISTORY     - Date     Condition        Report By
 ED0609  HISTORY     - 1957     MONUMENTED       USGS
 ED0609  HISTORY     - 1960     GOOD             NGS
 ED0609  HISTORY     - 1960     GOOD             NGS
 ED0609  HISTORY     - 1976     GOOD             NGS
 ED0609  HISTORY     - 1982     GOOD             NGS
 ED0609  HISTORY     - 20020812 GOOD             GADT
 ED0609
 ED0609                          STATION DESCRIPTION
 ED0609
 ED0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0609'3.1 MI NE FROM GAINESVILLE.
 ED0609'ABOUT 3.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0609'STATION AT GAINESVILLE, 0.5 MILE SOUTH OF MILEPOST 581, 149 YARDS
 ED0609'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF FAITH BAPTIST CHURCH
 ED0609'(RED BRICK BUILDING), 127 YARDS SOUTH OF THE CROSSING OF A BLACK
 ED0609'TOP ROAD, 39 FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND MAIN
 ED0609'TRACK, 24 FEET EAST OF THE CENTER LINE OF BLACK TOP ROAD AND
 ED0609'CENTER OF JUNCTION OF A GRADED DIRT ROAD LEADING NORTHWEST, 63 1/2
 ED0609'FEET EAST OF AND ACROSS THE ROAD FROM A METAL AMOCO SIGN, 1.2 FEET
 ED0609'NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE BLACK TOP
 ED0609'ROAD, 5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 ED0609'CONCRETE POST PROJECTING 5 INCHES.
 ED0609
 ED0609                          STATION RECOVERY (1960)
 ED0609
 ED0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 ED0609'RECOVERED IN GOOD CONDITION.
 ED0609
 ED0609                          STATION RECOVERY (1976)
 ED0609
 ED0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0609'ABOUT 3.1 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 ED0609'AT GAINESVILLE 0.5 MILE SOUTH OF MILEPOST 581, 149 YARDS NORTH
 ED0609'NORTHEAST OF THE NORTHEAST CORNER OF FAITH BAPTIST CHURCH, 127 YARDS
 ED0609'SOUTH OF THE CROSSING OF WHITE SULPHUR RD, 39 FEET WEST OF THE WEST
 ED0609'RAIL OF THE SOUTH ROUND TRACK, 24 FEET EAST OF THE CENTER LINE OF
 ED0609'WHITE SULPHUR RD AND CENTER OF PINE VALLEY RD 1.2 FEET NORTH OF A
 ED0609'STEEL WITNESS POST ABOUT LEVEL WITH WHITE SULPHUR RD, 5 FEET ABOVE
 ED0609'LEVEL OF TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 5
 ED0609'INCHES.
 ED0609
 ED0609                          STATION RECOVERY (1982)
 ED0609
 ED0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0609'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE
 ED0609'EXCEPT THAT THE SIGN REFERRED TO THEREIN NO LONGER EXISTS.
 ED0609
 ED0609                          STATION RECOVERY (2002)
 ED0609
 ED0609'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 ED0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0263 ***********************************************************************
 DF0263  DESIGNATION -  140.7 USGS
 DF0263  PID         -  DF0263
 DF0263  STATE/COUNTY-  GA/RICHMOND
 DF0263  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0263
 DF0263                         *CURRENT SURVEY CONTROL
 DF0263  ___________________________________________________________________
 DF0263* NAD 83(1986)-  33 24 59.     (N)    082 01 27.     (W)     SCALED    
 DF0263* NAVD 88     -        42.65   (+/-2cm)     139.9    (feet)  VERTCON   
 DF0263  ___________________________________________________________________
 DF0263  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF0263
 DF0263  VERT ORDER  -  ? (See Below)
 DF0263
 DF0263.The horizontal coordinates were scaled from a topographic map and have
 DF0263.an estimated accuracy of +/- 6 seconds.
 DF0263
 DF0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0263.The vertical order pertains to the NGVD 29 superseded value.
 DF0263
 DF0263.The geoid height was determined by GEOID03.
 DF0263
 DF0263;                    North         East    Units  Estimated Accuracy
 DF0263;SPC GA E     -   378,790.      213,250.      MT  (+/- 180 meters Scaled)
 DF0263
 DF0263                          SUPERSEDED SURVEY CONTROL
 DF0263
 DF0263  NGVD 29 (??/??/92)   42.881  (m)          140.69   (f) ADJ UNCH    ?  
 DF0263
 DF0263.Superseded values are not recommended for survey control.
 DF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0263.See file dsdata.txt to determine how the superseded data were derived.
 DF0263
 DF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS047979(NAD 83)
 DF0263_MARKER: P = PIPE CAP
 DF0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0263_STAMPING: 140.685
 DF0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0263
 DF0263  HISTORY     - Date     Condition        Report By
 DF0263  HISTORY     - UNK      MONUMENTED       USGS
 DF0263  HISTORY     - 1955     GOOD             NGS
 DF0263  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0263
 DF0263                          STATION DESCRIPTION
 DF0263
 DF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0263'4.5 MI S FROM AUGUSTA.
 DF0263'ABOUT 4.5 MILES SOUTHERLY ALONG THE GEORGIA AND FLORIDA RAILROAD
 DF0263'FROM THE FREIGHT STATION AT AUGUSTA, RICHMOND COUNTY, ABOUT 0.1
 DF0263'MILE S OF THE GRADE CROSSING OF NO. 56 GEORGIA HIGHWAY WHICH IS AT
 DF0263'NO. 246 RAILROAD MILEPOST, ABOUT 700 YARDS W OF THE SAID HIGHWAY,
 DF0263'24 FEET S OF THE CENTER OF LUMKIN ROAD, 9.0 FEET W OF W RAIL, AND
 DF0263'0.3 FEET LOWER THAN TOP OF SAME.  A STANDARD U.S. GEOLOGICAL SURVEY
 DF0263'CAPPED-PIPE MONUMENT IS STAMPED 140.685 AND PROJECTS 0.3 FOOT.
 DF0263
 DF0263                          STATION RECOVERY (1979)
 DF0263
 DF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0430 ***********************************************************************
 DG0430  DESIGNATION -  141 C OF A
 DG0430  PID         -  DG0430
 DG0430  STATE/COUNTY-  GA/DE KALB
 DG0430  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0430
 DG0430                         *CURRENT SURVEY CONTROL
 DG0430  ___________________________________________________________________
 DG0430* NAD 83(1986)-  33 48 52.     (N)    084 10 44.     (W)     SCALED    
 DG0430* NAVD 88     -       318.711  (meters)    1045.64   (feet)  ADJUSTED  
 DG0430  ___________________________________________________________________
 DG0430  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DG0430  DYNAMIC HT  -         318.360 (meters)    1044.49  (feet)  COMP
 DG0430  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DG0430
 DG0430  VERT ORDER  -  SECOND    CLASS 0
 DG0430
 DG0430.The horizontal coordinates were scaled from a topographic map and have
 DG0430.an estimated accuracy of +/- 6 seconds.
 DG0430
 DG0430.The orthometric height was determined by differential leveling
 DG0430.and adjusted by the National Geodetic Survey in June 1991..
 DG0430
 DG0430.The geoid height was determined by GEOID03.
 DG0430
 DG0430.The dynamic height is computed by dividing the NAVD 88
 DG0430.geopotential number by the normal gravity value computed on the
 DG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0430.degrees latitude (g = 980.6199 gals.).
 DG0430
 DG0430.The modeled gravity was interpolated from observed gravity values.
 DG0430
 DG0430;                    North         East    Units  Estimated Accuracy
 DG0430;SPC GA W     -   422,920.      698,870.      MT  (+/- 180 meters Scaled)
 DG0430
 DG0430                          SUPERSEDED SURVEY CONTROL
 DG0430
 DG0430  NGVD 29 (??/??/92)  318.654  (m)         1045.45   (f) ADJ UNCH    2 0
 DG0430
 DG0430.Superseded values are not recommended for survey control.
 DG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0430.See file dsdata.txt to determine how the superseded data were derived.
 DG0430
 DG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC611451(NAD 83)
 DG0430_MARKER: DD = SURVEY DISK
 DG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0430_STAMPING: 141 1927 1045.451
 DG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0430+STABILITY: SURFACE MOTION
 DG0430
 DG0430  HISTORY     - Date     Condition        Report By
 DG0430  HISTORY     - 1927     MONUMENTED       GA0280
 DG0430  HISTORY     - 1953     GOOD             NGS
 DG0430
 DG0430                          STATION DESCRIPTION
 DG0430
 DG0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0430'0.7 MI NW FROM STONE MOUNTAIN.
 DG0430'LOCATED 0.7 MILE NORTHWEST ALONG THE GEORGIA RAILROAD, BETWEEN
 DG0430'THE RAILROAD AND STONE MOUNTAIN ROAD, NEAR A BUS STOP.  IT IS 1
 DG0430'FOOT SOUTH OF THE SOUTH CURB OF STONE MOUNTAIN ROAD, 1.5 FEET NORTH
 DG0430'OF A 6-INCH SQUARE CONCRETE POST PROJECTING 3 FEET, 51 FEET
 DG0430'NORTH OF THE NORTH RAIL OF THE TRACK, 63 FEET EAST OF POWER LINE
 DG0430'POLE NO 155, 15 FEET WEST OF THE EXTENDED TANGENT OF THE WEST
 DG0430'SIDE OF THE STREET LEADING NORTH AND 1.5 FEET EAST OF A PATH
 DG0430'LEADING SOUTH.  IT IS A CITY OF ATLANTA STANDARD DISK SET IN THE
 DG0430'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0427 ***********************************************************************
 DG0427  DESIGNATION -  142 C OF A
 DG0427  PID         -  DG0427
 DG0427  STATE/COUNTY-  GA/DE KALB
 DG0427  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0427
 DG0427                         *CURRENT SURVEY CONTROL
 DG0427  ___________________________________________________________________
 DG0427* NAD 83(1986)-  33 48 29.     (N)    084 10 14.     (W)     SCALED    
 DG0427* NAVD 88     -       318.016  (meters)    1043.36   (feet)  ADJUSTED  
 DG0427  ___________________________________________________________________
 DG0427  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG0427  DYNAMIC HT  -         317.666 (meters)    1042.21  (feet)  COMP
 DG0427  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DG0427
 DG0427  VERT ORDER  -  SECOND    CLASS 0
 DG0427
 DG0427.The horizontal coordinates were scaled from a topographic map and have
 DG0427.an estimated accuracy of +/- 6 seconds.
 DG0427
 DG0427.The orthometric height was determined by differential leveling
 DG0427.and adjusted by the National Geodetic Survey in June 1991..
 DG0427
 DG0427.The geoid height was determined by GEOID03.
 DG0427
 DG0427.The dynamic height is computed by dividing the NAVD 88
 DG0427.geopotential number by the normal gravity value computed on the
 DG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0427.degrees latitude (g = 980.6199 gals.).
 DG0427
 DG0427.The modeled gravity was interpolated from observed gravity values.
 DG0427
 DG0427;                    North         East    Units  Estimated Accuracy
 DG0427;SPC GA W     -   422,220.      699,640.      MT  (+/- 180 meters Scaled)
 DG0427
 DG0427                          SUPERSEDED SURVEY CONTROL
 DG0427
 DG0427  NGVD 29 (??/??/92)  317.96   (m)         1043.2    (f) COMPUTED    2 0
 DG0427
 DG0427.Superseded values are not recommended for survey control.
 DG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0427.See file dsdata.txt to determine how the superseded data were derived.
 DG0427
 DG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC619444(NAD 83)
 DG0427_MARKER: DD = SURVEY DISK
 DG0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0427_STAMPING: CITY OF ATLANTA-142
 DG0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0427+STABILITY: SURFACE MOTION
 DG0427
 DG0427  HISTORY     - Date     Condition        Report By
 DG0427  HISTORY     - UNK      MONUMENTED       GA0280
 DG0427  HISTORY     - 1934     GOOD             NGS
 DG0427
 DG0427                          STATION DESCRIPTION
 DG0427
 DG0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG0427'IN STONE MOUNTAIN.
 DG0427'ALONG THE MAIN LINE OF THE GEORGIA RAILROAD, AT THE MAIN INTERSECTION
 DG0427'ON THE STONE MOUNTAIN HIGHWAY, AT THE CORNER OF MAIN AND MOUNTAIN
 DG0427'STREETS, ON THE NORTHEAST CORNER ABOUT 1 FOOT FROM THE CURB OF
 DG0427'MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3356 ***********************************************************************
 DG3356  DESIGNATION -  142 CMN USGS 1973
 DG3356  PID         -  DG3356
 DG3356  STATE/COUNTY-  GA/HARALSON
 DG3356  USGS QUAD   -  DRAKETOWN (1982)
 DG3356
 DG3356                         *CURRENT SURVEY CONTROL
 DG3356  ___________________________________________________________________
 DG3356* NAD 83(1994)-  33 45 02.39132(N)    085 04 04.93294(W)     ADJUSTED  
 DG3356* NAVD 88     -       411.44   (+/-2cm)    1349.9    (feet)  VERTCON   
 DG3356  ___________________________________________________________________
 DG3356  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DG3356  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3356
 DG3356  HORZ ORDER  -  SECOND
 DG3356  VERT ORDER  -  THIRD ? (See Below)
 DG3356
 DG3356.The horizontal coordinates were established by classical geodetic methods
 DG3356.and adjusted by the National Geodetic Survey in September 1997..
 DG3356
 DG3356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3356.The vertical order pertains to the NGVD 29 superseded value.
 DG3356
 DG3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3356
 DG3356.The geoid height was determined by GEOID03.
 DG3356
 DG3356;                    North         East     Units Scale Factor Converg.
 DG3356;SPC GA W     -   416,215.063   616,491.612   MT  0.99998594   -0 30 02.9
 DG3356;SPC GA W     - 1,365,532.25  2,022,606.23   sFT  0.99998594   -0 30 02.9
 DG3356;UTM  16      - 3,736,187.217   678,945.265   MT  0.99999477   +1 04 25.1
 DG3356
 DG3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3356!SPC GA W     -   0.99993996  x   0.99998594  =   0.99992590
 DG3356!UTM  16      -   0.99993996  x   0.99999477  =   0.99993473
 DG3356
 DG3356                          SUPERSEDED SURVEY CONTROL
 DG3356
 DG3356  NAD 83(1994)-  33 45 02.39409(N)    085 04 04.93409(W) AD(       ) 2
 DG3356  NAD 83(1986)-  33 45 02.39625(N)    085 04 04.93085(W) AD(       ) 2
 DG3356  NAD 27      -  33 45 02.01286(N)    085 04 05.12297(W) AD(       ) 2
 DG3356  NGVD 29 (07/19/86)  411.37   (m)         1349.6    (f) LEVELING    3  
 DG3356
 DG3356.Superseded values are not recommended for survey control.
 DG3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3356.See file dsdata.txt to determine how the superseded data were derived.
 DG3356
 DG3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7894536187(NAD 83)
 DG3356_MARKER: DD = SURVEY DISK
 DG3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3356+STABILITY: SURFACE MOTION
 DG3356
 DG3356  HISTORY     - Date     Condition        Report By
 DG3356  HISTORY     - 1973     MONUMENTED       USGS
 DG3356
 DG3356                          STATION DESCRIPTION
 DG3356
 DG3356'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JLC)
 DG3356'THE STATION IS LOCATED 9 MILES WEST-NORTHWEST OF VILLA RICA,
 DG3356'5 MILES EAST-NORTHEAST OF BREMEN, ALONG A COUNTY ROAD, IN THE
 DG3356'PARKING LOT OF THE LIBERTY CHRISTIAN CHURCH.
 DG3356'
 DG3356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27 AND
 DG3356'78 IN BREMEN, GO EAST ON HIGHWAY 78 FOR 0.5 MILE TO A PARALLEL
 DG3356'PAVED ROAD ON THE LEFT.  BEAR LEFT AND GO EAST ON THE PAVED ROAD
 DG3356'FOR 0.6 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.9 MILE
 DG3356'TO A ROAD RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE PAVED
 DG3356'ROAD FOR 3.2 MILES TO THE LIBERTY CHRISTIAN CHURCH ON THE RIGHT
 DG3356'AND THE MARK AS DESCRIBED.
 DG3356'
 DG3356'142 CMN IS A GEOLOGICAL SURVEY DISK STAMPED 142 CMN 1956 1350 FT,
 DG3356'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DG3356'8 INCHES ABOVE GROUND.  IT IS 90 FEET EAST OF THE ROAD CENTER,
 DG3356'67.0 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 DG3356'CHURCH, AND 2.6 FEET WEST OF A UTILITY POLE.
 DG3356'
 DG3356'THIS STATION WAS USED AS THE AZIMUTH MARK FOR TRIANGULATION
 DG3356'STATION GRAY, THE GEODIMETER DISTANCE BEING 226.613 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0426 ***********************************************************************
 DG0426  DESIGNATION -  143 C OF A
 DG0426  PID         -  DG0426
 DG0426  STATE/COUNTY-  GA/DE KALB
 DG0426  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0426
 DG0426                         *CURRENT SURVEY CONTROL
 DG0426  ___________________________________________________________________
 DG0426* NAD 83(1986)-  33 47 49.     (N)    084 10 06.     (W)     SCALED    
 DG0426* NAVD 88     -       320.515  (meters)    1051.56   (feet)  ADJUSTED  
 DG0426  ___________________________________________________________________
 DG0426  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0426  DYNAMIC HT  -         320.162 (meters)    1050.40  (feet)  COMP
 DG0426  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DG0426
 DG0426  VERT ORDER  -  SECOND    CLASS 0
 DG0426
 DG0426.The horizontal coordinates were scaled from a topographic map and have
 DG0426.an estimated accuracy of +/- 6 seconds.
 DG0426
 DG0426.The orthometric height was determined by differential leveling
 DG0426.and adjusted by the National Geodetic Survey in June 1991..
 DG0426
 DG0426.The geoid height was determined by GEOID03.
 DG0426
 DG0426.The dynamic height is computed by dividing the NAVD 88
 DG0426.geopotential number by the normal gravity value computed on the
 DG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0426.degrees latitude (g = 980.6199 gals.).
 DG0426
 DG0426.The modeled gravity was interpolated from observed gravity values.
 DG0426
 DG0426;                    North         East    Units  Estimated Accuracy
 DG0426;SPC GA W     -   420,980.      699,850.      MT  (+/- 180 meters Scaled)
 DG0426
 DG0426                          SUPERSEDED SURVEY CONTROL
 DG0426
 DG0426  NGVD 29 (??/??/92)  320.460  (m)         1051.38   (f) ADJ UNCH    2 0
 DG0426
 DG0426.Superseded values are not recommended for survey control.
 DG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0426.See file dsdata.txt to determine how the superseded data were derived.
 DG0426
 DG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC621432(NAD 83)
 DG0426_MARKER: DD = SURVEY DISK
 DG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0426_STAMPING: 143 1927 1051.376
 DG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0426+STABILITY: SURFACE MOTION
 DG0426
 DG0426  HISTORY     - Date     Condition        Report By
 DG0426  HISTORY     - 1927     MONUMENTED       GA0280
 DG0426  HISTORY     - 1953     GOOD             NGS
 DG0426
 DG0426                          STATION DESCRIPTION
 DG0426
 DG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0426'0.8 MI S FROM STONE MOUNTAIN.
 DG0426'LOCATED 0.8 MILE SOUTH ALONG THE GEORGIA RAILROAD FROM THE RAILROAD
 DG0426'STATION IN STONE MOUNTAIN, BETWEEN THE RAILROAD AND STONE MOUNTAIN
 DG0426'ROAD, 82 PACES NORTH OF SIGNAL 154.6, 222 FEET NORTH OF THE
 DG0426'CENTERLINE OF A DIRT ROAD CROSSING, 37 FEET WEST OF THE
 DG0426'CENTERLINE OF STONE MOUNTAIN ROAD, 48 FEET EAST OF THE EAST RAIL
 DG0426'OF THE MAIN LINE, 60 FEET NORTHEAST OF THE CENTER OF A TELEPHONE
 DG0426'BOOTH AND 62 FEET SOUTHWEST OF POWER LINE POLE NO. 5790.  IT IS
 DG0426'A CITY OF ATLANTA STANDARD DISK SET IN THE TOP OF A CONCRETE
 DG0426'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0049 ***********************************************************************
 EE0049  DESIGNATION -  1471
 EE0049  PID         -  EE0049
 EE0049  STATE/COUNTY-  GA/FANNIN
 EE0049  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0049
 EE0049                         *CURRENT SURVEY CONTROL
 EE0049  ___________________________________________________________________
 EE0049* NAD 83(1986)-  34 58 38.     (N)    084 21 33.     (W)     SCALED    
 EE0049* NAVD 88     -       448.306  (meters)    1470.82   (feet)  ADJUSTED  
 EE0049  ___________________________________________________________________
 EE0049  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 EE0049  DYNAMIC HT  -         447.846 (meters)    1469.31  (feet)  COMP
 EE0049  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 EE0049
 EE0049  VERT ORDER  -  SECOND    CLASS 0
 EE0049
 EE0049.The horizontal coordinates were scaled from a topographic map and have
 EE0049.an estimated accuracy of +/- 6 seconds.
 EE0049
 EE0049.The orthometric height was determined by differential leveling
 EE0049.and adjusted by the National Geodetic Survey in June 1991..
 EE0049
 EE0049.The geoid height was determined by GEOID03.
 EE0049
 EE0049.The dynamic height is computed by dividing the NAVD 88
 EE0049.geopotential number by the normal gravity value computed on the
 EE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0049.degrees latitude (g = 980.6199 gals.).
 EE0049
 EE0049.The modeled gravity was interpolated from observed gravity values.
 EE0049
 EE0049;                    North         East    Units  Estimated Accuracy
 EE0049;SPC GA W     -   551,910.      682,420.      MT  (+/- 180 meters Scaled)
 EE0049
 EE0049                          SUPERSEDED SURVEY CONTROL
 EE0049
 EE0049  NGVD 29 (??/??/92)  448.332  (m)         1470.90   (f) ADJ UNCH    2 0
 EE0049
 EE0049.Superseded values are not recommended for survey control.
 EE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0049.See file dsdata.txt to determine how the superseded data were derived.
 EE0049
 EE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD410737(NAD 83)
 EE0049_MARKER: DD = SURVEY DISK
 EE0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0049_SP_SET: ABUTMENT
 EE0049_STAMPING: 1471
 EE0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0049
 EE0049  HISTORY     - Date     Condition        Report By
 EE0049  HISTORY     - UNK      MONUMENTED       USGS
 EE0049  HISTORY     - 1956     MARK NOT FOUND   NGS
 EE0049  HISTORY     - 1972     MARK NOT FOUND   USGS
 EE0049  HISTORY     - 1976     POOR             USGS
 EE0049
 EE0049                          STATION DESCRIPTION
 EE0049
 EE0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EE0049'1.5 MI SE FROM MC CAYSVILLE.
 EE0049'THE UNDERSIGNED FAILED TO FIND ANY EVIDENCE OF THE MARK IN ANY
 EE0049'ABUTMENT OR ANY STONE COURSE.  THE SEVENTH (7TH) STONE COURSE
 EE0049'DOWN FROM THE TOP IS ABOUT 12 FEET BELOW THE TOP OF THE RAILS
 EE0049'INSTEAD OF THE FIFTH (5TH) COURSE DOWN.  IN FANNIN COUNTY,
 EE0049'GEORGIA, 1.6 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 EE0049'RAILROAD FROM COPPERHILL, POLK COUNTY, TENNESSEE, ABOUT 1/8 MILE
 EE0049'NORTH OF MILEPOST L 384, AT BRIDE 74 OVER TOCCOA RIVER, IN THE
 EE0049'NORTH END OF THE EAST ABUTMENT, IN THE TOP OF THE FIFTH COURSE
 EE0049'OF STONE FROM THE TOP, AND 12 FEET LOWER THAN THE TRACK.  A
 EE0049'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1471.
 EE0049'NOTE-- IT WAS REPORTED IN 1933 THAT ABOUT 3/4 OF THE DISK HAD
 EE0049'BEEN DESTROYED.
 EE0049
 EE0049                          STATION RECOVERY (1972)
 EE0049
 EE0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EE0049'MARK NOT FOUND.
 EE0049
 EE0049                          STATION RECOVERY (1976)
 EE0049
 EE0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EE0049'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1011 ***********************************************************************
 CK1011  DESIGNATION -  148
 CK1011  PID         -  CK1011
 CK1011  STATE/COUNTY-  GA/JENKINS
 CK1011  USGS QUAD   -  ROCKY FORD (1978)
 CK1011
 CK1011                         *CURRENT SURVEY CONTROL
 CK1011  ___________________________________________________________________
 CK1011* NAD 83(1986)-  32 42 15.     (N)    081 52 27.     (W)     SCALED    
 CK1011* NAVD 88     -        44.764  (meters)     146.86   (feet)  ADJUSTED  
 CK1011  ___________________________________________________________________
 CK1011  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CK1011  DYNAMIC HT  -          44.714 (meters)     146.70  (feet)  COMP
 CK1011  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 CK1011
 CK1011  VERT ORDER  -  FIRST     CLASS II
 CK1011
 CK1011.The horizontal coordinates were scaled from a topographic map and have
 CK1011.an estimated accuracy of +/- 6 seconds.
 CK1011
 CK1011.The orthometric height was determined by differential leveling
 CK1011.and adjusted by the National Geodetic Survey in June 1991..
 CK1011
 CK1011.The geoid height was determined by GEOID03.
 CK1011
 CK1011.The dynamic height is computed by dividing the NAVD 88
 CK1011.geopotential number by the normal gravity value computed on the
 CK1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1011.degrees latitude (g = 980.6199 gals.).
 CK1011
 CK1011.The modeled gravity was interpolated from observed gravity values.
 CK1011
 CK1011;                    North         East    Units  Estimated Accuracy
 CK1011;SPC GA E     -   299,830.      227,420.      MT  (+/- 180 meters Scaled)
 CK1011
 CK1011                          SUPERSEDED SURVEY CONTROL
 CK1011
 CK1011  NGVD 29 (??/??/92)   45.003  (m)          147.65   (f) ADJ UNCH    1 2
 CK1011
 CK1011.Superseded values are not recommended for survey control.
 CK1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1011.See file dsdata.txt to determine how the superseded data were derived.
 CK1011
 CK1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS180188(NAD 83)
 CK1011_MARKER: P = PIPE CAP
 CK1011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1011_STAMPING: 147.572 148 1918
 CK1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1011
 CK1011  HISTORY     - Date     Condition        Report By
 CK1011  HISTORY     - 1918     MONUMENTED       USGS
 CK1011  HISTORY     - 1960     GOOD             NGS
 CK1011
 CK1011                          STATION DESCRIPTION
 CK1011
 CK1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1011'0.6 MI SE FROM SCARBORO.
 CK1011'ABOUT 0.6 MILE SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1011'FROM THE CROSSING OF STATE HIGHWAY 17 AT SCARBORO, 357 FEET
 CK1011'NORTHWEST OF AND ACROSS THE TRACK AND A TRAIL CROSSING FROM
 CK1011'MILEPOST S 70, 29 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 CK1011'41 FEET WEST OF THE CENTER OF CROSSING OF A WOODS TRAIL, ACROSS
 CK1011'THE TRACK FROM AND BETWEEN MILEAGE POLES 70+3 AND 70+4, 1 FOOT
 CK1011'NORTH-NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 CK1011'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 CK1011'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0725 ***********************************************************************
 ED0725  DESIGNATION -  1484
 ED0725  PID         -  ED0725
 ED0725  STATE/COUNTY-  GA/LUMPKIN
 ED0725  USGS QUAD   -  DAHLONEGA (1951)
 ED0725
 ED0725                         *CURRENT SURVEY CONTROL
 ED0725  ___________________________________________________________________
 ED0725* NAD 83(1986)-  34 31 47.     (N)    083 59 14.     (W)     SCALED    
 ED0725* NAVD 88     -       452.173  (meters)    1483.50   (feet)  ADJUSTED  
 ED0725  ___________________________________________________________________
 ED0725  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 ED0725  DYNAMIC HT  -         451.694 (meters)    1481.93  (feet)  COMP
 ED0725  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 ED0725
 ED0725  VERT ORDER  -  SECOND    CLASS 0
 ED0725
 ED0725.The horizontal coordinates were scaled from a topographic map and have
 ED0725.an estimated accuracy of +/- 6 seconds.
 ED0725
 ED0725.The orthometric height was determined by differential leveling
 ED0725.and adjusted by the National Geodetic Survey in June 1991..
 ED0725
 ED0725.The geoid height was determined by GEOID03.
 ED0725
 ED0725.The dynamic height is computed by dividing the NAVD 88
 ED0725.geopotential number by the normal gravity value computed on the
 ED0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0725.degrees latitude (g = 980.6199 gals.).
 ED0725
 ED0725.The modeled gravity was interpolated from observed gravity values.
 ED0725
 ED0725;                    North         East    Units  Estimated Accuracy
 ED0725;SPC GA W     -   502,270.      716,470.      MT  (+/- 180 meters Scaled)
 ED0725
 ED0725                          SUPERSEDED SURVEY CONTROL
 ED0725
 ED0725  NGVD 29 (??/??/92)  452.162  (m)         1483.47   (f) ADJ UNCH    2 0
 ED0725
 ED0725.Superseded values are not recommended for survey control.
 ED0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0725.See file dsdata.txt to determine how the superseded data were derived.
 ED0725
 ED0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU258249(NAD 83)
 ED0725_MARKER: DD = SURVEY DISK
 ED0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0725_SP_SET: BUILDING
 ED0725_STAMPING: 1484 1483.468 ATLANTA
 ED0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0725
 ED0725  HISTORY     - Date     Condition        Report By
 ED0725  HISTORY     - UNK      MONUMENTED       USGS
 ED0725  HISTORY     - 1956     GOOD             NGS
 ED0725
 ED0725                          STATION DESCRIPTION
 ED0725
 ED0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0725'0.2 MI SE FROM DAHLONEGA.
 ED0725'ABOUT A QUARTER-MILE SW ALONG NO. 19 U.S. HIGHWAY FROM THE
 ED0725'COURTHOUSE AT DAHLONEGA, LUMPKIN COUNTY, AT NORTH GEORGIA COLLEGE,
 ED0725'36 FEET S OF THE FRONT-WALL NW CORNER OF THE MAIN BUILDING,
 ED0725'6.6 FEET E OF THE SW CORNER OF THE W WING OF SAME, AND 1.8 FEET
 ED0725'ABOVE THE GROUND.  A STANDARD U.S. GEOLOGICAL SURVEY DISK IS
 ED0725'SET FACE-VERTICAL IN A DRILL HOLE IN THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2138 ***********************************************************************
 DF2138  DESIGNATION -  14A 6
 DF2138  PID         -  DF2138
 DF2138  STATE/COUNTY-  GA/MORGAN
 DF2138  USGS QUAD   -  APALACHEE (1981)
 DF2138
 DF2138                         *CURRENT SURVEY CONTROL
 DF2138  ___________________________________________________________________
 DF2138* NAD 83(1994)-  33 41 33.36108(N)    083 26 27.32368(W)     ADJUSTED  
 DF2138* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 DF2138  ___________________________________________________________________
 DF2138  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DF2138  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DF2138
 DF2138  HORZ ORDER  -  SECOND
 DF2138
 DF2138.The horizontal coordinates were established by classical geodetic methods
 DF2138.and adjusted by the National Geodetic Survey in September 1997..
 DF2138
 DF2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2138
 DF2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2138
 DF2138.The geoid height was determined by GEOID03.
 DF2138
 DF2138;                    North         East     Units Scale Factor Converg.
 DF2138;SPC GA W     -   409,646.834   767,282.167   MT  0.99995579   +0 24 09.4
 DF2138;SPC GA W     - 1,343,982.99  2,517,324.91   sFT  0.99995579   +0 24 09.4
 DF2138;SPC GA E     -   410,139.259    81,863.765   MT  1.00007200   -0 42 25.1
 DF2138;SPC GA E     - 1,345,598.55    268,581.37   sFT  1.00007200   -0 42 25.1
 DF2138;UTM  17      - 3,730,747.406   273,750.783   MT  1.00023110   -1 21 16.7
 DF2138
 DF2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2138!SPC GA W     -   0.99997332  x   0.99995579  =   0.99992911
 DF2138!SPC GA E     -   0.99997332  x   1.00007200  =   1.00004531
 DF2138!UTM  17      -   0.99997332  x   1.00023110  =   1.00020441
 DF2138
 DF2138|---------------------------------------------------------------------|
 DF2138| PID    Reference Object                     Distance      Geod. Az  |
 DF2138|                                                           dddmmss.s |
 DF2138| DF2147 14A 6 2                              14.656 METERS 08441     |
 DF2138| DF2129 7A 60 ECC                           APPROX. 9.0 KM 1845416.6 |
 DF2138| DF2127 MADISON CTHSE FINIAL                APPROX.11.0 KM 1922457.1 |
 DF2138| DF2126 MADISON S COTTON OIL RED TANK       APPROX.12.1 KM 1993554.3 |
 DF2138| DF3207 14A 6 RM 2                           15.923 METERS 26642     |
 DF2138| DF3206 14A 6 RM 1                           18.544 METERS 35601     |
 DF2138|---------------------------------------------------------------------|
 DF2138
 DF2138                          SUPERSEDED SURVEY CONTROL
 DF2138
 DF2138  NAD 83(1986)-  33 41 33.36726(N)    083 26 27.32276(W) AD(       ) 2
 DF2138  NAD 27      -  33 41 32.92049(N)    083 26 27.73581(W) AD(       ) 2
 DF2138  NGVD 29 (07/19/86)  198.5    (m)          651.     (f) VERT ANG       
 DF2138
 DF2138.Superseded values are not recommended for survey control.
 DF2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2138.See file dsdata.txt to determine how the superseded data were derived.
 DF2138
 DF2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7375130747(NAD 83)
 DF2138_MARKER: DD = SURVEY DISK
 DF2138_SETTING: 0 = UNSPECIFIED SETTING
 DF2138
 DF2138  HISTORY     - Date     Condition        Report By
 DF2138  HISTORY     - 1935     MONUMENTED       GAGS
 DF2138  HISTORY     - 1954     POOR             CGS
 DF2138
 DF2138                          STATION DESCRIPTION
 DF2138
 DF2138'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF2138'ABOUT 1/2 MILE WEST OF CENTER OF APALACHEE, ON U.S. HIGHWAY 129
 DF2138'(STATE HIGHWAY 24) ABOUT 195 FEET SOUTHEAST OF PRIOR SERVICE
 DF2138'STATION ON WEST SIDE OF HIGHWAY, 16.2 FEET EAST OF CENTER LINE OF
 DF2138'HIGHWAY AND 6.6 FEET NORTH (MOST NORTHERLY OF TWO) CENTRAL OF
 DF2138'GEORGIA RAILWAY CROSSING SIGNS.  TO REACH FROM POST OFFICE AT
 DF2138'MADISON, GO NORTH ON U.S. HIGHWAY 129 (STATE HIGHWAY 24) FOR 7.2
 DF2138'MILES TO TOP OF GRADE AND STATION ON RIGHT.  STATION IS A STATE
 DF2138'SURVEY DISK.  REFERENCE MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 DF2138'MONUMENTS.
 DF2138'AZIMUTH MARK IS A STATE SURVEY BRONZE PLUG SET IN 6-INCH
 DF2138'CONCRETE CYLINDER FLUSH WITH GROUND.  REFERENCE MARK NO. 1 IS IN
 DF2138'CONCRETE CULVERT, 22.1 FEET EAST OF CENTER LINE OF HIGHWAY AND 60.84
 DF2138'FEET NORTH OF STATION N 3 DEG 59 MIN W.  NO. 2 PROJECTS
 DF2138'ABOUT 7 INCHES, IS 35 FEET WEST OF CENTER LINE OF HIGHWAY, 1 FOOT
 DF2138'LOWER THAN ROADWAY AND 52.24 FEET WEST OF STATION S 86 DEG
 DF2138'42 MIN W.  14A-6A (GA.GEOD.S.) (AZIMUTH MARK) IS A BRONZE PLUG SET IN
 DF2138'6-INCH CONCRETE CYLINDER, FLUSH WITH GROUND, 0.15 MILE NORTH OF
 DF2138'RAILWAY CROSSING, 32.7 FEET WEST-NORTHWEST OF CENTER LINE OF
 DF2138'HIGHWAY AND 0.2 MILE NORTHWEST OF STATION N 20 DEG 12 MIN W.
 DF2138'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 DF2138'STATION--MADISON, MORGAN CO. COURTHOUSE, FINIAL (SEE DESCRIPTION
 DF2138'THEREOF) ABOUT 7 MILES, S 12 DEG 25 MIN W.  MADISON,
 DF2138'SOUTHERN COTTON OIL CO., RED WATER TANK, (SEE DESCRIPTION THEREOF)
 DF2138'ABOUT 7 MILES, S 19 DEG 36 MIN W.
 DF2138
 DF2138                          STATION RECOVERY (1954)
 DF2138
 DF2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF2138'THE STATION WAS VISITED.  REFERENCE MARKS 1 AND 2 WERE FOUND IN
 DF2138'GOOD CONDITION.  THE STATION MARK WAS FOUND BROKEN OFF.  THE LOWER
 DF2138'PORTION OF THE MARK WAS FOUND IN THE GROUND VERY NEAR ITS ORIGINAL
 DF2138'POSITION, THE TOP PORTION AND THE DISK COULD NOT BE LOCATED.  THE
 DF2138'AZIMUTH MARK, 14A-6A (GA.GEOD.S.), COULD NOT BE FOUND AT THIS DATE.
 DF2138'TO LOCATE THE ORIGINAL POSITION OF THE STATION, MEASUREMENTS WERE
 DF2138'TAKEN FROM THE REFERENCE MARKS, AT THEIR POINT OF INTERSECTION, THE
 DF2138'ANGLES WERE OBSERVED, USING THE MORGAN COUNTY COURTHOUSE AS THE
 DF2138'INITIAL, AND THE ANGLE BETWEEN THE MARKS WAS NOT CHECKED BY 21
 DF2138'MINUTES.  THE INSTRUMENT WAS THEN SET SO AS TO CHECK THE ANGLE
 DF2138'BETWEEN THE MARKS, THIS MADE THE DIRECTION TO THE MORGAN COUNTY
 DF2138'COURTHOUSE IN ERROR BY 14 MINUTES.  THE STATION MARK WAS NOT SET
 DF2138'BECAUSE OF THE INABILITY TO SET IT WITH THE REQUIRED ACCURACY.
 DF2138'REFERENCE MARK 1 WAS THE SAME ELEVATION AS THE STATION AND
 DF2138'THEREFORE HAS THE MOST ACCURATE MEASUREMENT FROM THE STATION.
 DF2138'
 DF2138'NO SUBSURFACE MARK WAS ESTABLISHED FOR THIS STATION.
 DF2138'
 DF2138'THE ORIGINAL DESCRIPTION OF THE REFERENCE MARKS IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2147 ***********************************************************************
 DF2147  DESIGNATION -  14A 6 2
 DF2147  PID         -  DF2147
 DF2147  STATE/COUNTY-  GA/MORGAN
 DF2147  USGS QUAD   -  APALACHEE (1981)
 DF2147
 DF2147                         *CURRENT SURVEY CONTROL
 DF2147  ___________________________________________________________________
 DF2147* NAD 83(1994)-  33 41 33.40516(N)    083 26 26.75706(W)     ADJUSTED  
 DF2147* NAVD 88     -       198.6    (meters)     652.     (feet)  VERTCON   
 DF2147  ___________________________________________________________________
 DF2147  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DF2147  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DF2147
 DF2147  HORZ ORDER  -  SECOND
 DF2147
 DF2147.The horizontal coordinates were established by classical geodetic methods
 DF2147.and adjusted by the National Geodetic Survey in September 1997..
 DF2147
 DF2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2147
 DF2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2147
 DF2147.The geoid height was determined by GEOID03.
 DF2147
 DF2147;                    North         East     Units Scale Factor Converg.
 DF2147;SPC GA W     -   409,648.295   767,296.750   MT  0.99995581   +0 24 09.7
 DF2147;SPC GA W     - 1,343,987.78  2,517,372.75   sFT  0.99995581   +0 24 09.7
 DF2147;UTM  17      - 3,730,748.419   273,765.408   MT  1.00023102   -1 21 16.4
 DF2147
 DF2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2147!SPC GA W     -   0.99997329  x   0.99995581  =   0.99992910
 DF2147!UTM  17      -   0.99997329  x   1.00023102  =   1.00020430
 DF2147
 DF2147|---------------------------------------------------------------------|
 DF2147| PID    Reference Object                     Distance      Geod. Az  |
 DF2147|                                                           dddmmss.s |
 DF2147| DF3205 14A 6 RM 4                           15.201 METERS 17437     |
 DF2147| DF2148 14A 6 2 1967 PTA                      7.669 METERS 22844     |
 DF2147| DF2138 14A 6                                14.656 METERS 26441     |
 DF2147| DF2140 APALACHEE LOT                       APPROX. 1.3 KM 3382214.9 |
 DF2147| DF3204 14A 6 RM 3                           18.167 METERS 35118     |
 DF2147|---------------------------------------------------------------------|
 DF2147
 DF2147                          SUPERSEDED SURVEY CONTROL
 DF2147
 DF2147  NAD 83(1986)-  33 41 33.41133(N)    083 26 26.75615(W) AD(       ) 2
 DF2147  NAD 27      -  33 41 32.96457(N)    083 26 27.16921(W) AD(       ) 2
 DF2147  NGVD 29 (07/19/86)  198.7    (m)          652.     (f) VERT ANG       
 DF2147
 DF2147.Superseded values are not recommended for survey control.
 DF2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2147.See file dsdata.txt to determine how the superseded data were derived.
 DF2147
 DF2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7376530748(NAD 83)
 DF2147_MARKER: DS = TRIANGULATION STATION DISK
 DF2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2147
 DF2147  HISTORY     - Date     Condition        Report By
 DF2147  HISTORY     - 1967     MONUMENTED       CGS
 DF2147  HISTORY     - 1975     GOOD             NGS
 DF2147
 DF2147                          STATION DESCRIPTION
 DF2147
 DF2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCB)
 DF2147'ABOUT 6.8 MILES AIR LINE IN BEARING ABOUT N 12 DEG E FROM THE
 DF2147'COURTHOUSE IN MADISON, OR ABOUT 1.4 MILES E ALONG NO. 278
 DF2147'U.S. HWY. AND TURN LEFT OVER R.R., THENCE 5.6 MILES N ALONG
 DF2147'NOS. 129 AND 441 U.S. HWYS. TO CENTER OF CURVE AT TOP OF HILL AND
 DF2147'THE STATION ON RIGHT, ON PRESENT SW EDGE OF SETTLEMENT OF
 DF2147'APALACHEE, ABOUT 100 YARDS SW OF CENTRAL OF GEORGIA R.R., ABOUT 18
 DF2147'YARDS NNE OF THE P.I. OF THE CENTER LINE OF THE HWY., 65-1/2
 DF2147'FEET E OF THE CENTER LINE OF THE TWO MAIN TRAFFIC LANES (THAT
 DF2147'IS EXCLUSIVE OF PASSING LANE), 68 FEET SSE OF PROJECTED CENTER
 DF2147'LINE OF 18-INCH PIPE CULVERT UNDER THE HWY., 0.5 FOOT OUTSIDE THE
 DF2147'NEW R/W LINE, 1.5 FEET E OF THE LINE JOINING THE REFERENCE MARKS,
 DF2147'STANDARD DISKS STAMPED 14 A 6 NO. 2 1967 ARE SET
 DF2147'FLUSH WITH THE GROUND SURFACE.
 DF2147'
 DF2147'R.M. STAMPED AS ABOVE NO. 3 IS 65-1/2 FEET E OF C/L OF THE MAIN
 DF2147'TWO TRAFFIC LANES OF HWY., 8 FEET S OF PROJECTED CENTER LINE OF
 DF2147'SAID CULVERT, 1.7 FEET N OF STEEL WITNESS POST, AND FLUSH WITH
 DF2147'THE GROUND.
 DF2147'
 DF2147'R.M. NO. 4 IS 65-1/2 FEET E OF C/L OF THE TWO MAIN TRAFFIC LANES
 DF2147'OF THE HWY., 2.3 FEET N OF STEEL WITNESS POST, AND FLUSH WITH
 DF2147'THE GROUND.
 DF2147'
 DF2147'STATION 14 A 6 (GA.GEOD.S.) WAS A TRAVERSE STATION OF THE GEORGIA
 DF2147'GEODETIC SURVEY WHICH WAS OCCUPIED IN 1935 BY THE COAST SURVEY.  IT
 DF2147'WAS FOUND WITH ONLY THE BOTTOM APPROXIMATELY ONE-THIRD OF THE
 DF2147'MONUMENT POST APPARENTLY AND EVIDENTLY UNDISTURBED.  THE AS
 DF2147'RESTORED ABOVE REFERS TO THE CENTER OF THAT BOTTOM SECTION OF THE
 DF2147'MONUMENT (THESE MARKS HAD NO SUBSURFACE MARK) MOVED ABOUT 0.05
 DF2147'FOOT NLY TO MAKE THE DISTANCE FROM THE UNDISTURBED NO. 2 R.M.
 DF2147'OF 1935 CONFORM TO THAT 1935 DISTANCE OF 60.84 FEET.  THE
 DF2147'LOCATION LIES UNDER APPROXIMATE CENTER OF PAVEMENT OF A
 DF2147'PASSING LANE TO BE ADDED TO THE WIDENED AND RESURFACED HIGHWAY.
 DF2147'THE AZIMUTH TO THIS OLD STATION IS RECKONED TO BE 84 DEG 41 MIN
 DF2147'31 SEC AND NO OTHER AZIMUTH HAS BEEN DETERMINED AT THIS TIME.
 DF2147
 DF2147                          STATION RECOVERY (1975)
 DF2147
 DF2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2147'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 DF2147'CONDITION.  IN COMPARISON TO THE 1967 DATA, THE DIRECTION TO BOTH
 DF2147'REFERENCE MARKS COMPARES FAVORABLY.  THE DISTANCE TO REFERENCE MARK
 DF2147'3 IS GREATER BY 0.008 METER AND REFERENCE MARK 4 IS GREATER BY
 DF2147'0.011 METER.
 DF2147'
 DF2147'A COMPLETE DESCRIPTION FOLLOWS.
 DF2147'
 DF2147'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF MADISON,
 DF2147'AT THE NORTHWEST EDGE OF THE SMALL VILLAGE OF APALACHEE AND ON
 DF2147'HIGHWAY RIGHT-OF-WAY PROPERTY.
 DF2147'
 DF2147'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 441, 278, 129 AND
 DF2147'STATE ROUTE 12, ABOUT 1.5 MILES NORTHEAST OF THE CENTER OF MADISON,
 DF2147'GO NORTH ON HIGHWAYS 441 AND 129 FOR 2.3 MILES TO A BRIDGE OVER
 DF2147'HARD LABOR CREEK.  CONTINUE NORTH FOR 1.5 MILES TO A BRIDGE OVER
 DF2147'SANDY CREEK.  CONTINUE NORTH FOR 1.65 MILES TO THE TOP OF A LONG
 DF2147'GRADE AND THE STATION ON THE RIGHT.
 DF2147'
 DF2147'THE STATION MARK, A STANDARD DISK STAMPED 14 A 6 NO 2 1967, IS SET
 DF2147'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 3 INCHES
 DF2147'BELOW THE GROUND SURFACE.  IT IS 68 FEET SOUTHEAST OF THE EAST
 DF2147'END OF A CONCRETE CULVERT HEADWALL, 61 FEET EAST OF THE
 DF2147'APPROXIMATE CENTER OF THE 3-LANE HIGHWAY AND 52.1 FEET NORTH OF A
 DF2147'METAL WITNESS POST.
 DF2147'
 DF2147'REFERENCE MARK 3, A STANDARD DISK STAMPED 14 A 6 NO 3 1967, IS SET
 DF2147'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 4 INCHES BELOW
 DF2147'THE GROUND SURFACE.  IT IS 85 FEET SOUTH-SOUTHEAST OF A UTILITY
 DF2147'POLE, 65 FEET EAST OF THE APPROXIMATE CENTER OF THE HIGHWAY AND
 DF2147'26 FEET EAST-NORTHEAST OF THE CULVERT HEADWALL.
 DF2147'
 DF2147'REFERENCE MARK 4, A STANDARD DISK STAMPED 14 A 6 NO 4 1967, IS SET
 DF2147'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 4 INCHES BELOW
 DF2147'THE GROUND SURFACE.  IT IS 58 FEET EAST OF THE APPROXIMATE CENTER
 DF2147'OF THE HIGHWAY AND 2.2 FEET NORTH OF THE WITNESS POST.
 DF2147'NOTE--ALL MARKS ARE ABOUT 4 FEET LOWER THAN THE ROAD
 DF2147'SURFACE AND AT THE WEST EDGE OF A CULTIVATED FIELD.  NO
 DF2147'AZIMUTH MARK WAS SET.
 DF2147'
 DF2147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2147'7 MILES NORTH-NORTHEAST OF MADISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2744 ***********************************************************************
 BD2744  DESIGNATION -  14GA 92 GPS 1
 BD2744  PID         -  BD2744
 BD2744  STATE/COUNTY-  GA/BROOKS
 BD2744  USGS QUAD   -  NANKIN (1994)
 BD2744
 BD2744                         *CURRENT SURVEY CONTROL
 BD2744  ___________________________________________________________________
 BD2744* NAD 83(1999)-  30 38 42.17118(N)    083 27 04.63605(W)     ADJUSTED  
 BD2744* NAVD 88     -        37.8    (meters)     124.     (feet)  GPS OBS   
 BD2744  ___________________________________________________________________
 BD2744  X           -     626,369.632 (meters)                     COMP
 BD2744  Y           -  -5,456,327.998 (meters)                     COMP
 BD2744  Z           -   3,232,104.472 (meters)                     COMP
 BD2744  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BD2744  ELLIP HEIGHT-           9.87  (meters)          (07/06/01) GPS OBS
 BD2744  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BD2744
 BD2744  HORZ ORDER  -  FIRST
 BD2744  ELLP ORDER  -  FOURTH    CLASS II
 BD2744
 BD2744.The horizontal coordinates were established by GPS observations
 BD2744.and adjusted by the National Geodetic Survey in July 2001..
 BD2744
 BD2744.The orthometric height was determined by GPS observations and a
 BD2744.high-resolution geoid model.
 BD2744
 BD2744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2744
 BD2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2744
 BD2744.The ellipsoidal height was determined by GPS observations
 BD2744.and is referenced to NAD 83.
 BD2744
 BD2744.The geoid height was determined by GEOID03.
 BD2744
 BD2744;                    North         East     Units Scale Factor Converg.
 BD2744;SPC GA W     -    71,719.663   768,567.490   MT  0.99995798   +0 21 52.8
 BD2744;SPC GA W     -   235,300.26  2,521,541.84   sFT  0.99995798   +0 21 52.8
 BD2744;SPC FL N     -   182,815.083   700,522.427   MT  0.99998309   +0 31 37.2
 BD2744;SPC FL N     -   599,785.82  2,298,297.33   sFT  0.99998309   +0 31 37.2
 BD2744;UTM  17      - 3,392,827.741   265,088.227   MT  1.00028080   -1 15 00.1
 BD2744
 BD2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2744!SPC GA W     -   0.99999845  x   0.99995798  =   0.99995643
 BD2744!SPC FL N     -   0.99999845  x   0.99998309  =   0.99998154
 BD2744!UTM  17      -   0.99999845  x   1.00028080  =   1.00027925
 BD2744
 BD2744                          SUPERSEDED SURVEY CONTROL
 BD2744
 BD2744  NAD 83(1994)-  30 38 42.17138(N)    083 27 04.63725(W) AD(       ) 1
 BD2744  ELLIP H (09/03/97)   10.02   (m)                       GP(       ) 4 2
 BD2744  NAD 83(1994)-  30 38 42.17138(N)    083 27 04.63726(W) AD(       ) 1
 BD2744  ELLIP H (02/28/94)   10.02   (m)                       GP(       ) 3 2
 BD2744
 BD2744.Superseded values are not recommended for survey control.
 BD2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2744.See file dsdata.txt to determine how the superseded data were derived.
 BD2744
 BD2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6508892828(NAD 83)
 BD2744_MARKER: DD = SURVEY DISK
 BD2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2744_SP_SET: CONCRETE POST
 BD2744_STAMPING: 14 GA 92 GPS 1
 BD2744_MARK LOGO: FLDT  
 BD2744_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2744+STABILITY: SURFACE MOTION
 BD2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2744+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2744
 BD2744  HISTORY     - Date     Condition        Report By
 BD2744  HISTORY     - 1992     MONUMENTED       FLDT
 BD2744
 BD2744                          STATION DESCRIPTION
 BD2744
 BD2744'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2744'THE STATION IS LOCATED ABOUT 12 MILES (19.3 KM) NORTH OF MADISON,
 BD2744'ABOUT 16 MILES (25.7 KM) NORTHEAST OF GREENVILLE, ABOUT 4 MILES
 BD2744'(6.4 KM) NORTH NORTHWEST OF THE SMALL COMMUNITY OF CHERRY LAKE.
 BD2744'TO REACH THE STATION FROM THE FLORIDA - GEORGIA STATE LINE, GO NORTH
 BD2744'ON S.R. 53 FOR ABOUT 0.2 MILE (0.3 KM) TO THE STATION, IN THE
 BD2744'SOUTHWEST SHOULDER OF THE ROAD.
 BD2744'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 6 INCHES
 BD2744'BELOW THE GROUND, 115.0 FEETNORTHWEST OF THE APPROXIMATE CENTER OF A
 BD2744'DIRT DRIVEWAY, 83.6 FEETNORTHWEST OF A UTILITY POLE, 41.8 FEET
 BD2744'(12.7 M) SOUTHWEST OF THE CENTER OF S.R. 53 AND 17.2 FEETNORTHEAST OF
 BD2744'A 4 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0686 ***********************************************************************
 ED0686  DESIGNATION -  15 A 87
 ED0686  PID         -  ED0686
 ED0686  STATE/COUNTY-  GA/HABERSHAM
 ED0686  USGS QUAD   -  CLARKESVILLE (1985)
 ED0686
 ED0686                         *CURRENT SURVEY CONTROL
 ED0686  ___________________________________________________________________
 ED0686* NAD 83(1986)-  34 30 18.     (N)    083 32 08.     (W)     SCALED    
 ED0686* NAVD 88     -       463.858  (meters)    1521.84   (feet)  POSTED    
 ED0686  ___________________________________________________________________
 ED0686  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 ED0686  DYNAMIC HT  -         463.360 (meters)    1520.21  (feet)  COMP
 ED0686  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 ED0686
 ED0686  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ED0686
 ED0686.The horizontal coordinates were scaled from a topographic map and have
 ED0686.an estimated accuracy of +/- 6 seconds.
 ED0686
 ED0686.The orthometric height was determined by differential leveling
 ED0686.and adjusted by the National Geodetic Survey in 1992..
 ED0686.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ED0686.rate of 2.1 thru 3.0 mm/km.
 ED0686
 ED0686.The geoid height was determined by GEOID03.
 ED0686
 ED0686.The dynamic height is computed by dividing the NAVD 88
 ED0686.geopotential number by the normal gravity value computed on the
 ED0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0686.degrees latitude (g = 980.6199 gals.).
 ED0686
 ED0686.The modeled gravity was interpolated from observed gravity values.
 ED0686
 ED0686;                    North         East    Units  Estimated Accuracy
 ED0686;SPC GA W     -   499,700.      757,950.      MT  (+/- 180 meters Scaled)
 ED0686
 ED0686                          SUPERSEDED SURVEY CONTROL
 ED0686
 ED0686  NGVD 29 (??/??/92)  463.818  (m)         1521.71   (f) ADJ UNCH    1 2
 ED0686
 ED0686.Superseded values are not recommended for survey control.
 ED0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0686.See file dsdata.txt to determine how the superseded data were derived.
 ED0686
 ED0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU672210(NAD 83)
 ED0686_MARKER: DD = SURVEY DISK
 ED0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0686_STAMPING: 15 A 87
 ED0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0686+STABILITY: SURFACE MOTION
 ED0686
 ED0686  HISTORY     - Date     Condition        Report By
 ED0686  HISTORY     - UNK      MONUMENTED       GAGS
 ED0686  HISTORY     - 1960     GOOD             NGS
 ED0686
 ED0686                          STATION DESCRIPTION
 ED0686
 ED0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0686'0.6 MI SW FROM CORNELIA.
 ED0686'ABOUT 0.65 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0686'STATION AT CORNELIA, 0.45 MILE NORTHEAST OF MILEPOST 561, 110
 ED0686'YARDS SOUTHWEST OF THE SECOND WOODEN OVERPASS SOUTHWEST OF THE
 ED0686'STATION, 31.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF SOUTH
 ED0686'BOUND MAIN TRACK, 94 YARDS NORTHEAST OF A STATION ONE MILE SIGN,
 ED0686'50 YARDS NORTHEAST OF A SIGNAL CONTROL BOX AND SOUTHWEST END OF A
 ED0686'CUT, 1 FOOT NORTHEAST OF A STEEL WITNESS POST, AND SET IN TOP OF
 ED0686'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0108 ***********************************************************************
 CL0108  DESIGNATION -  15 C 59
 CL0108  PID         -  CL0108
 CL0108  STATE/COUNTY-  GA/EMANUEL
 CL0108  USGS QUAD   -  STILLMORE (1985)
 CL0108
 CL0108                         *CURRENT SURVEY CONTROL
 CL0108  ___________________________________________________________________
 CL0108* NAD 83(1986)-  32 26 17.     (N)    082 13 09.     (W)     SCALED    
 CL0108* NAVD 88     -        81.040  (meters)     265.88   (feet)  ADJUSTED  
 CL0108  ___________________________________________________________________
 CL0108  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CL0108  DYNAMIC HT  -          80.947 (meters)     265.57  (feet)  COMP
 CL0108  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CL0108
 CL0108  VERT ORDER  -  FIRST     CLASS II
 CL0108
 CL0108.The horizontal coordinates were scaled from a topographic map and have
 CL0108.an estimated accuracy of +/- 6 seconds.
 CL0108
 CL0108.The orthometric height was determined by differential leveling
 CL0108.and adjusted by the National Geodetic Survey in June 1991..
 CL0108
 CL0108.The geoid height was determined by GEOID03.
 CL0108
 CL0108.The dynamic height is computed by dividing the NAVD 88
 CL0108.geopotential number by the normal gravity value computed on the
 CL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0108.degrees latitude (g = 980.6199 gals.).
 CL0108
 CL0108.The modeled gravity was interpolated from observed gravity values.
 CL0108
 CL0108;                    North         East    Units  Estimated Accuracy
 CL0108;SPC GA E     -   270,290.      195,060.      MT  (+/- 180 meters Scaled)
 CL0108
 CL0108                          SUPERSEDED SURVEY CONTROL
 CL0108
 CL0108  NGVD 29 (??/??/92)   81.257  (m)          266.59   (f) ADJ UNCH    1 2
 CL0108
 CL0108.Superseded values are not recommended for survey control.
 CL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0108.See file dsdata.txt to determine how the superseded data were derived.
 CL0108
 CL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR853896(NAD 83)
 CL0108_MARKER: DD = SURVEY DISK
 CL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0108_STAMPING: 15 C 59
 CL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0108+STABILITY: SURFACE MOTION
 CL0108
 CL0108  HISTORY     - Date     Condition        Report By
 CL0108  HISTORY     - 1959     MONUMENTED       GAGS
 CL0108  HISTORY     - 1962     GOOD             NGS
 CL0108
 CL0108                          STATION DESCRIPTION
 CL0108
 CL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0108'0.4 MI SW FROM STILLMORE.
 CL0108'ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE INTERSECTION OF
 CL0108'STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE, THENCE 0.2
 CL0108'MILE SOUTH ALONG A GRADED ROAD, AT AN OVERHEAD TELEPHONE LINE
 CL0108'CROSSING, NEAR THE JUNCTION OF A NARROW ROAD LEADING SOUTHWEST, 110
 CL0108'FEET NORTHWEST OF TELEPHONE POLE WITH A GUY WIRE, 21 FEET WEST OF
 CL0108'THE CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF THE CENTER LINE
 CL0108'OF THE ROAD LEADING SOUTHWEST, 0.8 FOOT NORTH OF A STEEL WITNESS
 CL0108'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 CL0108'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0680 ***********************************************************************
 EE0680  DESIGNATION -  15 D 40
 EE0680  PID         -  EE0680
 EE0680  STATE/COUNTY-  GA/CHATTOOGA
 EE0680  USGS QUAD   -  LYERLY (1981)
 EE0680
 EE0680                         *CURRENT SURVEY CONTROL
 EE0680  ___________________________________________________________________
 EE0680* NAD 83(1986)-  34 28 20.     (N)    085 23 56.     (W)     SCALED    
 EE0680* NAVD 88     -       206.828  (meters)     678.57   (feet)  ADJUSTED  
 EE0680  ___________________________________________________________________
 EE0680  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE0680  DYNAMIC HT  -         206.619 (meters)     677.88  (feet)  COMP
 EE0680  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 EE0680
 EE0680  VERT ORDER  -  SECOND    CLASS 0
 EE0680
 EE0680.The horizontal coordinates were scaled from a topographic map and have
 EE0680.an estimated accuracy of +/- 6 seconds.
 EE0680
 EE0680.The orthometric height was determined by differential leveling
 EE0680.and adjusted by the National Geodetic Survey in June 1991..
 EE0680
 EE0680.The geoid height was determined by GEOID03.
 EE0680
 EE0680.The dynamic height is computed by dividing the NAVD 88
 EE0680.geopotential number by the normal gravity value computed on the
 EE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0680.degrees latitude (g = 980.6199 gals.).
 EE0680
 EE0680.The modeled gravity was interpolated from observed gravity values.
 EE0680
 EE0680;                    North         East    Units  Estimated Accuracy
 EE0680;SPC GA W     -   496,570.      586,800.      MT  (+/- 180 meters Scaled)
 EE0680
 EE0680                          SUPERSEDED SURVEY CONTROL
 EE0680
 EE0680  NGVD 29 (??/??/92)  206.802  (m)          678.48   (f) ADJ UNCH    2 0
 EE0680
 EE0680.Superseded values are not recommended for survey control.
 EE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0680.See file dsdata.txt to determine how the superseded data were derived.
 EE0680
 EE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD470156(NAD 83)
 EE0680_MARKER: DD = SURVEY DISK
 EE0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0680_STAMPING: 15 D 40
 EE0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0680+STABILITY: SURFACE MOTION
 EE0680
 EE0680  HISTORY     - Date     Condition        Report By
 EE0680  HISTORY     - UNK      MONUMENTED       GAGS
 EE0680  HISTORY     - 1948     GOOD             NGS
 EE0680  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0680
 EE0680                          STATION DESCRIPTION
 EE0680
 EE0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0680'3.3 MI W FROM SUMMERVILLE.
 EE0680'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE
 EE0680'IN SUMMERVILLE, 0.15 MILE SOUTHEAST OF A 98 FOOT CONCRETE BRIDGE
 EE0680'OVER A CREEK, 135 FEET SOUTHEAST OF THE CENTER OF A FIELD ROAD
 EE0680'LEADING SOUTH, 53 FEET NORTH OF A POWER POLE WITH TRANSFORMER,
 EE0680'43 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND ABOUT LEVEL
 EE0680'WITH IT, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND
 EE0680'PROJECTING ABOUT 6 INCHES.
 EE0680
 EE0680                          STATION RECOVERY (1972)
 EE0680
 EE0680'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1063 ***********************************************************************
 DF1063  DESIGNATION -  15 DOP USGS
 DF1063  PID         -  DF1063
 DF1063  STATE/COUNTY-  GA/BALDWIN
 DF1063  USGS QUAD   -  DEVEREUX (1972)
 DF1063
 DF1063                         *CURRENT SURVEY CONTROL
 DF1063  ___________________________________________________________________
 DF1063* NAD 83(1986)-  33 08 47.     (N)    083 06 45.     (W)     SCALED    
 DF1063* NAVD 88     -       161.711  (meters)     530.55   (feet)  ADJUSTED  
 DF1063  ___________________________________________________________________
 DF1063  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DF1063  DYNAMIC HT  -         161.535 (meters)     529.97  (feet)  COMP
 DF1063  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 DF1063
 DF1063  VERT ORDER  -  FIRST     CLASS II
 DF1063
 DF1063.The horizontal coordinates were scaled from a topographic map and have
 DF1063.an estimated accuracy of +/- 6 seconds.
 DF1063
 DF1063.The orthometric height was determined by differential leveling
 DF1063.and adjusted by the National Geodetic Survey in June 1991..
 DF1063
 DF1063.The geoid height was determined by GEOID03.
 DF1063
 DF1063.The dynamic height is computed by dividing the NAVD 88
 DF1063.geopotential number by the normal gravity value computed on the
 DF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1063.degrees latitude (g = 980.6199 gals.).
 DF1063
 DF1063.The modeled gravity was interpolated from observed gravity values.
 DF1063
 DF1063;                    North         East    Units  Estimated Accuracy
 DF1063;SPC GA E     -   349,230.      111,760.      MT  (+/- 180 meters Scaled)
 DF1063
 DF1063                          SUPERSEDED SURVEY CONTROL
 DF1063
 DF1063.No superseded survey control is available for this station.
 DF1063
 DF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS029695(NAD 83)
 DF1063_MARKER: DD = SURVEY DISK
 DF1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF1063_SP_SET: CULVERT
 DF1063_STAMPING: 15 DOP 1972 531 FT
 DF1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1063
 DF1063  HISTORY     - Date     Condition        Report By
 DF1063  HISTORY     - 1972     MONUMENTED       USGS
 DF1063  HISTORY     - 1979     GOOD             NGS
 DF1063
 DF1063                          STATION DESCRIPTION
 DF1063
 DF1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1063'10.2 MI NE FROM MILLEDGEVILLE.
 DF1063'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 DF1063'MILLEDGEVILLE TO THE MARK ON THE LEFT, SET IN TOP OF THE EAST END
 DF1063'OF NORTH CONCRETE CULVERT UNDER HIGHWAY, AT A MAJOR POWERLINE
 DF1063'CROSSING, 23.5 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 17 FEET
 DF1063'SOUTHEAST OF POWER POLE.
 DF1063'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 DF1063'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0513 ***********************************************************************
 DG0513  DESIGNATION -  15 F 10=PTA 71 C OF A
 DG0513  PID         -  DG0513
 DG0513  STATE/COUNTY-  GA/FULTON
 DG0513  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0513
 DG0513                         *CURRENT SURVEY CONTROL
 DG0513  ___________________________________________________________________
 DG0513* NAD 83(1986)-  33 40 31.     (N)    084 26 30.     (W)     SCALED    
 DG0513* NAVD 88     -       321.664  (meters)    1055.33   (feet)  ADJUSTED  
 DG0513  ___________________________________________________________________
 DG0513  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DG0513  DYNAMIC HT  -         321.303 (meters)    1054.14  (feet)  COMP
 DG0513  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 DG0513
 DG0513  VERT ORDER  -  FIRST     CLASS II
 DG0513
 DG0513.The horizontal coordinates were scaled from a topographic map and have
 DG0513.an estimated accuracy of +/- 6 seconds.
 DG0513
 DG0513.The orthometric height was determined by differential leveling
 DG0513.and adjusted by the National Geodetic Survey in June 1991..
 DG0513
 DG0513.The geoid height was determined by GEOID03.
 DG0513
 DG0513.The dynamic height is computed by dividing the NAVD 88
 DG0513.geopotential number by the normal gravity value computed on the
 DG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0513.degrees latitude (g = 980.6199 gals.).
 DG0513
 DG0513.The modeled gravity was interpolated from observed gravity values.
 DG0513
 DG0513;                    North         East    Units  Estimated Accuracy
 DG0513;SPC GA W     -   407,520.      674,500.      MT  (+/- 180 meters Scaled)
 DG0513
 DG0513                          SUPERSEDED SURVEY CONTROL
 DG0513
 DG0513  NGVD 29 (??/??/92)  321.585  (m)         1055.07   (f) ADJ UNCH    1 2
 DG0513
 DG0513.Superseded values are not recommended for survey control.
 DG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0513.See file dsdata.txt to determine how the superseded data were derived.
 DG0513
 DG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC371290(NAD 83)
 DG0513_MARKER: DD = SURVEY DISK
 DG0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0513_SP_SET: SIDEWALK
 DG0513_STAMPING: 15 F 10 PTA STA 1 1055.0 1927
 DG0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0513
 DG0513  HISTORY     - Date     Condition        Report By
 DG0513  HISTORY     - 1927     MONUMENTED       GA0280
 DG0513  HISTORY     - 1973     GOOD             NGS
 DG0513
 DG0513                          STATION DESCRIPTION
 DG0513
 DG0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0513'AT EAST POINT.
 DG0513'A CITY OF ATLANTA CONSTRUCTION DEPARTMENT DISK SET IN SIDEWALK
 DG0513'AT THE NORTHWEST CORNER OF SOUTH MAIN STREET AND WEST WASHINGTON
 DG0513'AVENUE.  ABOUT 0.3 MILE SOUTH OF THE EAST POINT CITY HALL, 17.0
 DG0513'FEET NORTH OF THE NORTH CURB OF WEST WASHINGTON AVENUE, 9.7 FEET
 DG0513'NORTH OF A FIRE HYDRANT, 0.9 FEET WEST OF THE WEST CURB OF SOUTH
 DG0513'MAIN STREET.  THE DISK IS FLUSH WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0425 ***********************************************************************
 DG0425  DESIGNATION -  150 C OF A
 DG0425  PID         -  DG0425
 DG0425  STATE/COUNTY-  GA/DE KALB
 DG0425  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0425
 DG0425                         *CURRENT SURVEY CONTROL
 DG0425  ___________________________________________________________________
 DG0425* NAD 83(1986)-  33 46 30.     (N)    084 09 45.     (W)     SCALED    
 DG0425* NAVD 88     -       312.376  (meters)    1024.85   (feet)  ADJUSTED  
 DG0425  ___________________________________________________________________
 DG0425  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG0425  DYNAMIC HT  -         312.032 (meters)    1023.73  (feet)  COMP
 DG0425  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 DG0425
 DG0425  VERT ORDER  -  SECOND    CLASS 0
 DG0425
 DG0425.The horizontal coordinates were scaled from a topographic map and have
 DG0425.an estimated accuracy of +/- 6 seconds.
 DG0425
 DG0425.The orthometric height was determined by differential leveling
 DG0425.and adjusted by the National Geodetic Survey in June 1991..
 DG0425
 DG0425.The geoid height was determined by GEOID03.
 DG0425
 DG0425.The dynamic height is computed by dividing the NAVD 88
 DG0425.geopotential number by the normal gravity value computed on the
 DG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0425.degrees latitude (g = 980.6199 gals.).
 DG0425
 DG0425.The modeled gravity was interpolated from observed gravity values.
 DG0425
 DG0425;                    North         East    Units  Estimated Accuracy
 DG0425;SPC GA W     -   418,550.      700,390.      MT  (+/- 180 meters Scaled)
 DG0425
 DG0425                          SUPERSEDED SURVEY CONTROL
 DG0425
 DG0425  NGVD 29 (??/??/92)  312.325  (m)         1024.69   (f) ADJ UNCH    2 0
 DG0425
 DG0425.Superseded values are not recommended for survey control.
 DG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0425.See file dsdata.txt to determine how the superseded data were derived.
 DG0425
 DG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC627408(NAD 83)
 DG0425_MARKER: DD = SURVEY DISK
 DG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0425_STAMPING: 150 1927 1024.686
 DG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0425+STABILITY: SURFACE MOTION
 DG0425
 DG0425  HISTORY     - Date     Condition        Report By
 DG0425  HISTORY     - 1927     MONUMENTED       GA0280
 DG0425  HISTORY     - 1953     GOOD             NGS
 DG0425
 DG0425                          STATION DESCRIPTION
 DG0425
 DG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0425'2.5 MI S FROM STONE MOUNTAIN.
 DG0425'2.4 MILES SOUTH ALONG THE GEORGIA RAILROAD FROM STONE MOUNTAIN,
 DG0425'DE KALB COUNTY, DIRECTLY OPPOSITE MILEPOST 153, 43 FEET WEST
 DG0425'OF THE CENTERLINE OF THE REDAN ROAD, OPPOSITE THE B.C. HUMPHREYS
 DG0425'HOME, 50 FEET EAST OF THE EAST RAIL, IN LINE WITH TWO OAK TREES,
 DG0425'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0051 ***********************************************************************
 EE0051  DESIGNATION -  1512
 EE0051  PID         -  EE0051
 EE0051  STATE/COUNTY-  GA/FANNIN
 EE0051  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0051
 EE0051                         *CURRENT SURVEY CONTROL
 EE0051  ___________________________________________________________________
 EE0051* NAD 83(1986)-  34 56 15.     (N)    084 21 04.     (W)     SCALED    
 EE0051* NAVD 88     -       460.729  (meters)    1511.58   (feet)  ADJUSTED  
 EE0051  ___________________________________________________________________
 EE0051  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE0051  DYNAMIC HT  -         460.255 (meters)    1510.02  (feet)  COMP
 EE0051  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 EE0051
 EE0051  VERT ORDER  -  SECOND    CLASS 0
 EE0051
 EE0051.The horizontal coordinates were scaled from a topographic map and have
 EE0051.an estimated accuracy of +/- 6 seconds.
 EE0051
 EE0051.The orthometric height was determined by differential leveling
 EE0051.and adjusted by the National Geodetic Survey in June 1991..
 EE0051
 EE0051.The geoid height was determined by GEOID03.
 EE0051
 EE0051.The dynamic height is computed by dividing the NAVD 88
 EE0051.geopotential number by the normal gravity value computed on the
 EE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0051.degrees latitude (g = 980.6199 gals.).
 EE0051
 EE0051.The modeled gravity was interpolated from observed gravity values.
 EE0051
 EE0051;                    North         East    Units  Estimated Accuracy
 EE0051;SPC GA W     -   547,510.      683,150.      MT  (+/- 180 meters Scaled)
 EE0051
 EE0051                          SUPERSEDED SURVEY CONTROL
 EE0051
 EE0051  NGVD 29 (??/??/92)  460.751  (m)         1511.65   (f) ADJ UNCH    2 0
 EE0051
 EE0051.Superseded values are not recommended for survey control.
 EE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0051.See file dsdata.txt to determine how the superseded data were derived.
 EE0051
 EE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD419693(NAD 83)
 EE0051_MARKER: DD = SURVEY DISK
 EE0051_SETTING: 66 = SET IN ROCK OUTCROP
 EE0051_SP_SET: ROCK OUTCROPS
 EE0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0051+STABILITY: POSITION/ELEVATION WELL
 EE0051
 EE0051  HISTORY     - Date     Condition        Report By
 EE0051  HISTORY     - UNK      MONUMENTED       USGS
 EE0051  HISTORY     - 1972     GOOD             NGS
 EE0051
 EE0051                          STATION DESCRIPTION
 EE0051
 EE0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0051'7.3 MI N FROM BLUE RIDGE.
 EE0051'ABOUT 7.3 MILES NORTH ALONG THE COPPERHILL, TENNESSEE BRANCH OF
 EE0051'THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT BLUE
 EE0051'RIDGE, 0.25 MILE SOUTH OF MILEPOST L 388, ALONG THE NORTH BANK
 EE0051'OF A CUT, 4 1/2 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 EE0051'A SLOPING SHELF ON THE WEST SIDE OF THE MORE EASTERLY OF TWO
 EE0051'LARGE ROCK OUTCROPS, 1.0 FOOT NORTHWEST OF THE SOUTHWEST CORNER
 EE0051'OF THE OUTCROP, 51 FEET NORTHWEST OF THE CENTER OF A 13-FOOT
 EE0051'OPENING IN THE SOUTH BANK OF THE CUT, 104 YARDS EAST OF A WHISTLE
 EE0051'POST, ABOUT 1 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 2
 EE0051'INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0714 ***********************************************************************
 ED0714  DESIGNATION -  1529
 ED0714  PID         -  ED0714
 ED0714  STATE/COUNTY-  GA/LUMPKIN
 ED0714  USGS QUAD   -  NEELS GAP (1988)
 ED0714
 ED0714                         *CURRENT SURVEY CONTROL
 ED0714  ___________________________________________________________________
 ED0714* NAD 83(1986)-  34 39 44.     (N)    083 54 08.     (W)     SCALED    
 ED0714* NAVD 88     -       466.141  (meters)    1529.33   (feet)  ADJUSTED  
 ED0714  ___________________________________________________________________
 ED0714  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 ED0714  DYNAMIC HT  -         465.639 (meters)    1527.68  (feet)  COMP
 ED0714  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 ED0714
 ED0714  VERT ORDER  -  SECOND    CLASS 0
 ED0714
 ED0714.The horizontal coordinates were scaled from a topographic map and have
 ED0714.an estimated accuracy of +/- 6 seconds.
 ED0714
 ED0714.The orthometric height was determined by differential leveling
 ED0714.and adjusted by the National Geodetic Survey in June 1991..
 ED0714
 ED0714.The geoid height was determined by GEOID03.
 ED0714
 ED0714.The dynamic height is computed by dividing the NAVD 88
 ED0714.geopotential number by the normal gravity value computed on the
 ED0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0714.degrees latitude (g = 980.6199 gals.).
 ED0714
 ED0714.The modeled gravity was interpolated from observed gravity values.
 ED0714
 ED0714;                    North         East    Units  Estimated Accuracy
 ED0714;SPC GA W     -   516,990.      724,240.      MT  (+/- 180 meters Scaled)
 ED0714
 ED0714                          SUPERSEDED SURVEY CONTROL
 ED0714
 ED0714  NGVD 29 (??/??/92)  466.120  (m)         1529.26   (f) ADJ UNCH    2 0
 ED0714
 ED0714.Superseded values are not recommended for survey control.
 ED0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0714.See file dsdata.txt to determine how the superseded data were derived.
 ED0714
 ED0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU340394(NAD 83)
 ED0714_MARKER: B = BOLT
 ED0714_SETTING: 80 = SET IN A BOULDER
 ED0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0714+STABILITY: SURFACE MOTION
 ED0714
 ED0714  HISTORY     - Date     Condition        Report By
 ED0714  HISTORY     - UNK      MONUMENTED       USGS
 ED0714  HISTORY     - 1956     GOOD             NGS
 ED0714
 ED0714                          STATION DESCRIPTION
 ED0714
 ED0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0714'13.9 MI N FROM DAHLONEGA.
 ED0714'ABOUT 13.9 MILES N ALONG NO. 19 U.S. HIGHWAY FROM THE COURTHOUSE
 ED0714'AT DAHLONEGA, LUMPKIN COUNTY, AN ESTIMATED 150 YARDS WSW OF THE
 ED0714'JUNCTION OF NOS. 19 AND 129 U.S. HIGHWAYS, ABOUT 48 YARDS NW OF THE
 ED0714'CENTER OF THE FORMER, ABOUT 12 YARDS S OF THE TOE OF THE SLOPE
 ED0714'OF A SHOULDER RIDGE, 75.5 FEET NNW OF THE MOST NORTHERLY CORNER
 ED0714'OF A FRAME DWELLING THAT WAS ONE TIME STORE, 10 FEET WNW OF THE
 ED0714'CENTER OF THE TRACE OF AN OLD (CIRCA 1928) ROAD, ONE FOOT N OF
 ED0714'THE HIGHEST POINT OF THE LARGEST BOULDER IN THE CLOSE VICINITY,
 ED0714'AND ABOUT 9 FEET HIGHER THAN THE TOE OF THE HILL SLOPE.  A BRASS
 ED0714'PIN IN A DRILL HOLE IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0054 ***********************************************************************
 EE0054  DESIGNATION -  1533
 EE0054  PID         -  EE0054
 EE0054  STATE/COUNTY-  GA/FANNIN
 EE0054  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0054
 EE0054                         *CURRENT SURVEY CONTROL
 EE0054  ___________________________________________________________________
 EE0054* NAD 83(1986)-  34 54 27.     (N)    084 19 05.     (W)     SCALED    
 EE0054* NAVD 88     -       467.438  (meters)    1533.59   (feet)  ADJUSTED  
 EE0054  ___________________________________________________________________
 EE0054  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE0054  DYNAMIC HT  -         466.954 (meters)    1532.00  (feet)  COMP
 EE0054  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 EE0054
 EE0054  VERT ORDER  -  SECOND    CLASS 0
 EE0054
 EE0054.The horizontal coordinates were scaled from a topographic map and have
 EE0054.an estimated accuracy of +/- 6 seconds.
 EE0054
 EE0054.The orthometric height was determined by differential leveling
 EE0054.and adjusted by the National Geodetic Survey in June 1991..
 EE0054
 EE0054.The geoid height was determined by GEOID03.
 EE0054
 EE0054.The dynamic height is computed by dividing the NAVD 88
 EE0054.geopotential number by the normal gravity value computed on the
 EE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0054.degrees latitude (g = 980.6199 gals.).
 EE0054
 EE0054.The modeled gravity was interpolated from observed gravity values.
 EE0054
 EE0054;                    North         East    Units  Estimated Accuracy
 EE0054;SPC GA W     -   544,170.      686,170.      MT  (+/- 180 meters Scaled)
 EE0054
 EE0054                          SUPERSEDED SURVEY CONTROL
 EE0054
 EE0054  NGVD 29 (??/??/92)  467.455  (m)         1533.64   (f) ADJ UNCH    2 0
 EE0054
 EE0054.Superseded values are not recommended for survey control.
 EE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0054.See file dsdata.txt to determine how the superseded data were derived.
 EE0054
 EE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD450660(NAD 83)
 EE0054_MARKER: DD = SURVEY DISK
 EE0054_SETTING: 80 = SET IN A BOULDER
 EE0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0054+STABILITY: SURFACE MOTION
 EE0054
 EE0054  HISTORY     - Date     Condition        Report By
 EE0054  HISTORY     - UNK      MONUMENTED       USGS
 EE0054  HISTORY     - 1972     GOOD             NGS
 EE0054
 EE0054                          STATION DESCRIPTION
 EE0054
 EE0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0054'3.9 MI N FROM BLUE RIDGE.
 EE0054'ABOUT 3.9 MILES NORTH ALONG THE COPPERHILL, TENNESSEE BRANCH OF
 EE0054'THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION AT BLUE RIDGE,
 EE0054'0.3 MILE NORTH OF MILEPOST L 392, 6 1/2 FEET EAST OF THE EAST
 EE0054'RAIL, THE STEM OF A DISK SET IN THE TOP OF A SMALL FLAT BOULDER
 EE0054'THAT SLOPES UP ABOUT 90 DEGREES TO THE EAST, ON THE OUTSIDE OF A
 EE0054'CURVE IN THE TRACK AND 24 FEET NORTH OF THE SOUTH END OF A SHALLOW
 EE0054'CUT THAT IS 50 YARDS LONG ON THE EAST SIDE, 41 FEET SOUTH OF A
 EE0054'LARGE BOULDER THAT PROJECTS FROM THE EAST BANK NEAR THE CENTER OF
 EE0054'THE CUT, 101 FEET NORTH OF A TELEPHONE POLE, ABOUT 1 1/2 FEET
 EE0054'BELOW THE LEVEL OF THE TRACK, AND ABOUT 3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0330 ***********************************************************************
 DF0330  DESIGNATION -  154 USGS
 DF0330  PID         -  DF0330
 DF0330  STATE/COUNTY-  GA/WARREN
 DF0330  USGS QUAD   -  WARRENTON (1987)
 DF0330
 DF0330                         *CURRENT SURVEY CONTROL
 DF0330  ___________________________________________________________________
 DF0330* NAD 83(1986)-  33 24 35.     (N)    082 39 45.     (W)     SCALED    
 DF0330* NAVD 88     -       153.544  (meters)     503.75   (feet)  ADJUSTED  
 DF0330  ___________________________________________________________________
 DF0330  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DF0330  DYNAMIC HT  -         153.380 (meters)     503.21  (feet)  COMP
 DF0330  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DF0330
 DF0330  VERT ORDER  -  FIRST     CLASS II
 DF0330
 DF0330.The horizontal coordinates were scaled from a topographic map and have
 DF0330.an estimated accuracy of +/- 6 seconds.
 DF0330
 DF0330.The orthometric height was determined by differential leveling
 DF0330.and adjusted by the National Geodetic Survey in June 1991..
 DF0330
 DF0330.The geoid height was determined by GEOID03.
 DF0330
 DF0330.The dynamic height is computed by dividing the NAVD 88
 DF0330.geopotential number by the normal gravity value computed on the
 DF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0330.degrees latitude (g = 980.6199 gals.).
 DF0330
 DF0330.The modeled gravity was interpolated from observed gravity values.
 DF0330
 DF0330;                    North         East    Units  Estimated Accuracy
 DF0330;SPC GA E     -   378,150.      153,880.      MT  (+/- 180 meters Scaled)
 DF0330
 DF0330                          SUPERSEDED SURVEY CONTROL
 DF0330
 DF0330  NGVD 29 (??/??/92)  153.730  (m)          504.36   (f) ADJ UNCH    1 2
 DF0330
 DF0330.Superseded values are not recommended for survey control.
 DF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0330.See file dsdata.txt to determine how the superseded data were derived.
 DF0330
 DF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS454979(NAD 83)
 DF0330_MARKER: P = PIPE CAP
 DF0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0330_STAMPING: NO 154 MAC 1918
 DF0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0330
 DF0330  HISTORY     - Date     Condition        Report By
 DF0330  HISTORY     - 1918     MONUMENTED       USGS
 DF0330  HISTORY     - 1962     GOOD             NGS
 DF0330  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0330  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0330
 DF0330                          STATION DESCRIPTION
 DF0330
 DF0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0330'AT WARRENTON.
 DF0330'AT WARRENTON, ALONG THE GEORGIA RAILROAD, NEAR THE CROSSING OF
 DF0330'DEPOT STREET, 32 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DF0330'MAIN TRACK, 30 1/2 FEET WEST OF THE CENTER LINE OF DEPOT STREET,
 DF0330'1 1/2 FEET SOUTHWEST OF A WARNING SIGNAL, 4 1/2 FEET NORTHWEST OF
 DF0330'THE NORTHWEST RAIL OF A SIDE TRACK, 87 1/2 FEET NORTHWEST OF AND
 DF0330'ACROSS THE TRACK FROM BENCH MARK Z 69 DESCRIBED, ABOUT LEVEL WITH
 DF0330'THE STREET, A PIPE AND CAP PROJECTING 2 INCHES ABOVE THE LEVEL
 DF0330'OF THE GROUND.
 DF0330
 DF0330                          STATION RECOVERY (1976)
 DF0330
 DF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0330'MARK NOT FOUND.
 DF0330
 DF0330                          STATION RECOVERY (1979)
 DF0330
 DF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0017 ***********************************************************************
 EE0017  DESIGNATION -  1548
 EE0017  PID         -  EE0017
 EE0017  STATE/COUNTY-  GA/FANNIN
 EE0017  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0017
 EE0017                         *CURRENT SURVEY CONTROL
 EE0017  ___________________________________________________________________
 EE0017* NAD 83(1986)-  34 54 23.     (N)    084 17 13.     (W)     SCALED    
 EE0017* NAVD 88     -       471.627  (meters)    1547.33   (feet)  ADJUSTED  
 EE0017  ___________________________________________________________________
 EE0017  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE0017  DYNAMIC HT  -         471.135 (meters)    1545.72  (feet)  COMP
 EE0017  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 EE0017
 EE0017  VERT ORDER  -  SECOND    CLASS 0
 EE0017
 EE0017.The horizontal coordinates were scaled from a topographic map and have
 EE0017.an estimated accuracy of +/- 6 seconds.
 EE0017
 EE0017.The orthometric height was determined by differential leveling
 EE0017.and adjusted by the National Geodetic Survey in June 1991..
 EE0017
 EE0017.The geoid height was determined by GEOID03.
 EE0017
 EE0017.The dynamic height is computed by dividing the NAVD 88
 EE0017.geopotential number by the normal gravity value computed on the
 EE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0017.degrees latitude (g = 980.6199 gals.).
 EE0017
 EE0017.The modeled gravity was interpolated from observed gravity values.
 EE0017
 EE0017;                    North         East    Units  Estimated Accuracy
 EE0017;SPC GA W     -   544,050.      689,010.      MT  (+/- 180 meters Scaled)
 EE0017
 EE0017                          SUPERSEDED SURVEY CONTROL
 EE0017
 EE0017  NGVD 29 (??/??/92)  471.634  (m)         1547.35   (f) ADJ UNCH    2 0
 EE0017
 EE0017.Superseded values are not recommended for survey control.
 EE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0017.See file dsdata.txt to determine how the superseded data were derived.
 EE0017
 EE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD478660(NAD 83)
 EE0017_MARKER: X = CHISELED CROSS
 EE0017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE0017_SP_SET: PIER
 EE0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE0017+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 EE0017
 EE0017  HISTORY     - Date     Condition        Report By
 EE0017  HISTORY     - UNK      MONUMENTED       CGS
 EE0017  HISTORY     - 1972     GOOD             NGS
 EE0017  HISTORY     - 20000120 GOOD             NCGS
 EE0017  HISTORY     - 20050205 GOOD             LOCENG
 EE0017
 EE0017                          STATION DESCRIPTION
 EE0017
 EE0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0017'0.6 MI SW FROM MINERAL BLUFF.
 EE0017'ABOUT 0.6 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0017'RAILROAD FROM THE OLD STATION BUILDING AT MINERAL BLUFF, 0.4 MILE
 EE0017'SOUTHWEST OF MILEPOST 396, A CHISELED CROSS ON THE TOP OF THE
 EE0017'WEST CORNER OF THE SOUTHWEST MARBLE PIER FOR THE STEEL PORTION
 EE0017'OF RAILROAD BRIDGE NO. 2 OVER THE TOCCOA RIVER, 8 FEET NORTHWEST OF
 EE0017'THE NORTHWEST RAIL, 0.7 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE
 EE0017'PIER, 0.5 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE PIER, AND
 EE0017'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EE0017
 EE0017                          STATION RECOVERY (2000)
 EE0017
 EE0017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 EE0017'RECOVERED AS DESCRIBED. THE RAILROAD IS LONGER IN USE.
 EE0017
 EE0017                          STATION RECOVERY (2005)
 EE0017
 EE0017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0017'RAILROAD IS BACK IN SERVICE. FOR PERMISSION ONTO RIGHT-OF-WAY, CALL
 EE0017'GEORGIA NORTHEASTERN RAILROAD AT 770-424-2372. CROSS IS HEAVILY WORN
 EE0017'IN MARBLE SHELF DUE TO ELEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4184 ***********************************************************************
 CK4184  DESIGNATION -  155 FAR
 CK4184  PID         -  CK4184
 CK4184  STATE/COUNTY-  GA/JENKINS
 CK4184  USGS QUAD   -  FOUR POINTS (1978)
 CK4184
 CK4184                         *CURRENT SURVEY CONTROL
 CK4184  ___________________________________________________________________
 CK4184* NAD 83(1994)-  32 44 38.91448(N)    081 59 01.90704(W)     ADJUSTED  
 CK4184* NAVD 88     -        53.6    (meters)     176.     (feet)  VERTCON   
 CK4184  ___________________________________________________________________
 CK4184  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 CK4184  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 CK4184
 CK4184  HORZ ORDER  -  SECOND
 CK4184  VERT ORDER  -  THIRD ? (See Below)
 CK4184
 CK4184.The horizontal coordinates were established by classical geodetic methods
 CK4184.and adjusted by the National Geodetic Survey in September 1997..
 CK4184
 CK4184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4184.The vertical order pertains to the NGVD 29 superseded value.
 CK4184
 CK4184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4184
 CK4184.The geoid height was determined by GEOID03.
 CK4184
 CK4184;                    North         East     Units Scale Factor Converg.
 CK4184;SPC GA E     -   304,243.891   217,131.020   MT  0.99990362   +0 05 56.0
 CK4184;SPC GA E     -   998,173.50    712,370.69   sFT  0.99990362   +0 05 56.0
 CK4184;UTM  17      - 3,623,351.266   407,825.362   MT  0.99970476   -0 31 55.9
 CK4184
 CK4184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4184!SPC GA E     -   0.99999625  x   0.99990362  =   0.99989987
 CK4184!UTM  17      -   0.99999625  x   0.99970476  =   0.99970101
 CK4184
 CK4184                          SUPERSEDED SURVEY CONTROL
 CK4184
 CK4184  NAD 83(1986)-  32 44 38.91611(N)    081 59 01.90092(W) AD(       ) 2
 CK4184  NAD 27      -  32 44 38.34973(N)    081 59 02.48033(W) AD(       ) 2
 CK4184  NGVD 29 (07/19/86)   53.8    (m)          177.     (f) LEVELING    3  
 CK4184
 CK4184.Superseded values are not recommended for survey control.
 CK4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4184.See file dsdata.txt to determine how the superseded data were derived.
 CK4184
 CK4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0782523351(NAD 83)
 CK4184_MARKER: DB = BENCH MARK DISK
 CK4184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK4184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4184_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK4184
 CK4184  HISTORY     - Date     Condition        Report By
 CK4184  HISTORY     - 1979     MONUMENTED       NGS
 CK4184
 CK4184                          STATION DESCRIPTION
 CK4184
 CK4184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CK4184'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF MIDVILLE
 CK4184'6-1/2 MILES NORTHWEST OF SCARBORO AND 4-3/4 MILES SOUTH-SOUTHWEST
 CK4184'OF MILLEN ON HIGHWAY RIGHT-OF-WAY.
 CK4184'
 CK4184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND
 CK4184'STATE HIGHWAYS 17,23,21 AND 121 AT THE WEST EDGE OF MILLEN, GO
 CK4184'SOUTH ON U.S. HIGHWAY 25 AND STATE HIGHWAYS 23 AND 121 FOR 3.3
 CK4184'MILES TO THE JUNCTION OF STATE HIGHWAY 23 ON THE RIGHT.
 CK4184'CONTINUE SOUTH ON HIGHWAYS 25 AND 121 FOR 1.7 MILES TO THE STATION
 CK4184'ON THE LEFT AS DESCRIBED.
 CK4184'
 CK4184'THE STATION IS A STANDARD USGS BENCH MARK DISK STAMPED---155 FAR
 CK4184'1970---, SET INTO A DRILL-HOLE IN THE TOP OF A CONCRETE
 CK4184'CULVERT.  THE CULVERT IS ABOUT 3 FEET ABOVE THE GROUND ON
 CK4184'THE EAST SIDE, FLUSH WITH THE GROUND ON THE WEST SIDE AND
 CK4184'ABOUT 2 FEET BELOW THE HIGHWAY.
 CK4184'IT IS LOCATED 32 FEET EAST-SOUTHEAST FROM THE CENTER OF HIGHWAYS
 CK4184'25 AND 121,
 CK4184'1.9 FEET NORTHEAST FROM A METAL WITNESS POST AND
 CK4184'0.65 FEET NORTH FROM THE SOUTH END OF THE CONCRETE CULVERT.
 CK4184'
 CK4184'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 CK4184'MARKS WERE ESTABLISHED FOR THIS STATION.
 CK4184'
 CK4184'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PRONG
 CK4184'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 CK4184'
 CK4184'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0019 ***********************************************************************
 EE0019  DESIGNATION -  1553
 EE0019  PID         -  EE0019
 EE0019  STATE/COUNTY-  GA/FANNIN
 EE0019  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0019
 EE0019                         *CURRENT SURVEY CONTROL
 EE0019  ___________________________________________________________________
 EE0019* NAD 83(1986)-  34 54 49.     (N)    084 16 44.     (W)     SCALED    
 EE0019* NAVD 88     -       473.452  (meters)    1553.32   (feet)  ADJUSTED  
 EE0019  ___________________________________________________________________
 EE0019  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE0019  DYNAMIC HT  -         472.958 (meters)    1551.70  (feet)  COMP
 EE0019  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 EE0019
 EE0019  VERT ORDER  -  SECOND    CLASS 0
 EE0019
 EE0019.The horizontal coordinates were scaled from a topographic map and have
 EE0019.an estimated accuracy of +/- 6 seconds.
 EE0019
 EE0019.The orthometric height was determined by differential leveling
 EE0019.and adjusted by the National Geodetic Survey in June 1991..
 EE0019
 EE0019.The geoid height was determined by GEOID03.
 EE0019
 EE0019.The dynamic height is computed by dividing the NAVD 88
 EE0019.geopotential number by the normal gravity value computed on the
 EE0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0019.degrees latitude (g = 980.6199 gals.).
 EE0019
 EE0019.The modeled gravity was interpolated from observed gravity values.
 EE0019
 EE0019;                    North         East    Units  Estimated Accuracy
 EE0019;SPC GA W     -   544,850.      689,750.      MT  (+/- 180 meters Scaled)
 EE0019
 EE0019                          SUPERSEDED SURVEY CONTROL
 EE0019
 EE0019  NGVD 29 (??/??/92)  473.458  (m)         1553.34   (f) ADJ UNCH    2 0
 EE0019
 EE0019.Superseded values are not recommended for survey control.
 EE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0019.See file dsdata.txt to determine how the superseded data were derived.
 EE0019
 EE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD485668(NAD 83)
 EE0019_MARKER: X = CHISELED CROSS
 EE0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0019_SP_SET: WATER TABLE
 EE0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0019+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2000
 EE0019
 EE0019  HISTORY     - Date     Condition        Report By
 EE0019  HISTORY     - UNK      MONUMENTED       USGS
 EE0019  HISTORY     - 1972     GOOD             NGS
 EE0019  HISTORY     - 20000120 SEE DESCRIPTION  NCGS
 EE0019
 EE0019                          STATION DESCRIPTION
 EE0019
 EE0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0019'AT MINERAL BLUFF.
 EE0019'AT MINERAL BLUFF, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE0019'AT THE OLD RAILROAD STATION BUILDING WHICH IS NOW USED FOR
 EE0019'PREPARING STONE FOR SHIPMENT, 28 1/2 FEET SOUTHEAST OF THE
 EE0019'SOUTHEAST RAIL OF THE MAIN TRACK, 3.1 FEET SOUTHEAST OF THE NORTH
 EE0019'CORNER OF THE BUILDING, A CHISELED CROSS ON THE TOP OF A THIN
 EE0019'FLAT STONE ON THE WATER TABLE, ABOUT 3 FEET ABOVE THE TRACK,
 EE0019'AND ABOUT 2 FEET ABOVE THE GROUND.
 EE0019
 EE0019                          STATION RECOVERY (2000)
 EE0019
 EE0019'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 EE0019'THE STATION IS DESTROYED. A LARGE PIECE OF THE FOUNDATION/WATER TABLE
 EE0019'IS MISSING WHERE STATION SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0426 ***********************************************************************
 ED0426  DESIGNATION -  1569
 ED0426  PID         -  ED0426
 ED0426  STATE/COUNTY-  GA/RABUN
 ED0426  USGS QUAD   -  TALLULAH FALLS (1953)
 ED0426
 ED0426                         *CURRENT SURVEY CONTROL
 ED0426  ___________________________________________________________________
 ED0426* NAD 83(1986)-  34 44 10.     (N)    083 23 32.     (W)     SCALED    
 ED0426* NAVD 88     -       478.179  (meters)    1568.83   (feet)  ADJUSTED  
 ED0426  ___________________________________________________________________
 ED0426  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ED0426  DYNAMIC HT  -         477.663 (meters)    1567.13  (feet)  COMP
 ED0426  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 ED0426
 ED0426  VERT ORDER  -  FIRST     CLASS II
 ED0426
 ED0426.The horizontal coordinates were scaled from a topographic map and have
 ED0426.an estimated accuracy of +/- 6 seconds.
 ED0426
 ED0426.The orthometric height was determined by differential leveling
 ED0426.and adjusted by the National Geodetic Survey in June 1991..
 ED0426
 ED0426.The geoid height was determined by GEOID03.
 ED0426
 ED0426.The dynamic height is computed by dividing the NAVD 88
 ED0426.geopotential number by the normal gravity value computed on the
 ED0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0426.degrees latitude (g = 980.6199 gals.).
 ED0426
 ED0426.The modeled gravity was interpolated from observed gravity values.
 ED0426
 ED0426;                    North         East    Units  Estimated Accuracy
 ED0426;SPC GA W     -   525,430.      770,920.      MT  (+/- 180 meters Scaled)
 ED0426
 ED0426                          SUPERSEDED SURVEY CONTROL
 ED0426
 ED0426  NGVD 29 (12/12/91)  478.170  (m)         1568.80   (f) ADJUSTED    1 2
 ED0426
 ED0426.Superseded values are not recommended for survey control.
 ED0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0426.See file dsdata.txt to determine how the superseded data were derived.
 ED0426
 ED0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU809463(NAD 83)
 ED0426_MARKER: DD = SURVEY DISK
 ED0426_SETTING: 66 = SET IN ROCK OUTCROP
 ED0426_SP_SET: UNSPECIFIED ROCK
 ED0426_STAMPING: 1568.809
 ED0426_MARK LOGO: USGS  
 ED0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED0426+STABILITY: POSITION/ELEVATION WELL
 ED0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0426+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1994
 ED0426
 ED0426  HISTORY     - Date     Condition        Report By
 ED0426  HISTORY     - UNK      MONUMENTED       USGS
 ED0426  HISTORY     - 1953     GOOD             NGS
 ED0426  HISTORY     - 1982     GOOD             NGS
 ED0426  HISTORY     - 19941119 POOR             NGS
 ED0426
 ED0426                          STATION DESCRIPTION
 ED0426
 ED0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 ED0426'AT TALLULAH FALLS.
 ED0426'AT TALLULAH FALLS, RABUN COUNTY, ON THE TALLULAH FALLS RAILWAY,
 ED0426'20 FEET SOUTH OF THE STATION, AT MILEAGE 20.9, 70 FEET EAST OF
 ED0426'THE CENTERLINE OF A ROAD THAT WINDS UP A HILL TO THE SOUTHEAST,
 ED0426'AND IN THE FACE OF A LARGE ROCK.  A UNITED STATES GEOLOGICAL
 ED0426'SURVEY STANDARD DISK, STAMPED 1568.809 AND SET VERTICALLY.
 ED0426
 ED0426                          STATION RECOVERY (1982)
 ED0426
 ED0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0426'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN TALLULAH
 ED0426'FALLS, 0.24 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAYS 23 AND 441 FROM THE
 ED0426'POST OFFICE, NEAR THE SOUTHEAST CORNER OF THE ABANDONED RAILROAD
 ED0426'STATION, NOW OCCUPIED BY THE TALLULAH FALLS CO-OP CRAFT SHOP, SET
 ED0426'VERTICALLY IN THE NORTHWEST FACE OF EXPOSED OUTCROP, 5.33 METERS
 ED0426'(17.5 FT) WEST OF THE WEST END OF A 2.74-METER (9.0-FT) LONG
 ED0426'CYLINDRICAL GAS TANK, 4.57 METERS (15.0 FT) SOUTHEAST OF THE SOUTHEAST
 ED0426'CORNER OF THE STONE FOUNDATION OF THE OLD RAILROAD STATION.
 ED0426'THE MARK IS 0.61 M ABOVE GROUND.
 ED0426
 ED0426                          STATION RECOVERY (1994)
 ED0426
 ED0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED0426'MARK WAS RECOVERED AS DESCRIBED BEHIND CO-OP CRAFT SHOP AND IS STILL
 ED0426'SOLID DESPITE EDGES HAVING BEEN BENT FORWARD BY A VANDAL RECENTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0291 ***********************************************************************
 DF0291  DESIGNATION -  157
 DF0291  PID         -  DF0291
 DF0291  STATE/COUNTY-  GA/HANCOCK
 DF0291  USGS QUAD   -  SPARTA (1987)
 DF0291
 DF0291                         *CURRENT SURVEY CONTROL
 DF0291  ___________________________________________________________________
 DF0291* NAD 83(1986)-  33 16 49.     (N)    082 58 12.     (W)     SCALED    
 DF0291* NAVD 88     -       173.953  (meters)     570.71   (feet)  ADJUSTED  
 DF0291  ___________________________________________________________________
 DF0291  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DF0291  DYNAMIC HT  -         173.768 (meters)     570.10  (feet)  COMP
 DF0291  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DF0291
 DF0291  VERT ORDER  -  FIRST     CLASS II
 DF0291
 DF0291.The horizontal coordinates were scaled from a topographic map and have
 DF0291.an estimated accuracy of +/- 6 seconds.
 DF0291
 DF0291.The orthometric height was determined by differential leveling
 DF0291.and adjusted by the National Geodetic Survey in June 1991..
 DF0291
 DF0291.The geoid height was determined by GEOID03.
 DF0291
 DF0291.The dynamic height is computed by dividing the NAVD 88
 DF0291.geopotential number by the normal gravity value computed on the
 DF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0291.degrees latitude (g = 980.6199 gals.).
 DF0291
 DF0291.The modeled gravity was interpolated from observed gravity values.
 DF0291
 DF0291;                    North         East    Units  Estimated Accuracy
 DF0291;SPC GA E     -   363,970.      125,170.      MT  (+/- 180 meters Scaled)
 DF0291
 DF0291                          SUPERSEDED SURVEY CONTROL
 DF0291
 DF0291  NGVD 29 (??/??/92)  174.124  (m)          571.27   (f) ADJ UNCH    1 2
 DF0291
 DF0291.Superseded values are not recommended for survey control.
 DF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0291.See file dsdata.txt to determine how the superseded data were derived.
 DF0291
 DF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS165840(NAD 83)
 DF0291_MARKER: P = PIPE CAP
 DF0291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0291_STAMPING: 157 MAC 1918
 DF0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0291
 DF0291  HISTORY     - Date     Condition        Report By
 DF0291  HISTORY     - 1918     MONUMENTED       USGS
 DF0291  HISTORY     - 1962     GOOD             NGS
 DF0291  HISTORY     - 1976     GOOD             NGS
 DF0291
 DF0291                          STATION DESCRIPTION
 DF0291
 DF0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0291'AT SPARTA.
 DF0291'AT SPARTA, ABOUT 0.5 MILE NORTHEAST ALONG THE GEORGIA RAILROAD
 DF0291'FROM THE OVERHEAD CROSSING OF STATE HIGHWAYS 22 AND 15, 0.35 MILE
 DF0291'NORTHEAST OF MILEPOST M 23, NEAR THE OLD RAILROAD STATION, 30 FEET
 DF0291'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 14 1/2 FEET
 DF0291'NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 126 FEET NORTH
 DF0291'OF AND ACROSS THE TRACK FROM THE NORTH CORNER OF THE STATION,
 DF0291'26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A BLACK TOP STREET,
 DF0291'36 FEET SOUTH OF A POWER LINE POLE WITH A STREET LIGHT, 26 FEET
 DF0291'EAST OF A 24-INCH OAK TREE, 7 FEET ABOVE THE LEVEL OF THE TRACK,
 DF0291'A USGS PIPE AND CAP PROJECTING 8 INCHES ABOVE THE LEVEL OF THE
 DF0291'GROUND.
 DF0291
 DF0291                          STATION RECOVERY (1976)
 DF0291
 DF0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0291'FOUND AS DESCRIBED EXCEPT STAMPING AND NO POWER POLE WITH STREET
 DF0291'LIGHT AND NO OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0731 ***********************************************************************
 ED0731  DESIGNATION -  1571
 ED0731  PID         -  ED0731
 ED0731  STATE/COUNTY-  GA/WHITE
 ED0731  USGS QUAD   -  CLEVELAND (1981)
 ED0731
 ED0731                         *CURRENT SURVEY CONTROL
 ED0731  ___________________________________________________________________
 ED0731* NAD 83(1986)-  34 35 50.     (N)    083 45 48.     (W)     SCALED    
 ED0731* NAVD 88     -       478.883  (meters)    1571.14   (feet)  ADJUSTED  
 ED0731  ___________________________________________________________________
 ED0731  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 ED0731  DYNAMIC HT  -         478.370 (meters)    1569.45  (feet)  COMP
 ED0731  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 ED0731
 ED0731  VERT ORDER  -  SECOND    CLASS 0
 ED0731
 ED0731.The horizontal coordinates were scaled from a topographic map and have
 ED0731.an estimated accuracy of +/- 6 seconds.
 ED0731
 ED0731.The orthometric height was determined by differential leveling
 ED0731.and adjusted by the National Geodetic Survey in June 1991..
 ED0731
 ED0731.The geoid height was determined by GEOID03.
 ED0731
 ED0731.The dynamic height is computed by dividing the NAVD 88
 ED0731.geopotential number by the normal gravity value computed on the
 ED0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0731.degrees latitude (g = 980.6199 gals.).
 ED0731
 ED0731.The modeled gravity was interpolated from observed gravity values.
 ED0731
 ED0731;                    North         East    Units  Estimated Accuracy
 ED0731;SPC GA W     -   509,820.      737,000.      MT  (+/- 180 meters Scaled)
 ED0731
 ED0731                          SUPERSEDED SURVEY CONTROL
 ED0731
 ED0731  NGVD 29 (??/??/92)  478.867  (m)         1571.08   (f) ADJ UNCH    2 0
 ED0731
 ED0731.Superseded values are not recommended for survey control.
 ED0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0731.See file dsdata.txt to determine how the superseded data were derived.
 ED0731
 ED0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU465318(NAD 83)
 ED0731_MARKER: DD = SURVEY DISK
 ED0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0731_SP_SET: BUILDING
 ED0731_STAMPING: 1571 ATLANTA 1571.083
 ED0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0731+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 ED0731
 ED0731  HISTORY     - Date     Condition        Report By
 ED0731  HISTORY     - UNK      MONUMENTED       USGS
 ED0731  HISTORY     - 1956     GOOD             NGS
 ED0731  HISTORY     - 20010807 GOOD             GADT
 ED0731
 ED0731                          STATION DESCRIPTION
 ED0731
 ED0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0731'AT CLEVELAND.
 ED0731'AT CLEVELAND, WHITE COUNTY, IN THE E WALL OF THE BRICK COURTHOUSE,
 ED0731'26.3 FEET S OF THE CENTER OF THE E DOOR, 1.3 FEET N OF THE SE
 ED0731'CORNER OF THE BUILDING, 8.8 FEET HIGHER THAN THE NEAREST STREET
 ED0731'SURFACE, 1.4 FEET ABOVE THE GROUND, AND 0.75 FOOT ABOVE THE
 ED0731'LEVEL OF THE MAIN FLOOR OF THE BUILDING.
 ED0731
 ED0731                          STATION RECOVERY (2001)
 ED0731
 ED0731'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0337 ***********************************************************************
 DF0337  DESIGNATION -  158
 DF0337  PID         -  DF0337
 DF0337  STATE/COUNTY-  GA/WARREN
 DF0337  USGS QUAD   -  WARRENTON (1987)
 DF0337
 DF0337                         *CURRENT SURVEY CONTROL
 DF0337  ___________________________________________________________________
 DF0337* NAD 83(1986)-  33 27 12.     (N)    082 38 41.     (W)     SCALED    
 DF0337* NAVD 88     -       183.720  (meters)     602.75   (feet)  ADJUSTED  
 DF0337  ___________________________________________________________________
 DF0337  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DF0337  DYNAMIC HT  -         183.526 (meters)     602.12  (feet)  COMP
 DF0337  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DF0337
 DF0337  VERT ORDER  -  FIRST     CLASS II
 DF0337
 DF0337.The horizontal coordinates were scaled from a topographic map and have
 DF0337.an estimated accuracy of +/- 6 seconds.
 DF0337
 DF0337.The orthometric height was determined by differential leveling
 DF0337.and adjusted by the National Geodetic Survey in June 1991..
 DF0337
 DF0337.The geoid height was determined by GEOID03.
 DF0337
 DF0337.The dynamic height is computed by dividing the NAVD 88
 DF0337.geopotential number by the normal gravity value computed on the
 DF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0337.degrees latitude (g = 980.6199 gals.).
 DF0337
 DF0337.The modeled gravity was interpolated from observed gravity values.
 DF0337
 DF0337;                    North         East    Units  Estimated Accuracy
 DF0337;SPC GA E     -   382,980.      155,560.      MT  (+/- 180 meters Scaled)
 DF0337
 DF0337                          SUPERSEDED SURVEY CONTROL
 DF0337
 DF0337  NGVD 29 (??/??/92)  183.91   (m)          603.4    (f) COMPUTED    1 2
 DF0337
 DF0337.Superseded values are not recommended for survey control.
 DF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0337.See file dsdata.txt to determine how the superseded data were derived.
 DF0337
 DF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT471027(NAD 83)
 DF0337_MARKER: P = PIPE CAP
 DF0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0337_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0337_STAMPING: 158 1918
 DF0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0337
 DF0337  HISTORY     - Date     Condition        Report By
 DF0337  HISTORY     - 1918     MONUMENTED       USGS
 DF0337  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0337  HISTORY     - 1962     MARK NOT FOUND   NGS
 DF0337
 DF0337                          STATION DESCRIPTION
 DF0337
 DF0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0337'AT CAMAK.
 DF0337'MR. GINLET, RAILROAD SECTION FOREMAN STATED THAT TRACKS HAD
 DF0337'BEEN SHIFTED OVER FROM TIME TO TIME WITH NO RECORD KEPT OF THE
 DF0337'SHIFTS.  THE TANK MENTIONED HAS BEEN REPLACED AND EVEN THE
 DF0337'REPLACEMENT DISMANTLED AND REMOVED.  ROAD IMPROVEMENTS MAKE THE
 DF0337'PRESENT CENTER SUSPECT AS REGARDS THE DESCRIPTION OF THE SUBJECT
 DF0337'MARK.  PROBING FAILED TO FIND ANY EVIDENCE OF THE MARK.  THE
 DF0337'NEAREST STOREKEEPER REMEMBERED SEEING IT WHEN HE LOADED LOGS
 DF0337'THERE.  AT CAMAK, WARREN COUNTY, 264 FEET NORTHEAST OF THE
 DF0337'NORTHEAST END OF THE GEORGIA RAILROAD STATION, 64 FEET SOUTHEAST
 DF0337'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 39 FEET NORTHEAST OF A
 DF0337'WATER TANK, AND 38 FEET NORTHWEST OF THE CENTERLINE OF A COUNTY
 DF0337'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DF0337'158 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DF0337
 DF0337                          STATION RECOVERY (1962)
 DF0337
 DF0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0728 ***********************************************************************
 ED0728  DESIGNATION -  1597
 ED0728  PID         -  ED0728
 ED0728  STATE/COUNTY-  GA/WHITE
 ED0728  USGS QUAD   -  COWROCK (1988)
 ED0728
 ED0728                         *CURRENT SURVEY CONTROL
 ED0728  ___________________________________________________________________
 ED0728* NAD 83(1986)-  34 38 01.     (N)    083 49 29.     (W)     SCALED    
 ED0728* NAVD 88     -       486.801  (meters)    1597.11   (feet)  ADJUSTED  
 ED0728  ___________________________________________________________________
 ED0728  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 ED0728  DYNAMIC HT  -         486.283 (meters)    1595.41  (feet)  COMP
 ED0728  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 ED0728
 ED0728  VERT ORDER  -  SECOND    CLASS 0
 ED0728
 ED0728.The horizontal coordinates were scaled from a topographic map and have
 ED0728.an estimated accuracy of +/- 6 seconds.
 ED0728
 ED0728.The orthometric height was determined by differential leveling
 ED0728.and adjusted by the National Geodetic Survey in June 1991..
 ED0728
 ED0728.The geoid height was determined by GEOID03.
 ED0728
 ED0728.The dynamic height is computed by dividing the NAVD 88
 ED0728.geopotential number by the normal gravity value computed on the
 ED0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0728.degrees latitude (g = 980.6199 gals.).
 ED0728
 ED0728.The modeled gravity was interpolated from observed gravity values.
 ED0728
 ED0728;                    North         East    Units  Estimated Accuracy
 ED0728;SPC GA W     -   513,840.      731,350.      MT  (+/- 180 meters Scaled)
 ED0728
 ED0728                          SUPERSEDED SURVEY CONTROL
 ED0728
 ED0728  NGVD 29 (??/??/92)  486.786  (m)         1597.06   (f) ADJ UNCH    2 0
 ED0728
 ED0728.Superseded values are not recommended for survey control.
 ED0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0728.See file dsdata.txt to determine how the superseded data were derived.
 ED0728
 ED0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU410360(NAD 83)
 ED0728_MARKER: DD = SURVEY DISK
 ED0728_SETTING: 80 = SET IN A BOULDER
 ED0728_STAMPING: 1597 ATLANTA
 ED0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0728+STABILITY: SURFACE MOTION
 ED0728
 ED0728  HISTORY     - Date     Condition        Report By
 ED0728  HISTORY     - UNK      MONUMENTED       USGS
 ED0728  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0728
 ED0728                          STATION DESCRIPTION
 ED0728
 ED0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0728'5 MI NW FROM CLEVELAND.
 ED0728'THE PRESENT CULVERT AND RIGHT-OF-WAY MARKER ARE LESS THAN 100
 ED0728'FEET APART.  THERE IS SOME SLIGHT EVIDENCE OF THE ROAD HAVING
 ED0728'BEEN SHIFTED WESTERLY AT THE LOCATION.  BOULDERS REMIN AT THE
 ED0728'LOCATION, BUT FEW OF THEM WOULD HAVE BEEN MADE BENCH MARKS IN
 ED0728'THEIR PRESENT CONDITION.  NO EVIDENCE OF THE MARK WAS FOUND.
 ED0728'ABOUT 5 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE
 ED0728'AT CLEVELAND, WHITE COUNTY, 0.4 MILE NORTHWEST OF THE BRIDGE
 ED0728'OVER JENNY CREEK, 143 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 ED0728'THE WEST END OF AN 18-INCH CONCRETE CULVERT, 36.5 FEET WEST
 ED0728'OF THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTHWEST OF A
 ED0728'RIGHT-OF-WAY MARKER, AND IN THE TOP OF A LARGE GRANITE BOULDER ON
 ED0728'THE BANK OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 ED0728'STANDARD DISK, STAMPED 1597 ATLANTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1575 ***********************************************************************
 AI1575  PACS        -  This is a Primary Airport Control Station.
 AI1575  DESIGNATION -  15J A
 AI1575  PID         -  AI1575
 AI1575  STATE/COUNTY-  GA/COOK
 AI1575  USGS QUAD   -  ADEL (1973)
 AI1575
 AI1575                         *CURRENT SURVEY CONTROL
 AI1575  ___________________________________________________________________
 AI1575* NAD 83(1994)-  31 08 20.35599(N)    083 27 05.40160(W)     ADJUSTED  
 AI1575* NAVD 88     -        70.95   (meters)     232.8    (feet)  GPS OBS   
 AI1575  ___________________________________________________________________
 AI1575  X           -     623,146.216 (meters)                     COMP
 AI1575  Y           -  -5,428,426.522 (meters)                     COMP
 AI1575  Z           -   3,279,115.101 (meters)                     COMP
 AI1575  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI1575  ELLIP HEIGHT-          43.63  (meters)          (09/21/99) GPS OBS
 AI1575  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AI1575
 AI1575  HORZ ORDER  -  A
 AI1575  ELLP ORDER  -  THIRD     CLASS I
 AI1575
 AI1575.This mark is at Cook County Airport (15J)
 AI1575
 AI1575.The horizontal coordinates were established by GPS observations
 AI1575.and adjusted by the National Geodetic Survey in September 1999..
 AI1575
 AI1575.The orthometric height was determined by GPS observations and a
 AI1575.high-resolution geoid model.
 AI1575
 AI1575.GPS derived orthometric heights for airport stations designated as
 AI1575.PACS or SACS are published to 2 decimal places.  This maintains
 AI1575.centimeter relative accuracy between the PACS and SACS.  It does
 AI1575.not indicate centimeter accuracy relative to other marks which are
 AI1575.part of the NAVD 88 network.
 AI1575
 AI1575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1575
 AI1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1575
 AI1575.The ellipsoidal height was determined by GPS observations
 AI1575.and is referenced to NAD 83.
 AI1575
 AI1575.The geoid height was determined by GEOID03.
 AI1575
 AI1575;                    North         East     Units Scale Factor Converg.
 AI1575;SPC GA W     -   126,478.063   768,196.168   MT  0.99995735   +0 22 11.4
 AI1575;SPC GA W     -   414,953.45  2,520,323.59   sFT  0.99995735   +0 22 11.4
 AI1575;UTM  17      - 3,447,592.122   266,271.616   MT  1.00027389   -1 16 05.8
 AI1575
 AI1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1575!SPC GA W     -   0.99999315  x   0.99995735  =   0.99995050
 AI1575!UTM  17      -   0.99999315  x   1.00027389  =   1.00026704
 AI1575
 AI1575:                Primary Azimuth Mark                     Grid Az
 AI1575:SPC GA W     -  15J B                                    146 18 03.4
 AI1575:UTM  17      -  15J B                                    147 56 20.6
 AI1575
 AI1575|---------------------------------------------------------------------|
 AI1575| PID    Reference Object                     Distance      Geod. Az  |
 AI1575|                                                           dddmmss.s |
 AI1575| AI5654 15J B                               APPROX. 0.5 KM 1464014.8 |
 AI1575|---------------------------------------------------------------------|
 AI1575
 AI1575                          SUPERSEDED SURVEY CONTROL
 AI1575
 AI1575.No superseded survey control is available for this station.
 AI1575
 AI1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6627247592(NAD 83)
 AI1575_MARKER: F = FLANGE-ENCASED ROD
 AI1575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI1575_STAMPING: 15J A 1998
 AI1575_MARK LOGO: NGS   
 AI1575_PROJECTION: FLUSH
 AI1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1575+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 AI1575_ROD/PIPE-DEPTH: 12.4 meters
 AI1575_SLEEVE-DEPTH  : 0.90 meters
 AI1575
 AI1575  HISTORY     - Date     Condition        Report By
 AI1575  HISTORY     - 1998     MONUMENTED       NGS
 AI1575  HISTORY     - 19980722 GOOD             NGS
 AI1575
 AI1575                          STATION DESCRIPTION
 AI1575
 AI1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI1575'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF ADEL, 1.0 KM
 AI1575'(0.60 MI) WEST OF INTERSTATE HIGHWAY 75, AT THE COOK COUNTY AIRPORT,
 AI1575'IN GRASS IN THE NORTH QUADRANT OF THE JUNCTION OF THE TWO RUNWAYS.
 AI1575'OWNERSHIP--COOK COUNTY, COOK COUNTY COURTHOUSE, 209 NORTH PARISH
 AI1575'AVENUE, ADEL, GA 31620.  BILL LUCAS IS AIRPORT AUTHORITY MANAGER,
 AI1575'AIRPORT MANAGER BILL LUCAS. TO REACH THE STATION FROM THE JUNCTION OF
 AI1575'INTERSTATE 75 AND STATE HIGHWAY 37 (EXIT 10) IN ADEL, GO WEST ON
 AI1575'HIGHWAY 37 FOR 1.0 KM (0.60 MI) TO AIRPORT ROAD ON THE LEFT.  TURN
 AI1575'LEFT AND GO SOUTH 0.24 KM (0.15 MI) TO THE AIRPORT BUILDING AND APRON.
 AI1575'GO WEST ACROSS THE APRON AND ALONG A TAXI FOR 0.2 KM (0.10 MI) TO THE
 AI1575'JUNCTION OF THE TWO RUNWAYS.  STAY TO THE RIGHT AND CROSS RUNWAY 5-23
 AI1575'TO THE STATION JUST NORTH OF THE JUNCTION OF THE TWO RUNWAYS.  THE
 AI1575'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 AI1575'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AI1575'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AI1575'89.2 M (292.7 FT) NORTH OF THE CENTER OF THE JUNCTION OF THE TWO
 AI1575'RUNWAYS, 68.8 M (225.7 FT) NORTHWEST OF THE CENTER OF RUNWAY 15-33,
 AI1575'46.6 M (152.9 FT) NORTHEAST OF THE CENTER OF RUNWAY 5-23, AND 31.4 M
 AI1575'(103.0 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST LOCATED AT THE
 AI1575'SOUTH CORNER OF THE EDGE OF BRUSH.  NOTE--THIS STATION HAS BEEN
 AI1575'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 AI1575
 AI1575                          STATION RECOVERY (1998)
 AI1575
 AI1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI1575'RECOVERED AS DESCRIBED WITH THE ADDITION OF PHONE 912-896-2379.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5654 ***********************************************************************
 AI5654  SACS        -  This is a Secondary Airport Control Station.
 AI5654  DESIGNATION -  15J B
 AI5654  PID         -  AI5654
 AI5654  STATE/COUNTY-  GA/COOK
 AI5654  USGS QUAD   -  ADEL (1973)
 AI5654
 AI5654                         *CURRENT SURVEY CONTROL
 AI5654  ___________________________________________________________________
 AI5654* NAD 83(1994)-  31 08 05.85099(N)    083 26 54.31260(W)     ADJUSTED  
 AI5654* NAVD 88     -        71.13   (meters)     233.4    (feet)  GPS OBS   
 AI5654  ___________________________________________________________________
 AI5654  X           -     623,464.426 (meters)                     COMP
 AI5654  Y           -  -5,428,622.653 (meters)                     COMP
 AI5654  Z           -   3,278,732.828 (meters)                     COMP
 AI5654  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AI5654  ELLIP HEIGHT-          43.81  (meters)          (06/06/00) GPS OBS
 AI5654  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AI5654
 AI5654  HORZ ORDER  -  FIRST
 AI5654  ELLP ORDER  -  FOURTH    CLASS II
 AI5654
 AI5654.This mark is at Cook County Airport (15J)
 AI5654
 AI5654.The horizontal coordinates were established by GPS observations
 AI5654.and adjusted by the National Geodetic Survey in June 2000..
 AI5654
 AI5654.The orthometric height was determined by GPS observations and a
 AI5654.high-resolution geoid model.
 AI5654
 AI5654.GPS derived orthometric heights for airport stations designated as
 AI5654.PACS or SACS are published to 2 decimal places.  This maintains
 AI5654.centimeter relative accuracy between the PACS and SACS.  It does
 AI5654.not indicate centimeter accuracy relative to other marks which are
 AI5654.part of the NAVD 88 network.
 AI5654
 AI5654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5654
 AI5654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5654
 AI5654.The ellipsoidal height was determined by GPS observations
 AI5654.and is referenced to NAD 83.
 AI5654
 AI5654.The geoid height was determined by GEOID03.
 AI5654
 AI5654;                    North         East     Units Scale Factor Converg.
 AI5654;SPC GA W     -   126,033.270   768,492.797   MT  0.99995785   +0 22 17.0
 AI5654;SPC GA W     -   413,494.15  2,521,296.78   sFT  0.99995785   +0 22 17.0
 AI5654;UTM  17      - 3,447,138.889   266,555.499   MT  1.00027225   -1 15 59.6
 AI5654
 AI5654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5654!SPC GA W     -   0.99999312  x   0.99995785  =   0.99995097
 AI5654!UTM  17      -   0.99999312  x   1.00027225  =   1.00026537
 AI5654
 AI5654:                Primary Azimuth Mark                     Grid Az
 AI5654:SPC GA W     -  15J A                                    326 18 03.5
 AI5654:UTM  17      -  15J A                                    327 56 20.1
 AI5654
 AI5654|---------------------------------------------------------------------|
 AI5654| PID    Reference Object                     Distance      Geod. Az  |
 AI5654|                                                           dddmmss.s |
 AI5654| AI1575 15J A                               APPROX. 0.5 KM 3264020.5 |
 AI5654|---------------------------------------------------------------------|
 AI5654
 AI5654                          SUPERSEDED SURVEY CONTROL
 AI5654
 AI5654.No superseded survey control is available for this station.
 AI5654
 AI5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6655547139(NAD 83)
 AI5654_MARKER: DD = SURVEY DISK
 AI5654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5654_STAMPING: 15J B 1998
 AI5654_MARK LOGO: NGS   
 AI5654_PROJECTION: RECESSED 5 CENTIMETERS
 AI5654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5654+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5654_ROD/PIPE-DEPTH: 1.0  meters
 AI5654
 AI5654  HISTORY     - Date     Condition        Report By
 AI5654  HISTORY     - 1998     MONUMENTED       NGS
 AI5654
 AI5654                          STATION DESCRIPTION
 AI5654
 AI5654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI5654'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF ADEL, 1.0 KM
 AI5654'(0.60 MI) WEST OF INTERSTATE HIGHWAY 75, AT THE COOK COUNTY AIRPORT,
 AI5654'NEAR THE SOUTHEAST END OF THE AIRFIELD, AND IN LINE WITH THE END OF
 AI5654'THE PAVEMENT FOR RUNWAY END 33.  OWNERSHIP--COOK COUNTY, COOK COUNTY
 AI5654'COURTHOUSE, 209 NORTH PARISH AVENUE, ADEL, GA 31620.  BILL LUCAS IS
 AI5654'AIRPORT AUTHORITY MANAGER, AIRPORT MANAGER BILL LUCAS.  PHONE
 AI5654'912-896-2379.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75
 AI5654'AND STATE HIGHWAY 37 (EXIT 10) IN ADEL, GO WEST ON HIGHWAY 37 FOR 1.0
 AI5654'KM (0.60 MI) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 0.24
 AI5654'KM (0.15 MI) TO THE AIRPORT BUILDING AND APRON.  GO WEST ACROSS THE
 AI5654'APRON AND ALONG A TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE TWO
 AI5654'RUNWAYS.  TURN LEFT, SOUTHEAST, ALONG THE RUNWAY FOR 0.35 KM (0.20 MI)
 AI5654'TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M
 AI5654'(3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AI5654'SURROUNDED BY CONCRETE RECESSED 5 CM BELOW THE GROUND.  IT IS 29.8 M
 AI5654'(97.8 FT) NORTHEAST OF THE CENTER OF THE PAVED END (WITH A NAIL AND
 AI5654'WASHER) , 14.8 M (48.6 FT) NORTHEAST OF THE EAST CORNER OF THE RUNWAY,
 AI5654'AND 30.4 M (99.7 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AT THE TOP
 AI5654'OF A SMALL DRAINAGE DITCH.  NOTE--THIS STATION HAS BEEN DESIGNATED AS
 AI5654'A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5655 ***********************************************************************
 AI5655  SACS        -  This is a Secondary Airport Control Station.
 AI5655  DESIGNATION -  15J C
 AI5655  PID         -  AI5655
 AI5655  STATE/COUNTY-  GA/COOK
 AI5655  USGS QUAD   -  ADEL (1973)
 AI5655
 AI5655                         *CURRENT SURVEY CONTROL
 AI5655  ___________________________________________________________________
 AI5655* NAD 83(1994)-  31 08 38.15217(N)    083 27 20.87253(W)     ADJUSTED  
 AI5655* NAVD 88     -        71.03   (meters)     233.0    (feet)  GPS OBS   
 AI5655  ___________________________________________________________________
 AI5655  X           -     622,706.758 (meters)                     COMP
 AI5655  Y           -  -5,428,191.726 (meters)                     COMP
 AI5655  Z           -   3,279,584.251 (meters)                     COMP
 AI5655  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AI5655  ELLIP HEIGHT-          43.72  (meters)          (06/06/00) GPS OBS
 AI5655  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AI5655
 AI5655  HORZ ORDER  -  FIRST
 AI5655  ELLP ORDER  -  FOURTH    CLASS II
 AI5655
 AI5655.This mark is at Cook County Airport (15J)
 AI5655
 AI5655.The horizontal coordinates were established by GPS observations
 AI5655.and adjusted by the National Geodetic Survey in June 2000..
 AI5655
 AI5655.The orthometric height was determined by GPS observations and a
 AI5655.high-resolution geoid model.
 AI5655
 AI5655.GPS derived orthometric heights for airport stations designated as
 AI5655.PACS or SACS are published to 2 decimal places.  This maintains
 AI5655.centimeter relative accuracy between the PACS and SACS.  It does
 AI5655.not indicate centimeter accuracy relative to other marks which are
 AI5655.part of the NAVD 88 network.
 AI5655
 AI5655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5655
 AI5655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5655
 AI5655.The ellipsoidal height was determined by GPS observations
 AI5655.and is referenced to NAD 83.
 AI5655
 AI5655.The geoid height was determined by GEOID03.
 AI5655
 AI5655;                    North         East     Units Scale Factor Converg.
 AI5655;SPC GA W     -   127,023.473   767,782.847   MT  0.99995665   +0 22 03.6
 AI5655;SPC GA W     -   416,742.84  2,518,967.56   sFT  0.99995665   +0 22 03.6
 AI5655;UTM  17      - 3,448,149.303   265,873.930   MT  1.00027618   -1 16 14.5
 AI5655
 AI5655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5655!SPC GA W     -   0.99999313  x   0.99995665  =   0.99994978
 AI5655!UTM  17      -   0.99999313  x   1.00027618  =   1.00026931
 AI5655
 AI5655                          SUPERSEDED SURVEY CONTROL
 AI5655
 AI5655.No superseded survey control is available for this station.
 AI5655
 AI5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6587448149(NAD 83)
 AI5655_MARKER: DD = SURVEY DISK
 AI5655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5655_STAMPING: 15J C 1998
 AI5655_MARK LOGO: NGS   
 AI5655_PROJECTION: RECESSED 3 CENTIMETERS
 AI5655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5655+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5655_ROD/PIPE-DEPTH: 1.0  meters
 AI5655
 AI5655  HISTORY     - Date     Condition        Report By
 AI5655  HISTORY     - 1998     MONUMENTED       NGS
 AI5655
 AI5655                          STATION DESCRIPTION
 AI5655
 AI5655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI5655'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF ADEL, 1.0 KM
 AI5655'(0.60 MI) WEST OF INTERSTATE HIGHWAY 75, AT THE COOK COUNTY AIRPORT,
 AI5655'NEAR THE NORTHWEST END OF THE AIRFIELD, AND IN LINE WITH THE END OF
 AI5655'THE PAVEMENT FOR RUNWAY END 15.  OWNERSHIP--COOK COUNTY, COOK COUNTY
 AI5655'COURTHOUSE, 209 NORTH PARISH AVENUE, ADEL, GA 31620.  BILL LUCAS IS
 AI5655'AIRPORT AUTHORITY MANAGER, AIRPORT MANAGER BILL LUCAS.  PHONE
 AI5655'912-896-2379.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75
 AI5655'AND STATE HIGHWAY 37 (EXIT 10) IN ADEL, GO WEST ON HIGHWAY 37 FOR 1.0
 AI5655'KM (0.60 MI) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 0.24
 AI5655'KM (0.15 MI) TO THE AIRPORT BUILDING AND APRON.  GO WEST ACROSS THE
 AI5655'APRON AND ALONG A TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE TWO
 AI5655'RUNWAYS.  TURN RIGHT, NORTHWEST, ALONG THE RUNWAY FOR 0.64 KM (0.40
 AI5655'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK ATOP A
 AI5655'1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO
 AI5655'CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW THE GROUND.  IT IS 27.1
 AI5655'M (88.9 FT) NORTHEAST OF THE CENTER OF THE PAVED END (WITH A NAIL AND
 AI5655'WASHER) , 12.2 M (40.0 FT) NORTHEAST OF THE NORTH CORNER OF THE
 AI5655'RUNWAY, AND 48.8 M (160.1 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST
 AI5655'LOCATED AT THE EDGE OF BRUSH.  NOTE--THIS STATION HAS BEEN DESIGNATED
 AI5655'AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0226 ***********************************************************************
 BR0226  DESIGNATION -  16
 BR0226  PID         -  BR0226
 BR0226  STATE/COUNTY-  GA/GLYNN
 BR0226  USGS QUAD   -  BLADEN (1993)
 BR0226
 BR0226                         *CURRENT SURVEY CONTROL
 BR0226  ___________________________________________________________________
 BR0226* NAD 83(1986)-  31 10 27.     (N)    081 43 26.     (W)     SCALED    
 BR0226* NAVD 88     -         4.458  (meters)      14.63   (feet)  ADJUSTED  
 BR0226  ___________________________________________________________________
 BR0226  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 BR0226  DYNAMIC HT  -           4.453 (meters)      14.61  (feet)  COMP
 BR0226  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BR0226
 BR0226  VERT ORDER  -  FIRST     CLASS II
 BR0226
 BR0226.The horizontal coordinates were scaled from a topographic map and have
 BR0226.an estimated accuracy of +/- 6 seconds.
 BR0226
 BR0226.The orthometric height was determined by differential leveling
 BR0226.and adjusted by the National Geodetic Survey in June 1991..
 BR0226
 BR0226.The geoid height was determined by GEOID03.
 BR0226
 BR0226.The dynamic height is computed by dividing the NAVD 88
 BR0226.geopotential number by the normal gravity value computed on the
 BR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0226.degrees latitude (g = 980.6199 gals.).
 BR0226
 BR0226.The modeled gravity was interpolated from observed gravity values.
 BR0226
 BR0226;                    North         East    Units  Estimated Accuracy
 BR0226;SPC GA E     -   130,240.      242,210.      MT  (+/- 180 meters Scaled)
 BR0226
 BR0226                          SUPERSEDED SURVEY CONTROL
 BR0226
 BR0226  NGVD 29 (??/??/92)    4.784  (m)           15.70   (f) ADJ UNCH    1 2
 BR0226
 BR0226.Superseded values are not recommended for survey control.
 BR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0226.See file dsdata.txt to determine how the superseded data were derived.
 BR0226
 BR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ310491(NAD 83)
 BR0226_MARKER: DD = SURVEY DISK
 BR0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0226_STAMPING: 16 1917
 BR0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0226+STABILITY: SURFACE MOTION
 BR0226
 BR0226  HISTORY     - Date     Condition        Report By
 BR0226  HISTORY     - 1917     MONUMENTED       USGS
 BR0226  HISTORY     - 1956     GOOD             NGS
 BR0226
 BR0226                          STATION DESCRIPTION
 BR0226
 BR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0226'5.2 MI S FROM BLADEN.
 BR0226'ABOUT 5.2 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BR0226'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT BLADEN,
 BR0226'96 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 88 FEET
 BR0226'EAST-SOUTHEAST OF MILE POST 573, 112 FEET EAST-NORTHEAST OF THE
 BR0226'CENTER OF THE CROSSING OF THE MAIN TRACK AND A ROAD, 21 FEET NORTH
 BR0226'OF THE CENTER LINE OF THE ROAD, 76 FEET WEST OF A POWER POLE,
 BR0226'38 FEET NORTHWEST AND ACROSS THE ROAD FROM A 36-INCH OAK TREE,
 BR0226'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE
 BR0226'LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BR0226'INCHES.  THIS MARK IS 5.3 MILES NORTH OF THE STATION AT WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0796 ***********************************************************************
 DG0796  DESIGNATION -  16
 DG0796  PID         -  DG0796
 DG0796  STATE/COUNTY-  GA/LAMAR
 DG0796  USGS QUAD   -  BARNESVILLE (1973)
 DG0796
 DG0796                         *CURRENT SURVEY CONTROL
 DG0796  ___________________________________________________________________
 DG0796* NAD 83(1986)-  33 03 18.     (N)    084 09 22.     (W)     SCALED    
 DG0796* NAVD 88     -       261.495  (meters)     857.92   (feet)  ADJUSTED  
 DG0796  ___________________________________________________________________
 DG0796  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG0796  DYNAMIC HT  -         261.200 (meters)     856.95  (feet)  COMP
 DG0796  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DG0796
 DG0796  VERT ORDER  -  SECOND    CLASS 0
 DG0796
 DG0796.The horizontal coordinates were scaled from a topographic map and have
 DG0796.an estimated accuracy of +/- 6 seconds.
 DG0796
 DG0796.The orthometric height was determined by differential leveling
 DG0796.and adjusted by the National Geodetic Survey in June 1991..
 DG0796
 DG0796.The geoid height was determined by GEOID03.
 DG0796
 DG0796.The dynamic height is computed by dividing the NAVD 88
 DG0796.geopotential number by the normal gravity value computed on the
 DG0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0796.degrees latitude (g = 980.6199 gals.).
 DG0796
 DG0796.The modeled gravity was interpolated from observed gravity values.
 DG0796
 DG0796;                    North         East    Units  Estimated Accuracy
 DG0796;SPC GA W     -   338,700.      700,990.      MT  (+/- 180 meters Scaled)
 DG0796
 DG0796                          SUPERSEDED SURVEY CONTROL
 DG0796
 DG0796  NGVD 29 (??/??/92)  261.540  (m)          858.07   (f) ADJ UNCH    2 0
 DG0796
 DG0796.Superseded values are not recommended for survey control.
 DG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0796.See file dsdata.txt to determine how the superseded data were derived.
 DG0796
 DG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB655609(NAD 83)
 DG0796_MARKER: DB = BENCH MARK DISK
 DG0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0796_SP_SET: FOUNDATION
 DG0796_STAMPING: 858.069
 DG0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0796
 DG0796  HISTORY     - Date     Condition        Report By
 DG0796  HISTORY     - UNK      MONUMENTED       CGS
 DG0796  HISTORY     - 1958     GOOD             NGS
 DG0796
 DG0796                          STATION DESCRIPTION
 DG0796
 DG0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0796'AT BARNESVILLE.
 DG0796'AT BARNESVILLE, AT THE CENTRAL OF GEORGIA RAILWAY STATION, SET
 DG0796'VERTICALLY IN THE NORTHWEST FACE OF CONCRETE FOUNDATION OF
 DG0796'STATION, 5 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING,
 DG0796'9 1/2 FEET SOUTHWEST OF THE CENTER OF THE RAILWAY EXPRESS AGENCY
 DG0796'DOOR, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 DG0796'0.5 MILE EAST OF MILEPOST S 234, 4 INCHES ABOVE THE BLACK TOP
 DG0796'STATION PLATFORM, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0060 ***********************************************************************
 BS0060  DESIGNATION -  16 C 3
 BS0060  PID         -  BS0060
 BS0060  STATE/COUNTY-  GA/WARE
 BS0060  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0060
 BS0060                         *CURRENT SURVEY CONTROL
 BS0060  ___________________________________________________________________
 BS0060* NAD 83(1986)-  31 11 10.     (N)    082 15 45.     (W)     SCALED    
 BS0060* NAVD 88     -        41.510  (meters)     136.19   (feet)  ADJUSTED  
 BS0060  ___________________________________________________________________
 BS0060  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BS0060  DYNAMIC HT  -          41.460 (meters)     136.02  (feet)  COMP
 BS0060  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 BS0060
 BS0060  VERT ORDER  -  SECOND    CLASS 0
 BS0060
 BS0060.The horizontal coordinates were scaled from a topographic map and have
 BS0060.an estimated accuracy of +/- 6 seconds.
 BS0060
 BS0060.The orthometric height was determined by differential leveling
 BS0060.and adjusted by the National Geodetic Survey in June 1991..
 BS0060
 BS0060.The geoid height was determined by GEOID03.
 BS0060
 BS0060.The dynamic height is computed by dividing the NAVD 88
 BS0060.geopotential number by the normal gravity value computed on the
 BS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0060.degrees latitude (g = 980.6199 gals.).
 BS0060
 BS0060.The modeled gravity was interpolated from observed gravity values.
 BS0060
 BS0060;                    North         East    Units  Estimated Accuracy
 BS0060;SPC GA E     -   131,490.      190,870.      MT  (+/- 180 meters Scaled)
 BS0060
 BS0060                          SUPERSEDED SURVEY CONTROL
 BS0060
 BS0060  NGVD 29 (??/??/92)   41.796  (m)          137.13   (f) ADJ UNCH    2 0
 BS0060
 BS0060.Superseded values are not recommended for survey control.
 BS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0060.See file dsdata.txt to determine how the superseded data were derived.
 BS0060
 BS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ797509(NAD 83)
 BS0060_MARKER: DD = SURVEY DISK
 BS0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0060_STAMPING: 16 C 3
 BS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0060+STABILITY: SURFACE MOTION
 BS0060
 BS0060  HISTORY     - Date     Condition        Report By
 BS0060  HISTORY     - UNK      MONUMENTED       GAGS
 BS0060  HISTORY     - 1937     GOOD             NGS
 BS0060
 BS0060                          STATION DESCRIPTION
 BS0060
 BS0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BS0060'5.8 MI E FROM WAYCROSS.
 BS0060'5.8 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BS0060'STATION AT WAYCROSS, WARE COUNTY, 16.5 FEET SOUTH OF MILEPOST
 BS0060'B 53, ABOUT 100 FEET FROM U.S. HIGHWAY 84, AND 20 FEET NORTH OF
 BS0060'THE NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 16 C 3
 BS0060'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1110 ***********************************************************************
 BS1110  DESIGNATION -  16 C 5
 BS1110  PID         -  BS1110
 BS1110  STATE/COUNTY-  GA/BRANTLEY
 BS1110  USGS QUAD   -  HOBOKEN WEST (1988)
 BS1110
 BS1110                         *CURRENT SURVEY CONTROL
 BS1110  ___________________________________________________________________
 BS1110* NAD 83(1986)-  31 10 20.     (N)    082 12 05.     (W)     SCALED    
 BS1110* NAVD 88     -        39.138  (meters)     128.41   (feet)  ADJUSTED  
 BS1110  ___________________________________________________________________
 BS1110  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BS1110  DYNAMIC HT  -          39.090 (meters)     128.25  (feet)  COMP
 BS1110  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 BS1110
 BS1110  VERT ORDER  -  SECOND    CLASS 0
 BS1110
 BS1110.The horizontal coordinates were scaled from a topographic map and have
 BS1110.an estimated accuracy of +/- 6 seconds.
 BS1110
 BS1110.The orthometric height was determined by differential leveling
 BS1110.and adjusted by the National Geodetic Survey in June 1991..
 BS1110
 BS1110.The geoid height was determined by GEOID03.
 BS1110
 BS1110.The dynamic height is computed by dividing the NAVD 88
 BS1110.geopotential number by the normal gravity value computed on the
 BS1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1110.degrees latitude (g = 980.6199 gals.).
 BS1110
 BS1110.The modeled gravity was interpolated from observed gravity values.
 BS1110
 BS1110;                    North         East    Units  Estimated Accuracy
 BS1110;SPC GA E     -   129,940.      196,690.      MT  (+/- 180 meters Scaled)
 BS1110
 BS1110                          SUPERSEDED SURVEY CONTROL
 BS1110
 BS1110  NGVD 29 (??/??/92)   39.44   (m)          129.4    (f) COMPUTED    2 0
 BS1110
 BS1110.Superseded values are not recommended for survey control.
 BS1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1110.See file dsdata.txt to determine how the superseded data were derived.
 BS1110
 BS1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ855493(NAD 83)
 BS1110_MARKER: DD = SURVEY DISK
 BS1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1110_STAMPING: 16 C 5
 BS1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1110+STABILITY: SURFACE MOTION
 BS1110
 BS1110  HISTORY     - Date     Condition        Report By
 BS1110  HISTORY     - UNK      MONUMENTED       GAGS
 BS1110  HISTORY     - 1934     GOOD             NGS
 BS1110
 BS1110                          STATION DESCRIPTION
 BS1110
 BS1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS1110'4 MI W FROM HOBOKEN.
 BS1110'4 MILES WEST OF ATLANTIC COAST LINE RAILROAD
 BS1110'STATION AT HOBOKEN, 350 FEET EAST OF STATION AT SCHLATTERVILLE,
 BS1110'148 FEET EAST OF M.P.B-49, 27 FEET NORTH OF NORTH RAIL OF TRACK.
 BS1110'BRONZE TABLET SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0096 ***********************************************************************
 BS0096  DESIGNATION -  16 C 5 RESET
 BS0096  PID         -  BS0096
 BS0096  STATE/COUNTY-  GA/BRANTLEY
 BS0096  USGS QUAD   -  HOBOKEN WEST (1988)
 BS0096
 BS0096                         *CURRENT SURVEY CONTROL
 BS0096  ___________________________________________________________________
 BS0096* NAD 83(1986)-  31 10 20.     (N)    082 12 05.     (W)     SCALED    
 BS0096* NAVD 88     -        39.72   (+/-2cm)     130.3    (feet)  VERTCON   
 BS0096  ___________________________________________________________________
 BS0096  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BS0096
 BS0096  VERT ORDER  -  THIRD (See Below)
 BS0096
 BS0096.The horizontal coordinates were scaled from a topographic map and have
 BS0096.an estimated accuracy of +/- 6 seconds.
 BS0096
 BS0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS0096.The vertical order pertains to the NGVD 29 superseded value.
 BS0096
 BS0096.The geoid height was determined by GEOID03.
 BS0096
 BS0096;                    North         East    Units  Estimated Accuracy
 BS0096;SPC GA E     -   129,940.      196,690.      MT  (+/- 180 meters Scaled)
 BS0096
 BS0096                          SUPERSEDED SURVEY CONTROL
 BS0096
 BS0096  NGVD 29 (??/??/??)   40.02   (m)          131.3    (f) RESET       3  
 BS0096
 BS0096.Superseded values are not recommended for survey control.
 BS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0096.See file dsdata.txt to determine how the superseded data were derived.
 BS0096
 BS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ855493(NAD 83)
 BS0096_MARKER: DD = SURVEY DISK
 BS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0096_STAMPING: 16 C 5
 BS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0096+STABILITY: SURFACE MOTION
 BS0096
 BS0096  HISTORY     - Date     Condition        Report By
 BS0096  HISTORY     - 1936     MONUMENTED       GAGS
 BS0096  HISTORY     - 1937     GOOD             NGS
 BS0096
 BS0096                          STATION DESCRIPTION
 BS0096
 BS0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BS0096'4 MI W FROM HOBOKEN.
 BS0096'ABOUT 4 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BS0096'STATION AT HOBOKEN, BRANTLEY COUNTY, ABOUT 350 FEET EAST OF
 BS0096'THE STATION AT SCHLATTERVILLE, 148 FEET EAST OF MILEPOST B 49,
 BS0096'AND 27 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY STANDARD
 BS0096'DISK, STAMPED 16 C 5 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0205 ***********************************************************************
 BR0205  DESIGNATION -  16 C 9
 BR0205  PID         -  BR0205
 BR0205  STATE/COUNTY-  GA/BRANTLEY
 BR0205  USGS QUAD   -  NAHUNTA (1993)
 BR0205
 BR0205                         *CURRENT SURVEY CONTROL
 BR0205  ___________________________________________________________________
 BR0205* NAD 83(1986)-  31 12 14.     (N)    081 59 06.     (W)     SCALED    
 BR0205* NAVD 88     -        19.783  (meters)      64.90   (feet)  ADJUSTED  
 BR0205  ___________________________________________________________________
 BR0205  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BR0205  DYNAMIC HT  -          19.759 (meters)      64.83  (feet)  COMP
 BR0205  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 BR0205
 BR0205  VERT ORDER  -  SECOND    CLASS 0
 BR0205
 BR0205.The horizontal coordinates were scaled from a topographic map and have
 BR0205.an estimated accuracy of +/- 6 seconds.
 BR0205
 BR0205.The orthometric height was determined by differential leveling
 BR0205.and adjusted by the National Geodetic Survey in June 1991..
 BR0205
 BR0205.The geoid height was determined by GEOID03.
 BR0205
 BR0205.The dynamic height is computed by dividing the NAVD 88
 BR0205.geopotential number by the normal gravity value computed on the
 BR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0205.degrees latitude (g = 980.6199 gals.).
 BR0205
 BR0205.The modeled gravity was interpolated from observed gravity values.
 BR0205
 BR0205;                    North         East    Units  Estimated Accuracy
 BR0205;SPC GA E     -   133,470.      217,310.      MT  (+/- 180 meters Scaled)
 BR0205
 BR0205                          SUPERSEDED SURVEY CONTROL
 BR0205
 BR0205  NGVD 29 (??/??/92)   20.108  (m)           65.97   (f) ADJ UNCH    2 0
 BR0205
 BR0205.Superseded values are not recommended for survey control.
 BR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0205.See file dsdata.txt to determine how the superseded data were derived.
 BR0205
 BR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ061526(NAD 83)
 BR0205_MARKER: DD = SURVEY DISK
 BR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0205_STAMPING: 16 C 9
 BR0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0205+STABILITY: SURFACE MOTION
 BR0205
 BR0205  HISTORY     - Date     Condition        Report By
 BR0205  HISTORY     - UNK      MONUMENTED       GAGS
 BR0205  HISTORY     - 1937     GOOD             NGS
 BR0205
 BR0205                          STATION DESCRIPTION
 BR0205
 BR0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BR0205'AT NAHUNTA.
 BR0205'AT NAHUNTA, BRANTLEY COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 BR0205'AT THE CROSSING OF THE TRACKS LEADING TO BRUNSWICK AND TO FOLKSTON,
 BR0205'8 FEET WEST OF THE WEST RAIL OF THE TRACKS LEADING TO FOLKSTON,
 BR0205'AND 4 FEET NORTH OF THE NORTH RAIL OF THE TRACK LEADING TO
 BR0205'BRUNSWICK.  A STATE SURVEY STANDARD DISK, STAMPED 16 C 9 AND SET
 BR0205'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1061 ***********************************************************************
 DF1061  DESIGNATION -  16 DOP USGS
 DF1061  PID         -  DF1061
 DF1061  STATE/COUNTY-  GA/BALDWIN
 DF1061  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF1061
 DF1061                         *CURRENT SURVEY CONTROL
 DF1061  ___________________________________________________________________
 DF1061* NAD 83(1986)-  33 07 53.     (N)    083 07 48.     (W)     SCALED    
 DF1061* NAVD 88     -       171.213  (meters)     561.72   (feet)  ADJUSTED  
 DF1061  ___________________________________________________________________
 DF1061  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF1061  DYNAMIC HT  -         171.027 (meters)     561.11  (feet)  COMP
 DF1061  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 DF1061
 DF1061  VERT ORDER  -  FIRST     CLASS II
 DF1061
 DF1061.The horizontal coordinates were scaled from a topographic map and have
 DF1061.an estimated accuracy of +/- 6 seconds.
 DF1061
 DF1061.The orthometric height was determined by differential leveling
 DF1061.and adjusted by the National Geodetic Survey in June 1991..
 DF1061
 DF1061.The geoid height was determined by GEOID03.
 DF1061
 DF1061.The dynamic height is computed by dividing the NAVD 88
 DF1061.geopotential number by the normal gravity value computed on the
 DF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1061.degrees latitude (g = 980.6199 gals.).
 DF1061
 DF1061.The modeled gravity was interpolated from observed gravity values.
 DF1061
 DF1061;                    North         East    Units  Estimated Accuracy
 DF1061;SPC GA E     -   347,590.      110,110.      MT  (+/- 180 meters Scaled)
 DF1061
 DF1061                          SUPERSEDED SURVEY CONTROL
 DF1061
 DF1061.No superseded survey control is available for this station.
 DF1061
 DF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS013678(NAD 83)
 DF1061_MARKER: DD = SURVEY DISK
 DF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1061_SP_SET: CONCRETE POST
 DF1061_STAMPING: 16 DOP 1972 362 FT.
 DF1061_PROJECTION: FLUSH
 DF1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1061+STABILITY: SURFACE MOTION
 DF1061
 DF1061  HISTORY     - Date     Condition        Report By
 DF1061  HISTORY     - 1972     MONUMENTED       USGS
 DF1061  HISTORY     - 1979     GOOD             NGS
 DF1061
 DF1061                          STATION DESCRIPTION
 DF1061
 DF1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1061'8.6 MI NE FROM MILLEDGEVILLE.
 DF1061'8.6 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE IN
 DF1061'MILLEDGEVILLE TO THE MARK ON THE RIGHT, SET IN TOP OF CONCRETE
 DF1061'POST AT THE JUNCTION OF 22 AND COUNTY ROAD 200, 48.5 FEET SOUTHEAST OF
 DF1061'THE CENTERLINE OF HIGHWAY, 23 FEET NORTHEAST OF THE CENTER OF ROAD,
 DF1061'4 FEET NORTHWEST OF A FENCE CORNER, 7.5 FEET NORTHEAST OF A STOP
 DF1061'SIGN.
 DF1061'THE MARK IS 1 FT  N FROM A WITNESS POST.
 DF1061'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2252 ***********************************************************************
 BT2252  DESIGNATION -  16 NDS
 BT2252  PID         -  BT2252
 BT2252  STATE/COUNTY-  GA/DOUGHERTY
 BT2252  USGS QUAD   -  ALBANY WEST (1988)
 BT2252
 BT2252                         *CURRENT SURVEY CONTROL
 BT2252  ___________________________________________________________________
 BT2252* NAD 83(1994)-  31 30 45.31424(N)    084 14 09.46731(W)     ADJUSTED  
 BT2252* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 BT2252  ___________________________________________________________________
 BT2252  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT2252  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BT2252
 BT2252  HORZ ORDER  -  SECOND
 BT2252
 BT2252.The horizontal coordinates were established by classical geodetic methods
 BT2252.and adjusted by the National Geodetic Survey in September 1997..
 BT2252.No horizontal observational check was made to the station.
 BT2252
 BT2252.The orthometric height was scaled from a topographic map.
 BT2252
 BT2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2252
 BT2252.The geoid height was determined by GEOID03.
 BT2252
 BT2252;                    North         East     Units Scale Factor Converg.
 BT2252;SPC GA W     -   167,678.780   693,418.214   MT  0.99990053   -0 02 10.4
 BT2252;SPC GA W     -   550,126.13  2,274,989.59   sFT  0.99990053   -0 02 10.4
 BT2252;UTM  16      - 3,489,722.780   762,496.239   MT  1.00044994   +1 26 44.0
 BT2252
 BT2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2252!SPC GA W     -   0.99999514  x   0.99990053  =   0.99989567
 BT2252!UTM  16      -   0.99999514  x   1.00044994  =   1.00044508
 BT2252
 BT2252                          SUPERSEDED SURVEY CONTROL
 BT2252
 BT2252  NAD 83(1986)-  31 30 45.32049(N)    084 14 09.47347(W) AD(       ) 2
 BT2252
 BT2252.Superseded values are not recommended for survey control.
 BT2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2252.See file dsdata.txt to determine how the superseded data were derived.
 BT2252
 BT2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6249689723(NAD 83)
 BT2252_MARKER: A = ALUMINUM MARKER
 BT2252_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2252_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2252_STAMPING: 16 NDS 1987
 BT2252_MARK LOGO: GA-095
 BT2252_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2252+STABILITY: POSITION/ELEVATION WELL
 BT2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2252+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2252
 BT2252  HISTORY     - Date     Condition        Report By
 BT2252  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2252
 BT2252                          STATION DESCRIPTION
 BT2252
 BT2252'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2252'MARK LOCATED IN SOUTHWEST DOUGHERTY COUNTY, GEORGIA.
 BT2252'TO REACH THE MARK FROM JUNCTION OF STATE HIGHWAY 62 AND OLD PRETORIA
 BT2252'ROAD, GO NORTHEAST ON OLD PRETORIA ROAD FOR 1.08 KM (0.67 MI) TO LILY
 BT2252'POND ROAD AND THE AZIMUTH MARK ON THE NORTHWEST SIDE OF THE T
 BT2252'INTERSECTION.
 BT2252'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2252'SURVEY, STAMPED 48 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2252'TO A REFUSAL DEPTH OF 17.0 FT (5.18 M) . THE MARK IS PROTECTED BY A
 BT2252'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2252'COVER IS 0.50 FT (0.15 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2252'ABOUT 0.97 FT (0.30 M) BELOW THE CENTERLINE OF OLD PRETORIA ROAD.
 BT2252'THE MARK IS LOCATED 14.0 FT (4.27 M) NORTHWEST OF THE CENTERLINE OF
 BT2252'OLD PRETORIA ROAD, 8.0 FT (2.44 M) SOUTH OF THE SOUTH END OF A 15
 BT2252'RCP CROSS-DRAIN UNDER A GRASSED DRIVEWAY TO THE WEST, 54.0 FT
 BT2252'(16.46 M)  NORTHWEST OF THE CORNER POST OF A FENCE, AND 2748.62 FT
 BT2252'(837.78 M)  NORTHEAST OF THE GPS STATION 15 NDS 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE8553 ***********************************************************************
 DE8553  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8553  DESIGNATION -  16190 J
 DE8553  PID         -  DE8553
 DE8553  STATE/COUNTY-  GA/RICHMOND
 DE8553  USGS QUAD   -  AUGUSTA EAST (1981)
 DE8553
 DE8553                         *CURRENT SURVEY CONTROL
 DE8553  ___________________________________________________________________
 DE8553* NAD 83(1994)-  33 27 49.27724(N)    081 55 53.86380(W)     ADJUSTED  
 DE8553* NAVD 88     -        45.76   (meters)     150.1    (feet)  GPS OBS   
 DE8553  ___________________________________________________________________
 DE8553  X           -     747,571.807 (meters)                     COMP
 DE8553  Y           -  -5,273,580.862 (meters)                     COMP
 DE8553  Z           -   3,496,983.732 (meters)                     COMP
 DE8553  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DE8553  ELLIP HEIGHT-          15.58  (meters)          (03/13/03) GPS OBS
 DE8553  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE8553
 DE8553  HORZ ORDER  -  FIRST
 DE8553  ELLP ORDER  -  FOURTH    CLASS II
 DE8553
 DE8553.The horizontal coordinates were established by GPS observations
 DE8553.and adjusted by the National Geodetic Survey in March 2003..
 DE8553
 DE8553.The orthometric height was determined by GPS observations and a
 DE8553.high-resolution geoid model using precise GPS observation and
 DE8553.processing techniques.
 DE8553
 DE8553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8553
 DE8553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8553
 DE8553.The ellipsoidal height was determined by GPS observations
 DE8553.and is referenced to NAD 83.
 DE8553
 DE8553.The geoid height was determined by GEOID03.
 DE8553
 DE8553;                    North         East     Units Scale Factor Converg.
 DE8553;SPC GA E     -   384,047.945   221,847.267   MT  0.99990588   +0 07 46.6
 DE8553;SPC GA E     - 1,259,997.30    727,843.91   sFT  0.99990588   +0 07 46.6
 DE8553;UTM  17      - 3,703,081.490   413,427.687   MT  0.99969240   -0 30 49.5
 DE8553
 DE8553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8553!SPC GA E     -   0.99999755  x   0.99990588  =   0.99990343
 DE8553!UTM  17      -   0.99999755  x   0.99969240  =   0.99968995
 DE8553
 DE8553:                Primary Azimuth Mark                     Grid Az
 DE8553:SPC GA E     -  16190 K                                  296 53 19.7
 DE8553:UTM  17      -  16190 K                                  297 31 55.8
 DE8553
 DE8553|---------------------------------------------------------------------|
 DE8553| PID    Reference Object                     Distance      Geod. Az  |
 DE8553|                                                           dddmmss.s |
 DE8553| DE8554 16190 K                             APPROX. 0.7 KM 2970106.3 |
 DE8553|---------------------------------------------------------------------|
 DE8553
 DE8553                          SUPERSEDED SURVEY CONTROL
 DE8553
 DE8553  NAD 83(1986)-  33 27 49.28287(N)    081 55 53.85723(W) AD(       ) 1
 DE8553  NAD 83(1994)-  33 27 49.27818(N)    081 55 53.86311(W) AD(       ) 1
 DE8553  ELLIP H (11/18/02)   15.64   (m)                       GP(       ) 4 2
 DE8553
 DE8553.Superseded values are not recommended for survey control.
 DE8553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8553.See file dsdata.txt to determine how the superseded data were derived.
 DE8553
 DE8553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1342803081(NAD 83)
 DE8553_MARKER: DD = SURVEY DISK
 DE8553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8553_STAMPING: 16190 J 1994
 DE8553_MARK LOGO: SCDOT 
 DE8553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8553+STABILITY: SURFACE MOTION
 DE8553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8553+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DE8553
 DE8553  HISTORY     - Date     Condition        Report By
 DE8553  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8553  HISTORY     - 20001220 GOOD             SCGS
 DE8553
 DE8553                          STATION DESCRIPTION
 DE8553
 DE8553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8553'STATION IS LOCATED 3.1 MILES (5.0 KM) EAST OF AUGUSTA, GA.
 DE8553'OWNERSHIP--CITY OF AUGUSTA, PUBLIC WORKS AND ENGINEERING DEPARTMENT,
 DE8553'328 RIVERFRONT DRIVE, AUGUSTA, GA 30901, PHONE 706-821-1841.  TO REACH
 DE8553'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 1, 25 78, 278 (GORDON
 DE8553'HIGHWAY) AND STATE HIGHWAY 28 (BROAD STREET) , 1.25 MILES (2.01 KM)
 DE8553'EAST OF AUGUSTA, GO SOUTHEAST ON HIGHWAY 28 FOR 0.7 MILE (1.1 KM) TO A
 DE8553'PAVED ROAD LEFT (PREP PHILLIPS) , TURN LEFT ON THE PAVED ROAD FOR 0.35
 DE8553'MILE (0.56 KM) TO A GRAVEL DIKE ACCESS ROAD RIGHT, TURN RIGHT ONTO THE
 DE8553'DIKE FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT AT THE EDGE OF
 DE8553'THE DIKE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 25.0
 DE8553'FEET (7.6 M) ABOVE PREP PHILLIPS ROAD, 52.8 FEET (16.1 M) EAST OF A
 DE8553'POWER POLE WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED,
 DE8553'31.2 FEET (9.5 M) WEST SOUTHWEST OF A WOODEN FENCE POST WITH A SCGS
 DE8553'REFERENCE WASHER ATTACHED, 5.4 FEET (1.6 M) NORTHEAST OF THE CENTER OF
 DE8553'THE DIKE, 52.6 FEET (16.0 M) WEST SOUTHWEST OF A WITNESS POST.
 DE8553'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION 16190 K.  RECOVERED
 DE8553'BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE8554 ***********************************************************************
 DE8554  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8554  DESIGNATION -  16190 K
 DE8554  PID         -  DE8554
 DE8554  STATE/COUNTY-  GA/RICHMOND
 DE8554  USGS QUAD   -  AUGUSTA EAST (1981)
 DE8554
 DE8554                         *CURRENT SURVEY CONTROL
 DE8554  ___________________________________________________________________
 DE8554* NAD 83(1994)-  33 27 59.21045(N)    081 56 17.10713(W)     ADJUSTED  
 DE8554* NAVD 88     -        45.95   (meters)     150.8    (feet)  GPS OBS   
 DE8554  ___________________________________________________________________
 DE8554  X           -     746,953.898 (meters)                     COMP
 DE8554  Y           -  -5,273,498.164 (meters)                     COMP
 DE8554  Z           -   3,497,239.153 (meters)                     COMP
 DE8554  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DE8554  ELLIP HEIGHT-          15.80  (meters)          (03/13/03) GPS OBS
 DE8554  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DE8554
 DE8554  HORZ ORDER  -  FIRST
 DE8554  ELLP ORDER  -  FOURTH    CLASS II
 DE8554
 DE8554.The horizontal coordinates were established by GPS observations
 DE8554.and adjusted by the National Geodetic Survey in March 2003..
 DE8554
 DE8554.The orthometric height was determined by GPS observations and a
 DE8554.high-resolution geoid model using precise GPS observation and
 DE8554.processing techniques.
 DE8554
 DE8554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8554
 DE8554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8554
 DE8554.The ellipsoidal height was determined by GPS observations
 DE8554.and is referenced to NAD 83.
 DE8554
 DE8554.The geoid height was determined by GEOID03.
 DE8554
 DE8554;                    North         East     Units Scale Factor Converg.
 DE8554;SPC GA E     -   384,352.610   221,246.449   MT  0.99990556   +0 07 33.8
 DE8554;SPC GA E     - 1,260,996.85    725,872.72   sFT  0.99990556   +0 07 33.8
 DE8554;UTM  17      - 3,703,392.815   412,830.455   MT  0.99969368   -0 31 02.4
 DE8554
 DE8554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8554!SPC GA E     -   0.99999752  x   0.99990556  =   0.99990308
 DE8554!UTM  17      -   0.99999752  x   0.99969368  =   0.99969120
 DE8554
 DE8554:                Primary Azimuth Mark                     Grid Az
 DE8554:SPC GA E     -  16190 J                                  116 53 19.7
 DE8554:UTM  17      -  16190 J                                  117 31 55.9
 DE8554
 DE8554|---------------------------------------------------------------------|
 DE8554| PID    Reference Object                     Distance      Geod. Az  |
 DE8554|                                                           dddmmss.s |
 DE8554| DE8553 16190 J                             APPROX. 0.7 KM 1170053.5 |
 DE8554|---------------------------------------------------------------------|
 DE8554
 DE8554                          SUPERSEDED SURVEY CONTROL
 DE8554
 DE8554  NAD 83(1986)-  33 27 59.21607(N)    081 56 17.10055(W) AD(       ) 1
 DE8554  NAD 83(1994)-  33 27 59.21146(N)    081 56 17.10638(W) AD(       ) 1
 DE8554  ELLIP H (11/18/02)   15.86   (m)                       GP(       ) 4 2
 DE8554
 DE8554.Superseded values are not recommended for survey control.
 DE8554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8554.See file dsdata.txt to determine how the superseded data were derived.
 DE8554
 DE8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1283003393(NAD 83)
 DE8554_MARKER: DD = SURVEY DISK
 DE8554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8554_STAMPING: 16190 K 1994
 DE8554_MARK LOGO: SCDOT 
 DE8554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8554+STABILITY: SURFACE MOTION
 DE8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8554+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DE8554
 DE8554  HISTORY     - Date     Condition        Report By
 DE8554  HISTORY     - 1994     MONUMENTED       SCDOT
 DE8554  HISTORY     - 20001220 GOOD             SCGS
 DE8554
 DE8554                          STATION DESCRIPTION
 DE8554
 DE8554'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 DE8554'STATION IS LOCATED 3.1 MILES (5.0 KM) EAST OF AUGUSTA, GA.
 DE8554'OWNERSHIP--CITY OF AUGUSTA, PUBLIC WORKS AND ENGINEERING DEPARTMENT,
 DE8554'328 RIVERFRONT DRIVE, AUGUSTA, GA 30901, PHONE 706-821-1841.  TO REACH
 DE8554'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 1, 25 78, 278 (GORDON
 DE8554'HIGHWAY) AND STATE HIGHWAY 28 (BROAD STREET) , 1.25 MILES (2.01 KM)
 DE8554'EAST OF AUGUSTA, GO SOUTHEAST ON HIGHWAY 28 FOR 0.7 MILE (1.1 KM) TO A
 DE8554'PAVED ROAD LEFT (PREP PHILLIPS) , TURN LEFT ON THE PAVED ROAD FOR 0.35
 DE8554'MILE (0.56 KM) TO A GRAVEL DIKE ACCESS ROAD RIGHT, TURN RIGHT ONTO THE
 DE8554'DIKE FOR 0.25 MILE (0.40 KM) TO THE STATION AT THE NORTHEAST EDGE OF
 DE8554'THE DIKE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 25.0
 DE8554'FEET (7.6 M) ABOVE PREP PHILLIPS ROAD, 5.5 FEET (1.7 M) NORTHEAST OF
 DE8554'THE CENTER OF THE DIKE, 102.3 FEET (31.2 M) NORTHWEST OF A POWER POLE
 DE8554'WITH TWO GUY WIRES AND A SCGS REFERENCE WASHER ATTACHED, 130.6 FEET
 DE8554'(39.8 M) EAST SOUTHEAST OF A POWER POLE WITH THREE GUY WIRES,
 DE8554'TRANSFORMER AND A SCGS REFERENCE WASHER ATTACHED, 53.7 FEET (16.4 M)
 DE8554'EAST NORTHEAST OF A METAL CABLE FENCE POST, 102.3 FEET (31.2 M)
 DE8554'NORTHWEST OF A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY
 DE8554'STATION 16190 J.  RECOVERED BY R.P.  MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0815 ***********************************************************************
 DF0815  DESIGNATION -  162.4 USGS
 DF0815  PID         -  DF0815
 DF0815  STATE/COUNTY-  GA/RICHMOND
 DF0815  USGS QUAD   -  MARTINEZ (1980)
 DF0815
 DF0815                         *CURRENT SURVEY CONTROL
 DF0815  ___________________________________________________________________
 DF0815* NAD 83(1986)-  33 30 42.     (N)    082 00 10.     (W)     SCALED    
 DF0815* NAVD 88     -        49.253  (meters)     161.59   (feet)  POSTED    
 DF0815  ___________________________________________________________________
 DF0815  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF0815  DYNAMIC HT  -          49.200 (meters)     161.42  (feet)  COMP
 DF0815  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DF0815
 DF0815  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DF0815
 DF0815.The horizontal coordinates were scaled from a topographic map and have
 DF0815.an estimated accuracy of +/- 6 seconds.
 DF0815
 DF0815.The orthometric height was determined by differential leveling
 DF0815.and adjusted by the National Geodetic Survey in 1992..
 DF0815.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DF0815.rate greater than 8.0 mm/km.
 DF0815
 DF0815.The geoid height was determined by GEOID03.
 DF0815
 DF0815.The dynamic height is computed by dividing the NAVD 88
 DF0815.geopotential number by the normal gravity value computed on the
 DF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0815.degrees latitude (g = 980.6199 gals.).
 DF0815
 DF0815.The modeled gravity was interpolated from observed gravity values.
 DF0815
 DF0815;                    North         East    Units  Estimated Accuracy
 DF0815;SPC GA E     -   389,360.      215,230.      MT  (+/- 180 meters Scaled)
 DF0815
 DF0815                          SUPERSEDED SURVEY CONTROL
 DF0815
 DF0815  NGVD 29 (??/??/92)   49.485  (m)          162.35   (f) ADJ UNCH    1 2
 DF0815
 DF0815.Superseded values are not recommended for survey control.
 DF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0815.See file dsdata.txt to determine how the superseded data were derived.
 DF0815
 DF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT068084(NAD 83)
 DF0815_MARKER: Q = CHISELED SQUARE
 DF0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0815_SP_SET: ABUTMENT
 DF0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0815
 DF0815  HISTORY     - Date     Condition        Report By
 DF0815  HISTORY     - UNK      MONUMENTED       USGS
 DF0815  HISTORY     - 1956     GOOD             NGS
 DF0815  HISTORY     - 1980     GOOD             NGS
 DF0815
 DF0815                          STATION DESCRIPTION
 DF0815
 DF0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DF0815'3.8 MI NW FROM AUGUSTA.
 DF0815'3.8 MILES NORTHWEST ALONG THE CHARLESTON AND WESTERN CAROLINA
 DF0815'RAILWAY FROM AUGUSTA, RICHMOND COUNTY, 3/4 MILE WEST OF MILEPOST
 DF0815'3, 9 FEET NORTH OF THE NORTH RAIL, AND ON THE TOP OF THE EAST
 DF0815'CONCRETE ABUTMENT OF THE RAILWAY BRIDGE OVER A CANAL, AND 6 FEET
 DF0815'LOWER THAN THE RAIL.  A CHISELED SQUARE.
 DF0815
 DF0815                          STATION RECOVERY (1980)
 DF0815
 DF0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0057 ***********************************************************************
 DF0057  DESIGNATION -  164.3 USGS
 DF0057  PID         -  DF0057
 DF0057  STATE/COUNTY-  GA/RICHMOND
 DF0057  USGS QUAD   -  MARTINEZ (1980)
 DF0057
 DF0057                         *CURRENT SURVEY CONTROL
 DF0057  ___________________________________________________________________
 DF0057* NAD 83(1986)-  33 31 08.     (N)    082 00 51.     (W)     SCALED    
 DF0057* NAVD 88     -        49.838  (meters)     163.51   (feet)  ADJUSTED  
 DF0057  ___________________________________________________________________
 DF0057  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DF0057  DYNAMIC HT  -          49.785 (meters)     163.34  (feet)  COMP
 DF0057  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DF0057
 DF0057  VERT ORDER  -  FIRST     CLASS II
 DF0057
 DF0057.The horizontal coordinates were scaled from a topographic map and have
 DF0057.an estimated accuracy of +/- 6 seconds.
 DF0057
 DF0057.The orthometric height was determined by differential leveling
 DF0057.and adjusted by the National Geodetic Survey in June 1991..
 DF0057
 DF0057.The geoid height was determined by GEOID03.
 DF0057
 DF0057.The dynamic height is computed by dividing the NAVD 88
 DF0057.geopotential number by the normal gravity value computed on the
 DF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0057.degrees latitude (g = 980.6199 gals.).
 DF0057
 DF0057.The modeled gravity was interpolated from observed gravity values.
 DF0057
 DF0057;                    North         East    Units  Estimated Accuracy
 DF0057;SPC GA E     -   390,160.      214,170.      MT  (+/- 180 meters Scaled)
 DF0057
 DF0057                          SUPERSEDED SURVEY CONTROL
 DF0057
 DF0057  NGVD 29 (??/??/92)   50.074  (m)          164.28   (f) ADJ UNCH    1 2
 DF0057
 DF0057.Superseded values are not recommended for survey control.
 DF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0057.See file dsdata.txt to determine how the superseded data were derived.
 DF0057
 DF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT058092(NAD 83)
 DF0057_MARKER: Q = CHISELED SQUARE
 DF0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0057_SP_SET: POWER LINE TOWER
 DF0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0057
 DF0057  HISTORY     - Date     Condition        Report By
 DF0057  HISTORY     - UNK      MONUMENTED       USGS
 DF0057  HISTORY     - 1955     GOOD             NGS
 DF0057  HISTORY     - 1980     GOOD             NGS
 DF0057
 DF0057                          STATION DESCRIPTION
 DF0057
 DF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0057'4 MI NW FROM AUGUSTA.
 DF0057'ABOUT 4.6 MILES NORTHWESTERLY ALONG THE CHARLESTON AND WESTERN
 DF0057'CAROLINA RAILWAY FROM AUGUSTA, RICHMOND COUNTY, ABOUT 0.4 MILE
 DF0057'EAST OF NO. 5 MILEPOST, ABOUT 0.4 MILE NORTHWEST OF EISENHOWER
 DF0057'DRIVE CROSSING, IN THE SOUTHWEST CORNER OF THE TOP OF THE SOUTHWEST
 DF0057'CONCRETE PEDESTAL OF A STEEL TRANSMISSION LINE TOWER, AND 30 FEET
 DF0057'NORTHEAST OF THE NORTHEAST RAIL.  A CHISELED SQUARE.
 DF0057
 DF0057                          STATION RECOVERY (1980)
 DF0057
 DF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0816 ***********************************************************************
 DF0816  DESIGNATION -  167 USGS
 DF0816  PID         -  DF0816
 DF0816  STATE/COUNTY-  GA/RICHMOND
 DF0816  USGS QUAD   -  MARTINEZ (1980)
 DF0816
 DF0816                         *CURRENT SURVEY CONTROL
 DF0816  ___________________________________________________________________
 DF0816* NAD 83(1986)-  33 30 44.     (N)    082 00 09.     (W)     SCALED    
 DF0816* NAVD 88     -        50.528  (meters)     165.77   (feet)  ADJUSTED  
 DF0816  ___________________________________________________________________
 DF0816  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF0816  DYNAMIC HT  -          50.475 (meters)     165.60  (feet)  COMP
 DF0816  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DF0816
 DF0816  VERT ORDER  -  FIRST     CLASS II
 DF0816
 DF0816.The horizontal coordinates were scaled from a topographic map and have
 DF0816.an estimated accuracy of +/- 6 seconds.
 DF0816
 DF0816.The orthometric height was determined by differential leveling
 DF0816.and adjusted by the National Geodetic Survey in June 1991..
 DF0816
 DF0816.The geoid height was determined by GEOID03.
 DF0816
 DF0816.The dynamic height is computed by dividing the NAVD 88
 DF0816.geopotential number by the normal gravity value computed on the
 DF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0816.degrees latitude (g = 980.6199 gals.).
 DF0816
 DF0816.The modeled gravity was interpolated from observed gravity values.
 DF0816
 DF0816;                    North         East    Units  Estimated Accuracy
 DF0816;SPC GA E     -   389,420.      215,250.      MT  (+/- 180 meters Scaled)
 DF0816
 DF0816                          SUPERSEDED SURVEY CONTROL
 DF0816
 DF0816  NGVD 29 (??/??/92)   50.755  (m)          166.52   (f) ADJ UNCH    1 2
 DF0816
 DF0816.Superseded values are not recommended for survey control.
 DF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0816.See file dsdata.txt to determine how the superseded data were derived.
 DF0816
 DF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT068085(NAD 83)
 DF0816_MARKER: DD = SURVEY DISK
 DF0816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0816_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0816_STAMPING: 167 1913
 DF0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0816
 DF0816  HISTORY     - Date     Condition        Report By
 DF0816  HISTORY     - 1913     MONUMENTED       USGS
 DF0816  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0816
 DF0816                          STATION DESCRIPTION
 DF0816
 DF0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0816'3.5 MI NW FROM AUGUSTA.
 DF0816'DIGGING AND PROBING OVER THE DESCRIBED LOCATION FAILED TO FIND
 DF0816'ANY EVIDENCE OF THE MARK.  3.8 MILES NORTHWEST ALONG THE CHARLESTON
 DF0816'AND WESTERN CAROLINA RAILWAY FROM AUGUSTA, RICHMOND COUNTY, 3/4
 DF0816'MILE WEST OF MILEPOST 3, NEAR A CITY WATER WORKS, 25 FEET EAST OF
 DF0816'THE EAST ABUTMENT OF THE RAILWAY BRIDGE OVER A CANAL, AND 17 FEET
 DF0816'NORTH OF THE NORTH RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 DF0816'STANDARD CAP, STAMPED 167 1913 AND RIVETED ON THE TOP OF A
 DF0816'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0696 ***********************************************************************
 DF0696  DESIGNATION -  168 RHP
 DF0696  PID         -  DF0696
 DF0696  STATE/COUNTY-  GA/MONROE
 DF0696  USGS QUAD   -  DAMES FERRY (1964)
 DF0696
 DF0696                         *CURRENT SURVEY CONTROL
 DF0696  ___________________________________________________________________
 DF0696* NAD 83(1986)-  33 01 18.     (N)    083 43 28.     (W)     SCALED    
 DF0696* NAVD 88     -       106.567  (meters)     349.63   (feet)  ADJUSTED  
 DF0696  ___________________________________________________________________
 DF0696  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DF0696  DYNAMIC HT  -         106.453 (meters)     349.25  (feet)  COMP
 DF0696  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DF0696
 DF0696  VERT ORDER  -  FIRST     CLASS II
 DF0696
 DF0696.The horizontal coordinates were scaled from a topographic map and have
 DF0696.an estimated accuracy of +/- 6 seconds.
 DF0696
 DF0696.The orthometric height was determined by differential leveling
 DF0696.and adjusted by the National Geodetic Survey in June 1991..
 DF0696
 DF0696.The geoid height was determined by GEOID03.
 DF0696
 DF0696.The dynamic height is computed by dividing the NAVD 88
 DF0696.geopotential number by the normal gravity value computed on the
 DF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0696.degrees latitude (g = 980.6199 gals.).
 DF0696
 DF0696.The modeled gravity was interpolated from observed gravity values.
 DF0696
 DF0696;                    North         East    Units  Estimated Accuracy
 DF0696;SPC GA W     -   335,090.      741,310.      MT  (+/- 180 meters Scaled)
 DF0696
 DF0696                          SUPERSEDED SURVEY CONTROL
 DF0696
 DF0696  NGVD 29 (??/??/92)  106.659  (m)          349.93   (f) ADJ UNCH    1 2
 DF0696
 DF0696.Superseded values are not recommended for survey control.
 DF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0696.See file dsdata.txt to determine how the superseded data were derived.
 DF0696
 DF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS455569(NAD 83)
 DF0696_MARKER: DD = SURVEY DISK
 DF0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0696_STAMPING: 350 168 RHP 1955
 DF0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0696+STABILITY: SURFACE MOTION
 DF0696
 DF0696  HISTORY     - Date     Condition        Report By
 DF0696  HISTORY     - 1955     MONUMENTED       USGS
 DF0696  HISTORY     - 1958     GOOD             NGS
 DF0696
 DF0696                          STATION DESCRIPTION
 DF0696
 DF0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0696'7.6 MI SE FROM JULIETTE.
 DF0696'ABOUT 7.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DF0696'STATION AT JULIETTE, AT DAMES FERRY, AT THE CROSSING OF STATE
 DF0696'HIGHWAY 18, 0.55 MILE SOUTHEAST OF MILEPOST 224, 45 FEET SOUTHWEST
 DF0696'OF THE CENTER OF THE CROSSING, 27 FEET NORTHWEST OF THE NORTHWEST
 DF0696'RAIL AND AT INSIDE OF A CURVE, 33 FEET SOUTH OF THE CENTER LINE OF
 DF0696'HIGHWAY, 57 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM THE CROSSING
 DF0696'SIGN, 31 FEET EAST OF A TELEPHONE POLE, 27 FEET SOUTHEAST OF THE
 DF0696'SOUTHWEST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE
 DF0696'HIGHWAY, 120 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 DF0696'SOUTHEAST CORNER OF TAYLORS GROCERY STORE, 2 FEET EAST OF A STEEL
 DF0696'WITNESS POST, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TRACK, AND IN
 DF0696'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0231 ***********************************************************************
 BR0231  DESIGNATION -  17
 BR0231  PID         -  BR0231
 BR0231  STATE/COUNTY-  GA/GLYNN
 BR0231  USGS QUAD   -  BLADEN (1993)
 BR0231
 BR0231                         *CURRENT SURVEY CONTROL
 BR0231  ___________________________________________________________________
 BR0231* NAD 83(1986)-  31 12 49.     (N)    081 42 47.     (W)     SCALED    
 BR0231* NAVD 88     -         4.747  (meters)      15.57   (feet)  ADJUSTED  
 BR0231  ___________________________________________________________________
 BR0231  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 BR0231  DYNAMIC HT  -           4.741 (meters)      15.55  (feet)  COMP
 BR0231  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 BR0231
 BR0231  VERT ORDER  -  FIRST     CLASS II
 BR0231
 BR0231.The horizontal coordinates were scaled from a topographic map and have
 BR0231.an estimated accuracy of +/- 6 seconds.
 BR0231
 BR0231.The orthometric height was determined by differential leveling
 BR0231.and adjusted by the National Geodetic Survey in June 1991..
 BR0231
 BR0231.The geoid height was determined by GEOID03.
 BR0231
 BR0231.The dynamic height is computed by dividing the NAVD 88
 BR0231.geopotential number by the normal gravity value computed on the
 BR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0231.degrees latitude (g = 980.6199 gals.).
 BR0231
 BR0231.The modeled gravity was interpolated from observed gravity values.
 BR0231
 BR0231;                    North         East    Units  Estimated Accuracy
 BR0231;SPC GA E     -   134,620.      243,220.      MT  (+/- 180 meters Scaled)
 BR0231
 BR0231                          SUPERSEDED SURVEY CONTROL
 BR0231
 BR0231  NGVD 29 (??/??/92)    5.068  (m)           16.63   (f) ADJ UNCH    1 2
 BR0231
 BR0231.Superseded values are not recommended for survey control.
 BR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0231.See file dsdata.txt to determine how the superseded data were derived.
 BR0231
 BR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ320534(NAD 83)
 BR0231_MARKER: P = PIPE CAP
 BR0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0231_STAMPING: 17 1917
 BR0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0231
 BR0231  HISTORY     - Date     Condition        Report By
 BR0231  HISTORY     - 1917     MONUMENTED       USGS
 BR0231  HISTORY     - 1956     GOOD             NGS
 BR0231
 BR0231                          STATION DESCRIPTION
 BR0231
 BR0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0231'2.3 MI S FROM BLADEN.
 BR0231'ABOUT 2.3 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BR0231'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT BLADEN, 0.1 MILE
 BR0231'SOUTH OF MILE POST 570, 59 FEET EAST OF THE EAST RAIL, 120 FEET
 BR0231'NORTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 84, 114
 BR0231'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 70 1/2 FEET
 BR0231'NORTH-NORTHWEST OF POWER POLE 789, 48 FEET NORTHEAST OF A POWER AND
 BR0231'TELEPHONE POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 BR0231'CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1260 ***********************************************************************
 DG1260  DESIGNATION -  17 A 83 GAGS
 DG1260  PID         -  DG1260
 DG1260  STATE/COUNTY-  GA/POLK
 DG1260  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG1260
 DG1260                         *CURRENT SURVEY CONTROL
 DG1260  ___________________________________________________________________
 DG1260* NAD 83(1986)-  33 58 25.     (N)    085 00 58.     (W)     SCALED    
 DG1260* NAVD 88     -       274.859  (meters)     901.77   (feet)  ADJUSTED  
 DG1260  ___________________________________________________________________
 DG1260  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG1260  DYNAMIC HT  -         274.562 (meters)     900.79  (feet)  COMP
 DG1260  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 DG1260
 DG1260  VERT ORDER  -  FIRST     CLASS I
 DG1260
 DG1260.The horizontal coordinates were scaled from a topographic map and have
 DG1260.an estimated accuracy of +/- 6 seconds.
 DG1260
 DG1260.The orthometric height was determined by differential leveling
 DG1260.and adjusted by the National Geodetic Survey in June 1991..
 DG1260
 DG1260.The geoid height was determined by GEOID03.
 DG1260
 DG1260.The dynamic height is computed by dividing the NAVD 88
 DG1260.geopotential number by the normal gravity value computed on the
 DG1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1260.degrees latitude (g = 980.6199 gals.).
 DG1260
 DG1260.The modeled gravity was interpolated from observed gravity values.
 DG1260
 DG1260;                    North         East    Units  Estimated Accuracy
 DG1260;SPC GA W     -   440,900.      621,510.      MT  (+/- 180 meters Scaled)
 DG1260
 DG1260                          SUPERSEDED SURVEY CONTROL
 DG1260
 DG1260  NGVD 29 (??/??/92)  274.785  (m)          901.52   (f) ADJ UNCH    1 1
 DG1260
 DG1260.Superseded values are not recommended for survey control.
 DG1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1260.See file dsdata.txt to determine how the superseded data were derived.
 DG1260
 DG1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC832610(NAD 83)
 DG1260_MARKER: DD = SURVEY DISK
 DG1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1260_STAMPING: 17 A 83
 DG1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1260+STABILITY: SURFACE MOTION
 DG1260
 DG1260  HISTORY     - Date     Condition        Report By
 DG1260  HISTORY     - UNK      MONUMENTED       GAGS
 DG1260  HISTORY     - 1968     GOOD             NGS
 DG1260
 DG1260                          STATION DESCRIPTION
 DG1260
 DG1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG1260'3 MI SE FROM ROCKMART.
 DG1260'ABOUT 3.05 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 DG1260'FROM THE STATION AT ROCKMART, ABOUT 0.15 MILE EAST OF A PRIVATE
 DG1260'ROAD CROSSING, ON THE OUTSIDE AND NEAR THE CENTER OF A CURVE
 DG1260'WITH TANGENTS EXTENDING TO THE WEST AND SOUTHEAST, 7.3 FEET NORTH
 DG1260'OF THE NORTH RAIL, 6.3 FEET NORTHWEST OF A 2 1/2-INCH METAL PIPE
 DG1260'WHICH PROJECTS 1.2 FEET ABOVE THE LEVEL OF THE GROUND AND HAS
 DG1260'A 6-INCH SQUARE BOX BOLTED ON TOP OF IT, ABOUT 2 FEET BELOW THE
 DG1260'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1260'5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2905 ***********************************************************************
 CL2905  DESIGNATION -  17 C 14 RESET
 CL2905  PID         -  CL2905
 CL2905  STATE/COUNTY-  GA/EMANUEL
 CL2905  USGS QUAD   -  OAK PARK (1985)
 CL2905
 CL2905                         *CURRENT SURVEY CONTROL
 CL2905  ___________________________________________________________________
 CL2905* NAD 83(1994)-  32 20 03.59792(N)    082 19 12.95634(W)     ADJUSTED  
 CL2905* NAVD 88     -        78.66   (+/-2cm)     258.1    (feet)  VERTCON   
 CL2905  ___________________________________________________________________
 CL2905  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CL2905  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CL2905
 CL2905  HORZ ORDER  -  SECOND
 CL2905  VERT ORDER  -  THIRD ? (See Below)
 CL2905
 CL2905.The horizontal coordinates were established by classical geodetic methods
 CL2905.and adjusted by the National Geodetic Survey in September 1997..
 CL2905.No horizontal observational check was made to the station.
 CL2905
 CL2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2905.The vertical order pertains to the NGVD 29 superseded value.
 CL2905
 CL2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2905
 CL2905.The geoid height was determined by GEOID03.
 CL2905
 CL2905;                    North         East     Units Scale Factor Converg.
 CL2905;SPC GA E     -   258,797.594   185,540.302   MT  0.99990258   -0 04 55.8
 CL2905;SPC GA E     -   849,071.77    608,726.81   sFT  0.99990258   -0 04 55.8
 CL2905;UTM  17      - 3,578,260.732   375,743.749   MT  0.99979040   -0 42 22.5
 CL2905
 CL2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2905!SPC GA E     -   0.99999222  x   0.99990258  =   0.99989480
 CL2905!UTM  17      -   0.99999222  x   0.99979040  =   0.99978262
 CL2905
 CL2905                          SUPERSEDED SURVEY CONTROL
 CL2905
 CL2905  NAD 83(1986)-  32 20 03.60124(N)    082 19 12.95439(W) AD(       ) 2
 CL2905  NGVD 29 (06/19/89)   78.86   (m)          258.7    (f) LEVELING    3  
 CL2905
 CL2905.Superseded values are not recommended for survey control.
 CL2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2905.See file dsdata.txt to determine how the superseded data were derived.
 CL2905
 CL2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7574478261(NAD 83)
 CL2905_MARKER: DE = TRAVERSE STATION DISK
 CL2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2905_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2905+STABILITY: SURFACE MOTION
 CL2905
 CL2905  HISTORY     - Date     Condition        Report By
 CL2905  HISTORY     - 1985     MONUMENTED       GAGS
 CL2905
 CL2905                          STATION DESCRIPTION
 CL2905
 CL2905'DESCRIBED BY GEORGIA GEODETIC SURVEY 1985 (BMP)
 CL2905'THE STATION IS LOCATED ABOUT 13.6 KM (8.6 MI)
 CL2905'NORTH OF LYONS AND
 CL2905'3.0 KM (1.8 MI) SOUTH OF OAK PARK.  THE STATION WAS ORIGINALLY A
 CL2905'TRAVERSE STATION OF THE COOPERATIVE CWA PROJECT OF 1935 AND WAS
 CL2905'RESET IN 1957.
 CL2905'OWNERSHIP--STATE RIGHT OF WAY.
 CL2905'
 CL2905'TO REACH THE STATION FROM THE CITY HALL AND FIRE DEPARTMENT IN OAK
 CL2905'PARK WHICH IS ABOUT 125 METERS EAST OF THE TOWN WATER TANK, GO
 CL2905'SOUTH ON U.S. HIGHWAY 1 FOR 0.32 KM (0.2 MI) TO A Y ROAD LEFT,
 CL2905'STATE ROUTE 86.  CONTINUE AHEAD NOW SOUTH FOR 0.96 KM (0.6 MI) TO A
 CL2905'LOW AREA AND A SMALL STREAM UNDER THE HIGHWAY.  CONTINUE A HEAD FOR
 CL2905'1.6 KM (1.0 MI) TO THE STATION ON THE RIGHT ON A HIGH ENBANKMENT AT
 CL2905'A DESERTED HOUSE.  THERE IS A WHITE HOUSE ON AN EMBANKMENT ON THE
 CL2905'LEFT.
 CL2905'
 CL2905'THE STATION IS A STANDARD GAGS DISK
 CL2905'STAMPED---17C 14 RESET 1957---,
 CL2905'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2905'33 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 CL2905'-28.31 METERS (98.9 FT) NORTH FROM THE CENTER OF A FIELD ROAD,
 CL2905'23.81 METERS (78.1 FT) NORTH FROM A POWER POLE WITH TELEPHONE BOX,
 CL2905'19.90 METERS (65.3 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 1 AND
 CL2905'0.38 METERS (1.2 FT) EAST FROM A METAL WITNESS POST.  THE STATION
 CL2905'IS ABOUT 2 METERS ABOVE THE HIGHWAY.
 CL2905'
 CL2905'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2905'
 CL2905'DESCRIBED BY B. POUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2786 ***********************************************************************
 CL2786  DESIGNATION -  17 C 15 RESET
 CL2786  PID         -  CL2786
 CL2786  STATE/COUNTY-  GA/EMANUEL
 CL2786  USGS QUAD   -  OAK PARK (1985)
 CL2786
 CL2786                         *CURRENT SURVEY CONTROL
 CL2786  ___________________________________________________________________
 CL2786* NAD 83(1994)-  32 19 39.28799(N)    082 19 25.29515(W)     ADJUSTED  
 CL2786* NAVD 88     -        76.03   (+/-2cm)     249.4    (feet)  VERTCON   
 CL2786  ___________________________________________________________________
 CL2786  X           -     720,612.568 (meters)                     COMP
 CL2786  Y           -  -5,346,415.390 (meters)                     COMP
 CL2786  Z           -   3,391,206.854 (meters)                     COMP
 CL2786  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 CL2786  ELLIP HEIGHT-          46.87  (meters)          (09/03/97) GPS OBS
 CL2786  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CL2786
 CL2786  HORZ ORDER  -  FIRST
 CL2786  VERT ORDER  -  THIRD ? (See Below)
 CL2786  ELLP ORDER  -  FOURTH    CLASS II
 CL2786
 CL2786.The horizontal coordinates were established by GPS observations
 CL2786.and adjusted by the National Geodetic Survey in September 1997..
 CL2786
 CL2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2786.The vertical order pertains to the NGVD 29 superseded value.
 CL2786
 CL2786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2786
 CL2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2786
 CL2786.The ellipsoidal height was determined by GPS observations
 CL2786.and is referenced to NAD 83.
 CL2786
 CL2786.The geoid height was determined by GEOID03.
 CL2786
 CL2786;                    North         East     Units Scale Factor Converg.
 CL2786;SPC GA E     -   258,049.304   185,216.546   MT  0.99990269   -0 05 02.3
 CL2786;SPC GA E     -   846,616.76    607,664.62   sFT  0.99990269   -0 05 02.3
 CL2786;UTM  17      - 3,577,516.096   375,411.900   MT  0.99979141   -0 42 28.6
 CL2786
 CL2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2786!SPC GA E     -   0.99999264  x   0.99990269  =   0.99989533
 CL2786!UTM  17      -   0.99999264  x   0.99979141  =   0.99978405
 CL2786
 CL2786                          SUPERSEDED SURVEY CONTROL
 CL2786
 CL2786  NAD 83(1986)-  32 19 39.29156(N)    082 19 25.29404(W) AD(       ) 1
 CL2786  NGVD 29 (12/08/88)   76.23   (m)          250.1    (f) LEVELING    3  
 CL2786
 CL2786.Superseded values are not recommended for survey control.
 CL2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2786.See file dsdata.txt to determine how the superseded data were derived.
 CL2786
 CL2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7541277516(NAD 83)
 CL2786_MARKER: DE = TRAVERSE STATION DISK
 CL2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2786_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2786+STABILITY: SURFACE MOTION
 CL2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2786+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1986
 CL2786
 CL2786  HISTORY     - Date     Condition        Report By
 CL2786  HISTORY     - 1985     MONUMENTED       GADT
 CL2786  HISTORY     - 19861112 GOOD
 CL2786
 CL2786                          STATION DESCRIPTION
 CL2786
 CL2786'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2786'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI)
 CL2786'NORTH OF LYONS AND
 CL2786'3.7 KM (2.3 MI) SOUTH OF OAK PARK.  THE STATION WAS RESET IN 1957
 CL2786'HAVING BEEN ORIGINALLY A STATION OF COOPERATIVE SURVEY OF THE CWA
 CL2786'SYSTEM BUT NOT A NATIONAL NETWORK STATION BEFORE THIS PROJECT.
 CL2786'OWNERSHIP--STATE RIGHT OF WAY.
 CL2786'
 CL2786'TO REACH THE STATION FROM THE CITY HALL AND FIRE DEPARTMENT IN OAK
 CL2786'PARK WHICH IS ABOUT 125 METERS EAST OF THE TOWN WATER TANK GO
 CL2786'SOUTHEAST FOR 0.32 KM (0.2 MI) ON U.S. HIGHWAY 1 TO STATE ROUTE 86
 CL2786'AT A FORK LEFT.
 CL2786'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.96 KM (0.6 MI) ON U.S.
 CL2786'HIGHWAY 1 TO A LOW AREA AND A SMALL STREAM UNDER THE HIGHWAY,
 CL2786'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1.0 MI) ON THE
 CL2786'HIGHWAY TO THE AZIMUTH MARK AT A DESERTED HOUSE ON A HIGH
 CL2786'EMBANKMENT ON THE RIGHT, A WHITE HOUSE ON A HIGH EMBANKMENT ON THE
 CL2786'LEFT.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO THE STATION ON THE
 CL2786'RIGHT AT A FARM ROAD RIGHT.
 CL2786'
 CL2786'THE STATION IS A STANDARD GAGS DISK
 CL2786'STAMPED---17C 15 RESET 1957---,
 CL2786'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2786'33 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 CL2786'21.40 METERS (70.2 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CL2786'13.89 METERS (45.5 FT) NORTHEAST FROM THE CENTER OF THE FARM ROAD,
 CL2786'9.54 METERS (31.3 FT) NORTH-NORTHWEST FROM A POWER POLE AND
 CL2786'0.48 METERS (1.5 FT) EAST FROM A METAL WITNESS POST.
 CL2786'
 CL2786'AZIMUTH MARK NO 1 IS A STANDARD GAGS DISK STAMPED---17C 14 RESET
 CL2786'1957---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 CL2786'DIAMENTER PROJECTING 15 CM ABOVE THE GROUND LOCATED 28.31 METERS
 CL2786'(98.9 FT) NORTH OF THE CENTER OF A FIELD ROAD,
 CL2786'23.81 METERS (78.1 FT) NORTH OF A POWER POLE WITH TELEPHONE BOX,
 CL2786'19.90 METERS
 CL2786'(65.3 FT ) WEST OF THE CENTER OF THE HIGHWAY AND 2 METERS ABOVE IT
 CL2786'AND 0.38 METERS (1.2 FT) EAST OF A METAL WITNESS POST.
 CL2786'
 CL2786'DESCRIBED BY B. PUTZIGER.
 CL2786
 CL2786                          STATION RECOVERY (1986)
 CL2786
 CL2786'RECOVERED 1986
 CL2786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1647 ***********************************************************************
 BS1647  DESIGNATION -  17 C 46 C
 BS1647  PID         -  BS1647
 BS1647  STATE/COUNTY-  GA/APPLING
 BS1647  USGS QUAD   -  BAXLEY (1988)
 BS1647
 BS1647                         *CURRENT SURVEY CONTROL
 BS1647  ___________________________________________________________________
 BS1647* NAD 83(1994)-  31 46 39.76004(N)    082 21 06.52598(W)     ADJUSTED  
 BS1647* NAVD 88     -        61.74   (+/-2cm)     202.6    (feet)  VERTCON   
 BS1647  ___________________________________________________________________
 BS1647  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 BS1647  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BS1647
 BS1647  HORZ ORDER  -  SECOND
 BS1647  VERT ORDER  -  THIRD (See Below)
 BS1647
 BS1647.The horizontal coordinates were established by classical geodetic methods
 BS1647.and adjusted by the National Geodetic Survey in September 1997..
 BS1647.No horizontal observational check was made to the station.
 BS1647
 BS1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1647.The vertical order pertains to the NGVD 29 superseded value.
 BS1647
 BS1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1647
 BS1647.The geoid height was determined by GEOID03.
 BS1647
 BS1647;                    North         East     Units Scale Factor Converg.
 BS1647;SPC GA E     -   197,085.775   182,464.626   MT  0.99990379   -0 05 51.0
 BS1647;SPC GA E     -   646,605.58    598,636.03   sFT  0.99990379   -0 05 51.0
 BS1647;UTM  17      - 3,516,592.359   372,001.637   MT  0.99980206   -0 42 43.2
 BS1647
 BS1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1647!SPC GA E     -   0.99999476  x   0.99990379  =   0.99989855
 BS1647!UTM  17      -   0.99999476  x   0.99980206  =   0.99979682
 BS1647
 BS1647                          SUPERSEDED SURVEY CONTROL
 BS1647
 BS1647  NAD 83(1986)-  31 46 39.77212(N)    082 21 06.52760(W) AD(       ) 2
 BS1647  NGVD 29 (12/08/88)   61.99   (m)          203.4    (f) LEVELING    3  
 BS1647
 BS1647.Superseded values are not recommended for survey control.
 BS1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1647.See file dsdata.txt to determine how the superseded data were derived.
 BS1647
 BS1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7200216592(NAD 83)
 BS1647_MARKER: DE = TRAVERSE STATION DISK
 BS1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1647+STABILITY: SURFACE MOTION
 BS1647
 BS1647  HISTORY     - Date     Condition        Report By
 BS1647  HISTORY     - 1985     MONUMENTED       GAGS
 BS1647
 BS1647                          STATION DESCRIPTION
 BS1647
 BS1647'DESCRIBED BY GEORGIA GEODETIC SURVEY 1985 (BMP)
 BS1647'THE STATION IS LOCATED IN BAXLEY ALONG THE SOUTHERN RAILWAY TRACK.
 BS1647'OWNERSHIP--SOUTHERN RAILWAY RIGHT OF WAY.
 BS1647'
 BS1647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1647'BAXLEY GO WEST ON U.S. HIGHWAY 341 FOR 0.24 KM (0.15 MI) TO THOMAS
 BS1647'STREET.  TURN LEFT ONTO THOMAS STREET FOR 0.12 KM (0.08MI) TO NORTH
 BS1647'EAST PARK STREET AND THE STATION ON THE SOUTH SIDE OF THE RAILWAY
 BS1647'TRACK BETWEEN SOUTH WEST PARK STREET AND THE TRACK.
 BS1647'
 BS1647'THE STATION IS A STANDARD GAGS DISK
 BS1647'STAMPED---17C 46C---,
 BS1647'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1647'20 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BS1647'17.2 METERS (56.5 FT) NORTHWEST FROM A YARD LIMIT SIGN,
 BS1647'14.0 METERS (46.0 FT) SOUTHEAST FROM A WHISTLE POST,
 BS1647'11.9 METERS (39.0 FT) NORTHEAST FROM THE CENTER OF SOUTHWEST PARK
 BS1647'STREET,
 BS1647'5.8 METERS (19.1 FT) NORTHWEST FROM THE SOUTH END OF A DRAIN PIPE
 BS1647'AND,
 BS1647'1.4 METERS (4.5 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE TRACK.
 BS1647'
 BS1647'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7104 ***********************************************************************
 AB7104  DESIGNATION -  17 DRM
 AB7104  PID         -  AB7104
 AB7104  STATE/COUNTY-  GA/DOUGHERTY
 AB7104  USGS QUAD   -  ALBANY EAST (1988)
 AB7104
 AB7104                         *CURRENT SURVEY CONTROL
 AB7104  ___________________________________________________________________
 AB7104* NAD 83(1986)-  31 33 00.     (N)    084 05 42.     (W)     SCALED    
 AB7104* NAVD 88     -        59.602  (meters)     195.54   (feet)  ADJUSTED  
 AB7104  ___________________________________________________________________
 AB7104  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB7104  DYNAMIC HT  -          59.530 (meters)     195.31  (feet)  COMP
 AB7104  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 AB7104
 AB7104  VERT ORDER  -  SECOND    CLASS II
 AB7104
 AB7104.The horizontal coordinates were scaled from a topographic map and have
 AB7104.an estimated accuracy of +/- 6 seconds.
 AB7104
 AB7104.The orthometric height was determined by differential leveling
 AB7104.and adjusted by the National Geodetic Survey in November 1996..
 AB7104
 AB7104.The geoid height was determined by GEOID03.
 AB7104
 AB7104.The dynamic height is computed by dividing the NAVD 88
 AB7104.geopotential number by the normal gravity value computed on the
 AB7104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7104.degrees latitude (g = 980.6199 gals.).
 AB7104
 AB7104.The modeled gravity was interpolated from observed gravity values.
 AB7104
 AB7104;                    North         East    Units  Estimated Accuracy
 AB7104;SPC GA W     -   171,830.      706,800.      MT  (+/- 180 meters Scaled)
 AB7104
 AB7104                          SUPERSEDED SURVEY CONTROL
 AB7104
 AB7104.No superseded survey control is available for this station.
 AB7104
 AB7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV757942(NAD 83)
 AB7104_MARKER: A = ALUMINUM MARKER
 AB7104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7104_STAMPING: 17 DRM 1988
 AB7104_MARK LOGO: ALBDOU
 AB7104_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7104
 AB7104  HISTORY     - Date     Condition        Report By
 AB7104  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7104  HISTORY     - 19900301 GOOD             HOBBS
 AB7104
 AB7104                          STATION DESCRIPTION
 AB7104
 AB7104'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7104'MARK IS JUST SE OF ALBANY, 0.4 MI (0.6 KM) NORTH ON MOCK ROAD FROM
 AB7104'FLEMING ROAD, 0N THE LEFT AT TWO LARGE OAKS, 33.3 FT (10.1 M) WEST OF
 AB7104'CENTERLINE OF MOCK ROAD, 59 FT (18.0 M) EAST OF EAST WALL OF WHITE
 AB7104'FRAME HOUSE, 15.3 FT (4.7 M) NORTH OF ONE OAK TREE, 19.8 FT (6.0 M)
 AB7104'SOUTH OF ANOTHER OAK TREE.  MARK SET 1.3 FT (0.4 M) BELOW GROUND ATOP
 AB7104'ALUMINUM ALLOY ROD IN A ROUND CAST IRON CASING WITH LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0522 ***********************************************************************
 BT0522  DESIGNATION -  17 E 3
 BT0522  PID         -  BT0522
 BT0522  STATE/COUNTY-  GA/RANDOLPH
 BT0522  USGS QUAD   -  CUTHBERT (1972)
 BT0522
 BT0522                         *CURRENT SURVEY CONTROL
 BT0522  ___________________________________________________________________
 BT0522* NAD 83(1986)-  31 45 49.     (N)    084 49 06.     (W)     SCALED    
 BT0522* NAVD 88     -       146.152  (meters)     479.50   (feet)  ADJUSTED  
 BT0522  ___________________________________________________________________
 BT0522  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BT0522  DYNAMIC HT  -         145.980 (meters)     478.94  (feet)  COMP
 BT0522  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 BT0522
 BT0522  VERT ORDER  -  SECOND    CLASS 0
 BT0522
 BT0522.The horizontal coordinates were scaled from a topographic map and have
 BT0522.an estimated accuracy of +/- 6 seconds.
 BT0522
 BT0522.The orthometric height was determined by differential leveling
 BT0522.and adjusted by the National Geodetic Survey in June 1991..
 BT0522
 BT0522.The geoid height was determined by GEOID03.
 BT0522
 BT0522.The dynamic height is computed by dividing the NAVD 88
 BT0522.geopotential number by the normal gravity value computed on the
 BT0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0522.degrees latitude (g = 980.6199 gals.).
 BT0522
 BT0522.The modeled gravity was interpolated from observed gravity values.
 BT0522
 BT0522;                    North         East    Units  Estimated Accuracy
 BT0522;SPC GA W     -   195,690.      638,270.      MT  (+/- 180 meters Scaled)
 BT0522
 BT0522                          SUPERSEDED SURVEY CONTROL
 BT0522
 BT0522  NGVD 29 (??/??/92)  146.214  (m)          479.70   (f) ADJ UNCH    2 0
 BT0522
 BT0522.Superseded values are not recommended for survey control.
 BT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0522.See file dsdata.txt to determine how the superseded data were derived.
 BT0522
 BT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA066163(NAD 83)
 BT0522_MARKER: DD = SURVEY DISK
 BT0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0522+STABILITY: SURFACE MOTION
 BT0522
 BT0522  HISTORY     - Date     Condition        Report By
 BT0522  HISTORY     - UNK      MONUMENTED       GAGS
 BT0522  HISTORY     - 1958     MARK NOT FOUND   NGS
 BT0522
 BT0522                          STATION DESCRIPTION
 BT0522
 BT0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0522'1.4 MI W FROM CUTHBERT.
 BT0522'1.4 MI. W. OF CUTHBERT ALONG C. OF GA. RWY., 15 FEET NORTH OF NORTH
 BT0522'RAIL, 50 FEET EAST OF RAILWAY JUNCTION WITH FT. GAINES BRANCH, 1509
 BT0522'FEET EAST OF MILEPOST S 311, 75 FEET NORTH OF MOST WESTERLY SECTION
 BT0522'HOUSE.  A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0727 ***********************************************************************
 DG0727  DESIGNATION -  171 D CO
 DG0727  PID         -  DG0727
 DG0727  STATE/COUNTY-  GA/DE KALB
 DG0727  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0727
 DG0727                         *CURRENT SURVEY CONTROL
 DG0727  ___________________________________________________________________
 DG0727* NAD 83(1986)-  33 46 24.     (N)    084 17 49.     (W)     SCALED    
 DG0727* NAVD 88     -       314.023  (meters)    1030.26   (feet)  ADJUSTED  
 DG0727  ___________________________________________________________________
 DG0727  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG0727  DYNAMIC HT  -         313.677 (meters)    1029.12  (feet)  COMP
 DG0727  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DG0727
 DG0727  VERT ORDER  -  FIRST     CLASS II
 DG0727
 DG0727.The horizontal coordinates were scaled from a topographic map and have
 DG0727.an estimated accuracy of +/- 6 seconds.
 DG0727
 DG0727.The orthometric height was determined by differential leveling
 DG0727.and adjusted by the National Geodetic Survey in June 1991..
 DG0727
 DG0727.The geoid height was determined by GEOID03.
 DG0727
 DG0727.The dynamic height is computed by dividing the NAVD 88
 DG0727.geopotential number by the normal gravity value computed on the
 DG0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0727.degrees latitude (g = 980.6199 gals.).
 DG0727
 DG0727.The modeled gravity was interpolated from observed gravity values.
 DG0727
 DG0727;                    North         East    Units  Estimated Accuracy
 DG0727;SPC GA W     -   418,370.      687,930.      MT  (+/- 180 meters Scaled)
 DG0727
 DG0727                          SUPERSEDED SURVEY CONTROL
 DG0727
 DG0727  NGVD 29 (??/??/92)  313.950  (m)         1030.02   (f) ADJ UNCH    1 2
 DG0727
 DG0727.Superseded values are not recommended for survey control.
 DG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0727.See file dsdata.txt to determine how the superseded data were derived.
 DG0727
 DG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC503403(NAD 83)
 DG0727_MARKER: DD = SURVEY DISK
 DG0727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0727_SP_SET: SIDEWALK
 DG0727_STAMPING: 171
 DG0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0727
 DG0727  HISTORY     - Date     Condition        Report By
 DG0727  HISTORY     - UNK      MONUMENTED       LOCENG
 DG0727  HISTORY     - 1973     GOOD             NGS
 DG0727
 DG0727                          STATION DESCRIPTION
 DG0727
 DG0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0727'AT DECATUR.
 DG0727'A 3 INCH BRASS DISK DRILLED IN SIDEWALK ON THE NORTH SIDE OF
 DG0727'WEST TRINITY PLACE AND FACING THE NEW COURTHOUSE BUILDING IN
 DG0727'DECATUR, 104.3 FEET WEST OF THE EXTENDED WEST CURB OF NORTH
 DG0727'MC DONOUGH STREET, 74.3 FEET SOUTH OF EXTENDED SOUTH FACE OF NEW
 DG0727'COURTHOUSE BUILDING, 8.0 FEET EAST OF THE EXTENDED EAST FACE OF
 DG0727'NEW COURTHOUSE BUILDING, 7.8 FEET NORTH OF NORTH CURB OF WEST
 DG0727'TRINITY PLACE.  DISK IS A DE KALB COUNTY SURVEY MARK SET
 DG0727'FLUSH WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1064 ***********************************************************************
 CK1064  DESIGNATION -  172
 CK1064  PID         -  CK1064
 CK1064  STATE/COUNTY-  GA/JENKINS
 CK1064  USGS QUAD   -  MILLEN (1978)
 CK1064
 CK1064                         *CURRENT SURVEY CONTROL
 CK1064  ___________________________________________________________________
 CK1064* NAD 83(1986)-  32 50 02.     (N)    081 56 37.     (W)     SCALED    
 CK1064* NAVD 88     -        52.058  (meters)     170.79   (feet)  ADJUSTED  
 CK1064  ___________________________________________________________________
 CK1064  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CK1064  DYNAMIC HT  -          52.000 (meters)     170.60  (feet)  COMP
 CK1064  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 CK1064
 CK1064  VERT ORDER  -  FIRST     CLASS II
 CK1064
 CK1064.The horizontal coordinates were scaled from a topographic map and have
 CK1064.an estimated accuracy of +/- 6 seconds.
 CK1064
 CK1064.The orthometric height was determined by differential leveling
 CK1064.and adjusted by the National Geodetic Survey in June 1991..
 CK1064
 CK1064.The geoid height was determined by GEOID03.
 CK1064
 CK1064.The dynamic height is computed by dividing the NAVD 88
 CK1064.geopotential number by the normal gravity value computed on the
 CK1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1064.degrees latitude (g = 980.6199 gals.).
 CK1064
 CK1064.The modeled gravity was interpolated from observed gravity values.
 CK1064
 CK1064;                    North         East    Units  Estimated Accuracy
 CK1064;SPC GA E     -   314,200.      220,880.      MT  (+/- 180 meters Scaled)
 CK1064
 CK1064                          SUPERSEDED SURVEY CONTROL
 CK1064
 CK1064  NGVD 29 (??/??/92)   52.298  (m)          171.58   (f) ADJ UNCH    1 2
 CK1064
 CK1064.Superseded values are not recommended for survey control.
 CK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1064.See file dsdata.txt to determine how the superseded data were derived.
 CK1064
 CK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS116332(NAD 83)
 CK1064_MARKER: P = PIPE CAP
 CK1064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1064_STAMPING: 171.456 172 1918
 CK1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1064
 CK1064  HISTORY     - Date     Condition        Report By
 CK1064  HISTORY     - 1918     MONUMENTED       USGS
 CK1064  HISTORY     - 1960     GOOD             NGS
 CK1064
 CK1064                          STATION DESCRIPTION
 CK1064
 CK1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1064'2.3 MI N FROM MILLEN.
 CK1064'ABOUT 2.3 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1064'THE STATION AT MILLEN, 0.45 MILE NORTH OF A DIRT ROAD CROSSING
 CK1064'NEAR THE LIQUID AMMONIA PLANT, 8 FEET WEST OF MILEPOST S 81,
 CK1064'26 1/2 FEET WEST OF THE WEST RAIL, ACROSS THE TRACK FROM AND
 CK1064'BETWEEN TELEPHONE POLES 2015 AND 2014, ABOUT 1 FOOT ABOVE THE
 CK1064'LEVEL OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 CK1064'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0012 ***********************************************************************
 BT0012  DESIGNATION -  172.8
 BT0012  PID         -  BT0012
 BT0012  STATE/COUNTY-  GA/MITCHELL
 BT0012  USGS QUAD   -  BACONTON NORTH (1983)
 BT0012
 BT0012                         *CURRENT SURVEY CONTROL
 BT0012  ___________________________________________________________________
 BT0012* NAD 83(1986)-  31 22 38.     (N)    084 09 43.     (W)     SCALED    
 BT0012* NAVD 88     -        52.521  (meters)     172.31   (feet)  ADJUSTED  
 BT0012  ___________________________________________________________________
 BT0012  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BT0012  DYNAMIC HT  -          52.457 (meters)     172.10  (feet)  COMP
 BT0012  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BT0012
 BT0012  VERT ORDER  -  SECOND    CLASS 0
 BT0012
 BT0012.The horizontal coordinates were scaled from a topographic map and have
 BT0012.an estimated accuracy of +/- 6 seconds.
 BT0012
 BT0012.The orthometric height was determined by differential leveling
 BT0012.and adjusted by the National Geodetic Survey in June 1991..
 BT0012
 BT0012.The geoid height was determined by GEOID03.
 BT0012
 BT0012.The dynamic height is computed by dividing the NAVD 88
 BT0012.geopotential number by the normal gravity value computed on the
 BT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0012.degrees latitude (g = 980.6199 gals.).
 BT0012
 BT0012.The modeled gravity was interpolated from observed gravity values.
 BT0012
 BT0012;                    North         East    Units  Estimated Accuracy
 BT0012;SPC GA W     -   152,670.      700,450.      MT  (+/- 180 meters Scaled)
 BT0012
 BT0012                          SUPERSEDED SURVEY CONTROL
 BT0012
 BT0012  NGVD 29 (??/??/92)   52.67   (m)          172.8    (f) COMPUTED    2 0
 BT0012
 BT0012.Superseded values are not recommended for survey control.
 BT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0012.See file dsdata.txt to determine how the superseded data were derived.
 BT0012
 BT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV699748(NAD 83)
 BT0012_MARKER: DB = BENCH MARK DISK
 BT0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0012+STABILITY: SURFACE MOTION
 BT0012
 BT0012  HISTORY     - Date     Condition        Report By
 BT0012  HISTORY     - UNK      MONUMENTED       GAGS
 BT0012  HISTORY     - 1972     MARK NOT FOUND   NGS
 BT0012
 BT0012                          STATION DESCRIPTION
 BT0012
 BT0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BT0012'AT BACONTON.
 BT0012'AT BACONTON, MITCHELL COUNTY, AT THE NORTH SIDE OF THE ATLANTIC
 BT0012'COAST LINE RAILROAD STATION, 62 FEET WEST OF THE WEST RAIL OF THE
 BT0012'MAIN TRACK, 17 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 19,
 BT0012'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 BT0012'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0015 ***********************************************************************
 EE0015  DESIGNATION -  1751
 EE0015  PID         -  EE0015
 EE0015  STATE/COUNTY-  GA/FANNIN
 EE0015  USGS QUAD   -  BLUE RIDGE (1988)
 EE0015
 EE0015                         *CURRENT SURVEY CONTROL
 EE0015  ___________________________________________________________________
 EE0015* NAD 83(1986)-  34 51 56.     (N)    084 19 32.     (W)     SCALED    
 EE0015* NAVD 88     -       523.971  (meters)    1719.06   (feet)  ADJUSTED  
 EE0015  ___________________________________________________________________
 EE0015  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0015  DYNAMIC HT  -         523.425 (meters)    1717.27  (feet)  COMP
 EE0015  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 EE0015
 EE0015  VERT ORDER  -  SECOND    CLASS 0
 EE0015
 EE0015.The horizontal coordinates were scaled from a topographic map and have
 EE0015.an estimated accuracy of +/- 6 seconds.
 EE0015
 EE0015.The orthometric height was determined by differential leveling
 EE0015.and adjusted by the National Geodetic Survey in June 1991..
 EE0015
 EE0015.The geoid height was determined by GEOID03.
 EE0015
 EE0015.The dynamic height is computed by dividing the NAVD 88
 EE0015.geopotential number by the normal gravity value computed on the
 EE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0015.degrees latitude (g = 980.6199 gals.).
 EE0015
 EE0015.The modeled gravity was interpolated from observed gravity values.
 EE0015
 EE0015;                    North         East    Units  Estimated Accuracy
 EE0015;SPC GA W     -   539,520.      685,470.      MT  (+/- 180 meters Scaled)
 EE0015
 EE0015                          SUPERSEDED SURVEY CONTROL
 EE0015
 EE0015  NGVD 29 (??/??/92)  523.982  (m)         1719.10   (f) ADJ UNCH    2 0
 EE0015
 EE0015.Superseded values are not recommended for survey control.
 EE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0015.See file dsdata.txt to determine how the superseded data were derived.
 EE0015
 EE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD444613(NAD 83)
 EE0015_MARKER: DB = BENCH MARK DISK
 EE0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0015_SP_SET: BUILDING
 EE0015_STAMPING: 1751 1719.098
 EE0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0015
 EE0015  HISTORY     - Date     Condition        Report By
 EE0015  HISTORY     - UNK      MONUMENTED       USGS
 EE0015  HISTORY     - 1972     GOOD             NGS
 EE0015
 EE0015                          STATION DESCRIPTION
 EE0015
 EE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0015'AT BLUE RIDGE.
 EE0015'AT BLUE RIDGE, 150 FEET SOUTHWEST OF THE LOUISVILLE AND NASHVILLE
 EE0015'RAILROAD STATION, IN THE NORTH QUARTER OF THE INTERSECTION OF MAIN
 EE0015'AND DEPOT STREETS, SET VERTICALLY IN THE SOUTHWEST FACE AND
 EE0015'3.7 FEET NORTHWEST OF THE SOUTH CORNER OF THE CORNER COMMERCIAL
 EE0015'BUILDING WHICH IS NOW OCCUPIED BY THE FANNIN COUNTY BANK, 37
 EE0015'FEET NORTHWEST OF THE CENTER LINE OF MAIN STREET, 33 FEET
 EE0015'NORTHEAST OF THE CENTER LINE OF DEPOT STREET, AND 1.0 FOOT
 EE0015'ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0007 ***********************************************************************
 CK0007  DESIGNATION -  177 USGS RESET 1962
 CK0007  PID         -  CK0007
 CK0007  STATE/COUNTY-  GA/EVANS
 CK0007  USGS QUAD   -  DAISY (1976)
 CK0007
 CK0007                         *CURRENT SURVEY CONTROL
 CK0007  ___________________________________________________________________
 CK0007* NAD 83(1986)-  32 09 04.     (N)    081 50 11.     (W)     SCALED    
 CK0007* NAVD 88     -        53.61   (meters)     175.9    (feet)  RESET     
 CK0007  ___________________________________________________________________
 CK0007  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CK0007
 CK0007  VERT ORDER  -  THIRD
 CK0007
 CK0007.The horizontal coordinates were scaled from a topographic map and have
 CK0007.an estimated accuracy of +/- 6 seconds.
 CK0007
 CK0007.The orthometric height was computed from unverified reset data.
 CK0007
 CK0007.The geoid height was determined by GEOID03.
 CK0007
 CK0007;                    North         East    Units  Estimated Accuracy
 CK0007;SPC GA E     -   238,520.      231,160.      MT  (+/- 180 meters Scaled)
 CK0007
 CK0007                          SUPERSEDED SURVEY CONTROL
 CK0007
 CK0007.No superseded survey control is available for this station.
 CK0007
 CK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR211574(NAD 83)
 CK0007_MARKER: DD = SURVEY DISK
 CK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0007_STAMPING: RESET 1962
 CK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0007+STABILITY: SURFACE MOTION
 CK0007
 CK0007  HISTORY     - Date     Condition        Report By
 CK0007  HISTORY     - 1962     MONUMENTED       CGS
 CK0007
 CK0007                          STATION DESCRIPTION
 CK0007
 CK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CK0007'4.2 MI E FROM DAISY.
 CK0007'ABOUT 4.2 MILES E ALONG THE RAILROAD OR NO. 280 U.S. HIGHWAY
 CK0007'FROM THE CENTER OF CLAXTON, 0.1 MILE S OF SAID HIGHWAY, AT THE
 CK0007'CENTER OF THE TOWN OF DAISY, ON THE W RIGHT-OF-WAY LINE OF NO.
 CK0007'250 GEORGIA HWY., 61 FEET N OF N RAIL OF SEABOARD AIR LINE
 CK0007'RAILROAD MAIN LINE, ONE FOOT LOWER THAN TOP OF SAME, 15 FEET W
 CK0007'OF CRESOSOTED POWER-TELEPHONE POLE, AND FLUSH WITH THE GROUND
 CK0007'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1120 ***********************************************************************
 CL1120  DESIGNATION -  179 RHP
 CL1120  PID         -  CL1120
 CL1120  STATE/COUNTY-  GA/MONROE
 CL1120  USGS QUAD   -  BOLINGBROKE (1985)
 CL1120
 CL1120                         *CURRENT SURVEY CONTROL
 CL1120  ___________________________________________________________________
 CL1120* NAD 83(1986)-  32 58 25.     (N)    083 52 18.     (W)     SCALED    
 CL1120* NAVD 88     -       180.237  (meters)     591.33   (feet)  ADJUSTED  
 CL1120  ___________________________________________________________________
 CL1120  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CL1120  DYNAMIC HT  -         180.041 (meters)     590.68  (feet)  COMP
 CL1120  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 CL1120
 CL1120  VERT ORDER  -  SECOND    CLASS 0
 CL1120
 CL1120.The horizontal coordinates were scaled from a topographic map and have
 CL1120.an estimated accuracy of +/- 6 seconds.
 CL1120
 CL1120.The orthometric height was determined by differential leveling
 CL1120.and adjusted by the National Geodetic Survey in June 1991..
 CL1120
 CL1120.The geoid height was determined by GEOID03.
 CL1120
 CL1120.The dynamic height is computed by dividing the NAVD 88
 CL1120.geopotential number by the normal gravity value computed on the
 CL1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1120.degrees latitude (g = 980.6199 gals.).
 CL1120
 CL1120.The modeled gravity was interpolated from observed gravity values.
 CL1120
 CL1120;                    North         East    Units  Estimated Accuracy
 CL1120;SPC GA W     -   329,710.      727,570.      MT  (+/- 180 meters Scaled)
 CL1120
 CL1120                          SUPERSEDED SURVEY CONTROL
 CL1120
 CL1120  NGVD 29 (??/??/92)  180.338  (m)          591.66   (f) ADJ UNCH    2 0
 CL1120
 CL1120.Superseded values are not recommended for survey control.
 CL1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1120.See file dsdata.txt to determine how the superseded data were derived.
 CL1120
 CL1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS316520(NAD 83)
 CL1120_MARKER: DD = SURVEY DISK
 CL1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1120_STAMPING: 592 179 RHP 1955
 CL1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1120+STABILITY: SURFACE MOTION
 CL1120
 CL1120  HISTORY     - Date     Condition        Report By
 CL1120  HISTORY     - 1955     MONUMENTED       USGS
 CL1120  HISTORY     - 1958     GOOD             NGS
 CL1120
 CL1120                          STATION DESCRIPTION
 CL1120
 CL1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CL1120'5.6 MI SE FROM FORSYTH.
 CL1120'ABOUT 5.65 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1120'FROM THE STATION AT FORSYTH, 0.3 MILE SOUTHEAST OF MILEPOST S 212,
 CL1120'115 FEET SOUTHWEST OF AND ACROSS U.S. HIGHWAY 41 FROM THE SOUTHWEST
 CL1120'RAIL AND AT OUTSIDE OF A CURVE, 66 FEET SOUTHWEST OF THE CENTER LINE
 CL1120'OF THE HIGHWAY, 152 1/2 FEET SOUTH OF THE CENTER OF THE JUNCTION
 CL1120'OF U.S. HIGHWAY 41 AND A GRAVEL ROAD LEADING SOUTH, 21 1/2 FEET
 CL1120'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 5 FEET SOUTH-SOUTHEAST
 CL1120'OF A FENCE CORNER, 13 1/2 FEET SOUTHEAST OF THE EAST END OF A 15-INCH
 CL1120'PIPE CULVERT UNDER THE GRAVEL ROAD, ABOUT 0.65 MILE SOUTHEAST OF THE
 CL1120'POST OFFICE AND STATION SIGN AT SMARRS, 2 FEET EAST OF A STEEL
 CL1120'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 9 FEET BELOW THE LEVEL
 CL1120'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1845 ***********************************************************************
 CL1845  DESIGNATION -  17C 3B GAGS 1935
 CL1845  PID         -  CL1845
 CL1845  STATE/COUNTY-  GA/EMANUEL
 CL1845  USGS QUAD   -  SWAINSBORO (1971)
 CL1845
 CL1845                         *CURRENT SURVEY CONTROL
 CL1845  ___________________________________________________________________
 CL1845* NAD 83(1994)-  32 32 13.03885(N)    082 18 31.88523(W)     ADJUSTED  
 CL1845* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CL1845  ___________________________________________________________________
 CL1845  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL1845  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CL1845
 CL1845  HORZ ORDER  -  SECOND
 CL1845
 CL1845.The horizontal coordinates were established by classical geodetic methods
 CL1845.and adjusted by the National Geodetic Survey in September 1997..
 CL1845
 CL1845.The orthometric height was scaled from a topographic map.
 CL1845
 CL1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1845
 CL1845.The geoid height was determined by GEOID03.
 CL1845
 CL1845;                    North         East     Units Scale Factor Converg.
 CL1845;SPC GA E     -   281,263.605   186,644.210   MT  0.99990220   -0 04 35.3
 CL1845;SPC GA E     -   922,779.01    612,348.55   sFT  0.99990220   -0 04 35.3
 CL1845;UTM  17      - 3,600,710.784   377,092.825   MT  0.99978628   -0 42 14.6
 CL1845
 CL1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1845!SPC GA E     -   0.99998671  x   0.99990220  =   0.99988891
 CL1845!UTM  17      -   0.99998671  x   0.99978628  =   0.99977299
 CL1845
 CL1845                          SUPERSEDED SURVEY CONTROL
 CL1845
 CL1845  NAD 83(1986)-  32 32 13.04509(N)    082 18 31.88435(W) AD(       ) 2
 CL1845  NAD 27      -  32 32 12.41800(N)    082 18 32.44500(W) AD(       ) 2
 CL1845
 CL1845.Superseded values are not recommended for survey control.
 CL1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1845.See file dsdata.txt to determine how the superseded data were derived.
 CL1845
 CL1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7709300711(NAD 83)
 CL1845_MARKER: B = BOLT
 CL1845_SETTING: 0 = UNSPECIFIED SETTING
 CL1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1845
 CL1845  HISTORY     - Date     Condition        Report By
 CL1845  HISTORY     - 1934     MONUMENTED       GAGS
 CL1845  HISTORY     - 1935     GOOD             CGS
 CL1845  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1845
 CL1845                          STATION DESCRIPTION
 CL1845
 CL1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL1845'ABOUT 5 MILES SOUTH OF SWAINSBORO, 25 FEET EAST OF CENTER OF PAVED
 CL1845'ROAD, 20 FEET SOUTH OF GATE LEADING INTO MRS. CARMICHAELS BARNYARD
 CL1845'AND 3 FEET EAST OF TOP OF DITCH BANK.  TO REACH FROM SWAINSBORO, GO
 CL1845'SOUTH ON U.S. HIGHWAY 1 TO TOP OF HILL WITH MRS. CARMICHAELS HOME ON
 CL1845'LEFT AND TENANT HOUSE ON RIGHT AND STATION.  MARK PROJECTS 2 INCHES,
 CL1845'IS A BOLT IN CENTER OF 6-INCH STOVEPIPE FILLED WITH CONCRETE AND
 CL1845'221.86 FEET EAST NORTHEAST OF CARMICHAEL (SEE DESCRIPTION THEREOF)
 CL1845'N 66 DEG 30 MIN E.
 CL1845
 CL1845                          STATION RECOVERY (1954)
 CL1845
 CL1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL1845'PROBING AT THE GIVEN DISTANCE AND AZIMUTH FROM STATION CARMICHAEL
 CL1845'FAILED TO FIND ANY EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI4427 ***********************************************************************
 AI4427  SACS        -  This is a Secondary Airport Control Station.
 AI4427  DESIGNATION -  17J A
 AI4427  PID         -  AI4427
 AI4427  STATE/COUNTY-  GA/SEMINOLE
 AI4427  USGS QUAD   -  DONALSONVILLE WEST (1974)
 AI4427
 AI4427                         *CURRENT SURVEY CONTROL
 AI4427  ___________________________________________________________________
 AI4427* NAD 83(1994)-  31 00 23.60479(N)    084 52 42.31450(W)     ADJUSTED  
 AI4427* NAVD 88     -        41.39   (meters)     135.8    (feet)  GPS OBS   
 AI4427  ___________________________________________________________________
 AI4427  X           -     488,449.143 (meters)                     COMP
 AI4427  Y           -  -5,449,782.981 (meters)                     COMP
 AI4427  Z           -   3,266,523.631 (meters)                     COMP
 AI4427  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AI4427  ELLIP HEIGHT-          13.61  (meters)          (03/06/00) GPS OBS
 AI4427  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AI4427
 AI4427  HORZ ORDER  -  FIRST
 AI4427  ELLP ORDER  -  FOURTH    CLASS I
 AI4427
 AI4427.This mark is at Donalsonville Airport (17J)
 AI4427
 AI4427.The horizontal coordinates were established by GPS observations
 AI4427.and adjusted by the National Geodetic Survey in March 2000..
 AI4427
 AI4427.The orthometric height was determined by GPS observations and a
 AI4427.high-resolution geoid model.
 AI4427
 AI4427.GPS derived orthometric heights for airport stations designated as
 AI4427.PACS or SACS are published to 2 decimal places.  This maintains
 AI4427.centimeter relative accuracy between the PACS and SACS.  It does
 AI4427.not indicate centimeter accuracy relative to other marks which are
 AI4427.part of the NAVD 88 network.
 AI4427
 AI4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4427
 AI4427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4427
 AI4427.The ellipsoidal height was determined by GPS observations
 AI4427.and is referenced to NAD 83.
 AI4427
 AI4427.The geoid height was determined by GEOID03.
 AI4427
 AI4427;                    North         East     Units Scale Factor Converg.
 AI4427;SPC GA W     -   111,794.195   632,035.079   MT  0.99995696   -0 21 60.0
 AI4427;SPC GA W     -   366,778.12  2,073,601.76   sFT  0.99995696   -0 21 60.0
 AI4427;UTM  16      - 3,432,260.917   702,546.843   MT  1.00010608   +1 05 35.8
 AI4427
 AI4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4427!SPC GA W     -   0.99999786  x   0.99995696  =   0.99995482
 AI4427!UTM  16      -   0.99999786  x   1.00010608  =   1.00010394
 AI4427
 AI4427:                Primary Azimuth Mark                     Grid Az
 AI4427:SPC GA W     -  DONPORT RESET                            357 36 39.5
 AI4427:UTM  16      -  DONPORT RESET                            356 09 03.7
 AI4427
 AI4427|---------------------------------------------------------------------|
 AI4427| PID    Reference Object                     Distance      Geod. Az  |
 AI4427|                                                           dddmmss.s |
 AI4427| AI1574 DONPORT RESET                       440.491 METERS 3571439.5 |
 AI4427|---------------------------------------------------------------------|
 AI4427
 AI4427                          SUPERSEDED SURVEY CONTROL
 AI4427
 AI4427.No superseded survey control is available for this station.
 AI4427
 AI4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0254732261(NAD 83)
 AI4427_MARKER: DD = SURVEY DISK
 AI4427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI4427_STAMPING: 17J A 1998
 AI4427_MARK LOGO: NGS   
 AI4427_PROJECTION: FLUSH
 AI4427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4427+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 AI4427_ROD/PIPE-DEPTH: 1.0  meters
 AI4427
 AI4427  HISTORY     - Date     Condition        Report By
 AI4427  HISTORY     - 1998     MONUMENTED       NGS
 AI4427  HISTORY     - 20040604 GOOD             RICHM
 AI4427
 AI4427                          STATION DESCRIPTION
 AI4427
 AI4427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI4427'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF DONALSONVILLE, AT
 AI4427'THE DONALSONVILLE MUNICIPAL AIRPORT, BETWEEN THE RUNWAY AND THE
 AI4427'PARALLEL TAXI, ALONG THE SOUTH SIDE OF THE 2ND CONNECTOR TAXI NORTH OF
 AI4427'RUNWAY END 36, AND ON THE EXTENDED CENTER OF THE STOP LINE.
 AI4427'OWNERSHIP--CITY OF DONALSONVILLE AND SEMINOLE COUNTY.  P.O.  BOX 311,
 AI4427'DONALSONVILLE, GA 31745.  AIRPORT COMMISSIONER IS BILL SHINGLER. PHONE
 AI4427'912-524-8500 OR 524-5216.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 AI4427'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND STATE
 AI4427'HIGHWAYS 38, 39, AND 91 IN DONALSONVILLE, GO SOUTH ON HIGHWAYS 39 AND
 AI4427'91 FOR 0.8 KM (0.50 MI) TO A Y-JUNCTION TO THE RIGHT.  BEAR LEFT,
 AI4427'SOUTH, ON HIGHWAY 39 FOR 2.6 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD
 AI4427'ON THE LEFT.  TURN LEFT, EAST, PASSING THROUGH THE GATE, ACROSS THE
 AI4427'APRON AND ALONG A TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE
 AI4427'PARALLEL TAXI.  TURN RIGHT, SOUTH, ALONG THE TAXI FOR 0.35 KM (0.20
 AI4427'MI) TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1
 AI4427'M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AI4427'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 60.0 M (196.8
 AI4427'FT) WEST OF THE WEST EDGE OF THE RUNWAY, 52.4 M (171.9 FT) WEST OF THE
 AI4427'WEST EDGE OF THE RUNWAY SHOULDER, 54.8 M (179.8 FT) EAST OF THE
 AI4427'PARALLEL TAXI CENTER, 14.2 M (46.6 FT) SOUTH OF THE CONNECTOR TAXI
 AI4427'CENTER, AND 0.95 M (3.12 FT) NORTH OF A FIBERGLASS WITNESS POST.
 AI4427'NOTE--THIS STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI4427'STATION (SACS) .
 AI4427
 AI4427                          STATION RECOVERY (2004)
 AI4427
 AI4427'RECOVERY NOTE BY RICHARD MATTHEWS AND ASSOCIATES 2004 (TMC)
 AI4427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI4428 ***********************************************************************
 AI4428  DESIGNATION -  17J B
 AI4428  PID         -  AI4428
 AI4428  STATE/COUNTY-  GA/SEMINOLE
 AI4428  USGS QUAD   -  DONALSONVILLE WEST (1974)
 AI4428
 AI4428                         *CURRENT SURVEY CONTROL
 AI4428  ___________________________________________________________________
 AI4428* NAD 83(1994)-  31 00 48.11985(N)    084 52 41.38088(W)     ADJUSTED  
 AI4428* NAVD 88     -        42.9    (meters)     141.     (feet)  GPS OBS   
 AI4428  ___________________________________________________________________
 AI4428  X           -     488,439.207 (meters)                     COMP
 AI4428  Y           -  -5,449,394.699 (meters)                     COMP
 AI4428  Z           -   3,267,171.530 (meters)                     COMP
 AI4428  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AI4428  ELLIP HEIGHT-          15.18  (meters)          (03/06/00) GPS OBS
 AI4428  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AI4428
 AI4428  HORZ ORDER  -  FIRST
 AI4428  ELLP ORDER  -  FOURTH    CLASS I
 AI4428
 AI4428.The horizontal coordinates were established by GPS observations
 AI4428.and adjusted by the National Geodetic Survey in March 2000..
 AI4428
 AI4428.The orthometric height was determined by GPS observations and a
 AI4428.high-resolution geoid model.
 AI4428
 AI4428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4428
 AI4428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4428
 AI4428.The ellipsoidal height was determined by GPS observations
 AI4428.and is referenced to NAD 83.
 AI4428
 AI4428.The geoid height was determined by GEOID03.
 AI4428
 AI4428;                    North         East     Units Scale Factor Converg.
 AI4428;SPC GA W     -   112,548.982   632,064.673   MT  0.99995691   -0 21 59.8
 AI4428;SPC GA W     -   369,254.45  2,073,698.85   sFT  0.99995691   -0 21 59.8
 AI4428;UTM  16      - 3,433,016.326   702,557.197   MT  1.00010613   +1 05 37.0
 AI4428
 AI4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4428!SPC GA W     -   0.99999762  x   0.99995691  =   0.99995453
 AI4428!UTM  16      -   0.99999762  x   1.00010613  =   1.00010375
 AI4428
 AI4428|---------------------------------------------------------------------|
 AI4428| PID    Reference Object                     Distance      Geod. Az  |
 AI4428|                                                           dddmmss.s |
 AI4428| AI1574 DONPORT RESET                       318.344 METERS 18818     |
 AI4428|---------------------------------------------------------------------|
 AI4428
 AI4428                          SUPERSEDED SURVEY CONTROL
 AI4428
 AI4428.No superseded survey control is available for this station.
 AI4428
 AI4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0255733016(NAD 83)
 AI4428_MARKER: DD = SURVEY DISK
 AI4428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI4428_MARK LOGO: NGS   
 AI4428_PROJECTION: FLUSH
 AI4428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4428+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 AI4428_ROD/PIPE-DEPTH: 1.0  meters
 AI4428
 AI4428  HISTORY     - Date     Condition        Report By
 AI4428  HISTORY     - 1998     MONUMENTED       NGS
 AI4428  HISTORY     - 20040604 GOOD             RICHM
 AI4428
 AI4428                          STATION DESCRIPTION
 AI4428
 AI4428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI4428'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF DONALSONVILLE, AT
 AI4428'THE DONALSONVILLE MUNICIPAL AIRPORT, BETWEEN THE RUNWAY AND THE
 AI4428'PARALLEL TAXI, ALONG THE SOUTHEAST SIDE OF THE TAXI LEADING TO RUNWAY
 AI4428'END 18, AND ON THE EXTENDED CENTER OF THE STOP LINE.  OWNERSHIP--CITY
 AI4428'OF DONALSONVILLE AND SEMINOLE COUNTY.  P.O.  BOX 311, DONALSONVILLE,
 AI4428'GA 31745.  AIRPORT COMMISSIONER IS BILL SHINGLER.  PHONE 912-524-8500
 AI4428'OR 524-5216.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AI4428'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND STATE HIGHWAYS 38, 39,
 AI4428'AND 91 IN DONALSONVILLE, GO SOUTH ON HIGHWAYS 39 AND 91 FOR 0.8 KM
 AI4428'(0.50 MI) TO A Y-JUNCTION TO THE RIGHT.  BEAR LEFT, SOUTH, ON HIGHWAY
 AI4428'39 FOR 2.6 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 AI4428'TURN LEFT, EAST, PASSING THROUGH THE GATE, ACROSS THE APRON AND ALONG
 AI4428'A TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE PARALLEL TAXI.
 AI4428'TURN LEFT, NORTH, ALONG THE TAXI FOR 0.35 KM (0.20 MI) TO THE STATION
 AI4428'ON THE RIGHT JUST AFTER A CURVE IN THE TAXI.  THE STATION IS A SURVEY
 AI4428'DISK ATOP A 1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE
 AI4428'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AI4428'IS 67.8 M (222.4 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 60.1 M
 AI4428'(197.2 FT) WEST OF THE WEST EDGE OF THE RUNWAY SHOULDER, 16.3 M (53.5
 AI4428'FT) SOUTHEAST OF THE TAXI CENTER, AND 0.95 M (3.12 FT) NORTHWEST OF A
 AI4428'FIBERGLASS WITNESS POST.  NOTE--THIS STATION HAS BEEN DESIGNATED AS A
 AI4428'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI4428
 AI4428                          STATION RECOVERY (2004)
 AI4428
 AI4428'RECOVERY NOTE BY RICHARD MATTHEWS AND ASSOCIATES 2004 (TMC)
 AI4428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0799 ***********************************************************************
 DG0799  DESIGNATION -  18
 DG0799  PID         -  DG0799
 DG0799  STATE/COUNTY-  GA/LAMAR
 DG0799  USGS QUAD   -  BARNESVILLE (1973)
 DG0799
 DG0799                         *CURRENT SURVEY CONTROL
 DG0799  ___________________________________________________________________
 DG0799* NAD 83(1986)-  33 03 27.     (N)    084 11 14.     (W)     SCALED    
 DG0799* NAVD 88     -       248.687  (meters)     815.90   (feet)  ADJUSTED  
 DG0799  ___________________________________________________________________
 DG0799  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DG0799  DYNAMIC HT  -         248.406 (meters)     814.98  (feet)  COMP
 DG0799  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 DG0799
 DG0799  VERT ORDER  -  SECOND    CLASS 0
 DG0799
 DG0799.The horizontal coordinates were scaled from a topographic map and have
 DG0799.an estimated accuracy of +/- 6 seconds.
 DG0799
 DG0799.The orthometric height was determined by differential leveling
 DG0799.and adjusted by the National Geodetic Survey in June 1991..
 DG0799
 DG0799.The geoid height was determined by GEOID03.
 DG0799
 DG0799.The dynamic height is computed by dividing the NAVD 88
 DG0799.geopotential number by the normal gravity value computed on the
 DG0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0799.degrees latitude (g = 980.6199 gals.).
 DG0799
 DG0799.The modeled gravity was interpolated from observed gravity values.
 DG0799
 DG0799;                    North         East    Units  Estimated Accuracy
 DG0799;SPC GA W     -   338,980.      698,080.      MT  (+/- 180 meters Scaled)
 DG0799
 DG0799                          SUPERSEDED SURVEY CONTROL
 DG0799
 DG0799  NGVD 29 (??/??/92)  248.718  (m)          816.00   (f) ADJ UNCH    2 0
 DG0799
 DG0799.Superseded values are not recommended for survey control.
 DG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0799.See file dsdata.txt to determine how the superseded data were derived.
 DG0799
 DG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB626611(NAD 83)
 DG0799_MARKER: Q = CHISELED SQUARE
 DG0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0799_SP_SET: PLATFORM
 DG0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0799
 DG0799  HISTORY     - Date     Condition        Report By
 DG0799  HISTORY     - UNK      MONUMENTED       CGS
 DG0799  HISTORY     - 1958     GOOD             NGS
 DG0799
 DG0799                          STATION DESCRIPTION
 DG0799
 DG0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0799'1.8 MI W FROM BARNESVILLE.
 DG0799'ABOUT 1.85 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DG0799'THE STATION AT BARNESVILLE, 0.4 MILE WEST OF MILEPOST S 235, 0.15
 DG0799'MILE EAST OF A PRIVATE ROAD CROSSING, 7 FEET NORTH OF THE NORTH
 DG0799'RAIL, AT THE OUTSIDE OF A CURVE AND ABOUT 25 YARDS WEST OF THE
 DG0799'EAST END OF THE CURVE A CHISELED SQUARE ON TOP OF THE SOUTHEAST
 DG0799'CORNER OF THE CONCRETE BASE FOR SIGNAL 2355, 0.5 FOOT NORTHWEST OF
 DG0799'THE SOUTHEAST CORNER OF BASE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 DG0799'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0264 ***********************************************************************
 BS0264  DESIGNATION -  18 C 46
 BS0264  PID         -  BS0264
 BS0264  STATE/COUNTY-  GA/BACON
 BS0264  USGS QUAD   -  ALMA (1985)
 BS0264
 BS0264                         *CURRENT SURVEY CONTROL
 BS0264  ___________________________________________________________________
 BS0264* NAD 83(1986)-  31 32 34.     (N)    082 28 06.     (W)     SCALED    
 BS0264* NAVD 88     -        60.055  (meters)     197.03   (feet)  ADJUSTED  
 BS0264  ___________________________________________________________________
 BS0264  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BS0264  DYNAMIC HT  -          59.983 (meters)     196.79  (feet)  COMP
 BS0264  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 BS0264
 BS0264  VERT ORDER  -  SECOND    CLASS 0
 BS0264
 BS0264.The horizontal coordinates were scaled from a topographic map and have
 BS0264.an estimated accuracy of +/- 6 seconds.
 BS0264
 BS0264.The orthometric height was determined by differential leveling
 BS0264.and adjusted by the National Geodetic Survey in June 1991..
 BS0264
 BS0264.The geoid height was determined by GEOID03.
 BS0264
 BS0264.The dynamic height is computed by dividing the NAVD 88
 BS0264.geopotential number by the normal gravity value computed on the
 BS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0264.degrees latitude (g = 980.6199 gals.).
 BS0264
 BS0264.The modeled gravity was interpolated from observed gravity values.
 BS0264
 BS0264;                    North         East    Units  Estimated Accuracy
 BS0264;SPC GA E     -   171,060.      171,360.      MT  (+/- 180 meters Scaled)
 BS0264
 BS0264                          SUPERSEDED SURVEY CONTROL
 BS0264
 BS0264  NGVD 29 (??/??/92)   60.325  (m)          197.92   (f) ADJ UNCH    2 0
 BS0264
 BS0264.Superseded values are not recommended for survey control.
 BS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0264.See file dsdata.txt to determine how the superseded data were derived.
 BS0264
 BS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ606906(NAD 83)
 BS0264_MARKER: DD = SURVEY DISK
 BS0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0264_STAMPING: 18 C 46
 BS0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0264+STABILITY: SURFACE MOTION
 BS0264
 BS0264  HISTORY     - Date     Condition        Report By
 BS0264  HISTORY     - UNK      MONUMENTED       GAGS
 BS0264  HISTORY     - 1962     GOOD             NGS
 BS0264
 BS0264                          STATION DESCRIPTION
 BS0264
 BS0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0264'AT ALMA.
 BS0264'AT ALMA, ALONG THE ATLANTIC COAST LINE RAILROAD, ALSO ABOUT 0.2
 BS0264'MILE EAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE, NEAR
 BS0264'THE CROSSING OF 12TH STREET, BETWEEN THE SOUTH TWO OF THREE
 BS0264'TRACKS, 27 1/2 FEET EAST OF THE CENTER LINE OF 12TH STREET, 5 FEET
 BS0264'NORTH OF THE NORTH RAIL OF THE SOUTH TRACK, 4 1/2 FEET SOUTH OF
 BS0264'THE SOUTH RAIL OF THE CENTER TRACK, ABOUT LEVEL WITH THE STREET
 BS0264'AND SET IN THE TOP OF A CONCRETE POST 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2253 ***********************************************************************
 BT2253  DESIGNATION -  18 DRM
 BT2253  PID         -  BT2253
 BT2253  STATE/COUNTY-  GA/DOUGHERTY
 BT2253  USGS QUAD   -  PRETORIA (1988)
 BT2253
 BT2253                         *CURRENT SURVEY CONTROL
 BT2253  ___________________________________________________________________
 BT2253* NAD 83(1994)-  31 30 14.38454(N)    084 16 53.50486(W)     ADJUSTED  
 BT2253* NAVD 88     -        54.253  (meters)     178.00   (feet)  ADJUSTED  
 BT2253  ___________________________________________________________________
 BT2253  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BT2253  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2253  DYNAMIC HT  -          54.187 (meters)     177.78  (feet)  COMP
 BT2253  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 BT2253
 BT2253  HORZ ORDER  -  THIRD
 BT2253  VERT ORDER  -  SECOND    CLASS II
 BT2253
 BT2253.The horizontal coordinates were established by classical geodetic methods
 BT2253.and adjusted by the National Geodetic Survey in September 1997..
 BT2253.No horizontal observational check was made to the station.
 BT2253
 BT2253.The orthometric height was determined by differential leveling
 BT2253.and adjusted by the National Geodetic Survey in November 1996..
 BT2253
 BT2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2253
 BT2253.The geoid height was determined by GEOID03.
 BT2253
 BT2253.The dynamic height is computed by dividing the NAVD 88
 BT2253.geopotential number by the normal gravity value computed on the
 BT2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2253.degrees latitude (g = 980.6199 gals.).
 BT2253
 BT2253.The modeled gravity was interpolated from observed gravity values.
 BT2253
 BT2253;                    North         East     Units Scale Factor Converg.
 BT2253;SPC GA W     -   166,729.890   689,089.351   MT  0.99990147   -0 03 36.1
 BT2253;SPC GA W     -   547,012.98  2,260,787.31   sFT  0.99990147   -0 03 36.1
 BT2253;UTM  16      - 3,488,661.715   758,191.055   MT  1.00042229   +1 25 16.8
 BT2253
 BT2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2253!SPC GA W     -   0.99999573  x   0.99990147  =   0.99989720
 BT2253!UTM  16      -   0.99999573  x   1.00042229  =   1.00041802
 BT2253
 BT2253                          SUPERSEDED SURVEY CONTROL
 BT2253
 BT2253  NAD 83(1986)-  31 30 14.39115(N)    084 16 53.51177(W) AD(       ) 3
 BT2253
 BT2253.Superseded values are not recommended for survey control.
 BT2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2253.See file dsdata.txt to determine how the superseded data were derived.
 BT2253
 BT2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5819188662(NAD 83)
 BT2253_MARKER: A = ALUMINUM MARKER
 BT2253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BT2253_SP_SET: HEADWALL
 BT2253_STAMPING: 18 DRM 1988
 BT2253_MARK LOGO: ALBDOU
 BT2253_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2253+STABILITY: SURFACE MOTION
 BT2253
 BT2253  HISTORY     - Date     Condition        Report By
 BT2253  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2253  HISTORY     - 19900301 GOOD             HOBBS
 BT2253
 BT2253                          STATION DESCRIPTION
 BT2253
 BT2253'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 BT2253'MARK IS ABOUT 9 MILES (14.5 KM) SW OF ALBANY, 2.1 MILES (3.4 KM) EAST
 BT2253'ALONG SR 62 (LEARY RD) FROM PRETORIA AND THE JUNCTION OF EIGHT MILE
 BT2253'RD, 0.7 MILE (1.1 KM) EAST OF MILEPOST 8 AND 0.3 MILE (0.5 KM) WEST OF
 BT2253'MP 9, 0.6 MILE (1.0 KM) EAST OF COOLEEWAHEE CREEK BRIDGE, 2.4 MI (3.9
 BT2253'KM) WEST OF JUNCTION OF OLD PRETORIA ROAD AND LEARY ROADS, 0.1 MILE
 BT2253'(0.2 KM) EAST OF ARISTEDES RD, IN DRILL HOLE IN TOP HEADWALL, 11.2 FT
 BT2253'(3.4 M) NORTH OF EDGE PAVEMENT, 6.5 FT (2.0 M) WEST SMALL POST WITH
 BT2253'REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2254 ***********************************************************************
 BT2254  DESIGNATION -  18 NDS
 BT2254  PID         -  BT2254
 BT2254  STATE/COUNTY-  GA/DOUGHERTY
 BT2254  USGS QUAD   -  ALBANY WEST (1988)
 BT2254
 BT2254                         *CURRENT SURVEY CONTROL
 BT2254  ___________________________________________________________________
 BT2254* NAD 83(1994)-  31 36 15.49844(N)    084 09 09.33329(W)     ADJUSTED  
 BT2254* NAVD 88     -        60.536  (meters)     198.61   (feet)  ADJUSTED  
 BT2254  ___________________________________________________________________
 BT2254  X           -     553,939.807 (meters)                     COMP
 BT2254  Y           -  -5,408,917.724 (meters)                     COMP
 BT2254  Z           -   3,323,160.099 (meters)                     COMP
 BT2254  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BT2254  ELLIP HEIGHT-          33.57  (meters)          (09/03/97) GPS OBS
 BT2254  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT2254  DYNAMIC HT  -          60.464 (meters)     198.37  (feet)  COMP
 BT2254  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 BT2254
 BT2254  HORZ ORDER  -  FIRST
 BT2254  VERT ORDER  -  SECOND    CLASS II
 BT2254  ELLP ORDER  -  FOURTH    CLASS II
 BT2254
 BT2254.The horizontal coordinates were established by GPS observations
 BT2254.and adjusted by the National Geodetic Survey in September 1997..
 BT2254
 BT2254.The orthometric height was determined by differential leveling
 BT2254.and adjusted by the National Geodetic Survey in November 1996..
 BT2254
 BT2254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2254
 BT2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2254
 BT2254.The ellipsoidal height was determined by GPS observations
 BT2254.and is referenced to NAD 83.
 BT2254
 BT2254.The geoid height was determined by GEOID03.
 BT2254
 BT2254.The dynamic height is computed by dividing the NAVD 88
 BT2254.geopotential number by the normal gravity value computed on the
 BT2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2254.degrees latitude (g = 980.6199 gals.).
 BT2254
 BT2254.The modeled gravity was interpolated from observed gravity values.
 BT2254
 BT2254;                    North         East     Units Scale Factor Converg.
 BT2254;SPC GA W     -   177,845.360   701,335.451   MT  0.99990002   +0 00 26.6
 BT2254;SPC GA W     -   583,480.99  2,300,964.73   sFT  0.99990002   +0 00 26.6
 BT2254;UTM  16      - 3,500,096.915   770,151.974   MT  1.00050023   +1 29 35.1
 BT2254
 BT2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2254!SPC GA W     -   0.99999473  x   0.99990002  =   0.99989475
 BT2254!UTM  16      -   0.99999473  x   1.00050023  =   1.00049496
 BT2254
 BT2254                          SUPERSEDED SURVEY CONTROL
 BT2254
 BT2254  NAD 83(1986)-  31 36 15.50438(N)    084 09 09.33945(W) AD(       ) 1
 BT2254  NGVD 29 (03/24/92)   60.7    (m)          199.     (f) GPS OBS        
 BT2254
 BT2254.Superseded values are not recommended for survey control.
 BT2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2254.See file dsdata.txt to determine how the superseded data were derived.
 BT2254
 BT2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7015200097(NAD 83)
 BT2254_MARKER: A = ALUMINUM MARKER
 BT2254_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2254_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2254_STAMPING: 18 NDS 1987
 BT2254_MARK LOGO: ALBDOU
 BT2254_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2254+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1991
 BT2254
 BT2254  HISTORY     - Date     Condition        Report By
 BT2254  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2254  HISTORY     - 19880918 GOOD
 BT2254  HISTORY     - 19910420 GOOD             HOBBS
 BT2254
 BT2254                          STATION DESCRIPTION
 BT2254
 BT2254'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2254'STATION LOCATED IN ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2254'TO REACH STATION FROM INTERSECTION NORTH JEFFERSON STREET (GA HIGHWAY
 BT2254'133) AND PHILEMA ROAD (GA HIGHWAY 91) GO SOUTH ON JEFFERSON 0.25 MI
 BT2254'(0.40 KM) TO EASTBOUND ACCESS RAMP OF LIBERTY EXPRESSWAY (HIGHWAYS
 BT2254'19/82/50/3), TURN RIGHT AND GO EAST 0.20 MI (0.32 KM) TO OLD LEESBURG
 BT2254'ROAD, STATION ON RIGHT TURN TRAFFIC ISLAND IN SOUTHWEST QUADRANT OF
 BT2254'INTERSECTION.
 BT2254'STATION IS 23.0 FT (7.01 M) EAST OF CENTERLINE OLD LEESBURG ROAD, 61.7
 BT2254'FT (18.81 M) SOUTHEAST OF CENTER OF MANHOLE LID ON STANDARD CATCH
 BT2254'BASIN. STATION DISK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL
 BT2254'AND ENCASED IN A CAST IRON WATER VALVE BOX, ACTUAL STATION DISK ABOUT
 BT2254'1.4 FT (0.43 M) BELOW GROUND SURFACE.
 BT2254
 BT2254                          STATION RECOVERY (1988)
 BT2254
 BT2254'RECOVERED 1988
 BT2254'RECOVERED IN GOOD CONDITION.
 BT2254
 BT2254                          STATION RECOVERY (1991)
 BT2254
 BT2254'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1991
 BT2254'STATION LOCATED IN ALBANY, DOUGHERTY COUNTY, GEORGIA.  TO REACH
 BT2254'STATION FROM INTERSECTION NORTH JEFFERSON STREET (GA HIGHWAY 133) AND
 BT2254'PHILEMA ROAD (GA HIGHWAY 91) GO SOUTH ON JEFFERSON 0.25 MI (0.40 KM)
 BT2254'TO EASTBOUND ACCESS RAMP OF LIBERTY EXPRESSWAY (US 82), TURN RIGHT AND
 BT2254'GO EAST 0.20 MI (0.32 KM) TO OLD LEESBURG ROAD AND STATION ON RIGHT
 BT2254'TURN TRAFFIC ISLAND IN SOUTHWEST QUADRANT OF INTERSECTION. STATION IS
 BT2254'23.0 FT (7.0 M) EAST OF CENTERLINE OLD LEESBURG ROAD, 61.7 FT (18.8 M)
 BT2254'SOUTHEAST OF CENTER OF MANHOLE LID ON STANDARD CATCH BASIN.  DISK SET
 BT2254'ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A CAST
 BT2254'IRON WATER VALVE BOX, ACTUAL STATION DISK ABOUT 1.4 FT (0.4 M) BELOW
 BT2254'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0978 ***********************************************************************
 DE0978  DESIGNATION -  180
 DE0978  PID         -  DE0978
 DE0978  STATE/COUNTY-  GA/BURKE
 DE0978  USGS QUAD   -  MC BEAN (1980)
 DE0978
 DE0978                         *CURRENT SURVEY CONTROL
 DE0978  ___________________________________________________________________
 DE0978* NAD 83(1986)-  33 12 48.     (N)    081 58 31.     (W)     SCALED    
 DE0978* NAVD 88     -        54.686  (meters)     179.42   (feet)  ADJUSTED  
 DE0978  ___________________________________________________________________
 DE0978  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DE0978  DYNAMIC HT  -          54.626 (meters)     179.22  (feet)  COMP
 DE0978  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 DE0978
 DE0978  VERT ORDER  -  FIRST     CLASS II
 DE0978
 DE0978.The horizontal coordinates were scaled from a topographic map and have
 DE0978.an estimated accuracy of +/- 6 seconds.
 DE0978
 DE0978.The orthometric height was determined by differential leveling
 DE0978.and adjusted by the National Geodetic Survey in June 1991..
 DE0978
 DE0978.The geoid height was determined by GEOID03.
 DE0978
 DE0978.The dynamic height is computed by dividing the NAVD 88
 DE0978.geopotential number by the normal gravity value computed on the
 DE0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0978.degrees latitude (g = 980.6199 gals.).
 DE0978
 DE0978.The modeled gravity was interpolated from observed gravity values.
 DE0978
 DE0978;                    North         East    Units  Estimated Accuracy
 DE0978;SPC GA E     -   356,280.      217,840.      MT  (+/- 180 meters Scaled)
 DE0978
 DE0978                          SUPERSEDED SURVEY CONTROL
 DE0978
 DE0978  NGVD 29 (??/??/92)   54.918  (m)          180.18   (f) ADJ UNCH    1 2
 DE0978
 DE0978.Superseded values are not recommended for survey control.
 DE0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0978.See file dsdata.txt to determine how the superseded data were derived.
 DE0978
 DE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS091753(NAD 83)
 DE0978_MARKER: P = PIPE CAP
 DE0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DE0978_STAMPING: 180.121 180 1918
 DE0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0978
 DE0978  HISTORY     - Date     Condition        Report By
 DE0978  HISTORY     - 1918     MONUMENTED       USGS
 DE0978  HISTORY     - 1960     GOOD             NGS
 DE0978
 DE0978                          STATION DESCRIPTION
 DE0978
 DE0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DE0978'3 MI SW FROM MC BEAN.
 DE0978'ABOUT 3.0 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DE0978'FROM THE CROSSING OF STATE HIGHWAY 56 AT MC BEAN, 191 YARDS
 DE0978'SOUTHEAST OF MILEPOST S 109, 30 FEET WEST-SOUTHWEST OF THE
 DE0978'WEST-SOUTHWEST RAIL AND ON THE INSIDE OF A CURVE, 20 FEET
 DE0978'NORTHWEST OF MILEAGE POLE 108+26 (FOURTH POLE SOUTHEAST OF THE
 DE0978'MILEPOST), 212 YARDS NORTHWEST OF A DOUBLE 48-INCH PIPE CULVERT
 DE0978'UNDER A HEAVY RAILROAD FILL, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DE0978'TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 DE0978'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0017 ***********************************************************************
 CK0017  DESIGNATION -  185 USGS
 CK0017  PID         -  CK0017
 CK0017  STATE/COUNTY-  GA/EVANS
 CK0017  USGS QUAD   -  CLAXTON (1976)
 CK0017
 CK0017                         *CURRENT SURVEY CONTROL
 CK0017  ___________________________________________________________________
 CK0017* NAD 83(1986)-  32 09 09.     (N)    081 58 27.     (W)     SCALED    
 CK0017* NAVD 88     -        56.000  (meters)     183.73   (feet)  ADJUSTED  
 CK0017  ___________________________________________________________________
 CK0017  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CK0017  DYNAMIC HT  -          55.934 (meters)     183.51  (feet)  COMP
 CK0017  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CK0017
 CK0017  VERT ORDER  -  SECOND    CLASS 0
 CK0017
 CK0017.The horizontal coordinates were scaled from a topographic map and have
 CK0017.an estimated accuracy of +/- 6 seconds.
 CK0017
 CK0017.The orthometric height was determined by differential leveling
 CK0017.and adjusted by the National Geodetic Survey in June 1991..
 CK0017
 CK0017.The geoid height was determined by GEOID03.
 CK0017
 CK0017.The dynamic height is computed by dividing the NAVD 88
 CK0017.geopotential number by the normal gravity value computed on the
 CK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0017.degrees latitude (g = 980.6199 gals.).
 CK0017
 CK0017.The modeled gravity was interpolated from observed gravity values.
 CK0017
 CK0017;                    North         East    Units  Estimated Accuracy
 CK0017;SPC GA E     -   238,640.      218,160.      MT  (+/- 180 meters Scaled)
 CK0017
 CK0017                          SUPERSEDED SURVEY CONTROL
 CK0017
 CK0017  NGVD 29 (??/??/92)   56.221  (m)          184.45   (f) ADJ UNCH    2 0
 CK0017
 CK0017.Superseded values are not recommended for survey control.
 CK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0017.See file dsdata.txt to determine how the superseded data were derived.
 CK0017
 CK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR081577(NAD 83)
 CK0017_MARKER: P = PIPE CAP
 CK0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0017_STAMPING: 185 184.452 1918
 CK0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0017
 CK0017  HISTORY     - Date     Condition        Report By
 CK0017  HISTORY     - 1918     MONUMENTED       USGS
 CK0017  HISTORY     - 1958     GOOD             DOD
 CK0017
 CK0017                          STATION DESCRIPTION
 CK0017
 CK0017'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 CK0017'AT BELLVILLE.
 CK0017'AT BELLVILLE, EVANS COUNTY, 25.0 FEET EAST OF EAST WALL OF THE
 CK0017'SEABOARD AIR LINE RAILROAD STATION, 73 FEET SOUTH OF THE CENTER
 CK0017'OF NO. 292 GEORGIA HIGHWAY, 32 FEET WEST OF THE CENTERLINE OF THE
 CK0017'PAVED ROAD FROM THE SOUTH, 25.8 FEET NORTH OF NORTH RAIL OF THE
 CK0017'MAIN LINE, 0.4 FOOT LOWER THAN THE TOP OF SAME, 2 FEET WEST OF
 CK0017'THE SOUTHWEST CORNER OF BRICK WATER BASINE, FLUSH WITH THE
 CK0017'GROUND, 2.0 FEET LOWER THAN THE HIGHWAY SURFACE.  A STANDARD
 CK0017'U.S. GEOLOGICAL SURVEY CAPPED-PIPE MONUMENT IS STAMPED 185
 CK0017'184.452 1918 AND IS 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0700 ***********************************************************************
 ED0700  DESIGNATION -  1892
 ED0700  PID         -  ED0700
 ED0700  STATE/COUNTY-  GA/UNION
 ED0700  USGS QUAD   -  BLAIRSVILLE (1988)
 ED0700
 ED0700                         *CURRENT SURVEY CONTROL
 ED0700  ___________________________________________________________________
 ED0700* NAD 83(1986)-  34 52 34.     (N)    083 57 31.     (W)     SCALED    
 ED0700* NAVD 88     -       576.857  (meters)    1892.57   (feet)  ADJUSTED  
 ED0700  ___________________________________________________________________
 ED0700  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 ED0700  DYNAMIC HT  -         576.240 (meters)    1890.55  (feet)  COMP
 ED0700  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 ED0700
 ED0700  VERT ORDER  -  SECOND    CLASS 0
 ED0700
 ED0700.The horizontal coordinates were scaled from a topographic map and have
 ED0700.an estimated accuracy of +/- 6 seconds.
 ED0700
 ED0700.The orthometric height was determined by differential leveling
 ED0700.and adjusted by the National Geodetic Survey in June 1991..
 ED0700.WARNING-Repeat measurements at this control monument indicate possible
 ED0700.vertical movement.
 ED0700
 ED0700.The geoid height was determined by GEOID03.
 ED0700
 ED0700.The dynamic height is computed by dividing the NAVD 88
 ED0700.geopotential number by the normal gravity value computed on the
 ED0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0700.degrees latitude (g = 980.6199 gals.).
 ED0700
 ED0700.The modeled gravity was interpolated from observed gravity values.
 ED0700
 ED0700;                    North         East    Units  Estimated Accuracy
 ED0700;SPC GA W     -   540,700.      719,020.      MT  (+/- 180 meters Scaled)
 ED0700
 ED0700                          SUPERSEDED SURVEY CONTROL
 ED0700
 ED0700  NGVD 29 (??/??/92)  576.840  (m)         1892.52   (f) ADJ UNCH    2 0
 ED0700
 ED0700.Superseded values are not recommended for survey control.
 ED0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0700.See file dsdata.txt to determine how the superseded data were derived.
 ED0700
 ED0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU295632(NAD 83)
 ED0700_MARKER: DD = SURVEY DISK
 ED0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0700_SP_SET: BUILDING
 ED0700_STAMPING: 1892.516 1892 ATLANTA
 ED0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0700+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 ED0700
 ED0700  HISTORY     - Date     Condition        Report By
 ED0700  HISTORY     - UNK      MONUMENTED       USGS
 ED0700  HISTORY     - 1956     GOOD             NGS
 ED0700  HISTORY     - 20050614 GOOD             USPSQD
 ED0700
 ED0700                          STATION DESCRIPTION
 ED0700
 ED0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0700'AT BLAIRSVILLE.
 ED0700'AT BLAIRSVILLE, UNION COUNTY, 1.0 FEET S OF THE NW CORNER OF
 ED0700'THE MAIN BODY OF THE COURTHOUSE BUILDING, 1.7 FEET ABOVE GROUND,
 ED0700'AND IN THE SECOND COURSE OF FOUNDATION GRANITE BLOCKS THAT
 ED0700'SHOW ABOVE THE GROUND.  A STANDARD U.S. GEOLOGICAL SURVEY
 ED0700'DISK IS SET FACE-VERTICAL IN A DRILL HOLE IN THE GRANITE.
 ED0700
 ED0700                          STATION RECOVERY (2005)
 ED0700
 ED0700'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMS)
 ED0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3318 ***********************************************************************
 DG3318  DESIGNATION -  18A 11F RESET
 DG3318  PID         -  DG3318
 DG3318  STATE/COUNTY-  GA/DOUGLAS
 DG3318  USGS QUAD   -  NEBO (1982)
 DG3318
 DG3318                         *CURRENT SURVEY CONTROL
 DG3318  ___________________________________________________________________
 DG3318* NAD 83(1994)-  33 45 00.56611(N)    084 45 02.89193(W)     ADJUSTED  
 DG3318* NAVD 88     -       376.14   (+/-2cm)    1234.1    (feet)  VERTCON   
 DG3318  ___________________________________________________________________
 DG3318  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DG3318  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DG3318
 DG3318  HORZ ORDER  -  FIRST
 DG3318  VERT ORDER  -  THIRD ? (See Below)
 DG3318
 DG3318.The horizontal coordinates were established by classical geodetic methods
 DG3318.and adjusted by the National Geodetic Survey in September 1997..
 DG3318
 DG3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3318.The vertical order pertains to the NGVD 29 superseded value.
 DG3318
 DG3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3318
 DG3318.The geoid height was determined by GEOID03.
 DG3318
 DG3318;                    North         East     Units Scale Factor Converg.
 DG3318;SPC GA W     -   415,947.138   645,882.232   MT  0.99993609   -0 19 28.3
 DG3318;SPC GA W     - 1,364,653.24  2,119,031.96   sFT  0.99993609   -0 19 28.3
 DG3318;UTM  16      - 3,736,727.016   708,335.204   MT  1.00013511   +1 15 00.2
 DG3318
 DG3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3318!SPC GA W     -   0.99994556  x   0.99993609  =   0.99988165
 DG3318!UTM  16      -   0.99994556  x   1.00013511  =   1.00008066
 DG3318
 DG3318:                Primary Azimuth Mark                     Grid Az
 DG3318:SPC GA W     -  POWDER SPRINGS MUNICIPAL TANK            028 53 33.4
 DG3318:UTM  16      -  POWDER SPRINGS MUNICIPAL TANK            027 19 04.9
 DG3318
 DG3318|---------------------------------------------------------------------|
 DG3318| PID    Reference Object                     Distance      Geod. Az  |
 DG3318|                                                           dddmmss.s |
 DG3318| DG3221 POWDER SPRINGS MUNICIPAL TANK       APPROX.13.7 KM 0283405.1 |
 DG3318| DG3219 CLARKSDALE CLARK THREAD CO TK       APPROX.12.5 KM 0433435.7 |
 DG3318| DG3218 DOUGLASVILLE BEVER LOUIS STACK      APPROX. 1.5 KM 0632709.6 |
 DG3318| DG2776 ATLANTA NASHVILLE AWY BCN 1         APPROX.23.9 KM 0833132.3 |
 DG3318| DG3319 DOUGLASVILLE DOUGLAS CTHSE CUP       42.395 METERS 09041     |
 DG3318| DG3270 DOUGLASVILLE MUNICIPAL TANK         112.336 METERS 12846     |
 DG3318| DG3248 NEW ORLEANS AWY BCN 41              APPROX.26.8 KM 1351428.6 |
 DG3318| CZ2694 18A 11F RM 1                         43.041 METERS 18238     |
 DG3318| CZ2695 18A 11F RM 2                         20.190 METERS 24026     |
 DG3318| CZ2692 18A 11F AZ MK                                      2524020.0 |
 DG3318| DG3312 DALLAS MUNICIPAL TANK               APPROX.21.0 KM 3361724.6 |
 DG3318| CZ2693 18A 11F AZ MK RESET                                35453     |
 DG3318|---------------------------------------------------------------------|
 DG3318
 DG3318                          SUPERSEDED SURVEY CONTROL
 DG3318
 DG3318  NAD 83(1994)-  33 45 00.57108(N)    084 45 02.89264(W) AD(       ) 1
 DG3318  NAD 83(1986)-  33 45 00.57211(N)    084 45 02.89140(W) AD(       ) 1
 DG3318  NAD 27      -  33 45 00.18400(N)    084 45 03.12200(W) AD(       ) 1
 DG3318  NGVD 29 (07/19/86)  376.07   (m)         1233.8    (f) LEVELING    3  
 DG3318
 DG3318.Superseded values are not recommended for survey control.
 DG3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3318.See file dsdata.txt to determine how the superseded data were derived.
 DG3318
 DG3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0833536727(NAD 83)
 DG3318_MARKER: DS = TRIANGULATION STATION DISK
 DG3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3318
 DG3318  HISTORY     - Date     Condition        Report By
 DG3318  HISTORY     - 1953     MONUMENTED       CGS
 DG3318  HISTORY     - 1956     GOOD             CGS
 DG3318  HISTORY     - 1956     MARK NOT FOUND   CGS
 DG3318  HISTORY     - 1958     GOOD             USGS
 DG3318
 DG3318                          STATION DESCRIPTION
 DG3318
 DG3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG3318'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED.
 DG3318'THE AZIMUTH MARK HAS BEEN DESTROYED, DUE TO CONSTRUCTION ALONG
 DG3318'THE RAILROAD, AND 18 A 12 (GA.GEOD.S.) WAS NOT LOCATED.  THE
 DG3318'STATION MARK WAS REPLACED WITH A STANDARD U.S.C. AND G.S. DISK,
 DG3318'AND AN UNDEGROUND MARK WAS SET.  A NEW AZIMUTH MARK WAS
 DG3318'ESTABLISHED.  REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 DG3318'A NEW ELEVATION WAS DETERMINED FOR THE SURFACE MARK.  A
 DG3318'COMPLETE NEW DESCRIPTION FOLLOWS--
 DG3318'
 DG3318'THE STATION IS LOCATED IN DOUGLASVILLE, ON THE GROUNDS OF
 DG3318'THE DOUGLAS COUNTY COURTHOUSE.  IT IS 53.1 FT. N OF THE NW
 DG3318'CORNER OF THE COURTHOUSE, 14 FT. S OF THE WALL AROUND THE N SIDE
 DG3318'OF THE GROUND, AND ON THE EXTENDED TANGENT OF THE W WALL OF THE
 DG3318'COURTHOUSE.  IT IS A STANDARD DISK, SET IN THE TOP OF A 10-IN.
 DG3318'ROUND CONCRETE POST PROJECTING 2 IN.  IT IS STAMPED 18 A 11 1941
 DG3318'1953.  THE ELEVATION IS 1,172.199 FT.
 DG3318'
 DG3318'REFERENCE MARK 1 IS 43.041 M. SW OF THE STATION, ALONG THE W
 DG3318'WALL AROUND THE COURTHOUSE GROUNDS, AND 54 FT. N OF THE S WALL.
 DG3318'IT IS STAMPED 18 A 11 NO 1 1941 AND IS FLUSH WITH THE GROUND.
 DG3318'
 DG3318'REFERENCE MARK 2 IS 20.190 M. W OF THE STATION, ALONG THE W
 DG3318'WALL AROUND THE COURTHOUSE GROUNDS, AND 18 FT. S OF THE N WALL.
 DG3318'IT IS STAMPED 18 A 11 NO 2 1941 AND IS FLUSH WITH THE GROUND.
 DG3318'THE ELEVATION OF THE MARK IS 1,171.043 FT.
 DG3318'
 DG3318'THE AZIMUTH MARK IS ABOUT 0.5 MI. N OF THE STATION, IN A
 DG3318'NEGRO SETTLEMENT, ON THE PROPERTY OF MRS. V. CARTEN BRIDGES.
 DG3318'IT IS 65 FT. NE OF THE NE CORNER OF MRS. BRIDGES BRICK HOUSE,
 DG3318'26 FT. S OF THE CENTERLINE OF AN E-W ROAD, 34 FT. W OF A N-S
 DG3318'T-ROAD, AND 1.5 FT. E OF A POWERLINE POLE.  IT IS A STANDARD
 DG3318'DISK, SET IN THE TOP OF A 10-IN. ROUND CONCRETE POST PROJECTING
 DG3318'2 IN., AND IS STAMPED 18 A 11 1941 RESET 1953.
 DG3318'
 DG3318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON U.S. HIGHWAY
 DG3318'78 FOR 0.2 MI. TO THE SECOND STOP LIGHT, TURN LEFT (ON DALLAS
 DG3318'HIGHWAY) AND GO 0.5 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO
 DG3318'0.15 MI. TO A BRICK HOUSE AND THE AZIMUTH MARK ON THE LEFT AS
 DG3318'DESCRIBED.
 DG3318
 DG3318                          STATION RECOVERY (1956)
 DG3318
 DG3318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 DG3318'VERY EVIDENTLY, THIS IS STATION 18-A-11--F (GA.GEOD.S.), AND IT IS
 DG3318'SUGGESTED THAT THE NAME BE CHANGED TO THAT GIVEN
 DG3318'ABOVE OR TO 18-A-11-F (GA.GEOD.S.).  THE UNDERSIGNED WAS
 DG3318'FURNISHED PHOTOSTATS OF THE ORIGINAL LOCAL CONTROL SURVEYS
 DG3318'DESCRIPTIONS OF BOTH MARKS.  HE RECOVERED IN GOOD CONDIITON A
 DG3318'C. AND G.S. STANDARD TRIANGULATION DISK STAMPED 18 A 11 FITTING
 DG3318'PRECISELY IN EVERY EXTANT DETAIL THE PHOTOSTAT DESCRIPTION OF
 DG3318'BENCH MARK DESIGNATED ON THE PHOTOSTAT AS 18A-11F.  HE
 DG3318'SEARCHED UNSUCCESSFULLY FOR 18 A 11 AND 18 A 12 IN LOCATIONS
 DG3318'THAT OBVIOUSLY FITTED THE RESPECTIVE DESRIPTIONS.
 DG3318'FURTHER, THE UNDERSIGNED HAS CHECKED THE PLANE
 DG3318'COORDINATES OF THESE POINTS BY INSPECTION ON THE GROUND BY
 DG3318'COMPARING WITH THE PLANE COORDINATES OF DOUGLASVILLE,
 DG3318'COURTHOUSE WHICH IS NOW DESTROYED.  THE DESTRUCTION OF
 DG3318'THE COURTHOUSE BY FIRE PROMPTED A DOUGLASVILLE ENGINEER, MR.
 DG3318'J.D. HUTCHESON, TO INFORM THE DIRECTOR USC AND GS CONCERNING
 DG3318'THESE MARKS AND THUS SET IN MOTION THIS INVESTIGATION.  THE
 DG3318'UNDERSIGNED DESTROYED R.M. NO. 1 BECAUSE OF ITS IMPENDING
 DG3318'DESTRUCTION IN THE CONSTRUCTION OF THE NEW COURTHOUSE, AND HE
 DG3318'SEARCHED UNSUCCESSFULLY FOR THE AZIMUTH MARK.  REFERENCE MARK
 DG3318'NO. 3 WILL BE SET UPON THE COMPLETION OF THE NEW BUILDING AND
 DG3318'ANOTHER RECOVERY NOTE WILL BE WRITTEN.
 DG3318'
 DG3318'JULY 1956.  IT APPEARS THAT STATIONS 18A-11A, 18A-11B, ETC.
 DG3318'THRU 18A-11F ARE PART OF A SPUR LINE WHICH TAKES OFF STATION
 DG3318'18A-11.  IT IS DESIRED THAT YOU CONFIRM THIS DISCREPANCY IN ORDER
 DG3318'THAT WE MAY CORRECT OUR RECORDS.
 DG3318'
 DG3318'IN THIS REGARD, THE UNDERSIGNED HAS NOTED IN THE PAST THAT
 DG3318'PERSONS HAVE INSISTED IN SHOWING HIM A MARK RESEMBLING THE
 DG3318'GEODETIC SURVEY OF GEORGIA IN EVERY DETAIL EXCEPT THAT THE EXACT
 DG3318'CENTER WAS MARKED BY A SMALL (ESTIMATED 1/8- TO 1/4-INCH
 DG3318'BRONZE ROD) PIECE OF METAL ROD INSTEAD OF THE USUAL STANDARD
 DG3318'STATE SURVEYS DISK.  ONE SUCH IS HAZILY RECOLLECTED AS USED AS
 DG3318'AN AZIMUTH MARK (AFTER 30 MINUTES RESEARCH, SEE TRIANGULATION
 DG3318'STATION NO. 7C-5 ECCENTRIC, BULLOCH COUNTY, GEORGIA.)
 DG3318'THIS INDICATES THAT THE LETTERED
 DG3318'DESIGNATIONS BETWEEN STATION 18 A 11 AND 18 A 12 ARE THE ACTUAL
 DG3318'INTERMEDIATE INTRUMENT POINTS BETWEEN THE NUMERICALLY
 DG3318'DESIGNATED (WITHOUT THE SECOND ALPHABETICAL DESIGNATION)
 DG3318'PERMANENT DISK-MARKED POINTS.  IN THE PRESENT CASE, A PERMANENT
 DG3318'DISK WAS ADDED TO THE MARK BECAUSE IT WAS ON THE COURTHOUSE
 DG3318'GROUNDS AND THEREFORE A LOGICAL PLACE FOR ANOTHER PERMANENT
 DG3318'POINT.
 DG3318
 DG3318                          STATION RECOVERY (1956)
 DG3318
 DG3318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 DG3318'NO EVIDENCE OF THE MARK WAS FOUND.
 DG3318
 DG3318                          STATION RECOVERY (1958)
 DG3318
 DG3318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DG3318'STATION WAS REPORTED DESTROYED IN 1957 BY CONSTRUCTION OF NEW
 DG3318'COURTHOUSE.  HOWEVER, SINCE TEMPORARY BUILDINGS HAVE BEEN
 DG3318'REMOVED, THIS MONUMENT HAS BEEN RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1211 ***********************************************************************
 DG1211  DESIGNATION -  19 A 33
 DG1211  PID         -  DG1211
 DG1211  STATE/COUNTY-  GA/HARALSON
 DG1211  USGS QUAD   -  BREMEN (1982)
 DG1211
 DG1211                         *CURRENT SURVEY CONTROL
 DG1211  ___________________________________________________________________
 DG1211* NAD 83(1994)-  33 43 28.56361(N)    085 08 54.04366(W)     ADJUSTED  
 DG1211* NAVD 88     -       438.899  (meters)    1439.95   (feet)  ADJUSTED  
 DG1211  ___________________________________________________________________
 DG1211  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG1211  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG1211  DYNAMIC HT  -         438.408 (meters)    1438.34  (feet)  COMP
 DG1211  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 DG1211
 DG1211  HORZ ORDER  -  FIRST
 DG1211  VERT ORDER  -  SECOND    CLASS 0
 DG1211
 DG1211.The horizontal coordinates were established by classical geodetic methods
 DG1211.and adjusted by the National Geodetic Survey in September 1997..
 DG1211
 DG1211.The orthometric height was determined by differential leveling
 DG1211.and adjusted by the National Geodetic Survey in June 1991..
 DG1211
 DG1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1211
 DG1211.The geoid height was determined by GEOID03.
 DG1211
 DG1211.The dynamic height is computed by dividing the NAVD 88
 DG1211.geopotential number by the normal gravity value computed on the
 DG1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1211.degrees latitude (g = 980.6199 gals.).
 DG1211
 DG1211.The modeled gravity was interpolated from observed gravity values.
 DG1211
 DG1211;                    North         East     Units Scale Factor Converg.
 DG1211;SPC GA W     -   413,392.249   609,023.564   MT  1.00000200   -0 32 42.2
 DG1211;SPC GA W     - 1,356,271.07  1,998,104.81   sFT  1.00000200   -0 32 42.2
 DG1211;UTM  16      - 3,733,160.394   671,557.680   MT  0.99996285   +1 01 41.9
 DG1211
 DG1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1211!SPC GA W     -   0.99993564  x   1.00000200  =   0.99993764
 DG1211!UTM  16      -   0.99993564  x   0.99996285  =   0.99989849
 DG1211
 DG1211|---------------------------------------------------------------------|
 DG1211| PID    Reference Object                     Distance      Geod. Az  |
 DG1211|                                                           dddmmss.s |
 DG1211| DG3421 BREMEN GA CONVERTERS INC TANK       304.894 METERS 13416     |
 DG1211| CZ2697 19 A 33 AZ MK 2                                    1452215.6 |
 DG1211| DG1210 19 A 33 RM 1                         37.912 METERS 14714     |
 DG1211| CZ2699 19 A 33 RM 4                                       14721     |
 DG1211| DG3392 CARROLLTON MUNICIPAL STANDPIPE      APPROX.16.8 KM 1553329.5 |
 DG1211| DG3418 19 A 33 RM 3                         15.766 METERS 16815     |
 DG1211| CZ2698 19 A 33 RM 2                         36.499 METERS 19051     |
 DG1211| DG3415 BREMEN MUNICIPAL TANK                13.666 METERS 21240     |
 DG1211| CZ2696 19 A 33 AZ MK                                      3464449.7 |
 DG1211|---------------------------------------------------------------------|
 DG1211
 DG1211                          SUPERSEDED SURVEY CONTROL
 DG1211
 DG1211  NAD 83(1994)-  33 43 28.56585(N)    085 08 54.04500(W) AD(       ) 1
 DG1211  NAD 83(1986)-  33 43 28.56840(N)    085 08 54.04091(W) AD(       ) 1
 DG1211  NAD 27      -  33 43 28.18500(N)    085 08 54.22100(W) AD(       ) 1
 DG1211  NGVD 29 (??/??/92)  438.81   (m)         1439.7    (f) COMPUTED    2 0
 DG1211
 DG1211.Superseded values are not recommended for survey control.
 DG1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1211.See file dsdata.txt to determine how the superseded data were derived.
 DG1211
 DG1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7155833160(NAD 83)
 DG1211_MARKER: DD = SURVEY DISK
 DG1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1211_STAMPING: 19 A 33
 DG1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1211+STABILITY: SURFACE MOTION
 DG1211
 DG1211  HISTORY     - Date     Condition        Report By
 DG1211  HISTORY     - 1934     MONUMENTED       GAGS
 DG1211  HISTORY     - 1941     GOOD             CGS
 DG1211  HISTORY     - 1954     GOOD             CGS
 DG1211  HISTORY     - 1959     GOOD             NGS
 DG1211  HISTORY     - 1973     GOOD             NGS
 DG1211  HISTORY     - 1978     GOOD             NGS
 DG1211
 DG1211                          STATION DESCRIPTION
 DG1211
 DG1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG1211'STATION IS LOCATED ON THE N EDGE OF BREMEN ON THE BREMEN HIGH
 DG1211'SCHOOL PLAYGROUNDS, 32 FEET W OF THE CENTER LINE OF COLLEGE
 DG1211'STREET AND 12 FEET S OF FENCE ALONG S SIDE OF TENNIS COURT.
 DG1211'
 DG1211'SURFACE MARK IS A STANDARD STATE SURVEY DISK SET IN A 12- BY
 DG1211'12-INCH CONCRETE POST PROTRUDING ABOUT 4 INCHES AND STAMPED
 DG1211'19 A 33.
 DG1211'
 DG1211'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DG1211'SET IN CONCRETE.
 DG1211'
 DG1211'THE AZIMUTH MARK IS N OF THE STATION, 130 FEET W OF COLLEGE
 DG1211'STREET, AND 30 FEET N OF A DIRT ROAD LEADING TO THE CITY WATER
 DG1211'WORKS.
 DG1211'
 DG1211'BREMEN TANK IS A BLACK WATER TANK ABOUT 0.3 MILE S OF THE
 DG1211'STATION JUST W OF COLLEGE STREET BY THE RAILROAD TRACKS.
 DG1211'
 DG1211'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DG1211
 DG1211                          STATION RECOVERY (1954)
 DG1211
 DG1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DG1211'THE STATION WAS VISITED, AND THE STATION MARK AND REFERENCE MARK
 DG1211'1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 DG1211'DISTRUBED AND LEANING TO THE E.  THE MARK WAS SOLID AND IN
 DG1211'GOOD CONDITION.  A NEW MEASUREMENT AND DIRECTION WERE TAKEN
 DG1211'TO REFERENCE MARK 2.  THE AZIMUTH MARK WAS DESTROYED.  THE SITE
 DG1211'OF THE AZIMUTH MARK IS NOW OWNED BY HOYT BROADWELL, WHO BUILT
 DG1211'A HOUSE ON THE LOT.  THE LOT WAS GRADED OF ABOUT 4 FT. AT THE
 DG1211'SITE OF THE MARK, AND THE MARK WAS DESTROYED.  THE MONUMENT
 DG1211'WAS NOT FOUND.  A NEW DESCRIPTION FOLLOWS--
 DG1211'
 DG1211'THE STATION IS LOCATED ABOUT 0.4 MI. N OF THE RAILROAD STATION,
 DG1211'AT THE SITE OF THE MUNICIPAL WATER TANK, 27 FT. NE OF THE
 DG1211'NE LEG OF THE WATER TANK, 34 FT. W OF THE CENTERLINE OF NORTH
 DG1211'HAMILTON STREET, 8 FT. W OF THE W EDGE OF THE SIDEWALK, AND 4 FT.
 DG1211'S OF THE PROJECTED PLANE OF THE S SIDE OF THE BRICK SCHOOL
 DG1211'BUILDING ACROSS THE STREET.  IT IS A STATE SURVEY STANDARD DISK,
 DG1211'STAMPED 19 A 33 AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE
 DG1211'POST PROJECTING 8 IN.
 DG1211'
 DG1211'REFERENCE MARK 1 IS 124.37 FT. S OF THE STATION, AND 1 FT. W OF
 DG1211'THE W EDGE OF THE SIDEWALK PARALLELING NORTH HAMILTON STREET
 DG1211'ON THE W SIDE.  IT IS A STANDARD DISK, STAMPED 19 A 33 NO 1 1941
 DG1211'AND FLUSH WITH THE GROUND.
 DG1211'
 DG1211'REFERENCE MARK 2 IS 119.59 FT. SW OF THE STATION, 13 FT. E OF THE
 DG1211'E EDGE OF BUCHANAN STREET, 79 FT. SW OF THE CENTER OF THE
 DG1211'MUNICIPAL WATER TANK, AND 17 FT. W OF A 12-IN. OAK TREE.  IT IS
 DG1211'A STANDARD DISK, STAMPED 19 A 33 NO 2 1941 AND PROJECTS 3 INCHES.
 DG1211
 DG1211                          STATION RECOVERY (1959)
 DG1211
 DG1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DG1211'AT BREMEN.
 DG1211'AT BREMEN, ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 27 FROM
 DG1211'THE CROSSING OF THE SOUTHERN RAILWAY, ABOUT 0.2 MILE NORTH OF
 DG1211'THE POST OFFICE, AT THE CITY WATER TANK, 13 1/2 FEET SOUTHWEST
 DG1211'OF SOUTHWEST CURB LINE OF HIGHWAY, 25 FEET NORTH OF NORTH LEG
 DG1211'OF WATER TANK, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN
 DG1211'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DG1211
 DG1211                          STATION RECOVERY (1973)
 DG1211
 DG1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG1211'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 DG1211'CONDITION, REFERENCE MARK 2 HAS BEEN DESTROYED.  THE DISTANCE
 DG1211'TO REFERENCE MARK 1 IS NOTED TO BE GREATER BY 0.007 METER.  THE
 DG1211'STATION COULD NOT BE BUILT OVER AT THIS TIME DUE TO POWER LINES,
 DG1211'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME,
 DG1211'SEE DESCRIPTION THEREOF.  REFERENCE MARK 4 WAS ALSO ESTABLISHED
 DG1211'AT THIS TIME.
 DG1211'
 DG1211'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG1211'
 DG1211'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF BREMEN,
 DG1211'IN THE PINEBROOK CITY PARK AT THE SITE OF THE BREMEN MUNICIPAL
 DG1211'WATER TANK, AND ON PROPERTY OWNED BY THE CITY OF BREMEN.
 DG1211'
 DG1211'TO REACH FROM THE RAILROAD CROSSING AND FREIGHT DEPOT AT THE
 DG1211'TRIANGULAR INTERSECTION OF U.S. HIGHWAYS 27 AND 78 IN BREMEN,
 DG1211'GO NORTHWEST ON HIGHWAY 27 AND HAMILTON AVENUE FOR 0.3 MILE TO
 DG1211'THE STATION ON THE LEFT.  REFERENCE MARK 4 IS AT THE NORTH EDGE
 DG1211'OF THE TRIANGULAR INTERSECTION OF HIGHWAYS 27 AND 78 AS
 DG1211'DESCRIBED.
 DG1211'
 DG1211'THE SURFACE STATION MARK, A U.S.C. AND G.S. AND STATE SURVEY
 DG1211'DISK STAMPED 19 A 33, IS SET IN THE TOP OF A 12-INCH SQUARE
 DG1211'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 DG1211'SURFACE.  IT IS 69.5 FEET EAST OF A FLAG POLE, 25.5 FEET
 DG1211'NORTHEAST OF THE NORTHEAST LEG OF THE WATER TANK AND 13.5 FEET
 DG1211'SOUTHWEST OF THE SOUTHWEST CURB OF HAMILTON AVENUE.
 DG1211'
 DG1211'REFERENCE MARK 1, A STANDARD DISK STAMPED 19 A 33 NO 1 1941,
 DG1211'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DG1211'IS FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET EAST-SOUTHEAST
 DG1211'OF THE SOUTHEAST LEG OF THE TANK AND 7 FEET SOUTHWEST OF THE
 DG1211'SOUTHWEST CURB OF HAMILTON AVENUE.
 DG1211'
 DG1211'REFERENCE MARK 3, A STANDARD DISK STAMPED 19 A 33 1941 NO 3
 DG1211'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG1211'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 DG1211'SOUTHWEST OF THE SOUTHWEST CURB OF HAMILTON AVENUE AND 17 FEET
 DG1211'EAST OF THE SOUTHEAST LEG OF THE TANK.
 DG1211'
 DG1211'REFERENCE MARK 4, A STANDARD DISK STAMPED 19 A 33 1941 NO 4
 DG1211'1973, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF
 DG1211'A RAILROAD CROSSING SIGNAL LIGHT POST WHICH PROJECTS 3 INCHES
 DG1211'ABOVE THE GROUND SURFACE.  IT IS 16.5 FEET SOUTH OF THE SOUTH
 DG1211'RAIL OF THE RAILROAD TRACKS.
 DG1211'
 DG1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG1211'AT BREMEN.
 DG1211
 DG1211                          STATION RECOVERY (1978)
 DG1211
 DG1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DG1211'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 DG1211'GOOD CONDITION AND AS DESCRIBED.  THE DISTANCE AND DIRECTION
 DG1211'TO REFERENCE MARKS CHECKED.  AZIMUTH MARK WAS FOUND DESTROYED.  A
 DG1211'NEW AZIMUTH MARK WAS ESTABLISHED AND A POLARIS OBSERVATION WAS
 DG1211'OBSERVED.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG1211'
 DG1211'STATION IS LOCATED IN THE PINEBROOK CITY PARK AND AT THE OLD
 DG1211'BREMEN MUNICIPAL WATER TANK IN THE NORTHWEST SECTION OF BREMEN.
 DG1211'
 DG1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27
 DG1211'AND 78 IN DOWNTOWN BREMEN, GO NORTHWEST ON HIGHWAY 27 (HAMILTON
 DG1211'AVENUE) FOR 0.3 MILE TO TOP OF HILL AND STATION ON LEFT.
 DG1211'
 DG1211'STATION MARK, A U.S.C. AND G.S. AND STATE SURVEY DISK STAMPED
 DG1211'19A33, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DG1211'THAT PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 69.5
 DG1211'FEET EAST OF A FLAG POLE, 25.5 FEET NORTHEAST OF THE NORTHEAST
 DG1211'LEG OF THE OLD WATER TANK AND 13.5 FEET SOUTHWEST OF THE
 DG1211'SOUTHWEST CURB OF HAMILTON AVENUE.
 DG1211'
 DG1211'REFERENCE MARK 1, A STANDARD DISK STAMPED 19A33 NO 1 1941, IS
 DG1211'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET
 DG1211'FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET EAST-SOUTHEAST OF
 DG1211'THE SOUTHEAST LEG OF THE WATER TANK, 78.5 FEET NORTHWEST OF THE
 DG1211'NORTHEAST CORNER OF FRAME HOUSE, 7 FEET SOUTHWEST OF THE
 DG1211'SOUTHWEST CURB OF HAMILTON AVENUE AND 1 FOOT SOUTHWEST OF THE
 DG1211'SOUTHWEST SIDE OF THE SIDEWALK.
 DG1211'
 DG1211'REFERENCE MARK 3, A STANDARD DISK STAMPED 19A33 1941 NO 3 1973,
 DG1211'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 DG1211'SET FLUSH WITH THE GROUND SURFACE.  IT IS 72.5 FEET NORTHEAST OF
 DG1211'THE NORTHEAST CURB OF BUCHANAN STREET, 40.5 FEET EAST OF THE
 DG1211'SOUTHWEST LEG OF TANK, 29 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 DG1211'HAMILTON AVENUE AND 17 FEET EAST OF THE SOUTHEAST LEG OF THE
 DG1211'TANK.
 DG1211'
 DG1211'AZIMUTH MARK, A STANDARD DISK STAMPED 19A33 1941 1978, IS SET
 DG1211'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 DG1211'WITH THE GROUND.  IT IS 51.2 FEET SOUTHEAST OF THE SOUTHEAST
 DG1211'RAIL OF RAILROAD TRACK, 39 FEET NORTHEAST OF THE CENTER OF
 DG1211'U.S. HIGHWAY 27, 53.5 FEET NORTHWEST OF THE CENTER OF U.S.
 DG1211'HIGHWAY 78, 49.5 FEET SOUTHWEST OF A TELEPHONE POLE, 40 FEET
 DG1211'SOUTHEAST OF THE RAILROAD CROSSING GATE STRUCTURE AND 2.7
 DG1211'FEET SOUTHEAST OF A METAL WITNESS POST.
 DG1211'
 DG1211'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 DG1211'HAMILTON AVENUE FOR 0.3 MILE TO MARK ON LEFT AFTER CROSSING TRACKS.
 DG1211'
 DG1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG1211'AT BREMEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1210 ***********************************************************************
 DG1210  DESIGNATION -  19 A 33 RM 1
 DG1210  PID         -  DG1210
 DG1210  STATE/COUNTY-  GA/HARALSON
 DG1210  USGS QUAD   -  BREMEN (1982)
 DG1210
 DG1210                         *CURRENT SURVEY CONTROL
 DG1210  ___________________________________________________________________
 DG1210* NAD 83(1986)-  33 43 28.     (N)    085 08 54.     (W)     SCALED    
 DG1210* NAVD 88     -       438.095  (meters)    1437.32   (feet)  ADJUSTED  
 DG1210  ___________________________________________________________________
 DG1210  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG1210  DYNAMIC HT  -         437.606 (meters)    1435.71  (feet)  COMP
 DG1210  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 DG1210
 DG1210  VERT ORDER  -  SECOND    CLASS 0
 DG1210
 DG1210.The horizontal coordinates were scaled from a topographic map and have
 DG1210.an estimated accuracy of +/- 6 seconds.
 DG1210
 DG1210.The orthometric height was determined by differential leveling
 DG1210.and adjusted by the National Geodetic Survey in June 1991..
 DG1210
 DG1210.The geoid height was determined by GEOID03.
 DG1210
 DG1210.The dynamic height is computed by dividing the NAVD 88
 DG1210.geopotential number by the normal gravity value computed on the
 DG1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1210.degrees latitude (g = 980.6199 gals.).
 DG1210
 DG1210.The modeled gravity was interpolated from observed gravity values.
 DG1210
 DG1210;                    North         East    Units  Estimated Accuracy
 DG1210;SPC GA W     -   413,380.      609,030.      MT  (+/- 180 meters Scaled)
 DG1210
 DG1210                          SUPERSEDED SURVEY CONTROL
 DG1210
 DG1210  NGVD 29 (??/??/92)  438.007  (m)         1437.03   (f) ADJ UNCH    2 0
 DG1210
 DG1210.Superseded values are not recommended for survey control.
 DG1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1210.See file dsdata.txt to determine how the superseded data were derived.
 DG1210
 DG1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC715331(NAD 83)
 DG1210_MARKER: DR = REFERENCE MARK DISK
 DG1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1210_STAMPING: 19 A 33 NO 1 1941
 DG1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1210+STABILITY: SURFACE MOTION
 DG1210
 DG1210  HISTORY     - Date     Condition        Report By
 DG1210  HISTORY     - 1941     MONUMENTED       CGS
 DG1210  HISTORY     - 1959     GOOD             NGS
 DG1210
 DG1210                          STATION DESCRIPTION
 DG1210
 DG1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG1210'AT BREMEN.
 DG1210'AT BREMEN, ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 27 FROM
 DG1210'CROSSING OF THE SOUTHERN RAILWAY, 124.4 FEET SOUTHEAST OF 19 A
 DG1210'33 (GA. GEOD. S.), DESCRIBED, 7 FEET SOUTHWEST OF SOUTHWEST
 DG1210'CURB LINE OF HIGHWAY, 1 FOOT SOUTHWEST OF SOUTHWEST EDGE OF
 DG1210'SIDE WALK, 78 1/2 FEET NORTHWEST OF NORTH CORNER OF HOUSE NO.
 DG1210'308, 94 FEET EAST-SOUTHEAST OF EAST LEG OF WATER TOWER AND SET
 DG1210'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3418 ***********************************************************************
 DG3418  DESIGNATION -  19 A 33 RM 3
 DG3418  PID         -  DG3418
 DG3418  STATE/COUNTY-  GA/HARALSON
 DG3418  USGS QUAD   -  BREMEN (1982)
 DG3418
 DG3418                         *CURRENT SURVEY CONTROL
 DG3418  ___________________________________________________________________
 DG3418* NAD 83(1994)-  33 43 28.06260(N)    085 08 53.91902(W)     ADJUSTED  
 DG3418* NAVD 88     -       438.40   (+/-2cm)    1438.3    (feet)  VERTCON   
 DG3418  ___________________________________________________________________
 DG3418  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG3418  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3418
 DG3418  HORZ ORDER  -  FIRST
 DG3418  VERT ORDER  -  THIRD ? (See Below)
 DG3418
 DG3418.The horizontal coordinates were established by classical geodetic methods
 DG3418.and adjusted by the National Geodetic Survey in September 1997..
 DG3418
 DG3418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3418.The vertical order pertains to the NGVD 29 superseded value.
 DG3418
 DG3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3418
 DG3418.The geoid height was determined by GEOID03.
 DG3418
 DG3418;                    North         East     Units Scale Factor Converg.
 DG3418;SPC GA W     -   413,376.783   609,026.626   MT  1.00000200   -0 32 42.2
 DG3418;SPC GA W     - 1,356,220.33  1,998,114.86   sFT  1.00000200   -0 32 42.2
 DG3418;UTM  16      - 3,733,145.018   671,561.165   MT  0.99996286   +1 01 41.9
 DG3418
 DG3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3418!SPC GA W     -   0.99993572  x   1.00000200  =   0.99993772
 DG3418!UTM  16      -   0.99993572  x   0.99996286  =   0.99989858
 DG3418
 DG3418:                Primary Azimuth Mark                     Grid Az
 DG3418:SPC GA W     -  BREMEN SEWELL MFG PLANT 3 TANK           089 09 11.3
 DG3418:UTM  16      -  BREMEN SEWELL MFG PLANT 3 TANK           087 34 47.2
 DG3418
 DG3418|---------------------------------------------------------------------|
 DG3418| PID    Reference Object                     Distance      Geod. Az  |
 DG3418|                                                           dddmmss.s |
 DG3418| DG3384 BREMEN SEWELL MFG PLANT 3 TANK      APPROX. 2.3 KM 0883629.1 |
 DG3418| DG3422 BREMEN SOUTHERN RWY MICROWAVE       APPROX. 0.5 KM 1151616.5 |
 DG3418| DG3421 BREMEN GA CONVERTERS INC TANK       291.956 METERS 13232     |
 DG3418| DG1210 19 A 33 RM 1                         23.877 METERS 13332     |
 DG3418| CZ2697 19 A 33 AZ MK 2                                    1443623.3 |
 DG3418| CZ2699 19 A 33 RM 4                                       14639     |
 DG3418| DG3420 BREMEN PLANTATION PIPE MAST         APPROX. 2.6 KM 1622840.1 |
 DG3418| DG3424 BREMEN SEWELL MFG CO TANK           APPROX. 0.6 KM 1723658.5 |
 DG3418| DG3428 BREMEN S MUN TANK                   APPROX. 0.6 KM 1823548.9 |
 DG3418| DG3425 BREMEN RAD STA WWCC MAST            APPROX. 1.4 KM 2262936.4 |
 DG3418| DG3415 BREMEN MUNICIPAL TANK                11.292 METERS 29023     |
 DG3418| DG1211 19 A 33                              15.766 METERS 34815     |
 DG3418|---------------------------------------------------------------------|
 DG3418
 DG3418                          SUPERSEDED SURVEY CONTROL
 DG3418
 DG3418  NAD 83(1994)-  33 43 28.06484(N)    085 08 53.92036(W) AD(       ) 1
 DG3418  NAD 83(1986)-  33 43 28.06739(N)    085 08 53.91633(W) AD(       ) 1
 DG3418  NAD 27      -  33 43 27.68396(N)    085 08 54.09660(W) AD(       ) 1
 DG3418  NGVD 29 (07/19/86)  438.31   (m)         1438.0    (f) LEVELING    3  
 DG3418
 DG3418.Superseded values are not recommended for survey control.
 DG3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3418.See file dsdata.txt to determine how the superseded data were derived.
 DG3418
 DG3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7156133145(NAD 83)
 DG3418_MARKER: DD = SURVEY DISK
 DG3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3418
 DG3418  HISTORY     - Date     Condition        Report By
 DG3418  HISTORY     - 1973     MONUMENTED       NGS
 DG3418
 DG3418                          STATION DESCRIPTION
 DG3418
 DG3418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3418'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF BREMEN, IN THE
 DG3418'PINEBROOK CITY PARK AT THE SITE OF THE BREMEN MUNICIPAL WATER TANK,
 DG3418'AND ON PROPERTY OWNED BY THE CITY OF BREMEN.
 DG3418'
 DG3418'TRIANGULATION STATION 19 A 33 GA GEOD S 1941 COULD NOT BE BUILT
 DG3418'OVER DUE TO POWER LINES, SEE DESCRIPTION THEREOF.
 DG3418'
 DG3418'TO REACH FROM THE RAILROAD CROSSING AND FREIGHT DEPOT AT THE
 DG3418'TRIANGULAR INTERSECTION OF U.S. HIGHWAYS 27 AND 78 IN BREMEN, GO
 DG3418'NORTHWEST ON HIGHWAY 27 AND HAMILTON AVENUE FOR 0.3 MILE TO THE
 DG3418'STATION ON THE LEFT.  REFERENCE MARK 4 IS AT THE NORTH EDGE OF THE
 DG3418'TRIANGULAR INTERSECTION AS DESCRIBED.
 DG3418'
 DG3418'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED 19 A 33
 DG3418'1941 NO 3 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DG3418'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 DG3418'IS 29 FEET SOUTHWEST OF THE SOUTHWEST CURB OF HAMILTON AVENUE
 DG3418'AND 17 FEET EAST OF THE SOUTHEAST LEG OF THE WATER TANK.  NO
 DG3418'UNDERGROUND MARK WAS SET.
 DG3418'
 DG3418'THE 1941 STATION MARK, A U.S.C. AND G.S. AND STATE SURVEY DISK
 DG3418'STAMPED 19 A 33, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DG3418'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 DG3418'IS 69.5 FEET EAST OF A FLAG POLE, 25.5 FEET NORTHEAST OF THE
 DG3418'NORTHEAST LEG OF THE WATER TANK AND 13.5 FEET SOUTHWEST OF THE
 DG3418'SOUTHWEST CURB OF HAMILTON AVENUE.  THE UNDERGROUND DISK, AS
 DG3418'STATED IN THE 1941 DESCRIPTION, IS DESCRIBED IN NOTE 7A.
 DG3418'
 DG3418'REFERENCE MARK 1, A STANDARD DISK STAMPED 19 A 33 NO 1 1941, IS
 DG3418'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 DG3418'FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET EAST-SOUTHEAST OF
 DG3418'THE SOUTHEAST LEG OF THE TANK AND 7 FEET SOUTHWEST OF THE
 DG3418'SOUTHWEST CURB OF HAMILTON AVENUE.
 DG3418'
 DG3418'REFERENCE MARK 4, A STANDARD DISK STAMPED 19 A 33 1941 NO 4 1973,
 DG3418'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF A RAILROAD
 DG3418'CROSSING SIGNAL LIGHT POST WHICH PROJECTS 3 INCHES ABOVE THE
 DG3418'GROUND SURFACE.  IT IS 16.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 DG3418'RAILROAD TRACKS.
 DG3418'
 DG3418'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1238 ***********************************************************************
 DG1238  DESIGNATION -  19 A 40
 DG1238  PID         -  DG1238
 DG1238  STATE/COUNTY-  GA/HARALSON
 DG1238  USGS QUAD   -  BUCHANAN (1973)
 DG1238
 DG1238                         *CURRENT SURVEY CONTROL
 DG1238  ___________________________________________________________________
 DG1238* NAD 83(1986)-  33 49 02.     (N)    085 12 04.     (W)     SCALED    
 DG1238* NAVD 88     -       367.626  (meters)    1206.12   (feet)  ADJUSTED  
 DG1238  ___________________________________________________________________
 DG1238  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG1238  DYNAMIC HT  -         367.222 (meters)    1204.79  (feet)  COMP
 DG1238  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 DG1238
 DG1238  VERT ORDER  -  SECOND    CLASS 0
 DG1238
 DG1238.The horizontal coordinates were scaled from a topographic map and have
 DG1238.an estimated accuracy of +/- 6 seconds.
 DG1238
 DG1238.The orthometric height was determined by differential leveling
 DG1238.and adjusted by the National Geodetic Survey in June 1991..
 DG1238
 DG1238.The geoid height was determined by GEOID03.
 DG1238
 DG1238.The dynamic height is computed by dividing the NAVD 88
 DG1238.geopotential number by the normal gravity value computed on the
 DG1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1238.degrees latitude (g = 980.6199 gals.).
 DG1238
 DG1238.The modeled gravity was interpolated from observed gravity values.
 DG1238
 DG1238;                    North         East    Units  Estimated Accuracy
 DG1238;SPC GA W     -   423,710.      604,240.      MT  (+/- 180 meters Scaled)
 DG1238
 DG1238                          SUPERSEDED SURVEY CONTROL
 DG1238
 DG1238  NGVD 29 (??/??/92)  367.55   (m)         1205.9    (f) COMPUTED    2 0
 DG1238
 DG1238.Superseded values are not recommended for survey control.
 DG1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1238.See file dsdata.txt to determine how the superseded data were derived.
 DG1238
 DG1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC664433(NAD 83)
 DG1238_MARKER: DD = SURVEY DISK
 DG1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1238_STAMPING: 19 A 40
 DG1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1238+STABILITY: SURFACE MOTION
 DG1238
 DG1238  HISTORY     - Date     Condition        Report By
 DG1238  HISTORY     - UNK      MONUMENTED       GAGS
 DG1238  HISTORY     - 1948     GOOD             NGS
 DG1238  HISTORY     - 1972     MARK NOT FOUND   NGS
 DG1238
 DG1238                          STATION DESCRIPTION
 DG1238
 DG1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1238'1.3 MI N FROM BUCHANAN.
 DG1238'ABOUT 1.3 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DG1238'THE STATION AT BUCHANAN, ABOUT 1.35 MILES NORTH ALONG U.S. HIGHWAY
 DG1238'27 FROM THE COURT HOUSE AT BUCHANAN, ABOUT 0.15 MILE SOUTH OF
 DG1238'RAILWAY MILE POST 333, AT A ROAD CROSSING, 132 FEET NORTHWEST OF
 DG1238'THE CENTER LINE OF THE CROSSING, 124.5 FEET NORTHWEST OF THE
 DG1238'CROSSING WARNING SIGN, 83 FEET SOUTHWEST OF THE CENTER LINE OF
 DG1238'THE HIGHWAY, 20.8 FEET NORTHEAST OF THE NORTHEAST RAIL, ACROSS
 DG1238'THE HIGHWAY FROM A CONCRETE BLOCK FARM HOUSE, 2 FEET NORTH OF A
 DG1238'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 DG1238'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DG1238
 DG1238                          STATION RECOVERY (1972)
 DG1238
 DG1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DG1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0178 ***********************************************************************
 BR0178  DESIGNATION -  19 C 23 B
 BR0178  PID         -  BR0178
 BR0178  STATE/COUNTY-  GA/GLYNN
 BR0178  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR0178
 BR0178                         *CURRENT SURVEY CONTROL
 BR0178  ___________________________________________________________________
 BR0178* NAD 83(1986)-  31 12 39.     (N)    081 30 36.     (W)     SCALED    
 BR0178* NAVD 88     -         5.197  (meters)      17.05   (feet)  ADJUSTED  
 BR0178  ___________________________________________________________________
 BR0178  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 BR0178  DYNAMIC HT  -           5.191 (meters)      17.03  (feet)  COMP
 BR0178  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 BR0178
 BR0178  VERT ORDER  -  FIRST     CLASS II
 BR0178
 BR0178.The horizontal coordinates were scaled from a topographic map and have
 BR0178.an estimated accuracy of +/- 6 seconds.
 BR0178
 BR0178.The orthometric height was determined by differential leveling
 BR0178.and adjusted by the National Geodetic Survey in June 1991..
 BR0178
 BR0178.The geoid height was determined by GEOID03.
 BR0178
 BR0178.The dynamic height is computed by dividing the NAVD 88
 BR0178.geopotential number by the normal gravity value computed on the
 BR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0178.degrees latitude (g = 980.6199 gals.).
 BR0178
 BR0178.The modeled gravity was interpolated from observed gravity values.
 BR0178
 BR0178;                    North         East    Units  Estimated Accuracy
 BR0178;SPC GA E     -   134,410.      262,570.      MT  (+/- 180 meters Scaled)
 BR0178
 BR0178                          SUPERSEDED SURVEY CONTROL
 BR0178
 BR0178  NGVD 29 (??/??/92)    5.496  (m)           18.03   (f) ADJ UNCH    1 2
 BR0178
 BR0178.Superseded values are not recommended for survey control.
 BR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0178.See file dsdata.txt to determine how the superseded data were derived.
 BR0178
 BR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ514530(NAD 83)
 BR0178_MARKER: DD = SURVEY DISK
 BR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0178_STAMPING: 19 C 23 B
 BR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0178+STABILITY: SURFACE MOTION
 BR0178
 BR0178  HISTORY     - Date     Condition        Report By
 BR0178  HISTORY     - UNK      MONUMENTED       GAGS
 BR0178  HISTORY     - 1956     GOOD             NGS
 BR0178
 BR0178                          STATION DESCRIPTION
 BR0178
 BR0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0178'4.8 MI N FROM BRUNSWICK.
 BR0178'ABOUT 4.75 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD AND
 BR0178'SOUTHERN RAILWAY TRACK FROM THE PASSENGER STATION AT BRUNSWICK,
 BR0178'ABOUT 0.7 MILE NORTHWEST OF ROAD CROSSING AND STATION SIGN AT DOCK
 BR0178'JUNCTION, ABOUT 4 1/2 POLES SOUTHEAST OF SIGN STATION ONE MILE,
 BR0178'6 3/4 FEET SOUTHWEST OF SOUTHWEST RAIL, 3 FEET NORTH OF SOUTHERN
 BR0178'RAILWAY MILE POST 423, ABOUT 3/4 FOOT BELOW LEVEL OF TRACK AND
 BR0178'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1040 ***********************************************************************
 CK1040  DESIGNATION -  19 C 24
 CK1040  PID         -  CK1040
 CK1040  STATE/COUNTY-  GA/SCREVEN
 CK1040  USGS QUAD   -  HILLTONIA (1978)
 CK1040
 CK1040                         *CURRENT SURVEY CONTROL
 CK1040  ___________________________________________________________________
 CK1040* NAD 83(1986)-  32 54 37.     (N)    081 39 24.     (W)     SCALED    
 CK1040* NAVD 88     -        33.25   (+/-2cm)     109.1    (feet)  VERTCON   
 CK1040  ___________________________________________________________________
 CK1040  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 CK1040
 CK1040  VERT ORDER  -  ? (See Below)
 CK1040
 CK1040.The horizontal coordinates were scaled from a topographic map and have
 CK1040.an estimated accuracy of +/- 6 seconds.
 CK1040
 CK1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK1040.The vertical order pertains to the NGVD 29 superseded value.
 CK1040
 CK1040.The geoid height was determined by GEOID03.
 CK1040
 CK1040;                    North         East    Units  Estimated Accuracy
 CK1040;SPC GA E     -   322,770.      247,710.      MT  (+/- 180 meters Scaled)
 CK1040
 CK1040                          SUPERSEDED SURVEY CONTROL
 CK1040
 CK1040  NGVD 29 (??/??/92)   33.491  (m)          109.88   (f) ADJ UNCH    ?  
 CK1040
 CK1040.Superseded values are not recommended for survey control.
 CK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1040.See file dsdata.txt to determine how the superseded data were derived.
 CK1040
 CK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS385415(NAD 83)
 CK1040_MARKER: DD = SURVEY DISK
 CK1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1040_STAMPING: 19 C 24 133.491
 CK1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1040+STABILITY: SURFACE MOTION
 CK1040
 CK1040  HISTORY     - Date     Condition        Report By
 CK1040  HISTORY     - UNK      MONUMENTED       GAGS
 CK1040  HISTORY     - 1955     GOOD             NGS
 CK1040
 CK1040                          STATION DESCRIPTION
 CK1040
 CK1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1040'1.7 MI N FROM HILLTONIA.
 CK1040'ABOUT 1.7 MILES N ALONG THE SAVANNAH AND ATLANTA RAILWAY FROM THE
 CK1040'STATION AT HILLTONIA, SCREVEN COUNTY, ABOUT 1.5 MILES S OF
 CK1040'MILLHAVEN, 0.25 MILE S OF NO. S 70 RAILROAD MILEPOST, 0.35 MILE
 CK1040'VIA FARM ROAD NE OF MILLHAVEN COMPANYS OVERSEER HOUSE, 28 FEET
 CK1040'SE OF THE CENTER OF FARM ROAD CROSSING, 37 FEET E OF BENCH MARK
 CK1040'G 134, 13.1 FEET E OF E RAIL, AND 0.3 FOOT LOWER THAN TOP OF
 CK1040'SAME.  A STANDARD COAST SURVEY AND STATE SURVEY DISK IS STAMPED
 CK1040'19 C 24 133.491 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS
 CK1040'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0533 ***********************************************************************
 EE0533  DESIGNATION -  19 D 16
 EE0533  PID         -  EE0533
 EE0533  STATE/COUNTY-  GA/FLOYD
 EE0533  USGS QUAD   -  ROME SOUTH (1985)
 EE0533
 EE0533                         *CURRENT SURVEY CONTROL
 EE0533  ___________________________________________________________________
 EE0533* NAD 83(1986)-  34 13 49.     (N)    085 10 31.     (W)     SCALED    
 EE0533* NAVD 88     -       183.901  (meters)     603.35   (feet)  ADJUSTED  
 EE0533  ___________________________________________________________________
 EE0533  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE0533  DYNAMIC HT  -         183.711 (meters)     602.73  (feet)  COMP
 EE0533  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 EE0533
 EE0533  VERT ORDER  -  FIRST     CLASS II
 EE0533
 EE0533.The horizontal coordinates were scaled from a topographic map and have
 EE0533.an estimated accuracy of +/- 6 seconds.
 EE0533
 EE0533.The orthometric height was determined by differential leveling
 EE0533.and adjusted by the National Geodetic Survey in June 1991..
 EE0533.WARNING-Repeat measurements at this control monument indicate possible
 EE0533.vertical movement.
 EE0533
 EE0533.The geoid height was determined by GEOID03.
 EE0533
 EE0533.The dynamic height is computed by dividing the NAVD 88
 EE0533.geopotential number by the normal gravity value computed on the
 EE0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0533.degrees latitude (g = 980.6199 gals.).
 EE0533
 EE0533.The modeled gravity was interpolated from observed gravity values.
 EE0533
 EE0533;                    North         East    Units  Estimated Accuracy
 EE0533;SPC GA W     -   469,510.      607,080.      MT  (+/- 180 meters Scaled)
 EE0533
 EE0533                          SUPERSEDED SURVEY CONTROL
 EE0533
 EE0533  NGVD 29 (??/??/92)  183.865  (m)          603.23   (f) ADJ UNCH    1 2
 EE0533
 EE0533.Superseded values are not recommended for survey control.
 EE0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0533.See file dsdata.txt to determine how the superseded data were derived.
 EE0533
 EE0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC680891(NAD 83)
 EE0533_MARKER: DD = SURVEY DISK
 EE0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0533_STAMPING: 19 D 16
 EE0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0533+STABILITY: SURFACE MOTION
 EE0533
 EE0533  HISTORY     - Date     Condition        Report By
 EE0533  HISTORY     - UNK      MONUMENTED       GAGS
 EE0533  HISTORY     - 1936     GOOD             NGS
 EE0533  HISTORY     - 1964     MARK NOT FOUND   GAGS
 EE0533
 EE0533                          STATION DESCRIPTION
 EE0533
 EE0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0533'1.1 MI S FROM ROME.
 EE0533'14 3/4 RAILS NORTH OF MILEPOST 81, 5.3 FEET WEST OF NEAR RAIL OF
 EE0533'MAIN LINE, 5 RAILS SOUTH OF SOUTH END OF CONCRETE FOUNDATION OF OLD
 EE0533'TANNERY (BURNED), 12 FEET NORTHWEST OF CENTER LINE OF GRADE
 EE0533'CROSSING, 1 FOOT BELOW TOP OF RAIL, A CONCRETE MONUMENT.
 EE0533
 EE0533                          STATION RECOVERY (1964)
 EE0533
 EE0533'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1964
 EE0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0628 ***********************************************************************
 EE0628  DESIGNATION -  19 D 3 GAGS
 EE0628  PID         -  EE0628
 EE0628  STATE/COUNTY-  GA/POLK
 EE0628  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0628
 EE0628                         *CURRENT SURVEY CONTROL
 EE0628  ___________________________________________________________________
 EE0628* NAD 83(1986)-  34 04 11.     (N)    085 13 07.     (W)     SCALED    
 EE0628* NAVD 88     -       243.002  (meters)     797.25   (feet)  ADJUSTED  
 EE0628  ___________________________________________________________________
 EE0628  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE0628  DYNAMIC HT  -         242.747 (meters)     796.41  (feet)  COMP
 EE0628  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 EE0628
 EE0628  VERT ORDER  -  FIRST     CLASS II
 EE0628
 EE0628.The horizontal coordinates were scaled from a topographic map and have
 EE0628.an estimated accuracy of +/- 6 seconds.
 EE0628
 EE0628.The orthometric height was determined by differential leveling
 EE0628.and adjusted by the National Geodetic Survey in June 1991..
 EE0628
 EE0628.The geoid height was determined by GEOID03.
 EE0628
 EE0628.The dynamic height is computed by dividing the NAVD 88
 EE0628.geopotential number by the normal gravity value computed on the
 EE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0628.degrees latitude (g = 980.6199 gals.).
 EE0628
 EE0628.The modeled gravity was interpolated from observed gravity values.
 EE0628
 EE0628;                    North         East    Units  Estimated Accuracy
 EE0628;SPC GA W     -   451,740.      602,900.      MT  (+/- 180 meters Scaled)
 EE0628
 EE0628                          SUPERSEDED SURVEY CONTROL
 EE0628
 EE0628  NGVD 29 (??/??/92)  242.934  (m)          797.03   (f) ADJ UNCH    1 2
 EE0628
 EE0628.Superseded values are not recommended for survey control.
 EE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0628.See file dsdata.txt to determine how the superseded data were derived.
 EE0628
 EE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC643713(NAD 83)
 EE0628_MARKER: DD = SURVEY DISK
 EE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0628_STAMPING: 19 D 3
 EE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0628+STABILITY: SURFACE MOTION
 EE0628
 EE0628  HISTORY     - Date     Condition        Report By
 EE0628  HISTORY     - UNK      MONUMENTED       GAGS
 EE0628  HISTORY     - 1936     GOOD             NGS
 EE0628  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0628  HISTORY     - 1980     MARK NOT FOUND   NGS
 EE0628
 EE0628                          STATION DESCRIPTION
 EE0628
 EE0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0628'4.3 MI N FROM CEDARTOWN.
 EE0628'4.3 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 EE0628'STATION AT CEDARTOWN, 8 RAILS SOUTHWEST OF THE STATION SHED AT
 EE0628'LAKE, AT THE NORTHWEST END OF TRESTLE C 356.9, 19.5 FEET NORTH
 EE0628'OF THE NORTH CORNER OF THE TRESTLE, 21.3 FEET NORTHWEST OF THE
 EE0628'NORTHWEST RAIL OF THE TRACK, 1.6 FEET NORTHWEST OF TELEPHONE
 EE0628'POLE E 35, 4 FEET BELOW THE TRACK AND A FENCE LINE, AND FLUSH WITH
 EE0628'THE GROUND.  A STATE GEODETIC SURVEY STANDARD DISK, STAMPED
 EE0628'19 D 3 AND SET ON THE TOP OF A CONCRETE POST.
 EE0628
 EE0628                          STATION RECOVERY (1972)
 EE0628
 EE0628'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0628'MARK NOT FOUND.
 EE0628
 EE0628                          STATION RECOVERY (1980)
 EE0628
 EE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EE0628'SEARCHED FOR, NOT RECOVERED, DESCRIPTION IS INADEQUATE, ALL REFERENCE
 EE0628'POINTS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0629 ***********************************************************************
 EE0629  DESIGNATION -  19 D 5
 EE0629  PID         -  EE0629
 EE0629  STATE/COUNTY-  GA/POLK
 EE0629  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0629
 EE0629                         *CURRENT SURVEY CONTROL
 EE0629  ___________________________________________________________________
 EE0629* NAD 83(1986)-  34 05 30.     (N)    085 11 41.     (W)     SCALED    
 EE0629* NAVD 88     -       275.281  (meters)     903.15   (feet)  ADJUSTED  
 EE0629  ___________________________________________________________________
 EE0629  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE0629  DYNAMIC HT  -         274.994 (meters)     902.21  (feet)  COMP
 EE0629  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 EE0629
 EE0629  VERT ORDER  -  FIRST     CLASS II
 EE0629
 EE0629.The horizontal coordinates were scaled from a topographic map and have
 EE0629.an estimated accuracy of +/- 6 seconds.
 EE0629
 EE0629.The orthometric height was determined by differential leveling
 EE0629.and adjusted by the National Geodetic Survey in June 1991..
 EE0629
 EE0629.The geoid height was determined by GEOID03.
 EE0629
 EE0629.The dynamic height is computed by dividing the NAVD 88
 EE0629.geopotential number by the normal gravity value computed on the
 EE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0629.degrees latitude (g = 980.6199 gals.).
 EE0629
 EE0629.The modeled gravity was interpolated from observed gravity values.
 EE0629
 EE0629;                    North         East    Units  Estimated Accuracy
 EE0629;SPC GA W     -   454,150.      605,130.      MT  (+/- 180 meters Scaled)
 EE0629
 EE0629                          SUPERSEDED SURVEY CONTROL
 EE0629
 EE0629  NGVD 29 (??/??/92)  275.212  (m)          902.92   (f) ADJ UNCH    1 2
 EE0629
 EE0629.Superseded values are not recommended for survey control.
 EE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0629.See file dsdata.txt to determine how the superseded data were derived.
 EE0629
 EE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC665737(NAD 83)
 EE0629_MARKER: DD = SURVEY DISK
 EE0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0629_STAMPING: 19 D 5
 EE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0629+STABILITY: SURFACE MOTION
 EE0629
 EE0629  HISTORY     - Date     Condition        Report By
 EE0629  HISTORY     - UNK      MONUMENTED       GAGS
 EE0629  HISTORY     - 1947     MARK NOT FOUND   NGS
 EE0629  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0629
 EE0629                          STATION DESCRIPTION
 EE0629
 EE0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE0629'6.7 MI N FROM CEDARTOWN.
 EE0629'ABOUT 6.7 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 EE0629'THE STATION AT CEDARTOWN, POLK COUNTY, ABOUT 0.7 MILE SOUTH OF THE
 EE0629'STATION SHED AT RELAY, ABOUT 39 RAILS NORTH OF MILEPOST S 359,
 EE0629'46 FEET SOUTHEAST OF POLE E 54 359+10, 6.8 FEET EAST OF THE EAST
 EE0629'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  SET IN THE TOP OF A
 EE0629'CONCRETE POST.
 EE0629
 EE0629                          STATION RECOVERY (1972)
 EE0629
 EE0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0630 ***********************************************************************
 EE0630  DESIGNATION -  19 D 6
 EE0630  PID         -  EE0630
 EE0630  STATE/COUNTY-  GA/FLOYD
 EE0630  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0630
 EE0630                         *CURRENT SURVEY CONTROL
 EE0630  ___________________________________________________________________
 EE0630* NAD 83(1986)-  34 06 06.     (N)    085 11 46.     (W)     SCALED    
 EE0630* NAVD 88     -       291.630  (meters)     956.79   (feet)  ADJUSTED  
 EE0630  ___________________________________________________________________
 EE0630  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE0630  DYNAMIC HT  -         291.326 (meters)     955.79  (feet)  COMP
 EE0630  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 EE0630
 EE0630  VERT ORDER  -  FIRST     CLASS II
 EE0630
 EE0630.The horizontal coordinates were scaled from a topographic map and have
 EE0630.an estimated accuracy of +/- 6 seconds.
 EE0630
 EE0630.The orthometric height was determined by differential leveling
 EE0630.and adjusted by the National Geodetic Survey in June 1991..
 EE0630
 EE0630.The geoid height was determined by GEOID03.
 EE0630
 EE0630.The dynamic height is computed by dividing the NAVD 88
 EE0630.geopotential number by the normal gravity value computed on the
 EE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0630.degrees latitude (g = 980.6199 gals.).
 EE0630
 EE0630.The modeled gravity was interpolated from observed gravity values.
 EE0630
 EE0630;                    North         East    Units  Estimated Accuracy
 EE0630;SPC GA W     -   455,260.      605,020.      MT  (+/- 180 meters Scaled)
 EE0630
 EE0630                          SUPERSEDED SURVEY CONTROL
 EE0630
 EE0630  NGVD 29 (??/??/92)  291.562  (m)          956.57   (f) ADJ UNCH    1 2
 EE0630
 EE0630.Superseded values are not recommended for survey control.
 EE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0630.See file dsdata.txt to determine how the superseded data were derived.
 EE0630
 EE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC663748(NAD 83)
 EE0630_MARKER: DD = SURVEY DISK
 EE0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0630_STAMPING: 19 D 6
 EE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0630+STABILITY: SURFACE MOTION
 EE0630
 EE0630  HISTORY     - Date     Condition        Report By
 EE0630  HISTORY     - UNK      MONUMENTED       GAGS
 EE0630  HISTORY     - 1947     GOOD             NGS
 EE0630  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0630
 EE0630                          STATION DESCRIPTION
 EE0630
 EE0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE0630'7.1 MI S FROM LINDALE.
 EE0630'ABOUT 7.1 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 EE0630'THE STATION AT LINDALE, FLOYD COUNTY, ABOUT 455 FEET NORTH OF
 EE0630'THE STATION SHED AT RELAY, AT THE SOUTH END OF A LONG CUT, 62
 EE0630'FEET WEST OF MILEPOST S 360, 35 FEET WEST OF THE WEST RAIL OF THE
 EE0630'MAIN TRACK, 21.7 FEET WEST OF THE WEST RAIL OF A SIDE TRACK,
 EE0630'23 FEET NORTH OF POLE E 60, IN THE SIDE OF A BANK, AND ABOUT
 EE0630'1-1/2 FEET HIGHER THAN THE TRACK.  SET IN THE TOP OF A CONCRETE
 EE0630'POST.  NOTE-- A WHITE WOODEN REFERENCE POST WAS SET 1 FOOT SOUTH
 EE0630'OF THE MARK AND THE MARK PROJECTS 2 INCHES.
 EE0630
 EE0630                          STATION RECOVERY (1972)
 EE0630
 EE0630'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0633 ***********************************************************************
 EE0633  DESIGNATION -  19 D 7
 EE0633  PID         -  EE0633
 EE0633  STATE/COUNTY-  GA/FLOYD
 EE0633  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0633
 EE0633                         *CURRENT SURVEY CONTROL
 EE0633  ___________________________________________________________________
 EE0633* NAD 83(1986)-  34 07 20.     (N)    085 11 09.     (W)     SCALED    
 EE0633* NAVD 88     -       250.770  (meters)     822.73   (feet)  ADJUSTED  
 EE0633  ___________________________________________________________________
 EE0633  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE0633  DYNAMIC HT  -         250.510 (meters)     821.88  (feet)  COMP
 EE0633  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 EE0633
 EE0633  VERT ORDER  -  FIRST     CLASS II
 EE0633
 EE0633.The horizontal coordinates were scaled from a topographic map and have
 EE0633.an estimated accuracy of +/- 6 seconds.
 EE0633
 EE0633.The orthometric height was determined by differential leveling
 EE0633.and adjusted by the National Geodetic Survey in June 1991..
 EE0633
 EE0633.The geoid height was determined by GEOID03.
 EE0633
 EE0633.The dynamic height is computed by dividing the NAVD 88
 EE0633.geopotential number by the normal gravity value computed on the
 EE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0633.degrees latitude (g = 980.6199 gals.).
 EE0633
 EE0633.The modeled gravity was interpolated from observed gravity values.
 EE0633
 EE0633;                    North         East    Units  Estimated Accuracy
 EE0633;SPC GA W     -   457,530.      605,990.      MT  (+/- 180 meters Scaled)
 EE0633
 EE0633                          SUPERSEDED SURVEY CONTROL
 EE0633
 EE0633  NGVD 29 (??/??/92)  250.705  (m)          822.52   (f) ADJ UNCH    1 2
 EE0633
 EE0633.Superseded values are not recommended for survey control.
 EE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0633.See file dsdata.txt to determine how the superseded data were derived.
 EE0633
 EE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC673771(NAD 83)
 EE0633_MARKER: DD = SURVEY DISK
 EE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0633_STAMPING: 19 D 7
 EE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0633+STABILITY: SURFACE MOTION
 EE0633
 EE0633  HISTORY     - Date     Condition        Report By
 EE0633  HISTORY     - UNK      MONUMENTED       GAGS
 EE0633  HISTORY     - 1947     MARK NOT FOUND   NGS
 EE0633  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0633
 EE0633                          STATION DESCRIPTION
 EE0633
 EE0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE0633'5.3 MI S FROM LINDALE.
 EE0633'ABOUT 5.3 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 EE0633'THE STATION AT LINDALE, FLOYD COUNTY, ABOUT 208 FEET SOUTH OF
 EE0633'THE SOUTH END OF THE STATION SHED AT REESEBURG, 57 FEET SOUTHEAST
 EE0633'OF POLE 361+30, 21.5 FEET EAST OF THE EAST RAIL, IN BUSHES, AND
 EE0633'ABOUT 1 FOOT HIGHER THAN THE TRACK.  SET IN THE TOP OF A CONCRETE
 EE0633'POST.
 EE0633
 EE0633                          STATION RECOVERY (1972)
 EE0633
 EE0633'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0636 ***********************************************************************
 EE0636  DESIGNATION -  19 D 8
 EE0636  PID         -  EE0636
 EE0636  STATE/COUNTY-  GA/FLOYD
 EE0636  USGS QUAD   -  ROME SOUTH (1985)
 EE0636
 EE0636                         *CURRENT SURVEY CONTROL
 EE0636  ___________________________________________________________________
 EE0636* NAD 83(1986)-  34 08 29.     (N)    085 10 24.     (W)     SCALED    
 EE0636* NAVD 88     -       232.630  (meters)     763.22   (feet)  ADJUSTED  
 EE0636  ___________________________________________________________________
 EE0636  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE0636  DYNAMIC HT  -         232.389 (meters)     762.43  (feet)  COMP
 EE0636  MODELED GRAV-     979,591.7   (mgal)                       NAVD 88
 EE0636
 EE0636  VERT ORDER  -  FIRST     CLASS II
 EE0636
 EE0636.The horizontal coordinates were scaled from a topographic map and have
 EE0636.an estimated accuracy of +/- 6 seconds.
 EE0636
 EE0636.The orthometric height was determined by differential leveling
 EE0636.and adjusted by the National Geodetic Survey in June 1991..
 EE0636
 EE0636.The geoid height was determined by GEOID03.
 EE0636
 EE0636.The dynamic height is computed by dividing the NAVD 88
 EE0636.geopotential number by the normal gravity value computed on the
 EE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0636.degrees latitude (g = 980.6199 gals.).
 EE0636
 EE0636.The modeled gravity was interpolated from observed gravity values.
 EE0636
 EE0636;                    North         East    Units  Estimated Accuracy
 EE0636;SPC GA W     -   459,640.      607,160.      MT  (+/- 180 meters Scaled)
 EE0636
 EE0636                          SUPERSEDED SURVEY CONTROL
 EE0636
 EE0636  NGVD 29 (??/??/92)  232.569  (m)          763.02   (f) ADJ UNCH    1 2
 EE0636
 EE0636.Superseded values are not recommended for survey control.
 EE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0636.See file dsdata.txt to determine how the superseded data were derived.
 EE0636
 EE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC684793(NAD 83)
 EE0636_MARKER: DD = SURVEY DISK
 EE0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0636_STAMPING: 19 D 8
 EE0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0636+STABILITY: SURFACE MOTION
 EE0636
 EE0636  HISTORY     - Date     Condition        Report By
 EE0636  HISTORY     - UNK      MONUMENTED       GAGS
 EE0636  HISTORY     - 1947     GOOD             NGS
 EE0636  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0636
 EE0636                          STATION DESCRIPTION
 EE0636
 EE0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE0636'4 MI S FROM LINDALE.
 EE0636'ABOUT 4.0 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 EE0636'THE STATION AT LINDALE, ABOUT 3.0 MILES NORTH OF THE FLAG STOP
 EE0636'STATION AT RELAY, ABOUT 0.2 MILE NORTH OF A DIRT ROAD CROSSING
 EE0636'WHICH IS NEAR A CEMETERY, ABOUT 13 1/4 RAILS NORTH OF MILE POST
 EE0636'363, 46 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE FIRST POLE
 EE0636'SOUTH OF POLE NO. E 17 - 363/5, 117 FEET SOUTH OF THE EAST END OF
 EE0636'AN 18-INCH TILE PIPE CULVERT, 7.3 FEET EAST OF THE EAST RAIL,
 EE0636'6 FEET WEST OF THE CENTER OF A DITCH, ON THE EAST SLOPE OF THE
 EE0636'RAILWAY FILL, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 EE0636'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE0636'2 INCHES.
 EE0636
 EE0636                          STATION RECOVERY (1972)
 EE0636
 EE0636'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0519 ***********************************************************************
 EE0519  DESIGNATION -  19 D 9
 EE0519  PID         -  EE0519
 EE0519  STATE/COUNTY-  GA/POLK
 EE0519  USGS QUAD   -  ROME SOUTH (1985)
 EE0519
 EE0519                         *CURRENT SURVEY CONTROL
 EE0519  ___________________________________________________________________
 EE0519* NAD 83(1986)-  34 09 59.     (N)    085 09 51.     (W)     SCALED    
 EE0519* NAVD 88     -       214.742  (meters)     704.53   (feet)  ADJUSTED  
 EE0519  ___________________________________________________________________
 EE0519  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE0519  DYNAMIC HT  -         214.519 (meters)     703.80  (feet)  COMP
 EE0519  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 EE0519
 EE0519  VERT ORDER  -  FIRST     CLASS II
 EE0519
 EE0519.The horizontal coordinates were scaled from a topographic map and have
 EE0519.an estimated accuracy of +/- 6 seconds.
 EE0519
 EE0519.The orthometric height was determined by differential leveling
 EE0519.and adjusted by the National Geodetic Survey in June 1991..
 EE0519
 EE0519.The geoid height was determined by GEOID03.
 EE0519
 EE0519.The dynamic height is computed by dividing the NAVD 88
 EE0519.geopotential number by the normal gravity value computed on the
 EE0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0519.degrees latitude (g = 980.6199 gals.).
 EE0519
 EE0519.The modeled gravity was interpolated from observed gravity values.
 EE0519
 EE0519;                    North         East    Units  Estimated Accuracy
 EE0519;SPC GA W     -   462,410.      608,030.      MT  (+/- 180 meters Scaled)
 EE0519
 EE0519                          SUPERSEDED SURVEY CONTROL
 EE0519
 EE0519  NGVD 29 (??/??/92)  214.685  (m)          704.35   (f) ADJ UNCH    1 2
 EE0519
 EE0519.Superseded values are not recommended for survey control.
 EE0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0519.See file dsdata.txt to determine how the superseded data were derived.
 EE0519
 EE0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC692821(NAD 83)
 EE0519_MARKER: DD = SURVEY DISK
 EE0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0519+STABILITY: SURFACE MOTION
 EE0519
 EE0519  HISTORY     - Date     Condition        Report By
 EE0519  HISTORY     - UNK      MONUMENTED       GAGS
 EE0519  HISTORY     - 1934     GOOD             NGS
 EE0519  HISTORY     - 1964     MARK NOT FOUND   GAGS
 EE0519
 EE0519                          STATION DESCRIPTION
 EE0519
 EE0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EE0519'AT CHAMBERS.
 EE0519'U.S.C. AND G.S. AND S.S. IS LOCATED AT CHAMBERS ALONG THE
 EE0519'SOUTHERN RAILWAY, 100 YARDS NORTH OF TRESTLE OF BRIDGE 86.3 H,
 EE0519'15 FEET NORTH OF OLD STATION OF CHALMERS WITH ROAD CROSSING BETWEEN
 EE0519'BENCH MARK AND STATION, 6 FEET EAST OF EAST RAIL OF MAIN TRACK.
 EE0519'STANDARD TABLET SET IN TOP OF CONCRETE POST NOT STAMPED.
 EE0519
 EE0519                          STATION RECOVERY (1964)
 EE0519
 EE0519'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1964
 EE0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7114 ***********************************************************************
 AB7114  DESIGNATION -  19 DRM
 AB7114  PID         -  AB7114
 AB7114  STATE/COUNTY-  GA/DOUGHERTY
 AB7114  USGS QUAD   -  ALBANY EAST (1988)
 AB7114
 AB7114                         *CURRENT SURVEY CONTROL
 AB7114  ___________________________________________________________________
 AB7114* NAD 83(1986)-  31 30 31.     (N)    084 02 16.     (W)     SCALED    
 AB7114* NAVD 88     -        71.842  (meters)     235.70   (feet)  ADJUSTED  
 AB7114  ___________________________________________________________________
 AB7114  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AB7114  DYNAMIC HT  -          71.755 (meters)     235.42  (feet)  COMP
 AB7114  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 AB7114
 AB7114  VERT ORDER  -  SECOND    CLASS II
 AB7114
 AB7114.The horizontal coordinates were scaled from a topographic map and have
 AB7114.an estimated accuracy of +/- 6 seconds.
 AB7114
 AB7114.The orthometric height was determined by differential leveling
 AB7114.and adjusted by the National Geodetic Survey in November 1996..
 AB7114
 AB7114.The geoid height was determined by GEOID03.
 AB7114
 AB7114.The dynamic height is computed by dividing the NAVD 88
 AB7114.geopotential number by the normal gravity value computed on the
 AB7114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7114.degrees latitude (g = 980.6199 gals.).
 AB7114
 AB7114.The modeled gravity was interpolated from observed gravity values.
 AB7114
 AB7114;                    North         East    Units  Estimated Accuracy
 AB7114;SPC GA W     -   167,240.      712,240.      MT  (+/- 180 meters Scaled)
 AB7114
 AB7114                          SUPERSEDED SURVEY CONTROL
 AB7114
 AB7114.No superseded survey control is available for this station.
 AB7114
 AB7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV813897(NAD 83)
 AB7114_MARKER: A = ALUMINUM MARKER
 AB7114_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7114_STAMPING: 19 DRM 1988
 AB7114_MARK LOGO: ALBDOU
 AB7114_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7114
 AB7114  HISTORY     - Date     Condition        Report By
 AB7114  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7114  HISTORY     - 19900301 GOOD             HOBBS
 AB7114
 AB7114                          STATION DESCRIPTION
 AB7114
 AB7114'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7114'MARK IS 8 MILES (12.9 KM) SE OF ALBANY.  FROM US 82 AT THE
 AB7114'WORTH/DOUGHERTY COUNTY LINE, GO SOUTH ON COUNTY LINE RD 3.25 MILES,
 AB7114'(5.23 KM) THENCE 2.4 MILES (3.9 KM) WEST ALONG SPRING FLATS ROAD TO
 AB7114'THE MARK ON THE LEFT AT A BLUE RANCH HOUSE AND LOCAL TOP OF HILL.  TO
 AB7114'REACH FROM SR 133 (MOULTRIE HWY) AND MOCK RD, GO 3.7 MILES (6.0 KM) SE
 AB7114'ON SR 133, BEAR OFF LEFT ON SPRING FLATS RD AND GO 0.65 MI (1.05 KM)
 AB7114'EAST ALONG SAME TO THE MARK ON THE RIGHT, 95 FT (29.0 M) WNW OF
 AB7114'POWERPOLE WITH TRANSFORMER, 18.8 FT (5.7 M) SOUTH OF C/L SPRING FLATS
 AB7114'RD, 89.2 FT (27.2 M) EAST OF C/L DIRT DRIVE FOR 2916 SPRING FLATS
 AB7114'ROAD, 1.0 FT (0.3 M) BELOW GROUND ATOP AN ALUMINUM ALLOY ROD IN CAST
 AB7114'IRON BOX, LID FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0018 ***********************************************************************
 CK0018  DESIGNATION -  190 USGS
 CK0018  PID         -  CK0018
 CK0018  STATE/COUNTY-  GA/EVANS
 CK0018  USGS QUAD   -  CLAXTON (1976)
 CK0018
 CK0018                         *CURRENT SURVEY CONTROL
 CK0018  ___________________________________________________________________
 CK0018* NAD 83(1986)-  32 09 20.     (N)    081 56 06.     (W)     SCALED    
 CK0018* NAVD 88     -        57.555  (meters)     188.83   (feet)  ADJUSTED  
 CK0018  ___________________________________________________________________
 CK0018  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK0018  DYNAMIC HT  -          57.488 (meters)     188.61  (feet)  COMP
 CK0018  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 CK0018
 CK0018  VERT ORDER  -  SECOND    CLASS 0
 CK0018
 CK0018.The horizontal coordinates were scaled from a topographic map and have
 CK0018.an estimated accuracy of +/- 6 seconds.
 CK0018
 CK0018.The orthometric height was determined by differential leveling
 CK0018.and adjusted by the National Geodetic Survey in June 1991..
 CK0018
 CK0018.The geoid height was determined by GEOID03.
 CK0018
 CK0018.The dynamic height is computed by dividing the NAVD 88
 CK0018.geopotential number by the normal gravity value computed on the
 CK0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0018.degrees latitude (g = 980.6199 gals.).
 CK0018
 CK0018.The modeled gravity was interpolated from observed gravity values.
 CK0018
 CK0018;                    North         East    Units  Estimated Accuracy
 CK0018;SPC GA E     -   238,990.      221,850.      MT  (+/- 180 meters Scaled)
 CK0018
 CK0018                          SUPERSEDED SURVEY CONTROL
 CK0018
 CK0018  NGVD 29 (??/??/92)   57.777  (m)          189.56   (f) ADJ UNCH    2 0
 CK0018
 CK0018.Superseded values are not recommended for survey control.
 CK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0018.See file dsdata.txt to determine how the superseded data were derived.
 CK0018
 CK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR118580(NAD 83)
 CK0018_MARKER: P = PIPE CAP
 CK0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0018_STAMPING: 190 1918
 CK0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0018
 CK0018  HISTORY     - Date     Condition        Report By
 CK0018  HISTORY     - 1918     MONUMENTED       USGS
 CK0018  HISTORY     - 1958     MARK NOT FOUND   DOD
 CK0018
 CK0018                          STATION DESCRIPTION
 CK0018
 CK0018'DESCRIBED BY US GEOLOGICAL SURVEY 1918
 CK0018'AT HAGAN.
 CK0018'AT HAGAN, EVANS COUNTY, 60 FEET WEST OF THE WEST SIDE OF THE
 CK0018'SEABOARD AIR LINE RAILROAD STATION, JUST WEST OF A ROAD CROSSING,
 CK0018'24 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1 FOOT WEST
 CK0018'OF A CROSSING SIGN, AND LEVEL WITH THE RAIL.  A UNITED STATES
 CK0018'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 190 1918 AND RIVETED ON
 CK0018'THE TOP OF A 3 1/2 INCH IRON PIPE.
 CK0018
 CK0018                          STATION RECOVERY (1958)
 CK0018
 CK0018'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CK0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0758 ***********************************************************************
 ED0758  DESIGNATION -  1914
 ED0758  PID         -  ED0758
 ED0758  STATE/COUNTY-  GA/TOWNS
 ED0758  USGS QUAD   -  MACEDONIA (1988)
 ED0758
 ED0758                         *CURRENT SURVEY CONTROL
 ED0758  ___________________________________________________________________
 ED0758* NAD 83(1986)-  34 55 18.     (N)    083 43 52.     (W)     SCALED    
 ED0758* NAVD 88     -       583.79   (+/-2cm)    1915.3    (feet)  VERTCON   
 ED0758  ___________________________________________________________________
 ED0758  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 ED0758
 ED0758  VERT ORDER  -  ? (See Below)
 ED0758
 ED0758.The horizontal coordinates were scaled from a topographic map and have
 ED0758.an estimated accuracy of +/- 6 seconds.
 ED0758
 ED0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0758.The vertical order pertains to the NGVD 29 superseded value.
 ED0758
 ED0758.The geoid height was determined by GEOID03.
 ED0758
 ED0758;                    North         East    Units  Estimated Accuracy
 ED0758;SPC GA W     -   545,820.      739,800.      MT  (+/- 180 meters Scaled)
 ED0758
 ED0758                          SUPERSEDED SURVEY CONTROL
 ED0758
 ED0758  NGVD 29 (??/??/92)  583.785  (m)         1915.30   (f) ADJ UNCH    ?  
 ED0758
 ED0758.Superseded values are not recommended for survey control.
 ED0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0758.See file dsdata.txt to determine how the superseded data were derived.
 ED0758
 ED0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU505677(NAD 83)
 ED0758_MARKER: DD = SURVEY DISK
 ED0758_SETTING: 66 = SET IN ROCK OUTCROP
 ED0758_SP_SET: ROCK LEDGE
 ED0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED0758+STABILITY: POSITION/ELEVATION WELL
 ED0758
 ED0758  HISTORY     - Date     Condition        Report By
 ED0758  HISTORY     - UNK      MONUMENTED       CGS
 ED0758  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0758
 ED0758                          STATION DESCRIPTION
 ED0758
 ED0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0758'2.2 MI SE FROM HIAWASSEE.
 ED0758'THE SITE IS NOW REACHED BY NO. 76 U.S. HIGHWAY FOR 2.2 MILES SE FROM
 ED0758'THE TOWN SQUARE IN HIAWASSEE, THENCE ON AN EARTH ROAD ESE FOR 0.15
 ED0758'MILE TO THE OLD BRIDGE SITE WHICH IS 0.15 MILE E OR UPSTREAM FROM
 ED0758'THE NEW BRIDGE.  NO EVIDENCE OF THE MARK WAS FOUND.  EVIDENTLY IT
 ED0758'IS COVERED BY A WIDENED FILL AND SILT.  2.4 MILES SOUTHEAST ALONG
 ED0758'STATE HIGHWAY 2 FROM THE POST OFFICE AT HIAWASSEE, TOWNS COUNTY,
 ED0758'AT THE SOUTHEAST CORNER OF THE JUNCTION OF STATE HIGHWAY 75, 110
 ED0758'FEET NORTH OF THE HIAWASSEE RIVER BRIDGE (ON STATE HIGHWAY 75),
 ED0758'11 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 2, AND IN A
 ED0758'LEDGE OF ROCK ABOUT 8 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 ED0758'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1914 ATLANTA.  NOTE--
 ED0758'IN NOVEMBER 1934, IT WAS REPORTED THAT THE DISK HAS BEEN DEFACED
 ED0758'SO THAT THE 1914 IS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0749 ***********************************************************************
 ED0749  DESIGNATION -  1928
 ED0749  PID         -  ED0749
 ED0749  STATE/COUNTY-  GA/TOWNS
 ED0749  USGS QUAD   -  HIAWASSEE (1988)
 ED0749
 ED0749                         *CURRENT SURVEY CONTROL
 ED0749  ___________________________________________________________________
 ED0749* NAD 83(1986)-  34 55 58.     (N)    083 50 49.     (W)     SCALED    
 ED0749* NAVD 88     -       588.096  (meters)    1929.44   (feet)  ADJUSTED  
 ED0749  ___________________________________________________________________
 ED0749  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ED0749  DYNAMIC HT  -         587.469 (meters)    1927.39  (feet)  COMP
 ED0749  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 ED0749
 ED0749  VERT ORDER  -  SECOND    CLASS 0
 ED0749
 ED0749.The horizontal coordinates were scaled from a topographic map and have
 ED0749.an estimated accuracy of +/- 6 seconds.
 ED0749
 ED0749.The orthometric height was determined by differential leveling
 ED0749.and adjusted by the National Geodetic Survey in June 1991..
 ED0749
 ED0749.The geoid height was determined by GEOID03.
 ED0749
 ED0749.The dynamic height is computed by dividing the NAVD 88
 ED0749.geopotential number by the normal gravity value computed on the
 ED0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0749.degrees latitude (g = 980.6199 gals.).
 ED0749
 ED0749.The modeled gravity was interpolated from observed gravity values.
 ED0749
 ED0749;                    North         East    Units  Estimated Accuracy
 ED0749;SPC GA W     -   547,010.      729,210.      MT  (+/- 180 meters Scaled)
 ED0749
 ED0749                          SUPERSEDED SURVEY CONTROL
 ED0749
 ED0749  NGVD 29 (??/??/92)  588.080  (m)         1929.39   (f) ADJ UNCH    2 0
 ED0749
 ED0749.Superseded values are not recommended for survey control.
 ED0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0749.See file dsdata.txt to determine how the superseded data were derived.
 ED0749
 ED0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU399692(NAD 83)
 ED0749_MARKER: DD = SURVEY DISK
 ED0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0749_SP_SET: BUILDING
 ED0749_STAMPING: 1929.392 1928 ATLANTA
 ED0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED0749+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2001
 ED0749
 ED0749  HISTORY     - Date     Condition        Report By
 ED0749  HISTORY     - 1928     MONUMENTED       USGS
 ED0749  HISTORY     - 1956     GOOD             NGS
 ED0749  HISTORY     - 20010215 GOOD             GADT
 ED0749
 ED0749                          STATION DESCRIPTION
 ED0749
 ED0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0749'NEAR YOUNG HARRIS.
 ED0749'AT YOUNG HARRIS, TOWNS COUNTY, IN THE FRONT WALL OF THE MAIN BODY
 ED0749'OF SUSAN D. HARRIS CHAPEL, 8.0 FEET W OF THE SE CORNER, AND 4.3
 ED0749'FEET ABOVE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK IS
 ED0749'SET FACE-VERTICAL IN THE BRICK WALL.
 ED0749
 ED0749                          STATION RECOVERY (2001)
 ED0749
 ED0749'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0755 ***********************************************************************
 ED0755  DESIGNATION -  1984
 ED0755  PID         -  ED0755
 ED0755  STATE/COUNTY-  GA/TOWNS
 ED0755  USGS QUAD   -  HIAWASSEE (1988)
 ED0755
 ED0755                         *CURRENT SURVEY CONTROL
 ED0755  ___________________________________________________________________
 ED0755* NAD 83(1986)-  34 56 49.     (N)    083 45 27.     (W)     SCALED    
 ED0755* NAVD 88     -       604.900  (meters)    1984.58   (feet)  ADJUSTED  
 ED0755  ___________________________________________________________________
 ED0755  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 ED0755  DYNAMIC HT  -         604.263 (meters)    1982.49  (feet)  COMP
 ED0755  MODELED GRAV-     979,560.2   (mgal)                       NAVD 88
 ED0755
 ED0755  VERT ORDER  -  SECOND    CLASS 0
 ED0755
 ED0755.The horizontal coordinates were scaled from a topographic map and have
 ED0755.an estimated accuracy of +/- 6 seconds.
 ED0755
 ED0755.The orthometric height was determined by differential leveling
 ED0755.and adjusted by the National Geodetic Survey in June 1991..
 ED0755
 ED0755.The geoid height was determined by GEOID03.
 ED0755
 ED0755.The dynamic height is computed by dividing the NAVD 88
 ED0755.geopotential number by the normal gravity value computed on the
 ED0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0755.degrees latitude (g = 980.6199 gals.).
 ED0755
 ED0755.The modeled gravity was interpolated from observed gravity values.
 ED0755
 ED0755;                    North         East    Units  Estimated Accuracy
 ED0755;SPC GA W     -   548,620.      737,370.      MT  (+/- 180 meters Scaled)
 ED0755
 ED0755                          SUPERSEDED SURVEY CONTROL
 ED0755
 ED0755  NGVD 29 (??/??/92)  604.898  (m)         1984.57   (f) ADJ UNCH    2 0
 ED0755
 ED0755.Superseded values are not recommended for survey control.
 ED0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0755.See file dsdata.txt to determine how the superseded data were derived.
 ED0755
 ED0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU481706(NAD 83)
 ED0755_MARKER: DD = SURVEY DISK
 ED0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0755_SP_SET: BUILDING
 ED0755_STAMPING: 1984.570 1984 ATLANTA
 ED0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0755
 ED0755  HISTORY     - Date     Condition        Report By
 ED0755  HISTORY     - UNK      MONUMENTED       USGS
 ED0755  HISTORY     - 1956     GOOD             NGS
 ED0755  HISTORY     - 20010215 MARK NOT FOUND   GADT
 ED0755
 ED0755                          STATION DESCRIPTION
 ED0755
 ED0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0755'NEAR HIAWASSEE.
 ED0755'AT HIAWASSEE, TOWNS COUNTY, DIAGONALLY ACROSS THE STREET
 ED0755'INTERSECTION FROM THE S CORNER OF THE TOWN SQUARE, 9 FEET NW OF
 ED0755'THE CENTER OF THE ENTRANCE DOORWAY OF THE RED BRICK COURTHOUSE,
 ED0755'1.0 FEET SE OF THE N CORNER OF SAME, AND 4 FEET ABOVE THE GROUND.
 ED0755'A U.S. GEOLOGICAL SURVEY STANDARD DISK SET FACE-VERTICAL IN THE
 ED0755'WALL.
 ED0755
 ED0755                          STATION RECOVERY (2001)
 ED0755
 ED0755'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED0755'THIS MARK WAS NOT FOUND. IT IS BELIEVED TO BE DESTROYED BECAUSE WE
 ED0755'FOUND ANOTHER MARK 'TC GA-1' AND IN IT'S DESCRIPTION IT IS MENTIONED
 ED0755''TC GA-1 REPLACES 1984 ATLANTA WHICH WAS DESTROYED WHEN OLD COURTHOUSE
 ED0755'WAS TORN DOWN 5/1964'. TC GA-1 IS A TVA BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2646 ***********************************************************************
 CL2646  DESIGNATION -  1B 5 GAGS 1935
 CL2646  PID         -  CL2646
 CL2646  STATE/COUNTY-  GA/TWIGGS
 CL2646  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL2646
 CL2646                         *CURRENT SURVEY CONTROL
 CL2646  ___________________________________________________________________
 CL2646* NAD 83(1994)-  32 37 55.65030(N)    083 30 38.78722(W)     ADJUSTED  
 CL2646* NAVD 88     -       109.36   (+/-2cm)     358.8    (feet)  VERTCON   
 CL2646  ___________________________________________________________________
 CL2646  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CL2646  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CL2646
 CL2646  HORZ ORDER  -  THIRD
 CL2646  VERT ORDER  -  THIRD ? (See Below)
 CL2646
 CL2646.The horizontal coordinates were established by classical geodetic methods
 CL2646.and adjusted by the National Geodetic Survey in September 1997..
 CL2646
 CL2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2646.The vertical order pertains to the NGVD 29 superseded value.
 CL2646
 CL2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2646
 CL2646.The geoid height was determined by GEOID03.
 CL2646
 CL2646;                    North         East     Units Scale Factor Converg.
 CL2646;SPC GA W     -   291,997.651   761,542.774   MT  0.99994669   +0 21 13.3
 CL2646;SPC GA W     -   957,995.63  2,498,494.92   sFT  0.99994669   +0 21 13.3
 CL2646;UTM  17      - 3,613,289.603   264,453.642   MT  1.00028420   -1 21 16.3
 CL2646
 CL2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2646!SPC GA W     -   0.99998710  x   0.99994669  =   0.99993379
 CL2646!UTM  17      -   0.99998710  x   1.00028420  =   1.00027130
 CL2646
 CL2646:                Primary Azimuth Mark                     Grid Az
 CL2646:SPC GA W     -  1B 6 GAGS 1935                           100 35 25.2
 CL2646:UTM  17      -  1B 6 GAGS 1935                           102 17 54.8
 CL2646
 CL2646|---------------------------------------------------------------------|
 CL2646| PID    Reference Object                     Distance      Geod. Az  |
 CL2646|                                                           dddmmss.s |
 CL2646| CL2415 1B 6 GAGS 1935                      APPROX. 1.1 KM 1005638.5 |
 CL2646|---------------------------------------------------------------------|
 CL2646
 CL2646                          SUPERSEDED SURVEY CONTROL
 CL2646
 CL2646  NAD 83(1986)-  32 37 55.65497(N)    083 30 38.78499(W) AD(       ) 3
 CL2646  NAD 27      -  32 37 55.13700(N)    083 30 39.13100(W) AD(       ) 3
 CL2646  NGVD 29 (07/19/86)  109.51   (m)          359.3    (f) LEVELING    3  
 CL2646
 CL2646.Superseded values are not recommended for survey control.
 CL2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2646.See file dsdata.txt to determine how the superseded data were derived.
 CL2646
 CL2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6445413290(NAD 83)
 CL2646_MARKER: DD = SURVEY DISK
 CL2646_SETTING: 0 = UNSPECIFIED SETTING
 CL2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL2646
 CL2646  HISTORY     - Date     Condition        Report By
 CL2646  HISTORY     - 1935     MONUMENTED       GAGS
 CL2646
 CL2646                          STATION DESCRIPTION
 CL2646
 CL2646'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 CL2646'ABOUT 11.05 MILES WEST-SOUTHWEST OF JEFFERSONVILLE, 10.45 MILES WEST
 CL2646'OF DUBLIN HIGHWAY, 0.8 MILE WEST OF COCHRAN SHORT ROUTE, 945 FEET
 CL2646'EAST OF CROSS ROAD, 40 FEET WEST OF SOUTHWEST CORNER OF CULTIVATED
 CL2646'FIELD, 38.5 FEET SOUTH-SOUTHWEST OF 8-INCH PINE TREE, 29.3 FEET
 CL2646'EAST-SOUTHEAST OF 10-INCH PINE TREE AND 24 FEET NORTH OF CENTER LINE
 CL2646'OF ROAD TO CENTRAL OF GEORGIA RAILWAY STATION AT BULLARD.  MARK IS
 CL2646'A STATE SURVEY STANDARD DISK, FLUSH WITH THE GROUND.  1B-6
 CL2646'(GA.GEOD.S.) (SEE DESCRIPTION THEREOF) IS 3541 FEET FROM STATION
 CL2646'S 79 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2415 ***********************************************************************
 CL2415  DESIGNATION -  1B 6 GAGS 1935
 CL2415  PID         -  CL2415
 CL2415  STATE/COUNTY-  GA/TWIGGS
 CL2415  USGS QUAD   -  MARION (1985)
 CL2415
 CL2415                         *CURRENT SURVEY CONTROL
 CL2415  ___________________________________________________________________
 CL2415* NAD 83(1994)-  32 37 48.99584(N)    083 29 58.12959(W)     ADJUSTED  
 CL2415* NAVD 88     -       112.08   (+/-2cm)     367.7    (feet)  VERTCON   
 CL2415  ___________________________________________________________________
 CL2415  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CL2415  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CL2415
 CL2415  HORZ ORDER  -  THIRD
 CL2415  VERT ORDER  -  THIRD ? (See Below)
 CL2415
 CL2415.The horizontal coordinates were established by classical geodetic methods
 CL2415.and adjusted by the National Geodetic Survey in September 1997..
 CL2415
 CL2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2415.The vertical order pertains to the NGVD 29 superseded value.
 CL2415
 CL2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2415
 CL2415.The geoid height was determined by GEOID03.
 CL2415
 CL2415;                    North         East     Units Scale Factor Converg.
 CL2415;SPC GA W     -   291,799.274   762,603.783   MT  0.99994831   +0 21 35.2
 CL2415;SPC GA W     -   957,344.78  2,501,975.91   sFT  0.99994831   +0 21 35.2
 CL2415;UTM  17      - 3,613,059.609   265,508.619   MT  1.00027808   -1 20 54.1
 CL2415
 CL2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2415!SPC GA W     -   0.99998668  x   0.99994831  =   0.99993499
 CL2415!UTM  17      -   0.99998668  x   1.00027808  =   1.00026475
 CL2415
 CL2415:                Primary Azimuth Mark                     Grid Az
 CL2415:SPC GA W     -  NAPIER                                   320 21 53.6
 CL2415:UTM  17      -  NAPIER                                   322 04 22.9
 CL2415
 CL2415|---------------------------------------------------------------------|
 CL2415| PID    Reference Object                     Distance      Geod. Az  |
 CL2415|                                                           dddmmss.s |
 CL2415| CL2647 NAPIER                              APPROX. 3.1 KM 3204328.8 |
 CL2415|---------------------------------------------------------------------|
 CL2415
 CL2415                          SUPERSEDED SURVEY CONTROL
 CL2415
 CL2415  NAD 83(1986)-  32 37 49.00054(N)    083 29 58.12735(W) AD(       ) 3
 CL2415  NAD 27      -  32 37 48.48300(N)    083 29 58.47400(W) AD(       ) 3
 CL2415  NGVD 29 (07/19/86)  112.23   (m)          368.2    (f) LEVELING    3  
 CL2415
 CL2415.Superseded values are not recommended for survey control.
 CL2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2415.See file dsdata.txt to determine how the superseded data were derived.
 CL2415
 CL2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6550913060(NAD 83)
 CL2415_MARKER: DD = SURVEY DISK
 CL2415_SETTING: 0 = UNSPECIFIED SETTING
 CL2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL2415
 CL2415  HISTORY     - Date     Condition        Report By
 CL2415  HISTORY     - 1935     MONUMENTED       GAGS
 CL2415
 CL2415                          STATION DESCRIPTION
 CL2415
 CL2415'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 CL2415'ABOUT 10.5 MILES WEST-SOUTHWEST OF JEFFERSONVILLE, 9.9 MILES WEST
 CL2415'OF DUBLIN HIGHWAY, 736 FEET EAST OF 5-ROOM WHITE HOUSE, 700 FEET
 CL2415'WEST OF CENTER LINE OF COCHRAN SHORT ROUTE AT BULLARD, 61 FEET
 CL2415'NORTH OF CENTER LINE OF WOODS ROAD, 41.2 FEET NORTH OF 24-INCH
 CL2415'WHITE OAK AND 21 FEET SOUTH OF CENTER LINE OF ROAD LEADING TO
 CL2415'CENTRAL OF GEORGIA RAILWAY STATION AT BULLARD.  STATION IS A STATE
 CL2415'SURVEY STANDARD DISK SET FLUSH WITH GROUND. 1B-5 (GA.GEOD.S.) (SEE
 CL2415'DESCRIPTION THEREOF) IS 3541 FEET FROM STATION, N 79 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0118 ***********************************************************************
 CM0118  DESIGNATION -  2 B 11
 CM0118  PID         -  CM0118
 CM0118  STATE/COUNTY-  GA/CRAWFORD
 CM0118  USGS QUAD   -  ROBERTA (1985)
 CM0118
 CM0118                         *CURRENT SURVEY CONTROL
 CM0118  ___________________________________________________________________
 CM0118* NAD 83(1986)-  32 39 05.     (N)    084 00 58.     (W)     SCALED    
 CM0118* NAVD 88     -       109.768  (meters)     360.13   (feet)  ADJUSTED  
 CM0118  ___________________________________________________________________
 CM0118  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CM0118  DYNAMIC HT  -         109.647 (meters)     359.73  (feet)  COMP
 CM0118  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CM0118
 CM0118  VERT ORDER  -  SECOND    CLASS 0
 CM0118
 CM0118.The horizontal coordinates were scaled from a topographic map and have
 CM0118.an estimated accuracy of +/- 6 seconds.
 CM0118
 CM0118.The orthometric height was determined by differential leveling
 CM0118.and adjusted by the National Geodetic Survey in June 1991..
 CM0118
 CM0118.The geoid height was determined by GEOID03.
 CM0118
 CM0118.The dynamic height is computed by dividing the NAVD 88
 CM0118.geopotential number by the normal gravity value computed on the
 CM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0118.degrees latitude (g = 980.6199 gals.).
 CM0118
 CM0118.The modeled gravity was interpolated from observed gravity values.
 CM0118
 CM0118;                    North         East    Units  Estimated Accuracy
 CM0118;SPC GA W     -   293,950.      714,120.      MT  (+/- 180 meters Scaled)
 CM0118
 CM0118                          SUPERSEDED SURVEY CONTROL
 CM0118
 CM0118  NGVD 29 (??/??/92)  109.861  (m)          360.44   (f) ADJ UNCH    2 0
 CM0118
 CM0118.Superseded values are not recommended for survey control.
 CM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0118.See file dsdata.txt to determine how the superseded data were derived.
 CM0118
 CM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB798165(NAD 83)
 CM0118_MARKER: DB = BENCH MARK DISK
 CM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0118_STAMPING: 2 B 11 360.436
 CM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0118+STABILITY: SURFACE MOTION
 CM0118
 CM0118  HISTORY     - Date     Condition        Report By
 CM0118  HISTORY     - UNK      MONUMENTED       GAGS
 CM0118  HISTORY     - 1954     GOOD             NGS
 CM0118
 CM0118                          STATION DESCRIPTION
 CM0118
 CM0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0118'5.1 MI SE FROM ROBERTA.
 CM0118'REVISED DESCRIPTION-- 5.1 MILES SOUTHEAST ALONG THE SOUTHERN
 CM0118'RAILWAY FROM THE STATION AT ROBERTA, 0.3 MILE SOUTH OF HAMMETT, 350
 CM0118'FEET NORTH OF MILEPOST 94, 35 FEET NORTHEAST OF THE SECOND POLE
 CM0118'NORTH OF THE MILEPOST, AT THE NORTH EDGE OF A PINE GROVE, 8 FEET
 CM0118'WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0116 ***********************************************************************
 CM0116  DESIGNATION -  2 B 14
 CM0116  PID         -  CM0116
 CM0116  STATE/COUNTY-  GA/CRAWFORD
 CM0116  USGS QUAD   -  ROBERTA (1985)
 CM0116
 CM0116                         *CURRENT SURVEY CONTROL
 CM0116  ___________________________________________________________________
 CM0116* NAD 83(1986)-  32 40 45.     (N)    084 00 18.     (W)     SCALED    
 CM0116* NAVD 88     -       132.377  (meters)     434.31   (feet)  ADJUSTED  
 CM0116  ___________________________________________________________________
 CM0116  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CM0116  DYNAMIC HT  -         132.230 (meters)     433.82  (feet)  COMP
 CM0116  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 CM0116
 CM0116  VERT ORDER  -  SECOND    CLASS 0
 CM0116
 CM0116.The horizontal coordinates were scaled from a topographic map and have
 CM0116.an estimated accuracy of +/- 6 seconds.
 CM0116
 CM0116.The orthometric height was determined by differential leveling
 CM0116.and adjusted by the National Geodetic Survey in June 1991..
 CM0116
 CM0116.The geoid height was determined by GEOID03.
 CM0116
 CM0116.The dynamic height is computed by dividing the NAVD 88
 CM0116.geopotential number by the normal gravity value computed on the
 CM0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0116.degrees latitude (g = 980.6199 gals.).
 CM0116
 CM0116.The modeled gravity was interpolated from observed gravity values.
 CM0116
 CM0116;                    North         East    Units  Estimated Accuracy
 CM0116;SPC GA W     -   297,040.      715,160.      MT  (+/- 180 meters Scaled)
 CM0116
 CM0116                          SUPERSEDED SURVEY CONTROL
 CM0116
 CM0116  NGVD 29 (??/??/92)  132.467  (m)          434.60   (f) ADJ UNCH    2 0
 CM0116
 CM0116.Superseded values are not recommended for survey control.
 CM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0116.See file dsdata.txt to determine how the superseded data were derived.
 CM0116
 CM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB808196(NAD 83)
 CM0116_MARKER: DD = SURVEY DISK
 CM0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0116_STAMPING: 2 B 14
 CM0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0116+STABILITY: SURFACE MOTION
 CM0116
 CM0116  HISTORY     - Date     Condition        Report By
 CM0116  HISTORY     - UNK      MONUMENTED       GAGS
 CM0116  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0116
 CM0116                          STATION DESCRIPTION
 CM0116
 CM0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0116'2.8 MI SE FROM ROBERTA.
 CM0116'STATE HIGHWAY 7 HAS BEEN RE-ROUTED AT THIS POINT AND IS 0.15 MILE
 CM0116'SOUTH OF ITS ORIGINAL LOCATION.  THE OLD ROADBED HAS GROWN UP IN
 CM0116'TREES AND IS NOT VERY PLAIN, THE WHISTLE POST HAS BEEN TAKEN DOWN
 CM0116'AND THERE IS NOTHING DEFINITE TO MEASURE FROM.  2.8 MILES SOUTHEAST
 CM0116'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT ROBERTA, CRAWFORD
 CM0116'COUNTY, ABOUT 800 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 7, 2
 CM0116'FEET EAST OF A WHISTLE POST, AND 13 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0114 ***********************************************************************
 CM0114  DESIGNATION -  2 B 16
 CM0114  PID         -  CM0114
 CM0114  STATE/COUNTY-  GA/CRAWFORD
 CM0114  USGS QUAD   -  ROBERTA (1985)
 CM0114
 CM0114                         *CURRENT SURVEY CONTROL
 CM0114  ___________________________________________________________________
 CM0114* NAD 83(1986)-  32 43 11.     (N)    084 00 38.     (W)     SCALED    
 CM0114* NAVD 88     -       150.373  (meters)     493.35   (feet)  ADJUSTED  
 CM0114  ___________________________________________________________________
 CM0114  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CM0114  DYNAMIC HT  -         150.205 (meters)     492.80  (feet)  COMP
 CM0114  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CM0114
 CM0114  VERT ORDER  -  SECOND    CLASS 0
 CM0114
 CM0114.The horizontal coordinates were scaled from a topographic map and have
 CM0114.an estimated accuracy of +/- 6 seconds.
 CM0114
 CM0114.The orthometric height was determined by differential leveling
 CM0114.and adjusted by the National Geodetic Survey in June 1991..
 CM0114
 CM0114.The geoid height was determined by GEOID03.
 CM0114
 CM0114.The dynamic height is computed by dividing the NAVD 88
 CM0114.geopotential number by the normal gravity value computed on the
 CM0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0114.degrees latitude (g = 980.6199 gals.).
 CM0114
 CM0114.The modeled gravity was interpolated from observed gravity values.
 CM0114
 CM0114;                    North         East    Units  Estimated Accuracy
 CM0114;SPC GA W     -   301,530.      714,630.      MT  (+/- 180 meters Scaled)
 CM0114
 CM0114                          SUPERSEDED SURVEY CONTROL
 CM0114
 CM0114  NGVD 29 (??/??/92)  150.458  (m)          493.63   (f) ADJ UNCH    2 0
 CM0114
 CM0114.Superseded values are not recommended for survey control.
 CM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0114.See file dsdata.txt to determine how the superseded data were derived.
 CM0114
 CM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB801241(NAD 83)
 CM0114_MARKER: DD = SURVEY DISK
 CM0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0114_STAMPING: 2 B 16
 CM0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0114+STABILITY: SURFACE MOTION
 CM0114
 CM0114  HISTORY     - Date     Condition        Report By
 CM0114  HISTORY     - UNK      MONUMENTED       GAGS
 CM0114  HISTORY     - 1954     GOOD             NGS
 CM0114
 CM0114                          STATION DESCRIPTION
 CM0114
 CM0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0114'AT ROBERTA.
 CM0114'REVISED DESCRIPTION-- AT ROBERTA, ON THE SOUTHERN RAILWAY, 147 FEET
 CM0114'SOUTH OF THE SOUTHWEST CORNER OF THE NEW STATION, 70.2 FEET
 CM0114'NORTHWEST OF THE NORTHWEST CORNER OF A RED-BRICK BUILDING, 6.6
 CM0114'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.8 FEET WEST OF THE
 CM0114'WEST RAIL OF A SIDE TRACK, AND 0.5 FOOT BELOW THE SURFACE OF THE
 CM0114'GROUND.  NOTE-- IT WAS REPORTED IN 1937 THAT THIS MARK HAS BEEN
 CM0114'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0112 ***********************************************************************
 CM0112  DESIGNATION -  2 B 17
 CM0112  PID         -  CM0112
 CM0112  STATE/COUNTY-  GA/CRAWFORD
 CM0112  USGS QUAD   -  ROBERTA (1985)
 CM0112
 CM0112                         *CURRENT SURVEY CONTROL
 CM0112  ___________________________________________________________________
 CM0112* NAD 83(1986)-  32 44 13.     (N)    084 00 58.     (W)     SCALED    
 CM0112* NAVD 88     -       174.497  (meters)     572.50   (feet)  ADJUSTED  
 CM0112  ___________________________________________________________________
 CM0112  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CM0112  DYNAMIC HT  -         174.303 (meters)     571.86  (feet)  COMP
 CM0112  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CM0112
 CM0112  VERT ORDER  -  SECOND    CLASS 0
 CM0112
 CM0112.The horizontal coordinates were scaled from a topographic map and have
 CM0112.an estimated accuracy of +/- 6 seconds.
 CM0112
 CM0112.The orthometric height was determined by differential leveling
 CM0112.and adjusted by the National Geodetic Survey in June 1991..
 CM0112
 CM0112.The geoid height was determined by GEOID03.
 CM0112
 CM0112.The dynamic height is computed by dividing the NAVD 88
 CM0112.geopotential number by the normal gravity value computed on the
 CM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0112.degrees latitude (g = 980.6199 gals.).
 CM0112
 CM0112.The modeled gravity was interpolated from observed gravity values.
 CM0112
 CM0112;                    North         East    Units  Estimated Accuracy
 CM0112;SPC GA W     -   303,440.      714,110.      MT  (+/- 180 meters Scaled)
 CM0112
 CM0112                          SUPERSEDED SURVEY CONTROL
 CM0112
 CM0112  NGVD 29 (??/??/92)  174.578  (m)          572.76   (f) ADJ UNCH    2 0
 CM0112
 CM0112.Superseded values are not recommended for survey control.
 CM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0112.See file dsdata.txt to determine how the superseded data were derived.
 CM0112
 CM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB796260(NAD 83)
 CM0112_MARKER: DD = SURVEY DISK
 CM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0112_STAMPING: 2 B 17
 CM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0112+STABILITY: SURFACE MOTION
 CM0112
 CM0112  HISTORY     - Date     Condition        Report By
 CM0112  HISTORY     - UNK      MONUMENTED       GAGS
 CM0112  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0112
 CM0112                          STATION DESCRIPTION
 CM0112
 CM0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0112'1.2 MI N FROM ROBERTA.
 CM0112'THE WHISTLE POST AND TENANT HOUSE MENTIONED IN THE ORIGINAL
 CM0112'DESCRIPTION ARE GONE.  1.2 MILES NORTH ALONG THE SOUTHERN RAILWAY
 CM0112'FROM THE STATION AT ROBERTA, CRAWFORD COUNTY, 0.3 MILE NORTH OF THE
 CM0112'STATION ONE MILE SIGN, ABOUT 545 FEET SOUTH OF A WHISTLE POST,
 CM0112'OPPOSITE A TENANT HOUSE, 22 FEET EAST OF THE CENTERLINE OF STATE
 CM0112'HIGHWAY 7, AND 14 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0111 ***********************************************************************
 CM0111  DESIGNATION -  2 B 18
 CM0111  PID         -  CM0111
 CM0111  STATE/COUNTY-  GA/CRAWFORD
 CM0111  USGS QUAD   -  ROBERTA (1985)
 CM0111
 CM0111                         *CURRENT SURVEY CONTROL
 CM0111  ___________________________________________________________________
 CM0111* NAD 83(1986)-  32 44 30.     (N)    084 00 55.     (W)     SCALED    
 CM0111* NAVD 88     -       180.769  (meters)     593.07   (feet)  ADJUSTED  
 CM0111  ___________________________________________________________________
 CM0111  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CM0111  DYNAMIC HT  -         180.568 (meters)     592.41  (feet)  COMP
 CM0111  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CM0111
 CM0111  VERT ORDER  -  SECOND    CLASS 0
 CM0111
 CM0111.The horizontal coordinates were scaled from a topographic map and have
 CM0111.an estimated accuracy of +/- 6 seconds.
 CM0111
 CM0111.The orthometric height was determined by differential leveling
 CM0111.and adjusted by the National Geodetic Survey in June 1991..
 CM0111
 CM0111.The geoid height was determined by GEOID03.
 CM0111
 CM0111.The dynamic height is computed by dividing the NAVD 88
 CM0111.geopotential number by the normal gravity value computed on the
 CM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0111.degrees latitude (g = 980.6199 gals.).
 CM0111
 CM0111.The modeled gravity was interpolated from observed gravity values.
 CM0111
 CM0111;                    North         East    Units  Estimated Accuracy
 CM0111;SPC GA W     -   303,970.      714,190.      MT  (+/- 180 meters Scaled)
 CM0111
 CM0111                          SUPERSEDED SURVEY CONTROL
 CM0111
 CM0111  NGVD 29 (??/??/92)  180.848  (m)          593.33   (f) ADJ UNCH    2 0
 CM0111
 CM0111.Superseded values are not recommended for survey control.
 CM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0111.See file dsdata.txt to determine how the superseded data were derived.
 CM0111
 CM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB796265(NAD 83)
 CM0111_MARKER: DD = SURVEY DISK
 CM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0111_STAMPING: 2 B 18 593.332
 CM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0111+STABILITY: SURFACE MOTION
 CM0111
 CM0111  HISTORY     - Date     Condition        Report By
 CM0111  HISTORY     - UNK      MONUMENTED       GAGS
 CM0111  HISTORY     - 1954     GOOD             NGS
 CM0111
 CM0111                          STATION DESCRIPTION
 CM0111
 CM0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0111'1.6 MI N FROM ROBERTA.
 CM0111'1.6 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CM0111'ROBERTA, CRAWFORD COUNTY, 0.3 MILE SOUTH OF MILEPOST 87, ABOUT 200
 CM0111'FEET SOUTH OF A FARM-ROAD CROSSING, 36 FEET SOUTH OF THE SECOND
 CM0111'POLE SOUTH OF THE CROSSING, 20 FEET EAST OF THE CENTERLINE OF STATE
 CM0111'HIGHWAY 7, AND 17 FEET WEST OF THE WEST RAIL.  A STATE SURVEY
 CM0111'STANDARD DISK, STAMPED 2 B 18 593.332 AND SET IN THE TOP OF A
 CM0111'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0110 ***********************************************************************
 CM0110  DESIGNATION -  2 B 19
 CM0110  PID         -  CM0110
 CM0110  STATE/COUNTY-  GA/CRAWFORD
 CM0110  USGS QUAD   -  CULLODEN (1974)
 CM0110
 CM0110                         *CURRENT SURVEY CONTROL
 CM0110  ___________________________________________________________________
 CM0110* NAD 83(1986)-  32 46 03.     (N)    084 00 43.     (W)     SCALED    
 CM0110* NAVD 88     -       190.207  (meters)     624.04   (feet)  ADJUSTED  
 CM0110  ___________________________________________________________________
 CM0110  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CM0110  DYNAMIC HT  -         189.996 (meters)     623.35  (feet)  COMP
 CM0110  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CM0110
 CM0110  VERT ORDER  -  SECOND    CLASS 0
 CM0110
 CM0110.The horizontal coordinates were scaled from a topographic map and have
 CM0110.an estimated accuracy of +/- 6 seconds.
 CM0110
 CM0110.The orthometric height was determined by differential leveling
 CM0110.and adjusted by the National Geodetic Survey in June 1991..
 CM0110
 CM0110.The geoid height was determined by GEOID03.
 CM0110
 CM0110.The dynamic height is computed by dividing the NAVD 88
 CM0110.geopotential number by the normal gravity value computed on the
 CM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0110.degrees latitude (g = 980.6199 gals.).
 CM0110
 CM0110.The modeled gravity was interpolated from observed gravity values.
 CM0110
 CM0110;                    North         East    Units  Estimated Accuracy
 CM0110;SPC GA W     -   306,830.      714,500.      MT  (+/- 180 meters Scaled)
 CM0110
 CM0110                          SUPERSEDED SURVEY CONTROL
 CM0110
 CM0110  NGVD 29 (??/??/92)  190.284  (m)          624.29   (f) ADJ UNCH    2 0
 CM0110
 CM0110.Superseded values are not recommended for survey control.
 CM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0110.See file dsdata.txt to determine how the superseded data were derived.
 CM0110
 CM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB799294(NAD 83)
 CM0110_MARKER: DD = SURVEY DISK
 CM0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0110_STAMPING: 2 B 19 624.290
 CM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0110+STABILITY: SURFACE MOTION
 CM0110
 CM0110  HISTORY     - Date     Condition        Report By
 CM0110  HISTORY     - UNK      MONUMENTED       GAGS
 CM0110  HISTORY     - 1954     GOOD             NGS
 CM0110
 CM0110                          STATION DESCRIPTION
 CM0110
 CM0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0110'3.5 MI N FROM ROBERTA.
 CM0110'3.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CM0110'ROBERTA, CRAWFORD COUNTY, ABOUT 600 YARDS SOUTH OF MILEPOST 85, AT
 CM0110'A CURVE, ON THE BANK OF A DEEP CUT, 97 FEET EAST OF THE EAST RAIL,
 CM0110'44 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 7, AND 16 FEET
 CM0110'EAST OF A BLAZED PINE TREE.  A STATE SURVEY STANDARD DISK, STAMPED
 CM0110'2 B 19 624.290 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CM0110'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0109 ***********************************************************************
 CM0109  DESIGNATION -  2 B 20
 CM0109  PID         -  CM0109
 CM0109  STATE/COUNTY-  GA/CRAWFORD
 CM0109  USGS QUAD   -  CULLODEN (1974)
 CM0109
 CM0109                         *CURRENT SURVEY CONTROL
 CM0109  ___________________________________________________________________
 CM0109* NAD 83(1986)-  32 46 53.     (N)    084 01 02.     (W)     SCALED    
 CM0109* NAVD 88     -       175.528  (meters)     575.88   (feet)  ADJUSTED  
 CM0109  ___________________________________________________________________
 CM0109  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CM0109  DYNAMIC HT  -         175.333 (meters)     575.24  (feet)  COMP
 CM0109  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 CM0109
 CM0109  VERT ORDER  -  SECOND    CLASS 0
 CM0109
 CM0109.The horizontal coordinates were scaled from a topographic map and have
 CM0109.an estimated accuracy of +/- 6 seconds.
 CM0109
 CM0109.The orthometric height was determined by differential leveling
 CM0109.and adjusted by the National Geodetic Survey in June 1991..
 CM0109
 CM0109.The geoid height was determined by GEOID03.
 CM0109
 CM0109.The dynamic height is computed by dividing the NAVD 88
 CM0109.geopotential number by the normal gravity value computed on the
 CM0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0109.degrees latitude (g = 980.6199 gals.).
 CM0109
 CM0109.The modeled gravity was interpolated from observed gravity values.
 CM0109
 CM0109;                    North         East    Units  Estimated Accuracy
 CM0109;SPC GA W     -   308,370.      714,000.      MT  (+/- 180 meters Scaled)
 CM0109
 CM0109                          SUPERSEDED SURVEY CONTROL
 CM0109
 CM0109  NGVD 29 (??/??/92)  175.606  (m)          576.13   (f) ADJ UNCH    2 0
 CM0109
 CM0109.Superseded values are not recommended for survey control.
 CM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0109.See file dsdata.txt to determine how the superseded data were derived.
 CM0109
 CM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB793309(NAD 83)
 CM0109_MARKER: DD = SURVEY DISK
 CM0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0109_STAMPING: 2 B 20 576.134
 CM0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0109+STABILITY: SURFACE MOTION
 CM0109
 CM0109  HISTORY     - Date     Condition        Report By
 CM0109  HISTORY     - UNK      MONUMENTED       GAGS
 CM0109  HISTORY     - 1954     GOOD             NGS
 CM0109
 CM0109                          STATION DESCRIPTION
 CM0109
 CM0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0109'1.6 MI SE FROM MUSELLA.
 CM0109'REVISED DESCRIPTION-- 1.6 MILES SOUTHEAST ALONG THE SOUTHERN
 CM0109'RAILWAY FROM THE STATION AT MUSELLA, ABOUT 100 YARDS NORTH OF A
 CM0109'FARM-ROAD CROSSING, 51 FEET SOUTH OF THE THIRD POLE NORTH OF THE
 CM0109'CROSSING, BETWEEN STATE HIGHWAY 7 AND THE TRACK, 103 FEET SOUTHEAST
 CM0109'OF THE EAST END OF A CONCRETE CULVERT UNDER THE HIGHWAY, 14 FEET
 CM0109'WEST OF THE WEST RAIL OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE
 CM0109'TRACK.  NOTE-- THIS MARK WAS REINFORCED WITH CONCRETE TO INSURE ITS
 CM0109'STABILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0107 ***********************************************************************
 CM0107  DESIGNATION -  2 B 21
 CM0107  PID         -  CM0107
 CM0107  STATE/COUNTY-  GA/CRAWFORD
 CM0107  USGS QUAD   -  CULLODEN (1974)
 CM0107
 CM0107                         *CURRENT SURVEY CONTROL
 CM0107  ___________________________________________________________________
 CM0107* NAD 83(1986)-  32 48 17.     (N)    084 02 23.     (W)     SCALED    
 CM0107* NAVD 88     -       188.856  (meters)     619.61   (feet)  ADJUSTED  
 CM0107  ___________________________________________________________________
 CM0107  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CM0107  DYNAMIC HT  -         188.648 (meters)     618.92  (feet)  COMP
 CM0107  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 CM0107
 CM0107  VERT ORDER  -  SECOND    CLASS 0
 CM0107
 CM0107.The horizontal coordinates were scaled from a topographic map and have
 CM0107.an estimated accuracy of +/- 6 seconds.
 CM0107
 CM0107.The orthometric height was determined by differential leveling
 CM0107.and adjusted by the National Geodetic Survey in June 1991..
 CM0107
 CM0107.The geoid height was determined by GEOID03.
 CM0107
 CM0107.The dynamic height is computed by dividing the NAVD 88
 CM0107.geopotential number by the normal gravity value computed on the
 CM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0107.degrees latitude (g = 980.6199 gals.).
 CM0107
 CM0107.The modeled gravity was interpolated from observed gravity values.
 CM0107
 CM0107;                    North         East    Units  Estimated Accuracy
 CM0107;SPC GA W     -   310,950.      711,890.      MT  (+/- 180 meters Scaled)
 CM0107
 CM0107                          SUPERSEDED SURVEY CONTROL
 CM0107
 CM0107  NGVD 29 (??/??/92)  188.933  (m)          619.86   (f) ADJ UNCH    2 0
 CM0107
 CM0107.Superseded values are not recommended for survey control.
 CM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0107.See file dsdata.txt to determine how the superseded data were derived.
 CM0107
 CM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB771335(NAD 83)
 CM0107_MARKER: DD = SURVEY DISK
 CM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0107_STAMPING: 2 B 21 619.858
 CM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0107+STABILITY: SURFACE MOTION
 CM0107
 CM0107  HISTORY     - Date     Condition        Report By
 CM0107  HISTORY     - UNK      MONUMENTED       GAGS
 CM0107  HISTORY     - 1954     GOOD             NGS
 CM0107
 CM0107                          STATION DESCRIPTION
 CM0107
 CM0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0107'0.7 MI NW FROM MUSELLA.
 CM0107'0.7 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CM0107'MUSELLA, CRAWFORD COUNTY, 0.15 MILE SOUTHEAST OF MILEPOST 82, AT A
 CM0107'ROAD CROSSING, 63 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 CM0107'AND 5 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STATE SURVEY
 CM0107'STANDARD DISK, STAMPED 2 B 21 619.858 AND SET IN THE TOP OF A
 CM0107'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0105 ***********************************************************************
 CM0105  DESIGNATION -  2 B 22
 CM0105  PID         -  CM0105
 CM0105  STATE/COUNTY-  GA/CRAWFORD
 CM0105  USGS QUAD   -  CULLODEN (1974)
 CM0105
 CM0105                         *CURRENT SURVEY CONTROL
 CM0105  ___________________________________________________________________
 CM0105* NAD 83(1986)-  32 48 22.     (N)    084 02 51.     (W)     SCALED    
 CM0105* NAVD 88     -       197.410  (meters)     647.67   (feet)  ADJUSTED  
 CM0105  ___________________________________________________________________
 CM0105  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CM0105  DYNAMIC HT  -         197.193 (meters)     646.96  (feet)  COMP
 CM0105  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 CM0105
 CM0105  VERT ORDER  -  SECOND    CLASS 0
 CM0105
 CM0105.The horizontal coordinates were scaled from a topographic map and have
 CM0105.an estimated accuracy of +/- 6 seconds.
 CM0105
 CM0105.The orthometric height was determined by differential leveling
 CM0105.and adjusted by the National Geodetic Survey in June 1991..
 CM0105
 CM0105.The geoid height was determined by GEOID03.
 CM0105
 CM0105.The dynamic height is computed by dividing the NAVD 88
 CM0105.geopotential number by the normal gravity value computed on the
 CM0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0105.degrees latitude (g = 980.6199 gals.).
 CM0105
 CM0105.The modeled gravity was interpolated from observed gravity values.
 CM0105
 CM0105;                    North         East    Units  Estimated Accuracy
 CM0105;SPC GA W     -   311,110.      711,160.      MT  (+/- 180 meters Scaled)
 CM0105
 CM0105                          SUPERSEDED SURVEY CONTROL
 CM0105
 CM0105  NGVD 29 (??/??/92)  197.486  (m)          647.92   (f) ADJ UNCH    2 0
 CM0105
 CM0105.Superseded values are not recommended for survey control.
 CM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0105.See file dsdata.txt to determine how the superseded data were derived.
 CM0105
 CM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB764336(NAD 83)
 CM0105_MARKER: DD = SURVEY DISK
 CM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0105_STAMPING: 2 B 22 647.919
 CM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0105+STABILITY: SURFACE MOTION
 CM0105
 CM0105  HISTORY     - Date     Condition        Report By
 CM0105  HISTORY     - UNK      MONUMENTED       GAGS
 CM0105  HISTORY     - 1954     GOOD             NGS
 CM0105
 CM0105                          STATION DESCRIPTION
 CM0105
 CM0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0105'1.1 MI NW FROM MUSELLA.
 CM0105'1.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CM0105'MUSELLA, CRAWFORD COUNTY, 0.1 MILE NORTH OF A STATION ONE MILE
 CM0105'SIGN, 94 FEET NORTH OF A 24-INCH CORRUGATED-IRON PIPE CULVERT
 CM0105'UNDER STATE HIGHWAY 7, 62 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 CM0105'28 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 CM0105'STANDARD DISK, STAMPED 2 B 22 647.919 AND SET IN THE TOP OF A
 CM0105'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0104 ***********************************************************************
 CM0104  DESIGNATION -  2 B 23
 CM0104  PID         -  CM0104
 CM0104  STATE/COUNTY-  GA/CRAWFORD
 CM0104  USGS QUAD   -  CULLODEN (1974)
 CM0104
 CM0104                         *CURRENT SURVEY CONTROL
 CM0104  ___________________________________________________________________
 CM0104* NAD 83(1986)-  32 49 17.     (N)    084 03 57.     (W)     SCALED    
 CM0104* NAVD 88     -       199.971  (meters)     656.07   (feet)  ADJUSTED  
 CM0104  ___________________________________________________________________
 CM0104  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CM0104  DYNAMIC HT  -         199.752 (meters)     655.35  (feet)  COMP
 CM0104  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CM0104
 CM0104  VERT ORDER  -  SECOND    CLASS 0
 CM0104
 CM0104.The horizontal coordinates were scaled from a topographic map and have
 CM0104.an estimated accuracy of +/- 6 seconds.
 CM0104
 CM0104.The orthometric height was determined by differential leveling
 CM0104.and adjusted by the National Geodetic Survey in June 1991..
 CM0104
 CM0104.The geoid height was determined by GEOID03.
 CM0104
 CM0104.The dynamic height is computed by dividing the NAVD 88
 CM0104.geopotential number by the normal gravity value computed on the
 CM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0104.degrees latitude (g = 980.6199 gals.).
 CM0104
 CM0104.The modeled gravity was interpolated from observed gravity values.
 CM0104
 CM0104;                    North         East    Units  Estimated Accuracy
 CM0104;SPC GA W     -   312,800.      709,440.      MT  (+/- 180 meters Scaled)
 CM0104
 CM0104                          SUPERSEDED SURVEY CONTROL
 CM0104
 CM0104  NGVD 29 (??/??/92)  200.047  (m)          656.32   (f) ADJ UNCH    2 0
 CM0104
 CM0104.Superseded values are not recommended for survey control.
 CM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0104.See file dsdata.txt to determine how the superseded data were derived.
 CM0104
 CM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB746353(NAD 83)
 CM0104_MARKER: DD = SURVEY DISK
 CM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0104_STAMPING: 2 B 23 656.321
 CM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0104+STABILITY: SURFACE MOTION
 CM0104
 CM0104  HISTORY     - Date     Condition        Report By
 CM0104  HISTORY     - UNK      MONUMENTED       GAGS
 CM0104  HISTORY     - 1954     GOOD             NGS
 CM0104
 CM0104                          STATION DESCRIPTION
 CM0104
 CM0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0104'3.5 MI SE FROM CULLODEN.
 CM0104'IN CRAWFORD COUNTY, 3.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 CM0104'FROM THE STATION AT CULLODEN, MONROE COUNTY, ABOUT 135 YARDS SOUTH
 CM0104'OF THE CENTER OF AN OLD HIGHWAY CROSSING, 129 FEET SOUTHWEST OF
 CM0104'THE TRACK, AND 31 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 CM0104'7.  A STATE SURVEY STANDARD DISK, STAMPED 2 B 23 656.321 AND SET
 CM0104'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0103 ***********************************************************************
 CM0103  DESIGNATION -  2 B 24
 CM0103  PID         -  CM0103
 CM0103  STATE/COUNTY-  GA/CRAWFORD
 CM0103  USGS QUAD   -  CULLODEN (1974)
 CM0103
 CM0103                         *CURRENT SURVEY CONTROL
 CM0103  ___________________________________________________________________
 CM0103* NAD 83(1986)-  32 49 26.     (N)    084 04 07.     (W)     SCALED    
 CM0103* NAVD 88     -       189.593  (meters)     622.02   (feet)  ADJUSTED  
 CM0103  ___________________________________________________________________
 CM0103  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CM0103  DYNAMIC HT  -         189.384 (meters)     621.34  (feet)  COMP
 CM0103  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CM0103
 CM0103  VERT ORDER  -  SECOND    CLASS 0
 CM0103
 CM0103.The horizontal coordinates were scaled from a topographic map and have
 CM0103.an estimated accuracy of +/- 6 seconds.
 CM0103
 CM0103.The orthometric height was determined by differential leveling
 CM0103.and adjusted by the National Geodetic Survey in June 1991..
 CM0103
 CM0103.The geoid height was determined by GEOID03.
 CM0103
 CM0103.The dynamic height is computed by dividing the NAVD 88
 CM0103.geopotential number by the normal gravity value computed on the
 CM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0103.degrees latitude (g = 980.6199 gals.).
 CM0103
 CM0103.The modeled gravity was interpolated from observed gravity values.
 CM0103
 CM0103;                    North         East    Units  Estimated Accuracy
 CM0103;SPC GA W     -   313,080.      709,180.      MT  (+/- 180 meters Scaled)
 CM0103
 CM0103                          SUPERSEDED SURVEY CONTROL
 CM0103
 CM0103  NGVD 29 (??/??/92)  189.669  (m)          622.27   (f) ADJ UNCH    2 0
 CM0103
 CM0103.Superseded values are not recommended for survey control.
 CM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0103.See file dsdata.txt to determine how the superseded data were derived.
 CM0103
 CM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB744355(NAD 83)
 CM0103_MARKER: DD = SURVEY DISK
 CM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0103_STAMPING: 2 B 24 622.272
 CM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0103+STABILITY: SURFACE MOTION
 CM0103
 CM0103  HISTORY     - Date     Condition        Report By
 CM0103  HISTORY     - UNK      MONUMENTED       GAGS
 CM0103  HISTORY     - 1954     GOOD             NGS
 CM0103
 CM0103                          STATION DESCRIPTION
 CM0103
 CM0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0103'3.3 MI SE FROM CULLODEN.
 CM0103'REVISED DESCRIPTION-- 3.3 MILES SOUTHEAST ALONG THE SOUTHERN
 CM0103'RAILWAY FROM THE STATION AT CULLODEN, 0.5 MILE NORTH OF MILEPOST
 CM0103'80, 110 YARDS SOUTH OF A ROAD CROSSING, 85 FEET SOUTH OF A WHISTLE
 CM0103'POST, 54 FEET NORTH OF THE THIRD POLE SOUTH OF THE ROAD-CROSSING,
 CM0103'7 FEET WEST OF THE WEST RAIL ON A FILL, AND ABOUT 1 FOOT LOWER
 CM0103'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0102 ***********************************************************************
 CM0102  DESIGNATION -  2 B 25
 CM0102  PID         -  CM0102
 CM0102  STATE/COUNTY-  GA/CRAWFORD
 CM0102  USGS QUAD   -  CULLODEN (1974)
 CM0102
 CM0102                         *CURRENT SURVEY CONTROL
 CM0102  ___________________________________________________________________
 CM0102* NAD 83(1986)-  32 50 51.     (N)    084 04 40.     (W)     SCALED    
 CM0102* NAVD 88     -       197.760  (meters)     648.82   (feet)  ADJUSTED  
 CM0102  ___________________________________________________________________
 CM0102  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CM0102  DYNAMIC HT  -         197.543 (meters)     648.11  (feet)  COMP
 CM0102  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 CM0102
 CM0102  VERT ORDER  -  SECOND    CLASS 0
 CM0102
 CM0102.The horizontal coordinates were scaled from a topographic map and have
 CM0102.an estimated accuracy of +/- 6 seconds.
 CM0102
 CM0102.The orthometric height was determined by differential leveling
 CM0102.and adjusted by the National Geodetic Survey in June 1991..
 CM0102
 CM0102.The geoid height was determined by GEOID03.
 CM0102
 CM0102.The dynamic height is computed by dividing the NAVD 88
 CM0102.geopotential number by the normal gravity value computed on the
 CM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0102.degrees latitude (g = 980.6199 gals.).
 CM0102
 CM0102.The modeled gravity was interpolated from observed gravity values.
 CM0102
 CM0102;                    North         East    Units  Estimated Accuracy
 CM0102;SPC GA W     -   315,690.      708,320.      MT  (+/- 180 meters Scaled)
 CM0102
 CM0102                          SUPERSEDED SURVEY CONTROL
 CM0102
 CM0102  NGVD 29 (??/??/92)  197.833  (m)          649.06   (f) ADJ UNCH    2 0
 CM0102
 CM0102.Superseded values are not recommended for survey control.
 CM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0102.See file dsdata.txt to determine how the superseded data were derived.
 CM0102
 CM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB735381(NAD 83)
 CM0102_MARKER: DD = SURVEY DISK
 CM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0102_STAMPING: 2 B 25 649.057
 CM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0102+STABILITY: SURFACE MOTION
 CM0102
 CM0102  HISTORY     - Date     Condition        Report By
 CM0102  HISTORY     - UNK      MONUMENTED       GAGS
 CM0102  HISTORY     - 1954     GOOD             NGS
 CM0102
 CM0102                          STATION DESCRIPTION
 CM0102
 CM0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0102'1.5 MI SE FROM CULLODEN.
 CM0102'IN CRAWFORD COUNTY, 1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 CM0102'FROM THE STATION AT CULLODEN, MONROE COUNTY, 0.2 MILE NORTH OF
 CM0102'MILEPOST 78, ABOUT 110 YARDS SOUTHEAST OF A ROAD CROSSING, 34 FEET
 CM0102'SOUTH OF A CROSSING SIGN, 30 FEET NORTH OF THE EAST END OF A
 CM0102'24-INCH PIPE CULVERT, AND 52 FEET EAST OF THE EAST RAIL.  A
 CM0102'STATE SURVEY STANDARD DISK, STAMPED 2 B 25 649.057 AND SET IN THE
 CM0102'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0097 ***********************************************************************
 CM0097  DESIGNATION -  2 B 28
 CM0097  PID         -  CM0097
 CM0097  STATE/COUNTY-  GA/MONROE
 CM0097  USGS QUAD   -  CULLODEN (1974)
 CM0097
 CM0097                         *CURRENT SURVEY CONTROL
 CM0097  ___________________________________________________________________
 CM0097* NAD 83(1986)-  32 52 29.     (N)    084 05 32.     (W)     SCALED    
 CM0097* NAVD 88     -       216.788  (meters)     711.25   (feet)  ADJUSTED  
 CM0097  ___________________________________________________________________
 CM0097  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CM0097  DYNAMIC HT  -         216.550 (meters)     710.46  (feet)  COMP
 CM0097  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CM0097
 CM0097  VERT ORDER  -  SECOND    CLASS 0
 CM0097
 CM0097.The horizontal coordinates were scaled from a topographic map and have
 CM0097.an estimated accuracy of +/- 6 seconds.
 CM0097
 CM0097.The orthometric height was determined by differential leveling
 CM0097.and adjusted by the National Geodetic Survey in June 1991..
 CM0097.WARNING-Repeat measurements at this control monument indicate possible
 CM0097.vertical movement.
 CM0097
 CM0097.The geoid height was determined by GEOID03.
 CM0097
 CM0097.The dynamic height is computed by dividing the NAVD 88
 CM0097.geopotential number by the normal gravity value computed on the
 CM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0097.degrees latitude (g = 980.6199 gals.).
 CM0097
 CM0097.The modeled gravity was interpolated from observed gravity values.
 CM0097
 CM0097;                    North         East    Units  Estimated Accuracy
 CM0097;SPC GA W     -   318,710.      706,970.      MT  (+/- 180 meters Scaled)
 CM0097
 CM0097                          SUPERSEDED SURVEY CONTROL
 CM0097
 CM0097  NGVD 29 (??/??/92)  216.834  (m)          711.40   (f) ADJ UNCH    2 0
 CM0097
 CM0097.Superseded values are not recommended for survey control.
 CM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0097.See file dsdata.txt to determine how the superseded data were derived.
 CM0097
 CM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB720411(NAD 83)
 CM0097_MARKER: DD = SURVEY DISK
 CM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0097_STAMPING: 2 B 28 711.396
 CM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0097+STABILITY: SURFACE MOTION
 CM0097
 CM0097  HISTORY     - Date     Condition        Report By
 CM0097  HISTORY     - UNK      MONUMENTED       GAGS
 CM0097  HISTORY     - 1958     GOOD             NGS
 CM0097
 CM0097                          STATION DESCRIPTION
 CM0097
 CM0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0097'0.6 MI N FROM CULLODEN.
 CM0097'ABOUT 0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 CM0097'OF U.S. HIGHWAY 341 AT CULLODEN, ABOUT 0.3 MILE NORTH OF MILE POST
 CM0097'75, 271 YARDS NORTH OF A PRIVATE ROAD CROSSING (CONNECTING A BLACK
 CM0097'TOP ROAD PARALLEL TO TRACK AND U.S. HIGHWAY 341), 98 YARDS NORTH
 CM0097'OF SOUTH END OF A CURVE, 116 FEET NORTHEAST AND ACROSS TRACK AND
 CM0097'BLACK TOP ROAD FROM A POWER POLE WITH TWO GUY WIRES, 111 1/2 FEET
 CM0097'NORTHEAST AND ACROSS TRACK AND ROAD FROM THE FENCE CORNER AT
 CM0097'NORTHEAST CORNER OF A PECAN ORCHARD, 6.3 FEET EAST OF EAST RAIL AND
 CM0097'ON THE OUTSIDE OF A CURVE, 81 FEET SOUTHEAST AND ACROSS TRACK AND
 CM0097'BLACK TOP ROAD FROM THE FIRST POWER POLE NORTH OF PECAN ORCHARD,
 CM0097'8 1/2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 CM0097'OF TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 CM0097'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1063 ***********************************************************************
 CL1063  DESIGNATION -  2 B 3
 CL1063  PID         -  CL1063
 CL1063  STATE/COUNTY-  GA/CRAWFORD
 CL1063  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1063
 CL1063                         *CURRENT SURVEY CONTROL
 CL1063  ___________________________________________________________________
 CL1063* NAD 83(1986)-  32 34 50.     (N)    083 55 34.     (W)     SCALED    
 CL1063* NAVD 88     -       166.021  (meters)     544.69   (feet)  ADJUSTED  
 CL1063  ___________________________________________________________________
 CL1063  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CL1063  DYNAMIC HT  -         165.838 (meters)     544.09  (feet)  COMP
 CL1063  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 CL1063
 CL1063  VERT ORDER  -  SECOND    CLASS 0
 CL1063
 CL1063.The horizontal coordinates were scaled from a topographic map and have
 CL1063.an estimated accuracy of +/- 6 seconds.
 CL1063
 CL1063.The orthometric height was determined by differential leveling
 CL1063.and adjusted by the National Geodetic Survey in June 1991..
 CL1063
 CL1063.The geoid height was determined by GEOID03.
 CL1063
 CL1063.The dynamic height is computed by dividing the NAVD 88
 CL1063.geopotential number by the normal gravity value computed on the
 CL1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1063.degrees latitude (g = 980.6199 gals.).
 CL1063
 CL1063.The modeled gravity was interpolated from observed gravity values.
 CL1063
 CL1063;                    North         East    Units  Estimated Accuracy
 CL1063;SPC GA W     -   286,120.      722,580.      MT  (+/- 180 meters Scaled)
 CL1063
 CL1063                          SUPERSEDED SURVEY CONTROL
 CL1063
 CL1063  NGVD 29 (??/??/92)  166.116  (m)          545.00   (f) ADJ UNCH    2 0
 CL1063
 CL1063.Superseded values are not recommended for survey control.
 CL1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1063.See file dsdata.txt to determine how the superseded data were derived.
 CL1063
 CL1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS253085(NAD 83)
 CL1063_MARKER: DD = SURVEY DISK
 CL1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1063_STAMPING: 2 B 3 544.999
 CL1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1063+STABILITY: SURFACE MOTION
 CL1063
 CL1063  HISTORY     - Date     Condition        Report By
 CL1063  HISTORY     - UNK      MONUMENTED       GAGS
 CL1063  HISTORY     - 1954     GOOD             NGS
 CL1063  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL1063
 CL1063                          STATION DESCRIPTION
 CL1063
 CL1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1063'3.5 MI NW FROM FORT VALLEY.
 CL1063'REVISED DESCRIPTION-- 3.5 MILES NORTHWEST ALONG THE SOUTHERN
 CL1063'RAILWAY, FROM THE STATION AT FORT VALLEY, 10 FEET WEST OF MILEPOST
 CL1063'102, 71 PACES SOUTH OF THE CENTER OF A ROAD CROSSING, 21 FEET
 CL1063'WEST OF THE WEST RAIL, IN A PEACH ORCHARD, 28 FEET EAST OF
 CL1063'THE MOST EASTERLY TREE OF THE SEVENTH ROW OF TREES SOUTH OF THE
 CL1063'ROAD, 2 FEET EAST OF A TELEGRAPH POLE, AND ABOUT 1 FOOT LOWER THAN
 CL1063'THE TRACK.
 CL1063
 CL1063                          STATION RECOVERY (1973)
 CL1063
 CL1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0091 ***********************************************************************
 CM0091  DESIGNATION -  2 B 31
 CM0091  PID         -  CM0091
 CM0091  STATE/COUNTY-  GA/UPSON
 CM0091  USGS QUAD   -  YATESVILLE (1973)
 CM0091
 CM0091                         *CURRENT SURVEY CONTROL
 CM0091  ___________________________________________________________________
 CM0091* NAD 83(1986)-  32 55 03.     (N)    084 07 38.     (W)     SCALED    
 CM0091* NAVD 88     -       233.042  (meters)     764.57   (feet)  ADJUSTED  
 CM0091  ___________________________________________________________________
 CM0091  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CM0091  DYNAMIC HT  -         232.784 (meters)     763.73  (feet)  COMP
 CM0091  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 CM0091
 CM0091  VERT ORDER  -  SECOND    CLASS 0
 CM0091
 CM0091.The horizontal coordinates were scaled from a topographic map and have
 CM0091.an estimated accuracy of +/- 6 seconds.
 CM0091
 CM0091.The orthometric height was determined by differential leveling
 CM0091.and adjusted by the National Geodetic Survey in June 1991..
 CM0091
 CM0091.The geoid height was determined by GEOID03.
 CM0091
 CM0091.The dynamic height is computed by dividing the NAVD 88
 CM0091.geopotential number by the normal gravity value computed on the
 CM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0091.degrees latitude (g = 980.6199 gals.).
 CM0091
 CM0091.The modeled gravity was interpolated from observed gravity values.
 CM0091
 CM0091;                    North         East    Units  Estimated Accuracy
 CM0091;SPC GA W     -   323,450.      703,690.      MT  (+/- 180 meters Scaled)
 CM0091
 CM0091                          SUPERSEDED SURVEY CONTROL
 CM0091
 CM0091  NGVD 29 (??/??/92)  233.087  (m)          764.72   (f) ADJ UNCH    2 0
 CM0091
 CM0091.Superseded values are not recommended for survey control.
 CM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0091.See file dsdata.txt to determine how the superseded data were derived.
 CM0091
 CM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB686458(NAD 83)
 CM0091_MARKER: DD = SURVEY DISK
 CM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0091_STAMPING: 2 B 31
 CM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0091+STABILITY: SURFACE MOTION
 CM0091
 CM0091  HISTORY     - Date     Condition        Report By
 CM0091  HISTORY     - UNK      MONUMENTED       GAGS
 CM0091  HISTORY     - 1958     GOOD             NGS
 CM0091
 CM0091                          STATION DESCRIPTION
 CM0091
 CM0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0091'0.9 MI E FROM YATESVILLE.
 CM0091'ABOUT 0.9 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CM0091'YATESVILLE, 154 YARDS WEST-NORTHWEST OF MILE POST 72, ON THE TOP
 CM0091'OF A CUT BANK, 305 YARDS EAST OF CROSSING OF A SOUTHWEST-NORTHEAST
 CM0091'GRADED ROAD, 14 FEET NORTH-NORTHEAST OF NEAR RAIL, 1.7 FEET
 CM0091'SOUTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE LEVEL OF
 CM0091'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0148 ***********************************************************************
 CM0148  DESIGNATION -  2 B 39
 CM0148  PID         -  CM0148
 CM0148  STATE/COUNTY-  GA/UPSON
 CM0148  USGS QUAD   -  YATESVILLE (1973)
 CM0148
 CM0148                         *CURRENT SURVEY CONTROL
 CM0148  ___________________________________________________________________
 CM0148* NAD 83(1986)-  32 58 28.     (N)    084 12 33.     (W)     SCALED    
 CM0148* NAVD 88     -       246.060  (meters)     807.28   (feet)  ADJUSTED  
 CM0148  ___________________________________________________________________
 CM0148  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CM0148  DYNAMIC HT  -         245.785 (meters)     806.38  (feet)  COMP
 CM0148  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 CM0148
 CM0148  VERT ORDER  -  SECOND    CLASS 0
 CM0148
 CM0148.The horizontal coordinates were scaled from a topographic map and have
 CM0148.an estimated accuracy of +/- 6 seconds.
 CM0148
 CM0148.The orthometric height was determined by differential leveling
 CM0148.and adjusted by the National Geodetic Survey in June 1991..
 CM0148
 CM0148.The geoid height was determined by GEOID03.
 CM0148
 CM0148.The dynamic height is computed by dividing the NAVD 88
 CM0148.geopotential number by the normal gravity value computed on the
 CM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0148.degrees latitude (g = 980.6199 gals.).
 CM0148
 CM0148.The modeled gravity was interpolated from observed gravity values.
 CM0148
 CM0148;                    North         East    Units  Estimated Accuracy
 CM0148;SPC GA W     -   329,770.      696,030.      MT  (+/- 180 meters Scaled)
 CM0148
 CM0148                          SUPERSEDED SURVEY CONTROL
 CM0148
 CM0148  NGVD 29 (??/??/92)  246.106  (m)          807.43   (f) ADJ UNCH    2 0
 CM0148
 CM0148.Superseded values are not recommended for survey control.
 CM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0148.See file dsdata.txt to determine how the superseded data were derived.
 CM0148
 CM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB608519(NAD 83)
 CM0148_MARKER: DD = SURVEY DISK
 CM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0148_STAMPING: 807.433 2 B 39
 CM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0148+STABILITY: SURFACE MOTION
 CM0148
 CM0148  HISTORY     - Date     Condition        Report By
 CM0148  HISTORY     - UNK      MONUMENTED       GAGS
 CM0148  HISTORY     - 1958     GOOD             NGS
 CM0148
 CM0148                          STATION DESCRIPTION
 CM0148
 CM0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0148'AT TOPEKA JUNCTION.
 CM0148'AT TOPEKA JUNCTION, AT THE CROSSING OF THE CENTRAL OF GEORGIA
 CM0148'AND THE SOUTHERN RAILWAYS, 5.9 FEET SOUTHWEST OF THE SOUTHWEST
 CM0148'RAIL OF THE SOUTHERN RAILWAY, 8.5 FEET SOUTHEAST OF THE SOUTHEAST
 CM0148'RAIL OF THE CENTRAL OF GEORGIA RAILWAY, 43 FEET NORTHWEST OF
 CM0148'THE CENTER LINE OF STATE HIGHWAY 36, ABOUT 8 INCHES BELOW THE
 CM0148'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST 2 INCHES
 CM0148'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1062 ***********************************************************************
 CL1062  DESIGNATION -  2 B 4
 CL1062  PID         -  CL1062
 CL1062  STATE/COUNTY-  GA/CRAWFORD
 CL1062  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1062
 CL1062                         *CURRENT SURVEY CONTROL
 CL1062  ___________________________________________________________________
 CL1062* NAD 83(1986)-  32 35 33.     (N)    083 56 17.     (W)     SCALED    
 CL1062* NAVD 88     -       170.530  (meters)     559.48   (feet)  ADJUSTED  
 CL1062  ___________________________________________________________________
 CL1062  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CL1062  DYNAMIC HT  -         170.342 (meters)     558.86  (feet)  COMP
 CL1062  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 CL1062
 CL1062  VERT ORDER  -  SECOND    CLASS 0
 CL1062
 CL1062.The horizontal coordinates were scaled from a topographic map and have
 CL1062.an estimated accuracy of +/- 6 seconds.
 CL1062
 CL1062.The orthometric height was determined by differential leveling
 CL1062.and adjusted by the National Geodetic Survey in June 1991..
 CL1062
 CL1062.The geoid height was determined by GEOID03.
 CL1062
 CL1062.The dynamic height is computed by dividing the NAVD 88
 CL1062.geopotential number by the normal gravity value computed on the
 CL1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1062.degrees latitude (g = 980.6199 gals.).
 CL1062
 CL1062.The modeled gravity was interpolated from observed gravity values.
 CL1062
 CL1062;                    North         East    Units  Estimated Accuracy
 CL1062;SPC GA W     -   287,440.      721,460.      MT  (+/- 180 meters Scaled)
 CL1062
 CL1062                          SUPERSEDED SURVEY CONTROL
 CL1062
 CL1062  NGVD 29 (??/??/92)  170.623  (m)          559.79   (f) ADJ UNCH    2 0
 CL1062
 CL1062.Superseded values are not recommended for survey control.
 CL1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1062.See file dsdata.txt to determine how the superseded data were derived.
 CL1062
 CL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS242099(NAD 83)
 CL1062_MARKER: DD = SURVEY DISK
 CL1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1062_STAMPING: 2 B 4 559.786
 CL1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1062+STABILITY: SURFACE MOTION
 CL1062
 CL1062  HISTORY     - Date     Condition        Report By
 CL1062  HISTORY     - UNK      MONUMENTED       GAGS
 CL1062  HISTORY     - 1954     GOOD             NGS
 CL1062  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL1062
 CL1062                          STATION DESCRIPTION
 CL1062
 CL1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1062'4.6 MI NW FROM FORT VALLEY.
 CL1062'IN CRAWFORD COUNTY, 4.6 MILES NORTHWEST ALONG THE SOUTHERN
 CL1062'RAILWAY FROM THE STATION AT FORT VALLEY, PEACH COUNTY, ABOUT
 CL1062'113 YARDS NORTHWEST OF MILE-POST 101, AT A FARM-ROAD CROSSING,
 CL1062'35 FEET NORTH OF THE ROAD, 10 FEET NORTHEAST OF THE NORTHEAST
 CL1062'RAIL, AND 4 FEET NORTHEAST OF A SWITCH STAND.  A STATE SURVEY
 CL1062'STANDARD DISK, STAMPED 2 B 4 559.786 AND SET IN THE TOP OF
 CL1062'A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CL1062
 CL1062                          STATION RECOVERY (1973)
 CL1062
 CL1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1061 ***********************************************************************
 CL1061  DESIGNATION -  2 B 7
 CL1061  PID         -  CL1061
 CL1061  STATE/COUNTY-  GA/CRAWFORD
 CL1061  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1061
 CL1061                         *CURRENT SURVEY CONTROL
 CL1061  ___________________________________________________________________
 CL1061* NAD 83(1986)-  32 36 46.     (N)    083 58 39.     (W)     SCALED    
 CL1061* NAVD 88     -       175.274  (meters)     575.04   (feet)  ADJUSTED  
 CL1061  ___________________________________________________________________
 CL1061  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CL1061  DYNAMIC HT  -         175.081 (meters)     574.41  (feet)  COMP
 CL1061  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CL1061
 CL1061  VERT ORDER  -  SECOND    CLASS 0
 CL1061
 CL1061.The horizontal coordinates were scaled from a topographic map and have
 CL1061.an estimated accuracy of +/- 6 seconds.
 CL1061
 CL1061.The orthometric height was determined by differential leveling
 CL1061.and adjusted by the National Geodetic Survey in June 1991..
 CL1061
 CL1061.The geoid height was determined by GEOID03.
 CL1061
 CL1061.The dynamic height is computed by dividing the NAVD 88
 CL1061.geopotential number by the normal gravity value computed on the
 CL1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1061.degrees latitude (g = 980.6199 gals.).
 CL1061
 CL1061.The modeled gravity was interpolated from observed gravity values.
 CL1061
 CL1061;                    North         East    Units  Estimated Accuracy
 CL1061;SPC GA W     -   289,680.      717,750.      MT  (+/- 180 meters Scaled)
 CL1061
 CL1061                          SUPERSEDED SURVEY CONTROL
 CL1061
 CL1061  NGVD 29 (??/??/92)  175.366  (m)          575.35   (f) ADJ UNCH    2 0
 CL1061
 CL1061.Superseded values are not recommended for survey control.
 CL1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1061.See file dsdata.txt to determine how the superseded data were derived.
 CL1061
 CL1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS205122(NAD 83)
 CL1061_MARKER: DD = SURVEY DISK
 CL1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1061_STAMPING: 2 B 7 575.347
 CL1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1061+STABILITY: SURFACE MOTION
 CL1061
 CL1061  HISTORY     - Date     Condition        Report By
 CL1061  HISTORY     - UNK      MONUMENTED       GAGS
 CL1061  HISTORY     - 1954     GOOD             NGS
 CL1061
 CL1061                          STATION DESCRIPTION
 CL1061
 CL1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1061'7.3 MI NW FROM FORT VALLEY.
 CL1061'REVISED DESCRIPTION-- 7.3 MILES NORTHWEST ALONG THE SOUTHERN
 CL1061'RAILWAY FROM THE STATION AT FORT VALLEY, 0.25 MILE NORTHWEST
 CL1061'OF ZENITH, 0.2 MILE SOUTHEAST OF MILEPOST 98, 172 YARDS NORTHWEST
 CL1061'OF A FARM-ROAD CROSSING, 100 FEET SOUTHEAST OF A FENCE CORNER,
 CL1061'10 FEET EAST OF THE THIRD POLE NORTH OF THE ROAD CROSSING,
 CL1061'14.7 FEET WEST OF THE WEST RAIL, JUST NORTH OF A DRAINAGE
 CL1061'DITCH, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1060 ***********************************************************************
 CL1060  DESIGNATION -  2 B 8
 CL1060  PID         -  CL1060
 CL1060  STATE/COUNTY-  GA/CRAWFORD
 CL1060  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1060
 CL1060                         *CURRENT SURVEY CONTROL
 CL1060  ___________________________________________________________________
 CL1060* NAD 83(1986)-  32 37 04.     (N)    083 58 51.     (W)     SCALED    
 CL1060* NAVD 88     -       168.291  (meters)     552.13   (feet)  ADJUSTED  
 CL1060  ___________________________________________________________________
 CL1060  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CL1060  DYNAMIC HT  -         168.106 (meters)     551.53  (feet)  COMP
 CL1060  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 CL1060
 CL1060  VERT ORDER  -  SECOND    CLASS 0
 CL1060
 CL1060.The horizontal coordinates were scaled from a topographic map and have
 CL1060.an estimated accuracy of +/- 6 seconds.
 CL1060
 CL1060.The orthometric height was determined by differential leveling
 CL1060.and adjusted by the National Geodetic Survey in June 1991..
 CL1060
 CL1060.The geoid height was determined by GEOID03.
 CL1060
 CL1060.The dynamic height is computed by dividing the NAVD 88
 CL1060.geopotential number by the normal gravity value computed on the
 CL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1060.degrees latitude (g = 980.6199 gals.).
 CL1060
 CL1060.The modeled gravity was interpolated from observed gravity values.
 CL1060
 CL1060;                    North         East    Units  Estimated Accuracy
 CL1060;SPC GA W     -   290,230.      717,440.      MT  (+/- 180 meters Scaled)
 CL1060
 CL1060                          SUPERSEDED SURVEY CONTROL
 CL1060
 CL1060  NGVD 29 (??/??/92)  168.384  (m)          552.44   (f) ADJ UNCH    2 0
 CL1060
 CL1060.Superseded values are not recommended for survey control.
 CL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1060.See file dsdata.txt to determine how the superseded data were derived.
 CL1060
 CL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS202128(NAD 83)
 CL1060_MARKER: DD = SURVEY DISK
 CL1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1060_STAMPING: 2 B 8
 CL1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1060+STABILITY: SURFACE MOTION
 CL1060
 CL1060  HISTORY     - Date     Condition        Report By
 CL1060  HISTORY     - UNK      MONUMENTED       GAGS
 CL1060  HISTORY     - 1954     MARK NOT FOUND   NGS
 CL1060  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL1060
 CL1060                          STATION DESCRIPTION
 CL1060
 CL1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1060'9 MI SE FROM ROBERTA.
 CL1060'ABOUT 9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CL1060'STATION AT ROBERTA, CRAWFORD COUNTY, 0.7 MILE NORTHWEST OF
 CL1060'THE STATION AT ZENITH, 0.2 MILE NORTHWEST OF MILEPOST 98,
 CL1060'AT THE NORTH EDGE OF A DEEP CUT, AND 19 FEET WEST OF THE WEST RAIL.
 CL1060'SURVEY DISK SET IN CONCRETE POST.
 CL1060
 CL1060                          STATION RECOVERY (1974)
 CL1060
 CL1060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1059 ***********************************************************************
 CL1059  DESIGNATION -  2 B 9
 CL1059  PID         -  CL1059
 CL1059  STATE/COUNTY-  GA/CRAWFORD
 CL1059  USGS QUAD   -  KNOXVILLE (1985)
 CL1059
 CL1059                         *CURRENT SURVEY CONTROL
 CL1059  ___________________________________________________________________
 CL1059* NAD 83(1986)-  32 38 02.     (N)    083 59 16.     (W)     SCALED    
 CL1059* NAVD 88     -       141.955  (meters)     465.73   (feet)  ADJUSTED  
 CL1059  ___________________________________________________________________
 CL1059  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CL1059  DYNAMIC HT  -         141.798 (meters)     465.22  (feet)  COMP
 CL1059  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 CL1059
 CL1059  VERT ORDER  -  SECOND    CLASS 0
 CL1059
 CL1059.The horizontal coordinates were scaled from a topographic map and have
 CL1059.an estimated accuracy of +/- 6 seconds.
 CL1059
 CL1059.The orthometric height was determined by differential leveling
 CL1059.and adjusted by the National Geodetic Survey in June 1991..
 CL1059
 CL1059.The geoid height was determined by GEOID03.
 CL1059
 CL1059.The dynamic height is computed by dividing the NAVD 88
 CL1059.geopotential number by the normal gravity value computed on the
 CL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1059.degrees latitude (g = 980.6199 gals.).
 CL1059
 CL1059.The modeled gravity was interpolated from observed gravity values.
 CL1059
 CL1059;                    North         East    Units  Estimated Accuracy
 CL1059;SPC GA W     -   292,020.      716,790.      MT  (+/- 180 meters Scaled)
 CL1059
 CL1059                          SUPERSEDED SURVEY CONTROL
 CL1059
 CL1059  NGVD 29 (??/??/92)  142.048  (m)          466.04   (f) ADJ UNCH    2 0
 CL1059
 CL1059.Superseded values are not recommended for survey control.
 CL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1059.See file dsdata.txt to determine how the superseded data were derived.
 CL1059
 CL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS196146(NAD 83)
 CL1059_MARKER: DD = SURVEY DISK
 CL1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1059_STAMPING: 2 B 9 466.036
 CL1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1059+STABILITY: SURFACE MOTION
 CL1059
 CL1059  HISTORY     - Date     Condition        Report By
 CL1059  HISTORY     - UNK      MONUMENTED       GAGS
 CL1059  HISTORY     - 1954     GOOD             NGS
 CL1059
 CL1059                          STATION DESCRIPTION
 CL1059
 CL1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1059'7.3 MI SE FROM ROBERTA.
 CL1059'REVISED DESCRIPTION-- 7.3 MILES SOUTHEAST ALONG THE SOUTHERN
 CL1059'RAILWAY FROM THE STATION AT ROBERTA, 0.4 MILE SOUTHEAST OF
 CL1059'THE PRESENT STATION AT GAILLARD AT THE SAND PIT, 180 PACES SOUTH
 CL1059'OF MILEPOST 96, 19 FEET EAST OF THE EAST RAIL, 8 FEET NORTH OF A
 CL1059'CLEAR THIS POST SIGN, 3 FEET WEST OF A SOUTHERN RAILWAY
 CL1059'MAINTENANCE SIGN, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0261 ***********************************************************************
 DF0261  DESIGNATION -  2 C 1 GAGS
 DF0261  PID         -  DF0261
 DF0261  STATE/COUNTY-  GA/RICHMOND
 DF0261  USGS QUAD   -  HEPHZIBAH (1980)
 DF0261
 DF0261                         *CURRENT SURVEY CONTROL
 DF0261  ___________________________________________________________________
 DF0261* NAD 83(1986)-  33 22 03.     (N)    082 01 17.     (W)     SCALED    
 DF0261* NAVD 88     -        85.709  (meters)     281.20   (feet)  ADJUSTED  
 DF0261  ___________________________________________________________________
 DF0261  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DF0261  DYNAMIC HT  -          85.618 (meters)     280.90  (feet)  COMP
 DF0261  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DF0261
 DF0261  VERT ORDER  -  SECOND    CLASS 0
 DF0261
 DF0261.The horizontal coordinates were scaled from a topographic map and have
 DF0261.an estimated accuracy of +/- 6 seconds.
 DF0261
 DF0261.The orthometric height was determined by differential leveling
 DF0261.and adjusted by the National Geodetic Survey in June 1991..
 DF0261
 DF0261.The geoid height was determined by GEOID03.
 DF0261
 DF0261.The dynamic height is computed by dividing the NAVD 88
 DF0261.geopotential number by the normal gravity value computed on the
 DF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0261.degrees latitude (g = 980.6199 gals.).
 DF0261
 DF0261.The modeled gravity was interpolated from observed gravity values.
 DF0261
 DF0261;                    North         East    Units  Estimated Accuracy
 DF0261;SPC GA E     -   373,370.      213,520.      MT  (+/- 180 meters Scaled)
 DF0261
 DF0261                          SUPERSEDED SURVEY CONTROL
 DF0261
 DF0261  NGVD 29 (??/??/92)   85.925  (m)          281.91   (f) ADJ UNCH    2 0
 DF0261
 DF0261.Superseded values are not recommended for survey control.
 DF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0261.See file dsdata.txt to determine how the superseded data were derived.
 DF0261
 DF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS049924(NAD 83)
 DF0261_MARKER: DD = SURVEY DISK
 DF0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0261_STAMPING: 2 C 1 281.906
 DF0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0261+STABILITY: SURFACE MOTION
 DF0261
 DF0261  HISTORY     - Date     Condition        Report By
 DF0261  HISTORY     - UNK      MONUMENTED       GAGS
 DF0261  HISTORY     - 1955     GOOD             NGS
 DF0261  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0261
 DF0261                          STATION DESCRIPTION
 DF0261
 DF0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0261'AT GRACEWOOD.
 DF0261'AT GRACEWOOD, RICHMOND COUNTY, ABOUT 0.4 MILE SE OF THE MAIN
 DF0261'ENTRANCE TO STATE HOSPITAL, 111.5 FEET SW OF THE CENTER OF THE
 DF0261'PRESENT END OF GRACEWOOD ROAD, 96 FEET S OF THE CENTER OF A 3-FOOT
 DF0261'ELM TREE, 14.7 FEET E OF THE MOST EASTERLY CORNER OF THE AGEING
 DF0261'RAILROAD STATION (GEORGIA AND FLORIDA RAILROAD), 15.7 FEET NW OF NW
 DF0261'RAIL OF THE MAIN LINE, AND 0.3 FOOT HIGHER THAN TOP OF SAME.  A
 DF0261'STANDARD STATE SURVEY DISK IS STAMPED 2 C 1 281.906 AND SET IN TOP
 DF0261'OF A CONCRETE POST THAT PROJECTS 0.3 FOOT.
 DF0261
 DF0261                          STATION RECOVERY (1979)
 DF0261
 DF0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0260 ***********************************************************************
 DF0260  DESIGNATION -  2 C 2 GAGS
 DF0260  PID         -  DF0260
 DF0260  STATE/COUNTY-  GA/RICHMOND
 DF0260  USGS QUAD   -  HEPHZIBAH (1980)
 DF0260
 DF0260                         *CURRENT SURVEY CONTROL
 DF0260  ___________________________________________________________________
 DF0260* NAD 83(1986)-  33 21 15.     (N)    082 02 56.     (W)     SCALED    
 DF0260* NAVD 88     -        62.458  (meters)     204.91   (feet)  ADJUSTED  
 DF0260  ___________________________________________________________________
 DF0260  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DF0260  DYNAMIC HT  -          62.392 (meters)     204.70  (feet)  COMP
 DF0260  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 DF0260
 DF0260  VERT ORDER  -  SECOND    CLASS 0
 DF0260
 DF0260.The horizontal coordinates were scaled from a topographic map and have
 DF0260.an estimated accuracy of +/- 6 seconds.
 DF0260
 DF0260.The orthometric height was determined by differential leveling
 DF0260.and adjusted by the National Geodetic Survey in June 1991..
 DF0260
 DF0260.The geoid height was determined by GEOID03.
 DF0260
 DF0260.The dynamic height is computed by dividing the NAVD 88
 DF0260.geopotential number by the normal gravity value computed on the
 DF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0260.degrees latitude (g = 980.6199 gals.).
 DF0260
 DF0260.The modeled gravity was interpolated from observed gravity values.
 DF0260
 DF0260;                    North         East    Units  Estimated Accuracy
 DF0260;SPC GA E     -   371,880.      210,960.      MT  (+/- 180 meters Scaled)
 DF0260
 DF0260                          SUPERSEDED SURVEY CONTROL
 DF0260
 DF0260  NGVD 29 (??/??/92)   62.672  (m)          205.62   (f) ADJ UNCH    2 0
 DF0260
 DF0260.Superseded values are not recommended for survey control.
 DF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0260.See file dsdata.txt to determine how the superseded data were derived.
 DF0260
 DF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS024910(NAD 83)
 DF0260_MARKER: DD = SURVEY DISK
 DF0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0260_STAMPING: 2 C 2
 DF0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0260+STABILITY: SURFACE MOTION
 DF0260
 DF0260  HISTORY     - Date     Condition        Report By
 DF0260  HISTORY     - UNK      MONUMENTED       GAGS
 DF0260  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0260  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0260
 DF0260                          STATION DESCRIPTION
 DF0260
 DF0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0260'AT DE BRUCE.
 DF0260'THE RAILROAD STATION AT DE BRUCE IS GONE.  REFERENCE TO THE PLACE
 DF0260'AS SO NAMED IS EVIDENTLY PRACTICALLY DISCONTINUED.  NEIGHBORS STATED
 DF0260'THAT THE RAILROAD STATION WAS VERY NEAR THE PRESENT NO. 25 U.S.
 DF0260'HIGHWAY OVERPASS.  THEY ALSO STATED THAT THE RAILROAD HAD BEEN
 DF0260'RELOCATED AND POINTED OUT SIGNS OF THE PREVIOUS LOCATION, BUT MOST
 DF0260'WERE OF THE OPINION THAT THIS WAS DONE IN 1929 OR 1930.  PROBING
 DF0260'OVER THE AREA AS LOCATED BY REFERENCE TO THE APPARENTLY UNMOVED
 DF0260'SWITCH FAILED TO FIND ANY EVIDENCE OF THE MARK.  0.2 MILE SOUTHWEST
 DF0260'ALONG THE GEORGIA AND FLORIDA RAILROAD FROM THE STATION AT DE BRUCE,
 DF0260'RICHMOND COUNTY, 110 YARDS NORTHEAST OF A SIDETRACK SWITCH, AND 5.5
 DF0260'FEET NORTHWEST OF THE NORTHWEST RAIL.  A STATE SURVEY STANDARD DISK,
 DF0260'STAMPED 2 C 2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DF0260'INCH ABOVE GROUND.
 DF0260
 DF0260                          STATION RECOVERY (1979)
 DF0260
 DF0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0549 ***********************************************************************
 EE0549  DESIGNATION -  2 D 10 A
 EE0549  PID         -  EE0549
 EE0549  STATE/COUNTY-  GA/FLOYD
 EE0549  USGS QUAD   -  ROME NORTH (1985)
 EE0549
 EE0549                         *CURRENT SURVEY CONTROL
 EE0549  ___________________________________________________________________
 EE0549* NAD 83(1986)-  34 16 36.     (N)    085 08 35.     (W)     SCALED    
 EE0549* NAVD 88     -       203.642  (meters)     668.12   (feet)  POSTED    
 EE0549  ___________________________________________________________________
 EE0549  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EE0549  DYNAMIC HT  -         203.430 (meters)     667.42  (feet)  COMP
 EE0549  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 EE0549
 EE0549  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EE0549
 EE0549.The horizontal coordinates were scaled from a topographic map and have
 EE0549.an estimated accuracy of +/- 6 seconds.
 EE0549
 EE0549.The orthometric height was determined by differential leveling
 EE0549.and adjusted by the National Geodetic Survey in 1992..
 EE0549.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EE0549.rate of 2.1 thru 3.0 mm/km.
 EE0549
 EE0549.The geoid height was determined by GEOID03.
 EE0549
 EE0549.The dynamic height is computed by dividing the NAVD 88
 EE0549.geopotential number by the normal gravity value computed on the
 EE0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0549.degrees latitude (g = 980.6199 gals.).
 EE0549
 EE0549.The modeled gravity was interpolated from observed gravity values.
 EE0549
 EE0549;                    North         East    Units  Estimated Accuracy
 EE0549;SPC GA W     -   474,620.      610,100.      MT  (+/- 180 meters Scaled)
 EE0549
 EE0549                          SUPERSEDED SURVEY CONTROL
 EE0549
 EE0549  NGVD 29 (??/??/92)  203.607  (m)          668.00   (f) ADJ UNCH    1 2
 EE0549
 EE0549.Superseded values are not recommended for survey control.
 EE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0549.See file dsdata.txt to determine how the superseded data were derived.
 EE0549
 EE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC709943(NAD 83)
 EE0549_MARKER: DD = SURVEY DISK
 EE0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0549_STAMPING: 2 D 10 A
 EE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0549+STABILITY: SURFACE MOTION
 EE0549
 EE0549  HISTORY     - Date     Condition        Report By
 EE0549  HISTORY     - UNK      MONUMENTED       GAGS
 EE0549  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0549
 EE0549                          STATION DESCRIPTION
 EE0549
 EE0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0549'1 MI NE FROM FORRESTVILLE.
 EE0549'ABOUT 1.0 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0549'STATION AT FORRESTVILLE, FLOYD COUNTY, ABOUT 13-1/2 RAILS
 EE0549'SOUTHWEST OF MILEPOST 77, 88 FEET SOUTHWEST OF A YARD-LIMIT SIGN,
 EE0549'42-1/2 FEET SOUTHWEST OF A ROAD CROSSING, 60 FEET SOUTHWEST OF
 EE0549'POLE E 60, 13 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT THE TOE
 EE0549'OF THE EMBANKMENT, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A
 EE0549'STATE SURVEY STANDARD DISK, STAMPED 2 D 10 A AND SET IN THE TOP
 EE0549'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0551 ***********************************************************************
 EE0551  DESIGNATION -  2 D 10 B
 EE0551  PID         -  EE0551
 EE0551  STATE/COUNTY-  GA/FLOYD
 EE0551  USGS QUAD   -  ROME NORTH (1985)
 EE0551
 EE0551                         *CURRENT SURVEY CONTROL
 EE0551  ___________________________________________________________________
 EE0551* NAD 83(1986)-  34 16 45.     (N)    085 08 26.     (W)     SCALED    
 EE0551* NAVD 88     -       207.544  (meters)     680.92   (feet)  POSTED    
 EE0551  ___________________________________________________________________
 EE0551  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EE0551  DYNAMIC HT  -         207.330 (meters)     680.22  (feet)  COMP
 EE0551  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 EE0551
 EE0551  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EE0551
 EE0551.The horizontal coordinates were scaled from a topographic map and have
 EE0551.an estimated accuracy of +/- 6 seconds.
 EE0551
 EE0551.The orthometric height was determined by differential leveling
 EE0551.and adjusted by the National Geodetic Survey in 1992..
 EE0551.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EE0551.rate of 2.1 thru 3.0 mm/km.
 EE0551
 EE0551.The geoid height was determined by GEOID03.
 EE0551
 EE0551.The dynamic height is computed by dividing the NAVD 88
 EE0551.geopotential number by the normal gravity value computed on the
 EE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0551.degrees latitude (g = 980.6199 gals.).
 EE0551
 EE0551.The modeled gravity was interpolated from observed gravity values.
 EE0551
 EE0551;                    North         East    Units  Estimated Accuracy
 EE0551;SPC GA W     -   474,900.      610,330.      MT  (+/- 180 meters Scaled)
 EE0551
 EE0551                          SUPERSEDED SURVEY CONTROL
 EE0551
 EE0551  NGVD 29 (??/??/92)  207.510  (m)          680.81   (f) ADJ UNCH    1 2
 EE0551
 EE0551.Superseded values are not recommended for survey control.
 EE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0551.See file dsdata.txt to determine how the superseded data were derived.
 EE0551
 EE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC711946(NAD 83)
 EE0551_MARKER: DD = SURVEY DISK
 EE0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0551_STAMPING: 2 D 10 B
 EE0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0551+STABILITY: SURFACE MOTION
 EE0551
 EE0551  HISTORY     - Date     Condition        Report By
 EE0551  HISTORY     - UNK      MONUMENTED       GAGS
 EE0551  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0551
 EE0551                          STATION DESCRIPTION
 EE0551
 EE0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0551'1.2 MI NE FROM FORRESTVILLE.
 EE0551'ABOUT 1.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0551'STATION AT FORRESTVILLE, FLOYD COUNTY, ABOUT 20-1/2 RAILS
 EE0551'NORTHEAST OF MILEPOST 77, ABOUT 14-1/2 RAILS NORTHEAST OF A
 EE0551'STATION ONE MILE SIGN, AT THE NORTHEAST END OF A CUT, 87.4 FEET
 EE0551'NORTH OF POLE 384, 80.6 FEET WEST OF POLE 383, 7.2 FEET SOUTHEAST
 EE0551'OF THE SOUTHEAST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 EE0551'A STATE SURVEY STANDARD DISK, STAMPED 2 D 10 B AND SET IN THE TOP
 EE0551'OF A CONCRETE POST.  NOTE-- A DESCRIPTION CARD OF THE GEORGIA
 EE0551'GEODETIC SURVEY STATES THAT THIS BENCH MARK IS 15 RAILS NORTHEAST
 EE0551'OF A YARD-LIMIT SIGN, 7 FEET WEST OF THE WEST RAIL, AND ABOUT 2
 EE0551'INCHES UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0554 ***********************************************************************
 EE0554  DESIGNATION -  2 D 11
 EE0554  PID         -  EE0554
 EE0554  STATE/COUNTY-  GA/FLOYD
 EE0554  USGS QUAD   -  ROME NORTH (1985)
 EE0554
 EE0554                         *CURRENT SURVEY CONTROL
 EE0554  ___________________________________________________________________
 EE0554* NAD 83(1986)-  34 17 03.     (N)    085 07 47.     (W)     SCALED    
 EE0554* NAVD 88     -       205.694  (meters)     674.85   (feet)  ADJUSTED  
 EE0554  ___________________________________________________________________
 EE0554  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EE0554  DYNAMIC HT  -         205.483 (meters)     674.16  (feet)  COMP
 EE0554  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 EE0554
 EE0554  VERT ORDER  -  FIRST     CLASS I
 EE0554
 EE0554.The horizontal coordinates were scaled from a topographic map and have
 EE0554.an estimated accuracy of +/- 6 seconds.
 EE0554
 EE0554.The orthometric height was determined by differential leveling
 EE0554.and adjusted by the National Geodetic Survey in June 1991..
 EE0554
 EE0554.The geoid height was determined by GEOID03.
 EE0554
 EE0554.The dynamic height is computed by dividing the NAVD 88
 EE0554.geopotential number by the normal gravity value computed on the
 EE0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0554.degrees latitude (g = 980.6199 gals.).
 EE0554
 EE0554.The modeled gravity was interpolated from observed gravity values.
 EE0554
 EE0554;                    North         East    Units  Estimated Accuracy
 EE0554;SPC GA W     -   475,440.      611,330.      MT  (+/- 180 meters Scaled)
 EE0554
 EE0554                          SUPERSEDED SURVEY CONTROL
 EE0554
 EE0554  NGVD 29 (??/??/92)  205.663  (m)          674.75   (f) ADJ UNCH    1 1
 EE0554
 EE0554.Superseded values are not recommended for survey control.
 EE0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0554.See file dsdata.txt to determine how the superseded data were derived.
 EE0554
 EE0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC721952(NAD 83)
 EE0554_MARKER: DD = SURVEY DISK
 EE0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0554_STAMPING: 2 D 11
 EE0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0554+STABILITY: SURFACE MOTION
 EE0554
 EE0554  HISTORY     - Date     Condition        Report By
 EE0554  HISTORY     - UNK      MONUMENTED       GAGS
 EE0554  HISTORY     - 1968     GOOD             NGS
 EE0554
 EE0554                          STATION DESCRIPTION
 EE0554
 EE0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0554'3.7 MI NE FROM ROME.
 EE0554'ABOUT 3.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0554'STATION AT ROME, ABOUT 0.2 MILE NORTHEAST OF THE RAILWAY OVERPASS
 EE0554'OVER BELLS FERRY ROAD, ABOUT 250 YARDS SOUTHWEST OF MILEPOST 76,
 EE0554'NEAR THE SOUTHWEST END OF A LONG FILL, IN A STAND OF SMALL PINE
 EE0554'TREES, 33.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 EE0554'TRACK, 78 FEET EAST OF AND ACROSS THE TRACK FROM A METAL BOX THAT
 EE0554'IS 4-BY-6-INCHES AND 4 FEET HIGH, 2.7 FEET SOUTHEAST OF A METAL
 EE0554'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 EE0554'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0559 ***********************************************************************
 EE0559  DESIGNATION -  2 D 14
 EE0559  PID         -  EE0559
 EE0559  STATE/COUNTY-  GA/FLOYD
 EE0559  USGS QUAD   -  SHANNON (1985)
 EE0559
 EE0559                         *CURRENT SURVEY CONTROL
 EE0559  ___________________________________________________________________
 EE0559* NAD 83(1986)-  34 18 25.     (N)    085 06 36.     (W)     SCALED    
 EE0559* NAVD 88     -       195.607  (meters)     641.75   (feet)  ADJUSTED  
 EE0559  ___________________________________________________________________
 EE0559  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 EE0559  DYNAMIC HT  -         195.406 (meters)     641.09  (feet)  COMP
 EE0559  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 EE0559
 EE0559  VERT ORDER  -  FIRST     CLASS I
 EE0559
 EE0559.The horizontal coordinates were scaled from a topographic map and have
 EE0559.an estimated accuracy of +/- 6 seconds.
 EE0559
 EE0559.The orthometric height was determined by differential leveling
 EE0559.and adjusted by the National Geodetic Survey in June 1991..
 EE0559.WARNING-Repeat measurements at this control monument indicate possible
 EE0559.vertical movement.
 EE0559
 EE0559.The geoid height was determined by GEOID03.
 EE0559
 EE0559.The dynamic height is computed by dividing the NAVD 88
 EE0559.geopotential number by the normal gravity value computed on the
 EE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0559.degrees latitude (g = 980.6199 gals.).
 EE0559
 EE0559.The modeled gravity was interpolated from observed gravity values.
 EE0559
 EE0559;                    North         East    Units  Estimated Accuracy
 EE0559;SPC GA W     -   477,950.      613,170.      MT  (+/- 180 meters Scaled)
 EE0559
 EE0559                          SUPERSEDED SURVEY CONTROL
 EE0559
 EE0559  NGVD 29 (??/??/92)  195.617  (m)          641.79   (f) ADJ UNCH    1 1
 EE0559
 EE0559.Superseded values are not recommended for survey control.
 EE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0559.See file dsdata.txt to determine how the superseded data were derived.
 EE0559
 EE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC739978(NAD 83)
 EE0559_MARKER: DD = SURVEY DISK
 EE0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0559_STAMPING: 2 D 14
 EE0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0559+STABILITY: SURFACE MOTION
 EE0559
 EE0559  HISTORY     - Date     Condition        Report By
 EE0559  HISTORY     - UNK      MONUMENTED       GAGS
 EE0559  HISTORY     - 1968     GOOD             NGS
 EE0559
 EE0559                          STATION DESCRIPTION
 EE0559
 EE0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0559'2.9 MI SW FROM SHANNON.
 EE0559'ABOUT 2.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0559'STATION AT SHANNON, ABOUT 0.2 MILE NORTHEAST OF A NARROW GRAVELED
 EE0559'ROAD CROSSING, ABOUT 4 RAILS SOUTH OF MILEPOST 74, ON THE OUTSIDE
 EE0559'OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 55 FEET
 EE0559'SOUTH OF AND ACROSS THE TRACK FROM A WHISTLE POST, 7.1 FEET
 EE0559'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 2 1/2 FEET BELOW THE LEVEL
 EE0559'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT BELOW
 EE0559'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0563 ***********************************************************************
 EE0563  DESIGNATION -  2 D 15
 EE0563  PID         -  EE0563
 EE0563  STATE/COUNTY-  GA/FLOYD
 EE0563  USGS QUAD   -  SHANNON (1985)
 EE0563
 EE0563                         *CURRENT SURVEY CONTROL
 EE0563  ___________________________________________________________________
 EE0563* NAD 83(1986)-  34 19 47.     (N)    085 05 30.     (W)     SCALED    
 EE0563* NAVD 88     -       199.053  (meters)     653.06   (feet)  POSTED    
 EE0563  ___________________________________________________________________
 EE0563  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE0563  DYNAMIC HT  -         198.850 (meters)     652.39  (feet)  COMP
 EE0563  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 EE0563
 EE0563  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0563
 EE0563.The horizontal coordinates were scaled from a topographic map and have
 EE0563.an estimated accuracy of +/- 6 seconds.
 EE0563
 EE0563.The orthometric height was determined by differential leveling
 EE0563.and adjusted by the National Geodetic Survey in 1992..
 EE0563.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0563.rate of 0.0 thru 1.0 mm/km.
 EE0563
 EE0563.The geoid height was determined by GEOID03.
 EE0563
 EE0563.The dynamic height is computed by dividing the NAVD 88
 EE0563.geopotential number by the normal gravity value computed on the
 EE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0563.degrees latitude (g = 980.6199 gals.).
 EE0563
 EE0563.The modeled gravity was interpolated from observed gravity values.
 EE0563
 EE0563;                    North         East    Units  Estimated Accuracy
 EE0563;SPC GA W     -   480,460.      614,880.      MT  (+/- 180 meters Scaled)
 EE0563
 EE0563                          SUPERSEDED SURVEY CONTROL
 EE0563
 EE0563  NGVD 29 (??/??/92)  199.028  (m)          652.98   (f) ADJ UNCH    1 2
 EE0563
 EE0563.Superseded values are not recommended for survey control.
 EE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0563.See file dsdata.txt to determine how the superseded data were derived.
 EE0563
 EE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD755003(NAD 83)
 EE0563_MARKER: DD = SURVEY DISK
 EE0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0563_STAMPING: 2 D 15
 EE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0563+STABILITY: SURFACE MOTION
 EE0563
 EE0563  HISTORY     - Date     Condition        Report By
 EE0563  HISTORY     - UNK      MONUMENTED       GAGS
 EE0563  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0563
 EE0563                          STATION DESCRIPTION
 EE0563
 EE0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0563'1 MI S FROM SHANNON.
 EE0563'ABOUT 1.0 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0563'AT SHANNON, FLOYD COUNTY, ABOUT 2-2/3 POWER-TRANSMISSION LINE
 EE0563'POLES SOUTH OF MILEPOST 72 AND SIGNAL STAND 72.0 H, ABOUT 377
 EE0563'FEET NORTH OF A STATION ONE MILE SIGN, NEAR THE MIDDLE OF A CUT,
 EE0563'ABOUT 4.8 RAILS SOUTH OF A ROAD CROSSING, 56 FEET SOUTHWEST OF
 EE0563'POLE 220, AND 6.6 FEET WEST OF THE WEST RAIL.  A STATE SURVEY
 EE0563'STANDARD DISK, STAMPED 2 D 15 AND SET IN THE TOP OF A CONCRETE
 EE0563'POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0565 ***********************************************************************
 EE0565  DESIGNATION -  2 D 16
 EE0565  PID         -  EE0565
 EE0565  STATE/COUNTY-  GA/FLOYD
 EE0565  USGS QUAD   -  SHANNON (1985)
 EE0565
 EE0565                         *CURRENT SURVEY CONTROL
 EE0565  ___________________________________________________________________
 EE0565* NAD 83(1986)-  34 20 31.     (N)    085 04 52.     (W)     SCALED    
 EE0565* NAVD 88     -       209.602  (meters)     687.67   (feet)  POSTED    
 EE0565  ___________________________________________________________________
 EE0565  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 EE0565  DYNAMIC HT  -         209.390 (meters)     686.97  (feet)  COMP
 EE0565  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 EE0565
 EE0565  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0565
 EE0565.The horizontal coordinates were scaled from a topographic map and have
 EE0565.an estimated accuracy of +/- 6 seconds.
 EE0565
 EE0565.The orthometric height was determined by differential leveling
 EE0565.and adjusted by the National Geodetic Survey in 1992..
 EE0565.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0565.rate of 0.0 thru 1.0 mm/km.
 EE0565
 EE0565.The geoid height was determined by GEOID03.
 EE0565
 EE0565.The dynamic height is computed by dividing the NAVD 88
 EE0565.geopotential number by the normal gravity value computed on the
 EE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0565.degrees latitude (g = 980.6199 gals.).
 EE0565
 EE0565.The modeled gravity was interpolated from observed gravity values.
 EE0565
 EE0565;                    North         East    Units  Estimated Accuracy
 EE0565;SPC GA W     -   481,810.      615,870.      MT  (+/- 180 meters Scaled)
 EE0565
 EE0565                          SUPERSEDED SURVEY CONTROL
 EE0565
 EE0565  NGVD 29 (??/??/92)  209.577  (m)          687.59   (f) ADJ UNCH    1 2
 EE0565
 EE0565.Superseded values are not recommended for survey control.
 EE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0565.See file dsdata.txt to determine how the superseded data were derived.
 EE0565
 EE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD765017(NAD 83)
 EE0565_MARKER: DD = SURVEY DISK
 EE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0565_STAMPING: 2 D 16
 EE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0565+STABILITY: SURFACE MOTION
 EE0565
 EE0565  HISTORY     - Date     Condition        Report By
 EE0565  HISTORY     - UNK      MONUMENTED       GAGS
 EE0565  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0565
 EE0565                          STATION DESCRIPTION
 EE0565
 EE0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0565'AT SHANNON.
 EE0565'AT SHANNON, FLOYD COUNTY, ABOUT 160 FEET SOUTHEAST OF THE
 EE0565'SOUTHEAST CORNER OF THE SOUTHERN RAILWAY STATION, AT THE END OF A
 EE0565'SPUR TRACK, 64 FEET SOUTHWEST OF POLE 185, 20.7 FEET EAST OF THE
 EE0565'EAST RAIL OF THE MAIN TRACK, ON THE TOP OF A MOUND, AND ABOUT 4
 EE0565'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 2 D 16
 EE0565'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 EE0565'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0570 ***********************************************************************
 EE0570  DESIGNATION -  2 D 17
 EE0570  PID         -  EE0570
 EE0570  STATE/COUNTY-  GA/FLOYD
 EE0570  USGS QUAD   -  SHANNON (1985)
 EE0570
 EE0570                         *CURRENT SURVEY CONTROL
 EE0570  ___________________________________________________________________
 EE0570* NAD 83(1986)-  34 21 47.     (N)    085 03 50.     (W)     SCALED    
 EE0570* NAVD 88     -       198.930  (meters)     652.66   (feet)  POSTED    
 EE0570  ___________________________________________________________________
 EE0570  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0570  DYNAMIC HT  -         198.730 (meters)     652.00  (feet)  COMP
 EE0570  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 EE0570
 EE0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0570
 EE0570.The horizontal coordinates were scaled from a topographic map and have
 EE0570.an estimated accuracy of +/- 6 seconds.
 EE0570
 EE0570.The orthometric height was determined by differential leveling
 EE0570.and adjusted by the National Geodetic Survey in 1992..
 EE0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0570.rate of 0.0 thru 1.0 mm/km.
 EE0570
 EE0570.The geoid height was determined by GEOID03.
 EE0570
 EE0570.The dynamic height is computed by dividing the NAVD 88
 EE0570.geopotential number by the normal gravity value computed on the
 EE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0570.degrees latitude (g = 980.6199 gals.).
 EE0570
 EE0570.The modeled gravity was interpolated from observed gravity values.
 EE0570
 EE0570;                    North         East    Units  Estimated Accuracy
 EE0570;SPC GA W     -   484,140.      617,470.      MT  (+/- 180 meters Scaled)
 EE0570
 EE0570                          SUPERSEDED SURVEY CONTROL
 EE0570
 EE0570  NGVD 29 (??/??/92)  198.909  (m)          652.59   (f) ADJ UNCH    1 2
 EE0570
 EE0570.Superseded values are not recommended for survey control.
 EE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0570.See file dsdata.txt to determine how the superseded data were derived.
 EE0570
 EE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD780041(NAD 83)
 EE0570_MARKER: DD = SURVEY DISK
 EE0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0570_STAMPING: 2 D 17
 EE0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0570+STABILITY: SURFACE MOTION
 EE0570
 EE0570  HISTORY     - Date     Condition        Report By
 EE0570  HISTORY     - UNK      MONUMENTED       GAGS
 EE0570  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0570
 EE0570                          STATION DESCRIPTION
 EE0570
 EE0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0570'1.7 MI N FROM SHANNON.
 EE0570'ABOUT 1.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0570'AT SHANNON, FLOYD COUNTY, ABOUT 2-3/4 RAILS NORTH OF THE STATION
 EE0570'SIGN AT PINSON, ABOUT 1-3/4 POWER-TRANSMISSION LINE POLES SOUTH
 EE0570'OF SIGNAL STAND 69.4 H, ABOUT 163 FEET NORTH OF A ROAD CROSSING,
 EE0570'66 FEET NORTH OF THE NORTHEAST CORNER OF THE PASSENGER WALKWAY
 EE0570'AT THE STATION, 80 FEET SOUTHWEST OF POLE 122, 23.5 FEET WEST OF
 EE0570'THE WEST RAIL, ON THE TOP OF A BANK, AND ABOUT 4 FEET HIGHER THAN
 EE0570'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 2 D 17 AND SET
 EE0570'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0571 ***********************************************************************
 EE0571  DESIGNATION -  2 D 18
 EE0571  PID         -  EE0571
 EE0571  STATE/COUNTY-  GA/FLOYD
 EE0571  USGS QUAD   -  SHANNON (1985)
 EE0571
 EE0571                         *CURRENT SURVEY CONTROL
 EE0571  ___________________________________________________________________
 EE0571* NAD 83(1986)-  34 22 06.     (N)    085 03 37.     (W)     SCALED    
 EE0571* NAVD 88     -       199.214  (meters)     653.59   (feet)  POSTED    
 EE0571  ___________________________________________________________________
 EE0571  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0571  DYNAMIC HT  -         199.010 (meters)     652.92  (feet)  COMP
 EE0571  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 EE0571
 EE0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0571
 EE0571.The horizontal coordinates were scaled from a topographic map and have
 EE0571.an estimated accuracy of +/- 6 seconds.
 EE0571
 EE0571.The orthometric height was determined by differential leveling
 EE0571.and adjusted by the National Geodetic Survey in 1992..
 EE0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0571.rate of 0.0 thru 1.0 mm/km.
 EE0571
 EE0571.The geoid height was determined by GEOID03.
 EE0571
 EE0571.The dynamic height is computed by dividing the NAVD 88
 EE0571.geopotential number by the normal gravity value computed on the
 EE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0571.degrees latitude (g = 980.6199 gals.).
 EE0571
 EE0571.The modeled gravity was interpolated from observed gravity values.
 EE0571
 EE0571;                    North         East    Units  Estimated Accuracy
 EE0571;SPC GA W     -   484,720.      617,810.      MT  (+/- 180 meters Scaled)
 EE0571
 EE0571                          SUPERSEDED SURVEY CONTROL
 EE0571
 EE0571  NGVD 29 (??/??/92)  199.194  (m)          653.52   (f) ADJ UNCH    1 2
 EE0571
 EE0571.Superseded values are not recommended for survey control.
 EE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0571.See file dsdata.txt to determine how the superseded data were derived.
 EE0571
 EE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD783047(NAD 83)
 EE0571_MARKER: DD = SURVEY DISK
 EE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0571_STAMPING: 2 D 18
 EE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0571+STABILITY: SURFACE MOTION
 EE0571
 EE0571  HISTORY     - Date     Condition        Report By
 EE0571  HISTORY     - UNK      MONUMENTED       GAGS
 EE0571  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0571
 EE0571                          STATION DESCRIPTION
 EE0571
 EE0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0571'2.1 MI N FROM SHANNON.
 EE0571'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0571'AT SHANNON, FLOYD COUNTY, ABOUT 0.4 MILE NORTH OF THE STATION AT
 EE0571'PINSON, ABOUT 17-1/2 RAILS SOUTH OF MILEPOST 69, AT A VERTICAL
 EE0571'CURVE, AT THE SOUTH END OF A CUT, 25 FEET NORTHEAST OF A ROAD
 EE0571'CROSSING, 9-1/2 FEET EAST OF THE EAST RAIL, 33 FEET SOUTHWEST
 EE0571'OF POLE 108, AT THE TOE OF A BANK, AND ABOUT 1-1/2 FEET LOWER THAN
 EE0571'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 2 D 18 AND SET
 EE0571'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0576 ***********************************************************************
 EE0576  DESIGNATION -  2 D 19
 EE0576  PID         -  EE0576
 EE0576  STATE/COUNTY-  GA/FLOYD
 EE0576  USGS QUAD   -  PLAINVILLE (1985)
 EE0576
 EE0576                         *CURRENT SURVEY CONTROL
 EE0576  ___________________________________________________________________
 EE0576* NAD 83(1986)-  34 23 07.     (N)    085 02 58.     (W)     SCALED    
 EE0576* NAVD 88     -       203.537  (meters)     667.77   (feet)  POSTED    
 EE0576  ___________________________________________________________________
 EE0576  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE0576  DYNAMIC HT  -         203.330 (meters)     667.09  (feet)  COMP
 EE0576  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 EE0576
 EE0576  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EE0576
 EE0576.The horizontal coordinates were scaled from a topographic map and have
 EE0576.an estimated accuracy of +/- 6 seconds.
 EE0576
 EE0576.The orthometric height was determined by differential leveling
 EE0576.and adjusted by the National Geodetic Survey in 1992..
 EE0576.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EE0576.rate of 1.1 thru 2.0 mm/km.
 EE0576
 EE0576.The geoid height was determined by GEOID03.
 EE0576
 EE0576.The dynamic height is computed by dividing the NAVD 88
 EE0576.geopotential number by the normal gravity value computed on the
 EE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0576.degrees latitude (g = 980.6199 gals.).
 EE0576
 EE0576.The modeled gravity was interpolated from observed gravity values.
 EE0576
 EE0576;                    North         East    Units  Estimated Accuracy
 EE0576;SPC GA W     -   486,590.      618,820.      MT  (+/- 180 meters Scaled)
 EE0576
 EE0576                          SUPERSEDED SURVEY CONTROL
 EE0576
 EE0576  NGVD 29 (??/??/92)  203.521  (m)          667.72   (f) ADJ UNCH    2 0
 EE0576
 EE0576.Superseded values are not recommended for survey control.
 EE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0576.See file dsdata.txt to determine how the superseded data were derived.
 EE0576
 EE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD793066(NAD 83)
 EE0576_MARKER: DD = SURVEY DISK
 EE0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0576_STAMPING: 2 D 19
 EE0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0576+STABILITY: SURFACE MOTION
 EE0576
 EE0576  HISTORY     - Date     Condition        Report By
 EE0576  HISTORY     - UNK      MONUMENTED       GAGS
 EE0576  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0576
 EE0576                          STATION DESCRIPTION
 EE0576
 EE0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0576'1.4 MI S FROM PLAINVILLE.
 EE0576'IN FLOYD COUNTY, ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN
 EE0576'RAILWAY FROM THE STATION AT PLAINVILLE, GORDON COUNTY, ABOUT
 EE0576'7 POWER-TRANSMISSION LINE POLES NORTH OF MILEPOST 68, 29 FEET
 EE0576'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE NEON CHURCH
 EE0576'ROAD (SHECK CROSSING), 48 FEET WEST OF POLE 60, 10 FEET WEST
 EE0576'OF THE WEST RAIL, AND 6.3 FEET SOUTH OF A CROSSING SIGN.  A STATE
 EE0576'SURVEY STANDARD DISK, STAMPED 2 D 19 AND SET IN THE TOP OF A
 EE0576'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0582 ***********************************************************************
 EE0582  DESIGNATION -  2 D 21
 EE0582  PID         -  EE0582
 EE0582  STATE/COUNTY-  GA/GORDON
 EE0582  USGS QUAD   -  PLAINVILLE (1985)
 EE0582
 EE0582                         *CURRENT SURVEY CONTROL
 EE0582  ___________________________________________________________________
 EE0582* NAD 83(1986)-  34 24 57.     (N)    085 01 49.     (W)     SCALED    
 EE0582* NAVD 88     -       205.174  (meters)     673.14   (feet)  POSTED    
 EE0582  ___________________________________________________________________
 EE0582  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EE0582  DYNAMIC HT  -         204.960 (meters)     672.44  (feet)  COMP
 EE0582  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 EE0582
 EE0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0582
 EE0582.The horizontal coordinates were scaled from a topographic map and have
 EE0582.an estimated accuracy of +/- 6 seconds.
 EE0582
 EE0582.The orthometric height was determined by differential leveling
 EE0582.and adjusted by the National Geodetic Survey in 1992..
 EE0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0582.rate of 0.0 thru 1.0 mm/km.
 EE0582
 EE0582.The geoid height was determined by GEOID03.
 EE0582
 EE0582.The dynamic height is computed by dividing the NAVD 88
 EE0582.geopotential number by the normal gravity value computed on the
 EE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0582.degrees latitude (g = 980.6199 gals.).
 EE0582
 EE0582.The modeled gravity was interpolated from observed gravity values.
 EE0582
 EE0582;                    North         East    Units  Estimated Accuracy
 EE0582;SPC GA W     -   489,960.      620,610.      MT  (+/- 180 meters Scaled)
 EE0582
 EE0582                          SUPERSEDED SURVEY CONTROL
 EE0582
 EE0582  NGVD 29 (??/??/92)  205.161  (m)          673.10   (f) ADJ UNCH    1 2
 EE0582
 EE0582.Superseded values are not recommended for survey control.
 EE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0582.See file dsdata.txt to determine how the superseded data were derived.
 EE0582
 EE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD810100(NAD 83)
 EE0582_MARKER: DD = SURVEY DISK
 EE0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0582_STAMPING: 2 D 21
 EE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0582+STABILITY: SURFACE MOTION
 EE0582
 EE0582  HISTORY     - Date     Condition        Report By
 EE0582  HISTORY     - UNK      MONUMENTED       GAGS
 EE0582  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0582
 EE0582                          STATION DESCRIPTION
 EE0582
 EE0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0582'0.9 MI NE FROM PLAINVILLE.
 EE0582'ABOUT 0.9 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0582'STATION AT PLAINVILLE, GORDON COUNTY, ABOUT 28-1/2 RAILS SOUTHWEST
 EE0582'OF SEMAPHORE 65.2 H, AT A FILL, 4.6 FEET EAST OF THE EAST RAIL,
 EE0582'AND ABOUT 3/4 FOOT LOWER THAN THE TRACK.  A STATE SURVEY STANDARD
 EE0582'DISK, STAMPED 2 D 21 AND SET IN THE TOP OF A CONCRETE POST
 EE0582'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0587 ***********************************************************************
 EE0587  DESIGNATION -  2 D 22 B=E 181 X
 EE0587  PID         -  EE0587
 EE0587  STATE/COUNTY-  GA/GORDON
 EE0587  USGS QUAD   -  PLAINVILLE (1985)
 EE0587
 EE0587                         *CURRENT SURVEY CONTROL
 EE0587  ___________________________________________________________________
 EE0587* NAD 83(1986)-  34 26 02.     (N)    085 01 11.     (W)     SCALED    
 EE0587* NAVD 88     -       205.230  (meters)     673.33   (feet)  ADJUSTED  
 EE0587  ___________________________________________________________________
 EE0587  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 EE0587  DYNAMIC HT  -         205.020 (meters)     672.64  (feet)  COMP
 EE0587  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 EE0587
 EE0587  VERT ORDER  -  FIRST     CLASS II
 EE0587
 EE0587.The horizontal coordinates were scaled from a topographic map and have
 EE0587.an estimated accuracy of +/- 6 seconds.
 EE0587
 EE0587.The orthometric height was determined by differential leveling
 EE0587.and adjusted by the National Geodetic Survey in June 1991..
 EE0587
 EE0587.The geoid height was determined by GEOID03.
 EE0587
 EE0587.The dynamic height is computed by dividing the NAVD 88
 EE0587.geopotential number by the normal gravity value computed on the
 EE0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0587.degrees latitude (g = 980.6199 gals.).
 EE0587
 EE0587.The modeled gravity was interpolated from observed gravity values.
 EE0587
 EE0587;                    North         East    Units  Estimated Accuracy
 EE0587;SPC GA W     -   491,960.      621,600.      MT  (+/- 180 meters Scaled)
 EE0587
 EE0587                          SUPERSEDED SURVEY CONTROL
 EE0587
 EE0587  NGVD 29 (??/??/92)  205.220  (m)          673.29   (f) ADJ UNCH    1 2
 EE0587
 EE0587.Superseded values are not recommended for survey control.
 EE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0587.See file dsdata.txt to determine how the superseded data were derived.
 EE0587
 EE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD819120(NAD 83)
 EE0587_MARKER: DD = SURVEY DISK
 EE0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0587_STAMPING: E 181 X 1936
 EE0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0587+STABILITY: SURFACE MOTION
 EE0587
 EE0587  HISTORY     - Date     Condition        Report By
 EE0587  HISTORY     - 1936     MONUMENTED       GAGS
 EE0587  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0587  HISTORY     - 19950328 GOOD             LOCENG
 EE0587
 EE0587                          STATION DESCRIPTION
 EE0587
 EE0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0587'2.1 MI S FROM REEVES.
 EE0587'ABOUT 2.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 EE0587'STATION AT REEVES, GORDON COUNTY, ABOUT 5-1/3 RAILS SOUTH OF
 EE0587'MILEPOST 64, NEAR THE SOUTH END OF A CUT, ABOUT 5-2/3 RAILS NORTH
 EE0587'OF A FARM-ROAD CROSSING, ABOUT 20 FEET EAST OF THE EAST RAIL,
 EE0587'ON THE TOP OF A BANK, AND ABOUT 5-1/2 FEET HIGHER THAN THE
 EE0587'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED E 181 X 1936
 EE0587'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 EE0587'ABOVE GROUND.
 EE0587
 EE0587                          STATION RECOVERY (1995)
 EE0587
 EE0587'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (ST)
 EE0587'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0588 ***********************************************************************
 EE0588  DESIGNATION -  2 D 22 D
 EE0588  PID         -  EE0588
 EE0588  STATE/COUNTY-  GA/GORDON
 EE0588  USGS QUAD   -  PLAINVILLE (1985)
 EE0588
 EE0588                         *CURRENT SURVEY CONTROL
 EE0588  ___________________________________________________________________
 EE0588* NAD 83(1986)-  34 26 37.     (N)    085 00 49.     (W)     SCALED    
 EE0588* NAVD 88     -       197.678  (meters)     648.55   (feet)  ADJUSTED  
 EE0588  ___________________________________________________________________
 EE0588  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EE0588  DYNAMIC HT  -         197.476 (meters)     647.89  (feet)  COMP
 EE0588  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 EE0588
 EE0588  VERT ORDER  -  FIRST     CLASS I
 EE0588
 EE0588.The horizontal coordinates were scaled from a topographic map and have
 EE0588.an estimated accuracy of +/- 6 seconds.
 EE0588
 EE0588.The orthometric height was determined by differential leveling
 EE0588.and adjusted by the National Geodetic Survey in June 1991..
 EE0588
 EE0588.The geoid height was determined by GEOID03.
 EE0588
 EE0588.The dynamic height is computed by dividing the NAVD 88
 EE0588.geopotential number by the normal gravity value computed on the
 EE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0588.degrees latitude (g = 980.6199 gals.).
 EE0588
 EE0588.The modeled gravity was interpolated from observed gravity values.
 EE0588
 EE0588;                    North         East    Units  Estimated Accuracy
 EE0588;SPC GA W     -   493,030.      622,170.      MT  (+/- 180 meters Scaled)
 EE0588
 EE0588                          SUPERSEDED SURVEY CONTROL
 EE0588
 EE0588  NGVD 29 (??/??/92)  197.657  (m)          648.48   (f) ADJ UNCH    1 1
 EE0588
 EE0588.Superseded values are not recommended for survey control.
 EE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0588.See file dsdata.txt to determine how the superseded data were derived.
 EE0588
 EE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD824131(NAD 83)
 EE0588_MARKER: DD = SURVEY DISK
 EE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0588+STABILITY: SURFACE MOTION
 EE0588
 EE0588  HISTORY     - Date     Condition        Report By
 EE0588  HISTORY     - UNK      MONUMENTED       GAGS
 EE0588  HISTORY     - 1968     GOOD             NGS
 EE0588
 EE0588                          STATION DESCRIPTION
 EE0588
 EE0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0588'1.2 MI S FROM REEVES.
 EE0588'ABOUT 1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM A BLACKTOP
 EE0588'ROAD CROSSING AT REEVES, ABOUT 0.25 MILE SOUTH OF MILEPOST 63,
 EE0588'ON THE OUTSIDE AND NEAR THE SOUTHWEST END OF A LONG CURVE WITH
 EE0588'TANGENTS EXTENDING NORTH AND SOUTHWEST, NEAR THE SOUTHWEST
 EE0588'END OF A LONG CUT, ABOUT 35 YARDS NORTHEAST OF AN ABANDONED ROAD
 EE0588'CROSSING, 27 FEET NORTH OF THE CENTER LINE OF THE ABANDONED
 EE0588'ROAD, 7.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ON THE EXTENDED
 EE0588'LINE OF THE SOUTHEAST RAIL ON THE SOUTHWEST SIDE OF THE CURVE,
 EE0588'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 EE0588'TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0589 ***********************************************************************
 EE0589  DESIGNATION -  2 D 23
 EE0589  PID         -  EE0589
 EE0589  STATE/COUNTY-  GA/GORDON
 EE0589  USGS QUAD   -  PLAINVILLE (1985)
 EE0589
 EE0589                         *CURRENT SURVEY CONTROL
 EE0589  ___________________________________________________________________
 EE0589* NAD 83(1986)-  34 26 42.     (N)    085 00 46.     (W)     SCALED    
 EE0589* NAVD 88     -       197.479  (meters)     647.90   (feet)  POSTED    
 EE0589  ___________________________________________________________________
 EE0589  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EE0589  DYNAMIC HT  -         197.280 (meters)     647.24  (feet)  COMP
 EE0589  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 EE0589
 EE0589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0589
 EE0589.The horizontal coordinates were scaled from a topographic map and have
 EE0589.an estimated accuracy of +/- 6 seconds.
 EE0589
 EE0589.The orthometric height was determined by differential leveling
 EE0589.and adjusted by the National Geodetic Survey in 1992..
 EE0589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0589.rate of 0.0 thru 1.0 mm/km.
 EE0589
 EE0589.The geoid height was determined by GEOID03.
 EE0589
 EE0589.The dynamic height is computed by dividing the NAVD 88
 EE0589.geopotential number by the normal gravity value computed on the
 EE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0589.degrees latitude (g = 980.6199 gals.).
 EE0589
 EE0589.The modeled gravity was interpolated from observed gravity values.
 EE0589
 EE0589;                    North         East    Units  Estimated Accuracy
 EE0589;SPC GA W     -   493,190.      622,250.      MT  (+/- 180 meters Scaled)
 EE0589
 EE0589                          SUPERSEDED SURVEY CONTROL
 EE0589
 EE0589  NGVD 29 (??/??/92)  197.469  (m)          647.86   (f) ADJ UNCH    2 0
 EE0589
 EE0589.Superseded values are not recommended for survey control.
 EE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0589.See file dsdata.txt to determine how the superseded data were derived.
 EE0589
 EE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD825132(NAD 83)
 EE0589_MARKER: DD = SURVEY DISK
 EE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0589_STAMPING: 2 D 23
 EE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0589+STABILITY: SURFACE MOTION
 EE0589
 EE0589  HISTORY     - Date     Condition        Report By
 EE0589  HISTORY     - UNK      MONUMENTED       GAGS
 EE0589  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0589
 EE0589                          STATION DESCRIPTION
 EE0589
 EE0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0589'1 MI S FROM REEVES.
 EE0589'ABOUT 1.0 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0589'AT REEVES, GORDON COUNTY, ABOUT 744 FEET SOUTH OF MILEPOST
 EE0589'63, ABOUT 20-1/4 RAILS NORTH OF A ROAD CROSSING, AT A CUT, 16
 EE0589'FEET EAST OF THE EAST RAIL, 22 FEET NORTH OF POLE E 16, AND AT
 EE0589'THE FOOT OF THE BANK.  A STATE SURVEY STANDARD DISK, STAMPED
 EE0589'2 D 23 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 EE0589'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0591 ***********************************************************************
 EE0591  DESIGNATION -  2 D 24
 EE0591  PID         -  EE0591
 EE0591  STATE/COUNTY-  GA/GORDON
 EE0591  USGS QUAD   -  PLAINVILLE (1985)
 EE0591
 EE0591                         *CURRENT SURVEY CONTROL
 EE0591  ___________________________________________________________________
 EE0591* NAD 83(1986)-  34 27 13.     (N)    085 00 43.     (W)     SCALED    
 EE0591* NAVD 88     -       195.806  (meters)     642.41   (feet)  ADJUSTED  
 EE0591  ___________________________________________________________________
 EE0591  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE0591  DYNAMIC HT  -         195.606 (meters)     641.75  (feet)  COMP
 EE0591  MODELED GRAV-     979,610.5   (mgal)                       NAVD 88
 EE0591
 EE0591  VERT ORDER  -  FIRST     CLASS II
 EE0591
 EE0591.The horizontal coordinates were scaled from a topographic map and have
 EE0591.an estimated accuracy of +/- 6 seconds.
 EE0591
 EE0591.The orthometric height was determined by differential leveling
 EE0591.and adjusted by the National Geodetic Survey in June 1991..
 EE0591
 EE0591.The geoid height was determined by GEOID03.
 EE0591
 EE0591.The dynamic height is computed by dividing the NAVD 88
 EE0591.geopotential number by the normal gravity value computed on the
 EE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0591.degrees latitude (g = 980.6199 gals.).
 EE0591
 EE0591.The modeled gravity was interpolated from observed gravity values.
 EE0591
 EE0591;                    North         East    Units  Estimated Accuracy
 EE0591;SPC GA W     -   494,140.      622,330.      MT  (+/- 180 meters Scaled)
 EE0591
 EE0591                          SUPERSEDED SURVEY CONTROL
 EE0591
 EE0591  NGVD 29 (??/??/92)  195.797  (m)          642.38   (f) ADJ UNCH    1 2
 EE0591
 EE0591.Superseded values are not recommended for survey control.
 EE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0591.See file dsdata.txt to determine how the superseded data were derived.
 EE0591
 EE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD826142(NAD 83)
 EE0591_MARKER: DD = SURVEY DISK
 EE0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0591_STAMPING: 2 D 24
 EE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0591+STABILITY: SURFACE MOTION
 EE0591
 EE0591  HISTORY     - Date     Condition        Report By
 EE0591  HISTORY     - UNK      MONUMENTED       GAGS
 EE0591  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0591
 EE0591                          STATION DESCRIPTION
 EE0591
 EE0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0591'0.5 MI S FROM REEVES.
 EE0591'ABOUT 0.5 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0591'AT REEVES, GORDON COUNTY, AT A CURVE, ABOUT 1 POLE NORTH OF THE
 EE0591'SOUTH END OF A CUT, ABOUT 4 RAILS NORTH OF A HANDCAR SET-OFF, 12
 EE0591'FEET EAST OF THE EAST RAIL, 17 FEET NORTHWEST OF A POLE, AND
 EE0591'AT THE TOE OF A CUT BANK.  A STATE SURVEY STANDARD DISK, STAMPED
 EE0591'2 D 24 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 EE0591'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0598 ***********************************************************************
 EE0598  DESIGNATION -  2 D 26 A
 EE0598  PID         -  EE0598
 EE0598  STATE/COUNTY-  GA/GORDON
 EE0598  USGS QUAD   -  PLAINVILLE (1985)
 EE0598
 EE0598                         *CURRENT SURVEY CONTROL
 EE0598  ___________________________________________________________________
 EE0598* NAD 83(1986)-  34 29 19.     (N)    085 00 57.     (W)     SCALED    
 EE0598* NAVD 88     -       195.549  (meters)     641.56   (feet)  ADJUSTED  
 EE0598  ___________________________________________________________________
 EE0598  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE0598  DYNAMIC HT  -         195.350 (meters)     640.91  (feet)  COMP
 EE0598  MODELED GRAV-     979,613.6   (mgal)                       NAVD 88
 EE0598
 EE0598  VERT ORDER  -  FIRST     CLASS II
 EE0598
 EE0598.The horizontal coordinates were scaled from a topographic map and have
 EE0598.an estimated accuracy of +/- 6 seconds.
 EE0598
 EE0598.The orthometric height was determined by differential leveling
 EE0598.and adjusted by the National Geodetic Survey in June 1991..
 EE0598
 EE0598.The geoid height was determined by GEOID03.
 EE0598
 EE0598.The dynamic height is computed by dividing the NAVD 88
 EE0598.geopotential number by the normal gravity value computed on the
 EE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0598.degrees latitude (g = 980.6199 gals.).
 EE0598
 EE0598.The modeled gravity was interpolated from observed gravity values.
 EE0598
 EE0598;                    North         East    Units  Estimated Accuracy
 EE0598;SPC GA W     -   498,030.      622,010.      MT  (+/- 180 meters Scaled)
 EE0598
 EE0598                          SUPERSEDED SURVEY CONTROL
 EE0598
 EE0598  NGVD 29 (??/??/92)  195.541  (m)          641.54   (f) ADJ UNCH    1 2
 EE0598
 EE0598.Superseded values are not recommended for survey control.
 EE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0598.See file dsdata.txt to determine how the superseded data were derived.
 EE0598
 EE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD821181(NAD 83)
 EE0598_MARKER: DD = SURVEY DISK
 EE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0598_STAMPING: 2 D 26 A
 EE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0598+STABILITY: SURFACE MOTION
 EE0598
 EE0598  HISTORY     - Date     Condition        Report By
 EE0598  HISTORY     - UNK      MONUMENTED       GAGS
 EE0598  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0598
 EE0598                          STATION DESCRIPTION
 EE0598
 EE0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0598'0.4 MI N FROM OOSTANAULA.
 EE0598'ABOUT 0.4 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0598'AT OOSTANAULA, GORDON COUNTY, ABOUT 7-3/4 POLES SOUTH OF
 EE0598'SIGNAL TOWER 60.0 H, ABOUT 14.8 RAILS SOUTH OF A ROAD CROSSING,
 EE0598'ABOUT 17 RAILS NORTH OF A WHISTLE POST, AT THE NORTH END OF
 EE0598'A CUT, 20 FEET EAST OF THE EAST RAIL, AT THE TOE OF A CUT BANK,
 EE0598'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A STATE SURVEY STANDARD
 EE0598'DISK, STAMPED 2 D 26 A AND SET IN THE TOP OF A CONCRETE POST
 EE0598'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0601 ***********************************************************************
 EE0601  DESIGNATION -  2 D 26 B
 EE0601  PID         -  EE0601
 EE0601  STATE/COUNTY-  GA/GORDON
 EE0601  USGS QUAD   -  PLAINVILLE (1985)
 EE0601
 EE0601                         *CURRENT SURVEY CONTROL
 EE0601  ___________________________________________________________________
 EE0601* NAD 83(1986)-  34 29 48.     (N)    085 01 08.     (W)     SCALED    
 EE0601* NAVD 88     -       198.184  (meters)     650.21   (feet)  ADJUSTED  
 EE0601  ___________________________________________________________________
 EE0601  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE0601  DYNAMIC HT  -         197.982 (meters)     649.55  (feet)  COMP
 EE0601  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 EE0601
 EE0601  VERT ORDER  -  FIRST     CLASS II
 EE0601
 EE0601.The horizontal coordinates were scaled from a topographic map and have
 EE0601.an estimated accuracy of +/- 6 seconds.
 EE0601
 EE0601.The orthometric height was determined by differential leveling
 EE0601.and adjusted by the National Geodetic Survey in June 1991..
 EE0601
 EE0601.The geoid height was determined by GEOID03.
 EE0601
 EE0601.The dynamic height is computed by dividing the NAVD 88
 EE0601.geopotential number by the normal gravity value computed on the
 EE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0601.degrees latitude (g = 980.6199 gals.).
 EE0601
 EE0601.The modeled gravity was interpolated from observed gravity values.
 EE0601
 EE0601;                    North         East    Units  Estimated Accuracy
 EE0601;SPC GA W     -   498,920.      621,740.      MT  (+/- 180 meters Scaled)
 EE0601
 EE0601                          SUPERSEDED SURVEY CONTROL
 EE0601
 EE0601  NGVD 29 (??/??/92)  198.175  (m)          650.18   (f) ADJ UNCH    1 2
 EE0601
 EE0601.Superseded values are not recommended for survey control.
 EE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0601.See file dsdata.txt to determine how the superseded data were derived.
 EE0601
 EE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD818190(NAD 83)
 EE0601_MARKER: DD = SURVEY DISK
 EE0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0601_STAMPING: 2 D 26 B
 EE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0601+STABILITY: SURFACE MOTION
 EE0601
 EE0601  HISTORY     - Date     Condition        Report By
 EE0601  HISTORY     - UNK      MONUMENTED       GAGS
 EE0601  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0601
 EE0601                          STATION DESCRIPTION
 EE0601
 EE0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0601'0.9 MI N FROM OOSTANAULA.
 EE0601'ABOUT 0.9 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0601'AT OOSTANAULA, GORDON COUNTY, ABOUT 36 RAILS NORTH OF MILEPOST
 EE0601'60, ABOUT MIDWAY BETWEEN TWO CUTS, ABOUT 17 RAILS NORTH OF A
 EE0601'WHISTLE POST, 6.8 FEET WEST OF THE WEST RAIL, AND ABOUT 2 INCHES
 EE0601'UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 2 D 26 B
 EE0601'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0476 ***********************************************************************
 EE0476  DESIGNATION -  2 D 27
 EE0476  PID         -  EE0476
 EE0476  STATE/COUNTY-  GA/GORDON
 EE0476  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0476
 EE0476                         *CURRENT SURVEY CONTROL
 EE0476  ___________________________________________________________________
 EE0476* NAD 83(1986)-  34 30 40.     (N)    085 01 11.     (W)     SCALED    
 EE0476* NAVD 88     -       195.099  (meters)     640.09   (feet)  ADJUSTED  
 EE0476  ___________________________________________________________________
 EE0476  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE0476  DYNAMIC HT  -         194.900 (meters)     639.43  (feet)  COMP
 EE0476  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EE0476
 EE0476  VERT ORDER  -  SECOND    CLASS 0
 EE0476
 EE0476.The horizontal coordinates were scaled from a topographic map and have
 EE0476.an estimated accuracy of +/- 6 seconds.
 EE0476
 EE0476.The orthometric height was determined by differential leveling
 EE0476.and adjusted by the National Geodetic Survey in June 1991..
 EE0476
 EE0476.The geoid height was determined by GEOID03.
 EE0476
 EE0476.The dynamic height is computed by dividing the NAVD 88
 EE0476.geopotential number by the normal gravity value computed on the
 EE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0476.degrees latitude (g = 980.6199 gals.).
 EE0476
 EE0476.The modeled gravity was interpolated from observed gravity values.
 EE0476
 EE0476;                    North         East    Units  Estimated Accuracy
 EE0476;SPC GA W     -   500,520.      621,670.      MT  (+/- 180 meters Scaled)
 EE0476
 EE0476                          SUPERSEDED SURVEY CONTROL
 EE0476
 EE0476  NGVD 29 (??/??/92)  195.086  (m)          640.04   (f) ADJ UNCH    2 0
 EE0476
 EE0476.Superseded values are not recommended for survey control.
 EE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0476.See file dsdata.txt to determine how the superseded data were derived.
 EE0476
 EE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD817206(NAD 83)
 EE0476_MARKER: DD = SURVEY DISK
 EE0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0476_STAMPING: 2 D 27
 EE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0476+STABILITY: SURFACE MOTION
 EE0476
 EE0476  HISTORY     - Date     Condition        Report By
 EE0476  HISTORY     - UNK      MONUMENTED       GAGS
 EE0476  HISTORY     - 1936     GOOD             NGS
 EE0476  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0476
 EE0476                          STATION DESCRIPTION
 EE0476
 EE0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0476'3.2 MI S FROM SUGAR VALLEY.
 EE0476'3.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0476'SUGAR VALLEY, GORDON COUNTY, 2.2 MILES NORTH OF THE STATION AT
 EE0476'OOSTANAULA 0.4 MILE SOUTH OF MILEPOST 58, 21 RAILS SOUTH OF THE
 EE0476'FIRST WHISTLE POST SOUTH OF THE MILEPOST, 1585 FEET NORTH OF
 EE0476'SEMAPHORE 58.9 H, AT THE FOOT OF A SLOPE ON THE EAST SIDE OF A
 EE0476'CUT, AT THE SUMMIT OF A VERTICAL CURVE, AND 13 FEET EAST OF THE
 EE0476'EAST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 2 D 27 AND SET
 EE0476'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 EE0476
 EE0476                          STATION RECOVERY (1968)
 EE0476
 EE0476'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0470 ***********************************************************************
 EE0470  DESIGNATION -  2 D 29
 EE0470  PID         -  EE0470
 EE0470  STATE/COUNTY-  GA/GORDON
 EE0470  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0470
 EE0470                         *CURRENT SURVEY CONTROL
 EE0470  ___________________________________________________________________
 EE0470* NAD 83(1986)-  34 32 21.     (N)    085 00 42.     (W)     SCALED    
 EE0470* NAVD 88     -       192.222  (meters)     630.65   (feet)  ADJUSTED  
 EE0470  ___________________________________________________________________
 EE0470  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0470  DYNAMIC HT  -         192.026 (meters)     630.01  (feet)  COMP
 EE0470  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EE0470
 EE0470  VERT ORDER  -  SECOND    CLASS 0
 EE0470
 EE0470.The horizontal coordinates were scaled from a topographic map and have
 EE0470.an estimated accuracy of +/- 6 seconds.
 EE0470
 EE0470.The orthometric height was determined by differential leveling
 EE0470.and adjusted by the National Geodetic Survey in June 1991..
 EE0470
 EE0470.The geoid height was determined by GEOID03.
 EE0470
 EE0470.The dynamic height is computed by dividing the NAVD 88
 EE0470.geopotential number by the normal gravity value computed on the
 EE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0470.degrees latitude (g = 980.6199 gals.).
 EE0470
 EE0470.The modeled gravity was interpolated from observed gravity values.
 EE0470
 EE0470;                    North         East    Units  Estimated Accuracy
 EE0470;SPC GA W     -   503,630.      622,440.      MT  (+/- 180 meters Scaled)
 EE0470
 EE0470                          SUPERSEDED SURVEY CONTROL
 EE0470
 EE0470  NGVD 29 (??/??/92)  192.212  (m)          630.62   (f) ADJ UNCH    2 0
 EE0470
 EE0470.Superseded values are not recommended for survey control.
 EE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0470.See file dsdata.txt to determine how the superseded data were derived.
 EE0470
 EE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD824237(NAD 83)
 EE0470_MARKER: DD = SURVEY DISK
 EE0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0470_STAMPING: 2 D 29
 EE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0470+STABILITY: SURFACE MOTION
 EE0470
 EE0470  HISTORY     - Date     Condition        Report By
 EE0470  HISTORY     - UNK      MONUMENTED       GAGS
 EE0470  HISTORY     - 1936     GOOD             NGS
 EE0470  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0470
 EE0470                          STATION DESCRIPTION
 EE0470
 EE0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0470'1.3 MI S FROM SUGAR VALLEY.
 EE0470'1.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0470'SUGAR VALLEY, 620 FEET NORTH OF A ROAD CROSSING, 54 FEET SOUTH
 EE0470'OF THE FOURTH POLE NORTH OF A WATER 1/2 MILE SIGN, AND 7 FEET
 EE0470'EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 EE0470'2 D 29 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 EE0470'ABOVE GROUND.
 EE0470
 EE0470                          STATION RECOVERY (1968)
 EE0470
 EE0470'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0468 ***********************************************************************
 EE0468  DESIGNATION -  2 D 30
 EE0468  PID         -  EE0468
 EE0468  STATE/COUNTY-  GA/GORDON
 EE0468  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0468
 EE0468                         *CURRENT SURVEY CONTROL
 EE0468  ___________________________________________________________________
 EE0468* NAD 83(1986)-  34 33 06.     (N)    085 00 43.     (W)     SCALED    
 EE0468* NAVD 88     -       196.687  (meters)     645.30   (feet)  ADJUSTED  
 EE0468  ___________________________________________________________________
 EE0468  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0468  DYNAMIC HT  -         196.487 (meters)     644.64  (feet)  COMP
 EE0468  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EE0468
 EE0468  VERT ORDER  -  FIRST     CLASS II
 EE0468
 EE0468.The horizontal coordinates were scaled from a topographic map and have
 EE0468.an estimated accuracy of +/- 6 seconds.
 EE0468
 EE0468.The orthometric height was determined by differential leveling
 EE0468.and adjusted by the National Geodetic Survey in June 1991..
 EE0468
 EE0468.The geoid height was determined by GEOID03.
 EE0468
 EE0468.The dynamic height is computed by dividing the NAVD 88
 EE0468.geopotential number by the normal gravity value computed on the
 EE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0468.degrees latitude (g = 980.6199 gals.).
 EE0468
 EE0468.The modeled gravity was interpolated from observed gravity values.
 EE0468
 EE0468;                    North         East    Units  Estimated Accuracy
 EE0468;SPC GA W     -   505,020.      622,420.      MT  (+/- 180 meters Scaled)
 EE0468
 EE0468                          SUPERSEDED SURVEY CONTROL
 EE0468
 EE0468  NGVD 29 (??/??/92)  196.677  (m)          645.26   (f) ADJ UNCH    1 2
 EE0468
 EE0468.Superseded values are not recommended for survey control.
 EE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0468.See file dsdata.txt to determine how the superseded data were derived.
 EE0468
 EE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD824251(NAD 83)
 EE0468_MARKER: DD = SURVEY DISK
 EE0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0468_STAMPING: 2 D 30
 EE0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0468+STABILITY: SURFACE MOTION
 EE0468
 EE0468  HISTORY     - Date     Condition        Report By
 EE0468  HISTORY     - UNK      MONUMENTED       GAGS
 EE0468  HISTORY     - 1936     GOOD             NGS
 EE0468  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0468
 EE0468                          STATION DESCRIPTION
 EE0468
 EE0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0468'0.4 MI S FROM SUGAR VALLEY.
 EE0468'0.4 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0468'SUGAR VALLEY, 360 FEET SOUTH OF A WATER 1/2 MILE SIGN, AT A CUT,
 EE0468'AT THE TOP OF A VERTICAL CURVE, 14.5 FEET EAST OF THE EAST RAIL,
 EE0468'11 FEET NORTHWEST OF THE THIRD POLE SOUTH OF THE SIGN, AND AT THE
 EE0468'TOE OF A BANK.  A STATE SURVEY STANDARD DISK, STAMPED 2 D 30
 EE0468'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EE0468
 EE0468                          STATION RECOVERY (1968)
 EE0468
 EE0468'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0467 ***********************************************************************
 EE0467  DESIGNATION -  2 D 31
 EE0467  PID         -  EE0467
 EE0467  STATE/COUNTY-  GA/GORDON
 EE0467  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0467
 EE0467                         *CURRENT SURVEY CONTROL
 EE0467  ___________________________________________________________________
 EE0467* NAD 83(1986)-  34 33 26.     (N)    085 00 43.     (W)     SCALED    
 EE0467* NAVD 88     -       196.567  (meters)     644.90   (feet)  ADJUSTED  
 EE0467  ___________________________________________________________________
 EE0467  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0467  DYNAMIC HT  -         196.367 (meters)     644.25  (feet)  COMP
 EE0467  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EE0467
 EE0467  VERT ORDER  -  FIRST     CLASS II
 EE0467
 EE0467.The horizontal coordinates were scaled from a topographic map and have
 EE0467.an estimated accuracy of +/- 6 seconds.
 EE0467
 EE0467.The orthometric height was determined by differential leveling
 EE0467.and adjusted by the National Geodetic Survey in June 1991..
 EE0467.WARNING-Repeat measurements at this control monument indicate possible
 EE0467.vertical movement.
 EE0467
 EE0467.The geoid height was determined by GEOID03.
 EE0467
 EE0467.The dynamic height is computed by dividing the NAVD 88
 EE0467.geopotential number by the normal gravity value computed on the
 EE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0467.degrees latitude (g = 980.6199 gals.).
 EE0467
 EE0467.The modeled gravity was interpolated from observed gravity values.
 EE0467
 EE0467;                    North         East    Units  Estimated Accuracy
 EE0467;SPC GA W     -   505,630.      622,430.      MT  (+/- 180 meters Scaled)
 EE0467
 EE0467                          SUPERSEDED SURVEY CONTROL
 EE0467
 EE0467  NGVD 29 (??/??/92)  196.557  (m)          644.87   (f) ADJ UNCH    1 2
 EE0467
 EE0467.Superseded values are not recommended for survey control.
 EE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0467.See file dsdata.txt to determine how the superseded data were derived.
 EE0467
 EE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD823257(NAD 83)
 EE0467_MARKER: DD = SURVEY DISK
 EE0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0467_STAMPING: 2 D 31
 EE0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0467+STABILITY: SURFACE MOTION
 EE0467
 EE0467  HISTORY     - Date     Condition        Report By
 EE0467  HISTORY     - UNK      MONUMENTED       GAGS
 EE0467  HISTORY     - 1936     GOOD             NGS
 EE0467  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0467
 EE0467                          STATION DESCRIPTION
 EE0467
 EE0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0467'AT SUGAR VALLEY.
 EE0467'AT SUGAR VALLEY, GORDON COUNTY, 153 FEET SOUTH OF THE SOUTH END
 EE0467'OF THE SOUTHERN RAILWAY STATION, 50 YARDS NORTHEAST OF THE J.M.
 EE0467'MUSE STONE RESIDENCE, AT THE CROSSING OF CALHOUN ROAD, 30 FEET
 EE0467'WEST OF THE MAIN TRACK, 15 FEET SOUTH OF THE CENTERLINE OF THE
 EE0467'ROAD, 5.6 FEET WEST OF THE WEST RAIL OF A SIDETRACK, AND 2 FEET
 EE0467'LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 2 D 31
 EE0467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 EE0467'GROUND.
 EE0467
 EE0467                          STATION RECOVERY (1968)
 EE0467
 EE0467'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0464 ***********************************************************************
 EE0464  DESIGNATION -  2 D 32
 EE0464  PID         -  EE0464
 EE0464  STATE/COUNTY-  GA/GORDON
 EE0464  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0464
 EE0464                         *CURRENT SURVEY CONTROL
 EE0464  ___________________________________________________________________
 EE0464* NAD 83(1986)-  34 34 14.     (N)    085 00 45.     (W)     SCALED    
 EE0464* NAVD 88     -       206.954  (meters)     678.98   (feet)  ADJUSTED  
 EE0464  ___________________________________________________________________
 EE0464  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE0464  DYNAMIC HT  -         206.743 (meters)     678.29  (feet)  COMP
 EE0464  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 EE0464
 EE0464  VERT ORDER  -  FIRST     CLASS II
 EE0464
 EE0464.The horizontal coordinates were scaled from a topographic map and have
 EE0464.an estimated accuracy of +/- 6 seconds.
 EE0464
 EE0464.The orthometric height was determined by differential leveling
 EE0464.and adjusted by the National Geodetic Survey in June 1991..
 EE0464
 EE0464.The geoid height was determined by GEOID03.
 EE0464
 EE0464.The dynamic height is computed by dividing the NAVD 88
 EE0464.geopotential number by the normal gravity value computed on the
 EE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0464.degrees latitude (g = 980.6199 gals.).
 EE0464
 EE0464.The modeled gravity was interpolated from observed gravity values.
 EE0464
 EE0464;                    North         East    Units  Estimated Accuracy
 EE0464;SPC GA W     -   507,110.      622,390.      MT  (+/- 180 meters Scaled)
 EE0464
 EE0464                          SUPERSEDED SURVEY CONTROL
 EE0464
 EE0464  NGVD 29 (??/??/92)  206.941  (m)          678.94   (f) ADJ UNCH    1 2
 EE0464
 EE0464.Superseded values are not recommended for survey control.
 EE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0464.See file dsdata.txt to determine how the superseded data were derived.
 EE0464
 EE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD823272(NAD 83)
 EE0464_MARKER: DD = SURVEY DISK
 EE0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0464_STAMPING: 2 D 32
 EE0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0464+STABILITY: SURFACE MOTION
 EE0464
 EE0464  HISTORY     - Date     Condition        Report By
 EE0464  HISTORY     - UNK      MONUMENTED       GAGS
 EE0464  HISTORY     - 1936     GOOD             NGS
 EE0464  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0464
 EE0464                          STATION DESCRIPTION
 EE0464
 EE0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0464'0.9 MI N FROM SUGAR VALLEY.
 EE0464'0.9 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0464'SUGAR VALLEY, GORDON COUNTY, 0.6 MILE NORTH OF MILEPOST 55, 248
 EE0464'FEET SOUTH OF SEMAPHORE 54.6 H, 14 FEET EAST OF THE EAST RAIL,
 EE0464'10 FEET WEST OF A POLE, AND LEVEL WITH THE TRACK.  A STATE SURVEY
 EE0464'STANDARD DISK, STAMPED 2 D 32 AND SET IN THE TOP OF A CONCRETE
 EE0464'POST PROJECTING 3 INCHES ABOVE GROUND.
 EE0464
 EE0464                          STATION RECOVERY (1968)
 EE0464
 EE0464'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0460 ***********************************************************************
 EE0460  DESIGNATION -  2 D 33
 EE0460  PID         -  EE0460
 EE0460  STATE/COUNTY-  GA/GORDON
 EE0460  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0460
 EE0460                         *CURRENT SURVEY CONTROL
 EE0460  ___________________________________________________________________
 EE0460* NAD 83(1986)-  34 34 38.     (N)    085 00 45.     (W)     SCALED    
 EE0460* NAVD 88     -       208.774  (meters)     684.95   (feet)  ADJUSTED  
 EE0460  ___________________________________________________________________
 EE0460  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE0460  DYNAMIC HT  -         208.561 (meters)     684.25  (feet)  COMP
 EE0460  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 EE0460
 EE0460  VERT ORDER  -  FIRST     CLASS II
 EE0460
 EE0460.The horizontal coordinates were scaled from a topographic map and have
 EE0460.an estimated accuracy of +/- 6 seconds.
 EE0460
 EE0460.The orthometric height was determined by differential leveling
 EE0460.and adjusted by the National Geodetic Survey in June 1991..
 EE0460
 EE0460.The geoid height was determined by GEOID03.
 EE0460
 EE0460.The dynamic height is computed by dividing the NAVD 88
 EE0460.geopotential number by the normal gravity value computed on the
 EE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0460.degrees latitude (g = 980.6199 gals.).
 EE0460
 EE0460.The modeled gravity was interpolated from observed gravity values.
 EE0460
 EE0460;                    North         East    Units  Estimated Accuracy
 EE0460;SPC GA W     -   507,850.      622,400.      MT  (+/- 180 meters Scaled)
 EE0460
 EE0460                          SUPERSEDED SURVEY CONTROL
 EE0460
 EE0460  NGVD 29 (??/??/92)  208.762  (m)          684.91   (f) ADJ UNCH    1 2
 EE0460
 EE0460.Superseded values are not recommended for survey control.
 EE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0460.See file dsdata.txt to determine how the superseded data were derived.
 EE0460
 EE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD823279(NAD 83)
 EE0460_MARKER: DD = SURVEY DISK
 EE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0460_STAMPING: 2 D 33
 EE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0460+STABILITY: SURFACE MOTION
 EE0460
 EE0460  HISTORY     - Date     Condition        Report By
 EE0460  HISTORY     - UNK      MONUMENTED       GAGS
 EE0460  HISTORY     - 1936     GOOD             NGS
 EE0460  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0460
 EE0460                          STATION DESCRIPTION
 EE0460
 EE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0460'1.5 MI S FROM HILL CITY.
 EE0460'1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0460'HILL CITY, GORDON COUNTY, 1.3 MILES NORTH OF THE STATION AT SUGAR
 EE0460'VALLEY, 363 FEET SOUTH OF MILEPOST 54, 452 FEET NORTH OF A
 EE0460'SIGNAL CONTROL BOX, 13 FEET EAST OF THE EAST RAIL, 12 FEET
 EE0460'SOUTHWEST OF A POLE, AND 1 FOOT LOWER THAN THE TRACK.  A STATE
 EE0460'SURVEY STANDARD DISK, STAMPED 2 D 33 AND SET IN THE TOP OF A
 EE0460'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 EE0460
 EE0460                          STATION RECOVERY (1968)
 EE0460
 EE0460'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0459 ***********************************************************************
 EE0459  DESIGNATION -  2 D 34
 EE0459  PID         -  EE0459
 EE0459  STATE/COUNTY-  GA/GORDON
 EE0459  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0459
 EE0459                         *CURRENT SURVEY CONTROL
 EE0459  ___________________________________________________________________
 EE0459* NAD 83(1986)-  34 35 54.     (N)    085 00 21.     (W)     SCALED    
 EE0459* NAVD 88     -       217.29   (+/-2cm)     712.9    (feet)  VERTCON   
 EE0459  ___________________________________________________________________
 EE0459  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EE0459
 EE0459  VERT ORDER  -  ? (See Below)
 EE0459
 EE0459.The horizontal coordinates were scaled from a topographic map and have
 EE0459.an estimated accuracy of +/- 6 seconds.
 EE0459
 EE0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0459.The vertical order pertains to the NGVD 29 superseded value.
 EE0459
 EE0459.The geoid height was determined by GEOID03.
 EE0459
 EE0459;                    North         East    Units  Estimated Accuracy
 EE0459;SPC GA W     -   510,190.      623,030.      MT  (+/- 180 meters Scaled)
 EE0459
 EE0459                          SUPERSEDED SURVEY CONTROL
 EE0459
 EE0459  NGVD 29 (??/??/92)  217.278  (m)          712.85   (f) ADJ UNCH    ?  
 EE0459
 EE0459.Superseded values are not recommended for survey control.
 EE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0459.See file dsdata.txt to determine how the superseded data were derived.
 EE0459
 EE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD828303(NAD 83)
 EE0459_MARKER: DD = SURVEY DISK
 EE0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0459_STAMPING: 2 D 1934
 EE0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0459+STABILITY: SURFACE MOTION
 EE0459
 EE0459  HISTORY     - Date     Condition        Report By
 EE0459  HISTORY     - 1934     MONUMENTED       GAGS
 EE0459  HISTORY     - 1936     GOOD             NGS
 EE0459  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0459
 EE0459                          STATION DESCRIPTION
 EE0459
 EE0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0459'AT HILL CITY.
 EE0459'AT HILL CITY, GORDON COUNTY, 760 FEET SOUTH OF THE SOUTHERN
 EE0459'RAILWAY STATION, 70 FEET EAST OF A STABLE, 7 PACES WEST OF THE
 EE0459'WEST RAIL OF THE MAIN TRACK, 6 FEET WEST OF THE WEST RAIL OF A
 EE0459'SIDETRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STATE
 EE0459'SURVEY STANDARD DISK, STAMPED 2 D 1934 AND SET IN THE TOP OF A
 EE0459'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 EE0459
 EE0459                          STATION RECOVERY (1968)
 EE0459
 EE0459'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0261 ***********************************************************************
 EE0261  DESIGNATION -  2 D 37 B
 EE0261  PID         -  EE0261
 EE0261  STATE/COUNTY-  GA/WHITFIELD
 EE0261  USGS QUAD   -  DALTON SOUTH (1982)
 EE0261
 EE0261                         *CURRENT SURVEY CONTROL
 EE0261  ___________________________________________________________________
 EE0261* NAD 83(1986)-  34 38 01.     (N)    084 59 38.     (W)     SCALED    
 EE0261* NAVD 88     -       229.555  (meters)     753.13   (feet)  ADJUSTED  
 EE0261  ___________________________________________________________________
 EE0261  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE0261  DYNAMIC HT  -         229.323 (meters)     752.37  (feet)  COMP
 EE0261  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 EE0261
 EE0261  VERT ORDER  -  FIRST     CLASS I
 EE0261
 EE0261.The horizontal coordinates were scaled from a topographic map and have
 EE0261.an estimated accuracy of +/- 6 seconds.
 EE0261
 EE0261.The orthometric height was determined by differential leveling
 EE0261.and adjusted by the National Geodetic Survey in June 1991..
 EE0261
 EE0261.The geoid height was determined by GEOID03.
 EE0261
 EE0261.The dynamic height is computed by dividing the NAVD 88
 EE0261.geopotential number by the normal gravity value computed on the
 EE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0261.degrees latitude (g = 980.6199 gals.).
 EE0261
 EE0261.The modeled gravity was interpolated from observed gravity values.
 EE0261
 EE0261;                    North         East    Units  Estimated Accuracy
 EE0261;SPC GA W     -   514,090.      624,160.      MT  (+/- 180 meters Scaled)
 EE0261
 EE0261                          SUPERSEDED SURVEY CONTROL
 EE0261
 EE0261  NGVD 29 (??/??/92)  229.539  (m)          753.08   (f) ADJ UNCH    1 1
 EE0261
 EE0261.Superseded values are not recommended for survey control.
 EE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0261.See file dsdata.txt to determine how the superseded data were derived.
 EE0261
 EE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD838342(NAD 83)
 EE0261_MARKER: DD = SURVEY DISK
 EE0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0261_STAMPING: 2 D 37 B
 EE0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0261+STABILITY: SURFACE MOTION
 EE0261
 EE0261  HISTORY     - Date     Condition        Report By
 EE0261  HISTORY     - UNK      MONUMENTED       GAGS
 EE0261  HISTORY     - 1968     GOOD             NGS
 EE0261  HISTORY     - 19950328 GOOD             LOCENG
 EE0261
 EE0261                          STATION DESCRIPTION
 EE0261
 EE0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0261'5.6 MI N FROM SUGAR VALLEY.
 EE0261'ABOUT 5.55 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 EE0261'OF STATE HIGHWAY 143 AT SUGAR VALLEY, GORDON COUNTY, ABOUT 0.15
 EE0261'MILE NORTH OF MILEPOST 50, ON THE OUTSIDE OF A LONG CURVE WITH
 EE0261'TANGENTS EXTENDING NORTH AND SOUTHWEST, 205 FEET SOUTH OF THE
 EE0261'CENTER OF A NARROW GRAVELED ROAD CROSSING, 110 FEET NORTHEAST OF
 EE0261'AND ACROSS THE TRACK FROM A WHISTLE POST, 16 FEET EAST OF THE EAST
 EE0261'RAIL, 20 FEET WEST OF THE CENTER LINE OF A BLACKTOP ROAD THAT
 EE0261'PARALLELS THE TRACK, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 EE0261'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 EE0261'CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE GROUND.
 EE0261
 EE0261                          STATION RECOVERY (1995)
 EE0261
 EE0261'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (ST)
 EE0261'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0262 ***********************************************************************
 EE0262  DESIGNATION -  2 D 38
 EE0262  PID         -  EE0262
 EE0262  STATE/COUNTY-  GA/WHITFIELD
 EE0262  USGS QUAD   -  DALTON SOUTH (1982)
 EE0262
 EE0262                         *CURRENT SURVEY CONTROL
 EE0262  ___________________________________________________________________
 EE0262* NAD 83(1986)-  34 38 40.     (N)    084 59 42.     (W)     SCALED    
 EE0262* NAVD 88     -       231.862  (meters)     760.70   (feet)  ADJUSTED  
 EE0262  ___________________________________________________________________
 EE0262  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE0262  DYNAMIC HT  -         231.628 (meters)     759.93  (feet)  COMP
 EE0262  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 EE0262
 EE0262  VERT ORDER  -  FIRST     CLASS II
 EE0262
 EE0262.The horizontal coordinates were scaled from a topographic map and have
 EE0262.an estimated accuracy of +/- 6 seconds.
 EE0262
 EE0262.The orthometric height was determined by differential leveling
 EE0262.and adjusted by the National Geodetic Survey in June 1991..
 EE0262
 EE0262.The geoid height was determined by GEOID03.
 EE0262
 EE0262.The dynamic height is computed by dividing the NAVD 88
 EE0262.geopotential number by the normal gravity value computed on the
 EE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0262.degrees latitude (g = 980.6199 gals.).
 EE0262
 EE0262.The modeled gravity was interpolated from observed gravity values.
 EE0262
 EE0262;                    North         East    Units  Estimated Accuracy
 EE0262;SPC GA W     -   515,300.      624,060.      MT  (+/- 180 meters Scaled)
 EE0262
 EE0262                          SUPERSEDED SURVEY CONTROL
 EE0262
 EE0262  NGVD 29 (??/??/92)  231.84   (m)          760.6    (f) COMPUTED    1 2
 EE0262
 EE0262.Superseded values are not recommended for survey control.
 EE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0262.See file dsdata.txt to determine how the superseded data were derived.
 EE0262
 EE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD837354(NAD 83)
 EE0262_MARKER: DB = BENCH MARK DISK
 EE0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0262_STAMPING: 2 D 38
 EE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0262+STABILITY: SURFACE MOTION
 EE0262
 EE0262  HISTORY     - Date     Condition        Report By
 EE0262  HISTORY     - UNK      MONUMENTED       GAGS
 EE0262  HISTORY     - 1965     GOOD             NGS
 EE0262  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0262
 EE0262                          STATION DESCRIPTION
 EE0262
 EE0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EE0262'4 MI S FROM PHELPS.
 EE0262'4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0262'PHELPS, WHITFIELD COUNTY, 48 FEET NORTH OF THE STATION SIGN AT
 EE0262'CARBONDALE, 3 POWERPOLES SOUTH OF MILEPOST 49, 54 FEET NORTH OF
 EE0262'THE CENTER OF A ROAD CROSSING, 28 PACES NORTHWEST OF THE SOUTHWEST
 EE0262'CORNER OF JIM JOHNS STORE, 6.6 FEET WEST OF THE WEST RAIL OF THE
 EE0262'MAIN TRACK, 4.6 FEET EAST OF THE EAST RAIL OF A SIDETRACK, 1/2
 EE0262'FOOT LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, AND
 EE0262'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE--
 EE0262'JIM JOHNS STORE AND THE SIDETRACK HAVE BEEN REMOVED.  THE MAIN
 EE0262'TRACKS HAVE BEEN RAISED AND THE MARK IS NOW 2 FEET BELOW THE
 EE0262'LEVEL OF THE TRACKS.  THE MARK IS 151 PACES SOUTH OF MILEPOST 49.
 EE0262
 EE0262                          STATION RECOVERY (1968)
 EE0262
 EE0262'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0279 ***********************************************************************
 EE0279  DESIGNATION -  2 D 41 B
 EE0279  PID         -  EE0279
 EE0279  STATE/COUNTY-  GA/WHITFIELD
 EE0279  USGS QUAD   -  DALTON SOUTH (1982)
 EE0279
 EE0279                         *CURRENT SURVEY CONTROL
 EE0279  ___________________________________________________________________
 EE0279* NAD 83(1986)-  34 43 36.     (N)    084 58 08.     (W)     SCALED    
 EE0279* NAVD 88     -       219.560  (meters)     720.34   (feet)  ADJUSTED  
 EE0279  ___________________________________________________________________
 EE0279  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EE0279  DYNAMIC HT  -         219.339 (meters)     719.61  (feet)  COMP
 EE0279  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EE0279
 EE0279  VERT ORDER  -  FIRST     CLASS II
 EE0279
 EE0279.The horizontal coordinates were scaled from a topographic map and have
 EE0279.an estimated accuracy of +/- 6 seconds.
 EE0279
 EE0279.The orthometric height was determined by differential leveling
 EE0279.and adjusted by the National Geodetic Survey in June 1991..
 EE0279
 EE0279.The geoid height was determined by GEOID03.
 EE0279
 EE0279.The dynamic height is computed by dividing the NAVD 88
 EE0279.geopotential number by the normal gravity value computed on the
 EE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0279.degrees latitude (g = 980.6199 gals.).
 EE0279
 EE0279.The modeled gravity was interpolated from observed gravity values.
 EE0279
 EE0279;                    North         East    Units  Estimated Accuracy
 EE0279;SPC GA W     -   524,400.      626,530.      MT  (+/- 180 meters Scaled)
 EE0279
 EE0279                          SUPERSEDED SURVEY CONTROL
 EE0279
 EE0279  NGVD 29 (??/??/92)  219.54   (m)          720.3    (f) COMPUTED    1 2
 EE0279
 EE0279.Superseded values are not recommended for survey control.
 EE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0279.See file dsdata.txt to determine how the superseded data were derived.
 EE0279
 EE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD859446(NAD 83)
 EE0279_MARKER: DD = SURVEY DISK
 EE0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0279_STAMPING: 2 D 41 B
 EE0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0279+STABILITY: SURFACE MOTION
 EE0279
 EE0279  HISTORY     - Date     Condition        Report By
 EE0279  HISTORY     - UNK      MONUMENTED       GAGS
 EE0279  HISTORY     - 1936     GOOD             NGS
 EE0279  HISTORY     - 1968     MARK NOT FOUND   GAGS
 EE0279
 EE0279                          STATION DESCRIPTION
 EE0279
 EE0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0279'3.1 MI S FROM DALTON.
 EE0279'3.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0279'AT DALTON, WHITFIELD COUNTY, 2.1 MILES NORTH OF THE STATION
 EE0279'AT PHELPS, 100 FEET NORTH OF POLE 95 + 25 OF THE LOUISVILLE
 EE0279'AND NASHVILLE RAILROAD, 11 RAILS NORTH OF A ROAD CROSSING,
 EE0279'24 FEET WEST OF THE WEST RAIL OF THE S.RY. MAIN TRACK, 1 FOOT
 EE0279'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 EE0279'PROJECTING 3 INCHES ABOVE THE GROUND.
 EE0279
 EE0279                          STATION RECOVERY (1968)
 EE0279
 EE0279'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1968
 EE0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0284 ***********************************************************************
 EE0284  DESIGNATION -  2 D 43 B
 EE0284  PID         -  EE0284
 EE0284  STATE/COUNTY-  GA/WHITFIELD
 EE0284  USGS QUAD   -  DALTON SOUTH (1982)
 EE0284
 EE0284                         *CURRENT SURVEY CONTROL
 EE0284  ___________________________________________________________________
 EE0284* NAD 83(1986)-  34 44 57.     (N)    084 57 39.     (W)     SCALED    
 EE0284* NAVD 88     -       216.507  (meters)     710.32   (feet)  ADJUSTED  
 EE0284  ___________________________________________________________________
 EE0284  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE0284  DYNAMIC HT  -         216.289 (meters)     709.61  (feet)  COMP
 EE0284  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EE0284
 EE0284  VERT ORDER  -  FIRST     CLASS I
 EE0284
 EE0284.The horizontal coordinates were scaled from a topographic map and have
 EE0284.an estimated accuracy of +/- 6 seconds.
 EE0284
 EE0284.The orthometric height was determined by differential leveling
 EE0284.and adjusted by the National Geodetic Survey in June 1991..
 EE0284.WARNING-Repeat measurements at this control monument indicate possible
 EE0284.vertical movement.
 EE0284
 EE0284.The geoid height was determined by GEOID03.
 EE0284
 EE0284.The dynamic height is computed by dividing the NAVD 88
 EE0284.geopotential number by the normal gravity value computed on the
 EE0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0284.degrees latitude (g = 980.6199 gals.).
 EE0284
 EE0284.The modeled gravity was interpolated from observed gravity values.
 EE0284
 EE0284;                    North         East    Units  Estimated Accuracy
 EE0284;SPC GA W     -   526,890.      627,290.      MT  (+/- 180 meters Scaled)
 EE0284
 EE0284                          SUPERSEDED SURVEY CONTROL
 EE0284
 EE0284  NGVD 29 (??/??/92)  216.493  (m)          710.28   (f) ADJ UNCH    1 1
 EE0284
 EE0284.Superseded values are not recommended for survey control.
 EE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0284.See file dsdata.txt to determine how the superseded data were derived.
 EE0284
 EE0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD866471(NAD 83)
 EE0284_MARKER: DD = SURVEY DISK
 EE0284_STAMPING: 2 D 43 B
 EE0284
 EE0284  HISTORY     - Date     Condition        Report By
 EE0284  HISTORY     - UNK      MONUMENTED       GAGS
 EE0284  HISTORY     - 1968     GOOD             NGS
 EE0284
 EE0284                          STATION DESCRIPTION
 EE0284
 EE0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0284'1.5 MI S FROM DALTON.
 EE0284'ABOUT 1.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0284'AT DALTON, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 42, BETWEEN
 EE0284'THE SOUTHERN RAILWAY AND LOUISVILLE AND NASHVILLE RAILROAD TRACKS,
 EE0284'261 FEET SOUTHEAST OF THE SOUTH CORNER OF THE SOUTHERN RAILWAY
 EE0284'BRIDGE OVER TAR CREEK, 18.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 EE0284'OF THE LOUISVILLE AND NASHVILLE RAILROAD TRACK, 9.8 FEET
 EE0284'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN RAILWAY TRACK,
 EE0284'ABOUT 2 FEET ABOVE THE LEVEL OF THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0284'TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE SOUTHERN RAILWAY
 EE0284'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET
 EE0284'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK IS SLIGHTLY
 EE0284'LOOSE IN THE GROUND, NEW LEVELING INDICATES 2 1/2 DECIMETERS
 EE0284'HIGHER ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0288 ***********************************************************************
 EE0288  DESIGNATION -  2 D 43 D
 EE0288  PID         -  EE0288
 EE0288  STATE/COUNTY-  GA/WHITFIELD
 EE0288  USGS QUAD   -  DALTON NORTH (1985)
 EE0288
 EE0288                         *CURRENT SURVEY CONTROL
 EE0288  ___________________________________________________________________
 EE0288* NAD 83(1986)-  34 45 16.     (N)    084 57 50.     (W)     SCALED    
 EE0288* NAVD 88     -       219.150  (meters)     718.99   (feet)  ADJUSTED  
 EE0288  ___________________________________________________________________
 EE0288  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE0288  DYNAMIC HT  -         218.929 (meters)     718.27  (feet)  COMP
 EE0288  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 EE0288
 EE0288  VERT ORDER  -  FIRST     CLASS II
 EE0288
 EE0288.The horizontal coordinates were scaled from a topographic map and have
 EE0288.an estimated accuracy of +/- 6 seconds.
 EE0288
 EE0288.The orthometric height was determined by differential leveling
 EE0288.and adjusted by the National Geodetic Survey in June 1991..
 EE0288
 EE0288.The geoid height was determined by GEOID03.
 EE0288
 EE0288.The dynamic height is computed by dividing the NAVD 88
 EE0288.geopotential number by the normal gravity value computed on the
 EE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0288.degrees latitude (g = 980.6199 gals.).
 EE0288
 EE0288.The modeled gravity was interpolated from observed gravity values.
 EE0288
 EE0288;                    North         East    Units  Estimated Accuracy
 EE0288;SPC GA W     -   527,480.      627,010.      MT  (+/- 180 meters Scaled)
 EE0288
 EE0288                          SUPERSEDED SURVEY CONTROL
 EE0288
 EE0288  NGVD 29 (??/??/92)  219.13   (m)          718.9    (f) COMPUTED    1 2
 EE0288
 EE0288.Superseded values are not recommended for survey control.
 EE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0288.See file dsdata.txt to determine how the superseded data were derived.
 EE0288
 EE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD863477(NAD 83)
 EE0288_MARKER: DD = SURVEY DISK
 EE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0288_STAMPING: 2 D 43 D
 EE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0288+STABILITY: SURFACE MOTION
 EE0288
 EE0288  HISTORY     - Date     Condition        Report By
 EE0288  HISTORY     - UNK      MONUMENTED       GAGS
 EE0288  HISTORY     - 1936     GOOD             NGS
 EE0288  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0288
 EE0288                          STATION DESCRIPTION
 EE0288
 EE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0288'1.2 MI S FROM DALTON.
 EE0288'1.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0288'AT DALTON, WHITFIELD COUNTY, 4-3/4 RAILS SOUTH OF A STATION
 EE0288'1 MILE SIGN, OPPOSITE THE SEVENTEENTH RAIL JOINT OF THE EAST
 EE0288'RAIL NORTH OF SEMAPHORE 41.1 H, 300 FEET SOUTHEAST OF THE
 EE0288'SOUTHEAST END OF A FACTORY RESERVOIR, 74 FEET SOUTHWEST OF POLE
 EE0288'97 + 30, 25 FEET NORTHEAST OF A SWITCH BOX, 13 FEET WEST OF THE
 EE0288'WEST RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE0288'3 INCHES ABOVE GROUND.
 EE0288
 EE0288                          STATION RECOVERY (1972)
 EE0288
 EE0288'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0290 ***********************************************************************
 EE0290  DESIGNATION -  2 D 43 E
 EE0290  PID         -  EE0290
 EE0290  STATE/COUNTY-  GA/WHITFIELD
 EE0290  USGS QUAD   -  DALTON NORTH (1985)
 EE0290
 EE0290                         *CURRENT SURVEY CONTROL
 EE0290  ___________________________________________________________________
 EE0290* NAD 83(1986)-  34 45 42.     (N)    084 57 58.     (W)     SCALED    
 EE0290* NAVD 88     -       222.602  (meters)     730.32   (feet)  ADJUSTED  
 EE0290  ___________________________________________________________________
 EE0290  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 EE0290  DYNAMIC HT  -         222.379 (meters)     729.59  (feet)  COMP
 EE0290  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EE0290
 EE0290  VERT ORDER  -  FIRST     CLASS I
 EE0290
 EE0290.The horizontal coordinates were scaled from a topographic map and have
 EE0290.an estimated accuracy of +/- 6 seconds.
 EE0290
 EE0290.The orthometric height was determined by differential leveling
 EE0290.and adjusted by the National Geodetic Survey in June 1991..
 EE0290
 EE0290.The geoid height was determined by GEOID03.
 EE0290
 EE0290.The dynamic height is computed by dividing the NAVD 88
 EE0290.geopotential number by the normal gravity value computed on the
 EE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0290.degrees latitude (g = 980.6199 gals.).
 EE0290
 EE0290.The modeled gravity was interpolated from observed gravity values.
 EE0290
 EE0290;                    North         East    Units  Estimated Accuracy
 EE0290;SPC GA W     -   528,280.      626,820.      MT  (+/- 180 meters Scaled)
 EE0290
 EE0290                          SUPERSEDED SURVEY CONTROL
 EE0290
 EE0290  NGVD 29 (??/??/92)  222.588  (m)          730.27   (f) ADJ UNCH    1 1
 EE0290
 EE0290.Superseded values are not recommended for survey control.
 EE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0290.See file dsdata.txt to determine how the superseded data were derived.
 EE0290
 EE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD861484(NAD 83)
 EE0290_MARKER: DD = SURVEY DISK
 EE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0290_STAMPING: 2 D 43 E
 EE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0290+STABILITY: SURFACE MOTION
 EE0290
 EE0290  HISTORY     - Date     Condition        Report By
 EE0290  HISTORY     - UNK      MONUMENTED       GAGS
 EE0290  HISTORY     - 1968     GOOD             NGS
 EE0290
 EE0290                          STATION DESCRIPTION
 EE0290
 EE0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0290'AT DALTON.
 EE0290'AT DALTON, ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN RAILWAY
 EE0290'FROM THE STATION, 132 FEET NORTHWEST OF BENCH MARK L 294 DESCRIBED,
 EE0290'121 1/2 FEET WEST OF MILEPOST 41, 45.4 FEET SOUTHWEST OF THE
 EE0290'SOUTHWEST RAIL, 23 FEET NORTHWEST OF THE CENTER LINE OF WALNUT
 EE0290'AVENUE, 1.7 FEET NORTHEAST OF A 1 1/2-FOOT HIGH VERTICAL RAIL,
 EE0290'1 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 EE0290'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 EE0290'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0077 ***********************************************************************
 BR0077  DESIGNATION -  2 GC 7
 BR0077  PID         -  BR0077
 BR0077  STATE/COUNTY-  GA/GLYNN
 BR0077  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0077
 BR0077                         *CURRENT SURVEY CONTROL
 BR0077  ___________________________________________________________________
 BR0077* NAD 83(1986)-  31 08 15.     (N)    081 23 47.     (W)     SCALED    
 BR0077* NAVD 88     -         3.097  (meters)      10.16   (feet)  ADJUSTED  
 BR0077  ___________________________________________________________________
 BR0077  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 BR0077  DYNAMIC HT  -           3.093 (meters)      10.15  (feet)  COMP
 BR0077  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BR0077
 BR0077  VERT ORDER  -  FIRST     CLASS II
 BR0077
 BR0077.The horizontal coordinates were scaled from a topographic map and have
 BR0077.an estimated accuracy of +/- 6 seconds.
 BR0077
 BR0077.The orthometric height was determined by differential leveling
 BR0077.and adjusted by the National Geodetic Survey in June 1991..
 BR0077
 BR0077.The geoid height was determined by GEOID03.
 BR0077
 BR0077.The dynamic height is computed by dividing the NAVD 88
 BR0077.geopotential number by the normal gravity value computed on the
 BR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0077.degrees latitude (g = 980.6199 gals.).
 BR0077
 BR0077.The modeled gravity was interpolated from observed gravity values.
 BR0077
 BR0077;                    North         East    Units  Estimated Accuracy
 BR0077;SPC GA E     -   126,350.      273,450.      MT  (+/- 180 meters Scaled)
 BR0077
 BR0077                          SUPERSEDED SURVEY CONTROL
 BR0077
 BR0077  NGVD 29 (??/??/92)    3.39   (m)           11.1    (f) COMPUTED    1 2
 BR0077
 BR0077.Superseded values are not recommended for survey control.
 BR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0077.See file dsdata.txt to determine how the superseded data were derived.
 BR0077
 BR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ622449(NAD 83)
 BR0077_MARKER: DD = SURVEY DISK
 BR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0077_STAMPING: 2 GC 7
 BR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0077+STABILITY: SURFACE MOTION
 BR0077
 BR0077  HISTORY     - Date     Condition        Report By
 BR0077  HISTORY     - UNK      MONUMENTED       GAGS
 BR0077  HISTORY     - 1945     GOOD             NGS
 BR0077  HISTORY     - 1961     MARK NOT FOUND   NGS
 BR0077  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 BR0077
 BR0077                          STATION DESCRIPTION
 BR0077
 BR0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BR0077'AT ST SIMON ISLAND.
 BR0077'ON ST. SIMONS ISLAND, GLYNN COUNTY, 2.2 MILES SOUTHEAST ALONG
 BR0077'KINGS WAY FROM THE TOLLHOUSE, 388 FEET WEST OF THE INTERSECTION
 BR0077'OF OCEAN DRIVE AND THE STREET LEADING TO BRUNSWICK BEACH (ST. SIMON
 BR0077'PIER), AT A BEND IN THE ROAD, 46 FEET SOUTHWEST OF THE CENTERLINE
 BR0077'OF OCEAN DRIVE, AND 24.8 FEET WEST OF A POWERLINE POLE.  A STATE
 BR0077'SURVEY STANDARD DISK, STAMPED 2 GC 7 AND SET IN THE TOP OF A
 BR0077'CONCRETE POST FLUSH WITH THE GROUND.
 BR0077
 BR0077                          STATION RECOVERY (1961)
 BR0077
 BR0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BR0077'MARK NOT FOUND.
 BR0077
 BR0077                          STATION RECOVERY (2004)
 BR0077
 BR0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0076 ***********************************************************************
 BR0076  DESIGNATION -  2 GC 8
 BR0076  PID         -  BR0076
 BR0076  STATE/COUNTY-  GA/GLYNN
 BR0076  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0076
 BR0076                         *CURRENT SURVEY CONTROL
 BR0076  ___________________________________________________________________
 BR0076* NAD 83(1986)-  31 08 45.     (N)    081 24 00.     (W)     SCALED    
 BR0076* NAVD 88     -         2.265  (meters)       7.43   (feet)  ADJUSTED  
 BR0076  ___________________________________________________________________
 BR0076  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 BR0076  DYNAMIC HT  -           2.263 (meters)       7.42  (feet)  COMP
 BR0076  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BR0076
 BR0076  VERT ORDER  -  FIRST     CLASS II
 BR0076
 BR0076.The horizontal coordinates were scaled from a topographic map and have
 BR0076.an estimated accuracy of +/- 6 seconds.
 BR0076
 BR0076.The orthometric height was determined by differential leveling
 BR0076.and adjusted by the National Geodetic Survey in June 1991..
 BR0076.WARNING-Repeat measurements at this control monument indicate possible
 BR0076.vertical movement.
 BR0076
 BR0076.The geoid height was determined by GEOID03.
 BR0076
 BR0076.The dynamic height is computed by dividing the NAVD 88
 BR0076.geopotential number by the normal gravity value computed on the
 BR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0076.degrees latitude (g = 980.6199 gals.).
 BR0076
 BR0076.The modeled gravity was interpolated from observed gravity values.
 BR0076
 BR0076;                    North         East    Units  Estimated Accuracy
 BR0076;SPC GA E     -   127,270.      273,100.      MT  (+/- 180 meters Scaled)
 BR0076
 BR0076                          SUPERSEDED SURVEY CONTROL
 BR0076
 BR0076  NGVD 29 (??/??/92)    2.560  (m)            8.40   (f) ADJ UNCH    1 2
 BR0076
 BR0076.Superseded values are not recommended for survey control.
 BR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0076.See file dsdata.txt to determine how the superseded data were derived.
 BR0076
 BR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ618458(NAD 83)
 BR0076_MARKER: DD = SURVEY DISK
 BR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0076_STAMPING: 2 GC 8
 BR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0076+STABILITY: SURFACE MOTION
 BR0076
 BR0076  HISTORY     - Date     Condition        Report By
 BR0076  HISTORY     - UNK      MONUMENTED       GAGS
 BR0076  HISTORY     - 1961     GOOD             NGS
 BR0076  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 BR0076
 BR0076                          STATION DESCRIPTION
 BR0076
 BR0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0076'0.6 MI NW FROM ST SIMONS.
 BR0076'0.65 MILE NORTHWEST ON KINGSWAY FROM THE JUNCTION WITH MALLORY
 BR0076'STREET IN ST. SIMONS.  AT THE INTERSECTION OF RETREAT AVENUE ON ST.
 BR0076'SIMONS ISLAND.  32 FEET NORTHWEST OF THE CENTER LINE OF RETREAT
 BR0076'AVENUE, 24.5 FEET NORTHEAST OF THE CENTER LINE OF KINGSWAY AND IT
 BR0076'IS ABOUT LEVEL WITH THE STREETS.  SET IN THE TOP OF A CONCRETE POST
 BR0076'LEVEL WITH THE GROUND.
 BR0076
 BR0076                          STATION RECOVERY (2005)
 BR0076
 BR0076'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BR0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0064 ***********************************************************************
 BT0064  DESIGNATION -  2 H 1
 BT0064  PID         -  BT0064
 BT0064  STATE/COUNTY-  GA/DOUGHERTY
 BT0064  USGS QUAD   -  ALBANY EAST (1988)
 BT0064
 BT0064                         *CURRENT SURVEY CONTROL
 BT0064  ___________________________________________________________________
 BT0064* NAD 83(1986)-  31 33 38.     (N)    084 06 33.     (W)     SCALED    
 BT0064* NAVD 88     -        59.529  (meters)     195.30   (feet)  POSTED    
 BT0064  ___________________________________________________________________
 BT0064  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT0064  DYNAMIC HT  -          59.460 (meters)     195.08  (feet)  COMP
 BT0064  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BT0064
 BT0064  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BT0064
 BT0064.The horizontal coordinates were scaled from a topographic map and have
 BT0064.an estimated accuracy of +/- 6 seconds.
 BT0064
 BT0064.The orthometric height was determined by differential leveling
 BT0064.and adjusted by the National Geodetic Survey in 1992..
 BT0064.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BT0064.rate of 3.1 thru 4.0 mm/km.
 BT0064
 BT0064.The geoid height was determined by GEOID03.
 BT0064
 BT0064.The dynamic height is computed by dividing the NAVD 88
 BT0064.geopotential number by the normal gravity value computed on the
 BT0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0064.degrees latitude (g = 980.6199 gals.).
 BT0064
 BT0064.The modeled gravity was interpolated from observed gravity values.
 BT0064
 BT0064;                    North         East    Units  Estimated Accuracy
 BT0064;SPC GA W     -   173,000.      705,460.      MT  (+/- 180 meters Scaled)
 BT0064
 BT0064                          SUPERSEDED SURVEY CONTROL
 BT0064
 BT0064  NGVD 29 (??/??/92)   59.695  (m)          195.85   (f) ADJ UNCH    1 2
 BT0064
 BT0064.Superseded values are not recommended for survey control.
 BT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0064.See file dsdata.txt to determine how the superseded data were derived.
 BT0064
 BT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV744953(NAD 83)
 BT0064_MARKER: DB = BENCH MARK DISK
 BT0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0064_STAMPING: 2 H 1
 BT0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0064+STABILITY: SURFACE MOTION
 BT0064
 BT0064  HISTORY     - Date     Condition        Report By
 BT0064  HISTORY     - UNK      MONUMENTED       GAGS
 BT0064  HISTORY     - 1917     GOOD             NGS
 BT0064
 BT0064                          STATION DESCRIPTION
 BT0064
 BT0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 BT0064'3 MI SE FROM ALBANY.
 BT0064'2.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILWAY FROM
 BT0064'THE STATION AT ALBANY, DOUGHERTY COUNTY, 0.35 MILE SOUTH ALONG
 BT0064'THE GEORGIA NORTHERN RAILWAY, 500 FEET SOUTH OF A FARM ROAD
 BT0064'CROSSING, 2 RAILS SOUTH OF TELEPHONE POLE NO 87, 10.8 FEET WEST
 BT0064'OF THE WEST RAIL OF THE TRACK.  A BRONZE DISK, STAMPED 2 H 1 AND
 BT0064'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2255 ***********************************************************************
 BT2255  DESIGNATION -  2 NDS
 BT2255  PID         -  BT2255
 BT2255  STATE/COUNTY-  GA/DOUGHERTY
 BT2255  USGS QUAD   -  HOLT (1973)
 BT2255
 BT2255                         *CURRENT SURVEY CONTROL
 BT2255  ___________________________________________________________________
 BT2255* NAD 83(1994)-  31 37 17.59635(N)    084 28 37.76088(W)     ADJUSTED  
 BT2255* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BT2255  ___________________________________________________________________
 BT2255  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BT2255  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BT2255
 BT2255  HORZ ORDER  -  SECOND
 BT2255
 BT2255.The horizontal coordinates were established by classical geodetic methods
 BT2255.and adjusted by the National Geodetic Survey in September 1997..
 BT2255.No horizontal observational check was made to the station.
 BT2255
 BT2255.The orthometric height was scaled from a topographic map.
 BT2255
 BT2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2255
 BT2255.The geoid height was determined by GEOID03.
 BT2255
 BT2255;                    North         East     Units Scale Factor Converg.
 BT2255;SPC GA W     -   179,799.546   670,543.920   MT  0.99991070   -0 09 46.1
 BT2255;SPC GA W     -   589,892.34  2,199,942.84   sFT  0.99991070   -0 09 46.1
 BT2255;UTM  16      - 3,501,252.546   739,304.769   MT  1.00030636   +1 19 24.1
 BT2255
 BT2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2255!SPC GA W     -   0.99999126  x   0.99991070  =   0.99990196
 BT2255!UTM  16      -   0.99999126  x   1.00030636  =   1.00029762
 BT2255
 BT2255                          SUPERSEDED SURVEY CONTROL
 BT2255
 BT2255  NAD 83(1986)-  31 37 17.60294(N)    084 28 37.76386(W) AD(       ) 2
 BT2255
 BT2255.Superseded values are not recommended for survey control.
 BT2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2255.See file dsdata.txt to determine how the superseded data were derived.
 BT2255
 BT2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3930501253(NAD 83)
 BT2255_MARKER: A = ALUMINUM MARKER
 BT2255_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2255_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2255_STAMPING: 2 NDS 1987
 BT2255_MARK LOGO: GA-095
 BT2255_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2255+STABILITY: POSITION/ELEVATION WELL
 BT2255
 BT2255  HISTORY     - Date     Condition        Report By
 BT2255  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2255
 BT2255                          STATION DESCRIPTION
 BT2255
 BT2255'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2255'MARK LOCATED ALONG HIGHWAY 55 IN DOUGHERTY COUNTY, GEORGIA, ABOUT 1.8
 BT2255'MI (2.90 KM) NORTHWEST OF JUNCTION HIGHWAYS 234 AND 55. MARK IS
 BT2255'AZIMUTH MARK FOR GPS STATION---G 1 NDS 1987.
 BT2255'TO REACH MARK FROM JUNCTION OF STATE HIGHWAYS 234 AND 55, GO NORTHWEST
 BT2255'ON HIGHWAY 55 FOR 1.90 MI (3.06 KM) TO STATION IN WEST RIGHT-OF-WAY,
 BT2255'ABOUT 0.3 MI (0.48 KM) NORTHWEST OF GPS STATION---G 1 NDS 1987.
 BT2255'MARK IS 41.4 FT (12.62 M) NORTHWEST OF CENTERLINE HIGHWAY 55, 61.2 FT
 BT2255'(18.65 M) NORTHWEST OF CALHOUN COUNTY LINE SIGN, 106 FT (32.31 M)
 BT2255'NORTHWEST OF MILE POST---0---AT THE COUNTY LINE.
 BT2255'MARK IS AN ALUMINUM DISK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO
 BT2255'REFUSAL AND ENCASED IN A CAST IRON ROUND WATER VALVE BOX WITH COVER.
 BT2255'COVER IS FLUSH WITH GROUND, ACTUAL DISK TOP ABOUT 0.5 FT (0.15 M)
 BT2255'BELOW COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0267 ***********************************************************************
 CK0267  DESIGNATION -  20
 CK0267  PID         -  CK0267
 CK0267  STATE/COUNTY-  GA/CHATHAM
 CK0267  USGS QUAD   -  GARDEN CITY (1980)
 CK0267
 CK0267                         *CURRENT SURVEY CONTROL
 CK0267  ___________________________________________________________________
 CK0267* NAD 83(1986)-  32 06 37.     (N)    081 13 45.     (W)     SCALED    
 CK0267* NAVD 88     -         5.811  (meters)      19.06   (feet)  ADJUSTED  
 CK0267  ___________________________________________________________________
 CK0267  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CK0267  DYNAMIC HT  -           5.804 (meters)      19.04  (feet)  COMP
 CK0267  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CK0267
 CK0267  VERT ORDER  -  FIRST     CLASS II
 CK0267
 CK0267.The horizontal coordinates were scaled from a topographic map and have
 CK0267.an estimated accuracy of +/- 6 seconds.
 CK0267
 CK0267.The orthometric height was determined by differential leveling
 CK0267.and adjusted by the National Geodetic Survey in June 1991..
 CK0267.WARNING-Repeat measurements at this control monument indicate possible
 CK0267.vertical movement.
 CK0267
 CK0267.The geoid height was determined by GEOID03.
 CK0267
 CK0267.The dynamic height is computed by dividing the NAVD 88
 CK0267.geopotential number by the normal gravity value computed on the
 CK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0267.degrees latitude (g = 980.6199 gals.).
 CK0267
 CK0267.The modeled gravity was interpolated from observed gravity values.
 CK0267
 CK0267;                    North         East    Units  Estimated Accuracy
 CK0267;SPC GA E     -   234,330.      288,470.      MT  (+/- 180 meters Scaled)
 CK0267
 CK0267                          SUPERSEDED SURVEY CONTROL
 CK0267
 CK0267  NGVD 29 (03/21/89)    6.093  (m)           19.99   (f) ADJUSTED    1 2
 CK0267
 CK0267.Superseded values are not recommended for survey control.
 CK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0267.See file dsdata.txt to determine how the superseded data were derived.
 CK0267
 CK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR783526(NAD 83)
 CK0267_MARKER: P = PIPE CAP
 CK0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0267_STAMPING: 19.888 20 1918
 CK0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0267
 CK0267  HISTORY     - Date     Condition        Report By
 CK0267  HISTORY     - 1918     MONUMENTED       USGS
 CK0267  HISTORY     - 1955     GOOD             NGS
 CK0267
 CK0267                          STATION DESCRIPTION
 CK0267
 CK0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0267'1.2 MI E FROM POOLER.
 CK0267'ABOUT 1.2 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK0267'THE FLAG STATION AT POOLER, ABOUT 472 YARDS EAST OF THE CENTER
 CK0267'OF OVERPASS OF U.S. HIGHWAY 80 OVER THE TRACK, 22 1/2 FEET NORTH
 CK0267'OF NORTH RAIL, 29 1/2 FEET NORTHWEST OF MILE POST S 8, 24.8
 CK0267'FEET WEST OF A TELEPHONE POLE, ABOUT 2 FEET BELOW LEVEL OF
 CK0267'TRACK AND PROJECTING 1 INCH.  NOTE-- MARK IS ABOUT 1.0 MILE
 CK0267'NORTH OF BM X 208 WHICH IS LOCATED ALONG THE SEABOARD AIR
 CK0267'LINE RAILROAD AT A POINT ABOUT 1.2 MILES EAST OF ROAD CROSSING
 CK0267'AT WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0421 ***********************************************************************
 DF0421  DESIGNATION -  20 A 24
 DF0421  PID         -  DF0421
 DF0421  STATE/COUNTY-  GA/WILKES
 DF0421  USGS QUAD   -  WASHINGTON EAST (1987)
 DF0421
 DF0421                         *CURRENT SURVEY CONTROL
 DF0421  ___________________________________________________________________
 DF0421* NAD 83(1986)-  33 43 01.     (N)    082 40 05.     (W)     SCALED    
 DF0421* NAVD 88     -       153.956  (meters)     505.10   (feet)  ADJUSTED  
 DF0421  ___________________________________________________________________
 DF0421  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF0421  DYNAMIC HT  -         153.796 (meters)     504.58  (feet)  COMP
 DF0421  MODELED GRAV-     979,592.1   (mgal)                       NAVD 88
 DF0421
 DF0421  VERT ORDER  -  SECOND    CLASS 0
 DF0421
 DF0421.The horizontal coordinates were scaled from a topographic map and have
 DF0421.an estimated accuracy of +/- 6 seconds.
 DF0421
 DF0421.The orthometric height was determined by differential leveling
 DF0421.and adjusted by the National Geodetic Survey in June 1991..
 DF0421
 DF0421.The geoid height was determined by GEOID03.
 DF0421
 DF0421.The dynamic height is computed by dividing the NAVD 88
 DF0421.geopotential number by the normal gravity value computed on the
 DF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0421.degrees latitude (g = 980.6199 gals.).
 DF0421
 DF0421.The modeled gravity was interpolated from observed gravity values.
 DF0421
 DF0421;                    North         East    Units  Estimated Accuracy
 DF0421;SPC GA E     -   412,220.      153,530.      MT  (+/- 180 meters Scaled)
 DF0421
 DF0421                          SUPERSEDED SURVEY CONTROL
 DF0421
 DF0421  NGVD 29 (??/??/92)  154.106  (m)          505.60   (f) ADJ UNCH    2 0
 DF0421
 DF0421.Superseded values are not recommended for survey control.
 DF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0421.See file dsdata.txt to determine how the superseded data were derived.
 DF0421
 DF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT454320(NAD 83)
 DF0421_MARKER: DD = SURVEY DISK
 DF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0421_STAMPING: 20 A 24
 DF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0421+STABILITY: SURFACE MOTION
 DF0421
 DF0421  HISTORY     - Date     Condition        Report By
 DF0421  HISTORY     - UNK      MONUMENTED       GAGS
 DF0421  HISTORY     - 1960     MARK NOT FOUND   NGS
 DF0421  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0421
 DF0421                          STATION DESCRIPTION
 DF0421
 DF0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0421'4.4 MI E FROM WASHINGTON.
 DF0421'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DF0421'ON THIS DATE.  THE HIGHWAY HAS BEEN RE-BUILT AND THE MARK MAY HAVE
 DF0421'BEEN DESTROYED IN CONSTRUCTION.  ORIGINAL DESCRIPTION-- 4.4 MILES
 DF0421'EAST ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT WASHINGTON,
 DF0421'WILKES COUNTY, 0.6 MILES EAST OF A ROAD LEADING SOUTH, 95 YARDS
 DF0421'WEST OF A 30-INCH CORRUGATED-IRON PIPE CULVERT, 155 FEET EAST OF
 DF0421'A POLE, AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 DF0421'STATE SURVEY STANDARD DISK, STAMPED 20 A 24 AND SET IN THE TOP
 DF0421'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DF0421
 DF0421                          STATION RECOVERY (1976)
 DF0421
 DF0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0405 ***********************************************************************
 DF0405  DESIGNATION -  20 A 31
 DF0405  PID         -  DF0405
 DF0405  STATE/COUNTY-  GA/LINCOLN
 DF0405  USGS QUAD   -  AONIA (1981)
 DF0405
 DF0405                         *CURRENT SURVEY CONTROL
 DF0405  ___________________________________________________________________
 DF0405* NAD 83(1986)-  33 44 33.     (N)    082 32 29.     (W)     SCALED    
 DF0405* NAVD 88     -       180.263  (meters)     591.41   (feet)  ADJUSTED  
 DF0405  ___________________________________________________________________
 DF0405  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF0405  DYNAMIC HT  -         180.077 (meters)     590.80  (feet)  COMP
 DF0405  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 DF0405
 DF0405  VERT ORDER  -  SECOND    CLASS 0
 DF0405
 DF0405.The horizontal coordinates were scaled from a topographic map and have
 DF0405.an estimated accuracy of +/- 6 seconds.
 DF0405
 DF0405.The orthometric height was determined by differential leveling
 DF0405.and adjusted by the National Geodetic Survey in June 1991..
 DF0405
 DF0405.The geoid height was determined by GEOID03.
 DF0405
 DF0405.The dynamic height is computed by dividing the NAVD 88
 DF0405.geopotential number by the normal gravity value computed on the
 DF0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0405.degrees latitude (g = 980.6199 gals.).
 DF0405
 DF0405.The modeled gravity was interpolated from observed gravity values.
 DF0405
 DF0405;                    North         East    Units  Estimated Accuracy
 DF0405;SPC GA E     -   415,010.      165,280.      MT  (+/- 180 meters Scaled)
 DF0405
 DF0405                          SUPERSEDED SURVEY CONTROL
 DF0405
 DF0405  NGVD 29 (??/??/92)  180.420  (m)          591.93   (f) ADJ UNCH    2 0
 DF0405
 DF0405.Superseded values are not recommended for survey control.
 DF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0405.See file dsdata.txt to determine how the superseded data were derived.
 DF0405
 DF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT572346(NAD 83)
 DF0405_MARKER: DB = BENCH MARK DISK
 DF0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0405_STAMPING: 20 A 31
 DF0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0405+STABILITY: SURFACE MOTION
 DF0405
 DF0405  HISTORY     - Date     Condition        Report By
 DF0405  HISTORY     - 1960     MONUMENTED       GAGS
 DF0405  HISTORY     - 1976     GOOD             NGS
 DF0405
 DF0405                          STATION DESCRIPTION
 DF0405
 DF0405'DESCRIBED BY GEORGIA GEODETIC SURVEY 1960
 DF0405'5.4 MI SW FROM LINCOLNTON.
 DF0405'ABOUT 5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 378 FROM THE
 DF0405'PRESBYTERIAN CHURCH AT LINCOLNTON, THENCE ABOUT 0.1 MILE NORTHWEST
 DF0405'ALONG A GRADED ROAD, IN THE BACK YARD OF A ONE-STORY FARMHOUSE
 DF0405'NORTHEAST OF THE ROAD, ON THE HIGHEST HILL IN THE VICINITY, ABOUT
 DF0405'50 YARDS NORTHEAST OF THE ROAD, 24 FEET NORTH OF THE NORTHEAST
 DF0405'CORNER OF THE EAST WING OF THE HOUSE, 21 FEET EAST OF THE NORTHEAST
 DF0405'CORNER OF THE NORTH WING, 8 FEET WEST OF THE NORTHWEST CORNER OF A
 DF0405'SQUARE GRAPE VINE AND IS UNDER A GRAPE MYRTLE BUSH, ABOUT LEVEL
 DF0405'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DF0405'GROUND.
 DF0405
 DF0405                          STATION RECOVERY (1976)
 DF0405
 DF0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0405'ABOUT 4 3/4 MILES SOUTHWEST OF LINCOLNTON ALONG U. S. HIGHWAY 378
 DF0405'FROM THE JUNCTION OF U. S. HIGHWAY 378 AND STATE HIGHWAYS 47 AND 43,
 DF0405'THENCE ABOUT 0.1 MILE NORTHWEST ALONG A GRAVEL ROAD, IN THE BACK YARD
 DF0405'OF A ONE STORY BRICK HOUSE NORTHEAST OF THE ROAD, ON THE HIGHEST HILL
 DF0405'IN THE VICINITY, ABOUT 50 YARDS NORTHEAST OF THE ROAD, 43 FEET
 DF0405'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, 34 FEET WEST-SOUTHWEST
 DF0405'OF A FENCE AND 16 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE AND
 DF0405'IS UNDER A GRAPE MYRTLE BUSH, SET IN THE TOP OF A CONCRETE POST FLUSH
 DF0405'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7113 ***********************************************************************
 AB7113  DESIGNATION -  20 DRM
 AB7113  PID         -  AB7113
 AB7113  STATE/COUNTY-  GA/DOUGHERTY
 AB7113  USGS QUAD   -  ALBANY EAST (1988)
 AB7113
 AB7113                         *CURRENT SURVEY CONTROL
 AB7113  ___________________________________________________________________
 AB7113* NAD 83(1986)-  31 30 28.     (N)    084 01 19.     (W)     SCALED    
 AB7113* NAVD 88     -        75.669  (meters)     248.26   (feet)  ADJUSTED  
 AB7113  ___________________________________________________________________
 AB7113  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AB7113  DYNAMIC HT  -          75.576 (meters)     247.95  (feet)  COMP
 AB7113  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 AB7113
 AB7113  VERT ORDER  -  SECOND    CLASS II
 AB7113
 AB7113.The horizontal coordinates were scaled from a topographic map and have
 AB7113.an estimated accuracy of +/- 6 seconds.
 AB7113
 AB7113.The orthometric height was determined by differential leveling
 AB7113.and adjusted by the National Geodetic Survey in November 1996..
 AB7113
 AB7113.The geoid height was determined by GEOID03.
 AB7113
 AB7113.The dynamic height is computed by dividing the NAVD 88
 AB7113.geopotential number by the normal gravity value computed on the
 AB7113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7113.degrees latitude (g = 980.6199 gals.).
 AB7113
 AB7113.The modeled gravity was interpolated from observed gravity values.
 AB7113
 AB7113;                    North         East    Units  Estimated Accuracy
 AB7113;SPC GA W     -   167,150.      713,750.      MT  (+/- 180 meters Scaled)
 AB7113
 AB7113                          SUPERSEDED SURVEY CONTROL
 AB7113
 AB7113.No superseded survey control is available for this station.
 AB7113
 AB7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV828897(NAD 83)
 AB7113_MARKER: A = ALUMINUM MARKER
 AB7113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7113_STAMPING: 20 DRM 1988
 AB7113_MARK LOGO: ALBDOU
 AB7113_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7113
 AB7113  HISTORY     - Date     Condition        Report By
 AB7113  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7113  HISTORY     - 19900301 GOOD             HOBBS
 AB7113
 AB7113                          STATION DESCRIPTION
 AB7113
 AB7113'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7113'MARK IS 8.5 MILES (13.7 KM) SE OF ALBANY.  TO REACH FROM US 82 AT THE
 AB7113'WORTH-DOUGHERTY COUNTY LINE, GO SOUTH ON COUNTY LINE RD FOR 3.25 MILES
 AB7113'(5.23 KM) AND TURN RIGHT, WEST ON SPRING FLATS RD FOR 1.45 MILE (2.33
 AB7113'KM) TO THE MARK ON THE RIGHT.  TO REACH FROM SR 133 (MOULTRIE HWY) AND
 AB7113'MOCK RD, GO 3.7 MILES (6.0 KM) SE ALONG SR 133, BEAR OFF LEFT ON
 AB7113'SPRING FLATS RD AND GO 1.65 MI (2.66 KM) EAST TO THE MARK ON THE LEFT
 AB7113'NEAR FIELD CORNER, 19 FT (5.8 M) SSE OF OLD CREOSOTE BRACE POST, 17.6
 AB7113'FT (5.4 M) NORTH OF SPRING FLATS RD, ABOUT 110 FT (33.5 M) NE OF AND
 AB7113'ACROSS RD FROM PHONE PEDESTAL NO.  24.  MARK IS 1.4 FT (0.4 M) BELOW
 AB7113'GROUND ATOP AN ALUMINUM ALLOY ROD IN ROUND CAST CASING WITH LID FLUSH
 AB7113'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2256 ***********************************************************************
 BT2256  DESIGNATION -  20 NDS
 BT2256  PID         -  BT2256
 BT2256  STATE/COUNTY-  GA/DOUGHERTY
 BT2256  USGS QUAD   -  ALBANY WEST (1988)
 BT2256
 BT2256                         *CURRENT SURVEY CONTROL
 BT2256  ___________________________________________________________________
 BT2256* NAD 83(1994)-  31 34 50.22688(N)    084 11 53.95607(W)     ADJUSTED  
 BT2256* NAVD 88     -        63.637  (meters)     208.78   (feet)  ADJUSTED  
 BT2256  ___________________________________________________________________
 BT2256  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BT2256  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BT2256  DYNAMIC HT  -          63.560 (meters)     208.53  (feet)  COMP
 BT2256  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BT2256
 BT2256  HORZ ORDER  -  SECOND
 BT2256  VERT ORDER  -  SECOND    CLASS II
 BT2256
 BT2256.The horizontal coordinates were established by classical geodetic methods
 BT2256.and adjusted by the National Geodetic Survey in September 1997..
 BT2256.No horizontal observational check was made to the station.
 BT2256
 BT2256.The orthometric height was determined by differential leveling
 BT2256.and adjusted by the National Geodetic Survey in November 1996..
 BT2256
 BT2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2256
 BT2256.The geoid height was determined by GEOID03.
 BT2256
 BT2256.The dynamic height is computed by dividing the NAVD 88
 BT2256.geopotential number by the normal gravity value computed on the
 BT2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2256.degrees latitude (g = 980.6199 gals.).
 BT2256
 BT2256.The modeled gravity was interpolated from observed gravity values.
 BT2256
 BT2256;                    North         East     Units Scale Factor Converg.
 BT2256;SPC GA W     -   175,219.615   696,995.636   MT  0.99990011   -0 00 59.7
 BT2256;SPC GA W     -   574,866.35  2,286,726.52   sFT  0.99990011   -0 00 59.7
 BT2256;UTM  16      - 3,497,357.965   765,879.170   MT  1.00047198   +1 28 05.1
 BT2256
 BT2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2256!SPC GA W     -   0.99999424  x   0.99990011  =   0.99989435
 BT2256!UTM  16      -   0.99999424  x   1.00047198  =   1.00046622
 BT2256
 BT2256                          SUPERSEDED SURVEY CONTROL
 BT2256
 BT2256  NAD 83(1986)-  31 34 50.23282(N)    084 11 53.96228(W) AD(       ) 2
 BT2256
 BT2256.Superseded values are not recommended for survey control.
 BT2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2256.See file dsdata.txt to determine how the superseded data were derived.
 BT2256
 BT2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6587997358(NAD 83)
 BT2256_MARKER: A = ALUMINUM MARKER
 BT2256_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2256_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2256_STAMPING: 20 NDS 1987
 BT2256_MARK LOGO: ALBDOU
 BT2256_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2256+STABILITY: POSITION/ELEVATION WELL
 BT2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2256+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2256
 BT2256  HISTORY     - Date     Condition        Report By
 BT2256  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2256  HISTORY     - 19900301 GOOD             HOBBS
 BT2256
 BT2256                          STATION DESCRIPTION
 BT2256
 BT2256'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2256'MARK LOCATED IN DOUGHERTY COUNTY, GEORGIA IN WEST ALBANY. MARK IS
 BT2256'AZIMUTH MARK FOR GPS STATION---G 19 NDS 1987.
 BT2256'TO REACH MARK FROM JUNCTION OF GILLIONVILLE ROAD---STATE HIGHWAY
 BT2256'234---AND MAGNOLIA STREET, GO WEST ON GILLIONVILLE FOR ABOUT 0.3 MI
 BT2256'(0.48 KM) TO MELROSE DRIVE ON LEFT, TURN ONTO MELROSE AND GO SOUTH TO
 BT2256'A DIRT ALLEY AND MARK ON THE RIGHT.
 BT2256'MARK IS LOCATED 30 FT (9.14 M) WEST OF CENTERLINE OF MELROSE DRIVE,
 BT2256'6.8 FT (2.07 M) NORTHWEST OF NORTHWEST CORNER OF CONCRETE ALLEY, 45.4
 BT2256'FT (13.84 M) SOUTHEAST OF SOUTHEAST CORNER OF BRICK VENEER DUPLEX
 BT2256'LOCATED AT 2030-A MELROSE DRIVE.
 BT2256'MARK SET ATOP ALUMINUM ALLOY ROD ENCASED IN CAST IRON VALVE BOX WITH
 BT2256'LID, ACTUAL MARK DISK 0.90 FT (0.27 M) BELOW GROUND.
 BT2256
 BT2256                          STATION RECOVERY (1990)
 BT2256
 BT2256'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2256'MARK IS ABOUT 2.5 MILES (4.0 KM) WEST OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2256'FOR G 19 NDS 1987.  TO REACH FROM THE JUNCTION OF GILLIONVILLE ROAD
 BT2256'(STATE ROUTE 234) AND MAGNOLIA STREET, GO WEST ON GILLIONVILLE FOR
 BT2256'ABOUT 0.4 MILE (0.6 KM) TO MELROSE DRIVE ON LEFT JUST BEFORE CURVE TO
 BT2256'RIGHT AND OPPOSITE KNIGHTS OF COLUMBUS BLDG ON RIGHT.  TURN SOUTH ONTO
 BT2256'MELROSE TO A DIRT ALLEY AND MARK ON THE RIGHT.  MELROSE DR IS ALSO
 BT2256'1.35 MILE (2.17 KM) WEST OF WESTOVER BLVD AND 0.95 MILE (1.53 KM) WEST
 BT2256'OF DARTON COLLEGE MAIN SIGN BETWEEN EAST AND WEST ENTRANCES.  MARK IS
 BT2256'30 FT (9.1 M) WEST OF MELROSE DRIVE, 6.8 FT (2.1 M) NW OF NW CORNER OF
 BT2256'CONCRETE APRON, 45.4 FT (13.8 M) SE OF SE CORNER OF BRICK VENEER
 BT2256'DUPLEX LOCATED AT 2030-A MELROSE DRIVE, SET ATOP ALUMINUM ALLOY ROD
 BT2256'ENCASED IN CAST IRON VALVE BOX WITH LID, 0.90 FT (27.43 CM) BELOW
 BT2256'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1027 ***********************************************************************
 DF1027  DESIGNATION -  20 RHP USGS
 DF1027  PID         -  DF1027
 DF1027  STATE/COUNTY-  GA/BALDWIN
 DF1027  USGS QUAD   -  BROWNS CROSSING (1985)
 DF1027
 DF1027                         *CURRENT SURVEY CONTROL
 DF1027  ___________________________________________________________________
 DF1027* NAD 83(1986)-  33 00 11.     (N)    083 21 53.     (W)     SCALED    
 DF1027* NAVD 88     -       183.003  (meters)     600.40   (feet)  ADJUSTED  
 DF1027  ___________________________________________________________________
 DF1027  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF1027  DYNAMIC HT  -         182.803 (meters)     599.75  (feet)  COMP
 DF1027  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DF1027
 DF1027  VERT ORDER  -  FIRST     CLASS II
 DF1027
 DF1027.The horizontal coordinates were scaled from a topographic map and have
 DF1027.an estimated accuracy of +/- 6 seconds.
 DF1027
 DF1027.The orthometric height was determined by differential leveling
 DF1027.and adjusted by the National Geodetic Survey in June 1991..
 DF1027
 DF1027.The geoid height was determined by GEOID03.
 DF1027
 DF1027.The dynamic height is computed by dividing the NAVD 88
 DF1027.geopotential number by the normal gravity value computed on the
 DF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1027.degrees latitude (g = 980.6199 gals.).
 DF1027
 DF1027.The modeled gravity was interpolated from observed gravity values.
 DF1027
 DF1027;                    North         East    Units  Estimated Accuracy
 DF1027;SPC GA E     -   333,580.       88,050.      MT  (+/- 180 meters Scaled)
 DF1027
 DF1027                          SUPERSEDED SURVEY CONTROL
 DF1027
 DF1027.No superseded survey control is available for this station.
 DF1027
 DF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS790541(NAD 83)
 DF1027_MARKER: DD = SURVEY DISK
 DF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1027_SP_SET: CONCRETE POST
 DF1027_STAMPING: 601 FT. 20 RHP 1955
 DF1027_PROJECTION: PROJECTING 3 CENTIMETERS
 DF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1027+STABILITY: SURFACE MOTION
 DF1027
 DF1027  HISTORY     - Date     Condition        Report By
 DF1027  HISTORY     - 1955     MONUMENTED       USGS
 DF1027  HISTORY     - 1979     GOOD             NGS
 DF1027
 DF1027                          STATION DESCRIPTION
 DF1027
 DF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1027'10.3 MI SW FROM MILLEDGEVILLE.
 DF1027'10.3 MILES SOUTHWEST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 DF1027'IN MILLEDGEVILLE TO THE MARK ON THE LEFT, SET ON THE PROPERTY OF
 DF1027'THE COUNTY LINE BAPTIST CHURCH, 88.5 FEET EAST OF POWER POLE
 DF1027'NUMBER 2794 WITH TRANSFORMER, 83 FEET SOUTH OF CENTERLINE OF
 DF1027'HIGHWAY, 1 FOOT NORTH OF THE NORTHWEST CORNER OF CHURCH.
 DF1027'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2253 ***********************************************************************
 DE2253  DESIGNATION -  20 WHC
 DE2253  PID         -  DE2253
 DE2253  STATE/COUNTY-  GA/BURKE
 DE2253  USGS QUAD   -  ALEXANDER (1989)
 DE2253
 DE2253                         *CURRENT SURVEY CONTROL
 DE2253  ___________________________________________________________________
 DE2253* NAD 83(1994)-  33 04 06.27878(N)    081 48 09.98371(W)     ADJUSTED  
 DE2253* NAVD 88     -        84.41   (+/-2cm)     276.9    (feet)  VERTCON   
 DE2253  ___________________________________________________________________
 DE2253  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DE2253  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DE2253
 DE2253  HORZ ORDER  -  SECOND
 DE2253  VERT ORDER  -  THIRD ? (See Below)
 DE2253
 DE2253.The horizontal coordinates were established by classical geodetic methods
 DE2253.and adjusted by the National Geodetic Survey in September 1997..
 DE2253
 DE2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2253.The vertical order pertains to the NGVD 29 superseded value.
 DE2253
 DE2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2253
 DE2253.The geoid height was determined by GEOID03.
 DE2253
 DE2253;                    North         East     Units Scale Factor Converg.
 DE2253;SPC GA E     -   340,246.598   233,977.436   MT  0.99991423   +0 11 54.8
 DE2253;SPC GA E     - 1,116,292.38    767,640.97   sFT  0.99991423   +0 11 54.8
 DE2253;UTM  17      - 3,659,157.459   425,065.194   MT  0.99966923   -0 26 17.0
 DE2253
 DE2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2253!SPC GA E     -   0.99999152  x   0.99991423  =   0.99990575
 DE2253!UTM  17      -   0.99999152  x   0.99966923  =   0.99966075
 DE2253
 DE2253                          SUPERSEDED SURVEY CONTROL
 DE2253
 DE2253  NAD 83(1986)-  33 04 06.28255(N)    081 48 09.97788(W) AD(       ) 2
 DE2253  NAD 27      -  33 04 05.73142(N)    081 48 10.56584(W) AD(       ) 2
 DE2253  NGVD 29 (07/19/86)   84.65   (m)          277.7    (f) LEVELING    3  
 DE2253
 DE2253.Superseded values are not recommended for survey control.
 DE2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2253.See file dsdata.txt to determine how the superseded data were derived.
 DE2253
 DE2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2506559157(NAD 83)
 DE2253_MARKER: DB = BENCH MARK DISK
 DE2253_SETTING: 80 = SET IN A BOULDER
 DE2253_SP_SET: PARTIALLY EXPOSED BOULDER
 DE2253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2253
 DE2253  HISTORY     - Date     Condition        Report By
 DE2253  HISTORY     - 1980     MONUMENTED       USGS
 DE2253
 DE2253                          STATION DESCRIPTION
 DE2253
 DE2253'DESCRIBED BY US GEOLOGICAL SURVEY 1980 (MJH)
 DE2253'THE STATION IS LOCATED ABOUT 9 KM (5-1/2 MI) WEST-NORTHWEST OF
 DE2253'GIRARD, 11.2 KM (7 MI) NORTH-NORTHWEST OF SARDIS, AND 20.1 KM
 DE2253'(12-1/2 MI) EAST OF WAYNESBORO.
 DE2253'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2253'
 DE2253'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2253'NORTHWEST ALONG STATE ROUTE 23 FOR 7 KM (4.35 MI) TO THE JUNCTION
 DE2253'OF PAVED COUNTY ROAD 92113 (THOMPSON BRIDGE ROAD) FORKING TO THE
 DE2253'LEFT, AND DIRT COUNTY ROAD 95 (LAMB ROAD) TO THE RIGHT.  TURN LEFT
 DE2253'GOING WEST ALONG COUNTY ROAD 92113 FOR 2.3 KM (1.45 MI) TO THE
 DE2253'JUNCTION OF BRIER CREEK ROAD TO THE LEFT AND THE STATION ON THE
 DE2253'LEFT.
 DE2253'
 DE2253'THE STATION IS A STANDARD USGS BENCH MARK DISK
 DE2253'STAMPED---278 20 WHC 1961---,
 DE2253'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15.2 CM ON A SIDE
 DE2253'PROJECTING 10. CM BELOW THE GROUND.  IT IS LOCATED
 DE2253'25.29 METERS (83.00 FT) SOUTH-SOUTHWEST FROM THE POINT OF
 DE2253'INTERSECTION OF CENTERLINES OF COUNTY ROAD 92113 AND COUNTY ROAD
 DE2253'91,
 DE2253'14.02 METERS (46.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DE2253'COUNTY ROAD 91,
 DE2253'15.08 METERS (49.50 FT) SOUTH-SOUTHEAST FROM A RIGHT OF WAY
 DE2253'MARKER, AND
 DE2253'0.15 METER (0.500 FT) EAST-NORTHEAST FROM A FENCELINE.
 DE2253'
 DE2253'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2253'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2257 ***********************************************************************
 BT2257  DESIGNATION -  200 DSC
 BT2257  PID         -  BT2257
 BT2257  STATE/COUNTY-  GA/DOUGHERTY
 BT2257  USGS QUAD   -  ALBANY EAST (1988)
 BT2257
 BT2257                         *CURRENT SURVEY CONTROL
 BT2257  ___________________________________________________________________
 BT2257* NAD 83(1994)-  31 36 25.65190(N)    084 06 12.75364(W)     ADJUSTED  
 BT2257* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 BT2257  ___________________________________________________________________
 BT2257  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BT2257  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT2257
 BT2257  HORZ ORDER  -  THIRD
 BT2257
 BT2257.The horizontal coordinates were established by classical geodetic methods
 BT2257.and adjusted by the National Geodetic Survey in September 1997..
 BT2257.No horizontal observational check was made to the station.
 BT2257
 BT2257.The orthometric height was scaled from a topographic map.
 BT2257
 BT2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2257
 BT2257.The geoid height was determined by GEOID03.
 BT2257
 BT2257;                    North         East     Units Scale Factor Converg.
 BT2257;SPC GA W     -   178,159.699   705,989.479   MT  0.99990044   +0 01 59.1
 BT2257;SPC GA W     -   584,512.28  2,316,233.82   sFT  0.99990044   +0 01 59.1
 BT2257;UTM  16      - 3,500,532.090   774,799.146   MT  1.00053147   +1 31 08.3
 BT2257
 BT2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2257!SPC GA W     -   0.99999435  x   0.99990044  =   0.99989480
 BT2257!UTM  16      -   0.99999435  x   1.00053147  =   1.00052582
 BT2257
 BT2257                          SUPERSEDED SURVEY CONTROL
 BT2257
 BT2257  NAD 83(1986)-  31 36 25.65780(N)    084 06 12.75980(W) AD(       ) 3
 BT2257
 BT2257.Superseded values are not recommended for survey control.
 BT2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2257.See file dsdata.txt to determine how the superseded data were derived.
 BT2257
 BT2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7479900532(NAD 83)
 BT2257_MARKER: A = ALUMINUM MARKER
 BT2257_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2257_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2257_STAMPING: 200 DSC 1988
 BT2257_MARK LOGO: GA-095
 BT2257_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2257+STABILITY: POSITION/ELEVATION WELL
 BT2257
 BT2257  HISTORY     - Date     Condition        Report By
 BT2257  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2257  HISTORY     - 19950915 GOOD             USPSQD
 BT2257
 BT2257                          STATION DESCRIPTION
 BT2257
 BT2257'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2257'MARK LOCATED ON NORTHSIDE OF ALBANY AT NAVAL HOSPITAL IN DOUGHERTY
 BT2257'COUNTY, GEORGIA. MARK IS AZIMUTH MARK FOR GPS STATION---G 201 DSC
 BT2257'1988.
 BT2257'TO REACH MARK FROM JUCTION OF HIGHWAY 19 AND CLARKE AVENUE, GO EAST ON
 BT2257'CLARKE AVENUE FOR 0.4 MI (0.64 KM) TO TURNER FIELD ROAD, TURN LEFT
 BT2257'(NORTH)ON TURNER FIELD ROAD AND GO 1.7 MI (2.74 KM) TO JUNCTION
 BT2257'MCADAMS STREET. GO NORTH ON MCADAMS STREET FOR 0.4 MI (0.64 KM) TO
 BT2257'STATION IN LEFT RIGHT-OF-WAY IN FRONT OF NAVAL HOSPITAL JAX BRANCH.
 BT2257'MARK IS 22.6 FT (6.89 M) NORTH OF CENTERLINE MCADAMS STREET, 42 FT
 BT2257'(12.80 M) WEST OF CENTERLINE EXIT ROAD FROM HOSPITAL, 25.6 FT
 BT2257'(7.80 M) SOUTHWEST METAL STREET LIGHT, 10 FT (3.05 M) SOUTH OF CHAIN
 BT2257'LINK FENCE..
 BT2257'MARK IS ALUMINUM DISK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL
 BT2257'AND ENCASED IN A CAST IRON ROUND WATER VALVE BOX WITH COVER. COVER
 BT2257'FLUSH WITH GROUND, ACTUAL DISK TOP BEING 1 FT (0.30 M) BELOW TOP
 BT2257'COVER.
 BT2257
 BT2257                          STATION RECOVERY (1995)
 BT2257
 BT2257'RECOVERY NOTE BY US POWER SQUADRON 1995
 BT2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2906 ***********************************************************************
 CL2906  DESIGNATION -  201 G
 CL2906  PID         -  CL2906
 CL2906  STATE/COUNTY-  GA/TOOMBS
 CL2906  USGS QUAD   -  LYONS (1985)
 CL2906
 CL2906                         *CURRENT SURVEY CONTROL
 CL2906  ___________________________________________________________________
 CL2906* NAD 83(1994)-  32 07 51.13217(N)    082 21 22.88663(W)     ADJUSTED  
 CL2906* NAVD 88     -        66.00   (+/-2cm)     216.5    (feet)  VERTCON   
 CL2906  ___________________________________________________________________
 CL2906  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL2906  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CL2906
 CL2906  HORZ ORDER  -  SECOND
 CL2906  VERT ORDER  -  THIRD (See Below)
 CL2906
 CL2906.The horizontal coordinates were established by classical geodetic methods
 CL2906.and adjusted by the National Geodetic Survey in September 1997..
 CL2906
 CL2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2906.The vertical order pertains to the NGVD 29 superseded value.
 CL2906
 CL2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2906
 CL2906.The geoid height was determined by GEOID03.
 CL2906
 CL2906;                    North         East     Units Scale Factor Converg.
 CL2906;SPC GA E     -   236,243.080   182,102.809   MT  0.99990395   -0 06 03.2
 CL2906;SPC GA E     -   775,074.17    597,448.97   sFT  0.99990395   -0 06 03.2
 CL2906;UTM  17      - 3,555,747.299   372,061.872   MT  0.99980186   -0 43 17.3
 CL2906
 CL2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2906!SPC GA E     -   0.99999415  x   0.99990395  =   0.99989811
 CL2906!UTM  17      -   0.99999415  x   0.99980186  =   0.99979602
 CL2906
 CL2906                          SUPERSEDED SURVEY CONTROL
 CL2906
 CL2906  NAD 83(1986)-  32 07 51.13905(N)    082 21 22.88869(W) AD(       ) 2
 CL2906  NGVD 29 (06/19/89)   66.22   (m)          217.3    (f) LEVELING    3  
 CL2906
 CL2906.Superseded values are not recommended for survey control.
 CL2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2906.See file dsdata.txt to determine how the superseded data were derived.
 CL2906
 CL2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7206255747(NAD 83)
 CL2906_MARKER: DB = BENCH MARK DISK
 CL2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2906+STABILITY: SURFACE MOTION
 CL2906
 CL2906  HISTORY     - Date     Condition        Report By
 CL2906  HISTORY     - 1985     MONUMENTED       USGS
 CL2906
 CL2906                          STATION DESCRIPTION
 CL2906
 CL2906'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2906'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI)
 CL2906'SOUTH SOUTHWEST OF LYONS AND
 CL2906'10.9 KM (6.8 MI) SOUTHEAST OF VIDALIA.
 CL2906'OWNERSHIP--STATE RIGHT OF WAY.
 CL2906'
 CL2906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2906'IN LYONS, GO
 CL2906'SOUTH FOR 4.0 KM (3.2 MI) ON U.S. HIGHWAY 1 TO A BRIDGE OVER LITTLE
 CL2906'ROCKY CREEK.
 CL2906'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.4 KM (1.5 MI) ON THE
 CL2906'U.S. HIGHWAY TO COUNTY PAVED ROAD 115 ON THE RIGHT, SAND LEFT.
 CL2906'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.2 KM (0.75 MI) ON U.S.
 CL2906'HIGHWAY 1 TO COUNTY SAND ROAD 306 ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2906'0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT ON A 2 METER HIGH
 CL2906'EMBANKMENT.
 CL2906'
 CL2906'THE STATION IS A STANDARD USGS DISK
 CL2906'STAMPED---30E 1969 201G---,
 CL2906'WHICH HAS BEEN STAMPED--- OVER AND ALTERED,
 CL2906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2906'10 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2906'16.2 METERS (53.0 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 CL2906'3.2 METERS (10.6 FT) NORTH-NORTHEAST FROM THE END OF A GUY WIRE,
 CL2906'0.9 METERS (2.9 FT) NORTHEAST FROM A POWER POLE WITH TRANSFORMER AND
 CL2906'3.0 METERS (10.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CL2906'NOTE THAT THE MONUMENT IS 30 CM IN DIAMETER AT 5 CM FROM THE TOP
 CL2906'AND IS IN A FENCE LINE AND UNOCCUPIABLE.
 CL2906'
 CL2906'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2906'
 CL2906'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1648 ***********************************************************************
 BS1648  DESIGNATION -  201 RR
 BS1648  PID         -  BS1648
 BS1648  STATE/COUNTY-  GA/APPLING
 BS1648  USGS QUAD   -  BAXLEY (1988)
 BS1648
 BS1648                         *CURRENT SURVEY CONTROL
 BS1648  ___________________________________________________________________
 BS1648* NAD 83(1994)-  31 46 35.99951(N)    082 20 56.29949(W)     ADJUSTED  
 BS1648* NAVD 88     -        62.79   (+/-2cm)     206.0    (feet)  VERTCON   
 BS1648  ___________________________________________________________________
 BS1648  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 BS1648  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BS1648
 BS1648  HORZ ORDER  -  SECOND
 BS1648  VERT ORDER  -  THIRD (See Below)
 BS1648
 BS1648.The horizontal coordinates were established by classical geodetic methods
 BS1648.and adjusted by the National Geodetic Survey in September 1997..
 BS1648.No horizontal observational check was made to the station.
 BS1648
 BS1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1648.The vertical order pertains to the NGVD 29 superseded value.
 BS1648
 BS1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1648
 BS1648.The geoid height was determined by GEOID03.
 BS1648
 BS1648;                    North         East     Units Scale Factor Converg.
 BS1648;SPC GA E     -   196,969.505   182,733.477   MT  0.99990368   -0 05 45.6
 BS1648;SPC GA E     -   646,224.12    599,518.08   sFT  0.99990368   -0 05 45.6
 BS1648;UTM  17      - 3,516,473.224   372,269.199   MT  0.99980122   -0 42 37.7
 BS1648
 BS1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1648!SPC GA E     -   0.99999460  x   0.99990368  =   0.99989828
 BS1648!UTM  17      -   0.99999460  x   0.99980122  =   0.99979582
 BS1648
 BS1648                          SUPERSEDED SURVEY CONTROL
 BS1648
 BS1648  NAD 83(1986)-  31 46 36.01168(N)    082 20 56.30110(W) AD(       ) 2
 BS1648  NGVD 29 (12/08/88)   63.04   (m)          206.8    (f) LEVELING    3  
 BS1648
 BS1648.Superseded values are not recommended for survey control.
 BS1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1648.See file dsdata.txt to determine how the superseded data were derived.
 BS1648
 BS1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7226916473(NAD 83)
 BS1648_MARKER: DB = BENCH MARK DISK
 BS1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1648+STABILITY: SURFACE MOTION
 BS1648
 BS1648  HISTORY     - Date     Condition        Report By
 BS1648  HISTORY     - 1985     MONUMENTED       USGS
 BS1648  HISTORY     - 20051019 GOOD             GADT
 BS1648
 BS1648                          STATION DESCRIPTION
 BS1648
 BS1648'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1648'THE STATION IS OCATED IN BAXLEY AT THE SOUTHERN RAILWAY CROSSING OF
 BS1648'MAIN STREET.
 BS1648'
 BS1648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1648'BAXLEY GO SOUTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) TO THE
 BS1648'RAILWAY CROSSING AND THE STATION ON THE LEFT IN A SMALL PLANTED
 BS1648'AREA.
 BS1648'
 BS1648'THE STATION IS A STANDARD USGS DISK
 BS1648'STAMPED---201 RR 30E---,
 BS1648'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1648'25 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 BS1648'21.6 METERS (71 FT) SOUTH-SOUTHWEST FROM THE CENTER OF PARK STREET,
 BS1648'13.1 METERS (43.1 FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY,
 BS1648'5.8 METERS (19.0 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE TRACK AND,
 BS1648'1.0 METERS (3.04 FT) NORTHEAST FROM A POWER POLE.
 BS1648'
 BS1648'DESCRIBED BY B. PUTZIGER.
 BS1648
 BS1648                          STATION RECOVERY (2005)
 BS1648
 BS1648'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BS1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2907 ***********************************************************************
 CL2907  DESIGNATION -  201 T
 CL2907  PID         -  CL2907
 CL2907  STATE/COUNTY-  GA/TOOMBS
 CL2907  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2907
 CL2907                         *CURRENT SURVEY CONTROL
 CL2907  ___________________________________________________________________
 CL2907* NAD 83(1994)-  32 00 52.53620(N)    082 20 53.60085(W)     ADJUSTED  
 CL2907* NAVD 88     -        37.89   (+/-2cm)     124.3    (feet)  VERTCON   
 CL2907  ___________________________________________________________________
 CL2907  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CL2907  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CL2907
 CL2907  HORZ ORDER  -  SECOND
 CL2907  VERT ORDER  -  THIRD (See Below)
 CL2907
 CL2907.The horizontal coordinates were established by classical geodetic methods
 CL2907.and adjusted by the National Geodetic Survey in September 1997..
 CL2907.No horizontal observational check was made to the station.
 CL2907
 CL2907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2907.The vertical order pertains to the NGVD 29 superseded value.
 CL2907
 CL2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2907
 CL2907.The geoid height was determined by GEOID03.
 CL2907
 CL2907;                    North         East     Units Scale Factor Converg.
 CL2907;SPC GA E     -   223,349.323   182,848.643   MT  0.99990363   -0 05 46.5
 CL2907;SPC GA E     -   732,771.90    599,895.92   sFT  0.99990363   -0 05 46.5
 CL2907;UTM  17      - 3,542,847.557   372,668.171   MT  0.99979995   -0 42 53.4
 CL2907
 CL2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2907!SPC GA E     -   0.99999855  x   0.99990363  =   0.99990218
 CL2907!UTM  17      -   0.99999855  x   0.99979995  =   0.99979850
 CL2907
 CL2907                          SUPERSEDED SURVEY CONTROL
 CL2907
 CL2907  NAD 83(1986)-  32 00 52.54367(N)    082 20 53.60599(W) AD(       ) 2
 CL2907  NGVD 29 (06/19/89)   38.12   (m)          125.1    (f) LEVELING    3  
 CL2907
 CL2907.Superseded values are not recommended for survey control.
 CL2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2907.See file dsdata.txt to determine how the superseded data were derived.
 CL2907
 CL2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7266842848(NAD 83)
 CL2907_MARKER: DB = BENCH MARK DISK
 CL2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2907_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2907+STABILITY: SURFACE MOTION
 CL2907
 CL2907  HISTORY     - Date     Condition        Report By
 CL2907  HISTORY     - 1985     MONUMENTED       USGS
 CL2907
 CL2907                          STATION DESCRIPTION
 CL2907
 CL2907'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2907'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 CL2907'SOUTH OF LYONS,
 CL2907'14.5 KM (9.0 MI) EAST OF UVALDA AND
 CL2907'8.0 KM (5.0 MI) NORTH OF THE BRIDGE OVER THE ALTAMAHA RIVER.
 CL2907'OWNERSHIP--STATE RIGHT OF WAY.
 CL2907'
 CL2907'TO REACH THE STATION FROM THE ENTANCE TO PLANT HATCH, GO NORTH ON
 CL2907'U.S. HIGHWAY 1 FOR 0.6 KM (0.4 MI) TO THE SOUTH SIDE OF THE BRIDGE
 CL2907'OVER THE ALTAMAHA RIVER.  CONTINUE AHEAD FOR 3.5 KM (2.2 MI) TO
 CL2907'STATE ROUTE S 2762, STATE ROUTE 147 CROSSING.  CONTINUE AHEAD FOR
 CL2907'3.5 KM (2.2 MI) TO COUNTY SAND ROAD 43 ON THE RIGHT.  CONTINUE
 CL2907'AHEAD FOR 1.6 KM (1.0 MI) TO THE STATION ON THE LEFT ACROSS THE
 CL2907'HIGHWAY FROM A SMALL CIRCLE DRIVE AT A DESTROYED BUILDING.
 CL2907'
 CL2907'THE STATION IS A STANDARD USGS DISK
 CL2907'STAMPED---30 E 1969 201 T---,
 CL2907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2907'10 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2907'16.2 METERS (53 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CL2907'12.1 METERS (39.8 FT) SOUTHWEST FROM A PIPE CULVERT AT A DRIVEWAY,
 CL2907'0.6 METERS (2.0 FT) NORTH FROM A POWER POLE WITH TRANSFORMER AND
 CL2907'0.34 METERS (1.1 FT) EAST FROM A WITNESS POST.
 CL2907'
 CL2907'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1641 ***********************************************************************
 BE1641  DESIGNATION -  202 B USE
 BE1641  PID         -  BE1641
 BE1641  STATE/COUNTY-  GA/SEMINOLE
 BE1641  USGS QUAD   -  STEAM MILL (1994)
 BE1641
 BE1641                         *CURRENT SURVEY CONTROL
 BE1641  ___________________________________________________________________
 BE1641* NAD 83(1986)-  30 53 29.     (N)    084 55 26.     (W)     SCALED    
 BE1641* NAVD 88     -        47.764  (meters)     156.71   (feet)  ADJUSTED  
 BE1641  ___________________________________________________________________
 BE1641  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BE1641  DYNAMIC HT  -          47.703 (meters)     156.51  (feet)  COMP
 BE1641  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 BE1641
 BE1641  VERT ORDER  -  SECOND    CLASS 0
 BE1641
 BE1641.The horizontal coordinates were scaled from a topographic map and have
 BE1641.an estimated accuracy of +/- 6 seconds.
 BE1641
 BE1641.The orthometric height was determined by differential leveling
 BE1641.and adjusted by the National Geodetic Survey in June 1991..
 BE1641
 BE1641.The geoid height was determined by GEOID03.
 BE1641
 BE1641.The dynamic height is computed by dividing the NAVD 88
 BE1641.geopotential number by the normal gravity value computed on the
 BE1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1641.degrees latitude (g = 980.6199 gals.).
 BE1641
 BE1641.The modeled gravity was interpolated from observed gravity values.
 BE1641
 BE1641;                    North         East    Units  Estimated Accuracy
 BE1641;SPC GA W     -    99,060.      627,610.      MT  (+/- 180 meters Scaled)
 BE1641
 BE1641                          SUPERSEDED SURVEY CONTROL
 BE1641
 BE1641  NGVD 29 (??/??/92)   47.893  (m)          157.13   (f) ADJ UNCH    2 0
 BE1641
 BE1641.Superseded values are not recommended for survey control.
 BE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1641.See file dsdata.txt to determine how the superseded data were derived.
 BE1641
 BE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV984194(NAD 83)
 BE1641_MARKER: DD = SURVEY DISK
 BE1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1641_STAMPING: 202 B 1953
 BE1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1641+STABILITY: SURFACE MOTION
 BE1641
 BE1641  HISTORY     - Date     Condition        Report By
 BE1641  HISTORY     - UNK      MONUMENTED       DOD
 BE1641  HISTORY     - 1953     GOOD             NGS
 BE1641  HISTORY     - 1964     GOOD             NGS
 BE1641
 BE1641                          STATION DESCRIPTION
 BE1641
 BE1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE1641'14.1 MI SW FROM DONALSONVILLE.
 BE1641'ABOUT 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE
 BE1641'HIGH SCHOOL AT DONALSONVILLE, THENCE ABOUT 7.25 MILES SOUTHEAST
 BE1641'AND SOUTH ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD
 BE1641'EAST TO DESSER, 92 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 BE1641'ROAD, 15 FEET NORTH OF EXTENDED CENTER LINE OF ROAD EAST,
 BE1641'75 FEET WEST OF A FENCE CORNER, IN AN EAST-WEST FENCE LINE,
 BE1641'ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 BE1641'POST PROJECTING 6 INCHES.  MARK IS ABOUT 3.75 MILES WEST ALONG
 BE1641'A GRADED ROAD FROM THE CROSSROADS AND SALEM CHURCH AND CEMETERY
 BE1641'AT DESSER.
 BE1641
 BE1641                          STATION RECOVERY (1964)
 BE1641
 BE1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1642 ***********************************************************************
 BE1642  DESIGNATION -  202 D USE
 BE1642  PID         -  BE1642
 BE1642  STATE/COUNTY-  GA/SEMINOLE
 BE1642  USGS QUAD   -  STEAM MILL (1994)
 BE1642
 BE1642                         *CURRENT SURVEY CONTROL
 BE1642  ___________________________________________________________________
 BE1642* NAD 83(1986)-  30 53 29.     (N)    084 55 26.     (W)     SCALED    
 BE1642* NAVD 88     -        47.343  (meters)     155.32   (feet)  ADJUSTED  
 BE1642  ___________________________________________________________________
 BE1642  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BE1642  DYNAMIC HT  -          47.282 (meters)     155.12  (feet)  COMP
 BE1642  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 BE1642
 BE1642  VERT ORDER  -  SECOND    CLASS 0
 BE1642
 BE1642.The horizontal coordinates were scaled from a topographic map and have
 BE1642.an estimated accuracy of +/- 6 seconds.
 BE1642
 BE1642.The orthometric height was determined by differential leveling
 BE1642.and adjusted by the National Geodetic Survey in June 1991..
 BE1642
 BE1642.The geoid height was determined by GEOID03.
 BE1642
 BE1642.The dynamic height is computed by dividing the NAVD 88
 BE1642.geopotential number by the normal gravity value computed on the
 BE1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1642.degrees latitude (g = 980.6199 gals.).
 BE1642
 BE1642.The modeled gravity was interpolated from observed gravity values.
 BE1642
 BE1642;                    North         East    Units  Estimated Accuracy
 BE1642;SPC GA W     -    99,060.      627,610.      MT  (+/- 180 meters Scaled)
 BE1642
 BE1642                          SUPERSEDED SURVEY CONTROL
 BE1642
 BE1642  NGVD 29 (??/??/92)   47.472  (m)          155.75   (f) ADJ UNCH    2 0
 BE1642
 BE1642.Superseded values are not recommended for survey control.
 BE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1642.See file dsdata.txt to determine how the superseded data were derived.
 BE1642
 BE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV984194(NAD 83)
 BE1642_MARKER: DD = SURVEY DISK
 BE1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1642_STAMPING: 202 D 1953
 BE1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1642+STABILITY: SURFACE MOTION
 BE1642
 BE1642  HISTORY     - Date     Condition        Report By
 BE1642  HISTORY     - UNK      MONUMENTED       DOD
 BE1642  HISTORY     - 1953     GOOD             NGS
 BE1642  HISTORY     - 1964     POOR             NGS
 BE1642
 BE1642                          STATION DESCRIPTION
 BE1642
 BE1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE1642'14.1 MI SW FROM DONALSONVILLE.
 BE1642'ABOUT 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE HIGH
 BE1642'SCHOOL AT DONALSONVILLE, THENCE ABOUT 7.25 MILES SOUTHEAST AND
 BE1642'SOUTH ALONG A GRADED ROAD, ABOUT 0.6 MILE SOUTH OF HOLY NECK
 BE1642'CHURCH AND SCHOOL, AT THE JUNCTION OF A ROAD LEADING EAST TO
 BE1642'DESSER, 20 FEET WEST OF CENTER LINE OF ROAD, 76 FEET SOUTH
 BE1642'OF EXTENDED CENTER LINE OF ROAD EAST, 101 FEET SOUTH OF AN
 BE1642'EAST-WEST FENCE LINE, 1/2 FOOT WEST OF A NORTH-SOUTH FENCE
 BE1642'LINE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 BE1642'A CONCRETE POST PROJECTING 10 INCHES.  MARK IS ABOUT 3.75
 BE1642'MILES WEST ALONG A GRADED ROAD FROM THE CROSSROADS AND
 BE1642'SALEM CHURCH AND CEMETERY AT DESSER.
 BE1642
 BE1642                          STATION RECOVERY (1964)
 BE1642
 BE1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BE1642'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2258 ***********************************************************************
 BT2258  DESIGNATION -  202 DSC
 BT2258  PID         -  BT2258
 BT2258  STATE/COUNTY-  GA/DOUGHERTY
 BT2258  USGS QUAD   -  ALBANY EAST (1988)
 BT2258
 BT2258                         *CURRENT SURVEY CONTROL
 BT2258  ___________________________________________________________________
 BT2258* NAD 83(1994)-  31 35 16.05729(N)    084 06 57.98037(W)     ADJUSTED  
 BT2258* NAVD 88     -        62.736  (meters)     205.83   (feet)  ADJUSTED  
 BT2258  ___________________________________________________________________
 BT2258  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BT2258  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT2258  DYNAMIC HT  -          62.660 (meters)     205.58  (feet)  COMP
 BT2258  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BT2258
 BT2258  HORZ ORDER  -  SECOND
 BT2258  VERT ORDER  -  SECOND    CLASS II
 BT2258
 BT2258.The horizontal coordinates were established by classical geodetic methods
 BT2258.and adjusted by the National Geodetic Survey in September 1997..
 BT2258.No horizontal observational check was made to the station.
 BT2258
 BT2258.The orthometric height was determined by differential leveling
 BT2258.and adjusted by the National Geodetic Survey in November 1996..
 BT2258
 BT2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2258
 BT2258.The geoid height was determined by GEOID03.
 BT2258
 BT2258.The dynamic height is computed by dividing the NAVD 88
 BT2258.geopotential number by the normal gravity value computed on the
 BT2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2258.degrees latitude (g = 980.6199 gals.).
 BT2258
 BT2258.The modeled gravity was interpolated from observed gravity values.
 BT2258
 BT2258;                    North         East     Units Scale Factor Converg.
 BT2258;SPC GA W     -   176,015.783   704,798.440   MT  0.99990028   +0 01 35.3
 BT2258;SPC GA W     -   577,478.45  2,312,326.22   sFT  0.99990028   +0 01 35.3
 BT2258;UTM  16      - 3,498,356.656   773,663.372   MT  1.00052379   +1 30 41.5
 BT2258
 BT2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2258!SPC GA W     -   0.99999439  x   0.99990028  =   0.99989467
 BT2258!UTM  16      -   0.99999439  x   1.00052379  =   1.00051818
 BT2258
 BT2258                          SUPERSEDED SURVEY CONTROL
 BT2258
 BT2258  NAD 83(1986)-  31 35 16.06319(N)    084 06 57.98665(W) AD(       ) 2
 BT2258
 BT2258.Superseded values are not recommended for survey control.
 BT2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2258.See file dsdata.txt to determine how the superseded data were derived.
 BT2258
 BT2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7366398357(NAD 83)
 BT2258_MARKER: A = ALUMINUM MARKER
 BT2258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2258_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2258_STAMPING: 202 DSC 1988
 BT2258_MARK LOGO: ALBDOU
 BT2258_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2258
 BT2258  HISTORY     - Date     Condition        Report By
 BT2258  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2258  HISTORY     - 19900301 GOOD             HOBBS
 BT2258
 BT2258                          STATION DESCRIPTION
 BT2258
 BT2258'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2258'MARK LOCATED IN ALBANY, DOUGHERTY COUNTY, GEORGIA.  MARK IS AZIMUTH
 BT2258'MARK FOR GPS STATION---G 203 DSC 1988.
 BT2258'MARK IS 0.3 MI (0.48 KM) EAST ON CLARK AVENUE FROM ITS JUNCTION WITH
 BT2258'GA HIGHWAY 19N/S AT JUNCTION OF MAPLE STREET, NORTH ON MAPLE FOR 0.55
 BT2258'MI (0.89 KM) ON LEFT, IN FRONT OF C.W. HEATH MEMORIAL PARK. MARK IS
 BT2258'42.7 FT (13.01 M) WEST OF C/L MAPLE STREET, 35.2 FT (10.73 M) EAST OF
 BT2258'EAST EDGE WHITE CINDER BLOCK PLANTER, 114.8 FT (34.99 M)
 BT2258'SOUTH-SOUTHWEST OF POWERPOLE NEAR OVERPASS.
 BT2258'MARK IS SET ATOP AN ALUMINUM ALLOY ROD ENCASED IN A ROUND CAST IRON
 BT2258'CASING WITH COVER, ACTUAL MARK BEING ABOUT 0.7 FT (0.21 M) BELOW
 BT2258'GROUND LEVEL AND COVER BEING FLUSH.
 BT2258
 BT2258                          STATION RECOVERY (1990)
 BT2258
 BT2258'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2258'MARK IS ABOUT 2.5 MILES (4.0 KM) EAST OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2258'FOR G 203 DSC 1988.  TO REACH FROM THE OVERPASS OF US 19 LIBERTY
 BT2258'EXPRESSWAY CROSSING CLARK AVE, TRAVEL 0.3 MI (0.5 KM) WEST ON CLARK
 BT2258'AVENUE TO MAPLE ST, THENCE 0.55 MI (0.89 KM) TO THE MARK ON THE LEFT
 BT2258'AT C.W.  HEATH MEMORIAL PARK, 42.7 FT (13.0 M) WEST OF MAPLE ST, 35.2
 BT2258'FT (10.7 M) EAST OF EAST EDGE WHITE CINDER BLOCK PLANTER, 114.8 FT
 BT2258'(35.0 M) SSW OF POWERPOLE NEAR US 19 OVERPASS, A DISK ON ALUMINUM
 BT2258'ALLOY ROD INSIDE CAST IRON BOX, 0.7 FT (21.3 CM) BELOW GROUND AND LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1710 ***********************************************************************
 BS1710  DESIGNATION -  203 Z
 BS1710  PID         -  BS1710
 BS1710  STATE/COUNTY-  GA/APPLING
 BS1710  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1710
 BS1710                         *CURRENT SURVEY CONTROL
 BS1710  ___________________________________________________________________
 BS1710* NAD 83(1994)-  31 47 36.46704(N)    082 08 30.98697(W)     ADJUSTED  
 BS1710* NAVD 88     -        55.33   (+/-2cm)     181.5    (feet)  VERTCON   
 BS1710  ___________________________________________________________________
 BS1710  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 BS1710  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 BS1710
 BS1710  HORZ ORDER  -  SECOND
 BS1710  VERT ORDER  -  THIRD (See Below)
 BS1710
 BS1710.The horizontal coordinates were established by classical geodetic methods
 BS1710.and adjusted by the National Geodetic Survey in September 1997..
 BS1710.No horizontal observational check was made to the station.
 BS1710
 BS1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1710.The vertical order pertains to the NGVD 29 superseded value.
 BS1710
 BS1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1710
 BS1710.The geoid height was determined by GEOID03.
 BS1710
 BS1710;                    North         East     Units Scale Factor Converg.
 BS1710;SPC GA E     -   198,817.570   202,341.411   MT  0.99990007   +0 00 46.9
 BS1710;SPC GA E     -   652,287.31    663,848.45   sFT  0.99990007   +0 00 46.9
 BS1710;UTM  17      - 3,518,110.646   391,893.291   MT  0.99974414   -0 36 06.1
 BS1710
 BS1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1710!SPC GA E     -   0.99999585  x   0.99990007  =   0.99989593
 BS1710!UTM  17      -   0.99999585  x   0.99974414  =   0.99974000
 BS1710
 BS1710                          SUPERSEDED SURVEY CONTROL
 BS1710
 BS1710  NAD 83(1986)-  31 47 36.47040(N)    082 08 30.98992(W) AD(       ) 2
 BS1710  NGVD 29 (06/19/89)   55.58   (m)          182.3    (f) LEVELING    3  
 BS1710
 BS1710.Superseded values are not recommended for survey control.
 BS1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1710.See file dsdata.txt to determine how the superseded data were derived.
 BS1710
 BS1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9189318111(NAD 83)
 BS1710_MARKER: DB = BENCH MARK DISK
 BS1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1710+STABILITY: SURFACE MOTION
 BS1710
 BS1710  HISTORY     - Date     Condition        Report By
 BS1710  HISTORY     - 1985     MONUMENTED       USGS
 BS1710
 BS1710                          STATION DESCRIPTION
 BS1710
 BS1710'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1710'THE STATION IS LOCATED ABOUT 5.0 KM (8.0 MI)
 BS1710'SOUTH OF THE ALTAMAHA RIVER BRIDGE,
 BS1710'9.6 KM (6.0 MI) NORTH-NORTHEAST OF SURRENCY AND,
 BS1710'20.0 KM (12.4 MI) EAST OF BAXLEY.
 BS1710'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY
 BS1710'
 BS1710'TO REACH THE STATION FROM THE FLASHING LIGHT AT THE JUNCTION OF
 BS1710'U.S. HIGHWAY 341 AND STATE ROUTE 121 IN SURRENCY, GO NORTH ON THE
 BS1710'STATE ROUTE FOR 3.1 KM (1.9 MI) TO COUNTY SAND ROAD 305 0N THE
 BS1710'RIGHT, CONTINUE AHEAD FOR 3.4 KM (2.1 MI) TO THE
 BS1710'CROSSING OF COUNTY SAND ROAD 308, CONTINUE AHEAD FOR 2.7 KM
 BS1710'(1.7 MI) TO THE CROSSING OF COUNTY SAND ROAD 321, CONTINUE AHEAD
 BS1710'FOR 0.3 KM (0.19 MI) TO THE SECOND DRIVEWAY ON THE LEFT AND THE
 BS1710'STATION ON THE LEFT.
 BS1710'
 BS1710'THE STATION IS A STANDARD USGS DISK
 BS1710'STAMPED---30E 1970 203 Z---,
 BS1710'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1710'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1710'14.1 METERS (46.2 FT) NORTHWEST FROM THE CENTERLINE OF THE STATE
 BS1710'ROUTE,
 BS1710'9.7 METERS (32.0 FT) NORTH FROM THE SOUTH END OF A 50 CM PIPE UNDER
 BS1710'THE DRIVEWAY,
 BS1710'5.0 METERS (16.6 FT) NORTHWEST FROM THE NORTH END OF THE PIPE AND,
 BS1710'0.5 METERS (1.8 FT) SOUTHEAST FROM A FENCE CORNER WITNESS POST SIGN.
 BS1710'
 BS1710'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2259 ***********************************************************************
 BT2259  DESIGNATION -  204 DSC
 BT2259  PID         -  BT2259
 BT2259  STATE/COUNTY-  GA/DOUGHERTY
 BT2259  USGS QUAD   -  ALBANY EAST (1988)
 BT2259
 BT2259                         *CURRENT SURVEY CONTROL
 BT2259  ___________________________________________________________________
 BT2259* NAD 83(1994)-  31 33 53.78123(N)    084 04 56.70867(W)     ADJUSTED  
 BT2259* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 BT2259  ___________________________________________________________________
 BT2259  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BT2259  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT2259
 BT2259  HORZ ORDER  -  SECOND
 BT2259
 BT2259.The horizontal coordinates were established by classical geodetic methods
 BT2259.and adjusted by the National Geodetic Survey in September 1997..
 BT2259.No horizontal observational check was made to the station.
 BT2259
 BT2259.The orthometric height was scaled from a topographic map.
 BT2259
 BT2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2259
 BT2259.The geoid height was determined by GEOID03.
 BT2259
 BT2259;                    North         East     Units Scale Factor Converg.
 BT2259;SPC GA W     -   173,483.916   707,997.381   MT  0.99990079   +0 02 38.8
 BT2259;SPC GA W     -   569,171.81  2,322,821.41   sFT  0.99990079   +0 02 38.8
 BT2259;UTM  16      - 3,495,906.963   776,928.906   MT  1.00054598   +1 31 41.6
 BT2259;UTM  17      - 3,496,336.378   207,418.414   MT  1.00065596   -1 36 52.9
 BT2259
 BT2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2259!SPC GA W     -   0.99999466  x   0.99990079  =   0.99989545
 BT2259!UTM  16      -   0.99999466  x   1.00054598  =   1.00054064
 BT2259!UTM  17      -   0.99999466  x   1.00065596  =   1.00065062
 BT2259
 BT2259                          SUPERSEDED SURVEY CONTROL
 BT2259
 BT2259  NAD 83(1986)-  31 33 53.78731(N)    084 04 56.71561(W) AD(       ) 2
 BT2259
 BT2259.Superseded values are not recommended for survey control.
 BT2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2259.See file dsdata.txt to determine how the superseded data were derived.
 BT2259
 BT2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7692995907(NAD 83)
 BT2259_MARKER: A = ALUMINUM MARKER
 BT2259_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2259_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2259_STAMPING: 204 DSC 1988
 BT2259_MARK LOGO: GA-095
 BT2259_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2259+STABILITY: POSITION/ELEVATION WELL
 BT2259
 BT2259  HISTORY     - Date     Condition        Report By
 BT2259  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2259
 BT2259                          STATION DESCRIPTION
 BT2259
 BT2259'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2259'MARK IS AZIMUTH MARK FOR GPS STATION---G 205 DSC 1988---LOCATED IN
 BT2259'NORTHEAST ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2259'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 205 DSC 1988---GO
 BT2259'NORTHWEST ALONG JOHNSON ROAD FOR 0.40 MI (0.64 KM) TO THE
 BT2259'INTERSECTION OF GEORGETOWN DRIVE. THE AZIMUTH MARK IS IN THE NORTH
 BT2259'CORNER OF THE T INTERSECTION.
 BT2259'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2259'CONTROL SURVEY, STAMPED 204 DSC 1988, ON TOP OF AN ALUMINUM ALLOY
 BT2259'ROD DRIVEN TO A REFUSAL DEPTH OF 32.0 FT (9.75 M) . THE MARK IS
 BT2259'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2259'TOP OF THE COVER IS 0.60 FT (0.18 M) BELOW THE SURFACE OF THE GROUND,
 BT2259'AND IS ABOUT 0.80 FT (0.24 M) BELOW THE CENTERLINE OF JOHNSON ROAD.
 BT2259'THE MARK IS ABOUT 0.40 FT (0.12 M) BELOW THE TOP OF THE COVER.
 BT2259'THE MARK IS LOCATED 25.2 FT (7.68 M) SOUTHWEST OF THE CENTERLINE OF
 BT2259'JOHNSON ROAD, 39.7 FT (12.10 M) NORTHWEST OF THE CENTERLINE OF
 BT2259'GEORGETOWN DRIVE, 13.0 FT (3.96 M) NORTH OF A FIRE HYDRANT, AND
 BT2259'2247.8 FT (685.13 M) NORTHWEST OF THE GPS STATION---G 205 DSC 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2260 ***********************************************************************
 BT2260  DESIGNATION -  206 DSC
 BT2260  PID         -  BT2260
 BT2260  STATE/COUNTY-  GA/DOUGHERTY
 BT2260  USGS QUAD   -  PUTNEY (1988)
 BT2260
 BT2260                         *CURRENT SURVEY CONTROL
 BT2260  ___________________________________________________________________
 BT2260* NAD 83(1994)-  31 27 08.79900(N)    084 07 04.49647(W)     ADJUSTED  
 BT2260* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BT2260  ___________________________________________________________________
 BT2260  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BT2260  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT2260
 BT2260  HORZ ORDER  -  SECOND
 BT2260
 BT2260.The horizontal coordinates were established by classical geodetic methods
 BT2260.and adjusted by the National Geodetic Survey in September 1997..
 BT2260.No horizontal observational check was made to the station.
 BT2260
 BT2260.The orthometric height was scaled from a topographic map.
 BT2260
 BT2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2260
 BT2260.The geoid height was determined by GEOID03.
 BT2260
 BT2260;                    North         East     Units Scale Factor Converg.
 BT2260;SPC GA W     -   161,009.858   704,633.336   MT  0.99990026   +0 01 31.6
 BT2260;SPC GA W     -   528,246.51  2,311,784.54   sFT  0.99990026   +0 01 31.6
 BT2260;UTM  16      - 3,483,342.112   773,886.612   MT  1.00052533   +1 30 17.2
 BT2260
 BT2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2260!SPC GA W     -   0.99999553  x   0.99990026  =   0.99989579
 BT2260!UTM  16      -   0.99999553  x   1.00052533  =   1.00052086
 BT2260
 BT2260                          SUPERSEDED SURVEY CONTROL
 BT2260
 BT2260  NAD 83(1986)-  31 27 08.80543(N)    084 07 04.50162(W) AD(       ) 2
 BT2260
 BT2260.Superseded values are not recommended for survey control.
 BT2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2260.See file dsdata.txt to determine how the superseded data were derived.
 BT2260
 BT2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7388783342(NAD 83)
 BT2260_MARKER: A = ALUMINUM MARKER
 BT2260_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2260_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2260_STAMPING: 206 DSC 1988
 BT2260_MARK LOGO: GA-095
 BT2260_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2260+STABILITY: POSITION/ELEVATION WELL
 BT2260
 BT2260  HISTORY     - Date     Condition        Report By
 BT2260  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2260
 BT2260                          STATION DESCRIPTION
 BT2260
 BT2260'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2260'MARK IS AZIMUTH MARK FOR GPS STATION---G 207 DSC 1988---IN NORTHEAST
 BT2260'ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2260'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 207 DSC 1988---GO NORTH
 BT2260'ON LIBERTY EXPRESSWAY SE FOR 0.67 MI (1.08 KM) TO STAGECOACH ROAD AND
 BT2260'THE AZIMUTH MARK ON THE EAST SIDE OF THE T INTERSECTION.
 BT2260'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2260'CONTROL SURVEY, STAMPED 206 DSC 1988, ON TOP OF AN ALUMINUM ALLOY
 BT2260'ROD DRIVEN TO A REFUSAL DEPTH OF 36.0 FT (10.97 M) . THE MARK IS
 BT2260'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2260'TOP OF THE COVER IS 0.60 FT (0.18 M) BELOW THE SURFACE OF THE GROUND,
 BT2260'AND IS ABOUT 1.31 FT (0.40 M) BELOW THE CENTERLINE OF THE NORTHBOUND
 BT2260'LANES OF LIBERTY EXPRESSWAY SE. THE MARK IS ABOUT 0.90 FT (0.27 M)
 BT2260'BELOW THE TOP OF THE COVER.
 BT2260'THE MARK IS LOCATED 37.4 FT (11.40 M) SOUTH OF THE CENTERLINE OF
 BT2260'STAGECOACH ROAD, 26.1 FT (7.96 M) EAST OF THE CENTERLINE OF THE
 BT2260'NORTHBOUND LANES OF LIBERTY EXPRESSWAY SE, SOUTHWEST OF A POWER POLE,
 BT2260'48.3 FT (14.72 M) NORTHWEST OF THE CENTER OF THE SOUTH END OF A 24
 BT2260'RCP CROSS-DRAIN UNDER STAGECOACH ROAD, AND 3555.7 FT (1083.78 M)
 BT2260'NORTH OF GPS STATION---G 207 DSC 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0810 ***********************************************************************
 BC0810  DESIGNATION -  20.7
 BC0810  PID         -  BC0810
 BC0810  STATE/COUNTY-  GA/CAMDEN
 BC0810  USGS QUAD   -  WOODBINE (1993)
 BC0810
 BC0810                         *CURRENT SURVEY CONTROL
 BC0810  ___________________________________________________________________
 BC0810* NAD 83(1986)-  30 57 43.     (N)    081 39 02.     (W)     SCALED    
 BC0810* NAVD 88     -         5.945  (meters)      19.50   (feet)  ADJUSTED  
 BC0810  ___________________________________________________________________
 BC0810  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0810  DYNAMIC HT  -           5.938 (meters)      19.48  (feet)  COMP
 BC0810  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BC0810
 BC0810  VERT ORDER  -  SECOND    CLASS 0
 BC0810
 BC0810.The horizontal coordinates were scaled from a topographic map and have
 BC0810.an estimated accuracy of +/- 6 seconds.
 BC0810
 BC0810.The orthometric height was determined by differential leveling
 BC0810.and adjusted by the National Geodetic Survey in June 1991..
 BC0810
 BC0810.The geoid height was determined by GEOID03.
 BC0810
 BC0810.The dynamic height is computed by dividing the NAVD 88
 BC0810.geopotential number by the normal gravity value computed on the
 BC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0810.degrees latitude (g = 980.6199 gals.).
 BC0810
 BC0810.The modeled gravity was interpolated from observed gravity values.
 BC0810
 BC0810;                    North         East    Units  Estimated Accuracy
 BC0810;SPC GA E     -   106,750.      249,310.      MT  (+/- 180 meters Scaled)
 BC0810
 BC0810                          SUPERSEDED SURVEY CONTROL
 BC0810
 BC0810  NGVD 29 (??/??/92)    6.295  (m)           20.65   (f) ADJ UNCH    2 0
 BC0810
 BC0810.Superseded values are not recommended for survey control.
 BC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0810.See file dsdata.txt to determine how the superseded data were derived.
 BC0810
 BC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ378255(NAD 83)
 BC0810_MARKER: N = NAIL
 BC0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0810_SP_SET: OAK TREE
 BC0810_STAMPING: PAINTED UE 20.7
 BC0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0810
 BC0810  HISTORY     - Date     Condition        Report By
 BC0810  HISTORY     - UNK      MONUMENTED       USGS
 BC0810  HISTORY     - 1961     GOOD             NGS
 BC0810
 BC0810                          STATION DESCRIPTION
 BC0810
 BC0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BC0810'5 MI E FROM WOODBINE.
 BC0810'.35 MILES SOUTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC0810'WOODBINE TO ITS JUNCTION WITH THE BLACKTOPPED ROAD AT A CONCRETE
 BC0810'BLOCK CHURCH ON THE NORTH SIDE AND THE WOODBINE WATER TANK ON
 BC0810'THE SOUTH SIDE, THENCE 0.15 MILE EAST ON BLACKTOPPED ROAD TO ITS
 BC0810'END, CROSS A SMALL CONCRETE BRIDGE AND CONTINUE EAST ON GRADED
 BC0810'ROAD FOR 5.05 MILES TO A SHARP BEND IN THE ROAD.  30 FEET NORTH
 BC0810'OF THE ROAD LEADING TO AN ARTESIAN WELL.  COPPER NAIL DRIVEN INTO
 BC0810'THE ROOT OF A 20 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1016 ***********************************************************************
 CK1016  DESIGNATION -  207
 CK1016  PID         -  CK1016
 CK1016  STATE/COUNTY-  GA/JENKINS
 CK1016  USGS QUAD   -  FOUR POINTS (1978)
 CK1016
 CK1016                         *CURRENT SURVEY CONTROL
 CK1016  ___________________________________________________________________
 CK1016* NAD 83(1986)-  32 44 38.     (N)    081 52 42.     (W)     SCALED    
 CK1016* NAVD 88     -        62.794  (meters)     206.02   (feet)  ADJUSTED  
 CK1016  ___________________________________________________________________
 CK1016  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CK1016  DYNAMIC HT  -          62.724 (meters)     205.79  (feet)  COMP
 CK1016  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CK1016
 CK1016  VERT ORDER  -  FIRST     CLASS II
 CK1016
 CK1016.The horizontal coordinates were scaled from a topographic map and have
 CK1016.an estimated accuracy of +/- 6 seconds.
 CK1016
 CK1016.The orthometric height was determined by differential leveling
 CK1016.and adjusted by the National Geodetic Survey in June 1991..
 CK1016
 CK1016.The geoid height was determined by GEOID03.
 CK1016
 CK1016.The dynamic height is computed by dividing the NAVD 88
 CK1016.geopotential number by the normal gravity value computed on the
 CK1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1016.degrees latitude (g = 980.6199 gals.).
 CK1016
 CK1016.The modeled gravity was interpolated from observed gravity values.
 CK1016
 CK1016;                    North         East    Units  Estimated Accuracy
 CK1016;SPC GA E     -   304,240.      227,020.      MT  (+/- 180 meters Scaled)
 CK1016
 CK1016                          SUPERSEDED SURVEY CONTROL
 CK1016
 CK1016  NGVD 29 (??/??/92)   63.032  (m)          206.80   (f) ADJ UNCH    1 2
 CK1016
 CK1016.Superseded values are not recommended for survey control.
 CK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1016.See file dsdata.txt to determine how the superseded data were derived.
 CK1016
 CK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS177232(NAD 83)
 CK1016_MARKER: P = PIPE CAP
 CK1016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1016_STAMPING: 206.709 207 1918
 CK1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1016
 CK1016  HISTORY     - Date     Condition        Report By
 CK1016  HISTORY     - 1918     MONUMENTED       USGS
 CK1016  HISTORY     - 1960     GOOD             NGS
 CK1016  HISTORY     - 20050929 POOR             METRIC
 CK1016
 CK1016                          STATION DESCRIPTION
 CK1016
 CK1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1016'2.4 MI NNW FROM SCARBORO.
 CK1016'ABOUT 2.35 MILES NORTH-NORTHWEST ALONG THE CENTRAL OF GEORGIA
 CK1016'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 17 AT SCARBORO,
 CK1016'2 FEET NORTHEAST OF MILEPOST S 73, 25 FEET NORTHEAST OF THE
 CK1016'NORTHEAST RAIL, 54 1/2 FEET SOUTHEAST OF A WHISTLE POST, 27 1/2
 CK1016'FEET SOUTHWEST OF THE CENTER LINE OF ROAD PARALLEL WITH THE
 CK1016'TRACK, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A
 CK1016'3 1/2-INCH IRON PIPE PROJECTING 1.4 FEET.
 CK1016
 CK1016                          STATION RECOVERY (2005)
 CK1016
 CK1016'RECOVERY NOTE BY METRIC SURVEYS 2005 (HLB)
 CK1016'THE MARK HAS BEEN STRUCK AND THE IRON PIPE BENT OVER TO THE HORIZONTAL
 CK1016'WITH THE DISK STILL ATTACHED.  MARK IS EFFECTIVELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0109 ***********************************************************************
 BT0109  DESIGNATION -  207.295
 BT0109  PID         -  BT0109
 BT0109  STATE/COUNTY-  GA/DOUGHERTY
 BT0109  USGS QUAD   -  ALBANY EAST (1988)
 BT0109
 BT0109                         *CURRENT SURVEY CONTROL
 BT0109  ___________________________________________________________________
 BT0109* NAD 83(1986)-  31 34 47.     (N)    084 06 18.     (W)     SCALED    
 BT0109* NAVD 88     -        63.008  (meters)     206.72   (feet)  ADJUSTED  
 BT0109  ___________________________________________________________________
 BT0109  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT0109  DYNAMIC HT  -          62.932 (meters)     206.47  (feet)  COMP
 BT0109  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BT0109
 BT0109  VERT ORDER  -  FIRST     CLASS II
 BT0109
 BT0109.The horizontal coordinates were scaled from a topographic map and have
 BT0109.an estimated accuracy of +/- 6 seconds.
 BT0109
 BT0109.The orthometric height was determined by differential leveling
 BT0109.and adjusted by the National Geodetic Survey in June 1991..
 BT0109
 BT0109.The geoid height was determined by GEOID03.
 BT0109
 BT0109.The dynamic height is computed by dividing the NAVD 88
 BT0109.geopotential number by the normal gravity value computed on the
 BT0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0109.degrees latitude (g = 980.6199 gals.).
 BT0109
 BT0109.The modeled gravity was interpolated from observed gravity values.
 BT0109
 BT0109;                    North         East    Units  Estimated Accuracy
 BT0109;SPC GA W     -   175,120.      705,850.      MT  (+/- 180 meters Scaled)
 BT0109
 BT0109                          SUPERSEDED SURVEY CONTROL
 BT0109
 BT0109  NGVD 29 (??/??/92)   63.164  (m)          207.23   (f) ADJ UNCH    1 2
 BT0109
 BT0109.Superseded values are not recommended for survey control.
 BT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0109.See file dsdata.txt to determine how the superseded data were derived.
 BT0109
 BT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV747974(NAD 83)
 BT0109_MARKER: DD = SURVEY DISK
 BT0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0109_STAMPING: PC EL. 207.295
 BT0109_MARK LOGO: USE   
 BT0109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0109+STABILITY: SURFACE MOTION
 BT0109
 BT0109  HISTORY     - Date     Condition        Report By
 BT0109  HISTORY     - UNK      MONUMENTED       USE
 BT0109  HISTORY     - 1957     GOOD             NGS
 BT0109  HISTORY     - 1988     GOOD             USPSQD
 BT0109  HISTORY     - 1990     GOOD             USPSQD
 BT0109  HISTORY     - 19951214 GOOD             NGS
 BT0109
 BT0109                          STATION DESCRIPTION
 BT0109
 BT0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0109'3.1 MI E FROM ALBANY.
 BT0109'ABOUT 2.8 MILE EAST ALONG BROAD AVENUE AND SYLVESTER ROAD FROM THE
 BT0109'POST OFFICE AT ALBANY, THENCE 0.3 MILE NORTH ALONG TURNER FIELD ROAD,
 BT0109'IN THE SOUTHWEST CORNER OF A BLACKTOP ROAD CROSSING, AT THE
 BT0109'SOUTHWEST CORNER OF TURNER AIR FORCE BASE, 30 FEET SOUTH OF THE
 BT0109'CENTER LINE OF THE ROAD WEST, 59 FEET WEST OF THE CENTER LINE OF
 BT0109'THE TURNER FIELD ROAD, 9 1/2 FEET WEST OF A 36-INCH CEDAR TREE,
 BT0109'21 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHIMNEY OF A
 BT0109'SMALL STORE, 12 FEET NORTHWEST OF A POWER POLE, A USE DISK SET IN
 BT0109'THE TOP OF A CONCRETE POST 8 INCHES UNDERGROUND AND IS UNDER AN
 BT0109'IRON CAP MARKED WATER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 BT0109'CROSSING.
 BT0109
 BT0109                          STATION RECOVERY (1988)
 BT0109
 BT0109'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0109'RECOVERED IN GOOD CONDITION.
 BT0109
 BT0109                          STATION RECOVERY (1990)
 BT0109
 BT0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0109'RECOVERED IN GOOD CONDITION.
 BT0109
 BT0109                          STATION RECOVERY (1995)
 BT0109
 BT0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0109'MARK IS ABOUT 3.5 MILES (5.6 KM) EAST OF DOWNTOWN ALBANY, IN SW
 BT0109'QUADRANT OF JUNCTION OF CLARK AND TURNER FIELD ROADS, ACROSS FROM.
 BT0109'MILLER BREWING COMPANY PLANT ENTRANCE, 1.0 MILE (1.6 KM) WEST ALONG
 BT0109'CLARK RD FROM THE JUNCTION OF STATE ROUTES 62 AND 300, 0.4 MILE (0.6
 BT0109'KM) EAST OF US 19 OVERPASS, ON THE NORTH SIDE OF O-TOO LOUNGE. A BRASS
 BT0109'DISK OF U.S.  ENG.  DEPT HARBOR SURVEYS, 59 FT (18.0 M) WEST OF TURNER
 BT0109'FIELD RD, 36 FT (11.0 M) NE OF NW CORNER OF BLDG, 29.5 FT (9.0 M)
 BT0109'SOUTH OF CENTERLINE OF CLARK AVENUE, 17.5 FT (5.3 M) NORTH OF NE BLDG
 BT0109'CORNER AND IN LINE WITH EAST FACE OF BLDG EXTENDED, 10 FT (3.0 M) WEST
 BT0109'OF A 20-INCH RED CEDAR, 0.8 FT (24.4 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2261 ***********************************************************************
 BT2261  DESIGNATION -  208 DSC
 BT2261  PID         -  BT2261
 BT2261  STATE/COUNTY-  GA/DOUGHERTY
 BT2261  USGS QUAD   -  ALBANY WEST (1988)
 BT2261
 BT2261                         *CURRENT SURVEY CONTROL
 BT2261  ___________________________________________________________________
 BT2261* NAD 83(1994)-  31 34 31.83296(N)    084 08 42.07774(W)     ADJUSTED  
 BT2261* NAVD 88     -        59.242  (meters)     194.36   (feet)  ADJUSTED  
 BT2261  ___________________________________________________________________
 BT2261  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BT2261  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT2261  DYNAMIC HT  -          59.171 (meters)     194.13  (feet)  COMP
 BT2261  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BT2261
 BT2261  HORZ ORDER  -  SECOND
 BT2261  VERT ORDER  -  SECOND    CLASS II
 BT2261
 BT2261.The horizontal coordinates were established by classical geodetic methods
 BT2261.and adjusted by the National Geodetic Survey in September 1997..
 BT2261.No horizontal observational check was made to the station.
 BT2261
 BT2261.The orthometric height was determined by differential leveling
 BT2261.and adjusted by the National Geodetic Survey in November 1996..
 BT2261
 BT2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2261
 BT2261.The geoid height was determined by GEOID03.
 BT2261
 BT2261.The dynamic height is computed by dividing the NAVD 88
 BT2261.geopotential number by the normal gravity value computed on the
 BT2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2261.degrees latitude (g = 980.6199 gals.).
 BT2261
 BT2261.The modeled gravity was interpolated from observed gravity values.
 BT2261
 BT2261;                    North         East     Units Scale Factor Converg.
 BT2261;SPC GA W     -   174,652.910   702,054.472   MT  0.99990005   +0 00 40.8
 BT2261;SPC GA W     -   573,007.09  2,303,323.71   sFT  0.99990005   +0 00 40.8
 BT2261;UTM  16      - 3,496,922.259   770,953.976   MT  1.00050559   +1 29 45.0
 BT2261
 BT2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2261!SPC GA W     -   0.99999494  x   0.99990005  =   0.99989499
 BT2261!UTM  16      -   0.99999494  x   1.00050559  =   1.00050053
 BT2261
 BT2261                          SUPERSEDED SURVEY CONTROL
 BT2261
 BT2261  NAD 83(1986)-  31 34 31.83893(N)    084 08 42.08389(W) AD(       ) 2
 BT2261
 BT2261.Superseded values are not recommended for survey control.
 BT2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2261.See file dsdata.txt to determine how the superseded data were derived.
 BT2261
 BT2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7095496922(NAD 83)
 BT2261_MARKER: A = ALUMINUM MARKER
 BT2261_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2261_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2261_STAMPING: 208 DSC 1988
 BT2261_MARK LOGO: ALBDOU
 BT2261_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2261
 BT2261  HISTORY     - Date     Condition        Report By
 BT2261  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2261  HISTORY     - 19900301 GOOD             HOBBS
 BT2261  HISTORY     - 20031015 GOOD             GADT
 BT2261
 BT2261                          STATION DESCRIPTION
 BT2261
 BT2261'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2261'MARK LOCATED JUST EAST OF FLINT RIVER IN EAST ALBANY, DOUGHERTY COUNTY
 BT2261', GEORGIA. MARK IS AZIMUTH MARK FOR GPS STATION---G 209 DSC 1988.
 BT2261'MARK IS EAST OF FLINT RIVER ON OGLETHORPE BLVD, IN GRASSED MEDIAN
 BT2261'IMMEDIATELY EAST OF CONCRETE MEDIAN STRIP AT COLLEGE STREET
 BT2261'T-INTERSECTION, 5.4 FT (1.65 M) WEST OF END (WESTERNMOST) PALM TREE
 BT2261'IN MEDIAN, 5.0 FT (1.52 M) EAST OF END OF CONCRETE STRIP, 17 FT
 BT2261'(5.18 M)  NORTH OF CENTERLINE EASTBOUND LANES, OGLETHORPE, 17.5 FT
 BT2261'(5.33 M)  SOUTH OF CENTERLINE OF WESTBOUND LANES, OGLETHORPE.
 BT2261'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED
 BT2261'IN CAST IRON CASING WITH LID, ACTUAL MARK DISK BEING 1.5 FT (0.46 M)
 BT2261'BELOW GROUND SURFACE.
 BT2261
 BT2261                          STATION RECOVERY (1990)
 BT2261
 BT2261'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2261'MARK IS ABOUT 1 MILE (1.6 KM) EAST DOWNTOWN ALBANY, AZIMUTH MARK FOR G
 BT2261'209 DSC 1988, JUST EAST OF FLINT RIVER ON OGLETHORPE BLVD, IN GRASS
 BT2261'MEDIAN IMMEDIATELY EAST OF CONCRETE MEDIAN AT COLLEGE STREET
 BT2261'T-INTERSECTION, 5.4 FT (1.6 M) WEST OF WESTMOST PALM TREE IN MEDIAN,
 BT2261'5.0 FT (1.5 M) EAST OF END OF CONCRETE STRIP, 17 FT (5.2 M) NORTH OF
 BT2261'OGLETHORPE BLVD EASTBOUND LANES, 17.5 FT (5.3 M) SOUTH OF WESTBOUND
 BT2261'LANES, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO REFUSAL INSIDE CAST IRON
 BT2261'BOX, 1.5 FT (0.5 M) BELOW GROUND.
 BT2261
 BT2261                          STATION RECOVERY (2003)
 BT2261
 BT2261'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BT2261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0113 ***********************************************************************
 BT0113  DESIGNATION -  209.23
 BT0113  PID         -  BT0113
 BT0113  STATE/COUNTY-  GA/DOUGHERTY
 BT0113  USGS QUAD   -  ALBANY EAST (1988)
 BT0113
 BT0113                         *CURRENT SURVEY CONTROL
 BT0113  ___________________________________________________________________
 BT0113* NAD 83(1986)-  31 35 53.     (N)    084 06 16.     (W)     SCALED    
 BT0113* NAVD 88     -        63.577  (meters)     208.59   (feet)  ADJUSTED  
 BT0113  ___________________________________________________________________
 BT0113  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0113  DYNAMIC HT  -          63.501 (meters)     208.34  (feet)  COMP
 BT0113  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BT0113
 BT0113  VERT ORDER  -  FIRST     CLASS II
 BT0113
 BT0113.The horizontal coordinates were scaled from a topographic map and have
 BT0113.an estimated accuracy of +/- 6 seconds.
 BT0113
 BT0113.The orthometric height was determined by differential leveling
 BT0113.and adjusted by the National Geodetic Survey in June 1991..
 BT0113
 BT0113.The geoid height was determined by GEOID03.
 BT0113
 BT0113.The dynamic height is computed by dividing the NAVD 88
 BT0113.geopotential number by the normal gravity value computed on the
 BT0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0113.degrees latitude (g = 980.6199 gals.).
 BT0113
 BT0113.The modeled gravity was interpolated from observed gravity values.
 BT0113
 BT0113;                    North         East    Units  Estimated Accuracy
 BT0113;SPC GA W     -   177,150.      705,900.      MT  (+/- 180 meters Scaled)
 BT0113
 BT0113                          SUPERSEDED SURVEY CONTROL
 BT0113
 BT0113  NGVD 29 (??/??/92)   63.734  (m)          209.10   (f) ADJ UNCH    1 2
 BT0113
 BT0113.Superseded values are not recommended for survey control.
 BT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0113.See file dsdata.txt to determine how the superseded data were derived.
 BT0113
 BT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV747995(NAD 83)
 BT0113_MARKER: DD = SURVEY DISK
 BT0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0113_STAMPING: 209.23
 BT0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0113+STABILITY: SURFACE MOTION
 BT0113
 BT0113  HISTORY     - Date     Condition        Report By
 BT0113  HISTORY     - UNK      MONUMENTED       DOD
 BT0113  HISTORY     - 1957     GOOD             NGS
 BT0113  HISTORY     - 1974     MARK NOT FOUND   NGS
 BT0113  HISTORY     - 1990     GOOD             USPSQD
 BT0113
 BT0113                          STATION DESCRIPTION
 BT0113
 BT0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0113'4.3 MI NE FROM ALBANY.
 BT0113'ABOUT 2.8 MILE EAST ALONG EAST BROAD AVENUE AND SYLVESTER ROAD
 BT0113'FROM THE POST OFFICE AT ALBANY, THENCE 1.5 MILE NORTH ALONG
 BT0113'TURNER FIELD ROAD, AT TURNER AIR FORCE BASE AND ABOUT 110 YARDS
 BT0113'NORTH OF THE MAIN GATE, 37 1/2 FEET WEST OF THE CENTER LINE OF
 BT0113'TURNER FIELD ROAD, 4 1/2 FEET WEST OF A POWER POLE WITH A
 BT0113'TRANSFORMER, 1 1/2 FEET SOUTHEAST OF THE FENCE CORNER, 1 FOOT
 BT0113'EAST OF THE NORTH-SOUTH FENCE LINE, ABOUT LEVEL WITH THE ROAD,
 BT0113'A USE DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 BT0113
 BT0113                          STATION RECOVERY (1974)
 BT0113
 BT0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0113'MARK NOT FOUND.
 BT0113
 BT0113                          STATION RECOVERY (1990)
 BT0113
 BT0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0794 ***********************************************************************
 DF0794  DESIGNATION -  21 A 4
 DF0794  PID         -  DF0794
 DF0794  STATE/COUNTY-  GA/WALTON
 DF0794  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF0794
 DF0794                         *CURRENT SURVEY CONTROL
 DF0794  ___________________________________________________________________
 DF0794* NAD 83(1986)-  33 42 03.     (N)    083 42 08.     (W)     SCALED    
 DF0794* NAVD 88     -       269.063  (meters)     882.75   (feet)  ADJUSTED  
 DF0794  ___________________________________________________________________
 DF0794  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DF0794  DYNAMIC HT  -         268.774 (meters)     881.80  (feet)  COMP
 DF0794  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 DF0794
 DF0794  VERT ORDER  -  SECOND    CLASS 0
 DF0794
 DF0794.The horizontal coordinates were scaled from a topographic map and have
 DF0794.an estimated accuracy of +/- 6 seconds.
 DF0794
 DF0794.The orthometric height was determined by differential leveling
 DF0794.and adjusted by the National Geodetic Survey in June 1991..
 DF0794
 DF0794.The geoid height was determined by GEOID03.
 DF0794
 DF0794.The dynamic height is computed by dividing the NAVD 88
 DF0794.geopotential number by the normal gravity value computed on the
 DF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0794.degrees latitude (g = 980.6199 gals.).
 DF0794
 DF0794.The modeled gravity was interpolated from observed gravity values.
 DF0794
 DF0794;                    North         East    Units  Estimated Accuracy
 DF0794;SPC GA W     -   410,420.      743,050.      MT  (+/- 180 meters Scaled)
 DF0794
 DF0794                          SUPERSEDED SURVEY CONTROL
 DF0794
 DF0794  NGVD 29 (??/??/92)  269.081  (m)          882.81   (f) ADJ UNCH    2 0
 DF0794
 DF0794.Superseded values are not recommended for survey control.
 DF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0794.See file dsdata.txt to determine how the superseded data were derived.
 DF0794
 DF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT495322(NAD 83)
 DF0794_MARKER: DD = SURVEY DISK
 DF0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0794_STAMPING: 21 A 4 882.810
 DF0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0794+STABILITY: SURFACE MOTION
 DF0794
 DF0794  HISTORY     - Date     Condition        Report By
 DF0794  HISTORY     - UNK      MONUMENTED       GAGS
 DF0794  HISTORY     - 1953     GOOD             NGS
 DF0794
 DF0794                          STATION DESCRIPTION
 DF0794
 DF0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0794'3.6 MI N FROM SOCIAL CIRCLE.
 DF0794'LOCATED 3.6 MILES NORTH ALONG THE GEORGIA RAILROAD FROM THE
 DF0794'STATION IN SOCIAL CIRCLE, 204 FEET EAST OF THE CENTERLINE OF
 DF0794'THE TRACKS, 111 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 11,
 DF0794'105 FEET WEST OF A ROW OF TRANSMISSION POLES, 67.5 FEET SOUTHEAST
 DF0794'OF R.E.A. POWER POLE NO. 5L33R90 AND 95 FEET NORTHEAST OF THE
 DF0794'SOUTHWEST END OF A TERRACE AND ON THE TOP OF THE TERRACE.  IT IS
 DF0794'NEAR THE WEST SIDE OF A CULTIVATED FIELD.  IT IS A STANDARD
 DF0794'STATE GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 DF0794'WHICH IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7112 ***********************************************************************
 AB7112  DESIGNATION -  21 DRM
 AB7112  PID         -  AB7112
 AB7112  STATE/COUNTY-  GA/DOUGHERTY
 AB7112  USGS QUAD   -  ALBANY EAST (1988)
 AB7112
 AB7112                         *CURRENT SURVEY CONTROL
 AB7112  ___________________________________________________________________
 AB7112* NAD 83(1986)-  31 30 30.     (N)    084 00 49.     (W)     SCALED    
 AB7112* NAVD 88     -        79.175  (meters)     259.76   (feet)  ADJUSTED  
 AB7112  ___________________________________________________________________
 AB7112  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AB7112  DYNAMIC HT  -          79.079 (meters)     259.44  (feet)  COMP
 AB7112  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 AB7112
 AB7112  VERT ORDER  -  SECOND    CLASS II
 AB7112
 AB7112.The horizontal coordinates were scaled from a topographic map and have
 AB7112.an estimated accuracy of +/- 6 seconds.
 AB7112
 AB7112.The orthometric height was determined by differential leveling
 AB7112.and adjusted by the National Geodetic Survey in November 1996..
 AB7112
 AB7112.The geoid height was determined by GEOID03.
 AB7112
 AB7112.The dynamic height is computed by dividing the NAVD 88
 AB7112.geopotential number by the normal gravity value computed on the
 AB7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7112.degrees latitude (g = 980.6199 gals.).
 AB7112
 AB7112.The modeled gravity was interpolated from observed gravity values.
 AB7112
 AB7112;                    North         East    Units  Estimated Accuracy
 AB7112;SPC GA W     -   167,220.      714,540.      MT  (+/- 180 meters Scaled)
 AB7112
 AB7112                          SUPERSEDED SURVEY CONTROL
 AB7112
 AB7112.No superseded survey control is available for this station.
 AB7112
 AB7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV836898(NAD 83)
 AB7112_MARKER: A = ALUMINUM MARKER
 AB7112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7112_STAMPING: 21 DRM 1988
 AB7112_MARK LOGO: ALBDOU
 AB7112_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7112
 AB7112  HISTORY     - Date     Condition        Report By
 AB7112  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7112  HISTORY     - 19900301 GOOD             HOBBS
 AB7112
 AB7112                          STATION DESCRIPTION
 AB7112
 AB7112'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7112'MARK IS 9 MILES (14.5 KM) SE OF ALBANY.  TO REACH FROM US 82 AT THE
 AB7112'WORTH-DOUGHERTY COUNTY LINE, GO SOUTH ON COUNTY LINE RD FOR 3.25 MILES
 AB7112'(5.23 KM) AND TURN RIGHT, WEST, ON SPRING FLATS RD FOR 0.95 MILE (1.53
 AB7112'KM) TO THE MARK ON THE RIGHT AT AN OLD HOUSE AND LOCAL TOP OF HILL.
 AB7112'TO REACH FROM SR 133 (MOULTRIE HWY) AND MOCK RD, GO SE ON SR 133 FOR
 AB7112'3.7 MILES (6.0 KM) AND BEAR OFF LEFT, EAST, ON SPRING FLATS RD FOR
 AB7112'2.15 MI (3.46 KM) TO THE MARK ON THE LEFT, 300 FT (91.4 M) EAST OF
 AB7112'DRIVEWAY BY BOX 3400 JC BARBRE, 20 FT (6.1 M) NORTH OF C/L SPRING
 AB7112'FLATS RD, 24.7 FT (7.5 M) SW OF WEST GATE POST, METAL FARM GATE, 21 FT
 AB7112'(6.4 M) SE OF SW CORNER OF OLD CLAPBOARD HOUSE. MARK IS 1.5 FT (0.5 M)
 AB7112'BELOW GROUND ATOP AN ALUMINUM ALLOY ROD IN ROUND CAST CASING WITH LID
 AB7112'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1259 ***********************************************************************
 CL1259  DESIGNATION -  21 RHP USGS
 CL1259  PID         -  CL1259
 CL1259  STATE/COUNTY-  GA/JONES
 CL1259  USGS QUAD   -  JAMES (1985)
 CL1259
 CL1259                         *CURRENT SURVEY CONTROL
 CL1259  ___________________________________________________________________
 CL1259* NAD 83(1986)-  32 59 50.     (N)    083 23 31.     (W)     SCALED    
 CL1259* NAVD 88     -       179.064  (meters)     587.48   (feet)  ADJUSTED  
 CL1259  ___________________________________________________________________
 CL1259  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CL1259  DYNAMIC HT  -         178.869 (meters)     586.84  (feet)  COMP
 CL1259  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 CL1259
 CL1259  VERT ORDER  -  FIRST     CLASS II
 CL1259
 CL1259.The horizontal coordinates were scaled from a topographic map and have
 CL1259.an estimated accuracy of +/- 6 seconds.
 CL1259
 CL1259.The orthometric height was determined by differential leveling
 CL1259.and adjusted by the National Geodetic Survey in June 1991..
 CL1259
 CL1259.The geoid height was determined by GEOID03.
 CL1259
 CL1259.The dynamic height is computed by dividing the NAVD 88
 CL1259.geopotential number by the normal gravity value computed on the
 CL1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1259.degrees latitude (g = 980.6199 gals.).
 CL1259
 CL1259.The modeled gravity was interpolated from observed gravity values.
 CL1259
 CL1259;                    North         East    Units  Estimated Accuracy
 CL1259;SPC GA W     -   332,560.      772,400.      MT  (+/- 180 meters Scaled)
 CL1259
 CL1259                          SUPERSEDED SURVEY CONTROL
 CL1259
 CL1259.No superseded survey control is available for this station.
 CL1259
 CL1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS765535(NAD 83)
 CL1259_MARKER: DD = SURVEY DISK
 CL1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1259_SP_SET: CONCRETE POST
 CL1259_STAMPING: 588 FT. 21 RHP 1955
 CL1259_PROJECTION: FLUSH
 CL1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1259+STABILITY: SURFACE MOTION
 CL1259
 CL1259  HISTORY     - Date     Condition        Report By
 CL1259  HISTORY     - 1955     MONUMENTED       USGS
 CL1259  HISTORY     - 1979     GOOD             NGS
 CL1259
 CL1259                          STATION DESCRIPTION
 CL1259
 CL1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1259'12.05 MI SW FROM MILLEDGEVILLE.
 CL1259'12.05 MILES SOUTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 CL1259'MILEDGEVILLE TO THE MARK ON THE LEFT, SET AT THE SOUTHEAST CORNER OF
 CL1259'THE JUNCTION OF 49 AND COUNTY ROAD 91080 (BOWEN HILL ROAD) 45 FEET
 CL1259'SOUTHEAST OF CENTERLINE OF HIGHWAY, 29 FEET NORTHEAST OF POWER POLE
 CL1259'NUMBER 21-1, 12.5 FEET NORTHWEST OF CENTER OF DIRT TRACK ROAD.
 CL1259'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CL1259'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2262 ***********************************************************************
 BT2262  DESIGNATION -  210 DSC
 BT2262  PID         -  BT2262
 BT2262  STATE/COUNTY-  GA/DOUGHERTY
 BT2262  USGS QUAD   -  ALBANY WEST (1988)
 BT2262
 BT2262                         *CURRENT SURVEY CONTROL
 BT2262  ___________________________________________________________________
 BT2262* NAD 83(1994)-  31 33 07.99083(N)    084 09 35.37709(W)     ADJUSTED  
 BT2262* NAVD 88     -        54.520  (meters)     178.87   (feet)  ADJUSTED  
 BT2262  ___________________________________________________________________
 BT2262  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BT2262  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT2262  DYNAMIC HT  -          54.455 (meters)     178.66  (feet)  COMP
 BT2262  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 BT2262
 BT2262  HORZ ORDER  -  SECOND
 BT2262  VERT ORDER  -  SECOND    CLASS II
 BT2262
 BT2262.The horizontal coordinates were established by classical geodetic methods
 BT2262.and adjusted by the National Geodetic Survey in September 1997..
 BT2262.No horizontal observational check was made to the station.
 BT2262
 BT2262.The orthometric height was determined by differential leveling
 BT2262.and adjusted by the National Geodetic Survey in November 1996..
 BT2262
 BT2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2262
 BT2262.The geoid height was determined by GEOID03.
 BT2262
 BT2262.The dynamic height is computed by dividing the NAVD 88
 BT2262.geopotential number by the normal gravity value computed on the
 BT2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2262.degrees latitude (g = 980.6199 gals.).
 BT2262
 BT2262.The modeled gravity was interpolated from observed gravity values.
 BT2262
 BT2262;                    North         East     Units Scale Factor Converg.
 BT2262;SPC GA W     -   172,070.666   700,649.361   MT  0.99990001   +0 00 12.9
 BT2262;SPC GA W     -   564,535.18  2,298,713.78   sFT  0.99990001   +0 00 12.9
 BT2262;UTM  16      - 3,494,302.918   769,615.406   MT  1.00049667   +1 29 13.5
 BT2262
 BT2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2262!SPC GA W     -   0.99999569  x   0.99990001  =   0.99989570
 BT2262!UTM  16      -   0.99999569  x   1.00049667  =   1.00049235
 BT2262
 BT2262                          SUPERSEDED SURVEY CONTROL
 BT2262
 BT2262  NAD 83(1986)-  31 33 07.99694(N)    084 09 35.38320(W) AD(       ) 2
 BT2262
 BT2262.Superseded values are not recommended for survey control.
 BT2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2262.See file dsdata.txt to determine how the superseded data were derived.
 BT2262
 BT2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6961594303(NAD 83)
 BT2262_MARKER: A = ALUMINUM MARKER
 BT2262_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2262_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2262_STAMPING: 210 DSC 1988
 BT2262_MARK LOGO: ALBDOU
 BT2262_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2262
 BT2262  HISTORY     - Date     Condition        Report By
 BT2262  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2262  HISTORY     - 19900301 GOOD             HOBBS
 BT2262
 BT2262                          STATION DESCRIPTION
 BT2262
 BT2262'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2262'MARK LOCATED IN SOUTH CENTRAL DOUGHERTY COUNTY, GEORGIA. MARK IS
 BT2262'AZIMUTH MARK FOR GPS STATION---G 211 DSC 1988.
 BT2262'MARK IS 0.05 MI (0.08 KM) EAST ON OAKRIDGE DRIVE FROM ITS JUNCTION
 BT2262'WITH MADISON STREET ON RIGHT, NORTHWEST OF A SMALL POND, 2.9 FT
 BT2262'(0.88 M) SOUTH OF BACK CURB, OAKRIDGE, 17.7 FT (5.39 M) SOUTH OF
 BT2262'CENTERLINE EASTBOUND LANES, OAKRIDGE, 17.2 FT (5.24 M) WEST-SOUTHWEST
 BT2262'OF CENTER OF MANHOLE IN STANDARD CURB INLET.
 BT2262'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL IN ROUND CAST
 BT2262'IRON CASING WITH LID, ACTUAL MARK DISK BEING 1.6 FT (0.49 M) BELOW
 BT2262'GROUND.
 BT2262
 BT2262                          STATION RECOVERY (1990)
 BT2262
 BT2262'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2262'MARK IS ABOUT 2 MILES (3.2 KM) SOUTH OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2262'FOR G 211 DSC 1988, 0.05 MI (0.08 KM) EAST ALONG OAKRIDGE DRIVE STATE
 BT2262'ROUTE 234 FROM MADISON STREET TO THE MARK ON THE RIGHT, 1.35 MILES
 BT2262'(2.17 KM) WEST ALONG SAME FROM RADIUM SPRINGS RD, NORTHWEST OF A SMALL
 BT2262'POND, 2.9 FT (0.9 M) SOUTH OF BACK CURB, OAKRIDGE, 17.7 FT (5.4 M)
 BT2262'SOUTH OF OAKKRIDGE EASTBOUND LANES, 17.2 FT (5.2 M) WSW OF MANHOLE IN
 BT2262'CURB INLET, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO REFUSAL INSIDE CAST
 BT2262'IRON BOX, 1.6 FT (0.5 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2263 ***********************************************************************
 BT2263  DESIGNATION -  212 DSC
 BT2263  PID         -  BT2263
 BT2263  STATE/COUNTY-  GA/DOUGHERTY
 BT2263  USGS QUAD   -  PRETORIA (1988)
 BT2263
 BT2263                         *CURRENT SURVEY CONTROL
 BT2263  ___________________________________________________________________
 BT2263* NAD 83(1994)-  31 37 12.80868(N)    084 16 55.76272(W)     ADJUSTED  
 BT2263* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BT2263  ___________________________________________________________________
 BT2263  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT2263  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BT2263
 BT2263  HORZ ORDER  -  SECOND
 BT2263
 BT2263.The horizontal coordinates were established by classical geodetic methods
 BT2263.and adjusted by the National Geodetic Survey in September 1997..
 BT2263.No horizontal observational check was made to the station.
 BT2263
 BT2263.The orthometric height was scaled from a topographic map.
 BT2263
 BT2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2263
 BT2263.The geoid height was determined by GEOID03.
 BT2263
 BT2263;                    North         East     Units Scale Factor Converg.
 BT2263;SPC GA W     -   179,616.043   689,043.371   MT  0.99990148   -0 03 38.0
 BT2263;SPC GA W     -   589,290.30  2,260,636.46   sFT  0.99990148   -0 03 38.0
 BT2263;UTM  16      - 3,501,549.050   757,811.211   MT  1.00041985   +1 25 32.6
 BT2263
 BT2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2263!SPC GA W     -   0.99999286  x   0.99990148  =   0.99989434
 BT2263!UTM  16      -   0.99999286  x   1.00041985  =   1.00041270
 BT2263
 BT2263                          SUPERSEDED SURVEY CONTROL
 BT2263
 BT2263  NAD 83(1986)-  31 37 12.81493(N)    084 16 55.76922(W) AD(       ) 2
 BT2263
 BT2263.Superseded values are not recommended for survey control.
 BT2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2263.See file dsdata.txt to determine how the superseded data were derived.
 BT2263
 BT2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5781101549(NAD 83)
 BT2263_MARKER: A = ALUMINUM MARKER
 BT2263_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2263_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2263_STAMPING: 212 DSC 1988
 BT2263_MARK LOGO: GA-095
 BT2263_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2263+STABILITY: POSITION/ELEVATION WELL
 BT2263
 BT2263  HISTORY     - Date     Condition        Report By
 BT2263  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2263
 BT2263                          STATION DESCRIPTION
 BT2263
 BT2263'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2263'MARK IS AZIMUTH MARK FOR GPS STATION---G 213 DSC 1988---IN NORTHWEST
 BT2263'ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2263'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 213 DSC 1988, PROCEED
 BT2263'WEST ALONG EDITH DRIVE FOR 0.50 MI (0.80 KM) TO THE AZIMUTH MARK ON
 BT2263'THE SOUTH.
 BT2263'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2263'CONTROL SURVEY, STAMPED 212 DSC 1988, ON TOP OF AN ALUMINUM ALLOY
 BT2263'ROD DRIVEN TO A REFUSAL DEPTH OF 20.0 FT (6.10 M) . THE MARK IS
 BT2263'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2263'TOP OF THE COVER IS 0.70 FT (0.21 M) BELOW THE SURFACE OF THE GROUND,
 BT2263'AND IS ABOUT 0.80 FT (0.24 M) BELOW THE CENTERLINE OF EDITH DRIVE.
 BT2263'THE MARK IS 0.90 FT (0.27 M) BELOW THE TOP OF THE COVER.
 BT2263'THE MARK IS LOCATED 18.1 FT (5.52 M) SOUTH OF THE CENTERLINE OF EDITH
 BT2263'DRIVE, 26.1 FT (7.96 M) EAST OF THE CENTERLINE OF JANET DRIVE, 28.6
 BT2263'FT (8.72 M) NORTH OF A 15 PINE TREE, AND 2639.1 FT (804.40 M) WEST
 BT2263'OF THE GPS STATION---G 213 DSC 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0121 ***********************************************************************
 BT0121  DESIGNATION -  212.30
 BT0121  PID         -  BT0121
 BT0121  STATE/COUNTY-  GA/DOUGHERTY
 BT0121  USGS QUAD   -  ALBANY EAST (1988)
 BT0121
 BT0121                         *CURRENT SURVEY CONTROL
 BT0121  ___________________________________________________________________
 BT0121* NAD 83(1986)-  31 35 57.     (N)    084 05 41.     (W)     SCALED    
 BT0121* NAVD 88     -        64.516  (meters)     211.67   (feet)  ADJUSTED  
 BT0121  ___________________________________________________________________
 BT0121  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0121  DYNAMIC HT  -          64.438 (meters)     211.41  (feet)  COMP
 BT0121  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BT0121
 BT0121  VERT ORDER  -  FIRST     CLASS II
 BT0121
 BT0121.The horizontal coordinates were scaled from a topographic map and have
 BT0121.an estimated accuracy of +/- 6 seconds.
 BT0121
 BT0121.The orthometric height was determined by differential leveling
 BT0121.and adjusted by the National Geodetic Survey in June 1991..
 BT0121.WARNING-Repeat measurements at this control monument indicate possible
 BT0121.vertical movement.
 BT0121
 BT0121.The geoid height was determined by GEOID03.
 BT0121
 BT0121.The dynamic height is computed by dividing the NAVD 88
 BT0121.geopotential number by the normal gravity value computed on the
 BT0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0121.degrees latitude (g = 980.6199 gals.).
 BT0121
 BT0121.The modeled gravity was interpolated from observed gravity values.
 BT0121
 BT0121;                    North         East    Units  Estimated Accuracy
 BT0121;SPC GA W     -   177,280.      706,830.      MT  (+/- 180 meters Scaled)
 BT0121
 BT0121                          SUPERSEDED SURVEY CONTROL
 BT0121
 BT0121  NGVD 29 (??/??/92)   64.671  (m)          212.17   (f) ADJ UNCH    1 2
 BT0121
 BT0121.Superseded values are not recommended for survey control.
 BT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0121.See file dsdata.txt to determine how the superseded data were derived.
 BT0121
 BT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV756996(NAD 83)
 BT0121_MARKER: DD = SURVEY DISK
 BT0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0121_SP_SET: CONCRETE APRON
 BT0121_STAMPING: 212.30 STA EL
 BT0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0121
 BT0121  HISTORY     - Date     Condition        Report By
 BT0121  HISTORY     - UNK      MONUMENTED       DOD
 BT0121  HISTORY     - 1957     GOOD             NGS
 BT0121  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BT0121
 BT0121                          STATION DESCRIPTION
 BT0121
 BT0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0121'5.5 MI NE FROM ALBANY.
 BT0121'ABOUT 2.8 MILE EAST ALONG EAST BROAD AVENUE AND SYLVESTER ROAD
 BT0121'FROM THE POST OFFICE AT ALBANY, THENCE 2.7 MILE NORTH ALONG TURNER
 BT0121'FIELD ROAD, AT THE NORTHEAST CORNER OF HANGER NUMBER 1(BUILDING
 BT0121'NUMBER 1002), 23 1/2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 BT0121'HANGER, 14 1/2 FEET SOUTHEAST OF THE EAST END OF THE DOOR STOP,
 BT0121'6 FEET EAST OF THE EAST WALL OF THE HANGER, 2 FEET SOUTH OF THE
 BT0121'NORTH EDGE OF THE APRON, 11 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BT0121'AN ELECTRIC SUB-STATION, A USE DISK SET IN THE TOP OF THE
 BT0121'NORTHWEST CORNER OF A CONCRETE APRON, FLUSH WITH THE LEVEL OF
 BT0121'THE APRON.
 BT0121
 BT0121                          STATION RECOVERY (1990)
 BT0121
 BT0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1022 ***********************************************************************
 CK1022  DESIGNATION -  213
 CK1022  PID         -  CK1022
 CK1022  STATE/COUNTY-  GA/SCREVEN
 CK1022  USGS QUAD   -  SYLVANIA NORTH (1978)
 CK1022
 CK1022                         *CURRENT SURVEY CONTROL
 CK1022  ___________________________________________________________________
 CK1022* NAD 83(1986)-  32 45 33.     (N)    081 41 15.     (W)     SCALED    
 CK1022* NAVD 88     -        64.723  (meters)     212.35   (feet)  ADJUSTED  
 CK1022  ___________________________________________________________________
 CK1022  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK1022  DYNAMIC HT  -          64.652 (meters)     212.11  (feet)  COMP
 CK1022  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CK1022
 CK1022  VERT ORDER  -  SECOND    CLASS 0
 CK1022
 CK1022.The horizontal coordinates were scaled from a topographic map and have
 CK1022.an estimated accuracy of +/- 6 seconds.
 CK1022
 CK1022.The orthometric height was determined by differential leveling
 CK1022.and adjusted by the National Geodetic Survey in June 1991..
 CK1022
 CK1022.The geoid height was determined by GEOID03.
 CK1022
 CK1022.The dynamic height is computed by dividing the NAVD 88
 CK1022.geopotential number by the normal gravity value computed on the
 CK1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1022.degrees latitude (g = 980.6199 gals.).
 CK1022
 CK1022.The modeled gravity was interpolated from observed gravity values.
 CK1022
 CK1022;                    North         East    Units  Estimated Accuracy
 CK1022;SPC GA E     -   306,000.      244,900.      MT  (+/- 180 meters Scaled)
 CK1022
 CK1022                          SUPERSEDED SURVEY CONTROL
 CK1022
 CK1022  NGVD 29 (??/??/92)   64.965  (m)          213.14   (f) ADJ UNCH    2 0
 CK1022
 CK1022.Superseded values are not recommended for survey control.
 CK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1022.See file dsdata.txt to determine how the superseded data were derived.
 CK1022
 CK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS356247(NAD 83)
 CK1022_MARKER: P = PIPE CAP
 CK1022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1022_STAMPING: 213 1918 213.139
 CK1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1022
 CK1022  HISTORY     - Date     Condition        Report By
 CK1022  HISTORY     - 1918     MONUMENTED       USGS
 CK1022  HISTORY     - 1955     GOOD             NGS
 CK1022
 CK1022                          STATION DESCRIPTION
 CK1022
 CK1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1022'3 MI W FROM SYLVANIA.
 CK1022'3 MILES WESTERLY ALONG OLD ROADBED OF ABANDONED SYLVANIA
 CK1022'CENTRAL RAILROAD FROM SYLVANIA, SCREVEN ROAD, 2.9 MILES
 CK1022'WESTERLY ALONG THE MAIN SYLVANIA-ROCKY FORD HIGHWAY FROM THE
 CK1022'COURTHOUSE IN SYLVANIA, NORTHERLY THRU LOCKED-GATES LANDS OF
 CK1022'DR. G.M. ZEIGLER OVER DIM WOODS ROADS AN ESTIMATED HALF-MILE TO
 CK1022'WEST END OF 8- OR 10-FOOT CUT OF THE OLD RAIL ROAD, 182.2
 CK1022'FEET WEST OF FENCE CORNER IN THE MIDDLE OF THE OLD ROADBED, AND
 CK1022'32.7 FEET NORTH OF A FENCE ON ITS CENTERLINE.  A STANDARD
 CK1022'U.S. GEOLOGICAL SURVEY CAPPED-PIPE MONUMENT IS STAMPED 213
 CK1022'1918 213.139 AND PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0118 ***********************************************************************
 BT0118  DESIGNATION -  213.605
 BT0118  PID         -  BT0118
 BT0118  STATE/COUNTY-  GA/DOUGHERTY
 BT0118  USGS QUAD   -  ALBANY EAST (1988)
 BT0118
 BT0118                         *CURRENT SURVEY CONTROL
 BT0118  ___________________________________________________________________
 BT0118* NAD 83(1986)-  31 36 04.     (N)    084 05 38.     (W)     SCALED    
 BT0118* NAVD 88     -        64.916  (meters)     212.98   (feet)  ADJUSTED  
 BT0118  ___________________________________________________________________
 BT0118  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0118  DYNAMIC HT  -          64.838 (meters)     212.72  (feet)  COMP
 BT0118  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BT0118
 BT0118  VERT ORDER  -  FIRST     CLASS II
 BT0118
 BT0118.The horizontal coordinates were scaled from a topographic map and have
 BT0118.an estimated accuracy of +/- 6 seconds.
 BT0118
 BT0118.The orthometric height was determined by differential leveling
 BT0118.and adjusted by the National Geodetic Survey in June 1991..
 BT0118
 BT0118.The geoid height was determined by GEOID03.
 BT0118
 BT0118.The dynamic height is computed by dividing the NAVD 88
 BT0118.geopotential number by the normal gravity value computed on the
 BT0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0118.degrees latitude (g = 980.6199 gals.).
 BT0118
 BT0118.The modeled gravity was interpolated from observed gravity values.
 BT0118
 BT0118;                    North         East    Units  Estimated Accuracy
 BT0118;SPC GA W     -   177,490.      706,910.      MT  (+/- 180 meters Scaled)
 BT0118
 BT0118                          SUPERSEDED SURVEY CONTROL
 BT0118
 BT0118  NGVD 29 (??/??/92)   65.072  (m)          213.49   (f) ADJ UNCH    1 2
 BT0118
 BT0118.Superseded values are not recommended for survey control.
 BT0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0118.See file dsdata.txt to determine how the superseded data were derived.
 BT0118
 BT0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV757998(NAD 83)
 BT0118_MARKER: DB = BENCH MARK DISK
 BT0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0118_SP_SET: CONCRETE BASE
 BT0118_STAMPING: 213.605
 BT0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0118
 BT0118  HISTORY     - Date     Condition        Report By
 BT0118  HISTORY     - UNK      MONUMENTED       CGS
 BT0118  HISTORY     - 1957     GOOD             NGS
 BT0118  HISTORY     - 1990     GOOD             USPSQD
 BT0118
 BT0118                          STATION DESCRIPTION
 BT0118
 BT0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0118'5.4 MI NE FROM ALBANY.
 BT0118'ABOUT 2.8 MILE EAST ALONG EAST BROAD AVENUE AND SYLVESTER ROAD
 BT0118'FROM THE POST OFFICE AT ALBANY, THENCE 2.55 MILE NORTH ALONG
 BT0118'TURNER FIELD ROAD, AT THE HEADQUARTERS BUILDING OF THE TURNER AIR
 BT0118'FORCE BASE, 24 FEET SOUTH OF THE SOUTH CURB OF DEROSA AVENUE,
 BT0118'2 1/2 FEET SOUTH OF THE FLAG POLE, SET IN THE TOP OF THE CONCRETE
 BT0118'BASE OF THE FLAG POLE AND IS ABOUT LEVEL WITH THE STREET.
 BT0118
 BT0118                          STATION RECOVERY (1990)
 BT0118
 BT0118'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2264 ***********************************************************************
 BT2264  DESIGNATION -  218 DSC
 BT2264  PID         -  BT2264
 BT2264  STATE/COUNTY-  GA/DOUGHERTY
 BT2264  USGS QUAD   -  ALBANY WEST (1988)
 BT2264
 BT2264                         *CURRENT SURVEY CONTROL
 BT2264  ___________________________________________________________________
 BT2264* NAD 83(1994)-  31 30 26.51128(N)    084 10 02.47336(W)     ADJUSTED  
 BT2264* NAVD 88     -        59.459  (meters)     195.08   (feet)  ADJUSTED  
 BT2264  ___________________________________________________________________
 BT2264  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BT2264  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BT2264  DYNAMIC HT  -          59.387 (meters)     194.84  (feet)  COMP
 BT2264  MODELED GRAV-     979,429.4   (mgal)                       NAVD 88
 BT2264
 BT2264  HORZ ORDER  -  SECOND
 BT2264  VERT ORDER  -  SECOND    CLASS II
 BT2264
 BT2264.The horizontal coordinates were established by classical geodetic methods
 BT2264.and adjusted by the National Geodetic Survey in September 1997..
 BT2264.No horizontal observational check was made to the station.
 BT2264
 BT2264.The orthometric height was determined by differential leveling
 BT2264.and adjusted by the National Geodetic Survey in November 1996..
 BT2264
 BT2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2264
 BT2264.The geoid height was determined by GEOID03.
 BT2264
 BT2264.The dynamic height is computed by dividing the NAVD 88
 BT2264.geopotential number by the normal gravity value computed on the
 BT2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2264.degrees latitude (g = 980.6199 gals.).
 BT2264
 BT2264.The modeled gravity was interpolated from observed gravity values.
 BT2264
 BT2264;                    North         East     Units Scale Factor Converg.
 BT2264;SPC GA W     -   167,097.635   699,934.741   MT  0.99990000   -0 00 01.3
 BT2264;SPC GA W     -   548,219.49  2,296,369.23   sFT  0.99990000   -0 00 01.3
 BT2264;UTM  16      - 3,489,310.095   769,029.343   MT  1.00049278   +1 28 52.5
 BT2264
 BT2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2264!SPC GA W     -   0.99999492  x   0.99990000  =   0.99989492
 BT2264!UTM  16      -   0.99999492  x   1.00049278  =   1.00048770
 BT2264
 BT2264                          SUPERSEDED SURVEY CONTROL
 BT2264
 BT2264  NAD 83(1986)-  31 30 26.51740(N)    084 10 02.47943(W) AD(       ) 2
 BT2264
 BT2264.Superseded values are not recommended for survey control.
 BT2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2264.See file dsdata.txt to determine how the superseded data were derived.
 BT2264
 BT2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6902989310(NAD 83)
 BT2264_MARKER: A = ALUMINUM MARKER
 BT2264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2264_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2264_STAMPING: 218 DSC 1988
 BT2264_MARK LOGO: ALBDOU
 BT2264_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2264
 BT2264  HISTORY     - Date     Condition        Report By
 BT2264  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2264  HISTORY     - 19900301 GOOD             HOBBS
 BT2264
 BT2264                          STATION DESCRIPTION
 BT2264
 BT2264'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2264'MARK LOCATED IN DOUGHERTY COUNTY, GEORGIA, SOUTH OF ALBANY. MARK IS
 BT2264'AZIMUTH MARK FOR GPS STATION---G 219 DSC 1988.
 BT2264'TO REACH MARK FROM INTERSECTION OF LILY POND ROAD AND BLUE SPRINGS
 BT2264'ROAD, GO SOUTH ON BLUE SPRINGS ROAD FOR 0.4 MI (0.64 KM) TO MARK ON
 BT2264'WEST SIDE OF ROAD.
 BT2264'MARK IS 14.9 FT (4.54 M) WEST OF CENTERLINE BLUE SPRINGS ROAD, 18.4 FT
 BT2264'(5.61 M) NORTHEAST OF NORTH END OF 15-INCH RCP CROSS-DRAIN UNDER DIRT
 BT2264'DRIVEWAY TO WEST OF BLUE SPRINGS ROAD, 31.3 FT (9.54 M) EAST OF A
 BT2264'FENCE CORNER.
 BT2264'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED
 BT2264'IN CAST IRON WATER VALVE BOX WITH LID, ACTUAL MARK DISK BEING 1.1 FT
 BT2264'(0.34 M) BELOW GROUND LEVEL.
 BT2264
 BT2264                          STATION RECOVERY (1990)
 BT2264
 BT2264'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2264'MARK IS ABOUT 5 MILES (8.0 KM) SSW OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2264'FOR G 219 DSC 1988.  TO REACH FROM THE ENTRANCE TO ALBANY AIRPORT,
 BT2264'TRAVEL ABOUT 1.5 MILES (2.4 KM) SW ALONG STATE ROUTE 91 TO CAUTION
 BT2264'LIGHT AT LILY POND ROAD, JUST BEFORE MITCHELL EMC, AND TURN LEFT.
 BT2264'FOLLOW LILY POND RD 2.0 MILES (3.2 KM) EAST TO BLUE SPRINGS ROAD AND
 BT2264'TURN RIGHT.  GO SOUTH ON BLUE SPRINGS ROAD FOR 0.4 MI (0.6 KM) TO MARK
 BT2264'ON THE RIGHT, 14.9 FT (4.5 M) WEST OF BLUE SPRINGS ROAD, 18.4 FT (5.6
 BT2264'M) NE OF NORTH END OF 15-INCH RCP UNDER DIRT DRIVEWAY WEST, 31.3 FT
 BT2264'(9.5 M) EAST OF A FENCE CORNER, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO
 BT2264'REFUSAL INSIDE CAST IRON WATER VALVE BOX, 1.1 FT (0.3 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1716 ***********************************************************************
 ED1716  DESIGNATION -  21A 26F
 ED1716  PID         -  ED1716
 ED1716  STATE/COUNTY-  GA/BARROW
 ED1716  USGS QUAD   -  WINDER NORTH (1964)
 ED1716
 ED1716                         *CURRENT SURVEY CONTROL
 ED1716  ___________________________________________________________________
 ED1716* NAD 83(1994)-  34 00 33.89503(N)    083 42 23.91677(W)     ADJUSTED  
 ED1716* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 ED1716  ___________________________________________________________________
 ED1716  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 ED1716  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 ED1716
 ED1716  HORZ ORDER  -  SECOND
 ED1716
 ED1716.The horizontal coordinates were established by classical geodetic methods
 ED1716.and adjusted by the National Geodetic Survey in September 1997..
 ED1716
 ED1716.The orthometric height was scaled from a topographic map.
 ED1716
 ED1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1716
 ED1716.The geoid height was determined by GEOID03.
 ED1716
 ED1716;                    North         East     Units Scale Factor Converg.
 ED1716;SPC GA W     -   444,643.361   742,490.371   MT  0.99992225   +0 15 26.3
 ED1716;SPC GA W     - 1,458,800.76  2,435,987.16   sFT  0.99992225   +0 15 26.3
 ED1716;UTM  17      - 3,766,503.700   250,039.842   MT  1.00037028   -1 30 52.9
 ED1716
 ED1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1716!SPC GA W     -   0.99995627  x   0.99992225  =   0.99987852
 ED1716!UTM  17      -   0.99995627  x   1.00037028  =   1.00032653
 ED1716
 ED1716:                Primary Azimuth Mark                     Grid Az
 ED1716:SPC GA W     -  21A 26A                                  044 53 01.0
 ED1716:UTM  17      -  21A 26A                                  046 39 20.2
 ED1716
 ED1716|---------------------------------------------------------------------|
 ED1716| PID    Reference Object                     Distance      Geod. Az  |
 ED1716|                                                           dddmmss.s |
 ED1716| CZ4237 21A 26A                                            0450827.3 |
 ED1716| CZ4239 21A 26F RM 2                         24.661 METERS 04701     |
 ED1716| ED1742 CEDAR                               APPROX. 5.5 KM 2844524.4 |
 ED1716| CZ4238 21A 26F RM 1                         32.614 METERS 31556     |
 ED1716|---------------------------------------------------------------------|
 ED1716
 ED1716                          SUPERSEDED SURVEY CONTROL
 ED1716
 ED1716  NAD 83(1986)-  34 00 33.90180(N)    083 42 23.91622(W) AD(       ) 2
 ED1716  NAD 27      -  34 00 33.50400(N)    083 42 24.31400(W) AD(       ) 2
 ED1716
 ED1716.Superseded values are not recommended for survey control.
 ED1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1716.See file dsdata.txt to determine how the superseded data were derived.
 ED1716
 ED1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5004066504(NAD 83)
 ED1716_MARKER: Z = SEE DESCRIPTION
 ED1716_SETTING: 0 = UNSPECIFIED SETTING
 ED1716
 ED1716  HISTORY     - Date     Condition        Report By
 ED1716  HISTORY     - 1935     MONUMENTED       GAGS
 ED1716  HISTORY     - 1953     MARK NOT FOUND   CGS
 ED1716
 ED1716                          STATION DESCRIPTION
 ED1716
 ED1716'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 ED1716'ABOUT 12 MILES SOUTH OF JEFFERSON, ABOUT 1.55 MILES NORTH OF
 ED1716'COURTHOUSE AT WINDER, JUST WEST OF PAVEMENT OF JEFFERSON HIGHWAY, AT
 ED1716'EXTREME SOUTH EDGE OF SMALL CULTIVATED FIELD IN ACUTE ANGLE FORMED BY
 ED1716'ROAD INTERSECTION, ABOUT 245 FEET NORTH OF NORTHEAST CORNER OF WOCO
 ED1716'PEP SERVICE STATION ON EAST SIDE OF JEFFERSON HIGHWAY, 76 FEET WEST
 ED1716'OF CENTER LINE OF HIGHWAY AND 31 FEET EAST OF CENTER LINE OF
 ED1716'MULBERRY ROAD (GRAVEL).  TO REACH FROM COURTHOUSE AT WINDER, GO
 ED1716'NORTH ON JEFFERSON HIGHWAY FOR 1.55 MILES TO FORKS (JUNCTION OF
 ED1716'JEFFERSON HIGHWAY AND MULBERRY ROAD) AND STATION AT INTERSECTION ON
 ED1716'LEFT.  MARK IS BRASS TACK SET IN CONCRETE IN 6-INCH IRON PIPE AND
 ED1716'PROJECTS ABOUT 4 INCHES.  REFERENCE MARKS ARE STANDARD DISKS IN ROUND
 ED1716'CONCRETE MONUMENTS.  AZIMUTH MARK IS BRASS TACK SET IN CONCRETE IN
 ED1716'6-INCH IRON PIPE.  REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS ON
 ED1716'EAST EDGE OF CULTIVATED FIELD, 26 FEET WEST OF CENTER LINE OF
 ED1716'MULBERRY ROAD, ABOUT 2 FEET HIGHER THAN ROADWAY AND 107.00 FEET
 ED1716'NORTHWEST OF STATION N 44 DEG 04 MIN W.  NO. 2 PROJECTS 5
 ED1716'INCHES, IS 47 FEET WEST OF CENTER LINE OF HIGHWAY AND 80.91 FEET
 ED1716'NORTHEAST OF STATION N 47 DEG 02 MIN E.  21A-26G (GA. GEOD.
 ED1716'S.) (AZIMUTH MARK) IS IN FRONT YARD OF T.S. MADDOXS HOME, 16 PACES
 ED1716'SOUTHEAST OF SOUTHEAST CORNER OF THE HOUSE, 11 PACES NORTHWEST OF
 ED1716'CENTER LINE OF JEFFERSON HIGHWAY, 8 PACES NORTH OF NORTHEAST CORNER
 ED1716'OF HEDGE, 23 FEET NORTH OF SOUTH END OF ROCK WALL, 3 FEET WEST OF
 ED1716'EDGE OF STONE WALL, ABOUT 2-1/2 FEET HIGHER THAN ROADWAY AND 0.25
 ED1716'MILE NORTHEAST OF STATION N 45 DEG 09 MIN E.
 ED1716
 ED1716                          STATION RECOVERY (1953)
 ED1716
 ED1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 ED1716'STATION MARK WS NOT FOUND AT THIS DATE, IT IS BELIEVED TO HAVE BEEN
 ED1716'DESTROYED WHEN THE ROADS WERE WIDENED.  NO SUBSURFACE MARKS WERE
 ED1716'SET FOR THESE STATIONS.  REFERENCE MARK 1 WAS FOUND DESTROYED, AND
 ED1716'THE DISK WAS RECLAIMED.  REFERENCE MARK 2 WAS FOUND IN GOOD
 ED1716'CONDITION.  THE AZIMUTH MARK, 21A 26A (GA. GEOD. S.), WAS DESTROYED
 ED1716'WHEN A NEW LAWN WAS PLANTED AT THE HOME OF MR. BEARD IN WHOSE YARD IT
 ED1716'WAS SET.  A DESCRIPTION OF REFERENCE MARK 2 FOLLOWS--
 ED1716'
 ED1716'REFERENCE MARK 2 IS LOCATED 1.55 MI. N OF THE COURTHOSUE IN
 ED1716'WINDER, AND AT THE WYE FORMED BY STATE HIGHWAYS 11 AND 53.  IT IS 45
 ED1716'FT. W OF THE CENTERLINE OF STATE HIGHWAY 11, 93 FT. E OF THE
 ED1716'CENTERLINE OF STATE HIGHWAY 53, 21 FT. S OF A TELEPHONE POLE, AND 15
 ED1716'FT. E OF AN OLD WELL.  IT IS A STANDARD DISK, STAMPED 21A 26F NO 2
 ED1716'1935 AND SET IN CONCRETE PROJECTING 4 IN.
 ED1716'
 ED1716'TO REACH THE STATION FROM THE COURTHOUSE IN WINDER, GO N ON STATE
 ED1716'HIGHWAYS 11 AND 53 TO THEIR JUNCTION AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0453 ***********************************************************************
 CK0453  DESIGNATION -  22
 CK0453  PID         -  CK0453
 CK0453  STATE/COUNTY-  GA/CHATHAM
 CK0453  USGS QUAD   -  MELDRIM (1976)
 CK0453
 CK0453                         *CURRENT SURVEY CONTROL
 CK0453  ___________________________________________________________________
 CK0453* NAD 83(1986)-  32 07 45.     (N)    081 19 42.     (W)     SCALED    
 CK0453* NAVD 88     -         6.393  (meters)      20.97   (feet)  ADJUSTED  
 CK0453  ___________________________________________________________________
 CK0453  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CK0453  DYNAMIC HT  -           6.385 (meters)      20.95  (feet)  COMP
 CK0453  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CK0453
 CK0453  VERT ORDER  -  FIRST     CLASS II
 CK0453
 CK0453.The horizontal coordinates were scaled from a topographic map and have
 CK0453.an estimated accuracy of +/- 6 seconds.
 CK0453
 CK0453.The orthometric height was determined by differential leveling
 CK0453.and adjusted by the National Geodetic Survey in June 1991..
 CK0453
 CK0453.The geoid height was determined by GEOID03.
 CK0453
 CK0453.The dynamic height is computed by dividing the NAVD 88
 CK0453.geopotential number by the normal gravity value computed on the
 CK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0453.degrees latitude (g = 980.6199 gals.).
 CK0453
 CK0453.The modeled gravity was interpolated from observed gravity values.
 CK0453
 CK0453;                    North         East    Units  Estimated Accuracy
 CK0453;SPC GA E     -   236,350.      279,100.      MT  (+/- 180 meters Scaled)
 CK0453
 CK0453                          SUPERSEDED SURVEY CONTROL
 CK0453
 CK0453  NGVD 29 (03/21/89)    6.648  (m)           21.81   (f) ADJUSTED    1 2
 CK0453
 CK0453.Superseded values are not recommended for survey control.
 CK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0453.See file dsdata.txt to determine how the superseded data were derived.
 CK0453
 CK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR690548(NAD 83)
 CK0453_MARKER: P = PIPE CAP
 CK0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0453_STAMPING: 21.903 22 1918
 CK0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0453
 CK0453  HISTORY     - Date     Condition        Report By
 CK0453  HISTORY     - 1918     MONUMENTED       USGS
 CK0453  HISTORY     - 1955     GOOD             NGS
 CK0453
 CK0453                          STATION DESCRIPTION
 CK0453
 CK0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0453'3 MI E FROM MELDRIM.
 CK0453'ABOUT 2.95 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK0453'THE UNION STATION AT MELDRIM, ABOUT 476 YARDS EAST OF THE
 CK0453'CHATHAM-EFFLINGHAM COUNTY LINE SIGN, ABOUT 411 YARDS EAST OF
 CK0453'CONCRETE CULVERT NO. 14.2, 6 1/2 FEET NORTH OF NORTH RAIL, 2 1/2
 CK0453'FEET SOUTHWEST OF MILE POST S 14, 109 1/2 FEET WEST-SOUTHWEST OF
 CK0453'TELEPHONE POLE NO. E 29 31/35, ABOUT 1 1/2 FEET BELOW LEVEL OF
 CK0453'TRACK AND PROJECTING 3 INCHES.  NOTE-- THIS MARK IS ABOUT 0.45
 CK0453'MILE NORTH ALONG TRAIL AND ACROSS COUNTRY FROM BENCH MARK Q 208
 CK0453'WHICH IS LOCATED ALONG THE SEABOARD AIR LINE RAILROAD AT A POINT
 CK0453'2.8 MILES EAST ALONG S.A.L. RR FROM THE UNION STATION AT MELDRIM.
 CK0453'POINT LEVELED TO IS THE FIGURES 903 IN THE STAMPING 21.903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0410 ***********************************************************************
 CM0410  DESIGNATION -  22 E 15
 CM0410  PID         -  CM0410
 CM0410  STATE/COUNTY-  GA/TALBOT
 CM0410  USGS QUAD   -  UPATOI (1985)
 CM0410
 CM0410                         *CURRENT SURVEY CONTROL
 CM0410  ___________________________________________________________________
 CM0410* NAD 83(1986)-  32 31 55.     (N)    084 39 48.     (W)     SCALED    
 CM0410* NAVD 88     -       113.035  (meters)     370.85   (feet)  ADJUSTED  
 CM0410  ___________________________________________________________________
 CM0410  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CM0410  DYNAMIC HT  -         112.906 (meters)     370.43  (feet)  COMP
 CM0410  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 CM0410
 CM0410  VERT ORDER  -  FIRST     CLASS II
 CM0410
 CM0410.The horizontal coordinates were scaled from a topographic map and have
 CM0410.an estimated accuracy of +/- 6 seconds.
 CM0410
 CM0410.The orthometric height was determined by differential leveling
 CM0410.and adjusted by the National Geodetic Survey in June 1991..
 CM0410
 CM0410.The geoid height was determined by GEOID03.
 CM0410
 CM0410.The dynamic height is computed by dividing the NAVD 88
 CM0410.geopotential number by the normal gravity value computed on the
 CM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0410.degrees latitude (g = 980.6199 gals.).
 CM0410
 CM0410.The modeled gravity was interpolated from observed gravity values.
 CM0410
 CM0410;                    North         East    Units  Estimated Accuracy
 CM0410;SPC GA W     -   280,810.      653,350.      MT  (+/- 180 meters Scaled)
 CM0410
 CM0410                          SUPERSEDED SURVEY CONTROL
 CM0410
 CM0410  NGVD 29 (??/??/92)  113.110  (m)          371.10   (f) ADJ UNCH    1 2
 CM0410
 CM0410.Superseded values are not recommended for survey control.
 CM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0410.See file dsdata.txt to determine how the superseded data were derived.
 CM0410
 CM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB194018(NAD 83)
 CM0410_MARKER: DD = SURVEY DISK
 CM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0410_STAMPING: 22 E 15 370.980
 CM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0410+STABILITY: SURFACE MOTION
 CM0410
 CM0410  HISTORY     - Date     Condition        Report By
 CM0410  HISTORY     - UNK      MONUMENTED       GAGS
 CM0410  HISTORY     - 1958     GOOD             NGS
 CM0410
 CM0410                          STATION DESCRIPTION
 CM0410
 CM0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0410'5 MI E FROM UPATOI.
 CM0410'ABOUT 5.6 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0410'FROM THE BRICK CHURCH AND CEMETERY IN UPATOI, ON THE TOP OF A
 CM0410'SMALL KNOLL, ABOUT 0.1 MILE WEST OF A ROAD CROSSING AT BOX SPRINGS,
 CM0410'ABOUT 0.2 MILE EAST OF MILE POST S 269, 58 FEET SOUTH OF SOUTH RAIL
 CM0410'OF MAIN TRACK, 86 FEET WEST OF A WELL, 47 YARDS WEST-NORTHWEST
 CM0410'OF NORTHWEST CORNER OF SHERLINGS RESIDENCE, 7 FEET EAST OF A
 CM0410'36-INCH OAK TREE, 6 FEET NORTH-NORTHWEST OF A WHITE WOODEN
 CM0410'WITNESS POST, A GEORGIA GEODETIC SURVEY DISK SET IN THE TOP OF A
 CM0410'CONCRETE POST PROJECTING 6 INCHES, ABOUT 4 1/2 FEET ABOVE THE
 CM0410'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2265 ***********************************************************************
 BT2265  DESIGNATION -  22 NDS
 BT2265  PID         -  BT2265
 BT2265  STATE/COUNTY-  GA/DOUGHERTY
 BT2265  USGS QUAD   -  PRETORIA (1988)
 BT2265
 BT2265                         *CURRENT SURVEY CONTROL
 BT2265  ___________________________________________________________________
 BT2265* NAD 83(1994)-  31 36 28.13338(N)    084 20 47.89844(W)     ADJUSTED  
 BT2265* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 BT2265  ___________________________________________________________________
 BT2265  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BT2265  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BT2265
 BT2265  HORZ ORDER  -  SECOND
 BT2265
 BT2265.The horizontal coordinates were established by classical geodetic methods
 BT2265.and adjusted by the National Geodetic Survey in September 1997..
 BT2265.No horizontal observational check was made to the station.
 BT2265
 BT2265.The orthometric height was scaled from a topographic map.
 BT2265
 BT2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2265
 BT2265.The geoid height was determined by GEOID03.
 BT2265
 BT2265;                    North         East     Units Scale Factor Converg.
 BT2265;SPC GA W     -   178,248.448   682,923.607   MT  0.99990360   -0 05 39.6
 BT2265;SPC GA W     -   584,803.45  2,240,558.53   sFT  0.99990360   -0 05 39.6
 BT2265;UTM  16      - 3,500,022.455   751,725.939   MT  1.00038160   +1 23 28.9
 BT2265
 BT2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2265!SPC GA W     -   0.99999279  x   0.99990360  =   0.99989639
 BT2265!UTM  16      -   0.99999279  x   1.00038160  =   1.00037439
 BT2265
 BT2265                          SUPERSEDED SURVEY CONTROL
 BT2265
 BT2265  NAD 83(1986)-  31 36 28.13968(N)    084 20 47.90484(W) AD(       ) 2
 BT2265
 BT2265.Superseded values are not recommended for survey control.
 BT2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2265.See file dsdata.txt to determine how the superseded data were derived.
 BT2265
 BT2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5172600022(NAD 83)
 BT2265_MARKER: A = ALUMINUM MARKER
 BT2265_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2265_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2265_STAMPING: 22 NDS 1987
 BT2265_MARK LOGO: GA-095
 BT2265_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2265+STABILITY: POSITION/ELEVATION WELL
 BT2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2265+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2265
 BT2265  HISTORY     - Date     Condition        Report By
 BT2265  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2265
 BT2265                          STATION DESCRIPTION
 BT2265
 BT2265'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2265'MARK LOCATED IN WESTERN DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH
 BT2265'MARK FOR GPS STATION---G 21 NDS 1987.
 BT2265'TO REACH MARK FROM JUNCTION OF GILLIONVILLE ROAD---STATE HIGHAWY
 BT2265'234---AND TALLAHASSEE ROAD, GO NORTH ON TALLAHASSEE ROAD FOR 1.55 MI
 BT2265'(2.49 KM) TO MARK ON WEST SIDE OF ROAD, 1.15 MI (1.85 KM) SOUTH OF
 BT2265'STATION---G 21 NDS 1987.
 BT2265'MARK IS 12.9 FT (3.93 M) WEST OF CENTERLINE TALLAHASSEE ROAD, SET ATOP
 BT2265'ALUMINUM ALLOY ROD IN ROUND CAST IRON VALVE BOX WITH LID, MARK ITSELF
 BT2265'BEING ABOUT 0.8 FT (0.24 M) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7135 ***********************************************************************
 AB7135  DESIGNATION -  22 NDS
 AB7135  PID         -  AB7135
 AB7135  STATE/COUNTY-  GA/DOUGHERTY
 AB7135  USGS QUAD   -  PRETORIA (1988)
 AB7135
 AB7135                         *CURRENT SURVEY CONTROL
 AB7135  ___________________________________________________________________
 AB7135* NAD 83(1986)-  31 35 51.     (N)    084 20 49.     (W)     SCALED    
 AB7135* NAVD 88     -        75.817  (meters)     248.74   (feet)  ADJUSTED  
 AB7135  ___________________________________________________________________
 AB7135  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AB7135  DYNAMIC HT  -          75.727 (meters)     248.45  (feet)  COMP
 AB7135  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 AB7135
 AB7135  VERT ORDER  -  SECOND    CLASS II
 AB7135
 AB7135.The horizontal coordinates were scaled from a topographic map and have
 AB7135.an estimated accuracy of +/- 6 seconds.
 AB7135
 AB7135.The orthometric height was determined by differential leveling
 AB7135.and adjusted by the National Geodetic Survey in November 1996..
 AB7135
 AB7135.The geoid height was determined by GEOID03.
 AB7135
 AB7135.The dynamic height is computed by dividing the NAVD 88
 AB7135.geopotential number by the normal gravity value computed on the
 AB7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7135.degrees latitude (g = 980.6199 gals.).
 AB7135
 AB7135.The modeled gravity was interpolated from observed gravity values.
 AB7135
 AB7135;                    North         East    Units  Estimated Accuracy
 AB7135;SPC GA W     -   177,110.      682,890.      MT  (+/- 180 meters Scaled)
 AB7135
 AB7135                          SUPERSEDED SURVEY CONTROL
 AB7135
 AB7135.No superseded survey control is available for this station.
 AB7135
 AB7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV517988(NAD 83)
 AB7135_MARKER: A = ALUMINUM MARKER
 AB7135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7135_STAMPING: 22 NDS 1987
 AB7135_MARK LOGO: ALBDOU
 AB7135_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7135
 AB7135  HISTORY     - Date     Condition        Report By
 AB7135  HISTORY     - 1987     MONUMENTED       ALBDOU
 AB7135  HISTORY     - 19910421 GOOD             HOBBS
 AB7135
 AB7135                          STATION DESCRIPTION
 AB7135
 AB7135'DESCRIBED BY HOBBS AND ASSOCIATES 1991
 AB7135'MARK IS 11 MILES (17.7 KM) WEST OF ALBANY, AZIMUTH MARK FOR G 21 NDS
 AB7135'1987.  TO REACH FROM THE JUNCTION OF STATE ROUTE 234 AND US BUSINESS
 AB7135'19, GILLIONVILLE ROAD AND SLAPPEY BLVD, WHICH IS 0.15 MILE (0.24 KM)
 AB7135'SOUTH ALONG SLAPPEY BLVD FROM DAWSON RD AND JUST NORTH OF RR TRACKS,
 AB7135'TRAVEL 10.45 MILES (16.82 KM) WEST ON SR 234 TO TALLAHASSEE ROAD AND
 AB7135'TURN RIGHT.  THIS IS 4.05 MILES (6.52 KM) WEST OF FIRE STATION 10 AND
 AB7135'3.9 MILES (6.3 KM) WEST OF EIGHT MILE RD.  TRAVEL 1.55 MI (2.49 KM)
 AB7135'NORTH TO MARK ON THE LEFT, 1.15 MI (1.85 KM) SOUTH OF OLD DAWSON RD
 AB7135'AND G 21 NDS, 12.9 FT (3.9 M) WEST OF CENTERLINE TALLAHASSEE ROAD, A
 AB7135'DISK ON ALUMINUM ALLOY ROD IN CAST IRON VALVE BOX WITH LID, ABOUT 0.8
 AB7135'FT (24.4 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2266 ***********************************************************************
 BT2266  DESIGNATION -  220 DSC
 BT2266  PID         -  BT2266
 BT2266  STATE/COUNTY-  GA/DOUGHERTY
 BT2266  USGS QUAD   -  BACONTON NORTH (1983)
 BT2266
 BT2266                         *CURRENT SURVEY CONTROL
 BT2266  ___________________________________________________________________
 BT2266* NAD 83(1994)-  31 26 29.09272(N)    084 12 42.67333(W)     ADJUSTED  
 BT2266* NAVD 88     -        55.265  (meters)     181.32   (feet)  ADJUSTED  
 BT2266  ___________________________________________________________________
 BT2266  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BT2266  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT2266  DYNAMIC HT  -          55.198 (meters)     181.10  (feet)  COMP
 BT2266  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 BT2266
 BT2266  HORZ ORDER  -  THIRD
 BT2266  VERT ORDER  -  SECOND    CLASS II
 BT2266
 BT2266.The horizontal coordinates were established by classical geodetic methods
 BT2266.and adjusted by the National Geodetic Survey in September 1997..
 BT2266.No horizontal observational check was made to the station.
 BT2266
 BT2266.The orthometric height was determined by differential leveling
 BT2266.and adjusted by the National Geodetic Survey in November 1996..
 BT2266
 BT2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2266
 BT2266.The geoid height was determined by GEOID03.
 BT2266
 BT2266.The dynamic height is computed by dividing the NAVD 88
 BT2266.geopotential number by the normal gravity value computed on the
 BT2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2266.degrees latitude (g = 980.6199 gals.).
 BT2266
 BT2266.The modeled gravity was interpolated from observed gravity values.
 BT2266
 BT2266;                    North         East     Units Scale Factor Converg.
 BT2266;SPC GA W     -   159,786.913   695,704.881   MT  0.99990023   -0 01 24.9
 BT2266;SPC GA W     -   524,234.23  2,282,491.76   sFT  0.99990023   -0 01 24.9
 BT2266;UTM  16      - 3,481,888.251   764,987.402   MT  1.00046617   +1 27 18.8
 BT2266
 BT2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2266!SPC GA W     -   0.99999559  x   0.99990023  =   0.99989582
 BT2266!UTM  16      -   0.99999559  x   1.00046617  =   1.00046176
 BT2266
 BT2266                          SUPERSEDED SURVEY CONTROL
 BT2266
 BT2266  NAD 83(1986)-  31 26 29.09859(N)    084 12 42.67961(W) AD(       ) 3
 BT2266
 BT2266.Superseded values are not recommended for survey control.
 BT2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2266.See file dsdata.txt to determine how the superseded data were derived.
 BT2266
 BT2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6498781888(NAD 83)
 BT2266_MARKER: A = ALUMINUM MARKER
 BT2266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2266_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2266_STAMPING: 220 DSC 1988
 BT2266_MARK LOGO: ALBDOU
 BT2266_PROJECTION: RECESSED 30 CENTIMETERS
 BT2266_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2266_ROD/PIPE-DEPTH: 3.7  meters
 BT2266
 BT2266  HISTORY     - Date     Condition        Report By
 BT2266  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2266  HISTORY     - 19900301 GOOD             HOBBS
 BT2266
 BT2266                          STATION DESCRIPTION
 BT2266
 BT2266'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2266'MARK LOCATED IN SOUTHERN DOUGHERTY COUNTY, GEORGIA JUST NORTH OF
 BT2266'MITCHELL COUNTY LINE ALONG WILDFAIR ROAD. MARK IS AZIMUTH MARK FOR
 BT2266'GPS STATION---G 221 DSC 1988.
 BT2266'TO REACH THE MARK FROM THE JUNCTION OF WILDFAIR ROAD AND NEWTON
 BT2266'ROAD---GA HIGHWAY 91---GO EAST ON WILDFAIR ROAD FOR 3.43 MI
 BT2266'(5.52 KM)  TO THE RESIDENCE AT---2501 WILDFAIR ROAD---AND THE MARK ON
 BT2266'THE NORTH SIDE OF THE ROAD.
 BT2266'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2266'SURVEY, STAMPED---220 DSC 1988---ON TOP OF AN ALUMINUM ALLOY ROD
 BT2266'DRIVEN TO A REFUSAL DEPTH OF 12.0 FT (3.66 M) . THE MARK IS PROTECTED
 BT2266'BY A CAST IRON VALVE BOX WITH A CAST IRON COVER MARKED WATER. THE
 BT2266'TOP OF THE COVER IS 1.00 FT (0.30 M) BELOW THE SURFACE OF THE GROUND,
 BT2266'AND IS ABOUT 1.97 FT (0.60 M) BELOW THE CENTERLINE OF WILDFAIR ROAD.
 BT2266'THE MARK IS LOCATED 21.6 FT (6.58 M) NORTH OF THE CENTERLINE OF
 BT2266'WILDFAIR ROAD, 8.5 FT (2.59 M) SOUTHWEST OF THE CENTER OF THE WEST
 BT2266'END OF AN 18 RCP CROSS-DRAIN UNDER A DIRT DRIVEWAY WITH BRICK
 BT2266'HEADWALLS AT THE RESIDENCE AT---2501 WILDFAIR ROAD---41.2 FT
 BT2266'(0.06 M) SOUTHEAST OF A 30 OAK TREE AND 1205.3 FT (367.38 M) EAST OF
 BT2266'THE GPS STATION--- G 221 DSC 1988.
 BT2266
 BT2266                          STATION RECOVERY (1990)
 BT2266
 BT2266'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2266'MARK IS ABOUT 10 MILES (16.1 KM) SSW OF DOWNTOWN ALBANY, JUST NORTH OF
 BT2266'MITCHELL COUNTY LINE, AZIMUTH MARK FOR G 221 DSC 1988.  TO REACH FROM
 BT2266'THE ENTRANCE TO ALBANY AIRPORT, TRAVEL ABOUT 7.5 MILES (12.1 KM) SW ON
 BT2266'STATE ROUTE 91 NEWTON ROAD TO WILDFAIR ROAD AND TURN LEFT.  THIS IS 1
 BT2266'MILE (1.6 KM) NE ALONG SR 91 FROM THE BAKER COUNTY LINE.  TRAVEL 3.45
 BT2266'MILES (5.55 KM) EAST TO THE MARK ON THE LEFT AT 2501 WILDFAIR ROAD
 BT2266'JUST BEFORE REACHING HARD UP RD.  THIS IS A DISK ON ALUMINUM ALLOY ROD
 BT2266'DRIVEN TO REFUSAL INSIDE CAST IRON WATER VALVE BOX 1 FT (0.3 M) BELOW
 BT2266'GROUND, 2 FT (0.6 M) BELOW ROAD, 21.6 FT (6.6 M) NORTH OF ROAD
 BT2266'CENTERLINE, 8.5 FT (2.6 M) SW OF THE WEST END OF AN 18-INCH RCP UNDER
 BT2266'A DIRT DRIVEWAY WITH BRICK HEADWALLS AT ABOVE RESIDENCE, 41.2 FT (12.6
 BT2266'M) SE OF A 30-INCH OAK TREE AND 1205.3 FT (367.4 M) EAST OF G 221 DSC
 BT2266'1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2268 ***********************************************************************
 BT2268  DESIGNATION -  224 DSC
 BT2268  PID         -  BT2268
 BT2268  STATE/COUNTY-  GA/DOUGHERTY
 BT2268  USGS QUAD   -  ALBANY WEST (1988)
 BT2268
 BT2268                         *CURRENT SURVEY CONTROL
 BT2268  ___________________________________________________________________
 BT2268* NAD 83(1994)-  31 35 54.68015(N)    084 10 32.70876(W)     ADJUSTED  
 BT2268* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 BT2268  ___________________________________________________________________
 BT2268  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BT2268  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BT2268
 BT2268  HORZ ORDER  -  SECOND
 BT2268
 BT2268.The horizontal coordinates were established by classical geodetic methods
 BT2268.and adjusted by the National Geodetic Survey in September 1997..
 BT2268.No horizontal observational check was made to the station.
 BT2268
 BT2268.The orthometric height was scaled from a topographic map.
 BT2268
 BT2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2268
 BT2268.The geoid height was determined by GEOID03.
 BT2268
 BT2268;                    North         East     Units Scale Factor Converg.
 BT2268;SPC GA W     -   177,204.172   699,137.824   MT  0.99990001   -0 00 17.1
 BT2268;SPC GA W     -   581,377.35  2,293,754.68   sFT  0.99990001   -0 00 17.1
 BT2268;UTM  16      - 3,499,398.554   767,970.415   MT  1.00048575   +1 28 50.5
 BT2268
 BT2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2268!SPC GA W     -   0.99999432  x   0.99990001  =   0.99989433
 BT2268!UTM  16      -   0.99999432  x   1.00048575  =   1.00048007
 BT2268
 BT2268                          SUPERSEDED SURVEY CONTROL
 BT2268
 BT2268  NAD 83(1986)-  31 35 54.68613(N)    084 10 32.71486(W) AD(       ) 2
 BT2268
 BT2268.Superseded values are not recommended for survey control.
 BT2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2268.See file dsdata.txt to determine how the superseded data were derived.
 BT2268
 BT2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6797099399(NAD 83)
 BT2268_MARKER: A = ALUMINUM MARKER
 BT2268_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2268_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2268_STAMPING: 224 DSC 1988
 BT2268_MARK LOGO: GA-095
 BT2268_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2268+STABILITY: POSITION/ELEVATION WELL
 BT2268
 BT2268  HISTORY     - Date     Condition        Report By
 BT2268  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2268
 BT2268                          STATION DESCRIPTION
 BT2268
 BT2268'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2268'MARK LOCATED IN NORTH ALBANY, DOUGHERTY COUNTY, GEORGIA. MARK IS
 BT2268'AZIMUTH MARK FOR GPS STATION---G 225 DSC 1988.
 BT2268'TO REACH MARK FROM JUNCTION OF SLAPPEY BLVD (US HIGHWAY 19) AND SIXTH
 BT2268'AVENUE, GO NORTH ON SLAPPEY BLVD FOR 0.3 MI (0.48 KM) TO MARK ON
 BT2268'RIGHT IN EAST RIGHT-OF-WAY AT JUNCTION OF NINTH AVENUE.
 BT2268'MARK IS 34.9 FT (10.64 M) SOUTHEAST OF CENTERLINE SLAPPEY BLVD
 BT2268'NORTHBOUND, 24.3 FT (7.41 M) NORTHEAST OF CENTERLINE NINTH AVENUE,
 BT2268'17.9 FT (5.46 M) NORTHWEST OF METAL LIGHT POLE, 16.7 FT (5.09 M)
 BT2268'SOUTHEAST OF SOUTHEAST PARKING LOT CORNER.
 BT2268'MARK IS AN ALUMINUM DISK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO
 BT2268'REFUSAL AND ENCASED IN A CAST IRON WATER VALVE BOX WITH COVER. COVER
 BT2268'BEING FLUSH WITH GROUND AND ACTUAL DISK BEING ABOUT 0.7 FT (0.21 M)
 BT2268'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0369 ***********************************************************************
 CM0369  DESIGNATION -  224.52
 CM0369  PID         -  CM0369
 CM0369  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM0369  USGS QUAD   -  FORT BENNING (1993)
 CM0369
 CM0369                         *CURRENT SURVEY CONTROL
 CM0369  ___________________________________________________________________
 CM0369* NAD 83(1986)-  32 20 34.     (N)    084 59 35.     (W)     SCALED    
 CM0369* NAVD 88     -        68.371  (meters)     224.31   (feet)  ADJUSTED  
 CM0369  ___________________________________________________________________
 CM0369  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CM0369  DYNAMIC HT  -          68.294 (meters)     224.06  (feet)  COMP
 CM0369  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CM0369
 CM0369  VERT ORDER  -  SECOND    CLASS 0
 CM0369
 CM0369.The horizontal coordinates were scaled from a topographic map and have
 CM0369.an estimated accuracy of +/- 6 seconds.
 CM0369
 CM0369.The orthometric height was determined by differential leveling
 CM0369.and adjusted by the National Geodetic Survey in June 1991..
 CM0369
 CM0369.The geoid height was determined by GEOID03.
 CM0369
 CM0369.The dynamic height is computed by dividing the NAVD 88
 CM0369.geopotential number by the normal gravity value computed on the
 CM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0369.degrees latitude (g = 980.6199 gals.).
 CM0369
 CM0369.The modeled gravity was interpolated from observed gravity values.
 CM0369
 CM0369;                    North         East    Units  Estimated Accuracy
 CM0369;SPC GA W     -   260,020.      622,210.      MT  (+/- 180 meters Scaled)
 CM0369
 CM0369                          SUPERSEDED SURVEY CONTROL
 CM0369
 CM0369  NGVD 29 (??/??/92)   68.392  (m)          224.38   (f) ADJ UNCH    2 0
 CM0369
 CM0369.Superseded values are not recommended for survey control.
 CM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0369.See file dsdata.txt to determine how the superseded data were derived.
 CM0369
 CM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA888802(NAD 83)
 CM0369_MARKER: DD = SURVEY DISK
 CM0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0369_SP_SET: CONCRETE LANDING
 CM0369_STAMPING: 224.52
 CM0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0369
 CM0369  HISTORY     - Date     Condition        Report By
 CM0369  HISTORY     - UNK      MONUMENTED       DOD
 CM0369  HISTORY     - 1944     GOOD             NGS
 CM0369
 CM0369                          STATION DESCRIPTION
 CM0369
 CM0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CM0369'10 MI S FROM COLUMBUS.
 CM0369'IN CHATTAHOOCHEE COUNTY, 10 MILES SOUTH OF COLUMBUS, MUSCOGEE
 CM0369'COUNTY, AT LAWSON FIELD (FORT BENNING), 3.1 FEET NORTHWEST OF THE
 CM0369'NORTHWEST CORNER OF HANGAR 1, AND IN THE TOP OF THE CONCRETE
 CM0369'TAXIWAY.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK, STAMPED
 CM0369'224.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2269 ***********************************************************************
 BT2269  DESIGNATION -  228 DSC
 BT2269  PID         -  BT2269
 BT2269  STATE/COUNTY-  GA/DOUGHERTY
 BT2269  USGS QUAD   -  ALBANY WEST (1988)
 BT2269
 BT2269                         *CURRENT SURVEY CONTROL
 BT2269  ___________________________________________________________________
 BT2269* NAD 83(1994)-  31 36 40.24276(N)    084 12 14.91143(W)     ADJUSTED  
 BT2269* NAVD 88     -        70.866  (meters)     232.50   (feet)  ADJUSTED  
 BT2269  ___________________________________________________________________
 BT2269  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BT2269  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT2269  DYNAMIC HT  -          70.781 (meters)     232.22  (feet)  COMP
 BT2269  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 BT2269
 BT2269  HORZ ORDER  -  SECOND
 BT2269  VERT ORDER  -  SECOND    CLASS II
 BT2269
 BT2269.The horizontal coordinates were established by classical geodetic methods
 BT2269.and adjusted by the National Geodetic Survey in September 1997..
 BT2269.No horizontal observational check was made to the station.
 BT2269
 BT2269.The orthometric height was determined by differential leveling
 BT2269.and adjusted by the National Geodetic Survey in November 1996..
 BT2269
 BT2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2269
 BT2269.The geoid height was determined by GEOID03.
 BT2269
 BT2269.The dynamic height is computed by dividing the NAVD 88
 BT2269.geopotential number by the normal gravity value computed on the
 BT2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2269.degrees latitude (g = 980.6199 gals.).
 BT2269
 BT2269.The modeled gravity was interpolated from observed gravity values.
 BT2269
 BT2269;                    North         East     Units Scale Factor Converg.
 BT2269;SPC GA W     -   178,607.933   696,444.325   MT  0.99990016   -0 01 10.7
 BT2269;SPC GA W     -   585,982.86  2,284,917.76   sFT  0.99990016   -0 01 10.7
 BT2269;UTM  16      - 3,500,732.776   765,239.852   MT  1.00046779   +1 27 58.7
 BT2269
 BT2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2269!SPC GA W     -   0.99999310  x   0.99990016  =   0.99989326
 BT2269!UTM  16      -   0.99999310  x   1.00046779  =   1.00046089
 BT2269
 BT2269                          SUPERSEDED SURVEY CONTROL
 BT2269
 BT2269  NAD 83(1986)-  31 36 40.24875(N)    084 12 14.91770(W) AD(       ) 2
 BT2269
 BT2269.Superseded values are not recommended for survey control.
 BT2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2269.See file dsdata.txt to determine how the superseded data were derived.
 BT2269
 BT2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6524000733(NAD 83)
 BT2269_MARKER: A = ALUMINUM MARKER
 BT2269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2269_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2269_STAMPING: 228 DSC 1988
 BT2269_MARK LOGO: ALBDOU
 BT2269_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2269
 BT2269  HISTORY     - Date     Condition        Report By
 BT2269  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2269  HISTORY     - 19900301 GOOD             HOBBS
 BT2269
 BT2269                          STATION DESCRIPTION
 BT2269
 BT2269'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2269'MARK LOCATED IN NORTH CENTRAL ALBANY, DOUGHERTY COUNTY, GEORGIA. MARK
 BT2269'IS AZIMUTH MARK FOR GPS STATION---G 229 DSC 1988.
 BT2269'MARK IS ALONG EAST SIDE OF NOTTINGHAM WAY, ABOUT 290 FT (88.39 M)
 BT2269'NORTH OF CENTERLINE OF STUART AVENUE, 2 FT (0.61 M) EAST OF BACK CURB
 BT2269', NOTTINGHAM WAY, 20.7 FT (6.31 M) EAST OF CENTERLINE, NOTTINGHAM WAY
 BT2269'.
 BT2269'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL IN CAST IRON
 BT2269'CASING WITH LID, LID BEING FLUSH WITH GROUND AND ACTUAL MARK BEING
 BT2269'ABOUT 0.8 FT (0.24 M) BELOW GROUND SURFACE.
 BT2269
 BT2269                          STATION RECOVERY (1990)
 BT2269
 BT2269'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2269'MARK IS ABOUT 3.5 MILES (5.6 KM) NW OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2269'FOR G 229 DSC 1988, ABOUT 0.8 MILE (1.3 KM) SOUTH ALONG NOTTINGHAM WAY
 BT2269'FROM LEDO RD, 290 FT (88.4 M) NORTH OF STUART AVENUE, 2 FT (0.6 M)
 BT2269'EAST OF BACK CURB FOR NOTTINGHAM WAY, 20.7 FT (6.3 M) EAST OF
 BT2269'NOTTINGHAM WAY CENTERLINE, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO
 BT2269'REFUSAL INSIDE CAST IRON BOX, 0.8 FT (24.4 CM) BELOW GROUND AND LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0674 ***********************************************************************
 DF0674  DESIGNATION -  23 A 11
 DF0674  PID         -  DF0674
 DF0674  STATE/COUNTY-  GA/MORGAN
 DF0674  USGS QUAD   -  SHADY DALE (1985)
 DF0674
 DF0674                         *CURRENT SURVEY CONTROL
 DF0674  ___________________________________________________________________
 DF0674* NAD 83(1986)-  33 26 27.     (N)    083 31 23.     (W)     SCALED    
 DF0674* NAVD 88     -       162.947  (meters)     534.60   (feet)  ADJUSTED  
 DF0674  ___________________________________________________________________
 DF0674  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DF0674  DYNAMIC HT  -         162.773 (meters)     534.03  (feet)  COMP
 DF0674  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DF0674
 DF0674  VERT ORDER  -  SECOND    CLASS 0
 DF0674
 DF0674.The horizontal coordinates were scaled from a topographic map and have
 DF0674.an estimated accuracy of +/- 6 seconds.
 DF0674
 DF0674.The orthometric height was determined by differential leveling
 DF0674.and adjusted by the National Geodetic Survey in June 1991..
 DF0674
 DF0674.The geoid height was determined by GEOID03.
 DF0674
 DF0674.The dynamic height is computed by dividing the NAVD 88
 DF0674.geopotential number by the normal gravity value computed on the
 DF0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0674.degrees latitude (g = 980.6199 gals.).
 DF0674
 DF0674.The modeled gravity was interpolated from observed gravity values.
 DF0674
 DF0674;                    North         East    Units  Estimated Accuracy
 DF0674;SPC GA W     -   381,670.      759,840.      MT  (+/- 180 meters Scaled)
 DF0674
 DF0674                          SUPERSEDED SURVEY CONTROL
 DF0674
 DF0674  NGVD 29 (??/??/92)  163.031  (m)          534.88   (f) ADJ UNCH    2 0
 DF0674
 DF0674.Superseded values are not recommended for survey control.
 DF0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0674.See file dsdata.txt to determine how the superseded data were derived.
 DF0674
 DF0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT654030(NAD 83)
 DF0674_MARKER: DD = SURVEY DISK
 DF0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0674_STAMPING: 23 A 11 534.878
 DF0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0674+STABILITY: SURFACE MOTION
 DF0674
 DF0674  HISTORY     - Date     Condition        Report By
 DF0674  HISTORY     - UNK      MONUMENTED       GAGS
 DF0674  HISTORY     - 1954     GOOD             NGS
 DF0674
 DF0674                          STATION DESCRIPTION
 DF0674
 DF0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0674'1.3 MI SW FROM GODFREY.
 DF0674'THE ORIGINAL DESCRIPTION IS ADEQUATE.  1.3 MILES SOUTHWEST ALONG
 DF0674'THE CENTRAL OF GEORGIA RAILWAY FROM THE STATION AT GODFREY, MORGAN
 DF0674'COUNTY, 0.3 MILE NORTH OF THE PUTNAM-MORGAN COUNTY LINE, 198 FEET
 DF0674'NORTH OF POLE E 50, 4.7 FEET WEST OF THE WEST RAIL, AND SET IN THE
 DF0674'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0673 ***********************************************************************
 DF0673  DESIGNATION -  23 A 12
 DF0673  PID         -  DF0673
 DF0673  STATE/COUNTY-  GA/MORGAN
 DF0673  USGS QUAD   -  SHADY DALE (1985)
 DF0673
 DF0673                         *CURRENT SURVEY CONTROL
 DF0673  ___________________________________________________________________
 DF0673* NAD 83(1986)-  33 26 11.     (N)    083 31 31.     (W)     SCALED    
 DF0673* NAVD 88     -       160.093  (meters)     525.24   (feet)  ADJUSTED  
 DF0673  ___________________________________________________________________
 DF0673  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DF0673  DYNAMIC HT  -         159.922 (meters)     524.68  (feet)  COMP
 DF0673  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 DF0673
 DF0673  VERT ORDER  -  SECOND    CLASS 0
 DF0673
 DF0673.The horizontal coordinates were scaled from a topographic map and have
 DF0673.an estimated accuracy of +/- 6 seconds.
 DF0673
 DF0673.The orthometric height was determined by differential leveling
 DF0673.and adjusted by the National Geodetic Survey in June 1991..
 DF0673
 DF0673.The geoid height was determined by GEOID03.
 DF0673
 DF0673.The dynamic height is computed by dividing the NAVD 88
 DF0673.geopotential number by the normal gravity value computed on the
 DF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0673.degrees latitude (g = 980.6199 gals.).
 DF0673
 DF0673.The modeled gravity was interpolated from observed gravity values.
 DF0673
 DF0673;                    North         East    Units  Estimated Accuracy
 DF0673;SPC GA W     -   381,180.      759,640.      MT  (+/- 180 meters Scaled)
 DF0673
 DF0673                          SUPERSEDED SURVEY CONTROL
 DF0673
 DF0673  NGVD 29 (??/??/92)  160.177  (m)          525.51   (f) ADJ UNCH    2 0
 DF0673
 DF0673.Superseded values are not recommended for survey control.
 DF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0673.See file dsdata.txt to determine how the superseded data were derived.
 DF0673
 DF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT652025(NAD 83)
 DF0673_MARKER: DD = SURVEY DISK
 DF0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0673_STAMPING: 23 A 12 525.514
 DF0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0673+STABILITY: SURFACE MOTION
 DF0673
 DF0673  HISTORY     - Date     Condition        Report By
 DF0673  HISTORY     - UNK      MONUMENTED       GAGS
 DF0673  HISTORY     - 1954     GOOD             NGS
 DF0673
 DF0673                          STATION DESCRIPTION
 DF0673
 DF0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0673'1.6 MI SW FROM GODFREY.
 DF0673'THE ORIGINAL DESCRIPTION IS ADEQUATE.  1.6 MILES SOUTHWEST ALONG
 DF0673'THE CENTRAL OF GEORGIA RAILWAY FROM THE STATION AT GODFREY, MORGAN
 DF0673'COUNTY, ABOUT 615 YARDS NORTH OF MILEPOST M 59 212 FEET NORTH OF
 DF0673'THE PUTNAM-MORGAN COUNTY LINE, 56 FEET SOUTHWEST OF POLE E 48,
 DF0673'13.6 FEET WEST OF THE WEST RAIL, AND SET IN THE TOP OF A CONCRETE
 DF0673'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0492 ***********************************************************************
 DF0492  DESIGNATION -  23 A 2
 DF0492  PID         -  DF0492
 DF0492  STATE/COUNTY-  GA/MORGAN
 DF0492  USGS QUAD   -  MADISON (1985)
 DF0492
 DF0492                         *CURRENT SURVEY CONTROL
 DF0492  ___________________________________________________________________
 DF0492* NAD 83(1986)-  33 35 15.     (N)    083 29 12.     (W)     SCALED    
 DF0492* NAVD 88     -       213.887  (meters)     701.73   (feet)  ADJUSTED  
 DF0492  ___________________________________________________________________
 DF0492  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DF0492  DYNAMIC HT  -         213.660 (meters)     700.98  (feet)  COMP
 DF0492  MODELED GRAV-     979,570.0   (mgal)                       NAVD 88
 DF0492
 DF0492  VERT ORDER  -  SECOND    CLASS 0
 DF0492
 DF0492.The horizontal coordinates were scaled from a topographic map and have
 DF0492.an estimated accuracy of +/- 6 seconds.
 DF0492
 DF0492.The orthometric height was determined by differential leveling
 DF0492.and adjusted by the National Geodetic Survey in June 1991..
 DF0492
 DF0492.The geoid height was determined by GEOID03.
 DF0492
 DF0492.The dynamic height is computed by dividing the NAVD 88
 DF0492.geopotential number by the normal gravity value computed on the
 DF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0492.degrees latitude (g = 980.6199 gals.).
 DF0492
 DF0492.The modeled gravity was interpolated from observed gravity values.
 DF0492
 DF0492;                    North         East    Units  Estimated Accuracy
 DF0492;SPC GA W     -   397,960.      763,120.      MT  (+/- 180 meters Scaled)
 DF0492
 DF0492                          SUPERSEDED SURVEY CONTROL
 DF0492
 DF0492  NGVD 29 (??/??/92)  213.953  (m)          701.94   (f) ADJ UNCH    2 0
 DF0492
 DF0492.Superseded values are not recommended for survey control.
 DF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0492.See file dsdata.txt to determine how the superseded data were derived.
 DF0492
 DF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT692191(NAD 83)
 DF0492_MARKER: DD = SURVEY DISK
 DF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0492_STAMPING: 23 A 2 701.944
 DF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0492+STABILITY: SURFACE MOTION
 DF0492
 DF0492  HISTORY     - Date     Condition        Report By
 DF0492  HISTORY     - UNK      MONUMENTED       GAGS
 DF0492  HISTORY     - 1954     GOOD             NGS
 DF0492
 DF0492                          STATION DESCRIPTION
 DF0492
 DF0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0492'1.2 MI SW FROM MADISON.
 DF0492'LOCATED ABOUT 1.2 MILES SOUTHWEST OF THE RAILROAD STATION IN
 DF0492'MADISON ALONG THE CENTRAL OF GEORGIA RAILROAD, 0.3 MILE NORTHEAST
 DF0492'OF MILEPOST 71, BETWEEN THE MAIN LINE AND A RAILROAD SIDING.  IT
 DF0492'IS 67 YARDS NORTHEAST OF A DIRT ROAD CROSSING, 128 FEET NORTHEAST
 DF0492'OF THE NORTH POINT OF A SWITCH FROG, 7 FEET NORTHWEST OF THE
 DF0492'NORTHWEST RAIL OF THE MAIN LINE AND 4 FEET SOUTHEAST OF THE
 DF0492'SOUTHEAST RAIL OF A SIDE TRACK.  IT IS A STANDARD STATE SURVEY
 DF0492'DISK SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 INCHES BELOW
 DF0492'THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE MAIN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0490 ***********************************************************************
 DF0490  DESIGNATION -  23 A 3
 DF0490  PID         -  DF0490
 DF0490  STATE/COUNTY-  GA/MORGAN
 DF0490  USGS QUAD   -  MADISON (1985)
 DF0490
 DF0490                         *CURRENT SURVEY CONTROL
 DF0490  ___________________________________________________________________
 DF0490* NAD 83(1986)-  33 33 33.     (N)    083 29 28.     (W)     SCALED    
 DF0490* NAVD 88     -       180.646  (meters)     592.67   (feet)  ADJUSTED  
 DF0490  ___________________________________________________________________
 DF0490  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DF0490  DYNAMIC HT  -         180.454 (meters)     592.04  (feet)  COMP
 DF0490  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DF0490
 DF0490  VERT ORDER  -  SECOND    CLASS 0
 DF0490
 DF0490.The horizontal coordinates were scaled from a topographic map and have
 DF0490.an estimated accuracy of +/- 6 seconds.
 DF0490
 DF0490.The orthometric height was determined by differential leveling
 DF0490.and adjusted by the National Geodetic Survey in June 1991..
 DF0490
 DF0490.The geoid height was determined by GEOID03.
 DF0490
 DF0490.The dynamic height is computed by dividing the NAVD 88
 DF0490.geopotential number by the normal gravity value computed on the
 DF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0490.degrees latitude (g = 980.6199 gals.).
 DF0490
 DF0490.The modeled gravity was interpolated from observed gravity values.
 DF0490
 DF0490;                    North         East    Units  Estimated Accuracy
 DF0490;SPC GA W     -   394,820.      762,730.      MT  (+/- 180 meters Scaled)
 DF0490
 DF0490                          SUPERSEDED SURVEY CONTROL
 DF0490
 DF0490  NGVD 29 (??/??/92)  180.716  (m)          592.90   (f) ADJ UNCH    2 0
 DF0490
 DF0490.Superseded values are not recommended for survey control.
 DF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0490.See file dsdata.txt to determine how the superseded data were derived.
 DF0490
 DF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT687160(NAD 83)
 DF0490_MARKER: DD = SURVEY DISK
 DF0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0490_STAMPING: 23 A 3
 DF0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0490+STABILITY: SURFACE MOTION
 DF0490
 DF0490  HISTORY     - Date     Condition        Report By
 DF0490  HISTORY     - UNK      MONUMENTED       GAGS
 DF0490  HISTORY     - 1954     MARK NOT FOUND   NGS
 DF0490
 DF0490                          STATION DESCRIPTION
 DF0490
 DF0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0490'3.2 MI SW FROM MADISON.
 DF0490'AFTER CONSIDERABLE SEARCHING AND DIGGING THIS MARK WAS NOT FOUND.
 DF0490'3.2 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 DF0490'STATION AT MADISON, MORGAN COUNTY, 0.2 MILE NORTHEAST OF MILEPOST
 DF0490'M 69, 160 YARDS NORTHEAST OF A ROAD CROSSING, BETWEEN THE TRACK
 DF0490'AND A 2 FOOT FILL, 6 FEET NORTHWEST OF THE CENTERLINE OF THE
 DF0490'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STATE SURVEY
 DF0490'STANDARD DISK, STAMPED 23 A 3 AND SET IN THE TOP OF A CONCRETE
 DF0490'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1821 ***********************************************************************
 BT1821  DESIGNATION -  23 WLC USGS 1973
 BT1821  PID         -  BT1821
 BT1821  STATE/COUNTY-  GA/MITCHELL
 BT1821  USGS QUAD   -  BRANCHVILLE (1971)
 BT1821
 BT1821                         *CURRENT SURVEY CONTROL
 BT1821  ___________________________________________________________________
 BT1821* NAD 83(1994)-  31 12 24.58112(N)    084 18 33.76125(W)     ADJUSTED  
 BT1821* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 BT1821  ___________________________________________________________________
 BT1821  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BT1821  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BT1821
 BT1821  HORZ ORDER  -  SECOND
 BT1821  VERT ORDER  -  THIRD ? (See Below)
 BT1821
 BT1821.The horizontal coordinates were established by classical geodetic methods
 BT1821.and adjusted by the National Geodetic Survey in September 1997..
 BT1821.No horizontal observational check was made to the station.
 BT1821
 BT1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1821.The vertical order pertains to the NGVD 29 superseded value.
 BT1821
 BT1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1821
 BT1821.The geoid height was determined by GEOID03.
 BT1821
 BT1821;                    North         East     Units Scale Factor Converg.
 BT1821;SPC GA W     -   133,787.609   686,401.307   MT  0.99990228   -0 04 26.2
 BT1821;SPC GA W     -   438,934.85  2,251,968.29   sFT  0.99990228   -0 04 26.2
 BT1821;UTM  16      - 3,455,644.170   756,350.962   MT  1.00041066   +1 23 41.5
 BT1821
 BT1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1821!SPC GA W     -   0.99999722  x   0.99990228  =   0.99989950
 BT1821!UTM  16      -   0.99999722  x   1.00041066  =   1.00040788
 BT1821
 BT1821                          SUPERSEDED SURVEY CONTROL
 BT1821
 BT1821  NAD 83(1986)-  31 12 24.58789(N)    084 18 33.76631(W) AD(       ) 2
 BT1821  NAD 27      -  31 12 23.93185(N)    084 18 34.10060(W) AD(       ) 2
 BT1821  NGVD 29 (07/19/86)   45.3    (m)          149.     (f) LEVELING    3  
 BT1821
 BT1821.Superseded values are not recommended for survey control.
 BT1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1821.See file dsdata.txt to determine how the superseded data were derived.
 BT1821
 BT1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5635155644(NAD 83)
 BT1821_MARKER: A = ALUMINUM MARKER
 BT1821_SETTING: 0 = UNSPECIFIED SETTING
 BT1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1821
 BT1821  HISTORY     - Date     Condition        Report By
 BT1821  HISTORY     - 1973     MONUMENTED       USGS
 BT1821
 BT1821                          STATION DESCRIPTION
 BT1821
 BT1821'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (ILC)
 BT1821'THE STATION 23, WLC (USGS), IS AN ALUMINUM DISK OF THE
 BT1821'U.S. GEOLOGICAL SURVEY, STAMPED WLC 23 1971, AND CEMENTED IN A
 BT1821'DRILL HOLE IN A CONCRETE CULVERT.  IT IS 46 FEET NORTH OF A
 BT1821'10-INCH PINE TREE, 20 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 BT1821'STATE HIGHWAY 97 AND 0.6 FOOT NORTH OF A WITNESS POST.
 BT1821'
 BT1821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 112 AND
 BT1821'97 ABOUT 1 MILE SOUTH OF CAMILLA, GO WEST AND WEST-SOUTHWEST ON
 BT1821'HIGHWAY 97 FOR 5.85 MILES TO THE STATION ON THE LEFT.
 BT1821'
 BT1821'A GEODIMETER TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 BT1821'STATION GREENWOOD, THE DISTANCE BEING 303.678 METERS SOUTHWEST
 BT1821'OF STATION GREENWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2271 ***********************************************************************
 BT2271  DESIGNATION -  230 DSC
 BT2271  PID         -  BT2271
 BT2271  STATE/COUNTY-  GA/DOUGHERTY
 BT2271  USGS QUAD   -  ALBANY WEST (1988)
 BT2271
 BT2271                         *CURRENT SURVEY CONTROL
 BT2271  ___________________________________________________________________
 BT2271* NAD 83(1994)-  31 36 49.00392(N)    084 13 14.20713(W)     ADJUSTED  
 BT2271* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 BT2271  ___________________________________________________________________
 BT2271  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT2271  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BT2271
 BT2271  HORZ ORDER  -  SECOND
 BT2271
 BT2271.The horizontal coordinates were established by classical geodetic methods
 BT2271.and adjusted by the National Geodetic Survey in September 1997..
 BT2271.No horizontal observational check was made to the station.
 BT2271
 BT2271.The orthometric height was scaled from a topographic map.
 BT2271
 BT2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2271
 BT2271.The geoid height was determined by GEOID03.
 BT2271
 BT2271;                    North         East     Units Scale Factor Converg.
 BT2271;SPC GA W     -   178,878.403   694,881.683   MT  0.99990032   -0 01 41.8
 BT2271;SPC GA W     -   586,870.23  2,279,790.99   sFT  0.99990032   -0 01 41.8
 BT2271;UTM  16      - 3,500,962.762   763,669.839   MT  1.00045754   +1 27 27.9
 BT2271
 BT2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2271!SPC GA W     -   0.99999343  x   0.99990032  =   0.99989375
 BT2271!UTM  16      -   0.99999343  x   1.00045754  =   1.00045097
 BT2271
 BT2271                          SUPERSEDED SURVEY CONTROL
 BT2271
 BT2271  NAD 83(1986)-  31 36 49.00998(N)    084 13 14.21330(W) AD(       ) 2
 BT2271
 BT2271.Superseded values are not recommended for survey control.
 BT2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2271.See file dsdata.txt to determine how the superseded data were derived.
 BT2271
 BT2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6367000963(NAD 83)
 BT2271_MARKER: A = ALUMINUM MARKER
 BT2271_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2271_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2271_STAMPING: 230 DSC 1988
 BT2271_MARK LOGO: GA-095
 BT2271_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2271+STABILITY: POSITION/ELEVATION WELL
 BT2271
 BT2271  HISTORY     - Date     Condition        Report By
 BT2271  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2271
 BT2271                          STATION DESCRIPTION
 BT2271
 BT2271'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2271'MARK LOCATED IN CITY OF ALBANY, DOUGHERTY COUNTY, GEORGIA. MARK IS
 BT2271'AZIMUTH MARK FOR GPS STATION---G 231 DSC 1988.
 BT2271'TO REACH MARK FROM JUNCTION OF DAWSON ROAD (US HIGHWAY 82 AND GA
 BT2271'HIGHWAY 50), AND OLD DAWSON ROAD, GO WEST ON OLD DAWSON ROAD FOR 0.3
 BT2271'MI (0.48 KM) TO MARK ON RIGHT.
 BT2271'MARK IS 39.7 FT (12.10 M) NORTH OF CENTERLINE OF OLD DAWSON ROAD, 31.8
 BT2271'FT (9.69 M) SOUTHEAST OF A LIGHT POLE.
 BT2271'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL IN A ROUND
 BT2271'CAST IRON WATER VALVE BOX WITH LID, LID BEING FLUSH WITH GROUND AND
 BT2271'ACTUAL MARK DISK BEING ABOUT 1 FT (0.30 M) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2328 ***********************************************************************
 BT2328  DESIGNATION -  232 DSC
 BT2328  PID         -  BT2328
 BT2328  STATE/COUNTY-  GA/DOUGHERTY
 BT2328  USGS QUAD   -  ALBANY WEST (1988)
 BT2328
 BT2328                         *CURRENT SURVEY CONTROL
 BT2328  ___________________________________________________________________
 BT2328* NAD 83(1994)-  31 32 56.37624(N)    084 11 10.82369(W)     ADJUSTED  
 BT2328* NAVD 88     -        58.983  (meters)     193.51   (feet)  ADJUSTED  
 BT2328  ___________________________________________________________________
 BT2328  X           -     551,079.004 (meters)                     COMP
 BT2328  Y           -  -5,412,436.599 (meters)                     COMP
 BT2328  Z           -   3,317,934.315 (meters)                     COMP
 BT2328  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT2328  ELLIP HEIGHT-          31.92  (meters)          (09/03/97) GPS OBS
 BT2328  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT2328  DYNAMIC HT  -          58.911 (meters)     193.28  (feet)  COMP
 BT2328  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BT2328
 BT2328  HORZ ORDER  -  FIRST
 BT2328  VERT ORDER  -  SECOND    CLASS II
 BT2328  ELLP ORDER  -  FOURTH    CLASS II
 BT2328
 BT2328.The horizontal coordinates were established by GPS observations
 BT2328.and adjusted by the National Geodetic Survey in September 1997..
 BT2328
 BT2328.The orthometric height was determined by differential leveling
 BT2328.and adjusted by the National Geodetic Survey in November 1996..
 BT2328
 BT2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2328
 BT2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2328
 BT2328.The ellipsoidal height was determined by GPS observations
 BT2328.and is referenced to NAD 83.
 BT2328
 BT2328.The geoid height was determined by GEOID03.
 BT2328
 BT2328.The dynamic height is computed by dividing the NAVD 88
 BT2328.geopotential number by the normal gravity value computed on the
 BT2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2328.degrees latitude (g = 980.6199 gals.).
 BT2328
 BT2328.The modeled gravity was interpolated from observed gravity values.
 BT2328
 BT2328;                    North         East     Units Scale Factor Converg.
 BT2328;SPC GA W     -   171,713.123   698,132.158   MT  0.99990004   -0 00 37.1
 BT2328;SPC GA W     -   563,362.14  2,290,455.26   sFT  0.99990004   -0 00 37.1
 BT2328;UTM  16      - 3,493,880.082   767,106.828   MT  1.00048006   +1 28 23.0
 BT2328
 BT2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2328!SPC GA W     -   0.99999499  x   0.99990004  =   0.99989503
 BT2328!UTM  16      -   0.99999499  x   1.00048006  =   1.00047505
 BT2328
 BT2328:                Primary Azimuth Mark                     Grid Az
 BT2328:SPC GA W     -  G 25 NDS                                 348 05 24.6
 BT2328:UTM  16      -  G 25 NDS                                 346 36 24.5
 BT2328
 BT2328|---------------------------------------------------------------------|
 BT2328| PID    Reference Object                     Distance      Geod. Az  |
 BT2328|                                                           dddmmss.s |
 BT2328| BT2329 G 25 NDS                            APPROX. 0.6 KM 3480447.5 |
 BT2328|---------------------------------------------------------------------|
 BT2328
 BT2328                          SUPERSEDED SURVEY CONTROL
 BT2328
 BT2328  NAD 83(1986)-  31 32 56.38233(N)    084 11 10.82975(W) AD(       ) 1
 BT2328  NGVD 29 (03/24/92)   59.1    (m)          194.     (f) GPS OBS        
 BT2328
 BT2328.Superseded values are not recommended for survey control.
 BT2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2328.See file dsdata.txt to determine how the superseded data were derived.
 BT2328
 BT2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6710793880(NAD 83)
 BT2328_MARKER: A = ALUMINUM MARKER
 BT2328_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2328_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2328_STAMPING: 232 DSC 1988
 BT2328_MARK LOGO: ALBDOU
 BT2328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2328+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 BT2328
 BT2328  HISTORY     - Date     Condition        Report By
 BT2328  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2328  HISTORY     - 19890314 GOOD
 BT2328  HISTORY     - 19900301 GOOD             HOBBS
 BT2328
 BT2328                          STATION DESCRIPTION
 BT2328
 BT2328'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2328'STATION LOCATED IN SOUTH ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2328'TO REACH STATION ON OAKRIDGE DRIVE---GA HIGHWAY 234---FROM ITS
 BT2328'INTERSECTION WITH SLAPPEY BOULEVARD, GO WEST ON HIGHWAY 234 FOR 0.45
 BT2328'MI (0.72 KM) TO STATION ON LEFT NEAR OFFICE BUILDING, SOUTH SIDE OF
 BT2328'OAKRIDGE,
 BT2328'STATION IS 8.4 FT (2.56 M) SOUTH OF BACK CURB OF OAKRIDGE DRIVE, 29.6
 BT2328'FT (9.02 M) EAST OF EAST DRIVEWAY TO NUT TREE PECAN COMPANY SHELLING
 BT2328'PLANT, 48.8 FT (14.87 M) EAST-NORTHEAST OF A POWERPOLE, 36.2 FT
 BT2328'(11.03 M) WEST OF CENTERLINE OF DRIVEWAY INTO ADDRESS---1310 OAKRIDGE
 BT2328'DRIVE.
 BT2328'STATION IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 BT2328'ENCASED IN A ROUND CAST IRON CASING WITH LID, LID BEING FLUSH WITH
 BT2328'GROUND AND ACTUAL STATION DISK BEING ABOUT 0.7 FT (0.21 M) BELOW
 BT2328'GROUND SURFACE.
 BT2328
 BT2328                          STATION RECOVERY (1989)
 BT2328
 BT2328'RECOVERED 1989
 BT2328'RECOVERED IN GOOD CONDITION.
 BT2328
 BT2328                          STATION RECOVERY (1990)
 BT2328
 BT2328'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2328'STATION IS ABOUT 2.5 MILES (4.0 KM) SW OF DOWNTOWN ALBANY.  TO REACH
 BT2328'FROM THE JUNCTION OF US BUSINESS 19 SLAPPEY BLVD AND OAKRIDGE RD, GO
 BT2328'WEST ON OAKRIDGE RD FOR 0.45 MI (0.72 KM) TO STATION ON THE LEFT NEAR
 BT2328'OFFICE BUILDING, 8.4 FT (2.6 M) SOUTH OF BACK CURB OF OAKRIDGE DRIVE,
 BT2328'29.6 FT (9.0 M) EAST OF EAST DRIVEWAY TO NUT TREE PECAN COMPANY
 BT2328'SHELLING PLANT, 48.8 FT (14.9 M) ENE OF A POWERPOLE, 36.2 FT (11.0 M)
 BT2328'WEST OF DRIVEWAY INTO 1310 OAKRIDGE RD, A DISK ON ALUMINUM ALLOY ROD
 BT2328'DRIVEN TO REFUSAL INSIDE CAST IRON BOX, 0.7 FT (21.3 CM) BELOW GROUND
 BT2328'AND LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2125 ***********************************************************************
 DF2125  DESIGNATION -  23A 1
 DF2125  PID         -  DF2125
 DF2125  STATE/COUNTY-  GA/MORGAN
 DF2125  USGS QUAD   -  MADISON (1985)
 DF2125
 DF2125                         *CURRENT SURVEY CONTROL
 DF2125  ___________________________________________________________________
 DF2125* NAD 83(1994)-  33 35 22.21109(N)    083 29 22.09441(W)     ADJUSTED  
 DF2125* NAVD 88     -       212.18   (+/-2cm)     696.1    (feet)  VERTCON   
 DF2125  ___________________________________________________________________
 DF2125  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DF2125  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DF2125
 DF2125  HORZ ORDER  -  THIRD
 DF2125  VERT ORDER  -  THIRD ? (See Below)
 DF2125
 DF2125.The horizontal coordinates were established by classical geodetic methods
 DF2125.and adjusted by the National Geodetic Survey in September 1997..
 DF2125
 DF2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2125.The vertical order pertains to the NGVD 29 superseded value.
 DF2125
 DF2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2125
 DF2125.The geoid height was determined by GEOID03.
 DF2125
 DF2125;                    North         East     Units Scale Factor Converg.
 DF2125;SPC GA W     -   398,181.975   762,856.224   MT  0.99994869   +0 22 28.8
 DF2125;SPC GA W     - 1,306,368.70  2,502,804.13   sFT  0.99994869   +0 22 28.8
 DF2125;UTM  17      - 3,719,420.154   268,974.420   MT  1.00025805   -1 22 40.4
 DF2125
 DF2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2125!SPC GA W     -   0.99997113  x   0.99994869  =   0.99991982
 DF2125!UTM  17      -   0.99997113  x   1.00025805  =   1.00022917
 DF2125
 DF2125:                Primary Azimuth Mark                     Grid Az
 DF2125:SPC GA W     -  14A 6                                    021 06 33.5
 DF2125:UTM  17      -  14A 6                                    022 51 42.7
 DF2125
 DF2125|---------------------------------------------------------------------|
 DF2125| PID    Reference Object                     Distance      Geod. Az  |
 DF2125|                                                           dddmmss.s |
 DF2125| DF2138 14A 6                               APPROX.12.3 KM 0212902.3 |
 DF2125| DF2126 MADISON S COTTON OIL RED TANK       455.630 METERS 0834514.6 |
 DF2125| DF3209 23A 1 RM 1                                         10948     |
 DF2125| DF3210 23A 1 RM 2                                         18243     |
 DF2125| DF3208 23A 1 AZ MK                                        2584733.6 |
 DF2125|---------------------------------------------------------------------|
 DF2125
 DF2125                          SUPERSEDED SURVEY CONTROL
 DF2125
 DF2125  NAD 83(1986)-  33 35 22.21728(N)    083 29 22.09336(W) AD(       ) 3
 DF2125  NAD 27      -  33 35 21.76300(N)    083 29 22.48800(W) AD(       ) 3
 DF2125  NGVD 29 (07/19/86)  212.24   (m)          696.3    (f) LEVELING    3  
 DF2125
 DF2125.Superseded values are not recommended for survey control.
 DF2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2125.See file dsdata.txt to determine how the superseded data were derived.
 DF2125
 DF2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6897419420(NAD 83)
 DF2125_MARKER: DD = SURVEY DISK
 DF2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2125
 DF2125  HISTORY     - Date     Condition        Report By
 DF2125  HISTORY     - 1935     MONUMENTED       GAGS
 DF2125  HISTORY     - 1954     MARK NOT FOUND   CGS
 DF2125
 DF2125                          STATION DESCRIPTION
 DF2125
 DF2125'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF2125'ABOUT 1.3 MILES WEST-SOUTHWEST OF MADISON, ON RIGHT-OF-WAY OF
 DF2125'CENTRAL OF GEORGIA RAILWAY, 234 FEET NORTH-NORTHEAST OF NORTHEAST
 DF2125'CORNER OF LARGE BARN WITH 10 VENTILATORS AND 37 FEET SOUTH OF SOUTH
 DF2125'RAIL OF TRACK.  TO REACH FROM POST OFFICE AT MADISON, FOLLOW STATE
 DF2125'HIGHWAY 12 SOUTHWEST FOR 1.35 MILES TO RAILWAY CROSSING AND JONES
 DF2125'SERVICE STATION.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO WHITE
 DF2125'HOUSE.  TURN RIGHT INTO DRIVEWAY JUST BEYOND HOUSE FOR 0.1 MILE TO
 DF2125'LARGE BARN ON LEFT AND CONTINUE 100 YARDS ALONG FOOTPATH (JUST
 DF2125'BEFORE REACHING TRACKS) TO STATION.  STATION IS A STATE SURVEY
 DF2125'STANDARD DISK SET IN TOP OF 6-INCH CONCRETE CYLINDER PROJECTING
 DF2125'ABOUT 2 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 DF2125'ROUND
 DF2125'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES,
 DF2125'IS ABOUT 4 FEET LOWER THAN STATION, 23 YARDS SOUTH OF SOUTH RAIL OF
 DF2125'TRACKS AND 95.82 FEET (SLOPE) EAST-SOUTHEAST OF STATION S 70 DEG
 DF2125'12 MIN E.  NO. 2 PROJECTS ABOUT 3 INCHES, IS 42 YARDS
 DF2125'NORTHEAST OF NORTHEAST CORNER OF LARGE BARN WITH 10 VENTILATORS, 8
 DF2125'YARDS WEST-NORTHWEST OF NORTHWEST CORNER OF SMALL HOUSE ABOUT 8
 DF2125'INCHES HIGHER THAN STATION AND 127.08 (SLOPE) FEET SOUTH OF STATION
 DF2125'S 2 DEG 43 MIN W.  AZIMUTH MARK PROJECTS ABOUT 6 INCHES,
 DF2125'IS 25 FEET NORTH-NORTHEAST OF CENTER LINE OF HIGHWAY ABOUT 15 FEET
 DF2125'HIGHER THAN STATION AND 150 YARDS WEST OF STATION S 78 DEG 48 MIN W.
 DF2125'7A-58 (GA.GEOD.S.) (SEE DESCRIPTION THEREOF) IS
 DF2125'N 75 DEG 26 MIN W.  7A-58A (GA.GEOD.S.) IS A STATE
 DF2125'SURVEY BRONZE PLUG SET IN CONCRETE IN TOP OF A 1 1/2-INCH PIPE
 DF2125'PROJECTING ABOUT 1 INCH ABOVE A 6-INCH CONCRETE CYLINDER WHICH
 DF2125'PROJECTS ABOUT 10 INCHES ABOVE GROUND, IS ON CENTRAL OF GEORGIA
 DF2125'RAILWAY RIGHT-OF-WAY, 9.5 FEET SOUTH OF SOUTH RAIL OF TRACK AND 37.10
 DF2125'FEET NORTHEAST OF STATION N 46 DEG 33 MIN E.
 DF2125'MADISON, SOUTHERN COTTON OIL CO. RED WATER TANK (SEE DESCRIPTION
 DF2125'THEREOF) IS 250 YARDS EAST OF STATION N 83 DEG 45 MIN E.
 DF2125
 DF2125                          STATION RECOVERY (1954)
 DF2125
 DF2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF2125'THE STATION WAS VISITED.  THE STATION MARK, REFERENCE MARKS 1 AND 2,
 DF2125'AZIMUTH MARK, AND MARK 7A-58A (GA.GEOD.S.) WERE FOUND TO BE
 DF2125'DESTROYED.  NONE OF THE DISKS WERE FOUND.  THE STATION AND REFERENCE
 DF2125'MARKS WERE DESTROYED BY A BULLDOZER HIRED BY MR. RECTOR TO FILL IN A
 DF2125'DEEP GULLY NEAR THE STATION.  THE AZIMUTH MARK WAS DESTROYED WHEN
 DF2125'THE AREA WAS CULTIVATED UP TO THE DITCH LINE OF THE ROAD.  MARK
 DF2125'7A-58A (GA.GEOD.S.) WAS DESTROYED BY CONSTRUCTION ALONG THE
 DF2125'RAILROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0804 ***********************************************************************
 BC0804  DESIGNATION -  24
 BC0804  PID         -  BC0804
 BC0804  STATE/COUNTY-  GA/CAMDEN
 BC0804  USGS QUAD   -  WOODBINE (1993)
 BC0804
 BC0804                         *CURRENT SURVEY CONTROL
 BC0804  ___________________________________________________________________
 BC0804* NAD 83(1986)-  30 56 57.     (N)    081 40 57.     (W)     SCALED    
 BC0804* NAVD 88     -         6.899  (meters)      22.63   (feet)  ADJUSTED  
 BC0804  ___________________________________________________________________
 BC0804  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC0804  DYNAMIC HT  -           6.891 (meters)      22.61  (feet)  COMP
 BC0804  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 BC0804
 BC0804  VERT ORDER  -  SECOND    CLASS 0
 BC0804
 BC0804.The horizontal coordinates were scaled from a topographic map and have
 BC0804.an estimated accuracy of +/- 6 seconds.
 BC0804
 BC0804.The orthometric height was determined by differential leveling
 BC0804.and adjusted by the National Geodetic Survey in June 1991..
 BC0804
 BC0804.The geoid height was determined by GEOID03.
 BC0804
 BC0804.The dynamic height is computed by dividing the NAVD 88
 BC0804.geopotential number by the normal gravity value computed on the
 BC0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0804.degrees latitude (g = 980.6199 gals.).
 BC0804
 BC0804.The modeled gravity was interpolated from observed gravity values.
 BC0804
 BC0804;                    North         East    Units  Estimated Accuracy
 BC0804;SPC GA E     -   105,320.      246,260.      MT  (+/- 180 meters Scaled)
 BC0804
 BC0804                          SUPERSEDED SURVEY CONTROL
 BC0804
 BC0804  NGVD 29 (??/??/92)    7.248  (m)           23.78   (f) ADJ UNCH    2 0
 BC0804
 BC0804.Superseded values are not recommended for survey control.
 BC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0804.See file dsdata.txt to determine how the superseded data were derived.
 BC0804
 BC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ348241(NAD 83)
 BC0804_MARKER: P = PIPE CAP
 BC0804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BC0804_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BC0804_STAMPING: 24 1917
 BC0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0804
 BC0804  HISTORY     - Date     Condition        Report By
 BC0804  HISTORY     - 1917     MONUMENTED       USGS
 BC0804  HISTORY     - 1961     GOOD             NGS
 BC0804
 BC0804                          STATION DESCRIPTION
 BC0804
 BC0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BC0804'2.9 MI E FROM WOODBINE.
 BC0804'0.35 MILE SOUTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC0804'WOODBINE TO ITS JUNCTION WITH BLACKTOPPED ROAD AT A CONCRETE
 BC0804'BLOCK CHURCH ON THE NORTH SIDE AND THE WOODBINE WATER TANK ON
 BC0804'THE SOUTH SIDE, THENCE 0.15 MILE EAST ON THE BLACKTOPPED ROAD
 BC0804'TO ITS END, CROSS SMALL CONCRETE BRIDGE AND CONTINUE EAST FOR
 BC0804'2.40 MILES.  24 FEET EAST OF A Y INTERSECTION, 13 FEET NORTH
 BC0804'OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF AN 8 INCH PINE
 BC0804'TREE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  BRONZE CAP
 BC0804'RIVETED TO THE TOP OF A 3 INCH IRON PIPE, PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0358 ***********************************************************************
 CK0358  DESIGNATION -  24
 CK0358  PID         -  CK0358
 CK0358  STATE/COUNTY-  GA/CHATHAM
 CK0358  USGS QUAD   -  MELDRIM SE (1976)
 CK0358
 CK0358                         *CURRENT SURVEY CONTROL
 CK0358  ___________________________________________________________________
 CK0358* NAD 83(1986)-  32 07 23.     (N)    081 16 44.     (W)     SCALED    
 CK0358* NAVD 88     -         7.047  (meters)      23.12   (feet)  ADJUSTED  
 CK0358  ___________________________________________________________________
 CK0358  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 CK0358  DYNAMIC HT  -           7.039 (meters)      23.09  (feet)  COMP
 CK0358  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CK0358
 CK0358  VERT ORDER  -  FIRST     CLASS II
 CK0358
 CK0358.The horizontal coordinates were scaled from a topographic map and have
 CK0358.an estimated accuracy of +/- 6 seconds.
 CK0358
 CK0358.The orthometric height was determined by differential leveling
 CK0358.and adjusted by the National Geodetic Survey in June 1991..
 CK0358
 CK0358.The geoid height was determined by GEOID03.
 CK0358
 CK0358.The dynamic height is computed by dividing the NAVD 88
 CK0358.geopotential number by the normal gravity value computed on the
 CK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0358.degrees latitude (g = 980.6199 gals.).
 CK0358
 CK0358.The modeled gravity was interpolated from observed gravity values.
 CK0358
 CK0358;                    North         East    Units  Estimated Accuracy
 CK0358;SPC GA E     -   235,710.      283,770.      MT  (+/- 180 meters Scaled)
 CK0358
 CK0358                          SUPERSEDED SURVEY CONTROL
 CK0358
 CK0358  NGVD 29 (03/21/89)    7.307  (m)           23.97   (f) ADJUSTED    1 2
 CK0358
 CK0358.Superseded values are not recommended for survey control.
 CK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0358.See file dsdata.txt to determine how the superseded data were derived.
 CK0358
 CK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR736541(NAD 83)
 CK0358_MARKER: P = PIPE CAP
 CK0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0358_STAMPING: 23.986 24 1918
 CK0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0358
 CK0358  HISTORY     - Date     Condition        Report By
 CK0358  HISTORY     - 1918     MONUMENTED       USGS
 CK0358  HISTORY     - 1955     GOOD             NGS
 CK0358  HISTORY     - 1989     GOOD             USPSQD
 CK0358  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 CK0358  HISTORY     - 20021214 GOOD             USPSQD
 CK0358
 CK0358                          STATION DESCRIPTION
 CK0358
 CK0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0358'1.3 MI E FROM BLOOMINGDALE.
 CK0358'ABOUT 1.3 MILES EAST ALONG THE CENTRAL GEORGIA RAILWAY FROM THE
 CK0358'FLAG STATION AT BLOOMINGDALE, ABOUT 0.25 MILE WEST OF CROSSING
 CK0358'OF WILD CAT DAM ROAD, ABOUT 0.25 MILE WEST OF ST. JOHN CHURCH
 CK0358'(A CONCRETE BLOCK BUILDING) WHICH IS LOCATED IN SOUTHEAST ANGLE
 CK0358'OF CROSSING, 22 1/2 FEET NORTH OF NORTH RAIL, 18.8 FEET NORTHEAST
 CK0358'OF MILE POST S 11, 32 FEET EAST OF TELEPHONE POLE NO. E 60 WITH
 CK0358'4 GUY WIRES, 2 FEET NORTH-NORTHEAST OF A WHITE WOODEN WITNESS
 CK0358'POST, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND ABOUT FLUSH WITH
 CK0358'GROUND.  NOTE-- THIS MARK IS ABOUT 0.75 MILE NORTHEAST ALONG WILD
 CK0358'CAT DAM ROAD FROM BM T 208 THENCE ABOUT 0.25 MILE WEST ALONG C.
 CK0358'OF G. RY.  BM T 208 IS ABOUT 2.05 MILES WEST ALONG SEABOARD AIR
 CK0358'LINE RAILROAD FROM THE ROAD CROSSING AT WILLIAMS.
 CK0358
 CK0358                          STATION RECOVERY (1989)
 CK0358
 CK0358'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0358'RECOVERED IN GOOD CONDITION.
 CK0358
 CK0358                          STATION RECOVERY (1999)
 CK0358
 CK0358'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK0358'MARK NOT FOUND.
 CK0358
 CK0358                          STATION RECOVERY (2002)
 CK0358
 CK0358'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 CK0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0876 ***********************************************************************
 BR0876  DESIGNATION -  24 CWH
 BR0876  PID         -  BR0876
 BR0876  STATE/COUNTY-  GA/WAYNE
 BR0876  USGS QUAD   -  JESUP NW (1988)
 BR0876
 BR0876                         *CURRENT SURVEY CONTROL
 BR0876  ___________________________________________________________________
 BR0876* NAD 83(1994)-  31 41 46.93399(N)    081 58 57.07769(W)     ADJUSTED  
 BR0876* NAVD 88     -        45.92   (+/-2cm)     150.7    (feet)  VERTCON   
 BR0876  ___________________________________________________________________
 BR0876  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 BR0876  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 BR0876
 BR0876  HORZ ORDER  -  SECOND
 BR0876  VERT ORDER  -  THIRD (See Below)
 BR0876
 BR0876.The horizontal coordinates were established by classical geodetic methods
 BR0876.and adjusted by the National Geodetic Survey in September 1997..
 BR0876.No horizontal observational check was made to the station.
 BR0876
 BR0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0876.The vertical order pertains to the NGVD 29 superseded value.
 BR0876
 BR0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0876
 BR0876.The geoid height was determined by GEOID03.
 BR0876
 BR0876;                    North         East     Units Scale Factor Converg.
 BR0876;SPC GA E     -   188,067.272   217,455.813   MT  0.99990376   +0 05 48.3
 BR0876;SPC GA E     -   617,017.37    713,436.28   sFT  0.99990376   +0 05 48.3
 BR0876;UTM  17      - 3,507,200.955   406,889.002   MT  0.99970692   -0 30 58.6
 BR0876
 BR0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0876!SPC GA E     -   0.99999738  x   0.99990376  =   0.99990114
 BR0876!UTM  17      -   0.99999738  x   0.99970692  =   0.99970430
 BR0876
 BR0876                          SUPERSEDED SURVEY CONTROL
 BR0876
 BR0876  NAD 83(1986)-  31 41 46.93481(N)    081 58 57.08047(W) AD(       ) 2
 BR0876  NGVD 29 (09/27/88)   46.18   (m)          151.5    (f) LEVELING    3  
 BR0876
 BR0876.Superseded values are not recommended for survey control.
 BR0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0876.See file dsdata.txt to determine how the superseded data were derived.
 BR0876
 BR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0688907201(NAD 83)
 BR0876_MARKER: DD = SURVEY DISK
 BR0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0876+STABILITY: SURFACE MOTION
 BR0876
 BR0876  HISTORY     - Date     Condition        Report By
 BR0876  HISTORY     - 1985     MONUMENTED       GADT
 BR0876
 BR0876                          STATION DESCRIPTION
 BR0876
 BR0876'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 BR0876'THE STATION IS LOCATED 5.5 KM (3.4 MI) NORTHEAST OF ODUM, 14.2 KM
 BR0876'(8.8 MI) NORTHWEST OF JESUP, AND 20.6 KM (12.8 MI) EAST OF SURRENCY.
 BR0876'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0876'
 BR0876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BR0876'ROUTE 27) AND CHURCH STREET AT THE CAUTION LIGHT IN ODUM, GO
 BR0876'SOUTHEAST ALONG U.,S. HIGHWAY 341 (STATE ROUTE 27) FOR 0.15 KM (0.1
 BR0876'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 116 TO THE RIGHT AND
 BR0876'TILMAN STREET (CALLED IN THE CITY MAP ALMOND STREET) TO THE LEFT.
 BR0876'TURN LEFT GOING NORTH ALONG TILMAN STREET FOR 0.25 KM (0.15 MI) TO
 BR0876'ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91922 (WALTER
 BR0876'GRIFFIS ROAD) CROSSING.  TURN RIGHT GOING NORTHEAST ALONG WALTER
 BR0876'GRIFFIS ROAD FOR 2 KM (1.25 MI) TO THE JUNCTION OF TANK ROAD
 BR0876'CROSSING.  CONTINUE GOING NORTHEAST ALONG WALTER GRIFFIS ROAD FOR
 BR0876'1.95 KM (1.2 MI) TO A NARROW BRIDGE OVER GOOSE CREEK.  CONTINUE
 BR0876'GOING NORTHEAST ALONG WALTER GRIFFIS ROAD FOR 0.8 KM (0.5 MI) TO
 BR0876'THE JUNCTION OF DIRT COUNTY ROAD 89 REVERSE FORKING TO THE LEFT.
 BR0876'ONTINUE GOING WEST ALONG WALTER GRIFFIS ROAD FOR 0.9 KM (0.55 MI)
 BR0876'TO THE JUNCTION OF COUNTY ROAD 90 AND THE STATION ON THE LEFT.
 BR0876'
 BR0876'THE STATION IS A STANDARD USGS BENCH MARK DISK
 BR0876'STAMPED---24 CWH 1970 152---,
 BR0876'SET INTO THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 5 CM BELOW
 BR0876'THE SURFACE OF THE GROUND.
 BR0876'IT IS LOCATED
 BR0876'15.8 METERS (52 FT) NORTH FROM THE CENTERLINE OF WALTER GRIFFIS
 BR0876'ROAD,
 BR0876'8.5 METERS (28 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD 90,
 BR0876'26.5 METERS (87 FT) EAST FROM THE SOUTHEAST CORNER OF A BARN, AND
 BR0876'0.75 METERS (2.5 FT) WEST FROM A TELEPHONE POLE WITH UTILITY LIGHT
 BR0876'ATTACHED.
 BR0876'
 BR0876'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0876'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7120 ***********************************************************************
 AB7120  DESIGNATION -  24 DRM
 AB7120  PID         -  AB7120
 AB7120  STATE/COUNTY-  GA/DOUGHERTY
 AB7120  USGS QUAD   -  ALBANY EAST (1988)
 AB7120
 AB7120                         *CURRENT SURVEY CONTROL
 AB7120  ___________________________________________________________________
 AB7120* NAD 83(1986)-  31 32 01.     (N)    084 05 40.     (W)     SCALED    
 AB7120* NAVD 88     -        57.818  (meters)     189.69   (feet)  ADJUSTED  
 AB7120  ___________________________________________________________________
 AB7120  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB7120  DYNAMIC HT  -          57.748 (meters)     189.46  (feet)  COMP
 AB7120  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 AB7120
 AB7120  VERT ORDER  -  SECOND    CLASS II
 AB7120
 AB7120.The horizontal coordinates were scaled from a topographic map and have
 AB7120.an estimated accuracy of +/- 6 seconds.
 AB7120
 AB7120.The orthometric height was determined by differential leveling
 AB7120.and adjusted by the National Geodetic Survey in November 1996..
 AB7120
 AB7120.The geoid height was determined by GEOID03.
 AB7120
 AB7120.The dynamic height is computed by dividing the NAVD 88
 AB7120.geopotential number by the normal gravity value computed on the
 AB7120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7120.degrees latitude (g = 980.6199 gals.).
 AB7120
 AB7120.The modeled gravity was interpolated from observed gravity values.
 AB7120
 AB7120;                    North         East    Units  Estimated Accuracy
 AB7120;SPC GA W     -   170,010.      706,860.      MT  (+/- 180 meters Scaled)
 AB7120
 AB7120                          SUPERSEDED SURVEY CONTROL
 AB7120
 AB7120.No superseded survey control is available for this station.
 AB7120
 AB7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV758924(NAD 83)
 AB7120_MARKER: A = ALUMINUM MARKER
 AB7120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7120_SP_SET: HEADWALL
 AB7120_STAMPING: 24 DRM 1988
 AB7120_MARK LOGO: ALBDOU
 AB7120_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7120+STABILITY: SURFACE MOTION
 AB7120
 AB7120  HISTORY     - Date     Condition        Report By
 AB7120  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7120  HISTORY     - 19900301 GOOD             HOBBS
 AB7120
 AB7120                          STATION DESCRIPTION
 AB7120
 AB7120'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7120'MARK IS ABOUT 4 MI (6.4 KM) SE OF ALBANY, 0.5 MI (0.8 KM) SE ALONG
 AB7120'STATE ROUTE 133 (MOULTRIE ROAD) FROM THE JUNCTION OF HOLLEY ROAD TO
 AB7120'THE SW AND MOCK ROAD TO NE, ABOUT 80 FT (24.4 M) SOUTH OF PECAN LANE
 AB7120'AND MOULTRIE ROAD INTERSECTION, IN NORTHWEST END TOP OF HIGH HEADWALL,
 AB7120'21.5 FT (6.6 M) SOUTHWEST OF C/L MOULTRIE ROAD, 23 FT (7.0 M)
 AB7120'SOUTHEAST C/L DIRT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0180 ***********************************************************************
 BR0180  DESIGNATION -  24 MC
 BR0180  PID         -  BR0180
 BR0180  STATE/COUNTY-  GA/GLYNN
 BR0180  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR0180
 BR0180                         *CURRENT SURVEY CONTROL
 BR0180  ___________________________________________________________________
 BR0180* NAD 83(1986)-  31 13 40.     (N)    081 30 56.     (W)     SCALED    
 BR0180* NAVD 88     -         7.109  (meters)      23.32   (feet)  ADJUSTED  
 BR0180  ___________________________________________________________________
 BR0180  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 BR0180  DYNAMIC HT  -           7.100 (meters)      23.29  (feet)  COMP
 BR0180  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BR0180
 BR0180  VERT ORDER  -  FIRST     CLASS II
 BR0180
 BR0180.The horizontal coordinates were scaled from a topographic map and have
 BR0180.an estimated accuracy of +/- 6 seconds.
 BR0180
 BR0180.The orthometric height was determined by differential leveling
 BR0180.and adjusted by the National Geodetic Survey in June 1991..
 BR0180
 BR0180.The geoid height was determined by GEOID03.
 BR0180
 BR0180.The dynamic height is computed by dividing the NAVD 88
 BR0180.geopotential number by the normal gravity value computed on the
 BR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0180.degrees latitude (g = 980.6199 gals.).
 BR0180
 BR0180.The modeled gravity was interpolated from observed gravity values.
 BR0180
 BR0180;                    North         East    Units  Estimated Accuracy
 BR0180;SPC GA E     -   136,280.      262,030.      MT  (+/- 180 meters Scaled)
 BR0180
 BR0180                          SUPERSEDED SURVEY CONTROL
 BR0180
 BR0180  NGVD 29 (??/??/92)    7.407  (m)           24.30   (f) ADJ UNCH    1 2
 BR0180
 BR0180.Superseded values are not recommended for survey control.
 BR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0180.See file dsdata.txt to determine how the superseded data were derived.
 BR0180
 BR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ508549(NAD 83)
 BR0180_MARKER: P = PIPE CAP
 BR0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0180_STAMPING: 24 MC 24.482 MOREHED 1899
 BR0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0180
 BR0180  HISTORY     - Date     Condition        Report By
 BR0180  HISTORY     - 1899     MONUMENTED       USGS
 BR0180  HISTORY     - 1956     GOOD             NGS
 BR0180  HISTORY     - 1964     GOOD             USDA
 BR0180
 BR0180                          STATION DESCRIPTION
 BR0180
 BR0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0180'AT SOUTHERN JUNCTION.
 BR0180'AT SOUTHERN JUNCTION, 439 FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING
 BR0180'OF NORTHWEST-SOUTHEAST BLACK TOP ROAD AND THE SOUTHERN RAILWAY, 20
 BR0180'FEET EAST-NORTHEAST OF NEAR RAIL OF SOU. RY., 175 FEET NORTH AND
 BR0180'ACROSS SOU. RY. FROM SWITCH STAND AT CONNECTION BETWEEN THE SOUTHERN
 BR0180'RAILWAY AND THE ATLANTIC COAST LINE RAILROAD, 92 FEET NORTHEAST OF
 BR0180'A SIGN POST SOUTHERN JUNCTION, 38 1/2 FEET NORTHEAST AND ACROSS SOU.
 BR0180'RY. FROM THE NORTHEAST RAIL OF THE A.C.L. RR, ABOUT 1 FOOT ABOVE
 BR0180'LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING 4 INCHES.
 BR0180
 BR0180                          STATION RECOVERY (1964)
 BR0180
 BR0180'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964
 BR0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0427 ***********************************************************************
 BS0427  DESIGNATION -  244 MC
 BS0427  PID         -  BS0427
 BS0427  STATE/COUNTY-  GA/APPLING
 BS0427  USGS QUAD   -  HAZLEHURST SOUTH (1971)
 BS0427
 BS0427                         *CURRENT SURVEY CONTROL
 BS0427  ___________________________________________________________________
 BS0427* NAD 83(1986)-  31 49 53.     (N)    082 30 06.     (W)     SCALED    
 BS0427* NAVD 88     -        74.190  (meters)     243.41   (feet)  ADJUSTED  
 BS0427  ___________________________________________________________________
 BS0427  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BS0427  DYNAMIC HT  -          74.104 (meters)     243.12  (feet)  COMP
 BS0427  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 BS0427
 BS0427  VERT ORDER  -  FIRST     CLASS II
 BS0427
 BS0427.The horizontal coordinates were scaled from a topographic map and have
 BS0427.an estimated accuracy of +/- 6 seconds.
 BS0427
 BS0427.The orthometric height was determined by differential leveling
 BS0427.and adjusted by the National Geodetic Survey in June 1991..
 BS0427
 BS0427.The geoid height was determined by GEOID03.
 BS0427
 BS0427.The dynamic height is computed by dividing the NAVD 88
 BS0427.geopotential number by the normal gravity value computed on the
 BS0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0427.degrees latitude (g = 980.6199 gals.).
 BS0427
 BS0427.The modeled gravity was interpolated from observed gravity values.
 BS0427
 BS0427;                    North         East    Units  Estimated Accuracy
 BS0427;SPC GA E     -   203,070.      168,290.      MT  (+/- 180 meters Scaled)
 BS0427
 BS0427                          SUPERSEDED SURVEY CONTROL
 BS0427
 BS0427  NGVD 29 (??/??/92)   74.436  (m)          244.21   (f) ADJ UNCH    1 2
 BS0427
 BS0427.Superseded values are not recommended for survey control.
 BS0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0427.See file dsdata.txt to determine how the superseded data were derived.
 BS0427
 BS0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR578227(NAD 83)
 BS0427_MARKER: P = PIPE CAP
 BS0427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BS0427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BS0427_STAMPING: ELEV 243.418 244 MC MORE HEAD 1898
 BS0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0427
 BS0427  HISTORY     - Date     Condition        Report By
 BS0427  HISTORY     - 1898     MONUMENTED       USGS
 BS0427  HISTORY     - 1935     GOOD             NGS
 BS0427  HISTORY     - 1961     MARK NOT FOUND   NGS
 BS0427
 BS0427                          STATION DESCRIPTION
 BS0427
 BS0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BS0427'AT GRAHAM.
 BS0427'AT GRAHAM, APPLING COUNTY, ON THE SOUTHERN RAILWAY, 82 FEET EAST
 BS0427'OF THE STATION, 79 FEET WEST OF MILEPOST 348, 23.5 FEET SOUTH
 BS0427'OF THE SOUTH RAIL OF THE MAIN TRACK, 1/2 FOOT LOWER THAN THE
 BS0427'RAIL, AND ABOUT 3 INCHES UNDER GROUND.  A UNITED STATES GEOLOGICAL
 BS0427'SURVEY STANDARD CAP, STAMPED ELEV 243.418 244 MC MOREHEAD 1898
 BS0427'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BS0427
 BS0427                          STATION RECOVERY (1961)
 BS0427
 BS0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BS0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2414 ***********************************************************************
 DE2414  DESIGNATION -  25 WHC
 DE2414  PID         -  DE2414
 DE2414  STATE/COUNTY-  GA/BURKE
 DE2414  USGS QUAD   -  ALEXANDER (1989)
 DE2414
 DE2414                         *CURRENT SURVEY CONTROL
 DE2414  ___________________________________________________________________
 DE2414* NAD 83(1986)-  33 07 24.     (N)    081 46 44.     (W)     SCALED    
 DE2414* NAVD 88     -        52.147  (meters)     171.09   (feet)  ADJUSTED  
 DE2414  ___________________________________________________________________
 DE2414  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 DE2414  DYNAMIC HT  -          52.090 (meters)     170.90  (feet)  COMP
 DE2414  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 DE2414
 DE2414  VERT ORDER  -  FIRST     CLASS II
 DE2414
 DE2414.The horizontal coordinates were scaled from a topographic map and have
 DE2414.an estimated accuracy of +/- 6 seconds.
 DE2414
 DE2414.The orthometric height was determined by differential leveling
 DE2414.and adjusted by the National Geodetic Survey in June 1991..
 DE2414
 DE2414.The geoid height was determined by GEOID03.
 DE2414
 DE2414.The dynamic height is computed by dividing the NAVD 88
 DE2414.geopotential number by the normal gravity value computed on the
 DE2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE2414.degrees latitude (g = 980.6199 gals.).
 DE2414
 DE2414.The modeled gravity was interpolated from observed gravity values.
 DE2414
 DE2414;                    North         East    Units  Estimated Accuracy
 DE2414;SPC GA E     -   346,350.      236,190.      MT  (+/- 180 meters Scaled)
 DE2414
 DE2414                          SUPERSEDED SURVEY CONTROL
 DE2414
 DE2414.No superseded survey control is available for this station.
 DE2414
 DE2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS273652(NAD 83)
 DE2414_MARKER: DB = BENCH MARK DISK
 DE2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2414_SP_SET: CONCRETE POST
 DE2414_STAMPING: 25 WHC 1961 172
 DE2414_MARK LOGO: USGS  
 DE2414_PROJECTION: PROJECTING 8 CENTIMETERS
 DE2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2414+STABILITY: SURFACE MOTION
 DE2414
 DE2414  HISTORY     - Date     Condition        Report By
 DE2414  HISTORY     - 1961     MONUMENTED       USGS
 DE2414  HISTORY     - 1983     GOOD             GAPC
 DE2414
 DE2414                          STATION DESCRIPTION
 DE2414
 DE2414'DESCRIBED BY GEORGIA POWER COMPANY 1983
 DE2414'15.25 MI SE FROM MCBEAN.
 DE2414'0.3 MI SOUTH ALONG STATE HIGHWAY 56 FROM THE CROSSING OF THE CENTRAL
 DE2414'OF GEORGIA RAILWAY AT MCBEAN TO THE JUNCTION OF RIVER ROAD (ALSO
 DE2414'STATE HIGHWAY 56 SPUR TO STATE HIGHWAY 80) LEADING EAST (LEFT) TO
 DE2414'VOGTLE ELECTRIC GENERATING PLANT, THENCE ABOUT 14.5 MI SOUTHEAST
 DE2414'ALONG RIVER ROAD TO THE TRAFFIC SIGNALS AT THE JUNCTION OF THE MAIN
 DE2414'ENTRANCE ROAD LEADING NORTHEAST INTO VOGTLE ELECTRIC GENERATING PLANT
 DE2414'AND A PAVED COUNTY MAINTAINED ROAD LEADING SOUTHWEST, THENCE ABOUT
 DE2414'0.45 MI SOUTHWEST (RIGHT) ALONG THE PAVED COUNTY MAINTAINED ROAD,
 DE2414'ACROSS THE ROAD FROM THE JUNCTION OF AN UNPAVED COUNTY MAINTAINED
 DE2414'ROAD LEADING WEST, AT MURPHEY EBENEZER BAPTIST CHURCH, 39 FT
 DE2414'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 59 FT NORTH OF THE WEST
 DE2414'CORNER OF THE CONCRETE BLOCK CHURCH BUILDING, AND 27.5 FT SOUTHWEST
 DE2414'OF A SERVICE POLE WITH TRANSFORMER AND LIGHT.
 DE2414'THE MARK IS 4 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1078 ***********************************************************************
 CK1078  DESIGNATION -  252
 CK1078  PID         -  CK1078
 CK1078  STATE/COUNTY-  GA/JENKINS
 CK1078  USGS QUAD   -  PERKINS (1978)
 CK1078
 CK1078                         *CURRENT SURVEY CONTROL
 CK1078  ___________________________________________________________________
 CK1078* NAD 83(1986)-  32 55 24.     (N)    081 57 19.     (W)     SCALED    
 CK1078* NAVD 88     -        76.780  (meters)     251.90   (feet)  ADJUSTED  
 CK1078  ___________________________________________________________________
 CK1078  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK1078  DYNAMIC HT  -          76.695 (meters)     251.62  (feet)  COMP
 CK1078  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CK1078
 CK1078  VERT ORDER  -  FIRST     CLASS II
 CK1078
 CK1078.The horizontal coordinates were scaled from a topographic map and have
 CK1078.an estimated accuracy of +/- 6 seconds.
 CK1078
 CK1078.The orthometric height was determined by differential leveling
 CK1078.and adjusted by the National Geodetic Survey in June 1991..
 CK1078
 CK1078.The geoid height was determined by GEOID03.
 CK1078
 CK1078.The dynamic height is computed by dividing the NAVD 88
 CK1078.geopotential number by the normal gravity value computed on the
 CK1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1078.degrees latitude (g = 980.6199 gals.).
 CK1078
 CK1078.The modeled gravity was interpolated from observed gravity values.
 CK1078
 CK1078;                    North         East    Units  Estimated Accuracy
 CK1078;SPC GA E     -   324,120.      219,770.      MT  (+/- 180 meters Scaled)
 CK1078
 CK1078                          SUPERSEDED SURVEY CONTROL
 CK1078
 CK1078  NGVD 29 (??/??/92)   77.017  (m)          252.68   (f) ADJ UNCH    1 2
 CK1078
 CK1078.Superseded values are not recommended for survey control.
 CK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1078.See file dsdata.txt to determine how the superseded data were derived.
 CK1078
 CK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS106431(NAD 83)
 CK1078_MARKER: P = PIPE CAP
 CK1078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1078_STAMPING: 252.614 252 1918
 CK1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1078
 CK1078  HISTORY     - Date     Condition        Report By
 CK1078  HISTORY     - 1918     MONUMENTED       USGS
 CK1078  HISTORY     - 1960     GOOD             NGS
 CK1078
 CK1078                          STATION DESCRIPTION
 CK1078
 CK1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1078'8.6 MI N FROM MILLEN.
 CK1078'ABOUT 8.55 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1078'THE STATION AT MILLEN, ABOUT 1.0 MILE NORTH-NORTHWEST OF THE
 CK1078'CROSSING OF A BLACK TOP ROAD AT PERKINS, 0.3 MILE NORTH-NORTHWEST
 CK1078'OF MILEPOST S 87, 18.7 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST
 CK1078'RAIL, 52 1/2 FEET EAST OF AND ACROSS THE TRACK FROM MILEAGE POLE
 CK1078'87+9, 41 1/2 FEET SOUTHEAST OF THE CENTER OF A TRAIL ROAD CROSSING,
 CK1078'138.5 FEET SOUTHEAST OF AND ACROSS THE TRACK AND CROSSING ROAD FROM
 CK1078'JENKINS - BURKE COUNTY LINE SIGN, 1.0 FOOT NORTH-NORTHWEST OF A
 CK1078'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 CK1078'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0354 ***********************************************************************
 BR0354  DESIGNATION -  25.5
 BR0354  PID         -  BR0354
 BR0354  STATE/COUNTY-  GA/CAMDEN
 BR0354  USGS QUAD   -  DOVER BLUFF (1993)
 BR0354
 BR0354                         *CURRENT SURVEY CONTROL
 BR0354  ___________________________________________________________________
 BR0354* NAD 83(1986)-  31 05 09.     (N)    081 34 53.     (W)     SCALED    
 BR0354* NAVD 88     -         7.403  (meters)      24.29   (feet)  ADJUSTED  
 BR0354  ___________________________________________________________________
 BR0354  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BR0354  DYNAMIC HT  -           7.394 (meters)      24.26  (feet)  COMP
 BR0354  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 BR0354
 BR0354  VERT ORDER  -  SECOND    CLASS 0
 BR0354
 BR0354.The horizontal coordinates were scaled from a topographic map and have
 BR0354.an estimated accuracy of +/- 6 seconds.
 BR0354
 BR0354.The orthometric height was determined by differential leveling
 BR0354.and adjusted by the National Geodetic Survey in June 1991..
 BR0354
 BR0354.The geoid height was determined by GEOID03.
 BR0354
 BR0354.The dynamic height is computed by dividing the NAVD 88
 BR0354.geopotential number by the normal gravity value computed on the
 BR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0354.degrees latitude (g = 980.6199 gals.).
 BR0354
 BR0354.The modeled gravity was interpolated from observed gravity values.
 BR0354
 BR0354;                    North         East    Units  Estimated Accuracy
 BR0354;SPC GA E     -   120,510.      255,840.      MT  (+/- 180 meters Scaled)
 BR0354
 BR0354                          SUPERSEDED SURVEY CONTROL
 BR0354
 BR0354  NGVD 29 (??/??/92)    7.732  (m)           25.37   (f) ADJ UNCH    2 0
 BR0354
 BR0354.Superseded values are not recommended for survey control.
 BR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0354.See file dsdata.txt to determine how the superseded data were derived.
 BR0354
 BR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ445392(NAD 83)
 BR0354_MARKER: S = SPIKE
 BR0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR0354_SP_SET: SPIKE IN ROAD
 BR0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0354
 BR0354  HISTORY     - Date     Condition        Report By
 BR0354  HISTORY     - UNK      MONUMENTED       USGS
 BR0354  HISTORY     - 1961     GOOD             NGS
 BR0354  HISTORY     - 1969     GOOD             NGS
 BR0354
 BR0354                          STATION DESCRIPTION
 BR0354
 BR0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0354'10.2 MI SE FROM WAVERLY.
 BR0354'6.2 MILES EAST ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BR0354'WAVERLY TO SPRING BLUFF, THENCE 4 MILES SOUTH ON DOVER BLUFF
 BR0354'ROAD.  RAILROAD SPIKE DRIVEN LEVEL WITH THE ROAD IN THE CENTER.
 BR0354'IT IS ALSO THE EXTENDED CENTER LINE OF THE GRADED SAND ROAD
 BR0354'LEADING TO HICKORY BLUFF.
 BR0354
 BR0354                          STATION RECOVERY (1969)
 BR0354
 BR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BR0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1085 ***********************************************************************
 CK1085  DESIGNATION -  257
 CK1085  PID         -  CK1085
 CK1085  STATE/COUNTY-  GA/BURKE
 CK1085  USGS QUAD   -  PERKINS (1978)
 CK1085
 CK1085                         *CURRENT SURVEY CONTROL
 CK1085  ___________________________________________________________________
 CK1085* NAD 83(1986)-  32 58 00.     (N)    081 57 53.     (W)     SCALED    
 CK1085* NAVD 88     -        78.149  (meters)     256.39   (feet)  ADJUSTED  
 CK1085  ___________________________________________________________________
 CK1085  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK1085  DYNAMIC HT  -          78.062 (meters)     256.11  (feet)  COMP
 CK1085  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CK1085
 CK1085  VERT ORDER  -  FIRST     CLASS II
 CK1085
 CK1085.The horizontal coordinates were scaled from a topographic map and have
 CK1085.an estimated accuracy of +/- 6 seconds.
 CK1085
 CK1085.The orthometric height was determined by differential leveling
 CK1085.and adjusted by the National Geodetic Survey in June 1991..
 CK1085
 CK1085.The geoid height was determined by GEOID03.
 CK1085
 CK1085.The dynamic height is computed by dividing the NAVD 88
 CK1085.geopotential number by the normal gravity value computed on the
 CK1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1085.degrees latitude (g = 980.6199 gals.).
 CK1085
 CK1085.The modeled gravity was interpolated from observed gravity values.
 CK1085
 CK1085;                    North         East    Units  Estimated Accuracy
 CK1085;SPC GA E     -   328,920.      218,880.      MT  (+/- 180 meters Scaled)
 CK1085
 CK1085                          SUPERSEDED SURVEY CONTROL
 CK1085
 CK1085  NGVD 29 (??/??/92)   78.384  (m)          257.16   (f) ADJ UNCH    1 2
 CK1085
 CK1085.Superseded values are not recommended for survey control.
 CK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1085.See file dsdata.txt to determine how the superseded data were derived.
 CK1085
 CK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS098480(NAD 83)
 CK1085_MARKER: P = PIPE CAP
 CK1085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK1085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK1085_STAMPING: 257.349 257 1918
 CK1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK1085
 CK1085  HISTORY     - Date     Condition        Report By
 CK1085  HISTORY     - 1918     MONUMENTED       USGS
 CK1085  HISTORY     - 1960     GOOD             NGS
 CK1085
 CK1085                          STATION DESCRIPTION
 CK1085
 CK1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1085'9 MI SE FROM WAYNESBORO.
 CK1085'ABOUT 9.05 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1085'FROM THE STATION AT WAYNESBORO, ABOUT 0.95 MILE NORTH-NORTHWEST
 CK1085'ALONG THE C. OF GA. RY. FROM THE CROSSING OF A BLACK TOP ROAD
 CK1085'AT MUNNERLYN, 0.4 MILE (53 3/4 RAILS) NORTH-NORTHWEST OF MILEPOST
 CK1085'S 90, 41 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, ACROSS THE
 CK1085'TRACK FROM AND BETWEEN MILEAGE POLES 90+12 (ALSO NUMBERED E 58)
 CK1085'AND 90+13, 66 1/2 FEET WEST-NORTHWEST OF TELEPHONE POLE 1641, 106
 CK1085'FEET SOUTHWEST OF TELEPHONE POLE 1640, 31 RAILS NORTH-NORTHWEST
 CK1085'OF THE CENTER OF TRESTLE NO. D 90.2, ABOUT 2 1/2 FEET BELOW THE
 CK1085'LEVEL OF THE TRACK, AND IS RIVETED ON TOP OF A 3 1/2-INCH IRON
 CK1085'PIPE PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0877 ***********************************************************************
 CL0877  DESIGNATION -  259 MC
 CL0877  PID         -  CL0877
 CL0877  STATE/COUNTY-  GA/TWIGGS
 CL0877  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL0877
 CL0877                         *CURRENT SURVEY CONTROL
 CL0877  ___________________________________________________________________
 CL0877* NAD 83(1986)-  32 34 18.     (N)    083 31 08.     (W)     SCALED    
 CL0877* NAVD 88     -        78.798  (meters)     258.52   (feet)  ADJUSTED  
 CL0877  ___________________________________________________________________
 CL0877  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CL0877  DYNAMIC HT  -          78.709 (meters)     258.23  (feet)  COMP
 CL0877  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 CL0877
 CL0877  VERT ORDER  -  FIRST     CLASS II
 CL0877
 CL0877.The horizontal coordinates were scaled from a topographic map and have
 CL0877.an estimated accuracy of +/- 6 seconds.
 CL0877
 CL0877.The orthometric height was determined by differential leveling
 CL0877.and adjusted by the National Geodetic Survey in June 1991..
 CL0877
 CL0877.The geoid height was determined by GEOID03.
 CL0877
 CL0877.The dynamic height is computed by dividing the NAVD 88
 CL0877.geopotential number by the normal gravity value computed on the
 CL0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0877.degrees latitude (g = 980.6199 gals.).
 CL0877
 CL0877.The modeled gravity was interpolated from observed gravity values.
 CL0877
 CL0877;                    North         East    Units  Estimated Accuracy
 CL0877;SPC GA W     -   285,290.      760,820.      MT  (+/- 180 meters Scaled)
 CL0877
 CL0877                          SUPERSEDED SURVEY CONTROL
 CL0877
 CL0877  NGVD 29 (??/??/92)   78.954  (m)          259.03   (f) ADJ UNCH    1 2
 CL0877
 CL0877.Superseded values are not recommended for survey control.
 CL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0877.See file dsdata.txt to determine how the superseded data were derived.
 CL0877
 CL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS635066(NAD 83)
 CL0877_MARKER: DD = SURVEY DISK
 CL0877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL0877_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL0877_STAMPING: 259.081 259 MC MOREHED 1898
 CL0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0877
 CL0877  HISTORY     - Date     Condition        Report By
 CL0877  HISTORY     - 1898     MONUMENTED       USGS
 CL0877  HISTORY     - 1959     GOOD             NGS
 CL0877  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0877
 CL0877                          STATION DESCRIPTION
 CL0877
 CL0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0877'9.4 MI SE FROM HUBER.
 CL0877'ABOUT 9.35 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0877'POST OFFICE AT HUBER, AT ADAMS PARK, AT A DIM DIRT ROAD CROSSING,
 CL0877'16 1/2 FEET EAST OF THE EAST RAIL, ALONG THE EAST WALL OF THE
 CL0877'PLATFORM OF THE OLD ABANDONED STATION, 39 FEET NORTH OF THE CENTER
 CL0877'LINE OF THE CROSSING, 35 1/2 FEET SOUTH OF ADAMS PARK SIGN POST,
 CL0877'19 FEET NORTH OF THE SOUTHEAST CORNER OF THE CONCRETE WALL AROUND
 CL0877'THE OLD PLATFORM WALL, 1/2 FOOT SOUTH OF A STEEL WITNESS POST,
 CL0877'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP
 CL0877'OF A 3 1/2-INCH IRON PIPE 18 INCHES BELOW THE SURFACE OF THE GROUND.
 CL0877
 CL0877                          STATION RECOVERY (1977)
 CL0877
 CL0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2357 ***********************************************************************
 BT2357  DESIGNATION -  26 DRM
 BT2357  PID         -  BT2357
 BT2357  STATE/COUNTY-  GA/DOUGHERTY
 BT2357  USGS QUAD   -  ALBANY EAST (1988)
 BT2357
 BT2357                         *CURRENT SURVEY CONTROL
 BT2357  ___________________________________________________________________
 BT2357* NAD 83(1986)-  31 32 52.     (N)    084 05 48.     (W)     SCALED    
 BT2357* NAVD 88     -        58.226  (meters)     191.03   (feet)  ADJUSTED  
 BT2357  ___________________________________________________________________
 BT2357  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2357  DYNAMIC HT  -          58.156 (meters)     190.80  (feet)  COMP
 BT2357  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BT2357
 BT2357  VERT ORDER  -  SECOND    CLASS I
 BT2357
 BT2357.The horizontal coordinates were scaled from a topographic map and have
 BT2357.an estimated accuracy of +/- 6 seconds.
 BT2357
 BT2357.The orthometric height was determined by differential leveling
 BT2357.and adjusted by the National Geodetic Survey in April 1998..
 BT2357
 BT2357.The geoid height was determined by GEOID03.
 BT2357
 BT2357.The dynamic height is computed by dividing the NAVD 88
 BT2357.geopotential number by the normal gravity value computed on the
 BT2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2357.degrees latitude (g = 980.6199 gals.).
 BT2357
 BT2357.The modeled gravity was interpolated from observed gravity values.
 BT2357
 BT2357;                    North         East    Units  Estimated Accuracy
 BT2357;SPC GA W     -   171,580.      706,650.      MT  (+/- 180 meters Scaled)
 BT2357
 BT2357                          SUPERSEDED SURVEY CONTROL
 BT2357
 BT2357.No superseded survey control is available for this station.
 BT2357
 BT2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV756939(NAD 83)
 BT2357_MARKER: A = ALUMINUM MARKER
 BT2357_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BT2357_SP_SET: RR TRESTLE ABUTMENT WALL
 BT2357_STAMPING: 26 DRM 1988
 BT2357_MARK LOGO: ALBDOU
 BT2357_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2357+STABILITY: SURFACE MOTION
 BT2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2357+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 BT2357
 BT2357  HISTORY     - Date     Condition        Report By
 BT2357  HISTORY     - 1988     MONUMENTED       ALBDOU
 BT2357  HISTORY     - 19900301 GOOD             HOBBS
 BT2357  HISTORY     - 19920715 GOOD             NGS
 BT2357
 BT2357                          STATION DESCRIPTION
 BT2357
 BT2357'DESCRIBED BY ALBANY-DOUGHERTY 1988
 BT2357'MARK LOCATED ALONG RAILROAD SOUTH OF ALBANY JUST WEST OF USMC
 BT2357'LOGISTICS BASE IN DOUGHERTY COUNTY, GEORGIA.
 BT2357'MARK IS ABOUT 400 FT (121.92 M) NORTHWEST OF RAILROAD CROSSING AT MOCK
 BT2357'ROAD, ABOUT 0.1 MI (0.16 KM) SOUTH OF JUNCTION OF MOCK ROAD AND SHORT
 BT2357'ROAD, IN SOUTH END OF RAILROAD TRESTLE, TOP OF SOUTHEAST ABUTMENT
 BT2357'WALL, OVER CANAL FROM USMC LOGISTICS BASE, 0.1 MI (0.16 KM) SOUTHWEST
 BT2357'OF MOCK ROAD.
 BT2357'MARK IS 5.5 FT (1.68 M) EAST OF CENTERLINE OF RAILROAD TRACKS, 3.8 FT
 BT2357'(1.16 M) NORTHWEST OF STEEL POST, 2 FT (0.61 M) SOUTH OF NORTH EDGE
 BT2357'OF CONCRETE ABUTMENT WALL, SET HORIZONTALLY ATOP ABUTMENT WALL.
 BT2357
 BT2357                          STATION RECOVERY (1990)
 BT2357
 BT2357'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2357'MARK IS ABOUT 3 MILES (4.8 KM) SE OF ALBANY AND JUST WEST OF THE USMC
 BT2357'LOGISTICS BASE ALONG RR PROPERTY.  TO REACH FROM THE JUNCTION OF SR
 BT2357'133 (MOULTRIE RD) AND MOCK RD, GO NE ON MOCK RD FOR 0.7 MILE (1.1 KM)
 BT2357'TO A RR CROSSING.  PARK IN THE AREA, THEN WALK ABOUT 400 FT (121.9 M)
 BT2357'NORTHWEST ALONG RAILROAD TO THE MARK IN THE SE END OF TRESTLE OVER
 BT2357'MARINE CORPS CANAL.  MARK IS 5.5 FT (1.7 M) NE OF CENTERLINE OF SINGLE
 BT2357'TRACK, 3.8 FT (1.2 M) NORTHWEST OF STEEL POST, 2 FT (0.6 M) SE OF NW
 BT2357'EDGE OF CONCRETE ABUTMENT.
 BT2357
 BT2357                          STATION RECOVERY (1992)
 BT2357
 BT2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 BT2357'RECOVERED AS DESCRIBED.  USED AS BENCHMARK REPLACEMENT FOR Q 172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1873 ***********************************************************************
 EE1873  DESIGNATION -  26 GWN USGS
 EE1873  PID         -  EE1873
 EE1873  STATE/COUNTY-  GA/MURRAY
 EE1873  USGS QUAD   -  TENNGA (1968)
 EE1873
 EE1873                         *CURRENT SURVEY CONTROL
 EE1873  ___________________________________________________________________
 EE1873* NAD 83(1994)-  34 57 11.73161(N)    084 41 02.65541(W)     ADJUSTED  
 EE1873* NAVD 88     -       360.53   (+/-2cm)    1182.8    (feet)  VERTCON   
 EE1873  ___________________________________________________________________
 EE1873  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 EE1873  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 EE1873
 EE1873  HORZ ORDER  -  SECOND
 EE1873  VERT ORDER  -  THIRD ? (See Below)
 EE1873
 EE1873.The horizontal coordinates were established by classical geodetic methods
 EE1873.and adjusted by the National Geodetic Survey in September 1997..
 EE1873
 EE1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1873.The vertical order pertains to the NGVD 29 superseded value.
 EE1873
 EE1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1873
 EE1873.The geoid height was determined by GEOID03.
 EE1873
 EE1873;                    North         East     Units Scale Factor Converg.
 EE1873;SPC GA W     -   549,361.338   652,744.770   MT  0.99992751   -0 17 47.1
 EE1873;SPC GA W     - 1,802,362.99  2,141,546.80   sFT  0.99992751   -0 17 47.1
 EE1873;UTM  16      - 3,870,309.012   711,472.410   MT  1.00015120   +1 19 38.3
 EE1873
 EE1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1873!SPC GA W     -   0.99994803  x   0.99992751  =   0.99987555
 EE1873!UTM  16      -   0.99994803  x   1.00015120  =   1.00009922
 EE1873
 EE1873                          SUPERSEDED SURVEY CONTROL
 EE1873
 EE1873  NAD 83(1994)-  34 57 11.73451(N)    084 41 02.66060(W) AD(       ) 2
 EE1873  NAD 83(1986)-  34 57 11.73532(N)    084 41 02.66049(W) AD(       ) 2
 EE1873  NAD 27      -  34 57 11.45460(N)    084 41 02.89127(W) AD(       ) 2
 EE1873  NGVD 29 (07/19/86)  360.52   (m)         1182.8    (f) LEVELING    3  
 EE1873
 EE1873.Superseded values are not recommended for survey control.
 EE1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1873.See file dsdata.txt to determine how the superseded data were derived.
 EE1873
 EE1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1147270309(NAD 83)
 EE1873_MARKER: DH = HORIZONTAL CONTROL DISK
 EE1873_SETTING: 0 = UNSPECIFIED SETTING
 EE1873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EE1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1873
 EE1873  HISTORY     - Date     Condition        Report By
 EE1873  HISTORY     - 1978     MONUMENTED       USGS
 EE1873
 EE1873                          STATION DESCRIPTION
 EE1873
 EE1873'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (JRS)
 EE1873'THE STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHEAST
 EE1873'OF CHATSWORTH,
 EE1873'3 MILES EAST OF U.S. HIGHWAY 411,
 EE1873'2 MILES SOUTH OF THE TENNESSEE STATE LINE, AND
 EE1873'ON U.S. GOVERNMENT PROPERTY,
 EE1873'CHATTAHOOCHEE NATIONAL FOREST,
 EE1873'401 OLD ELLIJAY HIGHWAY,
 EE1873'CHATSWORTH, GA 30705.
 EE1873'ATTN. MR. WILLIAM BLACK.
 EE1873'
 EE1873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 411 AND
 EE1873'STATE HIGHWAY 2, ABOUT 13 MILES NORTH OF CHATSWORTH
 EE1873'OR 3-1/2 MILES SOUTH OF THE TENNESSEE STATE LINE, GO
 EE1873'EASTERLY ON HIGHWAY 2 FOR 0.9 MILE TO THE END OF THE
 EE1873'PAVEMENT AT THE MT. SUMACH CHURCH ON THE RIGHT.  CONTINUE
 EE1873'EASTERLY ON A DIRT ROAD FOR 0.65 MILE TO A FORK.  BEAR
 EE1873'RIGHT AND GO UPHILL FOLLOWING THE MAIN ROAD FOR 1.6 MILES
 EE1873'TO A SIDE ROAD RIGHT AT A SIGN, MURRAYS LAKE, TENT
 EE1873'CAMPING ONLY.  CONTINUE AHEAD ON THE MAIN ROAD FOR
 EE1873'0.8 MILE TO THE STATION ON THE LEFT.
 EE1873'
 EE1873'THE STATION IS A STANDARD USGS DISK
 EE1873'STAMPED---26 GWN 1968 1183 FEET---,
 EE1873'CRIMPED TO THE TOP OF A 5/8-INCH ROD AND IS FLUSH WITH
 EE1873'THE GROUND.  IT IS LOCATED
 EE1873'33 FEET NORTH FROM THE CENTER OF THE DIRT ROAD AND
 EE1873'7.5 FEET SOUTHWEST FROM A 48-INCH HARDWOOD TREE.
 EE1873'
 EE1873'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2272 ***********************************************************************
 BT2272  DESIGNATION -  26 NDS
 BT2272  PID         -  BT2272
 BT2272  STATE/COUNTY-  GA/DOUGHERTY
 BT2272  USGS QUAD   -  ALBANY WEST (1988)
 BT2272
 BT2272                         *CURRENT SURVEY CONTROL
 BT2272  ___________________________________________________________________
 BT2272* NAD 83(1994)-  31 33 35.61135(N)    084 11 16.31435(W)     ADJUSTED  
 BT2272* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 BT2272  ___________________________________________________________________
 BT2272  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT2272  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT2272
 BT2272  HORZ ORDER  -  SECOND
 BT2272
 BT2272.The horizontal coordinates were established by classical geodetic methods
 BT2272.and adjusted by the National Geodetic Survey in September 1997..
 BT2272.No horizontal observational check was made to the station.
 BT2272
 BT2272.The orthometric height was scaled from a topographic map.
 BT2272
 BT2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2272
 BT2272.The geoid height was determined by GEOID03.
 BT2272
 BT2272;                    North         East     Units Scale Factor Converg.
 BT2272;SPC GA W     -   172,921.461   697,987.586   MT  0.99990005   -0 00 39.9
 BT2272;SPC GA W     -   567,326.49  2,289,980.94   sFT  0.99990005   -0 00 39.9
 BT2272;UTM  16      - 3,495,084.969   766,930.918   MT  1.00047890   +1 28 21.8
 BT2272
 BT2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2272!SPC GA W     -   0.99999534  x   0.99990005  =   0.99989539
 BT2272!UTM  16      -   0.99999534  x   1.00047890  =   1.00047423
 BT2272
 BT2272                          SUPERSEDED SURVEY CONTROL
 BT2272
 BT2272  NAD 83(1986)-  31 33 35.61745(N)    084 11 16.32032(W) AD(       ) 2
 BT2272
 BT2272.Superseded values are not recommended for survey control.
 BT2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2272.See file dsdata.txt to determine how the superseded data were derived.
 BT2272
 BT2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6693195085(NAD 83)
 BT2272_MARKER: A = ALUMINUM MARKER
 BT2272_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2272_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2272_STAMPING: 26 NDS 1987
 BT2272_MARK LOGO: GA-095
 BT2272_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2272+STABILITY: POSITION/ELEVATION WELL
 BT2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2272+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2272
 BT2272  HISTORY     - Date     Condition        Report By
 BT2272  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2272
 BT2272                          STATION DESCRIPTION
 BT2272
 BT2272'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2272'MARK LOCATED IN CENTRAL OF GEORGIA INDUSTRIAL PARK IN SOUTHWEST ALBANY
 BT2272', DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH MARK FOR GPS STATION---G
 BT2272'25 NDS 1987.
 BT2272'TO REACH THE MARK FROM THE JUNCTION OF OAKRIDGE DRIVE AND WESTTOWN
 BT2272'ROAD, GO NORTH ON WESTTOWN ROAD FOR 0.73 MI (1.17 KM) TO THE MARK ON
 BT2272'THE WESTSIDE OF THE ROAD.
 BT2272'THE MARK IS A STANDARD ALUMINUM, DISK OF THE ALBANY-DOUTHERTY CONTROL
 BT2272'SURVEY, STAMPED 26 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2272'TO A REFUSAL DEPTH OF 15.0 FT (4.57 M) . THE MARK IS PROTECTED BY A
 BT2272'CAST IRON WATER VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF
 BT2272'THE COVER IS 0.50 FT (0.15 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2272'ABOUT 0.85 FT (0.26 M) BELOW THE CENTERLINE OF WESTTOWN ROAD. THE
 BT2272'MARK IS ABOUT 0.90 FT (0.27 M) BELOW THE TOP OF THE COVER.
 BT2272'THE MARK IS LOCATED 18.9 FT (5.76 M) WEST OF THE CENTERLINE OF
 BT2272'WESTTOWN ROAD, 97.3 FT (29.66 M) NORTHWEST OF THE NORTHWEST CORNER OF
 BT2272'THE CHAIN LINK FENCE AT RELIABLE EXPRESS COMPANY, 112.6 FT (34.32 M)
 BT2272'SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL BUILDING OF ALBANY
 BT2272'SHEET METAL WORKS,INC., AND 1995.6 FT (608.26 M) NORTH OF THE GPS
 BT2272'STATION 25 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0143 ***********************************************************************
 DF0143  DESIGNATION -  262
 DF0143  PID         -  DF0143
 DF0143  STATE/COUNTY-  GA/LINCOLN
 DF0143  USGS QUAD   -  LEAH (1986)
 DF0143
 DF0143                         *CURRENT SURVEY CONTROL
 DF0143  ___________________________________________________________________
 DF0143* NAD 83(1986)-  33 41 39.     (N)    082 20 23.     (W)     SCALED    
 DF0143* NAVD 88     -        79.549  (meters)     260.99   (feet)  ADJUSTED  
 DF0143  ___________________________________________________________________
 DF0143  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF0143  DYNAMIC HT  -          79.467 (meters)     260.72  (feet)  COMP
 DF0143  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 DF0143
 DF0143  VERT ORDER  -  SECOND    CLASS 0
 DF0143
 DF0143.The horizontal coordinates were scaled from a topographic map and have
 DF0143.an estimated accuracy of +/- 6 seconds.
 DF0143
 DF0143.The orthometric height was determined by differential leveling
 DF0143.and adjusted by the National Geodetic Survey in June 1991..
 DF0143
 DF0143.The geoid height was determined by GEOID03.
 DF0143
 DF0143.The dynamic height is computed by dividing the NAVD 88
 DF0143.geopotential number by the normal gravity value computed on the
 DF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0143.degrees latitude (g = 980.6199 gals.).
 DF0143
 DF0143.The modeled gravity was interpolated from observed gravity values.
 DF0143
 DF0143;                    North         East    Units  Estimated Accuracy
 DF0143;SPC GA E     -   409,600.      183,960.      MT  (+/- 180 meters Scaled)
 DF0143
 DF0143                          SUPERSEDED SURVEY CONTROL
 DF0143
 DF0143  NGVD 29 (??/??/92)   79.730  (m)          261.58   (f) ADJ UNCH    2 0
 DF0143
 DF0143.Superseded values are not recommended for survey control.
 DF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0143.See file dsdata.txt to determine how the superseded data were derived.
 DF0143
 DF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT758290(NAD 83)
 DF0143_MARKER: P = PIPE CAP
 DF0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0143
 DF0143  HISTORY     - Date     Condition        Report By
 DF0143  HISTORY     - UNK      MONUMENTED       USGS
 DF0143  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0143  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0143
 DF0143                          STATION DESCRIPTION
 DF0143
 DF0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0143'11.5 MI SE FROM LINCOLNTON.
 DF0143'THE DESCRIBED LOCATION IS UNDER BACKWATER OF CLARK HILL DAM.
 DF0143'THE GIVEN ELEVATION IS 261.581 FEET FOR THE MARK, AND THE MEAN
 DF0143'HIGH WATER WAS SAID BY WORKMEN ON THE NEW HIGHWAY BRIDGE NEAR
 DF0143'TO BE 315 FEET ELEVATION.  11.5 MILES SE OF THE COURT HOUSE
 DF0143'AT LINCOLNTON, 94 YARDS NORTH OF NORTH END OF BRIDGE OVER
 DF0143'LITTLE RIVER, 31 FEET E OF CENTERLINE OF STATE HWY 47.  STANDARD
 DF0143'IRON POST AND CAP ABOUT 10 INCHES HIGH.
 DF0143
 DF0143                          STATION RECOVERY (1976)
 DF0143
 DF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0123 ***********************************************************************
 DF0123  DESIGNATION -  263 B
 DF0123  PID         -  DF0123
 DF0123  STATE/COUNTY-  GA/COLUMBIA
 DF0123  USGS QUAD   -  APPLING (1981)
 DF0123
 DF0123                         *CURRENT SURVEY CONTROL
 DF0123  ___________________________________________________________________
 DF0123* NAD 83(1986)-  33 32 31.     (N)    082 18 53.     (W)     SCALED    
 DF0123* NAVD 88     -        79.803  (meters)     261.82   (feet)  ADJUSTED  
 DF0123  ___________________________________________________________________
 DF0123  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DF0123  DYNAMIC HT  -          79.719 (meters)     261.54  (feet)  COMP
 DF0123  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 DF0123
 DF0123  VERT ORDER  -  SECOND    CLASS 0
 DF0123
 DF0123.The horizontal coordinates were scaled from a topographic map and have
 DF0123.an estimated accuracy of +/- 6 seconds.
 DF0123
 DF0123.The orthometric height was determined by differential leveling
 DF0123.and adjusted by the National Geodetic Survey in June 1991..
 DF0123
 DF0123.The geoid height was determined by GEOID03.
 DF0123
 DF0123.The dynamic height is computed by dividing the NAVD 88
 DF0123.geopotential number by the normal gravity value computed on the
 DF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0123.degrees latitude (g = 980.6199 gals.).
 DF0123
 DF0123.The modeled gravity was interpolated from observed gravity values.
 DF0123
 DF0123;                    North         East    Units  Estimated Accuracy
 DF0123;SPC GA E     -   392,710.      186,250.      MT  (+/- 180 meters Scaled)
 DF0123
 DF0123                          SUPERSEDED SURVEY CONTROL
 DF0123
 DF0123  NGVD 29 (??/??/92)   79.978  (m)          262.39   (f) ADJ UNCH    2 0
 DF0123
 DF0123.Superseded values are not recommended for survey control.
 DF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0123.See file dsdata.txt to determine how the superseded data were derived.
 DF0123
 DF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT779121(NAD 83)
 DF0123_MARKER: P = PIPE CAP
 DF0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0123_STAMPING: 263 1918 B
 DF0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0123
 DF0123  HISTORY     - Date     Condition        Report By
 DF0123  HISTORY     - 1918     MONUMENTED       USGS
 DF0123  HISTORY     - 1955     GOOD             NGS
 DF0123  HISTORY     - 1960     MARK NOT FOUND   NGS
 DF0123  HISTORY     - 20031208 MARK NOT FOUND   USPSQD
 DF0123
 DF0123                          STATION DESCRIPTION
 DF0123
 DF0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0123'0.3 MI S FROM APPLING.
 DF0123'U.S.G.S. 263 1918 B IS LOCATED 0.3 OF A MILE SOUTH OF THE COURT
 DF0123'HOUSE AT APPLING, 100 YARDS EAST OF SOUTH END OF HIGHWAY BRIDGE,
 DF0123'30 FEET SOUTHWEST OF BOB-WIRE FENCE, IN Y OF OLD ROADS.  STANDARD
 DF0123'IRON POST WITH CAP STANDING ABOUT 10 INCHES HIGH.
 DF0123'STAMPED 263 1918 B.  NOT RECOVERED IN MARCH 1955 - THE DESCRIBED
 DF0123'LOCATION IS BARE OF ALL EXCEPT CLOSE-CROPPED GRASS.  NO EVIDENCE
 DF0123'OF ANY FILL OR THE MARK.
 DF0123
 DF0123                          STATION RECOVERY (1960)
 DF0123
 DF0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DF0123'MARK NOT FOUND.
 DF0123
 DF0123                          STATION RECOVERY (2003)
 DF0123
 DF0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0762 ***********************************************************************
 ED0762  DESIGNATION -  2668
 ED0762  PID         -  ED0762
 ED0762  STATE/COUNTY-  GA/TOWNS
 ED0762  USGS QUAD   -  HIGHTOWER BALD (1988)
 ED0762
 ED0762                         *CURRENT SURVEY CONTROL
 ED0762  ___________________________________________________________________
 ED0762* NAD 83(1986)-  34 54 41.     (N)    083 37 08.     (W)     SCALED    
 ED0762* NAVD 88     -       813.738  (meters)    2669.74   (feet)  ADJUSTED  
 ED0762  ___________________________________________________________________
 ED0762  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ED0762  DYNAMIC HT  -         812.850 (meters)    2666.83  (feet)  COMP
 ED0762  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 ED0762
 ED0762  VERT ORDER  -  SECOND    CLASS 0
 ED0762
 ED0762.The horizontal coordinates were scaled from a topographic map and have
 ED0762.an estimated accuracy of +/- 6 seconds.
 ED0762
 ED0762.The orthometric height was determined by differential leveling
 ED0762.and adjusted by the National Geodetic Survey in June 1991..
 ED0762
 ED0762.The geoid height was determined by GEOID03.
 ED0762
 ED0762.The dynamic height is computed by dividing the NAVD 88
 ED0762.geopotential number by the normal gravity value computed on the
 ED0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0762.degrees latitude (g = 980.6199 gals.).
 ED0762
 ED0762.The modeled gravity was interpolated from observed gravity values.
 ED0762
 ED0762;                    North         East    Units  Estimated Accuracy
 ED0762;SPC GA W     -   544,730.      750,060.      MT  (+/- 180 meters Scaled)
 ED0762
 ED0762                          SUPERSEDED SURVEY CONTROL
 ED0762
 ED0762  NGVD 29 (??/??/92)  813.723  (m)         2669.69   (f) ADJ UNCH    2 0
 ED0762
 ED0762.Superseded values are not recommended for survey control.
 ED0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0762.See file dsdata.txt to determine how the superseded data were derived.
 ED0762
 ED0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU607663(NAD 83)
 ED0762_MARKER: DD = SURVEY DISK
 ED0762_SETTING: 80 = SET IN A BOULDER
 ED0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0762+STABILITY: SURFACE MOTION
 ED0762
 ED0762  HISTORY     - Date     Condition        Report By
 ED0762  HISTORY     - UNK      MONUMENTED       USGS
 ED0762  HISTORY     - 1956     POOR             NGS
 ED0762
 ED0762                          STATION DESCRIPTION
 ED0762
 ED0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0762'10.3 MI E FROM HIAWASSEE.
 ED0762'ABOUT 10.3 MILES E ALONG NO. 76 U.S. HIGHWAY FROM THE TOWN SQUARE
 ED0762'IN HIAWASSEE, TOWNS COUNTY, AT THE HIGHWAY SUMMIT IN DICK CREEK
 ED0762'GAP, 77 FEET N OF BENCH MARK Q 123 AND THE TOWNS-RABUN COUNTY LINE,
 ED0762'44 FEET W OF THE CENTER OF THE HIGHWAY, 9.1 FEET HIGHER THAN SAME,
 ED0762'AND IN A RED AND WHITE MOTTLED 2- BY 6-FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0984 ***********************************************************************
 CK0984  DESIGNATION -  269
 CK0984  PID         -  CK0984
 CK0984  STATE/COUNTY-  GA/BULLOCH
 CK0984  USGS QUAD   -  HOPEULIKIT (1978)
 CK0984
 CK0984                         *CURRENT SURVEY CONTROL
 CK0984  ___________________________________________________________________
 CK0984* NAD 83(1986)-  32 30 24.     (N)    081 51 26.     (W)     SCALED    
 CK0984* NAVD 88     -        81.785  (meters)     268.32   (feet)  ADJUSTED  
 CK0984  ___________________________________________________________________
 CK0984  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CK0984  DYNAMIC HT  -          81.694 (meters)     268.02  (feet)  COMP
 CK0984  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CK0984
 CK0984  VERT ORDER  -  SECOND    CLASS 0
 CK0984
 CK0984.The horizontal coordinates were scaled from a topographic map and have
 CK0984.an estimated accuracy of +/- 6 seconds.
 CK0984
 CK0984.The orthometric height was determined by differential leveling
 CK0984.and adjusted by the National Geodetic Survey in June 1991..
 CK0984
 CK0984.The geoid height was determined by GEOID03.
 CK0984
 CK0984.The dynamic height is computed by dividing the NAVD 88
 CK0984.geopotential number by the normal gravity value computed on the
 CK0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0984.degrees latitude (g = 980.6199 gals.).
 CK0984
 CK0984.The modeled gravity was interpolated from observed gravity values.
 CK0984
 CK0984;                    North         East    Units  Estimated Accuracy
 CK0984;SPC GA E     -   277,940.      229,080.      MT  (+/- 180 meters Scaled)
 CK0984
 CK0984                          SUPERSEDED SURVEY CONTROL
 CK0984
 CK0984  NGVD 29 (??/??/92)   82.023  (m)          269.10   (f) ADJ UNCH    2 0
 CK0984
 CK0984.Superseded values are not recommended for survey control.
 CK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0984.See file dsdata.txt to determine how the superseded data were derived.
 CK0984
 CK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR194969(NAD 83)
 CK0984_MARKER: DD = SURVEY DISK
 CK0984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0984_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0984_STAMPING: 269
 CK0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0984
 CK0984  HISTORY     - Date     Condition        Report By
 CK0984  HISTORY     - UNK      MONUMENTED       USGS
 CK0984  HISTORY     - 1934     GOOD             NGS
 CK0984
 CK0984                          STATION DESCRIPTION
 CK0984
 CK0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CK0984'5 MI SE FROM PORTAL.
 CK0984'ABOUT 5 MILES SOUTHEAST ALONG THE GEORGIA AND FLORIDA RAILROAD
 CK0984'FROM THE STATION AT PORTAL, BULLOCH COUNTY, AND 21 FEET
 CK0984'NORTHEAST OF THE NORTHEAST RAIL.  A USGS DISK, STAMPED 269 AND
 CK0984'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING ABOUT
 CK0984'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0983 ***********************************************************************
 CK0983  DESIGNATION -  269 USGS RESET 1955
 CK0983  PID         -  CK0983
 CK0983  STATE/COUNTY-  GA/BULLOCH
 CK0983  USGS QUAD   -  HOPEULIKIT (1978)
 CK0983
 CK0983                         *CURRENT SURVEY CONTROL
 CK0983  ___________________________________________________________________
 CK0983* NAD 83(1986)-  32 30 24.     (N)    081 51 27.     (W)     SCALED    
 CK0983* NAVD 88     -        81.79   (+/-2cm)     268.3    (feet)  VERTCON   
 CK0983  ___________________________________________________________________
 CK0983  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CK0983
 CK0983  VERT ORDER  -  ? (See Below)
 CK0983
 CK0983.The horizontal coordinates were scaled from a topographic map and have
 CK0983.an estimated accuracy of +/- 6 seconds.
 CK0983
 CK0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK0983.The vertical order pertains to the NGVD 29 superseded value.
 CK0983
 CK0983.The geoid height was determined by GEOID03.
 CK0983
 CK0983;                    North         East    Units  Estimated Accuracy
 CK0983;SPC GA E     -   277,940.      229,050.      MT  (+/- 180 meters Scaled)
 CK0983
 CK0983                          SUPERSEDED SURVEY CONTROL
 CK0983
 CK0983  NGVD 29 (??/??/92)   82.023  (m)          269.10   (f) ADJ UNCH    ?  
 CK0983
 CK0983.Superseded values are not recommended for survey control.
 CK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0983.See file dsdata.txt to determine how the superseded data were derived.
 CK0983
 CK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR194969(NAD 83)
 CK0983_MARKER: P = PIPE CAP
 CK0983_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0983_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0983_STAMPING: 269 269.1
 CK0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0983
 CK0983  HISTORY     - Date     Condition        Report By
 CK0983  HISTORY     - 1955     MONUMENTED       CGS
 CK0983  HISTORY     - 1955     GOOD             NGS
 CK0983
 CK0983                          STATION DESCRIPTION
 CK0983
 CK0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0983'5.2 MI SE FROM PORTAL.
 CK0983'ABOUT 3.4 MILES SE ALONG NO. 80 U.S. HIGHWAY FROM THE MAIN
 CK0983'CORNER IN PORTAL, BULLOCH COUNTY, THENCE CONTINUE SE ON COUNTY
 CK0983'ROAD GENERALLY ALONGSIDE OLD RAILROAD BED 1.8 MILES TO MARK ON
 CK0983'RIGHT, ON SE SLOPE, 267 FEET SE OF CENTER OF PLACE ENTRANCE ROAD,
 CK0983'AND 21 FEET SW OF THE CENTER OF THE COUNTY ROAD.  A STANDARD
 CK0983'U.S. GEOLOGICAL SURVEY CAPPED-PIPE MONUMENT IS STAMPED 269 269.1
 CK0983'AND PROJECTS ONE FOOT.  THE MARK WAS RECOVERED LEANING 10 OR 15
 CK0983'DEGREES EASTERLY AND ENDANGERED BY TRAFFIC OF A WIDENED ROAD.
 CK0983'IT WAS MOVED 17.3 FEET S 79 DEG W, AND IN THE NEW POSTION IT WAS
 CK0983'PLACED AT EXACTLY THE SAME ELEVATION AS IT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2273 ***********************************************************************
 BT2273  DESIGNATION -  28 NDS
 BT2273  PID         -  BT2273
 BT2273  STATE/COUNTY-  GA/DOUGHERTY
 BT2273  USGS QUAD   -  ALBANY WEST (1988)
 BT2273
 BT2273                         *CURRENT SURVEY CONTROL
 BT2273  ___________________________________________________________________
 BT2273* NAD 83(1994)-  31 31 52.57965(N)    084 09 19.00969(W)     ADJUSTED  
 BT2273* NAVD 88     -        53.828  (meters)     176.60   (feet)  ADJUSTED  
 BT2273  ___________________________________________________________________
 BT2273  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BT2273  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT2273  DYNAMIC HT  -          53.763 (meters)     176.39  (feet)  COMP
 BT2273  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BT2273
 BT2273  HORZ ORDER  -  SECOND
 BT2273  VERT ORDER  -  SECOND    CLASS II
 BT2273
 BT2273.The horizontal coordinates were established by classical geodetic methods
 BT2273.and adjusted by the National Geodetic Survey in September 1997..
 BT2273.No horizontal observational check was made to the station.
 BT2273
 BT2273.The orthometric height was determined by differential leveling
 BT2273.and adjusted by the National Geodetic Survey in November 1996..
 BT2273
 BT2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2273
 BT2273.The geoid height was determined by GEOID03.
 BT2273
 BT2273.The dynamic height is computed by dividing the NAVD 88
 BT2273.geopotential number by the normal gravity value computed on the
 BT2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2273.degrees latitude (g = 980.6199 gals.).
 BT2273
 BT2273.The modeled gravity was interpolated from observed gravity values.
 BT2273
 BT2273;                    North         East     Units Scale Factor Converg.
 BT2273;SPC GA W     -   169,748.295   701,081.247   MT  0.99990001   +0 00 21.4
 BT2273;SPC GA W     -   556,915.86  2,300,130.72   sFT  0.99990001   +0 00 21.4
 BT2273;UTM  16      - 3,491,991.120   770,107.549   MT  1.00049995   +1 29 18.9
 BT2273
 BT2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2273!SPC GA W     -   0.99999580  x   0.99990001  =   0.99989581
 BT2273!UTM  16      -   0.99999580  x   1.00049995  =   1.00049575
 BT2273
 BT2273                          SUPERSEDED SURVEY CONTROL
 BT2273
 BT2273  NAD 83(1986)-  31 31 52.58569(N)    084 09 19.01573(W) AD(       ) 2
 BT2273
 BT2273.Superseded values are not recommended for survey control.
 BT2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2273.See file dsdata.txt to determine how the superseded data were derived.
 BT2273
 BT2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7010891991(NAD 83)
 BT2273_MARKER: A = ALUMINUM MARKER
 BT2273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2273_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2273_STAMPING: 28 NDS 1987
 BT2273_MARK LOGO: ALBDOU
 BT2273_PROJECTION: RECESSED 20 CENTIMETERS
 BT2273_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2273+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2273_ROD/PIPE-DEPTH: 5.2  meters
 BT2273
 BT2273  HISTORY     - Date     Condition        Report By
 BT2273  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2273  HISTORY     - 19900301 GOOD             HOBBS
 BT2273
 BT2273                          STATION DESCRIPTION
 BT2273
 BT2273'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2273'MARK LOCATED IN SOUTH ALBANY JUST EAST OF THE FLINT RIVER. MARK IS
 BT2273'AZIMUTH MARK FOR GPS STATION---G 27 NDS 1988.
 BT2273'TO REACH THE MARK FROM THE STATION GO EAST ON STORY ROAD FOR 0.40 MI
 BT2273'(0.64 KM) TO MARTIN LUTHER KING JR. DRIVE, AND THE MARK ON THE EAST
 BT2273'SIDE OF THE T INTERSECTION.
 BT2273'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2273'SURVEY, STAMPED 28 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2273'TO A REFUSAL DEPTH OF 17.0 FT (5.18 M) . THE MARK IS PROTECTED BY A
 BT2273'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2273'COVER IS 0.65 FT (0.20 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2273'ABOUT 0.90 FT (0.27 M) . BELOW THE CENTERLINE OF MARTIN LUTHER KING
 BT2273'JR. DRIVE. THE MARK IS ABOUT 0.95 FT (0.29 M) BELOW THE TOP OF THE
 BT2273'COVER.
 BT2273'THE MARK IS LOCATED 21.85 FT (6.66 M) EAST OF THE CENTERLINE OF MARTIN
 BT2273'LUTHER KING, JR. DRIVE, 14.9 FT (4.54 M) SOUTHWEST OF A SANITARY
 BT2273'SEWER MANHOLE COVER, 10.6 FT (3.23 M) NORTH OF A METAL POST BEARING
 BT2273'AN ALBANY CITY LIMITS SIGN, AND 2077.83 FT (633.32 M) EAST OF THE
 BT2273'GPS STATION G 27 DSC 1988.
 BT2273
 BT2273                          STATION RECOVERY (1990)
 BT2273
 BT2273'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2273'MARK IS IN SOUTH ALBANY JUST EAST OF THE FLINT RIVER, AZIMUTH MARK FOR
 BT2273'G 27 NDS 1988.  TO REACH FROM G 27 GO EAST ON STORY ROAD FOR 0.40 MI
 BT2273'(0.64 KM) TO MARTIN LUTHER KING JR DRIVE, AND THE MARK ON THE EAST
 BT2273'SIDE OF THE T-INTERSECTION, A STANDARD ALUMINUM DISK ON ALUMINUM ALLOY
 BT2273'ROD PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER
 BT2273'0.65 FT (19.81 CM) BELOW GROUND, AND ABOUT 0.90 FT (27.43 CM) BELOW
 BT2273'THE CENTERLINE OF MARTIN LUTHER KING JR DRIVE.  THE MARK IS 1 FT (0.3
 BT2273'M) BELOW THE COVER, 21.85 FT (6.66 M) EAST OF MARTIN LUTHER KING JR
 BT2273'DRIVE, 14.9 FT (4.5 M) SOUTHWEST OF A SANITARY SEWER MANHOLE COVER,
 BT2273'10.6 FT (3.2 M) NORTH OF ALBANY CITY LIMITS SIGN, AND 2077.83 FT
 BT2273'(633.32 M) EAST OF THE GPS STATION G 27 DSC 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1000 ***********************************************************************
 CL1000  DESIGNATION -  283
 CL1000  PID         -  CL1000
 CL1000  STATE/COUNTY-  GA/BIBB
 CL1000  USGS QUAD   -  MACON WEST (1985)
 CL1000
 CL1000                         *CURRENT SURVEY CONTROL
 CL1000  ___________________________________________________________________
 CL1000* NAD 83(1986)-  32 46 04.     (N)    083 39 02.     (W)     SCALED    
 CL1000* NAVD 88     -        86.336  (meters)     283.25   (feet)  ADJUSTED  
 CL1000  ___________________________________________________________________
 CL1000  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CL1000  DYNAMIC HT  -          86.240 (meters)     282.94  (feet)  COMP
 CL1000  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 CL1000
 CL1000  VERT ORDER  -  FIRST     CLASS II
 CL1000
 CL1000.The horizontal coordinates were scaled from a topographic map and have
 CL1000.an estimated accuracy of +/- 6 seconds.
 CL1000
 CL1000.The orthometric height was determined by differential leveling
 CL1000.and adjusted by the National Geodetic Survey in June 1991..
 CL1000
 CL1000.The geoid height was determined by GEOID03.
 CL1000
 CL1000.The dynamic height is computed by dividing the NAVD 88
 CL1000.geopotential number by the normal gravity value computed on the
 CL1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1000.degrees latitude (g = 980.6199 gals.).
 CL1000
 CL1000.The modeled gravity was interpolated from observed gravity values.
 CL1000
 CL1000;                    North         East    Units  Estimated Accuracy
 CL1000;SPC GA W     -   306,970.      748,350.      MT  (+/- 180 meters Scaled)
 CL1000
 CL1000                          SUPERSEDED SURVEY CONTROL
 CL1000
 CL1000  NGVD 29 (??/??/92)   86.458  (m)          283.65   (f) ADJ UNCH    1 2
 CL1000
 CL1000.Superseded values are not recommended for survey control.
 CL1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1000.See file dsdata.txt to determine how the superseded data were derived.
 CL1000
 CL1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS517286(NAD 83)
 CL1000_MARKER: DD = SURVEY DISK
 CL1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL1000_SP_SET: ABUTMENT
 CL1000_STAMPING: 283 1905
 CL1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1000
 CL1000  HISTORY     - Date     Condition        Report By
 CL1000  HISTORY     - 1905     MONUMENTED       USGS
 CL1000  HISTORY     - 1958     GOOD             NGS
 CL1000
 CL1000                          STATION DESCRIPTION
 CL1000
 CL1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CL1000'5 MI S FROM MACON.
 CL1000'ABOUT 5.05 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1000'FROM THE STATION AT MACON, 0.1 MILE SOUTH OF MILEPOST S 196, 9
 CL1000'FEET WEST OF THE WEST RAIL, IN TOP OF THE WEST END OF THE
 CL1000'SOUTH ABUTMENT TO THE BRIDGE OVER ROCKY CREEK, 2 FEET EAST
 CL1000'OF THE WEST END OF THE ABUTMENT, 1/2 FOOT SOUTH OF THE NORTH EDGE
 CL1000'OF THE ABUTMENT, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0507 ***********************************************************************
 ED0507  DESIGNATION -  29
 ED0507  PID         -  ED0507
 ED0507  STATE/COUNTY-  GA/RABUN
 ED0507  USGS QUAD   -  TIGER (1972)
 ED0507
 ED0507                         *CURRENT SURVEY CONTROL
 ED0507  ___________________________________________________________________
 ED0507* NAD 83(1986)-  34 52 27.     (N)    083 27 30.     (W)     SCALED    
 ED0507* NAVD 88     -       616.772  (meters)    2023.53   (feet)  ADJUSTED  
 ED0507  ___________________________________________________________________
 ED0507  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 ED0507  DYNAMIC HT  -         616.105 (meters)    2021.34  (feet)  COMP
 ED0507  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 ED0507
 ED0507  VERT ORDER  -  SECOND    CLASS 0
 ED0507
 ED0507.The horizontal coordinates were scaled from a topographic map and have
 ED0507.an estimated accuracy of +/- 6 seconds.
 ED0507
 ED0507.The orthometric height was determined by differential leveling
 ED0507.and adjusted by the National Geodetic Survey in June 1991..
 ED0507
 ED0507.The geoid height was determined by GEOID03.
 ED0507
 ED0507.The dynamic height is computed by dividing the NAVD 88
 ED0507.geopotential number by the normal gravity value computed on the
 ED0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0507.degrees latitude (g = 980.6199 gals.).
 ED0507
 ED0507.The modeled gravity was interpolated from observed gravity values.
 ED0507
 ED0507;                    North         East    Units  Estimated Accuracy
 ED0507;SPC GA W     -   540,690.      764,760.      MT  (+/- 180 meters Scaled)
 ED0507
 ED0507                          SUPERSEDED SURVEY CONTROL
 ED0507
 ED0507  NGVD 29 (??/??/92)  616.773  (m)         2023.53   (f) ADJ UNCH    2 0
 ED0507
 ED0507.Superseded values are not recommended for survey control.
 ED0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0507.See file dsdata.txt to determine how the superseded data were derived.
 ED0507
 ED0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU753618(NAD 83)
 ED0507_MARKER: Q = CHISELED SQUARE
 ED0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0507_SP_SET: CULVERT
 ED0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0507
 ED0507  HISTORY     - Date     Condition        Report By
 ED0507  HISTORY     - UNK      MONUMENTED       GAHD
 ED0507  HISTORY     - 1956     GOOD             NGS
 ED0507
 ED0507                          STATION DESCRIPTION
 ED0507
 ED0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0507'3.6 MI W FROM CLAYTON.
 ED0507'ABOUT 3.5 MILES W ALONG NO. 76 U.S. HIGHWAY FROM THE MAIN CORNER
 ED0507'IN CLAYTON, RABUN COUNTY, THENCE ON RIGHT FORK EARTH ROAD ABOUT
 ED0507'122 YARDS TO THE MARK ON THE RIGHT, 13 FEET N OF THE CENTER OF
 ED0507'THE ROAD, 0.3 FOOT HIGHER THAN SAME, AND ON THE NW CORNER OF THE
 ED0507'TOP OF THE N HEADWALL OF A 4- BY 7-FOOT CONCRETE BOX CULVERT.
 ED0507'A 2- BY 3-INCH 2-SIDES-CHISELED RECTANGLE IS FORMED ON THE
 ED0507'CORNER OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0547 ***********************************************************************
 DF0547  DESIGNATION -  291
 DF0547  PID         -  DF0547
 DF0547  STATE/COUNTY-  GA/BALDWIN
 DF0547  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF0547
 DF0547                         *CURRENT SURVEY CONTROL
 DF0547  ___________________________________________________________________
 DF0547* NAD 83(1986)-  33 06 23.     (N)    083 12 51.     (W)     SCALED    
 DF0547* NAVD 88     -        90.162  (meters)     295.81   (feet)  ADJUSTED  
 DF0547  ___________________________________________________________________
 DF0547  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF0547  DYNAMIC HT  -          90.066 (meters)     295.49  (feet)  COMP
 DF0547  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DF0547
 DF0547  VERT ORDER  -  FIRST     CLASS II
 DF0547
 DF0547.The horizontal coordinates were scaled from a topographic map and have
 DF0547.an estimated accuracy of +/- 6 seconds.
 DF0547
 DF0547.The orthometric height was determined by differential leveling
 DF0547.and adjusted by the National Geodetic Survey in June 1991..
 DF0547.WARNING-Repeat measurements at this control monument indicate possible
 DF0547.vertical movement.
 DF0547
 DF0547.The geoid height was determined by GEOID03.
 DF0547
 DF0547.The dynamic height is computed by dividing the NAVD 88
 DF0547.geopotential number by the normal gravity value computed on the
 DF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0547.degrees latitude (g = 980.6199 gals.).
 DF0547
 DF0547.The modeled gravity was interpolated from observed gravity values.
 DF0547
 DF0547;                    North         East    Units  Estimated Accuracy
 DF0547;SPC GA E     -   344,890.      102,230.      MT  (+/- 180 meters Scaled)
 DF0547
 DF0547                          SUPERSEDED SURVEY CONTROL
 DF0547
 DF0547  NGVD 29 (??/??/92)   90.329  (m)          296.35   (f) ADJ UNCH    1 2
 DF0547
 DF0547.Superseded values are not recommended for survey control.
 DF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0547.See file dsdata.txt to determine how the superseded data were derived.
 DF0547
 DF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS933652(NAD 83)
 DF0547_MARKER: DD = SURVEY DISK
 DF0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0547_SP_SET: MILEPOST
 DF0547_STAMPING: 291.994
 DF0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0547
 DF0547  HISTORY     - Date     Condition        Report By
 DF0547  HISTORY     - UNK      MONUMENTED       USGS
 DF0547  HISTORY     - 1955     GOOD             NGS
 DF0547
 DF0547                          STATION DESCRIPTION
 DF0547
 DF0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0547'1.2 MI NE FROM MILLEDGEVILLE.
 DF0547'ABOUT 1.2 MILES NORTHEASTERLY ALONG THE GEORGIA RAILROAD FROM THE
 DF0547'STATION AT MILLEDGEVILLE, BALDWIN COUNTY, IN THE TOP OF NO. 44
 DF0547'RAILROAD MILEPOST THAT IS LOCATED IN A CUT 8.6 FEET NW OF THE NW
 DF0547'RAIL.  A STANDARD U.S. GEOLOGICAL SURVEY DISK IS STAMPED 291.994
 DF0547'(NO OTHER STAMPING LEGIBLE NOW) AND SET IN A DRILL HOLE IN THE
 DF0547'MILEPOST THAT PROJECTS ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0548 ***********************************************************************
 DF0548  DESIGNATION -  291 USGS RESET 1957
 DF0548  PID         -  DF0548
 DF0548  STATE/COUNTY-  GA/BALDWIN
 DF0548  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF0548
 DF0548                         *CURRENT SURVEY CONTROL
 DF0548  ___________________________________________________________________
 DF0548* NAD 83(1986)-  33 06 24.     (N)    083 12 51.     (W)     SCALED    
 DF0548* NAVD 88     -        90.16   (+/-2cm)     295.8    (feet)  VERTCON   
 DF0548  ___________________________________________________________________
 DF0548  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF0548
 DF0548  VERT ORDER  -  ? (See Below)
 DF0548
 DF0548.The horizontal coordinates were scaled from a topographic map and have
 DF0548.an estimated accuracy of +/- 6 seconds.
 DF0548
 DF0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0548.The vertical order pertains to the NGVD 29 superseded value.
 DF0548
 DF0548.The geoid height was determined by GEOID03.
 DF0548
 DF0548;                    North         East    Units  Estimated Accuracy
 DF0548;SPC GA E     -   344,920.      102,230.      MT  (+/- 180 meters Scaled)
 DF0548
 DF0548                          SUPERSEDED SURVEY CONTROL
 DF0548
 DF0548  NGVD 29 (??/??/92)   90.329  (m)          296.35   (f) ADJ UNCH    ?  
 DF0548
 DF0548.Superseded values are not recommended for survey control.
 DF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0548.See file dsdata.txt to determine how the superseded data were derived.
 DF0548
 DF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS933652(NAD 83)
 DF0548_MARKER: DD = SURVEY DISK
 DF0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0548_SP_SET: MILEPOST
 DF0548_STAMPING: 291 RESET 1957
 DF0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0548
 DF0548  HISTORY     - Date     Condition        Report By
 DF0548  HISTORY     - 1957     MONUMENTED       USGS
 DF0548  HISTORY     - 1959     POOR             NGS
 DF0548
 DF0548                          STATION DESCRIPTION
 DF0548
 DF0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0548'1.2 MI NE FROM MILLEDGEVILLE.
 DF0548'1.25 MILE NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0548'MILLEDGEVILLE, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 DF0548'6 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF MILEPOST
 DF0548'M 44.  NOTE-- B.M. IS IN STRUCTURE WHICH IS NOT CONSIDERED STABLE AND
 DF0548'MARK SHOULD NOT BE USED FOR PRECISE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1434 ***********************************************************************
 DF1434  DESIGNATION -  2C 10 GAGS 1935
 DF1434  PID         -  DF1434
 DF1434  STATE/COUNTY-  GA/BURKE
 DF1434  USGS QUAD   -  WAYNESBORO (1950)
 DF1434
 DF1434                         *CURRENT SURVEY CONTROL
 DF1434  ___________________________________________________________________
 DF1434* NAD 83(1994)-  33 05 48.54850(N)    082 01 13.51176(W)     ADJUSTED  
 DF1434* NAVD 88     -        90.82   (+/-2cm)     298.0    (feet)  VERTCON   
 DF1434  ___________________________________________________________________
 DF1434  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DF1434  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DF1434
 DF1434  HORZ ORDER  -  THIRD
 DF1434  VERT ORDER  -  THIRD ? (See Below)
 DF1434
 DF1434.The horizontal coordinates were established by classical geodetic methods
 DF1434.and adjusted by the National Geodetic Survey in September 1997..
 DF1434
 DF1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1434.The vertical order pertains to the NGVD 29 superseded value.
 DF1434
 DF1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1434
 DF1434.The geoid height was determined by GEOID03.
 DF1434
 DF1434;                    North         East     Units Scale Factor Converg.
 DF1434;SPC GA E     -   343,347.566   213,650.921   MT  0.99990230   +0 04 47.5
 DF1434;SPC GA E     - 1,126,466.14    700,953.06   sFT  0.99990230   +0 04 47.5
 DF1434;UTM  17      - 3,662,483.440   404,778.821   MT  0.99971179   -0 33 26.1
 DF1434
 DF1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1434!SPC GA E     -   0.99999045  x   0.99990230  =   0.99989275
 DF1434!UTM  17      -   0.99999045  x   0.99971179  =   0.99970225
 DF1434
 DF1434:                Primary Azimuth Mark                     Grid Az
 DF1434:SPC GA E     -  3 C 1                                    055 02 55.7
 DF1434:UTM  17      -  3 C 1                                    055 41 09.3
 DF1434
 DF1434|---------------------------------------------------------------------|
 DF1434| PID    Reference Object                     Distance      Geod. Az  |
 DF1434|                                                           dddmmss.s |
 DF1434| DF0281 3 C 1                               APPROX. 0.6 KM 0550743.2 |
 DF1434| DF1433 ACADEMY                             427.532 METERS 1804900.9 |
 DF1434|---------------------------------------------------------------------|
 DF1434
 DF1434                          SUPERSEDED SURVEY CONTROL
 DF1434
 DF1434  NAD 83(1986)-  33 05 48.55250(N)    082 01 13.50674(W) AD(       ) 3
 DF1434  NAD 27      -  33 05 48.01300(N)    082 01 14.07800(W) AD(       ) 3
 DF1434  NGVD 29 (07/19/86)   91.05   (m)          298.7    (f) LEVELING    3  
 DF1434
 DF1434.Superseded values are not recommended for survey control.
 DF1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1434.See file dsdata.txt to determine how the superseded data were derived.
 DF1434
 DF1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0477962483(NAD 83)
 DF1434_MARKER: DD = SURVEY DISK
 DF1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1434+STABILITY: SURFACE MOTION
 DF1434
 DF1434  HISTORY     - Date     Condition        Report By
 DF1434  HISTORY     - 1935     MONUMENTED       GAGS
 DF1434  HISTORY     - 1954     MARK NOT FOUND   CGS
 DF1434
 DF1434                          STATION DESCRIPTION
 DF1434
 DF1434'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF1434'AT WAYNESBORO, AT GRADE CROSSING OF SAVANNAH AND ATLANTA RAILWAY
 DF1434'(LIBERTY STREET), 66 FEET SOUTHEAST OF WHISTLE POST ON NORTH SIDE
 DF1434'OF TRACKS, 10 PACES EAST OF CENTER LINE OF LIBERTY STREET, IN Y
 DF1434'FORMED BY MAIN TRACK AND SPUR TRACK, 14 FEET SOUTH OF CENTER LINE OF
 DF1434'10TH STREET AND 2 PACES SOUTH OF SOUTH RAIL OF MAIN TRACK.  STATION
 DF1434'IS A STATE SURVEY STANDARD DISK ESTABLISHED IN 1934, SET IN TOP OF
 DF1434'5-INCH CONCRETE CYLINDER, FLUSH WITH GROUND AND ABOUT 0.3 MILE
 DF1434'FROM ACADEMY (SEE DESCRIPTION THEREOF) N 0 DEG 49 MIN E.
 DF1434
 DF1434                          STATION RECOVERY (1954)
 DF1434
 DF1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1434'IT IS PRESUMED DESTROYED.  NO EVIDENCE OF THE MARK WAS FOUND.  THE
 DF1434'PRESENCE OF 2 C 10 (RESET) AT A POINT 7.7 FT. E AND 10.9 FT. S
 DF1434'(GRID DIRECTIONS) IS TESTIMONY TO THE SUBJECT STATION BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0762 ***********************************************************************
 CL0762  DESIGNATION -  3 B 1
 CL0762  PID         -  CL0762
 CL0762  STATE/COUNTY-  GA/DODGE
 CL0762  USGS QUAD   -  EMPIRE (1974)
 CL0762
 CL0762                         *CURRENT SURVEY CONTROL
 CL0762  ___________________________________________________________________
 CL0762* NAD 83(1986)-  32 20 23.     (N)    083 17 52.     (W)     SCALED    
 CL0762* NAVD 88     -       116.126  (meters)     380.99   (feet)  ADJUSTED  
 CL0762  ___________________________________________________________________
 CL0762  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CL0762  DYNAMIC HT  -         115.993 (meters)     380.55  (feet)  COMP
 CL0762  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CL0762
 CL0762  VERT ORDER  -  SECOND    CLASS 0
 CL0762
 CL0762.The horizontal coordinates were scaled from a topographic map and have
 CL0762.an estimated accuracy of +/- 6 seconds.
 CL0762
 CL0762.The orthometric height was determined by differential leveling
 CL0762.and adjusted by the National Geodetic Survey in June 1991..
 CL0762
 CL0762.The geoid height was determined by GEOID03.
 CL0762
 CL0762.The dynamic height is computed by dividing the NAVD 88
 CL0762.geopotential number by the normal gravity value computed on the
 CL0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0762.degrees latitude (g = 980.6199 gals.).
 CL0762
 CL0762.The modeled gravity was interpolated from observed gravity values.
 CL0762
 CL0762;                    North         East    Units  Estimated Accuracy
 CL0762;SPC GA E     -   259,950.       93,520.      MT  (+/- 180 meters Scaled)
 CL0762
 CL0762                          SUPERSEDED SURVEY CONTROL
 CL0762
 CL0762  NGVD 29 (??/??/92)  116.316  (m)          381.61   (f) ADJ UNCH    2 0
 CL0762
 CL0762.Superseded values are not recommended for survey control.
 CL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0762.See file dsdata.txt to determine how the superseded data were derived.
 CL0762
 CL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR837804(NAD 83)
 CL0762_MARKER: DD = SURVEY DISK
 CL0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0762_STAMPING: 3 B 1
 CL0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0762+STABILITY: SURFACE MOTION
 CL0762
 CL0762  HISTORY     - Date     Condition        Report By
 CL0762  HISTORY     - UNK      MONUMENTED       GAGS
 CL0762  HISTORY     - 1955     GOOD             NGS
 CL0762  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0762
 CL0762                          STATION DESCRIPTION
 CL0762
 CL0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0762'AT EMPIRE.
 CL0762'AT EMPIRE, DODGE COUNTY, ON THE WRIGHTSVILLE AND TENNILLE RAILROAD,
 CL0762'78 FEET NORTH OF THE STATION, AT THE CROSSING OF THE SOUTHERN
 CL0762'RAILWAY, 37 FEET NORTH OF THE NORTH RAIL OF THE W. AND T. R.R.
 CL0762'TRACK, AND 17 FEET WEST OF THE WEST RAIL OF THE S. RY. TRACK.  A
 CL0762'STATE SURVEY STANDARD DISK, STAMPED 3 B 1 AND SET IN THE TOP OF A
 CL0762'CONCRETE POST FLUSH WITH THE GROUND.
 CL0762
 CL0762                          STATION RECOVERY (1973)
 CL0762
 CL0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0752 ***********************************************************************
 CL0752  DESIGNATION -  3 B 10
 CL0752  PID         -  CL0752
 CL0752  STATE/COUNTY-  GA/PULASKI
 CL0752  USGS QUAD   -  HAWKINSVILLE (1985)
 CL0752
 CL0752                         *CURRENT SURVEY CONTROL
 CL0752  ___________________________________________________________________
 CL0752* NAD 83(1986)-  32 17 14.     (N)    083 28 31.     (W)     SCALED    
 CL0752* NAVD 88     -        77.886  (meters)     255.53   (feet)  ADJUSTED  
 CL0752  ___________________________________________________________________
 CL0752  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CL0752  DYNAMIC HT  -          77.796 (meters)     255.24  (feet)  COMP
 CL0752  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CL0752
 CL0752  VERT ORDER  -  SECOND    CLASS 0
 CL0752
 CL0752.The horizontal coordinates were scaled from a topographic map and have
 CL0752.an estimated accuracy of +/- 6 seconds.
 CL0752
 CL0752.The orthometric height was determined by differential leveling
 CL0752.and adjusted by the National Geodetic Survey in June 1991..
 CL0752
 CL0752.The geoid height was determined by GEOID03.
 CL0752
 CL0752.The dynamic height is computed by dividing the NAVD 88
 CL0752.geopotential number by the normal gravity value computed on the
 CL0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0752.degrees latitude (g = 980.6199 gals.).
 CL0752
 CL0752.The modeled gravity was interpolated from observed gravity values.
 CL0752
 CL0752;                    North         East    Units  Estimated Accuracy
 CL0752;SPC GA W     -   253,770.      765,120.      MT  (+/- 180 meters Scaled)
 CL0752
 CL0752                          SUPERSEDED SURVEY CONTROL
 CL0752
 CL0752  NGVD 29 (??/??/92)   78.072  (m)          256.14   (f) ADJ UNCH    2 0
 CL0752
 CL0752.Superseded values are not recommended for survey control.
 CL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0752.See file dsdata.txt to determine how the superseded data were derived.
 CL0752
 CL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR668749(NAD 83)
 CL0752_MARKER: DD = SURVEY DISK
 CL0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0752_STAMPING: 3 B 10
 CL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0752+STABILITY: SURFACE MOTION
 CL0752
 CL0752  HISTORY     - Date     Condition        Report By
 CL0752  HISTORY     - UNK      MONUMENTED       GAGS
 CL0752  HISTORY     - 1934     GOOD             NGS
 CL0752  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0752
 CL0752                          STATION DESCRIPTION
 CL0752
 CL0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0752'AT HAWKINSVILLE.
 CL0752'AT HAWKINSVILLE, PULASKI COUNTY, ON PROGRESS AVENUE, 0.5 MILE
 CL0752'NORTH OF THE COURTHOUSE, IN FRONT OF THE CLEO MC EACHERN PROPERTY,
 CL0752'37.5 FEET SOUTH OF THE CENTERLINE OF THE WALK TO THE HOUSE, 17
 CL0752'FEET WEST OF THE CENTERLINE OF THE STREET, 4.8 FEET SOUTH OF A
 CL0752'CURB CATCH BASIN, AND 1 FOOT WEST OF THE CURB.  A STATE SURVEY
 CL0752'STANDARD DISK, STAMPED 3 B 10 AND SET IN THE TOP OF A CONCRETE
 CL0752'POST FLUSH WITH THE GROUND.
 CL0752
 CL0752                          STATION RECOVERY (1973)
 CL0752
 CL0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0837 ***********************************************************************
 CL0837  DESIGNATION -  3 B 11
 CL0837  PID         -  CL0837
 CL0837  STATE/COUNTY-  GA/PULASKI
 CL0837  USGS QUAD   -  KLONDIKE (1973)
 CL0837
 CL0837                         *CURRENT SURVEY CONTROL
 CL0837  ___________________________________________________________________
 CL0837* NAD 83(1986)-  32 18 32.     (N)    083 30 25.     (W)     SCALED    
 CL0837* NAVD 88     -        97.088  (meters)     318.53   (feet)  ADJUSTED  
 CL0837  ___________________________________________________________________
 CL0837  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CL0837  DYNAMIC HT  -          96.976 (meters)     318.16  (feet)  COMP
 CL0837  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CL0837
 CL0837  VERT ORDER  -  SECOND    CLASS 0
 CL0837
 CL0837.The horizontal coordinates were scaled from a topographic map and have
 CL0837.an estimated accuracy of +/- 6 seconds.
 CL0837
 CL0837.The orthometric height was determined by differential leveling
 CL0837.and adjusted by the National Geodetic Survey in June 1991..
 CL0837
 CL0837.The geoid height was determined by GEOID03.
 CL0837
 CL0837.The dynamic height is computed by dividing the NAVD 88
 CL0837.geopotential number by the normal gravity value computed on the
 CL0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0837.degrees latitude (g = 980.6199 gals.).
 CL0837
 CL0837.The modeled gravity was interpolated from observed gravity values.
 CL0837
 CL0837;                    North         East    Units  Estimated Accuracy
 CL0837;SPC GA W     -   256,160.      762,120.      MT  (+/- 180 meters Scaled)
 CL0837
 CL0837                          SUPERSEDED SURVEY CONTROL
 CL0837
 CL0837  NGVD 29 (??/??/92)   97.269  (m)          319.12   (f) ADJ UNCH    2 0
 CL0837
 CL0837.Superseded values are not recommended for survey control.
 CL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0837.See file dsdata.txt to determine how the superseded data were derived.
 CL0837
 CL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR639774(NAD 83)
 CL0837_MARKER: DD = SURVEY DISK
 CL0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0837_STAMPING: 3 B 11
 CL0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0837+STABILITY: SURFACE MOTION
 CL0837
 CL0837  HISTORY     - Date     Condition        Report By
 CL0837  HISTORY     - UNK      MONUMENTED       GAGS
 CL0837  HISTORY     - 1934     GOOD             NGS
 CL0837  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0837
 CL0837                          STATION DESCRIPTION
 CL0837
 CL0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0837'2.6 MI NW FROM HAWKINSVILLE.
 CL0837'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE
 CL0837'AT HAWKINSVILLE, PULASKI COUNTY, 122 FEET SOUTH OF THE CENTERLINE
 CL0837'OF A DIRT SIDE ROAD, AT A CURVE, 107 FEET NORTHEAST OF THE
 CL0837'NORTHEAST CORNER OF A HOUSE, ON THE BANK OF A CUT, 27 FEET
 CL0837'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 21 FEET SOUTHWEST
 CL0837'OF THE CENTERLINE OF A SIDE ROAD PARALLELING THE HIGHWAY.  A STATE
 CL0837'SURVEY STANDARD DISK, STAMPED 3 B 11 AND SET IN THE TOP OF A
 CL0837'CONCRETE POST FLUSH WITH THE GROUND.
 CL0837
 CL0837                          STATION RECOVERY (1973)
 CL0837
 CL0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0835 ***********************************************************************
 CL0835  DESIGNATION -  3 B 13
 CL0835  PID         -  CL0835
 CL0835  STATE/COUNTY-  GA/PULASKI
 CL0835  USGS QUAD   -  KLONDIKE (1973)
 CL0835
 CL0835                         *CURRENT SURVEY CONTROL
 CL0835  ___________________________________________________________________
 CL0835* NAD 83(1986)-  32 19 00.     (N)    083 32 19.     (W)     SCALED    
 CL0835* NAVD 88     -        97.992  (meters)     321.50   (feet)  ADJUSTED  
 CL0835  ___________________________________________________________________
 CL0835  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CL0835  DYNAMIC HT  -          97.879 (meters)     321.12  (feet)  COMP
 CL0835  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CL0835
 CL0835  VERT ORDER  -  SECOND    CLASS 0
 CL0835
 CL0835.The horizontal coordinates were scaled from a topographic map and have
 CL0835.an estimated accuracy of +/- 6 seconds.
 CL0835
 CL0835.The orthometric height was determined by differential leveling
 CL0835.and adjusted by the National Geodetic Survey in June 1991..
 CL0835
 CL0835.The geoid height was determined by GEOID03.
 CL0835
 CL0835.The dynamic height is computed by dividing the NAVD 88
 CL0835.geopotential number by the normal gravity value computed on the
 CL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0835.degrees latitude (g = 980.6199 gals.).
 CL0835
 CL0835.The modeled gravity was interpolated from observed gravity values.
 CL0835
 CL0835;                    North         East    Units  Estimated Accuracy
 CL0835;SPC GA W     -   257,000.      759,140.      MT  (+/- 180 meters Scaled)
 CL0835
 CL0835                          SUPERSEDED SURVEY CONTROL
 CL0835
 CL0835  NGVD 29 (??/??/92)   98.168  (m)          322.07   (f) ADJ UNCH    2 0
 CL0835
 CL0835.Superseded values are not recommended for survey control.
 CL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0835.See file dsdata.txt to determine how the superseded data were derived.
 CL0835
 CL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR610783(NAD 83)
 CL0835_MARKER: DD = SURVEY DISK
 CL0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0835_STAMPING: 3 B 13
 CL0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0835+STABILITY: SURFACE MOTION
 CL0835
 CL0835  HISTORY     - Date     Condition        Report By
 CL0835  HISTORY     - UNK      MONUMENTED       GAGS
 CL0835  HISTORY     - 1934     GOOD             NGS
 CL0835  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0835
 CL0835                          STATION DESCRIPTION
 CL0835
 CL0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0835'4.7 MI NW FROM HAWKINSVILLE.
 CL0835'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE
 CL0835'AT HAWKINSVILLE, PULASKI COUNTY, 36.2 FEET WEST OF THE SOUTHWEST
 CL0835'END OF AN 18-INCH CONCRETE CULVERT, 32 FEET SOUTHWEST OF THE
 CL0835'CENTERLINE OF THE HIGHWAY, 12 FEET NORTHWEST OF THE CENTERLINE
 CL0835'OF A SIDE ROAD LEADING SOUTH, AND 2.3 FEET NORTH OF A FENCE
 CL0835'CORNER.  A STATE SURVEY STANDARD DISK, STAMPED 3 B 13 AND SET IN
 CL0835'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CL0835
 CL0835                          STATION RECOVERY (1973)
 CL0835
 CL0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0834 ***********************************************************************
 CL0834  DESIGNATION -  3 B 14
 CL0834  PID         -  CL0834
 CL0834  STATE/COUNTY-  GA/PULASKI
 CL0834  USGS QUAD   -  KLONDIKE (1973)
 CL0834
 CL0834                         *CURRENT SURVEY CONTROL
 CL0834  ___________________________________________________________________
 CL0834* NAD 83(1986)-  32 19 11.     (N)    083 32 45.     (W)     SCALED    
 CL0834* NAVD 88     -       106.189  (meters)     348.39   (feet)  ADJUSTED  
 CL0834  ___________________________________________________________________
 CL0834  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CL0834  DYNAMIC HT  -         106.067 (meters)     347.99  (feet)  COMP
 CL0834  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CL0834
 CL0834  VERT ORDER  -  SECOND    CLASS 0
 CL0834
 CL0834.The horizontal coordinates were scaled from a topographic map and have
 CL0834.an estimated accuracy of +/- 6 seconds.
 CL0834
 CL0834.The orthometric height was determined by differential leveling
 CL0834.and adjusted by the National Geodetic Survey in June 1991..
 CL0834
 CL0834.The geoid height was determined by GEOID03.
 CL0834
 CL0834.The dynamic height is computed by dividing the NAVD 88
 CL0834.geopotential number by the normal gravity value computed on the
 CL0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0834.degrees latitude (g = 980.6199 gals.).
 CL0834
 CL0834.The modeled gravity was interpolated from observed gravity values.
 CL0834
 CL0834;                    North         East    Units  Estimated Accuracy
 CL0834;SPC GA W     -   257,340.      758,460.      MT  (+/- 180 meters Scaled)
 CL0834
 CL0834                          SUPERSEDED SURVEY CONTROL
 CL0834
 CL0834  NGVD 29 (??/??/92)  106.364  (m)          348.96   (f) ADJ UNCH    2 0
 CL0834
 CL0834.Superseded values are not recommended for survey control.
 CL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0834.See file dsdata.txt to determine how the superseded data were derived.
 CL0834
 CL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR603787(NAD 83)
 CL0834_MARKER: DD = SURVEY DISK
 CL0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0834_STAMPING: 3 B 14
 CL0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0834+STABILITY: SURFACE MOTION
 CL0834
 CL0834  HISTORY     - Date     Condition        Report By
 CL0834  HISTORY     - UNK      MONUMENTED       GAGS
 CL0834  HISTORY     - 1934     GOOD             NGS
 CL0834  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0834
 CL0834                          STATION DESCRIPTION
 CL0834
 CL0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0834'5.2 MI NW FROM HAWKINSVILLE.
 CL0834'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE
 CL0834'AT HAWKINSVILLE, PULASKI COUNTY, 0.1 MILE NORTHWEST OF A CULVERT,
 CL0834'AT THE TOP OF A SMALL HILL, 42 FEET NORTHEAST OF THE NORTH
 CL0834'CORNER OF A NEGRO HOUSE, ON THE BANK OF A CUT, 29 FEET SOUTHWEST
 CL0834'OF THE CENTERLINE OF THE HIGHWAY, AND 6.6 FEET SOUTHWEST OF THE
 CL0834'EDGE OF THE CUT.  A STATE SURVEY STANDARD DISK, STAMPED 3 B 14
 CL0834'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL0834
 CL0834                          STATION RECOVERY (1973)
 CL0834
 CL0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0833 ***********************************************************************
 CL0833  DESIGNATION -  3 B 15
 CL0833  PID         -  CL0833
 CL0833  STATE/COUNTY-  GA/PULASKI
 CL0833  USGS QUAD   -  KLONDIKE (1973)
 CL0833
 CL0833                         *CURRENT SURVEY CONTROL
 CL0833  ___________________________________________________________________
 CL0833* NAD 83(1986)-  32 20 14.     (N)    083 33 58.     (W)     SCALED    
 CL0833* NAVD 88     -       114.209  (meters)     374.70   (feet)  ADJUSTED  
 CL0833  ___________________________________________________________________
 CL0833  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CL0833  DYNAMIC HT  -         114.078 (meters)     374.27  (feet)  COMP
 CL0833  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CL0833
 CL0833  VERT ORDER  -  SECOND    CLASS 0
 CL0833
 CL0833.The horizontal coordinates were scaled from a topographic map and have
 CL0833.an estimated accuracy of +/- 6 seconds.
 CL0833
 CL0833.The orthometric height was determined by differential leveling
 CL0833.and adjusted by the National Geodetic Survey in June 1991..
 CL0833
 CL0833.The geoid height was determined by GEOID03.
 CL0833
 CL0833.The dynamic height is computed by dividing the NAVD 88
 CL0833.geopotential number by the normal gravity value computed on the
 CL0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0833.degrees latitude (g = 980.6199 gals.).
 CL0833
 CL0833.The modeled gravity was interpolated from observed gravity values.
 CL0833
 CL0833;                    North         East    Units  Estimated Accuracy
 CL0833;SPC GA W     -   259,270.      756,530.      MT  (+/- 180 meters Scaled)
 CL0833
 CL0833                          SUPERSEDED SURVEY CONTROL
 CL0833
 CL0833  NGVD 29 (??/??/92)  114.381  (m)          375.26   (f) ADJ UNCH    2 0
 CL0833
 CL0833.Superseded values are not recommended for survey control.
 CL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0833.See file dsdata.txt to determine how the superseded data were derived.
 CL0833
 CL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR584807(NAD 83)
 CL0833_MARKER: DD = SURVEY DISK
 CL0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0833_STAMPING: 3 B 15
 CL0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0833+STABILITY: SURFACE MOTION
 CL0833
 CL0833  HISTORY     - Date     Condition        Report By
 CL0833  HISTORY     - UNK      MONUMENTED       GAGS
 CL0833  HISTORY     - 1934     GOOD             NGS
 CL0833  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0833
 CL0833                          STATION DESCRIPTION
 CL0833
 CL0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0833'6.9 MI NW FROM HAWKINSVILLE.
 CL0833'6.9 MILES NORTHWEST ALONG U.S. HIGHWAY 341, FROM THE COURTHOUSE
 CL0833'AT HAWKINSVILLE, PULASKI COUNTY, 0.6 MILE EAST OF THE HOUSTON-PULASKI
 CL0833'COUNTY LINE, ON THE BUFORD DAVIS PROPERTY, 42 FEET SOUTH
 CL0833'OF A NEGRO HOUSE, AND 25 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL0833'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 3 B 15 AND SET
 CL0833'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CL0833
 CL0833                          STATION RECOVERY (1973)
 CL0833
 CL0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0832 ***********************************************************************
 CL0832  DESIGNATION -  3 B 16
 CL0832  PID         -  CL0832
 CL0832  STATE/COUNTY-  GA/HOUSTON
 CL0832  USGS QUAD   -  KLONDIKE (1973)
 CL0832
 CL0832                         *CURRENT SURVEY CONTROL
 CL0832  ___________________________________________________________________
 CL0832* NAD 83(1986)-  32 20 55.     (N)    083 34 34.     (W)     SCALED    
 CL0832* NAVD 88     -       115.640  (meters)     379.40   (feet)  ADJUSTED  
 CL0832  ___________________________________________________________________
 CL0832  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CL0832  DYNAMIC HT  -         115.507 (meters)     378.96  (feet)  COMP
 CL0832  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CL0832
 CL0832  VERT ORDER  -  SECOND    CLASS 0
 CL0832
 CL0832.The horizontal coordinates were scaled from a topographic map and have
 CL0832.an estimated accuracy of +/- 6 seconds.
 CL0832
 CL0832.The orthometric height was determined by differential leveling
 CL0832.and adjusted by the National Geodetic Survey in June 1991..
 CL0832
 CL0832.The geoid height was determined by GEOID03.
 CL0832
 CL0832.The dynamic height is computed by dividing the NAVD 88
 CL0832.geopotential number by the normal gravity value computed on the
 CL0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0832.degrees latitude (g = 980.6199 gals.).
 CL0832
 CL0832.The modeled gravity was interpolated from observed gravity values.
 CL0832
 CL0832;                    North         East    Units  Estimated Accuracy
 CL0832;SPC GA W     -   260,520.      755,590.      MT  (+/- 180 meters Scaled)
 CL0832
 CL0832                          SUPERSEDED SURVEY CONTROL
 CL0832
 CL0832  NGVD 29 (??/??/92)  115.809  (m)          379.95   (f) ADJ UNCH    2 0
 CL0832
 CL0832.Superseded values are not recommended for survey control.
 CL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0832.See file dsdata.txt to determine how the superseded data were derived.
 CL0832
 CL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR575819(NAD 83)
 CL0832_MARKER: DD = SURVEY DISK
 CL0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0832_STAMPING: 3 B 16
 CL0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0832+STABILITY: SURFACE MOTION
 CL0832
 CL0832  HISTORY     - Date     Condition        Report By
 CL0832  HISTORY     - UNK      MONUMENTED       GAGS
 CL0832  HISTORY     - 1934     GOOD             NGS
 CL0832  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0832
 CL0832                          STATION DESCRIPTION
 CL0832
 CL0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0832'7.9 MI NW FROM HAWKINSVILLE.
 CL0832'IN HOUSTON COUNTY, 7.9 MILES NORTHWEST ALONG U.S. HIGHWAY 341
 CL0832'FROM THE COURTHOUSE AT HAWKINSVILLE, PULASKI COUNTY, 0.4 MILE NORTH
 CL0832'OF THE HOUSTON-PULASKI COUNTY LINE, 105 FEET NORTHWEST OF A
 CL0832'SERVICE STATION, 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL0832'HIGHWAY, AND 7.6 FEET WEST OF A TELEPHONE POLE.  A STATE SURVEY
 CL0832'STANDARD DISK, STAMPED 3 B 16 AND SET IN THE TOP OF A CONCRETE POST
 CL0832'PROJECTING 1 INCH ABOVE GROUND.
 CL0832
 CL0832                          STATION RECOVERY (1973)
 CL0832
 CL0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0831 ***********************************************************************
 CL0831  DESIGNATION -  3 B 17
 CL0831  PID         -  CL0831
 CL0831  STATE/COUNTY-  GA/HOUSTON
 CL0831  USGS QUAD   -  KLONDIKE (1973)
 CL0831
 CL0831                         *CURRENT SURVEY CONTROL
 CL0831  ___________________________________________________________________
 CL0831* NAD 83(1986)-  32 21 30.     (N)    083 35 39.     (W)     SCALED    
 CL0831* NAVD 88     -       119.465  (meters)     391.94   (feet)  ADJUSTED  
 CL0831  ___________________________________________________________________
 CL0831  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CL0831  DYNAMIC HT  -         119.329 (meters)     391.50  (feet)  COMP
 CL0831  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CL0831
 CL0831  VERT ORDER  -  SECOND    CLASS 0
 CL0831
 CL0831.The horizontal coordinates were scaled from a topographic map and have
 CL0831.an estimated accuracy of +/- 6 seconds.
 CL0831
 CL0831.The orthometric height was determined by differential leveling
 CL0831.and adjusted by the National Geodetic Survey in June 1991..
 CL0831
 CL0831.The geoid height was determined by GEOID03.
 CL0831
 CL0831.The dynamic height is computed by dividing the NAVD 88
 CL0831.geopotential number by the normal gravity value computed on the
 CL0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0831.degrees latitude (g = 980.6199 gals.).
 CL0831
 CL0831.The modeled gravity was interpolated from observed gravity values.
 CL0831
 CL0831;                    North         East    Units  Estimated Accuracy
 CL0831;SPC GA W     -   261,590.      753,880.      MT  (+/- 180 meters Scaled)
 CL0831
 CL0831                          SUPERSEDED SURVEY CONTROL
 CL0831
 CL0831  NGVD 29 (??/??/92)  119.632  (m)          392.49   (f) ADJ UNCH    2 0
 CL0831
 CL0831.Superseded values are not recommended for survey control.
 CL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0831.See file dsdata.txt to determine how the superseded data were derived.
 CL0831
 CL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR558831(NAD 83)
 CL0831_MARKER: DD = SURVEY DISK
 CL0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0831_STAMPING: 3 B 17
 CL0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0831+STABILITY: SURFACE MOTION
 CL0831
 CL0831  HISTORY     - Date     Condition        Report By
 CL0831  HISTORY     - UNK      MONUMENTED       GAGS
 CL0831  HISTORY     - 1934     GOOD             NGS
 CL0831  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0831
 CL0831                          STATION DESCRIPTION
 CL0831
 CL0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0831'9.1 MI NW FROM HAWKINSVILLE.
 CL0831'IN HOUSTON COUNTY, 9.1 MILES NORTHWEST ALONG U.S. HIGHWAY 341
 CL0831'FROM THE COURTHOUSE AT HAWKINSVILLE, PULASKI COUNTY, 1.25 MILES
 CL0831'WEST OF KLONDIKE, ABOUT 675 YARDS EAST OF A CULVERT, AT THE TOP
 CL0831'OF A HILL, ON THE CORNELIUS SCOTT PROPERTY, 36 FEET NORTHEAST
 CL0831'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF THE EAST EDGE OF
 CL0831'A BANK, AND 2.7 FEET SOUTHEAST OF A TELEPHONE POLE.  A STATE
 CL0831'SURVEY STANDARD DISK, STAMPED 3 B 17 AND SET IN THE TOP OF A
 CL0831'CONCRETE POST FLUSH WITH THE GROUND.
 CL0831
 CL0831                          STATION RECOVERY (1973)
 CL0831
 CL0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0830 ***********************************************************************
 CL0830  DESIGNATION -  3 B 18
 CL0830  PID         -  CL0830
 CL0830  STATE/COUNTY-  GA/HOUSTON
 CL0830  USGS QUAD   -  KLONDIKE (1973)
 CL0830
 CL0830                         *CURRENT SURVEY CONTROL
 CL0830  ___________________________________________________________________
 CL0830* NAD 83(1986)-  32 22 14.     (N)    083 36 57.     (W)     SCALED    
 CL0830* NAVD 88     -       102.517  (meters)     336.34   (feet)  ADJUSTED  
 CL0830  ___________________________________________________________________
 CL0830  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CL0830  DYNAMIC HT  -         102.400 (meters)     335.96  (feet)  COMP
 CL0830  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CL0830
 CL0830  VERT ORDER  -  SECOND    CLASS 0
 CL0830
 CL0830.The horizontal coordinates were scaled from a topographic map and have
 CL0830.an estimated accuracy of +/- 6 seconds.
 CL0830
 CL0830.The orthometric height was determined by differential leveling
 CL0830.and adjusted by the National Geodetic Survey in June 1991..
 CL0830
 CL0830.The geoid height was determined by GEOID03.
 CL0830
 CL0830.The dynamic height is computed by dividing the NAVD 88
 CL0830.geopotential number by the normal gravity value computed on the
 CL0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0830.degrees latitude (g = 980.6199 gals.).
 CL0830
 CL0830.The modeled gravity was interpolated from observed gravity values.
 CL0830
 CL0830;                    North         East    Units  Estimated Accuracy
 CL0830;SPC GA W     -   262,940.      751,840.      MT  (+/- 180 meters Scaled)
 CL0830
 CL0830                          SUPERSEDED SURVEY CONTROL
 CL0830
 CL0830  NGVD 29 (??/??/92)  102.680  (m)          336.88   (f) ADJ UNCH    2 0
 CL0830
 CL0830.Superseded values are not recommended for survey control.
 CL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0830.See file dsdata.txt to determine how the superseded data were derived.
 CL0830
 CL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR538845(NAD 83)
 CL0830_MARKER: DD = SURVEY DISK
 CL0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0830_STAMPING: 3 B 18
 CL0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0830+STABILITY: SURFACE MOTION
 CL0830
 CL0830  HISTORY     - Date     Condition        Report By
 CL0830  HISTORY     - UNK      MONUMENTED       GAGS
 CL0830  HISTORY     - 1934     GOOD             NGS
 CL0830  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0830
 CL0830                          STATION DESCRIPTION
 CL0830
 CL0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0830'10.6 MI NW FROM HAWKINSVILLE.
 CL0830'IN HOUSTON COUNTY, 10.6 MILES NORTHWEST ALONG U.S. HIGHWAY 341
 CL0830'FROM THE COURTHOUSE AT HAWKINSVILLE, PULASKI COUNTY, ABOUT 1 MILE
 CL0830'SOUTHEAST OF HAYNESVILLE, AT A LONG CURVE, ABOUT 1/4 MILE WEST
 CL0830'OF A CULVERT, 564 FEET SOUTH OF THE SMOKE PERRY HOUSE, ABOUT
 CL0830'100 FEET EAST OF THE CENTERLINE OF A DIRT SIDE ROAD, 62.5 FEET
 CL0830'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN A HEDGE ROW.
 CL0830'A STATE SURVEY STANDARD DISK, STAMPED 3 B 18 AND SET IN THE TOP
 CL0830'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CL0830
 CL0830                          STATION RECOVERY (1973)
 CL0830
 CL0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0829 ***********************************************************************
 CL0829  DESIGNATION -  3 B 19
 CL0829  PID         -  CL0829
 CL0829  STATE/COUNTY-  GA/HOUSTON
 CL0829  USGS QUAD   -  HAYNEVILLE (1981)
 CL0829
 CL0829                         *CURRENT SURVEY CONTROL
 CL0829  ___________________________________________________________________
 CL0829* NAD 83(1986)-  32 23 21.     (N)    083 37 20.     (W)     SCALED    
 CL0829* NAVD 88     -       132.834  (meters)     435.81   (feet)  ADJUSTED  
 CL0829  ___________________________________________________________________
 CL0829  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CL0829  DYNAMIC HT  -         132.683 (meters)     435.31  (feet)  COMP
 CL0829  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CL0829
 CL0829  VERT ORDER  -  SECOND    CLASS 0
 CL0829
 CL0829.The horizontal coordinates were scaled from a topographic map and have
 CL0829.an estimated accuracy of +/- 6 seconds.
 CL0829
 CL0829.The orthometric height was determined by differential leveling
 CL0829.and adjusted by the National Geodetic Survey in June 1991..
 CL0829
 CL0829.The geoid height was determined by GEOID03.
 CL0829
 CL0829.The dynamic height is computed by dividing the NAVD 88
 CL0829.geopotential number by the normal gravity value computed on the
 CL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0829.degrees latitude (g = 980.6199 gals.).
 CL0829
 CL0829.The modeled gravity was interpolated from observed gravity values.
 CL0829
 CL0829;                    North         East    Units  Estimated Accuracy
 CL0829;SPC GA W     -   265,000.      751,220.      MT  (+/- 180 meters Scaled)
 CL0829
 CL0829                          SUPERSEDED SURVEY CONTROL
 CL0829
 CL0829  NGVD 29 (??/??/92)  133.00   (m)          436.4    (f) COMPUTED    2 0
 CL0829
 CL0829.Superseded values are not recommended for survey control.
 CL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0829.See file dsdata.txt to determine how the superseded data were derived.
 CL0829
 CL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR533865(NAD 83)
 CL0829_MARKER: DD = SURVEY DISK
 CL0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0829_STAMPING: 3 B 19
 CL0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0829+STABILITY: SURFACE MOTION
 CL0829
 CL0829  HISTORY     - Date     Condition        Report By
 CL0829  HISTORY     - UNK      MONUMENTED       GAGS
 CL0829  HISTORY     - 1934     GOOD             NGS
 CL0829  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0829
 CL0829                          STATION DESCRIPTION
 CL0829
 CL0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0829'2.1 MI SE FROM CLINCHFIELD.
 CL0829'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 341 FROM THE BRIDGE OVER
 CL0829'THE SOUTHERN RAILWAY AT CLINCHFIELD, HOUSTON COUNTY, AT HAYNESVILLE,
 CL0829'ABOUT 200 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE,
 CL0829'362 FEET NORTHEAST OF A GENERAL STORE, 127 FEET NORTH OF A
 CL0829'WINDMILL, 100 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 CL0829'AND 29 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 CL0829'SURVEY STANDARD DISK, STAMPED 3 B 19 AND SET IN THE TOP OF A
 CL0829'CONCRETE POST FLUSH WITH THE GROUND.
 CL0829
 CL0829                          STATION RECOVERY (1973)
 CL0829
 CL0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0759 ***********************************************************************
 CL0759  DESIGNATION -  3 B 2
 CL0759  PID         -  CL0759
 CL0759  STATE/COUNTY-  GA/BLECKLEY
 CL0759  USGS QUAD   -  EMPIRE (1974)
 CL0759
 CL0759                         *CURRENT SURVEY CONTROL
 CL0759  ___________________________________________________________________
 CL0759* NAD 83(1986)-  32 19 37.     (N)    083 19 07.     (W)     SCALED    
 CL0759* NAVD 88     -        99.876  (meters)     327.68   (feet)  ADJUSTED  
 CL0759  ___________________________________________________________________
 CL0759  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CL0759  DYNAMIC HT  -          99.761 (meters)     327.30  (feet)  COMP
 CL0759  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CL0759
 CL0759  VERT ORDER  -  FIRST     CLASS II
 CL0759
 CL0759.The horizontal coordinates were scaled from a topographic map and have
 CL0759.an estimated accuracy of +/- 6 seconds.
 CL0759
 CL0759.The orthometric height was determined by differential leveling
 CL0759.and adjusted by the National Geodetic Survey in June 1991..
 CL0759
 CL0759.The geoid height was determined by GEOID03.
 CL0759
 CL0759.The dynamic height is computed by dividing the NAVD 88
 CL0759.geopotential number by the normal gravity value computed on the
 CL0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0759.degrees latitude (g = 980.6199 gals.).
 CL0759
 CL0759.The modeled gravity was interpolated from observed gravity values.
 CL0759
 CL0759;                    North         East    Units  Estimated Accuracy
 CL0759;SPC GA W     -   258,280.      779,840.      MT  (+/- 180 meters Scaled)
 CL0759
 CL0759                          SUPERSEDED SURVEY CONTROL
 CL0759
 CL0759  NGVD 29 (??/??/92)  100.069  (m)          328.31   (f) ADJ UNCH    1 2
 CL0759
 CL0759.Superseded values are not recommended for survey control.
 CL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0759.See file dsdata.txt to determine how the superseded data were derived.
 CL0759
 CL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR817790(NAD 83)
 CL0759_MARKER: DD = SURVEY DISK
 CL0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0759_STAMPING: 3 B 2
 CL0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0759+STABILITY: SURFACE MOTION
 CL0759
 CL0759  HISTORY     - Date     Condition        Report By
 CL0759  HISTORY     - UNK      MONUMENTED       GAGS
 CL0759  HISTORY     - 1959     GOOD             NGS
 CL0759
 CL0759                          STATION DESCRIPTION
 CL0759
 CL0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0759'2 MI SW FROM EMPIRE.
 CL0759'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 257 FROM THE NORTHWEST
 CL0759'JUNCTION OF U.S. HIGHWAY 23 AT EMPIRE, THENCE ABOUT 0.3 MILE
 CL0759'SOUTHEAST ACROSS AN OPEN FIELD, ALONG THE ABANDONED SITE OF THE
 CL0759'WRIGHTSVILLE AND TENNILLE RAILROAD, ON THE TOP OF A SLIGHT GRADE,
 CL0759'IN A SMALL GROVE OF PINE AND SCRUB OAK TREES, AT A POINT WHERE THE
 CL0759'RAILROAD USED TO PASS THROUGH A LOW CUT (ABOUT 200 YARDS LONG), AT
 CL0759'THE FORMER SITE OF PETE PERKINS HOUSE, 10 1/2 FEET SOUTHEAST OF THE
 CL0759'CENTER LINE OF ABANDONED RAILROAD BED, 76 1/2 FEET SOUTHWEST OF THE
 CL0759'CENTER LINE OF AN OLD DIM ROAD THAT CROSSED THE RAILROAD, 47 FEET
 CL0759'SOUTHWEST OF AND ACROSS THE RAILROAD BED FROM A PROPERTY LINE FENCE
 CL0759'BETWEEN TWO LARGE CULTIVATED FIELDS, 15 1/2 FEET WEST-NORTHWEST OF
 CL0759'THE NORTHEAST ONE OF TWO 10-INCH SCRUB OAK TREES, 150 FEET NORTHEAST
 CL0759'OF THE SOUTHWEST END OF CUT, 2 FEET ABOVE THE LEVEL OF ABANDONED
 CL0759'RAILROAD BED, AND SET IN TOP OF A CONCRETE POST 3 INCHES BELOW THE
 CL0759'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0828 ***********************************************************************
 CL0828  DESIGNATION -  3 B 20
 CL0828  PID         -  CL0828
 CL0828  STATE/COUNTY-  GA/HOUSTON
 CL0828  USGS QUAD   -  HAYNEVILLE (1981)
 CL0828
 CL0828                         *CURRENT SURVEY CONTROL
 CL0828  ___________________________________________________________________
 CL0828* NAD 83(1986)-  32 23 00.     (N)    083 37 15.     (W)     SCALED    
 CL0828* NAVD 88     -       133.413  (meters)     437.71   (feet)  ADJUSTED  
 CL0828  ___________________________________________________________________
 CL0828  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CL0828  DYNAMIC HT  -         133.262 (meters)     437.21  (feet)  COMP
 CL0828  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 CL0828
 CL0828  VERT ORDER  -  SECOND    CLASS 0
 CL0828
 CL0828.The horizontal coordinates were scaled from a topographic map and have
 CL0828.an estimated accuracy of +/- 6 seconds.
 CL0828
 CL0828.The orthometric height was determined by differential leveling
 CL0828.and adjusted by the National Geodetic Survey in June 1991..
 CL0828
 CL0828.The geoid height was determined by GEOID03.
 CL0828
 CL0828.The dynamic height is computed by dividing the NAVD 88
 CL0828.geopotential number by the normal gravity value computed on the
 CL0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0828.degrees latitude (g = 980.6199 gals.).
 CL0828
 CL0828.The modeled gravity was interpolated from observed gravity values.
 CL0828
 CL0828;                    North         East    Units  Estimated Accuracy
 CL0828;SPC GA W     -   264,350.      751,360.      MT  (+/- 180 meters Scaled)
 CL0828
 CL0828                          SUPERSEDED SURVEY CONTROL
 CL0828
 CL0828  NGVD 29 (??/??/92)  133.57   (m)          438.2    (f) COMPUTED    2 0
 CL0828
 CL0828.Superseded values are not recommended for survey control.
 CL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0828.See file dsdata.txt to determine how the superseded data were derived.
 CL0828
 CL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR534859(NAD 83)
 CL0828_MARKER: DD = SURVEY DISK
 CL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0828_STAMPING: 3 B 20
 CL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0828+STABILITY: SURFACE MOTION
 CL0828
 CL0828  HISTORY     - Date     Condition        Report By
 CL0828  HISTORY     - UNK      MONUMENTED       GAGS
 CL0828  HISTORY     - 1934     GOOD             NGS
 CL0828
 CL0828                          STATION DESCRIPTION
 CL0828
 CL0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0828'1.7 MI SE FROM CLINCHFIELD.
 CL0828'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 341 FROM THE BRIDGE OVER
 CL0828'THE SOUTHERN RAILWAY AT CLINCHFIELD, HOUSTON COUNTY, 0.4 MILE
 CL0828'NORTHWEST OF HAYNESVILLE, AT A CURVE IN THE HIGHWAY, ON THE
 CL0828'MARY HARRISON PROPERTY, 141 FEET SOUTHEAST OF A STORE, 116 FEET
 CL0828'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 56 FEET EAST OF THE
 CL0828'CENTERLINE OF THE HIGHWAY, 18.8 FEET EAST OF A FENCE CORNER, AND
 CL0828'1.3 FEET NORTH OF THE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 CL0828'3 B 20 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0827 ***********************************************************************
 CL0827  DESIGNATION -  3 B 21
 CL0827  PID         -  CL0827
 CL0827  STATE/COUNTY-  GA/HOUSTON
 CL0827  USGS QUAD   -  PERRY EAST (1985)
 CL0827
 CL0827                         *CURRENT SURVEY CONTROL
 CL0827  ___________________________________________________________________
 CL0827* NAD 83(1986)-  32 24 58.     (N)    083 38 26.     (W)     SCALED    
 CL0827* NAVD 88     -        85.932  (meters)     281.93   (feet)  ADJUSTED  
 CL0827  ___________________________________________________________________
 CL0827  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CL0827  DYNAMIC HT  -          85.835 (meters)     281.61  (feet)  COMP
 CL0827  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 CL0827
 CL0827  VERT ORDER  -  SECOND    CLASS 0
 CL0827
 CL0827.The horizontal coordinates were scaled from a topographic map and have
 CL0827.an estimated accuracy of +/- 6 seconds.
 CL0827
 CL0827.The orthometric height was determined by differential leveling
 CL0827.and adjusted by the National Geodetic Survey in June 1991..
 CL0827
 CL0827.The geoid height was determined by GEOID03.
 CL0827
 CL0827.The dynamic height is computed by dividing the NAVD 88
 CL0827.geopotential number by the normal gravity value computed on the
 CL0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0827.degrees latitude (g = 980.6199 gals.).
 CL0827
 CL0827.The modeled gravity was interpolated from observed gravity values.
 CL0827
 CL0827;                    North         East    Units  Estimated Accuracy
 CL0827;SPC GA W     -   267,980.      749,480.      MT  (+/- 180 meters Scaled)
 CL0827
 CL0827                          SUPERSEDED SURVEY CONTROL
 CL0827
 CL0827  NGVD 29 (??/??/92)   86.092  (m)          282.45   (f) ADJ UNCH    2 0
 CL0827
 CL0827.Superseded values are not recommended for survey control.
 CL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0827.See file dsdata.txt to determine how the superseded data were derived.
 CL0827
 CL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR516896(NAD 83)
 CL0827_MARKER: DD = SURVEY DISK
 CL0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0827_STAMPING: 3 B 21
 CL0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0827+STABILITY: SURFACE MOTION
 CL0827
 CL0827  HISTORY     - Date     Condition        Report By
 CL0827  HISTORY     - UNK      MONUMENTED       GAGS
 CL0827  HISTORY     - 1934     GOOD             NGS
 CL0827  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0827
 CL0827                          STATION DESCRIPTION
 CL0827
 CL0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0827'AT CLINCHFIELD.
 CL0827'AT CLINCHFIELD, HOUSTON COUNTY, ON U.S. HIGHWAY 341, 0.4 MILE
 CL0827'NORTHWEST OF THE BRIDGE OVER THE SOUTHERN RAILWAY, 204 FEET
 CL0827'NORTH OF THE NORTH CORNER OF A CHURCH, 50 FEET NORTHEAST OF THE
 CL0827'NORTHEAST CORNER OF A HOUSE, 34 FEET SOUTHWEST OF THE CENTERLINE
 CL0827'OF THE HIGHWAY, AND 4 FEET SOUTHWEST OF THE EDGE OF A CUT BANK.
 CL0827'A STATE SURVEY STANDARD DISK, STAMPED 3 B 21 AND SET IN THE TOP
 CL0827'OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL0827
 CL0827                          STATION RECOVERY (1973)
 CL0827
 CL0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0826 ***********************************************************************
 CL0826  DESIGNATION -  3 B 22
 CL0826  PID         -  CL0826
 CL0826  STATE/COUNTY-  GA/HOUSTON
 CL0826  USGS QUAD   -  PERRY EAST (1985)
 CL0826
 CL0826                         *CURRENT SURVEY CONTROL
 CL0826  ___________________________________________________________________
 CL0826* NAD 83(1986)-  32 25 24.     (N)    083 38 34.     (W)     SCALED    
 CL0826* NAVD 88     -        90.298  (meters)     296.25   (feet)  ADJUSTED  
 CL0826  ___________________________________________________________________
 CL0826  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CL0826  DYNAMIC HT  -          90.196 (meters)     295.92  (feet)  COMP
 CL0826  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 CL0826
 CL0826  VERT ORDER  -  SECOND    CLASS 0
 CL0826
 CL0826.The horizontal coordinates were scaled from a topographic map and have
 CL0826.an estimated accuracy of +/- 6 seconds.
 CL0826
 CL0826.The orthometric height was determined by differential leveling
 CL0826.and adjusted by the National Geodetic Survey in June 1991..
 CL0826
 CL0826.The geoid height was determined by GEOID03.
 CL0826
 CL0826.The dynamic height is computed by dividing the NAVD 88
 CL0826.geopotential number by the normal gravity value computed on the
 CL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0826.degrees latitude (g = 980.6199 gals.).
 CL0826
 CL0826.The modeled gravity was interpolated from observed gravity values.
 CL0826
 CL0826;                    North         East    Units  Estimated Accuracy
 CL0826;SPC GA W     -   268,780.      749,270.      MT  (+/- 180 meters Scaled)
 CL0826
 CL0826                          SUPERSEDED SURVEY CONTROL
 CL0826
 CL0826  NGVD 29 (??/??/92)   90.455  (m)          296.77   (f) ADJ UNCH    2 0
 CL0826
 CL0826.Superseded values are not recommended for survey control.
 CL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0826.See file dsdata.txt to determine how the superseded data were derived.
 CL0826
 CL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR514904(NAD 83)
 CL0826_MARKER: DD = SURVEY DISK
 CL0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0826_STAMPING: 3 B 22
 CL0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0826+STABILITY: SURFACE MOTION
 CL0826
 CL0826  HISTORY     - Date     Condition        Report By
 CL0826  HISTORY     - UNK      MONUMENTED       GAGS
 CL0826  HISTORY     - 1934     GOOD             NGS
 CL0826  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0826
 CL0826                          STATION DESCRIPTION
 CL0826
 CL0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0826'0.9 MI NW FROM CLINCHFIELD.
 CL0826'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 341 FROM THE BRIDGE OVER
 CL0826'THE SOUTHERN RAILWAY AT CLINCHFIELD, HOUSTON COUNTY, 0.2 MILE
 CL0826'SOUTH OF THE BIG INDIAN CREEK BRIDGE, 258 FEET SOUTHEAST OF A
 CL0826'TRANSFORMER HOUSE ON A POWER LINE, AT THE TOP OF A HILL, 72 FEET
 CL0826'NORTHEAST OF THE CENTER OF THE JUNCTION OF A SIDE ROAD, 28 FEET
 CL0826'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET EAST OF THE
 CL0826'EDGE OF A BANK.  A STATE SURVEY STANDARD DISK, STAMPED 3 B 22
 CL0826'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CL0826'GROUND.
 CL0826
 CL0826                          STATION RECOVERY (1973)
 CL0826
 CL0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0825 ***********************************************************************
 CL0825  DESIGNATION -  3 B 23
 CL0825  PID         -  CL0825
 CL0825  STATE/COUNTY-  GA/HOUSTON
 CL0825  USGS QUAD   -  PERRY EAST (1985)
 CL0825
 CL0825                         *CURRENT SURVEY CONTROL
 CL0825  ___________________________________________________________________
 CL0825* NAD 83(1986)-  32 27 02.     (N)    083 40 09.     (W)     SCALED    
 CL0825* NAVD 88     -       103.867  (meters)     340.77   (feet)  ADJUSTED  
 CL0825  ___________________________________________________________________
 CL0825  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CL0825  DYNAMIC HT  -         103.751 (meters)     340.39  (feet)  COMP
 CL0825  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CL0825
 CL0825  VERT ORDER  -  SECOND    CLASS 0
 CL0825
 CL0825.The horizontal coordinates were scaled from a topographic map and have
 CL0825.an estimated accuracy of +/- 6 seconds.
 CL0825
 CL0825.The orthometric height was determined by differential leveling
 CL0825.and adjusted by the National Geodetic Survey in June 1991..
 CL0825
 CL0825.The geoid height was determined by GEOID03.
 CL0825
 CL0825.The dynamic height is computed by dividing the NAVD 88
 CL0825.geopotential number by the normal gravity value computed on the
 CL0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0825.degrees latitude (g = 980.6199 gals.).
 CL0825
 CL0825.The modeled gravity was interpolated from observed gravity values.
 CL0825
 CL0825;                    North         East    Units  Estimated Accuracy
 CL0825;SPC GA W     -   271,780.      746,780.      MT  (+/- 180 meters Scaled)
 CL0825
 CL0825                          SUPERSEDED SURVEY CONTROL
 CL0825
 CL0825  NGVD 29 (??/??/92)  104.012  (m)          341.25   (f) ADJ UNCH    2 0
 CL0825
 CL0825.Superseded values are not recommended for survey control.
 CL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0825.See file dsdata.txt to determine how the superseded data were derived.
 CL0825
 CL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR490935(NAD 83)
 CL0825_MARKER: DD = SURVEY DISK
 CL0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0825_STAMPING: 3 B 23
 CL0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0825+STABILITY: SURFACE MOTION
 CL0825
 CL0825  HISTORY     - Date     Condition        Report By
 CL0825  HISTORY     - UNK      MONUMENTED       GAGS
 CL0825  HISTORY     - 1934     GOOD             NGS
 CL0825  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0825
 CL0825                          STATION DESCRIPTION
 CL0825
 CL0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0825'3.8 MI SE FROM PERRY.
 CL0825'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE
 CL0825'AT PERRY, HOUSTON COUNTY, ABOUT 170 YARDS SOUTHEAST OF THE JUNCTION
 CL0825'OF A SIDE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.5
 CL0825'FEET WEST OF A SMALL PECAN TREE, 5.9 FEET SOUTH OF A RIGHT-OF-WAY
 CL0825'MARKER, AND 2.8 FEET SOUTH OF A FENCE CORNER.  A STATE SURVEY STANDARD
 CL0825'DISK, STAMPED 3 B 23 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0825'1 INCH ABOVE GROUND.
 CL0825
 CL0825                          STATION RECOVERY (1973)
 CL0825
 CL0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0824 ***********************************************************************
 CL0824  DESIGNATION -  3 B 24
 CL0824  PID         -  CL0824
 CL0824  STATE/COUNTY-  GA/HOUSTON
 CL0824  USGS QUAD   -  PERRY EAST (1985)
 CL0824
 CL0824                         *CURRENT SURVEY CONTROL
 CL0824  ___________________________________________________________________
 CL0824* NAD 83(1986)-  32 27 09.     (N)    083 40 40.     (W)     SCALED    
 CL0824* NAVD 88     -        98.194  (meters)     322.16   (feet)  ADJUSTED  
 CL0824  ___________________________________________________________________
 CL0824  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CL0824  DYNAMIC HT  -          98.084 (meters)     321.80  (feet)  COMP
 CL0824  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CL0824
 CL0824  VERT ORDER  -  SECOND    CLASS 0
 CL0824
 CL0824.The horizontal coordinates were scaled from a topographic map and have
 CL0824.an estimated accuracy of +/- 6 seconds.
 CL0824
 CL0824.The orthometric height was determined by differential leveling
 CL0824.and adjusted by the National Geodetic Survey in June 1991..
 CL0824
 CL0824.The geoid height was determined by GEOID03.
 CL0824
 CL0824.The dynamic height is computed by dividing the NAVD 88
 CL0824.geopotential number by the normal gravity value computed on the
 CL0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0824.degrees latitude (g = 980.6199 gals.).
 CL0824
 CL0824.The modeled gravity was interpolated from observed gravity values.
 CL0824
 CL0824;                    North         East    Units  Estimated Accuracy
 CL0824;SPC GA W     -   272,000.      745,960.      MT  (+/- 180 meters Scaled)
 CL0824
 CL0824                          SUPERSEDED SURVEY CONTROL
 CL0824
 CL0824  NGVD 29 (??/??/92)   98.339  (m)          322.63   (f) ADJ UNCH    2 0
 CL0824
 CL0824.Superseded values are not recommended for survey control.
 CL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0824.See file dsdata.txt to determine how the superseded data were derived.
 CL0824
 CL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR482937(NAD 83)
 CL0824_MARKER: DD = SURVEY DISK
 CL0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0824_STAMPING: 3 B 24
 CL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0824+STABILITY: SURFACE MOTION
 CL0824
 CL0824  HISTORY     - Date     Condition        Report By
 CL0824  HISTORY     - UNK      MONUMENTED       GAGS
 CL0824  HISTORY     - 1934     GOOD             NGS
 CL0824
 CL0824                          STATION DESCRIPTION
 CL0824
 CL0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0824'3.3 MI SE FROM PERRY.
 CL0824'3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE AT
 CL0824'PERRY, HOUSTON COUNTY, 75 YARDS SOUTHEAST OF A CONCRETE CULVERT,
 CL0824'20 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 22 FEET WEST OF
 CL0824'A WELL, 33 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 CL0824'NORTH OF THE EDGE OF A BANK.  A STATE SURVEY STANDARD DISK, STAMPED
 CL0824'3 B 24 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CL0824'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0823 ***********************************************************************
 CL0823  DESIGNATION -  3 B 25
 CL0823  PID         -  CL0823
 CL0823  STATE/COUNTY-  GA/HOUSTON
 CL0823  USGS QUAD   -  PERRY EAST (1985)
 CL0823
 CL0823                         *CURRENT SURVEY CONTROL
 CL0823  ___________________________________________________________________
 CL0823* NAD 83(1986)-  32 27 17.     (N)    083 42 42.     (W)     SCALED    
 CL0823* NAVD 88     -       110.591  (meters)     362.83   (feet)  ADJUSTED  
 CL0823  ___________________________________________________________________
 CL0823  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CL0823  DYNAMIC HT  -         110.468 (meters)     362.43  (feet)  COMP
 CL0823  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CL0823
 CL0823  VERT ORDER  -  SECOND    CLASS 0
 CL0823
 CL0823.The horizontal coordinates were scaled from a topographic map and have
 CL0823.an estimated accuracy of +/- 6 seconds.
 CL0823
 CL0823.The orthometric height was determined by differential leveling
 CL0823.and adjusted by the National Geodetic Survey in June 1991..
 CL0823
 CL0823.The geoid height was determined by GEOID03.
 CL0823
 CL0823.The dynamic height is computed by dividing the NAVD 88
 CL0823.geopotential number by the normal gravity value computed on the
 CL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0823.degrees latitude (g = 980.6199 gals.).
 CL0823
 CL0823.The modeled gravity was interpolated from observed gravity values.
 CL0823
 CL0823;                    North         East    Units  Estimated Accuracy
 CL0823;SPC GA W     -   272,230.      742,780.      MT  (+/- 180 meters Scaled)
 CL0823
 CL0823                          SUPERSEDED SURVEY CONTROL
 CL0823
 CL0823  NGVD 29 (??/??/92)  110.731  (m)          363.29   (f) ADJ UNCH    2 0
 CL0823
 CL0823.Superseded values are not recommended for survey control.
 CL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0823.See file dsdata.txt to determine how the superseded data were derived.
 CL0823
 CL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR451940(NAD 83)
 CL0823_MARKER: DD = SURVEY DISK
 CL0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0823_STAMPING: 3 B 25
 CL0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0823+STABILITY: SURFACE MOTION
 CL0823
 CL0823  HISTORY     - Date     Condition        Report By
 CL0823  HISTORY     - UNK      MONUMENTED       GAGS
 CL0823  HISTORY     - 1934     GOOD             NGS
 CL0823  HISTORY     - 1972     MARK NOT FOUND   USGS
 CL0823
 CL0823                          STATION DESCRIPTION
 CL0823
 CL0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0823'1.3 MI SE FROM PERRY.
 CL0823'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE AT
 CL0823'PERRY, HOUSTON COUNTY, AT A CURVE, 244 FEET SOUTH OF THE SOUTHEAST
 CL0823'CORNER OF THE C.O. KEGG HOUSE, ON THE TOP OF A SMALL HILL, AT A
 CL0823'FARM-ROAD JUNCTION, 25 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 CL0823'25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 CL0823'STANDARD DISK, STAMPED 3 B 25 AND SET IN THE TOP OF A CONCRETE POST
 CL0823'FLUSH WITH THE GROUND.
 CL0823
 CL0823                          STATION RECOVERY (1972)
 CL0823
 CL0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CL0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0822 ***********************************************************************
 CL0822  DESIGNATION -  3 B 26
 CL0822  PID         -  CL0822
 CL0822  STATE/COUNTY-  GA/HOUSTON
 CL0822  USGS QUAD   -  PERRY EAST (1985)
 CL0822
 CL0822                         *CURRENT SURVEY CONTROL
 CL0822  ___________________________________________________________________
 CL0822* NAD 83(1986)-  32 27 28.     (N)    083 43 04.     (W)     SCALED    
 CL0822* NAVD 88     -       105.938  (meters)     347.56   (feet)  ADJUSTED  
 CL0822  ___________________________________________________________________
 CL0822  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CL0822  DYNAMIC HT  -         105.820 (meters)     347.18  (feet)  COMP
 CL0822  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CL0822
 CL0822  VERT ORDER  -  SECOND    CLASS 0
 CL0822
 CL0822.The horizontal coordinates were scaled from a topographic map and have
 CL0822.an estimated accuracy of +/- 6 seconds.
 CL0822
 CL0822.The orthometric height was determined by differential leveling
 CL0822.and adjusted by the National Geodetic Survey in June 1991..
 CL0822
 CL0822.The geoid height was determined by GEOID03.
 CL0822
 CL0822.The dynamic height is computed by dividing the NAVD 88
 CL0822.geopotential number by the normal gravity value computed on the
 CL0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0822.degrees latitude (g = 980.6199 gals.).
 CL0822
 CL0822.The modeled gravity was interpolated from observed gravity values.
 CL0822
 CL0822;                    North         East    Units  Estimated Accuracy
 CL0822;SPC GA W     -   272,560.      742,200.      MT  (+/- 180 meters Scaled)
 CL0822
 CL0822                          SUPERSEDED SURVEY CONTROL
 CL0822
 CL0822  NGVD 29 (??/??/92)  106.076  (m)          348.02   (f) ADJ UNCH    2 0
 CL0822
 CL0822.Superseded values are not recommended for survey control.
 CL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0822.See file dsdata.txt to determine how the superseded data were derived.
 CL0822
 CL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR445944(NAD 83)
 CL0822_MARKER: DD = SURVEY DISK
 CL0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0822_STAMPING: 3 B 26
 CL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0822+STABILITY: SURFACE MOTION
 CL0822
 CL0822  HISTORY     - Date     Condition        Report By
 CL0822  HISTORY     - UNK      MONUMENTED       GAGS
 CL0822  HISTORY     - 1934     GOOD             NGS
 CL0822  HISTORY     - 1972     MARK NOT FOUND   USGS
 CL0822
 CL0822                          STATION DESCRIPTION
 CL0822
 CL0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0822'0.9 MI E FROM PERRY.
 CL0822'0.9 MILE EAST ALONG U.S. HIGHWAY 341 FROM THE COURTHOUSE AT PERRY,
 CL0822'HOUSTON COUNTY, AT A CURVE, 141 FEET SOUTHEAST OF THE SOUTHEAST
 CL0822'CORNER OF THE M. E. AKIN HOUSE, 112 FEET NORTHEAST OF THE CENTERLINE
 CL0822'OF THE HIGHWAY, 95 FEET SOUTHEAST OF A 3-FOOT OAK TREE, AND 19.8
 CL0822'FEET NORTHEAST OF THE BANK OF AN OLD ROAD.  A STATE SURVEY STANDARD
 CL0822'DISK, STAMPED 3 B 26 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0822'1 INCH ABOVE GROUND.
 CL0822
 CL0822                          STATION RECOVERY (1972)
 CL0822
 CL0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CL0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0758 ***********************************************************************
 CL0758  DESIGNATION -  3 B 3
 CL0758  PID         -  CL0758
 CL0758  STATE/COUNTY-  GA/BLECKLEY
 CL0758  USGS QUAD   -  EMPIRE (1974)
 CL0758
 CL0758                         *CURRENT SURVEY CONTROL
 CL0758  ___________________________________________________________________
 CL0758* NAD 83(1986)-  32 18 48.     (N)    083 20 56.     (W)     SCALED    
 CL0758* NAVD 88     -        83.668  (meters)     274.50   (feet)  ADJUSTED  
 CL0758  ___________________________________________________________________
 CL0758  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CL0758  DYNAMIC HT  -          83.571 (meters)     274.18  (feet)  COMP
 CL0758  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CL0758
 CL0758  VERT ORDER  -  SECOND    CLASS 0
 CL0758
 CL0758.The horizontal coordinates were scaled from a topographic map and have
 CL0758.an estimated accuracy of +/- 6 seconds.
 CL0758
 CL0758.The orthometric height was determined by differential leveling
 CL0758.and adjusted by the National Geodetic Survey in June 1991..
 CL0758
 CL0758.The geoid height was determined by GEOID03.
 CL0758
 CL0758.The dynamic height is computed by dividing the NAVD 88
 CL0758.geopotential number by the normal gravity value computed on the
 CL0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0758.degrees latitude (g = 980.6199 gals.).
 CL0758
 CL0758.The modeled gravity was interpolated from observed gravity values.
 CL0758
 CL0758;                    North         East    Units  Estimated Accuracy
 CL0758;SPC GA W     -   256,750.      777,000.      MT  (+/- 180 meters Scaled)
 CL0758
 CL0758                          SUPERSEDED SURVEY CONTROL
 CL0758
 CL0758  NGVD 29 (??/??/92)   83.85   (m)          275.1    (f) COMPUTED    2 0
 CL0758
 CL0758.Superseded values are not recommended for survey control.
 CL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0758.See file dsdata.txt to determine how the superseded data were derived.
 CL0758
 CL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR788775(NAD 83)
 CL0758_MARKER: DD = SURVEY DISK
 CL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0758_STAMPING: 3 B 3
 CL0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0758+STABILITY: SURFACE MOTION
 CL0758
 CL0758  HISTORY     - Date     Condition        Report By
 CL0758  HISTORY     - UNK      MONUMENTED       GAGS
 CL0758  HISTORY     - 1955     GOOD             USGS
 CL0758  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0758
 CL0758                          STATION DESCRIPTION
 CL0758
 CL0758'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CL0758'3.5 MI W FROM EMPIRE.
 CL0758'IN BLECKLEY COUNTY, 3.5 MILES WEST ALONG THE WRIGHTSVILLE AND
 CL0758'TENNILLE RAILROAD FROM THE STATION AT EMPIRE, DODGE COUNTY, AT
 CL0758'BAILEYS PARK, 138.5 FEET WEST OF A CATTLEGUARD, 128 FEET SOUTH OF
 CL0758'THE CENTERLINE OF A ROAD, 13 FEET WEST OF A SWITCH POINT, AND 5 FEET
 CL0758'NORTH OF THE NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 3 B 3
 CL0758'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL0758
 CL0758                          STATION RECOVERY (1974)
 CL0758
 CL0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0817 ***********************************************************************
 CL0817  DESIGNATION -  3 B 32
 CL0817  PID         -  CL0817
 CL0817  STATE/COUNTY-  GA/PEACH
 CL0817  USGS QUAD   -  PERRY WEST (1984)
 CL0817
 CL0817                         *CURRENT SURVEY CONTROL
 CL0817  ___________________________________________________________________
 CL0817* NAD 83(1986)-  32 29 22.     (N)    083 49 19.     (W)     SCALED    
 CL0817* NAVD 88     -       134.554  (meters)     441.45   (feet)  ADJUSTED  
 CL0817  ___________________________________________________________________
 CL0817  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CL0817  DYNAMIC HT  -         134.405 (meters)     440.96  (feet)  COMP
 CL0817  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CL0817
 CL0817  VERT ORDER  -  SECOND    CLASS 0
 CL0817
 CL0817.The horizontal coordinates were scaled from a topographic map and have
 CL0817.an estimated accuracy of +/- 6 seconds.
 CL0817
 CL0817.The orthometric height was determined by differential leveling
 CL0817.and adjusted by the National Geodetic Survey in June 1991..
 CL0817
 CL0817.The geoid height was determined by GEOID03.
 CL0817
 CL0817.The dynamic height is computed by dividing the NAVD 88
 CL0817.geopotential number by the normal gravity value computed on the
 CL0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0817.degrees latitude (g = 980.6199 gals.).
 CL0817
 CL0817.The modeled gravity was interpolated from observed gravity values.
 CL0817
 CL0817;                    North         East    Units  Estimated Accuracy
 CL0817;SPC GA W     -   276,040.      732,400.      MT  (+/- 180 meters Scaled)
 CL0817
 CL0817                          SUPERSEDED SURVEY CONTROL
 CL0817
 CL0817  NGVD 29 (??/??/92)  134.669  (m)          441.83   (f) ADJ UNCH    2 0
 CL0817
 CL0817.Superseded values are not recommended for survey control.
 CL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0817.See file dsdata.txt to determine how the superseded data were derived.
 CL0817
 CL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR348981(NAD 83)
 CL0817_MARKER: DD = SURVEY DISK
 CL0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0817_STAMPING: 3 B 32
 CL0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0817+STABILITY: SURFACE MOTION
 CL0817
 CL0817  HISTORY     - Date     Condition        Report By
 CL0817  HISTORY     - UNK      MONUMENTED       GAGS
 CL0817  HISTORY     - 1959     GOOD             NGS
 CL0817
 CL0817                          STATION DESCRIPTION
 CL0817
 CL0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0817'6.2 MI SE FROM FORT VALLEY.
 CL0817'6.2 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CL0817'STATION AT FORT VALLEY, PEACH COUNTY, AT MYRTLE, ABOUT 200 YARDS
 CL0817'NORTHWEST OF MILEPOST P 7, 67.5 FEET NORTHWEST OF THE NORTH CORNER
 CL0817'OF THE HUGH ANDERSON PACKING SHED, 48.5 FEET SOUTHWEST OF THE
 CL0817'CENTERLINE OF STATE HIGHWAY 7, 38.7 FEET NORTHEAST OF THE NORTHEAST
 CL0817'RAIL OF THE MAIN TRACK, 25.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 CL0817'OF A SIDETRACK, AND 22 FEET SOUTHEAST OF A POLE.  A STATE SURVEY
 CL0817'STANDARD DISK, STAMPED 3 B 32 AND SET IN THE TOP OF A CONCRETE POST
 CL0817'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1068 ***********************************************************************
 CL1068  DESIGNATION -  3 B 33
 CL1068  PID         -  CL1068
 CL1068  STATE/COUNTY-  GA/PEACH
 CL1068  USGS QUAD   -  FORT VALLEY EAST (1974)
 CL1068
 CL1068                         *CURRENT SURVEY CONTROL
 CL1068  ___________________________________________________________________
 CL1068* NAD 83(1986)-  32 30 43.     (N)    083 51 21.     (W)     SCALED    
 CL1068* NAVD 88     -       145.105  (meters)     476.07   (feet)  ADJUSTED  
 CL1068  ___________________________________________________________________
 CL1068  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CL1068  DYNAMIC HT  -         144.943 (meters)     475.53  (feet)  COMP
 CL1068  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 CL1068
 CL1068  VERT ORDER  -  SECOND    CLASS 0
 CL1068
 CL1068.The horizontal coordinates were scaled from a topographic map and have
 CL1068.an estimated accuracy of +/- 6 seconds.
 CL1068
 CL1068.The orthometric height was determined by differential leveling
 CL1068.and adjusted by the National Geodetic Survey in June 1991..
 CL1068
 CL1068.The geoid height was determined by GEOID03.
 CL1068
 CL1068.The dynamic height is computed by dividing the NAVD 88
 CL1068.geopotential number by the normal gravity value computed on the
 CL1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1068.degrees latitude (g = 980.6199 gals.).
 CL1068
 CL1068.The modeled gravity was interpolated from observed gravity values.
 CL1068
 CL1068;                    North         East    Units  Estimated Accuracy
 CL1068;SPC GA W     -   278,520.      729,200.      MT  (+/- 180 meters Scaled)
 CL1068
 CL1068                          SUPERSEDED SURVEY CONTROL
 CL1068
 CL1068  NGVD 29 (??/??/92)  145.210  (m)          476.41   (f) ADJ UNCH    2 0
 CL1068
 CL1068.Superseded values are not recommended for survey control.
 CL1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1068.See file dsdata.txt to determine how the superseded data were derived.
 CL1068
 CL1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS317007(NAD 83)
 CL1068_MARKER: DD = SURVEY DISK
 CL1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1068_STAMPING: 3 B 33
 CL1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1068+STABILITY: SURFACE MOTION
 CL1068
 CL1068  HISTORY     - Date     Condition        Report By
 CL1068  HISTORY     - UNK      MONUMENTED       GAGS
 CL1068  HISTORY     - 1954     GOOD             NGS
 CL1068  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL1068
 CL1068                          STATION DESCRIPTION
 CL1068
 CL1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1068'3.6 MI SE FROM FORT VALLEY.
 CL1068'3.6 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL1068'THE STATION AT FORT VALLEY, PEACH COUNTY, 0.4 MILE SOUTHEAST
 CL1068'OF THE MILEPOST P 10, 54 YARDS SOUTHEAST OF THE CENTER OF A
 CL1068'FARM-ROAD CROSSING, AT THE NORTHWEST END OF A CUT, ON THE TOP OF
 CL1068'A BANK, AND 31 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STATE
 CL1068'SURVEY STANDARD DISK, STAMPED 3 B 33 AND SET IN THE TOP OF A
 CL1068'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CL1068
 CL1068                          STATION RECOVERY (1973)
 CL1068
 CL1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1067 ***********************************************************************
 CL1067  DESIGNATION -  3 B 34
 CL1067  PID         -  CL1067
 CL1067  STATE/COUNTY-  GA/PEACH
 CL1067  USGS QUAD   -  FORT VALLEY EAST (1974)
 CL1067
 CL1067                         *CURRENT SURVEY CONTROL
 CL1067  ___________________________________________________________________
 CL1067* NAD 83(1986)-  32 31 15.     (N)    083 51 52.     (W)     SCALED    
 CL1067* NAVD 88     -       145.454  (meters)     477.21   (feet)  ADJUSTED  
 CL1067  ___________________________________________________________________
 CL1067  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CL1067  DYNAMIC HT  -         145.292 (meters)     476.68  (feet)  COMP
 CL1067  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CL1067
 CL1067  VERT ORDER  -  SECOND    CLASS 0
 CL1067
 CL1067.The horizontal coordinates were scaled from a topographic map and have
 CL1067.an estimated accuracy of +/- 6 seconds.
 CL1067
 CL1067.The orthometric height was determined by differential leveling
 CL1067.and adjusted by the National Geodetic Survey in June 1991..
 CL1067
 CL1067.The geoid height was determined by GEOID03.
 CL1067
 CL1067.The dynamic height is computed by dividing the NAVD 88
 CL1067.geopotential number by the normal gravity value computed on the
 CL1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1067.degrees latitude (g = 980.6199 gals.).
 CL1067
 CL1067.The modeled gravity was interpolated from observed gravity values.
 CL1067
 CL1067;                    North         East    Units  Estimated Accuracy
 CL1067;SPC GA W     -   279,510.      728,390.      MT  (+/- 180 meters Scaled)
 CL1067
 CL1067                          SUPERSEDED SURVEY CONTROL
 CL1067
 CL1067  NGVD 29 (??/??/92)  145.557  (m)          477.55   (f) ADJ UNCH    2 0
 CL1067
 CL1067.Superseded values are not recommended for survey control.
 CL1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1067.See file dsdata.txt to determine how the superseded data were derived.
 CL1067
 CL1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS309017(NAD 83)
 CL1067_MARKER: DD = SURVEY DISK
 CL1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1067_STAMPING: 3 B 34
 CL1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1067+STABILITY: SURFACE MOTION
 CL1067
 CL1067  HISTORY     - Date     Condition        Report By
 CL1067  HISTORY     - UNK      MONUMENTED       GAGS
 CL1067  HISTORY     - 1954     GOOD             NGS
 CL1067  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL1067
 CL1067                          STATION DESCRIPTION
 CL1067
 CL1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1067'2.8 MI SE FROM FORT VALLEY.
 CL1067'2.8 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1067'FROM THE STATION AT FORT VALLEY, PEACH COUNTY, 0.3 MILE
 CL1067'NORTHWEST OF MILEPOST P 10, ABOUT 190 YARDS NORTHWEST OF A ROAD
 CL1067'CROSSING, 50 YARDS SOUTHEAST OF A CATTLE GUARD, AT THE NORTHWEST
 CL1067'END OF A SIDETRACK, 4.5 FEET NORTH OF A SWITCH POST, AND 4.5 FEET
 CL1067'SOUTHWEST OF THE SOUTHWEST RAIL.  A STATE SURVEY STANDARD DISK,
 CL1067'STAMPED 3 B 34 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CL1067'INCHES ABOVE GROUND.
 CL1067
 CL1067                          STATION RECOVERY (1973)
 CL1067
 CL1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1066 ***********************************************************************
 CL1066  DESIGNATION -  3 B 35
 CL1066  PID         -  CL1066
 CL1066  STATE/COUNTY-  GA/PEACH
 CL1066  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1066
 CL1066                         *CURRENT SURVEY CONTROL
 CL1066  ___________________________________________________________________
 CL1066* NAD 83(1986)-  32 32 48.     (N)    083 53 19.     (W)     SCALED    
 CL1066* NAVD 88     -       157.024  (meters)     515.17   (feet)  ADJUSTED  
 CL1066  ___________________________________________________________________
 CL1066  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CL1066  DYNAMIC HT  -         156.850 (meters)     514.60  (feet)  COMP
 CL1066  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CL1066
 CL1066  VERT ORDER  -  SECOND    CLASS 0
 CL1066
 CL1066.The horizontal coordinates were scaled from a topographic map and have
 CL1066.an estimated accuracy of +/- 6 seconds.
 CL1066
 CL1066.The orthometric height was determined by differential leveling
 CL1066.and adjusted by the National Geodetic Survey in June 1991..
 CL1066
 CL1066.The geoid height was determined by GEOID03.
 CL1066
 CL1066.The dynamic height is computed by dividing the NAVD 88
 CL1066.geopotential number by the normal gravity value computed on the
 CL1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1066.degrees latitude (g = 980.6199 gals.).
 CL1066
 CL1066.The modeled gravity was interpolated from observed gravity values.
 CL1066
 CL1066;                    North         East    Units  Estimated Accuracy
 CL1066;SPC GA W     -   282,370.      726,120.      MT  (+/- 180 meters Scaled)
 CL1066
 CL1066                          SUPERSEDED SURVEY CONTROL
 CL1066
 CL1066  NGVD 29 (??/??/92)  157.124  (m)          515.50   (f) ADJ UNCH    2 0
 CL1066
 CL1066.Superseded values are not recommended for survey control.
 CL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1066.See file dsdata.txt to determine how the superseded data were derived.
 CL1066
 CL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS287047(NAD 83)
 CL1066_MARKER: DD = SURVEY DISK
 CL1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1066_STAMPING: 3 B 35
 CL1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1066+STABILITY: SURFACE MOTION
 CL1066
 CL1066  HISTORY     - Date     Condition        Report By
 CL1066  HISTORY     - UNK      MONUMENTED       GAGS
 CL1066  HISTORY     - 1954     GOOD             NGS
 CL1066
 CL1066                          STATION DESCRIPTION
 CL1066
 CL1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL1066'AT FORT VALLEY.
 CL1066'AT FORT VALLEY, PEACH COUNTY, ON THE CENTRAL OF GEORGIA RAILWAY,
 CL1066'0.6 MILE SOUTH OF THE STATION, ABOUT 175 YARDS SOUTH OF MILEPOST
 CL1066'194, ABOUT 130 YARDS SOUTH OF A STREET CROSSING, 37.7 FEET WEST
 CL1066'OF THE WEST RAIL, 18 FEET EAST OF THE SAM HOPPEN HOUSE ON
 CL1066'SOUTH PERRY STREET, 1.5 FEET EAST OF A FENCE, AND 1.7 FEET SOUTH OF
 CL1066'A POWER POLE.  A STATE SURVEY STANDARD DISK, STAMPED 3 B 35 AND
 CL1066'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0757 ***********************************************************************
 CL0757  DESIGNATION -  3 B 4
 CL0757  PID         -  CL0757
 CL0757  STATE/COUNTY-  GA/BLECKLEY
 CL0757  USGS QUAD   -  HAWKINSVILLE (1985)
 CL0757
 CL0757                         *CURRENT SURVEY CONTROL
 CL0757  ___________________________________________________________________
 CL0757* NAD 83(1986)-  32 17 57.     (N)    083 23 33.     (W)     SCALED    
 CL0757* NAVD 88     -        89.534  (meters)     293.75   (feet)  ADJUSTED  
 CL0757  ___________________________________________________________________
 CL0757  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CL0757  DYNAMIC HT  -          89.431 (meters)     293.41  (feet)  COMP
 CL0757  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CL0757
 CL0757  VERT ORDER  -  SECOND    CLASS 0
 CL0757
 CL0757.The horizontal coordinates were scaled from a topographic map and have
 CL0757.an estimated accuracy of +/- 6 seconds.
 CL0757
 CL0757.The orthometric height was determined by differential leveling
 CL0757.and adjusted by the National Geodetic Survey in June 1991..
 CL0757
 CL0757.The geoid height was determined by GEOID03.
 CL0757
 CL0757.The dynamic height is computed by dividing the NAVD 88
 CL0757.geopotential number by the normal gravity value computed on the
 CL0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0757.degrees latitude (g = 980.6199 gals.).
 CL0757
 CL0757.The modeled gravity was interpolated from observed gravity values.
 CL0757
 CL0757;                    North         East    Units  Estimated Accuracy
 CL0757;SPC GA W     -   255,150.      772,910.      MT  (+/- 180 meters Scaled)
 CL0757
 CL0757                          SUPERSEDED SURVEY CONTROL
 CL0757
 CL0757  NGVD 29 (??/??/92)   89.71   (m)          294.3    (f) COMPUTED    2 0
 CL0757
 CL0757.Superseded values are not recommended for survey control.
 CL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0757.See file dsdata.txt to determine how the superseded data were derived.
 CL0757
 CL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR747761(NAD 83)
 CL0757_MARKER: DD = SURVEY DISK
 CL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0757_STAMPING: 3 B 4
 CL0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0757+STABILITY: SURFACE MOTION
 CL0757
 CL0757  HISTORY     - Date     Condition        Report By
 CL0757  HISTORY     - UNK      MONUMENTED       GAGS
 CL0757  HISTORY     - 1955     GOOD             USGS
 CL0757  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0757
 CL0757                          STATION DESCRIPTION
 CL0757
 CL0757'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CL0757'4.7 MI E FROM HAWKINSVILLE.
 CL0757'IN BLECKLEY COUNTY, 4.7 MILES EAST ALONG THE WRIGHTSVILLE AND TENNILLE
 CL0757'RAILROAD FROM THE STATION AT HAWKINSVILLE, PULASKI COUNTY, AT
 CL0757'BUCHANS CROSSING, 88 FEET EAST OF THE CENTER OF THE CROSSING, 31
 CL0757'FEET NORTH OF A STOP SIGN, 10.5 FEET SOUTH OF THE SOUTH RAIL, AND
 CL0757'53 FEET NORTH OF A LONE OAK TREE.  A STATE SURVEY STANDARD DISK,
 CL0757'STAMPED 3 B 4 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CL0757'THE GROUND.
 CL0757
 CL0757                          STATION RECOVERY (1973)
 CL0757
 CL0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0756 ***********************************************************************
 CL0756  DESIGNATION -  3 B 5
 CL0756  PID         -  CL0756
 CL0756  STATE/COUNTY-  GA/PULASKI
 CL0756  USGS QUAD   -  HAWKINSVILLE (1985)
 CL0756
 CL0756                         *CURRENT SURVEY CONTROL
 CL0756  ___________________________________________________________________
 CL0756* NAD 83(1986)-  32 17 40.     (N)    083 24 32.     (W)     SCALED    
 CL0756* NAVD 88     -        90.390  (meters)     296.55   (feet)  ADJUSTED  
 CL0756  ___________________________________________________________________
 CL0756  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CL0756  DYNAMIC HT  -          90.286 (meters)     296.21  (feet)  COMP
 CL0756  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CL0756
 CL0756  VERT ORDER  -  SECOND    CLASS 0
 CL0756
 CL0756.The horizontal coordinates were scaled from a topographic map and have
 CL0756.an estimated accuracy of +/- 6 seconds.
 CL0756
 CL0756.The orthometric height was determined by differential leveling
 CL0756.and adjusted by the National Geodetic Survey in June 1991..
 CL0756
 CL0756.The geoid height was determined by GEOID03.
 CL0756
 CL0756.The dynamic height is computed by dividing the NAVD 88
 CL0756.geopotential number by the normal gravity value computed on the
 CL0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0756.degrees latitude (g = 980.6199 gals.).
 CL0756
 CL0756.The modeled gravity was interpolated from observed gravity values.
 CL0756
 CL0756;                    North         East    Units  Estimated Accuracy
 CL0756;SPC GA W     -   254,620.      771,370.      MT  (+/- 180 meters Scaled)
 CL0756
 CL0756                          SUPERSEDED SURVEY CONTROL
 CL0756
 CL0756  NGVD 29 (??/??/92)   90.58   (m)          297.2    (f) COMPUTED    2 0
 CL0756
 CL0756.Superseded values are not recommended for survey control.
 CL0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0756.See file dsdata.txt to determine how the superseded data were derived.
 CL0756
 CL0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR731756(NAD 83)
 CL0756_MARKER: DD = SURVEY DISK
 CL0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0756_STAMPING: 3 B 5
 CL0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0756+STABILITY: SURFACE MOTION
 CL0756
 CL0756  HISTORY     - Date     Condition        Report By
 CL0756  HISTORY     - UNK      MONUMENTED       GAGS
 CL0756  HISTORY     - 1934     GOOD             NGS
 CL0756  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0756
 CL0756                          STATION DESCRIPTION
 CL0756
 CL0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CL0756'3.6 MI E FROM HAWKINSVILLE.
 CL0756'3.6 MILES EAST ALONG THE WRIGHTSVILLE AND TENNILLE RAILROAD FROM
 CL0756'THE STATION AT HAWKINSVILLE, PULASKI COUNTY, ABOUT 270 YARDS WEST
 CL0756'OF A FARM-ROAD CROSSING, ON THE TOP OF A HILL, AT A SMALL CUT, AND
 CL0756'4.3 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY STANDARD DISK,
 CL0756'STAMPED 3 B 5 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CL0756'GROUND.
 CL0756
 CL0756                          STATION RECOVERY (1973)
 CL0756
 CL0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0755 ***********************************************************************
 CL0755  DESIGNATION -  3 B 6
 CL0755  PID         -  CL0755
 CL0755  STATE/COUNTY-  GA/PULASKI
 CL0755  USGS QUAD   -  HAWKINSVILLE (1985)
 CL0755
 CL0755                         *CURRENT SURVEY CONTROL
 CL0755  ___________________________________________________________________
 CL0755* NAD 83(1986)-  32 17 21.     (N)    083 25 31.     (W)     SCALED    
 CL0755* NAVD 88     -        86.424  (meters)     283.54   (feet)  ADJUSTED  
 CL0755  ___________________________________________________________________
 CL0755  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CL0755  DYNAMIC HT  -          86.325 (meters)     283.22  (feet)  COMP
 CL0755  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CL0755
 CL0755  VERT ORDER  -  SECOND    CLASS 0
 CL0755
 CL0755.The horizontal coordinates were scaled from a topographic map and have
 CL0755.an estimated accuracy of +/- 6 seconds.
 CL0755
 CL0755.The orthometric height was determined by differential leveling
 CL0755.and adjusted by the National Geodetic Survey in June 1991..
 CL0755
 CL0755.The geoid height was determined by GEOID03.
 CL0755
 CL0755.The dynamic height is computed by dividing the NAVD 88
 CL0755.geopotential number by the normal gravity value computed on the
 CL0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0755.degrees latitude (g = 980.6199 gals.).
 CL0755
 CL0755.The modeled gravity was interpolated from observed gravity values.
 CL0755
 CL0755;                    North         East    Units  Estimated Accuracy
 CL0755;SPC GA W     -   254,020.      769,830.      MT  (+/- 180 meters Scaled)
 CL0755
 CL0755                          SUPERSEDED SURVEY CONTROL
 CL0755
 CL0755  NGVD 29 (??/??/92)   86.614  (m)          284.17   (f) ADJ UNCH    2 0
 CL0755
 CL0755.Superseded values are not recommended for survey control.
 CL0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0755.See file dsdata.txt to determine how the superseded data were derived.
 CL0755
 CL0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR716750(NAD 83)
 CL0755_MARKER: DD = SURVEY DISK
 CL0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0755_STAMPING: 3 B 6
 CL0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0755+STABILITY: SURFACE MOTION
 CL0755
 CL0755  HISTORY     - Date     Condition        Report By
 CL0755  HISTORY     - UNK      MONUMENTED       GAGS
 CL0755  HISTORY     - 1956     GOOD             NGS
 CL0755  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0755
 CL0755                          STATION DESCRIPTION
 CL0755
 CL0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CL0755'2.6 MI E FROM HAWKINSVILLE.
 CL0755'2.6 MILES EAST ALONG THE WRIGHTSVILLE AND TENNILLE RAILROAD FROM
 CL0755'THE STATION AT HAWKINSVILLE, PULASKI COUNTY, 0.4 MILE WEST OF
 CL0755'MILEPOST H 3, 93 YARDS EAST OF A FARM-ROAD CROSSING, IN A CUT ON A
 CL0755'HILL, OPPOSITE OLD SPARROW PLACE, 4.5 FEET SOUTH OF THE SOUTH RAIL,
 CL0755'AND 26.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 CL0755'STANDARD DISK, STAMPED 3 B 6 AND SET IN THE TOP OF A CONCRETE POST
 CL0755'PROJECTING 1 INCH ABOVE GROUND.
 CL0755
 CL0755                          STATION RECOVERY (1973)
 CL0755
 CL0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0754 ***********************************************************************
 CL0754  DESIGNATION -  3 B 9
 CL0754  PID         -  CL0754
 CL0754  STATE/COUNTY-  GA/PULASKI
 CL0754  USGS QUAD   -  HAWKINSVILLE (1985)
 CL0754
 CL0754                         *CURRENT SURVEY CONTROL
 CL0754  ___________________________________________________________________
 CL0754* NAD 83(1986)-  32 17 18.     (N)    083 27 51.     (W)     SCALED    
 CL0754* NAVD 88     -        71.405  (meters)     234.27   (feet)  ADJUSTED  
 CL0754  ___________________________________________________________________
 CL0754  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CL0754  DYNAMIC HT  -          71.323 (meters)     234.00  (feet)  COMP
 CL0754  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CL0754
 CL0754  VERT ORDER  -  SECOND    CLASS 0
 CL0754
 CL0754.The horizontal coordinates were scaled from a topographic map and have
 CL0754.an estimated accuracy of +/- 6 seconds.
 CL0754
 CL0754.The orthometric height was determined by differential leveling
 CL0754.and adjusted by the National Geodetic Survey in June 1991..
 CL0754
 CL0754.The geoid height was determined by GEOID03.
 CL0754
 CL0754.The dynamic height is computed by dividing the NAVD 88
 CL0754.geopotential number by the normal gravity value computed on the
 CL0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0754.degrees latitude (g = 980.6199 gals.).
 CL0754
 CL0754.The modeled gravity was interpolated from observed gravity values.
 CL0754
 CL0754;                    North         East    Units  Estimated Accuracy
 CL0754;SPC GA W     -   253,900.      766,170.      MT  (+/- 180 meters Scaled)
 CL0754
 CL0754                          SUPERSEDED SURVEY CONTROL
 CL0754
 CL0754  NGVD 29 (??/??/92)   71.594  (m)          234.89   (f) ADJ UNCH    2 0
 CL0754
 CL0754.Superseded values are not recommended for survey control.
 CL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0754.See file dsdata.txt to determine how the superseded data were derived.
 CL0754
 CL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR679750(NAD 83)
 CL0754_MARKER: DD = SURVEY DISK
 CL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0754_STAMPING: 3 B 9
 CL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0754+STABILITY: SURFACE MOTION
 CL0754
 CL0754  HISTORY     - Date     Condition        Report By
 CL0754  HISTORY     - UNK      MONUMENTED       GAGS
 CL0754  HISTORY     - 1955     GOOD             NGS
 CL0754  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0754
 CL0754                          STATION DESCRIPTION
 CL0754
 CL0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0754'AT HAWKINSVILLE.
 CL0754'AT HAWKINSVILLE, PULASKI COUNTY, 0.3 MILE EAST ALONG THE WRIGHTSVILLE
 CL0754'AND TENNILLE RAILROAD FROM THE PASSENGER STATION, 235 FEET NORTH
 CL0754'OF THE CENTER OF A TURNTABLE, 195 FEET NORTH OF A SWITCH FROG IN
 CL0754'THE MAIN TRACK, 52 FEET EAST OF THE CENTERLINE OF A ROAD ON THE
 CL0754'SIDE OF THE TRACK, 45 FEET NORTH OF A SHACK, AND 34 FEET NORTH OF
 CL0754'A LARGE CHINABERRY TREE.  A STATE SURVEY STANDARD DISK, STAMPED
 CL0754'3 B 9 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 CL0754'GROUND.
 CL0754
 CL0754                          STATION RECOVERY (1973)
 CL0754
 CL0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0281 ***********************************************************************
 DF0281  DESIGNATION -  3 C 1
 DF0281  PID         -  DF0281
 DF0281  STATE/COUNTY-  GA/BURKE
 DF0281  USGS QUAD   -  WAYNESBORO (1950)
 DF0281
 DF0281                         *CURRENT SURVEY CONTROL
 DF0281  ___________________________________________________________________
 DF0281* NAD 83(1994)-  33 05 59.57474(N)    082 00 54.71229(W)     ADJUSTED  
 DF0281* NAVD 88     -        92.706  (meters)     304.15   (feet)  ADJUSTED  
 DF0281  ___________________________________________________________________
 DF0281  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 DF0281  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DF0281  DYNAMIC HT  -          92.603 (meters)     303.81  (feet)  COMP
 DF0281  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 DF0281
 DF0281  HORZ ORDER  -  THIRD
 DF0281  VERT ORDER  -  FIRST     CLASS II
 DF0281
 DF0281.The horizontal coordinates were established by classical geodetic methods
 DF0281.and adjusted by the National Geodetic Survey in September 1997..
 DF0281
 DF0281.The orthometric height was determined by differential leveling
 DF0281.and adjusted by the National Geodetic Survey in June 1991..
 DF0281
 DF0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF0281
 DF0281.The geoid height was determined by GEOID03.
 DF0281
 DF0281.The dynamic height is computed by dividing the NAVD 88
 DF0281.geopotential number by the normal gravity value computed on the
 DF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0281.degrees latitude (g = 980.6199 gals.).
 DF0281
 DF0281.The modeled gravity was interpolated from observed gravity values.
 DF0281
 DF0281;                    North         East     Units Scale Factor Converg.
 DF0281;SPC GA E     -   343,687.913   214,137.869   MT  0.99990246   +0 04 57.8
 DF0281;SPC GA E     - 1,127,582.76    702,550.66   sFT  0.99990246   +0 04 57.8
 DF0281;UTM  17      - 3,662,818.287   405,269.430   MT  0.99971064   -0 33 16.0
 DF0281
 DF0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF0281!SPC GA E     -   0.99999016  x   0.99990246  =   0.99989262
 DF0281!UTM  17      -   0.99999016  x   0.99971064  =   0.99970080
 DF0281
 DF0281:                Primary Azimuth Mark                     Grid Az
 DF0281:SPC GA E     -  WAYNESBORO SOUTHERN OIL CO TK            153 07 29.3
 DF0281:UTM  17      -  WAYNESBORO SOUTHERN OIL CO TK            153 45 43.1
 DF0281
 DF0281|---------------------------------------------------------------------|
 DF0281| PID    Reference Object                     Distance      Geod. Az  |
 DF0281|                                                           dddmmss.s |
 DF0281| DF1435 WAYNESBORO SOUTHERN OIL CO TK       APPROX. 0.7 KM 1531227.1 |
 DF0281| DF1434 2C 10 GAGS 1935                     APPROX. 0.6 KM 2350753.5 |
 DF0281|---------------------------------------------------------------------|
 DF0281
 DF0281                          SUPERSEDED SURVEY CONTROL
 DF0281
 DF0281  NAD 83(1986)-  33 05 59.57873(N)    082 00 54.70728(W) AD(       ) 3
 DF0281  NAD 27      -  33 05 59.04000(N)    082 00 55.27800(W) AD(       ) 3
 DF0281  NGVD 29 (??/??/92)   92.940  (m)          304.92   (f) ADJ UNCH    1 2
 DF0281
 DF0281.Superseded values are not recommended for survey control.
 DF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0281.See file dsdata.txt to determine how the superseded data were derived.
 DF0281
 DF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0526962818(NAD 83)
 DF0281_MARKER: DD = SURVEY DISK
 DF0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0281_STAMPING: 3 C 1 304.868
 DF0281_MARK LOGO: CGS+SS
 DF0281_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0281+STABILITY: SURFACE MOTION
 DF0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF0281+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 DF0281
 DF0281  HISTORY     - Date     Condition        Report By
 DF0281  HISTORY     - 1935     MONUMENTED       GAGS
 DF0281  HISTORY     - 1954     GOOD             CGS
 DF0281  HISTORY     - 1960     GOOD             NGS
 DF0281  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0281  HISTORY     - 19920622 GOOD             NGS
 DF0281
 DF0281                          STATION DESCRIPTION
 DF0281
 DF0281'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF0281'ABOUT 1/2 MILE NORTH OF COUNTY COURTHOUSE AT WAYNESBORO, 1/2 MILE
 DF0281'EAST OF SAVANNAH AND ATLANTA RAILWAY CROSSING AT LIBERTY STREET
 DF0281'(WAYNESBORO), ON RIGHT-OF-WAY OF SAVANNAH AND ATLANTA RAILWAY AT
 DF0281'OVERHEAD CROSSING OF CENTRAL OF GEORGIA RAILWAY (NORTHEAST ANGLE OF
 DF0281'CROSSING), 1-1/2 RAIL-LENGTHS EAST OF AND ABOUT 20 FEET ABOVE CENTER
 DF0281'LINE OF CENTRAL OF GEORGIA RAILWAY TRACKS, 14 FEET EAST OF NORTHEAST
 DF0281'ABUTMENT OF BRIDGE AND 7 FEET NORTH OF NORTH RAIL OF SAVANNAH AND
 DF0281'ATLANTA RAILWAY TRACKS.  STATION IS A STATE SURVEY STANDARD DISK,
 DF0281'SET IN TOP OF 5-INCH CONCRETE CYLINDER, FLUSH WITH GROUND.
 DF0281'WAYNESBORO, SOUTHERN OIL COMPANY TANK, FINIAL, (SEE DESCRIPTION
 DF0281'THEREOF) IS 3/4 MILE FROM STATION S 26 DEG 48 MIN E.
 DF0281
 DF0281                          STATION RECOVERY (1954)
 DF0281
 DF0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF0281'RECOVERED IN GOOD CONDITION AND ESSENTIALLY AS DESCRIBED.
 DF0281'
 DF0281'STATION IS 0.7 MI. N OF THE COURTHOUSE IN WAYNESBORO, IN THE NE
 DF0281'ANGLE OF THE TRESTLE-CROSSING OF THE SAVANNAH AND ATLANTIC RAILWAY
 DF0281'OVER THE CENTRAL OF GEORGIA RAILWAY, 49 FT. NE OF THE INTERSECTION
 DF0281'OF THE TWO CENTERLINES, 10.5 FT. E OF THE PROJECTED PLANE OF THE W
 DF0281'FACE OF THE E BRICK ABUTMENT OF THE TRESTLE, 7.0 FT. N OF THE N
 DF0281'RAIL OF THE SAVANNAH AND ATLANTIC RAILWAY TRACKS, AND 1.4 FT. BELOW
 DF0281'THE LEVEL OF THE TOP OF THE SAME RAIL.  THE STATION MARK IS A STATE
 DF0281'SURVEY STANDARD DISK, STAMPED 3C-1 304.868 AND SET IN THE TOP OF A
 DF0281'5-IN. CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.  THE SOUTHERN
 DF0281'OIL COMPANY TANK IS NOW DESTROYED.
 DF0281
 DF0281                          STATION RECOVERY (1960)
 DF0281
 DF0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DF0281'AT WAYNESBORO.
 DF0281'AT WAYNESBORO, ABOUT 0.4 MILE NORTHEAST ALONG THE SAVANNAH AND
 DF0281'ATLANTA RAILWAY FROM THE STATION, 0.05 MILE SOUTH OF THE CENTRAL
 DF0281'OF GEORGIA, RAILWAY MILEPOST S 100, 48 1/2 FEET NORTHEAST OF THE
 DF0281'CENTER OF OVERPASS OF SAVANNAH AND ATLANTA RAILWAY OVER THE
 DF0281'CENTRAL OF GEORGIA RAILWAY, 6.8 FEET NORTHWEST OF THE NORTHWEST
 DF0281'RAIL, 11.6 FEET NORTH-EAST OF THE WEST CORNER OF THE NORTHEAST RED
 DF0281'BRICK ABUTMENT OF WOODEN OVER-PASS OR TRESTLE OF SAVANNAH AND
 DF0281'ATLANTA RAILWAY OVER CENTRAL OF GEORGIA RAILWAY, ABOUT 1 1/2 FEET
 DF0281'BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 DF0281'FLUSH WITH THE GROUND.
 DF0281
 DF0281                          STATION RECOVERY (1979)
 DF0281
 DF0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0281'MARK NOT FOUND.
 DF0281
 DF0281                          STATION RECOVERY (1992)
 DF0281
 DF0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 DF0281'AT THE NORTH CORNER OF INTERSECTION OF TWO RAILROADS, CENTRAL OF
 DF0281'GEORGIA THAT RUNS NW-SE BELOW TRESTLE, AND SAVANNAH AND ATLANTA THAT
 DF0281'RUNS NE-SW ON TRESTLE AND DEAD-ENDS AT UNION CAMP WOODYARD.  REACHED
 DF0281'FROM COURTHOUSE AND INTERSECTION OF US HWY 25 WITH STATE HWY 80 (SIXTH
 DF0281'ST) BY TAKING HWY 25 0.85 MILE (1.37 KM) NW TO PEACHTREE ST AND
 DF0281'MCDONALDS RESTAURANT ON RIGHT, THENCE RIGHT, NE, ON PEACHTREE ST 0.5
 DF0281'MILE (0.8 KM) TO FIRST DIRT RD ON RIGHT AFTER CROSSING OVER CENTRAL OF
 DF0281'GEORGIA RR AT 0.35 MILE, (0.56 KM) THENCE SOUTHERLY ALONG CURVING DIRT
 DF0281'RD 0.3 MILE (0.5 KM) TO SAVANNAH AND ATLANTA RR, ENTRANCE TO WOODYARD,
 DF0281'AND MARK ON RIGHT.  DISK IS US COAST AND GEODETIC SURVEY AND STATE
 DF0281'SURVEY, 48.5 FEET (14.8 M) NE OF CENTER OF TRESTLE, 6.8 FEET (2.1 M)
 DF0281'NW OF NW RAIL, SEVERAL FEET BELOW TRACK WHICH WAS RAISED IN 1993,
 DF0281'INSIDE A STEEL PIPE INSTALLED BY RAILROAD UPON REQUEST.  THIS MARK WAS
 DF0281'TO BE DISTURBED BY THE CONSTRUCTION WORK OF RAISING THE TRACK.  MR
 DF0281'CARL PACKER OF THE RAILROAD, TELEPHONE 912-982-1896, PROVIDED
 DF0281'NOTIFICATION OF THE POTENTIAL DISTURBANCE AND ARRANGED FOR THE PIPE
 DF0281'CASING.  AS A PRECAUTION, 3 C 1 RESET WAS ESTABLISHED IN THE SIDEWALK
 DF0281'AT SCALE HOUSE OF UNION CAMP WOODYARD AND COORDINATES AND ELEVATION
 DF0281'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0267 ***********************************************************************
 DF0267  DESIGNATION -  3 C 1
 DF0267  PID         -  DF0267
 DF0267  STATE/COUNTY-  GA/BURKE
 DF0267  USGS QUAD   -  KEYSVILLE (1950)
 DF0267
 DF0267                         *CURRENT SURVEY CONTROL
 DF0267  ___________________________________________________________________
 DF0267* NAD 83(1986)-  33 08 43.     (N)    082 13 08.     (W)     SCALED    
 DF0267* NAVD 88     -       119.70   (+/-2cm)     392.7    (feet)  VERTCON   
 DF0267  ___________________________________________________________________
 DF0267  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DF0267
 DF0267  VERT ORDER  -  ? (See Below)
 DF0267
 DF0267.The horizontal coordinates were scaled from a topographic map and have
 DF0267.an estimated accuracy of +/- 6 seconds.
 DF0267
 DF0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0267.The vertical order pertains to the NGVD 29 superseded value.
 DF0267
 DF0267.The geoid height was determined by GEOID03.
 DF0267
 DF0267;                    North         East    Units  Estimated Accuracy
 DF0267;SPC GA E     -   348,710.      195,130.      MT  (+/- 180 meters Scaled)
 DF0267
 DF0267                          SUPERSEDED SURVEY CONTROL
 DF0267
 DF0267  NGVD 29 (??/??/92)  119.889  (m)          393.34   (f) ADJ UNCH    ?  
 DF0267
 DF0267.Superseded values are not recommended for survey control.
 DF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0267.See file dsdata.txt to determine how the superseded data were derived.
 DF0267
 DF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS863680(NAD 83)
 DF0267_MARKER: DD = SURVEY DISK
 DF0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0267_STAMPING: 3 C 1
 DF0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0267+STABILITY: SURFACE MOTION
 DF0267
 DF0267  HISTORY     - Date     Condition        Report By
 DF0267  HISTORY     - UNK      MONUMENTED       GAGS
 DF0267  HISTORY     - 1934     GOOD             NGS
 DF0267
 DF0267                          STATION DESCRIPTION
 DF0267
 DF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0267'0.4 MI S FROM ST CLAIR.
 DF0267'U.S.C.AND G.S. AND STATE SURVEY 3-C-1 IS LOCATED ABOUT 0.4 OF A
 DF0267'MILE S OF THE GEORGIA AND FLORIDA RAILROAD DEPOT AT ST. CLAIR ALONG
 DF0267'THE G AND F RAILROAD 70.7 FT SE OF SE CORNER OF SAVANNAH-ATLANTA
 DF0267'RAILROAD DEPOT, 13.1 FEET EAST OF EAST RAIL OF G AND F TRACK, 9.3
 DF0267'FEET SOUTH OF SOUTH RAIL OF S AND A TRACK.  STANDARD STATE SURVEY.
 DF0267'TABLET SET IN TOP OF CONCRETE POST ABOUT FLUSH WITH TOP OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3039 ***********************************************************************
 AB3039  DESIGNATION -  3 C 1 RESET
 AB3039  PID         -  AB3039
 AB3039  STATE/COUNTY-  GA/BURKE
 AB3039  USGS QUAD   -  WAYNESBORO (1950)
 AB3039
 AB3039                         *CURRENT SURVEY CONTROL
 AB3039  ___________________________________________________________________
 AB3039* NAD 83(1986)-  33 06 02.     (N)    082 00 49.     (W)     SCALED    
 AB3039* NAVD 88     -        91.670  (meters)     300.75   (feet)  ADJUSTED  
 AB3039  ___________________________________________________________________
 AB3039  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AB3039  DYNAMIC HT  -          91.569 (meters)     300.42  (feet)  COMP
 AB3039  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 AB3039
 AB3039  VERT ORDER  -  SECOND    CLASS II
 AB3039
 AB3039.The horizontal coordinates were scaled from a topographic map and have
 AB3039.an estimated accuracy of +/- 6 seconds.
 AB3039
 AB3039.The orthometric height was determined by differential leveling
 AB3039.and adjusted by the National Geodetic Survey in April 1998..
 AB3039
 AB3039.The geoid height was determined by GEOID03.
 AB3039
 AB3039.The dynamic height is computed by dividing the NAVD 88
 AB3039.geopotential number by the normal gravity value computed on the
 AB3039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3039.degrees latitude (g = 980.6199 gals.).
 AB3039
 AB3039.The modeled gravity was interpolated from observed gravity values.
 AB3039
 AB3039;                    North         East    Units  Estimated Accuracy
 AB3039;SPC GA E     -   343,760.      214,290.      MT  (+/- 180 meters Scaled)
 AB3039
 AB3039                          SUPERSEDED SURVEY CONTROL
 AB3039
 AB3039.No superseded survey control is available for this station.
 AB3039
 AB3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS054628(NAD 83)
 AB3039_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3039_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB3039_SP_SET: SIDEWALK
 AB3039_STAMPING: 3 C 1 RESET 1992
 AB3039_MARK LOGO: NGS   
 AB3039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3039+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB3039
 AB3039  HISTORY     - Date     Condition        Report By
 AB3039  HISTORY     - 1992     MONUMENTED       NGS
 AB3039
 AB3039                          STATION DESCRIPTION
 AB3039
 AB3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3039'MARK ESTABLISHED AS A PRECAUTION AT SCALE HOUSE OF UNION CAMP WOODYARD
 AB3039'PRIOR TO RAISING OF TRACK IN VICINITY OF 3 C 1.  ELEVATION DIFFERENCE
 AB3039'1.035 M (3.396 FT) BELOW 3 C 1, GEODETIC AZIMUTH FROM 3 C 1, 75-44-51,
 AB3039'DISTANCE 127.990 M.  (419.914 FT) FROM COURTHOUSE IN WAYNESBORO AND
 AB3039'JUNCTION OF LIBERTY AND SIXTH STREETS, US HWY 25 AND STATE HWY 80, GO
 AB3039'NW ON US HWY 25 0.85 MILE (1.37 KM) TO PEACHTREE ST AND MCDONALDS
 AB3039'RESTAURANT ON RIGHT.  TURN RIGHT, NE, 0.5 MILE (0.8 KM) TO FIRST DIRT
 AB3039'RD ON RIGHT AFTER PASSING OVER RAILROAD AT 0.35 MILE, (0.56 KM) THEN
 AB3039'RIGHT, SOUTHERLY, ON CURVING DIRT RD 0.4 MILES (0.6 KM) INTO UNION
 AB3039'CAMP WOODYARD AND MARK IN SIDEWALK AT SCALE HOUSE, 18 FEET (5.5 M)
 AB3039'WEST OF WEST SIDE OF FRAME SCALE HOUSE AND 22 FEET (6.7 M) NORTH OF
 AB3039'UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1070 ***********************************************************************
 CK1070  DESIGNATION -  3 C 10
 CK1070  PID         -  CK1070
 CK1070  STATE/COUNTY-  GA/JENKINS
 CK1070  USGS QUAD   -  PERKINS (1978)
 CK1070
 CK1070                         *CURRENT SURVEY CONTROL
 CK1070  ___________________________________________________________________
 CK1070* NAD 83(1994)-  32 52 45.56709(N)    081 56 49.33107(W)     ADJUSTED  
 CK1070* NAVD 88     -        70.343  (meters)     230.78   (feet)  ADJUSTED  
 CK1070  ___________________________________________________________________
 CK1070  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CK1070  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK1070  DYNAMIC HT  -          70.265 (meters)     230.53  (feet)  COMP
 CK1070  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CK1070
 CK1070  HORZ ORDER  -  SECOND
 CK1070  VERT ORDER  -  FIRST     CLASS II
 CK1070
 CK1070.The horizontal coordinates were established by classical geodetic methods
 CK1070.and adjusted by the National Geodetic Survey in September 1997..
 CK1070
 CK1070.The orthometric height was determined by differential leveling
 CK1070.and adjusted by the National Geodetic Survey in June 1991..
 CK1070
 CK1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK1070
 CK1070.The geoid height was determined by GEOID03.
 CK1070
 CK1070.The dynamic height is computed by dividing the NAVD 88
 CK1070.geopotential number by the normal gravity value computed on the
 CK1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1070.degrees latitude (g = 980.6199 gals.).
 CK1070
 CK1070.The modeled gravity was interpolated from observed gravity values.
 CK1070
 CK1070;                    North         East     Units Scale Factor Converg.
 CK1070;SPC GA E     -   319,240.748   220,551.015   MT  0.99990521   +0 07 09.2
 CK1070;SPC GA E     - 1,047,375.69    723,591.12   sFT  0.99990521   +0 07 09.2
 CK1070;UTM  17      - 3,638,306.426   411,409.898   MT  0.99969677   -0 30 50.9
 CK1070
 CK1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK1070!SPC GA E     -   0.99999366  x   0.99990521  =   0.99989887
 CK1070!UTM  17      -   0.99999366  x   0.99969677  =   0.99969044
 CK1070
 CK1070                          SUPERSEDED SURVEY CONTROL
 CK1070
 CK1070  NAD 83(1986)-  32 52 45.56977(N)    081 56 49.32630(W) AD(       ) 2
 CK1070  NAD 27      -  32 52 44.99400(N)    081 56 49.91000(W) AD(       ) 2
 CK1070  NGVD 29 (??/??/92)   70.580  (m)          231.56   (f) ADJ UNCH    1 2
 CK1070
 CK1070.Superseded values are not recommended for survey control.
 CK1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1070.See file dsdata.txt to determine how the superseded data were derived.
 CK1070
 CK1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1141038306(NAD 83)
 CK1070_MARKER: DD = SURVEY DISK
 CK1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1070_STAMPING: 3 C 10
 CK1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1070+STABILITY: SURFACE MOTION
 CK1070
 CK1070  HISTORY     - Date     Condition        Report By
 CK1070  HISTORY     - 1935     MONUMENTED       GAGS
 CK1070  HISTORY     - 1954     GOOD             CGS
 CK1070  HISTORY     - 1960     GOOD             NGS
 CK1070  HISTORY     - 1974     MARK NOT FOUND   USGS
 CK1070  HISTORY     - 1979     GOOD             NGS
 CK1070  HISTORY     - 19980210 POOR             METRIC
 CK1070
 CK1070                          STATION DESCRIPTION
 CK1070
 CK1070'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK1070'ABOUT 5 MILES NORTH OF MILLEN, ABOUT 1.8 MILES SOUTH OF PERKINS,
 CK1070'ABOUT 0.4 MILE NORTH OF CENTRAL OF GEORGIA RAILWAY STATION AT
 CK1070'LAWTON, 19.6 FEET WEST-SOUTHWEST OF WEST RAIL AND 19.1 FEET
 CK1070'NORTH-NORTHWEST OF WHISTLE POST.  TO REACH FROM MILLEN GO NORTHEAST
 CK1070'ON ROAD ALONG EAST SIDE OF COURTHOUSE FOR 5.1 MILES TO RAILWAY
 CK1070'CROSSING.  TURN LEFT ACROSS TRACKS AND GO 20 YARDS TO DIM ROAD.
 CK1070'TURN RIGHT AND CONTINUE 0.2 MILE TO 3C-10 ECCENTRIC AND STATION.
 CK1070'STATION IS STATE SURVEY STANDARD DISK, SET IN CENTER OF 6-INCH
 CK1070'STOVEPIPE FILLED WITH CONCRETE, FLUSH WITH GROUND, AND 82.17 FEET
 CK1070'NORTH-NORTHEAST OF 3C-10 ECCENTRIC (SEE DESCRIPTION THEREOF)
 CK1070'N 14 DEG 27 MIN E.
 CK1070
 CK1070                          STATION RECOVERY (1954)
 CK1070
 CK1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK1070'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR
 CK1070'CHANGED CONDITIONS SUCH AS THE REMOVAL AND DISCONTINUANCE OF LAWTON
 CK1070'AS A RAILROAD STATION.
 CK1070'
 CK1070'THE STATION IS ABOUT 5-1/2 MI. N OF MILLEN, ON THE RIGHT-OF-WAY OF
 CK1070'THE CENTRAL OF GEORGIA RAILWAY ABUTTING LANDS OF MAGNOLIA SPRINGS
 CK1070'STATE PARK, AN ESTIMATED 100 YD. N-NW OF THE HIGHEST POINT OF A
 CK1070'GENTLE HILL, THE SAME DISTANCE NW OF A FRAMEHOUSE, 82.17 FT.
 CK1070'N 14 DEG 27 MIN E FROM TRIANGULATION STATION 3 C 10
 CK1070'ECCENTRIC WHICH IS ON A CONSPICUOUS BUMP OF EARTH, 19.6 FT. W OF THE
 CK1070'W RAIL, AT THE TOP OF THE SLOPE OF THE RAILROAD CUT BANK, AND AN
 CK1070'ESTIMATED 6 OR 7 FT. ABOVE THE LEVEL OF THE TOP OF THE RAILS.  THE
 CK1070'MARK IS A STATE SURVEY STANDARD DISK, STAMPED 3 C 10 AND SET IN THE
 CK1070'TOP OF A CONCRETE POST ABOUT 6 IN. IN DIAMETER AND FLUSH WITH THE
 CK1070'GROUND.
 CK1070
 CK1070                          STATION RECOVERY (1960)
 CK1070
 CK1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CK1070'5.5 MI N FROM MILLEN.
 CK1070'ABOUT 5.5 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1070'THE STATION AT MILLEN, ABOUT 2.05 MILES SOUTH ALONG THE C. OF GA.
 CK1070'RY. FROM THE CROSSING OF A BLACK TOP ROAD AT PERKINS, 0.2 MILE
 CK1070'NORTH OF MILEPOST S 84, 19 1/2 FEET WEST OF THE WEST RAIL AND ON
 CK1070'TOP OF A 5-FOOT-HIGH CUT BANK, 59 1/2 FEET NORTH OF MILEAGE POLE
 CK1070'84+7, 82.2 FEET NORTH-NORTHEAST OF TRIANGULATION STATION 3 C
 CK1070'10 ECC, 52 FEET WEST-SOUTHWEST OF AND ACROSS THE TRACK FROM RM
 CK1070'1, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF
 CK1070'A CONCRETE POST FLUSH WITH THE GROUND.
 CK1070
 CK1070                          STATION RECOVERY (1974)
 CK1070
 CK1070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CK1070'MARK NOT FOUND.
 CK1070
 CK1070                          STATION RECOVERY (1979)
 CK1070
 CK1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK1070'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS REFERENCED
 CK1070'TO THIS STATION BELONG TO TRIANGULATION STATION 3C 10 ECC 1935 (SEE
 CK1070'SEPERATE DESCRIPTION).
 CK1070'
 CK1070'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND HARVEY STREET AT
 CK1070'THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN MILLEN, GO NORTH
 CK1070'ON HARVEY STREET FOR 0.8 MILE TO A STREET RIGHT AT THE CITY
 CK1070'LIMITS.  CONTINUE NORTH FOR 2.8 MILES TO A ROAD CURVE RIGHT AND A SAND
 CK1070'ROAD STRAIGHT AHEAD.  KEEP LEFT, AHEAD, ON THE SAND ROAD FOR 0.6 MILE
 CK1070'TO A ROAD LEFT CROSSING THE TRACK.  CONTINUE NORTH FOR 0.45 MILE TO
 CK1070'A LONE WHITE HOUSE ON THE RIGHT AT TOP OF SLIGHT GRADE.  CONTINUE
 CK1070'AHEAD FOR 0.05 MILE TO THE FOURTH ROW OF PECAN TREES ON THE RIGHT
 CK1070'FROM THE HOUSE, AND THE STATION ABOUT 100 YARDS TO THE LEFT ACROSS
 CK1070'THE TRACK.
 CK1070'
 CK1070'STATION MARK, A C AND GS AND STATE SURVEY DISK STAMPED---3 C 10---
 CK1070'IS SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST FLUSH WITH THE
 CK1070'GROUND, IN VERY THICK BRUSH.  IT IS 82 FEET NORTH-NORTHEAST OF
 CK1070'STATION 3C 10 ECC 1935, 19.5 FEET WEST OF THE WEST RAIL, 5 FEET
 CK1070'HIGHER THAN THE RAIL, AND 1 FOOT EAST OF A METAL WITNESS POST.
 CK1070
 CK1070                          STATION RECOVERY (1998)
 CK1070
 CK1070'RECOVERY NOTE BY METRIC SURVEYS 1998 (HLB)
 CK1070'TOP OF MARK SHEARED OFF-POST ONLY REMAINING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1074 ***********************************************************************
 CK1074  DESIGNATION -  3 C 10 ECC AZ MK
 CK1074  PID         -  CK1074
 CK1074  STATE/COUNTY-  GA/JENKINS
 CK1074  USGS QUAD   -  PERKINS (1978)
 CK1074
 CK1074                         *CURRENT SURVEY CONTROL
 CK1074  ___________________________________________________________________
 CK1074* NAD 83(1986)-  32 53 04.     (N)    081 56 51.     (W)     SCALED    
 CK1074* NAVD 88     -        69.674  (meters)     228.59   (feet)  ADJUSTED  
 CK1074  ___________________________________________________________________
 CK1074  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK1074  DYNAMIC HT  -          69.596 (meters)     228.33  (feet)  COMP
 CK1074  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 CK1074
 CK1074  VERT ORDER  -  FIRST     CLASS II
 CK1074
 CK1074.The horizontal coordinates were scaled from a topographic map and have
 CK1074.an estimated accuracy of +/- 6 seconds.
 CK1074
 CK1074.The orthometric height was determined by differential leveling
 CK1074.and adjusted by the National Geodetic Survey in June 1991..
 CK1074
 CK1074.The geoid height was determined by GEOID03.
 CK1074
 CK1074.The dynamic height is computed by dividing the NAVD 88
 CK1074.geopotential number by the normal gravity value computed on the
 CK1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1074.degrees latitude (g = 980.6199 gals.).
 CK1074
 CK1074.The modeled gravity was interpolated from observed gravity values.
 CK1074
 CK1074;                    North         East    Units  Estimated Accuracy
 CK1074;SPC GA E     -   319,810.      220,510.      MT  (+/- 180 meters Scaled)
 CK1074
 CK1074                          SUPERSEDED SURVEY CONTROL
 CK1074
 CK1074  NGVD 29 (??/??/92)   69.911  (m)          229.37   (f) ADJ UNCH    1 2
 CK1074
 CK1074.Superseded values are not recommended for survey control.
 CK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1074.See file dsdata.txt to determine how the superseded data were derived.
 CK1074
 CK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS113388(NAD 83)
 CK1074_MARKER: DR = REFERENCE MARK DISK
 CK1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1074_STAMPING: 3 C 10 ECC AZI 1935
 CK1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1074+STABILITY: SURFACE MOTION
 CK1074
 CK1074  HISTORY     - Date     Condition        Report By
 CK1074  HISTORY     - 1935     MONUMENTED       CGS
 CK1074  HISTORY     - 1960     GOOD             NGS
 CK1074
 CK1074                          STATION DESCRIPTION
 CK1074
 CK1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1074'5.8 MI N FROM MILLEN.
 CK1074'ABOUT 5.85 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1074'THE STATION AT MILLEN, ABOUT 1.7 MILES SOUTH ALONG THE C. OF GA.
 CK1074'RY. FROM THE CROSSING OF A BLACK TOP ROAD AT PERKINS, 0.4 MILE
 CK1074'SOUTH OF MILEPOST S 85, 77 FEET EAST OF THE EAST RAIL, ACROSS THE
 CK1074'TRACK FROM MILEAGE POLE 84+18, 22 FEET WEST OF THE CENTER LINE
 CK1074'OF ROAD PARALLELING THE TRACK, 31 1/2 FEET NORTH OF TELEPHONE
 CK1074'POLE 1874, 111 FEET SOUTH OF TELEPHONE POLE 1873, 148 FEET
 CK1074'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 CK1074'HOUSE WITH ASBESTOS SIDING, ABOUT 50 YARDS SOUTH OF THE TOP OF
 CK1074'GRADE IN ROAD PARALLELING THE TRACK, ABOUT LEVEL WITH THE ROAD,
 CK1074'ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 CK1074'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1072 ***********************************************************************
 CK1072  DESIGNATION -  3 C 10 ECC RM 1
 CK1072  PID         -  CK1072
 CK1072  STATE/COUNTY-  GA/JENKINS
 CK1072  USGS QUAD   -  PERKINS (1978)
 CK1072
 CK1072                         *CURRENT SURVEY CONTROL
 CK1072  ___________________________________________________________________
 CK1072* NAD 83(1986)-  32 52 45.     (N)    081 56 43.     (W)     SCALED    
 CK1072* NAVD 88     -        70.657  (meters)     231.81   (feet)  ADJUSTED  
 CK1072  ___________________________________________________________________
 CK1072  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK1072  DYNAMIC HT  -          70.578 (meters)     231.55  (feet)  COMP
 CK1072  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CK1072
 CK1072  VERT ORDER  -  FIRST     CLASS II
 CK1072
 CK1072.The horizontal coordinates were scaled from a topographic map and have
 CK1072.an estimated accuracy of +/- 6 seconds.
 CK1072
 CK1072.The orthometric height was determined by differential leveling
 CK1072.and adjusted by the National Geodetic Survey in June 1991..
 CK1072
 CK1072.The geoid height was determined by GEOID03.
 CK1072
 CK1072.The dynamic height is computed by dividing the NAVD 88
 CK1072.geopotential number by the normal gravity value computed on the
 CK1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1072.degrees latitude (g = 980.6199 gals.).
 CK1072
 CK1072.The modeled gravity was interpolated from observed gravity values.
 CK1072
 CK1072;                    North         East    Units  Estimated Accuracy
 CK1072;SPC GA E     -   319,220.      220,720.      MT  (+/- 180 meters Scaled)
 CK1072
 CK1072                          SUPERSEDED SURVEY CONTROL
 CK1072
 CK1072  NGVD 29 (??/??/92)   70.895  (m)          232.59   (f) ADJ UNCH    1 2
 CK1072
 CK1072.Superseded values are not recommended for survey control.
 CK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1072.See file dsdata.txt to determine how the superseded data were derived.
 CK1072
 CK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS115382(NAD 83)
 CK1072_MARKER: DR = REFERENCE MARK DISK
 CK1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1072_STAMPING: 3 C 10 ECC NO 1 1935
 CK1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1072+STABILITY: SURFACE MOTION
 CK1072
 CK1072  HISTORY     - Date     Condition        Report By
 CK1072  HISTORY     - 1935     MONUMENTED       CGS
 CK1072  HISTORY     - 1960     GOOD             NGS
 CK1072
 CK1072                          STATION DESCRIPTION
 CK1072
 CK1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1072'5.5 MI N FROM MILLEN.
 CK1072'ABOUT 5.5 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1072'THE STATION AT MILLEN, ABOUT 2.05 MILES SOUTH ALONG THE C. OF GA.
 CK1072'RY. FROM THE CROSSING OF A BLACK TOP ROAD AT PERKINS, ACROSS THE
 CK1072'TRACK FROM AND BETWEEN MILEAGE POLES 84+7 AND 84+8, 25 FEET EAST
 CK1072'OF THE EAST RAIL AND ON TOP OF A CUT BANK, 52 FEET EAST-NORTHEAST
 CK1072'OF THE EAST RAIL AND ON TOP OF A CUT BANK, 52 FEET EAST-NORTHEAST
 CK1072'OF AND ACROSS THE TRACK FROM BENCH MARK 3 C 10 (GA. GEOD. S.),
 CK1072'77 1/2 FEET SOUTHWEST OF TELEPHONE POLE 1886, 103 FEET NORTHWEST
 CK1072'OF TELEPHONE POLE 1887, 70 FEET WEST OF THE CENTER LINE OF A
 CK1072'GRADED ROAD PARALLEL WITH THE TRACK, 178 FEET NORTH OF RM 2,
 CK1072'124.1 FEET NORTHEAST OF AND ACROSS THE TRACK FROM TRIANGULATION
 CK1072'STATION 3 C 10 ECC, ABOUT LEVEL WITH THE ROAD PARALLEL WITH THE
 CK1072'TRACK, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 CK1072'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1071 ***********************************************************************
 CK1071  DESIGNATION -  3 C 10 ECC RM 2
 CK1071  PID         -  CK1071
 CK1071  STATE/COUNTY-  GA/JENKINS
 CK1071  USGS QUAD   -  PERKINS (1978)
 CK1071
 CK1071                         *CURRENT SURVEY CONTROL
 CK1071  ___________________________________________________________________
 CK1071* NAD 83(1986)-  32 52 43.     (N)    081 56 44.     (W)     SCALED    
 CK1071* NAVD 88     -        70.328  (meters)     230.73   (feet)  ADJUSTED  
 CK1071  ___________________________________________________________________
 CK1071  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK1071  DYNAMIC HT  -          70.249 (meters)     230.48  (feet)  COMP
 CK1071  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CK1071
 CK1071  VERT ORDER  -  FIRST     CLASS II
 CK1071
 CK1071.The horizontal coordinates were scaled from a topographic map and have
 CK1071.an estimated accuracy of +/- 6 seconds.
 CK1071
 CK1071.The orthometric height was determined by differential leveling
 CK1071.and adjusted by the National Geodetic Survey in June 1991..
 CK1071
 CK1071.The geoid height was determined by GEOID03.
 CK1071
 CK1071.The dynamic height is computed by dividing the NAVD 88
 CK1071.geopotential number by the normal gravity value computed on the
 CK1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1071.degrees latitude (g = 980.6199 gals.).
 CK1071
 CK1071.The modeled gravity was interpolated from observed gravity values.
 CK1071
 CK1071;                    North         East    Units  Estimated Accuracy
 CK1071;SPC GA E     -   319,160.      220,690.      MT  (+/- 180 meters Scaled)
 CK1071
 CK1071                          SUPERSEDED SURVEY CONTROL
 CK1071
 CK1071  NGVD 29 (??/??/92)   70.565  (m)          231.51   (f) ADJ UNCH    1 2
 CK1071
 CK1071.Superseded values are not recommended for survey control.
 CK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1071.See file dsdata.txt to determine how the superseded data were derived.
 CK1071
 CK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS115382(NAD 83)
 CK1071_MARKER: DR = REFERENCE MARK DISK
 CK1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1071_STAMPING: 3 C 10 ECC NO 2 1935
 CK1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1071+STABILITY: SURFACE MOTION
 CK1071
 CK1071  HISTORY     - Date     Condition        Report By
 CK1071  HISTORY     - 1935     MONUMENTED       CGS
 CK1071  HISTORY     - 1960     GOOD             NGS
 CK1071
 CK1071                          STATION DESCRIPTION
 CK1071
 CK1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1071'5.5 MI N FROM MILLEN.
 CK1071'ABOUT 5.5 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1071'THE STATION AT MILLEN, ABOUT 2.05 MILES SOUTH ALONG THE C. OF GA.
 CK1071'RY. FROM THE CROSSING OF A BLACK TOP ROAD AT PERKINS, 0.2 MILE
 CK1071'NORTH OF MILEPST S 84, ACROSS THE TRACK FROM AND BETWEEN MILEAGE
 CK1071'POLES 84+6 AND 84+7, 48 1/2 FEET WEST OF THE CENTER LINE OF A
 CK1071'GRADED ROAD PARALLEL WITH THE TRACK AND ABOUT 1 FOOT BELOW THE
 CK1071'LEVEL OF ROAD, 34 FEET WEST-NORTHWEST OF TELEPHONE POLE 1888,
 CK1071'130.2 FEET SOUTHEAST OF TRIANGULATION STATION 3 C 10 ECC, 178
 CK1071'FEET SOUTH OF RM 1, 68 1/2 FEET NORTHWEST OF THE CENTER OF
 CK1071'JUNCTION OF ROAD AND A DRIVE LEADING EAST TO A FARMHOUSE, 39 1/2
 CK1071'FEET EAST OF THE EAST RAIL AND ON TOP OF A CUT BANK, ABOUT 5 1/2
 CK1071'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 CK1071'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0282 ***********************************************************************
 DF0282  DESIGNATION -  3 C 2
 DF0282  PID         -  DF0282
 DF0282  STATE/COUNTY-  GA/BURKE
 DF0282  USGS QUAD   -  WAYNESBORO (1950)
 DF0282
 DF0282                         *CURRENT SURVEY CONTROL
 DF0282  ___________________________________________________________________
 DF0282* NAD 83(1986)-  33 05 32.     (N)    082 00 41.     (W)     SCALED    
 DF0282* NAVD 88     -        80.865  (meters)     265.30   (feet)  ADJUSTED  
 DF0282  ___________________________________________________________________
 DF0282  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DF0282  DYNAMIC HT  -          80.775 (meters)     265.01  (feet)  COMP
 DF0282  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 DF0282
 DF0282  VERT ORDER  -  FIRST     CLASS II
 DF0282
 DF0282.The horizontal coordinates were scaled from a topographic map and have
 DF0282.an estimated accuracy of +/- 6 seconds.
 DF0282
 DF0282.The orthometric height was determined by differential leveling
 DF0282.and adjusted by the National Geodetic Survey in June 1991..
 DF0282
 DF0282.The geoid height was determined by GEOID03.
 DF0282
 DF0282.The dynamic height is computed by dividing the NAVD 88
 DF0282.geopotential number by the normal gravity value computed on the
 DF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0282.degrees latitude (g = 980.6199 gals.).
 DF0282
 DF0282.The modeled gravity was interpolated from observed gravity values.
 DF0282
 DF0282;                    North         East    Units  Estimated Accuracy
 DF0282;SPC GA E     -   342,840.      214,500.      MT  (+/- 180 meters Scaled)
 DF0282
 DF0282                          SUPERSEDED SURVEY CONTROL
 DF0282
 DF0282  NGVD 29 (??/??/92)   81.099  (m)          266.07   (f) ADJ UNCH    1 2
 DF0282
 DF0282.Superseded values are not recommended for survey control.
 DF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0282.See file dsdata.txt to determine how the superseded data were derived.
 DF0282
 DF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS056619(NAD 83)
 DF0282_MARKER: DD = SURVEY DISK
 DF0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0282_STAMPING: 266.023 3 C 2
 DF0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0282+STABILITY: SURFACE MOTION
 DF0282
 DF0282  HISTORY     - Date     Condition        Report By
 DF0282  HISTORY     - UNK      MONUMENTED       GAGS
 DF0282  HISTORY     - 1960     GOOD             NGS
 DF0282
 DF0282                          STATION DESCRIPTION
 DF0282
 DF0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0282'AT WAYNESBORO.
 DF0282'AT WAYNESBORO, 96 FEET EAST OF AND ACROSS SIXTH STREET FROM THE
 DF0282'EAST CORNER OF CENTRAL OF GEORGIA RAILWAY STATION, 3.2 FEET
 DF0282'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 48 FEET
 DF0282'SOUTHEAST OF THE CENTER LINE OF SIXTH STREET, 4.7 FEET NORTHEAST
 DF0282'OF THE NORTHEAST RAIL OF SIDING, 36 FEET EAST-NORTHEAST OF AND
 DF0282'ACROSS THE TRACKS FROM A CROSSING WARNING SIGNAL, AND SET IN TOP
 DF0282'OF A CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1082 ***********************************************************************
 CK1082  DESIGNATION -  3 C 8 ECC RM 1
 CK1082  PID         -  CK1082
 CK1082  STATE/COUNTY-  GA/BURKE
 CK1082  USGS QUAD   -  PERKINS (1978)
 CK1082
 CK1082                         *CURRENT SURVEY CONTROL
 CK1082  ___________________________________________________________________
 CK1082* NAD 83(1986)-  32 56 42.     (N)    081 57 42.     (W)     SCALED    
 CK1082* NAVD 88     -        87.510  (meters)     287.11   (feet)  ADJUSTED  
 CK1082  ___________________________________________________________________
 CK1082  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK1082  DYNAMIC HT  -          87.413 (meters)     286.79  (feet)  COMP
 CK1082  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CK1082
 CK1082  VERT ORDER  -  FIRST     CLASS II
 CK1082
 CK1082.The horizontal coordinates were scaled from a topographic map and have
 CK1082.an estimated accuracy of +/- 6 seconds.
 CK1082
 CK1082.The orthometric height was determined by differential leveling
 CK1082.and adjusted by the National Geodetic Survey in June 1991..
 CK1082
 CK1082.The geoid height was determined by GEOID03.
 CK1082
 CK1082.The dynamic height is computed by dividing the NAVD 88
 CK1082.geopotential number by the normal gravity value computed on the
 CK1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1082.degrees latitude (g = 980.6199 gals.).
 CK1082
 CK1082.The modeled gravity was interpolated from observed gravity values.
 CK1082
 CK1082;                    North         East    Units  Estimated Accuracy
 CK1082;SPC GA E     -   326,520.      219,170.      MT  (+/- 180 meters Scaled)
 CK1082
 CK1082                          SUPERSEDED SURVEY CONTROL
 CK1082
 CK1082  NGVD 29 (??/??/92)   87.746  (m)          287.88   (f) ADJ UNCH    1 2
 CK1082
 CK1082.Superseded values are not recommended for survey control.
 CK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1082.See file dsdata.txt to determine how the superseded data were derived.
 CK1082
 CK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS101456(NAD 83)
 CK1082_MARKER: DR = REFERENCE MARK DISK
 CK1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1082_STAMPING: 3 C 8 ECC NO 1 1935
 CK1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1082+STABILITY: SURFACE MOTION
 CK1082
 CK1082  HISTORY     - Date     Condition        Report By
 CK1082  HISTORY     - 1935     MONUMENTED       CGS
 CK1082  HISTORY     - 1960     GOOD             NGS
 CK1082
 CK1082                          STATION DESCRIPTION
 CK1082
 CK1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1082'10 MI N FROM MILLEN.
 CK1082'ABOUT 10.05 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1082'FROM THE STATION AT MILLEN, ABOUT 0.55 MILE SOUTH-SOUTHEAST OF THE
 CK1082'CROSSING OF A BLACK TOP ROAD AT MUNNERLYN, 0.15 MILE SOUTH-SOUTHEAST
 CK1082'OF MILEPOST S 89, 115.7 FEET NORTHWEST OF 3 C 8 ECC TRIANGULATION
 CK1082'STATION, 200.6 FEET NORTH OF R M 2, 82 FEET WEST-SOUTHWEST OF
 CK1082'A WIRE FENCE PARALLEL WITH THE TRACK, AT THE WEST EDGE OF WOODS,
 CK1082'20 1/2 FEET SOUTH-SOUTHEAST OF A LOW BRANCHED 18-INCH WHITE OAK
 CK1082'TREE, ABOUT LEVEL WITH THE ADJOINING FIELD, AND SET IN TOP OF A
 CK1082'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1080 ***********************************************************************
 CK1080  DESIGNATION -  3 C 8 ECC RM 2
 CK1080  PID         -  CK1080
 CK1080  STATE/COUNTY-  GA/BURKE
 CK1080  USGS QUAD   -  PERKINS (1978)
 CK1080
 CK1080                         *CURRENT SURVEY CONTROL
 CK1080  ___________________________________________________________________
 CK1080* NAD 83(1986)-  32 56 37.     (N)    081 57 42.     (W)     SCALED    
 CK1080* NAVD 88     -        87.714  (meters)     287.77   (feet)  ADJUSTED  
 CK1080  ___________________________________________________________________
 CK1080  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK1080  DYNAMIC HT  -          87.617 (meters)     287.46  (feet)  COMP
 CK1080  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CK1080
 CK1080  VERT ORDER  -  FIRST     CLASS II
 CK1080
 CK1080.The horizontal coordinates were scaled from a topographic map and have
 CK1080.an estimated accuracy of +/- 6 seconds.
 CK1080
 CK1080.The orthometric height was determined by differential leveling
 CK1080.and adjusted by the National Geodetic Survey in June 1991..
 CK1080
 CK1080.The geoid height was determined by GEOID03.
 CK1080
 CK1080.The dynamic height is computed by dividing the NAVD 88
 CK1080.geopotential number by the normal gravity value computed on the
 CK1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1080.degrees latitude (g = 980.6199 gals.).
 CK1080
 CK1080.The modeled gravity was interpolated from observed gravity values.
 CK1080
 CK1080;                    North         East    Units  Estimated Accuracy
 CK1080;SPC GA E     -   326,370.      219,170.      MT  (+/- 180 meters Scaled)
 CK1080
 CK1080                          SUPERSEDED SURVEY CONTROL
 CK1080
 CK1080  NGVD 29 (??/??/92)   87.950  (m)          288.55   (f) ADJ UNCH    1 2
 CK1080
 CK1080.Superseded values are not recommended for survey control.
 CK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1080.See file dsdata.txt to determine how the superseded data were derived.
 CK1080
 CK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS101454(NAD 83)
 CK1080_MARKER: DR = REFERENCE MARK DISK
 CK1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1080_STAMPING: 3 C 8 ECC NO 2 1935
 CK1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1080+STABILITY: SURFACE MOTION
 CK1080
 CK1080  HISTORY     - Date     Condition        Report By
 CK1080  HISTORY     - 1935     MONUMENTED       CGS
 CK1080  HISTORY     - 1960     GOOD             NGS
 CK1080
 CK1080                          STATION DESCRIPTION
 CK1080
 CK1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK1080'10 MI N FROM MILLEN.
 CK1080'ABOUT 10.05 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1080'THE STATION AT MILLEN, ABOUT 0.55 MILE SOUTH-SOUTHEAST ALONG THE
 CK1080'C. OF GA. RY. FROM THE CROSSING OF A BLACK TOP ROAD AT MUNNERLYN,
 CK1080'0.15 MILE SOUTH-SOUTHEAST OF MILEPOST S 89, ALONG THE EDGE OF
 CK1080'WOODS, 130.2 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION 3 C 8
 CK1080'ECC, 200.6 FEET SOUTH OF R M 1, 60 FEET WEST-SOUTHWEST OF A WIRE
 CK1080'FENCE PARALLEL WITH TRACK, 22 FEET NORTH OF A MULBERRY BUSH, AND
 CK1080'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5834 ***********************************************************************
 CK5834  DESIGNATION -  3 CH 8
 CK5834  PID         -  CK5834
 CK5834  STATE/COUNTY-  GA/CHATHAM
 CK5834  USGS QUAD   -  GARDEN CITY (1980)
 CK5834
 CK5834                         *CURRENT SURVEY CONTROL
 CK5834  ___________________________________________________________________
 CK5834* NAD 83(1986)-  32 01 21.     (N)    081 13 36.     (W)     SCALED    
 CK5834* NAVD 88     -         4.796  (meters)      15.73   (feet)  ADJUSTED  
 CK5834  ___________________________________________________________________
 CK5834  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CK5834  DYNAMIC HT  -           4.790 (meters)      15.72  (feet)  COMP
 CK5834  MODELED GRAV-     979,474.1   (mgal)                       NAVD 88
 CK5834
 CK5834  VERT ORDER  -  FIRST     CLASS II
 CK5834
 CK5834.The horizontal coordinates were scaled from a topographic map and have
 CK5834.an estimated accuracy of +/- 6 seconds.
 CK5834
 CK5834.The orthometric height was determined by differential leveling
 CK5834.and adjusted by the National Geodetic Survey in May 1994..
 CK5834
 CK5834.The geoid height was determined by GEOID03.
 CK5834
 CK5834.The dynamic height is computed by dividing the NAVD 88
 CK5834.geopotential number by the normal gravity value computed on the
 CK5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5834.degrees latitude (g = 980.6199 gals.).
 CK5834
 CK5834.The modeled gravity was interpolated from observed gravity values.
 CK5834
 CK5834;                    North         East    Units  Estimated Accuracy
 CK5834;SPC GA E     -   224,600.      288,800.      MT  (+/- 180 meters Scaled)
 CK5834
 CK5834                          SUPERSEDED SURVEY CONTROL
 CK5834
 CK5834  NGVD 29 (09/01/92)    5.076  (m)           16.65   (f) ADJUSTED    1 2
 CK5834
 CK5834.Superseded values are not recommended for survey control.
 CK5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5834.See file dsdata.txt to determine how the superseded data were derived.
 CK5834
 CK5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR785429(NAD 83)
 CK5834_MARKER: DB = BENCH MARK DISK
 CK5834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5834_SP_SET: CONCRETE POST
 CK5834_STAMPING: 3 CH 8
 CK5834_MARK LOGO: GAGS  
 CK5834_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5834+STABILITY: SURFACE MOTION
 CK5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5834+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 CK5834
 CK5834  HISTORY     - Date     Condition        Report By
 CK5834  HISTORY     - UNK      MONUMENTED       GAGS
 CK5834  HISTORY     - 19910306 GOOD             NGS
 CK5834  HISTORY     - 19980411 GOOD             USPSQD
 CK5834
 CK5834                          STATION DESCRIPTION
 CK5834
 CK5834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CK5834'4.1 KM (2.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 80 FROM THE
 CK5834'INTERSECTION OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 9.2 KM (5.7 MI)
 CK5834'SOUTHWESTERLY ALONG U.S. HIGHWAY 17, 10.8 M (35.4 FT) NORTHEAST OF
 CK5834'THE CENTER OF A DIRT ROAD, 10.6 M (34.8 FT) NORTHWEST OF THE HIGHWAY
 CK5834'CENTERLINE, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, AND THE
 CK5834'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 CK5834
 CK5834                          STATION RECOVERY (1998)
 CK5834
 CK5834'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK5834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0457 ***********************************************************************
 EE0457  DESIGNATION -  3 D 16
 EE0457  PID         -  EE0457
 EE0457  STATE/COUNTY-  GA/WHITFIELD
 EE0457  USGS QUAD   -  TUNNEL HILL (1983)
 EE0457
 EE0457                         *CURRENT SURVEY CONTROL
 EE0457  ___________________________________________________________________
 EE0457* NAD 83(1986)-  34 47 53.     (N)    085 00 16.     (W)     SCALED    
 EE0457* NAVD 88     -       219.637  (meters)     720.59   (feet)  ADJUSTED  
 EE0457  ___________________________________________________________________
 EE0457  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 EE0457  DYNAMIC HT  -         219.415 (meters)     719.86  (feet)  COMP
 EE0457  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 EE0457
 EE0457  VERT ORDER  -  SECOND    CLASS 0
 EE0457
 EE0457.The horizontal coordinates were scaled from a topographic map and have
 EE0457.an estimated accuracy of +/- 6 seconds.
 EE0457
 EE0457.The orthometric height was determined by differential leveling
 EE0457.and adjusted by the National Geodetic Survey in June 1991..
 EE0457
 EE0457.The geoid height was determined by GEOID03.
 EE0457
 EE0457.The dynamic height is computed by dividing the NAVD 88
 EE0457.geopotential number by the normal gravity value computed on the
 EE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0457.degrees latitude (g = 980.6199 gals.).
 EE0457
 EE0457.The modeled gravity was interpolated from observed gravity values.
 EE0457
 EE0457;                    North         East    Units  Estimated Accuracy
 EE0457;SPC GA W     -   532,340.      623,340.      MT  (+/- 180 meters Scaled)
 EE0457
 EE0457                          SUPERSEDED SURVEY CONTROL
 EE0457
 EE0457  NGVD 29 (??/??/92)  219.627  (m)          720.56   (f) ADJ UNCH    2 0
 EE0457
 EE0457.Superseded values are not recommended for survey control.
 EE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0457.See file dsdata.txt to determine how the superseded data were derived.
 EE0457
 EE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD825524(NAD 83)
 EE0457_MARKER: DD = SURVEY DISK
 EE0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0457_STAMPING: 3 D 16 1934
 EE0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0457+STABILITY: SURFACE MOTION
 EE0457
 EE0457  HISTORY     - Date     Condition        Report By
 EE0457  HISTORY     - 1934     MONUMENTED       GAGS
 EE0457  HISTORY     - 1936     MARK NOT FOUND   NGS
 EE0457  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0457
 EE0457                          STATION DESCRIPTION
 EE0457
 EE0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0457'3.3 MI NW FROM DALTON.
 EE0457'3.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0457'FROM THE STATION AT DALTON, 17 POLES WEST OF MILEPOST 102, 769
 EE0457'FEET EAST OF THE NORTHEAST PARAPET WALL OF THE TRESTLE OVER MILL
 EE0457'CREEK, 191 FEET WEST OF A SIGNAL BATTERY BOX, 13.3 FEET NORTH OF
 EE0457'THE CENTERLINE OF THE TRACK, AND 94 FEET SOUTH OF THE CENTERLINE
 EE0457'OF THE WILLOWDALE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 EE0457'3 D 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EE0457
 EE0457                          STATION RECOVERY (1972)
 EE0457
 EE0457'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0333 ***********************************************************************
 EE0333  DESIGNATION -  3 D 18
 EE0333  PID         -  EE0333
 EE0333  STATE/COUNTY-  GA/WHITFIELD
 EE0333  USGS QUAD   -  DALTON NORTH (1985)
 EE0333
 EE0333                         *CURRENT SURVEY CONTROL
 EE0333  ___________________________________________________________________
 EE0333* NAD 83(1986)-  34 47 17.     (N)    084 58 38.     (W)     SCALED    
 EE0333* NAVD 88     -       220.047  (meters)     721.94   (feet)  ADJUSTED  
 EE0333  ___________________________________________________________________
 EE0333  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EE0333  DYNAMIC HT  -         219.825 (meters)     721.21  (feet)  COMP
 EE0333  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EE0333
 EE0333  VERT ORDER  -  SECOND    CLASS 0
 EE0333
 EE0333.The horizontal coordinates were scaled from a topographic map and have
 EE0333.an estimated accuracy of +/- 6 seconds.
 EE0333
 EE0333.The orthometric height was determined by differential leveling
 EE0333.and adjusted by the National Geodetic Survey in June 1991..
 EE0333.WARNING-Repeat measurements at this control monument indicate possible
 EE0333.vertical movement.
 EE0333
 EE0333.The geoid height was determined by GEOID03.
 EE0333
 EE0333.The dynamic height is computed by dividing the NAVD 88
 EE0333.geopotential number by the normal gravity value computed on the
 EE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0333.degrees latitude (g = 980.6199 gals.).
 EE0333
 EE0333.The modeled gravity was interpolated from observed gravity values.
 EE0333
 EE0333;                    North         East    Units  Estimated Accuracy
 EE0333;SPC GA W     -   531,210.      625,820.      MT  (+/- 180 meters Scaled)
 EE0333
 EE0333                          SUPERSEDED SURVEY CONTROL
 EE0333
 EE0333  NGVD 29 (??/??/92)  220.038  (m)          721.91   (f) ADJ UNCH    2 0
 EE0333
 EE0333.Superseded values are not recommended for survey control.
 EE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0333.See file dsdata.txt to determine how the superseded data were derived.
 EE0333
 EE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD850514(NAD 83)
 EE0333_MARKER: DD = SURVEY DISK
 EE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0333_STAMPING: 3 D 18 1934
 EE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0333+STABILITY: SURFACE MOTION
 EE0333
 EE0333  HISTORY     - Date     Condition        Report By
 EE0333  HISTORY     - 1934     MONUMENTED       GAGS
 EE0333  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0333
 EE0333                          STATION DESCRIPTION
 EE0333
 EE0333'DESCRIBED BY GEORGIA GEODETIC SURVEY 1934
 EE0333'1.2 MI NW FROM DALTON.
 EE0333'1.2 MILES NORTHWEST ALONG THE NASHVILLE AND ST. LOUIS RAILWAY
 EE0333'FROM THE STATION AT DALTON, WHITFIELD COUNTY, 13 POLES NORTH
 EE0333'OF MILEPOST 100, 905 FEET SOUTH OF THE SOUTHWEST CORNER OF
 EE0333'THE SETTLING TANKS AT THE DALTON WATERWORKS, 280 FEET NORTHWEST
 EE0333'OF THE NORTHWEST CORNER OF CROWN COTTON MILL NO. 2, 129 FEET
 EE0333'NORTH OF THE NORTHWEST CORNER OF A GRANITE CULVERT, 20 FEET
 EE0333'WEST OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A
 EE0333'CONCRETE POST.
 EE0333
 EE0333                          STATION RECOVERY (1972)
 EE0333
 EE0333'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1681 ***********************************************************************
 CL1681  DESIGNATION -  3 DOP
 CL1681  PID         -  CL1681
 CL1681  STATE/COUNTY-  GA/JENKINS
 CL1681  USGS QUAD   -  BELLEVUE (1981)
 CL1681
 CL1681                         *CURRENT SURVEY CONTROL
 CL1681  ___________________________________________________________________
 CL1681* NAD 83(1994)-  32 53 52.12773(N)    082 05 34.37299(W)     ADJUSTED  
 CL1681* NAVD 88     -        80.25   (+/-2cm)     263.3    (feet)  VERTCON   
 CL1681  ___________________________________________________________________
 CL1681  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CL1681  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CL1681
 CL1681  HORZ ORDER  -  SECOND
 CL1681  VERT ORDER  -  THIRD ? (See Below)
 CL1681
 CL1681.The horizontal coordinates were established by classical geodetic methods
 CL1681.and adjusted by the National Geodetic Survey in September 1997..
 CL1681
 CL1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1681.The vertical order pertains to the NGVD 29 superseded value.
 CL1681
 CL1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1681
 CL1681.The geoid height was determined by GEOID03.
 CL1681
 CL1681;                    North         East     Units Scale Factor Converg.
 CL1681;SPC GA E     -   321,272.057   206,902.720   MT  0.99990059   +0 02 24.3
 CL1681;SPC GA E     - 1,054,040.07    678,813.34   sFT  0.99990059   +0 02 24.3
 CL1681;UTM  17      - 3,640,488.110   397,787.488   MT  0.99972882   -0 35 37.1
 CL1681
 CL1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1681!SPC GA E     -   0.99999207  x   0.99990059  =   0.99989266
 CL1681!UTM  17      -   0.99999207  x   0.99972882  =   0.99972090
 CL1681
 CL1681                          SUPERSEDED SURVEY CONTROL
 CL1681
 CL1681  NAD 83(1986)-  32 53 52.13094(N)    082 05 34.36870(W) AD(       ) 2
 CL1681  NAD 27      -  32 53 51.57824(N)    082 05 34.94095(W) AD(       ) 2
 CL1681  NGVD 29 (07/19/86)   80.47   (m)          264.0    (f) LEVELING    3  
 CL1681
 CL1681.Superseded values are not recommended for survey control.
 CL1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1681.See file dsdata.txt to determine how the superseded data were derived.
 CL1681
 CL1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9778740488(NAD 83)
 CL1681_MARKER: DB = BENCH MARK DISK
 CL1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1681
 CL1681  HISTORY     - Date     Condition        Report By
 CL1681  HISTORY     - 1980     MONUMENTED       USGS
 CL1681
 CL1681                          STATION DESCRIPTION
 CL1681
 CL1681'DESCRIBED BY US GEOLOGICAL SURVEY 1980 (MJH)
 CL1681'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) WEST OF PERKINS,
 CL1681'17.8 KM (11 MI) NORTHWEST OF MILLEN, AND 21.5 KM (13-1/4 MI)
 CL1681'SOUTHEAST OF VIDETTE ON STATE RIGHT OF WAY.
 CL1681'
 CL1681'TO REACH THE STATION FROM THE COUNTY COURTHOUSE AT THE JUNCTION OF
 CL1681'U.S. HIGHWAY 25 (STATE ROUTE 21 AND STATE ROUTE 24) AND STATE
 CL1681'ROUTE 56 (STATE ROUTE 24) IN WAYNESBORO, GO SOUTHEAST ALONG U.S.
 CL1681'HIGHWAY 25 (STATE ROUTE 21 AND STATE ROUTE 24) FOR 0.7 KM (0.45
 CL1681'MI) TO THE JUNCTION OF FOURTH STREET TO THE RIGHT.  TURN RIGHT
 CL1681'GOING SOUTHWEST ALONG FOURTH STREET (BECOMES HERNDON ROAD AFTER
 CL1681'THE CITY LIMITS) FOR 5.45 KM (3.4 MI) TO THE JUNCTION OF COUNTY
 CL1681'ROAD 348 (MOBLEY ROAD) TO THE LEFT, COUNTY ROAD 373 CONTINUING
 CL1681'STRAIGHT AHEAD, AND HERNDON ROAD (COUNTY ROAD 91320 AND COUNTY
 CL1681'ROAD 452) FORKING TO THE RIGHT.  CONTINUE GOING SOUTHWEST AND
 CL1681'THEN SOUTH ALONG HERNDON ROAD FOR 15.5 KM (9.65 MI) TO THE
 CL1681'JUNCTION OF JENKINS COUNTY ROAD 79 TO THE LEFT AND COUNTY ROAD 336
 CL1681'TO THE RIGHT.  CONTINUE GOING SOUTH ALONG HERNDON ROAD ( COUNTY
 CL1681'ROAD 91320 AND JENKINS COUNTY ROAD 191) FOR 2.4 KM (1.5 MI) TO THE
 CL1681'STATION ON THE LEFT.
 CL1681'
 CL1681'THE STATION IS A STANDARD USGS BENCH MARK DISK
 CL1681'STAMPED---264 3 DOP 1973---,
 CL1681'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 0.15 METERS ON
 CL1681'SIDE.  IT IS LOCATED 12.80 METERS (42.00 FT) HEADING EAST FROM THE
 CL1681'CENTERLINE OF THE ROAD, 3.35 METERS (11.00 FT) HEADING SOUTH FROM
 CL1681'THE CENTER OF A METAL GATE, 0.52 METER (1.7 FT ) HEADING NORTH
 CL1681'FROM A WITNESS POST, AND 0.3 METER (1.00 FT) HEADING NORTH FROM
 CL1681'A FENCELINE.
 CL1681'
 CL1681'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAPS BURKE
 CL1681'COUNTY GA.  1975.  REVISED NOVEMBER 1975, AND JENKINS COUNTY GA.
 CL1681'1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH8898 ***********************************************************************
 AH8898  DESIGNATION -  3 G 3 RESET
 AH8898  PID         -  AH8898
 AH8898  STATE/COUNTY-  GA/GLYNN
 AH8898  USGS QUAD   -  BRUNSWICK EAST (1993)
 AH8898
 AH8898                         *CURRENT SURVEY CONTROL
 AH8898  ___________________________________________________________________
 AH8898* NAD 83(1986)-  31 09 11.     (N)    081 28 46.     (W)     SCALED    
 AH8898* NAVD 88     -         1.60   (meters)       5.2    (feet)  RESET     
 AH8898  ___________________________________________________________________
 AH8898  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AH8898
 AH8898  VERT ORDER  -  THIRD
 AH8898
 AH8898.The horizontal coordinates were scaled from a topographic map and have
 AH8898.an estimated accuracy of +/- 6 seconds.
 AH8898
 AH8898.The orthometric height was computed from unverified reset data.
 AH8898
 AH8898.The geoid height was determined by GEOID03.
 AH8898
 AH8898;                    North         East    Units  Estimated Accuracy
 AH8898;SPC GA E     -   128,020.      265,520.      MT  (+/- 180 meters Scaled)
 AH8898
 AH8898                          SUPERSEDED SURVEY CONTROL
 AH8898
 AH8898.No superseded survey control is available for this station.
 AH8898
 AH8898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ543466(NAD 83)
 AH8898_MARKER: DV = VERTICAL CONTROL DISK
 AH8898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8898_STAMPING: 3 G 3 GAGS RESET 1997
 AH8898_MARK LOGO: NGS   
 AH8898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8898+STABILITY: SURFACE MOTION
 AH8898
 AH8898  HISTORY     - Date     Condition        Report By
 AH8898  HISTORY     - 1997     MONUMENTED       GADT
 AH8898  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 AH8898
 AH8898                          STATION DESCRIPTION
 AH8898
 AH8898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1997 (LS)
 AH8898'FROM THE JUNCTION OF US 25 (GLOUSTER AVENUE) AND US 17 IN BRUNSWICK,
 AH8898'GO SOUTH ON US 17 FOR 0.10 MILE (0.16 KM) TO THE STATION ON THE RIGHT
 AH8898'AND ACROSS A FENCE AROUND A SWIMMING POOL AND THE CITY RECREATION
 AH8898'BUILDING.  MARK IS 10.56 FEET (3.22 M) SOUTH OF EAST-WEST FENCELINE,
 AH8898'18.21 FEET (5.55 M) SOUTHWEST OF JUNCTION OF A 4 1/2 BY 3 1/2 CHAIN
 AH8898'LINK FENCE CORNER, 17.78 FEET (5.42 M) SOUTHWEST OF A CONCRETE RIGHT
 AH8898'OF WAY HIGHWAY MARKER, 17.22 FEET (5.25 M) WEST OF N-S 3 1/2 FOOT
 AH8898'CHAIN LINK FENCE, 93.41 FEET (28.47 M) NORTHWEST OF THE END POST ON A
 AH8898'3 1/2 FOOT CHAIN LINE FENCE, 60.813 METERS (199.517 FT) NORTH
 AH8898'NORTHWEST OF THE NORTHEAST END OF A PORCH AT THE CITY RECREATION
 AH8898'BUILDING, 55.426 METERS (181.843 FT) NORTH OF THE NORTHWEST END OF A
 AH8898'PORCH AGT THE CITY RECREATION BUILDING.
 AH8898
 AH8898                          STATION RECOVERY (2004)
 AH8898
 AH8898'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AH8898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0050 ***********************************************************************
 BR0050  DESIGNATION -  3 G 6
 BR0050  PID         -  BR0050
 BR0050  STATE/COUNTY-  GA/GLYNN
 BR0050  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0050
 BR0050                         *CURRENT SURVEY CONTROL
 BR0050  ___________________________________________________________________
 BR0050* NAD 83(1994)-  31 09 47.61938(N)    081 26 55.51901(W)     ADJUSTED  
 BR0050* NAVD 88     -         2.559  (meters)       8.40   (feet)  ADJUSTED  
 BR0050  ___________________________________________________________________
 BR0050  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BR0050  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 BR0050  DYNAMIC HT  -           2.556 (meters)       8.39  (feet)  COMP
 BR0050  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 BR0050
 BR0050  HORZ ORDER  -  THIRD
 BR0050  VERT ORDER  -  FIRST     CLASS II
 BR0050
 BR0050.The horizontal coordinates were established by classical geodetic methods
 BR0050.and adjusted by the National Geodetic Survey in September 1997..
 BR0050
 BR0050.The orthometric height was determined by differential leveling
 BR0050.and adjusted by the National Geodetic Survey in June 1991..
 BR0050
 BR0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0050
 BR0050.The geoid height was determined by GEOID03.
 BR0050
 BR0050.The dynamic height is computed by dividing the NAVD 88
 BR0050.geopotential number by the normal gravity value computed on the
 BR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0050.degrees latitude (g = 980.6199 gals.).
 BR0050
 BR0050.The modeled gravity was interpolated from observed gravity values.
 BR0050
 BR0050;                    North         East     Units Scale Factor Converg.
 BR0050;SPC GA E     -   129,167.106   268,440.526   MT  0.99995776   +0 22 17.5
 BR0050;SPC GA E     -   423,775.75    880,708.63   sFT  0.99995776   +0 22 17.5
 BR0050;UTM  17      - 3,447,778.552   457,232.043   MT  0.99962256   -0 13 56.0
 BR0050
 BR0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0050!SPC GA E     -   1.00000417  x   0.99995776  =   0.99996193
 BR0050!UTM  17      -   1.00000417  x   0.99962256  =   0.99962672
 BR0050
 BR0050:                Primary Azimuth Mark                     Grid Az
 BR0050:SPC GA E     -  ST SIMONS IS WATER TANK                  114 20 11.3
 BR0050:UTM  17      -  ST SIMONS IS WATER TANK                  114 56 24.8
 BR0050
 BR0050|---------------------------------------------------------------------|
 BR0050| PID    Reference Object                     Distance      Geod. Az  |
 BR0050|                                                           dddmmss.s |
 BR0050| BR1344 ST SIMONS IS WATER TANK             APPROX. 5.8 KM 1144228.8 |
 BR0050| BR1338 ST SIMONS SOUND W REAR DRG RNG      APPROX. 3.3 KM 1191031.5 |
 BR0050| BR1339 ST SIMONS SOUND E REAR DRG RNG      APPROX. 3.4 KM 1205029.7 |
 BR0050| BR1290 JEKYLL IS NORTH TANK                APPROX. 9.3 KM 1571725.9 |
 BR0050| BR1312 BRUNSWICK TV CABLE ANTENNA          APPROX. 4.3 KM 2261955.9 |
 BR0050| BR1327 BRUNSWICK SE WATER TANK             APPROX. 4.2 KM 2372505.3 |
 BR0050|---------------------------------------------------------------------|
 BR0050
 BR0050                          SUPERSEDED SURVEY CONTROL
 BR0050
 BR0050  NAD 83(1986)-  31 09 47.63046(N)    081 26 55.52202(W) AD(       ) 3
 BR0050  NAD 27      -  31 09 46.79480(N)    081 26 56.20500(W) AD(       ) 3
 BR0050  NGVD 29 (??/??/92)    2.85   (m)            9.4    (f) COMPUTED    1 2
 BR0050
 BR0050.Superseded values are not recommended for survey control.
 BR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0050.See file dsdata.txt to determine how the superseded data were derived.
 BR0050
 BR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5723247779(NAD 83)
 BR0050_MARKER: DD = SURVEY DISK
 BR0050_SETTING: 0 = UNSPECIFIED SETTING
 BR0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0050
 BR0050  HISTORY     - Date     Condition        Report By
 BR0050  HISTORY     - 1942     MONUMENTED       GAGS
 BR0050  HISTORY     - 1952     GOOD             CGS
 BR0050  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 BR0050
 BR0050                          STATION DESCRIPTION
 BR0050
 BR0050'DESCRIBED BY GEORGIA GEODETIC SURVEY 1942
 BR0050'ABOUT 2.5 MILES WEST ALONG ST. SIMON ISLAND CAUSEWAY FROM TOLL HOUSE
 BR0050'ON ST. SIMON ISLAND, 11.4 FEET SOUTH FROM SOUTH EDGE OF PAVEMENT,
 BR0050'98.0 FEET SOUTH FROM TELEPHONE POLE NO. 63, 18.7 FEET EAST FROM
 BR0050'16-INCH PALM TREE, 422.6 FEET WEST FROM BLACK RIVER BRIDGE VG 3G-5,
 BR0050'3G-7.
 BR0050
 BR0050                          STATION RECOVERY (1952)
 BR0050
 BR0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR0050'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 BR0050'
 BR0050'LOCATED ON ABANDONED SECTION OF CAUSEWAY APPROXIMATELY 300 FEET
 BR0050'SOUTHWEST OF WEST END OF TOLL BRIDGE CROSSING BACK RIVER ON THE
 BR0050'CAUSEWAY LEADING TO ST. SIMON ISLAND, 240 FEET WEST OF TOLL HOUSE
 BR0050'AT WEST END OF ABANDONED BRIDGE, 109 FEET WEST OF CLEANDER BUSH,
 BR0050'AND 11.4 FEET SOUTH OF SOUTH EDGE OF PAVEMENT.
 BR0050'
 BR0050'A GEORGIA SURVEY DISK, STAMPED 3G-6, SET IN CONCRETE, FLUSH WTIH
 BR0050'GROUND.
 BR0050
 BR0050                          STATION RECOVERY (2004)
 BR0050
 BR0050'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0054 ***********************************************************************
 BR0054  DESIGNATION -  3 G 8
 BR0054  PID         -  BR0054
 BR0054  STATE/COUNTY-  GA/GLYNN
 BR0054  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0054
 BR0054                         *CURRENT SURVEY CONTROL
 BR0054  ___________________________________________________________________
 BR0054* NAD 83(1986)-  31 10 17.     (N)    081 25 45.     (W)     SCALED    
 BR0054* NAVD 88     -         1.542  (meters)       5.06   (feet)  ADJUSTED  
 BR0054  ___________________________________________________________________
 BR0054  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 BR0054  DYNAMIC HT  -           1.540 (meters)       5.05  (feet)  COMP
 BR0054  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 BR0054
 BR0054  VERT ORDER  -  FIRST     CLASS II
 BR0054
 BR0054.The horizontal coordinates were scaled from a topographic map and have
 BR0054.an estimated accuracy of +/- 6 seconds.
 BR0054
 BR0054.The orthometric height was determined by differential leveling
 BR0054.and adjusted by the National Geodetic Survey in June 1991..
 BR0054.WARNING-Repeat measurements at this control monument indicate possible
 BR0054.vertical movement.
 BR0054
 BR0054.The geoid height was determined by GEOID03.
 BR0054
 BR0054.The dynamic height is computed by dividing the NAVD 88
 BR0054.geopotential number by the normal gravity value computed on the
 BR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0054.degrees latitude (g = 980.6199 gals.).
 BR0054
 BR0054.The modeled gravity was interpolated from observed gravity values.
 BR0054
 BR0054;                    North         East    Units  Estimated Accuracy
 BR0054;SPC GA E     -   130,080.      270,300.      MT  (+/- 180 meters Scaled)
 BR0054
 BR0054                          SUPERSEDED SURVEY CONTROL
 BR0054
 BR0054  NGVD 29 (??/??/92)    1.840  (m)            6.04   (f) ADJ UNCH    1 2
 BR0054
 BR0054.Superseded values are not recommended for survey control.
 BR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0054.See file dsdata.txt to determine how the superseded data were derived.
 BR0054
 BR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ591486(NAD 83)
 BR0054_MARKER: DD = SURVEY DISK
 BR0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0054_STAMPING: 3 G 8
 BR0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0054+STABILITY: SURFACE MOTION
 BR0054
 BR0054  HISTORY     - Date     Condition        Report By
 BR0054  HISTORY     - UNK      MONUMENTED       GAGS
 BR0054  HISTORY     - 1965     GOOD             NGS
 BR0054  HISTORY     - 1975     GOOD             NGS
 BR0054  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 BR0054
 BR0054                          STATION DESCRIPTION
 BR0054
 BR0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BR0054'4.2 MI ENE FROM BRUNSWICK.
 BR0054'RECOVERED IN GOOD CONDITION.  ABOUT 2.8 MILES E ALONG THE ST SIMONS
 BR0054'CAUSEWAY FROM ITS JUNCTION WITH NO. 17 U.S. HWY. ON THE E EDGE OF
 BR0054'CITY OF BRUNSWICK, ABOUT 225 YARDS WSW OF W END
 BR0054'OF CONCRETE BRIDGE OVER MACKAY RIVER, 159 FEET S OF THE S ONE OF THE
 BR0054'NO. 61 PAIR OF POWER POLES, 26 FEET W OF THE PROJECTED LINE OF SAME,
 BR0054'101-1/2 FEET
 BR0054'S OF CENTER LINE OF CAUSEWAY PAVEMENT, 22 FEET S OF CENTER LINE OF
 BR0054'THE OLD ABANDONED PAVEMENT, 0.6 FOOT LOWER THAN SAME, 2.2 FEET E
 BR0054'OF STEEL WITNESS POST, A STANDARD COAST SURVEY AND STATE SURVEY
 BR0054'DISK SET IN TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH
 BR0054'THE GROUND.
 BR0054
 BR0054                          STATION RECOVERY (1975)
 BR0054
 BR0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0054'RECOVERED IN GOOD CONDITION.
 BR0054
 BR0054                          STATION RECOVERY (2004)
 BR0054
 BR0054'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1083 ***********************************************************************
 DG1083  DESIGNATION -  3 JHP
 DG1083  PID         -  DG1083
 DG1083  STATE/COUNTY-  GA/DOUGLAS
 DG1083  USGS QUAD   -  WINSTON (1982)
 DG1083
 DG1083                         *CURRENT SURVEY CONTROL
 DG1083  ___________________________________________________________________
 DG1083* NAD 83(1986)-  33 44 46.     (N)    084 45 37.     (W)     SCALED    
 DG1083* NAVD 88     -       365.133  (meters)    1197.94   (feet)  ADJUSTED  
 DG1083  ___________________________________________________________________
 DG1083  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DG1083  DYNAMIC HT  -         364.721 (meters)    1196.59  (feet)  COMP
 DG1083  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 DG1083
 DG1083  VERT ORDER  -  SECOND    CLASS 0
 DG1083
 DG1083.The horizontal coordinates were scaled from a topographic map and have
 DG1083.an estimated accuracy of +/- 6 seconds.
 DG1083
 DG1083.The orthometric height was determined by differential leveling
 DG1083.and adjusted by the National Geodetic Survey in June 1991..
 DG1083
 DG1083.The geoid height was determined by GEOID03.
 DG1083
 DG1083.The dynamic height is computed by dividing the NAVD 88
 DG1083.geopotential number by the normal gravity value computed on the
 DG1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1083.degrees latitude (g = 980.6199 gals.).
 DG1083
 DG1083.The modeled gravity was interpolated from observed gravity values.
 DG1083
 DG1083;                    North         East    Units  Estimated Accuracy
 DG1083;SPC GA W     -   415,500.      645,000.      MT  (+/- 180 meters Scaled)
 DG1083
 DG1083                          SUPERSEDED SURVEY CONTROL
 DG1083
 DG1083  NGVD 29 (??/??/92)  365.06   (m)         1197.7    (f) COMPUTED    2 0
 DG1083
 DG1083.Superseded values are not recommended for survey control.
 DG1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1083.See file dsdata.txt to determine how the superseded data were derived.
 DG1083
 DG1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC074362(NAD 83)
 DG1083_MARKER: DD = SURVEY DISK
 DG1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1083_STAMPING: 1198 3 JHP 1953
 DG1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1083+STABILITY: SURFACE MOTION
 DG1083
 DG1083  HISTORY     - Date     Condition        Report By
 DG1083  HISTORY     - 1953     MONUMENTED       USGS
 DG1083  HISTORY     - 1959     GOOD             NGS
 DG1083  HISTORY     - 20050927 MARK NOT FOUND   GADT
 DG1083
 DG1083                          STATION DESCRIPTION
 DG1083
 DG1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG1083'0.8 MI SW FROM DOUGLASVILLE.
 DG1083'0.85 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DG1083'AT DOUGLASVILLE, 0.25 MILE NORTHEAST OF MILE POST 660, ALONG
 DG1083'U.S. HIGHWAY 78, ABOUT 45 YARDS FROM THE JUNCTION OF HIGHWAY
 DG1083'78 AND A DRIVE SOUTHEAST TO THE J. COWAN WHITLEY FUNERAL HOME,
 DG1083'ABOUT 52 YARDS NORTHEAST OF JUNCTION OF HIGHWAY AND A BLACK TOP
 DG1083'ROAD LEADING SOUTH, AT THE JUNCTION OF A NARROW DIRT ROAD LEADING
 DG1083'SOUTHEAST, 34 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 94 1/2
 DG1083'FEET SOUTHEAST AND ACROSS HIGHWAY FROM SOUTHEAST RAIL, 27 FEET
 DG1083'NORTHEAST OF CENTER LINE OF DIRT ROAD, ABOUT LEVEL WITH HIGHWAY
 DG1083'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DG1083
 DG1083                          STATION RECOVERY (2005)
 DG1083
 DG1083'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0506 ***********************************************************************
 ED0506  DESIGNATION -  30
 ED0506  PID         -  ED0506
 ED0506  STATE/COUNTY-  GA/RABUN
 ED0506  USGS QUAD   -  TIGER (1972)
 ED0506
 ED0506                         *CURRENT SURVEY CONTROL
 ED0506  ___________________________________________________________________
 ED0506* NAD 83(1986)-  34 52 22.     (N)    083 27 33.     (W)     SCALED    
 ED0506* NAVD 88     -       621.132  (meters)    2037.83   (feet)  ADJUSTED  
 ED0506  ___________________________________________________________________
 ED0506  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 ED0506  DYNAMIC HT  -         620.460 (meters)    2035.63  (feet)  COMP
 ED0506  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 ED0506
 ED0506  VERT ORDER  -  SECOND    CLASS 0
 ED0506
 ED0506.The horizontal coordinates were scaled from a topographic map and have
 ED0506.an estimated accuracy of +/- 6 seconds.
 ED0506
 ED0506.The orthometric height was determined by differential leveling
 ED0506.and adjusted by the National Geodetic Survey in June 1991..
 ED0506
 ED0506.The geoid height was determined by GEOID03.
 ED0506
 ED0506.The dynamic height is computed by dividing the NAVD 88
 ED0506.geopotential number by the normal gravity value computed on the
 ED0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0506.degrees latitude (g = 980.6199 gals.).
 ED0506
 ED0506.The modeled gravity was interpolated from observed gravity values.
 ED0506
 ED0506;                    North         East    Units  Estimated Accuracy
 ED0506;SPC GA W     -   540,540.      764,680.      MT  (+/- 180 meters Scaled)
 ED0506
 ED0506                          SUPERSEDED SURVEY CONTROL
 ED0506
 ED0506  NGVD 29 (??/??/92)  621.133  (m)         2037.83   (f) ADJ UNCH    2 0
 ED0506
 ED0506.Superseded values are not recommended for survey control.
 ED0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0506.See file dsdata.txt to determine how the superseded data were derived.
 ED0506
 ED0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU752616(NAD 83)
 ED0506_MARKER: Q = CHISELED SQUARE
 ED0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0506_SP_SET: CULVERT
 ED0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0506
 ED0506  HISTORY     - Date     Condition        Report By
 ED0506  HISTORY     - UNK      MONUMENTED       GAHD
 ED0506  HISTORY     - 1956     GOOD             NGS
 ED0506
 ED0506                          STATION DESCRIPTION
 ED0506
 ED0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0506'3.7 MI W FROM CLAYTON.
 ED0506'ABOUT 3.5 MILES W ALONG NO. 76 U.S. HIGHWAY FROM THE MAIN CORNER
 ED0506'IN CLAYTON, RABUN COUNTY, TO THE NE END OF A DEEP FILL AND TAKE
 ED0506'RIGHT FORK ONTO AN EARTH ROAD, THENCE W 0.2 MILE TO THE MARK
 ED0506'ON THE RIGHT, AN ESTIMATED 100 YARDS SE OF A LARGE VARI-COLORED
 ED0506'STONE HOUSE, 13 FEET NE OF THE CENTER OF THE ROAD, AT THE MOST
 ED0506'EASTERLY CORNER OF A 5-BY 9-FOOT CONCRETE BOX CULVERT.  THE MARK
 ED0506'IS A CHISELED 1-INCH SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2274 ***********************************************************************
 BT2274  DESIGNATION -  30 NDS
 BT2274  PID         -  BT2274
 BT2274  STATE/COUNTY-  GA/DOUGHERTY
 BT2274  USGS QUAD   -  ALBANY WEST (1988)
 BT2274
 BT2274                         *CURRENT SURVEY CONTROL
 BT2274  ___________________________________________________________________
 BT2274* NAD 83(1994)-  31 32 13.75161(N)    084 13 20.09464(W)     ADJUSTED  
 BT2274* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 BT2274  ___________________________________________________________________
 BT2274  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BT2274  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT2274
 BT2274  HORZ ORDER  -  SECOND
 BT2274
 BT2274.The horizontal coordinates were established by classical geodetic methods
 BT2274.and adjusted by the National Geodetic Survey in September 1997..
 BT2274.No horizontal observational check was made to the station.
 BT2274
 BT2274.The orthometric height was scaled from a topographic map.
 BT2274
 BT2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2274
 BT2274.The geoid height was determined by GEOID03.
 BT2274
 BT2274;                    North         East     Units Scale Factor Converg.
 BT2274;SPC GA W     -   170,401.601   694,722.212   MT  0.99990034   -0 01 44.7
 BT2274;SPC GA W     -   559,059.25  2,279,267.79   sFT  0.99990034   -0 01 44.7
 BT2274;UTM  16      - 3,492,479.947   763,730.049   MT  1.00045795   +1 27 13.5
 BT2274
 BT2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2274!SPC GA W     -   0.99999542  x   0.99990034  =   0.99989576
 BT2274!UTM  16      -   0.99999542  x   1.00045795  =   1.00045336
 BT2274
 BT2274                          SUPERSEDED SURVEY CONTROL
 BT2274
 BT2274  NAD 83(1986)-  31 32 13.75782(N)    084 13 20.10072(W) AD(       ) 2
 BT2274
 BT2274.Superseded values are not recommended for survey control.
 BT2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2274.See file dsdata.txt to determine how the superseded data were derived.
 BT2274
 BT2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6373092480(NAD 83)
 BT2274_MARKER: A = ALUMINUM MARKER
 BT2274_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2274_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2274_STAMPING: 30 NDS 1987
 BT2274_MARK LOGO: GA-095
 BT2274_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2274+STABILITY: POSITION/ELEVATION WELL
 BT2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2274+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2274
 BT2274  HISTORY     - Date     Condition        Report By
 BT2274  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2274
 BT2274                          STATION DESCRIPTION
 BT2274
 BT2274'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2274'MARK LOCATED IN DOUGHERTY COUNTY ABOUT 2 MI (3.22 KM) SOUTHWEST OF
 BT2274'ALBANY JUST WEST OF AIRPORT. MARK IS AZIMUTH MARK FOR GPS STATION---G
 BT2274'29 NDS 1987.
 BT2274'TO REACH THE MARK FROM THE JUNCTION OF OLD PRETORIA ROAD AND WESTOVER
 BT2274'ROAD, GO NORTWEST ON WESTOVER FOR 0.41 MI (0.66 KM) TO THE MARK ON
 BT2274'THE SOUTHWEST SIDE OF THE ROAD.
 BT2274'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2274'SURVEY, STAMPED 30 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2274'TO A REFUSAL DEPTH OF 31.0 FT (9.45 M) . THE MARK IS PROTECTED BY A
 BT2274'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2274'COVER IS FLUSH WITH THE SURFACE OF THE GROUND, AND IS ABOUT 1.33 FT
 BT2274'(0.41 M)  BELOW THE CENTERLINE OF OLD PRETORIA ROAD. THE MARK IS
 BT2274'ABOUT 1.0 FT (0.30 M) BELOW THE TOP OF THE COVER.
 BT2274'THE MARK IS LOCATED 7.3 FT (2.23 M) NORTHEAST OF A FENCE, 106.45 FT
 BT2274'(32.45 M) SOUTHWEST OF THE CENTERLINE OF THE EXISTING PAVING OF
 BT2274'WESTOVER ROAD, AND 2204.10 FT (671.81 M) NORTHWEST OF THE GPS STATION
 BT2274'29 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3020 ***********************************************************************
 AB3020  DESIGNATION -  300
 AB3020  PID         -  AB3020
 AB3020  STATE/COUNTY-  GA/LOWNDES
 AB3020  USGS QUAD   -  VALDOSTA (1988)
 AB3020
 AB3020                         *CURRENT SURVEY CONTROL
 AB3020  ___________________________________________________________________
 AB3020* NAD 83(1986)-  30 50 08.     (N)    083 19 12.     (W)     SCALED    
 AB3020* NAVD 88     -        57.716  (meters)     189.36   (feet)  ADJUSTED  
 AB3020  ___________________________________________________________________
 AB3020  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AB3020  DYNAMIC HT  -          57.642 (meters)     189.11  (feet)  COMP
 AB3020  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 AB3020
 AB3020  VERT ORDER  -  FIRST     CLASS II
 AB3020
 AB3020.The horizontal coordinates were scaled from a topographic map and have
 AB3020.an estimated accuracy of +/- 6 seconds.
 AB3020
 AB3020.The orthometric height was determined by differential leveling
 AB3020.and adjusted by the National Geodetic Survey in April 1998..
 AB3020
 AB3020.The geoid height was determined by GEOID03.
 AB3020
 AB3020.The dynamic height is computed by dividing the NAVD 88
 AB3020.geopotential number by the normal gravity value computed on the
 AB3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3020.degrees latitude (g = 980.6199 gals.).
 AB3020
 AB3020.The modeled gravity was interpolated from observed gravity values.
 AB3020
 AB3020;                    North         East    Units  Estimated Accuracy
 AB3020;SPC GA W     -    92,930.      780,990.      MT  (+/- 180 meters Scaled)
 AB3020
 AB3020                          SUPERSEDED SURVEY CONTROL
 AB3020
 AB3020.No superseded survey control is available for this station.
 AB3020
 AB3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ781136(NAD 83)
 AB3020_MARKER: DD = SURVEY DISK
 AB3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3020_STAMPING: 300
 AB3020_MARK LOGO: NONE  
 AB3020_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3020+STABILITY: SURFACE MOTION
 AB3020
 AB3020  HISTORY     - Date     Condition        Report By
 AB3020  HISTORY     - UNK      MONUMENTED       RBNF
 AB3020  HISTORY     - 19920612 GOOD             NGS
 AB3020
 AB3020                          STATION DESCRIPTION
 AB3020
 AB3020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3020'1.0 MILE (1.6 KM) SE ALONG STATE HWY 94 FROM INTERSTATE 75 TO THE MARK
 AB3020'ON THE LEFT AT SE OR E CORNER OF INTERSECTION WITH HICKORY ST (T-ROAD
 AB3020'NE), OPPOSITE WALMART SHOPPING CENTER, A 6 INCH CONCRETE MONUMENT WITH
 AB3020'2 INCH DIAMETER ALUMINUM DISK STAMPED 300, 40 FT (12.2 M) NE OF
 AB3020'CENTERLINE 5-LANE SR 94, 38 FT (11.6 M) SE CENTERLINE HICKORY ST, 5.3
 AB3020'FT (1.6 M) W OF R/W MON DIRECT, OFFSET 3.5 FT (1.1 M) SW TOWARD SR 94
 AB3020'AND 4.5 FT (1.4 M) NW ALONG SR 94 FROM R/W MON, 6.3 FT (1.9 M) NE OF
 AB3020'BACK OF CURB ALONG SR 94, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1981 ***********************************************************************
 CL1981  DESIGNATION -  301L 30E
 CL1981  PID         -  CL1981
 CL1981  STATE/COUNTY-  GA/CANDLER
 CL1981  USGS QUAD   -  METTER (1985)
 CL1981
 CL1981                         *CURRENT SURVEY CONTROL
 CL1981  ___________________________________________________________________
 CL1981* NAD 83(1994)-  32 28 41.25173(N)    082 02 37.66247(W)     ADJUSTED  
 CL1981* NAVD 88     -        84.7    (meters)     278.     (feet)  VERTCON   
 CL1981  ___________________________________________________________________
 CL1981  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CL1981  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1981
 CL1981  HORZ ORDER  -  SECOND
 CL1981  VERT ORDER  -  THIRD ? (See Below)
 CL1981
 CL1981.The horizontal coordinates were established by classical geodetic methods
 CL1981.and adjusted by the National Geodetic Survey in September 1997..
 CL1981
 CL1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1981.The vertical order pertains to the NGVD 29 superseded value.
 CL1981
 CL1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1981
 CL1981.The geoid height was determined by GEOID03.
 CL1981
 CL1981;                    North         East     Units Scale Factor Converg.
 CL1981;SPC GA E     -   274,738.025   211,548.712   MT  0.99990164   +0 03 57.5
 CL1981;SPC GA E     -   901,369.67    694,056.07   sFT  0.99990164   +0 03 57.5
 CL1981;UTM  17      - 3,593,914.062   401,920.710   MT  0.99971862   -0 33 37.9
 CL1981
 CL1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1981!SPC GA E     -   0.99999135  x   0.99990164  =   0.99989299
 CL1981!UTM  17      -   0.99999135  x   0.99971862  =   0.99970997
 CL1981
 CL1981                          SUPERSEDED SURVEY CONTROL
 CL1981
 CL1981  NAD 83(1986)-  32 28 41.25361(N)    082 02 37.65979(W) AD(       ) 2
 CL1981  NAD 27      -  32 28 40.65997(N)    082 02 38.22538(W) AD(       ) 2
 CL1981  NGVD 29 (07/19/86)   84.9    (m)          279.     (f) LEVELING    3  
 CL1981
 CL1981.Superseded values are not recommended for survey control.
 CL1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1981.See file dsdata.txt to determine how the superseded data were derived.
 CL1981
 CL1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0192193914(NAD 83)
 CL1981_MARKER: DB = BENCH MARK DISK
 CL1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1981
 CL1981  HISTORY     - Date     Condition        Report By
 CL1981  HISTORY     - 1980     MONUMENTED       GADT
 CL1981
 CL1981                          STATION DESCRIPTION
 CL1981
 CL1981'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CL1981'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTH OF METTER, 12.9
 CL1981'KM (8 MI) NORTHWEST OF PULASKI, AND 15.8 KM (9.8 MI) SOUTHEAST
 CL1981'OF TWIN CITY ON THE PROPERTY OF MR. DURDEN.
 CL1981'
 CL1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CL1981'(STATE ROUTE 26) AND STATE ROUTE 121 APPROXIMATELY 12.1 KM (7.5 MI)
 CL1981'EAST-SOUTHEAST OF TWIN CITY, GO SOUTH ALONG STATE ROUTE 121 FOR
 CL1981'4.5 KM (2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 108 CROSSING.
 CL1981'CONTINUE GOING SOUTH ALONG STATE ROUTE 121 FOR 4.0 KM (2.5 MI)
 CL1981'TO THE JUNCTION OF PAVED COUNTY ROAD 91853 CROSSING.  TURN
 CL1981'LEFT GOING EAST ALONG COUNTY ROAD 91853 FOR 0.2 KM (0.1 MI) TO THE
 CL1981'JUNCTION OF PAVED COUNTY ROAD 88 ON THE RIGHT.  CONTINUE GOING
 CL1981'EAST ALONG COUNTY ROAD 91853 FOR 1.0 KM (0.6 MI) TO THE
 CL1981'JUNCTION OF COUNTY ROAD 93 ON THE LEFT, AND THE DURDEN RESIDENCE
 CL1981'AND THE STATION ON THE RIGHT.
 CL1981'
 CL1981'THE STATION IS A STANDARD USGS ALUMINUM BENCH MARK DISK
 CL1981'STAMPED---301L 30E 1969---,
 CL1981'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CL1981'FLUSH WITH GROUND.  IT IS LOCATED
 CL1981'57.9 METERS (190.0 FT) SOUTHEAST FROM A 26-INCH PECAN TREE,
 CL1981'38.7 METERS (127.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEASTERN END
 CL1981'OF AN 18-INCH CONCRETE CULVERT UNDER THE DRIVEWAY TO THE DURDEN
 CL1981'RESIDENCE,
 CL1981'23.9 METERS (78.5 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 CL1981'ROAD 91853,
 CL1981'17.2 METERS (56.3 FT) WEST-SOUTHWEST FROM THE SOUTHWEST END OF A
 CL1981'24-INCH CONCRETE CROSSDRAIN CULVERT UNDER THE ROAD, AND
 CL1981'0.3 METER (1.0 FT) NORTHEAST FROM A WITNESS POST.
 CL1981'
 CL1981'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CANDLER
 CL1981'COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2103 ***********************************************************************
 CL2103  DESIGNATION -  302JJ
 CL2103  PID         -  CL2103
 CL2103  STATE/COUNTY-  GA/TREUTLEN
 CL2103  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2103
 CL2103                         *CURRENT SURVEY CONTROL
 CL2103  ___________________________________________________________________
 CL2103* NAD 83(1994)-  32 20 35.36945(N)    082 34 19.25312(W)     ADJUSTED  
 CL2103* NAVD 88     -        92.4    (meters)     303.     (feet)  VERTCON   
 CL2103  ___________________________________________________________________
 CL2103  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL2103  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CL2103
 CL2103  HORZ ORDER  -  SECOND
 CL2103  VERT ORDER  -  THIRD ? (See Below)
 CL2103
 CL2103.The horizontal coordinates were established by classical geodetic methods
 CL2103.and adjusted by the National Geodetic Survey in September 1997..
 CL2103
 CL2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2103.The vertical order pertains to the NGVD 29 superseded value.
 CL2103
 CL2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2103
 CL2103.The geoid height was determined by GEOID03.
 CL2103
 CL2103;                    North         East     Units Scale Factor Converg.
 CL2103;SPC GA E     -   259,838.013   161,844.407   MT  0.99991795   -0 13 00.7
 CL2103;SPC GA E     -   852,485.21    530,984.53   sFT  0.99991795   -0 13 00.7
 CL2103;UTM  17      - 3,579,559.130   352,062.492   MT  0.99986989   -0 50 28.2
 CL2103
 CL2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2103!SPC GA E     -   0.99998999  x   0.99991795  =   0.99990794
 CL2103!UTM  17      -   0.99998999  x   0.99986989  =   0.99985988
 CL2103
 CL2103                          SUPERSEDED SURVEY CONTROL
 CL2103
 CL2103  NAD 83(1986)-  32 20 35.37218(N)    082 34 19.24966(W) AD(       ) 2
 CL2103  NAD 27      -  32 20 34.75745(N)    082 34 19.76721(W) AD(       ) 2
 CL2103  NGVD 29 (07/19/86)   92.6    (m)          304.     (f) LEVELING    3  
 CL2103
 CL2103.Superseded values are not recommended for survey control.
 CL2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2103.See file dsdata.txt to determine how the superseded data were derived.
 CL2103
 CL2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5206279559(NAD 83)
 CL2103_MARKER: DB = BENCH MARK DISK
 CL2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2103
 CL2103  HISTORY     - Date     Condition        Report By
 CL2103  HISTORY     - 1979     MONUMENTED       USGS
 CL2103
 CL2103                          STATION DESCRIPTION
 CL2103
 CL2103'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (GEL)
 CL2103'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST
 CL2103'OF SOPERTON, 1-1/2 MILES NORTH-NORTHWEST OF TERRYTOWN
 CL2103'AND IS ON PROPERTY OWNED BY MRS. WALT WARNOCK, BOX 905
 CL2103'TERRYTOWN, GEORGIA 3407, PHONE NUMBER 529-4557.
 CL2103'
 CL2103'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 CL2103'STATE HIGHWAYS 15,29 AND 56 IN SOPERTON, GO SOUTH ON STATE HIGHWAY
 CL2103'15 AND 29 FOR 2.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CL2103'
 CL2103'THE STATION IS STANDARD USGS BENCH MARK DISK STAMPED---30 E 1970
 CL2103'BM 302 JJ---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CL2103'ABOUT 30 CM IN DIAMETER AND PROJECTING 2 CM ABOVE THE GROUND.
 CL2103'IT LOCATED 64 FEET NORTHEAST FROM THE NORTHEAST CORNER OF A FRAME
 CL2103'HOUSE,
 CL2103'54 FEET WEST FROM THE CENTER OF THE HIGHWAY,
 CL2103'2.0 FEET SOUTH FROM A FENCE CORNER POST AND
 CL2103'1.0 FEET EAST-NORTHEAST FROM A METAL WITNESS POST.
 CL2103'
 CL2103'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL2103'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL2103'
 CL2103'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 CL2103'
 CL2103'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WARNOCK
 CL2103'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2908 ***********************************************************************
 CL2908  DESIGNATION -  304 F RESET
 CL2908  PID         -  CL2908
 CL2908  STATE/COUNTY-  GA/TATTNALL
 CL2908  USGS QUAD   -  METTER SE (1985)
 CL2908
 CL2908                         *CURRENT SURVEY CONTROL
 CL2908  ___________________________________________________________________
 CL2908* NAD 83(1994)-  32 17 07.69328(N)    082 04 06.12058(W)     ADJUSTED  
 CL2908* NAVD 88     -        73.41   (+/-2cm)     240.8    (feet)  VERTCON   
 CL2908  ___________________________________________________________________
 CL2908  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CL2908  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CL2908
 CL2908  HORZ ORDER  -  SECOND
 CL2908  VERT ORDER  -  THIRD (See Below)
 CL2908
 CL2908.The horizontal coordinates were established by classical geodetic methods
 CL2908.and adjusted by the National Geodetic Survey in September 1997..
 CL2908.No horizontal observational check was made to the station.
 CL2908
 CL2908.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2908.The vertical order pertains to the NGVD 29 superseded value.
 CL2908
 CL2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2908
 CL2908.The geoid height was determined by GEOID03.
 CL2908
 CL2908;                    North         East     Units Scale Factor Converg.
 CL2908;SPC GA E     -   253,373.550   209,258.842   MT  0.99990106   +0 03 09.0
 CL2908;SPC GA E     -   831,276.39    686,543.38   sFT  0.99990106   +0 03 09.0
 CL2908;UTM  17      - 3,572,579.664   399,398.434   MT  0.99972480   -0 34 14.5
 CL2908
 CL2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2908!SPC GA E     -   0.99999310  x   0.99990106  =   0.99989416
 CL2908!UTM  17      -   0.99999310  x   0.99972480  =   0.99971790
 CL2908
 CL2908                          SUPERSEDED SURVEY CONTROL
 CL2908
 CL2908  NAD 83(1986)-  32 17 07.69379(N)    082 04 06.11569(W) AD(       ) 2
 CL2908  NGVD 29 (06/19/89)   73.61   (m)          241.5    (f) LEVELING    3  
 CL2908
 CL2908.Superseded values are not recommended for survey control.
 CL2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2908.See file dsdata.txt to determine how the superseded data were derived.
 CL2908
 CL2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9939872580(NAD 83)
 CL2908_MARKER: DB = BENCH MARK DISK
 CL2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2908_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2908+STABILITY: SURFACE MOTION
 CL2908
 CL2908  HISTORY     - Date     Condition        Report By
 CL2908  HISTORY     - 1985     MONUMENTED       USGS
 CL2908
 CL2908                          STATION DESCRIPTION
 CL2908
 CL2908'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2908'THE STATION IS LOCATED ABOUT 0.19 KM (0.12 MI)
 CL2908'SOUTH OF THE CANDLER COUNTY LINE AND
 CL2908'6.4 KM (4.0 MI) EAST OF COBBTOWN.
 CL2908'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2908'
 CL2908'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2908'AND 152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN, GO EAST ON THE
 CL2908'COUNTY ROAD FOR 0.8 KM (0.5 MI) TO WHERE THE COUNTY ROADS VEERS
 CL2908'RIGHT.  BEAR RIGHT FOR 4.7 KM (2.9 MI) TO A PECAN ORCHARD.  CONTINUE
 CL2908'AHEAD FOR 1.8 KM (1.1 MI) TO COUNTY PAVED ROAD 67 CROSSING AND THE
 CL2908'STATION IN THE NORTHEAST QUADRANT.
 CL2908'
 CL2908'THE STATION IS A STANDARD USGS DISK
 CL2908'STAMPED---304F 30E 1969 RESET 1973---,
 CL2908'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2908'25 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 CL2908'16.9 METERS (55.5 FT) NORTH FROM THE CENTER OF ROAD 471,
 CL2908'8.6 METERS (28.2 FT) WEST FROM THE CHIMNEY OF A TOBACCO BARN,
 CL2908'7.4 METERS (24.2 FT) EAST FROM A POWER POLE AND,
 CL2908'0.43 METERS (1.4 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2908'
 CL2908'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2908'
 CL2908'DESCRIBED BY B PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2909 ***********************************************************************
 CL2909  DESIGNATION -  304 L
 CL2909  PID         -  CL2909
 CL2909  STATE/COUNTY-  GA/EVANS
 CL2909  USGS QUAD   -  METTER SE (1985)
 CL2909
 CL2909                         *CURRENT SURVEY CONTROL
 CL2909  ___________________________________________________________________
 CL2909* NAD 83(1994)-  32 15 44.06028(N)    082 00 58.09574(W)     ADJUSTED  
 CL2909* NAVD 88     -        48.49   (+/-2cm)     159.1    (feet)  VERTCON   
 CL2909  ___________________________________________________________________
 CL2909  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL2909  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL2909
 CL2909  HORZ ORDER  -  SECOND
 CL2909  VERT ORDER  -  THIRD (See Below)
 CL2909
 CL2909.The horizontal coordinates were established by classical geodetic methods
 CL2909.and adjusted by the National Geodetic Survey in September 1997..
 CL2909
 CL2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2909.The vertical order pertains to the NGVD 29 superseded value.
 CL2909
 CL2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2909
 CL2909.The geoid height was determined by GEOID03.
 CL2909
 CL2909;                    North         East     Units Scale Factor Converg.
 CL2909;SPC GA E     -   250,803.344   214,181.910   MT  0.99990248   +0 04 49.3
 CL2909;SPC GA E     -   822,843.97    702,695.15   sFT  0.99990248   +0 04 49.3
 CL2909;UTM  17      - 3,569,956.559   404,292.369   MT  0.99971296   -0 32 32.8
 CL2909
 CL2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2909!SPC GA E     -   0.99999702  x   0.99990248  =   0.99989951
 CL2909!UTM  17      -   0.99999702  x   0.99971296  =   0.99970999
 CL2909
 CL2909                          SUPERSEDED SURVEY CONTROL
 CL2909
 CL2909  NAD 83(1986)-  32 15 44.06220(N)    082 00 58.09309(W) AD(       ) 2
 CL2909  NGVD 29 (06/19/89)   48.70   (m)          159.8    (f) LEVELING    3  
 CL2909
 CL2909.Superseded values are not recommended for survey control.
 CL2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2909.See file dsdata.txt to determine how the superseded data were derived.
 CL2909
 CL2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0429269957(NAD 83)
 CL2909_MARKER: DB = BENCH MARK DISK
 CL2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2909_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2909+STABILITY: SURFACE MOTION
 CL2909
 CL2909  HISTORY     - Date     Condition        Report By
 CL2909  HISTORY     - 1985     MONUMENTED       USGS
 CL2909
 CL2909                          STATION DESCRIPTION
 CL2909
 CL2909'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2909'THE STATION IS LOCATED ABOUT 0.9 KM (0.55 MI)
 CL2909'SOUTH-SOUTHEAST OF THE TATTNALL COUNTY LINE,
 CL2909'10.9 KM (6.8 MI) NORTH OF MANASSAS AND,
 CL2909'12.1 KM (7.5 MI) SOUTH-SOUTHEAST OF COBBTOWN.
 CL2909'OWNERSHIP--STATE RIGHT OF WAY.
 CL2909'
 CL2909'TO REACH THE STATION FROM THE POST OFFICE IN MANASSAS, AT THE
 CL2909'JUNCTION OF STATE HIGHWAY 292 AND COUNTY PAVED ROAD 472 HEADED
 CL2909'NORTH, GO NORTH ON THE COUNTY ROAD FOR 4.2 KM (2.6 MI) TO THE
 CL2909'CROSSING OF COUNTY PAVED ROAD 36.  CONTINUE AHEAD FOR 4.2 KM
 CL2909'(2.6 MI) TO A BACK Y INTERSECTION WITH EVANS COUNTY PAVED ROAD 198.
 CL2909'CONTINUE AHEAD FOR 1.1 KM (0.7 MI) TO THE CROSSING OF STATE ROUTE
 CL2909'129.  TURN LEFT NORTHWEST FOR 3.2 KM (2.0 MI) TO COUNTY PAVED ROAD
 CL2909'189 ON THE LEFT AND THE STATION ON THE RIGHT
 CL2909'
 CL2909'THE STATION IS A STANDARD USGS DISK
 CL2909'STAMPED---30E 1969 304L---,
 CL2909'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2909'10 CM IN DIAMETER PROJECTING 3 CM ABOVE A 20 CM MONUMENT WHICH IS
 CL2909'A PILL BOX LOOKING AFFAIR, LOCATED
 CL2909'26.2 METERS (86.0 FT) NORTH-NORTHWEST FROM A FENCE CORNER,
 CL2909'19.7 METERS (64.6 FT) EAST-NORTHEAST FROM THE POINT OF INTERSECTION
 CL2909'OF 129 WITH COUNTY PAVED ROAD 201,
 CL2909'15.9 METERS (52.3 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND,
 CL2909'0.6 METERS (2.0 FT) SOUTHWEST FROM A WITNESS POST.
 CL2909'
 CL2909'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2909'
 CL2909'DESCRIBED BY B PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2910 ***********************************************************************
 CL2910  DESIGNATION -  304 Y
 CL2910  PID         -  CL2910
 CL2910  STATE/COUNTY-  GA/TATTNALL
 CL2910  USGS QUAD   -  COLLINS (1970)
 CL2910
 CL2910                         *CURRENT SURVEY CONTROL
 CL2910  ___________________________________________________________________
 CL2910* NAD 83(1994)-  32 09 43.36195(N)    082 01 40.07173(W)     ADJUSTED  
 CL2910* NAVD 88     -        64.12   (+/-2cm)     210.4    (feet)  VERTCON   
 CL2910  ___________________________________________________________________
 CL2910  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CL2910  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CL2910
 CL2910  HORZ ORDER  -  SECOND
 CL2910  VERT ORDER  -  THIRD (See Below)
 CL2910
 CL2910.The horizontal coordinates were established by classical geodetic methods
 CL2910.and adjusted by the National Geodetic Survey in September 1997..
 CL2910.No horizontal observational check was made to the station.
 CL2910
 CL2910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2910.The vertical order pertains to the NGVD 29 superseded value.
 CL2910
 CL2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2910
 CL2910.The geoid height was determined by GEOID03.
 CL2910
 CL2910;                    North         East     Units Scale Factor Converg.
 CL2910;SPC GA E     -   239,692.396   213,097.729   MT  0.99990211   +0 04 26.1
 CL2910;SPC GA E     -   786,390.80    699,138.13   sFT  0.99990211   +0 04 26.1
 CL2910;UTM  17      - 3,558,860.121   403,087.873   MT  0.99971582   -0 32 49.8
 CL2910
 CL2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2910!SPC GA E     -   0.99999456  x   0.99990211  =   0.99989667
 CL2910!UTM  17      -   0.99999456  x   0.99971582  =   0.99971038
 CL2910
 CL2910                          SUPERSEDED SURVEY CONTROL
 CL2910
 CL2910  NAD 83(1986)-  32 09 43.36655(N)    082 01 40.07228(W) AD(       ) 2
 CL2910  NGVD 29 (06/19/89)   64.34   (m)          211.1    (f) LEVELING    3  
 CL2910
 CL2910.Superseded values are not recommended for survey control.
 CL2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2910.See file dsdata.txt to determine how the superseded data were derived.
 CL2910
 CL2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0308858860(NAD 83)
 CL2910_MARKER: DH = HORIZONTAL CONTROL DISK
 CL2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2910_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2910+STABILITY: SURFACE MOTION
 CL2910
 CL2910  HISTORY     - Date     Condition        Report By
 CL2910  HISTORY     - 1985     MONUMENTED       USGS
 CL2910
 CL2910                          STATION DESCRIPTION
 CL2910
 CL2910'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2910'THE STATION IS LOCATED AT THE WEST EDGE OF THE TOWN OF MANASSAS
 CL2910'ABOUT 0.6 KM (0.4 MI) WEST OF THE POST OFFICE.
 CL2910'OWNERSHIP--STATE RIGHT OF WAY.
 CL2910'
 CL2910'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF STATE
 CL2910'HIGHWAY 292 AND COUNTY PAVED ROAD 472 HEADED NORTH, GO WEST ON THE
 CL2910'STATE ROUTE FOR 0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT ALONG A
 CL2910'FENCE IN FRONT OF A LARGE SINGLE STORY HOUSE WITH A METAL ROOF AND
 CL2910'BRICK COLUMNS.
 CL2910'
 CL2910'THE STATION IS A STANDARD USGS DISK
 CL2910'STAMPED---304Y 30E 1969---,
 CL2910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2910'20 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 CL2910'11.5 METERS (37.8 FT) NORTH FROM THE CENTERLINE OF ROUTE 292,
 CL2910'70.1 METERS (230 FT) WEST FROM THE CENTER OF DRIVEWAY TO THE HOUSE
 CL2910'AND,
 CL2910'0.45 METERS (1.5 FT) SOUTH FROM A WIRE FENCE.
 CL2910'
 CL2910'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2910'
 CL2910'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2911 ***********************************************************************
 CL2911  DESIGNATION -  306 H
 CL2911  PID         -  CL2911
 CL2911  STATE/COUNTY-  GA/WHEELER
 CL2911  USGS QUAD   -  LOTHAIR (1971)
 CL2911
 CL2911                         *CURRENT SURVEY CONTROL
 CL2911  ___________________________________________________________________
 CL2911* NAD 83(1994)-  32 15 54.62883(N)    082 42 06.08364(W)     ADJUSTED  
 CL2911* NAVD 88     -        84.31   (+/-2cm)     276.6    (feet)  VERTCON   
 CL2911  ___________________________________________________________________
 CL2911  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CL2911  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2911
 CL2911  HORZ ORDER  -  SECOND
 CL2911  VERT ORDER  -  THIRD (See Below)
 CL2911
 CL2911.The horizontal coordinates were established by classical geodetic methods
 CL2911.and adjusted by the National Geodetic Survey in September 1997..
 CL2911.No horizontal observational check was made to the station.
 CL2911
 CL2911.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2911.The vertical order pertains to the NGVD 29 superseded value.
 CL2911
 CL2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2911
 CL2911.The geoid height was determined by GEOID03.
 CL2911
 CL2911;                    North         East     Units Scale Factor Converg.
 CL2911;SPC GA E     -   251,244.548   149,594.741   MT  0.99993132   -0 17 08.2
 CL2911;SPC GA E     -   824,291.49    490,795.41   sFT  0.99993132   -0 17 08.2
 CL2911;UTM  17      - 3,571,099.771   339,720.403   MT  0.99991681   -0 54 31.0
 CL2911
 CL2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2911!SPC GA E     -   0.99999122  x   0.99993132  =   0.99992254
 CL2911!UTM  17      -   0.99999122  x   0.99991681  =   0.99990803
 CL2911
 CL2911                          SUPERSEDED SURVEY CONTROL
 CL2911
 CL2911  NAD 83(1986)-  32 15 54.63366(N)    082 42 06.08278(W) AD(       ) 2
 CL2911  NGVD 29 (06/19/89)   84.52   (m)          277.3    (f) LEVELING    3  
 CL2911
 CL2911.Superseded values are not recommended for survey control.
 CL2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2911.See file dsdata.txt to determine how the superseded data were derived.
 CL2911
 CL2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3972071100(NAD 83)
 CL2911_MARKER: DB = BENCH MARK DISK
 CL2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2911_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2911+STABILITY: SURFACE MOTION
 CL2911
 CL2911  HISTORY     - Date     Condition        Report By
 CL2911  HISTORY     - 1985     MONUMENTED       USGS
 CL2911
 CL2911                          STATION DESCRIPTION
 CL2911
 CL2911'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2911'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI)
 CL2911'NORTH OF GLENWOOD,
 CL2911'4.8 KM (3.0 MI) SOUTHEAST OF THE LAURENS COUNTY LINE BY ROAD AND
 CL2911'3.5 KM (2.2 MI) SOUTH OF THE OCONEE RIVER BRIDGE IN TREUTLEN COUNTY.
 CL2911'OWNERSHIP--STATE RIGHT OF WAY.
 CL2911'
 CL2911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2911'ROUTE 19 IN GLENWOOD, GO NORTH ON THE STATE HIGHWAY FOR 2.9 KM
 CL2911'(1.8 MI) TO PAVED COUNTY ROAD 179 ON THE RIGHT.  CONTINUE AHEAD
 CL2911'FOR 3.5 KM (2.2 MI) TO THE LANSBURG CHURCH ON THE RIGHT.  CONTINUE
 CL2911'AHEAD FOR 3.2 KM (2.0 MI) TO THE BETHEL CHURCH ON THE LEFT.
 CL2911'CONTINUE AHEAD FOR 0.72 KM (0.45 MI) TO THE STATION ON THE RIGHT
 CL2911'NORTHWEST OF A LARGE WHITE HOUSE.
 CL2911'
 CL2911'THE STATION IS A STANDARD USGS DISK
 CL2911'STAMPED---30 E 1969 306H---,
 CL2911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2911'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2911'17.31 METERS (56.8 FT) NORTHWEST FROM A DISH ANTENNA,
 CL2911'16.2 METERS (53.3 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CL2911'1.16 METERS (3.8 FT) SOUTH-SOUTHEAST FROM A FENCE CORNER AND
 CL2911'0.37 METERS (1.2 FT) WEST FROM A WITNESS POST WITH NO SIGN AND AN 8
 CL2911'INCH PINE TREE.
 CL2911'
 CL2911'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1711 ***********************************************************************
 BS1711  DESIGNATION -  307 DD
 BS1711  PID         -  BS1711
 BS1711  STATE/COUNTY-  GA/TOOMBS
 BS1711  USGS QUAD   -  GRAYS LANDING (1985)
 BS1711
 BS1711                         *CURRENT SURVEY CONTROL
 BS1711  ___________________________________________________________________
 BS1711* NAD 83(1994)-  31 58 41.03864(N)    082 23 06.99142(W)     ADJUSTED  
 BS1711* NAVD 88     -        60.59   (+/-2cm)     198.8    (feet)  VERTCON   
 BS1711  ___________________________________________________________________
 BS1711  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 BS1711  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BS1711
 BS1711  HORZ ORDER  -  SECOND
 BS1711  VERT ORDER  -  THIRD (See Below)
 BS1711
 BS1711.The horizontal coordinates were established by classical geodetic methods
 BS1711.and adjusted by the National Geodetic Survey in September 1997..
 BS1711.No horizontal observational check was made to the station.
 BS1711
 BS1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1711.The vertical order pertains to the NGVD 29 superseded value.
 BS1711
 BS1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1711
 BS1711.The geoid height was determined by GEOID03.
 BS1711
 BS1711;                    North         East     Units Scale Factor Converg.
 BS1711;SPC GA E     -   219,305.824   179,340.102   MT  0.99990526   -0 06 56.8
 BS1711;SPC GA E     -   719,505.86    588,384.98   sFT  0.99990526   -0 06 56.8
 BS1711;UTM  17      - 3,538,842.549   369,116.554   MT  0.99981126   -0 44 01.5
 BS1711
 BS1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1711!SPC GA E     -   0.99999496  x   0.99990526  =   0.99990022
 BS1711!UTM  17      -   0.99999496  x   0.99981126  =   0.99980622
 BS1711
 BS1711                          SUPERSEDED SURVEY CONTROL
 BS1711
 BS1711  NAD 83(1986)-  31 58 41.04512(N)    082 23 06.99232(W) AD(       ) 2
 BS1711  NGVD 29 (06/19/89)   60.82   (m)          199.5    (f) LEVELING    3  
 BS1711
 BS1711.Superseded values are not recommended for survey control.
 BS1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1711.See file dsdata.txt to determine how the superseded data were derived.
 BS1711
 BS1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6911738843(NAD 83)
 BS1711_MARKER: DB = BENCH MARK DISK
 BS1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1711+STABILITY: SURFACE MOTION
 BS1711
 BS1711  HISTORY     - Date     Condition        Report By
 BS1711  HISTORY     - 1985     MONUMENTED       USGS
 BS1711
 BS1711                          STATION DESCRIPTION
 BS1711
 BS1711'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1711'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 BS1711'NORTH-NORTHEAST OF GRAHAM,
 BS1711'10.5 KM (6.5 MI) EAST-SOUTHEAST OF UVALDA AND
 BS1711'5.4 KM (3.4 MI) NORTHWEST OF PLANT HATCH.
 BS1711'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1711'
 BS1711'TO REACH THE STATION FROM THE ENTRANCE TO THE HATCH NUCLEAR PLANT,
 BS1711'GO NORTH ON U.S. HIGHWAY 1 FOR 4.1 KM (2.6 MI) TO THE CROSSING OF
 BS1711'PAVED ROAD S 2762, STATE ROUTE 147.  TURN LEFT FOR 2.4 KM (1.5 MI)
 BS1711'TO A FORK LEFT.  BEAR LEFT ONTO COUNTY ROAD 336 FOR 0.5 KM (0.3 MI)
 BS1711'TO COUNTY SAND ROAD 51 AND THE STATION ON THE RIGHT.
 BS1711'
 BS1711'THE STATION IS A STANDARD USGS DISK
 BS1711'STAMPED---30E 1969 307 DD---,
 BS1711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1711'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1711'20.4 METERS (67.0 FT) EAST FROM THE CENTER OF THE SAND ROAD,
 BS1711'18.5 METERS (60.8 FT) EAST-NORTHEAST FROM THE NEAR OF TWO TELEPHONE
 BS1711'BOXES, P 39 S2,
 BS1711'18.5 METERS (60.8 FT) NORTH FROM THE CENTER OF THE PAVED ROAD AND,
 BS1711'0.34 METERS (1.1 FT) SOUTHWEST FROM AWITNESS POST.
 BS1711'
 BS1711'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1712 ***********************************************************************
 BS1712  DESIGNATION -  307 X
 BS1712  PID         -  BS1712
 BS1712  STATE/COUNTY-  GA/TOOMBS
 BS1712  USGS QUAD   -  GRAYS LANDING (1985)
 BS1712
 BS1712                         *CURRENT SURVEY CONTROL
 BS1712  ___________________________________________________________________
 BS1712* NAD 83(1994)-  31 59 05.22949(N)    082 27 37.76638(W)     ADJUSTED  
 BS1712* NAVD 88     -        63.51   (+/-2cm)     208.4    (feet)  VERTCON   
 BS1712  ___________________________________________________________________
 BS1712  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BS1712  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BS1712
 BS1712  HORZ ORDER  -  SECOND
 BS1712  VERT ORDER  -  THIRD (See Below)
 BS1712
 BS1712.The horizontal coordinates were established by classical geodetic methods
 BS1712.and adjusted by the National Geodetic Survey in September 1997..
 BS1712.No horizontal observational check was made to the station.
 BS1712
 BS1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1712.The vertical order pertains to the NGVD 29 superseded value.
 BS1712
 BS1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1712
 BS1712.The geoid height was determined by GEOID03.
 BS1712
 BS1712;                    North         East     Units Scale Factor Converg.
 BS1712;SPC GA E     -   220,067.710   172,233.787   MT  0.99990950   -0 09 20.3
 BS1712;SPC GA E     -   722,005.48    565,070.35   sFT  0.99990950   -0 09 20.3
 BS1712;UTM  17      - 3,539,680.972   362,019.468   MT  0.99983480   -0 46 25.4
 BS1712
 BS1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1712!SPC GA E     -   0.99999449  x   0.99990950  =   0.99990399
 BS1712!UTM  17      -   0.99999449  x   0.99983480  =   0.99982929
 BS1712
 BS1712                          SUPERSEDED SURVEY CONTROL
 BS1712
 BS1712  NAD 83(1986)-  31 59 05.23577(N)    082 27 37.76889(W) AD(       ) 2
 BS1712  NGVD 29 (06/19/89)   63.74   (m)          209.1    (f) LEVELING    3  
 BS1712
 BS1712.Superseded values are not recommended for survey control.
 BS1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1712.See file dsdata.txt to determine how the superseded data were derived.
 BS1712
 BS1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6201939681(NAD 83)
 BS1712_MARKER: DB = BENCH MARK DISK
 BS1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1712+STABILITY: SURFACE MOTION
 BS1712
 BS1712  HISTORY     - Date     Condition        Report By
 BS1712  HISTORY     - 1985     MONUMENTED       USGS
 BS1712
 BS1712                          STATION DESCRIPTION
 BS1712
 BS1712'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1712'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 BS1712'NORTH OF THE ALTAMAHA RIVER AND
 BS1712'1.9 KM (1.2 MI) EAST OF THE MONTGOMERY COUNTY LINE.
 BS1712'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1712'
 BS1712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 221 AND
 BS1712'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 13.1 KM
 BS1712'(8.2 MI) TO THE NORTH SIDE OF THE ALTAMAHA RIVER BRIDGE.  CONTINUE
 BS1712'AHEAD FOR FOR 3.2 KM (2.0 MI) TO A PAVED CROSSROADS, S 2762,
 BS1712'COUNTY ROAD 150.  TURN RIGHT, EAST, FOR 2.3 KM (1.4 MI) TO THE
 BS1712'MOSELEY CEMETERY ON THE LEFT.  CONTINUE AHEAH FOR 2.9 KM (1.8 MI)
 BS1712'TO THE STATION ON THE LEFT ON A 1.0 METER EMBANKMENT JUST WEST OF
 BS1712'COUNTY SAND ROAD 63.
 BS1712'
 BS1712'THE STATION IS A STANDARD USGS DISK
 BS1712'STAMPED---30 E 1969 307-X---,
 BS1712'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1712'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1712'31.4 METERS (103 FT) NORTH-NORTHWEST FROM A POWER POLE,
 BS1712'16.3 METERS (53.5 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 BS1712'1.2 METERS (4.0 FT) EAST FROM A 0.7 OAK TREE AND
 BS1712'0.3 METERS (1.0 FT) SOUTH FROM A METAL WITNESS POST.
 BS1712'
 BS1712'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2912 ***********************************************************************
 CL2912  DESIGNATION -  308 B
 CL2912  PID         -  CL2912
 CL2912  STATE/COUNTY-  GA/WHEELER
 CL2912  USGS QUAD   -  ALAMO (1985)
 CL2912
 CL2912                         *CURRENT SURVEY CONTROL
 CL2912  ___________________________________________________________________
 CL2912* NAD 83(1994)-  32 08 51.77478(N)    082 46 42.45369(W)     ADJUSTED  
 CL2912* NAVD 88     -        71.28   (+/-2cm)     233.9    (feet)  VERTCON   
 CL2912  ___________________________________________________________________
 CL2912  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CL2912  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL2912
 CL2912  HORZ ORDER  -  SECOND
 CL2912  VERT ORDER  -  THIRD (See Below)
 CL2912
 CL2912.The horizontal coordinates were established by classical geodetic methods
 CL2912.and adjusted by the National Geodetic Survey in September 1997..
 CL2912
 CL2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2912.The vertical order pertains to the NGVD 29 superseded value.
 CL2912
 CL2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2912
 CL2912.The geoid height was determined by GEOID03.
 CL2912
 CL2912;                    North         East     Units Scale Factor Converg.
 CL2912;SPC GA E     -   238,259.040   142,287.953   MT  0.99994106   -0 19 32.0
 CL2912;SPC GA E     -   781,688.20    466,823.06   sFT  0.99994106   -0 19 32.0
 CL2912;UTM  17      - 3,558,194.405   332,273.110   MT  0.99994694   -0 56 47.6
 CL2912
 CL2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2912!SPC GA E     -   0.99999324  x   0.99994106  =   0.99993430
 CL2912!UTM  17      -   0.99999324  x   0.99994694  =   0.99994018
 CL2912
 CL2912                          SUPERSEDED SURVEY CONTROL
 CL2912
 CL2912  NAD 83(1986)-  32 08 51.77700(N)    082 46 42.44824(W) AD(       ) 2
 CL2912  NGVD 29 (06/19/89)   71.51   (m)          234.6    (f) LEVELING    3  
 CL2912
 CL2912.Superseded values are not recommended for survey control.
 CL2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2912.See file dsdata.txt to determine how the superseded data were derived.
 CL2912
 CL2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3227358194(NAD 83)
 CL2912_MARKER: DD = SURVEY DISK
 CL2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2912+STABILITY: SURFACE MOTION
 CL2912
 CL2912  HISTORY     - Date     Condition        Report By
 CL2912  HISTORY     - 1985     MONUMENTED       USGS
 CL2912
 CL2912                          STATION DESCRIPTION
 CL2912
 CL2912'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2912'THE STATION IS LOCATED IN THE TOWN OF ALAMO.
 CL2912'OWNERSHIP--STATE RIGHT OF WAY.
 CL2912'
 CL2912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2912'ROUTE 126 IN ALAMO, WALK TO THE NORTHEAST QUADRANT OF THE JUNCTION.
 CL2912'
 CL2912'THE STATION IS A STANDARD USGS DISK
 CL2912'STAMPED---30E 1970 308B---,
 CL2912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2912'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2912'18.15 METERS (59.6 FT) SOUTH FROM THE SOUTH RAIL OF THE TRACKS,
 CL2912'7.87 METERS (25.8 FT) EAST FROM THE CENTER OF STATE ROUTE 126,
 CL2912'2.55 METERS (8.4 FT) NORTH FROM A POWER POLE WITH TRANSFORMER,
 CL2912'0.46 METERS (1.5 FT) EAST FROM A WITNESS POST AND
 CL2912'0.25 METERS (0.8 FT) NORTH FROM A WITNESS POST.
 CL2912'
 CL2912'DESCRIBED BY B PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2913 ***********************************************************************
 CL2913  DESIGNATION -  308 L
 CL2913  PID         -  CL2913
 CL2913  STATE/COUNTY-  GA/WHEELER
 CL2913  USGS QUAD   -  JORDAN (1970)
 CL2913
 CL2913                         *CURRENT SURVEY CONTROL
 CL2913  ___________________________________________________________________
 CL2913* NAD 83(1994)-  32 04 04.47821(N)    082 43 47.43187(W)     ADJUSTED  
 CL2913* NAVD 88     -        69.89   (+/-2cm)     229.3    (feet)  VERTCON   
 CL2913  ___________________________________________________________________
 CL2913  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CL2913  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL2913
 CL2913  HORZ ORDER  -  SECOND
 CL2913  VERT ORDER  -  THIRD (See Below)
 CL2913
 CL2913.The horizontal coordinates were established by classical geodetic methods
 CL2913.and adjusted by the National Geodetic Survey in September 1997..
 CL2913
 CL2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2913.The vertical order pertains to the NGVD 29 superseded value.
 CL2913
 CL2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2913
 CL2913.The geoid height was determined by GEOID03.
 CL2913
 CL2913;                    North         East     Units Scale Factor Converg.
 CL2913;SPC GA E     -   229,385.285   146,827.978   MT  0.99993486   -0 17 56.4
 CL2913;SPC GA E     -   752,574.89    481,718.12   sFT  0.99993486   -0 17 56.4
 CL2913;UTM  17      - 3,549,272.020   336,716.800   MT  0.99992881   -0 55 07.0
 CL2913
 CL2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2913!SPC GA E     -   0.99999346  x   0.99993486  =   0.99992832
 CL2913!UTM  17      -   0.99999346  x   0.99992881  =   0.99992227
 CL2913
 CL2913                          SUPERSEDED SURVEY CONTROL
 CL2913
 CL2913  NAD 83(1986)-  32 04 04.48265(N)    082 43 47.42998(W) AD(       ) 2
 CL2913  NGVD 29 (06/19/89)   70.12   (m)          230.1    (f) LEVELING    3  
 CL2913
 CL2913.Superseded values are not recommended for survey control.
 CL2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2913.See file dsdata.txt to determine how the superseded data were derived.
 CL2913
 CL2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3671749272(NAD 83)
 CL2913_MARKER: DD = SURVEY DISK
 CL2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2913_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2913+STABILITY: SURFACE MOTION
 CL2913
 CL2913  HISTORY     - Date     Condition        Report By
 CL2913  HISTORY     - 1985     MONUMENTED       USGS
 CL2913
 CL2913                          STATION DESCRIPTION
 CL2913
 CL2913'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 CL2913'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI)
 CL2913'EAST OF SCOTLAND,
 CL2913'9.7 KM (6.0 MI) SOUTHEAST OF ALAMO AND
 CL2913'10.5 METERS (6.5 FT) WEST OF THE OCONEE RIVER.
 CL2913'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2913'
 CL2913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2913'ROUTE 126 IN ALAMO, GO SOUTHEAST ON THE U.S. HIGHWAY FOR 3.0 KM
 CL2913'(1.85 MI) TO PAVED COUNTY ROAD 174 ON THE LEFT.  ALSO KNOWN AS
 CL2913'SPRING HILL ROAD.  TURN LEFT FOR 3.7 KM (2.3 MI) TO PAVED COUNTY
 CL2913'ROAD 120 ON THE RIGHT, SAND LEFT.  CONTINUE AHEAD FOR 5.5 KM
 CL2913'(3.4 MI) TO PAVED COUNTY ROAD 173 AND THE STATION IN THE SOUTH
 CL2913'QUADRANT.
 CL2913'
 CL2913'THE STATION IS A STANDARD USGS DISK
 CL2913'STAMPED---30E 1970 308 L---,
 CL2913'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2913'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2913'23.87 METERS (78.3 FT) SOUTHWEST FROM THE CENTER OF SPRING HILL
 CL2913'ROAD,
 CL2913'15.60 METERS (51.2 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROAD 173
 CL2913'AND
 CL2913'1.83 METERS (6.0 FT) NORTH FROM A FENCE.
 CL2913'
 CL2913'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2913'
 CL2913'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0215 ***********************************************************************
 DF0215  DESIGNATION -  309
 DF0215  PID         -  DF0215
 DF0215  STATE/COUNTY-  GA/RICHMOND
 DF0215  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0215
 DF0215                         *CURRENT SURVEY CONTROL
 DF0215  ___________________________________________________________________
 DF0215* NAD 83(1986)-  33 26 31.     (N)    082 07 16.     (W)     SCALED    
 DF0215* NAVD 88     -        93.856  (meters)     307.93   (feet)  ADJUSTED  
 DF0215  ___________________________________________________________________
 DF0215  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DF0215  DYNAMIC HT  -          93.755 (meters)     307.59  (feet)  COMP
 DF0215  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DF0215
 DF0215  VERT ORDER  -  FIRST     CLASS II
 DF0215
 DF0215.The horizontal coordinates were scaled from a topographic map and have
 DF0215.an estimated accuracy of +/- 6 seconds.
 DF0215
 DF0215.The orthometric height was determined by differential leveling
 DF0215.and adjusted by the National Geodetic Survey in June 1991..
 DF0215.WARNING-Repeat measurements at this control monument indicate possible
 DF0215.vertical movement.
 DF0215
 DF0215.The geoid height was determined by GEOID03.
 DF0215
 DF0215.The dynamic height is computed by dividing the NAVD 88
 DF0215.geopotential number by the normal gravity value computed on the
 DF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0215.degrees latitude (g = 980.6199 gals.).
 DF0215
 DF0215.The modeled gravity was interpolated from observed gravity values.
 DF0215
 DF0215;                    North         East    Units  Estimated Accuracy
 DF0215;SPC GA E     -   381,610.      204,240.      MT  (+/- 180 meters Scaled)
 DF0215
 DF0215                          SUPERSEDED SURVEY CONTROL
 DF0215
 DF0215  NGVD 29 (??/??/92)   94.09   (m)          308.7    (f) COMPUTED    1 2
 DF0215
 DF0215.Superseded values are not recommended for survey control.
 DF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0215.See file dsdata.txt to determine how the superseded data were derived.
 DF0215
 DF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT957008(NAD 83)
 DF0215_MARKER: P = PIPE CAP
 DF0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0215_STAMPING: PRIM TRAV STA NO 15 W 1918 309 1918
 DF0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0215
 DF0215  HISTORY     - Date     Condition        Report By
 DF0215  HISTORY     - 1918     MONUMENTED       USGS
 DF0215  HISTORY     - 1955     POOR             NGS
 DF0215
 DF0215                          STATION DESCRIPTION
 DF0215
 DF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0215'10 MI W FROM AUGUSTA.
 DF0215'ABOUT 10 MILES ALONG THE GEORGIA RAILROAD WESTERLY FROM THE UNION
 DF0215'STATION AT AUGUSTA, RICHMOND COUNTY, AN ESTIMATED HALF-MILE
 DF0215'W OF THE NO. 1 ENTRANCE GATE TO CAMP GORDON, ABOUT 420 FEET
 DF0215'E OF NO. 10 MILEPOST, 30 FEET NW OF CENTER OF CROSSING OF
 DF0215'SECONDARY ROAD AND THE RAILROAD MAINLINE, AND 17 FEET N OF N
 DF0215'RAIL OF MAINLINE, AND 4 FEET SW OF STEEL POST OF A RAILROAD
 DF0215'CROSSING SIGN.  A STANDARD U.S. GEOLOGICAL SURVEY CAPPED-PIPE
 DF0215'MONUMENT IS STAMPED PRIM TRAV STA NO 15 W 1918 309 (WHICH APPEARS
 DF0215'TO BE OVERSTAMPED WITH 310) 1918.  IT PROJECTS ABOUT 2.0 FEET
 DF0215'ABOVE GROUND, LEANS SOUTHERLY ABOUT 10 DEGREES, AND IS SUSPECTED
 DF0215'OF HAVING BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0216 ***********************************************************************
 DF0216  DESIGNATION -  309 USGS RESET 1962
 DF0216  PID         -  DF0216
 DF0216  STATE/COUNTY-  GA/RICHMOND
 DF0216  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0216
 DF0216                         *CURRENT SURVEY CONTROL
 DF0216  ___________________________________________________________________
 DF0216* NAD 83(1986)-  33 26 31.     (N)    082 07 16.     (W)     SCALED    
 DF0216* NAVD 88     -        93.86   (+/-2cm)     307.9    (feet)  VERTCON   
 DF0216  ___________________________________________________________________
 DF0216  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DF0216
 DF0216  VERT ORDER  -  ? (See Below)
 DF0216
 DF0216.The horizontal coordinates were scaled from a topographic map and have
 DF0216.an estimated accuracy of +/- 6 seconds.
 DF0216
 DF0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0216.The vertical order pertains to the NGVD 29 superseded value.
 DF0216
 DF0216.The geoid height was determined by GEOID03.
 DF0216
 DF0216;                    North         East    Units  Estimated Accuracy
 DF0216;SPC GA E     -   381,610.      204,240.      MT  (+/- 180 meters Scaled)
 DF0216
 DF0216                          SUPERSEDED SURVEY CONTROL
 DF0216
 DF0216  NGVD 29 (??/??/92)   94.090  (m)          308.69   (f) ADJ UNCH    ?  
 DF0216
 DF0216.Superseded values are not recommended for survey control.
 DF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0216.See file dsdata.txt to determine how the superseded data were derived.
 DF0216
 DF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT957008(NAD 83)
 DF0216_MARKER: P = PIPE CAP
 DF0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0216_STAMPING: PRIM TRAV STA NO 15 W 1918 1918 310 RESET 1962
 DF0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0216
 DF0216  HISTORY     - Date     Condition        Report By
 DF0216  HISTORY     - 1962     MONUMENTED       CGS
 DF0216  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0216
 DF0216                          STATION DESCRIPTION
 DF0216
 DF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0216'5.2 MI E FROM GROVETOWN.
 DF0216'ABOUT 5.2 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0216'AT GROVETOWN, AT A GRADED ROAD CROSSING LOCALLY KNOWN AS BELAIR,
 DF0216'17 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 33 FEET
 DF0216'NORTHWEST OF THE CENTER OF THE ROAD CROSSING THE MAIN TRACK,
 DF0216'18 1/2 FEET WEST OF THE CENTER LINE OF THE GRADED ROAD, 8 FEET
 DF0216'NORTHWEST OF A STEEL POST, 38 1/2 FEET WEST AND ACROSS THE ROAD
 DF0216'FROM BENCH MARK Z 305 DESCRIBED, 2 FEET ABOVE THE LEVEL OF THE
 DF0216'TRACK, A USGS DISK ON IRON PIPE PROJECTING 5 INCHES ABOVE THE
 DF0216'LEVEL OF THE GROUND.
 DF0216
 DF0216                          STATION RECOVERY (1979)
 DF0216
 DF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0216'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2275 ***********************************************************************
 BT2275  DESIGNATION -  31 DRM
 BT2275  PID         -  BT2275
 BT2275  STATE/COUNTY-  GA/DOUGHERTY
 BT2275  USGS QUAD   -  ALBANY EAST (1988)
 BT2275
 BT2275                         *CURRENT SURVEY CONTROL
 BT2275  ___________________________________________________________________
 BT2275* NAD 83(1994)-  31 36 02.37085(N)    084 03 07.76603(W)     ADJUSTED  
 BT2275* NAVD 88     -        66.769  (meters)     219.06   (feet)  ADJUSTED  
 BT2275  ___________________________________________________________________
 BT2275  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BT2275  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT2275  DYNAMIC HT  -          66.689 (meters)     218.80  (feet)  COMP
 BT2275  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BT2275
 BT2275  HORZ ORDER  -  SECOND
 BT2275  VERT ORDER  -  SECOND    CLASS II
 BT2275
 BT2275.The horizontal coordinates were established by classical geodetic methods
 BT2275.and adjusted by the National Geodetic Survey in September 1997..
 BT2275.No horizontal observational check was made to the station.
 BT2275
 BT2275.The orthometric height was determined by differential leveling
 BT2275.and adjusted by the National Geodetic Survey in November 1996..
 BT2275
 BT2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2275
 BT2275.The geoid height was determined by GEOID03.
 BT2275
 BT2275.The dynamic height is computed by dividing the NAVD 88
 BT2275.geopotential number by the normal gravity value computed on the
 BT2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2275.degrees latitude (g = 980.6199 gals.).
 BT2275
 BT2275.The modeled gravity was interpolated from observed gravity values.
 BT2275
 BT2275;                    North         East     Units Scale Factor Converg.
 BT2275;SPC GA W     -   177,446.675   710,865.907   MT  0.99990146   +0 03 36.0
 BT2275;SPC GA W     -   582,172.97  2,332,232.56   sFT  0.99990146   +0 03 36.0
 BT2275;UTM  16      - 3,499,945.366   779,695.590   MT  1.00056497   +1 32 44.4
 BT2275;UTM  17      - 3,500,217.284   210,402.724   MT  1.00063452   -1 36 01.6
 BT2275
 BT2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2275!SPC GA W     -   0.99999376  x   0.99990146  =   0.99989522
 BT2275!UTM  16      -   0.99999376  x   1.00056497  =   1.00055872
 BT2275!UTM  17      -   0.99999376  x   1.00063452  =   1.00062827
 BT2275
 BT2275                          SUPERSEDED SURVEY CONTROL
 BT2275
 BT2275  NAD 83(1986)-  31 36 02.37655(N)    084 03 07.77209(W) AD(       ) 2
 BT2275
 BT2275.Superseded values are not recommended for survey control.
 BT2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2275.See file dsdata.txt to determine how the superseded data were derived.
 BT2275
 BT2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7969699945(NAD 83)
 BT2275_MARKER: A = ALUMINUM MARKER
 BT2275_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2275_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2275_STAMPING: 31 DRM 1989
 BT2275_MARK LOGO: ALBDOU
 BT2275_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2275
 BT2275  HISTORY     - Date     Condition        Report By
 BT2275  HISTORY     - 1989     MONUMENTED       ALBDOU
 BT2275  HISTORY     - 19900301 GOOD             HOBBS
 BT2275
 BT2275                          STATION DESCRIPTION
 BT2275
 BT2275'DESCRIBED BY ALBANY-DOUGHERTY 1989
 BT2275'MARK LOCATED IN DOUGHERTY COUNTY, GEORGIA EAST OF ALBANY AT JUNCTION
 BT2275'OF BRANCH ROAD ON RIGHT. MARK IS AZIMUTH MARK FOR GPS STATION---BV
 BT2275'047-41 GA DOT---ALIAS STATION D450.
 BT2275'MARK IS 2.60 MI (4.18 KM) NORTH ON GA HIGHWAY 300 FROM ITS JUNCTION
 BT2275'WITH HIGHWAY 62 IN ALBANY AT BRANCH ROAD JUNCTION, ON RIGHT IN
 BT2275'SOUTHWEST QUADRANT OF T-INTERSECTION, 20 FT (6.10 M) SOUTHEAST OF C/L
 BT2275'OF NORTHBOUND LANES OF HWY 300, 63.2 FT (19.26 M) WEST-SOUTHWEST OF
 BT2275'C/L BRANCH ROAD. SET FLUSH WITH GROUND.
 BT2275
 BT2275                          STATION RECOVERY (1990)
 BT2275
 BT2275'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2275'MARK IS 6 MILES (9.7 KM) NE OF ALBANY ON DOT R/W.  TO REACH FROM THE
 BT2275'JUNCTION OF SR 300 AND SR 62 ON THE EAST SIDE OF ALBANY, SE CORNER OF
 BT2275'MILLER BREWING CO PLANT, GO 2.6 MILES (4.2 KM) NE ON SR 300 TO MARK ON
 BT2275'THE RIGHT AT BRANCH ROAD, T-RD SOUTH.  THIS IS 0.5 MILE (0.8 KM) NE OF
 BT2275'MILE POST 13.  MARK IS AZIMUTH MARK FOR GPS STATION---BV 047-41 GA
 BT2275'DOT---ALIAS STATION D450, 20 FT (6.1 M) SE OF NORTHBOUND LANES OF HWY
 BT2275'300, 63.2 FT (19.3 M) WSW OF C/L BRANCH ROAD, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1615 ***********************************************************************
 BE1615  DESIGNATION -  31 USE
 BE1615  PID         -  BE1615
 BE1615  STATE/COUNTY-  GA/DECATUR
 BE1615  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE1615
 BE1615                         *CURRENT SURVEY CONTROL
 BE1615  ___________________________________________________________________
 BE1615* NAD 83(1986)-  30 52 13.     (N)    084 45 18.     (W)     SCALED    
 BE1615* NAVD 88     -        32.906  (meters)     107.96   (feet)  ADJUSTED  
 BE1615  ___________________________________________________________________
 BE1615  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BE1615  DYNAMIC HT  -          32.864 (meters)     107.82  (feet)  COMP
 BE1615  MODELED GRAV-     979,378.2   (mgal)                       NAVD 88
 BE1615
 BE1615  VERT ORDER  -  SECOND    CLASS 0
 BE1615
 BE1615.The horizontal coordinates were scaled from a topographic map and have
 BE1615.an estimated accuracy of +/- 6 seconds.
 BE1615
 BE1615.The orthometric height was determined by differential leveling
 BE1615.and adjusted by the National Geodetic Survey in June 1991..
 BE1615
 BE1615.The geoid height was determined by GEOID03.
 BE1615
 BE1615.The dynamic height is computed by dividing the NAVD 88
 BE1615.geopotential number by the normal gravity value computed on the
 BE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1615.degrees latitude (g = 980.6199 gals.).
 BE1615
 BE1615.The modeled gravity was interpolated from observed gravity values.
 BE1615
 BE1615;                    North         East    Units  Estimated Accuracy
 BE1615;SPC GA W     -    96,620.      643,740.      MT  (+/- 180 meters Scaled)
 BE1615
 BE1615                          SUPERSEDED SURVEY CONTROL
 BE1615
 BE1615  NGVD 29 (??/??/92)   33.038  (m)          108.39   (f) ADJ UNCH    2 0
 BE1615
 BE1615.Superseded values are not recommended for survey control.
 BE1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1615.See file dsdata.txt to determine how the superseded data were derived.
 BE1615
 BE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV146173(NAD 83)
 BE1615_MARKER: DB = BENCH MARK DISK
 BE1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1615_STAMPING: 31 1952
 BE1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1615+STABILITY: SURFACE MOTION
 BE1615
 BE1615  HISTORY     - Date     Condition        Report By
 BE1615  HISTORY     - 1952     MONUMENTED       DOD
 BE1615  HISTORY     - 1952     GOOD             NGS
 BE1615
 BE1615                          STATION DESCRIPTION
 BE1615
 BE1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1615'8.7 MI SW FROM BRINSON.
 BE1615'ABOUT 7.4 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 BE1615'BRINSON, THENCE ABOUT 1.3 MILES WEST ALONG A BLACK TOP ROAD,
 BE1615'ABOUT 0.35 MILE EAST OF EAST END OF BRIDGE AND GEORGIA POWER
 BE1615'AND LIGHT COMPANY DAM ACROSS SPRING CREEK, ON THE INSIDE OF A
 BE1615'CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, ON TOP OF
 BE1615'A CUT BANK, 44 FEET SOUTHWEST OF CENTER LINE OF ROAD, 165
 BE1615'FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A DRIVE NORTHEAST,
 BE1615'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 BE1615'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE1615'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1020 ***********************************************************************
 CL1020  DESIGNATION -  310 USGS
 CL1020  PID         -  CL1020
 CL1020  STATE/COUNTY-  GA/BIBB
 CL1020  USGS QUAD   -  MACON WEST (1985)
 CL1020
 CL1020                         *CURRENT SURVEY CONTROL
 CL1020  ___________________________________________________________________
 CL1020* NAD 83(1986)-  32 52 17.     (N)    083 39 24.     (W)     SCALED    
 CL1020* NAVD 88     -        94.636  (meters)     310.48   (feet)  ADJUSTED  
 CL1020  ___________________________________________________________________
 CL1020  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL1020  DYNAMIC HT  -          94.533 (meters)     310.15  (feet)  COMP
 CL1020  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CL1020
 CL1020  VERT ORDER  -  FIRST     CLASS II
 CL1020
 CL1020.The horizontal coordinates were scaled from a topographic map and have
 CL1020.an estimated accuracy of +/- 6 seconds.
 CL1020
 CL1020.The orthometric height was determined by differential leveling
 CL1020.and adjusted by the National Geodetic Survey in June 1991..
 CL1020
 CL1020.The geoid height was determined by GEOID03.
 CL1020
 CL1020.The dynamic height is computed by dividing the NAVD 88
 CL1020.geopotential number by the normal gravity value computed on the
 CL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1020.degrees latitude (g = 980.6199 gals.).
 CL1020
 CL1020.The modeled gravity was interpolated from observed gravity values.
 CL1020
 CL1020;                    North         East    Units  Estimated Accuracy
 CL1020;SPC GA W     -   318,460.      747,730.      MT  (+/- 180 meters Scaled)
 CL1020
 CL1020                          SUPERSEDED SURVEY CONTROL
 CL1020
 CL1020  NGVD 29 (??/??/92)   94.759  (m)          310.89   (f) ADJ UNCH    1 2
 CL1020
 CL1020.Superseded values are not recommended for survey control.
 CL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1020.See file dsdata.txt to determine how the superseded data were derived.
 CL1020
 CL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS514401(NAD 83)
 CL1020_MARKER: P = PIPE CAP
 CL1020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL1020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL1020_STAMPING: 310
 CL1020_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CL1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1020
 CL1020  HISTORY     - Date     Condition        Report By
 CL1020  HISTORY     - UNK      MONUMENTED       USGS
 CL1020  HISTORY     - 1958     GOOD             NGS
 CL1020  HISTORY     - 19930428 SEE DESCRIPTION  NGS
 CL1020
 CL1020                          STATION DESCRIPTION
 CL1020
 CL1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CL1020'2.6 MI NW FROM MACON.
 CL1020'ABOUT 2.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 CL1020'U.S. HIGHWAY 129 BRIDGE OVER TRACKS AND OCMULGEE RIVER AT MACON,
 CL1020'ABOUT 0.1 MILE NORTHWEST OF MILE POST 237, AT THE JUNCTION OF
 CL1020'A SPUR TRACK SOUTHEAST TO THE MACON WATER WORKS, ALONG THE STEEL
 CL1020'FENCE ALONG WEST SIDE OF WATER WORKS GROUNDS, 72 1/2 FEET EAST
 CL1020'AND ACROSS SPUR TRACK FROM EAST RAIL OF MAIN TRACK, 46 FEET
 CL1020'NORTHEAST OF NORTHEAST RAIL OF SPUR TRACK, 47 1/2 FEET SOUTH
 CL1020'OF NORTHWEST CORNER OF STEEL FENCE, AND 1/2 FOOT WEST OF THE
 CL1020'NORTH-SOUTH FENCE AND 1 FOOT ABOVE LEVEL OF TRACK.
 CL1020
 CL1020                          STATION RECOVERY (1993)
 CL1020
 CL1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 CL1020'NOT FOUND ALTHOUGH TIES OFF RAILROADS ARE DEFINITE.  CONSIDERED
 CL1020'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1713 ***********************************************************************
 BS1713  DESIGNATION -  311 F
 BS1713  PID         -  BS1713
 BS1713  STATE/COUNTY-  GA/TOOMBS
 BS1713  USGS QUAD   -  BAXLEY NE (1988)
 BS1713
 BS1713                         *CURRENT SURVEY CONTROL
 BS1713  ___________________________________________________________________
 BS1713* NAD 83(1994)-  31 58 17.56937(N)    082 16 35.71779(W)     ADJUSTED  
 BS1713* NAVD 88     -        58.84   (+/-2cm)     193.0    (feet)  VERTCON   
 BS1713  ___________________________________________________________________
 BS1713  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 BS1713  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BS1713
 BS1713  HORZ ORDER  -  SECOND
 BS1713  VERT ORDER  -  THIRD (See Below)
 BS1713
 BS1713.The horizontal coordinates were established by classical geodetic methods
 BS1713.and adjusted by the National Geodetic Survey in September 1997..
 BS1713
 BS1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1713.The vertical order pertains to the NGVD 29 superseded value.
 BS1713
 BS1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1713
 BS1713.The geoid height was determined by GEOID03.
 BS1713
 BS1713;                    North         East     Units Scale Factor Converg.
 BS1713;SPC GA E     -   218,567.405   189,610.992   MT  0.99990133   -0 03 29.5
 BS1713;SPC GA E     -   717,083.23    622,082.06   sFT  0.99990133   -0 03 29.5
 BS1713;UTM  17      - 3,537,993.502   379,377.774   MT  0.99977944   -0 40 33.7
 BS1713
 BS1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1713!SPC GA E     -   0.99999527  x   0.99990133  =   0.99989660
 BS1713!UTM  17      -   0.99999527  x   0.99977944  =   0.99977471
 BS1713
 BS1713                          SUPERSEDED SURVEY CONTROL
 BS1713
 BS1713  NAD 83(1986)-  31 58 17.57503(N)    082 16 35.72153(W) AD(       ) 2
 BS1713  NGVD 29 (06/19/89)   59.08   (m)          193.8    (f) LEVELING    3  
 BS1713
 BS1713.Superseded values are not recommended for survey control.
 BS1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1713.See file dsdata.txt to determine how the superseded data were derived.
 BS1713
 BS1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7937837994(NAD 83)
 BS1713_MARKER: DB = BENCH MARK DISK
 BS1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1713+STABILITY: SURFACE MOTION
 BS1713
 BS1713  HISTORY     - Date     Condition        Report By
 BS1713  HISTORY     - 1985     MONUMENTED       USGS
 BS1713
 BS1713                          STATION DESCRIPTION
 BS1713
 BS1713'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1713'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 BS1713'NORTHEAST OF THE HATCH POWER PLANT,
 BS1713'5.8 KM (3.6 MI) WEST OF THE TATTNALL COUNTY LINE AND
 BS1713'3.2 KM (2.0 MI) NORTH OF THE ALTAMAHA RIVER.
 BS1713'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1713'
 BS1713'TO REACH THE STATION FROM THE ENTRANCE TO THE HATCH NUCLEAR POWER
 BS1713'PLANT, GO NORTH ON U.S. HIGHWAY 1 FOR 4.1 KM (2.6 MI) TO STATE ROUTE
 BS1713'147 CROSSING.  TUEN RIGHT, EAST, FOR 3.2 KM (2.0 MI) TO A CONCRETE
 BS1713'BRIDGE.  CONTINUE AHEAD FOR 3.4 KM (2.1 MI) TO COUNTY SAND ROAD 5
 BS1713'ON THE RIGHT, CLINTON CEMETERY ON THE LEFT.  TURN RIGHT FOR 1.1 KM
 BS1713'(0.7 MI) TO THE STATION ON THE LEFT AT THE DIXON STORE.
 BS1713'
 BS1713'THE STATION IS A STANDARD USGS DISK
 BS1713'STAMPED---311F 30E 1970---,
 BS1713'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1713'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1713'18.26 METERS (59.9 FT) NORTHEAST FROM A POWER POLE WITH TRANSFORMER,
 BS1713'8.23 METERS (27.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 BS1713'STORE,
 BS1713'2.56 METERS (8.4 FT) SOUTH FROM A 0.9 METER PECAN TREE AND
 BS1713'0.4 METERS (1.3 FT) SOUTH FROM A WITNESS POST.
 BS1713'
 BS1713'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0877 ***********************************************************************
 BR0877  DESIGNATION -  311 KK 30 E
 BR0877  PID         -  BR0877
 BR0877  STATE/COUNTY-  GA/TATTNALL
 BR0877  USGS QUAD   -  GLENNVILLE (1973)
 BR0877
 BR0877                         *CURRENT SURVEY CONTROL
 BR0877  ___________________________________________________________________
 BR0877* NAD 83(1994)-  31 56 18.26293(N)    081 56 44.61812(W)     ADJUSTED  
 BR0877* NAVD 88     -        53.46   (+/-2cm)     175.4    (feet)  VERTCON   
 BR0877  ___________________________________________________________________
 BR0877  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 BR0877  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 BR0877
 BR0877  HORZ ORDER  -  SECOND
 BR0877  VERT ORDER  -  THIRD (See Below)
 BR0877
 BR0877.The horizontal coordinates were established by classical geodetic methods
 BR0877.and adjusted by the National Geodetic Survey in September 1997..
 BR0877.No horizontal observational check was made to the station.
 BR0877
 BR0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0877.The vertical order pertains to the NGVD 29 superseded value.
 BR0877
 BR0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0877
 BR0877.The geoid height was determined by GEOID03.
 BR0877
 BR0877;                    North         East     Units Scale Factor Converg.
 BR0877;SPC GA E     -   214,908.964   220,889.137   MT  0.99990538   +0 07 00.8
 BR0877;SPC GA E     -   705,080.49    724,700.44   sFT  0.99990538   +0 07 00.8
 BR0877;UTM  17      - 3,533,998.830   410,609.540   MT  0.99969854   -0 30 01.2
 BR0877
 BR0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0877!SPC GA E     -   0.99999624  x   0.99990538  =   0.99990162
 BR0877!UTM  17      -   0.99999624  x   0.99969854  =   0.99969478
 BR0877
 BR0877                          SUPERSEDED SURVEY CONTROL
 BR0877
 BR0877  NAD 83(1986)-  31 56 18.26326(N)    081 56 44.61882(W) AD(       ) 2
 BR0877  NGVD 29 (09/27/88)   53.70   (m)          176.2    (f) LEVELING    3  
 BR0877
 BR0877.Superseded values are not recommended for survey control.
 BR0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0877.See file dsdata.txt to determine how the superseded data were derived.
 BR0877
 BR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1061033999(NAD 83)
 BR0877_MARKER: DB = BENCH MARK DISK
 BR0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0877+STABILITY: SURFACE MOTION
 BR0877
 BR0877  HISTORY     - Date     Condition        Report By
 BR0877  HISTORY     - 1984     MONUMENTED       GADT
 BR0877
 BR0877                          STATION DESCRIPTION
 BR0877
 BR0877'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0877'THE STATION IS LOCATED ABOUT 2.75 KM (1.R4 MI) WEST FROM GLENNVILLE,
 BR0877'21.15 KM (19.35 MI) NORTH-NORTHEAST FROM ODUM, AND 31.55 KM (19.6
 BR0877'MI) NORTHWEST FROM LUDOWICI.  OWNERSHIP--STATE RIGHT OF WAY.
 BR0877'
 BR0877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE
 BR0877'ROUTES 144 AND 23 IN GLENNVILLE, GO NORTHWEST ALONG STATE ROUTE 144
 BR0877'FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF STATE ROUTE 144 TO THE LEFT.
 BR0877'TURN LEFT GOING SOUTHWEST ALONG STATE ROUTE 144 FOR 0.65 KM (0.4 MI)
 BR0877'TO THE STATION ON THE RIGHT.
 BR0877'
 BR0877'THE STATION IS A STANDARD USGS BENCH MARK DISK
 BR0877'STAMPED---30-E 1970 311-KK---,
 BR0877'SET INTO THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE
 BR0877'SURFACE OF THE GROUND.  NO UNDERGROUND STATION EXISTS.
 BR0877'IT IS LOCATED
 BR0877'12 METERS (40 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0877'9 METERS (30 FT) WEST FROM THE CENTERLINE OF A DIRT DRIVEWAY, AND
 BR0877'0.45 METER (1.5 FT) SOUTHWEST FROM A METAL WITNESS POST WITH A USGS
 BR0877'WITNESS SIGN ATTACHED SET AT A POWER POLE.
 BR0877'
 BR0877'DESCRIBED BY W.R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1649 ***********************************************************************
 BS1649  DESIGNATION -  311 W
 BS1649  PID         -  BS1649
 BS1649  STATE/COUNTY-  GA/TATTNALL
 BS1649  USGS QUAD   -  TISON (1988)
 BS1649
 BS1649                         *CURRENT SURVEY CONTROL
 BS1649  ___________________________________________________________________
 BS1649* NAD 83(1994)-  31 55 18.97493(N)    082 06 19.73232(W)     ADJUSTED  
 BS1649* NAVD 88     -        26.98   (+/-2cm)      88.5    (feet)  VERTCON   
 BS1649  ___________________________________________________________________
 BS1649  X           -     744,248.821 (meters)                     COMP
 BS1649  Y           -  -5,367,283.719 (meters)                     COMP
 BS1649  Z           -   3,353,086.354 (meters)                     COMP
 BS1649  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 BS1649  ELLIP HEIGHT-          -2.29  (meters)          (09/03/97) GPS OBS
 BS1649  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 BS1649
 BS1649  HORZ ORDER  -  FIRST
 BS1649  VERT ORDER  -  THIRD ? (See Below)
 BS1649  ELLP ORDER  -  FOURTH    CLASS II
 BS1649
 BS1649.The horizontal coordinates were established by GPS observations
 BS1649.and adjusted by the National Geodetic Survey in September 1997..
 BS1649
 BS1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1649.The vertical order pertains to the NGVD 29 superseded value.
 BS1649
 BS1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1649
 BS1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1649
 BS1649.The ellipsoidal height was determined by GPS observations
 BS1649.and is referenced to NAD 83.
 BS1649
 BS1649.The geoid height was determined by GEOID03.
 BS1649
 BS1649;                    North         East     Units Scale Factor Converg.
 BS1649;SPC GA E     -   213,063.311   205,785.922   MT  0.99990041   +0 01 56.5
 BS1649;SPC GA E     -   699,025.21    675,149.31   sFT  0.99990041   +0 01 56.5
 BS1649;UTM  17      - 3,532,316.257   395,490.140   MT  0.99973470   -0 35 04.5
 BS1649
 BS1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1649!SPC GA E     -   1.00000036  x   0.99990041  =   0.99990077
 BS1649!UTM  17      -   1.00000036  x   0.99973470  =   0.99973506
 BS1649
 BS1649                          SUPERSEDED SURVEY CONTROL
 BS1649
 BS1649  NAD 83(1986)-  31 55 18.97985(N)    082 06 19.74084(W) AD(       ) 1
 BS1649  NGVD 29 (12/08/88)   27.22   (m)           89.3    (f) LEVELING    3  
 BS1649
 BS1649.Superseded values are not recommended for survey control.
 BS1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1649.See file dsdata.txt to determine how the superseded data were derived.
 BS1649
 BS1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9549032316(NAD 83)
 BS1649_MARKER: DB = BENCH MARK DISK
 BS1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1649_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1649+STABILITY: SURFACE MOTION
 BS1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1649+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1987
 BS1649
 BS1649  HISTORY     - Date     Condition        Report By
 BS1649  HISTORY     - 1985     MONUMENTED       USGS
 BS1649  HISTORY     - 19870107 GOOD
 BS1649
 BS1649                          STATION DESCRIPTION
 BS1649
 BS1649'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1649'THE STATION IS LOCATED ABOUT 0.48 KM (0.3 MI)
 BS1649'EAST OF THE OHOOPEE RIVER,
 BS1649'9.0 KM (5.6 MI) SOUTHEAST OF THE GEORGIA STATE PRISON AND
 BS1649'16.7 KM (10.4 MI) WEST OF GLENNVILLE.
 BS1649'OWNERSHIP--MR. DEWEY RUSH, RT 4, GLENNVILLE, GA 30427.
 BS1649'
 BS1649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 BS1649'STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ON THE STATE ROUTES
 BS1649'FOR 0.96 KM (0.6 MI) TO A Y INTERSECTION LEFT.  BEAR LEFT ONTO STATE
 BS1649'ROUTE 144 FOR 6.4 KM (4.0 MI) TO THE BRIDGE OVER WATERMELON CREEK.
 BS1649'CONTINUE AHEAD FOR 3.4 KM (2.1 MI) TO THE JUNCTION WITH STATE ROUTES
 BS1649'121 AND 169 IN TISON.  GO SOUTH, NOW ON ALL THE STATE ROUTES FOR
 BS1649'1.77 KM (1.1 MI) TO STATE ROUTE 178 AND THE STATE PRISON SIGN ON
 BS1649'THE RIGHT.  TURN RIGHT, WEST, FOR 2.7 KM (1.7 MI) TO THE WELCOME OAK
 BS1649'GROVE CHURCH SIGN AND COUNTY ROAD 296 ON THE LEFT.  CONTINUE AHEAD
 BS1649'FOR 3.3 KM (2.15 MI) TO THE STATION ON THE RIGHT INSIDE A PASTURE
 BS1649'FENCE CORNER.
 BS1649'
 BS1649'THE STATION IS A STANDARD USGS DISK
 BS1649'STAMPED---311W 30E 1970---,
 BS1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1649'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 BS1649'17.9 METERS (59.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BS1649'4.6 METERS (15.3 FT) NORTHEAST FROM A POWER POLE WITH TRANSFORMER
 BS1649'NEAR A PHONE BOX,
 BS1649'2.33 METERS (7.6 FT) NORTH-NORTHWEST FROM A WITNESS POST,
 BS1649'2.1 METERS (7.1 FT) NORTH FROM A FENCE POST CORNER AND,
 BS1649'1.0 METERS (3.3 FT) SOUTHEAST FROM A WITNESS POST.
 BS1649'
 BS1649'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1649'STAMPED---311W 1985 AZ MK---,
 BS1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1649'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1649'14.2 METERS (46.9 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 BS1649'12.8 METERS (42.1 FT) SOUTHWEST FROM A PIPE CULVERT,
 BS1649'5.4 METERS (18.0 FT) WEST-NORTHWEST FROM A POWER POLE WITH A
 BS1649'TRANSFORMER,
 BS1649'1.8 METERS (6.1 FT) NORTH-NORTHWEST FROM A FENCE AND FENCE POST AND,
 BS1649'1.0 METERS (3.5 FT) EAST FROM A METAL WITNESS POST.
 BS1649'TO REACH THE AZIMUTH FROM THE STATION,
 BS1649'GO EAST FOR 0.6 KM (0.4 MI) ON STATE ROUTE 178 TO A FIELD ROAD WITH
 BS1649'A CONCRETE PIPE CULVERT AND THE STATION 50 METERS NORTHWEST OF A
 BS1649'BRICK HOUSE.
 BS1649'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1649'STAMPED---311W 1985 AZ MK---,
 BS1649'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1649'
 BS1649'DESCRIBED BY B. PUTZIGER.
 BS1649'TAKE OUT
 BS1649
 BS1649                          STATION RECOVERY (1987)
 BS1649
 BS1649'RECOVERED 1987
 BS1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1714 ***********************************************************************
 BS1714  DESIGNATION -  311 W AZ MK
 BS1714  PID         -  BS1714
 BS1714  STATE/COUNTY-  GA/TATTNALL
 BS1714  USGS QUAD   -  TISON (1988)
 BS1714
 BS1714                         *CURRENT SURVEY CONTROL
 BS1714  ___________________________________________________________________
 BS1714* NAD 83(1994)-  31 55 22.38895(N)    082 05 56.87241(W)     ADJUSTED  
 BS1714* NAVD 88     -        27.     (meters)      89.     (feet)  VERTCON   
 BS1714  ___________________________________________________________________
 BS1714  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 BS1714  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 BS1714
 BS1714  HORZ ORDER  -  SECOND
 BS1714
 BS1714.The horizontal coordinates were established by classical geodetic methods
 BS1714.and adjusted by the National Geodetic Survey in September 1997..
 BS1714.No horizontal observational check was made to the station.
 BS1714
 BS1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1714
 BS1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1714
 BS1714.The geoid height was determined by GEOID03.
 BS1714
 BS1714;                    North         East     Units Scale Factor Converg.
 BS1714;SPC GA E     -   213,168.814   206,386.333   MT  0.99990050   +0 02 08.6
 BS1714;SPC GA E     -   699,371.35    677,119.16   sFT  0.99990050   +0 02 08.6
 BS1714;UTM  17      - 3,532,415.272   396,091.553   MT  0.99973315   -0 34 52.5
 BS1714
 BS1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1714!SPC GA E     -   1.00000037  x   0.99990050  =   0.99990087
 BS1714!UTM  17      -   1.00000037  x   0.99973315  =   0.99973352
 BS1714
 BS1714                          SUPERSEDED SURVEY CONTROL
 BS1714
 BS1714  NAD 83(1986)-  31 55 22.39329(N)    082 05 56.88079(W) AD(       ) 2
 BS1714  NGVD 29 (06/19/89)   27.     (m)           89.     (f) VERT ANG       
 BS1714
 BS1714.Superseded values are not recommended for survey control.
 BS1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1714.See file dsdata.txt to determine how the superseded data were derived.
 BS1714
 BS1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9609232415(NAD 83)
 BS1714_MARKER: DD = SURVEY DISK
 BS1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1714+STABILITY: SURFACE MOTION
 BS1714
 BS1714  HISTORY     - Date     Condition        Report By
 BS1714  HISTORY     - 1985     MONUMENTED       GADT
 BS1714
 BS1714                          STATION DESCRIPTION
 BS1714
 BS1714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1714'THE STATION IS LOCATED ABOUT 9.3 KM (5.7 MI)
 BS1714'SOUTHEAST OF THE GEORGIA STATE PRISON,
 BS1714'16.3 KM (10.2 MI) WEST OF GLENNVILLE AND
 BS1714'1.1 KM (0.6 MI) EAST OF THE OHOOPEE RIVER.
 BS1714'OWNERSHIP--STATE RIGHT OF WAY.
 BS1714'
 BS1714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH
 BS1714'STATE HIGHWAYS 23 AND 144 IN GLENNVILLE GO WEST ON THE STATE
 BS1714'HIGHWAYS FOR 0.96 KM (0.6 MI) TO A Y INTERSECTION LEFT.  BEAR LEFT
 BS1714'ONTO STATE ROUTE 144 FOR 9.8 KM (6.1 MI) TO THE JUNCTION WITH STATE
 BS1714'ROUTES 121 AND 169 IN TISON.  GO SOUTH NOW ON ALL THE STATE ROUTES
 BS1714'FOR 1.8 KM (1.1 MI) TO STATE ROUTE 178 ON THE RIGHT.  TURN RIGHT
 BS1714'NOW WESTERLY FOR 2.7 KM (1.7 MI) TO COUNTY PAVED ROAD 296 ON THE
 BS1714'LEFT AT THE OAK GROVE CHURCH SIGN.  CONTINUE AHEAD FOR
 BS1714'2.7 KM (1.75 MI) TO THE STATION ON THE LEFT AT A FIELD ENTRANCE.
 BS1714'
 BS1714'THE STATION IS A STANDARD GADT DISK
 BS1714'STAMPED---311W 1985 AZ MK---,
 BS1714'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1714'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1714'14.2 METERS (46.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BS1714'12.8 METERS (42.1 FT) SOUTHWEST FROM A 18 INCH PIPE CULVERT,
 BS1714'5.4 METERS (18.0 FT) WEST-NORTHWEST FROM A POWER POLE WITH
 BS1714'TRANSFORMER,
 BS1714'1.8 METERS (6.1 FT) NORTH-NORTHWEST FROM A FENCE AND FENCE POST AND,
 BS1714'1.0 METERS (3.0 FT) EAST FROM A METAL WITNESS POST.
 BS1714'THE UNDERGROUNG MARK IS A STANDARD GADT DISK
 BS1714'STAMPED---311W 1985 AZ MK---,
 BS1714'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1714'
 BS1714'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BS1714'
 BS1714'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1771 ***********************************************************************
 BS1771  DESIGNATION -  311EE 30E
 BS1771  PID         -  BS1771
 BS1771  STATE/COUNTY-  GA/TATTNALL
 BS1771  USGS QUAD   -  TISON (1988)
 BS1771
 BS1771                         *CURRENT SURVEY CONTROL
 BS1771  ___________________________________________________________________
 BS1771* NAD 83(1994)-  31 55 41.56721(N)    082 00 43.08111(W)     ADJUSTED  
 BS1771* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 BS1771  ___________________________________________________________________
 BS1771  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 BS1771  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 BS1771
 BS1771  HORZ ORDER  -  THIRD
 BS1771
 BS1771.The horizontal coordinates were established by classical geodetic methods
 BS1771.and adjusted by the National Geodetic Survey in September 1997..
 BS1771
 BS1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1771
 BS1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1771
 BS1771.The geoid height was determined by GEOID03.
 BS1771
 BS1771;                    North         East     Units Scale Factor Converg.
 BS1771;SPC GA E     -   213,767.929   214,627.983   MT  0.99990264   +0 04 54.5
 BS1771;SPC GA E     -   701,336.95    704,158.64   sFT  0.99990264   +0 04 54.5
 BS1771;UTM  17      - 3,532,925.511   404,337.703   MT  0.99971286   -0 32 06.8
 BS1771
 BS1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1771!SPC GA E     -   0.99999712  x   0.99990264  =   0.99989976
 BS1771!UTM  17      -   0.99999712  x   0.99971286  =   0.99970998
 BS1771
 BS1771:                Primary Azimuth Mark                     Grid Az
 BS1771:SPC GA E     -  STANFIELD                                173 06 26.7
 BS1771:UTM  17      -  STANFIELD                                173 43 28.0
 BS1771
 BS1771|---------------------------------------------------------------------|
 BS1771| PID    Reference Object                     Distance      Geod. Az  |
 BS1771|                                                           dddmmss.s |
 BS1771| BS1562 STANFIELD                           APPROX. 0.8 KM 1731121.2 |
 BS1771| BS1772 STANFIELD 1935 AZ MK 2               35.185 METERS 18414     |
 BS1771|---------------------------------------------------------------------|
 BS1771
 BS1771                          SUPERSEDED SURVEY CONTROL
 BS1771
 BS1771  NAD 83(1986)-  31 55 41.56842(N)    082 00 43.08450(W) AD(       ) 3
 BS1771  NGVD 29 (03/25/94)   47.9    (m)          157.     (f) H LEVEL        
 BS1771
 BS1771.Superseded values are not recommended for survey control.
 BS1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1771.See file dsdata.txt to determine how the superseded data were derived.
 BS1771
 BS1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0433832926(NAD 83)
 BS1771_MARKER: DB = BENCH MARK DISK
 BS1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1771_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1771+STABILITY: SURFACE MOTION
 BS1771
 BS1771  HISTORY     - Date     Condition        Report By
 BS1771  HISTORY     - 1984     MONUMENTED       USGS
 BS1771
 BS1771                          STATION DESCRIPTION
 BS1771
 BS1771'DESCRIBED BY US GEOLOGICAL SURVEY 1984 (BMP)
 BS1771'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) SOUTH-SOUTHEAST
 BS1771'FROM REIDSVILLE, 18.5 KM (11.5 MI) SOUTHEAST FROM ALTAMAHA, AND
 BS1771'8 KM (5 MI) SOUTHEAST FROM GLENNVILLE.
 BS1771'OWNERSHIP--STATE RIGHT OF WAY.
 BS1771'
 BS1771'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25 AND
 BS1771'301 WITH STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG
 BS1771'STATE ROUTE 144 FOR 1.1 KM (0.7 MI) TO A FORK.  BEAR LEFT
 BS1771'FOLLOWING STATE ROUTE 144 FOR 6.3 KM (3.9 MI) TO A BRIDGE OVER
 BS1771'WATERMELON CREEK.  CONTINUE AHEAD FOR 1.1 KM (0.7 MI) TO THE
 BS1771'JUNCTION OF DIRT COUNTY ROAD 307 CROSSING AND THE STATION IN THE
 BS1771'NORTHEAST QUADRANT.
 BS1771'
 BS1771'THE STATION IS A STANDARD USGS ALUMINUM BENCH MARK DISK
 BS1771'STAMPED---30E 1970 311EE---,
 BS1771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BS1771'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1771'IT IS LOCATED
 BS1771'20.3 METERS (66.6 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 BS1771'15.7 METERS (51.5 FT) EAST FROM THE COUNTY ROAD, AND
 BS1771'1.49 METERS (4.9 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BS1771'THERE IS NO UNDERGROUND STATION.
 BS1771'
 BS1771'DESCRIBED BY B.M. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0655 ***********************************************************************
 CL0655  DESIGNATION -  312 MC
 CL0655  PID         -  CL0655
 CL0655  STATE/COUNTY-  GA/DODGE
 CL0655  USGS QUAD   -  EASTMAN (1985)
 CL0655
 CL0655                         *CURRENT SURVEY CONTROL
 CL0655  ___________________________________________________________________
 CL0655* NAD 83(1986)-  32 08 14.     (N)    083 07 40.     (W)     SCALED    
 CL0655* NAVD 88     -        94.886  (meters)     311.31   (feet)  ADJUSTED  
 CL0655  ___________________________________________________________________
 CL0655  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CL0655  DYNAMIC HT  -          94.775 (meters)     310.94  (feet)  COMP
 CL0655  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CL0655
 CL0655  VERT ORDER  -  FIRST     CLASS II
 CL0655
 CL0655.The horizontal coordinates were scaled from a topographic map and have
 CL0655.an estimated accuracy of +/- 6 seconds.
 CL0655
 CL0655.The orthometric height was determined by differential leveling
 CL0655.and adjusted by the National Geodetic Survey in June 1991..
 CL0655
 CL0655.The geoid height was determined by GEOID03.
 CL0655
 CL0655.The dynamic height is computed by dividing the NAVD 88
 CL0655.geopotential number by the normal gravity value computed on the
 CL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0655.degrees latitude (g = 980.6199 gals.).
 CL0655
 CL0655.The modeled gravity was interpolated from observed gravity values.
 CL0655
 CL0655;                    North         East    Units  Estimated Accuracy
 CL0655;SPC GA E     -   237,340.      109,320.      MT  (+/- 180 meters Scaled)
 CL0655
 CL0655                          SUPERSEDED SURVEY CONTROL
 CL0655
 CL0655  NGVD 29 (??/??/92)   95.095  (m)          311.99   (f) ADJ UNCH    1 2
 CL0655
 CL0655.Superseded values are not recommended for survey control.
 CL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0655.See file dsdata.txt to determine how the superseded data were derived.
 CL0655
 CL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR993576(NAD 83)
 CL0655_MARKER: DD = SURVEY DISK
 CL0655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL0655_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL0655_STAMPING: ELEV 311.367 312 MC MOREHED 1889
 CL0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0655
 CL0655  HISTORY     - Date     Condition        Report By
 CL0655  HISTORY     - 1889     MONUMENTED       USGS
 CL0655  HISTORY     - 1959     GOOD             NGS
 CL0655
 CL0655                          STATION DESCRIPTION
 CL0655
 CL0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0655'4.4 MI NW FROM CHAUNCEY.
 CL0655'ABOUT 4.45 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0655'STATION AT CHAUNCEY, 0.1 MILE NORTHWEST OF MILEPOST 303 AT
 CL0655'GODWINSVILLE, BETWEEN THE TRACK AND U.S. HIGHWAY 23, 18 FEET
 CL0655'SOUTHWEST OF THE SOUTHWEST RAIL, 34 1/2 FEET EAST-SOUTHEAST OF
 CL0655'BENCH MARK T 241, 44 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CL0655'HIGHWAY, 79 FEET SOUTHEAST OF THE CENTER LINE OF DIRT ROAD 3 1/2
 CL0655'FEET SOUTHWEST OF THE SOUTHWEST FACE OF A CONCRETE WALL AROUND
 CL0655'THE OLD STATION PLATFORM, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 CL0655'AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 10
 CL0655'INCHES.  NOTE-- THE CAP HAS BEEN BATTERED IN BUT IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1715 ***********************************************************************
 BS1715  DESIGNATION -  312 V
 BS1715  PID         -  BS1715
 BS1715  STATE/COUNTY-  GA/APPLING
 BS1715  USGS QUAD   -  BAXLEY (1988)
 BS1715
 BS1715                         *CURRENT SURVEY CONTROL
 BS1715  ___________________________________________________________________
 BS1715* NAD 83(1994)-  31 52 14.26916(N)    082 20 31.88350(W)     ADJUSTED  
 BS1715* NAVD 88     -        64.74   (+/-2cm)     212.4    (feet)  VERTCON   
 BS1715  ___________________________________________________________________
 BS1715  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 BS1715  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BS1715
 BS1715  HORZ ORDER  -  SECOND
 BS1715  VERT ORDER  -  THIRD (See Below)
 BS1715
 BS1715.The horizontal coordinates were established by classical geodetic methods
 BS1715.and adjusted by the National Geodetic Survey in September 1997..
 BS1715.No horizontal observational check was made to the station.
 BS1715
 BS1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1715.The vertical order pertains to the NGVD 29 superseded value.
 BS1715
 BS1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1715
 BS1715.The geoid height was determined by GEOID03.
 BS1715
 BS1715;                    North         East     Units Scale Factor Converg.
 BS1715;SPC GA E     -   207,386.484   183,392.665   MT  0.99990340   -0 05 33.6
 BS1715;SPC GA E     -   680,400.49    601,680.77   sFT  0.99990340   -0 05 33.6
 BS1715;UTM  17      - 3,526,881.446   373,040.132   MT  0.99979879   -0 42 31.6
 BS1715
 BS1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1715!SPC GA E     -   0.99999430  x   0.99990340  =   0.99989770
 BS1715!UTM  17      -   0.99999430  x   0.99979879  =   0.99979309
 BS1715
 BS1715                          SUPERSEDED SURVEY CONTROL
 BS1715
 BS1715  NAD 83(1986)-  31 52 14.27869(N)    082 20 31.88554(W) AD(       ) 2
 BS1715  NGVD 29 (06/19/89)   64.98   (m)          213.2    (f) LEVELING    3  
 BS1715
 BS1715.Superseded values are not recommended for survey control.
 BS1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1715.See file dsdata.txt to determine how the superseded data were derived.
 BS1715
 BS1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7304026881(NAD 83)
 BS1715_MARKER: DB = BENCH MARK DISK
 BS1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1715_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1715+STABILITY: SURFACE MOTION
 BS1715
 BS1715  HISTORY     - Date     Condition        Report By
 BS1715  HISTORY     - 1985     MONUMENTED       USGS
 BS1715
 BS1715                          STATION DESCRIPTION
 BS1715
 BS1715'DESCRIBED BY US GEOLOGICAL SURVEY 1985 (BMP)
 BS1715'THE STATION IS LOCATED ABOUT 1.3 KM (0.85 MI)
 BS1715'EAST OF U.S. HIGHWAY 1,
 BS1715'7.4 KM (4.6 MI) SOUTH OF THE ALTAMAHA RIVER BRIDGE AND,
 BS1715'10.8 KM (6.7 MI) NORTH OF BAXLEY.
 BS1715'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1715'
 BS1715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1715'IN BAXLEY GO  NORTH ON U.S. HIGHWAY 1 FOR 1.1 KM (0.7 MI) TO A
 BS1715'PAVED CROSSROAD.  CONTINUE AHEAD FOR 3.5 KM (2.2 MI) TO A CEMETERY
 BS1715'ON THE RIGHT.  CONTINUE AHEAD FOR 6.4 KM (4.0 MI) TO THE CROSSING
 BS1715'OF COUNTY PAVED ROAD S 1824, COUNTY ROAD 538.  TURN RIGHT, EAST, FOR
 BS1715'1.3 KM (0.85 MI) TO THE STATION ON THE LEFT AT A SAND ROAD.
 BS1715'
 BS1715'THE STATION IS A STANDARD USGS DISK
 BS1715'STAMPED---30E 312V 1970---,
 BS1715'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1715'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1715'11.8 METERS (38.9 FT) NORTH FROM THE CENTERLINE OF THE PAVED ROAD,
 BS1715'9.1 METERS (30.0 FT) NORTHEAST FROM THE WEST END OF A PIPE UNDER
 BS1715'THE SAND ROAD,
 BS1715'4.7 METERS (15 FT) EAST FROM THE CENTER OF THE SAND ROAD,
 BS1715'1.2 METERS (3.8 FT) SOUTHWEST FROM A TELEPHONE BOX AND,
 BS1715'1.0 METERS (3.25 FT) SOUTH FROM A FENCE CORNER WITH A WITNESS SIGN.
 BS1715'
 BS1715'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1307 ***********************************************************************
 BS1307  DESIGNATION -  321 E 30 E
 BS1307  PID         -  BS1307
 BS1307  STATE/COUNTY-  GA/WAYNE
 BS1307  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1307
 BS1307                         *CURRENT SURVEY CONTROL
 BS1307  ___________________________________________________________________
 BS1307* NAD 83(1994)-  31 48 05.19494(N)    082 03 53.83049(W)     ADJUSTED  
 BS1307* NAVD 88     -        55.17   (+/-2cm)     181.0    (feet)  VERTCON   
 BS1307  ___________________________________________________________________
 BS1307  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 BS1307  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BS1307
 BS1307  HORZ ORDER  -  SECOND
 BS1307  VERT ORDER  -  THIRD (See Below)
 BS1307
 BS1307.The horizontal coordinates were established by classical geodetic methods
 BS1307.and adjusted by the National Geodetic Survey in September 1997..
 BS1307.No horizontal observational check was made to the station.
 BS1307
 BS1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1307.The vertical order pertains to the NGVD 29 superseded value.
 BS1307
 BS1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1307
 BS1307.The geoid height was determined by GEOID03.
 BS1307
 BS1307;                    North         East     Units Scale Factor Converg.
 BS1307;SPC GA E     -   199,706.566   209,630.946   MT  0.99990114   +0 03 13.0
 BS1307;SPC GA E     -   655,203.96    687,764.20   sFT  0.99990114   +0 03 13.0
 BS1307;UTM  17      - 3,518,921.240   399,190.735   MT  0.99972533   -0 33 40.5
 BS1307
 BS1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1307!SPC GA E     -   0.99999591  x   0.99990114  =   0.99989705
 BS1307!UTM  17      -   0.99999591  x   0.99972533  =   0.99972124
 BS1307
 BS1307                          SUPERSEDED SURVEY CONTROL
 BS1307
 BS1307  NAD 83(1986)-  31 48 05.19872(N)    082 03 53.83613(W) AD(       ) 2
 BS1307  NGVD 29 (09/27/88)   55.42   (m)          181.8    (f) LEVELING    3  
 BS1307
 BS1307.Superseded values are not recommended for survey control.
 BS1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1307.See file dsdata.txt to determine how the superseded data were derived.
 BS1307
 BS1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9919118921(NAD 83)
 BS1307_MARKER: DB = BENCH MARK DISK
 BS1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1307+STABILITY: SURFACE MOTION
 BS1307
 BS1307  HISTORY     - Date     Condition        Report By
 BS1307  HISTORY     - 1985     MONUMENTED       GADT
 BS1307
 BS1307                          STATION DESCRIPTION
 BS1307
 BS1307'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 BS1307'THE STATION IS LOCATED 27.8 KM (17.25 MI) NORTHWEST FROM JESUP,
 BS1307'20.45 KM (12.7 MI) SOUTHWEST FROM GLENVILLE, AND 32.75 KM (20.35 MI)
 BS1307'NORTH-NORTHWEST FROM LUDOWICI.  OWNERSHIP--STATE RIGHT OF WAY.
 BS1307'
 BS1307'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1307'ROUTE 27) AND CHURCH STREET (COUNTY ROAD 90605) AT THE CAUTION LIGHT
 BS1307'IN ODUM, GO NORTH ALONG COUNTY ROAD 90605 FOR 1.6 KM (1 MI) TO THE
 BS1307'JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING NORTH
 BS1307'ALONG COUNTY ROAD 90605 FOR 5 KM -(3.2 MI)  TO A SMALL BRIDGE OVER
 BS1307'A CREEK.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90605 FOR 4.35 KM
 BS1307'(2.7 MI) TO THE JUNCTION OF STATE ROUTE 169 CROSSING.  TURN LEFT
 BS1307'GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 3.45 KM (2.45 MI) TO
 BS1307'THE JUNCTION OF COUNTY ROAD 51 (NEW HOPW ROAD) TO THE RIGHT.
 BS1307'CONTINER GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 4.75 KM
 BS1307'(2.95 MI) TO THE STATION ON THE LEFT.
 BS1307'
 BS1307'THE STATION IS A STANDARD USGS BENCH MARK DISK
 BS1307'STAMPED---30E 1970 321E---,
 BS1307'SET INTO THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH THE
 BS1307'SURFACE OF THE GROUND.
 BS1307'IT IS LOCATED
 BS1307'20.7 METERS (68 FTL) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BS1307'1L0 METERS (33 FT) WEST FROM THE CENTERLINE OF O QUINN ROAD WHICH
 BS1307'IS THE WESTERN MOST LEG OF A U-SHAPED DRIVEWAY TO THE RESIDENCE OF
 BS1307'V.W. O QUINN, AND
 BS1307'1.25 METERS (4.1 FT) WEST-NORTHWEST FROM A TELELPHONE POLE WITH A
 BS1307'USGS WITNESS SIGN ATTACHED.
 BS1307'
 BS1307'COUNTY ROAD NUMGERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BS1307'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY WR. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1308 ***********************************************************************
 BS1308  DESIGNATION -  321 J 30 E
 BS1308  PID         -  BS1308
 BS1308  STATE/COUNTY-  GA/WAYNE
 BS1308  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1308
 BS1308                         *CURRENT SURVEY CONTROL
 BS1308  ___________________________________________________________________
 BS1308* NAD 83(1994)-  31 46 30.77040(N)    082 01 16.85104(W)     ADJUSTED  
 BS1308* NAVD 88     -        48.80   (+/-2cm)     160.1    (feet)  VERTCON   
 BS1308  ___________________________________________________________________
 BS1308  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 BS1308  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 BS1308
 BS1308  HORZ ORDER  -  SECOND
 BS1308  VERT ORDER  -  THIRD (See Below)
 BS1308
 BS1308.The horizontal coordinates were established by classical geodetic methods
 BS1308.and adjusted by the National Geodetic Survey in September 1997..
 BS1308
 BS1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1308.The vertical order pertains to the NGVD 29 superseded value.
 BS1308
 BS1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1308
 BS1308.The geoid height was determined by GEOID03.
 BS1308
 BS1308;                    North         East     Units Scale Factor Converg.
 BS1308;SPC GA E     -   196,803.185   213,763.689   MT  0.99990234   +0 04 35.5
 BS1308;SPC GA E     -   645,678.45    701,323.04   sFT  0.99990234   +0 04 35.5
 BS1308;UTM  17      - 3,515,974.229   403,291.352   MT  0.99971534   -0 32 16.3
 BS1308
 BS1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1308!SPC GA E     -   0.99999692  x   0.99990234  =   0.99989926
 BS1308!UTM  17      -   0.99999692  x   0.99971534  =   0.99971227
 BS1308
 BS1308                          SUPERSEDED SURVEY CONTROL
 BS1308
 BS1308  NAD 83(1986)-  31 46 30.77463(N)    082 01 16.85684(W) AD(       ) 2
 BS1308  NGVD 29 (09/27/88)   49.06   (m)          161.0    (f) LEVELING    3  
 BS1308
 BS1308.Superseded values are not recommended for survey control.
 BS1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1308.See file dsdata.txt to determine how the superseded data were derived.
 BS1308
 BS1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0329115974(NAD 83)
 BS1308_MARKER: DB = BENCH MARK DISK
 BS1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1308+STABILITY: SURFACE MOTION
 BS1308
 BS1308  HISTORY     - Date     Condition        Report By
 BS1308  HISTORY     - 1985     MONUMENTED       GADT
 BS1308
 BS1308                          STATION DESCRIPTION
 BS1308
 BS1308'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 BS1308'THE STATION IS LOCATED 11.9 KM (7.4 MI) NORTH OF ODUM, 17.4 KM
 BS1308'(10.8 MI) WEST-NORTHWEST OF SURRENCY, AND 22.4 KM (13.9 MI)
 BS1308'NORTHWEST OF JESUP.  OWNERSHIP--STATE RIGHT OF WAY.
 BS1308'
 BS1308'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1308'ROUTE 27) AND CHURCH STREET (COUNTY ROAD 90605) AT THE CAUTION LIGHT
 BS1308'IN ODUM, GO NORTH ALONG COUNTY ROAD 90605 FOR 1.6 KM (1 MI) TO THE
 BS1308'JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING NORTH
 BS1308'ALONG COUNTY ROAD 90605 FOR 5.2 KM (3.2 MI) TO A SMALL BRIDGE OVER
 BS1308'A CREEK.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90605 FOR 4.35 KM
 BS1308'(2.7 MI) TO THE JUNCTION OF STATE ROUTE 169 CROSSING.  TURN LEFT
 BS1308'GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 3.4 KM (2.1 MI) TO
 BS1308'THE STATION ON THE LEFT.
 BS1308'
 BS1308'THE STATION IS A STANDARD USGS BENCH MARK DISK
 BS1308'STAMPED---30E 1970 321J---,
 BS1308'SET INTO THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 3 CM
 BS1308'ABOVE GROUND SURFACE.
 BS1308'IT IS LOCATED
 BS1308'16.6 METERS (54.5 FT) WEST-SOUTHWEST FROM THE ENTERLINE OF THE
 BS1308'HIGHWAY,
 BS1308'0.46 METER (1.5 FT) EAST FROM A POWER POLE WITH TRANSFORMER NUMBER
 BS1308'15 ATTACHED,
 BS1308'2 METERS (7 FT) NORTH FROM THE NORTH EDGE OF A FIELD, AND
 BS1308'47.8 METERS (156.8 FT) NORTH-NORTHWEST FROM A 6 CM (24 IN) DIAMETER
 BS1308'PECAN TREE, WHICH IS THE NOTHERNMOST ONE OF A ROW OF TREES PARALLEL
 BS1308'WITH THE HIGHWAY.  THERE IS NO UNDERGROUND STATION.
 BS1308'
 BS1308'COUNTY ROAD NUMBERS OBRAINED FROM--GENERAL HIGHWAY MAP, WAYNE
 BS1308'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1011 ***********************************************************************
 CL1011  DESIGNATION -  333
 CL1011  PID         -  CL1011
 CL1011  STATE/COUNTY-  GA/BIBB
 CL1011  USGS QUAD   -  MACON WEST (1985)
 CL1011
 CL1011                         *CURRENT SURVEY CONTROL
 CL1011  ___________________________________________________________________
 CL1011* NAD 83(1986)-  32 50 14.     (N)    083 37 33.     (W)     SCALED    
 CL1011* NAVD 88     -       101.359  (meters)     332.54   (feet)  ADJUSTED  
 CL1011  ___________________________________________________________________
 CL1011  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CL1011  DYNAMIC HT  -         101.248 (meters)     332.18  (feet)  COMP
 CL1011  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 CL1011  OBS GRAVITY -     979,542.4   (mgal)                       GRAV_OBS
 CL1011
 CL1011  VERT ORDER  -  FIRST     CLASS II
 CL1011
 CL1011.The horizontal coordinates were scaled from a topographic map and have
 CL1011.an estimated accuracy of +/- 6 seconds.
 CL1011
 CL1011.The orthometric height was determined by differential leveling
 CL1011.and adjusted by the National Geodetic Survey in June 1991..
 CL1011
 CL1011.The geoid height was determined by GEOID03.
 CL1011
 CL1011.The dynamic height is computed by dividing the NAVD 88
 CL1011.geopotential number by the normal gravity value computed on the
 CL1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1011.degrees latitude (g = 980.6199 gals.).
 CL1011
 CL1011.The modeled gravity was interpolated from observed gravity values.
 CL1011.The observed gravity was obtained from relative gravimeter ties
 CL1011.to the IGSN71 gravity network.
 CL1011
 CL1011;                    North         East    Units  Estimated Accuracy
 CL1011;SPC GA W     -   314,680.      750,630.      MT  (+/- 180 meters Scaled)
 CL1011
 CL1011                          SUPERSEDED SURVEY CONTROL
 CL1011
 CL1011  NGVD 29 (??/??/92)  101.490  (m)          332.97   (f) ADJ UNCH    1 2
 CL1011
 CL1011.Superseded values are not recommended for survey control.
 CL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1011.See file dsdata.txt to determine how the superseded data were derived.
 CL1011
 CL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS542362(NAD 83)
 CL1011_MARKER: DD = SURVEY DISK
 CL1011_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CL1011_SP_SET: BUILDING WALL
 CL1011_STAMPING: 333.107
 CL1011_MARK LOGO: USGS  
 CL1011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1011+STABILITY: SURFACE MOTION
 CL1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL1011+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1993
 CL1011
 CL1011  HISTORY     - Date     Condition        Report By
 CL1011  HISTORY     - UNK      MONUMENTED       USWB
 CL1011  HISTORY     - 1958     GOOD             CGS
 CL1011  HISTORY     - 1979     GOOD             NGS
 CL1011  HISTORY     - 19930824 SEE DESCRIPTION  NGS
 CL1011
 CL1011                          STATION DESCRIPTION
 CL1011
 CL1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1011'AT MACON.
 CL1011'AT MACON, AT THE INTERSECTION OF THIRD AND MULBERRY STREETS,
 CL1011'AT THE POST OFFICE, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 CL1011'GRANITE BLOCK ALONG THE NORTHEAST SIDE OF THE STEPS TO THE
 CL1011'NORTHWEST (THIRD STREET) ENTRANCE, 67 FEET SOUTHEAST OF SOUTHEAST
 CL1011'CURB OF THIRD STREET, 2-1/2 FEET ABOVE THE GROUND AND ABOUT
 CL1011'4 FEET ABOVE LEVEL OF STREET.
 CL1011
 CL1011                          STATION RECOVERY (1979)
 CL1011
 CL1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1011'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 CL1011'MARK.
 CL1011
 CL1011                          STATION RECOVERY (1993)
 CL1011
 CL1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 CL1011'RECOVERED AS DESCRIBED.  MARK HAS BEEN COVERED BY CONCRETE ACCESS RAMP
 CL1011'CONSTRUCTED AUTUMN 1993.  STILL EXISTS UNDER RAMP.  REPLACED BY RESET
 CL1011'ON OPPOSITE SIDE OF STEPS, VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3029 ***********************************************************************
 AB3029  DESIGNATION -  333 RESET
 AB3029  PID         -  AB3029
 AB3029  STATE/COUNTY-  GA/BIBB
 AB3029  USGS QUAD   -  MACON WEST (1985)
 AB3029
 AB3029                         *CURRENT SURVEY CONTROL
 AB3029  ___________________________________________________________________
 AB3029* NAD 83(1986)-  32 50 14.     (N)    083 37 33.     (W)     SCALED    
 AB3029* NAVD 88     -       101.579  (meters)     333.26   (feet)  ADJUSTED  
 AB3029  ___________________________________________________________________
 AB3029  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB3029  DYNAMIC HT  -         101.467 (meters)     332.90  (feet)  COMP
 AB3029  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 AB3029
 AB3029  VERT ORDER  -  FIRST     CLASS II
 AB3029
 AB3029.The horizontal coordinates were scaled from a topographic map and have
 AB3029.an estimated accuracy of +/- 6 seconds.
 AB3029
 AB3029.The orthometric height was determined by differential leveling
 AB3029.and adjusted by the National Geodetic Survey in April 1998..
 AB3029
 AB3029.The geoid height was determined by GEOID03.
 AB3029
 AB3029.The dynamic height is computed by dividing the NAVD 88
 AB3029.geopotential number by the normal gravity value computed on the
 AB3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3029.degrees latitude (g = 980.6199 gals.).
 AB3029
 AB3029.The modeled gravity was interpolated from observed gravity values.
 AB3029
 AB3029;                    North         East    Units  Estimated Accuracy
 AB3029;SPC GA W     -   314,680.      750,630.      MT  (+/- 180 meters Scaled)
 AB3029
 AB3029                          SUPERSEDED SURVEY CONTROL
 AB3029
 AB3029.No superseded survey control is available for this station.
 AB3029
 AB3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS542362(NAD 83)
 AB3029_MARKER: DV = VERTICAL CONTROL DISK
 AB3029_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AB3029_SP_SET: BUILDING WALL
 AB3029_STAMPING: 333 USGS RESET 1993
 AB3029_MARK LOGO: NGS   
 AB3029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3029+STABILITY: POSITION/ELEVATION WELL
 AB3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3029+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB3029
 AB3029  HISTORY     - Date     Condition        Report By
 AB3029  HISTORY     - 1993     MONUMENTED       NGS
 AB3029
 AB3029                          STATION DESCRIPTION
 AB3029
 AB3029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 AB3029'AT THE FEDERAL BUILDING IN MACON, AT THIRD AND MULBERRY STREETS WHICH
 AB3029'RUN NE AND NW RESPECTIVELY, SET VERTICALLY IN THE SW (OR RIGHT-HAND
 AB3029'WHEN FACING BUILDING) SIDE OF THIRD STREET ENTRANCE STEPS, 67 FEET
 AB3029'(20.4 M) SE OF SE CURB OF THIRD STREET, THREE FEET ABOVE GROUND AND
 AB3029'FOUR FEET ABOVE THIRD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0522 ***********************************************************************
 DF0522  DESIGNATION -  337
 DF0522  PID         -  DF0522
 DF0522  STATE/COUNTY-  GA/BALDWIN
 DF0522  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0522
 DF0522                         *CURRENT SURVEY CONTROL
 DF0522  ___________________________________________________________________
 DF0522* NAD 83(1986)-  33 03 26.     (N)    083 20 47.     (W)     SCALED    
 DF0522* NAVD 88     -       102.777  (meters)     337.19   (feet)  ADJUSTED  
 DF0522  ___________________________________________________________________
 DF0522  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DF0522  DYNAMIC HT  -         102.666 (meters)     336.83  (feet)  COMP
 DF0522  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DF0522
 DF0522  VERT ORDER  -  FIRST     CLASS II
 DF0522
 DF0522.The horizontal coordinates were scaled from a topographic map and have
 DF0522.an estimated accuracy of +/- 6 seconds.
 DF0522
 DF0522.The orthometric height was determined by differential leveling
 DF0522.and adjusted by the National Geodetic Survey in June 1991..
 DF0522
 DF0522.The geoid height was determined by GEOID03.
 DF0522
 DF0522.The dynamic height is computed by dividing the NAVD 88
 DF0522.geopotential number by the normal gravity value computed on the
 DF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0522.degrees latitude (g = 980.6199 gals.).
 DF0522
 DF0522.The modeled gravity was interpolated from observed gravity values.
 DF0522
 DF0522;                    North         East    Units  Estimated Accuracy
 DF0522;SPC GA E     -   339,570.       89,830.      MT  (+/- 180 meters Scaled)
 DF0522
 DF0522                          SUPERSEDED SURVEY CONTROL
 DF0522
 DF0522  NGVD 29 (??/??/92)  102.94   (m)          337.7    (f) COMPUTED    1 2
 DF0522
 DF0522.Superseded values are not recommended for survey control.
 DF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0522.See file dsdata.txt to determine how the superseded data were derived.
 DF0522
 DF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS809600(NAD 83)
 DF0522_MARKER: DD = SURVEY DISK
 DF0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0522_SP_SET: MILEPOST
 DF0522_STAMPING: 337 337.716
 DF0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0522
 DF0522  HISTORY     - Date     Condition        Report By
 DF0522  HISTORY     - UNK      MONUMENTED       USGS
 DF0522  HISTORY     - 1954     GOOD             NGS
 DF0522
 DF0522                          STATION DESCRIPTION
 DF0522
 DF0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0522'0.9 MI NE FROM BROWNS.
 DF0522'THE DESCRIPTION IS ADEQUATE.  7.7 MILES WEST ALONG THE GEORGIA
 DF0522'RAILROAD FROM THE STATION AT MILLEDGEVILLE, BALDWIN COUNTY, 0.9
 DF0522'MILE NORTHEAST OF THE STATION AT BROWNS, AND IN THE TOP OF
 DF0522'MILEPOST 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0523 ***********************************************************************
 DF0523  DESIGNATION -  337 USGS RESET 1957
 DF0523  PID         -  DF0523
 DF0523  STATE/COUNTY-  GA/BALDWIN
 DF0523  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0523
 DF0523                         *CURRENT SURVEY CONTROL
 DF0523  ___________________________________________________________________
 DF0523* NAD 83(1986)-  33 03 26.     (N)    083 20 47.     (W)     SCALED    
 DF0523* NAVD 88     -       103.762  (meters)     340.43   (feet)  ADJUSTED  
 DF0523  ___________________________________________________________________
 DF0523  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DF0523  DYNAMIC HT  -         103.650 (meters)     340.06  (feet)  COMP
 DF0523  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DF0523
 DF0523  VERT ORDER  -  FIRST     CLASS II
 DF0523
 DF0523.The horizontal coordinates were scaled from a topographic map and have
 DF0523.an estimated accuracy of +/- 6 seconds.
 DF0523
 DF0523.The orthometric height was determined by differential leveling
 DF0523.and adjusted by the National Geodetic Survey in June 1991..
 DF0523
 DF0523.The geoid height was determined by GEOID03.
 DF0523
 DF0523.The dynamic height is computed by dividing the NAVD 88
 DF0523.geopotential number by the normal gravity value computed on the
 DF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0523.degrees latitude (g = 980.6199 gals.).
 DF0523
 DF0523.The modeled gravity was interpolated from observed gravity values.
 DF0523
 DF0523;                    North         East    Units  Estimated Accuracy
 DF0523;SPC GA E     -   339,570.       89,830.      MT  (+/- 180 meters Scaled)
 DF0523
 DF0523                          SUPERSEDED SURVEY CONTROL
 DF0523
 DF0523  NGVD 29 (??/??/92)  103.921  (m)          340.95   (f) ADJ UNCH    1 2
 DF0523
 DF0523.Superseded values are not recommended for survey control.
 DF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0523.See file dsdata.txt to determine how the superseded data were derived.
 DF0523
 DF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS809600(NAD 83)
 DF0523_MARKER: DD = SURVEY DISK
 DF0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0523_SP_SET: MILEPOST
 DF0523_STAMPING: 337 RESET 1957
 DF0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0523
 DF0523  HISTORY     - Date     Condition        Report By
 DF0523  HISTORY     - 1957     MONUMENTED       USGS
 DF0523  HISTORY     - 1962     POOR             NGS
 DF0523
 DF0523                          STATION DESCRIPTION
 DF0523
 DF0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0523'5.2 MI E FROM HADDOCK.
 DF0523'5.15 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0523'HADDOCK, SET ON THE TOP OF MILEPOST M 53, 9 FEET SOUTHEAST OF THE
 DF0523'SOUTHEAST RAIL AND 4 FEET ABOVE THE LEVEL OF THE TRACK.
 DF0523'NOTE-- A STEPLADDER WILL BE REQUIRED IN ORDER TO HOLD A ROD
 DF0523'ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2276 ***********************************************************************
 BT2276  DESIGNATION -  34 NDS
 BT2276  PID         -  BT2276
 BT2276  STATE/COUNTY-  GA/DOUGHERTY
 BT2276  USGS QUAD   -  RED STORE CROSSROADS (1974)
 BT2276
 BT2276                         *CURRENT SURVEY CONTROL
 BT2276  ___________________________________________________________________
 BT2276* NAD 83(1994)-  31 26 12.28309(N)    084 20 12.78165(W)     ADJUSTED  
 BT2276* NAVD 88     -        53.6    (meters)     176.     (feet)  VERTCON   
 BT2276  ___________________________________________________________________
 BT2276  X           -     537,497.135 (meters)                     COMP
 BT2276  Y           -  -5,420,331.169 (meters)                     COMP
 BT2276  Z           -   3,307,318.798 (meters)                     COMP
 BT2276  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT2276  ELLIP HEIGHT-          26.49  (meters)          (09/03/97) GPS OBS
 BT2276  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT2276
 BT2276  HORZ ORDER  -  FIRST
 BT2276  ELLP ORDER  -  FOURTH    CLASS II
 BT2276
 BT2276.The horizontal coordinates were established by GPS observations
 BT2276.and adjusted by the National Geodetic Survey in September 1997..
 BT2276
 BT2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2276
 BT2276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2276
 BT2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2276
 BT2276.The ellipsoidal height was determined by GPS observations
 BT2276.and is referenced to NAD 83.
 BT2276
 BT2276.The geoid height was determined by GEOID03.
 BT2276
 BT2276;                    North         East     Units Scale Factor Converg.
 BT2276;SPC GA W     -   159,280.894   683,819.708   MT  0.99990323   -0 05 19.6
 BT2276;SPC GA W     -   522,574.07  2,243,498.49   sFT  0.99990323   -0 05 19.6
 BT2276;UTM  16      - 3,481,075.285   753,112.994   MT  1.00039027   +1 23 22.9
 BT2276
 BT2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2276!SPC GA W     -   0.99999584  x   0.99990323  =   0.99989907
 BT2276!UTM  16      -   0.99999584  x   1.00039027  =   1.00038611
 BT2276
 BT2276                          SUPERSEDED SURVEY CONTROL
 BT2276
 BT2276  NAD 83(1986)-  31 26 12.28931(N)    084 20 12.78771(W) AD(       ) 1
 BT2276  NGVD 29 (03/24/92)   53.8    (m)          177.     (f) GPS OBS        
 BT2276
 BT2276.Superseded values are not recommended for survey control.
 BT2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2276.See file dsdata.txt to determine how the superseded data were derived.
 BT2276
 BT2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5311381075(NAD 83)
 BT2276_MARKER: A = ALUMINUM MARKER
 BT2276_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2276_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2276_STAMPING: 34 NDS 1987
 BT2276_MARK LOGO: GA-095
 BT2276_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2276+STABILITY: POSITION/ELEVATION WELL
 BT2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2276+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1988
 BT2276
 BT2276  HISTORY     - Date     Condition        Report By
 BT2276  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2276  HISTORY     - 19880930 GOOD
 BT2276
 BT2276                          STATION DESCRIPTION
 BT2276
 BT2276'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2276'STATION LOCATED IN SOUTHWEST DOUGHERTY COUNTY, GEORGIA AT BAKER COUNTY
 BT2276'LINE ON TARVA ROAD.
 BT2276'TO REACH STATION FROM INTERSECTION OF TARVA ROAD AND HIGHWAY
 BT2276'62---LEARY ROAD---GO SOUTH ON TARVA ROAD FOR 5.15 MI (8.29 KM) TO
 BT2276'STATION IN WEST RIGHT-OF-WAY, ABOUT 125 FT (38.10 M) NORTH OF
 BT2276'BAKER-DOUGHERTY COUNTY LINE.
 BT2276'STATION IS 38.6 FT (11.77 M) SOUTHWEST OF CENTERLINE TARVA ROAD, 128
 BT2276'FT (39.01 M) NORTHWEST OF DOUGHERTY COUNTY SIGN, 117.3 FT (35.75 M)
 BT2276'NORTHWEST OF CENTERLINE DIRT ROAD, 8 FT (2.44 M) NORTHEAST OF A
 BT2276'CYCLONE FENCE.
 BT2276'STATION IS AN ALUMINUM DISK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO
 BT2276'REFUSAL AND ENCASED IN A CAST IRON ROUND WATER VALVE BOX WITH COVER.
 BT2276'COVER BEING FLUSH WITH GROUND AND ACTUAL DISK BEING 1 FT (0.30 M)
 BT2276'BELOW GROUND SURFACE.
 BT2276'NO AZIMUTH MARK OR AZIMUTH ESTABLISHED FOR THIS STATION. AZIMUTH MARK
 BT2276'NOT RECOVERED BY ALBANY-DOUGHERTY COUNTY ENGINEERING DEPT.
 BT2276
 BT2276                          STATION RECOVERY (1988)
 BT2276
 BT2276'RECOVERED 1988
 BT2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0273 ***********************************************************************
 DF0273  DESIGNATION -  344 USGS
 DF0273  PID         -  DF0273
 DF0273  STATE/COUNTY-  GA/BURKE
 DF0273  USGS QUAD   -  GOUGH (1950)
 DF0273
 DF0273                         *CURRENT SURVEY CONTROL
 DF0273  ___________________________________________________________________
 DF0273* NAD 83(1986)-  33 03 37.     (N)    082 14 33.     (W)     SCALED    
 DF0273* NAVD 88     -       104.517  (meters)     342.90   (feet)  ADJUSTED  
 DF0273  ___________________________________________________________________
 DF0273  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DF0273  DYNAMIC HT  -         104.403 (meters)     342.53  (feet)  COMP
 DF0273  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 DF0273
 DF0273  VERT ORDER  -  FIRST     CLASS II
 DF0273
 DF0273.The horizontal coordinates were scaled from a topographic map and have
 DF0273.an estimated accuracy of +/- 6 seconds.
 DF0273
 DF0273.The orthometric height was determined by differential leveling
 DF0273.and adjusted by the National Geodetic Survey in June 1991..
 DF0273
 DF0273.The geoid height was determined by GEOID03.
 DF0273
 DF0273.The dynamic height is computed by dividing the NAVD 88
 DF0273.geopotential number by the normal gravity value computed on the
 DF0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0273.degrees latitude (g = 980.6199 gals.).
 DF0273
 DF0273.The modeled gravity was interpolated from observed gravity values.
 DF0273
 DF0273;                    North         East    Units  Estimated Accuracy
 DF0273;SPC GA E     -   339,290.      192,920.      MT  (+/- 180 meters Scaled)
 DF0273
 DF0273                          SUPERSEDED SURVEY CONTROL
 DF0273
 DF0273  NGVD 29 (??/??/92)  104.707  (m)          343.53   (f) ADJ UNCH    1 2
 DF0273
 DF0273.Superseded values are not recommended for survey control.
 DF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0273.See file dsdata.txt to determine how the superseded data were derived.
 DF0273
 DF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS840586(NAD 83)
 DF0273_MARKER: P = PIPE CAP
 DF0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0273_STAMPING: 344 1918
 DF0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0273
 DF0273  HISTORY     - Date     Condition        Report By
 DF0273  HISTORY     - 1918     MONUMENTED       USGS
 DF0273  HISTORY     - 1934     GOOD             NGS
 DF0273  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0273  HISTORY     - 1979     GOOD             NGS
 DF0273
 DF0273                          STATION DESCRIPTION
 DF0273
 DF0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0273'1.6 MI N FROM VIDETTE.
 DF0273'U.S.G.S. 344-1918 IS LOCATED 1.6 MILES NORTH OF THE GEORGIA AND
 DF0273'FLORIDA RAILROAD DEPOT AT VIDETTE, 2.4 MILES SOUTH OF GOUGH, 7
 DF0273'FEET NORTH-WEST OF NORTHWEST RAIL OF TRACK, 18 FEET NORTH OF
 DF0273'CENTERLINE OF DIXIE HIGHWAY AT POINT WHERE IT CROSSES TRACK.
 DF0273'STANDARD IRON POST WITH CAP STANDING ABOUT 6 INCHES ABOVE GROUND.
 DF0273
 DF0273                          STATION RECOVERY (1955)
 DF0273
 DF0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DF0273'MARK NOT FOUND.
 DF0273
 DF0273                          STATION RECOVERY (1979)
 DF0273
 DF0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0273'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED, 2/26/79. 2.6 MILES
 DF0273'SOUTH ALONG STATE HIGHWAY 305 FROM THE JUNCTION OF U.S. HIGHWAY 80
 DF0273'CONNECTION AT GOUGH, AT THE JUNCTION OF COUNTY ROAD 231, 87 FT.
 DF0273'EAST OF THE CENTERLINE OF HIGHWAY 305, 15 FT. NORTHWEST OF THE
 DF0273'CENTERLINE OF DIRT ROAD, 10 FT. WEST OF THE CENTER OF ABANDONED
 DF0273'RAILROAD TRACKS, 53 FT. EAST OF BENCH MARK F 335.
 DF0273'THE MARK IS 1 FT  W FROM A WITNESS POST.
 DF0273'THE MARK IS 4 FT ABOVE HIGHWAY 305.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0274 ***********************************************************************
 DF0274  DESIGNATION -  350 USGS
 DF0274  PID         -  DF0274
 DF0274  STATE/COUNTY-  GA/BURKE
 DF0274  USGS QUAD   -  GOUGH (1950)
 DF0274
 DF0274                         *CURRENT SURVEY CONTROL
 DF0274  ___________________________________________________________________
 DF0274* NAD 83(1986)-  33 02 17.     (N)    082 14 51.     (W)     SCALED    
 DF0274* NAVD 88     -       106.28   (+/-2cm)     348.7    (feet)  VERTCON   
 DF0274  ___________________________________________________________________
 DF0274  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DF0274
 DF0274  VERT ORDER  -  ? (See Below)
 DF0274
 DF0274.The horizontal coordinates were scaled from a topographic map and have
 DF0274.an estimated accuracy of +/- 6 seconds.
 DF0274
 DF0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0274.The vertical order pertains to the NGVD 29 superseded value.
 DF0274
 DF0274.The geoid height was determined by GEOID03.
 DF0274
 DF0274;                    North         East    Units  Estimated Accuracy
 DF0274;SPC GA E     -   336,820.      192,450.      MT  (+/- 180 meters Scaled)
 DF0274
 DF0274                          SUPERSEDED SURVEY CONTROL
 DF0274
 DF0274  NGVD 29 (??/??/92)  106.467  (m)          349.30   (f) ADJ UNCH    ?  
 DF0274
 DF0274.Superseded values are not recommended for survey control.
 DF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0274.See file dsdata.txt to determine how the superseded data were derived.
 DF0274
 DF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS835561(NAD 83)
 DF0274_MARKER: Q = CHISELED SQUARE
 DF0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0274_SP_SET: SIDEWALK
 DF0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0274
 DF0274  HISTORY     - Date     Condition        Report By
 DF0274  HISTORY     - UNK      MONUMENTED       USGS
 DF0274  HISTORY     - 1955     GOOD             NGS
 DF0274  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0274
 DF0274                          STATION DESCRIPTION
 DF0274
 DF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0274'AT VIDETTE.
 DF0274'AT VIDETTE, BURKE COUNTY, AT THE NE CORNER OF THE BRICK BUILDINGS
 DF0274'IN THE SW ANGLE OF THE PRINCIPAL CROSSROADS IN TOWN, 35 FEET S OF
 DF0274'THE CENTER OF NO. 24 GEORGIA HIGHWAY, 36 FEET W OF THE CENTER OF A
 DF0274'COUNTY ROAD.  A FAINTLY CHISELED SQUARE IN THE SURFACE OF THE
 DF0274'CONCRETE SIDEWALK.  ORIGINAL DESCRIPTION STATES THAT A CHISELED U S
 DF0274'IS THERE ALSO.  POSSIBLY AN S IS DISCERNIBLE NOW BUT NOT A
 DF0274'LEGITIMATE U.  MR. W.T. AGERTON OF 4 DOORS S STATED THAT THE CORNER
 DF0274'BUILDING PRESENTLY BELONGS TO DR W.C. MCCARVER, AND THE SIDEWALK
 DF0274'IS UNCHANGED.
 DF0274
 DF0274                          STATION RECOVERY (1979)
 DF0274
 DF0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0528 ***********************************************************************
 DF0528  DESIGNATION -  356
 DF0528  PID         -  DF0528
 DF0528  STATE/COUNTY-  GA/BALDWIN
 DF0528  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0528
 DF0528                         *CURRENT SURVEY CONTROL
 DF0528  ___________________________________________________________________
 DF0528* NAD 83(1986)-  33 04 36.     (N)    083 18 09.     (W)     SCALED    
 DF0528* NAVD 88     -       109.668  (meters)     359.80   (feet)  ADJUSTED  
 DF0528  ___________________________________________________________________
 DF0528  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF0528  DYNAMIC HT  -         109.550 (meters)     359.42  (feet)  COMP
 DF0528  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DF0528
 DF0528  VERT ORDER  -  FIRST     CLASS II
 DF0528
 DF0528.The horizontal coordinates were scaled from a topographic map and have
 DF0528.an estimated accuracy of +/- 6 seconds.
 DF0528
 DF0528.The orthometric height was determined by differential leveling
 DF0528.and adjusted by the National Geodetic Survey in June 1991..
 DF0528.WARNING-Repeat measurements at this control monument indicate possible
 DF0528.vertical movement.
 DF0528
 DF0528.The geoid height was determined by GEOID03.
 DF0528
 DF0528.The dynamic height is computed by dividing the NAVD 88
 DF0528.geopotential number by the normal gravity value computed on the
 DF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0528.degrees latitude (g = 980.6199 gals.).
 DF0528
 DF0528.The modeled gravity was interpolated from observed gravity values.
 DF0528
 DF0528;                    North         East    Units  Estimated Accuracy
 DF0528;SPC GA E     -   341,680.       93,950.      MT  (+/- 180 meters Scaled)
 DF0528
 DF0528                          SUPERSEDED SURVEY CONTROL
 DF0528
 DF0528  NGVD 29 (??/??/92)  109.829  (m)          360.33   (f) ADJ UNCH    1 2
 DF0528
 DF0528.Superseded values are not recommended for survey control.
 DF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0528.See file dsdata.txt to determine how the superseded data were derived.
 DF0528
 DF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS850621(NAD 83)
 DF0528_MARKER: DD = SURVEY DISK
 DF0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0528_SP_SET: MILEPOST
 DF0528_STAMPING: 356 356.200
 DF0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0528
 DF0528  HISTORY     - Date     Condition        Report By
 DF0528  HISTORY     - UNK      MONUMENTED       USGS
 DF0528  HISTORY     - 1954     GOOD             NGS
 DF0528
 DF0528                          STATION DESCRIPTION
 DF0528
 DF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0528'4.7 MI W FROM MILLEDGEVILLE.
 DF0528'THE ORIGINAL DESCRIPTION IS ADEQUATE.  4.7 MILES WEST ALONG THE
 DF0528'GEORGIA RAILROAD FROM THE STATION AT MILLEDGEVILLE, BALDWIN
 DF0528'COUNTY, 3.4 MILES NORTHEAST OF BROWNS, AND IN THE TOP OF MILEPOST
 DF0528'50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0595 ***********************************************************************
 DF0595  DESIGNATION -  356
 DF0595  PID         -  DF0595
 DF0595  STATE/COUNTY-  GA/BALDWIN
 DF0595  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF0595
 DF0595                         *CURRENT SURVEY CONTROL
 DF0595  ___________________________________________________________________
 DF0595* NAD 83(1986)-  33 09 02.     (N)    083 19 04.     (W)     SCALED    
 DF0595* NAVD 88     -       108.675  (meters)     356.54   (feet)  ADJUSTED  
 DF0595  ___________________________________________________________________
 DF0595  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF0595  DYNAMIC HT  -         108.560 (meters)     356.17  (feet)  COMP
 DF0595  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 DF0595
 DF0595  VERT ORDER  -  FIRST     CLASS II
 DF0595
 DF0595.The horizontal coordinates were scaled from a topographic map and have
 DF0595.an estimated accuracy of +/- 6 seconds.
 DF0595
 DF0595.The orthometric height was determined by differential leveling
 DF0595.and adjusted by the National Geodetic Survey in June 1991..
 DF0595
 DF0595.The geoid height was determined by GEOID03.
 DF0595
 DF0595.The dynamic height is computed by dividing the NAVD 88
 DF0595.geopotential number by the normal gravity value computed on the
 DF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0595.degrees latitude (g = 980.6199 gals.).
 DF0595
 DF0595.The modeled gravity was interpolated from observed gravity values.
 DF0595
 DF0595;                    North         East    Units  Estimated Accuracy
 DF0595;SPC GA E     -   349,890.       92,620.      MT  (+/- 180 meters Scaled)
 DF0595
 DF0595                          SUPERSEDED SURVEY CONTROL
 DF0595
 DF0595  NGVD 29 (??/??/92)  108.823  (m)          357.03   (f) ADJ UNCH    1 2
 DF0595
 DF0595.Superseded values are not recommended for survey control.
 DF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0595.See file dsdata.txt to determine how the superseded data were derived.
 DF0595
 DF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS838703(NAD 83)
 DF0595_MARKER: P = PIPE CAP
 DF0595_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0595_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0595_STAMPING: 356 357.027
 DF0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0595
 DF0595  HISTORY     - Date     Condition        Report By
 DF0595  HISTORY     - UNK      MONUMENTED       USGS
 DF0595  HISTORY     - 1959     GOOD             NGS
 DF0595
 DF0595                          STATION DESCRIPTION
 DF0595
 DF0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0595'6.5 MI NW FROM MILLEDGEVILLE.
 DF0595'6.5 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 DF0595'CROSSING OF THE GEORGIA RAILROAD AT MILLEDGEVILLE, AT MILEPOST
 DF0595'S 195, 23 1/2 FEET EAST OF THE EAST RAIL, 11 FEET SOUTHEAST
 DF0595'OF THE MILEPOST, 35 FEET SOUTH OF THE FIRST TELEPHONE POLE NORTH
 DF0595'OF THE MILEPOST, 4 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE,
 DF0595'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON
 DF0595'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0529 ***********************************************************************
 DF0529  DESIGNATION -  356 USGS RESET 1957
 DF0529  PID         -  DF0529
 DF0529  STATE/COUNTY-  GA/BALDWIN
 DF0529  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0529
 DF0529                         *CURRENT SURVEY CONTROL
 DF0529  ___________________________________________________________________
 DF0529* NAD 83(1986)-  33 04 36.     (N)    083 18 09.     (W)     SCALED    
 DF0529* NAVD 88     -       109.67   (+/-2cm)     359.8    (feet)  VERTCON   
 DF0529  ___________________________________________________________________
 DF0529  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF0529
 DF0529  VERT ORDER  -  ? (See Below)
 DF0529
 DF0529.The horizontal coordinates were scaled from a topographic map and have
 DF0529.an estimated accuracy of +/- 6 seconds.
 DF0529
 DF0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0529.The vertical order pertains to the NGVD 29 superseded value.
 DF0529
 DF0529.The geoid height was determined by GEOID03.
 DF0529
 DF0529;                    North         East    Units  Estimated Accuracy
 DF0529;SPC GA E     -   341,680.       93,950.      MT  (+/- 180 meters Scaled)
 DF0529
 DF0529                          SUPERSEDED SURVEY CONTROL
 DF0529
 DF0529  NGVD 29 (??/??/92)  109.829  (m)          360.33   (f) ADJ UNCH    ?  
 DF0529
 DF0529.Superseded values are not recommended for survey control.
 DF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0529.See file dsdata.txt to determine how the superseded data were derived.
 DF0529
 DF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS850621(NAD 83)
 DF0529_MARKER: DD = SURVEY DISK
 DF0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0529_SP_SET: MILEPOST
 DF0529_STAMPING: 356 RESET 1957
 DF0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0529
 DF0529  HISTORY     - Date     Condition        Report By
 DF0529  HISTORY     - 1957     MONUMENTED       USGS
 DF0529  HISTORY     - 1959     POOR             NGS
 DF0529
 DF0529                          STATION DESCRIPTION
 DF0529
 DF0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0529'4.7 MI W FROM MILLEDGEVILLE.
 DF0529'4.7 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0529'AT MILLEDGEVILLE, 8 FEET SOUTH OF THE SOUTH RAIL, ABOUT 6 FEET
 DF0529'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF MILEPOST 50.
 DF0529'NOTE-- BM IS IN A STRUCTURE WHICH IS NOT CONSIDERED STABLE AND
 DF0529'MARK SHOULD NOT BE USED FOR PRECISE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2277 ***********************************************************************
 BT2277  DESIGNATION -  36 NDS
 BT2277  PID         -  BT2277
 BT2277  STATE/COUNTY-  GA/DOUGHERTY
 BT2277  USGS QUAD   -  ALBANY WEST (1988)
 BT2277
 BT2277                         *CURRENT SURVEY CONTROL
 BT2277  ___________________________________________________________________
 BT2277* NAD 83(1994)-  31 37 24.17632(N)    084 13 44.04555(W)     ADJUSTED  
 BT2277* NAVD 88     -        74.545  (meters)     244.57   (feet)  ADJUSTED  
 BT2277  ___________________________________________________________________
 BT2277  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT2277  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT2277  DYNAMIC HT  -          74.456 (meters)     244.28  (feet)  COMP
 BT2277  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 BT2277
 BT2277  HORZ ORDER  -  SECOND
 BT2277  VERT ORDER  -  SECOND    CLASS II
 BT2277
 BT2277.The horizontal coordinates were established by classical geodetic methods
 BT2277.and adjusted by the National Geodetic Survey in September 1997..
 BT2277.No horizontal observational check was made to the station.
 BT2277
 BT2277.The orthometric height was determined by differential leveling
 BT2277.and adjusted by the National Geodetic Survey in November 1996..
 BT2277
 BT2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2277
 BT2277.The geoid height was determined by GEOID03.
 BT2277
 BT2277.The dynamic height is computed by dividing the NAVD 88
 BT2277.geopotential number by the normal gravity value computed on the
 BT2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2277.degrees latitude (g = 980.6199 gals.).
 BT2277
 BT2277.The modeled gravity was interpolated from observed gravity values.
 BT2277
 BT2277;                    North         East     Units Scale Factor Converg.
 BT2277;SPC GA W     -   179,962.024   694,095.910   MT  0.99990043   -0 01 57.5
 BT2277;SPC GA W     -   590,425.41  2,277,213.00   sFT  0.99990043   -0 01 57.5
 BT2277;UTM  16      - 3,502,026.227   762,855.774   MT  1.00045225   +1 27 13.7
 BT2277
 BT2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2277!SPC GA W     -   0.99999252  x   0.99990043  =   0.99989295
 BT2277!UTM  16      -   0.99999252  x   1.00045225  =   1.00044476
 BT2277
 BT2277                          SUPERSEDED SURVEY CONTROL
 BT2277
 BT2277  NAD 83(1986)-  31 37 24.18230(N)    084 13 44.05185(W) AD(       ) 2
 BT2277
 BT2277.Superseded values are not recommended for survey control.
 BT2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2277.See file dsdata.txt to determine how the superseded data were derived.
 BT2277
 BT2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6285602026(NAD 83)
 BT2277_MARKER: A = ALUMINUM MARKER
 BT2277_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2277_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2277_STAMPING: 36 NDS 1987
 BT2277_MARK LOGO: ALBDOU
 BT2277_PROJECTION: RECESSED 22 CENTIMETERS
 BT2277_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2277+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2277_ROD/PIPE-DEPTH: 4.3  meters
 BT2277
 BT2277  HISTORY     - Date     Condition        Report By
 BT2277  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2277  HISTORY     - 19900301 GOOD             HOBBS
 BT2277
 BT2277                          STATION DESCRIPTION
 BT2277
 BT2277'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2277'MARK LOCATED NORTHWEST OF ALBANY, JUST ACROSS LEE COUNTY LINE IN
 BT2277'GEORGIA. MARK IS AZIMUTH MARK FOR GPS STATION---35 NDS 1987.
 BT2277'TO REACH THE MARK FROM THE JUNCTION OF FUSSELL ROAD AND HIGH ROAD, GO
 BT2277'SOUTH ON HIGH ROAD FOR 0.46 MI (0.74 KM) TO LEDO ROAD AND THE MARK ON
 BT2277'THE SOUTH SIDE OF THE INTERSECTION.
 BT2277'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2277'SURVEY, STAMPED 36 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2277'TO A REFUSAL DEPTH OF 14.0 FT (4.27 M) . THE MARK IS PROTECTED BY A
 BT2277'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2277'COVER IS 0.70 FT (0.21 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2277'ABOUT 0.71 FT (0.22 M) BELOW THE CENTERLINE OF LEDO ROAD. THE MARK IS
 BT2277'0.90 FT (0.27 M) BELOW THE TOP OF THE COVER.
 BT2277'THE MARK IS LOCATED 10.8 FT (3.29 M) NORTH OF A CHAIN-LINK FENCE, 33.7
 BT2277'FT (10.27 M) WEST OF A POWER POLE, 33.2 FT (10.12 M) NORTHWEST OF A
 BT2277'CONCRETE RIGHT-OF-WAY MARKER, 29.3 FT (8.93 M) SOUTH OF THE
 BT2277'CENTERLINE OF LEDO ROAD, AND 2452.92 FT (747.65 M) SOUTH OF THE GPS
 BT2277'STATION G 35 NDS 1987.
 BT2277
 BT2277                          STATION RECOVERY (1990)
 BT2277
 BT2277'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2277'MARK IS ABOUT 5 MILES (8.0 KM) NW OF DOWNTOWN ALBANY, AT SOUTH EDGE OF
 BT2277'LEE COUNTY, AZIMUTH MARK FOR 35 NDS 1987.  TO REACH FROM THE JUNCTION
 BT2277'OF FUSSELL ROAD AND HUGH ROAD, GO SOUTH ON HUGH ROAD FOR 0.45 MILE
 BT2277'(0.72 KM) TO LEDO ROAD AND THE MARK ON THE SOUTH SIDE OF THE
 BT2277'INTERSECTION.  TO REACH FROM ALBANY MALL SEVERAL MILES NW OF DOWNTOWN
 BT2277'ALBANY, GO NW ON DAWSON RD FOR 1.35 MILES (2.17 KM) TO LEDO RD TURNING
 BT2277'OFF RIGHT.  ALONG THE WAY AT 0.5 MILE (0.8 KM) PASS NORTH WESTOVER
 BT2277'BLVD AND AT 1.0 MILE (1.6 KM) PASS LEE/DOUGHERTY COUNTY LINE AND LARGE
 BT2277'INTERSECTION WHERE YOU CONTINUE STRAIGHT PAST THE STOP SIGN FOLLOWING
 BT2277'SIGNS FOR US 82 WEST.  AT LEDO RD TURN RIGHT AND THEN IMMEDIATELY
 BT2277'RIGHT AGAIN AND FOLLOW SE 0.35 MILE (0.56 KM) PAST RIDE SHARE PARKING
 BT2277'LOT TO MARK ON THE RIGHT AT T-INTERSECTION WITH HUGH ROAD.  CELLULAR
 BT2277'PHONE TOWER AND MANN SELF STORAGE IN NE CORNER OF THIS INTERSECTION.
 BT2277'MARK PROTECTED BY A CAST IRON VALVE BOX WITH BLANK COVER WHICH IS 0.70
 BT2277'FT (21.34 CM) BELOW GROUND AND 0.7 FT (21.3 CM) BELOW LEDO ROAD.  THE
 BT2277'DISK IS 0.90 FT (27.43 CM) BELOW THE COVER, 10.8 FT (3.3 M) NORTH OF A
 BT2277'CHAIN-LINK FENCE, 33.7 FT (10.3 M) WEST OF A POWER POLE, 33.2 FT (10.1
 BT2277'M) NW OF A CONCRETE RIGHT-OF-WAY MARKER, 29.3 FT (8.9 M) SOUTH OF LEDO
 BT2277'ROAD, AND 2452.92 FT (747.65 M) SOUTH OF G 35 NDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0535 ***********************************************************************
 DF0535  DESIGNATION -  360
 DF0535  PID         -  DF0535
 DF0535  STATE/COUNTY-  GA/BALDWIN
 DF0535  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0535
 DF0535                         *CURRENT SURVEY CONTROL
 DF0535  ___________________________________________________________________
 DF0535* NAD 83(1986)-  33 05 46.     (N)    083 15 20.     (W)     SCALED    
 DF0535* NAVD 88     -       111.108  (meters)     364.53   (feet)  ADJUSTED  
 DF0535  ___________________________________________________________________
 DF0535  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF0535  DYNAMIC HT  -         110.990 (meters)     364.14  (feet)  COMP
 DF0535  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DF0535
 DF0535  VERT ORDER  -  FIRST     CLASS II
 DF0535
 DF0535.The horizontal coordinates were scaled from a topographic map and have
 DF0535.an estimated accuracy of +/- 6 seconds.
 DF0535
 DF0535.The orthometric height was determined by differential leveling
 DF0535.and adjusted by the National Geodetic Survey in June 1991..
 DF0535.WARNING-Repeat measurements at this control monument indicate possible
 DF0535.vertical movement.
 DF0535
 DF0535.The geoid height was determined by GEOID03.
 DF0535
 DF0535.The dynamic height is computed by dividing the NAVD 88
 DF0535.geopotential number by the normal gravity value computed on the
 DF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0535.degrees latitude (g = 980.6199 gals.).
 DF0535
 DF0535.The modeled gravity was interpolated from observed gravity values.
 DF0535
 DF0535;                    North         East    Units  Estimated Accuracy
 DF0535;SPC GA E     -   343,790.       98,360.      MT  (+/- 180 meters Scaled)
 DF0535
 DF0535                          SUPERSEDED SURVEY CONTROL
 DF0535
 DF0535  NGVD 29 (??/??/92)  111.273  (m)          365.07   (f) ADJ UNCH    1 2
 DF0535
 DF0535.Superseded values are not recommended for survey control.
 DF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0535.See file dsdata.txt to determine how the superseded data were derived.
 DF0535
 DF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS895642(NAD 83)
 DF0535_MARKER: DD = SURVEY DISK
 DF0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0535_SP_SET: MILEPOST
 DF0535_STAMPING: 360 361.085
 DF0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0535
 DF0535  HISTORY     - Date     Condition        Report By
 DF0535  HISTORY     - UNK      MONUMENTED       USGS
 DF0535  HISTORY     - 1954     GOOD             NGS
 DF0535
 DF0535                          STATION DESCRIPTION
 DF0535
 DF0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0535'1.7 MI NW FROM MILLEDGEVILLE.
 DF0535'THE ORIGINAL DESCRIPTION IS ADEQUATE.  1.7 MILES WEST ALONG THE
 DF0535'GEORGIA RAILROAD FROM THE STATION AT MILLEDGEVILLE, BALDWIN COUNTY,
 DF0535'0.8 MILE NORTHWEST OF THE STATION AT STATE FARM, AND IN THE
 DF0535'TOP OF MILEPOST 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0536 ***********************************************************************
 DF0536  DESIGNATION -  360 USGS RESET 1957
 DF0536  PID         -  DF0536
 DF0536  STATE/COUNTY-  GA/BALDWIN
 DF0536  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0536
 DF0536                         *CURRENT SURVEY CONTROL
 DF0536  ___________________________________________________________________
 DF0536* NAD 83(1986)-  33 05 46.     (N)    083 15 20.     (W)     SCALED    
 DF0536* NAVD 88     -       111.11   (+/-2cm)     364.5    (feet)  VERTCON   
 DF0536  ___________________________________________________________________
 DF0536  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF0536
 DF0536  VERT ORDER  -  ? (See Below)
 DF0536
 DF0536.The horizontal coordinates were scaled from a topographic map and have
 DF0536.an estimated accuracy of +/- 6 seconds.
 DF0536
 DF0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0536.The vertical order pertains to the NGVD 29 superseded value.
 DF0536
 DF0536.The geoid height was determined by GEOID03.
 DF0536
 DF0536;                    North         East    Units  Estimated Accuracy
 DF0536;SPC GA E     -   343,790.       98,360.      MT  (+/- 180 meters Scaled)
 DF0536
 DF0536                          SUPERSEDED SURVEY CONTROL
 DF0536
 DF0536  NGVD 29 (??/??/92)  111.273  (m)          365.07   (f) ADJ UNCH    ?  
 DF0536
 DF0536.Superseded values are not recommended for survey control.
 DF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0536.See file dsdata.txt to determine how the superseded data were derived.
 DF0536
 DF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS895642(NAD 83)
 DF0536_MARKER: DD = SURVEY DISK
 DF0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0536_SP_SET: MILEPOST
 DF0536_STAMPING: 360 RESET 1957
 DF0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0536
 DF0536  HISTORY     - Date     Condition        Report By
 DF0536  HISTORY     - 1957     MONUMENTED       USGS
 DF0536  HISTORY     - 1959     POOR             NGS
 DF0536  HISTORY     - 1976     POOR             NGS
 DF0536
 DF0536                          STATION DESCRIPTION
 DF0536
 DF0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0536'1.7 MI W FROM MILLEDGEVILLE.
 DF0536'1.7 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0536'MILLEDGEVILLE, 12 FEET SOUTH OF THE SOUTH RAIL, ABOUT 6 FEET
 DF0536'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A MILEPOST.
 DF0536'(NO. M 47).  NOTE-- B.M. IS IN STRUCTURE WHICH IS NOT CONSIDERED
 DF0536'STABLE AND MARK SHOULD NOT BE USED FOR PRECISE WORK.
 DF0536
 DF0536                          STATION RECOVERY (1976)
 DF0536
 DF0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0536'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1622 ***********************************************************************
 BD1622  DESIGNATION -  37 SKS
 BD1622  PID         -  BD1622
 BD1622  STATE/COUNTY-  GA/ECHOLS
 BD1622  USGS QUAD   -  HAYLOW (1971)
 BD1622
 BD1622                         *CURRENT SURVEY CONTROL
 BD1622  ___________________________________________________________________
 BD1622* NAD 83(1986)-  30 49 31.     (N)    082 54 27.     (W)     SCALED    
 BD1622* NAVD 88     -        50.636  (meters)     166.13   (feet)  ADJUSTED  
 BD1622  ___________________________________________________________________
 BD1622  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BD1622  DYNAMIC HT  -          50.571 (meters)     165.91  (feet)  COMP
 BD1622  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 BD1622
 BD1622  VERT ORDER  -  FIRST     CLASS II
 BD1622
 BD1622.The horizontal coordinates were scaled from a topographic map and have
 BD1622.an estimated accuracy of +/- 6 seconds.
 BD1622
 BD1622.The orthometric height was determined by differential leveling
 BD1622.and adjusted by the National Geodetic Survey in June 1991..
 BD1622
 BD1622.The geoid height was determined by GEOID03.
 BD1622
 BD1622.The dynamic height is computed by dividing the NAVD 88
 BD1622.geopotential number by the normal gravity value computed on the
 BD1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1622.degrees latitude (g = 980.6199 gals.).
 BD1622
 BD1622.The modeled gravity was interpolated from observed gravity values.
 BD1622
 BD1622;                    North         East    Units  Estimated Accuracy
 BD1622;SPC GA E     -    91,720.      129,130.      MT  (+/- 180 meters Scaled)
 BD1622
 BD1622                          SUPERSEDED SURVEY CONTROL
 BD1622
 BD1622  NGVD 29 (??/??/92)   50.865  (m)          166.88   (f) ADJ UNCH    1 2
 BD1622
 BD1622.Superseded values are not recommended for survey control.
 BD1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1622.See file dsdata.txt to determine how the superseded data were derived.
 BD1622
 BD1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ175117(NAD 83)
 BD1622_MARKER: DD = SURVEY DISK
 BD1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1622_STAMPING: 37 SKS 1957 167
 BD1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1622+STABILITY: SURFACE MOTION
 BD1622
 BD1622  HISTORY     - Date     Condition        Report By
 BD1622  HISTORY     - 1957     MONUMENTED       USGS
 BD1622
 BD1622                          STATION DESCRIPTION
 BD1622
 BD1622'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 BD1622'AT HAYLOW.
 BD1622'AT HAYLOW, NEAR THE INTERSECTION OF THE ATLANTIC COAST LINE
 BD1622'RAILROAD AND THE SOUTHERN RAILWAY, 30 FEET SOUTH OF THE SOUTH
 BD1622'RAIL OF THE SOUTHERN RAILWAY, 30 3/4 FEET EAST OF THE EAST RAIL
 BD1622'OF THE ATLANTIC COAST LINE RAILROAD, 44 FEET SOUTHEAST OF THE
 BD1622'CENTER OF THE INTERSECTION OF THE TWO TRACKS, 3 FEET SOUTHEAST
 BD1622'OF THE SOUTHWEST CORNER OF A CONCRETE SIGNAL CONTROL HOUSE,
 BD1622'1 3/4 FEET SOUTH OF THE SOUTH FACE OF THE SIGNAL CONTROL HOUSE,
 BD1622'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 BD1622'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4328 ***********************************************************************
 AB4328  DESIGNATION -  371
 AB4328  PID         -  AB4328
 AB4328  STATE/COUNTY-  GA/DE KALB
 AB4328  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4328
 AB4328                         *CURRENT SURVEY CONTROL
 AB4328  ___________________________________________________________________
 AB4328* NAD 83(1994)-  33 51 48.34684(N)    084 13 06.05967(W)     ADJUSTED  
 AB4328* NAVD 88     -       338.6    (meters)    1111.     (feet)  GPS OBS   
 AB4328  ___________________________________________________________________
 AB4328  X           -     534,108.179 (meters)                     COMP
 AB4328  Y           -  -5,274,999.992 (meters)                     COMP
 AB4328  Z           -   3,534,050.019 (meters)                     COMP
 AB4328  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AB4328  ELLIP HEIGHT-         309.12  (meters)          (09/03/97) GPS OBS
 AB4328  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4328
 AB4328  HORZ ORDER  -  FIRST
 AB4328  ELLP ORDER  -  FOURTH    CLASS II
 AB4328
 AB4328.The horizontal coordinates were established by GPS observations
 AB4328.and adjusted by the National Geodetic Survey in September 1997..
 AB4328
 AB4328.The orthometric height was determined by GPS observations and a
 AB4328.high-resolution geoid model.
 AB4328
 AB4328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4328
 AB4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4328
 AB4328.The ellipsoidal height was determined by GPS observations
 AB4328.and is referenced to NAD 83.
 AB4328
 AB4328.The geoid height was determined by GEOID03.
 AB4328
 AB4328;                    North         East     Units Scale Factor Converg.
 AB4328;SPC GA W     -   428,357.868   695,218.105   MT  0.99990028   -0 01 43.7
 AB4328;SPC GA W     - 1,405,370.77  2,280,894.73   sFT  0.99990028   -0 01 43.7
 AB4328;UTM  16      - 3,750,495.793   757,328.336   MT  1.00041639   +1 33 03.0
 AB4328
 AB4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4328!SPC GA W     -   0.99995147  x   0.99990028  =   0.99985176
 AB4328!UTM  16      -   0.99995147  x   1.00041639  =   1.00036784
 AB4328
 AB4328|---------------------------------------------------------------------|
 AB4328| PID    Reference Object                     Distance      Geod. Az  |
 AB4328|                                                           dddmmss.s |
 AB4328| AB4366 5075                                288.905 METERS 19751     |
 AB4328|---------------------------------------------------------------------|
 AB4328
 AB4328                          SUPERSEDED SURVEY CONTROL
 AB4328
 AB4328  NAD 83(1994)-  33 51 48.34652(N)    084 13 06.05908(W) AD(       ) 1
 AB4328  ELLIP H (06/18/96)  309.13   (m)                       GP(       ) 4 1
 AB4328
 AB4328.Superseded values are not recommended for survey control.
 AB4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4328.See file dsdata.txt to determine how the superseded data were derived.
 AB4328
 AB4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5732850496(NAD 83)
 AB4328_MARKER: DB = BENCH MARK DISK
 AB4328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4328_STAMPING: 371
 AB4328_MARK LOGO: GA-089
 AB4328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4328+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4328
 AB4328  HISTORY     - Date     Condition        Report By
 AB4328  HISTORY     - UNK      MONUMENTED       GA-089
 AB4328  HISTORY     - 19950326 GOOD             MSI
 AB4328
 AB4328                          STATION DESCRIPTION
 AB4328
 AB4328'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4328'TO REACH THE STATION FROM THE INTERSECTION OF LAVISTA RD. AND
 AB4328'LAWRENCEVILLE HWY, PROCEED WEST ON LAVISTA RD. FOR 0.4 MI (0.6 KM) TO
 AB4328'INTERSECTION WITH CHAMBLEE-TUCKER RD., PROCEED NORTH ON CHAMBLEE
 AB4328'TUCKER RD. FOR 0.6 MI (1.0 KM) TO STATION ON EAST SIDE IN SIDEWALK IN
 AB4328'FRONT OF CIVIC 4872. STATION IS A BENCHMARK DISK SET IN A CONCRETE
 AB4328'SIDEWALK BLOCK STAMPED 371 AND IS LOCATED 13.85 M (45.44 FT) SOUTH
 AB4328'SOUTHWEST OF CENTERLINE OF DRIVEWAY TO CIVIC 4872, 1.18 M (3.87 FT)
 AB4328'EAST SOUTHEAST OF EDGE OF CHAMBLEE-TUCKER RD., 2.65 M (8.69 FT)
 AB4328'SOUTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1232 ***********************************************************************
 BE1232  DESIGNATION -  375 A USE
 BE1232  PID         -  BE1232
 BE1232  STATE/COUNTY-  GA/DECATUR
 BE1232  USGS QUAD   -  BAINBRIDGE (1974)
 BE1232
 BE1232                         *CURRENT SURVEY CONTROL
 BE1232  ___________________________________________________________________
 BE1232* NAD 83(1986)-  30 53 33.     (N)    084 37 13.     (W)     SCALED    
 BE1232* NAVD 88     -        27.812  (meters)      91.25   (feet)  ADJUSTED  
 BE1232  ___________________________________________________________________
 BE1232  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE1232  DYNAMIC HT  -          27.777 (meters)      91.13  (feet)  COMP
 BE1232  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 BE1232
 BE1232  VERT ORDER  -  SECOND    CLASS 0
 BE1232
 BE1232.The horizontal coordinates were scaled from a topographic map and have
 BE1232.an estimated accuracy of +/- 6 seconds.
 BE1232
 BE1232.The orthometric height was determined by differential leveling
 BE1232.and adjusted by the National Geodetic Survey in June 1991..
 BE1232
 BE1232.The geoid height was determined by GEOID03.
 BE1232
 BE1232.The dynamic height is computed by dividing the NAVD 88
 BE1232.geopotential number by the normal gravity value computed on the
 BE1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1232.degrees latitude (g = 980.6199 gals.).
 BE1232
 BE1232.The modeled gravity was interpolated from observed gravity values.
 BE1232
 BE1232;                    North         East    Units  Estimated Accuracy
 BE1232;SPC GA W     -    99,020.      656,630.      MT  (+/- 180 meters Scaled)
 BE1232
 BE1232                          SUPERSEDED SURVEY CONTROL
 BE1232
 BE1232  NGVD 29 (??/??/92)   27.944  (m)           91.68   (f) ADJ UNCH    2 0
 BE1232
 BE1232.Superseded values are not recommended for survey control.
 BE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1232.See file dsdata.txt to determine how the superseded data were derived.
 BE1232
 BE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV274201(NAD 83)
 BE1232_MARKER: DD = SURVEY DISK
 BE1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1232_STAMPING: 375 A 1952
 BE1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1232+STABILITY: SURFACE MOTION
 BE1232
 BE1232  HISTORY     - Date     Condition        Report By
 BE1232  HISTORY     - 1952     MONUMENTED       DOD
 BE1232  HISTORY     - 1953     GOOD             NGS
 BE1232  HISTORY     - 1974     MARK NOT FOUND   USGS
 BE1232
 BE1232                          STATION DESCRIPTION
 BE1232
 BE1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE1232'3.2 MI SW FROM BAINBRIDGE.
 BE1232'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE WEST END OF
 BE1232'BRIDGE OVER FLINT RIVER AT BAINBRIDGE, THENCE ABOUT 2.4 MILES
 BE1232'SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.85 MILE NORTHEAST OF
 BE1232'JUNCTION OF A GRADED ROAD SOUTHWEST AND A CURVE IN BLACK TOP
 BE1232'ROAD WITH TANGENTS EXTENDING WEST AND NORTHEAST, 158 1/2 FEET
 BE1232'SOUTHWEST OF BM 376/375 (U.S.E.), 39 FEET SOUTHEAST OF CENTER
 BE1232'LINE OF ROAD, 2 FEET NORTHWEST OF A FENCE LINE, 50 FEET EAST OF
 BE1232'CENTER OF SOUTHEAST END OF A 4-FOOT CONCRETE CULVERT, ABOUT 3
 BE1232'FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE1232'PROJECTING 7 INCHES.
 BE1232
 BE1232                          STATION RECOVERY (1974)
 BE1232
 BE1232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BE1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4274 ***********************************************************************
 AB4274  DESIGNATION -  376
 AB4274  PID         -  AB4274
 AB4274  STATE/COUNTY-  GA/DE KALB
 AB4274  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4274
 AB4274                         *CURRENT SURVEY CONTROL
 AB4274  ___________________________________________________________________
 AB4274* NAD 83(1994)-  33 50 48.98932(N)    084 10 35.74899(W)     ADJUSTED  
 AB4274* NAVD 88     -       325.0    (meters)    1066.     (feet)  GPS OBS   
 AB4274  ___________________________________________________________________
 AB4274  X           -     538,054.302 (meters)                     COMP
 AB4274  Y           -  -5,275,611.748 (meters)                     COMP
 AB4274  Z           -   3,532,523.569 (meters)                     COMP
 AB4274  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AB4274  ELLIP HEIGHT-         295.48  (meters)          (09/03/97) GPS OBS
 AB4274  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AB4274
 AB4274  HORZ ORDER  -  FIRST
 AB4274  ELLP ORDER  -  FOURTH    CLASS II
 AB4274
 AB4274.The horizontal coordinates were established by GPS observations
 AB4274.and adjusted by the National Geodetic Survey in September 1997..
 AB4274
 AB4274.The orthometric height was determined by GPS observations and a
 AB4274.high-resolution geoid model.
 AB4274
 AB4274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4274
 AB4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4274
 AB4274.The ellipsoidal height was determined by GPS observations
 AB4274.and is referenced to NAD 83.
 AB4274
 AB4274.The geoid height was determined by GEOID03.
 AB4274
 AB4274;                    North         East     Units Scale Factor Converg.
 AB4274;SPC GA W     -   426,528.026   699,081.043   MT  0.99990001   -0 00 19.9
 AB4274;SPC GA W     - 1,399,367.37  2,293,568.39   sFT  0.99990001   -0 00 19.9
 AB4274;UTM  16      - 3,748,772.200   761,242.307   MT  1.00044142   +1 34 24.5
 AB4274
 AB4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4274!SPC GA W     -   0.99995362  x   0.99990001  =   0.99985363
 AB4274!UTM  16      -   0.99995362  x   1.00044142  =   1.00039502
 AB4274
 AB4274                          SUPERSEDED SURVEY CONTROL
 AB4274
 AB4274  NAD 83(1994)-  33 50 48.98896(N)    084 10 35.74836(W) AD(       ) 1
 AB4274  ELLIP H (06/18/96)  295.48   (m)                       GP(       ) 4 1
 AB4274
 AB4274.Superseded values are not recommended for survey control.
 AB4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4274.See file dsdata.txt to determine how the superseded data were derived.
 AB4274
 AB4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6124248772(NAD 83)
 AB4274_MARKER: DB = BENCH MARK DISK
 AB4274_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4274_STAMPING: 376
 AB4274_MARK LOGO: GA-089
 AB4274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4274+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4274
 AB4274  HISTORY     - Date     Condition        Report By
 AB4274  HISTORY     - UNK      MONUMENTED       GA-089
 AB4274  HISTORY     - 19950327 GOOD             MSI
 AB4274
 AB4274                          STATION DESCRIPTION
 AB4274
 AB4274'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4274'TO REACH STATION FROM THE INTERSECTION OF US HWY 78 AND HUGH HOWELL
 AB4274'RD., PROCEED NORTH ON HUGH HOWELL RD. FOR 1.8 MI (2.9 KM) TO STATION
 AB4274'ON NORTH SIDE IN WESTMOST END OF DRIVEWAY TO CIVIC 5206. STATION IS A
 AB4274'BRASS DISK SET IN A CONCRETE DRIVEWAY STAMPED 376 AND IS LOCARED 7.10
 AB4274'M (23.29 FT) SOUTH OF WEST CORNER OF BRICK FENCE, 2.80 M (9.19 FT) SE
 AB4274'OF EDGE OF DRIVEWAY, 4.66 M (15.29 FT) NORTH NORTHWEST OF MAILBOX FOR
 AB4274'CIVIC 5206, 9.0 M (29.5 FT) NORTH NORTHEAST OF CENTERLINE OF HUGH
 AB4274'HOWELL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1231 ***********************************************************************
 BE1231  DESIGNATION -  376/375 B USE
 BE1231  PID         -  BE1231
 BE1231  STATE/COUNTY-  GA/DECATUR
 BE1231  USGS QUAD   -  BAINBRIDGE (1974)
 BE1231
 BE1231                         *CURRENT SURVEY CONTROL
 BE1231  ___________________________________________________________________
 BE1231* NAD 83(1986)-  30 53 32.     (N)    084 37 13.     (W)     SCALED    
 BE1231* NAVD 88     -        29.220  (meters)      95.87   (feet)  ADJUSTED  
 BE1231  ___________________________________________________________________
 BE1231  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE1231  DYNAMIC HT  -          29.183 (meters)      95.74  (feet)  COMP
 BE1231  MODELED GRAV-     979,375.6   (mgal)                       NAVD 88
 BE1231
 BE1231  VERT ORDER  -  SECOND    CLASS 0
 BE1231
 BE1231.The horizontal coordinates were scaled from a topographic map and have
 BE1231.an estimated accuracy of +/- 6 seconds.
 BE1231
 BE1231.The orthometric height was determined by differential leveling
 BE1231.and adjusted by the National Geodetic Survey in June 1991..
 BE1231
 BE1231.The geoid height was determined by GEOID03.
 BE1231
 BE1231.The dynamic height is computed by dividing the NAVD 88
 BE1231.geopotential number by the normal gravity value computed on the
 BE1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1231.degrees latitude (g = 980.6199 gals.).
 BE1231
 BE1231.The modeled gravity was interpolated from observed gravity values.
 BE1231
 BE1231;                    North         East    Units  Estimated Accuracy
 BE1231;SPC GA W     -    98,990.      656,630.      MT  (+/- 180 meters Scaled)
 BE1231
 BE1231                          SUPERSEDED SURVEY CONTROL
 BE1231
 BE1231  NGVD 29 (??/??/92)   29.352  (m)           96.30   (f) ADJ UNCH    2 0
 BE1231
 BE1231.Superseded values are not recommended for survey control.
 BE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1231.See file dsdata.txt to determine how the superseded data were derived.
 BE1231
 BE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV274200(NAD 83)
 BE1231_MARKER: DD = SURVEY DISK
 BE1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1231_STAMPING: 376 375 B 1952
 BE1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1231+STABILITY: SURFACE MOTION
 BE1231
 BE1231  HISTORY     - Date     Condition        Report By
 BE1231  HISTORY     - 1952     MONUMENTED       DOD
 BE1231  HISTORY     - 1953     GOOD             NGS
 BE1231
 BE1231                          STATION DESCRIPTION
 BE1231
 BE1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BE1231'3.2 MI SW FROM BAINBRIDGE.
 BE1231'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE WEST END OF
 BE1231'BRIDGE OVER FLINT RIVER AT BAINBRIDGE, THENCE ABOUT 2.4 MILES
 BE1231'SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.85 MILE NORTHEAST OF
 BE1231'THE JUNCTION OF A ROAD SOUTHWEST AND A CURVE IN BLACK TOP ROAD
 BE1231'WITH TANGENTS EXTENDING NORTHEAST AND WEST, AT THE SOUTHWEST
 BE1231'END OF A SHALLOW CUT, 40 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 BE1231'1 FOOT NORTHWEST OF A FENCE LINE, 80 1/2 FEET SOUTHEAST AND
 BE1231'ACROSS ROAD FROM POWER POLE NO. G-16 D 359, 158 1/2 FEET
 BE1231'NORTHEAST OF BM 375A (U.S.E.), ABOUT LEVEL WITH ROAD AND SET
 BE1231'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0553 ***********************************************************************
 DF0553  DESIGNATION -  377
 DF0553  PID         -  DF0553
 DF0553  STATE/COUNTY-  GA/BALDWIN
 DF0553  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF0553
 DF0553                         *CURRENT SURVEY CONTROL
 DF0553  ___________________________________________________________________
 DF0553* NAD 83(1986)-  33 08 22.     (N)    083 10 57.     (W)     SCALED    
 DF0553* NAVD 88     -       116.616  (meters)     382.60   (feet)  ADJUSTED  
 DF0553  ___________________________________________________________________
 DF0553  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DF0553  DYNAMIC HT  -         116.492 (meters)     382.19  (feet)  COMP
 DF0553  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 DF0553
 DF0553  VERT ORDER  -  FIRST     CLASS II
 DF0553
 DF0553.The horizontal coordinates were scaled from a topographic map and have
 DF0553.an estimated accuracy of +/- 6 seconds.
 DF0553
 DF0553.The orthometric height was determined by differential leveling
 DF0553.and adjusted by the National Geodetic Survey in June 1991..
 DF0553.WARNING-Repeat measurements at this control monument indicate possible
 DF0553.vertical movement.
 DF0553
 DF0553.The geoid height was determined by GEOID03.
 DF0553
 DF0553.The dynamic height is computed by dividing the NAVD 88
 DF0553.geopotential number by the normal gravity value computed on the
 DF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0553.degrees latitude (g = 980.6199 gals.).
 DF0553
 DF0553.The modeled gravity was interpolated from observed gravity values.
 DF0553
 DF0553;                    North         East    Units  Estimated Accuracy
 DF0553;SPC GA E     -   348,520.      105,220.      MT  (+/- 180 meters Scaled)
 DF0553
 DF0553                          SUPERSEDED SURVEY CONTROL
 DF0553
 DF0553  NGVD 29 (??/??/92)  116.780  (m)          383.14   (f) ADJ UNCH    1 2
 DF0553
 DF0553.Superseded values are not recommended for survey control.
 DF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0553.See file dsdata.txt to determine how the superseded data were derived.
 DF0553
 DF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS964688(NAD 83)
 DF0553_MARKER: DD = SURVEY DISK
 DF0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0553_SP_SET: MILEPOST
 DF0553_STAMPING: 377.493
 DF0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0553
 DF0553  HISTORY     - Date     Condition        Report By
 DF0553  HISTORY     - UNK      MONUMENTED       USGS
 DF0553  HISTORY     - 1955     GOOD             NGS
 DF0553
 DF0553                          STATION DESCRIPTION
 DF0553
 DF0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0553'4.4 MI NE FROM MILLEDGEVILLE.
 DF0553'ABOUT 4.4 MILES NE ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0553'MILLEDGEVILLE, BALDWIN COUNTY, ABOUT 2.0 MILES NE OF THE BRIDGE
 DF0553'OVER OCONEE RIVER, IN THE TOP OF NO. 41 RAILROAD MILEPOST, 9.6 FEET
 DF0553'W OF W RAIL, AND 1.6 FEET HIGHER THAN TOP OF SAME.  A STANDARD
 DF0553'U.S. GEOLOGICAL SURVEY DISK IS STAMPED 377.493 AND SET IN A DRILL
 DF0553'HOLE IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0554 ***********************************************************************
 DF0554  DESIGNATION -  377 USGS RESET 1957
 DF0554  PID         -  DF0554
 DF0554  STATE/COUNTY-  GA/BALDWIN
 DF0554  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF0554
 DF0554                         *CURRENT SURVEY CONTROL
 DF0554  ___________________________________________________________________
 DF0554* NAD 83(1986)-  33 08 17.     (N)    083 11 00.     (W)     SCALED    
 DF0554* NAVD 88     -       116.62   (+/-2cm)     382.6    (feet)  VERTCON   
 DF0554  ___________________________________________________________________
 DF0554  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DF0554
 DF0554  VERT ORDER  -  ? (See Below)
 DF0554
 DF0554.The horizontal coordinates were scaled from a topographic map and have
 DF0554.an estimated accuracy of +/- 6 seconds.
 DF0554
 DF0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0554.The vertical order pertains to the NGVD 29 superseded value.
 DF0554
 DF0554.The geoid height was determined by GEOID03.
 DF0554
 DF0554;                    North         East    Units  Estimated Accuracy
 DF0554;SPC GA E     -   348,370.      105,150.      MT  (+/- 180 meters Scaled)
 DF0554
 DF0554                          SUPERSEDED SURVEY CONTROL
 DF0554
 DF0554  NGVD 29 (??/??/92)  116.780  (m)          383.14   (f) ADJ UNCH    ?  
 DF0554
 DF0554.Superseded values are not recommended for survey control.
 DF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0554.See file dsdata.txt to determine how the superseded data were derived.
 DF0554
 DF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS963687(NAD 83)
 DF0554_MARKER: DD = SURVEY DISK
 DF0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0554_SP_SET: MILEPOST
 DF0554_STAMPING: 377 RESET 1957
 DF0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0554
 DF0554  HISTORY     - Date     Condition        Report By
 DF0554  HISTORY     - 1957     MONUMENTED       USGS
 DF0554  HISTORY     - 1959     POOR             NGS
 DF0554
 DF0554                          STATION DESCRIPTION
 DF0554
 DF0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0554'4.2 MI NE FROM MILLEDGEVILLE.
 DF0554'4.2 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0554'MILLEDGEVILLE, 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 6 FEET
 DF0554'ABOVE THE LEVEL OF THE TRACK, AND IN TOP OF MILEPOST M 41.
 DF0554'NOTE-- B.M. IS IN STRUCTURE WHICH IS NOT CONSIDERED STABLE AND MARK
 DF0554'SHOULD NOT BE USED FOR PRECISE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4329 ***********************************************************************
 AB4329  DESIGNATION -  378
 AB4329  PID         -  AB4329
 AB4329  STATE/COUNTY-  GA/DE KALB
 AB4329  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4329
 AB4329                         *CURRENT SURVEY CONTROL
 AB4329  ___________________________________________________________________
 AB4329* NAD 83(1994)-  33 50 25.98151(N)    084 10 00.04820(W)     ADJUSTED  
 AB4329* NAVD 88     -       318.4    (meters)    1045.     (feet)  GPS OBS   
 AB4329  ___________________________________________________________________
 AB4329  X           -     539,006.980 (meters)                     COMP
 AB4329  Y           -  -5,275,905.866 (meters)                     COMP
 AB4329  Z           -   3,531,931.088 (meters)                     COMP
 AB4329  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AB4329  ELLIP HEIGHT-         288.88  (meters)          (06/18/96) GPS OBS
 AB4329  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AB4329
 AB4329  HORZ ORDER  -  FIRST
 AB4329  ELLP ORDER  -  FOURTH    CLASS I
 AB4329
 AB4329.The horizontal coordinates were established by GPS observations
 AB4329.and adjusted by the National Geodetic Survey in September 1997..
 AB4329
 AB4329.The orthometric height was determined by GPS observations and a
 AB4329.high-resolution geoid model.
 AB4329
 AB4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4329
 AB4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4329
 AB4329.The ellipsoidal height was determined by GPS observations
 AB4329.and is referenced to NAD 83.
 AB4329
 AB4329.The geoid height was determined by GEOID03.
 AB4329
 AB4329;                    North         East     Units Scale Factor Converg.
 AB4329;SPC GA W     -   425,819.160   699,998.761   MT  0.99990000   -0 00 00.0
 AB4329;SPC GA W     - 1,397,041.69  2,296,579.27   sFT  0.99990000   -0 00 00.0
 AB4329;UTM  16      - 3,748,088.516   762,179.718   MT  1.00044747   +1 34 43.4
 AB4329
 AB4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4329!SPC GA W     -   0.99995465  x   0.99990000  =   0.99985466
 AB4329!UTM  16      -   0.99995465  x   1.00044747  =   1.00040210
 AB4329
 AB4329|---------------------------------------------------------------------|
 AB4329| PID    Reference Object                     Distance      Geod. Az  |
 AB4329|                                                           dddmmss.s |
 AB4329| AB4368 5082                                285.980 METERS 13246     |
 AB4329|---------------------------------------------------------------------|
 AB4329
 AB4329                          SUPERSEDED SURVEY CONTROL
 AB4329
 AB4329  NAD 83(1994)-  33 50 25.98115(N)    084 10 00.04748(W) AD(       ) 1
 AB4329
 AB4329.Superseded values are not recommended for survey control.
 AB4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4329.See file dsdata.txt to determine how the superseded data were derived.
 AB4329
 AB4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6218048089(NAD 83)
 AB4329_MARKER: DB = BENCH MARK DISK
 AB4329_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4329_STAMPING: 378
 AB4329_MARK LOGO: GA-089
 AB4329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4329+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4329
 AB4329  HISTORY     - Date     Condition        Report By
 AB4329  HISTORY     - UNK      MONUMENTED       GA-089
 AB4329  HISTORY     - 19950326 GOOD             MSI
 AB4329
 AB4329                          STATION DESCRIPTION
 AB4329
 AB4329'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4329'TO REACH THE STATION FROM THE INTERSECTION OF HUGH HOWELL RD. AND
 AB4329'LILBURN / STONE MOUNTAIN RD., PROCEED NORTH ALONG HUGH HOWELL RD. FOR
 AB4329'1.0 MI (1.6 KM) TO STATION ON THE RIGHT-HAND-SIDE IN THE DRIVEWAY TO
 AB4329'CIVIC 5508. STATION IS A BENCHMARK DISK SET IN A CONCRETE DRIVEWAY
 AB4329'STAMPED 378 AND IS LOCATED 21.6 FT (6.6 M) EAST OF MAILBOX FOR CIVIC
 AB4329'5508, 29.8 FT (9.1 M) SOUTH SOUTHEAST OF PINE TREE, 28.6 FT (8.7 M)
 AB4329'NORTH EAST OF CENTERLINE OF HUGH HOWELL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2278 ***********************************************************************
 BT2278  DESIGNATION -  38 NDS
 BT2278  PID         -  BT2278
 BT2278  STATE/COUNTY-  GA/DOUGHERTY
 BT2278  USGS QUAD   -  ALBANY EAST (1988)
 BT2278
 BT2278                         *CURRENT SURVEY CONTROL
 BT2278  ___________________________________________________________________
 BT2278* NAD 83(1994)-  31 31 48.77993(N)    084 05 21.15010(W)     ADJUSTED  
 BT2278* NAVD 88     -        62.225  (meters)     204.15   (feet)  ADJUSTED  
 BT2278  ___________________________________________________________________
 BT2278  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BT2278  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BT2278  DYNAMIC HT  -          62.149 (meters)     203.90  (feet)  COMP
 BT2278  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 BT2278
 BT2278  HORZ ORDER  -  SECOND
 BT2278  VERT ORDER  -  SECOND    CLASS II
 BT2278
 BT2278.The horizontal coordinates were established by classical geodetic methods
 BT2278.and adjusted by the National Geodetic Survey in September 1997..
 BT2278.No horizontal observational check was made to the station.
 BT2278
 BT2278.The orthometric height was determined by differential leveling
 BT2278.and adjusted by the National Geodetic Survey in November 1996..
 BT2278
 BT2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2278
 BT2278.The geoid height was determined by GEOID03.
 BT2278
 BT2278.The dynamic height is computed by dividing the NAVD 88
 BT2278.geopotential number by the normal gravity value computed on the
 BT2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2278.degrees latitude (g = 980.6199 gals.).
 BT2278
 BT2278.The modeled gravity was interpolated from observed gravity values.
 BT2278
 BT2278;                    North         East     Units Scale Factor Converg.
 BT2278;SPC GA W     -   169,633.820   707,355.617   MT  0.99990067   +0 02 25.8
 BT2278;SPC GA W     -   556,540.29  2,320,715.89   sFT  0.99990067   +0 02 25.8
 BT2278;UTM  16      - 3,492,039.058   776,386.676   MT  1.00054229   +1 31 23.4
 BT2278
 BT2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2278!SPC GA W     -   0.99999448  x   0.99990067  =   0.99989516
 BT2278!UTM  16      -   0.99999448  x   1.00054229  =   1.00053677
 BT2278
 BT2278                          SUPERSEDED SURVEY CONTROL
 BT2278
 BT2278  NAD 83(1986)-  31 31 48.78581(N)    084 05 21.15644(W) AD(       ) 2
 BT2278
 BT2278.Superseded values are not recommended for survey control.
 BT2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2278.See file dsdata.txt to determine how the superseded data were derived.
 BT2278
 BT2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7638792039(NAD 83)
 BT2278_MARKER: A = ALUMINUM MARKER
 BT2278_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2278_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2278_STAMPING: 38 NDS 1987
 BT2278_MARK LOGO: ALBDOU
 BT2278_PROJECTION: RECESSED 9 CENTIMETERS
 BT2278_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2278+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2278_ROD/PIPE-DEPTH: 6.4  meters
 BT2278
 BT2278  HISTORY     - Date     Condition        Report By
 BT2278  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2278  HISTORY     - 19900301 GOOD             HOBBS
 BT2278
 BT2278                          STATION DESCRIPTION
 BT2278
 BT2278'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2278'MARK LOCATED SOUTH OF ALBANY ALONG MOULTRIE ROAD---GA HIGHWAY 133---IN
 BT2278'DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH MARK FOR GPS STATION---G
 BT2278'37 NDS 1987.
 BT2278'TO REACH THE MARK FROM THE JUNCTION OF MOULTRIE ROAD AND MOCK ROAD, GO
 BT2278'SOUTHEAST ALONG MOULTRIE ROAD FOR 0.83 MI (1.34 KM) TO THE MARK ON
 BT2278'THE NORTHEAST SIDE OF THE ROAD.
 BT2278'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2278'SURVEY, STAMPED 38 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2278'TO A REFUSAL DEPTH OF 21.0 FT (6.40 M) . THE MARK IS PROTECTED BY A
 BT2278'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER.THE TOP OF THE COVER
 BT2278'IS 0.30 FT (0.09 M) BELOW THE SURFACE OF THE GROUND, AND IS ABOUT
 BT2278'1.84 FT (0.56 M) BELOW THE CENTERLINE OF MOULTRIE ROAD. THE MARK IS
 BT2278'ABOUT 1.00 FT (0.30 M) BELOW THE TOP OF THE COVER.
 BT2278'THE MARK IS LOCATED 45.1 FT (13.75 M) NORTHEAST OF THE CENTERLINE OF
 BT2278'MOULTRIE ROAD, 5.2 FT (1.58 M) WEST OF A CONCRETE MONUMENT, 18.7 FT
 BT2278'(5.70 M) EAST OF THE CENTER OF THE SOUTHEAST END OF AN 18 RCP
 BT2278'CROSS-DRAIN UNDER A CONCRETE DRIVEWAY TO THE NORTHEAST OF MOULTRIE
 BT2278'ROAD, AND 9656.3 FT (2943.25 M) SOUTHEAST OF THE GPS STATION---G 37
 BT2278'NDS 1987.
 BT2278
 BT2278                          STATION RECOVERY (1990)
 BT2278
 BT2278'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2278'MARK IS ABOUT 5 MILES (8.0 KM) SE OF DOWNTOWN ALBANY, AZIMUTH MARK FOR
 BT2278'G 37 NDS 1987.  TO REACH FROM THE JUNCTION OF MOULTRIE ROAD AND MOCK
 BT2278'ROAD, GO SOUTHEAST ALONG MOULTRIE ROAD FOR 0.85 MILE (1.37 KM) TO THE
 BT2278'MARK ON THE NORTHEAST SIDE OF THE ROAD INSIDE CAST IRON VALVE BOX WITH
 BT2278'BLANK COVER WHICH IS 0.30 FT (9.14 CM) BELOW GROUND AND 1.8 FT (0.5 M)
 BT2278'BELOW MOULTRIE ROAD.  THE MARK IS ABOUT 1.00 FT (0.30 M) BELOW THE
 BT2278'COVER, 45.1 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF MOULTRIE ROAD,
 BT2278'5.2 FT (1.6 M) WEST OF A CONCRETE MONUMENT, 18.7 FT (5.7 M) EAST OF
 BT2278'THE CENTER OF THE SOUTHEAST END OF AN 18-INCH RCP CROSS-DRAIN UNDER A
 BT2278'CONCRETE DRIVEWAY TO THE NORTHEAST OF MOULTRIE ROAD, AND 9656.3 FT
 BT2278'(2943.2 M) SOUTHEAST OF THE GPS STATION---G 37 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4277 ***********************************************************************
 AB4277  DESIGNATION -  380
 AB4277  PID         -  AB4277
 AB4277  STATE/COUNTY-  GA/DE KALB
 AB4277  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4277
 AB4277                         *CURRENT SURVEY CONTROL
 AB4277  ___________________________________________________________________
 AB4277* NAD 83(1994)-  33 49 34.56170(N)    084 09 14.30714(W)     ADJUSTED  
 AB4277* NAVD 88     -       267.5    (meters)     878.     (feet)  GPS OBS   
 AB4277  ___________________________________________________________________
 AB4277  X           -     540,262.494 (meters)                     COMP
 AB4277  Y           -  -5,276,621.738 (meters)                     COMP
 AB4277  Z           -   3,530,586.712 (meters)                     COMP
 AB4277  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AB4277  ELLIP HEIGHT-         238.03  (meters)          (09/03/97) GPS OBS
 AB4277  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AB4277
 AB4277  HORZ ORDER  -  FIRST
 AB4277  ELLP ORDER  -  FOURTH    CLASS II
 AB4277
 AB4277.The horizontal coordinates were established by GPS observations
 AB4277.and adjusted by the National Geodetic Survey in September 1997..
 AB4277
 AB4277.The orthometric height was determined by GPS observations and a
 AB4277.high-resolution geoid model.
 AB4277
 AB4277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4277
 AB4277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4277
 AB4277.The ellipsoidal height was determined by GPS observations
 AB4277.and is referenced to NAD 83.
 AB4277
 AB4277.The geoid height was determined by GEOID03.
 AB4277
 AB4277;                    North         East     Units Scale Factor Converg.
 AB4277;SPC GA W     -   424,235.098   701,174.855   MT  0.99990002   +0 00 25.4
 AB4277;SPC GA W     - 1,391,844.65  2,300,437.84   sFT  0.99990002   +0 00 25.4
 AB4277;UTM  16      - 3,746,536.596   763,399.672   MT  1.00045538   +1 35 06.8
 AB4277
 AB4277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4277!SPC GA W     -   0.99996263  x   0.99990002  =   0.99986266
 AB4277!UTM  16      -   0.99996263  x   1.00045538  =   1.00041800
 AB4277
 AB4277                          SUPERSEDED SURVEY CONTROL
 AB4277
 AB4277  NAD 83(1994)-  33 49 34.56134(N)    084 09 14.30627(W) AD(       ) 1
 AB4277  ELLIP H (06/18/96)  238.03   (m)                       GP(       ) 4 1
 AB4277
 AB4277.Superseded values are not recommended for survey control.
 AB4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4277.See file dsdata.txt to determine how the superseded data were derived.
 AB4277
 AB4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6340046537(NAD 83)
 AB4277_MARKER: DB = BENCH MARK DISK
 AB4277_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4277+WITH SETTING: PAVEMENT
 AB4277_SP_SET: CONCRETE MEDIAN
 AB4277_STAMPING: 380
 AB4277_MARK LOGO: GA-089
 AB4277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4277+STABILITY: SURFACE MOTION
 AB4277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4277+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4277
 AB4277  HISTORY     - Date     Condition        Report By
 AB4277  HISTORY     - UNK      MONUMENTED       GA-089
 AB4277  HISTORY     - 19950327 GOOD             MSI
 AB4277
 AB4277                          STATION DESCRIPTION
 AB4277
 AB4277'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4277'TO REACH THE STATION FROM THE INTERSECTION OF STONE MOUNTAIN BY-PASS
 AB4277'(HIGHWAY 78) AND HOWELL ROAD, PROCEED NORTH ON HOWELL ROAD FOR 0.3 MI
 AB4277'(0.5 KM) TO THE INTERSECTION WITH LILBURN-STONE MOUNTAIN ROAD AND THE
 AB4277'STATION ON THE LEFT IN THE MEDIAN ON SOUTH SIDE OF INTERSECTION.
 AB4277'STATION IS BENCHMARK DISK SET IN A CONCRETE MEDIAN STAMPED 380 AND IS
 AB4277'LOCATED 10.1 FT (3.1 M) SSE OF WARNING SIGN, 16.5 FT (5.0 M) SSE OF
 AB4277'END OF MEDIAN, 3.0 FT (0.9 M) NNE OF WESTERN EDGE OF MEDIAN, AND 2.9
 AB4277'FT (0.9 M) WSW OF EASTERN EDGE OF MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0694 ***********************************************************************
 CL0694  DESIGNATION -  381 MC USGS
 CL0694  PID         -  CL0694
 CL0694  STATE/COUNTY-  GA/DODGE
 CL0694  USGS QUAD   -  EMPIRE (1974)
 CL0694
 CL0694                         *CURRENT SURVEY CONTROL
 CL0694  ___________________________________________________________________
 CL0694* NAD 83(1986)-  32 20 23.     (N)    083 17 53.     (W)     SCALED    
 CL0694* NAVD 88     -       116.132  (meters)     381.01   (feet)  ADJUSTED  
 CL0694  ___________________________________________________________________
 CL0694  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CL0694  DYNAMIC HT  -         115.999 (meters)     380.57  (feet)  COMP
 CL0694  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CL0694
 CL0694  VERT ORDER  -  FIRST     CLASS II
 CL0694
 CL0694.The horizontal coordinates were scaled from a topographic map and have
 CL0694.an estimated accuracy of +/- 6 seconds.
 CL0694
 CL0694.The orthometric height was determined by differential leveling
 CL0694.and adjusted by the National Geodetic Survey in June 1991..
 CL0694
 CL0694.The geoid height was determined by GEOID03.
 CL0694
 CL0694.The dynamic height is computed by dividing the NAVD 88
 CL0694.geopotential number by the normal gravity value computed on the
 CL0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0694.degrees latitude (g = 980.6199 gals.).
 CL0694
 CL0694.The modeled gravity was interpolated from observed gravity values.
 CL0694
 CL0694;                    North         East    Units  Estimated Accuracy
 CL0694;SPC GA E     -   259,950.       93,500.      MT  (+/- 180 meters Scaled)
 CL0694
 CL0694                          SUPERSEDED SURVEY CONTROL
 CL0694
 CL0694  NGVD 29 (??/??/92)  116.315  (m)          381.61   (f) ADJ UNCH    1 2
 CL0694
 CL0694.Superseded values are not recommended for survey control.
 CL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0694.See file dsdata.txt to determine how the superseded data were derived.
 CL0694
 CL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR837804(NAD 83)
 CL0694_MARKER: DD = SURVEY DISK
 CL0694_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL0694_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL0694_STAMPING: 381.072 381 MC MOREHEAD 1898
 CL0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0694
 CL0694  HISTORY     - Date     Condition        Report By
 CL0694  HISTORY     - 1898     MONUMENTED       USGS
 CL0694  HISTORY     - 1959     GOOD             NGS
 CL0694  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 CL0694  HISTORY     - 1979     GOOD             NGS
 CL0694
 CL0694                          STATION DESCRIPTION
 CL0694
 CL0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0694'AT EMPIRE.
 CL0694'AT EMPIRE, ALONG THE SOUTHERN RAILWAY, ABOUT 0.1 MILE NORTHWEST OF
 CL0694'MILEPOST 285, NEAR THE CROSSING OF STATE HIGHWAY 257, BETWEEN
 CL0694'THE TRACK AND A DIRT ROAD PARALLELING THE TRACK, 11 FEET SOUTHWEST
 CL0694'OF THE SOUTHWEST RAIL, 194 FEET NORTHWEST OF THE CENTER LINE
 CL0694'OF THE CROSSING OF STATE HIGHWAY 257, 50 1/2 FEET NORTHEAST OF THE
 CL0694'CENTER LINE OF THE DIRT ROAD PARALLELING THE TRACK, 100 FEET
 CL0694'EAST-NORTHEAST OF AND ACROSS THE DIRT ROAD FROM BENCH MARK T 16,
 CL0694'26 FEET NORTHEAST OF THE FIRST TELEPHONE POLE NORTHWEST OF THE
 CL0694'HIGHWAY, 1/2 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT 2 FEET
 CL0694'BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2 INCH
 CL0694'IRON PIPE ENCASED IN A 12-INCH TILE WHICH IS 14 INCHES BELOW THE
 CL0694'SURFACE OF THE GROUND.
 CL0694
 CL0694                          STATION RECOVERY (1976)
 CL0694
 CL0694'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL0694'MARK NOT FOUND.
 CL0694
 CL0694                          STATION RECOVERY (1979)
 CL0694
 CL0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0248 ***********************************************************************
 DF0248  DESIGNATION -  393
 DF0248  PID         -  DF0248
 DF0248  STATE/COUNTY-  GA/JEFFERSON
 DF0248  USGS QUAD   -  MATTHEWS (1950)
 DF0248
 DF0248                         *CURRENT SURVEY CONTROL
 DF0248  ___________________________________________________________________
 DF0248* NAD 83(1986)-  33 12 40.     (N)    082 18 30.     (W)     SCALED    
 DF0248* NAVD 88     -       119.880  (meters)     393.31   (feet)  ADJUSTED  
 DF0248  ___________________________________________________________________
 DF0248  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF0248  DYNAMIC HT  -         119.750 (meters)     392.88  (feet)  COMP
 DF0248  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 DF0248
 DF0248  VERT ORDER  -  SECOND    CLASS 0
 DF0248
 DF0248.The horizontal coordinates were scaled from a topographic map and have
 DF0248.an estimated accuracy of +/- 6 seconds.
 DF0248
 DF0248.The orthometric height was determined by differential leveling
 DF0248.and adjusted by the National Geodetic Survey in June 1991..
 DF0248
 DF0248.The geoid height was determined by GEOID03.
 DF0248
 DF0248.The dynamic height is computed by dividing the NAVD 88
 DF0248.geopotential number by the normal gravity value computed on the
 DF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0248.degrees latitude (g = 980.6199 gals.).
 DF0248
 DF0248.The modeled gravity was interpolated from observed gravity values.
 DF0248
 DF0248;                    North         East    Units  Estimated Accuracy
 DF0248;SPC GA E     -   356,020.      186,790.      MT  (+/- 180 meters Scaled)
 DF0248
 DF0248                          SUPERSEDED SURVEY CONTROL
 DF0248
 DF0248  NGVD 29 (??/??/92)  120.066  (m)          393.92   (f) ADJ UNCH    2 0
 DF0248
 DF0248.Superseded values are not recommended for survey control.
 DF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0248.See file dsdata.txt to determine how the superseded data were derived.
 DF0248
 DF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS780754(NAD 83)
 DF0248_MARKER: P = PIPE CAP
 DF0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0248_STAMPING: 393 393 1918
 DF0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0248
 DF0248  HISTORY     - Date     Condition        Report By
 DF0248  HISTORY     - 1918     MONUMENTED       USGS
 DF0248  HISTORY     - 1955     SEE DESCRIPTION  NGS
 DF0248
 DF0248                          STATION DESCRIPTION
 DF0248
 DF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0248'AT MATTHEWS.
 DF0248'SUSPECTED MOVED-- REPORTED BENT IN 1934, NOW APPARENTLY STRAIGHT-- 15
 DF0248'FEET N OF N RAIL IN 1934, NOW 29 FEET N OF CENTER OF ROAD WHICH IS
 DF0248'SAID TO BE LENGTHWISE CENTERED ON THE OLD RAILROAD.  USE WITH CAUTION.
 DF0248'AT MATTHEWS, JEFFERSON COUNTY, IN THE NW ANGLE OF THE MAIN CORNER
 DF0248'IN TOWN AT CROSSING OF NO. 88 GEORGIA HIGHWAY AND A PAVED COUNTY
 DF0248'ROAD, 29 FEET N OF THE CENTER OF THE FORMER, 25 FEET W OF THE CENTER
 DF0248'OF THE LATTER, 42.2 FEET SE OF THE SE CORNER OF A CONCRETE BLOCK
 DF0248'STORE BUILDING, AND 27.4 FEET E OF THE PROJECTED PLANE OF THE E
 DF0248'WALL OF SAME.  A STANDARD U.S. GEOLOGICAL SURVEY DISK IS STAMPED
 DF0248'393 393 1918 AND PROJECTS 0.7 FOOT.  USE WITH CAUTION-- SEE PRESENT
 DF0248'CONDITION ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4332 ***********************************************************************
 AB4332  DESIGNATION -  397
 AB4332  PID         -  AB4332
 AB4332  STATE/COUNTY-  GA/DE KALB
 AB4332  USGS QUAD   -  CONYERS (1982)
 AB4332
 AB4332                         *CURRENT SURVEY CONTROL
 AB4332  ___________________________________________________________________
 AB4332* NAD 83(1994)-  33 44 03.58434(N)    084 03 07.65876(W)     ADJUSTED  
 AB4332* NAVD 88     -       243.8    (meters)     800.     (feet)  GPS OBS   
 AB4332  ___________________________________________________________________
 AB4332  X           -     550,226.696 (meters)                     COMP
 AB4332  Y           -  -5,281,273.287 (meters)                     COMP
 AB4332  Z           -   3,522,097.318 (meters)                     COMP
 AB4332  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AB4332  ELLIP HEIGHT-         214.53  (meters)          (09/03/97) GPS OBS
 AB4332  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AB4332
 AB4332  HORZ ORDER  -  FIRST
 AB4332  ELLP ORDER  -  FOURTH    CLASS II
 AB4332
 AB4332.The horizontal coordinates were established by GPS observations
 AB4332.and adjusted by the National Geodetic Survey in September 1997..
 AB4332
 AB4332.The orthometric height was determined by GPS observations and a
 AB4332.high-resolution geoid model.
 AB4332
 AB4332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4332
 AB4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4332
 AB4332.The ellipsoidal height was determined by GPS observations
 AB4332.and is referenced to NAD 83.
 AB4332
 AB4332.The geoid height was determined by GEOID03.
 AB4332
 AB4332;                    North         East     Units Scale Factor Converg.
 AB4332;SPC GA W     -   414,044.301   710,613.452   MT  0.99990139   +0 03 49.0
 AB4332;SPC GA W     - 1,358,410.34  2,331,404.30   sFT  0.99990139   +0 03 49.0
 AB4332;UTM  16      - 3,736,603.472   773,120.734   MT  1.00051971   +1 38 17.1
 AB4332;UTM  17      - 3,736,884.701   217,216.575   MT  1.00058595   -1 41 46.0
 AB4332
 AB4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4332!SPC GA W     -   0.99996632  x   0.99990139  =   0.99986772
 AB4332!UTM  16      -   0.99996632  x   1.00051971  =   1.00048601
 AB4332!UTM  17      -   0.99996632  x   1.00058595  =   1.00055225
 AB4332
 AB4332:                Primary Azimuth Mark                     Grid Az
 AB4332:SPC GA W     -  5183                                     270 52 47.9
 AB4332:UTM  16      -  5183                                     269 18 19.8
 AB4332:UTM  17      -  5183                                     272 38 22.9
 AB4332
 AB4332|---------------------------------------------------------------------|
 AB4332| PID    Reference Object                     Distance      Geod. Az  |
 AB4332|                                                           dddmmss.s |
 AB4332| AB4420 5183                                426.878 METERS 2705636.9 |
 AB4332|---------------------------------------------------------------------|
 AB4332
 AB4332                          SUPERSEDED SURVEY CONTROL
 AB4332
 AB4332  NAD 83(1994)-  33 44 03.58408(N)    084 03 07.65822(W) AD(       ) 1
 AB4332  ELLIP H (06/18/96)  214.55   (m)                       GP(       ) 4 1
 AB4332
 AB4332.Superseded values are not recommended for survey control.
 AB4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4332.See file dsdata.txt to determine how the superseded data were derived.
 AB4332
 AB4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7312136603(NAD 83)
 AB4332_MARKER: DB = BENCH MARK DISK
 AB4332_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4332_STAMPING: 397
 AB4332_MARK LOGO: GA-089
 AB4332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4332+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4332
 AB4332  HISTORY     - Date     Condition        Report By
 AB4332  HISTORY     - UNK      MONUMENTED       GA-089
 AB4332  HISTORY     - 19950327 GOOD             MSI
 AB4332
 AB4332                          STATION DESCRIPTION
 AB4332
 AB4332'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4332'TO REACH THE STATION FROM THE INTERSECTION OF PLEASANT HILL RD. AND
 AB4332'NORRIS LAKE DRIVE, PROCEED SOUTHWEST ALONG PLEASANT HILL RD. FOR 1.1
 AB4332'MI (1.8 KM) TO STATION ON SOUTH SIDE IN CONCRETE DRIVEWAY TO CIVIC
 AB4332'8233/8249. STATION IS A BRASS DISK SET IN A CONCRETE DRIVEWAY STAMPED
 AB4332'397 AND IS LOCATED 7 FT (2.1 M) NORTHEAST OF CORNER OF FENCELINE, 0.85
 AB4332'FT (25.91 CM) EAST OF WEST EDGE OF DRIVEWAY, 37 FT (11.3 M) SOUTH OF
 AB4332'CENTERLINE OF PLEASANT HILL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2462 ***********************************************************************
 CL2462  DESIGNATION -  3B 10D
 CL2462  PID         -  CL2462
 CL2462  STATE/COUNTY-  GA/PULASKI
 CL2462  USGS QUAD   -  HAWKINSVILLE (1985)
 CL2462
 CL2462                         *CURRENT SURVEY CONTROL
 CL2462  ___________________________________________________________________
 CL2462* NAD 83(1994)-  32 18 10.56079(N)    083 29 51.69904(W)     ADJUSTED  
 CL2462* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 CL2462  ___________________________________________________________________
 CL2462  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CL2462  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CL2462
 CL2462  HORZ ORDER  -  THIRD
 CL2462
 CL2462.The horizontal coordinates were established by classical geodetic methods
 CL2462.and adjusted by the National Geodetic Survey in September 1997..
 CL2462
 CL2462.The orthometric height was scaled from a topographic map.
 CL2462
 CL2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2462
 CL2462.The geoid height was determined by GEOID03.
 CL2462
 CL2462;                    North         East     Units Scale Factor Converg.
 CL2462;SPC GA W     -   255,502.188   762,998.910   MT  0.99994893   +0 21 27.0
 CL2462;SPC GA W     -   838,260.10  2,503,272.26   sFT  0.99994893   +0 21 27.0
 CL2462;UTM  17      - 3,576,754.753   264,826.221   MT  1.00028208   -1 20 07.3
 CL2462
 CL2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2462!SPC GA W     -   0.99998892  x   0.99994893  =   0.99993785
 CL2462!UTM  17      -   0.99998892  x   1.00028208  =   1.00027100
 CL2462
 CL2462|---------------------------------------------------------------------|
 CL2462| PID    Reference Object                     Distance      Geod. Az  |
 CL2462|                                                           dddmmss.s |
 CL2462| CL2977 3B 10D RM 1                          46.555 METERS 03016     |
 CL2462| CL2978 3B 10D RM 2                          71.153 METERS 12642     |
 CL2462| CL2461 HAWKINSVILLE ALUM MUN TANK          APPROX. 3.4 KM 1402827.7 |
 CL2462| CL2467 CHANDLER                            APPROX. 3.7 KM 1855404.5 |
 CL2462|---------------------------------------------------------------------|
 CL2462
 CL2462                          SUPERSEDED SURVEY CONTROL
 CL2462
 CL2462  NAD 83(1986)-  32 18 10.56357(N)    083 29 51.69670(W) AD(       ) 3
 CL2462  NAD 27      -  32 18 09.99000(N)    083 29 52.05900(W) AD(       ) 3
 CL2462
 CL2462.Superseded values are not recommended for survey control.
 CL2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2462.See file dsdata.txt to determine how the superseded data were derived.
 CL2462
 CL2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR6482676755(NAD 83)
 CL2462_MARKER: DS = TRIANGULATION STATION DISK
 CL2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2462
 CL2462  HISTORY     - Date     Condition        Report By
 CL2462  HISTORY     - 1935     MONUMENTED       GAGS
 CL2462
 CL2462                          STATION DESCRIPTION
 CL2462
 CL2462'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CL2462'ABOUT 2.2 MILES NORTHWEST OF HAWKINSVILLE, ON NORTHEAST SIDE OF
 CL2462'U.S. HIGHWAY 341, 27.81 FEET NORTHEAST OF CENTER LINE OF HIGHWAY
 CL2462'AND ABOUT 3 FEET SOUTHWEST OF WIRE FENCE PARALLELING HIGHWAY.  TO
 CL2462'REACH FROM COURTHOUSE AT HAWKINSVILLE, FOLLOW U.S. HIGHWAY 341
 CL2462'NORTHWEST FOR 0.2 MILE TO JUNCTION WITH STATE HIGHWAY 26 AND TURN
 CL2462'RIGHT ON U.S. HIGHWAY 341 FOR 2.0 MILES TO TOP OF GRADE AND STATION
 CL2462'ON RIGHT.  ORIGINAL STATE SURVEY STANDARD DISK WAS REPLACED BY
 CL2462'STANDARD DISKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT
 CL2462'6 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 CL2462'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES,
 CL2462'IS ON PROPERTY OCCUPIED BY B.K. RICHARDSON, 10 FEET SOUTH OF CENTER
 CL2462'LINE OF FARM LANE, 5 FEET WEST OF NORTH CORNER OF BARN, 1 FOOT SOUTH
 CL2462'OF EAST-WEST WIRE FENCE LINE AND 152.74 FEET NORTH OF STATION
 CL2462'N 30 DEG 16 MIN E.  NO. 2 PROJECTS ABOUT 4 INCHES, IS 28.31
 CL2462'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTHWEST OF WIRE
 CL2462'FENCE LINE AND 233.44 FEET SOUTHEAST OF STATION S 53 DEG 18 MIN E.
 CL2462'HAWKINSVILLE, ALUM. MUNICIPAL TANK (SEE DESCRIPTION
 CL2462'THEREOF) (AZIMUTH) IS 2.0 MILES SOUTHEAST OF STATION
 CL2462'S 39 DEG 31 MIN E.  3B-11 (GA. GEOD. S.) IS 0.75 MILE FROM
 CL2462'STATION N 53 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2482 ***********************************************************************
 CL2482  DESIGNATION -  3B 26B GAGS 1935
 CL2482  PID         -  CL2482
 CL2482  STATE/COUNTY-  GA/HOUSTON
 CL2482  USGS QUAD   -  PERRY EAST (1985)
 CL2482
 CL2482                         *CURRENT SURVEY CONTROL
 CL2482  ___________________________________________________________________
 CL2482* NAD 83(1994)-  32 27 30.81419(N)    083 43 48.97626(W)     ADJUSTED  
 CL2482* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CL2482  ___________________________________________________________________
 CL2482  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CL2482  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CL2482
 CL2482  HORZ ORDER  -  THIRD
 CL2482
 CL2482.The horizontal coordinates were established by classical geodetic methods
 CL2482.and adjusted by the National Geodetic Survey in September 1997..
 CL2482
 CL2482.The orthometric height was scaled from a topographic map.
 CL2482
 CL2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2482
 CL2482.The geoid height was determined by GEOID03.
 CL2482
 CL2482;                    North         East     Units Scale Factor Converg.
 CL2482;SPC GA W     -   272,645.674   741,025.896   MT  0.99992075   +0 14 03.2
 CL2482;SPC GA W     -   894,505.02  2,431,182.46   sFT  0.99992075   +0 14 03.2
 CL2482;UTM  17      - 3,594,548.611   243,361.556   MT  1.00041226   -1 27 58.0
 CL2482
 CL2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2482!SPC GA W     -   0.99998694  x   0.99992075  =   0.99990769
 CL2482!UTM  17      -   0.99998694  x   1.00041226  =   1.00039919
 CL2482
 CL2482|---------------------------------------------------------------------|
 CL2482| PID    Reference Object                     Distance      Geod. Az  |
 CL2482|                                                           dddmmss.s |
 CL2482| CL2480 PERRY                               326.497 METERS 24316     |
 CL2482|---------------------------------------------------------------------|
 CL2482
 CL2482                          SUPERSEDED SURVEY CONTROL
 CL2482
 CL2482  NAD 83(1986)-  32 27 30.81827(N)    083 43 48.97480(W) AD(       ) 3
 CL2482  NAD 27      -  32 27 30.28000(N)    083 43 49.30200(W) AD(       ) 3
 CL2482
 CL2482.Superseded values are not recommended for survey control.
 CL2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2482.See file dsdata.txt to determine how the superseded data were derived.
 CL2482
 CL2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4336294549(NAD 83)
 CL2482_MARKER: Z = SEE DESCRIPTION
 CL2482_SETTING: 0 = UNSPECIFIED SETTING
 CL2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL2482
 CL2482  HISTORY     - Date     Condition        Report By
 CL2482  HISTORY     - 1935     MONUMENTED       GAGS
 CL2482
 CL2482                          STATION DESCRIPTION
 CL2482
 CL2482'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CL2482'AT PERRY, 0.2 MILE EAST OF NEW PERRY HOTEL, ON NORTH SIDE OF U.S.
 CL2482'HIGHWAY 341, 57.21 FEET WEST OF WEST CORNER OF WEST COLUMN OF
 CL2482'GRANITE ARCH, 28.91 FEET SOUTH OF SOUTHWEST CORNER OF SMALL
 CL2482'CONCRETE POST ON WEST SIDE OF WALK TO J.P. ETHERIDGE HOME, 22.0 FEET
 CL2482'NORTH OF CENTER LINE OF HIGHWAY, 20.8 FEET SOUTH-SOUTHEAST OF 15-INCH
 CL2482'ELM TREE AND 3 FEET NORTH OF TELEPHONE POLE.  MARK IS 1/3-INCH
 CL2482'BRONZE PLUG WITH PUNCH HOLE AT CENTER, SET IN CONCRETE IN 1-INCH
 CL2482'IRON PIPE IN 6-INCH CONCRETE CYLINDER FLUSH WITH GROUND, ESTABLISHED
 CL2482'BY TRAVERSE PARTY OF THE GA. GEOD. S.  10E-1 (GA. GEOD. S.) (SEE
 CL2482'DESCRIPTION THEREOF) (AZIMUTH) IS 0.40 MILE WEST-SOUTHWEST OF
 CL2482'STATION S 67 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0821 ***********************************************************************
 CL0821  DESIGNATION -  3B 27 GAGS
 CL0821  PID         -  CL0821
 CL0821  STATE/COUNTY-  GA/HOUSTON
 CL0821  USGS QUAD   -  PERRY EAST (1985)
 CL0821
 CL0821                         *CURRENT SURVEY CONTROL
 CL0821  ___________________________________________________________________
 CL0821* NAD 83(1994)-  32 27 26.64671(N)    083 43 59.94066(W)     ADJUSTED  
 CL0821* NAVD 88     -       103.389  (meters)     339.20   (feet)  ADJUSTED  
 CL0821  ___________________________________________________________________
 CL0821  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 CL0821  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CL0821  DYNAMIC HT  -         103.274 (meters)     338.82  (feet)  COMP
 CL0821  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CL0821
 CL0821  HORZ ORDER  -  SECOND
 CL0821  VERT ORDER  -  SECOND    CLASS 0
 CL0821
 CL0821.The horizontal coordinates were established by classical geodetic methods
 CL0821.and adjusted by the National Geodetic Survey in September 1997..
 CL0821
 CL0821.The orthometric height was determined by differential leveling
 CL0821.and adjusted by the National Geodetic Survey in June 1991..
 CL0821
 CL0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0821
 CL0821.The geoid height was determined by GEOID03.
 CL0821
 CL0821.The dynamic height is computed by dividing the NAVD 88
 CL0821.geopotential number by the normal gravity value computed on the
 CL0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0821.degrees latitude (g = 980.6199 gals.).
 CL0821
 CL0821.The modeled gravity was interpolated from observed gravity values.
 CL0821
 CL0821;                    North         East     Units Scale Factor Converg.
 CL0821;SPC GA W     -   272,516.143   740,740.089   MT  0.99992046   +0 13 57.3
 CL0821;SPC GA W     -   894,080.05  2,430,244.78   sFT  0.99992046   +0 13 57.3
 CL0821;UTM  17      - 3,594,427.558   243,071.889   MT  1.00041410   -1 28 03.7
 CL0821
 CL0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0821!SPC GA W     -   0.99998795  x   0.99992046  =   0.99990842
 CL0821!UTM  17      -   0.99998795  x   1.00041410  =   1.00040205
 CL0821
 CL0821                          SUPERSEDED SURVEY CONTROL
 CL0821
 CL0821  NAD 83(1986)-  32 27 26.65080(N)    083 43 59.93918(W) AD(       ) 2
 CL0821  NAD 27      -  32 27 26.11300(N)    083 44 00.26600(W) AD(       ) 2
 CL0821  NGVD 29 (??/??/92)  103.526  (m)          339.65   (f) ADJ UNCH    2 0
 CL0821
 CL0821.Superseded values are not recommended for survey control.
 CL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0821.See file dsdata.txt to determine how the superseded data were derived.
 CL0821
 CL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4307294428(NAD 83)
 CL0821_MARKER: DD = SURVEY DISK
 CL0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0821_STAMPING: 3 B 27
 CL0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0821+STABILITY: SURFACE MOTION
 CL0821
 CL0821  HISTORY     - Date     Condition        Report By
 CL0821  HISTORY     - 1935     MONUMENTED       GAGS
 CL0821  HISTORY     - 1959     GOOD             NGS
 CL0821  HISTORY     - 1972     MARK NOT FOUND   USGS
 CL0821
 CL0821                          STATION DESCRIPTION
 CL0821
 CL0821'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CL0821'A GEORGIA GEODETIC SURVEY MONUMENT, LOCATED IN THE TOWN OF PERRY,
 CL0821'63.10 FEET NORTH-NORTHEAST FROM STATION PERRY (SEE DESCRIPTION
 CL0821'THEREOF).
 CL0821
 CL0821                          STATION RECOVERY (1959)
 CL0821
 CL0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CL0821'AT PERRY.
 CL0821'AT PERRY, HOUSTON COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 CL0821'OF BALL AND MAIN STREETS, 60 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 CL0821'OF THE COURTHOUSE, 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF PERRY
 CL0821'HOTEL, 32 FEET SOUTHWEST OF THE CENTER OF THE STREET INTERSECTION,
 CL0821'AND 1.2 FEET SOUTHWEST OF A STREET CURB.  A STATE SURVEY STANDARD
 CL0821'DISK, STAMPED 3 B 27 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CL0821'THE GROUND.
 CL0821
 CL0821                          STATION RECOVERY (1972)
 CL0821
 CL0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CL0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1069 ***********************************************************************
 CK1069  DESIGNATION -  3C 10 ECC
 CK1069  PID         -  CK1069
 CK1069  STATE/COUNTY-  GA/JENKINS
 CK1069  USGS QUAD   -  PERKINS (1978)
 CK1069
 CK1069                         *CURRENT SURVEY CONTROL
 CK1069  ___________________________________________________________________
 CK1069* NAD 83(1994)-  32 52 44.77981(N)    081 56 49.57148(W)     ADJUSTED  
 CK1069* NAVD 88     -        71.073  (meters)     233.18   (feet)  ADJUSTED  
 CK1069  ___________________________________________________________________
 CK1069  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CK1069  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK1069  DYNAMIC HT  -          70.994 (meters)     232.92  (feet)  COMP
 CK1069  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CK1069
 CK1069  HORZ ORDER  -  SECOND
 CK1069  VERT ORDER  -  FIRST     CLASS II
 CK1069
 CK1069.The horizontal coordinates were established by classical geodetic methods
 CK1069.and adjusted by the National Geodetic Survey in September 1997..
 CK1069
 CK1069.The orthometric height was determined by differential leveling
 CK1069.and adjusted by the National Geodetic Survey in June 1991..
 CK1069
 CK1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK1069
 CK1069.The geoid height was determined by GEOID03.
 CK1069
 CK1069.The dynamic height is computed by dividing the NAVD 88
 CK1069.geopotential number by the normal gravity value computed on the
 CK1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1069.degrees latitude (g = 980.6199 gals.).
 CK1069
 CK1069.The modeled gravity was interpolated from observed gravity values.
 CK1069
 CK1069;                    North         East     Units Scale Factor Converg.
 CK1069;SPC GA E     -   319,216.484   220,544.817   MT  0.99990520   +0 07 09.1
 CK1069;SPC GA E     - 1,047,296.08    723,570.79   sFT  0.99990520   +0 07 09.1
 CK1069;UTM  17      - 3,638,282.238   411,403.433   MT  0.99969678   -0 30 51.1
 CK1069
 CK1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK1069!SPC GA E     -   0.99999355  x   0.99990520  =   0.99989875
 CK1069!UTM  17      -   0.99999355  x   0.99969678  =   0.99969033
 CK1069
 CK1069|---------------------------------------------------------------------|
 CK1069| PID    Reference Object                     Distance      Geod. Az  |
 CK1069|                                                           dddmmss.s |
 CK1069| CK1070 3 C 10                               25.045 METERS 01427     |
 CK1069| CK4411 3C 10 ECC RM 1                       37.823 METERS 03218     |
 CK1069| CK4412 3C 10 ECC RM 2                       39.685 METERS 12125     |
 CK1069| CK4410 3C 10 ECC AZ MK                                    3540239.8 |
 CK1069|---------------------------------------------------------------------|
 CK1069
 CK1069                          SUPERSEDED SURVEY CONTROL
 CK1069
 CK1069  NAD 83(1986)-  32 52 44.78250(N)    081 56 49.56671(W) AD(       ) 2
 CK1069  NAD 27      -  32 52 44.20700(N)    081 56 50.15000(W) AD(       ) 2
 CK1069  NGVD 29 (??/??/92)   71.31   (m)          234.0    (f) COMPUTED    1 2
 CK1069
 CK1069.Superseded values are not recommended for survey control.
 CK1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1069.See file dsdata.txt to determine how the superseded data were derived.
 CK1069
 CK1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1140338282(NAD 83)
 CK1069_MARKER: DS = TRIANGULATION STATION DISK
 CK1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1069_STAMPING: 3 C 10 ECC 1935
 CK1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1069+STABILITY: SURFACE MOTION
 CK1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1069+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 CK1069
 CK1069  HISTORY     - Date     Condition        Report By
 CK1069  HISTORY     - 1935     MONUMENTED       CGS
 CK1069  HISTORY     - 1954     GOOD             CGS
 CK1069  HISTORY     - 1960     GOOD             NGS
 CK1069  HISTORY     - 1979     GOOD             NGS
 CK1069  HISTORY     - 20010410 GOOD             METRIC
 CK1069
 CK1069                          STATION DESCRIPTION
 CK1069
 CK1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK1069'ABOUT 5 MILES NORTH OF MILLEN, 1.8 MILES SOUTH OF PERKINS, 0.4 MILE
 CK1069'NORTH OF RAILWAY STATION AT LAWTON, ON RIGHT-OF-WAY OF CENTRAL OF
 CK1069'GEORGIA RAILWAY, 66.2 FEET SOUTHWEST OF WHISTLE POST, 53.5 FEET
 CK1069'WEST-SOUTHWEST OF WEST RAIL, 42.7 FEET SOUTHEAST OF 5-INCH OAK AND
 CK1069'30.1 FEET WEST-SOUTHWEST OF TELEPHONE POLE.  TO REACH FROM MILLEN,
 CK1069'TAKE ROAD PARALLELING EAST SIDE OF COURTHOUSE AND GO NORTHEAST 5.1
 CK1069'MILES TO RAILWAY CROSSING. TURN LEFT ACROSS TRACKS FOR 20 YARDS TO
 CK1069'DIM ROAD.  TURN RIGHT AND CONTINUE 0.2 MILE TO STATION.  SURFACE AND
 CK1069'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CK1069'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 CK1069'REFERENCE MARK NO. 1 IS ON TOP OF 8-FOOT BANK, 26
 CK1069'YARDS WEST-SOUTHWEST OF CENTER LINE OF ROAD, 11 YARDS EAST OF EAST
 CK1069'RAIL AND 124.09 FEET NORTHEAST OF STATION N 32 DEG 18 MIN E.
 CK1069'NO. 2 IS 17 YARDS WEST OF CENTER LINE OF ROAD, 16 YARDS EAST
 CK1069'OF EAST RAIL AND 130.20 FEET SE OF STATION S 58 DEG 35 MIN E.
 CK1069'AZIMUTH MARK IS 50 YARDS WEST-SOUTHWEST OF HOUSE ON EAST SIDE OF
 CK1069'ROAD, 18 YARDS EAST OF EAST BANK OF RAILWAY CUT, 9 YARDS WEST OF
 CK1069'CENTER LINE OF ROAD, 9 YARDS NORTH-NORTHWEST OF TELEPHONE POLE AND
 CK1069'0.25 MILE NORTH-NORTHWEST OF STATION N 5 DEG 57 MIN W.
 CK1069'FOLLOWING DISTANCES AND BEARINGS ARE FROM
 CK1069'STATION--PRIMARY TRAVERSE STATION 12H (U.S.G.S.) (SEE DESCRIPTION
 CK1069'THEREOF), 0.4 MILE, S 11 DEG 51 MIN E.  3C-10 (GA. GEOD. S.)
 CK1069'(SEE DESCRIPTION THEREOF), 82.17 FEET, N 14 DEG 27 MIN E.
 CK1069
 CK1069                          STATION RECOVERY (1954)
 CK1069
 CK1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK1069'RECOVERED ALL MARKS AS DESCRIBED, EXCEPT FOR CHANGED CONDITIONS
 CK1069'AND 12 H (U.S.G.S.).
 CK1069'
 CK1069'STATION 3 C 10 ECC 1935, SO STAMPED, PROJECTING 3
 CK1069'IN., IS ABOUT 5-1/2 MI. N OF MILLEN, ON LAND OF THE MAGNOLIA SPRINGS
 CK1069'STATE PARK OR THE RIGHT-OF-WAY OF THE CENTRAL OF GEORGIA RAILWAY,
 CK1069'AN ESTIMATED 100 YD. N-NW OF THE HIGHEST POINT OF A GENTLE HILL,
 CK1069'THE SAME DISTANCE NW OF A FRAMEHOUSE, 56 FT. W OF THE CENTER OF THE
 CK1069'RAILROAD, 29.5 FT. SW OF A TELEPHONE POLE, AND ON TOP OF A
 CK1069'CONSPICUOUS SLIGHT BUMP OF EARTH.
 CK1069'
 CK1069'REFERENCE MARK 3 C 10 ECC NO 1 1935, SO STAMPED, A STANDARD DISK
 CK1069'SET IN A SQUARE CONCRETE MONUMENT, PROJECTING
 CK1069'3 IN., IS 124.09 FT. N 32 DEG 18 MIN E FROM THE STATION,
 CK1069'69 FT. W OF THE CENTERLINE OF THE ROAD, 27.5 FT. E OF THE CENTER OF
 CK1069'THE RAILROAD, AND 6 FT. E OF THE TOP OF AN 8-FT. BANK.
 CK1069'
 CK1069'REFERENCE MARK 3 C 10 ECC NO 2 1935, SO STAMPED, A STANDARD DISK
 CK1069'SET IN A ROUND CONCRETE MONUMENT, PROJECTING
 CK1069'1 IN., IS 130.20 FT. S 58 DEG 35 MIN E FROM THE STATION,
 CK1069'108 FT. N OF THE PROJECTED PLANE OF THE N WALL OF THE FRAMEHOUSE,
 CK1069'45 FT. W OF THE CENTER OF THE ROAD, AND 41.5 FT. E OF THE CENTER
 CK1069'OF THE RAILROAD.
 CK1069'
 CK1069'AZIMUTH MARK 3 C 10 ECC AZI 1935, SO STAMPED, A STANDARD DISK SET
 CK1069'IN A SQUARE CONCRETE MONUMENT, IS ABOUT 0.4
 CK1069'MI. N 5 DEG 57 MIN W FROM THE STATION, ABOUT
 CK1069'50 YD. S OF THE LOCAL ROAD SUMMIT, 92 FT. S OF THE PROJECTED PLANE OF
 CK1069'THE S WALL OF THE FRAMEHOUSE, 55 FT. E OF THE TOP OF THE RAILROAD CUT
 CK1069'BANK, 31.5 FT. N OF A TELEPHONE POLE, AND 23 FT. W OF THE CENTER OF
 CK1069'THE ROAD.  THE MARK PROJECTS 6 IN.
 CK1069'
 CK1069'TRAVERSE STATION 3 C 10 (SO STAMPED) (GA. GEOD. S.) IS 82.17 FT.
 CK1069'N 14 DEG 27 MIN E FROM THE STATION, 19.6 FT. W OF THE
 CK1069'W RAIL, AT THE TOP OF THE SLOPE OF THE RAILROAD CUT BANK, AND AN
 CK1069'ESTIMATED 6 OR 7 FT. ABOVE THE LEVEL OF THE TOP OF THE RAILS.
 CK1069'
 CK1069'PRIMARY TRAVERSE STATION 12 H (U.S.G.S.), 0.4 MI. DISTANT,
 CK1069'S 11 DEG 51 MIN E, WAS NOT RECOVERED THIS DATE.
 CK1069'
 CK1069'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN MILLEN AT THE
 CK1069'CORNER OF EAST WINTHROPE AVENUE AND NORTH HARVEY STREET, GO N ON
 CK1069'THE LATTER FOR 5.1 MI. TO A T-ROAD LEFT ACROSS THE RAILROAD AND KEEP
 CK1069'STRAIGHT AHEAD, THENCE N ALONGSIDE THE RAILROAD FOR 0.5 MI. TO THE
 CK1069'TOP OF A HILL AND THE STATION ON THE OPPOSITE SIDE OF THE RAILROAD.
 CK1069
 CK1069                          STATION RECOVERY (1960)
 CK1069
 CK1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CK1069'5.5 MI N FROM MILLEN.
 CK1069'ABOUT 5.5 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1069'THE STATION AT MILLEN, ABOUT 2.05 MILES SOUTH ALONG THE C. OF GA.
 CK1069'RY. FROM THE CROSSING OF A BLACK TOP ROAD AT PERKINS, 0.2 MILE
 CK1069'NORTH OF MILEPOST S 84, 54 FEET WEST OF THE WEST RAIL AND ON TOP
 CK1069'OF A CUT BANK, 30 FEET SOUTHWEST OF MILEAGE POLE 84+7, 82.2 FEET
 CK1069'SOUTH-SOUTHWEST OF BENCH MARK 3 C 10 (GA. GEOD. S.), 124.1 FEET
 CK1069'SOUTHWEST OF RM 1, 130.2 FEET NORTHWEST OF RM 2, ON TOP OF A
 CK1069'SLIGHT HUMP OF EARTH, ABOUT 7 FEET ABOVE THE LEVEL OF THE
 CK1069'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CK1069
 CK1069                          STATION RECOVERY (1979)
 CK1069
 CK1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK1069'THE STATION MARK, C AND GS AND STATE SURVEY MARK 3C 10, AND THE
 CK1069'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND
 CK1069'2 WERE NOT RECOVERED, BUT MAY STILL BE IN PLACE.  THE GENERAL AREA OF
 CK1069'THE REFERENCE MARKS IS PART GARDEN AND PART VERY HEAVY BRUSH ALONG THE
 CK1069'RAILROAD RIGHT-OF-WAY.  THE STATION IS PROBABLY ON PRIVATE PROPERTY,
 CK1069'WHILE THE REST OF THE MARKS ARE ON RAILROAD PROPERTY.
 CK1069'
 CK1069'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND HARVEY STREET
 CK1069'AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN MILLEN, GO
 CK1069'NORTH ON HARVEY STREET FOR 0.8 MILE TO A STREET RIGHT AT THE CITY
 CK1069'LIMITS.  CONTINUE NORTH FOR 2.8 MILES TO A ROAD CURVE RIGHT AND A
 CK1069'SAND ROAD STRAIGHT AHEAD.  KEEP LEFT, AHEAD, ON THE SAND ROAD FOR 0.6
 CK1069'MILE TO A ROAD LEFT CROSSING THE TRACK.  CONTINUE NORTH FOR 0.45 MILE
 CK1069'TO A LONE WHITE HOUSE ON THE RIGHT AT TOP OF SLIGHT GRADE.  CONTINUE
 CK1069'NORTH FOR 0.05 MILE TO THE POINT MIDWAY BETWEEN THE THIRD AND FOURTH
 CK1069'ROWS OF PECAN TREES ON THE RIGHT FROM THE HOUSE, AND THE STATION
 CK1069'ON THE LEFT, ABOUT 100 YARDS AWAY.  TO REACH THE AZIMUTH MARK,
 CK1069'CONTINUE NORTH FOR 0.4 MILE TO THE MARK ON THE LEFT, OPPOSITE A
 CK1069'DRIVEWAY LEADING TO A SMALL CINDERBLOCK BUILDING.
 CK1069'
 CK1069'STATION MARK, A STANDARD DISK STAMPED---3C 10 ECC 1935---IS SET
 CK1069'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 CK1069'GROUND.  IT IS ON A CONSPICUOUS HUMP OF EARTH, IN WOODS, 53.5 FEET
 CK1069'WEST OF THE WEST RAIL, ABOUT 8 FEET HIGHER THAN THE RAIL, 82 FEET
 CK1069'SOUTH-SOUTHWEST OF 3C 10 GAGS, AND 1 FOOT EAST OF A METAL WITNESS
 CK1069'POST.
 CK1069'
 CK1069'3C 10, A C AND GS AND STATE SURVEY DISK STAMPED---3C 10---IS SET
 CK1069'IN THE TOP OF A 6-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CK1069'IS 19.5 FEET WEST OF THE WEST RAIL, 5 FEET HIGHER THAN THE RAIL, AND 1
 CK1069'FOOT EAST OF A METAL WITNESS POST.
 CK1069'
 CK1069'AZIMUTH MARK, A STANDARD DISK STAMPED---3C 10 ECC AZI 1935---IS
 CK1069'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES
 CK1069'ABOVE GROUND.  IT IS 21.5 FEET WEST OF THE ROAD CENTER, IN LINE WITH
 CK1069'THE CENTER OF THE DRIVEWAY, 93.5 FEET WEST-SOUTHWEST OF A UTILITY POLE
 CK1069'WITH A TRANSFORMER, 50.5 FEET WEST-NORTHWEST OF A FENCE CORNER, 46
 CK1069'FEET SOUTHWEST OF THE BECTON MAILBOX, 69 FEET SOUTH OF THE EXTENSION
 CK1069'OF THE SOUTH WALL OF A BRICK HOUSE, AND 1 FOOT WEST OF A METAL WITNESS
 CK1069'POST, IN AN AREA WHERE DEBRIS FROM ROADWORK HAS BEEN DUMPED.
 CK1069
 CK1069                          STATION RECOVERY (2001)
 CK1069
 CK1069'RECOVERY NOTE BY METRIC SURVEYS 2001 (HLB)
 CK1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4222 ***********************************************************************
 CK4222  DESIGNATION -  3C 12
 CK4222  PID         -  CK4222
 CK4222  STATE/COUNTY-  GA/JENKINS
 CK4222  USGS QUAD   -  MILLEN (1978)
 CK4222
 CK4222                         *CURRENT SURVEY CONTROL
 CK4222  ___________________________________________________________________
 CK4222* NAD 83(1994)-  32 48 41.95130(N)    081 56 43.11850(W)     ADJUSTED  
 CK4222* NAVD 88     -        53.72   (+/-2cm)     176.2    (feet)  VERTCON   
 CK4222  ___________________________________________________________________
 CK4222  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK4222  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK4222
 CK4222  HORZ ORDER  -  SECOND
 CK4222  VERT ORDER  -  THIRD ? (See Below)
 CK4222
 CK4222.The horizontal coordinates were established by classical geodetic methods
 CK4222.and adjusted by the National Geodetic Survey in September 1997..
 CK4222
 CK4222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4222.The vertical order pertains to the NGVD 29 superseded value.
 CK4222
 CK4222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4222
 CK4222.The geoid height was determined by GEOID03.
 CK4222
 CK4222;                    North         East     Units Scale Factor Converg.
 CK4222;SPC GA E     -   311,736.977   220,728.216   MT  0.99990530   +0 07 11.8
 CK4222;SPC GA E     - 1,022,757.07    724,172.49   sFT  0.99990530   +0 07 11.8
 CK4222;UTM  17      - 3,630,802.722   411,504.195   MT  0.99969656   -0 30 44.2
 CK4222
 CK4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4222!SPC GA E     -   0.99999626  x   0.99990530  =   0.99990156
 CK4222!UTM  17      -   0.99999626  x   0.99969656  =   0.99969282
 CK4222
 CK4222                          SUPERSEDED SURVEY CONTROL
 CK4222
 CK4222  NAD 83(1986)-  32 48 41.95380(N)    081 56 43.11413(W) AD(       ) 2
 CK4222  NAD 27      -  32 48 41.36900(N)    081 56 43.69700(W) AD(       ) 2
 CK4222  NGVD 29 (07/19/86)   53.96   (m)          177.0    (f) LEVELING    3  
 CK4222
 CK4222.Superseded values are not recommended for survey control.
 CK4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4222.See file dsdata.txt to determine how the superseded data were derived.
 CK4222
 CK4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1150430803(NAD 83)
 CK4222_MARKER: DD = SURVEY DISK
 CK4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4222
 CK4222  HISTORY     - Date     Condition        Report By
 CK4222  HISTORY     - 1935     MONUMENTED       GAGS
 CK4222  HISTORY     - 1954     GOOD             CGS
 CK4222  HISTORY     - 1976     MARK NOT FOUND   NGS
 CK4222
 CK4222                          STATION DESCRIPTION
 CK4222
 CK4222'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK4222'ABOUT 1/2 MILE NORTH OF JENKINS COUNTY COURTHOUSE AT MILLEN, ALONG
 CK4222'RIGHT-OF-WAY OF CENTRAL OF GEORGIA RAILWAY, IN NORTHEAST ANGLE OF
 CK4222'FARM LANE CROSSING, 14 PACES NORTHEAST OF CROSSING SIGN, 6 PACES
 CK4222'NORTH OF CENTER LINE OF LAND AND 2 PACES EAST OF E RAIL OF RAILWAY
 CK4222'TRACK.  STATION IS A STATE SURVEY STANDARD DISK SET IN TOP OF
 CK4222'5-INCH CONCRETE CYLINDER, FLUSH WITH GROUND, ABOUT 0.4 MILE
 CK4222'WEST-SOUTHWEST OF BELCHER (SEE DESCRIPTION THEREOF) S 73 DEG 29 MIN W.
 CK4222
 CK4222                          STATION RECOVERY (1954)
 CK4222
 CK4222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4222'RECOVERED STATION IN GOOD CONDITION AS DESCRIBED EXCEPT FOR
 CK4222'CHANGED CONDITIONS.
 CK4222'
 CK4222'GEORGIA GEODETIC SURVEY STANDARD DISK, STAMPED 3 C 12 AND SET IN THE
 CK4222'TOP OF A 6-IN. CONCRETE POST FLUSH WITH THE GROUND, IS ABOUT 1/2 MI.
 CK4222'ABOUT NW OF THE COURTHOUSE IN MILLEN, ON THE RIGHT-OF-WAY OF THE
 CK4222'CENTRAL OF GEORGIA RAILWAY, 40.5 FT. NE OF A STEEL POST BEARING A
 CK4222'RAILROAD CROSSING SIGN, 25 FT. N OF THE PROJECTED CENTERLINE OF
 CK4222'NORTH AVENUE, AND 5.9 FT. E OF THE E RAIL.  IT IS ABOUT 0.4 MI.
 CK4222'S 73 DEG 29 MIN W FROM TRIANGULATION STATION BELCHER
 CK4222'FOR WHICH SEE DESCRIPTION THEREOF.
 CK4222
 CK4222                          STATION RECOVERY (1976)
 CK4222
 CK4222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CK4222'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED TO HAVE
 CK4222'BEEN DESTROYED BY CONSTRUCTION WHEN RAILROAD BED WAS REBUILT.
 CK4222'
 CK4222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE NORTH
 CK4222'OF DOWNTOWN MILLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1081 ***********************************************************************
 CK1081  DESIGNATION -  3C 8 ECC
 CK1081  PID         -  CK1081
 CK1081  STATE/COUNTY-  GA/BURKE
 CK1081  USGS QUAD   -  PERKINS (1978)
 CK1081
 CK1081                         *CURRENT SURVEY CONTROL
 CK1081  ___________________________________________________________________
 CK1081* NAD 83(1994)-  32 56 43.99632(N)    081 57 39.77161(W)     ADJUSTED  
 CK1081* NAVD 88     -        89.123  (meters)     292.40   (feet)  ADJUSTED  
 CK1081  ___________________________________________________________________
 CK1081  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CK1081  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK1081  DYNAMIC HT  -          89.024 (meters)     292.07  (feet)  COMP
 CK1081  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CK1081
 CK1081  HORZ ORDER  -  THIRD
 CK1081  VERT ORDER  -  FIRST     CLASS II
 CK1081
 CK1081.The horizontal coordinates were established by classical geodetic methods
 CK1081.and adjusted by the National Geodetic Survey in September 1997..
 CK1081
 CK1081.The orthometric height was determined by differential leveling
 CK1081.and adjusted by the National Geodetic Survey in June 1991..
 CK1081
 CK1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK1081
 CK1081.The geoid height was determined by GEOID03.
 CK1081
 CK1081.The dynamic height is computed by dividing the NAVD 88
 CK1081.geopotential number by the normal gravity value computed on the
 CK1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1081.degrees latitude (g = 980.6199 gals.).
 CK1081
 CK1081.The modeled gravity was interpolated from observed gravity values.
 CK1081
 CK1081;                    North         East     Units Scale Factor Converg.
 CK1081;SPC GA E     -   326,582.528   219,225.644   MT  0.99990456   +0 06 42.6
 CK1081;SPC GA E     - 1,071,462.84    719,242.80   sFT  0.99990456   +0 06 42.6
 CK1081;UTM  17      - 3,645,660.901   410,166.097   MT  0.99969950   -0 31 21.7
 CK1081
 CK1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK1081!SPC GA E     -   0.99999072  x   0.99990456  =   0.99989529
 CK1081!UTM  17      -   0.99999072  x   0.99969950  =   0.99969023
 CK1081
 CK1081:                Primary Azimuth Mark                     Grid Az
 CK1081:SPC GA E     -  WARD                                     020 21 44.6
 CK1081:UTM  17      -  WARD                                     020 59 48.9
 CK1081
 CK1081|---------------------------------------------------------------------|
 CK1081| PID    Reference Object                     Distance      Geod. Az  |
 CK1081|                                                           dddmmss.s |
 CK1081| CK4247 WARD                                APPROX. 4.7 KM 0202827.2 |
 CK1081| CK4248 3C 8 GAGS 1935                       17.206 METERS 09455     |
 CK1081| CK4414 3C 8 ECC RM 2                        39.676 METERS 19939     |
 CK1081| CK4413 3C 8 ECC RM 1                        35.329 METERS 30859     |
 CK1081|---------------------------------------------------------------------|
 CK1081
 CK1081                          SUPERSEDED SURVEY CONTROL
 CK1081
 CK1081  NAD 83(1986)-  32 56 43.99968(N)    081 57 39.76667(W) AD(       ) 3
 CK1081  NAD 27      -  32 56 43.43400(N)    081 57 40.34500(W) AD(       ) 3
 CK1081  NGVD 29 (??/??/92)   89.359  (m)          293.17   (f) ADJ UNCH    1 2
 CK1081
 CK1081.Superseded values are not recommended for survey control.
 CK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1081.See file dsdata.txt to determine how the superseded data were derived.
 CK1081
 CK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1016645661(NAD 83)
 CK1081_MARKER: DS = TRIANGULATION STATION DISK
 CK1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1081_STAMPING: 3 C 8 ECC 1935
 CK1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1081+STABILITY: SURFACE MOTION
 CK1081
 CK1081  HISTORY     - Date     Condition        Report By
 CK1081  HISTORY     - 1935     MONUMENTED       CGS
 CK1081  HISTORY     - 1954     GOOD             CGS
 CK1081  HISTORY     - 1960     GOOD             NGS
 CK1081
 CK1081                          STATION DESCRIPTION
 CK1081
 CK1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK1081'ABOUT 11 MILES SOUTH OF WAYNESBORO, ABOUT 10 MILES NORTH OF
 CK1081'MILLEN, ABOUT 1/2 MILE SOUTH OF CENTRAL OF GEORGIA RAILWAY STATION AT
 CK1081'MUNNERLYN, ON WEST BANK OF 15-FOOT CUT AT CREST OF GRADE, 48 FEET
 CK1081'WEST-SOUTHWEST OF CENTER LINE OF TRACKS, ABOUT 10 FEET
 CK1081'EAST-NORTHEAST OF TRIANGULAR-BLAZED 24-INCH TWIN-PINES AND 8 FEET
 CK1081'NORTHEAST OF CENTER LINE OF FARM ROAD.  TO REACH FROM RAILWAY
 CK1081'STATION AT MUNNERLYN, GO SOUTH ON FARM ROAD ALONG WEST SIDE OF TRACKS
 CK1081'FOR 0.55 MILE TO TOP OF GRADE AND STATION ON LEFT.  STATION IS A
 CK1081'STANDARD DISK IN CONCRETE.  UPPER MARK PROJECTS 4 INCHES.
 CK1081'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 CK1081'MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES, IS IN
 CK1081'CLEARED AREA, 8 FEET NORTHEAST OF CENTER LINE OF FARM ROAD AND 115.91
 CK1081'FEET NE OF STATION N 51 DEG 01 MIN W.  NO. 2 PROJECTS
 CK1081'ABOUT 4 INCHES, IN FORMERLY CULTIVATED FIELD, 8 FEET NORTHEAST OF
 CK1081'CENTER LINE OF FARM ROAD AND 130.17 FEET SE OF STATION S 19 DEG 39
 CK1081'MIN W.  AZIMUTH MARK IS ACROSS CULTIVATED FIELD, OPPOSITE MAIL
 CK1081'BOX 32, 47 PACES SOUTH-SOUTHWEST OF RIGHT-OF-WAY MARKER, 17 PACES
 CK1081'SOUTHWEST OF TRIPLE CHINABERRY TREE, 11 PACES EAST OF CENTER LINE OF
 CK1081'U.S. HIGHWAY 25 AND 0.5 MILE WSW OF STATION S 75 DEG 11 MIN W.
 CK1081'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--3C-7
 CK1081'(GA.GEOD.S.) (SEE DESCRIPTION THEREOF) 0.5 MILE, N 8 DEG 36 MIN W.
 CK1081'3C-8 (GA.GEOD.S.) (SEE DESCRIPTION THEREOF) 61.21 FEET, S 85 DEG 05
 CK1081'MIN E.
 CK1081
 CK1081                          STATION RECOVERY (1954)
 CK1081
 CK1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK1081'RECOVERED STATION AND TWO REFERENCE MARKS IN GOOD CONDITION, FOUND
 CK1081'3 C 8 (GA. GEOD.S.) DESTROYED, SEARCHED UNSUCCESSFULLY FOR 3 C 7
 CK1081'(GA. GEOD. S.), AND FOUND THE AZIMUTH MARK APPARENTLY DISTURBED.
 CK1081'
 CK1081'STATION 3 C 8 ECC 1935, SO STAMPED, PROJECTING 4
 CK1081'IN., IS ABOUT 10 MI. N OF MILLEN, ABOUT 1/2 MI. VIA FARM ROADS AND
 CK1081'THE PATH ALONGSIDE THE RAILROAD S OF MUNNERLYN, ON ABOUT THE HIGHEST
 CK1081'POINT ON THE W BANK OF A 15-FT. CUT ON THE CENTRAL OF GEORGIA RAILWAY
 CK1081'ABUTTING THE PROPERTY OF FULTON JENKINS, 62 FT. W OF THE CENTER OF
 CK1081'THE RAILROAD, AND 20 FT. W OF THE LINE OF THE TOP OF THE BANK.
 CK1081'
 CK1081'REFERENCE MARK 3 C 8 ECC NO 1 1935, SO STAMPED, PROJECTING
 CK1081'6 IN., IS 115.73 FT. (0.18 FT. LESS THAN THE 1935 MEASURE)
 CK1081'N 51 DEG 01 MIN W FROM THE STATION, IN THE EDGE OF THE WOODS,
 CK1081'AND 20.5 FT. S-SE OF TWIN WHITE OAK TREES.
 CK1081'
 CK1081'REFERENCE MARK 3 C 8 ECC NO 2 1935, SO STAMPED, PROJECTING
 CK1081'4 IN., IS 130.17 FT. S 19 DEG 39 MIN W, IN THE EDGE OF
 CK1081'THE WOODS, AND 21 FT. N OF A LARGE HUCKLEBERRY BUSH HAVING SEVERAL
 CK1081'4-IN. STEMS.
 CK1081'
 CK1081'AZIMUTH MARK 3 C 8 ECC AZI 1935, SO STAMPED, PROJECTING 4
 CK1081'IN., IS ABOUT 0.5 MI. S 75 DEG 11 MIN W
 CK1081'(CAUTION--THE MARK APPARENTLY HAS BEEN DISTURBED, IT LEANS AN
 CK1081'ESTIMATED 15 DEG OR 20 DEG S.) FROM THE STATION, 0.5 MI.  S OF THE
 CK1081'CROSSROADS, 0.15 MI. S OF A CHURCH, ABOUT 40 YD. S OF A SLIGHT
 CK1081'RIDGE CREST, 31.5 FT. E OF THE CENTER OF U.S. HIGHWAY 25, AND 20 FT.
 CK1081'N OF THE PROJECTED CENTERLINE OF AN ENTRANCE DRIVEWAY.
 CK1081'
 CK1081'TRAVERSE STATION 3 C 7 (GA. GEOD. S.) AT MUNNERLYN N 8 DEG 36 MIN W,
 CK1081'WAS NOT RECOVERED THIS DATE.
 CK1081
 CK1081                          STATION RECOVERY (1960)
 CK1081
 CK1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CK1081'10 MI N FROM MILLEN.
 CK1081'ABOUT 10.05 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK1081'THE STATION AT MILLEN, ABOUT 0.15 MILE SOUTH-SOUTHEAST OF MILEPOST
 CK1081'S 89, 0.55 MILE SOUTH-SOUTHEAST OF THE CROSSING OF A BLACK TOP
 CK1081'ROAD AT MUNNERLYN, BETWEEN MILEAGE POLES 88+26 AND 88+27, 62 FEET
 CK1081'WEST-SOUTHWEST OF THE CENTER LINE OF TRACK AND ON TOP OF HIGHEST
 CK1081'POINT OF A 15-FOOT-HIGH CUT BANK, 21 FEET WEST-SOUTHWEST OF THE
 CK1081'EAST-NORTHEAST EDGE OF CUT BANK, 6 1/2 FEET EAST-NORTHEAST OF A WIRE
 CK1081'FENCE PARALLEL WITH THE TRACK, 36 1/2 FEET SOUTHEAST OF A VERTICAL
 CK1081'RAIL RIGHT-OF-WAY MARKER, 115.7 FEET SOUTHEAST OF R M 1, 130.2 FEET
 CK1081'NORTH-NORTHEAST OF R M 2, ABOUT RIGHT ANGLE ACROSS THE TRACK FROM
 CK1081'TELEPHONE POLE 1705, ABOUT 15 FEET ABOVE THE LEVEL OF THE TRACK,
 CK1081'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4248 ***********************************************************************
 CK4248  DESIGNATION -  3C 8 GAGS 1935
 CK4248  PID         -  CK4248
 CK4248  STATE/COUNTY-  GA/BURKE
 CK4248  USGS QUAD   -  PERKINS (1978)
 CK4248
 CK4248                         *CURRENT SURVEY CONTROL
 CK4248  ___________________________________________________________________
 CK4248* NAD 83(1994)-  32 56 43.94845(N)    081 57 39.11164(W)     ADJUSTED  
 CK4248* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CK4248  ___________________________________________________________________
 CK4248  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CK4248  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK4248
 CK4248  HORZ ORDER  -  SECOND
 CK4248
 CK4248.The horizontal coordinates were established by classical geodetic methods
 CK4248.and adjusted by the National Geodetic Survey in September 1997..
 CK4248
 CK4248.The orthometric height was scaled from a topographic map.
 CK4248
 CK4248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4248
 CK4248.The geoid height was determined by GEOID03.
 CK4248
 CK4248;                    North         East     Units Scale Factor Converg.
 CK4248;SPC GA E     -   326,581.087   219,242.788   MT  0.99990456   +0 06 42.9
 CK4248;SPC GA E     - 1,071,458.12    719,299.05   sFT  0.99990456   +0 06 42.9
 CK4248;UTM  17      - 3,645,659.270   410,183.220   MT  0.99969947   -0 31 21.3
 CK4248
 CK4248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4248!SPC GA E     -   0.99999109  x   0.99990456  =   0.99989566
 CK4248!UTM  17      -   0.99999109  x   0.99969947  =   0.99969057
 CK4248
 CK4248                          SUPERSEDED SURVEY CONTROL
 CK4248
 CK4248  NAD 83(1986)-  32 56 43.95181(N)    081 57 39.10671(W) AD(       ) 2
 CK4248  NAD 27      -  32 56 43.38600(N)    081 57 39.68500(W) AD(       ) 2
 CK4248
 CK4248.Superseded values are not recommended for survey control.
 CK4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4248.See file dsdata.txt to determine how the superseded data were derived.
 CK4248
 CK4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1018345659(NAD 83)
 CK4248_MARKER: DD = SURVEY DISK
 CK4248_SETTING: 0 = UNSPECIFIED SETTING
 CK4248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4248
 CK4248  HISTORY     - Date     Condition        Report By
 CK4248  HISTORY     - 1935     MONUMENTED       GAGS
 CK4248  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CK4248
 CK4248                          STATION DESCRIPTION
 CK4248
 CK4248'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK4248'ABOUT 11 MILES SOUTH OF WAYNESBORO, ABOUT 10 MILES NORTH OF
 CK4248'MILLEN, ON RIGHT-OF-WAY OF CENTRAL OF GEORGIA RAILWAY, ABOUT 1/2
 CK4248'MILE SOUTH OF STATION AT MUNNERLYN, ON WEST SHOULDER, 5 FEET WEST
 CK4248'OF WEST RAIL, 18 INCHES LOWER IN ELEVATION THAN TRACK.  TO REACH
 CK4248'FROM RAILWAY STATION AT MUNNERLYN, GO SOUTH ON FARM ROAD ALONG WEST
 CK4248'SIDE OF RAILWAY TRACKS FOR 0.55 MILE TO TOP OF GRADE AND STATION.
 CK4248'STATION IS A STATE SURVEY STANDARD DISK, SET IN CONCRETE IN 6-INCH
 CK4248'PIPE AND 56.45 FEET EAST OF 3C-8 ECCENTRIC S 85 DEG 05 MIN E.
 CK4248
 CK4248                          STATION RECOVERY (1954)
 CK4248
 CK4248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4248'STATION FOUND DESTROYED.  THE DISK WAS RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1749 ***********************************************************************
 DF1749  DESIGNATION -  3J 4 GAGS
 DF1749  PID         -  DF1749
 DF1749  STATE/COUNTY-  GA/WASHINGTON
 DF1749  USGS QUAD   -  WARTHEN (1984)
 DF1749
 DF1749                         *CURRENT SURVEY CONTROL
 DF1749  ___________________________________________________________________
 DF1749* NAD 83(1994)-  33 03 33.43387(N)    082 47 31.87712(W)     ADJUSTED  
 DF1749* NAVD 88     -       140.23   (+/-2cm)     460.1    (feet)  VERTCON   
 DF1749  ___________________________________________________________________
 DF1749  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DF1749  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF1749
 DF1749  HORZ ORDER  -  SECOND
 DF1749  VERT ORDER  -  THIRD ? (See Below)
 DF1749
 DF1749.The horizontal coordinates were established by classical geodetic methods
 DF1749.and adjusted by the National Geodetic Survey in September 1997..
 DF1749
 DF1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1749.The vertical order pertains to the NGVD 29 superseded value.
 DF1749
 DF1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1749
 DF1749.The geoid height was determined by GEOID03.
 DF1749
 DF1749;                    North         East     Units Scale Factor Converg.
 DF1749;SPC GA E     -   339,349.911   141,587.508   MT  0.99994206   -0 20 28.4
 DF1749;SPC GA E     - 1,113,350.50    464,525.02   sFT  0.99994206   -0 20 28.4
 DF1749;UTM  17      - 3,659,287.331   332,682.182   MT  0.99994518   -0 58 40.4
 DF1749
 DF1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1749!SPC GA E     -   0.99998244  x   0.99994206  =   0.99992450
 DF1749!UTM  17      -   0.99998244  x   0.99994518  =   0.99992762
 DF1749
 DF1749                          SUPERSEDED SURVEY CONTROL
 DF1749
 DF1749  NAD 83(1986)-  33 03 33.43841(N)    082 47 31.87491(W) AD(       ) 2
 DF1749  NAD 27      -  33 03 32.88956(N)    082 47 32.37886(W) AD(       ) 2
 DF1749  NGVD 29 (07/19/86)  140.39   (m)          460.6    (f) LEVELING    3  
 DF1749
 DF1749.Superseded values are not recommended for survey control.
 DF1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1749.See file dsdata.txt to determine how the superseded data were derived.
 DF1749
 DF1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3268259287(NAD 83)
 DF1749_MARKER: DD = SURVEY DISK
 DF1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1749
 DF1749  HISTORY     - Date     Condition        Report By
 DF1749  HISTORY     - 1977     MONUMENTED       NGS
 DF1749
 DF1749                          STATION DESCRIPTION
 DF1749
 DF1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 DF1749'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DF1749'TARBUTTON USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 DF1749'
 DF1749'BM 3 J 4, IS A GEORGIA GEODETIC SURVEY DISK STAMPED---3 J 4 ---,
 DF1749'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF1749'IS FLUSH WITH THE GROUND SURFACE.  IS IT 50.5 FEET
 DF1749'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 15, 7.5 FEET
 DF1749'NORTH OF A RIGHT-OF-WAY MARKER, 2 FEET NORTHEAST OF A UTILITY
 DF1749'POLE AND 1 FOOT WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0572 ***********************************************************************
 ED0572  DESIGNATION -  4 A 54 GAGS
 ED0572  PID         -  ED0572
 ED0572  STATE/COUNTY-  GA/HALL
 ED0572  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED0572
 ED0572                         *CURRENT SURVEY CONTROL
 ED0572  ___________________________________________________________________
 ED0572* NAD 83(1986)-  34 11 19.     (N)    083 55 17.     (W)     SCALED    
 ED0572* NAVD 88     -       345.377  (meters)    1133.12   (feet)  ADJUSTED  
 ED0572  ___________________________________________________________________
 ED0572  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 ED0572  DYNAMIC HT  -         345.004 (meters)    1131.90  (feet)  COMP
 ED0572  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 ED0572
 ED0572  VERT ORDER  -  FIRST     CLASS II
 ED0572
 ED0572.The horizontal coordinates were scaled from a topographic map and have
 ED0572.an estimated accuracy of +/- 6 seconds.
 ED0572
 ED0572.The orthometric height was determined by differential leveling
 ED0572.and adjusted by the National Geodetic Survey in June 1991..
 ED0572
 ED0572.The geoid height was determined by GEOID03.
 ED0572
 ED0572.The dynamic height is computed by dividing the NAVD 88
 ED0572.geopotential number by the normal gravity value computed on the
 ED0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0572.degrees latitude (g = 980.6199 gals.).
 ED0572
 ED0572.The modeled gravity was interpolated from observed gravity values.
 ED0572
 ED0572;                    North         East    Units  Estimated Accuracy
 ED0572;SPC GA W     -   464,450.      722,610.      MT  (+/- 180 meters Scaled)
 ED0572
 ED0572                          SUPERSEDED SURVEY CONTROL
 ED0572
 ED0572  NGVD 29 (??/??/92)  345.346  (m)         1133.02   (f) ADJ UNCH    1 2
 ED0572
 ED0572.Superseded values are not recommended for survey control.
 ED0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0572.See file dsdata.txt to determine how the superseded data were derived.
 ED0572
 ED0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT307869(NAD 83)
 ED0572_MARKER: DD = SURVEY DISK
 ED0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0572_STAMPING: 4 A 54
 ED0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0572+STABILITY: SURFACE MOTION
 ED0572
 ED0572  HISTORY     - Date     Condition        Report By
 ED0572  HISTORY     - UNK      MONUMENTED       GAGS
 ED0572  HISTORY     - 1960     GOOD             NGS
 ED0572  HISTORY     - 1976     MARK NOT FOUND   NGS
 ED0572  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0572
 ED0572                          STATION DESCRIPTION
 ED0572
 ED0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0572'7.1 MI NE FROM BUFORD.
 ED0572'ABOUT 7.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 ED0572'AT BUFORD, 0.4 MILE NORTHEAST OF THE STATION AT FLOWERY BRANCH,
 ED0572'0.3 MILE NORTHEAST OF MILEPOST 594, 13.4 FEET SOUTHEAST OF
 ED0572'THE SOUTHEAST RAIL, 49 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 ED0572'U.S. HIGHWAY 23, 14 FEET SOUTHWEST OF THE PROLONGED CENTER
 ED0572'LINE OF A DIRT ROAD LEADING SOUTHEAST AND ALONG THE NORTHEAST
 ED0572'EDGE OF A CEMETERY, AT THE SOUTHWEST END OF FORMER TOOL SHED
 ED0572'LOCATION, 61.6 FEET SOUTHWEST OF BENCH MARK 4 A 54 RM 1, ABOUT
 ED0572'2 1/2 FEET BELOW THE LEVEL OF TRACK, AND SET IN TOP OF A CONCRETE
 ED0572'POST 0.5 FEET UNDERGROUND.
 ED0572
 ED0572                          STATION RECOVERY (1976)
 ED0572
 ED0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0572'RAILROAD CROSSING HAS BEEN PUT IN.
 ED0572
 ED0572                          STATION RECOVERY (1982)
 ED0572
 ED0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0572'NOT RECOVERED, MARK ASSUMED DESTROYED BY UTILITY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0573 ***********************************************************************
 ED0573  DESIGNATION -  4 A 54 RM 1
 ED0573  PID         -  ED0573
 ED0573  STATE/COUNTY-  GA/HALL
 ED0573  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED0573
 ED0573                         *CURRENT SURVEY CONTROL
 ED0573  ___________________________________________________________________
 ED0573* NAD 83(1986)-  34 11 20.     (N)    083 55 17.     (W)     SCALED    
 ED0573* NAVD 88     -       345.649  (meters)    1134.02   (feet)  ADJUSTED  
 ED0573  ___________________________________________________________________
 ED0573  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 ED0573  DYNAMIC HT  -         345.276 (meters)    1132.79  (feet)  COMP
 ED0573  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 ED0573
 ED0573  VERT ORDER  -  FIRST     CLASS II
 ED0573
 ED0573.The horizontal coordinates were scaled from a topographic map and have
 ED0573.an estimated accuracy of +/- 6 seconds.
 ED0573
 ED0573.The orthometric height was determined by differential leveling
 ED0573.and adjusted by the National Geodetic Survey in June 1991..
 ED0573
 ED0573.The geoid height was determined by GEOID03.
 ED0573
 ED0573.The dynamic height is computed by dividing the NAVD 88
 ED0573.geopotential number by the normal gravity value computed on the
 ED0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0573.degrees latitude (g = 980.6199 gals.).
 ED0573
 ED0573.The modeled gravity was interpolated from observed gravity values.
 ED0573
 ED0573;                    North         East    Units  Estimated Accuracy
 ED0573;SPC GA W     -   464,480.      722,610.      MT  (+/- 180 meters Scaled)
 ED0573
 ED0573                          SUPERSEDED SURVEY CONTROL
 ED0573
 ED0573  NGVD 29 (??/??/92)  345.618  (m)         1133.92   (f) ADJ UNCH    1 2
 ED0573
 ED0573.Superseded values are not recommended for survey control.
 ED0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0573.See file dsdata.txt to determine how the superseded data were derived.
 ED0573
 ED0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT307869(NAD 83)
 ED0573_MARKER: DR = REFERENCE MARK DISK
 ED0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0573_STAMPING: 4 A 54 NO 1 1935
 ED0573_MARK LOGO: CGS   
 ED0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0573+STABILITY: SURFACE MOTION
 ED0573
 ED0573  HISTORY     - Date     Condition        Report By
 ED0573  HISTORY     - 1935     MONUMENTED       CGS
 ED0573  HISTORY     - 1960     GOOD             NGS
 ED0573  HISTORY     - 1976     MARK NOT FOUND   NGS
 ED0573  HISTORY     - 1982     POOR             NGS
 ED0573
 ED0573                          STATION DESCRIPTION
 ED0573
 ED0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0573'7.1 MI NE FROM BUFORD.
 ED0573'ABOUT 7.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0573'STATION AT BUFORD, 0.4 MILE NORTHEAST OF THE STATION AT FLOWERY
 ED0573'BRANCH, 0.3 MILE NORTHEAST OF MILEPOST 594, 8 FEET SOUTHEAST OF
 ED0573'THE SOUTHEAST RAIL OF SOUTHEAST MAIN TRACK, 55 1/2 FEET NORTHWEST
 ED0573'OF CENTER LINE OF U.S. HIGHWAY 23, 61.6 FEET NORTHEAST OF BENCH
 ED0573'MARK 4 A 54 (GA. GEOD. S), 25 1/2 FEET NORTH-NORTHWEST
 ED0573'OF A TELEPHONE POLE, 44 FEET NORTHEAST OF THE PROLONGED CENTER LINE
 ED0573'OF A ROAD LEADING SOUTHEAST ALONG THE NORTHEAST EDGE OF A CEMETERY,
 ED0573'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 ED0573'CONCRETE POST PROJECTING 4 INCHES.
 ED0573
 ED0573                          STATION RECOVERY (1976)
 ED0573
 ED0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0573'RAILROAD CROSSING PUT IN BELIEVED TO BE UNDER PAVEMENT.
 ED0573
 ED0573                          STATION RECOVERY (1982)
 ED0573
 ED0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0573'THE MARK WAS FOUND LEANING ABOUT 45 DEGREES, NOT LEVELED TO
 ED0573'IN 1982.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0532 ***********************************************************************
 CM0532  DESIGNATION -  4 E 31
 CM0532  PID         -  CM0532
 CM0532  STATE/COUNTY-  GA/MERIWETHER
 CM0532  USGS QUAD   -  WOODBURY (1985)
 CM0532
 CM0532                         *CURRENT SURVEY CONTROL
 CM0532  ___________________________________________________________________
 CM0532* NAD 83(1986)-  32 58 52.     (N)    084 34 41.     (W)     SCALED    
 CM0532* NAVD 88     -       237.327  (meters)     778.63   (feet)  ADJUSTED  
 CM0532  ___________________________________________________________________
 CM0532  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CM0532  DYNAMIC HT  -         237.054 (meters)     777.73  (feet)  COMP
 CM0532  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CM0532
 CM0532  VERT ORDER  -  FIRST     CLASS I
 CM0532
 CM0532.The horizontal coordinates were scaled from a topographic map and have
 CM0532.an estimated accuracy of +/- 6 seconds.
 CM0532
 CM0532.The orthometric height was determined by differential leveling
 CM0532.and adjusted by the National Geodetic Survey in June 1991..
 CM0532
 CM0532.The geoid height was determined by GEOID03.
 CM0532
 CM0532.The dynamic height is computed by dividing the NAVD 88
 CM0532.geopotential number by the normal gravity value computed on the
 CM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0532.degrees latitude (g = 980.6199 gals.).
 CM0532
 CM0532.The modeled gravity was interpolated from observed gravity values.
 CM0532
 CM0532;                    North         East    Units  Estimated Accuracy
 CM0532;SPC GA W     -   330,580.      661,550.      MT  (+/- 180 meters Scaled)
 CM0532
 CM0532                          SUPERSEDED SURVEY CONTROL
 CM0532
 CM0532  NGVD 29 (??/??/92)  237.314  (m)          778.59   (f) ADJ UNCH    1 1
 CM0532
 CM0532.Superseded values are not recommended for survey control.
 CM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0532.See file dsdata.txt to determine how the superseded data were derived.
 CM0532
 CM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB263517(NAD 83)
 CM0532_MARKER: DD = SURVEY DISK
 CM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0532_STAMPING: 4 E 31 778.716
 CM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0532+STABILITY: SURFACE MOTION
 CM0532
 CM0532  HISTORY     - Date     Condition        Report By
 CM0532  HISTORY     - UNK      MONUMENTED       GAGS
 CM0532  HISTORY     - 1958     GOOD             NGS
 CM0532  HISTORY     - 1968     GOOD             NGS
 CM0532
 CM0532                          STATION DESCRIPTION
 CM0532
 CM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0532'0.2 MI NE FROM WOODBURY.
 CM0532'ABOUT 0.2 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 CM0532'FROM THE STATION AT WOODBURY, 231 FEET NORTHEAST OF THE CENTER OF
 CM0532'THE CROSSING OF THE A.C.L. RR. AND THE SOUTHERN RAILWAY, 24 FEET
 CM0532'NORTHWEST OF THE NORTHWEST RAIL OF THE A.C.L. RR. MAIN TRACK, ON
 CM0532'THE TOP OF A CUT, 27 FEET NORTHEAST OF THE NORTHEAST END OF A
 CM0532'SPUR TRACK, 64 FEET EAST OF THE EAST CORNER OF A TARPAPER SIDING
 CM0532'WAREHOUSE BUILDING, 18 FEET NORTHEAST OF A TELEPHONE POLE, 79
 CM0532'FEET NORTHEAST OF A 2 LIGHT SIGNAL, 106 FEET NORTH AND ACROSS THE
 CM0532'A.C.L. RR. TRACK FROM A RAILROAD STOP SIGN, 1 FOOT NORTHEAST OF A
 CM0532'CONCRETE WITNESS POST, ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE
 CM0532'MAIN TRACK, A GEORGIA GEODETIC SURVEY DISK SET IN THE TOP OF A
 CM0532'OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE ATLANTIC COAST
 CM0532'LINE RR IS NOW THE SEABOARD COAST LINE RR.
 CM0532
 CM0532                          STATION RECOVERY (1968)
 CM0532
 CM0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0548 ***********************************************************************
 CM0548  DESIGNATION -  4 E 31
 CM0548  PID         -  CM0548
 CM0548  STATE/COUNTY-  GA/MERIWETHER
 CM0548  USGS QUAD   -  WOODBURY (1985)
 CM0548
 CM0548                         *CURRENT SURVEY CONTROL
 CM0548  ___________________________________________________________________
 CM0548* NAD 83(1986)-  32 58 52.     (N)    084 34 41.     (W)     SCALED    
 CM0548* NAVD 88     -       237.332  (meters)     778.65   (feet)  ADJUSTED  
 CM0548  ___________________________________________________________________
 CM0548  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CM0548  DYNAMIC HT  -         237.059 (meters)     777.75  (feet)  COMP
 CM0548  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CM0548
 CM0548  VERT ORDER  -  FIRST     CLASS II
 CM0548
 CM0548.The horizontal coordinates were scaled from a topographic map and have
 CM0548.an estimated accuracy of +/- 6 seconds.
 CM0548
 CM0548.The orthometric height was determined by differential leveling
 CM0548.and adjusted by the National Geodetic Survey in June 1991..
 CM0548
 CM0548.The geoid height was determined by GEOID03.
 CM0548
 CM0548.The dynamic height is computed by dividing the NAVD 88
 CM0548.geopotential number by the normal gravity value computed on the
 CM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0548.degrees latitude (g = 980.6199 gals.).
 CM0548
 CM0548.The modeled gravity was interpolated from observed gravity values.
 CM0548
 CM0548;                    North         East    Units  Estimated Accuracy
 CM0548;SPC GA W     -   330,580.      661,550.      MT  (+/- 180 meters Scaled)
 CM0548
 CM0548                          SUPERSEDED SURVEY CONTROL
 CM0548
 CM0548  NGVD 29 (??/??/92)  237.314  (m)          778.59   (f) ADJ UNCH    1 2
 CM0548
 CM0548.Superseded values are not recommended for survey control.
 CM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0548.See file dsdata.txt to determine how the superseded data were derived.
 CM0548
 CM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB263517(NAD 83)
 CM0548_MARKER: DD = SURVEY DISK
 CM0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0548_STAMPING: 4 E 778.716
 CM0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0548+STABILITY: SURFACE MOTION
 CM0548
 CM0548  HISTORY     - Date     Condition        Report By
 CM0548  HISTORY     - UNK      MONUMENTED       GAGS
 CM0548  HISTORY     - 1954     GOOD             NGS
 CM0548
 CM0548                          STATION DESCRIPTION
 CM0548
 CM0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0548'0.2 MI NE FROM WOODBURY.
 CM0548'LOCATED 0.2 MILE NORTHEAST OF THE STATION IN WOODBURY ALONG THE
 CM0548'ATLANTIC COASTLINE RAILROAD, 70 PACES NORTHEAST OF ITS CROSSING
 CM0548'WITH THE SOUTHERN RAILROAD.  IT IS ABOUT THE MIDDLE OF A FILL AT
 CM0548'THE NORTHEAST END OF A SIDE TRACK, 26 FEET NORTHEAST OF THE
 CM0548'NORTHEAST END OF A SIDETRACK, 24 FEET NORTHWEST OF THE NORTHWEST
 CM0548'RAIL OF THE COASTLINE RAILROAD, 18 FEET NORTHEAST OF A TELEGRAPH
 CM0548'POLE, 77 FEET NORTH OF A SIGNAL AND 64 FEET EAST OF THE SOUTHEAST
 CM0548'CORNER OF A WAREHOUSE.  IT IS A STANDARD STATE SURVEY DISK SET
 CM0548'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 CM0548'8 FEET HIGHER THAN THE MAIN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0550 ***********************************************************************
 CM0550  DESIGNATION -  4 E 34
 CM0550  PID         -  CM0550
 CM0550  STATE/COUNTY-  GA/MERIWETHER
 CM0550  USGS QUAD   -  WOODBURY (1985)
 CM0550
 CM0550                         *CURRENT SURVEY CONTROL
 CM0550  ___________________________________________________________________
 CM0550* NAD 83(1986)-  32 56 43.     (N)    084 36 03.     (W)     SCALED    
 CM0550* NAVD 88     -       221.123  (meters)     725.47   (feet)  ADJUSTED  
 CM0550  ___________________________________________________________________
 CM0550  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CM0550  DYNAMIC HT  -         220.868 (meters)     724.63  (feet)  COMP
 CM0550  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CM0550
 CM0550  VERT ORDER  -  SECOND    CLASS 0
 CM0550
 CM0550.The horizontal coordinates were scaled from a topographic map and have
 CM0550.an estimated accuracy of +/- 6 seconds.
 CM0550
 CM0550.The orthometric height was determined by differential leveling
 CM0550.and adjusted by the National Geodetic Survey in June 1991..
 CM0550
 CM0550.The geoid height was determined by GEOID03.
 CM0550
 CM0550.The dynamic height is computed by dividing the NAVD 88
 CM0550.geopotential number by the normal gravity value computed on the
 CM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0550.degrees latitude (g = 980.6199 gals.).
 CM0550
 CM0550.The modeled gravity was interpolated from observed gravity values.
 CM0550
 CM0550;                    North         East    Units  Estimated Accuracy
 CM0550;SPC GA W     -   326,620.      659,410.      MT  (+/- 180 meters Scaled)
 CM0550
 CM0550                          SUPERSEDED SURVEY CONTROL
 CM0550
 CM0550  NGVD 29 (??/??/92)  221.152  (m)          725.56   (f) ADJ UNCH    2 0
 CM0550
 CM0550.Superseded values are not recommended for survey control.
 CM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0550.See file dsdata.txt to determine how the superseded data were derived.
 CM0550
 CM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB242477(NAD 83)
 CM0550_MARKER: DD = SURVEY DISK
 CM0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0550_STAMPING: 4 E 34
 CM0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0550+STABILITY: SURFACE MOTION
 CM0550
 CM0550  HISTORY     - Date     Condition        Report By
 CM0550  HISTORY     - UNK      MONUMENTED       GAGS
 CM0550  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0550
 CM0550                          STATION DESCRIPTION
 CM0550
 CM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0550'2.7 MI SW FROM WOODBURY.
 CM0550'2.7 MILES SOUTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0550'RAILROAD FROM THE STATION AT WOODBURY, MERIWETHER COUNTY, 0.4 MILE
 CM0550'SOUTHWEST OF MILEPOST 264, 0.1 MILE SOUTHWEST OF A ROAD CROSSING,
 CM0550'AND 4.4 FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD
 CM0550'DISK, STAMPED 4 E 34 AND SET IN THE TOP OF A CONCRETE POST
 CM0550'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0552 ***********************************************************************
 CM0552  DESIGNATION -  4 E 35
 CM0552  PID         -  CM0552
 CM0552  STATE/COUNTY-  GA/MERIWETHER
 CM0552  USGS QUAD   -  WOODBURY (1985)
 CM0552
 CM0552                         *CURRENT SURVEY CONTROL
 CM0552  ___________________________________________________________________
 CM0552* NAD 83(1986)-  32 54 51.     (N)    084 36 12.     (W)     SCALED    
 CM0552* NAVD 88     -       244.768  (meters)     803.04   (feet)  ADJUSTED  
 CM0552  ___________________________________________________________________
 CM0552  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CM0552  DYNAMIC HT  -         244.487 (meters)     802.12  (feet)  COMP
 CM0552  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 CM0552
 CM0552  VERT ORDER  -  SECOND    CLASS 0
 CM0552
 CM0552.The horizontal coordinates were scaled from a topographic map and have
 CM0552.an estimated accuracy of +/- 6 seconds.
 CM0552
 CM0552.The orthometric height was determined by differential leveling
 CM0552.and adjusted by the National Geodetic Survey in June 1991..
 CM0552
 CM0552.The geoid height was determined by GEOID03.
 CM0552
 CM0552.The dynamic height is computed by dividing the NAVD 88
 CM0552.geopotential number by the normal gravity value computed on the
 CM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0552.degrees latitude (g = 980.6199 gals.).
 CM0552
 CM0552.The modeled gravity was interpolated from observed gravity values.
 CM0552
 CM0552;                    North         East    Units  Estimated Accuracy
 CM0552;SPC GA W     -   323,170.      659,160.      MT  (+/- 180 meters Scaled)
 CM0552
 CM0552                          SUPERSEDED SURVEY CONTROL
 CM0552
 CM0552  NGVD 29 (??/??/92)  244.799  (m)          803.14   (f) ADJ UNCH    2 0
 CM0552
 CM0552.Superseded values are not recommended for survey control.
 CM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0552.See file dsdata.txt to determine how the superseded data were derived.
 CM0552
 CM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB241443(NAD 83)
 CM0552_MARKER: DD = SURVEY DISK
 CM0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0552_STAMPING: 4 E 35
 CM0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0552+STABILITY: SURFACE MOTION
 CM0552
 CM0552  HISTORY     - Date     Condition        Report By
 CM0552  HISTORY     - UNK      MONUMENTED       GAGS
 CM0552  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0552
 CM0552                          STATION DESCRIPTION
 CM0552
 CM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0552'5.3 MI SW FROM WOODBURY.
 CM0552'5.3 MILES SOUTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0552'RAILROAD FROM THE STATION AT WOODBURY, MERIWETHER COUNTY, AT THE
 CM0552'SIDING AT PERSICO, 80 YARDS NORTH OF MILEPOST 261, AND 4 FEET WEST
 CM0552'OF THE WEST RAIL OF THE MAIN TRACK.  A STATE SURVEY STANDARD
 CM0552'DISK, STAMPED 4 E 35 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0552'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0553 ***********************************************************************
 CM0553  DESIGNATION -  4 E 36
 CM0553  PID         -  CM0553
 CM0553  STATE/COUNTY-  GA/MERIWETHER
 CM0553  USGS QUAD   -  WOODBURY (1985)
 CM0553
 CM0553                         *CURRENT SURVEY CONTROL
 CM0553  ___________________________________________________________________
 CM0553* NAD 83(1986)-  32 54 30.     (N)    084 36 06.     (W)     SCALED    
 CM0553* NAVD 88     -       251.641  (meters)     825.59   (feet)  ADJUSTED  
 CM0553  ___________________________________________________________________
 CM0553  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CM0553  DYNAMIC HT  -         251.352 (meters)     824.64  (feet)  COMP
 CM0553  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 CM0553
 CM0553  VERT ORDER  -  SECOND    CLASS 0
 CM0553
 CM0553.The horizontal coordinates were scaled from a topographic map and have
 CM0553.an estimated accuracy of +/- 6 seconds.
 CM0553
 CM0553.The orthometric height was determined by differential leveling
 CM0553.and adjusted by the National Geodetic Survey in June 1991..
 CM0553
 CM0553.The geoid height was determined by GEOID03.
 CM0553
 CM0553.The dynamic height is computed by dividing the NAVD 88
 CM0553.geopotential number by the normal gravity value computed on the
 CM0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0553.degrees latitude (g = 980.6199 gals.).
 CM0553
 CM0553.The modeled gravity was interpolated from observed gravity values.
 CM0553
 CM0553;                    North         East    Units  Estimated Accuracy
 CM0553;SPC GA W     -   322,520.      659,310.      MT  (+/- 180 meters Scaled)
 CM0553
 CM0553                          SUPERSEDED SURVEY CONTROL
 CM0553
 CM0553  NGVD 29 (??/??/92)  251.672  (m)          825.69   (f) ADJ UNCH    2 0
 CM0553
 CM0553.Superseded values are not recommended for survey control.
 CM0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0553.See file dsdata.txt to determine how the superseded data were derived.
 CM0553
 CM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB243436(NAD 83)
 CM0553_MARKER: DD = SURVEY DISK
 CM0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0553_STAMPING: 4 E 36
 CM0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0553+STABILITY: SURFACE MOTION
 CM0553
 CM0553  HISTORY     - Date     Condition        Report By
 CM0553  HISTORY     - UNK      MONUMENTED       GAGS
 CM0553  HISTORY     - 1954     MARK NOT FOUND   NGS
 CM0553
 CM0553                          STATION DESCRIPTION
 CM0553
 CM0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0553'5.7 MI SW FROM WOODBURY.
 CM0553'5.7 MILES SOUTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 CM0553'RAILROAD FROM THE STATION AT WOODBURY, MERIWETHER COUNTY, AT THE
 CM0553'SIDING AT PERSICO, 0.2 MILE NORTH OF A ROAD CROSSING, 75 YARDS
 CM0553'SOUTHEAST OF A SWITCH, AND 38 FEET NORTHEAST OF THE NORTHEAST RAIL
 CM0553'OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 4 E 36
 CM0553'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 CM0553'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0113 ***********************************************************************
 BR0113  DESIGNATION -  4 G 1
 BR0113  PID         -  BR0113
 BR0113  STATE/COUNTY-  GA/MCINTOSH
 BR0113  USGS QUAD   -  DARIEN (1993)
 BR0113
 BR0113                         *CURRENT SURVEY CONTROL
 BR0113  ___________________________________________________________________
 BR0113* NAD 83(1986)-  31 22 04.     (N)    081 25 59.     (W)     SCALED    
 BR0113* NAVD 88     -         8.389  (meters)      27.52   (feet)  ADJUSTED  
 BR0113  ___________________________________________________________________
 BR0113  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 BR0113  DYNAMIC HT  -           8.379 (meters)      27.49  (feet)  COMP
 BR0113  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 BR0113
 BR0113  VERT ORDER  -  FIRST     CLASS I
 BR0113
 BR0113.The horizontal coordinates were scaled from a topographic map and have
 BR0113.an estimated accuracy of +/- 6 seconds.
 BR0113
 BR0113.The orthometric height was determined by differential leveling
 BR0113.and adjusted by the National Geodetic Survey in May 1994..
 BR0113
 BR0113.The geoid height was determined by GEOID03.
 BR0113
 BR0113.The dynamic height is computed by dividing the NAVD 88
 BR0113.geopotential number by the normal gravity value computed on the
 BR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0113.degrees latitude (g = 980.6199 gals.).
 BR0113
 BR0113.The modeled gravity was interpolated from observed gravity values.
 BR0113
 BR0113;                    North         East    Units  Estimated Accuracy
 BR0113;SPC GA E     -   151,860.      269,790.      MT  (+/- 180 meters Scaled)
 BR0113
 BR0113                          SUPERSEDED SURVEY CONTROL
 BR0113
 BR0113  NAVD 88 (06/15/91)    8.393  (m)           27.54   (f) UNKNOWN     1 1
 BR0113  NGVD 29 (09/01/92)    8.688  (m)           28.50   (f) ADJUSTED    1 1
 BR0113
 BR0113.Superseded values are not recommended for survey control.
 BR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0113.See file dsdata.txt to determine how the superseded data were derived.
 BR0113
 BR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ588704(NAD 83)
 BR0113_MARKER: DD = SURVEY DISK
 BR0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0113_SP_SET: CONCRETE POST
 BR0113_STAMPING: 4 G 1
 BR0113_MARK LOGO: GAGS  
 BR0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0113+STABILITY: SURFACE MOTION
 BR0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0113+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 BR0113
 BR0113  HISTORY     - Date     Condition        Report By
 BR0113  HISTORY     - UNK      MONUMENTED       GAGS
 BR0113  HISTORY     - 1975     GOOD             NGS
 BR0113  HISTORY     - 19910322 GOOD             NGS
 BR0113
 BR0113                          STATION DESCRIPTION
 BR0113
 BR0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0113'0.4 MI S FROM DARIEN.
 BR0113'0.25 MILE SOUTH ALONG U.S. 17 FROM THE POST OFFICE AT DARIEN,
 BR0113'THENCE 0.10 MILE EAST ALONG FT. KING GEORGE DRIVE, 42.4 FEET
 BR0113'NORTH OF CENTER LINE OF THE DRIVE, 350 FEET EAST OF AND ACROSS
 BR0113'THE DRIVE FROM A ONE-STORY BRICK BUILDING, 60 FEET WEST OF THE
 BR0113'EAST END OF A CONCRETE SIDEWALK, 59.7 FEET EAST-NORTHEAST OF
 BR0113'A POWER POLE WITH TWO TRANSFORMERS, ABOUT 1 FOOT ABOVE THE LEVEL
 BR0113'OF THE DRIVE, SET AT THE NORTH EDGE OF THE SIDEWALK IN THE TOP
 BR0113'OF A 5-INCH ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.
 BR0113
 BR0113                          STATION RECOVERY (1991)
 BR0113
 BR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0113'IN DARIEN, AT THE INTERSECTION OF FORT KING GEORGE DRIVE AND FRANKLIN
 BR0113'STREET, 23.8 M (78.1 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK
 BR0113'HOUSE, 23.6 M (77.4 FT) NORTHWEST OF THE STREET CENTERLINE, 12.8 M
 BR0113'(42.0 FT) NORTHEAST OF THE CENTER OF THE DRIVE, 0.3 ABOVE THE LEVEL
 BR0113'OF THE STREET, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 BR0113'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0099 ***********************************************************************
 BR0099  DESIGNATION -  4 G 10 RESET
 BR0099  PID         -  BR0099
 BR0099  STATE/COUNTY-  GA/GLYNN
 BR0099  USGS QUAD   -  DARIEN (1993)
 BR0099
 BR0099                         *CURRENT SURVEY CONTROL
 BR0099  ___________________________________________________________________
 BR0099* NAD 83(1986)-  31 17 09.     (N)    081 26 31.     (W)     SCALED    
 BR0099* NAVD 88     -         4.58   (meters)      15.0    (feet)  RESET     
 BR0099  ___________________________________________________________________
 BR0099  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 BR0099
 BR0099  VERT ORDER  -  THIRD
 BR0099
 BR0099.The horizontal coordinates were scaled from a topographic map and have
 BR0099.an estimated accuracy of +/- 6 seconds.
 BR0099
 BR0099.The orthometric height was computed from unverified reset data.
 BR0099.No vertical observational check was made to the station.
 BR0099
 BR0099.The geoid height was determined by GEOID03.
 BR0099
 BR0099;                    North         East    Units  Estimated Accuracy
 BR0099;SPC GA E     -   142,760.      269,000.      MT  (+/- 180 meters Scaled)
 BR0099
 BR0099                          SUPERSEDED SURVEY CONTROL
 BR0099
 BR0099  NGVD 29 (??/??/??)    4.93   (m)           16.2    (f) RESET       3  
 BR0099
 BR0099.Superseded values are not recommended for survey control.
 BR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0099.See file dsdata.txt to determine how the superseded data were derived.
 BR0099
 BR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ579613(NAD 83)
 BR0099_MARKER: DD = SURVEY DISK
 BR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0099_STAMPING: 4 G 10 RESET 1955
 BR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0099+STABILITY: SURFACE MOTION
 BR0099
 BR0099  HISTORY     - Date     Condition        Report By
 BR0099  HISTORY     - 1955     MONUMENTED       CGS
 BR0099  HISTORY     - 1955     GOOD             NGS
 BR0099  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0099  HISTORY     - 1976     MARK NOT FOUND   NGS
 BR0099
 BR0099                          STATION DESCRIPTION
 BR0099
 BR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BR0099'THE MARK IS LOCATED 10.9 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE
 BR0099'POST OFFICE AT BRUNSWICK.  4.7 MILES NORTH OF THE ENTRANCE TO GLYNCO
 BR0099'NAVAL AIR STATION.  ABOUT 250 FEET NORTHEASTL OF A LARGE COCA COLA
 BR0099'SIGN.  124.7 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 17.  77.5
 BR0099'FEET NORTHWEST OF A 6 INCH CYPRESS.  20.0 FEET NORTHEAST OF THE
 BR0099'NORTHEAST CORNER OF A HOUSE.  11.2 FEET NORTH OF A WATER PUMP.  AND
 BR0099'3.0 FEET WEST OF A WITNESS POST.
 BR0099'
 BR0099'THE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT,
 BR0099'FLUSH WITH THE GROUND.
 BR0099
 BR0099                          STATION RECOVERY (1955)
 BR0099
 BR0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BR0099'10.9 MI N FROM BRUNSWICK.
 BR0099'THE MARK IS LOCATED 10.9 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE
 BR0099'POST OFFICE AT BRUNSWICK, 4.7 MILES NORTH OF THE ENTRANCE TO GLYNCO
 BR0099'NAVAL AIR STATION, ABOUT 250 FEET NORTHEAST OF A LARGE COCA COLA
 BR0099'SIGN, 124.7 FEET EAST OF THE CENTERLINE U.S. HIGHWAY 17, 77.5 FEET
 BR0099'NORTHWEST OF A 6-INCH CYPRESS, 20.0 FEET NORTHEAST OF THE
 BR0099'NORTHEAST CORNER OF A HOUSE, 11.2 FEET NORTH OF A WATER PUMP, AND
 BR0099'3.0 FEET WEST OF A WITNESS POST.  THE DISK IS SET IN THE TOP OF A
 BR0099'10-INCH ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 BR0099
 BR0099                          STATION RECOVERY (1975)
 BR0099
 BR0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0099'MARK NOT FOUND.
 BR0099
 BR0099                          STATION RECOVERY (1976)
 BR0099
 BR0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 BR0099'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE HOUSE MENTIONED IN
 BR0099'THE PREVIOUS DESCRIPTION BURNED DOWN IN 1961 AND SOME OLD REMAINS
 BR0099'WERE FOUND.  THE WATER PUMP IN PREVIOUS DESCRIPTION COULD NOT BE
 BR0099'FOUND AND THE AREA IS GROWEN UP IN BRIERS AND BRUSH.
 BR0099'
 BR0099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.9 MILES NORTH
 BR0099'OF BRUNSWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0096 ***********************************************************************
 BR0096  DESIGNATION -  4 G 11 RESET
 BR0096  PID         -  BR0096
 BR0096  STATE/COUNTY-  GA/GLYNN
 BR0096  USGS QUAD   -  DARIEN (1993)
 BR0096
 BR0096                         *CURRENT SURVEY CONTROL
 BR0096  ___________________________________________________________________
 BR0096* NAD 83(1986)-  31 16 35.     (N)    081 26 15.     (W)     SCALED    
 BR0096* NAVD 88     -         4.42   (meters)      14.5    (feet)  RESET     
 BR0096  ___________________________________________________________________
 BR0096  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 BR0096
 BR0096  VERT ORDER  -  THIRD
 BR0096
 BR0096.The horizontal coordinates were scaled from a topographic map and have
 BR0096.an estimated accuracy of +/- 6 seconds.
 BR0096
 BR0096.The orthometric height was computed from unverified reset data.
 BR0096.No vertical observational check was made to the station.
 BR0096
 BR0096.The geoid height was determined by GEOID03.
 BR0096
 BR0096;                    North         East    Units  Estimated Accuracy
 BR0096;SPC GA E     -   141,720.      269,430.      MT  (+/- 180 meters Scaled)
 BR0096
 BR0096                          SUPERSEDED SURVEY CONTROL
 BR0096
 BR0096  NGVD 29 (??/??/??)    4.77   (m)           15.6    (f) RESET       3  
 BR0096
 BR0096.Superseded values are not recommended for survey control.
 BR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0096.See file dsdata.txt to determine how the superseded data were derived.
 BR0096
 BR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ583603(NAD 83)
 BR0096_MARKER: DD = SURVEY DISK
 BR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0096_STAMPING: 4 G 11 RESET 1955
 BR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0096+STABILITY: SURFACE MOTION
 BR0096
 BR0096  HISTORY     - Date     Condition        Report By
 BR0096  HISTORY     - 1955     MONUMENTED       CGS
 BR0096  HISTORY     - 1955     GOOD             NGS
 BR0096  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0096  HISTORY     - 1976     MARK NOT FOUND   NGS
 BR0096
 BR0096                          STATION DESCRIPTION
 BR0096
 BR0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BR0096'THE MARK IS LOCATED 10.2 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE
 BR0096'POST OFFICE AT BRUNSWICK.  4.05 MILES NORTH OF THE ENTRANCE TO
 BR0096'GLYNCO NAVAL AIR STATION.  ABOUT 350 FEET NORTH OF WAYSIDE INN
 BR0096'MOTOR COURT.  206.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BR0096'SMALL TIN BUILDING.  93.4 FEET EAST OF THE CENTERLINE OF U.S.
 BR0096'HIGHWAY 17.  23.8 FEET SOUTHEAST OF A 24-INCH LIVE OAK.  AND 3.0 FEET
 BR0096'WEST OF A WITNESS POST.
 BR0096'
 BR0096'THE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT,
 BR0096'FLUSH WITH THE GROUND.
 BR0096
 BR0096                          STATION RECOVERY (1955)
 BR0096
 BR0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BR0096'10.2 MI N FROM BRUNSWICK.
 BR0096'THE MARK IS LOCATED 10.2 MILES NORTH ALONG U.S. HIGHWAY 17 FROM
 BR0096'THE POST OFFICE AT BRUNSWICK, 4.05 MILES NORTH OF THE ENTRANCE
 BR0096'TO GLYNCO NAVAL AIR STATION, ABOUT 350 FEET NORTH OF WAYSIDE INN
 BR0096'MOTOR COURT, 206.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BR0096'SMALL TIN BUILDING, 93.4 FEET EAST OF THE CENTERLINE OF U.S.
 BR0096'HIGHWAY 17, 23.8 FEET SOUTHEAST OF A 24-INCH LIVE OAK, AND 3.0 FEET
 BR0096'WEST OF A WITNESS POST.  THE DISK IS SET IN THE TOP OF A 10-INCH
 BR0096'ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 BR0096
 BR0096                          STATION RECOVERY (1975)
 BR0096
 BR0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0096'MARK NOT FOUND.
 BR0096
 BR0096                          STATION RECOVERY (1976)
 BR0096
 BR0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 BR0096'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 BR0096'
 BR0096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.2 MILES NORTH
 BR0096'OF BRUNSWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0093 ***********************************************************************
 BR0093  DESIGNATION -  4 G 13 RESET
 BR0093  PID         -  BR0093
 BR0093  STATE/COUNTY-  GA/GLYNN
 BR0093  USGS QUAD   -  DARIEN (1993)
 BR0093
 BR0093                         *CURRENT SURVEY CONTROL
 BR0093  ___________________________________________________________________
 BR0093* NAD 83(1986)-  31 15 02.     (N)    081 26 42.     (W)     SCALED    
 BR0093* NAVD 88     -         3.44   (meters)      11.3    (feet)  RESET     
 BR0093  ___________________________________________________________________
 BR0093  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 BR0093
 BR0093  VERT ORDER  -  THIRD
 BR0093
 BR0093.The horizontal coordinates were scaled from a topographic map and have
 BR0093.an estimated accuracy of +/- 6 seconds.
 BR0093
 BR0093.The orthometric height was computed from unverified reset data.
 BR0093.No vertical observational check was made to the station.
 BR0093
 BR0093.The geoid height was determined by GEOID03.
 BR0093
 BR0093;                    North         East    Units  Estimated Accuracy
 BR0093;SPC GA E     -   138,850.      268,740.      MT  (+/- 180 meters Scaled)
 BR0093
 BR0093                          SUPERSEDED SURVEY CONTROL
 BR0093
 BR0093  NGVD 29 (??/??/??)    3.80   (m)           12.5    (f) RESET       3  
 BR0093
 BR0093.Superseded values are not recommended for survey control.
 BR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0093.See file dsdata.txt to determine how the superseded data were derived.
 BR0093
 BR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ576574(NAD 83)
 BR0093_MARKER: DD = SURVEY DISK
 BR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0093_STAMPING: 4 G 13 RESET 1955
 BR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0093+STABILITY: SURFACE MOTION
 BR0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0093+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 BR0093
 BR0093  HISTORY     - Date     Condition        Report By
 BR0093  HISTORY     - 1955     MONUMENTED       CGS
 BR0093  HISTORY     - 1955     GOOD             NGS
 BR0093  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0093  HISTORY     - 1976     GOOD             NGS
 BR0093  HISTORY     - 1976     GOOD             NGS
 BR0093  HISTORY     - 20040727 GOOD             GADT
 BR0093
 BR0093                          STATION DESCRIPTION
 BR0093
 BR0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BR0093'THE MARK IS LOCATED 8.2 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE
 BR0093'POST OFFICE AT BRUNSWICK.  2.0 MILES NORTH OF ENTRANCE TO GLYNCO
 BR0093'NAVAL AIR STATION.  160.0 FEET NORTH OF THE CENTERLINE OF A PRIVATE
 BR0093'DRIVE LEADING TO MR. D.K. SMITHS HOUSE.  116.6 FEET EAST OF THE
 BR0093'CENTERLINE OF U.S. HIGHWAY 17.  16.8 FEET NORTHWEST OF AN 8-INCH
 BR0093'SWEET GUM.  11.5 FEET SOUTHWEST OF A 24-INCH CYPRESS.  AND 3.0
 BR0093'FEET WEST OF A WITNESS POST.
 BR0093'
 BR0093'THE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT,
 BR0093'FLUSH WITH THE GROUND.
 BR0093
 BR0093                          STATION RECOVERY (1955)
 BR0093
 BR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BR0093'8.2 MI N FROM BRUNSWICK.
 BR0093'THE MARK IS LOCATED 8.2 MILES NORTH ALONG U.S. HIGHWAY 17 FROM
 BR0093'THE POST OFFICE AT BRUNSWICK, 2.0 MILES NORTH OF ENTRANCE TO GLYNCO
 BR0093'NAVAL AIR STATION, 160.0 FEET NORTH OF THE CENTERLINE OF A PRIVATE
 BR0093'DRIVE LEADING TO MR. D. K. SMITHS HOUSE, 116.6 FEET EAST OF THE
 BR0093'CENTERLINE OF U.S. HIGHWAY 17, 16.8 FEET NORTHWEST OF AN 8-INCH
 BR0093'SWEET GUM, 11.5 FEET SOUTHWEST OF A 24-INCH CYPRESS, AND 3.0 FEET
 BR0093'WEST OF A WITNESS POST.  THE DISK IS SET IN THE TOP OF A 10-INCH
 BR0093'ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 BR0093
 BR0093                          STATION RECOVERY (1975)
 BR0093
 BR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0093'MARK NOT FOUND.
 BR0093
 BR0093                          STATION RECOVERY (1976)
 BR0093
 BR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 BR0093'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 310812, STA 1077.
 BR0093'
 BR0093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.2 MILES NORTH
 BR0093'OF BRUNSWICK.
 BR0093
 BR0093                          STATION RECOVERY (1976)
 BR0093
 BR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BR0093'RECOVERED IN GOOD CONDITION.
 BR0093
 BR0093                          STATION RECOVERY (2004)
 BR0093
 BR0093'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 BR0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0011 ***********************************************************************
 BR0011  DESIGNATION -  4 G 14
 BR0011  PID         -  BR0011
 BR0011  STATE/COUNTY-  GA/GLYNN
 BR0011  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0011
 BR0011                         *CURRENT SURVEY CONTROL
 BR0011  ___________________________________________________________________
 BR0011* NAD 83(1986)-  31 13 34.     (N)    081 27 34.     (W)     SCALED    
 BR0011* NAVD 88     -         3.122  (meters)      10.24   (feet)  ADJUSTED  
 BR0011  ___________________________________________________________________
 BR0011  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 BR0011  DYNAMIC HT  -           3.118 (meters)      10.23  (feet)  COMP
 BR0011  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 BR0011
 BR0011  VERT ORDER  -  FIRST     CLASS I
 BR0011
 BR0011.The horizontal coordinates were scaled from a topographic map and have
 BR0011.an estimated accuracy of +/- 6 seconds.
 BR0011
 BR0011.The orthometric height was determined by differential leveling
 BR0011.and adjusted by the National Geodetic Survey in June 1991..
 BR0011.WARNING-Repeat measurements at this control monument indicate possible
 BR0011.vertical movement.
 BR0011
 BR0011.The geoid height was determined by GEOID03.
 BR0011
 BR0011.The dynamic height is computed by dividing the NAVD 88
 BR0011.geopotential number by the normal gravity value computed on the
 BR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0011.degrees latitude (g = 980.6199 gals.).
 BR0011
 BR0011.The modeled gravity was interpolated from observed gravity values.
 BR0011
 BR0011;                    North         East    Units  Estimated Accuracy
 BR0011;SPC GA E     -   136,130.      267,380.      MT  (+/- 180 meters Scaled)
 BR0011
 BR0011                          SUPERSEDED SURVEY CONTROL
 BR0011
 BR0011  NGVD 29 (??/??/92)    3.429  (m)           11.25   (f) ADJ UNCH    1 1
 BR0011
 BR0011.Superseded values are not recommended for survey control.
 BR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0011.See file dsdata.txt to determine how the superseded data were derived.
 BR0011
 BR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ562547(NAD 83)
 BR0011_MARKER: DD = SURVEY DISK
 BR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0011_STAMPING: 4 G 14
 BR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0011+STABILITY: SURFACE MOTION
 BR0011
 BR0011  HISTORY     - Date     Condition        Report By
 BR0011  HISTORY     - UNK      MONUMENTED       GAGS
 BR0011  HISTORY     - 1975     GOOD             NGS
 BR0011  HISTORY     - 1976     GOOD             NGS
 BR0011  HISTORY     - 19910327 MARK NOT FOUND   NGS
 BR0011
 BR0011                          STATION DESCRIPTION
 BR0011
 BR0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0011'5 MI N FROM BRUNSWICK.
 BR0011'5.05 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BR0011'STATE HIGHWAY 25 AT BRUNSWICK, AT THE JUNCTION OF STATE HIGHWAY
 BR0011'303 AND U.S. HIGHWAY 17, 268 FEET NORTH OF SYLVAIS SERVICE
 BR0011'STATION, 56 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 303,
 BR0011'39.3 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 17, 14.8 FEET
 BR0011'SOUTHWEST OF A TELEPHONE POLE, 0.6 FOOT EAST OF A METAL WITNESS
 BR0011'POST, ABOUT LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF A
 BR0011'CONCRETE POST FLUSH WITH THE GROUND.
 BR0011
 BR0011                          STATION RECOVERY (1976)
 BR0011
 BR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BR0011'RECOVERED IN GOOD CONDITION.
 BR0011
 BR0011                          STATION RECOVERY (1991)
 BR0011
 BR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0011'THE HIGHWAY AT THE DESCRIBED LOCATION HAS BEEN WIDENED.  ASSUMED
 BR0011'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0012 ***********************************************************************
 BR0012  DESIGNATION -  4 G 15
 BR0012  PID         -  BR0012
 BR0012  STATE/COUNTY-  GA/GLYNN
 BR0012  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0012
 BR0012                         *CURRENT SURVEY CONTROL
 BR0012  ___________________________________________________________________
 BR0012* NAD 83(1986)-  31 12 50.     (N)    081 27 56.     (W)     SCALED    
 BR0012* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 BR0012  ___________________________________________________________________
 BR0012  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 BR0012  DYNAMIC HT  -           3.222 (meters)      10.57  (feet)  COMP
 BR0012  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BR0012
 BR0012  VERT ORDER  -  FIRST     CLASS II
 BR0012
 BR0012.The horizontal coordinates were scaled from a topographic map and have
 BR0012.an estimated accuracy of +/- 6 seconds.
 BR0012
 BR0012.The orthometric height was determined by differential leveling
 BR0012.and adjusted by the National Geodetic Survey in June 1991..
 BR0012
 BR0012.The geoid height was determined by GEOID03.
 BR0012
 BR0012.The dynamic height is computed by dividing the NAVD 88
 BR0012.geopotential number by the normal gravity value computed on the
 BR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0012.degrees latitude (g = 980.6199 gals.).
 BR0012
 BR0012.The modeled gravity was interpolated from observed gravity values.
 BR0012
 BR0012;                    North         East    Units  Estimated Accuracy
 BR0012;SPC GA E     -   134,770.      266,800.      MT  (+/- 180 meters Scaled)
 BR0012
 BR0012                          SUPERSEDED SURVEY CONTROL
 BR0012
 BR0012  NGVD 29 (??/??/92)    3.528  (m)           11.57   (f) ADJ UNCH    1 2
 BR0012
 BR0012.Superseded values are not recommended for survey control.
 BR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0012.See file dsdata.txt to determine how the superseded data were derived.
 BR0012
 BR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ556534(NAD 83)
 BR0012_MARKER: DD = SURVEY DISK
 BR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0012_STAMPING: 4 G 15
 BR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0012+STABILITY: SURFACE MOTION
 BR0012
 BR0012  HISTORY     - Date     Condition        Report By
 BR0012  HISTORY     - UNK      MONUMENTED       GAGS
 BR0012  HISTORY     - 1945     GOOD             NGS
 BR0012  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0012
 BR0012                          STATION DESCRIPTION
 BR0012
 BR0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BR0012'5.3 MI N FROM BRUNSWICK.
 BR0012'5.3 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE AT
 BR0012'BRUNSWICK, GLYNN COUNTY, NEAR PALM LODGE FOR TOURISTS, 85.4 FEET
 BR0012'SOUTHWEST OF THE T-JUNCTION OF A ROAD LEADING WEST, 50 FEET SOUTH
 BR0012'OF THE CENTERLINE OF THE ROAD, 20 FEET WEST OF THE EDGE OF THE
 BR0012'HIGHWAY PAVEMENT, AND 28.1 FEET NORTHWEST OF POLE 324.  A STATE
 BR0012'SURVEY STANDARD DISK, STAMPED 4 G 15 AND SET IN THE TOP OF A
 BR0012'CONCRETE POST FLUSH WITH THE GROUND.
 BR0012
 BR0012                          STATION RECOVERY (1975)
 BR0012
 BR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0013 ***********************************************************************
 BR0013  DESIGNATION -  4 G 16
 BR0013  PID         -  BR0013
 BR0013  STATE/COUNTY-  GA/GLYNN
 BR0013  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0013
 BR0013                         *CURRENT SURVEY CONTROL
 BR0013  ___________________________________________________________________
 BR0013* NAD 83(1986)-  31 11 51.     (N)    081 28 05.     (W)     SCALED    
 BR0013* NAVD 88     -         1.531  (meters)       5.02   (feet)  ADJUSTED  
 BR0013  ___________________________________________________________________
 BR0013  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 BR0013  DYNAMIC HT  -           1.529 (meters)       5.02  (feet)  COMP
 BR0013  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BR0013
 BR0013  VERT ORDER  -  FIRST     CLASS II
 BR0013
 BR0013.The horizontal coordinates were scaled from a topographic map and have
 BR0013.an estimated accuracy of +/- 6 seconds.
 BR0013
 BR0013.The orthometric height was determined by differential leveling
 BR0013.and adjusted by the National Geodetic Survey in June 1991..
 BR0013
 BR0013.The geoid height was determined by GEOID03.
 BR0013
 BR0013.The dynamic height is computed by dividing the NAVD 88
 BR0013.geopotential number by the normal gravity value computed on the
 BR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0013.degrees latitude (g = 980.6199 gals.).
 BR0013
 BR0013.The modeled gravity was interpolated from observed gravity values.
 BR0013
 BR0013;                    North         East    Units  Estimated Accuracy
 BR0013;SPC GA E     -   132,960.      266,580.      MT  (+/- 180 meters Scaled)
 BR0013
 BR0013                          SUPERSEDED SURVEY CONTROL
 BR0013
 BR0013  NGVD 29 (??/??/92)    1.831  (m)            6.01   (f) ADJ UNCH    1 2
 BR0013
 BR0013.Superseded values are not recommended for survey control.
 BR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0013.See file dsdata.txt to determine how the superseded data were derived.
 BR0013
 BR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ554515(NAD 83)
 BR0013_MARKER: DD = SURVEY DISK
 BR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0013_STAMPING: 4 G 16
 BR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0013+STABILITY: SURFACE MOTION
 BR0013
 BR0013  HISTORY     - Date     Condition        Report By
 BR0013  HISTORY     - UNK      MONUMENTED       GAGS
 BR0013  HISTORY     - 1945     GOOD             NGS
 BR0013  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0013
 BR0013                          STATION DESCRIPTION
 BR0013
 BR0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BR0013'4 MI N FROM BRUNSWICK.
 BR0013'4.0 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE AT
 BR0013'BRUNSWICK, GLYNN COUNTY, 57.4 FEET SOUTHEAST OF POLE 366, AT A
 BR0013'ROAD INTERSECTION, 23.3 FEET NORTHEAST (SOUTHEAST) OF THE
 BR0013'INTERSECTION, 14.3 FEET EAST OF THE EAST EDGE OF THE HIGHWAY
 BR0013'PAVEMENT, AND 7.8 FEET NORTHWEST OF A POWERLINE POLE.  A STATE
 BR0013'SURVEY STANDARD DISK, STAMPED 4 G 16 AND SET IN THE TOP OF A
 BR0013'CONCRETE POST FLUSH WITH THE GROUND.
 BR0013
 BR0013                          STATION RECOVERY (1975)
 BR0013
 BR0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0018 ***********************************************************************
 BR0018  DESIGNATION -  4 G 17
 BR0018  PID         -  BR0018
 BR0018  STATE/COUNTY-  GA/GLYNN
 BR0018  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0018
 BR0018                         *CURRENT SURVEY CONTROL
 BR0018  ___________________________________________________________________
 BR0018* NAD 83(1986)-  31 11 32.     (N)    081 28 12.     (W)     SCALED    
 BR0018* NAVD 88     -         2.357  (meters)       7.73   (feet)  ADJUSTED  
 BR0018  ___________________________________________________________________
 BR0018  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 BR0018  DYNAMIC HT  -           2.355 (meters)       7.73  (feet)  COMP
 BR0018  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BR0018
 BR0018  VERT ORDER  -  FIRST     CLASS II
 BR0018
 BR0018.The horizontal coordinates were scaled from a topographic map and have
 BR0018.an estimated accuracy of +/- 6 seconds.
 BR0018
 BR0018.The orthometric height was determined by differential leveling
 BR0018.and adjusted by the National Geodetic Survey in June 1991..
 BR0018
 BR0018.The geoid height was determined by GEOID03.
 BR0018
 BR0018.The dynamic height is computed by dividing the NAVD 88
 BR0018.geopotential number by the normal gravity value computed on the
 BR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0018.degrees latitude (g = 980.6199 gals.).
 BR0018
 BR0018.The modeled gravity was interpolated from observed gravity values.
 BR0018
 BR0018;                    North         East    Units  Estimated Accuracy
 BR0018;SPC GA E     -   132,370.      266,400.      MT  (+/- 180 meters Scaled)
 BR0018
 BR0018                          SUPERSEDED SURVEY CONTROL
 BR0018
 BR0018  NGVD 29 (??/??/92)    2.656  (m)            8.71   (f) ADJ UNCH    1 2
 BR0018
 BR0018.Superseded values are not recommended for survey control.
 BR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0018.See file dsdata.txt to determine how the superseded data were derived.
 BR0018
 BR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ552510(NAD 83)
 BR0018_MARKER: DD = SURVEY DISK
 BR0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0018_STAMPING: 4 G 17
 BR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0018+STABILITY: SURFACE MOTION
 BR0018
 BR0018  HISTORY     - Date     Condition        Report By
 BR0018  HISTORY     - UNK      MONUMENTED       GAGS
 BR0018  HISTORY     - 1945     GOOD             NGS
 BR0018  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0018
 BR0018                          STATION DESCRIPTION
 BR0018
 BR0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BR0018'3.7 MI N FROM BRUNSWICK.
 BR0018'3.7 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFICE AT
 BR0018'BRUNSWICK, GLYNN COUNTY, AT A DIRT ROAD INTERSECTION, 340 FEET
 BR0018'WEST OF THE WEST ERDGE OF THE HIGHWAY, 15.5 FEET SOUTH OF THE
 BR0018'CENTERLINE OF THE ROAD, IN FRONT OF A HOUSE, AND 6.2 FEET NORTHWEST
 BR0018'OF A 14-INCH EVERGREEN TREE.  A STATE SURVEY STANDARD DISK,
 BR0018'STAMPED 4 G 17 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BR0018'INCHES ABOVE GROUND
 BR0018
 BR0018                          STATION RECOVERY (1975)
 BR0018
 BR0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0194 ***********************************************************************
 BR0194  DESIGNATION -  4 G 30
 BR0194  PID         -  BR0194
 BR0194  STATE/COUNTY-  GA/GLYNN
 BR0194  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR0194
 BR0194                         *CURRENT SURVEY CONTROL
 BR0194  ___________________________________________________________________
 BR0194* NAD 83(1986)-  31 08 30.     (N)    081 35 06.     (W)     SCALED    
 BR0194* NAVD 88     -         4.578  (meters)      15.02   (feet)  ADJUSTED  
 BR0194  ___________________________________________________________________
 BR0194  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 BR0194  DYNAMIC HT  -           4.572 (meters)      15.00  (feet)  COMP
 BR0194  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BR0194
 BR0194  VERT ORDER  -  SECOND    CLASS 0
 BR0194
 BR0194.The horizontal coordinates were scaled from a topographic map and have
 BR0194.an estimated accuracy of +/- 6 seconds.
 BR0194
 BR0194.The orthometric height was determined by differential leveling
 BR0194.and adjusted by the National Geodetic Survey in June 1991..
 BR0194
 BR0194.The geoid height was determined by GEOID03.
 BR0194
 BR0194.The dynamic height is computed by dividing the NAVD 88
 BR0194.geopotential number by the normal gravity value computed on the
 BR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0194.degrees latitude (g = 980.6199 gals.).
 BR0194
 BR0194.The modeled gravity was interpolated from observed gravity values.
 BR0194
 BR0194;                    North         East    Units  Estimated Accuracy
 BR0194;SPC GA E     -   126,700.      255,460.      MT  (+/- 180 meters Scaled)
 BR0194
 BR0194                          SUPERSEDED SURVEY CONTROL
 BR0194
 BR0194  NGVD 29 (??/??/92)    4.906  (m)           16.10   (f) ADJ UNCH    2 0
 BR0194
 BR0194.Superseded values are not recommended for survey control.
 BR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0194.See file dsdata.txt to determine how the superseded data were derived.
 BR0194
 BR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ442454(NAD 83)
 BR0194_MARKER: DD = SURVEY DISK
 BR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0194_STAMPING: 4 G 30
 BR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0194+STABILITY: SURFACE MOTION
 BR0194
 BR0194  HISTORY     - Date     Condition        Report By
 BR0194  HISTORY     - UNK      MONUMENTED       GAGS
 BR0194  HISTORY     - 1961     GOOD             NGS
 BR0194
 BR0194                          STATION DESCRIPTION
 BR0194
 BR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0194'9.9 MI NE FROM WAVERLY.
 BR0194'9.9 MILES NORTHEAST ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BR0194'WAVERLY.  THE MARK IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY
 BR0194'303 AND U.S. HIGHWAY 64.  69 FEET NORTH OF THE CENTER LINE OF STATE
 BR0194'HIGHWAY 303, 146 FEET WEST OF HIGHWAY 84 AND 25 FEET WEST OF A
 BR0194'CULVERT.  SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE LEVEL
 BR0194'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0104 ***********************************************************************
 BR0104  DESIGNATION -  4 G 8
 BR0104  PID         -  BR0104
 BR0104  STATE/COUNTY-  GA/GLYNN
 BR0104  USGS QUAD   -  DARIEN (1993)
 BR0104
 BR0104                         *CURRENT SURVEY CONTROL
 BR0104  ___________________________________________________________________
 BR0104* NAD 83(1986)-  31 18 27.     (N)    081 27 42.     (W)     SCALED    
 BR0104* NAVD 88     -         7.824  (meters)      25.67   (feet)  ADJUSTED  
 BR0104  ___________________________________________________________________
 BR0104  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 BR0104  DYNAMIC HT  -           7.815 (meters)      25.64  (feet)  COMP
 BR0104  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 BR0104
 BR0104  VERT ORDER  -  SECOND    CLASS 0
 BR0104
 BR0104.The horizontal coordinates were scaled from a topographic map and have
 BR0104.an estimated accuracy of +/- 6 seconds.
 BR0104
 BR0104.The orthometric height was determined by differential leveling
 BR0104.and adjusted by the National Geodetic Survey in June 1991..
 BR0104
 BR0104.The geoid height was determined by GEOID03.
 BR0104
 BR0104.The dynamic height is computed by dividing the NAVD 88
 BR0104.geopotential number by the normal gravity value computed on the
 BR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0104.degrees latitude (g = 980.6199 gals.).
 BR0104
 BR0104.The modeled gravity was interpolated from observed gravity values.
 BR0104
 BR0104;                    North         East    Units  Estimated Accuracy
 BR0104;SPC GA E     -   145,150.      267,110.      MT  (+/- 180 meters Scaled)
 BR0104
 BR0104                          SUPERSEDED SURVEY CONTROL
 BR0104
 BR0104  NGVD 29 (??/??/92)    8.121  (m)           26.64   (f) ADJ UNCH    2 0
 BR0104
 BR0104.Superseded values are not recommended for survey control.
 BR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0104.See file dsdata.txt to determine how the superseded data were derived.
 BR0104
 BR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ560637(NAD 83)
 BR0104_MARKER: DD = SURVEY DISK
 BR0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0104_STAMPING: 4 G 8
 BR0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0104+STABILITY: SURFACE MOTION
 BR0104
 BR0104  HISTORY     - Date     Condition        Report By
 BR0104  HISTORY     - UNK      MONUMENTED       GAGS
 BR0104  HISTORY     - 1945     GOOD             NGS
 BR0104  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0104
 BR0104                          STATION DESCRIPTION
 BR0104
 BR0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BR0104'12.8 MI N FROM BRUNSWICK.
 BR0104'LOCATED 12.85 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE POST
 BR0104'OFFICE AT BRUNSWICK, AT THE JUNCTION OF U. S. 17 AND STATE 99 (TO
 BR0104'BOYS ESTATE, GA.).  IN THE NORTHWEST TRIANGLE AT THE VERY EDGE OF A 6
 BR0104'FOOT BLUFF, 78.0 FEET WEST OF THE CENTERLINE OF U.S. 17, 44.3 FEET
 BR0104'NORTH OF THE CENTERLINE OF STATE 99, 22.5 FEET NORTHEAST OF A
 BR0104'POWER POLE, AND 5.6 FEET SOUTH OF A FENCE LINE.  SET IN THE TOP OF
 BR0104'A 5-INCH ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.
 BR0104
 BR0104                          STATION RECOVERY (1975)
 BR0104
 BR0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2399 ***********************************************************************
 DE2399  DESIGNATION -  4 WHC
 DE2399  PID         -  DE2399
 DE2399  STATE/COUNTY-  GA/BURKE
 DE2399  USGS QUAD   -  MC BEAN (1980)
 DE2399
 DE2399                         *CURRENT SURVEY CONTROL
 DE2399  ___________________________________________________________________
 DE2399* NAD 83(1986)-  33 08 53.     (N)    081 53 53.     (W)     SCALED    
 DE2399* NAVD 88     -        98.086  (meters)     321.80   (feet)  ADJUSTED  
 DE2399  ___________________________________________________________________
 DE2399  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DE2399  DYNAMIC HT  -          97.977 (meters)     321.45  (feet)  COMP
 DE2399  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 DE2399
 DE2399  VERT ORDER  -  FIRST     CLASS II
 DE2399
 DE2399.The horizontal coordinates were scaled from a topographic map and have
 DE2399.an estimated accuracy of +/- 6 seconds.
 DE2399
 DE2399.The orthometric height was determined by differential leveling
 DE2399.and adjusted by the National Geodetic Survey in June 1991..
 DE2399
 DE2399.The geoid height was determined by GEOID03.
 DE2399
 DE2399.The dynamic height is computed by dividing the NAVD 88
 DE2399.geopotential number by the normal gravity value computed on the
 DE2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE2399.degrees latitude (g = 980.6199 gals.).
 DE2399
 DE2399.The modeled gravity was interpolated from observed gravity values.
 DE2399
 DE2399;                    North         East    Units  Estimated Accuracy
 DE2399;SPC GA E     -   349,050.      225,060.      MT  (+/- 180 meters Scaled)
 DE2399
 DE2399                          SUPERSEDED SURVEY CONTROL
 DE2399
 DE2399.No superseded survey control is available for this station.
 DE2399
 DE2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS162680(NAD 83)
 DE2399_MARKER: DB = BENCH MARK DISK
 DE2399_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE2399_SP_SET: PORCH STOOP
 DE2399_STAMPING: 4 WHC 1961 322
 DE2399_MARK LOGO: USGS  
 DE2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE2399
 DE2399  HISTORY     - Date     Condition        Report By
 DE2399  HISTORY     - 1961     MONUMENTED       USGS
 DE2399  HISTORY     - 1983     GOOD             GAPC
 DE2399
 DE2399                          STATION DESCRIPTION
 DE2399
 DE2399'DESCRIBED BY GEORGIA POWER COMPANY 1983
 DE2399'8.1 MI NE FROM WAYNESBORO.
 DE2399'4.25 MI NORTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 DE2399'WAYNESBORO TO THE JUNCTION OF STATE HIGHWAY 80 LEADING EAST (RIGHT),
 DE2399'THENCE ABOUT 3.25 MI EAST ALONG STATE HIGHWAY 80 TO THE FORKS OF THE
 DE2399'HIGHWAY CURVING NORTH AND A PAVED COUNTY MAINTAINED ROAD LEADING EAST
 DE2399'(STRAIGHT AHEAD), THENCE ABOUT 0.6 MI EAST ALONG THE PAVED COUNTY
 DE2399'MAINTAINED ROAD, AT THE CROSSROADS WITH A PAVED COUNTY MAINTAINED
 DE2399'ROAD RUNNING NORTH AND SOUTH AT SHELL BLUFF COMMUNITY, ABOUT 65 FT
 DE2399'WEST OF THE CROSSROADS, 61 FT NORTH OF THE CENTER LINE OF THE ROAD,
 DE2399'36 FT NORTHEAST OF A 42 IN CEDAR TREE, 19 FT NORTHEAST OF AN 18 IN
 DE2399'PECAN TREE, 3.7 FT SOUTH OF THE FRONT PORCH ON THE DWELLING PORTION
 DE2399'OF THE FRAME BUILDING FORMERLY CALLED SHELL BLUFF GROCERY, AND 10.8
 DE2399'FT WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE PORCH AT THE WEST
 DE2399'SIDE OF STORE PORTION OF THE SAME BUILDING.
 DE2399'THE MARK IS 2.4 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2279 ***********************************************************************
 BT2279  DESIGNATION -  40 DSC
 BT2279  PID         -  BT2279
 BT2279  STATE/COUNTY-  GA/DOUGHERTY
 BT2279  USGS QUAD   -  RED STORE CROSSROADS (1974)
 BT2279
 BT2279                         *CURRENT SURVEY CONTROL
 BT2279  ___________________________________________________________________
 BT2279* NAD 83(1994)-  31 26 38.52947(N)    084 16 02.28844(W)     ADJUSTED  
 BT2279* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BT2279  ___________________________________________________________________
 BT2279  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BT2279  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT2279
 BT2279  HORZ ORDER  -  SECOND
 BT2279
 BT2279.The horizontal coordinates were established by classical geodetic methods
 BT2279.and adjusted by the National Geodetic Survey in September 1997..
 BT2279.No horizontal observational check was made to the station.
 BT2279
 BT2279.The orthometric height was scaled from a topographic map.
 BT2279
 BT2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2279
 BT2279.The geoid height was determined by GEOID03.
 BT2279
 BT2279;                    North         East     Units Scale Factor Converg.
 BT2279;SPC GA W     -   160,081.027   690,434.641   MT  0.99990113   -0 03 09.0
 BT2279;SPC GA W     -   525,199.17  2,265,200.98   sFT  0.99990113   -0 03 09.0
 BT2279;UTM  16      - 3,482,046.342   759,708.433   MT  1.00043199   +1 25 34.9
 BT2279
 BT2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2279!SPC GA W     -   0.99999602  x   0.99990113  =   0.99989715
 BT2279!UTM  16      -   0.99999602  x   1.00043199  =   1.00042800
 BT2279
 BT2279                          SUPERSEDED SURVEY CONTROL
 BT2279
 BT2279  NAD 83(1986)-  31 26 38.53541(N)    084 16 02.29465(W) AD(       ) 2
 BT2279
 BT2279.Superseded values are not recommended for survey control.
 BT2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2279.See file dsdata.txt to determine how the superseded data were derived.
 BT2279
 BT2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5970882046(NAD 83)
 BT2279_MARKER: A = ALUMINUM MARKER
 BT2279_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2279_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2279_MARK LOGO: GA-095
 BT2279_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2279+STABILITY: POSITION/ELEVATION WELL
 BT2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2279+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BT2279
 BT2279  HISTORY     - Date     Condition        Report By
 BT2279  HISTORY     - 1988     MONUMENTED       HOBBS
 BT2279
 BT2279                          STATION DESCRIPTION
 BT2279
 BT2279'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 BT2279'STATION LOCATED IN SOUTHERN DOUGHERTY COUNTY, GEORGIA, ABOUT 0.7 MI
 BT2279'(1.13 KM) NORTH OF BAKER COUNTY LINE ON HIGHWAY 91. MARK IS AZIMUTH
 BT2279'MARK FOR GPS STATION---G 39 DSC 1988.
 BT2279'TO REACH THE MARK FROM THE STATION, GO NORTHEAST ON NEWTON ROAD FOR
 BT2279'0.72 MI (1.16 KM) TO THE MARK ON THE SOUTHEAST (RIGHT) SIDE OF THE
 BT2279'ROAD.
 BT2279'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2279'SURVEY, STAMPED 40 DSC 1988, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2279'TO REFUSAL DEPTH. THE MARK IS PROTECTED BY A CAST IRON VALVE BOX WITH
 BT2279'A CAST IRON COVER MARKED WATER. THE TOP OF THE COVER IS 0.70 FT
 BT2279'(0.21 M) BELOW THE SURFACE OF THE GROUND, AND IS ABOUT 1.20 FT
 BT2279'(0.37 M) BELOW THE TOP OF THE COVER.
 BT2279'THE MARK IS LOCATED 21.6 FT (6.58 M) SOUTHEAST OF THE CENTERLINE OF
 BT2279'NEWTON ROAD, AND 3799.7 FT (1158.15 M)  NORTHEAST OF THE GPS STATION
 BT2279'G39 DSC 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0011 ***********************************************************************
 EE0011  DESIGNATION -  401
 EE0011  PID         -  EE0011
 EE0011  STATE/COUNTY-  GA/GILMER
 EE0011  USGS QUAD   -  CASHES VALLEY (1988)
 EE0011
 EE0011                         *CURRENT SURVEY CONTROL
 EE0011  ___________________________________________________________________
 EE0011* NAD 83(1986)-  34 48 08.     (N)    084 22 46.     (W)     SCALED    
 EE0011* NAVD 88     -       465.647  (meters)    1527.71   (feet)  ADJUSTED  
 EE0011  ___________________________________________________________________
 EE0011  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0011  DYNAMIC HT  -         465.158 (meters)    1526.11  (feet)  COMP
 EE0011  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 EE0011
 EE0011  VERT ORDER  -  SECOND    CLASS 0
 EE0011
 EE0011.The horizontal coordinates were scaled from a topographic map and have
 EE0011.an estimated accuracy of +/- 6 seconds.
 EE0011
 EE0011.The orthometric height was determined by differential leveling
 EE0011.and adjusted by the National Geodetic Survey in June 1991..
 EE0011
 EE0011.The geoid height was determined by GEOID03.
 EE0011
 EE0011.The dynamic height is computed by dividing the NAVD 88
 EE0011.geopotential number by the normal gravity value computed on the
 EE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0011.degrees latitude (g = 980.6199 gals.).
 EE0011
 EE0011.The modeled gravity was interpolated from observed gravity values.
 EE0011
 EE0011;                    North         East    Units  Estimated Accuracy
 EE0011;SPC GA W     -   532,510.      680,530.      MT  (+/- 180 meters Scaled)
 EE0011
 EE0011                          SUPERSEDED SURVEY CONTROL
 EE0011
 EE0011  NGVD 29 (??/??/92)  465.651  (m)         1527.72   (f) ADJ UNCH    2 0
 EE0011
 EE0011.Superseded values are not recommended for survey control.
 EE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0011.See file dsdata.txt to determine how the superseded data were derived.
 EE0011
 EE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD397542(NAD 83)
 EE0011_MARKER: Z = SEE DESCRIPTION
 EE0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0011_SP_SET: HEADWALL
 EE0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0011
 EE0011  HISTORY     - Date     Condition        Report By
 EE0011  HISTORY     - UNK      MONUMENTED       LNRR
 EE0011  HISTORY     - 1972     GOOD             NGS
 EE0011
 EE0011                          STATION DESCRIPTION
 EE0011
 EE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0011'5.5 MI SW FROM BLUE RIDGE.
 EE0011'ABOUT 5.5 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0011'RAILROAD FROM THE STATION AT BLUE RIDGE, OR ABOUT 0.5 MILE
 EE0011'EAST ALONG STATE HIGHWAY 52 (RIVER STREET) FROM THE COUNTY
 EE0011'COURTHOUSE AT ELLIJAY, THENCE 9.8 MILES NORTHEAST ALONG THE
 EE0011'LOUISVILLE AND NASHVILLE RAILROAD, 277 1/2 FEET NORTHEAST OF
 EE0011'MILEPOST 401, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EE0011'MAIN TRACK, A PAINTED SQUARE ON THE TOP OF THE SOUTH CORNER OF
 EE0011'THE SOUTHEAST, 10-FOOT, CONCRETE HEADWALL FOR A 3- BY 2-FOOT
 EE0011'CONCRETE CULVERT, 181 FEET NORTHEAST OF THE CENTER OF A CROSSING
 EE0011'OF THE MAIN TRACK AND A GRAVELED ROAD, 194 1/2 FEET SOUTHWEST
 EE0011'OF A SWITCH STAND, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0517 ***********************************************************************
 DF0517  DESIGNATION -  401
 DF0517  PID         -  DF0517
 DF0517  STATE/COUNTY-  GA/BALDWIN
 DF0517  USGS QUAD   -  HADDOCK (1978)
 DF0517
 DF0517                         *CURRENT SURVEY CONTROL
 DF0517  ___________________________________________________________________
 DF0517* NAD 83(1986)-  33 02 21.     (N)    083 23 31.     (W)     SCALED    
 DF0517* NAVD 88     -       122.132  (meters)     400.69   (feet)  ADJUSTED  
 DF0517  ___________________________________________________________________
 DF0517  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DF0517  DYNAMIC HT  -         122.000 (meters)     400.26  (feet)  COMP
 DF0517  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 DF0517
 DF0517  VERT ORDER  -  FIRST     CLASS II
 DF0517
 DF0517.The horizontal coordinates were scaled from a topographic map and have
 DF0517.an estimated accuracy of +/- 6 seconds.
 DF0517
 DF0517.The orthometric height was determined by differential leveling
 DF0517.and adjusted by the National Geodetic Survey in June 1991..
 DF0517
 DF0517.The geoid height was determined by GEOID03.
 DF0517
 DF0517.The dynamic height is computed by dividing the NAVD 88
 DF0517.geopotential number by the normal gravity value computed on the
 DF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0517.degrees latitude (g = 980.6199 gals.).
 DF0517
 DF0517.The modeled gravity was interpolated from observed gravity values.
 DF0517
 DF0517;                    North         East    Units  Estimated Accuracy
 DF0517;SPC GA E     -   337,610.       85,550.      MT  (+/- 180 meters Scaled)
 DF0517
 DF0517                          SUPERSEDED SURVEY CONTROL
 DF0517
 DF0517  NGVD 29 (??/??/92)  122.29   (m)          401.2    (f) COMPUTED    1 2
 DF0517
 DF0517.Superseded values are not recommended for survey control.
 DF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0517.See file dsdata.txt to determine how the superseded data were derived.
 DF0517
 DF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS766581(NAD 83)
 DF0517_MARKER: DD = SURVEY DISK
 DF0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0517_SP_SET: MILEPOST
 DF0517_STAMPING: 401 401.213
 DF0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0517
 DF0517  HISTORY     - Date     Condition        Report By
 DF0517  HISTORY     - UNK      MONUMENTED       USGS
 DF0517  HISTORY     - 1954     GOOD             NGS
 DF0517
 DF0517                          STATION DESCRIPTION
 DF0517
 DF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0517'2.1 MI E FROM HADDOCK.
 DF0517'THE ORIGINAL DESCRIPTION IS ADEQUATE.  ABOUT 2 MILES WEST ALONG
 DF0517'THE GEORGIA RAILROAD FROM THE STATION AT BROWNS, BALDWIN COUNTY,
 DF0517'AND IN THE TOP OF MILEPOST 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0518 ***********************************************************************
 DF0518  DESIGNATION -  401 USGS RESET 1957
 DF0518  PID         -  DF0518
 DF0518  STATE/COUNTY-  GA/BALDWIN
 DF0518  USGS QUAD   -  HADDOCK (1978)
 DF0518
 DF0518                         *CURRENT SURVEY CONTROL
 DF0518  ___________________________________________________________________
 DF0518* NAD 83(1986)-  33 02 22.     (N)    083 23 31.     (W)     SCALED    
 DF0518* NAVD 88     -       123.135  (meters)     403.99   (feet)  ADJUSTED  
 DF0518  ___________________________________________________________________
 DF0518  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DF0518  DYNAMIC HT  -         123.002 (meters)     403.55  (feet)  COMP
 DF0518  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DF0518
 DF0518  VERT ORDER  -  FIRST     CLASS II
 DF0518
 DF0518.The horizontal coordinates were scaled from a topographic map and have
 DF0518.an estimated accuracy of +/- 6 seconds.
 DF0518
 DF0518.The orthometric height was determined by differential leveling
 DF0518.and adjusted by the National Geodetic Survey in June 1991..
 DF0518
 DF0518.The geoid height was determined by GEOID03.
 DF0518
 DF0518.The dynamic height is computed by dividing the NAVD 88
 DF0518.geopotential number by the normal gravity value computed on the
 DF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0518.degrees latitude (g = 980.6199 gals.).
 DF0518
 DF0518.The modeled gravity was interpolated from observed gravity values.
 DF0518
 DF0518;                    North         East    Units  Estimated Accuracy
 DF0518;SPC GA E     -   337,640.       85,550.      MT  (+/- 180 meters Scaled)
 DF0518
 DF0518                          SUPERSEDED SURVEY CONTROL
 DF0518
 DF0518  NGVD 29 (??/??/92)  123.292  (m)          404.50   (f) ADJ UNCH    1 2
 DF0518
 DF0518.Superseded values are not recommended for survey control.
 DF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0518.See file dsdata.txt to determine how the superseded data were derived.
 DF0518
 DF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS766582(NAD 83)
 DF0518_MARKER: DD = SURVEY DISK
 DF0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0518_SP_SET: MILEPOST
 DF0518_STAMPING: 401 RESET 1957
 DF0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0518
 DF0518  HISTORY     - Date     Condition        Report By
 DF0518  HISTORY     - 1957     MONUMENTED       USGS
 DF0518  HISTORY     - 1962     POOR             NGS
 DF0518  HISTORY     - 1976     GOOD             NGS
 DF0518
 DF0518                          STATION DESCRIPTION
 DF0518
 DF0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0518'2.2 MI E FROM HADDOCK.
 DF0518'2.15 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0518'AT HADDOCK, ON THE TOP OF MILEPOST M 56, 8 1/2 FEET SOUTH OF
 DF0518'THE SOUTH RAIL AND 4 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- NOT
 DF0518'FIT FOR PRECISE WORK.  ALSO THE USE OF A STEPLADDER IS
 DF0518'REQUIRED IN ORDER TO HOLD A ROD ON THIS MARK.
 DF0518
 DF0518                          STATION RECOVERY (1976)
 DF0518
 DF0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1087 ***********************************************************************
 DF1087  DESIGNATION -  403 USGS
 DF1087  PID         -  DF1087
 DF1087  STATE/COUNTY-  GA/WARREN
 DF1087  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1087
 DF1087                         *CURRENT SURVEY CONTROL
 DF1087  ___________________________________________________________________
 DF1087* NAD 83(1986)-  33 18 06.     (N)    082 44 43.     (W)     SCALED    
 DF1087* NAVD 88     -       122.550  (meters)     402.07   (feet)  ADJUSTED  
 DF1087  ___________________________________________________________________
 DF1087  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF1087  DYNAMIC HT  -         122.419 (meters)     401.64  (feet)  COMP
 DF1087  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DF1087
 DF1087  VERT ORDER  -  FIRST     CLASS II
 DF1087
 DF1087.The horizontal coordinates were scaled from a topographic map and have
 DF1087.an estimated accuracy of +/- 6 seconds.
 DF1087
 DF1087.The orthometric height was determined by differential leveling
 DF1087.and adjusted by the National Geodetic Survey in June 1991..
 DF1087
 DF1087.The geoid height was determined by GEOID03.
 DF1087
 DF1087.The dynamic height is computed by dividing the NAVD 88
 DF1087.geopotential number by the normal gravity value computed on the
 DF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1087.degrees latitude (g = 980.6199 gals.).
 DF1087
 DF1087.The modeled gravity was interpolated from observed gravity values.
 DF1087
 DF1087;                    North         East    Units  Estimated Accuracy
 DF1087;SPC GA E     -   366,200.      146,120.      MT  (+/- 180 meters Scaled)
 DF1087
 DF1087                          SUPERSEDED SURVEY CONTROL
 DF1087
 DF1087.No superseded survey control is available for this station.
 DF1087
 DF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS375860(NAD 83)
 DF1087_MARKER: DD = SURVEY DISK
 DF1087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF1087_SP_SET: HEADWALL CULVERT
 DF1087_STAMPING: 403 FT. 53HSC 1971
 DF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1087+STABILITY: SURFACE MOTION
 DF1087
 DF1087  HISTORY     - Date     Condition        Report By
 DF1087  HISTORY     - 1971     MONUMENTED       USGS
 DF1087  HISTORY     - 1979     GOOD             NGS
 DF1087
 DF1087                          STATION DESCRIPTION
 DF1087
 DF1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1087'2.15 MI EAST FROM JEWELL.
 DF1087'2.15 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE IN
 DF1087'JEWELL TO THE MARK ON THE RIGHT, AT THE SOUTHWEST CORNER OF THE
 DF1087'JUNCTION OF STATE HIGHWAYS 16 AND 123, SET IN TOP OF THE SOUTHWEST
 DF1087'HEADWALL OF CULVERT UNDER HIGHWAY 123, 70 FEET SOUTH OF THE
 DF1087'CENTERLINE OF 16, 43 FEET WEST OF THE CENTERLINE OF 123.
 DF1087'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0007 ***********************************************************************
 EE0007  DESIGNATION -  406
 EE0007  PID         -  EE0007
 EE0007  STATE/COUNTY-  GA/GILMER
 EE0007  USGS QUAD   -  ELLIJAY (1971)
 EE0007
 EE0007                         *CURRENT SURVEY CONTROL
 EE0007  ___________________________________________________________________
 EE0007* NAD 83(1986)-  34 44 54.     (N)    084 24 56.     (W)     SCALED    
 EE0007* NAVD 88     -       431.069  (meters)    1414.27   (feet)  ADJUSTED  
 EE0007  ___________________________________________________________________
 EE0007  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE0007  DYNAMIC HT  -         430.616 (meters)    1412.78  (feet)  COMP
 EE0007  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 EE0007
 EE0007  VERT ORDER  -  SECOND    CLASS 0
 EE0007
 EE0007.The horizontal coordinates were scaled from a topographic map and have
 EE0007.an estimated accuracy of +/- 6 seconds.
 EE0007
 EE0007.The orthometric height was determined by differential leveling
 EE0007.and adjusted by the National Geodetic Survey in June 1991..
 EE0007
 EE0007.The geoid height was determined by GEOID03.
 EE0007
 EE0007.The dynamic height is computed by dividing the NAVD 88
 EE0007.geopotential number by the normal gravity value computed on the
 EE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0007.degrees latitude (g = 980.6199 gals.).
 EE0007
 EE0007.The modeled gravity was interpolated from observed gravity values.
 EE0007
 EE0007;                    North         East    Units  Estimated Accuracy
 EE0007;SPC GA W     -   526,540.      677,210.      MT  (+/- 180 meters Scaled)
 EE0007
 EE0007                          SUPERSEDED SURVEY CONTROL
 EE0007
 EE0007  NGVD 29 (??/??/92)  431.07   (m)         1414.3    (f) COMPUTED    2 0
 EE0007
 EE0007.Superseded values are not recommended for survey control.
 EE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0007.See file dsdata.txt to determine how the superseded data were derived.
 EE0007
 EE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD365481(NAD 83)
 EE0007_MARKER: Q = CHISELED SQUARE
 EE0007_SETTING: 66 = SET IN ROCK OUTCROP
 EE0007_SP_SET: ROCK CUT
 EE0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0007+STABILITY: POSITION/ELEVATION WELL
 EE0007
 EE0007  HISTORY     - Date     Condition        Report By
 EE0007  HISTORY     - UNK      MONUMENTED       LNRR
 EE0007  HISTORY     - 1972     GOOD             NGS
 EE0007
 EE0007                          STATION DESCRIPTION
 EE0007
 EE0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0007'6 MI NE FROM ELLIJAY.
 EE0007'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 52 (RIVER STREET) FROM
 EE0007'THE COUNTY COURTHOUSE AT ELLIJAY, THENCE 5.5 MILES NORTHEAST
 EE0007'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 44 1/2 FEET SOUTHWEST
 EE0007'OF THE CENTER OF A CROSSING OF THE TRACK AND A NARROW GRAVELED
 EE0007'ROAD, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, A CHISELED CROSS
 EE0007'ON THE INSIDE OF A CHISELED SQUARE ON A LEDGE NEAR THE FOOT OF A
 EE0007'LARGE ROCK IN A ROCK CUT ON THE SOUTHEAST SIDE OF THE TRACK,
 EE0007'29 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 82 FEET
 EE0007'SOUTHWEST OF THE CENTER OF TWO 48-INCH METAL CULVERTS THAT ARE
 EE0007'10 FEET APART AND ARE UNDER THE TRACKS, 69 FEET SOUTH OF A
 EE0007'TELEGRAPH POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 EE0007'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4322 ***********************************************************************
 AB4322  DESIGNATION -  406
 AB4322  PID         -  AB4322
 AB4322  STATE/COUNTY-  GA/DE KALB
 AB4322  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4322
 AB4322                         *CURRENT SURVEY CONTROL
 AB4322  ___________________________________________________________________
 AB4322* NAD 83(1994)-  33 49 31.94564(N)    084 11 44.53253(W)     ADJUSTED  
 AB4322* NAVD 88     -       331.0    (meters)    1086.     (feet)  GPS OBS   
 AB4322  ___________________________________________________________________
 AB4322  X           -     536,429.186 (meters)                     COMP
 AB4322  Y           -  -5,277,110.900 (meters)                     COMP
 AB4322  Z           -   3,530,555.071 (meters)                     COMP
 AB4322  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AB4322  ELLIP HEIGHT-         301.48  (meters)          (09/03/97) GPS OBS
 AB4322  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AB4322
 AB4322  HORZ ORDER  -  FIRST
 AB4322  ELLP ORDER  -  FOURTH    CLASS II
 AB4322
 AB4322.The horizontal coordinates were established by GPS observations
 AB4322.and adjusted by the National Geodetic Survey in September 1997..
 AB4322
 AB4322.The orthometric height was determined by GPS observations and a
 AB4322.high-resolution geoid model.
 AB4322
 AB4322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4322
 AB4322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4322
 AB4322.The ellipsoidal height was determined by GPS observations
 AB4322.and is referenced to NAD 83.
 AB4322
 AB4322.The geoid height was determined by GEOID03.
 AB4322
 AB4322;                    North         East     Units Scale Factor Converg.
 AB4322;SPC GA W     -   424,154.809   697,312.237   MT  0.99990009   -0 00 58.2
 AB4322;SPC GA W     - 1,391,581.24  2,287,765.23   sFT  0.99990009   -0 00 58.2
 AB4322;UTM  16      - 3,746,349.860   759,538.636   MT  1.00043048   +1 33 42.9
 AB4322
 AB4322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4322!SPC GA W     -   0.99995267  x   0.99990009  =   0.99985277
 AB4322!UTM  16      -   0.99995267  x   1.00043048  =   1.00038313
 AB4322
 AB4322:                Primary Azimuth Mark                     Grid Az
 AB4322:SPC GA W     -  5084                                     110 14 18.1
 AB4322:UTM  16      -  5084                                     108 39 37.0
 AB4322
 AB4322|---------------------------------------------------------------------|
 AB4322| PID    Reference Object                     Distance      Geod. Az  |
 AB4322|                                                           dddmmss.s |
 AB4322| AB4369 5084                                466.830 METERS 1101319.9 |
 AB4322|---------------------------------------------------------------------|
 AB4322
 AB4322                          SUPERSEDED SURVEY CONTROL
 AB4322
 AB4322  NAD 83(1994)-  33 49 31.94534(N)    084 11 44.53188(W) AD(       ) 1
 AB4322  ELLIP H (06/18/96)  301.48   (m)                       GP(       ) 4 1
 AB4322
 AB4322.Superseded values are not recommended for survey control.
 AB4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4322.See file dsdata.txt to determine how the superseded data were derived.
 AB4322
 AB4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5953946350(NAD 83)
 AB4322_MARKER: DB = BENCH MARK DISK
 AB4322_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4322_STAMPING: 406
 AB4322_MARK LOGO: GA-089
 AB4322_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4322+STABILITY: SURFACE MOTION
 AB4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4322+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4322
 AB4322  HISTORY     - Date     Condition        Report By
 AB4322  HISTORY     - UNK      MONUMENTED
 AB4322  HISTORY     - 19950326 GOOD             MSI
 AB4322
 AB4322                          STATION DESCRIPTION
 AB4322
 AB4322'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4322'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 78 AND MOUNTAIN
 AB4322'INDUSTRIAL BLVD., PROCEED SOUTH ALONG MOUNTAIN IND. BLVD. FOR 0.75 MI
 AB4322'(1.21 KM) TO INTERSECTION WITH PONCE DE LEON AVE., STATION LOCATED ON
 AB4322'THE SOUTHEAST SIDE OF THE INTERSECTION IN A SIDEWALK BLOCK AT THE
 AB4322'NORTH END OF THE BRIDGE (RAILROAD OVERPASS). STATION IS A BENCHMARK
 AB4322'DISK SET IN A CONCRETE SIDEWALK BLOCK STAMPED 406 AND IS LOCATED 1.23
 AB4322'M (4.04 FT) EAST OF EDGE OF ASPHALT (HAIRSTON RD.), 0.63 M (2.07 FT)
 AB4322'WEST OF ABUTMENT, 12.3 M (40.4 FT) SOUTH OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0223 ***********************************************************************
 CK0223  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0223  DESIGNATION -  41
 CK0223  PID         -  CK0223
 CK0223  STATE/COUNTY-  GA/CHATHAM
 CK0223  USGS QUAD   -  SAVANNAH (1978)
 CK0223
 CK0223                         *CURRENT SURVEY CONTROL
 CK0223  ___________________________________________________________________
 CK0223* NAD 83(1986)-  32 04 46.     (N)    081 04 59.     (W)     SCALED    
 CK0223* NAVD 88     -        12.154  (meters)      39.88   (feet)  ADJUSTED  
 CK0223  ___________________________________________________________________
 CK0223  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 CK0223  DYNAMIC HT  -          12.140 (meters)      39.83  (feet)  COMP
 CK0223  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 CK0223
 CK0223  VERT ORDER  -  FIRST     CLASS I
 CK0223
 CK0223.The horizontal coordinates were scaled from a topographic map and have
 CK0223.an estimated accuracy of +/- 6 seconds.
 CK0223
 CK0223.The orthometric height was determined by differential leveling
 CK0223.and adjusted by the National Geodetic Survey in May 1994..
 CK0223
 CK0223.This Tidal Bench Mark is designated as VM 4723
 CK0223.by the Center for Operational Oceanographic Products and Services.
 CK0223
 CK0223.The geoid height was determined by GEOID03.
 CK0223
 CK0223.The dynamic height is computed by dividing the NAVD 88
 CK0223.geopotential number by the normal gravity value computed on the
 CK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0223.degrees latitude (g = 980.6199 gals.).
 CK0223
 CK0223.The modeled gravity was interpolated from observed gravity values.
 CK0223
 CK0223;                    North         East    Units  Estimated Accuracy
 CK0223;SPC GA E     -   231,040.      302,300.      MT  (+/- 180 meters Scaled)
 CK0223
 CK0223                          SUPERSEDED SURVEY CONTROL
 CK0223
 CK0223  NAVD 88 (06/15/91)   12.158  (m)           39.89   (f) UNKNOWN     1 1
 CK0223  NGVD 29 (09/01/92)   12.438  (m)           40.81   (f) ADJUSTED    1 1
 CK0223
 CK0223.Superseded values are not recommended for survey control.
 CK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0223.See file dsdata.txt to determine how the superseded data were derived.
 CK0223
 CK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR921492(NAD 83)
 CK0223_MARKER: P = PIPE CAP
 CK0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0223_STAMPING: 40.896 1917
 CK0223_MARK LOGO: USGS  
 CK0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0223+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 CK0223
 CK0223  HISTORY     - Date     Condition        Report By
 CK0223  HISTORY     - 1917     MONUMENTED       USGS
 CK0223  HISTORY     - 1955     GOOD             NGS
 CK0223  HISTORY     - 1989     GOOD             USPSQD
 CK0223  HISTORY     - 19910226 GOOD             NGS
 CK0223  HISTORY     - 19961124 GOOD             USPSQD
 CK0223  HISTORY     - 20040505 GOOD             GEOCAC
 CK0223  HISTORY     - 20040911 GOOD             USPSQD
 CK0223
 CK0223                          STATION DESCRIPTION
 CK0223
 CK0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0223'AT SAVANNAH.
 CK0223'AT SAVANNAH, AT THE JUNCTION OF BAY STREET AND EAST BROAD
 CK0223'STREET, IN THE SOUTHEAST CORNER OF A SMALL PARK ALONG NORTH SIDE
 CK0223'OF BAY STREET, ABOUT 75 FEET NORTH OF CENTER LINE OF BAY STREET,
 CK0223'ABOUT 50 FEET WEST OF EXTENDED CENTER LINE OF EAST BROAD STREET,
 CK0223'5 FEET WEST OF A STONE RETAINING WALL AT EAST END OF PARK, 63
 CK0223'FEET EAST OF AN OLD BEACON LIGHT, 19 1/2 FEET NORTHEAST OF A
 CK0223'24-INCH ELM TREE, 21 FEET SOUTHEAST OF AN 18-INCH OAK TREE, AND
 CK0223'PROJECTING 8 INCHES.
 CK0223
 CK0223                          STATION RECOVERY (1989)
 CK0223
 CK0223'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0223'RECOVERED IN GOOD CONDITION.
 CK0223
 CK0223                          STATION RECOVERY (1991)
 CK0223
 CK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0223'IN SAVANNAH, AT THE INTERSECTION OF BAY AND EAST BROAD STREETS, NEAR
 CK0223'THE SOUTHEAST CORNER OF A SMALL PARK, 27.1 M (88.9 FT) NORTH OF THE
 CK0223'CENTERLINE OF BAY STREET, 19.3 M (63.3 FT) SOUTHEAST OF THE CENTER OF
 CK0223'A GATE AND A STAIRWAY, 18.8 M (61.7 FT) EAST OF A LIGHTHOUSE BEACON
 CK0223'BEING USED AS A PARK DISPLAY, 11.0 M (36.1 FT) WEST OF THE EXTENDED
 CK0223'CENTERLINE OF THE SOUTHBOUND LANES OF EAST BROAD STREET, 1.3 M
 CK0223'(4.3 FT) WEST OF A WROUGHT IRON FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL
 CK0223'OF THE STREETS, AND THE CAP IS AFFIXED TO A 4-INCH METAL PIPE THAT
 CK0223'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 CK0223
 CK0223                          STATION RECOVERY (1996)
 CK0223
 CK0223'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0223'RECOVERED IN GOOD CONDITION.
 CK0223
 CK0223                          STATION RECOVERY (2004)
 CK0223
 CK0223'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK0223'MARK FOUND AS DESCRIBED, IN GOOD CONDITION
 CK0223
 CK0223                          STATION RECOVERY (2004)
 CK0223
 CK0223'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1566 ***********************************************************************
 CM1566  DESIGNATION -  41 AWT USGS 1974
 CM1566  PID         -  CM1566
 CM1566  STATE/COUNTY-  GA/TAYLOR
 CM1566  USGS QUAD   -  BUTLER WEST (1985)
 CM1566
 CM1566                         *CURRENT SURVEY CONTROL
 CM1566  ___________________________________________________________________
 CM1566* NAD 83(1994)-  32 36 50.74274(N)    084 20 21.05726(W)     ADJUSTED  
 CM1566* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 CM1566  ___________________________________________________________________
 CM1566  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CM1566  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CM1566
 CM1566  HORZ ORDER  -  SECOND
 CM1566  VERT ORDER  -  THIRD ? (See Below)
 CM1566
 CM1566.The horizontal coordinates were established by classical geodetic methods
 CM1566.and adjusted by the National Geodetic Survey in September 1997..
 CM1566.No horizontal observational check was made to the station.
 CM1566
 CM1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1566.The vertical order pertains to the NGVD 29 superseded value.
 CM1566
 CM1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1566
 CM1566.The geoid height was determined by GEOID03.
 CM1566
 CM1566;                    North         East     Units Scale Factor Converg.
 CM1566;SPC GA W     -   289,821.559   683,809.625   MT  0.99990323   -0 05 34.7
 CM1566;SPC GA W     -   950,856.23  2,243,465.41   sFT  0.99990323   -0 05 34.7
 CM1566;UTM  16      - 3,611,632.920   749,676.790   MT  1.00036876   +1 26 05.5
 CM1566
 CM1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1566!SPC GA W     -   0.99997634  x   0.99990323  =   0.99987957
 CM1566!UTM  16      -   0.99997634  x   1.00036876  =   1.00034509
 CM1566
 CM1566                          SUPERSEDED SURVEY CONTROL
 CM1566
 CM1566  NAD 83(1986)-  32 36 50.74775(N)    084 20 21.05625(W) AD(       ) 2
 CM1566  NAD 27      -  32 36 50.23681(N)    084 20 21.35380(W) AD(       ) 2
 CM1566  NGVD 29 (07/19/86)  177.5    (m)          582.     (f) LEVELING    3  
 CM1566
 CM1566.Superseded values are not recommended for survey control.
 CM1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1566.See file dsdata.txt to determine how the superseded data were derived.
 CM1566
 CM1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4967711633(NAD 83)
 CM1566_MARKER: DD = SURVEY DISK
 CM1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1566+STABILITY: SURFACE MOTION
 CM1566
 CM1566  HISTORY     - Date     Condition        Report By
 CM1566  HISTORY     - 1974     MONUMENTED       USGS
 CM1566
 CM1566                          STATION DESCRIPTION
 CM1566
 CM1566'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (WRN)
 CM1566'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF BUTLER AND
 CM1566'8-1/2 MILES EAST OF JUNCTION CITY ON COUNTY RIGHT-OF-WAY.
 CM1566'
 CM1566'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, GO WEST ALONG
 CM1566'STATE ROUTES 96 AND 137 FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE
 CM1566'96 FORKING TO THE RIGHT AND STATE ROUTE 137 TO THE LEFT.  CONTINUE
 CM1566'WESTERLY ALONG STATE ROUTE 96 FOR 2.95 MILES TO THE JUNCTION OF
 CM1566'COUNTY ROAD 63 TO THE LEFT.  CONTINUE WESTERLY ALONG STATE ROUTE
 CM1566'96 FOR 2.35 MILES TO THE JUNCTION OF COUNTY ROAD 73 CROSSING.
 CM1566'TURN RIGHT GOING NORTH ALONG COUNTY ROAD 73 FOR 1.35 MILES TO
 CM1566'THE PATSILIGA CREEK BRIDGE.  CONTINUE ALONG COUNTY ROAD 73
 CM1566'FOR 0.95 MILE TO THE STATION ON THE LEFT.
 CM1566'
 CM1566'THE STATION IS A U.S. DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY
 CM1566'STANDARD DISK STAMPED 41 AWT 1970 SET IN THE TOP OF AN 8-INCH
 CM1566'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 CM1566'IS LOCATED 33 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 33
 CM1566'FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 84 AND 46 FEET
 CM1566'SOUTH OF THE POINT OF INTERSECTION OF THE CENTERLINE OF THE
 CM1566'COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1707 ***********************************************************************
 BD1707  DESIGNATION -  41 SKS
 BD1707  PID         -  BD1707
 BD1707  STATE/COUNTY-  GA/ECHOLS
 BD1707  USGS QUAD   -  TARVER (1971)
 BD1707
 BD1707                         *CURRENT SURVEY CONTROL
 BD1707  ___________________________________________________________________
 BD1707* NAD 83(1986)-  30 44 33.     (N)    082 55 06.     (W)     SCALED    
 BD1707* NAVD 88     -        46.822  (meters)     153.62   (feet)  ADJUSTED  
 BD1707  ___________________________________________________________________
 BD1707  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BD1707  DYNAMIC HT  -          46.762 (meters)     153.42  (feet)  COMP
 BD1707  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 BD1707
 BD1707  VERT ORDER  -  FIRST     CLASS II
 BD1707
 BD1707.The horizontal coordinates were scaled from a topographic map and have
 BD1707.an estimated accuracy of +/- 6 seconds.
 BD1707
 BD1707.The orthometric height was determined by differential leveling
 BD1707.and adjusted by the National Geodetic Survey in June 1991..
 BD1707
 BD1707.The geoid height was determined by GEOID03.
 BD1707
 BD1707.The dynamic height is computed by dividing the NAVD 88
 BD1707.geopotential number by the normal gravity value computed on the
 BD1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1707.degrees latitude (g = 980.6199 gals.).
 BD1707
 BD1707.The modeled gravity was interpolated from observed gravity values.
 BD1707
 BD1707;                    North         East    Units  Estimated Accuracy
 BD1707;SPC GA E     -    82,550.      128,030.      MT  (+/- 180 meters Scaled)
 BD1707
 BD1707                          SUPERSEDED SURVEY CONTROL
 BD1707
 BD1707  NGVD 29 (??/??/92)   47.039  (m)          154.33   (f) ADJ UNCH    1 2
 BD1707
 BD1707.Superseded values are not recommended for survey control.
 BD1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1707.See file dsdata.txt to determine how the superseded data were derived.
 BD1707
 BD1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ163026(NAD 83)
 BD1707_MARKER: DD = SURVEY DISK
 BD1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1707_STAMPING: 41 SKS 1957 15
 BD1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1707+STABILITY: SURFACE MOTION
 BD1707
 BD1707  HISTORY     - Date     Condition        Report By
 BD1707  HISTORY     - 1957     MONUMENTED       USGS
 BD1707  HISTORY     - 1957     GOOD             NGS
 BD1707
 BD1707                          STATION DESCRIPTION
 BD1707
 BD1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1707'2.8 MI N FROM TARVER.
 BD1707'ABOUT 2.75 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BD1707'THE CROSSING OF STATE HIGHWAY 94 AT TARVER, AT ALEXIS, 73 FEET
 BD1707'WEST OF THE WEST RAIL, 79 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 BD1707'INTERSECTION OF A ROAD AND MAIN TRACK, 55 1/2 FEET EAST OF THE
 BD1707'NORTHEAST CORNER OF AN UNOCCUPIED STORE BUILDING, 27 FEET SOUTH
 BD1707'OF THE CENTER LINE OF A ROAD, 11 FEET SOUTH OF A CROSSING SIGN
 BD1707'POST, ABOUT 0.15 MILE SOUTH OF MILEPOST NO. R 639/S 148, 1 FOOT
 BD1707'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BD1707'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4302 ***********************************************************************
 AB4302  DESIGNATION -  416
 AB4302  PID         -  AB4302
 AB4302  STATE/COUNTY-  GA/DE KALB
 AB4302  USGS QUAD   -  REDAN (1983)
 AB4302
 AB4302                         *CURRENT SURVEY CONTROL
 AB4302  ___________________________________________________________________
 AB4302* NAD 83(1994)-  33 44 47.70680(N)    084 08 22.57828(W)     ADJUSTED  
 AB4302* NAVD 88     -       301.9    (meters)     990.     (feet)  GPS OBS   
 AB4302  ___________________________________________________________________
 AB4302  X           -     542,090.583 (meters)                     COMP
 AB4302  Y           -  -5,281,404.075 (meters)                     COMP
 AB4302  Z           -   3,523,260.064 (meters)                     COMP
 AB4302  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AB4302  ELLIP HEIGHT-         272.59  (meters)          (09/03/97) GPS OBS
 AB4302  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AB4302
 AB4302  HORZ ORDER  -  FIRST
 AB4302  ELLP ORDER  -  FOURTH    CLASS II
 AB4302
 AB4302.The horizontal coordinates were established by GPS observations
 AB4302.and adjusted by the National Geodetic Survey in September 1997..
 AB4302
 AB4302.The orthometric height was determined by GPS observations and a
 AB4302.high-resolution geoid model.
 AB4302
 AB4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4302
 AB4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4302
 AB4302.The ellipsoidal height was determined by GPS observations
 AB4302.and is referenced to NAD 83.
 AB4302
 AB4302.The geoid height was determined by GEOID03.
 AB4302
 AB4302;                    North         East     Units Scale Factor Converg.
 AB4302;SPC GA W     -   415,398.037   702,507.228   MT  0.99990008   +0 00 54.1
 AB4302;SPC GA W     - 1,362,851.73  2,304,809.13   sFT  0.99990008   +0 00 54.1
 AB4302;UTM  16      - 3,737,734.606   764,975.551   MT  1.00046566   +1 35 23.8
 AB4302
 AB4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4302!SPC GA W     -   0.99995721  x   0.99990008  =   0.99985729
 AB4302!UTM  16      -   0.99995721  x   1.00046566  =   1.00042285
 AB4302
 AB4302                          SUPERSEDED SURVEY CONTROL
 AB4302
 AB4302  NAD 83(1994)-  33 44 47.70651(N)    084 08 22.57775(W) AD(       ) 1
 AB4302  ELLIP H (06/18/96)  272.60   (m)                       GP(       ) 4 1
 AB4302
 AB4302.Superseded values are not recommended for survey control.
 AB4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4302.See file dsdata.txt to determine how the superseded data were derived.
 AB4302
 AB4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6497637735(NAD 83)
 AB4302_MARKER: DB = BENCH MARK DISK
 AB4302_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4302_STAMPING: 416
 AB4302_MARK LOGO: GA-089
 AB4302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4302+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 AB4302
 AB4302  HISTORY     - Date     Condition        Report By
 AB4302  HISTORY     - UNK      MONUMENTED       GA-089
 AB4302  HISTORY     - 19950324 GOOD             MSI
 AB4302  HISTORY     - 20050523 GOOD             INDIV
 AB4302
 AB4302                          STATION DESCRIPTION
 AB4302
 AB4302'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4302'TO REACH THE STATION FROM THE INTERSECTION OF STONE MOUNTAIN LITHONIA
 AB4302'RD. AND WELLBORNE RD., PROCEED EAST ON ST. MNT. LITH. RD. FOR 0.1 MI
 AB4302'(0.2 KM) TO INTERSECTION WITH SHADOW ROCK RD. AND STATION IN NORTHEAST
 AB4302'QUADRANT OF INTERSECTION. STATION ON SOUTHWEST CORNER OF ROCK/CONCRETE
 AB4302'CULVERT. STATION IS A BRASS DISK SET IN A CONCRETE/ROCK CULVERT
 AB4302'STAMPED 416 AND IS LOCATED 4.7 FT (1.4 M) NORTHEAST OF GUARDRAIL, 20.9
 AB4302'FT (6.4 M) SOUTHEAST OF POWER POLE.
 AB4302
 AB4302                          STATION RECOVERY (2005)
 AB4302
 AB4302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DRD)
 AB4302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0599 ***********************************************************************
 DF0599  DESIGNATION -  419
 DF0599  PID         -  DF0599
 DF0599  STATE/COUNTY-  GA/PUTNAM
 DF0599  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF0599
 DF0599                         *CURRENT SURVEY CONTROL
 DF0599  ___________________________________________________________________
 DF0599* NAD 83(1986)-  33 11 17.     (N)    083 20 41.     (W)     SCALED    
 DF0599* NAVD 88     -       127.888  (meters)     419.58   (feet)  ADJUSTED  
 DF0599  ___________________________________________________________________
 DF0599  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DF0599  DYNAMIC HT  -         127.753 (meters)     419.14  (feet)  COMP
 DF0599  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 DF0599
 DF0599  VERT ORDER  -  FIRST     CLASS II
 DF0599
 DF0599.The horizontal coordinates were scaled from a topographic map and have
 DF0599.an estimated accuracy of +/- 6 seconds.
 DF0599
 DF0599.The orthometric height was determined by differential leveling
 DF0599.and adjusted by the National Geodetic Survey in June 1991..
 DF0599
 DF0599.The geoid height was determined by GEOID03.
 DF0599
 DF0599.The dynamic height is computed by dividing the NAVD 88
 DF0599.geopotential number by the normal gravity value computed on the
 DF0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0599.degrees latitude (g = 980.6199 gals.).
 DF0599
 DF0599.The modeled gravity was interpolated from observed gravity values.
 DF0599
 DF0599;                    North         East    Units  Estimated Accuracy
 DF0599;SPC GA W     -   353,760.      776,640.      MT  (+/- 180 meters Scaled)
 DF0599
 DF0599                          SUPERSEDED SURVEY CONTROL
 DF0599
 DF0599  NGVD 29 (??/??/92)  128.044  (m)          420.09   (f) ADJ UNCH    1 2
 DF0599
 DF0599.Superseded values are not recommended for survey control.
 DF0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0599.See file dsdata.txt to determine how the superseded data were derived.
 DF0599
 DF0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS814745(NAD 83)
 DF0599_MARKER: P = PIPE CAP
 DF0599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0599_STAMPING: 419 420.091
 DF0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0599
 DF0599  HISTORY     - Date     Condition        Report By
 DF0599  HISTORY     - UNK      MONUMENTED       USGS
 DF0599  HISTORY     - 1959     GOOD             NGS
 DF0599  HISTORY     - 20010530 MARK NOT FOUND   GADT
 DF0599
 DF0599                          STATION DESCRIPTION
 DF0599
 DF0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0599'9.6 MI NW FROM MILLEDGEVILLE.
 DF0599'9.6 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DF0599'THE CROSSING OF THE GEORGIA RAILROAD AT MILLEDGEVILLE, ABOUT
 DF0599'17 RAILS NORTHWEST OF MILEPOST S 198, AT A DIM DIRT ROAD CROSSING,
 DF0599'18 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 7 1/2 FEET SOUTH
 DF0599'OF THE CENTER LINE OF THE DIM ROAD, 27 FEET EAST OF THE CENTER
 DF0599'LINE OF THE CROSSING, AT THE NORTHWEST END OF A DEEP CUT,
 DF0599'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND RIVETED ON
 DF0599'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 5 INCHES.  NOTE-- THE
 DF0599'DISK IS SLIGHTLY DISHED AND SCRATCHED.
 DF0599
 DF0599                          STATION RECOVERY (2001)
 DF0599
 DF0599'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4319 ***********************************************************************
 AB4319  DESIGNATION -  419
 AB4319  PID         -  AB4319
 AB4319  STATE/COUNTY-  GA/DE KALB
 AB4319  USGS QUAD   -  CONYERS (1982)
 AB4319
 AB4319                         *CURRENT SURVEY CONTROL
 AB4319  ___________________________________________________________________
 AB4319* NAD 83(1994)-  33 44 10.62891(N)    084 06 59.13535(W)     ADJUSTED  
 AB4319* NAVD 88     -       300.4    (meters)     986.     (feet)  GPS OBS   
 AB4319  ___________________________________________________________________
 AB4319  X           -     544,292.008 (meters)                     COMP
 AB4319  Y           -  -5,281,814.281 (meters)                     COMP
 AB4319  Z           -   3,522,309.207 (meters)                     COMP
 AB4319  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AB4319  ELLIP HEIGHT-         271.04  (meters)          (09/03/97) GPS OBS
 AB4319  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AB4319
 AB4319  HORZ ORDER  -  FIRST
 AB4319  ELLP ORDER  -  FOURTH    CLASS II
 AB4319
 AB4319.The horizontal coordinates were established by GPS observations
 AB4319.and adjusted by the National Geodetic Survey in September 1997..
 AB4319
 AB4319.The orthometric height was determined by GPS observations and a
 AB4319.high-resolution geoid model.
 AB4319
 AB4319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4319
 AB4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4319
 AB4319.The ellipsoidal height was determined by GPS observations
 AB4319.and is referenced to NAD 83.
 AB4319
 AB4319.The geoid height was determined by GEOID03.
 AB4319
 AB4319;                    North         East     Units Scale Factor Converg.
 AB4319;SPC GA W     -   414,256.568   704,655.257   MT  0.99990027   +0 01 40.4
 AB4319;SPC GA W     - 1,359,106.76  2,311,856.46   sFT  0.99990027   +0 01 40.4
 AB4319;UTM  16      - 3,736,651.977   767,155.384   MT  1.00047997   +1 36 08.6
 AB4319
 AB4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4319!SPC GA W     -   0.99995745  x   0.99990027  =   0.99985773
 AB4319!UTM  16      -   0.99995745  x   1.00047997  =   1.00043740
 AB4319
 AB4319                          SUPERSEDED SURVEY CONTROL
 AB4319
 AB4319  NAD 83(1994)-  33 44 10.62862(N)    084 06 59.13483(W) AD(       ) 1
 AB4319  ELLIP H (06/18/96)  271.06   (m)                       GP(       ) 4 1
 AB4319
 AB4319.Superseded values are not recommended for survey control.
 AB4319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4319.See file dsdata.txt to determine how the superseded data were derived.
 AB4319
 AB4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6715536652(NAD 83)
 AB4319_MARKER: DB = BENCH MARK DISK
 AB4319_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4319_STAMPING: 419
 AB4319_MARK LOGO: GA-089
 AB4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4319+STABILITY: SURFACE MOTION
 AB4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4319+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4319
 AB4319  HISTORY     - Date     Condition        Report By
 AB4319  HISTORY     - UNK      MONUMENTED       GA-089
 AB4319  HISTORY     - 19950326 GOOD             MSI
 AB4319
 AB4319                          STATION DESCRIPTION
 AB4319
 AB4319'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4319'TO REACH THE STATION FROM THE INTERSECTION OF STONE MOUNTAIN -
 AB4319'LITHONIA RD. AND MAX CLELAND BLVD., PROCEED NORTHEASTERLY ALONG STONE
 AB4319'MOUNTAIN - LITHONIA RD. FOR 1.75 MI (2.82 KM) TO STATION ON NORTH
 AB4319'SIDE. STATION LOCATED IN CONCRETE PAD APPROXIMATELY 3 FT (0.9 M) BY 3
 AB4319'FT. STATION IS A BENCHMARK DISK SET IN A CONCRETE PAD STAMPED 419 AND
 AB4319'IS LOCATED 44.5 FT (13.6 M) EAST SOUTHEAST OF POWER POLE V3095, 39.5
 AB4319'FT (12.0 M) NORTHEAST OF CENTERLINE OF STONE MOUNTAIN - LITHONIA RD.,
 AB4319'43.4 FT (13.2 M) NORTH NORTHWEST OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0380 ***********************************************************************
 BT0380  DESIGNATION -  42 JWM
 BT0380  PID         -  BT0380
 BT0380  STATE/COUNTY-  GA/SEMINOLE
 BT0380  USGS QUAD   -  DONALSONVILLE WEST (1974)
 BT0380
 BT0380                         *CURRENT SURVEY CONTROL
 BT0380  ___________________________________________________________________
 BT0380* NAD 83(1986)-  31 00 27.     (N)    084 55 18.     (W)     SCALED    
 BT0380* NAVD 88     -        51.270  (meters)     168.21   (feet)  ADJUSTED  
 BT0380  ___________________________________________________________________
 BT0380  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BT0380  DYNAMIC HT  -          51.205 (meters)     168.00  (feet)  COMP
 BT0380  MODELED GRAV-     979,376.3   (mgal)                       NAVD 88
 BT0380
 BT0380  VERT ORDER  -  SECOND    CLASS 0
 BT0380
 BT0380.The horizontal coordinates were scaled from a topographic map and have
 BT0380.an estimated accuracy of +/- 6 seconds.
 BT0380
 BT0380.The orthometric height was determined by differential leveling
 BT0380.and adjusted by the National Geodetic Survey in June 1991..
 BT0380
 BT0380.The geoid height was determined by GEOID03.
 BT0380
 BT0380.The dynamic height is computed by dividing the NAVD 88
 BT0380.geopotential number by the normal gravity value computed on the
 BT0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0380.degrees latitude (g = 980.6199 gals.).
 BT0380
 BT0380.The modeled gravity was interpolated from observed gravity values.
 BT0380
 BT0380;                    North         East    Units  Estimated Accuracy
 BT0380;SPC GA W     -   111,930.      627,910.      MT  (+/- 180 meters Scaled)
 BT0380
 BT0380                          SUPERSEDED SURVEY CONTROL
 BT0380
 BT0380  NGVD 29 (??/??/92)   51.392  (m)          168.61   (f) ADJ UNCH    2 0
 BT0380
 BT0380.Superseded values are not recommended for survey control.
 BT0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0380.See file dsdata.txt to determine how the superseded data were derived.
 BT0380
 BT0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV984322(NAD 83)
 BT0380_MARKER: DD = SURVEY DISK
 BT0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0380_STAMPING: 42 JWM 1951 169
 BT0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0380+STABILITY: SURFACE MOTION
 BT0380
 BT0380  HISTORY     - Date     Condition        Report By
 BT0380  HISTORY     - 1951     MONUMENTED       USGS
 BT0380  HISTORY     - 1952     GOOD             NGS
 BT0380
 BT0380                          STATION DESCRIPTION
 BT0380
 BT0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0380'3 MI SW FROM DONALSONVILLE.
 BT0380'ABOUT 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE
 BT0380'HIGH SCHOOL AT DONALSONVILLE, ABOUT 0.1 MILE NORTHEAST OF A
 BT0380'ROAD SOUTH, ABOUT 75 YARDS SOUTHWEST OF JUNCTION OF A ROAD
 BT0380'WEST, 49 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 96 FEET
 BT0380'NORTHEAST OF POWER POLE NO. P 23 16 WITH A TRANSFORMER, 94 FEET
 BT0380'SOUTH OF CENTER LINE OF ROAD WEST, 3 1/2 FEET SOUTH OF A FENCE
 BT0380'CORNER, 2 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT ABOVE LEVEL
 BT0380'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BT0380'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2280 ***********************************************************************
 BT2280  DESIGNATION -  42 NDS
 BT2280  PID         -  BT2280
 BT2280  STATE/COUNTY-  GA/DOUGHERTY
 BT2280  USGS QUAD   -  PUTNEY (1988)
 BT2280
 BT2280                         *CURRENT SURVEY CONTROL
 BT2280  ___________________________________________________________________
 BT2280* NAD 83(1994)-  31 29 19.37447(N)    084 03 42.82807(W)     ADJUSTED  
 BT2280* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 BT2280  ___________________________________________________________________
 BT2280  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BT2280  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BT2280
 BT2280  HORZ ORDER  -  SECOND
 BT2280
 BT2280.The horizontal coordinates were established by classical geodetic methods
 BT2280.and adjusted by the National Geodetic Survey in September 1997..
 BT2280.No horizontal observational check was made to the station.
 BT2280
 BT2280.The orthometric height was scaled from a topographic map.
 BT2280
 BT2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2280
 BT2280.The geoid height was determined by GEOID03.
 BT2280
 BT2280;                    North         East     Units Scale Factor Converg.
 BT2280;SPC GA W     -   165,034.818   709,953.594   MT  0.99990122   +0 03 17.0
 BT2280;SPC GA W     -   541,451.73  2,329,239.42   sFT  0.99990122   +0 03 17.0
 BT2280;UTM  16      - 3,487,505.827   779,104.478   MT  1.00056092   +1 32 08.4
 BT2280;UTM  17      - 3,487,827.880   209,130.779   MT  1.00064365   -1 36 01.6
 BT2280
 BT2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2280!SPC GA W     -   0.99999316  x   0.99990122  =   0.99989438
 BT2280!UTM  16      -   0.99999316  x   1.00056092  =   1.00055407
 BT2280!UTM  17      -   0.99999316  x   1.00064365  =   1.00063680
 BT2280
 BT2280                          SUPERSEDED SURVEY CONTROL
 BT2280
 BT2280  NAD 83(1986)-  31 29 19.38067(N)    084 03 42.83354(W) AD(       ) 2
 BT2280
 BT2280.Superseded values are not recommended for survey control.
 BT2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2280.See file dsdata.txt to determine how the superseded data were derived.
 BT2280
 BT2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7910487506(NAD 83)
 BT2280_MARKER: A = ALUMINUM MARKER
 BT2280_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2280_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2280_STAMPING: 42 NDS 1987
 BT2280_MARK LOGO: GA-095
 BT2280_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2280+STABILITY: POSITION/ELEVATION WELL
 BT2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2280+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2280
 BT2280  HISTORY     - Date     Condition        Report By
 BT2280  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2280
 BT2280                          STATION DESCRIPTION
 BT2280
 BT2280'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2280'MARK LOCATED IN DOUGHERTY COUNTY, GEORGIA SOUTHEAST OF ALBANY ON
 BT2280'GRAVEL HILL ROAD. MARK IS AZIMUTH MARK FOR GPS STATION---41 NDS 1987.
 BT2280'TO REACH THE MARK FROM THE JUNCITON OF STATE HIGHWAY 133 AND GRAVEL
 BT2280'HILL ROAD, GO SOUTH ON GRAVEL HILL ROAD FOR 1.78 MI (2.86 KM) TO THE
 BT2280'MARK ON THE WEST (RIGHT) SIDE OF THE ROAD.
 BT2280'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY- DOUGHERTY CONTROL
 BT2280'SURVEY, STAMPED 42 NDS 1987, ON TOP OF AN ALLUMINUM ALLOY ROD
 BT2280'DRIVEN TO A REFUSAL DEPTH OF 16.0 FT (4.88 M) . THE MARK IS PROTECTED
 BT2280'BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2280'COVER IS 0.70 FT (0.21 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2280'ABOUT 0.99 FT (0.30 M) BELOW THE CENTERLINE OF THE GRAVEL HILL ROAD.
 BT2280'THE MARK IS 0.70  FT (0.21 M) BELOW THE TOP OF THE COVER.
 BT2280'THE MARK IS LOCATED 15.4 FT (4.69 M) WEST OF THE CENTERLINE OF GRAVEL
 BT2280'HILL ROAD, 65.7 FT (20.03 M) NORTHWEST OF A POWER POLE, 75.8 FT
 BT2280'(23.10 M) SOUTHWEST OF THE CENTER OF THE NORTH END OF AN 18 RCP
 BT2280'CROSS-DRAIN UNDER THE DIRT DRIVEWAY TO THE EAST OF GRAVEL HILL ROAD
 BT2280'(RT. 4 BOX 586) , 59.0 FT (17.98 M) SOUTHWEST OF THE CENTER OF THE
 BT2280'SOUTHEAST END OF AN 15 RCP CROSS-DRAIN, AND 2081.8 FT (634.53 M)
 BT2280'SOUTH OF THE GPS STATION 41 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0370 ***********************************************************************
 EE0370  DESIGNATION -  421
 EE0370  PID         -  EE0370
 EE0370  STATE/COUNTY-  GA/PICKENS
 EE0370  USGS QUAD   -  TALKING ROCK (1985)
 EE0370
 EE0370                         *CURRENT SURVEY CONTROL
 EE0370  ___________________________________________________________________
 EE0370* NAD 83(1986)-  34 33 47.     (N)    084 30 31.     (W)     SCALED    
 EE0370* NAVD 88     -       342.127  (meters)    1122.46   (feet)  ADJUSTED  
 EE0370  ___________________________________________________________________
 EE0370  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 EE0370  DYNAMIC HT  -         341.769 (meters)    1121.29  (feet)  COMP
 EE0370  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 EE0370
 EE0370  VERT ORDER  -  SECOND    CLASS 0
 EE0370
 EE0370.The horizontal coordinates were scaled from a topographic map and have
 EE0370.an estimated accuracy of +/- 6 seconds.
 EE0370
 EE0370.The orthometric height was determined by differential leveling
 EE0370.and adjusted by the National Geodetic Survey in June 1991..
 EE0370
 EE0370.The geoid height was determined by GEOID03.
 EE0370
 EE0370.The dynamic height is computed by dividing the NAVD 88
 EE0370.geopotential number by the normal gravity value computed on the
 EE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0370.degrees latitude (g = 980.6199 gals.).
 EE0370
 EE0370.The modeled gravity was interpolated from observed gravity values.
 EE0370
 EE0370;                    North         East    Units  Estimated Accuracy
 EE0370;SPC GA W     -   506,010.      668,620.      MT  (+/- 180 meters Scaled)
 EE0370
 EE0370                          SUPERSEDED SURVEY CONTROL
 EE0370
 EE0370  NGVD 29 (??/??/92)  342.119  (m)         1122.44   (f) ADJ UNCH    2 0
 EE0370
 EE0370.Superseded values are not recommended for survey control.
 EE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0370.See file dsdata.txt to determine how the superseded data were derived.
 EE0370
 EE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD285274(NAD 83)
 EE0370_MARKER: X = CHISELED CROSS
 EE0370_SETTING: 66 = SET IN ROCK OUTCROP
 EE0370_SP_SET: ROCK LEDGE
 EE0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0370+STABILITY: POSITION/ELEVATION WELL
 EE0370
 EE0370  HISTORY     - Date     Condition        Report By
 EE0370  HISTORY     - UNK      MONUMENTED       LNRR
 EE0370  HISTORY     - 1953     GOOD             NGS
 EE0370  HISTORY     - 1972     MARK NOT FOUND   LNRR
 EE0370
 EE0370                          STATION DESCRIPTION
 EE0370
 EE0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0370'0.5 MI N FROM WHITESTONE.
 EE0370'LOCATED 0.5 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE0370'FROM THE STATION IN WHITESTONE, 0.3 MILE SOUTH OF MILEPOST 421,
 EE0370'200 YARDS SOUTH OF A STONE QUARRY, 24 FEET NORTHEAST OF A WHITE
 EE0370'WHISTLE POST WITH LETTERS SW ON THE NORTH SIDE AND 9 FEET EAST OF
 EE0370'THE CENTERLINE OF THE TRACKS.  IT IS DIRECTLY BELOW A HOLE DRILLED
 EE0370'IN THE ROCK, USED FOR BLASTING.  IT IS A CHISELED CROSS IN LEDGE
 EE0370'ROCK AND ABOUT LEVEL WITH THE TRACKS.
 EE0370
 EE0370                          STATION RECOVERY (1972)
 EE0370
 EE0370'RECOVERY NOTE BY LOUISVILLE AND NASHVILLE RAILROAD 1972
 EE0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0368 ***********************************************************************
 EE0368  DESIGNATION -  422
 EE0368  PID         -  EE0368
 EE0368  STATE/COUNTY-  GA/PICKENS
 EE0368  USGS QUAD   -  TALKING ROCK (1985)
 EE0368
 EE0368                         *CURRENT SURVEY CONTROL
 EE0368  ___________________________________________________________________
 EE0368* NAD 83(1986)-  34 33 01.     (N)    084 30 27.     (W)     SCALED    
 EE0368* NAVD 88     -       338.154  (meters)    1109.43   (feet)  ADJUSTED  
 EE0368  ___________________________________________________________________
 EE0368  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0368  DYNAMIC HT  -         337.800 (meters)    1108.27  (feet)  COMP
 EE0368  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 EE0368
 EE0368  VERT ORDER  -  SECOND    CLASS 0
 EE0368
 EE0368.The horizontal coordinates were scaled from a topographic map and have
 EE0368.an estimated accuracy of +/- 6 seconds.
 EE0368
 EE0368.The orthometric height was determined by differential leveling
 EE0368.and adjusted by the National Geodetic Survey in June 1991..
 EE0368
 EE0368.The geoid height was determined by GEOID03.
 EE0368
 EE0368.The dynamic height is computed by dividing the NAVD 88
 EE0368.geopotential number by the normal gravity value computed on the
 EE0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0368.degrees latitude (g = 980.6199 gals.).
 EE0368
 EE0368.The modeled gravity was interpolated from observed gravity values.
 EE0368
 EE0368;                    North         East    Units  Estimated Accuracy
 EE0368;SPC GA W     -   504,590.      668,720.      MT  (+/- 180 meters Scaled)
 EE0368
 EE0368                          SUPERSEDED SURVEY CONTROL
 EE0368
 EE0368  NGVD 29 (??/??/92)  338.147  (m)         1109.40   (f) ADJ UNCH    2 0
 EE0368
 EE0368.Superseded values are not recommended for survey control.
 EE0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0368.See file dsdata.txt to determine how the superseded data were derived.
 EE0368
 EE0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD287259(NAD 83)
 EE0368_MARKER: Z = SEE DESCRIPTION
 EE0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0368_SP_SET: ABUTMENT
 EE0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0368
 EE0368  HISTORY     - Date     Condition        Report By
 EE0368  HISTORY     - UNK      MONUMENTED       LNRR
 EE0368  HISTORY     - 1972     GOOD             NGS
 EE0368
 EE0368                          STATION DESCRIPTION
 EE0368
 EE0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0368'0.4 MI S FROM WHITESTONE.
 EE0368'ABOUT 0.4 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0368'FROM THE ABANDONED STATION AT WHITESTONE, 0.2 MILE SOUTH OF
 EE0368'MILEPOST 421, 4 FEET WEST OF THE WEST RAIL, A PAINTED CIRCLE ON
 EE0368'THE WEST END OF THE NORTH ABUTMENT OF RAILROAD BRIDGE NUMBER 105,
 EE0368'ON THE SOUTH POINT OF THE JUNCTION OF THE ABUTMENT AND THE WING
 EE0368'WALL, 0.2 FOOT WEST OF THE WEST EDGE OF THE TIES ON WHICH THE
 EE0368'RAILS ARE LAID, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 EE0368'NOTE-- THE PAINT IS VERY DIM.  PRESENT PAINT DESIGNATES THE MARK
 EE0368'AS 1109.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4330 ***********************************************************************
 AB4330  DESIGNATION -  426
 AB4330  PID         -  AB4330
 AB4330  STATE/COUNTY-  GA/DE KALB
 AB4330  USGS QUAD   -  CONYERS (1982)
 AB4330
 AB4330                         *CURRENT SURVEY CONTROL
 AB4330  ___________________________________________________________________
 AB4330* NAD 83(1994)-  33 42 09.06379(N)    084 05 18.83827(W)     ADJUSTED  
 AB4330* NAVD 88     -       278.2    (meters)     913.     (feet)  GPS OBS   
 AB4330  ___________________________________________________________________
 AB4330  X           -     547,072.501 (meters)                     COMP
 AB4330  Y           -  -5,283,598.934 (meters)                     COMP
 AB4330  Z           -   3,519,181.454 (meters)                     COMP
 AB4330  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AB4330  ELLIP HEIGHT-         248.93  (meters)          (09/03/97) GPS OBS
 AB4330  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AB4330
 AB4330  HORZ ORDER  -  FIRST
 AB4330  ELLP ORDER  -  FOURTH    CLASS II
 AB4330
 AB4330.The horizontal coordinates were established by GPS observations
 AB4330.and adjusted by the National Geodetic Survey in September 1997..
 AB4330
 AB4330.The orthometric height was determined by GPS observations and a
 AB4330.high-resolution geoid model.
 AB4330
 AB4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4330
 AB4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4330
 AB4330.The ellipsoidal height was determined by GPS observations
 AB4330.and is referenced to NAD 83.
 AB4330
 AB4330.The geoid height was determined by GEOID03.
 AB4330
 AB4330;                    North         East     Units Scale Factor Converg.
 AB4330;SPC GA W     -   410,513.081   707,239.628   MT  0.99990065   +0 02 36.0
 AB4330;SPC GA W     - 1,346,825.00  2,320,335.35   sFT  0.99990065   +0 02 36.0
 AB4330;UTM  16      - 3,732,978.721   769,843.175   MT  1.00049777   +1 36 59.3
 AB4330
 AB4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4330!SPC GA W     -   0.99996092  x   0.99990065  =   0.99986158
 AB4330!UTM  16      -   0.99996092  x   1.00049777  =   1.00045867
 AB4330
 AB4330|---------------------------------------------------------------------|
 AB4330| PID    Reference Object                     Distance      Geod. Az  |
 AB4330|                                                           dddmmss.s |
 AB4330| AB4425 5191                                202.949 METERS 17712     |
 AB4330|---------------------------------------------------------------------|
 AB4330
 AB4330                          SUPERSEDED SURVEY CONTROL
 AB4330
 AB4330  NAD 83(1994)-  33 42 09.06352(N)    084 05 18.83776(W) AD(       ) 1
 AB4330  ELLIP H (06/18/96)  248.95   (m)                       GP(       ) 4 1
 AB4330
 AB4330.Superseded values are not recommended for survey control.
 AB4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4330.See file dsdata.txt to determine how the superseded data were derived.
 AB4330
 AB4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6984332979(NAD 83)
 AB4330_MARKER: DB = BENCH MARK DISK
 AB4330_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4330_STAMPING: 426
 AB4330_MARK LOGO: GA-089
 AB4330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4330+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4330
 AB4330  HISTORY     - Date     Condition        Report By
 AB4330  HISTORY     - UNK      MONUMENTED       GA-089
 AB4330  HISTORY     - 19950326 GOOD             MSI
 AB4330
 AB4330                          STATION DESCRIPTION
 AB4330
 AB4330'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4330'TO REACH THE STATION FROM THE INTERSECTION OF TURNER HILL RD. AND OLD
 AB4330'COVINGTON RD., PROCEED NORTH ALONG TURNER HILL RD. PAST RAILROAD
 AB4330'TRACKS, STATION LOCATED IN CONCRETE MEDIAN JUST NORTH OF TRACKS.
 AB4330'STATION IS A BENCHMARK DISK SET IN A CONCRETE MEDIAN STAMPED 426 AND
 AB4330'IS LOCATED 3.6 FT (1.1 M) EAST OF WEST EDGE OF CONCRETE MEDIAN, 3.6 FT
 AB4330'(1.1 M) WEST OF EAST EDGE OF CONCRETE MEDIAN, 35 FT (10.7 M) NORTH OF
 AB4330'RAILROAD CROSSING SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0439 ***********************************************************************
 DF0439  DESIGNATION -  429
 DF0439  PID         -  DF0439
 DF0439  STATE/COUNTY-  GA/WILKES
 DF0439  USGS QUAD   -  WASHINGTON WEST (1986)
 DF0439
 DF0439                         *CURRENT SURVEY CONTROL
 DF0439  ___________________________________________________________________
 DF0439* NAD 83(1986)-  33 39 57.     (N)    082 46 00.     (W)     SCALED    
 DF0439* NAVD 88     -       130.815  (meters)     429.18   (feet)  ADJUSTED  
 DF0439  ___________________________________________________________________
 DF0439  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DF0439  DYNAMIC HT  -         130.679 (meters)     428.74  (feet)  COMP
 DF0439  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 DF0439
 DF0439  VERT ORDER  -  SECOND    CLASS 0
 DF0439
 DF0439.The horizontal coordinates were scaled from a topographic map and have
 DF0439.an estimated accuracy of +/- 6 seconds.
 DF0439
 DF0439.The orthometric height was determined by differential leveling
 DF0439.and adjusted by the National Geodetic Survey in June 1991..
 DF0439
 DF0439.The geoid height was determined by GEOID03.
 DF0439
 DF0439.The dynamic height is computed by dividing the NAVD 88
 DF0439.geopotential number by the normal gravity value computed on the
 DF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0439.degrees latitude (g = 980.6199 gals.).
 DF0439
 DF0439.The modeled gravity was interpolated from observed gravity values.
 DF0439
 DF0439;                    North         East    Units  Estimated Accuracy
 DF0439;SPC GA E     -   406,600.      144,360.      MT  (+/- 180 meters Scaled)
 DF0439
 DF0439                          SUPERSEDED SURVEY CONTROL
 DF0439
 DF0439  NGVD 29 (??/??/92)  130.974  (m)          429.70   (f) ADJ UNCH    2 0
 DF0439
 DF0439.Superseded values are not recommended for survey control.
 DF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0439.See file dsdata.txt to determine how the superseded data were derived.
 DF0439
 DF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT362265(NAD 83)
 DF0439_MARKER: P = PIPE CAP
 DF0439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0439_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0439
 DF0439  HISTORY     - Date     Condition        Report By
 DF0439  HISTORY     - UNK      MONUMENTED       USGS
 DF0439  HISTORY     - 1955     POOR             NGS
 DF0439  HISTORY     - 1976     GOOD             NGS
 DF0439
 DF0439                          STATION DESCRIPTION
 DF0439
 DF0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0439'5.4 MI S FROM WASHINGTON.
 DF0439'ABOUT 5.4 MILES S ALONG NO. 47 GEORGIA HIGHWAY FROM THE COURTHOUSE
 DF0439'AT WASHINGTON, WILKES COUNTY, ABOUT 0.2 MILE N OF ONE CROSSING,
 DF0439'0.2 MILE S OF ANOTHER, AT THE S END OF A CUT OF THE GEORGIA
 DF0439'RAILROAD, 73 FEET W OF THE W RAIL, AN ESTIMATED 65 YARDS SE OF A
 DF0439'HOUSE, AND 2 FEET S OF THE S END OF A LARGE ONE-STONE STEP TO AN
 DF0439'ABANDONED SCHOOLHOUSE.  A STANDARD U.S. GEOLOGICAL SURVEY
 DF0439'CAPPED-PIPE MONUMENT PROJECTS 1.6 FEET, THO REPORTED ORIGINALLY
 DF0439'PROJECTING 10 INCHES OR ABOUT 0.8 FOOT, THE DIFFERENCE IS
 DF0439'APPARENTLY DUE TO EROSION OF THE GROUND AROUND IT.  THE RIM OF THE
 DF0439'BRASS CAP IS QUITE LIKELY THE SAME ELEVATION AS ORIGINALLY, BUT
 DF0439'REPEATED HAMMERING AND HACKING HAVE NOTICEABLY SAGGED THE CENTER
 DF0439'OF THE CAP AND MADE ANY STAMPING ILLEGIBLE.
 DF0439
 DF0439                          STATION RECOVERY (1976)
 DF0439
 DF0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0086 ***********************************************************************
 EE0086  DESIGNATION -  432
 EE0086  PID         -  EE0086
 EE0086  STATE/COUNTY-  GA/PICKENS
 EE0086  USGS QUAD   -  JASPER (1997)
 EE0086
 EE0086                         *CURRENT SURVEY CONTROL
 EE0086  ___________________________________________________________________
 EE0086* NAD 83(1986)-  34 28 14.     (N)    084 25 54.     (W)     SCALED    
 EE0086* NAVD 88     -       445.911  (meters)    1462.96   (feet)  ADJUSTED  
 EE0086  ___________________________________________________________________
 EE0086  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE0086  DYNAMIC HT  -         445.429 (meters)    1461.38  (feet)  COMP
 EE0086  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 EE0086
 EE0086  VERT ORDER  -  SECOND    CLASS 0
 EE0086
 EE0086.The horizontal coordinates were scaled from a topographic map and have
 EE0086.an estimated accuracy of +/- 6 seconds.
 EE0086
 EE0086.The orthometric height was determined by differential leveling
 EE0086.and adjusted by the National Geodetic Survey in June 1991..
 EE0086
 EE0086.The geoid height was determined by GEOID03.
 EE0086
 EE0086.The dynamic height is computed by dividing the NAVD 88
 EE0086.geopotential number by the normal gravity value computed on the
 EE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0086.degrees latitude (g = 980.6199 gals.).
 EE0086
 EE0086.The modeled gravity was interpolated from observed gravity values.
 EE0086
 EE0086;                    North         East    Units  Estimated Accuracy
 EE0086;SPC GA W     -   495,730.      675,660.      MT  (+/- 180 meters Scaled)
 EE0086
 EE0086                          SUPERSEDED SURVEY CONTROL
 EE0086
 EE0086  NGVD 29 (??/??/92)  445.883  (m)         1462.87   (f) ADJ UNCH    2 0
 EE0086
 EE0086.Superseded values are not recommended for survey control.
 EE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0086.See file dsdata.txt to determine how the superseded data were derived.
 EE0086
 EE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD358173(NAD 83)
 EE0086_MARKER: Z = SEE DESCRIPTION
 EE0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0086_SP_SET: PIER
 EE0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0086
 EE0086  HISTORY     - Date     Condition        Report By
 EE0086  HISTORY     - UNK      MONUMENTED       LNRR
 EE0086  HISTORY     - 1972     POOR             NGS
 EE0086
 EE0086                          STATION DESCRIPTION
 EE0086
 EE0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0086'AT JASPER.
 EE0086'ABOUT 0.2 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0086'RAILROAD FROM THE STATION AT JASPER, AT A WOODEN OVERPASS FOR A
 EE0086'PAVED ROAD, 150 FEET WEST OF THE CITY WATER TANK, 8 1/2 FEET
 EE0086'SOUTHWEST OF THE SOUTHWEST RAIL, A PAINTED SQUARE ON THE TOP OF
 EE0086'THE NORTH CORNER OF THE MOST NORTHWESTERLY OF 6 CONCRETE BASES
 EE0086'FOR THE 1ST WOODEN PIER OF THE OVERPASS THAT IS SOUTHWEST OF
 EE0086'THE TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT
 EE0086'2 1/2 FEET ABOVE THE GROUND.  NOTE-- THE PAINT IN THE PAINTED
 EE0086'SQUARE IS VERY DIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0078 ***********************************************************************
 EE0078  DESIGNATION -  437
 EE0078  PID         -  EE0078
 EE0078  STATE/COUNTY-  GA/PICKENS
 EE0078  USGS QUAD   -  JASPER (1997)
 EE0078
 EE0078                         *CURRENT SURVEY CONTROL
 EE0078  ___________________________________________________________________
 EE0078* NAD 83(1986)-  34 24 47.     (N)    084 23 12.     (W)     SCALED    
 EE0078* NAVD 88     -       394.974  (meters)    1295.84   (feet)  ADJUSTED  
 EE0078  ___________________________________________________________________
 EE0078  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE0078  DYNAMIC HT  -         394.550 (meters)    1294.45  (feet)  COMP
 EE0078  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 EE0078
 EE0078  VERT ORDER  -  SECOND    CLASS 0
 EE0078
 EE0078.The horizontal coordinates were scaled from a topographic map and have
 EE0078.an estimated accuracy of +/- 6 seconds.
 EE0078
 EE0078.The orthometric height was determined by differential leveling
 EE0078.and adjusted by the National Geodetic Survey in June 1991..
 EE0078
 EE0078.The geoid height was determined by GEOID03.
 EE0078
 EE0078.The dynamic height is computed by dividing the NAVD 88
 EE0078.geopotential number by the normal gravity value computed on the
 EE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0078.degrees latitude (g = 980.6199 gals.).
 EE0078
 EE0078.The modeled gravity was interpolated from observed gravity values.
 EE0078
 EE0078;                    North         East    Units  Estimated Accuracy
 EE0078;SPC GA W     -   489,340.      679,780.      MT  (+/- 180 meters Scaled)
 EE0078
 EE0078                          SUPERSEDED SURVEY CONTROL
 EE0078
 EE0078  NGVD 29 (??/??/92)  394.950  (m)         1295.77   (f) ADJ UNCH    2 0
 EE0078
 EE0078.Superseded values are not recommended for survey control.
 EE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0078.See file dsdata.txt to determine how the superseded data were derived.
 EE0078
 EE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD401110(NAD 83)
 EE0078_MARKER: Z = SEE DESCRIPTION
 EE0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0078_SP_SET: FOOTING
 EE0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0078
 EE0078  HISTORY     - Date     Condition        Report By
 EE0078  HISTORY     - UNK      MONUMENTED       LNRR
 EE0078  HISTORY     - 1953     POOR             NGS
 EE0078
 EE0078                          STATION DESCRIPTION
 EE0078
 EE0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0078'IN TATE.
 EE0078'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE SOUTH CONCRETE FOOTING
 EE0078'ON WHICH THE SQUARE WAS PAINTED IS IN VERY GOOD CONDITION BUT THE
 EE0078'PAINT HAS WORN OFF.  AT TATE, PICKENS COUNTY, 100 FEET NORTH OF
 EE0078'THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT THE WATER
 EE0078'TOWER, ON THE NORTHEAST CORNER OF THE NORTH CONCRETE FOOTING,
 EE0078'10 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND LEVEL WITH
 EE0078'THE TRACK.  A POINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0482 ***********************************************************************
 CK0482  DESIGNATION -  44
 CK0482  PID         -  CK0482
 CK0482  STATE/COUNTY-  GA/EFFINGHAM
 CK0482  USGS QUAD   -  EDEN (1976)
 CK0482
 CK0482                         *CURRENT SURVEY CONTROL
 CK0482  ___________________________________________________________________
 CK0482* NAD 83(1986)-  32 12 44.     (N)    081 23 25.     (W)     SCALED    
 CK0482* NAVD 88     -        13.252  (meters)      43.48   (feet)  ADJUSTED  
 CK0482  ___________________________________________________________________
 CK0482  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CK0482  DYNAMIC HT  -          13.237 (meters)      43.43  (feet)  COMP
 CK0482  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CK0482
 CK0482  VERT ORDER  -  FIRST     CLASS II
 CK0482
 CK0482.The horizontal coordinates were scaled from a topographic map and have
 CK0482.an estimated accuracy of +/- 6 seconds.
 CK0482
 CK0482.The orthometric height was determined by differential leveling
 CK0482.and adjusted by the National Geodetic Survey in June 1991..
 CK0482
 CK0482.The geoid height was determined by GEOID03.
 CK0482
 CK0482.The dynamic height is computed by dividing the NAVD 88
 CK0482.geopotential number by the normal gravity value computed on the
 CK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0482.degrees latitude (g = 980.6199 gals.).
 CK0482
 CK0482.The modeled gravity was interpolated from observed gravity values.
 CK0482
 CK0482;                    North         East    Units  Estimated Accuracy
 CK0482;SPC GA E     -   245,510.      273,190.      MT  (+/- 180 meters Scaled)
 CK0482
 CK0482                          SUPERSEDED SURVEY CONTROL
 CK0482
 CK0482  NGVD 29 (??/??/92)   13.510  (m)           44.32   (f) ADJ UNCH    1 2
 CK0482
 CK0482.Superseded values are not recommended for survey control.
 CK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0482.See file dsdata.txt to determine how the superseded data were derived.
 CK0482
 CK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR632640(NAD 83)
 CK0482_MARKER: P = PIPE CAP
 CK0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0482_STAMPING: 43.822 44 1918
 CK0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0482
 CK0482  HISTORY     - Date     Condition        Report By
 CK0482  HISTORY     - 1918     MONUMENTED       USGS
 CK0482  HISTORY     - 1955     GOOD             NGS
 CK0482  HISTORY     - 1958     GOOD             USE
 CK0482
 CK0482                          STATION DESCRIPTION
 CK0482
 CK0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0482'5 MI NW FROM MELDRIM.
 CK0482'ABOUT 5.05 MILES NORTHWEST AND NORTH ALONG THE CENTRAL OF
 CK0482'GEORGIA RAILWAY FROM THE UNION STATION AT MELDRIM, AT A ROAD
 CK0482'CROSSING, 22.3 FEET WEST OF WEST RAIL, 29 FEET SOUTH OF CENTER
 CK0482'LINE OF ROAD, 41 1/2 FEET SOUTHWEST OF CENTER OF CROSSING, 39.3
 CK0482'FEET WEST-SOUTHWEST AND ACROSS TRACK FROM MILE POST S 22, 47
 CK0482'FEET SOUTH AND ACROSS THE ROAD FROM A CROSSING WARNING SIGN,
 CK0482'ABOUT 1/3 FOOT BELOW LEVEL OF TRACK AND IS A U.S.G.S. CAP ON
 CK0482'PIPE PROJECTING 15 INCHES.  NOTE-- THERE IS FRESH LOOSE DIRT
 CK0482'AROUND PIPE INDICATING THAT IT MAY HAVE RECENTLY BEEN RESET.
 CK0482'THE OLD DESCRIPTION IS NOT ACCURATE ENOUGH TO VERIFY THIS.
 CK0482
 CK0482                          STATION RECOVERY (1958)
 CK0482
 CK0482'RECOVERY NOTE BY US ENGINEERS 1958
 CK0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1739 ***********************************************************************
 BS1739  DESIGNATION -  44 NDS
 BS1739  PID         -  BS1739
 BS1739  STATE/COUNTY-  GA/DOUGHERTY
 BS1739  USGS QUAD   -  BRIDGEBORO (1988)
 BS1739
 BS1739                         *CURRENT SURVEY CONTROL
 BS1739  ___________________________________________________________________
 BS1739* NAD 83(1994)-  31 26 33.28832(N)    083 59 52.22844(W)     ADJUSTED  
 BS1739* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 BS1739  ___________________________________________________________________
 BS1739  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BS1739  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS1739
 BS1739  HORZ ORDER  -  SECOND
 BS1739
 BS1739.The horizontal coordinates were established by classical geodetic methods
 BS1739.and adjusted by the National Geodetic Survey in September 1997..
 BS1739.No horizontal observational check was made to the station.
 BS1739
 BS1739.The orthometric height was scaled from a topographic map.
 BS1739
 BS1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1739
 BS1739.The geoid height was determined by GEOID03.
 BS1739
 BS1739;                    North         East     Units Scale Factor Converg.
 BS1739;SPC GA W     -   159,927.570   716,047.008   MT  0.99990318   +0 05 17.0
 BS1739;SPC GA W     -   524,695.70  2,349,230.89   sFT  0.99990318   +0 05 17.0
 BS1739;UTM  17      - 3,482,543.073   215,078.517   MT  1.00060141   -1 33 53.5
 BS1739;UTM  16      - 3,482,554.296   785,332.003   MT  1.00060430   +1 34 01.6
 BS1739
 BS1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1739!SPC GA W     -   0.99999041  x   0.99990318  =   0.99989359
 BS1739!UTM  17      -   0.99999041  x   1.00060141  =   1.00059182
 BS1739!UTM  16      -   0.99999041  x   1.00060430  =   1.00059471
 BS1739
 BS1739                          SUPERSEDED SURVEY CONTROL
 BS1739
 BS1739  NAD 83(1986)-  31 26 33.29450(N)    083 59 52.23401(W) AD(       ) 2
 BS1739
 BS1739.Superseded values are not recommended for survey control.
 BS1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1739.See file dsdata.txt to determine how the superseded data were derived.
 BS1739
 BS1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1507982543(NAD 83)
 BS1739_MARKER: A = ALUMINUM MARKER
 BS1739_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BS1739_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BS1739_STAMPING: 44 NDS 1987
 BS1739_MARK LOGO: GA-095
 BS1739_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BS1739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BS1739+STABILITY: POSITION/ELEVATION WELL
 BS1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1739+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BS1739
 BS1739  HISTORY     - Date     Condition        Report By
 BS1739  HISTORY     - 1987     MONUMENTED       HOBBS
 BS1739
 BS1739                          STATION DESCRIPTION
 BS1739
 BS1739'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BS1739'MARK LOCATED ALONG COUNTY LINE ROAD IN EASTERN DOUGHERTY COUNTY,
 BS1739'GEORGIA. MARK IS AZIMUTH MARK FOR GPS STATION---43 NDS 1987.
 BS1739'TO REACH THE MARK FROM THE JUNCTION OF COUNTY LINE ROAD AND STATE
 BS1739'HIGHWAY 133, GO SOUTH ALONG COUNTY LINE ROAD FOR 1.07 MI (1.72 KM) TO
 BS1739'THE MARK ON THE WEST (RIGHT) SIDE OF THE ROAD.
 BS1739'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BS1739'SURVEY, STAMPED 44 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BS1739'TO A REFUSAL DEPTH OF 11.0 FT (3.35 M) . THE MARK IS PROTECTED BY A
 BS1739'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BS1739'COVER IS0.20 FT (0.06 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BS1739'ABOUT 0.55 FT (0.17 M) BELOW THE CENTERLINE OF COUNTY LINE ROAD. THE
 BS1739'MARK IS 0.90 FT (0.27 M) BELOW THE TOP OF THE COVER.
 BS1739'THE MARK IS LOCATED 14.8 FT (4.51 M) WEST OF THE CENTERLINE OF COUNTY
 BS1739'LINE ROAD, 74.8 FT (22.80 M) SOUTHEAST OF A POWER POLE, 422.0 FT
 BS1739'(128.63 M) SOUTH OF THE DOUGHERTY COUNTY-MITCHELL COUTNY LINE, AND
 BS1739'3826.26 FT (1166.25 M) SOUTH OF THE GPS STATION 43 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0075 ***********************************************************************
 EE0075  DESIGNATION -  440
 EE0075  PID         -  EE0075
 EE0075  STATE/COUNTY-  GA/PICKENS
 EE0075  USGS QUAD   -  NELSON (1997)
 EE0075
 EE0075                         *CURRENT SURVEY CONTROL
 EE0075  ___________________________________________________________________
 EE0075* NAD 83(1986)-  34 22 58.     (N)    084 22 18.     (W)     SCALED    
 EE0075* NAVD 88     -       375.193  (meters)    1230.95   (feet)  ADJUSTED  
 EE0075  ___________________________________________________________________
 EE0075  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE0075  DYNAMIC HT  -         374.793 (meters)    1229.63  (feet)  COMP
 EE0075  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 EE0075
 EE0075  VERT ORDER  -  SECOND    CLASS 0
 EE0075
 EE0075.The horizontal coordinates were scaled from a topographic map and have
 EE0075.an estimated accuracy of +/- 6 seconds.
 EE0075
 EE0075.The orthometric height was determined by differential leveling
 EE0075.and adjusted by the National Geodetic Survey in June 1991..
 EE0075
 EE0075.The geoid height was determined by GEOID03.
 EE0075
 EE0075.The dynamic height is computed by dividing the NAVD 88
 EE0075.geopotential number by the normal gravity value computed on the
 EE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0075.degrees latitude (g = 980.6199 gals.).
 EE0075
 EE0075.The modeled gravity was interpolated from observed gravity values.
 EE0075
 EE0075;                    North         East    Units  Estimated Accuracy
 EE0075;SPC GA W     -   485,980.      681,150.      MT  (+/- 180 meters Scaled)
 EE0075
 EE0075                          SUPERSEDED SURVEY CONTROL
 EE0075
 EE0075  NGVD 29 (??/??/92)  375.172  (m)         1230.88   (f) ADJ UNCH    2 0
 EE0075
 EE0075.Superseded values are not recommended for survey control.
 EE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0075.See file dsdata.txt to determine how the superseded data were derived.
 EE0075
 EE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD416077(NAD 83)
 EE0075_MARKER: Q = CHISELED SQUARE
 EE0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0075_SP_SET: STEPS
 EE0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0075
 EE0075  HISTORY     - Date     Condition        Report By
 EE0075  HISTORY     - UNK      MONUMENTED       LNRR
 EE0075  HISTORY     - 1972     GOOD             NGS
 EE0075  HISTORY     - 1976     GOOD             LOCENG
 EE0075  HISTORY     - 20050904 POOR             LOCENG
 EE0075
 EE0075                          STATION DESCRIPTION
 EE0075
 EE0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0075'AT NELSON.
 EE0075'AT NELSON, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 EE0075'SITE OF THE OLD RAILROAD STATION WHICH HAS BEEN REMOVED, 100 YARDS
 EE0075'SOUTH OF THE SOUTH SIDE OF THE METAL BUILDINGS THAT ARE PRESENTLY
 EE0075'OCCUPIED BY THE GEORGIA MARBLE COMPANY, 14 1/2 FEET WEST OF THE
 EE0075'WEST RAIL OF THE MAIN TRACK, A CHISELED SQUARE ON THE TOP OF THE
 EE0075'SOUTHEAST CORNER OF THE TOP STEP OF THE MORE NORTHERLY OF 2 SETS
 EE0075'OF CONCRETE STEPS, 14 1/2 FEET NORTHWEST OF A SWITCH STAND, 55
 EE0075'FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 EE0075'A PAVED STREET, ABOUT 2 FEET ABOVE THE TRACK, AND ABOUT 1 FOOT
 EE0075'ABOVE THE LEVEL OF THE GROUND.
 EE0075
 EE0075                          STATION RECOVERY (1976)
 EE0075
 EE0075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 EE0075'RECOVERED IN GOOD CONDITION.
 EE0075
 EE0075                          STATION RECOVERY (2005)
 EE0075
 EE0075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0075'RECOVERED IN POOR CONDITION. MARK IS HEAVILY WORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0070 ***********************************************************************
 EE0070  DESIGNATION -  444
 EE0070  PID         -  EE0070
 EE0070  STATE/COUNTY-  GA/CHEROKEE
 EE0070  USGS QUAD   -  BALL GROUND WEST (1997)
 EE0070
 EE0070                         *CURRENT SURVEY CONTROL
 EE0070  ___________________________________________________________________
 EE0070* NAD 83(1986)-  34 19 50.     (N)    084 22 59.     (W)     SCALED    
 EE0070* NAVD 88     -       319.813  (meters)    1049.25   (feet)  ADJUSTED  
 EE0070  ___________________________________________________________________
 EE0070  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE0070  DYNAMIC HT  -         319.472 (meters)    1048.13  (feet)  COMP
 EE0070  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 EE0070
 EE0070  VERT ORDER  -  SECOND    CLASS 0
 EE0070
 EE0070.The horizontal coordinates were scaled from a topographic map and have
 EE0070.an estimated accuracy of +/- 6 seconds.
 EE0070
 EE0070.The orthometric height was determined by differential leveling
 EE0070.and adjusted by the National Geodetic Survey in June 1991..
 EE0070
 EE0070.The geoid height was determined by GEOID03.
 EE0070
 EE0070.The dynamic height is computed by dividing the NAVD 88
 EE0070.geopotential number by the normal gravity value computed on the
 EE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0070.degrees latitude (g = 980.6199 gals.).
 EE0070
 EE0070.The modeled gravity was interpolated from observed gravity values.
 EE0070
 EE0070;                    North         East    Units  Estimated Accuracy
 EE0070;SPC GA W     -   480,190.      680,090.      MT  (+/- 180 meters Scaled)
 EE0070
 EE0070                          SUPERSEDED SURVEY CONTROL
 EE0070
 EE0070  NGVD 29 (??/??/92)  319.793  (m)         1049.19   (f) ADJ UNCH    2 0
 EE0070
 EE0070.Superseded values are not recommended for survey control.
 EE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0070.See file dsdata.txt to determine how the superseded data were derived.
 EE0070
 EE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD407019(NAD 83)
 EE0070_MARKER: Q = CHISELED SQUARE
 EE0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0070_SP_SET: BLDG
 EE0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0070
 EE0070  HISTORY     - Date     Condition        Report By
 EE0070  HISTORY     - UNK      MONUMENTED       LNRR
 EE0070  HISTORY     - 1972     GOOD             NGS
 EE0070  HISTORY     - 20060129 MARK NOT FOUND   LOCENG
 EE0070
 EE0070                          STATION DESCRIPTION
 EE0070
 EE0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0070'0.5 MI SW FROM BALLGROUND.
 EE0070'ABOUT 0.5 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0070'RAILROAD FROM THE CROSSING OF THE RAILROAD AND MAIN STREET AT
 EE0070'BALLGROUND, 565 FEET SOUTHWEST OF MILEPOST 443, 63 FEET NORTHWEST
 EE0070'OF THE NORTHWEST RAIL, A CHISELED SQUARE ON THE TOP OF THE WEST
 EE0070'CORNER OF AN ABANDONED, FRAGMENTED, CONCRETE FOUNDATION FOR A
 EE0070'BUILDING, 124 FEET SOUTHWEST OF THE WEST CORNER OF THE STANDING
 EE0070'RUINS OF A CONCRETE BUILDING, 73 1/2 FEET NORTH OF A TELEGRAPH
 EE0070'POLE, ABOUT LEVEL WITH THE TRACK, AND ABOUT 3 FEET ABOVE THE
 EE0070'GROUND.
 EE0070
 EE0070                          STATION RECOVERY (2006)
 EE0070
 EE0070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2006 (MFM)
 EE0070'MARK NOT FOUND. FIELD THAT FOUNDATION IS LOCATED IN IS UNDER HEAVY
 EE0070'KUDZU DURING SUMMER MONTHS. REFERENCED FOUNDATION FOUND, BUT WEATHER
 EE0070'HAS ALL BUT MADE THE CHISELED SQUARE ALL BUT IMPOSSIBLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4316 ***********************************************************************
 AB4316  DESIGNATION -  444
 AB4316  PID         -  AB4316
 AB4316  STATE/COUNTY-  GA/DE KALB
 AB4316  USGS QUAD   -  REDAN (1983)
 AB4316
 AB4316                         *CURRENT SURVEY CONTROL
 AB4316  ___________________________________________________________________
 AB4316* NAD 83(1994)-  33 39 13.05685(N)    084 11 15.82680(W)     ADJUSTED  
 AB4316* NAVD 88     -       218.6    (meters)     717.     (feet)  GPS OBS   
 AB4316  ___________________________________________________________________
 AB4316  X           -     538,226.721 (meters)                     COMP
 AB4316  Y           -  -5,287,480.250 (meters)                     COMP
 AB4316  Z           -   3,514,635.580 (meters)                     COMP
 AB4316  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AB4316  ELLIP HEIGHT-         189.34  (meters)          (09/03/97) GPS OBS
 AB4316  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AB4316
 AB4316  HORZ ORDER  -  FIRST
 AB4316  ELLP ORDER  -  FOURTH    CLASS II
 AB4316
 AB4316.The horizontal coordinates were established by GPS observations
 AB4316.and adjusted by the National Geodetic Survey in September 1997..
 AB4316
 AB4316.The orthometric height was determined by GPS observations and a
 AB4316.high-resolution geoid model.
 AB4316
 AB4316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4316
 AB4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4316
 AB4316.The ellipsoidal height was determined by GPS observations
 AB4316.and is referenced to NAD 83.
 AB4316
 AB4316.The geoid height was determined by GEOID03.
 AB4316
 AB4316;                    North         East     Units Scale Factor Converg.
 AB4316;SPC GA W     -   405,088.282   698,046.432   MT  0.99990005   -0 00 42.0
 AB4316;SPC GA W     - 1,329,027.14  2,290,174.00   sFT  0.99990005   -0 00 42.0
 AB4316;UTM  16      - 3,727,300.529   760,797.133   MT  1.00043859   +1 33 33.7
 AB4316
 AB4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4316!SPC GA W     -   0.99997028  x   0.99990005  =   0.99987033
 AB4316!UTM  16      -   0.99997028  x   1.00043859  =   1.00040885
 AB4316
 AB4316                          SUPERSEDED SURVEY CONTROL
 AB4316
 AB4316  NAD 83(1994)-  33 39 13.05662(N)    084 11 15.82636(W) AD(       ) 1
 AB4316  ELLIP H (06/18/96)  189.36   (m)                       GP(       ) 4 1
 AB4316
 AB4316.Superseded values are not recommended for survey control.
 AB4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4316.See file dsdata.txt to determine how the superseded data were derived.
 AB4316
 AB4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6079727301(NAD 83)
 AB4316_MARKER: DB = BENCH MARK DISK
 AB4316_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4316_STAMPING: 444
 AB4316_MARK LOGO: GA-089
 AB4316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4316+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4316
 AB4316  HISTORY     - Date     Condition        Report By
 AB4316  HISTORY     - UNK      MONUMENTED       GA-089
 AB4316  HISTORY     - 19950326 GOOD             MSI
 AB4316  HISTORY     - 19970117 GOOD             MSI
 AB4316
 AB4316                          STATION DESCRIPTION
 AB4316
 AB4316'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4316'TO REACH THE STATION FROM THE INTERSECTION OF SNAPFINGER RD. AND
 AB4316'PANOLA RD., PROCEED SOUTH ON SNAPFINGER RD. APPROXIMATELY 200 FT (61.0
 AB4316'M) TO THE STATION IN THE NORTH CORNER BRIDGE ABUTMENT OF THE BRIDGE
 AB4316'SPANNING SOUTH RIVER. STATION IS A BENCHMARK DISK SET IN A CONCRETE
 AB4316'BRIDGE ABUTMENT BLOCK STAMPED 444 AND IS LOCATED 5 FT. NORTHWEST OF
 AB4316'NORTHWEST CORNER OF BRIDGE, 15 INCHES NORTHEAST OF SOUTH EDGE OF
 AB4316'BRIDGE ABUTMENT, 12 INCHES SOUTHWEST OF NORTH EDGE OF BRIDGE ABUTMENT.
 AB4316
 AB4316                          STATION RECOVERY (1997)
 AB4316
 AB4316'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AB4316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0559 ***********************************************************************
 DF0559  DESIGNATION -  445
 DF0559  PID         -  DF0559
 DF0559  STATE/COUNTY-  GA/HANCOCK
 DF0559  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF0559
 DF0559                         *CURRENT SURVEY CONTROL
 DF0559  ___________________________________________________________________
 DF0559* NAD 83(1986)-  33 09 44.     (N)    083 08 31.     (W)     SCALED    
 DF0559* NAVD 88     -       135.781  (meters)     445.47   (feet)  ADJUSTED  
 DF0559  ___________________________________________________________________
 DF0559  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DF0559  DYNAMIC HT  -         135.635 (meters)     445.00  (feet)  COMP
 DF0559  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 DF0559
 DF0559  VERT ORDER  -  FIRST     CLASS II
 DF0559
 DF0559.The horizontal coordinates were scaled from a topographic map and have
 DF0559.an estimated accuracy of +/- 6 seconds.
 DF0559
 DF0559.The orthometric height was determined by differential leveling
 DF0559.and adjusted by the National Geodetic Survey in June 1991..
 DF0559
 DF0559.The geoid height was determined by GEOID03.
 DF0559
 DF0559.The dynamic height is computed by dividing the NAVD 88
 DF0559.geopotential number by the normal gravity value computed on the
 DF0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0559.degrees latitude (g = 980.6199 gals.).
 DF0559
 DF0559.The modeled gravity was interpolated from observed gravity values.
 DF0559
 DF0559;                    North         East    Units  Estimated Accuracy
 DF0559;SPC GA E     -   351,020.      109,030.      MT  (+/- 180 meters Scaled)
 DF0559
 DF0559                          SUPERSEDED SURVEY CONTROL
 DF0559
 DF0559  NGVD 29 (??/??/92)  135.93   (m)          446.0    (f) COMPUTED    1 2
 DF0559
 DF0559.Superseded values are not recommended for survey control.
 DF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0559.See file dsdata.txt to determine how the superseded data were derived.
 DF0559
 DF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS002713(NAD 83)
 DF0559_MARKER: DD = SURVEY DISK
 DF0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0559_SP_SET: MILEPOST
 DF0559_STAMPING: 445.967
 DF0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0559
 DF0559  HISTORY     - Date     Condition        Report By
 DF0559  HISTORY     - UNK      MONUMENTED       USGS
 DF0559  HISTORY     - 1955     GOOD             NGS
 DF0559
 DF0559                          STATION DESCRIPTION
 DF0559
 DF0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0559'7.4 MI NE FROM MILLEDGEVILLE.
 DF0559'IN HANCOCK COUNTY, ABOUT 7.4 MILES NE ALONG THE GEORGIA RAILROAD
 DF0559'FROM THE STATION AT MILLEDGEVILLE, BALDWIN COUNTY, ABOUT 2.3 MILES
 DF0559'SW OF CARRS, HANCOCK COUNTY, IN THE TOP OF NO. 38 RAILROAD MILEPOST,
 DF0559'8.7 FEET N OF N RAIL, AND 1.3 FEET HIGHER THAN TOP OF SAME.  A
 DF0559'STANDARD U.S. GEOLOGICAL SURVEY DISK IS STAMPED 445.967 AND SET IN
 DF0559'A DRILL HOLE IN TOP OF THE STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0560 ***********************************************************************
 DF0560  DESIGNATION -  445 USGS RESET 1957
 DF0560  PID         -  DF0560
 DF0560  STATE/COUNTY-  GA/HANCOCK
 DF0560  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF0560
 DF0560                         *CURRENT SURVEY CONTROL
 DF0560  ___________________________________________________________________
 DF0560* NAD 83(1986)-  33 09 44.     (N)    083 08 31.     (W)     SCALED    
 DF0560* NAVD 88     -       137.71   (meters)     451.8    (feet)  RESET     
 DF0560  ___________________________________________________________________
 DF0560  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DF0560
 DF0560  VERT ORDER  -  THIRD
 DF0560
 DF0560.The horizontal coordinates were scaled from a topographic map and have
 DF0560.an estimated accuracy of +/- 6 seconds.
 DF0560
 DF0560.The orthometric height was computed from unverified reset data.
 DF0560.No vertical observational check was made to the station.
 DF0560
 DF0560.The geoid height was determined by GEOID03.
 DF0560
 DF0560;                    North         East    Units  Estimated Accuracy
 DF0560;SPC GA E     -   351,020.      109,030.      MT  (+/- 180 meters Scaled)
 DF0560
 DF0560                          SUPERSEDED SURVEY CONTROL
 DF0560
 DF0560  NGVD 29 (??/??/??)  137.86   (m)          452.3    (f) RESET       3  
 DF0560
 DF0560.Superseded values are not recommended for survey control.
 DF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0560.See file dsdata.txt to determine how the superseded data were derived.
 DF0560
 DF0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS002713(NAD 83)
 DF0560_MARKER: DD = SURVEY DISK
 DF0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0560_SP_SET: MILEPOST
 DF0560_STAMPING: 445 RESET 1957
 DF0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0560
 DF0560  HISTORY     - Date     Condition        Report By
 DF0560  HISTORY     - 1957     MONUMENTED       USGS
 DF0560  HISTORY     - 1959     POOR             NGS
 DF0560
 DF0560                          STATION DESCRIPTION
 DF0560
 DF0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0560'6.3 MI W FROM DEVEREUX.
 DF0560'6.3 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION AND POST
 DF0560'OFFICE AT DEVEREUX, ABOUT 7.2 MILES NORTHEAST ALONG THE GA. RR.
 DF0560'FROM THE STATION AT MILLEDGEVILLE, BALDWIN COUNTY, 11 FEET
 DF0560'SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 6 FEET ABOVE THE LEVEL OF
 DF0560'THE TRACK, AND SET IN TOP OF MILEPOST M 38.  NOTE-- B.M. IS IN
 DF0560'STRUCTURE WHICH IS NOT CONSIDERED STABLE AND MARK SHOULD NOT BE
 DF0560'USED FOR PRECISE WORK.  THE MARK WAS NOT INCLUDED IN THE LEVELING
 DF0560'OF 1959 AS MILE POST COULD BE PUSHED OVER EASILY AND WAS NOT
 DF0560'CONSIDERED WORTH ESTABLISHING ELEVATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1089 ***********************************************************************
 DF1089  DESIGNATION -  446 USGS
 DF1089  PID         -  DF1089
 DF1089  STATE/COUNTY-  GA/WARREN
 DF1089  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1089
 DF1089                         *CURRENT SURVEY CONTROL
 DF1089  ___________________________________________________________________
 DF1089* NAD 83(1986)-  33 19 31.     (N)    082 44 01.     (W)     SCALED    
 DF1089* NAVD 88     -       135.816  (meters)     445.59   (feet)  ADJUSTED  
 DF1089  ___________________________________________________________________
 DF1089  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DF1089  DYNAMIC HT  -         135.671 (meters)     445.11  (feet)  COMP
 DF1089  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DF1089
 DF1089  VERT ORDER  -  FIRST     CLASS II
 DF1089
 DF1089.The horizontal coordinates were scaled from a topographic map and have
 DF1089.an estimated accuracy of +/- 6 seconds.
 DF1089
 DF1089.The orthometric height was determined by differential leveling
 DF1089.and adjusted by the National Geodetic Survey in June 1991..
 DF1089
 DF1089.The geoid height was determined by GEOID03.
 DF1089
 DF1089.The dynamic height is computed by dividing the NAVD 88
 DF1089.geopotential number by the normal gravity value computed on the
 DF1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1089.degrees latitude (g = 980.6199 gals.).
 DF1089
 DF1089.The modeled gravity was interpolated from observed gravity values.
 DF1089
 DF1089;                    North         East    Units  Estimated Accuracy
 DF1089;SPC GA E     -   368,820.      147,220.      MT  (+/- 180 meters Scaled)
 DF1089
 DF1089                          SUPERSEDED SURVEY CONTROL
 DF1089
 DF1089.No superseded survey control is available for this station.
 DF1089
 DF1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS386886(NAD 83)
 DF1089_MARKER: DD = SURVEY DISK
 DF1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1089_SP_SET: CONCRETE POST
 DF1089_STAMPING: 446 FT. 52 H S C 1971
 DF1089_PROJECTION: FLUSH
 DF1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1089+STABILITY: SURFACE MOTION
 DF1089
 DF1089  HISTORY     - Date     Condition        Report By
 DF1089  HISTORY     - 1971     MONUMENTED       USGS
 DF1089  HISTORY     - 1979     GOOD             NGS
 DF1089
 DF1089                          STATION DESCRIPTION
 DF1089
 DF1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1089'3.9 MI NE FROM JEWELL.
 DF1089'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 DF1089'IN JEWELL TO THE MARK ON THE RIGHT, SET IN TOP OF A CONCRETE POST,
 DF1089'AT THE NORTHEAST CORNER OF THE JUNCTION OF 16 AND COUNTY ROAD 68,
 DF1089'52 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 38.5 FEET
 DF1089'NORTHEAST OF THE CENTERLINE OF ROAD, 19 FEET EAST OF A STOP SIGN,
 DF1089'4 FEET NORTHEAST OF A STATE CONCRETE MARKER, 3.5 FEET NORTHWEST OF
 DF1089'A FENCE.
 DF1089'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 DF1089'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0068 ***********************************************************************
 EE0068  DESIGNATION -  449
 EE0068  PID         -  EE0068
 EE0068  STATE/COUNTY-  GA/CHEROKEE
 EE0068  USGS QUAD   -  BALL GROUND WEST (1997)
 EE0068
 EE0068                         *CURRENT SURVEY CONTROL
 EE0068  ___________________________________________________________________
 EE0068* NAD 83(1986)-  34 16 40.     (N)    084 26 08.     (W)     SCALED    
 EE0068* NAVD 88     -       282.707  (meters)     927.51   (feet)  ADJUSTED  
 EE0068  ___________________________________________________________________
 EE0068  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0068  DYNAMIC HT  -         282.406 (meters)     926.53  (feet)  COMP
 EE0068  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 EE0068
 EE0068  VERT ORDER  -  SECOND    CLASS 0
 EE0068
 EE0068.The horizontal coordinates were scaled from a topographic map and have
 EE0068.an estimated accuracy of +/- 6 seconds.
 EE0068
 EE0068.The orthometric height was determined by differential leveling
 EE0068.and adjusted by the National Geodetic Survey in June 1991..
 EE0068
 EE0068.The geoid height was determined by GEOID03.
 EE0068
 EE0068.The dynamic height is computed by dividing the NAVD 88
 EE0068.geopotential number by the normal gravity value computed on the
 EE0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0068.degrees latitude (g = 980.6199 gals.).
 EE0068
 EE0068.The modeled gravity was interpolated from observed gravity values.
 EE0068
 EE0068;                    North         East    Units  Estimated Accuracy
 EE0068;SPC GA W     -   474,350.      675,240.      MT  (+/- 180 meters Scaled)
 EE0068
 EE0068                          SUPERSEDED SURVEY CONTROL
 EE0068
 EE0068  NGVD 29 (??/??/92)  282.682  (m)          927.43   (f) ADJ UNCH    2 0
 EE0068
 EE0068.Superseded values are not recommended for survey control.
 EE0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0068.See file dsdata.txt to determine how the superseded data were derived.
 EE0068
 EE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC360959(NAD 83)
 EE0068_MARKER: X = CHISELED CROSS
 EE0068_SETTING: 66 = SET IN ROCK OUTCROP
 EE0068_SP_SET: ROCK CUT
 EE0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0068+STABILITY: POSITION/ELEVATION WELL
 EE0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0068+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 EE0068
 EE0068  HISTORY     - Date     Condition        Report By
 EE0068  HISTORY     - UNK      MONUMENTED       LNRR
 EE0068  HISTORY     - 1972     GOOD             NGS
 EE0068  HISTORY     - 20050901 GOOD             LOCENG
 EE0068
 EE0068                          STATION DESCRIPTION
 EE0068
 EE0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0068'0.8 MI NE FROM KEITHSBURG.
 EE0068'ABOUT 0.85 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 EE0068'RAILROAD FROM THE SOUTHWEST END OF THE SIDING AT KEITHSBURG,
 EE0068'81 1/2 FEET SOUTH-SOUTHWEST OF MILEPOST L 448, 6 1/2 FEET
 EE0068'SOUTHEAST OF THE SOUTHEAST RAIL, NEAR THE CENTER OF A ROCK CUT ON
 EE0068'THE SOUTHEAST SIDE OF THE TRACK, A CHISELED CROSS ON THE TOP OF A
 EE0068'FLAT ROCK LEDGE THAT PROJECTS 0.8 FOOT NORTHWEST FROM THE
 EE0068'NORTHWEST FACE OF A LARGE ROCK OUTCROP, 1/2 FOOT BELOW THE LEVEL
 EE0068'OF THE TRACK, AND 1/2 FOOT ABOVE THE GROUND.
 EE0068
 EE0068                          STATION RECOVERY (2005)
 EE0068
 EE0068'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4314 ***********************************************************************
 AB4314  DESIGNATION -  449
 AB4314  PID         -  AB4314
 AB4314  STATE/COUNTY-  GA/DE KALB
 AB4314  USGS QUAD   -  REDAN (1983)
 AB4314
 AB4314                         *CURRENT SURVEY CONTROL
 AB4314  ___________________________________________________________________
 AB4314* NAD 83(1994)-  33 39 04.43010(N)    084 14 37.12145(W)     ADJUSTED  
 AB4314* NAVD 88     -       284.5    (meters)     933.     (feet)  GPS OBS   
 AB4314  ___________________________________________________________________
 AB4314  X           -     533,086.660 (meters)                     COMP
 AB4314  Y           -  -5,288,204.045 (meters)                     COMP
 AB4314  Z           -   3,514,450.793 (meters)                     COMP
 AB4314  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AB4314  ELLIP HEIGHT-         255.15  (meters)          (09/03/97) GPS OBS
 AB4314  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AB4314
 AB4314  HORZ ORDER  -  FIRST
 AB4314  ELLP ORDER  -  FOURTH    CLASS II
 AB4314
 AB4314.The horizontal coordinates were established by GPS observations
 AB4314.and adjusted by the National Geodetic Survey in September 1997..
 AB4314
 AB4314.The orthometric height was determined by GPS observations and a
 AB4314.high-resolution geoid model.
 AB4314
 AB4314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4314
 AB4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4314
 AB4314.The ellipsoidal height was determined by GPS observations
 AB4314.and is referenced to NAD 83.
 AB4314
 AB4314.The geoid height was determined by GEOID03.
 AB4314
 AB4314;                    North         East     Units Scale Factor Converg.
 AB4314;SPC GA W     -   404,824.977   692,860.168   MT  0.99990063   -0 02 33.6
 AB4314;SPC GA W     - 1,328,163.28  2,273,158.73   sFT  0.99990063   -0 02 33.6
 AB4314;UTM  16      - 3,726,894.930   755,617.335   MT  1.00040561   +1 31 41.6
 AB4314
 AB4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4314!SPC GA W     -   0.99995995  x   0.99990063  =   0.99986058
 AB4314!UTM  16      -   0.99995995  x   1.00040561  =   1.00036554
 AB4314
 AB4314                          SUPERSEDED SURVEY CONTROL
 AB4314
 AB4314  NAD 83(1994)-  33 39 04.42985(N)    084 14 37.12100(W) AD(       ) 1
 AB4314  ELLIP H (06/18/96)  255.16   (m)                       GP(       ) 4 1
 AB4314
 AB4314.Superseded values are not recommended for survey control.
 AB4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4314.See file dsdata.txt to determine how the superseded data were derived.
 AB4314
 AB4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5561726895(NAD 83)
 AB4314_MARKER: DB = BENCH MARK DISK
 AB4314_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4314_MARK LOGO: GA-089
 AB4314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4314+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4314
 AB4314  HISTORY     - Date     Condition        Report By
 AB4314  HISTORY     - UNK      MONUMENTED       GA-089
 AB4314  HISTORY     - 19950326 GOOD             MSI
 AB4314
 AB4314                          STATION DESCRIPTION
 AB4314
 AB4314'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4314'TO REACH THE STATION FROM THE INTERSECTION OF FLAKES MILL RD. AND
 AB4314'RIVER RD., PROCEED WEST ON RIVER RD. FOR 0.1 MI (0.2 KM) TO LINECREST
 AB4314'RD., PROCEED SOUTH ON RIVER RD. FOR 0.7 MI (1.1 KM) TO STATION IN
 AB4314'SIDEWALK BLOCK AT EAST END OF SIDEWALK IN FRONT OF FAITH ACADEMY
 AB4314'SCHOOL. STATION IS A BENCHMARK DISK SET IN A CONCRETE SIDEWALK BLOCK
 AB4314'STAMPED 449 AND IS LOCATED 27.8 FT (8.5 M) SOUTH SOUTHWEST OF
 AB4314'CENTERLINE OF LINECREST RD., 88.0 FT (26.8 M) NORTH OF NORTHEAST
 AB4314'CORNER OF SCHOOL, 8.7 FT (2.7 M) WEST SOUTHWEST OF CONCRETE BUS STOP
 AB4314'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1543 ***********************************************************************
 CM1543  DESIGNATION -  45 AWT USGS 1974
 CM1543  PID         -  CM1543
 CM1543  STATE/COUNTY-  GA/TAYLOR
 CM1543  USGS QUAD   -  PRATTSBURG (1985)
 CM1543
 CM1543                         *CURRENT SURVEY CONTROL
 CM1543  ___________________________________________________________________
 CM1543* NAD 83(1994)-  32 39 32.40499(N)    084 19 50.55668(W)     ADJUSTED  
 CM1543* NAVD 88     -       212.3    (meters)     697.     (feet)  VERTCON   
 CM1543  ___________________________________________________________________
 CM1543  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CM1543  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CM1543
 CM1543  HORZ ORDER  -  SECOND
 CM1543  VERT ORDER  -  THIRD ? (See Below)
 CM1543
 CM1543.The horizontal coordinates were established by classical geodetic methods
 CM1543.and adjusted by the National Geodetic Survey in September 1997..
 CM1543.No horizontal observational check was made to the station.
 CM1543
 CM1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1543.The vertical order pertains to the NGVD 29 superseded value.
 CM1543
 CM1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1543
 CM1543.The geoid height was determined by GEOID03.
 CM1543
 CM1543;                    North         East     Units Scale Factor Converg.
 CM1543;SPC GA W     -   294,799.817   684,612.436   MT  0.99990292   -0 05 18.7
 CM1543;SPC GA W     -   967,189.07  2,246,099.30   sFT  0.99990292   -0 05 18.7
 CM1543;UTM  16      - 3,616,633.162   750,346.812   MT  1.00037289   +1 26 28.3
 CM1543
 CM1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1543!SPC GA W     -   0.99997087  x   0.99990292  =   0.99987379
 CM1543!UTM  16      -   0.99997087  x   1.00037289  =   1.00034375
 CM1543
 CM1543                          SUPERSEDED SURVEY CONTROL
 CM1543
 CM1543  NAD 83(1986)-  32 39 32.41006(N)    084 19 50.55565(W) AD(       ) 2
 CM1543  NAD 27      -  32 39 31.90344(N)    084 19 50.85240(W) AD(       ) 2
 CM1543  NGVD 29 (07/19/86)  212.4    (m)          697.     (f) LEVELING    3  
 CM1543
 CM1543.Superseded values are not recommended for survey control.
 CM1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1543.See file dsdata.txt to determine how the superseded data were derived.
 CM1543
 CM1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5034716633(NAD 83)
 CM1543_MARKER: DD = SURVEY DISK
 CM1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1543+STABILITY: SURFACE MOTION
 CM1543
 CM1543  HISTORY     - Date     Condition        Report By
 CM1543  HISTORY     - 1974     MONUMENTED       USGS
 CM1543
 CM1543                          STATION DESCRIPTION
 CM1543
 CM1543'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (LHW)
 CM1543'THE STATION IS LOCATED ABOUT 11.5 MILES EAST OF TALBOTTON, 9.25
 CM1543'MILES NORTHWEST OF BUTLER, 4 MILES SOUTH OF U.S. HIGHWAY 80 AND
 CM1543'AT THE JUNCTION OF STATE ROUTE 208 AND COUNTY ROAD 92091.
 CM1543'
 CM1543'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE ROUTES 90
 CM1543'AND 208 AT THE SOUTH EDGE OF TALBOTTON, GO SOUTHEAST ON ROUTES
 CM1543'90 AND 208 FOR 0.6 MILE TO A ROAD LEFT.  TURN LEFT AND GO EASTERLY
 CM1543'ON ROUTE 208 FOR 10.4 MILES TO THE TALBOT-TAYLOR COUNTY
 CM1543'LINE.  CONTINUE EASTERLY FOR 3.1 MILES TO THE MARK ON THE RIGHT.
 CM1543'
 CM1543'THE STATION MARK, A U.S. DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY
 CM1543'DISK STAMPED 45 AWT 1970, IS SET IN THE TOP OF A 6-INCH SQUARE
 CM1543'CONCRETE MONUMENT 1-INCH BELOW THE GROUND SURFACE.  IT IS 83 FEET
 CM1543'WEST OF THE CENTER OF COUNTY ROAD 92091, 39 FEET SOUTH OF THE
 CM1543'CENTER OF ROUTE 208, 2.3 FEET SOUTH OF A METAL WITNESS POST AND
 CM1543'1 FOOT NORTH OF A FENCE.
 CM1543'
 CM1543'AN ELECTRONIC INSTRUMENT TRAVERSE TIE WAS MADE FROM TRIANGULATION
 CM1543'STATION WESLEY, SEE DESCRIPTION THEREOF, THE DISTANCE IS--840.631
 CM1543'METERS, OR (2757.97 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1629 ***********************************************************************
 BE1629  DESIGNATION -  45 JWM USGS RESET 1970
 BE1629  PID         -  BE1629
 BE1629  STATE/COUNTY-  GA/SEMINOLE
 BE1629  USGS QUAD   -  STEAM MILL (1994)
 BE1629
 BE1629                         *CURRENT SURVEY CONTROL
 BE1629  ___________________________________________________________________
 BE1629* NAD 83(1986)-  30 58 57.     (N)    084 58 31.     (W)     SCALED    
 BE1629* NAVD 88     -        45.45   (meters)     149.1    (feet)  RESET     
 BE1629  ___________________________________________________________________
 BE1629  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BE1629
 BE1629  VERT ORDER  -  THIRD
 BE1629
 BE1629.The horizontal coordinates were scaled from a topographic map and have
 BE1629.an estimated accuracy of +/- 6 seconds.
 BE1629
 BE1629.The orthometric height was computed from unverified reset data.
 BE1629
 BE1629.The geoid height was determined by GEOID03.
 BE1629
 BE1629;                    North         East    Units  Estimated Accuracy
 BE1629;SPC GA W     -   109,190.      622,770.      MT  (+/- 180 meters Scaled)
 BE1629
 BE1629                          SUPERSEDED SURVEY CONTROL
 BE1629
 BE1629.No superseded survey control is available for this station.
 BE1629
 BE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV933294(NAD 83)
 BE1629_MARKER: DB = BENCH MARK DISK
 BE1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1629_STAMPING: 45 JWM 1951 RESET 1970
 BE1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1629+STABILITY: SURFACE MOTION
 BE1629
 BE1629  HISTORY     - Date     Condition        Report By
 BE1629  HISTORY     - 1970     MONUMENTED       NGS
 BE1629
 BE1629                          STATION DESCRIPTION
 BE1629
 BE1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BE1629'6.8 MI SW FROM DONALSONVILLE.
 BE1629'ABOUT 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE
 BE1629'HIGHSCHOOL AT DONALSONVILLE, AT THE JUNCTION OF COUNTY ROAD
 BE1629'PR 284, 50 FEET SOUTH OF THE CENTERLINE OF STATE 91, 64 FEET
 BE1629'WEST OF THE CENTERLINE OF PR 248 AND 1 FOOT NORTH OF A WITNESS
 BE1629'POST.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BE1629'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4299 ***********************************************************************
 AB4299  DESIGNATION -  451
 AB4299  PID         -  AB4299
 AB4299  STATE/COUNTY-  GA/DE KALB
 AB4299  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4299
 AB4299                         *CURRENT SURVEY CONTROL
 AB4299  ___________________________________________________________________
 AB4299* NAD 83(1994)-  33 47 50.80596(N)    084 15 36.43828(W)     ADJUSTED  
 AB4299* NAVD 88     -       313.4    (meters)    1028.     (feet)  GPS OBS   
 AB4299  ___________________________________________________________________
 AB4299  X           -     530,667.709 (meters)                     COMP
 AB4299  Y           -  -5,279,421.576 (meters)                     COMP
 AB4299  Z           -   3,527,956.005 (meters)                     COMP
 AB4299  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AB4299  ELLIP HEIGHT-         283.90  (meters)          (09/03/97) GPS OBS
 AB4299  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AB4299
 AB4299  HORZ ORDER  -  FIRST
 AB4299  ELLP ORDER  -  FOURTH    CLASS II
 AB4299
 AB4299.The horizontal coordinates were established by GPS observations
 AB4299.and adjusted by the National Geodetic Survey in September 1997..
 AB4299
 AB4299.The orthometric height was determined by GPS observations and a
 AB4299.high-resolution geoid model.
 AB4299
 AB4299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4299
 AB4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4299
 AB4299.The ellipsoidal height was determined by GPS observations
 AB4299.and is referenced to NAD 83.
 AB4299
 AB4299.The geoid height was determined by GEOID03.
 AB4299
 AB4299;                    North         East     Units Scale Factor Converg.
 AB4299;SPC GA W     -   421,042.470   691,346.598   MT  0.99990092   -0 03 07.1
 AB4299;SPC GA W     - 1,381,370.17  2,268,192.96   sFT  0.99990092   -0 03 07.1
 AB4299;UTM  16      - 3,743,072.798   753,657.930   MT  1.00039328   +1 31 29.6
 AB4299
 AB4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4299!SPC GA W     -   0.99995543  x   0.99990092  =   0.99985636
 AB4299!UTM  16      -   0.99995543  x   1.00039328  =   1.00034870
 AB4299
 AB4299|---------------------------------------------------------------------|
 AB4299| PID    Reference Object                     Distance      Geod. Az  |
 AB4299|                                                           dddmmss.s |
 AB4299| AB4362 5062                                393.938 METERS 22121     |
 AB4299|---------------------------------------------------------------------|
 AB4299
 AB4299                          SUPERSEDED SURVEY CONTROL
 AB4299
 AB4299  NAD 83(1994)-  33 47 50.80570(N)    084 15 36.43771(W) AD(       ) 1
 AB4299  ELLIP H (06/18/96)  283.91   (m)                       GP(       ) 4 1
 AB4299
 AB4299.Superseded values are not recommended for survey control.
 AB4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4299.See file dsdata.txt to determine how the superseded data were derived.
 AB4299
 AB4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5365843073(NAD 83)
 AB4299_MARKER: DB = BENCH MARK DISK
 AB4299_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4299_STAMPING: 451
 AB4299_MARK LOGO: GA-089
 AB4299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4299+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4299
 AB4299  HISTORY     - Date     Condition        Report By
 AB4299  HISTORY     - UNK      MONUMENTED       GA-089
 AB4299  HISTORY     - 19950327 GOOD             MSI
 AB4299
 AB4299                          STATION DESCRIPTION
 AB4299
 AB4299'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4299'TO REACH THE STATION FROM THE INTERSECTION OF LINECREST RD. AND WARD
 AB4299'LAKE RD., PROCEED ALONG LINECREST RD. 0.2 MI (0.3 KM) TO STATION ON
 AB4299'EAST SIDE OF LINECREST RD. IN DRIVEWAY TO CIVIC 3089. STATION IS A
 AB4299'BRASS DISK SET IN A CONCRETE DRIVEWAY STAMPED 451 AND IS LOCATED 26.4
 AB4299'FT (8.0 M) SOUTH OF CENTERLINE OF LINECREST RD., 82.2 FT (25.1 M) WEST
 AB4299'OF FIRE HYDRANT, 5.5 FT (1.7 M) EAST OF CENTERLINE OF DRIVEWAY TO
 AB4299'CIVIC 3089.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4333 ***********************************************************************
 AB4333  DESIGNATION -  451
 AB4333  PID         -  AB4333
 AB4333  STATE/COUNTY-  GA/DE KALB
 AB4333  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4333
 AB4333                         *CURRENT SURVEY CONTROL
 AB4333  ___________________________________________________________________
 AB4333* NAD 83(1994)-  33 38 49.41938(N)    084 15 48.83848(W)     ADJUSTED  
 AB4333* NAVD 88     -       287.5    (meters)     943.     (feet)  GPS OBS   
 AB4333  ___________________________________________________________________
 AB4333  X           -     531,273.814 (meters)                     COMP
 AB4333  Y           -  -5,288,646.527 (meters)                     COMP
 AB4333  Z           -   3,514,067.433 (meters)                     COMP
 AB4333  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AB4333  ELLIP HEIGHT-         258.12  (meters)          (09/03/97) GPS OBS
 AB4333  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AB4333
 AB4333  HORZ ORDER  -  FIRST
 AB4333  ELLP ORDER  -  FOURTH    CLASS II
 AB4333
 AB4333.The horizontal coordinates were established by GPS observations
 AB4333.and adjusted by the National Geodetic Survey in September 1997..
 AB4333
 AB4333.The orthometric height was determined by GPS observations and a
 AB4333.high-resolution geoid model.
 AB4333
 AB4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4333
 AB4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4333
 AB4333.The ellipsoidal height was determined by GPS observations
 AB4333.and is referenced to NAD 83.
 AB4333
 AB4333.The geoid height was determined by GEOID03.
 AB4333
 AB4333;                    North         East     Units Scale Factor Converg.
 AB4333;SPC GA W     -   404,364.096   691,011.997   MT  0.99990100   -0 03 13.3
 AB4333;SPC GA W     - 1,326,651.20  2,267,095.19   sFT  0.99990100   -0 03 13.3
 AB4333;UTM  16      - 3,726,383.306   753,781.576   MT  1.00039408   +1 31 01.2
 AB4333
 AB4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4333!SPC GA W     -   0.99995948  x   0.99990100  =   0.99986048
 AB4333!UTM  16      -   0.99995948  x   1.00039408  =   1.00035354
 AB4333
 AB4333                          SUPERSEDED SURVEY CONTROL
 AB4333
 AB4333  NAD 83(1994)-  33 38 49.41913(N)    084 15 48.83802(W) AD(       ) 1
 AB4333  ELLIP H (06/18/96)  258.13   (m)                       GP(       ) 4 1
 AB4333
 AB4333.Superseded values are not recommended for survey control.
 AB4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4333.See file dsdata.txt to determine how the superseded data were derived.
 AB4333
 AB4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5378226383(NAD 83)
 AB4333_MARKER: DD = SURVEY DISK
 AB4333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4333_SP_SET: CONCRETE DRIVE
 AB4333_STAMPING: 451
 AB4333_MARK LOGO: GA-089
 AB4333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4333+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1997
 AB4333
 AB4333  HISTORY     - Date     Condition        Report By
 AB4333  HISTORY     - 1995     MONUMENTED       GA-089
 AB4333  HISTORY     - 19970117 GOOD             MSI
 AB4333
 AB4333                          STATION DESCRIPTION
 AB4333
 AB4333'DESCRIBED BY DE KALB COUNTY GEORGIA 1995
 AB4333'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB4333
 AB4333                          STATION RECOVERY (1997)
 AB4333
 AB4333'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AB4333'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) EAST-SOUTHEAST OF CEDAR
 AB4333'GROVE AND 8.8 KM (5.45 MI) EAST OF FOREST PARK ALONG A ROAD RIGHT OF
 AB4333'WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 675 AND ANVIL
 AB4333'BLOCK ROAD (INTERCHANGE 4 ON I -675) PROCEED EAST ON ANVIL BLOCK ROAD
 AB4333'FOR 3.0 MI (4.8 KM) TO THE T JUNCTION WITH FAIRVIEW ROAD.  TURN LEFT
 AB4333'AND PROCEED NORTH ALONG FAIRVIEW ROAD FOR 1.65 MI (2.66 KM) TO THE
 AB4333'JUNCTION WITH LINECREST ROAD.  TURN RIGHT AND PROCEED EAST ON
 AB4333'LINECREST ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT IN THE
 AB4333'DRIVE TO HOUSE NO 3089 THE STATION IS A DEKALB COUNTY ROADS AND
 AB4333'DRAINAGE SURVEY DISK SET INTO A CONCRETE DRIVE.  THE TOP OF THE
 AB4333'MONUMENT IS FLUSH WITH THE GROUND.  THE STATION IS LOCATED 82.2 FT
 AB4333'(25.1 M) WEST OF A FIRE HYDRANT, 26.4 FT (8.0 M) SOUTH OF THE
 AB4333'CENTERLINE OF LINECREST ROAD, AND 5.5 FT (1.7 M) EAST OF THE
 AB4333'CENTERLINE OF THE DRIVE TO NO 3089
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0066 ***********************************************************************
 EE0066  DESIGNATION -  453
 EE0066  PID         -  EE0066
 EE0066  STATE/COUNTY-  GA/CHEROKEE
 EE0066  USGS QUAD   -  CANTON (1992)
 EE0066
 EE0066                         *CURRENT SURVEY CONTROL
 EE0066  ___________________________________________________________________
 EE0066* NAD 83(1986)-  34 14 30.     (N)    084 28 45.     (W)     SCALED    
 EE0066* NAVD 88     -       264.885  (meters)     869.04   (feet)  ADJUSTED  
 EE0066  ___________________________________________________________________
 EE0066  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE0066  DYNAMIC HT  -         264.601 (meters)     868.11  (feet)  COMP
 EE0066  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 EE0066
 EE0066  VERT ORDER  -  SECOND    CLASS 0
 EE0066
 EE0066.The horizontal coordinates were scaled from a topographic map and have
 EE0066.an estimated accuracy of +/- 6 seconds.
 EE0066
 EE0066.The orthometric height was determined by differential leveling
 EE0066.and adjusted by the National Geodetic Survey in June 1991..
 EE0066
 EE0066.The geoid height was determined by GEOID03.
 EE0066
 EE0066.The dynamic height is computed by dividing the NAVD 88
 EE0066.geopotential number by the normal gravity value computed on the
 EE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0066.degrees latitude (g = 980.6199 gals.).
 EE0066
 EE0066.The modeled gravity was interpolated from observed gravity values.
 EE0066
 EE0066;                    North         East    Units  Estimated Accuracy
 EE0066;SPC GA W     -   470,350.      671,220.      MT  (+/- 180 meters Scaled)
 EE0066
 EE0066                          SUPERSEDED SURVEY CONTROL
 EE0066
 EE0066  NGVD 29 (??/??/92)  264.856  (m)          868.95   (f) ADJ UNCH    2 0
 EE0066
 EE0066.Superseded values are not recommended for survey control.
 EE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0066.See file dsdata.txt to determine how the superseded data were derived.
 EE0066
 EE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC321918(NAD 83)
 EE0066_MARKER: Q = CHISELED SQUARE
 EE0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0066_SP_SET: ABUTMENT
 EE0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0066
 EE0066  HISTORY     - Date     Condition        Report By
 EE0066  HISTORY     - UNK      MONUMENTED       LNRR
 EE0066  HISTORY     - 1972     GOOD             NGS
 EE0066
 EE0066                          STATION DESCRIPTION
 EE0066
 EE0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0066'1.5 MI NE FROM CANTON.
 EE0066'ABOUT 1.5 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 EE0066'RAILROAD FROM THE STATION AT CANTON, 0.3 MILE NORTHEAST OF MILEPOST
 EE0066'453, 4 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, A CHISELED SQUARE
 EE0066'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST MARBLE ABUTMENT
 EE0066'OF A SMALL RAILROAD BRIDGE OVER A CREEK, 0.5 FOOT SOUTHEAST OF THE
 EE0066'OUTSIDE POINT OF THE INTERSECTION OF THE ABUTMENT AND THE NORTH
 EE0066'WINGWALL, 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0254 ***********************************************************************
 DF0254  DESIGNATION -  453 USGS
 DF0254  PID         -  DF0254
 DF0254  STATE/COUNTY-  GA/RICHMOND
 DF0254  USGS QUAD   -  BLYTHE (1980)
 DF0254
 DF0254                         *CURRENT SURVEY CONTROL
 DF0254  ___________________________________________________________________
 DF0254* NAD 83(1986)-  33 17 33.     (N)    082 12 05.     (W)     SCALED    
 DF0254* NAVD 88     -       137.896  (meters)     452.41   (feet)  ADJUSTED  
 DF0254  ___________________________________________________________________
 DF0254  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DF0254  DYNAMIC HT  -         137.747 (meters)     451.92  (feet)  COMP
 DF0254  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 DF0254
 DF0254  VERT ORDER  -  SECOND    CLASS 0
 DF0254
 DF0254.The horizontal coordinates were scaled from a topographic map and have
 DF0254.an estimated accuracy of +/- 6 seconds.
 DF0254
 DF0254.The orthometric height was determined by differential leveling
 DF0254.and adjusted by the National Geodetic Survey in June 1991..
 DF0254
 DF0254.The geoid height was determined by GEOID03.
 DF0254
 DF0254.The dynamic height is computed by dividing the NAVD 88
 DF0254.geopotential number by the normal gravity value computed on the
 DF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0254.degrees latitude (g = 980.6199 gals.).
 DF0254
 DF0254.The modeled gravity was interpolated from observed gravity values.
 DF0254
 DF0254;                    North         East    Units  Estimated Accuracy
 DF0254;SPC GA E     -   365,040.      196,770.      MT  (+/- 180 meters Scaled)
 DF0254
 DF0254                          SUPERSEDED SURVEY CONTROL
 DF0254
 DF0254  NGVD 29 (??/??/92)  138.091  (m)          453.05   (f) ADJ UNCH    2 0
 DF0254
 DF0254.Superseded values are not recommended for survey control.
 DF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0254.See file dsdata.txt to determine how the superseded data were derived.
 DF0254
 DF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS881843(NAD 83)
 DF0254_MARKER: P = PIPE CAP
 DF0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0254_STAMPING: 453 1918
 DF0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0254
 DF0254  HISTORY     - Date     Condition        Report By
 DF0254  HISTORY     - 1918     MONUMENTED       USGS
 DF0254  HISTORY     - 1955     POOR             NGS
 DF0254  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0254
 DF0254                          STATION DESCRIPTION
 DF0254
 DF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0254'AT BLYTHE.
 DF0254'AT BLYTH, RICHMOND COUNTY, ABOUT 60 YARDS NE OF THE CENTER OF THE
 DF0254'MAIN CROSSING IN TOWN, 39.5 FEET NW OF THE MOST NORTHERLY CORNER OF
 DF0254'THE GEORGIA AND FLORIDA RAILROAD STATION, 115 FEET NE OF THE PROJECTED
 DF0254'PLANE OF THE NE WALL OF THE FARMERS BANK BRICK BUILDING, 10.9 FEET
 DF0254'NW OF NW RAIL OF THE MAIN LINE, AND 1.6 FEET HIGHER THAN TOP OF SAME.
 DF0254'A STANDARD U.S. GEOLOGICAL SURVEY CAPPED-PIPE MONUMENT IS STAMPED
 DF0254'453 1918 AND PROJECTS 1.5 FEET.  LEVELS FROM THE NEARBY L 132
 DF0254'INDICATE THAT THE MARK HAS BEEN LOWERED 0.10 FOOT AND IN ITS USE
 DF0254'CAUTION SHOULD BE EXERCISED ACCORDINGLY.
 DF0254
 DF0254                          STATION RECOVERY (1979)
 DF0254
 DF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0208 ***********************************************************************
 DF0208  DESIGNATION -  459
 DF0208  PID         -  DF0208
 DF0208  STATE/COUNTY-  GA/COLUMBIA
 DF0208  USGS QUAD   -  GROVETOWN (1980)
 DF0208
 DF0208                         *CURRENT SURVEY CONTROL
 DF0208  ___________________________________________________________________
 DF0208* NAD 83(1986)-  33 27 26.     (N)    082 11 38.     (W)     SCALED    
 DF0208* NAVD 88     -       139.553  (meters)     457.85   (feet)  ADJUSTED  
 DF0208  ___________________________________________________________________
 DF0208  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DF0208  DYNAMIC HT  -         139.404 (meters)     457.36  (feet)  COMP
 DF0208  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DF0208
 DF0208  VERT ORDER  -  FIRST     CLASS II
 DF0208
 DF0208.The horizontal coordinates were scaled from a topographic map and have
 DF0208.an estimated accuracy of +/- 6 seconds.
 DF0208
 DF0208.The orthometric height was determined by differential leveling
 DF0208.and adjusted by the National Geodetic Survey in June 1991..
 DF0208
 DF0208.The geoid height was determined by GEOID03.
 DF0208
 DF0208.The dynamic height is computed by dividing the NAVD 88
 DF0208.geopotential number by the normal gravity value computed on the
 DF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0208.degrees latitude (g = 980.6199 gals.).
 DF0208
 DF0208.The modeled gravity was interpolated from observed gravity values.
 DF0208
 DF0208;                    North         East    Units  Estimated Accuracy
 DF0208;SPC GA E     -   383,310.      197,470.      MT  (+/- 180 meters Scaled)
 DF0208
 DF0208                          SUPERSEDED SURVEY CONTROL
 DF0208
 DF0208  NGVD 29 (??/??/92)  139.78   (m)          458.6    (f) COMPUTED    1 2
 DF0208
 DF0208.Superseded values are not recommended for survey control.
 DF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0208.See file dsdata.txt to determine how the superseded data were derived.
 DF0208
 DF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT890026(NAD 83)
 DF0208_MARKER: P = PIPE CAP
 DF0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0208
 DF0208  HISTORY     - Date     Condition        Report By
 DF0208  HISTORY     - UNK      MONUMENTED       USGS
 DF0208  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0208  HISTORY     - 1962     MARK NOT FOUND   NGS
 DF0208
 DF0208                          STATION DESCRIPTION
 DF0208
 DF0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0208'0.6 MI NE FROM GROVETOWN.
 DF0208'DESCRIBED LOCATION IS WITHIN A FOOT OF THE CENTER OF A ROADWAY
 DF0208'18-FOOT ASPHALT PAVEMENT.  NO EVIDENCE OF THE MARK WAS FOUND.
 DF0208'0.6 MILE NORTH ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0208'GROVETOWN, COLUMBIA COUNTY, 0.4 MILE NORTHEAST OF MILEPOST 15,
 DF0208'ABOUT 75 FEET NORTHWEST OF A COUNTY-ROAD CROSSING, AND 50 FEET
 DF0208'NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DF0208'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DF0208
 DF0208                          STATION RECOVERY (1962)
 DF0208
 DF0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3453 ***********************************************************************
 DG3453  DESIGNATION -  46 LRP
 DG3453  PID         -  DG3453
 DG3453  STATE/COUNTY-  GA/CARROLL
 DG3453  USGS QUAD   -  BOWDON WEST (1980)
 DG3453
 DG3453                         *CURRENT SURVEY CONTROL
 DG3453  ___________________________________________________________________
 DG3453* NAD 83(1994)-  33 32 15.24508(N)    085 18 54.97503(W)     ADJUSTED  
 DG3453* NAVD 88     -       350.08   (+/-2cm)    1148.6    (feet)  VERTCON   
 DG3453  ___________________________________________________________________
 DG3453  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG3453  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG3453
 DG3453  HORZ ORDER  -  SECOND
 DG3453  VERT ORDER  -  THIRD ? (See Below)
 DG3453
 DG3453.The horizontal coordinates were established by classical geodetic methods
 DG3453.and adjusted by the National Geodetic Survey in September 1997..
 DG3453.No horizontal observational check was made to the station.
 DG3453
 DG3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3453.The vertical order pertains to the NGVD 29 superseded value.
 DG3453
 DG3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3453
 DG3453.The geoid height was determined by GEOID03.
 DG3453
 DG3453;                    North         East     Units Scale Factor Converg.
 DG3453;SPC GA W     -   392,807.498   593,322.768   MT  1.00004026   -0 38 04.7
 DG3453;SPC GA W     - 1,288,735.93  1,946,593.11   sFT  1.00004026   -0 38 04.7
 DG3453;SPC AL E     -   336,934.298   248,117.212   MT  0.99998853   +0 17 10.4
 DG3453;UTM  16      - 3,712,155.197   656,427.921   MT  0.99990168   +0 55 51.5
 DG3453
 DG3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3453!SPC GA W     -   0.99994959  x   1.00004026  =   0.99998985
 DG3453!SPC AL E     -   0.99994959  x   0.99998853  =   0.99993812
 DG3453!UTM  16      -   0.99994959  x   0.99990168  =   0.99985128
 DG3453
 DG3453                          SUPERSEDED SURVEY CONTROL
 DG3453
 DG3453  NAD 83(1994)-  33 32 15.24592(N)    085 18 54.97662(W) AD(       ) 2
 DG3453  NAD 83(1986)-  33 32 15.24997(N)    085 18 54.97088(W) AD(       ) 2
 DG3453  NAD 27      -  33 32 14.85214(N)    085 18 55.15152(W) AD(       ) 2
 DG3453  NGVD 29 (07/19/86)  350.02   (m)         1148.4    (f) LEVELING    3  
 DG3453
 DG3453.Superseded values are not recommended for survey control.
 DG3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3453.See file dsdata.txt to determine how the superseded data were derived.
 DG3453
 DG3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5642812155(NAD 83)
 DG3453_MARKER: DD = SURVEY DISK
 DG3453_SETTING: 0 = UNSPECIFIED SETTING
 DG3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3453+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 DG3453
 DG3453  HISTORY     - Date     Condition        Report By
 DG3453  HISTORY     - 1973     MONUMENTED       USGS
 DG3453  HISTORY     - 20050703 GOOD             GEOCAC
 DG3453
 DG3453                          STATION DESCRIPTION
 DG3453
 DG3453'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JLC)
 DG3453'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF BOWDON, 2 MILES
 DG3453'EAST OF RANBURNE, ALABAMA, AT THE ALABAMA-GEORGIA STATE LINE.
 DG3453'
 DG3453'TO REACH FROM THE POST OFFICE IN BOWDON, GO WEST ON STATE ROUTE
 DG3453'166 FOR 3.85 MILES TO THE ALABAMA-GEORGIA STATE LINE AND THE MARK
 DG3453'ON THE LEFT AS DESCRIBED.
 DG3453'
 DG3453'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 46 LRP
 DG3453'1964 ELEVATION 1149 FEET.  IT IS CEMENTED IN A DRILL HOLE IN THE
 DG3453'SOUTHWEST CORNER OF THE BASE OF THE ALABAMA-GEORGIA STATE BOUNDARY
 DG3453'MONUMENT WHICH IS ABOUT 4 FEET HIGH, THE BASE IS A MARBLE SLAB
 DG3453'WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 84 FEET
 DG3453'NORTHEAST OF THE EDGE OF A STANDPIPE, 29 FEET SOUTHEAST OF THE
 DG3453'CENTERLINE OF GEORGIA STATE ROUTE 166 AND ALABAMA STATE ROUTE
 DG3453'46, AND 18 FEET NORTHWEST OF A 10-INCH PINE TREE.
 DG3453'
 DG3453'NOTE--TRAVERSE DISTANCE TO TRIANGULATION STATION BOWDON 1941
 DG3453'IS--(276.22) FEET 84.191 METERS
 DG3453
 DG3453                          STATION RECOVERY (2005)
 DG3453
 DG3453'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 DG3453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1740 ***********************************************************************
 BS1740  DESIGNATION -  46 NDS
 BS1740  PID         -  BS1740
 BS1740  STATE/COUNTY-  GA/DOUGHERTY
 BS1740  USGS QUAD   -  ACREE (1988)
 BS1740
 BS1740                         *CURRENT SURVEY CONTROL
 BS1740  ___________________________________________________________________
 BS1740* NAD 83(1994)-  31 30 00.66963(N)    083 59 49.89351(W)     ADJUSTED  
 BS1740* NAVD 88     -        93.015  (meters)     305.17   (feet)  ADJUSTED  
 BS1740  ___________________________________________________________________
 BS1740  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BS1740  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BS1740  DYNAMIC HT  -          92.902 (meters)     304.80  (feet)  COMP
 BS1740  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 BS1740
 BS1740  HORZ ORDER  -  SECOND
 BS1740  VERT ORDER  -  SECOND    CLASS II
 BS1740
 BS1740.The horizontal coordinates were established by classical geodetic methods
 BS1740.and adjusted by the National Geodetic Survey in September 1997..
 BS1740.No horizontal observational check was made to the station.
 BS1740
 BS1740.The orthometric height was determined by differential leveling
 BS1740.and adjusted by the National Geodetic Survey in November 1996..
 BS1740
 BS1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1740
 BS1740.The geoid height was determined by GEOID03.
 BS1740
 BS1740.The dynamic height is computed by dividing the NAVD 88
 BS1740.geopotential number by the normal gravity value computed on the
 BS1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1740.degrees latitude (g = 980.6199 gals.).
 BS1740
 BS1740.The modeled gravity was interpolated from observed gravity values.
 BS1740
 BS1740;                    North         East     Units Scale Factor Converg.
 BS1740;SPC GA W     -   166,314.245   716,098.795   MT  0.99990320   +0 05 18.8
 BS1740;SPC GA W     -   545,649.32  2,349,400.80   sFT  0.99990320   +0 05 18.8
 BS1740;UTM  17      - 3,488,930.042   215,314.822   MT  1.00059973   -1 34 01.5
 BS1740;UTM  16      - 3,488,944.652   785,218.709   MT  1.00060349   +1 34 12.1
 BS1740
 BS1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1740!SPC GA W     -   0.99998965  x   0.99990320  =   0.99989285
 BS1740!UTM  17      -   0.99998965  x   1.00059973  =   1.00058938
 BS1740!UTM  16      -   0.99998965  x   1.00060349  =   1.00059314
 BS1740
 BS1740                          SUPERSEDED SURVEY CONTROL
 BS1740
 BS1740  NAD 83(1986)-  31 30 00.67578(N)    083 59 49.89947(W) AD(       ) 2
 BS1740
 BS1740.Superseded values are not recommended for survey control.
 BS1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1740.See file dsdata.txt to determine how the superseded data were derived.
 BS1740
 BS1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1531588930(NAD 83)
 BS1740_MARKER: A = ALUMINUM MARKER
 BS1740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BS1740_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BS1740_STAMPING: 46 NDS 1987
 BS1740_MARK LOGO: ALBDOU
 BS1740_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BS1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1740+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BS1740
 BS1740  HISTORY     - Date     Condition        Report By
 BS1740  HISTORY     - 1987     MONUMENTED       ALBDOU
 BS1740  HISTORY     - 19900301 GOOD             HOBBS
 BS1740
 BS1740                          STATION DESCRIPTION
 BS1740
 BS1740'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BS1740'MARK LOCATED IN EASTERN DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH
 BS1740'MARK FOR GPS STATION---G 45 NDS 1987.
 BS1740'MARK IS 2.53 MI (4.07 KM) NORTH ON COUNTY LINE ROAD FROM ITS JUNCTION
 BS1740'WITH MOULTRIE ROAD---GA HIGHWAY 133---ON WEST SIDE OF ROAD, 15.7 FT
 BS1740'(4.79 M) WEST OF CENTERLINE COUNTY LINE ROAD, 95.5 FT (29.11 M)
 BS1740'NORTHWEST OF A POWERPOLE, 62.6 FT (19.08 M) SOUTHWEST OF SOUTH END
 BS1740'CROSS-DRAIN PIPE UNDER DRIVEWAY TO HOUSE ON EAST SIDE COUNTY LINE
 BS1740'ROAD.
 BS1740'MARK SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A
 BS1740'CAST IRON WATER VALVE BOX WITH LID, ACTUAL MARK DISK BEING ABOUT 1.1
 BS1740'FT (0.34 M) BELOW GROUND SURFACE.
 BS1740
 BS1740                          STATION RECOVERY (1990)
 BS1740
 BS1740'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BS1740'MARK IS ABOUT 11 MILES (17.7 KM) SE OF DOWNTOWN ALBANY IN EASTERN
 BS1740'DOUGHERTY COUNTY, AZIMUTH MARK FOR G 45 NDS 1987, 2.55 MILES (4.10 KM)
 BS1740'NORTH ALONG COUNTY LINE ROAD FROM MOULTRIE ROAD (STATE ROUTE 133),
 BS1740'15.7 FT (4.8 M) WEST OF COUNTY LINE ROAD, 95.5 FT (29.1 M) NORTHWEST
 BS1740'OF A POWERPOLE, 62.6 FT (19.1 M) SOUTHWEST OF SOUTH END CROSS-DRAIN
 BS1740'PIPE UNDER DRIVEWAY TO HOUSE ON EAST SIDE OF COUNTY LINE ROAD, DISK ON
 BS1740'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A CAST IRON WATER
 BS1740'VALVE BOX WITH LID, ABOUT 1.1 FT (0.3 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0172 ***********************************************************************
 DF0172  DESIGNATION -  460 B
 DF0172  PID         -  DF0172
 DF0172  STATE/COUNTY-  GA/MCDUFFIE
 DF0172  USGS QUAD   -  THOMSON EAST (1981)
 DF0172
 DF0172                         *CURRENT SURVEY CONTROL
 DF0172  ___________________________________________________________________
 DF0172* NAD 83(1986)-  33 25 59.     (N)    082 26 19.     (W)     SCALED    
 DF0172* NAVD 88     -       140.070  (meters)     459.55   (feet)  ADJUSTED  
 DF0172  ___________________________________________________________________
 DF0172  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF0172  DYNAMIC HT  -         139.920 (meters)     459.05  (feet)  COMP
 DF0172  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 DF0172
 DF0172  VERT ORDER  -  FIRST     CLASS II
 DF0172
 DF0172.The horizontal coordinates were scaled from a topographic map and have
 DF0172.an estimated accuracy of +/- 6 seconds.
 DF0172
 DF0172.The orthometric height was determined by differential leveling
 DF0172.and adjusted by the National Geodetic Survey in June 1991..
 DF0172
 DF0172.The geoid height was determined by GEOID03.
 DF0172
 DF0172.The dynamic height is computed by dividing the NAVD 88
 DF0172.geopotential number by the normal gravity value computed on the
 DF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0172.degrees latitude (g = 980.6199 gals.).
 DF0172
 DF0172.The modeled gravity was interpolated from observed gravity values.
 DF0172
 DF0172;                    North         East    Units  Estimated Accuracy
 DF0172;SPC GA E     -   380,660.      174,710.      MT  (+/- 180 meters Scaled)
 DF0172
 DF0172                          SUPERSEDED SURVEY CONTROL
 DF0172
 DF0172  NGVD 29 (??/??/92)  140.287  (m)          460.26   (f) ADJ UNCH    1 2
 DF0172
 DF0172.Superseded values are not recommended for survey control.
 DF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0172.See file dsdata.txt to determine how the superseded data were derived.
 DF0172
 DF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT662002(NAD 83)
 DF0172_MARKER: P = PIPE CAP
 DF0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0172_STAMPING: 460 B 1918
 DF0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0172
 DF0172  HISTORY     - Date     Condition        Report By
 DF0172  HISTORY     - 1918     MONUMENTED       USGS
 DF0172  HISTORY     - 1962     GOOD             NGS
 DF0172
 DF0172                          STATION DESCRIPTION
 DF0172
 DF0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0172'4.6 MI SE FROM THOMSON.
 DF0172'ABOUT 4.65 MILES SOUTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0172'STATION AT THOMSON, 0.3 MILE SOUTHEAST OF MILEPOST 33, AT
 DF0172'BONEVILLE, 24 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 DF0172'180 1/2 FEET SOUTHEAST OF THE STATION BONEVILLE, 190 FEET EAST
 DF0172'OF BENCH MARK K 70, 236 FEET EAST OF AND ACROSS THE TRACK FROM
 DF0172'THE EAST CORNER OF A BRICK STORE BUILDING, ABOUT LEVEL WITH THE
 DF0172'TRACK, A USGS CAP ON THE TOP OF AN IRON PIPE PROJECTING 8 INCHES
 DF0172'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0236 ***********************************************************************
 EE0236  DESIGNATION -  464
 EE0236  PID         -  EE0236
 EE0236  STATE/COUNTY-  GA/CHEROKEE
 EE0236  USGS QUAD   -  SOUTH CANTON (1997)
 EE0236
 EE0236                         *CURRENT SURVEY CONTROL
 EE0236  ___________________________________________________________________
 EE0236* NAD 83(1986)-  34 07 42.     (N)    084 30 50.     (W)     SCALED    
 EE0236* NAVD 88     -       273.797  (meters)     898.28   (feet)  ADJUSTED  
 EE0236  ___________________________________________________________________
 EE0236  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0236  DYNAMIC HT  -         273.501 (meters)     897.31  (feet)  COMP
 EE0236  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 EE0236
 EE0236  VERT ORDER  -  SECOND    CLASS 0
 EE0236
 EE0236.The horizontal coordinates were scaled from a topographic map and have
 EE0236.an estimated accuracy of +/- 6 seconds.
 EE0236
 EE0236.The orthometric height was determined by differential leveling
 EE0236.and adjusted by the National Geodetic Survey in June 1991..
 EE0236
 EE0236.The geoid height was determined by GEOID03.
 EE0236
 EE0236.The dynamic height is computed by dividing the NAVD 88
 EE0236.geopotential number by the normal gravity value computed on the
 EE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0236.degrees latitude (g = 980.6199 gals.).
 EE0236
 EE0236.The modeled gravity was interpolated from observed gravity values.
 EE0236
 EE0236;                    North         East    Units  Estimated Accuracy
 EE0236;SPC GA W     -   457,790.      667,970.      MT  (+/- 180 meters Scaled)
 EE0236
 EE0236                          SUPERSEDED SURVEY CONTROL
 EE0236
 EE0236  NGVD 29 (??/??/92)  273.758  (m)          898.15   (f) ADJ UNCH    2 0
 EE0236
 EE0236.Superseded values are not recommended for survey control.
 EE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0236.See file dsdata.txt to determine how the superseded data were derived.
 EE0236
 EE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC292791(NAD 83)
 EE0236_MARKER: S = SPIKE
 EE0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0236_SP_SET: BRIDGE
 EE0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0236
 EE0236  HISTORY     - Date     Condition        Report By
 EE0236  HISTORY     - UNK      MONUMENTED       LNRR
 EE0236  HISTORY     - 1953     GOOD             NGS
 EE0236  HISTORY     - 1972     MARK NOT FOUND   LNRR
 EE0236
 EE0236                          STATION DESCRIPTION
 EE0236
 EE0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0236'1.4 MI S FROM TOONIGH.
 EE0236'1.4 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EE0236'THE STATION AT TOONIGH, CHEROKEE COUNTY, AT BRIDGE 130 OVER LITTLE
 EE0236'RIVER, IN THE NORTHWEST END OF THE TIMBER CURB OF THE BALLAST
 EE0236'DECK SPAN, 6 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 EE0236'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A RAILROAD SPIKE.
 EE0236
 EE0236                          STATION RECOVERY (1972)
 EE0236
 EE0236'RECOVERY NOTE BY LOUISVILLE AND NASHVILLE RAILROAD 1972
 EE0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0604 ***********************************************************************
 DF0604  DESIGNATION -  464
 DF0604  PID         -  DF0604
 DF0604  STATE/COUNTY-  GA/PUTNAM
 DF0604  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF0604
 DF0604                         *CURRENT SURVEY CONTROL
 DF0604  ___________________________________________________________________
 DF0604* NAD 83(1986)-  33 13 39.     (N)    083 21 10.     (W)     SCALED    
 DF0604* NAVD 88     -       141.589  (meters)     464.53   (feet)  ADJUSTED  
 DF0604  ___________________________________________________________________
 DF0604  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF0604  DYNAMIC HT  -         141.440 (meters)     464.04  (feet)  COMP
 DF0604  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 DF0604
 DF0604  VERT ORDER  -  FIRST     CLASS II
 DF0604
 DF0604.The horizontal coordinates were scaled from a topographic map and have
 DF0604.an estimated accuracy of +/- 6 seconds.
 DF0604
 DF0604.The orthometric height was determined by differential leveling
 DF0604.and adjusted by the National Geodetic Survey in June 1991..
 DF0604
 DF0604.The geoid height was determined by GEOID03.
 DF0604
 DF0604.The dynamic height is computed by dividing the NAVD 88
 DF0604.geopotential number by the normal gravity value computed on the
 DF0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0604.degrees latitude (g = 980.6199 gals.).
 DF0604
 DF0604.The modeled gravity was interpolated from observed gravity values.
 DF0604
 DF0604;                    North         East    Units  Estimated Accuracy
 DF0604;SPC GA W     -   358,130.      775,860.      MT  (+/- 180 meters Scaled)
 DF0604
 DF0604                          SUPERSEDED SURVEY CONTROL
 DF0604
 DF0604  NGVD 29 (??/??/92)  141.736  (m)          465.01   (f) ADJ UNCH    1 2
 DF0604
 DF0604.Superseded values are not recommended for survey control.
 DF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0604.See file dsdata.txt to determine how the superseded data were derived.
 DF0604
 DF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS807789(NAD 83)
 DF0604_MARKER: P = PIPE CAP
 DF0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0604_STAMPING: 464 465.055
 DF0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0604
 DF0604  HISTORY     - Date     Condition        Report By
 DF0604  HISTORY     - UNK      MONUMENTED       USGS
 DF0604  HISTORY     - 1958     GOOD             NGS
 DF0604  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0604
 DF0604                          STATION DESCRIPTION
 DF0604
 DF0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0604'7.4 MI SE FROM EATONTON.
 DF0604'7.45 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DF0604'THE STATION AT EATONTON, 0.65 MILE NORTHWEST OF THE CROSSING OF
 DF0604'A BLACK TOP ROAD EAST AND NORTHWEST, 16 1/2 FEET EAST OF MILEPOST
 DF0604'S 201, 21.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 270 YARDS
 DF0604'SOUTHEAST OF THE CROSSING OF A DIRT ROAD, AT THE SOUTHEAST
 DF0604'END OF A LOW CUT, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 DF0604'RIVETED ON TOP OF A IRON PIPE PROJECTING 1.4 FEET.
 DF0604
 DF0604                          STATION RECOVERY (1976)
 DF0604
 DF0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0177 ***********************************************************************
 DF0177  DESIGNATION -  469
 DF0177  PID         -  DF0177
 DF0177  STATE/COUNTY-  GA/MCDUFFIE
 DF0177  USGS QUAD   -  THOMSON EAST (1981)
 DF0177
 DF0177                         *CURRENT SURVEY CONTROL
 DF0177  ___________________________________________________________________
 DF0177* NAD 83(1986)-  33 24 52.     (N)    082 23 06.     (W)     SCALED    
 DF0177* NAVD 88     -       142.643  (meters)     467.99   (feet)  ADJUSTED  
 DF0177  ___________________________________________________________________
 DF0177  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF0177  DYNAMIC HT  -         142.491 (meters)     467.49  (feet)  COMP
 DF0177  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DF0177
 DF0177  VERT ORDER  -  FIRST     CLASS II
 DF0177
 DF0177.The horizontal coordinates were scaled from a topographic map and have
 DF0177.an estimated accuracy of +/- 6 seconds.
 DF0177
 DF0177.The orthometric height was determined by differential leveling
 DF0177.and adjusted by the National Geodetic Survey in June 1991..
 DF0177.WARNING-Repeat measurements at this control monument indicate possible
 DF0177.vertical movement.
 DF0177
 DF0177.The geoid height was determined by GEOID03.
 DF0177
 DF0177.The dynamic height is computed by dividing the NAVD 88
 DF0177.geopotential number by the normal gravity value computed on the
 DF0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0177.degrees latitude (g = 980.6199 gals.).
 DF0177
 DF0177.The modeled gravity was interpolated from observed gravity values.
 DF0177
 DF0177;                    North         East    Units  Estimated Accuracy
 DF0177;SPC GA E     -   378,580.      179,690.      MT  (+/- 180 meters Scaled)
 DF0177
 DF0177                          SUPERSEDED SURVEY CONTROL
 DF0177
 DF0177  NGVD 29 (??/??/92)  142.862  (m)          468.71   (f) ADJ UNCH    1 2
 DF0177
 DF0177.Superseded values are not recommended for survey control.
 DF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0177.See file dsdata.txt to determine how the superseded data were derived.
 DF0177
 DF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS712980(NAD 83)
 DF0177_MARKER: P = PIPE CAP
 DF0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0177_STAMPING: 468.628 469 1918
 DF0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0177
 DF0177  HISTORY     - Date     Condition        Report By
 DF0177  HISTORY     - 1918     MONUMENTED       USGS
 DF0177  HISTORY     - 1962     GOOD             NGS
 DF0177
 DF0177                          STATION DESCRIPTION
 DF0177
 DF0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0177'4.4 MI W FROM HARLEM.
 DF0177'ABOUT 4.35 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0177'AT HARLEM, AT THE CROSSING OF A BLACK TOP ROAD, NEAR THE NORTHWEST
 DF0177'CORNER OF A WHITE WOODEN FRAME BUILDING, 277 FEET SOUTH OF THE
 DF0177'SOUTH RAIL OF THE MAIN TRACK, 26 FEET EAST OF THE CENTER LINE OF
 DF0177'THE BLACK TOP ROAD, 6 FEET WEST OF THE NORTHWEST CORNER OF THE
 DF0177'BUILDING, 23 FEET SOUTH OF THE CENTER LINE OF A BLACK TOP STREET,
 DF0177'ABOUT LEVEL WITH THE STREET, A USGS DISK ON THE TOP OF AN IRON
 DF0177'PIPE PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH8552 ***********************************************************************
 AH8552  PACS        -  This is a Primary Airport Control Station.
 AH8552  DESIGNATION -  47A C
 AH8552  PID         -  AH8552
 AH8552  STATE/COUNTY-  GA/CHEROKEE
 AH8552  USGS QUAD   -  BALL GROUND WEST (1997)
 AH8552
 AH8552                         *CURRENT SURVEY CONTROL
 AH8552  ___________________________________________________________________
 AH8552* NAD 83(1994)-  34 18 35.83036(N)    084 25 30.61567(W)     ADJUSTED  
 AH8552* NAVD 88     -       370.13   (meters)    1214.3    (feet)  GPS OBS   
 AH8552  ___________________________________________________________________
 AH8552  X           -     512,369.265 (meters)                     COMP
 AH8552  Y           -  -5,249,290.556 (meters)                     COMP
 AH8552  Z           -   3,575,090.064 (meters)                     COMP
 AH8552  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AH8552  ELLIP HEIGHT-         340.66  (meters)          (09/21/99) GPS OBS
 AH8552  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AH8552
 AH8552  HORZ ORDER  -  B
 AH8552  ELLP ORDER  -  FIFTH     CLASS II
 AH8552
 AH8552.This mark is at Cherokee County Airport (47A)
 AH8552
 AH8552.The horizontal coordinates were established by GPS observations
 AH8552.and adjusted by the National Geodetic Survey in September 1999..
 AH8552
 AH8552.The orthometric height was determined by GPS observations and a
 AH8552.high-resolution geoid model.
 AH8552
 AH8552.GPS derived orthometric heights for airport stations designated as
 AH8552.PACS or SACS are published to 2 decimal places.  This maintains
 AH8552.centimeter relative accuracy between the PACS and SACS.  It does
 AH8552.not indicate centimeter accuracy relative to other marks which are
 AH8552.part of the NAVD 88 network.
 AH8552
 AH8552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8552
 AH8552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8552
 AH8552.The ellipsoidal height was determined by GPS observations
 AH8552.and is referenced to NAD 83.
 AH8552
 AH8552.The geoid height was determined by GEOID03.
 AH8552
 AH8552;                    North         East     Units Scale Factor Converg.
 AH8552;SPC GA W     -   477,912.087   676,207.571   MT  0.99990698   -0 08 44.6
 AH8552;SPC GA W     - 1,567,949.91  2,218,524.34   sFT  0.99990698   -0 08 44.6
 AH8552;UTM  16      - 3,799,525.988   736,942.070   MT  1.00029208   +1 27 07.3
 AH8552
 AH8552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8552!SPC GA W     -   0.99994653  x   0.99990698  =   0.99985351
 AH8552!UTM  16      -   0.99994653  x   1.00029208  =   1.00023859
 AH8552
 AH8552|---------------------------------------------------------------------|
 AH8552| PID    Reference Object                     Distance      Geod. Az  |
 AH8552|                                                           dddmmss.s |
 AH8552| EE1730 BV 028 201                          258.954 METERS 07819     |
 AH8552| AH8592 47A D                               246.047 METERS 22154     |
 AH8552|---------------------------------------------------------------------|
 AH8552
 AH8552                          SUPERSEDED SURVEY CONTROL
 AH8552
 AH8552  NAD 83(1994)-  34 18 35.83049(N)    084 25 30.61587(W) AD(       ) B
 AH8552  ELLIP H (04/15/99)  340.64   (m)                       GP(       ) 2 2
 AH8552
 AH8552.Superseded values are not recommended for survey control.
 AH8552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8552.See file dsdata.txt to determine how the superseded data were derived.
 AH8552
 AH8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3694299526(NAD 83)
 AH8552_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8552_SETTING: 66 = SET IN ROCK OUTCROP
 AH8552_STAMPING: 47A C 1997
 AH8552_MARK LOGO: NGS   
 AH8552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8552+STABILITY: POSITION/ELEVATION WELL
 AH8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8552+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 AH8552
 AH8552  HISTORY     - Date     Condition        Report By
 AH8552  HISTORY     - 1997     MONUMENTED       NGS
 AH8552  HISTORY     - 19981021 GOOD             NGS
 AH8552  HISTORY     - 19990224 GOOD             NGS
 AH8552  HISTORY     - 20010507 GOOD             GADT
 AH8552  HISTORY     - 20040903 GOOD             INDIV
 AH8552
 AH8552                          STATION DESCRIPTION
 AH8552
 AH8552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH8552'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES, THE
 AH8552'PHONE NUMBER FOR THE AIRPORT MANGER IS 770-479-6389, AND THE STATION
 AH8552'IS 50.2 FT (15.3 M) EAST OF STEEL DRAIN.
 AH8552
 AH8552                          STATION RECOVERY (1999)
 AH8552
 AH8552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AH8552'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION.  THE STATION IS
 AH8552'LOCATED ABOUT 11 KM (6.85 MI) NORTHEAST OF CANTON AT THE CHEROKEE
 AH8552'COUNTY AIRPORT.  NEAR MIDFIELD, NEAR THE CENTER OF THE SOUTHWEST END
 AH8552'OF A GRASS MEDIAN BETWEEN THE RUNWAY AND AN APRON IN FRONT OF THE NEW
 AH8552'HANGERS, ALONG THE NORTHWEST SIDE OF THE RUNWAY.  OWNERSHIP--CHEROKEE
 AH8552'COUNTY AIRPORT AUTHORITY, 110 WALESKA ROAD, CANTON, GA.  30114.
 AH8552'AIRPORT ADDRESS IS 1800 AIRPORT DRIVE, BALL GROUND, GA.  30107.
 AH8552'AIRPORT MANAGER/F.B.O.  COLMAN OR HARRIET SUTTON, PHONE 770-479-6389.
 AH8552'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF INTERSTATE HIGHWAY
 AH8552'575 AND AIRPORT DRIVE (EXIT 12 AT MILE MARKER 24) ABOUT 9.5 KM (5.90
 AH8552'MI) NORTHEAST OF CANTON, GO WEST, THEN NORTHERLY, ON AIRPORT DRIVE FOR
 AH8552'0.96 KM (0.60 MI) TO THE Y-JUNCTION OF WEST HANGAR DRIVE ON THE LEFT.
 AH8552'TURN LEFT, SOUTHWEST, THEN NORTHWEST, THEN NORTHEAST, FOR 1.13 KM
 AH8552'(0.70 MI) ON THE DRIVE PASSING ALONG THE SOUTHWEST PERIMETER OF THE
 AH8552'AIRPORT TO THE JUNCTION OF THE SOUTHWEST 1 OF 2 TAXI/RAMPS, AN APRON
 AH8552'AND HANGARS ON THE LEFT AND THE STATION ON THE RIGHT IN THE MEDIAN.
 AH8552'THE STATION IS SET FLUSH IN THE TOP OF A 2.6 X 4.9-FOOT AREA OF
 AH8552'EXPOSED BEDROCK.  45.7 M (149.9 FT) NORTHEAST OF THE TAXI/RAMP CENTER,
 AH8552'39.8 M (130.6 FT) NORTHWEST OF AND ABOUT 1 M (3.3 FT) LOWER THAN THE
 AH8552'RUNWAY CENTER, 28.3 M (92.8 FT) NORTHWEST OF THE RUNWAY EDGE, 24.3 M
 AH8552'(79.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI/APRON, 15.3 M
 AH8552'(50.2 FT) NORTH OF A STEEL DRAIN CENTER, AND O.7 M SOUTH-SOUTHWEST OF
 AH8552'A FIBERGLASS WITNESS POST.  BY R.G.  HAYES
 AH8552
 AH8552                          STATION RECOVERY (2001)
 AH8552
 AH8552'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 AH8552'RECOVERED IN GOOD CONDITION.
 AH8552
 AH8552                          STATION RECOVERY (2004)
 AH8552
 AH8552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LBS)
 AH8552'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH8592 ***********************************************************************
 AH8592  SACS        -  This is a Secondary Airport Control Station.
 AH8592  DESIGNATION -  47A D
 AH8592  PID         -  AH8592
 AH8592  STATE/COUNTY-  GA/CHEROKEE
 AH8592  USGS QUAD   -  BALL GROUND WEST (1997)
 AH8592
 AH8592                         *CURRENT SURVEY CONTROL
 AH8592  ___________________________________________________________________
 AH8592* NAD 83(1994)-  34 18 29.88741(N)    084 25 37.04269(W)     ADJUSTED  
 AH8592* NAVD 88     -       369.54   (meters)    1212.4    (feet)  GPS OBS   
 AH8592  ___________________________________________________________________
 AH8592  X           -     512,215.679 (meters)                     COMP
 AH8592  Y           -  -5,249,408.769 (meters)                     COMP
 AH8592  Z           -   3,574,938.463 (meters)                     COMP
 AH8592  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AH8592  ELLIP HEIGHT-         340.07  (meters)          (09/21/99) GPS OBS
 AH8592  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AH8592
 AH8592  HORZ ORDER  -  FIRST
 AH8592  ELLP ORDER  -  FIFTH     CLASS II
 AH8592
 AH8592.This mark is at Cherokee County Airport (47A)
 AH8592
 AH8592.The horizontal coordinates were established by GPS observations
 AH8592.and adjusted by the National Geodetic Survey in September 1999..
 AH8592
 AH8592.The orthometric height was determined by GPS observations and a
 AH8592.high-resolution geoid model.
 AH8592
 AH8592.GPS derived orthometric heights for airport stations designated as
 AH8592.PACS or SACS are published to 2 decimal places.  This maintains
 AH8592.centimeter relative accuracy between the PACS and SACS.  It does
 AH8592.not indicate centimeter accuracy relative to other marks which are
 AH8592.part of the NAVD 88 network.
 AH8592
 AH8592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8592
 AH8592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8592
 AH8592.The ellipsoidal height was determined by GPS observations
 AH8592.and is referenced to NAD 83.
 AH8592
 AH8592.The geoid height was determined by GEOID03.
 AH8592
 AH8592;                    North         East     Units Scale Factor Converg.
 AH8592;SPC GA W     -   477,729.402   676,042.786   MT  0.99990707   -0 08 48.2
 AH8592;SPC GA W     - 1,567,350.55  2,217,983.71   sFT  0.99990707   -0 08 48.2
 AH8592;UTM  16      - 3,799,338.708   736,782.382   MT  1.00029115   +1 27 03.5
 AH8592
 AH8592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8592!SPC GA W     -   0.99994662  x   0.99990707  =   0.99985369
 AH8592!UTM  16      -   0.99994662  x   1.00029115  =   1.00023775
 AH8592
 AH8592|---------------------------------------------------------------------|
 AH8592| PID    Reference Object                     Distance      Geod. Az  |
 AH8592|                                                           dddmmss.s |
 AH8592| AH8552 47A C                               246.047 METERS 04154     |
 AH8592|---------------------------------------------------------------------|
 AH8592
 AH8592                          SUPERSEDED SURVEY CONTROL
 AH8592
 AH8592  NAD 83(1994)-  34 18 29.88755(N)    084 25 37.04289(W) AD(       ) 1
 AH8592  ELLIP H (04/15/99)  340.05   (m)                       GP(       ) 4 2
 AH8592
 AH8592.Superseded values are not recommended for survey control.
 AH8592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8592.See file dsdata.txt to determine how the superseded data were derived.
 AH8592
 AH8592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3678299339(NAD 83)
 AH8592_MARKER: DD = SURVEY DISK
 AH8592_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8592_SP_SET: ELECTRICAL VAULT FOUNDATION
 AH8592_STAMPING: 47A D 1997
 AH8592_MARK LOGO: NGS   
 AH8592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8592+STABILITY: SURFACE MOTION
 AH8592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8592+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 AH8592
 AH8592  HISTORY     - Date     Condition        Report By
 AH8592  HISTORY     - 1997     MONUMENTED       NGS
 AH8592  HISTORY     - 19981021 GOOD             NGS
 AH8592  HISTORY     - 20060910 GOOD             GEOCAC
 AH8592
 AH8592                          STATION DESCRIPTION
 AH8592
 AH8592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH8592'STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION.
 AH8592
 AH8592                          STATION RECOVERY (2006)
 AH8592
 AH8592'RECOVERY NOTE BY GEOCACHING 2006
 AH8592'RECOVERED IN GOOD CONDITION. STATION IS A BRASS TACK IN THE NORTHWEST
 AH8592'CORNER OF A CEMENT PAD FOR AN ELECTRICAL STATION. STATION IS ABOUT 58
 AH8592'FEET NORTH OF LANDING LIGHTS FOR RUNWAY, 97 FEET NORTHEAST OF EAST
 AH8592'EDGE OF RUNWAY, AND 67./5 FEET NORTHWEST OF CENTER OF OLD TAXIWAY
 AH8592'FEEDING WEST HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1741 ***********************************************************************
 BS1741  DESIGNATION -  48 NDS
 BS1741  PID         -  BS1741
 BS1741  STATE/COUNTY-  GA/WORTH
 BS1741  USGS QUAD   -  ACREE (1988)
 BS1741
 BS1741                         *CURRENT SURVEY CONTROL
 BS1741  ___________________________________________________________________
 BS1741* NAD 83(1994)-  31 32 15.10295(N)    083 59 48.18842(W)     ADJUSTED  
 BS1741* NAVD 88     -        76.974  (meters)     252.54   (feet)  ADJUSTED  
 BS1741  ___________________________________________________________________
 BS1741  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BS1741  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BS1741  DYNAMIC HT  -          76.881 (meters)     252.23  (feet)  COMP
 BS1741  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 BS1741
 BS1741  HORZ ORDER  -  SECOND
 BS1741  VERT ORDER  -  SECOND    CLASS II
 BS1741
 BS1741.The horizontal coordinates were established by classical geodetic methods
 BS1741.and adjusted by the National Geodetic Survey in September 1997..
 BS1741.No horizontal observational check was made to the station.
 BS1741
 BS1741.The orthometric height was determined by differential leveling
 BS1741.and adjusted by the National Geodetic Survey in November 1996..
 BS1741
 BS1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1741
 BS1741.The geoid height was determined by GEOID03.
 BS1741
 BS1741.The dynamic height is computed by dividing the NAVD 88
 BS1741.geopotential number by the normal gravity value computed on the
 BS1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1741.degrees latitude (g = 980.6199 gals.).
 BS1741
 BS1741.The modeled gravity was interpolated from observed gravity values.
 BS1741
 BS1741;                    North         East     Units Scale Factor Converg.
 BS1741;SPC GA W     -   170,454.397   716,137.367   MT  0.99990321   +0 05 20.0
 BS1741;SPC GA W     -   559,232.47  2,349,527.34   sFT  0.99990321   +0 05 20.0
 BS1741;UTM  17      - 3,493,070.228   215,473.171   MT  1.00059861   -1 34 06.6
 BS1741;UTM  16      - 3,493,087.314   785,150.125   MT  1.00060300   +1 34 19.0
 BS1741
 BS1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1741!SPC GA W     -   0.99999217  x   0.99990321  =   0.99989538
 BS1741!UTM  17      -   0.99999217  x   1.00059861  =   1.00059077
 BS1741!UTM  16      -   0.99999217  x   1.00060300  =   1.00059516
 BS1741
 BS1741                          SUPERSEDED SURVEY CONTROL
 BS1741
 BS1741  NAD 83(1986)-  31 32 15.10908(N)    083 59 48.19443(W) AD(       ) 2
 BS1741
 BS1741.Superseded values are not recommended for survey control.
 BS1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1741.See file dsdata.txt to determine how the superseded data were derived.
 BS1741
 BS1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1547393070(NAD 83)
 BS1741_MARKER: A = ALUMINUM MARKER
 BS1741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BS1741_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BS1741_STAMPING: 48 NDS 1987
 BS1741_MARK LOGO: ALBDOU
 BS1741_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BS1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1741+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BS1741
 BS1741  HISTORY     - Date     Condition        Report By
 BS1741  HISTORY     - 1987     MONUMENTED       ALBDOU
 BS1741  HISTORY     - 19900301 GOOD             HOBBS
 BS1741
 BS1741                          STATION DESCRIPTION
 BS1741
 BS1741'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BS1741'MARK LOCATED IN WEST WORTH COUNTY, GEORGIA. MARK IS AZIMUTH MARK FOR
 BS1741'GPS STATION---G 47 NDS 1987.
 BS1741'TO REACH MARK FROM JUNCTION OF SYLVESTER HIGHWAY---HIGHWAYS
 BS1741'82/50---AND COUNTY LINE ROAD, GO SOUTH ON COUNTY LINE ROAD FOR 1.27
 BS1741'MI (2.04 KM) TO MARK ON EAST SIDE OF ROAD.
 BS1741'MARK IS 13.8 FT (4.21 M) EAST OF CENTERLINE COUNTY LINE ROAD, 30.8 FT
 BS1741'(9.39 M) NORTHWEST OF A POWERPOLE, 86.5 FT (26.37 M) NORTHEAST OF
 BS1741'NORTH END OF FENCE ON WEST SIDE COUNTY LINE ROAD.
 BS1741'MARK SET ATOP ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A
 BS1741'CAST IRON WATER VALVE BOX WITH LID, ACTUAL DISK BEING 0.8 FT
 BS1741'(0.24 M)  BELOW GROUND SURFACE.
 BS1741
 BS1741                          STATION RECOVERY (1990)
 BS1741
 BS1741'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BS1741'MARK IS ABOUT 10 MILES (16.1 KM) ESE OF DOWNTOWN ALBANY IN WEST WORTH
 BS1741'COUNTY, AZIMUTH MARK FOR G 47 NDS 1987.  TO REACH FROM THE JUNCTION OF
 BS1741'SYLVESTER HIGHWAY (US 82) AND COUNTY LINE ROAD, GO SOUTH ON COUNTY
 BS1741'LINE ROAD FOR 1.25 MILES (2.01 KM) TO MARK ON THE LEFT, 13.8 FT (4.2
 BS1741'M) EAST OF ROAD CENTERLINE, 30.8 FT (9.4 M) NORTHWEST OF A POWERPOLE,
 BS1741'86.5 FT (26.4 M) NORTHEAST OF NORTH END OF FENCE ON WEST SIDE OF ROAD,
 BS1741'A DISK ATOP ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A CAST
 BS1741'IRON WATER VALVE BOX WITH LID, 0.8 FT (24.4 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4306 ***********************************************************************
 AB4306  DESIGNATION -  482
 AB4306  PID         -  AB4306
 AB4306  STATE/COUNTY-  GA/DE KALB
 AB4306  USGS QUAD   -  REDAN (1983)
 AB4306
 AB4306                         *CURRENT SURVEY CONTROL
 AB4306  ___________________________________________________________________
 AB4306* NAD 83(1994)-  33 42 11.18509(N)    084 10 13.97412(W)     ADJUSTED  
 AB4306* NAVD 88     -       283.0    (meters)     928.     (feet)  GPS OBS   
 AB4306  ___________________________________________________________________
 AB4306  X           -     539,508.571 (meters)                     COMP
 AB4306  Y           -  -5,284,344.110 (meters)                     COMP
 AB4306  Z           -   3,519,238.431 (meters)                     COMP
 AB4306  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AB4306  ELLIP HEIGHT-         253.62  (meters)          (09/03/97) GPS OBS
 AB4306  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AB4306
 AB4306  HORZ ORDER  -  FIRST
 AB4306  ELLP ORDER  -  FOURTH    CLASS II
 AB4306
 AB4306.The horizontal coordinates were established by GPS observations
 AB4306.and adjusted by the National Geodetic Survey in September 1997..
 AB4306
 AB4306.The orthometric height was determined by GPS observations and a
 AB4306.high-resolution geoid model.
 AB4306
 AB4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4306
 AB4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4306
 AB4306.The ellipsoidal height was determined by GPS observations
 AB4306.and is referenced to NAD 83.
 AB4306
 AB4306.The geoid height was determined by GEOID03.
 AB4306
 AB4306;                    North         East     Units Scale Factor Converg.
 AB4306;SPC GA W     -   410,575.701   699,640.183   MT  0.99990000   -0 00 07.8
 AB4306;SPC GA W     - 1,347,030.45  2,295,402.83   sFT  0.99990000   -0 00 07.8
 AB4306;UTM  16      - 3,732,832.610   762,240.525   MT  1.00044789   +1 34 15.3
 AB4306
 AB4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4306!SPC GA W     -   0.99996019  x   0.99990000  =   0.99986019
 AB4306!UTM  16      -   0.99996019  x   1.00044789  =   1.00040806
 AB4306
 AB4306                          SUPERSEDED SURVEY CONTROL
 AB4306
 AB4306  NAD 83(1994)-  33 42 11.18482(N)    084 10 13.97364(W) AD(       ) 1
 AB4306  ELLIP H (06/18/96)  253.63   (m)                       GP(       ) 4 1
 AB4306
 AB4306.Superseded values are not recommended for survey control.
 AB4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4306.See file dsdata.txt to determine how the superseded data were derived.
 AB4306
 AB4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6224132833(NAD 83)
 AB4306_MARKER: DB = BENCH MARK DISK
 AB4306_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4306_STAMPING: 482
 AB4306_MARK LOGO: GA-089
 AB4306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4306+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1995
 AB4306
 AB4306  HISTORY     - Date     Condition        Report By
 AB4306  HISTORY     - UNK      MONUMENTED       GA-089
 AB4306  HISTORY     - 19950324 GOOD             MSI
 AB4306
 AB4306                          STATION DESCRIPTION
 AB4306
 AB4306'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4306'TO REACH THE STATION FROM I-20 EXIT-37 (PANOLA RD.), STATION LOCATED
 AB4306'IN SIDEWALK AT THE SOUTHWEST BRIDGE ABUTMENT (PANOLA RD. OVERPASS).
 AB4306'STATION IS A BRASS DISK SET IN SIDEWALK STAMPED 482 AND IS LOCATED 4.4
 AB4306'FT (1.3 M) WEST NORTHWEST OF EDGE OF PANOLA RD., 15 FT (4.6 M)
 AB4306'NORTHEAST OF CORNER OF CONCRETE POST, 1.5 FT (0.5 M) EAST SOUTHEAST OF
 AB4306'SOUTH END OF WEST CONCRETE GUARD-WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0206 ***********************************************************************
 DF0206  DESIGNATION -  483
 DF0206  PID         -  DF0206
 DF0206  STATE/COUNTY-  GA/COLUMBIA
 DF0206  USGS QUAD   -  GROVETOWN (1980)
 DF0206
 DF0206                         *CURRENT SURVEY CONTROL
 DF0206  ___________________________________________________________________
 DF0206* NAD 83(1986)-  33 27 03.     (N)    082 11 56.     (W)     SCALED    
 DF0206* NAVD 88     -       146.724  (meters)     481.38   (feet)  ADJUSTED  
 DF0206  ___________________________________________________________________
 DF0206  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DF0206  DYNAMIC HT  -         146.568 (meters)     480.87  (feet)  COMP
 DF0206  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 DF0206
 DF0206  VERT ORDER  -  FIRST     CLASS II
 DF0206
 DF0206.The horizontal coordinates were scaled from a topographic map and have
 DF0206.an estimated accuracy of +/- 6 seconds.
 DF0206
 DF0206.The orthometric height was determined by differential leveling
 DF0206.and adjusted by the National Geodetic Survey in June 1991..
 DF0206
 DF0206.The geoid height was determined by GEOID03.
 DF0206
 DF0206.The dynamic height is computed by dividing the NAVD 88
 DF0206.geopotential number by the normal gravity value computed on the
 DF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0206.degrees latitude (g = 980.6199 gals.).
 DF0206
 DF0206.The modeled gravity was interpolated from observed gravity values.
 DF0206
 DF0206;                    North         East    Units  Estimated Accuracy
 DF0206;SPC GA E     -   382,600.      197,000.      MT  (+/- 180 meters Scaled)
 DF0206
 DF0206                          SUPERSEDED SURVEY CONTROL
 DF0206
 DF0206  NGVD 29 (??/??/92)  146.95   (m)          482.1    (f) COMPUTED    1 2
 DF0206
 DF0206.Superseded values are not recommended for survey control.
 DF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0206.See file dsdata.txt to determine how the superseded data were derived.
 DF0206
 DF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT885019(NAD 83)
 DF0206_MARKER: P = PIPE CAP
 DF0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0206_STAMPING: 483 1918
 DF0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0206
 DF0206  HISTORY     - Date     Condition        Report By
 DF0206  HISTORY     - 1918     MONUMENTED       USGS
 DF0206  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0206  HISTORY     - 1962     MARK NOT FOUND   NGS
 DF0206
 DF0206                          STATION DESCRIPTION
 DF0206
 DF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0206'AT GROVETOWN.
 DF0206'RAILROAD STATION AGENT AND NEARBY STOREKEEPERS REMEMBER SEEING
 DF0206'THE MARK, BUT NONE WOULD BE DEFINITE AS TO HOW ALONG AGO IT WAS
 DF0206'LAST SEEN.  TWO DIFFERENT MEN THOUGHT THEY REMEMBERED IT ON FIRST
 DF0206'THE SOUTHERLY SIDE OF THE RAILROAD AND THEN ON THE OPPOSITE SIDE
 DF0206'OF THE SAME, IN OTHER WORDS, THEY THOUGHT THAT IT HAD BEEN MOVED
 DF0206'ACROSS THE RAILROAD AT ONETIME.  AT GROVETOWN, COLUMBIA COUNTY,
 DF0206'OPPOSITE THE GEORGIA RAILROAD STATION, AND 30 FEET WEST OF THE
 DF0206'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DF0206'483 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DF0206
 DF0206                          STATION RECOVERY (1962)
 DF0206
 DF0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4307 ***********************************************************************
 AB4307  DESIGNATION -  483
 AB4307  PID         -  AB4307
 AB4307  STATE/COUNTY-  GA/DE KALB
 AB4307  USGS QUAD   -  REDAN (1983)
 AB4307
 AB4307                         *CURRENT SURVEY CONTROL
 AB4307  ___________________________________________________________________
 AB4307* NAD 83(1994)-  33 42 10.44031(N)    084 08 47.33329(W)     ADJUSTED  
 AB4307* NAVD 88     -       253.6    (meters)     832.     (feet)  GPS OBS   
 AB4307  ___________________________________________________________________
 AB4307  X           -     541,727.003 (meters)                     COMP
 AB4307  Y           -  -5,284,105.411 (meters)                     COMP
 AB4307  Z           -   3,519,203.060 (meters)                     COMP
 AB4307  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AB4307  ELLIP HEIGHT-         224.28  (meters)          (09/03/97) GPS OBS
 AB4307  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AB4307
 AB4307  HORZ ORDER  -  FIRST
 AB4307  ELLP ORDER  -  FOURTH    CLASS II
 AB4307
 AB4307.The horizontal coordinates were established by GPS observations
 AB4307.and adjusted by the National Geodetic Survey in September 1997..
 AB4307
 AB4307.The orthometric height was determined by GPS observations and a
 AB4307.high-resolution geoid model.
 AB4307
 AB4307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4307
 AB4307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4307
 AB4307.The ellipsoidal height was determined by GPS observations
 AB4307.and is referenced to NAD 83.
 AB4307
 AB4307.The geoid height was determined by GEOID03.
 AB4307
 AB4307;                    North         East     Units Scale Factor Converg.
 AB4307;SPC GA W     -   410,552.932   701,871.085   MT  0.99990004   +0 00 40.3
 AB4307;SPC GA W     - 1,346,955.74  2,302,722.05   sFT  0.99990004   +0 00 40.3
 AB4307;UTM  16      - 3,732,871.114   764,472.450   MT  1.00046239   +1 35 03.5
 AB4307
 AB4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4307!SPC GA W     -   0.99996479  x   0.99990004  =   0.99986484
 AB4307!UTM  16      -   0.99996479  x   1.00046239  =   1.00042717
 AB4307
 AB4307                          SUPERSEDED SURVEY CONTROL
 AB4307
 AB4307  NAD 83(1994)-  33 42 10.44005(N)    084 08 47.33282(W) AD(       ) 1
 AB4307  ELLIP H (06/18/96)  224.29   (m)                       GP(       ) 4 1
 AB4307
 AB4307.Superseded values are not recommended for survey control.
 AB4307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4307.See file dsdata.txt to determine how the superseded data were derived.
 AB4307
 AB4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6447232871(NAD 83)
 AB4307_MARKER: DB = BENCH MARK DISK
 AB4307_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4307_STAMPING: 5157
 AB4307_MARK LOGO: GA-089
 AB4307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4307+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1995
 AB4307
 AB4307  HISTORY     - Date     Condition        Report By
 AB4307  HISTORY     - UNK      MONUMENTED       GA-089
 AB4307  HISTORY     - 19950324 GOOD             MSI
 AB4307
 AB4307                          STATION DESCRIPTION
 AB4307
 AB4307'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4307'TO REACH THE STATION FROM I-20 AT THE FAIRINGTN RD.OVERPASS, STATION
 AB4307'LOCATED IN SIDEWALK NEAREST TO THE SOUTHEAST BRIDGE ABUTMENT. STATION
 AB4307'IS A BRASS DISK SET IN SIDEWALK STAMPED 483 AND IS LOCATED 18.8 FT
 AB4307'(5.7 M) SOUTHEAST OF CENTERLINE OF FAIRINGTON RD., 24.8 FT (7.6 M)
 AB4307'NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0635 ***********************************************************************
 CL0635  DESIGNATION -  486
 CL0635  PID         -  CL0635
 CL0635  STATE/COUNTY-  GA/JONES
 CL0635  USGS QUAD   -  JAMES (1985)
 CL0635
 CL0635                         *CURRENT SURVEY CONTROL
 CL0635  ___________________________________________________________________
 CL0635* NAD 83(1986)-  32 58 24.     (N)    083 27 36.     (W)     SCALED    
 CL0635* NAVD 88     -       148.076  (meters)     485.81   (feet)  POSTED    
 CL0635  ___________________________________________________________________
 CL0635  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CL0635  DYNAMIC HT  -         147.910 (meters)     485.27  (feet)  COMP
 CL0635  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CL0635
 CL0635  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL0635
 CL0635.The horizontal coordinates were scaled from a topographic map and have
 CL0635.an estimated accuracy of +/- 6 seconds.
 CL0635
 CL0635.The orthometric height was determined by differential leveling
 CL0635.and adjusted by the National Geodetic Survey in 1992..
 CL0635.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL0635.rate of 1.1 thru 2.0 mm/km.
 CL0635
 CL0635.The geoid height was determined by GEOID03.
 CL0635
 CL0635.The dynamic height is computed by dividing the NAVD 88
 CL0635.geopotential number by the normal gravity value computed on the
 CL0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0635.degrees latitude (g = 980.6199 gals.).
 CL0635
 CL0635.The modeled gravity was interpolated from observed gravity values.
 CL0635
 CL0635;                    North         East    Units  Estimated Accuracy
 CL0635;SPC GA W     -   329,870.      766,050.      MT  (+/- 180 meters Scaled)
 CL0635
 CL0635                          SUPERSEDED SURVEY CONTROL
 CL0635
 CL0635  NGVD 29 (??/??/92)  148.21   (m)          486.3    (f) COMPUTED    1 2
 CL0635
 CL0635.Superseded values are not recommended for survey control.
 CL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0635.See file dsdata.txt to determine how the superseded data were derived.
 CL0635
 CL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS700510(NAD 83)
 CL0635_MARKER: DD = SURVEY DISK
 CL0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0635_SP_SET: MILEPOST
 CL0635_STAMPING: 486 486.265
 CL0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0635
 CL0635  HISTORY     - Date     Condition        Report By
 CL0635  HISTORY     - UNK      MONUMENTED       USGS
 CL0635  HISTORY     - 1954     GOOD             NGS
 CL0635
 CL0635                          STATION DESCRIPTION
 CL0635
 CL0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CL0635'0.9 MI NE FROM JAMES.
 CL0635'0.9 MI NE ALONG THE GEORGIA RR FROM THE STATION AT JAMES, JONES
 CL0635'COUNTY, AND IN THE TOP OF MILEPOST 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0636 ***********************************************************************
 CL0636  DESIGNATION -  486 USGS RESET 1957
 CL0636  PID         -  CL0636
 CL0636  STATE/COUNTY-  GA/JONES
 CL0636  USGS QUAD   -  JAMES (1985)
 CL0636
 CL0636                         *CURRENT SURVEY CONTROL
 CL0636  ___________________________________________________________________
 CL0636* NAD 83(1986)-  32 58 24.     (N)    083 27 37.     (W)     SCALED    
 CL0636* NAVD 88     -       149.718  (meters)     491.20   (feet)  ADJUSTED  
 CL0636  ___________________________________________________________________
 CL0636  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CL0636  DYNAMIC HT  -         149.555 (meters)     490.67  (feet)  COMP
 CL0636  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CL0636
 CL0636  VERT ORDER  -  FIRST     CLASS II
 CL0636
 CL0636.The horizontal coordinates were scaled from a topographic map and have
 CL0636.an estimated accuracy of +/- 6 seconds.
 CL0636
 CL0636.The orthometric height was determined by differential leveling
 CL0636.and adjusted by the National Geodetic Survey in June 1991..
 CL0636
 CL0636.The geoid height was determined by GEOID03.
 CL0636
 CL0636.The dynamic height is computed by dividing the NAVD 88
 CL0636.geopotential number by the normal gravity value computed on the
 CL0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0636.degrees latitude (g = 980.6199 gals.).
 CL0636
 CL0636.The modeled gravity was interpolated from observed gravity values.
 CL0636
 CL0636;                    North         East    Units  Estimated Accuracy
 CL0636;SPC GA W     -   329,870.      766,030.      MT  (+/- 180 meters Scaled)
 CL0636
 CL0636                          SUPERSEDED SURVEY CONTROL
 CL0636
 CL0636  NGVD 29 (??/??/92)  149.862  (m)          491.67   (f) ADJ UNCH    1 2
 CL0636
 CL0636.Superseded values are not recommended for survey control.
 CL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0636.See file dsdata.txt to determine how the superseded data were derived.
 CL0636
 CL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS700510(NAD 83)
 CL0636_MARKER: DD = SURVEY DISK
 CL0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0636_SP_SET: MILEPOST
 CL0636_STAMPING: 486 RESET 1957
 CL0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0636
 CL0636  HISTORY     - Date     Condition        Report By
 CL0636  HISTORY     - 1957     MONUMENTED       USGS
 CL0636  HISTORY     - 1962     POOR             NGS
 CL0636  HISTORY     - 1977     POOR             NGS
 CL0636
 CL0636                          STATION DESCRIPTION
 CL0636
 CL0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0636'4.8 MI SW FROM HADDOCK.
 CL0636'ABOUT 4.85 MILES SOUTHWEST ALONG THE GEORGIA RAILROAD FROM THE
 CL0636'STATION AT HADDOCK, 0.4 MILE SOUTHWEST OF A GRADED ROAD CROSSING,
 CL0636'ON THE TOP OF MILEPOST M 63, 11 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 CL0636'RAIL AND 6 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- STEPLADDER
 CL0636'REQUIRED IN ORDER TO HOLD ROD ON THIS MARK.
 CL0636
 CL0636                          STATION RECOVERY (1977)
 CL0636
 CL0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0636'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5182 ***********************************************************************
 AI5182  SACS        -  This is a Secondary Airport Control Station.
 AI5182  DESIGNATION -  48A A
 AI5182  PID         -  AI5182
 AI5182  STATE/COUNTY-  GA/BLECKLEY
 AI5182  USGS QUAD   -  COCHRAN (1974)
 AI5182
 AI5182                         *CURRENT SURVEY CONTROL
 AI5182  ___________________________________________________________________
 AI5182* NAD 83(1994)-  32 24 08.63563(N)    083 16 18.51462(W)     ADJUSTED  
 AI5182* NAVD 88     -       100.41   (meters)     329.4    (feet)  GPS OBS   
 AI5182  ___________________________________________________________________
 AI5182  X           -     631,528.983 (meters)                     COMP
 AI5182  Y           -  -5,353,218.271 (meters)                     COMP
 AI5182  Z           -   3,398,228.822 (meters)                     COMP
 AI5182  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AI5182  ELLIP HEIGHT-          72.81  (meters)          (04/24/00) GPS OBS
 AI5182  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AI5182
 AI5182  HORZ ORDER  -  FIRST
 AI5182  ELLP ORDER  -  FOURTH    CLASS I
 AI5182
 AI5182.This mark is at Cochran Airport (48A)
 AI5182
 AI5182.The horizontal coordinates were established by GPS observations
 AI5182.and adjusted by the National Geodetic Survey in April 2000..
 AI5182
 AI5182.The orthometric height was determined by GPS observations and a
 AI5182.high-resolution geoid model.
 AI5182
 AI5182.GPS derived orthometric heights for airport stations designated as
 AI5182.PACS or SACS are published to 2 decimal places.  This maintains
 AI5182.centimeter relative accuracy between the PACS and SACS.  It does
 AI5182.not indicate centimeter accuracy relative to other marks which are
 AI5182.part of the NAVD 88 network.
 AI5182
 AI5182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5182
 AI5182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5182
 AI5182.The ellipsoidal height was determined by GPS observations
 AI5182.and is referenced to NAD 83.
 AI5182
 AI5182.The geoid height was determined by GEOID03.
 AI5182
 AI5182;                    North         East     Units Scale Factor Converg.
 AI5182;SPC GA W     -   266,686.813   784,179.522   MT  0.99998736   +0 28 46.4
 AI5182;SPC GA W     -   874,954.99  2,572,762.32   sFT  0.99998736   +0 28 46.4
 AI5182;UTM  17      - 3,587,310.618   286,333.888   MT  1.00016301   -1 13 04.2
 AI5182
 AI5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5182!SPC GA W     -   0.99998857  x   0.99998736  =   0.99997593
 AI5182!UTM  17      -   0.99998857  x   1.00016301  =   1.00015158
 AI5182
 AI5182|---------------------------------------------------------------------|
 AI5182| PID    Reference Object                     Distance      Geod. Az  |
 AI5182|                                                           dddmmss.s |
 AI5182| CL2875 COCHRAN                             391.492 METERS 24227     |
 AI5182|---------------------------------------------------------------------|
 AI5182
 AI5182                          SUPERSEDED SURVEY CONTROL
 AI5182
 AI5182.No superseded survey control is available for this station.
 AI5182
 AI5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR8633487311(NAD 83)
 AI5182_MARKER: DD = SURVEY DISK
 AI5182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5182_STAMPING: 48A A 1998
 AI5182_MARK LOGO: NGS   
 AI5182_PROJECTION: FLUSH
 AI5182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5182+STABILITY: SURFACE MOTION
 AI5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5182+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5182_ROD/PIPE-DEPTH: 1    meters
 AI5182
 AI5182  HISTORY     - Date     Condition        Report By
 AI5182  HISTORY     - 1998     MONUMENTED       NGS
 AI5182
 AI5182                          STATION DESCRIPTION
 AI5182
 AI5182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI5182'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 6.5 KM
 AI5182'(4.05 MI) NORTHEAST OF COCHRAN, 1 KM (0.60 MI) NORTH OF STATE HIGHWAY
 AI5182'126, AT THE COCHRAN AIRPORT, NEAR RUNWAY END 23.  OWNERSHIP--CITY OF
 AI5182'COCHRAN, CITY HALL, P.O.  BOX 8, COCHRAN GA 31014.  AIRPORT MANAGER
 AI5182'H.D.  CURTIS PHONE 912-934-2137.  TO REACH THE STATION FROM THE
 AI5182'JUNCTION OF U.S.  HIGHWAY 23 BUSINESS AND STATE HIGHWAY 26 AND 87
 AI5182'BUSINESS IN COCHRAN, GO NORTH FOR 1.8 KM (1.10 MI) ON HIGHWAY 26 TO A
 AI5182'ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON STATE
 AI5182'HIGHWAY 126 TO THE JUNCTION WITH HIGHWAYS 23 AND 87 BYPASS.  CONTINUE
 AI5182'STRAIGHT AHEAD AND GO EAST 4.7 KM (2.90 MI) ON HIGHWAY 126 TO THE
 AI5182'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO NORTHEAST 0.6 KM (0.35
 AI5182'MI) ON PAVED ROAD TO AIRPORT BUILDING.  BEAR RIGHT ACROSS APRON 0.1 KM
 AI5182'(0.05 MI) TO THE RUNWAY.  TURN LEFT AND GO NORTHWEST ALONG RUNWAY FOR
 AI5182'0.4 MI (0.6 KM) TO THE END OF RUNWAY AND THE STATION ON THE RIGHT.
 AI5182'THE STATION IS A SURVEY DISK ATOP A 1 M (3.3 FT) LONG FENO ROD ENCASED
 AI5182'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 AI5182'WITH THE GROUND.  IT IS 35.2 M (115.5 FT) EAST FROM THE CENTER OF THE
 AI5182'END OF RUNWAY 23, 37.0 M (121.4 FT) NORTHEAST FROM THE CENTER OF
 AI5182'TAXIRAMP AT HOLDING BAR, 25.0 M (82.0 FT) EAST-NORTHEAST OF THE
 AI5182'SOUTHEAST 1 OF 4 THRESHOLD LIGHTS, 6.2 M (20.3 FT) WEST FROM
 AI5182'EMBANKMENT AT CORNER, AND 5.6 M (18.4 FT) WEST-SOUTHWEST OF A
 AI5182'FIBERGLASS WITNESS POST AT THE TOP OF THE CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0217 ***********************************************************************
 BR0217  DESIGNATION -  49
 BR0217  PID         -  BR0217
 BR0217  STATE/COUNTY-  GA/BRANTLEY
 BR0217  USGS QUAD   -  WAYNESVILLE (1993)
 BR0217
 BR0217                         *CURRENT SURVEY CONTROL
 BR0217  ___________________________________________________________________
 BR0217* NAD 83(1986)-  31 13 52.     (N)    081 47 22.     (W)     SCALED    
 BR0217* NAVD 88     -        14.773  (meters)      48.47   (feet)  ADJUSTED  
 BR0217  ___________________________________________________________________
 BR0217  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 BR0217  DYNAMIC HT  -          14.755 (meters)      48.41  (feet)  COMP
 BR0217  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 BR0217
 BR0217  VERT ORDER  -  FIRST     CLASS II
 BR0217
 BR0217.The horizontal coordinates were scaled from a topographic map and have
 BR0217.an estimated accuracy of +/- 6 seconds.
 BR0217
 BR0217.The orthometric height was determined by differential leveling
 BR0217.and adjusted by the National Geodetic Survey in June 1991..
 BR0217
 BR0217.The geoid height was determined by GEOID03.
 BR0217
 BR0217.The dynamic height is computed by dividing the NAVD 88
 BR0217.geopotential number by the normal gravity value computed on the
 BR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0217.degrees latitude (g = 980.6199 gals.).
 BR0217
 BR0217.The modeled gravity was interpolated from observed gravity values.
 BR0217
 BR0217;                    North         East    Units  Estimated Accuracy
 BR0217;SPC GA E     -   136,530.      235,940.      MT  (+/- 180 meters Scaled)
 BR0217
 BR0217                          SUPERSEDED SURVEY CONTROL
 BR0217
 BR0217  NGVD 29 (??/??/92)   15.080  (m)           49.48   (f) ADJ UNCH    1 2
 BR0217
 BR0217.Superseded values are not recommended for survey control.
 BR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0217.See file dsdata.txt to determine how the superseded data were derived.
 BR0217
 BR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ248554(NAD 83)
 BR0217_MARKER: P = PIPE CAP
 BR0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0217_STAMPING: 49 1917
 BR0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0217
 BR0217  HISTORY     - Date     Condition        Report By
 BR0217  HISTORY     - 1917     MONUMENTED       USGS
 BR0217  HISTORY     - 1956     GOOD             NGS
 BR0217
 BR0217                          STATION DESCRIPTION
 BR0217
 BR0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0217'AT WAYNESVILLE.
 BR0217'AT WAYNESVILLE, ALONG THE ATLANTIC COAST LINE RAILROAD, 10 POLES
 BR0217'WEST OF MILE POST O 622, 41 FEET SOUTH OF THE SOUTH RAIL OF THE
 BR0217'MAIN TRACK, 204 FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING
 BR0217'OF A ROAD AND THE MAIN TRACK, 100 FEET WEST OF THE SOUTH SUPPORT
 BR0217'OF THE WAYNESVILLE STATION SIGN, 23 FEET SOUTH OF A DERAIL STAND
 BR0217'ON THE SIDE TRACK, 27 FEET SOUTHEAST OF A LONE 30-INCH OAK WITH
 BR0217'TRIANGULAR BLAZE, 3 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 1
 BR0217'FOOT ABOVE THE LEVEL OF THE TRACK, A CAP ON THE TOP OF A 3 1/2-INCH
 BR0217'IRON PIPE PROJECTING 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7058 ***********************************************************************
 AB7058  DESIGNATION -  49 JJS
 AB7058  PID         -  AB7058
 AB7058  STATE/COUNTY-  GA/DOUGHERTY
 AB7058  USGS QUAD   -  ACREE (1988)
 AB7058
 AB7058                         *CURRENT SURVEY CONTROL
 AB7058  ___________________________________________________________________
 AB7058* NAD 83(1986)-  31 34 59.     (N)    083 59 48.     (W)     SCALED    
 AB7058* NAVD 88     -        73.497  (meters)     241.13   (feet)  ADJUSTED  
 AB7058  ___________________________________________________________________
 AB7058  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AB7058  DYNAMIC HT  -          73.408 (meters)     240.84  (feet)  COMP
 AB7058  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 AB7058
 AB7058  VERT ORDER  -  SECOND    CLASS II
 AB7058
 AB7058.The horizontal coordinates were scaled from a topographic map and have
 AB7058.an estimated accuracy of +/- 6 seconds.
 AB7058
 AB7058.The orthometric height was determined by differential leveling
 AB7058.and adjusted by the National Geodetic Survey in November 1996..
 AB7058
 AB7058.The geoid height was determined by GEOID03.
 AB7058
 AB7058.The dynamic height is computed by dividing the NAVD 88
 AB7058.geopotential number by the normal gravity value computed on the
 AB7058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7058.degrees latitude (g = 980.6199 gals.).
 AB7058
 AB7058.The modeled gravity was interpolated from observed gravity values.
 AB7058
 AB7058;                    North         East    Units  Estimated Accuracy
 AB7058;SPC GA W     -   175,500.      716,130.      MT  (+/- 180 meters Scaled)
 AB7058
 AB7058                          SUPERSEDED SURVEY CONTROL
 AB7058
 AB7058.No superseded survey control is available for this station.
 AB7058
 AB7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ156981(NAD 83)
 AB7058_MARKER: DD = SURVEY DISK
 AB7058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7058_STAMPING: 49 JJS 1955
 AB7058_MARK LOGO: USGS  
 AB7058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7058+STABILITY: SURFACE MOTION
 AB7058
 AB7058  HISTORY     - Date     Condition        Report By
 AB7058  HISTORY     - 1955     MONUMENTED       USGS
 AB7058  HISTORY     - 19900301 GOOD             HOBBS
 AB7058
 AB7058                          STATION DESCRIPTION
 AB7058
 AB7058'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (FFH)
 AB7058'MARK IS IN EASTERN DOUGHERTY COUNTY, 1.85 MILES (2.98 KM) NORTH ALONG
 AB7058'COUNTY LINE RD FROM US 82 OR 0.9 MI (1.4 KM) SOUTH ALONG COUNTY LINE
 AB7058'ROAD FROM HARRIS ROAD, AT THE INTERSECTION OF HILL AND COUNTY LINE
 AB7058'ROADS, 46 FT (14.0 M) WEST OF COUNTY LINE ROAD, 49 FT (14.9 M) NORTH
 AB7058'OF HILL ROAD, 2.7 FT (0.8 M) NORTHWEST OF TWIN POWER POLES, PROJECTING
 AB7058'O.3 FT ABOVE GROUND IN BRUSHY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4324 ***********************************************************************
 AB4324  DESIGNATION -  495
 AB4324  PID         -  AB4324
 AB4324  STATE/COUNTY-  GA/DE KALB
 AB4324  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4324
 AB4324                         *CURRENT SURVEY CONTROL
 AB4324  ___________________________________________________________________
 AB4324* NAD 83(1994)-  33 45 09.65777(N)    084 13 56.04655(W)     ADJUSTED  
 AB4324* NAVD 88     -       294.4    (meters)     966.     (feet)  GPS OBS   
 AB4324  ___________________________________________________________________
 AB4324  X           -     533,513.035 (meters)                     COMP
 AB4324  Y           -  -5,281,893.413 (meters)                     COMP
 AB4324  Z           -   3,523,818.197 (meters)                     COMP
 AB4324  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AB4324  ELLIP HEIGHT-         264.97  (meters)          (09/03/97) GPS OBS
 AB4324  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AB4324
 AB4324  HORZ ORDER  -  FIRST
 AB4324  ELLP ORDER  -  FOURTH    CLASS II
 AB4324
 AB4324.The horizontal coordinates were established by GPS observations
 AB4324.and adjusted by the National Geodetic Survey in September 1997..
 AB4324
 AB4324.The orthometric height was determined by GPS observations and a
 AB4324.high-resolution geoid model.
 AB4324
 AB4324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4324
 AB4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4324
 AB4324.The ellipsoidal height was determined by GPS observations
 AB4324.and is referenced to NAD 83.
 AB4324
 AB4324.The geoid height was determined by GEOID03.
 AB4324
 AB4324;                    North         East     Units Scale Factor Converg.
 AB4324;SPC GA W     -   416,075.892   693,925.578   MT  0.99990045   -0 02 11.1
 AB4324;SPC GA W     - 1,365,075.66  2,276,654.17   sFT  0.99990045   -0 02 11.1
 AB4324;UTM  16      - 3,738,176.574   756,373.888   MT  1.00041037   +1 32 19.1
 AB4324
 AB4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4324!SPC GA W     -   0.99995840  x   0.99990045  =   0.99985886
 AB4324!UTM  16      -   0.99995840  x   1.00041037  =   1.00036876
 AB4324
 AB4324                          SUPERSEDED SURVEY CONTROL
 AB4324
 AB4324  NAD 83(1994)-  33 45 09.65749(N)    084 13 56.04604(W) AD(       ) 1
 AB4324  ELLIP H (06/18/96)  264.98   (m)                       GP(       ) 4 1
 AB4324
 AB4324.Superseded values are not recommended for survey control.
 AB4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4324.See file dsdata.txt to determine how the superseded data were derived.
 AB4324
 AB4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5637438177(NAD 83)
 AB4324_MARKER: DB = BENCH MARK DISK
 AB4324_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4324_STAMPING: 495
 AB4324_MARK LOGO: GA-089
 AB4324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4324+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4324
 AB4324  HISTORY     - Date     Condition        Report By
 AB4324  HISTORY     - UNK      MONUMENTED       GA-089
 AB4324  HISTORY     - 19950327 GOOD             MSI
 AB4324
 AB4324                          STATION DESCRIPTION
 AB4324
 AB4324'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4324'TO REACH THE STATION FROM I-285 EXIT-33 (COVINGTON HWY), THE STATION
 AB4324'IS LOCATED ON THE SOUTH SIDE OF THE COVINGTON HWY OVERPASS IN A
 AB4324'SIDEWALK BLOCK AT THE WEST END OF THE BRIDGE. STATION IS A BENCHMARK
 AB4324'DISK SET IN A CONCRETE SIDEWALK BLOCK STAMPED 495 AND IS LOCATED 0.68
 AB4324'M (2.23 FT) NE OF SE BRIDGE ABUTMENT, 0.88 M (2.89 FT) SOUTH OF EDGE
 AB4324'OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0194 ***********************************************************************
 DF0194  DESIGNATION -  496 USGS
 DF0194  PID         -  DF0194
 DF0194  STATE/COUNTY-  GA/COLUMBIA
 DF0194  USGS QUAD   -  HARLEM (1980)
 DF0194
 DF0194                         *CURRENT SURVEY CONTROL
 DF0194  ___________________________________________________________________
 DF0194* NAD 83(1986)-  33 24 24.     (N)    082 15 05.     (W)     SCALED    
 DF0194* NAVD 88     -       150.983  (meters)     495.35   (feet)  ADJUSTED  
 DF0194  ___________________________________________________________________
 DF0194  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DF0194  DYNAMIC HT  -         150.822 (meters)     494.82  (feet)  COMP
 DF0194  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 DF0194
 DF0194  VERT ORDER  -  FIRST     CLASS II
 DF0194
 DF0194.The horizontal coordinates were scaled from a topographic map and have
 DF0194.an estimated accuracy of +/- 6 seconds.
 DF0194
 DF0194.The orthometric height was determined by differential leveling
 DF0194.and adjusted by the National Geodetic Survey in June 1991..
 DF0194
 DF0194.The geoid height was determined by GEOID03.
 DF0194
 DF0194.The dynamic height is computed by dividing the NAVD 88
 DF0194.geopotential number by the normal gravity value computed on the
 DF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0194.degrees latitude (g = 980.6199 gals.).
 DF0194
 DF0194.The modeled gravity was interpolated from observed gravity values.
 DF0194
 DF0194;                    North         East    Units  Estimated Accuracy
 DF0194;SPC GA E     -   377,700.      192,120.      MT  (+/- 180 meters Scaled)
 DF0194
 DF0194                          SUPERSEDED SURVEY CONTROL
 DF0194
 DF0194  NGVD 29 (??/??/92)  151.206  (m)          496.08   (f) ADJ UNCH    1 2
 DF0194
 DF0194.Superseded values are not recommended for survey control.
 DF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0194.See file dsdata.txt to determine how the superseded data were derived.
 DF0194
 DF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS836970(NAD 83)
 DF0194_MARKER: P = PIPE CAP
 DF0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0194_STAMPING: 496 1918 495.927
 DF0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0194
 DF0194  HISTORY     - Date     Condition        Report By
 DF0194  HISTORY     - 1918     MONUMENTED       USGS
 DF0194  HISTORY     - 1962     GOOD             NGS
 DF0194  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0194
 DF0194                          STATION DESCRIPTION
 DF0194
 DF0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0194'3.8 MI E FROM HARLEM.
 DF0194'ABOUT 3.85 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0194'AT HARLEM, 0.25 MILE EAST OF MILEPOST 21, NEAR A GRADED ROAD
 DF0194'CROSSING, 18 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 DF0194'24 1/2 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE
 DF0194'MAIN TRACK, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 DF0194'SOUTH OF A VERTICAL RAIL PAINTED WHITE AND PROJECTING 3 FEET
 DF0194'ABOVE THE LEVEL OF THE GROUND, 44 FEET NORTHWEST OF A 36-INCH
 DF0194'PECAN TREE, 1 FOOT WEST OF A STEEL WITNESS POST, 1/2 FOOT BELOW
 DF0194'THE LEVEL OF THE TRACK, A USGS PIPE AND CAP PROJECTING 6 INCHES
 DF0194'ABOVE THE LEVEL OF THE GROUND.
 DF0194
 DF0194                          STATION RECOVERY (1979)
 DF0194
 DF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0194'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0512 ***********************************************************************
 DF0512  DESIGNATION -  499
 DF0512  PID         -  DF0512
 DF0512  STATE/COUNTY-  GA/JONES
 DF0512  USGS QUAD   -  HADDOCK (1978)
 DF0512
 DF0512                         *CURRENT SURVEY CONTROL
 DF0512  ___________________________________________________________________
 DF0512* NAD 83(1986)-  33 01 54.     (N)    083 25 44.     (W)     SCALED    
 DF0512* NAVD 88     -       152.201  (meters)     499.35   (feet)  ADJUSTED  
 DF0512  ___________________________________________________________________
 DF0512  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DF0512  DYNAMIC HT  -         152.036 (meters)     498.80  (feet)  COMP
 DF0512  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DF0512
 DF0512  VERT ORDER  -  FIRST     CLASS II
 DF0512
 DF0512.The horizontal coordinates were scaled from a topographic map and have
 DF0512.an estimated accuracy of +/- 6 seconds.
 DF0512
 DF0512.The orthometric height was determined by differential leveling
 DF0512.and adjusted by the National Geodetic Survey in June 1991..
 DF0512
 DF0512.The geoid height was determined by GEOID03.
 DF0512
 DF0512.The dynamic height is computed by dividing the NAVD 88
 DF0512.geopotential number by the normal gravity value computed on the
 DF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0512.degrees latitude (g = 980.6199 gals.).
 DF0512
 DF0512.The modeled gravity was interpolated from observed gravity values.
 DF0512
 DF0512;                    North         East    Units  Estimated Accuracy
 DF0512;SPC GA W     -   336,360.      768,920.      MT  (+/- 180 meters Scaled)
 DF0512
 DF0512                          SUPERSEDED SURVEY CONTROL
 DF0512
 DF0512  NGVD 29 (??/??/92)  152.350  (m)          499.83   (f) ADJ UNCH    1 2
 DF0512
 DF0512.Superseded values are not recommended for survey control.
 DF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0512.See file dsdata.txt to determine how the superseded data were derived.
 DF0512
 DF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS731574(NAD 83)
 DF0512_MARKER: DD = SURVEY DISK
 DF0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0512_SP_SET: BUILDING
 DF0512_STAMPING: 499.858 499
 DF0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF0512+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DF0512
 DF0512  HISTORY     - Date     Condition        Report By
 DF0512  HISTORY     - UNK      MONUMENTED       USGS
 DF0512  HISTORY     - 1962     GOOD             NGS
 DF0512  HISTORY     - 1976     GOOD             NGS
 DF0512  HISTORY     - 20020607 GOOD             GADT
 DF0512
 DF0512                          STATION DESCRIPTION
 DF0512
 DF0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0512'AT HADDOCK.
 DF0512'AT HADDOCK, SET VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST
 DF0512'CORNER OF THE JONES COUNTY BANK BUILDING, 90 YARDS NORTH OF THE
 DF0512'NORTH RAIL OF THE GEORGIA RAILROAD, 44 1/2 FEET EAST OF THE
 DF0512'CENTER LINE OF A BLACK TOP STREET, 4 1/2 FEET SOUTH OF THE WEST
 DF0512'ENTRANCE TO THE BUILDING, 1.6 FEET NORTH OF THE SOUTHWEST
 DF0512'CORNER OF THE BUILDING AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 DF0512
 DF0512                          STATION RECOVERY (1976)
 DF0512
 DF0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0512'RECOVERED IN GOOD CONDITION.
 DF0512
 DF0512                          STATION RECOVERY (2002)
 DF0512
 DF0512'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DF0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI0387 ***********************************************************************
 AI0387  SACS        -  This is a Secondary Airport Control Station.
 AI0387  DESIGNATION -  4A4 A
 AI0387  PID         -  AI0387
 AI0387  STATE/COUNTY-  GA/POLK
 AI0387  USGS QUAD   -  CEDARTOWN EAST (1982)
 AI0387
 AI0387                         *CURRENT SURVEY CONTROL
 AI0387  ___________________________________________________________________
 AI0387* NAD 83(1994)-  34 01 05.50916(N)    085 08 38.11364(W)     ADJUSTED  
 AI0387* NAVD 88     -       292.81   (meters)     960.7    (feet)  GPS OBS   
 AI0387  ___________________________________________________________________
 AI0387  X           -     448,013.896 (meters)                     COMP
 AI0387  Y           -  -5,273,351.054 (meters)                     COMP
 AI0387  Z           -   3,548,267.362 (meters)                     COMP
 AI0387  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AI0387  ELLIP HEIGHT-         263.83  (meters)          (06/30/99) GPS OBS
 AI0387  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AI0387
 AI0387  HORZ ORDER  -  FIRST
 AI0387  ELLP ORDER  -  THIRD     CLASS I
 AI0387
 AI0387.This mark is at Cornelius-Moore Fld Airport (4A4)
 AI0387
 AI0387.The horizontal coordinates were established by GPS observations
 AI0387.and adjusted by the National Geodetic Survey in June 1999..
 AI0387
 AI0387.The orthometric height was determined by GPS observations and a
 AI0387.high-resolution geoid model.
 AI0387
 AI0387.GPS derived orthometric heights for airport stations designated as
 AI0387.PACS or SACS are published to 2 decimal places.  This maintains
 AI0387.centimeter relative accuracy between the PACS and SACS.  It does
 AI0387.not indicate centimeter accuracy relative to other marks which are
 AI0387.part of the NAVD 88 network.
 AI0387
 AI0387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0387
 AI0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0387
 AI0387.The ellipsoidal height was determined by GPS observations
 AI0387.and is referenced to NAD 83.
 AI0387
 AI0387.The geoid height was determined by GEOID03.
 AI0387
 AI0387;                    North         East     Units Scale Factor Converg.
 AI0387;SPC GA W     -   445,952.595   609,743.250   MT  1.00000039   -0 32 48.4
 AI0387;SPC GA W     - 1,463,096.14  2,000,465.98   sFT  1.00000039   -0 32 48.4
 AI0387;UTM  16      - 3,765,726.944   671,379.668   MT  0.99996207   +1 02 19.1
 AI0387
 AI0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0387!SPC GA W     -   0.99995858  x   1.00000039  =   0.99995897
 AI0387!UTM  16      -   0.99995858  x   0.99996207  =   0.99992066
 AI0387
 AI0387:                Primary Azimuth Mark                     Grid Az
 AI0387:SPC GA W     -  CEDAPORT                                 278 32 48.7
 AI0387:UTM  16      -  CEDAPORT                                 276 57 41.2
 AI0387
 AI0387|---------------------------------------------------------------------|
 AI0387| PID    Reference Object                     Distance      Geod. Az  |
 AI0387|                                                           dddmmss.s |
 AI0387| EE2293 CEDAPORT                            APPROX. 0.5 KM 2780000.3 |
 AI0387|---------------------------------------------------------------------|
 AI0387
 AI0387                          SUPERSEDED SURVEY CONTROL
 AI0387
 AI0387.No superseded survey control is available for this station.
 AI0387
 AI0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7138065727(NAD 83)
 AI0387_MARKER: DD = SURVEY DISK
 AI0387_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI0387+WITH SETTING: INFORMATION.
 AI0387_STAMPING: 4A4 A 1996
 AI0387_MARK LOGO: NGS   
 AI0387_PROJECTION: RECESSED 5 CENTIMETERS
 AI0387_MAGNETIC: I = MARKER IS A STEEL ROD
 AI0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0387+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1998
 AI0387_ROD/PIPE-DEPTH: 1.0  meters
 AI0387
 AI0387  HISTORY     - Date     Condition        Report By
 AI0387  HISTORY     - 1996     MONUMENTED       NGS
 AI0387  HISTORY     - 19981023 GOOD             NGS
 AI0387
 AI0387                          STATION DESCRIPTION
 AI0387
 AI0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI0387'THE FOLLOWING CHANGES SHOULD BE NOTED, THE STATION IS SET BETWEEN THE
 AI0387'SIXTH AND SEVENTH RUNWAY LIGHT WEST OF THE RWY 28 END.  THE STATION IS
 AI0387'57.7 FT (17.6 M) SOUTHWEST OF THE SIXTH (6) RWY LIGHT AND 152.2 FT
 AI0387'(46.4 M) EAST SOUTHEAST OF THE SEVENTH (7) RWY LIGHT FROM THE 28 END.
 AI0387'THE WITNESS POST HAS BEEN DESTROYED BY THE MOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1524 ***********************************************************************
 BT1524  DESIGNATION -  4B 52 GAGS 1935
 BT1524  PID         -  BT1524
 BT1524  STATE/COUNTY-  GA/LEE
 BT1524  USGS QUAD   -  NEYAMI (1973)
 BT1524
 BT1524                         *CURRENT SURVEY CONTROL
 BT1524  ___________________________________________________________________
 BT1524* NAD 83(1994)-  31 49 31.04246(N)    084 12 57.33869(W)     ADJUSTED  
 BT1524* NAVD 88     -        91.40   (+/-2cm)     299.9    (feet)  VERTCON   
 BT1524  ___________________________________________________________________
 BT1524  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BT1524  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BT1524
 BT1524  HORZ ORDER  -  SECOND
 BT1524  VERT ORDER  -  THIRD ? (See Below)
 BT1524
 BT1524.The horizontal coordinates were established by classical geodetic methods
 BT1524.and adjusted by the National Geodetic Survey in September 1997..
 BT1524
 BT1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1524.The vertical order pertains to the NGVD 29 superseded value.
 BT1524
 BT1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1524
 BT1524.The geoid height was determined by GEOID03.
 BT1524
 BT1524;                    North         East     Units Scale Factor Converg.
 BT1524;SPC GA W     -   202,347.042   695,336.859   MT  0.99990027   -0 01 33.5
 BT1524;SPC GA W     -   663,866.92  2,281,284.34   sFT  0.99990027   -0 01 33.5
 BT1524;UTM  16      - 3,524,448.368   763,514.327   MT  1.00045649   +1 28 08.3
 BT1524
 BT1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1524!SPC GA W     -   0.99998983  x   0.99990027  =   0.99989011
 BT1524!UTM  16      -   0.99998983  x   1.00045649  =   1.00044632
 BT1524
 BT1524                          SUPERSEDED SURVEY CONTROL
 BT1524
 BT1524  NAD 83(1986)-  31 49 31.04663(N)    084 12 57.34194(W) AD(       ) 2
 BT1524  NAD 27      -  31 49 30.43700(N)    084 12 57.66100(W) AD(       ) 2
 BT1524  NGVD 29 (07/19/86)   91.53   (m)          300.3    (f) LEVELING    3  
 BT1524
 BT1524.Superseded values are not recommended for survey control.
 BT1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1524.See file dsdata.txt to determine how the superseded data were derived.
 BT1524
 BT1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6351424448(NAD 83)
 BT1524_MARKER: DD = SURVEY DISK
 BT1524_SETTING: 0 = UNSPECIFIED SETTING
 BT1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1524
 BT1524  HISTORY     - Date     Condition        Report By
 BT1524  HISTORY     - 1935     MONUMENTED       GAGS
 BT1524  HISTORY     - 20050614 MARK NOT FOUND   GREOMA
 BT1524
 BT1524                          STATION DESCRIPTION
 BT1524
 BT1524'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1524'ABOUT 7 MILES NORTH OF LEESBURG, ON RIGHT-OF-WAY OF CENTRAL
 BT1524'OF GEORGIA RAILWAY, 7 FEET SOUTH OF SEMAPHORE ON WEST SIDE
 BT1524'OF TRACK, AND 6 FEET WEST OF WEST RAIL OF MAIN TRACK.  MARK
 BT1524'IS A STATE SURVEY STANDARD DISK, SET IN CENTER OF 6-INCH
 BT1524'STOVEPIPE FILLED WITH CONCRETE, FLUSH WITH GROUND AND 175.73
 BT1524'FEET NORTH-NORTHWEST OF NEYAMI (SEE DESCRIPTION THEREOF)
 BT1524'N 39 DEG 01 MIN W.
 BT1524
 BT1524                          STATION RECOVERY (2005)
 BT1524
 BT1524'RECOVERY NOTE BY GREENHORNE-OMARA 2005 (RWL)
 BT1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1594 ***********************************************************************
 BT1594  DESIGNATION -  4B 56 GAGS 1935
 BT1594  PID         -  BT1594
 BT1594  STATE/COUNTY-  GA/LEE
 BT1594  USGS QUAD   -  LEESBURG (1988)
 BT1594
 BT1594                         *CURRENT SURVEY CONTROL
 BT1594  ___________________________________________________________________
 BT1594* NAD 83(1994)-  31 43 56.41965(N)    084 10 18.84471(W)     ADJUSTED  
 BT1594* NAVD 88     -        77.57   (+/-2cm)     254.5    (feet)  VERTCON   
 BT1594  ___________________________________________________________________
 BT1594  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BT1594  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BT1594
 BT1594  HORZ ORDER  -  SECOND
 BT1594  VERT ORDER  -  THIRD ? (See Below)
 BT1594
 BT1594.The horizontal coordinates were established by classical geodetic methods
 BT1594.and adjusted by the National Geodetic Survey in September 1997..
 BT1594
 BT1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1594.The vertical order pertains to the NGVD 29 superseded value.
 BT1594
 BT1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1594
 BT1594.The geoid height was determined by GEOID03.
 BT1594
 BT1594;                    North         East     Units Scale Factor Converg.
 BT1594;SPC GA W     -   192,040.371   699,503.980   MT  0.99990000   -0 00 09.9
 BT1594;SPC GA W     -   630,052.45  2,294,955.97   sFT  0.99990000   -0 00 09.9
 BT1594;UTM  16      - 3,514,247.951   767,951.108   MT  1.00048560   +1 29 18.0
 BT1594
 BT1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1594!SPC GA W     -   0.99999203  x   0.99990000  =   0.99989203
 BT1594!UTM  16      -   0.99999203  x   1.00048560  =   1.00047762
 BT1594
 BT1594                          SUPERSEDED SURVEY CONTROL
 BT1594
 BT1594  NAD 83(1986)-  31 43 56.42388(N)    084 10 18.84951(W) AD(       ) 2
 BT1594  NAD 27      -  31 43 55.81800(N)    084 10 19.17200(W) AD(       ) 2
 BT1594  NGVD 29 (07/19/86)   77.72   (m)          255.0    (f) LEVELING    3  
 BT1594
 BT1594.Superseded values are not recommended for survey control.
 BT1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1594.See file dsdata.txt to determine how the superseded data were derived.
 BT1594
 BT1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6795114248(NAD 83)
 BT1594_MARKER: DD = SURVEY DISK
 BT1594_SETTING: 0 = UNSPECIFIED SETTING
 BT1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1594
 BT1594  HISTORY     - Date     Condition        Report By
 BT1594  HISTORY     - 1935     MONUMENTED       GAGS
 BT1594
 BT1594                          STATION DESCRIPTION
 BT1594
 BT1594'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1594'AT LEESBURG, ON RIGHT-OF-WAY OF CENTRAL OF GEORGIA RAILWAY,
 BT1594'BETWEEN MAIN AND PASSING TRACKS, 41 PACES SOUTHEAST OF SOUTHEAST
 BT1594'CORNER OF RAILROAD STATION, ABOUT 36 PACES SOUTH OF STREET-RAILROAD
 BT1594'CROSSING, 4.76 FEET NORTH-NORTHEAST OF EAST RAIL OF MAIN TRACK,
 BT1594'AND 4.35 FEET WEST-SOUTHWEST OF WEST RAIL OF PASSING TRACK.
 BT1594'MARK IS A STATE SURVEY STANDARD DISK, SET IN CONCRETE IN
 BT1594'6-INCH PIPE, PROJECTING 1 INCH ABOVE GROUND AND 60.69 FEET
 BT1594'WEST OF LEESBURG (SEE DESCRIPTION THEREOF) N 74 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1564 ***********************************************************************
 BT1564  DESIGNATION -  4B 63 GAGS 1935
 BT1564  PID         -  BT1564
 BT1564  STATE/COUNTY-  GA/DOUGHERTY
 BT1564  USGS QUAD   -  ALBANY WEST (1988)
 BT1564
 BT1564                         *CURRENT SURVEY CONTROL
 BT1564  ___________________________________________________________________
 BT1564* NAD 83(1994)-  31 36 11.76009(N)    084 09 19.16726(W)     ADJUSTED  
 BT1564* NAVD 88     -        61.05   (+/-2cm)     200.3    (feet)  VERTCON   
 BT1564  ___________________________________________________________________
 BT1564  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BT1564  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT1564
 BT1564  HORZ ORDER  -  THIRD
 BT1564  VERT ORDER  -  THIRD ? (See Below)
 BT1564
 BT1564.The horizontal coordinates were established by classical geodetic methods
 BT1564.and adjusted by the National Geodetic Survey in September 1997..
 BT1564
 BT1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1564.The vertical order pertains to the NGVD 29 superseded value.
 BT1564
 BT1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1564
 BT1564.The geoid height was determined by GEOID03.
 BT1564
 BT1564;                    North         East     Units Scale Factor Converg.
 BT1564;SPC GA W     -   177,730.201   701,076.263   MT  0.99990001   +0 00 21.4
 BT1564;SPC GA W     -   583,103.17  2,300,114.37   sFT  0.99990001   +0 00 21.4
 BT1564;UTM  16      - 3,499,975.001   769,895.705   MT  1.00049853   +1 29 29.8
 BT1564
 BT1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1564!SPC GA W     -   0.99999465  x   0.99990001  =   0.99989466
 BT1564!UTM  16      -   0.99999465  x   1.00049853  =   1.00049318
 BT1564
 BT1564                          SUPERSEDED SURVEY CONTROL
 BT1564
 BT1564  NAD 83(1986)-  31 36 11.76519(N)    084 09 19.17438(W) AD(       ) 3
 BT1564  NAD 27      -  31 36 11.14300(N)    084 09 19.49600(W) AD(       ) 3
 BT1564  NGVD 29 (07/19/86)   61.21   (m)          200.8    (f) LEVELING    3  
 BT1564
 BT1564.Superseded values are not recommended for survey control.
 BT1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1564.See file dsdata.txt to determine how the superseded data were derived.
 BT1564
 BT1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6989699975(NAD 83)
 BT1564_MARKER: DD = SURVEY DISK
 BT1564_SETTING: 0 = UNSPECIFIED SETTING
 BT1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1564
 BT1564  HISTORY     - Date     Condition        Report By
 BT1564  HISTORY     - 1935     MONUMENTED       GAGS
 BT1564
 BT1564                          STATION DESCRIPTION
 BT1564
 BT1564'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1564'ON RIGHT-OF-WAY OF CENTRAL OF GEORGIA RAILWAY, AT NORTH CITY
 BT1564'LIMITS OF ALBANY, 1420 FEET NORTH OF MILEPOST L 154-S 296, 640
 BT1564'FEET SOUTH OF OVERHEAD BRIDGE ON U.S. HIGHWAY 19 AND 4 FEET
 BT1564'EAST OF EAST RAIL.  TO REACH FROM INTERSECTION OF NORTH
 BT1564'JEFFERSON STREET AND 7TH AVENUE IN ALBANY, GO NORTH ON NORTH
 BT1564'JEFFERSON STREET (U.S. HIGHWAY 19) FOR 0.45 MILE (JUST BEFORE
 BT1564'REACHING OVERHEAD BRIDGE).  CONTINUE ACROSS FIELD ABOUT 100
 BT1564'YARDS TO TRACKS AND STATION OPPOSITE BUILDING AT NORTH END
 BT1564'OF ARMOUR FERTILIZER MAIN BUILDING.  STATION IS A STATE
 BT1564'SURVEY STANDARD DISK SET IN CONCRETE IN 6-INCH PIPE, AND
 BT1564'982 FEET FROM STATION SWIFT A-2 (SEE DESCRIPTION THEREOF)
 BT1564'N 56 DEG 22 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1800 ***********************************************************************
 BT1800  DESIGNATION -  4H 2 GAGS 1935
 BT1800  PID         -  BT1800
 BT1800  STATE/COUNTY-  GA/MITCHELL
 BT1800  USGS QUAD   -  CAMILLA (1988)
 BT1800
 BT1800                         *CURRENT SURVEY CONTROL
 BT1800  ___________________________________________________________________
 BT1800* NAD 83(1994)-  31 13 51.81418(N)    084 12 03.27467(W)     ADJUSTED  
 BT1800* NAVD 88     -        51.41   (+/-2cm)     168.7    (feet)  VERTCON   
 BT1800  ___________________________________________________________________
 BT1800  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BT1800  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1800
 BT1800  HORZ ORDER  -  SECOND
 BT1800  VERT ORDER  -  THIRD ? (See Below)
 BT1800
 BT1800.The horizontal coordinates were established by classical geodetic methods
 BT1800.and adjusted by the National Geodetic Survey in September 1997..
 BT1800
 BT1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1800.The vertical order pertains to the NGVD 29 superseded value.
 BT1800
 BT1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1800
 BT1800.The geoid height was determined by GEOID03.
 BT1800
 BT1800;                    North         East     Units Scale Factor Converg.
 BT1800;SPC GA W     -   136,465.685   696,737.889   MT  0.99990013   -0 01 03.9
 BT1800;SPC GA W     -   447,721.17  2,285,880.89   sFT  0.99990013   -0 01 03.9
 BT1800;UTM  16      - 3,458,588.016   766,621.044   MT  1.00047692   +1 27 07.8
 BT1800
 BT1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1800!SPC GA W     -   0.99999623  x   0.99990013  =   0.99989636
 BT1800!UTM  16      -   0.99999623  x   1.00047692  =   1.00047315
 BT1800
 BT1800                          SUPERSEDED SURVEY CONTROL
 BT1800
 BT1800  NAD 83(1986)-  31 13 51.82057(N)    084 12 03.27982(W) AD(       ) 2
 BT1800  NAD 27      -  31 13 51.16400(N)    084 12 03.62100(W) AD(       ) 2
 BT1800  NGVD 29 (07/19/86)   51.54   (m)          169.1    (f) LEVELING    3  
 BT1800
 BT1800.Superseded values are not recommended for survey control.
 BT1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1800.See file dsdata.txt to determine how the superseded data were derived.
 BT1800
 BT1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6662158588(NAD 83)
 BT1800_MARKER: DD = SURVEY DISK
 BT1800_SETTING: 0 = UNSPECIFIED SETTING
 BT1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1800
 BT1800  HISTORY     - Date     Condition        Report By
 BT1800  HISTORY     - 1935     MONUMENTED       GAGS
 BT1800  HISTORY     - 1969     GOOD             GAGS
 BT1800
 BT1800                          STATION DESCRIPTION
 BT1800
 BT1800'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1800'AT CAMILLA, ON RIGHT-OF-WAY OF ATLANTIC COAST LINE RAILROAD,
 BT1800'9 PACES SOUTH OF U.S. HIGHWAY 19, 4-1/2 PACES EAST OF EAST
 BT1800'RAIL OF WEST TRACK, AND 1-1/2 PACES WEST OF WEST RAIL OF
 BT1800'MAIN TRACK.  MARK IS A STATE SURVEY STANDARD DISK, SET IN
 BT1800'CENTER OF 6-INCH STOVEPIPE FILLED WITH CONCRETE, AND 104.36
 BT1800'FEET SOUTHWEST OF CAMILLA (SEE DESCRIPTION THEREOF)
 BT1800'S 36 DEG 37 MIN W.
 BT1800
 BT1800                          STATION RECOVERY (1969)
 BT1800
 BT1800'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1969 (WB)
 BT1800'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1281 ***********************************************************************
 BS1281  DESIGNATION -  5 B 26 GAGS
 BS1281  PID         -  BS1281
 BS1281  STATE/COUNTY-  GA/WILCOX
 BS1281  USGS QUAD   -  RHINE (1977)
 BS1281
 BS1281                         *CURRENT SURVEY CONTROL
 BS1281  ___________________________________________________________________
 BS1281* NAD 83(1986)-  31 53 16.     (N)    083 14 12.     (W)     SCALED    
 BS1281* NAVD 88     -        81.746  (meters)     268.19   (feet)  ADJUSTED  
 BS1281  ___________________________________________________________________
 BS1281  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BS1281  DYNAMIC HT  -          81.650 (meters)     267.88  (feet)  COMP
 BS1281  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 BS1281
 BS1281  VERT ORDER  -  FIRST     CLASS II
 BS1281
 BS1281.The horizontal coordinates were scaled from a topographic map and have
 BS1281.an estimated accuracy of +/- 6 seconds.
 BS1281
 BS1281.The orthometric height was determined by differential leveling
 BS1281.and adjusted by the National Geodetic Survey in June 1991..
 BS1281
 BS1281.The geoid height was determined by GEOID03.
 BS1281
 BS1281.The dynamic height is computed by dividing the NAVD 88
 BS1281.geopotential number by the normal gravity value computed on the
 BS1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1281.degrees latitude (g = 980.6199 gals.).
 BS1281
 BS1281.The modeled gravity was interpolated from observed gravity values.
 BS1281
 BS1281;                    North         East    Units  Estimated Accuracy
 BS1281;SPC GA W     -   209,650.      787,980.      MT  (+/- 180 meters Scaled)
 BS1281
 BS1281                          SUPERSEDED SURVEY CONTROL
 BS1281
 BS1281.No superseded survey control is available for this station.
 BS1281
 BS1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR884301(NAD 83)
 BS1281_MARKER: DD = SURVEY DISK
 BS1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1281_SP_SET: CONCRETE POST
 BS1281_STAMPING: 5 B 26
 BS1281_PROJECTION: FLUSH
 BS1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1281+STABILITY: SURFACE MOTION
 BS1281
 BS1281  HISTORY     - Date     Condition        Report By
 BS1281  HISTORY     - UNK      MONUMENTED       GAGS
 BS1281  HISTORY     - 1979     GOOD             NGS
 BS1281
 BS1281                          STATION DESCRIPTION
 BS1281
 BS1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BS1281'8.45 MI SE FROM ABBEVILLE.
 BS1281'8.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 129 FROM THE COURTHOUSE AT
 BS1281'ABBEVILLE TO THE MARK ON THE RIGHT, 0.1 MILE NORTHWEST OF A GRADED
 BS1281'ROAD LEADING WEST AND TO A SMALL CEMETARY, SET AT A FENCE CORNER,
 BS1281'88 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHINGLE HOUSE,
 BS1281'AND 46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 BS1281'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0487 ***********************************************************************
 BR0487  DESIGNATION -  5 C 1
 BR0487  PID         -  BR0487
 BR0487  STATE/COUNTY-  GA/BRYAN
 BR0487  USGS QUAD   -  RICHMOND HILL (1997)
 BR0487
 BR0487                         *CURRENT SURVEY CONTROL
 BR0487  ___________________________________________________________________
 BR0487* NAD 83(1986)-  31 56 37.     (N)    081 18 26.     (W)     SCALED    
 BR0487* NAVD 88     -         4.763  (meters)      15.63   (feet)  ADJUSTED  
 BR0487  ___________________________________________________________________
 BR0487  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 BR0487  DYNAMIC HT  -           4.757 (meters)      15.61  (feet)  COMP
 BR0487  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 BR0487
 BR0487  VERT ORDER  -  SECOND    CLASS 0
 BR0487
 BR0487.The horizontal coordinates were scaled from a topographic map and have
 BR0487.an estimated accuracy of +/- 6 seconds.
 BR0487
 BR0487.The orthometric height was determined by differential leveling
 BR0487.and adjusted by the National Geodetic Survey in June 1991..
 BR0487
 BR0487.The geoid height was determined by GEOID03.
 BR0487
 BR0487.The dynamic height is computed by dividing the NAVD 88
 BR0487.geopotential number by the normal gravity value computed on the
 BR0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0487.degrees latitude (g = 980.6199 gals.).
 BR0487
 BR0487.The modeled gravity was interpolated from observed gravity values.
 BR0487
 BR0487;                    North         East    Units  Estimated Accuracy
 BR0487;SPC GA E     -   215,790.      281,250.      MT  (+/- 180 meters Scaled)
 BR0487
 BR0487                          SUPERSEDED SURVEY CONTROL
 BR0487
 BR0487  NGVD 29 (??/??/92)    5.077  (m)           16.66   (f) ADJ UNCH    2 0
 BR0487
 BR0487.Superseded values are not recommended for survey control.
 BR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0487.See file dsdata.txt to determine how the superseded data were derived.
 BR0487
 BR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR709342(NAD 83)
 BR0487_MARKER: DB = BENCH MARK DISK
 BR0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0487_STAMPING: 5 C 1
 BR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0487+STABILITY: SURFACE MOTION
 BR0487
 BR0487  HISTORY     - Date     Condition        Report By
 BR0487  HISTORY     - UNK      MONUMENTED       CGS
 BR0487  HISTORY     - 1958     GOOD             NGS
 BR0487
 BR0487                          STATION DESCRIPTION
 BR0487
 BR0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BR0487'AT WAYS.
 BR0487'55 YARDS WEST OF WEST CORNER OF THE ATLANTIC COAST LINE
 BR0487'RAILWAY STATION, 50 YARDS NORTHEAST OF MILEPOST S-16 ON EDGE
 BR0487'OF ROAD FILL, 18 FEET NORTH OF CENTERLINE OF A RAILROAD
 BR0487'CROSSING, 11.6 FEET NORTHWEST OF NORTHWEST RAIL OF THE NORTH
 BR0487'WEST TRACK, 2 FEET BELOW LEVEL OF TRACK.  A STANDARD DISK SET IN
 BR0487'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0723 ***********************************************************************
 BR0723  DESIGNATION -  5 C 14
 BR0723  PID         -  BR0723
 BR0723  STATE/COUNTY-  GA/LIBERTY
 BR0723  USGS QUAD   -  HINESVILLE (1973)
 BR0723
 BR0723                         *CURRENT SURVEY CONTROL
 BR0723  ___________________________________________________________________
 BR0723* NAD 83(1994)-  31 50 01.93726(N)    081 30 52.79908(W)     ADJUSTED  
 BR0723* NAVD 88     -         6.210  (meters)      20.37   (feet)  ADJUSTED  
 BR0723  ___________________________________________________________________
 BR0723  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 BR0723  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 BR0723  DYNAMIC HT  -           6.203 (meters)      20.35  (feet)  COMP
 BR0723  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 BR0723
 BR0723  HORZ ORDER  -  SECOND
 BR0723  VERT ORDER  -  SECOND    CLASS 0
 BR0723
 BR0723.The horizontal coordinates were established by classical geodetic methods
 BR0723.and adjusted by the National Geodetic Survey in September 1997..
 BR0723
 BR0723.The orthometric height was determined by differential leveling
 BR0723.and adjusted by the National Geodetic Survey in June 1991..
 BR0723
 BR0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0723
 BR0723.The geoid height was determined by GEOID03.
 BR0723
 BR0723.The dynamic height is computed by dividing the NAVD 88
 BR0723.geopotential number by the normal gravity value computed on the
 BR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0723.degrees latitude (g = 980.6199 gals.).
 BR0723
 BR0723.The modeled gravity was interpolated from observed gravity values.
 BR0723
 BR0723;                    North         East     Units Scale Factor Converg.
 BR0723;SPC GA E     -   203,482.701   261,714.803   MT  0.99994696   +0 20 38.1
 BR0723;SPC GA E     -   667,592.83    858,642.65   sFT  0.99994696   +0 20 38.1
 BR0723;UTM  17      - 3,522,137.212   451,299.266   MT  0.99962925   -0 16 17.3
 BR0723
 BR0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0723!SPC GA E     -   1.00000381  x   0.99994696  =   0.99995077
 BR0723!UTM  17      -   1.00000381  x   0.99962925  =   0.99963306
 BR0723
 BR0723                          SUPERSEDED SURVEY CONTROL
 BR0723
 BR0723  NAD 83(1986)-  31 50 01.94623(N)    081 30 52.80726(W) AD(       ) 2
 BR0723  NAD 27      -  31 50 01.18000(N)    081 30 53.41000(W) AD(       ) 2
 BR0723  NGVD 29 (??/??/92)    6.52   (m)           21.4    (f) COMPUTED    2 0
 BR0723
 BR0723.Superseded values are not recommended for survey control.
 BR0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0723.See file dsdata.txt to determine how the superseded data were derived.
 BR0723
 BR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5129922137(NAD 83)
 BR0723_MARKER: Z = SEE DESCRIPTION
 BR0723_SETTING: 0 = UNSPECIFIED SETTING
 BR0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0723
 BR0723  HISTORY     - Date     Condition        Report By
 BR0723  HISTORY     - 1935     MONUMENTED       GAGS
 BR0723
 BR0723                          STATION DESCRIPTION
 BR0723
 BR0723'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 BR0723'A MONUMENT OF THE GEORGIA GEODETIC SURVEY, (SEE GEORGIA GEODETIC
 BR0723'SURVEY DESCRIPTION) 5918 FEET FROM STATION MC INTOSH (SEE
 BR0723'DESCRIPTION THEREOF) N 58 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0718 ***********************************************************************
 BR0718  DESIGNATION -  5 C 15
 BR0718  PID         -  BR0718
 BR0718  STATE/COUNTY-  GA/LIBERTY
 BR0718  USGS QUAD   -  HINESVILLE (1973)
 BR0718
 BR0718                         *CURRENT SURVEY CONTROL
 BR0718  ___________________________________________________________________
 BR0718* NAD 83(1994)-  31 49 31.80597(N)    081 31 49.27523(W)     ADJUSTED  
 BR0718* NAVD 88     -         6.308  (meters)      20.70   (feet)  ADJUSTED  
 BR0718  ___________________________________________________________________
 BR0718  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 BR0718  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 BR0718  DYNAMIC HT  -           6.300 (meters)      20.67  (feet)  COMP
 BR0718  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BR0718
 BR0718  HORZ ORDER  -  SECOND
 BR0718  VERT ORDER  -  SECOND    CLASS 0
 BR0718
 BR0718.The horizontal coordinates were established by classical geodetic methods
 BR0718.and adjusted by the National Geodetic Survey in September 1997..
 BR0718
 BR0718.The orthometric height was determined by differential leveling
 BR0718.and adjusted by the National Geodetic Survey in June 1991..
 BR0718
 BR0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0718
 BR0718.The geoid height was determined by GEOID03.
 BR0718
 BR0718.The dynamic height is computed by dividing the NAVD 88
 BR0718.geopotential number by the normal gravity value computed on the
 BR0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0718.degrees latitude (g = 980.6199 gals.).
 BR0718
 BR0718.The modeled gravity was interpolated from observed gravity values.
 BR0718
 BR0718;                    North         East     Units Scale Factor Converg.
 BR0718;SPC GA E     -   202,545.886   260,235.287   MT  0.99994473   +0 20 08.0
 BR0718;SPC GA E     -   664,519.29    853,788.60   sFT  0.99994473   +0 20 08.0
 BR0718;UTM  17      - 3,521,216.631   449,810.246   MT  0.99963107   -0 16 46.8
 BR0718
 BR0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0718!SPC GA E     -   1.00000379  x   0.99994473  =   0.99994852
 BR0718!UTM  17      -   1.00000379  x   0.99963107  =   0.99963486
 BR0718
 BR0718:                Primary Azimuth Mark                     Grid Az
 BR0718:SPC GA E     -  5 C 14                                   057 39 30.4
 BR0718:UTM  17      -  5 C 14                                   058 16 25.2
 BR0718
 BR0718|---------------------------------------------------------------------|
 BR0718| PID    Reference Object                     Distance      Geod. Az  |
 BR0718|                                                           dddmmss.s |
 BR0718| BR0723 5 C 14                              APPROX. 1.8 KM 0575938.4 |
 BR0718| BR0869 MCINTOSH RESET                       47.443 METERS 23230     |
 BR0718|---------------------------------------------------------------------|
 BR0718
 BR0718                          SUPERSEDED SURVEY CONTROL
 BR0718
 BR0718  NAD 83(1986)-  31 49 31.81538(N)    081 31 49.28336(W) AD(       ) 2
 BR0718  NAD 27      -  31 49 31.05400(N)    081 31 49.88300(W) AD(       ) 2
 BR0718  NGVD 29 (??/??/92)    6.62   (m)           21.7    (f) COMPUTED    2 0
 BR0718
 BR0718.Superseded values are not recommended for survey control.
 BR0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0718.See file dsdata.txt to determine how the superseded data were derived.
 BR0718
 BR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4981021217(NAD 83)
 BR0718_MARKER: Z = SEE DESCRIPTION
 BR0718_SETTING: 0 = UNSPECIFIED SETTING
 BR0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0718
 BR0718  HISTORY     - Date     Condition        Report By
 BR0718  HISTORY     - 1935     MONUMENTED       GAGS
 BR0718
 BR0718                          STATION DESCRIPTION
 BR0718
 BR0718'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 BR0718'A MONUMENT OF THE GEORGIA GEODETIC SURVEY, 155.65 FEET FROM
 BR0718'STATION MC INTOSH (SEE DESCRIPTION THEREOF) N 52 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0712 ***********************************************************************
 BR0712  DESIGNATION -  5 C 16
 BR0712  PID         -  BR0712
 BR0712  STATE/COUNTY-  GA/LIBERTY
 BR0712  USGS QUAD   -  HINESVILLE (1973)
 BR0712
 BR0712                         *CURRENT SURVEY CONTROL
 BR0712  ___________________________________________________________________
 BR0712* NAD 83(1986)-  31 48 41.     (N)    081 33 25.     (W)     SCALED    
 BR0712* NAVD 88     -         4.856  (meters)      15.93   (feet)  ADJUSTED  
 BR0712  ___________________________________________________________________
 BR0712  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 BR0712  DYNAMIC HT  -           4.851 (meters)      15.92  (feet)  COMP
 BR0712  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 BR0712
 BR0712  VERT ORDER  -  SECOND    CLASS 0
 BR0712
 BR0712.The horizontal coordinates were scaled from a topographic map and have
 BR0712.an estimated accuracy of +/- 6 seconds.
 BR0712
 BR0712.The orthometric height was determined by differential leveling
 BR0712.and adjusted by the National Geodetic Survey in June 1991..
 BR0712
 BR0712.The geoid height was determined by GEOID03.
 BR0712
 BR0712.The dynamic height is computed by dividing the NAVD 88
 BR0712.geopotential number by the normal gravity value computed on the
 BR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0712.degrees latitude (g = 980.6199 gals.).
 BR0712
 BR0712.The modeled gravity was interpolated from observed gravity values.
 BR0712
 BR0712;                    North         East    Units  Estimated Accuracy
 BR0712;SPC GA E     -   200,970.      257,730.      MT  (+/- 180 meters Scaled)
 BR0712
 BR0712                          SUPERSEDED SURVEY CONTROL
 BR0712
 BR0712  NGVD 29 (??/??/92)    5.17   (m)           17.0    (f) COMPUTED    2 0
 BR0712
 BR0712.Superseded values are not recommended for survey control.
 BR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0712.See file dsdata.txt to determine how the superseded data were derived.
 BR0712
 BR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR472196(NAD 83)
 BR0712_MARKER: Z = SEE DESCRIPTION
 BR0712_SETTING: 0 = UNSPECIFIED SETTING
 BR0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0712
 BR0712  HISTORY     - Date     Condition        Report By
 BR0712  HISTORY     - 1935     MONUMENTED       GAGS
 BR0712
 BR0712                          STATION DESCRIPTION
 BR0712
 BR0712'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 BR0712'A MONUMENT OF THE GEORGIA GEODETIC SURVEY, (SEE GEORGIA GEODETIC
 BR0712'SURVEY DESCRIPTION) 9431 FEET FROM MC INTOSH (SEE DESCRIPTION
 BR0712'THEREOF) S 58 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0496 ***********************************************************************
 BR0496  DESIGNATION -  5 C 3
 BR0496  PID         -  BR0496
 BR0496  STATE/COUNTY-  GA/BRYAN
 BR0496  USGS QUAD   -  RICHMOND HILL (1997)
 BR0496
 BR0496                         *CURRENT SURVEY CONTROL
 BR0496  ___________________________________________________________________
 BR0496* NAD 83(1986)-  31 55 35.     (N)    081 20 23.     (W)     SCALED    
 BR0496* NAVD 88     -         5.723  (meters)      18.78   (feet)  ADJUSTED  
 BR0496  ___________________________________________________________________
 BR0496  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 BR0496  DYNAMIC HT  -           5.716 (meters)      18.75  (feet)  COMP
 BR0496  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 BR0496
 BR0496  VERT ORDER  -  SECOND    CLASS 0
 BR0496
 BR0496.The horizontal coordinates were scaled from a topographic map and have
 BR0496.an estimated accuracy of +/- 6 seconds.
 BR0496
 BR0496.The orthometric height was determined by differential leveling
 BR0496.and adjusted by the National Geodetic Survey in June 1991..
 BR0496
 BR0496.The geoid height was determined by GEOID03.
 BR0496
 BR0496.The dynamic height is computed by dividing the NAVD 88
 BR0496.geopotential number by the normal gravity value computed on the
 BR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0496.degrees latitude (g = 980.6199 gals.).
 BR0496
 BR0496.The modeled gravity was interpolated from observed gravity values.
 BR0496
 BR0496;                    North         East    Units  Estimated Accuracy
 BR0496;SPC GA E     -   213,850.      278,200.      MT  (+/- 180 meters Scaled)
 BR0496
 BR0496                          SUPERSEDED SURVEY CONTROL
 BR0496
 BR0496  NGVD 29 (??/??/92)    6.036  (m)           19.80   (f) ADJ UNCH    2 0
 BR0496
 BR0496.Superseded values are not recommended for survey control.
 BR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0496.See file dsdata.txt to determine how the superseded data were derived.
 BR0496
 BR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR678323(NAD 83)
 BR0496_MARKER: DB = BENCH MARK DISK
 BR0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0496+STABILITY: SURFACE MOTION
 BR0496
 BR0496  HISTORY     - Date     Condition        Report By
 BR0496  HISTORY     - UNK      MONUMENTED       CGS
 BR0496  HISTORY     - 1955     GOOD             NGS
 BR0496  HISTORY     - 1958     MARK NOT FOUND   NGS
 BR0496
 BR0496                          STATION DESCRIPTION
 BR0496
 BR0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BR0496'2.3 MI SW FROM WAYS.
 BR0496'2.3 MILES SOUTHWEST OF THE RAILWAY STATION AT WAYS, 1.6 MILES
 BR0496'SOUTHWEST OF AN OVERHEAD BRIDGE ON U.S. HWY. 17, 1.5 MILES
 BR0496'NORTHEAST OF DANIELS CROSSING, BETWEEN RAILROAD AND WESTERN
 BR0496'UNION TELEGRAPH POLE 845, AND 8 FT. NORTHWEST OF NORTHWEST
 BR0496'RAIL OF NORTHWEST TRACK.  A STANDARD DISK SET IN THE TOP OF A
 BR0496'CONCRETE POST 1 INCH ABOVE GROUND.
 BR0496
 BR0496                          STATION RECOVERY (1958)
 BR0496
 BR0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BR0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0494 ***********************************************************************
 BR0494  DESIGNATION -  5 C 4
 BR0494  PID         -  BR0494
 BR0494  STATE/COUNTY-  GA/BRYAN
 BR0494  USGS QUAD   -  RICHMOND HILL (1997)
 BR0494
 BR0494                         *CURRENT SURVEY CONTROL
 BR0494  ___________________________________________________________________
 BR0494* NAD 83(1986)-  31 55 24.     (N)    081 20 45.     (W)     SCALED    
 BR0494* NAVD 88     -         4.665  (meters)      15.31   (feet)  ADJUSTED  
 BR0494  ___________________________________________________________________
 BR0494  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 BR0494  DYNAMIC HT  -           4.659 (meters)      15.29  (feet)  COMP
 BR0494  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 BR0494
 BR0494  VERT ORDER  -  FIRST     CLASS II
 BR0494
 BR0494.The horizontal coordinates were scaled from a topographic map and have
 BR0494.an estimated accuracy of +/- 6 seconds.
 BR0494
 BR0494.The orthometric height was determined by differential leveling
 BR0494.and adjusted by the National Geodetic Survey in June 1991..
 BR0494.WARNING-Repeat measurements at this control monument indicate possible
 BR0494.vertical movement.
 BR0494
 BR0494.The geoid height was determined by GEOID03.
 BR0494
 BR0494.The dynamic height is computed by dividing the NAVD 88
 BR0494.geopotential number by the normal gravity value computed on the
 BR0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0494.degrees latitude (g = 980.6199 gals.).
 BR0494
 BR0494.The modeled gravity was interpolated from observed gravity values.
 BR0494
 BR0494;                    North         East    Units  Estimated Accuracy
 BR0494;SPC GA E     -   213,510.      277,620.      MT  (+/- 180 meters Scaled)
 BR0494
 BR0494                          SUPERSEDED SURVEY CONTROL
 BR0494
 BR0494  NGVD 29 (??/??/92)    4.952  (m)           16.25   (f) ADJ UNCH    1 2
 BR0494
 BR0494.Superseded values are not recommended for survey control.
 BR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0494.See file dsdata.txt to determine how the superseded data were derived.
 BR0494
 BR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR673319(NAD 83)
 BR0494_MARKER: DD = SURVEY DISK
 BR0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0494_STAMPING: 5 C 4
 BR0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0494+STABILITY: SURFACE MOTION
 BR0494
 BR0494  HISTORY     - Date     Condition        Report By
 BR0494  HISTORY     - UNK      MONUMENTED       GAGS
 BR0494  HISTORY     - 1955     GOOD             NGS
 BR0494  HISTORY     - 1958     MARK NOT FOUND   NGS
 BR0494
 BR0494                          STATION DESCRIPTION
 BR0494
 BR0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BR0494'2.7 MI SW FROM RICHMOND HILL.
 BR0494'ABOUT 2.7 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE
 BR0494'RAILROAD FROM THE STATION AT RICHMOND HILL, ABOUT 1.2 MILES
 BR0494'NORTHEAST OF THE CROSSROAD AT DANIEL, 632 YARDS NORTHEAST
 BR0494'OF MILE POST S 19 - 510, ABOUT 340 YARDS NORTHEAST OF A
 BR0494'STATION ONE MILE SIGN, 8.8 FEET NORTHWEST OF NORTHWEST RAIL
 BR0494'OF NORTHWEST TRACK, 89 1/2 FEET SOUTH OF TELEPHONE POLE NO. 859,
 BR0494'91 1/2 FEET EAST OF TELEPHONE POLE NO. 860, ABOUT 2 FEET BELOW
 BR0494'LEVEL OF TRACK, ON RAILROAD FILL AND SET IN THE TOP OF A
 BR0494'CONCRETE POST ABOUT FLUSH WITH GROUND.
 BR0494
 BR0494                          STATION RECOVERY (1958)
 BR0494
 BR0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BR0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0234 ***********************************************************************
 BS0234  DESIGNATION -  5 C 45
 BS0234  PID         -  BS0234
 BS0234  STATE/COUNTY-  GA/PIERCE
 BS0234  USGS QUAD   -  SCREVEN (1988)
 BS0234
 BS0234                         *CURRENT SURVEY CONTROL
 BS0234  ___________________________________________________________________
 BS0234* NAD 83(1994)-  31 24 25.99087(N)    082 06 36.95330(W)     ADJUSTED  
 BS0234* NAVD 88     -        32.025  (meters)     105.07   (feet)  ADJUSTED  
 BS0234  ___________________________________________________________________
 BS0234  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 BS0234  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BS0234  DYNAMIC HT  -          31.987 (meters)     104.94  (feet)  COMP
 BS0234  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BS0234
 BS0234  HORZ ORDER  -  SECOND
 BS0234  VERT ORDER  -  FIRST     CLASS II
 BS0234
 BS0234.The horizontal coordinates were established by classical geodetic methods
 BS0234.and adjusted by the National Geodetic Survey in September 1997..
 BS0234
 BS0234.The orthometric height was determined by differential leveling
 BS0234.and adjusted by the National Geodetic Survey in June 1991..
 BS0234
 BS0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0234
 BS0234.The geoid height was determined by GEOID03.
 BS0234
 BS0234.The dynamic height is computed by dividing the NAVD 88
 BS0234.geopotential number by the normal gravity value computed on the
 BS0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0234.degrees latitude (g = 980.6199 gals.).
 BS0234
 BS0234.The modeled gravity was interpolated from observed gravity values.
 BS0234
 BS0234;                    North         East     Units Scale Factor Converg.
 BS0234;SPC GA E     -   155,996.357   205,363.056   MT  0.99990035   +0 01 45.8
 BS0234;SPC GA E     -   511,798.05    673,761.96   sFT  0.99990035   +0 01 45.8
 BS0234;UTM  17      - 3,475,266.462   394,457.438   MT  0.99973739   -0 34 43.1
 BS0234
 BS0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0234!SPC GA E     -   0.99999946  x   0.99990035  =   0.99989981
 BS0234!UTM  17      -   0.99999946  x   0.99973739  =   0.99973685
 BS0234
 BS0234                          SUPERSEDED SURVEY CONTROL
 BS0234
 BS0234  NAD 83(1986)-  31 24 26.00349(N)    082 06 36.96414(W) AD(       ) 2
 BS0234  NAD 27      -  31 24 25.22500(N)    082 06 37.54100(W) AD(       ) 2
 BS0234  NGVD 29 (??/??/92)   32.29   (m)          105.9    (f) COMPUTED    1 2
 BS0234
 BS0234.Superseded values are not recommended for survey control.
 BS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0234.See file dsdata.txt to determine how the superseded data were derived.
 BS0234
 BS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ9445775266(NAD 83)
 BS0234_MARKER: DD = SURVEY DISK
 BS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0234_STAMPING: 5 C 45
 BS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0234+STABILITY: SURFACE MOTION
 BS0234
 BS0234  HISTORY     - Date     Condition        Report By
 BS0234  HISTORY     - 1935     MONUMENTED       GAGS
 BS0234  HISTORY     - 1961     SEE DESCRIPTION  NGS
 BS0234  HISTORY     - 1968     GOOD             NGS
 BS0234
 BS0234                          STATION DESCRIPTION
 BS0234
 BS0234'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 BS0234'AT OFFERMAN, 18 PACES EAST OF SOUTHEAST CORNER OF ATLANTIC COAST LINE
 BS0234'RAILROAD STATION, 5 PACES NORTHEAST OF CENTER LINE OF MAIN
 BS0234'NORTHWEST-SOUTHEAST TRACK AND 2 PACES NORTHWEST OF CENTER LINE OF
 BS0234'MAIN NORTHEAST-SOUTHWEST TRACK.  STATION IS A STATE SURVEY STANDARD
 BS0234'DISK, 2 INCHES BELOW SURFACE OF GROUND AND 148.21 FEET SOUTH OF
 BS0234'OFFERMAN (SEE DESCRIPTION THEREOF) S 4 DEG 33 MIN W.
 BS0234
 BS0234                          STATION RECOVERY (1961)
 BS0234
 BS0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BS0234'2.5 MI NE FROM PATTERSON.
 BS0234'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM THE
 BS0234'INTERSECTION OF STATE HIGHWAY 32 AT PATTERSON, THENCE 0.2 MILE
 BS0234'SOUTHEAST ALONG A BLACK TOP ROAD, THENCE 0.15 MILE NORTHEAST ALONG
 BS0234'THE ATLANTIC COAST LINE RAILROAD, AT THE NOW ABANDONED STATION
 BS0234'SITE AT OFFERMAN, BETWEEN THE MAIN TRACK AND A SIDE TRACK, 148
 BS0234'FEET SOUTH AND ACROSS THE SIDE TRACK FROM TRIANGULATION STATION
 BS0234'OFFERMAN, 4.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 BS0234'TRACK, 6.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDE
 BS0234'TRACK, 56 FEET NORTH AND ACROSS THE MAIN TRACK FROM A TELEGRAPH
 BS0234'POLE, 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND 0.2 FOOT BELOW
 BS0234'THE SURFACE OF THE GROUND, SET IN THE TOP OF A CONCRETE POST.
 BS0234
 BS0234                          STATION RECOVERY (1968)
 BS0234
 BS0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0538 ***********************************************************************
 BR0538  DESIGNATION -  5 C 5
 BR0538  PID         -  BR0538
 BR0538  STATE/COUNTY-  GA/BRYAN
 BR0538  USGS QUAD   -  LIMERICK NW (1973)
 BR0538
 BR0538                         *CURRENT SURVEY CONTROL
 BR0538  ___________________________________________________________________
 BR0538* NAD 83(1986)-  31 54 25.     (N)    081 22 33.     (W)     SCALED    
 BR0538* NAVD 88     -         5.314  (meters)      17.43   (feet)  ADJUSTED  
 BR0538  ___________________________________________________________________
 BR0538  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 BR0538  DYNAMIC HT  -           5.308 (meters)      17.41  (feet)  COMP
 BR0538  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 BR0538
 BR0538  VERT ORDER  -  SECOND    CLASS 0
 BR0538
 BR0538.The horizontal coordinates were scaled from a topographic map and have
 BR0538.an estimated accuracy of +/- 6 seconds.
 BR0538
 BR0538.The orthometric height was determined by differential leveling
 BR0538.and adjusted by the National Geodetic Survey in June 1991..
 BR0538
 BR0538.The geoid height was determined by GEOID03.
 BR0538
 BR0538.The dynamic height is computed by dividing the NAVD 88
 BR0538.geopotential number by the normal gravity value computed on the
 BR0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0538.degrees latitude (g = 980.6199 gals.).
 BR0538
 BR0538.The modeled gravity was interpolated from observed gravity values.
 BR0538
 BR0538;                    North         East    Units  Estimated Accuracy
 BR0538;SPC GA E     -   211,670.      274,800.      MT  (+/- 180 meters Scaled)
 BR0538
 BR0538                          SUPERSEDED SURVEY CONTROL
 BR0538
 BR0538  NGVD 29 (??/??/92)    5.626  (m)           18.46   (f) ADJ UNCH    2 0
 BR0538
 BR0538.Superseded values are not recommended for survey control.
 BR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0538.See file dsdata.txt to determine how the superseded data were derived.
 BR0538
 BR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR644301(NAD 83)
 BR0538_MARKER: DB = BENCH MARK DISK
 BR0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0538_STAMPING: 5 C 7
 BR0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0538+STABILITY: SURFACE MOTION
 BR0538
 BR0538  HISTORY     - Date     Condition        Report By
 BR0538  HISTORY     - UNK      MONUMENTED       CGS
 BR0538  HISTORY     - 1935     GOOD             NGS
 BR0538  HISTORY     - 1955     MARK NOT FOUND   NGS
 BR0538
 BR0538                          STATION DESCRIPTION
 BR0538
 BR0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BR0538'3.5 MI NE FROM FLEMING.
 BR0538'3.5 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD,
 BR0538'FROM THE STATION AT FLEMING, 0.8 MILES SOUTHWEST OF DANIELS
 BR0538'CROSSING, 0.45 MILES NORTHEAST OF MILEPOST 21, 0.30 MILES
 BR0538'NORTHEAST OF A RAILROAD CROSSING, 37 FEET SOUTHEAST OF THE
 BR0538'SOUTHEAST RAIL OF SOUTH TRACK, 32 FEET NORTHWEST OF A RAILWAY
 BR0538'FENCE, ACROSS TRACKS FROM A WHISTLE POST.  A STANDARD DISK SET
 BR0538'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 BR0538
 BR0538                          STATION RECOVERY (1955)
 BR0538
 BR0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BR0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0536 ***********************************************************************
 BR0536  DESIGNATION -  5 C 6
 BR0536  PID         -  BR0536
 BR0536  STATE/COUNTY-  GA/BRYAN
 BR0536  USGS QUAD   -  LIMERICK NW (1973)
 BR0536
 BR0536                         *CURRENT SURVEY CONTROL
 BR0536  ___________________________________________________________________
 BR0536* NAD 83(1986)-  31 54 15.     (N)    081 22 54.     (W)     SCALED    
 BR0536* NAVD 88     -         4.847  (meters)      15.90   (feet)  ADJUSTED  
 BR0536  ___________________________________________________________________
 BR0536  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 BR0536  DYNAMIC HT  -           4.841 (meters)      15.88  (feet)  COMP
 BR0536  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BR0536
 BR0536  VERT ORDER  -  SECOND    CLASS 0
 BR0536
 BR0536.The horizontal coordinates were scaled from a topographic map and have
 BR0536.an estimated accuracy of +/- 6 seconds.
 BR0536
 BR0536.The orthometric height was determined by differential leveling
 BR0536.and adjusted by the National Geodetic Survey in June 1991..
 BR0536
 BR0536.The geoid height was determined by GEOID03.
 BR0536
 BR0536.The dynamic height is computed by dividing the NAVD 88
 BR0536.geopotential number by the normal gravity value computed on the
 BR0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0536.degrees latitude (g = 980.6199 gals.).
 BR0536
 BR0536.The modeled gravity was interpolated from observed gravity values.
 BR0536
 BR0536;                    North         East    Units  Estimated Accuracy
 BR0536;SPC GA E     -   211,360.      274,250.      MT  (+/- 180 meters Scaled)
 BR0536
 BR0536                          SUPERSEDED SURVEY CONTROL
 BR0536
 BR0536  NGVD 29 (??/??/92)    5.159  (m)           16.93   (f) ADJ UNCH    2 0
 BR0536
 BR0536.Superseded values are not recommended for survey control.
 BR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0536.See file dsdata.txt to determine how the superseded data were derived.
 BR0536
 BR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR639298(NAD 83)
 BR0536_MARKER: DB = BENCH MARK DISK
 BR0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0536_STAMPING: 5 C 6
 BR0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0536+STABILITY: SURFACE MOTION
 BR0536
 BR0536  HISTORY     - Date     Condition        Report By
 BR0536  HISTORY     - UNK      MONUMENTED       CGS
 BR0536  HISTORY     - 1935     GOOD             NGS
 BR0536  HISTORY     - 1955     MARK NOT FOUND   NGS
 BR0536
 BR0536                          STATION DESCRIPTION
 BR0536
 BR0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BR0536'3.1 MI NE FROM FLEMING.
 BR0536'3.1 MILES NORTHEAST OF THE STATION AT FLEMING, 1.2 MILES
 BR0536'SOUTHWEST OF DANIELS CROSSING, 225 YARDS SOUTHWEST OF THE
 BR0536'CENTERLINE OF A RAILROAD CROSSING, 115 YARDS SOUTHWEST OF
 BR0536'MILEPOST 21, 60 YARDS NORTHEAST OF SIGNAL TOWERS 5120 AND 5119,
 BR0536'100 YARDS WEST OF A SMALL CABIN, 66.8 FEET SOUTHEAST OF THE
 BR0536'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND 8 FEET NORTHWEST
 BR0536'OF A RAILWAY FENCE.  A STANDARD DISK SET IN THE TOP OF A
 BR0536'CONCRETE POST 2 INCHES ABOVE GROUND.
 BR0536
 BR0536                          STATION RECOVERY (1955)
 BR0536
 BR0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BR0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0534 ***********************************************************************
 BR0534  DESIGNATION -  5 C 7
 BR0534  PID         -  BR0534
 BR0534  STATE/COUNTY-  GA/LIBERTY
 BR0534  USGS QUAD   -  LIMERICK NW (1973)
 BR0534
 BR0534                         *CURRENT SURVEY CONTROL
 BR0534  ___________________________________________________________________
 BR0534* NAD 83(1986)-  31 53 19.     (N)    081 24 40.     (W)     SCALED    
 BR0534* NAVD 88     -         5.313  (meters)      17.43   (feet)  ADJUSTED  
 BR0534  ___________________________________________________________________
 BR0534  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 BR0534  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 BR0534  MODELED GRAV-     979,457.8   (mgal)                       NAVD 88
 BR0534
 BR0534  VERT ORDER  -  SECOND    CLASS 0
 BR0534
 BR0534.The horizontal coordinates were scaled from a topographic map and have
 BR0534.an estimated accuracy of +/- 6 seconds.
 BR0534
 BR0534.The orthometric height was determined by differential leveling
 BR0534.and adjusted by the National Geodetic Survey in June 1991..
 BR0534
 BR0534.The geoid height was determined by GEOID03.
 BR0534
 BR0534.The dynamic height is computed by dividing the NAVD 88
 BR0534.geopotential number by the normal gravity value computed on the
 BR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0534.degrees latitude (g = 980.6199 gals.).
 BR0534
 BR0534.The modeled gravity was interpolated from observed gravity values.
 BR0534
 BR0534;                    North         East    Units  Estimated Accuracy
 BR0534;SPC GA E     -   209,620.      271,480.      MT  (+/- 180 meters Scaled)
 BR0534
 BR0534                          SUPERSEDED SURVEY CONTROL
 BR0534
 BR0534  NGVD 29 (??/??/92)    5.624  (m)           18.45   (f) ADJ UNCH    2 0
 BR0534
 BR0534.Superseded values are not recommended for survey control.
 BR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0534.See file dsdata.txt to determine how the superseded data were derived.
 BR0534
 BR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR611281(NAD 83)
 BR0534_MARKER: DB = BENCH MARK DISK
 BR0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0534+STABILITY: SURFACE MOTION
 BR0534
 BR0534  HISTORY     - Date     Condition        Report By
 BR0534  HISTORY     - UNK      MONUMENTED       CGS
 BR0534  HISTORY     - 1955     GOOD             NGS
 BR0534
 BR0534                          STATION DESCRIPTION
 BR0534
 BR0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BR0534'1.1 MI NE FROM FLEMING.
 BR0534'1.1 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BR0534'FROM THE STATION AT FLEMING, 7 TELEGRAPH POLES NORTHEAST
 BR0534'OF SIGNAL TOWER 5140, 4 TELEGRAPH POLES NORTHEAST OF
 BR0534'(STATION 1 MILE) SIGN, 285 YARDS SOUTHWEST OF MILEPOST 23, 56.5
 BR0534'FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, AND 4
 BR0534'FEET SOUTHEAST OF RAILWAY FENCE.  A STANDARD DISK SET IN
 BR0534'THE TOP OF A CONCRETE POST, PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0532 ***********************************************************************
 BR0532  DESIGNATION -  5 C 8
 BR0532  PID         -  BR0532
 BR0532  STATE/COUNTY-  GA/LIBERTY
 BR0532  USGS QUAD   -  LIMERICK NW (1973)
 BR0532
 BR0532                         *CURRENT SURVEY CONTROL
 BR0532  ___________________________________________________________________
 BR0532* NAD 83(1986)-  31 53 10.     (N)    081 24 59.     (W)     SCALED    
 BR0532* NAVD 88     -         5.615  (meters)      18.42   (feet)  ADJUSTED  
 BR0532  ___________________________________________________________________
 BR0532  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 BR0532  DYNAMIC HT  -           5.608 (meters)      18.40  (feet)  COMP
 BR0532  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 BR0532
 BR0532  VERT ORDER  -  SECOND    CLASS 0
 BR0532
 BR0532.The horizontal coordinates were scaled from a topographic map and have
 BR0532.an estimated accuracy of +/- 6 seconds.
 BR0532
 BR0532.The orthometric height was determined by differential leveling
 BR0532.and adjusted by the National Geodetic Survey in June 1991..
 BR0532
 BR0532.The geoid height was determined by GEOID03.
 BR0532
 BR0532.The dynamic height is computed by dividing the NAVD 88
 BR0532.geopotential number by the normal gravity value computed on the
 BR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0532.degrees latitude (g = 980.6199 gals.).
 BR0532
 BR0532.The modeled gravity was interpolated from observed gravity values.
 BR0532
 BR0532;                    North         East    Units  Estimated Accuracy
 BR0532;SPC GA E     -   209,340.      270,980.      MT  (+/- 180 meters Scaled)
 BR0532
 BR0532                          SUPERSEDED SURVEY CONTROL
 BR0532
 BR0532  NGVD 29 (??/??/92)    5.925  (m)           19.44   (f) ADJ UNCH    2 0
 BR0532
 BR0532.Superseded values are not recommended for survey control.
 BR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0532.See file dsdata.txt to determine how the superseded data were derived.
 BR0532
 BR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR606278(NAD 83)
 BR0532_MARKER: DB = BENCH MARK DISK
 BR0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0532_STAMPING: 5 C 8
 BR0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0532+STABILITY: SURFACE MOTION
 BR0532
 BR0532  HISTORY     - Date     Condition        Report By
 BR0532  HISTORY     - UNK      MONUMENTED       CGS
 BR0532  HISTORY     - 1935     GOOD             NGS
 BR0532
 BR0532                          STATION DESCRIPTION
 BR0532
 BR0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BR0532'0.8 MI NE FROM FLEMING.
 BR0532'0.8 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD, FROM
 BR0532'THE STATION AT FLEMING, 8 TELEGRAPH POLES SOUTHWEST OF SIGNAL
 BR0532'TOWER 5140, 75 FT. NORTH OF THE CENTERLINE OF A DIM RAILROAD
 BR0532'CROSSING, 55 FT. NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK,
 BR0532'4 FEET SOUTHEAST OF A RAILWAY FENCE, AND NEAR WESTERN UNION
 BR0532'TELEGRAPH POLE 1052.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BR0532'POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0352 ***********************************************************************
 CK0352  DESIGNATION -  5 CH 13
 CK0352  PID         -  CK0352
 CK0352  STATE/COUNTY-  GA/CHATHAM
 CK0352  USGS QUAD   -  MELDRIM SE (1976)
 CK0352
 CK0352                         *CURRENT SURVEY CONTROL
 CK0352  ___________________________________________________________________
 CK0352* NAD 83(1986)-  32 07 19.     (N)    081 18 15.     (W)     SCALED    
 CK0352* NAVD 88     -         5.903  (meters)      19.37   (feet)  ADJUSTED  
 CK0352  ___________________________________________________________________
 CK0352  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 CK0352  DYNAMIC HT  -           5.896 (meters)      19.34  (feet)  COMP
 CK0352  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 CK0352
 CK0352  VERT ORDER  -  FIRST     CLASS II
 CK0352
 CK0352.The horizontal coordinates were scaled from a topographic map and have
 CK0352.an estimated accuracy of +/- 6 seconds.
 CK0352
 CK0352.The orthometric height was determined by differential leveling
 CK0352.and adjusted by the National Geodetic Survey in June 1991..
 CK0352
 CK0352.The geoid height was determined by GEOID03.
 CK0352
 CK0352.The dynamic height is computed by dividing the NAVD 88
 CK0352.geopotential number by the normal gravity value computed on the
 CK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0352.degrees latitude (g = 980.6199 gals.).
 CK0352
 CK0352.The modeled gravity was interpolated from observed gravity values.
 CK0352
 CK0352;                    North         East    Units  Estimated Accuracy
 CK0352;SPC GA E     -   235,560.      281,390.      MT  (+/- 180 meters Scaled)
 CK0352
 CK0352                          SUPERSEDED SURVEY CONTROL
 CK0352
 CK0352  NGVD 29 (03/21/89)    6.161  (m)           20.21   (f) ADJUSTED    1 2
 CK0352
 CK0352.Superseded values are not recommended for survey control.
 CK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0352.See file dsdata.txt to determine how the superseded data were derived.
 CK0352
 CK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR713539(NAD 83)
 CK0352_MARKER: DD = SURVEY DISK
 CK0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0352_SP_SET: STOVE PIPE
 CK0352_STAMPING: 5 CH 13
 CK0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0352
 CK0352  HISTORY     - Date     Condition        Report By
 CK0352  HISTORY     - UNK      MONUMENTED       GAGS
 CK0352  HISTORY     - 1955     GOOD             NGS
 CK0352  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CK0352
 CK0352                          STATION DESCRIPTION
 CK0352
 CK0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0352'4.6 MI E FROM MELDRIM.
 CK0352'ABOUT 4.55 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 CK0352'THE UNION STATION AT MELDRIM, AT THE CROSSING OF A ROAD LEADING
 CK0352'NORTH TO BLOOMINGDALE ON U.S. HIGHWAY 80, 30.3 FEET NORTH OF
 CK0352'NORTH RAIL, 43 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD AND ON
 CK0352'THE OUTSIDE OF A CURVE IN ROAD, 62 FEET NORTHEAST OF CENTER OF
 CK0352'CROSSING, ABOUT 2 FEET EAST OF THE EXTENDED CENTER LINE OF NORTH
 CK0352'TANGENT OF ROAD, 27 FEET SOUTH-SOUTHEAST OF A POWER LINE BRACE
 CK0352'POLE, 23 1/2 FEET SOUTHEAST OF EAST END OF A 15-INCH CONCRETE PIPE
 CK0352'CULVERT UNDER ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CK0352'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A 6-INCH
 CK0352'CONCRETE FILLED STOVE PIPE PROJECTING 1 INCH.  NOTE-- MARK IS
 CK0352'ABOUT 0.75 MILE AND 0.65 MILE RESPECTIVELY SOUTH ALONG A GRADED
 CK0352'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 80 AND THE BAPTIST CHURCH
 CK0352'AT BLOOMINGDALE.
 CK0352
 CK0352                          STATION RECOVERY (1989)
 CK0352
 CK0352'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1797 ***********************************************************************
 BD1797  DESIGNATION -  5 H 7
 BD1797  PID         -  BD1797
 BD1797  STATE/COUNTY-  GA/THOMAS
 BD1797  USGS QUAD   -  MERRILLVILLE (1988)
 BD1797
 BD1797                         *CURRENT SURVEY CONTROL
 BD1797  ___________________________________________________________________
 BD1797* NAD 83(1986)-  30 54 27.     (N)    083 53 33.     (W)     SCALED    
 BD1797* NAVD 88     -        83.325  (meters)     273.38   (feet)  ADJUSTED  
 BD1797  ___________________________________________________________________
 BD1797  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BD1797  DYNAMIC HT  -          83.220 (meters)     273.03  (feet)  COMP
 BD1797  MODELED GRAV-     979,378.1   (mgal)                       NAVD 88
 BD1797
 BD1797  VERT ORDER  -  SECOND    CLASS 0
 BD1797
 BD1797.The horizontal coordinates were scaled from a topographic map and have
 BD1797.an estimated accuracy of +/- 6 seconds.
 BD1797
 BD1797.The orthometric height was determined by differential leveling
 BD1797.and adjusted by the National Geodetic Survey in June 1991..
 BD1797
 BD1797.The geoid height was determined by GEOID03.
 BD1797
 BD1797.The dynamic height is computed by dividing the NAVD 88
 BD1797.geopotential number by the normal gravity value computed on the
 BD1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1797.degrees latitude (g = 980.6199 gals.).
 BD1797
 BD1797.The modeled gravity was interpolated from observed gravity values.
 BD1797
 BD1797;                    North         East    Units  Estimated Accuracy
 BD1797;SPC GA W     -   100,630.      726,210.      MT  (+/- 180 meters Scaled)
 BD1797
 BD1797                          SUPERSEDED SURVEY CONTROL
 BD1797
 BD1797  NGVD 29 (??/??/92)   83.476  (m)          273.87   (f) ADJ UNCH    2 0
 BD1797
 BD1797.Superseded values are not recommended for survey control.
 BD1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1797.See file dsdata.txt to determine how the superseded data were derived.
 BD1797
 BD1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ235229(NAD 83)
 BD1797_MARKER: DD = SURVEY DISK
 BD1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1797_STAMPING: 5 H 7
 BD1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1797+STABILITY: SURFACE MOTION
 BD1797
 BD1797  HISTORY     - Date     Condition        Report By
 BD1797  HISTORY     - UNK      MONUMENTED       USGS
 BD1797  HISTORY     - 1934     GOOD             NGS
 BD1797
 BD1797                          STATION DESCRIPTION
 BD1797
 BD1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BD1797'3.3 MI S FROM MERRILLVILLE.
 BD1797'ABOUT 3.3 MILES SOUTH ALONG THE ATLANTA, BIRMINGHAM AND COAST
 BD1797'RAILROAD FROM THE STATION AT MERRILLVILLE, THOMAS COUNTY, ABOUT
 BD1797'0.6 MILE NORTH OF DILLON, ABOUT 0.2 MILE NORTH OF A DIRT-ROAD
 BD1797'CROSSING, ABOUT 5 RAILS NORTH OF AN S SIGN, 14.4 FEET WEST OF THE
 BD1797'WEST RAIL, 23.2 FEET EAST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN
 BD1797'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 5 H 7 AND SET
 BD1797'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 BD1797'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2367 ***********************************************************************
 CL2367  DESIGNATION -  5 MEA
 CL2367  PID         -  CL2367
 CL2367  STATE/COUNTY-  GA/WASHINGTON
 CL2367  USGS QUAD   -  TABERNACLE (1985)
 CL2367
 CL2367                         *CURRENT SURVEY CONTROL
 CL2367  ___________________________________________________________________
 CL2367* NAD 83(1994)-  32 53 09.23113(N)    082 56 50.96773(W)     ADJUSTED  
 CL2367* NAVD 88     -       128.0    (meters)     420.     (feet)  VERTCON   
 CL2367  ___________________________________________________________________
 CL2367  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CL2367  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CL2367
 CL2367  HORZ ORDER  -  SECOND
 CL2367  VERT ORDER  -  THIRD ? (See Below)
 CL2367
 CL2367.The horizontal coordinates were established by classical geodetic methods
 CL2367.and adjusted by the National Geodetic Survey in September 1997..
 CL2367.No horizontal observational check was made to the station.
 CL2367
 CL2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2367.The vertical order pertains to the NGVD 29 superseded value.
 CL2367
 CL2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2367
 CL2367.The geoid height was determined by GEOID03.
 CL2367
 CL2367;                    North         East     Units Scale Factor Converg.
 CL2367;SPC GA E     -   320,218.599   126,942.043   MT  0.99996579   -0 25 26.3
 CL2367;SPC GA E     - 1,050,583.85    416,475.69   sFT  0.99996579   -0 25 26.3
 CL2367;UTM  17      - 3,640,319.111   317,825.183   MT  1.00000923   -1 03 27.8
 CL2367
 CL2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2367!SPC GA E     -   0.99998435  x   0.99996579  =   0.99995014
 CL2367!UTM  17      -   0.99998435  x   1.00000923  =   0.99999358
 CL2367
 CL2367                          SUPERSEDED SURVEY CONTROL
 CL2367
 CL2367  NAD 83(1986)-  32 53 09.23573(N)    082 56 50.96535(W) AD(       ) 2
 CL2367  NAD 27      -  32 53 08.67571(N)    082 56 51.45494(W) AD(       ) 2
 CL2367  NGVD 29 (07/19/86)  128.1    (m)          420.     (f) LEVELING    3  
 CL2367
 CL2367.Superseded values are not recommended for survey control.
 CL2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2367.See file dsdata.txt to determine how the superseded data were derived.
 CL2367
 CL2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1782540319(NAD 83)
 CL2367_MARKER: DB = BENCH MARK DISK
 CL2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2367
 CL2367  HISTORY     - Date     Condition        Report By
 CL2367  HISTORY     - 1977     MONUMENTED       NGS
 CL2367
 CL2367                          STATION DESCRIPTION
 CL2367
 CL2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2367'A TRAVERSE WAS MADE TO TRIANGULATION STATION BUFFALO
 CL2367'USING ELECTRONIC DISTANCE EQUIPMENT.
 CL2367'
 CL2367'THE AZIMUTH MARK, STAMPED---5 MEA 1973 421 FT---, IS A STANDARD
 CL2367'USGS BM DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 CL2367'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 91 FEET
 CL2367'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 272, 78 FEET
 CL2367'NORTH OF THE CENTERLINE OF COUNTY ROAD 9687 AND 0.8 FEET
 CL2367'NORTH OF A METAL WITNESS POST. A METAL ROD WAS DRIVEN IN THE
 CL2367'GROUND NEXT TO THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2397 ***********************************************************************
 DE2397  DESIGNATION -  5 WHC
 DE2397  PID         -  DE2397
 DE2397  STATE/COUNTY-  GA/BURKE
 DE2397  USGS QUAD   -  MC BEAN (1980)
 DE2397
 DE2397                         *CURRENT SURVEY CONTROL
 DE2397  ___________________________________________________________________
 DE2397* NAD 83(1986)-  33 08 26.     (N)    081 55 31.     (W)     SCALED    
 DE2397* NAVD 88     -        93.035  (meters)     305.23   (feet)  ADJUSTED  
 DE2397  ___________________________________________________________________
 DE2397  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DE2397  DYNAMIC HT  -          92.932 (meters)     304.89  (feet)  COMP
 DE2397  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 DE2397
 DE2397  VERT ORDER  -  FIRST     CLASS II
 DE2397
 DE2397.The horizontal coordinates were scaled from a topographic map and have
 DE2397.an estimated accuracy of +/- 6 seconds.
 DE2397
 DE2397.The orthometric height was determined by differential leveling
 DE2397.and adjusted by the National Geodetic Survey in June 1991..
 DE2397
 DE2397.The geoid height was determined by GEOID03.
 DE2397
 DE2397.The dynamic height is computed by dividing the NAVD 88
 DE2397.geopotential number by the normal gravity value computed on the
 DE2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE2397.degrees latitude (g = 980.6199 gals.).
 DE2397
 DE2397.The modeled gravity was interpolated from observed gravity values.
 DE2397
 DE2397;                    North         East    Units  Estimated Accuracy
 DE2397;SPC GA E     -   348,210.      222,520.      MT  (+/- 180 meters Scaled)
 DE2397
 DE2397                          SUPERSEDED SURVEY CONTROL
 DE2397
 DE2397.No superseded survey control is available for this station.
 DE2397
 DE2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS137672(NAD 83)
 DE2397_MARKER: DB = BENCH MARK DISK
 DE2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2397_SP_SET: CONCRETE POST
 DE2397_STAMPING: 5 WHC 1961 306
 DE2397_MARK LOGO: USGS  
 DE2397_PROJECTION: PROJECTING 15 CENTIMETERS
 DE2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2397+STABILITY: SURFACE MOTION
 DE2397
 DE2397  HISTORY     - Date     Condition        Report By
 DE2397  HISTORY     - 1961     MONUMENTED       USGS
 DE2397  HISTORY     - 1983     GOOD             GAPC
 DE2397
 DE2397                          STATION DESCRIPTION
 DE2397
 DE2397'DESCRIBED BY GEORGIA POWER COMPANY 1983
 DE2397'6.4 MI NE FROM WAYNESBORO.
 DE2397'4.25 MI NORTHEAST ALONG STATE HIGHWAY 56 FROM THE COURTHOUSE AT
 DE2397'WAYNESBORO TO THE JUNCTION OF STATE HIGHWAY 80 LEADING EAST (RIGHT),
 DE2397'THENCE ABOUT 2.15 MI EAST ALONG STATE HIGHWAY 80, ABOUT 0.05 MI WEST
 DE2397'OF MILE 7 MARKER, 114 FT NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DE2397'28.5 FT SOUTH OF THE SOUTHEAST CORNER OF A SMALL SINGLE STORY FRAME
 DE2397'HOUSE, 37.7 FT SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME HOUSE,
 DE2397'AND 3 FT EAST OF A 24 IN CHINA TREE.
 DE2397'THE MARK IS 2.2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1120 ***********************************************************************
 CK1120  DESIGNATION -  50 29.9 USE
 CK1120  PID         -  CK1120
 CK1120  STATE/COUNTY-  GA/EFFINGHAM
 CK1120  USGS QUAD   -  BRIGHTON (1978)
 CK1120
 CK1120                         *CURRENT SURVEY CONTROL
 CK1120  ___________________________________________________________________
 CK1120* NAD 83(1986)-  32 31 25.     (N)    081 15 47.     (W)     SCALED    
 CK1120* NAVD 88     -        14.213  (meters)      46.63   (feet)  ADJUSTED  
 CK1120  ___________________________________________________________________
 CK1120  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK1120  DYNAMIC HT  -          14.197 (meters)      46.58  (feet)  COMP
 CK1120  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 CK1120
 CK1120  VERT ORDER  -  FIRST     CLASS II
 CK1120
 CK1120.The horizontal coordinates were scaled from a topographic map and have
 CK1120.an estimated accuracy of +/- 6 seconds.
 CK1120
 CK1120.The orthometric height was determined by differential leveling
 CK1120.and adjusted by the National Geodetic Survey in June 1991..
 CK1120
 CK1120.The geoid height was determined by GEOID03.
 CK1120
 CK1120.The dynamic height is computed by dividing the NAVD 88
 CK1120.geopotential number by the normal gravity value computed on the
 CK1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1120.degrees latitude (g = 980.6199 gals.).
 CK1120
 CK1120.The modeled gravity was interpolated from observed gravity values.
 CK1120
 CK1120;                    North         East    Units  Estimated Accuracy
 CK1120;SPC GA E     -   280,140.      284,890.      MT  (+/- 180 meters Scaled)
 CK1120
 CK1120                          SUPERSEDED SURVEY CONTROL
 CK1120
 CK1120  NGVD 29 (03/21/89)   14.487  (m)           47.53   (f) ADJUSTED    1 2
 CK1120
 CK1120.Superseded values are not recommended for survey control.
 CK1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1120.See file dsdata.txt to determine how the superseded data were derived.
 CK1120
 CK1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR752985(NAD 83)
 CK1120_MARKER: DD = SURVEY DISK
 CK1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK1120_SP_SET: PIER
 CK1120_STAMPING: 50 29.9
 CK1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1120+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 CK1120
 CK1120  HISTORY     - Date     Condition        Report By
 CK1120  HISTORY     - UNK      MONUMENTED       DOD
 CK1120  HISTORY     - 1955     GOOD             NGS
 CK1120  HISTORY     - 20040923 GOOD             GEOCAC
 CK1120
 CK1120                          STATION DESCRIPTION
 CK1120
 CK1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1120'2.9 MI N FROM CLYO.
 CK1120'ABOUT 2.9 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK1120'THE STATION AT CLYO, ABOUT 150 YARDS SOUTH OF MILE POST 466, AT
 CK1120'THE SOUTH END OF RAILROAD BRIDGE OVER SAVANNAH RIVER AND THE
 CK1120'GEORGIA-SOUTH CAROLINA STATE LINE, IN THE TOP OF THE EAST END
 CK1120'OF THE CONCRETE PIER UNDER THE SOUTH END OF STEEL SPAN OF BRIDGE,
 CK1120'33 YARDS NORTH OF SOUTH END OF WOODEN PORTION OF BRIDGE, 4 FEET
 CK1120'EAST OF EAST RAIL, 2.2 FEET NORTHWEST OF SOUTHWEST CORNER OF STEEL
 CK1120'PLATE FASTENED TO CONCRETE PIER, AND ABOUT 6 FEET BELOW LEVEL
 CK1120'OF TRACK.
 CK1120
 CK1120                          STATION RECOVERY (2004)
 CK1120
 CK1120'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2281 ***********************************************************************
 BT2281  DESIGNATION -  50 NDS
 BT2281  PID         -  BT2281
 BT2281  STATE/COUNTY-  GA/DOUGHERTY
 BT2281  USGS QUAD   -  ALBANY EAST (1988)
 BT2281
 BT2281                         *CURRENT SURVEY CONTROL
 BT2281  ___________________________________________________________________
 BT2281* NAD 83(1994)-  31 33 21.85547(N)    084 00 12.79095(W)     ADJUSTED  
 BT2281* NAVD 88     -        70.324  (meters)     230.72   (feet)  ADJUSTED  
 BT2281  ___________________________________________________________________
 BT2281  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BT2281  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2281  DYNAMIC HT  -          70.239 (meters)     230.44  (feet)  COMP
 BT2281  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BT2281
 BT2281  HORZ ORDER  -  SECOND
 BT2281  VERT ORDER  -  SECOND    CLASS II
 BT2281
 BT2281.The horizontal coordinates were established by classical geodetic methods
 BT2281.and adjusted by the National Geodetic Survey in September 1997..
 BT2281.No horizontal observational check was made to the station.
 BT2281
 BT2281.The orthometric height was determined by differential leveling
 BT2281.and adjusted by the National Geodetic Survey in November 1996..
 BT2281
 BT2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2281
 BT2281.The geoid height was determined by GEOID03.
 BT2281
 BT2281.The dynamic height is computed by dividing the NAVD 88
 BT2281.geopotential number by the normal gravity value computed on the
 BT2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2281.degrees latitude (g = 980.6199 gals.).
 BT2281
 BT2281.The modeled gravity was interpolated from observed gravity values.
 BT2281
 BT2281;                    North         East     Units Scale Factor Converg.
 BT2281;SPC GA W     -   172,509.166   715,485.379   MT  0.99990296   +0 05 07.3
 BT2281;SPC GA W     -   565,973.82  2,347,388.28   sFT  0.99990296   +0 05 07.3
 BT2281;UTM  16      - 3,495,125.937   784,444.669   MT  1.00059803   +1 34 09.1
 BT2281;UTM  17      - 3,495,144.446   214,880.488   MT  1.00060278   -1 34 22.5
 BT2281
 BT2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2281!SPC GA W     -   0.99999321  x   0.99990296  =   0.99989617
 BT2281!UTM  16      -   0.99999321  x   1.00059803  =   1.00059123
 BT2281!UTM  17      -   0.99999321  x   1.00060278  =   1.00059598
 BT2281
 BT2281                          SUPERSEDED SURVEY CONTROL
 BT2281
 BT2281  NAD 83(1986)-  31 33 21.86159(N)    084 00 12.79696(W) AD(       ) 2
 BT2281
 BT2281.Superseded values are not recommended for survey control.
 BT2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2281.See file dsdata.txt to determine how the superseded data were derived.
 BT2281
 BT2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8444595126(NAD 83)
 BT2281_MARKER: A = ALUMINUM MARKER
 BT2281_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2281_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2281_STAMPING: 50 NDS 1987
 BT2281_MARK LOGO: ALBDOU
 BT2281_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2281+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2281
 BT2281  HISTORY     - Date     Condition        Report By
 BT2281  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2281  HISTORY     - 19900301 GOOD             HOBBS
 BT2281
 BT2281                          STATION DESCRIPTION
 BT2281
 BT2281'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2281'MARK LOCATED AT COMMUNITY OF ACREE, IN EAST DOUGHERTY COUNTY, GEORGIA.
 BT2281'MARK IS AZIMUTH MARK FOR GPS STATION---G 49 NDS 1987.
 BT2281'TO REACH MARK FROM JUNCTION OF SYLVESTER HIGHWAY---US HIGHWAY 82/GA
 BT2281'HIGHWAY 50---AND COUNTY LINE ROAD, GO WEST ON SYLVESTER HIGHWAY FOR
 BT2281'0.38 MI (0.61 KM) TO MARK ON SOUTHSIDE OF ROAD.
 BT2281'MARK IS 84.5 FT (25.76 M) SOUTH OF CENTERLINE OF EASTBOUND LANES OF
 BT2281'SYLVESTER HIGHWAY, 62.5 FT (19.05 M) SOUTHEAST OF CENTERLINE OF ACREE
 BT2281'AVENUE, 78.4 FT (23.90 M) SOUTH OF 12-INCH PINE.
 BT2281'MARK SET ATOP ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A
 BT2281'CAST IRON WATER VALVE BOX WITH LID, ACTUAL MARK DISK BEING 0.8 FT
 BT2281'(0.24 M) BELOW GROUND LEVEL.
 BT2281
 BT2281                          STATION RECOVERY (1990)
 BT2281
 BT2281'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2281'MARK IS ABOUT 10 MILES (16.1 KM) ESE OF DOWNTOWN ALBANY AT COMMUNITY
 BT2281'OF ACREE IN EAST DOUGHERTY COUNTY, AZIMUTH MARK FOR G 49 NDS 1987. TO
 BT2281'REACH FROM JUNCTION OF SYLVESTER HIGHWAY (US 82) AND COUNTY LINE ROAD,
 BT2281'GO WEST ON SYLVESTER HWY FOR 0.4 MILE (0.6 KM) TO MARK THE LEFT, 84.5
 BT2281'FT (25.8 M) SOUTH OF EASTBOUND HWY LANES, 62.5 FT (19.1 M) SOUTHEAST
 BT2281'OF ACREE AVENUE, 78.4 FT (23.9 M) SOUTH OF 12-INCH PINE, A DISK SET
 BT2281'ATOP ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A CAST IRON
 BT2281'WATER VALVE BOX WITH LID, 0.8 FT (24.4 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0210 ***********************************************************************
 DF0210  DESIGNATION -  50 W
 DF0210  PID         -  DF0210
 DF0210  STATE/COUNTY-  GA/COLUMBIA
 DF0210  USGS QUAD   -  GROVETOWN (1980)
 DF0210
 DF0210                         *CURRENT SURVEY CONTROL
 DF0210  ___________________________________________________________________
 DF0210* NAD 83(1986)-  33 27 05.     (N)    082 10 52.     (W)     SCALED    
 DF0210* NAVD 88     -       133.442  (meters)     437.80   (feet)  ADJUSTED  
 DF0210  ___________________________________________________________________
 DF0210  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DF0210  DYNAMIC HT  -         133.300 (meters)     437.34  (feet)  COMP
 DF0210  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DF0210
 DF0210  VERT ORDER  -  FIRST     CLASS II
 DF0210
 DF0210.The horizontal coordinates were scaled from a topographic map and have
 DF0210.an estimated accuracy of +/- 6 seconds.
 DF0210
 DF0210.The orthometric height was determined by differential leveling
 DF0210.and adjusted by the National Geodetic Survey in June 1991..
 DF0210
 DF0210.The geoid height was determined by GEOID03.
 DF0210
 DF0210.The dynamic height is computed by dividing the NAVD 88
 DF0210.geopotential number by the normal gravity value computed on the
 DF0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0210.degrees latitude (g = 980.6199 gals.).
 DF0210
 DF0210.The modeled gravity was interpolated from observed gravity values.
 DF0210
 DF0210;                    North         East    Units  Estimated Accuracy
 DF0210;SPC GA E     -   382,660.      198,660.      MT  (+/- 180 meters Scaled)
 DF0210
 DF0210                          SUPERSEDED SURVEY CONTROL
 DF0210
 DF0210  NGVD 29 (??/??/92)  133.671  (m)          438.55   (f) ADJ UNCH    1 2
 DF0210
 DF0210.Superseded values are not recommended for survey control.
 DF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0210.See file dsdata.txt to determine how the superseded data were derived.
 DF0210
 DF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT902019(NAD 83)
 DF0210_MARKER: P = PIPE CAP
 DF0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0210_STAMPING: NO 50 W 439 1918
 DF0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0210
 DF0210  HISTORY     - Date     Condition        Report By
 DF0210  HISTORY     - 1918     MONUMENTED       USGS
 DF0210  HISTORY     - 1962     GOOD             NGS
 DF0210
 DF0210                          STATION DESCRIPTION
 DF0210
 DF0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0210'1.4 MI E FROM GROVETOWN.
 DF0210'ABOUT 1.35 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0210'AT GROVETOWN, 0.85 MILE SOUTHEAST OF THE CROSSING OF A BLACK TOP
 DF0210'ROAD, 0.2 MILE SOUTHEAST OF MILEPOST 14, ON TOP OF A SMALL CUT,
 DF0210'27 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET SOUTHEAST OF
 DF0210'A STONE 6-BY-6-INCHES RIGHT-OF-WAY MARKER, 4 FEET ABOVE THE LEVEL
 DF0210'OF THE TRACK, A USGS DISK ON THE TOP OF AN IRON PIPE WHICH
 DF0210'PROJECTS 8 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4239 ***********************************************************************
 AB4239  DESIGNATION -  5002
 AB4239  PID         -  AB4239
 AB4239  STATE/COUNTY-  GA/DE KALB
 AB4239  USGS QUAD   -  CHAMBLEE (1993)
 AB4239
 AB4239                         *CURRENT SURVEY CONTROL
 AB4239  ___________________________________________________________________
 AB4239* NAD 83(1994)-  33 54 01.70196(N)    084 17 59.73628(W)     ADJUSTED  
 AB4239* NAVD 88     -       299.1    (meters)     981.     (feet)  GPS OBS   
 AB4239  ___________________________________________________________________
 AB4239  X           -     526,366.394 (meters)                     COMP
 AB4239  Y           -  -5,273,442.971 (meters)                     COMP
 AB4239  Z           -   3,537,439.176 (meters)                     COMP
 AB4239  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AB4239  ELLIP HEIGHT-         269.48  (meters)          (09/03/97) GPS OBS
 AB4239  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4239
 AB4239  HORZ ORDER  -  FIRST
 AB4239  ELLP ORDER  -  FOURTH    CLASS II
 AB4239
 AB4239.The horizontal coordinates were established by GPS observations
 AB4239.and adjusted by the National Geodetic Survey in September 1997..
 AB4239
 AB4239.The orthometric height was determined by GPS observations and a
 AB4239.high-resolution geoid model.
 AB4239
 AB4239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4239
 AB4239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4239
 AB4239.The ellipsoidal height was determined by GPS observations
 AB4239.and is referenced to NAD 83.
 AB4239
 AB4239.The geoid height was determined by GEOID03.
 AB4239
 AB4239;                    North         East     Units Scale Factor Converg.
 AB4239;SPC GA W     -   432,473.078   687,675.685   MT  0.99990187   -0 04 27.6
 AB4239;SPC GA W     - 1,418,872.09  2,256,149.31   sFT  0.99990187   -0 04 27.6
 AB4239;UTM  16      - 3,754,403.346   749,671.531   MT  1.00036852   +1 30 24.3
 AB4239
 AB4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4239!SPC GA W     -   0.99995770  x   0.99990187  =   0.99985957
 AB4239!UTM  16      -   0.99995770  x   1.00036852  =   1.00032620
 AB4239
 AB4239                          SUPERSEDED SURVEY CONTROL
 AB4239
 AB4239  NAD 83(1994)-  33 54 01.70163(N)    084 17 59.73578(W) AD(       ) 1
 AB4239  ELLIP H (06/18/96)  269.50   (m)                       GP(       ) 4 1
 AB4239
 AB4239.Superseded values are not recommended for survey control.
 AB4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4239.See file dsdata.txt to determine how the superseded data were derived.
 AB4239
 AB4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4967254403(NAD 83)
 AB4239_MARKER: A = ALUMINUM MARKER
 AB4239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4239_STAMPING: 5002
 AB4239_MARK LOGO: GA-089
 AB4239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4239+STABILITY: SURFACE MOTION
 AB4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4239+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4239
 AB4239  HISTORY     - Date     Condition        Report By
 AB4239  HISTORY     - 1995     MONUMENTED       MSI
 AB4239
 AB4239                          STATION DESCRIPTION
 AB4239
 AB4239'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4239'TO REACH THE STATION FROM THE INTERSECTION OF PEACHTREE INDUSTRIAL
 AB4239'BOULEVERD (STATE HIGHWAY 141) AND I-285 (EXIT-23), PROCEED SOUTHERLY
 AB4239'ON PEACHTREE INDUSTRIAL BOULEVARD FOR 1.1 MI (1.8 KM) TO THE
 AB4239'INTERSECTION WITH PEACHTREE INDUSTRIAL COURT ON THE LEFT. CONTINUE
 AB4239'STRAIGHT AHEAD AND SOUTHERLY ON PEACHTREE INDUSTRIAL BOULEVARD TO THE
 AB4239'STATION ON THE RIGHT IN A GRASS ISLAND IN FRONT OF A FIRESTONE GARAGE.
 AB4239'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5002 AND IS
 AB4239'LOCATED 30.1 M (98.8 FT) NE OF EASTERN LEG OF FIRESTONE SIGN, 1.55 M
 AB4239'(5.09 FT) NW OF EDGE OF PEACHTREE INDISTRIAL BOULEVARD, AND 11.0 M
 AB4239'(36.1 FT) SOUTH OF CATCHBASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4240 ***********************************************************************
 AB4240  DESIGNATION -  5007
 AB4240  PID         -  AB4240
 AB4240  STATE/COUNTY-  GA/GWINNETT
 AB4240  USGS QUAD   -  CHAMBLEE (1993)
 AB4240
 AB4240                         *CURRENT SURVEY CONTROL
 AB4240  ___________________________________________________________________
 AB4240* NAD 83(1994)-  33 57 52.83783(N)    084 15 55.75361(W)     ADJUSTED  
 AB4240* NAVD 88     -       269.7    (meters)     885.     (feet)  GPS OBS   
 AB4240  ___________________________________________________________________
 AB4240  X           -     529,136.414 (meters)                     COMP
 AB4240  Y           -  -5,269,145.697 (meters)                     COMP
 AB4240  Z           -   3,543,331.792 (meters)                     COMP
 AB4240  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AB4240  ELLIP HEIGHT-         240.10  (meters)          (09/03/97) GPS OBS
 AB4240  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB4240
 AB4240  HORZ ORDER  -  FIRST
 AB4240  ELLP ORDER  -  FOURTH    CLASS II
 AB4240
 AB4240.The horizontal coordinates were established by GPS observations
 AB4240.and adjusted by the National Geodetic Survey in September 1997..
 AB4240
 AB4240.The orthometric height was determined by GPS observations and a
 AB4240.high-resolution geoid model.
 AB4240
 AB4240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4240
 AB4240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4240
 AB4240.The ellipsoidal height was determined by GPS observations
 AB4240.and is referenced to NAD 83.
 AB4240
 AB4240.The geoid height was determined by GEOID03.
 AB4240
 AB4240;                    North         East     Units Scale Factor Converg.
 AB4240;SPC GA W     -   439,590.400   690,867.629   MT  0.99990103   -0 03 18.8
 AB4240;SPC GA W     - 1,442,222.84  2,266,621.55   sFT  0.99990103   -0 03 18.8
 AB4240;UTM  16      - 3,761,609.529   752,667.141   MT  1.00038706   +1 31 42.7
 AB4240
 AB4240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4240!SPC GA W     -   0.99996231  x   0.99990103  =   0.99986334
 AB4240!UTM  16      -   0.99996231  x   1.00038706  =   1.00034935
 AB4240
 AB4240                          SUPERSEDED SURVEY CONTROL
 AB4240
 AB4240  NAD 83(1994)-  33 57 52.83738(N)    084 15 55.75339(W) AD(       ) 1
 AB4240  ELLIP H (06/18/96)  240.08   (m)                       GP(       ) 4 1
 AB4240
 AB4240.Superseded values are not recommended for survey control.
 AB4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4240.See file dsdata.txt to determine how the superseded data were derived.
 AB4240
 AB4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5266761610(NAD 83)
 AB4240_MARKER: A = ALUMINUM MARKER
 AB4240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4240_STAMPING: 5007
 AB4240_MARK LOGO: GA-089
 AB4240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4240+STABILITY: SURFACE MOTION
 AB4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4240+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4240
 AB4240  HISTORY     - Date     Condition        Report By
 AB4240  HISTORY     - 1995     MONUMENTED       MSI
 AB4240  HISTORY     - 20030703 MARK NOT FOUND   WOOLPT
 AB4240
 AB4240                          STATION DESCRIPTION
 AB4240
 AB4240'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4240'TO REACH THE STATION FROM THE INTERSECTION OF PEACHTREE INDUSTRIAL
 AB4240'BOULEVARD (STATE HIGHWAY 141) AND I-285 (EXIT-23), PROCEED NORTHEAST
 AB4240'ON PEACHTREE INDUSTRIAL BOULEVARD FOR 1.85 MI (2.98 KM) TO THE
 AB4240'INTERSECTION WITH WINTERS CHAPEL ROAD. TURN LEFT AND PROCEED NORTHWEST
 AB4240'ON WINTERS CHAPEL ROAD FOR 2.3 MI (3.7 KM) TO THE INTERSECTION WITH
 AB4240'SPALDING DRIVE. TURN RIGHT AND PROCEED EASTERLY ON SPALDING DRIVE FOR
 AB4240'0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT JUST EAST OF AN OVERHEAD
 AB4240'POWERLINE CROSSING. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4240'STAMPED 5007 AND IS LOCATED 10.7 M (35.1 FT) SW OF CONCRETE WATERLINE
 AB4240'MARKER POST, 7.1 M (23.3 FT) NNE OF EASTERN GATE POST, AND 5.8 M (19.0
 AB4240'FT) SSE OF SOUTHERN EDGE OF SPALDING DRIVE.
 AB4240
 AB4240                          STATION RECOVERY (2003)
 AB4240
 AB4240'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RA)
 AB4240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4241 ***********************************************************************
 AB4241  DESIGNATION -  5008
 AB4241  PID         -  AB4241
 AB4241  STATE/COUNTY-  GA/DE KALB
 AB4241  USGS QUAD   -  CHAMBLEE (1993)
 AB4241
 AB4241                         *CURRENT SURVEY CONTROL
 AB4241  ___________________________________________________________________
 AB4241* NAD 83(1994)-  33 57 10.26256(N)    084 20 13.01696(W)     ADJUSTED  
 AB4241* NAVD 88     -       334.3    (meters)    1097.     (feet)  GPS OBS   
 AB4241  ___________________________________________________________________
 AB4241  X           -     522,641.677 (meters)                     COMP
 AB4241  Y           -  -5,270,584.151 (meters)                     COMP
 AB4241  Z           -   3,542,279.790 (meters)                     COMP
 AB4241  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AB4241  ELLIP HEIGHT-         304.75  (meters)          (09/03/97) GPS OBS
 AB4241  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB4241
 AB4241  HORZ ORDER  -  FIRST
 AB4241  ELLP ORDER  -  FOURTH    CLASS II
 AB4241
 AB4241.The horizontal coordinates were established by GPS observations
 AB4241.and adjusted by the National Geodetic Survey in September 1997..
 AB4241
 AB4241.The orthometric height was determined by GPS observations and a
 AB4241.high-resolution geoid model.
 AB4241
 AB4241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4241
 AB4241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4241
 AB4241.The ellipsoidal height was determined by GPS observations
 AB4241.and is referenced to NAD 83.
 AB4241
 AB4241.The geoid height was determined by GEOID03.
 AB4241
 AB4241;                    North         East     Units Scale Factor Converg.
 AB4241;SPC GA W     -   438,287.383   684,261.368   MT  0.99990305   -0 05 42.4
 AB4241;SPC GA W     - 1,437,947.86  2,244,947.50   sFT  0.99990305   -0 05 42.4
 AB4241;UTM  16      - 3,760,123.767   746,096.356   MT  1.00034666   +1 29 17.1
 AB4241
 AB4241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4241!SPC GA W     -   0.99995216  x   0.99990305  =   0.99985522
 AB4241!UTM  16      -   0.99995216  x   1.00034666  =   1.00029880
 AB4241
 AB4241                          SUPERSEDED SURVEY CONTROL
 AB4241
 AB4241  NAD 83(1994)-  33 57 10.26211(N)    084 20 13.01674(W) AD(       ) 1
 AB4241  ELLIP H (06/18/96)  304.74   (m)                       GP(       ) 4 1
 AB4241
 AB4241.Superseded values are not recommended for survey control.
 AB4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4241.See file dsdata.txt to determine how the superseded data were derived.
 AB4241
 AB4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4609660124(NAD 83)
 AB4241_MARKER: A = ALUMINUM MARKER
 AB4241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4241_STAMPING: 5008
 AB4241_MARK LOGO: GA-089
 AB4241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4241+STABILITY: SURFACE MOTION
 AB4241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4241+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2005
 AB4241
 AB4241  HISTORY     - Date     Condition        Report By
 AB4241  HISTORY     - 1995     MONUMENTED       MSI
 AB4241  HISTORY     - 20050602 GOOD             INDIV
 AB4241
 AB4241                          STATION DESCRIPTION
 AB4241
 AB4241'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4241'TO REACH THE STATION FROM THE INTERSECTION OF MT. VERNON RD. AND
 AB4241'CHAMBLEE-DUNWOODY RD., PROCEED NORTH ON CHAMBLEE-DUNWOODY RD. FOR 0.45
 AB4241'MI (0.72 KM) TO Y INTERSECTION WITH ROBERTS RD. POINT IS IN GRASS
 AB4241'ISLAND IN CENTER OF INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A
 AB4241'CONCRETE POST STAMPED 5008 AND IS LOCATED 7.1 M (23.3 FT) S OF LIGHT
 AB4241'POLE, 7.1 M (23.3 FT) W OF CENTERLINE OF ROBERTS RD., 15.1 M (49.5 FT)
 AB4241'NNE OF DRIVEWAY OF CIVIC 5624.
 AB4241
 AB4241                          STATION RECOVERY (2005)
 AB4241
 AB4241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AB4241'OCCUPIED THIS MONUMENT IT IS WHERE THE NOTES SAY IT IS ALSO MARKED IN
 AB4241'BLUE 5008 BY SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4242 ***********************************************************************
 AB4242  DESIGNATION -  5009
 AB4242  PID         -  AB4242
 AB4242  STATE/COUNTY-  GA/DE KALB
 AB4242  USGS QUAD   -  CHAMBLEE (1993)
 AB4242
 AB4242                         *CURRENT SURVEY CONTROL
 AB4242  ___________________________________________________________________
 AB4242* NAD 83(1994)-  33 57 10.44915(N)    084 18 19.69481(W)     ADJUSTED  
 AB4242* NAVD 88     -       330.7    (meters)    1085.     (feet)  GPS OBS   
 AB4242  ___________________________________________________________________
 AB4242  X           -     525,536.645 (meters)                     COMP
 AB4242  Y           -  -5,270,290.016 (meters)                     COMP
 AB4242  Z           -   3,542,282.526 (meters)                     COMP
 AB4242  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AB4242  ELLIP HEIGHT-         301.11  (meters)          (09/03/97) GPS OBS
 AB4242  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB4242
 AB4242  HORZ ORDER  -  FIRST
 AB4242  ELLP ORDER  -  FOURTH    CLASS II
 AB4242
 AB4242.The horizontal coordinates were established by GPS observations
 AB4242.and adjusted by the National Geodetic Survey in September 1997..
 AB4242
 AB4242.The orthometric height was determined by GPS observations and a
 AB4242.high-resolution geoid model.
 AB4242
 AB4242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4242
 AB4242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4242
 AB4242.The ellipsoidal height was determined by GPS observations
 AB4242.and is referenced to NAD 83.
 AB4242
 AB4242.The geoid height was determined by GEOID03.
 AB4242
 AB4242;                    North         East     Units Scale Factor Converg.
 AB4242;SPC GA W     -   438,288.749   687,170.817   MT  0.99990203   -0 04 39.1
 AB4242;SPC GA W     - 1,437,952.34  2,254,492.92   sFT  0.99990203   -0 04 39.1
 AB4242;UTM  16      - 3,760,205.553   749,005.975   MT  1.00036442   +1 30 20.5
 AB4242
 AB4242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4242!SPC GA W     -   0.99995273  x   0.99990203  =   0.99985477
 AB4242!UTM  16      -   0.99995273  x   1.00036442  =   1.00031714
 AB4242
 AB4242                          SUPERSEDED SURVEY CONTROL
 AB4242
 AB4242  NAD 83(1994)-  33 57 10.44869(N)    084 18 19.69460(W) AD(       ) 1
 AB4242  ELLIP H (06/18/96)  301.10   (m)                       GP(       ) 4 1
 AB4242
 AB4242.Superseded values are not recommended for survey control.
 AB4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4242.See file dsdata.txt to determine how the superseded data were derived.
 AB4242
 AB4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4900660206(NAD 83)
 AB4242_MARKER: A = ALUMINUM MARKER
 AB4242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4242_STAMPING: 5009
 AB4242_MARK LOGO: GA-089
 AB4242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4242+STABILITY: SURFACE MOTION
 AB4242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4242+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4242
 AB4242  HISTORY     - Date     Condition        Report By
 AB4242  HISTORY     - 1995     MONUMENTED       MSI
 AB4242
 AB4242                          STATION DESCRIPTION
 AB4242
 AB4242'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4242'TO REACH THE STATION FROM THE INTERSECTION OF NORTH PEACHTREE ROAD AND
 AB4242'I-285, GO NORTH ON NORTH PEACHTREE ROAD FOR 1.1 MI (1.8 KM) TO THE
 AB4242'INTERSECTION WITH TILLEY MILL ROAD. TURN LEFT AND PROCEED WEST AND
 AB4242'THEN NORTH ON TILLEY MILL ROAD FOR 1.25 MI (2.01 KM) TO THE
 AB4242'INTERSECTION WITH SANDELL DRIVE AND THE STATION IN THE SOUTHEAST
 AB4242'CORNER OF THE INTERSECTION. STATION IS LOCATED IN A GRASS POWER LINE
 AB4242'ROW UNDERNEATH A POWER LINE. STATION IS AN ALUMINUM DISK SET IN A
 AB4242'CONCRETE POST STAMPED 5009 AND IS LOCATED 11.5 FT (3.5 M) NE OF
 AB4242'CENTERLINE OF WATER VALVE COVER, 24.5 FT (7.5 M) EAST OF CENTERLINE OF
 AB4242'TILLEY MILL ROAD, AND 33.O FT SOUTH OF CENTERLINE OF SANDELL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4243 ***********************************************************************
 AB4243  DESIGNATION -  5010
 AB4243  PID         -  AB4243
 AB4243  STATE/COUNTY-  GA/DE KALB
 AB4243  USGS QUAD   -  CHAMBLEE (1993)
 AB4243
 AB4243                         *CURRENT SURVEY CONTROL
 AB4243  ___________________________________________________________________
 AB4243* NAD 83(1994)-  33 57 09.17458(N)    084 16 18.04389(W)     ADJUSTED  
 AB4243* NAVD 88     -       303.9    (meters)     997.     (feet)  GPS OBS   
 AB4243  ___________________________________________________________________
 AB4243  X           -     528,644.836 (meters)                     COMP
 AB4243  Y           -  -5,269,978.837 (meters)                     COMP
 AB4243  Z           -   3,542,234.970 (meters)                     COMP
 AB4243  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AB4243  ELLIP HEIGHT-         274.29  (meters)          (09/03/97) GPS OBS
 AB4243  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB4243
 AB4243  HORZ ORDER  -  FIRST
 AB4243  ELLP ORDER  -  FOURTH    CLASS II
 AB4243
 AB4243.The horizontal coordinates were established by GPS observations
 AB4243.and adjusted by the National Geodetic Survey in September 1997..
 AB4243
 AB4243.The orthometric height was determined by GPS observations and a
 AB4243.high-resolution geoid model.
 AB4243
 AB4243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4243
 AB4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4243
 AB4243.The ellipsoidal height was determined by GPS observations
 AB4243.and is referenced to NAD 83.
 AB4243
 AB4243.The geoid height was determined by GEOID03.
 AB4243
 AB4243;                    North         East     Units Scale Factor Converg.
 AB4243;SPC GA W     -   438,245.770   690,294.049   MT  0.99990116   -0 03 31.1
 AB4243;SPC GA W     - 1,437,811.33  2,264,739.73   sFT  0.99990116   -0 03 31.1
 AB4243;UTM  16      - 3,760,248.903   752,130.677   MT  1.00038373   +1 31 28.5
 AB4243
 AB4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4243!SPC GA W     -   0.99995694  x   0.99990116  =   0.99985811
 AB4243!UTM  16      -   0.99995694  x   1.00038373  =   1.00034066
 AB4243
 AB4243                          SUPERSEDED SURVEY CONTROL
 AB4243
 AB4243  NAD 83(1994)-  33 57 09.17413(N)    084 16 18.04366(W) AD(       ) 1
 AB4243  ELLIP H (06/18/96)  274.28   (m)                       GP(       ) 4 1
 AB4243
 AB4243.Superseded values are not recommended for survey control.
 AB4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4243.See file dsdata.txt to determine how the superseded data were derived.
 AB4243
 AB4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5213160249(NAD 83)
 AB4243_MARKER: DD = SURVEY DISK
 AB4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4243_STAMPING: 5010
 AB4243_MARK LOGO: GA-089
 AB4243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4243+STABILITY: SURFACE MOTION
 AB4243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4243+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1999
 AB4243
 AB4243  HISTORY     - Date     Condition        Report By
 AB4243  HISTORY     - 1995     MONUMENTED       MSI
 AB4243  HISTORY     - 19991029 GOOD             WOOLPT
 AB4243
 AB4243                          STATION DESCRIPTION
 AB4243
 AB4243'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4243'TO REACH THE STATION FROM THE INTERSECTION OF PEACHTREE INDUSTRIAL
 AB4243'BOULEVARD (STATE HIGHWAY 141) AND I-285 (EXIT-23), PRCEED NORTHEAST ON
 AB4243'PEACHTREE INDUSTRIAL BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION
 AB4243'WITH WINTERS CHAPEL ROAD. TURN LEFT AND PROCEED NORTHWEST ON WINTERS
 AB4243'CHAPEL ROAD FOR 1.3 MI (2.1 KM) TO TO THE STATION ON THE RIGHT 200 FT
 AB4243'(61.0 M) NW OF THE NORTH ENTRANCE TO THE BETH SHALOM CHURCH. STATION
 AB4243'IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5007 AND IS LOCATED
 AB4243'2.8 M (9.2 FT) WSW OF POWER POLE NO.E0725 65A, 6.4 M (21.0 FT) WEST OF
 AB4243'A WOODEN FENCE POST, 27.1 M (88.9 FT) NW OF A CONCRETE WATERLINE
 AB4243'MARKER POST.
 AB4243
 AB4243                          STATION RECOVERY (1999)
 AB4243
 AB4243'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JWK)
 AB4243'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4244 ***********************************************************************
 AB4244  DESIGNATION -  5011
 AB4244  PID         -  AB4244
 AB4244  STATE/COUNTY-  GA/GWINNETT
 AB4244  USGS QUAD   -  CHAMBLEE (1993)
 AB4244
 AB4244                         *CURRENT SURVEY CONTROL
 AB4244  ___________________________________________________________________
 AB4244* NAD 83(1994)-  33 57 13.62616(N)    084 15 01.00769(W)     ADJUSTED  
 AB4244* NAVD 88     -       279.5    (meters)     917.     (feet)  GPS OBS   
 AB4244  ___________________________________________________________________
 AB4244  X           -     530,603.340 (meters)                     COMP
 AB4244  Y           -  -5,269,684.685 (meters)                     COMP
 AB4244  Z           -   3,542,335.132 (meters)                     COMP
 AB4244  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AB4244  ELLIP HEIGHT-         249.91  (meters)          (09/03/97) GPS OBS
 AB4244  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB4244
 AB4244  HORZ ORDER  -  FIRST
 AB4244  ELLP ORDER  -  FOURTH    CLASS II
 AB4244
 AB4244.The horizontal coordinates were established by GPS observations
 AB4244.and adjusted by the National Geodetic Survey in September 1997..
 AB4244
 AB4244.The orthometric height was determined by GPS observations and a
 AB4244.high-resolution geoid model.
 AB4244
 AB4244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4244
 AB4244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4244
 AB4244.The ellipsoidal height was determined by GPS observations
 AB4244.and is referenced to NAD 83.
 AB4244
 AB4244.The geoid height was determined by GEOID03.
 AB4244
 AB4244;                    North         East     Units Scale Factor Converg.
 AB4244;SPC GA W     -   438,381.098   692,271.999   MT  0.99990074   -0 02 48.1
 AB4244;SPC GA W     - 1,438,255.32  2,271,229.05   sFT  0.99990074   -0 02 48.1
 AB4244;UTM  16      - 3,760,438.923   754,105.099   MT  1.00039605   +1 32 11.8
 AB4244
 AB4244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4244!SPC GA W     -   0.99996077  x   0.99990074  =   0.99986151
 AB4244!UTM  16      -   0.99996077  x   1.00039605  =   1.00035680
 AB4244
 AB4244                          SUPERSEDED SURVEY CONTROL
 AB4244
 AB4244  NAD 83(1994)-  33 57 13.62574(N)    084 15 01.00741(W) AD(       ) 1
 AB4244  ELLIP H (06/18/96)  249.89   (m)                       GP(       ) 4 1
 AB4244
 AB4244.Superseded values are not recommended for survey control.
 AB4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4244.See file dsdata.txt to determine how the superseded data were derived.
 AB4244
 AB4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5410560439(NAD 83)
 AB4244_MARKER: A = ALUMINUM MARKER
 AB4244_SETTING: 0 = UNSPECIFIED SETTING
 AB4244_STAMPING: 5011
 AB4244_MARK LOGO: GA-089
 AB4244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4244+STABILITY: SURFACE MOTION
 AB4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4244+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4244
 AB4244  HISTORY     - Date     Condition        Report By
 AB4244  HISTORY     - 1995     MONUMENTED       MSI
 AB4244
 AB4244                          STATION DESCRIPTION
 AB4244
 AB4244'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4244'TO REACH THE STATION FROM PEACHTREE CORNER CIRCLE OVERPASS OVER
 AB4244'PEACHTREE INDUSTRIAL BOULEVARD (HWY 141) PROCEED NORTH ON PEACHTREE
 AB4244'CORNER CIRCLE FOR 1.05 MI (1.69 KM) TO A CONCRETE CULVERT OVER CROOKED
 AB4244'CREEK AND POINT ON THE LEFT IN THE CONCRETE MEDIAN. STATION IS AN
 AB4244'ALUMINUM CAP SET IN A CONCRETE POST STAMPED 5011 IS LOCATED 34.9 FT
 AB4244'(10.6 M) SE OF MANHOLE AT CATCH BASIN, 52.7 FT (16.1 M) WEST OF
 AB4244'MANHOLE AT CATCH BASIN, 281.0 FT (85.6 M) SSE OF NORTHERN END OF
 AB4244'CONCRETE MEDIAN, 3.1 FT (0.9 M) ESE OF WESTERN EDGE OF MEDIAN, AND
 AB4244'10.9 FT (3.3 M) WNW OF EASTERN EDGE OF MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4245 ***********************************************************************
 AB4245  DESIGNATION -  5012
 AB4245  PID         -  AB4245
 AB4245  STATE/COUNTY-  GA/DE KALB
 AB4245  USGS QUAD   -  CHAMBLEE (1993)
 AB4245
 AB4245                         *CURRENT SURVEY CONTROL
 AB4245  ___________________________________________________________________
 AB4245* NAD 83(1994)-  33 56 37.08444(N)    084 19 54.86492(W)     ADJUSTED  
 AB4245* NAVD 88     -       334.4    (meters)    1097.     (feet)  GPS OBS   
 AB4245  ___________________________________________________________________
 AB4245  X           -     523,161.896 (meters)                     COMP
 AB4245  Y           -  -5,271,106.301 (meters)                     COMP
 AB4245  Z           -   3,541,431.768 (meters)                     COMP
 AB4245  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AB4245  ELLIP HEIGHT-         304.81  (meters)          (09/03/97) GPS OBS
 AB4245  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4245
 AB4245  HORZ ORDER  -  FIRST
 AB4245  ELLP ORDER  -  FOURTH    CLASS II
 AB4245
 AB4245.The horizontal coordinates were established by GPS observations
 AB4245.and adjusted by the National Geodetic Survey in September 1997..
 AB4245
 AB4245.The orthometric height was determined by GPS observations and a
 AB4245.high-resolution geoid model.
 AB4245
 AB4245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4245
 AB4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4245
 AB4245.The ellipsoidal height was determined by GPS observations
 AB4245.and is referenced to NAD 83.
 AB4245
 AB4245.The geoid height was determined by GEOID03.
 AB4245
 AB4245;                    North         East     Units Scale Factor Converg.
 AB4245;SPC GA W     -   437,264.453   684,725.758   MT  0.99990288   -0 05 32.2
 AB4245;SPC GA W     - 1,434,591.79  2,246,471.09   sFT  0.99990288   -0 05 32.2
 AB4245;UTM  16      - 3,759,113.607   746,589.048   MT  1.00034965   +1 29 26.0
 AB4245
 AB4245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4245!SPC GA W     -   0.99995215  x   0.99990288  =   0.99985504
 AB4245!UTM  16      -   0.99995215  x   1.00034965  =   1.00030178
 AB4245
 AB4245                          SUPERSEDED SURVEY CONTROL
 AB4245
 AB4245  NAD 83(1994)-  33 56 37.08398(N)    084 19 54.86471(W) AD(       ) 1
 AB4245  ELLIP H (06/18/96)  304.80   (m)                       GP(       ) 4 1
 AB4245
 AB4245.Superseded values are not recommended for survey control.
 AB4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4245.See file dsdata.txt to determine how the superseded data were derived.
 AB4245
 AB4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4658959114(NAD 83)
 AB4245_MARKER: A = ALUMINUM MARKER
 AB4245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4245_STAMPING: 5012
 AB4245_MARK LOGO: GA-089
 AB4245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4245+STABILITY: SURFACE MOTION
 AB4245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4245+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4245
 AB4245  HISTORY     - Date     Condition        Report By
 AB4245  HISTORY     - 1995     MONUMENTED       MSI
 AB4245
 AB4245                          STATION DESCRIPTION
 AB4245
 AB4245'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4245'TO REACH THE STATION FROM THE INTERSECTION OF MT VERNON ROAD AND
 AB4245'CHAMBLEE DUNWOODY ROAD, PROCEED SOUTHERLY ON CHAMBLEE DUNWOODY ROAD
 AB4245'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH ASHFORD CENTER PARKWAY
 AB4245'AND THE STATION ON THE LEFT IN THE GRASS TRAFFIC ISLAND. STATION IS AN
 AB4245'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5012 AND IS LOCATED 25.2
 AB4245'FT (7.7 M) NW OF LIGHT POLE, 33.6 NORTH OF CENTERLINE OF ASHFORD
 AB4245'CENTER PARKWAY, AND 29.5 FT (9.0 M) WEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4247 ***********************************************************************
 AB4247  DESIGNATION -  5015
 AB4247  PID         -  AB4247
 AB4247  STATE/COUNTY-  GA/DE KALB
 AB4247  USGS QUAD   -  CHAMBLEE (1993)
 AB4247
 AB4247                         *CURRENT SURVEY CONTROL
 AB4247  ___________________________________________________________________
 AB4247* NAD 83(1994)-  33 55 54.33852(N)    084 20 30.13492(W)     ADJUSTED  
 AB4247* NAVD 88     -       314.7    (meters)    1032.     (feet)  GPS OBS   
 AB4247  ___________________________________________________________________
 AB4247  X           -     522,331.450 (meters)                     COMP
 AB4247  Y           -  -5,271,911.157 (meters)                     COMP
 AB4247  Z           -   3,540,328.012 (meters)                     COMP
 AB4247  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AB4247  ELLIP HEIGHT-         285.09  (meters)          (09/03/97) GPS OBS
 AB4247  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB4247
 AB4247  HORZ ORDER  -  FIRST
 AB4247  ELLP ORDER  -  FOURTH    CLASS II
 AB4247
 AB4247.The horizontal coordinates were established by GPS observations
 AB4247.and adjusted by the National Geodetic Survey in September 1997..
 AB4247
 AB4247.The orthometric height was determined by GPS observations and a
 AB4247.high-resolution geoid model.
 AB4247
 AB4247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4247
 AB4247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4247
 AB4247.The ellipsoidal height was determined by GPS observations
 AB4247.and is referenced to NAD 83.
 AB4247
 AB4247.The geoid height was determined by GEOID03.
 AB4247
 AB4247;                    North         East     Units Scale Factor Converg.
 AB4247;SPC GA W     -   435,949.020   683,817.890   MT  0.99990323   -0 05 51.7
 AB4247;SPC GA W     - 1,430,276.08  2,243,492.53   sFT  0.99990323   -0 05 51.7
 AB4247;UTM  16      - 3,757,773.007   745,717.468   MT  1.00034436   +1 29 04.6
 AB4247
 AB4247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4247!SPC GA W     -   0.99995525  x   0.99990323  =   0.99985848
 AB4247!UTM  16      -   0.99995525  x   1.00034436  =   1.00029959
 AB4247
 AB4247|---------------------------------------------------------------------|
 AB4247| PID    Reference Object                     Distance      Geod. Az  |
 AB4247|                                                           dddmmss.s |
 AB4247| AB4325 609                                 368.851 METERS 09344     |
 AB4247|---------------------------------------------------------------------|
 AB4247
 AB4247                          SUPERSEDED SURVEY CONTROL
 AB4247
 AB4247  NAD 83(1994)-  33 55 54.33808(N)    084 20 30.13467(W) AD(       ) 1
 AB4247  ELLIP H (06/18/96)  285.08   (m)                       GP(       ) 4 1
 AB4247
 AB4247.Superseded values are not recommended for survey control.
 AB4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4247.See file dsdata.txt to determine how the superseded data were derived.
 AB4247
 AB4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4571757773(NAD 83)
 AB4247_MARKER: Z = SEE DESCRIPTION
 AB4247_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4247+WITH SETTING: PAVEMENT
 AB4247_SP_SET: CONCRETE MEDIAN
 AB4247_STAMPING: 5015
 AB4247_MARK LOGO: GA-089
 AB4247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4247+STABILITY: SURFACE MOTION
 AB4247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4247+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 AB4247
 AB4247  HISTORY     - Date     Condition        Report By
 AB4247  HISTORY     - 1995     MONUMENTED       MSI
 AB4247  HISTORY     - 20050812 GOOD             INDIV
 AB4247
 AB4247                          STATION DESCRIPTION
 AB4247
 AB4247'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4247'TO REACH THE STATION FROM THE INTERSECTION OF ASHFORD DUNWOODY ROAD
 AB4247'AND I-285, PROCEED NORTH ON ASHFORD DUNWOODY ROAD FOR 0.9 MI (1.4 KM)
 AB4247'TO THE INTERSECTION WITH MEADOW LANE ON THE LEFT. TURN LEFT AND
 AB4247'PROCEED WEST ON MEADOW LANE FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 AB4247'LEFT IN TOP OF CONCRETE MEDIAN. STATION IS AN ALUMINUM DISK SET IN A
 AB4247'CONCRETE MEDIAN STAMPED 5015 AND IS LOCATED 47.9 FT (14.6 M) WEST OF
 AB4247'DE KALB COUNTY BENCHMARK 614 GROUTED IN MEDIAN, 14.3 FT (4.4 M) SOUTH
 AB4247'OF CENTERLINE OF WESTBOUND MEADOW LANE, 28.2 FT (8.6 M) NORTH OF THE
 AB4247'CENTERLINE OF EASTBOUND MEADOW LANE, AND 66.7 FT (20.3 M) WEST OF THE
 AB4247'EAST END OF CONCRETE MEDIAN.
 AB4247
 AB4247                          STATION RECOVERY (2005)
 AB4247
 AB4247'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AB4247'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4249 ***********************************************************************
 AB4249  DESIGNATION -  5021
 AB4249  PID         -  AB4249
 AB4249  STATE/COUNTY-  GA/DE KALB
 AB4249  USGS QUAD   -  CHAMBLEE (1993)
 AB4249
 AB4249                         *CURRENT SURVEY CONTROL
 AB4249  ___________________________________________________________________
 AB4249* NAD 83(1994)-  33 54 44.69235(N)    084 19 36.90523(W)     ADJUSTED  
 AB4249* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 AB4249  ___________________________________________________________________
 AB4249  X           -     523,807.458 (meters)                     COMP
 AB4249  Y           -  -5,272,939.184 (meters)                     COMP
 AB4249  Z           -   3,538,527.859 (meters)                     COMP
 AB4249  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AB4249  ELLIP HEIGHT-         250.29  (meters)          (09/03/97) GPS OBS
 AB4249  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4249
 AB4249  HORZ ORDER  -  FIRST
 AB4249  ELLP ORDER  -  FOURTH    CLASS II
 AB4249
 AB4249.The horizontal coordinates were established by GPS observations
 AB4249.and adjusted by the National Geodetic Survey in September 1997..
 AB4249
 AB4249.The orthometric height was determined by GPS observations and a
 AB4249.high-resolution geoid model.
 AB4249
 AB4249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4249
 AB4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4249
 AB4249.The ellipsoidal height was determined by GPS observations
 AB4249.and is referenced to NAD 83.
 AB4249
 AB4249.The geoid height was determined by GEOID03.
 AB4249
 AB4249;                    North         East     Units Scale Factor Converg.
 AB4249;SPC GA W     -   433,801.104   685,181.501   MT  0.99990271   -0 05 21.9
 AB4249;SPC GA W     - 1,423,229.12  2,247,966.31   sFT  0.99990271   -0 05 21.9
 AB4249;UTM  16      - 3,755,662.614   747,140.490   MT  1.00035301   +1 29 31.7
 AB4249
 AB4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4249!SPC GA W     -   0.99996071  x   0.99990271  =   0.99986342
 AB4249!UTM  16      -   0.99996071  x   1.00035301  =   1.00031371
 AB4249
 AB4249                          SUPERSEDED SURVEY CONTROL
 AB4249
 AB4249  NAD 83(1994)-  33 54 44.69198(N)    084 19 36.90478(W) AD(       ) 1
 AB4249  ELLIP H (06/18/96)  250.29   (m)                       GP(       ) 4 1
 AB4249
 AB4249.Superseded values are not recommended for survey control.
 AB4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4249.See file dsdata.txt to determine how the superseded data were derived.
 AB4249
 AB4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4714055663(NAD 83)
 AB4249_MARKER: A = ALUMINUM MARKER
 AB4249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4249_STAMPING: 5021
 AB4249_MARK LOGO: GA-089
 AB4249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4249+STABILITY: SURFACE MOTION
 AB4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4249+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4249
 AB4249  HISTORY     - Date     Condition        Report By
 AB4249  HISTORY     - 1995     MONUMENTED       MSI
 AB4249
 AB4249                          STATION DESCRIPTION
 AB4249
 AB4249'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4249'TO REACH THE STATION FROM THE INTERSECTION OF ASHFORD DUNWOODY ROAD
 AB4249'AND I-285, PROCEED SOUTH ON ASHFORD DUNWOODY ROAD FOR 0.9 MI (1.4 KM)
 AB4249'TO THE INTERSECTION WITH WEST NANCY CREEK ROAD. TURN LEFT AND PROCEED
 AB4249'EAST ON WEST NANCY CREEK ROAD FOR 0.4 MI (0.6 KM) TO THE INTERSECTION
 AB4249'WITH CANDLER LAKE ROAD WEST ON THE LEFT. TURN LEFT AND PROCEED NORTH
 AB4249'ON CANDLER LAKE ROAD WEST FOR 0.2 MI (0.3 KM) TO ENTRANCE TO PARKING
 AB4249'LOT FOR MURPHY CANDLER PARK POOL. ENTER THE PARKING LOT FOR MURPHY
 AB4249'CANDLER PARK, TURN LEFT AND PROCEED NORTH IN PARKING LOT FOR 90 FT
 AB4249'(27.4 M) TO THE STATION ON THE LEFT IN THE GRASS. STATION IS AN
 AB4249'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5021 AND IS LOCATED 3.5
 AB4249'FT (1.1 M) WEST OF EDGE OF CURB, 70.0 FT (21.3 M) EAST OF CENTERLINE
 AB4249'OF CANDLER LAKE ROAD WEST, AND 30.5 FT (9.3 M) NE OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4250 ***********************************************************************
 AB4250  DESIGNATION -  5022
 AB4250  PID         -  AB4250
 AB4250  STATE/COUNTY-  GA/DE KALB
 AB4250  USGS QUAD   -  CHAMBLEE (1993)
 AB4250
 AB4250                         *CURRENT SURVEY CONTROL
 AB4250  ___________________________________________________________________
 AB4250* NAD 83(1994)-  33 54 37.42773(N)    084 18 38.24162(W)     ADJUSTED  
 AB4250* NAVD 88     -       284.2    (meters)     932.     (feet)  GPS OBS   
 AB4250  ___________________________________________________________________
 AB4250  X           -     525,319.845 (meters)                     COMP
 AB4250  Y           -  -5,272,917.831 (meters)                     COMP
 AB4250  Z           -   3,538,344.503 (meters)                     COMP
 AB4250  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AB4250  ELLIP HEIGHT-         254.61  (meters)          (09/03/97) GPS OBS
 AB4250  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4250
 AB4250  HORZ ORDER  -  FIRST
 AB4250  ELLP ORDER  -  FOURTH    CLASS II
 AB4250
 AB4250.The horizontal coordinates were established by GPS observations
 AB4250.and adjusted by the National Geodetic Survey in September 1997..
 AB4250
 AB4250.The orthometric height was determined by GPS observations and a
 AB4250.high-resolution geoid model.
 AB4250
 AB4250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4250
 AB4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4250
 AB4250.The ellipsoidal height was determined by GPS observations
 AB4250.and is referenced to NAD 83.
 AB4250
 AB4250.The geoid height was determined by GEOID03.
 AB4250
 AB4250;                    North         East     Units Scale Factor Converg.
 AB4250;SPC GA W     -   433,575.062   686,688.033   MT  0.99990218   -0 04 49.1
 AB4250;SPC GA W     - 1,422,487.52  2,252,908.99   sFT  0.99990218   -0 04 49.1
 AB4250;UTM  16      - 3,755,478.153   748,653.375   MT  1.00036226   +1 30 04.2
 AB4250
 AB4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4250!SPC GA W     -   0.99996003  x   0.99990218  =   0.99986222
 AB4250!UTM  16      -   0.99996003  x   1.00036226  =   1.00032228
 AB4250
 AB4250                          SUPERSEDED SURVEY CONTROL
 AB4250
 AB4250  NAD 83(1994)-  33 54 37.42734(N)    084 18 38.24117(W) AD(       ) 1
 AB4250  ELLIP H (06/18/96)  254.62   (m)                       GP(       ) 4 1
 AB4250
 AB4250.Superseded values are not recommended for survey control.
 AB4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4250.See file dsdata.txt to determine how the superseded data were derived.
 AB4250
 AB4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4865355478(NAD 83)
 AB4250_MARKER: A = ALUMINUM MARKER
 AB4250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4250_STAMPING: 5022
 AB4250_MARK LOGO: GA-089
 AB4250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4250+STABILITY: SURFACE MOTION
 AB4250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4250+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4250
 AB4250  HISTORY     - Date     Condition        Report By
 AB4250  HISTORY     - 1995     MONUMENTED       MSI
 AB4250
 AB4250                          STATION DESCRIPTION
 AB4250
 AB4250'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4250'TO REACH THE STATION FROM THE INTERSECTION OF PEACHTREE INDUSTRIAL
 AB4250'BOULEVARD AND CHAMBEE DUNWOODY ROAD IN CHAMBEE, PROCEED NORTH ON
 AB4250'CHAMBEE DUNWOODY DOAD FOR 1.15 MI (1.85 KM) TO STATION ON THE RIGHT,
 AB4250'JUST BEFORE ENTRANCE TO CHAMBEE FIRST UNITED METHODIST CHURCH. STATION
 AB4250'IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5022 AND IS LOCATED
 AB4250'68.3 FT (20.8 M) NW OF WESTERN CORNER OF CHURCH SIGN, 38.3 FT (11.7 M)
 AB4250'EAST OF CENTERLINE OF CHAMBEE DUNWOODY ROAD, AND 29.5 FT (9.0 M) SW OF
 AB4250'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4253 ***********************************************************************
 AB4253  DESIGNATION -  5029
 AB4253  PID         -  AB4253
 AB4253  STATE/COUNTY-  GA/DE KALB
 AB4253  USGS QUAD   -  CHAMBLEE (1993)
 AB4253
 AB4253                         *CURRENT SURVEY CONTROL
 AB4253  ___________________________________________________________________
 AB4253* NAD 83(1994)-  33 53 32.71991(N)    084 16 19.93238(W)     ADJUSTED  
 AB4253* NAVD 88     -       292.0    (meters)     958.     (feet)  GPS OBS   
 AB4253  ___________________________________________________________________
 AB4253  X           -     528,967.073 (meters)                     COMP
 AB4253  Y           -  -5,273,677.349 (meters)                     COMP
 AB4253  Z           -   3,536,693.981 (meters)                     COMP
 AB4253  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AB4253  ELLIP HEIGHT-         262.39  (meters)          (09/03/97) GPS OBS
 AB4253  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB4253
 AB4253  HORZ ORDER  -  FIRST
 AB4253  ELLP ORDER  -  FOURTH    CLASS II
 AB4253
 AB4253.The horizontal coordinates were established by GPS observations
 AB4253.and adjusted by the National Geodetic Survey in September 1997..
 AB4253
 AB4253.The orthometric height was determined by GPS observations and a
 AB4253.high-resolution geoid model.
 AB4253
 AB4253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4253
 AB4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4253
 AB4253.The ellipsoidal height was determined by GPS observations
 AB4253.and is referenced to NAD 83.
 AB4253
 AB4253.The geoid height was determined by GEOID03.
 AB4253
 AB4253;                    North         East     Units Scale Factor Converg.
 AB4253;SPC GA W     -   431,577.214   690,238.708   MT  0.99990117   -0 03 31.9
 AB4253;SPC GA W     - 1,415,932.91  2,264,558.16   sFT  0.99990117   -0 03 31.9
 AB4253;UTM  16      - 3,753,578.141   752,259.524   MT  1.00038454   +1 31 18.9
 AB4253
 AB4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4253!SPC GA W     -   0.99995881  x   0.99990117  =   0.99985998
 AB4253!UTM  16      -   0.99995881  x   1.00038454  =   1.00034333
 AB4253
 AB4253                          SUPERSEDED SURVEY CONTROL
 AB4253
 AB4253  NAD 83(1994)-  33 53 32.71959(N)    084 16 19.93184(W) AD(       ) 1
 AB4253  ELLIP H (06/18/96)  262.40   (m)                       GP(       ) 4 1
 AB4253
 AB4253.Superseded values are not recommended for survey control.
 AB4253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4253.See file dsdata.txt to determine how the superseded data were derived.
 AB4253
 AB4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5226053578(NAD 83)
 AB4253_MARKER: A = ALUMINUM MARKER
 AB4253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4253_STAMPING: 5029
 AB4253_MARK LOGO: GA-089
 AB4253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4253+STABILITY: SURFACE MOTION
 AB4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4253+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4253
 AB4253  HISTORY     - Date     Condition        Report By
 AB4253  HISTORY     - 1995     MONUMENTED       MSI
 AB4253
 AB4253                          STATION DESCRIPTION
 AB4253
 AB4253'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4253'TO REACH THE STATION FROM THE INTERSECTION OF BUFORD HIGHWAY AND
 AB4253'I-285, PROCEED SOUTH ON BUFORD HIGHWAY FOR 0.1 MI (0.2 KM) TO THE
 AB4253'INTERSECTION WITH JESS NORMAN HIGHWAY ON THE LEFT. TURN LEFT AND
 AB4253'PROCEED SE ON JESS NORMAN HIGHWAY FOR 0.1 MI (0.2 KM) TO A T
 AB4253'INTERSECTION WITH STEWART ROAD. TURN RIGHT AND PROCEED SOUTH ON
 AB4253'STEWART ROAD 0.5 MI (0.8 KM) TO THE NORTH ENTRANCE TO SEQUOYAH JUNIOR
 AB4253'HIGH SCHOOL PARKING LOT. TURN LEFT AND GO EAST 400 FT (121.9 M) TO
 AB4253'STATION ON THE RIGHT AT THE END OF A GRASS MEDIAN. STATION IS AN
 AB4253'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5029 AND IS LOCATED 12.5
 AB4253'FT (3.8 M) EAST OF WESTERN CURB EDGE, 4.0 FT (1.2 M) WEST OF EASTERN
 AB4253'CURB EDGE, 3.5 FT (1.1 M) NORTH OF EDGE OF SIDEWALK, AND 93.5 FT (28.5
 AB4253'M) WNW OF NW CORNER OF SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7119 ***********************************************************************
 AB7119  DESIGNATION -  503 DSC
 AB7119  PID         -  AB7119
 AB7119  STATE/COUNTY-  GA/DOUGHERTY
 AB7119  USGS QUAD   -  ALBANY EAST (1988)
 AB7119
 AB7119                         *CURRENT SURVEY CONTROL
 AB7119  ___________________________________________________________________
 AB7119* NAD 83(1986)-  31 31 05.     (N)    084 04 13.     (W)     SCALED    
 AB7119* NAVD 88     -        66.915  (meters)     219.54   (feet)  ADJUSTED  
 AB7119  ___________________________________________________________________
 AB7119  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AB7119  DYNAMIC HT  -          66.834 (meters)     219.27  (feet)  COMP
 AB7119  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 AB7119
 AB7119  VERT ORDER  -  SECOND    CLASS II
 AB7119
 AB7119.The horizontal coordinates were scaled from a topographic map and have
 AB7119.an estimated accuracy of +/- 6 seconds.
 AB7119
 AB7119.The orthometric height was determined by differential leveling
 AB7119.and adjusted by the National Geodetic Survey in November 1996..
 AB7119
 AB7119.The geoid height was determined by GEOID03.
 AB7119
 AB7119.The dynamic height is computed by dividing the NAVD 88
 AB7119.geopotential number by the normal gravity value computed on the
 AB7119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7119.degrees latitude (g = 980.6199 gals.).
 AB7119
 AB7119.The modeled gravity was interpolated from observed gravity values.
 AB7119
 AB7119;                    North         East    Units  Estimated Accuracy
 AB7119;SPC GA W     -   168,290.      709,150.      MT  (+/- 180 meters Scaled)
 AB7119
 AB7119                          SUPERSEDED SURVEY CONTROL
 AB7119
 AB7119.No superseded survey control is available for this station.
 AB7119
 AB7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV782907(NAD 83)
 AB7119_MARKER: A = ALUMINUM MARKER
 AB7119_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7119_STAMPING: 503 DSC 1988
 AB7119_MARK LOGO: ALBDOU
 AB7119_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7119
 AB7119  HISTORY     - Date     Condition        Report By
 AB7119  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7119  HISTORY     - 19900301 GOOD             HOBBS
 AB7119
 AB7119                          STATION DESCRIPTION
 AB7119
 AB7119'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7119'MARK IS ABOUT 7 MILES (11.3 KM) SE OF DOWNTOWN ALBANY, 2.35 MI (3.78
 AB7119'KM) SE ALONG MOULTRIE ROAD (STATE ROUTE 133) FROM THE JUNCTION OF
 AB7119'HOLLEY ROAD TO SOUTH AND MOCK ROAD TO NORTH, AT HONEYSUCKLE DRIVE, 30
 AB7119'FT (9.1 M) SE OF HONEYSUCKLE DR, 44.2 FT (13.5 M) SW OF MOULTRIE ROAD,
 AB7119'13 FT (4.0 M) NW OF 16-INCH PINE, DISK ON STEEL ROD INSIDE CAST IRON
 AB7119'BOX, 1.1 FT (0.3 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4255 ***********************************************************************
 AB4255  DESIGNATION -  5034
 AB4255  PID         -  AB4255
 AB4255  STATE/COUNTY-  GA/GWINNETT
 AB4255  USGS QUAD   -  NORCROSS (1992)
 AB4255
 AB4255                         *CURRENT SURVEY CONTROL
 AB4255  ___________________________________________________________________
 AB4255* NAD 83(1994)-  33 53 30.29996(N)    084 12 37.65596(W)     ADJUSTED  
 AB4255* NAVD 88     -       323.6    (meters)    1062.     (feet)  GPS OBS   
 AB4255  ___________________________________________________________________
 AB4255  X           -     534,656.666 (meters)                     COMP
 AB4255  Y           -  -5,273,171.789 (meters)                     COMP
 AB4255  Z           -   3,536,649.752 (meters)                     COMP
 AB4255  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AB4255  ELLIP HEIGHT-         294.07  (meters)          (09/03/97) GPS OBS
 AB4255  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AB4255
 AB4255  HORZ ORDER  -  FIRST
 AB4255  ELLP ORDER  -  FOURTH    CLASS II
 AB4255
 AB4255.The horizontal coordinates were established by GPS observations
 AB4255.and adjusted by the National Geodetic Survey in September 1997..
 AB4255
 AB4255.The orthometric height was determined by GPS observations and a
 AB4255.high-resolution geoid model.
 AB4255
 AB4255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4255
 AB4255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4255
 AB4255.The ellipsoidal height was determined by GPS observations
 AB4255.and is referenced to NAD 83.
 AB4255
 AB4255.The geoid height was determined by GEOID03.
 AB4255
 AB4255;                    North         East     Units Scale Factor Converg.
 AB4255;SPC GA W     -   431,498.510   695,949.443   MT  0.99990020   -0 01 27.9
 AB4255;SPC GA W     - 1,415,674.69  2,283,294.13   sFT  0.99990020   -0 01 27.9
 AB4255;UTM  16      - 3,753,657.045   757,973.123   MT  1.00042048   +1 33 23.0
 AB4255
 AB4255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4255!SPC GA W     -   0.99995384  x   0.99990020  =   0.99985404
 AB4255!UTM  16      -   0.99995384  x   1.00042048  =   1.00037430
 AB4255
 AB4255                          SUPERSEDED SURVEY CONTROL
 AB4255
 AB4255  NAD 83(1994)-  33 53 30.29959(N)    084 12 37.65539(W) AD(       ) 1
 AB4255  ELLIP H (06/18/96)  294.08   (m)                       GP(       ) 4 1
 AB4255
 AB4255.Superseded values are not recommended for survey control.
 AB4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4255.See file dsdata.txt to determine how the superseded data were derived.
 AB4255
 AB4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5797353657(NAD 83)
 AB4255_MARKER: A = ALUMINUM MARKER
 AB4255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4255_STAMPING: 5034
 AB4255_MARK LOGO: GA-089
 AB4255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4255+STABILITY: SURFACE MOTION
 AB4255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4255+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4255
 AB4255  HISTORY     - Date     Condition        Report By
 AB4255  HISTORY     - 1995     MONUMENTED       MSI
 AB4255
 AB4255                          STATION DESCRIPTION
 AB4255
 AB4255'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4255'TO REACH THE STATION FROM THE INTERSECTION OF JIMMY CARTER BOULEVARD
 AB4255'AND I-85 (EXIT-37), PROCEED SOUTH ON JIMMY CARTER BOULEVARD FOR 0.75
 AB4255'MI (1.21 KM) TO THE INTERSECTION WITH NORCROSS TUCKER ROAD SOUTH. TURN
 AB4255'RIGHT AND PROCEED SW FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH OLD
 AB4255'NORCROSS ROAD ON THE LEFT. CONTINUE ON NORCROSS TUCKER ROAD SOUTH TO
 AB4255'THE STATION ON THE LEFT AT THE SOUTH SIDE OF ENTRANCE TO ECKERD DRUG
 AB4255'STORE PARKING. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4255'STAMPED 5034 AND IS LOCATED 19.7 M (64.6 FT) WEST OF LARGE TREE, 1.2 M
 AB4255'(3.9 FT) SSE OF EDGE OF SIDEWALK, AND 25.1 M (82.3 FT) SW OF FIRE
 AB4255'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4256 ***********************************************************************
 AB4256  DESIGNATION -  5037
 AB4256  PID         -  AB4256
 AB4256  STATE/COUNTY-  GA/GWINNETT
 AB4256  USGS QUAD   -  NORCROSS (1992)
 AB4256
 AB4256                         *CURRENT SURVEY CONTROL
 AB4256  ___________________________________________________________________
 AB4256* NAD 83(1994)-  33 56 04.48566(N)    084 12 58.09101(W)     ADJUSTED  
 AB4256* NAVD 88     -       322.9    (meters)    1059.     (feet)  GPS OBS   
 AB4256  ___________________________________________________________________
 AB4256  X           -     533,867.052 (meters)                     COMP
 AB4256  Y           -  -5,270,586.926 (meters)                     COMP
 AB4256  Z           -   3,540,592.025 (meters)                     COMP
 AB4256  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AB4256  ELLIP HEIGHT-         293.33  (meters)          (09/03/97) GPS OBS
 AB4256  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4256
 AB4256  HORZ ORDER  -  FIRST
 AB4256  ELLP ORDER  -  FOURTH    CLASS II
 AB4256
 AB4256.The horizontal coordinates were established by GPS observations
 AB4256.and adjusted by the National Geodetic Survey in September 1997..
 AB4256
 AB4256.The orthometric height was determined by GPS observations and a
 AB4256.high-resolution geoid model.
 AB4256
 AB4256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4256
 AB4256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4256
 AB4256.The ellipsoidal height was determined by GPS observations
 AB4256.and is referenced to NAD 83.
 AB4256
 AB4256.The geoid height was determined by GEOID03.
 AB4256
 AB4256;                    North         East     Units Scale Factor Converg.
 AB4256;SPC GA W     -   436,248.941   695,426.707   MT  0.99990026   -0 01 39.4
 AB4256;SPC GA W     - 1,431,260.07  2,281,579.12   sFT  0.99990026   -0 01 39.4
 AB4256;UTM  16      - 3,758,393.691   757,319.125   MT  1.00041632   +1 33 17.8
 AB4256
 AB4256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4256!SPC GA W     -   0.99995395  x   0.99990026  =   0.99985422
 AB4256!UTM  16      -   0.99995395  x   1.00041632  =   1.00037025
 AB4256
 AB4256                          SUPERSEDED SURVEY CONTROL
 AB4256
 AB4256  NAD 83(1994)-  33 56 04.48528(N)    084 12 58.09054(W) AD(       ) 1
 AB4256  ELLIP H (06/18/96)  293.32   (m)                       GP(       ) 4 1
 AB4256
 AB4256.Superseded values are not recommended for survey control.
 AB4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4256.See file dsdata.txt to determine how the superseded data were derived.
 AB4256
 AB4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5731958394(NAD 83)
 AB4256_MARKER: A = ALUMINUM MARKER
 AB4256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4256_STAMPING: 5037
 AB4256_MARK LOGO: GA-089
 AB4256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4256+STABILITY: SURFACE MOTION
 AB4256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4256+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4256
 AB4256  HISTORY     - Date     Condition        Report By
 AB4256  HISTORY     - 1995     MONUMENTED       MSI
 AB4256
 AB4256                          STATION DESCRIPTION
 AB4256
 AB4256'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4256'TO REACH THE STATION FROM THE INTERSECTION OF JIMMY CARTER BOULEVARD
 AB4256'AND I-85 (EXIT-37), PROCEED NORTH ON JIMMY CARTER BOULEVARD FOR 0.7 MI
 AB4256'(1.1 KM) TO THE INTERSECTION WITH NORCROSS TUCKER ROAD NORTH ON THE
 AB4256'RIGHT. TURN RIGHT AND PROCEED NORTH ON NORCROSS TUCKER ROAD NORTH FOR
 AB4256'1.0 MI (1.6 KM) TO THE INTERSECTION WITH BUFORD HIGHWAY AND THE
 AB4256'STATION IN THE SE QUADRANT OF THE INTERSECTION. STATION IS AN ALUMINUM
 AB4256'DISK SET IN A CONCRETE POST STAMPED 5037 AND IS LOCATED 2.1 M (6.9 FT)
 AB4256'SW OF CENTER OF BELL TELEPHONE MANHOLE COVER, 3.9 M (12.8 FT) NW OF
 AB4256'TRAFFIC LIGHT SUPPORT POLE, AND 2.2 M (7.2 FT) FROM SOUTHERN EDGE OF
 AB4256'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7118 ***********************************************************************
 AB7118  DESIGNATION -  504 DSC
 AB7118  PID         -  AB7118
 AB7118  STATE/COUNTY-  GA/DOUGHERTY
 AB7118  USGS QUAD   -  ALBANY EAST (1988)
 AB7118
 AB7118                         *CURRENT SURVEY CONTROL
 AB7118  ___________________________________________________________________
 AB7118* NAD 83(1986)-  31 30 44.     (N)    084 03 27.     (W)     SCALED    
 AB7118* NAVD 88     -        68.520  (meters)     224.80   (feet)  ADJUSTED  
 AB7118  ___________________________________________________________________
 AB7118  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AB7118  DYNAMIC HT  -          68.436 (meters)     224.53  (feet)  COMP
 AB7118  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 AB7118
 AB7118  VERT ORDER  -  SECOND    CLASS II
 AB7118
 AB7118.The horizontal coordinates were scaled from a topographic map and have
 AB7118.an estimated accuracy of +/- 6 seconds.
 AB7118
 AB7118.The orthometric height was determined by differential leveling
 AB7118.and adjusted by the National Geodetic Survey in November 1996..
 AB7118
 AB7118.The geoid height was determined by GEOID03.
 AB7118
 AB7118.The dynamic height is computed by dividing the NAVD 88
 AB7118.geopotential number by the normal gravity value computed on the
 AB7118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7118.degrees latitude (g = 980.6199 gals.).
 AB7118
 AB7118.The modeled gravity was interpolated from observed gravity values.
 AB7118
 AB7118;                    North         East    Units  Estimated Accuracy
 AB7118;SPC GA W     -   167,640.      710,370.      MT  (+/- 180 meters Scaled)
 AB7118
 AB7118                          SUPERSEDED SURVEY CONTROL
 AB7118
 AB7118.No superseded survey control is available for this station.
 AB7118
 AB7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV794901(NAD 83)
 AB7118_MARKER: A = ALUMINUM MARKER
 AB7118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7118_SP_SET: HEADWALL
 AB7118_STAMPING: 504 DSC 1988
 AB7118_MARK LOGO: ALBDOU
 AB7118_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7118+STABILITY: SURFACE MOTION
 AB7118
 AB7118  HISTORY     - Date     Condition        Report By
 AB7118  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7118  HISTORY     - 19900301 GOOD             HOBBS
 AB7118
 AB7118                          STATION DESCRIPTION
 AB7118
 AB7118'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7118'MARK IS ABOUT 8 MILES (12.9 KM) SE OF DOWNTOWN ALBANY, 3.2 MI (5.1 KM)
 AB7118'SE OF JUNCTION OF MOULTRIE HIGHWAY SR 133 AND MOCK ROAD, 0.1 MILE (0.2
 AB7118'KM) SE OF MILE POST 5 AND GRAVEL HILL RD, IN NW CORNER OF 4-FT
 AB7118'HEADWALL, 4.5 FT (1.4 M) NE OF NE EDGE PAVEMENT, MOULTRIE HWY, 35.1 FT
 AB7118'(10.7 M) SOUTH OF POWERPOLE AT EDGE OF FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4257 ***********************************************************************
 AB4257  DESIGNATION -  5041
 AB4257  PID         -  AB4257
 AB4257  STATE/COUNTY-  GA/DE KALB
 AB4257  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4257
 AB4257                         *CURRENT SURVEY CONTROL
 AB4257  ___________________________________________________________________
 AB4257* NAD 83(1994)-  33 52 14.05375(N)    084 15 42.37465(W)     ADJUSTED  
 AB4257* NAVD 88     -       278.3    (meters)     913.     (feet)  GPS OBS   
 AB4257  ___________________________________________________________________
 AB4257  X           -     530,061.292 (meters)                     COMP
 AB4257  Y           -  -5,274,914.156 (meters)                     COMP
 AB4257  Z           -   3,534,674.067 (meters)                     COMP
 AB4257  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AB4257  ELLIP HEIGHT-         248.73  (meters)          (09/03/97) GPS OBS
 AB4257  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AB4257
 AB4257  HORZ ORDER  -  FIRST
 AB4257  ELLP ORDER  -  FOURTH    CLASS II
 AB4257
 AB4257.The horizontal coordinates were established by GPS observations
 AB4257.and adjusted by the National Geodetic Survey in September 1997..
 AB4257
 AB4257.The orthometric height was determined by GPS observations and a
 AB4257.high-resolution geoid model.
 AB4257
 AB4257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4257
 AB4257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4257
 AB4257.The ellipsoidal height was determined by GPS observations
 AB4257.and is referenced to NAD 83.
 AB4257
 AB4257.The geoid height was determined by GEOID03.
 AB4257
 AB4257;                    North         East     Units Scale Factor Converg.
 AB4257;SPC GA W     -   429,152.715   691,201.406   MT  0.99990095   -0 03 10.8
 AB4257;SPC GA W     - 1,407,978.53  2,267,716.61   sFT  0.99990095   -0 03 10.8
 AB4257;UTM  16      - 3,751,179.948   753,289.220   MT  1.00039096   +1 31 36.8
 AB4257
 AB4257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4257!SPC GA W     -   0.99996095  x   0.99990095  =   0.99986191
 AB4257!UTM  16      -   0.99996095  x   1.00039096  =   1.00035190
 AB4257
 AB4257                          SUPERSEDED SURVEY CONTROL
 AB4257
 AB4257  NAD 83(1994)-  33 52 14.05344(N)    084 15 42.37411(W) AD(       ) 1
 AB4257  ELLIP H (06/18/96)  248.74   (m)                       GP(       ) 4 1
 AB4257
 AB4257.Superseded values are not recommended for survey control.
 AB4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4257.See file dsdata.txt to determine how the superseded data were derived.
 AB4257
 AB4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5328951180(NAD 83)
 AB4257_MARKER: A = ALUMINUM MARKER
 AB4257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4257_MARK LOGO: GA-089
 AB4257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4257+STABILITY: SURFACE MOTION
 AB4257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4257+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4257
 AB4257  HISTORY     - Date     Condition        Report By
 AB4257  HISTORY     - 1995     MONUMENTED       MSI
 AB4257
 AB4257                          STATION DESCRIPTION
 AB4257
 AB4257'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4257'TO REACH THE STATION FROM THE INTERSECTION OF CHAMBLEE-TUCKER RD. AND
 AB4257'MERCER UNIVERSITY DR., PROCEED EAST ON  MERCER UNIVERSITY DR. 0.1 MI
 AB4257'(0.2 KM) TO INTERSECTION WITH FLOWERS RD. TURN RIGHT ONTO FLOWERS RD.
 AB4257'AND CONTINUE FOR 0.8 MI (1.3 KM) TO THE BALL FIELD AND THE STATION ON
 AB4257'THE NORTH SIDE OF FLOWERS RD. STATION IS AN ALUMINUM DISK SET IN A
 AB4257'CONCRETE POST STAMPED 5041 AND IS LOCATED 63.6 M (208.7 FT) EAST OF
 AB4257'NORTHEAST CORNER OF POWER BOX, 20.4 M (66.9 FT) SE OF CHAIN-LINK FENCE
 AB4257'AT NO GOLFING ON CAMPUS SIGN, 13.4 M (44.0 FT) NORTH OF CENTERLINE OF
 AB4257'FLOWERS RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4258 ***********************************************************************
 AB4258  DESIGNATION -  5043
 AB4258  PID         -  AB4258
 AB4258  STATE/COUNTY-  GA/DE KALB
 AB4258  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4258
 AB4258                         *CURRENT SURVEY CONTROL
 AB4258  ___________________________________________________________________
 AB4258* NAD 83(1994)-  33 51 36.71539(N)    084 18 05.13112(W)     ADJUSTED  
 AB4258* NAVD 88     -       269.4    (meters)     884.     (feet)  GPS OBS   
 AB4258  ___________________________________________________________________
 AB4258  X           -     526,473.305 (meters)                     COMP
 AB4258  Y           -  -5,275,910.308 (meters)                     COMP
 AB4258  Z           -   3,533,713.797 (meters)                     COMP
 AB4258  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AB4258  ELLIP HEIGHT-         239.81  (meters)          (09/03/97) GPS OBS
 AB4258  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB4258
 AB4258  HORZ ORDER  -  FIRST
 AB4258  ELLP ORDER  -  FOURTH    CLASS II
 AB4258
 AB4258.The horizontal coordinates were established by GPS observations
 AB4258.and adjusted by the National Geodetic Survey in September 1997..
 AB4258
 AB4258.The orthometric height was determined by GPS observations and a
 AB4258.high-resolution geoid model.
 AB4258
 AB4258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4258
 AB4258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4258
 AB4258.The ellipsoidal height was determined by GPS observations
 AB4258.and is referenced to NAD 83.
 AB4258
 AB4258.The geoid height was determined by GEOID03.
 AB4258
 AB4258;                    North         East     Units Scale Factor Converg.
 AB4258;SPC GA W     -   428,006.495   687,531.236   MT  0.99990192   -0 04 30.3
 AB4258;SPC GA W     - 1,404,217.98  2,255,675.40   sFT  0.99990192   -0 04 30.3
 AB4258;UTM  16      - 3,749,932.392   749,650.303   MT  1.00036839   +1 30 15.6
 AB4258
 AB4258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4258!SPC GA W     -   0.99996235  x   0.99990192  =   0.99986428
 AB4258!UTM  16      -   0.99996235  x   1.00036839  =   1.00033073
 AB4258
 AB4258                          SUPERSEDED SURVEY CONTROL
 AB4258
 AB4258  NAD 83(1994)-  33 51 36.71511(N)    084 18 05.13059(W) AD(       ) 1
 AB4258  ELLIP H (06/18/96)  239.81   (m)                       GP(       ) 4 1
 AB4258
 AB4258.Superseded values are not recommended for survey control.
 AB4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4258.See file dsdata.txt to determine how the superseded data were derived.
 AB4258
 AB4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4965049932(NAD 83)
 AB4258_MARKER: A = ALUMINUM MARKER
 AB4258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4258_STAMPING: 5043
 AB4258_MARK LOGO: GA-089
 AB4258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4258+STABILITY: SURFACE MOTION
 AB4258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4258+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4258
 AB4258  HISTORY     - Date     Condition        Report By
 AB4258  HISTORY     - 1995     MONUMENTED       MSI
 AB4258
 AB4258                          STATION DESCRIPTION
 AB4258
 AB4258'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4258'TO REACH THE STATION FROM THE INTERSECTION OF BUFORD HWY AND DRESDEN
 AB4258'DR., PROCEED SOUTHWEST ON BUFORD HWY FOR 0.05 MI (0.08 KM) TO THE
 AB4258'INTERSECTION WITH PLASTER RD., PROCEED SOUTHEAST ON PLASTER RD. FOR
 AB4258'0.1 MI (0.2 KM) TO THE INTERSECTION WITH WOODACRES RD., PROCEED SOUTH
 AB4258'ON WOODACRES RD. FOR 0.3 MI (0.5 KM) TO INTERSECTION WITH CAPEHART
 AB4258'CIR., STATION IN BLVD. ON NORTHEAST QUADRANT OF INTERSECTION UNDER
 AB4258'POWERLINES. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED
 AB4258'5043 AND IS LOCATED 5.33 M (17.49 FT) EAST OF CENTERLINE OF WOOD ACRES
 AB4258'RD., 22.1 M (72.5 FT) NORTH OF CENTERLINE OF CAPEHART CIR., 7.74 M
 AB4258'(25.39 FT) NORTH OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4259 ***********************************************************************
 AB4259  DESIGNATION -  5044
 AB4259  PID         -  AB4259
 AB4259  STATE/COUNTY-  GA/DE KALB
 AB4259  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4259
 AB4259                         *CURRENT SURVEY CONTROL
 AB4259  ___________________________________________________________________
 AB4259* NAD 83(1994)-  33 51 20.76754(N)    084 15 33.18857(W)     ADJUSTED  
 AB4259* NAVD 88     -       308.8    (meters)    1013.     (feet)  GPS OBS   
 AB4259  ___________________________________________________________________
 AB4259  X           -     530,390.258 (meters)                     COMP
 AB4259  Y           -  -5,275,826.026 (meters)                     COMP
 AB4259  Z           -   3,533,327.698 (meters)                     COMP
 AB4259  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AB4259  ELLIP HEIGHT-         279.23  (meters)          (09/03/97) GPS OBS
 AB4259  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AB4259
 AB4259  HORZ ORDER  -  FIRST
 AB4259  ELLP ORDER  -  FOURTH    CLASS II
 AB4259
 AB4259.The horizontal coordinates were established by GPS observations
 AB4259.and adjusted by the National Geodetic Survey in September 1997..
 AB4259
 AB4259.The orthometric height was determined by GPS observations and a
 AB4259.high-resolution geoid model.
 AB4259
 AB4259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4259
 AB4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4259
 AB4259.The ellipsoidal height was determined by GPS observations
 AB4259.and is referenced to NAD 83.
 AB4259
 AB4259.The geoid height was determined by GEOID03.
 AB4259
 AB4259;                    North         East     Units Scale Factor Converg.
 AB4259;SPC GA W     -   427,510.857   691,435.999   MT  0.99990090   -0 03 05.6
 AB4259;SPC GA W     - 1,402,591.87  2,268,486.27   sFT  0.99990090   -0 03 05.6
 AB4259;UTM  16      - 3,749,544.377   753,569.120   MT  1.00039271   +1 31 39.8
 AB4259
 AB4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4259!SPC GA W     -   0.99995617  x   0.99990090  =   0.99985707
 AB4259!UTM  16      -   0.99995617  x   1.00039271  =   1.00034886
 AB4259
 AB4259:                Primary Azimuth Mark                     Grid Az
 AB4259:SPC GA W     -  5049                                     188 18 38.6
 AB4259:UTM  16      -  5049                                     186 43 53.2
 AB4259
 AB4259|---------------------------------------------------------------------|
 AB4259| PID    Reference Object                     Distance      Geod. Az  |
 AB4259|                                                           dddmmss.s |
 AB4259| AB4260 5049                                APPROX. 0.6 KM 1881533.0 |
 AB4259|---------------------------------------------------------------------|
 AB4259
 AB4259                          SUPERSEDED SURVEY CONTROL
 AB4259
 AB4259  NAD 83(1994)-  33 51 20.76724(N)    084 15 33.18802(W) AD(       ) 1
 AB4259  ELLIP H (06/18/96)  279.23   (m)                       GP(       ) 4 1
 AB4259
 AB4259.Superseded values are not recommended for survey control.
 AB4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4259.See file dsdata.txt to determine how the superseded data were derived.
 AB4259
 AB4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5356949544(NAD 83)
 AB4259_MARKER: A = ALUMINUM MARKER
 AB4259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4259_STAMPING: 5044
 AB4259_MARK LOGO: GA-089
 AB4259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4259+STABILITY: SURFACE MOTION
 AB4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4259+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4259
 AB4259  HISTORY     - Date     Condition        Report By
 AB4259  HISTORY     - 1995     MONUMENTED       MSI
 AB4259
 AB4259                          STATION DESCRIPTION
 AB4259
 AB4259'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4259'TO REACH THE STATION FROM THE INTERSECTION OF SHALLOWFORD ROAD AND
 AB4259'I-285, PROCEED SOUTHERLY ON SHALLOWFORD ROAD FOR 0.8 MI (1.3 KM) TO
 AB4259'THE INTERSECTION WITH BRIARCLIFF ROAD. TURN LEFT AND PROCEED EASTERLY
 AB4259'ON BRIARCLIFF ROAD FOR 1.2 MI (1.9 KM) TO THE INTERSECTION WITH
 AB4259'BRIARCLIFF WAY ON THE LEFT. TURN LEFT AND PROCEED EASTERLY ON
 AB4259'BRIARCLIFF WAY FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH
 AB4259'HENDERSON MILL ROAD. TURN LEFT AND PROCEED NE ON HENDERSON MILL ROAD
 AB4259'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT, LOCATED IN THE
 AB4259'HENDERSON MILL SCHOOL PLAYGROUND. STATION IS AN ALUMINUM DISK SET IN A
 AB4259'CONCRETE POST STAMPED 5044 AND IS LOCATED 52.88 M (173.49 FT) SOUTH
 AB4259'SOUTHWEST OF NORTHWEST CORNER OF ROCKWALL, 29.87 M (98.00 FT)
 AB4259'SOUTHWEST OF SOUTHWEST CORNER OF ROCKWALL, 2.74 M (8.99 FT) WEST OF
 AB4259'EDGE OF JUNGLE GYM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4260 ***********************************************************************
 AB4260  DESIGNATION -  5049
 AB4260  PID         -  AB4260
 AB4260  STATE/COUNTY-  GA/DE KALB
 AB4260  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4260
 AB4260                         *CURRENT SURVEY CONTROL
 AB4260  ___________________________________________________________________
 AB4260* NAD 83(1994)-  33 51 01.47438(N)    084 15 36.54509(W)     ADJUSTED  
 AB4260* NAVD 88     -       324.0    (meters)    1063.     (feet)  GPS OBS   
 AB4260  ___________________________________________________________________
 AB4260  X           -     530,338.793 (meters)                     COMP
 AB4260  Y           -  -5,276,176.772 (meters)                     COMP
 AB4260  Z           -   3,532,842.517 (meters)                     COMP
 AB4260  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB4260  ELLIP HEIGHT-         294.50  (meters)          (09/03/97) GPS OBS
 AB4260  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 AB4260
 AB4260  HORZ ORDER  -  FIRST
 AB4260  ELLP ORDER  -  FOURTH    CLASS II
 AB4260
 AB4260.The horizontal coordinates were established by GPS observations
 AB4260.and adjusted by the National Geodetic Survey in September 1997..
 AB4260
 AB4260.The orthometric height was determined by GPS observations and a
 AB4260.high-resolution geoid model.
 AB4260
 AB4260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4260
 AB4260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4260
 AB4260.The ellipsoidal height was determined by GPS observations
 AB4260.and is referenced to NAD 83.
 AB4260
 AB4260.The geoid height was determined by GEOID03.
 AB4260
 AB4260;                    North         East     Units Scale Factor Converg.
 AB4260;SPC GA W     -   426,916.552   691,349.186   MT  0.99990092   -0 03 07.5
 AB4260;SPC GA W     - 1,400,642.05  2,268,201.45   sFT  0.99990092   -0 03 07.5
 AB4260;UTM  16      - 3,748,947.612   753,498.683   MT  1.00039227   +1 31 37.1
 AB4260
 AB4260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4260!SPC GA W     -   0.99995377  x   0.99990092  =   0.99985469
 AB4260!UTM  16      -   0.99995377  x   1.00039227  =   1.00034602
 AB4260
 AB4260|---------------------------------------------------------------------|
 AB4260| PID    Reference Object                     Distance      Geod. Az  |
 AB4260|                                                           dddmmss.s |
 AB4260| AB4331 677                                 294.082 METERS 12134     |
 AB4260|---------------------------------------------------------------------|
 AB4260
 AB4260                          SUPERSEDED SURVEY CONTROL
 AB4260
 AB4260  NAD 83(1994)-  33 51 01.47410(N)    084 15 36.54452(W) AD(       ) 1
 AB4260  ELLIP H (06/18/96)  294.51   (m)                       GP(       ) 4 1
 AB4260
 AB4260.Superseded values are not recommended for survey control.
 AB4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4260.See file dsdata.txt to determine how the superseded data were derived.
 AB4260
 AB4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5349948948(NAD 83)
 AB4260_MARKER: A = ALUMINUM MARKER
 AB4260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4260_STAMPING: 5049
 AB4260_MARK LOGO: GA-089
 AB4260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4260+STABILITY: SURFACE MOTION
 AB4260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4260+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4260
 AB4260  HISTORY     - Date     Condition        Report By
 AB4260  HISTORY     - 1995     MONUMENTED       MSI
 AB4260  HISTORY     - 20030705 MARK NOT FOUND   USPSQD
 AB4260
 AB4260                          STATION DESCRIPTION
 AB4260
 AB4260'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4260'TO REACH THE STATION FROM THE INTERSECTION OF DRESDIN DRIVE AND BUFORD
 AB4260'HIGHWAY, PROCEED SOUTH ON BUFORD FOR 0.6 MI (1.0 KM) TO THE
 AB4260'INTERSECTION WITH DERING CIRCLE ON THE LEFT. TURN LEFT AND PROCEED
 AB4260'EAST ON DERING CIRCLE FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH
 AB4260'DERING COURT ON THE LEFT AND CAPEHART CIRCLE STRAIGHT AHEAD. PROCEED
 AB4260'STRAIGHT AHEAD AND EAST ON CAPEHART CIRCLE FOR 0.1 MI (0.2 KM) TO THE
 AB4260'INTERSECTON WITH WOOD ACRES ROAD TO THE STATION IN THE NE CORNER OF
 AB4260'THE INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4260'STAMPED 5043 AND IS LOCATED 72.5 FT (22.1 M) NORTH OF CENTERLINE OF
 AB4260'CAPEHART CIRCLE, 25.4 FT (7.7 M) NORTH OF FIRE HYDRANT, 4.0 FT (1.2 M)
 AB4260'EAST OF EDGE OF CURB, 17.5 FT (5.3 M) EAST OF CENTERLINE OF WOOD ACRES
 AB4260'ROAD, AND 137.5 FT (41.9 M) SW OF NW CORNER OF STEEL STAND FOR HIGH
 AB4260'VOLTAGE LINES.
 AB4260
 AB4260                          STATION RECOVERY (2003)
 AB4260
 AB4260'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 AB4260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7117 ***********************************************************************
 AB7117  DESIGNATION -  505 DSC
 AB7117  PID         -  AB7117
 AB7117  STATE/COUNTY-  GA/DOUGHERTY
 AB7117  USGS QUAD   -  PUTNEY (1988)
 AB7117
 AB7117                         *CURRENT SURVEY CONTROL
 AB7117  ___________________________________________________________________
 AB7117* NAD 83(1986)-  31 29 27.     (N)    084 01 42.     (W)     SCALED    
 AB7117* NAVD 88     -        72.596  (meters)     238.18   (feet)  ADJUSTED  
 AB7117  ___________________________________________________________________
 AB7117  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AB7117  DYNAMIC HT  -          72.507 (meters)     237.88  (feet)  COMP
 AB7117  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 AB7117
 AB7117  VERT ORDER  -  SECOND    CLASS II
 AB7117
 AB7117.The horizontal coordinates were scaled from a topographic map and have
 AB7117.an estimated accuracy of +/- 6 seconds.
 AB7117
 AB7117.The orthometric height was determined by differential leveling
 AB7117.and adjusted by the National Geodetic Survey in November 1996..
 AB7117
 AB7117.The geoid height was determined by GEOID03.
 AB7117
 AB7117.The dynamic height is computed by dividing the NAVD 88
 AB7117.geopotential number by the normal gravity value computed on the
 AB7117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7117.degrees latitude (g = 980.6199 gals.).
 AB7117
 AB7117.The modeled gravity was interpolated from observed gravity values.
 AB7117
 AB7117;                    North         East    Units  Estimated Accuracy
 AB7117;SPC GA W     -   165,270.      713,140.      MT  (+/- 180 meters Scaled)
 AB7117
 AB7117                          SUPERSEDED SURVEY CONTROL
 AB7117
 AB7117.No superseded survey control is available for this station.
 AB7117
 AB7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV822878(NAD 83)
 AB7117_MARKER: A = ALUMINUM MARKER
 AB7117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7117_SP_SET: HEADWALL
 AB7117_STAMPING: 505 DSC 1988
 AB7117_MARK LOGO: ALBDOU
 AB7117_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7117
 AB7117  HISTORY     - Date     Condition        Report By
 AB7117  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7117  HISTORY     - 19951212 GOOD             NGS
 AB7117
 AB7117                          STATION DESCRIPTION
 AB7117
 AB7117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7117'MARK IS ABOUT 10 MILES (16.1 KM) SE OF DOWNTOWN ALBANY, 2.65 MI (4.26
 AB7117'KM) NW ALONG MOULTRIE HIGHWAY SR 133 FROM ITS JUNCTION WITH NELMS ROAD
 AB7117'TO MARK ON THE LEFT OR 5.4 MILES (8.7 KM) SE OF MOCK RD, IN TOP OF SE
 AB7117'END OF SW HEADWALL, 24.7 FT (7.5 M) SW OF HWY, 31 FT (9.4 M) NE OF
 AB7117'FENCEROW, 15.6 FT (4.8 M) SSE OF POST WITH REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4261 ***********************************************************************
 AB4261  DESIGNATION -  5050
 AB4261  PID         -  AB4261
 AB4261  STATE/COUNTY-  GA/DE KALB
 AB4261  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4261
 AB4261                         *CURRENT SURVEY CONTROL
 AB4261  ___________________________________________________________________
 AB4261* NAD 83(1994)-  33 50 18.81449(N)    084 16 07.84894(W)     ADJUSTED  
 AB4261* NAVD 88     -       313.9    (meters)    1030.     (feet)  GPS OBS   
 AB4261  ___________________________________________________________________
 AB4261  X           -     529,610.314 (meters)                     COMP
 AB4261  Y           -  -5,276,977.265 (meters)                     COMP
 AB4261  Z           -   3,531,745.169 (meters)                     COMP
 AB4261  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AB4261  ELLIP HEIGHT-         284.40  (meters)          (09/03/97) GPS OBS
 AB4261  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4261
 AB4261  HORZ ORDER  -  FIRST
 AB4261  ELLP ORDER  -  FOURTH    CLASS II
 AB4261
 AB4261.The horizontal coordinates were established by GPS observations
 AB4261.and adjusted by the National Geodetic Survey in September 1997..
 AB4261
 AB4261.The orthometric height was determined by GPS observations and a
 AB4261.high-resolution geoid model.
 AB4261
 AB4261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4261
 AB4261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4261
 AB4261.The ellipsoidal height was determined by GPS observations
 AB4261.and is referenced to NAD 83.
 AB4261
 AB4261.The geoid height was determined by GEOID03.
 AB4261
 AB4261;                    North         East     Units Scale Factor Converg.
 AB4261;SPC GA W     -   425,603.055   690,543.222   MT  0.99990110   -0 03 24.8
 AB4261;SPC GA W     - 1,396,332.69  2,265,557.22   sFT  0.99990110   -0 03 24.8
 AB4261;UTM  16      - 3,747,611.755   752,728.838   MT  1.00038747   +1 31 18.0
 AB4261
 AB4261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4261!SPC GA W     -   0.99995535  x   0.99990110  =   0.99985646
 AB4261!UTM  16      -   0.99995535  x   1.00038747  =   1.00034281
 AB4261
 AB4261                          SUPERSEDED SURVEY CONTROL
 AB4261
 AB4261  NAD 83(1994)-  33 50 18.81421(N)    084 16 07.84839(W) AD(       ) 1
 AB4261  ELLIP H (06/18/96)  284.40   (m)                       GP(       ) 4 1
 AB4261
 AB4261.Superseded values are not recommended for survey control.
 AB4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4261.See file dsdata.txt to determine how the superseded data were derived.
 AB4261
 AB4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5272947612(NAD 83)
 AB4261_MARKER: A = ALUMINUM MARKER
 AB4261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4261_STAMPING: 5050
 AB4261_MARK LOGO: GA-089
 AB4261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4261+STABILITY: SURFACE MOTION
 AB4261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4261+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4261
 AB4261  HISTORY     - Date     Condition        Report By
 AB4261  HISTORY     - 1995     MONUMENTED       MSI
 AB4261
 AB4261                          STATION DESCRIPTION
 AB4261
 AB4261'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4261'TO REACH THE STATION FROM THE INTERSECTION OF CLAIRMONT ROAD AND I-85,
 AB4261'PROCEED SOUTH ON CLAIRMONT ROAD FOR 1.5 MI (2.4 KM) TO THE
 AB4261'INTERSECTION WITH LAVISTA ROAD. TURN LEFT AND PROCEED EASTERLY  ON
 AB4261'LAVISTA ROAD FOR 2.5 MI (4.0 KM) TO THE SATION ON THE LEFT AT THE EXIT
 AB4261'FROM BRIAR LAKE ELEMENTARY SCHOOL. STATION IS AN ALUMINUM DISK SET IN
 AB4261'A CONCRETE POST STAMPED 5050 AND IS LOCATED 27.0 FT (8.2 M) NE OF
 AB4261'CETERLINE OF DRIVEWAY, 35.4 FT (10.8 M) WNW OF CENTERLINE OF LAVISTA
 AB4261'ROAD, 4.5 FT (1.4 M) NORTH OF EDGE OF CURB, AND 70.5 FT (21.5 M) NNE
 AB4261'OF CENTER OF MANHOLE COVER OVER STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4262 ***********************************************************************
 AB4262  DESIGNATION -  5051
 AB4262  PID         -  AB4262
 AB4262  STATE/COUNTY-  GA/DE KALB
 AB4262  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4262
 AB4262                         *CURRENT SURVEY CONTROL
 AB4262  ___________________________________________________________________
 AB4262* NAD 83(1994)-  33 49 39.06885(N)    084 19 48.47914(W)     ADJUSTED  
 AB4262* NAVD 88     -       282.8    (meters)     928.     (feet)  GPS OBS   
 AB4262  ___________________________________________________________________
 AB4262  X           -     524,030.328 (meters)                     COMP
 AB4262  Y           -  -5,278,193.528 (meters)                     COMP
 AB4262  Z           -   3,530,710.563 (meters)                     COMP
 AB4262  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AB4262  ELLIP HEIGHT-         253.27  (meters)          (09/03/97) GPS OBS
 AB4262  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB4262
 AB4262  HORZ ORDER  -  FIRST
 AB4262  ELLP ORDER  -  FOURTH    CLASS II
 AB4262
 AB4262.The horizontal coordinates were established by GPS observations
 AB4262.and adjusted by the National Geodetic Survey in September 1997..
 AB4262
 AB4262.The orthometric height was determined by GPS observations and a
 AB4262.high-resolution geoid model.
 AB4262
 AB4262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4262
 AB4262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4262
 AB4262.The ellipsoidal height was determined by GPS observations
 AB4262.and is referenced to NAD 83.
 AB4262
 AB4262.The geoid height was determined by GEOID03.
 AB4262
 AB4262;                    North         East     Units Scale Factor Converg.
 AB4262;SPC GA W     -   424,385.897   684,869.240   MT  0.99990282   -0 05 27.6
 AB4262;SPC GA W     - 1,392,339.40  2,246,941.83   sFT  0.99990282   -0 05 27.6
 AB4262;UTM  16      - 3,746,238.136   747,087.893   MT  1.00035271   +1 29 13.4
 AB4262
 AB4262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4262!SPC GA W     -   0.99996024  x   0.99990282  =   0.99986307
 AB4262!UTM  16      -   0.99996024  x   1.00035271  =   1.00031294
 AB4262
 AB4262                          SUPERSEDED SURVEY CONTROL
 AB4262
 AB4262  NAD 83(1994)-  33 49 39.06858(N)    084 19 48.47862(W) AD(       ) 1
 AB4262  ELLIP H (06/18/96)  253.28   (m)                       GP(       ) 4 1
 AB4262
 AB4262.Superseded values are not recommended for survey control.
 AB4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4262.See file dsdata.txt to determine how the superseded data were derived.
 AB4262
 AB4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4708846238(NAD 83)
 AB4262_MARKER: A = ALUMINUM MARKER
 AB4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4262_STAMPING: 5051
 AB4262_MARK LOGO: GA-089
 AB4262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4262+STABILITY: SURFACE MOTION
 AB4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4262+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AB4262
 AB4262  HISTORY     - Date     Condition        Report By
 AB4262  HISTORY     - 1995     MONUMENTED       MSI
 AB4262  HISTORY     - 20060520 GOOD             STRSMA
 AB4262
 AB4262                          STATION DESCRIPTION
 AB4262
 AB4262'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4262'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DRUID HILLS ROAD
 AB4262'AND I-285, PROCEED SOUTH ON NORTH DRUID HILLS ROAD FOR 0.5 MI (0.8 KM)
 AB4262'TO THE INTERSECTION WITH BRIARCLIFF ROAD AND THE STATION ON THE RIGHT
 AB4262'IN A TRAFFIC ISLAND. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4262'POST STAMPED 5051 AND IS LOCATED 32.2 FT (9.8 M) NW OF CONCRETE
 AB4262'MEDIAN, 28.0 FT (8.5 M) SSW OF SE CORNER OF POWER BOX, 36.3 FT (11.1
 AB4262'M) NE OF BULL NOSE OF TRAFFIC ISLAND.
 AB4262
 AB4262                          STATION RECOVERY (2006)
 AB4262
 AB4262'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 AB4262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4263 ***********************************************************************
 AB4263  DESIGNATION -  5052
 AB4263  PID         -  AB4263
 AB4263  STATE/COUNTY-  GA/DE KALB
 AB4263  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4263
 AB4263                         *CURRENT SURVEY CONTROL
 AB4263  ___________________________________________________________________
 AB4263* NAD 83(1994)-  33 49 42.02566(N)    084 16 52.00905(W)     ADJUSTED  
 AB4263* NAVD 88     -       310.8    (meters)    1020.     (feet)  GPS OBS   
 AB4263  ___________________________________________________________________
 AB4263  X           -     528,543.161 (meters)                     COMP
 AB4263  Y           -  -5,277,715.915 (meters)                     COMP
 AB4263  Z           -   3,530,801.816 (meters)                     COMP
 AB4263  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AB4263  ELLIP HEIGHT-         281.24  (meters)          (09/03/97) GPS OBS
 AB4263  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4263
 AB4263  HORZ ORDER  -  FIRST
 AB4263  ELLP ORDER  -  FOURTH    CLASS II
 AB4263
 AB4263.The horizontal coordinates were established by GPS observations
 AB4263.and adjusted by the National Geodetic Survey in September 1997..
 AB4263
 AB4263.The orthometric height was determined by GPS observations and a
 AB4263.high-resolution geoid model.
 AB4263
 AB4263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4263
 AB4263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4263
 AB4263.The ellipsoidal height was determined by GPS observations
 AB4263.and is referenced to NAD 83.
 AB4263
 AB4263.The geoid height was determined by GEOID03.
 AB4263
 AB4263;                    North         East     Units Scale Factor Converg.
 AB4263;SPC GA W     -   424,470.864   689,406.678   MT  0.99990138   -0 03 49.4
 AB4263;SPC GA W     - 1,392,618.16  2,261,828.41   sFT  0.99990138   -0 03 49.4
 AB4263;UTM  16      - 3,746,448.127   751,623.377   MT  1.00038060   +1 30 51.9
 AB4263
 AB4263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4263!SPC GA W     -   0.99995585  x   0.99990138  =   0.99985724
 AB4263!UTM  16      -   0.99995585  x   1.00038060  =   1.00033643
 AB4263
 AB4263                          SUPERSEDED SURVEY CONTROL
 AB4263
 AB4263  NAD 83(1994)-  33 49 42.02539(N)    084 16 52.00853(W) AD(       ) 1
 AB4263  ELLIP H (06/18/96)  281.25   (m)                       GP(       ) 4 1
 AB4263
 AB4263.Superseded values are not recommended for survey control.
 AB4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4263.See file dsdata.txt to determine how the superseded data were derived.
 AB4263
 AB4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5162346448(NAD 83)
 AB4263_MARKER: A = ALUMINUM MARKER
 AB4263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4263_STAMPING: 5052
 AB4263_MARK LOGO: GA-089
 AB4263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4263+STABILITY: SURFACE MOTION
 AB4263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4263+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4263
 AB4263  HISTORY     - Date     Condition        Report By
 AB4263  HISTORY     - 1995     MONUMENTED       MSI
 AB4263
 AB4263                          STATION DESCRIPTION
 AB4263
 AB4263'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4263'TO REACH THE STATION FROM THE INTERSECTION OF CLAIRMONT ROAD AND I-85,
 AB4263'PROCEED SOUTH ON CLAIRMONT ROAD FOR 1.5 MI (2.4 KM) TO THE
 AB4263'INTERSECTION WITH LAVISTA ROAD. TURN LEFT AND PROCEED EASTERLY ON
 AB4263'LAVISTA ROAD FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH OAK GROVE
 AB4263'ROAD. CONTINUE EASTERLY ON LAVISTA ROAD FOR 0.8 MI (1.3 KM) TO THE
 AB4263'STATION ON THE RIGHT. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4263'POST STAMPED 5052 AND IS LOCATED 10.0 FT (3.0 M) NE OF MANHOLE ON
 AB4263'CATCH BASIN, 23.5 FT (7.2 M) NW OF SEWER COVER, 32.0 FT (9.8 M) SE OF
 AB4263'CENTERLINE OF LAVISTA ROAD, AND 66.5 FT (20.3 M) SW OF POWER POLE NO.
 AB4263'G0726.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4265 ***********************************************************************
 AB4265  DESIGNATION -  5058
 AB4265  PID         -  AB4265
 AB4265  STATE/COUNTY-  GA/DE KALB
 AB4265  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4265
 AB4265                         *CURRENT SURVEY CONTROL
 AB4265  ___________________________________________________________________
 AB4265* NAD 83(1994)-  33 46 57.51670(N)    084 17 32.03408(W)     ADJUSTED  
 AB4265* NAVD 88     -       292.8    (meters)     961.     (feet)  GPS OBS   
 AB4265  ___________________________________________________________________
 AB4265  X           -     527,798.028 (meters)                     COMP
 AB4265  Y           -  -5,280,609.773 (meters)                     COMP
 AB4265  Z           -   3,526,579.965 (meters)                     COMP
 AB4265  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AB4265  ELLIP HEIGHT-         263.32  (meters)          (09/03/97) GPS OBS
 AB4265  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AB4265
 AB4265  HORZ ORDER  -  FIRST
 AB4265  ELLP ORDER  -  FOURTH    CLASS II
 AB4265
 AB4265.The horizontal coordinates were established by GPS observations
 AB4265.and adjusted by the National Geodetic Survey in September 1997..
 AB4265
 AB4265.The orthometric height was determined by GPS observations and a
 AB4265.high-resolution geoid model.
 AB4265
 AB4265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4265
 AB4265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4265
 AB4265.The ellipsoidal height was determined by GPS observations
 AB4265.and is referenced to NAD 83.
 AB4265
 AB4265.The geoid height was determined by GEOID03.
 AB4265
 AB4265;                    North         East     Units Scale Factor Converg.
 AB4265;SPC GA W     -   419,403.913   688,371.399   MT  0.99990167   -0 04 11.4
 AB4265;SPC GA W     - 1,375,994.34  2,258,431.83   sFT  0.99990167   -0 04 11.4
 AB4265;UTM  16      - 3,741,352.175   750,727.525   MT  1.00037505   +1 30 23.1
 AB4265
 AB4265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4265!SPC GA W     -   0.99995866  x   0.99990167  =   0.99986034
 AB4265!UTM  16      -   0.99995866  x   1.00037505  =   1.00033370
 AB4265
 AB4265                          SUPERSEDED SURVEY CONTROL
 AB4265
 AB4265  NAD 83(1994)-  33 46 57.51649(N)    084 17 32.03362(W) AD(       ) 1
 AB4265  ELLIP H (06/18/96)  263.32   (m)                       GP(       ) 4 1
 AB4265
 AB4265.Superseded values are not recommended for survey control.
 AB4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4265.See file dsdata.txt to determine how the superseded data were derived.
 AB4265
 AB4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5072841352(NAD 83)
 AB4265_MARKER: A = ALUMINUM MARKER
 AB4265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4265_STAMPING: 5058
 AB4265_MARK LOGO: GA-089
 AB4265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4265+STABILITY: SURFACE MOTION
 AB4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4265+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4265
 AB4265  HISTORY     - Date     Condition        Report By
 AB4265  HISTORY     - 1995     MONUMENTED       MSI
 AB4265
 AB4265                          STATION DESCRIPTION
 AB4265
 AB4265'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4265'TO REACH THE STATION FROM THE INTERSECTION OF PONCE DE LEON AVENUE
 AB4265'WEST AND CHURCH STREET, PROCEED NORTH ON CHURCH STREET FOR 0.2 MI (0.3
 AB4265'KM) TO THE INTERSECTION WITH BELL STREET ON THE LEFT. TURN LEFT AND
 AB4265'ENTER THE DECATUR CEMETARY, THE STATION IS IN THE NORTH CENTRAL
 AB4265'PORTION OF THE CEMETARY. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4265'POST STAMPED 5058 AND IS LOCATED 16.7 M (54.8 FT) WEST OF BACK OF
 AB4265'CURB, 18.38 M (60.30 FT) SOUTH OF BACK OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7116 ***********************************************************************
 AB7116  DESIGNATION -  506 DSC
 AB7116  PID         -  AB7116
 AB7116  STATE/COUNTY-  GA/DOUGHERTY
 AB7116  USGS QUAD   -  PUTNEY (1988)
 AB7116
 AB7116                         *CURRENT SURVEY CONTROL
 AB7116  ___________________________________________________________________
 AB7116* NAD 83(1986)-  31 28 57.     (N)    084 01 10.     (W)     SCALED    
 AB7116* NAVD 88     -        78.476  (meters)     257.47   (feet)  ADJUSTED  
 AB7116  ___________________________________________________________________
 AB7116  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AB7116  DYNAMIC HT  -          78.380 (meters)     257.15  (feet)  COMP
 AB7116  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 AB7116
 AB7116  VERT ORDER  -  SECOND    CLASS II
 AB7116
 AB7116.The horizontal coordinates were scaled from a topographic map and have
 AB7116.an estimated accuracy of +/- 6 seconds.
 AB7116
 AB7116.The orthometric height was determined by differential leveling
 AB7116.and adjusted by the National Geodetic Survey in November 1996..
 AB7116
 AB7116.The geoid height was determined by GEOID03.
 AB7116
 AB7116.The dynamic height is computed by dividing the NAVD 88
 AB7116.geopotential number by the normal gravity value computed on the
 AB7116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7116.degrees latitude (g = 980.6199 gals.).
 AB7116
 AB7116.The modeled gravity was interpolated from observed gravity values.
 AB7116
 AB7116;                    North         East    Units  Estimated Accuracy
 AB7116;SPC GA W     -   164,350.      713,990.      MT  (+/- 180 meters Scaled)
 AB7116
 AB7116                          SUPERSEDED SURVEY CONTROL
 AB7116
 AB7116.No superseded survey control is available for this station.
 AB7116
 AB7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV831869(NAD 83)
 AB7116_MARKER: A = ALUMINUM MARKER
 AB7116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7116_SP_SET: HEADWALL
 AB7116_STAMPING: 506 DSC 1988
 AB7116_MARK LOGO: ALBDOU
 AB7116_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7116
 AB7116  HISTORY     - Date     Condition        Report By
 AB7116  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7116  HISTORY     - 19951212 GOOD             NGS
 AB7116
 AB7116                          STATION DESCRIPTION
 AB7116
 AB7116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7116'MARK IS ABOUT 10.5 MILES (16.9 KM) SE OF DOWNTOWN ALBANY, 1.85 MI
 AB7116'(2.98 KM) NW ALONG MOULTRIE HIGHWAY (STATE ROUTE 133) FROM NELMS ROAD
 AB7116'TO THE MARK ON THE RIGHT OR 6.15 MILES (9.90 KM) SE OF MOCK RD, IN NW
 AB7116'END OF NE HEADWALL, 26.9 FT (8.2 M) NE OF MOULTRIE HWY, 11.7 FT (3.6
 AB7116'M) NW OF POST WITH REFLECTOR, 22 FT (6.7 M) WEST OF WOODS EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4266 ***********************************************************************
 AB4266  DESIGNATION -  5063
 AB4266  PID         -  AB4266
 AB4266  STATE/COUNTY-  GA/DE KALB
 AB4266  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4266
 AB4266                         *CURRENT SURVEY CONTROL
 AB4266  ___________________________________________________________________
 AB4266* NAD 83(1994)-  33 47 21.05276(N)    084 19 12.92418(W)     ADJUSTED  
 AB4266* NAVD 88     -       286.2    (meters)     939.     (feet)  GPS OBS   
 AB4266  ___________________________________________________________________
 AB4266  X           -     525,174.610 (meters)                     COMP
 AB4266  Y           -  -5,280,460.534 (meters)                     COMP
 AB4266  Z           -   3,527,179.006 (meters)                     COMP
 AB4266  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AB4266  ELLIP HEIGHT-         256.70  (meters)          (09/03/97) GPS OBS
 AB4266  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4266
 AB4266  HORZ ORDER  -  FIRST
 AB4266  ELLP ORDER  -  FOURTH    CLASS II
 AB4266
 AB4266.The horizontal coordinates were established by GPS observations
 AB4266.and adjusted by the National Geodetic Survey in September 1997..
 AB4266
 AB4266.The orthometric height was determined by GPS observations and a
 AB4266.high-resolution geoid model.
 AB4266
 AB4266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4266
 AB4266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4266
 AB4266.The ellipsoidal height was determined by GPS observations
 AB4266.and is referenced to NAD 83.
 AB4266
 AB4266.The geoid height was determined by GEOID03.
 AB4266
 AB4266;                    North         East     Units Scale Factor Converg.
 AB4266;SPC GA W     -   420,132.520   685,777.075   MT  0.99990249   -0 05 07.5
 AB4266;SPC GA W     - 1,378,384.78  2,249,920.29   sFT  0.99990249   -0 05 07.5
 AB4266;UTM  16      - 3,742,009.444   748,112.923   MT  1.00035897   +1 29 27.9
 AB4266
 AB4266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4266!SPC GA W     -   0.99995970  x   0.99990249  =   0.99986220
 AB4266!UTM  16      -   0.99995970  x   1.00035897  =   1.00031866
 AB4266
 AB4266                          SUPERSEDED SURVEY CONTROL
 AB4266
 AB4266  NAD 83(1994)-  33 47 21.05251(N)    084 19 12.92371(W) AD(       ) 1
 AB4266  ELLIP H (06/18/96)  256.71   (m)                       GP(       ) 4 1
 AB4266
 AB4266.Superseded values are not recommended for survey control.
 AB4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4266.See file dsdata.txt to determine how the superseded data were derived.
 AB4266
 AB4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4811342009(NAD 83)
 AB4266_MARKER: A = ALUMINUM MARKER
 AB4266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4266_STAMPING: 5063
 AB4266_MARK LOGO: GA-089
 AB4266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4266+STABILITY: SURFACE MOTION
 AB4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4266+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4266
 AB4266  HISTORY     - Date     Condition        Report By
 AB4266  HISTORY     - 1995     MONUMENTED       MSI
 AB4266
 AB4266                          STATION DESCRIPTION
 AB4266
 AB4266'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4266'TO REACH THE STATION FROM THE INTERSECTION OF PONCE DE LEON AVENUE AND
 AB4266'CLIFTON AVENUE, PROCEED NORTHERLY ON CLIFTON ROAD FOR 1.6 MI (2.6 KM)
 AB4266'TO THE INTERSECTION WITH DECATUR ROAD AND THE STATION IN THE NE
 AB4266'QUADRANT OF THE INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A
 AB4266'CONCRETE POST STAMPED 5063 AND IS LOCATED 40.6 FT (12.4 M) EAST OF
 AB4266'EASTERN POWER POLE, 2.0 FT (0.6 M) NORTH OF NORTHERN EDGE OF SIDEWALK,
 AB4266'AND 25.1 FT (7.7 M) WEST OF CENTERLINE OF WESTERN WALKWAY TO SCHOOL OF
 AB4266'LAW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4267 ***********************************************************************
 AB4267  DESIGNATION -  5064
 AB4267  PID         -  AB4267
 AB4267  STATE/COUNTY-  GA/DE KALB
 AB4267  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4267
 AB4267                         *CURRENT SURVEY CONTROL
 AB4267  ___________________________________________________________________
 AB4267* NAD 83(1994)-  33 48 26.24264(N)    084 18 23.18422(W)     ADJUSTED  
 AB4267* NAVD 88     -       293.0    (meters)     961.     (feet)  GPS OBS   
 AB4267  ___________________________________________________________________
 AB4267  X           -     526,337.663 (meters)                     COMP
 AB4267  Y           -  -5,279,227.472 (meters)                     COMP
 AB4267  Z           -   3,528,851.926 (meters)                     COMP
 AB4267  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AB4267  ELLIP HEIGHT-         263.43  (meters)          (09/03/97) GPS OBS
 AB4267  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4267
 AB4267  HORZ ORDER  -  FIRST
 AB4267  ELLP ORDER  -  FOURTH    CLASS II
 AB4267
 AB4267.The horizontal coordinates were established by GPS observations
 AB4267.and adjusted by the National Geodetic Survey in September 1997..
 AB4267
 AB4267.The orthometric height was determined by GPS observations and a
 AB4267.high-resolution geoid model.
 AB4267
 AB4267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4267
 AB4267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4267
 AB4267.The ellipsoidal height was determined by GPS observations
 AB4267.and is referenced to NAD 83.
 AB4267
 AB4267.The geoid height was determined by GEOID03.
 AB4267
 AB4267;                    North         East     Units Scale Factor Converg.
 AB4267;SPC GA W     -   422,139.050   687,059.267   MT  0.99990206   -0 04 40.0
 AB4267;SPC GA W     - 1,384,967.87  2,254,126.95   sFT  0.99990206   -0 04 40.0
 AB4267;UTM  16      - 3,744,051.437   749,339.979   MT  1.00036649   +1 29 58.1
 AB4267
 AB4267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4267!SPC GA W     -   0.99995865  x   0.99990206  =   0.99986071
 AB4267!UTM  16      -   0.99995865  x   1.00036649  =   1.00032512
 AB4267
 AB4267                          SUPERSEDED SURVEY CONTROL
 AB4267
 AB4267  NAD 83(1994)-  33 48 26.24240(N)    084 18 23.18370(W) AD(       ) 1
 AB4267  ELLIP H (06/18/96)  263.44   (m)                       GP(       ) 4 1
 AB4267
 AB4267.Superseded values are not recommended for survey control.
 AB4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4267.See file dsdata.txt to determine how the superseded data were derived.
 AB4267
 AB4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4934044051(NAD 83)
 AB4267_MARKER: A = ALUMINUM MARKER
 AB4267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4267_STAMPING: 5064
 AB4267_MARK LOGO: GA-089
 AB4267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4267+STABILITY: SURFACE MOTION
 AB4267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4267+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4267
 AB4267  HISTORY     - Date     Condition        Report By
 AB4267  HISTORY     - 1995     MONUMENTED       MSI
 AB4267
 AB4267                          STATION DESCRIPTION
 AB4267
 AB4267'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4267'TO REACH THE STATION FROM THE INTERSECTION OF DRUID HILLS ROAD NORTH
 AB4267'AND CLAIRMONT ROAD, PROCEED SOUTH ON CLAIRMONT FOR 0.2 MI (0.3 KM) TO
 AB4267'THE INTERSECTION WITH MCCONNELL ROAD ON THE LEFT. TURN LEFT AND
 AB4267'PROCEED EAST ON MCCONNELL ROAD FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 AB4267'WITH MASON MILL ROAD ON THE RIGHT. TURN RIGHT AND PROCEED SOUTH ON
 AB4267'MASON MILL ROAD FOR 0.2 MI (0.3 KM) TO THE ENTRANCE TO MASON MILL
 AB4267'PARK. ENTER THE PARK AND PROCEED TO THE GRASSY AREA NORTH OF THE
 AB4267'TENNIS COURTS AND THE STATION IN THE IN THE SW CORNER OF THE FIELD.
 AB4267'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5064 AND IS
 AB4267'LOCATED 0.67 M (2.20 FT) EAST OF CURB, 10.52 M (34.51 FT) NORTH
 AB4267'NORTHEAST OF CURB (PENNINSULA), 17.89 M (58.69 FT) EAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4268 ***********************************************************************
 AB4268  DESIGNATION -  5065
 AB4268  PID         -  AB4268
 AB4268  STATE/COUNTY-  GA/DE KALB
 AB4268  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4268
 AB4268                         *CURRENT SURVEY CONTROL
 AB4268  ___________________________________________________________________
 AB4268* NAD 83(1994)-  33 47 11.65200(N)    084 15 17.99780(W)     ADJUSTED  
 AB4268* NAVD 88     -       300.5    (meters)     986.     (feet)  GPS OBS   
 AB4268  ___________________________________________________________________
 AB4268  X           -     531,205.794 (meters)                     COMP
 AB4268  Y           -  -5,280,031.092 (meters)                     COMP
 AB4268  Z           -   3,526,946.247 (meters)                     COMP
 AB4268  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AB4268  ELLIP HEIGHT-         271.04  (meters)          (09/03/97) GPS OBS
 AB4268  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AB4268
 AB4268  HORZ ORDER  -  FIRST
 AB4268  ELLP ORDER  -  FOURTH    CLASS II
 AB4268
 AB4268.The horizontal coordinates were established by GPS observations
 AB4268.and adjusted by the National Geodetic Survey in September 1997..
 AB4268
 AB4268.The orthometric height was determined by GPS observations and a
 AB4268.high-resolution geoid model.
 AB4268
 AB4268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4268
 AB4268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4268
 AB4268.The ellipsoidal height was determined by GPS observations
 AB4268.and is referenced to NAD 83.
 AB4268
 AB4268.The geoid height was determined by GEOID03.
 AB4268
 AB4268;                    North         East     Units Scale Factor Converg.
 AB4268;SPC GA W     -   419,835.810   691,819.864   MT  0.99990082   -0 02 56.8
 AB4268;SPC GA W     - 1,377,411.32  2,269,745.67   sFT  0.99990082   -0 02 56.8
 AB4268;UTM  16      - 3,741,879.027   754,164.468   MT  1.00039645   +1 31 38.3
 AB4268
 AB4268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4268!SPC GA W     -   0.99995745  x   0.99990082  =   0.99985828
 AB4268!UTM  16      -   0.99995745  x   1.00039645  =   1.00035388
 AB4268
 AB4268                          SUPERSEDED SURVEY CONTROL
 AB4268
 AB4268  NAD 83(1994)-  33 47 11.65173(N)    084 15 17.99722(W) AD(       ) 1
 AB4268  ELLIP H (06/18/96)  271.05   (m)                       GP(       ) 4 1
 AB4268
 AB4268.Superseded values are not recommended for survey control.
 AB4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4268.See file dsdata.txt to determine how the superseded data were derived.
 AB4268
 AB4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5416441879(NAD 83)
 AB4268_MARKER: A = ALUMINUM MARKER
 AB4268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4268_STAMPING: 5065
 AB4268_MARK LOGO: GA-089
 AB4268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4268+STABILITY: SURFACE MOTION
 AB4268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4268+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4268
 AB4268  HISTORY     - Date     Condition        Report By
 AB4268  HISTORY     - 1995     MONUMENTED       MSI
 AB4268
 AB4268                          STATION DESCRIPTION
 AB4268
 AB4268'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4268'TO REACH THE STATION FROM THE INTERSECTION OF PONCE DE LEON AVENUE
 AB4268'EAST AND I-285, PROCEED WEST AND THEN SOUTH ON PONCE DE LEON AVENUE
 AB4268'EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH NORTH DECATUR ROAD.
 AB4268'TURN LEFT AND GO EAST ON NORTH DECATUR ROAD FOR 0.7 MI (1.1 KM) TO THE
 AB4268'INTERSECTION WITH GLENDALE ROAD. TURN RIGHT AND PROCEED SOUTH ON
 AB4268'GLENDALE ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT IN FRONT
 AB4268'OF THE DE KALB ALTERNATIVE SCHOOL. STATION IS AN ALUMINUM DISK SET IN
 AB4268'A CONCRETE POST STAMPED 5065 AND IS LOCATED 23.3 FT (7.1 M) SSE OF
 AB4268'CENTERLINE OF GLENDALE ROAD, 98.0 FT (29.9 M) EAST OF CENTERLINE OF
 AB4268'WESTERN DRIVEWAY ENTRANCE, 4.5 FT (1.4 M) SE OF EDGE OF SIDEWALK, 96.5
 AB4268'FT (29.4 M) ESE OF MANHOLE COVER, AND 57.7 FT (17.6 M) NORTH OF EDGE
 AB4268'OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4269 ***********************************************************************
 AB4269  DESIGNATION -  5067
 AB4269  PID         -  AB4269
 AB4269  STATE/COUNTY-  GA/DE KALB
 AB4269  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4269
 AB4269                         *CURRENT SURVEY CONTROL
 AB4269  ___________________________________________________________________
 AB4269* NAD 83(1994)-  33 46 47.05904(N)    084 19 36.65050(W)     ADJUSTED  
 AB4269* NAVD 88     -       276.6    (meters)     907.     (feet)  GPS OBS   
 AB4269  ___________________________________________________________________
 AB4269  X           -     524,623.983 (meters)                     COMP
 AB4269  Y           -  -5,281,092.485 (meters)                     COMP
 AB4269  Z           -   3,526,303.082 (meters)                     COMP
 AB4269  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AB4269  ELLIP HEIGHT-         247.02  (meters)          (09/03/97) GPS OBS
 AB4269  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AB4269
 AB4269  HORZ ORDER  -  FIRST
 AB4269  ELLP ORDER  -  FOURTH    CLASS II
 AB4269
 AB4269.The horizontal coordinates were established by GPS observations
 AB4269.and adjusted by the National Geodetic Survey in September 1997..
 AB4269
 AB4269.The orthometric height was determined by GPS observations and a
 AB4269.high-resolution geoid model.
 AB4269
 AB4269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4269
 AB4269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4269
 AB4269.The ellipsoidal height was determined by GPS observations
 AB4269.and is referenced to NAD 83.
 AB4269
 AB4269.The geoid height was determined by GEOID03.
 AB4269
 AB4269;                    North         East     Units Scale Factor Converg.
 AB4269;SPC GA W     -   419,086.182   685,165.132   MT  0.99990271   -0 05 20.6
 AB4269;SPC GA W     - 1,374,951.92  2,247,912.60   sFT  0.99990271   -0 05 20.6
 AB4269;UTM  16      - 3,740,946.186   747,529.729   MT  1.00035541   +1 29 13.3
 AB4269
 AB4269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4269!SPC GA W     -   0.99996122  x   0.99990271  =   0.99986394
 AB4269!UTM  16      -   0.99996122  x   1.00035541  =   1.00031662
 AB4269
 AB4269                          SUPERSEDED SURVEY CONTROL
 AB4269
 AB4269  NAD 83(1994)-  33 46 47.05879(N)    084 19 36.65004(W) AD(       ) 1
 AB4269  ELLIP H (06/18/96)  247.03   (m)                       GP(       ) 4 1
 AB4269
 AB4269.Superseded values are not recommended for survey control.
 AB4269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4269.See file dsdata.txt to determine how the superseded data were derived.
 AB4269
 AB4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4753040946(NAD 83)
 AB4269_MARKER: A = ALUMINUM MARKER
 AB4269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4269_STAMPING: 5067
 AB4269_MARK LOGO: GA-089
 AB4269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4269+STABILITY: SURFACE MOTION
 AB4269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4269+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4269
 AB4269  HISTORY     - Date     Condition        Report By
 AB4269  HISTORY     - 1995     MONUMENTED       MSI
 AB4269
 AB4269                          STATION DESCRIPTION
 AB4269
 AB4269'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4269'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DRUID HILLS ROAD
 AB4269'AND I-85, PROCEED SOUTH ON NORTH DRUID HILLS ROAD FOR 0.3 MI (0.5 KM)
 AB4269'TO THE INTERSECTION WITH BRIARCLIFF ROAD. TURN RIGHT AND PROCEED
 AB4269'SOUTHWESTERLY ON BRIARCLIFF ROAD FOR 4.2 MI (6.8 KM) TO THE
 AB4269'INTERSECTION WITH PONCE DE LEON AVENUE WEST. TURN LEFT AND PROCEED
 AB4269'EAST ON PONCE DE LEON AVENUE WEST FOR 1.0 MI (1.6 KM) TO THE
 AB4269'INTERSECTION WITH CLIFTON ROAD. TURN LEFT AND PROCEED NORTH ON CLIFTON
 AB4269'ROAD FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO GOLF COURSE. TURN LEFT AND
 AB4269'PROCEED NORTH ON GOLF COURSE ROAD FOR 0.1 MI (0.2 KM) TO A POND ON THE
 AB4269'RIGHT AND THE STATION SOUTH OF THE POND. STATION IS AN ALUMINUM DISK
 AB4269'SET IN A CONCRETE POST STAMPED 5067 AND IS LOCATED 30.0 FT (9.1 M) SSW
 AB4269'OF THE EAST END OF DOCK, 15.7 FT (4.8 M) WEST OF CENTERLINE OF ASPHALT
 AB4269'DRIVEWAY, 55.0 FT (16.8 M) SW OF WEST END OF DOCK, AND 11.7 FT (3.6 M)
 AB4269'NNE OF WATER VALVE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7115 ***********************************************************************
 AB7115  DESIGNATION -  507 DSC
 AB7115  PID         -  AB7115
 AB7115  STATE/COUNTY-  GA/DOUGHERTY
 AB7115  USGS QUAD   -  PUTNEY (1988)
 AB7115
 AB7115                         *CURRENT SURVEY CONTROL
 AB7115  ___________________________________________________________________
 AB7115* NAD 83(1986)-  31 28 51.     (N)    084 01 07.     (W)     SCALED    
 AB7115* NAVD 88     -        79.269  (meters)     260.07   (feet)  ADJUSTED  
 AB7115  ___________________________________________________________________
 AB7115  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AB7115  DYNAMIC HT  -          79.172 (meters)     259.75  (feet)  COMP
 AB7115  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 AB7115
 AB7115  VERT ORDER  -  SECOND    CLASS II
 AB7115
 AB7115.The horizontal coordinates were scaled from a topographic map and have
 AB7115.an estimated accuracy of +/- 6 seconds.
 AB7115
 AB7115.The orthometric height was determined by differential leveling
 AB7115.and adjusted by the National Geodetic Survey in November 1996..
 AB7115
 AB7115.The geoid height was determined by GEOID03.
 AB7115
 AB7115.The dynamic height is computed by dividing the NAVD 88
 AB7115.geopotential number by the normal gravity value computed on the
 AB7115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7115.degrees latitude (g = 980.6199 gals.).
 AB7115
 AB7115.The modeled gravity was interpolated from observed gravity values.
 AB7115
 AB7115;                    North         East    Units  Estimated Accuracy
 AB7115;SPC GA W     -   164,170.      714,070.      MT  (+/- 180 meters Scaled)
 AB7115
 AB7115                          SUPERSEDED SURVEY CONTROL
 AB7115
 AB7115.No superseded survey control is available for this station.
 AB7115
 AB7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV832867(NAD 83)
 AB7115_MARKER: A = ALUMINUM MARKER
 AB7115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7115_STAMPING: 507 DSC 1988
 AB7115_MARK LOGO: ALBDOU
 AB7115_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7115+STABILITY: SURFACE MOTION
 AB7115
 AB7115  HISTORY     - Date     Condition        Report By
 AB7115  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7115  HISTORY     - 19951212 GOOD             NGS
 AB7115
 AB7115                          STATION DESCRIPTION
 AB7115
 AB7115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7115'MARK IS ABOUT 10.5 MILES (16.9 KM) SE OF DOWNTOWN ALBANY, 6.3 MILES
 AB7115'(10.1 KM) SE ALONG MOULTRIE HIGHWAY SR 133 FROM MOCK RD, 1.7 MILES
 AB7115'(2.7 KM) NW OF NELMS RD, NEXT TO CHURCH SIGN ON GROUNDS OF ANTIOCH
 AB7115'BAPTIST CHURCH, 53.6 FT (16.3 M) SW OF MOULTRIE HIGHWAY, 30 FT (9.1 M)
 AB7115'NW OF A TELEPHONE POLE, 101 FT (30.8 M) EAST OF SE CORNER OF WHITE
 AB7115'PUMP HOUSE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4271 ***********************************************************************
 AB4271  DESIGNATION -  5073
 AB4271  PID         -  AB4271
 AB4271  STATE/COUNTY-  GA/DE KALB
 AB4271  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4271
 AB4271                         *CURRENT SURVEY CONTROL
 AB4271  ___________________________________________________________________
 AB4271* NAD 83(1994)-  33 52 07.59363(N)    084 13 29.82595(W)     ADJUSTED  
 AB4271* NAVD 88     -       323.6    (meters)    1062.     (feet)  GPS OBS   
 AB4271  ___________________________________________________________________
 AB4271  X           -     533,465.868 (meters)                     COMP
 AB4271  Y           -  -5,274,720.266 (meters)                     COMP
 AB4271  Z           -   3,534,534.061 (meters)                     COMP
 AB4271  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AB4271  ELLIP HEIGHT-         294.07  (meters)          (09/03/97) GPS OBS
 AB4271  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4271
 AB4271  HORZ ORDER  -  FIRST
 AB4271  ELLP ORDER  -  FOURTH    CLASS II
 AB4271
 AB4271.The horizontal coordinates were established by GPS observations
 AB4271.and adjusted by the National Geodetic Survey in September 1997..
 AB4271
 AB4271.The orthometric height was determined by GPS observations and a
 AB4271.high-resolution geoid model.
 AB4271
 AB4271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4271
 AB4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4271
 AB4271.The ellipsoidal height was determined by GPS observations
 AB4271.and is referenced to NAD 83.
 AB4271
 AB4271.The geoid height was determined by GEOID03.
 AB4271
 AB4271;                    North         East     Units Scale Factor Converg.
 AB4271;SPC GA W     -   428,951.151   694,607.627   MT  0.99990036   -0 01 56.9
 AB4271;SPC GA W     - 1,407,317.23  2,278,891.86   sFT  0.99990036   -0 01 56.9
 AB4271;UTM  16      - 3,751,072.316   756,701.412   MT  1.00041242   +1 32 50.5
 AB4271
 AB4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4271!SPC GA W     -   0.99995384  x   0.99990036  =   0.99985420
 AB4271!UTM  16      -   0.99995384  x   1.00041242  =   1.00036624
 AB4271
 AB4271                          SUPERSEDED SURVEY CONTROL
 AB4271
 AB4271  NAD 83(1994)-  33 52 07.59331(N)    084 13 29.82538(W) AD(       ) 1
 AB4271  ELLIP H (06/18/96)  294.08   (m)                       GP(       ) 4 1
 AB4271
 AB4271.Superseded values are not recommended for survey control.
 AB4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4271.See file dsdata.txt to determine how the superseded data were derived.
 AB4271
 AB4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5670151072(NAD 83)
 AB4271_MARKER: A = ALUMINUM MARKER
 AB4271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4271_STAMPING: 5073
 AB4271_MARK LOGO: GA-089
 AB4271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4271+STABILITY: SURFACE MOTION
 AB4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4271+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AB4271
 AB4271  HISTORY     - Date     Condition        Report By
 AB4271  HISTORY     - 1995     MONUMENTED       MSI
 AB4271  HISTORY     - 20060816 GOOD             STRSMA
 AB4271
 AB4271                          STATION DESCRIPTION
 AB4271
 AB4271'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4271'TO REACH THE STATION FROM THE INTERSECTION OF MOUNTAIN INDUSTRIAL
 AB4271'BOULEVARD AND HUGH HOWELL ROAD, PROCEED WESTERLY ON HUGH HOWELL ROAD
 AB4271'FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH LAWERENCEVILLE HIGHWAY.
 AB4271'TURN RIGHT AND PROCEED NORTH ON LAWERENCEVILLE HIGHWAY FOR 0.3 MI (0.5
 AB4271'KM) TO THE INTERSECTION WITH LAVISTA ROAD. TURN LEFT AND PROCEED WEST
 AB4271'ON LAVISTA ROAD FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH
 AB4271'CHAMBLEE-TUCKER ROAD. TURN RIGHT AND PROCEED NORTH ON CHAMBLEE-TUCKER
 AB4271'ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH LIVSEY ROAD. TURN
 AB4271'LEFT AND PROCEED WEST ON LIVSEY ROAD FOR 0.3 MI (0.5 KM) TO THE
 AB4271'INTERSECTION WITH HENDERSON PARK ROAD. PROCEED STRAIGHT AHEAD AND WEST
 AB4271'ON HENDERSON PARK ROAD TO A PARKING LOT ON THE LEFT AND THE STATION
 AB4271'NEAR THE TENNIS COURT. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4271'POST STAMPED 5073 AND IS LOCATED 110.6 FT (33.7 M) NNE OF SW CORNER OF
 AB4271'TENNIS COURT, 30.3 FT (9.2 M) WNW OF NW CORNER OF TENNIS COURT, 9.7 FT
 AB4271'(3.0 M) SOUTH OF CENTERLINE OF PATH, 167.3 FT (51.0 M) ESE OF SOUTH
 AB4271'GATE POST.
 AB4271
 AB4271                          STATION RECOVERY (2006)
 AB4271
 AB4271'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 AB4271'THE ROADS HAVE CHANGE AT HENDERSON PARK. LIVSEY ROAD NOW MAKE 'T'
 AB4271'INTERSECTION. AT THE INTERSECTION TURN LEFT (SOUTH) INTO TO THE PARK
 AB4271'AND FOLLOW PARK ROAD FOR 0.5 MI TO PARKING LOT ON THE RIGHT. THEN
 AB4271'FOLLOW PAVED TRAIL AT NORTHEAST CORNER OF PARKING LOT TOWARDS TENNIS
 AB4271'COURTS. MARK IS ON RIGHT SIDE OF TRAIL BEFORE REACHING THE TENNIS
 AB4271'COURTS. OTHER MEASURES FROM OLD DESCRIPITION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4272 ***********************************************************************
 AB4272  DESIGNATION -  5076
 AB4272  PID         -  AB4272
 AB4272  STATE/COUNTY-  GA/DE KALB
 AB4272  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4272
 AB4272                         *CURRENT SURVEY CONTROL
 AB4272  ___________________________________________________________________
 AB4272* NAD 83(1994)-  33 51 26.52723(N)    084 11 25.80997(W)     ADJUSTED  
 AB4272* NAVD 88     -       319.8    (meters)    1049.     (feet)  GPS OBS   
 AB4272  ___________________________________________________________________
 AB4272  X           -     536,708.225 (meters)                     COMP
 AB4272  Y           -  -5,275,096.862 (meters)                     COMP
 AB4272  Z           -   3,533,481.215 (meters)                     COMP
 AB4272  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AB4272  ELLIP HEIGHT-         290.25  (meters)          (09/03/97) GPS OBS
 AB4272  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AB4272
 AB4272  HORZ ORDER  -  FIRST
 AB4272  ELLP ORDER  -  FOURTH    CLASS II
 AB4272
 AB4272.The horizontal coordinates were established by GPS observations
 AB4272.and adjusted by the National Geodetic Survey in September 1997..
 AB4272
 AB4272.The orthometric height was determined by GPS observations and a
 AB4272.high-resolution geoid model.
 AB4272
 AB4272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4272
 AB4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4272
 AB4272.The ellipsoidal height was determined by GPS observations
 AB4272.and is referenced to NAD 83.
 AB4272
 AB4272.The geoid height was determined by GEOID03.
 AB4272
 AB4272;                    North         East     Units Scale Factor Converg.
 AB4272;SPC GA W     -   427,684.704   697,794.454   MT  0.99990006   -0 00 47.8
 AB4272;SPC GA W     - 1,403,162.23  2,289,347.30   sFT  0.99990006   -0 00 47.8
 AB4272;UTM  16      - 3,749,893.583   759,923.622   MT  1.00043295   +1 33 58.1
 AB4272
 AB4272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4272!SPC GA W     -   0.99995444  x   0.99990006  =   0.99985450
 AB4272!UTM  16      -   0.99995444  x   1.00043295  =   1.00038737
 AB4272
 AB4272                          SUPERSEDED SURVEY CONTROL
 AB4272
 AB4272  NAD 83(1994)-  33 51 26.52690(N)    084 11 25.80938(W) AD(       ) 1
 AB4272  ELLIP H (06/18/96)  290.26   (m)                       GP(       ) 4 1
 AB4272
 AB4272.Superseded values are not recommended for survey control.
 AB4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4272.See file dsdata.txt to determine how the superseded data were derived.
 AB4272
 AB4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5992449894(NAD 83)
 AB4272_MARKER: A = ALUMINUM MARKER
 AB4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4272_STAMPING: 5076
 AB4272_MARK LOGO: GA-089
 AB4272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4272+STABILITY: SURFACE MOTION
 AB4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4272+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4272
 AB4272  HISTORY     - Date     Condition        Report By
 AB4272  HISTORY     - 1995     MONUMENTED       MSI
 AB4272
 AB4272                          STATION DESCRIPTION
 AB4272
 AB4272'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4272'TO REACH THE STATION FROM THE INTERSECTION OF MOUNTAIN INDUSTRIAL
 AB4272'BOULEVARD AND HUGH HOWELL ROAD, PROCEED NORTH ON MOUNTAIN INDUSTRIAL
 AB4272'BOULEVARD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH SOUTH ROYAL
 AB4272'ATLANTA DRIVE AND THE STATION IN THE NE CORNER OF THE INTERSECTION.
 AB4272'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5076 AND IS
 AB4272'LOCATED 95.0 FT (29.0 M) NORTH OF SIGN POST, 35.4 FT (10.8 M) SOUTH OF
 AB4272'CENTERLINE OF OF EASTBOUND LANES OF MOUNTAIN INDUSTRIAL BOULEVARD, AND
 AB4272'27.3 FT (8.3 M) EAST OF CENTERLINE OF SOUTH ROYAL ATLANTA DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4273 ***********************************************************************
 AB4273  DESIGNATION -  5077
 AB4273  PID         -  AB4273
 AB4273  STATE/COUNTY-  GA/DE KALB
 AB4273  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4273
 AB4273                         *CURRENT SURVEY CONTROL
 AB4273  ___________________________________________________________________
 AB4273* NAD 83(1994)-  33 50 56.84749(N)    084 13 26.00845(W)     ADJUSTED  
 AB4273* NAVD 88     -       333.6    (meters)    1094.     (feet)  GPS OBS   
 AB4273  ___________________________________________________________________
 AB4273  X           -     533,686.562 (meters)                     COMP
 AB4273  Y           -  -5,275,927.051 (meters)                     COMP
 AB4273  Z           -   3,532,729.480 (meters)                     COMP
 AB4273  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AB4273  ELLIP HEIGHT-         304.13  (meters)          (09/03/97) GPS OBS
 AB4273  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AB4273
 AB4273  HORZ ORDER  -  FIRST
 AB4273  ELLP ORDER  -  FOURTH    CLASS II
 AB4273
 AB4273.The horizontal coordinates were established by GPS observations
 AB4273.and adjusted by the National Geodetic Survey in September 1997..
 AB4273
 AB4273.The orthometric height was determined by GPS observations and a
 AB4273.high-resolution geoid model.
 AB4273
 AB4273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4273
 AB4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4273
 AB4273.The ellipsoidal height was determined by GPS observations
 AB4273.and is referenced to NAD 83.
 AB4273
 AB4273.The geoid height was determined by GEOID03.
 AB4273
 AB4273;                    North         East     Units Scale Factor Converg.
 AB4273;SPC GA W     -   426,771.549   694,704.521   MT  0.99990035   -0 01 54.7
 AB4273;SPC GA W     - 1,400,166.32  2,279,209.75   sFT  0.99990035   -0 01 54.7
 AB4273;UTM  16      - 3,748,895.098   756,858.426   MT  1.00041341   +1 32 49.8
 AB4273
 AB4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4273!SPC GA W     -   0.99995226  x   0.99990035  =   0.99985261
 AB4273!UTM  16      -   0.99995226  x   1.00041341  =   1.00036565
 AB4273
 AB4273                          SUPERSEDED SURVEY CONTROL
 AB4273
 AB4273  NAD 83(1994)-  33 50 56.84720(N)    084 13 26.00787(W) AD(       ) 1
 AB4273  ELLIP H (06/18/96)  304.14   (m)                       GP(       ) 4 1
 AB4273
 AB4273.Superseded values are not recommended for survey control.
 AB4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4273.See file dsdata.txt to determine how the superseded data were derived.
 AB4273
 AB4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5685848895(NAD 83)
 AB4273_MARKER: A = ALUMINUM MARKER
 AB4273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4273_STAMPING: 5077
 AB4273_MARK LOGO: GA-089
 AB4273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4273+STABILITY: SURFACE MOTION
 AB4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4273+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4273
 AB4273  HISTORY     - Date     Condition        Report By
 AB4273  HISTORY     - 1995     MONUMENTED       MSI
 AB4273
 AB4273                          STATION DESCRIPTION
 AB4273
 AB4273'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4273'TO REACH THE STATION FROM THE INTERSECTION OF MOUNTAIN INDUSTRIAL
 AB4273'BOULEVARD AND HUGH HOWELL ROAD, PROCEED WEST ON HUGH HOWELL ROAD FOR
 AB4273'0.55 MI (0.89 KM) TO THE INTERSECTION WITH LAWERENCEVILLE HIGHWAY.
 AB4273'CONTINUE STRAIGHT AHEAD AND WEST ON LAWERENCEVILLE HIGHWAY FOR 0.8 MI
 AB4273'(1.3 KM) TO THE INTERSECTION WITH BROCKETT ROAD AND THE STATION IN THE
 AB4273'SW QUADRANT OF THE INTERSECTION IN FRONT OF WINN DIXIE STORE. STATION
 AB4273'IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5077 AND IS LOCATED
 AB4273'60.2 FT (18.3 M) ENE OF POWER POLE, 7.0 FT (2.1 M) SSE OF NORTHERN
 AB4273'EDGE OF SIDEWALK, AND 13.7 FT (4.2 M) NNW OF EDGE OF CURB FOR PARKING
 AB4273'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7048 ***********************************************************************
 AB7048  DESIGNATION -  508 DSC
 AB7048  PID         -  AB7048
 AB7048  STATE/COUNTY-  GA/DOUGHERTY
 AB7048  USGS QUAD   -  BRIDGEBORO (1988)
 AB7048
 AB7048                         *CURRENT SURVEY CONTROL
 AB7048  ___________________________________________________________________
 AB7048* NAD 83(1986)-  31 27 44.     (N)    083 59 55.     (W)     SCALED    
 AB7048* NAVD 88     -        75.046  (meters)     246.21   (feet)  ADJUSTED  
 AB7048  ___________________________________________________________________
 AB7048  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB7048  DYNAMIC HT  -          74.954 (meters)     245.91  (feet)  COMP
 AB7048  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 AB7048
 AB7048  VERT ORDER  -  SECOND    CLASS II
 AB7048
 AB7048.The horizontal coordinates were scaled from a topographic map and have
 AB7048.an estimated accuracy of +/- 6 seconds.
 AB7048
 AB7048.The orthometric height was determined by differential leveling
 AB7048.and adjusted by the National Geodetic Survey in November 1996..
 AB7048
 AB7048.The geoid height was determined by GEOID03.
 AB7048
 AB7048.The dynamic height is computed by dividing the NAVD 88
 AB7048.geopotential number by the normal gravity value computed on the
 AB7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7048.degrees latitude (g = 980.6199 gals.).
 AB7048
 AB7048.The modeled gravity was interpolated from observed gravity values.
 AB7048
 AB7048;                    North         East    Units  Estimated Accuracy
 AB7048;SPC GA W     -   162,110.      715,970.      MT  (+/- 180 meters Scaled)
 AB7048
 AB7048                          SUPERSEDED SURVEY CONTROL
 AB7048
 AB7048.No superseded survey control is available for this station.
 AB7048
 AB7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ150847(NAD 83)
 AB7048_MARKER: A = ALUMINUM MARKER
 AB7048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7048_STAMPING: 508 DSC 1988
 AB7048_MARK LOGO: ALBDOU
 AB7048_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7048
 AB7048  HISTORY     - Date     Condition        Report By
 AB7048  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7048  HISTORY     - 19951212 GOOD             NGS
 AB7048
 AB7048                          STATION DESCRIPTION
 AB7048
 AB7048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7048'MARK IS ABOUT 12.5 MILES (20.1 KM) SE OF DOWNTOWN ALBANY IN SOUTH
 AB7048'QUADRANT OF T-INTERSECTION OF NELMS ROAD AND MOULTRIE RD (STATE ROUTE
 AB7048'133) IN GRASSY AREA BELOW LEVEL OF HIGHWAY, 8.0 MILES (12.9 KM) SE OF
 AB7048'MOCK RD, 0.1 MILE (0.2 KM) NW OF COUNTY LINE RD, 65.5 FT (20.0 M) SW
 AB7048'OF MOULTRIE RD, 48.6 FT (14.8 M) SSE OF NELMS RD, 26.3 FT (8.0 M)
 AB7048'SOUTH OF STOP SIGN, A DISK 1.5 FT (0.5 M) BELOW GROUND ON ALUMINUM
 AB7048'ALLOY ROD IN ROUND CAST CASING WITH LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4275 ***********************************************************************
 AB4275  DESIGNATION -  5081
 AB4275  PID         -  AB4275
 AB4275  STATE/COUNTY-  GA/DE KALB
 AB4275  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4275
 AB4275                         *CURRENT SURVEY CONTROL
 AB4275  ___________________________________________________________________
 AB4275* NAD 83(1994)-  33 50 18.60088(N)    084 12 03.82145(W)     ADJUSTED  
 AB4275* NAVD 88     -       323.9    (meters)    1063.     (feet)  GPS OBS   
 AB4275  ___________________________________________________________________
 AB4275  X           -     535,854.233 (meters)                     COMP
 AB4275  Y           -  -5,276,358.936 (meters)                     COMP
 AB4275  Z           -   3,531,745.287 (meters)                     COMP
 AB4275  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AB4275  ELLIP HEIGHT-         294.43  (meters)          (09/03/97) GPS OBS
 AB4275  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AB4275
 AB4275  HORZ ORDER  -  FIRST
 AB4275  ELLP ORDER  -  FOURTH    CLASS II
 AB4275
 AB4275.The horizontal coordinates were established by GPS observations
 AB4275.and adjusted by the National Geodetic Survey in September 1997..
 AB4275
 AB4275.The orthometric height was determined by GPS observations and a
 AB4275.high-resolution geoid model.
 AB4275
 AB4275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4275
 AB4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4275
 AB4275.The ellipsoidal height was determined by GPS observations
 AB4275.and is referenced to NAD 83.
 AB4275
 AB4275.The geoid height was determined by GEOID03.
 AB4275
 AB4275;                    North         East     Units Scale Factor Converg.
 AB4275;SPC GA W     -   425,592.310   696,816.757   MT  0.99990012   -0 01 09.0
 AB4275;SPC GA W     - 1,396,297.44  2,286,139.64   sFT  0.99990012   -0 01 09.0
 AB4275;UTM  16      - 3,747,773.920   759,003.466   MT  1.00042706   +1 33 34.1
 AB4275
 AB4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4275!SPC GA W     -   0.99995378  x   0.99990012  =   0.99985391
 AB4275!UTM  16      -   0.99995378  x   1.00042706  =   1.00038082
 AB4275
 AB4275                          SUPERSEDED SURVEY CONTROL
 AB4275
 AB4275  NAD 83(1994)-  33 50 18.60060(N)    084 12 03.82085(W) AD(       ) 1
 AB4275  ELLIP H (06/18/96)  294.44   (m)                       GP(       ) 4 1
 AB4275
 AB4275.Superseded values are not recommended for survey control.
 AB4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4275.See file dsdata.txt to determine how the superseded data were derived.
 AB4275
 AB4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5900347774(NAD 83)
 AB4275_MARKER: A = ALUMINUM MARKER
 AB4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4275_STAMPING: 5081
 AB4275_MARK LOGO: GA-089
 AB4275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4275+STABILITY: SURFACE MOTION
 AB4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4275+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4275
 AB4275  HISTORY     - Date     Condition        Report By
 AB4275  HISTORY     - 1995     MONUMENTED       MSI
 AB4275
 AB4275                          STATION DESCRIPTION
 AB4275
 AB4275'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4275'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 78 AND MOUNTAIN
 AB4275'INDUSTRIAL BOULEVARD, PROCEED NORTH ON MOUNTAIN INDUSTRIAL BOULEVARD
 AB4275'FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH HIRSCH DRIVE. CONTINUE
 AB4275'STRAIGHT AHEAD AND NORTH ON MOUNTAIN INDUSTRIAL BOULEVARD TO THE
 AB4275'ENTRANCE TO SHOPPING CENTER AND THE STATION IN THE SOUTHWEST QUADRANT
 AB4275'OF THE INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4275'POST STAMPED 5081 AND IS LOCATED 2.5 FT (0.8 M) WEST OF THE EDGE OF
 AB4275'CURB, 81.O FT SE OF LIGHT POLE, AND 40.3 FT (12.3 M) NORTH OF CENTER
 AB4275'OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4276 ***********************************************************************
 AB4276  DESIGNATION -  5083
 AB4276  PID         -  AB4276
 AB4276  STATE/COUNTY-  GA/DE KALB
 AB4276  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4276
 AB4276                         *CURRENT SURVEY CONTROL
 AB4276  ___________________________________________________________________
 AB4276* NAD 83(1994)-  33 49 42.25550(N)    084 14 12.55881(W)     ADJUSTED  
 AB4276* NAVD 88     -       315.5    (meters)    1035.     (feet)  GPS OBS   
 AB4276  ___________________________________________________________________
 AB4276  X           -     532,622.871 (meters)                     COMP
 AB4276  Y           -  -5,277,305.758 (meters)                     COMP
 AB4276  Z           -   3,530,810.344 (meters)                     COMP
 AB4276  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AB4276  ELLIP HEIGHT-         285.99  (meters)          (09/03/97) GPS OBS
 AB4276  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 AB4276
 AB4276  HORZ ORDER  -  FIRST
 AB4276  ELLP ORDER  -  FOURTH    CLASS II
 AB4276
 AB4276.The horizontal coordinates were established by GPS observations
 AB4276.and adjusted by the National Geodetic Survey in September 1997..
 AB4276
 AB4276.The orthometric height was determined by GPS observations and a
 AB4276.high-resolution geoid model.
 AB4276
 AB4276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4276
 AB4276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4276
 AB4276.The ellipsoidal height was determined by GPS observations
 AB4276.and is referenced to NAD 83.
 AB4276
 AB4276.The geoid height was determined by GEOID03.
 AB4276
 AB4276;                    North         East     Units Scale Factor Converg.
 AB4276;SPC GA W     -   424,474.268   693,506.370   MT  0.99990052   -0 02 20.6
 AB4276;SPC GA W     - 1,392,629.33  2,275,278.82   sFT  0.99990052   -0 02 20.6
 AB4276;UTM  16      - 3,746,564.495   755,723.438   MT  1.00040624   +1 32 20.8
 AB4276
 AB4276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4276!SPC GA W     -   0.99995511  x   0.99990052  =   0.99985563
 AB4276!UTM  16      -   0.99995511  x   1.00040624  =   1.00036133
 AB4276
 AB4276                          SUPERSEDED SURVEY CONTROL
 AB4276
 AB4276  NAD 83(1994)-  33 49 42.25522(N)    084 14 12.55820(W) AD(       ) 1
 AB4276  ELLIP H (06/18/96)  285.99   (m)                       GP(       ) 4 1
 AB4276
 AB4276.Superseded values are not recommended for survey control.
 AB4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4276.See file dsdata.txt to determine how the superseded data were derived.
 AB4276
 AB4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5572346564(NAD 83)
 AB4276_MARKER: A = ALUMINUM MARKER
 AB4276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4276_STAMPING: 5083
 AB4276_MARK LOGO: GA-089
 AB4276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4276+STABILITY: SURFACE MOTION
 AB4276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4276+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4276
 AB4276  HISTORY     - Date     Condition        Report By
 AB4276  HISTORY     - 1995     MONUMENTED       MSI
 AB4276
 AB4276                          STATION DESCRIPTION
 AB4276
 AB4276'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4276'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 78 AND COOLEDGE
 AB4276'ROAD, PROCEED NORTHERLY ON COOLEDGE ROAD FOR 0.3 MI (0.5 KM) TO THE
 AB4276'INTERSECTION WITH EDINBURGH WAY AND THE STATION ON THE LEFT IN THE
 AB4276'MEDIAN OF EDINBURGH WAY. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4276'POST STAMPED 5083 AND IS LOCATED 6.6 FT (2.0 M) NNW OF LIGHT POLE,
 AB4276'23.7 FT (7.2 M) NE OF NE CORNER OF WHITE BRICK SIGN FOR EDINBURGH
 AB4276'ESTATES, AND 42.0 FT (12.8 M) SW OF CENTERLINE OF COOLEDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4278 ***********************************************************************
 AB4278  DESIGNATION -  5087
 AB4278  PID         -  AB4278
 AB4278  STATE/COUNTY-  GA/DE KALB
 AB4278  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4278
 AB4278                         *CURRENT SURVEY CONTROL
 AB4278  ___________________________________________________________________
 AB4278* NAD 83(1994)-  33 49 09.60311(N)    084 10 13.90063(W)     ADJUSTED  
 AB4278* NAVD 88     -       294.6    (meters)     967.     (feet)  GPS OBS   
 AB4278  ___________________________________________________________________
 AB4278  X           -     538,783.729 (meters)                     COMP
 AB4278  Y           -  -5,277,225.870 (meters)                     COMP
 AB4278  Z           -   3,529,962.929 (meters)                     COMP
 AB4278  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AB4278  ELLIP HEIGHT-         265.15  (meters)          (06/18/96) GPS OBS
 AB4278  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AB4278
 AB4278  HORZ ORDER  -  FIRST
 AB4278  ELLP ORDER  -  FOURTH    CLASS I
 AB4278
 AB4278.The horizontal coordinates were established by GPS observations
 AB4278.and adjusted by the National Geodetic Survey in September 1997..
 AB4278
 AB4278.The orthometric height was determined by GPS observations and a
 AB4278.high-resolution geoid model.
 AB4278
 AB4278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4278
 AB4278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4278
 AB4278.The ellipsoidal height was determined by GPS observations
 AB4278.and is referenced to NAD 83.
 AB4278
 AB4278.The geoid height was determined by GEOID03.
 AB4278
 AB4278;                    North         East     Units Scale Factor Converg.
 AB4278;SPC GA W     -   423,466.113   699,642.558   MT  0.99990000   -0 00 07.7
 AB4278;SPC GA W     - 1,389,321.74  2,295,410.63   sFT  0.99990000   -0 00 07.7
 AB4278;UTM  16      - 3,745,725.260   761,888.301   MT  1.00044559   +1 34 32.6
 AB4278
 AB4278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4278!SPC GA W     -   0.99995838  x   0.99990000  =   0.99985838
 AB4278!UTM  16      -   0.99995838  x   1.00044559  =   1.00040395
 AB4278
 AB4278                          SUPERSEDED SURVEY CONTROL
 AB4278
 AB4278  NAD 83(1994)-  33 49 09.60274(N)    084 10 13.89971(W) AD(       ) 1
 AB4278
 AB4278.Superseded values are not recommended for survey control.
 AB4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4278.See file dsdata.txt to determine how the superseded data were derived.
 AB4278
 AB4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6188845725(NAD 83)
 AB4278_MARKER: A = ALUMINUM MARKER
 AB4278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4278_STAMPING: 5087
 AB4278_MARK LOGO: GA-089
 AB4278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4278+STABILITY: SURFACE MOTION
 AB4278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4278+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4278
 AB4278  HISTORY     - Date     Condition        Report By
 AB4278  HISTORY     - 1995     MONUMENTED       MSI
 AB4278
 AB4278                          STATION DESCRIPTION
 AB4278
 AB4278'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4278'TO REACH THE STATION FROM THE INTERSECTION OF MOUNTAIN INDUSTRIAL
 AB4278'BOULEVARD AND STONE MOUNTAIN FREEWAY, PROCEED EASTERLY ON STONE
 AB4278'MOUNTAIN FREEWAY FOR 2.0 MI (3.2 KM) TO THE EXIT FOR CITY OF STONE
 AB4278'MOUNTAIN. TAKE EXIT FOR CITY OF STONE MOUNTAIN AND PROCEED ON RAMP FOR
 AB4278'0.2 MI (0.3 KM) TO STATION ON THE LEFT AT THE END ON THE ON RAMP TO
 AB4278'HIGHWAY 10. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED
 AB4278'5087 AND IS LOCATED 43.0 FT (13.1 M) NW OF CENTERLINE OF SOUTHBOUND
 AB4278'HIGHWAY 10, 26.3 FT (8.0 M) EAST OF CENTERLINE OF ON RAMP, 5.0 FT (1.5
 AB4278'M) ESE OF END OF GUARD RAIL, AND 55.0 FT (16.8 M) SW OF SOUTH END OF
 AB4278'CONCRETE DITCH WHERE IT INTERSECTS HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4279 ***********************************************************************
 AB4279  DESIGNATION -  5088
 AB4279  PID         -  AB4279
 AB4279  STATE/COUNTY-  GA/DE KALB
 AB4279  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4279
 AB4279                         *CURRENT SURVEY CONTROL
 AB4279  ___________________________________________________________________
 AB4279* NAD 83(1994)-  33 49 15.02399(N)    084 07 55.52312(W)     ADJUSTED  
 AB4279* NAVD 88     -       289.6    (meters)     950.     (feet)  GPS OBS   
 AB4279  ___________________________________________________________________
 AB4279  X           -     542,314.029 (meters)                     COMP
 AB4279  Y           -  -5,276,766.632 (meters)                     COMP
 AB4279  Z           -   3,530,098.923 (meters)                     COMP
 AB4279  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AB4279  ELLIP HEIGHT-         260.17  (meters)          (09/03/97) GPS OBS
 AB4279  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AB4279
 AB4279  HORZ ORDER  -  FIRST
 AB4279  ELLP ORDER  -  FOURTH    CLASS II
 AB4279
 AB4279.The horizontal coordinates were established by GPS observations
 AB4279.and adjusted by the National Geodetic Survey in September 1997..
 AB4279
 AB4279.The orthometric height was determined by GPS observations and a
 AB4279.high-resolution geoid model.
 AB4279
 AB4279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4279
 AB4279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4279
 AB4279.The ellipsoidal height was determined by GPS observations
 AB4279.and is referenced to NAD 83.
 AB4279
 AB4279.The geoid height was determined by GEOID03.
 AB4279
 AB4279;                    North         East     Units Scale Factor Converg.
 AB4279;SPC GA W     -   423,633.649   703,200.751   MT  0.99990013   +0 01 09.3
 AB4279;SPC GA W     - 1,389,871.40  2,307,084.46   sFT  0.99990013   +0 01 09.3
 AB4279;UTM  16      - 3,745,990.860   765,442.511   MT  1.00046870   +1 35 49.9
 AB4279
 AB4279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4279!SPC GA W     -   0.99995916  x   0.99990013  =   0.99985929
 AB4279!UTM  16      -   0.99995916  x   1.00046870  =   1.00042784
 AB4279
 AB4279                          SUPERSEDED SURVEY CONTROL
 AB4279
 AB4279  NAD 83(1994)-  33 49 15.02361(N)    084 07 55.52216(W) AD(       ) 1
 AB4279  ELLIP H (06/18/96)  260.16   (m)                       GP(       ) 4 1
 AB4279
 AB4279.Superseded values are not recommended for survey control.
 AB4279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4279.See file dsdata.txt to determine how the superseded data were derived.
 AB4279
 AB4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6544345991(NAD 83)
 AB4279_MARKER: A = ALUMINUM MARKER
 AB4279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4279_STAMPING: 5088
 AB4279_MARK LOGO: GA-089
 AB4279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4279+STABILITY: SURFACE MOTION
 AB4279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4279+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4279
 AB4279  HISTORY     - Date     Condition        Report By
 AB4279  HISTORY     - 1995     MONUMENTED       MSI
 AB4279
 AB4279                          STATION DESCRIPTION
 AB4279
 AB4279'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4279'TO REACH THE STATION FROM EASTBOUND HIGHWAY 78 (STONE MOUNTAIN
 AB4279'BY-PASS), TAKE THE STONE MOUNTAIN PARK EAST GATE EXIT. THE STATION IS
 AB4279'LOCATED ON THE LEFT AT THE INTERSECTION OF OFF RAMP AND JEFFERSON
 AB4279'DAVIS DRIVE IN THE MEDIAN. STATION IS AN ALUMINUM DISK SET IN A
 AB4279'CONCRETE POST STAMPED 5087 AND IS LOCATED 36.0 FT (11.0 M) EAST OF
 AB4279'CONCRETE MEDIAN, 31.3 FT (9.5 M) WEST OF CENTERLINE OF OFF RAMP TO
 AB4279'PARK, AND 76.0 FT (23.2 M) NNE OF YIELD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4280 ***********************************************************************
 AB4280  DESIGNATION -  5089
 AB4280  PID         -  AB4280
 AB4280  STATE/COUNTY-  GA/DE KALB
 AB4280  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4280
 AB4280                         *CURRENT SURVEY CONTROL
 AB4280  ___________________________________________________________________
 AB4280* NAD 83(1994)-  33 48 21.65372(N)    084 14 32.10448(W)     ADJUSTED  
 AB4280* NAVD 88     -       310.1    (meters)    1017.     (feet)  GPS OBS   
 AB4280  ___________________________________________________________________
 AB4280  X           -     532,261.007 (meters)                     COMP
 AB4280  Y           -  -5,278,726.977 (meters)                     COMP
 AB4280  Z           -   3,528,743.998 (meters)                     COMP
 AB4280  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AB4280  ELLIP HEIGHT-         280.61  (meters)          (09/03/97) GPS OBS
 AB4280  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AB4280
 AB4280  HORZ ORDER  -  FIRST
 AB4280  ELLP ORDER  -  FOURTH    CLASS II
 AB4280
 AB4280.The horizontal coordinates were established by GPS observations
 AB4280.and adjusted by the National Geodetic Survey in September 1997..
 AB4280
 AB4280.The orthometric height was determined by GPS observations and a
 AB4280.high-resolution geoid model.
 AB4280
 AB4280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4280
 AB4280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4280
 AB4280.The ellipsoidal height was determined by GPS observations
 AB4280.and is referenced to NAD 83.
 AB4280
 AB4280.The geoid height was determined by GEOID03.
 AB4280
 AB4280;                    North         East     Units Scale Factor Converg.
 AB4280;SPC GA W     -   421,991.461   693,002.001   MT  0.99990060   -0 02 31.4
 AB4280;SPC GA W     - 1,384,483.65  2,273,624.06   sFT  0.99990060   -0 02 31.4
 AB4280;UTM  16      - 3,744,067.484   755,287.399   MT  1.00040350   +1 32 06.7
 AB4280
 AB4280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4280!SPC GA W     -   0.99995595  x   0.99990060  =   0.99985655
 AB4280!UTM  16      -   0.99995595  x   1.00040350  =   1.00035943
 AB4280
 AB4280                          SUPERSEDED SURVEY CONTROL
 AB4280
 AB4280  NAD 83(1994)-  33 48 21.65344(N)    084 14 32.10387(W) AD(       ) 1
 AB4280  ELLIP H (06/18/96)  280.62   (m)                       GP(       ) 4 1
 AB4280
 AB4280.Superseded values are not recommended for survey control.
 AB4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4280.See file dsdata.txt to determine how the superseded data were derived.
 AB4280
 AB4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5528744067(NAD 83)
 AB4280_MARKER: A = ALUMINUM MARKER
 AB4280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4280_STAMPING: 5089
 AB4280_MARK LOGO: GA-089
 AB4280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4280+STABILITY: SURFACE MOTION
 AB4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4280+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4280
 AB4280  HISTORY     - Date     Condition        Report By
 AB4280  HISTORY     - 1995     MONUMENTED       MSI
 AB4280
 AB4280                          STATION DESCRIPTION
 AB4280
 AB4280'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4280'TO REACH THE STATION FROM THE INTERSECTION OF EAST PONCE DE LEON
 AB4280'AVENUE AND I-285 (EXIT-31), PROCEED ENE ON EAST PONCE DE LEON AVENUE
 AB4280'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT IN THE SOUTHERN
 AB4280'QUADRANT OF THE INTERSECTION WITH NORTH INDIAN CREEK DRIVE. STATION IS
 AB4280'AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5089 AND IS LOCATED
 AB4280'4.3 FT (1.3 M) SE OF EDGE OF CURB, 18.7 FT (5.7 M) SE OF CENTERLINE OF
 AB4280'EAST PONCE DE LEON AVENUE, 54.5 FT (16.6 M) NORTH OF POWER POLE, 52.7
 AB4280'FT (16.1 M) NW OF WESTERLY RAIL OF RAIL ROAD, AND 48.2 FT (14.7 M) SSW
 AB4280'OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7049 ***********************************************************************
 AB7049  DESIGNATION -  509 DSC
 AB7049  PID         -  AB7049
 AB7049  STATE/COUNTY-  GA/DOUGHERTY
 AB7049  USGS QUAD   -  BRIDGEBORO (1988)
 AB7049
 AB7049                         *CURRENT SURVEY CONTROL
 AB7049  ___________________________________________________________________
 AB7049* NAD 83(1986)-  31 27 57.     (N)    083 59 51.     (W)     SCALED    
 AB7049* NAVD 88     -        75.451  (meters)     247.54   (feet)  ADJUSTED  
 AB7049  ___________________________________________________________________
 AB7049  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB7049  DYNAMIC HT  -          75.358 (meters)     247.24  (feet)  COMP
 AB7049  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 AB7049
 AB7049  VERT ORDER  -  SECOND    CLASS II
 AB7049
 AB7049.The horizontal coordinates were scaled from a topographic map and have
 AB7049.an estimated accuracy of +/- 6 seconds.
 AB7049
 AB7049.The orthometric height was determined by differential leveling
 AB7049.and adjusted by the National Geodetic Survey in November 1996..
 AB7049
 AB7049.The geoid height was determined by GEOID03.
 AB7049
 AB7049.The dynamic height is computed by dividing the NAVD 88
 AB7049.geopotential number by the normal gravity value computed on the
 AB7049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7049.degrees latitude (g = 980.6199 gals.).
 AB7049
 AB7049.The modeled gravity was interpolated from observed gravity values.
 AB7049
 AB7049;                    North         East    Units  Estimated Accuracy
 AB7049;SPC GA W     -   162,510.      716,080.      MT  (+/- 180 meters Scaled)
 AB7049
 AB7049                          SUPERSEDED SURVEY CONTROL
 AB7049
 AB7049.No superseded survey control is available for this station.
 AB7049
 AB7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ151851(NAD 83)
 AB7049_MARKER: A = ALUMINUM MARKER
 AB7049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7049_STAMPING: 509 DSC 1988
 AB7049_MARK LOGO: ALBDOU
 AB7049_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7049+STABILITY: SURFACE MOTION
 AB7049
 AB7049  HISTORY     - Date     Condition        Report By
 AB7049  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7049  HISTORY     - 19951212 GOOD             NGS
 AB7049
 AB7049                          STATION DESCRIPTION
 AB7049
 AB7049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7049'MARK IS ABOUT 12.5 MILES (20.1 KM) SE OF DOWNTOWN ALBANY, 0.3 MI (0.5
 AB7049'KM) NORTH ALONG COUNTY LINE RD FROM JUNCTION OF MOULTRIE RD (STATE
 AB7049'ROUTE 133), AT INTERSECTION WITH JENKINS ROAD, NORTHEAST QUADRANT,
 AB7049'40.8 FT (12.4 M) NORTH OF JENKINS ROAD, 52.2 FT (15.9 M) EAST OF
 AB7049'COUNTY LINE ROAD, 14.8 FT (4.5 M) ESE OF FIBER OPTIC WARNING POST,
 AB7049'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4281 ***********************************************************************
 AB4281  DESIGNATION -  5093
 AB4281  PID         -  AB4281
 AB4281  STATE/COUNTY-  GA/DE KALB
 AB4281  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4281
 AB4281                         *CURRENT SURVEY CONTROL
 AB4281  ___________________________________________________________________
 AB4281* NAD 83(1994)-  33 47 44.84581(N)    084 09 42.78142(W)     ADJUSTED  
 AB4281* NAVD 88     -       295.7    (meters)     970.     (feet)  GPS OBS   
 AB4281  ___________________________________________________________________
 AB4281  X           -     539,727.800 (meters)                     COMP
 AB4281  Y           -  -5,278,591.009 (meters)                     COMP
 AB4281  Z           -   3,527,793.598 (meters)                     COMP
 AB4281  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AB4281  ELLIP HEIGHT-         266.29  (meters)          (09/03/97) GPS OBS
 AB4281  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AB4281
 AB4281  HORZ ORDER  -  FIRST
 AB4281  ELLP ORDER  -  FOURTH    CLASS II
 AB4281
 AB4281.The horizontal coordinates were established by GPS observations
 AB4281.and adjusted by the National Geodetic Survey in September 1997..
 AB4281
 AB4281.The orthometric height was determined by GPS observations and a
 AB4281.high-resolution geoid model.
 AB4281
 AB4281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4281
 AB4281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4281
 AB4281.The ellipsoidal height was determined by GPS observations
 AB4281.and is referenced to NAD 83.
 AB4281
 AB4281.The geoid height was determined by GEOID03.
 AB4281
 AB4281;                    North         East     Units Scale Factor Converg.
 AB4281;SPC GA W     -   420,854.936   700,442.881   MT  0.99990000   +0 00 09.6
 AB4281;SPC GA W     - 1,380,754.90  2,298,036.35   sFT  0.99990000   +0 00 09.6
 AB4281;UTM  16      - 3,743,135.684   762,760.677   MT  1.00045124   +1 34 46.4
 AB4281
 AB4281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4281!SPC GA W     -   0.99995820  x   0.99990000  =   0.99985820
 AB4281!UTM  16      -   0.99995820  x   1.00045124  =   1.00040942
 AB4281
 AB4281                          SUPERSEDED SURVEY CONTROL
 AB4281
 AB4281  NAD 83(1994)-  33 47 44.84548(N)    084 09 42.78077(W) AD(       ) 1
 AB4281  ELLIP H (06/18/96)  266.30   (m)                       GP(       ) 4 1
 AB4281
 AB4281.Superseded values are not recommended for survey control.
 AB4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4281.See file dsdata.txt to determine how the superseded data were derived.
 AB4281
 AB4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6276143136(NAD 83)
 AB4281_MARKER: A = ALUMINUM MARKER
 AB4281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4281_STAMPING: 5093
 AB4281_MARK LOGO: GA-089
 AB4281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4281+STABILITY: SURFACE MOTION
 AB4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4281+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4281
 AB4281  HISTORY     - Date     Condition        Report By
 AB4281  HISTORY     - 1995     MONUMENTED       MSI
 AB4281
 AB4281                          STATION DESCRIPTION
 AB4281
 AB4281'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4281'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 78 (STONE
 AB4281'MOUNTAIN FREEWAY) AND STONE MOUNTAIN LITHONIA ROAD NORTH, PROCEED
 AB4281'SOUTHERLY ON STONE MOUNTAIN LITHONIA ROAD NORTH FOR 1.7 MI (2.7 KM) TO
 AB4281'THE INTERSECTION WITH STONE HAVEN DRIVE. TURN LEFT AND PROCEED EAST ON
 AB4281'STONE HAVEN DRIVE FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT IN
 AB4281'A POWER LINE ROW. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4281'STAMPED 5093 AND IS LOCATED 9.3 FT (2.8 M) NE OF FIRE HYDRANT, 54.3 FT
 AB4281'(16.6 M) SSE OF POWER POLE, 15.5 FT (4.7 M) EAST OF CENTERLINE OF
 AB4281'STONE HAVEN DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4282 ***********************************************************************
 AB4282  DESIGNATION -  5095
 AB4282  PID         -  AB4282
 AB4282  STATE/COUNTY-  GA/DE KALB
 AB4282  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4282
 AB4282                         *CURRENT SURVEY CONTROL
 AB4282  ___________________________________________________________________
 AB4282* NAD 83(1994)-  33 47 13.09877(N)    084 12 36.75394(W)     ADJUSTED  
 AB4282* NAVD 88     -       310.5    (meters)    1019.     (feet)  GPS OBS   
 AB4282  ___________________________________________________________________
 AB4282  X           -     535,331.539 (meters)                     COMP
 AB4282  Y           -  -5,279,597.823 (meters)                     COMP
 AB4282  Z           -   3,526,988.857 (meters)                     COMP
 AB4282  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AB4282  ELLIP HEIGHT-         281.04  (meters)          (09/03/97) GPS OBS
 AB4282  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AB4282
 AB4282  HORZ ORDER  -  FIRST
 AB4282  ELLP ORDER  -  FOURTH    CLASS II
 AB4282
 AB4282.The horizontal coordinates were established by GPS observations
 AB4282.and adjusted by the National Geodetic Survey in September 1997..
 AB4282
 AB4282.The orthometric height was determined by GPS observations and a
 AB4282.high-resolution geoid model.
 AB4282
 AB4282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4282
 AB4282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4282
 AB4282.The ellipsoidal height was determined by GPS observations
 AB4282.and is referenced to NAD 83.
 AB4282
 AB4282.The geoid height was determined by GEOID03.
 AB4282
 AB4282;                    North         East     Units Scale Factor Converg.
 AB4282;SPC GA W     -   419,877.727   695,967.701   MT  0.99990020   -0 01 27.2
 AB4282;SPC GA W     - 1,377,548.84  2,283,354.03   sFT  0.99990020   -0 01 27.2
 AB4282;UTM  16      - 3,742,035.119   758,311.691   MT  1.00042266   +1 33 08.2
 AB4282
 AB4282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4282!SPC GA W     -   0.99995588  x   0.99990020  =   0.99985609
 AB4282!UTM  16      -   0.99995588  x   1.00042266  =   1.00037852
 AB4282
 AB4282                          SUPERSEDED SURVEY CONTROL
 AB4282
 AB4282  NAD 83(1994)-  33 47 13.09846(N)    084 12 36.75332(W) AD(       ) 1
 AB4282  ELLIP H (06/18/96)  281.04   (m)                       GP(       ) 4 1
 AB4282
 AB4282.Superseded values are not recommended for survey control.
 AB4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4282.See file dsdata.txt to determine how the superseded data were derived.
 AB4282
 AB4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5831242035(NAD 83)
 AB4282_MARKER: A = ALUMINUM MARKER
 AB4282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4282_STAMPING: 5095
 AB4282_MARK LOGO: GA-089
 AB4282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4282+STABILITY: SURFACE MOTION
 AB4282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4282+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4282
 AB4282  HISTORY     - Date     Condition        Report By
 AB4282  HISTORY     - 1995     MONUMENTED       MSI
 AB4282
 AB4282                          STATION DESCRIPTION
 AB4282
 AB4282'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4282'TO REACH THE STATION FROM THE INTERSECTION OF MEMORIAL DRIVE AND I-285
 AB4282'(EXIT-32), PROCEED NORTHEASTLY ON MEMORIAL DRIVE FOR 0.75 MI (1.21 KM)
 AB4282'TO THE INTERSECTION WITH DECATUR ROAD NORTH ON THE LEFT AND ROCKBRIDGE
 AB4282'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED EASTERLY ON ROCKBRIDGE ROAD
 AB4282'FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH HAMBRICK ROAD ON THE
 AB4282'LEFT. CONTINUE STRAIGHT AHEAD AND EASTERLY ON ROCKBRIDGE ROAD FOR 0.25
 AB4282'MI (0.40 KM) TO THE INTERSECTION WITH ALLGOOD CIRCLE ON THE LEFT AND
 AB4282'THE STATION IN THE SW QUADRANT OF THE INTERSECTION. STATION IS AN
 AB4282'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5095 AND IS LOCATED 3.9
 AB4282'FT (1.2 M) SOUTH OF EDGE OF CURB, 43.0 FT (13.1 M) WEST OF CENTERLINE
 AB4282'OF ALLGOOD CIRCLE, AND 51.2 FT (15.6 M) NE OF JETSTREAM SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4283 ***********************************************************************
 AB4283  DESIGNATION -  5096
 AB4283  PID         -  AB4283
 AB4283  STATE/COUNTY-  GA/DE KALB
 AB4283  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4283
 AB4283                         *CURRENT SURVEY CONTROL
 AB4283  ___________________________________________________________________
 AB4283* NAD 83(1994)-  33 47 12.92568(N)    084 09 48.19445(W)     ADJUSTED  
 AB4283* NAVD 88     -       318.7    (meters)    1046.     (feet)  GPS OBS   
 AB4283  ___________________________________________________________________
 AB4283  X           -     539,646.846 (meters)                     COMP
 AB4283  Y           -  -5,279,168.384 (meters)                     COMP
 AB4283  Z           -   3,526,989.029 (meters)                     COMP
 AB4283  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AB4283  ELLIP HEIGHT-         289.32  (meters)          (09/03/97) GPS OBS
 AB4283  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AB4283
 AB4283  HORZ ORDER  -  FIRST
 AB4283  ELLP ORDER  -  FOURTH    CLASS II
 AB4283
 AB4283.The horizontal coordinates were established by GPS observations
 AB4283.and adjusted by the National Geodetic Survey in September 1997..
 AB4283
 AB4283.The orthometric height was determined by GPS observations and a
 AB4283.high-resolution geoid model.
 AB4283
 AB4283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4283
 AB4283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4283
 AB4283.The ellipsoidal height was determined by GPS observations
 AB4283.and is referenced to NAD 83.
 AB4283
 AB4283.The geoid height was determined by GEOID03.
 AB4283
 AB4283;                    North         East     Units Scale Factor Converg.
 AB4283;SPC GA W     -   419,871.547   700,303.683   MT  0.99990000   +0 00 06.6
 AB4283;SPC GA W     - 1,377,528.57  2,297,579.67   sFT  0.99990000   +0 00 06.6
 AB4283;UTM  16      - 3,742,148.293   762,648.529   MT  1.00045052   +1 34 42.1
 AB4283
 AB4283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4283!SPC GA W     -   0.99995458  x   0.99990000  =   0.99985459
 AB4283!UTM  16      -   0.99995458  x   1.00045052  =   1.00040508
 AB4283
 AB4283                          SUPERSEDED SURVEY CONTROL
 AB4283
 AB4283  NAD 83(1994)-  33 47 12.92536(N)    084 09 48.19385(W) AD(       ) 1
 AB4283  ELLIP H (06/18/96)  289.34   (m)                       GP(       ) 4 1
 AB4283
 AB4283.Superseded values are not recommended for survey control.
 AB4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4283.See file dsdata.txt to determine how the superseded data were derived.
 AB4283
 AB4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6264942148(NAD 83)
 AB4283_MARKER: A = ALUMINUM MARKER
 AB4283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4283_STAMPING: 5096
 AB4283_MARK LOGO: GA-089
 AB4283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4283+STABILITY: SURFACE MOTION
 AB4283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4283+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4283
 AB4283  HISTORY     - Date     Condition        Report By
 AB4283  HISTORY     - 1995     MONUMENTED       MSI
 AB4283
 AB4283                          STATION DESCRIPTION
 AB4283
 AB4283'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4283'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 10 (STONE
 AB4283'MOUNTAIN BY-PASS) AND STONE MOUNTAIN LITHONIA ROAD NORTH, PROCEED
 AB4283'SOUTHERLY ON STONE MOUNTAIN LITHONIA ROAD NORTH FOR 2.1 MI (3.4 KM) TO
 AB4283'THE INTERSECTION WITH ROCKBRIDGE ROAD AND THE STATION IN THE SOUTH
 AB4283'WEST QUADRANT OF THE INTERSECTION AT THE BASE OF A RAILROAD CROSSING
 AB4283'SIGNAL. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED
 AB4283'5096 AND IS LOCATED 6.5 FT (2.0 M) NORTH OF GUARDRAIL, 4.2 FT (1.3 M)
 AB4283'NW OF MCI FIBER OPTIC CABLE MARKER, 54.5 FT (16.6 M) EAST OF WATER
 AB4283'VALVE COVER, 40.5 FT (12.3 M) SSW OF WEST END OF CULVERT, AND 55.7 FT
 AB4283'(17.0 M) SW OF WESTERLY RAIL OF RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1605 ***********************************************************************
 BE1605  DESIGNATION -  51 JWM USGS
 BE1605  PID         -  BE1605
 BE1605  STATE/COUNTY-  GA/SEMINOLE
 BE1605  USGS QUAD   -  DESSER (1993)
 BE1605
 BE1605                         *CURRENT SURVEY CONTROL
 BE1605  ___________________________________________________________________
 BE1605* NAD 83(1986)-  30 57 02.     (N)    084 48 39.     (W)     SCALED    
 BE1605* NAVD 88     -        41.690  (meters)     136.78   (feet)  ADJUSTED  
 BE1605  ___________________________________________________________________
 BE1605  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BE1605  DYNAMIC HT  -          41.638 (meters)     136.61  (feet)  COMP
 BE1605  MODELED GRAV-     979,380.8   (mgal)                       NAVD 88
 BE1605
 BE1605  VERT ORDER  -  SECOND    CLASS 0
 BE1605
 BE1605.The horizontal coordinates were scaled from a topographic map and have
 BE1605.an estimated accuracy of +/- 6 seconds.
 BE1605
 BE1605.The orthometric height was determined by differential leveling
 BE1605.and adjusted by the National Geodetic Survey in June 1991..
 BE1605
 BE1605.The geoid height was determined by GEOID03.
 BE1605
 BE1605.The dynamic height is computed by dividing the NAVD 88
 BE1605.geopotential number by the normal gravity value computed on the
 BE1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1605.degrees latitude (g = 980.6199 gals.).
 BE1605
 BE1605.The modeled gravity was interpolated from observed gravity values.
 BE1605
 BE1605;                    North         East    Units  Estimated Accuracy
 BE1605;SPC GA W     -   105,550.      638,450.      MT  (+/- 180 meters Scaled)
 BE1605
 BE1605                          SUPERSEDED SURVEY CONTROL
 BE1605
 BE1605  NGVD 29 (??/??/92)   41.815  (m)          137.19   (f) ADJ UNCH    2 0
 BE1605
 BE1605.Superseded values are not recommended for survey control.
 BE1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1605.See file dsdata.txt to determine how the superseded data were derived.
 BE1605
 BE1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV091261(NAD 83)
 BE1605_MARKER: DB = BENCH MARK DISK
 BE1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1605_STAMPING: 51 JWM 1951 137
 BE1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1605+STABILITY: SURFACE MOTION
 BE1605
 BE1605  HISTORY     - Date     Condition        Report By
 BE1605  HISTORY     - 1951     MONUMENTED       USGS
 BE1605  HISTORY     - 1952     GOOD             NGS
 BE1605
 BE1605                          STATION DESCRIPTION
 BE1605
 BE1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1605'4.5 MI S FROM IRON CITY.
 BE1605'ABOUT 4.5 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE ATLANTIC
 BE1605'COAST LINE RAILROAD STATION AT IRON CITY, AT THE JUNCTION OF
 BE1605'A ROAD EAST, 32 FEET EAST OF CENTER LINE OF ROAD, 39 FEET
 BE1605'NORTH OF CENTER LINE OF ROAD EAST, 130 1/2 FEET NORTH AND
 BE1605'ACROSS ROAD EAST FROM A WELL WITH PUMP AT A FARM HOUSE, 19
 BE1605'FEET NORTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE LINE, 1
 BE1605'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 BE1605'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE1605'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7050 ***********************************************************************
 AB7050  DESIGNATION -  510 DSC
 AB7050  PID         -  AB7050
 AB7050  STATE/COUNTY-  GA/DOUGHERTY
 AB7050  USGS QUAD   -  BRIDGEBORO (1988)
 AB7050
 AB7050                         *CURRENT SURVEY CONTROL
 AB7050  ___________________________________________________________________
 AB7050* NAD 83(1986)-  31 28 47.     (N)    083 59 50.     (W)     SCALED    
 AB7050* NAVD 88     -        83.340  (meters)     273.42   (feet)  ADJUSTED  
 AB7050  ___________________________________________________________________
 AB7050  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AB7050  DYNAMIC HT  -          83.238 (meters)     273.09  (feet)  COMP
 AB7050  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 AB7050
 AB7050  VERT ORDER  -  SECOND    CLASS II
 AB7050
 AB7050.The horizontal coordinates were scaled from a topographic map and have
 AB7050.an estimated accuracy of +/- 6 seconds.
 AB7050
 AB7050.The orthometric height was determined by differential leveling
 AB7050.and adjusted by the National Geodetic Survey in November 1996..
 AB7050
 AB7050.The geoid height was determined by GEOID03.
 AB7050
 AB7050.The dynamic height is computed by dividing the NAVD 88
 AB7050.geopotential number by the normal gravity value computed on the
 AB7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7050.degrees latitude (g = 980.6199 gals.).
 AB7050
 AB7050.The modeled gravity was interpolated from observed gravity values.
 AB7050
 AB7050;                    North         East    Units  Estimated Accuracy
 AB7050;SPC GA W     -   164,050.      716,100.      MT  (+/- 180 meters Scaled)
 AB7050
 AB7050                          SUPERSEDED SURVEY CONTROL
 AB7050
 AB7050.No superseded survey control is available for this station.
 AB7050
 AB7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ152866(NAD 83)
 AB7050_MARKER: A = ALUMINUM MARKER
 AB7050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7050_STAMPING: 510 DSC 1988
 AB7050_MARK LOGO: ALBDOU
 AB7050_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7050
 AB7050  HISTORY     - Date     Condition        Report By
 AB7050  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7050  HISTORY     - 19951212 GOOD             NGS
 AB7050
 AB7050                          STATION DESCRIPTION
 AB7050
 AB7050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7050'MARK IS ABOUT 12 MILES (19.3 KM) SE OF DOWNTOWN ALBANY, 1.2 MI (1.9
 AB7050'KM) NORTH ALONG COUNTY LINE ROAD FROM MOULTRIE RD (STATE ROUTE 133),
 AB7050'ON LEFT AT C.W.  TUCKER PROPERTY, 36 FT (11.0 M) WEST OF COUNTY LINE
 AB7050'RD, 16 FT (4.9 M) NORTH OF GRAVEL DRIVEWAY, 41.5 FT (12.6 M) NNE OF
 AB7050'POWERPOLE WITH TRANSFORMER, DISK ON ALUMINUM ALLOY ROD INSIDE CAST
 AB7050'IRON BOX, 1.3 FT (0.4 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4285 ***********************************************************************
 AB4285  DESIGNATION -  5101
 AB4285  PID         -  AB4285
 AB4285  STATE/COUNTY-  GA/DE KALB
 AB4285  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4285
 AB4285                         *CURRENT SURVEY CONTROL
 AB4285  ___________________________________________________________________
 AB4285* NAD 83(1994)-  33 46 03.02038(N)    084 11 47.02013(W)     ADJUSTED  
 AB4285* NAVD 88     -       268.0    (meters)     879.     (feet)  GPS OBS   
 AB4285  ___________________________________________________________________
 AB4285  X           -     536,722.342 (meters)                     COMP
 AB4285  Y           -  -5,280,627.795 (meters)                     COMP
 AB4285  Z           -   3,525,170.471 (meters)                     COMP
 AB4285  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AB4285  ELLIP HEIGHT-         238.58  (meters)          (09/03/97) GPS OBS
 AB4285  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AB4285
 AB4285  HORZ ORDER  -  FIRST
 AB4285  ELLP ORDER  -  FOURTH    CLASS II
 AB4285
 AB4285.The horizontal coordinates were established by GPS observations
 AB4285.and adjusted by the National Geodetic Survey in September 1997..
 AB4285
 AB4285.The orthometric height was determined by GPS observations and a
 AB4285.high-resolution geoid model.
 AB4285
 AB4285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4285
 AB4285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4285
 AB4285.The ellipsoidal height was determined by GPS observations
 AB4285.and is referenced to NAD 83.
 AB4285
 AB4285.The geoid height was determined by GEOID03.
 AB4285
 AB4285;                    North         East     Units Scale Factor Converg.
 AB4285;SPC GA W     -   417,718.326   697,246.418   MT  0.99990009   -0 00 59.5
 AB4285;SPC GA W     - 1,370,464.21  2,287,549.29   sFT  0.99990009   -0 00 59.5
 AB4285;UTM  16      - 3,739,910.587   759,650.024   MT  1.00043121   +1 33 33.1
 AB4285
 AB4285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4285!SPC GA W     -   0.99996255  x   0.99990009  =   0.99986264
 AB4285!UTM  16      -   0.99996255  x   1.00043121  =   1.00039374
 AB4285
 AB4285                          SUPERSEDED SURVEY CONTROL
 AB4285
 AB4285  NAD 83(1994)-  33 46 03.02008(N)    084 11 47.01958(W) AD(       ) 1
 AB4285  ELLIP H (06/18/96)  238.59   (m)                       GP(       ) 4 1
 AB4285
 AB4285.Superseded values are not recommended for survey control.
 AB4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4285.See file dsdata.txt to determine how the superseded data were derived.
 AB4285
 AB4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5965039911(NAD 83)
 AB4285_MARKER: A = ALUMINUM MARKER
 AB4285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4285_STAMPING: 5101
 AB4285_MARK LOGO: GA-089
 AB4285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4285+STABILITY: SURFACE MOTION
 AB4285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4285+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4285
 AB4285  HISTORY     - Date     Condition        Report By
 AB4285  HISTORY     - 1995     MONUMENTED       MSI
 AB4285
 AB4285                          STATION DESCRIPTION
 AB4285
 AB4285'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4285'TO REACH THE STATION FROM THE INTERSECTION OF MEMORIAL DRIVE AND I-285
 AB4285'(EXIT-32), PROCEED NORTHEASTLY ON MEMORIAL DRIVE FOR 0.75 MI (1.21 KM)
 AB4285'TO THE INTERSECTION WITH DECATUR ROAD NORTH ON THE LEFT AND ROCKBRIDGE
 AB4285'ROAD ON THE RIGHT. TURN RIGHT AND PROCEED EASTERLY ON ROCKBRIDGE ROAD
 AB4285'FOR 2.1 MI (3.4 KM) TO THE INTERSECTION WITH HAIRSTON ROAD SOUTH. TURN
 AB4285'RIGHT AND PROCEED SOUTH ON HAIRSTON ROAD SOUTH FOR 1.3 MI (2.1 KM) TO
 AB4285'THE INTERSECTON WITH BRASAC DRIVE ON THE RIGHT. TURN RIGHT AND PROCEED
 AB4285'WEST ON BRASAC DRIVE FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH
 AB4285'ROMER PLACE AND THE STATION IN THE SW CORNER OF THE INTERSECTION.
 AB4285'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5101 AND IS
 AB4285'LOCATED 31.0 FT (9.4 M) NNW OF CENTERLINE OF ROMER PLACE, 19.0 FT (5.8
 AB4285'M) WSW OF CENTERLINE OF BRASAC DRIVE, 8.3 FT (2.5 M) NORTH OF WATER
 AB4285'VALVE COVER, AND 61.2 FT (18.7 M) SSE OF TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4286 ***********************************************************************
 AB4286  DESIGNATION -  5104
 AB4286  PID         -  AB4286
 AB4286  STATE/COUNTY-  GA/DE KALB
 AB4286  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4286
 AB4286                         *CURRENT SURVEY CONTROL
 AB4286  ___________________________________________________________________
 AB4286* NAD 83(1994)-  33 45 40.58866(N)    084 09 52.49847(W)     ADJUSTED  
 AB4286* NAVD 88     -       311.7    (meters)    1023.     (feet)  GPS OBS   
 AB4286  ___________________________________________________________________
 AB4286  X           -     539,696.903 (meters)                     COMP
 AB4286  Y           -  -5,280,747.293 (meters)                     COMP
 AB4286  Z           -   3,524,620.191 (meters)                     COMP
 AB4286  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AB4286  ELLIP HEIGHT-         282.31  (meters)          (09/03/97) GPS OBS
 AB4286  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AB4286
 AB4286  HORZ ORDER  -  FIRST
 AB4286  ELLP ORDER  -  FOURTH    CLASS II
 AB4286
 AB4286.The horizontal coordinates were established by GPS observations
 AB4286.and adjusted by the National Geodetic Survey in September 1997..
 AB4286
 AB4286.The orthometric height was determined by GPS observations and a
 AB4286.high-resolution geoid model.
 AB4286
 AB4286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4286
 AB4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4286
 AB4286.The ellipsoidal height was determined by GPS observations
 AB4286.and is referenced to NAD 83.
 AB4286
 AB4286.The geoid height was determined by GEOID03.
 AB4286
 AB4286;                    North         East     Units Scale Factor Converg.
 AB4286;SPC GA W     -   417,026.866   700,193.025   MT  0.99990000   +0 00 04.2
 AB4286;SPC GA W     - 1,368,195.64  2,297,216.62   sFT  0.99990000   +0 00 04.2
 AB4286;UTM  16      - 3,739,300.077   762,616.132   MT  1.00045031   +1 34 35.9
 AB4286
 AB4286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4286!SPC GA W     -   0.99995568  x   0.99990000  =   0.99985569
 AB4286!UTM  16      -   0.99995568  x   1.00045031  =   1.00040597
 AB4286
 AB4286                          SUPERSEDED SURVEY CONTROL
 AB4286
 AB4286  NAD 83(1994)-  33 45 40.58837(N)    084 09 52.49793(W) AD(       ) 1
 AB4286  ELLIP H (06/18/96)  282.33   (m)                       GP(       ) 4 1
 AB4286
 AB4286.Superseded values are not recommended for survey control.
 AB4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4286.See file dsdata.txt to determine how the superseded data were derived.
 AB4286
 AB4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6261639300(NAD 83)
 AB4286_MARKER: A = ALUMINUM MARKER
 AB4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4286_STAMPING: 5104
 AB4286_MARK LOGO: GA-089
 AB4286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4286+STABILITY: SURFACE MOTION
 AB4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4286+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4286
 AB4286  HISTORY     - Date     Condition        Report By
 AB4286  HISTORY     - 1995     MONUMENTED       MSI
 AB4286
 AB4286                          STATION DESCRIPTION
 AB4286
 AB4286'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4286'TO REACH THE STATION FROM THE INTERSECTION OF STONE MOUNTAIN LITHONIA
 AB4286'ROAD AND ROCKBRIDGE ROAD, PROCEED SOUTH ON STONE MOUNTAIN LITHONIA
 AB4286'ROAD FOR 1.65 MI (2.66 KM) TO THE INTERSECTION WITH PANOLA ROAD. TURN
 AB4286'RIGHT AND PROCEED WESTERLY ON PANOLA ROAD TO THE INTERSECTION WITH
 AB4286'BORN ROAD AND THE STATION ON THE RIGHT IN THE NW QUADRANT OF THE
 AB4286'INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4286'STAMPED 5104 AND IS LOCATED 13.5 FT (4.1 M) ESE OF CATCH BASIN, 14.0
 AB4286'FT (4.3 M) WSW OF CENTERLINE OF BORN ROAD, AND 102.5 FT (31.2 M) NE OF
 AB4286'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4287 ***********************************************************************
 AB4287  DESIGNATION -  5107
 AB4287  PID         -  AB4287
 AB4287  STATE/COUNTY-  GA/GWINNETT
 AB4287  USGS QUAD   -  SNELLVILLE (1992)
 AB4287
 AB4287                         *CURRENT SURVEY CONTROL
 AB4287  ___________________________________________________________________
 AB4287* NAD 83(1994)-  33 47 54.93351(N)    084 05 50.22620(W)     ADJUSTED  
 AB4287* NAVD 88     -       262.4    (meters)     861.     (feet)  GPS OBS   
 AB4287  ___________________________________________________________________
 AB4287  X           -     545,658.230 (meters)                     COMP
 AB4287  Y           -  -5,277,779.652 (meters)                     COMP
 AB4287  Z           -   3,528,033.388 (meters)                     COMP
 AB4287  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AB4287  ELLIP HEIGHT-         233.02  (meters)          (09/03/97) GPS OBS
 AB4287  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AB4287
 AB4287  HORZ ORDER  -  FIRST
 AB4287  ELLP ORDER  -  FOURTH    CLASS II
 AB4287
 AB4287.The horizontal coordinates were established by GPS observations
 AB4287.and adjusted by the National Geodetic Survey in September 1997..
 AB4287
 AB4287.The orthometric height was determined by GPS observations and a
 AB4287.high-resolution geoid model.
 AB4287
 AB4287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4287
 AB4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4287
 AB4287.The ellipsoidal height was determined by GPS observations
 AB4287.and is referenced to NAD 83.
 AB4287
 AB4287.The geoid height was determined by GEOID03.
 AB4287
 AB4287;                    North         East     Units Scale Factor Converg.
 AB4287;SPC GA W     -   421,167.868   706,424.252   MT  0.99990051   +0 02 18.9
 AB4287;SPC GA W     - 1,381,781.58  2,317,660.23   sFT  0.99990051   +0 02 18.9
 AB4287;UTM  16      - 3,743,613.379   768,734.577   MT  1.00049039   +1 36 56.4
 AB4287
 AB4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4287!SPC GA W     -   0.99996342  x   0.99990051  =   0.99986393
 AB4287!UTM  16      -   0.99996342  x   1.00049039  =   1.00045379
 AB4287
 AB4287                          SUPERSEDED SURVEY CONTROL
 AB4287
 AB4287  NAD 83(1994)-  33 47 54.93300(N)    084 05 50.22556(W) AD(       ) 1
 AB4287  ELLIP H (06/18/96)  233.02   (m)                       GP(       ) 4 1
 AB4287
 AB4287.Superseded values are not recommended for survey control.
 AB4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4287.See file dsdata.txt to determine how the superseded data were derived.
 AB4287
 AB4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6873543613(NAD 83)
 AB4287_MARKER: A = ALUMINUM MARKER
 AB4287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4287_STAMPING: 5107
 AB4287_MARK LOGO: GA-089
 AB4287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4287+STABILITY: SURFACE MOTION
 AB4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4287+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 AB4287
 AB4287  HISTORY     - Date     Condition        Report By
 AB4287  HISTORY     - 1995     MONUMENTED       MSI
 AB4287  HISTORY     - 20030314 GOOD             INDIV
 AB4287
 AB4287                          STATION DESCRIPTION
 AB4287
 AB4287'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4287'TO REACH THE STATION FROM THE INTERSECTION OF ROCKBRIDGE RD. AND N.
 AB4287'DESHONG RD., PROCEED NORTH ON N.DESHONG RD. FOR 0.9 MI (1.4 KM) TO
 AB4287'STATION ON WEST SIDE OF N.DESHONG RD. STATION IS AN ALUMINUM DISK SET
 AB4287'IN A CONCRETE POST STAMPED 5107 AND IS LOCATED 33.2 M (108.9 FT) NORTH
 AB4287'OF FIRE HYDRANT, 3.4 M (11.2 FT) WEST OF EDGE OF ASPHALT (N.DESHONG
 AB4287'RD.), 18.6 M (61.0 FT) WEST OF POWER POLE NEXT TO CUMBERLAND WAY /
 AB4287'N.DESHONG RD. ROAD SIGN.
 AB4287
 AB4287                          STATION RECOVERY (2003)
 AB4287
 AB4287'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KSR)
 AB4287'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7051 ***********************************************************************
 AB7051  DESIGNATION -  511 DSC
 AB7051  PID         -  AB7051
 AB7051  STATE/COUNTY-  GA/DOUGHERTY
 AB7051  USGS QUAD   -  BRIDGEBORO (1988)
 AB7051
 AB7051                         *CURRENT SURVEY CONTROL
 AB7051  ___________________________________________________________________
 AB7051* NAD 83(1986)-  31 29 45.     (N)    083 59 50.     (W)     SCALED    
 AB7051* NAVD 88     -        85.634  (meters)     280.95   (feet)  ADJUSTED  
 AB7051  ___________________________________________________________________
 AB7051  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AB7051  DYNAMIC HT  -          85.529 (meters)     280.61  (feet)  COMP
 AB7051  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 AB7051
 AB7051  VERT ORDER  -  SECOND    CLASS II
 AB7051
 AB7051.The horizontal coordinates were scaled from a topographic map and have
 AB7051.an estimated accuracy of +/- 6 seconds.
 AB7051
 AB7051.The orthometric height was determined by differential leveling
 AB7051.and adjusted by the National Geodetic Survey in November 1996..
 AB7051
 AB7051.The geoid height was determined by GEOID03.
 AB7051
 AB7051.The dynamic height is computed by dividing the NAVD 88
 AB7051.geopotential number by the normal gravity value computed on the
 AB7051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7051.degrees latitude (g = 980.6199 gals.).
 AB7051
 AB7051.The modeled gravity was interpolated from observed gravity values.
 AB7051
 AB7051;                    North         East    Units  Estimated Accuracy
 AB7051;SPC GA W     -   165,830.      716,100.      MT  (+/- 180 meters Scaled)
 AB7051
 AB7051                          SUPERSEDED SURVEY CONTROL
 AB7051
 AB7051.No superseded survey control is available for this station.
 AB7051
 AB7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ152884(NAD 83)
 AB7051_MARKER: A = ALUMINUM MARKER
 AB7051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7051_SP_SET: HEADWALL
 AB7051_STAMPING: 511 DSC 1988
 AB7051_MARK LOGO: ALBDOU
 AB7051_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7051
 AB7051  HISTORY     - Date     Condition        Report By
 AB7051  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7051  HISTORY     - 19951212 GOOD             NGS
 AB7051
 AB7051                          STATION DESCRIPTION
 AB7051
 AB7051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7051'MARK IS ABOUT 11 MILES (17.7 KM) SE OF DOWNTOWN ALBANY, 2.35 MI (3.78
 AB7051'KM) NORTH ALONG COUNTY LINE ROAD FROM MOULTRIE RD (STATE ROUTE 133),
 AB7051'IN TOP OF NORTH END OF EAST HEADWALL OVER CREEK, 17.6 FT (5.4 M) EAST
 AB7051'OF COUNTY LINE ROAD, 46 FT (14.0 M) SW OF FIBER OPTIC CABLE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4288 ***********************************************************************
 AB4288  DESIGNATION -  5110
 AB4288  PID         -  AB4288
 AB4288  STATE/COUNTY-  GA/DE KALB
 AB4288  USGS QUAD   -  SNELLVILLE (1992)
 AB4288
 AB4288                         *CURRENT SURVEY CONTROL
 AB4288  ___________________________________________________________________
 AB4288* NAD 83(1994)-  33 45 16.91986(N)    084 07 10.53212(W)     ADJUSTED  
 AB4288* NAVD 88     -       261.4    (meters)     858.     (feet)  GPS OBS   
 AB4288  ___________________________________________________________________
 AB4288  X           -     543,880.603 (meters)                     COMP
 AB4288  Y           -  -5,280,683.436 (meters)                     COMP
 AB4288  Z           -   3,523,985.951 (meters)                     COMP
 AB4288  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AB4288  ELLIP HEIGHT-         232.06  (meters)          (09/03/97) GPS OBS
 AB4288  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AB4288
 AB4288  HORZ ORDER  -  FIRST
 AB4288  ELLP ORDER  -  FOURTH    CLASS II
 AB4288
 AB4288.The horizontal coordinates were established by GPS observations
 AB4288.and adjusted by the National Geodetic Survey in September 1997..
 AB4288
 AB4288.The orthometric height was determined by GPS observations and a
 AB4288.high-resolution geoid model.
 AB4288
 AB4288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4288
 AB4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4288
 AB4288.The ellipsoidal height was determined by GPS observations
 AB4288.and is referenced to NAD 83.
 AB4288
 AB4288.The geoid height was determined by GEOID03.
 AB4288
 AB4288;                    North         East     Units Scale Factor Converg.
 AB4288;SPC GA W     -   416,298.683   704,360.984   MT  0.99990023   +0 01 34.2
 AB4288;SPC GA W     - 1,365,806.60  2,310,891.00   sFT  0.99990023   +0 01 34.2
 AB4288;UTM  16      - 3,738,686.409   766,804.896   MT  1.00047766   +1 36 05.1
 AB4288
 AB4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4288!SPC GA W     -   0.99996357  x   0.99990023  =   0.99986380
 AB4288!UTM  16      -   0.99996357  x   1.00047766  =   1.00044121
 AB4288
 AB4288                          SUPERSEDED SURVEY CONTROL
 AB4288
 AB4288  NAD 83(1994)-  33 45 16.91957(N)    084 07 10.53158(W) AD(       ) 1
 AB4288  ELLIP H (06/18/96)  232.08   (m)                       GP(       ) 4 1
 AB4288
 AB4288.Superseded values are not recommended for survey control.
 AB4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4288.See file dsdata.txt to determine how the superseded data were derived.
 AB4288
 AB4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6680538686(NAD 83)
 AB4288_MARKER: A = ALUMINUM MARKER
 AB4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4288_STAMPING: 5110
 AB4288_MARK LOGO: GA-089
 AB4288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4288+STABILITY: SURFACE MOTION
 AB4288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4288+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4288
 AB4288  HISTORY     - Date     Condition        Report By
 AB4288  HISTORY     - 1995     MONUMENTED       MSI
 AB4288
 AB4288                          STATION DESCRIPTION
 AB4288
 AB4288'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4288'TO REACH THE STATION FROM THE INTERSECTION OF S.DESHON RD. AND AND
 AB4288'STEPHENSON RD., PROCEED SOUTH ON S.DESHON RD. FOR 1.3 MI (2.1 KM) TO
 AB4288'REGAL HEIGHTS DR. TURN LEFT ON REGAL HEIGHTS DR. AND THEN RIGHT ON
 AB4288'SWIFT CREEK RD. PROCEE ALONG SWIFT CREEK RD. FOR 0.2 MI (0.3 KM) TO
 AB4288'SHARP RIGHT-HAND TURN AND STATION ON SOUTH SIDE IN BOULEVARD (ACROSS
 AB4288'FROM CIVIC 6544). STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4288'STAMPED 5110 AND IS LOCATED 11.7 M (38.4 FT) WEST OF POWER POLE, 7.3 M
 AB4288'(24.0 FT) SOUTH OF CENTERLINE OF SWIFT CREEK RD., 26.4 M (86.6 FT)
 AB4288'SOUTHWEST OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7052 ***********************************************************************
 AB7052  DESIGNATION -  512 DSC
 AB7052  PID         -  AB7052
 AB7052  STATE/COUNTY-  GA/DOUGHERTY
 AB7052  USGS QUAD   -  ACREE (1988)
 AB7052
 AB7052                         *CURRENT SURVEY CONTROL
 AB7052  ___________________________________________________________________
 AB7052* NAD 83(1986)-  31 31 15.     (N)    083 59 47.     (W)     SCALED    
 AB7052* NAVD 88     -        75.373  (meters)     247.29   (feet)  ADJUSTED  
 AB7052  ___________________________________________________________________
 AB7052  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB7052  DYNAMIC HT  -          75.282 (meters)     246.99  (feet)  COMP
 AB7052  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 AB7052
 AB7052  VERT ORDER  -  SECOND    CLASS II
 AB7052
 AB7052.The horizontal coordinates were scaled from a topographic map and have
 AB7052.an estimated accuracy of +/- 6 seconds.
 AB7052
 AB7052.The orthometric height was determined by differential leveling
 AB7052.and adjusted by the National Geodetic Survey in November 1996..
 AB7052
 AB7052.The geoid height was determined by GEOID03.
 AB7052
 AB7052.The dynamic height is computed by dividing the NAVD 88
 AB7052.geopotential number by the normal gravity value computed on the
 AB7052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7052.degrees latitude (g = 980.6199 gals.).
 AB7052
 AB7052.The modeled gravity was interpolated from observed gravity values.
 AB7052
 AB7052;                    North         East    Units  Estimated Accuracy
 AB7052;SPC GA W     -   168,600.      716,170.      MT  (+/- 180 meters Scaled)
 AB7052
 AB7052                          SUPERSEDED SURVEY CONTROL
 AB7052
 AB7052.No superseded survey control is available for this station.
 AB7052
 AB7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ154912(NAD 83)
 AB7052_MARKER: A = ALUMINUM MARKER
 AB7052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7052_STAMPING: 512 DSC 1988
 AB7052_MARK LOGO: ALBDOU
 AB7052_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7052
 AB7052  HISTORY     - Date     Condition        Report By
 AB7052  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7052  HISTORY     - 19900301 GOOD             HOBBS
 AB7052
 AB7052                          STATION DESCRIPTION
 AB7052
 AB7052'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7052'MARK IS ABOUT 10.5 MILES (16.9 KM) ESE FROM DOWNTOWN ALBANY, 0.9 MI
 AB7052'(1.4 KM) NORTH ON COUNTY LINE ROAD FROM SPRING FLATS ROAD OR 4.05
 AB7052'MILES (6.52 KM) NORTH OF MOULTRIE RD SR 133, IN FRONT OF BEULAH UNITED
 AB7052'METHODIST CHURCH, 40 FT (12.2 M) EAST OF COUNTY LINE ROAD, 74.6 FT
 AB7052'(22.7 M) WEST OF EDGE OF STEPS AT MAIN DOOR OF CHURCH, 39.7 FT (12.1
 AB7052'M) NW OF LARGE LONE CEDAR TREE, 1.4 FT (0.4 M) BELOW GROUND ON
 AB7052'ALUMINUM ALLOY ROD INSIDE CAST IRON BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4289 ***********************************************************************
 AB4289  DESIGNATION -  5120
 AB4289  PID         -  AB4289
 AB4289  STATE/COUNTY-  GA/DE KALB
 AB4289  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4289
 AB4289                         *CURRENT SURVEY CONTROL
 AB4289  ___________________________________________________________________
 AB4289* NAD 83(1994)-  33 42 55.63811(N)    084 20 56.59009(W)     ADJUSTED  
 AB4289* NAVD 88     -       272.7    (meters)     895.     (feet)  GPS OBS   
 AB4289  ___________________________________________________________________
 AB4289  X           -     522,966.958 (meters)                     COMP
 AB4289  Y           -  -5,285,234.261 (meters)                     COMP
 AB4289  Z           -   3,520,372.046 (meters)                     COMP
 AB4289  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AB4289  ELLIP HEIGHT-         243.24  (meters)          (09/03/97) GPS OBS
 AB4289  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 AB4289
 AB4289  HORZ ORDER  -  FIRST
 AB4289  ELLP ORDER  -  FOURTH    CLASS II
 AB4289
 AB4289.The horizontal coordinates were established by GPS observations
 AB4289.and adjusted by the National Geodetic Survey in September 1997..
 AB4289
 AB4289.The orthometric height was determined by GPS observations and a
 AB4289.high-resolution geoid model.
 AB4289
 AB4289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4289
 AB4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4289
 AB4289.The ellipsoidal height was determined by GPS observations
 AB4289.and is referenced to NAD 83.
 AB4289
 AB4289.The geoid height was determined by GEOID03.
 AB4289
 AB4289;                    North         East     Units Scale Factor Converg.
 AB4289;SPC GA W     -   411,960.103   683,096.001   MT  0.99990352   -0 06 04.5
 AB4289;SPC GA W     - 1,351,572.44  2,241,124.13   sFT  0.99990352   -0 06 04.5
 AB4289;UTM  16      - 3,733,762.728   745,656.378   MT  1.00034403   +1 28 19.9
 AB4289
 AB4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4289!SPC GA W     -   0.99996182  x   0.99990352  =   0.99986534
 AB4289!UTM  16      -   0.99996182  x   1.00034403  =   1.00030583
 AB4289
 AB4289                          SUPERSEDED SURVEY CONTROL
 AB4289
 AB4289  NAD 83(1994)-  33 42 55.63782(N)    084 20 56.58966(W) AD(       ) 1
 AB4289  ELLIP H (06/18/96)  243.25   (m)                       GP(       ) 4 1
 AB4289
 AB4289.Superseded values are not recommended for survey control.
 AB4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4289.See file dsdata.txt to determine how the superseded data were derived.
 AB4289
 AB4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4565633763(NAD 83)
 AB4289_MARKER: A = ALUMINUM MARKER
 AB4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4289_STAMPING: 5120
 AB4289_MARK LOGO: GA-089
 AB4289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4289+STABILITY: SURFACE MOTION
 AB4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4289+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AB4289
 AB4289  HISTORY     - Date     Condition        Report By
 AB4289  HISTORY     - 1995     MONUMENTED       MSI
 AB4289  HISTORY     - 19991118 GOOD             WOOLPT
 AB4289  HISTORY     - 20050915 GOOD             INDIV
 AB4289
 AB4289                          STATION DESCRIPTION
 AB4289
 AB4289'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4289'TO REACH THE STATION FROM THE INTERSECTION OF MORELAND AVENUE AND I-20
 AB4289'(EXIT-28), PROCEED SOUTH ON MORELAND AVENUE FOR 2.05 MI (3.30 KM) TO
 AB4289'THE INTERSECTION WITH CUSTER AVENUE AND THE STATION IN THE SW QUADRANT
 AB4289'OF THE INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A CONCRETE
 AB4289'POST STAMPED 5120 AND IS LOCATED 34.0 FT (10.4 M) SOUTH OF CENTERLINE
 AB4289'OF CUSTER AVENUE, 86.5 FT (26.4 M) WEST OF WOODEN POWER POLE, 90.4 FT
 AB4289'(27.6 M) ENE OF FIRE HYDRANT, 3.0 FT (0.9 M) SOUTH OF SOUTHERN EDGE OF
 AB4289'SIDEWALK, AND 15.5 FT (4.7 M) NORTH OF EDGE OF PARKING LOT.
 AB4289
 AB4289                          STATION RECOVERY (1999)
 AB4289
 AB4289'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JWK)
 AB4289'RECOVERED AS DESCRIBED.
 AB4289
 AB4289                          STATION RECOVERY (2005)
 AB4289
 AB4289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KSR)
 AB4289'RECOVERED. MONUMENT LOCATED IN SE (SOUTHEAST) QUADRANT OF
 AB4289'INTERSECTION, NOT SW AS STATED IN DESCRIPTION. LOCATED IN MORELAND
 AB4289'CENTER (SUPER GIANT FOOD STORE).
 AB4289'REMAINING STATION DESCRIPTION IS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4290 ***********************************************************************
 AB4290  DESIGNATION -  5123
 AB4290  PID         -  AB4290
 AB4290  STATE/COUNTY-  GA/DE KALB
 AB4290  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4290
 AB4290                         *CURRENT SURVEY CONTROL
 AB4290  ___________________________________________________________________
 AB4290* NAD 83(1994)-  33 42 17.81336(N)    084 20 57.71029(W)     ADJUSTED  
 AB4290* NAVD 88     -       288.8    (meters)     948.     (feet)  GPS OBS   
 AB4290  ___________________________________________________________________
 AB4290  X           -     523,003.263 (meters)                     COMP
 AB4290  Y           -  -5,285,894.129 (meters)                     COMP
 AB4290  Z           -   3,519,411.527 (meters)                     COMP
 AB4290  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AB4290  ELLIP HEIGHT-         259.38  (meters)          (09/03/97) GPS OBS
 AB4290  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AB4290
 AB4290  HORZ ORDER  -  FIRST
 AB4290  ELLP ORDER  -  FOURTH    CLASS II
 AB4290
 AB4290.The horizontal coordinates were established by GPS observations
 AB4290.and adjusted by the National Geodetic Survey in September 1997..
 AB4290
 AB4290.The orthometric height was determined by GPS observations and a
 AB4290.high-resolution geoid model.
 AB4290
 AB4290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4290
 AB4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4290
 AB4290.The ellipsoidal height was determined by GPS observations
 AB4290.and is referenced to NAD 83.
 AB4290
 AB4290.The geoid height was determined by GEOID03.
 AB4290
 AB4290;                    North         East     Units Scale Factor Converg.
 AB4290;SPC GA W     -   410,794.875   683,065.099   MT  0.99990353   -0 06 05.0
 AB4290;SPC GA W     - 1,347,749.52  2,241,022.75   sFT  0.99990353   -0 06 05.0
 AB4290;UTM  16      - 3,732,596.578   745,657.479   MT  1.00034403   +1 28 17.8
 AB4290
 AB4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4290!SPC GA W     -   0.99995928  x   0.99990353  =   0.99986282
 AB4290!UTM  16      -   0.99995928  x   1.00034403  =   1.00030330
 AB4290
 AB4290                          SUPERSEDED SURVEY CONTROL
 AB4290
 AB4290  NAD 83(1994)-  33 42 17.81308(N)    084 20 57.70984(W) AD(       ) 1
 AB4290  ELLIP H (06/18/96)  259.39   (m)                       GP(       ) 4 1
 AB4290
 AB4290.Superseded values are not recommended for survey control.
 AB4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4290.See file dsdata.txt to determine how the superseded data were derived.
 AB4290
 AB4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4565732597(NAD 83)
 AB4290_MARKER: A = ALUMINUM MARKER
 AB4290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4290_STAMPING: 5123
 AB4290_MARK LOGO: GA-089
 AB4290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4290+STABILITY: SURFACE MOTION
 AB4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4290+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4290
 AB4290  HISTORY     - Date     Condition        Report By
 AB4290  HISTORY     - 1995     MONUMENTED       MSI
 AB4290
 AB4290                          STATION DESCRIPTION
 AB4290
 AB4290'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4290'TO REACH THE STATION FROM THE INTERSECTION OF FLAT SHOALS ROAD AND
 AB4290'I-20, PROCEED SOUTHEASTERLY ON FLAT SHOALS ROAD FOR 0.1 MI (0.2 KM) TO
 AB4290'THE ENTRANCE OF A CAR POOL PARKING LOT. ENTER THE PARKING LOT AND THE
 AB4290'STATION IS ON THE SOUTHERN EDGE OF THE PARKING LOT STATION IS AN
 AB4290'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5121 AND IS LOCATED AT
 AB4290'THE INNER EDGE OF CURB, 26.1 M (85.6 FT) FROM FENCE CORNER, AND 6.1 M
 AB4290'(20.0 FT) NORTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4291 ***********************************************************************
 AB4291  DESIGNATION -  5125
 AB4291  PID         -  AB4291
 AB4291  STATE/COUNTY-  GA/DE KALB
 AB4291  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4291
 AB4291                         *CURRENT SURVEY CONTROL
 AB4291  ___________________________________________________________________
 AB4291* NAD 83(1994)-  33 42 06.84199(N)    084 16 07.02648(W)     ADJUSTED  
 AB4291* NAVD 88     -       264.4    (meters)     867.     (feet)  GPS OBS   
 AB4291  ___________________________________________________________________
 AB4291  X           -     530,468.726 (meters)                     COMP
 AB4291  Y           -  -5,285,318.285 (meters)                     COMP
 AB4291  Z           -   3,519,116.773 (meters)                     COMP
 AB4291  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AB4291  ELLIP HEIGHT-         235.00  (meters)          (09/03/97) GPS OBS
 AB4291  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AB4291
 AB4291  HORZ ORDER  -  FIRST
 AB4291  ELLP ORDER  -  FOURTH    CLASS II
 AB4291
 AB4291.The horizontal coordinates were established by GPS observations
 AB4291.and adjusted by the National Geodetic Survey in September 1997..
 AB4291
 AB4291.The orthometric height was determined by GPS observations and a
 AB4291.high-resolution geoid model.
 AB4291
 AB4291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4291
 AB4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4291
 AB4291.The ellipsoidal height was determined by GPS observations
 AB4291.and is referenced to NAD 83.
 AB4291
 AB4291.The geoid height was determined by GEOID03.
 AB4291
 AB4291;                    North         East     Units Scale Factor Converg.
 AB4291;SPC GA W     -   410,446.561   690,549.374   MT  0.99990110   -0 03 23.7
 AB4291;SPC GA W     - 1,346,606.76  2,265,577.40   sFT  0.99990110   -0 03 23.7
 AB4291;UTM  16      - 3,732,453.772   753,151.977   MT  1.00039013   +1 30 58.9
 AB4291
 AB4291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4291!SPC GA W     -   0.99996311  x   0.99990110  =   0.99986421
 AB4291!UTM  16      -   0.99996311  x   1.00039013  =   1.00035322
 AB4291
 AB4291                          SUPERSEDED SURVEY CONTROL
 AB4291
 AB4291  NAD 83(1994)-  33 42 06.84171(N)    084 16 07.02601(W) AD(       ) 1
 AB4291  ELLIP H (06/18/96)  235.01   (m)                       GP(       ) 4 1
 AB4291
 AB4291.Superseded values are not recommended for survey control.
 AB4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4291.See file dsdata.txt to determine how the superseded data were derived.
 AB4291
 AB4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5315232454(NAD 83)
 AB4291_MARKER: A = ALUMINUM MARKER
 AB4291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4291_STAMPING: 5125
 AB4291_MARK LOGO: GA-089
 AB4291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4291+STABILITY: SURFACE MOTION
 AB4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4291+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4291
 AB4291  HISTORY     - Date     Condition        Report By
 AB4291  HISTORY     - 1995     MONUMENTED       MSI
 AB4291
 AB4291                          STATION DESCRIPTION
 AB4291
 AB4291'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4291'TO REACH THE STATION FROM THE INTERSECTION OF CHANDLER ROAD AND THE
 AB4291'I-20 (EXIT-33), PROCEED SOUTH ON CHANDLER ROAD FOR 0.5 MI (0.8 KM) TO
 AB4291'THE INTERSECTION WITH FLAT SHOALS ROAD. CONTINUE STRAIGHT AHEAD AND
 AB4291'SOUTH ON FLAT SHOALS ROAD FOR 0.25 MI (0.40 KM) TO THE INTERSECTION
 AB4291'WITH FAIRLAKE DRIVE ON THE LEFT AND THE STATION IN THE SOUTHEAST
 AB4291'QUADRANT OF THE INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A
 AB4291'CONCRETE POST STAMPED 5125 AND IS LOCATED 56.0 FT (17.1 M) ENE OF
 AB4291'CENTERLINE OF FLAT SHOALS ROAD, 36.5 FT (11.1 M) NNW OF POWER POLE
 AB4291'NO.92, 26.2 FT (8.0 M) WEST OF NORTHERN WATER METER COVER, 41.6 FT
 AB4291'(12.7 M) SOUTH OF TELEPHONE POLE, AND 5.6 FT (1.7 M) NE OF EDGE OF
 AB4291'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4292 ***********************************************************************
 AB4292  DESIGNATION -  5127
 AB4292  PID         -  AB4292
 AB4292  STATE/COUNTY-  GA/DE KALB
 AB4292  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4292
 AB4292                         *CURRENT SURVEY CONTROL
 AB4292  ___________________________________________________________________
 AB4292* NAD 83(1994)-  33 41 34.38000(N)    084 19 17.79400(W)     ADJUSTED  
 AB4292* NAVD 88     -       258.1    (meters)     847.     (feet)  GPS OBS   
 AB4292  ___________________________________________________________________
 AB4292  X           -     525,634.665 (meters)                     COMP
 AB4292  Y           -  -5,286,353.558 (meters)                     COMP
 AB4292  Z           -   3,518,281.094 (meters)                     COMP
 AB4292  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AB4292  ELLIP HEIGHT-         228.63  (meters)          (09/03/97) GPS OBS
 AB4292  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AB4292
 AB4292  HORZ ORDER  -  FIRST
 AB4292  ELLP ORDER  -  FOURTH    CLASS II
 AB4292
 AB4292.The horizontal coordinates were established by GPS observations
 AB4292.and adjusted by the National Geodetic Survey in September 1997..
 AB4292
 AB4292.The orthometric height was determined by GPS observations and a
 AB4292.high-resolution geoid model.
 AB4292
 AB4292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4292
 AB4292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4292
 AB4292.The ellipsoidal height was determined by GPS observations
 AB4292.and is referenced to NAD 83.
 AB4292
 AB4292.The geoid height was determined by GEOID03.
 AB4292
 AB4292;                    North         East     Units Scale Factor Converg.
 AB4292;SPC GA W     -   409,452.607   685,635.766   MT  0.99990254   -0 05 09.4
 AB4292;SPC GA W     - 1,343,345.76  2,249,456.68   sFT  0.99990254   -0 05 09.4
 AB4292;UTM  16      - 3,731,324.800   748,265.188   MT  1.00035992   +1 29 11.7
 AB4292
 AB4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4292!SPC GA W     -   0.99996411  x   0.99990254  =   0.99986665
 AB4292!UTM  16      -   0.99996411  x   1.00035992  =   1.00032402
 AB4292
 AB4292                          SUPERSEDED SURVEY CONTROL
 AB4292
 AB4292  NAD 83(1994)-  33 41 34.37973(N)    084 19 17.79355(W) AD(       ) 1
 AB4292  ELLIP H (06/18/96)  228.65   (m)                       GP(       ) 4 1
 AB4292
 AB4292.Superseded values are not recommended for survey control.
 AB4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4292.See file dsdata.txt to determine how the superseded data were derived.
 AB4292
 AB4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4826531325(NAD 83)
 AB4292_MARKER: A = ALUMINUM MARKER
 AB4292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4292_STAMPING: 5127
 AB4292_MARK LOGO: GA-089
 AB4292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4292+STABILITY: SURFACE MOTION
 AB4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4292+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4292
 AB4292  HISTORY     - Date     Condition        Report By
 AB4292  HISTORY     - 1995     MONUMENTED       MSI
 AB4292
 AB4292                          STATION DESCRIPTION
 AB4292
 AB4292'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4292'TO REACH THE STATION FROM THE INTERSECTION OF BOULDERCREST ROAD AND
 AB4292'CONSTITUTION ROAD, PROCEED NORTHERLY ON BOULDERCREST ROAD FOR 0.6 MI
 AB4292'(1.0 KM) TO THE STATION ON THE LEFT, IN FRONT OF UNITED PAPER COMPANY.
 AB4292'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5127 AND IS
 AB4292'LOCATED 51.5 FT (15.7 M) SOUTH OF POWER POLE, 57.8 FT (17.6 M) NORTH
 AB4292'OF CENTERLINE OF DRIVEWAY, 22.0 FT (6.7 M) WEST OF CENTERLINE OF
 AB4292'BOULDERCREST ROAD, AND 35.0 FT (10.7 M) EAST OF EDGE OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4293 ***********************************************************************
 AB4293  DESIGNATION -  5128
 AB4293  PID         -  AB4293
 AB4293  STATE/COUNTY-  GA/DE KALB
 AB4293  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4293
 AB4293                         *CURRENT SURVEY CONTROL
 AB4293  ___________________________________________________________________
 AB4293* NAD 83(1994)-  33 41 28.83345(N)    084 16 19.65100(W)     ADJUSTED  
 AB4293* NAVD 88     -       244.5    (meters)     802.     (feet)  GPS OBS   
 AB4293  ___________________________________________________________________
 AB4293  X           -     530,208.424 (meters)                     COMP
 AB4293  Y           -  -5,285,980.710 (meters)                     COMP
 AB4293  Z           -   3,518,131.375 (meters)                     COMP
 AB4293  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AB4293  ELLIP HEIGHT-         215.06  (meters)          (09/03/97) GPS OBS
 AB4293  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AB4293
 AB4293  HORZ ORDER  -  FIRST
 AB4293  ELLP ORDER  -  FOURTH    CLASS II
 AB4293
 AB4293.The horizontal coordinates were established by GPS observations
 AB4293.and adjusted by the National Geodetic Survey in September 1997..
 AB4293
 AB4293.The orthometric height was determined by GPS observations and a
 AB4293.high-resolution geoid model.
 AB4293
 AB4293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4293
 AB4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4293
 AB4293.The ellipsoidal height was determined by GPS observations
 AB4293.and is referenced to NAD 83.
 AB4293
 AB4293.The geoid height was determined by GEOID03.
 AB4293
 AB4293;                    North         East     Units Scale Factor Converg.
 AB4293;SPC GA W     -   409,275.951   690,223.108   MT  0.99990118   -0 03 30.6
 AB4293;SPC GA W     - 1,342,766.18  2,264,506.98   sFT  0.99990118   -0 03 30.6
 AB4293;UTM  16      - 3,731,274.073   752,857.818   MT  1.00038830   +1 30 50.4
 AB4293
 AB4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4293!SPC GA W     -   0.99996624  x   0.99990118  =   0.99986742
 AB4293!UTM  16      -   0.99996624  x   1.00038830  =   1.00035453
 AB4293
 AB4293|---------------------------------------------------------------------|
 AB4293| PID    Reference Object                     Distance      Geod. Az  |
 AB4293|                                                           dddmmss.s |
 AB4293| AB4396 5138                                320.816 METERS 18854     |
 AB4293|---------------------------------------------------------------------|
 AB4293
 AB4293                          SUPERSEDED SURVEY CONTROL
 AB4293
 AB4293  NAD 83(1994)-  33 41 28.83317(N)    084 16 19.65054(W) AD(       ) 1
 AB4293  ELLIP H (06/18/96)  215.07   (m)                       GP(       ) 4 1
 AB4293
 AB4293.Superseded values are not recommended for survey control.
 AB4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4293.See file dsdata.txt to determine how the superseded data were derived.
 AB4293
 AB4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5285831274(NAD 83)
 AB4293_MARKER: A = ALUMINUM MARKER
 AB4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4293_STAMPING: 5128
 AB4293_MARK LOGO: GA-089
 AB4293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4293+STABILITY: SURFACE MOTION
 AB4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4293+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4293
 AB4293  HISTORY     - Date     Condition        Report By
 AB4293  HISTORY     - 1995     MONUMENTED       MSI
 AB4293
 AB4293                          STATION DESCRIPTION
 AB4293
 AB4293'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4293'TO REACH THE STATION FROM THE INTERSECTION OF FLAT SHOALS ROAD AND
 AB4293'I-20 (EXIT-33), PROCEED SOUTHERLY ON FLAT SHOALS ROAD FOR 0.5 MI (0.8
 AB4293'KM) TO THE INTERSECTION WITH CLIFTON SPRINGS ROAD. TURN RIGHT AND
 AB4293'PROCEED WEST ON CLIFTON SPRINGS ROAD FOR 0.75 MI (1.21 KM) TO THE
 AB4293'INTERSECTION WITH PANTHERSVILLE ROAD AND THE STATION IN THE NE
 AB4293'QUADRANT OF THE INTERSECTION. STATION IS AN ALUMINUM DISK SET IN A
 AB4293'CONCRETE POST STAMPED 5128 AND IS LOCATED 41.0 FT (12.5 M) EAST OF
 AB4293'CENTERLINE OF PANTHERSVILLE ROAD, 105.0 FT (32.0 M) NORTH OF
 AB4293'CENTERLINE OF CLIFTON SPRINGS ROAD, 57.7 FT (17.6 M) SOUTH OF FIRE
 AB4293'HYDRANT, AND 5.5 FT (1.7 M) EAST OF EDGE OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4294 ***********************************************************************
 AB4294  DESIGNATION -  5129
 AB4294  PID         -  AB4294
 AB4294  STATE/COUNTY-  GA/DE KALB
 AB4294  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4294
 AB4294                         *CURRENT SURVEY CONTROL
 AB4294  ___________________________________________________________________
 AB4294* NAD 83(1994)-  33 41 02.59393(N)    084 20 52.46855(W)     ADJUSTED  
 AB4294* NAVD 88     -       251.8    (meters)     826.     (feet)  GPS OBS   
 AB4294  ___________________________________________________________________
 AB4294  X           -     523,261.188 (meters)                     COMP
 AB4294  Y           -  -5,287,129.674 (meters)                     COMP
 AB4294  Z           -   3,517,462.721 (meters)                     COMP
 AB4294  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AB4294  ELLIP HEIGHT-         222.37  (meters)          (09/03/97) GPS OBS
 AB4294  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AB4294
 AB4294  HORZ ORDER  -  FIRST
 AB4294  ELLP ORDER  -  FOURTH    CLASS II
 AB4294
 AB4294.The horizontal coordinates were established by GPS observations
 AB4294.and adjusted by the National Geodetic Survey in September 1997..
 AB4294
 AB4294.The orthometric height was determined by GPS observations and a
 AB4294.high-resolution geoid model.
 AB4294
 AB4294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4294
 AB4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4294
 AB4294.The ellipsoidal height was determined by GPS observations
 AB4294.and is referenced to NAD 83.
 AB4294
 AB4294.The geoid height was determined by GEOID03.
 AB4294
 AB4294;                    North         East     Units Scale Factor Converg.
 AB4294;SPC GA W     -   408,477.336   683,195.999   MT  0.99990348   -0 06 01.9
 AB4294;SPC GA W     - 1,340,146.06  2,241,452.21   sFT  0.99990348   -0 06 01.9
 AB4294;UTM  16      - 3,730,282.483   745,852.015   MT  1.00034522   +1 28 17.8
 AB4294
 AB4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4294!SPC GA W     -   0.99996509  x   0.99990348  =   0.99986857
 AB4294!UTM  16      -   0.99996509  x   1.00034522  =   1.00031030
 AB4294
 AB4294                          SUPERSEDED SURVEY CONTROL
 AB4294
 AB4294  NAD 83(1994)-  33 41 02.59365(N)    084 20 52.46809(W) AD(       ) 1
 AB4294  ELLIP H (06/18/96)  222.39   (m)                       GP(       ) 4 1
 AB4294
 AB4294.Superseded values are not recommended for survey control.
 AB4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4294.See file dsdata.txt to determine how the superseded data were derived.
 AB4294
 AB4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4585230282(NAD 83)
 AB4294_MARKER: A = ALUMINUM MARKER
 AB4294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4294_STAMPING: 5129
 AB4294_MARK LOGO: GA-089
 AB4294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4294+STABILITY: SURFACE MOTION
 AB4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4294+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4294
 AB4294  HISTORY     - Date     Condition        Report By
 AB4294  HISTORY     - 1995     MONUMENTED       MSI
 AB4294
 AB4294                          STATION DESCRIPTION
 AB4294
 AB4294'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4294'TO REACH THE STATION FROM THE INTERSECTION OF MORELAND AVENUE AND
 AB4294'I-285 (EXIT-39), PROCEED NORTHERLY ON MORELAND AVENUE FOR 1.2 MI (1.9
 AB4294'KM) TO THE INTERSECTION WITH SOUTH RIVER INDUSTRIAL BOULEVARD.
 AB4294'CONTINUE NORTHERLY ON MORELAND AVENUE FOR 350 FT (106.7 M) TO THE
 AB4294'STATION ON THE LEFT IN THE GRASS MEDIAN. STATION IS AN ALUMINUM DISK
 AB4294'SET IN A CONCRETE POST STAMPED 5129 AND IS LOCATED 1.1 FT (0.3 M) WNW
 AB4294'OF EAST EDGE OF MEDIAN, 3.0 FT (0.9 M) ENE OF WEST EDGE OF MEDIAN,
 AB4294'62.0 FT (18.9 M) NNW OF GRASS/CONCRETE MEDIAN BORDER, AND 72.5 FT
 AB4294'(22.1 M) SSE OF CATCH BASIN WITH MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7053 ***********************************************************************
 AB7053  DESIGNATION -  513 DSC
 AB7053  PID         -  AB7053
 AB7053  STATE/COUNTY-  GA/DOUGHERTY
 AB7053  USGS QUAD   -  ACREE (1988)
 AB7053
 AB7053                         *CURRENT SURVEY CONTROL
 AB7053  ___________________________________________________________________
 AB7053* NAD 83(1986)-  31 31 19.     (N)    083 59 47.     (W)     SCALED    
 AB7053* NAVD 88     -        76.055  (meters)     249.52   (feet)  ADJUSTED  
 AB7053  ___________________________________________________________________
 AB7053  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB7053  DYNAMIC HT  -          75.962 (meters)     249.22  (feet)  COMP
 AB7053  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 AB7053
 AB7053  VERT ORDER  -  SECOND    CLASS II
 AB7053
 AB7053.The horizontal coordinates were scaled from a topographic map and have
 AB7053.an estimated accuracy of +/- 6 seconds.
 AB7053
 AB7053.The orthometric height was determined by differential leveling
 AB7053.and adjusted by the National Geodetic Survey in November 1996..
 AB7053
 AB7053.The geoid height was determined by GEOID03.
 AB7053
 AB7053.The dynamic height is computed by dividing the NAVD 88
 AB7053.geopotential number by the normal gravity value computed on the
 AB7053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7053.degrees latitude (g = 980.6199 gals.).
 AB7053
 AB7053.The modeled gravity was interpolated from observed gravity values.
 AB7053
 AB7053;                    North         East    Units  Estimated Accuracy
 AB7053;SPC GA W     -   168,730.      716,170.      MT  (+/- 180 meters Scaled)
 AB7053
 AB7053                          SUPERSEDED SURVEY CONTROL
 AB7053
 AB7053.No superseded survey control is available for this station.
 AB7053
 AB7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ154913(NAD 83)
 AB7053_MARKER: A = ALUMINUM MARKER
 AB7053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7053_SP_SET: HEADWALL
 AB7053_STAMPING: 513 DSC 1988
 AB7053_MARK LOGO: ALBDOU
 AB7053_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7053
 AB7053  HISTORY     - Date     Condition        Report By
 AB7053  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7053  HISTORY     - 19900301 GOOD             HOBBS
 AB7053
 AB7053                          STATION DESCRIPTION
 AB7053
 AB7053'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7053'MARK IS ABOUT 10 MILES (16.1 KM) ESE OF DOWNTOWN ALBANY, 1.0 MI (1.6
 AB7053'KM) NORTH ON COUNTY LINE ROAD FROM SPRING FLATS ROAD, 4.15 MILES (6.68
 AB7053'KM) NORTH OF SR 133, IN TOP OF NORTH END OF WEST HEADWALL, 17.7 FT
 AB7053'(5.4 M) WEST OF COUNTY LINE ROAD, 28.5 FT (8.7 M) SOUTHEAST OF
 AB7053'POWERPOLE WITH DOUBLE TRANSFORMERS, 0.1 MI (0.2 KM) NORTH AND ACROSS
 AB7053'RD FROM 512 DSC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4295 ***********************************************************************
 AB4295  DESIGNATION -  5130
 AB4295  PID         -  AB4295
 AB4295  STATE/COUNTY-  GA/DE KALB
 AB4295  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4295
 AB4295                         *CURRENT SURVEY CONTROL
 AB4295  ___________________________________________________________________
 AB4295* NAD 83(1994)-  33 40 57.00092(N)    084 18 33.24231(W)     ADJUSTED  
 AB4295* NAVD 88     -       246.1    (meters)     807.     (feet)  GPS OBS   
 AB4295  ___________________________________________________________________
 AB4295  X           -     526,838.826 (meters)                     COMP
 AB4295  Y           -  -5,286,865.691 (meters)                     COMP
 AB4295  Z           -   3,517,316.185 (meters)                     COMP
 AB4295  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AB4295  ELLIP HEIGHT-         216.71  (meters)          (09/03/97) GPS OBS
 AB4295  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AB4295
 AB4295  HORZ ORDER  -  FIRST
 AB4295  ELLP ORDER  -  FOURTH    CLASS II
 AB4295
 AB4295.The horizontal coordinates were established by GPS observations
 AB4295.and adjusted by the National Geodetic Survey in September 1997..
 AB4295
 AB4295.The orthometric height was determined by GPS observations and a
 AB4295.high-resolution geoid model.
 AB4295
 AB4295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4295
 AB4295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4295
 AB4295.The ellipsoidal height was determined by GPS observations
 AB4295.and is referenced to NAD 83.
 AB4295
 AB4295.The geoid height was determined by GEOID03.
 AB4295
 AB4295;                    North         East     Units Scale Factor Converg.
 AB4295;SPC GA W     -   408,299.412   686,781.466   MT  0.99990215   -0 04 44.6
 AB4295;SPC GA W     - 1,339,562.32  2,253,215.53   sFT  0.99990215   -0 04 44.6
 AB4295;UTM  16      - 3,730,202.958   749,442.642   MT  1.00036715   +1 29 35.0
 AB4295
 AB4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4295!SPC GA W     -   0.99996598  x   0.99990215  =   0.99986813
 AB4295!UTM  16      -   0.99996598  x   1.00036715  =   1.00033312
 AB4295
 AB4295                          SUPERSEDED SURVEY CONTROL
 AB4295
 AB4295  NAD 83(1994)-  33 40 57.00065(N)    084 18 33.24185(W) AD(       ) 1
 AB4295  ELLIP H (06/18/96)  216.73   (m)                       GP(       ) 4 1
 AB4295
 AB4295.Superseded values are not recommended for survey control.
 AB4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4295.See file dsdata.txt to determine how the superseded data were derived.
 AB4295
 AB4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4944330203(NAD 83)
 AB4295_MARKER: A = ALUMINUM MARKER
 AB4295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4295_STAMPING: 5130
 AB4295_MARK LOGO: GA-089
 AB4295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4295+STABILITY: SURFACE MOTION
 AB4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4295+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4295
 AB4295  HISTORY     - Date     Condition        Report By
 AB4295  HISTORY     - 1995     MONUMENTED       MSI
 AB4295
 AB4295                          STATION DESCRIPTION
 AB4295
 AB4295'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4295'TO REACH THE STATION FROM THE INTERSECTION OF BOULDERCREST ROAD AND
 AB4295'I-285 (EXIT-37), PROCEED SOUTH ON BOULDERCREST ROAD FOR 400 FT (121.9
 AB4295'M) TO THE STATION ON THE RIGHT. STATION IS AN ALUMINUM DISK SET IN A
 AB4295'CONCRETE POST STAMPED 5130 AND IS LOCATED 27.0 FT (8.2 M) WSW OF
 AB4295'CENTERLINE OF BOULDERCREST ROAD, 40.0 FT (12.2 M) NE OF POWER POLE,
 AB4295'27.5 FT (8.4 M) NORTH OF MANHOLE, 31.0 FT (9.4 M) ESE OF LIGHT POLE,
 AB4295'3.0 FT (0.9 M) WSW OF EDGE OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4296 ***********************************************************************
 AB4296  DESIGNATION -  5131
 AB4296  PID         -  AB4296
 AB4296  STATE/COUNTY-  GA/DE KALB
 AB4296  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4296
 AB4296                         *CURRENT SURVEY CONTROL
 AB4296  ___________________________________________________________________
 AB4296* NAD 83(1994)-  33 40 50.33675(N)    084 16 12.35984(W)     ADJUSTED  
 AB4296* NAVD 88     -       234.2    (meters)     768.     (feet)  GPS OBS   
 AB4296  ___________________________________________________________________
 AB4296  X           -     530,460.109 (meters)                     COMP
 AB4296  Y           -  -5,286,608.109 (meters)                     COMP
 AB4296  Z           -   3,517,138.751 (meters)                     COMP
 AB4296  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AB4296  ELLIP HEIGHT-         204.86  (meters)          (09/03/97) GPS OBS
 AB4296  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AB4296
 AB4296  HORZ ORDER  -  FIRST
 AB4296  ELLP ORDER  -  FOURTH    CLASS II
 AB4296
 AB4296.The horizontal coordinates were established by GPS observations
 AB4296.and adjusted by the National Geodetic Survey in September 1997..
 AB4296
 AB4296.The orthometric height was determined by GPS observations and a
 AB4296.high-resolution geoid model.
 AB4296
 AB4296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4296
 AB4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4296
 AB4296.The ellipsoidal height was determined by GPS observations
 AB4296.and is referenced to NAD 83.
 AB4296
 AB4296.The geoid height was determined by GEOID03.
 AB4296
 AB4296;                    North         East     Units Scale Factor Converg.
 AB4296;SPC GA W     -   408,089.788   690,409.685   MT  0.99990113   -0 03 26.5
 AB4296;SPC GA W     - 1,338,874.58  2,265,119.11   sFT  0.99990113   -0 03 26.5
 AB4296;UTM  16      - 3,730,092.900   753,076.978   MT  1.00038967   +1 30 52.9
 AB4296
 AB4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4296!SPC GA W     -   0.99996784  x   0.99990113  =   0.99986897
 AB4296!UTM  16      -   0.99996784  x   1.00038967  =   1.00035750
 AB4296
 AB4296                          SUPERSEDED SURVEY CONTROL
 AB4296
 AB4296  NAD 83(1994)-  33 40 50.33648(N)    084 16 12.35938(W) AD(       ) 1
 AB4296  ELLIP H (06/18/96)  204.87   (m)                       GP(       ) 4 1
 AB4296
 AB4296.Superseded values are not recommended for survey control.
 AB4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4296.See file dsdata.txt to determine how the superseded data were derived.
 AB4296
 AB4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5307730093(NAD 83)
 AB4296_MARKER: A = ALUMINUM MARKER
 AB4296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4296_STAMPING: 5131
 AB4296_MARK LOGO: GA-089
 AB4296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4296+STABILITY: SURFACE MOTION
 AB4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4296+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4296
 AB4296  HISTORY     - Date     Condition        Report By
 AB4296  HISTORY     - 1995     MONUMENTED       MSI
 AB4296
 AB4296                          STATION DESCRIPTION
 AB4296
 AB4296'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4296'TO REACH THE STATION FROM THE INTERSECTION OF PANTHERSVILLE RD. AND
 AB4296'RIVER RD., PROCEED NORTH ON PANTHERSVILLE RD. FOR 0.7 MI (1.1 KM) TO
 AB4296'INTERSECTION WITH OAKVALE RD. TURN RIGHT AND TRAVEL SOUTHEAST ON
 AB4296'OAKVALE RD. FOR 0.2 MI (0.3 KM) TO THE ENTRANCE PANTHERSVILLE ATHLETIC
 AB4296'CENTER AND STATION NEAR NORTHWEST SIDE OF BUILDING. STATION IS AN
 AB4296'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5131 AND IS LOCATED 62 FT
 AB4296'(18.9 M) NORTH NORTHWEST OF CORNER OF MAINTENANCE BUILDING, 118 FT
 AB4296'(36.0 M) WEST NORTHWEST OF LIGHT POLE, 3 FT (0.9 M) EAST NORTHEAST OF
 AB4296'EDGE OF SIDEWALK, 36.4 FT (11.1 M) NORTH NORTHEAST OF MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4297 ***********************************************************************
 AB4297  DESIGNATION -  5132
 AB4297  PID         -  AB4297
 AB4297  STATE/COUNTY-  GA/DE KALB
 AB4297  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4297
 AB4297                         *CURRENT SURVEY CONTROL
 AB4297  ___________________________________________________________________
 AB4297* NAD 83(1994)-  33 40 28.92635(N)    084 20 36.49423(W)     ADJUSTED  
 AB4297* NAVD 88     -       266.2    (meters)     873.     (feet)  GPS OBS   
 AB4297  ___________________________________________________________________
 AB4297  X           -     523,728.535 (meters)                     COMP
 AB4297  Y           -  -5,287,673.535 (meters)                     COMP
 AB4297  Z           -   3,516,607.495 (meters)                     COMP
 AB4297  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AB4297  ELLIP HEIGHT-         236.80  (meters)          (09/03/97) GPS OBS
 AB4297  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AB4297
 AB4297  HORZ ORDER  -  FIRST
 AB4297  ELLP ORDER  -  FOURTH    CLASS II
 AB4297
 AB4297.The horizontal coordinates were established by GPS observations
 AB4297.and adjusted by the National Geodetic Survey in September 1997..
 AB4297
 AB4297.The orthometric height was determined by GPS observations and a
 AB4297.high-resolution geoid model.
 AB4297
 AB4297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4297
 AB4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4297
 AB4297.The ellipsoidal height was determined by GPS observations
 AB4297.and is referenced to NAD 83.
 AB4297
 AB4297.The geoid height was determined by GEOID03.
 AB4297
 AB4297;                    North         East     Units Scale Factor Converg.
 AB4297;SPC GA W     -   407,439.421   683,605.635   MT  0.99990331   -0 05 52.9
 AB4297;SPC GA W     - 1,336,740.83  2,242,796.15   sFT  0.99990331   -0 05 52.9
 AB4297;UTM  16      - 3,729,255.741   746,290.164   MT  1.00034788   +1 28 25.4
 AB4297
 AB4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4297!SPC GA W     -   0.99996283  x   0.99990331  =   0.99986614
 AB4297!UTM  16      -   0.99996283  x   1.00034788  =   1.00031069
 AB4297
 AB4297                          SUPERSEDED SURVEY CONTROL
 AB4297
 AB4297  NAD 83(1994)-  33 40 28.92608(N)    084 20 36.49377(W) AD(       ) 1
 AB4297  ELLIP H (06/18/96)  236.82   (m)                       GP(       ) 4 1
 AB4297
 AB4297.Superseded values are not recommended for survey control.
 AB4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4297.See file dsdata.txt to determine how the superseded data were derived.
 AB4297
 AB4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4629029256(NAD 83)
 AB4297_MARKER: A = ALUMINUM MARKER
 AB4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4297_STAMPING: 5132
 AB4297_MARK LOGO: GA-089
 AB4297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4297+STABILITY: SURFACE MOTION
 AB4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4297+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4297
 AB4297  HISTORY     - Date     Condition        Report By
 AB4297  HISTORY     - 1995     MONUMENTED       MSI
 AB4297
 AB4297                          STATION DESCRIPTION
 AB4297
 AB4297'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4297'TO REACH THE STATION FROM THE MORELAND AVE. OVERPASS (I-285) PROCEED
 AB4297'NORTH ON MORELAND AVE. FOR 0.5 MI (0.8 KM) TO STATION ON THE LEFT IN
 AB4297'FRONT OF WILLIAMS DETROIT DIESEL-ALLISON COMPANY. STATION IS AN
 AB4297'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5132 AND IS LOCATED 3.6
 AB4297'FT (1.1 M) WEST SOUTHWEST OF WEST CURB, 35.4 FT (10.8 M) NORTH
 AB4297'NORTHWEST OF DO NOT ENTER SIGN, 72 FT (21.9 M) EAST NORTHEAST OF
 AB4297'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4298 ***********************************************************************
 AB4298  DESIGNATION -  5137
 AB4298  PID         -  AB4298
 AB4298  STATE/COUNTY-  GA/DE KALB
 AB4298  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AB4298
 AB4298                         *CURRENT SURVEY CONTROL
 AB4298  ___________________________________________________________________
 AB4298* NAD 83(1994)-  33 39 04.71636(N)    084 20 35.63868(W)     ADJUSTED  
 AB4298* NAVD 88     -       273.3    (meters)     897.     (feet)  GPS OBS   
 AB4298  ___________________________________________________________________
 AB4298  X           -     523,892.813 (meters)                     COMP
 AB4298  Y           -  -5,289,108.462 (meters)                     COMP
 AB4298  Z           -   3,514,451.907 (meters)                     COMP
 AB4298  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AB4298  ELLIP HEIGHT-         243.91  (meters)          (09/03/97) GPS OBS
 AB4298  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AB4298
 AB4298  HORZ ORDER  -  FIRST
 AB4298  ELLP ORDER  -  FOURTH    CLASS II
 AB4298
 AB4298.The horizontal coordinates were established by GPS observations
 AB4298.and adjusted by the National Geodetic Survey in September 1997..
 AB4298
 AB4298.The orthometric height was determined by GPS observations and a
 AB4298.high-resolution geoid model.
 AB4298
 AB4298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4298
 AB4298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4298
 AB4298.The ellipsoidal height was determined by GPS observations
 AB4298.and is referenced to NAD 83.
 AB4298
 AB4298.The geoid height was determined by GEOID03.
 AB4298
 AB4298;                    North         East     Units Scale Factor Converg.
 AB4298;SPC GA W     -   404,845.121   683,623.240   MT  0.99990331   -0 05 52.2
 AB4298;SPC GA W     - 1,328,229.37  2,242,853.91   sFT  0.99990331   -0 05 52.2
 AB4298;UTM  16      - 3,726,661.745   746,378.939   MT  1.00034842   +1 28 22.6
 AB4298
 AB4298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4298!SPC GA W     -   0.99996171  x   0.99990331  =   0.99986502
 AB4298!UTM  16      -   0.99996171  x   1.00034842  =   1.00031012
 AB4298
 AB4298|---------------------------------------------------------------------|
 AB4298| PID    Reference Object                     Distance      Geod. Az  |
 AB4298|                                                           dddmmss.s |
 AB4298| AB4436 5312                                309.398 METERS 21826     |
 AB4298|---------------------------------------------------------------------|
 AB4298
 AB4298                          SUPERSEDED SURVEY CONTROL
 AB4298
 AB4298  NAD 83(1994)-  33 39 04.71609(N)    084 20 35.63822(W) AD(       ) 1
 AB4298  ELLIP H (06/18/96)  243.93   (m)                       GP(       ) 4 1
 AB4298
 AB4298.Superseded values are not recommended for survey control.
 AB4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4298.See file dsdata.txt to determine how the superseded data were derived.
 AB4298
 AB4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4637926662(NAD 83)
 AB4298_MARKER: A = ALUMINUM MARKER
 AB4298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4298_STAMPING: 5137
 AB4298_MARK LOGO: GA-089
 AB4298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4298+STABILITY: SURFACE MOTION
 AB4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4298+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4298
 AB4298  HISTORY     - Date     Condition        Report By
 AB4298  HISTORY     - 1995     MONUMENTED       MSI
 AB4298
 AB4298                          STATION DESCRIPTION
 AB4298
 AB4298'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4298'TO REACH THE STATION FROM THE INTERSECTION OF JONESBORO ROAD AND I-285
 AB4298'(EXIT-40), PROCEED SOUTHERLY ON JONESBORO ROAD FOR 0.25 MI (0.40 KM)
 AB4298'TO THE INTERSECTION WITH OLD CONLEY ROAD. TURN LEFT AND PROCEED EAST
 AB4298'ON OLD CONLEY ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH
 AB4298'THURMAN DRIVE. TURN LEFT AND PROCEED NORTHERLY ON THURMAN DRIVE FOR
 AB4298'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT. STATION IS AN ALUMINUM
 AB4298'DISK SET IN A CONCRETE POST STAMPED 5137 AND IS LOCATED 19.6 FT (6.0
 AB4298'M) NW OF CENTERLINE OF THURMAN ROAD, 71.4 FT (21.8 M) EAST OF ALTERMAN
 AB4298'SIGN, 16.5 FT (5.0 M) NE OF SOUTH END OF CULVERT, 68.7 FT (20.9 M) SW
 AB4298'OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7055 ***********************************************************************
 AB7055  DESIGNATION -  514 DSC
 AB7055  PID         -  AB7055
 AB7055  STATE/COUNTY-  GA/DOUGHERTY
 AB7055  USGS QUAD   -  ACREE (1988)
 AB7055
 AB7055                         *CURRENT SURVEY CONTROL
 AB7055  ___________________________________________________________________
 AB7055* NAD 83(1986)-  31 32 38.     (N)    083 59 46.     (W)     SCALED    
 AB7055* NAVD 88     -        73.490  (meters)     241.11   (feet)  ADJUSTED  
 AB7055  ___________________________________________________________________
 AB7055  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB7055  DYNAMIC HT  -          73.401 (meters)     240.82  (feet)  COMP
 AB7055  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 AB7055
 AB7055  VERT ORDER  -  SECOND    CLASS II
 AB7055
 AB7055.The horizontal coordinates were scaled from a topographic map and have
 AB7055.an estimated accuracy of +/- 6 seconds.
 AB7055
 AB7055.The orthometric height was determined by differential leveling
 AB7055.and adjusted by the National Geodetic Survey in November 1996..
 AB7055
 AB7055.The geoid height was determined by GEOID03.
 AB7055
 AB7055.The dynamic height is computed by dividing the NAVD 88
 AB7055.geopotential number by the normal gravity value computed on the
 AB7055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7055.degrees latitude (g = 980.6199 gals.).
 AB7055
 AB7055.The modeled gravity was interpolated from observed gravity values.
 AB7055
 AB7055;                    North         East    Units  Estimated Accuracy
 AB7055;SPC GA W     -   171,160.      716,190.      MT  (+/- 180 meters Scaled)
 AB7055
 AB7055                          SUPERSEDED SURVEY CONTROL
 AB7055
 AB7055.No superseded survey control is available for this station.
 AB7055
 AB7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ155937(NAD 83)
 AB7055_MARKER: A = ALUMINUM MARKER
 AB7055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7055_STAMPING: 514 DSC 1988
 AB7055_MARK LOGO: ALBDOU
 AB7055_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7055
 AB7055  HISTORY     - Date     Condition        Report By
 AB7055  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7055  HISTORY     - 19900301 GOOD             HOBBS
 AB7055
 AB7055                          STATION DESCRIPTION
 AB7055
 AB7055'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7055'MARK IS ABOUT 9.5 MILES (15.3 KM) ESE OF DOWNTOWN ALBANY, AT SE CORNER
 AB7055'OF USMC LOGISTICS BASE PROPERTY, IN SW QUADRANT OF JUNCTION OF FLEMING
 AB7055'ROAD AND COUNTY LINE ROAD, ABOUT 0.8 MILE (1.3 KM) SOUTH ALONG COUNTY
 AB7055'LINE RD FROM US 82, 65 FT (19.8 M) SOUTH OF FLEMING ROAD, 40 FT (12.2
 AB7055'M) WEST OF COUNTY LINE ROAD, 3.5 FT (1.1 M) NE OF OLD CORNER FENCE
 AB7055'POST, 1.7 FT (0.5 M) BELOW GROUND ON ALUMINUM ALLOY ROD IN CAST IRON
 AB7055'VALVE BOX THAT IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0351 ***********************************************************************
 DF0351  DESIGNATION -  514 USGS
 DF0351  PID         -  DF0351
 DF0351  STATE/COUNTY-  GA/MCDUFFIE
 DF0351  USGS QUAD   -  THOMSON WEST (1987)
 DF0351
 DF0351                         *CURRENT SURVEY CONTROL
 DF0351  ___________________________________________________________________
 DF0351* NAD 83(1986)-  33 27 57.     (N)    082 30 07.     (W)     SCALED    
 DF0351* NAVD 88     -       156.594  (meters)     513.76   (feet)  ADJUSTED  
 DF0351  ___________________________________________________________________
 DF0351  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF0351  DYNAMIC HT  -         156.427 (meters)     513.21  (feet)  COMP
 DF0351  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DF0351
 DF0351  VERT ORDER  -  FIRST     CLASS II
 DF0351
 DF0351.The horizontal coordinates were scaled from a topographic map and have
 DF0351.an estimated accuracy of +/- 6 seconds.
 DF0351
 DF0351.The orthometric height was determined by differential leveling
 DF0351.and adjusted by the National Geodetic Survey in June 1991..
 DF0351
 DF0351.The geoid height was determined by GEOID03.
 DF0351
 DF0351.The dynamic height is computed by dividing the NAVD 88
 DF0351.geopotential number by the normal gravity value computed on the
 DF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0351.degrees latitude (g = 980.6199 gals.).
 DF0351
 DF0351.The modeled gravity was interpolated from observed gravity values.
 DF0351
 DF0351;                    North         East    Units  Estimated Accuracy
 DF0351;SPC GA E     -   384,310.      168,840.      MT  (+/- 180 meters Scaled)
 DF0351
 DF0351                          SUPERSEDED SURVEY CONTROL
 DF0351
 DF0351  NGVD 29 (??/??/92)  156.780  (m)          514.37   (f) ADJ UNCH    1 2
 DF0351
 DF0351.Superseded values are not recommended for survey control.
 DF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0351.See file dsdata.txt to determine how the superseded data were derived.
 DF0351
 DF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT604039(NAD 83)
 DF0351_MARKER: Q = CHISELED SQUARE
 DF0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0351_SP_SET: STEP
 DF0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0351
 DF0351  HISTORY     - Date     Condition        Report By
 DF0351  HISTORY     - UNK      MONUMENTED       USGS
 DF0351  HISTORY     - 1962     GOOD             NGS
 DF0351  HISTORY     - 1976     GOOD             NGS
 DF0351  HISTORY     - 1979     GOOD             NGS
 DF0351
 DF0351                          STATION DESCRIPTION
 DF0351
 DF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0351'AT THOMSON.
 DF0351'AT THOMSON, IN A SMALL PARK WEST OF THE GEORGIA RAILROAD STATION,
 DF0351'59 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 53 1/2 FEET
 DF0351'WEST OF BENCH MARK G 70, DESCRIBED, A USGS CHISELED SQUARE ON
 DF0351'TOP OF THE WEST END OF THE FIRST STEP ALONG THE SOUTH SIDE OF A
 DF0351'CONFEDERATE SOLDIERS MONUMENT, AND ABOUT 0.3 FOOT EAST OF THE WEST
 DF0351'END OF THE STEP.
 DF0351
 DF0351                          STATION RECOVERY (1976)
 DF0351
 DF0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0351'RECOVERED IN GOOD CONDITION.
 DF0351
 DF0351                          STATION RECOVERY (1979)
 DF0351
 DF0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4300 ***********************************************************************
 AB4300  DESIGNATION -  5144
 AB4300  PID         -  AB4300
 AB4300  STATE/COUNTY-  GA/DE KALB
 AB4300  USGS QUAD   -  REDAN (1983)
 AB4300
 AB4300                         *CURRENT SURVEY CONTROL
 AB4300  ___________________________________________________________________
 AB4300* NAD 83(1994)-  33 44 37.35808(N)    084 13 06.72305(W)     ADJUSTED  
 AB4300* NAVD 88     -       297.6    (meters)     976.     (feet)  GPS OBS   
 AB4300  ___________________________________________________________________
 AB4300  X           -     534,832.028 (meters)                     COMP
 AB4300  Y           -  -5,282,318.428 (meters)                     COMP
 AB4300  Z           -   3,522,992.486 (meters)                     COMP
 AB4300  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AB4300  ELLIP HEIGHT-         268.20  (meters)          (09/03/97) GPS OBS
 AB4300  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AB4300
 AB4300  HORZ ORDER  -  FIRST
 AB4300  ELLP ORDER  -  FOURTH    CLASS II
 AB4300
 AB4300.The horizontal coordinates were established by GPS observations
 AB4300.and adjusted by the National Geodetic Survey in September 1997..
 AB4300
 AB4300.The orthometric height was determined by GPS observations and a
 AB4300.high-resolution geoid model.
 AB4300
 AB4300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4300
 AB4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4300
 AB4300.The ellipsoidal height was determined by GPS observations
 AB4300.and is referenced to NAD 83.
 AB4300
 AB4300.The geoid height was determined by GEOID03.
 AB4300
 AB4300;                    North         East     Units Scale Factor Converg.
 AB4300;SPC GA W     -   415,080.099   695,194.368   MT  0.99990028   -0 01 43.7
 AB4300;SPC GA W     - 1,361,808.62  2,280,816.86   sFT  0.99990028   -0 01 43.7
 AB4300;UTM  16      - 3,737,215.534   757,670.234   MT  1.00041858   +1 32 45.2
 AB4300
 AB4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4300!SPC GA W     -   0.99995790  x   0.99990028  =   0.99985818
 AB4300!UTM  16      -   0.99995790  x   1.00041858  =   1.00037646
 AB4300
 AB4300                          SUPERSEDED SURVEY CONTROL
 AB4300
 AB4300  NAD 83(1994)-  33 44 37.35780(N)    084 13 06.72254(W) AD(       ) 1
 AB4300  ELLIP H (06/18/96)  268.21   (m)                       GP(       ) 4 1
 AB4300
 AB4300.Superseded values are not recommended for survey control.
 AB4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4300.See file dsdata.txt to determine how the superseded data were derived.
 AB4300
 AB4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5767037216(NAD 83)
 AB4300_MARKER: A = ALUMINUM MARKER
 AB4300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4300_STAMPING: 5144
 AB4300_MARK LOGO: GA-089
 AB4300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4300+STABILITY: SURFACE MOTION
 AB4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4300+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4300
 AB4300  HISTORY     - Date     Condition        Report By
 AB4300  HISTORY     - 1995     MONUMENTED       MSI
 AB4300
 AB4300                          STATION DESCRIPTION
 AB4300
 AB4300'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4300'TO REACH THE STATION FROM THE INTERSECTION OF GLENWOOD RD. AND
 AB4300'COVINGTON HIGHWAY, PROCEED 0.4 MI (0.6 KM) NORTH ON COVINGTON HWY. TO
 AB4300'INTERSECTION WITH MERCER RD. AND STATION IN SOUTHEST BOULEVARD.
 AB4300'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5144 AND IS
 AB4300'LOCATED 10.7 M (35.1 FT) NORTHWEST OF POWER POLE X2345, 8.2 M (26.9
 AB4300'FT) (26.9) NORTHWEST OF 278/12 WEST ROUTE SIGNPOST, 8.6 M (28.2 FT)
 AB4300'WEST OF FIBER OPTIC WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4301 ***********************************************************************
 AB4301  DESIGNATION -  5145
 AB4301  PID         -  AB4301
 AB4301  STATE/COUNTY-  GA/DE KALB
 AB4301  USGS QUAD   -  REDAN (1983)
 AB4301
 AB4301                         *CURRENT SURVEY CONTROL
 AB4301  ___________________________________________________________________
 AB4301* NAD 83(1994)-  33 44 41.38091(N)    084 11 45.48984(W)     ADJUSTED  
 AB4301* NAVD 88     -       278.4    (meters)     913.     (feet)  GPS OBS   
 AB4301  ___________________________________________________________________
 AB4301  X           -     536,903.745 (meters)                     COMP
 AB4301  Y           -  -5,282,023.019 (meters)                     COMP
 AB4301  Z           -   3,523,084.899 (meters)                     COMP
 AB4301  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AB4301  ELLIP HEIGHT-         249.02  (meters)          (09/03/97) GPS OBS
 AB4301  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AB4301
 AB4301  HORZ ORDER  -  FIRST
 AB4301  ELLP ORDER  -  FOURTH    CLASS II
 AB4301
 AB4301.The horizontal coordinates were established by GPS observations
 AB4301.and adjusted by the National Geodetic Survey in September 1997..
 AB4301
 AB4301.The orthometric height was determined by GPS observations and a
 AB4301.high-resolution geoid model.
 AB4301
 AB4301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4301
 AB4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4301
 AB4301.The ellipsoidal height was determined by GPS observations
 AB4301.and is referenced to NAD 83.
 AB4301
 AB4301.The geoid height was determined by GEOID03.
 AB4301
 AB4301;                    North         East     Units Scale Factor Converg.
 AB4301;SPC GA W     -   415,203.209   697,285.077   MT  0.99990009   -0 00 58.6
 AB4301;SPC GA W     - 1,362,212.53  2,287,676.12   sFT  0.99990009   -0 00 58.6
 AB4301;UTM  16      - 3,737,396.148   759,757.865   MT  1.00043190   +1 33 30.6
 AB4301
 AB4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4301!SPC GA W     -   0.99996091  x   0.99990009  =   0.99986100
 AB4301!UTM  16      -   0.99996091  x   1.00043190  =   1.00039279
 AB4301
 AB4301                          SUPERSEDED SURVEY CONTROL
 AB4301
 AB4301  NAD 83(1994)-  33 44 41.38062(N)    084 11 45.48932(W) AD(       ) 1
 AB4301  ELLIP H (06/18/96)  249.03   (m)                       GP(       ) 4 1
 AB4301
 AB4301.Superseded values are not recommended for survey control.
 AB4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4301.See file dsdata.txt to determine how the superseded data were derived.
 AB4301
 AB4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5975837396(NAD 83)
 AB4301_MARKER: A = ALUMINUM MARKER
 AB4301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4301_STAMPING: 5145
 AB4301_MARK LOGO: GA-089
 AB4301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4301+STABILITY: SURFACE MOTION
 AB4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4301+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4301
 AB4301  HISTORY     - Date     Condition        Report By
 AB4301  HISTORY     - 1995     MONUMENTED       MSI
 AB4301
 AB4301                          STATION DESCRIPTION
 AB4301
 AB4301'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4301'TO REACH THE STATION FROM THE INTERSECTION OF COVINGTON HWY. AND
 AB4301'S.HAIRSTON RD., PROCEED 0.8 MI (1.3 KM) ALONG S.HAIRSTON RD. TO
 AB4301'STATION LOCATED APPROXIMATELY 29 M (95.1 FT) SOUTH OF MANLY CT.
 AB4301'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5145 AND IS
 AB4301'LOCATED 14.4 M (47.2 FT) SOUTHEAST OF FIRE HYDRANT, 19.3 M (63.3 FT)
 AB4301'SOUTH OF MANHOLE COVER, 1.0 M (3.3 FT) EAST OF EDGE OF SOUTHBOUND
 AB4301'LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4303 ***********************************************************************
 AB4303  DESIGNATION -  5147
 AB4303  PID         -  AB4303
 AB4303  STATE/COUNTY-  GA/DE KALB
 AB4303  USGS QUAD   -  REDAN (1983)
 AB4303
 AB4303                         *CURRENT SURVEY CONTROL
 AB4303  ___________________________________________________________________
 AB4303* NAD 83(1994)-  33 44 11.41437(N)    084 13 49.21354(W)     ADJUSTED  
 AB4303* NAVD 88     -       277.4    (meters)     910.     (feet)  GPS OBS   
 AB4303  ___________________________________________________________________
 AB4303  X           -     533,786.806 (meters)                     COMP
 AB4303  Y           -  -5,282,853.522 (meters)                     COMP
 AB4303  Z           -   3,522,316.537 (meters)                     COMP
 AB4303  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AB4303  ELLIP HEIGHT-         248.00  (meters)          (09/03/97) GPS OBS
 AB4303  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AB4303
 AB4303  HORZ ORDER  -  FIRST
 AB4303  ELLP ORDER  -  FOURTH    CLASS II
 AB4303
 AB4303.The horizontal coordinates were established by GPS observations
 AB4303.and adjusted by the National Geodetic Survey in September 1997..
 AB4303
 AB4303.The orthometric height was determined by GPS observations and a
 AB4303.high-resolution geoid model.
 AB4303
 AB4303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4303
 AB4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4303
 AB4303.The ellipsoidal height was determined by GPS observations
 AB4303.and is referenced to NAD 83.
 AB4303
 AB4303.The geoid height was determined by GEOID03.
 AB4303
 AB4303;                    North         East     Units Scale Factor Converg.
 AB4303;SPC GA W     -   414,281.453   694,100.311   MT  0.99990043   -0 02 07.3
 AB4303;SPC GA W     - 1,359,188.40  2,277,227.44   sFT  0.99990043   -0 02 07.3
 AB4303;UTM  16      - 3,736,386.701   756,597.982   MT  1.00041179   +1 32 20.5
 AB4303
 AB4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4303!SPC GA W     -   0.99996107  x   0.99990043  =   0.99986150
 AB4303!UTM  16      -   0.99996107  x   1.00041179  =   1.00037284
 AB4303
 AB4303                          SUPERSEDED SURVEY CONTROL
 AB4303
 AB4303  NAD 83(1994)-  33 44 11.41408(N)    084 13 49.21304(W) AD(       ) 1
 AB4303  ELLIP H (06/18/96)  248.01   (m)                       GP(       ) 4 1
 AB4303
 AB4303.Superseded values are not recommended for survey control.
 AB4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4303.See file dsdata.txt to determine how the superseded data were derived.
 AB4303
 AB4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5659836387(NAD 83)
 AB4303_MARKER: A = ALUMINUM MARKER
 AB4303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4303_STAMPING: 5147
 AB4303_MARK LOGO: GA-089
 AB4303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4303+STABILITY: SURFACE MOTION
 AB4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4303+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4303
 AB4303  HISTORY     - Date     Condition        Report By
 AB4303  HISTORY     - 1995     MONUMENTED       MSI
 AB4303
 AB4303                          STATION DESCRIPTION
 AB4303
 AB4303'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4303'TO REACH THE STATION FROM I-285 EXIT-34 (GLENWOOD AVE.), HEADING NORTH
 AB4303'(WESTBOUND) ON I-285, TAKE OFFRAMP TO GLENWOOD AVE. TO STATION IN
 AB4303'SOUTHEAST QUADRANT OF EXIT/INTERSECTION. STATION IS AN ALUMINUM DISK
 AB4303'SET IN A CONCRETE POST STAMPED 5147 AND IS LOCATED 3.5 M (11.5 FT)
 AB4303'SOUTH OF PEDESTRIANS SIGN, 42.1 M (138.1 FT) NORTH OF WRONG WAY SIGN,
 AB4303'1.7 M (5.6 FT) WEST OF EDGE ASHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4304 ***********************************************************************
 AB4304  DESIGNATION -  5148
 AB4304  PID         -  AB4304
 AB4304  STATE/COUNTY-  GA/DE KALB
 AB4304  USGS QUAD   -  REDAN (1983)
 AB4304
 AB4304                         *CURRENT SURVEY CONTROL
 AB4304  ___________________________________________________________________
 AB4304* NAD 83(1994)-  33 43 58.00936(N)    084 11 38.39475(W)     ADJUSTED  
 AB4304* NAVD 88     -       264.3    (meters)     867.     (feet)  GPS OBS   
 AB4304  ___________________________________________________________________
 AB4304  X           -     537,159.335 (meters)                     COMP
 AB4304  Y           -  -5,282,731.318 (meters)                     COMP
 AB4304  Z           -   3,521,965.806 (meters)                     COMP
 AB4304  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AB4304  ELLIP HEIGHT-         234.95  (meters)          (09/03/97) GPS OBS
 AB4304  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AB4304
 AB4304  HORZ ORDER  -  FIRST
 AB4304  ELLP ORDER  -  FOURTH    CLASS II
 AB4304
 AB4304.The horizontal coordinates were established by GPS observations
 AB4304.and adjusted by the National Geodetic Survey in September 1997..
 AB4304
 AB4304.The orthometric height was determined by GPS observations and a
 AB4304.high-resolution geoid model.
 AB4304
 AB4304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4304
 AB4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4304
 AB4304.The ellipsoidal height was determined by GPS observations
 AB4304.and is referenced to NAD 83.
 AB4304
 AB4304.The geoid height was determined by GEOID03.
 AB4304
 AB4304;                    North         East     Units Scale Factor Converg.
 AB4304;SPC GA W     -   413,866.995   697,467.325   MT  0.99990008   -0 00 54.6
 AB4304;SPC GA W     - 1,357,828.63  2,288,274.05   sFT  0.99990008   -0 00 54.6
 AB4304;UTM  16      - 3,736,064.737   759,976.876   MT  1.00043331   +1 33 32.8
 AB4304
 AB4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4304!SPC GA W     -   0.99996312  x   0.99990008  =   0.99986320
 AB4304!UTM  16      -   0.99996312  x   1.00043331  =   1.00039641
 AB4304
 AB4304:                Primary Azimuth Mark                     Grid Az
 AB4304:SPC GA W     -  5322                                     358 48 11.5
 AB4304:UTM  16      -  5322                                     357 13 44.1
 AB4304
 AB4304|---------------------------------------------------------------------|
 AB4304| PID    Reference Object                     Distance      Geod. Az  |
 AB4304|                                                           dddmmss.s |
 AB4304| AB4439 5322                                APPROX. 0.6 KM 3584716.9 |
 AB4304|---------------------------------------------------------------------|
 AB4304
 AB4304                          SUPERSEDED SURVEY CONTROL
 AB4304
 AB4304  NAD 83(1994)-  33 43 58.00908(N)    084 11 38.39424(W) AD(       ) 1
 AB4304  ELLIP H (06/18/96)  234.96   (m)                       GP(       ) 4 1
 AB4304
 AB4304.Superseded values are not recommended for survey control.
 AB4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4304.See file dsdata.txt to determine how the superseded data were derived.
 AB4304
 AB4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5997736065(NAD 83)
 AB4304_MARKER: DD = SURVEY DISK
 AB4304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4304_STAMPING: 5148
 AB4304_MARK LOGO: GA-089
 AB4304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4304+STABILITY: SURFACE MOTION
 AB4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4304+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1999
 AB4304
 AB4304  HISTORY     - Date     Condition        Report By
 AB4304  HISTORY     - 1995     MONUMENTED       MSI
 AB4304  HISTORY     - 19991027 GOOD             WOOLPT
 AB4304
 AB4304                          STATION DESCRIPTION
 AB4304
 AB4304'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4304'TO REACH THE STATION FROM THE INTERSECTION OF COVINGTON HWY. AND
 AB4304'S.HAIRSTON RD., PROCEED 0.1 MI (0.2 KM) NORTH ALONG S.HAIRSTON RD. TO
 AB4304'STATION LOCATED IN GRASS MEDIAN. STATION IS AN ALUMINUM DISK SET IN A
 AB4304'CONCRETE POST STAMPED 5148 AND IS LOCATED 4.1 M (13.5 FT) WEST OF EDGE
 AB4304'OF ASPHALT, 33.3 M (109.3 FT) NORTH NORTHEAST OF MANHOLE COVER, 2.4 M
 AB4304'(7.9 FT) EAST OF EDGE OF ASPHALT.
 AB4304
 AB4304                          STATION RECOVERY (1999)
 AB4304
 AB4304'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JWK)
 AB4304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7056 ***********************************************************************
 AB7056  DESIGNATION -  515 DSC
 AB7056  PID         -  AB7056
 AB7056  STATE/COUNTY-  GA/DOUGHERTY
 AB7056  USGS QUAD   -  ACREE (1988)
 AB7056
 AB7056                         *CURRENT SURVEY CONTROL
 AB7056  ___________________________________________________________________
 AB7056* NAD 83(1986)-  31 33 21.     (N)    083 59 54.     (W)     SCALED    
 AB7056* NAVD 88     -        70.452  (meters)     231.14   (feet)  ADJUSTED  
 AB7056  ___________________________________________________________________
 AB7056  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB7056  DYNAMIC HT  -          70.366 (meters)     230.86  (feet)  COMP
 AB7056  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 AB7056
 AB7056  VERT ORDER  -  SECOND    CLASS II
 AB7056
 AB7056.The horizontal coordinates were scaled from a topographic map and have
 AB7056.an estimated accuracy of +/- 6 seconds.
 AB7056
 AB7056.The orthometric height was determined by differential leveling
 AB7056.and adjusted by the National Geodetic Survey in November 1996..
 AB7056
 AB7056.The geoid height was determined by GEOID03.
 AB7056
 AB7056.The dynamic height is computed by dividing the NAVD 88
 AB7056.geopotential number by the normal gravity value computed on the
 AB7056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7056.degrees latitude (g = 980.6199 gals.).
 AB7056
 AB7056.The modeled gravity was interpolated from observed gravity values.
 AB7056
 AB7056;                    North         East    Units  Estimated Accuracy
 AB7056;SPC GA W     -   172,480.      715,980.      MT  (+/- 180 meters Scaled)
 AB7056
 AB7056                          SUPERSEDED SURVEY CONTROL
 AB7056
 AB7056.No superseded survey control is available for this station.
 AB7056
 AB7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ153951(NAD 83)
 AB7056_MARKER: A = ALUMINUM MARKER
 AB7056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7056_SP_SET: WINGWALL
 AB7056_STAMPING: 515 DSC 1988
 AB7056_MARK LOGO: ALBDOU
 AB7056_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7056
 AB7056  HISTORY     - Date     Condition        Report By
 AB7056  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7056  HISTORY     - 19900301 GOOD             HOBBS
 AB7056
 AB7056                          STATION DESCRIPTION
 AB7056
 AB7056'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7056'MARK IS ABOUT 9.5 MILES (15.3 KM) EAST OF ALBANY ALONG US 82
 AB7056'(SYLVESTER ROAD) AT WORTH COUNTY LINE, IN SOUTHWEST QUADRANT OF
 AB7056'JUNCTION OF HWY AND COUNTY LINE ROAD, IN TOP OF WESTERNMOST WINGWALL
 AB7056'OF WEST HEADWALL, 60 FT (18.3 M) SOUTH OF HWY EASTBOUND LANES, 39 FT
 AB7056'(11.9 M) WEST OF COUNTY LINE ROAD, 32 FT (9.8 M) EAST-NORTHEAST OF
 AB7056'PHONE SWITCHBOX NO.  P104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4305 ***********************************************************************
 AB4305  DESIGNATION -  5153
 AB4305  PID         -  AB4305
 AB4305  STATE/COUNTY-  GA/DE KALB
 AB4305  USGS QUAD   -  REDAN (1983)
 AB4305
 AB4305                         *CURRENT SURVEY CONTROL
 AB4305  ___________________________________________________________________
 AB4305* NAD 83(1994)-  33 42 34.91975(N)    084 10 04.55664(W)     ADJUSTED  
 AB4305* NAVD 88     -       284.8    (meters)     934.     (feet)  GPS OBS   
 AB4305  ___________________________________________________________________
 AB4305  X           -     539,708.760 (meters)                     COMP
 AB4305  Y           -  -5,283,917.302 (meters)                     COMP
 AB4305  Z           -   3,519,847.838 (meters)                     COMP
 AB4305  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AB4305  ELLIP HEIGHT-         255.50  (meters)          (09/03/97) GPS OBS
 AB4305  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AB4305
 AB4305  HORZ ORDER  -  FIRST
 AB4305  ELLP ORDER  -  FOURTH    CLASS II
 AB4305
 AB4305.The horizontal coordinates were established by GPS observations
 AB4305.and adjusted by the National Geodetic Survey in September 1997..
 AB4305
 AB4305.The orthometric height was determined by GPS observations and a
 AB4305.high-resolution geoid model.
 AB4305
 AB4305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4305
 AB4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4305
 AB4305.The ellipsoidal height was determined by GPS observations
 AB4305.and is referenced to NAD 83.
 AB4305
 AB4305.The geoid height was determined by GEOID03.
 AB4305
 AB4305;                    North         East     Units Scale Factor Converg.
 AB4305;SPC GA W     -   411,306.894   699,882.681   MT  0.99990000   -0 00 02.5
 AB4305;SPC GA W     - 1,349,429.37  2,296,198.43   sFT  0.99990000   -0 00 02.5
 AB4305;UTM  16      - 3,733,570.590   762,462.979   MT  1.00044933   +1 34 21.6
 AB4305
 AB4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4305!SPC GA W     -   0.99995989  x   0.99990000  =   0.99985989
 AB4305!UTM  16      -   0.99995989  x   1.00044933  =   1.00040920
 AB4305
 AB4305                          SUPERSEDED SURVEY CONTROL
 AB4305
 AB4305  NAD 83(1994)-  33 42 34.91947(N)    084 10 04.55615(W) AD(       ) 1
 AB4305  ELLIP H (06/18/96)  255.51   (m)                       GP(       ) 4 1
 AB4305
 AB4305.Superseded values are not recommended for survey control.
 AB4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4305.See file dsdata.txt to determine how the superseded data were derived.
 AB4305
 AB4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6246333571(NAD 83)
 AB4305_MARKER: A = ALUMINUM MARKER
 AB4305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4305_STAMPING: 5153
 AB4305_MARK LOGO: GA-089
 AB4305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4305+STABILITY: SURFACE MOTION
 AB4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4305+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4305
 AB4305  HISTORY     - Date     Condition        Report By
 AB4305  HISTORY     - 1995     MONUMENTED       MSI
 AB4305
 AB4305                          STATION DESCRIPTION
 AB4305
 AB4305'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4305'TO REACH THE STATION FROM THE INTERSECTION OF COVINGTON HWY. AND
 AB4305'PANOLA RD., PROCEED SOUTH ON PANOLA RD. FOR 0.6 MI (1.0 KM) TO STATION
 AB4305'ON WEST SIDE IN BOULEVARD IN FRONT OF THE PEOPLES BANK. STATION IS AN
 AB4305'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5153 AND IS LOCATED 1.45
 AB4305'M (4.76 FT) NORTHWEST OF EDGE OF CURB, 6.8 M (22.3 FT) SOUTHEAST OF
 AB4305'EDGE OF PARKING AREA, 6.65 M (21.82 FT) NORTHEAST OF POWER POLE 05166.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4308 ***********************************************************************
 AB4308  DESIGNATION -  5158
 AB4308  PID         -  AB4308
 AB4308  STATE/COUNTY-  GA/DE KALB
 AB4308  USGS QUAD   -  REDAN (1983)
 AB4308
 AB4308                         *CURRENT SURVEY CONTROL
 AB4308  ___________________________________________________________________
 AB4308* NAD 83(1994)-  33 41 26.96781(N)    084 14 26.87146(W)     ADJUSTED  
 AB4308* NAVD 88     -       255.1    (meters)     837.     (feet)  GPS OBS   
 AB4308  ___________________________________________________________________
 AB4308  X           -     533,102.651 (meters)                     COMP
 AB4308  Y           -  -5,285,730.551 (meters)                     COMP
 AB4308  Z           -   3,518,089.449 (meters)                     COMP
 AB4308  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AB4308  ELLIP HEIGHT-         225.70  (meters)          (09/03/97) GPS OBS
 AB4308  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AB4308
 AB4308  HORZ ORDER  -  FIRST
 AB4308  ELLP ORDER  -  FOURTH    CLASS II
 AB4308
 AB4308.The horizontal coordinates were established by GPS observations
 AB4308.and adjusted by the National Geodetic Survey in September 1997..
 AB4308
 AB4308.The orthometric height was determined by GPS observations and a
 AB4308.high-resolution geoid model.
 AB4308
 AB4308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4308
 AB4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4308
 AB4308.The ellipsoidal height was determined by GPS observations
 AB4308.and is referenced to NAD 83.
 AB4308
 AB4308.The geoid height was determined by GEOID03.
 AB4308
 AB4308;                    North         East     Units Scale Factor Converg.
 AB4308;SPC GA W     -   409,215.951   693,127.402   MT  0.99990058   -0 02 28.0
 AB4308;SPC GA W     - 1,342,569.33  2,274,035.48   sFT  0.99990058   -0 02 28.0
 AB4308;UTM  16      - 3,731,293.805   755,764.107   MT  1.00040653   +1 31 53.0
 AB4308
 AB4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4308!SPC GA W     -   0.99996457  x   0.99990058  =   0.99986515
 AB4308!UTM  16      -   0.99996457  x   1.00040653  =   1.00037108
 AB4308
 AB4308                          SUPERSEDED SURVEY CONTROL
 AB4308
 AB4308  NAD 83(1994)-  33 41 26.96754(N)    084 14 26.87099(W) AD(       ) 1
 AB4308  ELLIP H (06/18/96)  225.71   (m)                       GP(       ) 4 1
 AB4308
 AB4308.Superseded values are not recommended for survey control.
 AB4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4308.See file dsdata.txt to determine how the superseded data were derived.
 AB4308
 AB4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5576431294(NAD 83)
 AB4308_MARKER: A = ALUMINUM MARKER
 AB4308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4308_STAMPING: 5158
 AB4308_MARK LOGO: GA-089
 AB4308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4308+STABILITY: SURFACE MOTION
 AB4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4308+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4308
 AB4308  HISTORY     - Date     Condition        Report By
 AB4308  HISTORY     - 1995     MONUMENTED       MSI
 AB4308
 AB4308                          STATION DESCRIPTION
 AB4308
 AB4308'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4308'TO REACH THE STATION FROM THE INTERSECTION OF WESLEY CHAPEL RD. AND
 AB4308'COCKLEBURR RD., PROCEED WESTERLY ON COCKLEBURR RD. FOR 0.35 MI (0.56
 AB4308'KM) TO BORING RD., TURN LEFT AND PROCEED SOUTHERLY ON BORING RD. FOR
 AB4308'1.0 MI (1.6 KM) TO HARBOUR WOODS RD. AND STATION IN BOULEVARD IN SOUTH
 AB4308'CORNER OF BORING RD. AND HARBOUR WOODS RD. STATION IS AN ALUMINUM DISK
 AB4308'SET IN A CONCRETE POST STAMPED 5158 AND IS LOCATED 39.3 FT (12.0 M)
 AB4308'SOUTHEAST OF CENTERLINE OF BORING ROAD, 49.5 FT (15.1 M) SOUTHWEST OF
 AB4308'CENTERLINE OF HARBOR RD., 52.85 FT (16.11 M) NORTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4309 ***********************************************************************
 AB4309  DESIGNATION -  5159
 AB4309  PID         -  AB4309
 AB4309  STATE/COUNTY-  GA/DE KALB
 AB4309  USGS QUAD   -  REDAN (1983)
 AB4309
 AB4309                         *CURRENT SURVEY CONTROL
 AB4309  ___________________________________________________________________
 AB4309* NAD 83(1994)-  33 41 26.67510(N)    084 12 09.25955(W)     ADJUSTED  
 AB4309* NAVD 88     -       243.4    (meters)     799.     (feet)  GPS OBS   
 AB4309  ___________________________________________________________________
 AB4309  X           -     536,628.492 (meters)                     COMP
 AB4309  Y           -  -5,285,369.026 (meters)                     COMP
 AB4309  Z           -   3,518,075.472 (meters)                     COMP
 AB4309  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AB4309  ELLIP HEIGHT-         214.03  (meters)          (09/03/97) GPS OBS
 AB4309  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AB4309
 AB4309  HORZ ORDER  -  FIRST
 AB4309  ELLP ORDER  -  FOURTH    CLASS II
 AB4309
 AB4309.The horizontal coordinates were established by GPS observations
 AB4309.and adjusted by the National Geodetic Survey in September 1997..
 AB4309
 AB4309.The orthometric height was determined by GPS observations and a
 AB4309.high-resolution geoid model.
 AB4309
 AB4309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4309
 AB4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4309
 AB4309.The ellipsoidal height was determined by GPS observations
 AB4309.and is referenced to NAD 83.
 AB4309
 AB4309.The geoid height was determined by GEOID03.
 AB4309
 AB4309;                    North         East     Units Scale Factor Converg.
 AB4309;SPC GA W     -   409,205.046   696,671.245   MT  0.99990014   -0 01 11.7
 AB4309;SPC GA W     - 1,342,533.56  2,285,662.24   sFT  0.99990014   -0 01 11.7
 AB4309;UTM  16      - 3,731,380.200   759,308.748   MT  1.00042904   +1 33 09.5
 AB4309
 AB4309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4309!SPC GA W     -   0.99996640  x   0.99990014  =   0.99986654
 AB4309!UTM  16      -   0.99996640  x   1.00042904  =   1.00039543
 AB4309
 AB4309                          SUPERSEDED SURVEY CONTROL
 AB4309
 AB4309  NAD 83(1994)-  33 41 26.67482(N)    084 12 09.25908(W) AD(       ) 1
 AB4309  ELLIP H (06/18/96)  214.04   (m)                       GP(       ) 4 1
 AB4309
 AB4309.Superseded values are not recommended for survey control.
 AB4309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4309.See file dsdata.txt to determine how the superseded data were derived.
 AB4309
 AB4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5930931380(NAD 83)
 AB4309_MARKER: A = ALUMINUM MARKER
 AB4309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4309_STAMPING: 5159
 AB4309_MARK LOGO: GA-089
 AB4309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4309+STABILITY: SURFACE MOTION
 AB4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4309+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4309
 AB4309  HISTORY     - Date     Condition        Report By
 AB4309  HISTORY     - 1995     MONUMENTED       MSI
 AB4309
 AB4309                          STATION DESCRIPTION
 AB4309
 AB4309'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4309'TO REACH THE STATION FROM THE INTERSECTION OF WESLEY CHAPEL RD. AND
 AB4309'SNAPFINGER RD., PROCEED SOUTHERLY ON SNAPFINGER RD. FOR 1.5 MI (2.4
 AB4309'KM) TO STATION ON EAST SIDE IN RIGHT-OF-WAY. STATION LOCATED IN THE
 AB4309'NORTHEASTERN QUADRANT OF INTERSECTION OF SNAPFINGER RD. AND SHORT
 AB4309'ACCESS RD. TO A DEAD-END/CLOSED ROAD. STATION IS AN ALUMINUM DISK SET
 AB4309'IN A CONCRETE POST STAMPED 5159 AND IS LOCATED 10.8 M (35.4 FT) NORTH
 AB4309'OF THE CENTERLINE OF SHORT ACCESS ROAD, 17.1 M (56.1 FT) WEST OF
 AB4309'CENTERLINE OF DEAD-END/CLOSED ROAD, 19.5 M (64.0 FT) EAST OF THE
 AB4309'WESTERN EDGE OF ASPHALT (SNAPFINGER RD.) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4310 ***********************************************************************
 AB4310  DESIGNATION -  5161
 AB4310  PID         -  AB4310
 AB4310  STATE/COUNTY-  GA/DE KALB
 AB4310  USGS QUAD   -  REDAN (1983)
 AB4310
 AB4310                         *CURRENT SURVEY CONTROL
 AB4310  ___________________________________________________________________
 AB4310* NAD 83(1994)-  33 40 58.75133(N)    084 12 53.59300(W)     ADJUSTED  
 AB4310* NAVD 88     -       270.8    (meters)     888.     (feet)  GPS OBS   
 AB4310  ___________________________________________________________________
 AB4310  X           -     535,542.875 (meters)                     COMP
 AB4310  Y           -  -5,285,981.752 (meters)                     COMP
 AB4310  Z           -   3,517,374.806 (meters)                     COMP
 AB4310  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AB4310  ELLIP HEIGHT-         241.49  (meters)          (09/03/97) GPS OBS
 AB4310  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AB4310
 AB4310  HORZ ORDER  -  FIRST
 AB4310  ELLP ORDER  -  FOURTH    CLASS II
 AB4310
 AB4310.The horizontal coordinates were established by GPS observations
 AB4310.and adjusted by the National Geodetic Survey in September 1997..
 AB4310
 AB4310.The orthometric height was determined by GPS observations and a
 AB4310.high-resolution geoid model.
 AB4310
 AB4310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4310
 AB4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4310
 AB4310.The ellipsoidal height was determined by GPS observations
 AB4310.and is referenced to NAD 83.
 AB4310
 AB4310.The geoid height was determined by GEOID03.
 AB4310
 AB4310;                    North         East     Units Scale Factor Converg.
 AB4310;SPC GA W     -   408,345.259   695,529.146   MT  0.99990025   -0 01 36.3
 AB4310;SPC GA W     - 1,339,712.74  2,281,915.21   sFT  0.99990025   -0 01 36.3
 AB4310;UTM  16      - 3,730,488.931   758,190.085   MT  1.00042190   +1 32 43.7
 AB4310
 AB4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4310!SPC GA W     -   0.99996209  x   0.99990025  =   0.99986234
 AB4310!UTM  16      -   0.99996209  x   1.00042190  =   1.00038397
 AB4310
 AB4310                          SUPERSEDED SURVEY CONTROL
 AB4310
 AB4310  NAD 83(1994)-  33 40 58.75106(N)    084 12 53.59254(W) AD(       ) 1
 AB4310  ELLIP H (06/18/96)  241.51   (m)                       GP(       ) 4 1
 AB4310
 AB4310.Superseded values are not recommended for survey control.
 AB4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4310.See file dsdata.txt to determine how the superseded data were derived.
 AB4310
 AB4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5819030489(NAD 83)
 AB4310_MARKER: A = ALUMINUM MARKER
 AB4310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4310_STAMPING: 5161
 AB4310_MARK LOGO: GA-089
 AB4310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4310+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4310
 AB4310  HISTORY     - Date     Condition        Report By
 AB4310  HISTORY     - 1995     MONUMENTED       MSI
 AB4310
 AB4310                          STATION DESCRIPTION
 AB4310
 AB4310'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4310'TO REACH THE STATION FROM THE INTERSECTION OF FLAT SHOALS PKWY. AND
 AB4310'KELLY CHAPEL RD./DOGWOOD FARM RD., STATION LOCATED IN GRASS TRAFFIC
 AB4310'ISLAND, SOUTHEAST QUADRANT OF INTERSECTION. STATION IS AN ALUMINUM
 AB4310'DISK SET IN A CONCRETE POST STAMPED 5161 AND IS LOCATED 6.60 M (21.65
 AB4310'FT) NORHTEAST OF A WATER VALVE COVER, 4.90 M (16.08 FT) NORTHWEST OF
 AB4310'THE EDGE OF ASPHALT (FLAT SHOALS PKWY.), 6.50 M (21.33 FT) WEST OF A
 AB4310'DO NOT ENTER SIGNPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4311 ***********************************************************************
 AB4311  DESIGNATION -  5162
 AB4311  PID         -  AB4311
 AB4311  STATE/COUNTY-  GA/DE KALB
 AB4311  USGS QUAD   -  REDAN (1983)
 AB4311
 AB4311                         *CURRENT SURVEY CONTROL
 AB4311  ___________________________________________________________________
 AB4311* NAD 83(1994)-  33 40 55.20799(N)    084 11 47.43447(W)     ADJUSTED  
 AB4311* NAVD 88     -       234.1    (meters)     768.     (feet)  GPS OBS   
 AB4311  ___________________________________________________________________
 AB4311  X           -     537,241.338 (meters)                     COMP
 AB4311  Y           -  -5,285,839.570 (meters)                     COMP
 AB4311  Z           -   3,517,263.612 (meters)                     COMP
 AB4311  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AB4311  ELLIP HEIGHT-         204.80  (meters)          (09/03/97) GPS OBS
 AB4311  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AB4311
 AB4311  HORZ ORDER  -  FIRST
 AB4311  ELLP ORDER  -  FOURTH    CLASS II
 AB4311
 AB4311.The horizontal coordinates were established by GPS observations
 AB4311.and adjusted by the National Geodetic Survey in September 1997..
 AB4311
 AB4311.The orthometric height was determined by GPS observations and a
 AB4311.high-resolution geoid model.
 AB4311
 AB4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4311
 AB4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4311
 AB4311.The ellipsoidal height was determined by GPS observations
 AB4311.and is referenced to NAD 83.
 AB4311
 AB4311.The geoid height was determined by GEOID03.
 AB4311
 AB4311;                    North         East     Units Scale Factor Converg.
 AB4311;SPC GA W     -   408,235.456   697,233.015   MT  0.99990009   -0 00 59.6
 AB4311;SPC GA W     - 1,339,352.49  2,287,505.32   sFT  0.99990009   -0 00 59.6
 AB4311;UTM  16      - 3,730,425.883   759,897.224   MT  1.00043281   +1 33 20.3
 AB4311
 AB4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4311!SPC GA W     -   0.99996785  x   0.99990009  =   0.99986794
 AB4311!UTM  16      -   0.99996785  x   1.00043281  =   1.00040065
 AB4311
 AB4311                          SUPERSEDED SURVEY CONTROL
 AB4311
 AB4311  NAD 83(1994)-  33 40 55.20773(N)    084 11 47.43400(W) AD(       ) 1
 AB4311  ELLIP H (06/18/96)  204.81   (m)                       GP(       ) 4 1
 AB4311
 AB4311.Superseded values are not recommended for survey control.
 AB4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4311.See file dsdata.txt to determine how the superseded data were derived.
 AB4311
 AB4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5989730426(NAD 83)
 AB4311_MARKER: A = ALUMINUM MARKER
 AB4311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4311_STAMPING: 5162
 AB4311_MARK LOGO: GA-089
 AB4311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4311+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4311
 AB4311  HISTORY     - Date     Condition        Report By
 AB4311  HISTORY     - 1995     MONUMENTED       MSI
 AB4311
 AB4311                          STATION DESCRIPTION
 AB4311
 AB4311'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4311'TO REACH THE STATION FROM THE INTERSECTION OF SNAPFINGER RD. AND
 AB4311'BROWNS MIL RD., PROCEED NORTH 0.2 MI (0.3 KM) ON SNAPFINGER RD. TO
 AB4311'STATION ON WEST SIDE IN RIGHT-OF-WAY. STATION JUST NORTH OF A SMALL
 AB4311'GRAVEL UTILITY DRIVEWAY ADJACENT TO A GUARDRAIL. STATION IS AN
 AB4311'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5162 AND IS LOCATED 3.70
 AB4311'M (12.14 FT) WEST OF EDGE OF ASPHALT (SNAPFINGER RD.) , 14.30 M (46.92
 AB4311'FT) NORTH OF A FIRE HYDRANT, 24.10 M (79.07 FT) EAST NORTHEAST OF A
 AB4311'POWER POLE WITH METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4312 ***********************************************************************
 AB4312  DESIGNATION -  5164
 AB4312  PID         -  AB4312
 AB4312  STATE/COUNTY-  GA/DE KALB
 AB4312  USGS QUAD   -  REDAN (1983)
 AB4312
 AB4312                         *CURRENT SURVEY CONTROL
 AB4312  ___________________________________________________________________
 AB4312* NAD 83(1994)-  33 39 53.16968(N)    084 13 12.55415(W)     ADJUSTED  
 AB4312* NAVD 88     -       236.4    (meters)     776.     (feet)  GPS OBS   
 AB4312  ___________________________________________________________________
 AB4312  X           -     535,166.896 (meters)                     COMP
 AB4312  Y           -  -5,287,117.130 (meters)                     COMP
 AB4312  Z           -   3,515,674.111 (meters)                     COMP
 AB4312  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AB4312  ELLIP HEIGHT-         207.05  (meters)          (09/03/97) GPS OBS
 AB4312  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AB4312
 AB4312  HORZ ORDER  -  FIRST
 AB4312  ELLP ORDER  -  FOURTH    CLASS II
 AB4312
 AB4312.The horizontal coordinates were established by GPS observations
 AB4312.and adjusted by the National Geodetic Survey in September 1997..
 AB4312
 AB4312.The orthometric height was determined by GPS observations and a
 AB4312.high-resolution geoid model.
 AB4312
 AB4312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4312
 AB4312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4312
 AB4312.The ellipsoidal height was determined by GPS observations
 AB4312.and is referenced to NAD 83.
 AB4312
 AB4312.The geoid height was determined by GEOID03.
 AB4312
 AB4312;                    North         East     Units Scale Factor Converg.
 AB4312;SPC GA W     -   406,325.122   695,039.760   MT  0.99990030   -0 01 46.7
 AB4312;SPC GA W     - 1,333,085.00  2,280,309.61   sFT  0.99990030   -0 01 46.7
 AB4312;UTM  16      - 3,728,455.071   757,756.070   MT  1.00041914   +1 32 30.5
 AB4312
 AB4312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4312!SPC GA W     -   0.99996750  x   0.99990030  =   0.99986780
 AB4312!UTM  16      -   0.99996750  x   1.00041914  =   1.00038662
 AB4312
 AB4312                          SUPERSEDED SURVEY CONTROL
 AB4312
 AB4312  NAD 83(1994)-  33 39 53.16943(N)    084 13 12.55369(W) AD(       ) 1
 AB4312  ELLIP H (06/18/96)  207.07   (m)                       GP(       ) 4 1
 AB4312
 AB4312.Superseded values are not recommended for survey control.
 AB4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4312.See file dsdata.txt to determine how the superseded data were derived.
 AB4312
 AB4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5775628455(NAD 83)
 AB4312_MARKER: A = ALUMINUM MARKER
 AB4312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4312_STAMPING: 5164
 AB4312_MARK LOGO: GA-089
 AB4312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4312+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4312
 AB4312  HISTORY     - Date     Condition        Report By
 AB4312  HISTORY     - 1995     MONUMENTED       MSI
 AB4312
 AB4312                          STATION DESCRIPTION
 AB4312
 AB4312'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4312'TO REACH THE STATION FROM THE INTERSECTION OF FLAT SHOALS RD. AND
 AB4312'FLAKES MILL RD., PROCEED 1.1 MI (1.8 KM) SOUTH ON FLAKES MILL RD. TO
 AB4312'THE ENTRANCE OF SNAPFINGER CREEK ADVANCED WASTEWATER TREATMENT PLANT,
 AB4312'TURN LEFT AND FOLLOW WINDY ENTRANCE ROAD TO TOPOGRAPHIC INFORMATION
 AB4312'SIGN ON RIGHT AND ROAD ON LEFT, TURN LEFT (EAST) AND PROCEED STRAIGHT
 AB4312'ON APPROXIMATELY 300 FT (91.4 M) TO STATION ON RIGHT-HAND-SIDE (SOUTH)
 AB4312'NEXT TO CURB ACROSS FROM SMALL RED BRICK BUILDING. STATION IS AN
 AB4312'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5164 AND IS LOCATED 19.40
 AB4312'M (63.65 FT) WEST OF LIGHT POLE, 0.80 M (2.62 FT) SOUTH OF SOUTHERN
 AB4312'EDGE OF ASPHALT (ACCESS ROAD), 13.60 M (44.62 FT) SOUTH SOUTHEST OF
 AB4312'SOUTHWESTERN CORNER OF BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4313 ***********************************************************************
 AB4313  DESIGNATION -  5168
 AB4313  PID         -  AB4313
 AB4313  STATE/COUNTY-  GA/DE KALB
 AB4313  USGS QUAD   -  REDAN (1983)
 AB4313
 AB4313                         *CURRENT SURVEY CONTROL
 AB4313  ___________________________________________________________________
 AB4313* NAD 83(1994)-  33 39 42.42435(N)    084 07 44.50919(W)     ADJUSTED  
 AB4313* NAVD 88     -       244.0    (meters)     801.     (feet)  GPS OBS   
 AB4313  ___________________________________________________________________
 AB4313  X           -     543,594.311 (meters)                     COMP
 AB4313  Y           -  -5,286,448.250 (meters)                     COMP
 AB4313  Z           -   3,515,402.827 (meters)                     COMP
 AB4313  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AB4313  ELLIP HEIGHT-         214.76  (meters)          (09/03/97) GPS OBS
 AB4313  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AB4313
 AB4313  HORZ ORDER  -  FIRST
 AB4313  ELLP ORDER  -  FOURTH    CLASS II
 AB4313
 AB4313.The horizontal coordinates were established by GPS observations
 AB4313.and adjusted by the National Geodetic Survey in September 1997..
 AB4313
 AB4313.The orthometric height was determined by GPS observations and a
 AB4313.high-resolution geoid model.
 AB4313
 AB4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4313
 AB4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4313
 AB4313.The ellipsoidal height was determined by GPS observations
 AB4313.and is referenced to NAD 83.
 AB4313
 AB4313.The geoid height was determined by GEOID03.
 AB4313
 AB4313;                    North         East     Units Scale Factor Converg.
 AB4313;SPC GA W     -   405,993.442   703,490.395   MT  0.99990015   +0 01 15.1
 AB4313;SPC GA W     - 1,331,996.82  2,308,034.74   sFT  0.99990015   +0 01 15.1
 AB4313;UTM  16      - 3,728,355.207   766,217.243   MT  1.00047381   +1 35 32.2
 AB4313
 AB4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4313!SPC GA W     -   0.99996629  x   0.99990015  =   0.99986644
 AB4313!UTM  16      -   0.99996629  x   1.00047381  =   1.00044008
 AB4313
 AB4313                          SUPERSEDED SURVEY CONTROL
 AB4313
 AB4313  NAD 83(1994)-  33 39 42.42415(N)    084 07 44.50879(W) AD(       ) 1
 AB4313  ELLIP H (06/18/96)  214.78   (m)                       GP(       ) 4 1
 AB4313
 AB4313.Superseded values are not recommended for survey control.
 AB4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4313.See file dsdata.txt to determine how the superseded data were derived.
 AB4313
 AB4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6621728355(NAD 83)
 AB4313_MARKER: A = ALUMINUM MARKER
 AB4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4313_STAMPING: 5168
 AB4313_MARK LOGO: GA-089
 AB4313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4313+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4313
 AB4313  HISTORY     - Date     Condition        Report By
 AB4313  HISTORY     - 1995     MONUMENTED       MSI
 AB4313
 AB4313                          STATION DESCRIPTION
 AB4313
 AB4313'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4313'TO REACH THE STATION FROM THE INTERSECTION OF KLONDIKE RD. AND
 AB4313'N.GODDARD RD., PROCEED WEST ALONG N.GODDARD RD. FOR 0.3 MI (0.5 KM) TO
 AB4313'STATION ON SOUTH SIDE ON FRONT LAWN OF CIVIC 4151. STATION IS AN
 AB4313'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5168 AND IS LOCATED 31.8
 AB4313'FT. SOUTH OF CENTERLINE OF NORTH GODDARD ROAD, 33 FT. EAST NORTHEAST
 AB4313'OF IRON BAR (PROPERTY MARKER), 131 FT (39.9 M) WEST OF TALL PINE
 AB4313'TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1839 ***********************************************************************
 EE1839  DESIGNATION -  517 USDA HEMP TOP MTN LOT 1972
 EE1839  PID         -  EE1839
 EE1839  STATE/COUNTY-  GA/FANNIN
 EE1839  USGS QUAD   -  HEMP TOP (1988)
 EE1839
 EE1839                         *CURRENT SURVEY CONTROL
 EE1839  ___________________________________________________________________
 EE1839* NAD 83(1994)-  34 58 17.63239(N)    084 31 11.40010(W)     ADJUSTED  
 EE1839* NAVD 88     -      1089.     (meters)    3573.     (feet)  SCALED    
 EE1839  ___________________________________________________________________
 EE1839  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 EE1839  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE1839
 EE1839  HORZ ORDER  -  SECOND
 EE1839
 EE1839.The horizontal coordinates were established by classical geodetic methods
 EE1839.and adjusted by the National Geodetic Survey in September 1997..
 EE1839
 EE1839.The orthometric height was scaled from a topographic map.
 EE1839
 EE1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1839
 EE1839.The geoid height was determined by GEOID03.
 EE1839
 EE1839;                    North         East     Units Scale Factor Converg.
 EE1839;SPC GA W     -   551,326.700   667,752.064   MT  0.99991281   -0 12 08.7
 EE1839;SPC GA W     - 1,808,811.01  2,190,783.23   sFT  0.99991281   -0 12 08.7
 EE1839;SPC TN       -    71,835.506   735,171.495   MT  1.00006080   +0 51 59.6
 EE1839;SPC TN       -   235,680.32  2,411,975.15   sFT  1.00006080   +0 51 59.6
 EE1839;UTM  16      - 3,872,699.587   726,422.026   MT  1.00023189   +1 25 19.8
 EE1839
 EE1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1839!SPC GA W     -   0.99983363  x   0.99991281  =   0.99974646
 EE1839!SPC TN       -   0.99983363  x   1.00006080  =   0.99989442
 EE1839!UTM  16      -   0.99983363  x   1.00023189  =   1.00006548
 EE1839
 EE1839                          SUPERSEDED SURVEY CONTROL
 EE1839
 EE1839  NAD 83(1994)-  34 58 17.63628(N)    084 31 11.40574(W) AD(       ) 2
 EE1839  NAD 83(1986)-  34 58 17.63618(N)    084 31 11.40560(W) AD(       ) 2
 EE1839  NAD 27      -  34 58 17.34879(N)    084 31 11.66506(W) AD(       ) 2
 EE1839
 EE1839.Superseded values are not recommended for survey control.
 EE1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1839.See file dsdata.txt to determine how the superseded data were derived.
 EE1839
 EE1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2642272700(NAD 83)
 EE1839_MARKER: DD = SURVEY DISK
 EE1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1839+STABILITY: SURFACE MOTION
 EE1839
 EE1839  HISTORY     - Date     Condition        Report By
 EE1839  HISTORY     - 1972     MONUMENTED       USDA
 EE1839
 EE1839                          STATION DESCRIPTION
 EE1839
 EE1839'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1972 (JLC)
 EE1839'NOT OBSERVED.
 EE1839'
 EE1839'THE STATION IS LOCATED ABOUT 20.5 MILES NORTHEAST OF CHATSWORTH,
 EE1839'14 MILES NORTHWEST OF BLUE RIDGE AND 1.25 MILES SOUTH OF THE
 EE1839'TENNESSEE-GEORGIA STATE LINE.  IT IS ON U.S. GOVERNMENT PROPERTY,
 EE1839'CHATTAHOOCHEE NATIONAL FOREST, AT THE SITE OF THE HEMP TOP
 EE1839'MOUNTAIN LOOKOUT TOWER.
 EE1839'
 EE1839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 2
 EE1839'ABOUT 4 MILES NORTHWEST OF BLUE RIDGE, GO WESTERLY ON HIGHWAY 2
 EE1839'FOR 5.1 MILES TO A SIDE ROAD IN THE VILLAGE OF HIGDON.  (STATE
 EE1839'HIGHWAY 2 GOES LEFT AND A PAVED ROAD GOES STRAIGHT AHEAD).  TURN
 EE1839'LEFT AND GO WESTERLY ON HIGHWAY 2 FOR 5.2 MILES TO A CROSSROAD
 EE1839'AND SIGN TUMBLING CREEK.  TURN SHARP RIGHT AND GO NORTHERLY ON A
 EE1839'DIRT ROAD FOR 3.3 MILES TO A CROSSROAD AND SIGN HEMP TOP TOWER.
 EE1839'CONTINUE AHEAD, NORTHERLY, ON A DIRT ROAD FOR 4 MILES TO THE END OF
 EE1839'THE ROAD AT THE HEMP TOP MOUNTAIN LOOKOUT TOWER AND THE
 EE1839'STATION.
 EE1839'
 EE1839'THE STATION MARK, A U.S. DEPARTMENT OF AGRICULTURE DISK STAMPED
 EE1839'517 1934, SET IN THE TOP OF A 3-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1839'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS IN THE
 EE1839'CENTER OF THE FOUR LEGS OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4315 ***********************************************************************
 AB4315  DESIGNATION -  5170
 AB4315  PID         -  AB4315
 AB4315  STATE/COUNTY-  GA/DE KALB
 AB4315  USGS QUAD   -  REDAN (1983)
 AB4315
 AB4315                         *CURRENT SURVEY CONTROL
 AB4315  ___________________________________________________________________
 AB4315* NAD 83(1994)-  33 39 19.73209(N)    084 12 48.26069(W)     ADJUSTED  
 AB4315* NAVD 88     -       252.9    (meters)     830.     (feet)  GPS OBS   
 AB4315  ___________________________________________________________________
 AB4315  X           -     535,848.562 (meters)                     COMP
 AB4315  Y           -  -5,287,635.905 (meters)                     COMP
 AB4315  Z           -   3,514,825.777 (meters)                     COMP
 AB4315  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AB4315  ELLIP HEIGHT-         223.62  (meters)          (09/03/97) GPS OBS
 AB4315  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AB4315
 AB4315  HORZ ORDER  -  FIRST
 AB4315  ELLP ORDER  -  FOURTH    CLASS II
 AB4315
 AB4315.The horizontal coordinates were established by GPS observations
 AB4315.and adjusted by the National Geodetic Survey in September 1997..
 AB4315
 AB4315.The orthometric height was determined by GPS observations and a
 AB4315.high-resolution geoid model.
 AB4315
 AB4315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4315
 AB4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4315
 AB4315.The ellipsoidal height was determined by GPS observations
 AB4315.and is referenced to NAD 83.
 AB4315
 AB4315.The geoid height was determined by GEOID03.
 AB4315
 AB4315;                    North         East     Units Scale Factor Converg.
 AB4315;SPC GA W     -   405,294.706   695,665.100   MT  0.99990023   -0 01 33.2
 AB4315;SPC GA W     - 1,329,704.38  2,282,361.25   sFT  0.99990023   -0 01 33.2
 AB4315;UTM  16      - 3,727,441.663   758,409.769   MT  1.00042331   +1 32 42.6
 AB4315
 AB4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4315!SPC GA W     -   0.99996490  x   0.99990023  =   0.99986513
 AB4315!UTM  16      -   0.99996490  x   1.00042331  =   1.00038819
 AB4315
 AB4315                          SUPERSEDED SURVEY CONTROL
 AB4315
 AB4315  NAD 83(1994)-  33 39 19.73185(N)    084 12 48.26024(W) AD(       ) 1
 AB4315  ELLIP H (06/18/96)  223.64   (m)                       GP(       ) 4 1
 AB4315
 AB4315.Superseded values are not recommended for survey control.
 AB4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4315.See file dsdata.txt to determine how the superseded data were derived.
 AB4315
 AB4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5841027442(NAD 83)
 AB4315_MARKER: A = ALUMINUM MARKER
 AB4315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4315_STAMPING: 5170
 AB4315_MARK LOGO: GA-089
 AB4315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4315+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4315
 AB4315  HISTORY     - Date     Condition        Report By
 AB4315  HISTORY     - 1995     MONUMENTED       MSI
 AB4315
 AB4315                          STATION DESCRIPTION
 AB4315
 AB4315'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4315'TO REACH THE STATION FROM THE INTERSECTION OF FLAKES MILL RD. AND
 AB4315'RIVER RD., PROCEED EAST FOR 1.0 MI (1.6 KM) ON RIVER RD. TO STATION ON
 AB4315'SOUTH SIDE OF RIVER RD. IN BOULEVARD AT WEST ENTRANCE OF MATHEWS
 AB4315'SCHOOL AND FAITH BAPTIST CHURCH. STATION IS AN ALUMINUM DISK SET IN A
 AB4315'CONCRETE POST STAMPED 5170 AND IS LOCATED 15.50 M (50.85 FT) SOUTH OF
 AB4315'CENTERLINE OF RIVER RD., 21.60 M (70.87 FT) WEST NORTHWEST OF A LARGE
 AB4315'PINE TREE, 28.90 M (94.82 FT) SOUTHEAST OF POWER POLE NUMBER 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4317 ***********************************************************************
 AB4317  DESIGNATION -  5172
 AB4317  PID         -  AB4317
 AB4317  STATE/COUNTY-  GA/DE KALB
 AB4317  USGS QUAD   -  REDAN (1983)
 AB4317
 AB4317                         *CURRENT SURVEY CONTROL
 AB4317  ___________________________________________________________________
 AB4317* NAD 83(1994)-  33 39 05.38226(N)    084 07 32.39644(W)     ADJUSTED  
 AB4317* NAVD 88     -       244.0    (meters)     801.     (feet)  GPS OBS   
 AB4317  ___________________________________________________________________
 AB4317  X           -     543,969.491 (meters)                     COMP
 AB4317  Y           -  -5,287,045.535 (meters)                     COMP
 AB4317  Z           -   3,514,452.838 (meters)                     COMP
 AB4317  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AB4317  ELLIP HEIGHT-         214.77  (meters)          (09/03/97) GPS OBS
 AB4317  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AB4317
 AB4317  HORZ ORDER  -  FIRST
 AB4317  ELLP ORDER  -  FOURTH    CLASS II
 AB4317
 AB4317.The horizontal coordinates were established by GPS observations
 AB4317.and adjusted by the National Geodetic Survey in September 1997..
 AB4317
 AB4317.The orthometric height was determined by GPS observations and a
 AB4317.high-resolution geoid model.
 AB4317
 AB4317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4317
 AB4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4317
 AB4317.The ellipsoidal height was determined by GPS observations
 AB4317.and is referenced to NAD 83.
 AB4317
 AB4317.The geoid height was determined by GEOID03.
 AB4317
 AB4317;                    North         East     Units Scale Factor Converg.
 AB4317;SPC GA W     -   404,852.406   703,802.886   MT  0.99990018   +0 01 21.8
 AB4317;SPC GA W     - 1,328,253.27  2,309,059.97   sFT  0.99990018   +0 01 21.8
 AB4317;UTM  16      - 3,727,222.517   766,561.100   MT  1.00047607   +1 35 37.4
 AB4317
 AB4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4317!SPC GA W     -   0.99996628  x   0.99990018  =   0.99986647
 AB4317!UTM  16      -   0.99996628  x   1.00047607  =   1.00044234
 AB4317
 AB4317                          SUPERSEDED SURVEY CONTROL
 AB4317
 AB4317  NAD 83(1994)-  33 39 05.38203(N)    084 07 32.39602(W) AD(       ) 1
 AB4317  ELLIP H (06/18/96)  214.79   (m)                       GP(       ) 4 1
 AB4317
 AB4317.Superseded values are not recommended for survey control.
 AB4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4317.See file dsdata.txt to determine how the superseded data were derived.
 AB4317
 AB4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6656127223(NAD 83)
 AB4317_MARKER: A = ALUMINUM MARKER
 AB4317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4317_STAMPING: 5172
 AB4317_MARK LOGO: GA-089
 AB4317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4317+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 AB4317
 AB4317  HISTORY     - Date     Condition        Report By
 AB4317  HISTORY     - 1995     MONUMENTED       MSI
 AB4317  HISTORY     - 20050308 GOOD             GADT
 AB4317
 AB4317                          STATION DESCRIPTION
 AB4317
 AB4317'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4317'TO REACH THE STATION FROM THE INTERSECTION OF KLONDIKE RD. AND SOUTH
 AB4317'GODDARD RD., PROCEED WEST ON SOUTH GODDARD ROAD FOR APPROXIMATELY 150
 AB4317'FT. TO STATION ON SOUTH SIDE OF SOUTH GODDARD RD. STATION IS AN
 AB4317'ALUMINUM DISK SET IN A CONCRETE POST STAMPED 5172 AND IS LOCATED 34.0
 AB4317'M (111.5 FT) WEST OF A SOUTHERN BELL DISTRIBUTION BOX, 8.60 M (28.22
 AB4317'FT) SOUTH OF SOUTHERN EDGE OF ASPHALT (S.GODDARD RD.), 21.40 M (70.21
 AB4317'FT) EAST OF A POWER POLE.
 AB4317
 AB4317                          STATION RECOVERY (2005)
 AB4317
 AB4317'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 AB4317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4318 ***********************************************************************
 AB4318  DESIGNATION -  5175
 AB4318  PID         -  AB4318
 AB4318  STATE/COUNTY-  GA/DE KALB
 AB4318  USGS QUAD   -  REDAN (1983)
 AB4318
 AB4318                         *CURRENT SURVEY CONTROL
 AB4318  ___________________________________________________________________
 AB4318* NAD 83(1994)-  33 38 18.75200(N)    084 07 44.88482(W)     ADJUSTED  
 AB4318* NAVD 88     -       239.1    (meters)     784.     (feet)  GPS OBS   
 AB4318  ___________________________________________________________________
 AB4318  X           -     543,730.386 (meters)                     COMP
 AB4318  Y           -  -5,287,866.214 (meters)                     COMP
 AB4318  Z           -   3,513,254.052 (meters)                     COMP
 AB4318  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AB4318  ELLIP HEIGHT-         209.84  (meters)          (09/03/97) GPS OBS
 AB4318  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AB4318
 AB4318  HORZ ORDER  -  FIRST
 AB4318  ELLP ORDER  -  FOURTH    CLASS II
 AB4318
 AB4318.The horizontal coordinates were established by GPS observations
 AB4318.and adjusted by the National Geodetic Survey in September 1997..
 AB4318
 AB4318.The orthometric height was determined by GPS observations and a
 AB4318.high-resolution geoid model.
 AB4318
 AB4318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4318
 AB4318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4318
 AB4318.The ellipsoidal height was determined by GPS observations
 AB4318.and is referenced to NAD 83.
 AB4318
 AB4318.The geoid height was determined by GEOID03.
 AB4318
 AB4318;                    North         East     Units Scale Factor Converg.
 AB4318;SPC GA W     -   403,415.749   703,481.654   MT  0.99990015   +0 01 14.8
 AB4318;SPC GA W     - 1,323,539.84  2,308,006.06   sFT  0.99990015   +0 01 14.8
 AB4318;UTM  16      - 3,725,776.764   766,279.207   MT  1.00047422   +1 35 28.5
 AB4318
 AB4318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4318!SPC GA W     -   0.99996706  x   0.99990015  =   0.99986721
 AB4318!UTM  16      -   0.99996706  x   1.00047422  =   1.00044126
 AB4318
 AB4318                          SUPERSEDED SURVEY CONTROL
 AB4318
 AB4318  NAD 83(1994)-  33 38 18.75177(N)    084 07 44.88440(W) AD(       ) 1
 AB4318  ELLIP H (06/18/96)  209.86   (m)                       GP(       ) 4 1
 AB4318
 AB4318.Superseded values are not recommended for survey control.
 AB4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4318.See file dsdata.txt to determine how the superseded data were derived.
 AB4318
 AB4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6627925777(NAD 83)
 AB4318_MARKER: DD = SURVEY DISK
 AB4318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4318_STAMPING: 5175
 AB4318_MARK LOGO: GA-089
 AB4318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4318+STABILITY: SURFACE MOTION
 AB4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4318+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4318
 AB4318  HISTORY     - Date     Condition        Report By
 AB4318  HISTORY     - 1995     MONUMENTED       MSI
 AB4318  HISTORY     - 19970117 GOOD             MSI
 AB4318
 AB4318                          STATION DESCRIPTION
 AB4318
 AB4318'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4318'TO REACH THE STATION FROM THE INTERSECTION OF BROWNS MILL RD. AND
 AB4318'KLONDIKE RD., PROCEED SOUTH ON KLONDIKE RD. FOR 0.5 MI (0.8 KM) TO THE
 AB4318'ENTRANCE OF A GEORGIA POWER SUBSTATION ON THE EAST SIDE, PROCEED TO
 AB4318'STATION JUST BEHIND A CHAINLINK FENCE ON THE NORTH SIDE OF THE ACCESS
 AB4318'ROAD TO THE SAID SUBSTATION. STATION IS AN ALUMINUM DISK SET IN A
 AB4318'CONCRETE POST STAMPED 5175 AND IS LOCATED 5.78 M (18.96 FT) EAST
 AB4318'SOUTHEAST OF CHAINLINK FENCE, 8.61 M (28.25 FT) NORTHEAST OF CORNER OF
 AB4318'CHAINLINK FENCE, 26.56 M (87.14 FT) SOUTH SOUTHWEST OF TELEPHONE POLE
 AB4318'NUMBER 100, 17.28 M (56.69 FT) EAST SOUTHEAST OF CENTERLINE KLONDIKE
 AB4318'RD., 19.3 M (63.3 FT) NORTH OF CENTERLINE OF ACCESS ROAD.
 AB4318
 AB4318                          STATION RECOVERY (1997)
 AB4318
 AB4318'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AB4318'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4320 ***********************************************************************
 AB4320  DESIGNATION -  5184
 AB4320  PID         -  AB4320
 AB4320  STATE/COUNTY-  GA/DE KALB
 AB4320  USGS QUAD   -  CONYERS (1982)
 AB4320
 AB4320                         *CURRENT SURVEY CONTROL
 AB4320  ___________________________________________________________________
 AB4320* NAD 83(1994)-  33 43 23.29992(N)    084 06 27.78833(W)     ADJUSTED  
 AB4320* NAVD 88     -       292.3    (meters)     959.     (feet)  GPS OBS   
 AB4320  ___________________________________________________________________
 AB4320  X           -     545,177.148 (meters)                     COMP
 AB4320  Y           -  -5,282,530.357 (meters)                     COMP
 AB4320  Z           -   3,521,091.956 (meters)                     COMP
 AB4320  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AB4320  ELLIP HEIGHT-         263.04  (meters)          (09/03/97) GPS OBS
 AB4320  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AB4320
 AB4320  HORZ ORDER  -  FIRST
 AB4320  ELLP ORDER  -  FOURTH    CLASS II
 AB4320
 AB4320.The horizontal coordinates were established by GPS observations
 AB4320.and adjusted by the National Geodetic Survey in September 1997..
 AB4320
 AB4320.The orthometric height was determined by GPS observations and a
 AB4320.high-resolution geoid model.
 AB4320
 AB4320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4320
 AB4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4320
 AB4320.The ellipsoidal height was determined by GPS observations
 AB4320.and is referenced to NAD 83.
 AB4320
 AB4320.The geoid height was determined by GEOID03.
 AB4320
 AB4320;                    North         East     Units Scale Factor Converg.
 AB4320;SPC GA W     -   412,798.914   705,462.928   MT  0.99990037   +0 01 57.8
 AB4320;SPC GA W     - 1,354,324.44  2,314,506.29   sFT  0.99990037   +0 01 57.8
 AB4320;UTM  16      - 3,735,216.226   768,003.288   MT  1.00048557   +1 36 24.1
 AB4320
 AB4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4320!SPC GA W     -   0.99995871  x   0.99990037  =   0.99985908
 AB4320!UTM  16      -   0.99995871  x   1.00048557  =   1.00044426
 AB4320
 AB4320                          SUPERSEDED SURVEY CONTROL
 AB4320
 AB4320  NAD 83(1994)-  33 43 23.29965(N)    084 06 27.78781(W) AD(       ) 1
 AB4320  ELLIP H (06/18/96)  263.06   (m)                       GP(       ) 4 1
 AB4320
 AB4320.Superseded values are not recommended for survey control.
 AB4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4320.See file dsdata.txt to determine how the superseded data were derived.
 AB4320
 AB4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6800335216(NAD 83)
 AB4320_MARKER: A = ALUMINUM MARKER
 AB4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4320_STAMPING: 5184
 AB4320_MARK LOGO: GA-089
 AB4320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4320+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4320
 AB4320  HISTORY     - Date     Condition        Report By
 AB4320  HISTORY     - 1995     MONUMENTED       MSI
 AB4320
 AB4320                          STATION DESCRIPTION
 AB4320
 AB4320'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4320'TO REACH THE STATION FROM THE INTERSECTION OF MAX CLELAND BLVD. AND
 AB4320'CENTER ST., PROCEED NORTHERLY ON CENTER ST., WHICH BECOMES ROGERS LAKE
 AB4320'RD., FOR 0.6 MI (1.0 KM) TO STATION ON WEST SIDE JUST SOUTH OF
 AB4320'RAILROAD TRACKS. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST
 AB4320'STAMPED 5184 AND IS LOCATED 18.1 M (59.4 FT) SOUTHWSET OF A RAILROAD
 AB4320'CROSSING SIGN, 7.60 M (24.93 FT) WEST OF CENTERLINE OF ROGERS LAKE
 AB4320'RD., 6.65 M (21.82 FT) SOUTHEAST OF SOUTHERN RAIL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4321 ***********************************************************************
 AB4321  DESIGNATION -  5188
 AB4321  PID         -  AB4321
 AB4321  STATE/COUNTY-  GA/ROCKDALE
 AB4321  USGS QUAD   -  CONYERS (1982)
 AB4321
 AB4321                         *CURRENT SURVEY CONTROL
 AB4321  ___________________________________________________________________
 AB4321* NAD 83(1994)-  33 41 32.88789(N)    084 04 28.12866(W)     ADJUSTED  
 AB4321* NAVD 88     -       271.4    (meters)     890.     (feet)  GPS OBS   
 AB4321  ___________________________________________________________________
 AB4321  X           -     548,434.700 (meters)                     COMP
 AB4321  Y           -  -5,284,073.762 (meters)                     COMP
 AB4321  Z           -   3,518,250.337 (meters)                     COMP
 AB4321  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AB4321  ELLIP HEIGHT-         242.14  (meters)          (09/03/97) GPS OBS
 AB4321  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AB4321
 AB4321  HORZ ORDER  -  FIRST
 AB4321  ELLP ORDER  -  FOURTH    CLASS II
 AB4321
 AB4321.The horizontal coordinates were established by GPS observations
 AB4321.and adjusted by the National Geodetic Survey in September 1997..
 AB4321
 AB4321.The orthometric height was determined by GPS observations and a
 AB4321.high-resolution geoid model.
 AB4321
 AB4321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4321
 AB4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4321
 AB4321.The ellipsoidal height was determined by GPS observations
 AB4321.and is referenced to NAD 83.
 AB4321
 AB4321.The geoid height was determined by GEOID03.
 AB4321
 AB4321;                    North         East     Units Scale Factor Converg.
 AB4321;SPC GA W     -   409,399.679   708,546.343   MT  0.99990090   +0 03 04.1
 AB4321;SPC GA W     - 1,343,172.11  2,324,622.46   sFT  0.99990090   +0 03 04.1
 AB4321;UTM  16      - 3,731,900.960   771,180.765   MT  1.00050670   +1 37 26.0
 AB4321;UTM  17      - 3,732,302.538   215,006.360   MT  1.00060143   -1 42 24.0
 AB4321
 AB4321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4321!SPC GA W     -   0.99996199  x   0.99990090  =   0.99986289
 AB4321!UTM  16      -   0.99996199  x   1.00050670  =   1.00046867
 AB4321!UTM  17      -   0.99996199  x   1.00060143  =   1.00056340
 AB4321
 AB4321                          SUPERSEDED SURVEY CONTROL
 AB4321
 AB4321  NAD 83(1994)-  33 41 32.88763(N)    084 04 28.12817(W) AD(       ) 1
 AB4321  ELLIP H (06/18/96)  242.16   (m)                       GP(       ) 4 1
 AB4321
 AB4321.Superseded values are not recommended for survey control.
 AB4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4321.See file dsdata.txt to determine how the superseded data were derived.
 AB4321
 AB4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7118131901(NAD 83)
 AB4321_MARKER: A = ALUMINUM MARKER
 AB4321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4321_STAMPING: 5188
 AB4321_MARK LOGO: GA-089
 AB4321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4321+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4321
 AB4321  HISTORY     - Date     Condition        Report By
 AB4321  HISTORY     - 1995     MONUMENTED       MSI
 AB4321
 AB4321                          STATION DESCRIPTION
 AB4321
 AB4321'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4321'TO REACH THE STATION FROM I-20 EXIT-39, PROCEED SOUTH ON TURNER HILL
 AB4321'RD. FOR 0.5 MI (0.8 KM) TO MALL PKWY., PROCEED EAST ON MALL PKWY. FOR
 AB4321'1.1 MI (1.8 KM) TO STATION ON RIGHT-HAND-SIDE. STATION IS AN ALUMINUM
 AB4321'DISK SET IN A CONCRETE POST STAMPED 5188 AND IS LOCATED 2.48 M (8.14
 AB4321'FT) NORTHWEST OF END OF GUARDRAIL, 7.32 M (24.02 FT) SOUTHWEST OF
 AB4321'CENTERLINE OF MALL PKWY., 2.10 M (6.89 FT) SW OF ROAD SIGN SPEED
 AB4321'CHECKED BY RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6973 ***********************************************************************
 AB6973  DESIGNATION -  519 DSC
 AB6973  PID         -  AB6973
 AB6973  STATE/COUNTY-  GA/DOUGHERTY
 AB6973  USGS QUAD   -  PUTNEY (1988)
 AB6973
 AB6973                         *CURRENT SURVEY CONTROL
 AB6973  ___________________________________________________________________
 AB6973* NAD 83(1986)-  31 27 43.     (N)    084 01 12.     (W)     SCALED    
 AB6973* NAVD 88     -        76.788  (meters)     251.93   (feet)  ADJUSTED  
 AB6973  ___________________________________________________________________
 AB6973  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB6973  DYNAMIC HT  -          76.694 (meters)     251.62  (feet)  COMP
 AB6973  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 AB6973
 AB6973  VERT ORDER  -  SECOND    CLASS II
 AB6973
 AB6973.The horizontal coordinates were scaled from a topographic map and have
 AB6973.an estimated accuracy of +/- 6 seconds.
 AB6973
 AB6973.The orthometric height was determined by differential leveling
 AB6973.and adjusted by the National Geodetic Survey in November 1996..
 AB6973
 AB6973.The geoid height was determined by GEOID03.
 AB6973
 AB6973.The dynamic height is computed by dividing the NAVD 88
 AB6973.geopotential number by the normal gravity value computed on the
 AB6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6973.degrees latitude (g = 980.6199 gals.).
 AB6973
 AB6973.The modeled gravity was interpolated from observed gravity values.
 AB6973
 AB6973;                    North         East    Units  Estimated Accuracy
 AB6973;SPC GA W     -   162,070.      713,940.      MT  (+/- 180 meters Scaled)
 AB6973
 AB6973                          SUPERSEDED SURVEY CONTROL
 AB6973
 AB6973.No superseded survey control is available for this station.
 AB6973
 AB6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV831846(NAD 83)
 AB6973_MARKER: A = ALUMINUM MARKER
 AB6973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6973_SP_SET: HEADWALL
 AB6973_STAMPING: 519 DSC 1988
 AB6973_MARK LOGO: ALBDOU
 AB6973_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6973
 AB6973  HISTORY     - Date     Condition        Report By
 AB6973  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB6973  HISTORY     - 19900301 GOOD             HOBBS
 AB6973
 AB6973                          STATION DESCRIPTION
 AB6973
 AB6973'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB6973'MARK IS ABOUT 11.5 MILES (18.5 KM) SE OF DOWNTOWN ALBANY IN SE
 AB6973'DOUGHERTY COUNTY, 5.8 MILES (9.3 KM) EAST OF US 19 ALONG NELMS ROAD,
 AB6973'2.5 MI (4.0 KM) EAST ON NELMS ROAD FROM GRAVEL HILL ROAD, ON RIGHT,
 AB6973'0.1 MILE (0.2 KM) WEST OF PERCY HATCHER RD TO SOUTH, IN TOP OF WEST
 AB6973'END OF SOUTH HEADWALL, 25 FT (7.6 M) NORTH OF BARBED WIRE FENCE, 22 FT
 AB6973'(6.7 M) SOUTH OF NELMS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1155 ***********************************************************************
 BS1155  DESIGNATION -  52 MEA
 BS1155  PID         -  BS1155
 BS1155  STATE/COUNTY-  GA/BERRIEN
 BS1155  USGS QUAD   -  ALAPAHA (1977)
 BS1155
 BS1155                         *CURRENT SURVEY CONTROL
 BS1155  ___________________________________________________________________
 BS1155* NAD 83(1986)-  31 23 17.     (N)    083 13 37.     (W)     SCALED    
 BS1155* NAVD 88     -        88.115  (meters)     289.09   (feet)  ADJUSTED  
 BS1155  ___________________________________________________________________
 BS1155  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BS1155  DYNAMIC HT  -          88.010 (meters)     288.75  (feet)  COMP
 BS1155  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 BS1155
 BS1155  VERT ORDER  -  FIRST     CLASS I
 BS1155
 BS1155.The horizontal coordinates were scaled from a topographic map and have
 BS1155.an estimated accuracy of +/- 6 seconds.
 BS1155
 BS1155.The orthometric height was determined by differential leveling
 BS1155.and adjusted by the National Geodetic Survey in June 1991..
 BS1155
 BS1155.The geoid height was determined by GEOID03.
 BS1155
 BS1155.The dynamic height is computed by dividing the NAVD 88
 BS1155.geopotential number by the normal gravity value computed on the
 BS1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1155.degrees latitude (g = 980.6199 gals.).
 BS1155
 BS1155.The modeled gravity was interpolated from observed gravity values.
 BS1155
 BS1155;                    North         East    Units  Estimated Accuracy
 BS1155;SPC GA W     -   154,250.      789,380.      MT  (+/- 180 meters Scaled)
 BS1155
 BS1155                          SUPERSEDED SURVEY CONTROL
 BS1155
 BS1155  NGVD 29 (??/??/92)   88.326  (m)          289.78   (f) ADJ UNCH    1 1
 BS1155
 BS1155.Superseded values are not recommended for survey control.
 BS1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1155.See file dsdata.txt to determine how the superseded data were derived.
 BS1155
 BS1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ882747(NAD 83)
 BS1155_MARKER: DD = SURVEY DISK
 BS1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1155_SP_SET: CULVERT
 BS1155_STAMPING: 52 MEA 1972 290
 BS1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1155
 BS1155  HISTORY     - Date     Condition        Report By
 BS1155  HISTORY     - 1972     MONUMENTED       USGS
 BS1155  HISTORY     - 1974     GOOD             NGS
 BS1155
 BS1155                          STATION DESCRIPTION
 BS1155
 BS1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1155'0.4 MI NW FROM ALAPAHA.
 BS1155'THE POST OFFICE AT ALAPAHA, TO THE JUNCTION OF U.S. HIGHWAY 82,
 BS1155'THENCE 0.1 MILE NORTHWEST ALONG U.S. HIGHWAY 82, 23 FEET NORTHEAST
 BS1155'OF CENTER LINE OF U.S. HIGHWAY 82, SET IN TOP OF THE CENTER OF THE
 BS1155'NORTHEAST CONCRETE HEADWALL OF A 5 FOOT CONCRETE CULVERT UNDER
 BS1155'THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1742 ***********************************************************************
 BS1742  DESIGNATION -  52 NDS
 BS1742  PID         -  BS1742
 BS1742  STATE/COUNTY-  GA/DOUGHERTY
 BS1742  USGS QUAD   -  ACREE (1988)
 BS1742
 BS1742                         *CURRENT SURVEY CONTROL
 BS1742  ___________________________________________________________________
 BS1742* NAD 83(1994)-  31 35 52.64683(N)    083 59 56.22255(W)     ADJUSTED  
 BS1742* NAVD 88     -        74.035  (meters)     242.90   (feet)  ADJUSTED  
 BS1742  ___________________________________________________________________
 BS1742  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BS1742  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BS1742  DYNAMIC HT  -          73.946 (meters)     242.60  (feet)  COMP
 BS1742  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 BS1742
 BS1742  HORZ ORDER  -  SECOND
 BS1742  VERT ORDER  -  SECOND    CLASS II
 BS1742
 BS1742.The horizontal coordinates were established by classical geodetic methods
 BS1742.and adjusted by the National Geodetic Survey in September 1997..
 BS1742.No horizontal observational check was made to the station.
 BS1742
 BS1742.The orthometric height was determined by differential leveling
 BS1742.and adjusted by the National Geodetic Survey in November 1996..
 BS1742
 BS1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1742
 BS1742.The geoid height was determined by GEOID03.
 BS1742
 BS1742.The dynamic height is computed by dividing the NAVD 88
 BS1742.geopotential number by the normal gravity value computed on the
 BS1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1742.degrees latitude (g = 980.6199 gals.).
 BS1742
 BS1742.The modeled gravity was interpolated from observed gravity values.
 BS1742
 BS1742;                    North         East     Units Scale Factor Converg.
 BS1742;SPC GA W     -   177,153.721   715,915.189   MT  0.99990312   +0 05 16.4
 BS1742;SPC GA W     -   581,211.83  2,348,798.42   sFT  0.99990312   +0 05 16.4
 BS1742;UTM  17      - 3,499,777.839   215,444.998   MT  1.00059880   -1 34 20.5
 BS1742;UTM  16      - 3,499,783.309   784,754.209   MT  1.00060020   +1 34 24.5
 BS1742
 BS1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1742!SPC GA W     -   0.99999262  x   0.99990312  =   0.99989574
 BS1742!UTM  17      -   0.99999262  x   1.00059880  =   1.00059141
 BS1742!UTM  16      -   0.99999262  x   1.00060020  =   1.00059281
 BS1742
 BS1742                          SUPERSEDED SURVEY CONTROL
 BS1742
 BS1742  NAD 83(1986)-  31 35 52.65285(N)    083 59 56.22862(W) AD(       ) 2
 BS1742
 BS1742.Superseded values are not recommended for survey control.
 BS1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1742.See file dsdata.txt to determine how the superseded data were derived.
 BS1742
 BS1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1544599778(NAD 83)
 BS1742_MARKER: A = ALUMINUM MARKER
 BS1742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BS1742_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BS1742_STAMPING: 52 NDS 1987
 BS1742_MARK LOGO: ALBDOU
 BS1742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BS1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1742+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BS1742
 BS1742  HISTORY     - Date     Condition        Report By
 BS1742  HISTORY     - 1987     MONUMENTED       ALBDOU
 BS1742  HISTORY     - 19900301 GOOD             HOBBS
 BS1742
 BS1742                          STATION DESCRIPTION
 BS1742
 BS1742'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BS1742'MARK LOCATED IN NORTHEAST DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH
 BS1742'MARK FOR GPS STATION---G 51 NDS 1987.
 BS1742'TO REACH MARK FROM JUNCTION OF CORDELLE ROAD (STATE HIGHWAY 300) AND
 BS1742'HARRIS ROAD, GO EAST ON HARRIS ROAD FOR 1.6 MI (2.57 KM) TO MARK ON
 BS1742'NORTH SIDE OF ROAD.
 BS1742'MARK IS 34.7 FT (10.58 M) NORTH OF CENTERLINE OF HARRIS ROAD, 22.1 FT
 BS1742'(6.74 M) SOUTH OF A FENCE, 32.8 FT (10.00 M) WEST OF POST WITH STOP
 BS1742'SIGN.
 BS1742'MARK SET ATOP ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A
 BS1742'CAST IRON WATER VALVE BOX WITH LID, LID BEING 0.6 FT (0.18 M) BELOW
 BS1742'GROUND SURFACE.
 BS1742
 BS1742                          STATION RECOVERY (1990)
 BS1742
 BS1742'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BS1742'MARK IS ABOUT 7.5 MILES (12.1 KM) ENE OF DOWNTOWN ALBANY IN NE
 BS1742'DOUGHERTY COUNTY, AZIMUTH MARK FOR G 51 NDS 1987.  TO REACH FROM THE
 BS1742'JUNCTION OF CORDELE ROAD (STATE ROUTE 300) AND HARRIS ROAD, WHICH IS
 BS1742'ABOUT 4 MILES (6.4 KM) SW ALONG SR 300 FROM CRISP-DOUGHERTY COUNTY
 BS1742'LINE AND 3 MILES (4.8 KM) NE ALONG SAME FROM SR 62 CLARK AVE AND SE
 BS1742'CORNER OF MILLER BREWING PLANT, GO SE AND EAST ON HARRIS ROAD FOR 2.95
 BS1742'MILES (4.75 KM) TO MARK ON THE LEFT.  TO REACH FROM THE JUNCTION OF
 BS1742'HILL AND COUNTY LINE ROADS, GO NORTH ON COUNTY LINE FOR 1.4 MILES (2.3
 BS1742'KM) TO MARK ON THE RIGHT ABOUT 200 FT (61.0 M) WEST OF WEST LINE OF MT
 BS1742'HOLDER BAPTIST CHURCH, ON OUTSIDE OF CURVE WITH TANGENTS SOUTH AND
 BS1742'WEST, ABOUT 300 FT (91.4 M) EAST OF WEST END OF CURVE, 34.7 FT (10.6
 BS1742'M) NORTH OF HARRIS ROAD, 22.1 FT (6.7 M) SOUTH OF A FENCE, 32.8 FT
 BS1742'(10.0 M) WEST OF POST WITH STOP SIGN, DISK ON ALUMINUM ALLOY ROD
 BS1742'DRIVEN TO REFUSAL AND ENCASED IN A CAST IRON WATER VALVE BOX WITH LID,
 BS1742'LID BEING 0.6 FT (18.3 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6974 ***********************************************************************
 AB6974  DESIGNATION -  520 DSC
 AB6974  PID         -  AB6974
 AB6974  STATE/COUNTY-  GA/DOUGHERTY
 AB6974  USGS QUAD   -  PUTNEY (1988)
 AB6974
 AB6974                         *CURRENT SURVEY CONTROL
 AB6974  ___________________________________________________________________
 AB6974* NAD 83(1986)-  31 27 43.     (N)    084 01 59.     (W)     SCALED    
 AB6974* NAVD 88     -        75.996  (meters)     249.33   (feet)  ADJUSTED  
 AB6974  ___________________________________________________________________
 AB6974  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB6974  DYNAMIC HT  -          75.904 (meters)     249.03  (feet)  COMP
 AB6974  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 AB6974
 AB6974  VERT ORDER  -  SECOND    CLASS II
 AB6974
 AB6974.The horizontal coordinates were scaled from a topographic map and have
 AB6974.an estimated accuracy of +/- 6 seconds.
 AB6974
 AB6974.The orthometric height was determined by differential leveling
 AB6974.and adjusted by the National Geodetic Survey in November 1996..
 AB6974
 AB6974.The geoid height was determined by GEOID03.
 AB6974
 AB6974.The dynamic height is computed by dividing the NAVD 88
 AB6974.geopotential number by the normal gravity value computed on the
 AB6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6974.degrees latitude (g = 980.6199 gals.).
 AB6974
 AB6974.The modeled gravity was interpolated from observed gravity values.
 AB6974
 AB6974;                    North         East    Units  Estimated Accuracy
 AB6974;SPC GA W     -   162,070.      712,700.      MT  (+/- 180 meters Scaled)
 AB6974
 AB6974                          SUPERSEDED SURVEY CONTROL
 AB6974
 AB6974.No superseded survey control is available for this station.
 AB6974
 AB6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV819846(NAD 83)
 AB6974_MARKER: A = ALUMINUM MARKER
 AB6974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6974_SP_SET: HEADWALL
 AB6974_STAMPING: 520 DSC 1988
 AB6974_MARK LOGO: ALBDOU
 AB6974_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6974
 AB6974  HISTORY     - Date     Condition        Report By
 AB6974  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB6974  HISTORY     - 19900301 GOOD             HOBBS
 AB6974
 AB6974                          STATION DESCRIPTION
 AB6974
 AB6974'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB6974'MARK IS ABOUT 11 MILES (17.7 KM) SE OF DOWNTOWN ALBANY SE DOUGHERTY
 AB6974'COUNTY, 5.05 MILES (8.13 KM) EAST ON NELMS ROAD FROM US 19, 1.7 MI
 AB6974'(2.7 KM) EAST ON NELMS ROAD FROM GRAVEL HILL ROAD, ON LEFT IN TOP OF
 AB6974'WEST END OF NORTH HEADWALL, 28.3 FT (8.6 M) NORTH OF NELMS ROAD, 24 FT
 AB6974'(7.3 M) SOUTH OF WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6975 ***********************************************************************
 AB6975  DESIGNATION -  522 DSC
 AB6975  PID         -  AB6975
 AB6975  STATE/COUNTY-  GA/DOUGHERTY
 AB6975  USGS QUAD   -  PUTNEY (1988)
 AB6975
 AB6975                         *CURRENT SURVEY CONTROL
 AB6975  ___________________________________________________________________
 AB6975* NAD 83(1986)-  31 27 46.     (N)    084 03 51.     (W)     SCALED    
 AB6975* NAVD 88     -        67.781  (meters)     222.38   (feet)  ADJUSTED  
 AB6975  ___________________________________________________________________
 AB6975  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB6975  DYNAMIC HT  -          67.699 (meters)     222.11  (feet)  COMP
 AB6975  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 AB6975
 AB6975  VERT ORDER  -  SECOND    CLASS II
 AB6975
 AB6975.The horizontal coordinates were scaled from a topographic map and have
 AB6975.an estimated accuracy of +/- 6 seconds.
 AB6975
 AB6975.The orthometric height was determined by differential leveling
 AB6975.and adjusted by the National Geodetic Survey in November 1996..
 AB6975
 AB6975.The geoid height was determined by GEOID03.
 AB6975
 AB6975.The dynamic height is computed by dividing the NAVD 88
 AB6975.geopotential number by the normal gravity value computed on the
 AB6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6975.degrees latitude (g = 980.6199 gals.).
 AB6975
 AB6975.The modeled gravity was interpolated from observed gravity values.
 AB6975
 AB6975;                    North         East    Units  Estimated Accuracy
 AB6975;SPC GA W     -   162,160.      709,740.      MT  (+/- 180 meters Scaled)
 AB6975
 AB6975                          SUPERSEDED SURVEY CONTROL
 AB6975
 AB6975.No superseded survey control is available for this station.
 AB6975
 AB6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV789846(NAD 83)
 AB6975_MARKER: A = ALUMINUM MARKER
 AB6975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6975_SP_SET: HEADWALL
 AB6975_STAMPING: 522 DSC 1988
 AB6975_MARK LOGO: ALBDOU
 AB6975_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6975
 AB6975  HISTORY     - Date     Condition        Report By
 AB6975  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB6975  HISTORY     - 19900301 GOOD             HOBBS
 AB6975
 AB6975                          STATION DESCRIPTION
 AB6975
 AB6975'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB6975'MARK IS ABOUT 10 MILES (16.1 KM) SSE FROM DOWNTOWN ALBANY IN SE
 AB6975'DOUGHERTY COUNTY, 3.25 MILES (5.23 KM) EAST ALONG NELMS ROAD FROM US
 AB6975'19, 0.1 MILE (0.2 KM) WEST OF GRAVEL HILL ROAD, IN TOP OF EAST END OF
 AB6975'SOUTH HEADWALL, 24.5 FT (7.5 M) SOUTH OF NELMS ROAD, 24 FT (7.3 M)
 AB6975'NORTH OF HEDGE/FENCE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0564 ***********************************************************************
 DF0564  DESIGNATION -  523
 DF0564  PID         -  DF0564
 DF0564  STATE/COUNTY-  GA/HANCOCK
 DF0564  USGS QUAD   -  DEVEREUX (1972)
 DF0564
 DF0564                         *CURRENT SURVEY CONTROL
 DF0564  ___________________________________________________________________
 DF0564* NAD 83(1986)-  33 11 41.     (N)    083 06 48.     (W)     SCALED    
 DF0564* NAVD 88     -       160.419  (meters)     526.31   (feet)  ADJUSTED  
 DF0564  ___________________________________________________________________
 DF0564  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF0564  DYNAMIC HT  -         160.247 (meters)     525.74  (feet)  COMP
 DF0564  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DF0564
 DF0564  VERT ORDER  -  FIRST     CLASS II
 DF0564
 DF0564.The horizontal coordinates were scaled from a topographic map and have
 DF0564.an estimated accuracy of +/- 6 seconds.
 DF0564
 DF0564.The orthometric height was determined by differential leveling
 DF0564.and adjusted by the National Geodetic Survey in June 1991..
 DF0564.WARNING-Repeat measurements at this control monument indicate possible
 DF0564.vertical movement.
 DF0564
 DF0564.The geoid height was determined by GEOID03.
 DF0564
 DF0564.The dynamic height is computed by dividing the NAVD 88
 DF0564.geopotential number by the normal gravity value computed on the
 DF0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0564.degrees latitude (g = 980.6199 gals.).
 DF0564
 DF0564.The modeled gravity was interpolated from observed gravity values.
 DF0564
 DF0564;                    North         East    Units  Estimated Accuracy
 DF0564;SPC GA E     -   354,590.      111,730.      MT  (+/- 180 meters Scaled)
 DF0564
 DF0564                          SUPERSEDED SURVEY CONTROL
 DF0564
 DF0564  NGVD 29 (??/??/92)  160.584  (m)          526.85   (f) ADJ UNCH    1 2
 DF0564
 DF0564.Superseded values are not recommended for survey control.
 DF0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0564.See file dsdata.txt to determine how the superseded data were derived.
 DF0564
 DF0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS029748(NAD 83)
 DF0564_MARKER: DD = SURVEY DISK
 DF0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0564_SP_SET: MILEPOST
 DF0564_STAMPING: 523.542
 DF0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0564
 DF0564  HISTORY     - Date     Condition        Report By
 DF0564  HISTORY     - UNK      MONUMENTED       USGS
 DF0564  HISTORY     - 1955     GOOD             NGS
 DF0564
 DF0564                          STATION DESCRIPTION
 DF0564
 DF0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0564'3.2 MI SW FROM DEVEREUX.
 DF0564'RECOVERED AS DESCRIBED EXCEPT THAT THE DISK IS NOW STAMPED 523.542.
 DF0564'ADD THAT IT IS 7 FEET NW OF NW RAIL, 1.8 FEET HIGHER THAN TOP OF
 DF0564'SAME, AND PROJECTS 3 FEET.  ABOUT 3-1/4 MILES SOUTHWEST ALONG THE
 DF0564'GEORGIA RAILROAD FROM DEVEREUX, HANCOCK COUNTY, 0.8 MILE NORTHEAST
 DF0564'OF THE STATION AT CARRS, AND IN THE TOP OF MILEPOST 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0565 ***********************************************************************
 DF0565  DESIGNATION -  523 USGS RESET 1957
 DF0565  PID         -  DF0565
 DF0565  STATE/COUNTY-  GA/HANCOCK
 DF0565  USGS QUAD   -  DEVEREUX (1972)
 DF0565
 DF0565                         *CURRENT SURVEY CONTROL
 DF0565  ___________________________________________________________________
 DF0565* NAD 83(1986)-  33 11 39.     (N)    083 06 49.     (W)     SCALED    
 DF0565* NAVD 88     -       160.42   (+/-2cm)     526.3    (feet)  VERTCON   
 DF0565  ___________________________________________________________________
 DF0565  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF0565
 DF0565  VERT ORDER  -  ? (See Below)
 DF0565
 DF0565.The horizontal coordinates were scaled from a topographic map and have
 DF0565.an estimated accuracy of +/- 6 seconds.
 DF0565
 DF0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0565.The vertical order pertains to the NGVD 29 superseded value.
 DF0565
 DF0565.The geoid height was determined by GEOID03.
 DF0565
 DF0565;                    North         East    Units  Estimated Accuracy
 DF0565;SPC GA E     -   354,530.      111,710.      MT  (+/- 180 meters Scaled)
 DF0565
 DF0565                          SUPERSEDED SURVEY CONTROL
 DF0565
 DF0565  NGVD 29 (??/??/92)  160.584  (m)          526.85   (f) ADJ UNCH    ?  
 DF0565
 DF0565.Superseded values are not recommended for survey control.
 DF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0565.See file dsdata.txt to determine how the superseded data were derived.
 DF0565
 DF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS029748(NAD 83)
 DF0565_MARKER: DD = SURVEY DISK
 DF0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0565_SP_SET: MILEPOST
 DF0565_STAMPING: 523 RESET 1957
 DF0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0565
 DF0565  HISTORY     - Date     Condition        Report By
 DF0565  HISTORY     - 1957     MONUMENTED       USGS
 DF0565  HISTORY     - 1959     POOR             NGS
 DF0565
 DF0565                          STATION DESCRIPTION
 DF0565
 DF0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0565'3.3 MI W FROM DEVEREUX.
 DF0565'3.3 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION AND POST
 DF0565'OFFICE AT DEVEREUX, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 DF0565'5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF MILEPOST M
 DF0565'35.  NOTE-- B.M. IS IN STRUCTURE WHICH IS NOT CONSIDERED STABLE AND
 DF0565'MARK SHOULD NOT BE USED FOR PRECISE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1075 ***********************************************************************
 DF1075  DESIGNATION -  524 USGS
 DF1075  PID         -  DF1075
 DF1075  STATE/COUNTY-  GA/HANCOCK
 DF1075  USGS QUAD   -  SHOULDERBONE (1972)
 DF1075
 DF1075                         *CURRENT SURVEY CONTROL
 DF1075  ___________________________________________________________________
 DF1075* NAD 83(1986)-  33 15 57.     (N)    083 00 32.     (W)     SCALED    
 DF1075* NAVD 88     -       159.625  (meters)     523.70   (feet)  ADJUSTED  
 DF1075  ___________________________________________________________________
 DF1075  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DF1075  DYNAMIC HT  -         159.455 (meters)     523.15  (feet)  COMP
 DF1075  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DF1075
 DF1075  VERT ORDER  -  FIRST     CLASS II
 DF1075
 DF1075.The horizontal coordinates were scaled from a topographic map and have
 DF1075.an estimated accuracy of +/- 6 seconds.
 DF1075
 DF1075.The orthometric height was determined by differential leveling
 DF1075.and adjusted by the National Geodetic Survey in June 1991..
 DF1075
 DF1075.The geoid height was determined by GEOID03.
 DF1075
 DF1075.The dynamic height is computed by dividing the NAVD 88
 DF1075.geopotential number by the normal gravity value computed on the
 DF1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1075.degrees latitude (g = 980.6199 gals.).
 DF1075
 DF1075.The modeled gravity was interpolated from observed gravity values.
 DF1075
 DF1075;                    North         East    Units  Estimated Accuracy
 DF1075;SPC GA E     -   362,400.      121,540.      MT  (+/- 180 meters Scaled)
 DF1075
 DF1075                          SUPERSEDED SURVEY CONTROL
 DF1075
 DF1075.No superseded survey control is available for this station.
 DF1075
 DF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS128825(NAD 83)
 DF1075_MARKER: DD = SURVEY DISK
 DF1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1075_SP_SET: CONCRETE POST
 DF1075_STAMPING: TT 39 TWC 1956 524 FT.
 DF1075_PROJECTION: PROJECTING 10 CENTIMETERS
 DF1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1075+STABILITY: SURFACE MOTION
 DF1075
 DF1075  HISTORY     - Date     Condition        Report By
 DF1075  HISTORY     - 1956     MONUMENTED       USGS
 DF1075  HISTORY     - 1979     GOOD             NGS
 DF1075
 DF1075                          STATION DESCRIPTION
 DF1075
 DF1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1075'2.15 MI SW FROM SPARTA.
 DF1075'2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE CITY SQUARE
 DF1075'MONUMENT IN SPARTA TO THE MARK ON THE RIGHT, SET IN TOP OF A CONCRETE
 DF1075'POST AT THE NORTHWEST CORNER OF THE JUNCTION OF 22 AND COUNTY ROAD
 DF1075'101, 48 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 29 FEET NORTHEAST
 DF1075'OF THE CENTER OF ROAD, 7 FEET SOUTHWEST OF POWER POLE, 1 FOOT
 DF1075'SOUTHEAST OF A WIRE FENCE.
 DF1075'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DF1075'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6976 ***********************************************************************
 AB6976  DESIGNATION -  525 DSC
 AB6976  PID         -  AB6976
 AB6976  STATE/COUNTY-  GA/DOUGHERTY
 AB6976  USGS QUAD   -  PUTNEY (1988)
 AB6976
 AB6976                         *CURRENT SURVEY CONTROL
 AB6976  ___________________________________________________________________
 AB6976* NAD 83(1986)-  31 27 55.     (N)    084 05 27.     (W)     SCALED    
 AB6976* NAVD 88     -        61.074  (meters)     200.37   (feet)  ADJUSTED  
 AB6976  ___________________________________________________________________
 AB6976  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB6976  DYNAMIC HT  -          61.000 (meters)     200.13  (feet)  COMP
 AB6976  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 AB6976
 AB6976  VERT ORDER  -  SECOND    CLASS II
 AB6976
 AB6976.The horizontal coordinates were scaled from a topographic map and have
 AB6976.an estimated accuracy of +/- 6 seconds.
 AB6976
 AB6976.The orthometric height was determined by differential leveling
 AB6976.and adjusted by the National Geodetic Survey in November 1996..
 AB6976
 AB6976.The geoid height was determined by GEOID03.
 AB6976
 AB6976.The dynamic height is computed by dividing the NAVD 88
 AB6976.geopotential number by the normal gravity value computed on the
 AB6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6976.degrees latitude (g = 980.6199 gals.).
 AB6976
 AB6976.The modeled gravity was interpolated from observed gravity values.
 AB6976
 AB6976;                    North         East    Units  Estimated Accuracy
 AB6976;SPC GA W     -   162,430.      707,210.      MT  (+/- 180 meters Scaled)
 AB6976
 AB6976                          SUPERSEDED SURVEY CONTROL
 AB6976
 AB6976.No superseded survey control is available for this station.
 AB6976
 AB6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV764848(NAD 83)
 AB6976_MARKER: A = ALUMINUM MARKER
 AB6976_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6976_SP_SET: ABUTMENT
 AB6976_STAMPING: 525 DSC 1988
 AB6976_MARK LOGO: ALBDOU
 AB6976_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6976
 AB6976  HISTORY     - Date     Condition        Report By
 AB6976  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB6976  HISTORY     - 19951212 GOOD             NGS
 AB6976
 AB6976                          STATION DESCRIPTION
 AB6976
 AB6976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB6976'MARK IS ABOUT 9 MILES (14.5 KM) SSE OF DOWNTOWN ALBANY IN SE DOUGHERTY
 AB6976'COUNTY, 1.65 MILE (2.66 KM) EAST ON NELMS ROAD FROM US 19, ON LEFT, IN
 AB6976'TOP OF NW ABUTMENT OF BRIDGE, ABOUT 1.0 FT (0.3 M) ABOVE ROAD, 23.5 FT
 AB6976'(7.2 M) NORTH OF NELMS RD, 2 FT (0.6 M) NORTH OF GUARDRAIL, 3.7 FT
 AB6976'(1.1 M) WNW OF END OF BRIDGE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6977 ***********************************************************************
 AB6977  DESIGNATION -  527 DSC
 AB6977  PID         -  AB6977
 AB6977  STATE/COUNTY-  GA/DOUGHERTY
 AB6977  USGS QUAD   -  PUTNEY (1988)
 AB6977
 AB6977                         *CURRENT SURVEY CONTROL
 AB6977  ___________________________________________________________________
 AB6977* NAD 83(1986)-  31 27 55.     (N)    084 06 27.     (W)     SCALED    
 AB6977* NAVD 88     -        58.041  (meters)     190.42   (feet)  ADJUSTED  
 AB6977  ___________________________________________________________________
 AB6977  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB6977  DYNAMIC HT  -          57.970 (meters)     190.19  (feet)  COMP
 AB6977  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 AB6977
 AB6977  VERT ORDER  -  SECOND    CLASS II
 AB6977
 AB6977.The horizontal coordinates were scaled from a topographic map and have
 AB6977.an estimated accuracy of +/- 6 seconds.
 AB6977
 AB6977.The orthometric height was determined by differential leveling
 AB6977.and adjusted by the National Geodetic Survey in November 1996..
 AB6977
 AB6977.The geoid height was determined by GEOID03.
 AB6977
 AB6977.The dynamic height is computed by dividing the NAVD 88
 AB6977.geopotential number by the normal gravity value computed on the
 AB6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6977.degrees latitude (g = 980.6199 gals.).
 AB6977
 AB6977.The modeled gravity was interpolated from observed gravity values.
 AB6977
 AB6977;                    North         East    Units  Estimated Accuracy
 AB6977;SPC GA W     -   162,430.      705,620.      MT  (+/- 180 meters Scaled)
 AB6977
 AB6977                          SUPERSEDED SURVEY CONTROL
 AB6977
 AB6977.No superseded survey control is available for this station.
 AB6977
 AB6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV748847(NAD 83)
 AB6977_MARKER: A = ALUMINUM MARKER
 AB6977_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6977_SP_SET: HEADWALL
 AB6977_STAMPING: 527 DSC 1988
 AB6977_MARK LOGO: ALBDOU
 AB6977_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6977
 AB6977  HISTORY     - Date     Condition        Report By
 AB6977  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB6977  HISTORY     - 19951212 GOOD             NGS
 AB6977
 AB6977                          STATION DESCRIPTION
 AB6977
 AB6977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB6977'MARK IS ABOUT 9 MILES (14.5 KM) SSE OF DOWNTOWN ALBANY SE DOUGHERTY
 AB6977'COUNTY, 0.65 MILE (1.05 KM) EAST ON NELMS ROAD FROM US 19, IN EAST END
 AB6977'OF HEADWALL ON NORTH SIDE OF ROAD, ROUGHLY 300 FT (91.4 M) EAST OF
 AB6977'BARNSWAY LANE AND OPPOSITE OR ACROSS RD TO NORTH FROM RR TIE FENCE
 AB6977'CORNER AT NE CORNER OF PASTURE, 0.1 MILE (0.2 KM) WEST OF SAVILLE
 AB6977'LANE, 0.15 MILE (0.24 KM) WEST OF N-S HIGH-TENSION LINES, 37 FT (11.3
 AB6977'M) NORTH OF NELMS ROAD, 34 FT (10.4 M) NW OF MAILBOX 1526.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6978 ***********************************************************************
 AB6978  DESIGNATION -  530 DSC
 AB6978  PID         -  AB6978
 AB6978  STATE/COUNTY-  GA/DOUGHERTY
 AB6978  USGS QUAD   -  PUTNEY (1988)
 AB6978
 AB6978                         *CURRENT SURVEY CONTROL
 AB6978  ___________________________________________________________________
 AB6978* NAD 83(1986)-  31 28 01.     (N)    084 07 05.     (W)     SCALED    
 AB6978* NAVD 88     -        58.693  (meters)     192.56   (feet)  ADJUSTED  
 AB6978  ___________________________________________________________________
 AB6978  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB6978  DYNAMIC HT  -          58.621 (meters)     192.33  (feet)  COMP
 AB6978  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 AB6978
 AB6978  VERT ORDER  -  SECOND    CLASS II
 AB6978
 AB6978.The horizontal coordinates were scaled from a topographic map and have
 AB6978.an estimated accuracy of +/- 6 seconds.
 AB6978
 AB6978.The orthometric height was determined by differential leveling
 AB6978.and adjusted by the National Geodetic Survey in November 1996..
 AB6978
 AB6978.The geoid height was determined by GEOID03.
 AB6978
 AB6978.The dynamic height is computed by dividing the NAVD 88
 AB6978.geopotential number by the normal gravity value computed on the
 AB6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6978.degrees latitude (g = 980.6199 gals.).
 AB6978
 AB6978.The modeled gravity was interpolated from observed gravity values.
 AB6978
 AB6978;                    North         East    Units  Estimated Accuracy
 AB6978;SPC GA W     -   162,620.      704,620.      MT  (+/- 180 meters Scaled)
 AB6978
 AB6978                          SUPERSEDED SURVEY CONTROL
 AB6978
 AB6978.No superseded survey control is available for this station.
 AB6978
 AB6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV738849(NAD 83)
 AB6978_MARKER: A = ALUMINUM MARKER
 AB6978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB6978_SP_SET: HEADWALL
 AB6978_STAMPING: 530 DSC 1988
 AB6978_MARK LOGO: ALBDOU
 AB6978_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6978+STABILITY: SURFACE MOTION
 AB6978
 AB6978  HISTORY     - Date     Condition        Report By
 AB6978  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB6978  HISTORY     - 19951212 GOOD             NGS
 AB6978
 AB6978                          STATION DESCRIPTION
 AB6978
 AB6978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB6978'MARK IS ABOUT 9 MILES (14.5 KM) SSE OF DOWNTOWN ALBANY IN SE DOUGHERTY
 AB6978'COUNTY, 1.6 MILES (2.6 KM) NORTH OF MITCHELL COUNTY LINE ALONG US 19
 AB6978'(LIBERTY EXPRESSWAY), 0.1 MI (0.2 KM) NORTH OF NELMS ROAD AND KWICKIE
 AB6978'FOOD STORE, IN SOUTH END OF EAST HEADWALL, 34 FT (10.4 M) EAST OF
 AB6978'LIBERTY EXPWY NORTHBOUND, 18 FT (5.5 M) EAST OF EDGE PAVEMENT OF
 AB6978'EXPWY, 17 FT (5.2 M) WEST OF DIRT DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7042 ***********************************************************************
 AB7042  DESIGNATION -  533 DSC
 AB7042  PID         -  AB7042
 AB7042  STATE/COUNTY-  GA/DOUGHERTY
 AB7042  USGS QUAD   -  PUTNEY (1988)
 AB7042
 AB7042                         *CURRENT SURVEY CONTROL
 AB7042  ___________________________________________________________________
 AB7042* NAD 83(1986)-  31 28 38.     (N)    084 07 05.     (W)     SCALED    
 AB7042* NAVD 88     -        58.693  (meters)     192.56   (feet)  ADJUSTED  
 AB7042  ___________________________________________________________________
 AB7042  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB7042  DYNAMIC HT  -          58.622 (meters)     192.33  (feet)  COMP
 AB7042  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 AB7042
 AB7042  VERT ORDER  -  SECOND    CLASS II
 AB7042
 AB7042.The horizontal coordinates were scaled from a topographic map and have
 AB7042.an estimated accuracy of +/- 6 seconds.
 AB7042
 AB7042.The orthometric height was determined by differential leveling
 AB7042.and adjusted by the National Geodetic Survey in November 1996..
 AB7042
 AB7042.The geoid height was determined by GEOID03.
 AB7042
 AB7042.The dynamic height is computed by dividing the NAVD 88
 AB7042.geopotential number by the normal gravity value computed on the
 AB7042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7042.degrees latitude (g = 980.6199 gals.).
 AB7042
 AB7042.The modeled gravity was interpolated from observed gravity values.
 AB7042
 AB7042;                    North         East    Units  Estimated Accuracy
 AB7042;SPC GA W     -   163,760.      704,620.      MT  (+/- 180 meters Scaled)
 AB7042
 AB7042                          SUPERSEDED SURVEY CONTROL
 AB7042
 AB7042.No superseded survey control is available for this station.
 AB7042
 AB7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV738860(NAD 83)
 AB7042_MARKER: A = ALUMINUM MARKER
 AB7042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7042_SP_SET: HEADWALL
 AB7042_STAMPING: 533 DSC 1988
 AB7042_MARK LOGO: ALBDOU
 AB7042_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7042+STABILITY: SURFACE MOTION
 AB7042
 AB7042  HISTORY     - Date     Condition        Report By
 AB7042  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7042  HISTORY     - 19951213 GOOD             NGS
 AB7042
 AB7042                          STATION DESCRIPTION
 AB7042
 AB7042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7042'MARK IS ABOUT 8 MILES (12.9 KM) SSE OF DOWNTOWN ALBANY IN SE DOUGHERTY
 AB7042'COUNTY, 2.35 MILES (3.78 KM) NORTH ALONG US 19 FROM THE MITCHELL
 AB7042'COUNTY LINE, 0.85 MI (1.37 KM) NORTH ALONG SAME FROM NELMS ROAD, 4.75
 AB7042'MILES (7.64 KM) SOUTH OF CLOVERLEAF JUNCTION OF US 19/SR 234, 3.55
 AB7042'MILES (5.71 KM) SOUTH OF HOLLEY DRIVE, 0.1 MILE (0.2 KM) NORTH OF
 AB7042'ANTIOCH ROAD, ON NORTH END OF EAST HEADWALL, 35 FT (10.7 M) SOUTHWEST
 AB7042'OF A POWERPOLE, 40 FT (12.2 M) EAST OF NORTHBOUND US 19, 23.7 FT (7.2
 AB7042'M) EAST OF EDGE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7043 ***********************************************************************
 AB7043  DESIGNATION -  534 DSC
 AB7043  PID         -  AB7043
 AB7043  STATE/COUNTY-  GA/DOUGHERTY
 AB7043  USGS QUAD   -  PUTNEY (1988)
 AB7043
 AB7043                         *CURRENT SURVEY CONTROL
 AB7043  ___________________________________________________________________
 AB7043* NAD 83(1986)-  31 29 01.     (N)    084 06 59.     (W)     SCALED    
 AB7043* NAVD 88     -        60.177  (meters)     197.43   (feet)  ADJUSTED  
 AB7043  ___________________________________________________________________
 AB7043  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB7043  DYNAMIC HT  -          60.104 (meters)     197.19  (feet)  COMP
 AB7043  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 AB7043
 AB7043  VERT ORDER  -  SECOND    CLASS II
 AB7043
 AB7043.The horizontal coordinates were scaled from a topographic map and have
 AB7043.an estimated accuracy of +/- 6 seconds.
 AB7043
 AB7043.The orthometric height was determined by differential leveling
 AB7043.and adjusted by the National Geodetic Survey in November 1996..
 AB7043
 AB7043.The geoid height was determined by GEOID03.
 AB7043
 AB7043.The dynamic height is computed by dividing the NAVD 88
 AB7043.geopotential number by the normal gravity value computed on the
 AB7043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7043.degrees latitude (g = 980.6199 gals.).
 AB7043
 AB7043.The modeled gravity was interpolated from observed gravity values.
 AB7043
 AB7043;                    North         East    Units  Estimated Accuracy
 AB7043;SPC GA W     -   164,470.      704,780.      MT  (+/- 180 meters Scaled)
 AB7043
 AB7043                          SUPERSEDED SURVEY CONTROL
 AB7043
 AB7043.No superseded survey control is available for this station.
 AB7043
 AB7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV739868(NAD 83)
 AB7043_MARKER: A = ALUMINUM MARKER
 AB7043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7043_SP_SET: HEADWALL
 AB7043_STAMPING: 534 DSC 1988
 AB7043_MARK LOGO: ALBDOU
 AB7043_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7043+STABILITY: SURFACE MOTION
 AB7043
 AB7043  HISTORY     - Date     Condition        Report By
 AB7043  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7043  HISTORY     - 19951212 GOOD             NGS
 AB7043
 AB7043                          STATION DESCRIPTION
 AB7043
 AB7043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7043'MARK IS ABOUT 7.5 MILES (12.1 KM) SSE FROM DOWNTOWN ALBANY IN SE
 AB7043'DOUGHERTY COUNTY, 4.35 MILES (7.00 KM) SOUTH ALONG US 19 FROM
 AB7043'CLOVERLEAF JUNCTION WITH SR 234, 3.1 MILES (5.0 KM) SOUTH OF HOLLEY
 AB7043'DRIVE, 2.8 MILES (4.5 KM) NORTH OF MITCHELL COUNTY LINE, 1.3 MILES
 AB7043'(2.1 KM) NORTH OF NELMS RD, OPPOSITE THE JUNCTION OF MCKENZIE RD TO
 AB7043'WEST, IN TOP OF SMALL EAST HEADWALL, 50 FT (15.2 M) NORTH OF NORTH
 AB7043'LINE EXTENDED OF A BLUE BUTLER BUILDING NUMBER 2000 US 19 WHICH IS THE
 AB7043'NEXT BUILDING NORTH OF BARBERS DAIRY PRODUCTS, 33.3 FT (10.1 M) EAST
 AB7043'OF C/L NORTHBOUND US 19, 33 FT (10.1 M) WEST-SOUTHWEST OF A POWERPOLE,
 AB7043'8.0 FT (2.4 M) NORTH OF C/L DRIVEWAY INTO PECAN PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7044 ***********************************************************************
 AB7044  DESIGNATION -  537 DSC
 AB7044  PID         -  AB7044
 AB7044  STATE/COUNTY-  GA/DOUGHERTY
 AB7044  USGS QUAD   -  PUTNEY (1988)
 AB7044
 AB7044                         *CURRENT SURVEY CONTROL
 AB7044  ___________________________________________________________________
 AB7044* NAD 83(1986)-  31 29 50.     (N)    084 06 55.     (W)     SCALED    
 AB7044* NAVD 88     -        58.895  (meters)     193.22   (feet)  ADJUSTED  
 AB7044  ___________________________________________________________________
 AB7044  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AB7044  DYNAMIC HT  -          58.824 (meters)     192.99  (feet)  COMP
 AB7044  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 AB7044
 AB7044  VERT ORDER  -  SECOND    CLASS II
 AB7044
 AB7044.The horizontal coordinates were scaled from a topographic map and have
 AB7044.an estimated accuracy of +/- 6 seconds.
 AB7044
 AB7044.The orthometric height was determined by differential leveling
 AB7044.and adjusted by the National Geodetic Survey in November 1996..
 AB7044
 AB7044.The geoid height was determined by GEOID03.
 AB7044
 AB7044.The dynamic height is computed by dividing the NAVD 88
 AB7044.geopotential number by the normal gravity value computed on the
 AB7044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7044.degrees latitude (g = 980.6199 gals.).
 AB7044
 AB7044.The modeled gravity was interpolated from observed gravity values.
 AB7044
 AB7044;                    North         East    Units  Estimated Accuracy
 AB7044;SPC GA W     -   165,970.      704,880.      MT  (+/- 180 meters Scaled)
 AB7044
 AB7044                          SUPERSEDED SURVEY CONTROL
 AB7044
 AB7044.No superseded survey control is available for this station.
 AB7044
 AB7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV740883(NAD 83)
 AB7044_MARKER: A = ALUMINUM MARKER
 AB7044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7044_SP_SET: HEADWALL
 AB7044_STAMPING: 537 DSC 1988
 AB7044_MARK LOGO: ALBDOU
 AB7044_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7044+STABILITY: SURFACE MOTION
 AB7044
 AB7044  HISTORY     - Date     Condition        Report By
 AB7044  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7044  HISTORY     - 19951213 GOOD             NGS
 AB7044
 AB7044                          STATION DESCRIPTION
 AB7044
 AB7044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7044'MARK IS ABOUT 8 MILES (12.9 KM) SSE OF DOWNTOWN ALBANY IN SE DOUGHERTY
 AB7044'COUNTY, 3.4 MILES (5.5 KM) SOUTH OF US 19 CLOVERLEAF JUNCTION WITH SR
 AB7044'234, 2.2 MILES (3.5 KM) SOUTH OF HOLLEY DRIVE, 3.75 MILES (6.03 KM)
 AB7044'NORTH OF MITCHELL COUNTY LINE, 2.25 MI (3.62 KM) NORTH OF NELMS ROAD,
 AB7044'0.15 MILE (0.24 KM) SOUTH OF WILLIAMSBURG RD AND KEARCE FARMS STORE IN
 AB7044'NW CORNER, IN NORTH END OF EAST HEADWALL, 20 FT (6.1 M) EAST OF EDGE
 AB7044'PAVEMENT, 35.5 FT (10.8 M) EAST OF NORTHBOUND C/L US 19, 38 FT (11.6
 AB7044'M) WEST OF BIG POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1053 ***********************************************************************
 CL1053  DESIGNATION -  539
 CL1053  PID         -  CL1053
 CL1053  STATE/COUNTY-  GA/JONES
 CL1053  USGS QUAD   -  MACON NE (1985)
 CL1053
 CL1053                         *CURRENT SURVEY CONTROL
 CL1053  ___________________________________________________________________
 CL1053* NAD 83(1986)-  32 54 58.     (N)    083 31 32.     (W)     SCALED    
 CL1053* NAVD 88     -       164.247  (meters)     538.87   (feet)  ADJUSTED  
 CL1053  ___________________________________________________________________
 CL1053  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CL1053  DYNAMIC HT  -         164.067 (meters)     538.28  (feet)  COMP
 CL1053  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 CL1053
 CL1053  VERT ORDER  -  FIRST     CLASS II
 CL1053
 CL1053.The horizontal coordinates were scaled from a topographic map and have
 CL1053.an estimated accuracy of +/- 6 seconds.
 CL1053
 CL1053.The orthometric height was determined by differential leveling
 CL1053.and adjusted by the National Geodetic Survey in June 1991..
 CL1053
 CL1053.The geoid height was determined by GEOID03.
 CL1053
 CL1053.The dynamic height is computed by dividing the NAVD 88
 CL1053.geopotential number by the normal gravity value computed on the
 CL1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1053.degrees latitude (g = 980.6199 gals.).
 CL1053
 CL1053.The modeled gravity was interpolated from observed gravity values.
 CL1053
 CL1053;                    North         East    Units  Estimated Accuracy
 CL1053;SPC GA W     -   323,480.      759,970.      MT  (+/- 180 meters Scaled)
 CL1053
 CL1053                          SUPERSEDED SURVEY CONTROL
 CL1053
 CL1053  NGVD 29 (??/??/92)  164.38   (m)          539.3    (f) COMPUTED    1 2
 CL1053
 CL1053.Superseded values are not recommended for survey control.
 CL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1053.See file dsdata.txt to determine how the superseded data were derived.
 CL1053
 CL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS638448(NAD 83)
 CL1053_MARKER: DD = SURVEY DISK
 CL1053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL1053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL1053_STAMPING: 539 539.264
 CL1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1053
 CL1053  HISTORY     - Date     Condition        Report By
 CL1053  HISTORY     - UNK      MONUMENTED       USGS
 CL1053  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL1053
 CL1053                          STATION DESCRIPTION
 CL1053
 CL1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1053'9.5 MI NE FROM MACON.
 CL1053'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 CL1053'AT THE DESCRIBED LOCATION THERE IS A PILE OF GRAVEL THAT HAS
 CL1053'BEEN PUMPED IN.  THE MARK IS PROBABLY DESTROYED OR BURIED.
 CL1053'ORIGINAL DESCRIPTION-- 9.5 MILES NORTHEAST ALONG THE GEORGIA
 CL1053'RAILROAD FROM MACON, AT WHAT WAS FORMERLY KNOWN AS POSTELL
 CL1053'(RAILROAD STATION TORN DOWN).  IT IS 97 PACES NORTH OF AN OVERHEAD
 CL1053'BRIDGE, 36 FEET WEST OF THE MOST WESTERLY OF TWO POLES SUPPORTING
 CL1053'A WARNING FOR THE OVERHEAD BRIDGE AND IN LINE WITH THE TWO POLES.
 CL1053'IT IS 26 FEET EAST OF A FENCE LINE, 17 FEET EAST OF A SMALL
 CL1053'PINE TREE AND 7.5 FEET WEST OF A GUY WIRE SUPPORTING A POLE.
 CL1053'A STANDARD DISK STAMPED 539 539.264 ON THE TOP OF A 3-INCH
 CL1053'IRON PIPE PROJECTING 12 INCHES.  IT IS LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1610 ***********************************************************************
 BE1610  DESIGNATION -  54 JWM USGS
 BE1610  PID         -  BE1610
 BE1610  STATE/COUNTY-  GA/SEMINOLE
 BE1610  USGS QUAD   -  DESSER (1993)
 BE1610
 BE1610                         *CURRENT SURVEY CONTROL
 BE1610  ___________________________________________________________________
 BE1610* NAD 83(1986)-  30 54 16.     (N)    084 47 58.     (W)     SCALED    
 BE1610* NAVD 88     -        34.761  (meters)     114.05   (feet)  ADJUSTED  
 BE1610  ___________________________________________________________________
 BE1610  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BE1610  DYNAMIC HT  -          34.717 (meters)     113.90  (feet)  COMP
 BE1610  MODELED GRAV-     979,377.7   (mgal)                       NAVD 88
 BE1610
 BE1610  VERT ORDER  -  SECOND    CLASS 0
 BE1610
 BE1610.The horizontal coordinates were scaled from a topographic map and have
 BE1610.an estimated accuracy of +/- 6 seconds.
 BE1610
 BE1610.The orthometric height was determined by differential leveling
 BE1610.and adjusted by the National Geodetic Survey in June 1991..
 BE1610
 BE1610.The geoid height was determined by GEOID03.
 BE1610
 BE1610.The dynamic height is computed by dividing the NAVD 88
 BE1610.geopotential number by the normal gravity value computed on the
 BE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1610.degrees latitude (g = 980.6199 gals.).
 BE1610
 BE1610.The modeled gravity was interpolated from observed gravity values.
 BE1610
 BE1610;                    North         East    Units  Estimated Accuracy
 BE1610;SPC GA W     -   100,430.      639,510.      MT  (+/- 180 meters Scaled)
 BE1610
 BE1610                          SUPERSEDED SURVEY CONTROL
 BE1610
 BE1610  NGVD 29 (??/??/92)   34.890  (m)          114.47   (f) ADJ UNCH    2 0
 BE1610
 BE1610.Superseded values are not recommended for survey control.
 BE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1610.See file dsdata.txt to determine how the superseded data were derived.
 BE1610
 BE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV103210(NAD 83)
 BE1610_MARKER: DB = BENCH MARK DISK
 BE1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1610_STAMPING: 54 JWM 1951 115
 BE1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1610+STABILITY: SURFACE MOTION
 BE1610
 BE1610  HISTORY     - Date     Condition        Report By
 BE1610  HISTORY     - 1951     MONUMENTED       USGS
 BE1610  HISTORY     - 1952     GOOD             NGS
 BE1610  HISTORY     - 1958     POOR             NGS
 BE1610
 BE1610                          STATION DESCRIPTION
 BE1610
 BE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1610'7.8 MI S FROM IRON CITY.
 BE1610'ABOUT 7.75 MILES SOUTH ALONG A BLACK TOP AND GRADED ROAD FROM
 BE1610'THE ATLANTIC COAST LINE RAILROAD STATION AT IRON CITY, AT THE
 BE1610'JUNCTION OF A DIM ROAD EAST, ABOUT 50 YARDS NORTH OF THE NORTH
 BE1610'END OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST,
 BE1610'30 FEET EAST OF CENTER LINE OF ROAD, 25 FEET SOUTH OF CENTER LINE
 BE1610'OF DIM ROAD EAST, 7 1/2 FEET NORTHWEST OF A 10-INCH OAK TREE,
 BE1610'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BE1610'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE1610'PROJECTING 2 INCHES.
 BE1610
 BE1610                          STATION RECOVERY (1958)
 BE1610
 BE1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BE1610'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2282 ***********************************************************************
 BT2282  DESIGNATION -  54 NDS
 BT2282  PID         -  BT2282
 BT2282  STATE/COUNTY-  GA/DOUGHERTY
 BT2282  USGS QUAD   -  ALBANY EAST (1988)
 BT2282
 BT2282                         *CURRENT SURVEY CONTROL
 BT2282  ___________________________________________________________________
 BT2282* NAD 83(1994)-  31 37 28.96810(N)    084 00 24.18326(W)     ADJUSTED  
 BT2282* NAVD 88     -        73.352  (meters)     240.66   (feet)  ADJUSTED  
 BT2282  ___________________________________________________________________
 BT2282  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BT2282  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT2282  DYNAMIC HT  -          73.263 (meters)     240.36  (feet)  COMP
 BT2282  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 BT2282
 BT2282  HORZ ORDER  -  SECOND
 BT2282  VERT ORDER  -  SECOND    CLASS II
 BT2282
 BT2282.The horizontal coordinates were established by classical geodetic methods
 BT2282.and adjusted by the National Geodetic Survey in September 1997..
 BT2282.No horizontal observational check was made to the station.
 BT2282
 BT2282.The orthometric height was determined by differential leveling
 BT2282.and adjusted by the National Geodetic Survey in November 1996..
 BT2282
 BT2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2282
 BT2282.The geoid height was determined by GEOID03.
 BT2282
 BT2282.The dynamic height is computed by dividing the NAVD 88
 BT2282.geopotential number by the normal gravity value computed on the
 BT2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2282.degrees latitude (g = 980.6199 gals.).
 BT2282
 BT2282.The modeled gravity was interpolated from observed gravity values.
 BT2282
 BT2282;                    North         East     Units Scale Factor Converg.
 BT2282;SPC GA W     -   180,119.021   715,173.821   MT  0.99990284   +0 05 01.9
 BT2282;SPC GA W     -   590,940.49  2,346,366.11   sFT  0.99990284   +0 05 01.9
 BT2282;UTM  16      - 3,502,730.429   783,935.616   MT  1.00059445   +1 34 14.1
 BT2282;UTM  17      - 3,502,765.466   214,789.429   MT  1.00060340   -1 34 39.5
 BT2282
 BT2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2282!SPC GA W     -   0.99999272  x   0.99990284  =   0.99989556
 BT2282!UTM  16      -   0.99999272  x   1.00059445  =   1.00058717
 BT2282!UTM  17      -   0.99999272  x   1.00060340  =   1.00059612
 BT2282
 BT2282                          SUPERSEDED SURVEY CONTROL
 BT2282
 BT2282  NAD 83(1986)-  31 37 28.97415(N)    084 00 24.18931(W) AD(       ) 2
 BT2282
 BT2282.Superseded values are not recommended for survey control.
 BT2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2282.See file dsdata.txt to determine how the superseded data were derived.
 BT2282
 BT2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA8393602730(NAD 83)
 BT2282_MARKER: A = ALUMINUM MARKER
 BT2282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2282_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2282_STAMPING: 54 NDS 1987
 BT2282_MARK LOGO: ALBDOU
 BT2282_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BT2282+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 BT2282
 BT2282  HISTORY     - Date     Condition        Report By
 BT2282  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2282  HISTORY     - 19900301 GOOD             HOBBS
 BT2282  HISTORY     - 20020806 GOOD             GADT
 BT2282
 BT2282                          STATION DESCRIPTION
 BT2282
 BT2282'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2282'MARK LOCATED IN EASTERN DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH
 BT2282'MARK FOR GPS STATION---G 53 NDS 1987.
 BT2282'MARK IS IN SOUTHWEST QUADRANT OF INTERSECTION OF DOLES ROAD AND
 BT2282'KIRKSEY ROAD, 0.67 MI (1.08 KM) WEST OF STATION---G 53 NDS 1987.
 BT2282'MARK IS 33.5 FT (10.21 M) SOUTH OF CENTERLINE OF DOLES ROAD, 22.5 FT
 BT2282'(6.86 M) WEST OF CENTERLINE OF KIRKSEY ROAD, 22.7 FT (6.92 M)
 BT2282'SOUTHWEST OF EXPOSED MANHOLE COVER. MARK SET ATOP ALUMINUM ALLOY ROD
 BT2282'DRIVEN TO REFUSAL AND ENCASED IN A CAST IRON WATER VALVE BOX, ACTUAL
 BT2282'MARK DISK BEING 0.6 FT (0.18 M) BELOW GROUND LEVEL.
 BT2282
 BT2282                          STATION RECOVERY (1990)
 BT2282
 BT2282'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2282'MARK IS ABOUT 9.5 MILES (15.3 KM) NE OF DOWNTOWN ALBANY IN NE
 BT2282'DOUGHERTY COUNTY, AZIMUTH MARK FOR G 53 NDS 1987, IN SW QUADRANT OF
 BT2282'INTERSECTION OF DOLES ROAD AND KIRKSEY ROAD, 0.67 MI (1.08 KM) WEST OF
 BT2282'G 53 NDS.  TO REACH FROM MILLER BREWING PLANT IN NE ALBANY, GO ABOUT 5
 BT2282'MILES (8.0 KM) NE ON STATE ROUTE 300 TO DOLES RD ON THE RIGHT, MARKED
 BT2282'AS TURN-OFF FOR CAMP OSBORN.  THIS IS 2.1 MILES (3.4 KM) SW ALONG SR
 BT2282'300 FROM CRISP DOUGHERTY COUNTY LINE.  PROCEED EAST 1.05 MILE (1.69
 BT2282'KM) TO MARK ON THE RIGHT, 33.5 FT (10.2 M) SOUTH OF DOLES ROAD, 22.5
 BT2282'FT (6.9 M) WEST OF KIRKSEY ROAD, 22.7 FT (6.9 M) SOUTHWEST OF EXPOSED
 BT2282'MANHOLE COVER, DISK ON ALUMINUM ALLOY ROD DRIVEN TO REFUSAL INSIDE A
 BT2282'CAST IRON WATER VALVE BOX, 0.6 FT (18.3 CM) BELOW GROUND.
 BT2282
 BT2282                          STATION RECOVERY (2002)
 BT2282
 BT2282'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 BT2282'FOUND 22.7 FT. (6.9 M) NORTHEAST OF EXPOSED MANHOLE COVER, NOT
 BT2282'SOUTHWEST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7045 ***********************************************************************
 AB7045  DESIGNATION -  540 DSC
 AB7045  PID         -  AB7045
 AB7045  STATE/COUNTY-  GA/DOUGHERTY
 AB7045  USGS QUAD   -  ALBANY EAST (1988)
 AB7045
 AB7045                         *CURRENT SURVEY CONTROL
 AB7045  ___________________________________________________________________
 AB7045* NAD 83(1986)-  31 30 28.     (N)    084 06 57.     (W)     SCALED    
 AB7045* NAVD 88     -        58.200  (meters)     190.94   (feet)  ADJUSTED  
 AB7045  ___________________________________________________________________
 AB7045  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AB7045  DYNAMIC HT  -          58.129 (meters)     190.71  (feet)  COMP
 AB7045  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 AB7045
 AB7045  VERT ORDER  -  SECOND    CLASS II
 AB7045
 AB7045.The horizontal coordinates were scaled from a topographic map and have
 AB7045.an estimated accuracy of +/- 6 seconds.
 AB7045
 AB7045.The orthometric height was determined by differential leveling
 AB7045.and adjusted by the National Geodetic Survey in November 1996..
 AB7045
 AB7045.The geoid height was determined by GEOID03.
 AB7045
 AB7045.The dynamic height is computed by dividing the NAVD 88
 AB7045.geopotential number by the normal gravity value computed on the
 AB7045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7045.degrees latitude (g = 980.6199 gals.).
 AB7045
 AB7045.The modeled gravity was interpolated from observed gravity values.
 AB7045
 AB7045;                    North         East    Units  Estimated Accuracy
 AB7045;SPC GA W     -   167,150.      704,830.      MT  (+/- 180 meters Scaled)
 AB7045
 AB7045                          SUPERSEDED SURVEY CONTROL
 AB7045
 AB7045.No superseded survey control is available for this station.
 AB7045
 AB7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV739894(NAD 83)
 AB7045_MARKER: A = ALUMINUM MARKER
 AB7045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7045_SP_SET: HEADWALL
 AB7045_STAMPING: 540 DSC 1988
 AB7045_MARK LOGO: ALBDOU
 AB7045_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7045+STABILITY: SURFACE MOTION
 AB7045
 AB7045  HISTORY     - Date     Condition        Report By
 AB7045  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7045  HISTORY     - 19951213 GOOD             NGS
 AB7045
 AB7045                          STATION DESCRIPTION
 AB7045
 AB7045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7045'MARK IS ABOUT 6.5 MILES (10.5 KM) SSE FROM DOWNTOWN ALBANY IN SE
 AB7045'DOUGHERTY COUNTY, 4.4 MILES (7.1 KM) NORTH ALONG US 19 FROM MITCHELL
 AB7045'COUNTY LINE, 2.95 MI (4.75 KM) NORTH OF NELMS ROAD, 2.75 MILES (4.43
 AB7045'KM) SOUTH OF CLOVERLEAF JUNCTION WITH SR 234, 1.55 MILES (2.49 KM)
 AB7045'SOUTH OF HOLLY DRIVE, 0.25 MILE (0.40 KM) SOUTH OF FIRST CHURCH OF THE
 AB7045'NAZARENE, 0.15 MILE (0.24 KM) NORTH OF SKYLARK RD, 0.05 MILE (0.08 KM)
 AB7045'SOUTH OF DRIVEWAY NEXT TO 13 MAILBOXES, IN TOP OF SOUTH END OF EAST
 AB7045'HEADWALL, 23.5 FT (7.2 M) EAST OF EAST EDGE PAVEMENT US 19, 39 FT
 AB7045'(11.9 M) EAST OF NORTHBOUND LANES, 28.5 FT (8.7 M) WEST OF OAK TREE AT
 AB7045'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0187 ***********************************************************************
 DF0187  DESIGNATION -  542
 DF0187  PID         -  DF0187
 DF0187  STATE/COUNTY-  GA/COLUMBIA
 DF0187  USGS QUAD   -  HARLEM (1980)
 DF0187
 DF0187                         *CURRENT SURVEY CONTROL
 DF0187  ___________________________________________________________________
 DF0187* NAD 83(1986)-  33 24 59.     (N)    082 18 47.     (W)     SCALED    
 DF0187* NAVD 88     -       164.722  (meters)     540.43   (feet)  ADJUSTED  
 DF0187  ___________________________________________________________________
 DF0187  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DF0187  DYNAMIC HT  -         164.547 (meters)     539.85  (feet)  COMP
 DF0187  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DF0187
 DF0187  VERT ORDER  -  FIRST     CLASS II
 DF0187
 DF0187.The horizontal coordinates were scaled from a topographic map and have
 DF0187.an estimated accuracy of +/- 6 seconds.
 DF0187
 DF0187.The orthometric height was determined by differential leveling
 DF0187.and adjusted by the National Geodetic Survey in June 1991..
 DF0187
 DF0187.The geoid height was determined by GEOID03.
 DF0187
 DF0187.The dynamic height is computed by dividing the NAVD 88
 DF0187.geopotential number by the normal gravity value computed on the
 DF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0187.degrees latitude (g = 980.6199 gals.).
 DF0187
 DF0187.The modeled gravity was interpolated from observed gravity values.
 DF0187
 DF0187;                    North         East    Units  Estimated Accuracy
 DF0187;SPC GA E     -   378,790.      186,390.      MT  (+/- 180 meters Scaled)
 DF0187
 DF0187                          SUPERSEDED SURVEY CONTROL
 DF0187
 DF0187  NGVD 29 (??/??/92)  164.940  (m)          541.14   (f) ADJ UNCH    1 2
 DF0187
 DF0187.Superseded values are not recommended for survey control.
 DF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0187.See file dsdata.txt to determine how the superseded data were derived.
 DF0187
 DF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS779982(NAD 83)
 DF0187_MARKER: P = PIPE CAP
 DF0187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0187_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0187_STAMPING: 542 1918 B
 DF0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0187
 DF0187  HISTORY     - Date     Condition        Report By
 DF0187  HISTORY     - 1918     MONUMENTED       USGS
 DF0187  HISTORY     - 1960     GOOD             NGS
 DF0187  HISTORY     - 1962     GOOD             NGS
 DF0187
 DF0187                          STATION DESCRIPTION
 DF0187
 DF0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0187'AT HARLEM.
 DF0187'AT HARLEM, 82 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DF0187'GEORGIA RAILROAD STATION, 107 YARDS WEST OF CROSSING OF STATE
 DF0187'HIGHWAY 47, 15 1/2 FEET SOUTH OF THE CENTER LINE OF NORTH HICKS
 DF0187'STREET, 16 FEET NORTH OF THE NORTH RAIL OF SIDE TRACK, 29.3 FEET
 DF0187'NORTH OF THE NORTH RAIL OF MAIN TRACK, 5 1/2 FEET WEST OF A
 DF0187'SHRUB BUSH ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND RIVETED
 DF0187'ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 3 INCHES.
 DF0187
 DF0187                          STATION RECOVERY (1962)
 DF0187
 DF0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7046 ***********************************************************************
 AB7046  DESIGNATION -  542 DSC
 AB7046  PID         -  AB7046
 AB7046  STATE/COUNTY-  GA/DOUGHERTY
 AB7046  USGS QUAD   -  ALBANY EAST (1988)
 AB7046
 AB7046                         *CURRENT SURVEY CONTROL
 AB7046  ___________________________________________________________________
 AB7046* NAD 83(1986)-  31 31 00.     (N)    084 06 55.     (W)     SCALED    
 AB7046* NAVD 88     -        57.348  (meters)     188.15   (feet)  ADJUSTED  
 AB7046  ___________________________________________________________________
 AB7046  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB7046  DYNAMIC HT  -          57.278 (meters)     187.92  (feet)  COMP
 AB7046  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 AB7046
 AB7046  VERT ORDER  -  SECOND    CLASS II
 AB7046
 AB7046.The horizontal coordinates were scaled from a topographic map and have
 AB7046.an estimated accuracy of +/- 6 seconds.
 AB7046
 AB7046.The orthometric height was determined by differential leveling
 AB7046.and adjusted by the National Geodetic Survey in November 1996..
 AB7046
 AB7046.The geoid height was determined by GEOID03.
 AB7046
 AB7046.The dynamic height is computed by dividing the NAVD 88
 AB7046.geopotential number by the normal gravity value computed on the
 AB7046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7046.degrees latitude (g = 980.6199 gals.).
 AB7046
 AB7046.The modeled gravity was interpolated from observed gravity values.
 AB7046
 AB7046;                    North         East    Units  Estimated Accuracy
 AB7046;SPC GA W     -   168,130.      704,880.      MT  (+/- 180 meters Scaled)
 AB7046
 AB7046                          SUPERSEDED SURVEY CONTROL
 AB7046
 AB7046.No superseded survey control is available for this station.
 AB7046
 AB7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV739904(NAD 83)
 AB7046_MARKER: A = ALUMINUM MARKER
 AB7046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7046_SP_SET: HEADWALL
 AB7046_STAMPING: 542 DSC 1988
 AB7046_MARK LOGO: ALBDOU
 AB7046_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7046+STABILITY: SURFACE MOTION
 AB7046
 AB7046  HISTORY     - Date     Condition        Report By
 AB7046  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7046  HISTORY     - 19951213 GOOD             NGS
 AB7046
 AB7046                          STATION DESCRIPTION
 AB7046
 AB7046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7046'MARK IS ABOUT 5.5 MILES (8.9 KM) SSE OF DOWNTOWN ALBANY, 2.05 MILES
 AB7046'(3.30 KM) SOUTH ALONG US 19 FROM CLOVERLEAF INTERCHANGE WITH SR 234,
 AB7046'0.8 MILE (1.3 KM) SOUTH OF HOLLEY DR, 3.60 MI (5.79 KM) NORTH OF NELMS
 AB7046'ROAD AND 5.1 MILES (8.2 KM) NORTH OF MITCHELL COUNTY LINE, 141 FT
 AB7046'(43.0 M) SOUTH OF HONEYSUCKLE DRIVE, IN TOP OF SOUTH END OF EAST
 AB7046'HEADWALL, 11 FT (3.4 M) EAST OF EDGE PAVEMENT US 19, 27 FT (8.2 M)
 AB7046'EAST OF CENTERLINE NORTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7096 ***********************************************************************
 AB7096  DESIGNATION -  545 DSC
 AB7096  PID         -  AB7096
 AB7096  STATE/COUNTY-  GA/DOUGHERTY
 AB7096  USGS QUAD   -  ALBANY EAST (1988)
 AB7096
 AB7096                         *CURRENT SURVEY CONTROL
 AB7096  ___________________________________________________________________
 AB7096* NAD 83(1986)-  31 33 51.     (N)    084 00 53.     (W)     SCALED    
 AB7096* NAVD 88     -        72.367  (meters)     237.42   (feet)  ADJUSTED  
 AB7096  ___________________________________________________________________
 AB7096  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB7096  DYNAMIC HT  -          72.279 (meters)     237.14  (feet)  COMP
 AB7096  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 AB7096
 AB7096  VERT ORDER  -  SECOND    CLASS II
 AB7096
 AB7096.The horizontal coordinates were scaled from a topographic map and have
 AB7096.an estimated accuracy of +/- 6 seconds.
 AB7096
 AB7096.The orthometric height was determined by differential leveling
 AB7096.and adjusted by the National Geodetic Survey in November 1996..
 AB7096
 AB7096.The geoid height was determined by GEOID03.
 AB7096
 AB7096.The dynamic height is computed by dividing the NAVD 88
 AB7096.geopotential number by the normal gravity value computed on the
 AB7096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7096.degrees latitude (g = 980.6199 gals.).
 AB7096
 AB7096.The modeled gravity was interpolated from observed gravity values.
 AB7096
 AB7096;                    North         East    Units  Estimated Accuracy
 AB7096;SPC GA W     -   173,410.      714,420.      MT  (+/- 180 meters Scaled)
 AB7096
 AB7096                          SUPERSEDED SURVEY CONTROL
 AB7096
 AB7096.No superseded survey control is available for this station.
 AB7096
 AB7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV833959(NAD 83)
 AB7096_MARKER: A = ALUMINUM MARKER
 AB7096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7096_SP_SET: HEADWALL
 AB7096_STAMPING: 545 DSC 1988
 AB7096_MARK LOGO: ALBDOU
 AB7096_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7096+STABILITY: SURFACE MOTION
 AB7096
 AB7096  HISTORY     - Date     Condition        Report By
 AB7096  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7096  HISTORY     - 19951213 GOOD             NGS
 AB7096
 AB7096                          STATION DESCRIPTION
 AB7096
 AB7096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7096'MARK IS ABOUT 9 MILES (14.5 KM) EAST OF DOWNTOWN ALBANY IN EASTERN
 AB7096'DOUGHERTY COUNTY, 4.95 MILES (7.97 KM) EAST ALONG US 82 (SYLVESTER RD)
 AB7096'FROM MOCK ROAD TO THE MARK ON THE LEFT, 1.20 MI (1.93 KM) NORTHWEST
 AB7096'ALONG SAME FROM WORTH COUNTY LINE AND COUNTY LINE ROAD, IN TOP OF
 AB7096'SOUTH END OF EAST HEADWALL, 43 FT (13.1 M) SSW OF POWERPOLE, 32 FT
 AB7096'(9.8 M) NE OF C/L HWY, 1.2 FT (0.4 M) NW OF POST WITH REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7097 ***********************************************************************
 AB7097  DESIGNATION -  546 DSC
 AB7097  PID         -  AB7097
 AB7097  STATE/COUNTY-  GA/DOUGHERTY
 AB7097  USGS QUAD   -  ALBANY EAST (1988)
 AB7097
 AB7097                         *CURRENT SURVEY CONTROL
 AB7097  ___________________________________________________________________
 AB7097* NAD 83(1986)-  31 34 13.     (N)    084 01 25.     (W)     SCALED    
 AB7097* NAVD 88     -        66.714  (meters)     218.88   (feet)  ADJUSTED  
 AB7097  ___________________________________________________________________
 AB7097  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7097  DYNAMIC HT  -          66.633 (meters)     218.61  (feet)  COMP
 AB7097  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 AB7097
 AB7097  VERT ORDER  -  SECOND    CLASS II
 AB7097
 AB7097.The horizontal coordinates were scaled from a topographic map and have
 AB7097.an estimated accuracy of +/- 6 seconds.
 AB7097
 AB7097.The orthometric height was determined by differential leveling
 AB7097.and adjusted by the National Geodetic Survey in November 1996..
 AB7097
 AB7097.The geoid height was determined by GEOID03.
 AB7097
 AB7097.The dynamic height is computed by dividing the NAVD 88
 AB7097.geopotential number by the normal gravity value computed on the
 AB7097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7097.degrees latitude (g = 980.6199 gals.).
 AB7097
 AB7097.The modeled gravity was interpolated from observed gravity values.
 AB7097
 AB7097;                    North         East    Units  Estimated Accuracy
 AB7097;SPC GA W     -   174,080.      713,580.      MT  (+/- 180 meters Scaled)
 AB7097
 AB7097                          SUPERSEDED SURVEY CONTROL
 AB7097
 AB7097.No superseded survey control is available for this station.
 AB7097
 AB7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV824966(NAD 83)
 AB7097_MARKER: A = ALUMINUM MARKER
 AB7097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7097_SP_SET: HEADWALL
 AB7097_STAMPING: 546 DSC 1988
 AB7097_MARK LOGO: ALBDOU
 AB7097_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7097+STABILITY: SURFACE MOTION
 AB7097
 AB7097  HISTORY     - Date     Condition        Report By
 AB7097  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7097  HISTORY     - 19951213 GOOD             NGS
 AB7097
 AB7097                          STATION DESCRIPTION
 AB7097
 AB7097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7097'MARK IS ABOUT 6.5 MILES (10.5 KM) EAST FROM DOWNTOWN ALBANY IN EASTERN
 AB7097'DOUGHERTY COUNTY, 4.3 MILES (6.9 KM) EAST ALONG US HWY 82 FROM MOCK RD
 AB7097'TO THE MARK ON THE LEFT, 1.85 MILES (2.98 KM) NW ALONG SAME FROM WORTH
 AB7097'COUNTY LINE AND COUNTY LINE ROAD, 0.4 MILE (0.6 KM) SE OF LARGE
 AB7097'OVERPASS, AT MILE POST 13, JUST NW OF BRICK HOUSE NUMBER 3905, IN TOP
 AB7097'OF SOUTH END OF EAST HEADWALL, 30 FT (9.1 M) NE OF WESTBOUND LANES,
 AB7097'89.3 FT (27.2 M) SSE OF A POWERPOLE, 1.75 FT (0.53 M) NW OF
 AB7097'SOUTHERNMOST POST WITH REFLECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7098 ***********************************************************************
 AB7098  DESIGNATION -  547 DSC
 AB7098  PID         -  AB7098
 AB7098  STATE/COUNTY-  GA/DOUGHERTY
 AB7098  USGS QUAD   -  ALBANY EAST (1988)
 AB7098
 AB7098                         *CURRENT SURVEY CONTROL
 AB7098  ___________________________________________________________________
 AB7098* NAD 83(1986)-  31 34 21.     (N)    084 02 25.     (W)     SCALED    
 AB7098* NAVD 88     -        64.749  (meters)     212.43   (feet)  ADJUSTED  
 AB7098  ___________________________________________________________________
 AB7098  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7098  DYNAMIC HT  -          64.670 (meters)     212.17  (feet)  COMP
 AB7098  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 AB7098
 AB7098  VERT ORDER  -  SECOND    CLASS II
 AB7098
 AB7098.The horizontal coordinates were scaled from a topographic map and have
 AB7098.an estimated accuracy of +/- 6 seconds.
 AB7098
 AB7098.The orthometric height was determined by differential leveling
 AB7098.and adjusted by the National Geodetic Survey in November 1996..
 AB7098
 AB7098.The geoid height was determined by GEOID03.
 AB7098
 AB7098.The dynamic height is computed by dividing the NAVD 88
 AB7098.geopotential number by the normal gravity value computed on the
 AB7098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7098.degrees latitude (g = 980.6199 gals.).
 AB7098
 AB7098.The modeled gravity was interpolated from observed gravity values.
 AB7098
 AB7098;                    North         East    Units  Estimated Accuracy
 AB7098;SPC GA W     -   174,330.      712,000.      MT  (+/- 180 meters Scaled)
 AB7098
 AB7098                          SUPERSEDED SURVEY CONTROL
 AB7098
 AB7098.No superseded survey control is available for this station.
 AB7098
 AB7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV809968(NAD 83)
 AB7098_MARKER: A = ALUMINUM MARKER
 AB7098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7098_SP_SET: HEADWALL
 AB7098_STAMPING: 547 DSC 1988
 AB7098_MARK LOGO: ALBDOU
 AB7098_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7098+STABILITY: SURFACE MOTION
 AB7098
 AB7098  HISTORY     - Date     Condition        Report By
 AB7098  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7098  HISTORY     - 19951212 GOOD             NGS
 AB7098
 AB7098                          STATION DESCRIPTION
 AB7098
 AB7098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7098'MARK IS ABOUT 7 MILES (11.3 KM) EAST OF ALBANY, 3.25 MI (5.23 KM) EAST
 AB7098'ALONG US 82 FROM MOCK ROAD AT FIVE POINTS IN ALBANY TO THE MARK ON THE
 AB7098'RIGHT, 2.9 MILES (4.7 KM) NW AND WEST FROM THE WORTH COUNTY LINE, JUST
 AB7098'WEST OF RAMSEY RD, IN TOP OF WEST END OF SOUTH HEADWALL, 27.4 FT (8.4
 AB7098'M) SOUTH OF SOUTH EDGE OF PAVEMENT, 25.4 FT (7.7 M) EAST OF BACK OF
 AB7098'SQUARE CURB AT DRIVEWAY TO PACK AND SACK STORE, 19 FT (5.8 M) NNW OF
 AB7098'24-INCH FLARED END SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7099 ***********************************************************************
 AB7099  DESIGNATION -  549 DSC
 AB7099  PID         -  AB7099
 AB7099  STATE/COUNTY-  GA/DOUGHERTY
 AB7099  USGS QUAD   -  ALBANY EAST (1988)
 AB7099
 AB7099                         *CURRENT SURVEY CONTROL
 AB7099  ___________________________________________________________________
 AB7099* NAD 83(1986)-  31 34 22.     (N)    084 02 39.     (W)     SCALED    
 AB7099* NAVD 88     -        65.158  (meters)     213.77   (feet)  ADJUSTED  
 AB7099  ___________________________________________________________________
 AB7099  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7099  DYNAMIC HT  -          65.079 (meters)     213.51  (feet)  COMP
 AB7099  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 AB7099
 AB7099  VERT ORDER  -  SECOND    CLASS II
 AB7099
 AB7099.The horizontal coordinates were scaled from a topographic map and have
 AB7099.an estimated accuracy of +/- 6 seconds.
 AB7099
 AB7099.The orthometric height was determined by differential leveling
 AB7099.and adjusted by the National Geodetic Survey in November 1996..
 AB7099
 AB7099.The geoid height was determined by GEOID03.
 AB7099
 AB7099.The dynamic height is computed by dividing the NAVD 88
 AB7099.geopotential number by the normal gravity value computed on the
 AB7099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7099.degrees latitude (g = 980.6199 gals.).
 AB7099
 AB7099.The modeled gravity was interpolated from observed gravity values.
 AB7099
 AB7099;                    North         East    Units  Estimated Accuracy
 AB7099;SPC GA W     -   174,360.      711,630.      MT  (+/- 180 meters Scaled)
 AB7099
 AB7099                          SUPERSEDED SURVEY CONTROL
 AB7099
 AB7099.No superseded survey control is available for this station.
 AB7099
 AB7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV805968(NAD 83)
 AB7099_MARKER: A = ALUMINUM MARKER
 AB7099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7099_SP_SET: HEADWALL
 AB7099_STAMPING: 549 DSC 1988
 AB7099_MARK LOGO: ALBDOU
 AB7099_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7099+STABILITY: SURFACE MOTION
 AB7099
 AB7099  HISTORY     - Date     Condition        Report By
 AB7099  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7099  HISTORY     - 19900301 GOOD             HOBBS
 AB7099
 AB7099                          STATION DESCRIPTION
 AB7099
 AB7099'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7099'MARK IS ABOUT 7 MILES (11.3 KM) EAST OF DOWNTOWN ALBANY, 3.1 MILES
 AB7099'(5.0 KM) EAST ALONG US 82 (SYLVESTER HIGHWAY) FROM MOCK ROAD, 3.05
 AB7099'MILES (4.91 KM) NW AND WEST OF WORTH COUNTY LINE, IN TOP OF EAST END
 AB7099'OF SOUTH HEADWALL, 37.7 FT (11.5 M) NORTHEAST OF A POWERPOLE, 18.2 FT
 AB7099'(5.5 M) SOUTH OF SOUTH EDGE HWY PAVEMENT, 47.3 FT (14.4 M) NORTH OF A
 AB7099'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1156 ***********************************************************************
 CL1156  DESIGNATION -  55 FAR USGS
 CL1156  PID         -  CL1156
 CL1156  STATE/COUNTY-  GA/EMANUEL
 CL1156  USGS QUAD   -  SUMMERTOWN (1985)
 CL1156
 CL1156                         *CURRENT SURVEY CONTROL
 CL1156  ___________________________________________________________________
 CL1156* NAD 83(1986)-  32 44 49.     (N)    082 16 33.     (W)     SCALED    
 CL1156* NAVD 88     -        76.228  (meters)     250.09   (feet)  ADJUSTED  
 CL1156  ___________________________________________________________________
 CL1156  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL1156  DYNAMIC HT  -          76.143 (meters)     249.81  (feet)  COMP
 CL1156  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CL1156
 CL1156  VERT ORDER  -  FIRST     CLASS II
 CL1156
 CL1156.The horizontal coordinates were scaled from a topographic map and have
 CL1156.an estimated accuracy of +/- 6 seconds.
 CL1156
 CL1156.The orthometric height was determined by differential leveling
 CL1156.and adjusted by the National Geodetic Survey in June 1991..
 CL1156
 CL1156.The geoid height was determined by GEOID03.
 CL1156
 CL1156.The dynamic height is computed by dividing the NAVD 88
 CL1156.geopotential number by the normal gravity value computed on the
 CL1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1156.degrees latitude (g = 980.6199 gals.).
 CL1156
 CL1156.The modeled gravity was interpolated from observed gravity values.
 CL1156
 CL1156;                    North         East    Units  Estimated Accuracy
 CL1156;SPC GA E     -   304,550.      189,770.      MT  (+/- 180 meters Scaled)
 CL1156
 CL1156                          SUPERSEDED SURVEY CONTROL
 CL1156
 CL1156.No superseded survey control is available for this station.
 CL1156
 CL1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS804239(NAD 83)
 CL1156_MARKER: DD = SURVEY DISK
 CL1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1156_SP_SET: CONCRETE POST
 CL1156_STAMPING: 55 FAR 1970
 CL1156_PROJECTION: PROJECTING 3 CENTIMETERS
 CL1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1156+STABILITY: SURFACE MOTION
 CL1156
 CL1156  HISTORY     - Date     Condition        Report By
 CL1156  HISTORY     - 1970     MONUMENTED       USGS
 CL1156  HISTORY     - 1979     GOOD             NGS
 CL1156
 CL1156                          STATION DESCRIPTION
 CL1156
 CL1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1156'6.05 MI SOUTH FROM MIDVILLE.
 CL1156'5.5 MILES SOUTH ALONG STATE HIGHWAY 56 FROM THE CENTRAL OF GEORGIA
 CL1156'RAILROAD CROSSING AT MIDVILLE TO THE JUNCTION OF STATE HIGHWAY 192,
 CL1156'THENCE 0.55 MILE NORTHWEST ALONG A PAVED ROAD, 0.1 MILE NORTH OF A
 CL1156'RAILROAD CROSSING, AT A RIGHT ANGLE CURVE IN THE ROAD AND THE
 CL1156'JUNCTION OF A PAVED ROAD, 72 FT. NORTH OF THE CENTERLINE OF THE PAVED
 CL1156'ROAD, 31.5 FT. NORTHWEST OF NORTHWEST RAIL OF MAIN TRACKS, 28 FT.
 CL1156'SOUTHEAST OF SOUTHEAST CORNER OF ONE STORY CONCRETE BLOCK HOUSE,
 CL1156'17 FT. EAST OF CENTERLINE OF DIRT ROAD.
 CL1156'THE MARK IS 2 FT  N FROM A WITNESS POST.
 CL1156'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1618 ***********************************************************************
 BE1618  DESIGNATION -  55 JWM USGS
 BE1618  PID         -  BE1618
 BE1618  STATE/COUNTY-  GA/SEMINOLE
 BE1618  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE1618
 BE1618                         *CURRENT SURVEY CONTROL
 BE1618  ___________________________________________________________________
 BE1618* NAD 83(1986)-  30 52 26.     (N)    084 47 32.     (W)     SCALED    
 BE1618* NAVD 88     -        35.377  (meters)     116.07   (feet)  ADJUSTED  
 BE1618  ___________________________________________________________________
 BE1618  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BE1618  DYNAMIC HT  -          35.332 (meters)     115.92  (feet)  COMP
 BE1618  MODELED GRAV-     979,374.2   (mgal)                       NAVD 88
 BE1618
 BE1618  VERT ORDER  -  SECOND    CLASS 0
 BE1618
 BE1618.The horizontal coordinates were scaled from a topographic map and have
 BE1618.an estimated accuracy of +/- 6 seconds.
 BE1618
 BE1618.The orthometric height was determined by differential leveling
 BE1618.and adjusted by the National Geodetic Survey in June 1991..
 BE1618
 BE1618.The geoid height was determined by GEOID03.
 BE1618
 BE1618.The dynamic height is computed by dividing the NAVD 88
 BE1618.geopotential number by the normal gravity value computed on the
 BE1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1618.degrees latitude (g = 980.6199 gals.).
 BE1618
 BE1618.The modeled gravity was interpolated from observed gravity values.
 BE1618
 BE1618;                    North         East    Units  Estimated Accuracy
 BE1618;SPC GA W     -    97,040.      640,180.      MT  (+/- 180 meters Scaled)
 BE1618
 BE1618                          SUPERSEDED SURVEY CONTROL
 BE1618
 BE1618  NGVD 29 (??/??/92)   35.509  (m)          116.50   (f) ADJ UNCH    2 0
 BE1618
 BE1618.Superseded values are not recommended for survey control.
 BE1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1618.See file dsdata.txt to determine how the superseded data were derived.
 BE1618
 BE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV110177(NAD 83)
 BE1618_MARKER: DD = SURVEY DISK
 BE1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1618_STAMPING: 55 JWM 1951 117
 BE1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1618+STABILITY: SURFACE MOTION
 BE1618
 BE1618  HISTORY     - Date     Condition        Report By
 BE1618  HISTORY     - 1951     MONUMENTED       USGS
 BE1618  HISTORY     - 1952     GOOD             NGS
 BE1618  HISTORY     - 1958     GOOD             NGS
 BE1618
 BE1618                          STATION DESCRIPTION
 BE1618
 BE1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1618'4.4 MI E FROM DESSER.
 BE1618'ABOUT 4.45 MILES EAST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1618'AND SALEM CHURCH AND CEMETERY AT DESSER, ABOUT 0.85 MILE WEST
 BE1618'OF A CROSSROAD, AT THE JUNCTIN OF A ROAD NORTH TO IRON CITY,
 BE1618'39 FEET NORTHEAST OF CENTER LINE OF ROAD, 30 FEET WEST OF CENTER
 BE1618'LINE OF ROAD NORTH TO IRON CITY, 13 FEET NORTHWEST OF ROAD
 BE1618'ALONG NORTHWEST SIDE OF TRIANGLE FORMED BY JUNCTION, 7 FEET
 BE1618'SOUTH-SOUTHWEST OF A 10-INCH OAK TREE, 1 FOOT NORTH OF A WHITE
 BE1618'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 BE1618'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE1618'NOTE-- 1958-- THE ROAD NORTH TO IRON CITY IS PRESENTLY (1958)
 BE1618'BEING SURFACED AND IS BEING ROUTED JUST EAST OF THE ORIGINAL
 BE1618'ROUTE.  THE MARK WILL NOT BE DISTURBED BY THIS CONSTRUCTION.
 BE1618
 BE1618                          STATION RECOVERY (1958)
 BE1618
 BE1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BE1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7100 ***********************************************************************
 AB7100  DESIGNATION -  550 DSC
 AB7100  PID         -  AB7100
 AB7100  STATE/COUNTY-  GA/DOUGHERTY
 AB7100  USGS QUAD   -  ALBANY EAST (1988)
 AB7100
 AB7100                         *CURRENT SURVEY CONTROL
 AB7100  ___________________________________________________________________
 AB7100* NAD 83(1986)-  31 34 24.     (N)    084 03 06.     (W)     SCALED    
 AB7100* NAVD 88     -        65.157  (meters)     213.77   (feet)  ADJUSTED  
 AB7100  ___________________________________________________________________
 AB7100  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7100  DYNAMIC HT  -          65.079 (meters)     213.51  (feet)  COMP
 AB7100  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 AB7100
 AB7100  VERT ORDER  -  SECOND    CLASS II
 AB7100
 AB7100.The horizontal coordinates were scaled from a topographic map and have
 AB7100.an estimated accuracy of +/- 6 seconds.
 AB7100
 AB7100.The orthometric height was determined by differential leveling
 AB7100.and adjusted by the National Geodetic Survey in November 1996..
 AB7100
 AB7100.The geoid height was determined by GEOID03.
 AB7100
 AB7100.The dynamic height is computed by dividing the NAVD 88
 AB7100.geopotential number by the normal gravity value computed on the
 AB7100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7100.degrees latitude (g = 980.6199 gals.).
 AB7100
 AB7100.The modeled gravity was interpolated from observed gravity values.
 AB7100
 AB7100;                    North         East    Units  Estimated Accuracy
 AB7100;SPC GA W     -   174,420.      710,920.      MT  (+/- 180 meters Scaled)
 AB7100
 AB7100                          SUPERSEDED SURVEY CONTROL
 AB7100
 AB7100.No superseded survey control is available for this station.
 AB7100
 AB7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV798969(NAD 83)
 AB7100_MARKER: A = ALUMINUM MARKER
 AB7100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7100_SP_SET: HEADWALL
 AB7100_STAMPING: 550 DSC 1988
 AB7100_MARK LOGO: ALBDOU
 AB7100_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7100+STABILITY: SURFACE MOTION
 AB7100
 AB7100  HISTORY     - Date     Condition        Report By
 AB7100  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7100  HISTORY     - 19900301 GOOD             HOBBS
 AB7100
 AB7100                          STATION DESCRIPTION
 AB7100
 AB7100'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7100'MARK IS ABOUT 7.5 MILES (12.1 KM) EAST OF DOWNTOWN ALBANY, 3.65 MILES
 AB7100'(5.87 KM) WEST ALONG US 82 (SYLVESTER ROAD) FROM COUNTY LINE ROAD, 2.5
 AB7100'MILES (4.0 KM) EAST OF MOCK RD, NORTH ACROSS HWY FROM COOPER TIRE
 AB7100'PLANT, AT JUNCTION OF BRANCH ROAD, IN TOP OF WEST END OF NORTH
 AB7100'HEADWALL, 22 FT (6.7 M) NORTH OF NORTH EDGE OF US 82 WESTBOUND
 AB7100'SHOULDER, 28 FT (8.5 M) NORTHWEST OF STREET LIGHT POLE, 112 FT (34.1
 AB7100'M) WEST OF CENTERLINE BRANCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7101 ***********************************************************************
 AB7101  DESIGNATION -  552 DSC
 AB7101  PID         -  AB7101
 AB7101  STATE/COUNTY-  GA/DOUGHERTY
 AB7101  USGS QUAD   -  ALBANY EAST (1988)
 AB7101
 AB7101                         *CURRENT SURVEY CONTROL
 AB7101  ___________________________________________________________________
 AB7101* NAD 83(1986)-  31 34 21.     (N)    084 03 50.     (W)     SCALED    
 AB7101* NAVD 88     -        63.633  (meters)     208.77   (feet)  ADJUSTED  
 AB7101  ___________________________________________________________________
 AB7101  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7101  DYNAMIC HT  -          63.557 (meters)     208.52  (feet)  COMP
 AB7101  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 AB7101
 AB7101  VERT ORDER  -  SECOND    CLASS II
 AB7101
 AB7101.The horizontal coordinates were scaled from a topographic map and have
 AB7101.an estimated accuracy of +/- 6 seconds.
 AB7101
 AB7101.The orthometric height was determined by differential leveling
 AB7101.and adjusted by the National Geodetic Survey in November 1996..
 AB7101
 AB7101.The geoid height was determined by GEOID03.
 AB7101
 AB7101.The dynamic height is computed by dividing the NAVD 88
 AB7101.geopotential number by the normal gravity value computed on the
 AB7101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7101.degrees latitude (g = 980.6199 gals.).
 AB7101
 AB7101.The modeled gravity was interpolated from observed gravity values.
 AB7101
 AB7101;                    North         East    Units  Estimated Accuracy
 AB7101;SPC GA W     -   174,320.      709,760.      MT  (+/- 180 meters Scaled)
 AB7101
 AB7101                          SUPERSEDED SURVEY CONTROL
 AB7101
 AB7101.No superseded survey control is available for this station.
 AB7101
 AB7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV786967(NAD 83)
 AB7101_MARKER: A = ALUMINUM MARKER
 AB7101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7101_SP_SET: HEADWALL
 AB7101_STAMPING: 552 DSC 1988
 AB7101_MARK LOGO: ALBDOU
 AB7101_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7101+STABILITY: SURFACE MOTION
 AB7101
 AB7101  HISTORY     - Date     Condition        Report By
 AB7101  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7101  HISTORY     - 19951212 GOOD             NGS
 AB7101
 AB7101                          STATION DESCRIPTION
 AB7101
 AB7101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7101'MARK IS ABOUT 5.5 MILES (8.9 KM) EAST OF DOWNTOWN ALBANY, 1.85 MILES
 AB7101'(2.98 KM) EAST ALONG US 82 (SYLVESTER RD) FROM MOCK ROAD IN ALBANY,
 AB7101'4.3 MILES (6.9 KM) NW AND WEST OF COUNTY LINE RD, IN TOP OF WEST END
 AB7101'OF SOUTH HEADWALL, 17.8 FT (5.4 M) SOUTH OF SOUTH EDGE OF EASTBOUND
 AB7101'SHOULDER, 76.6 FT (23.3 M) NORTHEAST OF A POWERPOLE, 143.7 FT (43.8 M)
 AB7101'WEST OF WEST ENTRANCE DRIVEWAY OF VICTORY TABERNACLE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7102 ***********************************************************************
 AB7102  DESIGNATION -  553 DSC
 AB7102  PID         -  AB7102
 AB7102  STATE/COUNTY-  GA/DOUGHERTY
 AB7102  USGS QUAD   -  ALBANY EAST (1988)
 AB7102
 AB7102                         *CURRENT SURVEY CONTROL
 AB7102  ___________________________________________________________________
 AB7102* NAD 83(1986)-  31 34 26.     (N)    084 04 05.     (W)     SCALED    
 AB7102* NAVD 88     -        60.429  (meters)     198.26   (feet)  ADJUSTED  
 AB7102  ___________________________________________________________________
 AB7102  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7102  DYNAMIC HT  -          60.356 (meters)     198.02  (feet)  COMP
 AB7102  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 AB7102
 AB7102  VERT ORDER  -  SECOND    CLASS II
 AB7102
 AB7102.The horizontal coordinates were scaled from a topographic map and have
 AB7102.an estimated accuracy of +/- 6 seconds.
 AB7102
 AB7102.The orthometric height was determined by differential leveling
 AB7102.and adjusted by the National Geodetic Survey in November 1996..
 AB7102
 AB7102.The geoid height was determined by GEOID03.
 AB7102
 AB7102.The dynamic height is computed by dividing the NAVD 88
 AB7102.geopotential number by the normal gravity value computed on the
 AB7102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7102.degrees latitude (g = 980.6199 gals.).
 AB7102
 AB7102.The modeled gravity was interpolated from observed gravity values.
 AB7102
 AB7102;                    North         East    Units  Estimated Accuracy
 AB7102;SPC GA W     -   174,480.      709,360.      MT  (+/- 180 meters Scaled)
 AB7102
 AB7102                          SUPERSEDED SURVEY CONTROL
 AB7102
 AB7102.No superseded survey control is available for this station.
 AB7102
 AB7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV782969(NAD 83)
 AB7102_MARKER: A = ALUMINUM MARKER
 AB7102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7102_SP_SET: HEADWALL
 AB7102_STAMPING: 553 DSC 1988
 AB7102_MARK LOGO: ALBDOU
 AB7102_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7102+STABILITY: SURFACE MOTION
 AB7102
 AB7102  HISTORY     - Date     Condition        Report By
 AB7102  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7102  HISTORY     - 19951213 GOOD             NGS
 AB7102
 AB7102                          STATION DESCRIPTION
 AB7102
 AB7102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7102'MARK IS ABOUT 5.5 MILES (8.9 KM) EAST OF DOWNTOWN ALBANY, 1.65 MILES
 AB7102'(2.66 KM) EAST ALONG US 82 (SYLVESTER HWY) FROM MOCK ROAD IN ALBANY,
 AB7102'4.5 MILES (7.2 KM) WEST OF WORTH COUNTY LINE, IN TOP OF EAST END OF
 AB7102'SOUTH HEADWALL, 17.5 FT (5.3 M) SOUTH OF EASTBOUND EDGE OF PAVEMENT,
 AB7102'19.7 FT (6.0 M) ESE OF A POST WITH REFLECTOR, 53.3 FT (16.2 M) ENE OF
 AB7102'A SANITARY SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7103 ***********************************************************************
 AB7103  DESIGNATION -  554 DSC
 AB7103  PID         -  AB7103
 AB7103  STATE/COUNTY-  GA/DOUGHERTY
 AB7103  USGS QUAD   -  ALBANY EAST (1988)
 AB7103
 AB7103                         *CURRENT SURVEY CONTROL
 AB7103  ___________________________________________________________________
 AB7103* NAD 83(1986)-  31 34 27.     (N)    084 04 23.     (W)     SCALED    
 AB7103* NAVD 88     -        60.033  (meters)     196.96   (feet)  ADJUSTED  
 AB7103  ___________________________________________________________________
 AB7103  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AB7103  DYNAMIC HT  -          59.960 (meters)     196.72  (feet)  COMP
 AB7103  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 AB7103
 AB7103  VERT ORDER  -  SECOND    CLASS II
 AB7103
 AB7103.The horizontal coordinates were scaled from a topographic map and have
 AB7103.an estimated accuracy of +/- 6 seconds.
 AB7103
 AB7103.The orthometric height was determined by differential leveling
 AB7103.and adjusted by the National Geodetic Survey in November 1996..
 AB7103
 AB7103.The geoid height was determined by GEOID03.
 AB7103
 AB7103.The dynamic height is computed by dividing the NAVD 88
 AB7103.geopotential number by the normal gravity value computed on the
 AB7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7103.degrees latitude (g = 980.6199 gals.).
 AB7103
 AB7103.The modeled gravity was interpolated from observed gravity values.
 AB7103
 AB7103;                    North         East    Units  Estimated Accuracy
 AB7103;SPC GA W     -   174,510.      708,890.      MT  (+/- 180 meters Scaled)
 AB7103
 AB7103                          SUPERSEDED SURVEY CONTROL
 AB7103
 AB7103.No superseded survey control is available for this station.
 AB7103
 AB7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV777969(NAD 83)
 AB7103_MARKER: A = ALUMINUM MARKER
 AB7103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7103_SP_SET: HEADWALL
 AB7103_STAMPING: 554 DSC 1988
 AB7103_MARK LOGO: ALBDOU
 AB7103_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7103+STABILITY: SURFACE MOTION
 AB7103
 AB7103  HISTORY     - Date     Condition        Report By
 AB7103  HISTORY     - 1988     MONUMENTED       ALBDOU
 AB7103  HISTORY     - 19900301 GOOD             HOBBS
 AB7103
 AB7103                          STATION DESCRIPTION
 AB7103
 AB7103'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7103'MARK IS ABOUT 5 MILES (8.0 KM) EAST OF DOWNTOWN ALBANY, 1.30 MI (2.09
 AB7103'KM) EAST ON US 82 (SYLVESTER HWY) FROM MOCK ROAD TO THE MARK ON THE
 AB7103'RIGHT IN TOP OF HEADWALL, 4.85 MILES (7.81 KM) WEST OF WORTH COUNTY
 AB7103'LINE, IN FRONT OF THREE STAR HOME BUILDERS BOX NUMBER 3002, 50 FT
 AB7103'(15.2 M) WEST OF MILE POST 9, 20.8 FT (6.3 M) SOUTH OF BACK CURB
 AB7103'SYLVESTER HIGHWAY EASTBOUND, 17 FT (5.2 M) EAST-NORTHEAST OF EAST END
 AB7103'OF 18-INCH RCP UNDER CONCRETE DRIVEWAY, 32.4 FT (9.9 M) NW OF A
 AB7103'POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1977 ***********************************************************************
 DF1977  DESIGNATION -  555 52 WHO RESET
 DF1977  PID         -  DF1977
 DF1977  STATE/COUNTY-  GA/OGLETHORPE
 DF1977  USGS QUAD   -  VESTA (1981)
 DF1977
 DF1977                         *CURRENT SURVEY CONTROL
 DF1977  ___________________________________________________________________
 DF1977* NAD 83(1994)-  33 52 36.41505(N)    082 59 30.64706(W)     ADJUSTED  
 DF1977* NAVD 88     -       169.0    (meters)     554.     (feet)  VERTCON   
 DF1977  ___________________________________________________________________
 DF1977  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DF1977  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF1977
 DF1977  HORZ ORDER  -  SECOND
 DF1977  VERT ORDER  -  THIRD ? (See Below)
 DF1977
 DF1977.The horizontal coordinates were established by classical geodetic methods
 DF1977.and adjusted by the National Geodetic Survey in September 1997..
 DF1977
 DF1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1977.The vertical order pertains to the NGVD 29 superseded value.
 DF1977
 DF1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1977
 DF1977.The geoid height was determined by GEOID03.
 DF1977
 DF1977;                    North         East     Units Scale Factor Converg.
 DF1977;SPC GA E     -   430,143.979   123,662.677   MT  0.99997181   -0 27 35.9
 DF1977;SPC GA E     - 1,411,230.70    405,716.63   sFT  0.99997181   -0 27 35.9
 DF1977;UTM  17      - 3,750,279.293   315,777.974   MT  1.00001839   -1 06 38.1
 DF1977
 DF1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1977!SPC GA E     -   0.99997801  x   0.99997181  =   0.99994982
 DF1977!UTM  17      -   0.99997801  x   1.00001839  =   0.99999639
 DF1977
 DF1977:                Primary Azimuth Mark                     Grid Az
 DF1977:SPC GA E     -  CALD                                     273 40 26.3
 DF1977:UTM  17      -  CALD                                     274 19 28.5
 DF1977
 DF1977|---------------------------------------------------------------------|
 DF1977| PID    Reference Object                     Distance      Geod. Az  |
 DF1977|                                                           dddmmss.s |
 DF1977| DF1981 CALD                                APPROX. 0.6 KM 2731250.4 |
 DF1977| DF1978 555 52 WHO PTA                       16.100 METERS 32549     |
 DF1977|---------------------------------------------------------------------|
 DF1977
 DF1977                          SUPERSEDED SURVEY CONTROL
 DF1977
 DF1977  NAD 83(1986)-  33 52 36.42217(N)    082 59 30.64584(W) AD(       ) 2
 DF1977  NAD 27      -  33 52 36.00560(N)    082 59 31.11120(W) AD(       ) 2
 DF1977  NGVD 29 (07/19/86)  169.1    (m)          555.     (f) LEVELING    3  
 DF1977
 DF1977.Superseded values are not recommended for survey control.
 DF1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1977.See file dsdata.txt to determine how the superseded data were derived.
 DF1977
 DF1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1577850279(NAD 83)
 DF1977_MARKER: Z = SEE DESCRIPTION
 DF1977_SETTING: 0 = UNSPECIFIED SETTING
 DF1977
 DF1977  HISTORY     - Date     Condition        Report By
 DF1977  HISTORY     - 1972     MONUMENTED       USGS
 DF1977
 DF1977                          STATION DESCRIPTION
 DF1977
 DF1977'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DF1977'BM 555 52 WHO IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 DF1977'555 52 WHO 1970 RESET 1972, IS SET IN THE TOP OF A 5-INCH SQUARE
 DF1977'CONCRETE MONUMENT THAT PROJECT 3 INCHES ABOVE THE GROUND
 DF1977'SURFACE.  IT IS 52 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD,
 DF1977'47 FEET NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD, 4 FEET
 DF1977'NORTHWEST OF A FENCE CORNER, 3.5 FEET WEST OF A METAL WITNESS
 DF1977'POST.
 DF1977'
 DF1977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 DF1977'HIGHWAYS 10, 22, AND 77 AT THE EAST EDGE OF LEXINGTON, GO
 DF1977'NORTHEAST ON STATE HIGHWAY 77 FOR 2.1 MILES TO A FORK.  TAKE THE
 DF1977'RIGHT FORK AND GO EAST ON COUNTY ROAD 159 FOR 5.3 MILES TO A
 DF1977'DRIVEWAY ON THE LEFT.  (TO REACH BM 555 52 CONTINUE AHEAD,
 DF1977'EASTERLY FOR 0.35 MILE TO A T-ROAD AND THE MARK ON THE LEFT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0522 ***********************************************************************
 CK0522  DESIGNATION -  56
 CK0522  PID         -  CK0522
 CK0522  STATE/COUNTY-  GA/EFFINGHAM
 CK0522  USGS QUAD   -  GUYTON (1978)
 CK0522
 CK0522                         *CURRENT SURVEY CONTROL
 CK0522  ___________________________________________________________________
 CK0522* NAD 83(1986)-  32 15 22.     (N)    081 23 26.     (W)     SCALED    
 CK0522* NAVD 88     -        16.868  (meters)      55.34   (feet)  ADJUSTED  
 CK0522  ___________________________________________________________________
 CK0522  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CK0522  DYNAMIC HT  -          16.849 (meters)      55.28  (feet)  COMP
 CK0522  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 CK0522
 CK0522  VERT ORDER  -  FIRST     CLASS II
 CK0522
 CK0522.The horizontal coordinates were scaled from a topographic map and have
 CK0522.an estimated accuracy of +/- 6 seconds.
 CK0522
 CK0522.The orthometric height was determined by differential leveling
 CK0522.and adjusted by the National Geodetic Survey in June 1991..
 CK0522
 CK0522.The geoid height was determined by GEOID03.
 CK0522
 CK0522.The dynamic height is computed by dividing the NAVD 88
 CK0522.geopotential number by the normal gravity value computed on the
 CK0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0522.degrees latitude (g = 980.6199 gals.).
 CK0522
 CK0522.The modeled gravity was interpolated from observed gravity values.
 CK0522
 CK0522;                    North         East    Units  Estimated Accuracy
 CK0522;SPC GA E     -   250,380.      273,130.      MT  (+/- 180 meters Scaled)
 CK0522
 CK0522                          SUPERSEDED SURVEY CONTROL
 CK0522
 CK0522  NGVD 29 (??/??/92)   17.128  (m)           56.19   (f) ADJ UNCH    1 2
 CK0522
 CK0522.Superseded values are not recommended for survey control.
 CK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0522.See file dsdata.txt to determine how the superseded data were derived.
 CK0522
 CK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR632688(NAD 83)
 CK0522_MARKER: P = PIPE CAP
 CK0522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0522_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0522_STAMPING: 56.194 56
 CK0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0522
 CK0522  HISTORY     - Date     Condition        Report By
 CK0522  HISTORY     - UNK      MONUMENTED       USGS
 CK0522  HISTORY     - 1960     GOOD             NGS
 CK0522
 CK0522                          STATION DESCRIPTION
 CK0522
 CK0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK0522'1.1 MI S FROM MARLOW.
 CK0522'1.1 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CK0522'STATION AT MARLOW, 132-1/2 FEET SOUTH OF MILEPOST S 25, 10.4
 CK0522'FEET EAST OF EAST RAIL AND ON FILL, 18 FEET NORTH-NORTHEAST OF
 CK0522'NORTHEAST CORNER OF TRESTLE NO. 24.9, 61 FEET SOUTHWEST OF THE
 CK0522'FIRST TELEPHONE POLE NORTH OF TRESTLE, 1-1/2 FEET BELOW THE
 CK0522'LEVEL OF THE TRACK AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1661 ***********************************************************************
 BE1661  DESIGNATION -  56 JWM USGS
 BE1661  PID         -  BE1661
 BE1661  STATE/COUNTY-  GA/SEMINOLE
 BE1661  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE1661
 BE1661                         *CURRENT SURVEY CONTROL
 BE1661  ___________________________________________________________________
 BE1661* NAD 83(1986)-  30 49 51.     (N)    084 48 16.     (W)     SCALED    
 BE1661* NAVD 88     -        30.370  (meters)      99.64   (feet)  ADJUSTED  
 BE1661  ___________________________________________________________________
 BE1661  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BE1661  DYNAMIC HT  -          30.331 (meters)      99.51  (feet)  COMP
 BE1661  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BE1661
 BE1661  VERT ORDER  -  SECOND    CLASS 0
 BE1661
 BE1661.The horizontal coordinates were scaled from a topographic map and have
 BE1661.an estimated accuracy of +/- 6 seconds.
 BE1661
 BE1661.The orthometric height was determined by differential leveling
 BE1661.and adjusted by the National Geodetic Survey in June 1991..
 BE1661
 BE1661.The geoid height was determined by GEOID03.
 BE1661
 BE1661.The dynamic height is computed by dividing the NAVD 88
 BE1661.geopotential number by the normal gravity value computed on the
 BE1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1661.degrees latitude (g = 980.6199 gals.).
 BE1661
 BE1661.The modeled gravity was interpolated from observed gravity values.
 BE1661
 BE1661;                    North         East    Units  Estimated Accuracy
 BE1661;SPC GA W     -    92,270.      638,990.      MT  (+/- 180 meters Scaled)
 BE1661
 BE1661                          SUPERSEDED SURVEY CONTROL
 BE1661
 BE1661  NGVD 29 (??/??/92)   30.506  (m)          100.09   (f) ADJ UNCH    2 0
 BE1661
 BE1661.Superseded values are not recommended for survey control.
 BE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1661.See file dsdata.txt to determine how the superseded data were derived.
 BE1661
 BE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV099129(NAD 83)
 BE1661_MARKER: DD = SURVEY DISK
 BE1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1661_STAMPING: 56 JWM 1951 100
 BE1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1661+STABILITY: SURFACE MOTION
 BE1661
 BE1661  HISTORY     - Date     Condition        Report By
 BE1661  HISTORY     - 1951     MONUMENTED       USGS
 BE1661  HISTORY     - 1952     GOOD             NGS
 BE1661
 BE1661                          STATION DESCRIPTION
 BE1661
 BE1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1661'2.6 MI SW FROM REYNOLDSVILLE.
 BE1661'ABOUT 2.55 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE ROAD
 BE1661'JUNCTION AND STORE AT REYNOLDSVILLE, AT THE JUNCTION OF A ROAD
 BE1661'EAST, 232 FEET NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE
 BE1661'BLOCK BUILDING (CHURCH OF GOD), 22 FEET NORTHWEST OF CENTER LINE
 BE1661'OF ROAD, 11 FEET SOUTH OF EXTENDED CENTER LINE OF ROAD EAST,
 BE1661'58 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 9 FEET
 BE1661'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, ABOUT 1
 BE1661'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE1661'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2283 ***********************************************************************
 BT2283  DESIGNATION -  56 NDS
 BT2283  PID         -  BT2283
 BT2283  STATE/COUNTY-  GA/DOUGHERTY
 BT2283  USGS QUAD   -  ALBANY EAST (1988)
 BT2283
 BT2283                         *CURRENT SURVEY CONTROL
 BT2283  ___________________________________________________________________
 BT2283* NAD 83(1994)-  31 34 39.44034(N)    084 03 06.44857(W)     ADJUSTED  
 BT2283* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BT2283  ___________________________________________________________________
 BT2283  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BT2283  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT2283
 BT2283  HORZ ORDER  -  SECOND
 BT2283
 BT2283.The horizontal coordinates were established by classical geodetic methods
 BT2283.and adjusted by the National Geodetic Survey in September 1997..
 BT2283.No horizontal observational check was made to the station.
 BT2283
 BT2283.The orthometric height was scaled from a topographic map.
 BT2283
 BT2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2283
 BT2283.The geoid height was determined by GEOID03.
 BT2283
 BT2283;                    North         East     Units Scale Factor Converg.
 BT2283;SPC GA W     -   174,892.713   710,903.316   MT  0.99990147   +0 03 36.6
 BT2283;SPC GA W     -   573,793.84  2,332,355.30   sFT  0.99990147   +0 03 36.6
 BT2283;UTM  16      - 3,497,391.537   779,799.249   MT  1.00056569   +1 32 41.4
 BT2283;UTM  17      - 3,497,661.437   210,366.111   MT  1.00063478   -1 35 57.1
 BT2283
 BT2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2283!SPC GA W     -   0.99999414  x   0.99990147  =   0.99989561
 BT2283!UTM  16      -   0.99999414  x   1.00056569  =   1.00055983
 BT2283!UTM  17      -   0.99999414  x   1.00063478  =   1.00062892
 BT2283
 BT2283                          SUPERSEDED SURVEY CONTROL
 BT2283
 BT2283  NAD 83(1986)-  31 34 39.44631(N)    084 03 06.45472(W) AD(       ) 2
 BT2283
 BT2283.Superseded values are not recommended for survey control.
 BT2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2283.See file dsdata.txt to determine how the superseded data were derived.
 BT2283
 BT2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7979997392(NAD 83)
 BT2283_MARKER: A = ALUMINUM MARKER
 BT2283_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2283_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2283_STAMPING: 56 NDS 1987
 BT2283_MARK LOGO: GA-095
 BT2283_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2283+STABILITY: POSITION/ELEVATION WELL
 BT2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2283+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2283
 BT2283  HISTORY     - Date     Condition        Report By
 BT2283  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2283
 BT2283                          STATION DESCRIPTION
 BT2283
 BT2283'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2283'MARK LOCATED ABOUT 2 MI (3.22 KM) EAST OF ALBANY IN DOUGHERTY COUNTY,
 BT2283'GEORGIA ON BRANCH ROAD. MARK IS AZIMUTH MARK FOR GPS STATION---G 55
 BT2283'NDS 1987.
 BT2283'TO REACH THE MARK FROM THE JUNCTION OF BRANCH ROAD AND SYLVESTER
 BT2283'HIGHWAY---US HIGHWAY 82/GA HIGHWAY 50---GO NORTH ALONG BRANCH ROAD
 BT2283'FOR 0.38 MI (0.61 KM) TO A POWER LINE CROSSING THE ROADWAY, AND THE
 BT2283'MARK ON THE LEFT (WEST) SIDE.
 BT2283'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2283'SURVEY, STAMPED 56 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2283'TO A REFUSAL DEPTH OF 16.0 FT (4.88 M) . THE MARK IS PROTECTED BY A
 BT2283'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2283'COVER IS 0.65 FT (0.20 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2283'ABOUT 1.00 FT (0.30 M) BELOW THE CENTERLINE OF BRANCH ROAD. THE MARK
 BT2283'IS 1.05 FT (0.32 M) BELOW THE TOP OF THE COVER.
 BT2283'THE MARK IS LOCATED 14.8 FT (4.51 M) WEST OF THE CENTERLINE OF BRANCH
 BT2283'ROAD, 29.0 FT (8.84 M) SOUTHEAST OF THE CENTER OF THE SOUTH END OF AN
 BT2283'18 RCP CROSS-DRAIN, 23.0 FT (7.01 M) NORTHEAST OF AQ POWER POLE, AND
 BT2283'2042.3 FT (622.49 M) NORTH OF THE GPS STATION G 55 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1058 ***********************************************************************
 CL1058  DESIGNATION -  564
 CL1058  PID         -  CL1058
 CL1058  STATE/COUNTY-  GA/JONES
 CL1058  USGS QUAD   -  MACON NE (1985)
 CL1058
 CL1058                         *CURRENT SURVEY CONTROL
 CL1058  ___________________________________________________________________
 CL1058* NAD 83(1986)-  32 56 39.     (N)    083 30 08.     (W)     SCALED    
 CL1058* NAVD 88     -       172.063  (meters)     564.51   (feet)  ADJUSTED  
 CL1058  ___________________________________________________________________
 CL1058  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CL1058  DYNAMIC HT  -         171.875 (meters)     563.89  (feet)  COMP
 CL1058  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 CL1058
 CL1058  VERT ORDER  -  FIRST     CLASS II
 CL1058
 CL1058.The horizontal coordinates were scaled from a topographic map and have
 CL1058.an estimated accuracy of +/- 6 seconds.
 CL1058
 CL1058.The orthometric height was determined by differential leveling
 CL1058.and adjusted by the National Geodetic Survey in June 1991..
 CL1058
 CL1058.The geoid height was determined by GEOID03.
 CL1058
 CL1058.The dynamic height is computed by dividing the NAVD 88
 CL1058.geopotential number by the normal gravity value computed on the
 CL1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1058.degrees latitude (g = 980.6199 gals.).
 CL1058
 CL1058.The modeled gravity was interpolated from observed gravity values.
 CL1058
 CL1058;                    North         East    Units  Estimated Accuracy
 CL1058;SPC GA W     -   326,610.      762,130.      MT  (+/- 180 meters Scaled)
 CL1058
 CL1058                          SUPERSEDED SURVEY CONTROL
 CL1058
 CL1058  NGVD 29 (??/??/92)  172.201  (m)          564.96   (f) ADJ UNCH    1 2
 CL1058
 CL1058.Superseded values are not recommended for survey control.
 CL1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1058.See file dsdata.txt to determine how the superseded data were derived.
 CL1058
 CL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS660478(NAD 83)
 CL1058_MARKER: P = PIPE CAP
 CL1058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL1058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL1058_STAMPING: 564.917 564
 CL1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1058
 CL1058  HISTORY     - Date     Condition        Report By
 CL1058  HISTORY     - UNK      MONUMENTED       USGS
 CL1058  HISTORY     - 1962     GOOD             NGS
 CL1058  HISTORY     - 1976     MARK NOT FOUND   NGS
 CL1058
 CL1058                          STATION DESCRIPTION
 CL1058
 CL1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL1058'8 MI SW FROM HADDOCK.
 CL1058'ABOUT 8.0 MILES SOUTHWEST ALONG THE GEORGIA RAILROAD FROM THE
 CL1058'STATION AT HADDOCK, 0.55 MILE NORTHEAST OF AN OVERHEAD BRIDGE,
 CL1058'0.15 MILE SOUTHWEST OF MILEPOST M 66, 30 YARDS SOUTHWEST OF
 CL1058'THE SOUTHWEST END OF A LONG CUT, NEAR THE CREST OF A SMALL
 CL1058'GRADE IN THE TRACK, 23 1/2 FEET NORTHWEST OF THE NORTHWEST
 CL1058'RAIL OF THE MAIN TRACK, 14 FEET SOUTHEAST OF A FENCE LINE,
 CL1058'ABOUT LEVEL WITH THE TRACK AND ON THE TOP OF A 3 INCH PIPE
 CL1058'PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL1058
 CL1058                          STATION RECOVERY (1976)
 CL1058
 CL1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CL1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4252 ***********************************************************************
 AB4252  DESIGNATION -  568
 AB4252  PID         -  AB4252
 AB4252  STATE/COUNTY-  GA/DE KALB
 AB4252  USGS QUAD   -  CHAMBLEE (1993)
 AB4252
 AB4252                         *CURRENT SURVEY CONTROL
 AB4252  ___________________________________________________________________
 AB4252* NAD 83(1994)-  33 53 31.70207(N)    084 19 33.07695(W)     ADJUSTED  
 AB4252* NAVD 88     -       306.0    (meters)    1004.     (feet)  GPS OBS   
 AB4252  ___________________________________________________________________
 AB4252  X           -     524,031.498 (meters)                     COMP
 AB4252  Y           -  -5,274,199.366 (meters)                     COMP
 AB4252  Z           -   3,536,675.783 (meters)                     COMP
 AB4252  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AB4252  ELLIP HEIGHT-         276.44  (meters)          (09/03/97) GPS OBS
 AB4252  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4252
 AB4252  HORZ ORDER  -  FIRST
 AB4252  ELLP ORDER  -  FOURTH    CLASS II
 AB4252
 AB4252.The horizontal coordinates were established by GPS observations
 AB4252.and adjusted by the National Geodetic Survey in September 1997..
 AB4252
 AB4252.The orthometric height was determined by GPS observations and a
 AB4252.high-resolution geoid model.
 AB4252
 AB4252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4252
 AB4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4252
 AB4252.The ellipsoidal height was determined by GPS observations
 AB4252.and is referenced to NAD 83.
 AB4252
 AB4252.The geoid height was determined by GEOID03.
 AB4252
 AB4252;                    North         East     Units Scale Factor Converg.
 AB4252;SPC GA W     -   431,552.248   685,276.350   MT  0.99990267   -0 05 19.6
 AB4252;SPC GA W     - 1,415,851.00  2,248,277.49   sFT  0.99990267   -0 05 19.6
 AB4252;UTM  16      - 3,753,416.220   747,297.425   MT  1.00035397   +1 29 31.0
 AB4252
 AB4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4252!SPC GA W     -   0.99995660  x   0.99990267  =   0.99985928
 AB4252!UTM  16      -   0.99995660  x   1.00035397  =   1.00031056
 AB4252
 AB4252                          SUPERSEDED SURVEY CONTROL
 AB4252
 AB4252  NAD 83(1994)-  33 53 31.70181(N)    084 19 33.07647(W) AD(       ) 1
 AB4252  ELLIP H (06/18/96)  276.45   (m)                       GP(       ) 4 1
 AB4252
 AB4252.Superseded values are not recommended for survey control.
 AB4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4252.See file dsdata.txt to determine how the superseded data were derived.
 AB4252
 AB4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4729753416(NAD 83)
 AB4252_MARKER: DB = BENCH MARK DISK
 AB4252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4252_SP_SET: SIDEWALK
 AB4252_STAMPING: 568
 AB4252_MARK LOGO: GA-089
 AB4252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4252+STABILITY: SURFACE MOTION
 AB4252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4252+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4252
 AB4252  HISTORY     - Date     Condition        Report By
 AB4252  HISTORY     - UNK      MONUMENTED       GA-089
 AB4252  HISTORY     - 19950327 GOOD             MSI
 AB4252
 AB4252                          STATION DESCRIPTION
 AB4252
 AB4252'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4252'TO REACH THE STATION FROM THE INTERSECTION OF ASHFORD DUNWOODY ROAD
 AB4252'AND I-285 (EXIT-21), PROCEED SOUTH ON ASHFORD DUNWOODY ROAD FOR 2.0 MI
 AB4252'(3.2 KM) TO THE INTERSECTION WITH DONALDSON DRIVE ON THE LEFT, ASHFORD
 AB4252'DUNWOODY ROAD SPLITS AND THE STATION ON THE LEFT 100 FT (30.5 M) SE OF
 AB4252'DONALDSON DRIVE. STATION IS A BENCHMARK DISK SET IN SIDEWALK STAMPED
 AB4252'568 AND IS LOCATED 43.4 FT (13.2 M) SE OF POWER/LIGHT POLE, 35.2 FT
 AB4252'(10.7 M) NW OF GEORGIA HISTORICAL MARKER, AND 28.6 FT (8.7 M) NE OF
 AB4252'CENTERLINE OF JOHNSON FERRY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7054 ***********************************************************************
 AB7054  DESIGNATION -  57 JJS
 AB7054  PID         -  AB7054
 AB7054  STATE/COUNTY-  GA/DOUGHERTY
 AB7054  USGS QUAD   -  ACREE (1988)
 AB7054
 AB7054                         *CURRENT SURVEY CONTROL
 AB7054  ___________________________________________________________________
 AB7054* NAD 83(1986)-  31 31 53.     (N)    083 59 49.     (W)     SCALED    
 AB7054* NAVD 88     -        80.629  (meters)     264.53   (feet)  ADJUSTED  
 AB7054  ___________________________________________________________________
 AB7054  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB7054  DYNAMIC HT  -          80.531 (meters)     264.21  (feet)  COMP
 AB7054  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 AB7054
 AB7054  VERT ORDER  -  SECOND    CLASS II
 AB7054
 AB7054.The horizontal coordinates were scaled from a topographic map and have
 AB7054.an estimated accuracy of +/- 6 seconds.
 AB7054
 AB7054.The orthometric height was determined by differential leveling
 AB7054.and adjusted by the National Geodetic Survey in November 1996..
 AB7054
 AB7054.The geoid height was determined by GEOID03.
 AB7054
 AB7054.The dynamic height is computed by dividing the NAVD 88
 AB7054.geopotential number by the normal gravity value computed on the
 AB7054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7054.degrees latitude (g = 980.6199 gals.).
 AB7054
 AB7054.The modeled gravity was interpolated from observed gravity values.
 AB7054
 AB7054;                    North         East    Units  Estimated Accuracy
 AB7054;SPC GA W     -   169,770.      716,120.      MT  (+/- 180 meters Scaled)
 AB7054
 AB7054                          SUPERSEDED SURVEY CONTROL
 AB7054
 AB7054.No superseded survey control is available for this station.
 AB7054
 AB7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ154923(NAD 83)
 AB7054_MARKER: DB = BENCH MARK DISK
 AB7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7054_STAMPING: 57 JJS 1955
 AB7054_MARK LOGO: USGS  
 AB7054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7054+STABILITY: SURFACE MOTION
 AB7054
 AB7054  HISTORY     - Date     Condition        Report By
 AB7054  HISTORY     - 1955     MONUMENTED       USGS
 AB7054  HISTORY     - 19900301 GOOD             HOBBS
 AB7054
 AB7054                          STATION DESCRIPTION
 AB7054
 AB7054'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (FFH)
 AB7054'MARK IS IN EASTERN DOUGHERTY COUNTY, 1.75 MILES (2.82 KM) SOUTH ALONG
 AB7054'COUNTY LINE ROAD FROM US 82 (SYLVESTER HWY) TO THE MARK ON THE RIGHT
 AB7054'AT ONE-STORY BRICK RANCH HOUSE NUMBER 631 OWNER J.J.  HALL, 1.5 MILES
 AB7054'(2.4 KM) NORTH ALONG SAME FROM SPRING FLATS ROAD, 82 FT (25.0 M) WEST
 AB7054'OF COUNTY LINE ROAD, 21.8 FT (6.6 M) NORTH OF A WOVEN WIRE FENCE, 12.7
 AB7054'FT (3.9 M) SOUTH OF PAVED DRIVEWAY, 27.4 FT (8.4 M) SOUTH OF SE CORNER
 AB7054'OF BRICK PUMP HOUSE.  MARK IS USGS BRASS BENCH MARK DISK SET IN SQUARE
 AB7054'MONUMENT, PROJECTS 0.2 FT (6.1 CM) ABOVE GROUND, IN DENSE FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1660 ***********************************************************************
 BE1660  DESIGNATION -  57 JWM USGS
 BE1660  PID         -  BE1660
 BE1660  STATE/COUNTY-  GA/SEMINOLE
 BE1660  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE1660
 BE1660                         *CURRENT SURVEY CONTROL
 BE1660  ___________________________________________________________________
 BE1660* NAD 83(1986)-  30 49 19.     (N)    084 50 04.     (W)     SCALED    
 BE1660* NAVD 88     -        29.306  (meters)      96.15   (feet)  ADJUSTED  
 BE1660  ___________________________________________________________________
 BE1660  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BE1660  DYNAMIC HT  -          29.269 (meters)      96.03  (feet)  COMP
 BE1660  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 BE1660
 BE1660  VERT ORDER  -  SECOND    CLASS 0
 BE1660
 BE1660.The horizontal coordinates were scaled from a topographic map and have
 BE1660.an estimated accuracy of +/- 6 seconds.
 BE1660
 BE1660.The orthometric height was determined by differential leveling
 BE1660.and adjusted by the National Geodetic Survey in June 1991..
 BE1660
 BE1660.The geoid height was determined by GEOID03.
 BE1660
 BE1660.The dynamic height is computed by dividing the NAVD 88
 BE1660.geopotential number by the normal gravity value computed on the
 BE1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1660.degrees latitude (g = 980.6199 gals.).
 BE1660
 BE1660.The modeled gravity was interpolated from observed gravity values.
 BE1660
 BE1660;                    North         East    Units  Estimated Accuracy
 BE1660;SPC GA W     -    91,300.      636,110.      MT  (+/- 180 meters Scaled)
 BE1660
 BE1660                          SUPERSEDED SURVEY CONTROL
 BE1660
 BE1660  NGVD 29 (??/??/92)   29.443  (m)           96.60   (f) ADJ UNCH    2 0
 BE1660
 BE1660.Superseded values are not recommended for survey control.
 BE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1660.See file dsdata.txt to determine how the superseded data were derived.
 BE1660
 BE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV071118(NAD 83)
 BE1660_MARKER: DB = BENCH MARK DISK
 BE1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1660_STAMPING: 57 JWM 1951 97
 BE1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1660+STABILITY: SURFACE MOTION
 BE1660
 BE1660  HISTORY     - Date     Condition        Report By
 BE1660  HISTORY     - 1951     MONUMENTED       USGS
 BE1660  HISTORY     - 1952     GOOD             NGS
 BE1660
 BE1660                          STATION DESCRIPTION
 BE1660
 BE1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1660'4.6 MI SW FROM REYNOLDSVILLE.
 BE1660'ABOUT 4.6 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE ROAD
 BE1660'JUNCTION AND STORE AT REYNOLDSVILLE, ABOUT 1.05 MILES NORTHEAST
 BE1660'OF SPRING CREEK BAPTIST CHURCH, ABOUT 0.75 MILE SOUTHWEST OF
 BE1660'JUNCTION OF A ROAD NORTH, AT THE JUNCTION OF A DIM ROAD NORTH,
 BE1660'30 FEET NORTH OF CENTER LINE OF ROAD, 23 FEET WEST OF CENTER
 BE1660'OF A CATTLE GUARD ACROSS ROAD NORTH, 2 FEET SOUTH OF A FENCE
 BE1660'LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BE1660'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BE1660'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0607 ***********************************************************************
 CM0607  DESIGNATION -  570
 CM0607  PID         -  CM0607
 CM0607  STATE/COUNTY-  GA/TROUP
 CM0607  USGS QUAD   -  LANETT SOUTH (1984)
 CM0607
 CM0607                         *CURRENT SURVEY CONTROL
 CM0607  ___________________________________________________________________
 CM0607* NAD 83(1994)-  32 52 27.80473(N)    085 11 03.56369(W)     ADJUSTED  
 CM0607* NAVD 88     -       174.355  (meters)     572.03   (feet)  ADJUSTED  
 CM0607  ___________________________________________________________________
 CM0607  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CM0607  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CM0607  DYNAMIC HT  -         174.151 (meters)     571.36  (feet)  COMP
 CM0607  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CM0607
 CM0607  HORZ ORDER  -  SECOND
 CM0607  VERT ORDER  -  SECOND    CLASS 0
 CM0607
 CM0607.The horizontal coordinates were established by classical geodetic methods
 CM0607.and adjusted by the National Geodetic Survey in September 1997..
 CM0607
 CM0607.The orthometric height was determined by differential leveling
 CM0607.and adjusted by the National Geodetic Survey in June 1991..
 CM0607
 CM0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0607
 CM0607.The geoid height was determined by GEOID03.
 CM0607
 CM0607.The dynamic height is computed by dividing the NAVD 88
 CM0607.geopotential number by the normal gravity value computed on the
 CM0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0607.degrees latitude (g = 980.6199 gals.).
 CM0607
 CM0607.The modeled gravity was interpolated from observed gravity values.
 CM0607
 CM0607;                    North         East     Units Scale Factor Converg.
 CM0607;SPC GA W     -   319,131.311   604,769.641   MT  1.00001179   -0 33 08.7
 CM0607;SPC GA W     - 1,047,016.64  1,984,148.40   sFT  1.00001179   -0 33 08.7
 CM0607;SPC AL E     -   263,451.955   260,735.984   MT  1.00000547   +0 21 08.3
 CM0607;UTM  16      - 3,638,823.193   669,864.658   MT  0.99995579   +0 59 08.8
 CM0607
 CM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0607!SPC GA W     -   0.99997718  x   1.00001179  =   0.99998897
 CM0607!SPC AL E     -   0.99997718  x   1.00000547  =   0.99998265
 CM0607!UTM  16      -   0.99997718  x   0.99995579  =   0.99993297
 CM0607
 CM0607                          SUPERSEDED SURVEY CONTROL
 CM0607
 CM0607  NAD 83(1994)-  32 52 27.80465(N)    085 11 03.56489(W) AD(       ) 2
 CM0607  NAD 83(1986)-  32 52 27.80995(N)    085 11 03.56146(W) AD(       ) 2
 CM0607  NAD 27      -  32 52 27.35000(N)    085 11 03.77100(W) AD(       ) 2
 CM0607  NGVD 29 (??/??/92)  174.336  (m)          571.97   (f) ADJ UNCH    2 0
 CM0607
 CM0607.Superseded values are not recommended for survey control.
 CM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0607.See file dsdata.txt to determine how the superseded data were derived.
 CM0607
 CM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6986538823(NAD 83)
 CM0607_MARKER: DD = SURVEY DISK
 CM0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0607_SP_SET: BUILDING
 CM0607_STAMPING: 570 ADJ 1903
 CM0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0607
 CM0607  HISTORY     - Date     Condition        Report By
 CM0607  HISTORY     - 1903     MONUMENTED       USGS
 CM0607  HISTORY     - 1934     GOOD             NGS
 CM0607  HISTORY     - 1954     GOOD             USGS
 CM0607  HISTORY     - 1986     GOOD             USPSQD
 CM0607
 CM0607                          STATION DESCRIPTION
 CM0607
 CM0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0607'AT WEST POINT.
 CM0607'U.S. G.S. BENCH MARK IS LOCATED IN THE NORTHWEST CORNER OF THE
 CM0607'A. AND W.P. RWY. FREIGHT STATION, 2 FT. ABOVE GROUND, 1.6 FT.
 CM0607'SOUTH OF NORTH END OF STATION, STANDARD TABLET SET FLUSH IN SIDE
 CM0607'OF WALL, (FIGURES ARE BATTERED UP A LITTLE.)
 CM0607
 CM0607                          STATION RECOVERY (1954)
 CM0607
 CM0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CM0607'RECOVERED IN GOOD CONDITION.
 CM0607
 CM0607                          STATION RECOVERY (1986)
 CM0607
 CM0607'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 CM0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0608 ***********************************************************************
 CM0608  DESIGNATION -  573
 CM0608  PID         -  CM0608
 CM0608  STATE/COUNTY-  GA/TROUP
 CM0608  USGS QUAD   -  LANETT NORTH (1984)
 CM0608
 CM0608                         *CURRENT SURVEY CONTROL
 CM0608  ___________________________________________________________________
 CM0608* NAD 83(1986)-  32 52 45.     (N)    085 10 50.     (W)     SCALED    
 CM0608* NAVD 88     -       175.234  (meters)     574.91   (feet)  ADJUSTED  
 CM0608  ___________________________________________________________________
 CM0608  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CM0608  DYNAMIC HT  -         175.030 (meters)     574.24  (feet)  COMP
 CM0608  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CM0608
 CM0608  VERT ORDER  -  SECOND    CLASS 0
 CM0608
 CM0608.The horizontal coordinates were scaled from a topographic map and have
 CM0608.an estimated accuracy of +/- 6 seconds.
 CM0608
 CM0608.The orthometric height was determined by differential leveling
 CM0608.and adjusted by the National Geodetic Survey in June 1991..
 CM0608
 CM0608.The geoid height was determined by GEOID03.
 CM0608
 CM0608.The dynamic height is computed by dividing the NAVD 88
 CM0608.geopotential number by the normal gravity value computed on the
 CM0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0608.degrees latitude (g = 980.6199 gals.).
 CM0608
 CM0608.The modeled gravity was interpolated from observed gravity values.
 CM0608
 CM0608;                    North         East    Units  Estimated Accuracy
 CM0608;SPC GA W     -   319,660.      605,130.      MT  (+/- 180 meters Scaled)
 CM0608
 CM0608                          SUPERSEDED SURVEY CONTROL
 CM0608
 CM0608  NGVD 29 (??/??/92)  175.216  (m)          574.85   (f) ADJ UNCH    2 0
 CM0608
 CM0608.Superseded values are not recommended for survey control.
 CM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0608.See file dsdata.txt to determine how the superseded data were derived.
 CM0608
 CM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB702393(NAD 83)
 CM0608_MARKER: DD = SURVEY DISK
 CM0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0608_SP_SET: PIER
 CM0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0608
 CM0608  HISTORY     - Date     Condition        Report By
 CM0608  HISTORY     - UNK      MONUMENTED       USGS
 CM0608  HISTORY     - 1934     GOOD             NGS
 CM0608  HISTORY     - 1954     GOOD             NGS
 CM0608
 CM0608                          STATION DESCRIPTION
 CM0608
 CM0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0608'AT WEST POINT.
 CM0608'U.S.G.S. BENCH MARK 573 IS LOCATED 0.3 OF MILE NORTHEAST OF THE
 CM0608'A. AND W.P. RWY. STATION, IN THE WEST GRANITE PIER OF RAILROAD
 CM0608'BRIDGE OVER CHATTAHOOCHEE RIVER, 3.2 FT. SOUTH OF THE NORTH EDGE
 CM0608'OF PIER, 3.3 FT. EAST OF WEST EDGE OF PIER, 7 FT. NORTH OF
 CM0608'NORTH RAIL OF TRACK.  TABLET SET FLUSH IN TOP OF PIER. (BATTERED
 CM0608'UP SO THAT IS CANNOT BE READ FULLY).
 CM0608
 CM0608                          STATION RECOVERY (1954)
 CM0608
 CM0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CM0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0569 ***********************************************************************
 DF0569  DESIGNATION -  577
 DF0569  PID         -  DF0569
 DF0569  STATE/COUNTY-  GA/HANCOCK
 DF0569  USGS QUAD   -  DEVEREUX (1972)
 DF0569
 DF0569                         *CURRENT SURVEY CONTROL
 DF0569  ___________________________________________________________________
 DF0569* NAD 83(1986)-  33 13 22.     (N)    083 04 48.     (W)     SCALED    
 DF0569* NAVD 88     -       177.240  (meters)     581.49   (feet)  ADJUSTED  
 DF0569  ___________________________________________________________________
 DF0569  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF0569  DYNAMIC HT  -         177.052 (meters)     580.88  (feet)  COMP
 DF0569  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DF0569
 DF0569  VERT ORDER  -  FIRST     CLASS II
 DF0569
 DF0569.The horizontal coordinates were scaled from a topographic map and have
 DF0569.an estimated accuracy of +/- 6 seconds.
 DF0569
 DF0569.The orthometric height was determined by differential leveling
 DF0569.and adjusted by the National Geodetic Survey in June 1991..
 DF0569.WARNING-Repeat measurements at this control monument indicate possible
 DF0569.vertical movement.
 DF0569
 DF0569.The geoid height was determined by GEOID03.
 DF0569
 DF0569.The dynamic height is computed by dividing the NAVD 88
 DF0569.geopotential number by the normal gravity value computed on the
 DF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0569.degrees latitude (g = 980.6199 gals.).
 DF0569
 DF0569.The modeled gravity was interpolated from observed gravity values.
 DF0569
 DF0569;                    North         East    Units  Estimated Accuracy
 DF0569;SPC GA E     -   357,680.      114,870.      MT  (+/- 180 meters Scaled)
 DF0569
 DF0569                          SUPERSEDED SURVEY CONTROL
 DF0569
 DF0569  NGVD 29 (??/??/92)  177.409  (m)          582.05   (f) ADJ UNCH    1 2
 DF0569
 DF0569.Superseded values are not recommended for survey control.
 DF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0569.See file dsdata.txt to determine how the superseded data were derived.
 DF0569
 DF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS061779(NAD 83)
 DF0569_MARKER: DD = SURVEY DISK
 DF0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0569_SP_SET: MILEPOST
 DF0569_STAMPING: 578.201 577
 DF0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0569
 DF0569  HISTORY     - Date     Condition        Report By
 DF0569  HISTORY     - UNK      MONUMENTED       USGS
 DF0569  HISTORY     - 1955     GOOD             NGS
 DF0569
 DF0569                          STATION DESCRIPTION
 DF0569
 DF0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0569'0.3 MI SW FROM DEVEREUX.
 DF0569'RECOVERED AS DESCRIBED.  ADD THAT THE DISK IS NOW STAMPED 587.201
 DF0569'577 AND THAT IT IS ON N SIDE OF THE TRACK.  0.3 MILE SOUTHWEST
 DF0569'ALONG THE GEORGIA RAILROAD FROM THE STATION AT DEVEREUX, HANCOCK
 DF0569'COUNTY, AND IN THE TOP OF MILEPOST 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0570 ***********************************************************************
 DF0570  DESIGNATION -  577 USGS RESET 1957
 DF0570  PID         -  DF0570
 DF0570  STATE/COUNTY-  GA/HANCOCK
 DF0570  USGS QUAD   -  DEVEREUX (1972)
 DF0570
 DF0570                         *CURRENT SURVEY CONTROL
 DF0570  ___________________________________________________________________
 DF0570* NAD 83(1986)-  33 13 23.     (N)    083 04 53.     (W)     SCALED    
 DF0570* NAVD 88     -       177.24   (+/-2cm)     581.5    (feet)  VERTCON   
 DF0570  ___________________________________________________________________
 DF0570  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF0570
 DF0570  VERT ORDER  -  ? (See Below)
 DF0570
 DF0570.The horizontal coordinates were scaled from a topographic map and have
 DF0570.an estimated accuracy of +/- 6 seconds.
 DF0570
 DF0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0570.The vertical order pertains to the NGVD 29 superseded value.
 DF0570
 DF0570.The geoid height was determined by GEOID03.
 DF0570
 DF0570;                    North         East    Units  Estimated Accuracy
 DF0570;SPC GA E     -   357,710.      114,740.      MT  (+/- 180 meters Scaled)
 DF0570
 DF0570                          SUPERSEDED SURVEY CONTROL
 DF0570
 DF0570  NGVD 29 (??/??/92)  177.409  (m)          582.05   (f) ADJ UNCH    ?  
 DF0570
 DF0570.Superseded values are not recommended for survey control.
 DF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0570.See file dsdata.txt to determine how the superseded data were derived.
 DF0570
 DF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS060779(NAD 83)
 DF0570_MARKER: DD = SURVEY DISK
 DF0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0570_SP_SET: MILEPOST
 DF0570_STAMPING: 577 RESET 1957
 DF0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0570
 DF0570  HISTORY     - Date     Condition        Report By
 DF0570  HISTORY     - 1957     MONUMENTED       USGS
 DF0570  HISTORY     - 1959     POOR             NGS
 DF0570
 DF0570                          STATION DESCRIPTION
 DF0570
 DF0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0570'0.3 MI W FROM DEVEREUX.
 DF0570'0.3 MILE WEST ALONG THE GEORGIA RAILROAD FROM THE STATION AND
 DF0570'POST OFFICE AT DEVEREUX, 10 FEET SOUTH OF THE SOUTH RAIL, ABOUT 7
 DF0570'FEET ABOVE THE LEVEL OF THE TRACK, AND IN TOP OF MILEPOST NO. 32.
 DF0570'NOTE-- B.M. IS IN STRUCTURE WHICH IS NOT CONSIDERED STABLE AND MARK
 DF0570'SHOULD NOT BE USED FOR PRECISE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1636 ***********************************************************************
 BE1636  DESIGNATION -  58 JWM USGS RESET 1970
 BE1636  PID         -  BE1636
 BE1636  STATE/COUNTY-  GA/SEMINOLE
 BE1636  USGS QUAD   -  STEAM MILL (1994)
 BE1636
 BE1636                         *CURRENT SURVEY CONTROL
 BE1636  ___________________________________________________________________
 BE1636* NAD 83(1986)-  30 56 49.     (N)    084 57 29.     (W)     SCALED    
 BE1636* NAVD 88     -        41.98   (meters)     137.7    (feet)  RESET     
 BE1636  ___________________________________________________________________
 BE1636  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BE1636
 BE1636  VERT ORDER  -  THIRD
 BE1636
 BE1636.The horizontal coordinates were scaled from a topographic map and have
 BE1636.an estimated accuracy of +/- 6 seconds.
 BE1636
 BE1636.The orthometric height was computed from unverified reset data.
 BE1636
 BE1636.The geoid height was determined by GEOID03.
 BE1636
 BE1636;                    North         East    Units  Estimated Accuracy
 BE1636;SPC GA W     -   105,240.      624,380.      MT  (+/- 180 meters Scaled)
 BE1636
 BE1636                          SUPERSEDED SURVEY CONTROL
 BE1636
 BE1636.No superseded survey control is available for this station.
 BE1636
 BE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV950255(NAD 83)
 BE1636_MARKER: DB = BENCH MARK DISK
 BE1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1636_STAMPING: 58 JWM 1951 RESET 1970
 BE1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1636+STABILITY: SURFACE MOTION
 BE1636
 BE1636  HISTORY     - Date     Condition        Report By
 BE1636  HISTORY     - 1970     MONUMENTED       USGS
 BE1636  HISTORY     - 1970     GOOD             NGS
 BE1636
 BE1636                          STATION DESCRIPTION
 BE1636
 BE1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BE1636'9.6 MI SW FROM DONALSONVILLE.
 BE1636'ABOUT 6.85 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE
 BE1636'HIGH SCHOOL AT DONALSONVILLE, THENCE 2.7 MILES SOUTHEAST ALONG A
 BE1636'GRADED ROAD, ABOUT 0.15 MILE NORTHWEST OF A JUNCTION WITH A
 BE1636'ROAD NORTH, 50 FEET WEST OF THE CENTERLINE OF ROAD, 191 FEET
 BE1636'EAST-SOUTHEAST OF THE EAST CORNER OF A SMALL CEMETERY AND 1 FOOT
 BE1636'EAST OF A WITNESS POST.  A U.S. GEOLOGICAL SURVEY DISK SET IN
 BE1636'THE TOP OF A ROUND CONCRETE POST AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2284 ***********************************************************************
 BT2284  DESIGNATION -  58 NDS
 BT2284  PID         -  BT2284
 BT2284  STATE/COUNTY-  GA/DOUGHERTY
 BT2284  USGS QUAD   -  ALBANY EAST (1988)
 BT2284
 BT2284                         *CURRENT SURVEY CONTROL
 BT2284  ___________________________________________________________________
 BT2284* NAD 83(1994)-  31 33 27.53869(N)    084 02 22.87595(W)     ADJUSTED  
 BT2284* NAVD 88     -        68.     (meters)     223.     (feet)  SCALED    
 BT2284  ___________________________________________________________________
 BT2284  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT2284  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2284
 BT2284  HORZ ORDER  -  SECOND
 BT2284
 BT2284.The horizontal coordinates were established by classical geodetic methods
 BT2284.and adjusted by the National Geodetic Survey in September 1997..
 BT2284.No horizontal observational check was made to the station.
 BT2284
 BT2284.The orthometric height was scaled from a topographic map.
 BT2284
 BT2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2284
 BT2284.The geoid height was determined by GEOID03.
 BT2284
 BT2284;                    North         East     Units Scale Factor Converg.
 BT2284;SPC GA W     -   172,679.645   712,054.682   MT  0.99990179   +0 03 59.2
 BT2284;SPC GA W     -   566,533.14  2,336,132.74   sFT  0.99990179   +0 03 59.2
 BT2284;UTM  16      - 3,495,207.577   781,008.360   MT  1.00057406   +1 33 01.1
 BT2284;UTM  17      - 3,495,414.329   211,453.721   MT  1.00062703   -1 35 31.0
 BT2284
 BT2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2284!SPC GA W     -   0.99999359  x   0.99990179  =   0.99989539
 BT2284!UTM  16      -   0.99999359  x   1.00057406  =   1.00056765
 BT2284!UTM  17      -   0.99999359  x   1.00062703  =   1.00062062
 BT2284
 BT2284                          SUPERSEDED SURVEY CONTROL
 BT2284
 BT2284  NAD 83(1986)-  31 33 27.54473(N)    084 02 22.88212(W) AD(       ) 2
 BT2284
 BT2284.Superseded values are not recommended for survey control.
 BT2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2284.See file dsdata.txt to determine how the superseded data were derived.
 BT2284
 BT2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8100895208(NAD 83)
 BT2284_MARKER: A = ALUMINUM MARKER
 BT2284_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2284_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2284_STAMPING: 58 NDS 1987
 BT2284_MARK LOGO: GA-095
 BT2284_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2284+STABILITY: POSITION/ELEVATION WELL
 BT2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2284+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2284
 BT2284  HISTORY     - Date     Condition        Report By
 BT2284  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2284
 BT2284                          STATION DESCRIPTION
 BT2284
 BT2284'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2284'MARK LOCATED ABOUT 2 MI (3.22 KM) EAST OF ALBANY IN DOUGHERTY COUNTY,
 BT2284'GEORGIA ON RAMSEY ROAD. MARK IS AZIMUTH MARK FOR GPS STATION---G 57
 BT2284'NDS 1987.
 BT2284'TO REACH THE MARK FROM THE JUNCTION OF RAMSEY ROAD AND SYLVESTER
 BT2284'HIGHWAY---HWYS 82/50---GO SOUTH ALONG RAMSEY ROAD FOR 1.0 MI
 BT2284'(1.61 KM) TO A CUL-DE-SAC, AND THE MARK TO THE SOUTHEAST.
 BT2284'THE MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY CONTROL
 BT2284'SURVEY, STAMPED 58 NDS 1987, ON TOP OF AN ALUMINUM ALLOY ROD DRIVEN
 BT2284'TO A REFUSAL DEPTH OF 8.0 FT (2.44 M) . THE MARK IS PROTECTED BY A
 BT2284'CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE TOP OF THE
 BT2284'COVER IS 0.50 FT (0.15 M) BELOW THE SURFACE OF THE GROUND, AND IS
 BT2284'ABOUT 2.63 FT (0.80 M) BELOW THE NORTH RAIL OF THE RAILROAD TRACKS.
 BT2284'THE MARK IS 1.00 FT (0.30 M) BELOW THE TOP OF THE COVER.
 BT2284'THE MARK IS LOCATED 4.3 FT (1.31 M) SOUTHEAST OF THE EDGE OF ASPHALT
 BT2284'OF RAMSEY RAOD, 30.0 FT (9.14 M) NORTHEAST OF THE CENTERLINE OF THE
 BT2284'RAILROAD TRACKS AT ITS P.I. WITH THE PROJECTION OF THE CENTERLINE OF
 BT2284'RAMSEY ROAD, AND 3467.1 FT (1056.77 M) SOUTH OF THE GPS STATION---G
 BT2284'57 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1258 ***********************************************************************
 BS1258  DESIGNATION -  58 WLC
 BS1258  PID         -  BS1258
 BS1258  STATE/COUNTY-  GA/BROOKS
 BS1258  USGS QUAD   -  BERLIN EAST (1988)
 BS1258
 BS1258                         *CURRENT SURVEY CONTROL
 BS1258  ___________________________________________________________________
 BS1258* NAD 83(1986)-  31 00 32.     (N)    083 32 59.     (W)     SCALED    
 BS1258* NAVD 88     -        68.217  (meters)     223.81   (feet)  ADJUSTED  
 BS1258  ___________________________________________________________________
 BS1258  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BS1258  DYNAMIC HT  -          68.132 (meters)     223.53  (feet)  COMP
 BS1258  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 BS1258
 BS1258  VERT ORDER  -  SECOND    CLASS 0
 BS1258
 BS1258.The horizontal coordinates were scaled from a topographic map and have
 BS1258.an estimated accuracy of +/- 6 seconds.
 BS1258
 BS1258.The orthometric height was determined by differential leveling
 BS1258.and adjusted by the National Geodetic Survey in June 1991..
 BS1258
 BS1258.The geoid height was determined by GEOID03.
 BS1258
 BS1258.The dynamic height is computed by dividing the NAVD 88
 BS1258.geopotential number by the normal gravity value computed on the
 BS1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1258.degrees latitude (g = 980.6199 gals.).
 BS1258
 BS1258.The modeled gravity was interpolated from observed gravity values.
 BS1258
 BS1258;                    North         East    Units  Estimated Accuracy
 BS1258;SPC GA W     -   112,000.      758,910.      MT  (+/- 180 meters Scaled)
 BS1258
 BS1258                          SUPERSEDED SURVEY CONTROL
 BS1258
 BS1258  NGVD 29 (??/??/92)   68.41   (m)          224.4    (f) COMPUTED    2 0
 BS1258
 BS1258.Superseded values are not recommended for survey control.
 BS1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1258.See file dsdata.txt to determine how the superseded data were derived.
 BS1258
 BS1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ565333(NAD 83)
 BS1258_MARKER: DD = SURVEY DISK
 BS1258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BS1258_SP_SET: CULVERT HEADWALL
 BS1258_STAMPING: 58 WLC 1972
 BS1258_MARK LOGO: USGS  
 BS1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1258+STABILITY: SURFACE MOTION
 BS1258
 BS1258  HISTORY     - Date     Condition        Report By
 BS1258  HISTORY     - 1972     MONUMENTED       USGS
 BS1258  HISTORY     - 1973     GOOD             NGS
 BS1258  HISTORY     - 19920917 GOOD             NGS
 BS1258
 BS1258                          STATION DESCRIPTION
 BS1258
 BS1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1258'2.15 MI W FROM BARNEY.
 BS1258'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 122 FROM THE INTERSECTION OF
 BS1258'STATE HIGHWAYS 122 AND 76 AT BARNEY, OR ABOUT 5.55 MILES NORTHWEST
 BS1258'ALONG STATE HIGHWAY 94 FROM THE INTERSECTION OF STATE HIGHWAY 94 AND
 BS1258'76 AT MORVEN, THENCE 0.55 MILE EAST ALONG STATE HIGHWAY 122, 105 YARDS
 BS1258'WEST OF THE CENTER OF A JUNCTION OF STATE HIGHWAY 122 AND COUNTY ROAD
 BS1258'228 LEADING NORTHWEST, 20 FEET SOUTH OF THE CENTER LINE OF THE
 BS1258'HIGHWAY, SET IN THE TOP AND 0.7 FOOT EAST OF THE WEST END OF THE SOUTH
 BS1258'CONCRETE HEADWALL FOR A 13-FOOT CONCRETE BOX CULVERT UNDER THE
 BS1258'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 BS1258
 BS1258                          STATION RECOVERY (1992)
 BS1258
 BS1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 BS1258'ABOUT 2.15 MILES (3.46 KM) WEST ALONG STATE HIGHWAY 122 FROM THE
 BS1258'INTERSECTION OF STATE HIGHWAYS 122 AND 76 AT BARNEY (OR ABOUT 5.55
 BS1258'MILES (8.93 KM) NORTHWEST ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 BS1258'OF STATE HIGHWAY 94 AND 76 AT MORVEN, THENCE 0.55 MILE (0.89 KM) EAST
 BS1258'ALONG STATE HIGHWAY 122) , 105 YARDS WEST OF THE CENTER OF A JUNCTION
 BS1258'OF STATE HIGHWAY 122 AND COUNTY ROAD 228 LEADING NORTHWEST, 20 FEET
 BS1258'(6.1 M) SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND
 BS1258'0.7 FOOT (21.3 CM) EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL
 BS1258'FOR A 13-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH
 BS1258'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4326 ***********************************************************************
 AB4326  DESIGNATION -  588
 AB4326  PID         -  AB4326
 AB4326  STATE/COUNTY-  GA/DE KALB
 AB4326  USGS QUAD   -  CHAMBLEE (1993)
 AB4326
 AB4326                         *CURRENT SURVEY CONTROL
 AB4326  ___________________________________________________________________
 AB4326* NAD 83(1994)-  33 55 50.99642(N)    084 15 57.60824(W)     ADJUSTED  
 AB4326* NAVD 88     -       321.4    (meters)    1054.     (feet)  GPS OBS   
 AB4326  ___________________________________________________________________
 AB4326  X           -     529,302.793 (meters)                     COMP
 AB4326  Y           -  -5,271,279.228 (meters)                     COMP
 AB4326  Z           -   3,540,246.360 (meters)                     COMP
 AB4326  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AB4326  ELLIP HEIGHT-         291.88  (meters)          (09/03/97) GPS OBS
 AB4326  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB4326
 AB4326  HORZ ORDER  -  FIRST
 AB4326  ELLP ORDER  -  FOURTH    CLASS II
 AB4326
 AB4326.The horizontal coordinates were established by GPS observations
 AB4326.and adjusted by the National Geodetic Survey in September 1997..
 AB4326
 AB4326.The orthometric height was determined by GPS observations and a
 AB4326.high-resolution geoid model.
 AB4326
 AB4326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4326
 AB4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4326
 AB4326.The ellipsoidal height was determined by GPS observations
 AB4326.and is referenced to NAD 83.
 AB4326
 AB4326.The geoid height was determined by GEOID03.
 AB4326
 AB4326;                    North         East     Units Scale Factor Converg.
 AB4326;SPC GA W     -   435,836.702   690,816.385   MT  0.99990104   -0 03 19.6
 AB4326;SPC GA W     - 1,429,907.58  2,266,453.42   sFT  0.99990104   -0 03 19.6
 AB4326;UTM  16      - 3,757,854.022   752,719.642   MT  1.00038740   +1 31 36.9
 AB4326
 AB4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4326!SPC GA W     -   0.99995418  x   0.99990104  =   0.99985523
 AB4326!UTM  16      -   0.99995418  x   1.00038740  =   1.00034156
 AB4326
 AB4326|---------------------------------------------------------------------|
 AB4326| PID    Reference Object                     Distance      Geod. Az  |
 AB4326|                                                           dddmmss.s |
 AB4326| AB4339 5017                                146.136 METERS 06012     |
 AB4326|---------------------------------------------------------------------|
 AB4326
 AB4326                          SUPERSEDED SURVEY CONTROL
 AB4326
 AB4326  NAD 83(1994)-  33 55 50.99597(N)    084 15 57.60803(W) AD(       ) 1
 AB4326  ELLIP H (06/18/96)  291.87   (m)                       GP(       ) 4 1
 AB4326
 AB4326.Superseded values are not recommended for survey control.
 AB4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4326.See file dsdata.txt to determine how the superseded data were derived.
 AB4326
 AB4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5272057854(NAD 83)
 AB4326_MARKER: DB = BENCH MARK DISK
 AB4326_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4326_STAMPING: 588
 AB4326_MARK LOGO: GA-089
 AB4326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4326+STABILITY: SURFACE MOTION
 AB4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4326+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4326
 AB4326  HISTORY     - Date     Condition        Report By
 AB4326  HISTORY     - UNK      MONUMENTED       GA-089
 AB4326  HISTORY     - 19950326 GOOD             MSI
 AB4326
 AB4326                          STATION DESCRIPTION
 AB4326
 AB4326'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4326'TO REACH THE STATION FROM THE INTERSECTION OF WINTERS CHAPEL RD. AND
 AB4326'PEACHTREE IND. BLVD., PROCEED WESTERLY ALONG THE NORTH FRONTAGE ROAD
 AB4326'PARALLEL TO PEACHTREE IND. BLVD. FOR 0.05 MI (0.08 KM) TO STATION ON
 AB4326'NORTH SIDE IN EAST END OF SIDEWALK ON WEST SIDE OF ENTRANCE TO TRUST
 AB4326'CO. BANK. STATION IS A BRASS DISK SET IN A CONCRETE MEDIAN STAMPED 588
 AB4326'AND IS LOCATED 42 FT (12.8 M) WEST SOUTHWEST OF FIRE HYDRANT, 0.8 FT
 AB4326'(24.4 CM) WEST SOUTHWEST OF EDGE OF RETAINING WALL, 8.8 FT (2.7 M)
 AB4326'NORTH OF EDGE OF CURB, 15 FT (4.6 M) EAST NORTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1257 ***********************************************************************
 BS1257  DESIGNATION -  59 WLC
 BS1257  PID         -  BS1257
 BS1257  STATE/COUNTY-  GA/BROOKS
 BS1257  USGS QUAD   -  BERLIN EAST (1988)
 BS1257
 BS1257                         *CURRENT SURVEY CONTROL
 BS1257  ___________________________________________________________________
 BS1257* NAD 83(1986)-  31 00 32.     (N)    083 31 59.     (W)     SCALED    
 BS1257* NAVD 88     -        71.771  (meters)     235.47   (feet)  ADJUSTED  
 BS1257  ___________________________________________________________________
 BS1257  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BS1257  DYNAMIC HT  -          71.681 (meters)     235.17  (feet)  COMP
 BS1257  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BS1257
 BS1257  VERT ORDER  -  SECOND    CLASS 0
 BS1257
 BS1257.The horizontal coordinates were scaled from a topographic map and have
 BS1257.an estimated accuracy of +/- 6 seconds.
 BS1257
 BS1257.The orthometric height was determined by differential leveling
 BS1257.and adjusted by the National Geodetic Survey in June 1991..
 BS1257
 BS1257.The geoid height was determined by GEOID03.
 BS1257
 BS1257.The dynamic height is computed by dividing the NAVD 88
 BS1257.geopotential number by the normal gravity value computed on the
 BS1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1257.degrees latitude (g = 980.6199 gals.).
 BS1257
 BS1257.The modeled gravity was interpolated from observed gravity values.
 BS1257
 BS1257;                    North         East    Units  Estimated Accuracy
 BS1257;SPC GA W     -   112,010.      760,500.      MT  (+/- 180 meters Scaled)
 BS1257
 BS1257                          SUPERSEDED SURVEY CONTROL
 BS1257
 BS1257  NGVD 29 (??/??/92)   71.97   (m)          236.1    (f) COMPUTED    2 0
 BS1257
 BS1257.Superseded values are not recommended for survey control.
 BS1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1257.See file dsdata.txt to determine how the superseded data were derived.
 BS1257
 BS1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ581333(NAD 83)
 BS1257_MARKER: DD = SURVEY DISK
 BS1257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BS1257_SP_SET: CULVERT HEADWALL
 BS1257_STAMPING: 59 WLC 1972
 BS1257_MARK LOGO: USGS  
 BS1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1257+STABILITY: SURFACE MOTION
 BS1257
 BS1257  HISTORY     - Date     Condition        Report By
 BS1257  HISTORY     - 1972     MONUMENTED       USGS
 BS1257  HISTORY     - 1973     GOOD             NGS
 BS1257  HISTORY     - 19920917 GOOD             NGS
 BS1257
 BS1257                          STATION DESCRIPTION
 BS1257
 BS1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1257'1.2 MI W FROM BARNEY.
 BS1257'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 122 FROM THE INTERSECTION OF
 BS1257'STATE HIGHWAYS 122 AND 76 AT BARNEY, 0.5 MILE EAST OF AN INTERSECTION
 BS1257'OF STATE HIGHWAY 122 AND COUNTY ROAD 39, 25 FEET SOUTH OF THE CENTER
 BS1257'LINE OF THE HIGHWAY, SET IN THE TOP AND 1.0 FOOT EAST OF THE WEST END
 BS1257'OF THE SOUTH 15-FOOT CONCRETE HEADWALL FOR A 48-INCH TUBULAR CONCRETE
 BS1257'CULVERT UNDER THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BS1257'HIGHWAY.
 BS1257
 BS1257                          STATION RECOVERY (1992)
 BS1257
 BS1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 BS1257'ABOUT 1.2 MILES (1.9 KM) WEST ALONG STATE HIGHWAY 122 FROM THE
 BS1257'INTERSECTION OF STATE HIGHWAYS 122 AND 76 AT BARNEY, 0.5 MILE (0.8 KM)
 BS1257'EAST OF AN INTERSECTION OF STATE HIGHWAY 122 AND COUNTY ROAD 39, 25
 BS1257'FEET (7.6 M) SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BS1257'AND 1.0 FOOT (0.3 M) EAST OF THE WEST END OF THE SOUTH 15-FOOT
 BS1257'CONCRETE HEADWALL FOR A 48-INCH TUBULAR CONCRETE CULVERT UNDER THE
 BS1257'HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3016 ***********************************************************************
 AB3016  DESIGNATION -  59 WLC RESET
 AB3016  PID         -  AB3016
 AB3016  STATE/COUNTY-  GA/BROOKS
 AB3016  USGS QUAD   -  BERLIN EAST (1988)
 AB3016
 AB3016                         *CURRENT SURVEY CONTROL
 AB3016  ___________________________________________________________________
 AB3016* NAD 83(1986)-  31 00 31.     (N)    083 32 00.     (W)     SCALED    
 AB3016* NAVD 88     -        71.025  (meters)     233.02   (feet)  ADJUSTED  
 AB3016  ___________________________________________________________________
 AB3016  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AB3016  DYNAMIC HT  -          70.936 (meters)     232.73  (feet)  COMP
 AB3016  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 AB3016
 AB3016  VERT ORDER  -  SECOND    CLASS I
 AB3016
 AB3016.The horizontal coordinates were scaled from a topographic map and have
 AB3016.an estimated accuracy of +/- 6 seconds.
 AB3016
 AB3016.The orthometric height was determined by differential leveling
 AB3016.and adjusted by the National Geodetic Survey in April 1998..
 AB3016
 AB3016.The geoid height was determined by GEOID03.
 AB3016
 AB3016.The dynamic height is computed by dividing the NAVD 88
 AB3016.geopotential number by the normal gravity value computed on the
 AB3016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3016.degrees latitude (g = 980.6199 gals.).
 AB3016
 AB3016.The modeled gravity was interpolated from observed gravity values.
 AB3016
 AB3016;                    North         East    Units  Estimated Accuracy
 AB3016;SPC GA W     -   111,980.      760,480.      MT  (+/- 180 meters Scaled)
 AB3016
 AB3016                          SUPERSEDED SURVEY CONTROL
 AB3016
 AB3016.No superseded survey control is available for this station.
 AB3016
 AB3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ581333(NAD 83)
 AB3016_MARKER: DD = SURVEY DISK
 AB3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3016_STAMPING: USGS WLC 59 1972 RESET 1992
 AB3016_MARK LOGO: GADT  
 AB3016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3016+STABILITY: SURFACE MOTION
 AB3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3016+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB3016
 AB3016  HISTORY     - Date     Condition        Report By
 AB3016  HISTORY     - 1992     MONUMENTED       GADT
 AB3016
 AB3016                          STATION DESCRIPTION
 AB3016
 AB3016'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1992 (JEC)
 AB3016'1.2 MILES (1.9 KM) WEST ALONG SR 122 FROM SR 176 IN BARNEY TO THE MARK
 AB3016'ON THE LEFT, A GADOT BRASS DISK IN A 10 INCH DIAMETER CONCRETE POST 3
 AB3016'FEET (0.9 M) DEEP, 196 FEET (59.7 M) WEST OF A 48 INCH CONCRETE DRAIN
 AB3016'PIPE UNDER SR 122, 50 FT (15.2 M) SOUTH OF THE HIGHWAY CENTERLINE
 AB3016'PRIOR TO WIDENING FOR A PASSING LANE, 4 FEET (1.2 M) EAST OF A POWER
 AB3016'POLE AND 1.5 FEET (0.5 M) NORTH OF A WITNESS POST, FLUSH WITH GROUND
 AB3016'AND ABOUT 3 FEET (0.9 M) BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4246 ***********************************************************************
 AB4246  DESIGNATION -  592
 AB4246  PID         -  AB4246
 AB4246  STATE/COUNTY-  GA/DE KALB
 AB4246  USGS QUAD   -  CHAMBLEE (1993)
 AB4246
 AB4246                         *CURRENT SURVEY CONTROL
 AB4246  ___________________________________________________________________
 AB4246* NAD 83(1994)-  33 56 30.46572(N)    084 16 15.94527(W)     ADJUSTED  
 AB4246* NAVD 88     -       320.0    (meters)    1050.     (feet)  GPS OBS   
 AB4246  ___________________________________________________________________
 AB4246  X           -     528,766.280 (meters)                     COMP
 AB4246  Y           -  -5,270,649.533 (meters)                     COMP
 AB4246  Z           -   3,541,254.566 (meters)                     COMP
 AB4246  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AB4246  ELLIP HEIGHT-         290.46  (meters)          (09/03/97) GPS OBS
 AB4246  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AB4246
 AB4246  HORZ ORDER  -  FIRST
 AB4246  ELLP ORDER  -  FOURTH    CLASS II
 AB4246
 AB4246.The horizontal coordinates were established by GPS observations
 AB4246.and adjusted by the National Geodetic Survey in September 1997..
 AB4246
 AB4246.The orthometric height was determined by GPS observations and a
 AB4246.high-resolution geoid model.
 AB4246
 AB4246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4246
 AB4246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4246
 AB4246.The ellipsoidal height was determined by GPS observations
 AB4246.and is referenced to NAD 83.
 AB4246
 AB4246.The geoid height was determined by GEOID03.
 AB4246
 AB4246;                    North         East     Units Scale Factor Converg.
 AB4246;SPC GA W     -   437,053.155   690,346.715   MT  0.99990115   -0 03 29.9
 AB4246;SPC GA W     - 1,433,898.56  2,264,912.51   sFT  0.99990115   -0 03 29.9
 AB4246;UTM  16      - 3,759,057.623   752,216.312   MT  1.00038426   +1 31 28.2
 AB4246
 AB4246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4246!SPC GA W     -   0.99995440  x   0.99990115  =   0.99985556
 AB4246!UTM  16      -   0.99995440  x   1.00038426  =   1.00033865
 AB4246
 AB4246                          SUPERSEDED SURVEY CONTROL
 AB4246
 AB4246  NAD 83(1994)-  33 56 30.46527(N)    084 16 15.94505(W) AD(       ) 1
 AB4246  ELLIP H (06/18/96)  290.45   (m)                       GP(       ) 4 1
 AB4246
 AB4246.Superseded values are not recommended for survey control.
 AB4246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4246.See file dsdata.txt to determine how the superseded data were derived.
 AB4246
 AB4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5221659058(NAD 83)
 AB4246_MARKER: DB = BENCH MARK DISK
 AB4246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4246+WITH SETTING: PAVEMENT
 AB4246_SP_SET: CONCRETE MEDIAN
 AB4246_STAMPING: 592
 AB4246_MARK LOGO: GA-089
 AB4246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4246+STABILITY: SURFACE MOTION
 AB4246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4246+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1995
 AB4246
 AB4246  HISTORY     - Date     Condition        Report By
 AB4246  HISTORY     - UNK      MONUMENTED       GA-089
 AB4246  HISTORY     - 19950208 GOOD             MSI
 AB4246
 AB4246                          STATION DESCRIPTION
 AB4246
 AB4246'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4246'TO REACH THE STATION FROM THE INTERSECTION OF PEACHTREE INDUSTRIAL
 AB4246'BOULEVARD (STATE HIGHWAY 141) AND I-285 (EXIT-23), PRCEED NORTHEAST ON
 AB4246'PEACHTREE INDUSTRIAL BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION
 AB4246'WITH WINTERS CHAPEL ROAD. TURN LEFT AND PROCEED NORTHWEST ON WINTERS
 AB4246'CHAPEL ROAD FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH PEELER ROAD
 AB4246'AND THE STATION ON THE LEFT IN THE SOUTHERN/CONCRETE TRAFFIC ISLAND.
 AB4246'STATION IS A BENCHMARK DISK SET IN THE CONCRETE MEDIAN STAMPED 592 AND
 AB4246'IS LOCATED 9.3 M (30.5 FT) SSE OF SW TRAFFIC SIGNAL POLE, 6.2 M (20.3
 AB4246'FT) WEST OF CENTERLINE OF WINTERS CHAPEL ROAD, AND 20.3 M (66.6 FT)
 AB4246'SSE OF CENTERLINE OF PEELER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1340 ***********************************************************************
 BS1340  DESIGNATION -  5B 35 GAGS 1935
 BS1340  PID         -  BS1340
 BS1340  STATE/COUNTY-  GA/BEN HILL
 BS1340  USGS QUAD   -  FITZGERALD EAST (1988)
 BS1340
 BS1340                         *CURRENT SURVEY CONTROL
 BS1340  ___________________________________________________________________
 BS1340* NAD 83(1994)-  31 43 02.19132(N)    083 14 36.46044(W)     ADJUSTED  
 BS1340* NAVD 88     -       108.89   (+/-2cm)     357.2    (feet)  VERTCON   
 BS1340  ___________________________________________________________________
 BS1340  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BS1340  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BS1340
 BS1340  HORZ ORDER  -  SECOND
 BS1340  VERT ORDER  -  THIRD ? (See Below)
 BS1340
 BS1340.The horizontal coordinates were established by classical geodetic methods
 BS1340.and adjusted by the National Geodetic Survey in September 1997..
 BS1340
 BS1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1340.The vertical order pertains to the NGVD 29 superseded value.
 BS1340
 BS1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1340
 BS1340.The geoid height was determined by GEOID03.
 BS1340
 BS1340;                    North         East     Units Scale Factor Converg.
 BS1340;SPC GA W     -   190,740.875   787,496.162   MT  0.99999439   +0 29 07.4
 BS1340;SPC GA W     -   625,789.02  2,583,643.66   sFT  0.99999439   +0 29 07.4
 BS1340;UTM  17      - 3,511,287.192   287,420.960   MT  1.00015737   -1 10 47.6
 BS1340
 BS1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1340!SPC GA W     -   0.99998716  x   0.99999439  =   0.99998155
 BS1340!UTM  17      -   0.99998716  x   1.00015737  =   1.00014453
 BS1340
 BS1340                          SUPERSEDED SURVEY CONTROL
 BS1340
 BS1340  NAD 83(1986)-  31 43 02.19349(N)    083 14 36.46508(W) AD(       ) 2
 BS1340  NAD 27      -  31 43 01.52400(N)    083 14 36.91100(W) AD(       ) 2
 BS1340  NGVD 29 (07/19/86)  109.09   (m)          357.9    (f) LEVELING    3  
 BS1340
 BS1340.Superseded values are not recommended for survey control.
 BS1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1340.See file dsdata.txt to determine how the superseded data were derived.
 BS1340
 BS1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR8742111287(NAD 83)
 BS1340_MARKER: Z = SEE DESCRIPTION
 BS1340_SETTING: 0 = UNSPECIFIED SETTING
 BS1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1340
 BS1340  HISTORY     - Date     Condition        Report By
 BS1340  HISTORY     - 1934     MONUMENTED       GAGS
 BS1340  HISTORY     - 1935     POOR             CGS
 BS1340
 BS1340                          STATION DESCRIPTION
 BS1340
 BS1340'DESCRIBED BY GEORGIA GEODETIC SURVEY 1934
 BS1340'ON THE WEST SIDE OF THE SEABOARD AIR LINE RAILWAY, 856 FEET NORTH
 BS1340'FROM THE DEPOT IN FITZGERALD.  777 FEET NORTH FROM MILEPOST 658.
 BS1340'20 FEET SOUTH FROM A STREET CROSSING.  9 FEET FROM NEAR RAIL.  VG
 BS1340'5B-34, TRIANGULATION STATION FITZGERALD.
 BS1340
 BS1340                          STATION RECOVERY (1935)
 BS1340
 BS1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1340'THE MARK IS NOT IN GOOD CONDITION FOR THE CONCRETE HAS BEEN
 BS1340'CHIPPED FROM AROUND THE DISK.  HOWEVER AT THE PRESENT TIME THE MARK
 BS1340'IS FIRM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1378 ***********************************************************************
 BS1378  DESIGNATION -  5B 55C GAGS 1935
 BS1378  PID         -  BS1378
 BS1378  STATE/COUNTY-  GA/TIFT
 BS1378  USGS QUAD   -  TIFTON EAST (1988)
 BS1378
 BS1378                         *CURRENT SURVEY CONTROL
 BS1378  ___________________________________________________________________
 BS1378* NAD 83(1994)-  31 27 40.86318(N)    083 28 57.20247(W)     ADJUSTED  
 BS1378* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BS1378  ___________________________________________________________________
 BS1378  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 BS1378  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BS1378
 BS1378  HORZ ORDER  -  SECOND
 BS1378
 BS1378.The horizontal coordinates were established by classical geodetic methods
 BS1378.and adjusted by the National Geodetic Survey in September 1997..
 BS1378
 BS1378.The orthometric height was scaled from a topographic map.
 BS1378
 BS1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1378
 BS1378.The geoid height was determined by GEOID03.
 BS1378
 BS1378;                    North         East     Units Scale Factor Converg.
 BS1378;SPC GA W     -   162,198.862   765,013.005   MT  0.99995211   +0 21 25.4
 BS1378;SPC GA W     -   532,147.43  2,509,880.17   sFT  0.99995211   +0 21 25.4
 BS1378;UTM  17      - 3,483,401.256   264,114.959   MT  1.00028634   -1 17 46.7
 BS1378
 BS1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1378!SPC GA W     -   0.99998741  x   0.99995211  =   0.99993952
 BS1378!UTM  17      -   0.99998741  x   1.00028634  =   1.00027374
 BS1378
 BS1378                          SUPERSEDED SURVEY CONTROL
 BS1378
 BS1378  NAD 83(1986)-  31 27 40.87605(N)    083 28 57.20730(W) AD(       ) 2
 BS1378  NAD 27      -  31 27 40.21000(N)    083 28 57.61900(W) AD(       ) 2
 BS1378
 BS1378.Superseded values are not recommended for survey control.
 BS1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1378.See file dsdata.txt to determine how the superseded data were derived.
 BS1378
 BS1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6411583401(NAD 83)
 BS1378_MARKER: Z = SEE DESCRIPTION
 BS1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1378+STABILITY: SURFACE MOTION
 BS1378
 BS1378  HISTORY     - Date     Condition        Report By
 BS1378  HISTORY     - 1935     MONUMENTED       GAGS
 BS1378
 BS1378                          STATION DESCRIPTION
 BS1378
 BS1378'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BS1378'A GEORGIA GEODETIC SURVEY INTERMEDIATE STATION, MARKED BY A BRASS
 BS1378'TACK SET IN A ROUND CONCRETE POST, PROJECTING ABOUT 2 INCHES, 13.68
 BS1378'FEET SOUTHEAST OF 5B-2B ECCENTRIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2536 ***********************************************************************
 BD2536  DESIGNATION -  5H 1 GAGS 1935
 BD2536  PID         -  BD2536
 BD2536  STATE/COUNTY-  GA/THOMAS
 BD2536  USGS QUAD   -  THOMASVILLE (1988)
 BD2536
 BD2536                         *CURRENT SURVEY CONTROL
 BD2536  ___________________________________________________________________
 BD2536* NAD 83(1994)-  30 50 03.77306(N)    083 58 18.67926(W)     ADJUSTED  
 BD2536* NAVD 88     -        85.86   (+/-2cm)     281.7    (feet)  VERTCON   
 BD2536  ___________________________________________________________________
 BD2536  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BD2536  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BD2536
 BD2536  HORZ ORDER  -  SECOND
 BD2536  VERT ORDER  -  THIRD ? (See Below)
 BD2536
 BD2536.The horizontal coordinates were established by classical geodetic methods
 BD2536.and adjusted by the National Geodetic Survey in September 1997..
 BD2536
 BD2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2536.The vertical order pertains to the NGVD 29 superseded value.
 BD2536
 BD2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2536
 BD2536.The geoid height was determined by GEOID03.
 BD2536
 BD2536;                    North         East     Units Scale Factor Converg.
 BD2536;SPC GA W     -    92,506.105   718,635.542   MT  0.99990428   +0 05 59.5
 BD2536;SPC GA W     -   303,497.11  2,357,723.44   sFT  0.99990428   +0 05 59.5
 BD2536;SPC FL N     -   203,460.276   650,527.659   MT  1.00001604   +0 15 55.5
 BD2536;SPC FL N     -   667,519.26  2,134,272.83   sFT  1.00001604   +0 15 55.5
 BD2536;UTM  17      - 3,415,028.234   215,738.599   MT  1.00059690   -1 31 27.4
 BD2536;UTM  16      - 3,415,172.928   789,647.911   MT  1.00063504   +1 33 11.5
 BD2536
 BD2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2536!SPC GA W     -   0.99999085  x   0.99990428  =   0.99989513
 BD2536!SPC FL N     -   0.99999085  x   1.00001604  =   1.00000689
 BD2536!UTM  17      -   0.99999085  x   1.00059690  =   1.00058774
 BD2536!UTM  16      -   0.99999085  x   1.00063504  =   1.00062588
 BD2536
 BD2536                          SUPERSEDED SURVEY CONTROL
 BD2536
 BD2536  NAD 83(1986)-  30 50 03.78011(N)    083 58 18.68450(W) AD(       ) 2
 BD2536  NAD 27      -  30 50 03.08600(N)    083 58 19.07600(W) AD(       ) 2
 BD2536  NGVD 29 (07/19/86)   86.01   (m)          282.2    (f) LEVELING    3  
 BD2536
 BD2536.Superseded values are not recommended for survey control.
 BD2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2536.See file dsdata.txt to determine how the superseded data were derived.
 BD2536
 BD2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1573915028(NAD 83)
 BD2536_MARKER: DD = SURVEY DISK
 BD2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2536+STABILITY: SURFACE MOTION
 BD2536
 BD2536  HISTORY     - Date     Condition        Report By
 BD2536  HISTORY     - 1935     MONUMENTED       GAGS
 BD2536  HISTORY     - 1956     GOOD             AEROS
 BD2536
 BD2536                          STATION DESCRIPTION
 BD2536
 BD2536'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BD2536'AT THOMASVILLE, 7 PACES EAST OF CENTER LINE OF HANSELL STREET,
 BD2536'AND 3-1/2 PACES SOUTH OF SOUTH RAIL OF MAIN TRACK OF ATLANTIC
 BD2536'COAST LINE RAILROAD.  MARK IS A STATE SURVEY STANDARD DISK,
 BD2536'SET IN 6-INCH CONCRETE CYLINDER, 163.191 FEET SOUTH OF THOMASVILLE
 BD2536'(SEE DESCRIPTION THEREOF) S 14 DEG 38 MIN W.
 BD2536
 BD2536                          STATION RECOVERY (1956)
 BD2536
 BD2536'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956
 BD2536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0662 ***********************************************************************
 BS0662  DESIGNATION -  6 76
 BS0662  PID         -  BS0662
 BS0662  STATE/COUNTY-  GA/ATKINSON
 BS0662  USGS QUAD   -  WILLACOOCHEE (1972)
 BS0662
 BS0662                         *CURRENT SURVEY CONTROL
 BS0662  ___________________________________________________________________
 BS0662* NAD 83(1986)-  31 20 21.     (N)    083 02 30.     (W)     SCALED    
 BS0662* NAVD 88     -        73.531  (meters)     241.24   (feet)  ADJUSTED  
 BS0662  ___________________________________________________________________
 BS0662  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BS0662  DYNAMIC HT  -          73.443 (meters)     240.95  (feet)  COMP
 BS0662  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BS0662
 BS0662  VERT ORDER  -  FIRST     CLASS I
 BS0662
 BS0662.The horizontal coordinates were scaled from a topographic map and have
 BS0662.an estimated accuracy of +/- 6 seconds.
 BS0662
 BS0662.The orthometric height was determined by differential leveling
 BS0662.and adjusted by the National Geodetic Survey in June 1991..
 BS0662.WARNING-Repeat measurements at this control monument indicate possible
 BS0662.vertical movement.
 BS0662
 BS0662.The geoid height was determined by GEOID03.
 BS0662
 BS0662.The dynamic height is computed by dividing the NAVD 88
 BS0662.geopotential number by the normal gravity value computed on the
 BS0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0662.degrees latitude (g = 980.6199 gals.).
 BS0662
 BS0662.The modeled gravity was interpolated from observed gravity values.
 BS0662
 BS0662;                    North         East    Units  Estimated Accuracy
 BS0662;SPC GA E     -   148,780.      116,740.      MT  (+/- 180 meters Scaled)
 BS0662
 BS0662                          SUPERSEDED SURVEY CONTROL
 BS0662
 BS0662  NGVD 29 (??/??/92)   73.767  (m)          242.02   (f) ADJ UNCH    1 1
 BS0662
 BS0662.Superseded values are not recommended for survey control.
 BS0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0662.See file dsdata.txt to determine how the superseded data were derived.
 BS0662
 BS0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ057689(NAD 83)
 BS0662_MARKER: DB = BENCH MARK DISK
 BS0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0662_STAMPING: 6 76
 BS0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0662+STABILITY: SURFACE MOTION
 BS0662
 BS0662  HISTORY     - Date     Condition        Report By
 BS0662  HISTORY     - UNK      MONUMENTED       GAGS
 BS0662  HISTORY     - 1962     GOOD             NGS
 BS0662  HISTORY     - 1974     GOOD             NGS
 BS0662
 BS0662                          STATION DESCRIPTION
 BS0662
 BS0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0662'AT WILLACOOCHEE.
 BS0662'AT WILLACOOCHEE, 0.15 MILE EAST ALONG THE ATLANTIC COAST LINE
 BS0662'RAILROAD FROM THE STATION, NEAR THE CROSSING OF THE GEORGIA AND
 BS0662'FLORIDA RAILROAD, 4.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 BS0662'ATLANTIC COAST LINE MAIN TRACK, 7.3 FEET EAST OF THE EAST RAIL OF
 BS0662'THE GEORGIA AND FLORIDA MAIN TRACK, 11 1/2 FEET NORTHWEST OF THE
 BS0662'EAST END OF A 30-INCH PIPE CULVERT UNDER THE GEORGIA AND FLORIDA
 BS0662'RAILROAD, 31 1/2 FEET NORTHEAST OF A SWITCH STAND, 85.5 FEET
 BS0662'NORTHEAST AND ACROSS THE GEORGIA AND FLORIDA RAILROAD FROM BENCH
 BS0662'MARK D 153, 0.8 FOOT BELOW THE LEVEL OF BOTH TRACKS, SET IN THE
 BS0662'TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 BS0662
 BS0662                          STATION RECOVERY (1974)
 BS0662
 BS0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0242 ***********************************************************************
 BR0242  DESIGNATION -  6 G 13
 BR0242  PID         -  BR0242
 BR0242  STATE/COUNTY-  GA/GLYNN
 BR0242  USGS QUAD   -  STERLING (1993)
 BR0242
 BR0242                         *CURRENT SURVEY CONTROL
 BR0242  ___________________________________________________________________
 BR0242* NAD 83(1986)-  31 16 10.     (N)    081 32 11.     (W)     SCALED    
 BR0242* NAVD 88     -         6.005  (meters)      19.70   (feet)  ADJUSTED  
 BR0242  ___________________________________________________________________
 BR0242  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 BR0242  DYNAMIC HT  -           5.997 (meters)      19.68  (feet)  COMP
 BR0242  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BR0242
 BR0242  VERT ORDER  -  FIRST     CLASS II
 BR0242
 BR0242.The horizontal coordinates were scaled from a topographic map and have
 BR0242.an estimated accuracy of +/- 6 seconds.
 BR0242
 BR0242.The orthometric height was determined by differential leveling
 BR0242.and adjusted by the National Geodetic Survey in June 1991..
 BR0242
 BR0242.The geoid height was determined by GEOID03.
 BR0242
 BR0242.The dynamic height is computed by dividing the NAVD 88
 BR0242.geopotential number by the normal gravity value computed on the
 BR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0242.degrees latitude (g = 980.6199 gals.).
 BR0242
 BR0242.The modeled gravity was interpolated from observed gravity values.
 BR0242
 BR0242;                    North         East    Units  Estimated Accuracy
 BR0242;SPC GA E     -   140,890.      260,020.      MT  (+/- 180 meters Scaled)
 BR0242
 BR0242                          SUPERSEDED SURVEY CONTROL
 BR0242
 BR0242  NGVD 29 (??/??/92)    6.303  (m)           20.68   (f) ADJ UNCH    1 2
 BR0242
 BR0242.Superseded values are not recommended for survey control.
 BR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0242.See file dsdata.txt to determine how the superseded data were derived.
 BR0242
 BR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ489595(NAD 83)
 BR0242_MARKER: DD = SURVEY DISK
 BR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0242_STAMPING: 6 G 13
 BR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0242+STABILITY: SURFACE MOTION
 BR0242
 BR0242  HISTORY     - Date     Condition        Report By
 BR0242  HISTORY     - UNK      MONUMENTED       GAGS
 BR0242  HISTORY     - 1956     GOOD             NGS
 BR0242
 BR0242                          STATION DESCRIPTION
 BR0242
 BR0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0242'AT STERLING.
 BR0242'AT STERLING, ALONG THE SOUTHERN RAILWAY, AT CROSSING OF STATE
 BR0242'HIGHWAY 99 (SAND ROAD), 3 3/4 FEET NORTHEAST OF NORTHEAST RAIL, 47
 BR0242'1/2 FEET EAST AND ACROSS TRACK FROM STATION SIGN, 16 FEET NORTH
 BR0242'OF CENTER OF HIGHWAY CROSSING, 15 FEET NORTHWEST OF CENTER LINE OF
 BR0242'HIGHWAY, 28 FEET EAST-SOUTHEAST AND ACROSS TRACK FROM A VERTICAL
 BR0242'RAIL PROJECTING 3 1/2 FEET, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK
 BR0242'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0415 ***********************************************************************
 BS0415  DESIGNATION -  6 J 9
 BS0415  PID         -  BS0415
 BS0415  STATE/COUNTY-  GA/JEFF DAVIS
 BS0415  USGS QUAD   -  DENTON (1988)
 BS0415
 BS0415                         *CURRENT SURVEY CONTROL
 BS0415  ___________________________________________________________________
 BS0415* NAD 83(1986)-  31 44 32.     (N)    082 41 12.     (W)     SCALED    
 BS0415* NAVD 88     -        77.900  (meters)     255.58   (feet)  ADJUSTED  
 BS0415  ___________________________________________________________________
 BS0415  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BS0415  DYNAMIC HT  -          77.808 (meters)     255.28  (feet)  COMP
 BS0415  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 BS0415
 BS0415  VERT ORDER  -  SECOND    CLASS 0
 BS0415
 BS0415.The horizontal coordinates were scaled from a topographic map and have
 BS0415.an estimated accuracy of +/- 6 seconds.
 BS0415
 BS0415.The orthometric height was determined by differential leveling
 BS0415.and adjusted by the National Geodetic Survey in June 1991..
 BS0415
 BS0415.The geoid height was determined by GEOID03.
 BS0415
 BS0415.The dynamic height is computed by dividing the NAVD 88
 BS0415.geopotential number by the normal gravity value computed on the
 BS0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0415.degrees latitude (g = 980.6199 gals.).
 BS0415
 BS0415.The modeled gravity was interpolated from observed gravity values.
 BS0415
 BS0415;                    North         East    Units  Estimated Accuracy
 BS0415;SPC GA E     -   193,250.      150,730.      MT  (+/- 180 meters Scaled)
 BS0415
 BS0415                          SUPERSEDED SURVEY CONTROL
 BS0415
 BS0415  NGVD 29 (??/??/92)   78.156  (m)          256.42   (f) ADJ UNCH    2 0
 BS0415
 BS0415.Superseded values are not recommended for survey control.
 BS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0415.See file dsdata.txt to determine how the superseded data were derived.
 BS0415
 BS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR402131(NAD 83)
 BS0415_MARKER: DD = SURVEY DISK
 BS0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0415_STAMPING: 6 J NO 9
 BS0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0415+STABILITY: SURFACE MOTION
 BS0415
 BS0415  HISTORY     - Date     Condition        Report By
 BS0415  HISTORY     - UNK      MONUMENTED       GAGS
 BS0415  HISTORY     - 1962     GOOD             NGS
 BS0415
 BS0415                          STATION DESCRIPTION
 BS0415
 BS0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0415'1.6 MI NE FROM DENTON.
 BS0415'1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 221 FROM THE POST OFFICE
 BS0415'AT DENTON, 0.65 MILE NORTH OF A LARGE BRIDGE OVER WHITEHEAD CREEK,
 BS0415'ABOUT 110 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, NEAR THE
 BS0415'CROSSING OF A SAND ROAD AND THE GEORGIA AND FLORIDA RAILROAD,
 BS0415'9 FEET EAST OF THE EAST RAIL, 26 FEET SOUTHEAST OF THE CENTER OF
 BS0415'THE ROAD CROSSING THE TRACK, 26 FEET SOUTH OF THE CENTER LINE OF
 BS0415'THE ROAD, 17 FEET SOUTHWEST OF MILEPOST 111, ABOUT LEVEL WITH THE
 BS0415'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BS0415'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2285 ***********************************************************************
 BT2285  DESIGNATION -  6 NDS
 BT2285  PID         -  BT2285
 BT2285  STATE/COUNTY-  GA/DOUGHERTY
 BT2285  USGS QUAD   -  HOLT (1973)
 BT2285
 BT2285                         *CURRENT SURVEY CONTROL
 BT2285  ___________________________________________________________________
 BT2285* NAD 83(1994)-  31 34 33.38524(N)    084 25 42.26791(W)     ADJUSTED  
 BT2285* NAVD 88     -        72.4    (meters)     238.     (feet)  VERTCON   
 BT2285  ___________________________________________________________________
 BT2285  X           -     528,056.552 (meters)                     COMP
 BT2285  Y           -  -5,413,171.660 (meters)                     COMP
 BT2285  Z           -   3,320,487.400 (meters)                     COMP
 BT2285  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BT2285  ELLIP HEIGHT-          45.69  (meters)          (09/03/97) GPS OBS
 BT2285  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT2285
 BT2285  HORZ ORDER  -  FIRST
 BT2285  ELLP ORDER  -  FOURTH    CLASS II
 BT2285
 BT2285.The horizontal coordinates were established by GPS observations
 BT2285.and adjusted by the National Geodetic Survey in September 1997..
 BT2285
 BT2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2285
 BT2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2285
 BT2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2285
 BT2285.The ellipsoidal height was determined by GPS observations
 BT2285.and is referenced to NAD 83.
 BT2285
 BT2285.The geoid height was determined by GEOID03.
 BT2285
 BT2285;                    North         East     Units Scale Factor Converg.
 BT2285;SPC GA W     -   174,730.226   675,156.554   MT  0.99990761   -0 08 13.4
 BT2285;SPC GA W     -   573,260.75  2,215,076.13   sFT  0.99990761   -0 08 13.4
 BT2285;UTM  16      - 3,496,302.449   744,049.197   MT  1.00033466   +1 20 50.0
 BT2285
 BT2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2285!SPC GA W     -   0.99999283  x   0.99990761  =   0.99990044
 BT2285!UTM  16      -   0.99999283  x   1.00033466  =   1.00032748
 BT2285
 BT2285                          SUPERSEDED SURVEY CONTROL
 BT2285
 BT2285  NAD 83(1986)-  31 34 33.39176(N)    084 25 42.27256(W) AD(       ) 1
 BT2285  NGVD 29 (03/24/92)   72.5    (m)          238.     (f) GPS OBS        
 BT2285
 BT2285.Superseded values are not recommended for survey control.
 BT2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2285.See file dsdata.txt to determine how the superseded data were derived.
 BT2285
 BT2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4404996302(NAD 83)
 BT2285_MARKER: A = ALUMINUM MARKER
 BT2285_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2285_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2285_STAMPING: 6 NDS 1987
 BT2285_MARK LOGO: GA-095
 BT2285_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2285+STABILITY: POSITION/ELEVATION WELL
 BT2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2285+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1988
 BT2285
 BT2285  HISTORY     - Date     Condition        Report By
 BT2285  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2285  HISTORY     - 19881005 GOOD
 BT2285
 BT2285                          STATION DESCRIPTION
 BT2285
 BT2285'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2285'STATION LOCATED IN WESTERN DOUGHERTY COUNTY, GEORGIA.
 BT2285'TO REACH STATION FROM INTERSECTION OF GILLIONVILLE ROAD (STATE HIGHWAY
 BT2285'234) AND MUD CREEK ROAD, GO WEST ON GILLIONVILLE ROAD FOR 2.70 MI
 BT2285'(4.35 KM) TO NEW THOMPSON ROAD (DIRT). TURN LEFT AND GO SOUTHWEST ON
 BT2285'NEW THOMPSON FOR 0.95 MI (1.53 KM) AND STATION ON RIGHT.
 BT2285'STATION IS 15 FT (4.57 M) NORTH OF CENTERLINE OF NEW THOMPSON ROAD,
 BT2285'48.8 FT (14.87 M) SOUTHWEST OF NORTHWEST GATEPOST OF A GATE, 44.1 FT
 BT2285'(13.44 M) SOUTHWEST OF SOUTHEAST GATEPOST OF GATE, 96.4 FT (29.38 M)
 BT2285'WEST OF CORNER POST.
 BT2285'STATION IS AN ALUMINUM DISK SET ATOP AN ALUMINUM ALLOY ROD ENCASED IN
 BT2285'A ROUND WATER VALVE BOX COVERED WITH A CAST IRON LID, THE ACTUAL MARK
 BT2285'BEING ABOUT 1 FT (0.30 M) BELOW GROUND SURFACE.
 BT2285
 BT2285                          STATION RECOVERY (1988)
 BT2285
 BT2285'RECOVERED 1988
 BT2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0706 ***********************************************************************
 BR0706  DESIGNATION -  60
 BR0706  PID         -  BR0706
 BR0706  STATE/COUNTY-  GA/LIBERTY
 BR0706  USGS QUAD   -  HINESVILLE (1973)
 BR0706
 BR0706                         *CURRENT SURVEY CONTROL
 BR0706  ___________________________________________________________________
 BR0706* NAD 83(1986)-  31 47 01.     (N)    081 36 27.     (W)     SCALED    
 BR0706* NAVD 88     -        18.087  (meters)      59.34   (feet)  ADJUSTED  
 BR0706  ___________________________________________________________________
 BR0706  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 BR0706  DYNAMIC HT  -          18.065 (meters)      59.27  (feet)  COMP
 BR0706  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 BR0706
 BR0706  VERT ORDER  -  SECOND    CLASS 0
 BR0706
 BR0706.The horizontal coordinates were scaled from a topographic map and have
 BR0706.an estimated accuracy of +/- 6 seconds.
 BR0706
 BR0706.The orthometric height was determined by differential leveling
 BR0706.and adjusted by the National Geodetic Survey in June 1991..
 BR0706
 BR0706.The geoid height was determined by GEOID03.
 BR0706
 BR0706.The dynamic height is computed by dividing the NAVD 88
 BR0706.geopotential number by the normal gravity value computed on the
 BR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0706.degrees latitude (g = 980.6199 gals.).
 BR0706
 BR0706.The modeled gravity was interpolated from observed gravity values.
 BR0706
 BR0706;                    North         East    Units  Estimated Accuracy
 BR0706;SPC GA E     -   197,860.      252,960.      MT  (+/- 180 meters Scaled)
 BR0706
 BR0706                          SUPERSEDED SURVEY CONTROL
 BR0706
 BR0706  NGVD 29 (??/??/92)   18.383  (m)           60.31   (f) ADJ UNCH    2 0
 BR0706
 BR0706.Superseded values are not recommended for survey control.
 BR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0706.See file dsdata.txt to determine how the superseded data were derived.
 BR0706
 BR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR424166(NAD 83)
 BR0706_MARKER: P = PIPE CAP
 BR0706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0706_STAMPING: 60
 BR0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0706
 BR0706  HISTORY     - Date     Condition        Report By
 BR0706  HISTORY     - UNK      MONUMENTED       USGS
 BR0706  HISTORY     - 1956     GOOD             NGS
 BR0706  HISTORY     - 1975     GOOD             LOCSUR
 BR0706
 BR0706                          STATION DESCRIPTION
 BR0706
 BR0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0706'AT ALLENHURST.
 BR0706'AT ALLENHURST, ALONG THE ATLANTIC COAST LINE RAILROAD, AT THE
 BR0706'ROAD CROSSING AND STATION SIGN, 70 FEET SOUTHEAST OF SOUTHEAST
 BR0706'RAIL OF SOUTHEAST TRACK, 86 FEET SOUTH OF CENTER OF CROSSING OF
 BR0706'ROAD AND SOUTHEAST TRACK, 136 FEET SOUTH-SOUTHWEST AND ACROSS ROAD
 BR0706'FROM STATION SIGN POST, 66 FEET SOUTHWEST OF CENTER LINE OF ROAD
 BR0706'65 FEET EAST OF EAST CORNER OF A SECTION HOUSE, 10 FEET SOUTHEAST
 BR0706'OF CENTER  LINE OF A DRIVE TO HOUSE, 2 FEET NORTHWEST AND INSIDE
 BR0706'A FENCE CORNER, 1/2 FOOT SOUTHWEST OF A FENCE LINE, 4 1/2 FOOT
 BR0706'SOUTHWEST OF A FENCE LINE, 4 1/2 FEET WEST OF NORTH CORNER OF A
 BR0706'GARAGE, ABOUT LEVEL WITH TRACK AND IS A U.S.G.S. PIPE AND CAP
 BR0706
 BR0706                          STATION RECOVERY (1975)
 BR0706
 BR0706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 BR0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4251 ***********************************************************************
 AB4251  DESIGNATION -  60
 AB4251  PID         -  AB4251
 AB4251  STATE/COUNTY-  GA/DE KALB
 AB4251  USGS QUAD   -  CHAMBLEE (1993)
 AB4251
 AB4251                         *CURRENT SURVEY CONTROL
 AB4251  ___________________________________________________________________
 AB4251* NAD 83(1994)-  33 53 36.26603(N)    084 20 49.52403(W)     ADJUSTED  
 AB4251* NAVD 88     -       262.8    (meters)     862.     (feet)  GPS OBS   
 AB4251  ___________________________________________________________________
 AB4251  X           -     522,065.452 (meters)                     COMP
 AB4251  Y           -  -5,274,279.508 (meters)                     COMP
 AB4251  Z           -   3,536,768.430 (meters)                     COMP
 AB4251  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AB4251  ELLIP HEIGHT-         233.25  (meters)          (09/03/97) GPS OBS
 AB4251  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4251
 AB4251  HORZ ORDER  -  FIRST
 AB4251  ELLP ORDER  -  FOURTH    CLASS II
 AB4251
 AB4251.The horizontal coordinates were established by GPS observations
 AB4251.and adjusted by the National Geodetic Survey in September 1997..
 AB4251
 AB4251.The orthometric height was determined by GPS observations and a
 AB4251.high-resolution geoid model.
 AB4251
 AB4251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4251
 AB4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4251
 AB4251.The ellipsoidal height was determined by GPS observations
 AB4251.and is referenced to NAD 83.
 AB4251
 AB4251.The geoid height was determined by GEOID03.
 AB4251
 AB4251;                    North         East     Units Scale Factor Converg.
 AB4251;SPC GA W     -   431,696.102   683,312.496   MT  0.99990343   -0 06 02.2
 AB4251;SPC GA W     - 1,416,322.96  2,241,834.41   sFT  0.99990343   -0 06 02.2
 AB4251;UTM  16      - 3,753,505.884   745,329.474   MT  1.00034202   +1 28 48.5
 AB4251
 AB4251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4251!SPC GA W     -   0.99996338  x   0.99990343  =   0.99986682
 AB4251!UTM  16      -   0.99996338  x   1.00034202  =   1.00030539
 AB4251
 AB4251                          SUPERSEDED SURVEY CONTROL
 AB4251
 AB4251  NAD 83(1994)-  33 53 36.26567(N)    084 20 49.52361(W) AD(       ) 1
 AB4251  ELLIP H (06/18/96)  233.26   (m)                       GP(       ) 4 1
 AB4251
 AB4251.Superseded values are not recommended for survey control.
 AB4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4251.See file dsdata.txt to determine how the superseded data were derived.
 AB4251
 AB4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4532953506(NAD 83)
 AB4251_MARKER: DD = SURVEY DISK
 AB4251_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AB4251_SP_SET: CONCRETE BRIDGE
 AB4251_STAMPING: 60
 AB4251_MARK LOGO: GA-089
 AB4251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB4251+STABILITY: POSITION/ELEVATION WELL
 AB4251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4251+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4251
 AB4251  HISTORY     - Date     Condition        Report By
 AB4251  HISTORY     - UNK      MONUMENTED       GA-089
 AB4251  HISTORY     - 19950327 GOOD             MSI
 AB4251
 AB4251                          STATION DESCRIPTION
 AB4251
 AB4251'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4251'TO REACH THE STATION FROM THE INTERSECTION OF ASHFORD DUNWOODY ROAD
 AB4251'AND I-285 (EXIT-21), PROCEED SOUTH ON ASHFORD DUNWOODY ROAD FOR 1.8 MI
 AB4251'(2.9 KM) TO THE INTERSECTION WITH JOHNSON FERRY ROAD ON THE RIGHT.
 AB4251'TURN RIGHT AND PROCEED WEST ON JOHNSON FERRY ROAD FOR 1.0 MI (1.6 KM)
 AB4251'TO THE INTERSECTION WITH MILL CREEK ROAD ON THE LEFT. TURN LEFT AND
 AB4251'PROCEED SE ON MILL CREEK ROAD FOR 0.3 MI (0.5 KM) TO THE BRIDGE OVER
 AB4251'NANCY CREEK AND THE STATION IN THE NE CORNER OF THE BRIDGE. STATION IS
 AB4251'A SURVEY DISK SET IN BRIDGDE STAMPED 60 AND IS LOCATED 14.8 FT (4.5 M)
 AB4251'NW OF CENTERLINE OF BRIDGE, 3.9 FT (1.2 M) SOUTH OF SE CORNER OF WALL
 AB4251'ON NW ABUTMENT OF BRIDGE, AND 2.2 FT (0.7 M) SE OF NW EDGE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1037 ***********************************************************************
 BS1037  DESIGNATION -  60 JJS
 BS1037  PID         -  BS1037
 BS1037  STATE/COUNTY-  GA/DOUGHERTY
 BS1037  USGS QUAD   -  BRIDGEBORO (1988)
 BS1037
 BS1037                         *CURRENT SURVEY CONTROL
 BS1037  ___________________________________________________________________
 BS1037* NAD 83(1986)-  31 27 41.     (N)    083 59 52.     (W)     SCALED    
 BS1037* NAVD 88     -        76.113  (meters)     249.71   (feet)  ADJUSTED  
 BS1037  ___________________________________________________________________
 BS1037  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BS1037  DYNAMIC HT  -          76.020 (meters)     249.41  (feet)  COMP
 BS1037  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 BS1037
 BS1037  VERT ORDER  -  FIRST     CLASS I
 BS1037
 BS1037.The horizontal coordinates were scaled from a topographic map and have
 BS1037.an estimated accuracy of +/- 6 seconds.
 BS1037
 BS1037.The orthometric height was determined by differential leveling
 BS1037.and adjusted by the National Geodetic Survey in June 1991..
 BS1037
 BS1037.The geoid height was determined by GEOID03.
 BS1037
 BS1037.The dynamic height is computed by dividing the NAVD 88
 BS1037.geopotential number by the normal gravity value computed on the
 BS1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1037.degrees latitude (g = 980.6199 gals.).
 BS1037
 BS1037.The modeled gravity was interpolated from observed gravity values.
 BS1037
 BS1037;                    North         East    Units  Estimated Accuracy
 BS1037;SPC GA W     -   162,010.      716,050.      MT  (+/- 180 meters Scaled)
 BS1037
 BS1037                          SUPERSEDED SURVEY CONTROL
 BS1037
 BS1037  NGVD 29 (??/??/92)   76.272  (m)          250.24   (f) ADJ UNCH    1 1
 BS1037
 BS1037.Superseded values are not recommended for survey control.
 BS1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1037.See file dsdata.txt to determine how the superseded data were derived.
 BS1037
 BS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ151846(NAD 83)
 BS1037_MARKER: DD = SURVEY DISK
 BS1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1037_STAMPING: 250 60 JJS 1955
 BS1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1037+STABILITY: SURFACE MOTION
 BS1037
 BS1037  HISTORY     - Date     Condition        Report By
 BS1037  HISTORY     - 1955     MONUMENTED       USGS
 BS1037  HISTORY     - 1957     GOOD             NGS
 BS1037  HISTORY     - 1975     GOOD             NGS
 BS1037
 BS1037                          STATION DESCRIPTION
 BS1037
 BS1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BS1037'5.7 MI SE FROM PECAN CITY.
 BS1037'ABOUT 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE CROSSING
 BS1037'OF THE GEOGIA NORTHERN RAILWAY AT PECAN CITY, AT THE
 BS1037'DOUGHERTY-WORTH COUNTY LINE, 8 FEET NORTH OF BENCH MARK V 171, 54
 BS1037'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 BS1037'WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 3.7 FEET NORTHEAST
 BS1037'OF THE FIRST POWER POLE NORTHEAST OF THE HIGHWAY, 20 FEET NORTHWEST
 BS1037'OF A FENCE CORNER, 2 FEET NORTHEAST OF A FENCE LINE, 1 FOOT
 BS1037'SOUTHEAST OF THE LINE OF POWER POLES, 6.7 FEET NORTH OF A CONCRETE
 BS1037'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BS1037'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BS1037
 BS1037                          STATION RECOVERY (1975)
 BS1037
 BS1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS1037'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE CROSSING OF THE
 BS1037'SOUTHERN RAILROAD AT PECAN CITY, AT THE DOUGHERTY-WORTH COUNTY LINE,
 BS1037'54 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 53 FEET WEST OF CENTER
 BS1037'LINE OF COUNTY LINE ROAD, 20 FEET NORTHWEST OF A FENCE CORNER, 8 FEET
 BS1037'NORTH OF BENCH MARK V 171, 2 FEET NORTHEAST OF A FENCE LINE, 1 FOOT
 BS1037'SOUTHEAST OF THE LINE OF POWER POLES, 6.7 FEET NORTH OF CONCRETE
 BS1037'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF HIGHWAY AND SET IN TOP
 BS1037'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2286 ***********************************************************************
 BT2286  DESIGNATION -  60 NDS
 BT2286  PID         -  BT2286
 BT2286  STATE/COUNTY-  GA/DOUGHERTY
 BT2286  USGS QUAD   -  ALBANY EAST (1988)
 BT2286
 BT2286                         *CURRENT SURVEY CONTROL
 BT2286  ___________________________________________________________________
 BT2286* NAD 83(1994)-  31 32 37.33755(N)    084 04 22.87361(W)     ADJUSTED  
 BT2286* NAVD 88     -        64.235  (meters)     210.74   (feet)  ADJUSTED  
 BT2286  ___________________________________________________________________
 BT2286  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BT2286  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT2286  DYNAMIC HT  -          64.157 (meters)     210.49  (feet)  COMP
 BT2286  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 BT2286
 BT2286  HORZ ORDER  -  SECOND
 BT2286  VERT ORDER  -  SECOND    CLASS II
 BT2286
 BT2286.The horizontal coordinates were established by classical geodetic methods
 BT2286.and adjusted by the National Geodetic Survey in September 1997..
 BT2286.No horizontal observational check was made to the station.
 BT2286
 BT2286.The orthometric height was determined by differential leveling
 BT2286.and adjusted by the National Geodetic Survey in November 1996..
 BT2286
 BT2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2286
 BT2286.The geoid height was determined by GEOID03.
 BT2286
 BT2286.The dynamic height is computed by dividing the NAVD 88
 BT2286.geopotential number by the normal gravity value computed on the
 BT2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2286.degrees latitude (g = 980.6199 gals.).
 BT2286
 BT2286.The modeled gravity was interpolated from observed gravity values.
 BT2286
 BT2286;                    North         East     Units Scale Factor Converg.
 BT2286;SPC GA W     -   171,130.430   708,891.580   MT  0.99990097   +0 02 56.4
 BT2286;SPC GA W     -   561,450.42  2,325,755.13   sFT  0.99990097   +0 02 56.4
 BT2286;UTM  16      - 3,493,575.909   777,884.361   MT  1.00055252   +1 31 56.0
 BT2286;UTM  17      - 3,493,956.212   208,244.753   MT  1.00065001   -1 36 31.6
 BT2286
 BT2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2286!SPC GA W     -   0.99999417  x   0.99990097  =   0.99989514
 BT2286!UTM  16      -   0.99999417  x   1.00055252  =   1.00054668
 BT2286!UTM  17      -   0.99999417  x   1.00065001  =   1.00064417
 BT2286
 BT2286                          SUPERSEDED SURVEY CONTROL
 BT2286
 BT2286  NAD 83(1986)-  31 32 37.34376(N)    084 04 22.87969(W) AD(       ) 2
 BT2286
 BT2286.Superseded values are not recommended for survey control.
 BT2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2286.See file dsdata.txt to determine how the superseded data were derived.
 BT2286
 BT2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7788493576(NAD 83)
 BT2286_MARKER: A = ALUMINUM MARKER
 BT2286_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2286_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2286_STAMPING: 60 NDS 1987
 BT2286_MARK LOGO: ALBDOU
 BT2286_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2286+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2286
 BT2286  HISTORY     - Date     Condition        Report By
 BT2286  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2286  HISTORY     - 19900301 GOOD             HOBBS
 BT2286
 BT2286                          STATION DESCRIPTION
 BT2286
 BT2286'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2286'MARK LOCATED IN DOUGHERTY COUNTY, GEORGIA JUST SOUTH OF USMC LOGISTICS
 BT2286'BASE ON FLEMING ROAD. MARK IS AZIMUTH MARK FOR GPS STATION---G 59 NDS
 BT2286'1987.
 BT2286'MARK IS 1.15 MI (1.85 KM) WEST ON FLEMING ROAD FROM ITS JUNCTION WITH
 BT2286'GAISSERT ROAD, ON RIGHT AT HEAVY TRUCK ENTRANCE TO USMC LOGISTICS
 BT2286'BASE, 61.3 FT (18.68 M) SOUTH OF CORNER CHAIN LINK FENCE, 14.5 FT
 BT2286'(4.42 M) NORTH OF CENTERLINE FLEMING ROAD, 2.7 FT (0.82 M) NORTH OF
 BT2286'EDGE PAVEMENT, 223.6 FT (68.15 M) WEST OF C/L HEAVY TRUCK ENTRANCE
 BT2286'ROAD, USMCLB.
 BT2286'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL DEPTH AND
 BT2286'ENCASED IN A ROUND CAST CASING WITH LID, ACTUAL MARK ABOUT 0.6 FT
 BT2286'(0.18 M) BELOW GROUND. LID FLUSH WITH GROUND .
 BT2286
 BT2286                          STATION RECOVERY (1990)
 BT2286
 BT2286'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2286'MARK IS ABOUT 5 MILES (8.0 KM) SE OF DOWNTOWN ALBANY, AZIMUTH MARK FOR
 BT2286'G 59 NDS 1987, 1.15 MI (1.85 KM) WEST ALONG FLEMING ROAD FROM GAISSERT
 BT2286'ROAD, 1.2 MILES (1.9 KM) EAST OF MOCK RD, AT HEAVY TRUCK ENTRANCE TO
 BT2286'USMC LOGISTICS BASE, 61.3 FT (18.7 M) SOUTH OF CORNER CHAIN LINK
 BT2286'FENCE, 14.5 FT (4.4 M) NORTH OF FLEMING ROAD CENTERLINE, 2.7 FT (0.8
 BT2286'M) NORTH OF EDGE PAVEMENT, 223.6 FT (68.2 M) WEST OF C/L USMCLB
 BT2286'ENTRANCE ROAD, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO REFUSAL INSIDE A
 BT2286'ROUND CASING WITH LID, 0.6 FT (18.3 CM) BELOW GROUND, LID FLUSH WITH
 BT2286'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1255 ***********************************************************************
 BS1255  DESIGNATION -  60 WLC USGS
 BS1255  PID         -  BS1255
 BS1255  STATE/COUNTY-  GA/BROOKS
 BS1255  USGS QUAD   -  BERLIN EAST (1988)
 BS1255
 BS1255                         *CURRENT SURVEY CONTROL
 BS1255  ___________________________________________________________________
 BS1255* NAD 83(1986)-  31 01 16.     (N)    083 30 19.     (W)     SCALED    
 BS1255* NAVD 88     -        61.209  (meters)     200.82   (feet)  ADJUSTED  
 BS1255  ___________________________________________________________________
 BS1255  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BS1255  DYNAMIC HT  -          61.132 (meters)     200.56  (feet)  COMP
 BS1255  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 BS1255
 BS1255  VERT ORDER  -  SECOND    CLASS 0
 BS1255
 BS1255.The horizontal coordinates were scaled from a topographic map and have
 BS1255.an estimated accuracy of +/- 6 seconds.
 BS1255
 BS1255.The orthometric height was determined by differential leveling
 BS1255.and adjusted by the National Geodetic Survey in June 1991..
 BS1255
 BS1255.The geoid height was determined by GEOID03.
 BS1255
 BS1255.The dynamic height is computed by dividing the NAVD 88
 BS1255.geopotential number by the normal gravity value computed on the
 BS1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1255.degrees latitude (g = 980.6199 gals.).
 BS1255
 BS1255.The modeled gravity was interpolated from observed gravity values.
 BS1255
 BS1255;                    North         East    Units  Estimated Accuracy
 BS1255;SPC GA W     -   113,380.      763,150.      MT  (+/- 180 meters Scaled)
 BS1255
 BS1255                          SUPERSEDED SURVEY CONTROL
 BS1255
 BS1255  NGVD 29 (??/??/92)   61.40   (m)          201.4    (f) COMPUTED    2 0
 BS1255
 BS1255.Superseded values are not recommended for survey control.
 BS1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1255.See file dsdata.txt to determine how the superseded data were derived.
 BS1255
 BS1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ608346(NAD 83)
 BS1255_MARKER: DD = SURVEY DISK
 BS1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1255_STAMPING: 60 WLC 1972
 BS1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1255+STABILITY: SURFACE MOTION
 BS1255
 BS1255  HISTORY     - Date     Condition        Report By
 BS1255  HISTORY     - 1972     MONUMENTED       USGS
 BS1255  HISTORY     - 1973     GOOD             NGS
 BS1255
 BS1255                          STATION DESCRIPTION
 BS1255
 BS1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1255'1.0 MI N FROM BARNEY.
 BS1255'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 76 FROM THE INTERSECTION OF
 BS1255'STATE HIGHWAYS 76 AND 122 AT BARNEY, 0.6 MILE SOUTHWEST OF AN
 BS1255'INTERSECTION OF STATE HIGHWAY 76 AND COUNTY ROAD 169, 56 1/2 FEET
 BS1255'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF THE
 BS1255'CENTER OF AN INTERSECTION OF THE HIGHWAY AND A WOODS ROAD LEADING
 BS1255'NORTHWEST, 93 1/2 FEET NORTH OF THE NORTHWEST END OF A 42-INCH
 BS1255'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 31 1/2 FEET WEST OF THE
 BS1255'SOUTHWEST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE WOODS ROAD,
 BS1255'18 1/2 FEET EAST OF A 15-INCH OAK TREE, 45 FEET NORTHEAST OF THE EAST
 BS1255'EDGE OF A NORTH-SOUTH DRAINAGE DITCH, ABOUT 2 1/2 FEET BELOW THE LEVEL
 BS1255'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 BS1255'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0682 ***********************************************************************
 DF0682  DESIGNATION -  604
 DF0682  PID         -  DF0682
 DF0682  STATE/COUNTY-  GA/PUTNAM
 DF0682  USGS QUAD   -  SMITHBORO (1981)
 DF0682
 DF0682                         *CURRENT SURVEY CONTROL
 DF0682  ___________________________________________________________________
 DF0682* NAD 83(1986)-  33 21 56.     (N)    083 31 48.     (W)     SCALED    
 DF0682* NAVD 88     -       184.022  (meters)     603.75   (feet)  ADJUSTED  
 DF0682  ___________________________________________________________________
 DF0682  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF0682  DYNAMIC HT  -         183.826 (meters)     603.10  (feet)  COMP
 DF0682  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DF0682
 DF0682  VERT ORDER  -  FIRST     CLASS II
 DF0682
 DF0682.The horizontal coordinates were scaled from a topographic map and have
 DF0682.an estimated accuracy of +/- 6 seconds.
 DF0682
 DF0682.The orthometric height was determined by differential leveling
 DF0682.and adjusted by the National Geodetic Survey in June 1991..
 DF0682
 DF0682.The geoid height was determined by GEOID03.
 DF0682
 DF0682.The dynamic height is computed by dividing the NAVD 88
 DF0682.geopotential number by the normal gravity value computed on the
 DF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0682.degrees latitude (g = 980.6199 gals.).
 DF0682
 DF0682.The modeled gravity was interpolated from observed gravity values.
 DF0682
 DF0682;                    North         East    Units  Estimated Accuracy
 DF0682;SPC GA W     -   373,320.      759,250.      MT  (+/- 180 meters Scaled)
 DF0682
 DF0682                          SUPERSEDED SURVEY CONTROL
 DF0682
 DF0682  NGVD 29 (??/??/92)  184.122  (m)          604.07   (f) ADJ UNCH    1 2
 DF0682
 DF0682.Superseded values are not recommended for survey control.
 DF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0682.See file dsdata.txt to determine how the superseded data were derived.
 DF0682
 DF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS646946(NAD 83)
 DF0682_MARKER: P = PIPE CAP
 DF0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0682_STAMPING: 604 604.074
 DF0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0682
 DF0682  HISTORY     - Date     Condition        Report By
 DF0682  HISTORY     - UNK      MONUMENTED       USGS
 DF0682  HISTORY     - 1958     GOOD             NGS
 DF0682
 DF0682                          STATION DESCRIPTION
 DF0682
 DF0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0682'5 MI SE FROM MACHEN.
 DF0682'ABOUT 0.15 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0682'FROM THE STATION AT MACHEN, THENCE ABOUT 4.8 MILES SOUTHEAST ALONG
 DF0682'THE C. OF G. RY, 0.35 MILE SOUTHEAST OF MILEPOST S 222, 19 FEET
 DF0682'NORTHEAST OF THE NORTHEAST RAIL, 65 FEET NORTH OF AND ACROSS THE
 DF0682'TRACK FROM TELEPHONE POLE 150, 117 1/2 FEET EAST OF AND ACROSS THE
 DF0682'TRACK FROM TELEPHONE POLE 149, ABOUT 60 FEET SOUTHWEST OF THE
 DF0682'SOUTH CORNER OF THE REMAINS OF A FORMER BRICK WAREHOUSE (THE
 DF0682'FOUNDATION REMAINS) AT APOLLO, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 DF0682'POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF AN IRON
 DF0682'PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0536 ***********************************************************************
 EE0536  DESIGNATION -  605
 EE0536  PID         -  EE0536
 EE0536  STATE/COUNTY-  GA/FLOYD
 EE0536  USGS QUAD   -  ROME SOUTH (1985)
 EE0536
 EE0536                         *CURRENT SURVEY CONTROL
 EE0536  ___________________________________________________________________
 EE0536* NAD 83(1986)-  34 14 43.     (N)    085 10 02.     (W)     SCALED    
 EE0536* NAVD 88     -       184.451  (meters)     605.15   (feet)  ADJUSTED  
 EE0536  ___________________________________________________________________
 EE0536  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EE0536  DYNAMIC HT  -         184.262 (meters)     604.53  (feet)  COMP
 EE0536  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 EE0536
 EE0536  VERT ORDER  -  FIRST     CLASS I
 EE0536
 EE0536.The horizontal coordinates were scaled from a topographic map and have
 EE0536.an estimated accuracy of +/- 6 seconds.
 EE0536
 EE0536.The orthometric height was determined by differential leveling
 EE0536.and adjusted by the National Geodetic Survey in June 1991..
 EE0536
 EE0536.The geoid height was determined by GEOID03.
 EE0536
 EE0536.The dynamic height is computed by dividing the NAVD 88
 EE0536.geopotential number by the normal gravity value computed on the
 EE0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0536.degrees latitude (g = 980.6199 gals.).
 EE0536
 EE0536.The modeled gravity was interpolated from observed gravity values.
 EE0536
 EE0536;                    North         East    Units  Estimated Accuracy
 EE0536;SPC GA W     -   471,160.      607,840.      MT  (+/- 180 meters Scaled)
 EE0536
 EE0536                          SUPERSEDED SURVEY CONTROL
 EE0536
 EE0536  NGVD 29 (??/??/92)  184.408  (m)          605.01   (f) ADJ UNCH    1 1
 EE0536
 EE0536.Superseded values are not recommended for survey control.
 EE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0536.See file dsdata.txt to determine how the superseded data were derived.
 EE0536
 EE0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC687908(NAD 83)
 EE0536_MARKER: DD = SURVEY DISK
 EE0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0536_SP_SET: CONCRETE RAIL
 EE0536_STAMPING: ELEV 605 1964
 EE0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0536
 EE0536  HISTORY     - Date     Condition        Report By
 EE0536  HISTORY     - 1964     MONUMENTED       USGS
 EE0536  HISTORY     - 1968     GOOD             NGS
 EE0536  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EE0536
 EE0536                          STATION DESCRIPTION
 EE0536
 EE0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0536'AT ROME.
 EE0536'AT ROME, NEAR THE JUNCTION OF EAST 6TH STREET AND 2ND AVENUE, SET
 EE0536'IN THE TOP OF THE SIDEWALK AT THE SOUTHEAST END OF THE SOUTHWEST
 EE0536'CONCRETE GUARD RAIL TO THE 2ND AVENUE BRIDGE OVER THE ETOWAH
 EE0536'RIVER, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE AVENUE,
 EE0536'0.4 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE GUARD RAIL AND
 EE0536'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.
 EE0536
 EE0536                          STATION RECOVERY (1989)
 EE0536
 EE0536'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRN)
 EE0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0444 ***********************************************************************
 DF0444  DESIGNATION -  607 USGS RESET
 DF0444  PID         -  DF0444
 DF0444  STATE/COUNTY-  GA/TALIAFERRO
 DF0444  USGS QUAD   -  SHARON (1981)
 DF0444
 DF0444                         *CURRENT SURVEY CONTROL
 DF0444  ___________________________________________________________________
 DF0444* NAD 83(1986)-  33 33 36.     (N)    082 47 43.     (W)     SCALED    
 DF0444* NAVD 88     -       185.050  (meters)     607.12   (feet)  ADJUSTED  
 DF0444  ___________________________________________________________________
 DF0444  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF0444  DYNAMIC HT  -         184.857 (meters)     606.49  (feet)  COMP
 DF0444  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 DF0444
 DF0444  VERT ORDER  -  SECOND    CLASS 0
 DF0444
 DF0444.The horizontal coordinates were scaled from a topographic map and have
 DF0444.an estimated accuracy of +/- 6 seconds.
 DF0444
 DF0444.The orthometric height was determined by differential leveling
 DF0444.and adjusted by the National Geodetic Survey in June 1991..
 DF0444
 DF0444.The geoid height was determined by GEOID03.
 DF0444
 DF0444.The dynamic height is computed by dividing the NAVD 88
 DF0444.geopotential number by the normal gravity value computed on the
 DF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0444.degrees latitude (g = 980.6199 gals.).
 DF0444
 DF0444.The modeled gravity was interpolated from observed gravity values.
 DF0444
 DF0444;                    North         East    Units  Estimated Accuracy
 DF0444;SPC GA E     -   394,880.      141,630.      MT  (+/- 180 meters Scaled)
 DF0444
 DF0444                          SUPERSEDED SURVEY CONTROL
 DF0444
 DF0444  NGVD 29 (??/??/92)  185.190  (m)          607.58   (f) ADJ UNCH    2 0
 DF0444
 DF0444.Superseded values are not recommended for survey control.
 DF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0444.See file dsdata.txt to determine how the superseded data were derived.
 DF0444
 DF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT333148(NAD 83)
 DF0444_MARKER: DD = SURVEY DISK
 DF0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0444_SP_SET: BUILDING
 DF0444_STAMPING: 607.578 607 ATLANTA 1903
 DF0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0444
 DF0444  HISTORY     - Date     Condition        Report By
 DF0444  HISTORY     - 1903     MONUMENTED
 DF0444  HISTORY     - 1955     GOOD             NGS
 DF0444  HISTORY     - 1976     GOOD             NGS
 DF0444
 DF0444                          STATION DESCRIPTION
 DF0444
 DF0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0444'AT SHARON.
 DF0444'AT SHARON, TALIAFERRO COUNTY, IN THE NW ANGLE OF THE CROSSROADS,
 DF0444'ONE FOOT SW OF THE SE CORNER OF THE CORNER BRICK BUILDING, AND
 DF0444'5.2 FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD U.S. GEOLOGICAL
 DF0444'SURVEY DISK IS STAMPED 607.578 607 ATLANTA 1903 AND SET
 DF0444'FACE-VERTICAL IN A DRILL HOLE IN THE BRICK WALL.
 DF0444
 DF0444                          STATION RECOVERY (1976)
 DF0444
 DF0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4325 ***********************************************************************
 AB4325  DESIGNATION -  609
 AB4325  PID         -  AB4325
 AB4325  STATE/COUNTY-  GA/DE KALB
 AB4325  USGS QUAD   -  CHAMBLEE (1993)
 AB4325
 AB4325                         *CURRENT SURVEY CONTROL
 AB4325  ___________________________________________________________________
 AB4325* NAD 83(1994)-  33 55 53.55968(N)    084 20 15.80367(W)     ADJUSTED  
 AB4325* NAVD 88     -       310.9    (meters)    1020.     (feet)  GPS OBS   
 AB4325  ___________________________________________________________________
 AB4325  X           -     522,698.758 (meters)                     COMP
 AB4325  Y           -  -5,271,885.120 (meters)                     COMP
 AB4325  Z           -   3,540,306.030 (meters)                     COMP
 AB4325  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AB4325  ELLIP HEIGHT-         281.38  (meters)          (09/03/97) GPS OBS
 AB4325  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4325
 AB4325  HORZ ORDER  -  FIRST
 AB4325  ELLP ORDER  -  FOURTH    CLASS II
 AB4325
 AB4325.The horizontal coordinates were established by GPS observations
 AB4325.and adjusted by the National Geodetic Survey in September 1997..
 AB4325
 AB4325.The orthometric height was determined by GPS observations and a
 AB4325.high-resolution geoid model.
 AB4325
 AB4325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4325
 AB4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4325
 AB4325.The ellipsoidal height was determined by GPS observations
 AB4325.and is referenced to NAD 83.
 AB4325
 AB4325.The geoid height was determined by GEOID03.
 AB4325
 AB4325;                    North         East     Units Scale Factor Converg.
 AB4325;SPC GA W     -   435,924.405   684,185.882   MT  0.99990308   -0 05 43.7
 AB4325;SPC GA W     - 1,430,195.32  2,244,699.85   sFT  0.99990308   -0 05 43.7
 AB4325;UTM  16      - 3,757,758.557   746,086.162   MT  1.00034660   +1 29 12.6
 AB4325
 AB4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4325!SPC GA W     -   0.99995583  x   0.99990308  =   0.99985891
 AB4325!UTM  16      -   0.99995583  x   1.00034660  =   1.00030241
 AB4325
 AB4325|---------------------------------------------------------------------|
 AB4325| PID    Reference Object                     Distance      Geod. Az  |
 AB4325|                                                           dddmmss.s |
 AB4325| AB4247 5015                                368.851 METERS 27344     |
 AB4325|---------------------------------------------------------------------|
 AB4325
 AB4325                          SUPERSEDED SURVEY CONTROL
 AB4325
 AB4325  NAD 83(1994)-  33 55 53.55921(N)    084 20 15.80346(W) AD(       ) 1
 AB4325  ELLIP H (06/18/96)  281.37   (m)                       GP(       ) 4 1
 AB4325
 AB4325.Superseded values are not recommended for survey control.
 AB4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4325.See file dsdata.txt to determine how the superseded data were derived.
 AB4325
 AB4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4608657759(NAD 83)
 AB4325_MARKER: DB = BENCH MARK DISK
 AB4325_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4325_STAMPING: 609
 AB4325_MARK LOGO: GA-089
 AB4325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4325+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4325
 AB4325  HISTORY     - Date     Condition        Report By
 AB4325  HISTORY     - UNK      MONUMENTED       GA-089
 AB4325  HISTORY     - 19950327 GOOD             MSI
 AB4325  HISTORY     - 20050812 MARK NOT FOUND   INDIV
 AB4325
 AB4325                          STATION DESCRIPTION
 AB4325
 AB4325'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4325'TO REACH THE STATION FROM THE INTERSECTION OF ASHFORD DUNWOODY RD. AND
 AB4325'MEADOW LANE RD., PROCEED WEST ON MEADOW LANE RD. FOR APPROXIMATRELY 50
 AB4325'FT (15.2 M) TO STATION IN CONCRETE MEDIAN. STATION IS A BRASS DISK SET
 AB4325'IN A CONCRETE MEDIAN STAMPED 609 AND IS LOCATED 31.2 FT (9.5 M)
 AB4325'SOUTHEAST OF A CATCH BASIN, 32.8 FT (10.0 M) WEST OF EAST EDGE OF
 AB4325'MEDIAN, 2.8 FT (0.9 M) SOUTH OF NORTH EDGE OF MEDIAN.
 AB4325
 AB4325                          STATION RECOVERY (2005)
 AB4325
 AB4325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AB4325'MARK NOT FOUND,DUE TO ROAD CONSTRUCTION MEDIAN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1254 ***********************************************************************
 BS1254  DESIGNATION -  61 WLC USGS
 BS1254  PID         -  BS1254
 BS1254  STATE/COUNTY-  GA/BROOKS
 BS1254  USGS QUAD   -  CECIL (1973)
 BS1254
 BS1254                         *CURRENT SURVEY CONTROL
 BS1254  ___________________________________________________________________
 BS1254* NAD 83(1986)-  31 02 16.     (N)    083 29 37.     (W)     SCALED    
 BS1254* NAVD 88     -        51.623  (meters)     169.37   (feet)  ADJUSTED  
 BS1254  ___________________________________________________________________
 BS1254  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BS1254  DYNAMIC HT  -          51.559 (meters)     169.16  (feet)  COMP
 BS1254  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 BS1254
 BS1254  VERT ORDER  -  SECOND    CLASS 0
 BS1254
 BS1254.The horizontal coordinates were scaled from a topographic map and have
 BS1254.an estimated accuracy of +/- 6 seconds.
 BS1254
 BS1254.The orthometric height was determined by differential leveling
 BS1254.and adjusted by the National Geodetic Survey in June 1991..
 BS1254
 BS1254.The geoid height was determined by GEOID03.
 BS1254
 BS1254.The dynamic height is computed by dividing the NAVD 88
 BS1254.geopotential number by the normal gravity value computed on the
 BS1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1254.degrees latitude (g = 980.6199 gals.).
 BS1254
 BS1254.The modeled gravity was interpolated from observed gravity values.
 BS1254
 BS1254;                    North         East    Units  Estimated Accuracy
 BS1254;SPC GA W     -   115,230.      764,250.      MT  (+/- 180 meters Scaled)
 BS1254
 BS1254                          SUPERSEDED SURVEY CONTROL
 BS1254
 BS1254  NGVD 29 (??/??/92)   51.82   (m)          170.0    (f) COMPUTED    2 0
 BS1254
 BS1254.Superseded values are not recommended for survey control.
 BS1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1254.See file dsdata.txt to determine how the superseded data were derived.
 BS1254
 BS1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ620364(NAD 83)
 BS1254_MARKER: DD = SURVEY DISK
 BS1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1254_SP_SET: BRIDGE
 BS1254_STAMPING: 61 WLC 1972
 BS1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1254
 BS1254  HISTORY     - Date     Condition        Report By
 BS1254  HISTORY     - 1972     MONUMENTED       USGS
 BS1254  HISTORY     - 1973     GOOD             NGS
 BS1254
 BS1254                          STATION DESCRIPTION
 BS1254
 BS1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1254'2.3 MI N FROM BARNEY.
 BS1254'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 76 FROM THE INTERSECTION OF
 BS1254'STATE HIGHWAYS 76 AND 122 AT BARNEY, 0.7 MILE NORTHEAST OF AN
 BS1254'INTERSECTION OF STATE HIGHWAY 76 AND COUNTY ROAD 169, 18 1/2 FEET EAST
 BS1254'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 0.8 FOOT
 BS1254'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WINGWALL FOR
 BS1254'THE CONCRETE HIGHWAY BRIDGE OVER LITTLE RIVER, 13 1/2 FEET NORTH OF A
 BS1254'9-INCH DRAINAGE PIPE, 3.3 FEET SOUTHEAST OF THE SOUTH END OF THE EAST
 BS1254'CONCRETE GUARD RAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0540 ***********************************************************************
 EE0540  DESIGNATION -  613
 EE0540  PID         -  EE0540
 EE0540  STATE/COUNTY-  GA/FLOYD
 EE0540  USGS QUAD   -  ROME NORTH (1985)
 EE0540
 EE0540                         *CURRENT SURVEY CONTROL
 EE0540  ___________________________________________________________________
 EE0540* NAD 83(1986)-  34 15 15.     (N)    085 10 19.     (W)     SCALED    
 EE0540* NAVD 88     -       186.815  (meters)     612.91   (feet)  ADJUSTED  
 EE0540  ___________________________________________________________________
 EE0540  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EE0540  DYNAMIC HT  -         186.624 (meters)     612.28  (feet)  COMP
 EE0540  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 EE0540
 EE0540  VERT ORDER  -  FIRST     CLASS II
 EE0540
 EE0540.The horizontal coordinates were scaled from a topographic map and have
 EE0540.an estimated accuracy of +/- 6 seconds.
 EE0540
 EE0540.The orthometric height was determined by differential leveling
 EE0540.and adjusted by the National Geodetic Survey in June 1991..
 EE0540.WARNING-Repeat measurements at this control monument indicate possible
 EE0540.vertical movement.
 EE0540
 EE0540.The geoid height was determined by GEOID03.
 EE0540
 EE0540.The dynamic height is computed by dividing the NAVD 88
 EE0540.geopotential number by the normal gravity value computed on the
 EE0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0540.degrees latitude (g = 980.6199 gals.).
 EE0540
 EE0540.The modeled gravity was interpolated from observed gravity values.
 EE0540
 EE0540;                    North         East    Units  Estimated Accuracy
 EE0540;SPC GA W     -   472,150.      607,410.      MT  (+/- 180 meters Scaled)
 EE0540
 EE0540                          SUPERSEDED SURVEY CONTROL
 EE0540
 EE0540  NGVD 29 (??/??/92)  186.775  (m)          612.78   (f) ADJ UNCH    1 2
 EE0540
 EE0540.Superseded values are not recommended for survey control.
 EE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0540.See file dsdata.txt to determine how the superseded data were derived.
 EE0540
 EE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC683918(NAD 83)
 EE0540_MARKER: DD = SURVEY DISK
 EE0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0540_SP_SET: BRICK WALL
 EE0540_STAMPING: 613
 EE0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0540
 EE0540  HISTORY     - Date     Condition        Report By
 EE0540  HISTORY     - UNK      MONUMENTED       USGS
 EE0540  HISTORY     - 1968     GOOD             NGS
 EE0540
 EE0540                          STATION DESCRIPTION
 EE0540
 EE0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0540'AT ROME.
 EE0540'AT ROME, NEAR THE WEST CORNER OF THE INTERSECTION OF EAST FIRST
 EE0540'STREET AND EAST FOURTH AVENUE, AT THE FOURTH AVENUE ENTRANCE
 EE0540'TO THE POST OFFICE, SET VERTICALLY IN THE GRANITE CAP ON TOP OF THE
 EE0540'BRICK WALL ALONG THE NORTHEAST SIDE OF THE STEPS LEADING TO THE
 EE0540'ENTRANCE OF THE POST OFFICE, 53 FEET NORTHWEST OF THE NORTHWEST
 EE0540'CURB OF THE STREET, 16 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 EE0540'THE AVENUE, 4.3 FEET ABOVE THE SIDEWALK AND ABOUT 4 FEET ABOVE THE
 EE0540'LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0393 ***********************************************************************
 DF0393  DESIGNATION -  617
 DF0393  PID         -  DF0393
 DF0393  STATE/COUNTY-  GA/TALIAFERRO
 DF0393  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF0393
 DF0393                         *CURRENT SURVEY CONTROL
 DF0393  ___________________________________________________________________
 DF0393* NAD 83(1986)-  33 33 17.     (N)    082 53 49.     (W)     SCALED    
 DF0393* NAVD 88     -       188.103  (meters)     617.13   (feet)  ADJUSTED  
 DF0393  ___________________________________________________________________
 DF0393  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF0393  DYNAMIC HT  -         187.905 (meters)     616.49  (feet)  COMP
 DF0393  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 DF0393
 DF0393  VERT ORDER  -  SECOND    CLASS 0
 DF0393
 DF0393.The horizontal coordinates were scaled from a topographic map and have
 DF0393.an estimated accuracy of +/- 6 seconds.
 DF0393
 DF0393.The orthometric height was determined by differential leveling
 DF0393.and adjusted by the National Geodetic Survey in June 1991..
 DF0393
 DF0393.The geoid height was determined by GEOID03.
 DF0393
 DF0393.The dynamic height is computed by dividing the NAVD 88
 DF0393.geopotential number by the normal gravity value computed on the
 DF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0393.degrees latitude (g = 980.6199 gals.).
 DF0393
 DF0393.The modeled gravity was interpolated from observed gravity values.
 DF0393
 DF0393;                    North         East    Units  Estimated Accuracy
 DF0393;SPC GA E     -   394,360.      132,190.      MT  (+/- 180 meters Scaled)
 DF0393
 DF0393                          SUPERSEDED SURVEY CONTROL
 DF0393
 DF0393  NGVD 29 (??/??/92)  188.224  (m)          617.53   (f) ADJ UNCH    2 0
 DF0393
 DF0393.Superseded values are not recommended for survey control.
 DF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0393.See file dsdata.txt to determine how the superseded data were derived.
 DF0393
 DF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT239143(NAD 83)
 DF0393_MARKER: DD = SURVEY DISK
 DF0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0393_SP_SET: PILLAR
 DF0393_STAMPING: PRIM TRAV STA NO 11 GA 1906 ATLANTA 617 1903
 DF0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0393
 DF0393  HISTORY     - Date     Condition        Report By
 DF0393  HISTORY     - 1906     MONUMENTED       USGS
 DF0393  HISTORY     - 1955     GOOD             NGS
 DF0393  HISTORY     - 1976     GOOD             NGS
 DF0393
 DF0393                          STATION DESCRIPTION
 DF0393
 DF0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0393'AT CRAWFORDVILLE.
 DF0393'AT CRAWFORDVILLE, TALIAFERRO COUNTY, ON THE EAST SIDE OF THE
 DF0393'COURTHOUSE, JUST NORTH OF THE STEPS, IN THE EAST FACE OF THE BRICK
 DF0393'PILLAR SUPPORTING THE PORCH, 3 FEET ABOVE THE GROUND LEVEL OF THE
 DF0393'COURTHOUSE YARD, AND SET VERTICALLY.
 DF0393
 DF0393                          STATION RECOVERY (1976)
 DF0393
 DF0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2287 ***********************************************************************
 BT2287  DESIGNATION -  62 NDS
 BT2287  PID         -  BT2287
 BT2287  STATE/COUNTY-  GA/DOUGHERTY
 BT2287  USGS QUAD   -  ALBANY EAST (1988)
 BT2287
 BT2287                         *CURRENT SURVEY CONTROL
 BT2287  ___________________________________________________________________
 BT2287* NAD 83(1994)-  31 31 46.32181(N)    084 02 06.28968(W)     ADJUSTED  
 BT2287* NAVD 88     -        70.045  (meters)     229.81   (feet)  ADJUSTED  
 BT2287  ___________________________________________________________________
 BT2287  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BT2287  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BT2287  DYNAMIC HT  -          69.960 (meters)     229.53  (feet)  COMP
 BT2287  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BT2287
 BT2287  HORZ ORDER  -  SECOND
 BT2287  VERT ORDER  -  SECOND    CLASS II
 BT2287
 BT2287.The horizontal coordinates were established by classical geodetic methods
 BT2287.and adjusted by the National Geodetic Survey in September 1997..
 BT2287.No horizontal observational check was made to the station.
 BT2287
 BT2287.The orthometric height was determined by differential leveling
 BT2287.and adjusted by the National Geodetic Survey in November 1996..
 BT2287
 BT2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2287
 BT2287.The geoid height was determined by GEOID03.
 BT2287
 BT2287.The dynamic height is computed by dividing the NAVD 88
 BT2287.geopotential number by the normal gravity value computed on the
 BT2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2287.degrees latitude (g = 980.6199 gals.).
 BT2287
 BT2287.The modeled gravity was interpolated from observed gravity values.
 BT2287
 BT2287;                    North         East     Units Scale Factor Converg.
 BT2287;SPC GA W     -   169,563.022   712,495.819   MT  0.99990193   +0 04 07.7
 BT2287;SPC GA W     -   556,308.01  2,337,580.03   sFT  0.99990193   +0 04 07.7
 BT2287;UTM  16      - 3,492,101.324   781,530.375   MT  1.00057769   +1 33 05.4
 BT2287;UTM  17      - 3,492,283.983   211,804.767   MT  1.00062454   -1 35 17.7
 BT2287
 BT2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2287!SPC GA W     -   0.99999326  x   0.99990193  =   0.99989519
 BT2287!UTM  16      -   0.99999326  x   1.00057769  =   1.00057094
 BT2287!UTM  17      -   0.99999326  x   1.00062454  =   1.00061779
 BT2287
 BT2287                          SUPERSEDED SURVEY CONTROL
 BT2287
 BT2287  NAD 83(1986)-  31 31 46.32793(N)    084 02 06.29577(W) AD(       ) 2
 BT2287
 BT2287.Superseded values are not recommended for survey control.
 BT2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2287.See file dsdata.txt to determine how the superseded data were derived.
 BT2287
 BT2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8153092101(NAD 83)
 BT2287_MARKER: A = ALUMINUM MARKER
 BT2287_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2287_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2287_STAMPING: 62 NDS 1987
 BT2287_MARK LOGO: ALBDOU
 BT2287_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2287+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2287
 BT2287  HISTORY     - Date     Condition        Report By
 BT2287  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2287  HISTORY     - 19900301 GOOD             HOBBS
 BT2287
 BT2287                          STATION DESCRIPTION
 BT2287
 BT2287'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2287'MARK LOCATED IN EASTERN DOUGHERTY COUNTY, GEORGIA AT LANDFILL ENTRANCE
 BT2287'ON GAISSERT ROAD. MARK IS AZIMUTH MARK FOR GPS STATION---G 61 NDS
 BT2287'1987.
 BT2287'MARK IS 2.80 MI (4.51 KM) NORTHWEST ON GAISSERT ROAD FROM ITS JUNCTION
 BT2287'WITH SPRING FLATS ROAD, ON RIGHT AT ENTRANCE TO LANDFILL, SOUTH OF
 BT2287'LANDFILL ROAD, 34.3 FT (10.45 M) SOUTH OF A POWERPOLE, 23.7 FT
 BT2287'(7.22 M) EAST OF C/L GAISSERT RD., 73 FT (22.25 M) SOUTHEAST OF C/L
 BT2287'LANDFILL ROAD.
 BT2287'MARK IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL IN ROUND CAST
 BT2287'CASING WITH LID, ACTUAL MARK ABOUT 1.0 FT (0.30 M) BELOW GROUND
 BT2287'SURFACE.
 BT2287
 BT2287                          STATION RECOVERY (1990)
 BT2287
 BT2287'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2287'MARK IS ABOUT 7.5 MILES (12.1 KM) ESE OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2287'FOR G 61 NDS 1987, 2.80 MI (4.51 KM) NORTHWEST ALONG GAISSERT ROAD
 BT2287'FROM SPRING FLATS ROAD, 1 MILE (1.6 KM) SE ALONG SAME FROM FLEMING RD,
 BT2287'AT THE ENTRANCE TO LANDFILL, 34.3 FT (10.5 M) SOUTH OF A POWERPOLE,
 BT2287'23.7 FT (7.2 M) NE OF GAISSERT RD, 73 FT (22.3 M) SE OF C/L LANDFILL
 BT2287'ROAD, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO REFUSAL IN CAST IRON
 BT2287'CASING WITH LID, ABOUT 1.0 FT (0.3 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0501 ***********************************************************************
 CL0501  DESIGNATION -  62 RHP
 CL0501  PID         -  CL0501
 CL0501  STATE/COUNTY-  GA/TWIGGS
 CL0501  USGS QUAD   -  DRY BRANCH (1985)
 CL0501
 CL0501                         *CURRENT SURVEY CONTROL
 CL0501  ___________________________________________________________________
 CL0501* NAD 83(1986)-  32 45 56.     (N)    083 28 25.     (W)     SCALED    
 CL0501* NAVD 88     -       166.545  (meters)     546.41   (feet)  ADJUSTED  
 CL0501  ___________________________________________________________________
 CL0501  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CL0501  DYNAMIC HT  -         166.360 (meters)     545.80  (feet)  COMP
 CL0501  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 CL0501
 CL0501  VERT ORDER  -  FIRST     CLASS II
 CL0501
 CL0501.The horizontal coordinates were scaled from a topographic map and have
 CL0501.an estimated accuracy of +/- 6 seconds.
 CL0501
 CL0501.The orthometric height was determined by differential leveling
 CL0501.and adjusted by the National Geodetic Survey in June 1991..
 CL0501
 CL0501.The geoid height was determined by GEOID03.
 CL0501
 CL0501.The dynamic height is computed by dividing the NAVD 88
 CL0501.geopotential number by the normal gravity value computed on the
 CL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0501.degrees latitude (g = 980.6199 gals.).
 CL0501
 CL0501.The modeled gravity was interpolated from observed gravity values.
 CL0501
 CL0501;                    North         East    Units  Estimated Accuracy
 CL0501;SPC GA W     -   306,820.      764,930.      MT  (+/- 180 meters Scaled)
 CL0501
 CL0501                          SUPERSEDED SURVEY CONTROL
 CL0501
 CL0501  NGVD 29 (??/??/92)  166.678  (m)          546.84   (f) ADJ UNCH    1 2
 CL0501
 CL0501.Superseded values are not recommended for survey control.
 CL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0501.See file dsdata.txt to determine how the superseded data were derived.
 CL0501
 CL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS682280(NAD 83)
 CL0501_MARKER: DD = SURVEY DISK
 CL0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0501_SP_SET: OVERPASS
 CL0501_STAMPING: 62 RHP 1955 547 FEET
 CL0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0501
 CL0501  HISTORY     - Date     Condition        Report By
 CL0501  HISTORY     - 1955     MONUMENTED       USGS
 CL0501  HISTORY     - 1962     GOOD             NGS
 CL0501  HISTORY     - 1985     GOOD             LOCSUR
 CL0501
 CL0501                          STATION DESCRIPTION
 CL0501
 CL0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0501'3 MI SE FROM DRY BRANCH.
 CL0501'ABOUT 3.0 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0501'FROM THE STATION AT DRY BRANCH, 0.3 MILE SOUTHEAST OF MILEPOST
 CL0501'12, SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT
 CL0501'OF THE U.S. HIGHWAY 80 OVERPASS OVER THE RAILROAD, 13 1/2 FEET
 CL0501'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT SOUTH OF THE
 CL0501'NORTH END OF THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY,
 CL0501'ALSO ABOUT 30 FEET ABOVE THE LEVEL OF THE TRACK.
 CL0501
 CL0501                          STATION RECOVERY (1985)
 CL0501
 CL0501'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CL0501'PLACED WITNESS POST 1 FOOT NORTH OF STATION AT END OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1253 ***********************************************************************
 BS1253  DESIGNATION -  62 WLC USGS
 BS1253  PID         -  BS1253
 BS1253  STATE/COUNTY-  GA/COOK
 BS1253  USGS QUAD   -  CECIL (1973)
 BS1253
 BS1253                         *CURRENT SURVEY CONTROL
 BS1253  ___________________________________________________________________
 BS1253* NAD 83(1986)-  31 03 00.     (N)    083 29 27.     (W)     SCALED    
 BS1253* NAVD 88     -        55.629  (meters)     182.51   (feet)  ADJUSTED  
 BS1253  ___________________________________________________________________
 BS1253  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BS1253  DYNAMIC HT  -          55.559 (meters)     182.28  (feet)  COMP
 BS1253  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 BS1253
 BS1253  VERT ORDER  -  SECOND    CLASS 0
 BS1253
 BS1253.The horizontal coordinates were scaled from a topographic map and have
 BS1253.an estimated accuracy of +/- 6 seconds.
 BS1253
 BS1253.The orthometric height was determined by differential leveling
 BS1253.and adjusted by the National Geodetic Survey in June 1991..
 BS1253
 BS1253.The geoid height was determined by GEOID03.
 BS1253
 BS1253.The dynamic height is computed by dividing the NAVD 88
 BS1253.geopotential number by the normal gravity value computed on the
 BS1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1253.degrees latitude (g = 980.6199 gals.).
 BS1253
 BS1253.The modeled gravity was interpolated from observed gravity values.
 BS1253
 BS1253;                    North         East    Units  Estimated Accuracy
 BS1253;SPC GA W     -   116,590.      764,510.      MT  (+/- 180 meters Scaled)
 BS1253
 BS1253                          SUPERSEDED SURVEY CONTROL
 BS1253
 BS1253  NGVD 29 (??/??/92)   55.83   (m)          183.2    (f) COMPUTED    2 0
 BS1253
 BS1253.Superseded values are not recommended for survey control.
 BS1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1253.See file dsdata.txt to determine how the superseded data were derived.
 BS1253
 BS1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ622378(NAD 83)
 BS1253_MARKER: DD = SURVEY DISK
 BS1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1253_SP_SET: CULVERT
 BS1253_STAMPING: 62 WLC 1972
 BS1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1253
 BS1253  HISTORY     - Date     Condition        Report By
 BS1253  HISTORY     - 1972     MONUMENTED       USGS
 BS1253  HISTORY     - 1973     GOOD             NGS
 BS1253
 BS1253                          STATION DESCRIPTION
 BS1253
 BS1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1253'3.15 MI N FROM BARNEY.
 BS1253'ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 76 FROM THE INTERSECTION OF
 BS1253'STATE HIGHWAYS 76 AND 122 AT BARNEY, 0.5 MILE SOUTH OF AN INTERSECTION
 BS1253'OF STATE HIGHWAY 76 AND COUNTY ROAD 19, 19 FEET EAST OF THE CENTER
 BS1253'LINE OF THE HIGHWAY, SET IN THE TOP AND 0.5 FOOT NORTH OF THE SOUTH
 BS1253'END OF THE EAST CONCRETE HEADWALL FOR A 5-FOOT CONCRETE BOX CULVERT
 BS1253'UNDER THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4248 ***********************************************************************
 AB4248  DESIGNATION -  620
 AB4248  PID         -  AB4248
 AB4248  STATE/COUNTY-  GA/DE KALB
 AB4248  USGS QUAD   -  CHAMBLEE (1993)
 AB4248
 AB4248                         *CURRENT SURVEY CONTROL
 AB4248  ___________________________________________________________________
 AB4248* NAD 83(1994)-  33 57 55.78007(N)    084 19 43.51520(W)     ADJUSTED  
 AB4248* NAVD 88     -       293.5    (meters)     963.     (feet)  GPS OBS   
 AB4248  ___________________________________________________________________
 AB4248  X           -     523,314.752 (meters)                     COMP
 AB4248  Y           -  -5,269,696.073 (meters)                     COMP
 AB4248  Z           -   3,543,420.324 (meters)                     COMP
 AB4248  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AB4248  ELLIP HEIGHT-         263.98  (meters)          (09/03/97) GPS OBS
 AB4248  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 AB4248
 AB4248  HORZ ORDER  -  FIRST
 AB4248  ELLP ORDER  -  FOURTH    CLASS II
 AB4248
 AB4248.The horizontal coordinates were established by GPS observations
 AB4248.and adjusted by the National Geodetic Survey in September 1997..
 AB4248
 AB4248.The orthometric height was determined by GPS observations and a
 AB4248.high-resolution geoid model.
 AB4248
 AB4248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4248
 AB4248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4248
 AB4248.The ellipsoidal height was determined by GPS observations
 AB4248.and is referenced to NAD 83.
 AB4248
 AB4248.The geoid height was determined by GEOID03.
 AB4248
 AB4248;                    North         East     Units Scale Factor Converg.
 AB4248;SPC GA W     -   439,688.484   685,021.014   MT  0.99990276   -0 05 26.0
 AB4248;SPC GA W     - 1,442,544.63  2,247,439.78   sFT  0.99990276   -0 05 26.0
 AB4248;UTM  16      - 3,761,545.958   746,817.318   MT  1.00035104   +1 29 35.4
 AB4248
 AB4248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4248!SPC GA W     -   0.99995856  x   0.99990276  =   0.99986132
 AB4248!UTM  16      -   0.99995856  x   1.00035104  =   1.00030959
 AB4248
 AB4248                          SUPERSEDED SURVEY CONTROL
 AB4248
 AB4248  NAD 83(1994)-  33 57 55.77962(N)    084 19 43.51498(W) AD(       ) 1
 AB4248  ELLIP H (06/18/96)  263.96   (m)                       GP(       ) 4 1
 AB4248
 AB4248.Superseded values are not recommended for survey control.
 AB4248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4248.See file dsdata.txt to determine how the superseded data were derived.
 AB4248
 AB4248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4681761546(NAD 83)
 AB4248_MARKER: DB = BENCH MARK DISK
 AB4248_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4248_SP_SET: HEADWALL
 AB4248_STAMPING: 620
 AB4248_MARK LOGO: GA-089
 AB4248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4248+STABILITY: SURFACE MOTION
 AB4248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB4248+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 AB4248
 AB4248  HISTORY     - Date     Condition        Report By
 AB4248  HISTORY     - UNK      MONUMENTED       GA-089
 AB4248  HISTORY     - 19950327 GOOD             MSI
 AB4248  HISTORY     - 20030703 GOOD             WOOLPT
 AB4248
 AB4248                          STATION DESCRIPTION
 AB4248
 AB4248'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4248'TO REACH THE STATION FROM THE INTERSECTION OF DUNWOODY CLUB DRIVE AND
 AB4248'MOUNT VERNON ROAD, PROCEED WEST ON DUNWOODY CLUB DRIVE FOR 1.65 MI
 AB4248'(2.66 KM) TO THE INTERSECTION WITH BEND CREEK ROAD. TURN LEFT AND
 AB4248'PROCEED SOUTHWEST ON BEND CREEK ROAD FOR 0.2 MI (0.3 KM) TO THE
 AB4248'INTERSECTION WITH MILL GATES COURT. TURN LEFT AND PROCEED SOUTHERLY ON
 AB4248'MILL GATES COURT FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT ON
 AB4248'A CONCRETE HEADWALL. STATION IS A BENCHMARK DISK SET IN THE TOP OF A
 AB4248'CONCRETE HEADWALL STAMPED 620 AND IS LOCATED 14.1 FT (4.3 M) EAST OF
 AB4248'SEWER MANHOLE, 4.5 FT (1.4 M) NE OF SOUTHERN END OF HEADWALL, 26.6 FT
 AB4248'(8.1 M) WNW OF CENTERLINE OF MILL GATES COURT, AND 43.2 FT (13.2 M)
 AB4248'SSW OF POWER/LIGHT POLE.
 AB4248
 AB4248                          STATION RECOVERY (2003)
 AB4248
 AB4248'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RA)
 AB4248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0456 ***********************************************************************
 DF0456  DESIGNATION -  625
 DF0456  PID         -  DF0456
 DF0456  STATE/COUNTY-  GA/MORGAN
 DF0456  USGS QUAD   -  BUCKHEAD (1985)
 DF0456
 DF0456                         *CURRENT SURVEY CONTROL
 DF0456  ___________________________________________________________________
 DF0456* NAD 83(1986)-  33 34 07.     (N)    083 21 47.     (W)     SCALED    
 DF0456* NAVD 88     -       190.636  (meters)     625.44   (feet)  ADJUSTED  
 DF0456  ___________________________________________________________________
 DF0456  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF0456  DYNAMIC HT  -         190.436 (meters)     624.79  (feet)  COMP
 DF0456  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DF0456
 DF0456  VERT ORDER  -  SECOND    CLASS 0
 DF0456
 DF0456.The horizontal coordinates were scaled from a topographic map and have
 DF0456.an estimated accuracy of +/- 6 seconds.
 DF0456
 DF0456.The orthometric height was determined by differential leveling
 DF0456.and adjusted by the National Geodetic Survey in June 1991..
 DF0456
 DF0456.The geoid height was determined by GEOID03.
 DF0456
 DF0456.The dynamic height is computed by dividing the NAVD 88
 DF0456.geopotential number by the normal gravity value computed on the
 DF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0456.degrees latitude (g = 980.6199 gals.).
 DF0456
 DF0456.The modeled gravity was interpolated from observed gravity values.
 DF0456
 DF0456;                    North         East    Units  Estimated Accuracy
 DF0456;SPC GA W     -   395,950.      774,610.      MT  (+/- 180 meters Scaled)
 DF0456
 DF0456                          SUPERSEDED SURVEY CONTROL
 DF0456
 DF0456  NGVD 29 (??/??/92)  190.720  (m)          625.72   (f) ADJ UNCH    2 0
 DF0456
 DF0456.Superseded values are not recommended for survey control.
 DF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0456.See file dsdata.txt to determine how the superseded data were derived.
 DF0456
 DF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT806168(NAD 83)
 DF0456_MARKER: DD = SURVEY DISK
 DF0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0456_SP_SET: BUILDING
 DF0456_STAMPING: PRIM TRAV STA NO 6 1906 ATLANTA GA 1903 625.721
 DF0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0456
 DF0456  HISTORY     - Date     Condition        Report By
 DF0456  HISTORY     - 1906     MONUMENTED       USGS
 DF0456  HISTORY     - 1953     GOOD             NGS
 DF0456  HISTORY     - 1976     GOOD             NGS
 DF0456
 DF0456                          STATION DESCRIPTION
 DF0456
 DF0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0456'AT BUCKHEAD.
 DF0456'THE ORIGINAL DESCRIPTION IS ADEQUATE.  AT BUCKHEAD, MORGAN COUNTY,
 DF0456'135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GEORGIA RAILROAD
 DF0456'STATION, 130 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN
 DF0456'THE NORTH BRICK FACE OF THE E. W. DAVIS GENERAL STORE, 1 FOOT EAST
 DF0456'OF THE NORTHWEST CORNER OF THE BUILDING, 4 FEET ABOVE THE GROUND,
 DF0456'AND SET VERTICALLY.
 DF0456
 DF0456                          STATION RECOVERY (1976)
 DF0456
 DF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1624 ***********************************************************************
 BE1624  DESIGNATION -  63 JWM USGS
 BE1624  PID         -  BE1624
 BE1624  STATE/COUNTY-  GA/SEMINOLE
 BE1624  USGS QUAD   -  STEAM MILL (1994)
 BE1624
 BE1624                         *CURRENT SURVEY CONTROL
 BE1624  ___________________________________________________________________
 BE1624* NAD 83(1986)-  30 53 19.     (N)    084 53 02.     (W)     SCALED    
 BE1624* NAVD 88     -        30.566  (meters)     100.28   (feet)  ADJUSTED  
 BE1624  ___________________________________________________________________
 BE1624  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BE1624  DYNAMIC HT  -          30.527 (meters)     100.15  (feet)  COMP
 BE1624  MODELED GRAV-     979,362.6   (mgal)                       NAVD 88
 BE1624
 BE1624  VERT ORDER  -  SECOND    CLASS 0
 BE1624
 BE1624.The horizontal coordinates were scaled from a topographic map and have
 BE1624.an estimated accuracy of +/- 6 seconds.
 BE1624
 BE1624.The orthometric height was determined by differential leveling
 BE1624.and adjusted by the National Geodetic Survey in June 1991..
 BE1624
 BE1624.The geoid height was determined by GEOID03.
 BE1624
 BE1624.The dynamic height is computed by dividing the NAVD 88
 BE1624.geopotential number by the normal gravity value computed on the
 BE1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1624.degrees latitude (g = 980.6199 gals.).
 BE1624
 BE1624.The modeled gravity was interpolated from observed gravity values.
 BE1624
 BE1624;                    North         East    Units  Estimated Accuracy
 BE1624;SPC GA W     -    98,720.      631,430.      MT  (+/- 180 meters Scaled)
 BE1624
 BE1624                          SUPERSEDED SURVEY CONTROL
 BE1624
 BE1624  NGVD 29 (??/??/92)   30.697  (m)          100.71   (f) ADJ UNCH    2 0
 BE1624
 BE1624.Superseded values are not recommended for survey control.
 BE1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1624.See file dsdata.txt to determine how the superseded data were derived.
 BE1624
 BE1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV022191(NAD 83)
 BE1624_MARKER: DD = SURVEY DISK
 BE1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1624_STAMPING: 63 JWM 1951 101
 BE1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1624+STABILITY: SURFACE MOTION
 BE1624
 BE1624  HISTORY     - Date     Condition        Report By
 BE1624  HISTORY     - 1951     MONUMENTED       USGS
 BE1624  HISTORY     - 1952     GOOD             NGS
 BE1624
 BE1624                          STATION DESCRIPTION
 BE1624
 BE1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1624'1.3 MI W FROM DESSER.
 BE1624'ABOUT 1.3 MILES WEST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1624'AND SALEM CHURCH AND CEMETERY AT DESSER, AT THE INTERSECTION
 BE1624'OF STATE HIGHWAY 39, 48 FEET EAST OF CENTER LINE OF HIGHWAY,
 BE1624'24 FEET SOUTH OF CENTER LINE OF ROAD EAST, 24 FEET SOUTHEAST
 BE1624'OF THE SOUTH END OF THE EAST ONE OF TWO 30-INCH PIPE CULVERTS
 BE1624'UNDER ROAD EAST, 3 FEET WEST OF POWER POLE NO. N 68 22 WITH A
 BE1624'TRANSFORMER, 9 1/2 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST
 BE1624'OF A FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET
 BE1624'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS
 BE1624'MARK IS ABOUT 9.8 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE
 BE1624'JUNCTION OF STATE HIGHWAY 91 AT DONALSONVILLE, SEMINOLE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2755 ***********************************************************************
 DF2755  CBN         -  This is a Cooperative Base Network Control Station.
 DF2755  PACS        -  This is a Primary Airport Control Station.
 DF2755  DESIGNATION -  63 WHO
 DF2755  PID         -  DF2755
 DF2755  STATE/COUNTY-  GA/WILKES
 DF2755  USGS QUAD   -  CELESTE (1971)
 DF2755
 DF2755                         *CURRENT SURVEY CONTROL
 DF2755  ___________________________________________________________________
 DF2755* NAD 83(1994)-  33 46 45.23109(N)    082 48 49.45863(W)     ADJUSTED  
 DF2755* NAVD 88     -       192.05   (meters)     630.1    (feet)  GPS OBS   
 DF2755  ___________________________________________________________________
 DF2755  X           -     663,887.005 (meters)                     COMP
 DF2755  Y           -  -5,265,359.988 (meters)                     COMP
 DF2755  Z           -   3,526,209.709 (meters)                     COMP
 DF2755  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DF2755  ELLIP HEIGHT-         163.28  (meters)          (01/30/03) GPS OBS
 DF2755  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DF2755
 DF2755  HORZ ORDER  -  B
 DF2755  ELLP ORDER  -  FOURTH    CLASS II
 DF2755
 DF2755.This mark is at Washington Wilkes County Airport (IIY)
 DF2755
 DF2755.The horizontal coordinates were established by GPS observations
 DF2755.and adjusted by the National Geodetic Survey in January 2003..
 DF2755
 DF2755.The orthometric height was determined by GPS observations and a
 DF2755.high-resolution geoid model.
 DF2755
 DF2755.GPS derived orthometric heights for airport stations designated as
 DF2755.PACS or SACS are published to 2 decimal places.  This maintains
 DF2755.centimeter relative accuracy between the PACS and SACS.  It does
 DF2755.not indicate centimeter accuracy relative to other marks which are
 DF2755.part of the NAVD 88 network.
 DF2755
 DF2755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2755
 DF2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2755
 DF2755.The ellipsoidal height was determined by GPS observations
 DF2755.and is referenced to NAD 83.
 DF2755
 DF2755.The geoid height was determined by GEOID03.
 DF2755
 DF2755;                    North         East     Units Scale Factor Converg.
 DF2755;SPC GA E     -   419,206.492   140,071.704   MT  0.99994426   -0 21 35.2
 DF2755;SPC GA E     - 1,375,346.63    459,551.92   sFT  0.99994426   -0 21 35.2
 DF2755;UTM  17      - 3,739,156.154   332,062.324   MT  0.99994769   -1 00 31.2
 DF2755
 DF2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2755!SPC GA E     -   0.99997437  x   0.99994426  =   0.99991863
 DF2755!UTM  17      -   0.99997437  x   0.99994769  =   0.99992206
 DF2755
 DF2755                          SUPERSEDED SURVEY CONTROL
 DF2755
 DF2755  NAD 83(1994)-  33 46 45.23101(N)    082 48 49.45855(W) AD(       ) B
 DF2755  ELLIP H (09/11/96)  163.29   (m)                       GP(       ) 4 1
 DF2755  NAD 83(1994)-  33 46 45.23069(N)    082 48 49.45750(W) AD(       ) B
 DF2755  ELLIP H (03/09/95)  163.24   (m)                       GP(       ) 1 1
 DF2755  NAD 83(1986)-  33 46 45.23304(N)    082 48 49.45273(W) AD(       ) 1
 DF2755  NAD 27      -  33 46 44.78521(N)    082 48 49.94959(W) AD(       ) 3
 DF2755  NGVD 29 (09/27/88)  192.1    (m)          630.     (f) GPS OBS        
 DF2755
 DF2755.Superseded values are not recommended for survey control.
 DF2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2755.See file dsdata.txt to determine how the superseded data were derived.
 DF2755
 DF2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3206239156(NAD 83)
 DF2755_MARKER: DD = SURVEY DISK
 DF2755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF2755_SP_SET: CONCRETE SLAB FOR FUEL PUMP
 DF2755_STAMPING: 63 WHO 1970
 DF2755_MARK LOGO: USGS  
 DF2755_PROJECTION: FLUSH
 DF2755_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2755+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 DF2755
 DF2755  HISTORY     - Date     Condition        Report By
 DF2755  HISTORY     - 1987     MONUMENTED       USGS
 DF2755  HISTORY     - 19940407 GOOD             GADT
 DF2755  HISTORY     - 19950330 GOOD             NGS
 DF2755  HISTORY     - 19970716 GOOD             SCGS
 DF2755
 DF2755                          STATION DESCRIPTION
 DF2755
 DF2755'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (AJL)
 DF2755'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 DF2755'NORTHWEST OF WASHINGTON,
 DF2755'0.2 KM (0.1 MI) NORTHEAST OF U.S. HIGHWAY 78 AND STATE HIGHWAY 10,
 DF2755'AT THE WASHINGTON-WILKES COUNTY AIRPORT, AT THE GAS PUMP ON THE
 DF2755'SOUTHEAST EDGE OF THE TARMAC.
 DF2755'OWNERSHIP--CITY OF WASHINGTON, C/O AIRPORT MANAGER ROBERT SIMMONS,
 DF2755'CITY HALL, WASHINGTON GA 30673.  PHONE (404) 678-2683.
 DF2755'
 DF2755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DF2755'HIGHWAY 10, AT THE BYPASS AND BUSINESS ROUTE, ABOUT 4.0 KM (2.5 MI)
 DF2755'NORTHWEST OF WASHINGTON, GO NORTHWEST FOR 3.4 KM (2.1 MI) ON
 DF2755'HIGHWAYS 78 AND 10 TO THE AIRPORT ROAD ON THE RIGHT.
 DF2755'TURN RIGHT AND GO NORTH FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD TO
 DF2755'THE ROAD END AT HANGAR AREA.  TURN LEFT AND GO SOUTHWEST FOR 60
 DF2755'METERS TO TARMAC, THEN TURN AND GO SOUTH FOR 45 METERS TO THE GAS
 DF2755'PUMPS ON THE SOUTHEAST EDGE OF TARMAC AND THE STATION.
 DF2755'
 DF2755'THE STATION IS A STANDARD USGS DISK
 DF2755'STAMPED---63 WHO 1970---,
 DF2755'SET INTO A DRILL HOLE IN THE NORTHWEST EDGE OF A 0.9 BY 2.7 METER
 DF2755'CONCRETE SLAB FOR THE AIRPLANES FUEL PUMP.  LOCATED
 DF2755'30.0 METERS (98.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE OLD
 DF2755'FARMHOUSE STYLE AIRPORT TERMINAL,
 DF2755'16.3 METERS (53.5 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF THE
 DF2755'TARMAC,
 DF2755'1.15 METERS (3.7 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 DF2755'CONCRETE SLAB, AND
 DF2755'0.15 METERS (0.5 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF CONCRETE
 DF2755'SLAB AND SOUTHEAST EDGE OF TARMAC.
 DF2755'
 DF2755'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 DF2755
 DF2755                          STATION RECOVERY (1994)
 DF2755
 DF2755'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 DF2755'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) NORTHWEST OF WASHINGTON,
 DF2755'0.2 KM (0.10 MI) NORTHEAST OF U.S. HIGHWAY 78 AND STATE HIGHWAY 10, AT
 DF2755'THE WASHINGTON-WILKES COUNTY AIRPORT, AT THE GAS PUMP ON THE SOUTHEAST
 DF2755'EDGE OF THE TARMAC. OWNERSHIP--CITY OF WASHINGTON, C/O AIRPORT MANAGER
 DF2755'ROBERT SIMMONS, CITY HALL, WASHINGTON GA 30673. PHONE (404) 678-2683.
 DF2755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DF2755'HIGHWAY 10, AT THE BYPASS AND BUSINESS ROUTE, ABOUT 4.0 KM (2.50 MI)
 DF2755'NORTHWEST OF WASHINGTON, GO NORTHWEST FOR 3.4 KM (2.10 MI) ON HIGHWAYS
 DF2755'78 AND 10 TO THE AIRPORT ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH
 DF2755'FOR 0.6 KM (0.35 MI) ON THE PAVED ROAD TO THE ROAD END AT HANGAR AREA.
 DF2755'TURN LEFT AND GO SOUTHWEST FOR 60 M (196.8 FT) TO TARMAC, THEN TURN
 DF2755'AND GO SOUTH FOR 45 M (147.6 FT) TO THE GAS PUMPS ON THE SOUTHEAST
 DF2755'EDGE OF TARMAC AND THE STATION. THE STATION IS SET INTO A DRILL HOLE
 DF2755'IN THE NORTHWEST EDGE OF A 0.9 BY 2.7 M (8.9 FT) CONCRETE SLAB FOR THE
 DF2755'AIRPLANES FUEL PUMP.  LOCATED 30.0 M (98.4 FT) SOUTH FROM THE
 DF2755'SOUTHEAST CORNER OF THE OLD FARMHOUSE STYLE AIRPORT TERMINAL, 16.3 M
 DF2755'(53.5 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF THE TARMAC, 1.15 M
 DF2755'(3.77 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE SLAB,
 DF2755'AND 0.15 M (0.49 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF CONCRETE
 DF2755'SLAB AND SOUTHEAST EDGE OF TARMAC.
 DF2755
 DF2755                          STATION RECOVERY (1995)
 DF2755
 DF2755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 DF2755'RECOVERED AS DESCRIBED.
 DF2755
 DF2755                          STATION RECOVERY (1997)
 DF2755
 DF2755'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 DF2755'STATION IS LOCATED 21.9 MILES (35.2 KM) NORTHWEST OF WASHINGTON.
 DF2755'OWNERSHIP--WASHINGTON WILKES AIRPORT, P.O.  BOX 572, WASHINGTON, GA,
 DF2755'30673, CONTACT-GEORGE W.  THORP, PHONE 706-678-2662.  TO REACH THE
 DF2755'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 78 BYPASS, 10 BYPASS AND
 DF2755'U.S.  HIGHWAY 78, STATE HIGHWAY 10 BUSINESS, 2.8 MILES (4.5 KM)
 DF2755'NORTHWEST OF WASHINGTON, GO NORTHWEST ON HIGHWAYS 78 AND 10 FOR 2.1
 DF2755'MILES (3.4 KM) TO A PAVED ROAD RIGHT (AIRPORT ROAD) , TURN RIGHT ON
 DF2755'AIRPORT ROAD FOR 0.5 MILE (0.8 KM) TO THE RAMP FOR THE
 DF2755'WASHINGTON-WILKES AIRPORT, PROCEED LEFT (SOUTH) ACROSS RAMP BETWEEN
 DF2755'SHED AND OLD FARM HOUSE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE
 DF2755'LEFT SET IN A 6.0-FOOT BY 3.0-FOOT CONCRETE PAD AT THE SOUTHEAST EDGE
 DF2755'OF THE RAMP.  STATION IS A DISK IN A DRILL HOLE OF THE CONCRETE PAD
 DF2755'AND LEVEL WITH THE RAMP, 0.8 FOOT (24.4 CM) SOUTHEAST OF THE SOUTHEAST
 DF2755'EDGE OF THE RAMP, 98.6 FEET (30.1 M) SOUTH OF THE SOUTH CORNER OF THE
 DF2755'WOOD FARM HOUSE, 5.0 FEET (1.5 M) NORTH NORTHEAST OF THE WEST CORNER
 DF2755'OF THE CONCRETE PAD, 4.5 FEET (1.4 M) WEST OF A WITNESS POST.
 DF2755'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1250 ***********************************************************************
 BS1250  DESIGNATION -  63 WLC USGS
 BS1250  PID         -  BS1250
 BS1250  STATE/COUNTY-  GA/COOK
 BS1250  USGS QUAD   -  CECIL (1973)
 BS1250
 BS1250                         *CURRENT SURVEY CONTROL
 BS1250  ___________________________________________________________________
 BS1250* NAD 83(1986)-  31 04 29.     (N)    083 28 51.     (W)     SCALED    
 BS1250* NAVD 88     -        66.207  (meters)     217.21   (feet)  ADJUSTED  
 BS1250  ___________________________________________________________________
 BS1250  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BS1250  DYNAMIC HT  -          66.125 (meters)     216.95  (feet)  COMP
 BS1250  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 BS1250
 BS1250  VERT ORDER  -  SECOND    CLASS 0
 BS1250
 BS1250.The horizontal coordinates were scaled from a topographic map and have
 BS1250.an estimated accuracy of +/- 6 seconds.
 BS1250
 BS1250.The orthometric height was determined by differential leveling
 BS1250.and adjusted by the National Geodetic Survey in June 1991..
 BS1250
 BS1250.The geoid height was determined by GEOID03.
 BS1250
 BS1250.The dynamic height is computed by dividing the NAVD 88
 BS1250.geopotential number by the normal gravity value computed on the
 BS1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1250.degrees latitude (g = 980.6199 gals.).
 BS1250
 BS1250.The modeled gravity was interpolated from observed gravity values.
 BS1250
 BS1250;                    North         East    Units  Estimated Accuracy
 BS1250;SPC GA W     -   119,340.      765,440.      MT  (+/- 180 meters Scaled)
 BS1250
 BS1250                          SUPERSEDED SURVEY CONTROL
 BS1250
 BS1250.No superseded survey control is available for this station.
 BS1250
 BS1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ633405(NAD 83)
 BS1250_MARKER: DD = SURVEY DISK
 BS1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1250_STAMPING: 63 WLC 1972
 BS1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1250+STABILITY: SURFACE MOTION
 BS1250
 BS1250  HISTORY     - Date     Condition        Report By
 BS1250  HISTORY     - 1972     MONUMENTED       USGS
 BS1250  HISTORY     - 1973     GOOD             NGS
 BS1250
 BS1250                          STATION DESCRIPTION
 BS1250
 BS1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1250'4.95 MI N FROM BARNEY.
 BS1250'ABOUT 4.95 MILES NORTH ALONG STATE HIGHWAY 76 FROM THE INTERSECTION OF
 BS1250'STATE HIGHWAYS 76 AND 122 AT BARNEY, OR ABOUT 4.65 MILES WEST ALONG
 BS1250'STATE HIGHWAY 37 FROM THE INTERSECTION OF U. S. HIGHWAY 41 AND STATE
 BS1250'HIGHWAYS 37 AND 76 AT ADEL, THENCE 5.05 MILES SOUTH ALONG COUNTY ROAD
 BS1250'15, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 76, OR ABOUT 0.55 MILE
 BS1250'WEST ALONG STATE HIGHWAYS 37 AND 76 FROM THE INTERSECTION OF U. S.
 BS1250'HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 5.1 MILES
 BS1250'SOUTH ALONG STATE HIGHWAY 76, 51 FEET EAST OF THE CENTER LINE OF THE
 BS1250'HIGHWAY, 71.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE THAT
 BS1250'IS OWNED BY LOIS BENNETT, AT THE WEST END OF A ROW OF SHRUBBERY IN THE
 BS1250'NORTHWEST CORNER OF THE LAWN, 35 1/2 FEET NORTH OF A POWER POLE, 25
 BS1250'FEET SOUTHEAST OF A TELEPHONE POLE, 49 1/2 FEET SOUTH OF A POWER LINE
 BS1250'BRACE POLE, 27 FEET EAST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT,
 BS1250'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 BS1250'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2261 ***********************************************************************
 DG2261  DESIGNATION -  633.28 SCLRR
 DG2261  PID         -  DG2261
 DG2261  STATE/COUNTY-  GA/POLK
 DG2261  USGS QUAD   -  BENEDICT (1980)
 DG2261
 DG2261                         *CURRENT SURVEY CONTROL
 DG2261  ___________________________________________________________________
 DG2261* NAD 83(1986)-  33 59 51.     (N)    085 16 49.     (W)     SCALED    
 DG2261* NAVD 88     -       242.338  (meters)     795.07   (feet)  ADJUSTED  
 DG2261  ___________________________________________________________________
 DG2261  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG2261  DYNAMIC HT  -         242.082 (meters)     794.23  (feet)  COMP
 DG2261  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DG2261
 DG2261  VERT ORDER  -  FIRST     CLASS II
 DG2261
 DG2261.The horizontal coordinates were scaled from a topographic map and have
 DG2261.an estimated accuracy of +/- 6 seconds.
 DG2261
 DG2261.The orthometric height was determined by differential leveling
 DG2261.and adjusted by the National Geodetic Survey in June 1991..
 DG2261
 DG2261.The geoid height was determined by GEOID03.
 DG2261
 DG2261.The dynamic height is computed by dividing the NAVD 88
 DG2261.geopotential number by the normal gravity value computed on the
 DG2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2261.degrees latitude (g = 980.6199 gals.).
 DG2261
 DG2261.The modeled gravity was interpolated from observed gravity values.
 DG2261
 DG2261;                    North         East    Units  Estimated Accuracy
 DG2261;SPC GA W     -   443,790.      597,120.      MT  (+/- 180 meters Scaled)
 DG2261
 DG2261                          SUPERSEDED SURVEY CONTROL
 DG2261
 DG2261  NGVD 29 (??/??/92)  242.27   (m)          794.8    (f) COMPUTED    1 2
 DG2261
 DG2261.Superseded values are not recommended for survey control.
 DG2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2261.See file dsdata.txt to determine how the superseded data were derived.
 DG2261
 DG2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC588632(NAD 83)
 DG2261_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG2261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2261_SP_SET: HEADWALL FOR CULVERT
 DG2261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2261
 DG2261  HISTORY     - Date     Condition        Report By
 DG2261  HISTORY     - UNK      MONUMENTED       CGS
 DG2261  HISTORY     - 1972     GOOD             NGS
 DG2261
 DG2261                          STATION DESCRIPTION
 DG2261
 DG2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DG2261'2.2 MI SW FROM CEDARTOWN.
 DG2261'ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 27 (MAIN STREET) FROM THE
 DG2261'CITY HALL AT CEDARTOWN, THENCE 1.9 MILES SOUTHWEST ALONG THE
 DG2261'SEABOARD COAST LINE RAILROAD, 0.3 MILE SOUTH OF MILEPSOT 633,
 DG2261'14 FEET WEST OF THE WEST RAIL, A CHISELED SQUARE IN THE CENTER
 DG2261'OF THE TOP OF THE WEST, 7 1/2- BY 2 1/2-FOOT, CONCRETE HEADWALL
 DG2261'FOR A 32-INCH CONCRETE CULVERT, 0.1 MILE NORTH OF A CROSSING OF
 DG2261'THE RAILROAD AND A DIRT ROAD, 130.2 FEET EAST-NORTHEAST OF THE
 DG2261'SOUTHEAST CORNER OF A LARGE METAL COMMERCIAL BUILDING THAT IS NOW
 DG2261'OCCUPIED BY THE EAGLE PICHER INDUSTRIES INC., ABOUT 2 FEET BELOW
 DG2261'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1357 ***********************************************************************
 DG1357  DESIGNATION -  635.5 SCLRR
 DG1357  PID         -  DG1357
 DG1357  STATE/COUNTY-  GA/POLK
 DG1357  USGS QUAD   -  BENEDICT (1980)
 DG1357
 DG1357                         *CURRENT SURVEY CONTROL
 DG1357  ___________________________________________________________________
 DG1357* NAD 83(1986)-  33 58 28.     (N)    085 18 17.     (W)     SCALED    
 DG1357* NAVD 88     -       247.230  (meters)     811.12   (feet)  ADJUSTED  
 DG1357  ___________________________________________________________________
 DG1357  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG1357  DYNAMIC HT  -         246.966 (meters)     810.25  (feet)  COMP
 DG1357  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DG1357
 DG1357  VERT ORDER  -  FIRST     CLASS II
 DG1357
 DG1357.The horizontal coordinates were scaled from a topographic map and have
 DG1357.an estimated accuracy of +/- 6 seconds.
 DG1357
 DG1357.The orthometric height was determined by differential leveling
 DG1357.and adjusted by the National Geodetic Survey in June 1991..
 DG1357
 DG1357.The geoid height was determined by GEOID03.
 DG1357
 DG1357.The dynamic height is computed by dividing the NAVD 88
 DG1357.geopotential number by the normal gravity value computed on the
 DG1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1357.degrees latitude (g = 980.6199 gals.).
 DG1357
 DG1357.The modeled gravity was interpolated from observed gravity values.
 DG1357
 DG1357;                    North         East    Units  Estimated Accuracy
 DG1357;SPC GA W     -   441,250.      594,840.      MT  (+/- 180 meters Scaled)
 DG1357
 DG1357                          SUPERSEDED SURVEY CONTROL
 DG1357
 DG1357  NGVD 29 (??/??/92)  247.16   (m)          810.9    (f) COMPUTED    1 2
 DG1357
 DG1357.Superseded values are not recommended for survey control.
 DG1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1357.See file dsdata.txt to determine how the superseded data were derived.
 DG1357
 DG1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC566606(NAD 83)
 DG1357_MARKER: Q = CHISELED SQUARE
 DG1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1357_SP_SET: ABUTMENT
 DG1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1357
 DG1357  HISTORY     - Date     Condition        Report By
 DG1357  HISTORY     - UNK      MONUMENTED       SCLRR
 DG1357  HISTORY     - 1972     POOR             NGS
 DG1357  HISTORY     - 1980     MARK NOT FOUND   NGS
 DG1357
 DG1357                          STATION DESCRIPTION
 DG1357
 DG1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DG1357'4.5 MI SW FROM CEDARTOWN.
 DG1357'ABOUT 0.3 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL AT
 DG1357'CEDARTOWN, THENCE 4.2 MILES SOUTHWEST ALONG THE SEABOARD COAST
 DG1357'LINE RAILROAD, ABOUT 0.95 MILE NORTHEAST OF A CROSSING OF THE
 DG1357'RAILROAD AND A PAVED ROAD AT THE OLD COMMUNITY OF AKES, 0.4 MILE
 DG1357'NORTHEAST OF MILEPOST 636, 3.1 FEET NORTHWEST OF THE NORTHWEST
 DG1357'RAIL, A CHISELED SQUARE IN THE TOP OF THE WEIGHT BEARING PORTION
 DG1357'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT FOR A
 DG1357'21 1/2-FOOT RAILROAD TRESTLE, 1.1 FEET NORTHEAST OF THE SOUTHWEST
 DG1357'EDGE OF THE ABUTMENT, AND 1.5 FEET EAST OF THE ANGLE FORMED BY
 DG1357'THE END OF THE ABUTMENT AND THE BEGINNING OF THE NORTH WING
 DG1357'WALL, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE
 DG1357'CHISELED SQUARE IS VERY POORLY OUTLINED BUT CAN BE RECOGNIZED.
 DG1357
 DG1357                          STATION RECOVERY (1980)
 DG1357
 DG1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG1357'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2288 ***********************************************************************
 BT2288  DESIGNATION -  64 NDS
 BT2288  PID         -  BT2288
 BT2288  STATE/COUNTY-  GA/DOUGHERTY
 BT2288  USGS QUAD   -  ALBANY EAST (1988)
 BT2288
 BT2288                         *CURRENT SURVEY CONTROL
 BT2288  ___________________________________________________________________
 BT2288* NAD 83(1994)-  31 30 59.79520(N)    084 06 55.25040(W)     ADJUSTED  
 BT2288* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 BT2288  ___________________________________________________________________
 BT2288  X           -     557,977.170 (meters)                     COMP
 BT2288  Y           -  -5,413,615.239 (meters)                     COMP
 BT2288  Z           -   3,314,872.381 (meters)                     COMP
 BT2288  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BT2288  ELLIP HEIGHT-          29.13  (meters)          (09/03/97) GPS OBS
 BT2288  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BT2288
 BT2288  HORZ ORDER  -  FIRST
 BT2288  ELLP ORDER  -  FOURTH    CLASS II
 BT2288
 BT2288.The horizontal coordinates were established by GPS observations
 BT2288.and adjusted by the National Geodetic Survey in September 1997..
 BT2288
 BT2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2288
 BT2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2288
 BT2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2288
 BT2288.The ellipsoidal height was determined by GPS observations
 BT2288.and is referenced to NAD 83.
 BT2288
 BT2288.The geoid height was determined by GEOID03.
 BT2288
 BT2288;                    North         East     Units Scale Factor Converg.
 BT2288;SPC GA W     -   168,123.803   704,874.107   MT  0.99990029   +0 01 36.6
 BT2288;SPC GA W     -   551,586.18  2,312,574.47   sFT  0.99990029   +0 01 36.6
 BT2288;UTM  16      - 3,490,464.354   773,943.512   MT  1.00052570   +1 30 32.0
 BT2288
 BT2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2288!SPC GA W     -   0.99999543  x   0.99990029  =   0.99989572
 BT2288!UTM  16      -   0.99999543  x   1.00052570  =   1.00052112
 BT2288
 BT2288                          SUPERSEDED SURVEY CONTROL
 BT2288
 BT2288  NAD 83(1986)-  31 30 59.80133(N)    084 06 55.25626(W) AD(       ) 1
 BT2288  NGVD 29 (03/24/92)   56.4    (m)          185.     (f) GPS OBS        
 BT2288
 BT2288.Superseded values are not recommended for survey control.
 BT2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2288.See file dsdata.txt to determine how the superseded data were derived.
 BT2288
 BT2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7394490464(NAD 83)
 BT2288_MARKER: A = ALUMINUM MARKER
 BT2288_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2288_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2288_STAMPING: 64 NDS 1987
 BT2288_MARK LOGO: GA-095
 BT2288_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2288+STABILITY: POSITION/ELEVATION WELL
 BT2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2288+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1988
 BT2288
 BT2288  HISTORY     - Date     Condition        Report By
 BT2288  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2288  HISTORY     - 19880927 GOOD
 BT2288
 BT2288                          STATION DESCRIPTION
 BT2288
 BT2288'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2288'STATION LOCATED IN SOUTHEAST ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2288'TO REACH THE STATION THE STATION, GO ON LIBERTY EXPRESSWAY SOUTHEAST
 BT2288'TO JUNCTION OF SCHOOL BUS ROAD AND THE STATION IN THE SOUTHEAST
 BT2288'QUADRANT OF THE INTERSECTION.
 BT2288'THE STATION IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2288'CONTROL SURVEY, STAMPED 64 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2288'ROD DRIVEN TO A REFUSAL DEPTH OF 16.0 FT (4.88 M) . THE STATION IS
 BT2288'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2288'TOP OF THE COVER IS 0.80 FT (0.24 M) BELOW THE SURFACE OF THE GROUND,
 BT2288'AND IS ABOUT 4.30 FT (1.31 M) BELOW THE CENTERLINE OF THE NORTHBOUND
 BT2288'LANES OF LIBERTY EXPRESSWAY SE. THE STATION IS ABOUT 0.80 FT
 BT2288'(0.24 M)   BELOW THE TOP OF THE COVER.
 BT2288'THE STATION IS LOCATED 47.0 FT (14.33 M) SOUTH OF THE CENTERLINE OF
 BT2288'SCHOOL BUS ROAD, 35.4 FT (10.79 M) EAST OF THE CENTERLINE OF THE
 BT2288'NORTHBOUND LANES OF LIBERTY EXPRESSWAY SE, 90.8 FT (27.68 M)
 BT2288'NORTHEAST OF THE CENTER OF THE EAST END OF A 30 RCP STORM DRAINAGE
 BT2288'CROSSING WITH HEADWALL UNDER LIBERTY EXPRESSWAY SE, AND 2944.9 FT
 BT2288'(897.61 M)  NORTH OF AZIMUTH MARK---G 63 NDS 1987.
 BT2288
 BT2288                          STATION RECOVERY (1988)
 BT2288
 BT2288'RECOVERED 1988
 BT2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1249 ***********************************************************************
 BS1249  DESIGNATION -  64 WLC USGS
 BS1249  PID         -  BS1249
 BS1249  STATE/COUNTY-  GA/COOK
 BS1249  USGS QUAD   -  CECIL (1973)
 BS1249
 BS1249                         *CURRENT SURVEY CONTROL
 BS1249  ___________________________________________________________________
 BS1249* NAD 83(1986)-  31 05 17.     (N)    083 28 26.     (W)     SCALED    
 BS1249* NAVD 88     -        70.998  (meters)     232.93   (feet)  ADJUSTED  
 BS1249  ___________________________________________________________________
 BS1249  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BS1249  DYNAMIC HT  -          70.909 (meters)     232.64  (feet)  COMP
 BS1249  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BS1249
 BS1249  VERT ORDER  -  SECOND    CLASS 0
 BS1249
 BS1249.The horizontal coordinates were scaled from a topographic map and have
 BS1249.an estimated accuracy of +/- 6 seconds.
 BS1249
 BS1249.The orthometric height was determined by differential leveling
 BS1249.and adjusted by the National Geodetic Survey in June 1991..
 BS1249
 BS1249.The geoid height was determined by GEOID03.
 BS1249
 BS1249.The dynamic height is computed by dividing the NAVD 88
 BS1249.geopotential number by the normal gravity value computed on the
 BS1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1249.degrees latitude (g = 980.6199 gals.).
 BS1249
 BS1249.The modeled gravity was interpolated from observed gravity values.
 BS1249
 BS1249;                    North         East    Units  Estimated Accuracy
 BS1249;SPC GA W     -   120,820.      766,100.      MT  (+/- 180 meters Scaled)
 BS1249
 BS1249                          SUPERSEDED SURVEY CONTROL
 BS1249
 BS1249.No superseded survey control is available for this station.
 BS1249
 BS1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ640419(NAD 83)
 BS1249_MARKER: DD = SURVEY DISK
 BS1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1249_STAMPING: 64 WLC 1972
 BS1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1249+STABILITY: SURFACE MOTION
 BS1249
 BS1249  HISTORY     - Date     Condition        Report By
 BS1249  HISTORY     - 1972     MONUMENTED       USGS
 BS1249  HISTORY     - 1973     GOOD             NGS
 BS1249
 BS1249                          STATION DESCRIPTION
 BS1249
 BS1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1249'9.7 MI SW FROM ADEL.
 BS1249'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1249'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 5.05
 BS1249'MILES SOUTH ALONG COUNTY ROAD 15, OR ABOUT 0.55 MILE WEST ALONG STATE
 BS1249'HIGHWAYS 37 AND 76 FROM THE INTERSECTION OF U. S. HIGHWAY 41 AND STATE
 BS1249'HIGHWAYS 37 AND 76 AT ADEL, THENCE 4.1 MILES SOUTH ALONG STATE HIGHWAY
 BS1249'76, AT THE SMALL COMMUNITY OF PINE VALLEY, 114 FEET WEST OF THE CENTER
 BS1249'OF THE INTERSECTION OF STATE HIGHWAY 76 AND COUNTY ROAD 15, 50 FEET
 BS1249'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 76, 115 FEET SOUTHWEST
 BS1249'OF THE CENTER LINE OF COUNTY ROAD 15, 2 FEET SOUTHEAST OF A POWER
 BS1249'POLE, 1 FOOT SOUTHEAST OF A FENCE, 0.6 FOOT SOUTHEAST OF A METAL
 BS1249'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 BS1249'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NOTE-- THIS MARK IS ALSO
 BS1249'5.95 MILES NORTH ALONG STATE HIGHWAY 76 FROM THE INTERSECTION OF STATE
 BS1249'HIGHWAYS 76 AND 122 AT BARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0398 ***********************************************************************
 DF0398  DESIGNATION -  642
 DF0398  PID         -  DF0398
 DF0398  STATE/COUNTY-  GA/WARREN
 DF0398  USGS QUAD   -  SHARON (1981)
 DF0398
 DF0398                         *CURRENT SURVEY CONTROL
 DF0398  ___________________________________________________________________
 DF0398* NAD 83(1986)-  33 30 32.     (N)    082 48 39.     (W)     SCALED    
 DF0398* NAVD 88     -       195.561  (meters)     641.60   (feet)  ADJUSTED  
 DF0398  ___________________________________________________________________
 DF0398  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF0398  DYNAMIC HT  -         195.356 (meters)     640.93  (feet)  COMP
 DF0398  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 DF0398
 DF0398  VERT ORDER  -  SECOND    CLASS 0
 DF0398
 DF0398.The horizontal coordinates were scaled from a topographic map and have
 DF0398.an estimated accuracy of +/- 6 seconds.
 DF0398
 DF0398.The orthometric height was determined by differential leveling
 DF0398.and adjusted by the National Geodetic Survey in June 1991..
 DF0398
 DF0398.The geoid height was determined by GEOID03.
 DF0398
 DF0398.The dynamic height is computed by dividing the NAVD 88
 DF0398.geopotential number by the normal gravity value computed on the
 DF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0398.degrees latitude (g = 980.6199 gals.).
 DF0398
 DF0398.The modeled gravity was interpolated from observed gravity values.
 DF0398
 DF0398;                    North         East    Units  Estimated Accuracy
 DF0398;SPC GA E     -   389,220.      140,150.      MT  (+/- 180 meters Scaled)
 DF0398
 DF0398                          SUPERSEDED SURVEY CONTROL
 DF0398
 DF0398  NGVD 29 (??/??/92)  195.694  (m)          642.04   (f) ADJ UNCH    2 0
 DF0398
 DF0398.Superseded values are not recommended for survey control.
 DF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0398.See file dsdata.txt to determine how the superseded data were derived.
 DF0398
 DF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT318091(NAD 83)
 DF0398_MARKER: P = PIPE CAP
 DF0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0398_STAMPING: 642 ATLANTA DATUM 1903
 DF0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0398
 DF0398  HISTORY     - Date     Condition        Report By
 DF0398  HISTORY     - 1903     MONUMENTED       USGS
 DF0398  HISTORY     - 1955     POOR             NGS
 DF0398  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0398
 DF0398                          STATION DESCRIPTION
 DF0398
 DF0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0398'AT BARNETT.
 DF0398'AT BARNETT, WARREN COUNTY, 161 FEET WNW OF NW CORNER OF THE STONE
 DF0398'WALLS OF THE GEORGIA RAILROAD STATION, 37.3 FEET WSW OF THE CENTER
 DF0398'OF NO. 12 GEORGIA HIGHWAY, ON A SLIGHT BANK AN ESTIMATED 50 YARDS
 DF0398'S OF THE SE END OF A HIGHWAY CURVE.  A STANDARD U.S. GEOLOGICAL
 DF0398'SURVEY CAPPED-PIPE MONUMENT IS STAMPED 642 ATLANTA (DATUM) 1903
 DF0398'AND PROJECTS 1.0 FEET.  MONUMENT LEANS SLIGHTLY NORTHERLY AND TOP
 DF0398'HAS BEEN DENTED SOME.  USE WITH SOME CAUTION.
 DF0398
 DF0398                          STATION RECOVERY (1976)
 DF0398
 DF0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0621 ***********************************************************************
 CK0621  DESIGNATION -  65 USGS
 CK0621  PID         -  CK0621
 CK0621  STATE/COUNTY-  GA/EFFINGHAM
 CK0621  USGS QUAD   -  RINCON (1979)
 CK0621
 CK0621                         *CURRENT SURVEY CONTROL
 CK0621  ___________________________________________________________________
 CK0621* NAD 83(1986)-  32 20 12.     (N)    081 14 36.     (W)     SCALED    
 CK0621* NAVD 88     -        19.645  (meters)      64.45   (feet)  ADJUSTED  
 CK0621  ___________________________________________________________________
 CK0621  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CK0621  DYNAMIC HT  -          19.623 (meters)      64.38  (feet)  COMP
 CK0621  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 CK0621
 CK0621  VERT ORDER  -  FIRST     CLASS II
 CK0621
 CK0621.The horizontal coordinates were scaled from a topographic map and have
 CK0621.an estimated accuracy of +/- 6 seconds.
 CK0621
 CK0621.The orthometric height was determined by differential leveling
 CK0621.and adjusted by the National Geodetic Survey in June 1991..
 CK0621
 CK0621.The geoid height was determined by GEOID03.
 CK0621
 CK0621.The dynamic height is computed by dividing the NAVD 88
 CK0621.geopotential number by the normal gravity value computed on the
 CK0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0621.degrees latitude (g = 980.6199 gals.).
 CK0621
 CK0621.The modeled gravity was interpolated from observed gravity values.
 CK0621
 CK0621;                    North         East    Units  Estimated Accuracy
 CK0621;SPC GA E     -   259,420.      286,920.      MT  (+/- 180 meters Scaled)
 CK0621
 CK0621                          SUPERSEDED SURVEY CONTROL
 CK0621
 CK0621  NGVD 29 (03/21/89)   19.924  (m)           65.37   (f) ADJUSTED    1 2
 CK0621
 CK0621.Superseded values are not recommended for survey control.
 CK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0621.See file dsdata.txt to determine how the superseded data were derived.
 CK0621
 CK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR771777(NAD 83)
 CK0621_MARKER: P = PIPE CAP
 CK0621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0621_STAMPING: 65.312 65 1917
 CK0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0621
 CK0621  HISTORY     - Date     Condition        Report By
 CK0621  HISTORY     - 1917     MONUMENTED       USGS
 CK0621  HISTORY     - 1955     GOOD             NGS
 CK0621  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK0621
 CK0621                          STATION DESCRIPTION
 CK0621
 CK0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0621'2.7 MI N FROM RINCON.
 CK0621'ABOUT 2.7 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0621'THE OVERPASS OF STATE HIGHWAY 21 OVER THE TRACK AT RINCON,
 CK0621'ABOUT 536 YARDS SOUTH OF CROSSING OF STATE HIGHWAY 275, ABOUT
 CK0621'416 YARDS SOUTH OF MILE POST 479, AT A WOODS ROAD CROSSING,
 CK0621'28 1/2 FEET EAST OF EAST RAIL, 47 1/2 FEET NORTHEAST OF CENTER
 CK0621'OF CROSSING, 53 1/2 FEET NORTHEAST AND ACROSS WOODS ROAD FROM A
 CK0621'CROSSING SIGN, 101 FEET NORTH AND ACROSS WOODS ROAD FROM A POWER
 CK0621'POLE AND ABOUT 1 1/2 FEET WEST OF THE ROW OF POLES, ABOUT 1/2
 CK0621'FOOT ABOVE LEVEL OF TRACK AND PROJECTING 12 INCHES.
 CK0621
 CK0621                          STATION RECOVERY (2001)
 CK0621
 CK0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1248 ***********************************************************************
 BS1248  DESIGNATION -  65 WLC USGS
 BS1248  PID         -  BS1248
 BS1248  STATE/COUNTY-  GA/COOK
 BS1248  USGS QUAD   -  CECIL (1973)
 BS1248
 BS1248                         *CURRENT SURVEY CONTROL
 BS1248  ___________________________________________________________________
 BS1248* NAD 83(1986)-  31 06 02.     (N)    083 29 04.     (W)     SCALED    
 BS1248* NAVD 88     -        69.731  (meters)     228.78   (feet)  ADJUSTED  
 BS1248  ___________________________________________________________________
 BS1248  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BS1248  DYNAMIC HT  -          69.644 (meters)     228.49  (feet)  COMP
 BS1248  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 BS1248
 BS1248  VERT ORDER  -  SECOND    CLASS 0
 BS1248
 BS1248.The horizontal coordinates were scaled from a topographic map and have
 BS1248.an estimated accuracy of +/- 6 seconds.
 BS1248
 BS1248.The orthometric height was determined by differential leveling
 BS1248.and adjusted by the National Geodetic Survey in June 1991..
 BS1248
 BS1248.The geoid height was determined by GEOID03.
 BS1248
 BS1248.The dynamic height is computed by dividing the NAVD 88
 BS1248.geopotential number by the normal gravity value computed on the
 BS1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1248.degrees latitude (g = 980.6199 gals.).
 BS1248
 BS1248.The modeled gravity was interpolated from observed gravity values.
 BS1248
 BS1248;                    North         East    Units  Estimated Accuracy
 BS1248;SPC GA W     -   122,200.      765,080.      MT  (+/- 180 meters Scaled)
 BS1248
 BS1248                          SUPERSEDED SURVEY CONTROL
 BS1248
 BS1248.No superseded survey control is available for this station.
 BS1248
 BS1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ630434(NAD 83)
 BS1248_MARKER: DD = SURVEY DISK
 BS1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1248_SP_SET: CULVERT
 BS1248_STAMPING: 65 WLC 1972
 BS1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1248
 BS1248  HISTORY     - Date     Condition        Report By
 BS1248  HISTORY     - 1972     MONUMENTED       USGS
 BS1248  HISTORY     - 1973     GOOD             NGS
 BS1248
 BS1248                          STATION DESCRIPTION
 BS1248
 BS1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1248'8.65 MI SW FROM ADEL.
 BS1248'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1248'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 4.0
 BS1248'MILES SOUTH ALONG COUNTY ROAD 15, ABOUT 0.15 MILE NORTHWEST OF AN
 BS1248'INTERSECTION OF COUNTY ROAD 15 AND A PAVED CROSS ROAD, 19 FEET
 BS1248'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND 0.8 FOOT
 BS1248'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL FOR
 BS1248'A 6-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, ABOUT 1/2 FOOT ABOVE THE
 BS1248'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0451 ***********************************************************************
 DF0451  DESIGNATION -  650
 DF0451  PID         -  DF0451
 DF0451  STATE/COUNTY-  GA/GREENE
 DF0451  USGS QUAD   -  GREENSBORO (1985)
 DF0451
 DF0451                         *CURRENT SURVEY CONTROL
 DF0451  ___________________________________________________________________
 DF0451* NAD 83(1986)-  33 34 33.     (N)    083 10 56.     (W)     SCALED    
 DF0451* NAVD 88     -       198.150  (meters)     650.10   (feet)  ADJUSTED  
 DF0451  ___________________________________________________________________
 DF0451  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DF0451  DYNAMIC HT  -         197.944 (meters)     649.42  (feet)  COMP
 DF0451  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 DF0451
 DF0451  VERT ORDER  -  SECOND    CLASS 0
 DF0451
 DF0451.The horizontal coordinates were scaled from a topographic map and have
 DF0451.an estimated accuracy of +/- 6 seconds.
 DF0451
 DF0451.The orthometric height was determined by differential leveling
 DF0451.and adjusted by the National Geodetic Survey in June 1991..
 DF0451
 DF0451.The geoid height was determined by GEOID03.
 DF0451
 DF0451.The dynamic height is computed by dividing the NAVD 88
 DF0451.geopotential number by the normal gravity value computed on the
 DF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0451.degrees latitude (g = 980.6199 gals.).
 DF0451
 DF0451.The modeled gravity was interpolated from observed gravity values.
 DF0451
 DF0451;                    North         East    Units  Estimated Accuracy
 DF0451;SPC GA E     -   396,920.      105,720.      MT  (+/- 180 meters Scaled)
 DF0451
 DF0451                          SUPERSEDED SURVEY CONTROL
 DF0451
 DF0451  NGVD 29 (??/??/92)  198.256  (m)          650.44   (f) ADJ UNCH    2 0
 DF0451
 DF0451.Superseded values are not recommended for survey control.
 DF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0451.See file dsdata.txt to determine how the superseded data were derived.
 DF0451
 DF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT974172(NAD 83)
 DF0451_MARKER: DD = SURVEY DISK
 DF0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0451_SP_SET: BUILDING
 DF0451_STAMPING: PRIM TRAV STA NO 8 1903 1906 ATLANTA GA 650.445
 DF0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0451
 DF0451  HISTORY     - Date     Condition        Report By
 DF0451  HISTORY     - 1906     MONUMENTED       USGS
 DF0451  HISTORY     - 1953     GOOD             NGS
 DF0451  HISTORY     - 1984     GOOD             LOCSUR
 DF0451
 DF0451                          STATION DESCRIPTION
 DF0451
 DF0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0451'AT GREENSBORO.
 DF0451'THE ORIGINAL DESCRIPTION IS ADEQUATE.  AT GREENSBORO, GREENE
 DF0451'COUNTY, IN THE FRONT FACE OF THE COUNTY COURTHOUSE, 1 FOOT NORTH
 DF0451'OF THE SOUTHWEST CORNER, 4 FEET ABOVE THE WATER TABLE, AND SET
 DF0451'VERTICALLY.
 DF0451
 DF0451                          STATION RECOVERY (1984)
 DF0451
 DF0451'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 DF0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0027 ***********************************************************************
 CM0027  DESIGNATION -  651.49
 CM0027  PID         -  CM0027
 CM0027  STATE/COUNTY-  GA/TAYLOR
 CM0027  USGS QUAD   -  BUTLER EAST (1971)
 CM0027
 CM0027                         *CURRENT SURVEY CONTROL
 CM0027  ___________________________________________________________________
 CM0027* NAD 83(1986)-  32 33 40.     (N)    084 14 39.     (W)     SCALED    
 CM0027* NAVD 88     -       198.434  (meters)     651.03   (feet)  ADJUSTED  
 CM0027  ___________________________________________________________________
 CM0027  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM0027  DYNAMIC HT  -         198.213 (meters)     650.30  (feet)  COMP
 CM0027  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 CM0027
 CM0027  VERT ORDER  -  FIRST     CLASS II
 CM0027
 CM0027.The horizontal coordinates were scaled from a topographic map and have
 CM0027.an estimated accuracy of +/- 6 seconds.
 CM0027
 CM0027.The orthometric height was determined by differential leveling
 CM0027.and adjusted by the National Geodetic Survey in June 1991..
 CM0027
 CM0027.The geoid height was determined by GEOID03.
 CM0027
 CM0027.The dynamic height is computed by dividing the NAVD 88
 CM0027.geopotential number by the normal gravity value computed on the
 CM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0027.degrees latitude (g = 980.6199 gals.).
 CM0027
 CM0027.The modeled gravity was interpolated from observed gravity values.
 CM0027
 CM0027;                    North         East    Units  Estimated Accuracy
 CM0027;SPC GA W     -   283,940.      692,720.      MT  (+/- 180 meters Scaled)
 CM0027
 CM0027                          SUPERSEDED SURVEY CONTROL
 CM0027
 CM0027  NGVD 29 (??/??/92)  198.521  (m)          651.31   (f) ADJ UNCH    1 2
 CM0027
 CM0027.Superseded values are not recommended for survey control.
 CM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0027.See file dsdata.txt to determine how the superseded data were derived.
 CM0027
 CM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB587059(NAD 83)
 CM0027_MARKER: Q = CHISELED SQUARE
 CM0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0027_SP_SET: CONCRETE FOUNDATION
 CM0027_STAMPING: 651.49
 CM0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0027
 CM0027  HISTORY     - Date     Condition        Report By
 CM0027  HISTORY     - UNK      MONUMENTED
 CM0027  HISTORY     - 1966     GOOD             NGS
 CM0027
 CM0027                          STATION DESCRIPTION
 CM0027
 CM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CM0027'0.4 MI WNW FROM BUTLER.
 CM0027'ABOUT 0.35 MILE W AND 0.2 MILE N ALONG HWY. AND STREETS FROM
 CM0027'COURTHOUSE IN BUTLER, ABOUT 90 YARDS NW OF THE ENTRANCE TO BUTLER
 CM0027'AIRPORT, IN THE SW TOP CORNER OF A 5-BY 6-FOOT CONCRETE BOX
 CM0027'TROUGH WITH 8-INCH WALLS STANDING A FOOT OR FOOT AND A HALF ABOVE
 CM0027'GROUND WHICH TROUGH WAS THE FOUNDATION OF A NOW REMOVED WATER
 CM0027'TANK, ABOUT 16 YARDS SE OF A 5-FOOT SQUARE SHALLOW CONCRETE
 CM0027'CISTERN, A CROSS INCISED IN THE TOP OF THE CONCRETE WITH 651.49
 CM0027'INCISED ADJACENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1622 ***********************************************************************
 BE1622  DESIGNATION -  66 JWM USGS
 BE1622  PID         -  BE1622
 BE1622  STATE/COUNTY-  GA/SEMINOLE
 BE1622  USGS QUAD   -  DESSER (1993)
 BE1622
 BE1622                         *CURRENT SURVEY CONTROL
 BE1622  ___________________________________________________________________
 BE1622* NAD 83(1986)-  30 53 10.     (N)    084 51 09.     (W)     SCALED    
 BE1622* NAVD 88     -        37.517  (meters)     123.09   (feet)  ADJUSTED  
 BE1622  ___________________________________________________________________
 BE1622  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BE1622  DYNAMIC HT  -          37.469 (meters)     122.93  (feet)  COMP
 BE1622  MODELED GRAV-     979,366.7   (mgal)                       NAVD 88
 BE1622
 BE1622  VERT ORDER  -  SECOND    CLASS 0
 BE1622
 BE1622.The horizontal coordinates were scaled from a topographic map and have
 BE1622.an estimated accuracy of +/- 6 seconds.
 BE1622
 BE1622.The orthometric height was determined by differential leveling
 BE1622.and adjusted by the National Geodetic Survey in June 1991..
 BE1622
 BE1622.The geoid height was determined by GEOID03.
 BE1622
 BE1622.The dynamic height is computed by dividing the NAVD 88
 BE1622.geopotential number by the normal gravity value computed on the
 BE1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1622.degrees latitude (g = 980.6199 gals.).
 BE1622
 BE1622.The modeled gravity was interpolated from observed gravity values.
 BE1622
 BE1622;                    North         East    Units  Estimated Accuracy
 BE1622;SPC GA W     -    98,430.      634,430.      MT  (+/- 180 meters Scaled)
 BE1622
 BE1622                          SUPERSEDED SURVEY CONTROL
 BE1622
 BE1622  NGVD 29 (??/??/92)   37.647  (m)          123.51   (f) ADJ UNCH    2 0
 BE1622
 BE1622.Superseded values are not recommended for survey control.
 BE1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1622.See file dsdata.txt to determine how the superseded data were derived.
 BE1622
 BE1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV052189(NAD 83)
 BE1622_MARKER: DD = SURVEY DISK
 BE1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1622_STAMPING: 66 JWM 1951 124
 BE1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1622+STABILITY: SURFACE MOTION
 BE1622
 BE1622  HISTORY     - Date     Condition        Report By
 BE1622  HISTORY     - 1951     MONUMENTED       USGS
 BE1622  HISTORY     - 1952     GOOD             NGS
 BE1622
 BE1622                          STATION DESCRIPTION
 BE1622
 BE1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1622'0.6 MI E FROM DESSER.
 BE1622'ABOUT 0.65 MILE EAST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1622'AND SALEM CHURCH AND CEMETERY AT DESSER, AT A NORTH-SOUTH
 BE1622'CROSSROAD, 32 FEET NORTH OF CENTER LINE OF ROAD WEST, 84 FEET
 BE1622'WEST OF CENTER LINE OF ROAD NORTH, 11 FEET NORTH OF A FENCE
 BE1622'CORNER, 2 1/2 FEET EAST OF A FENCE LINE, 1 FOOT WEST OF A WHITE
 BE1622'WOODEN WITNESS POST, ABOUT LEVEL WITH ROADS AND SET IN THE TOP
 BE1622'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2289 ***********************************************************************
 BT2289  DESIGNATION -  66 NDS
 BT2289  PID         -  BT2289
 BT2289  STATE/COUNTY-  GA/DOUGHERTY
 BT2289  USGS QUAD   -  ALBANY WEST (1988)
 BT2289
 BT2289                         *CURRENT SURVEY CONTROL
 BT2289  ___________________________________________________________________
 BT2289* NAD 83(1994)-  31 33 20.53696(N)    084 07 55.90887(W)     ADJUSTED  
 BT2289* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 BT2289  ___________________________________________________________________
 BT2289  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BT2289  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT2289
 BT2289  HORZ ORDER  -  SECOND
 BT2289
 BT2289.The horizontal coordinates were established by classical geodetic methods
 BT2289.and adjusted by the National Geodetic Survey in September 1997..
 BT2289.No horizontal observational check was made to the station.
 BT2289
 BT2289.The orthometric height was scaled from a topographic map.
 BT2289
 BT2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2289
 BT2289.The geoid height was determined by GEOID03.
 BT2289
 BT2289;                    North         East     Units Scale Factor Converg.
 BT2289;SPC GA W     -   172,457.540   703,272.437   MT  0.99990013   +0 01 04.9
 BT2289;SPC GA W     -   565,804.45  2,307,319.65   sFT  0.99990013   +0 01 04.9
 BT2289;UTM  16      - 3,494,757.851   772,229.168   MT  1.00051414   +1 30 06.2
 BT2289
 BT2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2289!SPC GA W     -   0.99999537  x   0.99990013  =   0.99989550
 BT2289!UTM  16      -   0.99999537  x   1.00051414  =   1.00050951
 BT2289
 BT2289                          SUPERSEDED SURVEY CONTROL
 BT2289
 BT2289  NAD 83(1986)-  31 33 20.54305(N)    084 07 55.91502(W) AD(       ) 2
 BT2289
 BT2289.Superseded values are not recommended for survey control.
 BT2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2289.See file dsdata.txt to determine how the superseded data were derived.
 BT2289
 BT2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7222994758(NAD 83)
 BT2289_MARKER: A = ALUMINUM MARKER
 BT2289_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2289_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2289_STAMPING: 66 NDS 1987
 BT2289_MARK LOGO: GA-095
 BT2289_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2289+STABILITY: POSITION/ELEVATION WELL
 BT2289
 BT2289  HISTORY     - Date     Condition        Report By
 BT2289  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2289
 BT2289                          STATION DESCRIPTION
 BT2289
 BT2289'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2289'MARK LOCATED IN SOUTHEAST ALBANY, IN DOUGHERTY COUNTY, GEORGIA. MARK
 BT2289'IS AZIMUTH MARK FOR GPS STATION---G 65 NDS 1987.
 BT2289'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 65 NDS 1987, GO
 BT2289'NORTHWEST ON MOULTRIE ROAD FOR 0.38 MI (0.61 KM) TO THE SOUTHVIEW
 BT2289'CHURCH OF GOD, AND THE AZIMUTH MARK ON THE SOUTHWEST SIDE OF THE ROAD
 BT2289'.
 BT2289'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2289'CONTROL SURVEY, STAMPED 66 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2289'ROD DRIVEN TO A REFUSAL DEPTH OF 20.0 FT (6.10 M) . THE MARK IS
 BT2289'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON  COVER. THE
 BT2289'TOP OF THE COVER IS 0.80 FT (0.24 M) BELOW THE SURFACE OF THE GROUND,
 BT2289'AND IS ABOUT P.30 FT (0.09 M) BELOW THE CENTERLINE OF MOULTRIE ROAD.
 BT2289'THE MARK IS 0.8 FT (0.24 M) BELOW THE TOP OF THE COVER.
 BT2289'THE MARK IS LOCATED 37.1 FT (11.31 M) WEST OF THE CENTERLINE  OF
 BT2289'MOULTRIE ROAD, 9.3 FT (2.83 M) SOUTHWEST OF THE CENTER OF AN EXPOSED
 BT2289'MANHOLE COVER, 52.7 FT (16.06 M) NORTHWEST OF A POWER POLE, 39.2 FT
 BT2289'(11.95 M) SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK PLANTER, AND
 BT2289'2028.9 FT (618.41 M) NORTHWEST OF THE GPS STATION G 65 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1247 ***********************************************************************
 BS1247  DESIGNATION -  66 WLC USGS
 BS1247  PID         -  BS1247
 BS1247  STATE/COUNTY-  GA/COOK
 BS1247  USGS QUAD   -  CECIL (1973)
 BS1247
 BS1247                         *CURRENT SURVEY CONTROL
 BS1247  ___________________________________________________________________
 BS1247* NAD 83(1986)-  31 06 29.     (N)    083 29 29.     (W)     SCALED    
 BS1247* NAVD 88     -        72.228  (meters)     236.97   (feet)  ADJUSTED  
 BS1247  ___________________________________________________________________
 BS1247  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BS1247  DYNAMIC HT  -          72.139 (meters)     236.68  (feet)  COMP
 BS1247  MODELED GRAV-     979,400.3   (mgal)                       NAVD 88
 BS1247
 BS1247  VERT ORDER  -  SECOND    CLASS 0
 BS1247
 BS1247.The horizontal coordinates were scaled from a topographic map and have
 BS1247.an estimated accuracy of +/- 6 seconds.
 BS1247
 BS1247.The orthometric height was determined by differential leveling
 BS1247.and adjusted by the National Geodetic Survey in June 1991..
 BS1247
 BS1247.The geoid height was determined by GEOID03.
 BS1247
 BS1247.The dynamic height is computed by dividing the NAVD 88
 BS1247.geopotential number by the normal gravity value computed on the
 BS1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1247.degrees latitude (g = 980.6199 gals.).
 BS1247
 BS1247.The modeled gravity was interpolated from observed gravity values.
 BS1247
 BS1247;                    North         East    Units  Estimated Accuracy
 BS1247;SPC GA W     -   123,030.      764,410.      MT  (+/- 180 meters Scaled)
 BS1247
 BS1247                          SUPERSEDED SURVEY CONTROL
 BS1247
 BS1247.No superseded survey control is available for this station.
 BS1247
 BS1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ623442(NAD 83)
 BS1247_MARKER: DD = SURVEY DISK
 BS1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1247_STAMPING: 66 WLC 1972
 BS1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1247+STABILITY: SURFACE MOTION
 BS1247
 BS1247  HISTORY     - Date     Condition        Report By
 BS1247  HISTORY     - 1972     MONUMENTED       USGS
 BS1247  HISTORY     - 1973     GOOD             NGS
 BS1247
 BS1247                          STATION DESCRIPTION
 BS1247
 BS1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1247'7.95 MI SW FROM ADEL.
 BS1247'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1247'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 3.3
 BS1247'MILES SOUTH ALONG COUNTY ROAD 15, 51 FEET NORTHEAST OF THE CENTER OF
 BS1247'AN INTERSECTION OF COUNTY ROAD 15 AND AN EAST-WEST COUNTY ROAD, 51
 BS1247'FEET EAST OF THE CENTER LINE OF COUNTY ROAD 15, 38 FEET NORTH OF THE
 BS1247'CENTER LINE OF THE EAST-WEST COUNTY ROAD, 14 1/2 FEET NORTHWEST OF A
 BS1247'FENCE CORNER POST, 5 1/2 FEET SOUTHEAST OF A POLE THAT BEARS A
 BS1247'TELEPHONE CABLE, 1 1/2 FEET SOUTHWEST OF A FENCE, 0.6 FOOT SOUTHWEST
 BS1247'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF COUNTY ROAD
 BS1247'15, AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BS1247'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0675 ***********************************************************************
 EE0675  DESIGNATION -  668
 EE0675  PID         -  EE0675
 EE0675  STATE/COUNTY-  GA/CHATTOOGA
 EE0675  USGS QUAD   -  SUMMERVILLE (1967)
 EE0675
 EE0675                         *CURRENT SURVEY CONTROL
 EE0675  ___________________________________________________________________
 EE0675* NAD 83(1986)-  34 28 50.     (N)    085 20 54.     (W)     SCALED    
 EE0675* NAVD 88     -       199.328  (meters)     653.96   (feet)  ADJUSTED  
 EE0675  ___________________________________________________________________
 EE0675  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE0675  DYNAMIC HT  -         199.128 (meters)     653.31  (feet)  COMP
 EE0675  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 EE0675
 EE0675  VERT ORDER  -  SECOND    CLASS 0
 EE0675
 EE0675.The horizontal coordinates were scaled from a topographic map and have
 EE0675.an estimated accuracy of +/- 6 seconds.
 EE0675
 EE0675.The orthometric height was determined by differential leveling
 EE0675.and adjusted by the National Geodetic Survey in June 1991..
 EE0675
 EE0675.The geoid height was determined by GEOID03.
 EE0675
 EE0675.The dynamic height is computed by dividing the NAVD 88
 EE0675.geopotential number by the normal gravity value computed on the
 EE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0675.degrees latitude (g = 980.6199 gals.).
 EE0675
 EE0675.The modeled gravity was interpolated from observed gravity values.
 EE0675
 EE0675;                    North         East    Units  Estimated Accuracy
 EE0675;SPC GA W     -   497,440.      591,460.      MT  (+/- 180 meters Scaled)
 EE0675
 EE0675                          SUPERSEDED SURVEY CONTROL
 EE0675
 EE0675  NGVD 29 (??/??/92)  199.314  (m)          653.92   (f) ADJ UNCH    2 0
 EE0675
 EE0675.Superseded values are not recommended for survey control.
 EE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0675.See file dsdata.txt to determine how the superseded data were derived.
 EE0675
 EE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD516166(NAD 83)
 EE0675_MARKER: DD = SURVEY DISK
 EE0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0675_SP_SET: BUILDING
 EE0675_STAMPING: 668
 EE0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0675
 EE0675  HISTORY     - Date     Condition        Report By
 EE0675  HISTORY     - UNK      MONUMENTED       USGS
 EE0675  HISTORY     - 1972     GOOD             NGS
 EE0675
 EE0675                          STATION DESCRIPTION
 EE0675
 EE0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0675'AT SUMMERVILLE.
 EE0675'AT SUMMERVILLE, 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 27 (COMMERCE
 EE0675'STREET) FROM THE POST OFFICE, AT THE CHATTOOGA COUNTY COURTHOUSE,
 EE0675'SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST WALL AND
 EE0675'1.0 FOOT SOUTHWEST OF THE EAST CORNER OF THE COURTHOUSE BUILDING,
 EE0675'1.6 FEET BELOW THE SOUTHWEST EDGE OF THE CORNERSTONE, 35 FEET
 EE0675'NORTHWEST OF THE NORTHWEST CURB OF COMMERCE STREET, 43 1/2 FEET
 EE0675'SOUTHWEST OF THE SOUTHWEST CURB OF WASHINGTON STREET, AND 3.6
 EE0675'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1620 ***********************************************************************
 BE1620  DESIGNATION -  67 JWM USGS
 BE1620  PID         -  BE1620
 BE1620  STATE/COUNTY-  GA/SEMINOLE
 BE1620  USGS QUAD   -  DESSER (1993)
 BE1620
 BE1620                         *CURRENT SURVEY CONTROL
 BE1620  ___________________________________________________________________
 BE1620* NAD 83(1986)-  30 53 08.     (N)    084 49 12.     (W)     SCALED    
 BE1620* NAVD 88     -        33.918  (meters)     111.28   (feet)  ADJUSTED  
 BE1620  ___________________________________________________________________
 BE1620  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BE1620  DYNAMIC HT  -          33.875 (meters)     111.14  (feet)  COMP
 BE1620  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 BE1620
 BE1620  VERT ORDER  -  SECOND    CLASS 0
 BE1620
 BE1620.The horizontal coordinates were scaled from a topographic map and have
 BE1620.an estimated accuracy of +/- 6 seconds.
 BE1620
 BE1620.The orthometric height was determined by differential leveling
 BE1620.and adjusted by the National Geodetic Survey in June 1991..
 BE1620
 BE1620.The geoid height was determined by GEOID03.
 BE1620
 BE1620.The dynamic height is computed by dividing the NAVD 88
 BE1620.geopotential number by the normal gravity value computed on the
 BE1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1620.degrees latitude (g = 980.6199 gals.).
 BE1620
 BE1620.The modeled gravity was interpolated from observed gravity values.
 BE1620
 BE1620;                    North         East    Units  Estimated Accuracy
 BE1620;SPC GA W     -    98,350.      637,540.      MT  (+/- 180 meters Scaled)
 BE1620
 BE1620                          SUPERSEDED SURVEY CONTROL
 BE1620
 BE1620  NGVD 29 (??/??/92)   34.050  (m)          111.71   (f) ADJ UNCH    2 0
 BE1620
 BE1620.Superseded values are not recommended for survey control.
 BE1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1620.See file dsdata.txt to determine how the superseded data were derived.
 BE1620
 BE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV083189(NAD 83)
 BE1620_MARKER: DD = SURVEY DISK
 BE1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1620_STAMPING: 67 JWM 1951 112
 BE1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1620+STABILITY: SURFACE MOTION
 BE1620
 BE1620  HISTORY     - Date     Condition        Report By
 BE1620  HISTORY     - 1951     MONUMENTED       USGS
 BE1620  HISTORY     - 1952     GOOD             NGS
 BE1620
 BE1620                          STATION DESCRIPTION
 BE1620
 BE1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1620'2.6 MI E FROM DESSER.
 BE1620'ABOUT 2.6 MILES EAST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1620'AND SALEM CHURCH AND CEMETERY AT DESSER, ON THE OUTSIDE OF A
 BE1620'CURVE IN ROAD WITH TANGENTS EXTENDING WEST AND SOUTHEAST AND
 BE1620'AT THE JUNCTION OF A NARROW DIRT ROAD LEADING EAST, 23 FEET
 BE1620'NORTHEAST OF CENTER LINE OF ROAD, 17 FEET SOUTH OF CENTER
 BE1620'LINE OF ROAD EAST, 10 FEET SOUTHEAST OF A 6-INCH OAK TREE,
 BE1620'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BE1620'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE1620'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1246 ***********************************************************************
 BS1246  DESIGNATION -  67 WLC USGS
 BS1246  PID         -  BS1246
 BS1246  STATE/COUNTY-  GA/COOK
 BS1246  USGS QUAD   -  CECIL (1973)
 BS1246
 BS1246                         *CURRENT SURVEY CONTROL
 BS1246  ___________________________________________________________________
 BS1246* NAD 83(1986)-  31 07 27.     (N)    083 29 55.     (W)     SCALED    
 BS1246* NAVD 88     -        70.306  (meters)     230.66   (feet)  ADJUSTED  
 BS1246  ___________________________________________________________________
 BS1246  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BS1246  DYNAMIC HT  -          70.219 (meters)     230.38  (feet)  COMP
 BS1246  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 BS1246
 BS1246  VERT ORDER  -  SECOND    CLASS 0
 BS1246
 BS1246.The horizontal coordinates were scaled from a topographic map and have
 BS1246.an estimated accuracy of +/- 6 seconds.
 BS1246
 BS1246.The orthometric height was determined by differential leveling
 BS1246.and adjusted by the National Geodetic Survey in June 1991..
 BS1246
 BS1246.The geoid height was determined by GEOID03.
 BS1246
 BS1246.The dynamic height is computed by dividing the NAVD 88
 BS1246.geopotential number by the normal gravity value computed on the
 BS1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1246.degrees latitude (g = 980.6199 gals.).
 BS1246
 BS1246.The modeled gravity was interpolated from observed gravity values.
 BS1246
 BS1246;                    North         East    Units  Estimated Accuracy
 BS1246;SPC GA W     -   124,810.      763,710.      MT  (+/- 180 meters Scaled)
 BS1246
 BS1246                          SUPERSEDED SURVEY CONTROL
 BS1246
 BS1246.No superseded survey control is available for this station.
 BS1246
 BS1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ617460(NAD 83)
 BS1246_MARKER: DD = SURVEY DISK
 BS1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1246_SP_SET: CULVERT
 BS1246_STAMPING: 67 WLC 1972
 BS1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1246
 BS1246  HISTORY     - Date     Condition        Report By
 BS1246  HISTORY     - 1972     MONUMENTED       USGS
 BS1246  HISTORY     - 1973     GOOD             NGS
 BS1246
 BS1246                          STATION DESCRIPTION
 BS1246
 BS1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1246'6.7 MI SW FROM ADEL.
 BS1246'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1246'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 2.05
 BS1246'MILES SOUTH ALONG COUNTY ROAD 15, ABOUT 0.4 MILE SOUTH OF AN
 BS1246'INTERSECTION OF THE COUNTY ROAD AND AN EAST-WEST CROSS ROAD, ABOUT 0.1
 BS1246'MILE NORTH OF A JUNCTION OF THE COUNTY ROAD AND A DIRT ROAD LEADING
 BS1246'NORTHEAST, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 BS1246'AND 0.8 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL FOR
 BS1246'AN 11-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, ABOUT LEVEL WITH THE
 BS1246'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4331 ***********************************************************************
 AB4331  DESIGNATION -  677
 AB4331  PID         -  AB4331
 AB4331  STATE/COUNTY-  GA/DE KALB
 AB4331  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4331
 AB4331                         *CURRENT SURVEY CONTROL
 AB4331  ___________________________________________________________________
 AB4331* NAD 83(1994)-  33 50 56.47690(N)    084 15 26.79895(W)     ADJUSTED  
 AB4331* NAVD 88     -       322.0    (meters)    1056.     (feet)  GPS OBS   
 AB4331  ___________________________________________________________________
 AB4331  X           -     530,596.506 (meters)                     COMP
 AB4331  Y           -  -5,276,235.346 (meters)                     COMP
 AB4331  Z           -   3,532,713.485 (meters)                     COMP
 AB4331  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB4331  ELLIP HEIGHT-         292.44  (meters)          (09/03/97) GPS OBS
 AB4331  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 AB4331
 AB4331  HORZ ORDER  -  FIRST
 AB4331  ELLP ORDER  -  FOURTH    CLASS II
 AB4331
 AB4331.The horizontal coordinates were established by GPS observations
 AB4331.and adjusted by the National Geodetic Survey in September 1997..
 AB4331
 AB4331.The orthometric height was determined by GPS observations and a
 AB4331.high-resolution geoid model.
 AB4331
 AB4331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4331
 AB4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4331
 AB4331.The ellipsoidal height was determined by GPS observations
 AB4331.and is referenced to NAD 83.
 AB4331
 AB4331.The geoid height was determined by GEOID03.
 AB4331
 AB4331;                    North         East     Units Scale Factor Converg.
 AB4331;SPC GA W     -   426,762.366   691,599.572   MT  0.99990087   -0 03 02.0
 AB4331;SPC GA W     - 1,400,136.20  2,269,022.93   sFT  0.99990087   -0 03 02.0
 AB4331;UTM  16      - 3,748,800.312   753,753.348   MT  1.00039386   +1 31 42.4
 AB4331
 AB4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4331!SPC GA W     -   0.99995409  x   0.99990087  =   0.99985497
 AB4331!UTM  16      -   0.99995409  x   1.00039386  =   1.00034793
 AB4331
 AB4331|---------------------------------------------------------------------|
 AB4331| PID    Reference Object                     Distance      Geod. Az  |
 AB4331|                                                           dddmmss.s |
 AB4331| AB4260 5049                                294.082 METERS 30134     |
 AB4331|---------------------------------------------------------------------|
 AB4331
 AB4331                          SUPERSEDED SURVEY CONTROL
 AB4331
 AB4331  NAD 83(1994)-  33 50 56.47665(N)    084 15 26.79836(W) AD(       ) 1
 AB4331  ELLIP H (06/18/96)  292.45   (m)                       GP(       ) 4 1
 AB4331
 AB4331.Superseded values are not recommended for survey control.
 AB4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4331.See file dsdata.txt to determine how the superseded data were derived.
 AB4331
 AB4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5375348800(NAD 83)
 AB4331_MARKER: DB = BENCH MARK DISK
 AB4331_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4331_STAMPING: 677
 AB4331_MARK LOGO: GA-089
 AB4331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4331+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 AB4331
 AB4331  HISTORY     - Date     Condition        Report By
 AB4331  HISTORY     - UNK      MONUMENTED       GA-089
 AB4331  HISTORY     - 19950327 GOOD             MSI
 AB4331  HISTORY     - 20030705 GOOD             USPSQD
 AB4331  HISTORY     - 20051111 GOOD             GEOCAC
 AB4331
 AB4331                          STATION DESCRIPTION
 AB4331
 AB4331'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4331'TO REACH THE STATION FROM THE INTERSECTION OF BRIARCLIFF RD. AND
 AB4331'HENDERSON MILL RD., STATION LOCATED DIRECTLY ACROSS THE ROAD (SW) FROM
 AB4331'THE CONCRETE TRAFFIC ISLAND THAT DIVIDES THE TWO ROADS AT A
 AB4331'Y-INTERSECTION, STATION IN SIDEWALK. STATION IS A BRASS DISK SET IN A
 AB4331'CONCRETE DRIVEWAY STAMPED 667 AND IS LOCATED 14.6 FT (4.5 M) NORTHEAST
 AB4331'OF BACK OF CURB (PARKING LOT), 71.5 FT (21.8 M) SOUTHEAST OF POWER
 AB4331'POLE, 4.9 FT (1.5 M) OF BACK OF CURB (BRIARCLIFF RD.).
 AB4331
 AB4331                          STATION RECOVERY (2003)
 AB4331
 AB4331'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 AB4331'RECOVERED IN GOOD CONDITION.
 AB4331
 AB4331                          STATION RECOVERY (2005)
 AB4331
 AB4331'RECOVERY NOTE BY GEOCACHING 2005 (RBD)
 AB4331'RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  BLUE TRIANGLE AROUND
 AB4331'MARK ASSISTS IN LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0213 ***********************************************************************
 BR0213  DESIGNATION -  68
 BR0213  PID         -  BR0213
 BR0213  STATE/COUNTY-  GA/BRANTLEY
 BR0213  USGS QUAD   -  WAYNESVILLE (1993)
 BR0213
 BR0213                         *CURRENT SURVEY CONTROL
 BR0213  ___________________________________________________________________
 BR0213* NAD 83(1986)-  31 13 28.     (N)    081 50 38.     (W)     SCALED    
 BR0213* NAVD 88     -        20.491  (meters)      67.23   (feet)  ADJUSTED  
 BR0213  ___________________________________________________________________
 BR0213  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 BR0213  DYNAMIC HT  -          20.466 (meters)      67.15  (feet)  COMP
 BR0213  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BR0213
 BR0213  VERT ORDER  -  SECOND    CLASS 0
 BR0213
 BR0213.The horizontal coordinates were scaled from a topographic map and have
 BR0213.an estimated accuracy of +/- 6 seconds.
 BR0213
 BR0213.The orthometric height was determined by differential leveling
 BR0213.and adjusted by the National Geodetic Survey in June 1991..
 BR0213
 BR0213.The geoid height was determined by GEOID03.
 BR0213
 BR0213.The dynamic height is computed by dividing the NAVD 88
 BR0213.geopotential number by the normal gravity value computed on the
 BR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0213.degrees latitude (g = 980.6199 gals.).
 BR0213
 BR0213.The modeled gravity was interpolated from observed gravity values.
 BR0213
 BR0213;                    North         East    Units  Estimated Accuracy
 BR0213;SPC GA E     -   135,780.      230,750.      MT  (+/- 180 meters Scaled)
 BR0213
 BR0213                          SUPERSEDED SURVEY CONTROL
 BR0213
 BR0213  NGVD 29 (??/??/92)   20.822  (m)           68.31   (f) ADJ UNCH    2 0
 BR0213
 BR0213.Superseded values are not recommended for survey control.
 BR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0213.See file dsdata.txt to determine how the superseded data were derived.
 BR0213
 BR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ196547(NAD 83)
 BR0213_MARKER: P = PIPE CAP
 BR0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0213_STAMPING: 68 1917
 BR0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0213
 BR0213  HISTORY     - Date     Condition        Report By
 BR0213  HISTORY     - 1917     MONUMENTED       USGS
 BR0213  HISTORY     - 1938     GOOD             NGS
 BR0213
 BR0213                          STATION DESCRIPTION
 BR0213
 BR0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BR0213'AT ATKINSON.
 BR0213'AT ATKINSON, BRANTLEY COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 BR0213'ABOUT 100 FEET WEST OF THE STATION, 50 YARDS EAST OF A SWITCH AT
 BR0213'THE WEST END OF A SIDETRACK, 38 FEET SOUTH OF THE SOUTH RAIL OF
 BR0213'THE MAIN TRACK, AND 26 FEET SOUTH OF THE SOUTH RAIL OF THE
 BR0213'SIDETRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 BR0213'68 1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 BR0213'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1111 ***********************************************************************
 BS1111  DESIGNATION -  68
 BS1111  PID         -  BS1111
 BS1111  STATE/COUNTY-  GA/BRANTLEY
 BS1111  USGS QUAD   -  HOBOKEN EAST (1988)
 BS1111
 BS1111                         *CURRENT SURVEY CONTROL
 BS1111  ___________________________________________________________________
 BS1111* NAD 83(1986)-  31 07 38.     (N)    082 00 04.     (W)     SCALED    
 BS1111* NAVD 88     -        20.319  (meters)      66.66   (feet)  ADJUSTED  
 BS1111  ___________________________________________________________________
 BS1111  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BS1111  DYNAMIC HT  -          20.294 (meters)      66.58  (feet)  COMP
 BS1111  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BS1111
 BS1111  VERT ORDER  -  SECOND    CLASS 0
 BS1111
 BS1111.The horizontal coordinates were scaled from a topographic map and have
 BS1111.an estimated accuracy of +/- 6 seconds.
 BS1111
 BS1111.The orthometric height was determined by differential leveling
 BS1111.and adjusted by the National Geodetic Survey in June 1991..
 BS1111
 BS1111.The geoid height was determined by GEOID03.
 BS1111
 BS1111.The dynamic height is computed by dividing the NAVD 88
 BS1111.geopotential number by the normal gravity value computed on the
 BS1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1111.degrees latitude (g = 980.6199 gals.).
 BS1111
 BS1111.The modeled gravity was interpolated from observed gravity values.
 BS1111
 BS1111;                    North         East    Units  Estimated Accuracy
 BS1111;SPC GA E     -   124,970.      215,790.      MT  (+/- 180 meters Scaled)
 BS1111
 BS1111                          SUPERSEDED SURVEY CONTROL
 BS1111
 BS1111  NGVD 29 (??/??/92)   20.64   (m)           67.7    (f) COMPUTED    2 0
 BS1111
 BS1111.Superseded values are not recommended for survey control.
 BS1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1111.See file dsdata.txt to determine how the superseded data were derived.
 BS1111
 BS1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ045441(NAD 83)
 BS1111_MARKER: Z = SEE DESCRIPTION
 BS1111_SETTING: 0 = UNSPECIFIED SETTING
 BS1111_STAMPING: 68
 BS1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1111
 BS1111  HISTORY     - Date     Condition        Report By
 BS1111  HISTORY     - UNK      MONUMENTED       USGS
 BS1111  HISTORY     - 1935     GOOD             NGS
 BS1111
 BS1111                          STATION DESCRIPTION
 BS1111
 BS1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BS1111'1.7 MI S FROM HICKOX.
 BS1111'1.7 MILES SOUTH OF THE RAILWAY STATION AT HICKOX, AT SHEA, 50 YARDS
 BS1111'SOUTH OF A SIGNAL TOWER, 100 YARDS NORTH OF MILE POST S-91, 52 FT.
 BS1111'WEST OF WEST RAIL OF TRACK.  IRON POST 7 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2290 ***********************************************************************
 BT2290  DESIGNATION -  68 NDS
 BT2290  PID         -  BT2290
 BT2290  STATE/COUNTY-  GA/DOUGHERTY
 BT2290  USGS QUAD   -  ALBANY WEST (1988)
 BT2290
 BT2290                         *CURRENT SURVEY CONTROL
 BT2290  ___________________________________________________________________
 BT2290* NAD 83(1994)-  31 34 14.99859(N)    084 09 53.53966(W)     ADJUSTED  
 BT2290* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 BT2290  ___________________________________________________________________
 BT2290  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BT2290  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT2290
 BT2290  HORZ ORDER  -  SECOND
 BT2290
 BT2290.The horizontal coordinates were established by classical geodetic methods
 BT2290.and adjusted by the National Geodetic Survey in September 1997..
 BT2290.No horizontal observational check was made to the station.
 BT2290
 BT2290.The orthometric height was scaled from a topographic map.
 BT2290
 BT2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2290
 BT2290.The geoid height was determined by GEOID03.
 BT2290
 BT2290;                    North         East     Units Scale Factor Converg.
 BT2290;SPC GA W     -   174,134.264   700,170.340   MT  0.99990000   +0 00 03.4
 BT2290;SPC GA W     -   571,305.50  2,297,142.19   sFT  0.99990000   +0 00 03.4
 BT2290;UTM  16      - 3,496,354.640   769,082.790   MT  1.00049313   +1 29 06.8
 BT2290
 BT2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2290!SPC GA W     -   0.99999505  x   0.99990000  =   0.99989505
 BT2290!UTM  16      -   0.99999505  x   1.00049313  =   1.00048818
 BT2290
 BT2290                          SUPERSEDED SURVEY CONTROL
 BT2290
 BT2290  NAD 83(1986)-  31 34 15.00460(N)    084 09 53.54590(W) AD(       ) 2
 BT2290
 BT2290.Superseded values are not recommended for survey control.
 BT2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2290.See file dsdata.txt to determine how the superseded data were derived.
 BT2290
 BT2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6908396355(NAD 83)
 BT2290_MARKER: A = ALUMINUM MARKER
 BT2290_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2290_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2290_STAMPING: 68 NDS 1987
 BT2290_MARK LOGO: GA-095
 BT2290_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2290+STABILITY: POSITION/ELEVATION WELL
 BT2290
 BT2290  HISTORY     - Date     Condition        Report By
 BT2290  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2290
 BT2290                          STATION DESCRIPTION
 BT2290
 BT2290'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2290'MARK IS LOCATED IN DOWNTOWN ALBANY, IN DOUGHERTY COUNTY, GEORGIA.
 BT2290'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 67 NDS 1987, CONTINUE
 BT2290'SOUTH ON DAVIS STREET FOR 0.40 MI (0.64 KM) TO MERCER AVENUE AND THE
 BT2290'AZIMUTH MARK ON THE WEST (RIGHT) SIDE OF DAVIS STREET.
 BT2290'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2290'CONTROL SURVEY, STAMPED 68 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2290'ROD DRIVEN TO A REFUSAL DEPTH OF 9.0 FT (2.74 M) . THE MARK IS
 BT2290'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2290'TOP OF THE COVER IS 0.70 FT (0.21 M) BELOW THE SURFACE OF THE GROUND,
 BT2290'AND IS ABOUT 0.02 FT (0.01 M) ABOVE THE CENTERLINE OF DAVIS STREET.
 BT2290'THE MARK IS 0.50 FT (0.15 M) BELOW THE TOP OF THE COVER.
 BT2290'THE MARK IS LOCATED 22.6 FT (6.89 M) WEST OF THE CENTERLINE OF DAVIS
 BT2290'STREET AND NORTH OF THE CENTERLINE OF MERCER AVENUE, 44.9 FT
 BT2290'(13.69 M)  NORTHWEST OF THE PICKHOLE OF THE CATCH BASIN AT THE
 BT2290'NORTHEAST CORNER OF THE INTERSECTION OF DAVIS STREET AND MERCER
 BT2290'AVENUE, 18.45 FT (5.62 M) NORTH OF THE PICKHOLE OF THE CATCH BASIN AT
 BT2290'THE NORTHWEST CORNER OF THE SAME INTERSECTION, AND 2108.4 FT
 BT2290'(642.64 M) SOUTH OF THE GPS STATION---G 67 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1245 ***********************************************************************
 BS1245  DESIGNATION -  68 WLC USGS
 BS1245  PID         -  BS1245
 BS1245  STATE/COUNTY-  GA/COOK
 BS1245  USGS QUAD   -  ADEL (1973)
 BS1245
 BS1245                         *CURRENT SURVEY CONTROL
 BS1245  ___________________________________________________________________
 BS1245* NAD 83(1986)-  31 08 18.     (N)    083 29 50.     (W)     SCALED    
 BS1245* NAVD 88     -        74.199  (meters)     243.43   (feet)  ADJUSTED  
 BS1245  ___________________________________________________________________
 BS1245  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BS1245  DYNAMIC HT  -          74.107 (meters)     243.13  (feet)  COMP
 BS1245  MODELED GRAV-     979,403.5   (mgal)                       NAVD 88
 BS1245
 BS1245  VERT ORDER  -  SECOND    CLASS 0
 BS1245
 BS1245.The horizontal coordinates were scaled from a topographic map and have
 BS1245.an estimated accuracy of +/- 6 seconds.
 BS1245
 BS1245.The orthometric height was determined by differential leveling
 BS1245.and adjusted by the National Geodetic Survey in June 1991..
 BS1245
 BS1245.The geoid height was determined by GEOID03.
 BS1245
 BS1245.The dynamic height is computed by dividing the NAVD 88
 BS1245.geopotential number by the normal gravity value computed on the
 BS1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1245.degrees latitude (g = 980.6199 gals.).
 BS1245
 BS1245.The modeled gravity was interpolated from observed gravity values.
 BS1245
 BS1245;                    North         East    Units  Estimated Accuracy
 BS1245;SPC GA W     -   126,380.      763,840.      MT  (+/- 180 meters Scaled)
 BS1245
 BS1245                          SUPERSEDED SURVEY CONTROL
 BS1245
 BS1245.No superseded survey control is available for this station.
 BS1245
 BS1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ619476(NAD 83)
 BS1245_MARKER: DD = SURVEY DISK
 BS1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1245_SP_SET: CULVERT
 BS1245_STAMPING: 68 WLC 1972
 BS1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1245
 BS1245  HISTORY     - Date     Condition        Report By
 BS1245  HISTORY     - 1972     MONUMENTED       USGS
 BS1245  HISTORY     - 1973     GOOD             NGS
 BS1245
 BS1245                          STATION DESCRIPTION
 BS1245
 BS1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1245'5.75 MI W FROM ADEL.
 BS1245'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1245'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 1.1
 BS1245'MILES SOUTH ALONG COUNTY ROAD 15, ABOUT 0.25 MILE NORTH OF A JUNCTION
 BS1245'OF COUNTY ROAD 15 AND A ROAD LEADING WEST, 20 1/2 FEET EAST OF THE
 BS1245'CENTER LINE OF THE ROAD, SET IN THE TOP AND 0.9 FOOT NORTH OF THE
 BS1245'SOUTH END OF THE EAST CONCRETE HEADWALL FOR A 20-FOOT CONCRETE BOX
 BS1245'CULVERT UNDER THE ROAD, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0776 ***********************************************************************
 DF0776  DESIGNATION -  683.8
 DF0776  PID         -  DF0776
 DF0776  STATE/COUNTY-  GA/NEWTON
 DF0776  USGS QUAD   -  PORTERDALE (1985)
 DF0776
 DF0776                         *CURRENT SURVEY CONTROL
 DF0776  ___________________________________________________________________
 DF0776* NAD 83(1986)-  33 36 58.     (N)    083 54 58.     (W)     SCALED    
 DF0776* NAVD 88     -       208.13   (+/-2cm)     682.8    (feet)  VERTCON   
 DF0776  ___________________________________________________________________
 DF0776  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DF0776
 DF0776  VERT ORDER  -  ? (See Below)
 DF0776
 DF0776.The horizontal coordinates were scaled from a topographic map and have
 DF0776.an estimated accuracy of +/- 6 seconds.
 DF0776
 DF0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0776.The vertical order pertains to the NGVD 29 superseded value.
 DF0776
 DF0776.The geoid height was determined by GEOID03.
 DF0776
 DF0776;                    North         East    Units  Estimated Accuracy
 DF0776;SPC GA W     -   400,960.      723,250.      MT  (+/- 180 meters Scaled)
 DF0776
 DF0776                          SUPERSEDED SURVEY CONTROL
 DF0776
 DF0776  NGVD 29 (??/??/92)  208.136  (m)          682.86   (f) ADJ UNCH    ?  
 DF0776
 DF0776.Superseded values are not recommended for survey control.
 DF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0776.See file dsdata.txt to determine how the superseded data were derived.
 DF0776
 DF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT294234(NAD 83)
 DF0776_MARKER: Q = CHISELED SQUARE
 DF0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0776_SP_SET: ABUTMENT
 DF0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0776
 DF0776  HISTORY     - Date     Condition        Report By
 DF0776  HISTORY     - UNK      MONUMENTED       USGS
 DF0776  HISTORY     - 1953     GOOD             NGS
 DF0776
 DF0776                          STATION DESCRIPTION
 DF0776
 DF0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0776'3 MI NW FROM COVINGTON.
 DF0776'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE MARK IS AT MILEPOST
 DF0776'133.  3.7 MILES NORTHWEST ALONG THE GEORGIA RAILROAD FROM
 DF0776'COVINGTON, NEWTON COUNTY, ON THE TOP OF THE EAST CONCRETE
 DF0776'ABUTMENT OF THE BRIDGE OVER YELLOW RIVER, 3 FEET NORTH OF THE
 DF0776'RAIL, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A
 DF0776'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0502 ***********************************************************************
 DF0502  DESIGNATION -  687.6
 DF0502  PID         -  DF0502
 DF0502  STATE/COUNTY-  GA/CLARKE
 DF0502  USGS QUAD   -  ATHENS EAST (1998)
 DF0502
 DF0502                         *CURRENT SURVEY CONTROL
 DF0502  ___________________________________________________________________
 DF0502* NAD 83(1986)-  33 57 20.     (N)    083 22 17.     (W)     SCALED    
 DF0502* NAVD 88     -       209.499  (meters)     687.33   (feet)  ADJUSTED  
 DF0502  ___________________________________________________________________
 DF0502  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF0502  DYNAMIC HT  -         209.281 (meters)     686.62  (feet)  COMP
 DF0502  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 DF0502
 DF0502  VERT ORDER  -  SECOND    CLASS 0
 DF0502
 DF0502.The horizontal coordinates were scaled from a topographic map and have
 DF0502.an estimated accuracy of +/- 6 seconds.
 DF0502
 DF0502.The orthometric height was determined by differential leveling
 DF0502.and adjusted by the National Geodetic Survey in June 1991..
 DF0502
 DF0502.The geoid height was determined by GEOID03.
 DF0502
 DF0502.The dynamic height is computed by dividing the NAVD 88
 DF0502.geopotential number by the normal gravity value computed on the
 DF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0502.degrees latitude (g = 980.6199 gals.).
 DF0502
 DF0502.The modeled gravity was interpolated from observed gravity values.
 DF0502
 DF0502;                    North         East    Units  Estimated Accuracy
 DF0502;SPC GA W     -   438,860.      773,500.      MT  (+/- 180 meters Scaled)
 DF0502
 DF0502                          SUPERSEDED SURVEY CONTROL
 DF0502
 DF0502  NGVD 29 (??/??/92)  209.558  (m)          687.52   (f) ADJ UNCH    2 0
 DF0502
 DF0502.Superseded values are not recommended for survey control.
 DF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0502.See file dsdata.txt to determine how the superseded data were derived.
 DF0502
 DF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT808597(NAD 83)
 DF0502_MARKER: Q = CHISELED SQUARE
 DF0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0502_SP_SET: STEP
 DF0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0502
 DF0502  HISTORY     - Date     Condition        Report By
 DF0502  HISTORY     - UNK      MONUMENTED       USGS
 DF0502  HISTORY     - 1933     GOOD             NGS
 DF0502
 DF0502                          STATION DESCRIPTION
 DF0502
 DF0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DF0502'AT ATHENS.
 DF0502'AT ATHENS, CLARKE COUNTY, 0.5 MILE NORTHEAST OF THE CITY HALL, AT
 DF0502'THE SOUTH ENTRANCE OF THE CENTRAL OF GEORGIA RAILWAY STATION, AND
 DF0502'ON THE TOP OF SOUTHEAST END OF THE LOWER CONCRETE STEP.  A
 DF0502'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1244 ***********************************************************************
 BS1244  DESIGNATION -  69 WLC USGS
 BS1244  PID         -  BS1244
 BS1244  STATE/COUNTY-  GA/COOK
 BS1244  USGS QUAD   -  ADEL (1973)
 BS1244
 BS1244                         *CURRENT SURVEY CONTROL
 BS1244  ___________________________________________________________________
 BS1244* NAD 83(1986)-  31 09 14.     (N)    083 29 48.     (W)     SCALED    
 BS1244* NAVD 88     -        76.711  (meters)     251.68   (feet)  ADJUSTED  
 BS1244  ___________________________________________________________________
 BS1244  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BS1244  DYNAMIC HT  -          76.616 (meters)     251.36  (feet)  COMP
 BS1244  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BS1244
 BS1244  VERT ORDER  -  SECOND    CLASS 0
 BS1244
 BS1244.The horizontal coordinates were scaled from a topographic map and have
 BS1244.an estimated accuracy of +/- 6 seconds.
 BS1244
 BS1244.The orthometric height was determined by differential leveling
 BS1244.and adjusted by the National Geodetic Survey in June 1991..
 BS1244
 BS1244.The geoid height was determined by GEOID03.
 BS1244
 BS1244.The dynamic height is computed by dividing the NAVD 88
 BS1244.geopotential number by the normal gravity value computed on the
 BS1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1244.degrees latitude (g = 980.6199 gals.).
 BS1244
 BS1244.The modeled gravity was interpolated from observed gravity values.
 BS1244
 BS1244;                    North         East    Units  Estimated Accuracy
 BS1244;SPC GA W     -   128,100.      763,880.      MT  (+/- 180 meters Scaled)
 BS1244
 BS1244                          SUPERSEDED SURVEY CONTROL
 BS1244
 BS1244.No superseded survey control is available for this station.
 BS1244
 BS1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ620493(NAD 83)
 BS1244_MARKER: DD = SURVEY DISK
 BS1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1244_SP_SET: CULVERT
 BS1244_STAMPING: 69 WLC 1972
 BS1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1244
 BS1244  HISTORY     - Date     Condition        Report By
 BS1244  HISTORY     - 1972     MONUMENTED       USGS
 BS1244  HISTORY     - 1973     GOOD             NGS
 BS1244
 BS1244                          STATION DESCRIPTION
 BS1244
 BS1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1244'4.6 MI W FROM ADEL.
 BS1244'ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1244'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, 242 FEET EAST
 BS1244'OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 37 AND COUNTY ROAD
 BS1244'15, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BS1244'TOP AND 0.6 FOOT NORTH OF THE SOUTH END OF THE SOUTH L SHAPED CONCRETE
 BS1244'HEADWALL FOR AN 18-INCH CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 1
 BS1244'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4284 ***********************************************************************
 AB4284  DESIGNATION -  692
 AB4284  PID         -  AB4284
 AB4284  STATE/COUNTY-  GA/DE KALB
 AB4284  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4284
 AB4284                         *CURRENT SURVEY CONTROL
 AB4284  ___________________________________________________________________
 AB4284* NAD 83(1994)-  33 45 49.58732(N)    084 13 55.32144(W)     ADJUSTED  
 AB4284* NAVD 88     -       297.4    (meters)     976.     (feet)  GPS OBS   
 AB4284  ___________________________________________________________________
 AB4284  X           -     533,463.142 (meters)                     COMP
 AB4284  Y           -  -5,281,213.781 (meters)                     COMP
 AB4284  Z           -   3,524,842.704 (meters)                     COMP
 AB4284  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AB4284  ELLIP HEIGHT-         267.93  (meters)          (09/03/97) GPS OBS
 AB4284  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AB4284
 AB4284  HORZ ORDER  -  FIRST
 AB4284  ELLP ORDER  -  FOURTH    CLASS II
 AB4284
 AB4284.The horizontal coordinates were established by GPS observations
 AB4284.and adjusted by the National Geodetic Survey in September 1997..
 AB4284
 AB4284.The orthometric height was determined by GPS observations and a
 AB4284.high-resolution geoid model.
 AB4284
 AB4284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4284
 AB4284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4284
 AB4284.The ellipsoidal height was determined by GPS observations
 AB4284.and is referenced to NAD 83.
 AB4284
 AB4284.The geoid height was determined by GEOID03.
 AB4284
 AB4284;                    North         East     Units Scale Factor Converg.
 AB4284;SPC GA W     -   417,306.009   693,945.018   MT  0.99990045   -0 02 10.8
 AB4284;SPC GA W     - 1,369,111.46  2,276,717.95   sFT  0.99990045   -0 02 10.8
 AB4284;UTM  16      - 3,739,407.389   756,359.497   MT  1.00041027   +1 32 21.1
 AB4284
 AB4284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4284!SPC GA W     -   0.99995794  x   0.99990045  =   0.99985839
 AB4284!UTM  16      -   0.99995794  x   1.00041027  =   1.00036819
 AB4284
 AB4284:                Primary Azimuth Mark                     Grid Az
 AB4284:SPC GA W     -  5103                                     185 36 50.4
 AB4284:UTM  16      -  5103                                     184 02 18.5
 AB4284
 AB4284|---------------------------------------------------------------------|
 AB4284| PID    Reference Object                     Distance      Geod. Az  |
 AB4284|                                                           dddmmss.s |
 AB4284| AB4377 5103                                APPROX. 0.6 KM 1853439.6 |
 AB4284|---------------------------------------------------------------------|
 AB4284
 AB4284                          SUPERSEDED SURVEY CONTROL
 AB4284
 AB4284  NAD 83(1994)-  33 45 49.58703(N)    084 13 55.32086(W) AD(       ) 1
 AB4284  ELLIP H (06/18/96)  267.94   (m)                       GP(       ) 4 1
 AB4284
 AB4284.Superseded values are not recommended for survey control.
 AB4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4284.See file dsdata.txt to determine how the superseded data were derived.
 AB4284
 AB4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5635939407(NAD 83)
 AB4284_MARKER: DB = BENCH MARK DISK
 AB4284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB4284_SP_SET: BRIDGE
 AB4284_STAMPING: 692
 AB4284_MARK LOGO: GA-089
 AB4284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4284+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4284
 AB4284  HISTORY     - Date     Condition        Report By
 AB4284  HISTORY     - UNK      MONUMENTED       GA-089
 AB4284  HISTORY     - 19950327 GOOD             MSI
 AB4284
 AB4284                          STATION DESCRIPTION
 AB4284
 AB4284'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4284'THE STATION IS LOCATED AT THE OVERPASS OF REDAN ROAD OVER I-285 IN THE
 AB4284'NE CORNER OF THE BRIDGE. STATION IS BENCHMARK DISK SET IN A CONCRETE
 AB4284'BRIDGE STAMPED 692 AND IS LOCATED 5.4 M (17.7 FT) FROM THE CENTERLINE
 AB4284'OF REDAN ROAD, 0.6 M (2.0 FT) WEST OF WESTERN EDGE OF NE ABUTMENT, AND
 AB4284'0.5 M (1.6 FT) SSE OF SW CORNER OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4327 ***********************************************************************
 AB4327  DESIGNATION -  693
 AB4327  PID         -  AB4327
 AB4327  STATE/COUNTY-  GA/DE KALB
 AB4327  USGS QUAD   -  STONE MOUNTAIN (1997)
 AB4327
 AB4327                         *CURRENT SURVEY CONTROL
 AB4327  ___________________________________________________________________
 AB4327* NAD 83(1994)-  33 46 40.19228(N)    084 14 29.39826(W)     ADJUSTED  
 AB4327* NAVD 88     -       296.5    (meters)     973.     (feet)  GPS OBS   
 AB4327  ___________________________________________________________________
 AB4327  X           -     532,503.589 (meters)                     COMP
 AB4327  Y           -  -5,280,438.719 (meters)                     COMP
 AB4327  Z           -   3,526,138.335 (meters)                     COMP
 AB4327  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AB4327  ELLIP HEIGHT-         267.01  (meters)          (09/03/97) GPS OBS
 AB4327  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 AB4327
 AB4327  HORZ ORDER  -  FIRST
 AB4327  ELLP ORDER  -  FOURTH    CLASS II
 AB4327
 AB4327.The horizontal coordinates were established by GPS observations
 AB4327.and adjusted by the National Geodetic Survey in September 1997..
 AB4327
 AB4327.The orthometric height was determined by GPS observations and a
 AB4327.high-resolution geoid model.
 AB4327
 AB4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4327
 AB4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4327
 AB4327.The ellipsoidal height was determined by GPS observations
 AB4327.and is referenced to NAD 83.
 AB4327
 AB4327.The geoid height was determined by GEOID03.
 AB4327
 AB4327;                    North         East     Units Scale Factor Converg.
 AB4327;SPC GA W     -   418,865.621   693,069.329   MT  0.99990059   -0 02 29.8
 AB4327;SPC GA W     - 1,374,228.29  2,273,844.96   sFT  0.99990059   -0 02 29.8
 AB4327;UTM  16      - 3,740,943.107   755,440.785   MT  1.00040447   +1 32 04.1
 AB4327
 AB4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4327!SPC GA W     -   0.99995808  x   0.99990059  =   0.99985868
 AB4327!UTM  16      -   0.99995808  x   1.00040447  =   1.00036254
 AB4327
 AB4327                          SUPERSEDED SURVEY CONTROL
 AB4327
 AB4327  NAD 83(1994)-  33 46 40.19200(N)    084 14 29.39768(W) AD(       ) 1
 AB4327  ELLIP H (06/18/96)  267.02   (m)                       GP(       ) 4 1
 AB4327
 AB4327.Superseded values are not recommended for survey control.
 AB4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4327.See file dsdata.txt to determine how the superseded data were derived.
 AB4327
 AB4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5544140943(NAD 83)
 AB4327_MARKER: DB = BENCH MARK DISK
 AB4327_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB4327_STAMPING: 693
 AB4327_MARK LOGO: GA-089
 AB4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4327+STABILITY: SURFACE MOTION
 AB4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4327+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1995
 AB4327
 AB4327  HISTORY     - Date     Condition        Report By
 AB4327  HISTORY     - UNK      MONUMENTED       GA-089
 AB4327  HISTORY     - 19950326 GOOD             MSI
 AB4327
 AB4327                          STATION DESCRIPTION
 AB4327
 AB4327'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4327'TO REACH THE STATION FROM I-285 EXIT-32 (MEMORIAL HWY), THE STATION IS
 AB4327'LOCATED ON THE SOUTH SIDE OF THE MEMORIAL HWY OVERPASS IN A SIDEWALK
 AB4327'BLOCK AT THE WEST END OF THE BRIDGE. STATION IS A BENCHMARK DISK SET
 AB4327'IN A CONCRETE SIDEWALK BLOCK STAMPED 693 AND IS LOCATED 0.72 M (2.36
 AB4327'FT) NORTHEAST OF SOUTHWEST BRIDGE ABUTMENT, 0.84 M (2.76 FT) SOUTHWEST
 AB4327'OF EDGE OF SIDEWALK, 0.89 M (2.92 FT) EAST NORTHEAST OF WEST END OF
 AB4327'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1555 ***********************************************************************
 ED1555  DESIGNATION -  6A 15
 ED1555  PID         -  ED1555
 ED1555  STATE/COUNTY-  GA/MADISON
 ED1555  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1555
 ED1555                         *CURRENT SURVEY CONTROL
 ED1555  ___________________________________________________________________
 ED1555* NAD 83(1994)-  34 09 06.39845(N)    083 12 07.88341(W)     ADJUSTED  
 ED1555* NAVD 88     -       228.43   (+/-2cm)     749.4    (feet)  VERTCON   
 ED1555  ___________________________________________________________________
 ED1555  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 ED1555  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ED1555
 ED1555  HORZ ORDER  -  THIRD
 ED1555  VERT ORDER  -  THIRD ? (See Below)
 ED1555
 ED1555.The horizontal coordinates were established by classical geodetic methods
 ED1555.and adjusted by the National Geodetic Survey in September 1997..
 ED1555
 ED1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1555.The vertical order pertains to the NGVD 29 superseded value.
 ED1555
 ED1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1555
 ED1555.The geoid height was determined by GEOID03.
 ED1555
 ED1555;                    North         East     Units Scale Factor Converg.
 ED1555;SPC GA E     -   460,822.169   104,511.508   MT  1.00001236   -0 34 52.9
 ED1555;SPC GA E     - 1,511,880.73    342,884.84   sFT  1.00001236   -0 34 52.9
 ED1555;SPC GA W     -   460,757.970   788,936.871   MT  0.99999747   +0 32 29.3
 ED1555;SPC GA W     - 1,511,670.11  2,588,370.38   sFT  0.99999747   +0 32 29.3
 ED1555;UTM  17      - 3,781,175.941   296,976.324   MT  1.00010812   -1 14 12.1
 ED1555
 ED1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1555!SPC GA E     -   0.99996878  x   1.00001236  =   0.99998114
 ED1555!SPC GA W     -   0.99996878  x   0.99999747  =   0.99996625
 ED1555!UTM  17      -   0.99996878  x   1.00010812  =   1.00007689
 ED1555
 ED1555|---------------------------------------------------------------------|
 ED1555| PID    Reference Object                     Distance      Geod. Az  |
 ED1555|                                                           dddmmss.s |
 ED1555| ED2777 6A 15 RM 1                           35.028 METERS 19500     |
 ED1555| ED2778 6A 15 RM 2                           34.007 METERS 27422     |
 ED1555| ED2776 6A 16                                              3574651.4 |
 ED1555|---------------------------------------------------------------------|
 ED1555
 ED1555                          SUPERSEDED SURVEY CONTROL
 ED1555
 ED1555  NAD 83(1986)-  34 09 06.40608(N)    083 12 07.88245(W) AD(       ) 3
 ED1555  NAD 27      -  34 09 06.01600(N)    083 12 08.35100(W) AD(       ) 3
 ED1555  NGVD 29 (07/19/86)  228.50   (m)          749.7    (f) LEVELING    3  
 ED1555
 ED1555.Superseded values are not recommended for survey control.
 ED1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1555.See file dsdata.txt to determine how the superseded data were derived.
 ED1555
 ED1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9697681176(NAD 83)
 ED1555_MARKER: DD = SURVEY DISK
 ED1555_SETTING: 0 = UNSPECIFIED SETTING
 ED1555
 ED1555  HISTORY     - Date     Condition        Report By
 ED1555  HISTORY     - 1935     MONUMENTED       GAGS
 ED1555
 ED1555                          STATION DESCRIPTION
 ED1555
 ED1555'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 ED1555'ABOUT 1.7 MILES NORTH OF DANIELSVILLE, ON U.S. HIGHWAY 29 AT
 ED1555'NORTHEAST EDGE OF CULTIVATED FIELD, ON PROPERTY BELONGING TO MRS.
 ED1555'T.M. ADAMS, ABOUT 170 FEET WEST-SOUTHWEST OF FRONT ENTRANCE TO HOUSE,
 ED1555'ABOUT 136 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 17 FEET
 ED1555'SOUTH OF CENTER LINE OF LANE TO HOUSE.  STATION IS A STATE SURVEY
 ED1555'STANDARD DISK SET IN CONCRETE IN A 6-INCH PIPE.  REFERENCE MARKS
 ED1555'ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  AZIMUTH MARK IS A
 ED1555'STATE
 ED1555'SURVEY STANDARD DISK.  REFERENCE MARK NO. 1 IS AT EAST EDGE OF WAGON
 ED1555'ROAD BETWEEN TWO FIELDS AND 114.92 FEET SOUTH OF STATION S 15 DEG
 ED1555'00 MIN W.  NO. 2 IS AT NORTHWEST CORNER OF CULTIVATED FIELD, 25
 ED1555'FEET EAST OF CENTER LINE OF HIGHWAY, 15 FEET SOUTH OF CENTER LINE
 ED1555'OF LANE TO HOUSE, 2-1/2 FEET HIGHER THAN ROAD AND 111.57 FEET WEST
 ED1555'OF STATION N 85 DEG 38 MIN W.  6A-16 (GA.GEOD.S.) (AZIMUTH
 ED1555'MARK) IS AT TOP OF BANK, 0.6 MILE BY ROAD FROM STATION ABOUT 75
 ED1555'FEET WEST OF CENTER LINE OF HIGHWAY AND 0.5 MILE NORTH OF STATION
 ED1555'N 2 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI4833 ***********************************************************************
 AI4833  SACS        -  This is a Secondary Airport Control Station.
 AI4833  DESIGNATION -  6A2 A
 AI4833  PID         -  AI4833
 AI4833  STATE/COUNTY-  GA/SPAULDING
 AI4833  USGS QUAD   -  GRIFFIN SOUTH (1982)
 AI4833
 AI4833                         *CURRENT SURVEY CONTROL
 AI4833  ___________________________________________________________________
 AI4833* NAD 83(1994)-  33 13 50.60859(N)    084 16 43.06158(W)     ADJUSTED  
 AI4833* NAVD 88     -       290.76   (meters)     953.9    (feet)  GPS OBS   
 AI4833  ___________________________________________________________________
 AI4833  X           -     532,420.653 (meters)                     COMP
 AI4833  Y           -  -5,314,109.312 (meters)                     COMP
 AI4833  Z           -   3,475,534.891 (meters)                     COMP
 AI4833  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AI4833  ELLIP HEIGHT-         262.30  (meters)          (03/29/00) GPS OBS
 AI4833  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AI4833
 AI4833  HORZ ORDER  -  FIRST
 AI4833  ELLP ORDER  -  FIFTH     CLASS II
 AI4833
 AI4833.This mark is at Griffin-Spalding County Airport (6A2)
 AI4833
 AI4833.The horizontal coordinates were established by GPS observations
 AI4833.and adjusted by the National Geodetic Survey in March 2000..
 AI4833
 AI4833.The orthometric height was determined by GPS observations and a
 AI4833.high-resolution geoid model.
 AI4833
 AI4833.GPS derived orthometric heights for airport stations designated as
 AI4833.PACS or SACS are published to 2 decimal places.  This maintains
 AI4833.centimeter relative accuracy between the PACS and SACS.  It does
 AI4833.not indicate centimeter accuracy relative to other marks which are
 AI4833.part of the NAVD 88 network.
 AI4833
 AI4833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4833
 AI4833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4833
 AI4833.The ellipsoidal height was determined by GPS observations
 AI4833.and is referenced to NAD 83.
 AI4833
 AI4833.The geoid height was determined by GEOID03.
 AI4833
 AI4833;                    North         East     Units Scale Factor Converg.
 AI4833;SPC GA W     -   358,193.272   689,565.192   MT  0.99990134   -0 03 40.9
 AI4833;SPC GA W     - 1,175,172.43  2,262,348.47   sFT  0.99990134   -0 03 40.9
 AI4833;UTM  16      - 3,680,167.454   753,593.853   MT  1.00039297   +1 29 31.7
 AI4833
 AI4833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4833!SPC GA W     -   0.99995882  x   0.99990134  =   0.99986017
 AI4833!UTM  16      -   0.99995882  x   1.00039297  =   1.00035178
 AI4833
 AI4833:                Primary Azimuth Mark                     Grid Az
 AI4833:SPC GA W     -  GRIFPORT AZ MK                           137 36 13.1
 AI4833:UTM  16      -  GRIFPORT AZ MK                           136 03 00.5
 AI4833
 AI4833|---------------------------------------------------------------------|
 AI4833| PID    Reference Object                     Distance      Geod. Az  |
 AI4833|                                                           dddmmss.s |
 AI4833| DG3642 GRIFPORT AZ MK                      434.992 METERS 1373232.2 |
 AI4833|---------------------------------------------------------------------|
 AI4833
 AI4833                          SUPERSEDED SURVEY CONTROL
 AI4833
 AI4833.No superseded survey control is available for this station.
 AI4833
 AI4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5359480167(NAD 83)
 AI4833_MARKER: DD = SURVEY DISK
 AI4833_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4833_SP_SET: CONCRETE FOUNDATION OF DRAIN
 AI4833_STAMPING: 6A2 A 1997
 AI4833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4833+STABILITY: SURFACE MOTION
 AI4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4833+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI4833
 AI4833  HISTORY     - Date     Condition        Report By
 AI4833  HISTORY     - 1997     MONUMENTED       NGS
 AI4833
 AI4833                          STATION DESCRIPTION
 AI4833
 AI4833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AI4833'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 49 KM
 AI4833'(30.45 MI) SOUTH OF ATLANTA, 19 KM (11.80 MI) WEST OF INTERSTATE
 AI4833'HIGHWAY 75, 2.4 KM (1.50 MI) SOUTH-SOUTHWEST OF GRIFFIN AT THE
 AI4833'GRIFFIN-SPAULDING COUNTY AIRPORT, NEAR THE NORTHWEST END OF THE
 AI4833'AIRFIELD IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL TAXI, AND
 AI4833'JUST EAST OF RUNWAY END 13.  OWNERSHIP--CITY OF GRIFFIN, 1035 SOUTH
 AI4833'HILL STREET, GRIFFIN, GA.  30224, GRIFFIN, GA 30224.  AIRPORT MANAGER
 AI4833'IS BOB STAPLETON.  PHONE 770-227-2928.  TO REACH FROM THE JUNCTION OF
 AI4833'STATE HIGHWAYS 19 AND 41 BUSINESS AND STATE HIGHWAYS 16 AND 155 IN THE
 AI4833'CENTER OF GRIFFIN, GO SOUTH ON COMBINED HIGHWAYS 19, 41 AND 155 FOR
 AI4833'2.57 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT AND A
 AI4833'SIGN--KIWANIS FAIRGROUNDS.  TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR
 AI4833'0.16 KM (0.10 MI) TO A GATE ON THE EAST SIDE OF THE PARKING AREA, THE
 AI4833'AIRPORT OFFICE ON THE RIGHT AND THE APRON AHEAD. PASS THROUGH THE
 AI4833'GATE, SOUTHWESTERLY, ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO THE
 AI4833'JUNCTION THE PARALLEL TAXI.  TURN RIGHT, NORTHWEST, ALONG THE TAXI FOR
 AI4833'0.99 KM (0.60 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN
 AI4833'THE TOP OF AND NEAR THE CENTER OF THE NORTHEAST SIDE OF THE CONCRETE
 AI4833'FOUNDATION OF A STEEL DRAIN SET FLUSH WITH THE GROUND.  IT IS 31.8 M
 AI4833'(104.3 FT) NORTHEAST OF THE RUNWAY CENTER, 13.9 M (45.6 FT) SOUTHWEST
 AI4833'OF THE PARALLEL TAXI CENTER, 1.5 M (4.9 FT) NORTHWEST OF THE SOUTHEAST
 AI4833'EDGE OF THE FOUNDATION, 1.5 M (4.9 FT) SOUTHEAST OF THE NORTHWEST EDGE
 AI4833'OF THE FOUNDATION, 0.8 M (2.6 FT) SOUTHWEST OF THE NORTHEAST EDGE OF
 AI4833'THE FOUNDATION, AND 0.5 M (1.6 FT) NORTHEAST OF THE CENTER OF THE
 AI4833'STEEL DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1744 ***********************************************************************
 BT1744  DESIGNATION -  6B 3 GAGS 1935
 BT1744  PID         -  BT1744
 BT1744  STATE/COUNTY-  GA/DOUGHERTY
 BT1744  USGS QUAD   -  BACONTON NORTH (1983)
 BT1744
 BT1744                         *CURRENT SURVEY CONTROL
 BT1744  ___________________________________________________________________
 BT1744* NAD 83(1994)-  31 28 27.82379(N)    084 07 45.75214(W)     ADJUSTED  
 BT1744* NAVD 88     -        53.18   (+/-2cm)     174.5    (feet)  VERTCON   
 BT1744  ___________________________________________________________________
 BT1744  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BT1744  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BT1744
 BT1744  HORZ ORDER  -  SECOND
 BT1744  VERT ORDER  -  THIRD ? (See Below)
 BT1744
 BT1744.The horizontal coordinates were established by classical geodetic methods
 BT1744.and adjusted by the National Geodetic Survey in September 1997..
 BT1744
 BT1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1744.The vertical order pertains to the NGVD 29 superseded value.
 BT1744
 BT1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1744
 BT1744.The geoid height was determined by GEOID03.
 BT1744
 BT1744;                    North         East     Units Scale Factor Converg.
 BT1744;SPC GA W     -   163,443.096   703,543.349   MT  0.99990015   +0 01 10.1
 BT1744;SPC GA W     -   536,229.56  2,308,208.47   sFT  0.99990015   +0 01 10.1
 BT1744;UTM  16      - 3,485,747.884   772,733.435   MT  1.00051755   +1 29 59.0
 BT1744
 BT1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1744!SPC GA W     -   0.99999592  x   0.99990015  =   0.99989607
 BT1744!UTM  16      -   0.99999592  x   1.00051755  =   1.00051346
 BT1744
 BT1744                          SUPERSEDED SURVEY CONTROL
 BT1744
 BT1744  NAD 83(1986)-  31 28 27.83025(N)    084 07 45.75715(W) AD(       ) 2
 BT1744  NAD 27      -  31 28 27.19300(N)    084 07 46.09100(W) AD(       ) 2
 BT1744  NGVD 29 (07/19/86)   53.34   (m)          175.0    (f) LEVELING    3  
 BT1744
 BT1744.Superseded values are not recommended for survey control.
 BT1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1744.See file dsdata.txt to determine how the superseded data were derived.
 BT1744
 BT1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7273385748(NAD 83)
 BT1744_MARKER: Z = SEE DESCRIPTION
 BT1744_SETTING: 0 = UNSPECIFIED SETTING
 BT1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1744
 BT1744  HISTORY     - Date     Condition        Report By
 BT1744  HISTORY     - 1935     MONUMENTED       GAGS
 BT1744
 BT1744                          STATION DESCRIPTION
 BT1744
 BT1744'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1744'A MONUMENT OF THE GEORGIA GEODETIC SURVEY, 213.54 FEET FROM
 BT1744'PUTNEY (SEE DESCRIPTION THEREOF) N 0 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1736 ***********************************************************************
 BT1736  DESIGNATION -  6B 7 GAGS 1935
 BT1736  PID         -  BT1736
 BT1736  STATE/COUNTY-  GA/MITCHELL
 BT1736  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1736
 BT1736                         *CURRENT SURVEY CONTROL
 BT1736  ___________________________________________________________________
 BT1736* NAD 83(1994)-  31 19 47.62149(N)    084 11 30.75516(W)     ADJUSTED  
 BT1736* NAVD 88     -        51.69   (+/-2cm)     169.6    (feet)  VERTCON   
 BT1736  ___________________________________________________________________
 BT1736  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BT1736  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BT1736
 BT1736  HORZ ORDER  -  SECOND
 BT1736  VERT ORDER  -  THIRD ? (See Below)
 BT1736
 BT1736.The horizontal coordinates were established by classical geodetic methods
 BT1736.and adjusted by the National Geodetic Survey in September 1997..
 BT1736
 BT1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1736.The vertical order pertains to the NGVD 29 superseded value.
 BT1736
 BT1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1736
 BT1736.The geoid height was determined by GEOID03.
 BT1736
 BT1736;                    North         East     Units Scale Factor Converg.
 BT1736;SPC GA W     -   147,422.660   697,600.928   MT  0.99990007   -0 00 47.2
 BT1736;SPC GA W     -   483,669.18  2,288,712.38   sFT  0.99990007   -0 00 47.2
 BT1736;UTM  16      - 3,469,569.897   767,202.665   MT  1.00048073   +1 27 39.6
 BT1736
 BT1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1736!SPC GA W     -   0.99999617  x   0.99990007  =   0.99989624
 BT1736!UTM  16      -   0.99999617  x   1.00048073  =   1.00047690
 BT1736
 BT1736                          SUPERSEDED SURVEY CONTROL
 BT1736
 BT1736  NAD 83(1986)-  31 19 47.62785(N)    084 11 30.76032(W) AD(       ) 2
 BT1736  NAD 27      -  31 19 46.98000(N)    084 11 31.09500(W) AD(       ) 2
 BT1736  NGVD 29 (07/19/86)   51.83   (m)          170.0    (f) LEVELING    3  
 BT1736
 BT1736.Superseded values are not recommended for survey control.
 BT1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1736.See file dsdata.txt to determine how the superseded data were derived.
 BT1736
 BT1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6720369570(NAD 83)
 BT1736_MARKER: DD = SURVEY DISK
 BT1736_SETTING: 0 = UNSPECIFIED SETTING
 BT1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1736
 BT1736  HISTORY     - Date     Condition        Report By
 BT1736  HISTORY     - 1935     MONUMENTED       GAGS
 BT1736
 BT1736                          STATION DESCRIPTION
 BT1736
 BT1736'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1736'ABOUT 1-1/2 MILES (BY ROAD) WEST-BY-NORTH FROM POST OFFICE
 BT1736'AND ATLANTIC COAST LINE RAILROAD STATION AT FLINT, ABOUT
 BT1736'1.2 MILES NORTHEAST OF COLLINS WELL GASOLINE STATION AND STORE
 BT1736'(AT INTERSECTION OF FLINT ROAD AND U.S. HIGHWAY 19), 41 FEET
 BT1736'SOUTHWEST OF FENCE CORNER (WHERE NORTH-SOUTH FENCE LINE
 BT1736'INTERSECTS EAST-WEST FENCE LINE WHICH SEPARATES CULTIVATED
 BT1736'FIELD FROM WOODED SECTION), AT CURVE, 26 FEET EAST OF CENTER
 BT1736'LINE OF U.S. HIGHWAY 19, AND 20.5 FEET NORTHEAST OF TELEPHONE
 BT1736'POLE 2374.  TO REACH FROM WEST END OF FLINT RIVER BRIDGE
 BT1736'IN ALBANY, GO SOUTH ON U.S. HIGHWAY 19 FOR ABOUT 17.8 MILES
 BT1736'TO STATION.  MARK IS A STATE SURVEY STANDARD DISK, SET IN
 BT1736'CONCRETE IN 6-INCH PIPE, PROJECTING 2 INCHES AND IS 0.6
 BT1736'MILE NORTH-NORTHEAST OF FLINT (SEE DESCRIPTION THEREOF)
 BT1736'N 52 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1737 ***********************************************************************
 BT1737  DESIGNATION -  6B 8 GAGS 1935
 BT1737  PID         -  BT1737
 BT1737  STATE/COUNTY-  GA/MITCHELL
 BT1737  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1737
 BT1737                         *CURRENT SURVEY CONTROL
 BT1737  ___________________________________________________________________
 BT1737* NAD 83(1994)-  31 19 31.81376(N)    084 11 54.91241(W)     ADJUSTED  
 BT1737* NAVD 88     -        57.41   (+/-2cm)     188.4    (feet)  VERTCON   
 BT1737  ___________________________________________________________________
 BT1737  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BT1737  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BT1737
 BT1737  HORZ ORDER  -  SECOND
 BT1737  VERT ORDER  -  THIRD ? (See Below)
 BT1737
 BT1737.The horizontal coordinates were established by classical geodetic methods
 BT1737.and adjusted by the National Geodetic Survey in September 1997..
 BT1737
 BT1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1737.The vertical order pertains to the NGVD 29 superseded value.
 BT1737
 BT1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1737
 BT1737.The geoid height was determined by GEOID03.
 BT1737
 BT1737;                    North         East     Units Scale Factor Converg.
 BT1737;SPC GA W     -   146,936.017   696,962.201   MT  0.99990011   -0 00 59.7
 BT1737;SPC GA W     -   482,072.58  2,286,616.82   sFT  0.99990011   -0 00 59.7
 BT1737;UTM  16      - 3,469,066.694   766,576.305   MT  1.00047661   +1 27 26.3
 BT1737
 BT1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1737!SPC GA W     -   0.99999528  x   0.99990011  =   0.99989539
 BT1737!UTM  16      -   0.99999528  x   1.00047661  =   1.00047188
 BT1737
 BT1737                          SUPERSEDED SURVEY CONTROL
 BT1737
 BT1737  NAD 83(1986)-  31 19 31.82012(N)    084 11 54.91757(W) AD(       ) 2
 BT1737  NAD 27      -  31 19 31.17200(N)    084 11 55.25200(W) AD(       ) 2
 BT1737  NGVD 29 (07/19/86)   57.55   (m)          188.8    (f) LEVELING    3  
 BT1737
 BT1737.Superseded values are not recommended for survey control.
 BT1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1737.See file dsdata.txt to determine how the superseded data were derived.
 BT1737
 BT1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6657669067(NAD 83)
 BT1737_MARKER: DD = SURVEY DISK
 BT1737_SETTING: 0 = UNSPECIFIED SETTING
 BT1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1737
 BT1737  HISTORY     - Date     Condition        Report By
 BT1737  HISTORY     - 1935     MONUMENTED       GAGS
 BT1737
 BT1737                          STATION DESCRIPTION
 BT1737
 BT1737'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BT1737'ABOUT 1.7 MILES (BY ROAD) WEST-BY-NORTH FROM POST OFFICE
 BT1737'AND ATLANTIC COAST LINE RAILROAD STATION AT FLINT, 0.8 MILE
 BT1737'NORTH OF COLLINS WELL GASOLINE STATION AND STORE (AT INTERSECTION
 BT1737'OF FLINT ROAD AND U.S. HIGHWAY 19), 110 FEET WEST OF WEST
 BT1737'EDGE OF HIGHWAY, 48 FEET NORTH OF LARGE CORNER FENCE POST
 BT1737'AND 18 FEET SOUTHEAST OF LARGE 3-PRONG OAK TREE.  TO REACH
 BT1737'FROM WEST END OF FLINT RIVER BRIDGE IN ALBANY, GO SOUTH ON U.S.
 BT1737'HIGHWAY 19 FOR ABOUT 18.45 MILES TO STATION.  MARK IS A STATE
 BT1737'SURVEY STANDARD DISK, SET IN CONCRETE IN 6-INCH PIPE,
 BT1737'PROJECTS 1 INCH ABOVE GROUND, AND IS 76.27 FEET SOUTHWEST OF
 BT1737'FLINT (SEE DESCRIPTION THEREOF) S 51 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4075 ***********************************************************************
 CK4075  DESIGNATION -  6C 21
 CK4075  PID         -  CK4075
 CK4075  STATE/COUNTY-  GA/EFFINGHAM
 CK4075  USGS QUAD   -  EGYPT (1978)
 CK4075
 CK4075                         *CURRENT SURVEY CONTROL
 CK4075  ___________________________________________________________________
 CK4075* NAD 83(1994)-  32 28 26.74772(N)    081 24 25.55503(W)     ADJUSTED  
 CK4075* NAVD 88     -        37.21   (+/-2cm)     122.1    (feet)  VERTCON   
 CK4075  ___________________________________________________________________
 CK4075  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK4075  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 CK4075
 CK4075  HORZ ORDER  -  THIRD
 CK4075  VERT ORDER  -  THIRD ? (See Below)
 CK4075
 CK4075.The horizontal coordinates were established by classical geodetic methods
 CK4075.and adjusted by the National Geodetic Survey in September 1997..
 CK4075
 CK4075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4075.The vertical order pertains to the NGVD 29 superseded value.
 CK4075
 CK4075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4075
 CK4075.The geoid height was determined by GEOID03.
 CK4075
 CK4075;                    North         East     Units Scale Factor Converg.
 CK4075;SPC GA E     -   274,538.739   271,395.951   MT  0.99996284   +0 24 28.2
 CK4075;SPC GA E     -   900,715.85    890,404.88   sFT  0.99996284   +0 24 28.2
 CK4075;SPC SC       -    71,139.597   571,330.974   MT  1.00000922   -0 13 32.5
 CK4075;SPC SC       -   233,397.63  1,874,445.45   iFT  1.00000922   -0 13 32.5
 CK4075;UTM  17      - 3,593,060.662   461,746.398   MT  0.99961804   -0 13 06.9
 CK4075
 CK4075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4075!SPC GA E     -   0.99999899  x   0.99996284  =   0.99996183
 CK4075!SPC SC       -   0.99999899  x   1.00000922  =   1.00000821
 CK4075!UTM  17      -   0.99999899  x   0.99961804  =   0.99961703
 CK4075
 CK4075|---------------------------------------------------------------------|
 CK4075| PID    Reference Object                     Distance      Geod. Az  |
 CK4075|                                                           dddmmss.s |
 CK4075| CK4419 6C 21 RM 2                           41.270 METERS 14648     |
 CK4075| CK4418 6C 21 RM 1                           33.269 METERS 27555     |
 CK4075| CK4417 6C 21 AZ MK                                        3254550.1 |
 CK4075|---------------------------------------------------------------------|
 CK4075
 CK4075                          SUPERSEDED SURVEY CONTROL
 CK4075
 CK4075  NAD 83(1986)-  32 28 26.74108(N)    081 24 25.56012(W) AD(       ) 3
 CK4075  NAD 27      -  32 28 26.09300(N)    081 24 26.17500(W) AD(       ) 3
 CK4075  NGVD 29 (07/19/86)   37.47   (m)          122.9    (f) LEVELING    3  
 CK4075
 CK4075.Superseded values are not recommended for survey control.
 CK4075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4075.See file dsdata.txt to determine how the superseded data were derived.
 CK4075
 CK4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6174693061(NAD 83)
 CK4075_MARKER: DE = TRAVERSE STATION DISK
 CK4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4075
 CK4075  HISTORY     - Date     Condition        Report By
 CK4075  HISTORY     - 1935     MONUMENTED       GAGS
 CK4075
 CK4075                          STATION DESCRIPTION
 CK4075
 CK4075'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK4075'AT SHAWNEE.  TO REACH FROM POST OFFICE IN SPRINGFIELD, GO 10.4 MILES
 CK4075'NORTH ON STATE HIGHWAY 21 (OR 0.15 MILE BEYOND J.W. REMLEYS STORE ON
 CK4075'LEFT) TO T-ROAD.  TURN LEFT FOR 0.85 MILE TO SHAWNEE. TURN LEFT JUST
 CK4075'BEFORE CROSSING RAILWAY TRACKS AND GO 0.1 MILE. TURN RIGHT, CROSS
 CK4075'TRACKS AND THEN TURN LEFT ALONG TRACKS FOR 0.1 MILE TO STATION ON
 CK4075'RIGHT, 14 PACES SOUTHEAST OF 24-INCH PINE, 11 PACES SOUTH OF MOST
 CK4075'SOUTHERLY OF FOUR ERECT CROSS TIES AND 29.48 FEET WEST OF WEST
 CK4075'RAIL OF RAILWAY TRACKS.  STATION IS A STANDARD TRAVERSE DISK SET IN
 CK4075'6-INCH CONCRETE CYLINDER AND PROJECTS ABOUT 1 INCH.  REFERENCE AND
 CK4075'AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CK4075'REFERENCE
 CK4075'MARK NO. 1 PROJECTS ABOUT 3 INCHES, IS IN SOUTHEAST EDGE OF PINE
 CK4075'WOODS, 12 PACES NORTH OF WIRE FENCE CORNER AND WOODEN GATE AND
 CK4075'109.15 FEET FROM STATION N 84 DEG 05 MIN W.  REFERENCE MARK
 CK4075'NO. 2 PROJECTS ABOUT 3 INCHES, IS ABOUT 30 FEET WEST OF WEST RAIL
 CK4075'OF RAILWAY TRACK, 3 FEET ABOVE TRACK LEVEL AND 135.40 FEET FROM
 CK4075'STATION S 33 DEG 12 MIN E.  AZIMUTH MARK IS AT FIRST
 CK4075'SWITCH NORTH OF SHAWNEE, 13 PACES NORTH-NORTHEAST OF CLEARANCE POST,
 CK4075'10 PACES EAST OF EAST RAIL OF RAILWAY TRACKS, 8 PACES SOUTH OF
 CK4075'TELEPHONE POLE AND 0.6 MILE FROM STATION N 34 DEG 14 MIN W.
 CK4075'
 CK4075'THE GRID AZIMUTH TO THE AZIMUTH MARK=145 DEG 59 MIN 11.4 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK3946 ***********************************************************************
 CK3946  DESIGNATION -  6C 25
 CK3946  PID         -  CK3946
 CK3946  STATE/COUNTY-  GA/EFFINGHAM
 CK3946  USGS QUAD   -  KILDARE (1978)
 CK3946
 CK3946                         *CURRENT SURVEY CONTROL
 CK3946  ___________________________________________________________________
 CK3946* NAD 83(1994)-  32 32 01.68820(N)    081 27 25.73984(W)     ADJUSTED  
 CK3946* NAVD 88     -        39.27   (+/-2cm)     128.8    (feet)  VERTCON   
 CK3946  ___________________________________________________________________
 CK3946  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 CK3946  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 CK3946
 CK3946  HORZ ORDER  -  SECOND
 CK3946  VERT ORDER  -  THIRD ? (See Below)
 CK3946
 CK3946.The horizontal coordinates were established by classical geodetic methods
 CK3946.and adjusted by the National Geodetic Survey in March 1998..
 CK3946
 CK3946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3946.The vertical order pertains to the NGVD 29 superseded value.
 CK3946
 CK3946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3946
 CK3946.The geoid height was determined by GEOID03.
 CK3946
 CK3946;                    North         East     Units Scale Factor Converg.
 CK3946;SPC GA E     -   281,127.009   266,647.188   MT  0.99995476   +0 22 53.7
 CK3946;SPC GA E     -   922,330.86    874,824.98   sFT  0.99995476   +0 22 53.7
 CK3946;SPC SC       -    77,780.299   566,655.250   MT  0.99998827   -0 15 12.4
 CK3946;SPC SC       -   255,184.71  1,859,105.15   iFT  0.99998827   -0 15 12.4
 CK3946;UTM  17      - 3,599,698.251   457,071.590   MT  0.99962272   -0 14 45.1
 CK3946
 CK3946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3946!SPC GA E     -   0.99999865  x   0.99995476  =   0.99995341
 CK3946!SPC SC       -   0.99999865  x   0.99998827  =   0.99998692
 CK3946!UTM  17      -   0.99999865  x   0.99962272  =   0.99962137
 CK3946
 CK3946:                Primary Azimuth Mark                     Grid Az
 CK3946:SPC GA E     -  PRYOR                                    001 03 34.5
 CK3946:SPC SC       -  PRYOR                                    001 41 40.6
 CK3946:UTM  17      -  PRYOR                                    001 41 13.3
 CK3946
 CK3946|---------------------------------------------------------------------|
 CK3946| PID    Reference Object                     Distance      Geod. Az  |
 CK3946|                                                           dddmmss.s |
 CK3946| CK3947 PRYOR                               APPROX.11.2 KM 0012628.2 |
 CK3946| CK4421 6C 25 RM 1                           29.215 METERS 19246     |
 CK3946| CK4420 6C 25 AZ MK                                        2192307.5 |
 CK3946| CK4422 6C 25 RM 2                           38.286 METERS 29200     |
 CK3946|---------------------------------------------------------------------|
 CK3946
 CK3946                          SUPERSEDED SURVEY CONTROL
 CK3946
 CK3946  NAD 83(1994)-  32 32 01.69041(N)    081 27 25.73966(W) AD(       ) 2
 CK3946  NAD 83(1986)-  32 32 01.68243(N)    081 27 25.74048(W) AD(       ) 2
 CK3946  NAD 27      -  32 32 01.04800(N)    081 27 26.35600(W) AD(       ) 2
 CK3946  NGVD 29 (07/19/86)   39.52   (m)          129.7    (f) LEVELING    3  
 CK3946
 CK3946.Superseded values are not recommended for survey control.
 CK3946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3946.See file dsdata.txt to determine how the superseded data were derived.
 CK3946
 CK3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5707299698(NAD 83)
 CK3946_MARKER: DE = TRAVERSE STATION DISK
 CK3946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3946
 CK3946  HISTORY     - Date     Condition        Report By
 CK3946  HISTORY     - 1935     MONUMENTED       GAGS
 CK3946  HISTORY     - 1954     GOOD             GAHD
 CK3946  HISTORY     - 1954     SEE DESCRIPTION  GAHD
 CK3946  HISTORY     - 1979     MARK NOT FOUND   NGS
 CK3946  HISTORY     - 19951203 MARK NOT FOUND   USPSQD
 CK3946
 CK3946                          STATION DESCRIPTION
 CK3946
 CK3946'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK3946'AT KILDARE, ON SAVANNAH AND AUGUSTA RAILWAY RIGHT-OF-WAY, 83 FEET
 CK3946'SOUTHWEST OF SOUTHEAST CORNER OF RAILWAY DEPOT, 79.6 FEET NORTHWEST
 CK3946'OF CENTER LINE OF OLIVER-CLYO ROAD, 68.5 FEET NORTHEAST OF FENCE
 CK3946'LINE, 41 FEET NORTHEAST OF CENTER LINE OF DIM ROAD PARALLELING
 CK3946'RAILWAY TRACKS AND 30.8 FEET SOUTHWEST OF CENTER LINE OF TRACKS.
 CK3946'TO REACH FROM RAILWAY STATION AT NEWINGTON, GO SOUTHEAST ON STATE
 CK3946'HIGHWAY 21 FOR 3.4 MILES TO END OF PAVEMENT AND COUNTY LINE.
 CK3946'CONTINUE 1.4 MILES TO CROSS ROADS AND TURN LEFT FOR 0.45 MILE TO
 CK3946'KILDARE DEPOT.  STATION IS A STANDARD U.S.C. AND G.S. AND STATE
 CK3946'SURVEY TRAVERSE DISK (STAMPED 6C-25) SET IN CONCRETE AND PROJECTS 1
 CK3946'INCH.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 CK3946'CONCRETE MONUMENTS.
 CK3946'REFERENCE MARK NO. 1 IS AT FENCE CORNER, 6 PACES NORTHWEST
 CK3946'OF CENTER LINE OF OLIVER-CLYO ROAD AND 95.85 FEET FROM STATION
 CK3946'S 12 DEG 46 MIN W.  REFERENCE MARK NO. 2 IS ALONG FENCE LINE, 62
 CK3946'PACES NORTHWEST OF CENTER LINE OF OLIVER-CLYO ROAD, 27 FEET
 CK3946'SOUTHWEST OF DIM ROAD PARALLELING RAILWAY TRACKS AND 125.61 FEET
 CK3946'FROM STATION N 68 DEG 00 MIN W.  AZIMUTH MARK IS AT SOUTH
 CK3946'CORNER OF FENCE ADJOINING C.A. SOWELLS BLACKSMITH SHOP, 75 FEET
 CK3946'NORTHWEST OF SOWELLS HOUSE, 12 FEET NORTHWEST OF CENTER LINE OF MAIN
 CK3946'ROAD AND 0.15 MILE FROM STATION S 39 DEG 23 MIN W.
 CK3946'6C-26 (GA.GEOD.S.) IS AT NORTHEAST CORNER OF TRIANGULAR PATCH OF
 CK3946'WOODS, 135 FEET NORTHEAST OF INTERSECTION OF STATE HIGHWAY 21 AND
 CK3946'OLIVER-CLYO ROAD, 15.5 FEET SOUTHEAST OF CENTER LINE OF ROAD, 12
 CK3946'FEET NORTHEAST OF 16-INCH PINE (THE MOST EASTERN IN THIS PATCH OF
 CK3946'WOODS), 9 FEET NORTHWEST OF DIM WOODS ROAD AND 0.4 MILE FROM
 CK3946'STATION S 38 DEG 44 MIN W.
 CK3946
 CK3946                          STATION RECOVERY (1954)
 CK3946
 CK3946'RECOVERY NOTE BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1954 (RAF)
 CK3946'STATION AND R.M. 2 WERE RECOVERED, AND REFERENCE MARK NO. 1 MOVED TO
 CK3946'PERMIT CONSTRUCTION.  REFERENCE MARK NO. 1 IS NOW LOCATED NORTHWEST
 CK3946'OF THE STATION ALONG THE SOUTHWEST RIGHT-OF-WAY OF THE SAVANNAH AND
 CK3946'ATLANTA RAILWAY.
 CK3946
 CK3946                          STATION RECOVERY (1954)
 CK3946
 CK3946'RECOVERY NOTE BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1954
 CK3946'AZIMUTH MARK WAS MOVED 6.6 FEET AND 0 DEG 28 MIN CLOCKWISE FROM OLD
 CK3946'LOCATION.
 CK3946
 CK3946                          STATION RECOVERY (1979)
 CK3946
 CK3946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK3946'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE NOT
 CK3946'RECOVERED.  PREVIOUS DATA STATES THAT REFERENCE MARK 1 AND THE AZIMUTH
 CK3946'MARK WERE MOVED FOR ROAD CONSTRUCTION.  THE STATION MARK AREA HAS
 CK3946'BEEN GOUGED OUT TO LOWER THE AREA ABOUT 18 INCHES.  NO INDICATION OF
 CK3946'AN UNDERGROUND MARK, BUT AREA WAS PRODDED FOR 1/2 HOUR.  THE AZIMUTH
 CK3946'MARK WAS RECOVERED.
 CK3946'
 CK3946'AZIMUTH MARK, A REFERENCE DISK STAMPED---6C 25 AZI 1935---IS SET IN
 CK3946'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT
 CK3946'150 FEET EAST OF STATE HIGHWAY 21, IN THE KILDARE COMMUNITY, 2.5 FEET
 CK3946'SOUTHWEST OF TELEPHONE PEDESTAL 1/251, 74 FEET EAST-NORTHEAST OF THE
 CK3946'NORTHEAST CORNER OF A CINDERBLOCK BUILDING HOUSING A STORE AND GAS
 CK3946'STATION, 30 FEET NORTHWEST OF THE CENTER OF COUNTY ROUTE 90253, 50.5
 CK3946'FEET SOUTHEAST OF A FORKED 14-INCH PECAN TREE, AT THE SOUTHWEST END OF
 CK3946'EIGHT 12-INCH PINE TREES IN FRONT YARD OF TRAILER.
 CK3946'
 CK3946'TO REACH FROM THE ORIGINAL STATION SITE AT THE RAILROAD TRACK, GO
 CK3946'WESTERLY ON THE PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 CK3946
 CK3946                          STATION RECOVERY (1995)
 CK3946
 CK3946'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK3946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3129 ***********************************************************************
 DG3129  DESIGNATION -  6E 3
 DG3129  PID         -  DG3129
 DG3129  STATE/COUNTY-  GA/COWETA
 DG3129  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3129
 DG3129                         *CURRENT SURVEY CONTROL
 DG3129  ___________________________________________________________________
 DG3129* NAD 83(1994)-  33 19 53.43115(N)    084 47 07.96191(W)     ADJUSTED  
 DG3129* NAVD 88     -       298.51   (+/-2cm)     979.4    (feet)  VERTCON   
 DG3129  ___________________________________________________________________
 DG3129  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DG3129  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3129
 DG3129  HORZ ORDER  -  FIRST
 DG3129  VERT ORDER  -  THIRD ? (See Below)
 DG3129
 DG3129.The horizontal coordinates were established by classical geodetic methods
 DG3129.and adjusted by the National Geodetic Survey in September 1997..
 DG3129
 DG3129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3129.The vertical order pertains to the NGVD 29 superseded value.
 DG3129
 DG3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3129
 DG3129.The geoid height was determined by GEOID03.
 DG3129
 DG3129;                    North         East     Units Scale Factor Converg.
 DG3129;SPC GA W     -   369,535.450   642,386.404   MT  0.99994091   -0 20 24.3
 DG3129;SPC GA W     - 1,212,384.22  2,107,562.73   sFT  0.99994091   -0 20 24.3
 DG3129;UTM  16      - 3,690,228.251   706,108.576   MT  1.00012377   +1 13 02.0
 DG3129
 DG3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3129!SPC GA W     -   0.99995770  x   0.99994091  =   0.99989861
 DG3129!UTM  16      -   0.99995770  x   1.00012377  =   1.00008147
 DG3129
 DG3129:                Primary Azimuth Mark                     Grid Az
 DG3129:SPC GA W     -  NEWNAN COTTON MILLS TANK                 023 40 29.6
 DG3129:UTM  16      -  NEWNAN COTTON MILLS TANK                 022 07 03.3
 DG3129
 DG3129|---------------------------------------------------------------------|
 DG3129| PID    Reference Object                     Distance      Geod. Az  |
 DG3129|                                                           dddmmss.s |
 DG3129| DG3131 NEWNAN COTTON MILLS TANK            APPROX. 2.7 KM 0232005.3 |
 DG3129| DG3130 NEW ORLEANS ATLANTA AWY BCN 39      APPROX. 1.4 KM 1482245.6 |
 DG3129| CZ2700 6E 3 AZ MK                                         1593145.5 |
 DG3129| CZ2701 6E 3 RM 1                            29.529 METERS 16241     |
 DG3129| DG3132 MORELAND WATER TANK                 APPROX. 5.3 KM 1641728.8 |
 DG3129| CZ2702 6E 3 RM 2                            35.236 METERS 32440     |
 DG3129| DG3136 NEWNAN MUNICIPAL STANDPIPE          APPROX. 4.5 KM 3390811.3 |
 DG3129| DG3133 NEWNAN COWETA CO CTHSE CUPOLA       APPROX. 5.0 KM 3441956.8 |
 DG3129| DG3135 NEWNAN COLE MFG CO WATER TANK       APPROX. 4.8 KM 3454915.7 |
 DG3129| DG3112 NEWNAN MUNICIPAL TANK               APPROX. 5.1 KM 3471244.7 |
 DG3129| DG3113 NEWNAN FARMERS WHSE CO TANK         APPROX. 5.1 KM 3480537.5 |
 DG3129|---------------------------------------------------------------------|
 DG3129
 DG3129                          SUPERSEDED SURVEY CONTROL
 DG3129
 DG3129  NAD 83(1994)-  33 19 53.43571(N)    084 47 07.96146(W) AD(       ) 1
 DG3129  NAD 83(1986)-  33 19 53.43724(N)    084 47 07.96001(W) AD(       ) 1
 DG3129  NAD 27      -  33 19 53.01600(N)    084 47 08.19500(W) AD(       ) 1
 DG3129  NGVD 29 (07/19/86)  298.49   (m)          979.3    (f) LEVELING    3  
 DG3129
 DG3129.Superseded values are not recommended for survey control.
 DG3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3129.See file dsdata.txt to determine how the superseded data were derived.
 DG3129
 DG3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0610990228(NAD 83)
 DG3129_MARKER: DD = SURVEY DISK
 DG3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3129
 DG3129  HISTORY     - Date     Condition        Report By
 DG3129  HISTORY     - 1934     MONUMENTED       GAGS
 DG3129  HISTORY     - 1941     GOOD             CGS
 DG3129  HISTORY     - 1953     GOOD             CGS
 DG3129
 DG3129                          STATION DESCRIPTION
 DG3129
 DG3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3129'STATION IS ABOUT 3 MILES S OF NEWNAN, 0.25 MILE W OF JUNCTION
 DG3129'OF STATE HIGHWAY 16 AND U.S. HIGHWAY 29, ON RAILROAD PROPERTY
 DG3129'AND IN EDGE OF CULTIVATED FIELD OWNED BY MR. BOB MANN.
 DG3129'
 DG3129'STATION MARK IS A STANDARD STATE SURVEY DISK SET IN CONCRETE
 DG3129'CYLINDER ABOUT 6 INCHES IN DIAMETER AND 1 FOOT BELOW THE
 DG3129'SURFACE OF THE GROUND.  THE MARK IS 74 FEET SE OF MILEPOST
 DG3129'A-42.  25 FEET NW FROM AN IRON RAIL MARKER, WHICH PROJECTS
 DG3129'ABOUT 1 FOOT.
 DG3129'
 DG3129'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 DG3129'DISKS SET IN CONCRETE.
 DG3129'
 DG3129'REFERENCE MARK NO. 1 WAS SET 6 FEET E OF RAILROAD BANK, 4
 DG3129'FEET N OF WHITE WOODEN 4 BY 4 POST.
 DG3129'
 DG3129'REFERENCE MARK NO. 2 WAS SET 10 FEET E OF RAILROAD BANK
 DG3129'AND 75 FEET NE OF MILEPOST A-42.
 DG3129'
 DG3129'THE AZIMUTH MARK WAS SET S OF STATION, ON THE W SIDE OF
 DG3129'THE RAILROAD TRACKS, 35 FEET E OF AN OLD HOUSE OCCUPIED
 DG3129'BY NEGROES, 0.1 MILE W OF U.S. HIGHWAY 29.  A WHITE WOODEN
 DG3129'4 BY 4 POST WAS SET 2.5 FEET S OF THE MARK.  TO REACH THE
 DG3129'AZIMUTH MARK FROM THE GRADED DIRT ROAD, CONTINUE ON U.S.
 DG3129'HIGHWAY 29 FOR 0.45 MILE TO LANE RIGHT AND SMALL SHACK, TURN
 DG3129'RIGHT AND GO 0.15 MILE CROSSING RAILROAD TRACKS, TURN RIGHT
 DG3129'TO OLD HOUSE ON HILL AND AZIMUTH MARK.
 DG3129'
 DG3129'TO REACH THE STATION FROM THE POST OFFICE IN NEWNAN, GO
 DG3129'S ON U.S. HIGHWAY 29 FOR 3.2 MILES TO A GRADED DIRT ROAD RIGHT,
 DG3129'WHICH IS ABOUT 100 YARDS BEFORE REACHING THE JUNCTIONS OF
 DG3129'STATE HIGHWAY 16, AND U.S. HIGHWAY 29, TURN RIGHT AND GO
 DG3129'NW ON THIS DIRT ROAD FOR 0.1 MILE TO A DIM ROAD W THROUGH
 DG3129'FIELD ALONG PROPERTY LINE, TURN LEFT AND GO 0.15 MILE TO
 DG3129'EDGE OF RAILROAD EMBANKMENT AND STATION.
 DG3129'
 DG3129'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DG3129
 DG3129                          STATION RECOVERY (1953)
 DG3129
 DG3129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG3129'THE STATION WAS VISITED.  THE STATION, AZIMUTH MARK, AND
 DG3129'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  A
 DG3129'COMPLETE NEW DESCRIPTION FOLLOWS--
 DG3129'
 DG3129'THE STATION IS LOCATED ABOUT 3 MI. S OF NEWNAN, 0.25 MI. W
 DG3129'OF THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY 29, ON
 DG3129'THE E SIDE OF THE ATLANTA AND WEST POINT RAILROAD, IN A
 DG3129'CULTIVATED FIELD OWNED BY BOB MANN.  IT IS 75 FT. SE OF
 DG3129'MILEPOST A 42, 21 FT. E OF THE E BANK OF A CUT, 35 FT. NE
 DG3129'OF A TELEGRAPH POLE.  IT IS A GEORGIA GEODETIC AND STATE
 DG3129'SURVEY DISK, STAMPED 6 E 3 AND IS 1 FT. UNDER GROUND.
 DG3129'
 DG3129'REFERENCE MARK 1 IS 29.529 M. S OF THE STATION, 61 FT. S-SE
 DG3129'OF A TELEGRAPH POLE, AND 6 FT. E OF THE E BANK OF A CUT.
 DG3129'IT IS A STANDARD DISK, STAMPED 6 E 3 NO 1 1941 AND IS FLUSH
 DG3129'WITH THE GROUND.
 DG3129'
 DG3129'REFERENCE MARK 2 IS 35.236 M. N OF THE STATION, 50 FT. N-NE
 DG3129'OF MILEPOST A-42, 10 FT. E OF THE E BANK OF A CUT, AND 4 FT.
 DG3129'W OF A TELEGRAPH POLE.  IT IS A STANDARD DISK, STAMPED 6 E
 DG3129'3 NO 2 1941 AND PROJECTS 3 IN.
 DG3129'
 DG3129'THE AZIMUTH MARK IS 0.55 MI. S OF THE STATION, 52 FT. W OF
 DG3129'THE W RAIL OF THE ATLANTA AND WEST POINT RAILROAD TRACK,
 DG3129'42 FT. E OF AN OLD HOUSE, 33 FT. NW OF A TELEGRAPH POLE,
 DG3129'AND 45 FT. N OF A 12-IN. TREE.  IT IS A STANDARD DISK, STAMPED
 DG3129'6 E 3 1941 AND PROJECTS 2 IN.
 DG3129'
 DG3129'TO REACH THE STATION FROM THE POST OFFICE IN NEWNAN, GO S
 DG3129'ON U.S. HIGHWAY 29 FOR 3.2 MI. TO A GRADED DIRT ROAD RIGHT.
 DG3129'**TURN RIGHT AND GO 0.1 MI., TURN LEFT THROUGH FIELD FOR
 DG3129'0.15 MI. TO THE MARK AS DESCRIBED.
 DG3129'
 DG3129'**TO REACH THE AZIMUTH MARK FROM THIS POINT, GO S FOR 0.45
 DG3129'MI. TO A DIM ROAD RIGHT, TURN RIGHT AND GO TO THE RAILROAD
 DG3129'TRACK.  TURN RIGHT AFTER CROSSING THE TRACKS AND GO TO THE
 DG3129'OLD HOUSE ON THE TOP OF THE HILL AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1448 ***********************************************************************
 BS1448  DESIGNATION -  6H 26 GAGS 1935
 BS1448  PID         -  BS1448
 BS1448  STATE/COUNTY-  GA/COLQUITT
 BS1448  USGS QUAD   -  MOULTRIE (1988)
 BS1448
 BS1448                         *CURRENT SURVEY CONTROL
 BS1448  ___________________________________________________________________
 BS1448* NAD 83(1994)-  31 11 02.11105(N)    083 47 02.82009(W)     ADJUSTED  
 BS1448* NAVD 88     -        90.37   (+/-2cm)     296.5    (feet)  VERTCON   
 BS1448  ___________________________________________________________________
 BS1448  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BS1448  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BS1448
 BS1448  HORZ ORDER  -  THIRD
 BS1448  VERT ORDER  -  THIRD ? (See Below)
 BS1448
 BS1448.The horizontal coordinates were established by classical geodetic methods
 BS1448.and adjusted by the National Geodetic Survey in September 1997..
 BS1448
 BS1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1448.The vertical order pertains to the NGVD 29 superseded value.
 BS1448
 BS1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1448
 BS1448.The geoid height was determined by GEOID03.
 BS1448
 BS1448;                    North         East     Units Scale Factor Converg.
 BS1448;SPC GA W     -   131,302.200   736,461.325   MT  0.99991639   +0 11 53.1
 BS1448;SPC GA W     -   430,780.63  2,416,206.86   sFT  0.99991639   +0 11 53.1
 BS1448;UTM  17      - 3,453,324.627   234,674.050   MT  1.00046843   -1 26 32.7
 BS1448
 BS1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1448!SPC GA W     -   0.99999009  x   0.99991639  =   0.99990648
 BS1448!UTM  17      -   0.99999009  x   1.00046843  =   1.00045852
 BS1448
 BS1448|---------------------------------------------------------------------|
 BS1448| PID    Reference Object                     Distance      Geod. Az  |
 BS1448|                                                           dddmmss.s |
 BS1448| BS1449 WINCHESTER F                        356.763 METERS 00040     |
 BS1448| BS1444 MOULTRIE CTHSE FINIAL               APPROX. 0.6 KM 2170855.0 |
 BS1448| BS0811 FLETCHER RESET                      APPROX. 0.7 KM 3084802.6 |
 BS1448|---------------------------------------------------------------------|
 BS1448
 BS1448                          SUPERSEDED SURVEY CONTROL
 BS1448
 BS1448  NAD 83(1986)-  31 11 02.11183(N)    083 47 02.83409(W) AD(       ) 3
 BS1448  NAD 27      -  31 11 01.44100(N)    083 47 03.19300(W) AD(       ) 3
 BS1448  NGVD 29 (07/19/86)   90.54   (m)          297.0    (f) LEVELING    3  
 BS1448
 BS1448.Superseded values are not recommended for survey control.
 BS1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1448.See file dsdata.txt to determine how the superseded data were derived.
 BS1448
 BS1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ3467453325(NAD 83)
 BS1448_MARKER: DD = SURVEY DISK
 BS1448_SETTING: 0 = UNSPECIFIED SETTING
 BS1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1448
 BS1448  HISTORY     - Date     Condition        Report By
 BS1448  HISTORY     - 1935     MONUMENTED       GAGS
 BS1448
 BS1448                          STATION DESCRIPTION
 BS1448
 BS1448'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BS1448'AT NORTHEAST SECTION OF MOULTRIE, AT INTERSECTION OF GEORGIA
 BS1448'NORTHERN RAILROAD AND STATE HIGHWAY 65, ABOUT 320 FEET SOUTH OF
 BS1448'ATLANTA, BIRMINGHAM AND COAST RAILROAD CROSSING, 74.1 FEET
 BS1448'NORTHWEST OF NORTHWEST CORNER OF COLQUITT LUMBER CO. WAREHOUSE, 34
 BS1448'FEET WEST OF FIREHYDRANT ON NORTH SIDE OF HIGHWAY, 19-1/2 FEET
 BS1448'NORTH OF CENTER LINE OF ADEL HIGHWAY (3RD AVENUE, NORTHEAST) AND 4.7
 BS1448'FEET WEST OF WEST RAIL OF MAIN TRACK.  TO REACH FROM NORTHEAST
 BS1448'CORNER OF COURTHOUSE AT MOULTRIE, GO EAST ON EAST CENTRAL AVENUE
 BS1448'(ADEL HIGHWAY) FOR 1 BLOCK.  TURN LEFT (NORTH) ON 2ND STREET
 BS1448'NORTHEAST FOR 0.25 MILE AND TURN RIGHT (EAST) ON 3RD AVENUE
 BS1448'NORTHEAST FOR 0.2 MILE TO RAILROAD CROSSING AND STATION ON LEFT.
 BS1448'STATION IS A STATE SURVEY STANDARD DISK SET FLUSH WITH GROUND.
 BS1448'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--MOULTRIE,
 BS1448'COLQUITT CO. COURTHOUSE, FINIAL, (SEE DESCRIPTION THEREOF), 0.45
 BS1448'MILE, S 37 DEG 09 MIN W.  MOULTRIE, ALUM. MUNICIPAL
 BS1448'TANK, FINIAL (SEE DESCRIPTION THEREOF), 0.35 MILE, N 52 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1287 ***********************************************************************
 BR1287  DESIGNATION -  7
 BR1287  PID         -  BR1287
 BR1287  STATE/COUNTY-  GA/GLYNN
 BR1287  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1287
 BR1287                         *CURRENT SURVEY CONTROL
 BR1287  ___________________________________________________________________
 BR1287* NAD 83(1994)-  31 05 21.29178(N)    081 26 19.45059(W)     ADJUSTED  
 BR1287* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1287  ___________________________________________________________________
 BR1287  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BR1287  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 BR1287
 BR1287  HORZ ORDER  -  THIRD
 BR1287
 BR1287.The horizontal coordinates were established by classical geodetic methods
 BR1287.and adjusted by the National Geodetic Survey in September 1997..
 BR1287
 BR1287.The orthometric height was scaled from a topographic map.
 BR1287
 BR1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1287
 BR1287.The geoid height was determined by GEOID03.
 BR1287
 BR1287;                    North         East     Units Scale Factor Converg.
 BR1287;SPC GA E     -   120,971.581   269,449.558   MT  0.99995947   +0 22 33.2
 BR1287;SPC GA E     -   396,887.60    884,019.09   sFT  0.99995947   +0 22 33.2
 BR1287;UTM  17      - 3,439,575.622   458,154.443   MT  0.99962160   -0 13 35.6
 BR1287
 BR1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1287!SPC GA E     -   1.00000442  x   0.99995947  =   0.99996389
 BR1287!UTM  17      -   1.00000442  x   0.99962160  =   0.99962602
 BR1287
 BR1287:                Primary Azimuth Mark                     Grid Az
 BR1287:SPC GA E     -  BRUNSWICK POINT CUT R RNG LT             024 08 27.6
 BR1287:UTM  17      -  BRUNSWICK POINT CUT R RNG LT             024 44 36.4
 BR1287
 BR1287|---------------------------------------------------------------------|
 BR1287| PID    Reference Object                     Distance      Geod. Az  |
 BR1287|                                                           dddmmss.s |
 BR1287| BR1278 BRUNSWICK POINT CUT R RNG LT        APPROX. 1.0 KM 0243100.8 |
 BR1287| CW5391 7 RM 2                               16.028 METERS 10830     |
 BR1287| BR1292 JEKYLL CREEK R RNG BCN 3            APPROX. 0.9 KM 1371929.0 |
 BR1287| BR1293 JEKYLL CREEK F RNG BCN 3            APPROX. 0.9 KM 1402701.4 |
 BR1287| BR1295 JEKYLL CREEK REAR RANGE BCN 1       APPROX. 1.8 KM 1504528.8 |
 BR1287| BR1294 JEKYLL CREEK BEACON 1               APPROX. 1.7 KM 1531451.2 |
 BR1287| BR1296 JEKYLL CREEK FRONT RANGE BCN 1      APPROX. 2.0 KM 1535449.0 |
 BR1287| BR1262 JEKYLL CREEK FRONT RANGE BCN 2      APPROX. 2.2 KM 1545040.1 |
 BR1287| BR1264 JEKYLL CREEK REAR RANGE BCN 2       APPROX. 2.4 KM 1545524.0 |
 BR1287| BR1266 JEKYLL CREEK BEACON 2               APPROX. 2.8 KM 1622153.8 |
 BR1287| BR1288 JEKYLL CREEK JETTY R RANGE LT       286.838 METERS 23649     |
 BR1287| BR1291 JEKYLL IS R RNG LT                  APPROX. 1.1 KM 2485135.7 |
 BR1287| BR1286 JEKYLL CREEK JETTY F RNG LT 4       218.565 METERS 27100     |
 BR1287| BR1285 JEKYLL CREEK JETTY F RANGE LT       232.937 METERS 27616     |
 BR1287| BR1279 CEDAR HAMMOCK REAR RANGE LIGHT      APPROX. 4.1 KM 2822949.6 |
 BR1287| BR1277 CEDAR HAMMOCK F RNG LT              APPROX. 3.0 KM 2934037.7 |
 BR1287| BR1301 SHOAL                               APPROX. 2.8 KM 3324300.7 |
 BR1287| BR1283 JEKYLL IS F RNG LT                  APPROX. 0.6 KM 3345219.1 |
 BR1287| BR1282 JEKYLL CREEK LIGHT 2                APPROX. 0.6 KM 3373303.1 |
 BR1287| BR1281 JEKYLL CREEK WEST JETTY BEACON      APPROX. 0.6 KM 3380154.0 |
 BR1287| BR1276 BRUNSWICK POINT CUT F RNG LT        APPROX. 1.3 KM 3444105.5 |
 BR1287| CW5390 7 RM 1                               10.503 METERS 35258     |
 BR1287|---------------------------------------------------------------------|
 BR1287
 BR1287                          SUPERSEDED SURVEY CONTROL
 BR1287
 BR1287  NAD 83(1986)-  31 05 21.30289(N)    081 26 19.45333(W) AD(       ) 3
 BR1287  NAD 27      -  31 05 20.46900(N)    081 26 20.10600(W) AD(       ) 3
 BR1287
 BR1287.Superseded values are not recommended for survey control.
 BR1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1287.See file dsdata.txt to determine how the superseded data were derived.
 BR1287
 BR1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5815439576(NAD 83)
 BR1287_MARKER: DD = SURVEY DISK
 BR1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1287
 BR1287  HISTORY     - Date     Condition        Report By
 BR1287  HISTORY     - 1933     MONUMENTED       USE
 BR1287  HISTORY     - 1934     GOOD             CGS
 BR1287  HISTORY     - 1954     GOOD             CGS
 BR1287  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BR1287
 BR1287                          STATION DESCRIPTION
 BR1287
 BR1287'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1287'ON THE SW POINT OF A SMALL TREELESS HUMMOCK WHICH IS JUST E OF THE
 BR1287'NORTHERLY MOUTH OF JEKYLL CREEK.  THE HUMMOCK IS COVERED WITH A
 BR1287'GROWTH OF LOW BUSHES AND HAS A RIDGE OF SHELLS ALONG ITS S SIDE.
 BR1287'STATION IS 25 M. FROM THE SHARP BANK OF THE CREEK.
 BR1287'
 BR1287'R.M. 1 IS ON THE NE POINT OF THE HUMMOCK AND R.M. 2 IS ON THE C/1 OF
 BR1287'THE HUMMOCK 25 M. FROM THE W END OF THE HUMMOCK.  AT LOW WATER, LAND
 BR1287'ON SHELLS A SHORT DISTANCE S OF STATION.
 BR1287
 BR1287                          STATION RECOVERY (1934)
 BR1287
 BR1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BR1287'RECOVERED AS DESCRIBED, MARKS IN GOOD CONDITION.
 BR1287
 BR1287                          STATION RECOVERY (1954)
 BR1287
 BR1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HJS)
 BR1287'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE DISTANCES TO
 BR1287'THE REFERENCE MARKS IN THE ORIGINAL DESCRIPTION ARE NOT CORRECT
 BR1287'AND SHOULD BE LISTED AS GIVEN BELOW.
 BR1287'
 BR1287'AN OLD, DETERIORATED, WOODEN OBSERVING PLATFORM AND STAND, BUILT BY
 BR1287'THE CORPS OF ENGINEERS, WAS IN PLACE OVER THE MARK, BUT IN ORDER
 BR1287'TO GET ACCURATE RESULTS, IT HAD TO BE TORN DOWN AND A DIRECT SETUP
 BR1287'MADE, USING A TRIPOD.
 BR1287
 BR1287                          STATION RECOVERY (1965)
 BR1287
 BR1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1287'THE STATION DISK WAS FOUND LYING ON THE GROUND BY THE STATION SITE.
 BR1287'ALL THAT REMAINS OF THE STATION IS A MASS OF CONCRETE WITH A 3 INCH
 BR1287'PIPE PROJECTING FROM SAME.  NO ATEMPT WAS MADE TO RECOVER THE SUB
 BR1287'SURFACE MARK.
 BR1287'
 BR1287'BOTH R.M.S WERE RECOVERED IN GOOD CONDITION.
 BR1287'
 BR1287'THE 1954 RECOVERY NOTE BY H.J.S. IS ADEQUATE.
 BR1287'
 BR1287'R.M. 1 IS A STANDARD DISK STAMPED NO 7 USE NO 1 1933 SET IN THE
 BR1287'TOP OF A CRACKED TILE PROJECTING 18 INCHES.
 BR1287'
 BR1287'R.M. 2 IS A STANDARD DISK STAMPED NO 7 USE NO 2 1933 SET IN TOP OF
 BR1287'A TILE PROJECTING 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0102 ***********************************************************************
 CK0102  DESIGNATION -  7 C 11 GAGS
 CK0102  PID         -  CK0102
 CK0102  STATE/COUNTY-  GA/BULLOCH
 CK0102  USGS QUAD   -  STATESBORO (1993)
 CK0102
 CK0102                         *CURRENT SURVEY CONTROL
 CK0102  ___________________________________________________________________
 CK0102* NAD 83(1986)-  32 25 25.     (N)    081 44 59.     (W)     SCALED    
 CK0102* NAVD 88     -        64.153  (meters)     210.48   (feet)  ADJUSTED  
 CK0102  ___________________________________________________________________
 CK0102  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK0102  DYNAMIC HT  -          64.080 (meters)     210.24  (feet)  COMP
 CK0102  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CK0102
 CK0102  VERT ORDER  -  FIRST     CLASS II
 CK0102
 CK0102.The horizontal coordinates were scaled from a topographic map and have
 CK0102.an estimated accuracy of +/- 6 seconds.
 CK0102
 CK0102.The orthometric height was determined by differential leveling
 CK0102.and adjusted by the National Geodetic Survey in June 1991..
 CK0102.WARNING-Repeat measurements at this control monument indicate possible
 CK0102.vertical movement.
 CK0102
 CK0102.The geoid height was determined by GEOID03.
 CK0102
 CK0102.The dynamic height is computed by dividing the NAVD 88
 CK0102.geopotential number by the normal gravity value computed on the
 CK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0102.degrees latitude (g = 980.6199 gals.).
 CK0102
 CK0102.The modeled gravity was interpolated from observed gravity values.
 CK0102
 CK0102;                    North         East    Units  Estimated Accuracy
 CK0102;SPC GA E     -   268,760.      239,210.      MT  (+/- 180 meters Scaled)
 CK0102
 CK0102                          SUPERSEDED SURVEY CONTROL
 CK0102
 CK0102  NGVD 29 (??/??/92)   64.433  (m)          211.39   (f) ADJ UNCH    1 2
 CK0102
 CK0102.Superseded values are not recommended for survey control.
 CK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0102.See file dsdata.txt to determine how the superseded data were derived.
 CK0102
 CK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR295876(NAD 83)
 CK0102_MARKER: DD = SURVEY DISK
 CK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0102_STAMPING: 211.394 7 C 11
 CK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0102+STABILITY: SURFACE MOTION
 CK0102
 CK0102  HISTORY     - Date     Condition        Report By
 CK0102  HISTORY     - UNK      MONUMENTED       GAGS
 CK0102  HISTORY     - 1955     GOOD             NGS
 CK0102  HISTORY     - 1976     GOOD             GAGS
 CK0102  HISTORY     - 1979     GOOD             NGS
 CK0102
 CK0102                          STATION DESCRIPTION
 CK0102
 CK0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0102'4 MI SE FROM STATESBORO.
 CK0102'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 301 FROM THE COURT HOUSE
 CK0102'AT STATESBORO, THENCE ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 CK0102'80, THENCE ABOUT 0.45 MILE SOUTH ALONG A GRADED ROAD, THENCE
 CK0102'ABOUT 0.25 MILE SOUTHEAST ALONG A SAND ROAD FOLLOWING OLD ABANDONED
 CK0102'GRADE OF THE SAVANNAH AND STATESBORO RAILWAY, NEAR THE NORTHWEST
 CK0102'END OF A CURVE WITH TANGENTS EXTENDING SOUTH-SOUTHEAST AND
 CK0102'NORTHWEST, 15 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, 445
 CK0102'FEET NORTHWEST OF NORTHEAST END OF A 60-INCH IRON PIPE CULVERT
 CK0102'UNDER OLD RAILROAD BED, 15 FEET WEST OF A TELEPHONE POLE, ABOUT
 CK0102'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 CK0102'PROJECTING 2 INCHES.
 CK0102
 CK0102                          STATION RECOVERY (1976)
 CK0102
 CK0102'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1976
 CK0102'0.4 MILE NORTH ALONG U.S. HIGHWAY 301, THENCE SOUTHEAST ALONG U.S.
 CK0102'HIGHWAY 80 FOR 2.85 MILES, THENCE SOUTH ALONG DIRT ROAD FOR 0.5 MILE,
 CK0102'THENCE SOUTHEAST ALONG DIRT ROAD FOR 0.25 MILE, 111 FEET SOUTHEAST OF
 CK0102'A TELEPHONE POLE, 15 FEET NORTHEAST OF THE CENTER OF DIRT ROAD, 15
 CK0102'FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST
 CK0102'AND A DISK STAMPED 7 C 11 2119394 AND SET IN THE TOP OF A 6-INCH
 CK0102'ROUND CONCRETE MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND
 CK0102'SURFACE.
 CK0102
 CK0102                          STATION RECOVERY (1979)
 CK0102
 CK0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0102'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1832 ***********************************************************************
 CK1832  DESIGNATION -  7 C 11 RM 1 GAGS
 CK1832  PID         -  CK1832
 CK1832  STATE/COUNTY-  GA/BULLOCH
 CK1832  USGS QUAD   -  STATESBORO (1993)
 CK1832
 CK1832                         *CURRENT SURVEY CONTROL
 CK1832  ___________________________________________________________________
 CK1832* NAD 83(1986)-  32 25 25.     (N)    081 44 59.     (W)     SCALED    
 CK1832* NAVD 88     -        64.36   (meters)     211.2    (feet)  RESET     
 CK1832  ___________________________________________________________________
 CK1832  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK1832
 CK1832  VERT ORDER  -  THIRD
 CK1832
 CK1832.The horizontal coordinates were scaled from a topographic map and have
 CK1832.an estimated accuracy of +/- 6 seconds.
 CK1832
 CK1832.The orthometric height was computed from unverified reset data.
 CK1832
 CK1832.The geoid height was determined by GEOID03.
 CK1832
 CK1832;                    North         East    Units  Estimated Accuracy
 CK1832;SPC GA E     -   268,760.      239,210.      MT  (+/- 180 meters Scaled)
 CK1832
 CK1832                          SUPERSEDED SURVEY CONTROL
 CK1832
 CK1832  NGVD 29 (11/20/03)   64.64   (m)          212.1    (f) RESET       3  
 CK1832
 CK1832.Superseded values are not recommended for survey control.
 CK1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1832.See file dsdata.txt to determine how the superseded data were derived.
 CK1832
 CK1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR295876(NAD 83)
 CK1832_MARKER: DR = REFERENCE MARK DISK
 CK1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1832_STAMPING: 7 C 11 NO 1 1980
 CK1832_PROJECTION: FLUSH
 CK1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1832+STABILITY: SURFACE MOTION
 CK1832
 CK1832  HISTORY     - Date     Condition        Report By
 CK1832  HISTORY     - 1980     MONUMENTED       NGS
 CK1832
 CK1832                          STATION DESCRIPTION
 CK1832
 CK1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CK1832'3.6 KM (2.25 MI) SE FROM STATESBORO.
 CK1832'8.3 KM (5.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 80 FROM ITS JUNCTION
 CK1832'WITH U.S. HIGHWAY 301 IN STATESBORO, THENCE SOUTHWEST ALONG COUNTY
 CK1832'ROAD 91844 FOR 1.9 KM (1.2 MI) TO CROSSROAD, THENCE RIGHT 50 YARDS TO
 CK1832'A CROSSROAD, THENCE AHEAD WEST-NORTHWEST FOR 2.5 KM (1.55 MI), 7.3
 CK1832'METERS (24.0 FT) NORTHEAST OF CENTER OF ROAD, 0.9 METER (3.0 FT)
 CK1832'SOUTHEAST OF TELEPHONE POLE, 0.6 METER (2.0 FT) SOUTHWEST OF THE
 CK1832'RIGHT-OF-WAY FIELD LINE AND IN BRUSH GRASS AREA.
 CK1832'THE MARK IS 1.3 FT  NW FROM A WITNESS POST.
 CK1832'THE MARK IS 1.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0989 ***********************************************************************
 CK0989  DESIGNATION -  7 C 5 ECC
 CK0989  PID         -  CK0989
 CK0989  STATE/COUNTY-  GA/BULLOCH
 CK0989  USGS QUAD   -  HOPEULIKIT (1978)
 CK0989
 CK0989                         *CURRENT SURVEY CONTROL
 CK0989  ___________________________________________________________________
 CK0989* NAD 83(1994)-  32 30 37.82743(N)    081 45 14.41362(W)     ADJUSTED  
 CK0989* NAVD 88     -        72.218  (meters)     236.94   (feet)  ADJUSTED  
 CK0989  ___________________________________________________________________
 CK0989  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 CK0989  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK0989  DYNAMIC HT  -          72.136 (meters)     236.67  (feet)  COMP
 CK0989  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 CK0989
 CK0989  HORZ ORDER  -  SECOND
 CK0989  VERT ORDER  -  FIRST     CLASS II
 CK0989
 CK0989.The horizontal coordinates were established by classical geodetic methods
 CK0989.and adjusted by the National Geodetic Survey in September 1997..
 CK0989
 CK0989.The orthometric height was determined by differential leveling
 CK0989.and adjusted by the National Geodetic Survey in June 1991..
 CK0989
 CK0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0989
 CK0989.The geoid height was determined by GEOID03.
 CK0989
 CK0989.The dynamic height is computed by dividing the NAVD 88
 CK0989.geopotential number by the normal gravity value computed on the
 CK0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0989.degrees latitude (g = 980.6199 gals.).
 CK0989
 CK0989.The modeled gravity was interpolated from observed gravity values.
 CK0989
 CK0989;                    North         East     Units Scale Factor Converg.
 CK0989;SPC GA E     -   278,397.093   238,772.476   MT  0.99991853   +0 13 18.4
 CK0989;SPC GA E     -   913,374.46    783,372.70   sFT  0.99991853   +0 13 18.4
 CK0989;UTM  17      - 3,597,274.365   429,176.878   MT  0.99966185   -0 24 18.9
 CK0989
 CK0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0989!SPC GA E     -   0.99999338  x   0.99991853  =   0.99991191
 CK0989!UTM  17      -   0.99999338  x   0.99966185  =   0.99965523
 CK0989
 CK0989                          SUPERSEDED SURVEY CONTROL
 CK0989
 CK0989  NAD 83(1986)-  32 30 37.82292(N)    081 45 14.41413(W) AD(       ) 2
 CK0989  NAD 27      -  32 30 37.19500(N)    081 45 15.01600(W) AD(       ) 2
 CK0989  NGVD 29 (??/??/92)   72.451  (m)          237.70   (f) ADJ UNCH    1 2
 CK0989
 CK0989.Superseded values are not recommended for survey control.
 CK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0989.See file dsdata.txt to determine how the superseded data were derived.
 CK0989
 CK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2917797274(NAD 83)
 CK0989_MARKER: DS = TRIANGULATION STATION DISK
 CK0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0989_STAMPING: 7 C 5 ECC 1935
 CK0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0989+STABILITY: SURFACE MOTION
 CK0989
 CK0989  HISTORY     - Date     Condition        Report By
 CK0989  HISTORY     - 1935     MONUMENTED       GAGS
 CK0989  HISTORY     - 1954     GOOD             CGS
 CK0989  HISTORY     - 1962     GOOD             NGS
 CK0989  HISTORY     - 1979     SEE DESCRIPTION  NGS
 CK0989
 CK0989                          STATION DESCRIPTION
 CK0989
 CK0989'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK0989'ABOUT 0.2 MILE SOUTH OF RAILWAY STATION AT CLITO, ON SOUTH SIDE OF
 CK0989'CENTRAL OF GEORGIA RAILWAY RIGHT-OF-WAY, 40.62 FEET WEST OF 7C-5
 CK0989'ECCENTRIC (SEE DESCRIPTION THEREOF), 12 FEET SOUTHWEST OF SOUTHWEST
 CK0989'CORNER OF CAR HOUSE, 4.93 FEET FROM RAIL AND DIRECTLY OPPOSITE HOME
 CK0989'OF SECTION FOREMAN, 3 FEET EAST OF EAST RAIL AND 2 FEET LOWER THAN
 CK0989'7C-5 ECCENTRIC.  TO REACH FROM COURTHOUSE AT SYLVANIA, GO SOUTH ON
 CK0989'STATE HIGHWAY 73 FOR 19.85 MILES TO HODGES FILLING STATION ON LEFT
 CK0989'AND T-ROAD.  TURN RIGHT FOR 1.1 MILES TO RAILWAY CROSSING AND
 CK0989'CROSS ROAD.  TURN LEFT FOR 0.3 MILE TO CLITO RAILWAY STATION.
 CK0989'CONTINUE PAST STATION FOR 0.05 MILE TO Y.  BEAR LEFT ACROSS TRACKS
 CK0989'AND RIGHT (PARALLEL TO TRACKS) FOR 0.15 MILE TO CAR HOUSE AND
 CK0989'STATION.
 CK0989
 CK0989                          STATION RECOVERY (1954)
 CK0989
 CK0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK0989'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT FOR CHANGED
 CK0989'CONDITION.
 CK0989'
 CK0989'THE STATION IS ABOUT 5 MI. N-NE OF STATESBORO, ABOUT 0.2 MI. S OF
 CK0989'THE OLD RAILWAY STATION AT CLITO, ON THE RIGHT-OF-WAY OF THE CENTRAL
 CK0989'OF GEORGIA RAILWAY, 36.5 FT. E OF THE MOST N ONE OF SEVEN 24-IN.
 CK0989'SYCAMORE TREES, 40.56 FT. N 79 DEG 20 MIN W FROM
 CK0989'TRIANGULATION STATION 7 C 5 ECCENTRIC, ACTUALLY ON THE LINE BETWEEN
 CK0989'THE TREE AND THE ECCENTRIC STATION, AND 5 FT. E OF THE E RAIL.
 CK0989'THE MARK IS A STANDARD MONUMENT OF THE STATE SURVEY, PROJECTING 1
 CK0989'IN., AND THE DISK IS STAMPED 7 C 5.
 CK0989
 CK0989                          STATION RECOVERY (1962)
 CK0989
 CK0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CK0989'4.7 MI NE FROM STATESBORO.
 CK0989'ABOUT 4.7 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK0989'FROM THE STATION AT STATESBORO, 0.15 MILE SOUTH OF A GRADED
 CK0989'ROAD CROSSING, NEAR THE SOUTH EDGE OF THE SMALL VILLAGE OF
 CK0989'CLITO, 0.1 MILE NORTH OF A GRADED ROAD CROSSING, 75 FEET EAST
 CK0989'AND ACROSS THE TRACK FROM THE NORTH ONE OF A ROW OF 7 SYCAMORE
 CK0989'TREES, 46 FEET EAST OF THE EAST RAIL, 94.4 FEET NORTHEAST AND
 CK0989'ACROSS TRACK FROM RM 2, 93.6 FEET SOUTH OF RM 1, 1.4 FEET WEST
 CK0989'OF A STEEL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 CK0989'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCES ABOVE
 CK0989'THE LEVEL OF THE GROUND.
 CK0989
 CK0989                          STATION RECOVERY (1979)
 CK0989
 CK0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK0989'STATION MARK, CONCRETE POST ONLY, WAS RECOVERED.  POST IS AT THE SITE
 CK0989'OF TRIANGULATION STATION 7C 5 ECC 1935.  POST WAS NOT PULLED TO CHECK
 CK0989'FOR UNDERGROUND MARK AS IT IS UNDER RAIL BALLAST, AND COULD NOT
 CK0989'REPLACE SURFACE MARK ANYWAY.
 CK0989'
 CK0989'THE STATION POST IS 5 FEET EAST OF THE EAST RAIL, 2 FEET LOWER THAN
 CK0989'THE RAIL, 40.6 FEET WEST OF 7C 5 ECC 1935, 90.5 FEET NORTH-NORTHEAST
 CK0989'OF A SWITCH POST, 81 FEET SOUTH-SOUTHEAST OF A DERAILER ON THE WEST
 CK0989'RAIL OF A SIDE TRACK, AND 12 FEET EAST-NORTHEAST OF THE NORTH END
 CK0989'OF A FROG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0988 ***********************************************************************
 CK0988  DESIGNATION -  7 C 5 ECC RM 1
 CK0988  PID         -  CK0988
 CK0988  STATE/COUNTY-  GA/BULLOCH
 CK0988  USGS QUAD   -  HOPEULIKIT (1978)
 CK0988
 CK0988                         *CURRENT SURVEY CONTROL
 CK0988  ___________________________________________________________________
 CK0988* NAD 83(1986)-  32 30 36.     (N)    081 45 15.     (W)     SCALED    
 CK0988* NAVD 88     -        71.727  (meters)     235.32   (feet)  ADJUSTED  
 CK0988  ___________________________________________________________________
 CK0988  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK0988  DYNAMIC HT  -          71.646 (meters)     235.06  (feet)  COMP
 CK0988  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 CK0988
 CK0988  VERT ORDER  -  FIRST     CLASS II
 CK0988
 CK0988.The horizontal coordinates were scaled from a topographic map and have
 CK0988.an estimated accuracy of +/- 6 seconds.
 CK0988
 CK0988.The orthometric height was determined by differential leveling
 CK0988.and adjusted by the National Geodetic Survey in June 1991..
 CK0988
 CK0988.The geoid height was determined by GEOID03.
 CK0988
 CK0988.The dynamic height is computed by dividing the NAVD 88
 CK0988.geopotential number by the normal gravity value computed on the
 CK0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0988.degrees latitude (g = 980.6199 gals.).
 CK0988
 CK0988.The modeled gravity was interpolated from observed gravity values.
 CK0988
 CK0988;                    North         East    Units  Estimated Accuracy
 CK0988;SPC GA E     -   278,340.      238,760.      MT  (+/- 180 meters Scaled)
 CK0988
 CK0988                          SUPERSEDED SURVEY CONTROL
 CK0988
 CK0988  NGVD 29 (??/??/92)   71.960  (m)          236.09   (f) ADJ UNCH    1 2
 CK0988
 CK0988.Superseded values are not recommended for survey control.
 CK0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0988.See file dsdata.txt to determine how the superseded data were derived.
 CK0988
 CK0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR291972(NAD 83)
 CK0988_MARKER: DR = REFERENCE MARK DISK
 CK0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0988_STAMPING: 7 C 5 ECC NO 1 1935
 CK0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0988+STABILITY: SURFACE MOTION
 CK0988
 CK0988  HISTORY     - Date     Condition        Report By
 CK0988  HISTORY     - 1935     MONUMENTED       CGS
 CK0988  HISTORY     - 1962     GOOD             NGS
 CK0988
 CK0988                          STATION DESCRIPTION
 CK0988
 CK0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0988'4.7 MI NE FROM STATESBORO.
 CK0988'ABOUT 4.7 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK0988'FROM THE STATION AT STATESBORO, 0.15 MILE SOUTH OF A GRADED
 CK0988'ROAD CROSSING, 0.1 MILE NORTH OF A GRADED ROAD CROSSING, NEAR
 CK0988'THE SOUTH EDGE OF CLITO, 46.7 FEET EAST OF THE EAST RAIL, 99
 CK0988'FEET SOUTHWEST OF A 14 INCH GUM TREE SERVING AS A CORNER FENCE
 CK0988'POST AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 39 FEET WEST
 CK0988'OF A NORTH-SOUTH FENCE LINE, ABOUT LEVEL WITH THE TRACK, SET IN
 CK0988'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 CK0988'OF THE GROUND.  NOTE-- MARK IS 5.0 MILES SOUTHWEST ALONG THE
 CK0988'CENTRAL OF GEORGIA RAILWAY FROM THE STATION AT DOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0986 ***********************************************************************
 CK0986  DESIGNATION -  7 C 5 ECC RM 2
 CK0986  PID         -  CK0986
 CK0986  STATE/COUNTY-  GA/BULLOCH
 CK0986  USGS QUAD   -  HOPEULIKIT (1978)
 CK0986
 CK0986                         *CURRENT SURVEY CONTROL
 CK0986  ___________________________________________________________________
 CK0986* NAD 83(1986)-  32 30 32.     (N)    081 45 15.     (W)     SCALED    
 CK0986* NAVD 88     -        72.319  (meters)     237.27   (feet)  ADJUSTED  
 CK0986  ___________________________________________________________________
 CK0986  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK0986  DYNAMIC HT  -          72.237 (meters)     237.00  (feet)  COMP
 CK0986  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CK0986
 CK0986  VERT ORDER  -  FIRST     CLASS II
 CK0986
 CK0986.The horizontal coordinates were scaled from a topographic map and have
 CK0986.an estimated accuracy of +/- 6 seconds.
 CK0986
 CK0986.The orthometric height was determined by differential leveling
 CK0986.and adjusted by the National Geodetic Survey in June 1991..
 CK0986
 CK0986.The geoid height was determined by GEOID03.
 CK0986
 CK0986.The dynamic height is computed by dividing the NAVD 88
 CK0986.geopotential number by the normal gravity value computed on the
 CK0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0986.degrees latitude (g = 980.6199 gals.).
 CK0986
 CK0986.The modeled gravity was interpolated from observed gravity values.
 CK0986
 CK0986;                    North         East    Units  Estimated Accuracy
 CK0986;SPC GA E     -   278,220.      238,760.      MT  (+/- 180 meters Scaled)
 CK0986
 CK0986                          SUPERSEDED SURVEY CONTROL
 CK0986
 CK0986  NGVD 29 (??/??/92)   72.552  (m)          238.03   (f) ADJ UNCH    1 2
 CK0986
 CK0986.Superseded values are not recommended for survey control.
 CK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0986.See file dsdata.txt to determine how the superseded data were derived.
 CK0986
 CK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR291970(NAD 83)
 CK0986_MARKER: DR = REFERENCE MARK DISK
 CK0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0986_STAMPING: 7 C 5 ECC NO 11 1935
 CK0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0986+STABILITY: SURFACE MOTION
 CK0986
 CK0986  HISTORY     - Date     Condition        Report By
 CK0986  HISTORY     - 1935     MONUMENTED       CGS
 CK0986  HISTORY     - 1962     GOOD             NGS
 CK0986
 CK0986                          STATION DESCRIPTION
 CK0986
 CK0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0986'4.7 MI NE FROM STATESBORO.
 CK0986'ABOUT 4.7 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK0986'FROM THE STATION AT STATESBORO, 0.15 MILE SOUTH OF A GRADED
 CK0986'ROAD CROSSING, NEAR THE SOUTH EDGE OF THE SMALL VILLAGE OF CLITO,
 CK0986'0.1 MILE NORTH OF A GRADED ROAD CROSSING, NEAR A ROW OF 7 SYCAMORE
 CK0986'TREES, 24.8 FEET WEST OF THE WEST RAIL, 12 FEET NORTH OF THE
 CK0986'NORTH EDGE OF THE THIRD TREE SOUTH OF THE NORTH END OF THE ROW
 CK0986'OF TREES, 2 FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE
 CK0986'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 CK0986'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0168 ***********************************************************************
 CK0168  DESIGNATION -  7 C 9 GAGS
 CK0168  PID         -  CK0168
 CK0168  STATE/COUNTY-  GA/BULLOCH
 CK0168  USGS QUAD   -  STATESBORO (1993)
 CK0168
 CK0168                         *CURRENT SURVEY CONTROL
 CK0168  ___________________________________________________________________
 CK0168* NAD 83(1986)-  32 26 41.     (N)    081 46 53.     (W)     SCALED    
 CK0168* NAVD 88     -        70.072  (meters)     229.89   (feet)  ADJUSTED  
 CK0168  ___________________________________________________________________
 CK0168  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK0168  DYNAMIC HT  -          69.992 (meters)     229.63  (feet)  COMP
 CK0168  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CK0168
 CK0168  VERT ORDER  -  FIRST     CLASS II
 CK0168
 CK0168.The horizontal coordinates were scaled from a topographic map and have
 CK0168.an estimated accuracy of +/- 6 seconds.
 CK0168
 CK0168.The orthometric height was determined by differential leveling
 CK0168.and adjusted by the National Geodetic Survey in June 1991..
 CK0168.WARNING-Repeat measurements at this control monument indicate possible
 CK0168.vertical movement.
 CK0168
 CK0168.The geoid height was determined by GEOID03.
 CK0168
 CK0168.The dynamic height is computed by dividing the NAVD 88
 CK0168.geopotential number by the normal gravity value computed on the
 CK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0168.degrees latitude (g = 980.6199 gals.).
 CK0168
 CK0168.The modeled gravity was interpolated from observed gravity values.
 CK0168
 CK0168;                    North         East    Units  Estimated Accuracy
 CK0168;SPC GA E     -   271,090.      236,230.      MT  (+/- 180 meters Scaled)
 CK0168
 CK0168                          SUPERSEDED SURVEY CONTROL
 CK0168
 CK0168  NGVD 29 (??/??/92)   70.299  (m)          230.64   (f) ADJ UNCH    1 2
 CK0168
 CK0168.Superseded values are not recommended for survey control.
 CK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0168.See file dsdata.txt to determine how the superseded data were derived.
 CK0168
 CK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR265900(NAD 83)
 CK0168_MARKER: DD = SURVEY DISK
 CK0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0168_SP_SET: STOVE PIPE CONC FILLED
 CK0168_STAMPING: 230.649 7 C 9
 CK0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0168
 CK0168  HISTORY     - Date     Condition        Report By
 CK0168  HISTORY     - UNK      MONUMENTED       GAGS
 CK0168  HISTORY     - 1962     GOOD             NGS
 CK0168
 CK0168                          STATION DESCRIPTION
 CK0168
 CK0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0168'0.4 MI S FROM STATESBORO.
 CK0168'0.4 MILE SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CK0168'STATION AT STATESBORO, BULLOCH COUNTY, 147 FEET NORTH-NORTHEAST
 CK0168'OF THE CENTER OF THE CROSSING OF THE OLD SAVANNAH AND STATESBORO
 CK0168'RAILWAY, 125 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING
 CK0168'OF EAST GRADY STREET, 7.5 FEET EAST OF THE EAST RAIL, 32 FEET
 CK0168'NORTH OF A TELEPHONE POLE AT THE POINT WHERE THE WIRES GO UNDER
 CK0168'GROUND, AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  A STATE
 CK0168'SURVEY STANDARD DISK, STAMPED 230.649 7 C 9 AND SET IN THE TOP
 CK0168'OF A CONCRETE-FILLED 6-INCH STOVEPIPE PROJECTING 3 INCHES ABOVE
 CK0168'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0452 ***********************************************************************
 CM0452  DESIGNATION -  7 E 12
 CM0452  PID         -  CM0452
 CM0452  STATE/COUNTY-  GA/HARRIS
 CM0452  USGS QUAD   -  MULBERRY GROVE (1985)
 CM0452
 CM0452                         *CURRENT SURVEY CONTROL
 CM0452  ___________________________________________________________________
 CM0452* NAD 83(1986)-  32 38 11.     (N)    084 53 32.     (W)     SCALED    
 CM0452* NAVD 88     -       184.790  (meters)     606.27   (feet)  ADJUSTED  
 CM0452  ___________________________________________________________________
 CM0452  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CM0452  DYNAMIC HT  -         184.577 (meters)     605.57  (feet)  COMP
 CM0452  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CM0452
 CM0452  VERT ORDER  -  FIRST     CLASS I
 CM0452
 CM0452.The horizontal coordinates were scaled from a topographic map and have
 CM0452.an estimated accuracy of +/- 6 seconds.
 CM0452
 CM0452.The orthometric height was determined by differential leveling
 CM0452.and adjusted by the National Geodetic Survey in June 1991..
 CM0452
 CM0452.The geoid height was determined by GEOID03.
 CM0452
 CM0452.The dynamic height is computed by dividing the NAVD 88
 CM0452.geopotential number by the normal gravity value computed on the
 CM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0452.degrees latitude (g = 980.6199 gals.).
 CM0452
 CM0452.The modeled gravity was interpolated from observed gravity values.
 CM0452
 CM0452;                    North         East    Units  Estimated Accuracy
 CM0452;SPC GA W     -   292,510.      631,920.      MT  (+/- 180 meters Scaled)
 CM0452
 CM0452                          SUPERSEDED SURVEY CONTROL
 CM0452
 CM0452  NGVD 29 (??/??/92)  184.783  (m)          606.24   (f) ADJ UNCH    1 1
 CM0452
 CM0452.Superseded values are not recommended for survey control.
 CM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0452.See file dsdata.txt to determine how the superseded data were derived.
 CM0452
 CM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB977129(NAD 83)
 CM0452_MARKER: DD = SURVEY DISK
 CM0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0452_STAMPING: 7 E 12
 CM0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0452+STABILITY: SURFACE MOTION
 CM0452
 CM0452  HISTORY     - Date     Condition        Report By
 CM0452  HISTORY     - UNK      MONUMENTED       GAGS
 CM0452  HISTORY     - 1968     GOOD             NGS
 CM0452
 CM0452                          STATION DESCRIPTION
 CM0452
 CM0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0452'1.9 MI SW FROM CATAULA.
 CM0452'ABOUT 1.9 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0452'FROM THE STATION AT CATAULA, ABOUT 65 YARDS EAST OF AND ACROSS
 CM0452'THE TRACK FROM BENCH MARK R 222 DESCRIBED, 159 1/2 FEET EAST OF THE
 CM0452'CENTER OF A GRADED ROAD CROSSING, 60 FEET NORTHWEST OF THE CENTER
 CM0452'LINE OF U.S. HIGHWAY 27, 41.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CM0452'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CM0452'PROJECTING 1.8 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0476 ***********************************************************************
 CM0476  DESIGNATION -  7 E 23
 CM0476  PID         -  CM0476
 CM0476  STATE/COUNTY-  GA/HARRIS
 CM0476  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM0476
 CM0476                         *CURRENT SURVEY CONTROL
 CM0476  ___________________________________________________________________
 CM0476* NAD 83(1986)-  32 48 04.     (N)    084 52 10.     (W)     SCALED    
 CM0476* NAVD 88     -       312.425  (meters)    1025.01   (feet)  ADJUSTED  
 CM0476  ___________________________________________________________________
 CM0476  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CM0476  DYNAMIC HT  -         312.061 (meters)    1023.82  (feet)  COMP
 CM0476  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CM0476
 CM0476  VERT ORDER  -  FIRST     CLASS I
 CM0476
 CM0476.The horizontal coordinates were scaled from a topographic map and have
 CM0476.an estimated accuracy of +/- 6 seconds.
 CM0476
 CM0476.The orthometric height was determined by differential leveling
 CM0476.and adjusted by the National Geodetic Survey in June 1991..
 CM0476
 CM0476.The geoid height was determined by GEOID03.
 CM0476
 CM0476.The dynamic height is computed by dividing the NAVD 88
 CM0476.geopotential number by the normal gravity value computed on the
 CM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0476.degrees latitude (g = 980.6199 gals.).
 CM0476
 CM0476.The modeled gravity was interpolated from observed gravity values.
 CM0476
 CM0476;                    North         East    Units  Estimated Accuracy
 CM0476;SPC GA W     -   310,770.      634,180.      MT  (+/- 180 meters Scaled)
 CM0476
 CM0476                          SUPERSEDED SURVEY CONTROL
 CM0476
 CM0476  NGVD 29 (??/??/92)  312.409  (m)         1024.96   (f) ADJ UNCH    1 1
 CM0476
 CM0476.Superseded values are not recommended for survey control.
 CM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0476.See file dsdata.txt to determine how the superseded data were derived.
 CM0476
 CM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB994312(NAD 83)
 CM0476_MARKER: DD = SURVEY DISK
 CM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0476_STAMPING: 7 E 23
 CM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0476+STABILITY: SURFACE MOTION
 CM0476
 CM0476  HISTORY     - Date     Condition        Report By
 CM0476  HISTORY     - UNK      MONUMENTED       GAGS
 CM0476  HISTORY     - 1968     GOOD             NGS
 CM0476
 CM0476                          STATION DESCRIPTION
 CM0476
 CM0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0476'3.4 MI N FROM HAMILTON.
 CM0476'ABOUT 3.35 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0476'FROM THE STATION AT HAMILTON, ABOUT 0.5 MILE NORTH OF MILEPOST
 CM0476'27, ABOUT 0.2 MILE SOUTH OF A GRAVELED ROAD CROSSING, ON THE
 CM0476'OUTSIDE OF A LONG CURVE, NEAR THE SOUTH END OF A SHORT 5-FOOT CUT,
 CM0476'30 1/2 FEET NORTH OF AN UNDERGROUND CABLE MARKER POST NO. 27-2,
 CM0476'15.6 FEET EAST OF THE EAST RAIL, ABOUT LEVEL WITH THE TRACK AND
 CM0476'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CM0476'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0480 ***********************************************************************
 CM0480  DESIGNATION -  7 E 25
 CM0480  PID         -  CM0480
 CM0480  STATE/COUNTY-  GA/HARRIS
 CM0480  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM0480
 CM0480                         *CURRENT SURVEY CONTROL
 CM0480  ___________________________________________________________________
 CM0480* NAD 83(1986)-  32 49 31.     (N)    084 50 32.     (W)     SCALED    
 CM0480* NAVD 88     -       271.042  (meters)     889.24   (feet)  ADJUSTED  
 CM0480  ___________________________________________________________________
 CM0480  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CM0480  DYNAMIC HT  -         270.725 (meters)     888.20  (feet)  COMP
 CM0480  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CM0480
 CM0480  VERT ORDER  -  FIRST     CLASS I
 CM0480
 CM0480.The horizontal coordinates were scaled from a topographic map and have
 CM0480.an estimated accuracy of +/- 6 seconds.
 CM0480
 CM0480.The orthometric height was determined by differential leveling
 CM0480.and adjusted by the National Geodetic Survey in June 1991..
 CM0480
 CM0480.The geoid height was determined by GEOID03.
 CM0480
 CM0480.The dynamic height is computed by dividing the NAVD 88
 CM0480.geopotential number by the normal gravity value computed on the
 CM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0480.degrees latitude (g = 980.6199 gals.).
 CM0480
 CM0480.The modeled gravity was interpolated from observed gravity values.
 CM0480
 CM0480;                    North         East    Units  Estimated Accuracy
 CM0480;SPC GA W     -   313,430.      636,750.      MT  (+/- 180 meters Scaled)
 CM0480
 CM0480                          SUPERSEDED SURVEY CONTROL
 CM0480
 CM0480  NGVD 29 (??/??/92)  271.024  (m)          889.18   (f) ADJ UNCH    1 1
 CM0480
 CM0480.Superseded values are not recommended for survey control.
 CM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0480.See file dsdata.txt to determine how the superseded data were derived.
 CM0480
 CM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB019339(NAD 83)
 CM0480_MARKER: DD = SURVEY DISK
 CM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0480_STAMPING: 7 E 25
 CM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0480+STABILITY: SURFACE MOTION
 CM0480
 CM0480  HISTORY     - Date     Condition        Report By
 CM0480  HISTORY     - UNK      MONUMENTED       GAGS
 CM0480  HISTORY     - 1968     GOOD             NGS
 CM0480
 CM0480                          STATION DESCRIPTION
 CM0480
 CM0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0480'3 MI S FROM PINE MOUNTAIN.
 CM0480'ABOUT 2.95 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0480'FROM THE STATION AT PINE MOUNTAIN, ABOUT 0.15 MILE SOUTHWEST OF
 CM0480'THE RAILWAY OVERPASS OVER U.S. HIGHWAY 27, ABOUT 9 1/2 RAILS
 CM0480'SOUTH OF MILEPOST 30, ON THE OUTSIDE OF A CURVE, ON TOP OF AN
 CM0480'8-FOOT HIGH CUT, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 22.6 FEET
 CM0480'SOUTHWEST OF UNDERGROUND CABLE MARKER POST 29-4, ABOUT 6 FEET ABOVE
 CM0480'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CM0480'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0488 ***********************************************************************
 CM0488  DESIGNATION -  7 E 27
 CM0488  PID         -  CM0488
 CM0488  STATE/COUNTY-  GA/HARRIS
 CM0488  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM0488
 CM0488                         *CURRENT SURVEY CONTROL
 CM0488  ___________________________________________________________________
 CM0488* NAD 83(1994)-  32 51 01.15512(N)    084 50 42.97848(W)     ADJUSTED  
 CM0488* NAVD 88     -       278.159  (meters)     912.59   (feet)  ADJUSTED  
 CM0488  ___________________________________________________________________
 CM0488  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CM0488  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CM0488  DYNAMIC HT  -         277.833 (meters)     911.52  (feet)  COMP
 CM0488  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 CM0488
 CM0488  HORZ ORDER  -  SECOND
 CM0488  VERT ORDER  -  FIRST     CLASS I
 CM0488
 CM0488.The horizontal coordinates were established by classical geodetic methods
 CM0488.and adjusted by the National Geodetic Survey in September 1997..
 CM0488.No horizontal observational check was made to the station.
 CM0488
 CM0488.The orthometric height was determined by differential leveling
 CM0488.and adjusted by the National Geodetic Survey in June 1991..
 CM0488
 CM0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0488
 CM0488.The geoid height was determined by GEOID03.
 CM0488
 CM0488.The dynamic height is computed by dividing the NAVD 88
 CM0488.geopotential number by the normal gravity value computed on the
 CM0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0488.degrees latitude (g = 980.6199 gals.).
 CM0488
 CM0488.The modeled gravity was interpolated from observed gravity values.
 CM0488
 CM0488;                    North         East     Units Scale Factor Converg.
 CM0488;SPC GA W     -   316,207.208   636,481.041   MT  0.99994973   -0 22 05.2
 CM0488;SPC GA W     - 1,037,423.15  2,088,188.22   sFT  0.99994973   -0 22 05.2
 CM0488;UTM  16      - 3,636,751.049   701,644.627   MT  1.00010138   +1 10 09.2
 CM0488
 CM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0488!SPC GA W     -   0.99996077  x   0.99994973  =   0.99991050
 CM0488!UTM  16      -   0.99996077  x   1.00010138  =   1.00006215
 CM0488
 CM0488                          SUPERSEDED SURVEY CONTROL
 CM0488
 CM0488  NAD 83(1994)-  32 51 01.15824(N)    084 50 42.97898(W) AD(       ) 2
 CM0488  NAD 83(1986)-  32 51 01.16055(N)    084 50 42.97705(W) AD(       ) 2
 CM0488  NAD 27      -  32 51 00.69082(N)    084 50 43.22467(W) AD(       ) 2
 CM0488  NGVD 29 (??/??/92)  278.138  (m)          912.52   (f) ADJ UNCH    1 1
 CM0488
 CM0488.Superseded values are not recommended for survey control.
 CM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0488.See file dsdata.txt to determine how the superseded data were derived.
 CM0488
 CM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0164536751(NAD 83)
 CM0488_MARKER: DD = SURVEY DISK
 CM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0488_STAMPING: 7 E 27
 CM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0488+STABILITY: SURFACE MOTION
 CM0488
 CM0488  HISTORY     - Date     Condition        Report By
 CM0488  HISTORY     - UNK      MONUMENTED       GAGS
 CM0488  HISTORY     - 1968     GOOD             NGS
 CM0488  HISTORY     - 20011210 GOOD             NGS
 CM0488
 CM0488                          STATION DESCRIPTION
 CM0488
 CM0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0488'1.1 MI S FROM PINE MOUNTAIN.
 CM0488'ABOUT 1.1 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0488'THE STATION AT PINE MOUNTAIN, ABOUT 0.3 MILE SOUTH OF MILEPOST
 CM0488'32, ABOUT 0.15 MILE NORTH OF THE BEACH GATE TO IDA CASON CALLAWAY
 CM0488'GARDENS, ABOUT 0.15 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY 354,
 CM0488'ON THE OUTSIDE OF A SLIGHT CURVE, NEAR THE NORTH END OF A LONG LOW
 CM0488'CUT, 17.6 FEET EAST OF THE EAST RAIL, 1.2 FEET SOUTH OF A WITNESS
 CM0488'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP
 CM0488'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 CM0488
 CM0488                          STATION RECOVERY (2001)
 CM0488
 CM0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CM0488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0445 ***********************************************************************
 CM0445  DESIGNATION -  7 E 9
 CM0445  PID         -  CM0445
 CM0445  STATE/COUNTY-  GA/MUSCOGEE
 CM0445  USGS QUAD   -  FORTSON (1985)
 CM0445
 CM0445                         *CURRENT SURVEY CONTROL
 CM0445  ___________________________________________________________________
 CM0445* NAD 83(1986)-  32 36 25.     (N)    084 56 14.     (W)     SCALED    
 CM0445* NAVD 88     -       157.187  (meters)     515.70   (feet)  ADJUSTED  
 CM0445  ___________________________________________________________________
 CM0445  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CM0445  DYNAMIC HT  -         157.006 (meters)     515.11  (feet)  COMP
 CM0445  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CM0445
 CM0445  VERT ORDER  -  FIRST     CLASS I
 CM0445
 CM0445.The horizontal coordinates were scaled from a topographic map and have
 CM0445.an estimated accuracy of +/- 6 seconds.
 CM0445
 CM0445.The orthometric height was determined by differential leveling
 CM0445.and adjusted by the National Geodetic Survey in June 1991..
 CM0445.WARNING-Repeat measurements at this control monument indicate possible
 CM0445.vertical movement.
 CM0445
 CM0445.The geoid height was determined by GEOID03.
 CM0445
 CM0445.The dynamic height is computed by dividing the NAVD 88
 CM0445.geopotential number by the normal gravity value computed on the
 CM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0445.degrees latitude (g = 980.6199 gals.).
 CM0445
 CM0445.The modeled gravity was interpolated from observed gravity values.
 CM0445
 CM0445;                    North         East    Units  Estimated Accuracy
 CM0445;SPC GA W     -   289,280.      627,680.      MT  (+/- 180 meters Scaled)
 CM0445
 CM0445                          SUPERSEDED SURVEY CONTROL
 CM0445
 CM0445  NGVD 29 (??/??/92)  157.188  (m)          515.71   (f) ADJ UNCH    1 1
 CM0445
 CM0445.Superseded values are not recommended for survey control.
 CM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0445.See file dsdata.txt to determine how the superseded data were derived.
 CM0445
 CM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB935095(NAD 83)
 CM0445_MARKER: DD = SURVEY DISK
 CM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0445_STAMPING: 7 E 9
 CM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0445+STABILITY: SURFACE MOTION
 CM0445
 CM0445  HISTORY     - Date     Condition        Report By
 CM0445  HISTORY     - UNK      MONUMENTED       GAGS
 CM0445  HISTORY     - 1968     GOOD             NGS
 CM0445
 CM0445                          STATION DESCRIPTION
 CM0445
 CM0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0445'4.2 MI SW FROM CATAULA.
 CM0445'ABOUT 4.2 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0445'FROM THE STATION AT CATAULA, HARRIS COUNTY, 105 FEET NORTH OF
 CM0445'BENCH MARK G 221 DESCRIBED, 70 FEET SOUTH OF THE CENTER OF THE
 CM0445'CROSSING OF FORTSON ROAD, 43 FEET WEST OF THE CENTER OF THE
 CM0445'JUNCTION OF FORTSON ROAD AND ALMOND ROAD, 21.2 FEET SOUTHEAST OF
 CM0445'THE SOUTHEAST RAIL, 5.2 FEET NORTH-NORTHWEST OF THE NORTHWEST ONE
 CM0445'OF TWO STEEL POST (OLD RAILWAY RAILS) SUPPORTING THE ROOF OF A
 CM0445'SHED ON THE NORTHEAST SIDE OF THE OLD FORTSON RAILWAY STATION,
 CM0445'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CM0445'2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0879 ***********************************************************************
 BR0879  DESIGNATION -  7 KEM
 BR0879  PID         -  BR0879
 BR0879  STATE/COUNTY-  GA/LONG
 BR0879  USGS QUAD   -  EAST OF LUDOWICI (1978)
 BR0879
 BR0879                         *CURRENT SURVEY CONTROL
 BR0879  ___________________________________________________________________
 BR0879* NAD 83(1994)-  31 44 37.81199(N)    081 37 12.02307(W)     ADJUSTED  
 BR0879* NAVD 88     -        23.12   (+/-2cm)      75.9    (feet)  VERTCON   
 BR0879  ___________________________________________________________________
 BR0879  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 BR0879  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 BR0879
 BR0879  HORZ ORDER  -  SECOND
 BR0879  VERT ORDER  -  THIRD (See Below)
 BR0879
 BR0879.The horizontal coordinates were established by classical geodetic methods
 BR0879.and adjusted by the National Geodetic Survey in September 1997..
 BR0879.No horizontal observational check was made to the station.
 BR0879
 BR0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0879.The vertical order pertains to the NGVD 29 superseded value.
 BR0879
 BR0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0879
 BR0879.The geoid height was determined by GEOID03.
 BR0879
 BR0879;                    North         East     Units Scale Factor Converg.
 BR0879;SPC GA E     -   193,445.140   251,793.917   MT  0.99993307   +0 17 15.4
 BR0879;SPC GA E     -   634,661.26    826,093.88   sFT  0.99993307   +0 17 15.4
 BR0879;UTM  17      - 3,512,209.667   441,274.332   MT  0.99964253   -0 19 34.4
 BR0879
 BR0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0879!SPC GA E     -   1.00000111  x   0.99993307  =   0.99993418
 BR0879!UTM  17      -   1.00000111  x   0.99964253  =   0.99964364
 BR0879
 BR0879                          SUPERSEDED SURVEY CONTROL
 BR0879
 BR0879  NAD 83(1986)-  31 44 37.81972(N)    081 37 12.03056(W) AD(       ) 2
 BR0879  NGVD 29 (09/27/88)   23.41   (m)           76.8    (f) LEVELING    3  
 BR0879
 BR0879.Superseded values are not recommended for survey control.
 BR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0879.See file dsdata.txt to determine how the superseded data were derived.
 BR0879
 BR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4127412210(NAD 83)
 BR0879
 BR0879  HISTORY     - Date     Condition        Report By
 BR0879  HISTORY     - UNK      MONUMENTED
 BR0879  HISTORY     - 20050201 GOOD             GADT
 BR0879
 BR0879                          STATION DESCRIPTION
 BR0879
 BR0879'DESCRIBED UNK
 BR0879'RECOVERED AS DESCRIBED.
 BR0879
 BR0879                          STATION RECOVERY (2005)
 BR0879
 BR0879'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BR0879'REPORT WAS MADE TO THE GADT FROM A PRIVATE ENGINEERING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0231 ***********************************************************************
 DF0231  DESIGNATION -  7 R 5
 DF0231  PID         -  DF0231
 DF0231  STATE/COUNTY-  GA/RICHMOND
 DF0231  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0231
 DF0231                         *CURRENT SURVEY CONTROL
 DF0231  ___________________________________________________________________
 DF0231* NAD 83(1986)-  33 28 08.     (N)    082 01 56.     (W)     SCALED    
 DF0231* NAVD 88     -       129.201  (meters)     423.89   (feet)  ADJUSTED  
 DF0231  ___________________________________________________________________
 DF0231  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 DF0231  DYNAMIC HT  -         129.065 (meters)     423.44  (feet)  COMP
 DF0231  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 DF0231
 DF0231  VERT ORDER  -  FIRST     CLASS II
 DF0231
 DF0231.This mark is at Daniel Field Airport (DNL)
 DF0231
 DF0231.The horizontal coordinates were scaled from a topographic map and have
 DF0231.an estimated accuracy of +/- 6 seconds.
 DF0231
 DF0231.The orthometric height was determined by differential leveling
 DF0231.and adjusted by the National Geodetic Survey in June 1991..
 DF0231
 DF0231.The geoid height was determined by GEOID03.
 DF0231
 DF0231.The dynamic height is computed by dividing the NAVD 88
 DF0231.geopotential number by the normal gravity value computed on the
 DF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0231.degrees latitude (g = 980.6199 gals.).
 DF0231
 DF0231.The modeled gravity was interpolated from observed gravity values.
 DF0231
 DF0231;                    North         East    Units  Estimated Accuracy
 DF0231;SPC GA E     -   384,610.      212,500.      MT  (+/- 180 meters Scaled)
 DF0231
 DF0231                          SUPERSEDED SURVEY CONTROL
 DF0231
 DF0231  NGVD 29 (??/??/92)  129.44   (m)          424.7    (f) COMPUTED    1 2
 DF0231
 DF0231.Superseded values are not recommended for survey control.
 DF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0231.See file dsdata.txt to determine how the superseded data were derived.
 DF0231
 DF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT040037(NAD 83)
 DF0231_MARKER: DD = SURVEY DISK
 DF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0231_STAMPING: 7 R 5 424.599
 DF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0231+STABILITY: SURFACE MOTION
 DF0231
 DF0231  HISTORY     - Date     Condition        Report By
 DF0231  HISTORY     - UNK      MONUMENTED       GAGS
 DF0231  HISTORY     - 1955     GOOD             NGS
 DF0231  HISTORY     - 1962     MARK NOT FOUND   NGS
 DF0231
 DF0231                          STATION DESCRIPTION
 DF0231
 DF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0231'AT AUGUSTA.
 DF0231'IN WESTERN PART OF AUGUSTA, RICHMOND COUNTY, NEAR NE CORNER
 DF0231'OF DANIEL FIELD, ABOUT 100 YARDS W OF INTERSECTION OF WRIGHTSBORO
 DF0231'ROAD AND HIGHLAND AVENUE, 136.5 FEET E OF ANGLE IN AIRPORT FENCE
 DF0231'WHICH EXTENDS FROM ADMINISTRATION BUILDING, 88.8 FEET W OF
 DF0231'FIRE HYDRANT, 33 FEET S OF THE CENTER OR 19.7 FEET S OF S CURB
 DF0231'OF SAID ROAD, 4.3 FEET SW OF 8-INCH IRON WATER VALVE COVER,
 DF0231'AND ONE FOOT N OF PROJECTED LINE OF SAID FENCE.  A STANDARD
 DF0231'STATE SURVEY DISK IS STAMPED 7 R 5 424.599 AND SET IN TOP OF A
 DF0231'ROUND CONCRETE POST THAT IS ABOUT 0.2 FOOT UNDERGROUND.
 DF0231
 DF0231                          STATION RECOVERY (1962)
 DF0231
 DF0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0025 ***********************************************************************
 CK0025  DESIGNATION -  70
 CK0025  PID         -  CK0025
 CK0025  STATE/COUNTY-  GA/BRYAN
 CK0025  USGS QUAD   -  LANIER (1976)
 CK0025
 CK0025                         *CURRENT SURVEY CONTROL
 CK0025  ___________________________________________________________________
 CK0025* NAD 83(1986)-  32 07 45.     (N)    081 32 13.     (W)     SCALED    
 CK0025* NAVD 88     -        20.931  (meters)      68.67   (feet)  ADJUSTED  
 CK0025  ___________________________________________________________________
 CK0025  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CK0025  DYNAMIC HT  -          20.907 (meters)      68.59  (feet)  COMP
 CK0025  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CK0025
 CK0025  VERT ORDER  -  SECOND    CLASS 0
 CK0025
 CK0025.The horizontal coordinates were scaled from a topographic map and have
 CK0025.an estimated accuracy of +/- 6 seconds.
 CK0025
 CK0025.The orthometric height was determined by differential leveling
 CK0025.and adjusted by the National Geodetic Survey in June 1991..
 CK0025
 CK0025.The geoid height was determined by GEOID03.
 CK0025
 CK0025.The dynamic height is computed by dividing the NAVD 88
 CK0025.geopotential number by the normal gravity value computed on the
 CK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0025.degrees latitude (g = 980.6199 gals.).
 CK0025
 CK0025.The modeled gravity was interpolated from observed gravity values.
 CK0025
 CK0025;                    North         East    Units  Estimated Accuracy
 CK0025;SPC GA E     -   236,210.      259,420.      MT  (+/- 180 meters Scaled)
 CK0025
 CK0025                          SUPERSEDED SURVEY CONTROL
 CK0025
 CK0025  NGVD 29 (??/??/92)   21.185  (m)           69.50   (f) ADJ UNCH    2 0
 CK0025
 CK0025.Superseded values are not recommended for survey control.
 CK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0025.See file dsdata.txt to determine how the superseded data were derived.
 CK0025
 CK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR493548(NAD 83)
 CK0025_MARKER: P = PIPE CAP
 CK0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0025_STAMPING: 70
 CK0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0025
 CK0025  HISTORY     - Date     Condition        Report By
 CK0025  HISTORY     - UNK      MONUMENTED       USGS
 CK0025  HISTORY     - 1935     GOOD             NGS
 CK0025
 CK0025                          STATION DESCRIPTION
 CK0025
 CK0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0025'AT LANIER.
 CK0025'AT LANIER, BRYAN COUNTY, ABOUT 40 YARDS WEST OF THE WEST SIDE
 CK0025'OF THE SEABOARD AIR LINE RAILWAY STATION, 44 FEET WEST OF THE
 CK0025'NORTHWEST CORNER OF A BRICK STORE BUILDING, 64 FEET SOUTH OF
 CK0025'THE SOUTH RAIL OF THE MAIN TRACK, AND 2 FEET SOUTHEAST OF THE
 CK0025'NORTHEAST CORNER OF A YARD FENCE.  A UNITED STATES GEOLOGICAL
 CK0025'SURVEY STANDARD CAP, STAMPED 70 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 CK0025'IRON PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1697 ***********************************************************************
 CK1697  DESIGNATION -  70 18 ECC AZ MK
 CK1697  PID         -  CK1697
 CK1697  STATE/COUNTY-  GA/BULLOCH
 CK1697  USGS QUAD   -  HOPEULIKIT (1978)
 CK1697
 CK1697                         *CURRENT SURVEY CONTROL
 CK1697  ___________________________________________________________________
 CK1697* NAD 83(1986)-  32 31 21.     (N)    081 51 33.     (W)     SCALED    
 CK1697* NAVD 88     -        69.636  (meters)     228.46   (feet)  ADJUSTED  
 CK1697  ___________________________________________________________________
 CK1697  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CK1697  DYNAMIC HT  -          69.558 (meters)     228.21  (feet)  COMP
 CK1697  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 CK1697
 CK1697  VERT ORDER  -  FIRST     CLASS II
 CK1697
 CK1697.The horizontal coordinates were scaled from a topographic map and have
 CK1697.an estimated accuracy of +/- 6 seconds.
 CK1697
 CK1697.The orthometric height was determined by differential leveling
 CK1697.and adjusted by the National Geodetic Survey in June 1991..
 CK1697
 CK1697.The geoid height was determined by GEOID03.
 CK1697
 CK1697.The dynamic height is computed by dividing the NAVD 88
 CK1697.geopotential number by the normal gravity value computed on the
 CK1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1697.degrees latitude (g = 980.6199 gals.).
 CK1697
 CK1697.The modeled gravity was interpolated from observed gravity values.
 CK1697
 CK1697;                    North         East    Units  Estimated Accuracy
 CK1697;SPC GA E     -   279,690.      228,890.      MT  (+/- 180 meters Scaled)
 CK1697
 CK1697                          SUPERSEDED SURVEY CONTROL
 CK1697
 CK1697.No superseded survey control is available for this station.
 CK1697
 CK1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR193986(NAD 83)
 CK1697_MARKER: DZ = AZIMUTH MARK DISK
 CK1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1697_SP_SET: CONCRETE POST
 CK1697_STAMPING: ECC 70-18 AZ MK 1935
 CK1697_PROJECTION: PROJECTING 5 CENTIMETERS
 CK1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1697+STABILITY: SURFACE MOTION
 CK1697
 CK1697  HISTORY     - Date     Condition        Report By
 CK1697  HISTORY     - 1935     MONUMENTED       CGS
 CK1697  HISTORY     - 1979     GOOD             NGS
 CK1697
 CK1697                          STATION DESCRIPTION
 CK1697
 CK1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1697'6.2 MI WEST FROM STATESBORO.
 CK1697'6.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF U.S. HIGHWAY
 CK1697'301 IN STATESBORO, 183 FT. WEST OF MILE MARKER 32, 48 FT.
 CK1697'NORTH OF THE CENTERLINE OF THE HIGHWAY, 59 FT. SOUTHEAST OF A 24-INCH
 CK1697'PINE TREE, 13 FT. EAST OF A 4 BY 4-INCH CONCRETE RIGHT-OF-WAY POST.
 CK1697'THE MARK IS 2 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2291 ***********************************************************************
 BT2291  DESIGNATION -  70 NDS
 BT2291  PID         -  BT2291
 BT2291  STATE/COUNTY-  GA/DOUGHERTY
 BT2291  USGS QUAD   -  ALBANY WEST (1988)
 BT2291
 BT2291                         *CURRENT SURVEY CONTROL
 BT2291  ___________________________________________________________________
 BT2291* NAD 83(1994)-  31 35 59.31866(N)    084 14 08.14068(W)     ADJUSTED  
 BT2291* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 BT2291  ___________________________________________________________________
 BT2291  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BT2291  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT2291
 BT2291  HORZ ORDER  -  SECOND
 BT2291
 BT2291.The horizontal coordinates were established by classical geodetic methods
 BT2291.and adjusted by the National Geodetic Survey in September 1997..
 BT2291.No horizontal observational check was made to the station.
 BT2291
 BT2291.The orthometric height was scaled from a topographic map.
 BT2291
 BT2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2291
 BT2291.The geoid height was determined by GEOID03.
 BT2291
 BT2291;                    North         East     Units Scale Factor Converg.
 BT2291;SPC GA W     -   177,349.049   693,459.303   MT  0.99990053   -0 02 10.0
 BT2291;SPC GA W     -   581,852.67  2,275,124.40   sFT  0.99990053   -0 02 10.0
 BT2291;UTM  16      - 3,499,396.177   762,286.827   MT  1.00044857   +1 26 57.6
 BT2291
 BT2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2291!SPC GA W     -   0.99999318  x   0.99990053  =   0.99989371
 BT2291!UTM  16      -   0.99999318  x   1.00044857  =   1.00044175
 BT2291
 BT2291                          SUPERSEDED SURVEY CONTROL
 BT2291
 BT2291  NAD 83(1986)-  31 35 59.32465(N)    084 14 08.14692(W) AD(       ) 2
 BT2291
 BT2291.Superseded values are not recommended for survey control.
 BT2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2291.See file dsdata.txt to determine how the superseded data were derived.
 BT2291
 BT2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6228799396(NAD 83)
 BT2291_MARKER: A = ALUMINUM MARKER
 BT2291_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2291_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2291_STAMPING: 70 NDS 1987
 BT2291_MARK LOGO: GA-095
 BT2291_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2291+STABILITY: POSITION/ELEVATION WELL
 BT2291
 BT2291  HISTORY     - Date     Condition        Report By
 BT2291  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2291
 BT2291                          STATION DESCRIPTION
 BT2291
 BT2291'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2291'MARK LOCATED IN NORTHWEST ALBANY IN DOUGHERTY COUNTY, GEORGIA. MARK IS
 BT2291'AZIMUTH MARK FOR GPS STATION---G 69 NDS 1987.
 BT2291'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 69 NDS 1987, GO SOUTH
 BT2291'ON BEATTIE ROAD FOR 0.25 MI (0.40 KM) TO THE SOUTHERN INTERSECTION OF
 BT2291'BEATTIE ROAD AND TROWBRIDGE ROAD, AND THE AZIMUTH MARK ON THE EAST
 BT2291'SIDE OF THE ROAD .
 BT2291'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2291'CONTROL SURVEY, STAMPED 70 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2291'ROD DRIVEN TO A REFUSAL DEPTH OF 12.0 FT (3.66 M) . THE MARK IS
 BT2291'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2291'TOP OF THE COVER IS 0.50 FT (0.15 M) BELOW THE SURFACE OF THE GROUND,
 BT2291'AND IS ABOUT 0.90 FT (0.27 M) BELOW THE CENTERLINE OF TROWBRIDGE ROAD
 BT2291'. THE MARK IS 0.90 FT (0.27 M) BELOW THE TOP OF THE COVER.
 BT2291'THE MARK IS LOCATED 32.6 FT (9.94 M) EAST OF THE CENTERLINE OF BEATTIE
 BT2291'ROAD, 24.5 FT (7.47 M) SOUTH OF THE CENTERLINE OF TROWBRIDGE ROAD,
 BT2291'12.6 FT (3.84 M) SOUTHWEST OF A LIGHT POLE, AND 1395.3 FT (425.29 M)
 BT2291'SOUTH OF THE GPS STATION-- G 69 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1243 ***********************************************************************
 BS1243  DESIGNATION -  70 WLC USGS
 BS1243  PID         -  BS1243
 BS1243  STATE/COUNTY-  GA/COOK
 BS1243  USGS QUAD   -  ADEL (1973)
 BS1243
 BS1243                         *CURRENT SURVEY CONTROL
 BS1243  ___________________________________________________________________
 BS1243* NAD 83(1986)-  31 10 20.     (N)    083 29 39.     (W)     SCALED    
 BS1243* NAVD 88     -        78.239  (meters)     256.69   (feet)  ADJUSTED  
 BS1243  ___________________________________________________________________
 BS1243  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BS1243  DYNAMIC HT  -          78.142 (meters)     256.37  (feet)  COMP
 BS1243  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 BS1243
 BS1243  VERT ORDER  -  SECOND    CLASS 0
 BS1243
 BS1243.The horizontal coordinates were scaled from a topographic map and have
 BS1243.an estimated accuracy of +/- 6 seconds.
 BS1243
 BS1243.The orthometric height was determined by differential leveling
 BS1243.and adjusted by the National Geodetic Survey in June 1991..
 BS1243
 BS1243.The geoid height was determined by GEOID03.
 BS1243
 BS1243.The dynamic height is computed by dividing the NAVD 88
 BS1243.geopotential number by the normal gravity value computed on the
 BS1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1243.degrees latitude (g = 980.6199 gals.).
 BS1243
 BS1243.The modeled gravity was interpolated from observed gravity values.
 BS1243
 BS1243;                    North         East    Units  Estimated Accuracy
 BS1243;SPC GA W     -   130,140.      764,110.      MT  (+/- 180 meters Scaled)
 BS1243
 BS1243                          SUPERSEDED SURVEY CONTROL
 BS1243
 BS1243.No superseded survey control is available for this station.
 BS1243
 BS1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ622513(NAD 83)
 BS1243_MARKER: DD = SURVEY DISK
 BS1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1243_STAMPING: 70 WLC 1972
 BS1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1243+STABILITY: SURFACE MOTION
 BS1243
 BS1243  HISTORY     - Date     Condition        Report By
 BS1243  HISTORY     - 1972     MONUMENTED       USGS
 BS1243  HISTORY     - 1973     GOOD             NGS
 BS1243
 BS1243                          STATION DESCRIPTION
 BS1243
 BS1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1243'5.9 MI W FROM ADEL.
 BS1243'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1243'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 1.25
 BS1243'MILES NORTH ALONG COUNTY ROAD 15, 48 1/2 FEET NORTHEAST OF THE CENTER
 BS1243'OF A CROSSING OF THE COUNTY ROAD AND THE GEORGIA AND FLORIDA RAILROAD,
 BS1243'23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 FEET NORTH OF THE
 BS1243'NORTH RAIL, 166 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 BS1243'HOUSE THAT IS OWNED BY E. BENNETT, IN THE SOUTHWEST CORNER OF A LAWN,
 BS1243'61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PUMP HOUSE, 2 FEET
 BS1243'NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD THAT LEADS WEST AND
 BS1243'PARALLELS THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 BS1243'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6981 ***********************************************************************
 AB6981  DESIGNATION -  700 NDS
 AB6981  PID         -  AB6981
 AB6981  STATE/COUNTY-  GA/DOUGHERTY
 AB6981  USGS QUAD   -  BACONTON NORTH (1983)
 AB6981
 AB6981                         *CURRENT SURVEY CONTROL
 AB6981  ___________________________________________________________________
 AB6981* NAD 83(1986)-  31 26 37.     (N)    084 08 23.     (W)     SCALED    
 AB6981* NAVD 88     -        49.401  (meters)     162.08   (feet)  ADJUSTED  
 AB6981  ___________________________________________________________________
 AB6981  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB6981  DYNAMIC HT  -          49.341 (meters)     161.88  (feet)  COMP
 AB6981  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 AB6981
 AB6981  VERT ORDER  -  SECOND    CLASS II
 AB6981
 AB6981.The horizontal coordinates were scaled from a topographic map and have
 AB6981.an estimated accuracy of +/- 6 seconds.
 AB6981
 AB6981.The orthometric height was determined by differential leveling
 AB6981.and adjusted by the National Geodetic Survey in November 1996..
 AB6981
 AB6981.The geoid height was determined by GEOID03.
 AB6981
 AB6981.The dynamic height is computed by dividing the NAVD 88
 AB6981.geopotential number by the normal gravity value computed on the
 AB6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6981.degrees latitude (g = 980.6199 gals.).
 AB6981
 AB6981.The modeled gravity was interpolated from observed gravity values.
 AB6981
 AB6981;                    North         East    Units  Estimated Accuracy
 AB6981;SPC GA W     -   160,030.      702,560.      MT  (+/- 180 meters Scaled)
 AB6981
 AB6981                          SUPERSEDED SURVEY CONTROL
 AB6981
 AB6981.No superseded survey control is available for this station.
 AB6981
 AB6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV718823(NAD 83)
 AB6981_MARKER: A = ALUMINUM MARKER
 AB6981_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AB6981_STAMPING: 700 NDS 1990
 AB6981_MARK LOGO: ALBDOU
 AB6981_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6981
 AB6981  HISTORY     - Date     Condition        Report By
 AB6981  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6981
 AB6981                          STATION DESCRIPTION
 AB6981
 AB6981'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6981'MARK IS 10 MILES (16.1 KM) SOUTH OF ALBANY ON WEST BANK OF FLINT RIVER
 AB6981'ON BLUE SPRINGS PLANTATION, APPROXIMATELY ACROSS RIVER FROM PLANT
 AB6981'MITCHELL.  CALL AHEAD TO OBTAIN PERMISSION FOR ACCESS AS PROPERTY IS
 AB6981'POSTED AND DIRT ROADS MAY BE ROUGH, RALPH BRUNER, 912-436-3882.  TO
 AB6981'REACH FROM THE JUNCTION OF SR 234 AND SR 91 JUST NE OF ALBANY AIRPORT,
 AB6981'DRIVE 2.9 MILES (4.7 KM) SW ON SR 91 (NEWTON RD) TO LILY POND RD JUST
 AB6981'BEFORE MITCHELL EMC AND TURN LEFT, EAST, FOR 2.0 MILES (3.2 KM) TO
 AB6981'BLUE SPRINGS RD.  FOLLOW BLUE SPRINGS RD SOUTH 1.3 MILES (2.1 KM) TO
 AB6981'JOG RIGHT AND RD TURNS TO DIRT.  CONTINUE 3.6 MILES (5.8 KM) SOUTH TO
 AB6981'COUNTY LINE RD, DIRT.  THIS INTERSECTION OF BLUE SPRINGS AND COUNTY
 AB6981'LINE RDS IS 2.5 MILES (4.0 KM) EAST ON COUNTY LINE FROM INTERSECTION
 AB6981'OF WILDFAIR, HARD UP AND COUNTY LINE RDS.  TURN EAST ONTO POSTED LAND
 AB6981'AND EXTENSION OF COUNTY LINE RD FOR 1.1 MILES (1.8 KM) TOWARD FLINT
 AB6981'RIVER TO AN OLD BARN, THEN LEFT TO POWER LINES, THEN RIGHT ON ACCESS
 AB6981'RD FOR 0.6 MILE (1.0 KM) TO MARK, AN ALUMINUM DISK SET ON STEEL ROD IN
 AB6981'CAST CASING WITH LID, 0.8 FT (24.4 CM) BELOW GROUND LEVEL, 236 FT
 AB6981'(71.9 M) NE OF NORTHMOST POWER TRANSMISSION POLE NEAREST RIVER, ABOUT
 AB6981'10 FT (3.0 M) WEST OF STEEP RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6982 ***********************************************************************
 AB6982  DESIGNATION -  701 NDS
 AB6982  PID         -  AB6982
 AB6982  STATE/COUNTY-  GA/DOUGHERTY
 AB6982  USGS QUAD   -  BACONTON NORTH (1983)
 AB6982
 AB6982                         *CURRENT SURVEY CONTROL
 AB6982  ___________________________________________________________________
 AB6982* NAD 83(1986)-  31 26 28.     (N)    084 09 50.     (W)     SCALED    
 AB6982* NAVD 88     -        50.716  (meters)     166.39   (feet)  ADJUSTED  
 AB6982  ___________________________________________________________________
 AB6982  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB6982  DYNAMIC HT  -          50.654 (meters)     166.19  (feet)  COMP
 AB6982  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 AB6982
 AB6982  VERT ORDER  -  SECOND    CLASS II
 AB6982
 AB6982.The horizontal coordinates were scaled from a topographic map and have
 AB6982.an estimated accuracy of +/- 6 seconds.
 AB6982
 AB6982.The orthometric height was determined by differential leveling
 AB6982.and adjusted by the National Geodetic Survey in November 1996..
 AB6982
 AB6982.The geoid height was determined by GEOID03.
 AB6982
 AB6982.The dynamic height is computed by dividing the NAVD 88
 AB6982.geopotential number by the normal gravity value computed on the
 AB6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6982.degrees latitude (g = 980.6199 gals.).
 AB6982
 AB6982.The modeled gravity was interpolated from observed gravity values.
 AB6982
 AB6982;                    North         East    Units  Estimated Accuracy
 AB6982;SPC GA W     -   159,750.      700,260.      MT  (+/- 180 meters Scaled)
 AB6982
 AB6982                          SUPERSEDED SURVEY CONTROL
 AB6982
 AB6982.No superseded survey control is available for this station.
 AB6982
 AB6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV695819(NAD 83)
 AB6982_MARKER: A = ALUMINUM MARKER
 AB6982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6982_STAMPING: 701 NDS 1990
 AB6982_MARK LOGO: ALBDOU
 AB6982_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6982+STABILITY: SURFACE MOTION
 AB6982
 AB6982  HISTORY     - Date     Condition        Report By
 AB6982  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6982
 AB6982                          STATION DESCRIPTION
 AB6982
 AB6982'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6982'MARK IS 10 MILES (16.1 KM) SOUTH OF ALBANY ON POSTED PROPERTY OF BLUE
 AB6982'SPRINGS PLANTATION.  CALL BEFORE GOING TO OBTAIN PERMISSION FROM RALPH
 AB6982'BRUNER, 912-436-3882.  TO REACH FROM THE JUNCTION OF STATE ROUTES 91
 AB6982'AND 234 JUST NE OF THE ALBANY AIRPORT, GO SW ON SR 91 (NEWTON RD)
 AB6982'PASSING AIRPORT ON RIGHT FOR 2.9 MILES (4.7 KM) TO LILY POND RD JUST
 AB6982'BEFORE MITCHELL EMC AND TURN LEFT, EAST, FOR 2.0 MILES (3.2 KM) TO
 AB6982'BLUE SPRINGS RD.  TURN RIGHT, SOUTH, FOR 1.3 MILES (2.1 KM) TO JOG
 AB6982'RIGHT AND BEGIN DIRT ROAD.  CONTINUE SOUTH FOR 3.6 MILES (5.8 KM) TO
 AB6982'COUNTY LINE ROAD TO RIGHT AND POSTED ROAD TO LEFT. TURN LEFT, EAST,
 AB6982'FOR ABOUT 0.25 MILE (0.40 KM) TO MARK ON LEFT SIDE NEAR POWER LINE
 AB6982'CROSSING AND PATH TO FIELD.  THIS IS 2.75 MILES (4.43 KM) EAST ALONG
 AB6982'COUNTY LINE RD AND THE PLANTATION RD FROM INTERSECTION WITH WILDFAIR
 AB6982'AND HARD UP ROADS.  MARK IS 19.1 FT (5.8 M) NORTHEAST OF PLANTATION
 AB6982'ROAD, 7.3 FT (2.2 M) SOUTHWEST 36-INCH OAK TREE, 7.7 FT (2.3 M)
 AB6982'SOUTHEAST LARGE TWIN OAKS.  ALUMINUM DISK IN CONCRETE MONUMENT FLUSH
 AB6982'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6983 ***********************************************************************
 AB6983  DESIGNATION -  702 NDS
 AB6983  PID         -  AB6983
 AB6983  STATE/COUNTY-  GA/DOUGHERTY
 AB6983  USGS QUAD   -  BACONTON NORTH (1983)
 AB6983
 AB6983                         *CURRENT SURVEY CONTROL
 AB6983  ___________________________________________________________________
 AB6983* NAD 83(1986)-  31 26 27.     (N)    084 10 05.     (W)     SCALED    
 AB6983* NAVD 88     -        54.414  (meters)     178.52   (feet)  ADJUSTED  
 AB6983  ___________________________________________________________________
 AB6983  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB6983  DYNAMIC HT  -          54.348 (meters)     178.31  (feet)  COMP
 AB6983  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 AB6983
 AB6983  VERT ORDER  -  SECOND    CLASS II
 AB6983
 AB6983.The horizontal coordinates were scaled from a topographic map and have
 AB6983.an estimated accuracy of +/- 6 seconds.
 AB6983
 AB6983.The orthometric height was determined by differential leveling
 AB6983.and adjusted by the National Geodetic Survey in November 1996..
 AB6983
 AB6983.The geoid height was determined by GEOID03.
 AB6983
 AB6983.The dynamic height is computed by dividing the NAVD 88
 AB6983.geopotential number by the normal gravity value computed on the
 AB6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6983.degrees latitude (g = 980.6199 gals.).
 AB6983
 AB6983.The modeled gravity was interpolated from observed gravity values.
 AB6983
 AB6983;                    North         East    Units  Estimated Accuracy
 AB6983;SPC GA W     -   159,720.      699,870.      MT  (+/- 180 meters Scaled)
 AB6983
 AB6983                          SUPERSEDED SURVEY CONTROL
 AB6983
 AB6983.No superseded survey control is available for this station.
 AB6983
 AB6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV691819(NAD 83)
 AB6983_MARKER: A = ALUMINUM MARKER
 AB6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6983_STAMPING: 702 NDS 1990
 AB6983_MARK LOGO: ALBDOU
 AB6983_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6983+STABILITY: SURFACE MOTION
 AB6983
 AB6983  HISTORY     - Date     Condition        Report By
 AB6983  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6983
 AB6983                          STATION DESCRIPTION
 AB6983
 AB6983'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6983'MARK IS 10 MILES (16.1 KM) SOUTH OF ALBANY ON NONAMI OR PERHAPS BLUE
 AB6983'SPRINGS PLANTATION.  PHONE NUMBER FOR BLUE SPRINGS PLANTATION, RALPH
 AB6983'BRUNER, 912-436-3882.  TO REACH FROM THE JUNCTION OF STATE ROUTES 91
 AB6983'AND 234 JUST NE OF THE ALBANY AIRPORT, GO 3.75 MILES (6.03 KM) SW
 AB6983'ALONG SR 91 PASSING AIRPORT ON THE RIGHT TO HARD UP ROAD ON LEFT
 AB6983'OPPOSITE SR 62 TURNING OFF TO RIGHT.  TAKE HARD UP RD 4.35 MILES (7.00
 AB6983'KM) SOUTH TO JUNCTION OF WILDFAIR RD (PAVED) ON RIGHT AND WILDFAIR RD
 AB6983'AKA COUNTY LINE RD (DIRT) ON LEFT.  FOLLOW COUNTY LINE RD 2.5 MILES
 AB6983'(4.0 KM) EAST TO BLUE SPRINGS RD AND MARK ON THE RIGHT IN SOUTHWEST
 AB6983'QUADRANT OF A 4-WAY INTERSECTION IN FRONT YARD OF WHITE HOUSE TRIMMED
 AB6983'IN GREEN.  MARK IS ALUMINUM DISK SET FLUSH WITH GROUND IN CONCRETE
 AB6983'MONUMENT, 46 FT (14.0 M) SW OF COUNTY LINE RD, 20.6 FT (6.3 M) WEST OF
 AB6983'EXTENSION TO SOUTH OF BLUE SPRINGS RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1185 ***********************************************************************
 CL1185  DESIGNATION -  7024 RESET 1961
 CL1185  PID         -  CL1185
 CL1185  STATE/COUNTY-  GA/BULLOCH
 CL1185  USGS QUAD   -  TWIN CITY SE (1971)
 CL1185
 CL1185                         *CURRENT SURVEY CONTROL
 CL1185  ___________________________________________________________________
 CL1185* NAD 83(1986)-  32 33 02.     (N)    082 00 53.     (W)     SCALED    
 CL1185* NAVD 88     -        91.220  (meters)     299.28   (feet)  ADJUSTED  
 CL1185  ___________________________________________________________________
 CL1185  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CL1185  DYNAMIC HT  -          91.117 (meters)     298.94  (feet)  COMP
 CL1185  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CL1185
 CL1185  VERT ORDER  -  FIRST     CLASS II
 CL1185
 CL1185.The horizontal coordinates were scaled from a topographic map and have
 CL1185.an estimated accuracy of +/- 6 seconds.
 CL1185
 CL1185.The orthometric height was determined by differential leveling
 CL1185.and adjusted by the National Geodetic Survey in June 1991..
 CL1185
 CL1185.The geoid height was determined by GEOID03.
 CL1185
 CL1185.The dynamic height is computed by dividing the NAVD 88
 CL1185.geopotential number by the normal gravity value computed on the
 CL1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1185.degrees latitude (g = 980.6199 gals.).
 CL1185
 CL1185.The modeled gravity was interpolated from observed gravity values.
 CL1185
 CL1185;                    North         East    Units  Estimated Accuracy
 CL1185;SPC GA E     -   282,770.      214,270.      MT  (+/- 180 meters Scaled)
 CL1185
 CL1185                          SUPERSEDED SURVEY CONTROL
 CL1185
 CL1185.No superseded survey control is available for this station.
 CL1185
 CL1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS047019(NAD 83)
 CL1185_MARKER: DJ = TIDAL STATION DISK
 CL1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1185_SP_SET: CONCRETE POST
 CL1185_STAMPING: 7024 RESET 1961
 CL1185_PROJECTION: PROJECTING 3 CENTIMETERS
 CL1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1185+STABILITY: SURFACE MOTION
 CL1185
 CL1185  HISTORY     - Date     Condition        Report By
 CL1185  HISTORY     - 1961     MONUMENTED       CGS
 CL1185  HISTORY     - 1979     GOOD             NGS
 CL1185
 CL1185                          STATION DESCRIPTION
 CL1185
 CL1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1185'8.1 MI EAST FROM TWIN CITY.
 CL1185'8.1 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CL1185'HIGHWAY 23 IN TWIN CITY, 4.5 MILES WEST ALONG HIGHWAY 80 FROM THE
 CL1185'PORTAL PUBLIC SCHOOL IN PORTAL, 49 FT. SOUTH OF THE CENTERLINE OF THE
 CL1185'HIGHWAY, 38 FT. EAST OF A DIRT ROAD, 17 FT. EAST OF MILE MARKER 75, 19
 CL1185'FT. WEST OF A POWERLINE POLE.
 CL1185'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1184 ***********************************************************************
 CL1184  DESIGNATION -  7025 RESET 1961
 CL1184  PID         -  CL1184
 CL1184  STATE/COUNTY-  GA/BULLOCH
 CL1184  USGS QUAD   -  TWIN CITY SE (1971)
 CL1184
 CL1184                         *CURRENT SURVEY CONTROL
 CL1184  ___________________________________________________________________
 CL1184* NAD 83(1986)-  32 33 10.     (N)    082 01 35.     (W)     SCALED    
 CL1184* NAVD 88     -        94.064  (meters)     308.61   (feet)  ADJUSTED  
 CL1184  ___________________________________________________________________
 CL1184  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1184  DYNAMIC HT  -          93.958 (meters)     308.26  (feet)  COMP
 CL1184  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CL1184
 CL1184  VERT ORDER  -  FIRST     CLASS II
 CL1184
 CL1184.The horizontal coordinates were scaled from a topographic map and have
 CL1184.an estimated accuracy of +/- 6 seconds.
 CL1184
 CL1184.The orthometric height was determined by differential leveling
 CL1184.and adjusted by the National Geodetic Survey in June 1991..
 CL1184
 CL1184.The geoid height was determined by GEOID03.
 CL1184
 CL1184.The dynamic height is computed by dividing the NAVD 88
 CL1184.geopotential number by the normal gravity value computed on the
 CL1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1184.degrees latitude (g = 980.6199 gals.).
 CL1184
 CL1184.The modeled gravity was interpolated from observed gravity values.
 CL1184
 CL1184;                    North         East    Units  Estimated Accuracy
 CL1184;SPC GA E     -   283,020.      213,170.      MT  (+/- 180 meters Scaled)
 CL1184
 CL1184                          SUPERSEDED SURVEY CONTROL
 CL1184
 CL1184.No superseded survey control is available for this station.
 CL1184
 CL1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS036021(NAD 83)
 CL1184_MARKER: DS = TRIANGULATION STATION DISK
 CL1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1184_SP_SET: CONCRETE POST
 CL1184_STAMPING: 7025 RESET 1961
 CL1184_PROJECTION: FLUSH
 CL1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1184+STABILITY: SURFACE MOTION
 CL1184
 CL1184  HISTORY     - Date     Condition        Report By
 CL1184  HISTORY     - 1961     MONUMENTED       CGS
 CL1184  HISTORY     - 1979     GOOD             NGS
 CL1184
 CL1184                          STATION DESCRIPTION
 CL1184
 CL1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1184'7.4 MI EAST FROM TWIN CITY.
 CL1184'7.4 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE
 CL1184'HIGHWAY 23 IN TWIN CITY. 0.6 MILE EAST ALONG HIGHWAY 80 FROM
 CL1184'THE JUNCTION OF STATE HIGHWAY 121. 44 FT. NORTH OF THE CENTERLINE OF
 CL1184'THE HIGHWAY, 69 FT. EAST OF A FENCE CORNER POST, 31 FT. WEST OF A
 CL1184'DIRT ROAD, 6 FT. SOUTHWEST OF MILE MARKER 71, 2 FT. WEST OF A
 CL1184'POWERLINE POLE AND TELEPHONE JUNCTION BOX.
 CL1184'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7023 ***********************************************************************
 AB7023  DESIGNATION -  703 NDS
 AB7023  PID         -  AB7023
 AB7023  STATE/COUNTY-  GA/DOUGHERTY
 AB7023  USGS QUAD   -  BACONTON NORTH (1983)
 AB7023
 AB7023                         *CURRENT SURVEY CONTROL
 AB7023  ___________________________________________________________________
 AB7023* NAD 83(1986)-  31 27 15.     (N)    084 10 04.     (W)     SCALED    
 AB7023* NAVD 88     -        56.195  (meters)     184.37   (feet)  ADJUSTED  
 AB7023  ___________________________________________________________________
 AB7023  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AB7023  DYNAMIC HT  -          56.127 (meters)     184.14  (feet)  COMP
 AB7023  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 AB7023
 AB7023  VERT ORDER  -  SECOND    CLASS II
 AB7023
 AB7023.The horizontal coordinates were scaled from a topographic map and have
 AB7023.an estimated accuracy of +/- 6 seconds.
 AB7023
 AB7023.The orthometric height was determined by differential leveling
 AB7023.and adjusted by the National Geodetic Survey in November 1996..
 AB7023
 AB7023.The geoid height was determined by GEOID03.
 AB7023
 AB7023.The dynamic height is computed by dividing the NAVD 88
 AB7023.geopotential number by the normal gravity value computed on the
 AB7023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7023.degrees latitude (g = 980.6199 gals.).
 AB7023
 AB7023.The modeled gravity was interpolated from observed gravity values.
 AB7023
 AB7023;                    North         East    Units  Estimated Accuracy
 AB7023;SPC GA W     -   161,200.      699,890.      MT  (+/- 180 meters Scaled)
 AB7023
 AB7023                          SUPERSEDED SURVEY CONTROL
 AB7023
 AB7023.No superseded survey control is available for this station.
 AB7023
 AB7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV691834(NAD 83)
 AB7023_MARKER: A = ALUMINUM MARKER
 AB7023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7023_STAMPING: 703 NDS 1990
 AB7023_MARK LOGO: ALBDOU
 AB7023_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7023+STABILITY: SURFACE MOTION
 AB7023
 AB7023  HISTORY     - Date     Condition        Report By
 AB7023  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7023
 AB7023                          STATION DESCRIPTION
 AB7023
 AB7023'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7023'MARK IS 9 MILES (14.5 KM) SOUTH OF ALBANY ON NONAMI PLANTATION IN
 AB7023'SOUTHERN DOUGHERTY COUNTY.  TO REACH FROM THE JUNCTION OF STATE ROUTE
 AB7023'234 (OAKRIDGE DR) AND MARTIN LUTHER KING JR DRIVE, TRAVEL 3.1 MILES
 AB7023'(5.0 KM) SOUTH ON MLK JR DR TO BLUE SPRINGS RD TURNING OFF TO LEFT
 AB7023'JUST AFTER A RIGHT CURVE.  MLK JR DR CHANGES NAMES TO LILY POND RD AND
 AB7023'CONTINUES WEST TO SR 91 AT MITCHELL EMC BLDG.  TURN LEFT ON BLUE
 AB7023'SPRINGS RD AND TRAVEL 1.3 MILES (2.1 KM) SOUTH ON BLUE SPRINGS TO A
 AB7023'JOG RIGHT AND BEGIN DIRT RD, THEN CONTINUE SOUTH 4.0 MILES (6.4 KM) TO
 AB7023'THE MARK ON THE RIGHT AT CLEARING AND HOUSE.  MARK IS 25.3 FT (7.7 M)
 AB7023'WEST OF BLUE SPRINGS RD, 10.8 FT (3.3 M) SOUTH OF DIRT DRIVEWAY TO B.
 AB7023'STEWART WHITE FRAME HOUSE, 8.8 FT (2.7 M) NNW OF PHONE PEDESTAL.  SET
 AB7023'FLUSH WITH GROUND ON EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7024 ***********************************************************************
 AB7024  DESIGNATION -  704 NDS
 AB7024  PID         -  AB7024
 AB7024  STATE/COUNTY-  GA/DOUGHERTY
 AB7024  USGS QUAD   -  BACONTON NORTH (1983)
 AB7024
 AB7024                         *CURRENT SURVEY CONTROL
 AB7024  ___________________________________________________________________
 AB7024* NAD 83(1986)-  31 27 37.     (N)    084 10 05.     (W)     SCALED    
 AB7024* NAVD 88     -        53.198  (meters)     174.53   (feet)  ADJUSTED  
 AB7024  ___________________________________________________________________
 AB7024  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB7024  DYNAMIC HT  -          53.134 (meters)     174.32  (feet)  COMP
 AB7024  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 AB7024
 AB7024  VERT ORDER  -  SECOND    CLASS II
 AB7024
 AB7024.The horizontal coordinates were scaled from a topographic map and have
 AB7024.an estimated accuracy of +/- 6 seconds.
 AB7024
 AB7024.The orthometric height was determined by differential leveling
 AB7024.and adjusted by the National Geodetic Survey in November 1996..
 AB7024
 AB7024.The geoid height was determined by GEOID03.
 AB7024
 AB7024.The dynamic height is computed by dividing the NAVD 88
 AB7024.geopotential number by the normal gravity value computed on the
 AB7024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7024.degrees latitude (g = 980.6199 gals.).
 AB7024
 AB7024.The modeled gravity was interpolated from observed gravity values.
 AB7024
 AB7024;                    North         East    Units  Estimated Accuracy
 AB7024;SPC GA W     -   161,880.      699,870.      MT  (+/- 180 meters Scaled)
 AB7024
 AB7024                          SUPERSEDED SURVEY CONTROL
 AB7024
 AB7024.No superseded survey control is available for this station.
 AB7024
 AB7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV690840(NAD 83)
 AB7024_MARKER: A = ALUMINUM MARKER
 AB7024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7024_STAMPING: 704 NDS 1990
 AB7024_MARK LOGO: ALBDOU
 AB7024_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7024+STABILITY: SURFACE MOTION
 AB7024
 AB7024  HISTORY     - Date     Condition        Report By
 AB7024  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7024
 AB7024                          STATION DESCRIPTION
 AB7024
 AB7024'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7024'MARK IS 9 MILES (14.5 KM) SOUTH OF ALBANY ON NONAMI PLANTATION.  TO
 AB7024'REACH FROM THE JUNCTION OF STATE ROUTE 234 (OAKDRIDGE DRIVE) AND
 AB7024'MARTIN LUTHER KING JR DRIVE, TRAVEL SOUTH ON MLK JR DR FOR 3.1 MILES
 AB7024'(5.0 KM) TO BLUE SPRINGS RD TURNING OFF LEFT JUST AFTER A RIGHT CURVE.
 AB7024'MLK JR DRIVE CHANGES NAMES HERE TO LILY POND RD AND CONTINUES WEST OUT
 AB7024'TO SR 91 AT MITCHELL EMC BLDG.  TURN LEFT ON BLUE SPRINGS RD AND
 AB7024'TRAVEL SOUTH FOR 1.3 MILES (2.1 KM) TO A JOG RIGHT AND BEGIN DIRT RD.
 AB7024'CONTINUE SOUTH FOR 2.3 MILES (3.7 KM) TO THE MARK ON THE RIGHT IN
 AB7024'FRONT OF PLEASANT GROVE CHURCH, 1.3 MILES (2.1 KM) NORTH OF COUNTY
 AB7024'LINE ROAD.  MARK IS 12.59 M (41.31 FT) WEST OF BLUESPRINGS ROAD, 1.13
 AB7024'M (3.71 FT) EAST OF UTILITY POLE WITH LIGHT, 7.04 M (23.10 FT) NE OF
 AB7024'36-INCH OAK.  ALUMINUM DISK IN CONCRETE MONUMENT SET SLIGHTLY BELOW
 AB7024'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7026 ***********************************************************************
 AB7026  DESIGNATION -  705 NDS
 AB7026  PID         -  AB7026
 AB7026  STATE/COUNTY-  GA/DOUGHERTY
 AB7026  USGS QUAD   -  BACONTON NORTH (1983)
 AB7026
 AB7026                         *CURRENT SURVEY CONTROL
 AB7026  ___________________________________________________________________
 AB7026* NAD 83(1986)-  31 28 51.     (N)    084 10 02.     (W)     SCALED    
 AB7026* NAVD 88     -        52.825  (meters)     173.31   (feet)  ADJUSTED  
 AB7026  ___________________________________________________________________
 AB7026  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AB7026  DYNAMIC HT  -          52.761 (meters)     173.10  (feet)  COMP
 AB7026  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 AB7026
 AB7026  VERT ORDER  -  SECOND    CLASS II
 AB7026
 AB7026.The horizontal coordinates were scaled from a topographic map and have
 AB7026.an estimated accuracy of +/- 6 seconds.
 AB7026
 AB7026.The orthometric height was determined by differential leveling
 AB7026.and adjusted by the National Geodetic Survey in November 1996..
 AB7026
 AB7026.The geoid height was determined by GEOID03.
 AB7026
 AB7026.The dynamic height is computed by dividing the NAVD 88
 AB7026.geopotential number by the normal gravity value computed on the
 AB7026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7026.degrees latitude (g = 980.6199 gals.).
 AB7026
 AB7026.The modeled gravity was interpolated from observed gravity values.
 AB7026
 AB7026;                    North         East    Units  Estimated Accuracy
 AB7026;SPC GA W     -   164,160.      699,950.      MT  (+/- 180 meters Scaled)
 AB7026
 AB7026                          SUPERSEDED SURVEY CONTROL
 AB7026
 AB7026.No superseded survey control is available for this station.
 AB7026
 AB7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV691863(NAD 83)
 AB7026_MARKER: A = ALUMINUM MARKER
 AB7026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7026_STAMPING: 705 NDS 1990
 AB7026_MARK LOGO: ALBDOU
 AB7026_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7026+STABILITY: SURFACE MOTION
 AB7026
 AB7026  HISTORY     - Date     Condition        Report By
 AB7026  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7026
 AB7026                          STATION DESCRIPTION
 AB7026
 AB7026'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7026'MARK IS 7 MILES (11.3 KM) SOUTH OF ALBANY ON NONAMI PLANTATION.  TO
 AB7026'REACH FROM THE JUNCTION OF STATE ROUTE 234 (OAKRIDGE DRIVE) AND MARTIN
 AB7026'LUTHER KING JR DRIVE, TRAVEL SOUTH ON MLK JR DR FOR 3.1 MILES (5.0 KM)
 AB7026'TO BLUE SPRINGS RD TURNING OFF TO LEFT JUST AFTER CURVE TO RIGHT.  MLK
 AB7026'JR DR CHANGES NAMES HERE TO LILY POND RD AND CONTINUES WEST OUT TO SR
 AB7026'91 AT MITCHELL EMC BLDG.  TURN LEFT AND TRAVEL SOUTH ON BLUE SPRINGS
 AB7026'RD FOR 1.3 MILES (2.1 KM) TO JOG RIGHT AND BEGIN DIRT RD.  CONTINUE
 AB7026'SOUTH FOR 0.9 MILE (1.4 KM) TO THE MARK ON THE RIGHT, ALSO 2.7 MILES
 AB7026'(4.3 KM) NORTH OF COUNTY LINE RD, AT SE CORNER OF DOG PEN, 10.45 M
 AB7026'(34.28 FT) WEST OF BLUESPRINGS ROAD, 1.49 M (4.89 FT) SE OF END FENCE
 AB7026'POST, 12.5 M (41.0 FT) SOUTH OF UTILITY POLE.  ALUMINUM DISK IN
 AB7026'CONCRETE MONUMENT SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7027 ***********************************************************************
 AB7027  DESIGNATION -  706 NDS
 AB7027  PID         -  AB7027
 AB7027  STATE/COUNTY-  GA/DOUGHERTY
 AB7027  USGS QUAD   -  BACONTON NORTH (1983)
 AB7027
 AB7027                         *CURRENT SURVEY CONTROL
 AB7027  ___________________________________________________________________
 AB7027* NAD 83(1986)-  31 29 37.     (N)    084 10 02.     (W)     SCALED    
 AB7027* NAVD 88     -        53.004  (meters)     173.90   (feet)  ADJUSTED  
 AB7027  ___________________________________________________________________
 AB7027  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AB7027  DYNAMIC HT  -          52.940 (meters)     173.69  (feet)  COMP
 AB7027  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 AB7027
 AB7027  VERT ORDER  -  SECOND    CLASS II
 AB7027
 AB7027.The horizontal coordinates were scaled from a topographic map and have
 AB7027.an estimated accuracy of +/- 6 seconds.
 AB7027
 AB7027.The orthometric height was determined by differential leveling
 AB7027.and adjusted by the National Geodetic Survey in November 1996..
 AB7027
 AB7027.The geoid height was determined by GEOID03.
 AB7027
 AB7027.The dynamic height is computed by dividing the NAVD 88
 AB7027.geopotential number by the normal gravity value computed on the
 AB7027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7027.degrees latitude (g = 980.6199 gals.).
 AB7027
 AB7027.The modeled gravity was interpolated from observed gravity values.
 AB7027
 AB7027;                    North         East    Units  Estimated Accuracy
 AB7027;SPC GA W     -   165,570.      699,950.      MT  (+/- 180 meters Scaled)
 AB7027
 AB7027                          SUPERSEDED SURVEY CONTROL
 AB7027
 AB7027.No superseded survey control is available for this station.
 AB7027
 AB7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV690877(NAD 83)
 AB7027_MARKER: A = ALUMINUM MARKER
 AB7027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7027_STAMPING: 706 NDS 1990
 AB7027_MARK LOGO: ALBDOU
 AB7027_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7027+STABILITY: SURFACE MOTION
 AB7027
 AB7027  HISTORY     - Date     Condition        Report By
 AB7027  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7027
 AB7027                          STATION DESCRIPTION
 AB7027
 AB7027'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7027'MARK IS 6 MILES (9.7 KM) SOUTH OF ALBANY AT NORTH BOUNDARY OF NONAMI
 AB7027'PLANTATION.  TO REACH FROM THE JUNCTION OF STATE ROUTH 234 (OAKRIDGE
 AB7027'DRIVE) AND MARTIN LUTHER KING JR DR, TRAVEL SOUTH ON MLK JR DR FOR 3.1
 AB7027'MILES (5.0 KM) TO BLUE SPRINGS RD TURNING OFF LEFT JUST AFTER A RIGHT
 AB7027'CURVE.  MLK JR DR CHANGES NAMES HERE TO LILY POND RD AND CONTINUES
 AB7027'WEST OUT TO SR 91 AT MITCHELL EMC BLDG.  TURN LEFT AND TRAVEL SOUTH ON
 AB7027'BLUE SPRINGS RD FOR 1.3 MILES (2.1 KM) TO THE MARK ON THE LEFT IN
 AB7027'NORTHEAST QUADRANT OF INTERSECTION WITH BUTTERNUT AVENUE (DIRT), NEAR
 AB7027'WOODS LINE.  MARK IS 49.5 FT (15.1 M) EAST OF BLUE SPRINGS ROAD, 6.3
 AB7027'FT (1.9 M) NNW OF PHONE PEDESTAL, 48 FT (14.6 M) NORTH OF BUTTERNUT
 AB7027'AVENUE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0283 ***********************************************************************
 EE0283  DESIGNATION -  706.2
 EE0283  PID         -  EE0283
 EE0283  STATE/COUNTY-  GA/WHITFIELD
 EE0283  USGS QUAD   -  DALTON SOUTH (1982)
 EE0283
 EE0283                         *CURRENT SURVEY CONTROL
 EE0283  ___________________________________________________________________
 EE0283* NAD 83(1986)-  34 44 26.     (N)    084 57 44.     (W)     SCALED    
 EE0283* NAVD 88     -       215.250  (meters)     706.20   (feet)  ADJUSTED  
 EE0283  ___________________________________________________________________
 EE0283  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 EE0283  DYNAMIC HT  -         215.034 (meters)     705.49  (feet)  COMP
 EE0283  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EE0283
 EE0283  VERT ORDER  -  FIRST     CLASS II
 EE0283
 EE0283.The horizontal coordinates were scaled from a topographic map and have
 EE0283.an estimated accuracy of +/- 6 seconds.
 EE0283
 EE0283.The orthometric height was determined by differential leveling
 EE0283.and adjusted by the National Geodetic Survey in June 1991..
 EE0283
 EE0283.The geoid height was determined by GEOID03.
 EE0283
 EE0283.The dynamic height is computed by dividing the NAVD 88
 EE0283.geopotential number by the normal gravity value computed on the
 EE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0283.degrees latitude (g = 980.6199 gals.).
 EE0283
 EE0283.The modeled gravity was interpolated from observed gravity values.
 EE0283
 EE0283;                    North         East    Units  Estimated Accuracy
 EE0283;SPC GA W     -   525,930.      627,150.      MT  (+/- 180 meters Scaled)
 EE0283
 EE0283                          SUPERSEDED SURVEY CONTROL
 EE0283
 EE0283  NGVD 29 (??/??/92)  215.23   (m)          706.1    (f) COMPUTED    1 2
 EE0283
 EE0283.Superseded values are not recommended for survey control.
 EE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0283.See file dsdata.txt to determine how the superseded data were derived.
 EE0283
 EE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD865461(NAD 83)
 EE0283_MARKER: Q = CHISELED SQUARE
 EE0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0283_SP_SET: CONCRETE BASE MILEPOST
 EE0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0283
 EE0283  HISTORY     - Date     Condition        Report By
 EE0283  HISTORY     - UNK      MONUMENTED       CGS
 EE0283  HISTORY     - 1936     GOOD             NGS
 EE0283  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0283
 EE0283                          STATION DESCRIPTION
 EE0283
 EE0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0283'2 MI S FROM DALTON.
 EE0283'2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0283'DALTON, WHITFIELD COUNTY, 7 RAILS SOUTH OF MILEPOST 42, 15 FEET
 EE0283'EAST OF THE EAST RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0283'TRACK, ON THE CONCRETE BASE OF STONE MILEPOST A 97.  A CHISELED
 EE0283'SQUARE, NEAR THE CHISELED LETTERS U.S.B.M.
 EE0283
 EE0283                          STATION RECOVERY (1972)
 EE0283
 EE0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6984 ***********************************************************************
 AB6984  DESIGNATION -  707 NDS
 AB6984  PID         -  AB6984
 AB6984  STATE/COUNTY-  GA/DOUGHERTY
 AB6984  USGS QUAD   -  BACONTON NORTH (1983)
 AB6984
 AB6984                         *CURRENT SURVEY CONTROL
 AB6984  ___________________________________________________________________
 AB6984* NAD 83(1986)-  31 26 27.     (N)    084 11 01.     (W)     SCALED    
 AB6984* NAVD 88     -        57.452  (meters)     188.49   (feet)  ADJUSTED  
 AB6984  ___________________________________________________________________
 AB6984  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB6984  DYNAMIC HT  -          57.383 (meters)     188.26  (feet)  COMP
 AB6984  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 AB6984
 AB6984  VERT ORDER  -  SECOND    CLASS II
 AB6984
 AB6984.The horizontal coordinates were scaled from a topographic map and have
 AB6984.an estimated accuracy of +/- 6 seconds.
 AB6984
 AB6984.The orthometric height was determined by differential leveling
 AB6984.and adjusted by the National Geodetic Survey in November 1996..
 AB6984
 AB6984.The geoid height was determined by GEOID03.
 AB6984
 AB6984.The dynamic height is computed by dividing the NAVD 88
 AB6984.geopotential number by the normal gravity value computed on the
 AB6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6984.degrees latitude (g = 980.6199 gals.).
 AB6984
 AB6984.The modeled gravity was interpolated from observed gravity values.
 AB6984
 AB6984;                    North         East    Units  Estimated Accuracy
 AB6984;SPC GA W     -   159,720.      698,390.      MT  (+/- 180 meters Scaled)
 AB6984
 AB6984                          SUPERSEDED SURVEY CONTROL
 AB6984
 AB6984.No superseded survey control is available for this station.
 AB6984
 AB6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV676818(NAD 83)
 AB6984_MARKER: A = ALUMINUM MARKER
 AB6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6984_STAMPING: 707 NDS 1990
 AB6984_MARK LOGO: ALBDOU
 AB6984_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6984+STABILITY: SURFACE MOTION
 AB6984
 AB6984  HISTORY     - Date     Condition        Report By
 AB6984  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6984
 AB6984                          STATION DESCRIPTION
 AB6984
 AB6984'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6984'MARK IS 10 MILES (16.1 KM) SOUTH OF ALBANY.  TO REACH FROM THE
 AB6984'JUNCTION OF STATE ROUTES 91 AND 234 JUST NE OF THE ALBANY AIRPORT,
 AB6984'TRAVEL 3.75 MILES (6.03 KM) SW ALONG SR 91 PASSING THE AIRPORT ON
 AB6984'RIGHT TO HARD UP ROAD TURNING LEFT OPPOSITE SR 62 TURNING RIGHT.
 AB6984'FOLLOW HARD UP RD 4.35 MILES (7.00 KM) SOUTH TO WILDFAIR ROAD ON RIGHT
 AB6984'(PAVED) AND WILDFAIR RD AKA COUNTY LINE ROAD (DIRT) ON LEFT. TURN LEFT
 AB6984'AND FOLLOW COUNTY LINE RD 1.7 MILES (2.7 KM) EAST TO MARK ON LEFT AT A
 AB6984'GREEN/WHITE FRAME HOUSE--BOX 1933.  MARK IS 20 FT (6.1 M) NORTH OF
 AB6984'ROAD, 7.8 FT (2.4 M) EAST OF TWIN 32-INCH LIVE OAK, 14.2 FT (4.3 M)
 AB6984'EAST OF PHONE PEDESTAL NO.  101, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6985 ***********************************************************************
 AB6985  DESIGNATION -  708 NDS
 AB6985  PID         -  AB6985
 AB6985  STATE/COUNTY-  GA/DOUGHERTY
 AB6985  USGS QUAD   -  BACONTON NORTH (1983)
 AB6985
 AB6985                         *CURRENT SURVEY CONTROL
 AB6985  ___________________________________________________________________
 AB6985* NAD 83(1986)-  31 26 28.     (N)    084 12 18.     (W)     SCALED    
 AB6985* NAVD 88     -        57.987  (meters)     190.25   (feet)  ADJUSTED  
 AB6985  ___________________________________________________________________
 AB6985  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB6985  DYNAMIC HT  -          57.916 (meters)     190.01  (feet)  COMP
 AB6985  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 AB6985
 AB6985  VERT ORDER  -  SECOND    CLASS II
 AB6985
 AB6985.The horizontal coordinates were scaled from a topographic map and have
 AB6985.an estimated accuracy of +/- 6 seconds.
 AB6985
 AB6985.The orthometric height was determined by differential leveling
 AB6985.and adjusted by the National Geodetic Survey in November 1996..
 AB6985
 AB6985.The geoid height was determined by GEOID03.
 AB6985
 AB6985.The dynamic height is computed by dividing the NAVD 88
 AB6985.geopotential number by the normal gravity value computed on the
 AB6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6985.degrees latitude (g = 980.6199 gals.).
 AB6985
 AB6985.The modeled gravity was interpolated from observed gravity values.
 AB6985
 AB6985;                    North         East    Units  Estimated Accuracy
 AB6985;SPC GA W     -   159,750.      696,360.      MT  (+/- 180 meters Scaled)
 AB6985
 AB6985                          SUPERSEDED SURVEY CONTROL
 AB6985
 AB6985.No superseded survey control is available for this station.
 AB6985
 AB6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV656818(NAD 83)
 AB6985_MARKER: A = ALUMINUM MARKER
 AB6985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6985_STAMPING: 708 NDS 1990
 AB6985_MARK LOGO: ALBDOU
 AB6985_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6985+STABILITY: SURFACE MOTION
 AB6985
 AB6985  HISTORY     - Date     Condition        Report By
 AB6985  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6985
 AB6985                          STATION DESCRIPTION
 AB6985
 AB6985'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6985'MARK IS 10 MILES (16.1 KM) SSW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB6985'OF STATE ROUTES 91 AND 234 JUST NE OF THE ALBANY AIRPORT, GO SW ON SR
 AB6985'91 PAST THE AIRPORT FOR 3.75 MILES (6.03 KM) TO HARD UP RD TURNING OFF
 AB6985'LEFT OPPOSITE SR 62 TURNING OFF RIGHT.  FOLLOW HARD UP RD 4.35 MILES
 AB6985'(7.00 KM) SOUTH TO WILDFAIR ROAD (PAVED) ON RIGHT AND WILDFAIR RD AKA
 AB6985'COUNTY LINE ROAD (DIRT) ON LEFT.  TURN LEFT AND TRAVEL EAST ON COUNTY
 AB6985'LINE ROAD FOR 0.4 MI (0.6 KM) TO MARK ON RIGHT, 28.6 FT (8.7 M) SOUTH
 AB6985'OF ROAD, 11.2 FT (3.4 M) EAST OF A 40-INCH OAK TREE, 54.8 FT (16.7 M)
 AB6985'WEST OF WARNING SIGN AND TELEPHONE BOX NUMBER 9, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6986 ***********************************************************************
 AB6986  DESIGNATION -  709 NDS
 AB6986  PID         -  AB6986
 AB6986  STATE/COUNTY-  GA/DOUGHERTY
 AB6986  USGS QUAD   -  BACONTON NORTH (1983)
 AB6986
 AB6986                         *CURRENT SURVEY CONTROL
 AB6986  ___________________________________________________________________
 AB6986* NAD 83(1986)-  31 26 23.     (N)    084 14 07.     (W)     SCALED    
 AB6986* NAVD 88     -        56.077  (meters)     183.98   (feet)  ADJUSTED  
 AB6986  ___________________________________________________________________
 AB6986  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AB6986  DYNAMIC HT  -          56.009 (meters)     183.76  (feet)  COMP
 AB6986  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 AB6986
 AB6986  VERT ORDER  -  SECOND    CLASS II
 AB6986
 AB6986.The horizontal coordinates were scaled from a topographic map and have
 AB6986.an estimated accuracy of +/- 6 seconds.
 AB6986
 AB6986.The orthometric height was determined by differential leveling
 AB6986.and adjusted by the National Geodetic Survey in November 1996..
 AB6986
 AB6986.The geoid height was determined by GEOID03.
 AB6986
 AB6986.The dynamic height is computed by dividing the NAVD 88
 AB6986.geopotential number by the normal gravity value computed on the
 AB6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6986.degrees latitude (g = 980.6199 gals.).
 AB6986
 AB6986.The modeled gravity was interpolated from observed gravity values.
 AB6986
 AB6986;                    North         East    Units  Estimated Accuracy
 AB6986;SPC GA W     -   159,600.      693,480.      MT  (+/- 180 meters Scaled)
 AB6986
 AB6986                          SUPERSEDED SURVEY CONTROL
 AB6986
 AB6986.No superseded survey control is available for this station.
 AB6986
 AB6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV627816(NAD 83)
 AB6986_MARKER: A = ALUMINUM MARKER
 AB6986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6986_STAMPING: 709 NDS 1990
 AB6986_MARK LOGO: ALBDOU
 AB6986_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6986+STABILITY: SURFACE MOTION
 AB6986
 AB6986  HISTORY     - Date     Condition        Report By
 AB6986  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6986
 AB6986                          STATION DESCRIPTION
 AB6986
 AB6986'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6986'MARK IS 11 MILES (17.7 KM) SW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB6986'OF STATE ROUTES 91 AND 234 JUST NE OF ALBANY AIRPORT, GO SW ON SR 91
 AB6986'PAST THE AIRPORT FOR 3.75 MILES (6.03 KM) TO HARD UP RD TURNING OFF
 AB6986'LEFT OPPOSITE SR 62 TURNING OFF RIGHT.  FOLLOW HARD UP RD 4.35 MILES
 AB6986'(7.00 KM) SOUTH TO WILDFAIR ROAD ON RIGHT--WILDFAIR RD AKA COUNTY LINE
 AB6986'RD, DIRT, ON LEFT--AND FOLLOW WILDFAIR ROAD 1.4 MILES (2.3 KM) WEST TO
 AB6986'NONAMI PLANTATION ENTRANCE ROAD ON LEFT, MARK BEING ON WEST SIDE OF
 AB6986'ENTRANCE ROAD NEXT TO STONE GATE.  FROM THE CROSSING OF THE
 AB6986'BAKER-DOUGHERTY CO LINE AND SR 91, TRAVEL 1.0 MILE (1.6 KM) NE ON SR
 AB6986'91 TO WILDFAIR RD AND THEN 2.0 MILES (3.2 KM) EAST ALONG WILDFAIR RD
 AB6986'TO THE MARK ON THE RIGHT, 37.8 FT (11.5 M) SOUTH OF WILDFAIR ROAD,
 AB6986'28.4 FT (8.7 M) WEST OF CENTERLINE PLANTATION ROAD, 4.8 FT (1.5 M)
 AB6986'NORTHWEST OF CEDAR TREE.  SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0777 ***********************************************************************
 BC0777  DESIGNATION -  71 CMP
 BC0777  PID         -  BC0777
 BC0777  STATE/COUNTY-  GA/CHARLTON
 BC0777  USGS QUAD   -  BOULOGNE (1992)
 BC0777
 BC0777                         *CURRENT SURVEY CONTROL
 BC0777  ___________________________________________________________________
 BC0777* NAD 83(1986)-  30 50 10.     (N)    081 59 09.     (W)     SCALED    
 BC0777* NAVD 88     -        25.684  (meters)      84.26   (feet)  ADJUSTED  
 BC0777  ___________________________________________________________________
 BC0777  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BC0777  DYNAMIC HT  -          25.652 (meters)      84.16  (feet)  COMP
 BC0777  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 BC0777
 BC0777  VERT ORDER  -  FIRST     CLASS I
 BC0777
 BC0777.The horizontal coordinates were scaled from a topographic map and have
 BC0777.an estimated accuracy of +/- 6 seconds.
 BC0777
 BC0777.The orthometric height was determined by differential leveling
 BC0777.and adjusted by the National Geodetic Survey in June 1991..
 BC0777
 BC0777.The geoid height was determined by GEOID03.
 BC0777
 BC0777.The dynamic height is computed by dividing the NAVD 88
 BC0777.geopotential number by the normal gravity value computed on the
 BC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0777.degrees latitude (g = 980.6199 gals.).
 BC0777
 BC0777.The modeled gravity was interpolated from observed gravity values.
 BC0777
 BC0777;                    North         East    Units  Estimated Accuracy
 BC0777;SPC GA E     -    92,700.      217,300.      MT  (+/- 180 meters Scaled)
 BC0777
 BC0777                          SUPERSEDED SURVEY CONTROL
 BC0777
 BC0777  NGVD 29 (??/??/92)   25.978  (m)           85.23   (f) ADJ UNCH    1 1
 BC0777
 BC0777.Superseded values are not recommended for survey control.
 BC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0777.See file dsdata.txt to determine how the superseded data were derived.
 BC0777
 BC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ057118(NAD 83)
 BC0777_MARKER: DD = SURVEY DISK
 BC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0777_STAMPING: 71 CMP 1970
 BC0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0777+STABILITY: SURFACE MOTION
 BC0777
 BC0777  HISTORY     - Date     Condition        Report By
 BC0777  HISTORY     - 1970     MONUMENTED       USGS
 BC0777  HISTORY     - 1974     GOOD             NGS
 BC0777  HISTORY     - 20030916 GOOD             GADT
 BC0777
 BC0777                          STATION DESCRIPTION
 BC0777
 BC0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BC0777'1.2 MI SE FROM FOLKSTON.
 BC0777'1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE
 BC0777'AT FOLKSTON TO A PAVED ROAD LEADING SOUTHEAST.  100.0 FEET
 BC0777'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 40 AND THE PAVED
 BC0777'ROAD LEADING SOUTHEAST, 48.6 FEET SOUTH OF THE CENTERLINE OF
 BC0777'STATE HIGHWAY 40, 10.0 FEET EAST OF A TELEPHONE POLE, 1.5 FEET
 BC0777'NORTH OF A FENCE LINE, 1.0 FEET SOUTH OF A METAL WITNESS POST.
 BC0777'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 BC0777'ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BC0777
 BC0777                          STATION RECOVERY (2003)
 BC0777
 BC0777'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1240 ***********************************************************************
 BS1240  DESIGNATION -  71 WLC USGS
 BS1240  PID         -  BS1240
 BS1240  STATE/COUNTY-  GA/COOK
 BS1240  USGS QUAD   -  ADEL (1973)
 BS1240
 BS1240                         *CURRENT SURVEY CONTROL
 BS1240  ___________________________________________________________________
 BS1240* NAD 83(1986)-  31 12 05.     (N)    083 29 16.     (W)     SCALED    
 BS1240* NAVD 88     -        79.439  (meters)     260.63   (feet)  ADJUSTED  
 BS1240  ___________________________________________________________________
 BS1240  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BS1240  DYNAMIC HT  -          79.341 (meters)     260.30  (feet)  COMP
 BS1240  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 BS1240
 BS1240  VERT ORDER  -  SECOND    CLASS 0
 BS1240
 BS1240.The horizontal coordinates were scaled from a topographic map and have
 BS1240.an estimated accuracy of +/- 6 seconds.
 BS1240
 BS1240.The orthometric height was determined by differential leveling
 BS1240.and adjusted by the National Geodetic Survey in June 1991..
 BS1240
 BS1240.The geoid height was determined by GEOID03.
 BS1240
 BS1240.The dynamic height is computed by dividing the NAVD 88
 BS1240.geopotential number by the normal gravity value computed on the
 BS1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1240.degrees latitude (g = 980.6199 gals.).
 BS1240
 BS1240.The modeled gravity was interpolated from observed gravity values.
 BS1240
 BS1240;                    North         East    Units  Estimated Accuracy
 BS1240;SPC GA W     -   133,370.      764,690.      MT  (+/- 180 meters Scaled)
 BS1240
 BS1240                          SUPERSEDED SURVEY CONTROL
 BS1240
 BS1240.No superseded survey control is available for this station.
 BS1240
 BS1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ629545(NAD 83)
 BS1240_MARKER: DD = SURVEY DISK
 BS1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1240_STAMPING: 71 WLC 1972
 BS1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1240+STABILITY: SURFACE MOTION
 BS1240
 BS1240  HISTORY     - Date     Condition        Report By
 BS1240  HISTORY     - 1972     MONUMENTED       USGS
 BS1240  HISTORY     - 1973     GOOD             NGS
 BS1240
 BS1240                          STATION DESCRIPTION
 BS1240
 BS1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1240'7.95 MI NW FROM ADEL.
 BS1240'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 BS1240'U. S. HIGHWAY 41 AND STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 3.3
 BS1240'MILES NORTH ALONG COUNTY ROAD 15, OR ABOUT 2.9 MILES SOUTHWEST ALONG
 BS1240'KINARD BRIDGE ROAD FROM THE INTERSECTION OF U. S. HIGHWAY 41, LENOX
 BS1240'ROAD AND KINARD BRIDGE ROAD AT LENOX, THENCE 2.75 MILES SOUTHEAST
 BS1240'ALONG BARNEYVILLE ROAD, THENCE 1.8 MILES WEST AND SOUTH ALONG COUNTY
 BS1240'ROAD 15, AT A 90 DEGREE CURVE (FROM NORTH TO WEST) IN THE ROAD, 36 1/2
 BS1240'FEET NORTH OF THE CENTER LINE OF THE ROAD, 76 1/2 FEET WEST OF THE
 BS1240'SOUTHWEST CORNER OF AN ABANDONED FARMHOUSE, 66 FEET EAST OF A 44-INCH
 BS1240'PECAN TREE, 1 FOOT SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS
 BS1240'POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 BS1240'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6988 ***********************************************************************
 AB6988  DESIGNATION -  712 NDS
 AB6988  PID         -  AB6988
 AB6988  STATE/COUNTY-  GA/DOUGHERTY
 AB6988  USGS QUAD   -  RED STORE CROSSROADS (1974)
 AB6988
 AB6988                         *CURRENT SURVEY CONTROL
 AB6988  ___________________________________________________________________
 AB6988* NAD 83(1986)-  31 26 51.     (N)    084 15 52.     (W)     SCALED    
 AB6988* NAVD 88     -        54.812  (meters)     179.83   (feet)  ADJUSTED  
 AB6988  ___________________________________________________________________
 AB6988  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB6988  DYNAMIC HT  -          54.746 (meters)     179.61  (feet)  COMP
 AB6988  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 AB6988
 AB6988  VERT ORDER  -  SECOND    CLASS II
 AB6988
 AB6988.The horizontal coordinates were scaled from a topographic map and have
 AB6988.an estimated accuracy of +/- 6 seconds.
 AB6988
 AB6988.The orthometric height was determined by differential leveling
 AB6988.and adjusted by the National Geodetic Survey in November 1996..
 AB6988
 AB6988.The geoid height was determined by GEOID03.
 AB6988
 AB6988.The dynamic height is computed by dividing the NAVD 88
 AB6988.geopotential number by the normal gravity value computed on the
 AB6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6988.degrees latitude (g = 980.6199 gals.).
 AB6988
 AB6988.The modeled gravity was interpolated from observed gravity values.
 AB6988
 AB6988;                    North         East    Units  Estimated Accuracy
 AB6988;SPC GA W     -   160,470.      690,710.      MT  (+/- 180 meters Scaled)
 AB6988
 AB6988                          SUPERSEDED SURVEY CONTROL
 AB6988
 AB6988.No superseded survey control is available for this station.
 AB6988
 AB6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV599824(NAD 83)
 AB6988_MARKER: A = ALUMINUM MARKER
 AB6988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6988_STAMPING: 712 NDS 1990
 AB6988_MARK LOGO: ALBDOU
 AB6988_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6988+STABILITY: SURFACE MOTION
 AB6988
 AB6988  HISTORY     - Date     Condition        Report By
 AB6988  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6988
 AB6988                          STATION DESCRIPTION
 AB6988
 AB6988'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6988'MARK IS 11 MILES (17.7 KM) SW OF ALBANY, 8.9 MILES (14.3 KM) SW ALONG
 AB6988'STATE ROUTE 91 FROM THE JUNCTION OF SR 234 JUST NE OF ALBANY AIRPORT
 AB6988'TO THE MARK ON THE LEFT IN THE NE QUADRANT OF INTERSECTION OF SR 91
 AB6988'AND WILDFAIR ROAD, 0.9 MILE (1.4 KM) NE OF BAKER-DOUGHERTY COUNTY
 AB6988'LINE, AT WOODS EDGE, 38.8 FT (11.8 M) NW OF WILDFAIR ROAD, 6.9 FT (2.1
 AB6988'M) SW OF RIGHT-OF-WAY CONCRETE MARKER, 97 FT (29.6 M) SE OF SR 91 AND
 AB6988'ABOUT 35 FT (10.7 M) EAST OF GAS PIPELINE.  SET 0.1 FT (3.0 CM) ABOVE
 AB6988'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2352 ***********************************************************************
 EE2352  DESIGNATION -  7120 24
 EE2352  PID         -  EE2352
 EE2352  STATE/COUNTY-  GA/COBB
 EE2352  USGS QUAD   -  MOUNTAIN PARK (1992)
 EE2352
 EE2352                         *CURRENT SURVEY CONTROL
 EE2352  ___________________________________________________________________
 EE2352* NAD 83(1994)-  34 01 12.06279(N)    084 29 17.25667(W)     ADJUSTED  
 EE2352* NAVD 88     -       337.3    (meters)    1107.     (feet)  VERTCON   
 EE2352  ___________________________________________________________________
 EE2352  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EE2352  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE2352
 EE2352  HORZ ORDER  -  SECOND
 EE2352
 EE2352.The horizontal coordinates were established by GPS observations
 EE2352.and adjusted by the National Geodetic Survey in September 1997..
 EE2352
 EE2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2352
 EE2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2352
 EE2352.The geoid height was determined by GEOID03.
 EE2352
 EE2352;                    North         East     Units Scale Factor Converg.
 EE2352;SPC GA W     -   445,770.449   670,311.848   MT  0.99991086   -0 10 47.5
 EE2352;SPC GA W     - 1,462,498.55  2,199,181.45   sFT  0.99991086   -0 10 47.5
 EE2352;UTM  16      - 3,767,221.071   731,939.621   MT  1.00026320   +1 24 21.5
 EE2352
 EE2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2352!SPC GA W     -   0.99995168  x   0.99991086  =   0.99986254
 EE2352!UTM  16      -   0.99995168  x   1.00026320  =   1.00021486
 EE2352
 EE2352                          SUPERSEDED SURVEY CONTROL
 EE2352
 EE2352  NAD 83(1994)-  34 01 12.06893(N)    084 29 17.25712(W) AD(       ) 2
 EE2352  NGVD 29 (11/09/93)  337.2    (m)         1106.     (f) GPS OBS        
 EE2352
 EE2352.Superseded values are not recommended for survey control.
 EE2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2352.See file dsdata.txt to determine how the superseded data were derived.
 EE2352
 EE2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3194067221(NAD 83)
 EE2352_MARKER: DD = SURVEY DISK
 EE2352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EE2352_SP_SET: RETAINING WALL
 EE2352_STAMPING: 7120-24
 EE2352_MARK LOGO: GA-067
 EE2352_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2352+STABILITY: SURFACE MOTION
 EE2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2352+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EE2352
 EE2352  HISTORY     - Date     Condition        Report By
 EE2352  HISTORY     - 1991     MONUMENTED       AME
 EE2352
 EE2352                          STATION DESCRIPTION
 EE2352
 EE2352'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2352'THE STATION IS LOCATED IN SANDY PLAINS, 3.50 MI (5.63 KM) NORTHEAST OF
 EE2352'MARIETTA, 5.00 MI (8.05 KM) WEST OF ROSWELL, IN THE BACK PARKING LOT,
 EE2352'EAST SIDE OF THE SANDY PLAINS UNITED STATES POST OFFICE.
 EE2352'OWNERSHIP--SANDY PLAINS UNITED STATES POST OFFICE.
 EE2352'$
 EE2352'THE SANDY PLAINS UNITED STATES POST OFFICE IS ON THE SOUTH SIDE OF
 EE2352'SANDY PLAINS ROAD, 0.55 MI (0.89 KM) NORTHEAST OF EAST PIEDMONT ROAD.
 EE2352'$
 EE2352'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED --COBB
 EE2352'CO DOT, 7120-24, ENG DIVISION--. IT IS ON TOP AT THE SOUTHWEST CORNER
 EE2352'OF THE SOUTH END OF A RETAINING WALL WITH HANDRAIL, AT THE EAST SIDE
 EE2352'OF PARKING LOT, NORTHEAST OF A GAS HUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6989 ***********************************************************************
 AB6989  DESIGNATION -  713 NDS
 AB6989  PID         -  AB6989
 AB6989  STATE/COUNTY-  GA/DOUGHERTY
 AB6989  USGS QUAD   -  RED STORE CROSSROADS (1974)
 AB6989
 AB6989                         *CURRENT SURVEY CONTROL
 AB6989  ___________________________________________________________________
 AB6989* NAD 83(1986)-  31 27 30.     (N)    084 15 13.     (W)     SCALED    
 AB6989* NAVD 88     -        57.304  (meters)     188.00   (feet)  ADJUSTED  
 AB6989  ___________________________________________________________________
 AB6989  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB6989  DYNAMIC HT  -          57.234 (meters)     187.78  (feet)  COMP
 AB6989  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 AB6989
 AB6989  VERT ORDER  -  SECOND    CLASS II
 AB6989
 AB6989.The horizontal coordinates were scaled from a topographic map and have
 AB6989.an estimated accuracy of +/- 6 seconds.
 AB6989
 AB6989.The orthometric height was determined by differential leveling
 AB6989.and adjusted by the National Geodetic Survey in November 1996..
 AB6989
 AB6989.The geoid height was determined by GEOID03.
 AB6989
 AB6989.The dynamic height is computed by dividing the NAVD 88
 AB6989.geopotential number by the normal gravity value computed on the
 AB6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6989.degrees latitude (g = 980.6199 gals.).
 AB6989
 AB6989.The modeled gravity was interpolated from observed gravity values.
 AB6989
 AB6989;                    North         East    Units  Estimated Accuracy
 AB6989;SPC GA W     -   161,670.      691,740.      MT  (+/- 180 meters Scaled)
 AB6989
 AB6989                          SUPERSEDED SURVEY CONTROL
 AB6989
 AB6989.No superseded survey control is available for this station.
 AB6989
 AB6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV609836(NAD 83)
 AB6989_MARKER: A = ALUMINUM MARKER
 AB6989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB6989_STAMPING: 713 NDS
 AB6989_MARK LOGO: ALBDOU
 AB6989_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6989
 AB6989  HISTORY     - Date     Condition        Report By
 AB6989  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6989
 AB6989                          STATION DESCRIPTION
 AB6989
 AB6989'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6989'MARK IS 10 MILES (16.1 KM) SW OF ALBANY, 7.9 MILES (12.7 KM) SW ALONG
 AB6989'STATE ROUTE 91 FROM THE JUNCTION OF SR 234 JUST NE OF ALBANY AIRPORT
 AB6989'TO THE MARK ON THE RIGHT, 1.9 MILES (3.1 KM) NE OF BAKER-DOUGHERTY
 AB6989'COUNTY LINE, 1.0 MI (1.6 KM) NE ALONG SR 91 FROM WILDFAIR ROAD, AT
 AB6989'MAIN ENTRANCE INTO NILO PLANTATION, BETWEEN ENTRANCE AND EXIT SAND
 AB6989'DRIVEWAYS, 46.4 FT (14.1 M) NW OF SR 91, 9 FT (2.7 M) ENE OF NILO
 AB6989'PLANTATION SIGN, 44 FT (13.4 M) NE OF 18-INCH PINE BEHIND SPLIT RAIL
 AB6989'FENCE, A BERNTSEN MONUMENT IN CAST IRON CASING, WITH COVER SET FLUSH
 AB6989'WITH GROUND AND ACTUAL MARK ABOUT 0.8 FT (24.4 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6992 ***********************************************************************
 AB6992  DESIGNATION -  714 NDS
 AB6992  PID         -  AB6992
 AB6992  STATE/COUNTY-  GA/DOUGHERTY
 AB6992  USGS QUAD   -  BACONTON NORTH (1983)
 AB6992
 AB6992                         *CURRENT SURVEY CONTROL
 AB6992  ___________________________________________________________________
 AB6992* NAD 83(1986)-  31 28 58.     (N)    084 13 52.     (W)     SCALED    
 AB6992* NAVD 88     -        58.062  (meters)     190.49   (feet)  ADJUSTED  
 AB6992  ___________________________________________________________________
 AB6992  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AB6992  DYNAMIC HT  -          57.992 (meters)     190.26  (feet)  COMP
 AB6992  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 AB6992
 AB6992  VERT ORDER  -  SECOND    CLASS II
 AB6992
 AB6992.The horizontal coordinates were scaled from a topographic map and have
 AB6992.an estimated accuracy of +/- 6 seconds.
 AB6992
 AB6992.The orthometric height was determined by differential leveling
 AB6992.and adjusted by the National Geodetic Survey in November 1996..
 AB6992
 AB6992.The geoid height was determined by GEOID03.
 AB6992
 AB6992.The dynamic height is computed by dividing the NAVD 88
 AB6992.geopotential number by the normal gravity value computed on the
 AB6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6992.degrees latitude (g = 980.6199 gals.).
 AB6992
 AB6992.The modeled gravity was interpolated from observed gravity values.
 AB6992
 AB6992;                    North         East    Units  Estimated Accuracy
 AB6992;SPC GA W     -   164,370.      693,880.      MT  (+/- 180 meters Scaled)
 AB6992
 AB6992                          SUPERSEDED SURVEY CONTROL
 AB6992
 AB6992.No superseded survey control is available for this station.
 AB6992
 AB6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV630864(NAD 83)
 AB6992_MARKER: A = ALUMINUM MARKER
 AB6992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6992_STAMPING: 714 NDS
 AB6992_MARK LOGO: ALBDOU
 AB6992_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6992+STABILITY: SURFACE MOTION
 AB6992
 AB6992  HISTORY     - Date     Condition        Report By
 AB6992  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6992
 AB6992                          STATION DESCRIPTION
 AB6992
 AB6992'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6992'MARK IS 8 MILES (12.9 KM) SW OF ALBANY ALONG STATE ROUTE 91.  TO REACH
 AB6992'FROM THE JUNCTION OF STATE ROUTES 91 AND 234 JUST NE OF THE ALBANY
 AB6992'AIRPORT, FOLLOW SR 91 FOR 5.7 MILES (9.2 KM) SW TO THE MARK ON THE
 AB6992'RIGHT, 1.95 MILES (3.14 KM) SW OF JUNCTION WITH SR 62, OPPOSITE PINYON
 AB6992'DRIVE TO SE AND ON EXTENDED CENTERLINE OF SAME, 41.2 FT (12.6 M) NW OF
 AB6992'HIGHWAY, 89 FT (27.1 M) SW OF DRIVEWAY TO BRICK HOUSE, 12.9 FT (3.9 M)
 AB6992'SE OF 16-INCH PINE, FLUSH WITH GROUND ON SLIGHT EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6993 ***********************************************************************
 AB6993  DESIGNATION -  715 NDS
 AB6993  PID         -  AB6993
 AB6993  STATE/COUNTY-  GA/DOUGHERTY
 AB6993  USGS QUAD   -  BACONTON NORTH (1983)
 AB6993
 AB6993                         *CURRENT SURVEY CONTROL
 AB6993  ___________________________________________________________________
 AB6993* NAD 83(1986)-  31 29 40.     (N)    084 13 11.     (W)     SCALED    
 AB6993* NAVD 88     -        58.941  (meters)     193.38   (feet)  ADJUSTED  
 AB6993  ___________________________________________________________________
 AB6993  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AB6993  DYNAMIC HT  -          58.869 (meters)     193.14  (feet)  COMP
 AB6993  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 AB6993
 AB6993  VERT ORDER  -  SECOND    CLASS II
 AB6993
 AB6993.The horizontal coordinates were scaled from a topographic map and have
 AB6993.an estimated accuracy of +/- 6 seconds.
 AB6993
 AB6993.The orthometric height was determined by differential leveling
 AB6993.and adjusted by the National Geodetic Survey in November 1996..
 AB6993
 AB6993.The geoid height was determined by GEOID03.
 AB6993
 AB6993.The dynamic height is computed by dividing the NAVD 88
 AB6993.geopotential number by the normal gravity value computed on the
 AB6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6993.degrees latitude (g = 980.6199 gals.).
 AB6993
 AB6993.The modeled gravity was interpolated from observed gravity values.
 AB6993
 AB6993;                    North         East    Units  Estimated Accuracy
 AB6993;SPC GA W     -   165,670.      694,960.      MT  (+/- 180 meters Scaled)
 AB6993
 AB6993                          SUPERSEDED SURVEY CONTROL
 AB6993
 AB6993.No superseded survey control is available for this station.
 AB6993
 AB6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV640877(NAD 83)
 AB6993_MARKER: A = ALUMINUM MARKER
 AB6993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6993_STAMPING: 715 NDS 1990
 AB6993_MARK LOGO: ALBDOU
 AB6993_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6993+STABILITY: SURFACE MOTION
 AB6993
 AB6993  HISTORY     - Date     Condition        Report By
 AB6993  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6993
 AB6993                          STATION DESCRIPTION
 AB6993
 AB6993'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6993'MARK IS 7 MILES (11.3 KM) SW OF ALBANY.  TO REACH FROM THE JUNCTION OF
 AB6993'SR 91 AND SR 234 JUST NE OF THE ALBANY AIRPORT, TRAVEL 4.65 MILES
 AB6993'(7.48 KM) SW ALONG SR 91 TO THE MARK ON THE RIGHT, 0.9 MI (1.4 KM) SW
 AB6993'OF THE JUNCTION WITH SR 62, AT LONESOME ROAD, SW QUADRANT OF
 AB6993'INTERSECTION, NEXT TO CHAIN LINK FENCE, 63.6 FT (19.4 M) NW OF
 AB6993'HIGHWAY, 53.4 FT (16.3 M) SOUTH OF LONESOME ROAD, 1.2 FT (0.4 M) ENE
 AB6993'OF A CHAIN LINK FENCE, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0266 ***********************************************************************
 EE0266  DESIGNATION -  715.6
 EE0266  PID         -  EE0266
 EE0266  STATE/COUNTY-  GA/WHITFIELD
 EE0266  USGS QUAD   -  DALTON SOUTH (1982)
 EE0266
 EE0266                         *CURRENT SURVEY CONTROL
 EE0266  ___________________________________________________________________
 EE0266* NAD 83(1986)-  34 39 40.     (N)    084 59 37.     (W)     SCALED    
 EE0266* NAVD 88     -       218.733  (meters)     717.63   (feet)  ADJUSTED  
 EE0266  ___________________________________________________________________
 EE0266  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0266  DYNAMIC HT  -         218.513 (meters)     716.90  (feet)  COMP
 EE0266  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 EE0266
 EE0266  VERT ORDER  -  FIRST     CLASS II
 EE0266
 EE0266.The horizontal coordinates were scaled from a topographic map and have
 EE0266.an estimated accuracy of +/- 6 seconds.
 EE0266
 EE0266.The orthometric height was determined by differential leveling
 EE0266.and adjusted by the National Geodetic Survey in June 1991..
 EE0266
 EE0266.The geoid height was determined by GEOID03.
 EE0266
 EE0266.The dynamic height is computed by dividing the NAVD 88
 EE0266.geopotential number by the normal gravity value computed on the
 EE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0266.degrees latitude (g = 980.6199 gals.).
 EE0266
 EE0266.The modeled gravity was interpolated from observed gravity values.
 EE0266
 EE0266;                    North         East    Units  Estimated Accuracy
 EE0266;SPC GA W     -   517,140.      624,210.      MT  (+/- 180 meters Scaled)
 EE0266
 EE0266                          SUPERSEDED SURVEY CONTROL
 EE0266
 EE0266  NGVD 29 (??/??/92)  218.71   (m)          717.6    (f) COMPUTED    1 2
 EE0266
 EE0266.Superseded values are not recommended for survey control.
 EE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0266.See file dsdata.txt to determine how the superseded data were derived.
 EE0266
 EE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD838372(NAD 83)
 EE0266_MARKER: X = CHISELED CROSS
 EE0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0266_SP_SET: BOLT IN RAILROAD
 EE0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0266
 EE0266  HISTORY     - Date     Condition        Report By
 EE0266  HISTORY     - UNK      MONUMENTED       CGS
 EE0266  HISTORY     - 1936     GOOD             NGS
 EE0266  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0266
 EE0266                          STATION DESCRIPTION
 EE0266
 EE0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0266'2.7 MI S FROM PHELPS.
 EE0266'2.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0266'PHELPS, WHITFIELD COUNTY, 30 FEET SOUTH OF TRESTLE 47.7 H, ON
 EE0266'THE EAST SIDE OF THE TRACK, AT SEMAPHORE BLOCK SIGNAL, 47.8 H, ON
 EE0266'THE TOP OF AN IRON BOLT IN THE SOUTHEAST SIDE OF THE BASE.
 EE0266
 EE0266                          STATION RECOVERY (1968)
 EE0266
 EE0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EE0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6994 ***********************************************************************
 AB6994  DESIGNATION -  716 NDS
 AB6994  PID         -  AB6994
 AB6994  STATE/COUNTY-  GA/DOUGHERTY
 AB6994  USGS QUAD   -  ALBANY WEST (1988)
 AB6994
 AB6994                         *CURRENT SURVEY CONTROL
 AB6994  ___________________________________________________________________
 AB6994* NAD 83(1986)-  31 30 23.     (N)    084 12 31.     (W)     SCALED    
 AB6994* NAVD 88     -        56.276  (meters)     184.63   (feet)  ADJUSTED  
 AB6994  ___________________________________________________________________
 AB6994  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB6994  DYNAMIC HT  -          56.208 (meters)     184.41  (feet)  COMP
 AB6994  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 AB6994
 AB6994  VERT ORDER  -  SECOND    CLASS II
 AB6994
 AB6994.The horizontal coordinates were scaled from a topographic map and have
 AB6994.an estimated accuracy of +/- 6 seconds.
 AB6994
 AB6994.The orthometric height was determined by differential leveling
 AB6994.and adjusted by the National Geodetic Survey in November 1996..
 AB6994
 AB6994.The geoid height was determined by GEOID03.
 AB6994
 AB6994.The dynamic height is computed by dividing the NAVD 88
 AB6994.geopotential number by the normal gravity value computed on the
 AB6994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6994.degrees latitude (g = 980.6199 gals.).
 AB6994
 AB6994.The modeled gravity was interpolated from observed gravity values.
 AB6994
 AB6994;                    North         East    Units  Estimated Accuracy
 AB6994;SPC GA W     -   166,990.      696,020.      MT  (+/- 180 meters Scaled)
 AB6994
 AB6994                          SUPERSEDED SURVEY CONTROL
 AB6994
 AB6994.No superseded survey control is available for this station.
 AB6994
 AB6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV651891(NAD 83)
 AB6994_MARKER: A = ALUMINUM MARKER
 AB6994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6994_STAMPING: 716 NDS 1990
 AB6994_MARK LOGO: ALBDOU
 AB6994_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6994+STABILITY: SURFACE MOTION
 AB6994
 AB6994  HISTORY     - Date     Condition        Report By
 AB6994  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6994
 AB6994                          STATION DESCRIPTION
 AB6994
 AB6994'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6994'MARK IS 5.5 MILES (8.9 KM) SW OF ALBANY, ABOUT 3.6 MILES (5.8 KM) SW
 AB6994'ALONG STATE ROUTE 91 FROM THE JUNCTION OF STATE ROUTE 234 JUST NE OF
 AB6994'ALBANY AIRPORT TO THE MARK ON THE LEFT AT FIRE STATION NO.  8, 2.95 FT
 AB6994'(0.90 M) NORTH OF NORTHWEST CORNER OF BUILDING, 17.5 FT (5.3 M) SSW OF
 AB6994'FLAGPOLE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7015 ***********************************************************************
 AB7015  DESIGNATION -  717 NDS
 AB7015  PID         -  AB7015
 AB7015  STATE/COUNTY-  GA/DOUGHERTY
 AB7015  USGS QUAD   -  ALBANY WEST (1988)
 AB7015
 AB7015                         *CURRENT SURVEY CONTROL
 AB7015  ___________________________________________________________________
 AB7015* NAD 83(1986)-  31 30 42.     (N)    084 12 13.     (W)     SCALED    
 AB7015* NAVD 88     -        57.479  (meters)     188.58   (feet)  ADJUSTED  
 AB7015  ___________________________________________________________________
 AB7015  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB7015  DYNAMIC HT  -          57.409 (meters)     188.35  (feet)  COMP
 AB7015  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 AB7015
 AB7015  VERT ORDER  -  SECOND    CLASS II
 AB7015
 AB7015.The horizontal coordinates were scaled from a topographic map and have
 AB7015.an estimated accuracy of +/- 6 seconds.
 AB7015
 AB7015.The orthometric height was determined by differential leveling
 AB7015.and adjusted by the National Geodetic Survey in November 1996..
 AB7015
 AB7015.The geoid height was determined by GEOID03.
 AB7015
 AB7015.The dynamic height is computed by dividing the NAVD 88
 AB7015.geopotential number by the normal gravity value computed on the
 AB7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7015.degrees latitude (g = 980.6199 gals.).
 AB7015
 AB7015.The modeled gravity was interpolated from observed gravity values.
 AB7015
 AB7015;                    North         East    Units  Estimated Accuracy
 AB7015;SPC GA W     -   167,580.      696,490.      MT  (+/- 180 meters Scaled)
 AB7015
 AB7015                          SUPERSEDED SURVEY CONTROL
 AB7015
 AB7015.No superseded survey control is available for this station.
 AB7015
 AB7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV655896(NAD 83)
 AB7015_MARKER: A = ALUMINUM MARKER
 AB7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7015_STAMPING: 717 NDS 1990
 AB7015_MARK LOGO: ALBDOU
 AB7015_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7015+STABILITY: SURFACE MOTION
 AB7015
 AB7015  HISTORY     - Date     Condition        Report By
 AB7015  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7015
 AB7015                          STATION DESCRIPTION
 AB7015
 AB7015'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7015'MARK IS 5 MILES (8.0 KM) SW OF ALBANY ON DOT R/W.  TO REACH FROM THE
 AB7015'JUNCTION OF STATE ROUTES 91 AND 234 JUST NE OF THE ALBANY AIRPORT,
 AB7015'DRIVE 3.2 MILES (5.1 KM) SW ALONG SR 91 TO THE MARK ON THE RIGHT,
 AB7015'ACROSS FROM BEACON BAPTIST CHURCH, 0.2 MILE (0.3 KM) SW OF LILY POND
 AB7015'RD, 0.9 MI (1.4 KM) SOUTH OF OAKHAVEN DRIVE, 210 FT (64.0 M) SW OF
 AB7015'SOUTHERLY DRIVEWAY TO MITCHELL EMC BLDG, 40 FT (12.2 M) NW AND ACROSS
 AB7015'DITCH FROM NW EDGE OF PAVEMENT, 95 FT (29.0 M) SW OF GASLINE MARKER
 AB7015'NO.98, 7.2 FT (2.2 M) NE OF CHAIN LINK FENCE CORNER, 4 FT (1.2 M) EAST
 AB7015'OF N-S FENCE LINE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7016 ***********************************************************************
 AB7016  DESIGNATION -  718 NDS
 AB7016  PID         -  AB7016
 AB7016  STATE/COUNTY-  GA/DOUGHERTY
 AB7016  USGS QUAD   -  ALBANY WEST (1988)
 AB7016
 AB7016                         *CURRENT SURVEY CONTROL
 AB7016  ___________________________________________________________________
 AB7016* NAD 83(1986)-  31 31 22.     (N)    084 11 40.     (W)     SCALED    
 AB7016* NAVD 88     -        59.833  (meters)     196.30   (feet)  ADJUSTED  
 AB7016  ___________________________________________________________________
 AB7016  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB7016  DYNAMIC HT  -          59.761 (meters)     196.07  (feet)  COMP
 AB7016  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 AB7016
 AB7016  VERT ORDER  -  SECOND    CLASS II
 AB7016
 AB7016.The horizontal coordinates were scaled from a topographic map and have
 AB7016.an estimated accuracy of +/- 6 seconds.
 AB7016
 AB7016.The orthometric height was determined by differential leveling
 AB7016.and adjusted by the National Geodetic Survey in November 1996..
 AB7016
 AB7016.The geoid height was determined by GEOID03.
 AB7016
 AB7016.The dynamic height is computed by dividing the NAVD 88
 AB7016.geopotential number by the normal gravity value computed on the
 AB7016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7016.degrees latitude (g = 980.6199 gals.).
 AB7016
 AB7016.The modeled gravity was interpolated from observed gravity values.
 AB7016
 AB7016;                    North         East    Units  Estimated Accuracy
 AB7016;SPC GA W     -   168,810.      697,360.      MT  (+/- 180 meters Scaled)
 AB7016
 AB7016                          SUPERSEDED SURVEY CONTROL
 AB7016
 AB7016.No superseded survey control is available for this station.
 AB7016
 AB7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV664909(NAD 83)
 AB7016_MARKER: A = ALUMINUM MARKER
 AB7016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7016_STAMPING: 718 NDS 1990
 AB7016_MARK LOGO: ALBDOU
 AB7016_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7016+STABILITY: SURFACE MOTION
 AB7016
 AB7016  HISTORY     - Date     Condition        Report By
 AB7016  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7016
 AB7016                          STATION DESCRIPTION
 AB7016
 AB7016'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7016'MARK IS 4.5 MILES (7.2 KM) SW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7016'OF STATE ROUTES 91 AND 234 JUST NE OF THE ALBANY AIRPORT, TRAVEL 2.2
 AB7016'MILES (3.5 KM) SW ON SR 91 TO THE MARK ON THE RIGHT AT THE SOUTH OR SE
 AB7016'CORNER OF THE AIRPORT AND NORTH OR NW CORNER OF INTERSECTION WITH
 AB7016'OAKHAVEN DR, ABOUT 150 FT (45.7 M) NE OF END AIRPORT FENCE, 3.6 FT
 AB7016'(1.1 M) SE FROM FENCE, 50.4 FT (15.4 M) NW OF NW EDGE OF PAVEMENT, IN
 AB7016'CONCRETE MONUMENT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7017 ***********************************************************************
 AB7017  DESIGNATION -  719 NDS
 AB7017  PID         -  AB7017
 AB7017  STATE/COUNTY-  GA/DOUGHERTY
 AB7017  USGS QUAD   -  ALBANY WEST (1988)
 AB7017
 AB7017                         *CURRENT SURVEY CONTROL
 AB7017  ___________________________________________________________________
 AB7017* NAD 83(1986)-  31 31 58.     (N)    084 11 14.     (W)     SCALED    
 AB7017* NAVD 88     -        58.962  (meters)     193.44   (feet)  ADJUSTED  
 AB7017  ___________________________________________________________________
 AB7017  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB7017  DYNAMIC HT  -          58.891 (meters)     193.21  (feet)  COMP
 AB7017  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 AB7017
 AB7017  VERT ORDER  -  SECOND    CLASS II
 AB7017
 AB7017.The horizontal coordinates were scaled from a topographic map and have
 AB7017.an estimated accuracy of +/- 6 seconds.
 AB7017
 AB7017.The orthometric height was determined by differential leveling
 AB7017.and adjusted by the National Geodetic Survey in November 1996..
 AB7017
 AB7017.The geoid height was determined by GEOID03.
 AB7017
 AB7017.The dynamic height is computed by dividing the NAVD 88
 AB7017.geopotential number by the normal gravity value computed on the
 AB7017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7017.degrees latitude (g = 980.6199 gals.).
 AB7017
 AB7017.The modeled gravity was interpolated from observed gravity values.
 AB7017
 AB7017;                    North         East    Units  Estimated Accuracy
 AB7017;SPC GA W     -   169,920.      698,050.      MT  (+/- 180 meters Scaled)
 AB7017
 AB7017                          SUPERSEDED SURVEY CONTROL
 AB7017
 AB7017.No superseded survey control is available for this station.
 AB7017
 AB7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV670920(NAD 83)
 AB7017_MARKER: A = ALUMINUM MARKER
 AB7017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7017_STAMPING: 719 NDS 1990
 AB7017_MARK LOGO: ALBDOU
 AB7017_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7017+STABILITY: SURFACE MOTION
 AB7017
 AB7017  HISTORY     - Date     Condition        Report By
 AB7017  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7017
 AB7017                          STATION DESCRIPTION
 AB7017
 AB7017'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7017'MARK IS 3.5 MILES (5.6 KM) SW OF ALBANY ON DOT R/W.  TO REACH FROM THE
 AB7017'JUNCTION OF STATE ROUTES 91 AND 234, NEWTON RD AND OAKRIDGE DRIVE,
 AB7017'JUST NE OF ALBANY AIRPORT, TRAVEL 1.45 MILES (2.33 KM) SW ALONG SR 91
 AB7017'TO THE MARK ON THE RIGHT IN FRONT OF MCAFEE AIR TERMINAL, 70 FT (21.3
 AB7017'M) SW OF AIRPORT ENTRANCE, 2.04 M (6.69 FT) NW OF BACK OF CURB, 3.78 M
 AB7017'(12.40 FT) NORTH OF STORM SEWER MANHOLE, 13.6 FT (4.1 M) SOUTH OF R/W
 AB7017'MONUMENT, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2353 ***********************************************************************
 EE2353  DESIGNATION -  7192 27
 EE2353  PID         -  EE2353
 EE2353  STATE/COUNTY-  GA/COBB
 EE2353  USGS QUAD   -  ACWORTH (1992)
 EE2353
 EE2353                         *CURRENT SURVEY CONTROL
 EE2353  ___________________________________________________________________
 EE2353* NAD 83(1994)-  34 04 27.43790(N)    084 40 30.98584(W)     ADJUSTED  
 EE2353* NAVD 88     -       274.9    (meters)     902.     (feet)  VERTCON   
 EE2353  ___________________________________________________________________
 EE2353  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EE2353  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE2353
 EE2353  HORZ ORDER  -  SECOND
 EE2353
 EE2353.The horizontal coordinates were established by GPS observations
 EE2353.and adjusted by the National Geodetic Survey in September 1997..
 EE2353
 EE2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2353
 EE2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2353
 EE2353.The geoid height was determined by GEOID03.
 EE2353
 EE2353;                    North         East     Units Scale Factor Converg.
 EE2353;SPC GA W     -   451,859.885   653,057.841   MT  0.99992715   -0 17 05.9
 EE2353;SPC GA W     - 1,482,476.97  2,142,573.93   sFT  0.99992715   -0 17 05.9
 EE2353;UTM  16      - 3,772,832.024   714,518.439   MT  1.00016730   +1 18 10.7
 EE2353
 EE2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2353!SPC GA W     -   0.99996146  x   0.99992715  =   0.99988861
 EE2353!UTM  16      -   0.99996146  x   1.00016730  =   1.00012876
 EE2353
 EE2353                          SUPERSEDED SURVEY CONTROL
 EE2353
 EE2353  NAD 83(1986)-  34 04 27.44391(N)    084 40 30.98672(W) AD(       ) 2
 EE2353  NGVD 29 (11/09/93)  274.9    (m)          902.     (f) GPS OBS        
 EE2353
 EE2353.Superseded values are not recommended for survey control.
 EE2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2353.See file dsdata.txt to determine how the superseded data were derived.
 EE2353
 EE2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1451872832(NAD 83)
 EE2353_MARKER: DD = SURVEY DISK
 EE2353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE2353_SP_SET: LARGE CATCH BASIN/STORM VAULT
 EE2353_STAMPING: 7192-27
 EE2353_MARK LOGO: GA-067
 EE2353_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2353+STABILITY: SURFACE MOTION
 EE2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2353+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 EE2353
 EE2353  HISTORY     - Date     Condition        Report By
 EE2353  HISTORY     - 1991     MONUMENTED       AME
 EE2353  HISTORY     - 20040101 GOOD             INDIV
 EE2353  HISTORY     - 20060724 GOOD             FRELAN
 EE2353
 EE2353                          STATION DESCRIPTION
 EE2353
 EE2353'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2353'THE STATION IS LOCATED IN THE NORTH PART OF ACWORTH, 0.10 MI
 EE2353'(0.16 KM)   EAST OF THE INTERSECTION OF BARTOW ROAD AND STATE TRUNK
 EE2353'HIGHWAY 92 (CHEROKEE ROAD), 0.50 MI (0.80 KM) SOUTH OF I-75
 EE2353'EXIT-121, IN FRONT OF THE NAPA AUTO PARTS STORE, ON A CATCH
 EE2353'BASIN/STORM VAULT. OWNERSHIP--STATE TRUNK HIGHWAY RIGHT-OF-WAY.
 EE2353'$
 EE2353'AT THE NORTHEAST CORNER OF THE INTERSECTION OF STATE TRUNK HIGHWAY
 EE2353'92 (CHEROKEE ROAD) AND THE DRIVE TO NAPA AUTO PARTS STORE.
 EE2353'$
 EE2353'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 EE2353'CO DOT, 7192-27, ENG DIVISION--. IT IS AT THE NORTHEAST CORNER OF A
 EE2353'LARGE CONCRETE CATCH BASIN/STORM VAULT.
 EE2353
 EE2353                          STATION RECOVERY (2004)
 EE2353
 EE2353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MFM)
 EE2353'GOOD CONDITION FOUND AT - N34 04.419 W084 40.569
 EE2353
 EE2353                          STATION RECOVERY (2006)
 EE2353
 EE2353'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 EE2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2354 ***********************************************************************
 EE2354  DESIGNATION -  7192 28
 EE2354  PID         -  EE2354
 EE2354  STATE/COUNTY-  GA/COBB
 EE2354  USGS QUAD   -  ACWORTH (1992)
 EE2354
 EE2354                         *CURRENT SURVEY CONTROL
 EE2354  ___________________________________________________________________
 EE2354* NAD 83(1994)-  34 01 57.47447(N)    084 41 20.48181(W)     ADJUSTED  
 EE2354* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 EE2354  ___________________________________________________________________
 EE2354  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 EE2354  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EE2354
 EE2354  HORZ ORDER  -  SECOND
 EE2354
 EE2354.The horizontal coordinates were established by GPS observations
 EE2354.and adjusted by the National Geodetic Survey in September 1997..
 EE2354
 EE2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2354
 EE2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2354
 EE2354.The geoid height was determined by GEOID03.
 EE2354
 EE2354;                    North         East     Units Scale Factor Converg.
 EE2354;SPC GA W     -   447,245.992   651,765.280   MT  0.99992867   -0 17 32.5
 EE2354;SPC GA W     - 1,467,339.56  2,138,333.26   sFT  0.99992867   -0 17 32.5
 EE2354;UTM  16      - 3,768,183.003   713,353.885   MT  1.00016116   +1 17 37.9
 EE2354
 EE2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2354!SPC GA W     -   0.99995920  x   0.99992867  =   0.99988787
 EE2354!UTM  16      -   0.99995920  x   1.00016116  =   1.00012035
 EE2354
 EE2354                          SUPERSEDED SURVEY CONTROL
 EE2354
 EE2354  NAD 83(1994)-  34 01 57.48048(N)    084 41 20.48269(W) AD(       ) 2
 EE2354  NGVD 29 (11/09/93)  289.2    (m)          949.     (f) GPS OBS        
 EE2354
 EE2354.Superseded values are not recommended for survey control.
 EE2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2354.See file dsdata.txt to determine how the superseded data were derived.
 EE2354
 EE2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1335468183(NAD 83)
 EE2354_MARKER: DD = SURVEY DISK
 EE2354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE2354_SP_SET: CATCH BASIN/STORM VAULT
 EE2354_STAMPING: 7192-28
 EE2354_MARK LOGO: GA-067
 EE2354_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2354+STABILITY: SURFACE MOTION
 EE2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2354+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 EE2354
 EE2354  HISTORY     - Date     Condition        Report By
 EE2354  HISTORY     - 1991     MONUMENTED       AME
 EE2354  HISTORY     - 20060724 GOOD             FRELAN
 EE2354
 EE2354                          STATION DESCRIPTION
 EE2354
 EE2354'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2354'THE STATION IS LOCATED 1.90 MI (3.06 KM) SOUTH OF ACWORTH, 3.0 MI
 EE2354'(4.83 KM) WEST OF KENNESAW, IN THE MARS HILL SUBDIVISION, AT STREET
 EE2354'INTERSECTION. OWNERSHIP--STREET RIGHT-OF-WAY.
 EE2354'$
 EE2354'TO REACH FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 41 (COBB
 EE2354'PARKWAY) AND STATE TRUNK HIGHWAY 176 (MARS HILL ROAD), GO SOUTH ON
 EE2354'MARS HILL ROAD OF 0.30 MI (0.48 KM) TO THE INTERSECTION WITH MARS
 EE2354'HILL CHURCH ROAD, TURN LEFT AND GO SOUTHEAST ON MARS HILL CHURCH ROAD
 EE2354'FOR 0.30 MI (0.48 KM) TO THE INTERSECTION WITH DAVENPORT TRACE, TURN
 EE2354'RIGHT AND GO SOUTH ON DAVENPORT TRACE FOR 400 FT (121.92 M) TO THE
 EE2354'INTERSECTION WITH JAMES MARK INLET AND THE STATION ON THE RIGHT AT
 EE2354'THE SOUTHWEST CORNER OF THE INTERSECTION.
 EE2354'$
 EE2354'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 EE2354'CO DOT, 7192-28, ENG DIVISION--. IT IS ON TOP AT THE NORTHEAST CORNER
 EE2354'OF A LARGE CONCRETE CATCH BASIN/STORM VAULT.
 EE2354
 EE2354                          STATION RECOVERY (2006)
 EE2354
 EE2354'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 EE2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3863 ***********************************************************************
 DG3863  DESIGNATION -  7195 29
 DG3863  PID         -  DG3863
 DG3863  STATE/COUNTY-  GA/COBB
 DG3863  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG3863
 DG3863                         *CURRENT SURVEY CONTROL
 DG3863  ___________________________________________________________________
 DG3863* NAD 83(1994)-  33 59 42.00887(N)    084 42 24.06544(W)     ADJUSTED  
 DG3863* NAVD 88     -       310.2    (meters)    1018.     (feet)  VERTCON   
 DG3863  ___________________________________________________________________
 DG3863  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DG3863  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3863
 DG3863  HORZ ORDER  -  SECOND
 DG3863
 DG3863.The horizontal coordinates were established by GPS observations
 DG3863.and adjusted by the National Geodetic Survey in September 1997..
 DG3863
 DG3863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3863
 DG3863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3863
 DG3863.The geoid height was determined by GEOID03.
 DG3863
 DG3863;                    North         East     Units Scale Factor Converg.
 DG3863;SPC GA W     -   443,080.857   650,112.325   MT  0.99993067   -0 18 07.0
 DG3863;SPC GA W     - 1,453,674.45  2,132,910.19   sFT  0.99993067   -0 18 07.0
 DG3863;UTM  16      - 3,763,972.772   711,816.452   MT  1.00015311   +1 16 57.8
 DG3863
 DG3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3863!SPC GA W     -   0.99995590  x   0.99993067  =   0.99988657
 DG3863!UTM  16      -   0.99995590  x   1.00015311  =   1.00010900
 DG3863
 DG3863                          SUPERSEDED SURVEY CONTROL
 DG3863
 DG3863  NAD 83(1994)-  33 59 42.01473(N)    084 42 24.06618(W) AD(       ) 2
 DG3863  NGVD 29 (11/09/93)  310.2    (m)         1018.     (f) GPS OBS        
 DG3863
 DG3863.Superseded values are not recommended for survey control.
 DG3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3863.See file dsdata.txt to determine how the superseded data were derived.
 DG3863
 DG3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1181663973(NAD 83)
 DG3863_MARKER: DD = SURVEY DISK
 DG3863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG3863_SP_SET: CURB
 DG3863_STAMPING: 7195-29
 DG3863_MARK LOGO: GA-067
 DG3863_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3863+STABILITY: SURFACE MOTION
 DG3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3863+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3863
 DG3863  HISTORY     - Date     Condition        Report By
 DG3863  HISTORY     - 1991     MONUMENTED       AME
 DG3863
 DG3863                          STATION DESCRIPTION
 DG3863
 DG3863'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 DG3863'THE STATION IS LOCATED 4.30 MI (6.92 KM) SOUTH OF ACWORTH, 5.0 MI
 DG3863'(8.05 KM) WEST OF KENNESAW, AND 7.40 MI (11.91 KM) NORTH OF POWDER
 DG3863'SPRINGS, NEAR THE EAST SIDE OF THE BROOKSTONE COUNTRY CLUB, AT THE
 DG3863'COBB COUNTY-FIRE DEPARTMENT-STATION NUMBER 18.  OWNERSHIP--STATE
 DG3863'TRUNK HIGHWAY RIGHT-OF WAY.
 DG3863'$
 DG3863'TO REACH FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 41 (COBB
 DG3863'PARKWAY) AND STATE TRUNK HIGHWAY 176 (MARS HILL ROAD), GO SOUTH ON
 DG3863'MARS HILL ROAD FOR 3.25 MI (5.23 KM) TO THE INTERSECTION OF
 DG3863'STILESBORO ROAD, CONTINUE SOUTH ON MARS HILL ROAD FOR 0.15 MI
 DG3863'(0.24 KM) AND THE STATION ON THE LEFT.
 DG3863'$
 DG3863'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 DG3863'CO DOT, 7195-29, ENG DIVISION--. IT IS IN THE TOP OF THE CURB AT THE
 DG3863'NORTHEAST CORNER OF THE INTERSECTION OF MARS HILL ROAD AND THE SOUTH
 DG3863'MOST DRIVE TO THE COBB COUNTY FIRE DEPARTMENT STATION NUMBER 18, IT
 DG3863'IS AT THE SOUTHEAST EDGE OF A CATCH BASIN AND SET OVER THE CATCH
 DG3863'BASIN FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0666 ***********************************************************************
 ED0666  DESIGNATION -  72
 ED0666  PID         -  ED0666
 ED0666  STATE/COUNTY-  GA/HALL
 ED0666  USGS QUAD   -  CHESTATEE (1973)
 ED0666
 ED0666                         *CURRENT SURVEY CONTROL
 ED0666  ___________________________________________________________________
 ED0666* NAD 83(1986)-  34 20 26.     (N)    083 57 03.     (W)     SCALED    
 ED0666* NAVD 88     -       307.202  (meters)    1007.88   (feet)  ADJUSTED  
 ED0666  ___________________________________________________________________
 ED0666  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 ED0666  DYNAMIC HT  -         306.875 (meters)    1006.81  (feet)  COMP
 ED0666  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 ED0666
 ED0666  VERT ORDER  -  SECOND    CLASS 0
 ED0666
 ED0666.The horizontal coordinates were scaled from a topographic map and have
 ED0666.an estimated accuracy of +/- 6 seconds.
 ED0666
 ED0666.The orthometric height was determined by differential leveling
 ED0666.and adjusted by the National Geodetic Survey in June 1991..
 ED0666
 ED0666.The geoid height was determined by GEOID03.
 ED0666
 ED0666.The dynamic height is computed by dividing the NAVD 88
 ED0666.geopotential number by the normal gravity value computed on the
 ED0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0666.degrees latitude (g = 980.6199 gals.).
 ED0666
 ED0666.The modeled gravity was interpolated from observed gravity values.
 ED0666
 ED0666;                    North         East    Units  Estimated Accuracy
 ED0666;SPC GA W     -   481,300.      719,860.      MT  (+/- 180 meters Scaled)
 ED0666
 ED0666                          SUPERSEDED SURVEY CONTROL
 ED0666
 ED0666  NGVD 29 (??/??/92)  307.187  (m)         1007.83   (f) ADJ UNCH    2 0
 ED0666
 ED0666.Superseded values are not recommended for survey control.
 ED0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0666.See file dsdata.txt to determine how the superseded data were derived.
 ED0666
 ED0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU285038(NAD 83)
 ED0666_MARKER: DD = SURVEY DISK
 ED0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0666_STAMPING: 72
 ED0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0666+STABILITY: SURFACE MOTION
 ED0666
 ED0666  HISTORY     - Date     Condition        Report By
 ED0666  HISTORY     - UNK      MONUMENTED       DOD
 ED0666  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0666
 ED0666                          STATION DESCRIPTION
 ED0666
 ED0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0666'10.1 MI NW FROM GAINESVILLE.
 ED0666'THE COVERED BRIDGE IS FALLEN INTO THE RIVER AND ALL IS GONE
 ED0666'EXCEPT A PART OF THE SHORED-UP FLOOR.  BULLDOZER WASTE-PILING
 ED0666'OPERATIONS OF A ROCK QUARRY HAVE EVIDENTLY COVERED THE MARK IF
 ED0666'NOT DESTROYED IT.  THE SITE IS AN ESTIMATED 0.4 MILE UPSTREAM FROM
 ED0666'THE PRESENT BRIDGE OVER THE CHESTATEE RIVER, AND ALL WILL BE
 ED0666'UNDERWATER AT LOW LEVEL OF THE POWER POOL WHEN THE NEW BRIDGE
 ED0666'UNDER CONSTRUCTION IS COMPLETED AT SOME DISTANCE DOWN-STREAM AND
 ED0666'THE RESERVOIR IS FILLED.  ORIGINAL DESCRIPTION-- 10.1 MILES
 ED0666'NORTHWEST ALONG STATE HIGHWAY 53 FROM THE POST OFFICE AT
 ED0666'GAINESVILLE, HALL COUNTY, ON THE LEFT BANK OF CHESTATEE RIVER,
 ED0666'AT AN OLD COVERED BRIDGE SPANNING THE RIVER NEAR MISS GLOVERS MILL,
 ED0666'27 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 24 FEET
 ED0666'EAST OF THE SOUTHEAST CORNER, AND AT THE FOOT OF A 15-FOOT BANK,
 ED0666'8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A CORPS OF
 ED0666'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 72 AND SET IN THE TOP
 ED0666'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2292 ***********************************************************************
 BT2292  DESIGNATION -  72 NDS
 BT2292  PID         -  BT2292
 BT2292  STATE/COUNTY-  GA/DOUGHERTY
 BT2292  USGS QUAD   -  ALBANY EAST (1988)
 BT2292
 BT2292                         *CURRENT SURVEY CONTROL
 BT2292  ___________________________________________________________________
 BT2292* NAD 83(1994)-  31 35 40.80429(N)    084 04 37.60527(W)     ADJUSTED  
 BT2292* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 BT2292  ___________________________________________________________________
 BT2292  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BT2292  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT2292
 BT2292  HORZ ORDER  -  SECOND
 BT2292
 BT2292.The horizontal coordinates were established by classical geodetic methods
 BT2292.and adjusted by the National Geodetic Survey in September 1997..
 BT2292.No horizontal observational check was made to the station.
 BT2292
 BT2292.The orthometric height was scaled from a topographic map.
 BT2292
 BT2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2292
 BT2292.The geoid height was determined by GEOID03.
 BT2292
 BT2292;                    North         East     Units Scale Factor Converg.
 BT2292;SPC GA W     -   176,780.283   708,498.414   MT  0.99990089   +0 02 48.9
 BT2292;SPC GA W     -   579,986.65  2,324,465.21   sFT  0.99990089   +0 02 48.9
 BT2292;UTM  16      - 3,499,217.345   777,344.628   MT  1.00054882   +1 31 56.3
 BT2292;UTM  17      - 3,499,619.323   208,015.147   MT  1.00065165   -1 36 47.7
 BT2292
 BT2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2292!SPC GA W     -   0.99999472  x   0.99990089  =   0.99989561
 BT2292!UTM  16      -   0.99999472  x   1.00054882  =   1.00054354
 BT2292!UTM  17      -   0.99999472  x   1.00065165  =   1.00064637
 BT2292
 BT2292                          SUPERSEDED SURVEY CONTROL
 BT2292
 BT2292  NAD 83(1986)-  31 35 40.81017(N)    084 04 37.61155(W) AD(       ) 2
 BT2292
 BT2292.Superseded values are not recommended for survey control.
 BT2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2292.See file dsdata.txt to determine how the superseded data were derived.
 BT2292
 BT2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7734599217(NAD 83)
 BT2292_MARKER: A = ALUMINUM MARKER
 BT2292_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2292_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2292_STAMPING: 72 NDS 1987
 BT2292_MARK LOGO: GA-095
 BT2292_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2292+STABILITY: POSITION/ELEVATION WELL
 BT2292
 BT2292  HISTORY     - Date     Condition        Report By
 BT2292  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2292
 BT2292                          STATION DESCRIPTION
 BT2292
 BT2292'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2292'MARK IS AZIMUTH MARK FOR GPS STATION---G 71 NDS 1987---LOCATED IN
 BT2292'NORTHEAST ALBANY, DOUGHERTY COUNTY, GEORGIA.
 BT2292'TO REACH THE AZIMUTH MARK FROM GPS STATION---G 71 NDS 1987---GO SOUTH
 BT2292'ON MC COLLUM DRIVE FOR 0.43 MI (0.69 KM) TO THE AZIMUTH MARK ON THE
 BT2292'WEST (RIGHT) SIDE OF THE ROAD.
 BT2292'THE AZIMUTH MARK IS A STANDARD ALUMINUM DISK OF THE ALBANY-DOUGHERTY
 BT2292'CONTROL SURVEY, STAMPED 72 NDS 1987, ON TOP OF AN ALUMINUM ALLOY
 BT2292'ROD DRIVEN TO A REFUSAL DEPTH OF 12.0 FT (3.66 M) . THE MARK IS
 BT2292'PROTECTED BY A CAST IRON VALVE BOX WITH A BLANK CAST IRON COVER. THE
 BT2292'TOP OF THE COVER IS 0.60 FT (0.18 M) BELOW THE SURFACE OF THE GROUND,
 BT2292'AND IS ABOUT 1.45 FT (0.44 M) ABOVE THE CENTERLINE OF MC COLLUM DRIVE
 BT2292'. THE MARK IS ABOUT 0.80 FT (0.24 M) BELOW THE TOP OF THE COVER.
 BT2292'THE MARK IS LOCATED 42.7 FT (13.01 M) WEST OF THE CENTERLINE OF MC
 BT2292'COLLUM DRIVE. 5.6 FT (1.71 M) EAST OF A CHAIN-LINK FENCE, 86.4 FT
 BT2292'(26.33 M) NORTHWEST OF THE CENTER OF THE NORTH END OF A RCP
 BT2292'CROSS-DRAIN UNDER THE SOUTH DRIVEWAY ENTRANCE TO BOWMAN TRANSPORT,INC
 BT2292'., AND 2295.4 FT (699.64 M) SOUTH OF THE GPS STATION---G 71 NDS 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1239 ***********************************************************************
 BS1239  DESIGNATION -  72 WLC USGS
 BS1239  PID         -  BS1239
 BS1239  STATE/COUNTY-  GA/COOK
 BS1239  USGS QUAD   -  ADEL (1973)
 BS1239
 BS1239                         *CURRENT SURVEY CONTROL
 BS1239  ___________________________________________________________________
 BS1239* NAD 83(1986)-  31 12 37.     (N)    083 29 26.     (W)     SCALED    
 BS1239* NAVD 88     -        78.351  (meters)     257.06   (feet)  ADJUSTED  
 BS1239  ___________________________________________________________________
 BS1239  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS1239  DYNAMIC HT  -          78.254 (meters)     256.74  (feet)  COMP
 BS1239  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BS1239
 BS1239  VERT ORDER  -  SECOND    CLASS 0
 BS1239
 BS1239.The horizontal coordinates were scaled from a topographic map and have
 BS1239.an estimated accuracy of +/- 6 seconds.
 BS1239
 BS1239.The orthometric height was determined by differential leveling
 BS1239.and adjusted by the National Geodetic Survey in June 1991..
 BS1239
 BS1239.The geoid height was determined by GEOID03.
 BS1239
 BS1239.The dynamic height is computed by dividing the NAVD 88
 BS1239.geopotential number by the normal gravity value computed on the
 BS1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1239.degrees latitude (g = 980.6199 gals.).
 BS1239
 BS1239.The modeled gravity was interpolated from observed gravity values.
 BS1239
 BS1239;                    North         East    Units  Estimated Accuracy
 BS1239;SPC GA W     -   134,360.      764,420.      MT  (+/- 180 meters Scaled)
 BS1239
 BS1239                          SUPERSEDED SURVEY CONTROL
 BS1239
 BS1239.No superseded survey control is available for this station.
 BS1239
 BS1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ627555(NAD 83)
 BS1239_MARKER: DD = SURVEY DISK
 BS1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1239_STAMPING: 72 WLC 1972
 BS1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1239+STABILITY: SURFACE MOTION
 BS1239
 BS1239  HISTORY     - Date     Condition        Report By
 BS1239  HISTORY     - 1972     MONUMENTED       USGS
 BS1239  HISTORY     - 1973     GOOD             NGS
 BS1239
 BS1239                          STATION DESCRIPTION
 BS1239
 BS1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1239'6.65 MI S FROM LENOX.
 BS1239'ABOUT 2.9 MILES SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1239'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1239'LENOX, THENCE 2.75 MILES SOUTHEAST ALONG BARNEYVILLE ROAD, THENCE 1.0
 BS1239'MILE WEST AND SOUTH ALONG A COUNTY ROAD, OR ABOUT 4.65 MILES WEST
 BS1239'ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF U. S. HIGHWAY 41 AND
 BS1239'STATE HIGHWAYS 37 AND 76 AT ADEL, THENCE 4.1 MILES NORTH ALONG COUNTY
 BS1239'ROAD 15, 54 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 275 FEET
 BS1239'SOUTH AND ACROSS THE ROAD FROM A ONE STORY CONCRETE BLOCK HOUSE, ON AN
 BS1239'EAST-WEST PROPERTY LINE FENCE, 81 1/2 FEET SOUTHEAST AND ACROSS THE
 BS1239'ROAD FROM THE SOUTHEAST CORNER OF A LARGE SHED AROUND A TOBACCO BARN,
 BS1239'35 1/2 FEET EAST OF A POWER POLE AND A CORNER FENCE POST, 1 FOOT SOUTH
 BS1239'OF A FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 BS1239'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BS1239'THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7018 ***********************************************************************
 AB7018  DESIGNATION -  720 NDS
 AB7018  PID         -  AB7018
 AB7018  STATE/COUNTY-  GA/DOUGHERTY
 AB7018  USGS QUAD   -  ALBANY WEST (1988)
 AB7018
 AB7018                         *CURRENT SURVEY CONTROL
 AB7018  ___________________________________________________________________
 AB7018* NAD 83(1986)-  31 32 47.     (N)    084 10 40.     (W)     SCALED    
 AB7018* NAVD 88     -        58.189  (meters)     190.91   (feet)  ADJUSTED  
 AB7018  ___________________________________________________________________
 AB7018  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7018  DYNAMIC HT  -          58.119 (meters)     190.68  (feet)  COMP
 AB7018  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 AB7018
 AB7018  VERT ORDER  -  SECOND    CLASS II
 AB7018
 AB7018.The horizontal coordinates were scaled from a topographic map and have
 AB7018.an estimated accuracy of +/- 6 seconds.
 AB7018
 AB7018.The orthometric height was determined by differential leveling
 AB7018.and adjusted by the National Geodetic Survey in November 1996..
 AB7018
 AB7018.The geoid height was determined by GEOID03.
 AB7018
 AB7018.The dynamic height is computed by dividing the NAVD 88
 AB7018.geopotential number by the normal gravity value computed on the
 AB7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7018.degrees latitude (g = 980.6199 gals.).
 AB7018
 AB7018.The modeled gravity was interpolated from observed gravity values.
 AB7018
 AB7018;                    North         East    Units  Estimated Accuracy
 AB7018;SPC GA W     -   171,420.      698,950.      MT  (+/- 180 meters Scaled)
 AB7018
 AB7018                          SUPERSEDED SURVEY CONTROL
 AB7018
 AB7018.No superseded survey control is available for this station.
 AB7018
 AB7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV679936(NAD 83)
 AB7018_MARKER: A = ALUMINUM MARKER
 AB7018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7018_STAMPING: 720 NDS 1990
 AB7018_MARK LOGO: ALBDOU
 AB7018_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7018+STABILITY: SURFACE MOTION
 AB7018
 AB7018  HISTORY     - Date     Condition        Report By
 AB7018  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7018
 AB7018                          STATION DESCRIPTION
 AB7018
 AB7018'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7018'MARK IS 3 MILES (4.8 KM) SW OF ALBANY ON DOT R/W AT NE CORNER OF
 AB7018'ALBANY AIRPORT.  TO REACH FROM THE JUNCTION OF STATE ROUTES 91 AND
 AB7018'234, NEWTON RD AND OAKRIDGE DRIVE JUST NE OF THE AIRPORT, TRAVEL 0.35
 AB7018'MILE (0.56 KM) SW ON SR 91 TO THE MARK ON THE RIGHT JUST SE OF A LONE
 AB7018'BRICK HOUSE SURROUNDED BY PINES, 0.1 MILE (0.2 KM) SW OF Y-JUNCTION
 AB7018'WITH SLAPPEY BLVD, ABOUT OPPOSITE NORTHMOST OR LEFT REAR CORNER OF
 AB7018'CLEVE WESTERS TIRE CENTER, 5.5 M (18.0 FT) SW OF DRIVE TO HOUSE, 8.41
 AB7018'M (27.59 FT) NW OF NW EDGE OF PAVEMENT, 2.26 M (7.41 FT) SW OF R/W
 AB7018'MONUMENT, 6.13 M (20.11 FT) WSW OF POWER POLE WITH TRANSFORMER, 1.89 M
 AB7018'(6.20 FT) SE OF AIRPORT FENCE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7021 ***********************************************************************
 AB7021  DESIGNATION -  721 NDS
 AB7021  PID         -  AB7021
 AB7021  STATE/COUNTY-  GA/DOUGHERTY
 AB7021  USGS QUAD   -  ALBANY WEST (1988)
 AB7021
 AB7021                         *CURRENT SURVEY CONTROL
 AB7021  ___________________________________________________________________
 AB7021* NAD 83(1986)-  31 30 51.     (N)    084 11 06.     (W)     SCALED    
 AB7021* NAVD 88     -        59.353  (meters)     194.73   (feet)  ADJUSTED  
 AB7021  ___________________________________________________________________
 AB7021  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB7021  DYNAMIC HT  -          59.281 (meters)     194.49  (feet)  COMP
 AB7021  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 AB7021
 AB7021  VERT ORDER  -  SECOND    CLASS II
 AB7021
 AB7021.The horizontal coordinates were scaled from a topographic map and have
 AB7021.an estimated accuracy of +/- 6 seconds.
 AB7021
 AB7021.The orthometric height was determined by differential leveling
 AB7021.and adjusted by the National Geodetic Survey in November 1996..
 AB7021
 AB7021.The geoid height was determined by GEOID03.
 AB7021
 AB7021.The dynamic height is computed by dividing the NAVD 88
 AB7021.geopotential number by the normal gravity value computed on the
 AB7021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7021.degrees latitude (g = 980.6199 gals.).
 AB7021
 AB7021.The modeled gravity was interpolated from observed gravity values.
 AB7021
 AB7021;                    North         East    Units  Estimated Accuracy
 AB7021;SPC GA W     -   167,850.      698,260.      MT  (+/- 180 meters Scaled)
 AB7021
 AB7021                          SUPERSEDED SURVEY CONTROL
 AB7021
 AB7021.No superseded survey control is available for this station.
 AB7021
 AB7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV673900(NAD 83)
 AB7021_MARKER: A = ALUMINUM MARKER
 AB7021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7021_STAMPING: 721 NDS 1990
 AB7021_MARK LOGO: ALBDOU
 AB7021_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7021+STABILITY: SURFACE MOTION
 AB7021
 AB7021  HISTORY     - Date     Condition        Report By
 AB7021  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7021
 AB7021                          STATION DESCRIPTION
 AB7021
 AB7021'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7021'MARK IS 5 MILES (8.0 KM) SOUTH OF ALBANY ON COUNTY R/W.  TO REACH FROM
 AB7021'THE JUNCTION OF STATE ROUTES 91 AND 234, NEWTON RD AND OAKRIDGE DR
 AB7021'JUST NE OF ALBANY AIRPORT, TRAVEL 2.9 MILES (4.7 KM) SW ALONG SR 91 TO
 AB7021'LILY POND RD JUST BEFORE MITCHELL EMC.  TURN LEFT AND GO 1.0 MI (1.6
 AB7021'KM) EAST ALONG LILY POND ROAD TO THE MARK ON THE RIGHT AT BRICK
 AB7021'ENTRANCE INTO ADDRESS 1504 LILY POND ROAD, 1 FT (0.3 M) NORTH OF WEST
 AB7021'END BRICK WALL AND EAST END OF CHAIN LINK FENCE, 27 FT (8.2 M) SOUTH
 AB7021'OF SOUTH EDGE OF PAVEMENT, 39 FT (11.9 M) SOUTH OF ROAD CENTER, 36 FT
 AB7021'(11.0 M) WEST OF GRAVEL DRIVEWAY, FLUSH WITH GROUND ON EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3864 ***********************************************************************
 DG3864  DESIGNATION -  7218 21
 DG3864  PID         -  DG3864
 DG3864  STATE/COUNTY-  GA/COBB
 DG3864  USGS QUAD   -  SANDY SPRINGS (1993)
 DG3864
 DG3864                         *CURRENT SURVEY CONTROL
 DG3864  ___________________________________________________________________
 DG3864* NAD 83(1994)-  33 53 59.98729(N)    084 26 49.05162(W)     ADJUSTED  
 DG3864* NAVD 88     -       261.1    (meters)     857.     (feet)  VERTCON   
 DG3864  ___________________________________________________________________
 DG3864  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DG3864  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG3864
 DG3864  HORZ ORDER  -  SECOND
 DG3864
 DG3864.The horizontal coordinates were established by GPS observations
 DG3864.and adjusted by the National Geodetic Survey in September 1997..
 DG3864
 DG3864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3864
 DG3864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3864
 DG3864.The geoid height was determined by GEOID03.
 DG3864
 DG3864;                    North         East     Units Scale Factor Converg.
 DG3864;SPC GA W     -   432,447.624   674,077.521   MT  0.99990828   -0 09 22.8
 DG3864;SPC GA W     - 1,418,788.58  2,211,536.00   sFT  0.99990828   -0 09 22.8
 DG3864;UTM  16      - 3,754,002.554   736,073.500   MT  1.00028708   +1 25 28.6
 DG3864
 DG3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3864!SPC GA W     -   0.99996364  x   0.99990828  =   0.99987192
 DG3864!UTM  16      -   0.99996364  x   1.00028708  =   1.00025071
 DG3864
 DG3864                          SUPERSEDED SURVEY CONTROL
 DG3864
 DG3864  NAD 83(1994)-  33 53 59.99371(N)    084 26 49.05113(W) AD(       ) 2
 DG3864  NGVD 29 (11/09/93)  261.1    (m)          857.     (f) GPS OBS        
 DG3864
 DG3864.Superseded values are not recommended for survey control.
 DG3864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3864.See file dsdata.txt to determine how the superseded data were derived.
 DG3864
 DG3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3607354003(NAD 83)
 DG3864_MARKER: DD = SURVEY DISK
 DG3864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG3864_SP_SET: ABUTMENT
 DG3864_STAMPING: 7218-21
 DG3864_MARK LOGO: GA-067
 DG3864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3864+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3864
 DG3864  HISTORY     - Date     Condition        Report By
 DG3864  HISTORY     - 1991     MONUMENTED       AME
 DG3864
 DG3864                          STATION DESCRIPTION
 DG3864
 DG3864'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 DG3864'THE STATION IS LOCATED 1.80 MI (2.90 KM) EAST OF MARIETTA, 1.60 MI
 DG3864'(2.57 KM) NORTH OF ATLANTA, ON THE I-285 BRIDGE OVERPASSING POWERS
 DG3864'FERRY ROAD. OWNERSHIP--I-285 RIGHT-OF-WAY.
 DG3864'$
 DG3864'THE STATION IS 1.10 MI (1.77 KM) NORTHEAST OF I-75 AND 0.30 MI
 DG3864'(0.48 KM) SOUTHWEST OF THE CHATTAHOOCHEE RIVER ALONG I-285, AT THE
 DG3864'NORTHEAST CORNER OF THE OVERPASS.
 DG3864'$
 DG3864'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 DG3864'CO DOT, 7218-21, ENG DIVISION--. IT IS ON TOP OF THE NORTHEAST END OF
 DG3864'THE NORTH END OF THE EAST ABUTMENT HEADWALL, 0.5 FT (0.15 M)
 DG3864'SOUTHWEST OF THE NORTHEAST END, 2.50 FT (0.76 M) ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7028 ***********************************************************************
 AB7028  DESIGNATION -  722 NDS
 AB7028  PID         -  AB7028
 AB7028  STATE/COUNTY-  GA/DOUGHERTY
 AB7028  USGS QUAD   -  ALBANY WEST (1988)
 AB7028
 AB7028                         *CURRENT SURVEY CONTROL
 AB7028  ___________________________________________________________________
 AB7028* NAD 83(1986)-  31 31 21.     (N)    084 09 38.     (W)     SCALED    
 AB7028* NAVD 88     -        54.713  (meters)     179.50   (feet)  ADJUSTED  
 AB7028  ___________________________________________________________________
 AB7028  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB7028  DYNAMIC HT  -          54.646 (meters)     179.28  (feet)  COMP
 AB7028  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 AB7028
 AB7028  VERT ORDER  -  SECOND    CLASS II
 AB7028
 AB7028.The horizontal coordinates were scaled from a topographic map and have
 AB7028.an estimated accuracy of +/- 6 seconds.
 AB7028
 AB7028.The orthometric height was determined by differential leveling
 AB7028.and adjusted by the National Geodetic Survey in November 1996..
 AB7028
 AB7028.The geoid height was determined by GEOID03.
 AB7028
 AB7028.The dynamic height is computed by dividing the NAVD 88
 AB7028.geopotential number by the normal gravity value computed on the
 AB7028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7028.degrees latitude (g = 980.6199 gals.).
 AB7028
 AB7028.The modeled gravity was interpolated from observed gravity values.
 AB7028
 AB7028;                    North         East    Units  Estimated Accuracy
 AB7028;SPC GA W     -   168,780.      700,580.      MT  (+/- 180 meters Scaled)
 AB7028
 AB7028                          SUPERSEDED SURVEY CONTROL
 AB7028
 AB7028.No superseded survey control is available for this station.
 AB7028
 AB7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV696910(NAD 83)
 AB7028_MARKER: A = ALUMINUM MARKER
 AB7028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7028_STAMPING: 722 NDS 1990
 AB7028_MARK LOGO: ALBDOU
 AB7028_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7028+STABILITY: SURFACE MOTION
 AB7028
 AB7028  HISTORY     - Date     Condition        Report By
 AB7028  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7028
 AB7028                          STATION DESCRIPTION
 AB7028
 AB7028'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7028'MARK IS 4 MILES (6.4 KM) SOUTH OF ALBANY IN GRASS MEDIAN AT ENTRANCE
 AB7028'TO SOUTHGATE SUBDIVISION, 2.05 MI (3.30 KM) SOUTH ON MARTIN LUTHER
 AB7028'KING JR DRIVE FROM OAKRIDGE DRIVE (SR 234) TO THE MARK ON THE RIGHT OR
 AB7028'2.9 MILES (4.7 KM) WEST AND THEN NORTH ALONG LILY POND RD WHICH
 AB7028'CHANGES NAMES TO MLK JR DR TO THE MARK ON THE LEFT, 53.2 FT (16.2 M)
 AB7028'WEST OF MLK JR DRIVE, 1.5 FT (0.5 M) WEST OF BACK OF CURB IN RADIUS,
 AB7028'15 FT (4.6 M) SOUTH OF SOUTHGATE AVENUE ENTRANCE, 13.5 FT (4.1 M)
 AB7028'NORTH OF SOUTHGATE AVENUE EXIT, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2355 ***********************************************************************
 EE2355  DESIGNATION -  7220 22
 EE2355  PID         -  EE2355
 EE2355  STATE/COUNTY-  GA/COBB
 EE2355  USGS QUAD   -  MOUNTAIN PARK (1992)
 EE2355
 EE2355                         *CURRENT SURVEY CONTROL
 EE2355  ___________________________________________________________________
 EE2355* NAD 83(1994)-  34 01 37.53783(N)    084 25 17.64973(W)     ADJUSTED  
 EE2355* NAVD 88     -       331.6    (meters)    1088.     (feet)  VERTCON   
 EE2355  ___________________________________________________________________
 EE2355  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EE2355  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE2355
 EE2355  HORZ ORDER  -  SECOND
 EE2355
 EE2355.The horizontal coordinates were established by GPS observations
 EE2355.and adjusted by the National Geodetic Survey in September 1997..
 EE2355
 EE2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2355
 EE2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2355
 EE2355.The geoid height was determined by GEOID03.
 EE2355
 EE2355;                    North         East     Units Scale Factor Converg.
 EE2355;SPC GA W     -   446,538.010   676,460.672   MT  0.99990683   -0 08 33.5
 EE2355;SPC GA W     - 1,465,016.79  2,219,354.72   sFT  0.99990683   -0 08 33.5
 EE2355;UTM  16      - 3,768,158.871   738,067.125   MT  1.00029871   +1 26 36.7
 EE2355
 EE2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2355!SPC GA W     -   0.99995258  x   0.99990683  =   0.99985941
 EE2355!UTM  16      -   0.99995258  x   1.00029871  =   1.00025128
 EE2355
 EE2355                          SUPERSEDED SURVEY CONTROL
 EE2355
 EE2355  NAD 83(1994)-  34 01 37.54406(N)    084 25 17.65003(W) AD(       ) 2
 EE2355  NGVD 29 (11/09/93)  331.5    (m)         1088.     (f) GPS OBS        
 EE2355
 EE2355.Superseded values are not recommended for survey control.
 EE2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2355.See file dsdata.txt to determine how the superseded data were derived.
 EE2355
 EE2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3806768159(NAD 83)
 EE2355_MARKER: DD = SURVEY DISK
 EE2355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EE2355_SP_SET: RETAINING WALL
 EE2355_STAMPING: 7220-22
 EE2355_MARK LOGO: GA-067
 EE2355_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2355+STABILITY: SURFACE MOTION
 EE2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2355+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EE2355
 EE2355  HISTORY     - Date     Condition        Report By
 EE2355  HISTORY     - 1991     MONUMENTED       AME
 EE2355  HISTORY     - 20020725 MARK NOT FOUND   INDIV
 EE2355
 EE2355                          STATION DESCRIPTION
 EE2355
 EE2355'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2355'THE STATION IS LOCATED 1.10 MI (1.77 KM) WEST OF ROSWELL, 4.00 MI
 EE2355'(6.44 KM) NORTHEAST OF SANDY PLAINS, AND 5.90 MI (9.49 KM) SOUTHEAST
 EE2355'OF WOODSTOCK, ON TOP OF RETAINING WALL AT THE EAST MOST ENTRANCE TO
 EE2355'THE SHALLOWFORD FALLS SHOPPING COURT. OWNERSHIP--SHALLOWFORD
 EE2355'FALLS SHOPPING COURT.
 EE2355'$
 EE2355'TO REACH FROM THE POST OFFICE IN SANDY PLAINS, GO NORTHEAST ON SANDY
 EE2355'PLAINS ROAD FOR 1.80 MI (2.90 KM) TO THE INTERSECTION WITH
 EE2355'SHALLOWFORD ROAD, TURN RIGHT AND GO EAST ON SHALLOWFORD ROAD FOR 2.60
 EE2355'MI (4.18 KM)  TO THE INTERSECTION OF THE EAST MOST DRIVE (SERVICE
 EE2355'DRIVE) TO THE SHALLOWFORD FALLS SHOPPING COURT, AND THE STATION ON
 EE2355'THE RIGHT.
 EE2355'$
 EE2355'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 EE2355'CO DOT, 7220-22, ENG DIVISION--. IT IS ON TOP AT THE NORTH END OF A
 EE2355'RETAINING WALL, AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 EE2355
 EE2355                          STATION RECOVERY (2002)
 EE2355
 EE2355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GCF)
 EE2355'IF APPEARS THE MONUMENT HAS BEEN DESTROYED DUE TO WALL REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2356 ***********************************************************************
 EE2356  DESIGNATION -  7221 26
 EE2356  PID         -  EE2356
 EE2356  STATE/COUNTY-  GA/COBB
 EE2356  USGS QUAD   -  KENNESAW (1992)
 EE2356
 EE2356                         *CURRENT SURVEY CONTROL
 EE2356  ___________________________________________________________________
 EE2356* NAD 83(1994)-  34 03 15.91475(N)    084 35 35.98941(W)     ADJUSTED  
 EE2356* NAVD 88     -       355.9    (meters)    1168.     (feet)  VERTCON   
 EE2356  ___________________________________________________________________
 EE2356  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EE2356  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE2356
 EE2356  HORZ ORDER  -  SECOND
 EE2356
 EE2356.The horizontal coordinates were established by GPS observations
 EE2356.and adjusted by the National Geodetic Survey in September 1997..
 EE2356
 EE2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2356
 EE2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2356
 EE2356.The geoid height was determined by GEOID03.
 EE2356
 EE2356;                    North         East     Units Scale Factor Converg.
 EE2356;SPC GA W     -   449,621.719   660,611.720   MT  0.99991912   -0 14 20.1
 EE2356;SPC GA W     - 1,475,133.92  2,167,356.95   sFT  0.99991912   -0 14 20.1
 EE2356;UTM  16      - 3,770,803.455   722,133.440   MT  1.00020830   +1 20 53.7
 EE2356
 EE2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2356!SPC GA W     -   0.99994875  x   0.99991912  =   0.99986787
 EE2356!UTM  16      -   0.99994875  x   1.00020830  =   1.00015704
 EE2356
 EE2356                          SUPERSEDED SURVEY CONTROL
 EE2356
 EE2356  NAD 83(1994)-  34 03 15.92075(N)    084 35 35.99021(W) AD(       ) 2
 EE2356  NGVD 29 (11/09/93)  355.9    (m)         1168.     (f) GPS OBS        
 EE2356
 EE2356.Superseded values are not recommended for survey control.
 EE2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2356.See file dsdata.txt to determine how the superseded data were derived.
 EE2356
 EE2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2213370803(NAD 83)
 EE2356_MARKER: DD = SURVEY DISK
 EE2356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE2356_SP_SET: BRIDGE ABUTMENT
 EE2356_STAMPING: 7221-26
 EE2356_MARK LOGO: GA-067
 EE2356_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2356+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 EE2356
 EE2356  HISTORY     - Date     Condition        Report By
 EE2356  HISTORY     - 1991     MONUMENTED       AME
 EE2356  HISTORY     - 20020116 GOOD             USPSQD
 EE2356
 EE2356                          STATION DESCRIPTION
 EE2356
 EE2356'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2356'THE STATION IS LOCATED 0.30 MI (0.48 KM) NORTHEAST OF KENNESAW, 2.70
 EE2356'MI (4.35 KM) SOUTHWEST OF WOODSTOCK, AND 3.70 MI (5.95 KM) EAST OF
 EE2356'ACWORTH, ON THE WADE GREEN ROAD BRIDGE OVERPASSING I-75.
 EE2356'OWNERSHIP--I-75 RIGHT-OF-WAY.
 EE2356'$
 EE2356'THE STATION IS AT THE NORTHEAST CORNER OF THE OVERPASS, EXIT-118.
 EE2356'$
 EE2356'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 EE2356'CO DOT, 7221-26, ENG DIVISION--. IT IS AT THE NORTHEAST CORNER OF THE
 EE2356'BRIDGE, ON TOP AT THE NORTH END OF ABUTMENT WALL.
 EE2356
 EE2356                          STATION RECOVERY (2002)
 EE2356
 EE2356'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 EE2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0276 ***********************************************************************
 EE0276  DESIGNATION -  722.6
 EE0276  PID         -  EE0276
 EE0276  STATE/COUNTY-  GA/WHITFIELD
 EE0276  USGS QUAD   -  DALTON SOUTH (1982)
 EE0276
 EE0276                         *CURRENT SURVEY CONTROL
 EE0276  ___________________________________________________________________
 EE0276* NAD 83(1986)-  34 42 48.     (N)    084 58 28.     (W)     SCALED    
 EE0276* NAVD 88     -       220.252  (meters)     722.61   (feet)  ADJUSTED  
 EE0276  ___________________________________________________________________
 EE0276  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE0276  DYNAMIC HT  -         220.031 (meters)     721.88  (feet)  COMP
 EE0276  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EE0276
 EE0276  VERT ORDER  -  FIRST     CLASS II
 EE0276
 EE0276.The horizontal coordinates were scaled from a topographic map and have
 EE0276.an estimated accuracy of +/- 6 seconds.
 EE0276
 EE0276.The orthometric height was determined by differential leveling
 EE0276.and adjusted by the National Geodetic Survey in June 1991..
 EE0276
 EE0276.The geoid height was determined by GEOID03.
 EE0276
 EE0276.The dynamic height is computed by dividing the NAVD 88
 EE0276.geopotential number by the normal gravity value computed on the
 EE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0276.degrees latitude (g = 980.6199 gals.).
 EE0276
 EE0276.The modeled gravity was interpolated from observed gravity values.
 EE0276
 EE0276;                    North         East    Units  Estimated Accuracy
 EE0276;SPC GA W     -   522,920.      626,010.      MT  (+/- 180 meters Scaled)
 EE0276
 EE0276                          SUPERSEDED SURVEY CONTROL
 EE0276
 EE0276  NGVD 29 (??/??/92)  220.478  (m)          723.35   (f) ADJ UNCH    1 2
 EE0276
 EE0276.Superseded values are not recommended for survey control.
 EE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0276.See file dsdata.txt to determine how the superseded data were derived.
 EE0276
 EE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD854431(NAD 83)
 EE0276_MARKER: Q = CHISELED SQUARE
 EE0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0276_SP_SET: CONCRETE BASE
 EE0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0276
 EE0276  HISTORY     - Date     Condition        Report By
 EE0276  HISTORY     - UNK      MONUMENTED       CGS
 EE0276  HISTORY     - 1936     GOOD             NGS
 EE0276  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0276
 EE0276                          STATION DESCRIPTION
 EE0276
 EE0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0276'1.2 MI N FROM PHELPS.
 EE0276'1.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0276'AT PHELPS, WHITFIELD COUNTY, 9 POLES SOUTH OF MILEPOST 44, 2
 EE0276'RAILS SOUTH OF A ROAD CROSSING, AT A SIGNAL BOX, ON THE TOP OF
 EE0276'THE CONCRETE BASE, 10 FEET WEST OF THE CENTERLINE OF THE TRACK.
 EE0276
 EE0276                          STATION RECOVERY (1968)
 EE0276
 EE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EE0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0767 ***********************************************************************
 DF0767  DESIGNATION -  722.6
 DF0767  PID         -  DF0767
 DF0767  STATE/COUNTY-  GA/NEWTON
 DF0767  USGS QUAD   -  JERSEY (1985)
 DF0767
 DF0767                         *CURRENT SURVEY CONTROL
 DF0767  ___________________________________________________________________
 DF0767* NAD 83(1986)-  33 38 21.     (N)    083 48 01.     (W)     SCALED    
 DF0767* NAVD 88     -       220.12   (+/-2cm)     722.2    (feet)  VERTCON   
 DF0767  ___________________________________________________________________
 DF0767  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF0767
 DF0767  VERT ORDER  -  ? (See Below)
 DF0767
 DF0767.The horizontal coordinates were scaled from a topographic map and have
 DF0767.an estimated accuracy of +/- 6 seconds.
 DF0767
 DF0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0767.The vertical order pertains to the NGVD 29 superseded value.
 DF0767
 DF0767.The geoid height was determined by GEOID03.
 DF0767
 DF0767;                    North         East    Units  Estimated Accuracy
 DF0767;SPC GA W     -   403,550.      733,990.      MT  (+/- 180 meters Scaled)
 DF0767
 DF0767                          SUPERSEDED SURVEY CONTROL
 DF0767
 DF0767  NGVD 29 (??/??/92)  220.145  (m)          722.26   (f) ADJ UNCH    ?  
 DF0767
 DF0767.Superseded values are not recommended for survey control.
 DF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0767.See file dsdata.txt to determine how the superseded data were derived.
 DF0767
 DF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT402256(NAD 83)
 DF0767_MARKER: Q = CHISELED SQUARE
 DF0767_SETTING: 66 = SET IN ROCK OUTCROP
 DF0767_SP_SET: ROCK LEDGE
 DF0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0767+STABILITY: POSITION/ELEVATION WELL
 DF0767
 DF0767  HISTORY     - Date     Condition        Report By
 DF0767  HISTORY     - UNK      MONUMENTED       USGS
 DF0767  HISTORY     - 1953     GOOD             NGS
 DF0767
 DF0767                          STATION DESCRIPTION
 DF0767
 DF0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0767'0.8 MI W FROM ALCOVY.
 DF0767'THE ORIGINAL DESCRIPTION IS ADEQUATE.  0.8 MILE WEST ALONG THE
 DF0767'GEORGIA RAILROAD FROM ALCOVY, NEWTON COUNTY ABOUT 1/3 MILE WEST
 DF0767'OF MILEPOST 125, 125 FEET SOUTHEAST OF THE FORKS OF A ROAD, 15
 DF0767'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ON THE TOP OF A ROCK
 DF0767'LEDGE.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS
 DF0767'U.S.B.M. 722.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2357 ***********************************************************************
 EE2357  DESIGNATION -  7241 25
 EE2357  PID         -  EE2357
 EE2357  STATE/COUNTY-  GA/COBB
 EE2357  USGS QUAD   -  KENNESAW (1992)
 EE2357
 EE2357                         *CURRENT SURVEY CONTROL
 EE2357  ___________________________________________________________________
 EE2357* NAD 83(1994)-  34 03 46.13192(N)    084 31 17.00449(W)     ADJUSTED  
 EE2357* NAVD 88     -       311.2    (meters)    1021.     (feet)  VERTCON   
 EE2357  ___________________________________________________________________
 EE2357  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EE2357  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 EE2357
 EE2357  HORZ ORDER  -  SECOND
 EE2357
 EE2357.The horizontal coordinates were established by GPS observations
 EE2357.and adjusted by the National Geodetic Survey in September 1997..
 EE2357
 EE2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2357
 EE2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2357
 EE2357.The geoid height was determined by GEOID03.
 EE2357
 EE2357;                    North         East     Units Scale Factor Converg.
 EE2357;SPC GA W     -   450,527.326   667,256.286   MT  0.99991321   -0 11 55.3
 EE2357;SPC GA W     - 1,478,105.07  2,189,156.66   sFT  0.99991321   -0 11 55.3
 EE2357;UTM  16      - 3,771,893.115   728,752.425   MT  1.00024510   +1 23 20.0
 EE2357
 EE2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2357!SPC GA W     -   0.99995577  x   0.99991321  =   0.99986898
 EE2357!UTM  16      -   0.99995577  x   1.00024510  =   1.00020086
 EE2357
 EE2357                          SUPERSEDED SURVEY CONTROL
 EE2357
 EE2357  NAD 83(1994)-  34 03 46.13795(N)    084 31 17.00525(W) AD(       ) 2
 EE2357  NGVD 29 (11/09/93)  311.2    (m)         1021.     (f) GPS OBS        
 EE2357
 EE2357.Superseded values are not recommended for survey control.
 EE2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2357.See file dsdata.txt to determine how the superseded data were derived.
 EE2357
 EE2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2875271893(NAD 83)
 EE2357_MARKER: DD = SURVEY DISK
 EE2357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE2357_SP_SET: CONCRETE FOUNDATION-GAS PUMP
 EE2357_STAMPING: 7241-25
 EE2357_MARK LOGO: GA-067
 EE2357_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2357+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EE2357
 EE2357  HISTORY     - Date     Condition        Report By
 EE2357  HISTORY     - 1991     MONUMENTED       AME
 EE2357
 EE2357                          STATION DESCRIPTION
 EE2357
 EE2357'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2357'THE STATION IS LOCATED 1.40 MI (2.25 KM) SOUTH OF WOODSTOCK, 5.70 MI
 EE2357'(9.17 KM) WEST OF ROSWELL, AND 4.50 MI (7.24 KM) NORTH-NORTHEAST OF
 EE2357'MARIETTA, AT 4644 CANTON HIGHWAY, ON EAST SIDE OF ROAD.
 EE2357'OWNERSHIP--E. RADATZ IMPORT SERVICE CAR DEALERSHIP.
 EE2357'$
 EE2357'TO REACH FROM THE INTERSECTION OF STATE TRUNK HIGHWAY 92 (ALABAMA
 EE2357'ROAD) AND STATE TRUNK HIGHWAY 5 (CANTON HIGHWAY/ROAD) IN WOODSTOCK,
 EE2357'GO SOUTH ON CANTON HIGHWAY FOR 1.60 MI (2.57 KM) TO E. RADATZ IMPORT
 EE2357'SERVICE CAR DEALERSHIP AND THE STATION ON THE LEFT.
 EE2357'$
 EE2357'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 EE2357'CO DOT, 7241-25, ENG DIVISION--. IT IS ON TOP AT THE SOUTH END OF THE
 EE2357'CONCRETE FOUNDATION FOR AN OLD GAS PUMP, IN FRONT OF E. RADATZ
 EE2357'IMPORT SERVICE (4644 CANTON HIGHWAY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2358 ***********************************************************************
 EE2358  DESIGNATION -  7242 23
 EE2358  PID         -  EE2358
 EE2358  STATE/COUNTY-  GA/COBB
 EE2358  USGS QUAD   -  MOUNTAIN PARK (1992)
 EE2358
 EE2358                         *CURRENT SURVEY CONTROL
 EE2358  ___________________________________________________________________
 EE2358* NAD 83(1994)-  34 02 33.08720(N)    084 28 53.67936(W)     ADJUSTED  
 EE2358* NAVD 88     -       322.5    (meters)    1058.     (feet)  VERTCON   
 EE2358  ___________________________________________________________________
 EE2358  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EE2358  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE2358
 EE2358  HORZ ORDER  -  SECOND
 EE2358
 EE2358.The horizontal coordinates were established by GPS observations
 EE2358.and adjusted by the National Geodetic Survey in September 1997..
 EE2358
 EE2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2358
 EE2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2358
 EE2358.The geoid height was determined by GEOID03.
 EE2358
 EE2358;                    North         East     Units Scale Factor Converg.
 EE2358;SPC GA W     -   448,264.853   670,924.379   MT  0.99991042   -0 10 34.6
 EE2358;SPC GA W     - 1,470,682.27  2,201,191.07   sFT  0.99991042   -0 10 34.6
 EE2358;UTM  16      - 3,769,732.365   732,483.058   MT  1.00026631   +1 24 37.7
 EE2358
 EE2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2358!SPC GA W     -   0.99995401  x   0.99991042  =   0.99986443
 EE2358!UTM  16      -   0.99995401  x   1.00026631  =   1.00022030
 EE2358
 EE2358                          SUPERSEDED SURVEY CONTROL
 EE2358
 EE2358  NAD 83(1994)-  34 02 33.09334(N)    084 28 53.67995(W) AD(       ) 2
 EE2358  NGVD 29 (11/09/93)  322.4    (m)         1058.     (f) GPS OBS        
 EE2358
 EE2358.Superseded values are not recommended for survey control.
 EE2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2358.See file dsdata.txt to determine how the superseded data were derived.
 EE2358
 EE2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3248369732(NAD 83)
 EE2358_MARKER: DD = SURVEY DISK
 EE2358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EE2358_SP_SET: RETAINING WALL
 EE2358_STAMPING: 7242-23
 EE2358_MARK LOGO: GA-067
 EE2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2358+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EE2358
 EE2358  HISTORY     - Date     Condition        Report By
 EE2358  HISTORY     - 1991     MONUMENTED       AME
 EE2358
 EE2358                          STATION DESCRIPTION
 EE2358
 EE2358'DESCRIBED BY AERO-METRIC ENGINEERING INCORPORATED 1991
 EE2358'THE STATION IS LOCATED 1.70 MI (2.74 KM) NORTH OF SANDY PLAINS, 4.20
 EE2358'MI (6.76 KM) WEST OF ROSWELL, AND 3.40 MI (5.47 KM) SOUTHEAST OF
 EE2358'WOODSTOCK, NORTH OF THE INTERSECTION OF SHALLOWFORD ROAD AND TRICKUM
 EE2358'ROAD, AT THE WEST SIDE OF THE SHALLOWFORD CROSSING SHOPPING COURT,
 EE2358'ON TOP AT CORNER OF RETAINING WALL.  OWNERSHIP--COUNTY ROAD
 EE2358'RIGHT-OF-WAY.
 EE2358'$
 EE2358'TO REACH FROM THE POST OFFICE IN SANDY PLAINS, GO NORTHEAST ON SANDY
 EE2358'PLAINS ROAD FOR 0.60 MI (0.97 KM) TO THE INTERSECTION OF TRICKUM ROAD,
 EE2358'TURN LEFT AND GO NORTH ON TRICKUM ROAD FOR 1.10 MI (1.77 KM) PAST
 EE2358'THE INTERSECTION WITH SHALLOWFORD RAOD AND THE STATION ON THE RIGHT.
 EE2358'$
 EE2358'THE STATION IS A 3 INCH BRASS CAP SET IN A DRILL HOLE, STAMPED--COBB
 EE2358'CO DOT, 7242-23, ENG DIVISION--. IT APPROXIMATELY 325 FT (99.06 M)
 EE2358'NORTH OF THE INTERSECTION, AT THE NORTHWEST CORNER OF A VACANT LOT
 EE2358'NORTH OF THE TEXACO GAS STATION, IT IS ON TOP AT THE CORNER OF A
 EE2358'LARGE RETAINING WALL, AT GROUND LEVEL AT TOP OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7034 ***********************************************************************
 AB7034  DESIGNATION -  725 NDS
 AB7034  PID         -  AB7034
 AB7034  STATE/COUNTY-  GA/DOUGHERTY
 AB7034  USGS QUAD   -  ALBANY WEST (1988)
 AB7034
 AB7034                         *CURRENT SURVEY CONTROL
 AB7034  ___________________________________________________________________
 AB7034* NAD 83(1986)-  31 30 04.     (N)    084 07 42.     (W)     SCALED    
 AB7034* NAVD 88     -        57.418  (meters)     188.38   (feet)  ADJUSTED  
 AB7034  ___________________________________________________________________
 AB7034  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AB7034  DYNAMIC HT  -          57.348 (meters)     188.15  (feet)  COMP
 AB7034  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 AB7034
 AB7034  VERT ORDER  -  SECOND    CLASS II
 AB7034
 AB7034.The horizontal coordinates were scaled from a topographic map and have
 AB7034.an estimated accuracy of +/- 6 seconds.
 AB7034
 AB7034.The orthometric height was determined by differential leveling
 AB7034.and adjusted by the National Geodetic Survey in November 1996..
 AB7034
 AB7034.The geoid height was determined by GEOID03.
 AB7034
 AB7034.The dynamic height is computed by dividing the NAVD 88
 AB7034.geopotential number by the normal gravity value computed on the
 AB7034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7034.degrees latitude (g = 980.6199 gals.).
 AB7034
 AB7034.The modeled gravity was interpolated from observed gravity values.
 AB7034
 AB7034;                    North         East    Units  Estimated Accuracy
 AB7034;SPC GA W     -   166,410.      703,640.      MT  (+/- 180 meters Scaled)
 AB7034
 AB7034                          SUPERSEDED SURVEY CONTROL
 AB7034
 AB7034.No superseded survey control is available for this station.
 AB7034
 AB7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV727887(NAD 83)
 AB7034_MARKER: A = ALUMINUM MARKER
 AB7034_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7034_STAMPING: 725 NDS 1990
 AB7034_MARK LOGO: ALBDOU
 AB7034_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7034+STABILITY: SURFACE MOTION
 AB7034
 AB7034  HISTORY     - Date     Condition        Report By
 AB7034  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7034
 AB7034                          STATION DESCRIPTION
 AB7034
 AB7034'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7034'MARK IS 6 MILES (9.7 KM) SSE OF ALBANY.  TO REACH FROM THE JUNCTION OF
 AB7034'STATE ROUTE 234--OAKRIDGE RD--AND RADIUM SPRINGS RD, TRAVEL 3.75 MI
 AB7034'(6.03 KM) SOUTH ON RADIUM SPRINGS ROAD TO THE MARK ON THE RIGHT, SW OF
 AB7034'A RAILROAD CROSSING, 39 FT (11.9 M) SOUTH OF TRACK, 14.1 FT (4.3 M)
 AB7034'ESE OF LARGE POWERPOLE, 41.5 FT (12.6 M) WEST OF ROAD, 0.5 FT (15.2
 AB7034'CM) BELOW GROUND INSIDE CAST IRON CASING WITH LID SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6980 ***********************************************************************
 AB6980  DESIGNATION -  726 NDS
 AB6980  PID         -  AB6980
 AB6980  STATE/COUNTY-  GA/DOUGHERTY
 AB6980  USGS QUAD   -  BACONTON NORTH (1983)
 AB6980
 AB6980                         *CURRENT SURVEY CONTROL
 AB6980  ___________________________________________________________________
 AB6980* NAD 83(1986)-  31 26 34.     (N)    084 08 14.     (W)     SCALED    
 AB6980* NAVD 88     -        51.909  (meters)     170.30   (feet)  ADJUSTED  
 AB6980  ___________________________________________________________________
 AB6980  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB6980  DYNAMIC HT  -          51.846 (meters)     170.10  (feet)  COMP
 AB6980  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 AB6980
 AB6980  VERT ORDER  -  SECOND    CLASS II
 AB6980
 AB6980.The horizontal coordinates were scaled from a topographic map and have
 AB6980.an estimated accuracy of +/- 6 seconds.
 AB6980
 AB6980.The orthometric height was determined by differential leveling
 AB6980.and adjusted by the National Geodetic Survey in November 1996..
 AB6980
 AB6980.The geoid height was determined by GEOID03.
 AB6980
 AB6980.The dynamic height is computed by dividing the NAVD 88
 AB6980.geopotential number by the normal gravity value computed on the
 AB6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6980.degrees latitude (g = 980.6199 gals.).
 AB6980
 AB6980.The modeled gravity was interpolated from observed gravity values.
 AB6980
 AB6980;                    North         East    Units  Estimated Accuracy
 AB6980;SPC GA W     -   159,940.      702,800.      MT  (+/- 180 meters Scaled)
 AB6980
 AB6980                          SUPERSEDED SURVEY CONTROL
 AB6980
 AB6980.No superseded survey control is available for this station.
 AB6980
 AB6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV720822(NAD 83)
 AB6980_MARKER: A = ALUMINUM MARKER
 AB6980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB6980_STAMPING: 726 NDS 1990
 AB6980_MARK LOGO: ALBDOU
 AB6980_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6980+STABILITY: SURFACE MOTION
 AB6980
 AB6980  HISTORY     - Date     Condition        Report By
 AB6980  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6980
 AB6980                          STATION DESCRIPTION
 AB6980
 AB6980'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB6980'MARK IS 10 MI (16.1 KM) SOUTH OF ALBANY AT DOUGHERTY-MITCHELL COUNTY
 AB6980'LINE AND GEORGIA POWER COMPANY PLANT MITCHELL.  TO REACH FROM THE
 AB6980'JUNCTION OF STATE ROUTE 234--OAKRIDGE DRIVE--AND RADIUM SPRINGS ROAD,
 AB6980'TRAVEL 7.65 MILES (12.31 KM) SOUTH ON RADIUM SPRINGS RD TO THE MARK ON
 AB6980'THE RIGHT, 1.55 MILES (2.49 KM) SOUTH OF NELMS ROAD, JUST SOUTH OF
 AB6980'POWER PLANT, AT CONCRETE ARCH OVER ROAD, 2 FT (0.6 M) WEST OF WESTMOST
 AB6980'COLUMN OF ARCH, 5.9 FT (1.8 M) SW OF STONE COUNTY LINE MARKER, 66.4 FT
 AB6980'(20.2 M) SE OF SOUTHMOST LEG OF POWER LINE TOWER NEAR FLINT RIVER.  A
 AB6980'BERNSTEN MONUMENT SET 0.6 FT (18.3 CM) BELOW GROUND INSIDE CAST IRON
 AB6980'CASING WITH LID FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0630 ***********************************************************************
 DF0630  DESIGNATION -  727 USGS
 DF0630  PID         -  DF0630
 DF0630  STATE/COUNTY-  GA/BUTTS
 DF0630  USGS QUAD   -  JACKSON (1985)
 DF0630
 DF0630                         *CURRENT SURVEY CONTROL
 DF0630  ___________________________________________________________________
 DF0630* NAD 83(1986)-  33 17 40.     (N)    083 58 03.     (W)     SCALED    
 DF0630* NAVD 88     -       221.470  (meters)     726.61   (feet)  ADJUSTED  
 DF0630  ___________________________________________________________________
 DF0630  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DF0630  DYNAMIC HT  -         221.223 (meters)     725.80  (feet)  COMP
 DF0630  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 DF0630
 DF0630  VERT ORDER  -  FIRST     CLASS II
 DF0630
 DF0630.The horizontal coordinates were scaled from a topographic map and have
 DF0630.an estimated accuracy of +/- 6 seconds.
 DF0630
 DF0630.The orthometric height was determined by differential leveling
 DF0630.and adjusted by the National Geodetic Survey in June 1991..
 DF0630
 DF0630.The geoid height was determined by GEOID03.
 DF0630
 DF0630.The dynamic height is computed by dividing the NAVD 88
 DF0630.geopotential number by the normal gravity value computed on the
 DF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0630.degrees latitude (g = 980.6199 gals.).
 DF0630
 DF0630.The modeled gravity was interpolated from observed gravity values.
 DF0630
 DF0630;                    North         East    Units  Estimated Accuracy
 DF0630;SPC GA W     -   365,270.      718,550.      MT  (+/- 180 meters Scaled)
 DF0630
 DF0630                          SUPERSEDED SURVEY CONTROL
 DF0630
 DF0630  NGVD 29 (??/??/92)  221.496  (m)          726.69   (f) ADJ UNCH    1 2
 DF0630
 DF0630.Superseded values are not recommended for survey control.
 DF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0630.See file dsdata.txt to determine how the superseded data were derived.
 DF0630
 DF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS236878(NAD 83)
 DF0630_MARKER: DD = SURVEY DISK
 DF0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0630_SP_SET: BUILDING
 DF0630_STAMPING: 727 726.652 MOREHED 1898
 DF0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF0630+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 DF0630
 DF0630  HISTORY     - Date     Condition        Report By
 DF0630  HISTORY     - 1898     MONUMENTED       USGS
 DF0630  HISTORY     - 1958     GOOD             NGS
 DF0630  HISTORY     - 1979     GOOD             NGS
 DF0630  HISTORY     - 20040313 GOOD             METRIC
 DF0630
 DF0630                          STATION DESCRIPTION
 DF0630
 DF0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0630'AT JACKSON.
 DF0630'AT JACKSON, SET VERTICALLY IN THE SOUTH FACE OF THE SANDSTONE
 DF0630'MASONRY OF THE RED BRICK AND STONE COURTHOUSE, 8 1/2 FEET EAST OF
 DF0630'THE CENTER OF THE SOUTH ENTRANCE TO THE COURTHOUSE, 12 FEET WEST
 DF0630'OF THE SOUTHEAST CORNER OF THE SOUTH WING OF THE COURTHOUSE, AND
 DF0630'ABOUT 5.8 FEET ABOVE THE GROUND.
 DF0630
 DF0630                          STATION RECOVERY (1979)
 DF0630
 DF0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0630'RECOVERED IN GOOD CONDITION.
 DF0630
 DF0630                          STATION RECOVERY (2004)
 DF0630
 DF0630'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7033 ***********************************************************************
 AB7033  DESIGNATION -  728 NDS
 AB7033  PID         -  AB7033
 AB7033  STATE/COUNTY-  GA/DOUGHERTY
 AB7033  USGS QUAD   -  BACONTON NORTH (1983)
 AB7033
 AB7033                         *CURRENT SURVEY CONTROL
 AB7033  ___________________________________________________________________
 AB7033* NAD 83(1986)-  31 29 07.     (N)    084 07 46.     (W)     SCALED    
 AB7033* NAVD 88     -        57.916  (meters)     190.01   (feet)  ADJUSTED  
 AB7033  ___________________________________________________________________
 AB7033  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AB7033  DYNAMIC HT  -          57.846 (meters)     189.78  (feet)  COMP
 AB7033  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 AB7033
 AB7033  VERT ORDER  -  SECOND    CLASS II
 AB7033
 AB7033.The horizontal coordinates were scaled from a topographic map and have
 AB7033.an estimated accuracy of +/- 6 seconds.
 AB7033
 AB7033.The orthometric height was determined by differential leveling
 AB7033.and adjusted by the National Geodetic Survey in November 1996..
 AB7033
 AB7033.The geoid height was determined by GEOID03.
 AB7033
 AB7033.The dynamic height is computed by dividing the NAVD 88
 AB7033.geopotential number by the normal gravity value computed on the
 AB7033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7033.degrees latitude (g = 980.6199 gals.).
 AB7033
 AB7033.The modeled gravity was interpolated from observed gravity values.
 AB7033
 AB7033;                    North         East    Units  Estimated Accuracy
 AB7033;SPC GA W     -   164,650.      703,540.      MT  (+/- 180 meters Scaled)
 AB7033
 AB7033                          SUPERSEDED SURVEY CONTROL
 AB7033
 AB7033.No superseded survey control is available for this station.
 AB7033
 AB7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV726869(NAD 83)
 AB7033_MARKER: A = ALUMINUM MARKER
 AB7033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7033_STAMPING: 728 NDS 1990
 AB7033_MARK LOGO: ALBDOU
 AB7033_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7033+STABILITY: SURFACE MOTION
 AB7033
 AB7033  HISTORY     - Date     Condition        Report By
 AB7033  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7033
 AB7033                          STATION DESCRIPTION
 AB7033
 AB7033'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (GBC)
 AB7033'MARK IS 7 MILES (11.3 KM) SSE OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7033'OF STATE ROUTE 234--OAKRIDGE DRIVE--AND RADIUM SPRINGS ROAD, TRAVEL
 AB7033'4.7 MILES (7.6 KM) SOUTH ON RADIUM SPRINGS RD TO THE MARK ON THE RIGHT
 AB7033'IN SW QUADRANT OF PATTERSON AVENUE AND RADIUM SPRINGS INTERSECTION,
 AB7033'1.45 MILES (2.33 KM) NORTH OF NELMS RD, 32.2 FT (9.8 M) WEST OF RADIUM
 AB7033'SPRINGS RD, 48.2 FT (14.7 M) SOUTH OF PATTERSON AVE., 26.4 FT (8.0 M)
 AB7033'ESE OF A POWERPOLE, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7038 ***********************************************************************
 AB7038  DESIGNATION -  729 NDS
 AB7038  PID         -  AB7038
 AB7038  STATE/COUNTY-  GA/DOUGHERTY
 AB7038  USGS QUAD   -  ALBANY WEST (1988)
 AB7038
 AB7038                         *CURRENT SURVEY CONTROL
 AB7038  ___________________________________________________________________
 AB7038* NAD 83(1986)-  31 31 38.     (N)    084 08 08.     (W)     SCALED    
 AB7038* NAVD 88     -        54.315  (meters)     178.20   (feet)  ADJUSTED  
 AB7038  ___________________________________________________________________
 AB7038  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB7038  DYNAMIC HT  -          54.249 (meters)     177.98  (feet)  COMP
 AB7038  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 AB7038
 AB7038  VERT ORDER  -  SECOND    CLASS II
 AB7038
 AB7038.The horizontal coordinates were scaled from a topographic map and have
 AB7038.an estimated accuracy of +/- 6 seconds.
 AB7038
 AB7038.The orthometric height was determined by differential leveling
 AB7038.and adjusted by the National Geodetic Survey in November 1996..
 AB7038
 AB7038.The geoid height was determined by GEOID03.
 AB7038
 AB7038.The dynamic height is computed by dividing the NAVD 88
 AB7038.geopotential number by the normal gravity value computed on the
 AB7038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7038.degrees latitude (g = 980.6199 gals.).
 AB7038
 AB7038.The modeled gravity was interpolated from observed gravity values.
 AB7038
 AB7038;                    North         East    Units  Estimated Accuracy
 AB7038;SPC GA W     -   169,300.      702,950.      MT  (+/- 180 meters Scaled)
 AB7038
 AB7038                          SUPERSEDED SURVEY CONTROL
 AB7038
 AB7038.No superseded survey control is available for this station.
 AB7038
 AB7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV719915(NAD 83)
 AB7038_MARKER: A = ALUMINUM MARKER
 AB7038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7038_STAMPING: 729 NDS 1990
 AB7038_MARK LOGO: ALBDOU
 AB7038_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7038+STABILITY: SURFACE MOTION
 AB7038
 AB7038  HISTORY     - Date     Condition        Report By
 AB7038  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7038
 AB7038                          STATION DESCRIPTION
 AB7038
 AB7038'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7038'MARK IS 4 MILES (6.4 KM) SSE OF ALBANY AT RADIUM SPRINGS.  TO REACH
 AB7038'FROM THE JUNCTION OF STATE ROUTE 234--OAKRIDGE RD--AND RADIUM SPRINGS
 AB7038'ROAD, TRAVEL 1.85 MI (2.98 KM) SOUTH ON RADIUM SPRINGS RD TO THE MARK
 AB7038'ON THE RIGHT AT T-INTERSECTION WITH HOLLY DRIVE, IN FRONT OF RESORT
 AB7038'BUILDING, 17 FT (5.2 M) WEST OF C/L AND 3 FT (0.9 M) WEST OF BACK CURB
 AB7038'OF RADIUM SPRINGS RD, 3 FT (0.9 M) EAST OF BACK CURB OF RESORT
 AB7038'DRIVEWAY, 37.7 FT (11.5 M) SE OF SOUTHMOST COLUMN OF BLDG, SET FLUSH
 AB7038'WITH GROUND IN GRASS MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1238 ***********************************************************************
 BS1238  DESIGNATION -  73 WLC USGS
 BS1238  PID         -  BS1238
 BS1238  STATE/COUNTY-  GA/COOK
 BS1238  USGS QUAD   -  ADEL (1973)
 BS1238
 BS1238                         *CURRENT SURVEY CONTROL
 BS1238  ___________________________________________________________________
 BS1238* NAD 83(1986)-  31 13 38.     (N)    083 28 56.     (W)     SCALED    
 BS1238* NAVD 88     -        78.995  (meters)     259.17   (feet)  ADJUSTED  
 BS1238  ___________________________________________________________________
 BS1238  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS1238  DYNAMIC HT  -          78.897 (meters)     258.85  (feet)  COMP
 BS1238  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 BS1238
 BS1238  VERT ORDER  -  SECOND    CLASS 0
 BS1238
 BS1238.The horizontal coordinates were scaled from a topographic map and have
 BS1238.an estimated accuracy of +/- 6 seconds.
 BS1238
 BS1238.The orthometric height was determined by differential leveling
 BS1238.and adjusted by the National Geodetic Survey in June 1991..
 BS1238
 BS1238.The geoid height was determined by GEOID03.
 BS1238
 BS1238.The dynamic height is computed by dividing the NAVD 88
 BS1238.geopotential number by the normal gravity value computed on the
 BS1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1238.degrees latitude (g = 980.6199 gals.).
 BS1238
 BS1238.The modeled gravity was interpolated from observed gravity values.
 BS1238
 BS1238;                    North         East    Units  Estimated Accuracy
 BS1238;SPC GA W     -   136,240.      765,210.      MT  (+/- 180 meters Scaled)
 BS1238
 BS1238                          SUPERSEDED SURVEY CONTROL
 BS1238
 BS1238.No superseded survey control is available for this station.
 BS1238
 BS1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ635574(NAD 83)
 BS1238_MARKER: DD = SURVEY DISK
 BS1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1238_STAMPING: 73 WLC 1972
 BS1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1238+STABILITY: SURFACE MOTION
 BS1238
 BS1238  HISTORY     - Date     Condition        Report By
 BS1238  HISTORY     - 1972     MONUMENTED       USGS
 BS1238  HISTORY     - 1973     GOOD             NGS
 BS1238
 BS1238                          STATION DESCRIPTION
 BS1238
 BS1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1238'5.3 MI S FROM LENOX.
 BS1238'ABOUT 2.9 MILES SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1238'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1238'LENOX, THENCE 2.4 MILES SOUTHEAST ALONG BARNEYVILLE ROAD, 40 FEET
 BS1238'SOUTH OF THE CENTER LINE OF THE ROAD, 134 FEET WEST OF THE CENTER OF A
 BS1238'JUNCTION OF BARNEYVILLE ROAD AND A ROAD LEADING SOUTH TO THE
 BS1238'SPRINGHILL PRIMITIVE BAPTIST CHURCH, SOUTHWEST AND ACROSS THE
 BS1238'BARNEYVILLE ROAD FROM A FRAME HOUSE, 76 FEET WEST OF THE CENTER OF A
 BS1238'GATE THAT CROSSES A FIELD ENTRANCE ROAD, 5 FEET NORTH OF A POWER POLE,
 BS1238'1 FOOT NORTH OF A FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 BS1238'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 BS1238'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7126 ***********************************************************************
 AB7126  DESIGNATION -  731 NDS
 AB7126  PID         -  AB7126
 AB7126  STATE/COUNTY-  GA/DOUGHERTY
 AB7126  USGS QUAD   -  ALBANY WEST (1988)
 AB7126
 AB7126                         *CURRENT SURVEY CONTROL
 AB7126  ___________________________________________________________________
 AB7126* NAD 83(1986)-  31 32 59.     (N)    084 12 47.     (W)     SCALED    
 AB7126* NAVD 88     -        58.736  (meters)     192.70   (feet)  ADJUSTED  
 AB7126  ___________________________________________________________________
 AB7126  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7126  DYNAMIC HT  -          58.665 (meters)     192.47  (feet)  COMP
 AB7126  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 AB7126
 AB7126  VERT ORDER  -  SECOND    CLASS II
 AB7126
 AB7126.The horizontal coordinates were scaled from a topographic map and have
 AB7126.an estimated accuracy of +/- 6 seconds.
 AB7126
 AB7126.The orthometric height was determined by differential leveling
 AB7126.and adjusted by the National Geodetic Survey in November 1996..
 AB7126
 AB7126.The geoid height was determined by GEOID03.
 AB7126
 AB7126.The dynamic height is computed by dividing the NAVD 88
 AB7126.geopotential number by the normal gravity value computed on the
 AB7126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7126.degrees latitude (g = 980.6199 gals.).
 AB7126
 AB7126.The modeled gravity was interpolated from observed gravity values.
 AB7126
 AB7126;                    North         East    Units  Estimated Accuracy
 AB7126;SPC GA W     -   171,800.      695,600.      MT  (+/- 180 meters Scaled)
 AB7126
 AB7126                          SUPERSEDED SURVEY CONTROL
 AB7126
 AB7126.No superseded survey control is available for this station.
 AB7126
 AB7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV645938(NAD 83)
 AB7126_MARKER: A = ALUMINUM MARKER
 AB7126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7126_STAMPING: 731 NDS 1990
 AB7126_MARK LOGO: ALBDOU
 AB7126_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7126+STABILITY: SURFACE MOTION
 AB7126
 AB7126  HISTORY     - Date     Condition        Report By
 AB7126  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7126
 AB7126                          STATION DESCRIPTION
 AB7126
 AB7126'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7126'MARK IS 4 MILES (6.4 KM) SW OF ALBANY, 0.6 MI (1.0 KM) EAST ALONG
 AB7126'OAKRIDGE DRIVE FROM JUNCTION OF WESTOVER AVENUE, 2.2 MILES (3.5 KM)
 AB7126'WEST OF SLAPPEY DRIVE, AT FAITH BAPTIST CHURCH, ACROSS OAKRIDGE DR
 AB7126'FROM PECAN GROVE, 28.5 FT (8.7 M) SOUTH OF BACK OF CURB, OAKRIDGE,
 AB7126'11.8 FT (3.6 M) SW OF NORTHMOST OF TWO WATER METERS, 4.8 FT (1.5 M)
 AB7126'NORTH OF NORTHMOST METAL POST OF CHURCH SIGN, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0221 ***********************************************************************
 EE0221  DESIGNATION -  731 RESET 1937
 EE0221  PID         -  EE0221
 EE0221  STATE/COUNTY-  GA/GORDON
 EE0221  USGS QUAD   -  SONORAVILLE (1972)
 EE0221
 EE0221                         *CURRENT SURVEY CONTROL
 EE0221  ___________________________________________________________________
 EE0221* NAD 83(1986)-  34 26 53.     (N)    084 48 35.     (W)     SCALED    
 EE0221* NAVD 88     -       222.86   (meters)     731.2    (feet)  RESET     
 EE0221  ___________________________________________________________________
 EE0221  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE0221
 EE0221  VERT ORDER  -  THIRD
 EE0221
 EE0221.The horizontal coordinates were scaled from a topographic map and have
 EE0221.an estimated accuracy of +/- 6 seconds.
 EE0221
 EE0221.The orthometric height was computed from unverified reset data.
 EE0221.No vertical observational check was made to the station.
 EE0221
 EE0221.The geoid height was determined by GEOID03.
 EE0221
 EE0221;                    North         East    Units  Estimated Accuracy
 EE0221;SPC GA W     -   493,390.      640,910.      MT  (+/- 180 meters Scaled)
 EE0221
 EE0221                          SUPERSEDED SURVEY CONTROL
 EE0221
 EE0221  NGVD 29 (??/??/??)  222.85   (m)          731.1    (f) RESET       3  
 EE0221
 EE0221.Superseded values are not recommended for survey control.
 EE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0221.See file dsdata.txt to determine how the superseded data were derived.
 EE0221
 EE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD012140(NAD 83)
 EE0221_MARKER: DD = SURVEY DISK
 EE0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EE0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EE0221_STAMPING: 731 ADJ 1903 RESET 1937
 EE0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0221
 EE0221  HISTORY     - Date     Condition        Report By
 EE0221  HISTORY     - 1937     MONUMENTED       USGS
 EE0221  HISTORY     - 1972     GOOD             NGS
 EE0221
 EE0221                          STATION DESCRIPTION
 EE0221
 EE0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0221'AT SONORAVILLE.
 EE0221'AT SONORAVILLE, 36 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 EE0221'INTERSECTION OF STATE HIGHWAY 53, STATE HIGHWAY 373 LEADING NORTH
 EE0221'AND A PAVED ROAD LEADING SOUTH, 34 1/2 FEET SOUTH OF THE CENTER
 EE0221'LINE OF STATE HIGHWAY 53, 20 1/2 FEET EAST OF THE CENTER LINE
 EE0221'OF THE PAVED ROAD LEADING SOUTH, 8 FEET SOUTH OF TELEPHONE POLE
 EE0221'NUMBER 169 WHICH BEARS TELEPHONE LINES THAT EXTEND IN FOUR
 EE0221'DIRECTIONS, 6.2 FEET SOUTH OF THE NORTHWEST CORNER OF A 4-FOOT
 EE0221'HIGH STONE RETAINING WALL THAT EXTENDS AROUND THE NORTH AND THE
 EE0221'WEST SIDES OF A LAWN, 0.4 FOOT EAST OF THE EAST EDGE OF THE WEST
 EE0221'RETAINING WALL, ABOUT LEVEL WITH THE TOP OF THE RETAINING WALL,
 EE0221'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, A U.S. GEOLOGICAL SURVEY
 EE0221'CAP ON THE TOP OF AN IRON PIPE THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7086 ***********************************************************************
 AB7086  DESIGNATION -  732 NDS
 AB7086  PID         -  AB7086
 AB7086  STATE/COUNTY-  GA/DOUGHERTY
 AB7086  USGS QUAD   -  ALBANY WEST (1988)
 AB7086
 AB7086                         *CURRENT SURVEY CONTROL
 AB7086  ___________________________________________________________________
 AB7086* NAD 83(1986)-  31 32 59.     (N)    084 13 26.     (W)     SCALED    
 AB7086* NAVD 88     -        57.285  (meters)     187.94   (feet)  ADJUSTED  
 AB7086  ___________________________________________________________________
 AB7086  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7086  DYNAMIC HT  -          57.216 (meters)     187.72  (feet)  COMP
 AB7086  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 AB7086
 AB7086  VERT ORDER  -  SECOND    CLASS II
 AB7086
 AB7086.The horizontal coordinates were scaled from a topographic map and have
 AB7086.an estimated accuracy of +/- 6 seconds.
 AB7086
 AB7086.The orthometric height was determined by differential leveling
 AB7086.and adjusted by the National Geodetic Survey in November 1996..
 AB7086
 AB7086.The geoid height was determined by GEOID03.
 AB7086
 AB7086.The dynamic height is computed by dividing the NAVD 88
 AB7086.geopotential number by the normal gravity value computed on the
 AB7086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7086.degrees latitude (g = 980.6199 gals.).
 AB7086
 AB7086.The modeled gravity was interpolated from observed gravity values.
 AB7086
 AB7086;                    North         East    Units  Estimated Accuracy
 AB7086;SPC GA W     -   171,800.      694,570.      MT  (+/- 180 meters Scaled)
 AB7086
 AB7086                          SUPERSEDED SURVEY CONTROL
 AB7086
 AB7086.No superseded survey control is available for this station.
 AB7086
 AB7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV635938(NAD 83)
 AB7086_MARKER: A = ALUMINUM MARKER
 AB7086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7086_STAMPING: 732 NDS 1990
 AB7086_MARK LOGO: ALBDOU
 AB7086_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7086+STABILITY: SURFACE MOTION
 AB7086
 AB7086  HISTORY     - Date     Condition        Report By
 AB7086  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7086
 AB7086                          STATION DESCRIPTION
 AB7086
 AB7086'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7086'MARK IS 4.5 MILES (7.2 KM) SW OF ALBANY AT JUNCTION OF WESTOVER AVENUE
 AB7086'AND OAKRIDGE DRIVE, 2.8 MILES (4.5 KM) WEST ALONG OAKRIDGE FROM
 AB7086'SLAPPEY DRIVE, IN GRASS MEDIAN, 43 FT (13.1 M) NORTH OF PAVED
 AB7086'CROSSOVER OF OAKRIDGE ROAD, 38.7 FT (11.8 M) EAST OF SOUTHBOUND LANES
 AB7086'OF WESTOVER, 29.8 FT (9.1 M) WEST OF NORTHBOUND LANES OF WESTOVER, SET
 AB7086'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7127 ***********************************************************************
 AB7127  DESIGNATION -  733 NDS
 AB7127  PID         -  AB7127
 AB7127  STATE/COUNTY-  GA/DOUGHERTY
 AB7127  USGS QUAD   -  PRETORIA (1988)
 AB7127
 AB7127                         *CURRENT SURVEY CONTROL
 AB7127  ___________________________________________________________________
 AB7127* NAD 83(1986)-  31 33 46.     (N)    084 15 07.     (W)     SCALED    
 AB7127* NAVD 88     -        58.379  (meters)     191.53   (feet)  ADJUSTED  
 AB7127  ___________________________________________________________________
 AB7127  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AB7127  DYNAMIC HT  -          58.309 (meters)     191.30  (feet)  COMP
 AB7127  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 AB7127
 AB7127  VERT ORDER  -  SECOND    CLASS II
 AB7127
 AB7127.The horizontal coordinates were scaled from a topographic map and have
 AB7127.an estimated accuracy of +/- 6 seconds.
 AB7127
 AB7127.The orthometric height was determined by differential leveling
 AB7127.and adjusted by the National Geodetic Survey in November 1996..
 AB7127
 AB7127.The geoid height was determined by GEOID03.
 AB7127
 AB7127.The dynamic height is computed by dividing the NAVD 88
 AB7127.geopotential number by the normal gravity value computed on the
 AB7127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7127.degrees latitude (g = 980.6199 gals.).
 AB7127
 AB7127.The modeled gravity was interpolated from observed gravity values.
 AB7127
 AB7127;                    North         East    Units  Estimated Accuracy
 AB7127;SPC GA W     -   173,240.      691,910.      MT  (+/- 180 meters Scaled)
 AB7127
 AB7127                          SUPERSEDED SURVEY CONTROL
 AB7127
 AB7127.No superseded survey control is available for this station.
 AB7127
 AB7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV608952(NAD 83)
 AB7127_MARKER: A = ALUMINUM MARKER
 AB7127_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7127_STAMPING: 733 NDS 1990
 AB7127_MARK LOGO: ALBDOU
 AB7127_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7127
 AB7127  HISTORY     - Date     Condition        Report By
 AB7127  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7127
 AB7127                          STATION DESCRIPTION
 AB7127
 AB7127'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7127'MARK IS 5 MILES (8.0 KM) WSW OF ALBANY.  TO REACH FROM THE JUNCTION OF
 AB7127'BUSINESS ROUTE 19--SLAPPEY DRIVE--AND OAKRIDGE DRIVE, TRAVEL 4.4 MILES
 AB7127'(7.1 KM) WEST ON OAKRIDGE DR TO LOCKETT STATION ROAD, THENCE 0.9 MILE
 AB7127'(1.4 KM) NORTH ON LOCKETT STATION RD TO THE MARK ON THE LEFT, 0.3 MILE
 AB7127'(0.5 KM) NORTH OF RR XING, 1.70 MI (2.74 KM) SOUTH ALONG LOCKETT
 AB7127'STATION RD FROM STATE ROUTE 234--GILLIONVILLE RD--ON SIDE OF BANK,
 AB7127'44.4 FT (13.5 M) WEST OF LOCKETT STATION ROAD, 14.3 FT (4.4 M) NW OF
 AB7127'FIRE HYDRANT NO.  G11-4, 44.4 FT (13.5 M) SOUTH OF BROOKHOLLOW
 AB7127'PARKWAY, 1.0 FT (0.3 M) BELOW GROUND INSIDE CAST IRON CASING WITH LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7128 ***********************************************************************
 AB7128  DESIGNATION -  734 NDS
 AB7128  PID         -  AB7128
 AB7128  STATE/COUNTY-  GA/DOUGHERTY
 AB7128  USGS QUAD   -  PRETORIA (1988)
 AB7128
 AB7128                         *CURRENT SURVEY CONTROL
 AB7128  ___________________________________________________________________
 AB7128* NAD 83(1986)-  31 34 11.     (N)    084 15 05.     (W)     SCALED    
 AB7128* NAVD 88     -        60.883  (meters)     199.75   (feet)  ADJUSTED  
 AB7128  ___________________________________________________________________
 AB7128  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AB7128  DYNAMIC HT  -          60.810 (meters)     199.51  (feet)  COMP
 AB7128  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 AB7128
 AB7128  VERT ORDER  -  SECOND    CLASS II
 AB7128
 AB7128.The horizontal coordinates were scaled from a topographic map and have
 AB7128.an estimated accuracy of +/- 6 seconds.
 AB7128
 AB7128.The orthometric height was determined by differential leveling
 AB7128.and adjusted by the National Geodetic Survey in November 1996..
 AB7128
 AB7128.The geoid height was determined by GEOID03.
 AB7128
 AB7128.The dynamic height is computed by dividing the NAVD 88
 AB7128.geopotential number by the normal gravity value computed on the
 AB7128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7128.degrees latitude (g = 980.6199 gals.).
 AB7128
 AB7128.The modeled gravity was interpolated from observed gravity values.
 AB7128
 AB7128;                    North         East    Units  Estimated Accuracy
 AB7128;SPC GA W     -   174,010.      691,960.      MT  (+/- 180 meters Scaled)
 AB7128
 AB7128                          SUPERSEDED SURVEY CONTROL
 AB7128
 AB7128.No superseded survey control is available for this station.
 AB7128
 AB7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV608960(NAD 83)
 AB7128_MARKER: A = ALUMINUM MARKER
 AB7128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7128_STAMPING: 734 NDS 1990
 AB7128_MARK LOGO: ALBDOU
 AB7128_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7128+STABILITY: SURFACE MOTION
 AB7128
 AB7128  HISTORY     - Date     Condition        Report By
 AB7128  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7128
 AB7128                          STATION DESCRIPTION
 AB7128
 AB7128'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7128'MARK IS 5.5 MILES (8.9 KM) WEST OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7128'OF SLAPPEY DRIVE--BUSINESS US 19--AND STATE ROUTE 234--GILLI0NVILLE
 AB7128'RD--JUST SOUTH OF DAWSON RD AND JUST NORTH OF RAILROAD TRACKS, TRAVEL
 AB7128'4.5 MILES (7.2 KM) WEST ON SR 234 TO LOCKETT STATION RD, 1.9 MILES
 AB7128'(3.1 KM) WEST OF WESTOVER BLVD, THENCE 1.15 MI (1.85 KM) SOUTH ALONG
 AB7128'LOCKETT STATION ROAD TO THE MARK ON THE RIGHT, 1.4 MILES (2.3 KM)
 AB7128'NORTH OF OAKRIDGE DRIVE, AT JUNCTION WITH LONGBOW DRIVE, 2 FT (0.6 M)
 AB7128'WEST OF BACK OF CURB IN RADIUS, 28 FT (8.5 M) WEST OF LOCKETT STATION
 AB7128'ROAD, 23 FT (7.0 M) SOUTH OF ENTRANCE INTO INDIAN CREEK SUBDIVISION,
 AB7128'27 FT (8.2 M) NORTH OF EXIT DRIVE, IN GRASS MEDIAN FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0216 ***********************************************************************
 EE0216  DESIGNATION -  734.8
 EE0216  PID         -  EE0216
 EE0216  STATE/COUNTY-  GA/GORDON
 EE0216  USGS QUAD   -  FAIRMOUNT (1981)
 EE0216
 EE0216                         *CURRENT SURVEY CONTROL
 EE0216  ___________________________________________________________________
 EE0216* NAD 83(1986)-  34 26 08.     (N)    084 42 06.     (W)     SCALED    
 EE0216* NAVD 88     -       223.985  (meters)     734.86   (feet)  ADJUSTED  
 EE0216  ___________________________________________________________________
 EE0216  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE0216  DYNAMIC HT  -         223.754 (meters)     734.10  (feet)  COMP
 EE0216  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 EE0216
 EE0216  VERT ORDER  -  SECOND    CLASS 0
 EE0216
 EE0216.The horizontal coordinates were scaled from a topographic map and have
 EE0216.an estimated accuracy of +/- 6 seconds.
 EE0216
 EE0216.The orthometric height was determined by differential leveling
 EE0216.and adjusted by the National Geodetic Survey in June 1991..
 EE0216
 EE0216.The geoid height was determined by GEOID03.
 EE0216
 EE0216.The dynamic height is computed by dividing the NAVD 88
 EE0216.geopotential number by the normal gravity value computed on the
 EE0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0216.degrees latitude (g = 980.6199 gals.).
 EE0216
 EE0216.The modeled gravity was interpolated from observed gravity values.
 EE0216
 EE0216;                    North         East    Units  Estimated Accuracy
 EE0216;SPC GA W     -   491,940.      650,830.      MT  (+/- 180 meters Scaled)
 EE0216
 EE0216                          SUPERSEDED SURVEY CONTROL
 EE0216
 EE0216  NGVD 29 (??/??/92)  223.97   (m)          734.8    (f) COMPUTED    2 0
 EE0216
 EE0216.Superseded values are not recommended for survey control.
 EE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0216.See file dsdata.txt to determine how the superseded data were derived.
 EE0216
 EE0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD111128(NAD 83)
 EE0216_MARKER: Q = CHISELED SQUARE
 EE0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0216_SP_SET: STONE
 EE0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0216+STABILITY: SURFACE MOTION
 EE0216
 EE0216  HISTORY     - Date     Condition        Report By
 EE0216  HISTORY     - UNK      MONUMENTED       USGS
 EE0216  HISTORY     - 1934     GOOD             NGS
 EE0216  HISTORY     - 1972     MARK NOT FOUND   USGS
 EE0216
 EE0216                          STATION DESCRIPTION
 EE0216
 EE0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EE0216'AT FAIRMOUNT.
 EE0216'U.S.G.S. IS LOCATED AT FAIRMOUNT, IN THE PARK WHICH IS SITUATED
 EE0216'BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY, 10 FEET SOUTHWEST OF
 EE0216'CENTER OF THE PARK.  A LIMESTONE POST WITH A CHISELED SQUARE IN
 EE0216'THE TOP.  NOTE-- IT IS THOUGHT THAT THIS MARK IS A U.S. GEOLOGICAL
 EE0216'SURVEY BENCH MARK.
 EE0216
 EE0216                          STATION RECOVERY (1972)
 EE0216
 EE0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EE0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7084 ***********************************************************************
 AB7084  DESIGNATION -  735 NDS
 AB7084  PID         -  AB7084
 AB7084  STATE/COUNTY-  GA/DOUGHERTY
 AB7084  USGS QUAD   -  PRETORIA (1988)
 AB7084
 AB7084                         *CURRENT SURVEY CONTROL
 AB7084  ___________________________________________________________________
 AB7084* NAD 83(1986)-  31 35 10.     (N)    084 15 06.     (W)     SCALED    
 AB7084* NAVD 88     -        66.631  (meters)     218.61   (feet)  ADJUSTED  
 AB7084  ___________________________________________________________________
 AB7084  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AB7084  DYNAMIC HT  -          66.551 (meters)     218.34  (feet)  COMP
 AB7084  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 AB7084
 AB7084  VERT ORDER  -  SECOND    CLASS II
 AB7084
 AB7084.The horizontal coordinates were scaled from a topographic map and have
 AB7084.an estimated accuracy of +/- 6 seconds.
 AB7084
 AB7084.The orthometric height was determined by differential leveling
 AB7084.and adjusted by the National Geodetic Survey in November 1996..
 AB7084
 AB7084.The geoid height was determined by GEOID03.
 AB7084
 AB7084.The dynamic height is computed by dividing the NAVD 88
 AB7084.geopotential number by the normal gravity value computed on the
 AB7084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7084.degrees latitude (g = 980.6199 gals.).
 AB7084
 AB7084.The modeled gravity was interpolated from observed gravity values.
 AB7084
 AB7084;                    North         East    Units  Estimated Accuracy
 AB7084;SPC GA W     -   175,830.      691,930.      MT  (+/- 180 meters Scaled)
 AB7084
 AB7084                          SUPERSEDED SURVEY CONTROL
 AB7084
 AB7084.No superseded survey control is available for this station.
 AB7084
 AB7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV608978(NAD 83)
 AB7084_MARKER: A = ALUMINUM MARKER
 AB7084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7084_STAMPING: 735 NDS 1990
 AB7084_MARK LOGO: ALBDOU
 AB7084_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7084+STABILITY: SURFACE MOTION
 AB7084
 AB7084  HISTORY     - Date     Condition        Report By
 AB7084  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7084
 AB7084                          STATION DESCRIPTION
 AB7084
 AB7084'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7084'MARK IS 5 MILES (8.0 KM) WEST OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7084'OF SLAPPEY DRIVE--US BUSINESS 19--AND GILLIONVILLE RD--STATE RT
 AB7084'234--JUST SOUTH OF DAWSON RD AND JUST NORTH OF RAILROAD CROSSING,
 AB7084'TRAVEL 4.5 MILES (7.2 KM) WEST ON SR 234 TO THE MARK ON THE RIGHT IN
 AB7084'THE NW QUADRANT OF INTERSECTION WITH WEYMOUTH DRIVE TO NORTH AND
 AB7084'LOCKETT STATION RD TO SOUTH--BLINKING CAUTION LIGHT HERE--2 FT NE OF
 AB7084'STONE SIGN FOR FIELDSTONE SUBDIVISION, 58 FT (17.7 M) NNW OF FIRE
 AB7084'HYDRANT NO.  E11-3, 50 FT (15.2 M) WEST OF WEYMOUTH DRIVE, ABOUT 120
 AB7084'FT (36.6 M) NORTH OF HIGHWAY, NORTH ACROSS SR 234 FROM CONOCO STATION
 AB7084'AND BV 047-36, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7130 ***********************************************************************
 AB7130  DESIGNATION -  736 NDS
 AB7130  PID         -  AB7130
 AB7130  STATE/COUNTY-  GA/DOUGHERTY
 AB7130  USGS QUAD   -  PRETORIA (1988)
 AB7130
 AB7130                         *CURRENT SURVEY CONTROL
 AB7130  ___________________________________________________________________
 AB7130* NAD 83(1986)-  31 35 11.     (N)    084 16 12.     (W)     SCALED    
 AB7130* NAVD 88     -        60.951  (meters)     199.97   (feet)  ADJUSTED  
 AB7130  ___________________________________________________________________
 AB7130  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB7130  DYNAMIC HT  -          60.878 (meters)     199.73  (feet)  COMP
 AB7130  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 AB7130
 AB7130  VERT ORDER  -  SECOND    CLASS II
 AB7130
 AB7130.The horizontal coordinates were scaled from a topographic map and have
 AB7130.an estimated accuracy of +/- 6 seconds.
 AB7130
 AB7130.The orthometric height was determined by differential leveling
 AB7130.and adjusted by the National Geodetic Survey in November 1996..
 AB7130
 AB7130.The geoid height was determined by GEOID03.
 AB7130
 AB7130.The dynamic height is computed by dividing the NAVD 88
 AB7130.geopotential number by the normal gravity value computed on the
 AB7130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7130.degrees latitude (g = 980.6199 gals.).
 AB7130
 AB7130.The modeled gravity was interpolated from observed gravity values.
 AB7130
 AB7130;                    North         East    Units  Estimated Accuracy
 AB7130;SPC GA W     -   175,860.      690,190.      MT  (+/- 180 meters Scaled)
 AB7130
 AB7130                          SUPERSEDED SURVEY CONTROL
 AB7130
 AB7130.No superseded survey control is available for this station.
 AB7130
 AB7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV590978(NAD 83)
 AB7130_MARKER: A = ALUMINUM MARKER
 AB7130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7130_STAMPING: 736 NDS 1990
 AB7130_MARK LOGO: ALBDOU
 AB7130_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7130+STABILITY: SURFACE MOTION
 AB7130
 AB7130  HISTORY     - Date     Condition        Report By
 AB7130  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7130
 AB7130                          STATION DESCRIPTION
 AB7130
 AB7130'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7130'MARK IS 6 MILES (9.7 KM) WEST OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7130'OF US BUSINESS 19--SLAPPEY DRIVE--AND STATE ROUTE 234--GILLIONVILLE
 AB7130'RD--TRAVEL WEST 5.6 MILES (9.0 KM) TO THE MARK ON THE LEFT, 3 MI (4.8
 AB7130'KM) WEST OF WESTOVER AVENUE, 1.1 MILE (1.8 KM) WEST OF LOCKETT STATION
 AB7130'RD, IN GRASS MEDIAN AT ENTRANCE TO SPRINGFIELD SUBDIVISION, 4.4 FT
 AB7130'(1.3 M) EAST OF BACK OF CURB, 3.4 FT (1.0 M) WEST OF BACK OF CURB,
 AB7130'23.2 FT (7.1 M) SOUTH OF HIGHWAY, 7.6 FT (2.3 M) NE OF CENTER OF DROP
 AB7130'INLET, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7014 ***********************************************************************
 AB7014  DESIGNATION -  737 NDS
 AB7014  PID         -  AB7014
 AB7014  STATE/COUNTY-  GA/DOUGHERTY
 AB7014  USGS QUAD   -  PRETORIA (1988)
 AB7014
 AB7014                         *CURRENT SURVEY CONTROL
 AB7014  ___________________________________________________________________
 AB7014* NAD 83(1986)-  31 35 11.     (N)    084 17 02.     (W)     SCALED    
 AB7014* NAVD 88     -        64.563  (meters)     211.82   (feet)  ADJUSTED  
 AB7014  ___________________________________________________________________
 AB7014  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AB7014  DYNAMIC HT  -          64.485 (meters)     211.56  (feet)  COMP
 AB7014  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 AB7014
 AB7014  VERT ORDER  -  SECOND    CLASS II
 AB7014
 AB7014.The horizontal coordinates were scaled from a topographic map and have
 AB7014.an estimated accuracy of +/- 6 seconds.
 AB7014
 AB7014.The orthometric height was determined by differential leveling
 AB7014.and adjusted by the National Geodetic Survey in November 1996..
 AB7014
 AB7014.The geoid height was determined by GEOID03.
 AB7014
 AB7014.The dynamic height is computed by dividing the NAVD 88
 AB7014.geopotential number by the normal gravity value computed on the
 AB7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7014.degrees latitude (g = 980.6199 gals.).
 AB7014
 AB7014.The modeled gravity was interpolated from observed gravity values.
 AB7014
 AB7014;                    North         East    Units  Estimated Accuracy
 AB7014;SPC GA W     -   175,870.      688,880.      MT  (+/- 180 meters Scaled)
 AB7014
 AB7014                          SUPERSEDED SURVEY CONTROL
 AB7014
 AB7014.No superseded survey control is available for this station.
 AB7014
 AB7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV577977(NAD 83)
 AB7014_MARKER: A = ALUMINUM MARKER
 AB7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7014_STAMPING: 737 NDS 1990
 AB7014_MARK LOGO: ALBDOU
 AB7014_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7014+STABILITY: SURFACE MOTION
 AB7014
 AB7014  HISTORY     - Date     Condition        Report By
 AB7014  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7014
 AB7014                          STATION DESCRIPTION
 AB7014
 AB7014'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7014'MARK IS 7 MILES (11.3 KM) WEST OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7014'OF HIGHWAYS US 19 AND SR 234, SLAPPEY DRIVE AND GILLIONVILLE RD, JUST
 AB7014'SOUTH OF DAWSON RD AND JUST NORTH OF RAILROAD CROSSING, TRAVEL 6.4
 AB7014'MILES (10.3 KM) WEST ALONG SR 234 TO THE MARK ON THE RIGHT AT FIRE
 AB7014'STATION NO.  10, 0.15 MILE (0.24 KM) EAST OF EIGHT MILE RD TO SOUTH,
 AB7014'54.8 FT (16.7 M) SOUTH OF FLAGPOLE, 16.3 FT (5.0 M) EAST OF EDGE
 AB7014'CONCRETE DRIVE, 44.4 FT (13.5 M) NORTH OF NORTH WHITE LINE EDGE OF
 AB7014'PAVEMENT SR 234, SET FLUSH WITH LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7012 ***********************************************************************
 AB7012  DESIGNATION -  738 NDS
 AB7012  PID         -  AB7012
 AB7012  STATE/COUNTY-  GA/DOUGHERTY
 AB7012  USGS QUAD   -  PRETORIA (1988)
 AB7012
 AB7012                         *CURRENT SURVEY CONTROL
 AB7012  ___________________________________________________________________
 AB7012* NAD 83(1986)-  31 34 05.     (N)    084 17 47.     (W)     SCALED    
 AB7012* NAVD 88     -        64.773  (meters)     212.51   (feet)  ADJUSTED  
 AB7012  ___________________________________________________________________
 AB7012  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AB7012  DYNAMIC HT  -          64.696 (meters)     212.26  (feet)  COMP
 AB7012  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 AB7012
 AB7012  VERT ORDER  -  SECOND    CLASS II
 AB7012
 AB7012.The horizontal coordinates were scaled from a topographic map and have
 AB7012.an estimated accuracy of +/- 6 seconds.
 AB7012
 AB7012.The orthometric height was determined by differential leveling
 AB7012.and adjusted by the National Geodetic Survey in November 1996..
 AB7012
 AB7012.The geoid height was determined by GEOID03.
 AB7012
 AB7012.The dynamic height is computed by dividing the NAVD 88
 AB7012.geopotential number by the normal gravity value computed on the
 AB7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7012.degrees latitude (g = 980.6199 gals.).
 AB7012
 AB7012.The modeled gravity was interpolated from observed gravity values.
 AB7012
 AB7012;                    North         East    Units  Estimated Accuracy
 AB7012;SPC GA W     -   173,830.      687,690.      MT  (+/- 180 meters Scaled)
 AB7012
 AB7012                          SUPERSEDED SURVEY CONTROL
 AB7012
 AB7012.No superseded survey control is available for this station.
 AB7012
 AB7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV566957(NAD 83)
 AB7012_MARKER: A = ALUMINUM MARKER
 AB7012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7012_STAMPING: 738 NDS 1990
 AB7012_MARK LOGO: ALBDOU
 AB7012_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7012+STABILITY: SURFACE MOTION
 AB7012
 AB7012  HISTORY     - Date     Condition        Report By
 AB7012  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7012
 AB7012                          STATION DESCRIPTION
 AB7012
 AB7012'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7012'MARK IS 8.5 MILES (13.7 KM) WSW OF ALBANY.  TO REACH FROM HIGHWAYS US
 AB7012'BUSINESS 19 AND STATE ROUTE 234--SLAPPEY DRIVE AND GILLIONVILLE
 AB7012'RD--TRAVEL 6.55 MILES (10.54 KM) WEST ALONG SR 234 TO EIGHT MILE RD ON
 AB7012'THE LEFT.  THIS IS 0.15 MILE (0.24 KM) WEST OF FIRE STATION 10 AND BM
 AB7012'737 NDS.  GO SOUTH AND SW 1.35 MI (2.17 KM) ALONG EIGHT-MILE ROAD TO
 AB7012'THE MARK ON THE LEFT IN FRONT OF A BRICK HOUSE THAT SITS ANGLED TO
 AB7012'ROAD, ACROSS RD FROM AND ABOUT 100 FT (30.5 M) NE OF THREE MAILBOXES
 AB7012'512,514,516, 15.5 FT (4.7 M) NORTH OF PHONE PEDESTAL NO.  2, 10.9 FT
 AB7012'(3.3 M) SE OF SE EDGE PAVEMENT, ABOUT 56 FT (17.1 M) NE OF CLAY
 AB7012'DRIVEWAY INTO MELTON JOHNSON PROPERTY, FLUSH WITH GROUND.  THIS IS
 AB7012'ALSO 4.8 MILES (7.7 KM) NORTH AND NE ON EIGHT-MILE ROAD FROM PRETORIA,
 AB7012'JUNCTION OF SR 62, LEARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7011 ***********************************************************************
 AB7011  DESIGNATION -  739 NDS
 AB7011  PID         -  AB7011
 AB7011  STATE/COUNTY-  GA/DOUGHERTY
 AB7011  USGS QUAD   -  PRETORIA (1988)
 AB7011
 AB7011                         *CURRENT SURVEY CONTROL
 AB7011  ___________________________________________________________________
 AB7011* NAD 83(1986)-  31 32 36.     (N)    084 18 51.     (W)     SCALED    
 AB7011* NAVD 88     -        58.757  (meters)     192.77   (feet)  ADJUSTED  
 AB7011  ___________________________________________________________________
 AB7011  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB7011  DYNAMIC HT  -          58.686 (meters)     192.54  (feet)  COMP
 AB7011  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 AB7011
 AB7011  VERT ORDER  -  SECOND    CLASS II
 AB7011
 AB7011.The horizontal coordinates were scaled from a topographic map and have
 AB7011.an estimated accuracy of +/- 6 seconds.
 AB7011
 AB7011.The orthometric height was determined by differential leveling
 AB7011.and adjusted by the National Geodetic Survey in November 1996..
 AB7011
 AB7011.The geoid height was determined by GEOID03.
 AB7011
 AB7011.The dynamic height is computed by dividing the NAVD 88
 AB7011.geopotential number by the normal gravity value computed on the
 AB7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7011.degrees latitude (g = 980.6199 gals.).
 AB7011
 AB7011.The modeled gravity was interpolated from observed gravity values.
 AB7011
 AB7011;                    North         East    Units  Estimated Accuracy
 AB7011;SPC GA W     -   171,100.      686,000.      MT  (+/- 180 meters Scaled)
 AB7011
 AB7011                          SUPERSEDED SURVEY CONTROL
 AB7011
 AB7011.No superseded survey control is available for this station.
 AB7011
 AB7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV549929(NAD 83)
 AB7011_MARKER: A = ALUMINUM MARKER
 AB7011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7011_STAMPING: 739 NDS 1990
 AB7011_MARK LOGO: ALBDOU
 AB7011_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7011+STABILITY: SURFACE MOTION
 AB7011
 AB7011  HISTORY     - Date     Condition        Report By
 AB7011  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7011
 AB7011                          STATION DESCRIPTION
 AB7011
 AB7011'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7011'MARK IS 9.5 MILES (15.3 KM) SW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7011'OF HIGHWAYS US BUSINESS 19 AND STATE ROUTE 234--SLAPPEY DRIVE AND
 AB7011'GILLIONVILLE RD--TRAVEL 6.55 MILES (10.54 KM) WEST ALONG SR 234 TO
 AB7011'EIGHT MILE RD ON THE LEFT.  THIS IS 0.15 MILE (0.24 KM) WEST OF FIRE
 AB7011'STATION 10.  TURN SOUTH ON EIGHT MILE RD AND TRAVEL 3.4 MILES (5.5 KM)
 AB7011'TO THE MARK ON THE LEFT, ALSO 2.7 MI (4.3 KM) NORTH OF JUNCTION OF
 AB7011'EIGHT-MILE ROAD AND HIGHWAY 62, 0.15 MI (0.24 KM) NORTH OF A RAILROAD
 AB7011'CROSSING.  MARK IS 13.5 FT (4.1 M) EAST OF EDGE PAVEMENT, 108.6 FT
 AB7011'(33.1 M) NNE OF POWERPOLE IN OAK GROVE BAPTIST CHURCH YARD, 19.3 FT
 AB7011'(5.9 M) WEST OF FALLEN DOWN SHED, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1237 ***********************************************************************
 BS1237  DESIGNATION -  74 WLC USGS
 BS1237  PID         -  BS1237
 BS1237  STATE/COUNTY-  GA/COOK
 BS1237  USGS QUAD   -  ADEL (1973)
 BS1237
 BS1237                         *CURRENT SURVEY CONTROL
 BS1237  ___________________________________________________________________
 BS1237* NAD 83(1986)-  31 14 18.     (N)    083 29 41.     (W)     SCALED    
 BS1237* NAVD 88     -        70.192  (meters)     230.29   (feet)  ADJUSTED  
 BS1237  ___________________________________________________________________
 BS1237  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BS1237  DYNAMIC HT  -          70.105 (meters)     230.00  (feet)  COMP
 BS1237  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BS1237
 BS1237  VERT ORDER  -  SECOND    CLASS 0
 BS1237
 BS1237.The horizontal coordinates were scaled from a topographic map and have
 BS1237.an estimated accuracy of +/- 6 seconds.
 BS1237
 BS1237.The orthometric height was determined by differential leveling
 BS1237.and adjusted by the National Geodetic Survey in June 1991..
 BS1237
 BS1237.The geoid height was determined by GEOID03.
 BS1237
 BS1237.The dynamic height is computed by dividing the NAVD 88
 BS1237.geopotential number by the normal gravity value computed on the
 BS1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1237.degrees latitude (g = 980.6199 gals.).
 BS1237
 BS1237.The modeled gravity was interpolated from observed gravity values.
 BS1237
 BS1237;                    North         East    Units  Estimated Accuracy
 BS1237;SPC GA W     -   137,470.      764,010.      MT  (+/- 180 meters Scaled)
 BS1237
 BS1237                          SUPERSEDED SURVEY CONTROL
 BS1237
 BS1237.No superseded survey control is available for this station.
 BS1237
 BS1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ623586(NAD 83)
 BS1237_MARKER: DD = SURVEY DISK
 BS1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1237_SP_SET: CULVERT
 BS1237_STAMPING: 74 WLC 1972
 BS1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1237
 BS1237  HISTORY     - Date     Condition        Report By
 BS1237  HISTORY     - 1972     MONUMENTED       USGS
 BS1237  HISTORY     - 1973     GOOD             NGS
 BS1237
 BS1237                          STATION DESCRIPTION
 BS1237
 BS1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1237'4.2 MI SW FROM LENOX.
 BS1237'ABOUT 2.9 MILES SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1237'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1237'LENOX, THENCE 1.3 MILES SOUTHEAST ALONG BARNEYVILLE ROAD, 0.2 MILE
 BS1237'NORTHWEST OF A JUNCTION OF BARNEYVILLE ROAD AND A PAVED ROAD LEADING
 BS1237'EAST, 18 FEET NORTHEAST OF THE CENTER LINE OF BARNEYVILLE ROAD, SET IN
 BS1237'THE TOP AND 0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 BS1237'CONCRETE HEADWALL FOR A 10 1/2-FOOT CONCRETE BOX CULVERT UNDER THE
 BS1237'ROAD, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7000 ***********************************************************************
 AB7000  DESIGNATION -  740 NDS
 AB7000  PID         -  AB7000
 AB7000  STATE/COUNTY-  GA/DOUGHERTY
 AB7000  USGS QUAD   -  PRETORIA (1988)
 AB7000
 AB7000                         *CURRENT SURVEY CONTROL
 AB7000  ___________________________________________________________________
 AB7000* NAD 83(1986)-  31 30 15.     (N)    084 19 02.     (W)     SCALED    
 AB7000* NAVD 88     -        57.260  (meters)     187.86   (feet)  ADJUSTED  
 AB7000  ___________________________________________________________________
 AB7000  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB7000  DYNAMIC HT  -          57.191 (meters)     187.63  (feet)  COMP
 AB7000  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 AB7000
 AB7000  VERT ORDER  -  SECOND    CLASS II
 AB7000
 AB7000.The horizontal coordinates were scaled from a topographic map and have
 AB7000.an estimated accuracy of +/- 6 seconds.
 AB7000
 AB7000.The orthometric height was determined by differential leveling
 AB7000.and adjusted by the National Geodetic Survey in November 1996..
 AB7000
 AB7000.The geoid height was determined by GEOID03.
 AB7000
 AB7000.The dynamic height is computed by dividing the NAVD 88
 AB7000.geopotential number by the normal gravity value computed on the
 AB7000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7000.degrees latitude (g = 980.6199 gals.).
 AB7000
 AB7000.The modeled gravity was interpolated from observed gravity values.
 AB7000
 AB7000;                    North         East    Units  Estimated Accuracy
 AB7000;SPC GA W     -   166,750.      685,700.      MT  (+/- 180 meters Scaled)
 AB7000
 AB7000                          SUPERSEDED SURVEY CONTROL
 AB7000
 AB7000.No superseded survey control is available for this station.
 AB7000
 AB7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV547885(NAD 83)
 AB7000_MARKER: A = ALUMINUM MARKER
 AB7000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7000_STAMPING: 740 NDS 1990
 AB7000_MARK LOGO: ALBDOU
 AB7000_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7000
 AB7000  HISTORY     - Date     Condition        Report By
 AB7000  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7000
 AB7000                          STATION DESCRIPTION
 AB7000
 AB7000'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (GBC)
 AB7000'MARK IS 11 MILES (17.7 KM) SW OF ALBANY IN PRETORIA AT JUNCTION OF
 AB7000'STATE ROUTE 62---LEARY ROAD---AND TARVA ROAD TO SOUTH, EIGHT MILE ROAD
 AB7000'TO NORTH.  THIS IS 6.4 MILES (10.3 KM) WEST ALONG SR 62 FROM WHERE IT
 AB7000'TURNS OFF FROM SR 91--NEWTON RD--ABOUT 2 MILES (3.2 KM) SW OF ALBANY
 AB7000'AIRPORT.  MARK IS 4.9 FT (1.5 M) NORTH OF A POWERPOLE, 30 FT (9.1 M)
 AB7000'SOUTH OF EDGE PAVEMENT, LEARY ROAD, 24.5 FT (7.5 M) EAST OF EDGE
 AB7000'PAVEMENT TARVA ROAD (SR 463), A DISK SET 0.6 FT (18.3 CM) BELOW GROUND
 AB7000'ATOP ALUMINUM ROD INSIDE CAST IRON CASING WITH LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0192 ***********************************************************************
 EE0192  DESIGNATION -  741
 EE0192  PID         -  EE0192
 EE0192  STATE/COUNTY-  GA/BARTOW
 EE0192  USGS QUAD   -  TAYLORSVILLE (1981)
 EE0192
 EE0192                         *CURRENT SURVEY CONTROL
 EE0192  ___________________________________________________________________
 EE0192* NAD 83(1986)-  34 06 47.     (N)    084 55 13.     (W)     SCALED    
 EE0192* NAVD 88     -       226.052  (meters)     741.64   (feet)  POSTED    
 EE0192  ___________________________________________________________________
 EE0192  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EE0192  DYNAMIC HT  -         225.810 (meters)     740.85  (feet)  COMP
 EE0192  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 EE0192
 EE0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EE0192
 EE0192.The horizontal coordinates were scaled from a topographic map and have
 EE0192.an estimated accuracy of +/- 6 seconds.
 EE0192
 EE0192.The orthometric height was determined by differential leveling
 EE0192.and adjusted by the National Geodetic Survey in 1992..
 EE0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EE0192.rate of 0.0 thru 1.0 mm/km.
 EE0192
 EE0192.The geoid height was determined by GEOID03.
 EE0192
 EE0192.The dynamic height is computed by dividing the NAVD 88
 EE0192.geopotential number by the normal gravity value computed on the
 EE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0192.degrees latitude (g = 980.6199 gals.).
 EE0192
 EE0192.The modeled gravity was interpolated from observed gravity values.
 EE0192
 EE0192;                    North         East    Units  Estimated Accuracy
 EE0192;SPC GA W     -   456,300.      630,480.      MT  (+/- 180 meters Scaled)
 EE0192
 EE0192                          SUPERSEDED SURVEY CONTROL
 EE0192
 EE0192  NGVD 29 (??/??/92)  226.008  (m)          741.49   (f) ADJ UNCH    2 0
 EE0192
 EE0192.Superseded values are not recommended for survey control.
 EE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0192.See file dsdata.txt to determine how the superseded data were derived.
 EE0192
 EE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC918766(NAD 83)
 EE0192_MARKER: DD = SURVEY DISK
 EE0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0192_SP_SET: BUILDING
 EE0192_STAMPING: 741.495
 EE0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0192+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 EE0192
 EE0192  HISTORY     - Date     Condition        Report By
 EE0192  HISTORY     - UNK      MONUMENTED       USGS
 EE0192  HISTORY     - 1972     GOOD             NGS
 EE0192  HISTORY     - 19910715 GOOD             GADT
 EE0192  HISTORY     - 20060705 GOOD             GADT
 EE0192
 EE0192                          STATION DESCRIPTION
 EE0192
 EE0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0192'AT STILESBORO.
 EE0192'AT STILESBORO, 103 YARDS NORTH OF THE NORTH RAIL OF THE SEABOARD
 EE0192'COAST LINE RAILROAD, AT THE STILESBORO METHODIST CHURCH, SET
 EE0192'VERTICALLY IN THE SOUTH FACE OF THE BRICK PILLAR AT THE SOUTHWEST
 EE0192'CORNER OF THE CHURCH BUILDING, 0.6 FEET BELOW AND 0.2 FOOT WEST
 EE0192'OF THE EAST EDGE OF THE CORNERSTONE, 9.1 FEET WEST OF THE WEST
 EE0192'EDGE OF THE CONCRETE STEPS AT THE SOUTH ENTRANCE TO THE BUILDING,
 EE0192'27 1/2 FEET NORTHEAST OF A 54-INCH TREE, AND 2 FEET ABOVE THE
 EE0192'GROUND.
 EE0192
 EE0192                          STATION RECOVERY (1991)
 EE0192
 EE0192'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1991 (TMR)
 EE0192'THE ELEVATION FOR THIS BENCHMARK WAS CONFIRMED BY TWO SEPARATE LEVEL
 EE0192'RUN FROM NGS S 88 PID/EE0190. THIS BENCHMARK ELEVATION ALSO AGREED
 EE0192'WITHIN TOLERANCES WITH USGS BENCHMARKS IN THE AREA.
 EE0192
 EE0192                          STATION RECOVERY (2006)
 EE0192
 EE0192'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE0192'THE CHURCH NAME HAS CHANGED TO 'BRANDON'S CHAPEL BAPTIST CHURCH'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6998 ***********************************************************************
 AB6998  DESIGNATION -  741 NDS
 AB6998  PID         -  AB6998
 AB6998  STATE/COUNTY-  GA/DOUGHERTY
 AB6998  USGS QUAD   -  PRETORIA (1988)
 AB6998
 AB6998                         *CURRENT SURVEY CONTROL
 AB6998  ___________________________________________________________________
 AB6998* NAD 83(1986)-  31 30 15.     (N)    084 17 53.     (W)     SCALED    
 AB6998* NAVD 88     -        54.151  (meters)     177.66   (feet)  ADJUSTED  
 AB6998  ___________________________________________________________________
 AB6998  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB6998  DYNAMIC HT  -          54.086 (meters)     177.45  (feet)  COMP
 AB6998  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 AB6998
 AB6998  VERT ORDER  -  SECOND    CLASS II
 AB6998
 AB6998.The horizontal coordinates were scaled from a topographic map and have
 AB6998.an estimated accuracy of +/- 6 seconds.
 AB6998
 AB6998.The orthometric height was determined by differential leveling
 AB6998.and adjusted by the National Geodetic Survey in November 1996..
 AB6998
 AB6998.The geoid height was determined by GEOID03.
 AB6998
 AB6998.The dynamic height is computed by dividing the NAVD 88
 AB6998.geopotential number by the normal gravity value computed on the
 AB6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6998.degrees latitude (g = 980.6199 gals.).
 AB6998
 AB6998.The modeled gravity was interpolated from observed gravity values.
 AB6998
 AB6998;                    North         East    Units  Estimated Accuracy
 AB6998;SPC GA W     -   166,750.      687,520.      MT  (+/- 180 meters Scaled)
 AB6998
 AB6998                          SUPERSEDED SURVEY CONTROL
 AB6998
 AB6998.No superseded survey control is available for this station.
 AB6998
 AB6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV566886(NAD 83)
 AB6998_MARKER: A = ALUMINUM MARKER
 AB6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6998_STAMPING: 741 NDS 1990
 AB6998_MARK LOGO: ALBDOU
 AB6998_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6998+STABILITY: SURFACE MOTION
 AB6998
 AB6998  HISTORY     - Date     Condition        Report By
 AB6998  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6998
 AB6998                          STATION DESCRIPTION
 AB6998
 AB6998'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6998'MARK IS 10 MILES (16.1 KM) SW OF ALBANY.  TO REACH FROM THE Y-JUNCTION
 AB6998'OF STATE ROUTES 62 AND 91 ABOUT 2 MILES (3.2 KM) SW ALONG SR 91 FROM
 AB6998'ALBANY AIRPORT, TRAVEL WEST 5.3 MILES (8.5 KM) ALONG SR 62 TO THE MARK
 AB6998'ON THE LEFT, 0.45 MI (0.72 KM) WEST OF COOLEEWAHEE CREEK BRIDGE, 1.1
 AB6998'MILE (1.8 KM) EAST OF EIGHT MILE RD, 0.6 MILE (1.0 KM) EAST OF
 AB6998'MILEPOST 7, 6.8 FT (2.1 M) NNE OF A GATE POLE, 8.5 FT (2.6 M) EAST OF
 AB6998'A DIRT PATH, AND 30 FT (9.1 M) SOUTH OF EDGE OF PAVEMENT OF HIGHWAY
 AB6998'62, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6997 ***********************************************************************
 AB6997  DESIGNATION -  742 NDS
 AB6997  PID         -  AB6997
 AB6997  STATE/COUNTY-  GA/DOUGHERTY
 AB6997  USGS QUAD   -  PRETORIA (1988)
 AB6997
 AB6997                         *CURRENT SURVEY CONTROL
 AB6997  ___________________________________________________________________
 AB6997* NAD 83(1986)-  31 30 14.     (N)    084 15 41.     (W)     SCALED    
 AB6997* NAVD 88     -        56.611  (meters)     185.73   (feet)  ADJUSTED  
 AB6997  ___________________________________________________________________
 AB6997  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB6997  DYNAMIC HT  -          56.543 (meters)     185.51  (feet)  COMP
 AB6997  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 AB6997
 AB6997  VERT ORDER  -  SECOND    CLASS II
 AB6997
 AB6997.The horizontal coordinates were scaled from a topographic map and have
 AB6997.an estimated accuracy of +/- 6 seconds.
 AB6997
 AB6997.The orthometric height was determined by differential leveling
 AB6997.and adjusted by the National Geodetic Survey in November 1996..
 AB6997
 AB6997.The geoid height was determined by GEOID03.
 AB6997
 AB6997.The dynamic height is computed by dividing the NAVD 88
 AB6997.geopotential number by the normal gravity value computed on the
 AB6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6997.degrees latitude (g = 980.6199 gals.).
 AB6997
 AB6997.The modeled gravity was interpolated from observed gravity values.
 AB6997
 AB6997;                    North         East    Units  Estimated Accuracy
 AB6997;SPC GA W     -   166,720.      691,000.      MT  (+/- 180 meters Scaled)
 AB6997
 AB6997                          SUPERSEDED SURVEY CONTROL
 AB6997
 AB6997.No superseded survey control is available for this station.
 AB6997
 AB6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV601886(NAD 83)
 AB6997_MARKER: A = ALUMINUM MARKER
 AB6997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6997_STAMPING: 742 NDS 1990
 AB6997_MARK LOGO: ALBDOU
 AB6997_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6997+STABILITY: SURFACE MOTION
 AB6997
 AB6997  HISTORY     - Date     Condition        Report By
 AB6997  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6997
 AB6997                          STATION DESCRIPTION
 AB6997
 AB6997'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6997'MARK IS 8 MILES (12.9 KM) SW OF ALBANY.  TO REACH FROM THE Y-JUNCTION
 AB6997'OF STATE ROUTES 62 AND 91, LEARY AND NEWTON RDS, ABOUT 2 MILES (3.2
 AB6997'KM) SW OF ALBANY AIRPORT, TRAVEL 3.1 MILES (5.0 KM) WEST ALONG SR 62
 AB6997'TO THE MARK ON THE LEFT, 1.2 MILE (1.9 KM) WEST OF OLD PRETORIA ROAD,
 AB6997'3.25 MILES (5.23 KM) EAST OF EIGHT MILE RD, AT THE ENTRANCE TO NILO
 AB6997'PLANTATION, 40 FT (12.2 M) SOUTH OF EDGE PAVEMENT SR 62, 2.5 FT (0.8
 AB6997'M) SOUTH OF SQUARE FENCE POST, 10 FT (3.0 M) EAST OF DIRT DRIVE INTO
 AB6997'PLANTATION, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7001 ***********************************************************************
 AB7001  DESIGNATION -  743 NDS
 AB7001  PID         -  AB7001
 AB7001  STATE/COUNTY-  GA/DOUGHERTY
 AB7001  USGS QUAD   -  PRETORIA (1988)
 AB7001
 AB7001                         *CURRENT SURVEY CONTROL
 AB7001  ___________________________________________________________________
 AB7001* NAD 83(1986)-  31 30 15.     (N)    084 19 58.     (W)     SCALED    
 AB7001* NAVD 88     -        57.836  (meters)     189.75   (feet)  ADJUSTED  
 AB7001  ___________________________________________________________________
 AB7001  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7001  DYNAMIC HT  -          57.766 (meters)     189.52  (feet)  COMP
 AB7001  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 AB7001
 AB7001  VERT ORDER  -  SECOND    CLASS II
 AB7001
 AB7001.The horizontal coordinates were scaled from a topographic map and have
 AB7001.an estimated accuracy of +/- 6 seconds.
 AB7001
 AB7001.The orthometric height was determined by differential leveling
 AB7001.and adjusted by the National Geodetic Survey in November 1996..
 AB7001
 AB7001.The geoid height was determined by GEOID03.
 AB7001
 AB7001.The dynamic height is computed by dividing the NAVD 88
 AB7001.geopotential number by the normal gravity value computed on the
 AB7001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7001.degrees latitude (g = 980.6199 gals.).
 AB7001
 AB7001.The modeled gravity was interpolated from observed gravity values.
 AB7001
 AB7001;                    North         East    Units  Estimated Accuracy
 AB7001;SPC GA W     -   166,760.      684,220.      MT  (+/- 180 meters Scaled)
 AB7001
 AB7001                          SUPERSEDED SURVEY CONTROL
 AB7001
 AB7001.No superseded survey control is available for this station.
 AB7001
 AB7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV533885(NAD 83)
 AB7001_MARKER: A = ALUMINUM MARKER
 AB7001_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7001_STAMPING: 743 NDS 1990
 AB7001_MARK LOGO: ALBDOU
 AB7001_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7001
 AB7001  HISTORY     - Date     Condition        Report By
 AB7001  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7001
 AB7001                          STATION DESCRIPTION
 AB7001
 AB7001'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7001'MARK IS 11 MILES (17.7 KM) WSW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7001'OF STATE ROUTES 91 AND 62, NEWTON AND LEARY RDS, ABOUT 2 MILES (3.2
 AB7001'KM) SW ALONG SR 91 FROM ALBANY AIRPORT, TRAVEL 7.35 MILES (11.83 KM)
 AB7001'WEST ALONG SR 62 TO THE MARK ON THE LEFT AT WEST DOUGHERTY COMMUNITY
 AB7001'HOUSE, 1.2 MI (1.9 KM) EAST OF JUNCTION WITH MUD CREEK ROAD, 3.7 FT
 AB7001'(1.1 M) NORTH OF NORTHERNMOST POST OF COMMUNITY CENTER SIGN, 44 FT
 AB7001'(13.4 M) WSW OF A POWERPOLE, 46 FT (14.0 M) SOUTH OF EDGE OF PAVEMENT,
 AB7001'IN CAST IRON CASING WITH LID, 0.55 FT (16.76 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7002 ***********************************************************************
 AB7002  DESIGNATION -  744 NDS
 AB7002  PID         -  AB7002
 AB7002  STATE/COUNTY-  GA/DOUGHERTY
 AB7002  USGS QUAD   -  PRETORIA (1988)
 AB7002
 AB7002                         *CURRENT SURVEY CONTROL
 AB7002  ___________________________________________________________________
 AB7002* NAD 83(1986)-  31 30 18.     (N)    084 21 14.     (W)     SCALED    
 AB7002* NAVD 88     -        60.180  (meters)     197.44   (feet)  ADJUSTED  
 AB7002  ___________________________________________________________________
 AB7002  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7002  DYNAMIC HT  -          60.107 (meters)     197.20  (feet)  COMP
 AB7002  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 AB7002
 AB7002  VERT ORDER  -  SECOND    CLASS II
 AB7002
 AB7002.The horizontal coordinates were scaled from a topographic map and have
 AB7002.an estimated accuracy of +/- 6 seconds.
 AB7002
 AB7002.The orthometric height was determined by differential leveling
 AB7002.and adjusted by the National Geodetic Survey in November 1996..
 AB7002
 AB7002.The geoid height was determined by GEOID03.
 AB7002
 AB7002.The dynamic height is computed by dividing the NAVD 88
 AB7002.geopotential number by the normal gravity value computed on the
 AB7002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7002.degrees latitude (g = 980.6199 gals.).
 AB7002
 AB7002.The modeled gravity was interpolated from observed gravity values.
 AB7002
 AB7002;                    North         East    Units  Estimated Accuracy
 AB7002;SPC GA W     -   166,850.      682,220.      MT  (+/- 180 meters Scaled)
 AB7002
 AB7002                          SUPERSEDED SURVEY CONTROL
 AB7002
 AB7002.No superseded survey control is available for this station.
 AB7002
 AB7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV513886(NAD 83)
 AB7002_MARKER: A = ALUMINUM MARKER
 AB7002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB7002_STAMPING: 744 NDS 1990
 AB7002_MARK LOGO: ALBDOU
 AB7002_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7002
 AB7002  HISTORY     - Date     Condition        Report By
 AB7002  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7002
 AB7002                          STATION DESCRIPTION
 AB7002
 AB7002'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7002'MARK IS 12 MILES (19.3 KM) WSW OF ALBANY.  TO REACH FROM THE
 AB7002'Y-JUNCTION OF STATE ROUTES 91 AND 62, NEWTON AND LEARY RDS, ABOUT 2
 AB7002'MILES (3.2 KM) SW ALONG SR 91 FROM ALBANY AIRPORT, TRAVEL 8.55 MILES
 AB7002'(13.76 KM) WEST ALONG SR 62 TO MARK ON THE RIGHT IN NW QUADRANT OF
 AB7002'T-INTERSECTION OF MUD CREEK AND LEARY ROADS, 2.15 MILES (3.46 KM) WEST
 AB7002'OF EIGHT MILE RD, 22.8 FT (6.9 M) NORTH OF LEARY ROAD, 39 FT (11.9 M)
 AB7002'SW OF MUD CREEK ROAD, 42.3 FT (12.9 M) SSE CORNER FENCE POST, ALUMINUM
 AB7002'DISK IN CAST IRON CASING WITH LID, 0.5 FT (15.2 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7003 ***********************************************************************
 AB7003  DESIGNATION -  745 NDS
 AB7003  PID         -  AB7003
 AB7003  STATE/COUNTY-  GA/DOUGHERTY
 AB7003  USGS QUAD   -  PRETORIA (1988)
 AB7003
 AB7003                         *CURRENT SURVEY CONTROL
 AB7003  ___________________________________________________________________
 AB7003* NAD 83(1986)-  31 30 59.     (N)    084 21 59.     (W)     SCALED    
 AB7003* NAVD 88     -        59.107  (meters)     193.92   (feet)  ADJUSTED  
 AB7003  ___________________________________________________________________
 AB7003  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7003  DYNAMIC HT  -          59.036 (meters)     193.69  (feet)  COMP
 AB7003  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 AB7003
 AB7003  VERT ORDER  -  SECOND    CLASS II
 AB7003
 AB7003.The horizontal coordinates were scaled from a topographic map and have
 AB7003.an estimated accuracy of +/- 6 seconds.
 AB7003
 AB7003.The orthometric height was determined by differential leveling
 AB7003.and adjusted by the National Geodetic Survey in November 1996..
 AB7003
 AB7003.The geoid height was determined by GEOID03.
 AB7003
 AB7003.The dynamic height is computed by dividing the NAVD 88
 AB7003.geopotential number by the normal gravity value computed on the
 AB7003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7003.degrees latitude (g = 980.6199 gals.).
 AB7003
 AB7003.The modeled gravity was interpolated from observed gravity values.
 AB7003
 AB7003;                    North         East    Units  Estimated Accuracy
 AB7003;SPC GA W     -   168,120.      681,030.      MT  (+/- 180 meters Scaled)
 AB7003
 AB7003                          SUPERSEDED SURVEY CONTROL
 AB7003
 AB7003.No superseded survey control is available for this station.
 AB7003
 AB7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV500898(NAD 83)
 AB7003_MARKER: A = ALUMINUM MARKER
 AB7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7003_STAMPING: 745 NDS 1990
 AB7003_MARK LOGO: ALBDOU
 AB7003_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7003+STABILITY: SURFACE MOTION
 AB7003
 AB7003  HISTORY     - Date     Condition        Report By
 AB7003  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7003
 AB7003                          STATION DESCRIPTION
 AB7003
 AB7003'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7003'MARK IS 13 MILES (20.9 KM) WSW OF ALBANY.  TO REACH FROM THE
 AB7003'Y-JUNCTION OF STATE ROUTES 91 AND 62, NEWTON AND LEARY RDS, ABOUT 2
 AB7003'MILES (3.2 KM) SW ALONG SR 91 FROM ALBANY AIRPORT, TRAVEL 8.55 MILES
 AB7003'(13.76 KM) WEST ALONG SR 62 TO MUD CREEK ROAD, THENCE 1.3 CURVY MILES
 AB7003'NW ALONG MUD CREEK RD TO THE MARK ON THE RIGHT, 4.2 MILES (6.8 KM)
 AB7003'SOUTH OF SR 234, 0.7 MILE (1.1 KM) SW AND THEN SE FROM A RR CROSSING,
 AB7003'6.9 FT (2.1 M) SSE OF A POWERPOLE, 40.7 FT (12.4 M) EAST OF C/L MUD
 AB7003'CREEK ROAD, 10.3 FT (3.1 M) NW OF GUY WIRE ANCHOR PIN, SET FLUSH WITH
 AB7003'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7004 ***********************************************************************
 AB7004  DESIGNATION -  746 NDS
 AB7004  PID         -  AB7004
 AB7004  STATE/COUNTY-  GA/DOUGHERTY
 AB7004  USGS QUAD   -  PRETORIA (1988)
 AB7004
 AB7004                         *CURRENT SURVEY CONTROL
 AB7004  ___________________________________________________________________
 AB7004* NAD 83(1986)-  31 31 34.     (N)    084 21 58.     (W)     SCALED    
 AB7004* NAVD 88     -        61.378  (meters)     201.37   (feet)  ADJUSTED  
 AB7004  ___________________________________________________________________
 AB7004  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB7004  DYNAMIC HT  -          61.304 (meters)     201.13  (feet)  COMP
 AB7004  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 AB7004
 AB7004  VERT ORDER  -  SECOND    CLASS II
 AB7004
 AB7004.The horizontal coordinates were scaled from a topographic map and have
 AB7004.an estimated accuracy of +/- 6 seconds.
 AB7004
 AB7004.The orthometric height was determined by differential leveling
 AB7004.and adjusted by the National Geodetic Survey in November 1996..
 AB7004
 AB7004.The geoid height was determined by GEOID03.
 AB7004
 AB7004.The dynamic height is computed by dividing the NAVD 88
 AB7004.geopotential number by the normal gravity value computed on the
 AB7004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7004.degrees latitude (g = 980.6199 gals.).
 AB7004
 AB7004.The modeled gravity was interpolated from observed gravity values.
 AB7004
 AB7004;                    North         East    Units  Estimated Accuracy
 AB7004;SPC GA W     -   169,190.      681,060.      MT  (+/- 180 meters Scaled)
 AB7004
 AB7004                          SUPERSEDED SURVEY CONTROL
 AB7004
 AB7004.No superseded survey control is available for this station.
 AB7004
 AB7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV500909(NAD 83)
 AB7004_MARKER: A = ALUMINUM MARKER
 AB7004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7004_STAMPING: 746 NDS 1990
 AB7004_MARK LOGO: ALBDOU
 AB7004_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7004+STABILITY: SURFACE MOTION
 AB7004
 AB7004  HISTORY     - Date     Condition        Report By
 AB7004  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7004
 AB7004                          STATION DESCRIPTION
 AB7004
 AB7004'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7004'MARK IS 13 MILES (20.9 KM) SSW OF ALBANY AT DUCKER RR CROSSING.  TO
 AB7004'REACH FROM THE Y-JUNCTION OF STATE ROUTES 91 AND 62, NEWTON AND LEARY
 AB7004'RDS, ABOUT 2 MILES (3.2 KM) SW ALONG SR 91 FROM ALBANY AIRPORT, TRAVEL
 AB7004'8.55 MILES (13.76 KM) WEST ALONG SR 62 TO MUD CREEK RD, THENCE 1.9
 AB7004'MILES (3.1 KM) NW AND NE ALONG MUD CREEK ROAD TO THE MARK ON THE
 AB7004'RIGHT, ABOUT 3.6 MILES (5.8 KM) SOUTH OF JUNCTION WITH SR 234, 51 FT
 AB7004'(15.5 M) SE OF CENTER OF CROSSING, 43.5 FT (13.3 M) SSE OF SSE RAIL OF
 AB7004'SINGLE TRACK, OPPOSITE A POINT ON TRACK 23 FT (7.0 M) ENE OF C/L OF
 AB7004'CROSSING, 22.8 FT (6.9 M) EAST OF POST FOR RR-CROSSING SIGN, FLUSH
 AB7004'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7005 ***********************************************************************
 AB7005  DESIGNATION -  747 NDS
 AB7005  PID         -  AB7005
 AB7005  STATE/COUNTY-  GA/DOUGHERTY
 AB7005  USGS QUAD   -  PRETORIA (1988)
 AB7005
 AB7005                         *CURRENT SURVEY CONTROL
 AB7005  ___________________________________________________________________
 AB7005* NAD 83(1986)-  31 31 57.     (N)    084 22 10.     (W)     SCALED    
 AB7005* NAVD 88     -        62.268  (meters)     204.29   (feet)  ADJUSTED  
 AB7005  ___________________________________________________________________
 AB7005  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB7005  DYNAMIC HT  -          62.193 (meters)     204.04  (feet)  COMP
 AB7005  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 AB7005
 AB7005  VERT ORDER  -  SECOND    CLASS II
 AB7005
 AB7005.The horizontal coordinates were scaled from a topographic map and have
 AB7005.an estimated accuracy of +/- 6 seconds.
 AB7005
 AB7005.The orthometric height was determined by differential leveling
 AB7005.and adjusted by the National Geodetic Survey in November 1996..
 AB7005
 AB7005.The geoid height was determined by GEOID03.
 AB7005
 AB7005.The dynamic height is computed by dividing the NAVD 88
 AB7005.geopotential number by the normal gravity value computed on the
 AB7005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7005.degrees latitude (g = 980.6199 gals.).
 AB7005
 AB7005.The modeled gravity was interpolated from observed gravity values.
 AB7005
 AB7005;                    North         East    Units  Estimated Accuracy
 AB7005;SPC GA W     -   169,900.      680,740.      MT  (+/- 180 meters Scaled)
 AB7005
 AB7005                          SUPERSEDED SURVEY CONTROL
 AB7005
 AB7005.No superseded survey control is available for this station.
 AB7005
 AB7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV497916(NAD 83)
 AB7005_MARKER: A = ALUMINUM MARKER
 AB7005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7005_STAMPING: 747 NDS 1990
 AB7005_MARK LOGO: ALBDOU
 AB7005_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7005+STABILITY: SURFACE MOTION
 AB7005
 AB7005  HISTORY     - Date     Condition        Report By
 AB7005  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7005
 AB7005                          STATION DESCRIPTION
 AB7005
 AB7005'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7005'MARK IS 13 MILES (20.9 KM) WSW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7005'OF US BUSINESS 19 AND STATE ROUTE 234, SLAPPEY BLVD AND GILLIONVILLE
 AB7005'RD, WHICH IS 0.15 MILE (0.24 KM) SOUTH OF DAWSON RD AND JUST NORTH OF
 AB7005'RR CROSSING, TRAVEL 11.75 MILES (18.91 KM) WEST ALONG SR 234 TO MUD
 AB7005'CREEK ROAD, THEN TURN LEFT.  THIS IS 1.3 MILES (2.1 KM) WEST OF
 AB7005'TALLAHASSEE RD AND 4.05 MILES (6.52 KM) WEST OF FIRE STATION 10.  GO
 AB7005'3.15 MILES (5.07 KM) SOUTH ALONG MUD CREEK RD TO THE MARK ON THE LEFT,
 AB7005'NEAR THE END OF A SERIES OF CURVES, IN A SECTION OF TANGENT AFTER
 AB7005'CURVE TO RIGHT, AND BEFORE CURVE TO LEFT AT OLD THOMPSON RD, ABOUT
 AB7005'MIDWAY BETWEEN SAID CURVES, 3.35 MILES (5.39 KM) NORTHERLY ALONG MUD
 AB7005'CREEK RD FROM SR 62 LEARY RD, 18.0 FT (5.5 M) EAST OF MUD CREEK ROAD,
 AB7005'7.8 FT (2.4 M) EAST OF EDGE PAVEMENT, 48.1 FT (14.7 M) NNE OF POLE,
 AB7005'25.7 FT (7.8 M) WEST OF WOVEN WIRE FENCE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7007 ***********************************************************************
 AB7007  DESIGNATION -  748 NDS
 AB7007  PID         -  AB7007
 AB7007  STATE/COUNTY-  GA/DOUGHERTY
 AB7007  USGS QUAD   -  PRETORIA (1988)
 AB7007
 AB7007                         *CURRENT SURVEY CONTROL
 AB7007  ___________________________________________________________________
 AB7007* NAD 83(1986)-  31 33 46.     (N)    084 22 10.     (W)     SCALED    
 AB7007* NAVD 88     -        64.792  (meters)     212.57   (feet)  ADJUSTED  
 AB7007  ___________________________________________________________________
 AB7007  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB7007  DYNAMIC HT  -          64.714 (meters)     212.32  (feet)  COMP
 AB7007  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 AB7007
 AB7007  VERT ORDER  -  SECOND    CLASS II
 AB7007
 AB7007.The horizontal coordinates were scaled from a topographic map and have
 AB7007.an estimated accuracy of +/- 6 seconds.
 AB7007
 AB7007.The orthometric height was determined by differential leveling
 AB7007.and adjusted by the National Geodetic Survey in November 1996..
 AB7007
 AB7007.The geoid height was determined by GEOID03.
 AB7007
 AB7007.The dynamic height is computed by dividing the NAVD 88
 AB7007.geopotential number by the normal gravity value computed on the
 AB7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7007.degrees latitude (g = 980.6199 gals.).
 AB7007
 AB7007.The modeled gravity was interpolated from observed gravity values.
 AB7007
 AB7007;                    North         East    Units  Estimated Accuracy
 AB7007;SPC GA W     -   173,260.      680,750.      MT  (+/- 180 meters Scaled)
 AB7007
 AB7007                          SUPERSEDED SURVEY CONTROL
 AB7007
 AB7007.No superseded survey control is available for this station.
 AB7007
 AB7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV496949(NAD 83)
 AB7007_MARKER: A = ALUMINUM MARKER
 AB7007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7007_STAMPING: 748 NDS 1990
 AB7007_MARK LOGO: ALBDOU
 AB7007_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7007+STABILITY: SURFACE MOTION
 AB7007
 AB7007  HISTORY     - Date     Condition        Report By
 AB7007  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7007
 AB7007                          STATION DESCRIPTION
 AB7007
 AB7007'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7007'MARK IS 12 MILES (19.3 KM) WEST OF ALBANY, 1.0 MI (1.6 KM) SOUTH ON
 AB7007'MUD CREEK ROAD FROM ITS JUNCTION WITH HIGHWAY 234, 7.3 FT (2.2 M) EAST
 AB7007'OF EDGE PAVEMENT, 17.2 FT (5.2 M) EAST OF C/L MUD CREEK ROAD, 18.1 FT
 AB7007'(5.5 M) NORTH-NORTHWEST OF NORTH END 18-INCH RCP UNDER DIRT DRIVE AT
 AB7007'AN ALUMINUM GATE, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7008 ***********************************************************************
 AB7008  DESIGNATION -  749 NDS
 AB7008  PID         -  AB7008
 AB7008  STATE/COUNTY-  GA/DOUGHERTY
 AB7008  USGS QUAD   -  PRETORIA (1988)
 AB7008
 AB7008                         *CURRENT SURVEY CONTROL
 AB7008  ___________________________________________________________________
 AB7008* NAD 83(1986)-  31 34 40.     (N)    084 22 10.     (W)     SCALED    
 AB7008* NAVD 88     -        65.196  (meters)     213.90   (feet)  ADJUSTED  
 AB7008  ___________________________________________________________________
 AB7008  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AB7008  DYNAMIC HT  -          65.118 (meters)     213.64  (feet)  COMP
 AB7008  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 AB7008
 AB7008  VERT ORDER  -  SECOND    CLASS II
 AB7008
 AB7008.The horizontal coordinates were scaled from a topographic map and have
 AB7008.an estimated accuracy of +/- 6 seconds.
 AB7008
 AB7008.The orthometric height was determined by differential leveling
 AB7008.and adjusted by the National Geodetic Survey in November 1996..
 AB7008
 AB7008.The geoid height was determined by GEOID03.
 AB7008
 AB7008.The dynamic height is computed by dividing the NAVD 88
 AB7008.geopotential number by the normal gravity value computed on the
 AB7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7008.degrees latitude (g = 980.6199 gals.).
 AB7008
 AB7008.The modeled gravity was interpolated from observed gravity values.
 AB7008
 AB7008;                    North         East    Units  Estimated Accuracy
 AB7008;SPC GA W     -   174,920.      680,750.      MT  (+/- 180 meters Scaled)
 AB7008
 AB7008                          SUPERSEDED SURVEY CONTROL
 AB7008
 AB7008.No superseded survey control is available for this station.
 AB7008
 AB7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV496966(NAD 83)
 AB7008_MARKER: A = ALUMINUM MARKER
 AB7008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7008_STAMPING: 749 NDS 1990
 AB7008_MARK LOGO: ALBDOU
 AB7008_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7008+STABILITY: SURFACE MOTION
 AB7008
 AB7008  HISTORY     - Date     Condition        Report By
 AB7008  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7008
 AB7008                          STATION DESCRIPTION
 AB7008
 AB7008'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7008'MARK IS 12 MILES (19.3 KM) WEST OF ALBANY AT MOSSY GROVE CHURCH, AT
 AB7008'JUNCTION OF MUD CREEK ROAD, STATE ROUTE 234, AND OLD TALLAHASSEE TRAIL
 AB7008'ROAD, 39.4 FT (12.0 M) SOUTH OF C/L HIGHWAY 234, 51.6 FT (15.7 M) WEST
 AB7008'C/L MUD CREEK ROAD, 72.4 FT (22.1 M) NORTHEAST OF NORTHEAST CORNER
 AB7008'WHITE BLOCK CHURCH BUILDING, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1236 ***********************************************************************
 BS1236  DESIGNATION -  75 WLC USGS
 BS1236  PID         -  BS1236
 BS1236  STATE/COUNTY-  GA/COOK
 BS1236  USGS QUAD   -  ELLENTON (1974)
 BS1236
 BS1236                         *CURRENT SURVEY CONTROL
 BS1236  ___________________________________________________________________
 BS1236* NAD 83(1986)-  31 14 55.     (N)    083 30 07.     (W)     SCALED    
 BS1236* NAVD 88     -        64.461  (meters)     211.49   (feet)  ADJUSTED  
 BS1236  ___________________________________________________________________
 BS1236  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BS1236  DYNAMIC HT  -          64.382 (meters)     211.23  (feet)  COMP
 BS1236  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 BS1236
 BS1236  VERT ORDER  -  SECOND    CLASS 0
 BS1236
 BS1236.The horizontal coordinates were scaled from a topographic map and have
 BS1236.an estimated accuracy of +/- 6 seconds.
 BS1236
 BS1236.The orthometric height was determined by differential leveling
 BS1236.and adjusted by the National Geodetic Survey in June 1991..
 BS1236
 BS1236.The geoid height was determined by GEOID03.
 BS1236
 BS1236.The dynamic height is computed by dividing the NAVD 88
 BS1236.geopotential number by the normal gravity value computed on the
 BS1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1236.degrees latitude (g = 980.6199 gals.).
 BS1236
 BS1236.The modeled gravity was interpolated from observed gravity values.
 BS1236
 BS1236;                    North         East    Units  Estimated Accuracy
 BS1236;SPC GA W     -   138,600.      763,310.      MT  (+/- 180 meters Scaled)
 BS1236
 BS1236                          SUPERSEDED SURVEY CONTROL
 BS1236
 BS1236.No superseded survey control is available for this station.
 BS1236
 BS1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ617598(NAD 83)
 BS1236_MARKER: DD = SURVEY DISK
 BS1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1236_STAMPING: 75 WLC 1972
 BS1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1236+STABILITY: SURFACE MOTION
 BS1236
 BS1236  HISTORY     - Date     Condition        Report By
 BS1236  HISTORY     - 1972     MONUMENTED       USGS
 BS1236  HISTORY     - 1973     GOOD             NGS
 BS1236
 BS1236                          STATION DESCRIPTION
 BS1236
 BS1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1236'3.4 MI SW FROM LENOX.
 BS1236'ABOUT 2.9 MILES SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1236'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1236'LENOX, THENCE 0.5 MILE SOUTHEAST ALONG BARNEYVILLE ROAD, 158 FEET
 BS1236'SOUTHEAST OF THE CENTER OF A JUNCTION OF BARNEYVILLE ROAD AND A DIRT
 BS1236'ROAD LEADING EAST, 65 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 BS1236'BARNEYVILLE ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 BS1236'30 FEET SOUTHEAST OF A FENCE CORNER POST, 1 FOOT SOUTHWEST OF A FENCE,
 BS1236'1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 BS1236'LEVEL OF BARNEYVILLE ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT
 BS1236'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7010 ***********************************************************************
 AB7010  DESIGNATION -  750 NDS
 AB7010  PID         -  AB7010
 AB7010  STATE/COUNTY-  GA/DOUGHERTY
 AB7010  USGS QUAD   -  PRETORIA (1988)
 AB7010
 AB7010                         *CURRENT SURVEY CONTROL
 AB7010  ___________________________________________________________________
 AB7010* NAD 83(1986)-  31 34 33.     (N)    084 20 50.     (W)     SCALED    
 AB7010* NAVD 88     -        62.372  (meters)     204.63   (feet)  ADJUSTED  
 AB7010  ___________________________________________________________________
 AB7010  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AB7010  DYNAMIC HT  -          62.298 (meters)     204.39  (feet)  COMP
 AB7010  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 AB7010
 AB7010  VERT ORDER  -  SECOND    CLASS II
 AB7010
 AB7010.The horizontal coordinates were scaled from a topographic map and have
 AB7010.an estimated accuracy of +/- 6 seconds.
 AB7010
 AB7010.The orthometric height was determined by differential leveling
 AB7010.and adjusted by the National Geodetic Survey in November 1996..
 AB7010
 AB7010.The geoid height was determined by GEOID03.
 AB7010
 AB7010.The dynamic height is computed by dividing the NAVD 88
 AB7010.geopotential number by the normal gravity value computed on the
 AB7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7010.degrees latitude (g = 980.6199 gals.).
 AB7010
 AB7010.The modeled gravity was interpolated from observed gravity values.
 AB7010
 AB7010;                    North         East    Units  Estimated Accuracy
 AB7010;SPC GA W     -   174,700.      682,860.      MT  (+/- 180 meters Scaled)
 AB7010
 AB7010                          SUPERSEDED SURVEY CONTROL
 AB7010
 AB7010.No superseded survey control is available for this station.
 AB7010
 AB7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV517964(NAD 83)
 AB7010_MARKER: A = ALUMINUM MARKER
 AB7010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7010_STAMPING: 750 NDS 1990
 AB7010_MARK LOGO: ALBDOU
 AB7010_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7010+STABILITY: SURFACE MOTION
 AB7010
 AB7010  HISTORY     - Date     Condition        Report By
 AB7010  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7010
 AB7010                          STATION DESCRIPTION
 AB7010
 AB7010'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7010'MARK IS 11 MILES (17.7 KM) WEST OF ALBANY, AT JUNCTION OF HIGHWAY 234
 AB7010'AND TALLAHASSEE ROAD, 10.45 MILES (16.82 KM) WEST ALONG SR 234 FROM US
 AB7010'BUSINESS 19 SLAPPEY BLVD, IN NORTHEAST QUADRANT OF T-INTERSECTION, 30
 AB7010'FT (9.1 M) NORTH OF HWY 234, 41.5 EAST OF TALLAHASSEE ROAD, 21.5 FT
 AB7010'(6.6 M) SSW OF TRIPLE HACKBERRY TREE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7132 ***********************************************************************
 AB7132  DESIGNATION -  751 NDS
 AB7132  PID         -  AB7132
 AB7132  STATE/COUNTY-  GA/DOUGHERTY
 AB7132  USGS QUAD   -  PRETORIA (1988)
 AB7132
 AB7132                         *CURRENT SURVEY CONTROL
 AB7132  ___________________________________________________________________
 AB7132* NAD 83(1986)-  31 34 24.     (N)    084 19 29.     (W)     SCALED    
 AB7132* NAVD 88     -        69.077  (meters)     226.63   (feet)  ADJUSTED  
 AB7132  ___________________________________________________________________
 AB7132  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB7132  DYNAMIC HT  -          68.994 (meters)     226.36  (feet)  COMP
 AB7132  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 AB7132
 AB7132  VERT ORDER  -  SECOND    CLASS II
 AB7132
 AB7132.The horizontal coordinates were scaled from a topographic map and have
 AB7132.an estimated accuracy of +/- 6 seconds.
 AB7132
 AB7132.The orthometric height was determined by differential leveling
 AB7132.and adjusted by the National Geodetic Survey in November 1996..
 AB7132
 AB7132.The geoid height was determined by GEOID03.
 AB7132
 AB7132.The dynamic height is computed by dividing the NAVD 88
 AB7132.geopotential number by the normal gravity value computed on the
 AB7132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7132.degrees latitude (g = 980.6199 gals.).
 AB7132
 AB7132.The modeled gravity was interpolated from observed gravity values.
 AB7132
 AB7132;                    North         East    Units  Estimated Accuracy
 AB7132;SPC GA W     -   174,420.      685,000.      MT  (+/- 180 meters Scaled)
 AB7132
 AB7132                          SUPERSEDED SURVEY CONTROL
 AB7132
 AB7132.No superseded survey control is available for this station.
 AB7132
 AB7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV538962(NAD 83)
 AB7132_MARKER: A = ALUMINUM MARKER
 AB7132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7132_STAMPING: 751 NDS 1990
 AB7132_MARK LOGO: ALBDOU
 AB7132_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7132+STABILITY: SURFACE MOTION
 AB7132
 AB7132  HISTORY     - Date     Condition        Report By
 AB7132  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7132
 AB7132                          STATION DESCRIPTION
 AB7132
 AB7132'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7132'MARK IS 9.1 MILES (14.6 KM) WEST ALONG STATE ROUTE 234, GILLIONVILLE
 AB7132'RD, FROM THE JUNCTION WITH SLAPPEY BLVD IN ALBANY, AT THE JUNCTION OF
 AB7132'FLOWING WELL ROAD AND SR 234, 1.6 FT (0.5 M) WEST OF DAVIS-PARNER
 AB7132'LUMBER CO.  SIGN NORTHERNMOST POST, 24.0 FT (7.3 M) EAST OF C/L
 AB7132'FLOWING WELL ROAD, 39 FT (11.9 M) SOUTH EDGE PAVEMENT OF HWY 234, SET
 AB7132'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7134 ***********************************************************************
 AB7134  DESIGNATION -  752 NDS
 AB7134  PID         -  AB7134
 AB7134  STATE/COUNTY-  GA/DOUGHERTY
 AB7134  USGS QUAD   -  PRETORIA (1988)
 AB7134
 AB7134                         *CURRENT SURVEY CONTROL
 AB7134  ___________________________________________________________________
 AB7134* NAD 83(1986)-  31 35 21.     (N)    084 20 46.     (W)     SCALED    
 AB7134* NAVD 88     -        65.413  (meters)     214.61   (feet)  ADJUSTED  
 AB7134  ___________________________________________________________________
 AB7134  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AB7134  DYNAMIC HT  -          65.334 (meters)     214.35  (feet)  COMP
 AB7134  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 AB7134
 AB7134  VERT ORDER  -  SECOND    CLASS II
 AB7134
 AB7134.The horizontal coordinates were scaled from a topographic map and have
 AB7134.an estimated accuracy of +/- 6 seconds.
 AB7134
 AB7134.The orthometric height was determined by differential leveling
 AB7134.and adjusted by the National Geodetic Survey in November 1996..
 AB7134
 AB7134.The geoid height was determined by GEOID03.
 AB7134
 AB7134.The dynamic height is computed by dividing the NAVD 88
 AB7134.geopotential number by the normal gravity value computed on the
 AB7134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7134.degrees latitude (g = 980.6199 gals.).
 AB7134
 AB7134.The modeled gravity was interpolated from observed gravity values.
 AB7134
 AB7134;                    North         East    Units  Estimated Accuracy
 AB7134;SPC GA W     -   176,180.      682,970.      MT  (+/- 180 meters Scaled)
 AB7134
 AB7134                          SUPERSEDED SURVEY CONTROL
 AB7134
 AB7134.No superseded survey control is available for this station.
 AB7134
 AB7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV518979(NAD 83)
 AB7134_MARKER: A = ALUMINUM MARKER
 AB7134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7134_STAMPING: 752 NDS 1990
 AB7134_MARK LOGO: ALBDOU
 AB7134_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7134+STABILITY: SURFACE MOTION
 AB7134
 AB7134  HISTORY     - Date     Condition        Report By
 AB7134  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7134
 AB7134                          STATION DESCRIPTION
 AB7134
 AB7134'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7134'MARK IS 11 MILES (17.7 KM) WNW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7134'OF US BUSINESS 19 AND STATE ROUTE 234, SLAPPEY BLVD AND GILLIONVILLE
 AB7134'RD, TRAVEL 10.45 MILES (16.82 KM) WEST ON SR 234 TO TALLAHASSEE RD AND
 AB7134'TURN RIGHT.  THIS IS 4.05 MILES (6.52 KM) WEST OF FIRE STATION 10.
 AB7134'PROCEED 1.0 MILE (1.6 KM) TO THE MARK ON THE RIGHT, 1.7 MI (2.7 KM)
 AB7134'SOUTH OF INTERSECTION TALLAHASSEE ROAD AND OLD DAWSON ROAD, EAST
 AB7134'ACROSS RD FROM TWO WOOD POSTS WITH CROSS BAR IN OTHERWISE METAL POST
 AB7134'FENCE, 121 FT (36.9 M) NE ACROSS RD FROM SOUTHERN BELL CABLE BOX 9,
 AB7134'OPPPOSITE A POINT 105 FT (32.0 M) NORTH OF SAID BOX, 24.7 FT (7.5 M)
 AB7134'EAST OF C/L TALLAHASSEE ROAD, 14.7 FT (4.5 M) EAST OF EDGE PAVEMENT,
 AB7134'ABOUT 10 FT (3.0 M) WEST BRUSH-COVERED WIRE FENCE.  SET FLUSH WITH
 AB7134'GROUND IN CENTER SHALLOW DRAIN DITCH, LARGE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7136 ***********************************************************************
 AB7136  DESIGNATION -  753 NDS
 AB7136  PID         -  AB7136
 AB7136  STATE/COUNTY-  GA/DOUGHERTY
 AB7136  USGS QUAD   -  PRETORIA (1988)
 AB7136
 AB7136                         *CURRENT SURVEY CONTROL
 AB7136  ___________________________________________________________________
 AB7136* NAD 83(1986)-  31 36 45.     (N)    084 19 36.     (W)     SCALED    
 AB7136* NAVD 88     -        67.961  (meters)     222.97   (feet)  ADJUSTED  
 AB7136  ___________________________________________________________________
 AB7136  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AB7136  DYNAMIC HT  -          67.880 (meters)     222.70  (feet)  COMP
 AB7136  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 AB7136
 AB7136  VERT ORDER  -  SECOND    CLASS II
 AB7136
 AB7136.The horizontal coordinates were scaled from a topographic map and have
 AB7136.an estimated accuracy of +/- 6 seconds.
 AB7136
 AB7136.The orthometric height was determined by differential leveling
 AB7136.and adjusted by the National Geodetic Survey in November 1996..
 AB7136
 AB7136.The geoid height was determined by GEOID03.
 AB7136
 AB7136.The dynamic height is computed by dividing the NAVD 88
 AB7136.geopotential number by the normal gravity value computed on the
 AB7136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7136.degrees latitude (g = 980.6199 gals.).
 AB7136
 AB7136.The modeled gravity was interpolated from observed gravity values.
 AB7136
 AB7136;                    North         East    Units  Estimated Accuracy
 AB7136;SPC GA W     -   178,770.      684,820.      MT  (+/- 180 meters Scaled)
 AB7136
 AB7136                          SUPERSEDED SURVEY CONTROL
 AB7136
 AB7136.No superseded survey control is available for this station.
 AB7136
 AB7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA536005(NAD 83)
 AB7136_MARKER: A = ALUMINUM MARKER
 AB7136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7136_SP_SET: ABUTMENT
 AB7136_STAMPING: 753 NDS 1990
 AB7136_MARK LOGO: ALBDOU
 AB7136_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7136
 AB7136  HISTORY     - Date     Condition        Report By
 AB7136  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7136  HISTORY     - 19910421 GOOD             HOBBS
 AB7136
 AB7136                          STATION DESCRIPTION
 AB7136
 AB7136'DESCRIBED BY HOBBS AND ASSOCIATES 1991
 AB7136'MARK IS 10 MILES (16.1 KM) WNW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7136'OF US BUSINESS 19 (SLAPPEY BLVD) AND DAWSON ROAD, GO 3.3 MILES (5.3
 AB7136'KM) NW OUT DAWSON RD AND TURN EAST LEFT ON OLD DAWSON RD (STUART RD
 AB7136'BACK TO RIGHT AT X-INTERSECTION).  PROCEED 6.6 MILES (10.6 KM) WEST ON
 AB7136'OLD DAWSON RD TO THE MARK ON THE LEFT, 3.1 MILES (5.0 KM) WEST OF
 AB7136'BYRON PLANTATION RD, 2.2 MILES (3.5 KM) WEST OF WINIFRED DR, 1.2 MILES
 AB7136'(1.9 KM) EAST OF TALLAHASSEE RD, IN DRILL HOLE IN TOP OF SOUTHWEST
 AB7136'ABUTMENT OF BRIDGE OVER KIOKEE CREEK, 2 FT (0.6 M) SOUTH OF GUARD
 AB7136'RAIL, 18.2 FT (5.5 M) SOUTH OF ROAD CENTER, 5.1 FT (1.6 M) WEST OF
 AB7136'WEST END OF PARAPET, ABOUT 0.5 FT (15.2 CM) ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7137 ***********************************************************************
 AB7137  DESIGNATION -  754 NDS
 AB7137  PID         -  AB7137
 AB7137  STATE/COUNTY-  GA/DOUGHERTY
 AB7137  USGS QUAD   -  PRETORIA (1988)
 AB7137
 AB7137                         *CURRENT SURVEY CONTROL
 AB7137  ___________________________________________________________________
 AB7137* NAD 83(1986)-  31 36 40.     (N)    084 18 50.     (W)     SCALED    
 AB7137* NAVD 88     -        71.129  (meters)     233.36   (feet)  ADJUSTED  
 AB7137  ___________________________________________________________________
 AB7137  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AB7137  DYNAMIC HT  -          71.044 (meters)     233.08  (feet)  COMP
 AB7137  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 AB7137
 AB7137  VERT ORDER  -  SECOND    CLASS II
 AB7137
 AB7137.The horizontal coordinates were scaled from a topographic map and have
 AB7137.an estimated accuracy of +/- 6 seconds.
 AB7137
 AB7137.The orthometric height was determined by differential leveling
 AB7137.and adjusted by the National Geodetic Survey in November 1996..
 AB7137
 AB7137.The geoid height was determined by GEOID03.
 AB7137
 AB7137.The dynamic height is computed by dividing the NAVD 88
 AB7137.geopotential number by the normal gravity value computed on the
 AB7137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7137.degrees latitude (g = 980.6199 gals.).
 AB7137
 AB7137.The modeled gravity was interpolated from observed gravity values.
 AB7137
 AB7137;                    North         East    Units  Estimated Accuracy
 AB7137;SPC GA W     -   178,610.      686,030.      MT  (+/- 180 meters Scaled)
 AB7137
 AB7137                          SUPERSEDED SURVEY CONTROL
 AB7137
 AB7137.No superseded survey control is available for this station.
 AB7137
 AB7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA548004(NAD 83)
 AB7137_MARKER: A = ALUMINUM MARKER
 AB7137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7137_STAMPING: 754 NDS 1990
 AB7137_MARK LOGO: ALBDOU
 AB7137_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7137+STABILITY: SURFACE MOTION
 AB7137
 AB7137  HISTORY     - Date     Condition        Report By
 AB7137  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7137
 AB7137                          STATION DESCRIPTION
 AB7137
 AB7137'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7137'MARK IS 9.5 MILES (15.3 KM) WNW OF ALBANY, 5.75 MILES (9.25 KM) WEST
 AB7137'ALONG OLD DAWSON ROAD FROM DAWSON RD, 2.05 MI (3.30 KM) EAST OF
 AB7137'JUNCTION WITH TALLAHASSEE ROAD, AT JUNCTION OF HERMITAGE ROAD, 42.9 FT
 AB7137'(13.1 M) SOUTH OF C/L OLD DAWSON ROAD, 16.5 FT (5.0 M) ESE OF
 AB7137'UNDERGROUND PHONE LINE CONCRETE MARKER POST, 78 FT (23.8 M) WEST OF
 AB7137'C/L HERMITAGE ROAD, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0349 ***********************************************************************
 EE0349  DESIGNATION -  755
 EE0349  PID         -  EE0349
 EE0349  STATE/COUNTY-  GA/MURRAY
 EE0349  USGS QUAD   -  CHATSWORTH (1985)
 EE0349
 EE0349                         *CURRENT SURVEY CONTROL
 EE0349  ___________________________________________________________________
 EE0349* NAD 83(1986)-  34 47 03.     (N)    084 46 14.     (W)     SCALED    
 EE0349* NAVD 88     -       230.230  (meters)     755.35   (feet)  ADJUSTED  
 EE0349  ___________________________________________________________________
 EE0349  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 EE0349  DYNAMIC HT  -         229.997 (meters)     754.58  (feet)  COMP
 EE0349  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 EE0349
 EE0349  VERT ORDER  -  SECOND    CLASS 0
 EE0349
 EE0349.The horizontal coordinates were scaled from a topographic map and have
 EE0349.an estimated accuracy of +/- 6 seconds.
 EE0349
 EE0349.The orthometric height was determined by differential leveling
 EE0349.and adjusted by the National Geodetic Survey in June 1991..
 EE0349
 EE0349.The geoid height was determined by GEOID03.
 EE0349
 EE0349.The dynamic height is computed by dividing the NAVD 88
 EE0349.geopotential number by the normal gravity value computed on the
 EE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0349.degrees latitude (g = 980.6199 gals.).
 EE0349
 EE0349.The modeled gravity was interpolated from observed gravity values.
 EE0349
 EE0349;                    North         East    Units  Estimated Accuracy
 EE0349;SPC GA W     -   530,650.      644,730.      MT  (+/- 180 meters Scaled)
 EE0349
 EE0349                          SUPERSEDED SURVEY CONTROL
 EE0349
 EE0349  NGVD 29 (??/??/92)  230.228  (m)          755.34   (f) ADJ UNCH    2 0
 EE0349
 EE0349.Superseded values are not recommended for survey control.
 EE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0349.See file dsdata.txt to determine how the superseded data were derived.
 EE0349
 EE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD039513(NAD 83)
 EE0349_MARKER: DD = SURVEY DISK
 EE0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0349_SP_SET: CULVERT HEADWALL
 EE0349_STAMPING: 755
 EE0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0349+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 EE0349
 EE0349  HISTORY     - Date     Condition        Report By
 EE0349  HISTORY     - UNK      MONUMENTED       CGS
 EE0349  HISTORY     - 1972     POOR             NGS
 EE0349  HISTORY     - 20040825 GOOD             TVA
 EE0349
 EE0349                          STATION DESCRIPTION
 EE0349
 EE0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0349'1.2 MI N FROM CHATSWORTH.
 EE0349'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 411 FROM THE
 EE0349'COUNTY COURTHOUSE AT CHATSWORTH, ALONG THE LOUISVILLE AND
 EE0349'NASHVILLE RAILROAD, 71 FEET EAST OF THE CENTER LINE OF THE
 EE0349'HIGHWAY, 9 FEET WEST OF THE WEST RAIL, SET IN THE CENTER OF THE
 EE0349'TOP AND 3.8 FEET NORTH OF THE SOUTH END OF THE WEST, 7-FOOT,
 EE0349'CONCRETE HEADWALL FOR A 24-INCH CULVERT UNDER THE RAILROAD,
 EE0349'EAST AND ACROSS THE HIGHWAY FROM A CONCRETE BLOCK BUILDING WHICH
 EE0349'IS NOW OCCUPIED BY DANIEL BOONES GARAGE, 83.3 FEET NORTH OF A
 EE0349'RAILROAD BATTERY BOX, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 EE0349'TRACKS.
 EE0349
 EE0349                          STATION RECOVERY (2004)
 EE0349
 EE0349'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 EE0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7138 ***********************************************************************
 AB7138  DESIGNATION -  755 NDS
 AB7138  PID         -  AB7138
 AB7138  STATE/COUNTY-  GA/DOUGHERTY
 AB7138  USGS QUAD   -  PRETORIA (1988)
 AB7138
 AB7138                         *CURRENT SURVEY CONTROL
 AB7138  ___________________________________________________________________
 AB7138* NAD 83(1986)-  31 36 36.     (N)    084 17 42.     (W)     SCALED    
 AB7138* NAVD 88     -        74.450  (meters)     244.26   (feet)  ADJUSTED  
 AB7138  ___________________________________________________________________
 AB7138  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AB7138  DYNAMIC HT  -          74.361 (meters)     243.97  (feet)  COMP
 AB7138  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 AB7138
 AB7138  VERT ORDER  -  SECOND    CLASS II
 AB7138
 AB7138.The horizontal coordinates were scaled from a topographic map and have
 AB7138.an estimated accuracy of +/- 6 seconds.
 AB7138
 AB7138.The orthometric height was determined by differential leveling
 AB7138.and adjusted by the National Geodetic Survey in November 1996..
 AB7138
 AB7138.The geoid height was determined by GEOID03.
 AB7138
 AB7138.The dynamic height is computed by dividing the NAVD 88
 AB7138.geopotential number by the normal gravity value computed on the
 AB7138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7138.degrees latitude (g = 980.6199 gals.).
 AB7138
 AB7138.The modeled gravity was interpolated from observed gravity values.
 AB7138
 AB7138;                    North         East    Units  Estimated Accuracy
 AB7138;SPC GA W     -   178,480.      687,820.      MT  (+/- 180 meters Scaled)
 AB7138
 AB7138                          SUPERSEDED SURVEY CONTROL
 AB7138
 AB7138.No superseded survey control is available for this station.
 AB7138
 AB7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA566003(NAD 83)
 AB7138_MARKER: A = ALUMINUM MARKER
 AB7138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7138_STAMPING: 755 NDS 1990
 AB7138_MARK LOGO: ALBDOU
 AB7138_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7138+STABILITY: SURFACE MOTION
 AB7138
 AB7138  HISTORY     - Date     Condition        Report By
 AB7138  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7138
 AB7138                          STATION DESCRIPTION
 AB7138
 AB7138'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7138'MARK IS 8.5 MILES (13.7 KM) WNW OF ALBANY, ON OLD DAWSON ROAD, 3.1 MI
 AB7138'(5.0 KM) EAST OF ITS JUNCTION WITH TALLAHASSEE ROAD, 4.7 MILES (7.6
 AB7138'KM) WEST OF DAWSON RD, 0.4 MILE (0.6 KM) WEST OF WINIFRED DR, AT SOUTH
 AB7138'EDGE OF WOODS, ABOUT 220 FT (67.1 M) EAST OF MAILBOX 5304, DEESE,
 AB7138'WHICH IS AT TOP OF A HILL OPPOSITE HOUSE TRAILER AND FARM BUILDINGS,
 AB7138'125 FT (38.1 M) NW AND ACROSS RD FROM POLE AT CONCRETE SOUTHERN BELL
 AB7138'MARKER, 113 FT (34.4 M) NE AND ACROSS RD FROM POLE BY TELEPHONE CABLE
 AB7138'BOXES, 48 FT (14.6 M) EAST OF A 20 INCH PINE, 4.5 FT (1.4 M) WEST OF
 AB7138'CORNER FENCE POST, 41.5 FT (12.6 M) NORTH OF C/L OLD DAWSON ROAD, 30.8
 AB7138'FT (9.4 M) NORTH OF EDGE PAVEMENT, 13 FT (4.0 M) SOUTH OF 18 INCH PINE
 AB7138'IN WOODS, 4 FT (1.2 M) BELOW RD, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7140 ***********************************************************************
 AB7140  DESIGNATION -  756 NDS
 AB7140  PID         -  AB7140
 AB7140  STATE/COUNTY-  GA/DOUGHERTY
 AB7140  USGS QUAD   -  PRETORIA (1988)
 AB7140
 AB7140                         *CURRENT SURVEY CONTROL
 AB7140  ___________________________________________________________________
 AB7140* NAD 83(1986)-  31 36 47.     (N)    084 16 29.     (W)     SCALED    
 AB7140* NAVD 88     -        72.469  (meters)     237.76   (feet)  ADJUSTED  
 AB7140  ___________________________________________________________________
 AB7140  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AB7140  DYNAMIC HT  -          72.382 (meters)     237.47  (feet)  COMP
 AB7140  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 AB7140
 AB7140  VERT ORDER  -  SECOND    CLASS II
 AB7140
 AB7140.The horizontal coordinates were scaled from a topographic map and have
 AB7140.an estimated accuracy of +/- 6 seconds.
 AB7140
 AB7140.The orthometric height was determined by differential leveling
 AB7140.and adjusted by the National Geodetic Survey in November 1996..
 AB7140
 AB7140.The geoid height was determined by GEOID03.
 AB7140
 AB7140.The dynamic height is computed by dividing the NAVD 88
 AB7140.geopotential number by the normal gravity value computed on the
 AB7140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7140.degrees latitude (g = 980.6199 gals.).
 AB7140
 AB7140.The modeled gravity was interpolated from observed gravity values.
 AB7140
 AB7140;                    North         East    Units  Estimated Accuracy
 AB7140;SPC GA W     -   178,820.      689,750.      MT  (+/- 180 meters Scaled)
 AB7140
 AB7140                          SUPERSEDED SURVEY CONTROL
 AB7140
 AB7140.No superseded survey control is available for this station.
 AB7140
 AB7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA585007(NAD 83)
 AB7140_MARKER: A = ALUMINUM MARKER
 AB7140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7140_STAMPING: 756 NDS 1990
 AB7140_MARK LOGO: ALBDOU
 AB7140_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7140+STABILITY: SURFACE MOTION
 AB7140
 AB7140  HISTORY     - Date     Condition        Report By
 AB7140  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7140
 AB7140                          STATION DESCRIPTION
 AB7140
 AB7140'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7140'MARK IS 7 MILES (11.3 KM) WNW OF ALBANY.  TO REACH FROM THE JUNCTION
 AB7140'OF US BUSINESS 19 AND STATE ROUTE 234, SLAPPEY BLVD AND GILLIONVILLE
 AB7140'RD, 0.15 MILE (0.24 KM) SOUTH ALONG SLAPPEY BLVD FROM DAWSON RD AND
 AB7140'JUST NORTH OF A RR CROSSING, GO 6.25 MILES (10.06 KM) WEST ALONG SR
 AB7140'234 TO BYRON PLANTATION RD AND TURN RIGHT.  THIS IS 0.15 MILE (0.24
 AB7140'KM) EAST OF FIRE STATION 10 AND JUST BEFORE OAK HILL CHURCH. PROCEED
 AB7140'1.9 MILES (3.1 KM) NNE ON BYRON PLANTATION RD TO THE MARK ON THE LEFT
 AB7140'AT SW QUADRANT OF A T-JUNCTION, 0.05 MILE (0.08 KM) NORTH OF WHERE OLD
 AB7140'DAWSON RD TURNS OFF TO LEFT, AT VAN CISE LANE TO LEFT AND OLD DAWSON
 AB7140'RD TO RIGHT, 61.5 FT (18.7 M) SOUTH OF VAN CISE LANE, 51.5 FT (15.7 M)
 AB7140'NW OF BYRON PLANTATION RD (OR SHORT NORTH SECTION OF OLD DAWSON ROAD),
 AB7140'44.4 FT (13.5 M) SW OF STOP SIGN IN ASPHALT APRON, SET IN GRASSY AREA
 AB7140'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0217 ***********************************************************************
 EE0217  DESIGNATION -  757
 EE0217  PID         -  EE0217
 EE0217  STATE/COUNTY-  GA/GORDON
 EE0217  USGS QUAD   -  FAIRMOUNT (1981)
 EE0217
 EE0217                         *CURRENT SURVEY CONTROL
 EE0217  ___________________________________________________________________
 EE0217* NAD 83(1986)-  34 26 06.     (N)    084 42 23.     (W)     SCALED    
 EE0217* NAVD 88     -       231.020  (meters)     757.94   (feet)  ADJUSTED  
 EE0217  ___________________________________________________________________
 EE0217  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE0217  DYNAMIC HT  -         230.783 (meters)     757.16  (feet)  COMP
 EE0217  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 EE0217
 EE0217  VERT ORDER  -  SECOND    CLASS 0
 EE0217
 EE0217.The horizontal coordinates were scaled from a topographic map and have
 EE0217.an estimated accuracy of +/- 6 seconds.
 EE0217
 EE0217.The orthometric height was determined by differential leveling
 EE0217.and adjusted by the National Geodetic Survey in June 1991..
 EE0217
 EE0217.The geoid height was determined by GEOID03.
 EE0217
 EE0217.The dynamic height is computed by dividing the NAVD 88
 EE0217.geopotential number by the normal gravity value computed on the
 EE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0217.degrees latitude (g = 980.6199 gals.).
 EE0217
 EE0217.The modeled gravity was interpolated from observed gravity values.
 EE0217
 EE0217;                    North         East    Units  Estimated Accuracy
 EE0217;SPC GA W     -   491,880.      650,400.      MT  (+/- 180 meters Scaled)
 EE0217
 EE0217                          SUPERSEDED SURVEY CONTROL
 EE0217
 EE0217  NGVD 29 (??/??/92)  231.006  (m)          757.89   (f) ADJ UNCH    2 0
 EE0217
 EE0217.Superseded values are not recommended for survey control.
 EE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0217.See file dsdata.txt to determine how the superseded data were derived.
 EE0217
 EE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD107127(NAD 83)
 EE0217_MARKER: DD = SURVEY DISK
 EE0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0217_SP_SET: BUILDING
 EE0217_STAMPING: 757 ADJ
 EE0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE0217+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 EE0217
 EE0217  HISTORY     - Date     Condition        Report By
 EE0217  HISTORY     - UNK      MONUMENTED       USGS
 EE0217  HISTORY     - 1972     GOOD             NGS
 EE0217  HISTORY     - 20040311 GOOD             INDIV
 EE0217
 EE0217                          STATION DESCRIPTION
 EE0217
 EE0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0217'0.2 MI E FROM FAIRMOUNT.
 EE0217'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 53 FROM THE HIGHWAY
 EE0217'OVERPASS AND THE RAILROAD STATION FOR THE LOUISVILLE AND NASHVILLE
 EE0217'RAILROAD AT FAIRMOUNT, THENCE 0.05 MILE EAST ALONG A PAVED STREET
 EE0217'(CALHOUN STREET), THENCE 0.05 MILE NORTH ALONG A PAVED STREET
 EE0217'(TENNESSEE STREET), 33 1/2 FEET EAST OF THE CENTER LINE OF
 EE0217'TENNESSEE STREET, SET VERTICALLY IN THE SOUTH BRICK FACE OF THE
 EE0217'SOUTH BRICK WALL OF A VERY OLD, ABANDONED, BRICK BANK BUILDING,
 EE0217'2.1 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 1.9 FEET
 EE0217'ABOVE THE GROUND.
 EE0217
 EE0217                          STATION RECOVERY (2004)
 EE0217
 EE0217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MFM)
 EE0217'RECOVERED IN GOOD CONDITION. BUILDING COVERED IN STUCCO SINCE LAST
 EE0217'FINDING, HOWEVER, MARK STILL VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0263 ***********************************************************************
 EE0263  DESIGNATION -  757.9
 EE0263  PID         -  EE0263
 EE0263  STATE/COUNTY-  GA/WHITFIELD
 EE0263  USGS QUAD   -  DALTON SOUTH (1982)
 EE0263
 EE0263                         *CURRENT SURVEY CONTROL
 EE0263  ___________________________________________________________________
 EE0263* NAD 83(1986)-  34 38 37.     (N)    084 59 42.     (W)     SCALED    
 EE0263* NAVD 88     -       231.030  (meters)     757.97   (feet)  ADJUSTED  
 EE0263  ___________________________________________________________________
 EE0263  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE0263  DYNAMIC HT  -         230.797 (meters)     757.21  (feet)  COMP
 EE0263  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 EE0263
 EE0263  VERT ORDER  -  FIRST     CLASS II
 EE0263
 EE0263.The horizontal coordinates were scaled from a topographic map and have
 EE0263.an estimated accuracy of +/- 6 seconds.
 EE0263
 EE0263.The orthometric height was determined by differential leveling
 EE0263.and adjusted by the National Geodetic Survey in June 1991..
 EE0263
 EE0263.The geoid height was determined by GEOID03.
 EE0263
 EE0263.The dynamic height is computed by dividing the NAVD 88
 EE0263.geopotential number by the normal gravity value computed on the
 EE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0263.degrees latitude (g = 980.6199 gals.).
 EE0263
 EE0263.The modeled gravity was interpolated from observed gravity values.
 EE0263
 EE0263;                    North         East    Units  Estimated Accuracy
 EE0263;SPC GA W     -   515,200.      624,060.      MT  (+/- 180 meters Scaled)
 EE0263
 EE0263                          SUPERSEDED SURVEY CONTROL
 EE0263
 EE0263  NGVD 29 (??/??/92)  231.01   (m)          757.9    (f) COMPUTED    1 2
 EE0263
 EE0263.Superseded values are not recommended for survey control.
 EE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0263.See file dsdata.txt to determine how the superseded data were derived.
 EE0263
 EE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD837353(NAD 83)
 EE0263_MARKER: Q = CHISELED SQUARE
 EE0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0263_SP_SET: CONCRETE BASE
 EE0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0263
 EE0263  HISTORY     - Date     Condition        Report By
 EE0263  HISTORY     - UNK      MONUMENTED       CGS
 EE0263  HISTORY     - 1936     GOOD             NGS
 EE0263  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0263
 EE0263                          STATION DESCRIPTION
 EE0263
 EE0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0263'4 MI S FROM PHELPS.
 EE0263'4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0263'PHELPS, WHITFIELD COUNTY, 1-1/2 POLES NORTH OF THE STATION SIGN
 EE0263'AT CARBONDALE, 5 RAILS SOUTH OF MILEPOST 49, AT A SIGNAL BOX, ON
 EE0263'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE.  A CHISELED
 EE0263'SQUARE, NEAR THE CHISELED LETTERS U.S.B.M.
 EE0263
 EE0263                          STATION RECOVERY (1968)
 EE0263
 EE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EE0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0770 ***********************************************************************
 DF0770  DESIGNATION -  758.5
 DF0770  PID         -  DF0770
 DF0770  STATE/COUNTY-  GA/NEWTON
 DF0770  USGS QUAD   -  COVINGTON (1985)
 DF0770
 DF0770                         *CURRENT SURVEY CONTROL
 DF0770  ___________________________________________________________________
 DF0770* NAD 83(1986)-  33 36 21.     (N)    083 50 58.     (W)     SCALED    
 DF0770* NAVD 88     -       231.045  (meters)     758.02   (feet)  ADJUSTED  
 DF0770  ___________________________________________________________________
 DF0770  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DF0770  DYNAMIC HT  -         230.793 (meters)     757.19  (feet)  COMP
 DF0770  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 DF0770
 DF0770  VERT ORDER  -  SECOND    CLASS 0
 DF0770
 DF0770.The horizontal coordinates were scaled from a topographic map and have
 DF0770.an estimated accuracy of +/- 6 seconds.
 DF0770
 DF0770.The orthometric height was determined by differential leveling
 DF0770.and adjusted by the National Geodetic Survey in June 1991..
 DF0770
 DF0770.The geoid height was determined by GEOID03.
 DF0770
 DF0770.The dynamic height is computed by dividing the NAVD 88
 DF0770.geopotential number by the normal gravity value computed on the
 DF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0770.degrees latitude (g = 980.6199 gals.).
 DF0770
 DF0770.The modeled gravity was interpolated from observed gravity values.
 DF0770
 DF0770;                    North         East    Units  Estimated Accuracy
 DF0770;SPC GA W     -   399,830.      729,440.      MT  (+/- 180 meters Scaled)
 DF0770
 DF0770                          SUPERSEDED SURVEY CONTROL
 DF0770
 DF0770  NGVD 29 (??/??/92)  231.058  (m)          758.06   (f) ADJ UNCH    2 0
 DF0770
 DF0770.Superseded values are not recommended for survey control.
 DF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0770.See file dsdata.txt to determine how the superseded data were derived.
 DF0770
 DF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT356220(NAD 83)
 DF0770_MARKER: Z = SEE DESCRIPTION
 DF0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0770_SP_SET: FIRE HYDRANT NUT
 DF0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0770
 DF0770  HISTORY     - Date     Condition        Report By
 DF0770  HISTORY     - UNK      MONUMENTED       USGS
 DF0770  HISTORY     - 1953     GOOD             NGS
 DF0770
 DF0770                          STATION DESCRIPTION
 DF0770
 DF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0770'1.1 MI NE FROM COVINGTON.
 DF0770'DESCRIPTION IS ADEQUATE.  THE FIRE HYDRANT WAS FOUND IN GOOD
 DF0770'CONDITION AND APPARENTLY IN ITS ORIGINAL POSITION.  1.1 MILES
 DF0770'NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE COURTHOUSE AT
 DF0770'COVINGTON, NEWTON COUNTY, ABOUT 600 FEET WEST OF THE RAILROAD
 DF0770'CROSSING AT COVINGTON MILLS, AT THE SOUTH EDGE OF A ROAD, AND
 DF0770'ON THE TOP NUT OF A FIRE HYDRANT.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7078 ***********************************************************************
 AB7078  DESIGNATION -  759 NDS
 AB7078  PID         -  AB7078
 AB7078  STATE/COUNTY-  GA/DOUGHERTY
 AB7078  USGS QUAD   -  ALBANY WEST (1988)
 AB7078
 AB7078                         *CURRENT SURVEY CONTROL
 AB7078  ___________________________________________________________________
 AB7078* NAD 83(1986)-  31 36 22.     (N)    084 12 25.     (W)     SCALED    
 AB7078* NAVD 88     -        71.440  (meters)     234.38   (feet)  ADJUSTED  
 AB7078  ___________________________________________________________________
 AB7078  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB7078  DYNAMIC HT  -          71.354 (meters)     234.10  (feet)  COMP
 AB7078  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 AB7078
 AB7078  VERT ORDER  -  SECOND    CLASS II
 AB7078
 AB7078.The horizontal coordinates were scaled from a topographic map and have
 AB7078.an estimated accuracy of +/- 6 seconds.
 AB7078
 AB7078.The orthometric height was determined by differential leveling
 AB7078.and adjusted by the National Geodetic Survey in November 1996..
 AB7078
 AB7078.The geoid height was determined by GEOID03.
 AB7078
 AB7078.The dynamic height is computed by dividing the NAVD 88
 AB7078.geopotential number by the normal gravity value computed on the
 AB7078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7078.degrees latitude (g = 980.6199 gals.).
 AB7078
 AB7078.The modeled gravity was interpolated from observed gravity values.
 AB7078
 AB7078;                    North         East    Units  Estimated Accuracy
 AB7078;SPC GA W     -   178,050.      696,180.      MT  (+/- 180 meters Scaled)
 AB7078
 AB7078                          SUPERSEDED SURVEY CONTROL
 AB7078
 AB7078.No superseded survey control is available for this station.
 AB7078
 AB7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA649001(NAD 83)
 AB7078_MARKER: A = ALUMINUM MARKER
 AB7078_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB7078_SP_SET: CONCRETE BASE
 AB7078_STAMPING: 759 NDS 1990
 AB7078_MARK LOGO: ALBDOU
 AB7078_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7078
 AB7078  HISTORY     - Date     Condition        Report By
 AB7078  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7078
 AB7078                          STATION DESCRIPTION
 AB7078
 AB7078'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7078'MARK LOCATED IN ALBANY AT SOUTHWEST QUADRANT OF INTERSECTION OF DAWSON
 AB7078'ROAD---HIGHWAYS 82/50---AND WESTGATE ROAD (TO WEST) AND WHISPERING
 AB7078'PINES ROAD (TO EAST), IN DRILL HOLE IN TOP OF TRAFFIC LIGHT CONCRETE
 AB7078'SUPPORT BASE, SOUTHWEST CORNER OF BASE, 1.2 FT (0.4 M) ABOVE GROUND, 4
 AB7078'FT (1.2 M) NORTHWEST BACK OF CURB, 6.5 FT (2.0 M) SOUTHEAST OF
 AB7078'POWERPOLE WITH STREET LIGHT, 3.8 FT (1.2 M) NORTHEAST OF NORTHEAST
 AB7078'CORNER CONCRETE PAD FOR STOP LIGHT SWITCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2293 ***********************************************************************
 BT2293  DESIGNATION -  76 NDS
 BT2293  PID         -  BT2293
 BT2293  STATE/COUNTY-  GA/DOUGHERTY
 BT2293  USGS QUAD   -  PRETORIA (1988)
 BT2293
 BT2293                         *CURRENT SURVEY CONTROL
 BT2293  ___________________________________________________________________
 BT2293* NAD 83(1994)-  31 32 15.68450(N)    084 18 58.37078(W)     ADJUSTED  
 BT2293* NAVD 88     -        60.966  (meters)     200.02   (feet)  ADJUSTED  
 BT2293  ___________________________________________________________________
 BT2293  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BT2293  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT2293  DYNAMIC HT  -          60.893 (meters)     199.78  (feet)  COMP
 BT2293  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 BT2293
 BT2293  HORZ ORDER  -  SECOND
 BT2293  VERT ORDER  -  SECOND    CLASS II
 BT2293
 BT2293.The horizontal coordinates were established by classical geodetic methods
 BT2293.and adjusted by the National Geodetic Survey in September 1997..
 BT2293.No horizontal observational check was made to the station.
 BT2293
 BT2293.The orthometric height was determined by differential leveling
 BT2293.and adjusted by the National Geodetic Survey in November 1996..
 BT2293
 BT2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2293
 BT2293.The geoid height was determined by GEOID03.
 BT2293
 BT2293.The dynamic height is computed by dividing the NAVD 88
 BT2293.geopotential number by the normal gravity value computed on the
 BT2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2293.degrees latitude (g = 980.6199 gals.).
 BT2293
 BT2293.The modeled gravity was interpolated from observed gravity values.
 BT2293
 BT2293;                    North         East     Units Scale Factor Converg.
 BT2293;SPC GA W     -   170,469.482   685,799.761   MT  0.99990249   -0 04 41.6
 BT2293;SPC GA W     -   559,281.96  2,249,994.72   sFT  0.99990249   -0 04 41.6
 BT2293;UTM  16      - 3,492,316.836   754,804.119   MT  1.00040085   +1 24 16.3
 BT2293
 BT2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2293!SPC GA W     -   0.99999467  x   0.99990249  =   0.99989716
 BT2293!UTM  16      -   0.99999467  x   1.00040085  =   1.00039551
 BT2293
 BT2293                          SUPERSEDED SURVEY CONTROL
 BT2293
 BT2293  NAD 83(1986)-  31 32 15.69123(N)    084 18 58.37623(W) AD(       ) 2
 BT2293
 BT2293.Superseded values are not recommended for survey control.
 BT2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2293.See file dsdata.txt to determine how the superseded data were derived.
 BT2293
 BT2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5480492317(NAD 83)
 BT2293_MARKER: A = ALUMINUM MARKER
 BT2293_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2293_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2293_STAMPING: 76 NDS 1987
 BT2293_MARK LOGO: ALBDOU
 BT2293_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2293
 BT2293  HISTORY     - Date     Condition        Report By
 BT2293  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2293  HISTORY     - 19900301 GOOD             HOBBS
 BT2293
 BT2293                          STATION DESCRIPTION
 BT2293
 BT2293'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2293'MARK LOCATED IN WESTERN DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH
 BT2293'MARK FOR GPS STATION---G 76 NDS 1987.
 BT2293'TO REACH MARK FROM JUNCTION OF LEARY ROAD (STATE HIGHWAY 62) AND EIGHT
 BT2293'MILE ROAD, GO NORTH ON EIGHT MILE ROAD FOR 2.35 MI (3.78 KM) TO
 BT2293'STATION ON LEFT (WEST) SIDE OF ROAD.
 BT2293'MARK IS 20.7 FT (6.31 M) WEST OF CENTERLINE OF EIGHT MILE ROAD, 45.3
 BT2293'FT (13.81 M) SOUTHEAST OF BRICK GATEPOST ON NORTH END OF GATE TO
 BT2293'PAVED DRIVEWAY TO WEST OF EIGHT MILE ROAD, 23.7 FT (7.22 M) NORTHEAST
 BT2293'OF SECOND BRICK COLUMN SOUTH OF SOUTH GATEPOST TO SAME MENTIONED GATE
 BT2293'.
 BT2293'MARK IS SET ATOP AN ALUMINUM ALLOY ROD IN ROUND CAST IRON VALVE BOX
 BT2293'WITH LID, ACTUAL STATION DISK BEING 1.0 FT (0.30 M) BELOW GROUND
 BT2293'LEVEL. LID BEING FLUSH WITH GROUND.
 BT2293
 BT2293                          STATION RECOVERY (1990)
 BT2293
 BT2293'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2293'MARK IS ABOUT 10 MILES (16.1 KM) WSW OF DOWNTOWN ALBANY, AZIMUTH MARK
 BT2293'FOR G 76 NDS 1987.  TO REACH FROM ALBANY AIRPORT, TRAVEL ABOUT 2 MILES
 BT2293'(3.2 KM) SW ALONG STATE ROUTE 91 TO STATE ROUTE 62 TURNING OFF TO
 BT2293'RIGHT OPPOSITE HARD UP RD.  FOLLOW SR 62 FOR 6.3 MILES (10.1 KM) WEST
 BT2293'TO EIGHT MILE RD TURNING RIGHT IN PRETORIA OPPOSITE TARVA RD TO LEFT.
 BT2293'FOLLOW EIGHT MILE RD FOR 2.35 MI (3.78 KM) NORTH TO STATION ON THE
 BT2293'LEFT, ABOUT 3.7 MILES (6.0 KM) SW ALONG EIGHT MILE RD FROM SR 234,
 BT2293'20.7 FT (6.3 M) WEST OF EIGHT MILE ROAD, 45.3 FT (13.8 M) SE OF NORTH
 BT2293'BRICK GATEPOST TO PAVED DRIVEWAY WEST, 23.7 FT (7.2 M) NE OF SECOND
 BT2293'BRICK COLUMN SOUTH OF SOUTH GATEPOST, A DISK ON ALUMINUM ALLOY ROD IN
 BT2293'CAST IRON VALVE BOX WITH LID, 1.0 FT (0.3 M) BELOW GROUND, LID FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1235 ***********************************************************************
 BS1235  DESIGNATION -  76 WLC USGS
 BS1235  PID         -  BS1235
 BS1235  STATE/COUNTY-  GA/COOK
 BS1235  USGS QUAD   -  OMEGA (1973)
 BS1235
 BS1235                         *CURRENT SURVEY CONTROL
 BS1235  ___________________________________________________________________
 BS1235* NAD 83(1986)-  31 15 15.     (N)    083 30 28.     (W)     SCALED    
 BS1235* NAVD 88     -        64.947  (meters)     213.08   (feet)  ADJUSTED  
 BS1235  ___________________________________________________________________
 BS1235  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BS1235  DYNAMIC HT  -          64.867 (meters)     212.82  (feet)  COMP
 BS1235  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 BS1235
 BS1235  VERT ORDER  -  SECOND    CLASS 0
 BS1235
 BS1235.The horizontal coordinates were scaled from a topographic map and have
 BS1235.an estimated accuracy of +/- 6 seconds.
 BS1235
 BS1235.The orthometric height was determined by differential leveling
 BS1235.and adjusted by the National Geodetic Survey in June 1991..
 BS1235
 BS1235.The geoid height was determined by GEOID03.
 BS1235
 BS1235.The dynamic height is computed by dividing the NAVD 88
 BS1235.geopotential number by the normal gravity value computed on the
 BS1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1235.degrees latitude (g = 980.6199 gals.).
 BS1235
 BS1235.The modeled gravity was interpolated from observed gravity values.
 BS1235
 BS1235;                    North         East    Units  Estimated Accuracy
 BS1235;SPC GA W     -   139,210.      762,750.      MT  (+/- 180 meters Scaled)
 BS1235
 BS1235                          SUPERSEDED SURVEY CONTROL
 BS1235
 BS1235.No superseded survey control is available for this station.
 BS1235
 BS1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ611604(NAD 83)
 BS1235_MARKER: DD = SURVEY DISK
 BS1235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1235_SP_SET: BRIDGE
 BS1235_STAMPING: 76 WLC 1972
 BS1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1235
 BS1235  HISTORY     - Date     Condition        Report By
 BS1235  HISTORY     - 1972     MONUMENTED       USGS
 BS1235  HISTORY     - 1973     GOOD             NGS
 BS1235
 BS1235                          STATION DESCRIPTION
 BS1235
 BS1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1235'2.95 MI SW FROM LENOX.
 BS1235'ABOUT 2.95 MILES SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1235'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1235'LENOX, 125 YARDS WEST OF THE CENTER OF THE JUNCTION OF KINARD BRIDGE
 BS1235'ROAD AND BARNEYVILLE ROAD, 18 1/2 FEET NORTH OF THE CENTER LINE OF
 BS1235'KINARD BRIDGE ROAD, SET IN THE TOP AND 0.6 FOOT SOUTHWEST OF THE
 BS1235'NORTHEAST END OF THE NORTHEAST CONCRETE WING WALL FOR A CONCRETE
 BS1235'BRIDGE OVER LITTLE RIVER, ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7079 ***********************************************************************
 AB7079  DESIGNATION -  760 NDS
 AB7079  PID         -  AB7079
 AB7079  STATE/COUNTY-  GA/DOUGHERTY
 AB7079  USGS QUAD   -  ALBANY WEST (1988)
 AB7079
 AB7079                         *CURRENT SURVEY CONTROL
 AB7079  ___________________________________________________________________
 AB7079* NAD 83(1986)-  31 35 59.     (N)    084 13 10.     (W)     SCALED    
 AB7079* NAVD 88     -        68.651  (meters)     225.23   (feet)  ADJUSTED  
 AB7079  ___________________________________________________________________
 AB7079  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB7079  DYNAMIC HT  -          68.569 (meters)     224.96  (feet)  COMP
 AB7079  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 AB7079
 AB7079  VERT ORDER  -  SECOND    CLASS II
 AB7079
 AB7079.The horizontal coordinates were scaled from a topographic map and have
 AB7079.an estimated accuracy of +/- 6 seconds.
 AB7079
 AB7079.The orthometric height was determined by differential leveling
 AB7079.and adjusted by the National Geodetic Survey in November 1996..
 AB7079
 AB7079.The geoid height was determined by GEOID03.
 AB7079
 AB7079.The dynamic height is computed by dividing the NAVD 88
 AB7079.geopotential number by the normal gravity value computed on the
 AB7079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7079.degrees latitude (g = 980.6199 gals.).
 AB7079
 AB7079.The modeled gravity was interpolated from observed gravity values.
 AB7079
 AB7079;                    North         East    Units  Estimated Accuracy
 AB7079;SPC GA W     -   177,340.      694,990.      MT  (+/- 180 meters Scaled)
 AB7079
 AB7079                          SUPERSEDED SURVEY CONTROL
 AB7079
 AB7079.No superseded survey control is available for this station.
 AB7079
 AB7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV638994(NAD 83)
 AB7079_MARKER: A = ALUMINUM MARKER
 AB7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7079_STAMPING: 760 NDS 1990
 AB7079_MARK LOGO: ALBDOU
 AB7079_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7079+STABILITY: SURFACE MOTION
 AB7079
 AB7079  HISTORY     - Date     Condition        Report By
 AB7079  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7079
 AB7079                          STATION DESCRIPTION
 AB7079
 AB7079'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7079'MARK IS 3.5 MILES (5.6 KM) WEST OF ALBANY, IN MEDIAN NORTH OF THE
 AB7079'INTERSECTION OF WESTOVER AVENUE AND WESTGATE STREET, 1.0 MILE (1.6 KM)
 AB7079'NORTH OF STATE ROUTE 234 GILLIONVILLE RD, 16.9 FT (5.2 M) NORTH OF
 AB7079'EDGE PAVEMENT OF CROSSOVER, 32.7 FT (10.0 M) WEST OF NORTHBOUND LANES
 AB7079'OF WESTOVER, 41 FT (12.5 M) EAST OF SOUTHBOUND LANES OF WESTOVER, SET
 AB7079'IN GRASSY AREA FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7080 ***********************************************************************
 AB7080  DESIGNATION -  761 NDS
 AB7080  PID         -  AB7080
 AB7080  STATE/COUNTY-  GA/DOUGHERTY
 AB7080  USGS QUAD   -  ALBANY WEST (1988)
 AB7080
 AB7080                         *CURRENT SURVEY CONTROL
 AB7080  ___________________________________________________________________
 AB7080* NAD 83(1986)-  31 35 10.     (N)    084 13 13.     (W)     SCALED    
 AB7080* NAVD 88     -        62.843  (meters)     206.18   (feet)  ADJUSTED  
 AB7080  ___________________________________________________________________
 AB7080  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB7080  DYNAMIC HT  -          62.768 (meters)     205.93  (feet)  COMP
 AB7080  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 AB7080
 AB7080  VERT ORDER  -  SECOND    CLASS II
 AB7080
 AB7080.The horizontal coordinates were scaled from a topographic map and have
 AB7080.an estimated accuracy of +/- 6 seconds.
 AB7080
 AB7080.The orthometric height was determined by differential leveling
 AB7080.and adjusted by the National Geodetic Survey in November 1996..
 AB7080
 AB7080.The geoid height was determined by GEOID03.
 AB7080
 AB7080.The dynamic height is computed by dividing the NAVD 88
 AB7080.geopotential number by the normal gravity value computed on the
 AB7080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7080.degrees latitude (g = 980.6199 gals.).
 AB7080
 AB7080.The modeled gravity was interpolated from observed gravity values.
 AB7080
 AB7080;                    North         East    Units  Estimated Accuracy
 AB7080;SPC GA W     -   175,830.      694,910.      MT  (+/- 180 meters Scaled)
 AB7080
 AB7080                          SUPERSEDED SURVEY CONTROL
 AB7080
 AB7080.No superseded survey control is available for this station.
 AB7080
 AB7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV637979(NAD 83)
 AB7080_MARKER: A = ALUMINUM MARKER
 AB7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7080_STAMPING: 761 NDS 1990
 AB7080_MARK LOGO: ALBDOU
 AB7080_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7080+STABILITY: SURFACE MOTION
 AB7080
 AB7080  HISTORY     - Date     Condition        Report By
 AB7080  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7080
 AB7080                          STATION DESCRIPTION
 AB7080
 AB7080'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7080'MARK IS IN WEST ALBANY, IN NORTHWEST QUADRANT OF INTERSECTION OF
 AB7080'WESTOVER BLVD AND GILLIONVILLE ROAD STATE ROUTE 234, 2.6 MILES (4.2
 AB7080'KM) WEST ALONG SR 234 FROM SLAPPEY BLVD, 1.3 FT (0.4 M) NORTHWEST OF
 AB7080'BACK OF CURB, 21.4 FT (6.5 M) NORTHEAST OF POWERPOLE WITH STREET LIGHT
 AB7080'AND TRANSFORMER, 26.2 FT (8.0 M) EAST-NORTHEAST OF A FIRE HYDRANT.
 AB7080'SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7083 ***********************************************************************
 AB7083  DESIGNATION -  762 NDS
 AB7083  PID         -  AB7083
 AB7083  STATE/COUNTY-  GA/DOUGHERTY
 AB7083  USGS QUAD   -  ALBANY WEST (1988)
 AB7083
 AB7083                         *CURRENT SURVEY CONTROL
 AB7083  ___________________________________________________________________
 AB7083* NAD 83(1986)-  31 35 09.     (N)    084 14 14.     (W)     SCALED    
 AB7083* NAVD 88     -        62.692  (meters)     205.68   (feet)  ADJUSTED  
 AB7083  ___________________________________________________________________
 AB7083  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AB7083  DYNAMIC HT  -          62.617 (meters)     205.44  (feet)  COMP
 AB7083  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 AB7083
 AB7083  VERT ORDER  -  SECOND    CLASS II
 AB7083
 AB7083.The horizontal coordinates were scaled from a topographic map and have
 AB7083.an estimated accuracy of +/- 6 seconds.
 AB7083
 AB7083.The orthometric height was determined by differential leveling
 AB7083.and adjusted by the National Geodetic Survey in November 1996..
 AB7083
 AB7083.The geoid height was determined by GEOID03.
 AB7083
 AB7083.The dynamic height is computed by dividing the NAVD 88
 AB7083.geopotential number by the normal gravity value computed on the
 AB7083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7083.degrees latitude (g = 980.6199 gals.).
 AB7083
 AB7083.The modeled gravity was interpolated from observed gravity values.
 AB7083
 AB7083;                    North         East    Units  Estimated Accuracy
 AB7083;SPC GA W     -   175,800.      693,300.      MT  (+/- 180 meters Scaled)
 AB7083
 AB7083                          SUPERSEDED SURVEY CONTROL
 AB7083
 AB7083.No superseded survey control is available for this station.
 AB7083
 AB7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV621978(NAD 83)
 AB7083_MARKER: A = ALUMINUM MARKER
 AB7083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7083_SP_SET: HEADWALL
 AB7083_STAMPING: 762 NDS 1990
 AB7083_MARK LOGO: ALBDOU
 AB7083_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7083+STABILITY: SURFACE MOTION
 AB7083
 AB7083  HISTORY     - Date     Condition        Report By
 AB7083  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7083
 AB7083                          STATION DESCRIPTION
 AB7083
 AB7083'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7083'MARK IS IN WEST ALBANY ON SOUTH HEADWALL OF 48-INCH RCP CROSSING UNDER
 AB7083'HIGHWAY 234, 3.6 MILES (5.8 KM) WEST OF SLAPPEY BLVD, 1.0 MI (1.6 KM)
 AB7083'WEST OF JUNCTION WITH WESTOVER BLVD, JUST EAST OF WHERE BEATTIE RD
 AB7083'COMES IN FROM THE NORTH AND SR 234 NARROWS FROM 5 LANES TO 2 LANES, IN
 AB7083'TOP OF EAST END OF HEADWALL, 8.3 FT (2.5 M) SW OF A RIGHT-OF-WAY
 AB7083'MONUMENT, 21.2 FT (6.5 M) EAST OF LARGE WOOD POWERPOLE, 20 FT (6.1 M)
 AB7083'SOUTH OF BACK CURB OF HWY 234, 11.8 FT (3.6 M) SOUTH OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7077 ***********************************************************************
 AB7077  DESIGNATION -  763 NDS
 AB7077  PID         -  AB7077
 AB7077  STATE/COUNTY-  GA/DOUGHERTY
 AB7077  USGS QUAD   -  ALBANY WEST (1988)
 AB7077
 AB7077                         *CURRENT SURVEY CONTROL
 AB7077  ___________________________________________________________________
 AB7077* NAD 83(1986)-  31 37 24.     (N)    084 12 56.     (W)     SCALED    
 AB7077* NAVD 88     -        75.745  (meters)     248.51   (feet)  ADJUSTED  
 AB7077  ___________________________________________________________________
 AB7077  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AB7077  DYNAMIC HT  -          75.654 (meters)     248.21  (feet)  COMP
 AB7077  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 AB7077
 AB7077  VERT ORDER  -  SECOND    CLASS II
 AB7077
 AB7077.The horizontal coordinates were scaled from a topographic map and have
 AB7077.an estimated accuracy of +/- 6 seconds.
 AB7077
 AB7077.The orthometric height was determined by differential leveling
 AB7077.and adjusted by the National Geodetic Survey in November 1996..
 AB7077
 AB7077.The geoid height was determined by GEOID03.
 AB7077
 AB7077.The dynamic height is computed by dividing the NAVD 88
 AB7077.geopotential number by the normal gravity value computed on the
 AB7077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7077.degrees latitude (g = 980.6199 gals.).
 AB7077
 AB7077.The modeled gravity was interpolated from observed gravity values.
 AB7077
 AB7077;                    North         East    Units  Estimated Accuracy
 AB7077;SPC GA W     -   179,960.      695,360.      MT  (+/- 180 meters Scaled)
 AB7077
 AB7077                          SUPERSEDED SURVEY CONTROL
 AB7077
 AB7077.No superseded survey control is available for this station.
 AB7077
 AB7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA641020(NAD 83)
 AB7077_MARKER: A = ALUMINUM MARKER
 AB7077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7077_STAMPING: 763 NDS 1990
 AB7077_MARK LOGO: ALBDOU
 AB7077_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7077+STABILITY: SURFACE MOTION
 AB7077
 AB7077  HISTORY     - Date     Condition        Report By
 AB7077  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7077
 AB7077                          STATION DESCRIPTION
 AB7077
 AB7077'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7077'MARK IS NEAR LEE COUNTY LINE NORTH OF ALBANY.  TO REACH FROM THE
 AB7077'INTERSECTION OF DAWSON RD AND WESTOVER BLVD ABOUT 0.5 MILE (0.8 KM) NW
 AB7077'ALONG DAWSON RD FROM ALBANY MALL, PROCEED 0.5 MILE (0.8 KM) NW ALONG
 AB7077'DAWSON RD TO LEE COUNTY LINE AND LARGE INTERSECTION, JUNCTION WITH
 AB7077'4-LANE US 82.  CONTINUE NORTHERLY, FOLLOWING SIGNS FOR US 82 WEST, FOR
 AB7077'0.35 MILE (0.56 KM) TO LEDO RD TURNING OFF TO RIGHT.  TURN RIGHT HERE
 AB7077'AND FOLLOW LEDO RD 1.05 MI (1.69 KM) SE AND THEN EAST TO MARK ON THE
 AB7077'LEFT, SOUTH OF PECAN GROVE, 191 FT (58.2 M) WEST OF A LANE TO GROVE
 AB7077'AND OF A LINE THROUGH MIDDLE OF TRANSFORMER BOX 2767 ON SOUTH SIDE OF
 AB7077'RD, 4.1 FT (1.2 M) SOUTH OF WOVEN WIRE FENCE, 43.1 FT (13.1 M) NORTH
 AB7077'OF LEDO RD, 31 FT (9.4 M) NORTH OF EDGE PAVEMENT, 15 FT (4.6 M) NORTH
 AB7077'OF C/L DRAIN DITCH.  SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7076 ***********************************************************************
 AB7076  DESIGNATION -  764 NDS
 AB7076  PID         -  AB7076
 AB7076  STATE/COUNTY-  GA/DOUGHERTY
 AB7076  USGS QUAD   -  ALBANY WEST (1988)
 AB7076
 AB7076                         *CURRENT SURVEY CONTROL
 AB7076  ___________________________________________________________________
 AB7076* NAD 83(1986)-  31 37 24.     (N)    084 12 14.     (W)     SCALED    
 AB7076* NAVD 88     -        71.750  (meters)     235.40   (feet)  ADJUSTED  
 AB7076  ___________________________________________________________________
 AB7076  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AB7076  DYNAMIC HT  -          71.664 (meters)     235.12  (feet)  COMP
 AB7076  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 AB7076
 AB7076  VERT ORDER  -  SECOND    CLASS II
 AB7076
 AB7076.The horizontal coordinates were scaled from a topographic map and have
 AB7076.an estimated accuracy of +/- 6 seconds.
 AB7076
 AB7076.The orthometric height was determined by differential leveling
 AB7076.and adjusted by the National Geodetic Survey in November 1996..
 AB7076
 AB7076.The geoid height was determined by GEOID03.
 AB7076
 AB7076.The dynamic height is computed by dividing the NAVD 88
 AB7076.geopotential number by the normal gravity value computed on the
 AB7076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7076.degrees latitude (g = 980.6199 gals.).
 AB7076
 AB7076.The modeled gravity was interpolated from observed gravity values.
 AB7076
 AB7076;                    North         East    Units  Estimated Accuracy
 AB7076;SPC GA W     -   179,960.      696,470.      MT  (+/- 180 meters Scaled)
 AB7076
 AB7076                          SUPERSEDED SURVEY CONTROL
 AB7076
 AB7076.No superseded survey control is available for this station.
 AB7076
 AB7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA652020(NAD 83)
 AB7076_MARKER: A = ALUMINUM MARKER
 AB7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7076_STAMPING: 764 NDS 1990
 AB7076_MARK LOGO: ALBDOU
 AB7076_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7076+STABILITY: SURFACE MOTION
 AB7076
 AB7076  HISTORY     - Date     Condition        Report By
 AB7076  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7076
 AB7076                          STATION DESCRIPTION
 AB7076
 AB7076'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7076'MARK LOCATED IN NORTH DOUGHERTY COUNTY JUST NORTH OF ALBANY, 1.85 MI
 AB7076'(2.98 KM) EAST ALONG LEDO RD FROM JUNCTION OF US 82 WEST AND LEDO
 AB7076'ROAD, ON THE LEFT, NORTH OF T-INTERSECTION WITH NOTTINGHAM WAY, 43.2
 AB7076'FT (13.2 M) NORTH OF C/L LEDO ROAD, 97.3 FT (29.7 M) NORTHEAST OF FIRE
 AB7076'HYDRANT ACROSS LEDO STREET, 30 FT (9.1 M) WEST OF 6-INCH CHERRY TREE,
 AB7076'SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7074 ***********************************************************************
 AB7074  DESIGNATION -  765 NDS
 AB7074  PID         -  AB7074
 AB7074  STATE/COUNTY-  GA/DOUGHERTY
 AB7074  USGS QUAD   -  ALBANY WEST (1988)
 AB7074
 AB7074                         *CURRENT SURVEY CONTROL
 AB7074  ___________________________________________________________________
 AB7074* NAD 83(1986)-  31 36 43.     (N)    084 10 38.     (W)     SCALED    
 AB7074* NAVD 88     -        60.752  (meters)     199.32   (feet)  ADJUSTED  
 AB7074  ___________________________________________________________________
 AB7074  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AB7074  DYNAMIC HT  -          60.679 (meters)     199.08  (feet)  COMP
 AB7074  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 AB7074
 AB7074  VERT ORDER  -  SECOND    CLASS II
 AB7074
 AB7074.The horizontal coordinates were scaled from a topographic map and have
 AB7074.an estimated accuracy of +/- 6 seconds.
 AB7074
 AB7074.The orthometric height was determined by differential leveling
 AB7074.and adjusted by the National Geodetic Survey in November 1996..
 AB7074
 AB7074.The geoid height was determined by GEOID03.
 AB7074
 AB7074.The dynamic height is computed by dividing the NAVD 88
 AB7074.geopotential number by the normal gravity value computed on the
 AB7074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7074.degrees latitude (g = 980.6199 gals.).
 AB7074
 AB7074.The modeled gravity was interpolated from observed gravity values.
 AB7074
 AB7074;                    North         East    Units  Estimated Accuracy
 AB7074;SPC GA W     -   178,690.      699,000.      MT  (+/- 180 meters Scaled)
 AB7074
 AB7074                          SUPERSEDED SURVEY CONTROL
 AB7074
 AB7074.No superseded survey control is available for this station.
 AB7074
 AB7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA677008(NAD 83)
 AB7074_MARKER: A = ALUMINUM MARKER
 AB7074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7074_STAMPING: 765 NDS 1990
 AB7074_MARK LOGO: ALBDOU
 AB7074_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7074+STABILITY: SURFACE MOTION
 AB7074
 AB7074  HISTORY     - Date     Condition        Report By
 AB7074  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7074
 AB7074                          STATION DESCRIPTION
 AB7074
 AB7074'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7074'MARK IS LOCATED IN NORTH ALBANY AT NW OR WEST QUADRANT OF INTERSECTION
 AB7074'OF SLAPPEY BLVD AND PALMYRA ROAD, AT ELKS LODGE NUMBER 713, 2 FT (0.6
 AB7074'M) SOUTHWEST OF GUY WIRE ANCHOR, 12.5 FT (3.8 M) SOUTHWEST OF BACK OF
 AB7074'CURB FOR PALMYRA ROAD, 6.6 FT (2.0 M) ESE OF BRICK SIGN BASE (B.P.O.E.
 AB7074'SIGN), SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7072 ***********************************************************************
 AB7072  DESIGNATION -  766 NDS
 AB7072  PID         -  AB7072
 AB7072  STATE/COUNTY-  GA/DOUGHERTY
 AB7072  USGS QUAD   -  ALBANY WEST (1988)
 AB7072
 AB7072                         *CURRENT SURVEY CONTROL
 AB7072  ___________________________________________________________________
 AB7072* NAD 83(1986)-  31 36 57.     (N)    084 10 34.     (W)     SCALED    
 AB7072* NAVD 88     -        65.351  (meters)     214.41   (feet)  ADJUSTED  
 AB7072  ___________________________________________________________________
 AB7072  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AB7072  DYNAMIC HT  -          65.273 (meters)     214.15  (feet)  COMP
 AB7072  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 AB7072
 AB7072  VERT ORDER  -  SECOND    CLASS II
 AB7072
 AB7072.The horizontal coordinates were scaled from a topographic map and have
 AB7072.an estimated accuracy of +/- 6 seconds.
 AB7072
 AB7072.The orthometric height was determined by differential leveling
 AB7072.and adjusted by the National Geodetic Survey in November 1996..
 AB7072
 AB7072.The geoid height was determined by GEOID03.
 AB7072
 AB7072.The dynamic height is computed by dividing the NAVD 88
 AB7072.geopotential number by the normal gravity value computed on the
 AB7072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7072.degrees latitude (g = 980.6199 gals.).
 AB7072
 AB7072.The modeled gravity was interpolated from observed gravity values.
 AB7072
 AB7072;                    North         East    Units  Estimated Accuracy
 AB7072;SPC GA W     -   179,120.      699,100.      MT  (+/- 180 meters Scaled)
 AB7072
 AB7072                          SUPERSEDED SURVEY CONTROL
 AB7072
 AB7072.No superseded survey control is available for this station.
 AB7072
 AB7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA678013(NAD 83)
 AB7072_MARKER: A = ALUMINUM MARKER
 AB7072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7072_STAMPING: 766 NDS 1990
 AB7072_MARK LOGO: ALBDOU
 AB7072_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7072+STABILITY: SURFACE MOTION
 AB7072
 AB7072  HISTORY     - Date     Condition        Report By
 AB7072  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7072
 AB7072                          STATION DESCRIPTION
 AB7072
 AB7072'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7072'MARK IS LOCATED IN NORTH ALBANY AT US 82 LIBERTY EXPRESSWAY OVERPASS
 AB7072'CROSSING NORTH END OF US BUSINESS 19 SLAPPEY BLVD, AT SE CORNER OF
 AB7072'OVERPASS, 15.4 FT (4.7 M) EAST OF BACK OF CURB FOR SLAPPEY BLVD, 47.1
 AB7072'FT (14.4 M) NNW OF POWERPOLE, 1.5 FT (0.5 M) SW OF SOUTH END OF
 AB7072'GUARDRAIL, SET 0.25 FT (7.62 CM) BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7081 ***********************************************************************
 AB7081  DESIGNATION -  767 NDS
 AB7081  PID         -  AB7081
 AB7081  STATE/COUNTY-  GA/DOUGHERTY
 AB7081  USGS QUAD   -  ALBANY WEST (1988)
 AB7081
 AB7081                         *CURRENT SURVEY CONTROL
 AB7081  ___________________________________________________________________
 AB7081* NAD 83(1986)-  31 36 46.     (N)    084 11 20.     (W)     SCALED    
 AB7081* NAVD 88     -        67.193  (meters)     220.45   (feet)  ADJUSTED  
 AB7081  ___________________________________________________________________
 AB7081  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB7081  DYNAMIC HT  -          67.112 (meters)     220.18  (feet)  COMP
 AB7081  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 AB7081
 AB7081  VERT ORDER  -  SECOND    CLASS II
 AB7081
 AB7081.The horizontal coordinates were scaled from a topographic map and have
 AB7081.an estimated accuracy of +/- 6 seconds.
 AB7081
 AB7081.The orthometric height was determined by differential leveling
 AB7081.and adjusted by the National Geodetic Survey in November 1996..
 AB7081
 AB7081.The geoid height was determined by GEOID03.
 AB7081
 AB7081.The dynamic height is computed by dividing the NAVD 88
 AB7081.geopotential number by the normal gravity value computed on the
 AB7081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7081.degrees latitude (g = 980.6199 gals.).
 AB7081
 AB7081.The modeled gravity was interpolated from observed gravity values.
 AB7081
 AB7081;                    North         East    Units  Estimated Accuracy
 AB7081;SPC GA W     -   178,790.      697,890.      MT  (+/- 180 meters Scaled)
 AB7081
 AB7081                          SUPERSEDED SURVEY CONTROL
 AB7081
 AB7081.No superseded survey control is available for this station.
 AB7081
 AB7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA666009(NAD 83)
 AB7081_MARKER: A = ALUMINUM MARKER
 AB7081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7081_STAMPING: 767 NDS 1990
 AB7081_MARK LOGO: ALBDOU
 AB7081_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7081+STABILITY: SURFACE MOTION
 AB7081
 AB7081  HISTORY     - Date     Condition        Report By
 AB7081  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7081
 AB7081                          STATION DESCRIPTION
 AB7081
 AB7081'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7081'MARK IS LOCATED IN ALBANY 0.7 MI (1.1 KM) EAST ON STUART AVENUE FROM
 AB7081'ITS JUNCTION WITH NOTTINGHAM WAY, ON THE LEFT IN WALB-TV STUDIO LAWN,
 AB7081'AT 1709 ADDRESS SIGN, 18.1 FT (5.5 M) NORTH OF BACK OF CURB FOR STUART
 AB7081'AVE, 55.6 FT (16.9 M) ESE OF FIRE HYDRANT, 66 FT (20.1 M) WEST OF C/L
 AB7081'OF EAST DRIVE FOR TV STATION, 1 FT (0.3 M) SOUTH OF SIGN AND BETWEEN
 AB7081'SIGN AND RD, 0.2 FT (6.1 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0789 ***********************************************************************
 BC0789  DESIGNATION -  77 CMP
 BC0789  PID         -  BC0789
 BC0789  STATE/COUNTY-  GA/CAMDEN
 BC0789  USGS QUAD   -  KINGS FERRY (1992)
 BC0789
 BC0789                         *CURRENT SURVEY CONTROL
 BC0789  ___________________________________________________________________
 BC0789* NAD 83(1986)-  30 48 31.     (N)    081 49 52.     (W)     SCALED    
 BC0789* NAVD 88     -         5.546  (meters)      18.20   (feet)  ADJUSTED  
 BC0789  ___________________________________________________________________
 BC0789  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BC0789  DYNAMIC HT  -           5.539 (meters)      18.17  (feet)  COMP
 BC0789  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 BC0789
 BC0789  VERT ORDER  -  FIRST     CLASS I
 BC0789
 BC0789.The horizontal coordinates were scaled from a topographic map and have
 BC0789.an estimated accuracy of +/- 6 seconds.
 BC0789
 BC0789.The orthometric height was determined by differential leveling
 BC0789.and adjusted by the National Geodetic Survey in June 1991..
 BC0789
 BC0789.The geoid height was determined by GEOID03.
 BC0789
 BC0789.The dynamic height is computed by dividing the NAVD 88
 BC0789.geopotential number by the normal gravity value computed on the
 BC0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0789.degrees latitude (g = 980.6199 gals.).
 BC0789
 BC0789.The modeled gravity was interpolated from observed gravity values.
 BC0789
 BC0789;                    North         East    Units  Estimated Accuracy
 BC0789;SPC GA E     -    89,680.      232,110.      MT  (+/- 180 meters Scaled)
 BC0789
 BC0789                          SUPERSEDED SURVEY CONTROL
 BC0789
 BC0789.No superseded survey control is available for this station.
 BC0789
 BC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ204086(NAD 83)
 BC0789_MARKER: DD = SURVEY DISK
 BC0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0789_STAMPING: 77 CMP 1970
 BC0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0789+STABILITY: SURFACE MOTION
 BC0789
 BC0789  HISTORY     - Date     Condition        Report By
 BC0789  HISTORY     - 1970     MONUMENTED       USGS
 BC0789  HISTORY     - 1975     GOOD             NGS
 BC0789  HISTORY     - 20030916 MARK NOT FOUND   GADT
 BC0789
 BC0789                          STATION DESCRIPTION
 BC0789
 BC0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0789'8.5 MI NW FROM KINGSLAND.
 BC0789'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 BC0789'OF U.S. HIGHWAY 17 TO THE INTERSECTION OF A DIRT ROAD CROSSING.
 BC0789'41.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 40, 18.0
 BC0789'FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD LEADING
 BC0789'SOUTHWEST, 12.0 FEET NORTHEAST OF A TELEPHONE POLE, 1.0 FEET
 BC0789'SOUTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 BC0789'POST PROJECTING 1 INCH AND ABOUT 2.0 FEET BELOW THE LEVEL OF THE
 BC0789'HIGHWAY.
 BC0789
 BC0789                          STATION RECOVERY (2003)
 BC0789
 BC0789'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0186 ***********************************************************************
 EE0186  DESIGNATION -  771.2
 EE0186  PID         -  EE0186
 EE0186  STATE/COUNTY-  GA/BARTOW
 EE0186  USGS QUAD   -  CARTERSVILLE (1992)
 EE0186
 EE0186                         *CURRENT SURVEY CONTROL
 EE0186  ___________________________________________________________________
 EE0186* NAD 83(1986)-  34 09 56.     (N)    084 47 51.     (W)     SCALED    
 EE0186* NAVD 88     -       235.07   (+/-2cm)     771.2    (feet)  VERTCON   
 EE0186  ___________________________________________________________________
 EE0186  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0186
 EE0186  VERT ORDER  -  ? (See Below)
 EE0186
 EE0186.The horizontal coordinates were scaled from a topographic map and have
 EE0186.an estimated accuracy of +/- 6 seconds.
 EE0186
 EE0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0186.The vertical order pertains to the NGVD 29 superseded value.
 EE0186
 EE0186.The geoid height was determined by GEOID03.
 EE0186
 EE0186;                    North         East    Units  Estimated Accuracy
 EE0186;SPC GA W     -   462,050.      641,840.      MT  (+/- 180 meters Scaled)
 EE0186
 EE0186                          SUPERSEDED SURVEY CONTROL
 EE0186
 EE0186  NGVD 29 (??/??/92)  235.051  (m)          771.16   (f) ADJ UNCH    ?  
 EE0186
 EE0186.Superseded values are not recommended for survey control.
 EE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0186.See file dsdata.txt to determine how the superseded data were derived.
 EE0186
 EE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC030827(NAD 83)
 EE0186_MARKER: DD = SURVEY DISK
 EE0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0186_SP_SET: CURB
 EE0186_STAMPING: 771.163
 EE0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0186
 EE0186  HISTORY     - Date     Condition        Report By
 EE0186  HISTORY     - UNK      MONUMENTED       GAGS
 EE0186  HISTORY     - 1972     POOR             NGS
 EE0186  HISTORY     - 20010828 POOR             GADT
 EE0186  HISTORY     - 20050112 POOR             GEOCAC
 EE0186
 EE0186                          STATION DESCRIPTION
 EE0186
 EE0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0186'AT CARTERSVILLE.
 EE0186'AT CARTERSVILLE, AT THE COUNTY COURTHOUSE, 45 FEET SOUTH-SOUTHEAST
 EE0186'OF THE SOUTH-SOUTHEAST EDGE OF THE STEPS LEADING UP FROM THE
 EE0186'SIDEWALK ON ERWIN STREET TO THE SIDEWALK LEADING TO THE EAST
 EE0186'ENTRANCE TO THE COURTHOUSE, 18 FEET WEST-SOUTHWEST OF THE CENTER
 EE0186'LINE OF ERWIN STREET, SET IN THE TOP OF THE WEST-SOUTHWEST CURB
 EE0186'OF THE STREET, 84 FEET NORTH OF THE CENTER OF THE INTERSECTION
 EE0186'OF ERWIN AND CHEROKEE STREETS, 41 1/2 FEET NORTHEAST OF THE EAST
 EE0186'CORNER OF THE FOUNDATION FOR THE CONFEDERATE MONUMENT WHICH IS
 EE0186'LOCATED IN THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN.  NOTE--
 EE0186'THE MARK IS SET IN A CURB AND THE CURB IS CRACKED UNDER THE DISK.
 EE0186
 EE0186                          STATION RECOVERY (2001)
 EE0186
 EE0186'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE0186'THE ELEVATION OF 771.2 DOES NOT AGREE WITH ELEVATION SHOTS FROM '787'
 EE0186' 
 EE0186'(PID EE0185), WHICH YIELDED A RESULT OF 770.79 AS THE ELEVATION AT
 EE0186'POINT '771.2'. '787' PID EE0185 WAS DETERMINED TO BE MORE RELIABLE
 EE0186'THAN 771.2 PID EE0186. 771.2 WAS REPORTED IN POOR CONDITION IN 1972
 EE0186'AND ALSO OF QUESTIONABLE STABILITY.
 EE0186
 EE0186                          STATION RECOVERY (2005)
 EE0186
 EE0186'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE0186'THE CURB IS DEEPLY CRACKED UNDER THE DISK.  HANDHELD COORDINATES ARE
 EE0186'N34-09-57.42 W084-47-50.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7085 ***********************************************************************
 AB7085  DESIGNATION -  772 NDS
 AB7085  PID         -  AB7085
 AB7085  STATE/COUNTY-  GA/DOUGHERTY
 AB7085  USGS QUAD   -  ALBANY WEST (1988)
 AB7085
 AB7085                         *CURRENT SURVEY CONTROL
 AB7085  ___________________________________________________________________
 AB7085* NAD 83(1986)-  31 33 50.     (N)    084 13 24.     (W)     SCALED    
 AB7085* NAVD 88     -        59.946  (meters)     196.67   (feet)  ADJUSTED  
 AB7085  ___________________________________________________________________
 AB7085  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB7085  DYNAMIC HT  -          59.874 (meters)     196.44  (feet)  COMP
 AB7085  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 AB7085
 AB7085  VERT ORDER  -  SECOND    CLASS II
 AB7085
 AB7085.The horizontal coordinates were scaled from a topographic map and have
 AB7085.an estimated accuracy of +/- 6 seconds.
 AB7085
 AB7085.The orthometric height was determined by differential leveling
 AB7085.and adjusted by the National Geodetic Survey in November 1996..
 AB7085
 AB7085.The geoid height was determined by GEOID03.
 AB7085
 AB7085.The dynamic height is computed by dividing the NAVD 88
 AB7085.geopotential number by the normal gravity value computed on the
 AB7085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7085.degrees latitude (g = 980.6199 gals.).
 AB7085
 AB7085.The modeled gravity was interpolated from observed gravity values.
 AB7085
 AB7085;                    North         East    Units  Estimated Accuracy
 AB7085;SPC GA W     -   173,370.      694,620.      MT  (+/- 180 meters Scaled)
 AB7085
 AB7085                          SUPERSEDED SURVEY CONTROL
 AB7085
 AB7085.No superseded survey control is available for this station.
 AB7085
 AB7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV635954(NAD 83)
 AB7085_MARKER: A = ALUMINUM MARKER
 AB7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7085_STAMPING: 772 NDS 1990
 AB7085_MARK LOGO: ALBDOU
 AB7085_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7085+STABILITY: SURFACE MOTION
 AB7085
 AB7085  HISTORY     - Date     Condition        Report By
 AB7085  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7085
 AB7085                          STATION DESCRIPTION
 AB7085
 AB7085'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7085'MARK IS IN WEST ALBANY, IN GRASS MEDIAN OF WESTOVER BLVD, 1.0 MI (1.6
 AB7085'KM) NORTH OF OAKRIDGE ROAD JUNCTION AND ABOUT 120 FT (36.6 M) NORTH OF
 AB7085'GORDON AVENUE CROSSOVER, 30 FT (9.1 M) WEST OF WESTOVER BLVD
 AB7085'NORTHBOUND LANES, 9.2 FT (2.8 M) NORTHEAST OF DROP INLET IN MEDIAN,
 AB7085'39.8 FT (12.1 M) EAST OF BLVD SOUTHBOUND LANES, SET FLUSH WITH GROUND
 AB7085'IN GRASSED MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7071 ***********************************************************************
 AB7071  DESIGNATION -  773 NDS
 AB7071  PID         -  AB7071
 AB7071  STATE/COUNTY-  GA/DOUGHERTY
 AB7071  USGS QUAD   -  ALBANY WEST (1988)
 AB7071
 AB7071                         *CURRENT SURVEY CONTROL
 AB7071  ___________________________________________________________________
 AB7071* NAD 83(1986)-  31 36 47.     (N)    084 10 00.     (W)     SCALED    
 AB7071* NAVD 88     -        57.466  (meters)     188.54   (feet)  ADJUSTED  
 AB7071  ___________________________________________________________________
 AB7071  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AB7071  DYNAMIC HT  -          57.397 (meters)     188.31  (feet)  COMP
 AB7071  MODELED GRAV-     979,441.2   (mgal)                       NAVD 88
 AB7071
 AB7071  VERT ORDER  -  SECOND    CLASS II
 AB7071
 AB7071.The horizontal coordinates were scaled from a topographic map and have
 AB7071.an estimated accuracy of +/- 6 seconds.
 AB7071
 AB7071.The orthometric height was determined by differential leveling
 AB7071.and adjusted by the National Geodetic Survey in November 1996..
 AB7071
 AB7071.The geoid height was determined by GEOID03.
 AB7071
 AB7071.The dynamic height is computed by dividing the NAVD 88
 AB7071.geopotential number by the normal gravity value computed on the
 AB7071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7071.degrees latitude (g = 980.6199 gals.).
 AB7071
 AB7071.The modeled gravity was interpolated from observed gravity values.
 AB7071
 AB7071;                    North         East    Units  Estimated Accuracy
 AB7071;SPC GA W     -   178,820.      700,000.      MT  (+/- 180 meters Scaled)
 AB7071
 AB7071                          SUPERSEDED SURVEY CONTROL
 AB7071
 AB7071.No superseded survey control is available for this station.
 AB7071
 AB7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA687010(NAD 83)
 AB7071_MARKER: A = ALUMINUM MARKER
 AB7071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7071_SP_SET: HEADWALL
 AB7071_STAMPING: 773 NDS 1990
 AB7071_MARK LOGO: ALBDOU
 AB7071_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7071
 AB7071  HISTORY     - Date     Condition        Report By
 AB7071  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7071  HISTORY     - 19951231 MARK NOT FOUND   NGS
 AB7071
 AB7071                          STATION DESCRIPTION
 AB7071
 AB7071'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7071'MARK IS IN NORTH DOUGHERTY COUNTY, 0.75 MILE (1.21 KM) EAST ON LIBERTY
 AB7071'EXPRESSWAY US 82/50 FROM THE OVERPASS AT US BUSINESS 19 SLAPPEY BLVD,
 AB7071'ON RIGHT IN DRILL HOLE IN TOP OF EAST END OF HEADWALL AT SPILLWAY
 AB7071'NORTH OF LARGE POND, 52.0 FT (15.8 M) SOUTH OF EDGE OF EXPRESSWAY
 AB7071'SHOULDER, 60.2 FT (18.3 M) SOUTH OF SOUTH EDGE OF EASTBOUND EXPRESSWAY
 AB7071'LANES.
 AB7071
 AB7071                          STATION RECOVERY (1995)
 AB7071
 AB7071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB7071'VANDALIZED, TORN OUT, AS OF DECEMBER 1995 OR BEFORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7070 ***********************************************************************
 AB7070  DESIGNATION -  774 NDS
 AB7070  PID         -  AB7070
 AB7070  STATE/COUNTY-  GA/DOUGHERTY
 AB7070  USGS QUAD   -  ALBANY WEST (1988)
 AB7070
 AB7070                         *CURRENT SURVEY CONTROL
 AB7070  ___________________________________________________________________
 AB7070* NAD 83(1986)-  31 35 49.     (N)    084 08 26.     (W)     SCALED    
 AB7070* NAVD 88     -        61.173  (meters)     200.70   (feet)  ADJUSTED  
 AB7070  ___________________________________________________________________
 AB7070  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB7070  DYNAMIC HT  -          61.100 (meters)     200.46  (feet)  COMP
 AB7070  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 AB7070
 AB7070  VERT ORDER  -  SECOND    CLASS II
 AB7070
 AB7070.The horizontal coordinates were scaled from a topographic map and have
 AB7070.an estimated accuracy of +/- 6 seconds.
 AB7070
 AB7070.The orthometric height was determined by differential leveling
 AB7070.and adjusted by the National Geodetic Survey in November 1996..
 AB7070
 AB7070.The geoid height was determined by GEOID03.
 AB7070
 AB7070.The dynamic height is computed by dividing the NAVD 88
 AB7070.geopotential number by the normal gravity value computed on the
 AB7070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7070.degrees latitude (g = 980.6199 gals.).
 AB7070
 AB7070.The modeled gravity was interpolated from observed gravity values.
 AB7070
 AB7070;                    North         East    Units  Estimated Accuracy
 AB7070;SPC GA W     -   177,030.      702,480.      MT  (+/- 180 meters Scaled)
 AB7070
 AB7070                          SUPERSEDED SURVEY CONTROL
 AB7070
 AB7070.No superseded survey control is available for this station.
 AB7070
 AB7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV713993(NAD 83)
 AB7070_MARKER: A = ALUMINUM MARKER
 AB7070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7070_SP_SET: ABUTMENT
 AB7070_STAMPING: 774 NDS 1990
 AB7070_MARK LOGO: ALBDOU
 AB7070_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7070
 AB7070  HISTORY     - Date     Condition        Report By
 AB7070  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7070
 AB7070                          STATION DESCRIPTION
 AB7070
 AB7070'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7070'MARK IS LOCATED IN NORTH DOUGHERTY COUNTY, 2.5 MILES (4.0 KM) SE ALONG
 AB7070'LIBERTY EXPRESSWAY US 82 EAST FROM OVERPASS AT NORTH END OF US
 AB7070'BUSINESS 19 SLAPPEY BLVD, ON BRIDGE OVER FLINT RIVER, THE SECOND OR
 AB7070'MORE EASTERLY OF TWO SUCH BRIDGES, IN DRILL HOLE IN TOP OF SOUTHEAST
 AB7070'ABUTMENT, 10.5 FT (3.2 M) EAST OF END POST OF CHAIN LINK FENCE, 20 FT
 AB7070'(6.1 M) SOUTH OF CENTERLINE EASTBOUND LANES US 82 BYPASS, 3.0 FT (0.9
 AB7070'M) ABOVE ROAD SURFACE AND 0.5 FT (15.2 CM) ABOVE TOP OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7087 ***********************************************************************
 AB7087  DESIGNATION -  776 NDS
 AB7087  PID         -  AB7087
 AB7087  STATE/COUNTY-  GA/DOUGHERTY
 AB7087  USGS QUAD   -  ALBANY WEST (1988)
 AB7087
 AB7087                         *CURRENT SURVEY CONTROL
 AB7087  ___________________________________________________________________
 AB7087* NAD 83(1986)-  31 35 22.     (N)    084 09 23.     (W)     SCALED    
 AB7087* NAVD 88     -        58.123  (meters)     190.69   (feet)  ADJUSTED  
 AB7087  ___________________________________________________________________
 AB7087  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AB7087  DYNAMIC HT  -          58.053 (meters)     190.46  (feet)  COMP
 AB7087  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 AB7087
 AB7087  VERT ORDER  -  SECOND    CLASS II
 AB7087
 AB7087.The horizontal coordinates were scaled from a topographic map and have
 AB7087.an estimated accuracy of +/- 6 seconds.
 AB7087
 AB7087.The orthometric height was determined by differential leveling
 AB7087.and adjusted by the National Geodetic Survey in November 1996..
 AB7087
 AB7087.The geoid height was determined by GEOID03.
 AB7087
 AB7087.The dynamic height is computed by dividing the NAVD 88
 AB7087.geopotential number by the normal gravity value computed on the
 AB7087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7087.degrees latitude (g = 980.6199 gals.).
 AB7087
 AB7087.The modeled gravity was interpolated from observed gravity values.
 AB7087
 AB7087;                    North         East    Units  Estimated Accuracy
 AB7087;SPC GA W     -   176,200.      700,980.      MT  (+/- 180 meters Scaled)
 AB7087
 AB7087                          SUPERSEDED SURVEY CONTROL
 AB7087
 AB7087.No superseded survey control is available for this station.
 AB7087
 AB7087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV698984(NAD 83)
 AB7087_MARKER: A = ALUMINUM MARKER
 AB7087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7087_STAMPING: 776 NDS 1990
 AB7087_MARK LOGO: ALBDOU
 AB7087_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7087+STABILITY: SURFACE MOTION
 AB7087
 AB7087  HISTORY     - Date     Condition        Report By
 AB7087  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7087
 AB7087                          STATION DESCRIPTION
 AB7087
 AB7087'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7087'MARK IS IN ALBANY, JUST NORTH OF DOWNTOWN NEAR HOSPITAL, IN NW
 AB7087'QUADRANT OF INTERSECTION JEFFERSON STREET AND WEST SECOND AVENUE, AT
 AB7087'DOUGHERTY COUNTY EMERGENCY MEDICAL SERVICES HEADQUARTERS BUILDING, 1.2
 AB7087'MILES (1.9 KM) SOUTH ALONG JEFFERSON ST (COMBINED STATE ROUTES 91 AND
 AB7087'133) FROM US 82 OVERPASS, 31.3 FT (9.5 M) WEST OF WEST EDGE OF
 AB7087'SIDEWALK AND 52.7 FT (16.1 M) WEST OF BACK OF CURB FOR JEFFERSON ST.,
 AB7087'77.5 FT (23.6 M) NORTH OF NORTH BACK CURB, WEST SECOND AVE., 1.6 FT
 AB7087'(0.5 M) EAST OF BRICK WALL AT BUILDING ENTRANCE.  SET 0.25 FT (7.62
 AB7087'CM) BELOW GROUND SURFACE, SOD REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7088 ***********************************************************************
 AB7088  DESIGNATION -  777 NDS
 AB7088  PID         -  AB7088
 AB7088  STATE/COUNTY-  GA/DOUGHERTY
 AB7088  USGS QUAD   -  ALBANY WEST (1988)
 AB7088
 AB7088                         *CURRENT SURVEY CONTROL
 AB7088  ___________________________________________________________________
 AB7088* NAD 83(1986)-  31 35 10.     (N)    084 09 23.     (W)     SCALED    
 AB7088* NAVD 88     -        63.442  (meters)     208.14   (feet)  ADJUSTED  
 AB7088  ___________________________________________________________________
 AB7088  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB7088  DYNAMIC HT  -          63.365 (meters)     207.89  (feet)  COMP
 AB7088  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 AB7088
 AB7088  VERT ORDER  -  SECOND    CLASS II
 AB7088
 AB7088.The horizontal coordinates were scaled from a topographic map and have
 AB7088.an estimated accuracy of +/- 6 seconds.
 AB7088
 AB7088.The orthometric height was determined by differential leveling
 AB7088.and adjusted by the National Geodetic Survey in November 1996..
 AB7088
 AB7088.The geoid height was determined by GEOID03.
 AB7088
 AB7088.The dynamic height is computed by dividing the NAVD 88
 AB7088.geopotential number by the normal gravity value computed on the
 AB7088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7088.degrees latitude (g = 980.6199 gals.).
 AB7088
 AB7088.The modeled gravity was interpolated from observed gravity values.
 AB7088
 AB7088;                    North         East    Units  Estimated Accuracy
 AB7088;SPC GA W     -   175,830.      700,980.      MT  (+/- 180 meters Scaled)
 AB7088
 AB7088                          SUPERSEDED SURVEY CONTROL
 AB7088
 AB7088.No superseded survey control is available for this station.
 AB7088
 AB7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV698980(NAD 83)
 AB7088_MARKER: A = ALUMINUM MARKER
 AB7088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7088_STAMPING: 777 NDS 1990
 AB7088_MARK LOGO: ALBDOU
 AB7088_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7088+STABILITY: SURFACE MOTION
 AB7088
 AB7088  HISTORY     - Date     Condition        Report By
 AB7088  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7088  HISTORY     - 20031015 GOOD             GADT
 AB7088
 AB7088                          STATION DESCRIPTION
 AB7088
 AB7088'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7088'MARK IS LOCATED IN ALBANY JUST NORTH OF DOWNTOWN, 0.9 MI (1.4 KM)
 AB7088'NORTH ALONG JEFFERSON ST (COMBINED STATE ROUTES 91 AND 133) FROM THE
 AB7088'JUNCTION OF OGLETHORPE STREET (HWYS 82/62/19), 1.4 MILES (2.3 KM)
 AB7088'SOUTH OF THE US 82 LIBERTY EXPRESSWAY OVERPASS, AT SW BUT POSSIBLY SE
 AB7088'QUADRANT OF INTERSECTION SOCIETY AVENUE, 1.2 FT (0.4 M) SOUTH OF EDGE
 AB7088'SIDEWALK FOR SOUTH SIDE OF SOCIETY AVENUE, 38 FT (11.6 M) SOUTH OF
 AB7088'SOCIETY AVE CENTERLINE, 67 FT (20.4 M) EAST BUT POSSIBLY WEST OF
 AB7088'JEFFERSON ST CENTERLINE, 1.0 FT (0.3 M) WEST OF A STONE WALL, SLIGHTLY
 AB7088'BELOW GROUND.  CONTRADICTION HERE BETWEEN SW QUADRANT OF INTERSECTION
 AB7088'AND EAST OF JEFFERSON ST NOT RESOLVED.
 AB7088
 AB7088                          STATION RECOVERY (2003)
 AB7088
 AB7088'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 AB7088'NOTED AS BEING LOCATED IN THE S.W. QUADRANT OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7068 ***********************************************************************
 AB7068  DESIGNATION -  779 NDS
 AB7068  PID         -  AB7068
 AB7068  STATE/COUNTY-  GA/DOUGHERTY
 AB7068  USGS QUAD   -  ALBANY WEST (1988)
 AB7068
 AB7068                         *CURRENT SURVEY CONTROL
 AB7068  ___________________________________________________________________
 AB7068* NAD 83(1986)-  31 35 34.     (N)    084 07 46.     (W)     SCALED    
 AB7068* NAVD 88     -        57.146  (meters)     187.49   (feet)  ADJUSTED  
 AB7068  ___________________________________________________________________
 AB7068  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB7068  DYNAMIC HT  -          57.077 (meters)     187.26  (feet)  COMP
 AB7068  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 AB7068
 AB7068  VERT ORDER  -  SECOND    CLASS II
 AB7068
 AB7068.The horizontal coordinates were scaled from a topographic map and have
 AB7068.an estimated accuracy of +/- 6 seconds.
 AB7068
 AB7068.The orthometric height was determined by differential leveling
 AB7068.and adjusted by the National Geodetic Survey in November 1996..
 AB7068
 AB7068.The geoid height was determined by GEOID03.
 AB7068
 AB7068.The dynamic height is computed by dividing the NAVD 88
 AB7068.geopotential number by the normal gravity value computed on the
 AB7068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7068.degrees latitude (g = 980.6199 gals.).
 AB7068
 AB7068.The modeled gravity was interpolated from observed gravity values.
 AB7068
 AB7068;                    North         East    Units  Estimated Accuracy
 AB7068;SPC GA W     -   176,570.      703,530.      MT  (+/- 180 meters Scaled)
 AB7068
 AB7068                          SUPERSEDED SURVEY CONTROL
 AB7068
 AB7068.No superseded survey control is available for this station.
 AB7068
 AB7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV723988(NAD 83)
 AB7068_MARKER: A = ALUMINUM MARKER
 AB7068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7068_SP_SET: HEADWALL
 AB7068_STAMPING: 779 NDS 1990
 AB7068_MARK LOGO: ALBDOU
 AB7068_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7068
 AB7068  HISTORY     - Date     Condition        Report By
 AB7068  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7068
 AB7068                          STATION DESCRIPTION
 AB7068
 AB7068'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7068'MARK IS 3 MILES (4.8 KM) ENE OF DOWNTOWN ALBANY, 3.3 MILES (5.3 KM)
 AB7068'EAST AND SE ALONG LIBERTY EXPRESSWAY US HWY 82 EAST FROM OVERPASS AT
 AB7068'NORTH END OF US BUSINESS 19 SLAPPEY BLVD, AT BEGINNING OF BLAYLOCK
 AB7068'STREET EXIT RAMP SOUTH OF BEGIN TAPER POINT, IN DRILL HOLE ON TOP OF
 AB7068'EAST END OF A 6 FT (1.8 M) HEADWALL, 62 FT (18.9 M) SOUTH OF EDGE OF
 AB7068'SHOULDER, 67 FT (20.4 M) SOUTH OF EDGE OF PAVEMENT, AT TOE OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0187 ***********************************************************************
 BD0187  DESIGNATION -  78
 BD0187  PID         -  BD0187
 BD0187  STATE/COUNTY-  GA/CHARLTON
 BD0187  USGS QUAD   -  ST GEORGE (1994)
 BD0187
 BD0187                         *CURRENT SURVEY CONTROL
 BD0187  ___________________________________________________________________
 BD0187* NAD 83(1986)-  30 31 14.     (N)    082 02 15.     (W)     SCALED    
 BD0187* NAVD 88     -        23.506  (meters)      77.12   (feet)  ADJUSTED  
 BD0187  ___________________________________________________________________
 BD0187  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BD0187  DYNAMIC HT  -          23.476 (meters)      77.02  (feet)  COMP
 BD0187  MODELED GRAV-     979,360.8   (mgal)                       NAVD 88
 BD0187
 BD0187  VERT ORDER  -  FIRST     CLASS II
 BD0187
 BD0187.The horizontal coordinates were scaled from a topographic map and have
 BD0187.an estimated accuracy of +/- 6 seconds.
 BD0187
 BD0187.The orthometric height was determined by differential leveling
 BD0187.and adjusted by the National Geodetic Survey in June 1991..
 BD0187
 BD0187.The geoid height was determined by GEOID03.
 BD0187
 BD0187.The dynamic height is computed by dividing the NAVD 88
 BD0187.geopotential number by the normal gravity value computed on the
 BD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0187.degrees latitude (g = 980.6199 gals.).
 BD0187
 BD0187.The modeled gravity was interpolated from observed gravity values.
 BD0187
 BD0187;                    North         East    Units  Estimated Accuracy
 BD0187;SPC GA E     -    57,710.      212,400.      MT  (+/- 180 meters Scaled)
 BD0187
 BD0187                          SUPERSEDED SURVEY CONTROL
 BD0187
 BD0187  NGVD 29 (??/??/92)   23.800  (m)           78.08   (f) ADJ UNCH    1 2
 BD0187
 BD0187.Superseded values are not recommended for survey control.
 BD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0187.See file dsdata.txt to determine how the superseded data were derived.
 BD0187
 BD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP004769(NAD 83)
 BD0187_MARKER: P = PIPE CAP
 BD0187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BD0187_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BD0187_STAMPING: 78
 BD0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0187
 BD0187  HISTORY     - Date     Condition        Report By
 BD0187  HISTORY     - UNK      MONUMENTED       USGS
 BD0187  HISTORY     - 1957     GOOD             NGS
 BD0187
 BD0187                          STATION DESCRIPTION
 BD0187
 BD0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0187'AT ST GEORGE.
 BD0187'AT ST. GEORGE, ALONG THE SOUTHERN RAILWAY, 120 YARDS SOUTH
 BD0187'ALONG STATE HIGHWAY 23 FROM THE POST OFFICE, AT THE CROSSING
 BD0187'OF STATE HIGHWAY 23 AND THE SOUTHERN RAILWAY, 52 FEET WEST OF
 BD0187'THE CENTER LINE OF THE HIGHWAY, 30.3 FEET SOUTH OF THE SOUTH
 BD0187'RAIL OF THE MAIN TRACK, 8 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BD0187'OF A CONCRETE BASE OF A RELAY SWITCH BOX, 2.7 FEET EAST OF
 BD0187'BENCH MARK B-34, 38 1/2 FEET EAST OF THE FIRST TELEPHONE AND
 BD0187'POWER LINE POLE WEST OF THE HIGHWAY, 1 FOOT BELOW THE TOP OF
 BD0187'THE RAIL AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 BD0187'14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0790 ***********************************************************************
 BC0790  DESIGNATION -  78 CMP
 BC0790  PID         -  BC0790
 BC0790  STATE/COUNTY-  GA/CAMDEN
 BC0790  USGS QUAD   -  KINGS FERRY (1992)
 BC0790
 BC0790                         *CURRENT SURVEY CONTROL
 BC0790  ___________________________________________________________________
 BC0790* NAD 83(1986)-  30 48 29.     (N)    081 49 10.     (W)     SCALED    
 BC0790* NAVD 88     -         5.916  (meters)      19.41   (feet)  ADJUSTED  
 BC0790  ___________________________________________________________________
 BC0790  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BC0790  DYNAMIC HT  -           5.909 (meters)      19.39  (feet)  COMP
 BC0790  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 BC0790
 BC0790  VERT ORDER  -  FIRST     CLASS I
 BC0790
 BC0790.The horizontal coordinates were scaled from a topographic map and have
 BC0790.an estimated accuracy of +/- 6 seconds.
 BC0790
 BC0790.The orthometric height was determined by differential leveling
 BC0790.and adjusted by the National Geodetic Survey in June 1991..
 BC0790
 BC0790.The geoid height was determined by GEOID03.
 BC0790
 BC0790.The dynamic height is computed by dividing the NAVD 88
 BC0790.geopotential number by the normal gravity value computed on the
 BC0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0790.degrees latitude (g = 980.6199 gals.).
 BC0790
 BC0790.The modeled gravity was interpolated from observed gravity values.
 BC0790
 BC0790;                    North         East    Units  Estimated Accuracy
 BC0790;SPC GA E     -    89,620.      233,220.      MT  (+/- 180 meters Scaled)
 BC0790
 BC0790                          SUPERSEDED SURVEY CONTROL
 BC0790
 BC0790.No superseded survey control is available for this station.
 BC0790
 BC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ216086(NAD 83)
 BC0790_MARKER: DD = SURVEY DISK
 BC0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0790_SP_SET: BRIDGE
 BC0790_STAMPING: 78 CMP 1970
 BC0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0790
 BC0790  HISTORY     - Date     Condition        Report By
 BC0790  HISTORY     - 1970     MONUMENTED       USGS
 BC0790  HISTORY     - 1975     GOOD             NGS
 BC0790  HISTORY     - 20030916 MARK NOT FOUND   GADT
 BC0790
 BC0790                          STATION DESCRIPTION
 BC0790
 BC0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0790'7.8 MI NW FROM KINGSLAND.
 BC0790'7.75 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 BC0790'OF U.S. HIGHWAY 17 AT KINGSLAND.  SET IN THE TOP OF THE EAST END
 BC0790'OF THE NORTH CONCRETE GUARD RAIL OF A 61.0 FOOT CONCRETE BRIDGE
 BC0790'OVER DRY BED CREEK.  11.9 FEET NORTH OF THE CENTERLINE OF THE
 BC0790'HWY., 1.0 FEET ABOVE THE LEVEL OF THE HWY.
 BC0790
 BC0790                          STATION RECOVERY (2003)
 BC0790
 BC0790'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0790'LIKELY DESTROYED, BECAUSE BRIDGE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2294 ***********************************************************************
 BT2294  DESIGNATION -  78 NDS
 BT2294  PID         -  BT2294
 BT2294  STATE/COUNTY-  GA/DOUGHERTY
 BT2294  USGS QUAD   -  ALBANY WEST (1988)
 BT2294
 BT2294                         *CURRENT SURVEY CONTROL
 BT2294  ___________________________________________________________________
 BT2294* NAD 83(1994)-  31 37 02.07624(N)    084 08 16.52595(W)     ADJUSTED  
 BT2294* NAVD 88     -        60.38   (meters)     198.1    (feet)  U HEIGHT  
 BT2294  ___________________________________________________________________
 BT2294  X           -     555,247.754 (meters)                     COMP
 BT2294  Y           -  -5,408,027.609 (meters)                     COMP
 BT2294  Z           -   3,324,381.780 (meters)                     COMP
 BT2294  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BT2294  ELLIP HEIGHT-          33.44  (meters)          (09/03/97) GPS OBS
 BT2294  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BT2294  DYNAMIC HT  -          60.30  (meters)     197.8   (feet)  COMP
 BT2294  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 BT2294
 BT2294  HORZ ORDER  -  FIRST
 BT2294  VERT ORDER  -  THIRD
 BT2294  ELLP ORDER  -  FOURTH    CLASS II
 BT2294
 BT2294.The horizontal coordinates were established by GPS observations
 BT2294.and adjusted by the National Geodetic Survey in September 1997..
 BT2294
 BT2294.The orthometric height was determined by differential leveling
 BT2294.and adjusted by the National Geodetic Survey in November 1996..
 BT2294.The height was determined by precise leveling from only one NSRS
 BT2294.bench mark.  This was not adequate "tie leveling" to NSRS, and
 BT2294.this height should be used with CAUTION.
 BT2294
 BT2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2294
 BT2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2294
 BT2294.The ellipsoidal height was determined by GPS observations
 BT2294.and is referenced to NAD 83.
 BT2294
 BT2294.The geoid height was determined by GEOID03.
 BT2294
 BT2294.The dynamic height is computed by dividing the NAVD 88
 BT2294.geopotential number by the normal gravity value computed on the
 BT2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2294.degrees latitude (g = 980.6199 gals.).
 BT2294
 BT2294.The modeled gravity was interpolated from observed gravity values.
 BT2294
 BT2294;                    North         East     Units Scale Factor Converg.
 BT2294;SPC GA W     -   179,280.086   702,726.946   MT  0.99990009   +0 00 54.2
 BT2294;SPC GA W     -   588,188.08  2,305,529.99   sFT  0.99990009   +0 00 54.2
 BT2294;UTM  16      - 3,501,568.133   771,506.614   MT  1.00050928   +1 30 04.8
 BT2294
 BT2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2294!SPC GA W     -   0.99999475  x   0.99990009  =   0.99989484
 BT2294!UTM  16      -   0.99999475  x   1.00050928  =   1.00050403
 BT2294
 BT2294                          SUPERSEDED SURVEY CONTROL
 BT2294
 BT2294  NAD 83(1986)-  31 37 02.08214(N)    084 08 16.53210(W) AD(       ) 1
 BT2294  NGVD 29 (03/24/92)   60.5    (m)          198.     (f) GPS OBS        
 BT2294
 BT2294.Superseded values are not recommended for survey control.
 BT2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2294.See file dsdata.txt to determine how the superseded data were derived.
 BT2294
 BT2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7150701568(NAD 83)
 BT2294_MARKER: A = ALUMINUM MARKER
 BT2294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BT2294_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2294_STAMPING: 78 NDS 1987
 BT2294_MARK LOGO: ALBDOU
 BT2294_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2294+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1988
 BT2294
 BT2294  HISTORY     - Date     Condition        Report By
 BT2294  HISTORY     - 1987     MONUMENTED       ALBDOU
 BT2294  HISTORY     - 19880918 GOOD
 BT2294  HISTORY     - 19910420 GOOD             HOBBS
 BT2294
 BT2294                          STATION DESCRIPTION
 BT2294
 BT2294'DESCRIBED BY ALBANY-DOUGHERTY 1987
 BT2294'STATION LOCATED IN DOUGHERTY COUNTY, GEORGIA JUST NORTH OF ALBANY.
 BT2294'TO REACH STATION FROM JUNCTION OF NORTH JEFFERSON STREET (GA HIGHWAY
 BT2294'133) AND PHILEMA ROAD, GO NORTHEAST ON PHILEMA ROAD 1.5 MI (2.41 KM)
 BT2294'TO MAIN ENTRANCE OF CHEHAW PARK AND STATION ON NORTHWEST SIDE OF ROAD
 BT2294'.
 BT2294'STATION IS IN LARGEST TRAFFIC ISLAND IN MAIN ENTRANCE TO CHEHAW PARK,
 BT2294'21.1 FT (6.43 M) NORTHWEST OF SOUTHEAST BACK CURB OF ISLAND, 29.8 FT
 BT2294'(9.08 M) NORTHWEST OF NORTHWEST BACK CURB OF NORTHERNMOST TRAFFIC
 BT2294'ISLAND, 36.8 FT (11.22 M) NORTHEAST OF NORTHWEST BACK CURB OF
 BT2294'SOUTHERNMOST TRAFFIC ISLAND.
 BT2294'STATION IS SET ATOP AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 BT2294'ENCASED IN A ROUND CAST IRON WATER VALVE BOX WITH LID, ACTUAL DISK
 BT2294'BEING 1.4 FT (0.43 M) BELOW GROUND LEVEL. LID FLUSH WITH GROUND.
 BT2294
 BT2294                          STATION RECOVERY (1988)
 BT2294
 BT2294'RECOVERED 1988
 BT2294'RECOVERED IN GOOD CONDITION.
 BT2294
 BT2294                          STATION RECOVERY (1991)
 BT2294
 BT2294'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1991
 BT2294'MARK IS ABOUT 3 MILES (4.8 KM) NE OF DOWNTOWN ALBANY.  TO REACH FROM
 BT2294'THE JUNCTION OF NORTH JEFFERSON STREET (STATE ROUTE 133) AND PHILEMA
 BT2294'RD (SR 91) GO NORTHEAST ON PHILEMA ROAD 1.5 MI (2.4 KM) TO THE MAIN
 BT2294'ENTRANCE OF CHEHAW PARK AND THE MARK ON THE LEFT, IN LARGEST TRAFFIC
 BT2294'ISLAND IN MAIN ENTRANCE TO CHEHAW PARK, 21.1 FT (6.4 M) NW OF SE BACK
 BT2294'OF CURB OF ISLAND, 29.8 FT (9.1 M) NW OF NW BACK OF CURB OF NORTHMOST
 BT2294'TRAFFIC ISLAND, 36.8 FT (11.2 M) NE OF NW BACK OF CURB OF SOUTHMOST
 BT2294'TRAFFIC ISLAND, A DISK ON ALUMINUM ALLOY ROD DRIVEN TO REFUSAL INSIDE
 BT2294'CAST IRON WATER VALVE BOX, 1.4 FT (0.4 M) BELOW GROUND AND LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7124 ***********************************************************************
 AB7124  DESIGNATION -  780 NDS
 AB7124  PID         -  AB7124
 AB7124  STATE/COUNTY-  GA/DOUGHERTY
 AB7124  USGS QUAD   -  ALBANY WEST (1988)
 AB7124
 AB7124                         *CURRENT SURVEY CONTROL
 AB7124  ___________________________________________________________________
 AB7124* NAD 83(1986)-  31 33 08.     (N)    084 08 15.     (W)     SCALED    
 AB7124* NAVD 88     -        54.583  (meters)     179.08   (feet)  ADJUSTED  
 AB7124  ___________________________________________________________________
 AB7124  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB7124  DYNAMIC HT  -          54.517 (meters)     178.86  (feet)  COMP
 AB7124  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 AB7124
 AB7124  VERT ORDER  -  SECOND    CLASS II
 AB7124
 AB7124.The horizontal coordinates were scaled from a topographic map and have
 AB7124.an estimated accuracy of +/- 6 seconds.
 AB7124
 AB7124.The orthometric height was determined by differential leveling
 AB7124.and adjusted by the National Geodetic Survey in November 1996..
 AB7124
 AB7124.The geoid height was determined by GEOID03.
 AB7124
 AB7124.The dynamic height is computed by dividing the NAVD 88
 AB7124.geopotential number by the normal gravity value computed on the
 AB7124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7124.degrees latitude (g = 980.6199 gals.).
 AB7124
 AB7124.The modeled gravity was interpolated from observed gravity values.
 AB7124
 AB7124;                    North         East    Units  Estimated Accuracy
 AB7124;SPC GA W     -   172,070.      702,770.      MT  (+/- 180 meters Scaled)
 AB7124
 AB7124                          SUPERSEDED SURVEY CONTROL
 AB7124
 AB7124.No superseded survey control is available for this station.
 AB7124
 AB7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV717943(NAD 83)
 AB7124_MARKER: A = ALUMINUM MARKER
 AB7124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7124_SP_SET: HEADWALL
 AB7124_STAMPING: 780 NDS 1990
 AB7124_MARK LOGO: ALBDOU
 AB7124_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7124
 AB7124  HISTORY     - Date     Condition        Report By
 AB7124  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7124
 AB7124                          STATION DESCRIPTION
 AB7124
 AB7124'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7124'MARK IS 2 MILES (3.2 KM) SE OF DOWNTOWN ALBANY IN THE SW QUADRANT OF
 AB7124'INTERSECTION OF STATE ROUTES 133 AND 234, RADIUM SPRINGS AND OAKRIDGE
 AB7124'ROADS, IN DRILL HOLE IN TOP OF SOUTHEAST END OF WEST HEADWALL TO
 AB7124'TRIPLE BARREL CULVERT PASSING UNDER RADIUM SPRINGS ROAD, AT AN ANGLE
 AB7124'POINT IN THE HEADWALL, 8.7 FT (2.7 M) SW OF BACK OF CURB IN RADIUS
 AB7124'BETWEEN OAKRIDGE AND RADIUM SPRINGS ROADS, 16.9 FT (5.2 M) NW OF
 AB7124'CENTER OF SOLID ROUND STORM MANHOLE LID, 36.5 FT (11.1 M) NNW OF
 AB7124'POWERPOLE ON BURGER KING PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7131 ***********************************************************************
 AB7131  DESIGNATION -  781 NDS
 AB7131  PID         -  AB7131
 AB7131  STATE/COUNTY-  GA/DOUGHERTY
 AB7131  USGS QUAD   -  PRETORIA (1988)
 AB7131
 AB7131                         *CURRENT SURVEY CONTROL
 AB7131  ___________________________________________________________________
 AB7131* NAD 83(1986)-  31 34 51.     (N)    084 17 59.     (W)     SCALED    
 AB7131* NAVD 88     -        63.560  (meters)     208.53   (feet)  ADJUSTED  
 AB7131  ___________________________________________________________________
 AB7131  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AB7131  DYNAMIC HT  -          63.484 (meters)     208.28  (feet)  COMP
 AB7131  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 AB7131
 AB7131  VERT ORDER  -  SECOND    CLASS II
 AB7131
 AB7131.The horizontal coordinates were scaled from a topographic map and have
 AB7131.an estimated accuracy of +/- 6 seconds.
 AB7131
 AB7131.The orthometric height was determined by differential leveling
 AB7131.and adjusted by the National Geodetic Survey in November 1996..
 AB7131
 AB7131.The geoid height was determined by GEOID03.
 AB7131
 AB7131.The dynamic height is computed by dividing the NAVD 88
 AB7131.geopotential number by the normal gravity value computed on the
 AB7131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7131.degrees latitude (g = 980.6199 gals.).
 AB7131
 AB7131.The modeled gravity was interpolated from observed gravity values.
 AB7131
 AB7131;                    North         East    Units  Estimated Accuracy
 AB7131;SPC GA W     -   175,250.      687,370.      MT  (+/- 180 meters Scaled)
 AB7131
 AB7131                          SUPERSEDED SURVEY CONTROL
 AB7131
 AB7131.No superseded survey control is available for this station.
 AB7131
 AB7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV562971(NAD 83)
 AB7131_MARKER: A = ALUMINUM MARKER
 AB7131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7131_SP_SET: HEADWALL
 AB7131_STAMPING: 781 NDS 1990
 AB7131_MARK LOGO: ALBDOU
 AB7131_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7131
 AB7131  HISTORY     - Date     Condition        Report By
 AB7131  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7131
 AB7131                          STATION DESCRIPTION
 AB7131
 AB7131'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7131'MARK IS ABOUT 9 MILES (14.5 KM) WEST OF DOWNTOWN ALBANY.  TO REACH
 AB7131'FROM THE JUNCTION OF US BUSINESS 19 AND STATE ROUTE 234, SLAPPEY BLVD
 AB7131'AND GILLIONVILLE RD, WHICH IS 0.15 MILE (0.24 KM) SOUTH ALONG SLAPPEY
 AB7131'BLVD FROM DAWSON RD AND JUST NORTH OF A RR CROSSING, PROCEED MOSTLY
 AB7131'WEST AND THEN BRIEFLY SW ON SR 234 TO THE MARK ON THE LEFT ACROSS HWY
 AB7131'FROM A BRICK AND FRAME HOUSE WITH A POND IN FRONT OF IT, 3 MILES (4.8
 AB7131'KM) WEST OF LOCKETT STATION RD, 0.9 MILE (1.4 KM) WEST OF EIGHT MILE
 AB7131'ROAD, IN DRILL HOLE IN SW END OF SMALL HEADWALL OVER 24-INCH CONCRETE
 AB7131'PIPE, 1.6 FT (0.5 M) SOUTHEAST SMALL POST WITH REFLECTOR, 11.6 FT (3.5
 AB7131'M) SE OF EDGE PAVEMENT HWY 234.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7009 ***********************************************************************
 AB7009  DESIGNATION -  782 NDS
 AB7009  PID         -  AB7009
 AB7009  STATE/COUNTY-  GA/DOUGHERTY
 AB7009  USGS QUAD   -  PRETORIA (1988)
 AB7009
 AB7009                         *CURRENT SURVEY CONTROL
 AB7009  ___________________________________________________________________
 AB7009* NAD 83(1986)-  31 34 37.     (N)    084 21 35.     (W)     SCALED    
 AB7009* NAVD 88     -        63.536  (meters)     208.45   (feet)  ADJUSTED  
 AB7009  ___________________________________________________________________
 AB7009  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AB7009  DYNAMIC HT  -          63.459 (meters)     208.20  (feet)  COMP
 AB7009  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 AB7009
 AB7009  VERT ORDER  -  SECOND    CLASS II
 AB7009
 AB7009.The horizontal coordinates were scaled from a topographic map and have
 AB7009.an estimated accuracy of +/- 6 seconds.
 AB7009
 AB7009.The orthometric height was determined by differential leveling
 AB7009.and adjusted by the National Geodetic Survey in November 1996..
 AB7009
 AB7009.The geoid height was determined by GEOID03.
 AB7009
 AB7009.The dynamic height is computed by dividing the NAVD 88
 AB7009.geopotential number by the normal gravity value computed on the
 AB7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7009.degrees latitude (g = 980.6199 gals.).
 AB7009
 AB7009.The modeled gravity was interpolated from observed gravity values.
 AB7009
 AB7009;                    North         East    Units  Estimated Accuracy
 AB7009;SPC GA W     -   174,830.      681,680.      MT  (+/- 180 meters Scaled)
 AB7009
 AB7009                          SUPERSEDED SURVEY CONTROL
 AB7009
 AB7009.No superseded survey control is available for this station.
 AB7009
 AB7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV505965(NAD 83)
 AB7009_MARKER: A = ALUMINUM MARKER
 AB7009_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7009_SP_SET: BRIDGE ABUTMENT
 AB7009_STAMPING: 782 NDS 1990
 AB7009_MARK LOGO: ALBDOU
 AB7009_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7009
 AB7009  HISTORY     - Date     Condition        Report By
 AB7009  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7009
 AB7009                          STATION DESCRIPTION
 AB7009
 AB7009'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7009'MARK IS ABOUT 12 MILES (19.3 KM) WEST OF DOWNTOWN ALBANY IN DRILL HOLE
 AB7009'IN TOP ABUTMENT WALL OF NORTHEAST END OF HIGHWAY 234 BRIDGE OVER
 AB7009'TALLAHASSEE CREEK, 6.65 MILES (10.70 KM) WEST OF LOCKETT STATION RD,
 AB7009'0.35 MILE (0.56 KM) EAST OF TALLAHASSEE RD, 14 FT (4.3 M) NORTH OF C/L
 AB7009'HWY 234, 1.0 FT (0.3 M) NORTH OF GUARDRAIL, 1.0 FT (0.3 M) SOUTH OF
 AB7009'--1958-- DATE PLAQUE ON ABUTMENT WALL, 1.0 FT (0.3 M) ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7133 ***********************************************************************
 AB7133  DESIGNATION -  783 NDS
 AB7133  PID         -  AB7133
 AB7133  STATE/COUNTY-  GA/DOUGHERTY
 AB7133  USGS QUAD   -  PRETORIA (1988)
 AB7133
 AB7133                         *CURRENT SURVEY CONTROL
 AB7133  ___________________________________________________________________
 AB7133* NAD 83(1986)-  31 34 28.     (N)    084 20 30.     (W)     SCALED    
 AB7133* NAVD 88     -        63.578  (meters)     208.59   (feet)  ADJUSTED  
 AB7133  ___________________________________________________________________
 AB7133  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AB7133  DYNAMIC HT  -          63.502 (meters)     208.34  (feet)  COMP
 AB7133  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 AB7133
 AB7133  VERT ORDER  -  SECOND    CLASS II
 AB7133
 AB7133.The horizontal coordinates were scaled from a topographic map and have
 AB7133.an estimated accuracy of +/- 6 seconds.
 AB7133
 AB7133.The orthometric height was determined by differential leveling
 AB7133.and adjusted by the National Geodetic Survey in November 1996..
 AB7133
 AB7133.The geoid height was determined by GEOID03.
 AB7133
 AB7133.The dynamic height is computed by dividing the NAVD 88
 AB7133.geopotential number by the normal gravity value computed on the
 AB7133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7133.degrees latitude (g = 980.6199 gals.).
 AB7133
 AB7133.The modeled gravity was interpolated from observed gravity values.
 AB7133
 AB7133;                    North         East    Units  Estimated Accuracy
 AB7133;SPC GA W     -   174,550.      683,390.      MT  (+/- 180 meters Scaled)
 AB7133
 AB7133                          SUPERSEDED SURVEY CONTROL
 AB7133
 AB7133.No superseded survey control is available for this station.
 AB7133
 AB7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV522963(NAD 83)
 AB7133_MARKER: A = ALUMINUM MARKER
 AB7133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7133_SP_SET: ABUTMENT WALL
 AB7133_STAMPING: 783 NDS 1990
 AB7133_MARK LOGO: ALBDOU
 AB7133_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7133
 AB7133  HISTORY     - Date     Condition        Report By
 AB7133  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7133
 AB7133                          STATION DESCRIPTION
 AB7133
 AB7133'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7133'MARK IS ABOUT 11 MILES (17.7 KM) WEST OF DOWNTOWN ALBANY IN DRILL HOLE
 AB7133'IN TOP OF NORTHWEST ABUTMENT OF BRIDGE OVER KIOKEE CREEK ON STATE
 AB7133'ROUTE 234, 10 MILES (16.1 KM) WEST ALONG SR 234 FROM SLAPPEY BLVD,
 AB7133'5.55 MILES (8.93 KM) WEST OF LOCKETT STATION RD, 0.35 MILE (0.56 KM)
 AB7133'EAST OF TALLAHASSEE RD, 2.7 FT (0.8 M) NORTH OF EDGE OF PAVEMENT, 1.0
 AB7133'FT (0.3 M) NORTH OF BACK OF GUARDRAIL, 15.0 FT (4.6 M) NORTH OF HWY
 AB7133'CENTER, 1.0 FT (0.3 M) ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7073 ***********************************************************************
 AB7073  DESIGNATION -  784 NDS
 AB7073  PID         -  AB7073
 AB7073  STATE/COUNTY-  GA/LEE
 AB7073  USGS QUAD   -  LEESBURG (1988)
 AB7073
 AB7073                         *CURRENT SURVEY CONTROL
 AB7073  ___________________________________________________________________
 AB7073* NAD 83(1986)-  31 37 37.     (N)    084 10 40.     (W)     SCALED    
 AB7073* NAVD 88     -        61.787  (meters)     202.71   (feet)  ADJUSTED  
 AB7073  ___________________________________________________________________
 AB7073  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AB7073  DYNAMIC HT  -          61.713 (meters)     202.47  (feet)  COMP
 AB7073  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 AB7073
 AB7073  VERT ORDER  -  SECOND    CLASS II
 AB7073
 AB7073.The horizontal coordinates were scaled from a topographic map and have
 AB7073.an estimated accuracy of +/- 6 seconds.
 AB7073
 AB7073.The orthometric height was determined by differential leveling
 AB7073.and adjusted by the National Geodetic Survey in November 1996..
 AB7073
 AB7073.The geoid height was determined by GEOID03.
 AB7073
 AB7073.The dynamic height is computed by dividing the NAVD 88
 AB7073.geopotential number by the normal gravity value computed on the
 AB7073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7073.degrees latitude (g = 980.6199 gals.).
 AB7073
 AB7073.The modeled gravity was interpolated from observed gravity values.
 AB7073
 AB7073;                    North         East    Units  Estimated Accuracy
 AB7073;SPC GA W     -   180,360.      698,950.      MT  (+/- 180 meters Scaled)
 AB7073
 AB7073                          SUPERSEDED SURVEY CONTROL
 AB7073
 AB7073.No superseded survey control is available for this station.
 AB7073
 AB7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA676025(NAD 83)
 AB7073_MARKER: A = ALUMINUM MARKER
 AB7073_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7073_SP_SET: ABUTMENT
 AB7073_STAMPING: 784 NDS 1990
 AB7073_MARK LOGO: ALBDOU
 AB7073_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7073
 AB7073  HISTORY     - Date     Condition        Report By
 AB7073  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7073
 AB7073                          STATION DESCRIPTION
 AB7073
 AB7073'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7073'MARK IS ABOUT 3 MILES (4.8 KM) NORTH OF DOWNTOWN ALBANY IN SOUTHERN
 AB7073'LEE COUNTY, 0.65 MI (1.05 KM) NORTH ON US 19 FROM OVERPASS OF US 82 AT
 AB7073'NORTH END OF SLAPPEY BLVD, 0.2 MILE (0.3 KM) NORTH OF DOUGERTY/LEE
 AB7073'COUNTY LINE, IN DRILL HOLE ON TOP OF SOUTHWEST ABUTMENT OF BRIDGE OVER
 AB7073'KINCHAFOONEE CREE, 2.1 FT (0.6 M) WEST OF GUARDRAIL, 43.9 FT (13.4 M)
 AB7073'WEST OF CENTERLINE OF BRIDGE, 6.4 FT (2.0 M) SOUTH OF SOUTH END OF
 AB7073'CONCRETE PARAPET, 1 FT (0.3 M) NORTH OF SOUTH END OF ABUTMENT, 0.3 FT
 AB7073'(9.1 CM) ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7067 ***********************************************************************
 AB7067  DESIGNATION -  785 NDS
 AB7067  PID         -  AB7067
 AB7067  STATE/COUNTY-  GA/DOUGHERTY
 AB7067  USGS QUAD   -  ALBANY EAST (1988)
 AB7067
 AB7067                         *CURRENT SURVEY CONTROL
 AB7067  ___________________________________________________________________
 AB7067* NAD 83(1986)-  31 34 47.     (N)    084 07 06.     (W)     SCALED    
 AB7067* NAVD 88     -        60.332  (meters)     197.94   (feet)  ADJUSTED  
 AB7067  ___________________________________________________________________
 AB7067  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7067  DYNAMIC HT  -          60.259 (meters)     197.70  (feet)  COMP
 AB7067  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 AB7067
 AB7067  VERT ORDER  -  SECOND    CLASS II
 AB7067
 AB7067.The horizontal coordinates were scaled from a topographic map and have
 AB7067.an estimated accuracy of +/- 6 seconds.
 AB7067
 AB7067.The orthometric height was determined by differential leveling
 AB7067.and adjusted by the National Geodetic Survey in November 1996..
 AB7067
 AB7067.The geoid height was determined by GEOID03.
 AB7067
 AB7067.The dynamic height is computed by dividing the NAVD 88
 AB7067.geopotential number by the normal gravity value computed on the
 AB7067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7067.degrees latitude (g = 980.6199 gals.).
 AB7067
 AB7067.The modeled gravity was interpolated from observed gravity values.
 AB7067
 AB7067;                    North         East    Units  Estimated Accuracy
 AB7067;SPC GA W     -   175,120.      704,590.      MT  (+/- 180 meters Scaled)
 AB7067
 AB7067                          SUPERSEDED SURVEY CONTROL
 AB7067
 AB7067.No superseded survey control is available for this station.
 AB7067
 AB7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV734974(NAD 83)
 AB7067_MARKER: A = ALUMINUM MARKER
 AB7067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7067_STAMPING: 785 NDS 1990
 AB7067_MARK LOGO: ALBDOU
 AB7067_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7067+STABILITY: SURFACE MOTION
 AB7067
 AB7067  HISTORY     - Date     Condition        Report By
 AB7067  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7067
 AB7067                          STATION DESCRIPTION
 AB7067
 AB7067'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (GBC)
 AB7067'MARK IS LOCATED ABOUT 3 MILES (4.8 KM) EAST OF DOWNTOWN ALBANY, 0.8
 AB7067'MILE (1.3 KM) WEST ALONG CLARK AVE FROM TURNER FIELD RD AND THE SW
 AB7067'CORNER OF THE MILLER BREWING PLANT, 0.4 MI (0.6 KM) WEST ALONG SAME
 AB7067'FROM OVERPASS OF US 19 LIBERTY EXPRESSWAY, AT DOUGHERTY CO EMS EAST
 AB7067'STATION AND NE CORNER OF INTERSECTION OF CLARK AVE AND JORDAN STREET,
 AB7067'ABOUT 100 FT (30.5 M) EAST OF JORDAN ST, 79 FT (24.1 M) NNW OF POLE
 AB7067'ALONG CLARK AVE, 9.3 FT (2.8 M) WEST OF WEST FACE OF BRICK WALL FOR
 AB7067'ENTRANCE, 1.4 FT (0.4 M) SOUTH OF SOUTH BRICK WALL, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7066 ***********************************************************************
 AB7066  DESIGNATION -  786 NDS
 AB7066  PID         -  AB7066
 AB7066  STATE/COUNTY-  GA/DOUGHERTY
 AB7066  USGS QUAD   -  ALBANY EAST (1988)
 AB7066
 AB7066                         *CURRENT SURVEY CONTROL
 AB7066  ___________________________________________________________________
 AB7066* NAD 83(1986)-  31 34 48.     (N)    084 05 07.     (W)     SCALED    
 AB7066* NAVD 88     -        60.461  (meters)     198.36   (feet)  ADJUSTED  
 AB7066  ___________________________________________________________________
 AB7066  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AB7066  DYNAMIC HT  -          60.388 (meters)     198.12  (feet)  COMP
 AB7066  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 AB7066
 AB7066  VERT ORDER  -  SECOND    CLASS II
 AB7066
 AB7066.The horizontal coordinates were scaled from a topographic map and have
 AB7066.an estimated accuracy of +/- 6 seconds.
 AB7066
 AB7066.The orthometric height was determined by differential leveling
 AB7066.and adjusted by the National Geodetic Survey in November 1996..
 AB7066
 AB7066.The geoid height was determined by GEOID03.
 AB7066
 AB7066.The dynamic height is computed by dividing the NAVD 88
 AB7066.geopotential number by the normal gravity value computed on the
 AB7066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7066.degrees latitude (g = 980.6199 gals.).
 AB7066
 AB7066.The modeled gravity was interpolated from observed gravity values.
 AB7066
 AB7066;                    North         East    Units  Estimated Accuracy
 AB7066;SPC GA W     -   175,150.      707,730.      MT  (+/- 180 meters Scaled)
 AB7066
 AB7066                          SUPERSEDED SURVEY CONTROL
 AB7066
 AB7066.No superseded survey control is available for this station.
 AB7066
 AB7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV766975(NAD 83)
 AB7066_MARKER: A = ALUMINUM MARKER
 AB7066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7066_STAMPING: 786 NDS 1990
 AB7066_MARK LOGO: ALBDOU
 AB7066_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7066+STABILITY: SURFACE MOTION
 AB7066
 AB7066  HISTORY     - Date     Condition        Report By
 AB7066  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7066
 AB7066                          STATION DESCRIPTION
 AB7066
 AB7066'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7066'MARK IS ABOUT 4 MILES (6.4 KM) EAST OF DOWNTOWN ALBANY, 0.45 MILE
 AB7066'(0.72 KM) NORTHEAST ON GA HIGHWAY 62 FROM OGLETHORPE AVE AT FIVE
 AB7066'POINTS TO JUNCTION WITH CLARK AVE STATE ROUTE 300, ON THE LEFT IN NW
 AB7066'QUADRANT OF INTERSECTION AT SE CORNER OF MILLER BREWING COMPANY, 13.7
 AB7066'FT (4.2 M) NORTH OF BACK CURB FOR CLARK AVE, 1.3 FT (0.4 M) SOUTH OF
 AB7066'FENCE, 18 FT (5.5 M) WEST ALONG FENCE FROM CORNER NEAR R/W MONUMENT,
 AB7066'11.5 FT (3.5 M) NNE OF POWERPOLE, SET FLUSH ON SIDE OF BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0185 ***********************************************************************
 EE0185  DESIGNATION -  787
 EE0185  PID         -  EE0185
 EE0185  STATE/COUNTY-  GA/BARTOW
 EE0185  USGS QUAD   -  CARTERSVILLE (1992)
 EE0185
 EE0185                         *CURRENT SURVEY CONTROL
 EE0185  ___________________________________________________________________
 EE0185* NAD 83(1986)-  34 09 56.     (N)    084 47 52.     (W)     SCALED    
 EE0185* NAVD 88     -       239.937  (meters)     787.19   (feet)  ADJUSTED  
 EE0185  ___________________________________________________________________
 EE0185  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0185  DYNAMIC HT  -         239.682 (meters)     786.36  (feet)  COMP
 EE0185  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 EE0185
 EE0185  VERT ORDER  -  SECOND    CLASS 0
 EE0185
 EE0185.The horizontal coordinates were scaled from a topographic map and have
 EE0185.an estimated accuracy of +/- 6 seconds.
 EE0185
 EE0185.The orthometric height was determined by differential leveling
 EE0185.and adjusted by the National Geodetic Survey in June 1991..
 EE0185
 EE0185.The geoid height was determined by GEOID03.
 EE0185
 EE0185.The dynamic height is computed by dividing the NAVD 88
 EE0185.geopotential number by the normal gravity value computed on the
 EE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0185.degrees latitude (g = 980.6199 gals.).
 EE0185
 EE0185.The modeled gravity was interpolated from observed gravity values.
 EE0185
 EE0185;                    North         East    Units  Estimated Accuracy
 EE0185;SPC GA W     -   462,050.      641,810.      MT  (+/- 180 meters Scaled)
 EE0185
 EE0185                          SUPERSEDED SURVEY CONTROL
 EE0185
 EE0185  NGVD 29 (??/??/92)  239.914  (m)          787.12   (f) ADJ UNCH    2 0
 EE0185
 EE0185.Superseded values are not recommended for survey control.
 EE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0185.See file dsdata.txt to determine how the superseded data were derived.
 EE0185
 EE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC029827(NAD 83)
 EE0185_MARKER: DD = SURVEY DISK
 EE0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0185_SP_SET: BUILDING
 EE0185_STAMPING: ATLANTA 787.118
 EE0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0185+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 EE0185
 EE0185  HISTORY     - Date     Condition        Report By
 EE0185  HISTORY     - UNK      MONUMENTED       USGS
 EE0185  HISTORY     - 1972     GOOD             NGS
 EE0185  HISTORY     - 20050112 GOOD             GEOCAC
 EE0185
 EE0185                          STATION DESCRIPTION
 EE0185
 EE0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0185'AT CARTERSVILLE.
 EE0185'AT CARTERSVILLE, AT THE COUNTY COURTHOUSE, SET IN THE TOP OF
 EE0185'THE COPING ON THE WEST-SOUTHWEST SIDE OF THE SOUTH-SOUTHEAST
 EE0185'ENTRANCE TO THE BUILDING, 16.7 FEET WEST-SOUTHWEST OF THE CENTER
 EE0185'LINE OF THE ENTRANCE, 5.0 FEET NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST
 EE0185'END OF THE COPING, 1.4 FEET EAST-NORTHEAST OF THE WEST-SOUTHWEST
 EE0185'EDGE OF THE COPING, 2.0 FEET SOUTH-SOUTHEAST AND IN LINE WITH THE
 EE0185'2ND CONCRETE PILLAR EAST-NORTHEAST OF THE MOST WEST-SOUTHWESTERLY
 EE0185'OF 6 CONCRETE PILLARS, 31 FEET NORTHWEST OF THE NORTHWEST CORNER
 EE0185'OF AN AMERICAN LEGION MEMORIAL THAT CONTAINS AN ETERNAL FLAME,
 EE0185'ABOUT 5 FEET ABOVE THE GROUND.
 EE0185
 EE0185                          STATION RECOVERY (2005)
 EE0185
 EE0185'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE0185'HANDHELD COORDINATES ARE N34-09-56.94 W084-47-51.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7065 ***********************************************************************
 AB7065  DESIGNATION -  787 NDS
 AB7065  PID         -  AB7065
 AB7065  STATE/COUNTY-  GA/DOUGHERTY
 AB7065  USGS QUAD   -  ALBANY EAST (1988)
 AB7065
 AB7065                         *CURRENT SURVEY CONTROL
 AB7065  ___________________________________________________________________
 AB7065* NAD 83(1986)-  31 35 12.     (N)    084 04 54.     (W)     SCALED    
 AB7065* NAVD 88     -        62.378  (meters)     204.65   (feet)  ADJUSTED  
 AB7065  ___________________________________________________________________
 AB7065  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7065  DYNAMIC HT  -          62.303 (meters)     204.41  (feet)  COMP
 AB7065  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 AB7065
 AB7065  VERT ORDER  -  SECOND    CLASS II
 AB7065
 AB7065.The horizontal coordinates were scaled from a topographic map and have
 AB7065.an estimated accuracy of +/- 6 seconds.
 AB7065
 AB7065.The orthometric height was determined by differential leveling
 AB7065.and adjusted by the National Geodetic Survey in November 1996..
 AB7065
 AB7065.The geoid height was determined by GEOID03.
 AB7065
 AB7065.The dynamic height is computed by dividing the NAVD 88
 AB7065.geopotential number by the normal gravity value computed on the
 AB7065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7065.degrees latitude (g = 980.6199 gals.).
 AB7065
 AB7065.The modeled gravity was interpolated from observed gravity values.
 AB7065
 AB7065;                    North         East    Units  Estimated Accuracy
 AB7065;SPC GA W     -   175,890.      708,070.      MT  (+/- 180 meters Scaled)
 AB7065
 AB7065                          SUPERSEDED SURVEY CONTROL
 AB7065
 AB7065.No superseded survey control is available for this station.
 AB7065
 AB7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV769983(NAD 83)
 AB7065_MARKER: A = ALUMINUM MARKER
 AB7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7065_STAMPING: 787 NDS 1990
 AB7065_MARK LOGO: ALBDOU
 AB7065_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7065+STABILITY: SURFACE MOTION
 AB7065
 AB7065  HISTORY     - Date     Condition        Report By
 AB7065  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7065  HISTORY     - 20031015 GOOD             GADT
 AB7065
 AB7065                          STATION DESCRIPTION
 AB7065
 AB7065'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7065'MARK IS ABOUT 5 MILES (8.0 KM) EAST OF DOWNTOWN ALBANY, OPPOSITE THE
 AB7065'MILLER BREWING PLANT, 0.6 MI (1.0 KM) NE ALONG STATE ROUTE 300 FROM
 AB7065'CLARK AVE AND THE SE CORNER OF THE PLANT TO THE MARK ON THE RIGHT,
 AB7065'JUST SOUTH OF THE PLANT ENTRANCE, 36.2 FT (11.0 M) NE OF NE DRIVEWAY
 AB7065'OF SUWANNEE FOOD STORE, AT END OF SPLIT RAIL FENCE, 12.9 FT (3.9 M) SE
 AB7065'OF BACK OF CURB, FLUSH WITH GROUND.
 AB7065
 AB7065                          STATION RECOVERY (2003)
 AB7065
 AB7065'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 AB7065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7139 ***********************************************************************
 AB7139  DESIGNATION -  789 NDS
 AB7139  PID         -  AB7139
 AB7139  STATE/COUNTY-  GA/DOUGHERTY
 AB7139  USGS QUAD   -  PRETORIA (1988)
 AB7139
 AB7139                         *CURRENT SURVEY CONTROL
 AB7139  ___________________________________________________________________
 AB7139* NAD 83(1986)-  31 36 41.     (N)    084 17 21.     (W)     SCALED    
 AB7139* NAVD 88     -        75.965  (meters)     249.23   (feet)  ADJUSTED  
 AB7139  ___________________________________________________________________
 AB7139  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AB7139  DYNAMIC HT  -          75.874 (meters)     248.93  (feet)  COMP
 AB7139  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 AB7139
 AB7139  VERT ORDER  -  SECOND    CLASS II
 AB7139
 AB7139.The horizontal coordinates were scaled from a topographic map and have
 AB7139.an estimated accuracy of +/- 6 seconds.
 AB7139
 AB7139.The orthometric height was determined by differential leveling
 AB7139.and adjusted by the National Geodetic Survey in November 1996..
 AB7139
 AB7139.The geoid height was determined by GEOID03.
 AB7139
 AB7139.The dynamic height is computed by dividing the NAVD 88
 AB7139.geopotential number by the normal gravity value computed on the
 AB7139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7139.degrees latitude (g = 980.6199 gals.).
 AB7139
 AB7139.The modeled gravity was interpolated from observed gravity values.
 AB7139
 AB7139;                    North         East    Units  Estimated Accuracy
 AB7139;SPC GA W     -   178,640.      688,380.      MT  (+/- 180 meters Scaled)
 AB7139
 AB7139                          SUPERSEDED SURVEY CONTROL
 AB7139
 AB7139.No superseded survey control is available for this station.
 AB7139
 AB7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA571005(NAD 83)
 AB7139_MARKER: A = ALUMINUM MARKER
 AB7139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7139_STAMPING: 789 NDS 1990
 AB7139_MARK LOGO: ALBDOU
 AB7139_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7139+STABILITY: SURFACE MOTION
 AB7139
 AB7139  HISTORY     - Date     Condition        Report By
 AB7139  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7139
 AB7139                          STATION DESCRIPTION
 AB7139
 AB7139'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7139'MARK IS ABOUT 8 MILES (12.9 KM) WNW OF ALBANY.  TO REACH FROM THE
 AB7139'JUNCTION OF US BUSINESS 19 AND STATE ROUTE 234, SLAPPEY BLVD AND
 AB7139'GILLIONVILLE RD, WHICH IS 0.15 MILE (0.24 KM) SOUTH ALONG SLAPPEY BLVD
 AB7139'FROM DAWSON RD AND JUST NORTH OF A RR CROSSING, TRAVEL 6.25 MI (10.06
 AB7139'KM) WEST ALONG SR 234 TO BYRON PLANTATION RD AND TURN RIGHT. THIS IS
 AB7139'0.15 MILE (0.24 KM) EAST OF FIRE STATION 10 AND JUST EAST OF OAK HILL
 AB7139'CHURCH.  TRAVEL 1.85 MILES (2.98 KM) NORTH TO OLD DAWSON RD AND TURN
 AB7139'LEFT JUST BEFORE CONTINUATION OF DAWSON RD TO EAST AFTER A JOG.
 AB7139'TRAVEL 0.9 MILES (1.4 KM) WEST TO MARK ON THE RIGHT AT NE QUADRANT OF
 AB7139'INTERSECTION WITH WINIFRED RD, 1.45 MI (2.33 KM) EAST OF HERMITAGE
 AB7139'ROAD, 2.8 FT (0.9 M) SSE OF A POWERPOLE, 48.5 FT (14.8 M) EAST OF
 AB7139'WINIFRED RD, 91.6 FT (27.9 M) NORTH OF OLD DAWSON ROAD, FLUSH WITH
 AB7139'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0792 ***********************************************************************
 BC0792  DESIGNATION -  79 CMP
 BC0792  PID         -  BC0792
 BC0792  STATE/COUNTY-  GA/CAMDEN
 BC0792  USGS QUAD   -  KINGS FERRY (1992)
 BC0792
 BC0792                         *CURRENT SURVEY CONTROL
 BC0792  ___________________________________________________________________
 BC0792* NAD 83(1986)-  30 48 33.     (N)    081 48 09.     (W)     SCALED    
 BC0792* NAVD 88     -         6.373  (meters)      20.91   (feet)  ADJUSTED  
 BC0792  ___________________________________________________________________
 BC0792  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BC0792  DYNAMIC HT  -           6.365 (meters)      20.88  (feet)  COMP
 BC0792  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BC0792
 BC0792  VERT ORDER  -  FIRST     CLASS I
 BC0792
 BC0792.The horizontal coordinates were scaled from a topographic map and have
 BC0792.an estimated accuracy of +/- 6 seconds.
 BC0792
 BC0792.The orthometric height was determined by differential leveling
 BC0792.and adjusted by the National Geodetic Survey in June 1991..
 BC0792
 BC0792.The geoid height was determined by GEOID03.
 BC0792
 BC0792.The dynamic height is computed by dividing the NAVD 88
 BC0792.geopotential number by the normal gravity value computed on the
 BC0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0792.degrees latitude (g = 980.6199 gals.).
 BC0792
 BC0792.The modeled gravity was interpolated from observed gravity values.
 BC0792
 BC0792;                    North         East    Units  Estimated Accuracy
 BC0792;SPC GA E     -    89,750.      234,850.      MT  (+/- 180 meters Scaled)
 BC0792
 BC0792                          SUPERSEDED SURVEY CONTROL
 BC0792
 BC0792.No superseded survey control is available for this station.
 BC0792
 BC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ232087(NAD 83)
 BC0792_MARKER: DD = SURVEY DISK
 BC0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0792_STAMPING: 79 CMP 1970
 BC0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0792+STABILITY: SURFACE MOTION
 BC0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0792+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 BC0792
 BC0792  HISTORY     - Date     Condition        Report By
 BC0792  HISTORY     - 1970     MONUMENTED       USGS
 BC0792  HISTORY     - 1975     GOOD             NGS
 BC0792  HISTORY     - 20030916 GOOD             GADT
 BC0792
 BC0792                          STATION DESCRIPTION
 BC0792
 BC0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0792'6.8 MI NW FROM KINGSLAND.
 BC0792'6.75 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE INTERSECTION
 BC0792'OF U.S. HIGHWAY 17 AT KINGSLAND, TO THE JUNCTION OF A PAVED
 BC0792'ROAD LEADING SOUTH.  48.0 FEET NORTHEAST OF THE CENTERLINE OF
 BC0792'STATE HIGHWAY 40 AND THE PAVED ROAD LEADING SOUTH, 39.0 FEET
 BC0792'NORTH OF THE CENTERLINE OF STATE HIGHWAY 40, 2.0 FEET SOUTH OF A
 BC0792'TELEPHONE POLE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 BC0792'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND ABOUT
 BC0792'2.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BC0792
 BC0792                          STATION RECOVERY (2003)
 BC0792
 BC0792'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6996 ***********************************************************************
 AB6996  DESIGNATION -  791 NDS
 AB6996  PID         -  AB6996
 AB6996  STATE/COUNTY-  GA/DOUGHERTY
 AB6996  USGS QUAD   -  ALBANY WEST (1988)
 AB6996
 AB6996                         *CURRENT SURVEY CONTROL
 AB6996  ___________________________________________________________________
 AB6996* NAD 83(1986)-  31 30 15.     (N)    084 13 41.     (W)     SCALED    
 AB6996* NAVD 88     -        58.197  (meters)     190.93   (feet)  ADJUSTED  
 AB6996  ___________________________________________________________________
 AB6996  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AB6996  DYNAMIC HT  -          58.126 (meters)     190.70  (feet)  COMP
 AB6996  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 AB6996
 AB6996  VERT ORDER  -  SECOND    CLASS II
 AB6996
 AB6996.The horizontal coordinates were scaled from a topographic map and have
 AB6996.an estimated accuracy of +/- 6 seconds.
 AB6996
 AB6996.The orthometric height was determined by differential leveling
 AB6996.and adjusted by the National Geodetic Survey in November 1996..
 AB6996
 AB6996.The geoid height was determined by GEOID03.
 AB6996
 AB6996.The dynamic height is computed by dividing the NAVD 88
 AB6996.geopotential number by the normal gravity value computed on the
 AB6996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6996.degrees latitude (g = 980.6199 gals.).
 AB6996
 AB6996.The modeled gravity was interpolated from observed gravity values.
 AB6996
 AB6996;                    North         East    Units  Estimated Accuracy
 AB6996;SPC GA W     -   166,750.      694,170.      MT  (+/- 180 meters Scaled)
 AB6996
 AB6996                          SUPERSEDED SURVEY CONTROL
 AB6996
 AB6996.No superseded survey control is available for this station.
 AB6996
 AB6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV632888(NAD 83)
 AB6996_MARKER: A = ALUMINUM MARKER
 AB6996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6996_STAMPING: 791 NDS 1990
 AB6996_MARK LOGO: ALBDOU
 AB6996_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6996+STABILITY: SURFACE MOTION
 AB6996
 AB6996  HISTORY     - Date     Condition        Report By
 AB6996  HISTORY     - 1990     MONUMENTED       HOBBS
 AB6996
 AB6996                          STATION DESCRIPTION
 AB6996
 AB6996'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB6996'MARK IS ABOUT 7 MILES (11.3 KM) SW OF DOWNTOWN ALBANY.  TO REACH FROM
 AB6996'ALBANY AIRPORT, TRAVEL ABOUT 2 MILES (3.2 KM) SW ALONG STATE ROUTE 91
 AB6996'TO HWY 62 LEARY ROAD TURNING OFF TO RIGHT OPPOSITE HARD UP ROAD,
 AB6996'THENCE 1.05 MILE (1.69 KM) WEST ALONG SR 62 TO THE MARK ON THE LEFT,
 AB6996'3.1 FT (0.9 M) NORTHWEST OF POWER POLE, 25.8 FT (7.9 M) SOUTH OF EDGE
 AB6996'PAVEMENT, 64.2 FT (19.6 M) ESE OF MAILBOX FOR 2829 LEARY ROAD (THE
 AB6996'EAST MOST IN A LINE OF 8 BRICK HOUSES ON N SIDE OF HWY), ON SOUTH SIDE
 AB6996'OF PECAN GROVE, 10 FT (3.0 M) EAST OF N-S CHAIN LINK FENCE LINE
 AB6996'EXTENDED TO SOUTH, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7064 ***********************************************************************
 AB7064  DESIGNATION -  792 NDS
 AB7064  PID         -  AB7064
 AB7064  STATE/COUNTY-  GA/DOUGHERTY
 AB7064  USGS QUAD   -  ALBANY EAST (1988)
 AB7064
 AB7064                         *CURRENT SURVEY CONTROL
 AB7064  ___________________________________________________________________
 AB7064* NAD 83(1986)-  31 35 38.     (N)    084 03 58.     (W)     SCALED    
 AB7064* NAVD 88     -        64.616  (meters)     211.99   (feet)  ADJUSTED  
 AB7064  ___________________________________________________________________
 AB7064  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7064  DYNAMIC HT  -          64.538 (meters)     211.74  (feet)  COMP
 AB7064  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 AB7064
 AB7064  VERT ORDER  -  SECOND    CLASS II
 AB7064
 AB7064.The horizontal coordinates were scaled from a topographic map and have
 AB7064.an estimated accuracy of +/- 6 seconds.
 AB7064
 AB7064.The orthometric height was determined by differential leveling
 AB7064.and adjusted by the National Geodetic Survey in November 1996..
 AB7064
 AB7064.The geoid height was determined by GEOID03.
 AB7064
 AB7064.The dynamic height is computed by dividing the NAVD 88
 AB7064.geopotential number by the normal gravity value computed on the
 AB7064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7064.degrees latitude (g = 980.6199 gals.).
 AB7064
 AB7064.The modeled gravity was interpolated from observed gravity values.
 AB7064
 AB7064;                    North         East    Units  Estimated Accuracy
 AB7064;SPC GA W     -   176,700.      709,540.      MT  (+/- 180 meters Scaled)
 AB7064
 AB7064                          SUPERSEDED SURVEY CONTROL
 AB7064
 AB7064.No superseded survey control is available for this station.
 AB7064
 AB7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV783991(NAD 83)
 AB7064_MARKER: A = ALUMINUM MARKER
 AB7064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7064_STAMPING: 792 NDS 1990
 AB7064_MARK LOGO: ALBDOU
 AB7064_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7064+STABILITY: SURFACE MOTION
 AB7064
 AB7064  HISTORY     - Date     Condition        Report By
 AB7064  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7064  HISTORY     - 20031015 GOOD             GADT
 AB7064
 AB7064                          STATION DESCRIPTION
 AB7064
 AB7064'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7064'MARK IS ABOUT 5.5 MILES (8.9 KM) ENE OF DOWNTOWN ALBANY.  TO REACH
 AB7064'FROM THE JUNCTION OF STATE ROUTES 300 AND 62 (CLARK AVE) AT SE CORNER
 AB7064'OF MILLER BREWING PLANT, TRAVEL 1.65 MI (2.66 KM) NORTHEAST ON GA
 AB7064'HIGHWAY 300 TO THE MARK ON THE RIGHT IN SOUTH END OF HEADWALL, 0.1
 AB7064'MILE (0.2 KM) NE OF PICK ST, 0.05 MILE (0.08 KM) SW OF HENSON ST,
 AB7064'ACROSS FROM PECAN GROVE, 13 FT (4.0 M) SOUTH-SOUTHEAST OF EDGE
 AB7064'PAVEMENT HIGHWAY 300, 22.2 FT (6.8 M) SOUTHWEST OF PHONE PEDESTAL NO.
 AB7064'54, 12.9 FT (3.9 M) NE OF POWERPOLE WITH TRANSFORMER, FLUSH WITH
 AB7064'GROUND.
 AB7064
 AB7064                          STATION RECOVERY (2003)
 AB7064
 AB7064'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 AB7064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7063 ***********************************************************************
 AB7063  DESIGNATION -  793 NDS
 AB7063  PID         -  AB7063
 AB7063  STATE/COUNTY-  GA/DOUGHERTY
 AB7063  USGS QUAD   -  ALBANY EAST (1988)
 AB7063
 AB7063                         *CURRENT SURVEY CONTROL
 AB7063  ___________________________________________________________________
 AB7063* NAD 83(1986)-  31 36 09.     (N)    084 02 54.     (W)     SCALED    
 AB7063* NAVD 88     -        62.206  (meters)     204.09   (feet)  ADJUSTED  
 AB7063  ___________________________________________________________________
 AB7063  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AB7063  DYNAMIC HT  -          62.131 (meters)     203.84  (feet)  COMP
 AB7063  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 AB7063
 AB7063  VERT ORDER  -  SECOND    CLASS II
 AB7063
 AB7063.The horizontal coordinates were scaled from a topographic map and have
 AB7063.an estimated accuracy of +/- 6 seconds.
 AB7063
 AB7063.The orthometric height was determined by differential leveling
 AB7063.and adjusted by the National Geodetic Survey in November 1996..
 AB7063
 AB7063.The geoid height was determined by GEOID03.
 AB7063
 AB7063.The dynamic height is computed by dividing the NAVD 88
 AB7063.geopotential number by the normal gravity value computed on the
 AB7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7063.degrees latitude (g = 980.6199 gals.).
 AB7063
 AB7063.The modeled gravity was interpolated from observed gravity values.
 AB7063
 AB7063;                    North         East    Units  Estimated Accuracy
 AB7063;SPC GA W     -   177,650.      711,230.      MT  (+/- 180 meters Scaled)
 AB7063
 AB7063                          SUPERSEDED SURVEY CONTROL
 AB7063
 AB7063.No superseded survey control is available for this station.
 AB7063
 AB7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA800001(NAD 83)
 AB7063_MARKER: A = ALUMINUM MARKER
 AB7063_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7063_SP_SET: BRIDGE ABUTMENT
 AB7063_STAMPING: 793 NDS 1990
 AB7063_MARK LOGO: ALBDOU
 AB7063_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7063
 AB7063  HISTORY     - Date     Condition        Report By
 AB7063  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7063
 AB7063                          STATION DESCRIPTION
 AB7063
 AB7063'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFA)
 AB7063'MARK IS ABOUT 7 MILES (11.3 KM) ENE OF DOWNTOWN ALBANY.  TO REACH FROM
 AB7063'THE JUNCTION OF STATE ROUTES 300 AND 62 (CLARK AVE) AT THE SE CORNER
 AB7063'OF MILLER BREWING PLANT, TRAVEL 2.8 MILES (4.5 KM) NE ALONG SR 300 TO
 AB7063'THE MARK ON THE RIGHT IN NE ABUTMENT OF BRIDGE OVER PINEY WOODS CREEK,
 AB7063'0.2 MI (0.3 KM) NE FROM BRANCH ROAD, 0.2 MILE (0.3 KM) SW OF HARRIS
 AB7063'RD, 1.4 FT (0.4 M) SOUTH OF GUARDRAIL, 25.6 FT (7.8 M) SOUTH OF C/L
 AB7063'HWY 300, 4.7 FT (1.4 M) NORTHEAST OF END BRIDGE WALL, ABOUT 0.5 FT
 AB7063'(15.2 CM) ABOVE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7061 ***********************************************************************
 AB7061  DESIGNATION -  794 NDS
 AB7061  PID         -  AB7061
 AB7061  STATE/COUNTY-  GA/DOUGHERTY
 AB7061  USGS QUAD   -  ALBANY EAST (1988)
 AB7061
 AB7061                         *CURRENT SURVEY CONTROL
 AB7061  ___________________________________________________________________
 AB7061* NAD 83(1986)-  31 36 46.     (N)    084 02 13.     (W)     SCALED    
 AB7061* NAVD 88     -        62.430  (meters)     204.82   (feet)  ADJUSTED  
 AB7061  ___________________________________________________________________
 AB7061  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB7061  DYNAMIC HT  -          62.355 (meters)     204.58  (feet)  COMP
 AB7061  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 AB7061
 AB7061  VERT ORDER  -  SECOND    CLASS II
 AB7061
 AB7061.The horizontal coordinates were scaled from a topographic map and have
 AB7061.an estimated accuracy of +/- 6 seconds.
 AB7061
 AB7061.The orthometric height was determined by differential leveling
 AB7061.and adjusted by the National Geodetic Survey in November 1996..
 AB7061
 AB7061.The geoid height was determined by GEOID03.
 AB7061
 AB7061.The dynamic height is computed by dividing the NAVD 88
 AB7061.geopotential number by the normal gravity value computed on the
 AB7061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7061.degrees latitude (g = 980.6199 gals.).
 AB7061
 AB7061.The modeled gravity was interpolated from observed gravity values.
 AB7061
 AB7061;                    North         East    Units  Estimated Accuracy
 AB7061;SPC GA W     -   178,790.      712,310.      MT  (+/- 180 meters Scaled)
 AB7061
 AB7061                          SUPERSEDED SURVEY CONTROL
 AB7061
 AB7061.No superseded survey control is available for this station.
 AB7061
 AB7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA811013(NAD 83)
 AB7061_MARKER: A = ALUMINUM MARKER
 AB7061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7061_SP_SET: HEADWALL
 AB7061_STAMPING: 794 NDS 1990
 AB7061_MARK LOGO: ALBDOU
 AB7061_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7061
 AB7061  HISTORY     - Date     Condition        Report By
 AB7061  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7061
 AB7061                          STATION DESCRIPTION
 AB7061
 AB7061'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7061'MARK IS ABOUT 7.5 MILES (12.1 KM) ENE OF DOWNTOWN ALBANY.  TO REACH
 AB7061'FROM THE JUNCTION OF STATE ROUTES 300 AND 62 (CLARK AVE) AT THE SE
 AB7061'CORNER OF MILLER BREWING PLANT, TRAVEL 3.85 MILES (6.20 KM) NE ALONG
 AB7061'SR 300 TO THE MARK ON THE RIGHT IN THE TOP OF HEADWALL FOR MULTIPLE
 AB7061'BOX CULVERT, 1.25 MI (2.01 KM) NE ON GA HIGHWAY 300 FROM BRANCH ROAD,
 AB7061'1.2 MILES (1.9 KM) SW OF DOLES RD, IN EAST END TOP WALL, 5.3 FT (1.6
 AB7061'M) SE OF GUARDRAIL, 29.8 FT (9.1 M) EAST OF C/L HWY 300, NORTHBOUND,
 AB7061'13.3 FT (4.1 M) SOUTHWEST END GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7060 ***********************************************************************
 AB7060  DESIGNATION -  795 NDS
 AB7060  PID         -  AB7060
 AB7060  STATE/COUNTY-  GA/DOUGHERTY
 AB7060  USGS QUAD   -  ALBANY EAST (1988)
 AB7060
 AB7060                         *CURRENT SURVEY CONTROL
 AB7060  ___________________________________________________________________
 AB7060* NAD 83(1986)-  31 36 56.     (N)    084 02 03.     (W)     SCALED    
 AB7060* NAVD 88     -        64.223  (meters)     210.71   (feet)  ADJUSTED  
 AB7060  ___________________________________________________________________
 AB7060  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AB7060  DYNAMIC HT  -          64.146 (meters)     210.45  (feet)  COMP
 AB7060  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 AB7060
 AB7060  VERT ORDER  -  SECOND    CLASS II
 AB7060
 AB7060.The horizontal coordinates were scaled from a topographic map and have
 AB7060.an estimated accuracy of +/- 6 seconds.
 AB7060
 AB7060.The orthometric height was determined by differential leveling
 AB7060.and adjusted by the National Geodetic Survey in November 1996..
 AB7060
 AB7060.The geoid height was determined by GEOID03.
 AB7060
 AB7060.The dynamic height is computed by dividing the NAVD 88
 AB7060.geopotential number by the normal gravity value computed on the
 AB7060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7060.degrees latitude (g = 980.6199 gals.).
 AB7060
 AB7060.The modeled gravity was interpolated from observed gravity values.
 AB7060
 AB7060;                    North         East    Units  Estimated Accuracy
 AB7060;SPC GA W     -   179,100.      712,570.      MT  (+/- 180 meters Scaled)
 AB7060
 AB7060                          SUPERSEDED SURVEY CONTROL
 AB7060
 AB7060.No superseded survey control is available for this station.
 AB7060
 AB7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA813016(NAD 83)
 AB7060_MARKER: A = ALUMINUM MARKER
 AB7060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7060_SP_SET: HEADWALL
 AB7060_STAMPING: 795 NDS 1990
 AB7060_MARK LOGO: ALBDOU
 AB7060_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7060
 AB7060  HISTORY     - Date     Condition        Report By
 AB7060  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7060
 AB7060                          STATION DESCRIPTION
 AB7060
 AB7060'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7060'MARK IS ABOUT 8 MILES (12.9 KM) NE OF DOWNTOWN ALBANY.  TO REACH FROM
 AB7060'THE JUNCTION OF STATE ROUTES 300 AND 62 (CLARK AVE) AT THE SE CORNER
 AB7060'OF THE MILLER BREWING PLANT, TRAVEL 4.1 MILES (6.6 KM) NE ALONG SR 300
 AB7060'TO THE MAKR ON THE RIGHT IN TOP OF 6 FT (1.8 M) HEADWALL OVER 4 FT
 AB7060'(1.2 M) BOX CULVERT, 1.50 MI (2.41 KM) NE FROM BRANCH ROAD, 0.95 MILE
 AB7060'(1.53 KM) SW OF DOLES RD, 32.3 FT (9.8 M) SOUTHEAST OF CENTERLINE GA
 AB7060'HWY 300 NORTHBOUND, 41 FT (12.5 M) NORTHWEST OF A WOVEN WIRE FENCE,
 AB7060'30.4 FT (9.3 M) NORTHEAST OF CENTERLINE OF DRIVEWAY FOR HOUSE NUMBER
 AB7060'1718 CORDELE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7059 ***********************************************************************
 AB7059  DESIGNATION -  796 NDS
 AB7059  PID         -  AB7059
 AB7059  STATE/COUNTY-  GA/DOUGHERTY
 AB7059  USGS QUAD   -  ALBANY EAST (1988)
 AB7059
 AB7059                         *CURRENT SURVEY CONTROL
 AB7059  ___________________________________________________________________
 AB7059* NAD 83(1986)-  31 37 30.     (N)    084 01 30.     (W)     SCALED    
 AB7059* NAVD 88     -        68.228  (meters)     223.84   (feet)  ADJUSTED  
 AB7059  ___________________________________________________________________
 AB7059  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AB7059  DYNAMIC HT  -          68.146 (meters)     223.58  (feet)  COMP
 AB7059  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 AB7059
 AB7059  VERT ORDER  -  SECOND    CLASS II
 AB7059
 AB7059.The horizontal coordinates were scaled from a topographic map and have
 AB7059.an estimated accuracy of +/- 6 seconds.
 AB7059
 AB7059.The orthometric height was determined by differential leveling
 AB7059.and adjusted by the National Geodetic Survey in November 1996..
 AB7059
 AB7059.The geoid height was determined by GEOID03.
 AB7059
 AB7059.The dynamic height is computed by dividing the NAVD 88
 AB7059.geopotential number by the normal gravity value computed on the
 AB7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7059.degrees latitude (g = 980.6199 gals.).
 AB7059
 AB7059.The modeled gravity was interpolated from observed gravity values.
 AB7059
 AB7059;                    North         East    Units  Estimated Accuracy
 AB7059;SPC GA W     -   180,150.      713,440.      MT  (+/- 180 meters Scaled)
 AB7059
 AB7059                          SUPERSEDED SURVEY CONTROL
 AB7059
 AB7059.No superseded survey control is available for this station.
 AB7059
 AB7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA822027(NAD 83)
 AB7059_MARKER: A = ALUMINUM MARKER
 AB7059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7059_SP_SET: HEADWALL
 AB7059_STAMPING: 796 NDS 1990
 AB7059_MARK LOGO: ALBDOU
 AB7059_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7059
 AB7059  HISTORY     - Date     Condition        Report By
 AB7059  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7059
 AB7059                          STATION DESCRIPTION
 AB7059
 AB7059'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7059'MARK IS ABOUT 8.5 MILES (13.7 KM) ENE OF DOWNTOWN ALBANY.  TO REACH
 AB7059'FROM THE JUNCTION OF STATE ROUTES 300 AND 62 (CLARK AVE) AT THE SE
 AB7059'CORNER OF MILLER BREWING PLANT, TRAVEL 4.95 MILES (7.97 KM) NE ALONG
 AB7059'SR 300 TO THE MARK ON THE RIGHT IN TOP CENTER OF HEADWALL, 2.35 MI
 AB7059'(3.78 KM) NE OF BRANCH ROAD, 0.1 MILE (0.2 KM) SW OF DOLES RD, 31 FT
 AB7059'(9.4 M) SOUTHEAST OF C/L HWY 300 NORTHBOUND, 44.5 FT (13.6 M)
 AB7059'NORTHWEST WOVEN WIRE FENCE, 174.5 FT (53.2 M) NORTH-NORTHEAST OF
 AB7059'POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7057 ***********************************************************************
 AB7057  DESIGNATION -  798 NDS
 AB7057  PID         -  AB7057
 AB7057  STATE/COUNTY-  GA/DOUGHERTY
 AB7057  USGS QUAD   -  ACREE (1988)
 AB7057
 AB7057                         *CURRENT SURVEY CONTROL
 AB7057  ___________________________________________________________________
 AB7057* NAD 83(1986)-  31 34 07.     (N)    083 59 47.     (W)     SCALED    
 AB7057* NAVD 88     -        72.823  (meters)     238.92   (feet)  ADJUSTED  
 AB7057  ___________________________________________________________________
 AB7057  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AB7057  DYNAMIC HT  -          72.735 (meters)     238.63  (feet)  COMP
 AB7057  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 AB7057
 AB7057  VERT ORDER  -  SECOND    CLASS II
 AB7057
 AB7057.The horizontal coordinates were scaled from a topographic map and have
 AB7057.an estimated accuracy of +/- 6 seconds.
 AB7057
 AB7057.The orthometric height was determined by differential leveling
 AB7057.and adjusted by the National Geodetic Survey in November 1996..
 AB7057
 AB7057.The geoid height was determined by GEOID03.
 AB7057
 AB7057.The dynamic height is computed by dividing the NAVD 88
 AB7057.geopotential number by the normal gravity value computed on the
 AB7057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7057.degrees latitude (g = 980.6199 gals.).
 AB7057
 AB7057.The modeled gravity was interpolated from observed gravity values.
 AB7057
 AB7057;                    North         East    Units  Estimated Accuracy
 AB7057;SPC GA W     -   173,900.      716,160.      MT  (+/- 180 meters Scaled)
 AB7057
 AB7057                          SUPERSEDED SURVEY CONTROL
 AB7057
 AB7057.No superseded survey control is available for this station.
 AB7057
 AB7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ155965(NAD 83)
 AB7057_MARKER: A = ALUMINUM MARKER
 AB7057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7057_STAMPING: 798 NDS 1990
 AB7057_MARK LOGO: ALBDOU
 AB7057_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7057+STABILITY: SURFACE MOTION
 AB7057
 AB7057  HISTORY     - Date     Condition        Report By
 AB7057  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7057
 AB7057                          STATION DESCRIPTION
 AB7057
 AB7057'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7057'MARK IS ABOUT 10 MILES (16.1 KM) EAST OF DOWNTOWN ALBANY IN EASTERN
 AB7057'DOUGHERTY COUNTY, 1.0 MI (1.6 KM) SOUTH ALONG COUNTY LINE ROAD FROM
 AB7057'HILL ROAD, ON THE RIGHT, 1 MILE (1.6 KM) NORTH OF US 82, 0.1 MILE (0.2
 AB7057'KM) NORTH OF HENRY RD TO EAST, ABOUT OPPOSITE SOUTH END OF GRAY HOUSE
 AB7057'TRAILER TO EAST ACROSS THE ROAD (BOX NUMBER 236, NICHOLS), 31.2 FT
 AB7057'(9.5 M) WEST OF COUNTY LINE ROAD, 3.4 FT (1.0 M) SSE OF A POWERPOLE,
 AB7057'84 FT (25.6 M) WSW OF POWERPOLE WITH TRANSFORMER ACROSS COUNTY LINE
 AB7057'ROAD, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0502 ***********************************************************************
 EE0502  DESIGNATION -  799
 EE0502  PID         -  EE0502
 EE0502  STATE/COUNTY-  GA/POLK
 EE0502  USGS QUAD   -  ROCKMART NORTH (1973)
 EE0502
 EE0502                         *CURRENT SURVEY CONTROL
 EE0502  ___________________________________________________________________
 EE0502* NAD 83(1986)-  34 05 02.     (N)    085 06 50.     (W)     SCALED    
 EE0502* NAVD 88     -       243.361  (meters)     798.43   (feet)  POSTED    
 EE0502  ___________________________________________________________________
 EE0502  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE0502  DYNAMIC HT  -         243.110 (meters)     797.60  (feet)  COMP
 EE0502  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 EE0502
 EE0502  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EE0502
 EE0502.The horizontal coordinates were scaled from a topographic map and have
 EE0502.an estimated accuracy of +/- 6 seconds.
 EE0502
 EE0502.The orthometric height was determined by differential leveling
 EE0502.and adjusted by the National Geodetic Survey in 1992..
 EE0502.No vertical observational check was made to the station.
 EE0502.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EE0502.was located on a no-check spur therefore a value was not computed.
 EE0502
 EE0502.The geoid height was determined by GEOID03.
 EE0502
 EE0502.The dynamic height is computed by dividing the NAVD 88
 EE0502.geopotential number by the normal gravity value computed on the
 EE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0502.degrees latitude (g = 980.6199 gals.).
 EE0502
 EE0502.The modeled gravity was interpolated from observed gravity values.
 EE0502
 EE0502;                    North         East    Units  Estimated Accuracy
 EE0502;SPC GA W     -   453,210.      612,580.      MT  (+/- 180 meters Scaled)
 EE0502
 EE0502                          SUPERSEDED SURVEY CONTROL
 EE0502
 EE0502  NGVD 29 (??/??/92)  243.298  (m)          798.22   (f) ADJ UNCH    1 2
 EE0502
 EE0502.Superseded values are not recommended for survey control.
 EE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0502.See file dsdata.txt to determine how the superseded data were derived.
 EE0502
 EE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC740730(NAD 83)
 EE0502_MARKER: Z = SEE DESCRIPTION
 EE0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0502_SP_SET: CULVERT
 EE0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0502
 EE0502  HISTORY     - Date     Condition        Report By
 EE0502  HISTORY     - UNK      MONUMENTED       USGS
 EE0502  HISTORY     - 1968     GOOD             NGS
 EE0502
 EE0502                          STATION DESCRIPTION
 EE0502
 EE0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0502'4.4 MI N FROM ARAGON.
 EE0502'ABOUT 4.4 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 EE0502'STATION AT ARAGON, ABOUT 0.55 MILE SOUTHEAST OF A BLACKTOP ROAD
 EE0502'CROSSING AT SENEY, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 94,
 EE0502'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST BRICK
 EE0502'HEAD WALL TO A 6-FOOT STONE CULVERT UNDER THE TRACK, 36 FEET
 EE0502'SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET NORTHWEST OF THE SOUTHEAST
 EE0502'END OF THE HEAD WALL AND ABOUT 15 FEET BELOW THE LEVEL OF THE
 EE0502'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7092 ***********************************************************************
 AB7092  DESIGNATION -  799 NDS
 AB7092  PID         -  AB7092
 AB7092  STATE/COUNTY-  GA/DOUGHERTY
 AB7092  USGS QUAD   -  ALBANY EAST (1988)
 AB7092
 AB7092                         *CURRENT SURVEY CONTROL
 AB7092  ___________________________________________________________________
 AB7092* NAD 83(1986)-  31 34 33.     (N)    084 06 12.     (W)     SCALED    
 AB7092* NAVD 88     -        62.606  (meters)     205.40   (feet)  ADJUSTED  
 AB7092  ___________________________________________________________________
 AB7092  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AB7092  DYNAMIC HT  -          62.531 (meters)     205.15  (feet)  COMP
 AB7092  MODELED GRAV-     979,434.5   (mgal)                       NAVD 88
 AB7092
 AB7092  VERT ORDER  -  SECOND    CLASS II
 AB7092
 AB7092.The horizontal coordinates were scaled from a topographic map and have
 AB7092.an estimated accuracy of +/- 6 seconds.
 AB7092
 AB7092.The orthometric height was determined by differential leveling
 AB7092.and adjusted by the National Geodetic Survey in November 1996..
 AB7092
 AB7092.The geoid height was determined by GEOID03.
 AB7092
 AB7092.The dynamic height is computed by dividing the NAVD 88
 AB7092.geopotential number by the normal gravity value computed on the
 AB7092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7092.degrees latitude (g = 980.6199 gals.).
 AB7092
 AB7092.The modeled gravity was interpolated from observed gravity values.
 AB7092
 AB7092;                    North         East    Units  Estimated Accuracy
 AB7092;SPC GA W     -   174,690.      706,010.      MT  (+/- 180 meters Scaled)
 AB7092
 AB7092                          SUPERSEDED SURVEY CONTROL
 AB7092
 AB7092.No superseded survey control is available for this station.
 AB7092
 AB7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV749970(NAD 83)
 AB7092_MARKER: A = ALUMINUM MARKER
 AB7092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7092_STAMPING: 799 NDS 1990
 AB7092_MARK LOGO: ALBDOU
 AB7092_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7092+STABILITY: SURFACE MOTION
 AB7092
 AB7092  HISTORY     - Date     Condition        Report By
 AB7092  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7092
 AB7092                          STATION DESCRIPTION
 AB7092
 AB7092'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7092'MARK IS ABOUT 3 MILES (4.8 KM) EAST OF DOWNTOWN ALBANY, 0.1 MILE (0.2
 AB7092'KM) EAST ALONG BROAD ST FROM TURNER FIELD RD, 0.45 MILE (0.72 KM) EAST
 AB7092'OF US 19 OVERPASS, IN NORTHWEST QUADRANT OF INTERSECTION OF EAST BROAD
 AB7092'STREET AND WHITTLESEY COURT AT APARTMENT COMPLEX, 67 FT (20.4 M) NORTH
 AB7092'OF C/L E.  BROAD, 36.4 FT (11.1 M) WEST OF C/L, WHITTLESEY COURT, 12.5
 AB7092'FT (3.8 M) SOUTH OF SOUTHWEST CORNER BRICK DUMPSTER BIN.  SET FLUSH
 AB7092'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2649 ***********************************************************************
 DF2649  DESIGNATION -  7A 45 GAGS 1935
 DF2649  PID         -  DF2649
 DF2649  STATE/COUNTY-  GA/WALTON
 DF2649  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF2649
 DF2649                         *CURRENT SURVEY CONTROL
 DF2649  ___________________________________________________________________
 DF2649* NAD 83(1994)-  33 38 55.24534(N)    083 43 30.37383(W)     ADJUSTED  
 DF2649* NAVD 88     -       263.10   (+/-2cm)     863.2    (feet)  VERTCON   
 DF2649  ___________________________________________________________________
 DF2649  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DF2649  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DF2649
 DF2649  HORZ ORDER  -  SECOND
 DF2649  VERT ORDER  -  THIRD ? (See Below)
 DF2649
 DF2649.The horizontal coordinates were established by classical geodetic methods
 DF2649.and adjusted by the National Geodetic Survey in September 1997..
 DF2649
 DF2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2649.The vertical order pertains to the NGVD 29 superseded value.
 DF2649
 DF2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2649
 DF2649.The geoid height was determined by GEOID03.
 DF2649
 DF2649;                    North         East     Units Scale Factor Converg.
 DF2649;SPC GA W     -   404,626.814   740,956.920   MT  0.99992067   +0 14 40.8
 DF2649;SPC GA W     - 1,327,513.14  2,430,956.16   sFT  0.99992067   +0 14 40.8
 DF2649;UTM  17      - 3,726,535.033   247,274.222   MT  1.00038748   -1 30 38.8
 DF2649
 DF2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2649!SPC GA W     -   0.99996320  x   0.99992067  =   0.99988387
 DF2649!UTM  17      -   0.99996320  x   1.00038748  =   1.00035067
 DF2649
 DF2649                          SUPERSEDED SURVEY CONTROL
 DF2649
 DF2649  NAD 83(1986)-  33 38 55.25163(N)    083 43 30.37285(W) AD(       ) 2
 DF2649  NAD 27      -  33 38 54.83900(N)    083 43 30.71100(W) AD(       ) 2
 DF2649  NGVD 29 (07/19/86)  263.12   (m)          863.3    (f) LEVELING    3  
 DF2649
 DF2649.Superseded values are not recommended for survey control.
 DF2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2649.See file dsdata.txt to determine how the superseded data were derived.
 DF2649
 DF2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4727426535(NAD 83)
 DF2649_MARKER: DD = SURVEY DISK
 DF2649_SETTING: 0 = UNSPECIFIED SETTING
 DF2649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF2649
 DF2649  HISTORY     - Date     Condition        Report By
 DF2649  HISTORY     - 1935     MONUMENTED       CGS
 DF2649  HISTORY     - 1953     MARK NOT FOUND   CGS
 DF2649
 DF2649                          STATION DESCRIPTION
 DF2649
 DF2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 DF2649'AT SOCIAL CIRCLE, ON WEST SIDE OF STATE HIGHWAY 11.  A STATE SURVEY
 DF2649'STANDARD DISK, 794.00 FEET WEST OF SOCIAL (SEE DESCRIPTION THEREOF)
 DF2649'N 80 DEG 59 MIN W.
 DF2649
 DF2649                          STATION RECOVERY (1953)
 DF2649
 DF2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DF2649'THIS STATION WAS NOT LOCATED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2129 ***********************************************************************
 DF2129  DESIGNATION -  7A 60 ECC
 DF2129  PID         -  DF2129
 DF2129  STATE/COUNTY-  GA/MORGAN
 DF2129  USGS QUAD   -  MADISON (1985)
 DF2129
 DF2129                         *CURRENT SURVEY CONTROL
 DF2129  ___________________________________________________________________
 DF2129* NAD 83(1994)-  33 36 42.59320(N)    083 26 57.14468(W)     ADJUSTED  
 DF2129* NAVD 88     -       212.4    (meters)     697.     (feet)  VERTCON   
 DF2129  ___________________________________________________________________
 DF2129  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DF2129  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DF2129
 DF2129  HORZ ORDER  -  FIRST
 DF2129
 DF2129.The horizontal coordinates were established by classical geodetic methods
 DF2129.and adjusted by the National Geodetic Survey in September 1997..
 DF2129
 DF2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2129
 DF2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2129
 DF2129.The geoid height was determined by GEOID03.
 DF2129
 DF2129;                    North         East     Units Scale Factor Converg.
 DF2129;SPC GA W     -   400,683.523   766,576.359   MT  0.99995463   +0 23 49.8
 DF2129;SPC GA W     - 1,314,575.86  2,515,009.27   sFT  0.99995463   +0 23 49.8
 DF2129;SPC GA E     -   401,190.221    80,984.598   MT  1.00007457   -0 42 36.2
 DF2129;SPC GA E     - 1,316,238.25    265,696.97   sFT  1.00007457   -0 42 36.2
 DF2129;UTM  17      - 3,721,807.432   272,770.462   MT  1.00023660   -1 21 22.9
 DF2129
 DF2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2129!SPC GA W     -   0.99997109  x   0.99995463  =   0.99992572
 DF2129!SPC GA E     -   0.99997109  x   1.00007457  =   1.00004566
 DF2129!UTM  17      -   0.99997109  x   1.00023660  =   1.00020769
 DF2129
 DF2129|---------------------------------------------------------------------|
 DF2129| PID    Reference Object                     Distance      Geod. Az  |
 DF2129|                                                           dddmmss.s |
 DF2129| DF3213 7A 60 ECC RM 1                       35.687 METERS 07526     |
 DF2129| DF3212 7A 60 ECC AZ MK                                    1132115.4 |
 DF2129| DF3214 7A 60 ECC RM 2                       33.026 METERS 21827     |
 DF2129| DF3215 7A 60 ECC RM 3 AZIMUTH                             3515240.8 |
 DF2129|---------------------------------------------------------------------|
 DF2129
 DF2129                          SUPERSEDED SURVEY CONTROL
 DF2129
 DF2129  NAD 83(1986)-  33 36 42.59942(N)    083 26 57.14367(W) AD(       ) 1
 DF2129  NAD 27      -  33 36 42.14500(N)    083 26 57.55000(W) AD(       ) 1
 DF2129  NGVD 29 (07/19/86)  212.5    (m)          697.     (f) VERT ANG       
 DF2129
 DF2129.Superseded values are not recommended for survey control.
 DF2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2129.See file dsdata.txt to determine how the superseded data were derived.
 DF2129
 DF2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7277021807(NAD 83)
 DF2129_MARKER: DS = TRIANGULATION STATION DISK
 DF2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2129
 DF2129  HISTORY     - Date     Condition        Report By
 DF2129  HISTORY     - 1935     MONUMENTED       CGS
 DF2129  HISTORY     - 1954     GOOD             CGS
 DF2129  HISTORY     - 1975     GOOD             NGS
 DF2129
 DF2129                          STATION DESCRIPTION
 DF2129
 DF2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF2129'ABOUT 1.5 MILES NORTHEAST OF MADISON, ON CENTRAL OF GEORGIA RAILWAY
 DF2129'RIGHT-OF-WAY, ABOUT 250 FEET EAST OF CENTER LINE OF U.S. HIGHWAY
 DF2129'129, ABOUT 200 FEET EAST OF HIGHWAY BRIDGE OVER TRACKS, 133.8 FEET
 DF2129'WEST OF CENTER LINE OF T-ROAD, 82.4 FEET SOUTH-SOUTHWEST OF
 DF2129'SOUTHWEST CORNER OF GRADY DENIS HOUSE, 47.5 FEET NORTH OF CENTER
 DF2129'LINE OF NORTH TRACKS, ABOUT 30 FEET LOWER THAN ROADWAY AND 20 FEET
 DF2129'NORTH OF CENTER LINE OF ABANDONED ROAD.  TO REACH FROM POST OFFICE
 DF2129'AT MADISON, FOLLOW U.S. HIGHWAY 129 EAST FOR 1.7 MILES TO ROAD
 DF2129'TURNING SHARP RIGHT AT A POINT 0.2 MILE BEYOND CREST OF RIDGE.  TURN
 DF2129'SHARP RIGHT ON DIRT ROAD FOR 0.15 MILE TO T-ROAD AT RAILWAY AND
 DF2129'TURN RIGHT FOR ABOUT 40 YARDS TO STATION.  SURFACE AND UNDERGROUND
 DF2129'MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 DF2129'AND AZIMUTH MARKS ARE STANDARD REFERENCE-MARK DISKS IN
 DF2129'ROUND CONCRETE MONUMENTS.
 DF2129'REFERENCE MARK NO. 1 IS AT END OF T-ROAD, 10 FEET NORTH OF CENTER
 DF2129'LINE OF NORTH RAILWAY TRACKS, 7 FEET WEST OF CONCRETE CROSS MARKED
 DF2129'AUGUSTA-MADISON AND 117.11 FEET EAST OF STATION N 75 DEG 25 MIN E.
 DF2129'NO. 2 IS 45 FEET NORTHEAST OF MILEPOST 74, 10 FEET NORTH OF
 DF2129'CENTER LINE OF NORTH TRACKS AND 108.31 FEET SOUTHWEST OF STATION S
 DF2129'38 DEG 27 MIN W. REFERENCE MARK NO. 1 IS 213.8 FEET FROM NO. 2.
 DF2129'AZIMUTH MARK IS ON PROPERTY BELONGING TO HARRIET COLLIERS, AT
 DF2129'NORTHWEST CORNER OF CULTIVATED FIELD, 22 FEET NORTHWEST OF CENTER
 DF2129'LINE OF HIGHWAY, ABOUT 3 FEET HIGHER THAN ROADWAY AND 0.25 MILE
 DF2129'SOUTHEAST OF STATION S 66 DEG 39 MIN E.  FOLLOWING
 DF2129'DISTANCES AND BEARINGS ARE FROM STATION--7A-61 (GA. GEOD.S.) (SEE
 DF2129'DESCRIPTION THEREOF) 1538.36 FEET (COMPUTED), N 59 DEG 10 MIN E.
 DF2129'14A-1 (GA.GEOD.S.) (SEE DESCRIPTION THEREOF) 587.55 FEET
 DF2129'(COMPUTED), N 63 DEG 37 MIN E.  7A-60 (GA.GEOD.S.) IS A
 DF2129'STATE SURVEY STANDARD DISK, ABOUT 125 FEET EAST OF MILEPOST M-74, 20
 DF2129'FEET SOUTH OF CENTER LINE OF ABANDONED ROAD, 9 FEET NORTH OF CENTER
 DF2129'LINE OF RAILWAY TRACKS AND 39.99 FEET SOUTH OF STATION S 16 DEG 48
 DF2129'MIN E.
 DF2129
 DF2129                          STATION RECOVERY (1954)
 DF2129
 DF2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF2129'THE STATION WAS VISITED.  THE STATION MARK, REFERENCE MARKS 1 AND 2,
 DF2129'AZIMUTH MARK, AND 7A-60 (GA.GEOD.2.) WERE FOUND IN GOOD CONDITION.
 DF2129'MARKS 7A-61 (GA. GEOD. S.) AND 14A-1 (GA. GEOD. S.) WERE NOT
 DF2129'LOCATED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DF2129'
 DF2129'THE STATION IS LOCATED 1.5 MI. NE OF MADISON, AT THE INTERSECTION OF
 DF2129'THE CENTRAL OF GEORGIA RAILWAY AND U.S. HIGHWAY 129, AT THE S EDGE OF
 DF2129'A GARDEN PLOT OWNED BY MR. J.S. WOOD, 200 FT. E OF THE OVERPASS ON
 DF2129'U.S. HIGHWAY 129, 134 FT. W OF THE CENTER OF A T-ROAD INTERSECTION,
 DF2129'20 FT. N OF THE CENTERLINE OF AN ABANDONED ROAD, 45 FT. N OF THE N
 DF2129'RAIL OF THE TRACKS, 8 FT. N OF A FENCE LINE, AND 82.4 FT. S-SW OF THE
 DF2129'SW CORNER OF MR. WOODS HOUSE.  IT IS A STANDARD STATION-MARK DISK,
 DF2129'STAMPED 7A 60 ECC 1935 AND PROJECTS 4 IN.
 DF2129'
 DF2129'REFERENCE MARK 1 IS 117.11 FT. E-NE OF THE STATION N 75
 DF2129'DEG 25 MIN E.  IT IS 8 FT. N OF THE N RAIL OF THE TRACKS, AND 7 FT.  W
 DF2129'OF A CONCRETE CROSS MARKED AUGUSTA-MADISON.  IT IS A STANDARD
 DF2129'REFERENCE-MARK DISK, STAMPED 7A 60 ECC NO 1 1935 AND PROJECTS 6 IN.
 DF2129'
 DF2129'REFERENCE MARK 2 IS 108.31 FT. SW OF THE STATION S 38 DEG 37
 DF2129'MIN W.  IT IS 45 FT. NE OF MILEPOST 74, AND 8 FT. N OF THE N RAIL OF
 DF2129'THE TRACKS.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED 7A 60
 DF2129'ECC NO 2 1935 AND PROJECTS 4 IN.
 DF2129'
 DF2129'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 213.8 FT.
 DF2129'
 DF2129'7A-60 (GA. GEOD. S) STATION IS 39.99 FT. S-SE OF THE STATION
 DF2129'S 16 DEG 48 MIN E.  IT IS 6 FT. N OF THE N RAIL OF THE TRACKS,
 DF2129'135 FT. E OF MILEPOST 74, AND 20 FT. S OF THE CENTERLINE OF AN
 DF2129'ABANDONED ROAD.  IT IS A STANDARD STATE SURVEY DISK, STAMPED 7A 60
 DF2129'698.028 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DF2129'
 DF2129'THE AZIMUTH MARK IS 0.25 MI. (AIRLINE) E-SE OF THE STATION
 DF2129'S 66 DEG 39 MIN E.  IT IS IN THE NW CORNER OF A
 DF2129'CULTIVATED FIELD, 23 FT. S OF THE CENTERLINE OF THE HIGHWAY, AND 13
 DF2129'FT. E OF THE CENTERLINE OF A DRIVEWAY TO A HOUSE.  IT IS A STANDARD
 DF2129'REFERENCE-MARK DISK, STAMPED 7A 60 ECC AZI 1935 AND PROJECTS 6 IN.
 DF2129'THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION BY A
 DF2129'HOUSE BUILT ON LINE.
 DF2129
 DF2129                          STATION RECOVERY (1975)
 DF2129
 DF2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2129'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 DF2129'CONDITION.  THE AZIMUTH MARK IS BELIEVED TO HAVE BEEN DESTROYED
 DF2129'BY ROAD WORK.  A DISTANT REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 DF2129'TIME.  7 A 60 (GEORGIA GEODETIC SURVEY) MARK WAS SEARCHED FOR BUT
 DF2129'NOT RECOVERED.  THE DIRECTION TO REFERENCE MARK 1 AND 2 COMPARES
 DF2129'FAVORABLY TO THE 1935 DATA.  THE DISTANCE TO REFERENCE MARK 1
 DF2129'IS NOTED TO BE LESS BY 0.02 FOOT AND REFERENCE MARK 2 IS
 DF2129'GREATER BY 0.04 FOOT.  A COMPLETE DESCRIPTION FOLLOWS.
 DF2129'
 DF2129'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF THE CENTER
 DF2129'OF MADISON, AT THE INTERSECTION OF THE CENTRAL OF GEORGIA
 DF2129'RAILROAD AND U.S. HIGHWAYS 441 AND 129 AND ON PROPERTY OWNED BY
 DF2129'MR. W.B. NEARN, WHO LIVES IN HOUSE AT THE STATION SITE.
 DF2129'
 DF2129'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 441, 129, 278 AND
 DF2129'STATE ROUTE 12 ABOUT 1.5 MILES NORTHEAST OF THE CENTER OF MADISON,
 DF2129'GO NORTH ON HIGHWAYS 441 AND 129 FOR 0.1 MILE TO A RAILROAD
 DF2129'OVERPASS.  CONTINUE NORTH FOR 0.2 MILE TO A ROAD RIGHT.  (TO
 DF2129'REACH REFERENCE MARK 3, CONTINUE NORTH FOR 0.05 MILE TO THE MARK
 DF2129'ON THE RIGHT.) TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST ON PAVED
 DF2129'ROAD FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION
 DF2129'ABOUT 125 FEET WEST-SOUTHWEST ALONG NORTH EDGE OF A DRIVEWAY.
 DF2129'
 DF2129'THE STATION MARK, A STANDARD DISK STAMPED 7 A 60 ECC 1935, IS SET
 DF2129'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DF2129'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET NORTHWEST OF THE
 DF2129'NORTH RAIL OF THE RAILROAD TRACK, 24.5 FEET SOUTHWEST OF A UTILITY
 DF2129'POLE AND 15 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DF2129'METAL BUILDING.
 DF2129'
 DF2129'REFERENCE MARK 1, A STANDARD DISK STAMPED 7 A 60 ECC NO 1 1935, IS
 DF2129'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF2129'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 104.5 FEET
 DF2129'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 51 FEET SOUTHWEST
 DF2129'OF THE CENTER OF THE PAVED ROAD AT A CURVE AND 8.4 FEET
 DF2129'NORTHWEST OF THE NORTH RAIL OF THE RAILROAD.
 DF2129'
 DF2129'REFERENCE MARK 2, A STANDARD DISK STAMPED 7 A 60 ECC NO 2 1935,
 DF2129'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2129'FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET SOUTH-SOUTHWEST
 DF2129'OF THE SOUTHWEST CORNER OF THE METAL BUILDING, 70 FEET WEST OF A
 DF2129'UTILITY POLE AND 10 FEET NORTHWEST OF THE NORTH RAIL OF THE
 DF2129'RAILROAD.
 DF2129'
 DF2129'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ 7 A 60 ECC 1935
 DF2129'NO 3 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2129'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 DF2129'IS 39 FEET EAST OF THE ROAD CENTER, 2 FEET SOUTH OF A METAL
 DF2129'WITNESS POST AND 1 FOOT WEST OF A FENCE.
 DF2129'
 DF2129'HEIGHT OF LIGHT ABOVE STATION MARK 99.6 FEET.
 DF2129'
 DF2129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2129'1.5 MILES NORTHEAST OF MADISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4093 ***********************************************************************
 CK4093  DESIGNATION -  7C 14 ECC
 CK4093  PID         -  CK4093
 CK4093  STATE/COUNTY-  GA/BULLOCH
 CK4093  USGS QUAD   -  STATESBORO (1993)
 CK4093
 CK4093                         *CURRENT SURVEY CONTROL
 CK4093  ___________________________________________________________________
 CK4093* NAD 83(1994)-  32 27 44.93681(N)    081 47 25.66871(W)     ADJUSTED  
 CK4093* NAVD 88     -        78.6    (meters)     258.     (feet)  VERTCON   
 CK4093  ___________________________________________________________________
 CK4093  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK4093  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CK4093
 CK4093  HORZ ORDER  -  SECOND
 CK4093
 CK4093.The horizontal coordinates were established by classical geodetic methods
 CK4093.and adjusted by the National Geodetic Survey in September 1997..
 CK4093
 CK4093.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4093
 CK4093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4093
 CK4093.The geoid height was determined by GEOID03.
 CK4093
 CK4093;                    North         East     Units Scale Factor Converg.
 CK4093;SPC GA E     -   273,059.133   235,365.594   MT  0.99991542   +0 12 06.9
 CK4093;SPC GA E     -   895,861.51    772,195.29   sFT  0.99991542   +0 12 06.9
 CK4093;UTM  17      - 3,591,975.321   425,712.693   MT  0.99966805   -0 25 27.5
 CK4093
 CK4093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4093!SPC GA E     -   0.99999237  x   0.99991542  =   0.99990779
 CK4093!UTM  17      -   0.99999237  x   0.99966805  =   0.99966042
 CK4093
 CK4093|---------------------------------------------------------------------|
 CK4093| PID    Reference Object                     Distance      Geod. Az  |
 CK4093|                                                           dddmmss.s |
 CK4093| CK4094 7C 14 GAGS 1935                      17.359 METERS 02324     |
 CK4093| CK4095 STATESBORO MUN TANK                 APPROX. 1.5 KM 1490408.3 |
 CK4093| CK4099 STATESBORO CTHSE TWR                APPROX. 1.6 KM 1543832.2 |
 CK4093| CK4426 7C 14 ECC RM 1                       42.194 METERS 23719     |
 CK4093| CK4428 7C 14 ECC RM 3                       42.282 METERS 24725     |
 CK4093| CK4424 7C 14 ECC AZ MK 2                                  3272932.0 |
 CK4093| CK4425 7C 14 ECC AZ MK RESET               APPROX. 1.2 KM 3284430.4 |
 CK4093| CK4423 7C 14 ECC AZ MK                                    3311605.8 |
 CK4093| CK4427 7C 14 ECC RM 2                       38.490 METERS 34811     |
 CK4093|---------------------------------------------------------------------|
 CK4093
 CK4093                          SUPERSEDED SURVEY CONTROL
 CK4093
 CK4093  NAD 83(1986)-  32 27 44.93385(N)    081 47 25.66935(W) AD(       ) 2
 CK4093  NAD 27      -  32 27 44.29900(N)    081 47 26.26800(W) AD(       ) 2
 CK4093  NGVD 29 (05/08/96)   78.8    (m)          259.     (f) VERT ANG       
 CK4093
 CK4093.Superseded values are not recommended for survey control.
 CK4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4093.See file dsdata.txt to determine how the superseded data were derived.
 CK4093
 CK4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2571391975(NAD 83)
 CK4093_MARKER: DS = TRIANGULATION STATION DISK
 CK4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4093
 CK4093  HISTORY     - Date     Condition        Report By
 CK4093  HISTORY     - 1935     MONUMENTED       CGS
 CK4093  HISTORY     - 1954     GOOD             CGS
 CK4093  HISTORY     - 1959     GOOD             CGS
 CK4093  HISTORY     - 1979     GOOD             NGS
 CK4093  HISTORY     - 1982     GOOD             GADT
 CK4093
 CK4093                          STATION DESCRIPTION
 CK4093
 CK4093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4093'ABOUT 1.0 MILE NORTH OF STATESBORO, ABOUT 285 FEET WEST-NORTHWEST OF
 CK4093'INTERSECTION OF CENTER LINES OF U.S. HIGHWAY 80 AND SIDE ROAD, 120
 CK4093'FET NORTH-NORTHEAST OF CENTER LINE OF SIDE ROAD AND 84 FEET
 CK4093'SOUTHWEST OF CENTER LINE OF HIGHWAY.  TO REACH FROM COURTHOUSE AT
 CK4093'STATESBORO, GO NORTHEAST AND NORTH ON U.S. HIGHWAY 80 FOR 1.1 MILES
 CK4093'TO CROSSROADS AND STATION IN WEST ANGLE.  SURFACE AND UNDERGROUND
 CK4093'MARKS ARE STANDARD DISKS IN CONCRETE.  UPPER MARK IS
 CK4093'ABOUT 14 INCHES BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH
 CK4093'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK
 CK4093'NO. 1 PROJECTS ABOUT 5 INCHES, IS ABOUT 6 YARDS NORTH-NORTHEAST OF
 CK4093'CENTER LINE OF SIDE ROAD AND 138.43 FEET WEST-SOUTHWEST OF STATION
 CK4093'S 57 DEG 19 MIN W.  NO. 2 PROJECTS ABOUT 8 INCHES, IS 36 FEET
 CK4093'SOUTHWEST OF CENTER LINE OF HIGHWAY, 2 FEET NORTHEAST OF FENCE LINE
 CK4093'AND 126.32 FEET NORTH OF STATION N 11 DEG 49 MIN W.
 CK4093'AZIMUTH MARK PROJECTS ABOUT 6 INCHES, IS ABOUT 125 FEET NORTHWEST OF
 CK4093'SOUTHWEST CORNER OF FILLING STATION, 50 FEET NORTHEAST OF CENTER LINE
 CK4093'OF HIGHWAY AND 0.3 MILE (BY ROAD) NORTH-NORTHWEST OF STATION
 CK4093'N 28 DEG 44 MIN W.  7C-14 (GA. GEOD. S.) (SEE
 CK4093'DESCRIPTION THEREOF) IS 56.96 FEET NORTH-NORTHEAST OF STATION
 CK4093'N 23 DEG 24 MIN E.  7C-15 (GA. GEOD. S.) (SEE
 CK4093'DESCRIPTION THEREOF) IS 0.6 MILE NORTH-NORTHWEST OF STATION
 CK4093'N 32 DEG 28 MIN W.  FOLLOWING DISTANCES AND BEARINGS
 CK4093'ARE FROM STATION--STATESBORO, MUNICIPAL WATER TANK, FINIAL, (SEE
 CK4093'DESCRIPTION THEREOF), 1.0 MILE, S 30 DEG 56 MIN E.
 CK4093'STATESBORO, COURTHOUSE TOWER, FINIAL, (SEE DESCRIPTION THEREOF), 1.0
 CK4093'MILE, S 25 DEG 22 MIN E.
 CK4093
 CK4093                          STATION RECOVERY (1954)
 CK4093
 CK4093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4093'RECOVERED AS DESCRIBED, EXCEPT FOR CHANGED CONDITIONS AND DESTROYED
 CK4093'REFERENCE MARK 1 AND AZIMUTH MARK.  SET REFERENCE MARK 3 AND A NEW
 CK4093'AZIMUTH MARK.  COURTHOUSE FINIAL OBSCURED NOW BY TREES AS IS ALSO
 CK4093'THE MUNICIPAL WATER TANK EXCEPT WHEN A CROSSWIND CLEARS THE LINE.
 CK4093'
 CK4093'THE STATION IS ABOUT 1 MI. N 25 DEG W FROM THE COURTHOUSE IN
 CK4093'STATESBORO, ABOUT 0.1 MI. E OF THE RELOCATED U.S. HIGHWAY 80, 120
 CK4093'FT. N OF THE CENTERLINE OF AN UNNAMED STREET, 84 FT. SW OF THE
 CK4093'CENTERLINE OF PARISH STREET, 61 FT. W OF A POWER POLE, AND 44 FT. SW
 CK4093'OF THE LINE OF POWER POLES.  THE UPPER MARK IS 12 IN. UNDER
 CK4093'GROUND, AND THE DISK IS STAMPED 7 C 14 ECC 1935.
 CK4093'
 CK4093'REFERENCE MARK 2 IS 126.32 FT. N 11 DEG 49 MIN W FROM
 CK4093'THE STATION, 159.5 FT. NW OF A POWER POLE, AND 35 FT. SW OF THE
 CK4093'CENTERLINE OF PARISH STREET.  THE MARK
 CK4093'PROJECTS 8 IN., AND THE DISK IS STAMPED 7C 14 ECC NO 2 1935.
 CK4093'
 CK4093'REFERENCE MARK 3 IS 138.43 FT. S 67 DEG 19 MIN W (SAME
 CK4093'DISTANCE AND 10 DEG GREATER AZIMUTH THAN OLD REFERENCE MARK 1) FROM
 CK4093'THE STATION, 259 FT. E OF THE INTERSECTION OF THE CENTERLINE OF U.S.
 CK4093'HIGHWAY 80 AND AN UNNAMED STREET, AND 28 FT.  N OF THE CENTERLINE
 CK4093'OF THE LATTER.  THE MARK IS SET IN A ROUND CONCRETE MONUMENT, IT
 CK4093'PROJECTS 8 IN., AND THE DISK IS STAMPED 7 C 14 ECC NO 3 1954.
 CK4093'
 CK4093'TRAVERSE STATION 7 C 14 (GA.GEOD.S.) IS 56.95 FT. N 23 DEG 24 MIN E
 CK4093'FROM THE STATION, 73 FT. NW OF A POWER POLE, 36 FT.
 CK4093'SW OF THE CENTERLINE OF PARISH STREET, AND 6 FT.  NE OF THE LINE OF
 CK4093'POWER POLES.  THE MARK IS A STATE SURVEY AND COAST SURVEY STANDARD
 CK4093'DISK, STAMPED 7 C 14 AND SET IN THE TOP OF A 6-IN. CONCRETE POST.
 CK4093'
 CK4093'AZIMUTH MARK IS ABOUT 0.5 MI. N 32 DEG 31 MIN W
 CK4093'FROM THE STATION, 38.3 FT. NE OF THE CENTERLINE OF U.S.
 CK4093'HIGHWAY 80, 24.5 FT. W OF THE PROJECTED PLANE OF THE E WALL OF A
 CK4093'CONCRETE-BLOCK SERVICE STATION, AND 5 FT. E OF A TELEPHONE POLE THAT
 CK4093'IS THE FIRST E OF THE LOCAL ROAD GRADE SUMMIT.  THE MARK IS A
 CK4093'STANDARD AZIMUTH DISK, SET IN THE TOP OF A ROUND CONCRETE POST, AND
 CK4093'STAMPED 7 C 14 ECC RESET 1954.  IT PROJECTS 3 IN.
 CK4093'
 CK4093'STATESBORO, MUNICIPAL WATER TANK (NOW SMALLER, HIGHER-SITUATED,
 CK4093'AND THE NW ONE OF TWO) IS S 30 DEG 56 MIN E ABOUT
 CK4093'1 MI. DISTANT.  COURTHOUSE, FINIAL, NOW OBSTRUCTED BY TREE TOPS IS
 CK4093'ABOUT 1 MI. DISTANT S 25 DEG 22 MIN E.
 CK4093'
 CK4093'TO REACH FROM THE COURTHOUSE IN STATESBORO, GO N ON NORTH MAIN STREET
 CK4093'FOR 0.6 MI. AND TURN LEFT ONTO PARISH STREET, THENCE NW FOR 0.5 MI.
 CK4093'TO THE STATION ON THE LEFT.
 CK4093
 CK4093                          STATION RECOVERY (1959)
 CK4093
 CK4093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 CK4093'RECOVERED AS DESCRIBED IN THE RECOVERY NOTE DATED OCT. 22, 1954,
 CK4093'EXCEPT THAT EVIDENTLY R.M. NO. 3 MAY HAVE BEEN DISPLACED 0.3 FOOT
 CK4093'AWAY FROM THE STATION AND ITS AZIMUTH INCREASED ABOUT 6 MINUTES AS
 CK4093'OBSERVED FROM THE STATION.  DUE TO HWY. CONST. DOOMING OF THE 1954
 CK4093'AZIMUTH MARK, A NEW AZIMUTH MARK WAS SET.
 CK4093'
 CK4093'AZIMUTH MARK STAMPED 7 C 14 ECC. RESET 1959 IS A STANDARD DISK
 CK4093'SET IN A ROUND CONCRETE MONUMENT.  IT IS ABOUT 0.75
 CK4093'MILE NORTHWESTERLY FROM THE STATION, 4 OR 5 FEET SW OF THE NE
 CK4093'RIGHT-OF-WAY LINE OF THE DUAL HIGHWAY, ON THE CREST OF A RIDGE, 33.5
 CK4093'FEET SE OF A CREOSOTED TELEPHONE POLE, 1.5 FEET NW OF THE
 CK4093'PROJECTION OF A PROPERTY-LINE FENCE, 1.7 FEET NW OF A STEEL
 CK4093'WITNESS, AND PROJECTING 0.5 FOOT ABOVE GROUND.
 CK4093
 CK4093                          STATION RECOVERY (1979)
 CK4093
 CK4093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK4093'STATION MARK, REFERENCE MARK 2 AND THE 1959 AZIMUTH MARK WERE
 CK4093'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED,
 CK4093'ONLY A HOLE IN THE GROUND AT THE MEASURED DISTANCE.  THE STATION AREA
 CK4093'IS NOW A LAWN AT A TRIANGULAR-SHAPED PIECE OF GROUND BETWEEN ROADS.
 CK4093'
 CK4093'TO REACH FROM THE COURTHOUSE IN STATESBORO, GO NORTH ON
 CK4093'U.S. HIGHWAY 301 FOR 0.6 MILE TO A CROSS STREET (HIGHWAY 301 TURNS
 CK4093'RIGHT).  TURN LEFT ON PARISH STREET FOR 0.5 MILE TO A PAVED STREET
 CK4093'ANGLING LEFT AND THE STATION ON THE LEFT.
 CK4093'
 CK4093'STATION MARK, A STANDARD DISK STAMPED---7C 14 EEC 1935---IS SET IN
 CK4093'THE TOP OF A ROUND CONCRETE POST 2 INCHES BELOW GROUND.  IT IS 84
 CK4093'FEET SOUTHWEST OF THE CENTER OF PARISH STREET, 179 FEET NORTHWEST OF
 CK4093'THE CENTER OF MILLER STREET, 116 FEET SOUTHWEST OF A FIRE HYDRANT,
 CK4093'61 FEET WEST OF A UTILITY POLE, AND 99 FEET NORTHWEST OF A 6-INCH
 CK4093'MAGNOLIA TREE.
 CK4093'
 CK4093'REFERENCE MARK 2, A STANDARD DISK STAMPED---7C 14 ECC NO 2 1935---
 CK4093'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 12 INCHES.  IT
 CK4093'IS 35 FEET SOUTHWEST OF THE CENTER OF PARISH STREET, 159 FEET
 CK4093'NORTHWEST OF A UTILITY POLE, 96.5 FEET SOUTHEAST OF A UTILITY POLE,
 CK4093'4 FEET NORTHEAST OF THE LINE OF POLES, AND 5 FEET LOWER THAN THE
 CK4093'STATION.
 CK4093'
 CK4093'AZIMUTH MARK, A STANDARD DISK STAMPED---7C 14 ECC RESET 1959---IS
 CK4093'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.  IT IS
 CK4093'64.5 FEET NORTHEAST OF THE CENTER OF THE WESTBOUND LANE OF
 CK4093'U.S. HIGHWAY 80, 3 FEET HIGHER THAN THE ROAD, 103 FEET NORTHWEST OF
 CK4093'THE CENTER OF A DIRT DRIVEWAY, 4 FEET SOUTHWEST OF A SAWED-OFF UTILITY
 CK4093'POLE FENCE CORNER, 35 FEET SOUTHEAST OF A UTILITY POLE WITH STEPS,
 CK4093'AND 43 PACES SOUTHEAST OF THE EXTENSION OF THE SOUTHEAST EDGE OF A
 CK4093'PAVED CROSSOVER.
 CK4093'
 CK4093'RECON LOST THE MILAGE FROM STATION TO AZIMUTH MARK, BUT IT IS
 CK4093'ON THE FIRST HIGH GROUND ALONG HIGHWAY 80 WESTERLY OF THE STATION
 CK4093'(PROBABLY ABOUT 1/2 MILE).
 CK4093
 CK4093                          STATION RECOVERY (1982)
 CK4093
 CK4093'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4093'THE STATION AND REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE FOUND IN
 CK4093'GOOD CONDITION.  A THROUGH SEARCH WAS MADE FOR REFERENCE MARK NO 3.
 CK4093'DISTANCES WERE PULLED AND A BEARING WAS SHOT BUT AFTER DIGGING AND
 CK4093'PROBING IT COULD NOT BE FOUND.  DUE TO CHANGES IN THE AREA A COMPLETE
 CK4093'NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 15.9 KM (9.9 MI)
 CK4093'SOUTHEAST OF PORTAL, 17.9 KM (11.1 MI) NORTHEAST OF PULASKI, AND
 CK4093'INSIDE THE CITY LIMITS OF STATESBORO. OWNERSHIP--UNKNOWN.
 CK4093'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 CK4093'GO NORTH ALONG U.S. HIGHWAY 301 FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF
 CK4093'PARRISH STREET TO THE LEFT AND U.S. HIGHWAY 301 TURNING TO THE RIGHT.
 CK4093'TURN LEFT AND GO WEST ALONG PARRISH STREET FOR 0.8 KM (0.5 MI) TO THE
 CK4093'JUNCTION OF MILLER STREET ANGLING LEFT AND THE STATION ON THE LEFT.
 CK4093'THE STATION IS A STANDARD CGS DISK STAMPED---7C 14 ECC 1935---, SET
 CK4093'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 CK4093'2.5 CM BELOW THE GROUND.  IT IS LOCATED 25.76 METERS (84.5 FT)
 CK4093'SOUTHWEST FROM THE CENTERLINE OF PARRISH STREET, 18.75 METERS (61.5
 CK4093'FT) WEST FROM A POWER POLE, AND 34.75 METERS (114 FT) NORTH-NORTHWEST
 CK4093'FROM THE CENTERLINE OF MILLER STREET. THE UNDERGROUND MARK IS A
 CK4093'STANDARD CGS DISK STAMPED---7C 14 ECC 1935---, SET INTO AN IRREGULAR
 CK4093'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK4093'REFERENCE MARK NUMBER 2 IS A STANDARD USGS DISK STAMPED---7C 14 NO 2
 CK4093'1935---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK4093'DIAMETER PROJECTING 30. CM BELOW THE GROUND.  IT IS LOCATED 10.97
 CK4093'METERS (36 FT) SOUTHWEST FROM THE CENTERLINE OF PARRISH STREET, 29.38
 CK4093'METERS (96.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE, AND 48.83 METERS
 CK4093'(160.2 FT) NORTH-NORTHWEST FROM ANOTHER POWER POLE. MARK IS BELOW
 CK4093'STATION 3.05 METERS.
 CK4093'AZIMUTH MARK NUMBER 2 IS A STANDARD CGS DISK STAMPED---7C 14 ECC RESET
 CK4093'1959---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 CK4093'DIAMETER PROJECTING 13 CM BELOW THE GROUND.  IT IS LOCATED 19.81
 CK4093'METERS (65 FT) NORTHEAST FROM THE CENTERLINE OF THE NORTHEAST BOUND
 CK4093'LANE OF THE HIGHWAY, 39.01 METERS (128 FT) NORTHWEST FROM THE WEST
 CK4093'CORNER OF A BRICK BUILDING, 20.36 METERS (66.8 FT) NORTHWEST FROM A
 CK4093'POWER POLE, 1.22 METERS (4 FT) SOUTHWEST FROM A FENCE CORNER, 10.49
 CK4093'METERS (34.4 FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE, AND 0.58 METER
 CK4093'(1.9 FT) WEST FROM A WITNESS POST. TO REACH AZIMUTH MARK FROM THE
 CK4093'STATION PROCEED NORTH ALONG PARRISH STREET FOR 0.3 KM (0.2 MI) TO THE
 CK4093'JUNCTION OF U.S. HIGHWAY 25 AND U.S. HIGHWAY 80 CROSSING.  TURN RIGHT
 CK4093'GOING NORTHWEST ALONG U.S. HIGHWAYS 25 AND 80 FOR 0.9 KM (0.55 MI) TO
 CK4093'THE AZIMUTH MARK ON THE RIGHT.
 CK4093'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK4093'GEORGIA 1976.  REVISED AUGUST 1976.
 CK4093'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4425 ***********************************************************************
 CK4425  DESIGNATION -  7C 14 ECC AZ MK RESET
 CK4425  PID         -  CK4425
 CK4425  STATE/COUNTY-  GA/BULLOCH
 CK4425  USGS QUAD   -  STATESBORO (1993)
 CK4425
 CK4425                         *CURRENT SURVEY CONTROL
 CK4425  ___________________________________________________________________
 CK4425* NAD 83(1994)-  32 28 17.37738(N)    081 47 48.89864(W)     ADJUSTED  
 CK4425* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 CK4425  ___________________________________________________________________
 CK4425  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CK4425  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 CK4425
 CK4425  HORZ ORDER  -  SECOND
 CK4425
 CK4425.The horizontal coordinates were established by classical geodetic methods
 CK4425.and adjusted by the National Geodetic Survey in September 1997..
 CK4425
 CK4425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4425
 CK4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4425
 CK4425.The geoid height was determined by GEOID03.
 CK4425
 CK4425;                    North         East     Units Scale Factor Converg.
 CK4425;SPC GA E     -   274,056.227   234,755.527   MT  0.99991489   +0 11 54.6
 CK4425;SPC GA E     -   899,132.80    770,193.76   sFT  0.99991489   +0 11 54.6
 CK4425;UTM  17      - 3,592,978.776   425,113.709   MT  0.99966915   -0 25 40.3
 CK4425
 CK4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4425!SPC GA E     -   0.99999290  x   0.99991489  =   0.99990779
 CK4425!UTM  17      -   0.99999290  x   0.99966915  =   0.99966205
 CK4425
 CK4425                          SUPERSEDED SURVEY CONTROL
 CK4425
 CK4425  NAD 83(1986)-  32 28 17.37447(N)    081 47 48.89920(W) AD(       ) 2
 CK4425  NGVD 29 (05/08/96)   75.4    (m)          247.     (f) VERT ANG       
 CK4425
 CK4425.Superseded values are not recommended for survey control.
 CK4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4425.See file dsdata.txt to determine how the superseded data were derived.
 CK4425
 CK4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2511492979(NAD 83)
 CK4425
 CK4425  HISTORY     - Date     Condition        Report By
 CK4425  HISTORY     - 1959     MONUMENTED       CGS
 CK4425  HISTORY     - 1982     GOOD             GADT
 CK4425
 CK4425                          STATION DESCRIPTION
 CK4425
 CK4425'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4425'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE
 CK4425'AREA A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED IN
 CK4425'STATESBORO. OWNERSHIP--STATE RIGHT OF WAY.
 CK4425'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 CK4425'GO NORTH ALONG U.S. HIGHWAY 301 FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF
 CK4425'PARRISH STREET TO THE LEFT AND U.S. HIGHWAY 301 TURNING TO THE RIGHT.
 CK4425'TURN LEFT AND GO WEST ALONG PARRISH STREET FOR 0.8 KM (0.5 MI) TO THE
 CK4425'JUNCTION OF MILLER STREET FORKING TO THE LEFT.  CONTINUE GOING NORTH
 CK4425'ALONG PARRISH STREET FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF U.S.
 CK4425'HIGHWAYS 25 AND 80 CROSSING. TURN RIGHT GOING NORTHWEST ALONG U.S.
 CK4425'HIGHWAYS 25 AND 80 FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 CK4425'THE STATION IS A STANDARD CGS DISK STAMPED---7C 14 ECC RESET 1959---,
 CK4425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4425'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED 19.81 METERS (65 FT)
 CK4425'NORTHEAST FROM THE CENTERLINE OF THE NORTHEAST BOUND LANE OF THE
 CK4425'HIGHWAY, 39.01 METERS (128 FT) NORTHWEST FROM THE WEST CORNER OF A
 CK4425'BRICK BUILDING, 20.36 METERS (66.8 FT) NORTHWEST FROM A POWER POLE,
 CK4425'1.22 METERS (4 FT) SOUTHWEST FROM A FENCE CORNER, 10.49 METERS (34.4
 CK4425'FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE, AND 0.58 METER (1.9 FT)
 CK4425'WEST FROM A WITNESS POST.
 CK4425'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK4425'GEORGIA 1976.  REVISED AUGUST 1976.
 CK4425'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4094 ***********************************************************************
 CK4094  DESIGNATION -  7C 14 GAGS 1935
 CK4094  PID         -  CK4094
 CK4094  STATE/COUNTY-  GA/BULLOCH
 CK4094  USGS QUAD   -  STATESBORO (1993)
 CK4094
 CK4094                         *CURRENT SURVEY CONTROL
 CK4094  ___________________________________________________________________
 CK4094* NAD 83(1994)-  32 27 45.45398(N)    081 47 25.40468(W)     ADJUSTED  
 CK4094* NAVD 88     -        78.35   (+/-2cm)     257.1    (feet)  VERTCON   
 CK4094  ___________________________________________________________________
 CK4094  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK4094  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 CK4094
 CK4094  HORZ ORDER  -  SECOND
 CK4094  VERT ORDER  -  THIRD ? (See Below)
 CK4094
 CK4094.The horizontal coordinates were established by classical geodetic methods
 CK4094.and adjusted by the National Geodetic Survey in September 1997..
 CK4094
 CK4094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4094.The vertical order pertains to the NGVD 29 superseded value.
 CK4094
 CK4094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4094
 CK4094.The geoid height was determined by GEOID03.
 CK4094
 CK4094;                    North         East     Units Scale Factor Converg.
 CK4094;SPC GA E     -   273,075.087   235,372.432   MT  0.99991542   +0 12 07.1
 CK4094;SPC GA E     -   895,913.85    772,217.72   sFT  0.99991542   +0 12 07.1
 CK4094;UTM  17      - 3,591,991.195   425,719.704   MT  0.99966804   -0 25 27.3
 CK4094
 CK4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4094!SPC GA E     -   0.99999240  x   0.99991542  =   0.99990782
 CK4094!UTM  17      -   0.99999240  x   0.99966804  =   0.99966044
 CK4094
 CK4094                          SUPERSEDED SURVEY CONTROL
 CK4094
 CK4094  NAD 83(1986)-  32 27 45.45101(N)    081 47 25.40533(W) AD(       ) 2
 CK4094  NAD 27      -  32 27 44.81600(N)    081 47 26.00400(W) AD(       ) 2
 CK4094  NGVD 29 (07/19/86)   78.58   (m)          257.8    (f) LEVELING    3  
 CK4094
 CK4094.Superseded values are not recommended for survey control.
 CK4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4094.See file dsdata.txt to determine how the superseded data were derived.
 CK4094
 CK4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2572091991(NAD 83)
 CK4094_MARKER: DD = SURVEY DISK
 CK4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4094+STABILITY: SURFACE MOTION
 CK4094
 CK4094  HISTORY     - Date     Condition        Report By
 CK4094  HISTORY     - 1935     MONUMENTED       GAGS
 CK4094  HISTORY     - 1954     GOOD             CGS
 CK4094
 CK4094                          STATION DESCRIPTION
 CK4094
 CK4094'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK4094'TO REACH FROM COURTHOUSE AT STATESBORO, GO NORTHEAST AND NORTH ON
 CK4094'U.S. HIGHWAY 80 FOR 1.1 MILES TO CROSS ROAD AND STATION IN WEST
 CK4094'ANGLE.  STATION IS A STATE SURVEY STANDARD DISK SET IN TOP OF
 CK4094'6-INCH ROUND CONCRETE POST FLUSH WITH GROUND AND IS 36 FEET SOUTHWEST
 CK4094'OF CENTER LINE OF HIGHWAY AND 56.96 FEET NORTH-NORTHEAST OF 7C 14
 CK4094'ECCENTRIC (SEE DESCRIPTION THEREOF) N 23 DEG 24 MIN E.
 CK4094
 CK4094                          STATION RECOVERY (1954)
 CK4094
 CK4094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4094'THE STATION IS ABOUT 1 MI. N 25 DEG W FROM THE COURTHOUSE IN
 CK4094'STATESBORO, ABOUT 0.1 MI. E OF THE RELOCATED U.S. HIGHWAY 80, 73
 CK4094'FT. NW OF A POWER POLE, 36 FT. SW OF THE CENTERLINE OF PARISH STREET,
 CK4094'AND 6 FT. NE OF THE LINE OF POWER POLES. IT IS 56.95 FT. N 23 DEG
 CK4094'24 MIN E FROM 7 C 14 ECCENTRIC (SEE DESCRIPTION
 CK4094'THEREOF).  THE MARK IS A STATE SURVEY AND COAST SURVEY STANDARD
 CK4094'DISK, STAMPED 7 C 14 AND SET IN THE TOP OF A 6-IN. CONCRETE POST
 CK4094'THAT PROJECTS 1 IN.
 CK4094'
 CK4094'TO REACH FROM THE COURTHOUSE IN STATESBORO, GO N ON NORTH MAIN
 CK4094'STREET AND U.S. HIGHWAY 301 FOR 0.6 MI. AND TURN LEFT ONTO PARISH
 CK4094'STREET, THENCE W AND NW FOR 0.5 MI. TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3553 ***********************************************************************
 AB3553  DESIGNATION -  7C 16 RESET
 AB3553  PID         -  AB3553
 AB3553  STATE/COUNTY-  GA/BULLOCH
 AB3553  USGS QUAD   -  STATESBORO (1993)
 AB3553
 AB3553                         *CURRENT SURVEY CONTROL
 AB3553  ___________________________________________________________________
 AB3553* NAD 83(1994)-  32 29 29.13669(N)    081 48 43.57006(W)     ADJUSTED  
 AB3553* NAVD 88     -        74.2    (meters)     243.     (feet)  VERTCON   
 AB3553  ___________________________________________________________________
 AB3553  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AB3553  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AB3553
 AB3553  HORZ ORDER  -  SECOND
 AB3553
 AB3553.The horizontal coordinates were established by classical geodetic methods
 AB3553.and adjusted by the National Geodetic Survey in September 1997..
 AB3553
 AB3553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3553
 AB3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3553
 AB3553.The geoid height was determined by GEOID03.
 AB3553
 AB3553;                    North         East     Units Scale Factor Converg.
 AB3553;SPC GA E     -   276,261.671   233,320.683   MT  0.99991369   +0 11 25.7
 AB3553;SPC GA E     -   906,368.50    765,486.27   sFT  0.99991369   +0 11 25.7
 AB3553;UTM  17      - 3,595,199.237   423,703.412   MT  0.99967178   -0 26 10.5
 AB3553
 AB3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3553!SPC GA E     -   0.99999305  x   0.99991369  =   0.99990674
 AB3553!UTM  17      -   0.99999305  x   0.99967178  =   0.99966483
 AB3553
 AB3553                          SUPERSEDED SURVEY CONTROL
 AB3553
 AB3553  NAD 83(1986)-  32 29 29.13368(N)    081 48 43.57031(W) AD(       ) 2
 AB3553  NGVD 29 (05/08/96)   74.4    (m)          244.     (f) VERT ANG       
 AB3553
 AB3553.Superseded values are not recommended for survey control.
 AB3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3553.See file dsdata.txt to determine how the superseded data were derived.
 AB3553
 AB3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2370395199(NAD 83)
 AB3553_MARKER: DD = SURVEY DISK
 AB3553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3553
 AB3553  HISTORY     - Date     Condition        Report By
 AB3553  HISTORY     - 1982     MONUMENTED       GADT
 AB3553
 AB3553                          STATION DESCRIPTION
 AB3553
 AB3553'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3553'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED BELOW.  NO
 AB3553'INFORMATION, HORIZONTAL OR VERTICAL, WAS FOUND FOR THIS STATION SINCE
 AB3553'IT WAS RESET IN ANY NGS, CGS OR THE 30TH ENGINEERS CORPS DATA THAT IS
 AB3553'AVAILABLE TO THIS PARTY AT THIS TIME.  THE STATION IS NOT IN THE
 AB3553'ORIGINAL POSITION AND WILL BE TREATED AS A NEW STATION. THE STATION IS
 AB3553'LOCATED ABOUT 5.2 KM (3.25 MI) NORTH-NORTHWEST OF STATESBORO, 12.5 KM
 AB3553'(7.75 MI) EAST-SOUTHEAST OF PORTAL, AND 5.2 KM (3.25 MI) SOUTHEAST OF
 AB3553'HOPEULIKIT. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3553'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND U.S.
 AB3553'HIGHWAY 80 (STATE ROUTES 26 AND 67) WITH U.S. HIGHWAY 301 (STATE ROUTE
 AB3553'73), GO NORTHWEST ALONG U.S. HIGHWAY 25 AND U.S. HIGHWAY 80 FOR 4.2 KM
 AB3553'(2.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 8 TO THE RIGHT.  CONTINUE
 AB3553'NORTHWEST ALONG U.S. HIGHWAY 25 AND U.S. HIGHWAY 80 FOR 0.9 KM (0.55
 AB3553'MI) TO THE STATION ON THE RIGHT.
 AB3553'THE STATION IS A STANDARD GGS DISK STAMPED---7C 16 RESET 1959---, SET
 AB3553'INTO THE TOP OF A ROUND CONCRETE MONUMENT 15.2 CM IN DIAMETER
 AB3553'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED 20.26 METERS (66.5
 AB3553'FT) NORTHEAST FROM THE CENTERLINE OF THE NORTHEAST BOUND LANE OF U.S.
 AB3553'HIGHWAYS 25 AND 80, 2.26 METERS (7.4 FT) NORTH-NORTHEAST FROM A
 AB3553'TELEPHONE POLE, 34.84 METERS (114.3 FT) NORTH-NORTHEAST FROM THE
 AB3553'NORTHWEST END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE
 AB3553'NORTH, 0.42 METER (1.4 FT) SOUTH-SOUTHEAST FROM A FENCELINE, AND 0.58
 AB3553'METER (1.9 FT) WEST FROM A WITNESS POST.
 AB3553'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3553'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3553'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4157 ***********************************************************************
 CK4157  DESIGNATION -  7C 18 ECC 2
 CK4157  PID         -  CK4157
 CK4157  STATE/COUNTY-  GA/BULLOCH
 CK4157  USGS QUAD   -  HOPEULIKIT (1978)
 CK4157
 CK4157                         *CURRENT SURVEY CONTROL
 CK4157  ___________________________________________________________________
 CK4157* NAD 83(1994)-  32 31 09.29083(N)    081 50 40.02770(W)     ADJUSTED  
 CK4157* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 CK4157  ___________________________________________________________________
 CK4157  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CK4157  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CK4157
 CK4157  HORZ ORDER  -  THIRD
 CK4157
 CK4157.The horizontal coordinates were established by classical geodetic methods
 CK4157.and adjusted by the National Geodetic Survey in September 1997..
 CK4157.No horizontal observational check was made to the station.
 CK4157
 CK4157.The orthometric height was scaled from a topographic map.
 CK4157
 CK4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4157
 CK4157.The geoid height was determined by GEOID03.
 CK4157
 CK4157;                    North         East     Units Scale Factor Converg.
 CK4157;SPC GA E     -   279,336.922   230,271.267   MT  0.99991130   +0 10 23.6
 CK4157;SPC GA E     -   916,457.88    755,481.65   sFT  0.99991130   +0 10 23.6
 CK4157;UTM  17      - 3,598,306.933   420,688.546   MT  0.99967757   -0 27 14.4
 CK4157
 CK4157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4157!SPC GA E     -   0.99999342  x   0.99991130  =   0.99990472
 CK4157!UTM  17      -   0.99999342  x   0.99967757  =   0.99967099
 CK4157
 CK4157|---------------------------------------------------------------------|
 CK4157| PID    Reference Object                     Distance      Geod. Az  |
 CK4157|                                                           dddmmss.s |
 CK4157| CK4432 7C 18 ECC 2 RM 3                     29.520 METERS 02253     |
 CK4157| CK4161 7C 18 ECC RESET                      17.632 METERS 11138     |
 CK4157| CK4433 7C 18 ECC 2 RM 4                     30.879 METERS 20239     |
 CK4157| CK4429 7C 18 ECC AZ MK                                    2913757.1 |
 CK4157|---------------------------------------------------------------------|
 CK4157
 CK4157                          SUPERSEDED SURVEY CONTROL
 CK4157
 CK4157  NAD 83(1986)-  32 31 09.28773(N)    081 50 40.02683(W) AD(       ) 3
 CK4157  NAD 27      -  32 31 08.66200(N)    081 50 40.62500(W) AD(       ) 3
 CK4157
 CK4157.Superseded values are not recommended for survey control.
 CK4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4157.See file dsdata.txt to determine how the superseded data were derived.
 CK4157
 CK4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2068998307(NAD 83)
 CK4157_MARKER: DS = TRIANGULATION STATION DISK
 CK4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4157
 CK4157  HISTORY     - Date     Condition        Report By
 CK4157  HISTORY     - 1959     MONUMENTED       CGS
 CK4157  HISTORY     - 1979     MARK NOT FOUND   NGS
 CK4157
 CK4157                          STATION DESCRIPTION
 CK4157
 CK4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ALW)
 CK4157'ABOUT 6.2 MILES NWLY ALONG NOS. 25 AND 80 U.S. HIGHWAY FROM THEIR
 CK4157'JUNCTION AND CROSSING WITH NO. 301 U.S. HIGHWAY AT A POINT ABOUT 0.5
 CK4157'MILE N OF THE COURTHOUSE IN STATESBORO, ABOUT 90 YARDS WNW OF THE
 CK4157'CREST OF A RIDGE, AN ESTIMATED 0.5 MILE ESE OF THE SECOND JUNCTION
 CK4157'OF NOS. 25 AND 80 HWYS., 184 FEET NW OF A 2-FOOT MAGNOLIA TREE, 84
 CK4157'FEET NW OF THE PROJECTED PLANE OF THE NW WALL OF A FRAME HOUSE ON
 CK4157'THE S SIDE OF THE HIGHWAY, 33-1/2 FEET NNE OF THE CENTER LINE OF THE
 CK4157'W-BOUND LANES OF THE DUAL HIGHWAY, AND ABOUT 0.6 TO 0.9 FOOT
 CK4157'UNDERGROUND.  SURFACE AND SUBSURFACE DISKS ARE STAMPED 7 C 18 ECC. 2
 CK4157'1959 AND ALL OTHER DISKS ARE STAMPED AS IDENTIFIED UNDER OBJECT
 CK4157'ABOVE.
 CK4157'
 CK4157'R.M. NO. 3 IS 5.4 FEET NE OF THE CENTER OF A POWER POLE, 4.4 FEET
 CK4157'ESE OF THE GUY WIRE OF SAME, 1.7 FEET SSW OF THE R/W FENCE, AND
 CK4157'PROJECTS 0.5 FOOT ABOVE GROUND.
 CK4157'
 CK4157'R.M. NO. 4 IS 1.5 FEET SSW OF FENCE, 1.5 FEET SE OF WITNESS POST,
 CK4157'PROJECTS 0.5 FOOT.
 CK4157'
 CK4157'AZIMUTH MARK IS 0.6 MILE DISTANT N 68 DEG 22 MIN W
 CK4157'FROM THE STATION, 47.5 FT. N OF THE CENTER LINE OF 20-FOOT
 CK4157'CONCRETE PAVEMENT OF NO. 80 U.S. HIGHWAY, 28 FEET SE OF THE CENTER
 CK4157'OF AN OLD DITCH THAT WAS APPARENTLY ONCE AN OLD ROAD, 13.5 FEET ESE
 CK4157'OF CONCRETE R/W MARKER, AND PROJECTS 0.3 FOOT.
 CK4157'
 CK4157'TRAVERSE STATION 7 C 19 IS A STANDARD GEORGIA GEODETIC SURVEY DISK,
 CK4157'SET IN CONCRETE POST, FLUSH WITH THE GROUND, 83.5 FEET E OF THE
 CK4157'AZIMUTH MARK, 50.0 FEET N OF THE CENTER LINE OF THE HWY. PAVEMENT,
 CK4157'AND 99.8 FEET W OF A CREOSOTED POSER POLE.
 CK4157'
 CK4157'IT IS ANTICIPATED THAT THE ORIGINAL STATION 7 C 18 ECC. 1935 WILL
 CK4157'BE COVERED BY THE ASPHALT PAVEMENT OF A CROSSOVER BETWEEN THE TWO
 CK4157'DOUBLE LANES OF THE DUAL HIGHWAY.
 CK4157
 CK4157                          STATION RECOVERY (1979)
 CK4157
 CK4157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK4157'STATION MARK WAS NOT RECOVERED.  IT WAS PREVIOUSLY LISTED AS BEING
 CK4157'UNDERGROUND IN THE MEDIAN OF A FOUR LANE HIGHWAY.  DUE TO SEVERAL
 CK4157'DISCREPANCIES, IT COULD BE IN THREE DIFFERENT AREAS.  SEVERAL HOLE
 CK4157'WERE DUG BUT NOTHING WAS FOUND.  IT IS POSSIBLE THAT THE STATION
 CK4157'WAS DESTROYED DURING CONSTRUCTION OF A DRAIN LINE UNDERNEATH THE
 CK4157'POLES SEPARATING THE MEDIAN HALVES.  REFERENCE MARKS 3 AND 4, AND
 CK4157'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  7C 19 GAGS AND
 CK4157'7C 18 GAGS WERE NOT RECOVERED.
 CK4157'
 CK4157'STATION SITE IS LOCATED 6 MILES NORTHWEST OF STATESBORO, 1/2 MILE
 CK4157'EAST OF THE JUNCTION OF U.S. HIGHWAYS 25 AND 80, IN THE MEDIAN OF
 CK4157'HIGHWAY 80.
 CK4157'
 CK4157'TO REACH STATION SITE FROM THE ABOVE MENTIONED JUNCTION, GO EAST
 CK4157'ON HIGHWAY 80 FOR 0.5 MILE TO A CROSSOVER AT HIGH GROUND AND THE
 CK4157'STATION.  TO REACH THE AZIMUTH MARK FROM THE SAME JUNCTION, GO WEST
 CK4157'ON HIGHWAY 80 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 CK4157'
 CK4157'REFERENCE MARK 3, A STANDARD DISK STAMPED---7C 18 ECC 2 NO 3
 CK4157'1959---IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 CK4157'3 INCHES.  IT IS 4.5 FEET NORTHEAST OF UTILITY POLE 1020, 4 FEET
 CK4157'SOUTHEAST OF A GUY TO THE POLE, 66 FEET NORTHEAST OF THE WESTBOUND
 CK4157'LANE, AND 3 FEET LOWER THAN THE WESTBOUND LANE.
 CK4157'
 CK4157'REFERENCE MARK 4, A STANDARD DISK STAMPED---7C 18 ECC 2 NO 4 1959---
 CK4157'IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 CK4157'IS 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, 1.5 FEET NORTHEAST
 CK4157'OF A FENCE, 49.5 FEET NORTHWEST OF A FENCE CORNER, 67.5 FEET NORTHWEST
 CK4157'OF A UTILITY POLE WITH WIRE ACROSS HIGHWAY, 57.5 FEET WEST OF THE
 CK4157'NORTHWEST END OF A CONCRETE DRAIN PIPE, 66 FEET SOUTHWEST OF THE
 CK4157'CENTER OF THE EASTBOUND LANE, AND 124 FEET WEST-SOUTHWEST OF THE
 CK4157'CENTER OF A PAVED CROSSOVER.
 CK4157'
 CK4157'AZIMUTH MARK, A STANDARD DISK STAMPED---ECC 7C 18 AZI 1935---IS
 CK4157'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS
 CK4157'1.3 FEET EAST OF A METAL WITNESS POST, 13.5 FEET EAST OF A CONCRETE
 CK4157'RIGHT-OF-WAY POST, 79 FEET EAST-SOUTHEAST OF UTILITY POLE 1487, 148.5
 CK4157'FEET WEST OF A UTILITY POLE AT MILEPOST 32, 34.5 FEET SOUTHWEST OF
 CK4157'THE NORTHWEST END OF A LARGE BILLBOARD, 43 FEET WEST-SOUTHWEST OF
 CK4157'A 30-INCH RED OAK TREE, 47.5 FEET NORTH OF THE CENTER OF HIGHWAY
 CK4157'80 (NOT FOUR LANE), AND ABOUT 100 YARDS SOUTHEAST OF A WHITE
 CK4157'CINDERBLOCK BUILDING, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4161 ***********************************************************************
 CK4161  DESIGNATION -  7C 18 ECC RESET
 CK4161  PID         -  CK4161
 CK4161  STATE/COUNTY-  GA/BULLOCH
 CK4161  USGS QUAD   -  HOPEULIKIT (1978)
 CK4161
 CK4161                         *CURRENT SURVEY CONTROL
 CK4161  ___________________________________________________________________
 CK4161* NAD 83(1994)-  32 31 09.07981(N)    081 50 39.39970(W)     ADJUSTED  
 CK4161* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 CK4161  ___________________________________________________________________
 CK4161  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CK4161  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CK4161
 CK4161  HORZ ORDER  -  THIRD
 CK4161
 CK4161.The horizontal coordinates were established by classical geodetic methods
 CK4161.and adjusted by the National Geodetic Survey in September 1997..
 CK4161
 CK4161.The orthometric height was scaled from a topographic map.
 CK4161
 CK4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4161
 CK4161.The geoid height was determined by GEOID03.
 CK4161
 CK4161;                    North         East     Units Scale Factor Converg.
 CK4161;SPC GA E     -   279,330.472   230,287.675   MT  0.99991131   +0 10 23.9
 CK4161;SPC GA E     -   916,436.72    755,535.48   sFT  0.99991131   +0 10 23.9
 CK4161;UTM  17      - 3,598,300.305   420,704.879   MT  0.99967753   -0 27 14.0
 CK4161
 CK4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4161!SPC GA E     -   0.99999342  x   0.99991131  =   0.99990473
 CK4161!UTM  17      -   0.99999342  x   0.99967753  =   0.99967095
 CK4161
 CK4161|---------------------------------------------------------------------|
 CK4161| PID    Reference Object                     Distance      Geod. Az  |
 CK4161|                                                           dddmmss.s |
 CK4161| CK4159 7C 18 GAGS 1935                       4.060 METERS 05049     |
 CK4161| CK4431 7C 18 ECC RM 2                       50.384 METERS 14158     |
 CK4161| CK4429 7C 18 ECC AZ MK                                    2913759.3 |
 CK4161| CK4430 7C 18 ECC RM 1                       36.789 METERS 30109     |
 CK4161|---------------------------------------------------------------------|
 CK4161
 CK4161                          SUPERSEDED SURVEY CONTROL
 CK4161
 CK4161  NAD 83(1986)-  32 31 09.07671(N)    081 50 39.39883(W) AD(       ) 3
 CK4161  NAD 27      -  32 31 08.45100(N)    081 50 39.99700(W) AD(       ) 3
 CK4161
 CK4161.Superseded values are not recommended for survey control.
 CK4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4161.See file dsdata.txt to determine how the superseded data were derived.
 CK4161
 CK4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2070598300(NAD 83)
 CK4161_MARKER: DS = TRIANGULATION STATION DISK
 CK4161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4161
 CK4161  HISTORY     - Date     Condition        Report By
 CK4161  HISTORY     - 1935     MONUMENTED       CGS
 CK4161  HISTORY     - 1954     GOOD             CGS
 CK4161  HISTORY     - 1959     SEE DESCRIPTION  CGS
 CK4161
 CK4161                          STATION DESCRIPTION
 CK4161
 CK4161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4161'ABOUT 5-1/2 MILES WEST-NORTHWEST OF STATESBORO, 64 FEET SOUTHEAST OF
 CK4161'TELEPHONE POLE, 33 FEET NORTH-NORTHEAST OF CENTER LINE OF U.S.
 CK4161'HIGHWAY 80, 28-1/2 FEET SOUTHWEST OF WEST GATEPOST, 18 1/2 FEET
 CK4161'SOUTH OF WIRE FENCE LINE AND 13.32 FEET SOUTH-SOUTHWEST OF 7C 18
 CK4161'(GA.GEOD.S.).  TO REACH FROM WEST SIDE OF COURTHOUSE AT STATESBORO,
 CK4161'GO NORTH AND WEST ON U.S. HIGHWAY 80 FOR 6.0 MILES TO OLD HOUSE ON
 CK4161'LEFT AND STATION ON RIGHT SIDE OF ROAD.  SURFACE AND UNDERGROUND
 CK4161'MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 CK4161'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CK4161'REFERENCE MARK NO. 1 IS ON FENCE LINE AND 120.70 FEET NORTHWEST OF
 CK4161'STATION N 58 DEG 51 MIN W.  NO. 2 IS AT CORNER FENCE POST
 CK4161'AND 165.30 FEET SOUTHEAST OF STATION S 38 DEG 02 MIN E.
 CK4161'AZIMUTH MARK IS 51 YARDS EAST-NORTHEAST OF INTERSECTION OF DIRT
 CK4161'ROAD AND U.S. HIGHWAY 80, ABOUT 27 YARDS WEST OF 7C 19
 CK4161'(GA.GEOD.S.), 16-1/2 YARDS NORTH OF CENTER LINE OF HIGHWAY, 9 YARDS
 CK4161'SOUTH OF CENTER LINE OF DIRT ROAD AND 0.5 MILE WEST-NORTHWEST OF
 CK4161'STATION N 68 DEG 22 MIN W.  7C 19 (GA.GEOD.S.)
 CK4161'(AUX. AZIMUTH) IS IN CLEARED LOT NEAR TOP OF HILL, 33 YARDS
 CK4161'WEST-NORTHWEST OF TELEPHONE POLE, 20 YARDS SOUTH-SOUTHWEST OF CENTER
 CK4161'LINE OF DIRT ROAD, 18 YARDS NORTH OF CENTER LINE OF HIGHWAY AND 0.5
 CK4161'MILE WEST-NORTHWEST OF STATION N 67 DEG 58 MIN W.
 CK4161
 CK4161                          STATION RECOVERY (1954)
 CK4161
 CK4161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4161'ALL MARKS IN GOOD CONDITION, EXCEPT SURFACE STATION MARK AND 7 C 18
 CK4161'FOUND DESTROYED.
 CK4161'
 CK4161'STATION 7 C 18 ECC 1935 1954, SO STAMPED (SUBSURFACE MARK STAMPED 7
 CK4161'C 18 ECC 1935), PROJECTING 3 IN., IS 6.2 MI. VIA
 CK4161'NORTH MAIN STREET AND U.S. HIGHWAY 80 NW OF THE COURTHOUSE IN
 CK4161'STATESBORO, 0.5 MI. E-SE OF THE JUNCTION OF U.S. HIGHWAYS 25 AND 80,
 CK4161'ON A SLIGHT HILL, IN A HIGHWAY DITCH, 49.5 FT. E OF A TRAFFIC-COUNTER
 CK4161'POST, 33 FT. N-NE OF THE CENTER OF THE HIGHWAY, AND 28 FT. SW OF A
 CK4161'FIELD GATEPOST.
 CK4161'
 CK4161'REFERENCE MARK 7 C 18 ECC NO 1 1935, SO STAMPED, PROJECTING
 CK4161'1 IN., IS 120.70 FT. N 58 DEG 51 MIN W FROM THE STATION,
 CK4161'59 FT. W OF A POWER POLE, 51 FT. N OF THE CENTER OF THE HIGHWAY,
 CK4161'AND 1 FT. S OF A FENCE.
 CK4161'
 CK4161'REFERENCE MARK 7 C 18 ECC NO 2 1935, SO STAMPED, PROJECTING
 CK4161'NONE (FLUSH), IS 165.30 FT. S 38 DEG 02 MIN E FROM THE
 CK4161'STATION, 68.5 FT. E-NE OF A 24-IN. MAGNOLIA TREE, 48 FT. S OF THE
 CK4161'CENTER OF THE HIGHWAY, 5 FT. E OF A FENCE CORNER, AND 1 FT. N OF THE
 CK4161'FENCE.
 CK4161'
 CK4161'AZIMUTH MARK 7 C 18 ECC AZI 1935, SO STAMPED, FLUSH, IS
 CK4161'0.75 MI. N 68 DEG 22 MIN W FROM THE STATION, AN
 CK4161'ESTIMATED 150 YD. E OF A SMALL STORE, 77.5 FT. E OF A POWER POLE,
 CK4161'47.5 FT. N OF THE CENTER OF U.S.  HIGHWAY 80, AND 13.5 FT. E OF A
 CK4161'CONCRETE RIGHT-OF-WAY MARKER.
 CK4161'
 CK4161'TRAVERSE STATION 7 C 19 (SO STAMPED), IS A GEORGIA GEODETIC SURVEY
 CK4161'MONUMENT, 0.75 MI. N 67 DEG 58 MIN W FROM THE
 CK4161'STATION, 83.5 FT. E OF THE NEXT ABOVE AZIMUTH MARK, 99.8 FT. W OF A
 CK4161'POWER POLE, AND 50 FT. N OF THE CENTER OF THE HIGHWAY.
 CK4161
 CK4161                          STATION RECOVERY (1959)
 CK4161
 CK4161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 CK4161'THE SUBJECT MARK IS SUBJECT TO EARLY COVERING BY THE ASPHALT
 CK4161'PAVEMENT OF A CROSSOVER BETWEEN THE LANES OF A DUAL HIGHWAY NOW
 CK4161'UNDER CONSTRUCTION.  IT IS JUST POSSIBLE THAT THE SURFACE MARK OF
 CK4161'THE STATION WILL BE DESTROYED DURING THE CONSTRUCTION, THO IT WAS
 CK4161'LEFT UNDISTURBED IN THE HOPE THAT IT WOULD ONLY BE COVERED.  IN ANY
 CK4161'EVENT THE SUBSURFACE MARK SHOULD NOT BE DISTURBED.  A NEW STATION 7
 CK4161'C 18 ECCENTRIC 2 WAS SET EXACTLY ON THE LINE FROM THE ORIGINAL
 CK4161'STATION TO THE AZIMUTH MARK SET IN 1935.  SEE DESCRIPTION OF 7 C 18
 CK4161'ECC. 2.  REFERENCE MARKS WERE BOTH FOUND UPROOTED, COVERED, AND
 CK4161'DOOMED TO FURTHER TRANSPORT.  THEY WERE RECLAIMED AND RESET AS NOS.
 CK4161'3 AND 4 OF 7 C 18 ECC. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4159 ***********************************************************************
 CK4159  DESIGNATION -  7C 18 GAGS 1935
 CK4159  PID         -  CK4159
 CK4159  STATE/COUNTY-  GA/BULLOCH
 CK4159  USGS QUAD   -  HOPEULIKIT (1978)
 CK4159
 CK4159                         *CURRENT SURVEY CONTROL
 CK4159  ___________________________________________________________________
 CK4159* NAD 83(1994)-  32 31 09.16309(N)    081 50 39.27913(W)     ADJUSTED  
 CK4159* NAVD 88     -        72.18   (+/-2cm)     236.8    (feet)  VERTCON   
 CK4159  ___________________________________________________________________
 CK4159  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CK4159  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CK4159
 CK4159  HORZ ORDER  -  SECOND
 CK4159  VERT ORDER  -  THIRD ? (See Below)
 CK4159
 CK4159.The horizontal coordinates were established by classical geodetic methods
 CK4159.and adjusted by the National Geodetic Survey in September 1997..
 CK4159
 CK4159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4159.The vertical order pertains to the NGVD 29 superseded value.
 CK4159
 CK4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4159
 CK4159.The geoid height was determined by GEOID03.
 CK4159
 CK4159;                    North         East     Units Scale Factor Converg.
 CK4159;SPC GA E     -   279,333.047   230,290.814   MT  0.99991131   +0 10 24.0
 CK4159;SPC GA E     -   916,445.17    755,545.78   sFT  0.99991131   +0 10 24.0
 CK4159;UTM  17      - 3,598,302.845   420,708.045   MT  0.99967753   -0 27 13.9
 CK4159
 CK4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4159!SPC GA E     -   0.99999335  x   0.99991131  =   0.99990466
 CK4159!UTM  17      -   0.99999335  x   0.99967753  =   0.99967088
 CK4159
 CK4159                          SUPERSEDED SURVEY CONTROL
 CK4159
 CK4159  NAD 83(1986)-  32 31 09.15999(N)    081 50 39.27826(W) AD(       ) 2
 CK4159  NAD 27      -  32 31 08.53400(N)    081 50 39.87600(W) AD(       ) 2
 CK4159  NGVD 29 (07/19/86)   72.42   (m)          237.6    (f) LEVELING    3  
 CK4159
 CK4159.Superseded values are not recommended for survey control.
 CK4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4159.See file dsdata.txt to determine how the superseded data were derived.
 CK4159
 CK4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2070898303(NAD 83)
 CK4159_MARKER: DD = SURVEY DISK
 CK4159_SETTING: 0 = UNSPECIFIED SETTING
 CK4159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4159
 CK4159  HISTORY     - Date     Condition        Report By
 CK4159  HISTORY     - 1935     MONUMENTED       GAGS
 CK4159  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CK4159
 CK4159                          STATION DESCRIPTION
 CK4159
 CK4159'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CK4159'ABOUT 5-1/2 MILES WEST-NORTHWEST OF STATESBORO, ON NORTH SIDE OF
 CK4159'U.S. HIGHWAY 80 RIGHT-OF-WAY JUST SOUTH OF WIRE FENCE.  TO REACH FROM
 CK4159'WEST SIDE OF COURTHOUSE AT STATESBORO, GO NORTH AND WEST ON U.S.
 CK4159'HIGHWAY 80 FOR 6.0 MILES TO OLD HOUSE ON LEFT AND STATION ON RIGHT
 CK4159'SIDE OF ROAD.  STATION IS A STATE SURVEY STANDARD DISK AND IS 13.32
 CK4159'FEET NORTH-NORTHEAST OF 7C-18 ECCENTRIC (SEE DESCRIPTION THEREOF).
 CK4159
 CK4159                          STATION RECOVERY (1954)
 CK4159
 CK4159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4159'THE MONUMENT WAS FOUND LYING FREE ON TOP OF THE GROUND A FEW YARDS
 CK4159'FROM THE DESCRIBED LOCATION.  THE DISK WAS RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1755 ***********************************************************************
 CL1755  DESIGNATION -  7C 24 GAGS RESET
 CL1755  PID         -  CL1755
 CL1755  STATE/COUNTY-  GA/BULLOCH
 CL1755  USGS QUAD   -  TWIN CITY SE (1971)
 CL1755
 CL1755                         *CURRENT SURVEY CONTROL
 CL1755  ___________________________________________________________________
 CL1755* NAD 83(1994)-  32 33 02.34638(N)    082 00 54.28653(W)     ADJUSTED  
 CL1755* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 CL1755  ___________________________________________________________________
 CL1755  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CL1755  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CL1755
 CL1755  HORZ ORDER  -  SECOND
 CL1755
 CL1755.The horizontal coordinates were established by classical geodetic methods
 CL1755.and adjusted by the National Geodetic Survey in September 1997..
 CL1755
 CL1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1755
 CL1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1755
 CL1755.The geoid height was determined by GEOID03.
 CL1755
 CL1755;                    North         East     Units Scale Factor Converg.
 CL1755;SPC GA E     -   282,783.568   214,236.255   MT  0.99990250   +0 04 53.6
 CL1755;SPC GA E     -   927,765.76    702,873.45   sFT  0.99990250   +0 04 53.6
 CL1755;UTM  17      - 3,601,928.210   404,695.635   MT  0.99971200   -0 32 46.3
 CL1755
 CL1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1755!SPC GA E     -   0.99999024  x   0.99990250  =   0.99989274
 CL1755!UTM  17      -   0.99999024  x   0.99971200  =   0.99970224
 CL1755
 CL1755                          SUPERSEDED SURVEY CONTROL
 CL1755
 CL1755  NAD 83(1986)-  32 33 02.34789(N)    082 00 54.28285(W) AD(       ) 2
 CL1755  NAD 27      -  32 33 01.76203(N)    082 00 54.85374(W) AD(       ) 2
 CL1755  NGVD 29 (07/19/86)   92.     (m)          302.     (f) VERT ANG       
 CL1755
 CL1755.Superseded values are not recommended for survey control.
 CL1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1755.See file dsdata.txt to determine how the superseded data were derived.
 CL1755
 CL1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0469601928(NAD 83)
 CL1755_MARKER: DE = TRAVERSE STATION DISK
 CL1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1755+STABILITY: SURFACE MOTION
 CL1755
 CL1755  HISTORY     - Date     Condition        Report By
 CL1755  HISTORY     - 1961     MONUMENTED       GAGS
 CL1755  HISTORY     - 1979     GOOD             NGS
 CL1755
 CL1755                          STATION DESCRIPTION
 CL1755
 CL1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1755'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF METTER,
 CL1755'8-3/4 MILES EAST-SOUTHEAST OF TWIN CITY, 5 MILES WEST OF PORTAL
 CL1755'AND ON PROPERTY OWNED BY MR. ABB JOHNSON OF TWIN CITY.
 CL1755'
 CL1755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CL1755'STATE HIGHWAY 23 IN TWIN CITY, GO EAST ON HIGHWAY 80 FOR 7.0
 CL1755'MILES TO THE JUNCTION OF STATE HIGHWAY 121.  CONTINUE EAST ON
 CL1755'HIGHWAY 80 FOR 0.65 MILE TO A GRAVEL CROSSROAD, COUNTY ROUTE 71.
 CL1755'CONTINUE EAST ON HIGHWAY 80 FOR 0.7 MILE TO A GRAVEL CROSSROAD,
 CL1755'COUNTY ROUTE 75, AND THE STATION IN THE NORTHWEST ANGLE OF THE
 CL1755'CROSSROAD.
 CL1755'
 CL1755'THE STATION IS A STANDARD NGS TRAVERSE STATION DISK
 CL1755'STAMPED---7C24 RESET 1961---,
 CL1755'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A SIDE
 CL1755'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1755'49 FEET SOUTH-SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL1755'9 FEET EAST FROM A UTILITY POLE NUMBER 1200,
 CL1755'1.2 FEET NORTH-NORTHEAST FROM A WIRE FENCE AND
 CL1755'1.0 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CL1755'
 CL1755'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1755'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1755'
 CL1755'THIS STATION WAS USED AS REFERENCE MARK 2 FOR TRIANGULATION
 CL1755'STATION ABB AND A TAPED TRAVERSE CONNECTION WAS MADE USING
 CL1755'STANDARDIZED TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1757 ***********************************************************************
 CL1757  DESIGNATION -  7C 25 GAGS RESET
 CL1757  PID         -  CL1757
 CL1757  STATE/COUNTY-  GA/BULLOCH
 CL1757  USGS QUAD   -  TWIN CITY SE (1971)
 CL1757
 CL1757                         *CURRENT SURVEY CONTROL
 CL1757  ___________________________________________________________________
 CL1757* NAD 83(1994)-  32 33 09.24470(N)    082 01 37.44481(W)     ADJUSTED  
 CL1757* NAVD 88     -        94.1    (meters)     309.     (feet)  VERTCON   
 CL1757  ___________________________________________________________________
 CL1757  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CL1757  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1757
 CL1757  HORZ ORDER  -  SECOND
 CL1757  VERT ORDER  -  THIRD ? (See Below)
 CL1757
 CL1757.The horizontal coordinates were established by classical geodetic methods
 CL1757.and adjusted by the National Geodetic Survey in September 1997..
 CL1757
 CL1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1757.The vertical order pertains to the NGVD 29 superseded value.
 CL1757
 CL1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1757
 CL1757.The geoid height was determined by GEOID03.
 CL1757
 CL1757;                    North         East     Units Scale Factor Converg.
 CL1757;SPC GA E     -   282,994.508   213,110.087   MT  0.99990212   +0 04 30.4
 CL1757;SPC GA E     -   928,457.81    699,178.68   sFT  0.99990212   +0 04 30.4
 CL1757;UTM  17      - 3,602,151.434   403,572.059   MT  0.99971466   -0 33 09.6
 CL1757
 CL1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1757!SPC GA E     -   0.99998988  x   0.99990212  =   0.99989200
 CL1757!UTM  17      -   0.99998988  x   0.99971466  =   0.99970454
 CL1757
 CL1757                          SUPERSEDED SURVEY CONTROL
 CL1757
 CL1757  NAD 83(1986)-  32 33 09.24638(N)    082 01 37.44114(W) AD(       ) 2
 CL1757  NAD 27      -  32 33 08.66034(N)    082 01 38.01083(W) AD(       ) 2
 CL1757  NGVD 29 (07/19/86)   94.3    (m)          309.     (f) LEVELING    3  
 CL1757
 CL1757.Superseded values are not recommended for survey control.
 CL1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1757.See file dsdata.txt to determine how the superseded data were derived.
 CL1757
 CL1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0357202151(NAD 83)
 CL1757_MARKER: DB = BENCH MARK DISK
 CL1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1757+STABILITY: SURFACE MOTION
 CL1757
 CL1757  HISTORY     - Date     Condition        Report By
 CL1757  HISTORY     - 1978     MONUMENTED       USGS
 CL1757
 CL1757                          STATION DESCRIPTION
 CL1757
 CL1757'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (GEL)
 CL1757'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST
 CL1757'OF METTER, 8-3/4 MILES EAST-SOUTHEAST OF TWIN CITY AND 5 MILES
 CL1757'WEST OF PORTAL ON ROAD RIGHT-OF-WAY PROPERTY.
 CL1757'
 CL1757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 CL1757'80 AND STATE HIGHWAY 23 IN TWIN CITY, GO EAST ON U.S.
 CL1757'HIGHWAY 80 FOR 7 MILES TO THE JUNCTION OF STATE
 CL1757'HIGHWAY 121.  CONTINUE EASTERLY ON U.S. HIGHWAY 80 FOR
 CL1757'0.65 MILES TO THE JUNCTION OF A GRAVELED CROSSROAD
 CL1757'AND THE STATION ON THE LEFT.
 CL1757'
 CL1757'THE STATION IS A STANDARD USC AND GS TRAVERSE STATION DISK
 CL1757'STAMPED---7 C 25 RESET 1961---,
 CL1757'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 22 CM ON A SIDE
 CL1757'FLUSH WITH GROUND.  IT IS LOCATED
 CL1757'43.7 FEET NORTH FROM THE CENTER OF U.S. HIGHWAY 80,
 CL1757'30 FEET WEST FROM THE CENTER OF THE GRAVEL CROSSROAD AND
 CL1757'0.65 FEET NORTH FROM A METAL WITNESS POST.
 CL1757'THE SURFACE DISK WAS RESET IN 1961 BY THE NATIONAL
 CL1757'GEODETIC SURVEY.
 CL1757'
 CL1757'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO
 CL1757'REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 CL1757'
 CL1757'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CL1757'
 CL1757'A TAPED TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH
 CL1757'MARK OF TRIANGULATION STATION ABB USING STANDARDIZED TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1798 ***********************************************************************
 CL1798  DESIGNATION -  7C 34 GAGS
 CL1798  PID         -  CL1798
 CL1798  STATE/COUNTY-  GA/EMANUEL
 CL1798  USGS QUAD   -  TWIN CITY (1971)
 CL1798
 CL1798                         *CURRENT SURVEY CONTROL
 CL1798  ___________________________________________________________________
 CL1798* NAD 83(1994)-  32 36 09.09073(N)    082 14 44.39647(W)     ADJUSTED  
 CL1798* NAVD 88     -        86.4    (meters)     283.     (feet)  VERTCON   
 CL1798  ___________________________________________________________________
 CL1798  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CL1798  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CL1798
 CL1798  HORZ ORDER  -  SECOND
 CL1798  VERT ORDER  -  THIRD ? (See Below)
 CL1798
 CL1798.The horizontal coordinates were established by classical geodetic methods
 CL1798.and adjusted by the National Geodetic Survey in September 1997..
 CL1798
 CL1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1798.The vertical order pertains to the NGVD 29 superseded value.
 CL1798
 CL1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1798
 CL1798.The geoid height was determined by GEOID03.
 CL1798
 CL1798;                    North         East     Units Scale Factor Converg.
 CL1798;SPC GA E     -   288,528.220   192,585.103   MT  0.99990068   -0 02 33.2
 CL1798;SPC GA E     -   946,613.00    631,839.63   sFT  0.99990068   -0 02 33.2
 CL1798;UTM  17      - 3,607,908.941   383,112.255   MT  0.99976847   -0 40 16.5
 CL1798
 CL1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1798!SPC GA E     -   0.99999101  x   0.99990068  =   0.99989169
 CL1798!UTM  17      -   0.99999101  x   0.99976847  =   0.99975948
 CL1798
 CL1798                          SUPERSEDED SURVEY CONTROL
 CL1798
 CL1798  NAD 83(1986)-  32 36 09.09553(N)    082 14 44.39527(W) AD(       ) 2
 CL1798  NAD 27      -  32 36 08.51095(N)    082 14 44.94650(W) AD(       ) 2
 CL1798  NGVD 29 (07/19/86)   86.6    (m)          284.     (f) LEVELING    3  
 CL1798
 CL1798.Superseded values are not recommended for survey control.
 CL1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1798.See file dsdata.txt to determine how the superseded data were derived.
 CL1798
 CL1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8311207909(NAD 83)
 CL1798_MARKER: DE = TRAVERSE STATION DISK
 CL1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1798+STABILITY: SURFACE MOTION
 CL1798
 CL1798  HISTORY     - Date     Condition        Report By
 CL1798  HISTORY     - 1979     MONUMENTED       GAGS
 CL1798
 CL1798                          STATION DESCRIPTION
 CL1798
 CL1798'DESCRIBED BY GEORGIA GEODETIC SURVEY 1979 (GEL)
 CL1798'THE STATION IS LOCATED IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST
 CL1798'THE SMALL COMMUNITY OF CANOOCHEE, 5-1/4 MILES EAST OF
 CL1798'SWAINSBORO AND 5-1/4 MILES WEST-NORTHWEST OF TWIN CITY, AND
 CL1798'ON HIGHWAY RIGHT-OF-WAY.
 CL1798'
 CL1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CL1798'80 AND 1 AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 CL1798'IN SWAINSBORO, GO EAST ON U.S. HIGHWAY 80 FOR 5.6 MILES TO A
 CL1798'DIRT CROSSROAD, COUNTY ROUTE 262, AND THE STATION ON THE RIGHT
 CL1798'AS DESCRIBED.
 CL1798'
 CL1798'THE STATION IS A STANDARD USCGS AND GAGS BENCH MARK DISK
 CL1798'STAMPED---7C34---,
 CL1798'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 CL1798'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CL1798'126 FEET EAST FROM THE CENTER OF COUNTY ROUTE 262,
 CL1798'46 FEET SOUTH FROM THE CENTER OF U.S. HIGHWAY 80,
 CL1798'32 FEET EAST FROM A UTILITY POLE,
 CL1798'1.1 FEET EAST FROM A METAL WITNESS POST AND
 CL1798'1.0 FEET WEST FROM A METAL WITNESS POST.
 CL1798'
 CL1798'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1798'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1798'
 CL1798'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CL1798'
 CL1798'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ROUNDTREE
 CL1798'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4160 ***********************************************************************
 CK4160  DESIGNATION -  7C 5 ECC
 CK4160  PID         -  CK4160
 CK4160  STATE/COUNTY-  GA/BULLOCH
 CK4160  USGS QUAD   -  HOPEULIKIT (1978)
 CK4160
 CK4160                         *CURRENT SURVEY CONTROL
 CK4160  ___________________________________________________________________
 CK4160* NAD 83(1994)-  32 30 37.75309(N)    081 45 13.94746(W)     ADJUSTED  
 CK4160* NAVD 88     -        72.22   (+/-2cm)     236.9    (feet)  VERTCON   
 CK4160  ___________________________________________________________________
 CK4160  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 CK4160  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK4160
 CK4160  HORZ ORDER  -  THIRD
 CK4160  VERT ORDER  -  THIRD ? (See Below)
 CK4160
 CK4160.The horizontal coordinates were established by classical geodetic methods
 CK4160.and adjusted by the National Geodetic Survey in September 1997..
 CK4160
 CK4160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4160.The vertical order pertains to the NGVD 29 superseded value.
 CK4160
 CK4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4160
 CK4160.The geoid height was determined by GEOID03.
 CK4160
 CK4160;                    North         East     Units Scale Factor Converg.
 CK4160;SPC GA E     -   278,394.850   238,784.651   MT  0.99991854   +0 13 18.7
 CK4160;SPC GA E     -   913,367.10    783,412.64   sFT  0.99991854   +0 13 18.7
 CK4160;UTM  17      - 3,597,271.990   429,189.025   MT  0.99966183   -0 24 18.7
 CK4160
 CK4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4160!SPC GA E     -   0.99999338  x   0.99991854  =   0.99991192
 CK4160!UTM  17      -   0.99999338  x   0.99966183  =   0.99965521
 CK4160
 CK4160|---------------------------------------------------------------------|
 CK4160| PID    Reference Object                     Distance      Geod. Az  |
 CK4160|                                                           dddmmss.s |
 CK4160| CK4434 7C 5 ECC RM 1                        28.572 METERS 01143     |
 CK4160| CK4079 OSCAR                               APPROX. 4.3 KM 1110200.1 |
 CK4160| CK4435 7C 5 ECC RM 2                        28.795 METERS 24348     |
 CK4160| CK0989 7 C 5 ECC                            12.381 METERS 28040     |
 CK4160|---------------------------------------------------------------------|
 CK4160
 CK4160                          SUPERSEDED SURVEY CONTROL
 CK4160
 CK4160  NAD 83(1986)-  32 30 37.74858(N)    081 45 13.94797(W) AD(       ) 3
 CK4160  NAD 27      -  32 30 37.12100(N)    081 45 14.55000(W) AD(       ) 3
 CK4160  NGVD 29 (07/19/86)   72.45   (m)          237.7    (f) LEVELING    3  
 CK4160
 CK4160.Superseded values are not recommended for survey control.
 CK4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4160.See file dsdata.txt to determine how the superseded data were derived.
 CK4160
 CK4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2918997272(NAD 83)
 CK4160_MARKER: DS = TRIANGULATION STATION DISK
 CK4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4160
 CK4160  HISTORY     - Date     Condition        Report By
 CK4160  HISTORY     - 1935     MONUMENTED       CGS
 CK4160  HISTORY     - 1954     GOOD             CGS
 CK4160  HISTORY     - 1962     GOOD             CGS
 CK4160  HISTORY     - 1979     GOOD             NGS
 CK4160
 CK4160                          STATION DESCRIPTION
 CK4160
 CK4160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4160'ABOUT 6-1/4 MILES SOUTH-SOUTHWEST OF DOVER, ABOUT 5 MILES
 CK4160'NORTH-NORTHEAST OF STATESBORO, ON CENTRAL OF GEORGIA RAILWAY
 CK4160'RIGHT-OF-WAY, ABOUT 100 FEET EAST OF FRONT ENTRANCE TO G.L.
 CK4160'GIBSONS HOME, 45.5 FEET EAST OF EAST RAIL OF TRACKS, ABOUT 19 FEET
 CK4160'SOUTHEAST OF SOUTHEAST CORNER OF CAR HOUSE, 1 FOOT WEST OF
 CK4160'NORTH-SOUTH WIRE FENCE LINE AND ABOUT 2-1/2 FEET HIGHER THAN TRACK
 CK4160'LEVEL.  TO REACH FROM COURTHOUSE AT SYLVANIA, GO SOUTH ON STATE
 CK4160'HIGHWAY 73 (STATESBORO ROAD) FOR 19.85 MILES TO HODGES SERVICE
 CK4160'STATION ON LEFT AND TRAVEL ROAD ON RIGHT.  TURN RIGHT FOR 1.1 MILES
 CK4160'TO RAILWAY CROSSING AND CROSS ROAD.  TURN LEFT FOR 0.3 MILE TO
 CK4160'CLITO RAILWAY STATION.  CONTINUE PAST STATION FOR 0.05 MILE TO Y.
 CK4160'BEAR LEFT ACROSS TRACKS AND THEN RIGHT (PARALLEL TO TRACKS) FOR
 CK4160'0.15 MILE TO RAILWAY CAR HOUSE AND STATION.  TO REACH FROM
 CK4160'STATESBORO, GO NORTH ON STATE HIGHWAY 73 TO HODGES SERVICE STATION
 CK4160'AND PROCEED AS ABOVE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 CK4160'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CK4160'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS
 CK4160'ABOUT 3 INCHES, IS ABOUT 45 FEET EAST OF EAST RAIL OF TRACKS, 1 FOOT
 CK4160'EAST OF WIRE FENCE LINE AND 93.74 FEET NORTH OF STATION N 11 DEG
 CK4160'43 MIN E.  NO. 2 IS ABOUT THE SAME ELEVATION AS STATION AND
 CK4160'IS ABOUT 32 FEET SOUTHEAST OF SOUTHEAST CORNER OF GIBSON HOUSE,
 CK4160'ABOUT 27 FEET WEST OF WEST RAIL OF TRACKS, ABOUT 15 FEET NORTH OF
 CK4160'20-INCH BIRCH TREE, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE AND
 CK4160'94.47 FEET SOUTHWEST OF STATION S 63 DEG 48 MIN W.  7C 5A
 CK4160'(GA.GEOD.S.) (AZIMUTH) IS A 6-INCH SEMI-CIRCULAR TOP CONCRETE POST
 CK4160'WITH SMALL BRASS CENTER, PROJECTING ABOUT 3 INCHES, AND IS 3 FEET
 CK4160'EAST OF EAST RAIL OF TRACKS AND 0.25 MILE FROM STATION N 9 DEG
 CK4160'58 MIN E.  TO REACH FROM CLITO RAILWAY STATION, GO
 CK4160'NORTH ALONG TRACKS FOR 0.2 MILE TO MARK.  7C-5 (GA.GEOD.S.) (SEE
 CK4160'DESCRIPTION THEREOF) IS 40.62 FEET WEST OF STATION N 79 DEG 20 MIN W.
 CK4160
 CK4160                          STATION RECOVERY (1954)
 CK4160
 CK4160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4160'ALL MARKS IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR CHANGED
 CK4160'CONDITIONS.
 CK4160'
 CK4160'THE STATION, STAMPED ECC 7C-5 1935, PROJECTING 5
 CK4160'IN., IS ABOUT 5 MI. N-NE OF STATESBORO, ON THE CENTRAL OF GEORGIA
 CK4160'RAILWAY RIGHT-OF-WAY, 0.2 MI. S OF THE OLD RAILWAY STATION AT CLITO,
 CK4160'77 FT. E OF THE N ONE OF SEVEN 24-IN.  SYCAMORE TREES, 48 FT. E OF
 CK4160'THE CENTER OF THE RAILROAD TRACKS, AND 39.7 FT. NE OF A TELEPHONE
 CK4160'POLE ON THE LOCAL SUMMIT.
 CK4160'
 CK4160'ECC 7C-5 NO 1 1935, SO STAMPED, PROJECTING 7 IN., IS
 CK4160'93.74 FT. N 11 DEG 43 MIN E FROM THE STATION, 122.5 FT. NE
 CK4160'OF THE SAID SYCAMORE, AND 49 FT. E OF THE CENTERLINE OF THE
 CK4160'RAILROAD.
 CK4160'
 CK4160'ECC 7C-5 NO II 1935, SO STAMPED, PROJECTING 6 IN., IS
 CK4160'94.65 FT. (0.18 FT. MORE THAN THE ORIGINAL MEASUREMENT) S 63
 CK4160'DEG 48 MIN W FROM THE STATION, 27.5 FT.  W OF THE
 CK4160'CENTERLINE OF THE RAILROAD, AND 12.5 FT. N OF THE THIRD FROM THE N
 CK4160'SYCAMORE.
 CK4160'
 CK4160'GEORGIA GEODETIC SURVEY TRAVERSE STATION 7 C 5, SO STAMPED, IS A
 CK4160'COOPERATION SURVEY STANDARD DISK, SET IN CONCRETE PROJECTING 1 IN.
 CK4160'IT IS 40.56 FT. N 79 DEG 20 MIN W FROM THE STATION,
 CK4160'AND 5 FT. E OF THE E RAIL.
 CK4160'
 CK4160'TRAVERSE STATION 7 C 5A (GA.GEOD.S.) IS A 1/4 IN. BRASS ROD, SET
 CK4160'IN CONCRETE INSIDE A 1-IN. IRON PIPE ALL SET IN A ROUNDED-TOP
 CK4160'CONCRETE POST THAT PROJECTS 3 IN.  IT IS ABOUT 0.35 MI. N IN
 CK4160'AZIMUTH 189 DEG 57 MIN 54.5 SEC FROM THE STATION, 69 FT. SE OF A
 CK4160'16-IN. CHERRY TREE THAT IS THE N ONE OF THREE, IN THE DEEPEST PART
 CK4160'OF THE RAILROAD CUT, AND 6 FT. E OF THE E RAIL.  THIS MARK IS
 CK4160'7C-4A IN THE BOOK GEODETIC SURVEY OF GEORGIA.
 CK4160'
 CK4160'TO REACH FROM CLITO CROSSROADS AT CLITO BAPTIST CHURCH ON U.S.
 CK4160'HIGHWAY 301 ABOUT 5.4 MI. N ALONG U.S. HIGHWAY 301 FROM ITS
 CK4160'INTERSECTION WITH U.S. HIGHWAY 80 IN STATESBORO, OR 4.8 MI. S ALONG
 CK4160'U.S. HIGHWAY 301 FROM WHERE IT OVERPASSES THE RAILROAD AT DOVER, GO
 CK4160'E ON THE EARTH ROAD FOR 1.1 MI.  AND TURN LEFT JUST AFTER CROSSING
 CK4160'THE RAILROAD, THENCE S FOR ABOUT 0.1 MI. TO THE AZIMUTH MARK ON THE
 CK4160'LEFT, THENCE CONTINUE FOR ABOUT 0.35 MI. ALONGSIDE THE RAILROAD TO
 CK4160'SEVEN SYCAMORES AND THE STATION ON THE LEFT.
 CK4160
 CK4160                          STATION RECOVERY (1962)
 CK4160
 CK4160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CK4160'ABOUT 4.7 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK4160'THE STATION AT STATESBORO, 0.15 MILE SOUTH OF A GRADED ROAD
 CK4160'CROSSING, NEAR THE SOUTH EDGE OF THE SMALL VILLAGE OF CLITO, 0.1
 CK4160'MILE NORTH OF A GRADED ROAD CROSSING, 75 FEET EAST AND ACROSS THE
 CK4160'TRACK FROM THE NORTH ONE OF A ROW OF 7 SYCAMORE TREES, 46 FEET EAST
 CK4160'OF THE EAST RAIL, 94.4 FEET NORTHEAST AND ACROSS TRACK FROM R.M. 2,
 CK4160'93.6 FEET SOUTH OF R.M. 1, 1.4 FEET WEST OF A STEEL WITNESS POST, 1
 CK4160'FOOT ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 CK4160'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CK4160'
 CK4160'R.M. 1--ABOUT 4.7 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA
 CK4160'RAILWAY FROM THE STATION AT STATESBORO, 0.15 MILE SOUTH OF A GRADED
 CK4160'ROAD CROSSING, 0.1 MILE NORTH OF A GRADED ROAD CROSSING, NEAR THE
 CK4160'SOUTH EDGE OF CLITO, 46.7 FEET EAST OF THE EAST RAIL, 99 FEET
 CK4160'SOUTHWEST OF A 14 INCH GUM TREE SERVING AS A CORNER FENCE POST AT THE
 CK4160'NORTHWEST CORNER OF A CULTIVATED FIELD, 39 FEET WEST OF A NORTH-SOUTH
 CK4160'FENCE LINE, ABOUT LEVEL WITH THE TRACK, SET IN THE TOP OF A
 CK4160'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 CK4160'NOTE--MARK IS 5.0 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA
 CK4160'RAILWAY FROM THE STATION AT DOVER.
 CK4160'
 CK4160'R.M. 2--ABOUT 4.7 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA
 CK4160'RAILWAY FROM THE STATION AT STATESBORO, 0.15 MILE SOUTH OF A GRADED
 CK4160'ROAD CROSSING, NEAR THE SOUTH EDGE OF THE SMALL VILLAGE OF CLITO,
 CK4160'0.1 MILE NORTH OF A GRADED ROAD CROSSING, NEAR A ROW OF 7 SYCAMORE
 CK4160'TREES, 24.8 FEET WEST OF THE WEST RAIL, 12 FEET NORTH OF THE NORTH
 CK4160'EDGE OF THE THIRD TREE SOUTH OF THE NORTH END OF THE ROW OF TREES,
 CK4160'2 FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 CK4160'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CK4160
 CK4160                          STATION RECOVERY (1979)
 CK4160
 CK4160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK4160'STATION MARK, REFERENCE MARK 1, AND THE CONCRETE POST OF 7C 5 GAGS
 CK4160'(NOT PULLED TO CHECK FOR UNDERGROUND MARK) WERE RECOVERED.  TRAVERSE
 CK4160'STATION 7C 5A WAS NOT RECOVERED.  REFERENCE MARK 2 WAS FOUND
 CK4160'DESTROYED (DISK RECLAIMED).  THE AREA IS BEING REWORKED TO ALLOW
 CK4160'FOR A NEW RAIL SIDING TO BE INSTALLED.  THE ORIGINAL LINE OF SEVEN
 CK4160'SYCAMORE TREES HAS BEEN REDUCED TO A PAIR AT THE SOUTH END, AND THREE
 CK4160'AT THE NORTH END.  THE NORTH ONE OF THREE IS THE SAME AS THE NORTH ONE
 CK4160'OF SEVEN PREVIOUSLY DESCRIBED.
 CK4160'
 CK4160'TO REACH FROM THE CLITO CROSSROAD AT THE CLITO BAPTIST CHURCH
 CK4160'(JUNCTION OF U.S. HIGHWAY 301 AND A PAVED ROAD) ABOUT 6 MILES
 CK4160'NORTHEAST OF THE COURTHOUSE IN STATESBORO, GO WEST ON THE PAVED ROAD
 CK4160'FOR 1.1 MILES TO A RAIL CROSSING AT THE ITT GRINELL PLANT.  CROSS
 CK4160'TRACKS, THEN TURN LEFT, SOUTH ON A DIRT ROAD FOR 0.4 MILE TO A ROAD
 CK4160'LEFT CROSSING TRACKS AND TWO PROPANE STORAGE TANKS.  CONTINUE SOUTH
 CK4160'ON A TRACK ROAD ALONG THE WEST SIDE OF THE TANKS FOR 0.05 MILE, THEN
 CK4160'WALK EAST FOR 50 YARDS, CROSSING TRACKS, TO STATION IN THE WOODS.
 CK4160'
 CK4160'STATION MARK, A STANDARD DISK STAMPED---ECC 7C 5 1935---IS SET IN
 CK4160'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS
 CK4160'EAST OF THE NORTH ONE OF THREE SYCAMORE TREES, OPPOSITE A POINT ON
 CK4160'THE RAIL THAT IS 88.5 FEET NORTH-NORTHEAST OF A SWITCH POST, AND 1.5
 CK4160'FEET WEST OF A METAL WITNESS POST.
 CK4160'
 CK4160'REFERENCE MARK 1, A STANDARD DISK STAMPED---7C 5 ECC NO 1 1935---IS
 CK4160'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES
 CK4160'ABOVE GROUND.  IT IS 46.5 FEET EAST OF THE EAST RAIL, AND NORTH OF
 CK4160'THE STATION.
 CK4160'
 CK4160'7C 5, A C AND GS AND STATE SURVEY DISK (ORIGINALLY), IS NOW A CONCRETE
 CK4160'POST WITH TOP BROKEN OFF, THE TOP OF WHICH IS 6 INCHES BELOW THE
 CK4160'RAIL BALLAST.  NO PREVIOUS INFORMATION ABOUT AN UNDERGROUND
 CK4160'MARK.  POST WAS NOT DISTURBED AT THIS TIME.  IT IS 5 FEET EAST OF THE
 CK4160'EAST RAIL, 2 FEET BELOW THE RAIL, 40.6 FEET WEST OF 7C 5 ECC 1935,
 CK4160'90.5 FEET NORTH-NORTHEAST OF THE SWITCH POST, 81 FEET SOUTH-SOUTHEAST
 CK4160'OF A DERAILER ON THE WEST RAIL OF THE SIDE TRACK, AND 12 FEET
 CK4160'EAST-NORTHEAST OF THE NORTH END OF A FROG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3512 ***********************************************************************
 DG3512  DESIGNATION -  7E 75B
 DG3512  PID         -  DG3512
 DG3512  STATE/COUNTY-  GA/CARROLL
 DG3512  USGS QUAD   -  ROOPVILLE (1982)
 DG3512
 DG3512                         *CURRENT SURVEY CONTROL
 DG3512  ___________________________________________________________________
 DG3512* NAD 83(1994)-  33 25 44.98687(N)    085 08 04.95526(W)     ADJUSTED  
 DG3512* NAVD 88     -       372.25   (+/-2cm)    1221.3    (feet)  VERTCON   
 DG3512  ___________________________________________________________________
 DG3512  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DG3512  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DG3512
 DG3512  HORZ ORDER  -  SECOND
 DG3512  VERT ORDER  -  THIRD ? (See Below)
 DG3512
 DG3512.The horizontal coordinates were established by classical geodetic methods
 DG3512.and adjusted by the National Geodetic Survey in September 1997..
 DG3512
 DG3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3512.The vertical order pertains to the NGVD 29 superseded value.
 DG3512
 DG3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3512
 DG3512.The geoid height was determined by GEOID03.
 DG3512
 DG3512;                    North         East     Units Scale Factor Converg.
 DG3512;SPC GA W     -   380,613.321   609,981.078   MT  0.99999987   -0 32 00.0
 DG3512;SPC GA W     - 1,248,728.87  2,001,246.25   sFT  0.99999987   -0 32 00.0
 DG3512;UTM  16      - 3,700,421.035   673,411.301   MT  0.99997076   +1 01 40.3
 DG3512
 DG3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3512!SPC GA W     -   0.99994614  x   0.99999987  =   0.99994601
 DG3512!UTM  16      -   0.99994614  x   0.99997076  =   0.99991690
 DG3512
 DG3512|---------------------------------------------------------------------|
 DG3512| PID    Reference Object                     Distance      Geod. Az  |
 DG3512|                                                           dddmmss.s |
 DG3512| DG3506 7E 75C                              391.794 METERS 00352     |
 DG3512|---------------------------------------------------------------------|
 DG3512
 DG3512                          SUPERSEDED SURVEY CONTROL
 DG3512
 DG3512  NAD 83(1994)-  33 25 44.98827(N)    085 08 04.95649(W) AD(       ) 2
 DG3512  NAD 83(1986)-  33 25 44.99203(N)    085 08 04.95201(W) AD(       ) 2
 DG3512  NAD 27      -  33 25 44.57944(N)    085 08 05.15512(W) AD(       ) 2
 DG3512  NGVD 29 (07/19/86)  372.19   (m)         1221.1    (f) LEVELING    3  
 DG3512
 DG3512.Superseded values are not recommended for survey control.
 DG3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3512.See file dsdata.txt to determine how the superseded data were derived.
 DG3512
 DG3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7341100421(NAD 83)
 DG3512_MARKER: DD = SURVEY DISK
 DG3512_SETTING: 0 = UNSPECIFIED SETTING
 DG3512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3512
 DG3512  HISTORY     - Date     Condition        Report By
 DG3512  HISTORY     - 1963     MONUMENTED       USGS
 DG3512
 DG3512                          STATION DESCRIPTION
 DG3512
 DG3512'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DG3512'CARROLLTON, 12.05 MI S. OF CARROLL COURT HOUSE, ALONG STATE HIGHWAY
 DG3512'1.  700 FT N. OF HEARD COUNTY LINE.  113 FT SE. OF SIX-ROOM DWELLING.
 DG3512'24 FT W. OF CENTERLINE OF HWY.  10 FT NE. OF POWER POLE.  GEORGIA
 DG3512'GEODETIC SURVEY STANDARD DISK STAMPED---73 75B---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3506 ***********************************************************************
 DG3506  DESIGNATION -  7E 75C
 DG3506  PID         -  DG3506
 DG3506  STATE/COUNTY-  GA/CARROLL
 DG3506  USGS QUAD   -  ROOPVILLE (1982)
 DG3506
 DG3506                         *CURRENT SURVEY CONTROL
 DG3506  ___________________________________________________________________
 DG3506* NAD 83(1994)-  33 25 57.67490(N)    085 08 03.93419(W)     ADJUSTED  
 DG3506* NAVD 88     -       369.64   (+/-2cm)    1212.7    (feet)  VERTCON   
 DG3506  ___________________________________________________________________
 DG3506  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DG3506  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG3506
 DG3506  HORZ ORDER  -  FIRST
 DG3506  VERT ORDER  -  THIRD ? (See Below)
 DG3506
 DG3506.The horizontal coordinates were established by classical geodetic methods
 DG3506.and adjusted by the National Geodetic Survey in September 1997..
 DG3506
 DG3506.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3506.The vertical order pertains to the NGVD 29 superseded value.
 DG3506
 DG3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3506
 DG3506.The geoid height was determined by GEOID03.
 DG3506
 DG3506;                    North         East     Units Scale Factor Converg.
 DG3506;SPC GA W     -   381,003.963   610,011.092   MT  0.99999981   -0 31 59.6
 DG3506;SPC GA W     - 1,250,010.50  2,001,344.72   sFT  0.99999981   -0 31 59.6
 DG3506;SPC AL E     -   325,400.345   264,992.491   MT  1.00001206   +0 23 06.3
 DG3506;UTM  16      - 3,700,812.338   673,430.660   MT  0.99997084   +1 01 41.2
 DG3506
 DG3506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3506!SPC GA W     -   0.99994655  x   0.99999981  =   0.99994636
 DG3506!SPC AL E     -   0.99994655  x   1.00001206  =   0.99995861
 DG3506!UTM  16      -   0.99994655  x   0.99997084  =   0.99991739
 DG3506
 DG3506:                Primary Azimuth Mark                     Grid Az
 DG3506:SPC GA W     -  ARNCO MILLS NORTH TANK                   094 04 20.0
 DG3506:SPC AL E     -  ARNCO MILLS NORTH TANK                   093 09 14.1
 DG3506:UTM  16      -  ARNCO MILLS NORTH TANK                   092 30 39.2
 DG3506
 DG3506|---------------------------------------------------------------------|
 DG3506| PID    Reference Object                     Distance      Geod. Az  |
 DG3506|                                                           dddmmss.s |
 DG3506| DG3108 ARNCO MILLS NORTH TANK              APPROX.26.0 KM 0933220.4 |
 DG3506| DG3109 ARNCO MILLS SOUTH TANK              APPROX.26.1 KM 0934316.0 |
 DG3506| CZ2703 7E 75C RM 1                          22.059 METERS 14230     |
 DG3506| DG3488 FRANKLIN MUNICIPAL TANK             APPROX.17.2 KM 1670440.6 |
 DG3506| DG3512 7E 75B                              391.794 METERS 18352     |
 DG3506| CZ2704 7E 75C RM 2                          21.060 METERS 23625     |
 DG3506| DG3505 ROOPVILLE                           APPROX. 1.9 KM 3544351.2 |
 DG3506|---------------------------------------------------------------------|
 DG3506
 DG3506                          SUPERSEDED SURVEY CONTROL
 DG3506
 DG3506  NAD 83(1994)-  33 25 57.67620(N)    085 08 03.93544(W) AD(       ) 1
 DG3506  NAD 83(1986)-  33 25 57.67993(N)    085 08 03.93098(W) AD(       ) 1
 DG3506  NAD 27      -  33 25 57.26800(N)    085 08 04.13400(W) AD(       ) 1
 DG3506  NGVD 29 (07/19/86)  369.58   (m)         1212.5    (f) LEVELING    3  
 DG3506
 DG3506.Superseded values are not recommended for survey control.
 DG3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3506.See file dsdata.txt to determine how the superseded data were derived.
 DG3506
 DG3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7343100812(NAD 83)
 DG3506_MARKER: DD = SURVEY DISK
 DG3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3506_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3506
 DG3506  HISTORY     - Date     Condition        Report By
 DG3506  HISTORY     - 1941     MONUMENTED       GAGS
 DG3506  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DG3506  HISTORY     - 1971     GOOD             NGS
 DG3506
 DG3506                          STATION DESCRIPTION
 DG3506
 DG3506'DESCRIBED BY GEORGIA GEODETIC SURVEY 1941 (JSM)
 DG3506'STATION IS 1.65 MILES S OF ROOPVILLE POST OFFICE ON W SIDE
 DG3506'OF U.S. HIGHWAY 27.  IT IS 150 FEET W OF CENTER LINE OF
 DG3506'HIGHWAY, AND ABOUT 100 YARDS S OF THE HOUSE BELONGING TO
 DG3506'MR. A.C. MORGAN, WHO ALSO OWNS THE PROPERTY ON WHICH THE
 DG3506'STATION IS LOCATED.
 DG3506'
 DG3506'SURFACE MARK IS A STANDARD STATE SURVEY DISK SET IN A CONCRETE
 DG3506'POST, AND STAMPED 7E-75C.
 DG3506'
 DG3506'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DG3506'
 DG3506'7E-75B THE AZIMUTH MARK FOR THIS STATION IS A STANDARD STATE
 DG3506'SURVEY DISK SET IN A CONCRETE POST.  IT IS S OF THE STATION
 DG3506'ALONG U.S. HIGHWAY 27.  IT IS ACROSS THE ROAD FROM A WHITE
 DG3506'BUNGALOW, 24 FEET W OF THE CENTER LINE OF HIGHWAY, AND 9-1/2
 DG3506'FEET NE OF A POWER LINE POLE.
 DG3506'
 DG3506'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DG3506
 DG3506                          STATION RECOVERY (1954)
 DG3506
 DG3506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3506'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 DG3506'CONDITION.  THIS STATION, BEING A STATE SURVEY MARK, HAD
 DG3506'NO SUBSURFACE MARK ESTABLISHED.  A SUBSURFACE MARK WAS SET
 DG3506'AT THIS DATE.  A NEW SURFACE MARK WAS SET IN ITS ORIGINAL
 DG3506'POSITION.  LEVELS WERE RUN TO THE NEW MARK.  THE NEW ELEVATION
 DG3506'WAS DETERMINED AS 1,212.838 FEET.  A NEW DESCRIPTION FOLLOWS--
 DG3506'
 DG3506'THE STATION IS LOCATED 1.65 MI. S OF ROOPVILLE ALONG U.S.
 DG3506'HIGHWAY 27, ON PROPERTY OWNED BY MR. E.C. CAUSEY, IN PASTURE
 DG3506'LAND, ABOUT 400 FT. N OF A BARN, 165 FT. W OF THE CENTERLINE
 DG3506'OF U.S. HIGHWAY 27, AND 20 FT. S OF THE S EDGE OF A WOOD
 DG3506'LOT.  IT IS A STATE SURVEY STANDARD DISK, STAMPED 7 E 75C
 DG3506'1954 AND SET IN THE TOP OF A 12-IN. ROUND CONCRETE POST
 DG3506'PROJECTING 6 IN.
 DG3506'
 DG3506'REFERENCE MARK 1 IS SE OF THE STATION, 130 FT. W OF THE
 DG3506'CENTERLINE OF U.S. HIGHWAY 27, AND ABOUT 85 FT. S OF THE
 DG3506'S EDGE OF THE WOOD LOT.  IT IS A STANDARD DISK, STAMPED
 DG3506'7 E 75C NO 1 1941 AND PROJECTS 6 IN.  IT IS
 DG3506'22.059 M. FROM THE STATION.
 DG3506'
 DG3506'REFERENCE MARK 2 IS 21.060 M. SW OF THE STATION, 225 FT.
 DG3506'W OF THE CENTERLINE OF U.S. HIGHWAY 27, AND 40 FT. S OF
 DG3506'THE S EDGE OF THE WOOD LOT.  IT IS A STANDARD DISK, STAMPED
 DG3506'7 E 75C NO 2 1941 AND PROJECTS 4 IN.
 DG3506'
 DG3506'THE AZIMUTH MARK IS 0.25 MI. S OF THE STATION, 42 FT. W
 DG3506'OF THE CENTERLINE OF THE ROAD, AND 20.5 FT. E OF A POWER
 DG3506'POLE WITH WIRES LEADING TO THE HOUSE ACROSS THE ROAD.  IT
 DG3506'IS ON A BANK W OF THE ROAD, AND ABOUT 4 FT. HIGHER THAN
 DG3506'THE ROAD.  IT IS A STATE SURVEY STANDARD DISK, STAMPED 7
 DG3506'E 75B 1221.082 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 DG3506'WITH THE SURFACE OF THE GROUND.  MARK IS ON THE SUMMIT OF
 DG3506'THE FIRST GRADE N OF THE HEARD COUNTY LINE A DISTANCE OF
 DG3506'ABOUT 0.15 MI.
 DG3506
 DG3506                          STATION RECOVERY (1971)
 DG3506
 DG3506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG3506'STATION, BOTH RMS, AND THE AZIMUTH MARK WERE RECOVERED AS
 DG3506'DESCRIBED IN GOOD CONDITION.  ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3187 ***********************************************************************
 BE3187  DESIGNATION -  7H 19 GAGS 1935
 BE3187  PID         -  BE3187
 BE3187  STATE/COUNTY-  GA/GRADY
 BE3187  USGS QUAD   -  PINE PARK (1974)
 BE3187
 BE3187                         *CURRENT SURVEY CONTROL
 BE3187  ___________________________________________________________________
 BE3187* NAD 83(1994)-  30 50 57.38763(N)    084 06 09.59367(W)     ADJUSTED  
 BE3187* NAVD 88     -        61.15   (+/-2cm)     200.6    (feet)  VERTCON   
 BE3187  ___________________________________________________________________
 BE3187  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BE3187  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3187
 BE3187  HORZ ORDER  -  SECOND
 BE3187  VERT ORDER  -  THIRD ? (See Below)
 BE3187
 BE3187.The horizontal coordinates were established by classical geodetic methods
 BE3187.and adjusted by the National Geodetic Survey in September 1997..
 BE3187
 BE3187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3187.The vertical order pertains to the NGVD 29 superseded value.
 BE3187
 BE3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3187
 BE3187.The geoid height was determined by GEOID03.
 BE3187
 BE3187;                    North         East     Units Scale Factor Converg.
 BE3187;SPC GA W     -    94,142.586   706,121.422   MT  0.99990046   +0 01 58.1
 BE3187;SPC GA W     -   308,866.13  2,316,666.70   sFT  0.99990046   +0 01 58.1
 BE3187;UTM  16      - 3,416,492.345   777,087.660   MT  1.00054721   +1 29 11.9
 BE3187
 BE3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3187!SPC GA W     -   0.99999473  x   0.99990046  =   0.99989519
 BE3187!UTM  16      -   0.99999473  x   1.00054721  =   1.00054194
 BE3187
 BE3187                          SUPERSEDED SURVEY CONTROL
 BE3187
 BE3187  NAD 83(1986)-  30 50 57.39463(N)    084 06 09.59888(W) AD(       ) 2
 BE3187  NAD 27      -  30 50 56.70700(N)    084 06 09.97500(W) AD(       ) 2
 BE3187  NGVD 29 (07/19/86)   61.30   (m)          201.1    (f) LEVELING    3  
 BE3187
 BE3187.Superseded values are not recommended for survey control.
 BE3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3187.See file dsdata.txt to determine how the superseded data were derived.
 BE3187
 BE3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7708816492(NAD 83)
 BE3187_MARKER: DD = SURVEY DISK
 BE3187_SETTING: 0 = UNSPECIFIED SETTING
 BE3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE3187
 BE3187  HISTORY     - Date     Condition        Report By
 BE3187  HISTORY     - 1935     MONUMENTED       GAGS
 BE3187
 BE3187                          STATION DESCRIPTION
 BE3187
 BE3187'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BE3187'IS A STATE SURVEY STANDARD DISK, SET IN CENTER OF 6-INCH
 BE3187'STOVEPIPE FILLED WITH CONCRETE, 26 PACES SOUTHWEST OF SOUTHWEST
 BE3187'CORNER OF ATLANTIC COAST LINE RAILROAD STATION AT PINE PARK,
 BE3187'11 PACES EAST OF TELEPHONE POLE, 4 PACES SOUTH OF SOUTH
 BE3187'RAIL OF SIDING TRACK AND 246.651 FEET SOUTH-SOUTHEAST OF
 BE3187'BRYANT S 8 DEG 32 MIN E.  (SEE DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2269 ***********************************************************************
 BC2269  DESIGNATION -  8
 BC2269  PID         -  BC2269
 BC2269  STATE/COUNTY-  GA/CAMDEN
 BC2269  USGS QUAD   -  KINGSLAND NE (1993)
 BC2269
 BC2269                         *CURRENT SURVEY CONTROL
 BC2269  ___________________________________________________________________
 BC2269* NAD 83(1994)-  30 58 20.27691(N)    081 34 50.75099(W)     ADJUSTED  
 BC2269* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2269  ___________________________________________________________________
 BC2269  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BC2269  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BC2269
 BC2269  HORZ ORDER  -  THIRD
 BC2269
 BC2269.The horizontal coordinates were established by classical geodetic methods
 BC2269.and adjusted by the National Geodetic Survey in September 1997..
 BC2269
 BC2269.The orthometric height was scaled from a topographic map.
 BC2269
 BC2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2269
 BC2269.The geoid height was determined by GEOID03.
 BC2269
 BC2269;                    North         East     Units Scale Factor Converg.
 BC2269;SPC GA E     -   107,926.241   255,967.220   MT  0.99993863   +0 18 05.5
 BC2269;SPC GA E     -   354,088.01    839,785.79   sFT  0.99993863   +0 18 05.5
 BC2269;UTM  17      - 3,426,676.641   444,540.263   MT  0.99963794   -0 17 56.0
 BC2269
 BC2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2269!SPC GA E     -   1.00000453  x   0.99993863  =   0.99994316
 BC2269!UTM  17      -   1.00000453  x   0.99963794  =   0.99964247
 BC2269
 BC2269|---------------------------------------------------------------------|
 BC2269| PID    Reference Object                     Distance      Geod. Az  |
 BC2269|                                                           dddmmss.s |
 BC2269| CW5392 8 RM 1                               19.180 METERS 15502     |
 BC2269| CW5393 8 RM 2                               15.890 METERS 22842     |
 BC2269| BC2264 BUTLER                              APPROX. 3.0 KM 2631050.3 |
 BC2269|---------------------------------------------------------------------|
 BC2269
 BC2269                          SUPERSEDED SURVEY CONTROL
 BC2269
 BC2269  NAD 83(1994)-  30 58 20.28621(N)    081 34 50.75388(W) AD(       ) 3
 BC2269  NAD 83(1986)-  30 58 20.28703(N)    081 34 50.75475(W) AD(       ) 3
 BC2269  NAD 27      -  30 58 19.44600(N)    081 34 51.39000(W) AD(       ) 3
 BC2269
 BC2269.Superseded values are not recommended for survey control.
 BC2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2269.See file dsdata.txt to determine how the superseded data were derived.
 BC2269
 BC2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4454026677(NAD 83)
 BC2269_MARKER: DD = SURVEY DISK
 BC2269_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2269_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2269
 BC2269  HISTORY     - Date     Condition        Report By
 BC2269  HISTORY     - 1933     MONUMENTED       USE
 BC2269  HISTORY     - 1934     GOOD             CGS
 BC2269  HISTORY     - 1954     GOOD             CGS
 BC2269
 BC2269                          STATION DESCRIPTION
 BC2269
 BC2269'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BC2269'ON THE S BANK OF THE SATILLA RIVER, ALMOST DIRECTLY ACROSS THE RIVER
 BC2269'FROM THE MIDPOINT OF THE SW SIDE OF THE ISLAND FORMED BY BAILEYS
 BC2269'CUT.  STATION IS BETWEEN HWL AND THE N EDGE OF A LONG HUMMOCK WHICH
 BC2269'LIES PARALLEL TO SHORE LINE AND IS COVERED WITH LOW BUSHES, 8 M.
 BC2269'FROM ABRUPT BANK OF RIVER AND 4 M. N OF EDGE OF HUMMOCK.  R.M. 1 IS
 BC2269'SE OF STATION 15 M. FROM RIVER BANK AND 2 M. S OF N EDGE OF
 BC2269'HUMMOCK.  R.M. 2 IS SW OF STATION ON THE HUMMOCK.  STATION IS
 BC2269'EASILY REACHED FROM THE SATILLA RIVER.
 BC2269
 BC2269                          STATION RECOVERY (1934)
 BC2269
 BC2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2269'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BC2269
 BC2269                          STATION RECOVERY (1954)
 BC2269
 BC2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2269'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BC2269'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 BC2269'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2269'
 BC2269'THE STATION IS LOCATED ON THE S SHORE OF SATILLA RIVER, ALMOST
 BC2269'DIRECTLY ACROSS THE RIVER FROM THE MIDPOINT OF THE SW SIDE OF THE
 BC2269'ISLAND FORMED BY BAILEYS CUT, IN MARSHY GROUND BETWEEN THE EDGE OF
 BC2269'THE MARSH AND A LINE OF LOW MYRTLE BUSHES WHICH PARALLEL THE
 BC2269'SHORE, 10.0 M. NE OF THE EDGE OF THE MYRTLE, AND 5.0 M.  SW OF THE
 BC2269'EDGE OF THE MARSH.  THE MARK IS A STANDARD DISK, STAMPED NO 8 USE
 BC2269'1933 AND PROJECTING 1 FT.
 BC2269'
 BC2269'REFERENCE MARK 1 IS SE OF THE STATION, AND 15.0 M. SW OF THE EDGE
 BC2269'OF THE MARSH.  THE MARK IS A REFERENCE-MARK DISK, STAMPED NO 8 USE NO
 BC2269'1 1933 AND PROJECTING 1 FT.
 BC2269'
 BC2269'REFERENCE MARK 2 IS SW OF THE STATION, AND 20 M. SW OF THE EDGE OF
 BC2269'THE MARSH.  THE MARK IS A REFERENCE-MARK DISK, STAMPED NO 8 USE NO
 BC2269'2 1933 AND PROJECTING 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0262 ***********************************************************************
 BT0262  DESIGNATION -  8 B 11
 BT0262  PID         -  BT0262
 BT0262  STATE/COUNTY-  GA/DOUGHERTY
 BT0262  USGS QUAD   -  PRETORIA (1988)
 BT0262
 BT0262                         *CURRENT SURVEY CONTROL
 BT0262  ___________________________________________________________________
 BT0262* NAD 83(1986)-  31 33 08.     (N)    084 16 23.     (W)     SCALED    
 BT0262* NAVD 88     -        56.856  (meters)     186.54   (feet)  ADJUSTED  
 BT0262  ___________________________________________________________________
 BT0262  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT0262  DYNAMIC HT  -          56.787 (meters)     186.31  (feet)  COMP
 BT0262  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 BT0262
 BT0262  VERT ORDER  -  SECOND    CLASS 0
 BT0262
 BT0262.The horizontal coordinates were scaled from a topographic map and have
 BT0262.an estimated accuracy of +/- 6 seconds.
 BT0262
 BT0262.The orthometric height was determined by differential leveling
 BT0262.and adjusted by the National Geodetic Survey in June 1991..
 BT0262
 BT0262.The geoid height was determined by GEOID03.
 BT0262
 BT0262.The dynamic height is computed by dividing the NAVD 88
 BT0262.geopotential number by the normal gravity value computed on the
 BT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0262.degrees latitude (g = 980.6199 gals.).
 BT0262
 BT0262.The modeled gravity was interpolated from observed gravity values.
 BT0262
 BT0262;                    North         East    Units  Estimated Accuracy
 BT0262;SPC GA W     -   172,080.      689,900.      MT  (+/- 180 meters Scaled)
 BT0262
 BT0262                          SUPERSEDED SURVEY CONTROL
 BT0262
 BT0262  NGVD 29 (??/??/92)   57.025  (m)          187.09   (f) ADJ UNCH    2 0
 BT0262
 BT0262.Superseded values are not recommended for survey control.
 BT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0262.See file dsdata.txt to determine how the superseded data were derived.
 BT0262
 BT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV588940(NAD 83)
 BT0262_MARKER: DB = BENCH MARK DISK
 BT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0262_STAMPING: 8 B 11
 BT0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0262+STABILITY: SURFACE MOTION
 BT0262
 BT0262  HISTORY     - Date     Condition        Report By
 BT0262  HISTORY     - UNK      MONUMENTED       CGS
 BT0262  HISTORY     - 1934     GOOD             NGS
 BT0262
 BT0262                          STATION DESCRIPTION
 BT0262
 BT0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0262'3.1 MI NE FROM WALKER.
 BT0262'8 B 11 IS LOCATED 3.1 MILES NORTHEAST OF THE CENTRAL OF GEORGIA
 BT0262'RAILWAY STATION AT WALKER, 300 FT. EAST OF MILE POST 145, 9 FT.
 BT0262'WEST OF BRIDGE J 304.9, 9 FT. SOUTH OF SOUTH RAIL OF TRACK, ON
 BT0262'EDGE OF A FILL, BRONZE TABLET SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0266 ***********************************************************************
 BT0266  DESIGNATION -  8 B 16
 BT0266  PID         -  BT0266
 BT0266  STATE/COUNTY-  GA/DOUGHERTY
 BT0266  USGS QUAD   -  HOLT (1973)
 BT0266
 BT0266                         *CURRENT SURVEY CONTROL
 BT0266  ___________________________________________________________________
 BT0266* NAD 83(1986)-  31 31 17.     (N)    084 22 59.     (W)     SCALED    
 BT0266* NAVD 88     -        63.467  (meters)     208.22   (feet)  ADJUSTED  
 BT0266  ___________________________________________________________________
 BT0266  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT0266  DYNAMIC HT  -          63.391 (meters)     207.98  (feet)  COMP
 BT0266  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 BT0266
 BT0266  VERT ORDER  -  SECOND    CLASS 0
 BT0266
 BT0266.The horizontal coordinates were scaled from a topographic map and have
 BT0266.an estimated accuracy of +/- 6 seconds.
 BT0266
 BT0266.The orthometric height was determined by differential leveling
 BT0266.and adjusted by the National Geodetic Survey in June 1991..
 BT0266
 BT0266.The geoid height was determined by GEOID03.
 BT0266
 BT0266.The dynamic height is computed by dividing the NAVD 88
 BT0266.geopotential number by the normal gravity value computed on the
 BT0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0266.degrees latitude (g = 980.6199 gals.).
 BT0266
 BT0266.The modeled gravity was interpolated from observed gravity values.
 BT0266
 BT0266;                    North         East    Units  Estimated Accuracy
 BT0266;SPC GA W     -   168,670.      679,450.      MT  (+/- 180 meters Scaled)
 BT0266
 BT0266                          SUPERSEDED SURVEY CONTROL
 BT0266
 BT0266  NGVD 29 (??/??/92)   63.621  (m)          208.73   (f) ADJ UNCH    2 0
 BT0266
 BT0266.Superseded values are not recommended for survey control.
 BT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0266.See file dsdata.txt to determine how the superseded data were derived.
 BT0266
 BT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV484903(NAD 83)
 BT0266_MARKER: DB = BENCH MARK DISK
 BT0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0266_STAMPING: NO 8 B 16
 BT0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0266+STABILITY: SURFACE MOTION
 BT0266
 BT0266  HISTORY     - Date     Condition        Report By
 BT0266  HISTORY     - 1934     MONUMENTED       CGS
 BT0266  HISTORY     - 1955     MARK NOT FOUND   USGS
 BT0266
 BT0266                          STATION DESCRIPTION
 BT0266
 BT0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0266'3.8 MI SW FROM WALKER.
 BT0266'NO. 8 B 16 IS LOCATED 3.8 MILES SOUTHWEST OF THE RAILWAY STATION
 BT0266'AT WALKER, 0.2 OF MILE EAST OF MILE POST 138, 5.7 FT. SOUTH OF
 BT0266'SOUTH RAIL.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 3
 BT0266'INCHES HIGH.
 BT0266
 BT0266                          STATION RECOVERY (1955)
 BT0266
 BT0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BT0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0268 ***********************************************************************
 BT0268  DESIGNATION -  8 B 17
 BT0268  PID         -  BT0268
 BT0268  STATE/COUNTY-  GA/CALHOUN
 BT0268  USGS QUAD   -  HOLT (1973)
 BT0268
 BT0268                         *CURRENT SURVEY CONTROL
 BT0268  ___________________________________________________________________
 BT0268* NAD 83(1986)-  31 30 20.     (N)    084 26 21.     (W)     SCALED    
 BT0268* NAVD 88     -        63.260  (meters)     207.55   (feet)  ADJUSTED  
 BT0268  ___________________________________________________________________
 BT0268  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0268  DYNAMIC HT  -          63.183 (meters)     207.29  (feet)  COMP
 BT0268  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BT0268
 BT0268  VERT ORDER  -  SECOND    CLASS 0
 BT0268
 BT0268.The horizontal coordinates were scaled from a topographic map and have
 BT0268.an estimated accuracy of +/- 6 seconds.
 BT0268
 BT0268.The orthometric height was determined by differential leveling
 BT0268.and adjusted by the National Geodetic Survey in June 1991..
 BT0268
 BT0268.The geoid height was determined by GEOID03.
 BT0268
 BT0268.The dynamic height is computed by dividing the NAVD 88
 BT0268.geopotential number by the normal gravity value computed on the
 BT0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0268.degrees latitude (g = 980.6199 gals.).
 BT0268
 BT0268.The modeled gravity was interpolated from observed gravity values.
 BT0268
 BT0268;                    North         East    Units  Estimated Accuracy
 BT0268;SPC GA W     -   166,930.      674,120.      MT  (+/- 180 meters Scaled)
 BT0268
 BT0268                          SUPERSEDED SURVEY CONTROL
 BT0268
 BT0268  NGVD 29 (??/??/92)   63.403  (m)          208.01   (f) ADJ UNCH    2 0
 BT0268
 BT0268.Superseded values are not recommended for survey control.
 BT0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0268.See file dsdata.txt to determine how the superseded data were derived.
 BT0268
 BT0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV432884(NAD 83)
 BT0268_MARKER: DB = BENCH MARK DISK
 BT0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0268_STAMPING: 8 B 17
 BT0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0268+STABILITY: SURFACE MOTION
 BT0268
 BT0268  HISTORY     - Date     Condition        Report By
 BT0268  HISTORY     - UNK      MONUMENTED       CGS
 BT0268  HISTORY     - 1934     GOOD             NGS
 BT0268
 BT0268                          STATION DESCRIPTION
 BT0268
 BT0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0268'0.8 MI E FROM HOLT.
 BT0268'STATE SURVEY 8-B-17 IS LOCATED 0.8 OF MILE EAST OF HOLT, ABOUT
 BT0268'4.8 MILES EAST OF LEARY, 2403 FEET WEST OF CENTER OF BRIDGE
 BT0268'J-314.8, 1200 FEET WEST OF M.P. S-315, L135, 8.6 FEET NORTH OF
 BT0268'THE NORTH RAIL, AND ON THE EAST SHOULDER OF A SECONDARY ROAD
 BT0268'CROSSING RAILROAD.  STANDARD TABLET SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0269 ***********************************************************************
 BT0269  DESIGNATION -  8 B 18
 BT0269  PID         -  BT0269
 BT0269  STATE/COUNTY-  GA/CALHOUN
 BT0269  USGS QUAD   -  HOLT (1973)
 BT0269
 BT0269                         *CURRENT SURVEY CONTROL
 BT0269  ___________________________________________________________________
 BT0269* NAD 83(1986)-  31 30 07.     (N)    084 27 06.     (W)     SCALED    
 BT0269* NAVD 88     -        66.219  (meters)     217.25   (feet)  ADJUSTED  
 BT0269  ___________________________________________________________________
 BT0269  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0269  DYNAMIC HT  -          66.139 (meters)     216.99  (feet)  COMP
 BT0269  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BT0269
 BT0269  VERT ORDER  -  SECOND    CLASS 0
 BT0269
 BT0269.The horizontal coordinates were scaled from a topographic map and have
 BT0269.an estimated accuracy of +/- 6 seconds.
 BT0269
 BT0269.The orthometric height was determined by differential leveling
 BT0269.and adjusted by the National Geodetic Survey in June 1991..
 BT0269
 BT0269.The geoid height was determined by GEOID03.
 BT0269
 BT0269.The dynamic height is computed by dividing the NAVD 88
 BT0269.geopotential number by the normal gravity value computed on the
 BT0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0269.degrees latitude (g = 980.6199 gals.).
 BT0269
 BT0269.The modeled gravity was interpolated from observed gravity values.
 BT0269
 BT0269;                    North         East    Units  Estimated Accuracy
 BT0269;SPC GA W     -   166,530.      672,930.      MT  (+/- 180 meters Scaled)
 BT0269
 BT0269                          SUPERSEDED SURVEY CONTROL
 BT0269
 BT0269  NGVD 29 (??/??/92)   66.359  (m)          217.71   (f) ADJ UNCH    2 0
 BT0269
 BT0269.Superseded values are not recommended for survey control.
 BT0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0269.See file dsdata.txt to determine how the superseded data were derived.
 BT0269
 BT0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV420880(NAD 83)
 BT0269_MARKER: DB = BENCH MARK DISK
 BT0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0269_STAMPING: NO 8 B 18
 BT0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0269+STABILITY: SURFACE MOTION
 BT0269
 BT0269  HISTORY     - Date     Condition        Report By
 BT0269  HISTORY     - UNK      MONUMENTED       CGS
 BT0269  HISTORY     - 1934     GOOD             NGS
 BT0269
 BT0269                          STATION DESCRIPTION
 BT0269
 BT0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0269'AT HOLT.
 BT0269'NO 8 B 18 IS LOCATED IN FRONT OF THE STATION AT HOLT, 21 FT. EAST
 BT0269'OF CENTERLINE OF A ROAD THAT CROSSES TRACK, 3.7 FT. NORTH OF
 BT0269'NORTH RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF A CONCRETE
 BT0269'POST LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0016 ***********************************************************************
 BT0016  DESIGNATION -  8 B 19
 BT0016  PID         -  BT0016
 BT0016  STATE/COUNTY-  GA/CALHOUN
 BT0016  USGS QUAD   -  BERMUDA (1974)
 BT0016
 BT0016                         *CURRENT SURVEY CONTROL
 BT0016  ___________________________________________________________________
 BT0016* NAD 83(1986)-  31 29 34.     (N)    084 29 03.     (W)     SCALED    
 BT0016* NAVD 88     -        60.565  (meters)     198.70   (feet)  ADJUSTED  
 BT0016  ___________________________________________________________________
 BT0016  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT0016  DYNAMIC HT  -          60.491 (meters)     198.46  (feet)  COMP
 BT0016  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BT0016
 BT0016  VERT ORDER  -  SECOND    CLASS 0
 BT0016
 BT0016.The horizontal coordinates were scaled from a topographic map and have
 BT0016.an estimated accuracy of +/- 6 seconds.
 BT0016
 BT0016.The orthometric height was determined by differential leveling
 BT0016.and adjusted by the National Geodetic Survey in June 1991..
 BT0016
 BT0016.The geoid height was determined by GEOID03.
 BT0016
 BT0016.The dynamic height is computed by dividing the NAVD 88
 BT0016.geopotential number by the normal gravity value computed on the
 BT0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0016.degrees latitude (g = 980.6199 gals.).
 BT0016
 BT0016.The modeled gravity was interpolated from observed gravity values.
 BT0016
 BT0016;                    North         East    Units  Estimated Accuracy
 BT0016;SPC GA W     -   165,520.      669,840.      MT  (+/- 180 meters Scaled)
 BT0016
 BT0016                          SUPERSEDED SURVEY CONTROL
 BT0016
 BT0016  NGVD 29 (??/??/92)   60.700  (m)          199.15   (f) ADJ UNCH    2 0
 BT0016
 BT0016.Superseded values are not recommended for survey control.
 BT0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0016.See file dsdata.txt to determine how the superseded data were derived.
 BT0016
 BT0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV389869(NAD 83)
 BT0016_MARKER: DB = BENCH MARK DISK
 BT0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0016_STAMPING: NO 8 B 19
 BT0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0016+STABILITY: SURFACE MOTION
 BT0016
 BT0016  HISTORY     - Date     Condition        Report By
 BT0016  HISTORY     - UNK      MONUMENTED       GAGS
 BT0016  HISTORY     - 1934     GOOD             NGS
 BT0016
 BT0016                          STATION DESCRIPTION
 BT0016
 BT0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0016'2 MI SW FROM HOLT.
 BT0016'NO 8 B 19 IS LOCATED 2 MILES SOUTHWEST OF THE STATION AT HOLT,
 BT0016'ACROSS TRACK FROM MILE POST 132, 6 FT. SOUTHEAST OF CENTERLINE
 BT0016'OF A ROAD THAT CROSSES TRACK, 3.4 FT. SOUTH OF SOUTH RAIL.
 BT0016'BRONZE TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0370 ***********************************************************************
 BT0370  DESIGNATION -  8 B 22
 BT0370  PID         -  BT0370
 BT0370  STATE/COUNTY-  GA/CALHOUN
 BT0370  USGS QUAD   -  LEARY (1974)
 BT0370
 BT0370                         *CURRENT SURVEY CONTROL
 BT0370  ___________________________________________________________________
 BT0370* NAD 83(1986)-  31 29 03.     (N)    084 30 54.     (W)     SCALED    
 BT0370* NAVD 88     -        61.748  (meters)     202.58   (feet)  ADJUSTED  
 BT0370  ___________________________________________________________________
 BT0370  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT0370  DYNAMIC HT  -          61.673 (meters)     202.34  (feet)  COMP
 BT0370  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BT0370
 BT0370  VERT ORDER  -  SECOND    CLASS 0
 BT0370
 BT0370.The horizontal coordinates were scaled from a topographic map and have
 BT0370.an estimated accuracy of +/- 6 seconds.
 BT0370
 BT0370.The orthometric height was determined by differential leveling
 BT0370.and adjusted by the National Geodetic Survey in June 1991..
 BT0370
 BT0370.The geoid height was determined by GEOID03.
 BT0370
 BT0370.The dynamic height is computed by dividing the NAVD 88
 BT0370.geopotential number by the normal gravity value computed on the
 BT0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0370.degrees latitude (g = 980.6199 gals.).
 BT0370
 BT0370.The modeled gravity was interpolated from observed gravity values.
 BT0370
 BT0370;                    North         East    Units  Estimated Accuracy
 BT0370;SPC GA W     -   164,580.      666,910.      MT  (+/- 180 meters Scaled)
 BT0370
 BT0370                          SUPERSEDED SURVEY CONTROL
 BT0370
 BT0370  NGVD 29 (??/??/92)   61.871  (m)          202.99   (f) ADJ UNCH    2 0
 BT0370
 BT0370.Superseded values are not recommended for survey control.
 BT0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0370.See file dsdata.txt to determine how the superseded data were derived.
 BT0370
 BT0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV360859(NAD 83)
 BT0370_MARKER: DD = SURVEY DISK
 BT0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0370_STAMPING: 8 B 22
 BT0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0370+STABILITY: SURFACE MOTION
 BT0370
 BT0370  HISTORY     - Date     Condition        Report By
 BT0370  HISTORY     - 1934     MONUMENTED       GAGS
 BT0370  HISTORY     - 1939     GOOD             NGS
 BT0370
 BT0370                          STATION DESCRIPTION
 BT0370
 BT0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BT0370'AT LEARY.
 BT0370'AT LEARY, CALHOUN COUNTY, ABOUT 0.1 MILE WEST ALONG THE CENTRAL
 BT0370'OF GEORGIA RAILWAY FROM THE STATION, ABOUT 516 FEET WEST OF
 BT0370'MILEPOST L 130, 6 FEET EAST OF A SWITCH AT THE WEST END OF A
 BT0370'SIDETRACK, AND 6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 BT0370'A STATE SURVEY STANDARD DISK, STAMPED 8 B 22 AND SET IN THE TOP
 BT0370'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 BT0370'NOTE-- (1939 CO. ENG. REPORT) SHOULD READ 516 FEET EAST OF
 BT0370'INSTEAD OF 516 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0371 ***********************************************************************
 BT0371  DESIGNATION -  8 B 23
 BT0371  PID         -  BT0371
 BT0371  STATE/COUNTY-  GA/CALHOUN
 BT0371  USGS QUAD   -  LEARY (1974)
 BT0371
 BT0371                         *CURRENT SURVEY CONTROL
 BT0371  ___________________________________________________________________
 BT0371* NAD 83(1986)-  31 28 54.     (N)    084 31 25.     (W)     SCALED    
 BT0371* NAVD 88     -        64.761  (meters)     212.47   (feet)  ADJUSTED  
 BT0371  ___________________________________________________________________
 BT0371  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT0371  DYNAMIC HT  -          64.682 (meters)     212.21  (feet)  COMP
 BT0371  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BT0371
 BT0371  VERT ORDER  -  SECOND    CLASS 0
 BT0371
 BT0371.The horizontal coordinates were scaled from a topographic map and have
 BT0371.an estimated accuracy of +/- 6 seconds.
 BT0371
 BT0371.The orthometric height was determined by differential leveling
 BT0371.and adjusted by the National Geodetic Survey in June 1991..
 BT0371
 BT0371.The geoid height was determined by GEOID03.
 BT0371
 BT0371.The dynamic height is computed by dividing the NAVD 88
 BT0371.geopotential number by the normal gravity value computed on the
 BT0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0371.degrees latitude (g = 980.6199 gals.).
 BT0371
 BT0371.The modeled gravity was interpolated from observed gravity values.
 BT0371
 BT0371;                    North         East    Units  Estimated Accuracy
 BT0371;SPC GA W     -   164,300.      666,090.      MT  (+/- 180 meters Scaled)
 BT0371
 BT0371                          SUPERSEDED SURVEY CONTROL
 BT0371
 BT0371  NGVD 29 (??/??/92)   64.883  (m)          212.87   (f) ADJ UNCH    2 0
 BT0371
 BT0371.Superseded values are not recommended for survey control.
 BT0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0371.See file dsdata.txt to determine how the superseded data were derived.
 BT0371
 BT0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV352856(NAD 83)
 BT0371_MARKER: DD = SURVEY DISK
 BT0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0371_STAMPING: 8 B 23
 BT0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0371+STABILITY: SURFACE MOTION
 BT0371
 BT0371  HISTORY     - Date     Condition        Report By
 BT0371  HISTORY     - 1934     MONUMENTED       GAGS
 BT0371  HISTORY     - 1937     GOOD             NGS
 BT0371
 BT0371                          STATION DESCRIPTION
 BT0371
 BT0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0371'0.6 MI W FROM LEARY.
 BT0371'ABOUT 0.6 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0371'STATION AT LEARY, CALHOUN COUNTY, 19 FEET NORTHWEST OF THE CENTER
 BT0371'OF THE CROSSING OF THE OLD LEARY-ARLINGTON ROAD, 16 FEET NORTH
 BT0371'OF THE NORTH RAIL, AND 4 FEET WEST OF A CROSSING SIGN.  A STATE
 BT0371'SURVEY STANDARD DISK, STAMPED 8 B 23 AND SET IN THE TOP OF A
 BT0371'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0372 ***********************************************************************
 BT0372  DESIGNATION -  8 B 24
 BT0372  PID         -  BT0372
 BT0372  STATE/COUNTY-  GA/CALHOUN
 BT0372  USGS QUAD   -  LEARY (1974)
 BT0372
 BT0372                         *CURRENT SURVEY CONTROL
 BT0372  ___________________________________________________________________
 BT0372* NAD 83(1986)-  31 28 22.     (N)    084 33 18.     (W)     SCALED    
 BT0372* NAVD 88     -        59.291  (meters)     194.52   (feet)  ADJUSTED  
 BT0372  ___________________________________________________________________
 BT0372  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT0372  DYNAMIC HT  -          59.218 (meters)     194.28  (feet)  COMP
 BT0372  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 BT0372
 BT0372  VERT ORDER  -  SECOND    CLASS 0
 BT0372
 BT0372.The horizontal coordinates were scaled from a topographic map and have
 BT0372.an estimated accuracy of +/- 6 seconds.
 BT0372
 BT0372.The orthometric height was determined by differential leveling
 BT0372.and adjusted by the National Geodetic Survey in June 1991..
 BT0372
 BT0372.The geoid height was determined by GEOID03.
 BT0372
 BT0372.The dynamic height is computed by dividing the NAVD 88
 BT0372.geopotential number by the normal gravity value computed on the
 BT0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0372.degrees latitude (g = 980.6199 gals.).
 BT0372
 BT0372.The modeled gravity was interpolated from observed gravity values.
 BT0372
 BT0372;                    North         East    Units  Estimated Accuracy
 BT0372;SPC GA W     -   163,330.      663,100.      MT  (+/- 180 meters Scaled)
 BT0372
 BT0372                          SUPERSEDED SURVEY CONTROL
 BT0372
 BT0372  NGVD 29 (??/??/92)   59.405  (m)          194.90   (f) ADJ UNCH    2 0
 BT0372
 BT0372.Superseded values are not recommended for survey control.
 BT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0372.See file dsdata.txt to determine how the superseded data were derived.
 BT0372
 BT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV322845(NAD 83)
 BT0372_MARKER: DD = SURVEY DISK
 BT0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0372_STAMPING: 8 B 24
 BT0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0372+STABILITY: SURFACE MOTION
 BT0372
 BT0372  HISTORY     - Date     Condition        Report By
 BT0372  HISTORY     - 1934     MONUMENTED       GAGS
 BT0372  HISTORY     - 1937     GOOD             NGS
 BT0372
 BT0372                          STATION DESCRIPTION
 BT0372
 BT0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0372'2.6 MI W FROM LEARY.
 BT0372'ABOUT 2.6 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT0372'THE STATION AT LEARY, CALHOUN COUNTY, AT THE CROSSING OF THE
 BT0372'LEARY-ARLINGTON HIGHWAY, 14 FEET NORTHWEST OF THE CENTER LINE OF
 BT0372'THE HIGHWAY, 8 FEET NORTH OF THE NORTH RAIL, 6 FEET WEST OF A
 BT0372'CROSSING SIGN, AND ABOUT 3 INCHES UNDER GROUND.  A STATE SURVEY
 BT0372'STANDARD DISK, STAMPED 8 B 24 AND SET IN THE TOP OF A CONCRETE
 BT0372'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0373 ***********************************************************************
 BT0373  DESIGNATION -  8 B 26
 BT0373  PID         -  BT0373
 BT0373  STATE/COUNTY-  GA/CALHOUN
 BT0373  USGS QUAD   -  LEARY (1974)
 BT0373
 BT0373                         *CURRENT SURVEY CONTROL
 BT0373  ___________________________________________________________________
 BT0373* NAD 83(1986)-  31 28 02.     (N)    084 34 47.     (W)     SCALED    
 BT0373* NAVD 88     -        62.036  (meters)     203.53   (feet)  ADJUSTED  
 BT0373  ___________________________________________________________________
 BT0373  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT0373  DYNAMIC HT  -          61.960 (meters)     203.28  (feet)  COMP
 BT0373  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 BT0373
 BT0373  VERT ORDER  -  SECOND    CLASS 0
 BT0373
 BT0373.The horizontal coordinates were scaled from a topographic map and have
 BT0373.an estimated accuracy of +/- 6 seconds.
 BT0373
 BT0373.The orthometric height was determined by differential leveling
 BT0373.and adjusted by the National Geodetic Survey in June 1991..
 BT0373
 BT0373.The geoid height was determined by GEOID03.
 BT0373
 BT0373.The dynamic height is computed by dividing the NAVD 88
 BT0373.geopotential number by the normal gravity value computed on the
 BT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0373.degrees latitude (g = 980.6199 gals.).
 BT0373
 BT0373.The modeled gravity was interpolated from observed gravity values.
 BT0373
 BT0373;                    North         East    Units  Estimated Accuracy
 BT0373;SPC GA W     -   162,720.      660,750.      MT  (+/- 180 meters Scaled)
 BT0373
 BT0373                          SUPERSEDED SURVEY CONTROL
 BT0373
 BT0373  NGVD 29 (??/??/92)   62.146  (m)          203.89   (f) ADJ UNCH    2 0
 BT0373
 BT0373.Superseded values are not recommended for survey control.
 BT0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0373.See file dsdata.txt to determine how the superseded data were derived.
 BT0373
 BT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV299839(NAD 83)
 BT0373_MARKER: DD = SURVEY DISK
 BT0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0373_STAMPING: 8 B 26
 BT0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0373+STABILITY: SURFACE MOTION
 BT0373
 BT0373  HISTORY     - Date     Condition        Report By
 BT0373  HISTORY     - 1934     MONUMENTED       GAGS
 BT0373  HISTORY     - 1937     GOOD             NGS
 BT0373
 BT0373                          STATION DESCRIPTION
 BT0373
 BT0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0373'1.2 MI E FROM WILLIAMSBURG.
 BT0373'ABOUT 1.2 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT0373'THE STATION AT WILLIAMSBURG, CALHOUN COUNTY, ABOUT 615 FEET EAST OF
 BT0373'MILEPOST L 126, 16 FEET NORTH OF THE NORTH RAIL, AND 2 FEET NORTH
 BT0373'OF A CUT BANK.  A STATE SURVEY STANDARD DISK, STAMPED 8 B 26
 BT0373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 BT0373'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0374 ***********************************************************************
 BT0374  DESIGNATION -  8 B 27
 BT0374  PID         -  BT0374
 BT0374  STATE/COUNTY-  GA/CALHOUN
 BT0374  USGS QUAD   -  LEARY (1974)
 BT0374
 BT0374                         *CURRENT SURVEY CONTROL
 BT0374  ___________________________________________________________________
 BT0374* NAD 83(1986)-  31 27 56.     (N)    084 35 18.     (W)     SCALED    
 BT0374* NAVD 88     -        63.002  (meters)     206.70   (feet)  ADJUSTED  
 BT0374  ___________________________________________________________________
 BT0374  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT0374  DYNAMIC HT  -          62.925 (meters)     206.45  (feet)  COMP
 BT0374  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 BT0374
 BT0374  VERT ORDER  -  SECOND    CLASS 0
 BT0374
 BT0374.The horizontal coordinates were scaled from a topographic map and have
 BT0374.an estimated accuracy of +/- 6 seconds.
 BT0374
 BT0374.The orthometric height was determined by differential leveling
 BT0374.and adjusted by the National Geodetic Survey in June 1991..
 BT0374
 BT0374.The geoid height was determined by GEOID03.
 BT0374
 BT0374.The dynamic height is computed by dividing the NAVD 88
 BT0374.geopotential number by the normal gravity value computed on the
 BT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0374.degrees latitude (g = 980.6199 gals.).
 BT0374
 BT0374.The modeled gravity was interpolated from observed gravity values.
 BT0374
 BT0374;                    North         East    Units  Estimated Accuracy
 BT0374;SPC GA W     -   162,540.      659,930.      MT  (+/- 180 meters Scaled)
 BT0374
 BT0374                          SUPERSEDED SURVEY CONTROL
 BT0374
 BT0374  NGVD 29 (??/??/92)   63.110  (m)          207.05   (f) ADJ UNCH    2 0
 BT0374
 BT0374.Superseded values are not recommended for survey control.
 BT0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0374.See file dsdata.txt to determine how the superseded data were derived.
 BT0374
 BT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV291837(NAD 83)
 BT0374_MARKER: DD = SURVEY DISK
 BT0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0374_STAMPING: 8 B 27
 BT0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0374+STABILITY: SURFACE MOTION
 BT0374
 BT0374  HISTORY     - Date     Condition        Report By
 BT0374  HISTORY     - 1934     MONUMENTED       GAGS
 BT0374  HISTORY     - 1937     GOOD             NGS
 BT0374
 BT0374                          STATION DESCRIPTION
 BT0374
 BT0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0374'0.7 MI E FROM WILLIAMSBURG.
 BT0374'ABOUT 0.7 MILE EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0374'STATION AT WILLIAMSBURG, CALHOUN COUNTY, ABOUT 2,120 FEET WEST
 BT0374'OF MILEPOST L 126, ABOUT 1,815 FEET WEST OF A SECONDARY-ROAD
 BT0374'CROSSING, AND 13 FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY
 BT0374'STANDARD DISK, STAMPED 8 B 27 AND SET IN THE TOP OF A CONCRETE
 BT0374'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0375 ***********************************************************************
 BT0375  DESIGNATION -  8 B 28
 BT0375  PID         -  BT0375
 BT0375  STATE/COUNTY-  GA/CALHOUN
 BT0375  USGS QUAD   -  LEARY (1974)
 BT0375
 BT0375                         *CURRENT SURVEY CONTROL
 BT0375  ___________________________________________________________________
 BT0375* NAD 83(1986)-  31 27 36.     (N)    084 36 58.     (W)     SCALED    
 BT0375* NAVD 88     -        65.782  (meters)     215.82   (feet)  ADJUSTED  
 BT0375  ___________________________________________________________________
 BT0375  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT0375  DYNAMIC HT  -          65.702 (meters)     215.56  (feet)  COMP
 BT0375  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BT0375
 BT0375  VERT ORDER  -  SECOND    CLASS 0
 BT0375
 BT0375.The horizontal coordinates were scaled from a topographic map and have
 BT0375.an estimated accuracy of +/- 6 seconds.
 BT0375
 BT0375.The orthometric height was determined by differential leveling
 BT0375.and adjusted by the National Geodetic Survey in June 1991..
 BT0375
 BT0375.The geoid height was determined by GEOID03.
 BT0375
 BT0375.The dynamic height is computed by dividing the NAVD 88
 BT0375.geopotential number by the normal gravity value computed on the
 BT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0375.degrees latitude (g = 980.6199 gals.).
 BT0375
 BT0375.The modeled gravity was interpolated from observed gravity values.
 BT0375
 BT0375;                    North         East    Units  Estimated Accuracy
 BT0375;SPC GA W     -   161,930.      657,290.      MT  (+/- 180 meters Scaled)
 BT0375
 BT0375                          SUPERSEDED SURVEY CONTROL
 BT0375
 BT0375  NGVD 29 (??/??/92)   65.884  (m)          216.15   (f) ADJ UNCH    2 0
 BT0375
 BT0375.Superseded values are not recommended for survey control.
 BT0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0375.See file dsdata.txt to determine how the superseded data were derived.
 BT0375
 BT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV265830(NAD 83)
 BT0375_MARKER: DD = SURVEY DISK
 BT0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0375_STAMPING: 8 B 28
 BT0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0375+STABILITY: SURFACE MOTION
 BT0375
 BT0375  HISTORY     - Date     Condition        Report By
 BT0375  HISTORY     - 1934     MONUMENTED       GAGS
 BT0375  HISTORY     - 1937     GOOD             NGS
 BT0375
 BT0375                          STATION DESCRIPTION
 BT0375
 BT0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0375'1 MI SW FROM WILLIAMSBURG.
 BT0375'ABOUT 1 MILE SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT0375'THE STATION AT WILLIAMSBURG, CALHOUN COUNTY, ABOUT 395 FEET WEST
 BT0375'OF MILEPOST L 124, AND 14 FEET NORTH OF THE NORTH RAIL.  A STATE
 BT0375'SURVEY STANDARD DISK, STAMPED 8 B 28 AND SET IN THE TOP OF A
 BT0375'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0376 ***********************************************************************
 BT0376  DESIGNATION -  8 B 29
 BT0376  PID         -  BT0376
 BT0376  STATE/COUNTY-  GA/CALHOUN
 BT0376  USGS QUAD   -  LEARY (1974)
 BT0376
 BT0376                         *CURRENT SURVEY CONTROL
 BT0376  ___________________________________________________________________
 BT0376* NAD 83(1986)-  31 27 30.     (N)    084 37 24.     (W)     SCALED    
 BT0376* NAVD 88     -        67.361  (meters)     221.00   (feet)  ADJUSTED  
 BT0376  ___________________________________________________________________
 BT0376  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BT0376  DYNAMIC HT  -          67.279 (meters)     220.73  (feet)  COMP
 BT0376  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 BT0376
 BT0376  VERT ORDER  -  SECOND    CLASS 0
 BT0376
 BT0376.The horizontal coordinates were scaled from a topographic map and have
 BT0376.an estimated accuracy of +/- 6 seconds.
 BT0376
 BT0376.The orthometric height was determined by differential leveling
 BT0376.and adjusted by the National Geodetic Survey in June 1991..
 BT0376
 BT0376.The geoid height was determined by GEOID03.
 BT0376
 BT0376.The dynamic height is computed by dividing the NAVD 88
 BT0376.geopotential number by the normal gravity value computed on the
 BT0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0376.degrees latitude (g = 980.6199 gals.).
 BT0376
 BT0376.The modeled gravity was interpolated from observed gravity values.
 BT0376
 BT0376;                    North         East    Units  Estimated Accuracy
 BT0376;SPC GA W     -   161,750.      656,600.      MT  (+/- 180 meters Scaled)
 BT0376
 BT0376                          SUPERSEDED SURVEY CONTROL
 BT0376
 BT0376  NGVD 29 (??/??/92)   67.464  (m)          221.34   (f) ADJ UNCH    2 0
 BT0376
 BT0376.Superseded values are not recommended for survey control.
 BT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0376.See file dsdata.txt to determine how the superseded data were derived.
 BT0376
 BT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV258828(NAD 83)
 BT0376_MARKER: DD = SURVEY DISK
 BT0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0376_STAMPING: 8 B 29
 BT0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0376+STABILITY: SURFACE MOTION
 BT0376
 BT0376  HISTORY     - Date     Condition        Report By
 BT0376  HISTORY     - 1934     MONUMENTED       GAGS
 BT0376  HISTORY     - 1937     GOOD             NGS
 BT0376
 BT0376                          STATION DESCRIPTION
 BT0376
 BT0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0376'1.5 MI SW FROM WILLIAMSBURG.
 BT0376'ABOUT 1.5 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 BT0376'FROM THE STATION AT WILLIAMSBURG, CALHOUN COUNTY, ABOUT 2,780
 BT0376'FEET WEST OF MILEPOST L 124, ABOUT 1,908 FEET EAST OF A SECONDARY-
 BT0376'ROAD CROSSING, ABOUT 15 YARDS NORTH OF THE CENTER LINE OF THE
 BT0376'HIGHWAY PARALLELING THE TRACK, AND 18 FEET SOUTH OF THE SOUTH
 BT0376'RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 8 B 29 AND SET IN
 BT0376'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0377 ***********************************************************************
 BT0377  DESIGNATION -  8 B 30
 BT0377  PID         -  BT0377
 BT0377  STATE/COUNTY-  GA/CALHOUN
 BT0377  USGS QUAD   -  ARLINGTON (1974)
 BT0377
 BT0377                         *CURRENT SURVEY CONTROL
 BT0377  ___________________________________________________________________
 BT0377* NAD 83(1986)-  31 27 00.     (N)    084 40 01.     (W)     SCALED    
 BT0377* NAVD 88     -        81.066  (meters)     265.96   (feet)  ADJUSTED  
 BT0377  ___________________________________________________________________
 BT0377  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT0377  DYNAMIC HT  -          80.967 (meters)     265.64  (feet)  COMP
 BT0377  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 BT0377
 BT0377  VERT ORDER  -  SECOND    CLASS 0
 BT0377
 BT0377.The horizontal coordinates were scaled from a topographic map and have
 BT0377.an estimated accuracy of +/- 6 seconds.
 BT0377
 BT0377.The orthometric height was determined by differential leveling
 BT0377.and adjusted by the National Geodetic Survey in June 1991..
 BT0377
 BT0377.The geoid height was determined by GEOID03.
 BT0377
 BT0377.The dynamic height is computed by dividing the NAVD 88
 BT0377.geopotential number by the normal gravity value computed on the
 BT0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0377.degrees latitude (g = 980.6199 gals.).
 BT0377
 BT0377.The modeled gravity was interpolated from observed gravity values.
 BT0377
 BT0377;                    North         East    Units  Estimated Accuracy
 BT0377;SPC GA W     -   160,850.      652,450.      MT  (+/- 180 meters Scaled)
 BT0377
 BT0377                          SUPERSEDED SURVEY CONTROL
 BT0377
 BT0377  NGVD 29 (??/??/92)   81.158  (m)          266.27   (f) ADJ UNCH    2 0
 BT0377
 BT0377.Superseded values are not recommended for survey control.
 BT0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0377.See file dsdata.txt to determine how the superseded data were derived.
 BT0377
 BT0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV217818(NAD 83)
 BT0377_MARKER: DD = SURVEY DISK
 BT0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0377_STAMPING: 8 B 30
 BT0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0377+STABILITY: SURFACE MOTION
 BT0377
 BT0377  HISTORY     - Date     Condition        Report By
 BT0377  HISTORY     - 1934     MONUMENTED       GAGS
 BT0377  HISTORY     - 1937     GOOD             NGS
 BT0377
 BT0377                          STATION DESCRIPTION
 BT0377
 BT0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0377'3.6 MI NE FROM ARLINGTON.
 BT0377'ABOUT 3.6 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 BT0377'FROM THE STATION AT ARLINGTON, CALHOUN COUNTY, AT COMMISSARY HILL,
 BT0377'ABOUT 129 FEET WEST OF MILEPOST L 121, 65 FEET SOUTHEAST OF THE
 BT0377'CENTER OF THE CROSSING OF THE LEARY-ARLINGTON HIGHWAY, AND 16
 BT0377'FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK,
 BT0377'STAMPED 8 B 30 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0377'ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0364 ***********************************************************************
 BT0364  DESIGNATION -  8 B 33
 BT0364  PID         -  BT0364
 BT0364  STATE/COUNTY-  GA/CALHOUN
 BT0364  USGS QUAD   -  ARLINGTON (1974)
 BT0364
 BT0364                         *CURRENT SURVEY CONTROL
 BT0364  ___________________________________________________________________
 BT0364* NAD 83(1986)-  31 26 18.     (N)    084 43 32.     (W)     SCALED    
 BT0364* NAVD 88     -        89.378  (meters)     293.23   (feet)  ADJUSTED  
 BT0364  ___________________________________________________________________
 BT0364  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0364  DYNAMIC HT  -          89.269 (meters)     292.88  (feet)  COMP
 BT0364  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BT0364  OBS GRAVITY -     979,415.1   (mgal)                       GRAV_OBS
 BT0364
 BT0364  VERT ORDER  -  FIRST     CLASS I
 BT0364
 BT0364.The horizontal coordinates were scaled from a topographic map and have
 BT0364.an estimated accuracy of +/- 6 seconds.
 BT0364
 BT0364.The orthometric height was determined by differential leveling
 BT0364.and adjusted by the National Geodetic Survey in June 1991..
 BT0364
 BT0364.The geoid height was determined by GEOID03.
 BT0364
 BT0364.The dynamic height is computed by dividing the NAVD 88
 BT0364.geopotential number by the normal gravity value computed on the
 BT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0364.degrees latitude (g = 980.6199 gals.).
 BT0364
 BT0364.The modeled gravity was interpolated from observed gravity values.
 BT0364.The observed gravity was obtained from relative gravimeter ties
 BT0364.to the IGSN71 gravity network.
 BT0364
 BT0364;                    North         East    Units  Estimated Accuracy
 BT0364;SPC GA W     -   159,580.      646,870.      MT  (+/- 180 meters Scaled)
 BT0364
 BT0364                          SUPERSEDED SURVEY CONTROL
 BT0364
 BT0364  NGVD 29 (??/??/92)   89.448  (m)          293.46   (f) ADJ UNCH    1 1
 BT0364
 BT0364.Superseded values are not recommended for survey control.
 BT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0364.See file dsdata.txt to determine how the superseded data were derived.
 BT0364
 BT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV161804(NAD 83)
 BT0364_MARKER: DD = SURVEY DISK
 BT0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0364_SP_SET: CONCRETE LANDING
 BT0364_STAMPING: 8 B 33
 BT0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0364
 BT0364  HISTORY     - Date     Condition        Report By
 BT0364  HISTORY     - UNK      MONUMENTED       GAGS
 BT0364  HISTORY     - 1958     GOOD             NGS
 BT0364  HISTORY     - 1973     GOOD             NGS
 BT0364
 BT0364                          STATION DESCRIPTION
 BT0364
 BT0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0364'AT ARLINGTON.
 BT0364'AT THE CENTRAL OF GEORGIA RAILWAY STATION AT ARLINGTON, SET IN
 BT0364'THE TOP OF THE WEST END OF THE CONCRETE PLATFORM, 21 FEET NORTH
 BT0364'OF THE NORTH RAIL OF THE MAIN TRACK, 80 FEET WEST OF THE SOUTHWEST
 BT0364'CORNER OF THE STATION, 2 FEET EAST OF THE WEST END OF THE
 BT0364'PLATFORM, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 BT0364
 BT0364                          STATION RECOVERY (1973)
 BT0364
 BT0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0247 ***********************************************************************
 BT0247  DESIGNATION -  8 B 6
 BT0247  PID         -  BT0247
 BT0247  STATE/COUNTY-  GA/DOUGHERTY
 BT0247  USGS QUAD   -  ALBANY WEST (1988)
 BT0247
 BT0247                         *CURRENT SURVEY CONTROL
 BT0247  ___________________________________________________________________
 BT0247* NAD 83(1986)-  31 34 55.     (N)    084 10 00.     (W)     SCALED    
 BT0247* NAVD 88     -        59.130  (meters)     194.00   (feet)  ADJUSTED  
 BT0247  ___________________________________________________________________
 BT0247  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0247  DYNAMIC HT  -          59.059 (meters)     193.76  (feet)  COMP
 BT0247  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 BT0247
 BT0247  VERT ORDER  -  SECOND    CLASS 0
 BT0247
 BT0247.The horizontal coordinates were scaled from a topographic map and have
 BT0247.an estimated accuracy of +/- 6 seconds.
 BT0247
 BT0247.The orthometric height was determined by differential leveling
 BT0247.and adjusted by the National Geodetic Survey in June 1991..
 BT0247
 BT0247.The geoid height was determined by GEOID03.
 BT0247
 BT0247.The dynamic height is computed by dividing the NAVD 88
 BT0247.geopotential number by the normal gravity value computed on the
 BT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0247.degrees latitude (g = 980.6199 gals.).
 BT0247
 BT0247.The modeled gravity was interpolated from observed gravity values.
 BT0247
 BT0247;                    North         East    Units  Estimated Accuracy
 BT0247;SPC GA W     -   175,370.      700,000.      MT  (+/- 180 meters Scaled)
 BT0247
 BT0247                          SUPERSEDED SURVEY CONTROL
 BT0247
 BT0247  NGVD 29 (??/??/92)   59.306  (m)          194.57   (f) ADJ UNCH    2 0
 BT0247
 BT0247.Superseded values are not recommended for survey control.
 BT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0247.See file dsdata.txt to determine how the superseded data were derived.
 BT0247
 BT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV688975(NAD 83)
 BT0247_MARKER: DD = SURVEY DISK
 BT0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0247_STAMPING: 8 B 6
 BT0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0247+STABILITY: SURFACE MOTION
 BT0247
 BT0247  HISTORY     - Date     Condition        Report By
 BT0247  HISTORY     - UNK      MONUMENTED       GAGS
 BT0247  HISTORY     - 1937     GOOD             NGS
 BT0247  HISTORY     - 1972     MARK NOT FOUND   NGS
 BT0247  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BT0247  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BT0247  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BT0247
 BT0247                          STATION DESCRIPTION
 BT0247
 BT0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BT0247'AT ALBANY.
 BT0247'AT ALBANY, DOUGHERTY COUNTY, ON THE CENTRAL OF GEORGIA RAILWAY,
 BT0247'ABOUT 510 FEET WEST OF THE NORTH DAVIS STREET CROSSING, ABOUT
 BT0247'45 FEET EAST OF THE POINT OF CURVATURE OF THE FIRST CURVE WEST
 BT0247'OF STATION, AND 11 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY
 BT0247'STANDARD DISK, STAMPED 8 B 6 AND SET IN THE TOP OF A CONCRETE POST.
 BT0247
 BT0247                          STATION RECOVERY (1972)
 BT0247
 BT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BT0247'MARK NOT FOUND.
 BT0247
 BT0247                          STATION RECOVERY (1988)
 BT0247
 BT0247'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0247'MARK NOT FOUND.
 BT0247
 BT0247                          STATION RECOVERY (1989)
 BT0247
 BT0247'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0247'MARK NOT FOUND.
 BT0247
 BT0247                          STATION RECOVERY (1990)
 BT0247
 BT0247'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0908 ***********************************************************************
 BT0908  DESIGNATION -  8 B 62
 BT0908  PID         -  BT0908
 BT0908  STATE/COUNTY-  GA/EARLY
 BT0908  USGS QUAD   -  SAFFOLD (1981)
 BT0908
 BT0908                         *CURRENT SURVEY CONTROL
 BT0908  ___________________________________________________________________
 BT0908* NAD 83(1986)-  31 06 58.     (N)    085 02 15.     (W)     SCALED    
 BT0908* NAVD 88     -        34.636  (meters)     113.63   (feet)  ADJUSTED  
 BT0908  ___________________________________________________________________
 BT0908  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BT0908  DYNAMIC HT  -          34.593 (meters)     113.49  (feet)  COMP
 BT0908  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 BT0908
 BT0908  VERT ORDER  -  SECOND    CLASS 0
 BT0908
 BT0908.The horizontal coordinates were scaled from a topographic map and have
 BT0908.an estimated accuracy of +/- 6 seconds.
 BT0908
 BT0908.The orthometric height was determined by differential leveling
 BT0908.and adjusted by the National Geodetic Survey in June 1991..
 BT0908.WARNING-Repeat measurements at this control monument indicate possible
 BT0908.vertical movement.
 BT0908
 BT0908.The geoid height was determined by GEOID03.
 BT0908
 BT0908.The dynamic height is computed by dividing the NAVD 88
 BT0908.geopotential number by the normal gravity value computed on the
 BT0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0908.degrees latitude (g = 980.6199 gals.).
 BT0908
 BT0908.The modeled gravity was interpolated from observed gravity values.
 BT0908
 BT0908;                    North         East    Units  Estimated Accuracy
 BT0908;SPC GA W     -   124,050.      616,940.      MT  (+/- 180 meters Scaled)
 BT0908
 BT0908                          SUPERSEDED SURVEY CONTROL
 BT0908
 BT0908  NGVD 29 (??/??/92)   34.757  (m)          114.03   (f) ADJ UNCH    2 0
 BT0908
 BT0908.Superseded values are not recommended for survey control.
 BT0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0908.See file dsdata.txt to determine how the superseded data were derived.
 BT0908
 BT0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV871441(NAD 83)
 BT0908_MARKER: DD = SURVEY DISK
 BT0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0908_STAMPING: 8 B 62
 BT0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0908+STABILITY: SURFACE MOTION
 BT0908
 BT0908  HISTORY     - Date     Condition        Report By
 BT0908  HISTORY     - UNK      MONUMENTED       GAGS
 BT0908  HISTORY     - 1953     GOOD             NGS
 BT0908  HISTORY     - 20010515 MARK NOT FOUND   GADT
 BT0908
 BT0908                          STATION DESCRIPTION
 BT0908
 BT0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0908'AT SAFFOLD.
 BT0908'ALONG THE ATLANTIC COAST LINE RAILROAD, AT SAFFOLD, 72 YARDS
 BT0908'NORTHWEST OF THE CENTER OF A BLACK TOP ROAD CROSSING, 109 YARDS
 BT0908'NORTHWEST OF MILE POST N 759, 20 1/2 FEET NORTHEAST OF THE
 BT0908'NORTHEAST RAIL, 61 FEET SOUTHEAST OF THE STATION SIGN, 3 FEET
 BT0908'WEST OF THE WEST CORNER OF A 4 X 15 FOOT CONCRETE CATCH BASIN,
 BT0908'15 FEET WEST OF BENCH MARK L 203, 1 FOOT NORTHWEST OF A WHITE
 BT0908'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND IN THE TOP OF A
 BT0908'CONCRETE POST 1 INCH UNDER THE GROUND.  NOTE-- THIS MARK APPEARS
 BT0908'TO HAVE BEEN RESET, POSSIBLY WHEN THE CATCH BASIN WAS BUILT.
 BT0908
 BT0908                          STATION RECOVERY (2001)
 BT0908
 BT0908'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 BT0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0258 ***********************************************************************
 BT0258  DESIGNATION -  8 B 7
 BT0258  PID         -  BT0258
 BT0258  STATE/COUNTY-  GA/DOUGHERTY
 BT0258  USGS QUAD   -  ALBANY WEST (1988)
 BT0258
 BT0258                         *CURRENT SURVEY CONTROL
 BT0258  ___________________________________________________________________
 BT0258* NAD 83(1986)-  31 34 32.     (N)    084 11 23.     (W)     SCALED    
 BT0258* NAVD 88     -        63.643  (meters)     208.80   (feet)  ADJUSTED  
 BT0258  ___________________________________________________________________
 BT0258  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT0258  DYNAMIC HT  -          63.566 (meters)     208.55  (feet)  COMP
 BT0258  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BT0258
 BT0258  VERT ORDER  -  SECOND    CLASS 0
 BT0258
 BT0258.The horizontal coordinates were scaled from a topographic map and have
 BT0258.an estimated accuracy of +/- 6 seconds.
 BT0258
 BT0258.The orthometric height was determined by differential leveling
 BT0258.and adjusted by the National Geodetic Survey in June 1991..
 BT0258
 BT0258.The geoid height was determined by GEOID03.
 BT0258
 BT0258.The dynamic height is computed by dividing the NAVD 88
 BT0258.geopotential number by the normal gravity value computed on the
 BT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0258.degrees latitude (g = 980.6199 gals.).
 BT0258
 BT0258.The modeled gravity was interpolated from observed gravity values.
 BT0258
 BT0258;                    North         East    Units  Estimated Accuracy
 BT0258;SPC GA W     -   174,660.      697,810.      MT  (+/- 180 meters Scaled)
 BT0258
 BT0258                          SUPERSEDED SURVEY CONTROL
 BT0258
 BT0258  NGVD 29 (??/??/92)   63.826  (m)          209.40   (f) ADJ UNCH    2 0
 BT0258
 BT0258.Superseded values are not recommended for survey control.
 BT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0258.See file dsdata.txt to determine how the superseded data were derived.
 BT0258
 BT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV667968(NAD 83)
 BT0258_MARKER: DB = BENCH MARK DISK
 BT0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0258_STAMPING: NO 8 B 7
 BT0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0258+STABILITY: SURFACE MOTION
 BT0258
 BT0258  HISTORY     - Date     Condition        Report By
 BT0258  HISTORY     - 1934     MONUMENTED       CGS
 BT0258  HISTORY     - 1944     GOOD             NGS
 BT0258
 BT0258                          STATION DESCRIPTION
 BT0258
 BT0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0258'2.8 MI W FROM ALBANY.
 BT0258'NO. 8 B 7 IS LOCATED 2.8 MILES WEST OF THE DEPOT AT ALBANY,
 BT0258'APPROXIMATELY 0.2 OF MILE EAST OF MILE POST 150, 18.3 FT. SOUTH
 BT0258'OF SOUTH RAIL OF TRACK.  BRONZE TABLET SET IN TOP OF A CONCRETE
 BT0258'POST 2 INCHES HIGH.
 BT0258
 BT0258                          STATION RECOVERY (1944)
 BT0258
 BT0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BT0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0421 ***********************************************************************
 BT0421  DESIGNATION -  8 B 70
 BT0421  PID         -  BT0421
 BT0421  STATE/COUNTY-  GA/SEMINOLE
 BT0421  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT0421
 BT0421                         *CURRENT SURVEY CONTROL
 BT0421  ___________________________________________________________________
 BT0421* NAD 83(1986)-  31 00 55.     (N)    084 49 02.     (W)     SCALED    
 BT0421* NAVD 88     -        42.827  (meters)     140.51   (feet)  ADJUSTED  
 BT0421  ___________________________________________________________________
 BT0421  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BT0421  DYNAMIC HT  -          42.773 (meters)     140.33  (feet)  COMP
 BT0421  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BT0421
 BT0421  VERT ORDER  -  SECOND    CLASS 0
 BT0421
 BT0421.The horizontal coordinates were scaled from a topographic map and have
 BT0421.an estimated accuracy of +/- 6 seconds.
 BT0421
 BT0421.The orthometric height was determined by differential leveling
 BT0421.and adjusted by the National Geodetic Survey in June 1991..
 BT0421
 BT0421.The geoid height was determined by GEOID03.
 BT0421
 BT0421.The dynamic height is computed by dividing the NAVD 88
 BT0421.geopotential number by the normal gravity value computed on the
 BT0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0421.degrees latitude (g = 980.6199 gals.).
 BT0421
 BT0421.The modeled gravity was interpolated from observed gravity values.
 BT0421
 BT0421;                    North         East    Units  Estimated Accuracy
 BT0421;SPC GA W     -   112,730.      637,890.      MT  (+/- 180 meters Scaled)
 BT0421
 BT0421                          SUPERSEDED SURVEY CONTROL
 BT0421
 BT0421  NGVD 29 (??/??/92)   42.945  (m)          140.90   (f) ADJ UNCH    2 0
 BT0421
 BT0421.Superseded values are not recommended for survey control.
 BT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0421.See file dsdata.txt to determine how the superseded data were derived.
 BT0421
 BT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV083333(NAD 83)
 BT0421_MARKER: DD = SURVEY DISK
 BT0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0421_STAMPING: 8 B 70
 BT0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0421+STABILITY: SURFACE MOTION
 BT0421
 BT0421  HISTORY     - Date     Condition        Report By
 BT0421  HISTORY     - UNK      MONUMENTED       GAGS
 BT0421  HISTORY     - 1952     GOOD             NGS
 BT0421
 BT0421                          STATION DESCRIPTION
 BT0421
 BT0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0421'AT IRON CITY.
 BT0421'AT IRON CITY, SEMINOLE COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 BT0421'0.2 MILE NORTHWEST OF THE STATION, AT A SAND-STREET CROSSING, 31.5
 BT0421'FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A SECTION TOOLHOUSE,
 BT0421'164.8 FEET SOUTHEAST OF BENCH MARK S 107 DESCRIBED BELOW, 7 FEET
 BT0421'NORTHWEST OF THE CENTERLINE OF THE STREET, 6 FEET NORTHEAST OF THE
 BT0421'NORTHEAST RAIL OF THE MAIN TRACK, ABOUT 1 FOOT LOWER THAN THE
 BT0421'TRACK, AND ABOUT 6 INCHES UNDER GROUND.  A STATE SURVEY STANDARD
 BT0421'DISK, STAMPED 8 B 70 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0585 ***********************************************************************
 BR0585  DESIGNATION -  8 CH 3
 BR0585  PID         -  BR0585
 BR0585  STATE/COUNTY-  GA/CHATHAM
 BR0585  USGS QUAD   -  ISLE OF HOPE (1988)
 BR0585
 BR0585                         *CURRENT SURVEY CONTROL
 BR0585  ___________________________________________________________________
 BR0585* NAD 83(1986)-  31 57 21.     (N)    081 06 04.     (W)     SCALED    
 BR0585* NAVD 88     -         5.066  (meters)      16.62   (feet)  ADJUSTED  
 BR0585  ___________________________________________________________________
 BR0585  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 BR0585  DYNAMIC HT  -           5.060 (meters)      16.60  (feet)  COMP
 BR0585  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 BR0585
 BR0585  VERT ORDER  -  SECOND    CLASS 0
 BR0585
 BR0585.The horizontal coordinates were scaled from a topographic map and have
 BR0585.an estimated accuracy of +/- 6 seconds.
 BR0585
 BR0585.The orthometric height was determined by differential leveling
 BR0585.and adjusted by the National Geodetic Survey in June 1991..
 BR0585
 BR0585.The geoid height was determined by GEOID03.
 BR0585
 BR0585.The dynamic height is computed by dividing the NAVD 88
 BR0585.geopotential number by the normal gravity value computed on the
 BR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0585.degrees latitude (g = 980.6199 gals.).
 BR0585
 BR0585.The modeled gravity was interpolated from observed gravity values.
 BR0585
 BR0585;                    North         East    Units  Estimated Accuracy
 BR0585;SPC GA E     -   217,320.      300,730.      MT  (+/- 180 meters Scaled)
 BR0585
 BR0585                          SUPERSEDED SURVEY CONTROL
 BR0585
 BR0585  NGVD 29 (03/21/89)    5.345  (m)           17.54   (f) ADJUSTED    2 0
 BR0585
 BR0585.Superseded values are not recommended for survey control.
 BR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0585.See file dsdata.txt to determine how the superseded data were derived.
 BR0585
 BR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR904355(NAD 83)
 BR0585_MARKER: DD = SURVEY DISK
 BR0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0585_STAMPING: 8 CH 3
 BR0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0585+STABILITY: SURFACE MOTION
 BR0585
 BR0585  HISTORY     - Date     Condition        Report By
 BR0585  HISTORY     - UNK      MONUMENTED       GAGS
 BR0585  HISTORY     - 1962     GOOD             NGS
 BR0585  HISTORY     - 1989     GOOD             USPSQD
 BR0585
 BR0585                          STATION DESCRIPTION
 BR0585
 BR0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BR0585'1 MI NE FROM BURNSIDE.
 BR0585'0.95 MILE NORTHEAST ON FERGUSON AVENUE FROM THE MONTGOMERY
 BR0585'PRESBYTERIAN CHURCH IN BURNSIDE.  30 FEET NORTHWEST OF THE
 BR0585'CENTER LINE OF FERGUSON AVENUE, 18 FEET SOUTHWEST OF THE
 BR0585'CENTER LINE OF A TRAIL LEADING NORTHWEST AND ABOUT LEVEL
 BR0585'WITH THE SURFACE OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 BR0585'POST AT THE JUNCTION OF FERGUSON AVENUE AND LEHIGH AVENUE.
 BR0585'IT IS IN LINE WITH THE PROLONGED CENTER LINE OF LEHIGH
 BR0585'AVENUE AND PROJECTING 2 INCHES.
 BR0585
 BR0585                          STATION RECOVERY (1989)
 BR0585
 BR0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 BR0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0031 ***********************************************************************
 CM0031  DESIGNATION -  8 E 25
 CM0031  PID         -  CM0031
 CM0031  STATE/COUNTY-  GA/TAYLOR
 CM0031  USGS QUAD   -  BUTLER EAST (1971)
 CM0031
 CM0031                         *CURRENT SURVEY CONTROL
 CM0031  ___________________________________________________________________
 CM0031* NAD 83(1986)-  32 33 33.     (N)    084 14 21.     (W)     SCALED    
 CM0031* NAVD 88     -       192.649  (meters)     632.05   (feet)  ADJUSTED  
 CM0031  ___________________________________________________________________
 CM0031  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM0031  DYNAMIC HT  -         192.434 (meters)     631.34  (feet)  COMP
 CM0031  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CM0031
 CM0031  VERT ORDER  -  FIRST     CLASS II
 CM0031
 CM0031.The horizontal coordinates were scaled from a topographic map and have
 CM0031.an estimated accuracy of +/- 6 seconds.
 CM0031
 CM0031.The orthometric height was determined by differential leveling
 CM0031.and adjusted by the National Geodetic Survey in June 1991..
 CM0031.WARNING-Repeat measurements at this control monument indicate possible
 CM0031.vertical movement.
 CM0031
 CM0031.The geoid height was determined by GEOID03.
 CM0031
 CM0031.The dynamic height is computed by dividing the NAVD 88
 CM0031.geopotential number by the normal gravity value computed on the
 CM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0031.degrees latitude (g = 980.6199 gals.).
 CM0031
 CM0031.The modeled gravity was interpolated from observed gravity values.
 CM0031
 CM0031;                    North         East    Units  Estimated Accuracy
 CM0031;SPC GA W     -   283,720.      693,190.      MT  (+/- 180 meters Scaled)
 CM0031
 CM0031                          SUPERSEDED SURVEY CONTROL
 CM0031
 CM0031  NGVD 29 (??/??/92)  192.734  (m)          632.33   (f) ADJ UNCH    1 2
 CM0031
 CM0031.Superseded values are not recommended for survey control.
 CM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0031.See file dsdata.txt to determine how the superseded data were derived.
 CM0031
 CM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB592057(NAD 83)
 CM0031_MARKER: DD = SURVEY DISK
 CM0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0031_STAMPING: 8 E 25 632.351
 CM0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0031+STABILITY: SURFACE MOTION
 CM0031
 CM0031  HISTORY     - Date     Condition        Report By
 CM0031  HISTORY     - UNK      MONUMENTED       GAGS
 CM0031  HISTORY     - 1958     GOOD             NGS
 CM0031
 CM0031                          STATION DESCRIPTION
 CM0031
 CM0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0031'0.4 MI W FROM BUTLER.
 CM0031'ABOUT 0.35 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0031'THE STATION AT BUTLER, AT THE CROSSING OF U. S. HIGHWAY 19, 5 1/2
 CM0031'FEET NORTH OF THE NORTH RAIL, 17 FEET WEST OF THE CENTER LINE OF
 CM0031'THE HIGHWAY, 4 1/2 FEET SOUTH OF A RAILWAY STOP LIGHT, 8 FEET
 CM0031'SOUTHEAST OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE
 CM0031'TRACK, ABOUT LEVEL WITH THE TRACK, A GEORGIA GEODETIC SURVEY DISK
 CM0031'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0268 ***********************************************************************
 BR0268  DESIGNATION -  8 G 2
 BR0268  PID         -  BR0268
 BR0268  STATE/COUNTY-  GA/GLYNN
 BR0268  USGS QUAD   -  EVERETT (1993)
 BR0268
 BR0268                         *CURRENT SURVEY CONTROL
 BR0268  ___________________________________________________________________
 BR0268* NAD 83(1986)-  31 24 33.     (N)    081 37 41.     (W)     SCALED    
 BR0268* NAVD 88     -         4.671  (meters)      15.32   (feet)  ADJUSTED  
 BR0268  ___________________________________________________________________
 BR0268  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 BR0268  DYNAMIC HT  -           4.666 (meters)      15.31  (feet)  COMP
 BR0268  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 BR0268
 BR0268  VERT ORDER  -  FIRST     CLASS II
 BR0268
 BR0268.The horizontal coordinates were scaled from a topographic map and have
 BR0268.an estimated accuracy of +/- 6 seconds.
 BR0268
 BR0268.The orthometric height was determined by differential leveling
 BR0268.and adjusted by the National Geodetic Survey in June 1991..
 BR0268
 BR0268.The geoid height was determined by GEOID03.
 BR0268
 BR0268.The dynamic height is computed by dividing the NAVD 88
 BR0268.geopotential number by the normal gravity value computed on the
 BR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0268.degrees latitude (g = 980.6199 gals.).
 BR0268
 BR0268.The modeled gravity was interpolated from observed gravity values.
 BR0268
 BR0268;                    North         East    Units  Estimated Accuracy
 BR0268;SPC GA E     -   156,340.      251,210.      MT  (+/- 180 meters Scaled)
 BR0268
 BR0268                          SUPERSEDED SURVEY CONTROL
 BR0268
 BR0268  NGVD 29 (??/??/92)    4.97   (m)           16.3    (f) COMPUTED    1 2
 BR0268
 BR0268.Superseded values are not recommended for survey control.
 BR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0268.See file dsdata.txt to determine how the superseded data were derived.
 BR0268
 BR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ402751(NAD 83)
 BR0268_MARKER: DD = SURVEY DISK
 BR0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0268_STAMPING: 8 G 3
 BR0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0268+STABILITY: SURFACE MOTION
 BR0268
 BR0268  HISTORY     - Date     Condition        Report By
 BR0268  HISTORY     - UNK      MONUMENTED       GAGS
 BR0268  HISTORY     - 1956     GOOD             NGS
 BR0268  HISTORY     - 1976     POOR             USGS
 BR0268
 BR0268                          STATION DESCRIPTION
 BR0268
 BR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0268'1.4 MI NE FROM EVERETT.
 BR0268'ABOUT 1.4 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BR0268'FROM THE STATION AT EVERETT, 5 FEET SOUTHEAST OF THE SOUTHEAST
 BR0268'RAIL, 25 FEET NORTH OF THE CENTER LINE OF A CROSS ROAD, 40 FEET
 BR0268'WEST OF A POWER AND TELEPHONE POLE, 4.4 FEET SOUTH OF A BATTERY BOX,
 BR0268'A DISK IN THE TOP OF A CONCRETE POST.
 BR0268
 BR0268                          STATION RECOVERY (1976)
 BR0268
 BR0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BR0268'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1538 ***********************************************************************
 BD1538  DESIGNATION -  8 H 30 GAGS
 BD1538  PID         -  BD1538
 BD1538  STATE/COUNTY-  GA/LOWNDES
 BD1538  USGS QUAD   -  VALDOSTA (1988)
 BD1538
 BD1538                         *CURRENT SURVEY CONTROL
 BD1538  ___________________________________________________________________
 BD1538* NAD 83(1986)-  30 49 35.     (N)    083 17 17.     (W)     SCALED    
 BD1538* NAVD 88     -        63.786  (meters)     209.27   (feet)  ADJUSTED  
 BD1538  ___________________________________________________________________
 BD1538  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD1538  DYNAMIC HT  -          63.704 (meters)     209.00  (feet)  COMP
 BD1538  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 BD1538
 BD1538  VERT ORDER  -  FIRST     CLASS II
 BD1538
 BD1538.The horizontal coordinates were scaled from a topographic map and have
 BD1538.an estimated accuracy of +/- 6 seconds.
 BD1538
 BD1538.The orthometric height was determined by differential leveling
 BD1538.and adjusted by the National Geodetic Survey in June 1991..
 BD1538
 BD1538.The geoid height was determined by GEOID03.
 BD1538
 BD1538.The dynamic height is computed by dividing the NAVD 88
 BD1538.geopotential number by the normal gravity value computed on the
 BD1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1538.degrees latitude (g = 980.6199 gals.).
 BD1538
 BD1538.The modeled gravity was interpolated from observed gravity values.
 BD1538
 BD1538;                    North         East    Units  Estimated Accuracy
 BD1538;SPC GA W     -    91,930.      784,060.      MT  (+/- 180 meters Scaled)
 BD1538
 BD1538                          SUPERSEDED SURVEY CONTROL
 BD1538
 BD1538  NGVD 29 (??/??/92)   63.987  (m)          209.93   (f) ADJ UNCH    1 2
 BD1538
 BD1538.Superseded values are not recommended for survey control.
 BD1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1538.See file dsdata.txt to determine how the superseded data were derived.
 BD1538
 BD1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ811126(NAD 83)
 BD1538_MARKER: DD = SURVEY DISK
 BD1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1538_STAMPING: 8 H 30
 BD1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1538+STABILITY: SURFACE MOTION
 BD1538
 BD1538  HISTORY     - Date     Condition        Report By
 BD1538  HISTORY     - UNK      MONUMENTED       GAGS
 BD1538  HISTORY     - 1957     GOOD             NGS
 BD1538  HISTORY     - 1975     MARK NOT FOUND   GAGS
 BD1538
 BD1538                          STATION DESCRIPTION
 BD1538
 BD1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1538'0.6 MI SW FROM VALDOSTA.
 BD1538'ABOUT 0.65 MILE SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1538'FROM THE STATION AT VALDOSTA, AT THE CROSSING OF THE GEORGIA,
 BD1538'SOUTHERN AND FLORIDA RAILWAY, 4.7 FEET NORTHWEST OF THE NORTHWEST
 BD1538'RAIL OF THE ATLANTIC COAST LINE RAILROAD, 5 1/2 FEET SOUTHWEST
 BD1538'OF THE SOUTHWEST RAIL OF THE GULF, SOUTHERN AND FLORIDA RAILWAY,
 BD1538'13 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE TRACKS,
 BD1538'1 FOOT BELOW THE LEVEL OF THE TRACKS AND SET IN THE TOP OF A
 BD1538'CONCRETE POST PROJECTING 1 INCH.
 BD1538
 BD1538                          STATION RECOVERY (1975)
 BD1538
 BD1538'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1975
 BD1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0295 ***********************************************************************
 BR0295  DESIGNATION -  80
 BR0295  PID         -  BR0295
 BR0295  STATE/COUNTY-  GA/WAYNE
 BR0295  USGS QUAD   -  EVERETT (1993)
 BR0295
 BR0295                         *CURRENT SURVEY CONTROL
 BR0295  ___________________________________________________________________
 BR0295* NAD 83(1986)-  31 28 59.     (N)    081 44 04.     (W)     SCALED    
 BR0295* NAVD 88     -        24.115  (meters)      79.12   (feet)  ADJUSTED  
 BR0295  ___________________________________________________________________
 BR0295  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 BR0295  DYNAMIC HT  -          24.086 (meters)      79.02  (feet)  COMP
 BR0295  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BR0295
 BR0295  VERT ORDER  -  FIRST     CLASS II
 BR0295
 BR0295.The horizontal coordinates were scaled from a topographic map and have
 BR0295.an estimated accuracy of +/- 6 seconds.
 BR0295
 BR0295.The orthometric height was determined by differential leveling
 BR0295.and adjusted by the National Geodetic Survey in June 1991..
 BR0295
 BR0295.The geoid height was determined by GEOID03.
 BR0295
 BR0295.The dynamic height is computed by dividing the NAVD 88
 BR0295.geopotential number by the normal gravity value computed on the
 BR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0295.degrees latitude (g = 980.6199 gals.).
 BR0295
 BR0295.The modeled gravity was interpolated from observed gravity values.
 BR0295
 BR0295;                    North         East    Units  Estimated Accuracy
 BR0295;SPC GA E     -   164,480.      241,070.      MT  (+/- 180 meters Scaled)
 BR0295
 BR0295                          SUPERSEDED SURVEY CONTROL
 BR0295
 BR0295  NGVD 29 (??/??/92)   24.401  (m)           80.06   (f) ADJ UNCH    1 2
 BR0295
 BR0295.Superseded values are not recommended for survey control.
 BR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0295.See file dsdata.txt to determine how the superseded data were derived.
 BR0295
 BR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ302833(NAD 83)
 BR0295_MARKER: P = PIPE CAP
 BR0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0295_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0295_STAMPING: 80 1917
 BR0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0295
 BR0295  HISTORY     - Date     Condition        Report By
 BR0295  HISTORY     - 1917     MONUMENTED       USGS
 BR0295  HISTORY     - 1956     GOOD             NGS
 BR0295
 BR0295                          STATION DESCRIPTION
 BR0295
 BR0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0295'8.4 MI NW FROM EVERETT.
 BR0295'ABOUT 8.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 BR0295'STATION AT EVERETT, AT GRANGERVILLE, 27 FEET SOUTHWEST OF
 BR0295'SOUTHWEST RAIL OF MAIN TRACK, 1 FEET NORTHEAST OF CENTER LINE OF
 BR0295'U.S. HIGHWAY 25 AND 341, 50 FEET SOUTH OF CENTER OF CROSSING OF
 BR0295'MAIN TRACK AND THE SOUTHEAST ONE OF TWO ROAD CROSSING, 44 FEET
 BR0295'SOUTHEAST OF CENTER LINE OF ROAD, 17 1/2 FEET NORTHWEST OF THE
 BR0295'SECOND TELEPHONE POLE NORTHWEST OF MILE POST 400, ABOUT LEVEL
 BR0295'WITH TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0002 ***********************************************************************
 CK0002  DESIGNATION -  80 USGS
 CK0002  PID         -  CK0002
 CK0002  STATE/COUNTY-  GA/EVANS
 CK0002  USGS QUAD   -  DAISY (1976)
 CK0002
 CK0002                         *CURRENT SURVEY CONTROL
 CK0002  ___________________________________________________________________
 CK0002* NAD 83(1986)-  32 08 45.     (N)    081 47 25.     (W)     SCALED    
 CK0002* NAVD 88     -        24.492  (meters)      80.35   (feet)  ADJUSTED  
 CK0002  ___________________________________________________________________
 CK0002  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK0002  DYNAMIC HT  -          24.464 (meters)      80.26  (feet)  COMP
 CK0002  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CK0002
 CK0002  VERT ORDER  -  SECOND    CLASS 0
 CK0002
 CK0002.The horizontal coordinates were scaled from a topographic map and have
 CK0002.an estimated accuracy of +/- 6 seconds.
 CK0002
 CK0002.The orthometric height was determined by differential leveling
 CK0002.and adjusted by the National Geodetic Survey in June 1991..
 CK0002
 CK0002.The geoid height was determined by GEOID03.
 CK0002
 CK0002.The dynamic height is computed by dividing the NAVD 88
 CK0002.geopotential number by the normal gravity value computed on the
 CK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0002.degrees latitude (g = 980.6199 gals.).
 CK0002
 CK0002.The modeled gravity was interpolated from observed gravity values.
 CK0002
 CK0002;                    North         East    Units  Estimated Accuracy
 CK0002;SPC GA E     -   237,950.      235,510.      MT  (+/- 180 meters Scaled)
 CK0002
 CK0002                          SUPERSEDED SURVEY CONTROL
 CK0002
 CK0002  NGVD 29 (??/??/92)   24.733  (m)           81.14   (f) ADJ UNCH    2 0
 CK0002
 CK0002.Superseded values are not recommended for survey control.
 CK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0002.See file dsdata.txt to determine how the superseded data were derived.
 CK0002
 CK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR254568(NAD 83)
 CK0002_MARKER: DD = SURVEY DISK
 CK0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0002_STAMPING: 80 1918
 CK0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0002
 CK0002  HISTORY     - Date     Condition        Report By
 CK0002  HISTORY     - 1918     MONUMENTED       USGS
 CK0002  HISTORY     - 1935     GOOD             NGS
 CK0002  HISTORY     - 1958     GOOD             AMS
 CK0002  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CK0002
 CK0002                          STATION DESCRIPTION
 CK0002
 CK0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0002'2.7 MI SE FROM DAISY.
 CK0002'ABOUT 2.7 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 CK0002'FROM THE STATION AT DAISY, EVANS COUNTY, OPPOSITE A POINT MIDWAY
 CK0002'BETWEEN POLES 3109 AND 3110, AT A ROAD CROSSING, 38 FEET SOUTH
 CK0002'OF THE CENTER LINE OF THE ROAD, AND 35 FEET SOUTHWEST OF THE
 CK0002'SOUTHWEST RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 CK0002'STAMPED 80 1918 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 CK0002'PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 CK0002
 CK0002                          STATION RECOVERY (1958)
 CK0002
 CK0002'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CK0002'RECOVERED IN GOOD CONDITION.
 CK0002
 CK0002                          STATION RECOVERY (1989)
 CK0002
 CK0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7093 ***********************************************************************
 AB7093  DESIGNATION -  800 NDS
 AB7093  PID         -  AB7093
 AB7093  STATE/COUNTY-  GA/DOUGHERTY
 AB7093  USGS QUAD   -  ALBANY WEST (1988)
 AB7093
 AB7093                         *CURRENT SURVEY CONTROL
 AB7093  ___________________________________________________________________
 AB7093* NAD 83(1986)-  31 34 37.     (N)    084 07 31.     (W)     SCALED    
 AB7093* NAVD 88     -        62.122  (meters)     203.81   (feet)  ADJUSTED  
 AB7093  ___________________________________________________________________
 AB7093  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AB7093  DYNAMIC HT  -          62.047 (meters)     203.57  (feet)  COMP
 AB7093  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 AB7093
 AB7093  VERT ORDER  -  SECOND    CLASS II
 AB7093
 AB7093.The horizontal coordinates were scaled from a topographic map and have
 AB7093.an estimated accuracy of +/- 6 seconds.
 AB7093
 AB7093.The orthometric height was determined by differential leveling
 AB7093.and adjusted by the National Geodetic Survey in November 1996..
 AB7093
 AB7093.The geoid height was determined by GEOID03.
 AB7093
 AB7093.The dynamic height is computed by dividing the NAVD 88
 AB7093.geopotential number by the normal gravity value computed on the
 AB7093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7093.degrees latitude (g = 980.6199 gals.).
 AB7093
 AB7093.The modeled gravity was interpolated from observed gravity values.
 AB7093
 AB7093;                    North         East    Units  Estimated Accuracy
 AB7093;SPC GA W     -   174,810.      703,930.      MT  (+/- 180 meters Scaled)
 AB7093
 AB7093                          SUPERSEDED SURVEY CONTROL
 AB7093
 AB7093.No superseded survey control is available for this station.
 AB7093
 AB7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV728971(NAD 83)
 AB7093_MARKER: A = ALUMINUM MARKER
 AB7093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7093_STAMPING: 800 NDS 1990
 AB7093_MARK LOGO: ALBDOU
 AB7093_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7093+STABILITY: SURFACE MOTION
 AB7093
 AB7093  HISTORY     - Date     Condition        Report By
 AB7093  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7093
 AB7093                          STATION DESCRIPTION
 AB7093
 AB7093'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7093'MARK IS ABOUT 2 MILES (3.2 KM) EAST OF DOWNTOWN ALBANY, 1.0 MI (1.6
 AB7093'KM) EAST ON BROAD STREET FROM ITS INTERSECTION WITH STATE ROUTE 133
 AB7093'(RADIUM SPRINGS ROAD OR BROADWAY ST) TO THE MARK ON THE LEFT AT
 AB7093'CHICKASHA OF GEORIGA PLANT, NUMBER 1185 EAST BROAD ST, 0.9 MILE (1.4
 AB7093'KM) EAST OF RAILROAD OVERPASS WHERE BROAD ST DIPS DOWN, JUST WEST OF
 AB7093'RR GRADE CROSSING AND OLD BLAYLOCK LANE TO NORTH, 2.6 FT (0.8 M)
 AB7093'SOUTHEAST OF EAST CORNER POST OF CHAIN LINK FENCE, 11.9 FT (3.6 M)
 AB7093'SOUTHWEST OF C/L GEORGIA SOUTHERN RAILROAD SPUR TRACKS, ABOUT 105 FT
 AB7093'(32.0 M) NORTH OF CENTERLINE OF BROAD STREET, SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7090 ***********************************************************************
 AB7090  DESIGNATION -  801 NDS
 AB7090  PID         -  AB7090
 AB7090  STATE/COUNTY-  GA/DOUGHERTY
 AB7090  USGS QUAD   -  ALBANY EAST (1988)
 AB7090
 AB7090                         *CURRENT SURVEY CONTROL
 AB7090  ___________________________________________________________________
 AB7090* NAD 83(1986)-  31 34 31.     (N)    084 05 29.     (W)     SCALED    
 AB7090* NAVD 88     -        59.581  (meters)     195.48   (feet)  ADJUSTED  
 AB7090  ___________________________________________________________________
 AB7090  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AB7090  DYNAMIC HT  -          59.510 (meters)     195.24  (feet)  COMP
 AB7090  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 AB7090
 AB7090  VERT ORDER  -  SECOND    CLASS II
 AB7090
 AB7090.The horizontal coordinates were scaled from a topographic map and have
 AB7090.an estimated accuracy of +/- 6 seconds.
 AB7090
 AB7090.The orthometric height was determined by differential leveling
 AB7090.and adjusted by the National Geodetic Survey in November 1996..
 AB7090
 AB7090.The geoid height was determined by GEOID03.
 AB7090
 AB7090.The dynamic height is computed by dividing the NAVD 88
 AB7090.geopotential number by the normal gravity value computed on the
 AB7090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7090.degrees latitude (g = 980.6199 gals.).
 AB7090
 AB7090.The modeled gravity was interpolated from observed gravity values.
 AB7090
 AB7090;                    North         East    Units  Estimated Accuracy
 AB7090;SPC GA W     -   174,630.      707,150.      MT  (+/- 180 meters Scaled)
 AB7090
 AB7090                          SUPERSEDED SURVEY CONTROL
 AB7090
 AB7090.No superseded survey control is available for this station.
 AB7090
 AB7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV760970(NAD 83)
 AB7090_MARKER: A = ALUMINUM MARKER
 AB7090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7090_STAMPING: 801 NDS 1990
 AB7090_MARK LOGO: ALBDOU
 AB7090_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7090+STABILITY: SURFACE MOTION
 AB7090
 AB7090  HISTORY     - Date     Condition        Report By
 AB7090  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7090
 AB7090                          STATION DESCRIPTION
 AB7090
 AB7090'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (GBS)
 AB7090'MARK LOCATED IN EAST ALBANY, DOUGHERTY COUNTY, GEORGIA.  MARK IS 0.3
 AB7090'MI (0.5 KM) EAST ON SYLVESTER ROAD FROM ITS JUNCTION WITH MOCK ROAD,
 AB7090'ON LEFT ACROSS HIGHWAY IN FRONT OF FIRST STATE BANK AND TRUST BUILDING
 AB7090'ON LAWN, 24.9 FT (7.6 M) SOUTH OF SOUTHEAST METAL SIGN POST FOR BANK,
 AB7090'4.4 FT (1.3 M) NORTH OF BACK CURB, SYLVESTER ROAD, 84.2 FT (25.7 M)
 AB7090'WEST OF C/L, EAST ENTRANCE DRIVEWAY INTO BANK LOT.  SET FLUSH WITH
 AB7090'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7091 ***********************************************************************
 AB7091  DESIGNATION -  802 NDS
 AB7091  PID         -  AB7091
 AB7091  STATE/COUNTY-  GA/DOUGHERTY
 AB7091  USGS QUAD   -  ALBANY EAST (1988)
 AB7091
 AB7091                         *CURRENT SURVEY CONTROL
 AB7091  ___________________________________________________________________
 AB7091* NAD 83(1986)-  31 34 26.     (N)    084 05 41.     (W)     SCALED    
 AB7091* NAVD 88     -        58.367  (meters)     191.49   (feet)  ADJUSTED  
 AB7091  ___________________________________________________________________
 AB7091  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AB7091  DYNAMIC HT  -          58.297 (meters)     191.26  (feet)  COMP
 AB7091  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 AB7091
 AB7091  VERT ORDER  -  SECOND    CLASS II
 AB7091
 AB7091.The horizontal coordinates were scaled from a topographic map and have
 AB7091.an estimated accuracy of +/- 6 seconds.
 AB7091
 AB7091.The orthometric height was determined by differential leveling
 AB7091.and adjusted by the National Geodetic Survey in November 1996..
 AB7091
 AB7091.The geoid height was determined by GEOID03.
 AB7091
 AB7091.The dynamic height is computed by dividing the NAVD 88
 AB7091.geopotential number by the normal gravity value computed on the
 AB7091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7091.degrees latitude (g = 980.6199 gals.).
 AB7091
 AB7091.The modeled gravity was interpolated from observed gravity values.
 AB7091
 AB7091;                    North         East    Units  Estimated Accuracy
 AB7091;SPC GA W     -   174,480.      706,830.      MT  (+/- 180 meters Scaled)
 AB7091
 AB7091                          SUPERSEDED SURVEY CONTROL
 AB7091
 AB7091.No superseded survey control is available for this station.
 AB7091
 AB7091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV757968(NAD 83)
 AB7091_MARKER: A = ALUMINUM MARKER
 AB7091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7091_STAMPING: 802 NDS 1990
 AB7091_MARK LOGO: ALBDOU
 AB7091_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7091+STABILITY: SURFACE MOTION
 AB7091
 AB7091  HISTORY     - Date     Condition        Report By
 AB7091  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7091
 AB7091                          STATION DESCRIPTION
 AB7091
 AB7091'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (GBC)
 AB7091'MARK IS LOCATED IN ALBANY, 0.1 MILE (0.2 KM) SOUTH ALONG MOCK RD FROM
 AB7091'THE JUNCTION OF OGLETHORPE BLVD (US 82 BUSINESS), ON THE RIGHT IN
 AB7091'FRONT OF MORNINGSIDE UNITED METHODIST CHURCH, 2.1 MI (3.4 KM) NORTH OF
 AB7091'FLEMING ROAD, 37.2 FT (11.3 M) WEST OF MOCK ROAD, 28.2 FT (8.6 M) SSW
 AB7091'OF POWER/LIGHT POLE, 75.5 FT (23.0 M) NORTHEAST OF DOUBLE GLASS FRONT
 AB7091'DOORS FOR CHURCH, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7094 ***********************************************************************
 AB7094  DESIGNATION -  803 NDS
 AB7094  PID         -  AB7094
 AB7094  STATE/COUNTY-  GA/DOUGHERTY
 AB7094  USGS QUAD   -  ALBANY WEST (1988)
 AB7094
 AB7094                         *CURRENT SURVEY CONTROL
 AB7094  ___________________________________________________________________
 AB7094* NAD 83(1986)-  31 34 00.     (N)    084 08 25.     (W)     SCALED    
 AB7094* NAVD 88     -        63.399  (meters)     208.00   (feet)  ADJUSTED  
 AB7094  ___________________________________________________________________
 AB7094  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AB7094  DYNAMIC HT  -          63.322 (meters)     207.75  (feet)  COMP
 AB7094  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 AB7094
 AB7094  VERT ORDER  -  SECOND    CLASS II
 AB7094
 AB7094.The horizontal coordinates were scaled from a topographic map and have
 AB7094.an estimated accuracy of +/- 6 seconds.
 AB7094
 AB7094.The orthometric height was determined by differential leveling
 AB7094.and adjusted by the National Geodetic Survey in November 1996..
 AB7094
 AB7094.The geoid height was determined by GEOID03.
 AB7094
 AB7094.The dynamic height is computed by dividing the NAVD 88
 AB7094.geopotential number by the normal gravity value computed on the
 AB7094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7094.degrees latitude (g = 980.6199 gals.).
 AB7094
 AB7094.The modeled gravity was interpolated from observed gravity values.
 AB7094
 AB7094;                    North         East    Units  Estimated Accuracy
 AB7094;SPC GA W     -   173,670.      702,510.      MT  (+/- 180 meters Scaled)
 AB7094
 AB7094                          SUPERSEDED SURVEY CONTROL
 AB7094
 AB7094.No superseded survey control is available for this station.
 AB7094
 AB7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV714959(NAD 83)
 AB7094_MARKER: A = ALUMINUM MARKER
 AB7094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7094_STAMPING: 803 NDS 1990
 AB7094_MARK LOGO: ALBDOU
 AB7094_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7094+STABILITY: SURFACE MOTION
 AB7094
 AB7094  HISTORY     - Date     Condition        Report By
 AB7094  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7094
 AB7094                          STATION DESCRIPTION
 AB7094
 AB7094'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7094'MARK IS ABOUT 1.5 MILES (2.4 KM) SSE OF DOWNTOWN ALBANY, 1.0 MI (1.6
 AB7094'KM) NORTH ALONG RADIUM SPRINGS ROAD (STATE ROUTE 133) FROM OAKRIDGE
 AB7094'ROAD, 0.6 MILE (1.0 KM) SOUTH OF EAST OGLETHOPE BLVD (US BUSINESS 82),
 AB7094'AT ALBANY STATE COLLEGE ENTRANCE, 52 FT (15.8 M) WEST OF RADIUM
 AB7094'SPRINGS ROAD, 18 FT (5.5 M) NORTH OF EXIT DRIVE, 35.4 FT (10.8 M)
 AB7094'SOUTH OF ENTRANCE DRIVE, ACROSS FROM JUNCTION OF RADIUM SPRINGS ROAD
 AB7094'AND SANDS DRIVE, SET FLUSH WITH GROUND IN PLANTED STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7125 ***********************************************************************
 AB7125  DESIGNATION -  804 NDS
 AB7125  PID         -  AB7125
 AB7125  STATE/COUNTY-  GA/DOUGHERTY
 AB7125  USGS QUAD   -  ALBANY WEST (1988)
 AB7125
 AB7125                         *CURRENT SURVEY CONTROL
 AB7125  ___________________________________________________________________
 AB7125* NAD 83(1986)-  31 33 04.     (N)    084 10 05.     (W)     SCALED    
 AB7125* NAVD 88     -        53.910  (meters)     176.87   (feet)  ADJUSTED  
 AB7125  ___________________________________________________________________
 AB7125  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB7125  DYNAMIC HT  -          53.845 (meters)     176.66  (feet)  COMP
 AB7125  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 AB7125
 AB7125  VERT ORDER  -  SECOND    CLASS II
 AB7125
 AB7125.The horizontal coordinates were scaled from a topographic map and have
 AB7125.an estimated accuracy of +/- 6 seconds.
 AB7125
 AB7125.The orthometric height was determined by differential leveling
 AB7125.and adjusted by the National Geodetic Survey in November 1996..
 AB7125
 AB7125.The geoid height was determined by GEOID03.
 AB7125
 AB7125.The dynamic height is computed by dividing the NAVD 88
 AB7125.geopotential number by the normal gravity value computed on the
 AB7125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7125.degrees latitude (g = 980.6199 gals.).
 AB7125
 AB7125.The modeled gravity was interpolated from observed gravity values.
 AB7125
 AB7125;                    North         East    Units  Estimated Accuracy
 AB7125;SPC GA W     -   171,950.      699,870.      MT  (+/- 180 meters Scaled)
 AB7125
 AB7125                          SUPERSEDED SURVEY CONTROL
 AB7125
 AB7125.No superseded survey control is available for this station.
 AB7125
 AB7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV688941(NAD 83)
 AB7125_MARKER: A = ALUMINUM MARKER
 AB7125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7125_SP_SET: HEADWALL
 AB7125_STAMPING: 804 NDS 1990
 AB7125_MARK LOGO: ALBDOU
 AB7125_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7125
 AB7125  HISTORY     - Date     Condition        Report By
 AB7125  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7125
 AB7125                          STATION DESCRIPTION
 AB7125
 AB7125'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7125'MARK IS ABOUT 2 MILES (3.2 KM) SSW OF DOWNTOWN ALBANY, 0.5 MI (0.8 KM)
 AB7125'EAST ALONG OAKRIDGE ROAD (STATE ROUTE 234) FROM SLAPPEY BLVD (US 82
 AB7125'BUSINESS), AT GAINES AVENUE ON LEFT, IN DRILL HOLE IN TOP OF SE END OF
 AB7125'EASTERLY MULTI-SECTION HEADWALL, 23 FT (7.0 M) NORTH OF BACK OF CURB,
 AB7125'HWY 234, 20.5 FT (6.2 M) NORTHEAST OF STREET LAMP POLE, 45.2 FT (13.8
 AB7125'M) WEST-SOUTHWEST OF POWERPOLE, 8 FT (2.4 M) BELOW STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7110 ***********************************************************************
 AB7110  DESIGNATION -  805 NDS
 AB7110  PID         -  AB7110
 AB7110  STATE/COUNTY-  GA/DOUGHERTY
 AB7110  USGS QUAD   -  ALBANY EAST (1988)
 AB7110
 AB7110                         *CURRENT SURVEY CONTROL
 AB7110  ___________________________________________________________________
 AB7110* NAD 83(1986)-  31 32 37.     (N)    084 05 18.     (W)     SCALED    
 AB7110* NAVD 88     -        62.270  (meters)     204.30   (feet)  ADJUSTED  
 AB7110  ___________________________________________________________________
 AB7110  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB7110  DYNAMIC HT  -          62.195 (meters)     204.05  (feet)  COMP
 AB7110  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 AB7110
 AB7110  VERT ORDER  -  SECOND    CLASS II
 AB7110
 AB7110.The horizontal coordinates were scaled from a topographic map and have
 AB7110.an estimated accuracy of +/- 6 seconds.
 AB7110
 AB7110.The orthometric height was determined by differential leveling
 AB7110.and adjusted by the National Geodetic Survey in November 1996..
 AB7110
 AB7110.The geoid height was determined by GEOID03.
 AB7110
 AB7110.The dynamic height is computed by dividing the NAVD 88
 AB7110.geopotential number by the normal gravity value computed on the
 AB7110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7110.degrees latitude (g = 980.6199 gals.).
 AB7110
 AB7110.The modeled gravity was interpolated from observed gravity values.
 AB7110
 AB7110;                    North         East    Units  Estimated Accuracy
 AB7110;SPC GA W     -   171,120.      707,440.      MT  (+/- 180 meters Scaled)
 AB7110
 AB7110                          SUPERSEDED SURVEY CONTROL
 AB7110
 AB7110.No superseded survey control is available for this station.
 AB7110
 AB7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV764935(NAD 83)
 AB7110_MARKER: A = ALUMINUM MARKER
 AB7110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7110_STAMPING: 805 NDS 1990
 AB7110_MARK LOGO: ALBDOU
 AB7110_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7110+STABILITY: SURFACE MOTION
 AB7110
 AB7110  HISTORY     - Date     Condition        Report By
 AB7110  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7110
 AB7110                          STATION DESCRIPTION
 AB7110
 AB7110'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7110'MARK IS ABOUT 5 MILES (8.0 KM) SE OF DOWNTOWN ALBANY, 2.05 MI (3.30
 AB7110'KM) WEST ALONG FLEMING ROAD FROM GAISSERT ROAD, 0.55 MILE (0.89 KM)
 AB7110'EAST ALONG FLEMING RD FROM MOCK RD, ADJOINING PECAN GROVE, 20 FT (6.1
 AB7110'M) SOUTH OF CHAIN LINK FENCE AROUND USMC LOGISTICS BASE, 55.8 FT (17.0
 AB7110'M) NORTH OF FLEMING ROAD, 33.7 FT (10.3 M) WEST OF 5-INCH MAGNOLIA
 AB7110'TREE, 0.3 FT (9.1 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7107 ***********************************************************************
 AB7107  DESIGNATION -  806 NDS
 AB7107  PID         -  AB7107
 AB7107  STATE/COUNTY-  GA/DOUGHERTY
 AB7107  USGS QUAD   -  ALBANY EAST (1988)
 AB7107
 AB7107                         *CURRENT SURVEY CONTROL
 AB7107  ___________________________________________________________________
 AB7107* NAD 83(1986)-  31 31 03.     (N)    084 01 09.     (W)     SCALED    
 AB7107* NAVD 88     -        72.004  (meters)     236.23   (feet)  ADJUSTED  
 AB7107  ___________________________________________________________________
 AB7107  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB7107  DYNAMIC HT  -          71.917 (meters)     235.95  (feet)  COMP
 AB7107  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 AB7107
 AB7107  VERT ORDER  -  SECOND    CLASS II
 AB7107
 AB7107.The horizontal coordinates were scaled from a topographic map and have
 AB7107.an estimated accuracy of +/- 6 seconds.
 AB7107
 AB7107.The orthometric height was determined by differential leveling
 AB7107.and adjusted by the National Geodetic Survey in November 1996..
 AB7107
 AB7107.The geoid height was determined by GEOID03.
 AB7107
 AB7107.The dynamic height is computed by dividing the NAVD 88
 AB7107.geopotential number by the normal gravity value computed on the
 AB7107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7107.degrees latitude (g = 980.6199 gals.).
 AB7107
 AB7107.The modeled gravity was interpolated from observed gravity values.
 AB7107
 AB7107;                    North         East    Units  Estimated Accuracy
 AB7107;SPC GA W     -   168,230.      714,010.      MT  (+/- 180 meters Scaled)
 AB7107
 AB7107                          SUPERSEDED SURVEY CONTROL
 AB7107
 AB7107.No superseded survey control is available for this station.
 AB7107
 AB7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV830908(NAD 83)
 AB7107_MARKER: A = ALUMINUM MARKER
 AB7107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7107_STAMPING: 806 NDS 1990
 AB7107_MARK LOGO: ALBDOU
 AB7107_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7107+STABILITY: SURFACE MOTION
 AB7107
 AB7107  HISTORY     - Date     Condition        Report By
 AB7107  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7107
 AB7107                          STATION DESCRIPTION
 AB7107
 AB7107'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (GBC)
 AB7107'MARK IS ABOUT 9.5 MILES (15.3 KM) ESE OF DOWNTOWN ALBANY, 1.0 MI (1.6
 AB7107'KM) NORTHWEST ON GAISSERT ROAD FROM ITS JUNCTION WITH SPRING FLATS
 AB7107'ROAD WHICH IS 2.6 MILES (4.2 KM) EAST OF STATE ROUTE 133, ON LEFT AT A
 AB7107'FARMYARD, 2.7 MILES (4.3 KM) SE ALONG GAISSERT FROM FLEMING RD AND
 AB7107'SOUTH PERIMETER OF USMC LOGISTICS BASE, 16.3 FT (5.0 M) NORTHEAST OF
 AB7107'WIRE FENCE, 24.1 FT (7.3 M) SOUTHWEST OF CENTERLINE GAISSERT ROAD,
 AB7107'45.3 FT (13.8 M) SOUTH OF CENTER RUSTED METAL FARM GATE, SET FLUSH
 AB7107'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7039 ***********************************************************************
 AB7039  DESIGNATION -  807 NDS
 AB7039  PID         -  AB7039
 AB7039  STATE/COUNTY-  GA/DOUGHERTY
 AB7039  USGS QUAD   -  ALBANY WEST (1988)
 AB7039
 AB7039                         *CURRENT SURVEY CONTROL
 AB7039  ___________________________________________________________________
 AB7039* NAD 83(1986)-  31 32 23.     (N)    084 08 11.     (W)     SCALED    
 AB7039* NAVD 88     -        53.105  (meters)     174.23   (feet)  ADJUSTED  
 AB7039  ___________________________________________________________________
 AB7039  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB7039  DYNAMIC HT  -          53.041 (meters)     174.02  (feet)  COMP
 AB7039  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 AB7039
 AB7039  VERT ORDER  -  SECOND    CLASS II
 AB7039
 AB7039.The horizontal coordinates were scaled from a topographic map and have
 AB7039.an estimated accuracy of +/- 6 seconds.
 AB7039
 AB7039.The orthometric height was determined by differential leveling
 AB7039.and adjusted by the National Geodetic Survey in November 1996..
 AB7039
 AB7039.The geoid height was determined by GEOID03.
 AB7039
 AB7039.The dynamic height is computed by dividing the NAVD 88
 AB7039.geopotential number by the normal gravity value computed on the
 AB7039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7039.degrees latitude (g = 980.6199 gals.).
 AB7039
 AB7039.The modeled gravity was interpolated from observed gravity values.
 AB7039
 AB7039;                    North         East    Units  Estimated Accuracy
 AB7039;SPC GA W     -   170,690.      702,880.      MT  (+/- 180 meters Scaled)
 AB7039
 AB7039                          SUPERSEDED SURVEY CONTROL
 AB7039
 AB7039.No superseded survey control is available for this station.
 AB7039
 AB7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV718929(NAD 83)
 AB7039_MARKER: A = ALUMINUM MARKER
 AB7039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7039_SP_SET: HEADWALL
 AB7039_STAMPING: 807 NDS 1990
 AB7039_MARK LOGO: ALBDOU
 AB7039_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7039
 AB7039  HISTORY     - Date     Condition        Report By
 AB7039  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7039
 AB7039                          STATION DESCRIPTION
 AB7039
 AB7039'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (JFS)
 AB7039'MARK IS ABOUT 3 MILES (4.8 KM) SSE OF DOWNTOWN ALBANY, 0.9 MI (1.4 KM)
 AB7039'SOUTH ALONG RADIUM SPRINGS ROAD FROM OAKRIDGE ROAD, IN DRILL HOLE IN
 AB7039'TOP OF NORTH END OF HIGH NORTHEAST HEADWALL OVER CHANNEL THROUGH USMC
 AB7039'LOGISTICS BASE TO EAST, 12.6 FT (3.8 M) EAST OF GUARDRAIL, 33.1 FT
 AB7039'(10.1 M) EAST OF C/L RADIUM SPRINGS ROAD, 19.7 FT (6.0 M) SOUTH ALONG
 AB7039'OLD WIRE FROM MANHOLE NO.  3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7037 ***********************************************************************
 AB7037  DESIGNATION -  808 NDS
 AB7037  PID         -  AB7037
 AB7037  STATE/COUNTY-  GA/DOUGHERTY
 AB7037  USGS QUAD   -  ALBANY WEST (1988)
 AB7037
 AB7037                         *CURRENT SURVEY CONTROL
 AB7037  ___________________________________________________________________
 AB7037* NAD 83(1986)-  31 31 09.     (N)    084 07 49.     (W)     SCALED    
 AB7037* NAVD 88     -        57.264  (meters)     187.87   (feet)  ADJUSTED  
 AB7037  ___________________________________________________________________
 AB7037  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB7037  DYNAMIC HT  -          57.194 (meters)     187.64  (feet)  COMP
 AB7037  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 AB7037
 AB7037  VERT ORDER  -  SECOND    CLASS II
 AB7037
 AB7037.The horizontal coordinates were scaled from a topographic map and have
 AB7037.an estimated accuracy of +/- 6 seconds.
 AB7037
 AB7037.The orthometric height was determined by differential leveling
 AB7037.and adjusted by the National Geodetic Survey in November 1996..
 AB7037
 AB7037.The geoid height was determined by GEOID03.
 AB7037
 AB7037.The dynamic height is computed by dividing the NAVD 88
 AB7037.geopotential number by the normal gravity value computed on the
 AB7037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7037.degrees latitude (g = 980.6199 gals.).
 AB7037
 AB7037.The modeled gravity was interpolated from observed gravity values.
 AB7037
 AB7037;                    North         East    Units  Estimated Accuracy
 AB7037;SPC GA W     -   168,410.      703,460.      MT  (+/- 180 meters Scaled)
 AB7037
 AB7037                          SUPERSEDED SURVEY CONTROL
 AB7037
 AB7037.No superseded survey control is available for this station.
 AB7037
 AB7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV725907(NAD 83)
 AB7037_MARKER: A = ALUMINUM MARKER
 AB7037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7037_SP_SET: HEADWALL
 AB7037_STAMPING: 808 NDS 1990
 AB7037_MARK LOGO: ALBDOU
 AB7037_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB7037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7037
 AB7037  HISTORY     - Date     Condition        Report By
 AB7037  HISTORY     - 1990     MONUMENTED       HOBBS
 AB7037
 AB7037                          STATION DESCRIPTION
 AB7037
 AB7037'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (AHF)
 AB7037'MARK IS ABOUT 5 MILES (8.0 KM) SSE OF DOWNTOWN ALBANY, 2.55 MI (4.10
 AB7037'KM) SOUTH ALONG RADIUM SPRINGS RD FROM OAKRIDGE RD, IN EAST END OF
 AB7037'RAISED SOUTH HEADWALL AT SOUTHEAST CORNER OF RADIUM SPRINGS MIDDLE
 AB7037'SCHOOL, 29.5 FT (9.0 M) EAST OF RADIUM SPRINGS ROAD, 25 FT (7.6 M)
 AB7037'NORTH OF SOUTH SCHOOL DRIVEWAY, 51.6 FT (15.7 M) SOUTHEAST OF A
 AB7037'POWERPOLE, 1.4 FT (0.4 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0209 ***********************************************************************
 BR0209  DESIGNATION -  81
 BR0209  PID         -  BR0209
 BR0209  STATE/COUNTY-  GA/BRANTLEY
 BR0209  USGS QUAD   -  NAHUNTA (1993)
 BR0209
 BR0209                         *CURRENT SURVEY CONTROL
 BR0209  ___________________________________________________________________
 BR0209* NAD 83(1986)-  31 12 55.     (N)    081 54 19.     (W)     SCALED    
 BR0209* NAVD 88     -        24.584  (meters)      80.66   (feet)  ADJUSTED  
 BR0209  ___________________________________________________________________
 BR0209  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BR0209  DYNAMIC HT  -          24.554 (meters)      80.56  (feet)  COMP
 BR0209  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BR0209
 BR0209  VERT ORDER  -  SECOND    CLASS 0
 BR0209
 BR0209.The horizontal coordinates were scaled from a topographic map and have
 BR0209.an estimated accuracy of +/- 6 seconds.
 BR0209
 BR0209.The orthometric height was determined by differential leveling
 BR0209.and adjusted by the National Geodetic Survey in June 1991..
 BR0209
 BR0209.The geoid height was determined by GEOID03.
 BR0209
 BR0209.The dynamic height is computed by dividing the NAVD 88
 BR0209.geopotential number by the normal gravity value computed on the
 BR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0209.degrees latitude (g = 980.6199 gals.).
 BR0209
 BR0209.The modeled gravity was interpolated from observed gravity values.
 BR0209
 BR0209;                    North         East    Units  Estimated Accuracy
 BR0209;SPC GA E     -   134,750.      224,910.      MT  (+/- 180 meters Scaled)
 BR0209
 BR0209                          SUPERSEDED SURVEY CONTROL
 BR0209
 BR0209  NGVD 29 (??/??/92)   24.914  (m)           81.74   (f) ADJ UNCH    2 0
 BR0209
 BR0209.Superseded values are not recommended for survey control.
 BR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0209.See file dsdata.txt to determine how the superseded data were derived.
 BR0209
 BR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ137538(NAD 83)
 BR0209_MARKER: P = PIPE CAP
 BR0209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0209_STAMPING: 81 1917
 BR0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0209
 BR0209  HISTORY     - Date     Condition        Report By
 BR0209  HISTORY     - 1917     MONUMENTED       USGS
 BR0209  HISTORY     - 1938     GOOD             NGS
 BR0209
 BR0209                          STATION DESCRIPTION
 BR0209
 BR0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BR0209'AT LULATON.
 BR0209'AT LULATON, BRANTLEY COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 BR0209'35 YARDS WEST OF THE STATION, 53 FEET SOUTH OF THE SOUTH RAIL OF
 BR0209'THE NORTH SIDETRACK, AND 39 FEET SOUTH OF THE SOUTH RAIL OF
 BR0209'THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 BR0209'CAP, STAMPED 81 1917 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 BR0209'IRON PIPE PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0182 ***********************************************************************
 EE0182  DESIGNATION -  824.7
 EE0182  PID         -  EE0182
 EE0182  STATE/COUNTY-  GA/BARTOW
 EE0182  USGS QUAD   -  CARTERSVILLE (1992)
 EE0182
 EE0182                         *CURRENT SURVEY CONTROL
 EE0182  ___________________________________________________________________
 EE0182* NAD 83(1986)-  34 07 40.     (N)    084 45 24.     (W)     SCALED    
 EE0182* NAVD 88     -       251.40   (+/-2cm)     824.8    (feet)  VERTCON   
 EE0182  ___________________________________________________________________
 EE0182  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0182
 EE0182  VERT ORDER  -  ? (See Below)
 EE0182
 EE0182.The horizontal coordinates were scaled from a topographic map and have
 EE0182.an estimated accuracy of +/- 6 seconds.
 EE0182
 EE0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0182.The vertical order pertains to the NGVD 29 superseded value.
 EE0182
 EE0182.The geoid height was determined by GEOID03.
 EE0182
 EE0182;                    North         East    Units  Estimated Accuracy
 EE0182;SPC GA W     -   457,830.      645,580.      MT  (+/- 180 meters Scaled)
 EE0182
 EE0182                          SUPERSEDED SURVEY CONTROL
 EE0182
 EE0182  NGVD 29 (??/??/92)  251.375  (m)          824.72   (f) ADJ UNCH    ?  
 EE0182
 EE0182.Superseded values are not recommended for survey control.
 EE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0182.See file dsdata.txt to determine how the superseded data were derived.
 EE0182
 EE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC068785(NAD 83)
 EE0182_MARKER: Q = CHISELED SQUARE
 EE0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0182_SP_SET: CULVERT
 EE0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0182
 EE0182  HISTORY     - Date     Condition        Report By
 EE0182  HISTORY     - UNK      MONUMENTED       NYSLRR
 EE0182  HISTORY     - 1972     GOOD             NGS
 EE0182
 EE0182                          STATION DESCRIPTION
 EE0182
 EE0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0182'0.1 MI N FROM EMERSON.
 EE0182'ABOUT 0.1 MILE NORTH ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 EE0182'LOUIS RAILROAD AND STATE HIGHWAY 293 FROM THE EMERSON BAPTIST
 EE0182'CHURCH AT EMERSON, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 EE0182'SOUTHWEST SET OF MAIN LINE TRACKS, 79 FEET NORTH-NORTHEAST OF THE
 EE0182'CENTER LINE OF THE HIGHWAY, A CHISELED SQUARE IN THE TOP OF THE
 EE0182'NORTHWEST END OF AN 8-FOOT STONE HEADWALL FOR A 3 1/2-BY 1-FOOT
 EE0182'STONE CULVERT UNDER THE TRACK, 1.1 FEET SOUTHEAST OF THE NORTHWEST
 EE0182'END AND 0.6 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE HEADWALL,
 EE0182'58 FEET SOUTH OF A RAILROAD SEMAPHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1234 ***********************************************************************
 BS1234  DESIGNATION -  86 WLC USGS
 BS1234  PID         -  BS1234
 BS1234  STATE/COUNTY-  GA/COOK
 BS1234  USGS QUAD   -  LENOX (1973)
 BS1234
 BS1234                         *CURRENT SURVEY CONTROL
 BS1234  ___________________________________________________________________
 BS1234* NAD 83(1986)-  31 15 31.     (N)    083 29 36.     (W)     SCALED    
 BS1234* NAVD 88     -        69.913  (meters)     229.37   (feet)  ADJUSTED  
 BS1234  ___________________________________________________________________
 BS1234  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BS1234  DYNAMIC HT  -          69.827 (meters)     229.09  (feet)  COMP
 BS1234  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 BS1234
 BS1234  VERT ORDER  -  SECOND    CLASS 0
 BS1234
 BS1234.The horizontal coordinates were scaled from a topographic map and have
 BS1234.an estimated accuracy of +/- 6 seconds.
 BS1234
 BS1234.The orthometric height was determined by differential leveling
 BS1234.and adjusted by the National Geodetic Survey in June 1991..
 BS1234
 BS1234.The geoid height was determined by GEOID03.
 BS1234
 BS1234.The dynamic height is computed by dividing the NAVD 88
 BS1234.geopotential number by the normal gravity value computed on the
 BS1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1234.degrees latitude (g = 980.6199 gals.).
 BS1234
 BS1234.The modeled gravity was interpolated from observed gravity values.
 BS1234
 BS1234;                    North         East    Units  Estimated Accuracy
 BS1234;SPC GA W     -   139,720.      764,130.      MT  (+/- 180 meters Scaled)
 BS1234
 BS1234                          SUPERSEDED SURVEY CONTROL
 BS1234
 BS1234.No superseded survey control is available for this station.
 BS1234
 BS1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ625609(NAD 83)
 BS1234_MARKER: DD = SURVEY DISK
 BS1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1234_SP_SET: CULVERT
 BS1234_STAMPING: 86 WLC 1972
 BS1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1234
 BS1234  HISTORY     - Date     Condition        Report By
 BS1234  HISTORY     - 1972     MONUMENTED       USGS
 BS1234  HISTORY     - 1973     GOOD             NGS
 BS1234
 BS1234                          STATION DESCRIPTION
 BS1234
 BS1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1234'2.0 MI SW FROM LENOX.
 BS1234'ABOUT 2.0 MILES SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1234'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1234'LENOX, 0.9 MILE NORTHEAST ALONG KINARD BRIDGE ROAD FROM THE HIGHWAY
 BS1234'BRIDGE OVER LITTLE RIVER, 15 FEET NORTH OF THE CENTER LINE OF THE
 BS1234'ROAD, SET IN THE TOP AND 0.9 FOOT SOUTHWEST OF THE NORTHEAST END OF
 BS1234'THE NORTHWEST CONCRETE HEADWALL FOR A 19 1/2 FOOT CONCRETE BOX CULVERT
 BS1234'UNDER THE ROAD, ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2414 ***********************************************************************
 DG2414  DESIGNATION -  866 MC RESET
 DG2414  PID         -  DG2414
 DG2414  STATE/COUNTY-  GA/HENRY
 DG2414  USGS QUAD   -  MC DONOUGH (1981)
 DG2414
 DG2414                         *CURRENT SURVEY CONTROL
 DG2414  ___________________________________________________________________
 DG2414* NAD 83(1986)-  33 26 52.     (N)    084 08 48.     (W)     SCALED    
 DG2414* NAVD 88     -       263.15   (meters)     863.4    (feet)  RESET     
 DG2414  ___________________________________________________________________
 DG2414  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DG2414
 DG2414  VERT ORDER  -  THIRD
 DG2414
 DG2414.The horizontal coordinates were scaled from a topographic map and have
 DG2414.an estimated accuracy of +/- 6 seconds.
 DG2414
 DG2414.The orthometric height was computed from unverified reset data.
 DG2414
 DG2414.The geoid height was determined by GEOID03.
 DG2414
 DG2414;                    North         East    Units  Estimated Accuracy
 DG2414;SPC GA W     -   382,260.      701,860.      MT  (+/- 180 meters Scaled)
 DG2414
 DG2414                          SUPERSEDED SURVEY CONTROL
 DG2414
 DG2414  NGVD 29 (11/20/03)  263.13   (m)          863.3    (f) RESET       3  
 DG2414
 DG2414.Superseded values are not recommended for survey control.
 DG2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2414.See file dsdata.txt to determine how the superseded data were derived.
 DG2414
 DG2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC652045(NAD 83)
 DG2414_MARKER: DB = BENCH MARK DISK
 DG2414_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG2414+WITH SETTING: PAVEMENT
 DG2414_SP_SET: SIDEWALK
 DG2414_STAMPING: 866 MOREHED RESET 1980
 DG2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2414+STABILITY: SURFACE MOTION
 DG2414
 DG2414  HISTORY     - Date     Condition        Report By
 DG2414  HISTORY     - 1980     MONUMENTED       NGS
 DG2414
 DG2414                          STATION DESCRIPTION
 DG2414
 DG2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2414'IN MCDONOUGH.
 DG2414'IN MCDONOUGH, IN DOWNTOWN CITY SQUARE, 15.4 METERS (50.5 FT) WEST
 DG2414'OF THE CENTER OF CONFEDERATE MONUMENT IN CENTER OF THE CITY SQUARE,
 DG2414'1.3 METERS (4.3 FT) NORTH OF SOUTH SIDE OF SIDEWALK, AND 1.2 METERS
 DG2414'(4.0 FT) SOUTH OF THE NORTH SIDE OF SIDEWALK.
 DG2414'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0326 ***********************************************************************
 EE0326  DESIGNATION -  866 MC RESET 1968
 EE0326  PID         -  EE0326
 EE0326  STATE/COUNTY-  GA/WHITFIELD
 EE0326  USGS QUAD   -  COHUTTA (1982)
 EE0326
 EE0326                         *CURRENT SURVEY CONTROL
 EE0326  ___________________________________________________________________
 EE0326* NAD 83(1986)-  34 57 34.     (N)    084 57 12.     (W)     SCALED    
 EE0326* NAVD 88     -       264.193  (meters)     866.77   (feet)  ADJUSTED  
 EE0326  ___________________________________________________________________
 EE0326  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 EE0326  DYNAMIC HT  -         263.928 (meters)     865.90  (feet)  COMP
 EE0326  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 EE0326
 EE0326  VERT ORDER  -  FIRST     CLASS I
 EE0326
 EE0326.The horizontal coordinates were scaled from a topographic map and have
 EE0326.an estimated accuracy of +/- 6 seconds.
 EE0326
 EE0326.The orthometric height was determined by differential leveling
 EE0326.and adjusted by the National Geodetic Survey in June 1991..
 EE0326
 EE0326.The geoid height was determined by GEOID03.
 EE0326
 EE0326.The dynamic height is computed by dividing the NAVD 88
 EE0326.geopotential number by the normal gravity value computed on the
 EE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0326.degrees latitude (g = 980.6199 gals.).
 EE0326
 EE0326.The modeled gravity was interpolated from observed gravity values.
 EE0326
 EE0326;                    North         East    Units  Estimated Accuracy
 EE0326;SPC GA W     -   550,210.      628,160.      MT  (+/- 180 meters Scaled)
 EE0326
 EE0326                          SUPERSEDED SURVEY CONTROL
 EE0326
 EE0326  NGVD 29 (??/??/92)  264.182  (m)          866.74   (f) ADJ UNCH    1 1
 EE0326
 EE0326.Superseded values are not recommended for survey control.
 EE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0326.See file dsdata.txt to determine how the superseded data were derived.
 EE0326
 EE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD868704(NAD 83)
 EE0326_MARKER: DD = SURVEY DISK
 EE0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0326_SP_SET: BUILDING
 EE0326_STAMPING: 866 MC
 EE0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0326
 EE0326  HISTORY     - Date     Condition        Report By
 EE0326  HISTORY     - UNK      MONUMENTED       CGS
 EE0326  HISTORY     - 1968     GOOD             NGS
 EE0326
 EE0326                          STATION DESCRIPTION
 EE0326
 EE0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0326'AT COHUTTA.
 EE0326'AT COHUTTA, ABOUT 65 YARDS NORTHEAST OF AND ACROSS THE SOUTHERN
 EE0326'RAILWAY TRACK AND A BLACKTOP ROAD FROM THE NORTHEAST CORNER
 EE0326'OF THE STATION OF THE SOUTHERN RAILWAY, ABOUT 32 YARDS NORTHWEST
 EE0326'OF AND ACROSS A BLACKTOP ROAD FROM THE NORTHWEST CORNER OF THE
 EE0326'POST OFFICE, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 EE0326'CORNER OF A MALL ONE STORY BRICK BUILDING, 21 FEET NORTH OF THE
 EE0326'CENTER LINE OF THE BLACKTOP ROAD, 1 FOOT EAST OF THE SOUTHWEST
 EE0326'CORNER OF THE BUILDING, 3.4 FEET ABOVE THE LEVEL OF THE SIDEWALK
 EE0326'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0427 ***********************************************************************
 CK0427  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0427  DESIGNATION -  867 0424 TIDAL 1
 CK0427  PID         -  CK0427
 CK0427  STATE/COUNTY-  GA/CHATHAM
 CK0427  USGS QUAD   -  PORT WENTWORTH (1993)
 CK0427
 CK0427                         *CURRENT SURVEY CONTROL
 CK0427  ___________________________________________________________________
 CK0427* NAD 83(1986)-  32 08 36.     (N)    081 08 36.     (W)     SCALED    
 CK0427* NAVD 88     -         4.296  (meters)      14.09   (feet)  ADJUSTED  
 CK0427  ___________________________________________________________________
 CK0427  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 CK0427  DYNAMIC HT  -           4.291 (meters)      14.08  (feet)  COMP
 CK0427  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CK0427
 CK0427  VERT ORDER  -  FIRST     CLASS II
 CK0427
 CK0427.The horizontal coordinates were scaled from a topographic map and have
 CK0427.an estimated accuracy of +/- 6 seconds.
 CK0427
 CK0427.The orthometric height was determined by differential leveling
 CK0427.and adjusted by the National Geodetic Survey in June 1991..
 CK0427
 CK0427.This Tidal Bench Mark is designated as VM 16684
 CK0427.by the Center for Operational Oceanographic Products and Services.
 CK0427
 CK0427.The geoid height was determined by GEOID03.
 CK0427
 CK0427.The dynamic height is computed by dividing the NAVD 88
 CK0427.geopotential number by the normal gravity value computed on the
 CK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0427.degrees latitude (g = 980.6199 gals.).
 CK0427
 CK0427.The modeled gravity was interpolated from observed gravity values.
 CK0427
 CK0427;                    North         East    Units  Estimated Accuracy
 CK0427;SPC GA E     -   238,070.      296,540.      MT  (+/- 180 meters Scaled)
 CK0427
 CK0427                          SUPERSEDED SURVEY CONTROL
 CK0427
 CK0427  NGVD 29 (03/21/89)    4.579  (m)           15.02   (f) ADJUSTED    1 2
 CK0427
 CK0427.Superseded values are not recommended for survey control.
 CK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0427.See file dsdata.txt to determine how the superseded data were derived.
 CK0427
 CK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR864563(NAD 83)
 CK0427_MARKER: DJ = TIDAL STATION DISK
 CK0427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0427_SP_SET: RAMP
 CK0427_STAMPING: NO 1 1934
 CK0427_MARK LOGO: CGS   
 CK0427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0427+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1994
 CK0427
 CK0427  HISTORY     - Date     Condition        Report By
 CK0427  HISTORY     - 1934     MONUMENTED       CGS
 CK0427  HISTORY     - 1955     GOOD             NGS
 CK0427  HISTORY     - 19941027 GOOD             NGS
 CK0427  HISTORY     - 19950112 GOOD             NGS
 CK0427
 CK0427                          STATION DESCRIPTION
 CK0427
 CK0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0427'1 MI SE FROM PORT WENTWORTH.
 CK0427'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE FIRST
 CK0427'BAPTIST CHURCH AT PORT WENTWORTH, THENCE ABOUT 0.65 MILE EAST
 CK0427'ALONG A PRIVATE ROAD TO THE ENTRANCE GATE TO SAVANNAH SUGAR REFINERY,
 CK0427'THENCE ABOUT 0.15 MILE EAST AND SOUTH ALONG STREETS THRU REFINERY,
 CK0427'AT THE SOUTH SIDE OF THE REFINERY, ON THE SOUTH SIDE OF WAREHOUSE
 CK0427'NO. 1, IN THE TOP OF A CONCRETE RAMP WHICH EXTENDS ALONG SOUTH
 CK0427'SIDE OF BUILDING TO THE WHARF ON SAVANNAH RIVER, 0.4 FOOT SOUTH
 CK0427'OF THE EXTREME EAST STEEL COLUMN SUPPORTING CANOPY OVER THE
 CK0427'RAMP TO THE WEST OF THIS POINT AND LEVEL WITH CONCRETE RAMP.
 CK0427'NOTE-- A SPUR RAILROAD TRACK PARALLELS THIS BUILDING AND LEADS
 CK0427'TO LOADING DOCK ON SAVANNAH RIVER.
 CK0427
 CK0427                          STATION RECOVERY (1994)
 CK0427
 CK0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 CK0427'RECOVERED AS DESCRIBED WITH ASSISTANCE OF PLANT ENGINEERING STAFF,
 CK0427'PHONE 912-964-1361.  ACCESS HAS TO BE OBTAINED THROUGH SECURITY AT
 CK0427'MAIN GATE.
 CK0427
 CK0427                          STATION RECOVERY (1995)
 CK0427
 CK0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 CK0427'RECOVERED WITH ASSISTANCE OF SAVANNAH SUGAR REFINERY ENGINEERING
 CK0427'STAFF, 912-964-1361.  STEEL COLUMN PREVIOUSLY JUST NORTH OF MARK HAS
 CK0427'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0240 ***********************************************************************
 CK0240  DESIGNATION -  867 0678 TIDAL 1
 CK0240  PID         -  CK0240
 CK0240  STATE/COUNTY-  GA/CHATHAM
 CK0240  USGS QUAD   -  SAVANNAH (1978)
 CK0240
 CK0240                         *CURRENT SURVEY CONTROL
 CK0240  ___________________________________________________________________
 CK0240* NAD 83(1986)-  32 04 58.     (N)    081 02 08.     (W)     SCALED    
 CK0240* NAVD 88     -         2.066  (meters)       6.78   (feet)  ADJUSTED  
 CK0240  ___________________________________________________________________
 CK0240  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CK0240  DYNAMIC HT  -           2.063 (meters)       6.77  (feet)  COMP
 CK0240  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CK0240
 CK0240  VERT ORDER  -  FIRST     CLASS II
 CK0240
 CK0240.The horizontal coordinates were scaled from a topographic map and have
 CK0240.an estimated accuracy of +/- 6 seconds.
 CK0240
 CK0240.The orthometric height was determined by differential leveling
 CK0240.and adjusted by the National Geodetic Survey in June 1991..
 CK0240
 CK0240.The geoid height was determined by GEOID03.
 CK0240
 CK0240.The dynamic height is computed by dividing the NAVD 88
 CK0240.geopotential number by the normal gravity value computed on the
 CK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0240.degrees latitude (g = 980.6199 gals.).
 CK0240
 CK0240.The modeled gravity was interpolated from observed gravity values.
 CK0240
 CK0240;                    North         East    Units  Estimated Accuracy
 CK0240;SPC GA E     -   231,460.      306,780.      MT  (+/- 180 meters Scaled)
 CK0240
 CK0240                          SUPERSEDED SURVEY CONTROL
 CK0240
 CK0240  NGVD 29 (03/21/89)    2.345  (m)            7.69   (f) ADJUSTED    1 2
 CK0240
 CK0240.Superseded values are not recommended for survey control.
 CK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0240.See file dsdata.txt to determine how the superseded data were derived.
 CK0240
 CK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR966496(NAD 83)
 CK0240_MARKER: DJ = TIDAL STATION DISK
 CK0240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0240_SP_SET: BEACON LIGHT BASE
 CK0240_STAMPING: 1 1934
 CK0240_MARK LOGO: CGS   
 CK0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0240+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 CK0240
 CK0240  HISTORY     - Date     Condition        Report By
 CK0240  HISTORY     - 1934     MONUMENTED       CGS
 CK0240  HISTORY     - 1955     GOOD             NGS
 CK0240  HISTORY     - 19961120 POOR             USPSQD
 CK0240  HISTORY     - 20001031 POOR             SCGS
 CK0240
 CK0240                          STATION DESCRIPTION
 CK0240
 CK0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0240'4.4 MI NE FROM SAVANNAH.
 CK0240'ABOUT 3.75 MILES NORTHEAST ALONG PRESIDENT STREET EXTENSION FROM
 CK0240'THE INTERSECTION OF EAST BROAD STREET AT SAVANNAH TO CYANAMID
 CK0240'CORPORATION PLANT, THENCE ABOUT 0.6 MILE NORTHWEST AND WEST
 CK0240'ALONG A TRAIL TO OLD FORT JACKSON (ABANDONED), ABOUT 25 YARDS
 CK0240'WEST-NORTHWEST OF NORTHWEST CORNER OF TALL BRICK WALL OF OLD
 CK0240'FORT, IN THE TOP OF THE NORTHWEST CORNER OF A 4-FOOT SQUARE
 CK0240'CONCRETE BASE OF AN 8-FOOT TALL CONCRETE BEACON LIGHT, 17 1/2
 CK0240'FEET NORTHEAST OF CENTER OF A BOX CONTAINING TIDE GAGE, AND ABOUT
 CK0240'1 FOOT ABOVE BRICK WALL AROUND MOAT.
 CK0240
 CK0240                          STATION RECOVERY (1996)
 CK0240
 CK0240'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0240'MARK RECOVERED IN POOR CONDITION.
 CK0240
 CK0240                          STATION RECOVERY (2000)
 CK0240
 CK0240'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK0240'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0241 ***********************************************************************
 CK0241  DESIGNATION -  867 0678 TIDAL 3
 CK0241  PID         -  CK0241
 CK0241  STATE/COUNTY-  GA/CHATHAM
 CK0241  USGS QUAD   -  SAVANNAH (1978)
 CK0241
 CK0241                         *CURRENT SURVEY CONTROL
 CK0241  ___________________________________________________________________
 CK0241* NAD 83(1986)-  32 04 58.     (N)    081 02 08.     (W)     SCALED    
 CK0241* NAVD 88     -         2.062  (meters)       6.77   (feet)  ADJUSTED  
 CK0241  ___________________________________________________________________
 CK0241  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CK0241  DYNAMIC HT  -           2.060 (meters)       6.76  (feet)  COMP
 CK0241  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CK0241
 CK0241  VERT ORDER  -  FIRST     CLASS II
 CK0241
 CK0241.The horizontal coordinates were scaled from a topographic map and have
 CK0241.an estimated accuracy of +/- 6 seconds.
 CK0241
 CK0241.The orthometric height was determined by differential leveling
 CK0241.and adjusted by the National Geodetic Survey in June 1991..
 CK0241
 CK0241.The geoid height was determined by GEOID03.
 CK0241
 CK0241.The dynamic height is computed by dividing the NAVD 88
 CK0241.geopotential number by the normal gravity value computed on the
 CK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0241.degrees latitude (g = 980.6199 gals.).
 CK0241
 CK0241.The modeled gravity was interpolated from observed gravity values.
 CK0241
 CK0241;                    North         East    Units  Estimated Accuracy
 CK0241;SPC GA E     -   231,460.      306,780.      MT  (+/- 180 meters Scaled)
 CK0241
 CK0241                          SUPERSEDED SURVEY CONTROL
 CK0241
 CK0241  NGVD 29 (03/21/89)    2.342  (m)            7.68   (f) ADJUSTED    1 2
 CK0241
 CK0241.Superseded values are not recommended for survey control.
 CK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0241.See file dsdata.txt to determine how the superseded data were derived.
 CK0241
 CK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR966496(NAD 83)
 CK0241_MARKER: DJ = TIDAL STATION DISK
 CK0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CK0241_SP_SET: CULVERT
 CK0241_STAMPING: 3 1934
 CK0241_MARK LOGO: CGS   
 CK0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0241+STABILITY: SURFACE MOTION
 CK0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0241+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 CK0241
 CK0241  HISTORY     - Date     Condition        Report By
 CK0241  HISTORY     - 1934     MONUMENTED       CGS
 CK0241  HISTORY     - 1955     GOOD             NGS
 CK0241  HISTORY     - 19961120 GOOD             USPSQD
 CK0241  HISTORY     - 20001031 POOR             SCGS
 CK0241
 CK0241                          STATION DESCRIPTION
 CK0241
 CK0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0241'4.4 MI NE FROM SAVANNAH.
 CK0241'ABOUT 3.75 MILES NORTHEAST ALONG PRESIDENT STREET EXTENSION FROM
 CK0241'THE INTERSECTION OF EAST BROAD STREET AT SAVANNAH TO CYANAMID
 CK0241'CORPORATION PLANT, THENCE ABOUT 0.6 MILE NORTHWEST AND WEST ALONG
 CK0241'TRAIL TO OLD FORT JACKSON, ABOUT 10 YARDS WEST-NORTHWEST OF
 CK0241'NORTHWEST CORNER OF TALL BRICK WALL OF OLD FORT, AT THE OUTSIDE
 CK0241'OF MOAT, IN THE TOP OF LIMESTONE CAPPED BRICK ARCHED CULVERT
 CK0241'CONNECTING MOAT AND RIVER, 48.8 FEET EAST-SOUTHEAST OF TIDAL 1,
 CK0241'87.3 FEET SOUTHWEST OF TIDAL 4 AND ABOUT 1/3 FOOT ABOVE BRICK
 CK0241'WALK AROUND MOAT.
 CK0241
 CK0241                          STATION RECOVERY (1996)
 CK0241
 CK0241'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0241'RECOVERED IN GOOD CONDITION.
 CK0241
 CK0241                          STATION RECOVERY (2000)
 CK0241
 CK0241'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK0241'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0242 ***********************************************************************
 CK0242  DESIGNATION -  867 0678 TIDAL 4
 CK0242  PID         -  CK0242
 CK0242  STATE/COUNTY-  GA/CHATHAM
 CK0242  USGS QUAD   -  SAVANNAH (1978)
 CK0242
 CK0242                         *CURRENT SURVEY CONTROL
 CK0242  ___________________________________________________________________
 CK0242* NAD 83(1986)-  32 04 58.     (N)    081 02 07.     (W)     SCALED    
 CK0242* NAVD 88     -         1.915  (meters)       6.28   (feet)  ADJUSTED  
 CK0242  ___________________________________________________________________
 CK0242  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CK0242  DYNAMIC HT  -           1.913 (meters)       6.28  (feet)  COMP
 CK0242  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 CK0242
 CK0242  VERT ORDER  -  FIRST     CLASS II
 CK0242
 CK0242.The horizontal coordinates were scaled from a topographic map and have
 CK0242.an estimated accuracy of +/- 6 seconds.
 CK0242
 CK0242.The orthometric height was determined by differential leveling
 CK0242.and adjusted by the National Geodetic Survey in June 1991..
 CK0242
 CK0242.The geoid height was determined by GEOID03.
 CK0242
 CK0242.The dynamic height is computed by dividing the NAVD 88
 CK0242.geopotential number by the normal gravity value computed on the
 CK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0242.degrees latitude (g = 980.6199 gals.).
 CK0242
 CK0242.The modeled gravity was interpolated from observed gravity values.
 CK0242
 CK0242;                    North         East    Units  Estimated Accuracy
 CK0242;SPC GA E     -   231,460.      306,810.      MT  (+/- 180 meters Scaled)
 CK0242
 CK0242                          SUPERSEDED SURVEY CONTROL
 CK0242
 CK0242  NGVD 29 (03/21/89)    2.195  (m)            7.20   (f) ADJUSTED    1 2
 CK0242
 CK0242.Superseded values are not recommended for survey control.
 CK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0242.See file dsdata.txt to determine how the superseded data were derived.
 CK0242
 CK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR966496(NAD 83)
 CK0242_MARKER: DJ = TIDAL STATION DISK
 CK0242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0242_SP_SET: BRICK SEAWALL
 CK0242_STAMPING: NO 4 1953
 CK0242_MARK LOGO: CGS   
 CK0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0242+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 CK0242
 CK0242  HISTORY     - Date     Condition        Report By
 CK0242  HISTORY     - 1953     MONUMENTED       CGS
 CK0242  HISTORY     - 1955     GOOD             NGS
 CK0242  HISTORY     - 20001031 POOR             SCGS
 CK0242
 CK0242                          STATION DESCRIPTION
 CK0242
 CK0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0242'4.4 MI NE FROM SAVANNAH.
 CK0242'ABOUT 3.75 MILES NORTHEAST ALONG PRESIDENT STREET EXTENSION FROM
 CK0242'THE INTERSECTION OF EAST BROAD STREET AT SAVANNAH TO THE CYANAMID
 CK0242'CORPORATION PLANT, THENCE ABOUT 0.6 MILE NORTHWEST AND WEST
 CK0242'ALONG TRAIL TO OLD FORT JACKSON, ABOUT 10 YARDS NORTH AND ACROSS
 CK0242'MOAT FROM THE NORTH CORNER OF TALL BRICK WALL OF OLD FORT, IN THE
 CK0242'TOP OF THE NORTH CORNER OF THE BRICK WALL AROUND THE OUTSIDE OF
 CK0242'MOAT, 87.3 FEET NORTHEAST OF TIDAL 3, 1 FOOT SOUTH OF NORTH EDGE
 CK0242'OF A WALK AND ABOUT LEVEL WITH WALK AROUND MOAT.
 CK0242
 CK0242                          STATION RECOVERY (2000)
 CK0242
 CK0242'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK0242'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5786 ***********************************************************************
 CK5786  TIDAL BM    -  This is a Tidal Bench Mark.
 CK5786  DESIGNATION -  867 0870 K TIDAL
 CK5786  PID         -  CK5786
 CK5786  STATE/COUNTY-  GA/CHATHAM
 CK5786  USGS QUAD   -  FORT PULASKI (1978)
 CK5786
 CK5786                         *CURRENT SURVEY CONTROL
 CK5786  ___________________________________________________________________
 CK5786* NAD 83(1986)-  32 02 02.     (N)    080 54 11.     (W)     SCALED    
 CK5786* NAVD 88     -         2.754  (meters)       9.04   (feet)  ADJUSTED  
 CK5786  ___________________________________________________________________
 CK5786  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 CK5786  DYNAMIC HT  -           2.751 (meters)       9.03  (feet)  COMP
 CK5786  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CK5786
 CK5786  VERT ORDER  -  SECOND    CLASS I
 CK5786
 CK5786.The horizontal coordinates were scaled from a topographic map and have
 CK5786.an estimated accuracy of +/- 6 seconds.
 CK5786
 CK5786.The orthometric height was determined by differential leveling
 CK5786.and adjusted by the National Geodetic Survey in February 2001..
 CK5786
 CK5786.This Tidal Bench Mark is designated as VM 634
 CK5786.by the Center for Operational Oceanographic Products and Services.
 CK5786
 CK5786.The geoid height was determined by GEOID03.
 CK5786
 CK5786.The dynamic height is computed by dividing the NAVD 88
 CK5786.geopotential number by the normal gravity value computed on the
 CK5786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5786.degrees latitude (g = 980.6199 gals.).
 CK5786
 CK5786.The modeled gravity was interpolated from observed gravity values.
 CK5786
 CK5786;                    North         East    Units  Estimated Accuracy
 CK5786;SPC GA E     -   226,170.      319,350.      MT  (+/- 180 meters Scaled)
 CK5786
 CK5786                          SUPERSEDED SURVEY CONTROL
 CK5786
 CK5786  NAVD 88 (05/20/94)    2.758  (m)            9.05   (f) UNKNOWN     1 2
 CK5786  NGVD 29 (09/01/92)    3.044  (m)            9.99   (f) ADJUSTED    1 2
 CK5786
 CK5786.Superseded values are not recommended for survey control.
 CK5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5786.See file dsdata.txt to determine how the superseded data were derived.
 CK5786
 CK5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR091441(NAD 83)
 CK5786_MARKER: DJ = TIDAL STATION DISK
 CK5786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK5786+WITH SETTING: INFORMATION.
 CK5786_SP_SET: METAL ROD DRIVEN INTO GROUND
 CK5786_STAMPING: 0870 K 1977
 CK5786_MARK LOGO: NOS   
 CK5786_MAGNETIC: I = MARKER IS A STEEL ROD
 CK5786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5786+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 CK5786
 CK5786  HISTORY     - Date     Condition        Report By
 CK5786  HISTORY     - 1977     MONUMENTED       NOS
 CK5786  HISTORY     - 19910221 GOOD             NGS
 CK5786  HISTORY     - 20001031 GOOD             SCGS
 CK5786  HISTORY     - 20010513 GOOD             NOS
 CK5786  HISTORY     - 20021221 GOOD             USPSQD
 CK5786
 CK5786                          STATION DESCRIPTION
 CK5786
 CK5786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CK5786'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK5786'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.2 KM (0.7 MI) NORTHERLY
 CK5786'ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, THENCE 0.8 KM
 CK5786'(0.5 MI) WESTERLY ALONG THE TYBEE COAST GUARD STATION ENTRANCE ROAD,
 CK5786'THENCE 0.1 KM (0.1 MI) NORTHERLY ALONG THE SAVANNAH BAR PILOT HOUSE
 CK5786'ENTRANCE ROAD, THENCE 0.1 KM (0.1 MI) WESTERLY ALONG A DRIVEWAY,
 CK5786'A METAL ROD DRIVEN 2.1 METERS AND FLUSH WITH THE GROUND, 27.7
 CK5786'M (90.9 FT) NORTH OF A UTILITY POLE WITH 2 GUY WIRES AND A
 CK5786'TRANSFORMER, 23.2 M (76.1 FT) WEST OF THE NORTHWEST CORNER OF THE
 CK5786'SAVANNAH BAR PILOT HOUSE, 15.6 M (51.2 FT) NORTH OF AND LEVEL WITH
 CK5786'THE EXTENDED CENTER OF THE DRIVEWAY, 2.5 M (8.2 FT) EAST OF A PALM
 CK5786'TREE, AND 2.2 M (7.2 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS
 CK5786'ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 CK5786
 CK5786                          STATION RECOVERY (2000)
 CK5786
 CK5786'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK5786'RECOVERED AS DESCRIBED.
 CK5786
 CK5786                          STATION RECOVERY (2001)
 CK5786
 CK5786'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK5786'RECOVERED AS DESCRIBED.
 CK5786
 CK5786                          STATION RECOVERY (2002)
 CK5786
 CK5786'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK5786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5785 ***********************************************************************
 CK5785  TIDAL BM    -  This is a Tidal Bench Mark.
 CK5785  DESIGNATION -  867 0870 L TIDAL
 CK5785  PID         -  CK5785
 CK5785  STATE/COUNTY-  GA/CHATHAM
 CK5785  USGS QUAD   -  FORT PULASKI (1978)
 CK5785
 CK5785                         *CURRENT SURVEY CONTROL
 CK5785  ___________________________________________________________________
 CK5785* NAD 83(1986)-  32 01 43.     (N)    080 53 41.     (W)     SCALED    
 CK5785* NAVD 88     -         1.644  (meters)       5.39   (feet)  ADJUSTED  
 CK5785  ___________________________________________________________________
 CK5785  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 CK5785  DYNAMIC HT  -           1.643 (meters)       5.39  (feet)  COMP
 CK5785  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CK5785
 CK5785  VERT ORDER  -  SECOND    CLASS I
 CK5785
 CK5785.The horizontal coordinates were scaled from a topographic map and have
 CK5785.an estimated accuracy of +/- 6 seconds.
 CK5785
 CK5785.The orthometric height was determined by differential leveling
 CK5785.and adjusted by the National Geodetic Survey in August 2006..
 CK5785
 CK5785.This Tidal Bench Mark is designated as VM 635
 CK5785.by the Center for Operational Oceanographic Products and Services.
 CK5785
 CK5785.The geoid height was determined by GEOID03.
 CK5785
 CK5785.The dynamic height is computed by dividing the NAVD 88
 CK5785.geopotential number by the normal gravity value computed on the
 CK5785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5785.degrees latitude (g = 980.6199 gals.).
 CK5785
 CK5785.The modeled gravity was interpolated from observed gravity values.
 CK5785
 CK5785;                    North         East    Units  Estimated Accuracy
 CK5785;SPC GA E     -   225,600.      320,150.      MT  (+/- 180 meters Scaled)
 CK5785
 CK5785                          SUPERSEDED SURVEY CONTROL
 CK5785
 CK5785  NAVD 88 (05/20/94)    1.667  (m)            5.47   (f) UNKNOWN     1 2
 CK5785  NGVD 29 (09/01/92)    1.954  (m)            6.41   (f) ADJUSTED    1 2
 CK5785
 CK5785.Superseded values are not recommended for survey control.
 CK5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5785.See file dsdata.txt to determine how the superseded data were derived.
 CK5785
 CK5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR099436(NAD 83)
 CK5785_MARKER: DJ = TIDAL STATION DISK
 CK5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5785_SP_SET: CONCRETE POST
 CK5785_STAMPING: 0870 L 1978
 CK5785_MARK LOGO: NOS   
 CK5785_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5785+STABILITY: SURFACE MOTION
 CK5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5785+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 CK5785
 CK5785  HISTORY     - Date     Condition        Report By
 CK5785  HISTORY     - 1978     MONUMENTED       NOS
 CK5785  HISTORY     - 19910225 GOOD             NGS
 CK5785  HISTORY     - 20000514 GOOD             NOS
 CK5785  HISTORY     - 20010513 GOOD             NOS
 CK5785  HISTORY     - 20021220 GOOD             USPSQD
 CK5785  HISTORY     - 20050226 GOOD             USPSQD
 CK5785
 CK5785                          STATION DESCRIPTION
 CK5785
 CK5785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CK5785'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK5785'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.2 KM (0.7 MI) NORTHERLY
 CK5785'ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, 123.0 M
 CK5785'(403.5 FT) WEST OF THE ROAD CENTERLINE, 32.5 M (106.6 FT) SOUTHEAST
 CK5785'OF THE CENTER OF A TRACK ROAD, 7.4 M (24.3 FT) SOUTHWEST OF THE
 CK5785'CENTERLINE OF A ROAD LEADING TO THE TYBEE COAST GUARD STATION, 2.1 M
 CK5785'(6.9 FT) SOUTHEAST OF A 14-INCH PALM TREE, 1.6 M (5.2 FT)
 CK5785'WEST-SOUTHWEST OF A 12-INCH PALM TREE, 0.3 M (1.0 FT) BELOW THE LEVEL
 CK5785'OF THE TYBEE COAST GUARD STATION ENTRANCE ROAD, 0.2 M (0.7 FT)
 CK5785'NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 CK5785'SURFACE.
 CK5785
 CK5785                          STATION RECOVERY (2000)
 CK5785
 CK5785'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (KLD)
 CK5785'RECOVERED AS DESCRIBED.
 CK5785
 CK5785                          STATION RECOVERY (2001)
 CK5785
 CK5785'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK5785'RECOVERED AS DESCRIBED.
 CK5785
 CK5785                          STATION RECOVERY (2002)
 CK5785
 CK5785'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK5785'RECOVERED IN GOOD CONDITION.
 CK5785
 CK5785                          STATION RECOVERY (2005)
 CK5785
 CK5785'RECOVERY NOTE BY US POWER SQUADRON 2005 (JPW)
 CK5785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG4147 ***********************************************************************
 DG4147  DESIGNATION -  867 0870 M TIDAL
 DG4147  PID         -  DG4147
 DG4147  STATE/COUNTY-  GA/CHATHAM
 DG4147  USGS QUAD   -  FORT PULASKI (1978)
 DG4147
 DG4147                         *CURRENT SURVEY CONTROL
 DG4147  ___________________________________________________________________
 DG4147* NAD 83(1986)-  32 01 46.     (N)    080 53 55.     (W)     SCALED    
 DG4147* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 DG4147  ___________________________________________________________________
 DG4147  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DG4147  DYNAMIC HT  -           2.109 (meters)       6.92  (feet)  COMP
 DG4147  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DG4147
 DG4147  VERT ORDER  -  SECOND    CLASS I
 DG4147
 DG4147.The horizontal coordinates were scaled from a topographic map and have
 DG4147.an estimated accuracy of +/- 6 seconds.
 DG4147
 DG4147.The orthometric height was determined by differential leveling
 DG4147.and adjusted by the National Geodetic Survey in August 2006..
 DG4147
 DG4147.The geoid height was determined by GEOID03.
 DG4147
 DG4147.The dynamic height is computed by dividing the NAVD 88
 DG4147.geopotential number by the normal gravity value computed on the
 DG4147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4147.degrees latitude (g = 980.6199 gals.).
 DG4147
 DG4147.The modeled gravity was interpolated from observed gravity values.
 DG4147
 DG4147;                    North         East    Units  Estimated Accuracy
 DG4147;SPC GA E     -   225,690.      319,780.      MT  (+/- 180 meters Scaled)
 DG4147
 DG4147                          SUPERSEDED SURVEY CONTROL
 DG4147
 DG4147.No superseded survey control is available for this station.
 DG4147
 DG4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR095437(NAD 83)
 DG4147_MARKER: DJ = TIDAL STATION DISK
 DG4147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG4147+WITH SETTING: PAVEMENT
 DG4147_SP_SET: OLD GUY WIRE FOUNDATION
 DG4147_STAMPING: 0870 M 2001
 DG4147_MARK LOGO: NOS   
 DG4147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4147+STABILITY: SURFACE MOTION
 DG4147
 DG4147  HISTORY     - Date     Condition        Report By
 DG4147  HISTORY     - 2001     MONUMENTED       NOS
 DG4147
 DG4147                          STATION DESCRIPTION
 DG4147
 DG4147'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (JRS)
 DG4147'21.1 KM (13.10 MI) EASTERLY ALONG U.S.HIGHWAY 80 FROM THE INTERSECTIO
 DG4147'OF STATE HIGHWAY 204 IN SAVANNAH, THEN 1.2 KM (0.75 MI) NORTHERLY
 DG4147'ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, THEN 0.8 KM
 DG4147'(0.50 MI) WESTERLY ALONG THE TYBEE COAST GUARD STATION ENTRANCE ROAD,
 DG4147'AND NEAR THE NORTHERLY PART OF THE PARK PINIC AREA.  THE BENCH MARK IS
 DG4147'SET FLUSH IN A MASS OF CONCRETE (AN OLD GUY WIRE FOUNDATION) , 99.20 M
 DG4147'(325.46 FT) SE OF A POWER POLE (NO NUMBER) AND IN-LINE WITH THE COAST
 DG4147'GUARD RADIO TOWER, 62.85 M (206.20 FT) SW OF THE CENTERLINE OF THE
 DG4147'ROAD LEADING TO THE TYBEE COAST GUARD STATION, 31.14 M (102.17 FT)
 DG4147'EAST OF THE EAST CORNER OF A WHITE CINDERBLOCK PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0692 ***********************************************************************
 CK0692  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0692  DESIGNATION -  867 0870 TIDAL 1
 CK0692  PID         -  CK0692
 CK0692  STATE/COUNTY-  GA/CHATHAM
 CK0692  USGS QUAD   -  FORT PULASKI (1978)
 CK0692
 CK0692                         *CURRENT SURVEY CONTROL
 CK0692  ___________________________________________________________________
 CK0692* NAD 83(1986)-  32 01 26.     (N)    080 53 49.     (W)     SCALED    
 CK0692* NAVD 88     -         2.626  (meters)       8.62   (feet)  ADJUSTED  
 CK0692  ___________________________________________________________________
 CK0692  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0692  DYNAMIC HT  -           2.623 (meters)       8.61  (feet)  COMP
 CK0692  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CK0692
 CK0692  VERT ORDER  -  FIRST     CLASS I
 CK0692
 CK0692.The horizontal coordinates were scaled from a topographic map and have
 CK0692.an estimated accuracy of +/- 6 seconds.
 CK0692
 CK0692.The orthometric height was determined by differential leveling
 CK0692.and adjusted by the National Geodetic Survey in June 1991..
 CK0692.WARNING-Repeat measurements at this control monument indicate possible
 CK0692.vertical movement.
 CK0692
 CK0692.This Tidal Bench Mark is designated as VM 626
 CK0692.by the Center for Operational Oceanographic Products and Services.
 CK0692
 CK0692.This Tidal Bench Mark is designated as VM 629
 CK0692.by the Center for Operational Oceanographic Products and Services.
 CK0692
 CK0692.The geoid height was determined by GEOID03.
 CK0692
 CK0692.The dynamic height is computed by dividing the NAVD 88
 CK0692.geopotential number by the normal gravity value computed on the
 CK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0692.degrees latitude (g = 980.6199 gals.).
 CK0692
 CK0692.The modeled gravity was interpolated from observed gravity values.
 CK0692
 CK0692;                    North         East    Units  Estimated Accuracy
 CK0692;SPC GA E     -   225,070.      319,940.      MT  (+/- 180 meters Scaled)
 CK0692
 CK0692                          SUPERSEDED SURVEY CONTROL
 CK0692
 CK0692  NGVD 29 (09/01/92)    2.914  (m)            9.56   (f) ADJUSTED    1 1
 CK0692
 CK0692.Superseded values are not recommended for survey control.
 CK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0692.See file dsdata.txt to determine how the superseded data were derived.
 CK0692
 CK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR097430(NAD 83)
 CK0692_MARKER: DJ = TIDAL STATION DISK
 CK0692_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK0692_SP_SET: BRIDGE WINGWALL
 CK0692_STAMPING: NO 1 1949
 CK0692_MARK LOGO: CGS   
 CK0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0692+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 CK0692
 CK0692  HISTORY     - Date     Condition        Report By
 CK0692  HISTORY     - 1949     MONUMENTED       CGS
 CK0692  HISTORY     - 1955     GOOD             NGS
 CK0692  HISTORY     - 1974     GOOD             NGS
 CK0692  HISTORY     - 19910221 GOOD             NGS
 CK0692  HISTORY     - 20000514 GOOD             NOS
 CK0692  HISTORY     - 20010513 GOOD             NOS
 CK0692  HISTORY     - 20021220 GOOD             USPSQD
 CK0692  HISTORY     - 20050226 GOOD             USPSQD
 CK0692
 CK0692                          STATION DESCRIPTION
 CK0692
 CK0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0692'4.4 MI W FROM SAVANNAH BEACH.
 CK0692'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TOWER
 CK0692'AT SAVANNAH BEACH, THENCE ABOUT 0.45 MILE NORTH ALONG A BLACK TOP
 CK0692'ROAD LEADING TO FORT PULASKI, AT THE NORTH END OF CONCRETE
 CK0692'BRIDGE OVER SOUTH CHANNEL, IN THE TOP AND 35 FEET SOUTH OF NORTH
 CK0692'END OF EAST CONCRETE RAIL FOOTING OF RAILING EXTENDING NORTH
 CK0692'FROM NORTH ABUTMENT OF BRIDGE, 11 FEET EAST OF CENTER LINE OF
 CK0692'ROAD, 4.8 FEET NORTH OF NORTH END OF BRIDGE PROPER, 0.7 FOOT WEST
 CK0692'OF CONCRETE BANISTER AND 3/4 FEET ABOVE LEVEL OF ROAD.
 CK0692
 CK0692                          STATION RECOVERY (1974)
 CK0692
 CK0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0692'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 367 FROM THE WILMINGTON
 CK0692'ISLAND BAPTIST CHURCH AT WILMINGTON ISLAND, THENCE 4.1 MILES EAST
 CK0692'ALONG U. S. HIGHWAY 80, THENCE 0.4 MILE NORTH ALONG BLACK TOP ROAD TO
 CK0692'FORT PULASKI NATIONAL MONUMENT, AT THE NORTH END OF CONCRETE BRIDGE
 CK0692'OVER SOUTH CHANNEL, IN THE TOP AND 35 FEET SOUTH OF NORTH END OF EAST
 CK0692'CONCRETE RAIL FOOTING OF RAILING EXTENDING NORTH FROM NORTH ABUTMENT
 CK0692'OF BRIDGE, 11 FEET EAST OF CENTER LINE OF ROAD, 4.8 FEET NORTH OF
 CK0692'NORTH END OF BRIDGE, 0.7 FOOT WEST OF CONCRETE BANISTER AND 3/4 FOOT
 CK0692'ABOVE LEVEL OF ROAD.
 CK0692
 CK0692                          STATION RECOVERY (1991)
 CK0692
 CK0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0692'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK0692'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 0.7 KM (0.4 MI) NORTHERLY
 CK0692'ALONG THE FORT PULASKI NATIONAL PARK ENTRANCE ROAD, IN THE NORTH END
 CK0692'OF THE EAST CONCRETE WINGWALL OF A BRIDGE SPANNING SOUTH CHANNEL,
 CK0692'10.6 M (34.8 FT) SOUTH OF THE NORTH END OF THE EAST BRIDGE RAIL, 3.3
 CK0692'M (10.8 FT) EAST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE
 CK0692'LEVEL OF THE ROAD.
 CK0692
 CK0692                          STATION RECOVERY (2000)
 CK0692
 CK0692'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (KLD)
 CK0692'21.1 KM (13.10 MI) EASTERLY ALONG U.S.  HIGHWAY 80 FROM THE
 CK0692'INTERSECTION OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 0.7 KM (0.45 MI)
 CK0692'NORTHERLY ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, THE
 CK0692'BENCH MARK IS SET AT THE NORTH END OF THE EAST CONCRETE WINGWALL OF A
 CK0692'BRIDGE SPANNING THE SOUTH CHANNEL OF THE SAVANNAH RIVER, ALONG THE
 CK0692'ENTRANCE ROAD TO FORT PULASKI NATIONAL MONUMENT, 10.61 M (34.81 FT)
 CK0692'SOUTH OF THE NORTH END OF THE EAST BRIDGE RAIL, 3.29 M (10.79 FT) EAST
 CK0692'OF THE CENTERLINE OF THE BRIDGE, AND 0.21 M (0.69 FT) ABOVE THE LEVEL
 CK0692'OF THE ROAD.
 CK0692
 CK0692                          STATION RECOVERY (2001)
 CK0692
 CK0692'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK0692'RECOVERED AS DESCRIBED.
 CK0692
 CK0692                          STATION RECOVERY (2002)
 CK0692
 CK0692'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK0692'RECOVERED IN GOOD CONDITION.
 CK0692
 CK0692                          STATION RECOVERY (2005)
 CK0692
 CK0692'RECOVERY NOTE BY US POWER SQUADRON 2005 (JPW)
 CK0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0700 ***********************************************************************
 CK0700  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0700  DESIGNATION -  867 0870 TIDAL 11
 CK0700  PID         -  CK0700
 CK0700  STATE/COUNTY-  GA/CHATHAM
 CK0700  USGS QUAD   -  FORT PULASKI (1978)
 CK0700
 CK0700                         *CURRENT SURVEY CONTROL
 CK0700  ___________________________________________________________________
 CK0700* NAD 83(1986)-  32 02 00.     (N)    080 54 03.     (W)     SCALED    
 CK0700* NAVD 88     -         2.232  (meters)       7.32   (feet)  ADJUSTED  
 CK0700  ___________________________________________________________________
 CK0700  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0700  DYNAMIC HT  -           2.230 (meters)       7.32  (feet)  COMP
 CK0700  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 CK0700
 CK0700  VERT ORDER  -  SECOND    CLASS I
 CK0700
 CK0700.The horizontal coordinates were scaled from a topographic map and have
 CK0700.an estimated accuracy of +/- 6 seconds.
 CK0700
 CK0700.The orthometric height was determined by differential leveling
 CK0700.and adjusted by the National Geodetic Survey in February 2001..
 CK0700
 CK0700.This Tidal Bench Mark is designated as VM 628
 CK0700.by the Center for Operational Oceanographic Products and Services.
 CK0700
 CK0700.The geoid height was determined by GEOID03.
 CK0700
 CK0700.The dynamic height is computed by dividing the NAVD 88
 CK0700.geopotential number by the normal gravity value computed on the
 CK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0700.degrees latitude (g = 980.6199 gals.).
 CK0700
 CK0700.The modeled gravity was interpolated from observed gravity values.
 CK0700
 CK0700;                    North         East    Units  Estimated Accuracy
 CK0700;SPC GA E     -   226,110.      319,560.      MT  (+/- 180 meters Scaled)
 CK0700
 CK0700                          SUPERSEDED SURVEY CONTROL
 CK0700
 CK0700  NAVD 88 (05/20/94)    2.223  (m)            7.29   (f) UNKNOWN     1 1
 CK0700  NAVD 88 (06/15/91)    2.229  (m)            7.31   (f) UNKNOWN     1 1
 CK0700  NGVD 29 (09/01/92)    2.509  (m)            8.23   (f) ADJUSTED    1 1
 CK0700
 CK0700.Superseded values are not recommended for survey control.
 CK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0700.See file dsdata.txt to determine how the superseded data were derived.
 CK0700
 CK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR093441(NAD 83)
 CK0700_MARKER: DJ = TIDAL STATION DISK
 CK0700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0700_SP_SET: SLAB
 CK0700_STAMPING: 11 1944
 CK0700_MARK LOGO: CGS   
 CK0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0700+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 CK0700
 CK0700  HISTORY     - Date     Condition        Report By
 CK0700  HISTORY     - 1944     MONUMENTED       CGS
 CK0700  HISTORY     - 1955     GOOD             NGS
 CK0700  HISTORY     - 19910221 GOOD             NGS
 CK0700  HISTORY     - 20001031 GOOD             SCGS
 CK0700  HISTORY     - 20010513 GOOD             NOS
 CK0700  HISTORY     - 20021221 MARK NOT FOUND   USPSQD
 CK0700
 CK0700                          STATION DESCRIPTION
 CK0700
 CK0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0700'5.2 MI NW FROM SAVANNAH BEACH.
 CK0700'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TOWER
 CK0700'AT SAVANNAH BEACH, THENCE ABOUT 0.7 MILE NORTH ALONG A BLACK
 CK0700'TOP ROAD LEADING TO FORT PULASKI NATIONAL MONUMENT, THENCE
 CK0700'ABOUT 0.5 MILE WEST AND 0.1 MILE NORTH ALONG A BLACK TOP ROAD,
 CK0700'ABOUT 96 YARDS SOUTHEAST OF SOUTHEAST CORNER OF HOUSE OWNED
 CK0700'BY SAVANNAH RIVER PILOTS, 102 FEET EAST OF CENTER LINE OF ROAD,
 CK0700'85 FEET SOUTH OF CENTER LINE OF A TRAIL LEADING EAST ALONG
 CK0700'THE SOUTH BANK OF SAVANNAH RIVER, 184 1/2 FEET NORTHEAST OF A
 CK0700'FIRE HYDRANT, IN THE TOP OF THE NORTHEAST CORNER OF A 9 BY
 CK0700'1 3/4 FEET CONCRETE STEP (FORMER STEP TO RECREATION BUILDING),
 CK0700'AND 1/2 FOOT ABOVE GROUND.
 CK0700
 CK0700                          STATION RECOVERY (1991)
 CK0700
 CK0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0700'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK0700'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.2 KM (0.7 MI) NORTHERLY
 CK0700'ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, THENCE 0.8 KM
 CK0700'(0.5 MI) WESTERLY ALONG THE TYBEE COAST GUARD STATION ENTRANCE ROAD,
 CK0700'THENCE 0.1 KM (0.1 MI) NORTHERLY ALONG THE SAVANNAH BAR PILOT HOUSE
 CK0700'ENTRANCE ROAD, NEAR THE NORTHEAST CORNER OF A 2 BY 9 FOOT CONCRETE
 CK0700'SLAB THAT WAS ONCE A STEP AT THE ENTRANCE TO A RECREATION HALL, 31.2
 CK0700'M (102.4 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD, 23.0 M
 CK0700'(75.5 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO THE
 CK0700'PILOT HOUSE, 3.4 M (11.2 FT) NORTH-NORTHEAST OF A WITNESS POST, AND
 CK0700'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 CK0700
 CK0700                          STATION RECOVERY (2000)
 CK0700
 CK0700'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK0700'RECOVERED AS DESCRIBED.
 CK0700
 CK0700                          STATION RECOVERY (2001)
 CK0700
 CK0700'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK0700'RECOVERED AS DESCRIBED.
 CK0700
 CK0700                          STATION RECOVERY (2002)
 CK0700
 CK0700'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0691 ***********************************************************************
 CK0691  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0691  DESIGNATION -  867 0870 TIDAL 2
 CK0691  PID         -  CK0691
 CK0691  STATE/COUNTY-  GA/CHATHAM
 CK0691  USGS QUAD   -  FORT PULASKI (1978)
 CK0691
 CK0691                         *CURRENT SURVEY CONTROL
 CK0691  ___________________________________________________________________
 CK0691* NAD 83(1986)-  32 01 16.     (N)    080 53 54.     (W)     SCALED    
 CK0691* NAVD 88     -         2.574  (meters)       8.44   (feet)  ADJUSTED  
 CK0691  ___________________________________________________________________
 CK0691  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0691  DYNAMIC HT  -           2.571 (meters)       8.44  (feet)  COMP
 CK0691  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CK0691
 CK0691  VERT ORDER  -  FIRST     CLASS I
 CK0691
 CK0691.The horizontal coordinates were scaled from a topographic map and have
 CK0691.an estimated accuracy of +/- 6 seconds.
 CK0691
 CK0691.The orthometric height was determined by differential leveling
 CK0691.and adjusted by the National Geodetic Survey in May 1994..
 CK0691.WARNING-Repeat measurements at this control monument indicate possible
 CK0691.vertical movement.
 CK0691
 CK0691.This Tidal Bench Mark is designated as VM 630
 CK0691.by the Center for Operational Oceanographic Products and Services.
 CK0691
 CK0691.The geoid height was determined by GEOID03.
 CK0691
 CK0691.The dynamic height is computed by dividing the NAVD 88
 CK0691.geopotential number by the normal gravity value computed on the
 CK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0691.degrees latitude (g = 980.6199 gals.).
 CK0691
 CK0691.The modeled gravity was interpolated from observed gravity values.
 CK0691
 CK0691;                    North         East    Units  Estimated Accuracy
 CK0691;SPC GA E     -   224,760.      319,810.      MT  (+/- 180 meters Scaled)
 CK0691
 CK0691                          SUPERSEDED SURVEY CONTROL
 CK0691
 CK0691  NAVD 88 (06/15/91)    2.582  (m)            8.47   (f) UNKNOWN     1 1
 CK0691  NGVD 29 (09/01/92)    2.862  (m)            9.39   (f) ADJUSTED    1 1
 CK0691
 CK0691.Superseded values are not recommended for survey control.
 CK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0691.See file dsdata.txt to determine how the superseded data were derived.
 CK0691
 CK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR096427(NAD 83)
 CK0691_MARKER: DJ = TIDAL STATION DISK
 CK0691_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK0691_SP_SET: BRIDGE WINGWALL
 CK0691_STAMPING: NO. 2 1949
 CK0691_MARK LOGO: CGS   
 CK0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0691+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 CK0691
 CK0691  HISTORY     - Date     Condition        Report By
 CK0691  HISTORY     - 1949     MONUMENTED       CGS
 CK0691  HISTORY     - 1955     GOOD             NGS
 CK0691  HISTORY     - 1974     GOOD             NGS
 CK0691  HISTORY     - 19910221 GOOD             NGS
 CK0691  HISTORY     - 20000514 GOOD             NOS
 CK0691  HISTORY     - 20010513 GOOD             NOS
 CK0691  HISTORY     - 20021221 GOOD             USPSQD
 CK0691  HISTORY     - 20050226 GOOD             USPSQD
 CK0691
 CK0691                          STATION DESCRIPTION
 CK0691
 CK0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0691'4 MI W FROM SAVANNAH BEACH.
 CK0691'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TOWER
 CK0691'AT SAVANNAH BEACH, THENCE ABOUT 0.15 MILE NORTH ALONG A BLACK
 CK0691'TOP ROAD LEADING TO FORT PULASKI NATIONAL MONUMENT, AT THE SOUTH
 CK0691'END OF CONCRETE BRIDGE OVER SOUTH CHANNEL, IN THE TOP AND 31 FEET
 CK0691'NORTH OF SOUTH END OF THE EAST CONCRETE RAIL FOOTING OF RAILING
 CK0691'EXTENDING SOUTH FROM SOUTH ABUTMENT OF BRIDGE, 11 FEET EAST OF
 CK0691'CENTER LINE OF ROAD, 8 1/2 FEET SOUTH OF SOUTH END OF BRIDGE
 CK0691'PROPER, 0.6 FOOT WEST OF CONCRETE BANISTER AND 3/4 FEET ABOVE
 CK0691'LEVEL OF ROAD.
 CK0691
 CK0691                          STATION RECOVERY (1974)
 CK0691
 CK0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0691'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 367 FROM THE WILMINGTON
 CK0691'ISLAND BAPTIST CHURCH AT WILMINGTON ISLAND, THENCE 4.1 MILES EAST
 CK0691'ALONG U. S. HIGHWAY 80, THENCE 0.15 MILE NORTH ALONG BLACK TOP ROAD TO
 CK0691'FORT PULASKI NATIONAL MONUMENT, AT THE SOUTH END OF CONCRETE BRIDGE
 CK0691'OVER SOUTH CHANNEL, IN THE TOP AND 31 FEET NORTH OF SOUTH END OF THE
 CK0691'EAST CONCRETE RAIL FOOTING OF RAILING EXTENDING SOUTH FROM SOUTH
 CK0691'ABUTMENT OF BRIDGE, 11 FEET EAST OF CENTER LINE OF ROAD, 8 1/2 FEET
 CK0691'SOUTH OF SOUTH END OF BRIDGE, 0.6 FOOT WEST OF CONCRETE BANISTER AND
 CK0691'3/4 FOOT ABOVE LEVEL OF ROAD.
 CK0691
 CK0691                          STATION RECOVERY (1991)
 CK0691
 CK0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0691'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK0691'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 0.3 KM (0.2 MI) NORTHERLY
 CK0691'ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, IN THE SOUTH
 CK0691'END OF THE EAST CONCRETE WINGWALL OF A BRIDGE SPANNING SOUTH CHANNEL,
 CK0691'9.5 M (31.2 FT) NORTH OF THE SOUTH END OF THE EAST BRIDGE RAIL, 3.4 M
 CK0691'(11.2 FT) EAST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE
 CK0691'LEVEL OF THE ROAD.
 CK0691
 CK0691                          STATION RECOVERY (2000)
 CK0691
 CK0691'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (KLD)
 CK0691'21.1 KM (13.10 MI) EASTERLY ALONG U.S.  HIGHWAY 80 FROM THE
 CK0691'INTERSECTION OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 0.3 KM (0.20 MI)
 CK0691'NORTHERLY ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, THE
 CK0691'BENCH MARK IS SET IN THE SOUTH END OF THE EAST CONCRETE WINGWALL OF A
 CK0691'BRIDGE SPANNING THE SOUTH CHANNEL OF THE SAVANNAH RIVER, ALONG THE
 CK0691'ENTRANCE ROAD TO FORT PULASKI NATIONAL MONUMENT, 9.51 M (31.20 FT)
 CK0691'NORTH OF THE SOUTH END OF THE BRIDGE RAIL, 3.41 M (11.19 FT) EAST OF
 CK0691'THE ROAD CENTERLINE, AND 0.21 M (0.69 FT) ABOVE THE LEVEL OF THE ROAD.
 CK0691
 CK0691                          STATION RECOVERY (2001)
 CK0691
 CK0691'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK0691'RECOVERED AS DESCRIBED.
 CK0691
 CK0691                          STATION RECOVERY (2002)
 CK0691
 CK0691'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK0691'RECOVERED IN GOOD CONDITION.
 CK0691
 CK0691                          STATION RECOVERY (2005)
 CK0691
 CK0691'RECOVERY NOTE BY US POWER SQUADRON 2005 (JPW)
 CK0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0697 ***********************************************************************
 CK0697  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0697  DESIGNATION -  867 0870 TIDAL 5
 CK0697  PID         -  CK0697
 CK0697  STATE/COUNTY-  GA/CHATHAM
 CK0697  USGS QUAD   -  FORT PULASKI (1978)
 CK0697
 CK0697                         *CURRENT SURVEY CONTROL
 CK0697  ___________________________________________________________________
 CK0697* NAD 83(1986)-  32 02 01.     (N)    080 54 08.     (W)     SCALED    
 CK0697* NAVD 88     -         2.572  (meters)       8.44   (feet)  ADJUSTED  
 CK0697  ___________________________________________________________________
 CK0697  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0697  DYNAMIC HT  -           2.569 (meters)       8.43  (feet)  COMP
 CK0697  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CK0697
 CK0697  VERT ORDER  -  SECOND    CLASS I
 CK0697
 CK0697.The horizontal coordinates were scaled from a topographic map and have
 CK0697.an estimated accuracy of +/- 6 seconds.
 CK0697
 CK0697.The orthometric height was determined by differential leveling
 CK0697.and adjusted by the National Geodetic Survey in February 2001..
 CK0697
 CK0697.This Tidal Bench Mark is designated as VM 625
 CK0697.by the Center for Operational Oceanographic Products and Services.
 CK0697
 CK0697.The geoid height was determined by GEOID03.
 CK0697
 CK0697.The dynamic height is computed by dividing the NAVD 88
 CK0697.geopotential number by the normal gravity value computed on the
 CK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0697.degrees latitude (g = 980.6199 gals.).
 CK0697
 CK0697.The modeled gravity was interpolated from observed gravity values.
 CK0697
 CK0697;                    North         East    Units  Estimated Accuracy
 CK0697;SPC GA E     -   226,140.      319,430.      MT  (+/- 180 meters Scaled)
 CK0697
 CK0697                          SUPERSEDED SURVEY CONTROL
 CK0697
 CK0697  NAVD 88 (05/20/94)    2.580  (m)            8.46   (f) UNKNOWN     1 1
 CK0697  NAVD 88 (06/15/91)    2.585  (m)            8.48   (f) UNKNOWN     1 1
 CK0697  NGVD 29 (09/01/92)    2.865  (m)            9.40   (f) ADJUSTED    1 1
 CK0697
 CK0697.Superseded values are not recommended for survey control.
 CK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0697.See file dsdata.txt to determine how the superseded data were derived.
 CK0697
 CK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR092441(NAD 83)
 CK0697_MARKER: DJ = TIDAL STATION DISK
 CK0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0697_SP_SET: CONCRETE POST
 CK0697_STAMPING: 5
 CK0697_MARK LOGO: CGS   
 CK0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0697+STABILITY: SURFACE MOTION
 CK0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0697+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 CK0697
 CK0697  HISTORY     - Date     Condition        Report By
 CK0697  HISTORY     - 1939     MONUMENTED       CGS
 CK0697  HISTORY     - 1955     GOOD             NGS
 CK0697  HISTORY     - 1971     GOOD             NGS
 CK0697  HISTORY     - 1974     GOOD             NGS
 CK0697  HISTORY     - 19910221 GOOD             NGS
 CK0697  HISTORY     - 20001031 GOOD             SCGS
 CK0697  HISTORY     - 20010513 GOOD             NOS
 CK0697  HISTORY     - 20021221 GOOD             USPSQD
 CK0697
 CK0697                          STATION DESCRIPTION
 CK0697
 CK0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0697'5.2 MI NW FROM SAVANNAH BEACH.
 CK0697'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TOWER
 CK0697'AT SAVANNAH BEACH, THENCE ABOUT 0.7 MILE NORTH ALONG A BLACK
 CK0697'TOP ROAD LEADING TO FORT PULASKI NATIONAL MONUMENT, THENCE
 CK0697'ABOUT 0.5 MILE WEST AND ABOUT 0.15 MILE NORTH AND WEST ALONG
 CK0697'A BLACK TOP ROAD, ON SOUTH BANK OF SAVANNAH RIVER, 72 FEET
 CK0697'SOUTHWEST OF SOUTHWEST CORNER OF A HOUSE OWNED BY SAVANNAH RIVER
 CK0697'PILOTS, 21 FEET SOUTH OF CENTER LINE OF ROAD, 26 FEET EAST
 CK0697'OF CENTER LINE OF A CONCRETE WALK LEADING SOUTH, 77 FEET
 CK0697'SOUTH-SOUTHEAST AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF
 CK0697'CONCRETE FOUNDATION WHICH EXTENDS WEST FROM PILOTS HOUSE, ABOUT
 CK0697'1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 CK0697'FLUSH WITH GROUND.  NOTE-- MARK IS 82.0 FEET WEST OF UTILITY
 CK0697'POLE S-62.
 CK0697
 CK0697                          STATION RECOVERY (1971)
 CK0697
 CK0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CK0697'RECOVERED IN GOOD CONDITION.
 CK0697
 CK0697                          STATION RECOVERY (1974)
 CK0697
 CK0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0697'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 367 FROM THE WILMINGTON
 CK0697'ISLAND BAPTIST CHURCH AT WILMINGTON ISLAND, THENCE 4.1 MILES EAST
 CK0697'ALONG U. S. HIGHWAY 80, THENCE 0.7 MILES NORTH ALONG A BLACK TOP ROAD
 CK0697'LEADING TO FORT PULASKI NATIONAL MONUMENT, THENCE 0.55 MILES WEST
 CK0697'ALONG A BLACK TOP ROAD, 19 FEET SOUTH OF CENTER LINE OF ROAD, 86.8
 CK0697'FEET SOUTHEAST OF SOUTHEAST CORNER OF SAVANNAH BAR PILOT INC.
 CK0697'BUILDING, 81.8 FEET WEST OF A POWER POLE, 255.6 FEET WEST OF TIDAL
 CK0697'BENCH MARK 10, 76 FEET NORTHEAST OF A 60-INCH OAK TREE, 6 INCHES ABOVE
 CK0697'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CK0697'THE GROUND.
 CK0697
 CK0697                          STATION RECOVERY (1991)
 CK0697
 CK0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0697'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK0697'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.2 KM (0.7 MI) NORTHERLY
 CK0697'ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD, THENCE 0.8 KM
 CK0697'(0.5 MI) WESTERLY ALONG THE TYBEE COAST GUARD STATION ENTRANCE ROAD,
 CK0697'THENCE 0.1 KM (0.1 MI) NORTHERLY ALONG THE SAVANNAH BAR PILOT HOUSE
 CK0697'ENTRANCE ROAD, THENCE 0.1 KM (0.1 MI) WESTERLY ALONG A DRIVEWAY, 26.5
 CK0697'M (86.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAVANNAH BAR
 CK0697'PILOT HOUSE, 25.3 M (83.0 FT) WEST OF A UTILITY POLE, 6.1 M
 CK0697'(20.0 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE DRIVEWAY, 1.9 M
 CK0697'(6.2 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 CK0697'THE GROUND SURFACE.
 CK0697
 CK0697                          STATION RECOVERY (2000)
 CK0697
 CK0697'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK0697'RECOVERED AS DESCRIBED.
 CK0697
 CK0697                          STATION RECOVERY (2001)
 CK0697
 CK0697'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK0697'RECOVERED AS DESCRIBED.
 CK0697
 CK0697                          STATION RECOVERY (2002)
 CK0697
 CK0697'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0696 ***********************************************************************
 CK0696  DESIGNATION -  867 0870 TIDAL 6
 CK0696  PID         -  CK0696
 CK0696  STATE/COUNTY-  GA/CHATHAM
 CK0696  USGS QUAD   -  FORT PULASKI (1978)
 CK0696
 CK0696                         *CURRENT SURVEY CONTROL
 CK0696  ___________________________________________________________________
 CK0696* NAD 83(1986)-  32 02 02.     (N)    080 54 07.     (W)     SCALED    
 CK0696* NAVD 88     -         1.929  (meters)       6.33   (feet)  POSTED    
 CK0696  ___________________________________________________________________
 CK0696  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0696  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 CK0696  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CK0696
 CK0696  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CK0696
 CK0696.The horizontal coordinates were scaled from a topographic map and have
 CK0696.an estimated accuracy of +/- 6 seconds.
 CK0696
 CK0696.The orthometric height was determined by differential leveling
 CK0696.and adjusted by the National Geodetic Survey in 1992..
 CK0696.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CK0696.rate greater than 8.0 mm/km.
 CK0696
 CK0696.The geoid height was determined by GEOID03.
 CK0696
 CK0696.The dynamic height is computed by dividing the NAVD 88
 CK0696.geopotential number by the normal gravity value computed on the
 CK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0696.degrees latitude (g = 980.6199 gals.).
 CK0696
 CK0696.The modeled gravity was interpolated from observed gravity values.
 CK0696
 CK0696;                    North         East    Units  Estimated Accuracy
 CK0696;SPC GA E     -   226,170.      319,460.      MT  (+/- 180 meters Scaled)
 CK0696
 CK0696                          SUPERSEDED SURVEY CONTROL
 CK0696
 CK0696  NGVD 29 (03/21/89)    2.209  (m)            7.25   (f) ADJUSTED    1 2
 CK0696
 CK0696.Superseded values are not recommended for survey control.
 CK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0696.See file dsdata.txt to determine how the superseded data were derived.
 CK0696
 CK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR092441(NAD 83)
 CK0696_MARKER: DJ = TIDAL STATION DISK
 CK0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0696_STAMPING: 6
 CK0696_MARK LOGO: NONE  
 CK0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0696+STABILITY: SURFACE MOTION
 CK0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0696+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2002
 CK0696
 CK0696  HISTORY     - Date     Condition        Report By
 CK0696  HISTORY     - 1939     MONUMENTED       CGS
 CK0696  HISTORY     - 1955     GOOD             NGS
 CK0696  HISTORY     - 19910221 MARK NOT FOUND   NGS
 CK0696  HISTORY     - 20000514 GOOD             NOS
 CK0696  HISTORY     - 20021221 GOOD             USPSQD
 CK0696
 CK0696                          STATION DESCRIPTION
 CK0696
 CK0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0696'5.2 MI NW FROM SAVANNAH BEACH.
 CK0696'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TOWER
 CK0696'AT SAVANNAH BEACH, THENCE ABOUT 0.7 MILE NORTH ALONG A BLACK
 CK0696'TOP ROAD LEADING TO FORT PULASKI NATIONAL MONUMENT, THENCE ABOUT
 CK0696'0.5 MILE WEST AND 0.15 MILE NORTH AND WEST ALONG A BLACK TOP
 CK0696'ROAD, ABOUT 85 FEET SOUTH OF SOUTH BANK OF SAVANNAH RIVER, 173
 CK0696'FEET WEST OF SOUTHWEST CORNER OF A HOUSE OWNED BY SAVANNAH
 CK0696'RIVER PILOTS, 82 1/2 FEET WEST OF A FIRE HYDRANT, NEAR THE
 CK0696'CENTER LINE OF AND NEAR DEAD END OF ROAD, 81 FEET NORTHWEST
 CK0696'OF A POWER POLE WITH 2 GUY WIRES, 77 FEET EAST OF NORTHEAST
 CK0696'CORNER OF SMALL CONCRETE BUILDING NO. 12, 71 FEET SOUTH-SOUTHWEST
 CK0696'OF SOUTHWEST CORNER OF SMALL CONCRETE BUILDING NO. 11, AND SET
 CK0696'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 CK0696
 CK0696                          STATION RECOVERY (1991)
 CK0696
 CK0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0696'MARK NOT FOUND.
 CK0696
 CK0696                          STATION RECOVERY (2000)
 CK0696
 CK0696'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (KLD)
 CK0696'21.1 KM (13.10 MI) EASTERLY ALONG U.S.  HIGHWAY 80 FROM THE
 CK0696'INTERSECTION OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.2 KM (0.75 MI)
 CK0696'NORTHERLY ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD,
 CK0696'THENCE 0.8 KM (0.50 MI) WEST AND 0.24 KM (0.15 MI) NORTH AND WEST
 CK0696'ALONG A BLACK TOP ROAD, THE BENCH MARK IS SET IN THE TOP OF A CONCRETE
 CK0696'MONUMENT 52.7 M (172.9 FT) WEST OF THE SW CORNER OF A HOUSE OWNED BY
 CK0696'THE SAVANNAH BAR PILOTS, 25.9 M (85.0 FT) SOUTH OF THE SOUTH BANK OF
 CK0696'THE SAVANNAH RIVER, 25.2 M (82.7 FT) WEST OF A FIRE HYDRANT, NEAR THE
 CK0696'CENTERLINE OF AND NEAR THE DEAD END OF A ROAD, 25 M (82.0 FT) NW OF A
 CK0696'POWER POLE WITH TWO GUY WIRES, 23 M (75.5 FT) EAST OF THE NE CORNER OF
 CK0696'A SMALL CONCRETE BUILDING NO.  12, 22 M (72.2 FT) SSW OF THE SW CORNER
 CK0696'OF A SMALL CONCRETE BUILDING NO.  11, AND AT GROUND LEVEL.
 CK0696
 CK0696                          STATION RECOVERY (2002)
 CK0696
 CK0696'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0695 ***********************************************************************
 CK0695  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0695  DESIGNATION -  867 0870 TIDAL 7
 CK0695  PID         -  CK0695
 CK0695  STATE/COUNTY-  GA/CHATHAM
 CK0695  USGS QUAD   -  FORT PULASKI (1978)
 CK0695
 CK0695                         *CURRENT SURVEY CONTROL
 CK0695  ___________________________________________________________________
 CK0695* NAD 83(1986)-  32 02 01.     (N)    080 54 08.     (W)     SCALED    
 CK0695* NAVD 88     -         2.023  (meters)       6.64   (feet)  ADJUSTED  
 CK0695  ___________________________________________________________________
 CK0695  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK0695  DYNAMIC HT  -           2.020 (meters)       6.63  (feet)  COMP
 CK0695  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CK0695
 CK0695  VERT ORDER  -  SECOND    CLASS I
 CK0695
 CK0695.The horizontal coordinates were scaled from a topographic map and have
 CK0695.an estimated accuracy of +/- 6 seconds.
 CK0695
 CK0695.The orthometric height was determined by differential leveling
 CK0695.and adjusted by the National Geodetic Survey in April 2001..
 CK0695
 CK0695.This Tidal Bench Mark is designated as VM 627
 CK0695.by the Center for Operational Oceanographic Products and Services.
 CK0695
 CK0695.The geoid height was determined by GEOID03.
 CK0695
 CK0695.The dynamic height is computed by dividing the NAVD 88
 CK0695.geopotential number by the normal gravity value computed on the
 CK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0695.degrees latitude (g = 980.6199 gals.).
 CK0695
 CK0695.The modeled gravity was interpolated from observed gravity values.
 CK0695
 CK0695;                    North         East    Units  Estimated Accuracy
 CK0695;SPC GA E     -   226,140.      319,430.      MT  (+/- 180 meters Scaled)
 CK0695
 CK0695                          SUPERSEDED SURVEY CONTROL
 CK0695
 CK0695  NAVD 88 (06/15/91)    2.047  (m)            6.72   (f) UNKNOWN     1 1
 CK0695  NGVD 29 (03/21/89)    2.328  (m)            7.64   (f) ADJUSTED    1 1
 CK0695
 CK0695.Superseded values are not recommended for survey control.
 CK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0695.See file dsdata.txt to determine how the superseded data were derived.
 CK0695
 CK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR092441(NAD 83)
 CK0695_MARKER: DJ = TIDAL STATION DISK
 CK0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0695_SP_SET: FOUNDATION
 CK0695_STAMPING: 7
 CK0695_MARK LOGO: NONE  
 CK0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0695+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2001
 CK0695
 CK0695  HISTORY     - Date     Condition        Report By
 CK0695  HISTORY     - 1940     MONUMENTED       CGS
 CK0695  HISTORY     - 1955     GOOD             NGS
 CK0695  HISTORY     - 1974     GOOD             NGS
 CK0695  HISTORY     - 19910221 MARK NOT FOUND   NGS
 CK0695  HISTORY     - 20000514 GOOD             NOS
 CK0695  HISTORY     - 20010513 GOOD             NOS
 CK0695
 CK0695                          STATION DESCRIPTION
 CK0695
 CK0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0695'5.2 MI NW FROM SAVANNAH BEACH.
 CK0695'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE WATER TOWER
 CK0695'AT SAVANNAH BEACH, THENCE ABOUT 0.7 MILE NORTH ALONG A BLACK
 CK0695'TOP ROAD LEADING TO FORT PULASKI NATIONAL MONUMENT, THENCE
 CK0695'ABOUT 0.5 MILE WEST AND ABOUT 0.15 MILE NORTH AND WEST ALONG
 CK0695'A BLACK TOP ROAD, ABOUT 120 YARDS SOUTHWEST OF HOUSE OWNED
 CK0695'BY SAVANNAH RIVER PILOTS, 196 FEET SOUTHWEST OF BENCH MARK TIDAL
 CK0695'6, IN THE TOP OF THE NORTHEAST CORNER OF CONCRETE FOUNDATION OF
 CK0695'THE WEST ONE OF TWO HOUSES AND ABOUT LEVEL WITH GROUND.
 CK0695
 CK0695                          STATION RECOVERY (1974)
 CK0695
 CK0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0695'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 367 FROM THE WILMINGTON
 CK0695'ISLAND BAPTIST CHURCH AT WILMINGTON ISLAND, THENCE 4.1 MILES EAST
 CK0695'ALONG U. S. HIGHWAY 80, THENCE 0.7 MILE NORTH ALONG A BLACK TOP ROAD
 CK0695'LEADING TO FORT PULASKI NATIONAL MONUMENT, THENCE 0.55 MILE WEST ALONG
 CK0695'A BLACK TOP ROAD, 199.7 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 CK0695'OF THE SAVANNAH BAR PILOT INC. BUILDING, 286.6 FEET NORTHWEST OF THE
 CK0695'NORTHWEST CORNER OF THE PARK RANGERS GARAGE, SET IN THE TOP OF THE
 CK0695'NORTHEAST CORNER OF CONCRETE FOUNDATION OF THE PARK RANGERS RESIDENCE
 CK0695'AND ABOUT LEVEL WITH THE GROUND.  NOTE-- PART OF THE SOUTH SIDE OF THE
 CK0695'DISK IS COVERED BY THE CORNER OF THE HOUSE BUT THE MARK APPEARS TO BE
 CK0695'IN GOOD CONDITION.  A TAPE MAY HAVE TO BE HELD TO THE MARK INSTEAD OF
 CK0695'A ROD.
 CK0695
 CK0695                          STATION RECOVERY (1991)
 CK0695
 CK0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0695'MARK NOT FOUND.
 CK0695
 CK0695                          STATION RECOVERY (2000)
 CK0695
 CK0695'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (KLD)
 CK0695'21.1 KM (13.10 MI) EASTERLY ALONG U.S.  HIGHWAY 80 FROM THE
 CK0695'INTERSECTION OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.2 KM (0.75 MI)
 CK0695'NORTHERLY ALONG THE FORT PULASKI NATIONAL MONUMENT ENTRANCE ROAD,
 CK0695'THENCE 0.9 KM (0.55 MI) WEST ALONG A BLACK TOP ROAD, THE BENCH MARK IS
 CK0695'SET FLUSH IN THE NE CORNER OF THE CEMENT FOUNDATION OF THE PARK
 CK0695'RANGERS HOUSE, 60.87 M (199.70 FT) SSW OF THE SW CORNER OF THE
 CK0695'SAVANNAH BAR PILOTS BUILDING, 87.36 M (286.61 FT) NW OF THE NW CORNER
 CK0695'OF THE PARK RANGERS GARAGE, AND AT GROUND LEVEL.  NOTE--PART OF THE
 CK0695'SOUTH SIDE OF THE DISK IS COVERED BY THE CORNER OF THE HOUSE BUT THE
 CK0695'MARK APPEARS TO BE IN GOOD CONDITION.  A TAPE MAY HAVE TO BE USED
 CK0695'INSTEAD OF A ROD.
 CK0695
 CK0695                          STATION RECOVERY (2001)
 CK0695
 CK0695'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 CK0695'RECOVERED AS DESCRIBED. RAD/NOS 05/13/01
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1722 ***********************************************************************
 BR1722  DESIGNATION -  867 2081 TIDAL 4
 BR1722  PID         -  BR1722
 BR1722  STATE/COUNTY-  GA/CHATHAM
 BR1722  USGS QUAD   -  RICHMOND HILL (1997)
 BR1722
 BR1722                         *CURRENT SURVEY CONTROL
 BR1722  ___________________________________________________________________
 BR1722* NAD 83(1994)-  31 58 44.48201(N)    081 17 18.57605(W)     ADJUSTED  
 BR1722* NAVD 88     -         5.662  (meters)      18.58   (feet)  ADJUSTED  
 BR1722  ___________________________________________________________________
 BR1722  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1722  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR1722  DYNAMIC HT  -           5.655 (meters)      18.55  (feet)  COMP
 BR1722  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 BR1722
 BR1722  HORZ ORDER  -  SECOND
 BR1722  VERT ORDER  -  FIRST     CLASS II
 BR1722
 BR1722.The horizontal coordinates were established by classical geodetic methods
 BR1722.and adjusted by the National Geodetic Survey in September 1997..
 BR1722
 BR1722.The orthometric height was determined by differential leveling
 BR1722.and adjusted by the National Geodetic Survey in May 1994..
 BR1722
 BR1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1722
 BR1722.The geoid height was determined by GEOID03.
 BR1722
 BR1722.The dynamic height is computed by dividing the NAVD 88
 BR1722.geopotential number by the normal gravity value computed on the
 BR1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1722.degrees latitude (g = 980.6199 gals.).
 BR1722
 BR1722.The modeled gravity was interpolated from observed gravity values.
 BR1722
 BR1722;                    North         East     Units Scale Factor Converg.
 BR1722;SPC GA E     -   219,727.860   282,993.381   MT  0.99998492   +0 27 54.4
 BR1722;SPC GA E     -   720,890.49    928,454.12   sFT  0.99998492   +0 27 54.4
 BR1722;UTM  17      - 3,538,146.872   472,744.008   MT  0.99960916   -0 09 10.0
 BR1722
 BR1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1722!SPC GA E     -   1.00000396  x   0.99998492  =   0.99998888
 BR1722!UTM  17      -   1.00000396  x   0.99960916  =   0.99961312
 BR1722
 BR1722                          SUPERSEDED SURVEY CONTROL
 BR1722
 BR1722  NAD 83(1986)-  31 58 44.49363(N)    081 17 18.58731(W) AD(       ) 2
 BR1722  NGVD 29 (09/01/92)    5.942  (m)           19.49   (f) ADJUSTED    1 2
 BR1722
 BR1722.Superseded values are not recommended for survey control.
 BR1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1722.See file dsdata.txt to determine how the superseded data were derived.
 BR1722
 BR1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7274438147(NAD 83)
 BR1722_MARKER: DJ = TIDAL STATION DISK
 BR1722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BR1722_SP_SET: CURB
 BR1722_STAMPING: TIDAL NO. 4 1958
 BR1722_MARK LOGO: CGS   
 BR1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1722+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 BR1722
 BR1722  HISTORY     - Date     Condition        Report By
 BR1722  HISTORY     - 1958     MONUMENTED       CGS
 BR1722  HISTORY     - 1983     GOOD             GADT
 BR1722  HISTORY     - 19900301 GOOD             GEONEX
 BR1722  HISTORY     - 19910306 GOOD             NGS
 BR1722
 BR1722                          STATION DESCRIPTION
 BR1722
 BR1722'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1722'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTH-NORTHEAST OF
 BR1722'RICHMOND HILL ON STATE RIGHT OF WAY.
 BR1722'
 BR1722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1722'STATE ROUTE 144 IN RICHMOND HILL, GO NORTH ALONG U.S. HIGHWAY 17
 BR1722'FOR 4.0 KM (2.45 MI TO THE NORTH END OF A BRIDGE OVER THE OGEECHEE
 BR1722'RIVER AND THE STATION ON THE LEFT.
 BR1722'
 BR1722'THE STATION IS A STANDARD CGS BENCH MARK DISK
 BR1722'STAMPED---TIDAL NO.4 1958--, SET FLUSH WITH THE SURFACE OF A
 BR1722'CONCRETE BRIDGE ABUTMENT.
 BR1722'IT IS LOCATED 4.5 METERS (14 FT) WEST FROM THE CENTERLINE OF THE
 BR1722'HIGHWAY,
 BR1722'ABOUT 1.5 METERS (5 FT) SOUTHWEST OF THE NORTH END OF THE BRIDGE,
 BR1722'AND ABOUT 0.3 METER (1 FT) ABOVE THE ROADWAY.
 BR1722'
 BR1722'DESCRIBED BY T.B. KNIGHT.
 BR1722
 BR1722                          STATION RECOVERY (1990)
 BR1722
 BR1722'RECOVERY NOTE BY GEONEX 1990
 BR1722'THE TIDAL BENCH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 BR1722'THE 1983 STATION DESCRIPTION FOR STATION BV 025 223.  AN UPDATED
 BR1722'DESCRIPTION AND ADDITIONAL INFORMATION FOLLOWS.
 BR1722'THE TIDAL BENCH MARK IS LOCATED ALONG THE NORTHWESTERLY SIDE OF U.S.
 BR1722'HIGHWAY 17 AT THE NORTHEASTERLY END OF THE KINGS FERRY BRIDGE WHICH
 BR1722'CROSSES THE OGEECHEE RIVER. IT IS APPROXIMATELY 2.8 MI (4.51 KM)
 BR1722'NORTH-NORTHEAST FROM RICHMOND HILL, 9.8 MI (15.77 KM) SOUTH-SOUTHWEST
 BR1722'FROM POOLER, AND 10.7 MI (17.22 KM) NORTHEAST FROM FLEMING.
 BR1722'TO REACH THE TIDAL BENCH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17
 BR1722'(ATLANTIC COAST HIGHWAY) AND STATE HIGHWAY 204 (ABERCORN STREET
 BR1722'EXTENSION), GO SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FOR 2.8 MI
 BR1722'(4.51 KM) TO THE INTERSECTION WITH AN ASPHALT ROAD LEADING TO KINGS
 BR1722'FERRY PARK ON THE RIGHT, PRECEDING THE KINGS FERRY BRIDGE AND THE
 BR1722'NORTHEASTERLY BANK OF THE OGEECHEE RIVER. TURN RIGHT AND GO WESTERLY
 BR1722'AND SOUTHWESTERLY ALONG THE ASPHALT ROAD FOR APPROXIMATELY 0.1 MI
 BR1722'(0.16 KM) TO A SHARP CURVE TO THE LEFT AT THE NORTH BANK OF THE RIVER
 BR1722', PRECEDING THE UNDERPASS WITH U.S. HIGHWAY 17, AND THE TIDAL BENCH
 BR1722'MARK ON TOP OF THE HIGHWAY EMBANKMENT AT THE NORTHWESTERLY CORNER OF
 BR1722'THE BRIDGE.
 BR1722'THE TIDAL BENCH MARK IS A USCGS BENCH MARK DISK STAMPED ---TIDAL NO. 4
 BR1722'1958--- SET FLUSH IN THE TOP OF A NARROW CONCRETE WALK-WAY OR WIDE
 BR1722'CURB AT AT THE NORTHWESTERLY CORNER OF THE BRIDGE. IT IS LOCATED
 BR1722'SOUTH-SOUTHWEST, 51.28 FT (15.63 M) FROM STATION BV 025-223. THE
 BR1722'ELEVATION FOR THIS BENCH MARK WAS NOT AVAILABLE THROUGH THE NGS
 BR1722'INFORMATION CENTER, BUT THE DIFFERENCE IN ELEVATION OF 5.138 FT
 BR1722'(1.566 M) FROM TIDAL 2 TO TIDAL 4, AS REPORTED BY THE NGS TIDAL
 BR1722'DATUMS BRANCH, AGREES CLOSELY WITH THE DIFFERENCE IN ELEVATION
 BR1722'RESULTING FROM DIFFERENTIAL LEVELS RUN AT THIS TIME.
 BR1722
 BR1722                          STATION RECOVERY (1991)
 BR1722
 BR1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR1722'4.0 KM (2.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR1722'INTERSECTION OF STATE HIGHWAY 144 IN RICHMOND HILL, IN THE NORTH END
 BR1722'OF THE WEST CONCRETE CURB OF THE HIGHWAY BRIDGE SPANNING THE OGEECHEE
 BR1722'RIVER, 6.0 M (19.7 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, AND
 BR1722'0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0545 ***********************************************************************
 BR0545  TIDAL BM    -  This is a Tidal Bench Mark.
 BR0545  DESIGNATION -  867 2875 TIDAL 1
 BR0545  PID         -  BR0545
 BR0545  STATE/COUNTY-  GA/LIBERTY
 BR0545  USGS QUAD   -  LIMERICK SE (1988)
 BR0545
 BR0545                         *CURRENT SURVEY CONTROL
 BR0545  ___________________________________________________________________
 BR0545* NAD 83(1986)-  31 46 02.     (N)    081 16 40.     (W)     SCALED    
 BR0545* NAVD 88     -         2.331  (meters)       7.65   (feet)  ADJUSTED  
 BR0545  ___________________________________________________________________
 BR0545  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 BR0545  DYNAMIC HT  -           2.328 (meters)       7.64  (feet)  COMP
 BR0545  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BR0545
 BR0545  VERT ORDER  -  SECOND    CLASS 0
 BR0545
 BR0545.The horizontal coordinates were scaled from a topographic map and have
 BR0545.an estimated accuracy of +/- 6 seconds.
 BR0545
 BR0545.The orthometric height was determined by differential leveling
 BR0545.and adjusted by the National Geodetic Survey in June 1991..
 BR0545
 BR0545.This Tidal Bench Mark is designated as VM 4750
 BR0545.by the Center for Operational Oceanographic Products and Services.
 BR0545
 BR0545.The geoid height was determined by GEOID03.
 BR0545
 BR0545.The dynamic height is computed by dividing the NAVD 88
 BR0545.geopotential number by the normal gravity value computed on the
 BR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0545.degrees latitude (g = 980.6199 gals.).
 BR0545
 BR0545.The modeled gravity was interpolated from observed gravity values.
 BR0545
 BR0545;                    North         East    Units  Estimated Accuracy
 BR0545;SPC GA E     -   196,250.      284,200.      MT  (+/- 180 meters Scaled)
 BR0545
 BR0545                          SUPERSEDED SURVEY CONTROL
 BR0545
 BR0545  NGVD 29 (??/??/92)    2.622  (m)            8.60   (f) ADJ UNCH    2 0
 BR0545
 BR0545.Superseded values are not recommended for survey control.
 BR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0545.See file dsdata.txt to determine how the superseded data were derived.
 BR0545
 BR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR736146(NAD 83)
 BR0545_MARKER: DJ = TIDAL STATION DISK
 BR0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0545_STAMPING: NO 1
 BR0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0545+STABILITY: SURFACE MOTION
 BR0545
 BR0545  HISTORY     - Date     Condition        Report By
 BR0545  HISTORY     - UNK      MONUMENTED       CGS
 BR0545  HISTORY     - 1962     GOOD             NGS
 BR0545
 BR0545                          STATION DESCRIPTION
 BR0545
 BR0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BR0545'AT SUNBURY.
 BR0545'AT SUNBURY ON THE PROPERTY OF MR. A.A. STEVENS, ON THE BANK OF THE
 BR0545'SUNBURY CHANNEL AND IN A GROVE OF CEDAR TREES.  259 FEET SOUTHEAST
 BR0545'OF THE SOUTHEAST CORNER OF THE STEVENS RESIDENCE, 121 FEET
 BR0545'NORTHEAST OF THE NORTHEAST CORNER OF THE FOUNDATION OF A BRICK
 BR0545'PUMP HOUSE, 118 FEET NORTHEAST OF AND ABOUT 12 FEET LOWER THAN
 BR0545'REFERENCE MARK NO. 1, SUNBURY, (1933), AND 39 FEET WEST OF THE
 BR0545'HIGH WATER LINE.  SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 BR0545'INCH ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION 21.  SUNBURY,
 BR0545'SUNBURY CHANNEL, MEDWAY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0396 ***********************************************************************
 BR0396  DESIGNATION -  867 4512 TIDAL 3
 BR0396  PID         -  BR0396
 BR0396  STATE/COUNTY-  GA/MCINTOSH
 BR0396  USGS QUAD   -  SHELLMAN BLUFF (1979)
 BR0396
 BR0396                         *CURRENT SURVEY CONTROL
 BR0396  ___________________________________________________________________
 BR0396* NAD 83(1986)-  31 32 54.     (N)    081 22 22.     (W)     SCALED    
 BR0396* NAVD 88     -         3.894  (meters)      12.78   (feet)  ADJUSTED  
 BR0396  ___________________________________________________________________
 BR0396  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 BR0396  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 BR0396  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BR0396
 BR0396  VERT ORDER  -  FIRST     CLASS I
 BR0396
 BR0396.The horizontal coordinates were scaled from a topographic map and have
 BR0396.an estimated accuracy of +/- 6 seconds.
 BR0396
 BR0396.The orthometric height was determined by differential leveling
 BR0396.and adjusted by the National Geodetic Survey in June 1991..
 BR0396
 BR0396.The geoid height was determined by GEOID03.
 BR0396
 BR0396.The dynamic height is computed by dividing the NAVD 88
 BR0396.geopotential number by the normal gravity value computed on the
 BR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0396.degrees latitude (g = 980.6199 gals.).
 BR0396
 BR0396.The modeled gravity was interpolated from observed gravity values.
 BR0396
 BR0396;                    North         East    Units  Estimated Accuracy
 BR0396;SPC GA E     -   171,910.      275,380.      MT  (+/- 180 meters Scaled)
 BR0396
 BR0396                          SUPERSEDED SURVEY CONTROL
 BR0396
 BR0396  NGVD 29 (??/??/92)    4.186  (m)           13.73   (f) ADJ UNCH    1 1
 BR0396
 BR0396.Superseded values are not recommended for survey control.
 BR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0396.See file dsdata.txt to determine how the superseded data were derived.
 BR0396
 BR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ646904(NAD 83)
 BR0396_MARKER: DJ = TIDAL STATION DISK
 BR0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0396_STAMPING: NO 3 1934
 BR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0396+STABILITY: SURFACE MOTION
 BR0396
 BR0396  HISTORY     - Date     Condition        Report By
 BR0396  HISTORY     - 1934     MONUMENTED       CGS
 BR0396  HISTORY     - 1975     GOOD             NGS
 BR0396
 BR0396                          STATION DESCRIPTION
 BR0396
 BR0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0396'5.2 MI NE FROM EULONIA.
 BR0396'2.2 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION OF
 BR0396'STATE HIGHWAY 99 AT EULONIA, THENCE 2.85 MILES EAST ALONG PINE
 BR0396'HARBOR ROAD, THENCE 0.2 MILE NORTH ALONG THE WEST BANK OF SAPELO
 BR0396'RIVER, AT PINE HARBOR MARINA, 74.3 FEET WEST-SOUTHWEST OF TADAL
 BR0396'2, 46 FEET WEST OF THE WEST BANK OF THE RIVER, 67.6 FEET
 BR0396'NORTH-NORTHEAST OF A 30-INCH PINE TREE WHICH IS IN THE FENCE LINE,
 BR0396'40.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 3.8 FEET
 BR0396'EAST OF A WIRE FENCE, 0.5 FOOT WEST OF A WITNESS POST, AND SET IN
 BR0396'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0114 ***********************************************************************
 BR0114  DESIGNATION -  867 5779 TIDAL 2
 BR0114  PID         -  BR0114
 BR0114  STATE/COUNTY-  GA/MCINTOSH
 BR0114  USGS QUAD   -  DARIEN (1993)
 BR0114
 BR0114                         *CURRENT SURVEY CONTROL
 BR0114  ___________________________________________________________________
 BR0114* NAD 83(1986)-  31 22 05.     (N)    081 26 08.     (W)     SCALED    
 BR0114* NAVD 88     -         7.534  (meters)      24.72   (feet)  ADJUSTED  
 BR0114  ___________________________________________________________________
 BR0114  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 BR0114  DYNAMIC HT  -           7.525 (meters)      24.69  (feet)  COMP
 BR0114  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 BR0114
 BR0114  VERT ORDER  -  FIRST     CLASS I
 BR0114
 BR0114.The horizontal coordinates were scaled from a topographic map and have
 BR0114.an estimated accuracy of +/- 6 seconds.
 BR0114
 BR0114.The orthometric height was determined by differential leveling
 BR0114.and adjusted by the National Geodetic Survey in June 1991..
 BR0114
 BR0114.The geoid height was determined by GEOID03.
 BR0114
 BR0114.The dynamic height is computed by dividing the NAVD 88
 BR0114.geopotential number by the normal gravity value computed on the
 BR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0114.degrees latitude (g = 980.6199 gals.).
 BR0114
 BR0114.The modeled gravity was interpolated from observed gravity values.
 BR0114
 BR0114;                    North         East    Units  Estimated Accuracy
 BR0114;SPC GA E     -   151,880.      269,550.      MT  (+/- 180 meters Scaled)
 BR0114
 BR0114                          SUPERSEDED SURVEY CONTROL
 BR0114
 BR0114  NGVD 29 (??/??/92)    7.832  (m)           25.70   (f) ADJ UNCH    1 1
 BR0114
 BR0114.Superseded values are not recommended for survey control.
 BR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0114.See file dsdata.txt to determine how the superseded data were derived.
 BR0114
 BR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ585704(NAD 83)
 BR0114_MARKER: DJ = TIDAL STATION DISK
 BR0114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BR0114_SP_SET: ABUTMENT
 BR0114_STAMPING: NO 2 1934
 BR0114_MARK LOGO: CGS   
 BR0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0114+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 BR0114
 BR0114  HISTORY     - Date     Condition        Report By
 BR0114  HISTORY     - 1934     MONUMENTED       CGS
 BR0114  HISTORY     - 1975     GOOD             NGS
 BR0114  HISTORY     - 19910322 GOOD             NGS
 BR0114
 BR0114                          STATION DESCRIPTION
 BR0114
 BR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0114'AT DARIEN.
 BR0114'AT DARIEN, 0.25 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE POST
 BR0114'OFFICE, SET IN THE TOP EAST END OF THE NORTH ABUTMENT OF THE
 BR0114'OLD BRIDGE OVER DARIEN RIVER, THE NORTH ABUTMENT OF THE OLD
 BR0114'BRIDGE IS BENEATH SLEEPER OF THE NORTH APPROACH TO THE NEW
 BR0114'BRIDGE, 68.3 FEET NORTH OF BM USE 1945 DESCRIBED.  TIDAL
 BR0114'STATION 35, DARIEN, DARIEN RIVER.
 BR0114
 BR0114                          STATION RECOVERY (1991)
 BR0114
 BR0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0114'0.4 KM (0.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0114'IN DARIEN, IN TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF THE SOUTHEAST
 BR0114'END OF THE NORTH ABANDONED BRIDGE ABUTMENT DIRECTLY BELOW THE NEW
 BR0114'HIGHWAY BRIDGE SPANNING THE DARIEN RIVER, 4.1 M (13.5 FT) NORTHWEST
 BR0114'OF THE CENTER OF THE HIGHWAY, AND 1.6 M (5.2 FT) BELOW THE BRIDGE
 BR0114'DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9974 ***********************************************************************
 AI9974  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9974  DESIGNATION -  867 7344 CAL PT
 AI9974  PID         -  AI9974
 AI9974  STATE/COUNTY-  GA/GLYNN
 AI9974  USGS QUAD   -  BRUNSWICK EAST (1993)
 AI9974
 AI9974                         *CURRENT SURVEY CONTROL
 AI9974  ___________________________________________________________________
 AI9974* NAD 83(1986)-  31 08 00.     (N)    081 23 48.     (W)     SCALED    
 AI9974* NAVD 88     -         3.244  (meters)      10.64   (feet)  ADJUSTED  
 AI9974  ___________________________________________________________________
 AI9974  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AI9974  DYNAMIC HT  -           3.241 (meters)      10.63  (feet)  COMP
 AI9974  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 AI9974
 AI9974  VERT ORDER  -  SECOND    CLASS I
 AI9974
 AI9974.The horizontal coordinates were scaled from a topographic map and have
 AI9974.an estimated accuracy of +/- 6 seconds.
 AI9974
 AI9974.The orthometric height was determined by differential leveling
 AI9974.and adjusted by the National Geodetic Survey in August 2006..
 AI9974.No vertical observational check was made to the station.
 AI9974
 AI9974.This Tidal Bench Mark is designated as VM 16460
 AI9974.by the Center for Operational Oceanographic Products and Services.
 AI9974
 AI9974.The geoid height was determined by GEOID03.
 AI9974
 AI9974.The dynamic height is computed by dividing the NAVD 88
 AI9974.geopotential number by the normal gravity value computed on the
 AI9974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9974.degrees latitude (g = 980.6199 gals.).
 AI9974
 AI9974.The modeled gravity was interpolated from observed gravity values.
 AI9974
 AI9974;                    North         East    Units  Estimated Accuracy
 AI9974;SPC GA E     -   125,890.      273,430.      MT  (+/- 180 meters Scaled)
 AI9974
 AI9974                          SUPERSEDED SURVEY CONTROL
 AI9974
 AI9974  NAVD 88 (04/26/01)    3.247  (m)           10.65   (f) UNKNOWN     2 1
 AI9974
 AI9974.Superseded values are not recommended for survey control.
 AI9974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9974.See file dsdata.txt to determine how the superseded data were derived.
 AI9974
 AI9974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ621444(NAD 83)
 AI9974_MARKER: DD = SURVEY DISK
 AI9974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9974_SP_SET: PIER DECK
 AI9974_STAMPING: CAL-PT
 AI9974_MARK LOGO: USE   
 AI9974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9974+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AI9974
 AI9974  HISTORY     - Date     Condition        Report By
 AI9974  HISTORY     - 1990     MONUMENTED       USE
 AI9974  HISTORY     - 20000509 GOOD             NOS
 AI9974  HISTORY     - 20010510 GOOD             NOS
 AI9974  HISTORY     - 20040319 GOOD             USPSQD
 AI9974
 AI9974                          STATION DESCRIPTION
 AI9974
 AI9974'DESCRIBED BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 AI9974'ON THE ST SIMONS ISLAND FISHING PIER, THE BENCH MARK IS SET FLUSH IN
 AI9974'THE CONCRETE PIER DECK 20.28 M (66.54 FT) ESE OF THE NORTH-SOUTH
 AI9974'CENTERLINE OF THE PIER, 6.88 M (22.57 FT) SSW OF THE NORTH EDGE OF THE
 AI9974'DECK, AND 0.84 M (2.76 FT) NNE OF THE SOUTH EDGE OF THE DECK.
 AI9974
 AI9974                          STATION RECOVERY (2001)
 AI9974
 AI9974'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AI9974'RECOVERED AS DESCRIBED.
 AI9974
 AI9974                          STATION RECOVERY (2004)
 AI9974
 AI9974'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AI9974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0079 ***********************************************************************
 BR0079  TIDAL BM    -  This is a Tidal Bench Mark.
 BR0079  DESIGNATION -  867 7344 TIDAL 1
 BR0079  PID         -  BR0079
 BR0079  STATE/COUNTY-  GA/GLYNN
 BR0079  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0079
 BR0079                         *CURRENT SURVEY CONTROL
 BR0079  ___________________________________________________________________
 BR0079* NAD 83(1986)-  31 08 01.     (N)    081 23 33.     (W)     SCALED    
 BR0079* NAVD 88     -         3.879  (meters)      12.73   (feet)  ADJUSTED  
 BR0079  ___________________________________________________________________
 BR0079  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 BR0079  DYNAMIC HT  -           3.874 (meters)      12.71  (feet)  COMP
 BR0079  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BR0079
 BR0079  VERT ORDER  -  SECOND    CLASS I
 BR0079
 BR0079.The horizontal coordinates were scaled from a topographic map and have
 BR0079.an estimated accuracy of +/- 6 seconds.
 BR0079
 BR0079.The orthometric height was determined by differential leveling
 BR0079.and adjusted by the National Geodetic Survey in April 2001..
 BR0079
 BR0079.This Tidal Bench Mark is designated as VM 4929
 BR0079.by the Center for Operational Oceanographic Products and Services.
 BR0079
 BR0079.The geoid height was determined by GEOID03.
 BR0079
 BR0079.The dynamic height is computed by dividing the NAVD 88
 BR0079.geopotential number by the normal gravity value computed on the
 BR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0079.degrees latitude (g = 980.6199 gals.).
 BR0079
 BR0079.The modeled gravity was interpolated from observed gravity values.
 BR0079
 BR0079;                    North         East    Units  Estimated Accuracy
 BR0079;SPC GA E     -   125,920.      273,830.      MT  (+/- 180 meters Scaled)
 BR0079
 BR0079                          SUPERSEDED SURVEY CONTROL
 BR0079
 BR0079  NAVD 88 (06/15/91)    3.878  (m)           12.72   (f) UNKNOWN     1 2
 BR0079  NGVD 29 (??/??/92)    4.174  (m)           13.69   (f) ADJ UNCH    1 2
 BR0079
 BR0079.Superseded values are not recommended for survey control.
 BR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0079.See file dsdata.txt to determine how the superseded data were derived.
 BR0079
 BR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ625444(NAD 83)
 BR0079_MARKER: X = CHISELED CROSS
 BR0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0079_SP_SET: LIGHTHOUSE BASE
 BR0079_MARK LOGO: NONE  
 BR0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0079+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 BR0079
 BR0079  HISTORY     - Date     Condition        Report By
 BR0079  HISTORY     - 1888     MONUMENTED       CGS
 BR0079  HISTORY     - 1961     GOOD             NGS
 BR0079  HISTORY     - 20000509 GOOD             NOS
 BR0079  HISTORY     - 20010510 GOOD             NOS
 BR0079  HISTORY     - 20040319 GOOD             USPSQD
 BR0079
 BR0079                          STATION DESCRIPTION
 BR0079
 BR0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0079'AT ST SIMONS.
 BR0079'AT ST. SIMONS, ON ST. SIMONS ISLAND, ON THE WEST SIDE OF THE ST.
 BR0079'SIMONS LIGHTHOUSE, ON THE VERTICAL FACE OF THE UPPER COURSE OF THE
 BR0079'FOUNDATION STONES, AT A POINT NEARLY BELOW THE WINDOWS, ABOUT 1 FOOT
 BR0079'SOUTH OF TIDAL 2 AND SLIGHTLY HIGHER.  NOTE-- THIS MARK IS ALSO ON
 BR0079'A.P. 11, GEORGIA.  TIDAL STATION 41.  ST. SIMONS LIGHTHOUSE,
 BR0079'ST. SIMONS ISLAND, ST. SIMONS SOUND.
 BR0079
 BR0079                          STATION RECOVERY (2000)
 BR0079
 BR0079'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 BR0079'ON ST. SIMONS ISLAND, THE BENCH MARK IS THE CENTER OF A CHISELED CROSS
 BR0079'CUT NEAR THE TOP OF THE VERTICAL FACE OF THE UPPER COURSE OF
 BR0079'FOUNDATION STONES ON THE WEST SIDE OF ST. SIMONS LIGHTHOUSE, NEARLY
 BR0079'UNDER THE NORTHERN END OF THE WINDOWS, 0.3 M (1.0 FT) SOUTH OF BENCH
 BR0079'MARK NO 2, AND ABOUT 0.61 M (2.00 FT) ABOVE GROUND LEVEL. (NOTE--BENCH
 BR0079'MARK HISTORICALLY REFERRED TO AS I 1888, AND BARELY VISIBLE UNDER A
 BR0079'COAT OF WHITE PAINT) .
 BR0079
 BR0079                          STATION RECOVERY (2001)
 BR0079
 BR0079'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 BR0079'RECOVERED AS DESCRIBED.
 BR0079
 BR0079                          STATION RECOVERY (2004)
 BR0079
 BR0079'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0078 ***********************************************************************
 BR0078  TIDAL BM    -  This is a Tidal Bench Mark.
 BR0078  DESIGNATION -  867 7344 TIDAL 2
 BR0078  PID         -  BR0078
 BR0078  STATE/COUNTY-  GA/GLYNN
 BR0078  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0078
 BR0078                         *CURRENT SURVEY CONTROL
 BR0078  ___________________________________________________________________
 BR0078* NAD 83(1986)-  31 08 00.     (N)    081 23 33.     (W)     SCALED    
 BR0078* NAVD 88     -         3.797  (meters)      12.46   (feet)  ADJUSTED  
 BR0078  ___________________________________________________________________
 BR0078  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 BR0078  DYNAMIC HT  -           3.792 (meters)      12.44  (feet)  COMP
 BR0078  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BR0078
 BR0078  VERT ORDER  -  FIRST     CLASS II
 BR0078
 BR0078.The horizontal coordinates were scaled from a topographic map and have
 BR0078.an estimated accuracy of +/- 6 seconds.
 BR0078
 BR0078.The orthometric height was determined by differential leveling
 BR0078.and adjusted by the National Geodetic Survey in June 1991..
 BR0078
 BR0078.This Tidal Bench Mark is designated as VM 4924
 BR0078.by the Center for Operational Oceanographic Products and Services.
 BR0078
 BR0078.The geoid height was determined by GEOID03.
 BR0078
 BR0078.The dynamic height is computed by dividing the NAVD 88
 BR0078.geopotential number by the normal gravity value computed on the
 BR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0078.degrees latitude (g = 980.6199 gals.).
 BR0078
 BR0078.The modeled gravity was interpolated from observed gravity values.
 BR0078
 BR0078;                    North         East    Units  Estimated Accuracy
 BR0078;SPC GA E     -   125,890.      273,830.      MT  (+/- 180 meters Scaled)
 BR0078
 BR0078                          SUPERSEDED SURVEY CONTROL
 BR0078
 BR0078  NGVD 29 (??/??/92)    4.092  (m)           13.43   (f) ADJ UNCH    1 2
 BR0078
 BR0078.Superseded values are not recommended for survey control.
 BR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0078.See file dsdata.txt to determine how the superseded data were derived.
 BR0078
 BR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ625444(NAD 83)
 BR0078_MARKER: DJ = TIDAL STATION DISK
 BR0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0078_SP_SET: LIGHTHOUSE BASE
 BR0078_STAMPING: NO 2
 BR0078_MARK LOGO: CGS   
 BR0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0078+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 BR0078
 BR0078  HISTORY     - Date     Condition        Report By
 BR0078  HISTORY     - 1924     MONUMENTED       CGS
 BR0078  HISTORY     - 1961     GOOD             NGS
 BR0078  HISTORY     - 20000509 GOOD             NOS
 BR0078  HISTORY     - 20010510 GOOD             NOS
 BR0078  HISTORY     - 20040319 GOOD             USPSQD
 BR0078
 BR0078                          STATION DESCRIPTION
 BR0078
 BR0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0078'AT ST SIMONS.
 BR0078'AT ST. SIMONS, ON ST. SIMONS ISLAND.  SET IN A VERTICAL DRILL HOLE
 BR0078'ON THE WEST SIDE OF THE ST. SIMONS LIGHTHOUSE, BELOW THE NORTH END
 BR0078'OF THE WINDOWS, IN THE UPPER COURSE OF THE FOUNDATION STONES AND 2
 BR0078'FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS IS A TIDAL MARK AND
 BR0078'ALSO A TIE MARK ON A.P. 11, GEORGIA.  TIDAL STATION 41.  ST. SIMONS
 BR0078'LIGHTHOUSE, ST. SIMONS ISLAND, ST. SIMONS SOUND.
 BR0078
 BR0078                          STATION RECOVERY (2000)
 BR0078
 BR0078'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 BR0078'ON ST. SIMONS ISLAND, THE BENCH MARK IS SET VERTICALLY IN THE BASE ON
 BR0078'THE WEST SIDE OF ST. SIMONS LIGHTHOUSE, 0.3 M (1.0 FT) NORTH OF AND
 BR0078'0.09 M (0.30 FT) BELOW BENCH MARK UNSTAMPED 1 (A CHISELED CROSS), AND
 BR0078'1 M (3.3 FT) ABOVE GROUND LEVEL.  (NOTE--BENCH MARK HISTORICALLY
 BR0078'REFERRED TO AS NO 2 1924) .
 BR0078
 BR0078                          STATION RECOVERY (2001)
 BR0078
 BR0078'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 BR0078'RECOVERED AS DESCRIBED.
 BR0078
 BR0078                          STATION RECOVERY (2004)
 BR0078
 BR0078'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9971 ***********************************************************************
 AI9971  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9971  DESIGNATION -  867 7344 TIDAL 3
 AI9971  PID         -  AI9971
 AI9971  STATE/COUNTY-  GA/GLYNN
 AI9971  USGS QUAD   -  BRUNSWICK EAST (1993)
 AI9971
 AI9971                         *CURRENT SURVEY CONTROL
 AI9971  ___________________________________________________________________
 AI9971* NAD 83(1986)-  31 08 00.     (N)    081 23 46.     (W)     SCALED    
 AI9971* NAVD 88     -         2.752  (meters)       9.03   (feet)  ADJUSTED  
 AI9971  ___________________________________________________________________
 AI9971  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AI9971  DYNAMIC HT  -           2.749 (meters)       9.02  (feet)  COMP
 AI9971  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 AI9971
 AI9971  VERT ORDER  -  SECOND    CLASS I
 AI9971
 AI9971.The horizontal coordinates were scaled from a topographic map and have
 AI9971.an estimated accuracy of +/- 6 seconds.
 AI9971
 AI9971.The orthometric height was determined by differential leveling
 AI9971.and adjusted by the National Geodetic Survey in April 2001..
 AI9971.No vertical observational check was made to the station.
 AI9971
 AI9971.This Tidal Bench Mark is designated as VM 4926
 AI9971.by the Center for Operational Oceanographic Products and Services.
 AI9971
 AI9971.The geoid height was determined by GEOID03.
 AI9971
 AI9971.The dynamic height is computed by dividing the NAVD 88
 AI9971.geopotential number by the normal gravity value computed on the
 AI9971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9971.degrees latitude (g = 980.6199 gals.).
 AI9971
 AI9971.The modeled gravity was interpolated from observed gravity values.
 AI9971
 AI9971;                    North         East    Units  Estimated Accuracy
 AI9971;SPC GA E     -   125,890.      273,480.      MT  (+/- 180 meters Scaled)
 AI9971
 AI9971                          SUPERSEDED SURVEY CONTROL
 AI9971
 AI9971.No superseded survey control is available for this station.
 AI9971
 AI9971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ622444(NAD 83)
 AI9971_MARKER: DJ = TIDAL STATION DISK
 AI9971_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9971_SP_SET: SIDEWALK
 AI9971_STAMPING: NO 3 1973
 AI9971_MARK LOGO: NOS   
 AI9971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9971+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AI9971
 AI9971  HISTORY     - Date     Condition        Report By
 AI9971  HISTORY     - 1973     MONUMENTED       NOS
 AI9971  HISTORY     - 20000509 GOOD             NOS
 AI9971  HISTORY     - 20010510 GOOD             NOS
 AI9971  HISTORY     - 20040319 GOOD             USPSQD
 AI9971
 AI9971                          STATION DESCRIPTION
 AI9971
 AI9971'DESCRIBED BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 AI9971'ON ST. SIMONS ISLAND, THE BENCH MARK IS SET IN A SIDEWALK NEAR THE NW
 AI9971'CORNER OF THE ST. SIMONS PIER, 5.38 M (17.65 FT) NNW OF THE NW CORNER
 AI9971'CONCRETE PIER ROOF POST, 2.69 M (8.83 FT) NNE OF THE SOUTH EDGE OF THE
 AI9971'SIDEWALK AT THE SHORELINE, AND 0.36 M (1.18 FT) ESE OF THE WEST EDGE
 AI9971'OF THE SIDEWALK.
 AI9971
 AI9971                          STATION RECOVERY (2001)
 AI9971
 AI9971'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AI9971'RECOVERED AS DESCRIBED.
 AI9971
 AI9971                          STATION RECOVERY (2004)
 AI9971
 AI9971'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AI9971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9972 ***********************************************************************
 AI9972  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9972  DESIGNATION -  867 7344 TIDAL 4
 AI9972  PID         -  AI9972
 AI9972  STATE/COUNTY-  GA/GLYNN
 AI9972  USGS QUAD   -  BRUNSWICK EAST (1993)
 AI9972
 AI9972                         *CURRENT SURVEY CONTROL
 AI9972  ___________________________________________________________________
 AI9972* NAD 83(1986)-  31 08 03.     (N)    081 23 46.     (W)     SCALED    
 AI9972* NAVD 88     -         3.204  (meters)      10.51   (feet)  ADJUSTED  
 AI9972  ___________________________________________________________________
 AI9972  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AI9972  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 AI9972  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 AI9972
 AI9972  VERT ORDER  -  SECOND    CLASS I
 AI9972
 AI9972.The horizontal coordinates were scaled from a topographic map and have
 AI9972.an estimated accuracy of +/- 6 seconds.
 AI9972
 AI9972.The orthometric height was determined by differential leveling
 AI9972.and adjusted by the National Geodetic Survey in April 2001..
 AI9972.No vertical observational check was made to the station.
 AI9972
 AI9972.This Tidal Bench Mark is designated as VM 4927
 AI9972.by the Center for Operational Oceanographic Products and Services.
 AI9972
 AI9972.The geoid height was determined by GEOID03.
 AI9972
 AI9972.The dynamic height is computed by dividing the NAVD 88
 AI9972.geopotential number by the normal gravity value computed on the
 AI9972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9972.degrees latitude (g = 980.6199 gals.).
 AI9972
 AI9972.The modeled gravity was interpolated from observed gravity values.
 AI9972
 AI9972;                    North         East    Units  Estimated Accuracy
 AI9972;SPC GA E     -   125,980.      273,480.      MT  (+/- 180 meters Scaled)
 AI9972
 AI9972                          SUPERSEDED SURVEY CONTROL
 AI9972
 AI9972.No superseded survey control is available for this station.
 AI9972
 AI9972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ622445(NAD 83)
 AI9972_MARKER: DJ = TIDAL STATION DISK
 AI9972_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9972_SP_SET: SIDEWALK
 AI9972_STAMPING: NO 4 1973
 AI9972_MARK LOGO: NOS   
 AI9972_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9972+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AI9972
 AI9972  HISTORY     - Date     Condition        Report By
 AI9972  HISTORY     - 1973     MONUMENTED       NOS
 AI9972  HISTORY     - 20000509 GOOD             NOS
 AI9972  HISTORY     - 20010510 GOOD             NOS
 AI9972  HISTORY     - 20040319 GOOD             USPSQD
 AI9972
 AI9972                          STATION DESCRIPTION
 AI9972
 AI9972'DESCRIBED BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 AI9972'ON ST. SIMONS ISLAND, NEAR THE ST SIMONS ISLAND FISHING PIER, THE
 AI9972'BENCH MARK IS SET IN THE SIDEWALK NEAR A MINI-GOLF PARK ON THE EAST
 AI9972'SIDE OF THE PIER PARKING LOT, 10.73 M (35.20 FT) NE OF THE BASE OF A
 AI9972'LARGE OAK TREE SURROUNDED BY A WOODEN DECK, 7.42 M (24.34 FT) NW OF
 AI9972'THE NW CORNER OF A PAVILION, AND 6.07 M (19.91 FT) WNW OF THE EAST
 AI9972'EDGE OF THE SIDEWALK.
 AI9972
 AI9972                          STATION RECOVERY (2001)
 AI9972
 AI9972'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AI9972'RECOVERED AS DESCRIBED.
 AI9972
 AI9972                          STATION RECOVERY (2004)
 AI9972
 AI9972'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AI9972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI9973 ***********************************************************************
 AI9973  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9973  DESIGNATION -  867 7344 TIDAL 5
 AI9973  PID         -  AI9973
 AI9973  STATE/COUNTY-  GA/GLYNN
 AI9973  USGS QUAD   -  BRUNSWICK EAST (1993)
 AI9973
 AI9973                         *CURRENT SURVEY CONTROL
 AI9973  ___________________________________________________________________
 AI9973* NAD 83(1994)-  31 08 02.85221(N)    081 23 41.06694(W)     ADJUSTED  
 AI9973* NAVD 88     -         2.902  (meters)       9.52   (feet)  ADJUSTED  
 AI9973  ___________________________________________________________________
 AI9973  X           -     817,601.150 (meters)                     COMP
 AI9973  Y           -  -5,402,781.494 (meters)                     COMP
 AI9973  Z           -   3,278,617.618 (meters)                     COMP
 AI9973  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AI9973  ELLIP HEIGHT-         -26.12  (meters)          (06/22/05) GPS OBS
 AI9973  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AI9973  DYNAMIC HT  -           2.899 (meters)       9.51  (feet)  COMP
 AI9973  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 AI9973
 AI9973  HORZ ORDER  -  FIRST
 AI9973  VERT ORDER  -  SECOND    CLASS I
 AI9973  ELLP ORDER  -  FOURTH    CLASS I
 AI9973
 AI9973.The horizontal coordinates were established by GPS observations
 AI9973.and adjusted by the GLYNN COUNTY GEORGIA in June 2005..
 AI9973
 AI9973.The orthometric height was determined by differential leveling
 AI9973.and adjusted by the National Geodetic Survey in April 2001..
 AI9973.No vertical observational check was made to the station.
 AI9973
 AI9973.This Tidal Bench Mark is designated as VM 4928
 AI9973.by the Center for Operational Oceanographic Products and Services.
 AI9973
 AI9973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI9973
 AI9973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI9973
 AI9973.The ellipsoidal height was determined by GPS observations
 AI9973.and is referenced to NAD 83.
 AI9973
 AI9973.The geoid height was determined by GEOID03.
 AI9973
 AI9973.The dynamic height is computed by dividing the NAVD 88
 AI9973.geopotential number by the normal gravity value computed on the
 AI9973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9973.degrees latitude (g = 980.6199 gals.).
 AI9973
 AI9973.The modeled gravity was interpolated from observed gravity values.
 AI9973
 AI9973;                    North         East     Units Scale Factor Converg.
 AI9973;SPC GA E     -   125,975.342   273,612.504   MT  0.99996682   +0 23 56.9
 AI9973;SPC GA E     -   413,304.10    897,677.02   sFT  0.99996682   +0 23 56.9
 AI9973;UTM  17      - 3,444,533.601   462,368.358   MT  0.99961747   -0 12 14.8
 AI9973
 AI9973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI9973!SPC GA E     -   1.00000410  x   0.99996682  =   0.99997092
 AI9973!UTM  17      -   1.00000410  x   0.99961747  =   0.99962157
 AI9973
 AI9973                          SUPERSEDED SURVEY CONTROL
 AI9973
 AI9973  NAVD 88 (06/22/05)    2.90   (m)            9.5    (f) LEVELING    3  
 AI9973
 AI9973.Superseded values are not recommended for survey control.
 AI9973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9973.See file dsdata.txt to determine how the superseded data were derived.
 AI9973
 AI9973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6236844534(NAD 83)
 AI9973_MARKER: DJ = TIDAL STATION DISK
 AI9973_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9973_SP_SET: SET IN SIDEWALK
 AI9973_STAMPING: NO 5 1973
 AI9973_MARK LOGO: NOS   
 AI9973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9973+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2004
 AI9973
 AI9973  HISTORY     - Date     Condition        Report By
 AI9973  HISTORY     - 1973     MONUMENTED       NOS
 AI9973  HISTORY     - 20000509 GOOD             NOS
 AI9973  HISTORY     - 20010510 GOOD             NOS
 AI9973  HISTORY     - 20040319 GOOD             USPSQD
 AI9973  HISTORY     - 20041230 GOOD             GA-127
 AI9973
 AI9973                          STATION DESCRIPTION
 AI9973
 AI9973'DESCRIBED BY NATIONAL OCEAN SERVICE 2000 (RDJ)
 AI9973'ON ST. SIMONS ISLAND, BETWEEN THE LIBRARY AND THE CASINO, THE BENCH
 AI9973'MARK IS SET IN THE U-SHAPED SIDEWALK AT THE SOUTHWEST END OF A STREET
 AI9973'TURNAROUND, AND 16.7 M (54.8 FT) SOUTHEAST OF A POWER POLE WITH 3
 AI9973'TRANSFORMERS AND LITE, 5.8 M (19.0 FT) EAST OF A SMALL PLAGUE, AND 1.6
 AI9973'M (5.2 FT) SOUTH-SOUTHWEST OF THE NORTH EDGE OF THE SIDEWALK, SET
 AI9973'FLUSH IN THE CONCRETE SIDEWALK.
 AI9973
 AI9973                          STATION RECOVERY (2001)
 AI9973
 AI9973'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AI9973'RECOVERED AS DESCRIBED.
 AI9973
 AI9973                          STATION RECOVERY (2004)
 AI9973
 AI9973'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AI9973'RECOVERED IN GOOD CONDITION.
 AI9973
 AI9973                          STATION RECOVERY (2004)
 AI9973
 AI9973'RECOVERY NOTE BY GLYNN COUNTY GEORGIA 2004 (RSN)
 AI9973'THE STATION IS LOCATED IN GLYNN COUNTY, GEORGIA, ON SAINT SIMONS
 AI9973'ISLAND AT NEPTUNE PARK  ABOUT 1.9 KM (1.2 MI) SOUTH OF THE MCKINNON
 AI9973'SAINT SIMONS AIRPORT, AND 9.3 KM (5.8 MI)  EAST-SOUTHEAST OF DOWNTOWN
 AI9973'BRUNSWICK.
 AI9973' 
 AI9973'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 17 AND THE
 AI9973'TORRES CAUSEWAY GO  IN AN EASTLY DIRECTION ON THE TORRES CAUSEWAY 6.6
 AI9973'KM (4.1 MI) TO A SPLIT IN THE ROAD, BEAR  TO THE RIGHT ONTO KINGSWAY
 AI9973'GOING IN A SOUTHEASTERLY DIRECTION FOR 3.7 KM (2.3 MI), TURN  RIGHT,
 AI9973'GOING SOUTHWEST ONTO MALLORY STREET FOR 1.6 KM (0.1 MI) TO THE
 AI9973'INTERSECTION OF  MALLORY AND BEACHVIEW. TURN LEFT ONTO BEACHVIEW,
 AI9973'GOING SOUTHEAST FOR 1.6 KM (0.1 MI),  TURN RIGHT, GOING SOUTHWEST,
 AI9973'INTO A PARKING AREA AND GO TO THE FAR END OF THE PARKING  LOT TO THE U
 AI9973'SHAPED TURNAROUND.
 AI9973' 
 AI9973'THE MONUMENT WAS RECOVERED AS DESCRIBED BY THE NATIONAL OCEAN SERVICE
 AI9973'IN 2000. NOTE  THAT THE CASINO BUILDING HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1748 ***********************************************************************
 BR1748  TIDAL BM    -  This is a Tidal Bench Mark.
 BR1748  DESIGNATION -  867 7406 B TIDAL
 BR1748  PID         -  BR1748
 BR1748  STATE/COUNTY-  GA/GLYNN
 BR1748  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1748
 BR1748                         *CURRENT SURVEY CONTROL
 BR1748  ___________________________________________________________________
 BR1748* NAD 83(1986)-  31 08 45.     (N)    081 29 42.     (W)     SCALED    
 BR1748* NAVD 88     -         1.991  (meters)       6.53   (feet)  ADJUSTED  
 BR1748  ___________________________________________________________________
 BR1748  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 BR1748  DYNAMIC HT  -           1.988 (meters)       6.52  (feet)  COMP
 BR1748  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BR1748
 BR1748  VERT ORDER  -  FIRST     CLASS II
 BR1748
 BR1748.The horizontal coordinates were scaled from a topographic map and have
 BR1748.an estimated accuracy of +/- 6 seconds.
 BR1748
 BR1748.The orthometric height was determined by differential leveling
 BR1748.and adjusted by the National Geodetic Survey in May 1994..
 BR1748
 BR1748.This Tidal Bench Mark is designated as VM 4933
 BR1748.by the Center for Operational Oceanographic Products and Services.
 BR1748
 BR1748.The geoid height was determined by GEOID03.
 BR1748
 BR1748.The dynamic height is computed by dividing the NAVD 88
 BR1748.geopotential number by the normal gravity value computed on the
 BR1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1748.degrees latitude (g = 980.6199 gals.).
 BR1748
 BR1748.The modeled gravity was interpolated from observed gravity values.
 BR1748
 BR1748;                    North         East    Units  Estimated Accuracy
 BR1748;SPC GA E     -   127,210.      264,040.      MT  (+/- 180 meters Scaled)
 BR1748
 BR1748                          SUPERSEDED SURVEY CONTROL
 BR1748
 BR1748  NGVD 29 (09/01/92)    2.303  (m)            7.56   (f) ADJUSTED    1 2
 BR1748
 BR1748.Superseded values are not recommended for survey control.
 BR1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1748.See file dsdata.txt to determine how the superseded data were derived.
 BR1748
 BR1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ528458(NAD 83)
 BR1748_MARKER: DJ = TIDAL STATION DISK
 BR1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR1748_SP_SET: STORM DRAIN
 BR1748_STAMPING: 7406 B 1980
 BR1748_MARK LOGO: NOS   
 BR1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1748+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BR1748
 BR1748  HISTORY     - Date     Condition        Report By
 BR1748  HISTORY     - 1980     MONUMENTED       NOS
 BR1748  HISTORY     - 19910328 GOOD             NGS
 BR1748  HISTORY     - 20040321 GOOD             USPSQD
 BR1748
 BR1748                          STATION DESCRIPTION
 BR1748
 BR1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BR1748'IN BRUNSWICK, AT THE INTERSECTION OF MANSFIELD AND BAY STREETS, IN
 BR1748'THE CONCRETE COVER FOR A STORM DRAIN, 10.9 M (35.8 FT) SOUTH OF THE
 BR1748'EXTENDED CENTER OF MANSFIELD STREET, 8.2 M (26.9 FT) WEST OF AND
 BR1748'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF BAY STREET, 4.4
 BR1748'M (14.4 FT) EAST OF THE NEAR RAIL OF THE SEABOARD COAST LINE
 BR1748'RAILROAD, AND 1.1 M (3.6 FT) SOUTH OF THE CENTER OF A MANHOLE COVER.
 BR1748
 BR1748                          STATION RECOVERY (2004)
 BR1748
 BR1748'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0347 ***********************************************************************
 BR0347  DESIGNATION -  867 8111 TIDAL 2
 BR0347  PID         -  BR0347
 BR0347  STATE/COUNTY-  GA/CAMDEN
 BR0347  USGS QUAD   -  DOVER BLUFF (1993)
 BR0347
 BR0347                         *CURRENT SURVEY CONTROL
 BR0347  ___________________________________________________________________
 BR0347* NAD 83(1986)-  31 01 04.     (N)    081 31 44.     (W)     SCALED    
 BR0347* NAVD 88     -         3.929  (meters)      12.89   (feet)  ADJUSTED  
 BR0347  ___________________________________________________________________
 BR0347  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BR0347  DYNAMIC HT  -           3.925 (meters)      12.88  (feet)  COMP
 BR0347  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BR0347
 BR0347  VERT ORDER  -  SECOND    CLASS 0
 BR0347
 BR0347.The horizontal coordinates were scaled from a topographic map and have
 BR0347.an estimated accuracy of +/- 6 seconds.
 BR0347
 BR0347.The orthometric height was determined by differential leveling
 BR0347.and adjusted by the National Geodetic Survey in June 1991..
 BR0347
 BR0347.The geoid height was determined by GEOID03.
 BR0347
 BR0347.The dynamic height is computed by dividing the NAVD 88
 BR0347.geopotential number by the normal gravity value computed on the
 BR0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0347.degrees latitude (g = 980.6199 gals.).
 BR0347
 BR0347.The modeled gravity was interpolated from observed gravity values.
 BR0347
 BR0347;                    North         East    Units  Estimated Accuracy
 BR0347;SPC GA E     -   113,000.      260,890.      MT  (+/- 180 meters Scaled)
 BR0347
 BR0347                          SUPERSEDED SURVEY CONTROL
 BR0347
 BR0347  NGVD 29 (??/??/92)    4.258  (m)           13.97   (f) ADJ UNCH    2 0
 BR0347
 BR0347.Superseded values are not recommended for survey control.
 BR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0347.See file dsdata.txt to determine how the superseded data were derived.
 BR0347
 BR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ495316(NAD 83)
 BR0347_MARKER: DJ = TIDAL STATION DISK
 BR0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR0347_SP_SET: STEPS
 BR0347_STAMPING: 2
 BR0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0347
 BR0347  HISTORY     - Date     Condition        Report By
 BR0347  HISTORY     - UNK      MONUMENTED       CGS
 BR0347  HISTORY     - 1961     GOOD             NGS
 BR0347
 BR0347                          STATION DESCRIPTION
 BR0347
 BR0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0347'16.5 MI SE FROM WAVERLY.
 BR0347'6.2 MI E OF US HIGHWAY 17 FROM THE POST OFFICE IN WAVERLY TO
 BR0347'SPRING BLUFF, THENCE 10.3 MI S ON DOVER BLUFF ROAD TO DOVER
 BR0347'BLUFF AND A GATE ON THE RIGHT, 135 FT SW OF THE GATE.  SET IN A
 BR0347'DRILL HOLE IN THE TOP OF THE WALL IN THE SW CORNER OF THE
 BR0347'SWIMMING POOL AT THE STEPS COMING OUT OF THE POOL.  TIDAL STATION 56.
 BR0347'DOVER BLUFF, DOVER CREEK.  NOTE-- RECOVERED IN GOOD CONDITION.  THE
 BR0347'MARK IS IN THE SE CORNER OF THE SMALLEST OF TWO CONNECTED
 BR0347'SWIMMING POOLS, AND 88 FEET W OF REFERENCE MARK NO. 2 OF
 BR0347'TRIANGULATION STATION DOVER 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0345 ***********************************************************************
 BR0345  DESIGNATION -  867 8111 TIDAL DOVER 1
 BR0345  PID         -  BR0345
 BR0345  STATE/COUNTY-  GA/CAMDEN
 BR0345  USGS QUAD   -  DOVER BLUFF (1993)
 BR0345
 BR0345                         *CURRENT SURVEY CONTROL
 BR0345  ___________________________________________________________________
 BR0345* NAD 83(1986)-  31 01 01.     (N)    081 31 41.     (W)     SCALED    
 BR0345* NAVD 88     -         3.247  (meters)      10.65   (feet)  ADJUSTED  
 BR0345  ___________________________________________________________________
 BR0345  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BR0345  DYNAMIC HT  -           3.243 (meters)      10.64  (feet)  COMP
 BR0345  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BR0345
 BR0345  VERT ORDER  -  SECOND    CLASS 0
 BR0345
 BR0345.The horizontal coordinates were scaled from a topographic map and have
 BR0345.an estimated accuracy of +/- 6 seconds.
 BR0345
 BR0345.The orthometric height was determined by differential leveling
 BR0345.and adjusted by the National Geodetic Survey in June 1991..
 BR0345
 BR0345.The geoid height was determined by GEOID03.
 BR0345
 BR0345.The dynamic height is computed by dividing the NAVD 88
 BR0345.geopotential number by the normal gravity value computed on the
 BR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0345.degrees latitude (g = 980.6199 gals.).
 BR0345
 BR0345.The modeled gravity was interpolated from observed gravity values.
 BR0345
 BR0345;                    North         East    Units  Estimated Accuracy
 BR0345;SPC GA E     -   112,900.      260,970.      MT  (+/- 180 meters Scaled)
 BR0345
 BR0345                          SUPERSEDED SURVEY CONTROL
 BR0345
 BR0345  NGVD 29 (??/??/92)    3.576  (m)           11.73   (f) ADJ UNCH    2 0
 BR0345
 BR0345.Superseded values are not recommended for survey control.
 BR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0345.See file dsdata.txt to determine how the superseded data were derived.
 BR0345
 BR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ495315(NAD 83)
 BR0345_MARKER: DJ = TIDAL STATION DISK
 BR0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0345_STAMPING: DOVER NO 1 1934
 BR0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0345+STABILITY: SURFACE MOTION
 BR0345
 BR0345  HISTORY     - Date     Condition        Report By
 BR0345  HISTORY     - 1934     MONUMENTED       CGS
 BR0345  HISTORY     - 1961     GOOD             NGS
 BR0345
 BR0345                          STATION DESCRIPTION
 BR0345
 BR0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BR0345'16.5 MI SE FROM WAVERLY.
 BR0345'6.2 MI E ON US HIGHWAY 17 FROM THE POST OFFICE IN WAVERLY TO
 BR0345'SPRING BLUFF, THENCE 10.3 MI S OF DOVER BLUFF ROAD TO DOVER BLUFF
 BR0345'AND A GATE ON THE RIGHT. 0.15 MI S ALONG ROAD FROM THE GATE,
 BR0345'68 FT E OF THE BOAT DOCK, 60 FT E OF THE RIVER BANK, 14 FT S
 BR0345'OF A 2 FOOT PINE TREE AND 10 FT NW OF A 16 IN CEDAR TREE. SET IN
 BR0345'THE TOP OF A CONCRETE POST IN A TILE PIPE PROJECTING 5 IN. NOTE--
 BR0345'THESE TIDAL MARKS ARE ALL ON DOVER BLUFF CLUB PROPERTY. NOTE-
 BR0345'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 BR0345'CORRECTIONS AND ADDITIONS.  TO REACH FROM ENTRANCE GATE TO DOVER
 BR0345'BLUFF CLUB, GO SW ACROSS CLUB PROPERTY ON SAND ROAD FOR 0.15 MI
 BR0345'TO RIVER AND NEW DOCK, TURN LEFT AND FOLLOW SAND ROAD FOR 0.5
 BR0345'MI TO OLD DOCK AND STATION ON RIGHT. THE MARK IS 70 FT SW OF SAND
 BR0345'ROAD AND 46 FT NE OF AN ARTESIAN WELL.  TIDAL STATION 56.  DOVER
 BR0345'BLUFF, DOVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0051 ***********************************************************************
 BC0051  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0051  DESIGNATION -  867 9964 TIDAL 5
 BC0051  PID         -  BC0051
 BC0051  STATE/COUNTY-  GA/CAMDEN
 BC0051  USGS QUAD   -  ST MARYS (1993)
 BC0051
 BC0051                         *CURRENT SURVEY CONTROL
 BC0051  ___________________________________________________________________
 BC0051* NAD 83(1986)-  30 43 14.     (N)    081 32 55.     (W)     SCALED    
 BC0051* NAVD 88     -         1.357  (meters)       4.45   (feet)  ADJUSTED  
 BC0051  ___________________________________________________________________
 BC0051  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0051  DYNAMIC HT  -           1.355 (meters)       4.45  (feet)  COMP
 BC0051  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BC0051
 BC0051  VERT ORDER  -  FIRST     CLASS I
 BC0051
 BC0051.The horizontal coordinates were scaled from a topographic map and have
 BC0051.an estimated accuracy of +/- 6 seconds.
 BC0051
 BC0051.The orthometric height was determined by differential leveling
 BC0051.and adjusted by the National Geodetic Survey in June 1991..
 BC0051.WARNING-Repeat measurements at this control monument indicate possible
 BC0051.vertical movement.
 BC0051
 BC0051.This Tidal Bench Mark is designated as VM 17117
 BC0051.by the Center for Operational Oceanographic Products and Services.
 BC0051
 BC0051.The geoid height was determined by GEOID03.
 BC0051
 BC0051.The dynamic height is computed by dividing the NAVD 88
 BC0051.geopotential number by the normal gravity value computed on the
 BC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0051.degrees latitude (g = 980.6199 gals.).
 BC0051
 BC0051.The modeled gravity was interpolated from observed gravity values.
 BC0051
 BC0051;                    North         East    Units  Estimated Accuracy
 BC0051;SPC GA E     -    80,040.      259,190.      MT  (+/- 180 meters Scaled)
 BC0051
 BC0051                          SUPERSEDED SURVEY CONTROL
 BC0051
 BC0051  NGVD 29 (09/01/92)    1.722  (m)            5.65   (f) ADJUSTED    1 1
 BC0051
 BC0051.Superseded values are not recommended for survey control.
 BC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0051.See file dsdata.txt to determine how the superseded data were derived.
 BC0051
 BC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP474987(NAD 83)
 BC0051_MARKER: DJ = TIDAL STATION DISK
 BC0051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0051_SP_SET: CONCRETE SEAWALL WALKWAY
 BC0051_STAMPING: 5 1973
 BC0051_MARK LOGO: NOS   
 BC0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0051+STABILITY: SURFACE MOTION
 BC0051
 BC0051  HISTORY     - Date     Condition        Report By
 BC0051  HISTORY     - 1973     MONUMENTED       NOS
 BC0051  HISTORY     - 1975     GOOD             NGS
 BC0051  HISTORY     - 1985     GOOD             FLDNR
 BC0051  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 BC0051
 BC0051                          STATION DESCRIPTION
 BC0051
 BC0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0051'AT ST MARYS.
 BC0051'AT ST. MARYS, IN THE TOP OF THE CONCRETE SEAWALL ON THE SOUTH
 BC0051'SIDE OF A CONCRETE BUILDING, 6.8 FEET SOUTH OF THE SOUTH FACE OF
 BC0051'THE BUILDING, 14.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 BC0051'BUILDING, 117.0 FEET SOUTH OF THE CENTER LINE OF ST. MARYS
 BC0051'STREET, 52.8 FEET NORTHWEST OF A TIDE GAGE, 39.0 FEET NORTHEAST
 BC0051'OF A TIDE STAFF, AND ABOUT LEVEL WITH THE STREETS.
 BC0051
 BC0051                          STATION RECOVERY (1985)
 BC0051
 BC0051'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0051'THE MARK IS LOCATED BEHIND LANGS SEAFOOD BUILDING EAST OF THE SOUTH
 BC0051'END OF OSBORNE STREET, 2 FEET WEST OF A BEND IN THE SEAWALL, 0.5 FOOT
 BC0051'NORTH OF THE SOUTH EDGE OF THE WALKWAY, 15 FEET SOUTHWEST OF THE
 BC0051'SOUTHWEST CORNER OF A BUILDING, AND 7 FEET SOUTH OF THE SOUTH WALL OF
 BC0051'THE BUILDING.  A NEW DECKING (CONCRETE PANELS) HAS BEEN PLACED SOUTH
 BC0051'OF THE MARK.
 BC0051'THE MARK IS 3.45 FT BELOW DOCK.
 BC0051
 BC0051                          STATION RECOVERY (2005)
 BC0051
 BC0051'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2418 ***********************************************************************
 BC2418  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2418  DESIGNATION -  867 9964 TIDAL BLOCK 24
 BC2418  PID         -  BC2418
 BC2418  STATE/COUNTY-  GA/CAMDEN
 BC2418  USGS QUAD   -  ST MARYS (1993)
 BC2418
 BC2418                         *CURRENT SURVEY CONTROL
 BC2418  ___________________________________________________________________
 BC2418* NAD 83(1986)-  30 43 19.     (N)    081 32 52.     (W)     SCALED    
 BC2418* NAVD 88     -         2.340  (meters)       7.68   (feet)  ADJUSTED  
 BC2418  ___________________________________________________________________
 BC2418  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC2418  DYNAMIC HT  -           2.337 (meters)       7.67  (feet)  COMP
 BC2418  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 BC2418
 BC2418  VERT ORDER  -  SECOND    CLASS I
 BC2418
 BC2418.The horizontal coordinates were scaled from a topographic map and have
 BC2418.an estimated accuracy of +/- 6 seconds.
 BC2418
 BC2418.The orthometric height was determined by differential leveling
 BC2418.and adjusted by the National Geodetic Survey in June 1991..
 BC2418
 BC2418.This Tidal Bench Mark is designated as VM 7072
 BC2418.by the Center for Operational Oceanographic Products and Services.
 BC2418
 BC2418.The geoid height was determined by GEOID03.
 BC2418
 BC2418.The dynamic height is computed by dividing the NAVD 88
 BC2418.geopotential number by the normal gravity value computed on the
 BC2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2418.degrees latitude (g = 980.6199 gals.).
 BC2418
 BC2418.The modeled gravity was interpolated from observed gravity values.
 BC2418
 BC2418;                    North         East    Units  Estimated Accuracy
 BC2418;SPC GA E     -    80,190.      259,270.      MT  (+/- 180 meters Scaled)
 BC2418
 BC2418                          SUPERSEDED SURVEY CONTROL
 BC2418
 BC2418  NGVD 29 (09/01/92)    2.705  (m)            8.87   (f) ADJUSTED    2 1
 BC2418
 BC2418.Superseded values are not recommended for survey control.
 BC2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2418.See file dsdata.txt to determine how the superseded data were derived.
 BC2418
 BC2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP475989(NAD 83)
 BC2418_MARKER: DD = SURVEY DISK
 BC2418_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC2418+WITH SETTING: PAVEMENT
 BC2418_SP_SET: CONCRETE PORCH
 BC2418_STAMPING: ST MARYS GA SURVEY MAY-1946 SE CORNER BLOCK NO 24
 BC2418_MARK LOGO: NONE  
 BC2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2418+STABILITY: SURFACE MOTION
 BC2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2418+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 BC2418
 BC2418  HISTORY     - Date     Condition        Report By
 BC2418  HISTORY     - 1946     MONUMENTED       RBNF
 BC2418  HISTORY     - 1985     GOOD             FLDNR
 BC2418  HISTORY     - 20050212 GOOD             USPSQD
 BC2418
 BC2418                          STATION DESCRIPTION
 BC2418
 BC2418'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2418'IN ST MARYS.
 BC2418'THE MARK IS AT THE NORTHWEST CORNER OF THE INTERSECTION OF OSBORNE
 BC2418'AND BRYANT STREETS, 8.5 FEET WEST OF THE WEST CURB OF OSBORNE STREET,
 BC2418'6.7 FEET EAST OF THE SOUTHEAST CORNER OF AN ABANDONED CHURCH, AND IS
 BC2418'SET IN A 4-INCH BY 4-INCH PIECE OF CONCRETE THAT PROJECTS 2 INCHES
 BC2418'ABOVE THE CONCRETE PORCH OF THE ABANDONED CHURCH.
 BC2418
 BC2418                          STATION RECOVERY (2005)
 BC2418
 BC2418'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC2418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0047 ***********************************************************************
 BC0047  DESIGNATION -  867 9964 TIDAL ST MARYS 3
 BC0047  PID         -  BC0047
 BC0047  STATE/COUNTY-  GA/CAMDEN
 BC0047  USGS QUAD   -  ST MARYS (1993)
 BC0047
 BC0047                         *CURRENT SURVEY CONTROL
 BC0047  ___________________________________________________________________
 BC0047* NAD 83(1986)-  30 43 15.     (N)    081 32 54.     (W)     SCALED    
 BC0047* NAVD 88     -         1.962  (meters)       6.44   (feet)  ADJUSTED  
 BC0047  ___________________________________________________________________
 BC0047  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0047  DYNAMIC HT  -           1.960 (meters)       6.43  (feet)  COMP
 BC0047  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BC0047
 BC0047  VERT ORDER  -  FIRST     CLASS I
 BC0047
 BC0047.The horizontal coordinates were scaled from a topographic map and have
 BC0047.an estimated accuracy of +/- 6 seconds.
 BC0047
 BC0047.The orthometric height was determined by differential leveling
 BC0047.and adjusted by the National Geodetic Survey in June 1991..
 BC0047.WARNING-Repeat measurements at this control monument indicate possible
 BC0047.vertical movement.
 BC0047
 BC0047.The geoid height was determined by GEOID03.
 BC0047
 BC0047.The dynamic height is computed by dividing the NAVD 88
 BC0047.geopotential number by the normal gravity value computed on the
 BC0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0047.degrees latitude (g = 980.6199 gals.).
 BC0047
 BC0047.The modeled gravity was interpolated from observed gravity values.
 BC0047
 BC0047;                    North         East    Units  Estimated Accuracy
 BC0047;SPC GA E     -    80,070.      259,220.      MT  (+/- 180 meters Scaled)
 BC0047
 BC0047                          SUPERSEDED SURVEY CONTROL
 BC0047
 BC0047  NGVD 29 (09/01/92)    2.328  (m)            7.64   (f) ADJUSTED    1 1
 BC0047
 BC0047.Superseded values are not recommended for survey control.
 BC0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0047.See file dsdata.txt to determine how the superseded data were derived.
 BC0047
 BC0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP475987(NAD 83)
 BC0047_MARKER: DJ = TIDAL STATION DISK
 BC0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0047_SP_SET: CONCRETE POST
 BC0047_STAMPING: ST MARYS NO 3 1934
 BC0047_MARK LOGO: CGS   
 BC0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0047+STABILITY: SURFACE MOTION
 BC0047
 BC0047  HISTORY     - Date     Condition        Report By
 BC0047  HISTORY     - 1934     MONUMENTED       CGS
 BC0047  HISTORY     - 1975     GOOD             NGS
 BC0047  HISTORY     - 1985     GOOD             FLDNR
 BC0047  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 BC0047
 BC0047                          STATION DESCRIPTION
 BC0047
 BC0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0047'AT ST MARYS.
 BC0047'0.9 MILE SOUTH ALONG OSBORNE STREET, FROM THE CROSSING OF THE
 BC0047'SEABOARD COAST LINE RAILROAD AT ST. MARYS, AT THE JUNCTION OF
 BC0047'OSBORNE AND BRYANT STREETS, 16.0 FEET WEST OF THE WEST CURB OF
 BC0047'OSBORNE STREET, 53.0 FEET NORTH OF THE CENTER LINE OF BRYANT
 BC0047'STREET, 2.0 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 7.4 FEET
 BC0047'EAST OF THE SOUTHEAST CORNER OF THE ST. MARYS CATHOLIC CHURCH,
 BC0047'1.0 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE PLATFORM IN FRONT
 BC0047'OF THE CHURCH, 3 INCHES LOWER THAN THE GROUND, AND SET IN THE
 BC0047'TOP OF A CONCRETE POST.
 BC0047
 BC0047                          STATION RECOVERY (1985)
 BC0047
 BC0047'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0047'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS NOW 7.2 FEET WEST OF
 BC0047'THE WEST CURB OF OSBORNE STREET.
 BC0047
 BC0047                          STATION RECOVERY (2005)
 BC0047
 BC0047'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0048 ***********************************************************************
 BC0048  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0048  DESIGNATION -  867 9964 TIDAL ST MARYS 2
 BC0048  PID         -  BC0048
 BC0048  STATE/COUNTY-  GA/CAMDEN
 BC0048  USGS QUAD   -  ST MARYS (1993)
 BC0048
 BC0048                         *CURRENT SURVEY CONTROL
 BC0048  ___________________________________________________________________
 BC0048* NAD 83(1986)-  30 43 15.     (N)    081 32 54.     (W)     SCALED    
 BC0048* NAVD 88     -         2.718  (meters)       8.92   (feet)  ADJUSTED  
 BC0048  ___________________________________________________________________
 BC0048  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0048  DYNAMIC HT  -           2.714 (meters)       8.90  (feet)  COMP
 BC0048  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BC0048
 BC0048  VERT ORDER  -  FIRST     CLASS I
 BC0048
 BC0048.The horizontal coordinates were scaled from a topographic map and have
 BC0048.an estimated accuracy of +/- 6 seconds.
 BC0048
 BC0048.The orthometric height was determined by differential leveling
 BC0048.and adjusted by the National Geodetic Survey in June 1991..
 BC0048.WARNING-Repeat measurements at this control monument indicate possible
 BC0048.vertical movement.
 BC0048
 BC0048.This Tidal Bench Mark is designated as VM 7071
 BC0048.by the Center for Operational Oceanographic Products and Services.
 BC0048
 BC0048.The geoid height was determined by GEOID03.
 BC0048
 BC0048.The dynamic height is computed by dividing the NAVD 88
 BC0048.geopotential number by the normal gravity value computed on the
 BC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0048.degrees latitude (g = 980.6199 gals.).
 BC0048
 BC0048.The modeled gravity was interpolated from observed gravity values.
 BC0048
 BC0048;                    North         East    Units  Estimated Accuracy
 BC0048;SPC GA E     -    80,070.      259,220.      MT  (+/- 180 meters Scaled)
 BC0048
 BC0048                          SUPERSEDED SURVEY CONTROL
 BC0048
 BC0048  NGVD 29 (09/01/92)    3.083  (m)           10.11   (f) ADJUSTED    1 1
 BC0048
 BC0048.Superseded values are not recommended for survey control.
 BC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0048.See file dsdata.txt to determine how the superseded data were derived.
 BC0048
 BC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP475987(NAD 83)
 BC0048_MARKER: DJ = TIDAL STATION DISK
 BC0048_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BC0048_SP_SET: BRICK BUILDING WALL
 BC0048_STAMPING: ST MARYS NO 2 1934
 BC0048_MARK LOGO: CGS   
 BC0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC0048+STABILITY: POSITION/ELEVATION WELL
 BC0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0048+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 BC0048
 BC0048  HISTORY     - Date     Condition        Report By
 BC0048  HISTORY     - 1934     MONUMENTED       CGS
 BC0048  HISTORY     - 1975     GOOD             NGS
 BC0048  HISTORY     - 1985     GOOD             FLDNR
 BC0048  HISTORY     - 20050212 GOOD             USPSQD
 BC0048
 BC0048                          STATION DESCRIPTION
 BC0048
 BC0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0048'AT ST MARYS.
 BC0048'0.95 MILE SOUTH ALONG OSBORNE STREET, FROM THE CROSSING OF THE
 BC0048'SEABOARD COAST LINE RAILROAD, AT THE JUNCTION OF OSBORNE AND
 BC0048'STABLE ALLEY STREETS, SET VERTICALLY IN THE SOUTH FACE OF A 2
 BC0048'STORY BRICK BUILDING, 18.6 FEET NORTH OF THE CENTER LINE OF
 BC0048'STABLE ALLEY STREET, 17.0 FEET WEST OF THE WEST CURB OF OSBORNE
 BC0048'STREET, 1.4 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 BC0048'3.2 FEET HIGHER THAN THE GROUND.
 BC0048
 BC0048                          STATION RECOVERY (1985)
 BC0048
 BC0048'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0048'RECOVERED IN GOOD CONDITION EXCEPT THE BUILDING IS NOW THE FIRST
 BC0048'SOUTH BANK OF CAMDEN COUNTY, THE MARK ALSO BEARS 10 FEET WEST OF THE
 BC0048'WEST CURB OF OSBORNE STREET, 16.5 FEET NORTH OF THE CENTERLINE OF
 BC0048'STABLE ALLEY STREET, AND 3.3 FEET ABOVE THE GROUND.
 BC0048
 BC0048                          STATION RECOVERY (2005)
 BC0048
 BC0048'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0049 ***********************************************************************
 BC0049  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0049  DESIGNATION -  867 9964 TIDAL ST MARYS 1
 BC0049  PID         -  BC0049
 BC0049  STATE/COUNTY-  GA/CAMDEN
 BC0049  USGS QUAD   -  ST MARYS (1993)
 BC0049
 BC0049                         *CURRENT SURVEY CONTROL
 BC0049  ___________________________________________________________________
 BC0049* NAD 83(1986)-  30 43 15.     (N)    081 32 54.     (W)     SCALED    
 BC0049* NAVD 88     -         2.873  (meters)       9.43   (feet)  ADJUSTED  
 BC0049  ___________________________________________________________________
 BC0049  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0049  DYNAMIC HT  -           2.869 (meters)       9.41  (feet)  COMP
 BC0049  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BC0049
 BC0049  VERT ORDER  -  FIRST     CLASS I
 BC0049
 BC0049.The horizontal coordinates were scaled from a topographic map and have
 BC0049.an estimated accuracy of +/- 6 seconds.
 BC0049
 BC0049.The orthometric height was determined by differential leveling
 BC0049.and adjusted by the National Geodetic Survey in June 1991..
 BC0049
 BC0049.This Tidal Bench Mark is designated as VM 7070
 BC0049.by the Center for Operational Oceanographic Products and Services.
 BC0049
 BC0049.The geoid height was determined by GEOID03.
 BC0049
 BC0049.The dynamic height is computed by dividing the NAVD 88
 BC0049.geopotential number by the normal gravity value computed on the
 BC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0049.degrees latitude (g = 980.6199 gals.).
 BC0049
 BC0049.The modeled gravity was interpolated from observed gravity values.
 BC0049
 BC0049;                    North         East    Units  Estimated Accuracy
 BC0049;SPC GA E     -    80,070.      259,220.      MT  (+/- 180 meters Scaled)
 BC0049
 BC0049                          SUPERSEDED SURVEY CONTROL
 BC0049
 BC0049  NGVD 29 (09/01/92)    3.238  (m)           10.62   (f) ADJUSTED    1 1
 BC0049
 BC0049.Superseded values are not recommended for survey control.
 BC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0049.See file dsdata.txt to determine how the superseded data were derived.
 BC0049
 BC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP475987(NAD 83)
 BC0049_MARKER: DJ = TIDAL STATION DISK
 BC0049_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BC0049_SP_SET: BUILDING WALL
 BC0049_STAMPING: ST MARYS NO 1 1934
 BC0049_MARK LOGO: CGS   
 BC0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC0049+STABILITY: POSITION/ELEVATION WELL
 BC0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0049+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 BC0049
 BC0049  HISTORY     - Date     Condition        Report By
 BC0049  HISTORY     - 1934     MONUMENTED       CGS
 BC0049  HISTORY     - 1975     GOOD             NGS
 BC0049  HISTORY     - 1985     GOOD             FLDNR
 BC0049  HISTORY     - 20050212 GOOD             USPSQD
 BC0049
 BC0049                          STATION DESCRIPTION
 BC0049
 BC0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0049'AT ST MARYS.
 BC0049'1.0 MILE SOUTH ALONG OSBORNE STREET FROM THE CROSSING OF THE
 BC0049'SEABOARD COAST LINE RAILROAD AT ST. MARYS, SET VERTICALLY IN
 BC0049'THE EAST FACE OF A 2 STORY BRICK BUILDING, AT THE JUNCTION OF
 BC0049'OSBORNE AND ST. MARYS STREETS, 18.0 FEET NORTH OF THE NORTH CURB
 BC0049'OF ST. MARYS STREET, 12.0 FEET WEST OF THE WEST CURB OF OSBORNE
 BC0049'STREET, 9.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 BC0049'3.8 FEET HIGHER THAN THE SIDEWALK.
 BC0049
 BC0049                          STATION RECOVERY (1985)
 BC0049
 BC0049'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0049'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS 9.6 FEET WEST OF
 BC0049'THE WEST CURB OF OSBORNE STREET, AND 15 FEET NORTH OF THE NORTH CURB
 BC0049'OF ST. MARYS STREET.
 BC0049
 BC0049                          STATION RECOVERY (2005)
 BC0049
 BC0049'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0063 ***********************************************************************
 EE0063  DESIGNATION -  868.6
 EE0063  PID         -  EE0063
 EE0063  STATE/COUNTY-  GA/CHEROKEE
 EE0063  USGS QUAD   -  CANTON (1992)
 EE0063
 EE0063                         *CURRENT SURVEY CONTROL
 EE0063  ___________________________________________________________________
 EE0063* NAD 83(1986)-  34 13 51.     (N)    084 29 26.     (W)     SCALED    
 EE0063* NAVD 88     -       264.716  (meters)     868.49   (feet)  ADJUSTED  
 EE0063  ___________________________________________________________________
 EE0063  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE0063  DYNAMIC HT  -         264.432 (meters)     867.56  (feet)  COMP
 EE0063  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 EE0063
 EE0063  VERT ORDER  -  SECOND    CLASS 0
 EE0063
 EE0063.The horizontal coordinates were scaled from a topographic map and have
 EE0063.an estimated accuracy of +/- 6 seconds.
 EE0063
 EE0063.The orthometric height was determined by differential leveling
 EE0063.and adjusted by the National Geodetic Survey in June 1991..
 EE0063
 EE0063.The geoid height was determined by GEOID03.
 EE0063
 EE0063.The dynamic height is computed by dividing the NAVD 88
 EE0063.geopotential number by the normal gravity value computed on the
 EE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0063.degrees latitude (g = 980.6199 gals.).
 EE0063
 EE0063.The modeled gravity was interpolated from observed gravity values.
 EE0063
 EE0063;                    North         East    Units  Estimated Accuracy
 EE0063;SPC GA W     -   469,150.      670,160.      MT  (+/- 180 meters Scaled)
 EE0063
 EE0063                          SUPERSEDED SURVEY CONTROL
 EE0063
 EE0063  NGVD 29 (??/??/92)  264.687  (m)          868.39   (f) ADJ UNCH    2 0
 EE0063
 EE0063.Superseded values are not recommended for survey control.
 EE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0063.See file dsdata.txt to determine how the superseded data were derived.
 EE0063
 EE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC311905(NAD 83)
 EE0063_MARKER: Q = CHISELED SQUARE
 EE0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0063_SP_SET: CULVERT
 EE0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0063
 EE0063  HISTORY     - Date     Condition        Report By
 EE0063  HISTORY     - UNK      MONUMENTED       USGS
 EE0063  HISTORY     - 1972     GOOD             NGS
 EE0063
 EE0063                          STATION DESCRIPTION
 EE0063
 EE0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0063'AT CANTON.
 EE0063'AT CANTON, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 205 YARDS
 EE0063'SOUTHEAST OF THE STATION, 47 FEET NORTHWEST OF THE CENTER OF A
 EE0063'CROSSING OF THE RAILROAD AND STATE HIGHWAYS 20 AND 140, 15 FEET
 EE0063'SOUTHWEST OF THE SOUTHWEST RAIL, A CHISELED SQUARE IN THE TOP
 EE0063'OF THE 1ST STEP BELOW THE TOP OF THE SOUTH MARBLE WING WALL FOR
 EE0063'A SMALL RAILROAD BRIDGE, 0.5 FOOT SOUTHEAST OF THE FIGURE 8 IN
 EE0063'THE FIGURES 868.466 D.C. ELEV. WHICH ARE CUT IN THE MARBLE, 28.9
 EE0063'FEET SOUTHEAST OF BENCH MARK E 57, 0.7 FOOT BELOW THE TOP OF THE
 EE0063'WINGWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1233 ***********************************************************************
 BS1233  DESIGNATION -  87 WLC USGS
 BS1233  PID         -  BS1233
 BS1233  STATE/COUNTY-  GA/COOK
 BS1233  USGS QUAD   -  LENOX (1973)
 BS1233
 BS1233                         *CURRENT SURVEY CONTROL
 BS1233  ___________________________________________________________________
 BS1233* NAD 83(1986)-  31 15 57.     (N)    083 28 40.     (W)     SCALED    
 BS1233* NAVD 88     -        82.410  (meters)     270.37   (feet)  ADJUSTED  
 BS1233  ___________________________________________________________________
 BS1233  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BS1233  DYNAMIC HT  -          82.308 (meters)     270.04  (feet)  COMP
 BS1233  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 BS1233
 BS1233  VERT ORDER  -  SECOND    CLASS 0
 BS1233
 BS1233.The horizontal coordinates were scaled from a topographic map and have
 BS1233.an estimated accuracy of +/- 6 seconds.
 BS1233
 BS1233.The orthometric height was determined by differential leveling
 BS1233.and adjusted by the National Geodetic Survey in June 1991..
 BS1233
 BS1233.The geoid height was determined by GEOID03.
 BS1233
 BS1233.The dynamic height is computed by dividing the NAVD 88
 BS1233.geopotential number by the normal gravity value computed on the
 BS1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1233.degrees latitude (g = 980.6199 gals.).
 BS1233
 BS1233.The modeled gravity was interpolated from observed gravity values.
 BS1233
 BS1233;                    North         East    Units  Estimated Accuracy
 BS1233;SPC GA W     -   140,530.      765,600.      MT  (+/- 180 meters Scaled)
 BS1233
 BS1233                          SUPERSEDED SURVEY CONTROL
 BS1233
 BS1233.No superseded survey control is available for this station.
 BS1233
 BS1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ640617(NAD 83)
 BS1233_MARKER: DD = SURVEY DISK
 BS1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1233_STAMPING: 87 WLC 1972
 BS1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1233+STABILITY: SURFACE MOTION
 BS1233
 BS1233  HISTORY     - Date     Condition        Report By
 BS1233  HISTORY     - 1972     MONUMENTED       USGS
 BS1233  HISTORY     - 1973     GOOD             NGS
 BS1233
 BS1233                          STATION DESCRIPTION
 BS1233
 BS1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1233'0.9 MI SW FROM LENOX.
 BS1233'ABOUT 0.9 MILE SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1233'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1233'LENOX, 36 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 85 FEET
 BS1233'NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY FRAME HOUSE THAT IS
 BS1233'NOW OWNED BY E. J. BETTS, 42 1/2 FEET SOUTHEAST OF THE CENTER OF A
 BS1233'JUNCTION OF KINARD BRIDGE ROAD AND A COUNTY ROAD LEADING SOUTH, 26
 BS1233'FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 32 FEET WEST OF A
 BS1233'36-INCH LIVE OAK TREE, 4 FEET SOUTHEAST OF POWER POLE NUMBER B 36,
 BS1233'ABOUT 1 1/2 FEET BELOW THE LEVEL OF KINARD BRIDGE ROAD, AND SET IN THE
 BS1233'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2435 ***********************************************************************
 BC2435  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2435  DESIGNATION -  872 0002 A TIDAL
 BC2435  PID         -  BC2435
 BC2435  STATE/COUNTY-  GA/CAMDEN
 BC2435  USGS QUAD   -  GROSS (1993)
 BC2435
 BC2435                         *CURRENT SURVEY CONTROL
 BC2435  ___________________________________________________________________
 BC2435* NAD 83(1986)-  30 44 31.     (N)    081 41 15.     (W)     SCALED    
 BC2435* NAVD 88     -         3.004  (meters)       9.86   (feet)  ADJUSTED  
 BC2435  ___________________________________________________________________
 BC2435  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BC2435  DYNAMIC HT  -           3.001 (meters)       9.85  (feet)  COMP
 BC2435  MODELED GRAV-     979,392.5   (mgal)                       NAVD 88
 BC2435
 BC2435  VERT ORDER  -  FIRST     CLASS II
 BC2435
 BC2435.The horizontal coordinates were scaled from a topographic map and have
 BC2435.an estimated accuracy of +/- 6 seconds.
 BC2435
 BC2435.The orthometric height was determined by differential leveling
 BC2435.and adjusted by the National Geodetic Survey in June 1991..
 BC2435
 BC2435.This Tidal Bench Mark is designated as VM 4964
 BC2435.by the Center for Operational Oceanographic Products and Services.
 BC2435
 BC2435.The geoid height was determined by GEOID03.
 BC2435
 BC2435.The dynamic height is computed by dividing the NAVD 88
 BC2435.geopotential number by the normal gravity value computed on the
 BC2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2435.degrees latitude (g = 980.6199 gals.).
 BC2435
 BC2435.The modeled gravity was interpolated from observed gravity values.
 BC2435
 BC2435;                    North         East    Units  Estimated Accuracy
 BC2435;SPC GA E     -    82,340.      245,880.      MT  (+/- 180 meters Scaled)
 BC2435
 BC2435                          SUPERSEDED SURVEY CONTROL
 BC2435
 BC2435  NGVD 29 (09/01/92)    3.358  (m)           11.02   (f) ADJUSTED    1 2
 BC2435
 BC2435.Superseded values are not recommended for survey control.
 BC2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2435.See file dsdata.txt to determine how the superseded data were derived.
 BC2435
 BC2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ341012(NAD 83)
 BC2435_MARKER: DJ = TIDAL STATION DISK
 BC2435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2435_SP_SET: ABUTMENT
 BC2435_STAMPING: 0002 A 1977
 BC2435_MARK LOGO: NGS   
 BC2435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC2435+STABILITY: POSITION/ELEVATION WELL
 BC2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2435+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1991
 BC2435
 BC2435  HISTORY     - Date     Condition        Report By
 BC2435  HISTORY     - 1977     MONUMENTED       NOS
 BC2435  HISTORY     - 1985     GOOD             FLDNR
 BC2435  HISTORY     - 19910421 GOOD             NGS
 BC2435
 BC2435                          STATION DESCRIPTION
 BC2435
 BC2435'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2435'3.95 MI SOUTH FROM KINGSLAND.
 BC2435'THE MARK IS 7 FT BELOW HIGHWAY.
 BC2435'THE MARK IS AT THE U.S. HIGHWAY 17 BRIDGE OVER ST. MARYS RIVER
 BC2435'(FLORIDA-GEORGIA STATE LINE), SET IN THE EAST END OF THE NORTH BRIDGE
 BC2435'ABUTMENT, 16.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.6
 BC2435'FEET SOUTH OF A WITNESS POST.
 BC2435
 BC2435                          STATION RECOVERY (1991)
 BC2435
 BC2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2435'6.5 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BC2435'INTERSECTION OF STATE HIGHWAY 40 IN KINGSLAND, IN TOP OF AND 0.9 M
 BC2435'(3.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 BC2435'HIGHWAY BRIDGE SPANNING SAINT MARYS RIVER, 5.1 M (16.7 FT) EAST OF
 BC2435'THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 BC2435'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5860 ***********************************************************************
 CK5860  DESIGNATION -  88
 CK5860  PID         -  CK5860
 CK5860  STATE/COUNTY-  GA/EFFINGHAM
 CK5860  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 CK5860
 CK5860                         *CURRENT SURVEY CONTROL
 CK5860  ___________________________________________________________________
 CK5860* NAD 83(1994)-  32 15 47.21122(N)    081 21 50.30809(W)     ADJUSTED  
 CK5860* NAVD 88     -        26.69   (+/-2cm)      87.6    (feet)  VERTCON   
 CK5860  ___________________________________________________________________
 CK5860  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CK5860  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CK5860
 CK5860  HORZ ORDER  -  SECOND
 CK5860  VERT ORDER  -  THIRD (See Below)
 CK5860
 CK5860.The horizontal coordinates were established by classical geodetic methods
 CK5860.and adjusted by the National Geodetic Survey in September 1997..
 CK5860
 CK5860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5860.The vertical order pertains to the NGVD 29 superseded value.
 CK5860
 CK5860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5860
 CK5860.The geoid height was determined by GEOID03.
 CK5860
 CK5860;                    North         East     Units Scale Factor Converg.
 CK5860;SPC GA E     -   251,173.239   275,625.016   MT  0.99997051   +0 25 42.6
 CK5860;SPC GA E     -   824,057.53    904,279.74   sFT  0.99997051   +0 25 42.6
 CK5860;UTM  17      - 3,569,658.651   465,719.105   MT  0.99961449   -0 11 39.5
 CK5860
 CK5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5860!SPC GA E     -   1.00000064  x   0.99997051  =   0.99997115
 CK5860!UTM  17      -   1.00000064  x   0.99961449  =   0.99961513
 CK5860
 CK5860                          SUPERSEDED SURVEY CONTROL
 CK5860
 CK5860  NAD 83(1986)-  32 15 47.22786(N)    081 21 50.31438(W) AD(       ) 2
 CK5860  NGVD 29 (10/08/91)   26.95   (m)           88.4    (f) LEVELING    3  
 CK5860
 CK5860.Superseded values are not recommended for survey control.
 CK5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5860.See file dsdata.txt to determine how the superseded data were derived.
 CK5860
 CK5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6571969659(NAD 83)
 CK5860_MARKER: P = PIPE CAP
 CK5860_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK5860_SP_SET: METAL PIPE IMBEDDED IN GROUND
 CK5860_MAGNETIC: P = MARKER IS A STEEL PIPE
 CK5860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5860
 CK5860  HISTORY     - Date     Condition        Report By
 CK5860  HISTORY     - UNK      MONUMENTED
 CK5860  HISTORY     - 1982     POOR             GADT
 CK5860
 CK5860                          STATION DESCRIPTION
 CK5860
 CK5860'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5860'THE STATION IS LOCATED APPROXIMATELY 8.6 KM (5.35 MI) SOUTHEAST
 CK5860'OF GUYTON, 12.55 KM (7.8 MI) WEST-SOUTHWEST OF RINCON, AND
 CK5860'15.7 KM (9.75 MI) NORTHWEST OF BLOOMINGDALE ON COUNTY RIGHT OF
 CK5860'WAY.
 CK5860'
 CK5860'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK5860'STATE ROUTE 17 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5860'4.35 KM (2.7 MI) TO THE PINEORA BAPTIST CHURCH ON THE RIGHT.
 CK5860'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.9 KM (0.55 MI) TO
 CK5860'THE JUNCTION OF COUNTY PAVED ROAD 157 CROSSING.  TURN LEFT GOING
 CK5860'SOUTHEAST ALONG COUNTY ROAD 157 FOR 3.5 KM (2.2 MI) TO THE
 CK5860'JUNCTION OF DIRT COUNTY ROAD 179 CROSSING AND THE STATION ON THE
 CK5860'LEFT.
 CK5860'
 CK5860'THE STATION IS A STANDARD USGS BENCH MARK PIPE CAP
 CK5860'STAMPED---88---, ATTACHED TO THE TOP END OF A 3-INCH DIAMETER
 CK5860'STEEL PIPE PROJECTING ABOUT 10 CM ABOVE THE GROUND SURFACE AND
 CK5860'LEANING SLIGHTLY TO THE SOUTHWEST PROBABLY DUE TO BEING MOVED BY
 CK5860'THE GROWTH OF TREE ROOTS.  IT IS LOCATED
 CK5860'9.4 METERS (31 FT) NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 CK5860'157,
 CK5860'5.2 METERS (17 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 179, AND
 CK5860'0.61 METERS (20 FT) EAST FROM A FENCE CORNER.
 CK5860'
 CK5860'DESCRIBED BY W. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1232 ***********************************************************************
 BS1232  DESIGNATION -  88 WLC USGS
 BS1232  PID         -  BS1232
 BS1232  STATE/COUNTY-  GA/COOK
 BS1232  USGS QUAD   -  LENOX (1973)
 BS1232
 BS1232                         *CURRENT SURVEY CONTROL
 BS1232  ___________________________________________________________________
 BS1232* NAD 83(1986)-  31 16 08.     (N)    083 28 19.     (W)     SCALED    
 BS1232* NAVD 88     -        93.108  (meters)     305.47   (feet)  ADJUSTED  
 BS1232  ___________________________________________________________________
 BS1232  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BS1232  DYNAMIC HT  -          92.993 (meters)     305.09  (feet)  COMP
 BS1232  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 BS1232
 BS1232  VERT ORDER  -  SECOND    CLASS 0
 BS1232
 BS1232.The horizontal coordinates were scaled from a topographic map and have
 BS1232.an estimated accuracy of +/- 6 seconds.
 BS1232
 BS1232.The orthometric height was determined by differential leveling
 BS1232.and adjusted by the National Geodetic Survey in June 1991..
 BS1232
 BS1232.The geoid height was determined by GEOID03.
 BS1232
 BS1232.The dynamic height is computed by dividing the NAVD 88
 BS1232.geopotential number by the normal gravity value computed on the
 BS1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1232.degrees latitude (g = 980.6199 gals.).
 BS1232
 BS1232.The modeled gravity was interpolated from observed gravity values.
 BS1232
 BS1232;                    North         East    Units  Estimated Accuracy
 BS1232;SPC GA W     -   140,870.      766,160.      MT  (+/- 180 meters Scaled)
 BS1232
 BS1232                          SUPERSEDED SURVEY CONTROL
 BS1232
 BS1232.No superseded survey control is available for this station.
 BS1232
 BS1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ646620(NAD 83)
 BS1232_MARKER: DD = SURVEY DISK
 BS1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1232_SP_SET: CONCRETE BASE
 BS1232_STAMPING: 88 WLC 1972
 BS1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1232
 BS1232  HISTORY     - Date     Condition        Report By
 BS1232  HISTORY     - 1972     MONUMENTED       USGS
 BS1232  HISTORY     - 1973     GOOD             NGS
 BS1232
 BS1232                          STATION DESCRIPTION
 BS1232
 BS1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1232'0.45 MI SW FROM LENOX.
 BS1232'ABOUT 0.45 MILE SOUTHWEST ALONG KINARD BRIDGE ROAD FROM THE
 BS1232'INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE ROAD AT
 BS1232'LENOX, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 BS1232'AND 1 1/2 FEET WEST OF THE EAST END OF THE CONCRETE BASE FOR THE NORTH
 BS1232'CONCRETE GUARD RAIL ON THE KINARD BRIDGE ROAD OVERPASS FOR INTERSTATE
 BS1232'HIGHWAY 75, 71 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE NORTH
 BS1232'BOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 75, 1.0 FOOT SOUTH OF THE
 BS1232'NORTH CONCRETE GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BS1232'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1231 ***********************************************************************
 BS1231  DESIGNATION -  89 WLC USGS
 BS1231  PID         -  BS1231
 BS1231  STATE/COUNTY-  GA/COOK
 BS1231  USGS QUAD   -  LENOX (1973)
 BS1231
 BS1231                         *CURRENT SURVEY CONTROL
 BS1231  ___________________________________________________________________
 BS1231* NAD 83(1986)-  31 16 22.     (N)    083 27 55.     (W)     SCALED    
 BS1231* NAVD 88     -        86.279  (meters)     283.07   (feet)  ADJUSTED  
 BS1231  ___________________________________________________________________
 BS1231  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1231  DYNAMIC HT  -          86.173 (meters)     282.72  (feet)  COMP
 BS1231  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BS1231
 BS1231  VERT ORDER  -  SECOND    CLASS 0
 BS1231
 BS1231.The horizontal coordinates were scaled from a topographic map and have
 BS1231.an estimated accuracy of +/- 6 seconds.
 BS1231
 BS1231.The orthometric height was determined by differential leveling
 BS1231.and adjusted by the National Geodetic Survey in June 1991..
 BS1231
 BS1231.The geoid height was determined by GEOID03.
 BS1231
 BS1231.The dynamic height is computed by dividing the NAVD 88
 BS1231.geopotential number by the normal gravity value computed on the
 BS1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1231.degrees latitude (g = 980.6199 gals.).
 BS1231
 BS1231.The modeled gravity was interpolated from observed gravity values.
 BS1231
 BS1231;                    North         East    Units  Estimated Accuracy
 BS1231;SPC GA W     -   141,300.      766,790.      MT  (+/- 180 meters Scaled)
 BS1231
 BS1231                          SUPERSEDED SURVEY CONTROL
 BS1231
 BS1231.No superseded survey control is available for this station.
 BS1231
 BS1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ652624(NAD 83)
 BS1231_MARKER: DD = SURVEY DISK
 BS1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1231_SP_SET: CULVERT
 BS1231_STAMPING: 89 WLC 1972
 BS1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1231
 BS1231  HISTORY     - Date     Condition        Report By
 BS1231  HISTORY     - 1972     MONUMENTED       USGS
 BS1231  HISTORY     - 1973     GOOD             NGS
 BS1231
 BS1231                          STATION DESCRIPTION
 BS1231
 BS1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1231'IN LENOX.
 BS1231'AT LENOX, 127 YARDS NORTH ALONG U. S. HIGHWAY 41 FROM THE CENTER OF
 BS1231'THE INTERSECTION OF U. S. HIGHWAY 41, LENOX ROAD AND KINARD BRIDGE
 BS1231'ROAD, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BS1231'AND 1.2 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL FOR
 BS1231'A 24-INCH CONCRETE CULVERT, 15 1/2 FEET NORTH OF THE CENTER LINE OF AN
 BS1231'A 24-INCH STREET, 18 1/2 FEET SOUTHEAST OF A 24-INCH OAK TREE, AND
 BS1231'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0062 ***********************************************************************
 EE0062  DESIGNATION -  897.6
 EE0062  PID         -  EE0062
 EE0062  STATE/COUNTY-  GA/CHEROKEE
 EE0062  USGS QUAD   -  CANTON (1992)
 EE0062
 EE0062                         *CURRENT SURVEY CONTROL
 EE0062  ___________________________________________________________________
 EE0062* NAD 83(1986)-  34 13 09.     (N)    084 28 43.     (W)     SCALED    
 EE0062* NAVD 88     -       273.564  (meters)     897.52   (feet)  ADJUSTED  
 EE0062  ___________________________________________________________________
 EE0062  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE0062  DYNAMIC HT  -         273.270 (meters)     896.55  (feet)  COMP
 EE0062  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 EE0062
 EE0062  VERT ORDER  -  SECOND    CLASS 0
 EE0062
 EE0062.The horizontal coordinates were scaled from a topographic map and have
 EE0062.an estimated accuracy of +/- 6 seconds.
 EE0062
 EE0062.The orthometric height was determined by differential leveling
 EE0062.and adjusted by the National Geodetic Survey in June 1991..
 EE0062
 EE0062.The geoid height was determined by GEOID03.
 EE0062
 EE0062.The dynamic height is computed by dividing the NAVD 88
 EE0062.geopotential number by the normal gravity value computed on the
 EE0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0062.degrees latitude (g = 980.6199 gals.).
 EE0062
 EE0062.The modeled gravity was interpolated from observed gravity values.
 EE0062
 EE0062;                    North         East    Units  Estimated Accuracy
 EE0062;SPC GA W     -   467,860.      671,260.      MT  (+/- 180 meters Scaled)
 EE0062
 EE0062                          SUPERSEDED SURVEY CONTROL
 EE0062
 EE0062  NGVD 29 (??/??/92)  273.533  (m)          897.42   (f) ADJ UNCH    2 0
 EE0062
 EE0062.Superseded values are not recommended for survey control.
 EE0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0062.See file dsdata.txt to determine how the superseded data were derived.
 EE0062
 EE0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC322893(NAD 83)
 EE0062_MARKER: Q = CHISELED SQUARE
 EE0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0062_SP_SET: PIERS
 EE0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0062
 EE0062  HISTORY     - Date     Condition        Report By
 EE0062  HISTORY     - UNK      MONUMENTED       LNRR
 EE0062  HISTORY     - 1972     GOOD             NGS
 EE0062  HISTORY     - 20050822 POOR             LOCENG
 EE0062
 EE0062                          STATION DESCRIPTION
 EE0062
 EE0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0062'1.2 MI SE FROM CANTON.
 EE0062'ABOUT 1.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 EE0062'RAILROAD FROM THE STATION AT CANTON, 0.3 MILE SOUTHEAST OF A
 EE0062'CROSSING OF THE RAILROAD AND STATE HIGHWAY 140, 800 YARDS
 EE0062'SOUTHEAST OF MILEPOST 455, IN AN OFFSET IN THE BANK OF A CUT ON
 EE0062'THE EAST-SOUTHEAST SIDE OF THE TRACK, 6 FEET EAST-SOUTHEAST OF
 EE0062'THE EAST-SOUTHEAST RAIL, A CHISELED SQUARE ON THE SOUTH-SOUTHWEST
 EE0062'CORNER OF THE MORE SOUTHERLY OF THE 2 CONCRETE PIERS NEAREST THE
 EE0062'TRACK FOR A WATER TANK THAT HAS BEEN REMOVED, 392 YARDS SOUTHEAST
 EE0062'OF THE SOUTHEAST END OF A SWITCH, 109 YARDS SOUTHEAST OF A WHISTLE
 EE0062'SIGN, 1.9 FEET ABOVE THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL
 EE0062'OF THE TRACK.  NOTE-- THE PAINT MENTIONED IN THE OLD DESCRIPTION
 EE0062'IS NO LONGER VISIBLE.
 EE0062
 EE0062                          STATION RECOVERY (2005)
 EE0062
 EE0062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0062'MARK RECOVERED, BUT HIGHLY WORN. CEMENT BASE IS STILL IN GOOD
 EE0062'CONDITION,  TOP CORNER IS WORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3249 ***********************************************************************
 DG3249  DESIGNATION -  8A 15 RESET
 DG3249  PID         -  DG3249
 DG3249  STATE/COUNTY-  GA/FULTON
 DG3249  USGS QUAD   -  FAIRBURN (1982)
 DG3249
 DG3249                         *CURRENT SURVEY CONTROL
 DG3249  ___________________________________________________________________
 DG3249* NAD 83(1994)-  33 33 20.57698(N)    084 35 39.84485(W)     ADJUSTED  
 DG3249* NAVD 88     -       319.02   (+/-2cm)    1046.7    (feet)  VERTCON   
 DG3249  ___________________________________________________________________
 DG3249  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DG3249  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DG3249
 DG3249  HORZ ORDER  -  FIRST
 DG3249  VERT ORDER  -  THIRD ? (See Below)
 DG3249
 DG3249.The horizontal coordinates were established by classical geodetic methods
 DG3249.and adjusted by the National Geodetic Survey in September 1997..
 DG3249
 DG3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3249.The vertical order pertains to the NGVD 29 superseded value.
 DG3249
 DG3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3249
 DG3249.The geoid height was determined by GEOID03.
 DG3249
 DG3249;                    North         East     Units Scale Factor Converg.
 DG3249;SPC GA W     -   394,311.282   660,283.114   MT  0.99991944   -0 14 11.2
 DG3249;SPC GA W     - 1,293,669.60  2,166,278.85   sFT  0.99991944   -0 14 11.2
 DG3249;UTM  16      - 3,715,488.756   723,327.403   MT  1.00021492   +1 19 48.9
 DG3249
 DG3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3249!SPC GA W     -   0.99995453  x   0.99991944  =   0.99987397
 DG3249!UTM  16      -   0.99995453  x   1.00021492  =   1.00016944
 DG3249
 DG3249|---------------------------------------------------------------------|
 DG3249| PID    Reference Object                     Distance      Geod. Az  |
 DG3249|                                                           dddmmss.s |
 DG3249| CZ2707 8A 15 RM 1                           23.755 METERS 05307     |
 DG3249| DG3250 FAIRBURN MUNICIPAL TANK             APPROX. 1.3 KM 0550600.1 |
 DG3249| DG3247 UNION CITY MUNICIPAL TANK           APPROX. 4.9 KM 0565645.8 |
 DG3249| DG3248 NEW ORLEANS AWY BCN 41              APPROX. 5.0 KM 0592701.3 |
 DG3249| DG3257 8A 15 RM 3                           28.365 METERS 10644     |
 DG3249| CZ2708 8A 15 RM 2                           21.094 METERS 15051     |
 DG3249| CZ2705 8A 16                                              2321843.9 |
 DG3249| CZ2706 8A 15 AZ MK RESET                                  2321848.3 |
 DG3249| DG3260 PALMETTO MUNICIPAL TANK             APPROX. 8.3 KM 2390903.5 |
 DG3249| DG3261 PALMETTO COTTON MILLS TANK          APPROX. 7.4 KM 2412703.6 |
 DG3249|---------------------------------------------------------------------|
 DG3249
 DG3249                          SUPERSEDED SURVEY CONTROL
 DG3249
 DG3249  NAD 83(1994)-  33 33 20.58345(N)    084 35 39.84429(W) AD(       ) 1
 DG3249  NAD 83(1986)-  33 33 20.58422(N)    084 35 39.84397(W) AD(       ) 1
 DG3249  NAD 27      -  33 33 20.18200(N)    084 35 40.09700(W) AD(       ) 1
 DG3249  NGVD 29 (07/19/86)  318.98   (m)         1046.5    (f) LEVELING    3  
 DG3249
 DG3249.Superseded values are not recommended for survey control.
 DG3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3249.See file dsdata.txt to determine how the superseded data were derived.
 DG3249
 DG3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2332715489(NAD 83)
 DG3249_MARKER: DD = SURVEY DISK
 DG3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3249
 DG3249  HISTORY     - Date     Condition        Report By
 DG3249  HISTORY     - 1953     MONUMENTED       GAGS
 DG3249  HISTORY     - 1941     GOOD             CGS
 DG3249  HISTORY     - 1953     SEE DESCRIPTION  CGS
 DG3249  HISTORY     - 1973     GOOD             NGS
 DG3249
 DG3249                          STATION DESCRIPTION
 DG3249
 DG3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3249'STATION IS 1.15 MILES SW OF THE FAIRBURN DEPOT, 27 FEET SE OF THE
 DG3249'CENTER LINE OF U.S. HIGHWAY 29, AND 24.7 FEET NW OF THE SOUTHBOUND
 DG3249'ATLANTA AND WEST POINT RAILROAD TRACK AND 207 FEET SW OF A GRADE
 DG3249'CROSSING.
 DG3249'
 DG3249'STATION MARK IS A STANDARD STATE SURVEY DISK SET IN A ROUND
 DG3249'CONCRETE POST, ABOUT 6 INCHES IN DIAMETER, THAT IS SET FLUSH WITH
 DG3249'THE GROUND.
 DG3249'
 DG3249'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DG3249'
 DG3249'REFERENCE MARK NO. 1 IS 27 FEET NW OF THE SOUTHBOUND TRACK AND 26
 DG3249'FEET SE OF THE CENTER LINE OF U.S. HIGHWAY 29.
 DG3249'
 DG3249'REFERENCE MARK NO. 2 IS 25 FEET SE OF THE NORTHBOUND TRACK.
 DG3249'
 DG3249'AZIMUTH MARK IS A STANDARD STATE SURVEY DISK (8A-16) SET IN A
 DG3249'CONCRETE POST, 6 INCHES IN DIAMETER, THAT IS FLUSH WITH THE
 DG3249'SURFACE OF THE GROUND.  IT IS LOCATED 1.05 MILES SW OF THE STATION
 DG3249'ON THE S SIDE OF U.S. HIGHWAY 29, 30.3 FEET NW OF THE CENTER OF THE
 DG3249'RAILROAD TRACKS, AND 52.7 FEET SE OF THE CENTER LINE OF U.S. HIGHWAY
 DG3249'29.  A 4- BY 4-INCH WHITE WOODEN POST WAS SET NEAR THE MARK.
 DG3249'
 DG3249'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DG3249
 DG3249                          STATION RECOVERY (1953)
 DG3249
 DG3249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG3249'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  NO
 DG3249'SUB-SURFACE MARK WAS SET WHEN THE STATION WAS ESTABLISHED. THE
 DG3249'STATION MARK WAS BROKEN OFF ABOUT 6 INCHES BELOW THE SURFACE OF THE
 DG3249'GROUND.  THE STATION WAS REESTABLISHED WITH A SUB-SURFACE AND A
 DG3249'SURFACE MARK SET BY THE MEASUREMENTS OF THE REFERENCE MARKS WHICH
 DG3249'WERE HORIZONTAL.  THE AZIMUTH MARK (8 A 16) (GA. GEOD. S.) WAS ALSO
 DG3249'FOUND TO HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK WAS SET IN THE
 DG3249'ORIGINAL LOCATION OF THE OLD MARK.  REFERENCE MARK NO. 1 AND NO. 2
 DG3249'WERE FOUND TO BE IN GOOD CONDITION.
 DG3249'
 DG3249'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DG3249'
 DG3249'THE STATION IS LOCATED 1.15 MILES SOUTHWEST OF THE FAIRBURN
 DG3249'RAILROAD STATION, 27.5 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 DG3249'HIGHWAY 29, 24.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DG3249'SOUTHBOUND TRACKS OF THE ATLANTA AND WEST POINT RAILROAD, 207 FEET
 DG3249'SOUTHWEST OF A ROAD CROSSING AND 11.6 FEET SOUTHEAST OF A TELEPHONE
 DG3249'POLE.  IT IS A STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF A
 DG3249'10 INCH ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS STAMPED 8 A
 DG3249'15 1941 1953.
 DG3249'
 DG3249'REFERENCE MARK NO. 1 IS 23.758 METERS NORTHEAST OF THE STATION, 27
 DG3249'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK, 28.8
 DG3249'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 29 AND 129 FEET
 DG3249'SOUTHWEST OF A ROAD CROSSING (BOHANNON ROAD) IT IS A STANDARD DISK,
 DG3249'STAMPED 8 A 15 NO 1 1941, FLUSH WITH THE SURFACE OF THE GROUND.
 DG3249'
 DG3249'REFERENCE MARK NO. 2 IS 21.094 METERS SOUTHEAST OF THE STATION, 25
 DG3249'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 59 FEET NORTH OF
 DG3249'A TELEGRAPH POLE AND AT THE NORTH EDGE OF A CULTIVATED FIELD.  IT IS
 DG3249'A STANDARD DISK SET IN THE TOP OF A 12 INC SQUARE CONCRETE POST.  IT
 DG3249'IS STAMPED 8 A 15 NO 2 1941 AND IS FLUSH WITH THE SURFACE OF THE
 DG3249'GROUND
 DG3249'
 DG3249'THE AZIMUTH MARK IS 1.0 MILE SOUTHWEST OF THE STATION BETWEEN THE
 DG3249'RAILROAD TRACKS AND U.S. HIGHWAY 29 ON THE HIGHEST POINT OF A SMALL
 DG3249'CUT.  IT IS 30 FEET NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 DG3249'TRACKS, 54 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 29, AND
 DG3249'61.5 FEET EAST OF A TELEGRAPH POLE.  IT IS A STANDARD DISK SET IN
 DG3249'THE TOP OF A 10-INCH ROUND CONCRETE POST PROJECTING 4 INCHES AND
 DG3249'STAMPED 8 A 15 1941 RESET 1953.
 DG3249
 DG3249                          STATION RECOVERY (1973)
 DG3249
 DG3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3249'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 DG3249'TO BE IN GOOD CONDITION AS DESCRIBED BY E. B. L. IN 1953.  THE
 DG3249'AZIMUTH MARK WAS FOUND WITH THE MONUMENT BROKEN OFF AND THE DISK
 DG3249'DESTROYED.  REFERENCE MARK 2 WAS SEARCHED FOR BUT WAS NOT FOUND
 DG3249'AND IS BELIEVED TO BE DESTROYED.  THE DISTANCE TO REFERENCE MARK
 DG3249'1 CHECKED BUT A DIRECTION COULD NOT BE CHECKED DUE TO THE
 DG3249'DESTRUCTION OF THE OTHER MARKS.  THE STATION MARK COULD NOT BE
 DG3249'BUILT OVER DUE TO OVERHEAD UTILITY LINES.  REFERENCE MARKS 3
 DG3249'AND 4 WERE ESTABLISHED AT THIS TIME AND REFERENCE MARK 3 WAS
 DG3249'BUILT OVER AND OCCUPIED AT THIS TIME.  REFERENCE MARK 4 IS
 DG3249'BLOCKED TO THE STATION BY UTILITY POLES.  FOLLOWING IS A NEW
 DG3249'AND COMPLETE DESCRIPTION.
 DG3249'
 DG3249'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PALMETTO, 1
 DG3249'MILE SOUTHWEST OF FAIRBURN AND IS ON PROPERTY OWNED BY ATLANTA
 DG3249'WEST POINT RAILROAD, NO. 4 HUNTER STREET, ATLANTA, GEORGIA.
 DG3249'
 DG3249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 DG3249'STATE HIGHWAY 92 IN FAIRBURN, GO SOUTHWEST ON HIGHWAY 29 FOR 0.8
 DG3249'MILE TO REFERENCE MARK 4 ON THE LEFT.  CONTINUE AHEAD, SOUTHWEST,
 DG3249'ON THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT (BOHANNON
 DG3249'ROAD).  CONTINUE AHEAD, SOUTHWEST, ON THE HIGHWAY FOR ABOUT 150
 DG3249'FEET TO THE STATION ON THE LEFT.
 DG3249'
 DG3249'STATION MARKS ARE STANDARD DISKS STAMPED 8 A 15 1941 1953.  THE
 DG3249'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DG3249'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET
 DG3249'NORTHWEST OF THE WEST RAIL OF A RAILROAD TRACK, 27 FEET SOUTHEAST
 DG3249'OF THE CENTER OF THE HIGHWAY, 4 FEET NORTHWEST OF A UTILITY POLE
 DG3249'AND 1.1 FEET NORTH OF A METAL WITNESS POST.  THE 1953 DATA
 DG3249'STATES THAT AN UNDERGROUND MARK WAS SET.
 DG3249'
 DG3249'REFERENCE MARK 1, A STANDARD DISK STAMPED 8 A 15 NO 1 1941, IS
 DG3249'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2
 DG3249'INCHES BELOW THE GROUND SURFACE.  IT IS 77 FEET NORTHEAST OF THE
 DG3249'UTILITY POLE AND METAL WITNESS POST, 38 FEET NORTHWEST OF THE
 DG3249'WEST RAIL OF THE RAILROAD TRACK AND 28 FEET SOUTHEAST OF THE
 DG3249'CENTER OF THE HIGHWAY.
 DG3249'
 DG3249'REFERENCE MARK 3, A STANDARD DISK STAMPED 8 A 15 1941 NO 3 1973,
 DG3249'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3249'IS FLUSH WITH THE GROUND SURFACE.  IT IS 150 FEET SOUTHWEST OF
 DG3249'THE CENTER OF BOHANNON ROAD, 85 FEET NORTHWEST OF THE CENTER OF
 DG3249'THE ROAD, 32 FEET SOUTHEAST OF THE EAST RAIL OF THE RAILROAD
 DG3249'TRACK AND 29.5 FEET NORTH OF UTILITY POLE NUMBER 13894.
 DG3249'
 DG3249'REFERENCE MARK 4, A STANDARD DISK STAMPED 8 A 15 1941 NO 4 1973,
 DG3249'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3249'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 35 FEET NORTHWEST
 DG3249'OF THE WEST RAIL OF THE RAILROAD TRACK, 30.5 FEET SOUTHEAST OF THE
 DG3249'CENTER OF THE HIGHWAY, 5 FEET SOUTH-SOUTHWEST OF A UTILITY POLE
 DG3249'AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 DG3249'
 DG3249'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 DG3249'
 DG3249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3249'1 MILE SOUTHWEST OF FAIRBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3257 ***********************************************************************
 DG3257  DESIGNATION -  8A 15 RM 3
 DG3257  PID         -  DG3257
 DG3257  STATE/COUNTY-  GA/FULTON
 DG3257  USGS QUAD   -  FAIRBURN (1982)
 DG3257
 DG3257                         *CURRENT SURVEY CONTROL
 DG3257  ___________________________________________________________________
 DG3257* NAD 83(1994)-  33 33 20.31179(N)    084 35 38.79183(W)     ADJUSTED  
 DG3257* NAVD 88     -       318.57   (+/-2cm)    1045.2    (feet)  VERTCON   
 DG3257  ___________________________________________________________________
 DG3257  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DG3257  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DG3257
 DG3257  HORZ ORDER  -  FIRST
 DG3257  VERT ORDER  -  THIRD ? (See Below)
 DG3257
 DG3257.The horizontal coordinates were established by classical geodetic methods
 DG3257.and adjusted by the National Geodetic Survey in September 1997..
 DG3257
 DG3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3257.The vertical order pertains to the NGVD 29 superseded value.
 DG3257
 DG3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3257
 DG3257.The geoid height was determined by GEOID03.
 DG3257
 DG3257;                    North         East     Units Scale Factor Converg.
 DG3257;SPC GA W     -   394,303.000   660,310.241   MT  0.99991941   -0 14 10.6
 DG3257;SPC GA W     - 1,293,642.43  2,166,367.85   sFT  0.99991941   -0 14 10.6
 DG3257;UTM  16      - 3,715,481.217   723,354.754   MT  1.00021508   +1 19 49.4
 DG3257
 DG3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3257!SPC GA W     -   0.99995460  x   0.99991941  =   0.99987401
 DG3257!UTM  16      -   0.99995460  x   1.00021508  =   1.00016967
 DG3257
 DG3257:                Primary Azimuth Mark                     Grid Az
 DG3257:SPC GA W     -  8A 15 RM 4                               049 32 27.2
 DG3257:UTM  16      -  8A 15 RM 4                               047 58 27.2
 DG3257
 DG3257|---------------------------------------------------------------------|
 DG3257| PID    Reference Object                     Distance      Geod. Az  |
 DG3257|                                                           dddmmss.s |
 DG3257| CZ2709 8A 15 RM 4                                         0491816.6 |
 DG3257| DG3250 FAIRBURN MUNICIPAL TANK             APPROX. 1.3 KM 0540605.9 |
 DG3257| DG3247 UNION CITY MUNICIPAL TANK           APPROX. 4.8 KM 0564124.1 |
 DG3257| DG3260 PALMETTO MUNICIPAL TANK             APPROX. 8.3 KM 2391745.2 |
 DG3257| DG3264 PALMETTO N MUN TANK                 APPROX. 7.4 KM 2463425.4 |
 DG3257| DG3249 8A 15 RESET                          28.365 METERS 28644     |
 DG3257| CZ2707 8A 15 RM 1                           23.869 METERS 33956     |
 DG3257|---------------------------------------------------------------------|
 DG3257
 DG3257                          SUPERSEDED SURVEY CONTROL
 DG3257
 DG3257  NAD 83(1994)-  33 33 20.31826(N)    084 35 38.79126(W) AD(       ) 1
 DG3257  NAD 83(1986)-  33 33 20.31892(N)    084 35 38.79045(W) AD(       ) 1
 DG3257  NAD 27      -  33 33 19.91680(N)    084 35 39.04397(W) AD(       ) 1
 DG3257  NGVD 29 (07/19/86)  318.53   (m)         1045.0    (f) LEVELING    3  
 DG3257
 DG3257.Superseded values are not recommended for survey control.
 DG3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3257.See file dsdata.txt to determine how the superseded data were derived.
 DG3257
 DG3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2335515481(NAD 83)
 DG3257_MARKER: DR = REFERENCE MARK DISK
 DG3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3257
 DG3257  HISTORY     - Date     Condition        Report By
 DG3257  HISTORY     - 1973     MONUMENTED       NGS
 DG3257
 DG3257                          STATION DESCRIPTION
 DG3257
 DG3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3257'DUE TO ITS LOCATION UNDER UTILITY LINES, TRIANGULATION STATION
 DG3257'8 A 15 (GA GEOD S) 1941 COULD NOT BE BUILT OVER.  REFERENCE MARK
 DG3257'3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 DG3257'
 DG3257'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PALMETTO, 1
 DG3257'MILE SOUTHWEST OF FAIRBURN AND ON PROPERTY OWNED BY ATLANTA WEST
 DG3257'POINT RAILROAD, NO. 4 HUNTER STREET, ATLANTA, GEORGIA.
 DG3257'
 DG3257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 DG3257'STATE HIGHWAY 92 IN FAIRBURN, GO SOUTHWEST ON HIGHWAY 29 FOR 0.8
 DG3257'MILE TO REFERENCE MARK 4 ON THE LEFT.  CONTINUE AHEAD, SOUTHWEST,
 DG3257'ON THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 DG3257'GO EASTERLY ON BOHANNON ROAD FOR ABOUT 100 FEET, CROSSING A
 DG3257'RAILROAD TRACK, TO THE STATION ON THE RIGHT.
 DG3257'
 DG3257'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED 8 A
 DG3257'15 1941 NO 3 1973.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DG3257'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DG3257'150 FEET SOUTHWEST OF THE CENTER OF BOHANNON ROAD, 85 FEET
 DG3257'NORTHWEST OF THE CENTER OF THE ROAD, 32 FEET SOUTHEAST OF THE
 DG3257'EAST RAIL OF THE RAILROAD TRACK AND 29.5 FEET NORTH OF UTILITY
 DG3257'POLE NUMBER 13894.  NO UNDERGROUND MARK WAS ESTABLISHED AT
 DG3257'THIS TIME.
 DG3257'
 DG3257'8 A 15 (GA GEOD S) 1941 IS A STANDARD STATION MARK DISK STAMPED
 DG3257'8 A 15 1941 1953.  IT IS SET IN THE TOP OF A 12-INCH SQUARE
 DG3257'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DG3257'39 FEET NORTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK, 27 FEET
 DG3257'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 4 FEET NORTHWEST OF A
 DG3257'UTILITY POLE AND 1.1 FEET NORTH OF A METAL WITNESS POST.  THE
 DG3257'1953 DATA STATE THAT AN UNDERGROUND MARK WAS SET.
 DG3257'
 DG3257'REFERENCE MARK 1, A STANDARD DISK STAMPED 8 A 15 NO 1 1941, IS
 DG3257'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2
 DG3257'INCHES BELOW THE GROUND SURFACE.  IT IS 77 FEET NORTHEAST OF THE
 DG3257'UTILITY POLE AND METAL WITNESS POST, 38 FEET NORTHWEST OF THE WEST
 DG3257'RAIL OF THE RAILROAD TRACK AND 28 FEET SOUTHEAST OF THE CENTER OF
 DG3257'THE HIGHWAY.
 DG3257'
 DG3257'REFERENCE MARK 4, A STANDARD DISK STAMPED 8 A 15 1941 NO 4 1973,
 DG3257'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3257'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 35 FEET NORTHWEST
 DG3257'OF THE WEST RAIL OF THE RAILROAD TRACK, 30.5 FEET SOUTHEAST OF THE
 DG3257'CENTER OF THE HIGHWAY, 5 FEET SOUTH-SOUTHWEST OF A UTILITY POLE
 DG3257'AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 DG3257'
 DG3257'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0972 ***********************************************************************
 DG0972  DESIGNATION -  9 A 11
 DG0972  PID         -  DG0972
 DG0972  STATE/COUNTY-  GA/COWETA
 DG0972  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG0972
 DG0972                         *CURRENT SURVEY CONTROL
 DG0972  ___________________________________________________________________
 DG0972* NAD 83(1986)-  33 22 27.     (N)    084 47 49.     (W)     SCALED    
 DG0972* NAVD 88     -       292.374  (meters)     959.23   (feet)  ADJUSTED  
 DG0972  ___________________________________________________________________
 DG0972  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG0972  DYNAMIC HT  -         292.046 (meters)     958.15  (feet)  COMP
 DG0972  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 DG0972
 DG0972  VERT ORDER  -  SECOND    CLASS 0
 DG0972
 DG0972.The horizontal coordinates were scaled from a topographic map and have
 DG0972.an estimated accuracy of +/- 6 seconds.
 DG0972
 DG0972.The orthometric height was determined by differential leveling
 DG0972.and adjusted by the National Geodetic Survey in June 1991..
 DG0972
 DG0972.The geoid height was determined by GEOID03.
 DG0972
 DG0972.The dynamic height is computed by dividing the NAVD 88
 DG0972.geopotential number by the normal gravity value computed on the
 DG0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0972.degrees latitude (g = 980.6199 gals.).
 DG0972
 DG0972.The modeled gravity was interpolated from observed gravity values.
 DG0972
 DG0972;                    North         East    Units  Estimated Accuracy
 DG0972;SPC GA W     -   374,270.      641,350.      MT  (+/- 180 meters Scaled)
 DG0972
 DG0972                          SUPERSEDED SURVEY CONTROL
 DG0972
 DG0972  NGVD 29 (??/??/92)  292.350  (m)          959.15   (f) ADJ UNCH    2 0
 DG0972
 DG0972.Superseded values are not recommended for survey control.
 DG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0972.See file dsdata.txt to determine how the superseded data were derived.
 DG0972
 DG0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB049949(NAD 83)
 DG0972_MARKER: DB = BENCH MARK DISK
 DG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0972_STAMPING: 9 A 11
 DG0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0972+STABILITY: SURFACE MOTION
 DG0972
 DG0972  HISTORY     - Date     Condition        Report By
 DG0972  HISTORY     - UNK      MONUMENTED       GAGS
 DG0972  HISTORY     - 1934     GOOD             NGS
 DG0972
 DG0972                          STATION DESCRIPTION
 DG0972
 DG0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG0972'AT NEWNAN.
 DG0972'AT NEWNAN, COWETA COUNTY, AT THE FREIGHT STATION, 90 FEET NORTH
 DG0972'OF THE CENTERLINE OF EAST BROAD STREET, 25 FEET WEST OF THE
 DG0972'MAIN LINE TRACKS, 15 FEET DIRECTLY EAST OF THE MAIN ENTRANCE
 DG0972'TO THE FREIGHT DEPOT, AND SET IN THE TOP OF A CONCRETE POST
 DG0972'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE6337 ***********************************************************************
 AE6337  DESIGNATION -  9 B 14
 AE6337  PID         -  AE6337
 AE6337  STATE/COUNTY-  GA/MONROE
 AE6337  USGS QUAD   -  MACON NW (1985)
 AE6337
 AE6337                         *CURRENT SURVEY CONTROL
 AE6337  ___________________________________________________________________
 AE6337* NAD 83(1986)-  32 59 57.     (N)    083 43 30.     (W)     SCALED    
 AE6337* NAVD 88     -       106.33   (meters)     348.9    (feet)  RESET     
 AE6337  ___________________________________________________________________
 AE6337  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AE6337
 AE6337  VERT ORDER  -  THIRD
 AE6337
 AE6337.The horizontal coordinates were scaled from a topographic map and have
 AE6337.an estimated accuracy of +/- 6 seconds.
 AE6337
 AE6337.The orthometric height was computed from unverified reset data.
 AE6337
 AE6337.The geoid height was determined by GEOID03.
 AE6337
 AE6337;                    North         East    Units  Estimated Accuracy
 AE6337;SPC GA W     -   332,600.      741,270.      MT  (+/- 180 meters Scaled)
 AE6337
 AE6337                          SUPERSEDED SURVEY CONTROL
 AE6337
 AE6337.No superseded survey control is available for this station.
 AE6337
 AE6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS454544(NAD 83)
 AE6337_MARKER: DD = SURVEY DISK
 AE6337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6337_STAMPING: 9 B 14
 AE6337_MARK LOGO: GAGS  
 AE6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6337+STABILITY: SURFACE MOTION
 AE6337
 AE6337  HISTORY     - Date     Condition        Report By
 AE6337  HISTORY     - 1967     MONUMENTED       GAGS
 AE6337
 AE6337                          STATION DESCRIPTION
 AE6337
 AE6337'DESCRIBED BY GEORGIA GEODETIC SURVEY 1967 (JB)
 AE6337'12.5 MILES (20.1 KM) AIR LINE NNW OF HEART OF DOWNTOWN MACON, ABOUT
 AE6337'5.2 MILES (8.4 KM) NE OF BOLINBROKE, ABOUT 360 FEET (109.7 M) ALONG
 AE6337'THE RAIL FROM THE WOODS ROAD CROSSING OF THE SOUTHERN RAILWAY AT OLD
 AE6337'NOW-REMOVED STATION OF POPES FERRY, N OF THE CROSSING THAT IS, 5.4
 AE6337'FEET (1.6 M) EAST OF THE EAST RAIL, 2.0 FEET (0.6 M) LOWER THAN TOP OF
 AE6337'SAME, 211.9 FEET (64.6 M) SOUTH OF SWITCH STAND AT NORTH END OF LONG
 AE6337'SHARP RR CURVE AND AT S END OF SPUR-SIDE TRACK TO LOCAL QUARRY, 0.2
 AE6337'FOOT (6.1 CM) EAST OF THE PROJECTED LINE OF MAIN-LINE W RAIL OF THE
 AE6337'TANGENT FROM THE NORTH, 4 FEET (1.2 M) EAST OF SPOT OF RED CLAY ON THE
 AE6337'FILL, A STANDARD COAST SURVEY AND STATE SURVEY DISK IS STAMPED AS
 AE6337'ABOVE AND SET IN TOP OF A SQUARE CONCRETE POST THAT IS ABOUT 0.5 FOOT
 AE6337'(15.2 CM) BELOW THE SURFACE OF THE EAST FILL THAT IS GUESSED JUST
 AE6337'COULD HAVE POSSIBLY SETTLED SLIGHTLY OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0933 ***********************************************************************
 CL0933  DESIGNATION -  9 BC 9
 CL0933  PID         -  CL0933
 CL0933  STATE/COUNTY-  GA/BIBB
 CL0933  USGS QUAD   -  MACON EAST (1985)
 CL0933
 CL0933                         *CURRENT SURVEY CONTROL
 CL0933  ___________________________________________________________________
 CL0933* NAD 83(1986)-  32 48 19.     (N)    083 30 32.     (W)     SCALED    
 CL0933* NAVD 88     -       121.010  (meters)     397.01   (feet)  ADJUSTED  
 CL0933  ___________________________________________________________________
 CL0933  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CL0933  DYNAMIC HT  -         120.876 (meters)     396.57  (feet)  COMP
 CL0933  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 CL0933
 CL0933  VERT ORDER  -  FIRST     CLASS II
 CL0933
 CL0933.The horizontal coordinates were scaled from a topographic map and have
 CL0933.an estimated accuracy of +/- 6 seconds.
 CL0933
 CL0933.The orthometric height was determined by differential leveling
 CL0933.and adjusted by the National Geodetic Survey in June 1991..
 CL0933
 CL0933.The geoid height was determined by GEOID03.
 CL0933
 CL0933.The dynamic height is computed by dividing the NAVD 88
 CL0933.geopotential number by the normal gravity value computed on the
 CL0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0933.degrees latitude (g = 980.6199 gals.).
 CL0933
 CL0933.The modeled gravity was interpolated from observed gravity values.
 CL0933
 CL0933;                    North         East    Units  Estimated Accuracy
 CL0933;SPC GA W     -   311,200.      761,600.      MT  (+/- 180 meters Scaled)
 CL0933
 CL0933                          SUPERSEDED SURVEY CONTROL
 CL0933
 CL0933  NGVD 29 (??/??/92)  121.146  (m)          397.46   (f) ADJ UNCH    1 2
 CL0933
 CL0933.Superseded values are not recommended for survey control.
 CL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0933.See file dsdata.txt to determine how the superseded data were derived.
 CL0933
 CL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS650324(NAD 83)
 CL0933_MARKER: DD = SURVEY DISK
 CL0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0933_STAMPING: 9 BC 9
 CL0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0933+STABILITY: SURFACE MOTION
 CL0933
 CL0933  HISTORY     - Date     Condition        Report By
 CL0933  HISTORY     - UNK      MONUMENTED       GAGS
 CL0933  HISTORY     - 1962     GOOD             NGS
 CL0933
 CL0933                          STATION DESCRIPTION
 CL0933
 CL0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0933'0.9 MI NW FROM DRY BRANCH.
 CL0933'ABOUT 0.6 MILE WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM THE
 CL0933'STATION AT DRY BRANCH, THENCE 0.3 MILE NORTH ALONG A DIM NARROW FARM
 CL0933'ROAD, 0.2 MILE SOUTHEAST OF THE JUNCTION OF THE NARROW ROAD AND
 CL0933'U.S. HIGHWAY 80, NEAR THE NORTH CORNER OF A YARD, SET IN A
 CL0933'TRIANGLE FORMED BY 3 VERTICAL RAILS WHICH PROJECTS 6 INCHES ABOVE
 CL0933'THE LEVEL OF THE GROUND, 62 1/2 FEET NORTH OF THE NORTH CORNER OF
 CL0933'A FRAME HOUSE, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 25 1/2
 CL0933'FEET SOUTHWEST OF THE EDGE OF A HIGHWAY BANK, 83 FEET SOUTH OF A
 CL0933'POWER LINE POLE WITH A TRANSFORMER, 1/2 FOOT ABOVE THE LEVEL OF THE
 CL0933'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CL0933'ABOVE THE LEVEL OF THE GROUND.  NOTE-- SLANTING DISK, ROD HELD OVER
 CL0933'STAMPING 9 B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0460 ***********************************************************************
 CK0460  DESIGNATION -  9 C 1 GAGS
 CK0460  PID         -  CK0460
 CK0460  STATE/COUNTY-  GA/BRYAN
 CK0460  USGS QUAD   -  EDEN (1976)
 CK0460
 CK0460                         *CURRENT SURVEY CONTROL
 CK0460  ___________________________________________________________________
 CK0460* NAD 83(1986)-  32 07 49.     (N)    081 26 58.     (W)     SCALED    
 CK0460* NAVD 88     -        20.349  (meters)      66.76   (feet)  ADJUSTED  
 CK0460  ___________________________________________________________________
 CK0460  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CK0460  DYNAMIC HT  -          20.325 (meters)      66.68  (feet)  COMP
 CK0460  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CK0460
 CK0460  VERT ORDER  -  SECOND    CLASS 0
 CK0460
 CK0460.The horizontal coordinates were scaled from a topographic map and have
 CK0460.an estimated accuracy of +/- 6 seconds.
 CK0460
 CK0460.The orthometric height was determined by differential leveling
 CK0460.and adjusted by the National Geodetic Survey in June 1991..
 CK0460
 CK0460.The geoid height was determined by GEOID03.
 CK0460
 CK0460.The dynamic height is computed by dividing the NAVD 88
 CK0460.geopotential number by the normal gravity value computed on the
 CK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0460.degrees latitude (g = 980.6199 gals.).
 CK0460
 CK0460.The modeled gravity was interpolated from observed gravity values.
 CK0460
 CK0460;                    North         East    Units  Estimated Accuracy
 CK0460;SPC GA E     -   236,390.      267,670.      MT  (+/- 180 meters Scaled)
 CK0460
 CK0460                          SUPERSEDED SURVEY CONTROL
 CK0460
 CK0460  NGVD 29 (??/??/92)   20.607  (m)           67.61   (f) ADJ UNCH    2 0
 CK0460
 CK0460.Superseded values are not recommended for survey control.
 CK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0460.See file dsdata.txt to determine how the superseded data were derived.
 CK0460
 CK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR576549(NAD 83)
 CK0460_MARKER: DD = SURVEY DISK
 CK0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0460_STAMPING: 9 C 1
 CK0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0460+STABILITY: SURFACE MOTION
 CK0460
 CK0460  HISTORY     - Date     Condition        Report By
 CK0460  HISTORY     - UNK      MONUMENTED       GAGS
 CK0460  HISTORY     - 1935     GOOD             NGS
 CK0460
 CK0460                          STATION DESCRIPTION
 CK0460
 CK0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0460'1.8 MI SW FROM CUYLER.
 CK0460'1.8 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 CK0460'CUYLER, BRYAN COUNTY, AT ARDEN, 42 YARDS WEST OF THE WEST SIDE
 CK0460'OF THE SECTION TOOL HOUSE, ACROSS THE TRACK FROM AND EAST OF
 CK0460'A TURPENTINE STILL, 20 FEET EAST OF THE CENTER OF A ROAD CROSSING,
 CK0460'AND 8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STATE
 CK0460'SURVEY STANDARD DISK, STAMPED 9 C 1 AND SET IN THE TOP OF A
 CK0460'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0030 ***********************************************************************
 CK0030  DESIGNATION -  9 C 10
 CK0030  PID         -  CK0030
 CK0030  STATE/COUNTY-  GA/BRYAN
 CK0030  USGS QUAD   -  GROVELAND (1976)
 CK0030
 CK0030                         *CURRENT SURVEY CONTROL
 CK0030  ___________________________________________________________________
 CK0030* NAD 83(1986)-  32 08 09.     (N)    081 37 47.     (W)     SCALED    
 CK0030* NAVD 88     -        27.752  (meters)      91.05   (feet)  ADJUSTED  
 CK0030  ___________________________________________________________________
 CK0030  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CK0030  DYNAMIC HT  -          27.720 (meters)      90.94  (feet)  COMP
 CK0030  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CK0030
 CK0030  VERT ORDER  -  SECOND    CLASS 0
 CK0030
 CK0030.The horizontal coordinates were scaled from a topographic map and have
 CK0030.an estimated accuracy of +/- 6 seconds.
 CK0030
 CK0030.The orthometric height was determined by differential leveling
 CK0030.and adjusted by the National Geodetic Survey in June 1991..
 CK0030
 CK0030.The geoid height was determined by GEOID03.
 CK0030
 CK0030.The dynamic height is computed by dividing the NAVD 88
 CK0030.geopotential number by the normal gravity value computed on the
 CK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0030.degrees latitude (g = 980.6199 gals.).
 CK0030
 CK0030.The modeled gravity was interpolated from observed gravity values.
 CK0030
 CK0030;                    North         East    Units  Estimated Accuracy
 CK0030;SPC GA E     -   236,900.      250,660.      MT  (+/- 180 meters Scaled)
 CK0030
 CK0030                          SUPERSEDED SURVEY CONTROL
 CK0030
 CK0030  NGVD 29 (??/??/92)   28.001  (m)           91.87   (f) ADJ UNCH    2 0
 CK0030
 CK0030.Superseded values are not recommended for survey control.
 CK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0030.See file dsdata.txt to determine how the superseded data were derived.
 CK0030
 CK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR406556(NAD 83)
 CK0030_MARKER: DB = BENCH MARK DISK
 CK0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0030_STAMPING: 9 C 10
 CK0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0030+STABILITY: SURFACE MOTION
 CK0030
 CK0030  HISTORY     - Date     Condition        Report By
 CK0030  HISTORY     - UNK      MONUMENTED       GAGS
 CK0030  HISTORY     - 1935     GOOD             NGS
 CK0030  HISTORY     - 19890609 MARK NOT FOUND   USPSQD
 CK0030  HISTORY     - 20010216 MARK NOT FOUND   NGS
 CK0030
 CK0030                          STATION DESCRIPTION
 CK0030
 CK0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0030'0.4 MI W FROM PEMBROKE.
 CK0030'ABOUT 0.4 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0030'STATION AT PEMBROKE, BRYAN COUNTY, ABOUT 146 YARDS EAST OF
 CK0030'MILEPOST 529, 49 FEET WEST OF THE CENTER OF A ROAD CROSSING, 20
 CK0030'FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 CK0030'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 9 C 10 AND SET
 CK0030'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 CK0030'GROUND.
 CK0030
 CK0030                          STATION RECOVERY (1989)
 CK0030
 CK0030'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0030'MARK NOT FOUND.
 CK0030
 CK0030                          STATION RECOVERY (2001)
 CK0030
 CK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK0030'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CK0030' 
 CK0030' 
 CK0030'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0031 ***********************************************************************
 CK0031  DESIGNATION -  9 C 11
 CK0031  PID         -  CK0031
 CK0031  STATE/COUNTY-  GA/BRYAN
 CK0031  USGS QUAD   -  GROVELAND (1976)
 CK0031
 CK0031                         *CURRENT SURVEY CONTROL
 CK0031  ___________________________________________________________________
 CK0031* NAD 83(1994)-  32 08 17.75858(N)    081 39 47.79325(W)     ADJUSTED  
 CK0031* NAVD 88     -        30.878  (meters)     101.31   (feet)  ADJUSTED  
 CK0031  ___________________________________________________________________
 CK0031  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK0031  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK0031  DYNAMIC HT  -          30.842 (meters)     101.19  (feet)  COMP
 CK0031  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 CK0031
 CK0031  HORZ ORDER  -  SECOND
 CK0031  VERT ORDER  -  SECOND    CLASS 0
 CK0031
 CK0031.The horizontal coordinates were established by classical geodetic methods
 CK0031.and adjusted by the National Geodetic Survey in September 1997..
 CK0031.No horizontal observational check was made to the station.
 CK0031
 CK0031.The orthometric height was determined by differential leveling
 CK0031.and adjusted by the National Geodetic Survey in June 1991..
 CK0031
 CK0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0031
 CK0031.The geoid height was determined by GEOID03.
 CK0031
 CK0031.The dynamic height is computed by dividing the NAVD 88
 CK0031.geopotential number by the normal gravity value computed on the
 CK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0031.degrees latitude (g = 980.6199 gals.).
 CK0031
 CK0031.The modeled gravity was interpolated from observed gravity values.
 CK0031
 CK0031;                    North         East     Units Scale Factor Converg.
 CK0031;SPC GA E     -   237,158.385   247,490.972   MT  0.99992780   +0 16 04.0
 CK0031;SPC GA E     -   778,077.13    811,976.63   sFT  0.99992780   +0 16 04.0
 CK0031;UTM  17      - 3,555,954.256   437,443.634   MT  0.99964826   -0 21 10.3
 CK0031
 CK0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0031!SPC GA E     -   0.99999990  x   0.99992780  =   0.99992770
 CK0031!UTM  17      -   0.99999990  x   0.99964826  =   0.99964816
 CK0031
 CK0031                          SUPERSEDED SURVEY CONTROL
 CK0031
 CK0031  NAD 83(1986)-  32 08 17.76275(N)    081 39 47.79999(W) AD(       ) 2
 CK0031  NGVD 29 (??/??/92)   31.124  (m)          102.11   (f) ADJ UNCH    2 0
 CK0031
 CK0031.Superseded values are not recommended for survey control.
 CK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0031.See file dsdata.txt to determine how the superseded data were derived.
 CK0031
 CK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3744455954(NAD 83)
 CK0031_MARKER: DD = SURVEY DISK
 CK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0031_STAMPING: 9 C 11
 CK0031_MARK LOGO: GADT  
 CK0031_PROJECTION: RECESSED 10 CENTIMETERS
 CK0031_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0031+STABILITY: SURFACE MOTION
 CK0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0031+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2001
 CK0031
 CK0031  HISTORY     - Date     Condition        Report By
 CK0031  HISTORY     - UNK      MONUMENTED       GAGS
 CK0031  HISTORY     - 1935     GOOD             NGS
 CK0031  HISTORY     - 1982     GOOD             GADT
 CK0031  HISTORY     - 20010120 GOOD             NGS
 CK0031
 CK0031                          STATION DESCRIPTION
 CK0031
 CK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0031'1 MI E FROM REKA.
 CK0031'ABOUT 1 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0031'STATION AT REKA, BRYAN COUNTY, ABOUT 4-3/4 POLES WEST OF THE
 CK0031'STATION SIGN, ABOUT 3 POLES EAST OF MILEPOST 531, 90 FEET WEST
 CK0031'OF A WHISTLE POST, AND 40 FEET SOUTH OF THE SOUTH RAIL.  A
 CK0031'STATE SURVEY STANDARD DISK, STAMPED 9 C 11 AND SET IN THE TOP
 CK0031'OF A CONCRETE POST ABOVE FLUSH WITH THE GROUND.
 CK0031
 CK0031                          STATION RECOVERY (1982)
 CK0031
 CK0031'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK0031'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI) WEST
 CK0031'FROM PEMBROKE, 11.65 KM (7.25 MI) EAST FROM GROVELAND, AND
 CK0031'19.15 KM (11.9 MI) SOUTH-SOUTHEAST FROM DENMARK.
 CK0031'
 CK0031'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK0031'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK0031'PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 3.95 KM (2.45 MI)
 CK0031'TO THE STATION ON THE LEFT.
 CK0031'
 CK0031'THE STATION IS A STANDARD GAGS DISK
 CK0031'STAMPED---9C11---,
 CK0031'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15.2 CM IN DIAMETER
 CK0031'FLUSH WITH GROUND.  IT IS LOCATED
 CK0031'12.19 METERS (40 FT) SOUTH FROM THE SOUTHERNMOST RAIL OF THE
 CK0031'SEABOARD COASTLINE RAILROAD,
 CK0031'7.16 METERS (23.50 FT) WEST-SOUTHWEST FROM AN 8 INCH PINE TREE,
 CK0031'5.21 METERS (17.10 FT) SOUTHEAST FROM A 15 INCH PINE TREE,
 CK0031'29.41 METERS (96.50 FT) WEST-SOUTHWEST FROM A RAILROAD W
 CK0031'(WHISTLE) POST TO THE SOUTH OF THE TRACK, AND
 CK0031'0.91 METERS (3 FT) NORTH FROM A WITNESS POST.
 CK0031'
 CK0031'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK0031'
 CK0031'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK0031'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK0031'
 CK0031'DESCRIBED BY G. D. JOHNSON.
 CK0031
 CK0031                          STATION RECOVERY (2001)
 CK0031
 CK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK0031'0.1 KM WESTERLY ALONG SOUTH RAILROAD STREET FROM THE POST OFFICE
 CK0031'IN PEMBROKE, THENCE 0.1 KM NORTHERLY ALONG LEDFORD STREET,
 CK0031'THENCE 3.6 KM WESTERLY ALONG U.S. HIGHWAY 280, 37.5 M SOUTH OF THE
 CK0031'HIGHWAY CENTERLINE, 28.9 M SOUTHWEST OF A RAILROAD WHISTLE POST,
 CK0031'12.5 M SOUTH OF THE NEAR RAIL OF THE SEABOARD COASTLINE RAILROAD,
 CK0031'0.8 M NORTH OF A WITNESS POST, 0.3 M BELOW THE LEVEL OF THE TRACKS,
 CK0031'AND THE MONUMENT IS RECESSED 0.1 M BELOW THE GROUND SURFACE.
 CK0031'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE SEABOARD
 CK0031'COASTLINE RAILROAD, 2611 COASTLINE DRIVE, SAVANNAH, GA 31419,
 CK0031'TELEPHONE NUMBER 912-236-2611.
 CK0031' 
 CK0031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0032 ***********************************************************************
 CK0032  DESIGNATION -  9 C 12
 CK0032  PID         -  CK0032
 CK0032  STATE/COUNTY-  GA/BRYAN
 CK0032  USGS QUAD   -  GROVELAND (1976)
 CK0032
 CK0032                         *CURRENT SURVEY CONTROL
 CK0032  ___________________________________________________________________
 CK0032* NAD 83(1986)-  32 08 20.     (N)    081 40 24.     (W)     SCALED    
 CK0032* NAVD 88     -        30.505  (meters)     100.08   (feet)  ADJUSTED  
 CK0032  ___________________________________________________________________
 CK0032  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CK0032  DYNAMIC HT  -          30.469 (meters)      99.96  (feet)  COMP
 CK0032  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 CK0032
 CK0032  VERT ORDER  -  SECOND    CLASS 0
 CK0032
 CK0032.The horizontal coordinates were scaled from a topographic map and have
 CK0032.an estimated accuracy of +/- 6 seconds.
 CK0032
 CK0032.The orthometric height was determined by differential leveling
 CK0032.and adjusted by the National Geodetic Survey in June 1991..
 CK0032
 CK0032.The geoid height was determined by GEOID03.
 CK0032
 CK0032.The dynamic height is computed by dividing the NAVD 88
 CK0032.geopotential number by the normal gravity value computed on the
 CK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0032.degrees latitude (g = 980.6199 gals.).
 CK0032
 CK0032.The modeled gravity was interpolated from observed gravity values.
 CK0032
 CK0032;                    North         East    Units  Estimated Accuracy
 CK0032;SPC GA E     -   237,220.      246,540.      MT  (+/- 180 meters Scaled)
 CK0032
 CK0032                          SUPERSEDED SURVEY CONTROL
 CK0032
 CK0032  NGVD 29 (??/??/92)   30.75   (m)          100.9    (f) COMPUTED    2 0
 CK0032
 CK0032.Superseded values are not recommended for survey control.
 CK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0032.See file dsdata.txt to determine how the superseded data were derived.
 CK0032
 CK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR364560(NAD 83)
 CK0032_MARKER: DB = BENCH MARK DISK
 CK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0032_STAMPING: 9 C 12
 CK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0032+STABILITY: SURFACE MOTION
 CK0032
 CK0032  HISTORY     - Date     Condition        Report By
 CK0032  HISTORY     - UNK      MONUMENTED       GAGS
 CK0032  HISTORY     - 1935     GOOD             NGS
 CK0032  HISTORY     - 20010216 MARK NOT FOUND   NGS
 CK0032
 CK0032                          STATION DESCRIPTION
 CK0032
 CK0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0032'0.4 MI E FROM REKA.
 CK0032'ABOUT 0.4 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0032'WATER TANK AT REKA, BRYAN COUNTY, ABOUT 0.5 MILE WEST OF MILEPOST
 CK0032'531, 62 FEET EAST OF A WHISTLE POST, 20 FEET EAST OF A POINT
 CK0032'OPPOSITE POLE 3403, 21 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 CK0032'2 FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK,
 CK0032'STAMPED 9 C 12 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0032'ABOUT 1 INCH ABOVE GROUND.
 CK0032
 CK0032                          STATION RECOVERY (2001)
 CK0032
 CK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK0032'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CK0032' 
 CK0032'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0033 ***********************************************************************
 CK0033  DESIGNATION -  9 C 13
 CK0033  PID         -  CK0033
 CK0033  STATE/COUNTY-  GA/BRYAN
 CK0033  USGS QUAD   -  GROVELAND (1976)
 CK0033
 CK0033                         *CURRENT SURVEY CONTROL
 CK0033  ___________________________________________________________________
 CK0033* NAD 83(1986)-  32 08 31.     (N)    081 42 30.     (W)     SCALED    
 CK0033* NAVD 88     -        32.164  (meters)     105.52   (feet)  ADJUSTED  
 CK0033  ___________________________________________________________________
 CK0033  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CK0033  DYNAMIC HT  -          32.127 (meters)     105.40  (feet)  COMP
 CK0033  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CK0033
 CK0033  VERT ORDER  -  SECOND    CLASS 0
 CK0033
 CK0033.The horizontal coordinates were scaled from a topographic map and have
 CK0033.an estimated accuracy of +/- 6 seconds.
 CK0033
 CK0033.The orthometric height was determined by differential leveling
 CK0033.and adjusted by the National Geodetic Survey in June 1991..
 CK0033
 CK0033.The geoid height was determined by GEOID03.
 CK0033
 CK0033.The dynamic height is computed by dividing the NAVD 88
 CK0033.geopotential number by the normal gravity value computed on the
 CK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0033.degrees latitude (g = 980.6199 gals.).
 CK0033
 CK0033.The modeled gravity was interpolated from observed gravity values.
 CK0033
 CK0033;                    North         East    Units  Estimated Accuracy
 CK0033;SPC GA E     -   237,550.      243,240.      MT  (+/- 180 meters Scaled)
 CK0033
 CK0033                          SUPERSEDED SURVEY CONTROL
 CK0033
 CK0033  NGVD 29 (??/??/92)   32.407  (m)          106.32   (f) ADJ UNCH    2 0
 CK0033
 CK0033.Superseded values are not recommended for survey control.
 CK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0033.See file dsdata.txt to determine how the superseded data were derived.
 CK0033
 CK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR331563(NAD 83)
 CK0033_MARKER: DB = BENCH MARK DISK
 CK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0033_STAMPING: 9 C 13
 CK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0033+STABILITY: SURFACE MOTION
 CK0033
 CK0033  HISTORY     - Date     Condition        Report By
 CK0033  HISTORY     - UNK      MONUMENTED       GAGS
 CK0033  HISTORY     - 1935     GOOD             NGS
 CK0033  HISTORY     - 20000213 MARK NOT FOUND   USPSQD
 CK0033
 CK0033                          STATION DESCRIPTION
 CK0033
 CK0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0033'1.6 MI W FROM REKA.
 CK0033'ABOUT 1.6 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 CK0033'THE WATER TANK AT REKA, BRYAN COUNTY, 60 FEET WEST OF A SIDETRACK
 CK0033'SWITCH ON A SPUR TRACK, 50 FEET NORTHEAST OF THE CENTER OF A
 CK0033'ROAD CROSSING, AND 21 FEET NORTH OF THE NORTH RAIL.  A STATE
 CK0033'SURVEY STANDARD DISK, STAMPED 9 C 13 AND SET IN THE TOP OF A
 CK0033'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CK0033
 CK0033                          STATION RECOVERY (2000)
 CK0033
 CK0033'RECOVERY NOTE BY US POWER SQUADRON 2000
 CK0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0036 ***********************************************************************
 CK0036  DESIGNATION -  9 C 15
 CK0036  PID         -  CK0036
 CK0036  STATE/COUNTY-  GA/BRYAN
 CK0036  USGS QUAD   -  GROVELAND (1976)
 CK0036
 CK0036                         *CURRENT SURVEY CONTROL
 CK0036  ___________________________________________________________________
 CK0036* NAD 83(1994)-  32 08 39.61179(N)    081 44 52.22561(W)     ADJUSTED  
 CK0036* NAVD 88     -        47.425  (meters)     155.59   (feet)  ADJUSTED  
 CK0036  ___________________________________________________________________
 CK0036  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CK0036  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CK0036  DYNAMIC HT  -          47.369 (meters)     155.41  (feet)  COMP
 CK0036  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CK0036
 CK0036  HORZ ORDER  -  SECOND
 CK0036  VERT ORDER  -  SECOND    CLASS 0
 CK0036
 CK0036.The horizontal coordinates were established by classical geodetic methods
 CK0036.and adjusted by the National Geodetic Survey in September 1997..
 CK0036
 CK0036.The orthometric height was determined by differential leveling
 CK0036.and adjusted by the National Geodetic Survey in June 1991..
 CK0036
 CK0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0036
 CK0036.The geoid height was determined by GEOID03.
 CK0036
 CK0036.The dynamic height is computed by dividing the NAVD 88
 CK0036.geopotential number by the normal gravity value computed on the
 CK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0036.degrees latitude (g = 980.6199 gals.).
 CK0036
 CK0036.The modeled gravity was interpolated from observed gravity values.
 CK0036
 CK0036;                    North         East     Units Scale Factor Converg.
 CK0036;SPC GA E     -   237,797.304   239,510.284   MT  0.99991924   +0 13 22.2
 CK0036;SPC GA E     -   780,173.32    785,793.32   sFT  0.99991924   +0 13 22.2
 CK0036;UTM  17      - 3,556,679.398   429,472.478   MT  0.99966134   -0 23 52.5
 CK0036
 CK0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0036!SPC GA E     -   0.99999727  x   0.99991924  =   0.99991652
 CK0036!UTM  17      -   0.99999727  x   0.99966134  =   0.99965862
 CK0036
 CK0036:                Primary Azimuth Mark                     Grid Az
 CK0036:SPC GA E     -  9C 14 ECC 1934                           094 38 01.8
 CK0036:UTM  17      -  9C 14 ECC 1934                           095 15 16.5
 CK0036
 CK0036|---------------------------------------------------------------------|
 CK0036| PID    Reference Object                     Distance      Geod. Az  |
 CK0036|                                                           dddmmss.s |
 CK0036| CK4084 9C 14 ECC 1934                      APPROX. 2.9 KM 0945124.0 |
 CK0036| CK4083 GROVELAND                            80.097 METERS 16737     |
 CK0036|---------------------------------------------------------------------|
 CK0036
 CK0036                          SUPERSEDED SURVEY CONTROL
 CK0036
 CK0036  NAD 83(1986)-  32 08 39.61299(N)    081 44 52.22501(W) AD(       ) 2
 CK0036  NAD 27      -  32 08 38.91800(N)    081 44 52.81300(W) AD(       ) 2
 CK0036  NGVD 29 (??/??/92)   47.654  (m)          156.34   (f) ADJ UNCH    2 0
 CK0036
 CK0036.Superseded values are not recommended for survey control.
 CK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0036.See file dsdata.txt to determine how the superseded data were derived.
 CK0036
 CK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2947256679(NAD 83)
 CK0036_MARKER: DB = BENCH MARK DISK
 CK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0036_STAMPING: 9 C 15
 CK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0036+STABILITY: SURFACE MOTION
 CK0036
 CK0036  HISTORY     - Date     Condition        Report By
 CK0036  HISTORY     - 1934     MONUMENTED       CGS
 CK0036  HISTORY     - 1935     GOOD             NGS
 CK0036  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CK0036
 CK0036                          STATION DESCRIPTION
 CK0036
 CK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 CK0036'AT GROVELAND, 500 FEET WEST OF SEABOARD AIR LINE RAILWAY STATION,
 CK0036'20.7 FEET NORTH OF NORTH RAIL OF MAIN TRACK.  MARK IS A STATE
 CK0036'SURVEY STANDARD DISK, FLUSH WITH GROUND SET IN CENTER OF 6-INCH
 CK0036'STOVEPIPE FILLED WITH CONCRETE AND 262.78 FEET NORTH OF GROVELAND
 CK0036'(SEE DESCRIPTION THEREOF) N 12 DEG 23 MIN W.
 CK0036
 CK0036                          STATION RECOVERY (1935)
 CK0036
 CK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CK0036'AT GROVELAND.
 CK0036'AT GROVELAND, BRYAN COUNTY, ABOUT 144 YARDS WEST OF THE WEST END
 CK0036'OF THE SEABOARD AIR LINE RAILWAY STATION, ABOUT 135 YARDS EAST
 CK0036'OF A SIDETRACK SWITCH, AND 22 FEET NORTH OF THE NORTH RAIL OF
 CK0036'THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 9 C 15
 CK0036'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CK0036
 CK0036                          STATION RECOVERY (1989)
 CK0036
 CK0036'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0001 ***********************************************************************
 CK0001  DESIGNATION -  9 C 16 GAGS
 CK0001  PID         -  CK0001
 CK0001  STATE/COUNTY-  GA/BRYAN
 CK0001  USGS QUAD   -  DAISY (1976)
 CK0001
 CK0001                         *CURRENT SURVEY CONTROL
 CK0001  ___________________________________________________________________
 CK0001* NAD 83(1986)-  32 08 43.     (N)    081 45 36.     (W)     SCALED    
 CK0001* NAVD 88     -        37.026  (meters)     121.48   (feet)  ADJUSTED  
 CK0001  ___________________________________________________________________
 CK0001  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK0001  DYNAMIC HT  -          36.983 (meters)     121.34  (feet)  COMP
 CK0001  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CK0001
 CK0001  VERT ORDER  -  SECOND    CLASS 0
 CK0001
 CK0001.The horizontal coordinates were scaled from a topographic map and have
 CK0001.an estimated accuracy of +/- 6 seconds.
 CK0001
 CK0001.The orthometric height was determined by differential leveling
 CK0001.and adjusted by the National Geodetic Survey in June 1991..
 CK0001
 CK0001.The geoid height was determined by GEOID03.
 CK0001
 CK0001.The dynamic height is computed by dividing the NAVD 88
 CK0001.geopotential number by the normal gravity value computed on the
 CK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0001.degrees latitude (g = 980.6199 gals.).
 CK0001
 CK0001.The modeled gravity was interpolated from observed gravity values.
 CK0001
 CK0001;                    North         East    Units  Estimated Accuracy
 CK0001;SPC GA E     -   237,900.      238,360.      MT  (+/- 180 meters Scaled)
 CK0001
 CK0001                          SUPERSEDED SURVEY CONTROL
 CK0001
 CK0001  NGVD 29 (??/??/92)   37.262  (m)          122.25   (f) ADJ UNCH    2 0
 CK0001
 CK0001.Superseded values are not recommended for survey control.
 CK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0001.See file dsdata.txt to determine how the superseded data were derived.
 CK0001
 CK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR283567(NAD 83)
 CK0001_MARKER: DB = BENCH MARK DISK
 CK0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0001_STAMPING: 9 C 16
 CK0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0001+STABILITY: SURFACE MOTION
 CK0001
 CK0001  HISTORY     - Date     Condition        Report By
 CK0001  HISTORY     - UNK      MONUMENTED       GAGS
 CK0001  HISTORY     - 1935     GOOD             NGS
 CK0001  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CK0001
 CK0001                          STATION DESCRIPTION
 CK0001
 CK0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0001'0.7 MI W FROM GROVELAND.
 CK0001'ABOUT 0.7 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0001'STATION AT GROVELAND, BRYAN COUNTY, ON THE OUTSIDE OF THE FIRST
 CK0001'CURVE WEST OF THE TOWN, JUST SOUTH OF POLE 3189, 45 FEET NORTH
 CK0001'OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 CK0001'STATE SURVEY STANDARD DISK, STAMPED 9 C 16 AND SET IN THE TOP
 CK0001'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 CK0001
 CK0001                          STATION RECOVERY (1989)
 CK0001
 CK0001'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0003 ***********************************************************************
 CK0003  DESIGNATION -  9 C 17 GAGS
 CK0003  PID         -  CK0003
 CK0003  STATE/COUNTY-  GA/EVANS
 CK0003  USGS QUAD   -  DAISY (1976)
 CK0003
 CK0003                         *CURRENT SURVEY CONTROL
 CK0003  ___________________________________________________________________
 CK0003* NAD 83(1986)-  32 08 50.     (N)    081 47 36.     (W)     SCALED    
 CK0003* NAVD 88     -        27.617  (meters)      90.61   (feet)  ADJUSTED  
 CK0003  ___________________________________________________________________
 CK0003  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CK0003  DYNAMIC HT  -          27.585 (meters)      90.50  (feet)  COMP
 CK0003  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CK0003
 CK0003  VERT ORDER  -  SECOND    CLASS 0
 CK0003
 CK0003.The horizontal coordinates were scaled from a topographic map and have
 CK0003.an estimated accuracy of +/- 6 seconds.
 CK0003
 CK0003.The orthometric height was determined by differential leveling
 CK0003.and adjusted by the National Geodetic Survey in June 1991..
 CK0003
 CK0003.The geoid height was determined by GEOID03.
 CK0003
 CK0003.The dynamic height is computed by dividing the NAVD 88
 CK0003.geopotential number by the normal gravity value computed on the
 CK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0003.degrees latitude (g = 980.6199 gals.).
 CK0003
 CK0003.The modeled gravity was interpolated from observed gravity values.
 CK0003
 CK0003;                    North         East    Units  Estimated Accuracy
 CK0003;SPC GA E     -   238,100.      235,220.      MT  (+/- 180 meters Scaled)
 CK0003
 CK0003                          SUPERSEDED SURVEY CONTROL
 CK0003
 CK0003  NGVD 29 (??/??/92)   27.858  (m)           91.40   (f) ADJ UNCH    2 0
 CK0003
 CK0003.Superseded values are not recommended for survey control.
 CK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0003.See file dsdata.txt to determine how the superseded data were derived.
 CK0003
 CK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR251570(NAD 83)
 CK0003_MARKER: DB = BENCH MARK DISK
 CK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0003_STAMPING: 9 C 17
 CK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0003+STABILITY: SURFACE MOTION
 CK0003
 CK0003  HISTORY     - Date     Condition        Report By
 CK0003  HISTORY     - UNK      MONUMENTED       GAGS
 CK0003  HISTORY     - 1935     GOOD             NGS
 CK0003  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CK0003
 CK0003                          STATION DESCRIPTION
 CK0003
 CK0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0003'2.5 MI SE FROM DAISY.
 CK0003'ABOUT 2.5 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 CK0003'FROM THE STATION AT DAISY, EVANS COUNTY, ABOUT 1 MILE WEST OF
 CK0003'CONOOCHEE RIVER, ABOUT 4-1/2 POLES NORTHWEST OF A ROAD CROSSING,
 CK0003'ABOUT 120 YARDS SOUTHEAST OF A DIM-ROAD CROSSING, AND 23 FEET
 CK0003'SOUTHWEST OF THE SOUTHWEST RAIL.  A STATE SURVEY STANDARD DISK,
 CK0003'STAMPED 9 C 17 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0003'ABOUT 2 INCHES ABOVE GROUND.
 CK0003
 CK0003                          STATION RECOVERY (1989)
 CK0003
 CK0003'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0004 ***********************************************************************
 CK0004  DESIGNATION -  9 C 18 GAGS
 CK0004  PID         -  CK0004
 CK0004  STATE/COUNTY-  GA/EVANS
 CK0004  USGS QUAD   -  DAISY (1976)
 CK0004
 CK0004                         *CURRENT SURVEY CONTROL
 CK0004  ___________________________________________________________________
 CK0004* NAD 83(1986)-  32 09 02.     (N)    081 48 02.     (W)     SCALED    
 CK0004* NAVD 88     -        33.850  (meters)     111.06   (feet)  ADJUSTED  
 CK0004  ___________________________________________________________________
 CK0004  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK0004  DYNAMIC HT  -          33.810 (meters)     110.92  (feet)  COMP
 CK0004  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 CK0004
 CK0004  VERT ORDER  -  SECOND    CLASS 0
 CK0004
 CK0004.The horizontal coordinates were scaled from a topographic map and have
 CK0004.an estimated accuracy of +/- 6 seconds.
 CK0004
 CK0004.The orthometric height was determined by differential leveling
 CK0004.and adjusted by the National Geodetic Survey in June 1991..
 CK0004
 CK0004.The geoid height was determined by GEOID03.
 CK0004
 CK0004.The dynamic height is computed by dividing the NAVD 88
 CK0004.geopotential number by the normal gravity value computed on the
 CK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0004.degrees latitude (g = 980.6199 gals.).
 CK0004
 CK0004.The modeled gravity was interpolated from observed gravity values.
 CK0004
 CK0004;                    North         East    Units  Estimated Accuracy
 CK0004;SPC GA E     -   238,470.      234,540.      MT  (+/- 180 meters Scaled)
 CK0004
 CK0004                          SUPERSEDED SURVEY CONTROL
 CK0004
 CK0004  NGVD 29 (??/??/92)   34.087  (m)          111.83   (f) ADJ UNCH    2 0
 CK0004
 CK0004.Superseded values are not recommended for survey control.
 CK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0004.See file dsdata.txt to determine how the superseded data were derived.
 CK0004
 CK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR245574(NAD 83)
 CK0004_MARKER: DB = BENCH MARK DISK
 CK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0004_STAMPING: 9 C 18
 CK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0004+STABILITY: SURFACE MOTION
 CK0004
 CK0004  HISTORY     - Date     Condition        Report By
 CK0004  HISTORY     - UNK      MONUMENTED       GAGS
 CK0004  HISTORY     - 1935     GOOD             NGS
 CK0004  HISTORY     - 1958     GOOD             AMS
 CK0004
 CK0004                          STATION DESCRIPTION
 CK0004
 CK0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0004'2 MI E FROM DAISY.
 CK0004'ABOUT 2 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0004'STATION AT DAISY, EVANS COUNTY, ABOUT 510 FEET NORTHWEST OF
 CK0004'MILEPOST 539, ABOUT 2 POLES SOUTHEAST OF A SMALL CREEK, ABOUT 118
 CK0004'YARDS NORTHWEST OF THE CENTER OF A DIM-ROAD CROSSING, ON THE
 CK0004'OUTSIDE OF A CURVE, 24 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CK0004'IN THE EDGE OF A 2-FOOT BANK, AND ABOUT 3 FEET LOWER THAN THE
 CK0004'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 9 C 18 AND SET IN
 CK0004'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 CK0004
 CK0004                          STATION RECOVERY (1958)
 CK0004
 CK0004'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CK0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0005 ***********************************************************************
 CK0005  DESIGNATION -  9 C 19 GAGS
 CK0005  PID         -  CK0005
 CK0005  STATE/COUNTY-  GA/EVANS
 CK0005  USGS QUAD   -  DAISY (1976)
 CK0005
 CK0005                         *CURRENT SURVEY CONTROL
 CK0005  ___________________________________________________________________
 CK0005* NAD 83(1986)-  32 09 05.     (N)    081 50 05.     (W)     SCALED    
 CK0005* NAVD 88     -        54.079  (meters)     177.42   (feet)  ADJUSTED  
 CK0005  ___________________________________________________________________
 CK0005  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CK0005  DYNAMIC HT  -          54.016 (meters)     177.22  (feet)  COMP
 CK0005  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CK0005
 CK0005  VERT ORDER  -  SECOND    CLASS 0
 CK0005
 CK0005.The horizontal coordinates were scaled from a topographic map and have
 CK0005.an estimated accuracy of +/- 6 seconds.
 CK0005
 CK0005.The orthometric height was determined by differential leveling
 CK0005.and adjusted by the National Geodetic Survey in June 1991..
 CK0005
 CK0005.The geoid height was determined by GEOID03.
 CK0005
 CK0005.The dynamic height is computed by dividing the NAVD 88
 CK0005.geopotential number by the normal gravity value computed on the
 CK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0005.degrees latitude (g = 980.6199 gals.).
 CK0005
 CK0005.The modeled gravity was interpolated from observed gravity values.
 CK0005
 CK0005;                    North         East    Units  Estimated Accuracy
 CK0005;SPC GA E     -   238,550.      231,310.      MT  (+/- 180 meters Scaled)
 CK0005
 CK0005                          SUPERSEDED SURVEY CONTROL
 CK0005
 CK0005  NGVD 29 (??/??/92)   54.304  (m)          178.16   (f) ADJ UNCH    2 0
 CK0005
 CK0005.Superseded values are not recommended for survey control.
 CK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0005.See file dsdata.txt to determine how the superseded data were derived.
 CK0005
 CK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR212575(NAD 83)
 CK0005_MARKER: DB = BENCH MARK DISK
 CK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0005_STAMPING: 9 C 19
 CK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0005+STABILITY: SURFACE MOTION
 CK0005
 CK0005  HISTORY     - Date     Condition        Report By
 CK0005  HISTORY     - UNK      MONUMENTED       CGS
 CK0005  HISTORY     - 1962     MARK NOT FOUND   NGS
 CK0005
 CK0005                          STATION DESCRIPTION
 CK0005
 CK0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0005'AT DAISY.
 CK0005'AT DAISY, EVANS COUNTY, 100 YARDS NORTH-NORTHWEST TO PRIVATE
 CK0005'OWNERSHIP, 21.7 FEET NORTH OF THE NORTH RAIL ON TOP OF THE
 CK0005'RAILROAD BANK, 24 FEET NORTH OF THE CENTERLINE OF THE MAIN
 CK0005'LINE.  A STATE SURVEY STANDARD DISK, STAMPED 9 C 19 AND SET
 CK0005'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0459 ***********************************************************************
 CK0459  DESIGNATION -  9 C 2 GAGS
 CK0459  PID         -  CK0459
 CK0459  STATE/COUNTY-  GA/BRYAN
 CK0459  USGS QUAD   -  EDEN (1976)
 CK0459
 CK0459                         *CURRENT SURVEY CONTROL
 CK0459  ___________________________________________________________________
 CK0459* NAD 83(1986)-  32 07 46.     (N)    081 27 15.     (W)     SCALED    
 CK0459* NAVD 88     -        21.049  (meters)      69.06   (feet)  ADJUSTED  
 CK0459  ___________________________________________________________________
 CK0459  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CK0459  DYNAMIC HT  -          21.025 (meters)      68.98  (feet)  COMP
 CK0459  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CK0459
 CK0459  VERT ORDER  -  SECOND    CLASS 0
 CK0459
 CK0459.The horizontal coordinates were scaled from a topographic map and have
 CK0459.an estimated accuracy of +/- 6 seconds.
 CK0459
 CK0459.The orthometric height was determined by differential leveling
 CK0459.and adjusted by the National Geodetic Survey in June 1991..
 CK0459
 CK0459.The geoid height was determined by GEOID03.
 CK0459
 CK0459.The dynamic height is computed by dividing the NAVD 88
 CK0459.geopotential number by the normal gravity value computed on the
 CK0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0459.degrees latitude (g = 980.6199 gals.).
 CK0459
 CK0459.The modeled gravity was interpolated from observed gravity values.
 CK0459
 CK0459;                    North         East    Units  Estimated Accuracy
 CK0459;SPC GA E     -   236,290.      267,230.      MT  (+/- 180 meters Scaled)
 CK0459
 CK0459                          SUPERSEDED SURVEY CONTROL
 CK0459
 CK0459  NGVD 29 (??/??/92)   21.307  (m)           69.90   (f) ADJ UNCH    2 0
 CK0459
 CK0459.Superseded values are not recommended for survey control.
 CK0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0459.See file dsdata.txt to determine how the superseded data were derived.
 CK0459
 CK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR571548(NAD 83)
 CK0459_MARKER: DD = SURVEY DISK
 CK0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0459_STAMPING: 9 C 2
 CK0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0459+STABILITY: SURFACE MOTION
 CK0459
 CK0459  HISTORY     - Date     Condition        Report By
 CK0459  HISTORY     - UNK      MONUMENTED       GAGS
 CK0459  HISTORY     - 1935     GOOD             NGS
 CK0459
 CK0459                          STATION DESCRIPTION
 CK0459
 CK0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0459'0.3 MI W FROM ARDEN.
 CK0459'0.3 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0459'SECTION TOOL HOUSE AT ARDEN, BRYAN COUNTY, 3 POLES WEST OF THE
 CK0459'SECOND ROAD CROSSING WEST OF THE STATION SIGN, 143 YARDS EAST
 CK0459'OF A WHISTLE POST, AT A FILL, 5 FEET NORTH OF THE NORTH RAIL,
 CK0459'AND 20 FEET EAST OF A NORTH-AND-SOUTH FENCE.  A STATE SURVEY
 CK0459'STANDARD DISK, STAMPED 9 C 2 AND SET IN THE TOP OF A CONCRETE
 CK0459'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0008 ***********************************************************************
 CK0008  DESIGNATION -  9 C 20 GAGS
 CK0008  PID         -  CK0008
 CK0008  STATE/COUNTY-  GA/EVANS
 CK0008  USGS QUAD   -  DAISY (1976)
 CK0008
 CK0008                         *CURRENT SURVEY CONTROL
 CK0008  ___________________________________________________________________
 CK0008* NAD 83(1986)-  32 09 03.     (N)    081 50 46.     (W)     SCALED    
 CK0008* NAVD 88     -        52.175  (meters)     171.18   (feet)  ADJUSTED  
 CK0008  ___________________________________________________________________
 CK0008  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CK0008  DYNAMIC HT  -          52.114 (meters)     170.98  (feet)  COMP
 CK0008  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CK0008
 CK0008  VERT ORDER  -  SECOND    CLASS 0
 CK0008
 CK0008.The horizontal coordinates were scaled from a topographic map and have
 CK0008.an estimated accuracy of +/- 6 seconds.
 CK0008
 CK0008.The orthometric height was determined by differential leveling
 CK0008.and adjusted by the National Geodetic Survey in June 1991..
 CK0008
 CK0008.The geoid height was determined by GEOID03.
 CK0008
 CK0008.The dynamic height is computed by dividing the NAVD 88
 CK0008.geopotential number by the normal gravity value computed on the
 CK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0008.degrees latitude (g = 980.6199 gals.).
 CK0008
 CK0008.The modeled gravity was interpolated from observed gravity values.
 CK0008
 CK0008;                    North         East    Units  Estimated Accuracy
 CK0008;SPC GA E     -   238,490.      230,240.      MT  (+/- 180 meters Scaled)
 CK0008
 CK0008                          SUPERSEDED SURVEY CONTROL
 CK0008
 CK0008  NGVD 29 (??/??/92)   52.400  (m)          171.92   (f) ADJ UNCH    2 0
 CK0008
 CK0008.Superseded values are not recommended for survey control.
 CK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0008.See file dsdata.txt to determine how the superseded data were derived.
 CK0008
 CK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR202574(NAD 83)
 CK0008_MARKER: DD = SURVEY DISK
 CK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0008_STAMPING: 9 C 20
 CK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0008+STABILITY: SURFACE MOTION
 CK0008
 CK0008  HISTORY     - Date     Condition        Report By
 CK0008  HISTORY     - UNK      MONUMENTED       GAGS
 CK0008  HISTORY     - 1962     MARK NOT FOUND   NGS
 CK0008
 CK0008                          STATION DESCRIPTION
 CK0008
 CK0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0008'0.6 MI W FROM DAISY.
 CK0008'ABOUT 0.6 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0008'STATION AT DAISY, EVANS COUNTY, ABOUT 6 POLES EAST OF MILEPOST
 CK0008'542, ON THE OUTSIDE OF A CURVE, 40 FEET SOUTHEAST OF THE CENTER
 CK0008'OF A DIM-ROAD CROSSING, 14 FEET SOUTH OF THE SOUTH RAIL, AND
 CK0008'ABOUT 2 FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD
 CK0008'DISK, STAMPED 9 C 20 AND SET IN THE TOP OF A CONCRETE POST
 CK0008'PROJECTING ABOUT 1 INCH ABOVE GROUND.  NOTE-- THE RAILROAD HAS
 CK0008'CONSTRUCTED A SIDETRACK, REPORTEDLY IN 1940, AND THIS TRACK
 CK0008'EVIDENTLY OCCUPIES THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0361 ***********************************************************************
 CK0361  DESIGNATION -  9 C 3
 CK0361  PID         -  CK0361
 CK0361  STATE/COUNTY-  GA/BRYAN
 CK0361  USGS QUAD   -  MELDRIM SW (1976)
 CK0361
 CK0361                         *CURRENT SURVEY CONTROL
 CK0361  ___________________________________________________________________
 CK0361* NAD 83(1986)-  32 07 23.     (N)    081 29 03.     (W)     SCALED    
 CK0361* NAVD 88     -        24.611  (meters)      80.74   (feet)  ADJUSTED  
 CK0361  ___________________________________________________________________
 CK0361  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CK0361  DYNAMIC HT  -          24.582 (meters)      80.65  (feet)  COMP
 CK0361  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CK0361
 CK0361  VERT ORDER  -  SECOND    CLASS 0
 CK0361
 CK0361.The horizontal coordinates were scaled from a topographic map and have
 CK0361.an estimated accuracy of +/- 6 seconds.
 CK0361
 CK0361.The orthometric height was determined by differential leveling
 CK0361.and adjusted by the National Geodetic Survey in June 1991..
 CK0361
 CK0361.The geoid height was determined by GEOID03.
 CK0361
 CK0361.The dynamic height is computed by dividing the NAVD 88
 CK0361.geopotential number by the normal gravity value computed on the
 CK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0361.degrees latitude (g = 980.6199 gals.).
 CK0361
 CK0361.The modeled gravity was interpolated from observed gravity values.
 CK0361
 CK0361;                    North         East    Units  Estimated Accuracy
 CK0361;SPC GA E     -   235,570.      264,400.      MT  (+/- 180 meters Scaled)
 CK0361
 CK0361                          SUPERSEDED SURVEY CONTROL
 CK0361
 CK0361  NGVD 29 (??/??/92)   24.865  (m)           81.58   (f) ADJ UNCH    2 0
 CK0361
 CK0361.Superseded values are not recommended for survey control.
 CK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0361.See file dsdata.txt to determine how the superseded data were derived.
 CK0361
 CK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR543541(NAD 83)
 CK0361_MARKER: DD = SURVEY DISK
 CK0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0361_STAMPING: 9 C 3
 CK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0361+STABILITY: SURFACE MOTION
 CK0361
 CK0361  HISTORY     - Date     Condition        Report By
 CK0361  HISTORY     - UNK      MONUMENTED       GAGS
 CK0361  HISTORY     - 1935     GOOD             NGS
 CK0361
 CK0361                          STATION DESCRIPTION
 CK0361
 CK0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0361'AT ELLABELLE.
 CK0361'AT ELLABELLE, BRYAN COUNTY, 120 YARDS EAST OF THE SEABOARD AIR
 CK0361'LINE RAILWAY STATION, 150 YARDS WEST OF A SWITCH ON THE NORTH
 CK0361'SIDETRACK, ON THE OUTSIDE OF A CURVE, AND 33 FEET SOUTH OF THE
 CK0361'SOUTH RAIL OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK,
 CK0361'STAMPED 9 C 3 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CK0361'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0359 ***********************************************************************
 CK0359  DESIGNATION -  9 C 4
 CK0359  PID         -  CK0359
 CK0359  STATE/COUNTY-  GA/BRYAN
 CK0359  USGS QUAD   -  MELDRIM SW (1976)
 CK0359
 CK0359                         *CURRENT SURVEY CONTROL
 CK0359  ___________________________________________________________________
 CK0359* NAD 83(1986)-  32 07 26.     (N)    081 29 31.     (W)     SCALED    
 CK0359* NAVD 88     -        23.684  (meters)      77.70   (feet)  ADJUSTED  
 CK0359  ___________________________________________________________________
 CK0359  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CK0359  DYNAMIC HT  -          23.656 (meters)      77.61  (feet)  COMP
 CK0359  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CK0359
 CK0359  VERT ORDER  -  SECOND    CLASS 0
 CK0359
 CK0359.The horizontal coordinates were scaled from a topographic map and have
 CK0359.an estimated accuracy of +/- 6 seconds.
 CK0359
 CK0359.The orthometric height was determined by differential leveling
 CK0359.and adjusted by the National Geodetic Survey in June 1991..
 CK0359
 CK0359.The geoid height was determined by GEOID03.
 CK0359
 CK0359.The dynamic height is computed by dividing the NAVD 88
 CK0359.geopotential number by the normal gravity value computed on the
 CK0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0359.degrees latitude (g = 980.6199 gals.).
 CK0359
 CK0359.The modeled gravity was interpolated from observed gravity values.
 CK0359
 CK0359;                    North         East    Units  Estimated Accuracy
 CK0359;SPC GA E     -   235,650.      263,670.      MT  (+/- 180 meters Scaled)
 CK0359
 CK0359                          SUPERSEDED SURVEY CONTROL
 CK0359
 CK0359  NGVD 29 (??/??/92)   23.938  (m)           78.54   (f) ADJ UNCH    2 0
 CK0359
 CK0359.Superseded values are not recommended for survey control.
 CK0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0359.See file dsdata.txt to determine how the superseded data were derived.
 CK0359
 CK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR535542(NAD 83)
 CK0359_MARKER: DD = SURVEY DISK
 CK0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0359_STAMPING: 9 C 4
 CK0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0359+STABILITY: SURFACE MOTION
 CK0359
 CK0359  HISTORY     - Date     Condition        Report By
 CK0359  HISTORY     - UNK      MONUMENTED       GAGS
 CK0359  HISTORY     - 1935     GOOD             NGS
 CK0359
 CK0359                          STATION DESCRIPTION
 CK0359
 CK0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0359'0.3 MI W FROM ELLABELLE.
 CK0359'0.3 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0359'STATION AT ELLABELLE, BRYAN COUNTY, 5 POLES EAST OF MILEPOST
 CK0359'521, 56 FEET NORTHWEST OF A ROAD CROSSING, 19 FEET NORTH OF
 CK0359'THE NORTH RAIL, AND 2 FEET LOWER THAN THE TRACK.  A STATE SURVEY
 CK0359'STANDARD DISK, STAMPED 9 C 4 AND SET IN THE TOP OF A CONCRETE
 CK0359'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0023 ***********************************************************************
 CK0023  DESIGNATION -  9 C 5
 CK0023  PID         -  CK0023
 CK0023  STATE/COUNTY-  GA/BRYAN
 CK0023  USGS QUAD   -  LANIER (1976)
 CK0023
 CK0023                         *CURRENT SURVEY CONTROL
 CK0023  ___________________________________________________________________
 CK0023* NAD 83(1986)-  32 07 40.     (N)    081 31 27.     (W)     SCALED    
 CK0023* NAVD 88     -        20.957  (meters)      68.76   (feet)  ADJUSTED  
 CK0023  ___________________________________________________________________
 CK0023  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 CK0023  DYNAMIC HT  -          20.932 (meters)      68.67  (feet)  COMP
 CK0023  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CK0023
 CK0023  VERT ORDER  -  SECOND    CLASS 0
 CK0023
 CK0023.The horizontal coordinates were scaled from a topographic map and have
 CK0023.an estimated accuracy of +/- 6 seconds.
 CK0023
 CK0023.The orthometric height was determined by differential leveling
 CK0023.and adjusted by the National Geodetic Survey in June 1991..
 CK0023
 CK0023.The geoid height was determined by GEOID03.
 CK0023
 CK0023.The dynamic height is computed by dividing the NAVD 88
 CK0023.geopotential number by the normal gravity value computed on the
 CK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0023.degrees latitude (g = 980.6199 gals.).
 CK0023
 CK0023.The modeled gravity was interpolated from observed gravity values.
 CK0023
 CK0023;                    North         East    Units  Estimated Accuracy
 CK0023;SPC GA E     -   236,070.      260,620.      MT  (+/- 180 meters Scaled)
 CK0023
 CK0023                          SUPERSEDED SURVEY CONTROL
 CK0023
 CK0023  NGVD 29 (??/??/92)   21.211  (m)           69.59   (f) ADJ UNCH    2 0
 CK0023
 CK0023.Superseded values are not recommended for survey control.
 CK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0023.See file dsdata.txt to determine how the superseded data were derived.
 CK0023
 CK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR505547(NAD 83)
 CK0023_MARKER: DB = BENCH MARK DISK
 CK0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0023_STAMPING: 9 C 5
 CK0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0023+STABILITY: SURFACE MOTION
 CK0023
 CK0023  HISTORY     - Date     Condition        Report By
 CK0023  HISTORY     - UNK      MONUMENTED       GAGS
 CK0023  HISTORY     - 1935     GOOD             NGS
 CK0023  HISTORY     - 19890609 MARK NOT FOUND   USPSQD
 CK0023
 CK0023                          STATION DESCRIPTION
 CK0023
 CK0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0023'0.5 MI E FROM LANIER.
 CK0023'ABOUT 0.5 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 CK0023'THE STATION AT LANIER, BRYAN COUNTY, ABOUT 6 POLES EAST OF
 CK0023'MILEPOST 523, ABOUT 120 YARDS SOUTHWEST OF A FARMHOUSE, 102 FEET
 CK0023'EAST OF A WHISTLE POST, 120 FEET WEST OF A NORTH-AND-SOUTH
 CK0023'FENCE, AND 35 FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY
 CK0023'STANDARD DISK, STAMPED 9 C 5 AND SET IN THE TOP OF A CONCRETE
 CK0023'POST ABOUT FLUSH WITH THE GROUND.
 CK0023
 CK0023                          STATION RECOVERY (1989)
 CK0023
 CK0023'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0024 ***********************************************************************
 CK0024  DESIGNATION -  9 C 6
 CK0024  PID         -  CK0024
 CK0024  STATE/COUNTY-  GA/BRYAN
 CK0024  USGS QUAD   -  LANIER (1976)
 CK0024
 CK0024                         *CURRENT SURVEY CONTROL
 CK0024  ___________________________________________________________________
 CK0024* NAD 83(1986)-  32 07 45.     (N)    081 32 07.     (W)     SCALED    
 CK0024* NAVD 88     -        20.651  (meters)      67.75   (feet)  ADJUSTED  
 CK0024  ___________________________________________________________________
 CK0024  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CK0024  DYNAMIC HT  -          20.628 (meters)      67.68  (feet)  COMP
 CK0024  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CK0024
 CK0024  VERT ORDER  -  SECOND    CLASS 0
 CK0024
 CK0024.The horizontal coordinates were scaled from a topographic map and have
 CK0024.an estimated accuracy of +/- 6 seconds.
 CK0024
 CK0024.The orthometric height was determined by differential leveling
 CK0024.and adjusted by the National Geodetic Survey in June 1991..
 CK0024
 CK0024.The geoid height was determined by GEOID03.
 CK0024
 CK0024.The dynamic height is computed by dividing the NAVD 88
 CK0024.geopotential number by the normal gravity value computed on the
 CK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0024.degrees latitude (g = 980.6199 gals.).
 CK0024
 CK0024.The modeled gravity was interpolated from observed gravity values.
 CK0024
 CK0024;                    North         East    Units  Estimated Accuracy
 CK0024;SPC GA E     -   236,210.      259,570.      MT  (+/- 180 meters Scaled)
 CK0024
 CK0024                          SUPERSEDED SURVEY CONTROL
 CK0024
 CK0024  NGVD 29 (??/??/92)   20.906  (m)           68.59   (f) ADJ UNCH    2 0
 CK0024
 CK0024.Superseded values are not recommended for survey control.
 CK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0024.See file dsdata.txt to determine how the superseded data were derived.
 CK0024
 CK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR495548(NAD 83)
 CK0024_MARKER: DB = BENCH MARK DISK
 CK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0024_STAMPING: 9 C 6
 CK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0024+STABILITY: SURFACE MOTION
 CK0024
 CK0024  HISTORY     - Date     Condition        Report By
 CK0024  HISTORY     - UNK      MONUMENTED       GAGS
 CK0024  HISTORY     - 1935     GOOD             NGS
 CK0024  HISTORY     - 19890609 MARK NOT FOUND   USPSQD
 CK0024
 CK0024                          STATION DESCRIPTION
 CK0024
 CK0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0024'AT LANIER.
 CK0024'AT LANIER, BRYAN COUNTY, ABOUT 68 YARDS EAST OF THE EAST SIDE
 CK0024'OF THE SEABOARD AIR LINE RAILWAY STATION, ABOUT 60 YARDS WEST
 CK0024'OF THE SIDETRACK SWITCH, ON THE OUTSIDE OF THE FIRST CURVE EAST
 CK0024'OF THE STATION, 33 FEET SOUTH OF THE CENTER LINE OF A ROAD, 22
 CK0024'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND ABOUT 1
 CK0024'FOOT LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 CK0024'9 C 6 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 CK0024'INCH ABOVE GROUND.
 CK0024
 CK0024                          STATION RECOVERY (1989)
 CK0024
 CK0024'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0026 ***********************************************************************
 CK0026  DESIGNATION -  9 C 7
 CK0026  PID         -  CK0026
 CK0026  STATE/COUNTY-  GA/BRYAN
 CK0026  USGS QUAD   -  LANIER (1976)
 CK0026
 CK0026                         *CURRENT SURVEY CONTROL
 CK0026  ___________________________________________________________________
 CK0026* NAD 83(1986)-  32 07 54.     (N)    081 34 13.     (W)     SCALED    
 CK0026* NAVD 88     -        21.282  (meters)      69.82   (feet)  ADJUSTED  
 CK0026  ___________________________________________________________________
 CK0026  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CK0026  DYNAMIC HT  -          21.257 (meters)      69.74  (feet)  COMP
 CK0026  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CK0026
 CK0026  VERT ORDER  -  SECOND    CLASS 0
 CK0026
 CK0026.The horizontal coordinates were scaled from a topographic map and have
 CK0026.an estimated accuracy of +/- 6 seconds.
 CK0026
 CK0026.The orthometric height was determined by differential leveling
 CK0026.and adjusted by the National Geodetic Survey in June 1991..
 CK0026
 CK0026.The geoid height was determined by GEOID03.
 CK0026
 CK0026.The dynamic height is computed by dividing the NAVD 88
 CK0026.geopotential number by the normal gravity value computed on the
 CK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0026.degrees latitude (g = 980.6199 gals.).
 CK0026
 CK0026.The modeled gravity was interpolated from observed gravity values.
 CK0026
 CK0026;                    North         East    Units  Estimated Accuracy
 CK0026;SPC GA E     -   236,470.      256,270.      MT  (+/- 180 meters Scaled)
 CK0026
 CK0026                          SUPERSEDED SURVEY CONTROL
 CK0026
 CK0026  NGVD 29 (??/??/92)   21.534  (m)           70.65   (f) ADJ UNCH    2 0
 CK0026
 CK0026.Superseded values are not recommended for survey control.
 CK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0026.See file dsdata.txt to determine how the superseded data were derived.
 CK0026
 CK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR462551(NAD 83)
 CK0026_MARKER: DB = BENCH MARK DISK
 CK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0026_STAMPING: 9 C 7
 CK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0026+STABILITY: SURFACE MOTION
 CK0026
 CK0026  HISTORY     - Date     Condition        Report By
 CK0026  HISTORY     - UNK      MONUMENTED       GAGS
 CK0026  HISTORY     - 1935     GOOD             NGS
 CK0026
 CK0026                          STATION DESCRIPTION
 CK0026
 CK0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0026'1.7 MI W FROM LANIER.
 CK0026'ABOUT 1.7 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 CK0026'THE STATION AT LANIER, BRYAN COUNTY, ABOUT 0.3 MILE WEST OF
 CK0026'MILEPOST 525, 39 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 CK0026'38 FEET SOUTH OF THE SOUTH RAIL, NEAR POLE 3647, AND ABOUT 2
 CK0026'FEET LOWER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 CK0026'9 C 7 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 CK0026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0027 ***********************************************************************
 CK0027  DESIGNATION -  9 C 8
 CK0027  PID         -  CK0027
 CK0027  STATE/COUNTY-  GA/BRYAN
 CK0027  USGS QUAD   -  LANIER (1976)
 CK0027
 CK0027                         *CURRENT SURVEY CONTROL
 CK0027  ___________________________________________________________________
 CK0027* NAD 83(1986)-  32 07 58.     (N)    081 34 55.     (W)     SCALED    
 CK0027* NAVD 88     -        21.618  (meters)      70.93   (feet)  ADJUSTED  
 CK0027  ___________________________________________________________________
 CK0027  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CK0027  DYNAMIC HT  -          21.593 (meters)      70.84  (feet)  COMP
 CK0027  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CK0027
 CK0027  VERT ORDER  -  SECOND    CLASS 0
 CK0027
 CK0027.The horizontal coordinates were scaled from a topographic map and have
 CK0027.an estimated accuracy of +/- 6 seconds.
 CK0027
 CK0027.The orthometric height was determined by differential leveling
 CK0027.and adjusted by the National Geodetic Survey in June 1991..
 CK0027
 CK0027.The geoid height was determined by GEOID03.
 CK0027
 CK0027.The dynamic height is computed by dividing the NAVD 88
 CK0027.geopotential number by the normal gravity value computed on the
 CK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0027.degrees latitude (g = 980.6199 gals.).
 CK0027
 CK0027.The modeled gravity was interpolated from observed gravity values.
 CK0027
 CK0027;                    North         East    Units  Estimated Accuracy
 CK0027;SPC GA E     -   236,590.      255,170.      MT  (+/- 180 meters Scaled)
 CK0027
 CK0027                          SUPERSEDED SURVEY CONTROL
 CK0027
 CK0027  NGVD 29 (??/??/92)   21.869  (m)           71.75   (f) ADJ UNCH    2 0
 CK0027
 CK0027.Superseded values are not recommended for survey control.
 CK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0027.See file dsdata.txt to determine how the superseded data were derived.
 CK0027
 CK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR451553(NAD 83)
 CK0027_MARKER: DB = BENCH MARK DISK
 CK0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0027_STAMPING: 9 C 8
 CK0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0027+STABILITY: SURFACE MOTION
 CK0027
 CK0027  HISTORY     - Date     Condition        Report By
 CK0027  HISTORY     - UNK      MONUMENTED       GAGS
 CK0027  HISTORY     - 1935     GOOD             NGS
 CK0027  HISTORY     - 19890609 MARK NOT FOUND   USPSQD
 CK0027
 CK0027                          STATION DESCRIPTION
 CK0027
 CK0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0027'2.4 MI E FROM PEMBROKE.
 CK0027'ABOUT 2.4 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CK0027'STATION AT PEMBROKE, BRYAN COUNTY, ABOUT 126 YARDS EAST OF
 CK0027'MILEPOST 526, ABOUT 12 POLES WEST OF A ROAD CROSSING, 44 FEET
 CK0027'SOUTH OF THE SOUTH RAIL, NEAR POLE 3628, AND ABOUT 2 FEET LOWER
 CK0027'THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 9 C 8 AND
 CK0027'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CK0027
 CK0027                          STATION RECOVERY (1989)
 CK0027
 CK0027'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0028 ***********************************************************************
 CK0028  DESIGNATION -  9 C 9
 CK0028  PID         -  CK0028
 CK0028  STATE/COUNTY-  GA/BRYAN
 CK0028  USGS QUAD   -  LANIER (1976)
 CK0028
 CK0028                         *CURRENT SURVEY CONTROL
 CK0028  ___________________________________________________________________
 CK0028* NAD 83(1986)-  32 08 07.     (N)    081 37 13.     (W)     SCALED    
 CK0028* NAVD 88     -        27.547  (meters)      90.38   (feet)  ADJUSTED  
 CK0028  ___________________________________________________________________
 CK0028  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CK0028  DYNAMIC HT  -          27.515 (meters)      90.27  (feet)  COMP
 CK0028  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CK0028
 CK0028  VERT ORDER  -  SECOND    CLASS 0
 CK0028
 CK0028.The horizontal coordinates were scaled from a topographic map and have
 CK0028.an estimated accuracy of +/- 6 seconds.
 CK0028
 CK0028.The orthometric height was determined by differential leveling
 CK0028.and adjusted by the National Geodetic Survey in June 1991..
 CK0028
 CK0028.The geoid height was determined by GEOID03.
 CK0028
 CK0028.The dynamic height is computed by dividing the NAVD 88
 CK0028.geopotential number by the normal gravity value computed on the
 CK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0028.degrees latitude (g = 980.6199 gals.).
 CK0028
 CK0028.The modeled gravity was interpolated from observed gravity values.
 CK0028
 CK0028;                    North         East    Units  Estimated Accuracy
 CK0028;SPC GA E     -   236,850.      251,550.      MT  (+/- 180 meters Scaled)
 CK0028
 CK0028                          SUPERSEDED SURVEY CONTROL
 CK0028
 CK0028  NGVD 29 (??/??/92)   27.796  (m)           91.19   (f) ADJ UNCH    2 0
 CK0028
 CK0028.Superseded values are not recommended for survey control.
 CK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0028.See file dsdata.txt to determine how the superseded data were derived.
 CK0028
 CK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR414555(NAD 83)
 CK0028_MARKER: DD = SURVEY DISK
 CK0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0028_STAMPING: 9 C 9
 CK0028_MARK LOGO: GAGS  
 CK0028_PROJECTION: RECESSED 20 CENTIMETERS
 CK0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0028+STABILITY: SURFACE MOTION
 CK0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0028+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2001
 CK0028
 CK0028  HISTORY     - Date     Condition        Report By
 CK0028  HISTORY     - UNK      MONUMENTED       GAGS
 CK0028  HISTORY     - 1935     GOOD             NGS
 CK0028  HISTORY     - 20010120 GOOD             NGS
 CK0028
 CK0028                          STATION DESCRIPTION
 CK0028
 CK0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0028'AT PEMBROKE.
 CK0028'AT PEMBROKE, BRYAN COUNTY, ABOUT 190 YARDS EAST OF THE EAST SIDE
 CK0028'OF THE SEABOARD AIR LINE RAILWAY STATION, 12 FEET WEST OF THE
 CK0028'WEST SIDE OF SECTION TOOL HOUSE 103, 18 FEET SOUTH OF THE SOUTH
 CK0028'RAIL OF THE MAIN TRACK, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 CK0028'ABOUT 1 INCH UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED
 CK0028'9 C 9 AND SET IN THE TOP OF A CONCRETE POST.
 CK0028
 CK0028                          STATION RECOVERY (2001)
 CK0028
 CK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK0028'0.3 KM EASTERLY ALONG SOUTH RAILROAD STREET FROM THE POST OFFICE
 CK0028'IN PEMBROKE, 26.9 M NORTH OF THE STREET CENTERLINE, 5.2 M SOUTH OF
 CK0028'THE NEAR RAIL OF THE SEABOARD COASTLINE RAILROAD, 2.9 M WEST OF
 CK0028'THE EXTENDED CENTER OF LANIER STREET, 2.7 M NORTHEAST OF THE
 CK0028'CENTER OF THE SOUTH END OF A CULVERT UNDER THE RAILROAD, 0.3 M
 CK0028'ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS RECESSED 0.2 M
 CK0028'BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE STREET
 CK0028'RIGHT-OF-WAY.
 CK0028' 
 CK0028'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0206 ***********************************************************************
 CM0206  DESIGNATION -  9 E 18
 CM0206  PID         -  CM0206
 CM0206  STATE/COUNTY-  GA/MARION
 CM0206  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM0206
 CM0206                         *CURRENT SURVEY CONTROL
 CM0206  ___________________________________________________________________
 CM0206* NAD 83(1994)-  32 18 06.94745(N)    084 28 27.00336(W)     ADJUSTED  
 CM0206* NAVD 88     -       206.221  (meters)     676.58   (feet)  ADJUSTED  
 CM0206  ___________________________________________________________________
 CM0206  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CM0206  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CM0206  DYNAMIC HT  -         205.987 (meters)     675.81  (feet)  COMP
 CM0206  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CM0206
 CM0206  HORZ ORDER  -  SECOND
 CM0206  VERT ORDER  -  SECOND    CLASS 0
 CM0206
 CM0206.The horizontal coordinates were established by classical geodetic methods
 CM0206.and adjusted by the National Geodetic Survey in September 1997..
 CM0206
 CM0206.The orthometric height was determined by differential leveling
 CM0206.and adjusted by the National Geodetic Survey in June 1991..
 CM0206
 CM0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0206
 CM0206.The geoid height was determined by GEOID03.
 CM0206
 CM0206.The dynamic height is computed by dividing the NAVD 88
 CM0206.geopotential number by the normal gravity value computed on the
 CM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0206.degrees latitude (g = 980.6199 gals.).
 CM0206
 CM0206.The modeled gravity was interpolated from observed gravity values.
 CM0206
 CM0206;                    North         East     Units Scale Factor Converg.
 CM0206;SPC GA W     -   255,235.877   671,041.728   MT  0.99991034   -0 09 51.6
 CM0206;SPC GA W     -   837,386.37  2,201,576.07   sFT  0.99991034   -0 09 51.6
 CM0206;UTM  16      - 3,576,705.573   737,826.533   MT  1.00029756   +1 21 01.4
 CM0206
 CM0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0206!SPC GA W     -   0.99997173  x   0.99991034  =   0.99988208
 CM0206!UTM  16      -   0.99997173  x   1.00029756  =   1.00026929
 CM0206
 CM0206                          SUPERSEDED SURVEY CONTROL
 CM0206
 CM0206  NAD 83(1986)-  32 18 06.95190(N)    084 28 27.00208(W) AD(       ) 2
 CM0206  NAD 27      -  32 18 06.40000(N)    084 28 27.29800(W) AD(       ) 2
 CM0206  NGVD 29 (??/??/92)  206.288  (m)          676.80   (f) ADJ UNCH    2 0
 CM0206
 CM0206.Superseded values are not recommended for survey control.
 CM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0206.See file dsdata.txt to determine how the superseded data were derived.
 CM0206
 CM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3782776706(NAD 83)
 CM0206_MARKER: DD = SURVEY DISK
 CM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0206+STABILITY: SURFACE MOTION
 CM0206
 CM0206  HISTORY     - Date     Condition        Report By
 CM0206  HISTORY     - UNK      MONUMENTED       CGS
 CM0206  HISTORY     - 1935     GOOD             GAGS
 CM0206  HISTORY     - 1958     MARK NOT FOUND   NGS
 CM0206  HISTORY     - 1976     MARK NOT FOUND   NGS
 CM0206
 CM0206                          STATION DESCRIPTION
 CM0206
 CM0206'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0206'2.3 MI SE FROM BUENA VISTA.
 CM0206'9 E 18 IS LOCATED 2.3 MILES SOUTHEAST OF THE RWY. STATION AT BUENA
 CM0206'VISTA, 9 RAILS EAST OF MILE POST C-38, 5 FT. NORTH OF NORTH RAIL.
 CM0206'BRONZE TABLET SET IN TOP OF A CONCRETE POST 3 HIGH.
 CM0206
 CM0206                          STATION RECOVERY (1935)
 CM0206
 CM0206'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1935 (JB)
 CM0206'ABOUT 11.5 MILES (BY ROAD) NORTHWEST OF ELLAVILLE 2.9 MILES
 CM0206'SOUTHEAST OF COURTHOUSE IN BUENA VISTA, IN PLOWED STRIP OF LAND
 CM0206'BETWEEN CENTRAL OF GEORGIA RAILWAY AND STATE HIGHWAY 26, 9 RAIL
 CM0206'LENGTHS EAST OF MILEPOST C-38 (COLUMBUS) AND 5 FEET NORTH OF RAIL.
 CM0206'TO REACH FROM BUENA VISTA, FOLLOW STATE HIGHWAY 26 FOR ABOUT 2.90
 CM0206'MILES SOUTHEAST TO STATION.  STATION IS A STATE SURVEY STANDARD DISK,
 CM0206'SET IN 6-INCH JOINT OF STOVEPIPE FILLED WITH CONCRETE, PROJECTS 1
 CM0206'INCH AND IS 156.56 FEET (47.719 METERS) EAST OF VISTA (SEE
 CM0206'DESCRIPTION THEREOF) S 81 DEG 55 MIN E.
 CM0206
 CM0206                          STATION RECOVERY (1958)
 CM0206
 CM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CM0206'MARK NOT FOUND.
 CM0206
 CM0206                          STATION RECOVERY (1976)
 CM0206
 CM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CM0206'THE STATION WAS SEARCHED FOR USING THE DISTANCE FROM HORIZONTAL
 CM0206'STATION VISTA 1935 AND THE NORTH RAIL OF RAILROAD
 CM0206'TRACK.  APPARENTLY THE STATION WAS DESTROYED WHEN CONSTRUCTION
 CM0206'OF RAILROAD BED TOOK PLACE.  STATION LOST.
 CM0206'
 CM0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM0206'2.9 MILES SOUTHEAST OF BUENA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0204 ***********************************************************************
 CM0204  DESIGNATION -  9 E 19
 CM0204  PID         -  CM0204
 CM0204  STATE/COUNTY-  GA/MARION
 CM0204  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM0204
 CM0204                         *CURRENT SURVEY CONTROL
 CM0204  ___________________________________________________________________
 CM0204* NAD 83(1986)-  32 17 23.     (N)    084 26 52.     (W)     SCALED    
 CM0204* NAVD 88     -       197.650  (meters)     648.46   (feet)  ADJUSTED  
 CM0204  ___________________________________________________________________
 CM0204  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM0204  DYNAMIC HT  -         197.425 (meters)     647.72  (feet)  COMP
 CM0204  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CM0204
 CM0204  VERT ORDER  -  SECOND    CLASS 0
 CM0204
 CM0204.The horizontal coordinates were scaled from a topographic map and have
 CM0204.an estimated accuracy of +/- 6 seconds.
 CM0204
 CM0204.The orthometric height was determined by differential leveling
 CM0204.and adjusted by the National Geodetic Survey in June 1991..
 CM0204
 CM0204.The geoid height was determined by GEOID03.
 CM0204
 CM0204.The dynamic height is computed by dividing the NAVD 88
 CM0204.geopotential number by the normal gravity value computed on the
 CM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0204.degrees latitude (g = 980.6199 gals.).
 CM0204
 CM0204.The modeled gravity was interpolated from observed gravity values.
 CM0204
 CM0204;                    North         East    Units  Estimated Accuracy
 CM0204;SPC GA W     -   253,880.      673,520.      MT  (+/- 180 meters Scaled)
 CM0204
 CM0204                          SUPERSEDED SURVEY CONTROL
 CM0204
 CM0204  NGVD 29 (??/??/92)  197.722  (m)          648.69   (f) ADJ UNCH    2 0
 CM0204
 CM0204.Superseded values are not recommended for survey control.
 CM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0204.See file dsdata.txt to determine how the superseded data were derived.
 CM0204
 CM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA403754(NAD 83)
 CM0204_MARKER: DD = SURVEY DISK
 CM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0204+STABILITY: SURFACE MOTION
 CM0204
 CM0204  HISTORY     - Date     Condition        Report By
 CM0204  HISTORY     - UNK      MONUMENTED       CGS
 CM0204  HISTORY     - 1958     MARK NOT FOUND   NGS
 CM0204
 CM0204                          STATION DESCRIPTION
 CM0204
 CM0204'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0204'2.9 MI NW FROM PUTNAM.
 CM0204'9 E 19 IS LOCATED 2.9 MILES NORTHWEST OF THE RWY. STATION AT
 CM0204'PUTNAM, 21 RAILS WEST OF MILE POST A-24, 14 FT. NORTH OF NORTH
 CM0204'RAIL OF TRACK.  BRONZE TABLET SET IN TOP OF A CONCRETE POST
 CM0204'3 INCHES HIGH.
 CM0204
 CM0204                          STATION RECOVERY (1958)
 CM0204
 CM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CM0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0203 ***********************************************************************
 CM0203  DESIGNATION -  9 E 20
 CM0203  PID         -  CM0203
 CM0203  STATE/COUNTY-  GA/MARION
 CM0203  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM0203
 CM0203                         *CURRENT SURVEY CONTROL
 CM0203  ___________________________________________________________________
 CM0203* NAD 83(1986)-  32 17 15.     (N)    084 26 42.     (W)     SCALED    
 CM0203* NAVD 88     -       195.423  (meters)     641.15   (feet)  ADJUSTED  
 CM0203  ___________________________________________________________________
 CM0203  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM0203  DYNAMIC HT  -         195.200 (meters)     640.42  (feet)  COMP
 CM0203  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CM0203
 CM0203  VERT ORDER  -  SECOND    CLASS 0
 CM0203
 CM0203.The horizontal coordinates were scaled from a topographic map and have
 CM0203.an estimated accuracy of +/- 6 seconds.
 CM0203
 CM0203.The orthometric height was determined by differential leveling
 CM0203.and adjusted by the National Geodetic Survey in June 1991..
 CM0203
 CM0203.The geoid height was determined by GEOID03.
 CM0203
 CM0203.The dynamic height is computed by dividing the NAVD 88
 CM0203.geopotential number by the normal gravity value computed on the
 CM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0203.degrees latitude (g = 980.6199 gals.).
 CM0203
 CM0203.The modeled gravity was interpolated from observed gravity values.
 CM0203
 CM0203;                    North         East    Units  Estimated Accuracy
 CM0203;SPC GA W     -   253,630.      673,780.      MT  (+/- 180 meters Scaled)
 CM0203
 CM0203                          SUPERSEDED SURVEY CONTROL
 CM0203
 CM0203  NGVD 29 (??/??/92)  195.496  (m)          641.39   (f) ADJ UNCH    2 0
 CM0203
 CM0203.Superseded values are not recommended for survey control.
 CM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0203.See file dsdata.txt to determine how the superseded data were derived.
 CM0203
 CM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA406751(NAD 83)
 CM0203_MARKER: DD = SURVEY DISK
 CM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0203+STABILITY: SURFACE MOTION
 CM0203
 CM0203  HISTORY     - Date     Condition        Report By
 CM0203  HISTORY     - UNK      MONUMENTED       CGS
 CM0203  HISTORY     - 1958     MARK NOT FOUND   NGS
 CM0203
 CM0203                          STATION DESCRIPTION
 CM0203
 CM0203'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0203'2.6 MI NW FROM PUTNAM.
 CM0203'9 E 20 IS LOCATED 2.6 MILES NORTHWEST OF THE RWY. STATION AT PUTNAM,
 CM0203'10 RAILS EAST OF MILE POST NO. C-40 OR A-24., BRONZE TABLET SET IN
 CM0203'TOP OF A CONCRETE POST, 16.5 FT. NORTH OF NORTH RAIL.
 CM0203
 CM0203                          STATION RECOVERY (1958)
 CM0203
 CM0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CM0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0199 ***********************************************************************
 CM0199  DESIGNATION -  9 E 22
 CM0199  PID         -  CM0199
 CM0199  STATE/COUNTY-  GA/MARION
 CM0199  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM0199
 CM0199                         *CURRENT SURVEY CONTROL
 CM0199  ___________________________________________________________________
 CM0199* NAD 83(1986)-  32 15 32.     (N)    084 24 41.     (W)     SCALED    
 CM0199* NAVD 88     -       179.897  (meters)     590.21   (feet)  ADJUSTED  
 CM0199  ___________________________________________________________________
 CM0199  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CM0199  DYNAMIC HT  -         179.691 (meters)     589.54  (feet)  COMP
 CM0199  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CM0199
 CM0199  VERT ORDER  -  SECOND    CLASS 0
 CM0199
 CM0199.The horizontal coordinates were scaled from a topographic map and have
 CM0199.an estimated accuracy of +/- 6 seconds.
 CM0199
 CM0199.The orthometric height was determined by differential leveling
 CM0199.and adjusted by the National Geodetic Survey in June 1991..
 CM0199.WARNING-Repeat measurements at this control monument indicate possible
 CM0199.vertical movement.
 CM0199
 CM0199.The geoid height was determined by GEOID03.
 CM0199
 CM0199.The dynamic height is computed by dividing the NAVD 88
 CM0199.geopotential number by the normal gravity value computed on the
 CM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0199.degrees latitude (g = 980.6199 gals.).
 CM0199
 CM0199.The modeled gravity was interpolated from observed gravity values.
 CM0199
 CM0199;                    North         East    Units  Estimated Accuracy
 CM0199;SPC GA W     -   250,450.      676,940.      MT  (+/- 180 meters Scaled)
 CM0199
 CM0199                          SUPERSEDED SURVEY CONTROL
 CM0199
 CM0199  NGVD 29 (??/??/92)  179.98   (m)          590.5    (f) COMPUTED    2 0
 CM0199
 CM0199.Superseded values are not recommended for survey control.
 CM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0199.See file dsdata.txt to determine how the superseded data were derived.
 CM0199
 CM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA438720(NAD 83)
 CM0199_MARKER: DB = BENCH MARK DISK
 CM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0199_STAMPING: 9 E 22
 CM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0199+STABILITY: SURFACE MOTION
 CM0199
 CM0199  HISTORY     - Date     Condition        Report By
 CM0199  HISTORY     - UNK      MONUMENTED       CGS
 CM0199  HISTORY     - 1934     GOOD             NGS
 CM0199  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 CM0199
 CM0199                          STATION DESCRIPTION
 CM0199
 CM0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0199'0.5 MI E FROM PUTNAM.
 CM0199'LOCATED 0.5 OF MILE EAST OF THE PUTNAM RWY. STATION, IN A
 CM0199'CULTIVATED FIELD ON TANGENT TO RAILROAD, 9 RAILS EAST OF MILE POST
 CM0199'A-21, 45 FT. NORTH OF NORTH RAIL OF TRACK.  BRONZE TABLET SET IN TOP
 CM0199'OF A CONCRETE POST 3 INCHES HIGH.
 CM0199
 CM0199                          STATION RECOVERY (1954)
 CM0199
 CM0199'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 CM0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0196 ***********************************************************************
 CM0196  DESIGNATION -  9 E 25
 CM0196  PID         -  CM0196
 CM0196  STATE/COUNTY-  GA/SCHLEY
 CM0196  USGS QUAD   -  ELLAVILLE NORTH (1985)
 CM0196
 CM0196                         *CURRENT SURVEY CONTROL
 CM0196  ___________________________________________________________________
 CM0196* NAD 83(1986)-  32 15 17.     (N)    084 20 19.     (W)     SCALED    
 CM0196* NAVD 88     -       169.818  (meters)     557.14   (feet)  ADJUSTED  
 CM0196  ___________________________________________________________________
 CM0196  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CM0196  DYNAMIC HT  -         169.622 (meters)     556.50  (feet)  COMP
 CM0196  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CM0196
 CM0196  VERT ORDER  -  SECOND    CLASS 0
 CM0196
 CM0196.The horizontal coordinates were scaled from a topographic map and have
 CM0196.an estimated accuracy of +/- 6 seconds.
 CM0196
 CM0196.The orthometric height was determined by differential leveling
 CM0196.and adjusted by the National Geodetic Survey in June 1991..
 CM0196
 CM0196.The geoid height was determined by GEOID03.
 CM0196
 CM0196.The dynamic height is computed by dividing the NAVD 88
 CM0196.geopotential number by the normal gravity value computed on the
 CM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0196.degrees latitude (g = 980.6199 gals.).
 CM0196
 CM0196.The modeled gravity was interpolated from observed gravity values.
 CM0196
 CM0196;                    North         East    Units  Estimated Accuracy
 CM0196;SPC GA W     -   249,970.      683,800.      MT  (+/- 180 meters Scaled)
 CM0196
 CM0196                          SUPERSEDED SURVEY CONTROL
 CM0196
 CM0196  NGVD 29 (??/??/92)  169.906  (m)          557.43   (f) ADJ UNCH    2 0
 CM0196
 CM0196.Superseded values are not recommended for survey control.
 CM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0196.See file dsdata.txt to determine how the superseded data were derived.
 CM0196
 CM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA507717(NAD 83)
 CM0196_MARKER: DB = BENCH MARK DISK
 CM0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0196_STAMPING: 9 E 25
 CM0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0196+STABILITY: SURFACE MOTION
 CM0196
 CM0196  HISTORY     - Date     Condition        Report By
 CM0196  HISTORY     - UNK      MONUMENTED       GAGS
 CM0196  HISTORY     - 1937     GOOD             NGS
 CM0196
 CM0196                          STATION DESCRIPTION
 CM0196
 CM0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 CM0196'2.2 MI NW FROM ELLAVILLE.
 CM0196'LOCATED 2.2 MILES NORTHWEST OF THE RWY. STATION AT ELLAVILLE, ON A
 CM0196'CURVE JUST PAST CROSSING OF RAILROAD WITH HIGHWAY 26, 13.5 FT.
 CM0196'NORTH OF NORTH RAIL.  BRONZE TABLET SET IN TOP OF A CONCRETE POST
 CM0196'3 INCHES HIGH. ON EXT. TANGENT OF N. RAIL GOING EAST, 15 FT. EAST
 CM0196'OF TEL. POLE, APPROXIMATELY 6 RAILS WEST OF WHISTLE POST.
 CM0196'LOCATION-- NEAREST TOWN ELLAVILLE, 2.2 MILES NORTHWEST OF, ALONG
 CM0196'THE C. OF GA. RWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0194 ***********************************************************************
 CM0194  DESIGNATION -  9 E 26
 CM0194  PID         -  CM0194
 CM0194  STATE/COUNTY-  GA/SCHLEY
 CM0194  USGS QUAD   -  ELLAVILLE NORTH (1985)
 CM0194
 CM0194                         *CURRENT SURVEY CONTROL
 CM0194  ___________________________________________________________________
 CM0194* NAD 83(1986)-  32 15 07.     (N)    084 19 57.     (W)     SCALED    
 CM0194* NAVD 88     -       171.703  (meters)     563.33   (feet)  ADJUSTED  
 CM0194  ___________________________________________________________________
 CM0194  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CM0194  DYNAMIC HT  -         171.505 (meters)     562.68  (feet)  COMP
 CM0194  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CM0194
 CM0194  VERT ORDER  -  SECOND    CLASS 0
 CM0194
 CM0194.The horizontal coordinates were scaled from a topographic map and have
 CM0194.an estimated accuracy of +/- 6 seconds.
 CM0194
 CM0194.The orthometric height was determined by differential leveling
 CM0194.and adjusted by the National Geodetic Survey in June 1991..
 CM0194
 CM0194.The geoid height was determined by GEOID03.
 CM0194
 CM0194.The dynamic height is computed by dividing the NAVD 88
 CM0194.geopotential number by the normal gravity value computed on the
 CM0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0194.degrees latitude (g = 980.6199 gals.).
 CM0194
 CM0194.The modeled gravity was interpolated from observed gravity values.
 CM0194
 CM0194;                    North         East    Units  Estimated Accuracy
 CM0194;SPC GA W     -   249,660.      684,370.      MT  (+/- 180 meters Scaled)
 CM0194
 CM0194                          SUPERSEDED SURVEY CONTROL
 CM0194
 CM0194  NGVD 29 (??/??/92)  171.791  (m)          563.62   (f) ADJ UNCH    2 0
 CM0194
 CM0194.Superseded values are not recommended for survey control.
 CM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0194.See file dsdata.txt to determine how the superseded data were derived.
 CM0194
 CM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA513714(NAD 83)
 CM0194_MARKER: DB = BENCH MARK DISK
 CM0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0194_STAMPING: 9 E 26
 CM0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0194+STABILITY: SURFACE MOTION
 CM0194
 CM0194  HISTORY     - Date     Condition        Report By
 CM0194  HISTORY     - UNK      MONUMENTED       CGS
 CM0194  HISTORY     - 1934     GOOD             NGS
 CM0194
 CM0194                          STATION DESCRIPTION
 CM0194
 CM0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0194'2 MI NW FROM ELLAVILLE.
 CM0194'LOCATED 2 MILES NORTHWEST OF THE RWY. STATION AT ELLAVILLE, 9 RAILS
 CM0194'EAST OF CROSSING OF A COUNTY ROAD, 6 RAILS WEST OF MILE POST A-16,
 CM0194'15.5 FT. SOUTH OF SOUTH RAIL, ON PROPERTY OF TENDEE PLACE.  BRONZE
 CM0194'TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0193 ***********************************************************************
 CM0193  DESIGNATION -  9 E 27
 CM0193  PID         -  CM0193
 CM0193  STATE/COUNTY-  GA/SCHLEY
 CM0193  USGS QUAD   -  ELLAVILLE SOUTH (1972)
 CM0193
 CM0193                         *CURRENT SURVEY CONTROL
 CM0193  ___________________________________________________________________
 CM0193* NAD 83(1986)-  32 14 36.     (N)    084 18 33.     (W)     SCALED    
 CM0193* NAVD 88     -       172.422  (meters)     565.69   (feet)  ADJUSTED  
 CM0193  ___________________________________________________________________
 CM0193  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CM0193  DYNAMIC HT  -         172.223 (meters)     565.03  (feet)  COMP
 CM0193  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 CM0193
 CM0193  VERT ORDER  -  SECOND    CLASS 0
 CM0193
 CM0193.The horizontal coordinates were scaled from a topographic map and have
 CM0193.an estimated accuracy of +/- 6 seconds.
 CM0193
 CM0193.The orthometric height was determined by differential leveling
 CM0193.and adjusted by the National Geodetic Survey in June 1991..
 CM0193
 CM0193.The geoid height was determined by GEOID03.
 CM0193
 CM0193.The dynamic height is computed by dividing the NAVD 88
 CM0193.geopotential number by the normal gravity value computed on the
 CM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0193.degrees latitude (g = 980.6199 gals.).
 CM0193
 CM0193.The modeled gravity was interpolated from observed gravity values.
 CM0193
 CM0193;                    North         East    Units  Estimated Accuracy
 CM0193;SPC GA W     -   248,710.      686,570.      MT  (+/- 180 meters Scaled)
 CM0193
 CM0193                          SUPERSEDED SURVEY CONTROL
 CM0193
 CM0193  NGVD 29 (??/??/92)  172.511  (m)          565.98   (f) ADJ UNCH    2 0
 CM0193
 CM0193.Superseded values are not recommended for survey control.
 CM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0193.See file dsdata.txt to determine how the superseded data were derived.
 CM0193
 CM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA535705(NAD 83)
 CM0193_MARKER: DB = BENCH MARK DISK
 CM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0193_STAMPING: 9 E 27
 CM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0193+STABILITY: SURFACE MOTION
 CM0193
 CM0193  HISTORY     - Date     Condition        Report By
 CM0193  HISTORY     - UNK      MONUMENTED       CGS
 CM0193  HISTORY     - 1937     GOOD             GAGS
 CM0193
 CM0193                          STATION DESCRIPTION
 CM0193
 CM0193'DESCRIBED BY GEORGIA GEODETIC SURVEY 1937
 CM0193'AT ELLAVILLE.
 CM0193'LOCATED AT THE CROSSING OF STATE HY. 3 AND THE CENTRAL OF GEORGIA
 CM0193'RWY, 15 FT. WEST OF CENTERLINE OF HIGHWAY ON SHOULDER OF ROAD, 44
 CM0193'FT. NORTH OF NORTH RAIL.  BRONZE TABLET SET IN TOP OF A CONCRETE
 CM0193'POST LEVEL WITH GROUND.  LOCATION-- NEAREST TOWN ELLAVILLE,
 CM0193'AT ELLAVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0191 ***********************************************************************
 CM0191  DESIGNATION -  9 E 29
 CM0191  PID         -  CM0191
 CM0191  STATE/COUNTY-  GA/SCHLEY
 CM0191  USGS QUAD   -  ELLAVILLE SOUTH (1972)
 CM0191
 CM0191                         *CURRENT SURVEY CONTROL
 CM0191  ___________________________________________________________________
 CM0191* NAD 83(1986)-  32 14 18.     (N)    084 18 23.     (W)     SCALED    
 CM0191* NAVD 88     -       172.765  (meters)     566.81   (feet)  ADJUSTED  
 CM0191  ___________________________________________________________________
 CM0191  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CM0191  DYNAMIC HT  -         172.565 (meters)     566.16  (feet)  COMP
 CM0191  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CM0191
 CM0191  VERT ORDER  -  SECOND    CLASS 0
 CM0191
 CM0191.The horizontal coordinates were scaled from a topographic map and have
 CM0191.an estimated accuracy of +/- 6 seconds.
 CM0191
 CM0191.The orthometric height was determined by differential leveling
 CM0191.and adjusted by the National Geodetic Survey in June 1991..
 CM0191.WARNING-Repeat measurements at this control monument indicate possible
 CM0191.vertical movement.
 CM0191
 CM0191.The geoid height was determined by GEOID03.
 CM0191
 CM0191.The dynamic height is computed by dividing the NAVD 88
 CM0191.geopotential number by the normal gravity value computed on the
 CM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0191.degrees latitude (g = 980.6199 gals.).
 CM0191
 CM0191.The modeled gravity was interpolated from observed gravity values.
 CM0191
 CM0191;                    North         East    Units  Estimated Accuracy
 CM0191;SPC GA W     -   248,150.      686,830.      MT  (+/- 180 meters Scaled)
 CM0191
 CM0191                          SUPERSEDED SURVEY CONTROL
 CM0191
 CM0191  NGVD 29 (??/??/92)  172.855  (m)          567.11   (f) ADJ UNCH    2 0
 CM0191
 CM0191.Superseded values are not recommended for survey control.
 CM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0191.See file dsdata.txt to determine how the superseded data were derived.
 CM0191
 CM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA538700(NAD 83)
 CM0191_MARKER: DB = BENCH MARK DISK
 CM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0191_STAMPING: NO 9 29
 CM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0191+STABILITY: SURFACE MOTION
 CM0191
 CM0191  HISTORY     - Date     Condition        Report By
 CM0191  HISTORY     - 1934     MONUMENTED       CGS
 CM0191  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 CM0191
 CM0191                          STATION DESCRIPTION
 CM0191
 CM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM0191'AT ELLAVILLE.
 CM0191'LOCATED 40 YARDS NORTHWEST OF THE C. OF GA. RWY. STATION, 26 FT.
 CM0191'NORTHWEST OF CENTERLINE OF STATE HY. NO 26, 5.2 FT. NORTHEAST OF
 CM0191'NORTHEAST RAIL.  BRONZE TABLET SET IN TOP OF A CONCRETE POST
 CM0191'LEVEL WITH GROUND.
 CM0191
 CM0191                          STATION RECOVERY (1953)
 CM0191
 CM0191'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 CM0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0189 ***********************************************************************
 CM0189  DESIGNATION -  9 E 31
 CM0189  PID         -  CM0189
 CM0189  STATE/COUNTY-  GA/SCHLEY
 CM0189  USGS QUAD   -  ELLAVILLE SOUTH (1972)
 CM0189
 CM0189                         *CURRENT SURVEY CONTROL
 CM0189  ___________________________________________________________________
 CM0189* NAD 83(1986)-  32 12 58.     (N)    084 16 59.     (W)     SCALED    
 CM0189* NAVD 88     -       162.684  (meters)     533.74   (feet)  ADJUSTED  
 CM0189  ___________________________________________________________________
 CM0189  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CM0189  DYNAMIC HT  -         162.495 (meters)     533.12  (feet)  COMP
 CM0189  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CM0189
 CM0189  VERT ORDER  -  SECOND    CLASS 0
 CM0189
 CM0189.The horizontal coordinates were scaled from a topographic map and have
 CM0189.an estimated accuracy of +/- 6 seconds.
 CM0189
 CM0189.The orthometric height was determined by differential leveling
 CM0189.and adjusted by the National Geodetic Survey in June 1991..
 CM0189
 CM0189.The geoid height was determined by GEOID03.
 CM0189
 CM0189.The dynamic height is computed by dividing the NAVD 88
 CM0189.geopotential number by the normal gravity value computed on the
 CM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0189.degrees latitude (g = 980.6199 gals.).
 CM0189
 CM0189.The modeled gravity was interpolated from observed gravity values.
 CM0189
 CM0189;                    North         East    Units  Estimated Accuracy
 CM0189;SPC GA W     -   245,690.      689,030.      MT  (+/- 180 meters Scaled)
 CM0189
 CM0189                          SUPERSEDED SURVEY CONTROL
 CM0189
 CM0189  NGVD 29 (??/??/92)  162.782  (m)          534.06   (f) ADJ UNCH    2 0
 CM0189
 CM0189.Superseded values are not recommended for survey control.
 CM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0189.See file dsdata.txt to determine how the superseded data were derived.
 CM0189
 CM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA560676(NAD 83)
 CM0189_MARKER: DB = BENCH MARK DISK
 CM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0189_STAMPING: 9 E 31
 CM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0189+STABILITY: SURFACE MOTION
 CM0189
 CM0189  HISTORY     - Date     Condition        Report By
 CM0189  HISTORY     - UNK      MONUMENTED       CGS
 CM0189  HISTORY     - 1934     GOOD             NGS
 CM0189
 CM0189                          STATION DESCRIPTION
 CM0189
 CM0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0189'2.1 MI S FROM ELLAVILLE.
 CM0189'LOCATED 2.1 MILES SOUTH OF THE RWY. STATION AT ELLAVILLE, 55
 CM0189'YARDS NORTH OF MILE POST A-12, APPROXIMATELY 25 FT. SOUTH OF
 CM0189'CENTERLINE OF A COMMUNITY ROAD THAT CROSSES TRACK, 11 FT. EAST
 CM0189'OF EAST RAIL OF TRACK.  BRONZE TABLET SET IN TOP OF A CONCRETE POST
 CM0189'2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0188 ***********************************************************************
 CM0188  DESIGNATION -  9 E 33
 CM0188  PID         -  CM0188
 CM0188  STATE/COUNTY-  GA/SCHLEY
 CM0188  USGS QUAD   -  ELLAVILLE SOUTH (1972)
 CM0188
 CM0188                         *CURRENT SURVEY CONTROL
 CM0188  ___________________________________________________________________
 CM0188* NAD 83(1986)-  32 11 44.     (N)    084 15 33.     (W)     SCALED    
 CM0188* NAVD 88     -       155.531  (meters)     510.27   (feet)  ADJUSTED  
 CM0188  ___________________________________________________________________
 CM0188  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CM0188  DYNAMIC HT  -         155.350 (meters)     509.68  (feet)  COMP
 CM0188  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CM0188
 CM0188  VERT ORDER  -  SECOND    CLASS 0
 CM0188
 CM0188.The horizontal coordinates were scaled from a topographic map and have
 CM0188.an estimated accuracy of +/- 6 seconds.
 CM0188
 CM0188.The orthometric height was determined by differential leveling
 CM0188.and adjusted by the National Geodetic Survey in June 1991..
 CM0188
 CM0188.The geoid height was determined by GEOID03.
 CM0188
 CM0188.The dynamic height is computed by dividing the NAVD 88
 CM0188.geopotential number by the normal gravity value computed on the
 CM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0188.degrees latitude (g = 980.6199 gals.).
 CM0188
 CM0188.The modeled gravity was interpolated from observed gravity values.
 CM0188
 CM0188;                    North         East    Units  Estimated Accuracy
 CM0188;SPC GA W     -   243,400.      691,280.      MT  (+/- 180 meters Scaled)
 CM0188
 CM0188                          SUPERSEDED SURVEY CONTROL
 CM0188
 CM0188  NGVD 29 (??/??/92)  155.632  (m)          510.60   (f) ADJ UNCH    2 0
 CM0188
 CM0188.Superseded values are not recommended for survey control.
 CM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0188.See file dsdata.txt to determine how the superseded data were derived.
 CM0188
 CM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA583654(NAD 83)
 CM0188_MARKER: DB = BENCH MARK DISK
 CM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0188_STAMPING: NO 9 E 33
 CM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0188+STABILITY: SURFACE MOTION
 CM0188
 CM0188  HISTORY     - Date     Condition        Report By
 CM0188  HISTORY     - UNK      MONUMENTED       CGS
 CM0188  HISTORY     - 1934     GOOD             NGS
 CM0188
 CM0188                          STATION DESCRIPTION
 CM0188
 CM0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0188'1.3 MI NW FROM LA CROSS.
 CM0188'LOCATED 1.3 MILES NORTHWEST OF THE RAILWAY STATION, 5 1/2 RAILS
 CM0188'SOUTH OF MILE POST NO. A-10, 17.4 FT. NORTHEAST OF NORTHEAST RAIL.
 CM0188'STANDARD TABLET SET IN TOP OF A CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0187 ***********************************************************************
 CM0187  DESIGNATION -  9 E 34
 CM0187  PID         -  CM0187
 CM0187  STATE/COUNTY-  GA/SCHLEY
 CM0187  USGS QUAD   -  ELLAVILLE SOUTH (1972)
 CM0187
 CM0187                         *CURRENT SURVEY CONTROL
 CM0187  ___________________________________________________________________
 CM0187* NAD 83(1986)-  32 11 38.     (N)    084 15 22.     (W)     SCALED    
 CM0187* NAVD 88     -       159.786  (meters)     524.23   (feet)  ADJUSTED  
 CM0187  ___________________________________________________________________
 CM0187  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CM0187  DYNAMIC HT  -         159.601 (meters)     523.62  (feet)  COMP
 CM0187  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CM0187
 CM0187  VERT ORDER  -  SECOND    CLASS 0
 CM0187
 CM0187.The horizontal coordinates were scaled from a topographic map and have
 CM0187.an estimated accuracy of +/- 6 seconds.
 CM0187
 CM0187.The orthometric height was determined by differential leveling
 CM0187.and adjusted by the National Geodetic Survey in June 1991..
 CM0187
 CM0187.The geoid height was determined by GEOID03.
 CM0187
 CM0187.The dynamic height is computed by dividing the NAVD 88
 CM0187.geopotential number by the normal gravity value computed on the
 CM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0187.degrees latitude (g = 980.6199 gals.).
 CM0187
 CM0187.The modeled gravity was interpolated from observed gravity values.
 CM0187
 CM0187;                    North         East    Units  Estimated Accuracy
 CM0187;SPC GA W     -   243,220.      691,570.      MT  (+/- 180 meters Scaled)
 CM0187
 CM0187                          SUPERSEDED SURVEY CONTROL
 CM0187
 CM0187  NGVD 29 (??/??/92)  159.888  (m)          524.57   (f) ADJ UNCH    2 0
 CM0187
 CM0187.Superseded values are not recommended for survey control.
 CM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0187.See file dsdata.txt to determine how the superseded data were derived.
 CM0187
 CM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA586652(NAD 83)
 CM0187_MARKER: DB = BENCH MARK DISK
 CM0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0187_STAMPING: 9 E 34
 CM0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0187+STABILITY: SURFACE MOTION
 CM0187
 CM0187  HISTORY     - Date     Condition        Report By
 CM0187  HISTORY     - UNK      MONUMENTED       CGS
 CM0187  HISTORY     - 1934     GOOD             NGS
 CM0187
 CM0187                          STATION DESCRIPTION
 CM0187
 CM0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0187'1.1 MI NW FROM LA CROSS.
 CM0187'LOCATED 1 MILES NORTHWEST OF THE RWY. STATION AT LA CROSS, 434
 CM0187'YARDS SOUTH OF MILE POST A-10, AT POINT ON BANK ALMOST ON PI OF WEST
 CM0187'RAIL, 24 FT. WEST OF WEST RAIL.  BRONZE TABLET SET IN TOP OF A
 CM0187'CONCRETE POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0186 ***********************************************************************
 CM0186  DESIGNATION -  9 E 35
 CM0186  PID         -  CM0186
 CM0186  STATE/COUNTY-  GA/SCHLEY
 CM0186  USGS QUAD   -  ANDERSONVILLE (1972)
 CM0186
 CM0186                         *CURRENT SURVEY CONTROL
 CM0186  ___________________________________________________________________
 CM0186* NAD 83(1986)-  32 11 22.     (N)    084 14 35.     (W)     SCALED    
 CM0186* NAVD 88     -       160.675  (meters)     527.15   (feet)  ADJUSTED  
 CM0186  ___________________________________________________________________
 CM0186  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CM0186  DYNAMIC HT  -         160.489 (meters)     526.54  (feet)  COMP
 CM0186  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CM0186
 CM0186  VERT ORDER  -  SECOND    CLASS 0
 CM0186
 CM0186.The horizontal coordinates were scaled from a topographic map and have
 CM0186.an estimated accuracy of +/- 6 seconds.
 CM0186
 CM0186.The orthometric height was determined by differential leveling
 CM0186.and adjusted by the National Geodetic Survey in June 1991..
 CM0186
 CM0186.The geoid height was determined by GEOID03.
 CM0186
 CM0186.The dynamic height is computed by dividing the NAVD 88
 CM0186.geopotential number by the normal gravity value computed on the
 CM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0186.degrees latitude (g = 980.6199 gals.).
 CM0186
 CM0186.The modeled gravity was interpolated from observed gravity values.
 CM0186
 CM0186;                    North         East    Units  Estimated Accuracy
 CM0186;SPC GA W     -   242,730.      692,800.      MT  (+/- 180 meters Scaled)
 CM0186
 CM0186                          SUPERSEDED SURVEY CONTROL
 CM0186
 CM0186  NGVD 29 (??/??/92)  160.778  (m)          527.49   (f) ADJ UNCH    2 0
 CM0186
 CM0186.Superseded values are not recommended for survey control.
 CM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0186.See file dsdata.txt to determine how the superseded data were derived.
 CM0186
 CM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA599647(NAD 83)
 CM0186_MARKER: DB = BENCH MARK DISK
 CM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0186_STAMPING: P E 35
 CM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0186+STABILITY: SURFACE MOTION
 CM0186
 CM0186  HISTORY     - Date     Condition        Report By
 CM0186  HISTORY     - UNK      MONUMENTED       CGS
 CM0186  HISTORY     - 1937     GOOD             GAGS
 CM0186
 CM0186                          STATION DESCRIPTION
 CM0186
 CM0186'DESCRIBED BY GEORGIA GEODETIC SURVEY 1937
 CM0186'0.3 MI N FROM LA CROSS.
 CM0186'LOCATED 0.3 MILES NORTH OF THE CENTRAL OF GEORGIA RWY. STATION
 CM0186'AT LA CROSS, 12 RAILS SOUTH OF MILE POST A-9, 30 FT. EAST OF EAST
 CM0186'RAIL, JUST INSIDE TELEPHONE LINE ON EDGE OF CULTIVATED FIELD, 6 FEET
 CM0186'S.W TEL. POLE.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 2 INCHES
 CM0186'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0185 ***********************************************************************
 CM0185  DESIGNATION -  9 E 36
 CM0185  PID         -  CM0185
 CM0185  STATE/COUNTY-  GA/SCHLEY
 CM0185  USGS QUAD   -  ANDERSONVILLE (1972)
 CM0185
 CM0185                         *CURRENT SURVEY CONTROL
 CM0185  ___________________________________________________________________
 CM0185* NAD 83(1986)-  32 11 16.     (N)    084 14 26.     (W)     SCALED    
 CM0185* NAVD 88     -       159.942  (meters)     524.74   (feet)  ADJUSTED  
 CM0185  ___________________________________________________________________
 CM0185  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CM0185  DYNAMIC HT  -         159.757 (meters)     524.14  (feet)  COMP
 CM0185  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 CM0185
 CM0185  VERT ORDER  -  SECOND    CLASS 0
 CM0185
 CM0185.The horizontal coordinates were scaled from a topographic map and have
 CM0185.an estimated accuracy of +/- 6 seconds.
 CM0185
 CM0185.The orthometric height was determined by differential leveling
 CM0185.and adjusted by the National Geodetic Survey in June 1991..
 CM0185
 CM0185.The geoid height was determined by GEOID03.
 CM0185
 CM0185.The dynamic height is computed by dividing the NAVD 88
 CM0185.geopotential number by the normal gravity value computed on the
 CM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0185.degrees latitude (g = 980.6199 gals.).
 CM0185
 CM0185.The modeled gravity was interpolated from observed gravity values.
 CM0185
 CM0185;                    North         East    Units  Estimated Accuracy
 CM0185;SPC GA W     -   242,540.      693,030.      MT  (+/- 180 meters Scaled)
 CM0185
 CM0185                          SUPERSEDED SURVEY CONTROL
 CM0185
 CM0185  NGVD 29 (??/??/92)  160.045  (m)          525.08   (f) ADJ UNCH    2 0
 CM0185
 CM0185.Superseded values are not recommended for survey control.
 CM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0185.See file dsdata.txt to determine how the superseded data were derived.
 CM0185
 CM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA601645(NAD 83)
 CM0185_MARKER: DB = BENCH MARK DISK
 CM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0185_STAMPING: 9 E 36
 CM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0185+STABILITY: SURFACE MOTION
 CM0185
 CM0185  HISTORY     - Date     Condition        Report By
 CM0185  HISTORY     - UNK      MONUMENTED       CGS
 CM0185  HISTORY     - 1934     GOOD             NGS
 CM0185
 CM0185                          STATION DESCRIPTION
 CM0185
 CM0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0185'AT LA CROSS.
 CM0185'LOCATED 55 YARDS NORTH OF THE CENTRAL OF GEORGIA RWY. STATION,
 CM0185'10 FT. SOUTH OF CENTERLINE OF A COUNTY ROAD THAT CROSSES TRACK,
 CM0185'12 FT. EAST OF EAST RAIL OF MAINLINE TRACK, 3 FT. SOUTH OF CROSSING
 CM0185'SIGN.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0184 ***********************************************************************
 CM0184  DESIGNATION -  9 E 37
 CM0184  PID         -  CM0184
 CM0184  STATE/COUNTY-  GA/SCHLEY
 CM0184  USGS QUAD   -  ANDERSONVILLE (1972)
 CM0184
 CM0184                         *CURRENT SURVEY CONTROL
 CM0184  ___________________________________________________________________
 CM0184* NAD 83(1986)-  32 10 12.     (N)    084 13 19.     (W)     SCALED    
 CM0184* NAVD 88     -       152.155  (meters)     499.20   (feet)  ADJUSTED  
 CM0184  ___________________________________________________________________
 CM0184  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0184  DYNAMIC HT  -         151.978 (meters)     498.61  (feet)  COMP
 CM0184  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CM0184
 CM0184  VERT ORDER  -  SECOND    CLASS 0
 CM0184
 CM0184.The horizontal coordinates were scaled from a topographic map and have
 CM0184.an estimated accuracy of +/- 6 seconds.
 CM0184
 CM0184.The orthometric height was determined by differential leveling
 CM0184.and adjusted by the National Geodetic Survey in June 1991..
 CM0184
 CM0184.The geoid height was determined by GEOID03.
 CM0184
 CM0184.The dynamic height is computed by dividing the NAVD 88
 CM0184.geopotential number by the normal gravity value computed on the
 CM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0184.degrees latitude (g = 980.6199 gals.).
 CM0184
 CM0184.The modeled gravity was interpolated from observed gravity values.
 CM0184
 CM0184;                    North         East    Units  Estimated Accuracy
 CM0184;SPC GA W     -   240,570.      694,790.      MT  (+/- 180 meters Scaled)
 CM0184
 CM0184                          SUPERSEDED SURVEY CONTROL
 CM0184
 CM0184  NGVD 29 (??/??/92)  152.262  (m)          499.55   (f) ADJ UNCH    2 0
 CM0184
 CM0184.Superseded values are not recommended for survey control.
 CM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0184.See file dsdata.txt to determine how the superseded data were derived.
 CM0184
 CM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA619626(NAD 83)
 CM0184_MARKER: DB = BENCH MARK DISK
 CM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0184_STAMPING: 9 E 37
 CM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0184+STABILITY: SURFACE MOTION
 CM0184
 CM0184  HISTORY     - Date     Condition        Report By
 CM0184  HISTORY     - UNK      MONUMENTED       CGS
 CM0184  HISTORY     - 1934     GOOD             NGS
 CM0184
 CM0184                          STATION DESCRIPTION
 CM0184
 CM0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0184'1.8 MI S FROM LA CROSS.
 CM0184'LOCATED 1.8 MILES SOUTH OF THE CENTRAL OF GEORGIA RWY. STATION
 CM0184'AT LA CROSS, 667 YARDS NORTH OF CROSSING OF A COUNTY ROAD AND
 CM0184'RAILROAD, 11 RAILS NORTH OF MILE POST A-7, 15 FT. EAST OF EAST
 CM0184'RAIL OF TRACK, ON BANK OF A SMALL CUT.  BRONZE TABLET SET IN TOP OF
 CM0184'A CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0183 ***********************************************************************
 CM0183  DESIGNATION -  9 E 38
 CM0183  PID         -  CM0183
 CM0183  STATE/COUNTY-  GA/SCHLEY
 CM0183  USGS QUAD   -  ANDERSONVILLE (1972)
 CM0183
 CM0183                         *CURRENT SURVEY CONTROL
 CM0183  ___________________________________________________________________
 CM0183* NAD 83(1986)-  32 09 53.     (N)    084 13 14.     (W)     SCALED    
 CM0183* NAVD 88     -       152.819  (meters)     501.37   (feet)  ADJUSTED  
 CM0183  ___________________________________________________________________
 CM0183  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CM0183  DYNAMIC HT  -         152.641 (meters)     500.79  (feet)  COMP
 CM0183  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CM0183
 CM0183  VERT ORDER  -  SECOND    CLASS 0
 CM0183
 CM0183.The horizontal coordinates were scaled from a topographic map and have
 CM0183.an estimated accuracy of +/- 6 seconds.
 CM0183
 CM0183.The orthometric height was determined by differential leveling
 CM0183.and adjusted by the National Geodetic Survey in June 1991..
 CM0183
 CM0183.The geoid height was determined by GEOID03.
 CM0183
 CM0183.The dynamic height is computed by dividing the NAVD 88
 CM0183.geopotential number by the normal gravity value computed on the
 CM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0183.degrees latitude (g = 980.6199 gals.).
 CM0183
 CM0183.The modeled gravity was interpolated from observed gravity values.
 CM0183
 CM0183;                    North         East    Units  Estimated Accuracy
 CM0183;SPC GA W     -   239,980.      694,920.      MT  (+/- 180 meters Scaled)
 CM0183
 CM0183                          SUPERSEDED SURVEY CONTROL
 CM0183
 CM0183  NGVD 29 (??/??/92)  152.927  (m)          501.73   (f) ADJ UNCH    2 0
 CM0183
 CM0183.Superseded values are not recommended for survey control.
 CM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0183.See file dsdata.txt to determine how the superseded data were derived.
 CM0183
 CM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA621620(NAD 83)
 CM0183_MARKER: DB = BENCH MARK DISK
 CM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0183_STAMPING: NO 9 E 38
 CM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0183+STABILITY: SURFACE MOTION
 CM0183
 CM0183  HISTORY     - Date     Condition        Report By
 CM0183  HISTORY     - UNK      MONUMENTED       CGS
 CM0183  HISTORY     - 1934     GOOD             NGS
 CM0183
 CM0183                          STATION DESCRIPTION
 CM0183
 CM0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0183'2.1 MI S FROM LA CROSS.
 CM0183'LOCATED 2.1 MILES SOUTH OF THE RWY. STATION AT LA CROSS, 500 YARDS
 CM0183'SOUTH OF MILE POST A-7, 10 FT. NORTHEAST OF INTERSECTION OF
 CM0183'CENTERLINES OF A COUNTY ROAD AND TRACK, 5.4 FT. EAST OF EAST RAIL
 CM0183'OF TRACK.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 2 INCHES
 CM0183'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0181 ***********************************************************************
 CM0181  DESIGNATION -  9 E 39
 CM0181  PID         -  CM0181
 CM0181  STATE/COUNTY-  GA/SUMTER
 CM0181  USGS QUAD   -  ANDERSONVILLE (1972)
 CM0181
 CM0181                         *CURRENT SURVEY CONTROL
 CM0181  ___________________________________________________________________
 CM0181* NAD 83(1986)-  32 07 44.     (N)    084 12 43.     (W)     SCALED    
 CM0181* NAVD 88     -       137.919  (meters)     452.49   (feet)  ADJUSTED  
 CM0181  ___________________________________________________________________
 CM0181  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM0181  DYNAMIC HT  -         137.758 (meters)     451.96  (feet)  COMP
 CM0181  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CM0181
 CM0181  VERT ORDER  -  SECOND    CLASS 0
 CM0181
 CM0181.The horizontal coordinates were scaled from a topographic map and have
 CM0181.an estimated accuracy of +/- 6 seconds.
 CM0181
 CM0181.The orthometric height was determined by differential leveling
 CM0181.and adjusted by the National Geodetic Survey in June 1991..
 CM0181
 CM0181.The geoid height was determined by GEOID03.
 CM0181
 CM0181.The dynamic height is computed by dividing the NAVD 88
 CM0181.geopotential number by the normal gravity value computed on the
 CM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0181.degrees latitude (g = 980.6199 gals.).
 CM0181
 CM0181.The modeled gravity was interpolated from observed gravity values.
 CM0181
 CM0181;                    North         East    Units  Estimated Accuracy
 CM0181;SPC GA W     -   236,010.      695,730.      MT  (+/- 180 meters Scaled)
 CM0181
 CM0181                          SUPERSEDED SURVEY CONTROL
 CM0181
 CM0181  NGVD 29 (??/??/92)  138.034  (m)          452.87   (f) ADJ UNCH    2 0
 CM0181
 CM0181.Superseded values are not recommended for survey control.
 CM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0181.See file dsdata.txt to determine how the superseded data were derived.
 CM0181
 CM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA630581(NAD 83)
 CM0181_MARKER: DB = BENCH MARK DISK
 CM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0181_STAMPING: NO 9 E 39
 CM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0181+STABILITY: SURFACE MOTION
 CM0181
 CM0181  HISTORY     - Date     Condition        Report By
 CM0181  HISTORY     - UNK      MONUMENTED       CGS
 CM0181  HISTORY     - 1934     GOOD             NGS
 CM0181
 CM0181                          STATION DESCRIPTION
 CM0181
 CM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0181'4.3 MI N FROM AMERICUS.
 CM0181'IS LOCATED 4.3 MILES NORTH OF THE C. OF GA. RWY. STATION, 23
 CM0181'RAILS NORTH OF MILE POST A-4, 700 FT. EAST OF COUNTY ROAD FROM BUMP
 CM0181'HEAD TO AMERICUS, 7 FT. NORTH OF DIM ROAD CROSSING, 4.7 FT. EAST
 CM0181'OF EAST RAIL.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 2 INCHES
 CM0181'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0175 ***********************************************************************
 CM0175  DESIGNATION -  9 E 45
 CM0175  PID         -  CM0175
 CM0175  STATE/COUNTY-  GA/SUMTER
 CM0175  USGS QUAD   -  AMERICUS (1985)
 CM0175
 CM0175                         *CURRENT SURVEY CONTROL
 CM0175  ___________________________________________________________________
 CM0175* NAD 83(1986)-  32 03 18.     (N)    084 13 18.     (W)     SCALED    
 CM0175* NAVD 88     -       116.201  (meters)     381.24   (feet)  ADJUSTED  
 CM0175  ___________________________________________________________________
 CM0175  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CM0175  DYNAMIC HT  -         116.066 (meters)     380.79  (feet)  COMP
 CM0175  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CM0175
 CM0175  VERT ORDER  -  SECOND    CLASS 0
 CM0175
 CM0175.The horizontal coordinates were scaled from a topographic map and have
 CM0175.an estimated accuracy of +/- 6 seconds.
 CM0175
 CM0175.The orthometric height was determined by differential leveling
 CM0175.and adjusted by the National Geodetic Survey in June 1991..
 CM0175
 CM0175.The geoid height was determined by GEOID03.
 CM0175
 CM0175.The dynamic height is computed by dividing the NAVD 88
 CM0175.geopotential number by the normal gravity value computed on the
 CM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0175.degrees latitude (g = 980.6199 gals.).
 CM0175
 CM0175.The modeled gravity was interpolated from observed gravity values.
 CM0175
 CM0175;                    North         East    Units  Estimated Accuracy
 CM0175;SPC GA W     -   227,820.      694,810.      MT  (+/- 180 meters Scaled)
 CM0175
 CM0175                          SUPERSEDED SURVEY CONTROL
 CM0175
 CM0175  NGVD 29 (??/??/92)  116.32   (m)          381.6    (f) COMPUTED    2 0
 CM0175
 CM0175.Superseded values are not recommended for survey control.
 CM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0175.See file dsdata.txt to determine how the superseded data were derived.
 CM0175
 CM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA623499(NAD 83)
 CM0175_MARKER: DB = BENCH MARK DISK
 CM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0175_STAMPING: NO 9 E 45
 CM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0175+STABILITY: SURFACE MOTION
 CM0175
 CM0175  HISTORY     - Date     Condition        Report By
 CM0175  HISTORY     - UNK      MONUMENTED       CGS
 CM0175  HISTORY     - 1934     GOOD             NGS
 CM0175
 CM0175                          STATION DESCRIPTION
 CM0175
 CM0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0175'AT AMERICUS.
 CM0175'AT AMERICUS, ABOUT 1.2 MILES SOUTH ALONG THE SEABOARD AIR LINE
 CM0175'RAILWAY FROM THE STATION, IN FRONT OF THE JUNIOR COLLEGE, ABOUT
 CM0175'730 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, ABOUT 45 YARDS
 CM0175'SOUTH OF THE SWITCH AT THE SOUTH END OF A SIDETRACK, AND 6.8 FEET
 CM0175'WEST OF THE WEST RAIL.  A STATE SURVEY STANDARD DISK, SET IN THE
 CM0175'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0173 ***********************************************************************
 CM0173  DESIGNATION -  9 E 46
 CM0173  PID         -  CM0173
 CM0173  STATE/COUNTY-  GA/SUMTER
 CM0173  USGS QUAD   -  AMERICUS (1985)
 CM0173
 CM0173                         *CURRENT SURVEY CONTROL
 CM0173  ___________________________________________________________________
 CM0173* NAD 83(1986)-  32 02 14.     (N)    084 11 36.     (W)     SCALED    
 CM0173* NAVD 88     -       121.343  (meters)     398.11   (feet)  ADJUSTED  
 CM0173  ___________________________________________________________________
 CM0173  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CM0173  DYNAMIC HT  -         121.202 (meters)     397.64  (feet)  COMP
 CM0173  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CM0173
 CM0173  VERT ORDER  -  SECOND    CLASS 0
 CM0173
 CM0173.The horizontal coordinates were scaled from a topographic map and have
 CM0173.an estimated accuracy of +/- 6 seconds.
 CM0173
 CM0173.The orthometric height was determined by differential leveling
 CM0173.and adjusted by the National Geodetic Survey in June 1991..
 CM0173
 CM0173.The geoid height was determined by GEOID03.
 CM0173
 CM0173.The dynamic height is computed by dividing the NAVD 88
 CM0173.geopotential number by the normal gravity value computed on the
 CM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0173.degrees latitude (g = 980.6199 gals.).
 CM0173
 CM0173.The modeled gravity was interpolated from observed gravity values.
 CM0173
 CM0173;                    North         East    Units  Estimated Accuracy
 CM0173;SPC GA W     -   225,840.      697,480.      MT  (+/- 180 meters Scaled)
 CM0173
 CM0173                          SUPERSEDED SURVEY CONTROL
 CM0173
 CM0173  NGVD 29 (??/??/92)  121.47   (m)          398.5    (f) COMPUTED    2 0
 CM0173
 CM0173.Superseded values are not recommended for survey control.
 CM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0173.See file dsdata.txt to determine how the superseded data were derived.
 CM0173
 CM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA650480(NAD 83)
 CM0173_MARKER: DB = BENCH MARK DISK
 CM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0173_STAMPING: 9 E 46
 CM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0173+STABILITY: SURFACE MOTION
 CM0173
 CM0173  HISTORY     - Date     Condition        Report By
 CM0173  HISTORY     - UNK      MONUMENTED       CGS
 CM0173  HISTORY     - 1937     GOOD             GAGS
 CM0173
 CM0173                          STATION DESCRIPTION
 CM0173
 CM0173'DESCRIBED BY GEORGIA GEODETIC SURVEY 1937
 CM0173'3.9 MI SE FROM AMERICUS.
 CM0173'LOCATED 3.7 MILES SOUTHEAST ALONG SAL RY FROM THE DEPOT AT AMERICUS,
 CM0173'475 FT. NORTH OF MILE POST 692, 12 FT. NORTHWEST OF THE CENTERLINE OF
 CM0173'A ROAD THAT CROSSES TRACK, 5 FT. NORTHEAST OF NORTHEAST RAIL OF TRACK,
 CM0173'35 FT. N.W. OF INT. OF RR. AND HIGHWAY. 21 FT. S.E. OF RR. CROSSING
 CM0173'SIGN.  BRONZE TABLET SET IN TOP OF A CONCRETE POST 1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0172 ***********************************************************************
 CM0172  DESIGNATION -  9 E 47
 CM0172  PID         -  CM0172
 CM0172  STATE/COUNTY-  GA/SUMTER
 CM0172  USGS QUAD   -  AMERICUS (1985)
 CM0172
 CM0172                         *CURRENT SURVEY CONTROL
 CM0172  ___________________________________________________________________
 CM0172* NAD 83(1986)-  32 01 32.     (N)    084 10 43.     (W)     SCALED    
 CM0172* NAVD 88     -       112.851  (meters)     370.25   (feet)  ADJUSTED  
 CM0172  ___________________________________________________________________
 CM0172  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM0172  DYNAMIC HT  -         112.720 (meters)     369.82  (feet)  COMP
 CM0172  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CM0172
 CM0172  VERT ORDER  -  SECOND    CLASS 0
 CM0172
 CM0172.The horizontal coordinates were scaled from a topographic map and have
 CM0172.an estimated accuracy of +/- 6 seconds.
 CM0172
 CM0172.The orthometric height was determined by differential leveling
 CM0172.and adjusted by the National Geodetic Survey in June 1991..
 CM0172
 CM0172.The geoid height was determined by GEOID03.
 CM0172
 CM0172.The dynamic height is computed by dividing the NAVD 88
 CM0172.geopotential number by the normal gravity value computed on the
 CM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0172.degrees latitude (g = 980.6199 gals.).
 CM0172
 CM0172.The modeled gravity was interpolated from observed gravity values.
 CM0172
 CM0172;                    North         East    Units  Estimated Accuracy
 CM0172;SPC GA W     -   224,550.      698,870.      MT  (+/- 180 meters Scaled)
 CM0172
 CM0172                          SUPERSEDED SURVEY CONTROL
 CM0172
 CM0172  NGVD 29 (??/??/92)  112.97   (m)          370.6    (f) COMPUTED    2 0
 CM0172
 CM0172.Superseded values are not recommended for survey control.
 CM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0172.See file dsdata.txt to determine how the superseded data were derived.
 CM0172
 CM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA664467(NAD 83)
 CM0172_MARKER: DB = BENCH MARK DISK
 CM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0172_STAMPING: 9 E 47
 CM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0172+STABILITY: SURFACE MOTION
 CM0172
 CM0172  HISTORY     - Date     Condition        Report By
 CM0172  HISTORY     - UNK      MONUMENTED       CGS
 CM0172  HISTORY     - 1937     GOOD             GAGS
 CM0172  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 CM0172
 CM0172                          STATION DESCRIPTION
 CM0172
 CM0172'DESCRIBED BY GEORGIA GEODETIC SURVEY 1937
 CM0172'4.8 MI SE FROM AMERICUS.
 CM0172'LOCATED 4.3 MILES SOUTHEAST OF THE DEPOT AT AMERICUS-- AT GATEWOOD
 CM0172'CROSSING, 527 FEET SOUTHEAST OF MILE POST 691, 1300 FEET NORTHWEST
 CM0172'OF CROSSING AT GATEWOOD, 14 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 CM0172'TRACK.  ON EXT. OF TANGENT OF EAST RAIL GOING SOUTH.  BRONZE TABLET
 CM0172'SET IN TOP OF A CONCRETE POST 3 INCHES HIGH.
 CM0172
 CM0172                          STATION RECOVERY (1973)
 CM0172
 CM0172'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 CM0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0171 ***********************************************************************
 CM0171  DESIGNATION -  9 E 48
 CM0171  PID         -  CM0171
 CM0171  STATE/COUNTY-  GA/SUMTER
 CM0171  USGS QUAD   -  AMERICUS (1985)
 CM0171
 CM0171                         *CURRENT SURVEY CONTROL
 CM0171  ___________________________________________________________________
 CM0171* NAD 83(1986)-  32 00 48.     (N)    084 09 14.     (W)     SCALED    
 CM0171* NAVD 88     -       110.783  (meters)     363.46   (feet)  ADJUSTED  
 CM0171  ___________________________________________________________________
 CM0171  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CM0171  DYNAMIC HT  -         110.654 (meters)     363.04  (feet)  COMP
 CM0171  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 CM0171
 CM0171  VERT ORDER  -  SECOND    CLASS 0
 CM0171
 CM0171.The horizontal coordinates were scaled from a topographic map and have
 CM0171.an estimated accuracy of +/- 6 seconds.
 CM0171
 CM0171.The orthometric height was determined by differential leveling
 CM0171.and adjusted by the National Geodetic Survey in June 1991..
 CM0171
 CM0171.The geoid height was determined by GEOID03.
 CM0171
 CM0171.The dynamic height is computed by dividing the NAVD 88
 CM0171.geopotential number by the normal gravity value computed on the
 CM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0171.degrees latitude (g = 980.6199 gals.).
 CM0171
 CM0171.The modeled gravity was interpolated from observed gravity values.
 CM0171
 CM0171;                    North         East    Units  Estimated Accuracy
 CM0171;SPC GA W     -   223,200.      701,210.      MT  (+/- 180 meters Scaled)
 CM0171
 CM0171                          SUPERSEDED SURVEY CONTROL
 CM0171
 CM0171  NGVD 29 (??/??/92)  110.90   (m)          363.8    (f) COMPUTED    2 0
 CM0171
 CM0171.Superseded values are not recommended for survey control.
 CM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0171.See file dsdata.txt to determine how the superseded data were derived.
 CM0171
 CM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA688454(NAD 83)
 CM0171_MARKER: DB = BENCH MARK DISK
 CM0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0171_STAMPING: 9 E 48
 CM0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0171+STABILITY: SURFACE MOTION
 CM0171
 CM0171  HISTORY     - Date     Condition        Report By
 CM0171  HISTORY     - UNK      MONUMENTED       CGS
 CM0171  HISTORY     - 1934     GOOD             NGS
 CM0171
 CM0171                          STATION DESCRIPTION
 CM0171
 CM0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0171'5.6 MI NW FROM LESLIE.
 CM0171'5.6 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 CM0171'STATION AT LESLIE, SUMTER COUNTY, ABOUT 0.9 MILE NORTHWEST OF
 CM0171'THE ROAD CROSSING AT HUNTINGTON, ABOUT 344 FEET SOUTHEAST OF THE
 CM0171'HUNTINGTON SIGN, AT THE DIVERGENCE OF A ROAD FROM THE TRACK, IN LINE
 CM0171'WITH THE DIVERGING TANGENT OF THE ROAD, AND 6 FEET NORTHEAST OF THE
 CM0171'NORTHEAST RAIL.  A STATE SURVEY STANDARD DISK.  SET IN THE TOP OF
 CM0171'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0239 ***********************************************************************
 BT0239  DESIGNATION -  9 E 49
 BT0239  PID         -  BT0239
 BT0239  STATE/COUNTY-  GA/SUMTER
 BT0239  USGS QUAD   -  SMITHVILLE EAST (1987)
 BT0239
 BT0239                         *CURRENT SURVEY CONTROL
 BT0239  ___________________________________________________________________
 BT0239* NAD 83(1986)-  31 59 47.     (N)    084 08 04.     (W)     SCALED    
 BT0239* NAVD 88     -       109.659  (meters)     359.77   (feet)  ADJUSTED  
 BT0239  ___________________________________________________________________
 BT0239  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT0239  DYNAMIC HT  -         109.532 (meters)     359.36  (feet)  COMP
 BT0239  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 BT0239
 BT0239  VERT ORDER  -  SECOND    CLASS 0
 BT0239
 BT0239.The horizontal coordinates were scaled from a topographic map and have
 BT0239.an estimated accuracy of +/- 6 seconds.
 BT0239
 BT0239.The orthometric height was determined by differential leveling
 BT0239.and adjusted by the National Geodetic Survey in June 1991..
 BT0239
 BT0239.The geoid height was determined by GEOID03.
 BT0239
 BT0239.The dynamic height is computed by dividing the NAVD 88
 BT0239.geopotential number by the normal gravity value computed on the
 BT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0239.degrees latitude (g = 980.6199 gals.).
 BT0239
 BT0239.The modeled gravity was interpolated from observed gravity values.
 BT0239
 BT0239;                    North         East    Units  Estimated Accuracy
 BT0239;SPC GA W     -   221,320.      703,050.      MT  (+/- 180 meters Scaled)
 BT0239
 BT0239                          SUPERSEDED SURVEY CONTROL
 BT0239
 BT0239  NGVD 29 (??/??/92)  109.796  (m)          360.22   (f) ADJ UNCH    2 0
 BT0239
 BT0239.Superseded values are not recommended for survey control.
 BT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0239.See file dsdata.txt to determine how the superseded data were derived.
 BT0239
 BT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA707436(NAD 83)
 BT0239_MARKER: DB = BENCH MARK DISK
 BT0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0239_STAMPING: 9 E 49
 BT0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0239+STABILITY: SURFACE MOTION
 BT0239
 BT0239  HISTORY     - Date     Condition        Report By
 BT0239  HISTORY     - 1934     MONUMENTED       CGS
 BT0239  HISTORY     - 1934     GOOD             NGS
 BT0239
 BT0239                          STATION DESCRIPTION
 BT0239
 BT0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0239'3.3 MI NW FROM LESLIE.
 BT0239'9 E 49 IS LOCATED 3.3 MILES NORTHWEST OF THE RWY. STATION AT
 BT0239'LESLIE, AT HUNTINGTON, 80 YARDS SOUTHEAST OF SWITCH AT SOUTHEAST
 BT0239'END OF SIDE TRACK, 3.6 FT. NORTH OF NORTH RAIL OF TRACK.  BRONZE
 BT0239'TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0237 ***********************************************************************
 BT0237  DESIGNATION -  9 E 51
 BT0237  PID         -  BT0237
 BT0237  STATE/COUNTY-  GA/SUMTER
 BT0237  USGS QUAD   -  LESLIE (1973)
 BT0237
 BT0237                         *CURRENT SURVEY CONTROL
 BT0237  ___________________________________________________________________
 BT0237* NAD 83(1986)-  31 57 19.     (N)    084 05 11.     (W)     SCALED    
 BT0237* NAVD 88     -       104.547  (meters)     343.00   (feet)  ADJUSTED  
 BT0237  ___________________________________________________________________
 BT0237  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BT0237  DYNAMIC HT  -         104.426 (meters)     342.60  (feet)  COMP
 BT0237  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 BT0237
 BT0237  VERT ORDER  -  SECOND    CLASS 0
 BT0237
 BT0237.The horizontal coordinates were scaled from a topographic map and have
 BT0237.an estimated accuracy of +/- 6 seconds.
 BT0237
 BT0237.The orthometric height was determined by differential leveling
 BT0237.and adjusted by the National Geodetic Survey in June 1991..
 BT0237
 BT0237.The geoid height was determined by GEOID03.
 BT0237
 BT0237.The dynamic height is computed by dividing the NAVD 88
 BT0237.geopotential number by the normal gravity value computed on the
 BT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0237.degrees latitude (g = 980.6199 gals.).
 BT0237
 BT0237.The modeled gravity was interpolated from observed gravity values.
 BT0237
 BT0237;                    North         East    Units  Estimated Accuracy
 BT0237;SPC GA W     -   216,760.      707,590.      MT  (+/- 180 meters Scaled)
 BT0237
 BT0237                          SUPERSEDED SURVEY CONTROL
 BT0237
 BT0237  NGVD 29 (??/??/92)  104.690  (m)          343.47   (f) ADJ UNCH    2 0
 BT0237
 BT0237.Superseded values are not recommended for survey control.
 BT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0237.See file dsdata.txt to determine how the superseded data were derived.
 BT0237
 BT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA753391(NAD 83)
 BT0237_MARKER: DB = BENCH MARK DISK
 BT0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0237_STAMPING: NO 9 E 51
 BT0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0237+STABILITY: SURFACE MOTION
 BT0237
 BT0237  HISTORY     - Date     Condition        Report By
 BT0237  HISTORY     - UNK      MONUMENTED       CGS
 BT0237  HISTORY     - 1934     GOOD             NGS
 BT0237
 BT0237                          STATION DESCRIPTION
 BT0237
 BT0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0237'AT LESLIE.
 BT0237'NO 9 E 51 IS LOCATED 38 YARDS WEST OF THE SOUTHWEST CORNER OF
 BT0237'THE RAILROAD STATION, 49 FT. NORTHEAST OF THE NORTHEAST CORNER OF
 BT0237'LESLIE HDWE. CO., 39 FT. SOUTH OF SOUTH RAIL OF MAINLINE TRACK.
 BT0237'BRONZE TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0236 ***********************************************************************
 BT0236  DESIGNATION -  9 E 52
 BT0236  PID         -  BT0236
 BT0236  STATE/COUNTY-  GA/SUMTER
 BT0236  USGS QUAD   -  LESLIE (1973)
 BT0236
 BT0236                         *CURRENT SURVEY CONTROL
 BT0236  ___________________________________________________________________
 BT0236* NAD 83(1986)-  31 57 18.     (N)    084 03 43.     (W)     SCALED    
 BT0236* NAVD 88     -        94.151  (meters)     308.89   (feet)  ADJUSTED  
 BT0236  ___________________________________________________________________
 BT0236  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT0236  DYNAMIC HT  -          94.041 (meters)     308.53  (feet)  COMP
 BT0236  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 BT0236
 BT0236  VERT ORDER  -  SECOND    CLASS 0
 BT0236
 BT0236.The horizontal coordinates were scaled from a topographic map and have
 BT0236.an estimated accuracy of +/- 6 seconds.
 BT0236
 BT0236.The orthometric height was determined by differential leveling
 BT0236.and adjusted by the National Geodetic Survey in June 1991..
 BT0236
 BT0236.The geoid height was determined by GEOID03.
 BT0236
 BT0236.The dynamic height is computed by dividing the NAVD 88
 BT0236.geopotential number by the normal gravity value computed on the
 BT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0236.degrees latitude (g = 980.6199 gals.).
 BT0236
 BT0236.The modeled gravity was interpolated from observed gravity values.
 BT0236
 BT0236;                    North         East    Units  Estimated Accuracy
 BT0236;SPC GA W     -   216,730.      709,900.      MT  (+/- 180 meters Scaled)
 BT0236
 BT0236                          SUPERSEDED SURVEY CONTROL
 BT0236
 BT0236  NGVD 29 (??/??/92)   94.298  (m)          309.38   (f) ADJ UNCH    2 0
 BT0236
 BT0236.Superseded values are not recommended for survey control.
 BT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0236.See file dsdata.txt to determine how the superseded data were derived.
 BT0236
 BT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA777392(NAD 83)
 BT0236_MARKER: DB = BENCH MARK DISK
 BT0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0236_STAMPING: 9 E 52
 BT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0236+STABILITY: SURFACE MOTION
 BT0236
 BT0236  HISTORY     - Date     Condition        Report By
 BT0236  HISTORY     - UNK      MONUMENTED       CGS
 BT0236  HISTORY     - 1934     GOOD             NGS
 BT0236
 BT0236                          STATION DESCRIPTION
 BT0236
 BT0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0236'AT DE SOTO.
 BT0236'NO. 9 E 52 IS LOCATED 21 YARDS EAST OF SWITCH ON EAST END OF SIDE
 BT0236'TRACK, 17 FT. WEST OF CENTERLINE OF SECOND GRADE CROSSING EAST OF
 BT0236'DEPOT AT DE SOTO, 5 FT. NORTH OF NORTH RAIL OF TRACK.  BRONZE
 BT0236'TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0997 ***********************************************************************
 BS0997  DESIGNATION -  9 E 54
 BS0997  PID         -  BS0997
 BS0997  STATE/COUNTY-  GA/SUMTER
 BS0997  USGS QUAD   -  COBB (1983)
 BS0997
 BS0997                         *CURRENT SURVEY CONTROL
 BS0997  ___________________________________________________________________
 BS0997* NAD 83(1986)-  31 57 32.     (N)    083 59 18.     (W)     SCALED    
 BS0997* NAVD 88     -        90.294  (meters)     296.24   (feet)  ADJUSTED  
 BS0997  ___________________________________________________________________
 BS0997  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BS0997  DYNAMIC HT  -          90.189 (meters)     295.90  (feet)  COMP
 BS0997  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 BS0997
 BS0997  VERT ORDER  -  SECOND    CLASS 0
 BS0997
 BS0997.The horizontal coordinates were scaled from a topographic map and have
 BS0997.an estimated accuracy of +/- 6 seconds.
 BS0997
 BS0997.The orthometric height was determined by differential leveling
 BS0997.and adjusted by the National Geodetic Survey in June 1991..
 BS0997
 BS0997.The geoid height was determined by GEOID03.
 BS0997
 BS0997.The dynamic height is computed by dividing the NAVD 88
 BS0997.geopotential number by the normal gravity value computed on the
 BS0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0997.degrees latitude (g = 980.6199 gals.).
 BS0997
 BS0997.The modeled gravity was interpolated from observed gravity values.
 BS0997
 BS0997;                    North         East    Units  Estimated Accuracy
 BS0997;SPC GA W     -   217,170.      716,860.      MT  (+/- 180 meters Scaled)
 BS0997
 BS0997                          SUPERSEDED SURVEY CONTROL
 BS0997
 BS0997  NGVD 29 (??/??/92)   90.448  (m)          296.74   (f) ADJ UNCH    2 0
 BS0997
 BS0997.Superseded values are not recommended for survey control.
 BS0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0997.See file dsdata.txt to determine how the superseded data were derived.
 BS0997
 BS0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR175397(NAD 83)
 BS0997_MARKER: DD = SURVEY DISK
 BS0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0997_STAMPING: 9 E 54
 BS0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0997+STABILITY: SURFACE MOTION
 BS0997
 BS0997  HISTORY     - Date     Condition        Report By
 BS0997  HISTORY     - UNK      MONUMENTED       GAGS
 BS0997  HISTORY     - 1934     GOOD             NGS
 BS0997
 BS0997                          STATION DESCRIPTION
 BS0997
 BS0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0997'AT COBB.
 BS0997'AT COBB, SUMTER COUNTY, ABOUT 28 YARDS WEST OF THE WEST SIDE OF
 BS0997'THE SEABOARD AIR LINE RAILWAY STATION, 30 FEET WEST OF THE CENTER
 BS0997'OF A ROAD CROSSING, 6.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 BS0997'TRACK, AND 4 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK.  A STATE
 BS0997'SURVEY STANDARD DISK, STAMPED 9 E 54 AND SET IN THE TOP OF A
 BS0997'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0995 ***********************************************************************
 BS0995  DESIGNATION -  9 E 57
 BS0995  PID         -  BS0995
 BS0995  STATE/COUNTY-  GA/CRISP
 BS0995  USGS QUAD   -  COBB (1983)
 BS0995
 BS0995                         *CURRENT SURVEY CONTROL
 BS0995  ___________________________________________________________________
 BS0995* NAD 83(1986)-  31 57 49.     (N)    083 55 16.     (W)     SCALED    
 BS0995* NAVD 88     -        74.602  (meters)     244.76   (feet)  ADJUSTED  
 BS0995  ___________________________________________________________________
 BS0995  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BS0995  DYNAMIC HT  -          74.515 (meters)     244.47  (feet)  COMP
 BS0995  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 BS0995
 BS0995  VERT ORDER  -  SECOND    CLASS 0
 BS0995
 BS0995.The horizontal coordinates were scaled from a topographic map and have
 BS0995.an estimated accuracy of +/- 6 seconds.
 BS0995
 BS0995.The orthometric height was determined by differential leveling
 BS0995.and adjusted by the National Geodetic Survey in June 1991..
 BS0995
 BS0995.The geoid height was determined by GEOID03.
 BS0995
 BS0995.The dynamic height is computed by dividing the NAVD 88
 BS0995.geopotential number by the normal gravity value computed on the
 BS0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0995.degrees latitude (g = 980.6199 gals.).
 BS0995
 BS0995.The modeled gravity was interpolated from observed gravity values.
 BS0995
 BS0995;                    North         East    Units  Estimated Accuracy
 BS0995;SPC GA W     -   217,710.      723,210.      MT  (+/- 180 meters Scaled)
 BS0995
 BS0995                          SUPERSEDED SURVEY CONTROL
 BS0995
 BS0995  NGVD 29 (??/??/92)   74.762  (m)          245.28   (f) ADJ UNCH    2 0
 BS0995
 BS0995.Superseded values are not recommended for survey control.
 BS0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0995.See file dsdata.txt to determine how the superseded data were derived.
 BS0995
 BS0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR239401(NAD 83)
 BS0995_MARKER: DD = SURVEY DISK
 BS0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0995_STAMPING: 9 E 57
 BS0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0995+STABILITY: SURFACE MOTION
 BS0995
 BS0995  HISTORY     - Date     Condition        Report By
 BS0995  HISTORY     - UNK      MONUMENTED       GAGS
 BS0995  HISTORY     - 1934     GOOD             NGS
 BS0995
 BS0995                          STATION DESCRIPTION
 BS0995
 BS0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0995'2.3 MI W FROM CONEY.
 BS0995'ABOUT 2.3 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0995'STATION AT CONEY, CRISP COUNTY, ABOUT 3/4 MILE EAST OF THE
 BS0995'TRESTLE OVER FLINT RIVER, ABOUT 0.3 MILE EAST OF MILEPOST 674,
 BS0995'ABOUT 192 YARDS WEST OF A WHISTLE POST, AND 4.4 FEET NORTH OF THE
 BS0995'NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 57 AND SET
 BS0995'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 BS0995'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0994 ***********************************************************************
 BS0994  DESIGNATION -  9 E 58
 BS0994  PID         -  BS0994
 BS0994  STATE/COUNTY-  GA/CRISP
 BS0994  USGS QUAD   -  COBB (1983)
 BS0994
 BS0994                         *CURRENT SURVEY CONTROL
 BS0994  ___________________________________________________________________
 BS0994* NAD 83(1986)-  31 57 22.     (N)    083 53 12.     (W)     SCALED    
 BS0994* NAVD 88     -        78.875  (meters)     258.78   (feet)  ADJUSTED  
 BS0994  ___________________________________________________________________
 BS0994  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BS0994  DYNAMIC HT  -          78.782 (meters)     258.47  (feet)  COMP
 BS0994  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 BS0994
 BS0994  VERT ORDER  -  SECOND    CLASS 0
 BS0994
 BS0994.The horizontal coordinates were scaled from a topographic map and have
 BS0994.an estimated accuracy of +/- 6 seconds.
 BS0994
 BS0994.The orthometric height was determined by differential leveling
 BS0994.and adjusted by the National Geodetic Survey in June 1991..
 BS0994
 BS0994.The geoid height was determined by GEOID03.
 BS0994
 BS0994.The dynamic height is computed by dividing the NAVD 88
 BS0994.geopotential number by the normal gravity value computed on the
 BS0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0994.degrees latitude (g = 980.6199 gals.).
 BS0994
 BS0994.The modeled gravity was interpolated from observed gravity values.
 BS0994
 BS0994;                    North         East    Units  Estimated Accuracy
 BS0994;SPC GA W     -   216,890.      726,470.      MT  (+/- 180 meters Scaled)
 BS0994
 BS0994                          SUPERSEDED SURVEY CONTROL
 BS0994
 BS0994  NGVD 29 (??/??/92)   79.036  (m)          259.30   (f) ADJ UNCH    2 0
 BS0994
 BS0994.Superseded values are not recommended for survey control.
 BS0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0994.See file dsdata.txt to determine how the superseded data were derived.
 BS0994
 BS0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR271392(NAD 83)
 BS0994_MARKER: DD = SURVEY DISK
 BS0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0994_STAMPING: 9 E 58
 BS0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0994+STABILITY: SURFACE MOTION
 BS0994
 BS0994  HISTORY     - Date     Condition        Report By
 BS0994  HISTORY     - UNK      MONUMENTED       GAGS
 BS0994  HISTORY     - 1934     GOOD             NGS
 BS0994
 BS0994                          STATION DESCRIPTION
 BS0994
 BS0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0994'AT CONEY.
 BS0994'AT CONEY, CRISP COUNTY, ABOUT 200 YARDS WEST OF THE SEABOARD
 BS0994'AIR LINE RAILWAY STATION, 78 FEET SOUTH OF THE SOUTHEAST CORNER
 BS0994'OF SECTION HOUSE 5, AND 5.1 FEET SOUTH OF THE SOUTH RAIL.  A
 BS0994'STATE SURVEY STANDARD DISK, STAMPED 9 E 58 AND SET IN THE TOP OF
 BS0994'A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0993 ***********************************************************************
 BS0993  DESIGNATION -  9 E 59 GAGS
 BS0993  PID         -  BS0993
 BS0993  STATE/COUNTY-  GA/CRISP
 BS0993  USGS QUAD   -  CORDELE (1987)
 BS0993
 BS0993                         *CURRENT SURVEY CONTROL
 BS0993  ___________________________________________________________________
 BS0993* NAD 83(1986)-  31 57 30.     (N)    083 52 22.     (W)     SCALED    
 BS0993* NAVD 88     -        88.527  (meters)     290.44   (feet)  ADJUSTED  
 BS0993  ___________________________________________________________________
 BS0993  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BS0993  DYNAMIC HT  -          88.423 (meters)     290.10  (feet)  COMP
 BS0993  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 BS0993
 BS0993  VERT ORDER  -  SECOND    CLASS 0
 BS0993
 BS0993.The horizontal coordinates were scaled from a topographic map and have
 BS0993.an estimated accuracy of +/- 6 seconds.
 BS0993
 BS0993.The orthometric height was determined by differential leveling
 BS0993.and adjusted by the National Geodetic Survey in June 1991..
 BS0993
 BS0993.The geoid height was determined by GEOID03.
 BS0993
 BS0993.The dynamic height is computed by dividing the NAVD 88
 BS0993.geopotential number by the normal gravity value computed on the
 BS0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0993.degrees latitude (g = 980.6199 gals.).
 BS0993
 BS0993.The modeled gravity was interpolated from observed gravity values.
 BS0993
 BS0993;                    North         East    Units  Estimated Accuracy
 BS0993;SPC GA W     -   217,140.      727,780.      MT  (+/- 180 meters Scaled)
 BS0993
 BS0993                          SUPERSEDED SURVEY CONTROL
 BS0993
 BS0993  NGVD 29 (??/??/92)   88.688  (m)          290.97   (f) ADJ UNCH    2 0
 BS0993
 BS0993.Superseded values are not recommended for survey control.
 BS0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0993.See file dsdata.txt to determine how the superseded data were derived.
 BS0993
 BS0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR284394(NAD 83)
 BS0993_MARKER: DD = SURVEY DISK
 BS0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0993_STAMPING: 9 E 59
 BS0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0993+STABILITY: SURFACE MOTION
 BS0993
 BS0993  HISTORY     - Date     Condition        Report By
 BS0993  HISTORY     - UNK      MONUMENTED       GAGS
 BS0993  HISTORY     - 1934     GOOD             NGS
 BS0993
 BS0993                          STATION DESCRIPTION
 BS0993
 BS0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0993'0.7 MI E FROM CONEY.
 BS0993'ABOUT 0.7 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0993'STATION AT CONEY, CRISP COUNTY, ABOUT 48 YARDS EAST OF A WHISTLE
 BS0993'POST, AND 3.4 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY
 BS0993'STANDARD DISK, STAMPED 9 E 59 AND SET IN THE TOP OF A CONCRETE
 BS0993'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0992 ***********************************************************************
 BS0992  DESIGNATION -  9 E 60 GAGS
 BS0992  PID         -  BS0992
 BS0992  STATE/COUNTY-  GA/CRISP
 BS0992  USGS QUAD   -  CORDELE (1987)
 BS0992
 BS0992                         *CURRENT SURVEY CONTROL
 BS0992  ___________________________________________________________________
 BS0992* NAD 83(1986)-  31 57 48.     (N)    083 49 54.     (W)     SCALED    
 BS0992* NAVD 88     -        90.810  (meters)     297.93   (feet)  ADJUSTED  
 BS0992  ___________________________________________________________________
 BS0992  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BS0992  DYNAMIC HT  -          90.703 (meters)     297.58  (feet)  COMP
 BS0992  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 BS0992
 BS0992  VERT ORDER  -  SECOND    CLASS 0
 BS0992
 BS0992.The horizontal coordinates were scaled from a topographic map and have
 BS0992.an estimated accuracy of +/- 6 seconds.
 BS0992
 BS0992.The orthometric height was determined by differential leveling
 BS0992.and adjusted by the National Geodetic Survey in June 1991..
 BS0992
 BS0992.The geoid height was determined by GEOID03.
 BS0992
 BS0992.The dynamic height is computed by dividing the NAVD 88
 BS0992.geopotential number by the normal gravity value computed on the
 BS0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0992.degrees latitude (g = 980.6199 gals.).
 BS0992
 BS0992.The modeled gravity was interpolated from observed gravity values.
 BS0992
 BS0992;                    North         East    Units  Estimated Accuracy
 BS0992;SPC GA W     -   217,700.      731,670.      MT  (+/- 180 meters Scaled)
 BS0992
 BS0992                          SUPERSEDED SURVEY CONTROL
 BS0992
 BS0992  NGVD 29 (??/??/92)   90.974  (m)          298.47   (f) ADJ UNCH    2 0
 BS0992
 BS0992.Superseded values are not recommended for survey control.
 BS0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0992.See file dsdata.txt to determine how the superseded data were derived.
 BS0992
 BS0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR323398(NAD 83)
 BS0992_MARKER: DD = SURVEY DISK
 BS0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0992_STAMPING: 9 E 60
 BS0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0992+STABILITY: SURFACE MOTION
 BS0992
 BS0992  HISTORY     - Date     Condition        Report By
 BS0992  HISTORY     - UNK      MONUMENTED       GAGS
 BS0992  HISTORY     - 1934     GOOD             NGS
 BS0992
 BS0992                          STATION DESCRIPTION
 BS0992
 BS0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0992'2.9 MI W FROM CORDELE.
 BS0992'ABOUT 2.9 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0992'UNION STATION AT CORDELE, CRISP COUNTY, ABOUT 824 FEET WEST OF
 BS0992'MILEPOST 668, AND 3.4 FEET NORTH OF THE NORTH RAIL.  A STATE
 BS0992'SURVEY STANDARD DISK, STAMPED 9 E 60 AND SET IN THE TOP OF A
 BS0992'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0991 ***********************************************************************
 BS0991  DESIGNATION -  9 E 61 GAGS
 BS0991  PID         -  BS0991
 BS0991  STATE/COUNTY-  GA/CRISP
 BS0991  USGS QUAD   -  CORDELE (1987)
 BS0991
 BS0991                         *CURRENT SURVEY CONTROL
 BS0991  ___________________________________________________________________
 BS0991* NAD 83(1986)-  31 57 34.     (N)    083 49 07.     (W)     SCALED    
 BS0991* NAVD 88     -        94.047  (meters)     308.55   (feet)  ADJUSTED  
 BS0991  ___________________________________________________________________
 BS0991  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BS0991  DYNAMIC HT  -          93.936 (meters)     308.19  (feet)  COMP
 BS0991  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 BS0991
 BS0991  VERT ORDER  -  SECOND    CLASS 0
 BS0991
 BS0991.The horizontal coordinates were scaled from a topographic map and have
 BS0991.an estimated accuracy of +/- 6 seconds.
 BS0991
 BS0991.The orthometric height was determined by differential leveling
 BS0991.and adjusted by the National Geodetic Survey in June 1991..
 BS0991
 BS0991.The geoid height was determined by GEOID03.
 BS0991
 BS0991.The dynamic height is computed by dividing the NAVD 88
 BS0991.geopotential number by the normal gravity value computed on the
 BS0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0991.degrees latitude (g = 980.6199 gals.).
 BS0991
 BS0991.The modeled gravity was interpolated from observed gravity values.
 BS0991
 BS0991;                    North         East    Units  Estimated Accuracy
 BS0991;SPC GA W     -   217,270.      732,900.      MT  (+/- 180 meters Scaled)
 BS0991
 BS0991                          SUPERSEDED SURVEY CONTROL
 BS0991
 BS0991  NGVD 29 (??/??/92)   94.212  (m)          309.09   (f) ADJ UNCH    2 0
 BS0991
 BS0991.Superseded values are not recommended for survey control.
 BS0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0991.See file dsdata.txt to determine how the superseded data were derived.
 BS0991
 BS0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR336394(NAD 83)
 BS0991_MARKER: DD = SURVEY DISK
 BS0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0991_STAMPING: 9 E 61
 BS0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0991+STABILITY: SURFACE MOTION
 BS0991
 BS0991  HISTORY     - Date     Condition        Report By
 BS0991  HISTORY     - UNK      MONUMENTED       GAGS
 BS0991  HISTORY     - 1934     GOOD             NGS
 BS0991
 BS0991                          STATION DESCRIPTION
 BS0991
 BS0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0991'2.1 MI W FROM CORDELE.
 BS0991'ABOUT 2.1 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0991'UNION STATION AT CORDELE, CRISP COUNTY, ABOUT 970 FEET NORTHWEST
 BS0991'OF A DIRT-ROAD CROSSING, AND 3.7 FEET SOUTH OF THE SOUTH RAIL.
 BS0991'A STATE SURVEY STANDARD DISK, STAMPED 9 E 61 AND SET IN THE TOP
 BS0991'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0999 ***********************************************************************
 BS0999  DESIGNATION -  9 E 64 GAGS
 BS0999  PID         -  BS0999
 BS0999  STATE/COUNTY-  GA/CRISP
 BS0999  USGS QUAD   -  CORDELE (1987)
 BS0999
 BS0999                         *CURRENT SURVEY CONTROL
 BS0999  ___________________________________________________________________
 BS0999* NAD 83(1986)-  31 58 15.     (N)    083 46 58.     (W)     SCALED    
 BS0999* NAVD 88     -        95.753  (meters)     314.15   (feet)  ADJUSTED  
 BS0999  ___________________________________________________________________
 BS0999  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BS0999  DYNAMIC HT  -          95.640 (meters)     313.78  (feet)  COMP
 BS0999  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 BS0999
 BS0999  VERT ORDER  -  SECOND    CLASS 0
 BS0999
 BS0999.The horizontal coordinates were scaled from a topographic map and have
 BS0999.an estimated accuracy of +/- 6 seconds.
 BS0999
 BS0999.The orthometric height was determined by differential leveling
 BS0999.and adjusted by the National Geodetic Survey in June 1991..
 BS0999
 BS0999.The geoid height was determined by GEOID03.
 BS0999
 BS0999.The dynamic height is computed by dividing the NAVD 88
 BS0999.geopotential number by the normal gravity value computed on the
 BS0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0999.degrees latitude (g = 980.6199 gals.).
 BS0999
 BS0999.The modeled gravity was interpolated from observed gravity values.
 BS0999
 BS0999;                    North         East    Units  Estimated Accuracy
 BS0999;SPC GA W     -   218,550.      736,280.      MT  (+/- 180 meters Scaled)
 BS0999
 BS0999                          SUPERSEDED SURVEY CONTROL
 BS0999
 BS0999  NGVD 29 (??/??/92)   95.919  (m)          314.69   (f) ADJ UNCH    2 0
 BS0999
 BS0999.Superseded values are not recommended for survey control.
 BS0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0999.See file dsdata.txt to determine how the superseded data were derived.
 BS0999
 BS0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR370405(NAD 83)
 BS0999_MARKER: DD = SURVEY DISK
 BS0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0999_STAMPING: 9 E 64
 BS0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0999+STABILITY: SURFACE MOTION
 BS0999
 BS0999  HISTORY     - Date     Condition        Report By
 BS0999  HISTORY     - UNK      MONUMENTED       GAGS
 BS0999  HISTORY     - 1934     GOOD             NGS
 BS0999
 BS0999                          STATION DESCRIPTION
 BS0999
 BS0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0999'AT CORDELE.
 BS0999'AT CORDELE, CRISP COUNTY, ABOUT 700 FEET EAST ALONG THE SEABOARD
 BS0999'AIR LINE RAILWAY FROM THE UNION STATION, ABOUT 16 YARDS EAST OF
 BS0999'THE CROSSING OF SEVENTH STREET, 9.6 FEET WEST OF A SWITCH AT THE
 BS0999'WEST END OF A SIDETRACK, 9.9 FEET NORTH OF THE NORTH RAIL OF THE
 BS0999'MAIN TRACK, AND 8 FEET EAST OF THE EAST EDGE OF A SIDEWALK.  A
 BS0999'STATE SURVEY STANDARD DISK, STAMPED 9 E 64 AND SET IN THE TOP OF
 BS0999'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0987 ***********************************************************************
 BS0987  DESIGNATION -  9 E 65 GAGS
 BS0987  PID         -  BS0987
 BS0987  STATE/COUNTY-  GA/CRISP
 BS0987  USGS QUAD   -  CORDELE (1987)
 BS0987
 BS0987                         *CURRENT SURVEY CONTROL
 BS0987  ___________________________________________________________________
 BS0987* NAD 83(1986)-  31 58 12.     (N)    083 46 22.     (W)     SCALED    
 BS0987* NAVD 88     -        96.190  (meters)     315.58   (feet)  ADJUSTED  
 BS0987  ___________________________________________________________________
 BS0987  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BS0987  DYNAMIC HT  -          96.077 (meters)     315.21  (feet)  COMP
 BS0987  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BS0987
 BS0987  VERT ORDER  -  SECOND    CLASS 0
 BS0987
 BS0987.The horizontal coordinates were scaled from a topographic map and have
 BS0987.an estimated accuracy of +/- 6 seconds.
 BS0987
 BS0987.The orthometric height was determined by differential leveling
 BS0987.and adjusted by the National Geodetic Survey in June 1991..
 BS0987
 BS0987.The geoid height was determined by GEOID03.
 BS0987
 BS0987.The dynamic height is computed by dividing the NAVD 88
 BS0987.geopotential number by the normal gravity value computed on the
 BS0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0987.degrees latitude (g = 980.6199 gals.).
 BS0987
 BS0987.The modeled gravity was interpolated from observed gravity values.
 BS0987
 BS0987;                    North         East    Units  Estimated Accuracy
 BS0987;SPC GA W     -   218,460.      737,230.      MT  (+/- 180 meters Scaled)
 BS0987
 BS0987                          SUPERSEDED SURVEY CONTROL
 BS0987
 BS0987  NGVD 29 (??/??/92)   96.357  (m)          316.13   (f) ADJ UNCH    2 0
 BS0987
 BS0987.Superseded values are not recommended for survey control.
 BS0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0987.See file dsdata.txt to determine how the superseded data were derived.
 BS0987
 BS0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR379404(NAD 83)
 BS0987_MARKER: DD = SURVEY DISK
 BS0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0987_STAMPING: 9 E 65
 BS0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0987+STABILITY: SURFACE MOTION
 BS0987
 BS0987  HISTORY     - Date     Condition        Report By
 BS0987  HISTORY     - UNK      MONUMENTED       GAGS
 BS0987  HISTORY     - 1934     GOOD             NGS
 BS0987
 BS0987                          STATION DESCRIPTION
 BS0987
 BS0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0987'AT CORDELE.
 BS0987'AT CORDELE, CRISP COUNTY, ABOUT 0.8 MILE EAST ALONG THE SEABOARD
 BS0987'AIR LINE RAILWAY FROM THE UNION STATION, AT THE SOUTHWEST CORNER
 BS0987'OF A CEMETERY, ABOUT 20 YARDS EAST OF A SWITCH AT THE EAST END OF
 BS0987'A SIDETRACK, AT THE CROSSING OF SECOND STREET, 18 FEET EAST OF THE
 BS0987'CENTERLINE OF THE STREET, AND 4.8 FEET NORTH OF THE NORTH RAIL
 BS0987'OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 65
 BS0987'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 BS0987'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0985 ***********************************************************************
 BS0985  DESIGNATION -  9 E 66
 BS0985  PID         -  BS0985
 BS0985  STATE/COUNTY-  GA/CRISP
 BS0985  USGS QUAD   -  PENIA (1977)
 BS0985
 BS0985                         *CURRENT SURVEY CONTROL
 BS0985  ___________________________________________________________________
 BS0985* NAD 83(1986)-  31 58 04.     (N)    083 44 44.     (W)     SCALED    
 BS0985* NAVD 88     -       108.337  (meters)     355.44   (feet)  ADJUSTED  
 BS0985  ___________________________________________________________________
 BS0985  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BS0985  DYNAMIC HT  -         108.209 (meters)     355.02  (feet)  COMP
 BS0985  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 BS0985
 BS0985  VERT ORDER  -  SECOND    CLASS 0
 BS0985
 BS0985.The horizontal coordinates were scaled from a topographic map and have
 BS0985.an estimated accuracy of +/- 6 seconds.
 BS0985
 BS0985.The orthometric height was determined by differential leveling
 BS0985.and adjusted by the National Geodetic Survey in June 1991..
 BS0985
 BS0985.The geoid height was determined by GEOID03.
 BS0985
 BS0985.The dynamic height is computed by dividing the NAVD 88
 BS0985.geopotential number by the normal gravity value computed on the
 BS0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0985.degrees latitude (g = 980.6199 gals.).
 BS0985
 BS0985.The modeled gravity was interpolated from observed gravity values.
 BS0985
 BS0985;                    North         East    Units  Estimated Accuracy
 BS0985;SPC GA W     -   218,220.      739,800.      MT  (+/- 180 meters Scaled)
 BS0985
 BS0985                          SUPERSEDED SURVEY CONTROL
 BS0985
 BS0985  NGVD 29 (??/??/92)  108.504  (m)          355.98   (f) ADJ UNCH    2 0
 BS0985
 BS0985.Superseded values are not recommended for survey control.
 BS0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0985.See file dsdata.txt to determine how the superseded data were derived.
 BS0985
 BS0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR405401(NAD 83)
 BS0985_MARKER: DD = SURVEY DISK
 BS0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0985_STAMPING: 9 E 66
 BS0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0985+STABILITY: SURFACE MOTION
 BS0985
 BS0985  HISTORY     - Date     Condition        Report By
 BS0985  HISTORY     - UNK      MONUMENTED       GAGS
 BS0985  HISTORY     - 1934     GOOD             NGS
 BS0985
 BS0985                          STATION DESCRIPTION
 BS0985
 BS0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0985'2.5 MI E FROM CORDELE.
 BS0985'ABOUT 2.5 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BS0985'THE UNION STATION AT CORDELE, CRISP COUNTY, 75 FEET SOUTHEAST
 BS0985'OF POLE 1417, AT A ROAD CROSSING, 14 FEET WEST OF THE CENTER
 BS0985'LINE OF THE ROAD, AND 4.7 FEET NORTH OF THE NORTH RAIL.  A STATE
 BS0985'SURVEY STANDARD DISK, STAMPED 9 E 66 AND SET IN THE TOP OF A
 BS0985'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0984 ***********************************************************************
 BS0984  DESIGNATION -  9 E 67
 BS0984  PID         -  BS0984
 BS0984  STATE/COUNTY-  GA/CRISP
 BS0984  USGS QUAD   -  PENIA (1977)
 BS0984
 BS0984                         *CURRENT SURVEY CONTROL
 BS0984  ___________________________________________________________________
 BS0984* NAD 83(1986)-  31 57 59.     (N)    083 43 41.     (W)     SCALED    
 BS0984* NAVD 88     -       121.655  (meters)     399.13   (feet)  ADJUSTED  
 BS0984  ___________________________________________________________________
 BS0984  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BS0984  DYNAMIC HT  -         121.512 (meters)     398.66  (feet)  COMP
 BS0984  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BS0984
 BS0984  VERT ORDER  -  SECOND    CLASS 0
 BS0984
 BS0984.The horizontal coordinates were scaled from a topographic map and have
 BS0984.an estimated accuracy of +/- 6 seconds.
 BS0984
 BS0984.The orthometric height was determined by differential leveling
 BS0984.and adjusted by the National Geodetic Survey in June 1991..
 BS0984
 BS0984.The geoid height was determined by GEOID03.
 BS0984
 BS0984.The dynamic height is computed by dividing the NAVD 88
 BS0984.geopotential number by the normal gravity value computed on the
 BS0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0984.degrees latitude (g = 980.6199 gals.).
 BS0984
 BS0984.The modeled gravity was interpolated from observed gravity values.
 BS0984
 BS0984;                    North         East    Units  Estimated Accuracy
 BS0984;SPC GA W     -   218,070.      741,460.      MT  (+/- 180 meters Scaled)
 BS0984
 BS0984                          SUPERSEDED SURVEY CONTROL
 BS0984
 BS0984  NGVD 29 (??/??/92)  121.823  (m)          399.68   (f) ADJ UNCH    2 0
 BS0984
 BS0984.Superseded values are not recommended for survey control.
 BS0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0984.See file dsdata.txt to determine how the superseded data were derived.
 BS0984
 BS0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR421399(NAD 83)
 BS0984_MARKER: DD = SURVEY DISK
 BS0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0984_STAMPING: 9 E 67
 BS0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0984+STABILITY: SURFACE MOTION
 BS0984
 BS0984  HISTORY     - Date     Condition        Report By
 BS0984  HISTORY     - UNK      MONUMENTED       GAGS
 BS0984  HISTORY     - 1934     GOOD             NGS
 BS0984  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0984
 BS0984                          STATION DESCRIPTION
 BS0984
 BS0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0984'3.6 MI E FROM CORDELE.
 BS0984'ABOUT 3.6 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0984'UNION STATION AT CORDELE, CRISP COUNTY, ABOUT 55 YARDS WEST OF A
 BS0984'ROAD CROSSING, 50 FEET SOUTHWEST OF POLE 1459, AND 5 FEET NORTH OF
 BS0984'THE NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 67 AND
 BS0984'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 BS0984'ABOVE GROUND.
 BS0984
 BS0984                          STATION RECOVERY (1974)
 BS0984
 BS0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0983 ***********************************************************************
 BS0983  DESIGNATION -  9 E 68
 BS0983  PID         -  BS0983
 BS0983  STATE/COUNTY-  GA/CRISP
 BS0983  USGS QUAD   -  PENIA (1977)
 BS0983
 BS0983                         *CURRENT SURVEY CONTROL
 BS0983  ___________________________________________________________________
 BS0983* NAD 83(1986)-  31 58 11.     (N)    083 42 01.     (W)     SCALED    
 BS0983* NAVD 88     -       132.659  (meters)     435.23   (feet)  ADJUSTED  
 BS0983  ___________________________________________________________________
 BS0983  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BS0983  DYNAMIC HT  -         132.502 (meters)     434.72  (feet)  COMP
 BS0983  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 BS0983
 BS0983  VERT ORDER  -  SECOND    CLASS 0
 BS0983
 BS0983.The horizontal coordinates were scaled from a topographic map and have
 BS0983.an estimated accuracy of +/- 6 seconds.
 BS0983
 BS0983.The orthometric height was determined by differential leveling
 BS0983.and adjusted by the National Geodetic Survey in June 1991..
 BS0983
 BS0983.The geoid height was determined by GEOID03.
 BS0983
 BS0983.The dynamic height is computed by dividing the NAVD 88
 BS0983.geopotential number by the normal gravity value computed on the
 BS0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0983.degrees latitude (g = 980.6199 gals.).
 BS0983
 BS0983.The modeled gravity was interpolated from observed gravity values.
 BS0983
 BS0983;                    North         East    Units  Estimated Accuracy
 BS0983;SPC GA W     -   218,460.      744,080.      MT  (+/- 180 meters Scaled)
 BS0983
 BS0983                          SUPERSEDED SURVEY CONTROL
 BS0983
 BS0983  NGVD 29 (??/??/92)  132.827  (m)          435.78   (f) ADJ UNCH    2 0
 BS0983
 BS0983.Superseded values are not recommended for survey control.
 BS0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0983.See file dsdata.txt to determine how the superseded data were derived.
 BS0983
 BS0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR448402(NAD 83)
 BS0983_MARKER: DD = SURVEY DISK
 BS0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0983_STAMPING: 9 E 68
 BS0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0983+STABILITY: SURFACE MOTION
 BS0983
 BS0983  HISTORY     - Date     Condition        Report By
 BS0983  HISTORY     - UNK      MONUMENTED       GAGS
 BS0983  HISTORY     - 1934     GOOD             NGS
 BS0983  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0983
 BS0983                          STATION DESCRIPTION
 BS0983
 BS0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0983'AT PENIA.
 BS0983'AT PENIA, CRISP COUNTY, ON THE SEABOARD AIR LINE RAILWAY, 40 FEET
 BS0983'SOUTHWEST OF POLE 1533, AT A ROAD CROSSING, 24 FEET WEST OF THE
 BS0983'CENTER LINE OF THE ROAD, AND 4.6 FEET NORTH OF THE NORTH RAIL.
 BS0983'A STATE SURVEY STANDARD DISK, STAMPED 9 E 68 AND SET IN THE TOP OF
 BS0983'A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 BS0983
 BS0983                          STATION RECOVERY (1974)
 BS0983
 BS0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0982 ***********************************************************************
 BS0982  DESIGNATION -  9 E 69
 BS0982  PID         -  BS0982
 BS0982  STATE/COUNTY-  GA/CRISP
 BS0982  USGS QUAD   -  PENIA (1977)
 BS0982
 BS0982                         *CURRENT SURVEY CONTROL
 BS0982  ___________________________________________________________________
 BS0982* NAD 83(1986)-  31 58 11.     (N)    083 41 26.     (W)     SCALED    
 BS0982* NAVD 88     -       126.062  (meters)     413.59   (feet)  ADJUSTED  
 BS0982  ___________________________________________________________________
 BS0982  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BS0982  DYNAMIC HT  -         125.914 (meters)     413.10  (feet)  COMP
 BS0982  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 BS0982
 BS0982  VERT ORDER  -  SECOND    CLASS 0
 BS0982
 BS0982.The horizontal coordinates were scaled from a topographic map and have
 BS0982.an estimated accuracy of +/- 6 seconds.
 BS0982
 BS0982.The orthometric height was determined by differential leveling
 BS0982.and adjusted by the National Geodetic Survey in June 1991..
 BS0982
 BS0982.The geoid height was determined by GEOID03.
 BS0982
 BS0982.The dynamic height is computed by dividing the NAVD 88
 BS0982.geopotential number by the normal gravity value computed on the
 BS0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0982.degrees latitude (g = 980.6199 gals.).
 BS0982
 BS0982.The modeled gravity was interpolated from observed gravity values.
 BS0982
 BS0982;                    North         East    Units  Estimated Accuracy
 BS0982;SPC GA W     -   218,460.      745,000.      MT  (+/- 180 meters Scaled)
 BS0982
 BS0982                          SUPERSEDED SURVEY CONTROL
 BS0982
 BS0982  NGVD 29 (??/??/92)  126.232  (m)          414.15   (f) ADJ UNCH    2 0
 BS0982
 BS0982.Superseded values are not recommended for survey control.
 BS0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0982.See file dsdata.txt to determine how the superseded data were derived.
 BS0982
 BS0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR457402(NAD 83)
 BS0982_MARKER: DD = SURVEY DISK
 BS0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0982_STAMPING: 9 E 69
 BS0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0982+STABILITY: SURFACE MOTION
 BS0982
 BS0982  HISTORY     - Date     Condition        Report By
 BS0982  HISTORY     - UNK      MONUMENTED       GAGS
 BS0982  HISTORY     - 1934     GOOD             NGS
 BS0982  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0982
 BS0982                          STATION DESCRIPTION
 BS0982
 BS0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0982'0.5 MI E FROM PENIA.
 BS0982'ABOUT 0.5 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0982'STATION AT PENIA, CRISP COUNTY, 52.5 FEET NORTH OF THE NORTH RAIL,
 BS0982'AND 10.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 BS0982'STANDARD DISK, STAMPED 9 E 69 AND SET IN THE TOP OF A CONCRETE
 BS0982'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 BS0982
 BS0982                          STATION RECOVERY (1974)
 BS0982
 BS0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0981 ***********************************************************************
 BS0981  DESIGNATION -  9 E 71
 BS0981  PID         -  BS0981
 BS0981  STATE/COUNTY-  GA/CRISP
 BS0981  USGS QUAD   -  PENIA (1977)
 BS0981
 BS0981                         *CURRENT SURVEY CONTROL
 BS0981  ___________________________________________________________________
 BS0981* NAD 83(1986)-  31 57 52.     (N)    083 39 41.     (W)     SCALED    
 BS0981* NAVD 88     -       134.473  (meters)     441.18   (feet)  ADJUSTED  
 BS0981  ___________________________________________________________________
 BS0981  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BS0981  DYNAMIC HT  -         134.314 (meters)     440.66  (feet)  COMP
 BS0981  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 BS0981
 BS0981  VERT ORDER  -  SECOND    CLASS 0
 BS0981
 BS0981.The horizontal coordinates were scaled from a topographic map and have
 BS0981.an estimated accuracy of +/- 6 seconds.
 BS0981
 BS0981.The orthometric height was determined by differential leveling
 BS0981.and adjusted by the National Geodetic Survey in June 1991..
 BS0981
 BS0981.The geoid height was determined by GEOID03.
 BS0981
 BS0981.The dynamic height is computed by dividing the NAVD 88
 BS0981.geopotential number by the normal gravity value computed on the
 BS0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0981.degrees latitude (g = 980.6199 gals.).
 BS0981
 BS0981.The modeled gravity was interpolated from observed gravity values.
 BS0981
 BS0981;                    North         East    Units  Estimated Accuracy
 BS0981;SPC GA W     -   217,890.      747,760.      MT  (+/- 180 meters Scaled)
 BS0981
 BS0981                          SUPERSEDED SURVEY CONTROL
 BS0981
 BS0981  NGVD 29 (??/??/92)  134.645  (m)          441.75   (f) ADJ UNCH    2 0
 BS0981
 BS0981.Superseded values are not recommended for survey control.
 BS0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0981.See file dsdata.txt to determine how the superseded data were derived.
 BS0981
 BS0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR484395(NAD 83)
 BS0981_MARKER: DD = SURVEY DISK
 BS0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0981_STAMPING: 9 E 71
 BS0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0981+STABILITY: SURFACE MOTION
 BS0981
 BS0981  HISTORY     - Date     Condition        Report By
 BS0981  HISTORY     - UNK      MONUMENTED       GAGS
 BS0981  HISTORY     - 1934     GOOD             NGS
 BS0981  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0981
 BS0981                          STATION DESCRIPTION
 BS0981
 BS0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0981'3.5 MI W FROM SEVILLE.
 BS0981'IN CRISP COUNTY, ABOUT 3.5 MILES WEST ALONG THE SEABOARD AIR LINE
 BS0981'RAILWAY FROM THE STATION AT SEVILLE, WILCOX COUNTY, ABOUT 100
 BS0981'FEET WEST OF THE WEST END OF THE STATION AT LISTONIA, ABOUT 1362
 BS0981'FEET EAST OF MILEPOST 658, AND 5 FEET NORTH OF THE NORTH RAIL.
 BS0981'A STATE SURVEY STANDARD DISK, STAMPED 9 E 71 AND SET IN THE TOP
 BS0981'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 BS0981
 BS0981                          STATION RECOVERY (1974)
 BS0981
 BS0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0979 ***********************************************************************
 BS0979  DESIGNATION -  9 E 73
 BS0979  PID         -  BS0979
 BS0979  STATE/COUNTY-  GA/WILCOX
 BS0979  USGS QUAD   -  PITTS (1974)
 BS0979
 BS0979                         *CURRENT SURVEY CONTROL
 BS0979  ___________________________________________________________________
 BS0979* NAD 83(1986)-  31 57 37.     (N)    083 36 05.     (W)     SCALED    
 BS0979* NAVD 88     -       113.831  (meters)     373.46   (feet)  ADJUSTED  
 BS0979  ___________________________________________________________________
 BS0979  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BS0979  DYNAMIC HT  -         113.696 (meters)     373.02  (feet)  COMP
 BS0979  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 BS0979
 BS0979  VERT ORDER  -  SECOND    CLASS 0
 BS0979
 BS0979.The horizontal coordinates were scaled from a topographic map and have
 BS0979.an estimated accuracy of +/- 6 seconds.
 BS0979
 BS0979.The orthometric height was determined by differential leveling
 BS0979.and adjusted by the National Geodetic Survey in June 1991..
 BS0979
 BS0979.The geoid height was determined by GEOID03.
 BS0979
 BS0979.The dynamic height is computed by dividing the NAVD 88
 BS0979.geopotential number by the normal gravity value computed on the
 BS0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0979.degrees latitude (g = 980.6199 gals.).
 BS0979
 BS0979.The modeled gravity was interpolated from observed gravity values.
 BS0979
 BS0979;                    North         East    Units  Estimated Accuracy
 BS0979;SPC GA W     -   217,450.      753,430.      MT  (+/- 180 meters Scaled)
 BS0979
 BS0979                          SUPERSEDED SURVEY CONTROL
 BS0979
 BS0979  NGVD 29 (??/??/92)  114.011  (m)          374.05   (f) ADJ UNCH    2 0
 BS0979
 BS0979.Superseded values are not recommended for survey control.
 BS0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0979.See file dsdata.txt to determine how the superseded data were derived.
 BS0979
 BS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR541389(NAD 83)
 BS0979_MARKER: DD = SURVEY DISK
 BS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0979_STAMPING: 9 E 73
 BS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0979+STABILITY: SURFACE MOTION
 BS0979
 BS0979  HISTORY     - Date     Condition        Report By
 BS0979  HISTORY     - UNK      MONUMENTED       GAGS
 BS0979  HISTORY     - 1934     GOOD             NGS
 BS0979
 BS0979                          STATION DESCRIPTION
 BS0979
 BS0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0979'AT SEVILLE.
 BS0979'AT SEVILLE, WILCOX COUNTY, 33 FEET SOUTH OF THE SOUTHEAST CORNER
 BS0979'OF THE SEABOARD AIR LINE RAILWAY STATION, AT A STREET CROSSING,
 BS0979'25 FEET WEST OF THE CENTER LINE OF THE STREET, 18 FEET SOUTH OF
 BS0979'THE SOUTH RAIL OF THE NORTH SIDETRACK, AND 4.4 FEET SOUTH OF THE
 BS0979'SOUTH RAIL OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK,
 BS0979'STAMPED 9 E 73 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0979'ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0978 ***********************************************************************
 BS0978  DESIGNATION -  9 E 74
 BS0978  PID         -  BS0978
 BS0978  STATE/COUNTY-  GA/WILCOX
 BS0978  USGS QUAD   -  PITTS (1974)
 BS0978
 BS0978                         *CURRENT SURVEY CONTROL
 BS0978  ___________________________________________________________________
 BS0978* NAD 83(1986)-  31 57 11.     (N)    083 34 26.     (W)     SCALED    
 BS0978* NAVD 88     -       106.696  (meters)     350.05   (feet)  ADJUSTED  
 BS0978  ___________________________________________________________________
 BS0978  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BS0978  DYNAMIC HT  -         106.570 (meters)     349.64  (feet)  COMP
 BS0978  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 BS0978
 BS0978  VERT ORDER  -  SECOND    CLASS 0
 BS0978
 BS0978.The horizontal coordinates were scaled from a topographic map and have
 BS0978.an estimated accuracy of +/- 6 seconds.
 BS0978
 BS0978.The orthometric height was determined by differential leveling
 BS0978.and adjusted by the National Geodetic Survey in June 1991..
 BS0978
 BS0978.The geoid height was determined by GEOID03.
 BS0978
 BS0978.The dynamic height is computed by dividing the NAVD 88
 BS0978.geopotential number by the normal gravity value computed on the
 BS0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0978.degrees latitude (g = 980.6199 gals.).
 BS0978
 BS0978.The modeled gravity was interpolated from observed gravity values.
 BS0978
 BS0978;                    North         East    Units  Estimated Accuracy
 BS0978;SPC GA W     -   216,670.      756,040.      MT  (+/- 180 meters Scaled)
 BS0978
 BS0978                          SUPERSEDED SURVEY CONTROL
 BS0978
 BS0978  NGVD 29 (??/??/92)  106.882  (m)          350.66   (f) ADJ UNCH    2 0
 BS0978
 BS0978.Superseded values are not recommended for survey control.
 BS0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0978.See file dsdata.txt to determine how the superseded data were derived.
 BS0978
 BS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR567381(NAD 83)
 BS0978_MARKER: DD = SURVEY DISK
 BS0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0978_STAMPING: 9 E 74
 BS0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0978+STABILITY: SURFACE MOTION
 BS0978
 BS0978  HISTORY     - Date     Condition        Report By
 BS0978  HISTORY     - UNK      MONUMENTED       GAGS
 BS0978  HISTORY     - 1934     GOOD             NGS
 BS0978
 BS0978                          STATION DESCRIPTION
 BS0978
 BS0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0978'2 MI W FROM PITTS.
 BS0978'ABOUT 2.0 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0978'STATION AT PITTS, WILCOX COUNTY, ABOUT 2150 FEET WEST OF MILEPOST
 BS0978'652, NEAR THE POINT OF INTERSECTION OF A CURVE, AND 27.7 FEET
 BS0978'SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 BS0978'9 E 74 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 BS0978'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0976 ***********************************************************************
 BS0976  DESIGNATION -  9 E 77
 BS0976  PID         -  BS0976
 BS0976  STATE/COUNTY-  GA/WILCOX
 BS0976  USGS QUAD   -  PITTS (1974)
 BS0976
 BS0976                         *CURRENT SURVEY CONTROL
 BS0976  ___________________________________________________________________
 BS0976* NAD 83(1986)-  31 56 44.     (N)    083 31 39.     (W)     SCALED    
 BS0976* NAVD 88     -       117.397  (meters)     385.16   (feet)  ADJUSTED  
 BS0976  ___________________________________________________________________
 BS0976  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BS0976  DYNAMIC HT  -         117.259 (meters)     384.71  (feet)  COMP
 BS0976  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 BS0976
 BS0976  VERT ORDER  -  SECOND    CLASS 0
 BS0976
 BS0976.The horizontal coordinates were scaled from a topographic map and have
 BS0976.an estimated accuracy of +/- 6 seconds.
 BS0976
 BS0976.The orthometric height was determined by differential leveling
 BS0976.and adjusted by the National Geodetic Survey in June 1991..
 BS0976
 BS0976.The geoid height was determined by GEOID03.
 BS0976
 BS0976.The dynamic height is computed by dividing the NAVD 88
 BS0976.geopotential number by the normal gravity value computed on the
 BS0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0976.degrees latitude (g = 980.6199 gals.).
 BS0976
 BS0976.The modeled gravity was interpolated from observed gravity values.
 BS0976
 BS0976;                    North         East    Units  Estimated Accuracy
 BS0976;SPC GA W     -   215,860.      760,430.      MT  (+/- 180 meters Scaled)
 BS0976
 BS0976                          SUPERSEDED SURVEY CONTROL
 BS0976
 BS0976  NGVD 29 (??/??/92)  117.585  (m)          385.78   (f) ADJ UNCH    2 0
 BS0976
 BS0976.Superseded values are not recommended for survey control.
 BS0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0976.See file dsdata.txt to determine how the superseded data were derived.
 BS0976
 BS0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR610371(NAD 83)
 BS0976_MARKER: DD = SURVEY DISK
 BS0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0976_STAMPING: 9 E 77
 BS0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0976+STABILITY: SURFACE MOTION
 BS0976
 BS0976  HISTORY     - Date     Condition        Report By
 BS0976  HISTORY     - UNK      MONUMENTED       GAGS
 BS0976  HISTORY     - 1934     GOOD             NGS
 BS0976
 BS0976                          STATION DESCRIPTION
 BS0976
 BS0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0976'0.8 MI E FROM PITTS.
 BS0976'ABOUT 0.8 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0976'STATION AT PITTS, WILCOX COUNTY, ABOUT 2354 FEET EAST OF MILEPOST
 BS0976'650, ABOUT 750 FEET WEST OF THE CENTER OF A FIELD-ROAD CROSSING,
 BS0976'AND 5 FEET NORTH OF THE NORTH RAIL.  A STATE SURVEY STANDARD DISK,
 BS0976'STAMPED 9 E 77 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0976'ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0973 ***********************************************************************
 BS0973  DESIGNATION -  9 E 80
 BS0973  PID         -  BS0973
 BS0973  STATE/COUNTY-  GA/WILCOX
 BS0973  USGS QUAD   -  ROCHELLE (1977)
 BS0973
 BS0973                         *CURRENT SURVEY CONTROL
 BS0973  ___________________________________________________________________
 BS0973* NAD 83(1986)-  31 57 04.     (N)    083 27 48.     (W)     SCALED    
 BS0973* NAVD 88     -       112.083  (meters)     367.73   (feet)  ADJUSTED  
 BS0973  ___________________________________________________________________
 BS0973  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BS0973  DYNAMIC HT  -         111.951 (meters)     367.29  (feet)  COMP
 BS0973  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 BS0973
 BS0973  VERT ORDER  -  SECOND    CLASS 0
 BS0973
 BS0973.The horizontal coordinates were scaled from a topographic map and have
 BS0973.an estimated accuracy of +/- 6 seconds.
 BS0973
 BS0973.The orthometric height was determined by differential leveling
 BS0973.and adjusted by the National Geodetic Survey in June 1991..
 BS0973
 BS0973.The geoid height was determined by GEOID03.
 BS0973
 BS0973.The dynamic height is computed by dividing the NAVD 88
 BS0973.geopotential number by the normal gravity value computed on the
 BS0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0973.degrees latitude (g = 980.6199 gals.).
 BS0973
 BS0973.The modeled gravity was interpolated from observed gravity values.
 BS0973
 BS0973;                    North         East    Units  Estimated Accuracy
 BS0973;SPC GA W     -   216,510.      766,490.      MT  (+/- 180 meters Scaled)
 BS0973
 BS0973                          SUPERSEDED SURVEY CONTROL
 BS0973
 BS0973  NGVD 29 (??/??/92)  112.278  (m)          368.37   (f) ADJ UNCH    2 0
 BS0973
 BS0973.Superseded values are not recommended for survey control.
 BS0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0973.See file dsdata.txt to determine how the superseded data were derived.
 BS0973
 BS0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR671376(NAD 83)
 BS0973_MARKER: DD = SURVEY DISK
 BS0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0973_STAMPING: 9 E 80
 BS0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0973+STABILITY: SURFACE MOTION
 BS0973
 BS0973  HISTORY     - Date     Condition        Report By
 BS0973  HISTORY     - UNK      MONUMENTED       GAGS
 BS0973  HISTORY     - 1934     GOOD             NGS
 BS0973
 BS0973                          STATION DESCRIPTION
 BS0973
 BS0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0973'0.4 MI W FROM ROCHELLE.
 BS0973'0.45 MILE WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0973'STATION AT ROCHELLE, WILCOX COUNTY, 1245 FEET EAST OF MILEPOST
 BS0973'646, 350 FEET WEST OF THE CROSSING OF A POWER TRANSMISSION LINE,
 BS0973'110 FEET SOUTHEAST OF POLE 2117 AND 4.5 FEET SOUTH OF THE SOUTH
 BS0973'RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 80 AND SET
 BS0973'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0972 ***********************************************************************
 BS0972  DESIGNATION -  9 E 81
 BS0972  PID         -  BS0972
 BS0972  STATE/COUNTY-  GA/WILCOX
 BS0972  USGS QUAD   -  ROCHELLE (1977)
 BS0972
 BS0972                         *CURRENT SURVEY CONTROL
 BS0972  ___________________________________________________________________
 BS0972* NAD 83(1986)-  31 57 05.     (N)    083 27 21.     (W)     SCALED    
 BS0972* NAVD 88     -       112.147  (meters)     367.94   (feet)  ADJUSTED  
 BS0972  ___________________________________________________________________
 BS0972  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BS0972  DYNAMIC HT  -         112.015 (meters)     367.50  (feet)  COMP
 BS0972  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 BS0972
 BS0972  VERT ORDER  -  SECOND    CLASS 0
 BS0972
 BS0972.The horizontal coordinates were scaled from a topographic map and have
 BS0972.an estimated accuracy of +/- 6 seconds.
 BS0972
 BS0972.The orthometric height was determined by differential leveling
 BS0972.and adjusted by the National Geodetic Survey in June 1991..
 BS0972
 BS0972.The geoid height was determined by GEOID03.
 BS0972
 BS0972.The dynamic height is computed by dividing the NAVD 88
 BS0972.geopotential number by the normal gravity value computed on the
 BS0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0972.degrees latitude (g = 980.6199 gals.).
 BS0972
 BS0972.The modeled gravity was interpolated from observed gravity values.
 BS0972
 BS0972;                    North         East    Units  Estimated Accuracy
 BS0972;SPC GA W     -   216,550.      767,200.      MT  (+/- 180 meters Scaled)
 BS0972
 BS0972                          SUPERSEDED SURVEY CONTROL
 BS0972
 BS0972  NGVD 29 (??/??/92)  112.342  (m)          368.58   (f) ADJ UNCH    2 0
 BS0972
 BS0972.Superseded values are not recommended for survey control.
 BS0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0972.See file dsdata.txt to determine how the superseded data were derived.
 BS0972
 BS0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR678376(NAD 83)
 BS0972_MARKER: DD = SURVEY DISK
 BS0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0972_STAMPING: 9 E 81
 BS0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0972+STABILITY: SURFACE MOTION
 BS0972
 BS0972  HISTORY     - Date     Condition        Report By
 BS0972  HISTORY     - UNK      MONUMENTED       GAGS
 BS0972  HISTORY     - 1934     GOOD             NGS
 BS0972
 BS0972                          STATION DESCRIPTION
 BS0972
 BS0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0972'AT ROCHELLE.
 BS0972'AT ROCHELLE, WILCOX COUNTY, 19 FEET NORTH OF THE NORTHWEST CORNER
 BS0972'OF THE SEABOARD AIR LINE RAILWAY STATION, 4.8 FEET SOUTH OF THE
 BS0972'SOUTH RAIL OF THE MAIN TRACK, AND 5 FEET NORTH OF THE NORTH
 BS0972'RAIL OF THE SOUTH SIDETRACK.  A STATE SURVEY STANDARD DISK,
 BS0972'STAMPED 9 E 81 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BS0972'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0969 ***********************************************************************
 BS0969  DESIGNATION -  9 E 86
 BS0969  PID         -  BS0969
 BS0969  STATE/COUNTY-  GA/WILCOX
 BS0969  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS0969
 BS0969                         *CURRENT SURVEY CONTROL
 BS0969  ___________________________________________________________________
 BS0969* NAD 83(1986)-  31 58 40.     (N)    083 21 27.     (W)     SCALED    
 BS0969* NAVD 88     -        93.524  (meters)     306.84   (feet)  ADJUSTED  
 BS0969  ___________________________________________________________________
 BS0969  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BS0969  DYNAMIC HT  -          93.415 (meters)     306.48  (feet)  COMP
 BS0969  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 BS0969
 BS0969  VERT ORDER  -  SECOND    CLASS 0
 BS0969
 BS0969.The horizontal coordinates were scaled from a topographic map and have
 BS0969.an estimated accuracy of +/- 6 seconds.
 BS0969
 BS0969.The orthometric height was determined by differential leveling
 BS0969.and adjusted by the National Geodetic Survey in June 1991..
 BS0969
 BS0969.The geoid height was determined by GEOID03.
 BS0969
 BS0969.The dynamic height is computed by dividing the NAVD 88
 BS0969.geopotential number by the normal gravity value computed on the
 BS0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0969.degrees latitude (g = 980.6199 gals.).
 BS0969
 BS0969.The modeled gravity was interpolated from observed gravity values.
 BS0969
 BS0969;                    North         East    Units  Estimated Accuracy
 BS0969;SPC GA W     -   219,540.      776,470.      MT  (+/- 180 meters Scaled)
 BS0969
 BS0969                          SUPERSEDED SURVEY CONTROL
 BS0969
 BS0969  NGVD 29 (??/??/92)   93.730  (m)          307.51   (f) ADJ UNCH    2 0
 BS0969
 BS0969.Superseded values are not recommended for survey control.
 BS0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0969.See file dsdata.txt to determine how the superseded data were derived.
 BS0969
 BS0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR772404(NAD 83)
 BS0969_MARKER: DD = SURVEY DISK
 BS0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0969_STAMPING: 9 E 86
 BS0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0969+STABILITY: SURFACE MOTION
 BS0969
 BS0969  HISTORY     - Date     Condition        Report By
 BS0969  HISTORY     - UNK      MONUMENTED       GAGS
 BS0969  HISTORY     - 1934     GOOD             NGS
 BS0969
 BS0969                          STATION DESCRIPTION
 BS0969
 BS0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0969'3 MI W FROM ABBEVILLE.
 BS0969'3.0 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0969'STATION AT ABBEVILLE, WILCOX COUNTY, 85 YARDS WEST OF MILEPOST
 BS0969'639, 67 FEET SOUTHEAST OF POLE 3361, AND 23.2 FEET NORTH OF
 BS0969'THE NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 86
 BS0969'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 BS0969'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0965 ***********************************************************************
 BS0965  DESIGNATION -  9 E 88 GAGS
 BS0965  PID         -  BS0965
 BS0965  STATE/COUNTY-  GA/WILCOX
 BS0965  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS0965
 BS0965                         *CURRENT SURVEY CONTROL
 BS0965  ___________________________________________________________________
 BS0965* NAD 83(1986)-  31 59 17.     (N)    083 18 24.     (W)     SCALED    
 BS0965* NAVD 88     -        70.243  (meters)     230.46   (feet)  ADJUSTED  
 BS0965  ___________________________________________________________________
 BS0965  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS0965  DYNAMIC HT  -          70.162 (meters)     230.19  (feet)  COMP
 BS0965  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 BS0965
 BS0965  VERT ORDER  -  FIRST     CLASS II
 BS0965
 BS0965.The horizontal coordinates were scaled from a topographic map and have
 BS0965.an estimated accuracy of +/- 6 seconds.
 BS0965
 BS0965.The orthometric height was determined by differential leveling
 BS0965.and adjusted by the National Geodetic Survey in June 1991..
 BS0965
 BS0965.The geoid height was determined by GEOID03.
 BS0965
 BS0965.The dynamic height is computed by dividing the NAVD 88
 BS0965.geopotential number by the normal gravity value computed on the
 BS0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0965.degrees latitude (g = 980.6199 gals.).
 BS0965
 BS0965.The modeled gravity was interpolated from observed gravity values.
 BS0965
 BS0965;                    North         East    Units  Estimated Accuracy
 BS0965;SPC GA W     -   220,720.      781,270.      MT  (+/- 180 meters Scaled)
 BS0965
 BS0965                          SUPERSEDED SURVEY CONTROL
 BS0965
 BS0965  NGVD 29 (??/??/92)   70.460  (m)          231.17   (f) ADJ UNCH    1 2
 BS0965
 BS0965.Superseded values are not recommended for survey control.
 BS0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0965.See file dsdata.txt to determine how the superseded data were derived.
 BS0965
 BS0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR820414(NAD 83)
 BS0965_MARKER: DD = SURVEY DISK
 BS0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0965_STAMPING: 9 E 88
 BS0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0965+STABILITY: SURFACE MOTION
 BS0965
 BS0965  HISTORY     - Date     Condition        Report By
 BS0965  HISTORY     - UNK      MONUMENTED       GAGS
 BS0965  HISTORY     - 1961     GOOD             NGS
 BS0965  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS0965
 BS0965                          STATION DESCRIPTION
 BS0965
 BS0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BS0965'AT ABBEVILLE.
 BS0965'AT ABBEVILLE, 0.15 MILE EAST ALONG THE SEABOARD AIR LINE RAILROAD
 BS0965'FROM THE STATION, NEAR THE OVERHEAD CROSSING OF U.S. HIGHWAY 129,
 BS0965'118 YARDS EAST OF MILEPOST 636, 3.2 FEET NORTH OF THE NORTH RAIL
 BS0965'OF THE MAIN TRACK, 8.6 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 BS0965'TRACK, 4.5 FEET WEST OF THE WEST EDGE OF THE OVERHEAD BRIDGE,
 BS0965'40.5 FEET NORTHEAST OF A SWITCH STAND, 8 INCHES BELOW THE LEVEL
 BS0965'OF THE RAIL, SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 BS0965
 BS0965                          STATION RECOVERY (1979)
 BS0965
 BS0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0965'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1549 ***********************************************************************
 BD1549  DESIGNATION -  9 SKS
 BD1549  PID         -  BD1549
 BD1549  STATE/COUNTY-  GA/LOWNDES
 BD1549  USGS QUAD   -  VALDOSTA (1988)
 BD1549
 BD1549                         *CURRENT SURVEY CONTROL
 BD1549  ___________________________________________________________________
 BD1549* NAD 83(1986)-  30 47 25.     (N)    083 16 18.     (W)     SCALED    
 BD1549* NAVD 88     -        58.661  (meters)     192.46   (feet)  ADJUSTED  
 BD1549  ___________________________________________________________________
 BD1549  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BD1549  DYNAMIC HT  -          58.586 (meters)     192.21  (feet)  COMP
 BD1549  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 BD1549
 BD1549  VERT ORDER  -  FIRST     CLASS II
 BD1549
 BD1549.The horizontal coordinates were scaled from a topographic map and have
 BD1549.an estimated accuracy of +/- 6 seconds.
 BD1549
 BD1549.The orthometric height was determined by differential leveling
 BD1549.and adjusted by the National Geodetic Survey in June 1991..
 BD1549
 BD1549.The geoid height was determined by GEOID03.
 BD1549
 BD1549.The dynamic height is computed by dividing the NAVD 88
 BD1549.geopotential number by the normal gravity value computed on the
 BD1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1549.degrees latitude (g = 980.6199 gals.).
 BD1549
 BD1549.The modeled gravity was interpolated from observed gravity values.
 BD1549
 BD1549;                    North         East    Units  Estimated Accuracy
 BD1549;SPC GA W     -    87,940.      785,660.      MT  (+/- 180 meters Scaled)
 BD1549
 BD1549                          SUPERSEDED SURVEY CONTROL
 BD1549
 BD1549  NGVD 29 (??/??/92)   58.865  (m)          193.13   (f) ADJ UNCH    1 2
 BD1549
 BD1549.Superseded values are not recommended for survey control.
 BD1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1549.See file dsdata.txt to determine how the superseded data were derived.
 BD1549
 BD1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ826085(NAD 83)
 BD1549_MARKER: DD = SURVEY DISK
 BD1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1549_STAMPING: 9 SKS 1957
 BD1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1549+STABILITY: SURFACE MOTION
 BD1549
 BD1549  HISTORY     - Date     Condition        Report By
 BD1549  HISTORY     - 1957     MONUMENTED       USGS
 BD1549  HISTORY     - 1957     GOOD             NGS
 BD1549  HISTORY     - 1959     GOOD             NGS
 BD1549
 BD1549                          STATION DESCRIPTION
 BD1549
 BD1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1549'2.3 MI S FROM VALDOSTA.
 BD1549'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE JUNCTION
 BD1549'OF U.S. HIGHWAY 41 AT VALDOSTA, NEAR THE NORTHEAST CORNER
 BD1549'OF THE VALDOSTA MUNICIPAL AIRPORT, 0.4 MILE NORTH OF THE MAIN
 BD1549'ENTRANCE TO THE AIRPORT, 51 FEET WEST OF THE CENTER LINE OF
 BD1549'THE HIGHWAY, 96 FEET WEST AND ACROSS THE HIGHWAY FROM TELEPHONE
 BD1549'CABLE LINE POLE NO. 49, 53 FEET WEST OF THE CENTER OF THE
 BD1549'INTERSECTION OF THE HIGHWAY AND A SAND ROAD LEADING EAST, 3 1/2
 BD1549'FEET NORTHWEST OF A TELEPHONE CABLE UNDERGROUND CONCRETE
 BD1549'MARKER POST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1
 BD1549'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND ABOUT IN LINE WITH
 BD1549'THE EXTENDED CENTER LINE OF THE SAND ROAD EAST, SET IN THE
 BD1549'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BD1549
 BD1549                          STATION RECOVERY (1959)
 BD1549
 BD1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 BD1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1263 ***********************************************************************
 DF1263  DESIGNATION -  9 WHO
 DF1263  PID         -  DF1263
 DF1263  STATE/COUNTY-  GA/MCDUFFIE
 DF1263  USGS QUAD   -  WINFIELD (1979)
 DF1263
 DF1263                         *CURRENT SURVEY CONTROL
 DF1263  ___________________________________________________________________
 DF1263* NAD 83(1994)-  33 32 28.28165(N)    082 26 03.60346(W)     ADJUSTED  
 DF1263* NAVD 88     -       181.37   (+/-2cm)     595.0    (feet)  VERTCON   
 DF1263  ___________________________________________________________________
 DF1263  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF1263  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1263
 DF1263  HORZ ORDER  -  SECOND
 DF1263  VERT ORDER  -  THIRD ? (See Below)
 DF1263
 DF1263.The horizontal coordinates were established by classical geodetic methods
 DF1263.and adjusted by the National Geodetic Survey in September 1997..
 DF1263
 DF1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1263.The vertical order pertains to the NGVD 29 superseded value.
 DF1263
 DF1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1263
 DF1263.The geoid height was determined by GEOID03.
 DF1263
 DF1263;                    North         East     Units Scale Factor Converg.
 DF1263;SPC GA E     -   392,650.386   175,141.880   MT  0.99990762   -0 08 52.4
 DF1263;SPC GA E     - 1,288,220.47    574,611.32   sFT  0.99990762   -0 08 52.4
 DF1263;UTM  17      - 3,712,206.993   366,828.993   MT  0.99981864   -0 47 33.5
 DF1263
 DF1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1263!SPC GA E     -   0.99997608  x   0.99990762  =   0.99988370
 DF1263!UTM  17      -   0.99997608  x   0.99981864  =   0.99979472
 DF1263
 DF1263                          SUPERSEDED SURVEY CONTROL
 DF1263
 DF1263  NAD 83(1986)-  33 32 28.28667(N)    082 26 03.59979(W) AD(       ) 2
 DF1263  NAD 27      -  33 32 27.80003(N)    082 26 04.14481(W) AD(       ) 2
 DF1263  NGVD 29 (07/19/86)  181.56   (m)          595.7    (f) LEVELING    3  
 DF1263
 DF1263.Superseded values are not recommended for survey control.
 DF1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1263.See file dsdata.txt to determine how the superseded data were derived.
 DF1263
 DF1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6682912207(NAD 83)
 DF1263_MARKER: DS = TRIANGULATION STATION DISK
 DF1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1263
 DF1263  HISTORY     - Date     Condition        Report By
 DF1263  HISTORY     - 1976     MONUMENTED       NGS
 DF1263  HISTORY     - 1980     GOOD             GADT
 DF1263
 DF1263                          STATION DESCRIPTION
 DF1263
 DF1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1263'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DF1263'COBBHAM THE DISTANCE BEING 28.410 METERS, (93.21 FEET).
 DF1263'
 DF1263'REFERENCE MARK 2, A (U.S.G.S. BENCH MARK DISK)
 DF1263'STAMPED---9 WHO 1971 596---, IS SET IN THE
 DF1263'TOP OF A 5 INCH BY 5 INCH CONCRETE POST WHICH PROJECTS
 DF1263'1 INCH ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 DF1263'WEST-SOUTHWEST
 DF1263'OF THE CENTER OF HIGHWAY 150, 2 FEET SOUTH-SOUTHEAST OF A
 DF1263'FENCE CORNER AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 DF1263
 DF1263                          STATION RECOVERY (1980)
 DF1263
 DF1263'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1263'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DISTANCE FROM
 DF1263'THE STATION TO THE CENTER OF STATE ROUTE 150 WAS FOUND TO BE 2
 DF1263'FEET SHORTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0273 ***********************************************************************
 CL0273  DESIGNATION -  90 68 B
 CL0273  PID         -  CL0273
 CL0273  STATE/COUNTY-  GA/TELFAIR
 CL0273  USGS QUAD   -  MC RAE (1985)
 CL0273
 CL0273                         *CURRENT SURVEY CONTROL
 CL0273  ___________________________________________________________________
 CL0273* NAD 83(1986)-  32 04 16.     (N)    082 54 00.     (W)     SCALED    
 CL0273* NAVD 88     -        63.772  (meters)     209.23   (feet)  ADJUSTED  
 CL0273  ___________________________________________________________________
 CL0273  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CL0273  DYNAMIC HT  -          63.697 (meters)     208.98  (feet)  COMP
 CL0273  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CL0273
 CL0273  VERT ORDER  -  FIRST     CLASS II
 CL0273
 CL0273.The horizontal coordinates were scaled from a topographic map and have
 CL0273.an estimated accuracy of +/- 6 seconds.
 CL0273
 CL0273.The orthometric height was determined by differential leveling
 CL0273.and adjusted by the National Geodetic Survey in June 1991..
 CL0273
 CL0273.The geoid height was determined by GEOID03.
 CL0273
 CL0273.The dynamic height is computed by dividing the NAVD 88
 CL0273.geopotential number by the normal gravity value computed on the
 CL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0273.degrees latitude (g = 980.6199 gals.).
 CL0273
 CL0273.The modeled gravity was interpolated from observed gravity values.
 CL0273
 CL0273;                    North         East    Units  Estimated Accuracy
 CL0273;SPC GA E     -   229,840.      130,770.      MT  (+/- 180 meters Scaled)
 CL0273
 CL0273                          SUPERSEDED SURVEY CONTROL
 CL0273
 CL0273  NGVD 29 (??/??/92)   64.00   (m)          210.0    (f) COMPUTED    1 2
 CL0273
 CL0273.Superseded values are not recommended for survey control.
 CL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0273.See file dsdata.txt to determine how the superseded data were derived.
 CL0273
 CL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR206498(NAD 83)
 CL0273_MARKER: DD = SURVEY DISK
 CL0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0273_STAMPING: 90 68 B
 CL0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0273+STABILITY: SURFACE MOTION
 CL0273
 CL0273  HISTORY     - Date     Condition        Report By
 CL0273  HISTORY     - UNK      MONUMENTED       GAGS
 CL0273  HISTORY     - 1959     GOOD             NGS
 CL0273
 CL0273                          STATION DESCRIPTION
 CL0273
 CL0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0273'AT MC RAE.
 CL0273'AT MC RAE, ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAYS 441 AND
 CL0273'319 FROM THE CROSSING OF THE SOUTHERN RAILWAY, 21 FEET SOUTHWEST
 CL0273'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTHWEST OF THE
 CL0273'CENTER LINE OF GRANT STREET, 9 FEET EAST OF A TELEPHONE POLE,
 CL0273'6 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK, AND SET
 CL0273'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 CL0273'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4716 ***********************************************************************
 DH4716  DESIGNATION -  90 RXS
 DH4716  PID         -  DH4716
 DH4716  STATE/COUNTY-  GA/PUTNAM
 DH4716  USGS QUAD   -  MEDA (1972)
 DH4716
 DH4716                         *CURRENT SURVEY CONTROL
 DH4716  ___________________________________________________________________
 DH4716* NAD 83(1994)-  33 16 17.36865(N)    083 18 05.03802(W)     ADJUSTED  
 DH4716* NAVD 88     -       147.36   (meters)     483.5    (feet)  LEVELING  
 DH4716  ___________________________________________________________________
 DH4716  X           -     622,672.439 (meters)                     COMP
 DH4716  Y           -  -5,301,675.376 (meters)                     COMP
 DH4716  Z           -   3,479,238.041 (meters)                     COMP
 DH4716  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DH4716  ELLIP HEIGHT-         119.88  (meters)          (05/31/05) GPS OBS
 DH4716  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DH4716
 DH4716  HORZ ORDER  -  FIRST
 DH4716  VERT ORDER  -  THIRD ?
 DH4716  ELLP ORDER  -  FOURTH    CLASS II
 DH4716
 DH4716.The horizontal coordinates were established by GPS observations
 DH4716.and adjusted by the GEORGIA POWER COMPANY in May 2005..
 DH4716
 DH4716.The orthometric height was determined by differential leveling.
 DH4716.The vertical network tie was performed by a horz. field party for horz.
 DH4716.obs reductions. Reset procedures were used to establish the elevation.
 DH4716
 DH4716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4716
 DH4716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4716
 DH4716.The ellipsoidal height was determined by GPS observations
 DH4716.and is referenced to NAD 83.
 DH4716
 DH4716.The geoid height was determined by GEOID03.
 DH4716
 DH4716;                    North         East     Units Scale Factor Converg.
 DH4716;SPC GA W     -   363,042.547   780,606.612   MT  0.99998008   +0 28 29.0
 DH4716;SPC GA W     - 1,191,082.09  2,561,040.19   sFT  0.99998008   +0 28 29.0
 DH4716;UTM  17      - 3,683,747.610   285,650.571   MT  1.00016651   -1 15 47.0
 DH4716
 DH4716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4716!SPC GA W     -   0.99998118  x   0.99998008  =   0.99996126
 DH4716!UTM  17      -   0.99998118  x   1.00016651  =   1.00014769
 DH4716
 DH4716                          SUPERSEDED SURVEY CONTROL
 DH4716
 DH4716.No superseded survey control is available for this station.
 DH4716
 DH4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8565183748(NAD 83)
 DH4716_MARKER: DD = SURVEY DISK
 DH4716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4716_STAMPING: 90 RXS
 DH4716_MARK LOGO: USGS  
 DH4716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4716+STABILITY: SURFACE MOTION
 DH4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4716+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 DH4716
 DH4716  HISTORY     - Date     Condition        Report By
 DH4716  HISTORY     - 20050425 MONUMENTED       USGS
 DH4716
 DH4716                          STATION DESCRIPTION
 DH4716
 DH4716'DESCRIBED BY US GEOLOGICAL SURVEY 2005 (DLD)
 DH4716'THIS STATION IS LOCATED IN PUTNAM COUNTY, GEORGIA JUST NORTH OF THE
 DH4716'TOWN OF  MILLEDGEVILLE AND SOUTH OF EATONTON.
 DH4716' 
 DH4716'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND PEA RIDGE
 DH4716'RD., GO EAST ON PEA  RIDGE RD FOR 2.9 MILES TO THE STATION ON THE
 DH4716'RIGHT.  IT IS LOCATED AT THE INTERSECTION OF  PEA RIDGE ROAD
 DH4716'ANDSCUFFLEBORO RD.
 DH4716' 
 DH4716'THE STATION IS 54 FEET EAST OF PEA RIDGE RD, 46 FEET SW OF SCUFFLEBORO
 DH4716'RD AND 41 FEET SE  OF A POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1230 ***********************************************************************
 BS1230  DESIGNATION -  90 WLC USGS
 BS1230  PID         -  BS1230
 BS1230  STATE/COUNTY-  GA/COOK
 BS1230  USGS QUAD   -  LENOX (1973)
 BS1230
 BS1230                         *CURRENT SURVEY CONTROL
 BS1230  ___________________________________________________________________
 BS1230* NAD 83(1986)-  31 16 31.     (N)    083 26 55.     (W)     SCALED    
 BS1230* NAVD 88     -        82.863  (meters)     271.86   (feet)  ADJUSTED  
 BS1230  ___________________________________________________________________
 BS1230  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BS1230  DYNAMIC HT  -          82.761 (meters)     271.52  (feet)  COMP
 BS1230  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 BS1230
 BS1230  VERT ORDER  -  SECOND    CLASS 0
 BS1230
 BS1230.The horizontal coordinates were scaled from a topographic map and have
 BS1230.an estimated accuracy of +/- 6 seconds.
 BS1230
 BS1230.The orthometric height was determined by differential leveling
 BS1230.and adjusted by the National Geodetic Survey in June 1991..
 BS1230
 BS1230.The geoid height was determined by GEOID03.
 BS1230
 BS1230.The dynamic height is computed by dividing the NAVD 88
 BS1230.geopotential number by the normal gravity value computed on the
 BS1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1230.degrees latitude (g = 980.6199 gals.).
 BS1230
 BS1230.The modeled gravity was interpolated from observed gravity values.
 BS1230
 BS1230;                    North         East    Units  Estimated Accuracy
 BS1230;SPC GA W     -   141,590.      768,370.      MT  (+/- 180 meters Scaled)
 BS1230
 BS1230                          SUPERSEDED SURVEY CONTROL
 BS1230
 BS1230.No superseded survey control is available for this station.
 BS1230
 BS1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ668626(NAD 83)
 BS1230_MARKER: DD = SURVEY DISK
 BS1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1230_SP_SET: CULVERT
 BS1230_STAMPING: 90 WLC 1972
 BS1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1230
 BS1230  HISTORY     - Date     Condition        Report By
 BS1230  HISTORY     - 1972     MONUMENTED       USGS
 BS1230  HISTORY     - 1973     GOOD             NGS
 BS1230
 BS1230                          STATION DESCRIPTION
 BS1230
 BS1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1230'1.05 MI E FROM LENOX.
 BS1230'ABOUT 1.05 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1230'AND U. S. HIGHWAY 41 AT LENOX, 14 1/2 FEET NORTH OF THE CENTER LINE OF
 BS1230'THE ROAD, SET IN THE TOP AND 0.8 FOOT WEST OF THE EAST END OF THE
 BS1230'NORTH CONCRETE HEADWALL FOR A 19-FOOT CONCRETE BOX CULVERT OVER BRUSHY
 BS1230'CREEK, ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0627 ***********************************************************************
 EE0627  DESIGNATION -  908
 EE0627  PID         -  EE0627
 EE0627  STATE/COUNTY-  GA/POLK
 EE0627  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0627
 EE0627                         *CURRENT SURVEY CONTROL
 EE0627  ___________________________________________________________________
 EE0627* NAD 83(1986)-  34 03 02.     (N)    085 14 15.     (W)     SCALED    
 EE0627* NAVD 88     -       272.324  (meters)     893.45   (feet)  ADJUSTED  
 EE0627  ___________________________________________________________________
 EE0627  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE0627  DYNAMIC HT  -         272.039 (meters)     892.51  (feet)  COMP
 EE0627  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 EE0627
 EE0627  VERT ORDER  -  FIRST     CLASS II
 EE0627
 EE0627.The horizontal coordinates were scaled from a topographic map and have
 EE0627.an estimated accuracy of +/- 6 seconds.
 EE0627
 EE0627.The orthometric height was determined by differential leveling
 EE0627.and adjusted by the National Geodetic Survey in June 1991..
 EE0627
 EE0627.The geoid height was determined by GEOID03.
 EE0627
 EE0627.The dynamic height is computed by dividing the NAVD 88
 EE0627.geopotential number by the normal gravity value computed on the
 EE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0627.degrees latitude (g = 980.6199 gals.).
 EE0627
 EE0627.The modeled gravity was interpolated from observed gravity values.
 EE0627
 EE0627;                    North         East    Units  Estimated Accuracy
 EE0627;SPC GA W     -   449,630.      601,140.      MT  (+/- 180 meters Scaled)
 EE0627
 EE0627                          SUPERSEDED SURVEY CONTROL
 EE0627
 EE0627  NGVD 29 (??/??/92)  272.255  (m)          893.22   (f) ADJ UNCH    1 2
 EE0627
 EE0627.Superseded values are not recommended for survey control.
 EE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0627.See file dsdata.txt to determine how the superseded data were derived.
 EE0627
 EE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC626691(NAD 83)
 EE0627_MARKER: P = PIPE CAP
 EE0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EE0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EE0627_STAMPING: 908
 EE0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0627
 EE0627  HISTORY     - Date     Condition        Report By
 EE0627  HISTORY     - UNK      MONUMENTED       USGS
 EE0627  HISTORY     - 1972     GOOD             NGS
 EE0627
 EE0627                          STATION DESCRIPTION
 EE0627
 EE0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0627'3 MI N FROM CEDARTOWN.
 EE0627'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL AT
 EE0627'CEDARTOWN, THENCE 0.15 MILE WEST ALONG A PAVED ROAD, ABOUT 0.2
 EE0627'MILE SOUTH ALONG U.S. HIGHWAY 27 FROM A LARGE BRICK SCHOOL, THENCE
 EE0627'0.15 MILE WEST ALONG A PAVED ROAD, 55 1/2 FEET NORTH OF THE
 EE0627'CENTER LINE OF THE PAVED ROAD, 88 FEET NORTHWEST OF THE CENTER OF
 EE0627'A JUNCTION OF THE PAVED ROAD AND A GRAVELED ROAD LEADING NORTH,
 EE0627'50.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK FARMHOUSE,
 EE0627'51 FEET SOUTH OF A 40-INCH OAK TREE, ABOUT 3 FEET ABOVE THE LEVEL
 EE0627'OF THE PAVED ROAD, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF AN
 EE0627'IRON PIPE THAT PROJECTS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2335 ***********************************************************************
 EE2335  DESIGNATION -  908 RESET
 EE2335  PID         -  EE2335
 EE2335  STATE/COUNTY-  GA/POLK
 EE2335  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2335
 EE2335                         *CURRENT SURVEY CONTROL
 EE2335  ___________________________________________________________________
 EE2335* NAD 83(1986)-  34 03 02.     (N)    085 14 15.     (W)     SCALED    
 EE2335* NAVD 88     -       272.08   (meters)     892.6    (feet)  RESET     
 EE2335  ___________________________________________________________________
 EE2335  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE2335
 EE2335  VERT ORDER  -  THIRD
 EE2335
 EE2335.The horizontal coordinates were scaled from a topographic map and have
 EE2335.an estimated accuracy of +/- 6 seconds.
 EE2335
 EE2335.The orthometric height was computed from unverified reset data.
 EE2335
 EE2335.The geoid height was determined by GEOID03.
 EE2335
 EE2335;                    North         East    Units  Estimated Accuracy
 EE2335;SPC GA W     -   449,630.      601,140.      MT  (+/- 180 meters Scaled)
 EE2335
 EE2335                          SUPERSEDED SURVEY CONTROL
 EE2335
 EE2335  NGVD 29 (11/20/03)  272.01   (m)          892.4    (f) RESET       3  
 EE2335
 EE2335.Superseded values are not recommended for survey control.
 EE2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2335.See file dsdata.txt to determine how the superseded data were derived.
 EE2335
 EE2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC626691(NAD 83)
 EE2335_MARKER: DD = SURVEY DISK
 EE2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2335_SP_SET: CONCRETE POST
 EE2335_STAMPING: 908 RESET 1982
 EE2335_MARK LOGO: GADT  
 EE2335_PROJECTION: FLUSH
 EE2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2335+STABILITY: SURFACE MOTION
 EE2335
 EE2335  HISTORY     - Date     Condition        Report By
 EE2335  HISTORY     - 1982     MONUMENTED       GADT
 EE2335
 EE2335                          STATION DESCRIPTION
 EE2335
 EE2335'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982
 EE2335'4.7 KM (2.90 MI) NORTH FROM CEDARTOWN.
 EE2335'2.9 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL IN
 EE2335'CEDARTOWN, THENCE LEFT WESTERLY 0.15 MILES ON CHEROKEE ROAD TO A
 EE2335'WHITE HOUSE WITH GREEN SHUTTERS AND SLIDING GLASS DOORS ON THE NORTH
 EE2335'SIDE OF THE ROAD.  16.3 M (53.5 FT) NORTH OF CHEROKEE ROAD
 EE2335'CENTERLINE, 15.4 M (50.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EE2335'HOUSE, 16.5 M (54.1 FT) SOUTH OF A 1.3 METER OAK TREE IN FRONT OF THE
 EE2335'HOUSE AND 12.7 M (41.7 FT) NORTHEAST OF A 0.7 METER LIVE OAK TREE.
 EE2335'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1229 ***********************************************************************
 BS1229  DESIGNATION -  91 WLC USGS
 BS1229  PID         -  BS1229
 BS1229  STATE/COUNTY-  GA/COOK
 BS1229  USGS QUAD   -  LENOX (1973)
 BS1229
 BS1229                         *CURRENT SURVEY CONTROL
 BS1229  ___________________________________________________________________
 BS1229* NAD 83(1986)-  31 16 17.     (N)    083 26 00.     (W)     SCALED    
 BS1229* NAVD 88     -        79.827  (meters)     261.90   (feet)  ADJUSTED  
 BS1229  ___________________________________________________________________
 BS1229  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BS1229  DYNAMIC HT  -          79.730 (meters)     261.58  (feet)  COMP
 BS1229  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 BS1229
 BS1229  VERT ORDER  -  SECOND    CLASS 0
 BS1229
 BS1229.The horizontal coordinates were scaled from a topographic map and have
 BS1229.an estimated accuracy of +/- 6 seconds.
 BS1229
 BS1229.The orthometric height was determined by differential leveling
 BS1229.and adjusted by the National Geodetic Survey in June 1991..
 BS1229
 BS1229.The geoid height was determined by GEOID03.
 BS1229
 BS1229.The dynamic height is computed by dividing the NAVD 88
 BS1229.geopotential number by the normal gravity value computed on the
 BS1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1229.degrees latitude (g = 980.6199 gals.).
 BS1229
 BS1229.The modeled gravity was interpolated from observed gravity values.
 BS1229
 BS1229;                    North         East    Units  Estimated Accuracy
 BS1229;SPC GA W     -   141,170.      769,830.      MT  (+/- 180 meters Scaled)
 BS1229
 BS1229                          SUPERSEDED SURVEY CONTROL
 BS1229
 BS1229.No superseded survey control is available for this station.
 BS1229
 BS1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ683622(NAD 83)
 BS1229_MARKER: DD = SURVEY DISK
 BS1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1229_SP_SET: CULVERT
 BS1229_STAMPING: 91 WLC 1972
 BS1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1229
 BS1229  HISTORY     - Date     Condition        Report By
 BS1229  HISTORY     - 1972     MONUMENTED       USGS
 BS1229
 BS1229                          STATION DESCRIPTION
 BS1229
 BS1229'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 BS1229'2.0 MI E FROM LENOX.
 BS1229'ABOUT 2.0 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1229'AND U. S. HIGHWAY 41 AT LENOX, 14 1/2 FEET NORTH OF THE CENTER LINE OF
 BS1229'THE ROAD, SET IN THE TOP AND 0.6 FOOT WEST OF THE EAST END OF THE
 BS1229'NORTH CONCRETE HEADWALL FOR AN 8-FOOT CONCRETE BOX CULVERT, ABOUT
 BS1229'LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI6875 ***********************************************************************
 AI6875  DESIGNATION -  92 0006
 AI6875  PID         -  AI6875
 AI6875  STATE/COUNTY-  GA/DE KALB
 AI6875  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AI6875
 AI6875                         *CURRENT SURVEY CONTROL
 AI6875  ___________________________________________________________________
 AI6875* NAD 83(1994)-  33 48 17.15340(N)    084 20 16.13333(W)     ADJUSTED  
 AI6875* NAVD 88     -       271.3    (meters)     890.     (feet)  GPS OBS   
 AI6875  ___________________________________________________________________
 AI6875  X           -     523,460.317 (meters)                     COMP
 AI6875  Y           -  -5,279,652.065 (meters)                     COMP
 AI6875  Z           -   3,528,607.179 (meters)                     COMP
 AI6875  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AI6875  ELLIP HEIGHT-         241.79  (meters)          (08/02/00) GPS OBS
 AI6875  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AI6875
 AI6875  HORZ ORDER  -  FIRST
 AI6875  ELLP ORDER  -  THIRD     CLASS II
 AI6875
 AI6875.The horizontal coordinates were established by GPS observations
 AI6875.and adjusted by the National Geodetic Survey in August 2000..
 AI6875
 AI6875.The orthometric height was determined by GPS observations and a
 AI6875.high-resolution geoid model.
 AI6875
 AI6875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6875
 AI6875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6875
 AI6875.The ellipsoidal height was determined by GPS observations
 AI6875.and is referenced to NAD 83.
 AI6875
 AI6875.The geoid height was determined by GEOID03.
 AI6875
 AI6875;                    North         East     Units Scale Factor Converg.
 AI6875;SPC GA W     -   421,863.416   684,154.009   MT  0.99990309   -0 05 42.8
 AI6875;SPC GA W     - 1,384,063.56  2,244,595.28   sFT  0.99990309   -0 05 42.8
 AI6875;UTM  16      - 3,743,695.783   746,442.090   MT  1.00034878   +1 28 54.8
 AI6875
 AI6875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6875!SPC GA W     -   0.99996204  x   0.99990309  =   0.99986514
 AI6875!UTM  16      -   0.99996204  x   1.00034878  =   1.00031081
 AI6875
 AI6875                          SUPERSEDED SURVEY CONTROL
 AI6875
 AI6875.No superseded survey control is available for this station.
 AI6875
 AI6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4644243696(NAD 83)
 AI6875_MARKER: DD = SURVEY DISK
 AI6875_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI6875_SP_SET: SET IN A CONCRETE SIDEWALK
 AI6875_STAMPING: 92-0006
 AI6875_MARK LOGO: GA0280
 AI6875_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6875+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6875
 AI6875  HISTORY     - Date     Condition        Report By
 AI6875  HISTORY     - 1999     MONUMENTED       GA0280
 AI6875
 AI6875                          STATION DESCRIPTION
 AI6875
 AI6875'DESCRIBED BY CITY OF ATLANTA GEORGIA 1999
 AI6875'THIS STATION IS LOCATED IN THE METROPOLITAN AREA OF ATLANTA, NORTH OF
 AI6875'THE COMMUNITY OF DECATUR, NORTH QUADRANT OF THE INTERSECTION OF
 AI6875'ZONOLITE ROAD, JOHNSON ROAD, AND BRIARCLIFF ROAD.
 AI6875'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 WITH STATE
 AI6875'HIGHWAY 43 (NORTH DRUID HILLS ROAD) BRIDGE (EXIT 31) , GO SOUTHEAST
 AI6875'0.40 MI (0.64 KM) TO THE JUNCTION OF HIGHWAY 43 (NORTH DRUID HILLS
 AI6875'ROAD) WITH HIGHWAY 43 (BRIARCLIFF ROAD) , TURN RIGHT AND GO SOUTH 1.85
 AI6875'MI (2.98 KM) ON HIGHWAY 43 (BRIARCLIFF ROAD) TO THE STATION ON THE
 AI6875'RIGHT.  (HIGHWAY 53 TURN AT THIS INTERSECTION).
 AI6875'THE STATION IS A CITY OF ATLANTA DEPARTMENT OF PUBLIC WORKS DISK
 AI6875'STAMPED --92-0006-- SET INTO THE TOP OF A CONCRETE SIDEWALK.  THE
 AI6875'STATION IS, 47.5 FT (14.5 M) NORTHEAST OF A METAL POST FOR A STOP
 AI6875'SIGN, 40.2 FT (12.3 M) SOUTH OF A UTILITY POLE, 24.2 FT (7.4 M)
 AI6875'SOUTHEAST OF THE SOUTHEAST FACE OF A BRICK WALL, 3.7 FT (1.1 M)
 AI6875'NORTHWEST OF THE BACK-OF-CURB OF BRIARCLIFF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1228 ***********************************************************************
 BS1228  DESIGNATION -  92 WLC USGS
 BS1228  PID         -  BS1228
 BS1228  STATE/COUNTY-  GA/COOK
 BS1228  USGS QUAD   -  LENOX (1973)
 BS1228
 BS1228                         *CURRENT SURVEY CONTROL
 BS1228  ___________________________________________________________________
 BS1228* NAD 83(1986)-  31 16 00.     (N)    083 25 10.     (W)     SCALED    
 BS1228* NAVD 88     -        81.365  (meters)     266.94   (feet)  ADJUSTED  
 BS1228  ___________________________________________________________________
 BS1228  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1228  DYNAMIC HT  -          81.265 (meters)     266.62  (feet)  COMP
 BS1228  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 BS1228
 BS1228  VERT ORDER  -  SECOND    CLASS 0
 BS1228
 BS1228.The horizontal coordinates were scaled from a topographic map and have
 BS1228.an estimated accuracy of +/- 6 seconds.
 BS1228
 BS1228.The orthometric height was determined by differential leveling
 BS1228.and adjusted by the National Geodetic Survey in June 1991..
 BS1228
 BS1228.The geoid height was determined by GEOID03.
 BS1228
 BS1228.The dynamic height is computed by dividing the NAVD 88
 BS1228.geopotential number by the normal gravity value computed on the
 BS1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1228.degrees latitude (g = 980.6199 gals.).
 BS1228
 BS1228.The modeled gravity was interpolated from observed gravity values.
 BS1228
 BS1228;                    North         East    Units  Estimated Accuracy
 BS1228;SPC GA W     -   140,650.      771,160.      MT  (+/- 180 meters Scaled)
 BS1228
 BS1228                          SUPERSEDED SURVEY CONTROL
 BS1228
 BS1228.No superseded survey control is available for this station.
 BS1228
 BS1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ696616(NAD 83)
 BS1228_MARKER: DD = SURVEY DISK
 BS1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1228_STAMPING: 92 WLC 1972
 BS1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1228+STABILITY: SURFACE MOTION
 BS1228
 BS1228  HISTORY     - Date     Condition        Report By
 BS1228  HISTORY     - 1972     MONUMENTED       USGS
 BS1228  HISTORY     - 1973     GOOD             NGS
 BS1228
 BS1228                          STATION DESCRIPTION
 BS1228
 BS1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1228'2.9 MI E FROM LENOX.
 BS1228'ABOUT 2.9 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1228'AND U. S. HIGHWAY 41 AT LENOX, 0.15 MILE WEST OF A JUNCTION OF LENOX
 BS1228'ROAD AND A COUNTY ROAD LEADING SOUTH, 46 1/2 FEET NORTH OF THE CENTER
 BS1228'LINE OF THE ROAD, 52 FEET NORTHEAST OF THE CENTER OF A JUNCTION OF
 BS1228'LENOX ROAD AND A DRIVEWAY LEADING NORTH, 35 FEET EAST OF THE CENTER
 BS1228'LINE OF THE DRIVEWAY, 14 1/2 FEET NORTHEAST OF AN 18-INCH PALM TREE, 3
 BS1228'FEET NORTHEAST OF A POST WHICH BEARS A WITNESS SIGN AND TELEPHONE
 BS1228'JUNCTION BOX NUMBER A-24, ABOUT LEVEL WITH LENOX ROAD, AND SET IN THE
 BS1228'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0656 ***********************************************************************
 ED0656  DESIGNATION -  929.5
 ED0656  PID         -  ED0656
 ED0656  STATE/COUNTY-  GA/JACKSON
 ED0656  USGS QUAD   -  MAYSVILLE (1985)
 ED0656
 ED0656                         *CURRENT SURVEY CONTROL
 ED0656  ___________________________________________________________________
 ED0656* NAD 83(1986)-  34 15 32.     (N)    083 34 27.     (W)     SCALED    
 ED0656* NAVD 88     -       283.137  (meters)     928.93   (feet)  ADJUSTED  
 ED0656  ___________________________________________________________________
 ED0656  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ED0656  DYNAMIC HT  -         282.838 (meters)     927.94  (feet)  COMP
 ED0656  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 ED0656
 ED0656  VERT ORDER  -  SECOND    CLASS 0
 ED0656
 ED0656.The horizontal coordinates were scaled from a topographic map and have
 ED0656.an estimated accuracy of +/- 6 seconds.
 ED0656
 ED0656.The orthometric height was determined by differential leveling
 ED0656.and adjusted by the National Geodetic Survey in June 1991..
 ED0656
 ED0656.The geoid height was determined by GEOID03.
 ED0656
 ED0656.The dynamic height is computed by dividing the NAVD 88
 ED0656.geopotential number by the normal gravity value computed on the
 ED0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0656.degrees latitude (g = 980.6199 gals.).
 ED0656
 ED0656.The modeled gravity was interpolated from observed gravity values.
 ED0656
 ED0656;                    North         East    Units  Estimated Accuracy
 ED0656;SPC GA W     -   472,380.      754,570.      MT  (+/- 180 meters Scaled)
 ED0656
 ED0656                          SUPERSEDED SURVEY CONTROL
 ED0656
 ED0656  NGVD 29 (??/??/92)  283.147  (m)          928.96   (f) ADJ UNCH    2 0
 ED0656
 ED0656.Superseded values are not recommended for survey control.
 ED0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0656.See file dsdata.txt to determine how the superseded data were derived.
 ED0656
 ED0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT629938(NAD 83)
 ED0656_MARKER: N = NAIL
 ED0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0656_SP_SET: TREE
 ED0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0656
 ED0656  HISTORY     - Date     Condition        Report By
 ED0656  HISTORY     - UNK      MONUMENTED       USGS
 ED0656  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0656  HISTORY     - 1976     MARK NOT FOUND   NGS
 ED0656
 ED0656                          STATION DESCRIPTION
 ED0656
 ED0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0656'0.9 MI NW FROM MAYSVILLE.
 ED0656'THO THERE IS NO LONGER A TRIANGLE AT THE ROAD INTERSECTION, BUT
 ED0656'THERE IS ONE TREE THAT OTHERWISE ANSWERS THE DESCRIPTION.  THE
 ED0656'LONG-TIME RESIDENTS IN WHOSE YARD THE TREE STANDS STATED THAT
 ED0656'THEY COULD NOT REMEMBER ANY OTHER TREE THAT COULD HAVE ANSWERED
 ED0656'THE DESCRIPTION.  NO MARK WAS FOUND ON THE PRESENT TREE, AND THE
 ED0656'RESIDENTS COULD NOT REMEMBER HAVING SEEN ONE.  IN JACKSON COUNTY,
 ED0656'0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM MAYSVILLE, BANKS
 ED0656'COUNTY, ABOUT 100 FEET SOUTHWEST OF THE TRACK, IN THE CENTER OF
 ED0656'THE TRIANGLE AT THE FORK OF THE ROADS, AND IN THE ROOT OF A 26-INCH
 ED0656'OAK TREE MARKED BY THE PAINTED LETTERS USBM 929.5.  A UNITED
 ED0656'STATES GEOLOGICAL SURVEY STANDARD NAIL AND WASHER.
 ED0656
 ED0656                          STATION RECOVERY (1976)
 ED0656
 ED0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1488 ***********************************************************************
 BD1488  DESIGNATION -  93
 BD1488  PID         -  BD1488
 BD1488  STATE/COUNTY-  GA/CHARLTON
 BD1488  USGS QUAD   -  NEWELL (1988)
 BD1488
 BD1488                         *CURRENT SURVEY CONTROL
 BD1488  ___________________________________________________________________
 BD1488* NAD 83(1986)-  30 52 57.     (N)    082 01 08.     (W)     SCALED    
 BD1488* NAVD 88     -        28.173  (meters)      92.43   (feet)  ADJUSTED  
 BD1488  ___________________________________________________________________
 BD1488  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD1488  DYNAMIC HT  -          28.138 (meters)      92.32  (feet)  COMP
 BD1488  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 BD1488
 BD1488  VERT ORDER  -  SECOND    CLASS 0
 BD1488
 BD1488.The horizontal coordinates were scaled from a topographic map and have
 BD1488.an estimated accuracy of +/- 6 seconds.
 BD1488
 BD1488.The orthometric height was determined by differential leveling
 BD1488.and adjusted by the National Geodetic Survey in June 1991..
 BD1488
 BD1488.The geoid height was determined by GEOID03.
 BD1488
 BD1488.The dynamic height is computed by dividing the NAVD 88
 BD1488.geopotential number by the normal gravity value computed on the
 BD1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1488.degrees latitude (g = 980.6199 gals.).
 BD1488
 BD1488.The modeled gravity was interpolated from observed gravity values.
 BD1488
 BD1488;                    North         East    Units  Estimated Accuracy
 BD1488;SPC GA E     -    97,830.      214,130.      MT  (+/- 180 meters Scaled)
 BD1488
 BD1488                          SUPERSEDED SURVEY CONTROL
 BD1488
 BD1488  NGVD 29 (??/??/92)   28.512  (m)           93.54   (f) ADJ UNCH    2 0
 BD1488
 BD1488.Superseded values are not recommended for survey control.
 BD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1488.See file dsdata.txt to determine how the superseded data were derived.
 BD1488
 BD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ026170(NAD 83)
 BD1488_MARKER: P = PIPE CAP
 BD1488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BD1488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BD1488_STAMPING: 93
 BD1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1488
 BD1488  HISTORY     - Date     Condition        Report By
 BD1488  HISTORY     - UNK      MONUMENTED       USGS
 BD1488  HISTORY     - 1956     MARK NOT FOUND   NGS
 BD1488
 BD1488                          STATION DESCRIPTION
 BD1488
 BD1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BD1488'4 MI S FROM NEWELL.
 BD1488'4 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BD1488'STATION AT NEWELL, CHARLTON COUNTY, AT BURCH, ACROSS THE TRACK FROM
 BD1488'MILEPOST S 108, 15 YARDS SOUTH OF A SEMAPHORE, AND 50 FEET
 BD1488'WEST OF THE WEST RAIL OF THE MAIN TRACK.  A UNITED STATES
 BD1488'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 93 AND RIVETED ON THE
 BD1488'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 BD1488'NOTE-- THE AREA AT THIS LOCATION HAS BEEN GRADED AND DIRT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1227 ***********************************************************************
 BS1227  DESIGNATION -  93 WLC USGS
 BS1227  PID         -  BS1227
 BS1227  STATE/COUNTY-  GA/COOK
 BS1227  USGS QUAD   -  LENOX (1973)
 BS1227
 BS1227                         *CURRENT SURVEY CONTROL
 BS1227  ___________________________________________________________________
 BS1227* NAD 83(1986)-  31 15 46.     (N)    083 24 26.     (W)     SCALED    
 BS1227* NAVD 88     -        76.911  (meters)     252.33   (feet)  ADJUSTED  
 BS1227  ___________________________________________________________________
 BS1227  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BS1227  DYNAMIC HT  -          76.817 (meters)     252.02  (feet)  COMP
 BS1227  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 BS1227
 BS1227  VERT ORDER  -  SECOND    CLASS 0
 BS1227
 BS1227.The horizontal coordinates were scaled from a topographic map and have
 BS1227.an estimated accuracy of +/- 6 seconds.
 BS1227
 BS1227.The orthometric height was determined by differential leveling
 BS1227.and adjusted by the National Geodetic Survey in June 1991..
 BS1227
 BS1227.The geoid height was determined by GEOID03.
 BS1227
 BS1227.The dynamic height is computed by dividing the NAVD 88
 BS1227.geopotential number by the normal gravity value computed on the
 BS1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1227.degrees latitude (g = 980.6199 gals.).
 BS1227
 BS1227.The modeled gravity was interpolated from observed gravity values.
 BS1227
 BS1227;                    North         East    Units  Estimated Accuracy
 BS1227;SPC GA W     -   140,230.      772,320.      MT  (+/- 180 meters Scaled)
 BS1227
 BS1227                          SUPERSEDED SURVEY CONTROL
 BS1227
 BS1227.No superseded survey control is available for this station.
 BS1227
 BS1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ707612(NAD 83)
 BS1227_MARKER: DD = SURVEY DISK
 BS1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1227_STAMPING: 93 WLC 1972
 BS1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1227+STABILITY: SURFACE MOTION
 BS1227
 BS1227  HISTORY     - Date     Condition        Report By
 BS1227  HISTORY     - 1972     MONUMENTED       USGS
 BS1227  HISTORY     - 1973     GOOD             NGS
 BS1227
 BS1227                          STATION DESCRIPTION
 BS1227
 BS1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1227'3.75 MI E FROM LENOX.
 BS1227'ABOUT 3.75 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1227'AND U. S. HIGHWAY 41 AT LENOX, 0.9 MILE WEST OF THE CONCRETE BRIDGE
 BS1227'OVER NEW RIVER, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29 1/2
 BS1227'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH COUNTY ROAD, 76 1/2 FEET
 BS1227'SOUTH AND ACROSS LENOX ROAD FROM TELEPHONE POLE NUMBER A-28, 11 FEET
 BS1227'NORTHEAST OF AN 18-INCH PINE TREE, 0.7 FOOT NORTH OF A METAL WITNESS
 BS1227'POST, ABOUT LEVEL WITH LENOX ROAD, AND SET IN THE TOP OF A CONCRETE
 BS1227'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0237 ***********************************************************************
 EE0237  DESIGNATION -  934
 EE0237  PID         -  EE0237
 EE0237  STATE/COUNTY-  GA/CHEROKEE
 EE0237  USGS QUAD   -  SOUTH CANTON (1997)
 EE0237
 EE0237                         *CURRENT SURVEY CONTROL
 EE0237  ___________________________________________________________________
 EE0237* NAD 83(1986)-  34 07 59.     (N)    084 31 06.     (W)     SCALED    
 EE0237* NAVD 88     -       284.595  (meters)     933.71   (feet)  ADJUSTED  
 EE0237  ___________________________________________________________________
 EE0237  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0237  DYNAMIC HT  -         284.288 (meters)     932.70  (feet)  COMP
 EE0237  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 EE0237
 EE0237  VERT ORDER  -  SECOND    CLASS 0
 EE0237
 EE0237.The horizontal coordinates were scaled from a topographic map and have
 EE0237.an estimated accuracy of +/- 6 seconds.
 EE0237
 EE0237.The orthometric height was determined by differential leveling
 EE0237.and adjusted by the National Geodetic Survey in June 1991..
 EE0237
 EE0237.The geoid height was determined by GEOID03.
 EE0237
 EE0237.The dynamic height is computed by dividing the NAVD 88
 EE0237.geopotential number by the normal gravity value computed on the
 EE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0237.degrees latitude (g = 980.6199 gals.).
 EE0237
 EE0237.The modeled gravity was interpolated from observed gravity values.
 EE0237
 EE0237;                    North         East    Units  Estimated Accuracy
 EE0237;SPC GA W     -   458,320.      667,570.      MT  (+/- 180 meters Scaled)
 EE0237
 EE0237                          SUPERSEDED SURVEY CONTROL
 EE0237
 EE0237  NGVD 29 (??/??/92)  284.555  (m)          933.58   (f) ADJ UNCH    2 0
 EE0237
 EE0237.Superseded values are not recommended for survey control.
 EE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0237.See file dsdata.txt to determine how the superseded data were derived.
 EE0237
 EE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC288796(NAD 83)
 EE0237_MARKER: Q = CHISELED SQUARE
 EE0237_SETTING: 66 = SET IN ROCK OUTCROP
 EE0237_SP_SET: SANDSTONE LEDGE
 EE0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0237+STABILITY: POSITION/ELEVATION WELL
 EE0237
 EE0237  HISTORY     - Date     Condition        Report By
 EE0237  HISTORY     - UNK      MONUMENTED       USGS
 EE0237  HISTORY     - 1953     GOOD             NGS
 EE0237  HISTORY     - 1972     MARK NOT FOUND   USGS
 EE0237
 EE0237                          STATION DESCRIPTION
 EE0237
 EE0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0237'0.9 MI S FROM TOONIGH.
 EE0237'THE STATION IS LOCATED 0.9 MILE SOUTH OF TOONIGH, ALONG THE
 EE0237'LOUISVILLE AND NASHVILLE RAILROAD, 68 PACES NORTH OF MILEPOST
 EE0237'463, 33 FEET SOUTH-SOUTHWEST OF TELEGRAPH POLE NO. 484 AND 8.5
 EE0237'FEET EAST OF THE EAST RAIL.  IT IS AT THE MIDDLE OF A CURVE IN
 EE0237'THE TRACKS.  IT IS A CHISELED SQUARE IN A SANDSTONE LEDGE.  IT IS
 EE0237'ABOUT 1 FOOT LOWER THAN THE TRACKS.
 EE0237
 EE0237                          STATION RECOVERY (1972)
 EE0237
 EE0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EE0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0029 ***********************************************************************
 CK0029  DESIGNATION -  94
 CK0029  PID         -  CK0029
 CK0029  STATE/COUNTY-  GA/BRYAN
 CK0029  USGS QUAD   -  LANIER (1976)
 CK0029
 CK0029                         *CURRENT SURVEY CONTROL
 CK0029  ___________________________________________________________________
 CK0029* NAD 83(1986)-  32 08 06.     (N)    081 37 27.     (W)     SCALED    
 CK0029* NAVD 88     -        28.439  (meters)      93.30   (feet)  ADJUSTED  
 CK0029  ___________________________________________________________________
 CK0029  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CK0029  DYNAMIC HT  -          28.406 (meters)      93.20  (feet)  COMP
 CK0029  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 CK0029
 CK0029  VERT ORDER  -  SECOND    CLASS 0
 CK0029
 CK0029.The horizontal coordinates were scaled from a topographic map and have
 CK0029.an estimated accuracy of +/- 6 seconds.
 CK0029
 CK0029.The orthometric height was determined by differential leveling
 CK0029.and adjusted by the National Geodetic Survey in June 1991..
 CK0029
 CK0029.The geoid height was determined by GEOID03.
 CK0029
 CK0029.The dynamic height is computed by dividing the NAVD 88
 CK0029.geopotential number by the normal gravity value computed on the
 CK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0029.degrees latitude (g = 980.6199 gals.).
 CK0029
 CK0029.The modeled gravity was interpolated from observed gravity values.
 CK0029
 CK0029;                    North         East    Units  Estimated Accuracy
 CK0029;SPC GA E     -   236,810.      251,180.      MT  (+/- 180 meters Scaled)
 CK0029
 CK0029                          SUPERSEDED SURVEY CONTROL
 CK0029
 CK0029  NGVD 29 (??/??/92)   28.688  (m)           94.12   (f) ADJ UNCH    2 0
 CK0029
 CK0029.Superseded values are not recommended for survey control.
 CK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0029.See file dsdata.txt to determine how the superseded data were derived.
 CK0029
 CK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR411555(NAD 83)
 CK0029_MARKER: P = PIPE CAP
 CK0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0029_STAMPING: 94 1918
 CK0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0029
 CK0029  HISTORY     - Date     Condition        Report By
 CK0029  HISTORY     - 1918     MONUMENTED       USGS
 CK0029  HISTORY     - 1935     GOOD             NGS
 CK0029  HISTORY     - 19890609 MARK NOT FOUND   USPSQD
 CK0029  HISTORY     - 20010216 MARK NOT FOUND   NGS
 CK0029
 CK0029                          STATION DESCRIPTION
 CK0029
 CK0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CK0029'AT PEMBROKE.
 CK0029'AT PREMBROKE, BYAN COUNTY, ABOUT 116 YARDS WEST OF THE WEST SIDE
 CK0029'OF THE SEABOARD AIR LINE RAILWAY STATION, 55 FEET SOUTHWEST OF
 CK0029'THE CENTER OF THE SECOND ROAD CROSSING WEST OF THE STATION, 50
 CK0029'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 2 FEET
 CK0029'SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE YARD.  A UNITED STATES
 CK0029'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 94 1918 AND RIVETED ON
 CK0029'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 2 INCHES
 CK0029'ABOVE GROUND..
 CK0029
 CK0029                          STATION RECOVERY (1989)
 CK0029
 CK0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDS)
 CK0029'MARK NOT FOUND.
 CK0029
 CK0029                          STATION RECOVERY (2001)
 CK0029
 CK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK0029'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CK0029' 
 CK0029' 
 CK0029' 
 CK0029'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1226 ***********************************************************************
 BS1226  DESIGNATION -  94 WLC USGS
 BS1226  PID         -  BS1226
 BS1226  STATE/COUNTY-  GA/BERRIEN
 BS1226  USGS QUAD   -  LENOX (1973)
 BS1226
 BS1226                         *CURRENT SURVEY CONTROL
 BS1226  ___________________________________________________________________
 BS1226* NAD 83(1986)-  31 16 05.     (N)    083 23 37.     (W)     SCALED    
 BS1226* NAVD 88     -        69.935  (meters)     229.45   (feet)  ADJUSTED  
 BS1226  ___________________________________________________________________
 BS1226  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BS1226  DYNAMIC HT  -          69.849 (meters)     229.16  (feet)  COMP
 BS1226  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BS1226
 BS1226  VERT ORDER  -  SECOND    CLASS 0
 BS1226
 BS1226.The horizontal coordinates were scaled from a topographic map and have
 BS1226.an estimated accuracy of +/- 6 seconds.
 BS1226
 BS1226.The orthometric height was determined by differential leveling
 BS1226.and adjusted by the National Geodetic Survey in June 1991..
 BS1226
 BS1226.The geoid height was determined by GEOID03.
 BS1226
 BS1226.The dynamic height is computed by dividing the NAVD 88
 BS1226.geopotential number by the normal gravity value computed on the
 BS1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1226.degrees latitude (g = 980.6199 gals.).
 BS1226
 BS1226.The modeled gravity was interpolated from observed gravity values.
 BS1226
 BS1226;                    North         East    Units  Estimated Accuracy
 BS1226;SPC GA W     -   140,820.      773,620.      MT  (+/- 180 meters Scaled)
 BS1226
 BS1226                          SUPERSEDED SURVEY CONTROL
 BS1226
 BS1226.No superseded survey control is available for this station.
 BS1226
 BS1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ721617(NAD 83)
 BS1226_MARKER: DD = SURVEY DISK
 BS1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1226_SP_SET: BRIDGE
 BS1226_STAMPING: 94 WLC 1972
 BS1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1226
 BS1226  HISTORY     - Date     Condition        Report By
 BS1226  HISTORY     - 1972     MONUMENTED       USGS
 BS1226  HISTORY     - 1973     GOOD             NGS
 BS1226
 BS1226                          STATION DESCRIPTION
 BS1226
 BS1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1226'4.65 MI E FROM LENOX.
 BS1226'ABOUT 4.65 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1226'AND U. S. HIGHWAY 41 AT LENOX, 19 FEET NORTHWEST OF THE CENTER LINE OF
 BS1226'THE ROAD, SET IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END OF THE
 BS1226'NORTH WINGWALL FOR A CONCRETE BRIDGE OVER NEW RIVER, ABOUT LEVEL WITH
 BS1226'THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0653 ***********************************************************************
 ED0653  DESIGNATION -  941.6
 ED0653  PID         -  ED0653
 ED0653  STATE/COUNTY-  GA/BANKS
 ED0653  USGS QUAD   -  GILLSVILLE (1985)
 ED0653
 ED0653                         *CURRENT SURVEY CONTROL
 ED0653  ___________________________________________________________________
 ED0653* NAD 83(1986)-  34 18 28.     (N)    083 38 04.     (W)     SCALED    
 ED0653* NAVD 88     -       286.80   (+/-2cm)     940.9    (feet)  VERTCON   
 ED0653  ___________________________________________________________________
 ED0653  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED0653
 ED0653  VERT ORDER  -  ? (See Below)
 ED0653
 ED0653.The horizontal coordinates were scaled from a topographic map and have
 ED0653.an estimated accuracy of +/- 6 seconds.
 ED0653
 ED0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0653.The vertical order pertains to the NGVD 29 superseded value.
 ED0653
 ED0653.The geoid height was determined by GEOID03.
 ED0653
 ED0653;                    North         East    Units  Estimated Accuracy
 ED0653;SPC GA W     -   477,770.      748,990.      MT  (+/- 180 meters Scaled)
 ED0653
 ED0653                          SUPERSEDED SURVEY CONTROL
 ED0653
 ED0653  NGVD 29 (??/??/92)  286.795  (m)          940.93   (f) ADJ UNCH    ?  
 ED0653
 ED0653.Superseded values are not recommended for survey control.
 ED0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0653.See file dsdata.txt to determine how the superseded data were derived.
 ED0653
 ED0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT575994(NAD 83)
 ED0653_MARKER: DD = SURVEY DISK
 ED0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0653_SP_SET: TREE
 ED0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0653
 ED0653  HISTORY     - Date     Condition        Report By
 ED0653  HISTORY     - UNK      MONUMENTED       USGS
 ED0653  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0653
 ED0653                          STATION DESCRIPTION
 ED0653
 ED0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0653'0.7 MI SE FROM GILLSVILLE.
 ED0653'AN OAK WAS FOUND THAT IS BELIEVED TO BE THAT OF THE ORIGINAL
 ED0653'DESCRIPTION.  IF THIS BE TRUE, THE ORIGINAL MARK IS BELIEVED
 ED0653'DESTROYED OR OVERGROWN TO CONTAINMENT WITHIN THE TREE.  *NOTE--
 ED0653'THE COUNTY IN WHICH THE MARK IS LOCATED IS HEREIN CHANGED TO
 ED0653'BANKS INSTEAD OF HALL AS IN THE ORIGINAL DESCRIPTION.  THIS IS
 ED0653'BECAUSE THE ORIGINAL DESCRIPTION STATES THAT THE TREE IS 100 FEET
 ED0653'NORTH OF A CROSSING, AND THE LINE BETWEEN THE COUNTIES WAS
 ED0653'DESCRIBED BY TWO OR THREE PERSONS AS BEING THE OLD ROAD FROM LULA
 ED0653'TO GILLSVILLE TO MAYSVILLE AND ON TO COMMERCE.  A 1951 MAP OF THE
 ED0653'STATE HIGHWAY DEPARTMENT SHOWS THE COUNTY LINE TO BE THE
 ED0653'PAVED NO. 52 GEORGIA HIGHWAY FROM MAYSVILLE TO JUST NW OF
 ED0653'GILLSVILLE, AND THIS LIES ENTIRELY SOUTH AND WEST OF THE RAILROAD.
 ED0653'THE OLD ROAD IN ITS MEANDERING AT THE DESCRIBED LOCATION LIES
 ED0653'SOUTH AND WEST OF 100 FEET NORTH OF A CROSSING.  THE BASIS OF
 ED0653'THESE REMARKS FORMS ALSO THE BASIS OF CHANGING THE COUNTY NAME
 ED0653'IN THE CASE OF A FEW OTHER MARKS IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0061 ***********************************************************************
 EE0061  DESIGNATION -  941.8
 EE0061  PID         -  EE0061
 EE0061  STATE/COUNTY-  GA/CHEROKEE
 EE0061  USGS QUAD   -  CANTON (1992)
 EE0061
 EE0061                         *CURRENT SURVEY CONTROL
 EE0061  ___________________________________________________________________
 EE0061* NAD 83(1986)-  34 12 28.     (N)    084 28 51.     (W)     SCALED    
 EE0061* NAVD 88     -       287.042  (meters)     941.74   (feet)  ADJUSTED  
 EE0061  ___________________________________________________________________
 EE0061  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE0061  DYNAMIC HT  -         286.733 (meters)     940.72  (feet)  COMP
 EE0061  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 EE0061
 EE0061  VERT ORDER  -  SECOND    CLASS 0
 EE0061
 EE0061.The horizontal coordinates were scaled from a topographic map and have
 EE0061.an estimated accuracy of +/- 6 seconds.
 EE0061
 EE0061.The orthometric height was determined by differential leveling
 EE0061.and adjusted by the National Geodetic Survey in June 1991..
 EE0061
 EE0061.The geoid height was determined by GEOID03.
 EE0061
 EE0061.The dynamic height is computed by dividing the NAVD 88
 EE0061.geopotential number by the normal gravity value computed on the
 EE0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0061.degrees latitude (g = 980.6199 gals.).
 EE0061
 EE0061.The modeled gravity was interpolated from observed gravity values.
 EE0061
 EE0061;                    North         East    Units  Estimated Accuracy
 EE0061;SPC GA W     -   466,590.      671,050.      MT  (+/- 180 meters Scaled)
 EE0061
 EE0061                          SUPERSEDED SURVEY CONTROL
 EE0061
 EE0061  NGVD 29 (??/??/92)  287.010  (m)          941.63   (f) ADJ UNCH    2 0
 EE0061
 EE0061.Superseded values are not recommended for survey control.
 EE0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0061.See file dsdata.txt to determine how the superseded data were derived.
 EE0061
 EE0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC320880(NAD 83)
 EE0061_MARKER: Q = CHISELED SQUARE
 EE0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0061_SP_SET: CULVERT
 EE0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0061+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 EE0061
 EE0061  HISTORY     - Date     Condition        Report By
 EE0061  HISTORY     - UNK      MONUMENTED       USGS
 EE0061  HISTORY     - 1972     GOOD             NGS
 EE0061  HISTORY     - 20051218 GOOD             LOCENG
 EE0061
 EE0061                          STATION DESCRIPTION
 EE0061
 EE0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0061'2.2 MI S FROM CANTON.
 EE0061'ABOUT 2.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0061'FROM THE STATION AT CANTON, 0.25 MILE SOUTHWEST OF A CROSSING OF
 EE0061'THE RAILROAD AND A ROAD, AT THE NORTHEAST END AND ON THE INSIDE OF
 EE0061'A CURVE IN THE TRACK, 6 1/2 FEET NORTHWEST OF THE NORTHWEST
 EE0061'RAIL, A CHISELED SQUARE ON THE TOP OF A 24-INCH CAST IRON
 EE0061'CULVERT, 166 FEET WEST OF A WHISTLE POST, 84 1/2 FEET NORTH OF
 EE0061'TELEGRAPH POLE NUMBER 678, AND ABOUT 2 1/2 FEET BELOW THE LEVEL
 EE0061'OF THE TRACK.
 EE0061
 EE0061                          STATION RECOVERY (2005)
 EE0061
 EE0061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0061'RECOVERED AS DESCRIBED. SQUARE IS ABOUT 1 INCH FROM END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1225 ***********************************************************************
 BS1225  DESIGNATION -  95 WLC USGS
 BS1225  PID         -  BS1225
 BS1225  STATE/COUNTY-  GA/BERRIEN
 BS1225  USGS QUAD   -  LENOX (1973)
 BS1225
 BS1225                         *CURRENT SURVEY CONTROL
 BS1225  ___________________________________________________________________
 BS1225* NAD 83(1986)-  31 16 00.     (N)    083 22 43.     (W)     SCALED    
 BS1225* NAVD 88     -        77.989  (meters)     255.87   (feet)  ADJUSTED  
 BS1225  ___________________________________________________________________
 BS1225  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1225  DYNAMIC HT  -          77.893 (meters)     255.55  (feet)  COMP
 BS1225  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 BS1225
 BS1225  VERT ORDER  -  SECOND    CLASS 0
 BS1225
 BS1225.The horizontal coordinates were scaled from a topographic map and have
 BS1225.an estimated accuracy of +/- 6 seconds.
 BS1225
 BS1225.The orthometric height was determined by differential leveling
 BS1225.and adjusted by the National Geodetic Survey in June 1991..
 BS1225
 BS1225.The geoid height was determined by GEOID03.
 BS1225
 BS1225.The dynamic height is computed by dividing the NAVD 88
 BS1225.geopotential number by the normal gravity value computed on the
 BS1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1225.degrees latitude (g = 980.6199 gals.).
 BS1225
 BS1225.The modeled gravity was interpolated from observed gravity values.
 BS1225
 BS1225;                    North         East    Units  Estimated Accuracy
 BS1225;SPC GA W     -   140,680.      775,050.      MT  (+/- 180 meters Scaled)
 BS1225
 BS1225                          SUPERSEDED SURVEY CONTROL
 BS1225
 BS1225.No superseded survey control is available for this station.
 BS1225
 BS1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ735615(NAD 83)
 BS1225_MARKER: DD = SURVEY DISK
 BS1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1225_STAMPING: 95 WLC 1972
 BS1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1225+STABILITY: SURFACE MOTION
 BS1225
 BS1225  HISTORY     - Date     Condition        Report By
 BS1225  HISTORY     - 1972     MONUMENTED       USGS
 BS1225  HISTORY     - 1973     GOOD             NGS
 BS1225
 BS1225                          STATION DESCRIPTION
 BS1225
 BS1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1225'5.55 MI E FROM LENOX.
 BS1225'ABOUT 4.85 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1225'AND U. S. HIGHWAY 41 AT LENOX, THENCE 0.7 MILE EAST ALONG A COUNTY
 BS1225'ROAD, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, 63 1/2 FEET EAST
 BS1225'OF A 36-INCH PECAN TREE, 51 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BS1225'A SHED, 11 1/2 FEET WEST OF A FENCE, 9 FEET EAST OF A POWER LINE BRACE
 BS1225'POLE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 BS1225'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0897 ***********************************************************************
 DG0897  DESIGNATION -  950
 DG0897  PID         -  DG0897
 DG0897  STATE/COUNTY-  GA/SPAULDING
 DG0897  USGS QUAD   -  GRIFFIN NORTH (1973)
 DG0897
 DG0897                         *CURRENT SURVEY CONTROL
 DG0897  ___________________________________________________________________
 DG0897* NAD 83(1986)-  33 15 51.     (N)    084 16 56.     (W)     SCALED    
 DG0897* NAVD 88     -       289.826  (meters)     950.87   (feet)  ADJUSTED  
 DG0897  ___________________________________________________________________
 DG0897  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DG0897  DYNAMIC HT  -         289.497 (meters)     949.79  (feet)  COMP
 DG0897  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 DG0897
 DG0897  VERT ORDER  -  FIRST     CLASS I
 DG0897
 DG0897.The horizontal coordinates were scaled from a topographic map and have
 DG0897.an estimated accuracy of +/- 6 seconds.
 DG0897
 DG0897.The orthometric height was determined by differential leveling
 DG0897.and adjusted by the National Geodetic Survey in June 1991..
 DG0897.WARNING-Repeat measurements at this control monument indicate possible
 DG0897.vertical movement.
 DG0897
 DG0897.The geoid height was determined by GEOID03.
 DG0897
 DG0897.The dynamic height is computed by dividing the NAVD 88
 DG0897.geopotential number by the normal gravity value computed on the
 DG0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0897.degrees latitude (g = 980.6199 gals.).
 DG0897
 DG0897.The modeled gravity was interpolated from observed gravity values.
 DG0897
 DG0897;                    North         East    Units  Estimated Accuracy
 DG0897;SPC GA W     -   361,900.      689,230.      MT  (+/- 180 meters Scaled)
 DG0897
 DG0897                          SUPERSEDED SURVEY CONTROL
 DG0897
 DG0897  NGVD 29 (??/??/92)  289.819  (m)          950.85   (f) ADJ UNCH    1 1
 DG0897
 DG0897.Superseded values are not recommended for survey control.
 DG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0897.See file dsdata.txt to determine how the superseded data were derived.
 DG0897
 DG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB531838(NAD 83)
 DG0897_MARKER: DD = SURVEY DISK
 DG0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0897_SP_SET: BUILDING
 DG0897_STAMPING: 950 950.848
 DG0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0897
 DG0897  HISTORY     - Date     Condition        Report By
 DG0897  HISTORY     - UNK      MONUMENTED       USGS
 DG0897  HISTORY     - 1958     GOOD             NGS
 DG0897  HISTORY     - 1968     GOOD             NGS
 DG0897
 DG0897                          STATION DESCRIPTION
 DG0897
 DG0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0897'1.4 MI NW FROM GRIFFIN.
 DG0897'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0897'STATION AT GRIFFIN, AT EXPERIMENT, 108 YARDS WEST-SOUTHWEST OF
 DG0897'AND ACROSS THE CENTRAL OF GEORGIA RAILWAY AND BLACK TOP ROAD
 DG0897'FROM THE SOUTHERN RAILWAY TRACK, SET VERTICALLY IN THE EAST
 DG0897'FACE OF THE TWO STORY RED BRICK FLYNT BUILDING OF THE GEORGIA
 DG0897'EXPERIMENT STATION, 0.9 FOOT SOUTH OF NORTHEAST CORNER OF THE
 DG0897'BUILDING AND AT THE UPPER EDGE OF THE CORNER STONE, ABOUT 5.1
 DG0897'FEET ABOVE THE LEVEL OF THE GROUND.
 DG0897
 DG0897                          STATION RECOVERY (1968)
 DG0897
 DG0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1224 ***********************************************************************
 BS1224  DESIGNATION -  96 WLC USGS
 BS1224  PID         -  BS1224
 BS1224  STATE/COUNTY-  GA/BERRIEN
 BS1224  USGS QUAD   -  SAPPS LAKE (1973)
 BS1224
 BS1224                         *CURRENT SURVEY CONTROL
 BS1224  ___________________________________________________________________
 BS1224* NAD 83(1986)-  31 15 43.     (N)    083 21 44.     (W)     SCALED    
 BS1224* NAVD 88     -        66.869  (meters)     219.39   (feet)  ADJUSTED  
 BS1224  ___________________________________________________________________
 BS1224  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BS1224  DYNAMIC HT  -          66.787 (meters)     219.12  (feet)  COMP
 BS1224  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 BS1224
 BS1224  VERT ORDER  -  SECOND    CLASS 0
 BS1224
 BS1224.The horizontal coordinates were scaled from a topographic map and have
 BS1224.an estimated accuracy of +/- 6 seconds.
 BS1224
 BS1224.The orthometric height was determined by differential leveling
 BS1224.and adjusted by the National Geodetic Survey in June 1991..
 BS1224
 BS1224.The geoid height was determined by GEOID03.
 BS1224
 BS1224.The dynamic height is computed by dividing the NAVD 88
 BS1224.geopotential number by the normal gravity value computed on the
 BS1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1224.degrees latitude (g = 980.6199 gals.).
 BS1224
 BS1224.The modeled gravity was interpolated from observed gravity values.
 BS1224
 BS1224;                    North         East    Units  Estimated Accuracy
 BS1224;SPC GA W     -   140,170.      776,610.      MT  (+/- 180 meters Scaled)
 BS1224
 BS1224                          SUPERSEDED SURVEY CONTROL
 BS1224
 BS1224.No superseded survey control is available for this station.
 BS1224
 BS1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ750610(NAD 83)
 BS1224_MARKER: DD = SURVEY DISK
 BS1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1224_SP_SET: BRIDGE SEAT
 BS1224_STAMPING: 96 WLC 1972
 BS1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1224
 BS1224  HISTORY     - Date     Condition        Report By
 BS1224  HISTORY     - 1972     MONUMENTED       USGS
 BS1224  HISTORY     - 1973     GOOD             NGS
 BS1224
 BS1224                          STATION DESCRIPTION
 BS1224
 BS1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1224'6.6 MI E FROM LENOX.
 BS1224'ABOUT 4.85 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1224'AND U. S. HIGHWAY 41 AT LENOX, THENCE 1.75 MILES EAST ALONG A COUNTY
 BS1224'ROAD, OR ABOUT 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE
 BS1224'COUNTY COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE
 BS1224'HIGHWAYS 125 AND 76 AT NASHVILLE, THENCE 2.6 MILES WEST ALONG A COUNTY
 BS1224'ROAD, 14 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND
 BS1224'1.5 FEET SOUTH OF THE NORTH END OF THE EAST BRIDGE SEAT FOR AN 80-FOOT
 BS1224'CONCRETE BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0233 ***********************************************************************
 EE0233  DESIGNATION -  967
 EE0233  PID         -  EE0233
 EE0233  STATE/COUNTY-  GA/CHEROKEE
 EE0233  USGS QUAD   -  KENNESAW (1992)
 EE0233
 EE0233                         *CURRENT SURVEY CONTROL
 EE0233  ___________________________________________________________________
 EE0233* NAD 83(1986)-  34 06 02.     (N)    084 31 12.     (W)     SCALED    
 EE0233* NAVD 88     -       295.056  (meters)     968.03   (feet)  ADJUSTED  
 EE0233  ___________________________________________________________________
 EE0233  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE0233  DYNAMIC HT  -         294.738 (meters)     966.99  (feet)  COMP
 EE0233  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 EE0233
 EE0233  VERT ORDER  -  SECOND    CLASS 0
 EE0233
 EE0233.The horizontal coordinates were scaled from a topographic map and have
 EE0233.an estimated accuracy of +/- 6 seconds.
 EE0233
 EE0233.The orthometric height was determined by differential leveling
 EE0233.and adjusted by the National Geodetic Survey in June 1991..
 EE0233
 EE0233.The geoid height was determined by GEOID03.
 EE0233
 EE0233.The dynamic height is computed by dividing the NAVD 88
 EE0233.geopotential number by the normal gravity value computed on the
 EE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0233.degrees latitude (g = 980.6199 gals.).
 EE0233
 EE0233.The modeled gravity was interpolated from observed gravity values.
 EE0233
 EE0233;                    North         East    Units  Estimated Accuracy
 EE0233;SPC GA W     -   454,710.      667,400.      MT  (+/- 180 meters Scaled)
 EE0233
 EE0233                          SUPERSEDED SURVEY CONTROL
 EE0233
 EE0233  NGVD 29 (??/??/92)  295.012  (m)          967.89   (f) ADJ UNCH    2 0
 EE0233
 EE0233.Superseded values are not recommended for survey control.
 EE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0233.See file dsdata.txt to determine how the superseded data were derived.
 EE0233
 EE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC287760(NAD 83)
 EE0233_MARKER: DD = SURVEY DISK
 EE0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0233_SP_SET: BUILDING
 EE0233_STAMPING: 967.885 ADJ 1903
 EE0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0233+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 EE0233
 EE0233  HISTORY     - Date     Condition        Report By
 EE0233  HISTORY     - 1903     MONUMENTED       USGS
 EE0233  HISTORY     - 1972     GOOD             NGS
 EE0233  HISTORY     - 20060418 GOOD             STRSMA
 EE0233
 EE0233                          STATION DESCRIPTION
 EE0233
 EE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0233'AT WOODSTOCK.
 EE0233'AT WOODSTOCK, 124 1/2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 EE0233'FORMER LOUISVILLE AND NASHVILLE RAILROAD STATION WHICH IS NOW THE
 EE0233'WOODSTOCK CITY HALL, IN THE NORTHWEST QUARTER OF A JUNCTION OF STATE
 EE0233'HIGHWAY 5 (MAIN STREET) AND A PAVED STREET (MILL STREET) LEADING
 EE0233'WEST, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 EE0233'NORTH OF THE CENTER LINE OF MILL STREET, SET VERTICALLY IN THE
 EE0233'SOUTH FACE OF THE SOUTH BRICK WALL OF A COMMERCIAL BUILDING
 EE0233'WHICH IS NOW OCCUPIED BY THE LIGGET REXALL DRUG STORE, 2.0 FEET
 EE0233'WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 3.2 FEET ABOVE
 EE0233'A STEP IN THE SIDEWALK.
 EE0233
 EE0233                          STATION RECOVERY (2006)
 EE0233
 EE0233'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE0233'MARK AS BEEN PAINTED OVER, IT STILL VISIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0161 ***********************************************************************
 BT0161  DESIGNATION -  97 JJS
 BT0161  PID         -  BT0161
 BT0161  STATE/COUNTY-  GA/LEE
 BT0161  USGS QUAD   -  SASSER (1988)
 BT0161
 BT0161                         *CURRENT SURVEY CONTROL
 BT0161  ___________________________________________________________________
 BT0161* NAD 83(1994)-  31 40 17.47367(N)    084 16 00.09752(W)     ADJUSTED  
 BT0161* NAVD 88     -        80.455  (meters)     263.96   (feet)  POSTED    
 BT0161  ___________________________________________________________________
 BT0161  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BT0161  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BT0161  DYNAMIC HT  -          80.360 (meters)     263.65  (feet)  COMP
 BT0161  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 BT0161
 BT0161  HORZ ORDER  -  SECOND
 BT0161  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BT0161
 BT0161.The horizontal coordinates were established by classical geodetic methods
 BT0161.and adjusted by the National Geodetic Survey in September 1997..
 BT0161.No horizontal observational check was made to the station.
 BT0161
 BT0161.The orthometric height was determined by differential leveling
 BT0161.and adjusted by the National Geodetic Survey in 1992..
 BT0161.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BT0161.rate of 2.1 thru 3.0 mm/km.
 BT0161
 BT0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0161
 BT0161.The geoid height was determined by GEOID03.
 BT0161
 BT0161.The dynamic height is computed by dividing the NAVD 88
 BT0161.geopotential number by the normal gravity value computed on the
 BT0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0161.degrees latitude (g = 980.6199 gals.).
 BT0161
 BT0161.The modeled gravity was interpolated from observed gravity values.
 BT0161
 BT0161;                    North         East     Units Scale Factor Converg.
 BT0161;SPC GA W     -   185,301.746   690,515.531   MT  0.99990111   -0 03 09.1
 BT0161;SPC GA W     -   607,944.15  2,265,466.37   sFT  0.99990111   -0 03 09.1
 BT0161;UTM  16      - 3,507,274.041   759,135.987   MT  1.00042829   +1 26 09.3
 BT0161
 BT0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0161!SPC GA W     -   0.99999158  x   0.99990111  =   0.99989269
 BT0161!UTM  16      -   0.99999158  x   1.00042829  =   1.00041986
 BT0161
 BT0161                          SUPERSEDED SURVEY CONTROL
 BT0161
 BT0161  NAD 83(1986)-  31 40 17.47874(N)    084 16 00.10297(W) AD(       ) 2
 BT0161  NAD 27      -  31 40 16.87231(N)    084 16 00.41850(W) AD(       ) 2
 BT0161  NGVD 29 (??/??/92)   80.588  (m)          264.40   (f) ADJ UNCH    1 2
 BT0161
 BT0161.Superseded values are not recommended for survey control.
 BT0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0161.See file dsdata.txt to determine how the superseded data were derived.
 BT0161
 BT0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5913607274(NAD 83)
 BT0161_MARKER: DD = SURVEY DISK
 BT0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0161_STAMPING: 97 JJS 1955 264
 BT0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0161+STABILITY: SURFACE MOTION
 BT0161
 BT0161  HISTORY     - Date     Condition        Report By
 BT0161  HISTORY     - 1973     MONUMENTED       USGS
 BT0161  HISTORY     - 1957     GOOD             NGS
 BT0161  HISTORY     - 1987     POOR             USPSQD
 BT0161  HISTORY     - 1989     POOR             USPSQD
 BT0161
 BT0161                          STATION DESCRIPTION
 BT0161
 BT0161'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (ILC)
 BT0161'THE STATION, 97 JJS (USGS), IS AN ALUMINIUM DISK OF THE
 BT0161'U.S. GEOLOGICAL SURVEY, STAMPED 264 97 JJS 1955 AND IS SET IN THE
 BT0161'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 BT0161'THE GROUND.  IT IS 242 FEET NORTH OF THE CENTER OF A PAVED ROAD
 BT0161'AT THE RAILROAD CROSSING, 53 FEET NORTHEAST OF THE EAST RAIL
 BT0161'OF A RAILROAD, 47 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 BT0161'AND 9.3 FEET SOUTHEAST OF A POWER LINE POLE NUMBERED 56.
 BT0161'
 BT0161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 BT0161'82 IN THE WEST PART OF ALBANY, GO NORTHWEST ON HIGHWAY 82 FOR
 BT0161'8.65 MILES TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTHEAST
 BT0161'FOR 1.05 MILES TO THE MARK ON THE LEFT AT A TRACK ROAD.
 BT0161'
 BT0161'A GEODIMETER TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 BT0161'STATION OAK 1935, THE DISTANCE BEING 314.583 METERS NORTHWEST
 BT0161'OF STATION OAK 1935
 BT0161'
 BT0161'NOTE--THIS MARK IS ALSO A NATIONAL GEODETIC SURVEY BENCH MARK.
 BT0161
 BT0161                          STATION RECOVERY (1957)
 BT0161
 BT0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BT0161'5.8 MI SE FROM SASSER.
 BT0161'ABOUT 5.8 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BT0161'THE STATION AT SASSER, AT OAKLAND, 53 FEET NORTHEAST OF THE NORTHEAST
 BT0161'RAIL, 453 YARDS SOUTHEAST OF MILEPOST NO. 78, 9 1/2 FEET SOUTHEAST
 BT0161'OF POWER LINE POLE NO. 156, 25 FEET SOUTHWEST OF THE WEST CORNER OF
 BT0161'A BUILDING AND IN LINE WITH NORTHWEST FACE OF BUILDING, 66 FEET
 BT0161'NORTH OF THE CENTER OF THE CROSSING OF THE OLD ROAD AT OAKLAND, 77
 BT0161'YARDS NORTHWEST OF THE CROSSING OF THE NEW ROAD AT OAKLAND, 48 FEET
 BT0161'NORTHWEST OF THE CENTER LINE OF THE OLD ROAD, ABOUT LEVEL WITH THE
 BT0161'TOP OF THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BT0161'INCHES ABOVE THE GROUND.
 BT0161
 BT0161                          STATION RECOVERY (1987)
 BT0161
 BT0161'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT0161'MARK RECOVERED IN POOR CONDITION.
 BT0161
 BT0161                          STATION RECOVERY (1989)
 BT0161
 BT0161'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0161'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1223 ***********************************************************************
 BS1223  DESIGNATION -  97 WLC USGS
 BS1223  PID         -  BS1223
 BS1223  STATE/COUNTY-  GA/BERRIEN
 BS1223  USGS QUAD   -  SAPPS LAKE (1973)
 BS1223
 BS1223                         *CURRENT SURVEY CONTROL
 BS1223  ___________________________________________________________________
 BS1223* NAD 83(1986)-  31 15 36.     (N)    083 21 01.     (W)     SCALED    
 BS1223* NAVD 88     -        65.699  (meters)     215.55   (feet)  ADJUSTED  
 BS1223  ___________________________________________________________________
 BS1223  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BS1223  DYNAMIC HT  -          65.619 (meters)     215.28  (feet)  COMP
 BS1223  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BS1223
 BS1223  VERT ORDER  -  SECOND    CLASS 0
 BS1223
 BS1223.The horizontal coordinates were scaled from a topographic map and have
 BS1223.an estimated accuracy of +/- 6 seconds.
 BS1223
 BS1223.The orthometric height was determined by differential leveling
 BS1223.and adjusted by the National Geodetic Survey in June 1991..
 BS1223
 BS1223.The geoid height was determined by GEOID03.
 BS1223
 BS1223.The dynamic height is computed by dividing the NAVD 88
 BS1223.geopotential number by the normal gravity value computed on the
 BS1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1223.degrees latitude (g = 980.6199 gals.).
 BS1223
 BS1223.The modeled gravity was interpolated from observed gravity values.
 BS1223
 BS1223;                    North         East    Units  Estimated Accuracy
 BS1223;SPC GA W     -   139,960.      777,750.      MT  (+/- 180 meters Scaled)
 BS1223
 BS1223                          SUPERSEDED SURVEY CONTROL
 BS1223
 BS1223.No superseded survey control is available for this station.
 BS1223
 BS1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ762608(NAD 83)
 BS1223_MARKER: DD = SURVEY DISK
 BS1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1223_SP_SET: CULVERT
 BS1223_STAMPING: 97 WLC 1972
 BS1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1223
 BS1223  HISTORY     - Date     Condition        Report By
 BS1223  HISTORY     - 1972     MONUMENTED       USGS
 BS1223  HISTORY     - 1973     GOOD             NGS
 BS1223
 BS1223                          STATION DESCRIPTION
 BS1223
 BS1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1223'7.6 MI NW FROM NASHVILLE.
 BS1223'ABOUT 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1223'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1223'125 AND 76 AT NASHVILLE, THENCE 1.9 MILES WEST ALONG A COUNTY ROAD, OR
 BS1223'ABOUT 4.85 MILES EAST ALONG LENOX ROAD FROM THE JUNCTION OF LENOX ROAD
 BS1223'AND U. S. HIGHWAY 41 AT LENOX, THENCE 2.45 MILES EAST ALONG A COUNTY
 BS1223'ROAD, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND
 BS1223'0.7 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR A 25
 BS1223'1/2 FOOT CONCRETE BOX CULVERT UNDER THE ROAD, ABOUT 1 FOOT BELOW THE
 BS1223'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0785 ***********************************************************************
 DF0785  DESIGNATION -  979.8
 DF0785  PID         -  DF0785
 DF0785  STATE/COUNTY-  GA/BARROW
 DF0785  USGS QUAD   -  WINDER SOUTH (1985)
 DF0785
 DF0785                         *CURRENT SURVEY CONTROL
 DF0785  ___________________________________________________________________
 DF0785* NAD 83(1986)-  33 59 36.     (N)    083 43 14.     (W)     SCALED    
 DF0785* NAVD 88     -       298.638  (meters)     979.78   (feet)  ADJUSTED  
 DF0785  ___________________________________________________________________
 DF0785  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DF0785  DYNAMIC HT  -         298.318 (meters)     978.73  (feet)  COMP
 DF0785  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DF0785
 DF0785  VERT ORDER  -  SECOND    CLASS 0
 DF0785
 DF0785.The horizontal coordinates were scaled from a topographic map and have
 DF0785.an estimated accuracy of +/- 6 seconds.
 DF0785
 DF0785.The orthometric height was determined by differential leveling
 DF0785.and adjusted by the National Geodetic Survey in June 1991..
 DF0785
 DF0785.The geoid height was determined by GEOID03.
 DF0785
 DF0785.The dynamic height is computed by dividing the NAVD 88
 DF0785.geopotential number by the normal gravity value computed on the
 DF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0785.degrees latitude (g = 980.6199 gals.).
 DF0785
 DF0785.The modeled gravity was interpolated from observed gravity values.
 DF0785
 DF0785;                    North         East    Units  Estimated Accuracy
 DF0785;SPC GA W     -   442,850.      741,210.      MT  (+/- 180 meters Scaled)
 DF0785
 DF0785                          SUPERSEDED SURVEY CONTROL
 DF0785
 DF0785  NGVD 29 (??/??/92)  298.650  (m)          979.82   (f) ADJ UNCH    2 0
 DF0785
 DF0785.Superseded values are not recommended for survey control.
 DF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0785.See file dsdata.txt to determine how the superseded data were derived.
 DF0785
 DF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT487647(NAD 83)
 DF0785_MARKER: Q = CHISELED SQUARE
 DF0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0785_SP_SET: FOUNDATION
 DF0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0785
 DF0785  HISTORY     - Date     Condition        Report By
 DF0785  HISTORY     - UNK      MONUMENTED       USGS
 DF0785  HISTORY     - 1953     GOOD             NGS
 DF0785
 DF0785                          STATION DESCRIPTION
 DF0785
 DF0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0785'IN WINDER.
 DF0785'THE MARK IS LOCATED IN THE NORTHEAST CORNER OF THE COURTHOUSE
 DF0785'SQUARE, IN THE SOUTH CORNER OF A CONCRETE FOUNDATION OF THE
 DF0785'WAR MEMORIAL OF THE AMERICAN LEGION.  A CANNON USED TO SET ON
 DF0785'THIS FOUNDATION.  IT IS A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0535 ***********************************************************************
 CK0535  DESIGNATION -  98
 CK0535  PID         -  CK0535
 CK0535  STATE/COUNTY-  GA/EFFINGHAM
 CK0535  USGS QUAD   -  GUYTON (1978)
 CK0535
 CK0535                         *CURRENT SURVEY CONTROL
 CK0535  ___________________________________________________________________
 CK0535* NAD 83(1986)-  32 20 30.     (N)    081 23 51.     (W)     SCALED    
 CK0535* NAVD 88     -        29.550  (meters)      96.95   (feet)  ADJUSTED  
 CK0535  ___________________________________________________________________
 CK0535  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 CK0535  DYNAMIC HT  -          29.517 (meters)      96.84  (feet)  COMP
 CK0535  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 CK0535
 CK0535  VERT ORDER  -  FIRST     CLASS II
 CK0535
 CK0535.The horizontal coordinates were scaled from a topographic map and have
 CK0535.an estimated accuracy of +/- 6 seconds.
 CK0535
 CK0535.The orthometric height was determined by differential leveling
 CK0535.and adjusted by the National Geodetic Survey in June 1991..
 CK0535
 CK0535.The geoid height was determined by GEOID03.
 CK0535
 CK0535.The dynamic height is computed by dividing the NAVD 88
 CK0535.geopotential number by the normal gravity value computed on the
 CK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0535.degrees latitude (g = 980.6199 gals.).
 CK0535
 CK0535.The modeled gravity was interpolated from observed gravity values.
 CK0535
 CK0535;                    North         East    Units  Estimated Accuracy
 CK0535;SPC GA E     -   259,860.      272,400.      MT  (+/- 180 meters Scaled)
 CK0535
 CK0535                          SUPERSEDED SURVEY CONTROL
 CK0535
 CK0535  NGVD 29 (??/??/92)   29.806  (m)           97.79   (f) ADJ UNCH    1 2
 CK0535
 CK0535.Superseded values are not recommended for survey control.
 CK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0535.See file dsdata.txt to determine how the superseded data were derived.
 CK0535
 CK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR625783(NAD 83)
 CK0535_MARKER: P = PIPE CAP
 CK0535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0535_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0535_STAMPING: 97.739 98 1918
 CK0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0535
 CK0535  HISTORY     - Date     Condition        Report By
 CK0535  HISTORY     - 1918     MONUMENTED       USGS
 CK0535  HISTORY     - 1960     GOOD             NGS
 CK0535  HISTORY     - 1982     GOOD             GADT
 CK0535
 CK0535                          STATION DESCRIPTION
 CK0535
 CK0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CK0535'0.8 MI N FROM GUYTON.
 CK0535'ABOUT 0.8 MILE NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK0535'THE STATION AT GUYTON, 283 FEET NORTH-NORTHWEST OF AND ACROSS THE
 CK0535'TRACK FROM MILEPOST S 31, 44 1/2 FEET NORTHWEST OF THE CENTER OF
 CK0535'A ABANDONED ROAD CROSSING, 24.4 FEET WEST OF THE WEST RAIL, 66
 CK0535'FEET NORTHEAST OF TELEPHONE POLE 3970, 250 1/2 FEET SOUTH OF THE
 CK0535'CROSSING OF A BLACK TOP ROAD LEADING WEST, 234 FEET SOUTH OF A
 CK0535'CROSSING SIGN, 1 FOOT NORTH OF A STEEL WITNESS POST, ABOUT 1 FOOT
 CK0535'ABOVE THE LEVEL OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH
 CK0535'IRON PIPE PROJECTING 4 INCHES.
 CK0535
 CK0535                          STATION RECOVERY (1982)
 CK0535
 CK0535'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982
 CK0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0158 ***********************************************************************
 BT0158  DESIGNATION -  98 JJS
 BT0158  PID         -  BT0158
 BT0158  STATE/COUNTY-  GA/LEE
 BT0158  USGS QUAD   -  SASSER (1988)
 BT0158
 BT0158                         *CURRENT SURVEY CONTROL
 BT0158  ___________________________________________________________________
 BT0158* NAD 83(1986)-  31 38 49.     (N)    084 15 36.     (W)     SCALED    
 BT0158* NAVD 88     -        77.165  (meters)     253.17   (feet)  ADJUSTED  
 BT0158  ___________________________________________________________________
 BT0158  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BT0158  DYNAMIC HT  -          77.072 (meters)     252.86  (feet)  COMP
 BT0158  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 BT0158
 BT0158  VERT ORDER  -  FIRST     CLASS I
 BT0158
 BT0158.The horizontal coordinates were scaled from a topographic map and have
 BT0158.an estimated accuracy of +/- 6 seconds.
 BT0158
 BT0158.The orthometric height was determined by differential leveling
 BT0158.and adjusted by the National Geodetic Survey in June 1991..
 BT0158
 BT0158.The geoid height was determined by GEOID03.
 BT0158
 BT0158.The dynamic height is computed by dividing the NAVD 88
 BT0158.geopotential number by the normal gravity value computed on the
 BT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0158.degrees latitude (g = 980.6199 gals.).
 BT0158
 BT0158.The modeled gravity was interpolated from observed gravity values.
 BT0158
 BT0158;                    North         East    Units  Estimated Accuracy
 BT0158;SPC GA W     -   182,580.      691,150.      MT  (+/- 180 meters Scaled)
 BT0158
 BT0158                          SUPERSEDED SURVEY CONTROL
 BT0158
 BT0158  NGVD 29 (??/??/92)   77.298  (m)          253.60   (f) ADJ UNCH    1 1
 BT0158
 BT0158.Superseded values are not recommended for survey control.
 BT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0158.See file dsdata.txt to determine how the superseded data were derived.
 BT0158
 BT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA598045(NAD 83)
 BT0158_MARKER: DB = BENCH MARK DISK
 BT0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0158_STAMPING: 254 FEET 98 JJS 1955
 BT0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0158+STABILITY: SURFACE MOTION
 BT0158
 BT0158  HISTORY     - Date     Condition        Report By
 BT0158  HISTORY     - 1955     MONUMENTED       USGS
 BT0158  HISTORY     - 1974     GOOD             NGS
 BT0158  HISTORY     - 1987     POOR             USPSQD
 BT0158  HISTORY     - 1988     POOR             USPSQD
 BT0158  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BT0158
 BT0158                          STATION DESCRIPTION
 BT0158
 BT0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0158'7.6 MI SE FROM SASSER.
 BT0158'0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT
 BT0158'SASSER, THENCE 7.50 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 AT THE
 BT0158'CROSSING OF A NORTH-SOUTH FARM ROAD.  43.0 FEET SOUTHWEST OF THE
 BT0158'CENTERLINE OF U.S. HIGHWAY 82.  18.0 FEET EAST OF THE CENTERLINE OF
 BT0158'THE FARM ROAD.  1.0 FEET WEST OF A METAL WITNESS POST WITH A SIGN.
 BT0158'A USGS DISK IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BT0158'AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BT0158
 BT0158                          STATION RECOVERY (1987)
 BT0158
 BT0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT0158'MARK RECOVERED IN POOR CONDITION.
 BT0158
 BT0158                          STATION RECOVERY (1988)
 BT0158
 BT0158'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0158'MARK RECOVERED IN POOR CONDITION.
 BT0158
 BT0158                          STATION RECOVERY (1989)
 BT0158
 BT0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1222 ***********************************************************************
 BS1222  DESIGNATION -  98 WLC USGS
 BS1222  PID         -  BS1222
 BS1222  STATE/COUNTY-  GA/BERRIEN
 BS1222  USGS QUAD   -  SAPPS LAKE (1973)
 BS1222
 BS1222                         *CURRENT SURVEY CONTROL
 BS1222  ___________________________________________________________________
 BS1222* NAD 83(1986)-  31 15 22.     (N)    083 20 08.     (W)     SCALED    
 BS1222* NAVD 88     -        68.009  (meters)     223.13   (feet)  ADJUSTED  
 BS1222  ___________________________________________________________________
 BS1222  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BS1222  DYNAMIC HT  -          67.926 (meters)     222.85  (feet)  COMP
 BS1222  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 BS1222
 BS1222  VERT ORDER  -  SECOND    CLASS 0
 BS1222
 BS1222.The horizontal coordinates were scaled from a topographic map and have
 BS1222.an estimated accuracy of +/- 6 seconds.
 BS1222
 BS1222.The orthometric height was determined by differential leveling
 BS1222.and adjusted by the National Geodetic Survey in June 1991..
 BS1222
 BS1222.The geoid height was determined by GEOID03.
 BS1222
 BS1222.The dynamic height is computed by dividing the NAVD 88
 BS1222.geopotential number by the normal gravity value computed on the
 BS1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1222.degrees latitude (g = 980.6199 gals.).
 BS1222
 BS1222.The modeled gravity was interpolated from observed gravity values.
 BS1222
 BS1222;                    North         East    Units  Estimated Accuracy
 BS1222;SPC GA W     -   139,540.      779,160.      MT  (+/- 180 meters Scaled)
 BS1222
 BS1222                          SUPERSEDED SURVEY CONTROL
 BS1222
 BS1222  NGVD 29 (??/??/92)   68.21   (m)          223.8    (f) COMPUTED    2 0
 BS1222
 BS1222.Superseded values are not recommended for survey control.
 BS1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1222.See file dsdata.txt to determine how the superseded data were derived.
 BS1222
 BS1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ776603(NAD 83)
 BS1222_MARKER: DD = SURVEY DISK
 BS1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1222_SP_SET: CULVERT
 BS1222_STAMPING: 98 WLC 1972
 BS1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1222
 BS1222  HISTORY     - Date     Condition        Report By
 BS1222  HISTORY     - 1972     MONUMENTED       USGS
 BS1222  HISTORY     - 1973     GOOD             NGS
 BS1222
 BS1222                          STATION DESCRIPTION
 BS1222
 BS1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1222'6.65 MI NW FROM NASHVILLE.
 BS1222'ABOUT 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1222'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1222'125 AND 76 AT NASHVILLE, THENCE 0.95 MILE WEST ALONG A COUNTY ROAD, 15
 BS1222'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND 0.8
 BS1222'FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR A 5-FOOT
 BS1222'CONCRETE BOX CULVERT, ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0526 ***********************************************************************
 DG0526  DESIGNATION -  981.10 ATLANTA AP
 DG0526  PID         -  DG0526
 DG0526  STATE/COUNTY-  GA/FULTON
 DG0526  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0526
 DG0526                         *CURRENT SURVEY CONTROL
 DG0526  ___________________________________________________________________
 DG0526* NAD 83(1986)-  33 39 16.     (N)    084 25 26.     (W)     SCALED    
 DG0526* NAVD 88     -       299.150  (meters)     981.46   (feet)  ADJUSTED  
 DG0526  ___________________________________________________________________
 DG0526  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0526  DYNAMIC HT  -         298.814 (meters)     980.36  (feet)  COMP
 DG0526  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 DG0526
 DG0526  VERT ORDER  -  SECOND    CLASS 0
 DG0526
 DG0526.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG0526
 DG0526.The horizontal coordinates were scaled from a topographic map and have
 DG0526.an estimated accuracy of +/- 6 seconds.
 DG0526
 DG0526.The orthometric height was determined by differential leveling
 DG0526.and adjusted by the National Geodetic Survey in June 1991..
 DG0526
 DG0526.The geoid height was determined by GEOID03.
 DG0526
 DG0526.The dynamic height is computed by dividing the NAVD 88
 DG0526.geopotential number by the normal gravity value computed on the
 DG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0526.degrees latitude (g = 980.6199 gals.).
 DG0526
 DG0526.The modeled gravity was interpolated from observed gravity values.
 DG0526
 DG0526;                    North         East    Units  Estimated Accuracy
 DG0526;SPC GA W     -   405,210.      676,140.      MT  (+/- 180 meters Scaled)
 DG0526
 DG0526                          SUPERSEDED SURVEY CONTROL
 DG0526
 DG0526  NGVD 29 (??/??/92)  299.102  (m)          981.30   (f) ADJ UNCH    2 0
 DG0526
 DG0526.Superseded values are not recommended for survey control.
 DG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0526.See file dsdata.txt to determine how the superseded data were derived.
 DG0526
 DG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC388268(NAD 83)
 DG0526_MARKER: B = BOLT
 DG0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0526_SP_SET: RUNWAY
 DG0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0526
 DG0526  HISTORY     - Date     Condition        Report By
 DG0526  HISTORY     - UNK      MONUMENTED       LOCENG
 DG0526  HISTORY     - 1953     GOOD             NGS
 DG0526  HISTORY     - 1969     MARK NOT FOUND   NGS
 DG0526  HISTORY     - 1977     MARK NOT FOUND   NGS
 DG0526
 DG0526                          STATION DESCRIPTION
 DG0526
 DG0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0526'1.5 MI E FROM COLLEGE PARK.
 DG0526'AT ATLANTA AIRPORT, FULTON COUNTY, 0.3 MILE SOUTH OF THE MAIN
 DG0526'ENTRANCE, 100 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DG0526'ADMINISTRATION BUILDING, 168 FEET SOUTH OF THE SOUTHEAST CORNER
 DG0526'OF THE GATE CITY FLYING SERVICE HANGAR, IN LINE WITH THE EAST
 DG0526'END OF THE HANGAR, IN THE TOP OF THE CONCRETE PAVEMENT, AND 5
 DG0526'FEET NORTH OF THE SOUTH EDGE OF THE PAVEMENT.  A LARGE
 DG0526'FLAT-HEADED COOPER BOLT.
 DG0526
 DG0526                          STATION RECOVERY (1969)
 DG0526
 DG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DG0526'MARK NOT FOUND.
 DG0526
 DG0526                          STATION RECOVERY (1977)
 DG0526
 DG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DG0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1221 ***********************************************************************
 BS1221  DESIGNATION -  99 WLC USGS
 BS1221  PID         -  BS1221
 BS1221  STATE/COUNTY-  GA/BERRIEN
 BS1221  USGS QUAD   -  SAPPS LAKE (1973)
 BS1221
 BS1221                         *CURRENT SURVEY CONTROL
 BS1221  ___________________________________________________________________
 BS1221* NAD 83(1986)-  31 15 14.     (N)    083 19 28.     (W)     SCALED    
 BS1221* NAVD 88     -        68.010  (meters)     223.13   (feet)  ADJUSTED  
 BS1221  ___________________________________________________________________
 BS1221  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BS1221  DYNAMIC HT  -          67.927 (meters)     222.86  (feet)  COMP
 BS1221  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 BS1221
 BS1221  VERT ORDER  -  SECOND    CLASS 0
 BS1221
 BS1221.The horizontal coordinates were scaled from a topographic map and have
 BS1221.an estimated accuracy of +/- 6 seconds.
 BS1221
 BS1221.The orthometric height was determined by differential leveling
 BS1221.and adjusted by the National Geodetic Survey in June 1991..
 BS1221
 BS1221.The geoid height was determined by GEOID03.
 BS1221
 BS1221.The dynamic height is computed by dividing the NAVD 88
 BS1221.geopotential number by the normal gravity value computed on the
 BS1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1221.degrees latitude (g = 980.6199 gals.).
 BS1221
 BS1221.The modeled gravity was interpolated from observed gravity values.
 BS1221
 BS1221;                    North         East    Units  Estimated Accuracy
 BS1221;SPC GA W     -   139,300.      780,220.      MT  (+/- 180 meters Scaled)
 BS1221
 BS1221                          SUPERSEDED SURVEY CONTROL
 BS1221
 BS1221  NGVD 29 (??/??/92)   68.22   (m)          223.8    (f) COMPUTED    2 0
 BS1221
 BS1221.Superseded values are not recommended for survey control.
 BS1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1221.See file dsdata.txt to determine how the superseded data were derived.
 BS1221
 BS1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ786600(NAD 83)
 BS1221_MARKER: DD = SURVEY DISK
 BS1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1221_SP_SET: CULVERT
 BS1221_STAMPING: 99 WLC 1972
 BS1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1221
 BS1221  HISTORY     - Date     Condition        Report By
 BS1221  HISTORY     - 1972     MONUMENTED       USGS
 BS1221  HISTORY     - 1973     GOOD             NGS
 BS1221
 BS1221                          STATION DESCRIPTION
 BS1221
 BS1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1221'5.95 MI NW FROM NASHVILLE.
 BS1221'ABOUT 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 125 FROM THE COUNTY
 BS1221'COURTHOUSE AND THE JUNCTION OF U. S. HIGHWAY 129 AND STATE HIGHWAYS
 BS1221'125 AND 76 AT NASHVILLE, THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, 17
 BS1221'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND 0.9 FOOT
 BS1221'WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL FOR A 29-FOOT
 BS1221'CONCRETE BOX CULVERT OVER WOLF BRANCH, ABOUT LEVEL WITH THE SURFACE OF
 BS1221'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4084 ***********************************************************************
 CK4084  DESIGNATION -  9C 14 ECC 1934
 CK4084  PID         -  CK4084
 CK4084  STATE/COUNTY-  GA/BRYAN
 CK4084  USGS QUAD   -  GROVELAND (1976)
 CK4084
 CK4084                         *CURRENT SURVEY CONTROL
 CK4084  ___________________________________________________________________
 CK4084* NAD 83(1994)-  32 08 31.51077(N)    081 43 00.35714(W)     ADJUSTED  
 CK4084* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 CK4084  ___________________________________________________________________
 CK4084  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK4084  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CK4084
 CK4084  HORZ ORDER  -  SECOND
 CK4084
 CK4084.The horizontal coordinates were established by classical geodetic methods
 CK4084.and adjusted by the National Geodetic Survey in September 1997..
 CK4084
 CK4084.The orthometric height was scaled from a topographic map.
 CK4084
 CK4084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4084
 CK4084.The geoid height was determined by GEOID03.
 CK4084
 CK4084;                    North         East     Units Scale Factor Converg.
 CK4084;SPC GA E     -   237,559.618   242,442.795   MT  0.99992221   +0 14 21.7
 CK4084;SPC GA E     -   779,393.51    795,414.40   sFT  0.99992221   +0 14 21.7
 CK4084;UTM  17      - 3,556,410.026   432,401.475   MT  0.99965635   -0 22 52.9
 CK4084
 CK4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4084!SPC GA E     -   0.99999990  x   0.99992221  =   0.99992211
 CK4084!UTM  17      -   0.99999990  x   0.99965635  =   0.99965625
 CK4084
 CK4084|---------------------------------------------------------------------|
 CK4084| PID    Reference Object                     Distance      Geod. Az  |
 CK4084|                                                           dddmmss.s |
 CK4084| CK0034 9 C 14                               10.089 METERS 18407     |
 CK4084| CK4083 GROVELAND                           APPROX. 2.9 KM 2732218.5 |
 CK4084|---------------------------------------------------------------------|
 CK4084
 CK4084                          SUPERSEDED SURVEY CONTROL
 CK4084
 CK4084  NAD 83(1986)-  32 08 31.51170(N)    081 43 00.35713(W) AD(       ) 2
 CK4084  NAD 27      -  32 08 30.81500(N)    081 43 00.91500(W) AD(       ) 2
 CK4084
 CK4084.Superseded values are not recommended for survey control.
 CK4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4084.See file dsdata.txt to determine how the superseded data were derived.
 CK4084
 CK4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3240156410(NAD 83)
 CK4084_MARKER: DD = SURVEY DISK
 CK4084_SETTING: 0 = UNSPECIFIED SETTING
 CK4084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4084
 CK4084  HISTORY     - Date     Condition        Report By
 CK4084  HISTORY     - 1934     MONUMENTED       GAGS
 CK4084
 CK4084                          STATION DESCRIPTION
 CK4084
 CK4084'DESCRIBED BY GEORGIA GEODETIC SURVEY 1934 (JB)
 CK4084'ABOUT 1.9 MILES EAST OF SEABOARD AIR LINE RAILWAY STATION AT
 CK4084'GROVELAND, 38 FEET SOUTH OF SOUTH RAIL.  MARK IS A STATE SURVEY
 CK4084'STANDARD DISK, FLUSH WITH GROUND, SET IN 6-INCH STOVEPIPE FILLED
 CK4084'WITH CONCRETE AND ABOUT 9600 FEET FROM 9C 15 (GA.GEOD.S.) (SEE
 CK4084'DESCRIPTION THEREOF) N 85 DEG 08 MIN W.  9C 14
 CK4084'(GA.GEOD.S.) IS 33.095 FEET FROM STATION S 04 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2020 ***********************************************************************
 CL2020  DESIGNATION -  9C 31 GAGS 1935
 CL2020  PID         -  CL2020
 CL2020  STATE/COUNTY-  GA/TATTNALL
 CL2020  USGS QUAD   -  COLLINS (1970)
 CL2020
 CL2020                         *CURRENT SURVEY CONTROL
 CL2020  ___________________________________________________________________
 CL2020* NAD 83(1994)-  32 10 43.01290(N)    082 06 31.55503(W)     ADJUSTED  
 CL2020* NAVD 88     -        70.90   (+/-2cm)     232.6    (feet)  VERTCON   
 CL2020  ___________________________________________________________________
 CL2020  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CL2020  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2020
 CL2020  HORZ ORDER  -  SECOND
 CL2020  VERT ORDER  -  THIRD ? (See Below)
 CL2020
 CL2020.The horizontal coordinates were established by classical geodetic methods
 CL2020.and adjusted by the National Geodetic Survey in September 1997..
 CL2020
 CL2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2020.The vertical order pertains to the NGVD 29 superseded value.
 CL2020
 CL2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2020
 CL2020.The geoid height was determined by GEOID03.
 CL2020
 CL2020;                    North         East     Units Scale Factor Converg.
 CL2020;SPC GA E     -   241,522.644   205,460.105   MT  0.99990037   +0 01 51.0
 CL2020;SPC GA E     -   792,395.54    674,080.36   sFT  0.99990037   +0 01 51.0
 CL2020;UTM  17      - 3,560,772.733   395,471.881   MT  0.99973474   -0 35 25.9
 CL2020
 CL2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2020!SPC GA E     -   0.99999347  x   0.99990037  =   0.99989384
 CL2020!UTM  17      -   0.99999347  x   0.99973474  =   0.99972821
 CL2020
 CL2020                          SUPERSEDED SURVEY CONTROL
 CL2020
 CL2020  NAD 83(1986)-  32 10 43.01948(N)    082 06 31.55252(W) AD(       ) 2
 CL2020  NAD 27      -  32 10 42.32400(N)    082 06 32.12300(W) AD(       ) 2
 CL2020  NGVD 29 (07/19/86)   71.10   (m)          233.3    (f) LEVELING    3  
 CL2020
 CL2020.Superseded values are not recommended for survey control.
 CL2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2020.See file dsdata.txt to determine how the superseded data were derived.
 CL2020
 CL2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9547260773(NAD 83)
 CL2020_MARKER: DD = SURVEY DISK
 CL2020_SETTING: 0 = UNSPECIFIED SETTING
 CL2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL2020
 CL2020  HISTORY     - Date     Condition        Report By
 CL2020  HISTORY     - 1935     MONUMENTED       GAGS
 CL2020
 CL2020                          STATION DESCRIPTION
 CL2020
 CL2020'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 CL2020'AT COLLINS, ON PROPERTY BELONGING TO SEABOARD AIR LINE RAILWAY,
 CL2020'ABOUT 21 YARDS SOUTHEAST OF SOUTHEAST CORNER OF RAILWAY STATION,
 CL2020'23.18 FEET SOUTH OF SOUTH RAIL OF MAIN TRACKS AND 7.04 FEET SOUTH OF
 CL2020'SOUTH RAIL OF SIDETRACK.  STATION IS A STATE SURVEY STANDARD DISK
 CL2020'SET IN TOP OF 6-INCH STOVEPIPE FILLED WITH CONCRETE FLUSH WITH
 CL2020'SURFACE AND IS 246.95 FEET SOUTHWEST OF GORE (SEE DESCRIPTION
 CL2020'THEREOF) S 19 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2036 ***********************************************************************
 CL2036  DESIGNATION -  9C 46 GAGS 1935
 CL2036  PID         -  CL2036
 CL2036  STATE/COUNTY-  GA/TOOMBS
 CL2036  USGS QUAD   -  VIDALIA (1985)
 CL2036
 CL2036                         *CURRENT SURVEY CONTROL
 CL2036  ___________________________________________________________________
 CL2036* NAD 83(1994)-  32 13 16.02237(N)    082 25 04.46596(W)     ADJUSTED  
 CL2036* NAVD 88     -        88.44   (+/-2cm)     290.2    (feet)  VERTCON   
 CL2036  ___________________________________________________________________
 CL2036  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CL2036  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CL2036
 CL2036  HORZ ORDER  -  SECOND
 CL2036  VERT ORDER  -  THIRD (See Below)
 CL2036
 CL2036.The horizontal coordinates were established by classical geodetic methods
 CL2036.and adjusted by the National Geodetic Survey in September 1997..
 CL2036
 CL2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2036.The vertical order pertains to the NGVD 29 superseded value.
 CL2036
 CL2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2036
 CL2036.The geoid height was determined by GEOID03.
 CL2036
 CL2036;                    North         East     Units Scale Factor Converg.
 CL2036;SPC GA E     -   246,261.517   176,318.978   MT  0.99990691   -0 08 02.3
 CL2036;SPC GA E     -   807,942.99    578,473.18   sFT  0.99990691   -0 08 02.3
 CL2036;UTM  17      - 3,565,826.919   366,387.566   MT  0.99982015   -0 45 22.0
 CL2036
 CL2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2036!SPC GA E     -   0.99999063  x   0.99990691  =   0.99989754
 CL2036!UTM  17      -   0.99999063  x   0.99982015  =   0.99981078
 CL2036
 CL2036|---------------------------------------------------------------------|
 CL2036| PID    Reference Object                     Distance      Geod. Az  |
 CL2036|                                                           dddmmss.s |
 CL2036| CL0219 PTS 360                             323.724 METERS 11245     |
 CL2036| CL2035 VIDALIA                              93.373 METERS 23559     |
 CL2036|---------------------------------------------------------------------|
 CL2036
 CL2036                          SUPERSEDED SURVEY CONTROL
 CL2036
 CL2036  NAD 83(1986)-  32 13 16.02689(N)    082 25 04.46942(W) AD(       ) 2
 CL2036  NAD 27      -  32 13 15.35500(N)    082 25 04.99600(W) AD(       ) 2
 CL2036  NGVD 29 (07/19/86)   88.65   (m)          290.8    (f) LEVELING    3  
 CL2036
 CL2036.Superseded values are not recommended for survey control.
 CL2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2036.See file dsdata.txt to determine how the superseded data were derived.
 CL2036
 CL2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6638865827(NAD 83)
 CL2036_MARKER: DB = BENCH MARK DISK
 CL2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2036+STABILITY: SURFACE MOTION
 CL2036
 CL2036  HISTORY     - Date     Condition        Report By
 CL2036  HISTORY     - 1985     MONUMENTED       GAGS
 CL2036
 CL2036                          STATION DESCRIPTION
 CL2036
 CL2036'DESCRIBED BY GEORGIA GEODETIC SURVEY 1985 (BMP)
 CL2036'THIS STATION MENTIONED IN THE 1935 DESCRIPTION OF VIDALIA 1935 WAS
 CL2036'RECOVERED IN THIS PROJECT AND THE RED BOOK ELEVATION USED TO ELEVATE
 CL2036'STATIONS VIDALIA, VIDALIA RM3, BV 138-12 AND VIDALIA RM3 AZ MK.
 CL2036'
 CL2036'TO REACH THE STATION FROM THE COLEMAN WAREHOUSE IN VIDALIA GO NORTH
 CL2036'ACROSS THE TRACKS AND THE EAST FOR 50 PACES TO THE STATION BETWEEN
 CL2036'THE TRACK AND A STREET NORTH OF THE TRACK.
 CL2036'
 CL2036'THE STATION IS A STANDARD GAGS DISK
 CL2036'STAMPED---9C 46 1935---,
 CL2036'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2036'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2036'15.8 METERS (51.8 FT) SOUTH FROM A POWER POLE WITH TRANSFORMER,
 CL2036'14.5 METERS (47.6 FT) WEST-NORTHWEST FROM A MILE MARKER 577,
 CL2036'5.9 METERS (19.5 FT) NORTH FROM THE NORTH RAIL OF THE TRACK AND
 CL2036'5.2 METERS (16.9 FT) EAST FROM A FIRE HYDRANT.
 CL2036'
 CL2036'THIS STATION USED ONLY FOR ELEVATIONS NOT POSITIONED.
 CL2036'
 CL2036'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1514 ***********************************************************************
 BS1514  DESIGNATION -  9E 69A GAGS 1935
 BS1514  PID         -  BS1514
 BS1514  STATE/COUNTY-  GA/CRISP
 BS1514  USGS QUAD   -  PENIA (1977)
 BS1514
 BS1514                         *CURRENT SURVEY CONTROL
 BS1514  ___________________________________________________________________
 BS1514* NAD 83(1994)-  31 58 01.81220(N)    083 41 01.58156(W)     ADJUSTED  
 BS1514* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BS1514  ___________________________________________________________________
 BS1514  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BS1514  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BS1514
 BS1514  HORZ ORDER  -  SECOND
 BS1514
 BS1514.The horizontal coordinates were established by classical geodetic methods
 BS1514.and adjusted by the National Geodetic Survey in September 1997..
 BS1514
 BS1514.The orthometric height was scaled from a topographic map.
 BS1514
 BS1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1514
 BS1514.The geoid height was determined by GEOID03.
 BS1514
 BS1514;                    North         East     Units Scale Factor Converg.
 BS1514;SPC GA W     -   218,178.660   745,642.098   MT  0.99992568   +0 15 20.4
 BS1514;SPC GA W     -   715,807.82  2,446,327.45   sFT  0.99992568   +0 15 20.4
 BS1514;UTM  17      - 3,539,943.030   246,371.986   MT  1.00039340   -1 25 17.9
 BS1514
 BS1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1514!SPC GA W     -   0.99998448  x   0.99992568  =   0.99991016
 BS1514!UTM  17      -   0.99998448  x   1.00039340  =   1.00037787
 BS1514
 BS1514                          SUPERSEDED SURVEY CONTROL
 BS1514
 BS1514  NAD 83(1986)-  31 58 01.81594(N)    083 41 01.58111(W) AD(       ) 2
 BS1514  NAD 27      -  31 58 01.18500(N)    083 41 01.96800(W) AD(       ) 2
 BS1514
 BS1514.Superseded values are not recommended for survey control.
 BS1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1514.See file dsdata.txt to determine how the superseded data were derived.
 BS1514
 BS1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR4637239943(NAD 83)
 BS1514_MARKER: Z = SEE DESCRIPTION
 BS1514_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BS1514_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BS1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1514
 BS1514  HISTORY     - Date     Condition        Report By
 BS1514  HISTORY     - 1935     MONUMENTED       GAGS
 BS1514
 BS1514                          STATION DESCRIPTION
 BS1514
 BS1514'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BS1514'THIS IS AN U.S.C. AND G.S. AND SS TRAVERSE STATION.  ON THE
 BS1514'SEABOARD AIR LINE RAILROAD RIGHT-OF-WAY ABOUT 6.0 MILES E OF
 BS1514'CORDELE AND ABOUT 1.0 MILE E OF PENIA RAILROAD STATION.  TO REACH
 BS1514'FROM THE RAILROAD STATION IN PENIA, A VILLAGE ABOUT 5 MILES E OF
 BS1514'CORDELE, TAKE THE ROAD WHICH IS JUST S OF THE RAILROAD STATION AND GO
 BS1514'E FOR 1.0 MILE TO STATION.  MARK IS A 1/3-INCH BRONZE PLUG SET IN A
 BS1514'6-INCH MOUND OF CONCRETE WHICH IS FLUSH WITH THE GROUND AND IS NOT
 BS1514'OTHERWISE MARKED.  STATION IS 63 FEET N OF CENTER LINE OF HIGHWAY,
 BS1514'7.3 FEET N OF CENTER LINE OF RAILROAD TRACKS, ABOUT 7 FEET W OF
 BS1514'CENTER LINE OF FARM ROAD ABOUT 125 FEET N OF A HOUSE ON THE PROPERTY
 BS1514'OF HOMER DOUGHTY OCCUPIED BY A COLORED FAMILY.  (THIS HOUSE IS
 BS1514'PROBABLY THE OLD GIBBS HOUSE).  STATION IS NE OF TRIANGULATION
 BS1514'STATION PENIA.  THIS DISTANCE IS THE TAPED DISTANCE WITH NO
 BS1514'REDUCTIONS BEING MADE.
 BS1514'
 BS1514'AS AN AZIMUTH CHECK FOR STATION 9E-69A ANOTHER U.S.C. AND G.S. AND
 BS1514'SS TRAVERSE STATION WAS RECOVERED.  THIS STATION, 9E-68E, IS A BRONZE
 BS1514'PLUG SET IN A MOUND OF CONCRETE, 0.2 MILE E OF 9E-69A ON RAILROAD
 BS1514'RIGHT-OF-WAY, 7 FEET N OF CENTER LINE OF TRACKS, 0.1 MILE W OF
 BS1514'LISTONIA SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0977 ***********************************************************************
 BS0977  DESIGNATION -  9E 76
 BS0977  PID         -  BS0977
 BS0977  STATE/COUNTY-  GA/WILCOX
 BS0977  USGS QUAD   -  PITTS (1974)
 BS0977
 BS0977                         *CURRENT SURVEY CONTROL
 BS0977  ___________________________________________________________________
 BS0977* NAD 83(1994)-  31 56 46.88751(N)    083 32 30.37348(W)     ADJUSTED  
 BS0977* NAVD 88     -       116.907  (meters)     383.55   (feet)  ADJUSTED  
 BS0977  ___________________________________________________________________
 BS0977  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BS0977  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BS0977  DYNAMIC HT  -         116.769 (meters)     383.10  (feet)  COMP
 BS0977  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BS0977
 BS0977  HORZ ORDER  -  THIRD
 BS0977  VERT ORDER  -  SECOND    CLASS 0
 BS0977
 BS0977.The horizontal coordinates were established by classical geodetic methods
 BS0977.and adjusted by the National Geodetic Survey in September 1997..
 BS0977
 BS0977.The orthometric height was determined by differential leveling
 BS0977.and adjusted by the National Geodetic Survey in June 1991..
 BS0977
 BS0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0977
 BS0977.The geoid height was determined by GEOID03.
 BS0977
 BS0977.The dynamic height is computed by dividing the NAVD 88
 BS0977.geopotential number by the normal gravity value computed on the
 BS0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0977.degrees latitude (g = 980.6199 gals.).
 BS0977
 BS0977.The modeled gravity was interpolated from observed gravity values.
 BS0977
 BS0977;                    North         East     Units Scale Factor Converg.
 BS0977;SPC GA W     -   215,939.721   759,077.374   MT  0.99994303   +0 19 50.4
 BS0977;SPC GA W     -   708,462.23  2,490,406.35   sFT  0.99994303   +0 19 50.4
 BS0977;UTM  17      - 3,537,310.823   259,741.587   MT  1.00031195   -1 20 44.0
 BS0977
 BS0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0977!SPC GA W     -   0.99998589  x   0.99994303  =   0.99992892
 BS0977!UTM  17      -   0.99998589  x   1.00031195  =   1.00029783
 BS0977
 BS0977|---------------------------------------------------------------------|
 BS0977| PID    Reference Object                     Distance      Geod. Az  |
 BS0977|                                                           dddmmss.s |
 BS0977| CW3254 9E 76 RM 1                           40.545 METERS 07849     |
 BS0977| CW3255 9E 76 RM 2                           38.902 METERS 26621     |
 BS0977| BS1513 PENIA                               APPROX.14.0 KM 2783056.7 |
 BS0977|---------------------------------------------------------------------|
 BS0977
 BS0977                          SUPERSEDED SURVEY CONTROL
 BS0977
 BS0977  NAD 83(1986)-  31 56 46.89097(N)    083 32 30.37432(W) AD(       ) 3
 BS0977  NAD 27      -  31 56 46.25500(N)    083 32 30.77800(W) AD(       ) 3
 BS0977  NGVD 29 (??/??/92)  117.09   (m)          384.2    (f) COMPUTED    2 0
 BS0977
 BS0977.Superseded values are not recommended for survey control.
 BS0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0977.See file dsdata.txt to determine how the superseded data were derived.
 BS0977
 BS0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR5974237311(NAD 83)
 BS0977_MARKER: DD = SURVEY DISK
 BS0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0977_STAMPING: 9 E 76
 BS0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0977+STABILITY: SURFACE MOTION
 BS0977
 BS0977  HISTORY     - Date     Condition        Report By
 BS0977  HISTORY     - 1935     MONUMENTED       GAGS
 BS0977  HISTORY     - 1934     GOOD             NGS
 BS0977
 BS0977                          STATION DESCRIPTION
 BS0977
 BS0977'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 BS0977'AT PITTS, ON SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY, 78 FEET NORTH
 BS0977'OF WATER TANK, 49 FEET SOUTH OF CENTER LINE OF DIRT ROAD AND 15.73
 BS0977'FEET NORTH OF NORTH RAIL OF TRACKS.  TO REACH FROM PITTS, FOLLOW
 BS0977'U.S. HIGHWAY 280 FOR 0.6 MILE TO MAIL BOX (RIGHT) ABOUT 80 YARDS
 BS0977'EAST OF THE LAST HOUSE ON ROAD (PEEBLE RESIDENCE).  TURN RIGHT ON
 BS0977'LANE FOR 0.05 MILE TO RAILWAY CROSSING, CROSS TRACKS AND TURN LEFT
 BS0977'THROUGH FIELD FOR 0.2 MILE TO STATION (LEFT).  STATION IS A STATE
 BS0977'SURVEY STANDARD DISK SET IN CONCRETE TILE PIPE PROJECTING ABOUT 2
 BS0977'INCHES.  REFERENCE MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 BS0977'MONUMENTS.
 BS0977'REFERENCE MARK NO. 1 PROJECTS ABOUT 7 INCHES, IS 42.05 FEET NORTH
 BS0977'OF NORTH RAIL OF TRACKS, 21 FEET SOUTH OF CENTER LINE OF DIRT ROAD, 6
 BS0977'FEET NORTH OF TELEPHONE POLE AND 133.02 FEET EAST-NORTHEAST OF
 BS0977'STATION N 78 DEG 49 MIN E.  NO. 2 PROJECTS ABOUT 6 INCHES,
 BS0977'IS 57 FEET SOUTH OF CENTER LINE OF DIRT ROAD, 6.83 FEET NORTH OF
 BS0977'NORTH RAIL OF TRACKS AND 127.63 FEET WEST-SOUTHWEST OF STATION
 BS0977'S 86 DEG 21 MIN W.  9E-77 (GA.GEOD.S.) (AZIMUTH MARK) IS A STATE
 BS0977'SURVEY STANDARD DISK SET IN CONCRETE IN 6-INCH TILE PIPE, PROJECTS
 BS0977'ABOUT 2 INCHES AND IS THREE TELEPHONE POLES EAST OF WHISTLE-POST
 BS0977'EAST OF PITTS RAILWAY STATION, 4 FEET NORTH OF NORTH RAIL OF
 BS0977'TRACKS AND 0.8 MILE EAST OF STATION S 87 DEG 41 MIN E.
 BS0977
 BS0977                          STATION RECOVERY (1934)
 BS0977
 BS0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BS0977'AT PITTS.
 BS0977'AT PITTS, WILCOX COUNTY, ABOUT 50 FEET NORTH OF THE NORTHWEST
 BS0977'CORNER OF THE SEABOARD AIR LINE RAILWAY STATION, 26.5 FEET NORTH
 BS0977'OF THE NORTH RAIL OF A SIDETRACK, AND 15.6 FEET NORTH OF THE NORTH
 BS0977'RAIL OF THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 9
 BS0977'E 76 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 BS0977'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1349 ***********************************************************************
 BS1349  DESIGNATION -  9E 82 GAGS 1935
 BS1349  PID         -  BS1349
 BS1349  STATE/COUNTY-  GA/WILCOX
 BS1349  USGS QUAD   -  ROCHELLE (1977)
 BS1349
 BS1349                         *CURRENT SURVEY CONTROL
 BS1349  ___________________________________________________________________
 BS1349* NAD 83(1994)-  31 57 08.50381(N)    083 26 23.16937(W)     ADJUSTED  
 BS1349* NAVD 88     -       122.05   (+/-2cm)     400.4    (feet)  VERTCON   
 BS1349  ___________________________________________________________________
 BS1349  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BS1349  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BS1349
 BS1349  HORZ ORDER  -  SECOND
 BS1349  VERT ORDER  -  THIRD ? (See Below)
 BS1349
 BS1349.The horizontal coordinates were established by classical geodetic methods
 BS1349.and adjusted by the National Geodetic Survey in September 1997..
 BS1349
 BS1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1349.The vertical order pertains to the NGVD 29 superseded value.
 BS1349
 BS1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1349
 BS1349.The geoid height was determined by GEOID03.
 BS1349
 BS1349;                    North         East     Units Scale Factor Converg.
 BS1349;SPC GA W     -   216,665.692   768,716.253   MT  0.99995822   +0 23 04.9
 BS1349;SPC GA W     -   710,844.02  2,522,029.91   sFT  0.99995822   +0 23 04.9
 BS1349;UTM  17      - 3,537,754.663   269,400.796   MT  1.00025585   -1 17 30.2
 BS1349
 BS1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1349!SPC GA W     -   0.99998509  x   0.99995822  =   0.99994331
 BS1349!UTM  17      -   0.99998509  x   1.00025585  =   1.00024094
 BS1349
 BS1349                          SUPERSEDED SURVEY CONTROL
 BS1349
 BS1349  NAD 83(1986)-  31 57 08.50731(N)    083 26 23.17172(W) AD(       ) 2
 BS1349  NAD 27      -  31 57 07.86800(N)    083 26 23.58600(W) AD(       ) 2
 BS1349  NGVD 29 (07/19/86)  122.25   (m)          401.1    (f) LEVELING    3  
 BS1349
 BS1349.Superseded values are not recommended for survey control.
 BS1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1349.See file dsdata.txt to determine how the superseded data were derived.
 BS1349
 BS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR6940137755(NAD 83)
 BS1349_MARKER: DD = SURVEY DISK
 BS1349_SETTING: 0 = UNSPECIFIED SETTING
 BS1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1349
 BS1349  HISTORY     - Date     Condition        Report By
 BS1349  HISTORY     - 1935     MONUMENTED       GAGS
 BS1349
 BS1349                          STATION DESCRIPTION
 BS1349
 BS1349'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (JB)
 BS1349'TO REACH FROM COURTHOUSE IN ABBEVILLE, GO WEST FOR 8.1 MILES ON
 BS1349'U.S. HIGHWAY 280 TO T-ROAD RIGHT (JUST BEFORE CROSSING SEABOARD AIR
 BS1349'LINE RAILWAY TRACKS).  TO REACH FROM ROCHELLE, GO WEST TO T-ROAD
 BS1349'LEFT JUST AFTER CROSSING RAILWAY TRACKS. TURN WEST FOR 0.45 MILE TO
 BS1349'ENOCH MC LEMORES HOUSE.  STATION IS A STATE SURVEY STANDARD DISK,
 BS1349'SET IN CONCRETE AND IS 161.26 FEET SOUTH FROM ROCHELLE (SEE
 BS1349'DESCRIPTION THEREOF) S 3 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0228 ***********************************************************************
 CK0228  DESIGNATION -  A
 CK0228  PID         -  CK0228
 CK0228  STATE/COUNTY-  GA/CHATHAM
 CK0228  USGS QUAD   -  SAVANNAH (1978)
 CK0228
 CK0228                         *CURRENT SURVEY CONTROL
 CK0228  ___________________________________________________________________
 CK0228* NAD 83(1986)-  32 04 53.     (N)    081 06 08.     (W)     SCALED    
 CK0228* NAVD 88     -         8.271  (meters)      27.14   (feet)  ADJUSTED  
 CK0228  ___________________________________________________________________
 CK0228  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 CK0228  DYNAMIC HT  -           8.262 (meters)      27.11  (feet)  COMP
 CK0228  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 CK0228
 CK0228  VERT ORDER  -  FIRST     CLASS II
 CK0228
 CK0228.The horizontal coordinates were scaled from a topographic map and have
 CK0228.an estimated accuracy of +/- 6 seconds.
 CK0228
 CK0228.The orthometric height was determined by differential leveling
 CK0228.and adjusted by the National Geodetic Survey in April 1998..
 CK0228
 CK0228.The geoid height was determined by GEOID03.
 CK0228
 CK0228.The dynamic height is computed by dividing the NAVD 88
 CK0228.geopotential number by the normal gravity value computed on the
 CK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0228.degrees latitude (g = 980.6199 gals.).
 CK0228
 CK0228.The modeled gravity was interpolated from observed gravity values.
 CK0228
 CK0228;                    North         East    Units  Estimated Accuracy
 CK0228;SPC GA E     -   231,240.      300,490.      MT  (+/- 180 meters Scaled)
 CK0228
 CK0228                          SUPERSEDED SURVEY CONTROL
 CK0228
 CK0228  NAVD 88 (??/??/92)    8.297  (m)           27.22   (f) UNKNOWN     1 2
 CK0228  NGVD 29 (03/21/89)    8.579  (m)           28.15   (f) ADJUSTED    1 2
 CK0228
 CK0228.Superseded values are not recommended for survey control.
 CK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0228.See file dsdata.txt to determine how the superseded data were derived.
 CK0228
 CK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR903494(NAD 83)
 CK0228_MARKER: DD = SURVEY DISK
 CK0228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0228_SP_SET: SIDEWALK
 CK0228_STAMPING: BM A
 CK0228_MARK LOGO: USE   
 CK0228_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CK0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0228
 CK0228  HISTORY     - Date     Condition        Report By
 CK0228  HISTORY     - UNK      MONUMENTED       DOD
 CK0228  HISTORY     - 1955     GOOD             NGS
 CK0228  HISTORY     - 1989     GOOD             USPSQD
 CK0228  HISTORY     - 19920901 GOOD             NGS
 CK0228
 CK0228                          STATION DESCRIPTION
 CK0228
 CK0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0228'AT SAVANNAH.
 CK0228'AT SAVANNAH, AT THE SOUTH END OF EUGENE TALMADGE MEMORIAL BRIDGE
 CK0228'(U.S. ALTERNATE HIGHWAY 17) OVER SAVANNAH RIVER, IN THE TOP OF THE
 CK0228'SOUTH END OF THE EAST RAIL FOOTING OR WALK, 15 1/2 FEET EAST
 CK0228'OF CENTER LINE OF HIGHWAY, 0.3 FOOT WEST OF CONCRETE BANISTER,
 CK0228'1 FOOT SOUTH OF SOUTH END OF BRIDGE PROPER AND 1/2 FOOT ABOVE
 CK0228'LEVEL OF BRIDGE FLOOR.
 CK0228
 CK0228                          STATION RECOVERY (1989)
 CK0228
 CK0228'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0228'RECOVERED IN GOOD CONDITION.
 CK0228
 CK0228                          STATION RECOVERY (1992)
 CK0228
 CK0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 CK0228'RECOVERED AS DESCRIBED.  MARK WILL SOON BE TORN OUT WITH REMOVAL OF
 CK0228'DECK OF OLD TALMADGE BRIDGE.  USED TO ESTABLISH BM A RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1723 ***********************************************************************
 BR1723  DESIGNATION -  A
 BR1723  PID         -  BR1723
 BR1723  STATE/COUNTY-  GA/CHATHAM
 BR1723  USGS QUAD   -  RICHMOND HILL (1997)
 BR1723
 BR1723                         *CURRENT SURVEY CONTROL
 BR1723  ___________________________________________________________________
 BR1723* NAD 83(1986)-  31 58 43.     (N)    081 17 18.     (W)     SCALED    
 BR1723* NAVD 88     -         5.482  (meters)      17.99   (feet)  ADJUSTED  
 BR1723  ___________________________________________________________________
 BR1723  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR1723  DYNAMIC HT  -           5.475 (meters)      17.96  (feet)  COMP
 BR1723  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 BR1723
 BR1723  VERT ORDER  -  FIRST     CLASS II
 BR1723
 BR1723.The horizontal coordinates were scaled from a topographic map and have
 BR1723.an estimated accuracy of +/- 6 seconds.
 BR1723
 BR1723.The orthometric height was determined by differential leveling
 BR1723.and adjusted by the National Geodetic Survey in May 1994..
 BR1723
 BR1723.The geoid height was determined by GEOID03.
 BR1723
 BR1723.The dynamic height is computed by dividing the NAVD 88
 BR1723.geopotential number by the normal gravity value computed on the
 BR1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1723.degrees latitude (g = 980.6199 gals.).
 BR1723
 BR1723.The modeled gravity was interpolated from observed gravity values.
 BR1723
 BR1723;                    North         East    Units  Estimated Accuracy
 BR1723;SPC GA E     -   219,680.      283,010.      MT  (+/- 180 meters Scaled)
 BR1723
 BR1723                          SUPERSEDED SURVEY CONTROL
 BR1723
 BR1723  NGVD 29 (09/01/92)    5.762  (m)           18.90   (f) ADJUSTED    1 2
 BR1723
 BR1723.Superseded values are not recommended for survey control.
 BR1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1723.See file dsdata.txt to determine how the superseded data were derived.
 BR1723
 BR1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR727381(NAD 83)
 BR1723_MARKER: DJ = TIDAL STATION DISK
 BR1723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BR1723_SP_SET: CURB
 BR1723_STAMPING: A
 BR1723_MARK LOGO: CGS   
 BR1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1723+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1991
 BR1723
 BR1723  HISTORY     - Date     Condition        Report By
 BR1723  HISTORY     - UNK      MONUMENTED       NGS
 BR1723  HISTORY     - 19910306 GOOD             NGS
 BR1723
 BR1723                          STATION DESCRIPTION
 BR1723
 BR1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BR1723'3.7 KM (2.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR1723'INTERSECTION OF STATE HIGHWAY 144 IN RICHMOND HILL, IN THE SOUTH END
 BR1723'OF THE EAST CONCRETE CURB THE HIGHWAY BRIDGE SPANNING THE OGEECHEE
 BR1723'RIVER, 6.4 M (21.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.4 M
 BR1723'(1.3 FT) SOUTH OF THE SOUTH END OF THE BRIDGE, AND 0.1 M (0.3 FT)
 BR1723'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE TIDE STATION NUMBER IS
 BR1723'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0827 ***********************************************************************
 BS0827  DESIGNATION -  A 100
 BS0827  PID         -  BS0827
 BS0827  STATE/COUNTY-  GA/THOMAS
 BS0827  USGS QUAD   -  COOLIDGE (1987)
 BS0827
 BS0827                         *CURRENT SURVEY CONTROL
 BS0827  ___________________________________________________________________
 BS0827* NAD 83(1986)-  31 00 42.     (N)    083 51 56.     (W)     SCALED    
 BS0827* NAVD 88     -        76.798  (meters)     251.96   (feet)  ADJUSTED  
 BS0827  ___________________________________________________________________
 BS0827  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BS0827  DYNAMIC HT  -          76.701 (meters)     251.64  (feet)  COMP
 BS0827  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 BS0827
 BS0827  VERT ORDER  -  SECOND    CLASS 0
 BS0827
 BS0827.The horizontal coordinates were scaled from a topographic map and have
 BS0827.an estimated accuracy of +/- 6 seconds.
 BS0827
 BS0827.The orthometric height was determined by differential leveling
 BS0827.and adjusted by the National Geodetic Survey in June 1991..
 BS0827
 BS0827.The geoid height was determined by GEOID03.
 BS0827
 BS0827.The dynamic height is computed by dividing the NAVD 88
 BS0827.geopotential number by the normal gravity value computed on the
 BS0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0827.degrees latitude (g = 980.6199 gals.).
 BS0827
 BS0827.The modeled gravity was interpolated from observed gravity values.
 BS0827
 BS0827;                    North         East    Units  Estimated Accuracy
 BS0827;SPC GA W     -   112,180.      728,750.      MT  (+/- 180 meters Scaled)
 BS0827
 BS0827                          SUPERSEDED SURVEY CONTROL
 BS0827
 BS0827  NGVD 29 (??/??/92)   76.953  (m)          252.47   (f) ADJ UNCH    2 0
 BS0827
 BS0827.Superseded values are not recommended for survey control.
 BS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0827.See file dsdata.txt to determine how the superseded data were derived.
 BS0827
 BS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ264344(NAD 83)
 BS0827_MARKER: DB = BENCH MARK DISK
 BS0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0827_STAMPING: A 100 1934
 BS0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0827+STABILITY: SURFACE MOTION
 BS0827
 BS0827  HISTORY     - Date     Condition        Report By
 BS0827  HISTORY     - 1934     MONUMENTED       CGS
 BS0827  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0827
 BS0827                          STATION DESCRIPTION
 BS0827
 BS0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0827'AT COOLIDGE.
 BS0827'AT COOLIDGE, THOMAS COUNTY, ABOUT 43 YARDS NORTH OF THE ATLANTA,
 BS0827'BIRMINGHAM AND COAST RAILROAD STATION, ABOUT 28 YARDS NORTH OF A
 BS0827'ROAD CROSSING, 34 FEET EAST OF THE EAST RAIL OF THE WEST SIDE
 BS0827'TRACK, AND 19 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.  A
 BS0827'STANDARD DISK, STAMPED A 100 1934 AND SET IN THE TOP OF A CONCRETE
 BS0827'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 BS0827
 BS0827                          STATION RECOVERY (1974)
 BS0827
 BS0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0112 ***********************************************************************
 BS0112  DESIGNATION -  A 101
 BS0112  PID         -  BS0112
 BS0112  STATE/COUNTY-  GA/WARE
 BS0112  USGS QUAD   -  PINE VALLEY (1988)
 BS0112
 BS0112                         *CURRENT SURVEY CONTROL
 BS0112  ___________________________________________________________________
 BS0112* NAD 83(1986)-  31 07 38.     (N)    082 30 27.     (W)     SCALED    
 BS0112* NAVD 88     -        44.007  (meters)     144.38   (feet)  ADJUSTED  
 BS0112  ___________________________________________________________________
 BS0112  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BS0112  DYNAMIC HT  -          43.953 (meters)     144.20  (feet)  COMP
 BS0112  MODELED GRAV-     979,402.0   (mgal)                       NAVD 88
 BS0112
 BS0112  VERT ORDER  -  SECOND    CLASS 0
 BS0112
 BS0112.The horizontal coordinates were scaled from a topographic map and have
 BS0112.an estimated accuracy of +/- 6 seconds.
 BS0112
 BS0112.The orthometric height was determined by differential leveling
 BS0112.and adjusted by the National Geodetic Survey in June 1991..
 BS0112
 BS0112.The geoid height was determined by GEOID03.
 BS0112
 BS0112.The dynamic height is computed by dividing the NAVD 88
 BS0112.geopotential number by the normal gravity value computed on the
 BS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0112.degrees latitude (g = 980.6199 gals.).
 BS0112
 BS0112.The modeled gravity was interpolated from observed gravity values.
 BS0112
 BS0112;                    North         East    Units  Estimated Accuracy
 BS0112;SPC GA E     -   125,000.      167,500.      MT  (+/- 180 meters Scaled)
 BS0112
 BS0112                          SUPERSEDED SURVEY CONTROL
 BS0112
 BS0112  NGVD 29 (??/??/92)   44.266  (m)          145.23   (f) ADJ UNCH    2 0
 BS0112
 BS0112.Superseded values are not recommended for survey control.
 BS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0112.See file dsdata.txt to determine how the superseded data were derived.
 BS0112
 BS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ562446(NAD 83)
 BS0112_MARKER: DB = BENCH MARK DISK
 BS0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0112_STAMPING: A 101 1934
 BS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0112+STABILITY: SURFACE MOTION
 BS0112
 BS0112  HISTORY     - Date     Condition        Report By
 BS0112  HISTORY     - 1934     MONUMENTED       CGS
 BS0112  HISTORY     - 1967     MARK NOT FOUND   USGS
 BS0112
 BS0112                          STATION DESCRIPTION
 BS0112
 BS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0112'1.1 MI NE FROM GLENMORE.
 BS0112'ABOUT 1.1 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0112'FROM THE STATION AT GLENMORE, WARE COUNTY, ABOUT 200 YARDS WEST
 BS0112'OF MILEPOST S 107, ABOUT 204 YARDS WEST OF A TIMBER TRESTLE, AND
 BS0112'37.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED A
 BS0112'101 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 BS0112'INCHES ABOVE GROUND.
 BS0112
 BS0112                          STATION RECOVERY (1967)
 BS0112
 BS0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BS0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1614 ***********************************************************************
 BD1614  DESIGNATION -  A 102
 BD1614  PID         -  BD1614
 BD1614  STATE/COUNTY-  GA/LOWNDES
 BD1614  USGS QUAD   -  INDIANOLA (1971)
 BD1614
 BD1614                         *CURRENT SURVEY CONTROL
 BD1614  ___________________________________________________________________
 BD1614* NAD 83(1986)-  30 52 23.     (N)    083 10 08.     (W)     SCALED    
 BD1614* NAVD 88     -        62.538  (meters)     205.18   (feet)  ADJUSTED  
 BD1614  ___________________________________________________________________
 BD1614  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BD1614  DYNAMIC HT  -          62.459 (meters)     204.92  (feet)  COMP
 BD1614  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 BD1614
 BD1614  VERT ORDER  -  SECOND    CLASS 0
 BD1614
 BD1614.The horizontal coordinates were scaled from a topographic map and have
 BD1614.an estimated accuracy of +/- 6 seconds.
 BD1614
 BD1614.The orthometric height was determined by differential leveling
 BD1614.and adjusted by the National Geodetic Survey in June 1991..
 BD1614
 BD1614.The geoid height was determined by GEOID03.
 BD1614
 BD1614.The dynamic height is computed by dividing the NAVD 88
 BD1614.geopotential number by the normal gravity value computed on the
 BD1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1614.degrees latitude (g = 980.6199 gals.).
 BD1614
 BD1614.The modeled gravity was interpolated from observed gravity values.
 BD1614
 BD1614;                    North         East    Units  Estimated Accuracy
 BD1614;SPC GA W     -    97,200.      795,410.      MT  (+/- 180 meters Scaled)
 BD1614
 BD1614                          SUPERSEDED SURVEY CONTROL
 BD1614
 BD1614  NGVD 29 (??/??/92)   62.751  (m)          205.88   (f) ADJ UNCH    2 0
 BD1614
 BD1614.Superseded values are not recommended for survey control.
 BD1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1614.See file dsdata.txt to determine how the superseded data were derived.
 BD1614
 BD1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ926175(NAD 83)
 BD1614_MARKER: DB = BENCH MARK DISK
 BD1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1614_STAMPING: A 102 1934
 BD1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1614+STABILITY: SURFACE MOTION
 BD1614
 BD1614  HISTORY     - Date     Condition        Report By
 BD1614  HISTORY     - 1934     MONUMENTED       CGS
 BD1614  HISTORY     - 1935     GOOD             NGS
 BD1614  HISTORY     - 1971     MARK NOT FOUND   NGS
 BD1614
 BD1614                          STATION DESCRIPTION
 BD1614
 BD1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1614'2 MI SW FROM DELMAR.
 BD1614'ABOUT 2 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1614'FROM THE STATION AT DELMAR, LOWNDES COUNTY, ABOUT 0.1 MILE WEST
 BD1614'OF MILEPOST S 150, 60 FEET EAST OF POLE 1170, 67 FEET NORTH
 BD1614'OF THE NORTH RAIL OF THE MAIN TRACK, AND 53 FEET NORTH OF THE
 BD1614'NORTH RAIL OF THE NORTH SIDETRACK.  A STANDARD DISK, STAMPED
 BD1614'A 102 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1614'ABOUT 6 INCHES ABOVE GROUND.
 BD1614
 BD1614                          STATION RECOVERY (1971)
 BD1614
 BD1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BD1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0955 ***********************************************************************
 DG0955  DESIGNATION -  A 103
 DG0955  PID         -  DG0955
 DG0955  STATE/COUNTY-  GA/MERIWETHER
 DG0955  USGS QUAD   -  LUTHERSVILLE (1971)
 DG0955
 DG0955                         *CURRENT SURVEY CONTROL
 DG0955  ___________________________________________________________________
 DG0955* NAD 83(1986)-  33 10 51.     (N)    084 44 32.     (W)     SCALED    
 DG0955* NAVD 88     -       253.957  (meters)     833.19   (feet)  ADJUSTED  
 DG0955  ___________________________________________________________________
 DG0955  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG0955  DYNAMIC HT  -         253.667 (meters)     832.24  (feet)  COMP
 DG0955  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 DG0955
 DG0955  VERT ORDER  -  SECOND    CLASS 0
 DG0955
 DG0955.The horizontal coordinates were scaled from a topographic map and have
 DG0955.an estimated accuracy of +/- 6 seconds.
 DG0955
 DG0955.The orthometric height was determined by differential leveling
 DG0955.and adjusted by the National Geodetic Survey in June 1991..
 DG0955
 DG0955.The geoid height was determined by GEOID03.
 DG0955
 DG0955.The dynamic height is computed by dividing the NAVD 88
 DG0955.geopotential number by the normal gravity value computed on the
 DG0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0955.degrees latitude (g = 980.6199 gals.).
 DG0955
 DG0955.The modeled gravity was interpolated from observed gravity values.
 DG0955
 DG0955;                    North         East    Units  Estimated Accuracy
 DG0955;SPC GA W     -   352,800.      646,330.      MT  (+/- 180 meters Scaled)
 DG0955
 DG0955                          SUPERSEDED SURVEY CONTROL
 DG0955
 DG0955  NGVD 29 (??/??/92)  253.962  (m)          833.21   (f) ADJ UNCH    2 0
 DG0955
 DG0955.Superseded values are not recommended for survey control.
 DG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0955.See file dsdata.txt to determine how the superseded data were derived.
 DG0955
 DG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB105736(NAD 83)
 DG0955_MARKER: DB = BENCH MARK DISK
 DG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0955+STABILITY: SURFACE MOTION
 DG0955
 DG0955  HISTORY     - Date     Condition        Report By
 DG0955  HISTORY     - UNK      MONUMENTED       CGS
 DG0955  HISTORY     - 1953     GOOD             NGS
 DG0955
 DG0955                          STATION DESCRIPTION
 DG0955
 DG0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0955'2.1 MI S FROM LUTHERSVILLE.
 DG0955'2.1 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 DG0955'STATION AT LUTHERSVILLE, MERIWETHER COUNTY, 29 FEET EAST OF THE
 DG0955'EAST RAIL, 10 FEET SOUTH OF THE FIFTH TELEGRAPH POLE NORTH OF
 DG0955'MILEPOST C 61, 17 FEET WEST OF A VERTICAL RAIL SET IN THE GROUND,
 DG0955'SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING 6 INCHES
 DG0955'AND 3 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0841 ***********************************************************************
 CL0841  DESIGNATION -  A 105
 CL0841  PID         -  CL0841
 CL0841  STATE/COUNTY-  GA/HOUSTON
 CL0841  USGS QUAD   -  PERRY EAST (1985)
 CL0841
 CL0841                         *CURRENT SURVEY CONTROL
 CL0841  ___________________________________________________________________
 CL0841* NAD 83(1986)-  32 23 25.     (N)    083 38 45.     (W)     SCALED    
 CL0841* NAVD 88     -        99.477  (meters)     326.37   (feet)  ADJUSTED  
 CL0841  ___________________________________________________________________
 CL0841  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CL0841  DYNAMIC HT  -          99.365 (meters)     326.00  (feet)  COMP
 CL0841  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CL0841
 CL0841  VERT ORDER  -  SECOND    CLASS 0
 CL0841
 CL0841.The horizontal coordinates were scaled from a topographic map and have
 CL0841.an estimated accuracy of +/- 6 seconds.
 CL0841
 CL0841.The orthometric height was determined by differential leveling
 CL0841.and adjusted by the National Geodetic Survey in June 1991..
 CL0841
 CL0841.The geoid height was determined by GEOID03.
 CL0841
 CL0841.The dynamic height is computed by dividing the NAVD 88
 CL0841.geopotential number by the normal gravity value computed on the
 CL0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0841.degrees latitude (g = 980.6199 gals.).
 CL0841
 CL0841.The modeled gravity was interpolated from observed gravity values.
 CL0841
 CL0841;                    North         East    Units  Estimated Accuracy
 CL0841;SPC GA W     -   265,110.      749,000.      MT  (+/- 180 meters Scaled)
 CL0841
 CL0841                          SUPERSEDED SURVEY CONTROL
 CL0841
 CL0841  NGVD 29 (??/??/92)   99.632  (m)          326.88   (f) ADJ UNCH    2 0
 CL0841
 CL0841.Superseded values are not recommended for survey control.
 CL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0841.See file dsdata.txt to determine how the superseded data were derived.
 CL0841
 CL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR511867(NAD 83)
 CL0841_MARKER: DB = BENCH MARK DISK
 CL0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0841_STAMPING: A 105 1934
 CL0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0841+STABILITY: SURFACE MOTION
 CL0841
 CL0841  HISTORY     - Date     Condition        Report By
 CL0841  HISTORY     - 1934     MONUMENTED       CGS
 CL0841
 CL0841                          STATION DESCRIPTION
 CL0841
 CL0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0841'1.8 MI S FROM CLINCHFIELD.
 CL0841'ABOUT 1.8 MILES SOUTH ALONG THE GEORGIA SOUTHERN AND FLORIDA
 CL0841'RAILWAY FROM THE STATION AT CLINCHFIELD, HOUSTON COUNTY, ABOUT
 CL0841'1/4 MILE NORTH OF MILEPOST 33, ABOUT 72 YARDS NORTH OF A RELAY
 CL0841'BOX, ABOUT 60 YARDS SOUTHEAST OF A ROAD CROSSING, 58.7 FEET EAST
 CL0841'OF THE EAST RAIL, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 CL0841'A STANDARD DISK, STAMPED A 105 1934 AND SET IN THE TOP OF A
 CL0841'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0435 ***********************************************************************
 CL0435  DESIGNATION -  A 106
 CL0435  PID         -  CL0435
 CL0435  STATE/COUNTY-  GA/LAURENS
 CL0435  USGS QUAD   -  DUBLIN (1985)
 CL0435
 CL0435                         *CURRENT SURVEY CONTROL
 CL0435  ___________________________________________________________________
 CL0435* NAD 83(1986)-  32 31 20.     (N)    082 56 08.     (W)     SCALED    
 CL0435* NAVD 88     -        72.237  (meters)     237.00   (feet)  ADJUSTED  
 CL0435  ___________________________________________________________________
 CL0435  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CL0435  DYNAMIC HT  -          72.155 (meters)     236.73  (feet)  COMP
 CL0435  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CL0435
 CL0435  VERT ORDER  -  SECOND    CLASS 0
 CL0435
 CL0435.The horizontal coordinates were scaled from a topographic map and have
 CL0435.an estimated accuracy of +/- 6 seconds.
 CL0435
 CL0435.The orthometric height was determined by differential leveling
 CL0435.and adjusted by the National Geodetic Survey in June 1991..
 CL0435
 CL0435.The geoid height was determined by GEOID03.
 CL0435
 CL0435.The dynamic height is computed by dividing the NAVD 88
 CL0435.geopotential number by the normal gravity value computed on the
 CL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0435.degrees latitude (g = 980.6199 gals.).
 CL0435
 CL0435.The modeled gravity was interpolated from observed gravity values.
 CL0435
 CL0435;                    North         East    Units  Estimated Accuracy
 CL0435;SPC GA E     -   279,880.      127,770.      MT  (+/- 180 meters Scaled)
 CL0435
 CL0435                          SUPERSEDED SURVEY CONTROL
 CL0435
 CL0435  NGVD 29 (??/??/92)   72.398  (m)          237.53   (f) ADJ UNCH    2 0
 CL0435
 CL0435.Superseded values are not recommended for survey control.
 CL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0435.See file dsdata.txt to determine how the superseded data were derived.
 CL0435
 CL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR182999(NAD 83)
 CL0435_MARKER: DB = BENCH MARK DISK
 CL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0435_STAMPING: A 106 1934 237.526
 CL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0435+STABILITY: SURFACE MOTION
 CL0435
 CL0435  HISTORY     - Date     Condition        Report By
 CL0435  HISTORY     - 1934     MONUMENTED       CGS
 CL0435  HISTORY     - 1955     GOOD             NGS
 CL0435  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0435
 CL0435                          STATION DESCRIPTION
 CL0435
 CL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0435'2 MI WSW FROM DUBLIN.
 CL0435'ABOUT 1.4 MILES W ALONG NO. 80 U.S. HIGHWAY (BELLEVUE STREET) FROM
 CL0435'THE COURTHOUSE IN DUBLIN, LAURENS COUNTY, THENCE ON THE LEFT FORK
 CL0435'STRAIGHT AHEAD LEAVING NO. 80 HWY, 0.6 MILE AND CURVE SHARPLY LEFT,
 CL0435'THENCE SE 0.4 MILE, THENCE SW ALONG THE RAILROAD 0.1 MILE AND TURN
 CL0435'LEFT, THENCE MEANDER SOUTHERLY ON OLD FARM ROADS 0.5 MILE TO AN
 CL0435'OLD RAILROAD ROADBED AT AN OLD TRESTLE SITE.  THE MARK IS IN THE N
 CL0435'CORNER OF AN OLD FIELD, ABOUT 65 YARDS SSW OF THE OLD TRESTLE SITE,
 CL0435'48.5 FEET NE OF A 24-INCH WATER OAK, 53 FEET SE OF THE CENTER OF
 CL0435'THE OLD RAILROAD FILL, AND 1.3 FEET LOWER THAN SAME.  A STANDARD
 CL0435'DISK IS STAMPED A 106 1934 237.526 AND SET IN TOP OF A CONCRETE
 CL0435'POST THAT PROJECTS 0.3 FOOT.
 CL0435
 CL0435                          STATION RECOVERY (1974)
 CL0435
 CL0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0527 ***********************************************************************
 BT0527  DESIGNATION -  A 107
 BT0527  PID         -  BT0527
 BT0527  STATE/COUNTY-  GA/CLAY
 BT0527  USGS QUAD   -  COLEMAN (1973)
 BT0527
 BT0527                         *CURRENT SURVEY CONTROL
 BT0527  ___________________________________________________________________
 BT0527* NAD 83(1986)-  31 39 27.     (N)    084 56 08.     (W)     SCALED    
 BT0527* NAVD 88     -        82.157  (meters)     269.54   (feet)  ADJUSTED  
 BT0527  ___________________________________________________________________
 BT0527  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT0527  DYNAMIC HT  -          82.059 (meters)     269.22  (feet)  COMP
 BT0527  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 BT0527
 BT0527  VERT ORDER  -  SECOND    CLASS 0
 BT0527
 BT0527.The horizontal coordinates were scaled from a topographic map and have
 BT0527.an estimated accuracy of +/- 6 seconds.
 BT0527
 BT0527.The orthometric height was determined by differential leveling
 BT0527.and adjusted by the National Geodetic Survey in June 1991..
 BT0527
 BT0527.The geoid height was determined by GEOID03.
 BT0527
 BT0527.The dynamic height is computed by dividing the NAVD 88
 BT0527.geopotential number by the normal gravity value computed on the
 BT0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0527.degrees latitude (g = 980.6199 gals.).
 BT0527
 BT0527.The modeled gravity was interpolated from observed gravity values.
 BT0527
 BT0527;                    North         East    Units  Estimated Accuracy
 BT0527;SPC GA W     -   184,000.      627,080.      MT  (+/- 180 meters Scaled)
 BT0527
 BT0527                          SUPERSEDED SURVEY CONTROL
 BT0527
 BT0527  NGVD 29 (??/??/92)   82.222  (m)          269.76   (f) ADJ UNCH    2 0
 BT0527
 BT0527.Superseded values are not recommended for survey control.
 BT0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0527.See file dsdata.txt to determine how the superseded data were derived.
 BT0527
 BT0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA957043(NAD 83)
 BT0527_MARKER: DB = BENCH MARK DISK
 BT0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0527+STABILITY: SURFACE MOTION
 BT0527
 BT0527  HISTORY     - Date     Condition        Report By
 BT0527  HISTORY     - UNK      MONUMENTED       CGS
 BT0527
 BT0527                          STATION DESCRIPTION
 BT0527
 BT0527'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 BT0527'2.9 MI SW FROM COLEMAN.
 BT0527'A-107 IS LOCATED 2.9 MILES SOUTHWEST OF THE RWY. STATION AT
 BT0527'COLEMAN, 35 YARDS NORTHEAST OF MILE POST F-9, 35 YARDS SOUTHWEST OF A
 BT0527'4 FOOT CONCRETE CULVERT UNDER TRACKS, 18.4 FT. SOUTHEAST OF
 BT0527'SOUTHEAST RAIL OF TRACKS.  STANDARD TABLET SET IN TOP OF A CONCRETE
 BT0527'POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0056 ***********************************************************************
 BS0056  DESIGNATION -  A 110
 BS0056  PID         -  BS0056
 BS0056  STATE/COUNTY-  GA/WARE
 BS0056  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0056
 BS0056                         *CURRENT SURVEY CONTROL
 BS0056  ___________________________________________________________________
 BS0056* NAD 83(1986)-  31 12 32.     (N)    082 20 27.     (W)     SCALED    
 BS0056* NAVD 88     -        39.703  (meters)     130.26   (feet)  ADJUSTED  
 BS0056  ___________________________________________________________________
 BS0056  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BS0056  DYNAMIC HT  -          39.655 (meters)     130.10  (feet)  COMP
 BS0056  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 BS0056
 BS0056  VERT ORDER  -  SECOND    CLASS 0
 BS0056
 BS0056.The horizontal coordinates were scaled from a topographic map and have
 BS0056.an estimated accuracy of +/- 6 seconds.
 BS0056
 BS0056.The orthometric height was determined by differential leveling
 BS0056.and adjusted by the National Geodetic Survey in June 1991..
 BS0056
 BS0056.The geoid height was determined by GEOID03.
 BS0056
 BS0056.The dynamic height is computed by dividing the NAVD 88
 BS0056.geopotential number by the normal gravity value computed on the
 BS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0056.degrees latitude (g = 980.6199 gals.).
 BS0056
 BS0056.The modeled gravity was interpolated from observed gravity values.
 BS0056
 BS0056;                    North         East    Units  Estimated Accuracy
 BS0056;SPC GA E     -   134,020.      183,400.      MT  (+/- 180 meters Scaled)
 BS0056
 BS0056                          SUPERSEDED SURVEY CONTROL
 BS0056
 BS0056  NGVD 29 (??/??/92)   39.975  (m)          131.15   (f) ADJ UNCH    2 0
 BS0056
 BS0056.Superseded values are not recommended for survey control.
 BS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0056.See file dsdata.txt to determine how the superseded data were derived.
 BS0056
 BS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ722535(NAD 83)
 BS0056_MARKER: DB = BENCH MARK DISK
 BS0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0056_STAMPING: A 110 1934
 BS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0056+STABILITY: SURFACE MOTION
 BS0056
 BS0056  HISTORY     - Date     Condition        Report By
 BS0056  HISTORY     - 1934     MONUMENTED       CGS
 BS0056  HISTORY     - 1937     GOOD             NGS
 BS0056  HISTORY     - 1966     GOOD             NGS
 BS0056
 BS0056                          STATION DESCRIPTION
 BS0056
 BS0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BS0056'1 MI EAST FROM WAYCROSS.
 BS0056'ABOUT 1 MILE EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BS0056'STATION AT WAYCROSS, WARE COUNTY, 3 POLES EAST OF MILEPOST B 58,
 BS0056'36 FEET SOUTH OF THE SOUTH RAIL, AND 37 FEET NORTH OF THE CENTERLINE
 BS0056'OF U.S. HIGHWAY 84.  A STANDARD DISK, STAMPED A 110 1934 AND
 BS0056'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 BS0056'GROUND.
 BS0056
 BS0056                          STATION RECOVERY (1966)
 BS0056
 BS0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BS0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0105 ***********************************************************************
 BS0105  DESIGNATION -  A 111
 BS0105  PID         -  BS0105
 BS0105  STATE/COUNTY-  GA/CHARLTON
 BS0105  USGS QUAD   -  WINOKUR (1988)
 BS0105
 BS0105                         *CURRENT SURVEY CONTROL
 BS0105  ___________________________________________________________________
 BS0105* NAD 83(1986)-  31 03 40.     (N)    082 00 57.     (W)     SCALED    
 BS0105* NAVD 88     -        19.962  (meters)      65.49   (feet)  ADJUSTED  
 BS0105  ___________________________________________________________________
 BS0105  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BS0105  DYNAMIC HT  -          19.938 (meters)      65.41  (feet)  COMP
 BS0105  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 BS0105
 BS0105  VERT ORDER  -  SECOND    CLASS 0
 BS0105
 BS0105.The horizontal coordinates were scaled from a topographic map and have
 BS0105.an estimated accuracy of +/- 6 seconds.
 BS0105
 BS0105.The orthometric height was determined by differential leveling
 BS0105.and adjusted by the National Geodetic Survey in June 1991..
 BS0105
 BS0105.The geoid height was determined by GEOID03.
 BS0105
 BS0105.The dynamic height is computed by dividing the NAVD 88
 BS0105.geopotential number by the normal gravity value computed on the
 BS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0105.degrees latitude (g = 980.6199 gals.).
 BS0105
 BS0105.The modeled gravity was interpolated from observed gravity values.
 BS0105
 BS0105;                    North         East    Units  Estimated Accuracy
 BS0105;SPC GA E     -   117,630.      214,400.      MT  (+/- 180 meters Scaled)
 BS0105
 BS0105                          SUPERSEDED SURVEY CONTROL
 BS0105
 BS0105  NGVD 29 (??/??/92)   20.28   (m)           66.5    (f) COMPUTED    2 0
 BS0105
 BS0105.Superseded values are not recommended for survey control.
 BS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0105.See file dsdata.txt to determine how the superseded data were derived.
 BS0105
 BS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ030368(NAD 83)
 BS0105_MARKER: DB = BENCH MARK DISK
 BS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0105_STAMPING: A 111 1934
 BS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0105+STABILITY: SURFACE MOTION
 BS0105
 BS0105  HISTORY     - Date     Condition        Report By
 BS0105  HISTORY     - 1934     MONUMENTED       CGS
 BS0105  HISTORY     - 1935     GOOD             NGS
 BS0105  HISTORY     - 1962     MARK NOT FOUND   USGS
 BS0105
 BS0105                          STATION DESCRIPTION
 BS0105
 BS0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BS0105'1.5 MI N FROM WINOKUR.
 BS0105'A-111 IS LOCATED 1.5 MILES NORTH OF THE RWY. STATION AT WINOKUR,
 BS0105'0.2 OF MILE SOUTH OF BLOCK SIGNAL TOWER 585.3, 100 YARDS NORTH OF
 BS0105'A ROAD CROSSING TRACK, 63.6 FT. EAST OF EAST RAIL, 4.3 FT. WEST
 BS0105'OF R/W FENCE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 BS0105'4 IN HIGH.
 BS0105
 BS0105                          STATION RECOVERY (1962)
 BS0105
 BS0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BS0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0454 ***********************************************************************
 BS0454  DESIGNATION -  A 113
 BS0454  PID         -  BS0454
 BS0454  STATE/COUNTY-  GA/JEFF DAVIS
 BS0454  USGS QUAD   -  HAZLEHURST SOUTH (1971)
 BS0454
 BS0454                         *CURRENT SURVEY CONTROL
 BS0454  ___________________________________________________________________
 BS0454* NAD 83(1986)-  31 52 03.     (N)    082 35 29.     (W)     SCALED    
 BS0454* NAVD 88     -        77.349  (meters)     253.77   (feet)  ADJUSTED  
 BS0454  ___________________________________________________________________
 BS0454  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BS0454  DYNAMIC HT  -          77.258 (meters)     253.47  (feet)  COMP
 BS0454  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 BS0454
 BS0454  VERT ORDER  -  FIRST     CLASS II
 BS0454
 BS0454.The horizontal coordinates were scaled from a topographic map and have
 BS0454.an estimated accuracy of +/- 6 seconds.
 BS0454
 BS0454.The orthometric height was determined by differential leveling
 BS0454.and adjusted by the National Geodetic Survey in June 1991..
 BS0454
 BS0454.The geoid height was determined by GEOID03.
 BS0454
 BS0454.The dynamic height is computed by dividing the NAVD 88
 BS0454.geopotential number by the normal gravity value computed on the
 BS0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0454.degrees latitude (g = 980.6199 gals.).
 BS0454
 BS0454.The modeled gravity was interpolated from observed gravity values.
 BS0454
 BS0454;                    North         East    Units  Estimated Accuracy
 BS0454;SPC GA E     -   207,110.      159,810.      MT  (+/- 180 meters Scaled)
 BS0454
 BS0454                          SUPERSEDED SURVEY CONTROL
 BS0454
 BS0454  NGVD 29 (??/??/92)   77.585  (m)          254.54   (f) ADJ UNCH    1 2
 BS0454
 BS0454.Superseded values are not recommended for survey control.
 BS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0454.See file dsdata.txt to determine how the superseded data were derived.
 BS0454
 BS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR494268(NAD 83)
 BS0454_MARKER: DB = BENCH MARK DISK
 BS0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0454_STAMPING: A 113 1935
 BS0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0454+STABILITY: SURFACE MOTION
 BS0454
 BS0454  HISTORY     - Date     Condition        Report By
 BS0454  HISTORY     - 1935     MONUMENTED       CGS
 BS0454  HISTORY     - 1959     GOOD             NGS
 BS0454  HISTORY     - 1970     MARK NOT FOUND   USGS
 BS0454
 BS0454                          STATION DESCRIPTION
 BS0454
 BS0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BS0454'AT HAZLEHURST.
 BS0454'AT HAZLEHURST, ABOUT 0.25 MILE NORTHEAST ALONG THE GEORGIA AND
 BS0454'FLORIDA RAILROAD FROM THE CROSSING OF THE SOUTHERN RAILWAY, AT
 BS0454'THE CROSSING OF U.S. HIGHWAY 341, 17 1/2 FEET NORTHWEST OF THE
 BS0454'NORTHWEST RAIL, 55 FEET NORTHEAST OF THE CENTER LINE OF THE
 BS0454'HIGHWAY, 59 FEET NORTH OF THE CENTER LINE OF THE CROSSING, 4.2
 BS0454'FEET SOUTHEAST OF THE EAST CORNER OF THE CONCRETE BASE TO A LARGE
 BS0454'SIGNAL CONTROL BOX AND IS ALMOST DIRECTLY IN LINE WITH THE
 BS0454'NORTHEAST END OF THE BASE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BS0454'TRACK, AND SET IN TOP OF A CONCRETE POST 1 FOOT BELOW THE SURFACE
 BS0454'OF THE GROUND.
 BS0454
 BS0454                          STATION RECOVERY (1970)
 BS0454
 BS0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BS0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0902 ***********************************************************************
 BT0902  DESIGNATION -  A 115
 BT0902  PID         -  BT0902
 BT0902  STATE/COUNTY-  GA/EARLY
 BT0902  USGS QUAD   -  COLUMBIA (1981)
 BT0902
 BT0902                         *CURRENT SURVEY CONTROL
 BT0902  ___________________________________________________________________
 BT0902* NAD 83(1986)-  31 17 09.     (N)    085 04 12.     (W)     SCALED    
 BT0902* NAVD 88     -        64.611  (meters)     211.98   (feet)  ADJUSTED  
 BT0902  ___________________________________________________________________
 BT0902  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BT0902  DYNAMIC HT  -          64.531 (meters)     211.72  (feet)  COMP
 BT0902  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 BT0902
 BT0902  VERT ORDER  -  SECOND    CLASS 0
 BT0902
 BT0902.The horizontal coordinates were scaled from a topographic map and have
 BT0902.an estimated accuracy of +/- 6 seconds.
 BT0902
 BT0902.The orthometric height was determined by differential leveling
 BT0902.and adjusted by the National Geodetic Survey in June 1991..
 BT0902
 BT0902.The geoid height was determined by GEOID03.
 BT0902
 BT0902.The dynamic height is computed by dividing the NAVD 88
 BT0902.geopotential number by the normal gravity value computed on the
 BT0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0902.degrees latitude (g = 980.6199 gals.).
 BT0902
 BT0902.The modeled gravity was interpolated from observed gravity values.
 BT0902
 BT0902;                    North         East    Units  Estimated Accuracy
 BT0902;SPC GA W     -   142,890.      613,990.      MT  (+/- 180 meters Scaled)
 BT0902
 BT0902                          SUPERSEDED SURVEY CONTROL
 BT0902
 BT0902  NGVD 29 (??/??/92)   64.690  (m)          212.24   (f) ADJ UNCH    2 0
 BT0902
 BT0902.Superseded values are not recommended for survey control.
 BT0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0902.See file dsdata.txt to determine how the superseded data were derived.
 BT0902
 BT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV837628(NAD 83)
 BT0902_MARKER: DB = BENCH MARK DISK
 BT0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0902_STAMPING: A 115 1934
 BT0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0902+STABILITY: SURFACE MOTION
 BT0902
 BT0902  HISTORY     - Date     Condition        Report By
 BT0902  HISTORY     - 1934     MONUMENTED       CGS
 BT0902  HISTORY     - 1941     GOOD             NGS
 BT0902
 BT0902                          STATION DESCRIPTION
 BT0902
 BT0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 BT0902'AT HILTON.
 BT0902'AT HILTON, EARLY COUNTY, 0.3 MILE WEST OF THE CENTRAL OF GEORGIA
 BT0902'RAILWAY STATION, 33 1/2 RAILS SOUTHWEST OF MILEPOST L 94, 48 FEET
 BT0902'WEST OF A PRIVATE ROAD CROSSING, AND 30 FEET NORTHWEST OF THE
 BT0902'TRACK.  A STANDARD DISK, STAMPED A 115 1934 AND SET IN THE TOP OF
 BT0902'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1393 ***********************************************************************
 DG1393  DESIGNATION -  A 116
 DG1393  PID         -  DG1393
 DG1393  STATE/COUNTY-  GA/TROUP
 DG1393  USGS QUAD   -  ABBOTTSFORD (1982)
 DG1393
 DG1393                         *CURRENT SURVEY CONTROL
 DG1393  ___________________________________________________________________
 DG1393* NAD 83(1986)-  33 02 47.     (N)    085 08 55.     (W)     SCALED    
 DG1393* NAVD 88     -       196.201  (meters)     643.70   (feet)  ADJUSTED  
 DG1393  ___________________________________________________________________
 DG1393  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG1393  DYNAMIC HT  -         195.973 (meters)     642.95  (feet)  COMP
 DG1393  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 DG1393
 DG1393  VERT ORDER  -  SECOND    CLASS 0
 DG1393
 DG1393.The horizontal coordinates were scaled from a topographic map and have
 DG1393.an estimated accuracy of +/- 6 seconds.
 DG1393
 DG1393.The orthometric height was determined by differential leveling
 DG1393.and adjusted by the National Geodetic Survey in June 1991..
 DG1393
 DG1393.The geoid height was determined by GEOID03.
 DG1393
 DG1393.The dynamic height is computed by dividing the NAVD 88
 DG1393.geopotential number by the normal gravity value computed on the
 DG1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1393.degrees latitude (g = 980.6199 gals.).
 DG1393
 DG1393.The modeled gravity was interpolated from observed gravity values.
 DG1393
 DG1393;                    North         East    Units  Estimated Accuracy
 DG1393;SPC GA W     -   338,170.      608,290.      MT  (+/- 180 meters Scaled)
 DG1393
 DG1393                          SUPERSEDED SURVEY CONTROL
 DG1393
 DG1393  NGVD 29 (??/??/92)  196.176  (m)          643.62   (f) ADJ UNCH    2 0
 DG1393
 DG1393.Superseded values are not recommended for survey control.
 DG1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1393.See file dsdata.txt to determine how the superseded data were derived.
 DG1393
 DG1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB728579(NAD 83)
 DG1393_MARKER: DB = BENCH MARK DISK
 DG1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1393_STAMPING: A 116 1934 643.621
 DG1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1393+STABILITY: SURFACE MOTION
 DG1393
 DG1393  HISTORY     - Date     Condition        Report By
 DG1393  HISTORY     - 1934     MONUMENTED       CGS
 DG1393  HISTORY     - 1954     GOOD             NGS
 DG1393
 DG1393                          STATION DESCRIPTION
 DG1393
 DG1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DG1393'1.9 MI SE FROM ABBOTTSFORD.
 DG1393'LOCATED ABOUT 1.9 MILES SOUTHEAST OF ABBOTTSFORD, ALONG THE
 DG1393'ATLANTA, BIRMINGHAM AND COAST RAILROAD, ABOUT 0.5 MILE EAST OF
 DG1393'THE EAST END OF THE RAILROAD BRIDGE OVER THE CHATTAHOOCHEE
 DG1393'RIVER, IN A TRIANGULAR PLOT OF GROUND FORMED BY THE RAILROAD
 DG1393'AND A DIRT ROAD.  IT IS 8 1/2 RAILS EAST OF MILEPOST 295, 27
 DG1393'FEET NORTH OF THE NORTH RAIL OF THE TRACKS AND 32 FEET SOUTH
 DG1393'OF THE CENTERLINE OF THE DIRT ROAD.  IT IS ABOUT NORTH OF A
 DG1393'LONE PINE TREE IN A FIELD SOUTH OF THE TRACKS.  IT IS A STANDARD
 DG1393'DISK SET IN A CONCRETE POST PROJECTING 4 INCHES AND ABOUT LEVEL
 DG1393'WITH THE TRACK AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0992 ***********************************************************************
 EE0992  DESIGNATION -  A 118
 EE0992  PID         -  EE0992
 EE0992  STATE/COUNTY-  GA/CHATTOOGA
 EE0992  USGS QUAD   -  VALLEY HEAD (1983)
 EE0992
 EE0992                         *CURRENT SURVEY CONTROL
 EE0992  ___________________________________________________________________
 EE0992* NAD 83(1986)-  34 31 45.     (N)    085 30 52.     (W)     SCALED    
 EE0992* NAVD 88     -       456.523  (meters)    1497.78   (feet)  ADJUSTED  
 EE0992  ___________________________________________________________________
 EE0992  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE0992  DYNAMIC HT  -         456.044 (meters)    1496.20  (feet)  COMP
 EE0992  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 EE0992
 EE0992  VERT ORDER  -  SECOND    CLASS 0
 EE0992
 EE0992.The horizontal coordinates were scaled from a topographic map and have
 EE0992.an estimated accuracy of +/- 6 seconds.
 EE0992
 EE0992.The orthometric height was determined by differential leveling
 EE0992.and adjusted by the National Geodetic Survey in June 1991..
 EE0992
 EE0992.The geoid height was determined by GEOID03.
 EE0992
 EE0992.The dynamic height is computed by dividing the NAVD 88
 EE0992.geopotential number by the normal gravity value computed on the
 EE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0992.degrees latitude (g = 980.6199 gals.).
 EE0992
 EE0992.The modeled gravity was interpolated from observed gravity values.
 EE0992
 EE0992;                    North         East    Units  Estimated Accuracy
 EE0992;SPC GA W     -   503,020.      576,270.      MT  (+/- 180 meters Scaled)
 EE0992
 EE0992                          SUPERSEDED SURVEY CONTROL
 EE0992
 EE0992  NGVD 29 (??/??/92)  456.481  (m)         1497.64   (f) ADJ UNCH    2 0
 EE0992
 EE0992.Superseded values are not recommended for survey control.
 EE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0992.See file dsdata.txt to determine how the superseded data were derived.
 EE0992
 EE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD363218(NAD 83)
 EE0992_MARKER: DB = BENCH MARK DISK
 EE0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0992+STABILITY: SURFACE MOTION
 EE0992
 EE0992  HISTORY     - Date     Condition        Report By
 EE0992  HISTORY     - UNK      MONUMENTED       CGS
 EE0992  HISTORY     - 1948     MARK NOT FOUND   NGS
 EE0992  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0992
 EE0992                          STATION DESCRIPTION
 EE0992
 EE0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0992'1.8 MI W FROM CLOUDLAND.
 EE0992'THE HIGHWAY HAS BEEN WIDENED AT THIS POINT AND A ROADSIDE
 EE0992'TAVERN BUILT ON THE SOUTH SIDE OF THE HIGHWAY.  A WIDE DRIVEWAY
 EE0992'LEADING INTO THE TAVERN PASSES OVER THE DESCRIBED LOCATION.
 EE0992'THE OPERATOR OF THE TAVERN REPORTS THAT HE KNOWS NOTHING OF
 EE0992'THE MARK.  IT SEEMS ALMOST CERTAIN THAT THIS MARK HAS BEEN
 EE0992'DESTROYED.
 EE0992
 EE0992                          STATION RECOVERY (1972)
 EE0992
 EE0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0434 ***********************************************************************
 EE0434  DESIGNATION -  A 119
 EE0434  PID         -  EE0434
 EE0434  STATE/COUNTY-  GA/WALKER
 EE0434  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE0434
 EE0434                         *CURRENT SURVEY CONTROL
 EE0434  ___________________________________________________________________
 EE0434* NAD 83(1986)-  34 57 36.     (N)    085 17 50.     (W)     SCALED    
 EE0434* NAVD 88     -       238.603  (meters)     782.82   (feet)  ADJUSTED  
 EE0434  ___________________________________________________________________
 EE0434  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 EE0434  DYNAMIC HT  -         238.365 (meters)     782.04  (feet)  COMP
 EE0434  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EE0434
 EE0434  VERT ORDER  -  SECOND    CLASS 0
 EE0434
 EE0434.The horizontal coordinates were scaled from a topographic map and have
 EE0434.an estimated accuracy of +/- 6 seconds.
 EE0434
 EE0434.The orthometric height was determined by differential leveling
 EE0434.and adjusted by the National Geodetic Survey in June 1991..
 EE0434
 EE0434.The geoid height was determined by GEOID03.
 EE0434
 EE0434.The dynamic height is computed by dividing the NAVD 88
 EE0434.geopotential number by the normal gravity value computed on the
 EE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0434.degrees latitude (g = 980.6199 gals.).
 EE0434
 EE0434.The modeled gravity was interpolated from observed gravity values.
 EE0434
 EE0434;                    North         East    Units  Estimated Accuracy
 EE0434;SPC GA W     -   550,570.      596,750.      MT  (+/- 180 meters Scaled)
 EE0434
 EE0434                          SUPERSEDED SURVEY CONTROL
 EE0434
 EE0434  NGVD 29 (??/??/92)  238.620  (m)          782.87   (f) ADJ UNCH    2 0
 EE0434
 EE0434.Superseded values are not recommended for survey control.
 EE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0434.See file dsdata.txt to determine how the superseded data were derived.
 EE0434
 EE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD554699(NAD 83)
 EE0434_MARKER: DB = BENCH MARK DISK
 EE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0434_STAMPING: A 119 1934
 EE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0434+STABILITY: SURFACE MOTION
 EE0434
 EE0434  HISTORY     - Date     Condition        Report By
 EE0434  HISTORY     - 1934     MONUMENTED       CGS
 EE0434  HISTORY     - 1972     GOOD             NGS
 EE0434  HISTORY     - 1975     MARK NOT FOUND   USGS
 EE0434
 EE0434                          STATION DESCRIPTION
 EE0434
 EE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0434'1.8 MI S FROM ROSSVILLE.
 EE0434'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 2 (MC FARLAND AVENUE)
 EE0434'FROM THE POST OFFICE AT ROSSVILLE, THENCE 1.35 MILE SOUTH ALONG
 EE0434'THE CENTRAL OF GEORGIA RAILWAY, ON A HILLSIDE, 110 FEET (3 RAILS)
 EE0434'SOUTH-SOUTHWEST OF MILEPOST 443, 23 FEET WEST OF THE WEST RAIL OF
 EE0434'THE TRACK, 13 1/2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE,
 EE0434'APPROXIMATELY 0.2 MILE EAST OF A ROCK CRUSHER, ALMOST IN LINE WITH
 EE0434'THE ROCK CRUSHER AND A VERY LARGE BUILDING WITH A RED ROOF THAT IS
 EE0434'ON A DISTANT MOUNTAIN, 0.5 FOOT EAST OF A METAL TVA WITNESS POST,
 EE0434'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 EE0434'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 EE0434
 EE0434                          STATION RECOVERY (1975)
 EE0434
 EE0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EE0434'DESCRIPTION INADEQUATE TO PINPOINT LOCATION. HEAVY UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0445 ***********************************************************************
 EE0445  DESIGNATION -  A 120
 EE0445  PID         -  EE0445
 EE0445  STATE/COUNTY-  GA/CATOOSA
 EE0445  USGS QUAD   -  EAST RIDGE (1982)
 EE0445
 EE0445                         *CURRENT SURVEY CONTROL
 EE0445  ___________________________________________________________________
 EE0445* NAD 83(1986)-  34 58 31.     (N)    085 08 33.     (W)     SCALED    
 EE0445* NAVD 88     -       212.333  (meters)     696.63   (feet)  ADJUSTED  
 EE0445  ___________________________________________________________________
 EE0445  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 EE0445  DYNAMIC HT  -         212.121 (meters)     695.93  (feet)  COMP
 EE0445  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 EE0445
 EE0445  VERT ORDER  -  SECOND    CLASS 0
 EE0445
 EE0445.The horizontal coordinates were scaled from a topographic map and have
 EE0445.an estimated accuracy of +/- 6 seconds.
 EE0445
 EE0445.The orthometric height was determined by differential leveling
 EE0445.and adjusted by the National Geodetic Survey in June 1991..
 EE0445
 EE0445.The geoid height was determined by GEOID03.
 EE0445
 EE0445.The dynamic height is computed by dividing the NAVD 88
 EE0445.geopotential number by the normal gravity value computed on the
 EE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0445.degrees latitude (g = 980.6199 gals.).
 EE0445
 EE0445.The modeled gravity was interpolated from observed gravity values.
 EE0445
 EE0445;                    North         East    Units  Estimated Accuracy
 EE0445;SPC GA W     -   552,120.      610,900.      MT  (+/- 180 meters Scaled)
 EE0445
 EE0445                          SUPERSEDED SURVEY CONTROL
 EE0445
 EE0445  NGVD 29 (??/??/92)  212.343  (m)          696.66   (f) ADJ UNCH    2 0
 EE0445
 EE0445.Superseded values are not recommended for survey control.
 EE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0445.See file dsdata.txt to determine how the superseded data were derived.
 EE0445
 EE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD695718(NAD 83)
 EE0445_MARKER: DB = BENCH MARK DISK
 EE0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0445_SP_SET: PIER
 EE0445_STAMPING: A 120 1934
 EE0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0445
 EE0445  HISTORY     - Date     Condition        Report By
 EE0445  HISTORY     - 1934     MONUMENTED       CGS
 EE0445  HISTORY     - 1972     GOOD             NGS
 EE0445
 EE0445                          STATION DESCRIPTION
 EE0445
 EE0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0445'0.2 MI SE FROM GRAYSVILLE.
 EE0445'ABOUT 0.15 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 EE0445'RAILROAD FROM A CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 EE0445'GRAYSVILLE, 1 1/2 POLES NORTHWEST OF MILEPOST 120/10, 29 FEET
 EE0445'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK, 119
 EE0445'FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD WHICH PARALLELS
 EE0445'THE TRACK ON THE NORTHEAST SIDE, 184.7 FEET WEST OF THE SOUTH
 EE0445'CORNER OF AN OLD BRICK BUILDING WHICH IS PARTIALLY OCCUPIED BY
 EE0445'THE POST OFFICE, SET IN THE TOP OF THE SOUTH CONCRETE PIER FOR
 EE0445'A WATER TANK WHICH HAS BEEN REMOVED AND WHICH PROJECTS 2.6 FEET
 EE0445'ON THE NORTHEAST SIDE, 122 1/2 FEET WEST OF THE SOUTHEAST END
 EE0445'OF A RAILROAD SWITCH, 2.8 FEET NORTHWEST OF A METAL WITNESS POST,
 EE0445'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0358 ***********************************************************************
 EE0358  DESIGNATION -  A 122
 EE0358  PID         -  EE0358
 EE0358  STATE/COUNTY-  GA/MURRAY
 EE0358  USGS QUAD   -  CRANDALL (1971)
 EE0358
 EE0358                         *CURRENT SURVEY CONTROL
 EE0358  ___________________________________________________________________
 EE0358* NAD 83(1986)-  34 46 40.     (N)    084 38 51.     (W)     SCALED    
 EE0358* NAVD 88     -       848.676  (meters)    2784.36   (feet)  ADJUSTED  
 EE0358  ___________________________________________________________________
 EE0358  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EE0358  DYNAMIC HT  -         847.749 (meters)    2781.32  (feet)  COMP
 EE0358  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 EE0358
 EE0358  VERT ORDER  -  SECOND    CLASS 0
 EE0358
 EE0358.The horizontal coordinates were scaled from a topographic map and have
 EE0358.an estimated accuracy of +/- 6 seconds.
 EE0358
 EE0358.The orthometric height was determined by differential leveling
 EE0358.and adjusted by the National Geodetic Survey in June 1991..
 EE0358
 EE0358.The geoid height was determined by GEOID03.
 EE0358
 EE0358.The dynamic height is computed by dividing the NAVD 88
 EE0358.geopotential number by the normal gravity value computed on the
 EE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0358.degrees latitude (g = 980.6199 gals.).
 EE0358
 EE0358.The modeled gravity was interpolated from observed gravity values.
 EE0358
 EE0358;                    North         East    Units  Estimated Accuracy
 EE0358;SPC GA W     -   529,880.      655,990.      MT  (+/- 180 meters Scaled)
 EE0358
 EE0358                          SUPERSEDED SURVEY CONTROL
 EE0358
 EE0358  NGVD 29 (??/??/92)  848.651  (m)         2784.28   (f) ADJ UNCH    2 0
 EE0358
 EE0358.Superseded values are not recommended for survey control.
 EE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0358.See file dsdata.txt to determine how the superseded data were derived.
 EE0358
 EE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD152509(NAD 83)
 EE0358_MARKER: DB = BENCH MARK DISK
 EE0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0358_STAMPING: A 122 1934
 EE0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0358+STABILITY: SURFACE MOTION
 EE0358
 EE0358  HISTORY     - Date     Condition        Report By
 EE0358  HISTORY     - 1934     MONUMENTED       CGS
 EE0358  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0358
 EE0358                          STATION DESCRIPTION
 EE0358
 EE0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE0358'10.5 MI E FROM CHATSWORTH.
 EE0358'10.5 MILES EAST ALONG STATE HIGHWAY 2 FROM CHATSWORTH, MURRAY
 EE0358'COUNTY, 20 FEET SOUTH OF A FARM ROAD LEADING SOUTHEAST ON THE
 EE0358'OUTSIDE OF A CURVE, 40 FEET SOUTH OF THE CENTERLINE OF THE
 EE0358'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 EE0358
 EE0358                          STATION RECOVERY (1972)
 EE0358
 EE0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0741 ***********************************************************************
 ED0741  DESIGNATION -  A 123 RESET 1958
 ED0741  PID         -  ED0741
 ED0741  STATE/COUNTY-  GA/UNION
 ED0741  USGS QUAD   -  BLAIRSVILLE (1988)
 ED0741
 ED0741                         *CURRENT SURVEY CONTROL
 ED0741  ___________________________________________________________________
 ED0741* NAD 83(1986)-  34 52 58.     (N)    083 56 39.     (W)     SCALED    
 ED0741* NAVD 88     -       572.08   (meters)    1876.9    (feet)  RESET     
 ED0741  ___________________________________________________________________
 ED0741  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 ED0741
 ED0741  VERT ORDER  -  THIRD
 ED0741
 ED0741.The horizontal coordinates were scaled from a topographic map and have
 ED0741.an estimated accuracy of +/- 6 seconds.
 ED0741
 ED0741.The orthometric height was computed from unverified reset data.
 ED0741.No vertical observational check was made to the station.
 ED0741
 ED0741.The geoid height was determined by GEOID03.
 ED0741
 ED0741;                    North         East    Units  Estimated Accuracy
 ED0741;SPC GA W     -   541,440.      720,340.      MT  (+/- 180 meters Scaled)
 ED0741
 ED0741                          SUPERSEDED SURVEY CONTROL
 ED0741
 ED0741  NGVD 29 (??/??/??)  572.06   (m)         1876.8    (f) RESET       3  
 ED0741
 ED0741.Superseded values are not recommended for survey control.
 ED0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0741.See file dsdata.txt to determine how the superseded data were derived.
 ED0741
 ED0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU309640(NAD 83)
 ED0741_MARKER: DB = BENCH MARK DISK
 ED0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0741_STAMPING: A 123 1934 RESET 1958 1876.8
 ED0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0741+STABILITY: SURFACE MOTION
 ED0741
 ED0741  HISTORY     - Date     Condition        Report By
 ED0741  HISTORY     - 1958     MONUMENTED       CGS
 ED0741  HISTORY     - 1975     MARK NOT FOUND   USGS
 ED0741
 ED0741                          STATION DESCRIPTION
 ED0741
 ED0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ED0741'1.1 MI NE FROM BLAIRSVILLE.
 ED0741'ABOUT 1.1 MILES NE ALONG NO. 76 U.S. HIGHWAY FROM THE COURTHOUSE
 ED0741'IN BLAIRSVILLE, 58 FEET SW OF THE PROJECTED LINE OF THE WEBWALL
 ED0741'BETWEEN THE TWO 3- BY 5-FOOT TUBES OF A DOUBLE BOX CONCRETE
 ED0741'CULVERT, 65 FEET SE OF THE CENTER LINE OF 24-FOOT HIGHWAY
 ED0741'PAVEMENT, 98 FEET N OF THE NE CORNER OF THE CONCRETE BLOCK
 ED0741'FOUNDATION OF A HOUSE, 11 FEET W OF THE PROJECTED PLANE OF THE
 ED0741'E WALL OF THE SAME FOUNDATION, ON THE TOP OF AN OLD TERRACE
 ED0741'BANK, AND PROJECTING 0.7 FOOT ABOVE GROUND.
 ED0741
 ED0741                          STATION RECOVERY (1975)
 ED0741
 ED0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ED0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0511 ***********************************************************************
 ED0511  DESIGNATION -  A 124
 ED0511  PID         -  ED0511
 ED0511  STATE/COUNTY-  GA/RABUN
 ED0511  USGS QUAD   -  DILLARD (1988)
 ED0511
 ED0511                         *CURRENT SURVEY CONTROL
 ED0511  ___________________________________________________________________
 ED0511* NAD 83(1986)-  34 52 47.     (N)    083 24 16.     (W)     SCALED    
 ED0511* NAVD 88     -       577.580  (meters)    1894.94   (feet)  ADJUSTED  
 ED0511  ___________________________________________________________________
 ED0511  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ED0511  DYNAMIC HT  -         576.955 (meters)    1892.89  (feet)  COMP
 ED0511  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 ED0511
 ED0511  VERT ORDER  -  SECOND    CLASS 0
 ED0511
 ED0511.The horizontal coordinates were scaled from a topographic map and have
 ED0511.an estimated accuracy of +/- 6 seconds.
 ED0511
 ED0511.The orthometric height was determined by differential leveling
 ED0511.and adjusted by the National Geodetic Survey in June 1991..
 ED0511
 ED0511.The geoid height was determined by GEOID03.
 ED0511
 ED0511.The dynamic height is computed by dividing the NAVD 88
 ED0511.geopotential number by the normal gravity value computed on the
 ED0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0511.degrees latitude (g = 980.6199 gals.).
 ED0511
 ED0511.The modeled gravity was interpolated from observed gravity values.
 ED0511
 ED0511;                    North         East    Units  Estimated Accuracy
 ED0511;SPC GA W     -   541,350.      769,680.      MT  (+/- 180 meters Scaled)
 ED0511
 ED0511                          SUPERSEDED SURVEY CONTROL
 ED0511
 ED0511  NGVD 29 (??/??/92)  577.583  (m)         1894.95   (f) ADJ UNCH    2 0
 ED0511
 ED0511.Superseded values are not recommended for survey control.
 ED0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0511.See file dsdata.txt to determine how the superseded data were derived.
 ED0511
 ED0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU802623(NAD 83)
 ED0511_MARKER: DB = BENCH MARK DISK
 ED0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0511_STAMPING: A 124 1934 1894.954
 ED0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0511+STABILITY: SURFACE MOTION
 ED0511
 ED0511  HISTORY     - Date     Condition        Report By
 ED0511  HISTORY     - 1934     MONUMENTED       CGS
 ED0511  HISTORY     - 1956     GOOD             NGS
 ED0511  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0511  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 ED0511
 ED0511                          STATION DESCRIPTION
 ED0511
 ED0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0511'0.2 MI W FROM CLAYTON.
 ED0511'AT CLAYTON, RABUN COUNTY, ABOUT 0.15 MILE W OF THE COURTHOUSE,
 ED0511'AT THE Y-INTERSECTION OF SAVANNAH AND HIAWASSEE STREETS, 37 FEET
 ED0511'SW OF CENTER OF THE FORMER WHICH IS ALSO NO. 76 U.S. HIGHWAY,
 ED0511'23 FEET SW OF SW CURB OF SAME, 35 FEET S OF THE PROJECTED
 ED0511'CENTER LINE OF THE LATTER STREET, 43.5 FEET N OF N WALL OF
 ED0511'CLAYTON HIGH SCHOOL, 1.3 FEET E OF THE E EDGE OF THE FRONT
 ED0511'ENTRANCE SIDEWALK, 0.3 FEET HIGHER THAN SAME, AND PROJECTING
 ED0511'0.3 FOOT.
 ED0511
 ED0511                          STATION RECOVERY (1982)
 ED0511
 ED0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0511'MARK NOT FOUND.
 ED0511
 ED0511                          STATION RECOVERY (2004)
 ED0511
 ED0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 ED0511'THE BEST I COULD DETERMINE, THE STATION SITE MAY BE UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0094 ***********************************************************************
 BD0094  DESIGNATION -  A 126
 BD0094  PID         -  BD0094
 BD0094  STATE/COUNTY-  GA/ECHOLS
 BD0094  USGS QUAD   -  FARGO SW (1993)
 BD0094
 BD0094                         *CURRENT SURVEY CONTROL
 BD0094  ___________________________________________________________________
 BD0094* NAD 83(1986)-  30 36 07.     (N)    082 39 38.     (W)     SCALED    
 BD0094* NAVD 88     -        36.973  (meters)     121.30   (feet)  ADJUSTED  
 BD0094  ___________________________________________________________________
 BD0094  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BD0094  DYNAMIC HT  -          36.926 (meters)     121.15  (feet)  COMP
 BD0094  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BD0094
 BD0094  VERT ORDER  -  SECOND    CLASS 0
 BD0094
 BD0094.The horizontal coordinates were scaled from a topographic map and have
 BD0094.an estimated accuracy of +/- 6 seconds.
 BD0094
 BD0094.The orthometric height was determined by differential leveling
 BD0094.and adjusted by the National Geodetic Survey in June 1991..
 BD0094
 BD0094.The geoid height was determined by GEOID03.
 BD0094
 BD0094.The dynamic height is computed by dividing the NAVD 88
 BD0094.geopotential number by the normal gravity value computed on the
 BD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0094.degrees latitude (g = 980.6199 gals.).
 BD0094
 BD0094.The modeled gravity was interpolated from observed gravity values.
 BD0094
 BD0094;                    North         East    Units  Estimated Accuracy
 BD0094;SPC GA E     -    66,830.      152,640.      MT  (+/- 180 meters Scaled)
 BD0094
 BD0094                          SUPERSEDED SURVEY CONTROL
 BD0094
 BD0094  NGVD 29 (??/??/92)   37.253  (m)          122.22   (f) ADJ UNCH    2 0
 BD0094
 BD0094.Superseded values are not recommended for survey control.
 BD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0094.See file dsdata.txt to determine how the superseded data were derived.
 BD0094
 BD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP408866(NAD 83)
 BD0094_MARKER: DB = BENCH MARK DISK
 BD0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0094_STAMPING: 122.234 A 126 1934
 BD0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0094+STABILITY: SURFACE MOTION
 BD0094
 BD0094  HISTORY     - Date     Condition        Report By
 BD0094  HISTORY     - 1934     MONUMENTED       CGS
 BD0094  HISTORY     - 1954     GOOD             NGS
 BD0094  HISTORY     - 1955     MARK NOT FOUND   USGS
 BD0094
 BD0094                          STATION DESCRIPTION
 BD0094
 BD0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD0094'9 MI SW FROM FARGO.
 BD0094'ABOUT 8.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 441 FROM THE
 BD0094'CROSSING OF THE GEORGIA, SOUTHERN AND FLORIDA RAILWAY AT FARGO,
 BD0094'0.7 MILE NORTHEAST OF THE FLORIDA - GEORGIA STATE LINE, 0.35
 BD0094'MILE NORTHEAST OF A 6-FOOT CONCRETE BOX CULVERT, 45 FEET SOUTHEAST
 BD0094'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHWEST OF THE
 BD0094'CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE LINE, 209 FEET
 BD0094'SOUTHWEST OF THE CENTER OF ANOTHER GATE ACROSS A SAND ROAD
 BD0094'SOUTHEAST, 5 FEET NORTHWEST OF THE FENCE LINE, ABOUT 1 FOOT
 BD0094'BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 BD0094'POST PROJECTING 10 INCHES.  NOTE-- NEW DITCH HAS BEEN DUG
 BD0094'FOR RE-SURFACING HIGHWAY.  MARK IS BELIEVED TO HAVE BEEN PULLED
 BD0094'OUT OR COVERED.
 BD0094
 BD0094                          STATION RECOVERY (1955)
 BD0094
 BD0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BD0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0515 ***********************************************************************
 ED0515  DESIGNATION -  A 127
 ED0515  PID         -  ED0515
 ED0515  STATE/COUNTY-  GA/BANKS
 ED0515  USGS QUAD   -  HOMER (1985)
 ED0515
 ED0515                         *CURRENT SURVEY CONTROL
 ED0515  ___________________________________________________________________
 ED0515* NAD 83(1986)-  34 16 46.     (N)    083 25 10.     (W)     SCALED    
 ED0515* NAVD 88     -       237.966  (meters)     780.73   (feet)  ADJUSTED  
 ED0515  ___________________________________________________________________
 ED0515  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ED0515  DYNAMIC HT  -         237.717 (meters)     779.91  (feet)  COMP
 ED0515  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 ED0515
 ED0515  VERT ORDER  -  SECOND    CLASS 0
 ED0515
 ED0515.The horizontal coordinates were scaled from a topographic map and have
 ED0515.an estimated accuracy of +/- 6 seconds.
 ED0515
 ED0515.The orthometric height was determined by differential leveling
 ED0515.and adjusted by the National Geodetic Survey in June 1991..
 ED0515
 ED0515.The geoid height was determined by GEOID03.
 ED0515
 ED0515.The dynamic height is computed by dividing the NAVD 88
 ED0515.geopotential number by the normal gravity value computed on the
 ED0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0515.degrees latitude (g = 980.6199 gals.).
 ED0515
 ED0515.The modeled gravity was interpolated from observed gravity values.
 ED0515
 ED0515;                    North         East    Units  Estimated Accuracy
 ED0515;SPC GA W     -   474,750.      768,800.      MT  (+/- 180 meters Scaled)
 ED0515
 ED0515                          SUPERSEDED SURVEY CONTROL
 ED0515
 ED0515  NGVD 29 (??/??/92)  238.006  (m)          780.86   (f) ADJ UNCH    2 0
 ED0515
 ED0515.Superseded values are not recommended for survey control.
 ED0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0515.See file dsdata.txt to determine how the superseded data were derived.
 ED0515
 ED0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT772957(NAD 83)
 ED0515_MARKER: DB = BENCH MARK DISK
 ED0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0515_STAMPING: A 127 1934 780.858
 ED0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0515+STABILITY: SURFACE MOTION
 ED0515
 ED0515  HISTORY     - Date     Condition        Report By
 ED0515  HISTORY     - 1934     MONUMENTED       CGS
 ED0515  HISTORY     - 1956     GOOD             NGS
 ED0515  HISTORY     - 20040303 MARK NOT FOUND   GADT
 ED0515
 ED0515                          STATION DESCRIPTION
 ED0515
 ED0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0515'6.4 MI NE FROM COMMERCE.
 ED0515'IN BANKS COUNTY, ABOUT 6.4 MILES NORTHEASTERLY ALONG THE NO. 59
 ED0515'GEORGIA HIGHWAY FROM THE SOUTHERN RAILWAY STATION (AT THE POST
 ED0515'OFFICE AT BROAD AND SYCAMORE STREETS), IN THE S ANGLE OF DAVIS
 ED0515'ACADEMY CROSSROADS, 93 FEET ESE OF THE CENTER OF THE HIGHWAY,
 ED0515'86 FEET SSW OF THE CENTER OF A PAVED COUNTY ROAD, 0.8 FOOT HIGHER
 ED0515'THAN THE CENTER OF THE ROAD INTERSECTION, AND PROJECTING 0.4 FOOT.
 ED0515
 ED0515                          STATION RECOVERY (2004)
 ED0515
 ED0515'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED0515'THIS MARK CONSIDERED DESTROYED. THE CONCRETE PORTION OF THE BENCHMARK
 ED0515'IS CRACKED AND THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0235 ***********************************************************************
 DF0235  DESIGNATION -  A 130
 DF0235  PID         -  DF0235
 DF0235  STATE/COUNTY-  GA/COLUMBIA
 DF0235  USGS QUAD   -  HARLEM (1980)
 DF0235
 DF0235                         *CURRENT SURVEY CONTROL
 DF0235  ___________________________________________________________________
 DF0235* NAD 83(1986)-  33 27 05.     (N)    082 18 41.     (W)     SCALED    
 DF0235* NAVD 88     -       151.275  (meters)     496.31   (feet)  ADJUSTED  
 DF0235  ___________________________________________________________________
 DF0235  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DF0235  DYNAMIC HT  -         151.115 (meters)     495.78  (feet)  COMP
 DF0235  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DF0235
 DF0235  VERT ORDER  -  FIRST     CLASS II
 DF0235
 DF0235.The horizontal coordinates were scaled from a topographic map and have
 DF0235.an estimated accuracy of +/- 6 seconds.
 DF0235
 DF0235.The orthometric height was determined by differential leveling
 DF0235.and adjusted by the National Geodetic Survey in June 1991..
 DF0235.WARNING-Repeat measurements at this control monument indicate possible
 DF0235.vertical movement.
 DF0235
 DF0235.The geoid height was determined by GEOID03.
 DF0235
 DF0235.The dynamic height is computed by dividing the NAVD 88
 DF0235.geopotential number by the normal gravity value computed on the
 DF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0235.degrees latitude (g = 980.6199 gals.).
 DF0235
 DF0235.The modeled gravity was interpolated from observed gravity values.
 DF0235
 DF0235;                    North         East    Units  Estimated Accuracy
 DF0235;SPC GA E     -   382,670.      186,550.      MT  (+/- 180 meters Scaled)
 DF0235
 DF0235                          SUPERSEDED SURVEY CONTROL
 DF0235
 DF0235  NGVD 29 (??/??/92)  151.466  (m)          496.93   (f) ADJ UNCH    1 2
 DF0235
 DF0235.Superseded values are not recommended for survey control.
 DF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0235.See file dsdata.txt to determine how the superseded data were derived.
 DF0235
 DF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT781020(NAD 83)
 DF0235_MARKER: DB = BENCH MARK DISK
 DF0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0235_STAMPING: 496.754 A 130 1934
 DF0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0235+STABILITY: SURFACE MOTION
 DF0235
 DF0235  HISTORY     - Date     Condition        Report By
 DF0235  HISTORY     - 1934     MONUMENTED       CGS
 DF0235  HISTORY     - 1960     GOOD             NGS
 DF0235  HISTORY     - 1979     GOOD             NGS
 DF0235
 DF0235                          STATION DESCRIPTION
 DF0235
 DF0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0235'2 MI N FROM HARLEM.
 DF0235'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CROSSING OF
 DF0235'THE GEORGIA RAILROAD AT HARLEM, 0.15 MILE SOUTH OF THE T JUNCTION
 DF0235'OF A ROAD LEADING WEST, 100 YARDS SOUTH OF THE CENTER OF Y JUNCTION
 DF0235'OF A GRADED DIRT ROAD LEADING SOUTH-SOUTHEAST, 64 1/2 FEET EAST OF
 DF0235'THE CENTER LINE OF HIGHWAY, 25 FEET WEST OF THE CENTER LINE OF DIRT
 DF0235'ROAD, 60 FEET SOUTH OF CABLE LINE POLE 35, 95 YARDS SOUTH OF THE
 DF0235'TOP OF HIGHWAY GRADE, 1 FOOT NORTH OF A STEEL WITNESS POST, ABOUT
 DF0235'1 FOOT ABOVE THE LEVEL OF DIRT ROAD, AND SET IN TOP OF A CONCRETE
 DF0235'POST PROJECTING 3 INCHES.
 DF0235
 DF0235                          STATION RECOVERY (1979)
 DF0235
 DF0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0246 ***********************************************************************
 DF0246  DESIGNATION -  A 132
 DF0246  PID         -  DF0246
 DF0246  STATE/COUNTY-  GA/JEFFERSON
 DF0246  USGS QUAD   -  WRENS (1950)
 DF0246
 DF0246                         *CURRENT SURVEY CONTROL
 DF0246  ___________________________________________________________________
 DF0246* NAD 83(1986)-  33 12 30.     (N)    082 23 16.     (W)     SCALED    
 DF0246* NAVD 88     -       128.949  (meters)     423.06   (feet)  ADJUSTED  
 DF0246  ___________________________________________________________________
 DF0246  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF0246  DYNAMIC HT  -         128.807 (meters)     422.59  (feet)  COMP
 DF0246  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DF0246
 DF0246  VERT ORDER  -  SECOND    CLASS 0
 DF0246
 DF0246.The horizontal coordinates were scaled from a topographic map and have
 DF0246.an estimated accuracy of +/- 6 seconds.
 DF0246
 DF0246.The orthometric height was determined by differential leveling
 DF0246.and adjusted by the National Geodetic Survey in June 1991..
 DF0246
 DF0246.The geoid height was determined by GEOID03.
 DF0246
 DF0246.The dynamic height is computed by dividing the NAVD 88
 DF0246.geopotential number by the normal gravity value computed on the
 DF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0246.degrees latitude (g = 980.6199 gals.).
 DF0246
 DF0246.The modeled gravity was interpolated from observed gravity values.
 DF0246
 DF0246;                    North         East    Units  Estimated Accuracy
 DF0246;SPC GA E     -   355,730.      179,390.      MT  (+/- 180 meters Scaled)
 DF0246
 DF0246                          SUPERSEDED SURVEY CONTROL
 DF0246
 DF0246  NGVD 29 (??/??/92)  129.131  (m)          423.66   (f) ADJ UNCH    2 0
 DF0246
 DF0246.Superseded values are not recommended for survey control.
 DF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0246.See file dsdata.txt to determine how the superseded data were derived.
 DF0246
 DF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS706752(NAD 83)
 DF0246_MARKER: DB = BENCH MARK DISK
 DF0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0246_STAMPING: A 132 1934 423.657
 DF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0246+STABILITY: SURFACE MOTION
 DF0246
 DF0246  HISTORY     - Date     Condition        Report By
 DF0246  HISTORY     - 1934     MONUMENTED       CGS
 DF0246  HISTORY     - 1955     GOOD             NGS
 DF0246
 DF0246                          STATION DESCRIPTION
 DF0246
 DF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0246'AT WRENS.
 DF0246'AT WRENS, JEFFERSON COUNTY, ABOUT 315 FEET E OF THE CENTER OF THE
 DF0246'INTERSECTION OF NO. 1 U.S. HIGHWAY AND BROAD STREET, 202 FEET SE OF
 DF0246'THE CENTER OF THE SAID HIGHWAY, 42 FEET N OF THE CENTER OF THE SAID
 DF0246'BOULEVARD-TYPE STREET, IN THE SE CORNER OF A SMALL PARK, 12.5 FEET
 DF0246'W OF THE PROJECTED CENTER LINE OF COTTON STREET, 4.3 FEET N OF THE
 DF0246'N CURB OF BROAD STREET, AND 0.8 FOOT HIGHER THAN TOP OF SAME.  A
 DF0246'STANDARD DISK IS STAMPED A 132 1934 423.657 AND SET IN TOP OF A
 DF0246'CONCRETE POST THAT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0272 ***********************************************************************
 DF0272  DESIGNATION -  A 133
 DF0272  PID         -  DF0272
 DF0272  STATE/COUNTY-  GA/BURKE
 DF0272  USGS QUAD   -  GOUGH (1950)
 DF0272
 DF0272                         *CURRENT SURVEY CONTROL
 DF0272  ___________________________________________________________________
 DF0272* NAD 83(1986)-  33 03 55.     (N)    082 14 27.     (W)     SCALED    
 DF0272* NAVD 88     -       106.717  (meters)     350.12   (feet)  ADJUSTED  
 DF0272  ___________________________________________________________________
 DF0272  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DF0272  DYNAMIC HT  -         106.600 (meters)     349.74  (feet)  COMP
 DF0272  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 DF0272
 DF0272  VERT ORDER  -  FIRST     CLASS II
 DF0272
 DF0272.The horizontal coordinates were scaled from a topographic map and have
 DF0272.an estimated accuracy of +/- 6 seconds.
 DF0272
 DF0272.The orthometric height was determined by differential leveling
 DF0272.and adjusted by the National Geodetic Survey in June 1991..
 DF0272
 DF0272.The geoid height was determined by GEOID03.
 DF0272
 DF0272.The dynamic height is computed by dividing the NAVD 88
 DF0272.geopotential number by the normal gravity value computed on the
 DF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0272.degrees latitude (g = 980.6199 gals.).
 DF0272
 DF0272.The modeled gravity was interpolated from observed gravity values.
 DF0272
 DF0272;                    North         East    Units  Estimated Accuracy
 DF0272;SPC GA E     -   339,840.      193,080.      MT  (+/- 180 meters Scaled)
 DF0272
 DF0272                          SUPERSEDED SURVEY CONTROL
 DF0272
 DF0272  NGVD 29 (??/??/92)  106.904  (m)          350.73   (f) ADJ UNCH    1 2
 DF0272
 DF0272.Superseded values are not recommended for survey control.
 DF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0272.See file dsdata.txt to determine how the superseded data were derived.
 DF0272
 DF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS841592(NAD 83)
 DF0272_MARKER: DB = BENCH MARK DISK
 DF0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0272_STAMPING: A 133 1934 350.734
 DF0272_PROJECTION: PROJECTING 10 CENTIMETERS
 DF0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0272+STABILITY: SURFACE MOTION
 DF0272
 DF0272  HISTORY     - Date     Condition        Report By
 DF0272  HISTORY     - 1934     MONUMENTED       CGS
 DF0272  HISTORY     - 1955     GOOD             NGS
 DF0272  HISTORY     - 1979     GOOD             NGS
 DF0272
 DF0272                          STATION DESCRIPTION
 DF0272
 DF0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0272'1.9 MI N FROM VIDETTE.
 DF0272'ABOUT 1.9 MILES N ALONG THE GEORGIA AND FLORIDA RAILROAD FROM THE
 DF0272'STATION AT VIDETTE, BURKE COUNTY, ON THE N SLOPE OF A HILL, AT THE
 DF0272'S END OF A LONG SHARP CURVE, 135 FEET S OF A DEEP INDENT IN THE
 DF0272'CUT BANK WHERE THERE WAS ONCE A CROSSING, 22.4 FEET E OF THE SE
 DF0272'RAIL, AND 1.0 FEET HIGHER THAN THE TOP OF SAME.  A STANDARD DISK IS
 DF0272'STAMPED A 133 1934 350.734 AND SET IN THE TOP OF A CONCRETE POST
 DF0272'THAT PROJECTS 0.3 FOOT.
 DF0272
 DF0272                          STATION RECOVERY (1979)
 DF0272
 DF0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0272'ADD-2.2 MILES SOUTH ALONG STATE HIGHWAY 305 FROM THE JUNCTION OF
 DF0272'STATE HIGHWAY 80 CONNECTION AT GOUGH AT THE SOUTH END OF AN S CURVE
 DF0272'IN THE HIGHWAY, IN THE EAST RIGHT-OF-WAY OF THE ABANDONED RAILROAD,
 DF0272'125 FT. EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 305.
 DF0272'THE MARK IS 8 FT BELOW HIGHWAY 305.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0573 ***********************************************************************
 CL0573  DESIGNATION -  A 137
 CL0573  PID         -  CL0573
 CL0573  STATE/COUNTY-  GA/LAURENS
 CL0573  USGS QUAD   -  DANVILLE EAST (1974)
 CL0573
 CL0573                         *CURRENT SURVEY CONTROL
 CL0573  ___________________________________________________________________
 CL0573* NAD 83(1986)-  32 34 06.     (N)    083 10 47.     (W)     SCALED    
 CL0573* NAVD 88     -       116.323  (meters)     381.64   (feet)  ADJUSTED  
 CL0573  ___________________________________________________________________
 CL0573  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CL0573  DYNAMIC HT  -         116.190 (meters)     381.20  (feet)  COMP
 CL0573  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CL0573
 CL0573  VERT ORDER  -  FIRST     CLASS II
 CL0573
 CL0573.The horizontal coordinates were scaled from a topographic map and have
 CL0573.an estimated accuracy of +/- 6 seconds.
 CL0573
 CL0573.The orthometric height was determined by differential leveling
 CL0573.and adjusted by the National Geodetic Survey in June 1991..
 CL0573.WARNING-Repeat measurements at this control monument indicate possible
 CL0573.vertical movement.
 CL0573
 CL0573.The geoid height was determined by GEOID03.
 CL0573
 CL0573.The dynamic height is computed by dividing the NAVD 88
 CL0573.geopotential number by the normal gravity value computed on the
 CL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0573.degrees latitude (g = 980.6199 gals.).
 CL0573
 CL0573.The modeled gravity was interpolated from observed gravity values.
 CL0573
 CL0573;                    North         East    Units  Estimated Accuracy
 CL0573;SPC GA E     -   285,190.      104,880.      MT  (+/- 180 meters Scaled)
 CL0573
 CL0573                          SUPERSEDED SURVEY CONTROL
 CL0573
 CL0573  NGVD 29 (??/??/92)  116.474  (m)          382.13   (f) ADJ UNCH    1 2
 CL0573
 CL0573.Superseded values are not recommended for survey control.
 CL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0573.See file dsdata.txt to determine how the superseded data were derived.
 CL0573
 CL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS953055(NAD 83)
 CL0573_MARKER: DB = BENCH MARK DISK
 CL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0573_STAMPING: A 137 1934 382.132
 CL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0573+STABILITY: SURFACE MOTION
 CL0573
 CL0573  HISTORY     - Date     Condition        Report By
 CL0573  HISTORY     - 1934     MONUMENTED       CGS
 CL0573  HISTORY     - 1962     GOOD             NGS
 CL0573  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0573  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0573
 CL0573                          STATION DESCRIPTION
 CL0573
 CL0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0573'1.6 MI NW FROM MONTROSE.
 CL0573'ABOUT 1.6 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0573'FROM THE STATION AT MONTROSE, NEAR A GRADED ROAD CROSSING, 46.4
 CL0573'FEET SOUTH OF BENCH MARK U 281 DESCRIBED, 36.2 FEET NORTHEAST OF
 CL0573'THE NORTHEAST RAIL, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 CL0573'2.5 FEET NORTHEAST OF THE EAST AND OF A 24-INCH PIPE CULVERT UNDER
 CL0573'THE ROAD, ABOUT LEVEL WITH THE ROAD, 1 FOOT BELOW THE LEVEL OF
 CL0573'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CL0573'INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0573
 CL0573                          STATION RECOVERY (1974)
 CL0573
 CL0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0573'MARK NOT FOUND.
 CL0573
 CL0573                          STATION RECOVERY (1977)
 CL0573
 CL0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0365 ***********************************************************************
 BR0365  DESIGNATION -  A 138
 BR0365  PID         -  BR0365
 BR0365  STATE/COUNTY-  GA/MCINTOSH
 BR0365  USGS QUAD   -  EULONIA (1980)
 BR0365
 BR0365                         *CURRENT SURVEY CONTROL
 BR0365  ___________________________________________________________________
 BR0365* NAD 83(1986)-  31 37 30.     (N)    081 29 03.     (W)     SCALED    
 BR0365* NAVD 88     -         3.823  (meters)      12.54   (feet)  ADJUSTED  
 BR0365  ___________________________________________________________________
 BR0365  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 BR0365  DYNAMIC HT  -           3.818 (meters)      12.53  (feet)  COMP
 BR0365  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 BR0365
 BR0365  VERT ORDER  -  FIRST     CLASS II
 BR0365
 BR0365.The horizontal coordinates were scaled from a topographic map and have
 BR0365.an estimated accuracy of +/- 6 seconds.
 BR0365
 BR0365.The orthometric height was determined by differential leveling
 BR0365.and adjusted by the National Geodetic Survey in June 1991..
 BR0365
 BR0365.The geoid height was determined by GEOID03.
 BR0365
 BR0365.The dynamic height is computed by dividing the NAVD 88
 BR0365.geopotential number by the normal gravity value computed on the
 BR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0365.degrees latitude (g = 980.6199 gals.).
 BR0365
 BR0365.The modeled gravity was interpolated from observed gravity values.
 BR0365
 BR0365;                    North         East    Units  Estimated Accuracy
 BR0365;SPC GA E     -   180,340.      264,750.      MT  (+/- 180 meters Scaled)
 BR0365
 BR0365                          SUPERSEDED SURVEY CONTROL
 BR0365
 BR0365  NGVD 29 (??/??/92)    4.116  (m)           13.50   (f) ADJ UNCH    1 2
 BR0365
 BR0365.Superseded values are not recommended for survey control.
 BR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0365.See file dsdata.txt to determine how the superseded data were derived.
 BR0365
 BR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ540989(NAD 83)
 BR0365_MARKER: DB = BENCH MARK DISK
 BR0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0365_SP_SET: BRIDGE SEAT
 BR0365_STAMPING: A 138 1956
 BR0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0365
 BR0365  HISTORY     - Date     Condition        Report By
 BR0365  HISTORY     - 1956     MONUMENTED       CGS
 BR0365  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0365
 BR0365                          STATION DESCRIPTION
 BR0365
 BR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0365'0.6 MI S FROM JONES.
 BR0365'ABOUT 0.65 MILE SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BR0365'THE CROSSING OF STATE HIGHWAY 131 AT JONES, ABOUT 318 YARDS NORTH
 BR0365'OF MILE POST 538, IN THE TOP OF THE WEST END OF BRIDGE SEAT OF NORTH
 BR0365'CONCRETE ABUTMENT OF A 190-FOOT CONCRETE BRIDGE OVER A SWAMPY STREAM.
 BR0365'6 1/2 FEET WEST OF WEST RAIL AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
 BR0365
 BR0365                          STATION RECOVERY (1975)
 BR0365
 BR0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0404 ***********************************************************************
 BR0404  DESIGNATION -  A 139
 BR0404  PID         -  BR0404
 BR0404  STATE/COUNTY-  GA/LIBERTY
 BR0404  USGS QUAD   -  RICEBORO (1980)
 BR0404
 BR0404                         *CURRENT SURVEY CONTROL
 BR0404  ___________________________________________________________________
 BR0404* NAD 83(1986)-  31 40 11.     (N)    081 24 04.     (W)     SCALED    
 BR0404* NAVD 88     -         3.011  (meters)       9.88   (feet)  ADJUSTED  
 BR0404  ___________________________________________________________________
 BR0404  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 BR0404  DYNAMIC HT  -           3.007 (meters)       9.87  (feet)  COMP
 BR0404  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BR0404  OBS GRAVITY -     979,432.7   (mgal)                       GRAV_OBS
 BR0404
 BR0404  VERT ORDER  -  FIRST     CLASS I
 BR0404
 BR0404.The horizontal coordinates were scaled from a topographic map and have
 BR0404.an estimated accuracy of +/- 6 seconds.
 BR0404
 BR0404.The orthometric height was determined by differential leveling
 BR0404.and adjusted by the National Geodetic Survey in June 1991..
 BR0404
 BR0404.The geoid height was determined by GEOID03.
 BR0404
 BR0404.The dynamic height is computed by dividing the NAVD 88
 BR0404.geopotential number by the normal gravity value computed on the
 BR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0404.degrees latitude (g = 980.6199 gals.).
 BR0404
 BR0404.The modeled gravity was interpolated from observed gravity values.
 BR0404.The observed gravity was obtained from relative gravimeter ties
 BR0404.to the IGSN71 gravity network.
 BR0404
 BR0404;                    North         East    Units  Estimated Accuracy
 BR0404;SPC GA E     -   185,350.      272,590.      MT  (+/- 180 meters Scaled)
 BR0404
 BR0404                          SUPERSEDED SURVEY CONTROL
 BR0404
 BR0404  NGVD 29 (09/01/92)    3.303  (m)           10.84   (f) ADJUSTED    1 1
 BR0404
 BR0404.Superseded values are not recommended for survey control.
 BR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0404.See file dsdata.txt to determine how the superseded data were derived.
 BR0404
 BR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR619038(NAD 83)
 BR0404_MARKER: DB = BENCH MARK DISK
 BR0404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BR0404_SP_SET: HEADWALL
 BR0404_STAMPING: A 139 1956
 BR0404_MARK LOGO: CGS   
 BR0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0404+STABILITY: SURFACE MOTION
 BR0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0404+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 BR0404
 BR0404  HISTORY     - Date     Condition        Report By
 BR0404  HISTORY     - 1956     MONUMENTED       CGS
 BR0404  HISTORY     - 1975     GOOD             NGS
 BR0404  HISTORY     - 19910314 GOOD             NGS
 BR0404
 BR0404                          STATION DESCRIPTION
 BR0404
 BR0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0404'5 MI SE FROM RICEBORO.
 BR0404'5.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE OVERPASS OVER
 BR0404'THE SEABOARD COAST LINE RAILROAD AT RICEBORO, 0.15 MILE SOUTHEAST
 BR0404'OF THE JUNCTION OF A DIRT ROAD NORTHWEST, IN THE TOP OF THE
 BR0404'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 20-FOOT
 BR0404'CULVERT, 30.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BR0404'85.6 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE,
 BR0404'1.6 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER
 BR0404'THAN THE HIGHWAY
 BR0404
 BR0404                          STATION RECOVERY (1991)
 BR0404
 BR0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0404'8.6 KM (5.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0404'IN RICEBORO, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 BR0404'END OF THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE
 BR0404'HIGHWAY, 9.0 M (29.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, AND 0.3
 BR0404'M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0561 ***********************************************************************
 BS0561  DESIGNATION -  A 140
 BS0561  PID         -  BS0561
 BS0561  STATE/COUNTY-  GA/ATKINSON
 BS0561  USGS QUAD   -  KIRKLAND (1987)
 BS0561
 BS0561                         *CURRENT SURVEY CONTROL
 BS0561  ___________________________________________________________________
 BS0561* NAD 83(1986)-  31 19 21.     (N)    082 59 01.     (W)     SCALED    
 BS0561* NAVD 88     -        64.466  (meters)     211.50   (feet)  ADJUSTED  
 BS0561  ___________________________________________________________________
 BS0561  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BS0561  DYNAMIC HT  -          64.388 (meters)     211.25  (feet)  COMP
 BS0561  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BS0561
 BS0561  VERT ORDER  -  FIRST     CLASS I
 BS0561
 BS0561.The horizontal coordinates were scaled from a topographic map and have
 BS0561.an estimated accuracy of +/- 6 seconds.
 BS0561
 BS0561.The orthometric height was determined by differential leveling
 BS0561.and adjusted by the National Geodetic Survey in June 1991..
 BS0561
 BS0561.The geoid height was determined by GEOID03.
 BS0561
 BS0561.The dynamic height is computed by dividing the NAVD 88
 BS0561.geopotential number by the normal gravity value computed on the
 BS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0561.degrees latitude (g = 980.6199 gals.).
 BS0561
 BS0561.The modeled gravity was interpolated from observed gravity values.
 BS0561
 BS0561;                    North         East    Units  Estimated Accuracy
 BS0561;SPC GA E     -   146,890.      122,250.      MT  (+/- 180 meters Scaled)
 BS0561
 BS0561                          SUPERSEDED SURVEY CONTROL
 BS0561
 BS0561  NGVD 29 (??/??/92)   64.696  (m)          212.26   (f) ADJ UNCH    1 1
 BS0561
 BS0561.Superseded values are not recommended for survey control.
 BS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0561.See file dsdata.txt to determine how the superseded data were derived.
 BS0561
 BS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ112670(NAD 83)
 BS0561_MARKER: DB = BENCH MARK DISK
 BS0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0561_STAMPING: A 140 1956
 BS0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0561+STABILITY: SURFACE MOTION
 BS0561
 BS0561  HISTORY     - Date     Condition        Report By
 BS0561  HISTORY     - 1956     MONUMENTED       CGS
 BS0561  HISTORY     - 1974     GOOD             NGS
 BS0561
 BS0561                          STATION DESCRIPTION
 BS0561
 BS0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BS0561'4.4 MI W FROM KIRKLAND.
 BS0561'ABOUT 4.45 MILES ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0561'FROM THE STATION SIGN AND ROAD CROSSING AT KIRKLAND, 174 YARDS
 BS0561'EAST OF MILE POST P 626, 95 YARDS WEST OF WEST END OF A TRESTLE,
 BS0561'ABOUT 50 YARDS NORTH OF THE TRACK, ALONG U.S. HIGHWAY 82, 80 FEET
 BS0561'NORTH OF CENTER LINE OF HIGHWAY, 29.7 FEET SOUTH OF A FENCE LINE,
 BS0561'143 FEET WEST OF POWER POLE NO. 1876, 286 FEET WEST-NORTHWEST OF
 BS0561'NORTHWEST CORNER OF NORTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT
 BS0561'UNDER HIGHWAY, 22 FEET NORTH OF WEST END OF A 30-INCH PIPE CULVERT
 BS0561'UNDER A DRIVE NORTH, 18 FEET WEST OF CENTER LINE OF DRIVE, 2 FEET
 BS0561'WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BS0561'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK IS 3.8 MILES
 BS0561'EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE STATION
 BS0561'AT WILLACOOCHEE, GEORGIA.
 BS0561
 BS0561                          STATION RECOVERY (1974)
 BS0561
 BS0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0514 ***********************************************************************
 BS0514  DESIGNATION -  A 141
 BS0514  PID         -  BS0514
 BS0514  STATE/COUNTY-  GA/WARE
 BS0514  USGS QUAD   -  AXSON (1971)
 BS0514
 BS0514                         *CURRENT SURVEY CONTROL
 BS0514  ___________________________________________________________________
 BS0514* NAD 83(1986)-  31 15 48.     (N)    082 38 18.     (W)     SCALED    
 BS0514* NAVD 88     -        45.414  (meters)     149.00   (feet)  ADJUSTED  
 BS0514  ___________________________________________________________________
 BS0514  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BS0514  DYNAMIC HT  -          45.358 (meters)     148.81  (feet)  COMP
 BS0514  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BS0514
 BS0514  VERT ORDER  -  FIRST     CLASS II
 BS0514
 BS0514.The horizontal coordinates were scaled from a topographic map and have
 BS0514.an estimated accuracy of +/- 6 seconds.
 BS0514
 BS0514.The orthometric height was determined by differential leveling
 BS0514.and adjusted by the National Geodetic Survey in June 1991..
 BS0514
 BS0514.The geoid height was determined by GEOID03.
 BS0514
 BS0514.The dynamic height is computed by dividing the NAVD 88
 BS0514.geopotential number by the normal gravity value computed on the
 BS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0514.degrees latitude (g = 980.6199 gals.).
 BS0514
 BS0514.The modeled gravity was interpolated from observed gravity values.
 BS0514
 BS0514;                    North         East    Units  Estimated Accuracy
 BS0514;SPC GA E     -   140,140.      155,080.      MT  (+/- 180 meters Scaled)
 BS0514
 BS0514                          SUPERSEDED SURVEY CONTROL
 BS0514
 BS0514  NGVD 29 (??/??/92)   45.662  (m)          149.81   (f) ADJ UNCH    1 2
 BS0514
 BS0514.Superseded values are not recommended for survey control.
 BS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0514.See file dsdata.txt to determine how the superseded data were derived.
 BS0514
 BS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ440599(NAD 83)
 BS0514_MARKER: DB = BENCH MARK DISK
 BS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0514_STAMPING: A 141 1956
 BS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0514+STABILITY: SURFACE MOTION
 BS0514
 BS0514  HISTORY     - Date     Condition        Report By
 BS0514  HISTORY     - 1956     MONUMENTED       CGS
 BS0514  HISTORY     - 1980     GOOD             NGS
 BS0514
 BS0514                          STATION DESCRIPTION
 BS0514
 BS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BS0514'1.8 MI W FROM FAIRFAX.
 BS0514'ABOUT 1.8 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0514'FROM THE ROAD CROSSING AT FAIRFAX, ABOUT 1.55 MILES EAST OF
 BS0514'THE STATION AND ROAD CROSSING AT MILLWOOD, AT A NORTH-SOUTH ROAD
 BS0514'CROSSING, 227 FEET WEST-SOUTHWEST AND ACROSS ROAD FROM MILE POST
 BS0514'P 605, 92 FEET SOUTH OF SOUTH RAIL, 105 FEET SOUTHWEST OF CENTER
 BS0514'OF CROSSING, 40 FEET WEST OF CENTER LINE OF ROAD, 52 FEET SOUTH
 BS0514'OF FIRST TELEPHONE POLE WEST OF CROSSING, 16 1/2 FEET WEST OF
 BS0514'A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 FEET WEST OF
 BS0514'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN
 BS0514'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BS0514
 BS0514                          STATION RECOVERY (1980)
 BS0514
 BS0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BS0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1478 ***********************************************************************
 BD1478  DESIGNATION -  A 142
 BD1478  PID         -  BD1478
 BD1478  STATE/COUNTY-  GA/CHARLTON
 BD1478  USGS QUAD   -  NEWELL (1988)
 BD1478
 BD1478                         *CURRENT SURVEY CONTROL
 BD1478  ___________________________________________________________________
 BD1478* NAD 83(1986)-  30 58 17.     (N)    082 07 01.     (W)     SCALED    
 BD1478* NAVD 88     -        36.634  (meters)     120.19   (feet)  ADJUSTED  
 BD1478  ___________________________________________________________________
 BD1478  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BD1478  DYNAMIC HT  -          36.588 (meters)     120.04  (feet)  COMP
 BD1478  MODELED GRAV-     979,402.8   (mgal)                       NAVD 88
 BD1478
 BD1478  VERT ORDER  -  FIRST     CLASS I
 BD1478
 BD1478.The horizontal coordinates were scaled from a topographic map and have
 BD1478.an estimated accuracy of +/- 6 seconds.
 BD1478
 BD1478.The orthometric height was determined by differential leveling
 BD1478.and adjusted by the National Geodetic Survey in June 1991..
 BD1478
 BD1478.The geoid height was determined by GEOID03.
 BD1478
 BD1478.The dynamic height is computed by dividing the NAVD 88
 BD1478.geopotential number by the normal gravity value computed on the
 BD1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1478.degrees latitude (g = 980.6199 gals.).
 BD1478
 BD1478.The modeled gravity was interpolated from observed gravity values.
 BD1478
 BD1478;                    North         East    Units  Estimated Accuracy
 BD1478;SPC GA E     -   107,680.      204,750.      MT  (+/- 180 meters Scaled)
 BD1478
 BD1478                          SUPERSEDED SURVEY CONTROL
 BD1478
 BD1478  NGVD 29 (??/??/92)   36.926  (m)          121.15   (f) ADJ UNCH    1 1
 BD1478
 BD1478.Superseded values are not recommended for survey control.
 BD1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1478.See file dsdata.txt to determine how the superseded data were derived.
 BD1478
 BD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ933269(NAD 83)
 BD1478_MARKER: DB = BENCH MARK DISK
 BD1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD1478_SP_SET: CULVERT
 BD1478_STAMPING: A 142 1956
 BD1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1478
 BD1478  HISTORY     - Date     Condition        Report By
 BD1478  HISTORY     - 1956     MONUMENTED       CGS
 BD1478  HISTORY     - 1973     GOOD             NGS
 BD1478
 BD1478                          STATION DESCRIPTION
 BD1478
 BD1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BD1478'2.3 MI SE FROM RACEPOND.
 BD1478'ABOUT 2.3 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1478'FROM THE ROAD CROSSING AT RACEPOND, ABOUT 0.4 MILE NORTHWEST
 BD1478'OF A ROAD CROSSING, ABOUT 0.3 MILE NORTHWEST OF MILE POST NA 610,
 BD1478'ABOUT 100 YARDS NORTHEAST OF THE TRACK, ALONG U.S. HIGHWAY 1,
 BD1478'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM JUNCTION
 BD1478'OF A DIRVE NORTHEAST TO SANDHILL BAPTIST CHURCH AND CEMETERY,
 BD1478'IN THE TOP OF SOUTHEAST END OF NORTHEAST HEAD WALL OF AN
 BD1478'8-FOOT CONCRETE CULVERT UNDER HIGHWAY, 28 FEET NORTHEAST OF
 BD1478'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 BD1478
 BD1478                          STATION RECOVERY (1973)
 BD1478
 BD1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BD1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0748 ***********************************************************************
 BC0748  DESIGNATION -  A 143
 BC0748  PID         -  BC0748
 BC0748  STATE/COUNTY-  GA/CAMDEN
 BC0748  USGS QUAD   -  WOODBINE (1993)
 BC0748
 BC0748                         *CURRENT SURVEY CONTROL
 BC0748  ___________________________________________________________________
 BC0748* NAD 83(1986)-  30 53 04.     (N)    081 42 29.     (W)     SCALED    
 BC0748* NAVD 88     -         6.269  (meters)      20.57   (feet)  ADJUSTED  
 BC0748  ___________________________________________________________________
 BC0748  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0748  DYNAMIC HT  -           6.261 (meters)      20.54  (feet)  COMP
 BC0748  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BC0748
 BC0748  VERT ORDER  -  FIRST     CLASS I
 BC0748
 BC0748.The horizontal coordinates were scaled from a topographic map and have
 BC0748.an estimated accuracy of +/- 6 seconds.
 BC0748
 BC0748.The orthometric height was determined by differential leveling
 BC0748.and adjusted by the National Geodetic Survey in June 1991..
 BC0748.WARNING-Repeat measurements at this control monument indicate possible
 BC0748.vertical movement.
 BC0748
 BC0748.The geoid height was determined by GEOID03.
 BC0748
 BC0748.The dynamic height is computed by dividing the NAVD 88
 BC0748.geopotential number by the normal gravity value computed on the
 BC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0748.degrees latitude (g = 980.6199 gals.).
 BC0748
 BC0748.The modeled gravity was interpolated from observed gravity values.
 BC0748
 BC0748;                    North         East    Units  Estimated Accuracy
 BC0748;SPC GA E     -    98,130.      243,850.      MT  (+/- 180 meters Scaled)
 BC0748
 BC0748                          SUPERSEDED SURVEY CONTROL
 BC0748
 BC0748  NGVD 29 (??/??/92)    6.633  (m)           21.76   (f) ADJ UNCH    1 1
 BC0748
 BC0748.Superseded values are not recommended for survey control.
 BC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0748.See file dsdata.txt to determine how the superseded data were derived.
 BC0748
 BC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ323170(NAD 83)
 BC0748_MARKER: DR = REFERENCE MARK DISK
 BC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0748_STAMPING: A 143 1956
 BC0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0748+STABILITY: SURFACE MOTION
 BC0748
 BC0748  HISTORY     - Date     Condition        Report By
 BC0748  HISTORY     - 1956     MONUMENTED       CGS
 BC0748  HISTORY     - 1975     GOOD             NGS
 BC0748  HISTORY     - 19910404 MARK NOT FOUND   NGS
 BC0748
 BC0748                          STATION DESCRIPTION
 BC0748
 BC0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0748'6 MI N FROM KINGSLAND.
 BC0748'5.95 MILES NORTH ALONG SEABOARD COAST LINE RAILROAD FROM CROSSING
 BC0748'OF THE STATE HIGHWAY 40 AT KINGSLAND, 68.0 FEET EAST OF THE
 BC0748'EAST RAIL, 5.8 MILES SOUTH OF THE CROSSING OF THE RAILROAD
 BC0748'AND STATE HIGHWAY 110 ATT WOODBINE, 0.1 MILE WEST AND BETWEEN
 BC0748'POWER POLES NUMBERED 385 AND 386 ON HIGHWAY 17, 102.0 YARDS
 BC0748'NORTH OF MILE POST 593, 64.0 FEET SOUTH-SOUTHEAST OF THE THIRD
 BC0748'POWER AND TELEPHONE POLE NORTH OF THE MILE POST, 1.0 FEET
 BC0748'NORTH OF A WITNESS POST, 3 1/2 FEET LOWER THAN THE TRACKS, SET
 BC0748'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BC0748
 BC0748                          STATION RECOVERY (1991)
 BC0748
 BC0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0748'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0161 ***********************************************************************
 BD0161  DESIGNATION -  A 144
 BD0161  PID         -  BD0161
 BD0161  STATE/COUNTY-  GA/CHARLTON
 BD0161  USGS QUAD   -  MONIAC (1994)
 BD0161
 BD0161                         *CURRENT SURVEY CONTROL
 BD0161  ___________________________________________________________________
 BD0161* NAD 83(1986)-  30 31 03.     (N)    082 13 47.     (W)     SCALED    
 BD0161* NAVD 88     -        34.833  (meters)     114.28   (feet)  ADJUSTED  
 BD0161  ___________________________________________________________________
 BD0161  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD0161  DYNAMIC HT  -          34.787 (meters)     114.13  (feet)  COMP
 BD0161  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BD0161
 BD0161  VERT ORDER  -  FIRST     CLASS II
 BD0161
 BD0161.The horizontal coordinates were scaled from a topographic map and have
 BD0161.an estimated accuracy of +/- 6 seconds.
 BD0161
 BD0161.The orthometric height was determined by differential leveling
 BD0161.and adjusted by the National Geodetic Survey in June 1991..
 BD0161
 BD0161.The geoid height was determined by GEOID03.
 BD0161
 BD0161.The dynamic height is computed by dividing the NAVD 88
 BD0161.geopotential number by the normal gravity value computed on the
 BD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0161.degrees latitude (g = 980.6199 gals.).
 BD0161
 BD0161.The modeled gravity was interpolated from observed gravity values.
 BD0161
 BD0161;                    North         East    Units  Estimated Accuracy
 BD0161;SPC GA E     -    57,360.      193,950.      MT  (+/- 180 meters Scaled)
 BD0161
 BD0161                          SUPERSEDED SURVEY CONTROL
 BD0161
 BD0161  NGVD 29 (??/??/92)   35.119  (m)          115.22   (f) ADJ UNCH    1 2
 BD0161
 BD0161.Superseded values are not recommended for survey control.
 BD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0161.See file dsdata.txt to determine how the superseded data were derived.
 BD0161
 BD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP820767(NAD 83)
 BD0161_MARKER: DB = BENCH MARK DISK
 BD0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD0161_SP_SET: BRIDGE ABUTMENT
 BD0161_STAMPING: A 144 1957
 BD0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BD0161+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 BD0161
 BD0161  HISTORY     - Date     Condition        Report By
 BD0161  HISTORY     - 1957     MONUMENTED       CGS
 BD0161  HISTORY     - 19920123 MARK NOT FOUND   NGS
 BD0161
 BD0161                          STATION DESCRIPTION
 BD0161
 BD0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD0161'11.8 MI W FROM ST GEORGE.
 BD0161'ABOUT 11.8 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST
 BD0161'OFFICE AT ST GEORGE, 0.35 MILE WEST OF THE POST OFFICE AT MONIAC,
 BD0161'0.35 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 2 AND 127 AT
 BD0161'BAXTER, BAKER COUNTY, FLORIDA, ON TOP OF THE SOUTH END OF THE
 BD0161'EAST CONCRETE ABUTMENT OF THE STATE HIGHWAY 94 BRIDGE OVER THE
 BD0161'NORTH PRONG OF ST MARYS RIVER, 13 1/2 FEET SOUTH OF THE CENTER
 BD0161'LINE OF THE HIGHWAY, 1 1/2 FEET SOUTH OF THE STEEL BANNISTER
 BD0161'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 BD0161
 BD0161                          STATION RECOVERY (1992)
 BD0161
 BD0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD0161'NOTE--THE BRIDGE WAS REPLACED IN 1989 THE MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0676 ***********************************************************************
 BS0676  DESIGNATION -  A 145
 BS0676  PID         -  BS0676
 BS0676  STATE/COUNTY-  GA/BERRIEN
 BS0676  USGS QUAD   -  TENMILE BAY (1972)
 BS0676
 BS0676                         *CURRENT SURVEY CONTROL
 BS0676  ___________________________________________________________________
 BS0676* NAD 83(1986)-  31 22 18.     (N)    083 10 16.     (W)     SCALED    
 BS0676* NAVD 88     -        67.987  (meters)     223.05   (feet)  ADJUSTED  
 BS0676  ___________________________________________________________________
 BS0676  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BS0676  DYNAMIC HT  -          67.906 (meters)     222.79  (feet)  COMP
 BS0676  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BS0676
 BS0676  VERT ORDER  -  FIRST     CLASS II
 BS0676
 BS0676.The horizontal coordinates were scaled from a topographic map and have
 BS0676.an estimated accuracy of +/- 6 seconds.
 BS0676
 BS0676.The orthometric height was determined by differential leveling
 BS0676.and adjusted by the National Geodetic Survey in June 1991..
 BS0676
 BS0676.The geoid height was determined by GEOID03.
 BS0676
 BS0676.The dynamic height is computed by dividing the NAVD 88
 BS0676.geopotential number by the normal gravity value computed on the
 BS0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0676.degrees latitude (g = 980.6199 gals.).
 BS0676
 BS0676.The modeled gravity was interpolated from observed gravity values.
 BS0676
 BS0676;                    North         East    Units  Estimated Accuracy
 BS0676;SPC GA W     -   152,480.      794,700.      MT  (+/- 180 meters Scaled)
 BS0676
 BS0676                          SUPERSEDED SURVEY CONTROL
 BS0676
 BS0676  NGVD 29 (??/??/92)   68.201  (m)          223.76   (f) ADJ UNCH    1 2
 BS0676
 BS0676.Superseded values are not recommended for survey control.
 BS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0676.See file dsdata.txt to determine how the superseded data were derived.
 BS0676
 BS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ935728(NAD 83)
 BS0676_MARKER: DB = BENCH MARK DISK
 BS0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0676_SP_SET: BRIDGE PIER
 BS0676_STAMPING: A 145 1957
 BS0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0676
 BS0676  HISTORY     - Date     Condition        Report By
 BS0676  HISTORY     - 1957     MONUMENTED       CGS
 BS0676  HISTORY     - 1962     GOOD             NGS
 BS0676
 BS0676                          STATION DESCRIPTION
 BS0676
 BS0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0676'3 MI E FROM ALAPAHA.
 BS0676'ABOUT 3.05 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0676'FROM THE STATION AT ALAPAHA, 0.45 MILE EAST OF MILEPOST NO.
 BS0676'P 638, ON TOP OF THE NORTH END OF THE WEST CONCRETE PIER OF THE
 BS0676'STEEL BRIDGE OVER THE ALAPAHA RIVER, 10 FEET NORTH OF THE NORTH
 BS0676'RAIL AND 6 1/2 FEET BELOW THE TOP OF THE RAIL.
 BS0676
 BS0676                          STATION RECOVERY (1962)
 BS0676
 BS0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BS0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0241 ***********************************************************************
 BR0241  DESIGNATION -  A 146
 BR0241  PID         -  BR0241
 BR0241  STATE/COUNTY-  GA/GLYNN
 BR0241  USGS QUAD   -  STERLING (1993)
 BR0241
 BR0241                         *CURRENT SURVEY CONTROL
 BR0241  ___________________________________________________________________
 BR0241* NAD 83(1986)-  31 16 10.     (N)    081 32 11.     (W)     SCALED    
 BR0241* NAVD 88     -         5.734  (meters)      18.81   (feet)  ADJUSTED  
 BR0241  ___________________________________________________________________
 BR0241  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 BR0241  DYNAMIC HT  -           5.728 (meters)      18.79  (feet)  COMP
 BR0241  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BR0241
 BR0241  VERT ORDER  -  FIRST     CLASS II
 BR0241
 BR0241.The horizontal coordinates were scaled from a topographic map and have
 BR0241.an estimated accuracy of +/- 6 seconds.
 BR0241
 BR0241.The orthometric height was determined by differential leveling
 BR0241.and adjusted by the National Geodetic Survey in June 1991..
 BR0241
 BR0241.The geoid height was determined by GEOID03.
 BR0241
 BR0241.The dynamic height is computed by dividing the NAVD 88
 BR0241.geopotential number by the normal gravity value computed on the
 BR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0241.degrees latitude (g = 980.6199 gals.).
 BR0241
 BR0241.The modeled gravity was interpolated from observed gravity values.
 BR0241
 BR0241;                    North         East    Units  Estimated Accuracy
 BR0241;SPC GA E     -   140,890.      260,020.      MT  (+/- 180 meters Scaled)
 BR0241
 BR0241                          SUPERSEDED SURVEY CONTROL
 BR0241
 BR0241  NGVD 29 (??/??/92)    6.032  (m)           19.79   (f) ADJ UNCH    1 2
 BR0241
 BR0241.Superseded values are not recommended for survey control.
 BR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0241.See file dsdata.txt to determine how the superseded data were derived.
 BR0241
 BR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ489595(NAD 83)
 BR0241_MARKER: DB = BENCH MARK DISK
 BR0241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BR0241_SP_SET: 64 FT
 BR0241_STAMPING: A 146 1956
 BR0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0241
 BR0241  HISTORY     - Date     Condition        Report By
 BR0241  HISTORY     - 1956     MONUMENTED       CGS
 BR0241  HISTORY     - 1964     GOOD             USDA
 BR0241  HISTORY     - 1976     MARK NOT FOUND   USGS
 BR0241
 BR0241                          STATION DESCRIPTION
 BR0241
 BR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0241'AT STERLING.
 BR0241'AT STERLING, ALONG THE SOUTHERN RAILWAY, AT CROSSING OF STATE
 BR0241'HIGHWAY, 99 (SAND ROAD), ABOUT 0.4 MILE SOUTHEAST OF MILE POST 418,
 BR0241'35 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 64 FEET
 BR0241'SOUTH OF CENTER OF CROSSING OF MAIN TRACK AND HIGHWAY, 67 FEET
 BR0241'EAST OF A POWER POLE, 90 FEET SOUTHEAST AND ACROSS HIGHWAY FROM
 BR0241'STATION SIGN, 56 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 41 FEET
 BR0241'SOUTHEAST OF A TELEPHONE POLE, 39 1/2 FEET SOUTH OF A VERTICAL
 BR0241'RAIL PROJECTING 4 FEET, 16 FEET SOUTHWEST OF SOUTHWEST RAIL OF A
 BR0241'SIDE TRACK, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BR0241'ABOUT LEVEL WITH TRACK AND IS A DISK ON TOP OF A COPPER COATED
 BR0241'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE WHICH
 BR0241'PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 BR0241'60-FEET.
 BR0241
 BR0241                          STATION RECOVERY (1964)
 BR0241
 BR0241'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964
 BR0241'RECOVERED IN GOOD CONDITION.
 BR0241
 BR0241                          STATION RECOVERY (1976)
 BR0241
 BR0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BR0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0289 ***********************************************************************
 BR0289  DESIGNATION -  A 147
 BR0289  PID         -  BR0289
 BR0289  STATE/COUNTY-  GA/MCINTOSH
 BR0289  USGS QUAD   -  COX (1978)
 BR0289
 BR0289                         *CURRENT SURVEY CONTROL
 BR0289  ___________________________________________________________________
 BR0289* NAD 83(1986)-  31 28 19.     (N)    081 33 20.     (W)     SCALED    
 BR0289* NAVD 88     -         4.575  (meters)      15.01   (feet)  ADJUSTED  
 BR0289  ___________________________________________________________________
 BR0289  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 BR0289  DYNAMIC HT  -           4.570 (meters)      14.99  (feet)  COMP
 BR0289  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 BR0289
 BR0289  VERT ORDER  -  FIRST     CLASS II
 BR0289
 BR0289.The horizontal coordinates were scaled from a topographic map and have
 BR0289.an estimated accuracy of +/- 6 seconds.
 BR0289
 BR0289.The orthometric height was determined by differential leveling
 BR0289.and adjusted by the National Geodetic Survey in June 1991..
 BR0289
 BR0289.The geoid height was determined by GEOID03.
 BR0289
 BR0289.The dynamic height is computed by dividing the NAVD 88
 BR0289.geopotential number by the normal gravity value computed on the
 BR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0289.degrees latitude (g = 980.6199 gals.).
 BR0289
 BR0289.The modeled gravity was interpolated from observed gravity values.
 BR0289
 BR0289;                    North         East    Units  Estimated Accuracy
 BR0289;SPC GA E     -   163,330.      258,070.      MT  (+/- 180 meters Scaled)
 BR0289
 BR0289                          SUPERSEDED SURVEY CONTROL
 BR0289
 BR0289  NGVD 29 (??/??/92)    4.870  (m)           15.98   (f) ADJ UNCH    1 2
 BR0289
 BR0289.Superseded values are not recommended for survey control.
 BR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0289.See file dsdata.txt to determine how the superseded data were derived.
 BR0289
 BR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ472820(NAD 83)
 BR0289_MARKER: DB = BENCH MARK DISK
 BR0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0289_STAMPING: A 147 1956
 BR0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0289+STABILITY: SURFACE MOTION
 BR0289
 BR0289  HISTORY     - Date     Condition        Report By
 BR0289  HISTORY     - 1956     MONUMENTED       CGS
 BR0289  HISTORY     - 1976     MARK NOT FOUND   USGS
 BR0289
 BR0289                          STATION DESCRIPTION
 BR0289
 BR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0289'1.2 MI NE FROM COX.
 BR0289'ABOUT 1.25 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BR0289'FROM THE STATION AT COX, 86 FEET NORTH OF THE FIFTH POLE SOUTH
 BR0289'OF MILE POST 549, 101 FEET WEST OF THE WEST RAIL, 109 FEET WEST
 BR0289'SOUTHWEST OF THE CENTER OF A SAND ROAD CROSSING, 79 FEET
 BR0289'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM POLE 263, 67 FEET
 BR0289'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 BR0289'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 BR0289'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BR0289
 BR0289                          STATION RECOVERY (1976)
 BR0289
 BR0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BR0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0317 ***********************************************************************
 BR0317  DESIGNATION -  A 148
 BR0317  PID         -  BR0317
 BR0317  STATE/COUNTY-  GA/GLYNN
 BR0317  USGS QUAD   -  THALMANN (1993)
 BR0317
 BR0317                         *CURRENT SURVEY CONTROL
 BR0317  ___________________________________________________________________
 BR0317* NAD 83(1986)-  31 18 50.     (N)    081 41 06.     (W)     SCALED    
 BR0317* NAVD 88     -         4.927  (meters)      16.16   (feet)  ADJUSTED  
 BR0317  ___________________________________________________________________
 BR0317  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 BR0317  DYNAMIC HT  -           4.921 (meters)      16.14  (feet)  COMP
 BR0317  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 BR0317
 BR0317  VERT ORDER  -  FIRST     CLASS II
 BR0317
 BR0317.The horizontal coordinates were scaled from a topographic map and have
 BR0317.an estimated accuracy of +/- 6 seconds.
 BR0317
 BR0317.The orthometric height was determined by differential leveling
 BR0317.and adjusted by the National Geodetic Survey in June 1991..
 BR0317
 BR0317.The geoid height was determined by GEOID03.
 BR0317
 BR0317.The dynamic height is computed by dividing the NAVD 88
 BR0317.geopotential number by the normal gravity value computed on the
 BR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0317.degrees latitude (g = 980.6199 gals.).
 BR0317
 BR0317.The modeled gravity was interpolated from observed gravity values.
 BR0317
 BR0317;                    North         East    Units  Estimated Accuracy
 BR0317;SPC GA E     -   145,750.      245,850.      MT  (+/- 180 meters Scaled)
 BR0317
 BR0317                          SUPERSEDED SURVEY CONTROL
 BR0317
 BR0317  NGVD 29 (??/??/92)    5.234  (m)           17.17   (f) ADJ UNCH    1 2
 BR0317
 BR0317.Superseded values are not recommended for survey control.
 BR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0317.See file dsdata.txt to determine how the superseded data were derived.
 BR0317
 BR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ348645(NAD 83)
 BR0317_MARKER: DB = BENCH MARK DISK
 BR0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0317_STAMPING: A 148 1956
 BR0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0317
 BR0317  HISTORY     - Date     Condition        Report By
 BR0317  HISTORY     - 1956     MONUMENTED       CGS
 BR0317
 BR0317                          STATION DESCRIPTION
 BR0317
 BR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0317'1.4 MI N FROM THALMANN.
 BR0317'ABOUT 1.45 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BR0317'THE STATION AT THALMANN, 46 1/2 FEET WEST OF THE WEST RAIL, 41 FEET
 BR0317'NORTHWEST OF MILE POST 563, 30 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 BR0317'POLE, 1 FOOT EAST OF THE FENCE LINE, ABOUT 3 1/2 FEET BELOW THE
 BR0317'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF AN IRON PIPE
 BR0317'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0297 ***********************************************************************
 BR0297  DESIGNATION -  A 149
 BR0297  PID         -  BR0297
 BR0297  STATE/COUNTY-  GA/WAYNE
 BR0297  USGS QUAD   -  EVERETT (1993)
 BR0297
 BR0297                         *CURRENT SURVEY CONTROL
 BR0297  ___________________________________________________________________
 BR0297* NAD 83(1986)-  31 28 23.     (N)    081 43 24.     (W)     SCALED    
 BR0297* NAVD 88     -        19.453  (meters)      63.82   (feet)  ADJUSTED  
 BR0297  ___________________________________________________________________
 BR0297  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 BR0297  DYNAMIC HT  -          19.429 (meters)      63.74  (feet)  COMP
 BR0297  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BR0297
 BR0297  VERT ORDER  -  FIRST     CLASS II
 BR0297
 BR0297.The horizontal coordinates were scaled from a topographic map and have
 BR0297.an estimated accuracy of +/- 6 seconds.
 BR0297
 BR0297.The orthometric height was determined by differential leveling
 BR0297.and adjusted by the National Geodetic Survey in June 1991..
 BR0297
 BR0297.The geoid height was determined by GEOID03.
 BR0297
 BR0297.The dynamic height is computed by dividing the NAVD 88
 BR0297.geopotential number by the normal gravity value computed on the
 BR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0297.degrees latitude (g = 980.6199 gals.).
 BR0297
 BR0297.The modeled gravity was interpolated from observed gravity values.
 BR0297
 BR0297;                    North         East    Units  Estimated Accuracy
 BR0297;SPC GA E     -   163,380.      242,130.      MT  (+/- 180 meters Scaled)
 BR0297
 BR0297                          SUPERSEDED SURVEY CONTROL
 BR0297
 BR0297  NGVD 29 (??/??/92)   19.740  (m)           64.76   (f) ADJ UNCH    1 2
 BR0297
 BR0297.Superseded values are not recommended for survey control.
 BR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0297.See file dsdata.txt to determine how the superseded data were derived.
 BR0297
 BR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ312822(NAD 83)
 BR0297_MARKER: DB = BENCH MARK DISK
 BR0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0297_STAMPING: A 149 1956
 BR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0297+STABILITY: SURFACE MOTION
 BR0297
 BR0297  HISTORY     - Date     Condition        Report By
 BR0297  HISTORY     - 1956     MONUMENTED       CGS
 BR0297
 BR0297                          STATION DESCRIPTION
 BR0297
 BR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0297'7.4 MI NW FROM EVERETT.
 BR0297'ABOUT 7.4 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 BR0297'STATION AT EVERETT, ABOUT 0.1 MILE NORTHWEST OF MILE POST 401,
 BR0297'ABOUT 0.95 MILE SOUTHEAST OF GRANGERVILLE, 176 FEET SOUTHWEST AND
 BR0297'ACROSS U.S. HIGHWAY 25 AND 341 FROM SOUTHWEST RAIL, 78 FEET SOUTHWEST
 BR0297'OF CENTER LINE OF HIGHWAY, 90 FEET SOUTH-SOUTHWEST OF CENTER OF
 BR0297'JUNCTION OF HIGHWAY AND A DIM ROAD SOUTHWEST, 31 FEET SOUTHEAST
 BR0297'OF CENTER LINE OF DIM ROAD SOUTHWEST, 34 FEET SOUTH-SOUTHWEST OF
 BR0297'SOUTHEAST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER DIM ROAD,
 BR0297'6 3/4 FEET NORTHWEST OF A POWER POLE, 2 1/2 FEET SOUTHEAST OF A
 BR0297'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND
 BR0297'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0784 ***********************************************************************
 BR0784  DESIGNATION -  A 150
 BR0784  PID         -  BR0784
 BR0784  STATE/COUNTY-  GA/WAYNE
 BR0784  USGS QUAD   -  JESUP WEST (1988)
 BR0784
 BR0784                         *CURRENT SURVEY CONTROL
 BR0784  ___________________________________________________________________
 BR0784* NAD 83(1986)-  31 32 39.     (N)    081 57 01.     (W)     SCALED    
 BR0784* NAVD 88     -        29.519  (meters)      96.85   (feet)  ADJUSTED  
 BR0784  ___________________________________________________________________
 BR0784  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 BR0784  DYNAMIC HT  -          29.483 (meters)      96.73  (feet)  COMP
 BR0784  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BR0784
 BR0784  VERT ORDER  -  FIRST     CLASS II
 BR0784
 BR0784.The horizontal coordinates were scaled from a topographic map and have
 BR0784.an estimated accuracy of +/- 6 seconds.
 BR0784
 BR0784.The orthometric height was determined by differential leveling
 BR0784.and adjusted by the National Geodetic Survey in June 1991..
 BR0784.WARNING-Repeat measurements at this control monument indicate possible
 BR0784.vertical movement.
 BR0784
 BR0784.The geoid height was determined by GEOID03.
 BR0784
 BR0784.The dynamic height is computed by dividing the NAVD 88
 BR0784.geopotential number by the normal gravity value computed on the
 BR0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0784.degrees latitude (g = 980.6199 gals.).
 BR0784
 BR0784.The modeled gravity was interpolated from observed gravity values.
 BR0784
 BR0784;                    North         East    Units  Estimated Accuracy
 BR0784;SPC GA E     -   171,200.      220,550.      MT  (+/- 180 meters Scaled)
 BR0784
 BR0784                          SUPERSEDED SURVEY CONTROL
 BR0784
 BR0784  NGVD 29 (??/??/92)   29.787  (m)           97.73   (f) ADJ UNCH    1 2
 BR0784
 BR0784.Superseded values are not recommended for survey control.
 BR0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0784.See file dsdata.txt to determine how the superseded data were derived.
 BR0784
 BR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ097903(NAD 83)
 BR0784_MARKER: DB = BENCH MARK DISK
 BR0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0784_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0784_STAMPING: A 150 1956
 BR0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0784
 BR0784  HISTORY     - Date     Condition        Report By
 BR0784  HISTORY     - 1956     MONUMENTED       CGS
 BR0784  HISTORY     - 1961     GOOD             NGS
 BR0784
 BR0784                          STATION DESCRIPTION
 BR0784
 BR0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0784'5.8 MI SW FROM JESUP.
 BR0784'5.8 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BR0784'THE STATION AT JESUP, NEAR THE TOP OF A SLIGHT KNOLL, 77 FEET
 BR0784'SOUTHEAST OF SOUTHEAST RAIL, 131 1/2 FEET SOUTH OF MILE POST N 554,
 BR0784'68 FEET SOUTH OF THE FIRST TELEPHONE POLE SOUTHWEST OF MILE POST,
 BR0784'22 FEET WEST OF TELEPHONE POLE NO. 2731, 3 FEET SOUTHEAST OF A
 BR0784'FENCE LINE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF TRACK AND IS A
 BR0784'DISK ON IRON PIPE PROJECTING 6 INCHES.
 BR0784
 BR0784                          STATION RECOVERY (1961)
 BR0784
 BR0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BR0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0235 ***********************************************************************
 BR0235  DESIGNATION -  A 151
 BR0235  PID         -  BR0235
 BR0235  STATE/COUNTY-  GA/GLYNN
 BR0235  USGS QUAD   -  BLADEN (1993)
 BR0235
 BR0235                         *CURRENT SURVEY CONTROL
 BR0235  ___________________________________________________________________
 BR0235* NAD 83(1986)-  31 14 29.     (N)    081 43 32.     (W)     SCALED    
 BR0235* NAVD 88     -         4.621  (meters)      15.16   (feet)  ADJUSTED  
 BR0235  ___________________________________________________________________
 BR0235  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 BR0235  DYNAMIC HT  -           4.615 (meters)      15.14  (feet)  COMP
 BR0235  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 BR0235
 BR0235  VERT ORDER  -  FIRST     CLASS II
 BR0235
 BR0235.The horizontal coordinates were scaled from a topographic map and have
 BR0235.an estimated accuracy of +/- 6 seconds.
 BR0235
 BR0235.The orthometric height was determined by differential leveling
 BR0235.and adjusted by the National Geodetic Survey in June 1991..
 BR0235
 BR0235.The geoid height was determined by GEOID03.
 BR0235
 BR0235.The dynamic height is computed by dividing the NAVD 88
 BR0235.geopotential number by the normal gravity value computed on the
 BR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0235.degrees latitude (g = 980.6199 gals.).
 BR0235
 BR0235.The modeled gravity was interpolated from observed gravity values.
 BR0235
 BR0235;                    North         East    Units  Estimated Accuracy
 BR0235;SPC GA E     -   137,690.      242,020.      MT  (+/- 180 meters Scaled)
 BR0235
 BR0235                          SUPERSEDED SURVEY CONTROL
 BR0235
 BR0235  NGVD 29 (??/??/92)    4.935  (m)           16.19   (f) ADJ UNCH    1 2
 BR0235
 BR0235.Superseded values are not recommended for survey control.
 BR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0235.See file dsdata.txt to determine how the superseded data were derived.
 BR0235
 BR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ309565(NAD 83)
 BR0235_MARKER: DB = BENCH MARK DISK
 BR0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0235_STAMPING: A 151 1956
 BR0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0235+STABILITY: SURFACE MOTION
 BR0235
 BR0235  HISTORY     - Date     Condition        Report By
 BR0235  HISTORY     - 1956     MONUMENTED       CGS
 BR0235  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0235
 BR0235                          STATION DESCRIPTION
 BR0235
 BR0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0235'1.3 MI W FROM BLADEN.
 BR0235'ABOUT 1.3 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BR0235'THE CROSSING OF THE SEABOARD AIR LINE RAILROAD AT BLADEN, 5 1/2
 BR0235'POLES WEST OF MILE POST 0 626, 40 FEET SOUTH OF THE SOUTH RAIL, 51
 BR0235'FEET SOUTHEAST OF THE CENTER OF A DIM ROAD CROSSING, 22 FEET EAST
 BR0235'OF THE CENTER OF THE ROAD, 3 1/2 FEET EAST OF POLE 36, 2 FEET WEST
 BR0235'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 BR0235'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BR0235
 BR0235                          STATION RECOVERY (1975)
 BR0235
 BR0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0146 ***********************************************************************
 BR0146  DESIGNATION -  A 152
 BR0146  PID         -  BR0146
 BR0146  STATE/COUNTY-  GA/MCINTOSH
 BR0146  USGS QUAD   -  RIDGEVILLE (1993)
 BR0146
 BR0146                         *CURRENT SURVEY CONTROL
 BR0146  ___________________________________________________________________
 BR0146* NAD 83(1986)-  31 25 07.     (N)    081 28 13.     (W)     SCALED    
 BR0146* NAVD 88     -         4.525  (meters)      14.85   (feet)  ADJUSTED  
 BR0146  ___________________________________________________________________
 BR0146  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 BR0146  DYNAMIC HT  -           4.520 (meters)      14.83  (feet)  COMP
 BR0146  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 BR0146
 BR0146  VERT ORDER  -  FIRST     CLASS I
 BR0146
 BR0146.The horizontal coordinates were scaled from a topographic map and have
 BR0146.an estimated accuracy of +/- 6 seconds.
 BR0146
 BR0146.The orthometric height was determined by differential leveling
 BR0146.and adjusted by the National Geodetic Survey in June 1991..
 BR0146
 BR0146.The geoid height was determined by GEOID03.
 BR0146
 BR0146.The dynamic height is computed by dividing the NAVD 88
 BR0146.geopotential number by the normal gravity value computed on the
 BR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0146.degrees latitude (g = 980.6199 gals.).
 BR0146
 BR0146.The modeled gravity was interpolated from observed gravity values.
 BR0146
 BR0146;                    North         East    Units  Estimated Accuracy
 BR0146;SPC GA E     -   157,470.      266,210.      MT  (+/- 180 meters Scaled)
 BR0146
 BR0146                          SUPERSEDED SURVEY CONTROL
 BR0146
 BR0146  NGVD 29 (??/??/92)    4.820  (m)           15.81   (f) ADJ UNCH    1 1
 BR0146
 BR0146.Superseded values are not recommended for survey control.
 BR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0146.See file dsdata.txt to determine how the superseded data were derived.
 BR0146
 BR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ553760(NAD 83)
 BR0146_MARKER: DB = BENCH MARK DISK
 BR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0146_SP_SET: CONCRETE POST
 BR0146_STAMPING: A 152 1956
 BR0146_MARK LOGO: CGS   
 BR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0146+STABILITY: SURFACE MOTION
 BR0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0146+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 BR0146
 BR0146  HISTORY     - Date     Condition        Report By
 BR0146  HISTORY     - 1956     MONUMENTED       CGS
 BR0146  HISTORY     - 1975     GOOD             NGS
 BR0146  HISTORY     - 19910326 GOOD             NGS
 BR0146
 BR0146                          STATION DESCRIPTION
 BR0146
 BR0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0146'3.2 MI NW FROM DARIEN.
 BR0146'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 251 FROM THE JUNCTION OF
 BR0146'U.S. HIGHWAY 17 AT DARIEN, 53.9 FEET SOUTH OF CENTER LINE OF THE
 BR0146'HIGHWAY, 37.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 BR0146'FRAME HOUSE, 23.5 FEET SOUTHEAST OF A POWER AND TELEPHONE POLE,
 BR0146'1.7 FEET NORTHEAST OF NORTHEAST CORNER OF A PICKETT FENCE, 1.4
 BR0146'FEET NORTHWEST OF A WITNESS POST.  ABOUT LEVEL WITH THE HIGHWAY
 BR0146'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BR0146
 BR0146                          STATION RECOVERY (1991)
 BR0146
 BR0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0146'1.0 KM (0.6 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0146'IN DARIEN, THENCE 5.5 KM (3.4 MI) NORTHWESTERLY ALONG STATE HIGHWAY
 BR0146'251, 24.3 M (79.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 BR0146'16.7 M (54.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT)
 BR0146'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 7.2 M (23.6 FT) EAST OF
 BR0146'A UTILITY POLE, 0.4 M (1.3 FT) WEST-NORTHWEST OF A WITNESS POST, 0.3
 BR0146'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 BR0146'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0547 ***********************************************************************
 BS0547  DESIGNATION -  A 153
 BS0547  PID         -  BS0547
 BS0547  STATE/COUNTY-  GA/ATKINSON
 BS0547  USGS QUAD   -  PEARSON (1987)
 BS0547
 BS0547                         *CURRENT SURVEY CONTROL
 BS0547  ___________________________________________________________________
 BS0547* NAD 83(1986)-  31 17 47.     (N)    082 50 58.     (W)     SCALED    
 BS0547* NAVD 88     -        60.880  (meters)     199.74   (feet)  ADJUSTED  
 BS0547  ___________________________________________________________________
 BS0547  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BS0547  DYNAMIC HT  -          60.806 (meters)     199.49  (feet)  COMP
 BS0547  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BS0547
 BS0547  VERT ORDER  -  FIRST     CLASS I
 BS0547
 BS0547.The horizontal coordinates were scaled from a topographic map and have
 BS0547.an estimated accuracy of +/- 6 seconds.
 BS0547
 BS0547.The orthometric height was determined by differential leveling
 BS0547.and adjusted by the National Geodetic Survey in June 1991..
 BS0547
 BS0547.The geoid height was determined by GEOID03.
 BS0547
 BS0547.The dynamic height is computed by dividing the NAVD 88
 BS0547.geopotential number by the normal gravity value computed on the
 BS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0547.degrees latitude (g = 980.6199 gals.).
 BS0547
 BS0547.The modeled gravity was interpolated from observed gravity values.
 BS0547
 BS0547;                    North         East    Units  Estimated Accuracy
 BS0547;SPC GA E     -   143,910.      135,000.      MT  (+/- 180 meters Scaled)
 BS0547
 BS0547                          SUPERSEDED SURVEY CONTROL
 BS0547
 BS0547  NGVD 29 (??/??/92)   61.116  (m)          200.51   (f) ADJ UNCH    1 1
 BS0547
 BS0547.Superseded values are not recommended for survey control.
 BS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0547.See file dsdata.txt to determine how the superseded data were derived.
 BS0547
 BS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ239639(NAD 83)
 BS0547_MARKER: DB = BENCH MARK DISK
 BS0547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0547_SP_SET: 30 FEET
 BS0547_STAMPING: A 153 1957
 BS0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0547
 BS0547  HISTORY     - Date     Condition        Report By
 BS0547  HISTORY     - 1957     MONUMENTED       CGS
 BS0547  HISTORY     - 1974     GOOD             NGS
 BS0547
 BS0547                          STATION DESCRIPTION
 BS0547
 BS0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0547'0.2 MI E FROM PEARSON.
 BS0547'ABOUT 0.25 MILE EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0547'THE STATION AT PEARSON, 106 1/2 FEET SOUTH AND ACROSS A SAND
 BS0547'STREET FROM THE SOUTH RAIL OF THE MAIN TRACK, 114 FEET NORTH OF
 BS0547'THE NORTHEAST CORNER OF THE FIRST BAPTIST CHURCH, 35 FEET SOUTH
 BS0547'OF THE CENTER LINE OF A SAND STREET PARALLELING THE TRACK, 31 1/2
 BS0547'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE FRONT PORCH
 BS0547'OF PARSONAGE, 10 3/4 FEET SOUTH-SOUTHEAST OF NORTHEAST CORNER
 BS0547'OF NORTH END OF CONCRETE SIDE WALK LEADING TO PARSONAGE, 5 FEET
 BS0547'EAST OF EAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE TRACK AND
 BS0547'SIDEWALK, A DISK ON TOP OF A COPPER COATED STEEL ROD 2 INCHES
 BS0547'BELOW THE SURFACE OF THE GROUND AND PROTECTED BY A 4-INCH TILE
 BS0547'1-INCH BELOW THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 30
 BS0547'FEET.
 BS0547
 BS0547                          STATION RECOVERY (1974)
 BS0547
 BS0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1745 ***********************************************************************
 BD1745  DESIGNATION -  A 154 GA
 BD1745  PID         -  BD1745
 BD1745  STATE/COUNTY-  GA/CLINCH
 BD1745  USGS QUAD   -  FARGO (1987)
 BD1745
 BD1745                         *CURRENT SURVEY CONTROL
 BD1745  ___________________________________________________________________
 BD1745* NAD 83(1986)-  30 39 22.     (N)    082 33 47.     (W)     SCALED    
 BD1745* NAVD 88     -        35.001  (meters)     114.83   (feet)  ADJUSTED  
 BD1745  ___________________________________________________________________
 BD1745  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BD1745  DYNAMIC HT  -          34.956 (meters)     114.68  (feet)  COMP
 BD1745  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BD1745
 BD1745  VERT ORDER  -  FIRST     CLASS II
 BD1745
 BD1745.The horizontal coordinates were scaled from a topographic map and have
 BD1745.an estimated accuracy of +/- 6 seconds.
 BD1745
 BD1745.The orthometric height was determined by differential leveling
 BD1745.and adjusted by the National Geodetic Survey in June 1991..
 BD1745
 BD1745.The geoid height was determined by GEOID03.
 BD1745
 BD1745.The dynamic height is computed by dividing the NAVD 88
 BD1745.geopotential number by the normal gravity value computed on the
 BD1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1745.degrees latitude (g = 980.6199 gals.).
 BD1745
 BD1745.The modeled gravity was interpolated from observed gravity values.
 BD1745
 BD1745;                    North         East    Units  Estimated Accuracy
 BD1745;SPC GA E     -    72,800.      162,010.      MT  (+/- 180 meters Scaled)
 BD1745
 BD1745                          SUPERSEDED SURVEY CONTROL
 BD1745
 BD1745  NGVD 29 (??/??/92)   35.278  (m)          115.74   (f) ADJ UNCH    1 2
 BD1745
 BD1745.Superseded values are not recommended for survey control.
 BD1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1745.See file dsdata.txt to determine how the superseded data were derived.
 BD1745
 BD1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP502925(NAD 83)
 BD1745_MARKER: DB = BENCH MARK DISK
 BD1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD1745_SP_SET: BRIDGE ABUTMENT
 BD1745_STAMPING: A 154 1957
 BD1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD1745
 BD1745  HISTORY     - Date     Condition        Report By
 BD1745  HISTORY     - 1957     MONUMENTED       CGS
 BD1745
 BD1745                          STATION DESCRIPTION
 BD1745
 BD1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1745'2.2 MI SW FROM FARGO.
 BD1745'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 441 FROM THE
 BD1745'SOUTHERN RAILWAY STATION AT FARGO, ON TOP AND AT THE SOUTHEAST
 BD1745'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 BD1745'OVER CYPRESS CREEK, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BD1745'HIGHWAY, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST BRIDGE RAILING
 BD1745'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1702 ***********************************************************************
 BD1702  DESIGNATION -  A 155 GA
 BD1702  PID         -  BD1702
 BD1702  STATE/COUNTY-  GA/ECHOLS
 BD1702  USGS QUAD   -  HAYLOW (1971)
 BD1702
 BD1702                         *CURRENT SURVEY CONTROL
 BD1702  ___________________________________________________________________
 BD1702* NAD 83(1986)-  30 48 34.     (N)    082 54 34.     (W)     SCALED    
 BD1702* NAVD 88     -        49.263  (meters)     161.62   (feet)  ADJUSTED  
 BD1702  ___________________________________________________________________
 BD1702  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BD1702  DYNAMIC HT  -          49.200 (meters)     161.42  (feet)  COMP
 BD1702  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 BD1702
 BD1702  VERT ORDER  -  FIRST     CLASS II
 BD1702
 BD1702.The horizontal coordinates were scaled from a topographic map and have
 BD1702.an estimated accuracy of +/- 6 seconds.
 BD1702
 BD1702.The orthometric height was determined by differential leveling
 BD1702.and adjusted by the National Geodetic Survey in June 1991..
 BD1702
 BD1702.The geoid height was determined by GEOID03.
 BD1702
 BD1702.The dynamic height is computed by dividing the NAVD 88
 BD1702.geopotential number by the normal gravity value computed on the
 BD1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1702.degrees latitude (g = 980.6199 gals.).
 BD1702
 BD1702.The modeled gravity was interpolated from observed gravity values.
 BD1702
 BD1702;                    North         East    Units  Estimated Accuracy
 BD1702;SPC GA E     -    89,960.      128,930.      MT  (+/- 180 meters Scaled)
 BD1702
 BD1702                          SUPERSEDED SURVEY CONTROL
 BD1702
 BD1702  NGVD 29 (??/??/92)   49.490  (m)          162.37   (f) ADJ UNCH    1 2
 BD1702
 BD1702.Superseded values are not recommended for survey control.
 BD1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1702.See file dsdata.txt to determine how the superseded data were derived.
 BD1702
 BD1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ173100(NAD 83)
 BD1702_MARKER: DB = BENCH MARK DISK
 BD1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1702_STAMPING: A 155 1957
 BD1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1702+STABILITY: SURFACE MOTION
 BD1702
 BD1702  HISTORY     - Date     Condition        Report By
 BD1702  HISTORY     - 1957     MONUMENTED       CGS
 BD1702
 BD1702                          STATION DESCRIPTION
 BD1702
 BD1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1702'1.1 MI S FROM HAYLOW.
 BD1702'ABOUT 1.1 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1702'FROM THE CROSSING OF THE SOUTHERN RAILWAY AT HAYLOW, 71 1/2
 BD1702'FEET EAST OF THE EAST RAIL, 56 FEET EAST-SOUTHEAST OF THE 3RD
 BD1702'TELEPHONE POLE SOUTH OF STATION 1 MILE RR CROSSING 1 MILE
 BD1702'SIGNPOST, 10 FEET SOUTH OF A VERTICAL RAIL WHICH PROJECTS 2
 BD1702'FEET ABOVE THE GROUND, 1/2 FOOT WEST OF A RIGHT-OF-WAY FENCE,
 BD1702'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 BD1702'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1702'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1105 ***********************************************************************
 BS1105  DESIGNATION -  A 156
 BS1105  PID         -  BS1105
 BS1105  STATE/COUNTY-  GA/DOUGHERTY
 BS1105  USGS QUAD   -  ACREE (1988)
 BS1105
 BS1105                         *CURRENT SURVEY CONTROL
 BS1105  ___________________________________________________________________
 BS1105* NAD 83(1986)-  31 33 15.     (N)    083 59 15.     (W)     SCALED    
 BS1105* NAVD 88     -        73.773  (meters)     242.04   (feet)  ADJUSTED  
 BS1105  ___________________________________________________________________
 BS1105  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1105  DYNAMIC HT  -          73.683 (meters)     241.74  (feet)  COMP
 BS1105  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 BS1105
 BS1105  VERT ORDER  -  FIRST     CLASS I
 BS1105
 BS1105.The horizontal coordinates were scaled from a topographic map and have
 BS1105.an estimated accuracy of +/- 6 seconds.
 BS1105
 BS1105.The orthometric height was determined by differential leveling
 BS1105.and adjusted by the National Geodetic Survey in June 1991..
 BS1105.WARNING-Repeat measurements at this control monument indicate possible
 BS1105.vertical movement.
 BS1105
 BS1105.The geoid height was determined by GEOID03.
 BS1105
 BS1105.The dynamic height is computed by dividing the NAVD 88
 BS1105.geopotential number by the normal gravity value computed on the
 BS1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1105.degrees latitude (g = 980.6199 gals.).
 BS1105
 BS1105.The modeled gravity was interpolated from observed gravity values.
 BS1105
 BS1105;                    North         East    Units  Estimated Accuracy
 BS1105;SPC GA W     -   172,300.      717,010.      MT  (+/- 180 meters Scaled)
 BS1105
 BS1105                          SUPERSEDED SURVEY CONTROL
 BS1105
 BS1105  NGVD 29 (??/??/92)   73.934  (m)          242.57   (f) ADJ UNCH    1 1
 BS1105
 BS1105.Superseded values are not recommended for survey control.
 BS1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1105.See file dsdata.txt to determine how the superseded data were derived.
 BS1105
 BS1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ163948(NAD 83)
 BS1105_MARKER: DB = BENCH MARK DISK
 BS1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1105_SP_SET: ABUTMENT
 BS1105_STAMPING: A 156 1957
 BS1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1105
 BS1105  HISTORY     - Date     Condition        Report By
 BS1105  HISTORY     - 1957     MONUMENTED       CGS
 BS1105  HISTORY     - 1974     GOOD             NGS
 BS1105
 BS1105                          STATION DESCRIPTION
 BS1105
 BS1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1105'0.5 MI E FROM ACREE.
 BS1105'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION OF
 BS1105'A NORTH-SOUTH GRAVEL ROAD AT ACREE, 0.35 MILE EAST ALONG THE
 BS1105'ATLANTIC COAST LINE RAILROAD FROM THE STATION SIGN AT ACREE, ON
 BS1105'TOP AND AT THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF AN
 BS1105'80-FOOT U.S. HIGHWAY 82 BRIDGE OVER A DRY RUN, 0.2 MILE NORTHWEST
 BS1105'OF MILEPOST NO. P 689, 16 FEET SOUTH OF THE CENTER LINE OF THE
 BS1105'HIGHWAY, 0.4 MILE WEST OF THE WORTH-DOUGHERTY COUNTY LINE, 0.8
 BS1105'FOOT SOUTHWEST OF THE CONCRETE BANNISTER OF THE BRIDGE AND ABOUT
 BS1105'LEVEL WITH THE BRIDGE FLOOR.
 BS1105
 BS1105                          STATION RECOVERY (1974)
 BS1105
 BS1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0725 ***********************************************************************
 BS0725  DESIGNATION -  A 157
 BS0725  PID         -  BS0725
 BS0725  STATE/COUNTY-  GA/TIFT
 BS0725  USGS QUAD   -  TIFTON WEST (1988)
 BS0725
 BS0725                         *CURRENT SURVEY CONTROL
 BS0725  ___________________________________________________________________
 BS0725* NAD 83(1986)-  31 27 33.     (N)    083 30 19.     (W)     SCALED    
 BS0725* NAVD 88     -       104.508  (meters)     342.87   (feet)  ADJUSTED  
 BS0725  ___________________________________________________________________
 BS0725  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BS0725  DYNAMIC HT  -         104.386 (meters)     342.47  (feet)  COMP
 BS0725  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 BS0725
 BS0725  VERT ORDER  -  FIRST     CLASS I
 BS0725
 BS0725.The horizontal coordinates were scaled from a topographic map and have
 BS0725.an estimated accuracy of +/- 6 seconds.
 BS0725
 BS0725.The orthometric height was determined by differential leveling
 BS0725.and adjusted by the National Geodetic Survey in June 1991..
 BS0725
 BS0725.The geoid height was determined by GEOID03.
 BS0725
 BS0725.The dynamic height is computed by dividing the NAVD 88
 BS0725.geopotential number by the normal gravity value computed on the
 BS0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0725.degrees latitude (g = 980.6199 gals.).
 BS0725
 BS0725.The modeled gravity was interpolated from observed gravity values.
 BS0725
 BS0725;                    North         East    Units  Estimated Accuracy
 BS0725;SPC GA W     -   161,940.      762,860.      MT  (+/- 180 meters Scaled)
 BS0725
 BS0725                          SUPERSEDED SURVEY CONTROL
 BS0725
 BS0725  NGVD 29 (??/??/92)  104.702  (m)          343.51   (f) ADJ UNCH    1 1
 BS0725
 BS0725.Superseded values are not recommended for survey control.
 BS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0725.See file dsdata.txt to determine how the superseded data were derived.
 BS0725
 BS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ619832(NAD 83)
 BS0725_MARKER: DB = BENCH MARK DISK
 BS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0725_STAMPING: A 157 1957
 BS0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0725+STABILITY: SURFACE MOTION
 BS0725
 BS0725  HISTORY     - Date     Condition        Report By
 BS0725  HISTORY     - 1957     MONUMENTED       CGS
 BS0725  HISTORY     - 1975     GOOD             USE
 BS0725  HISTORY     - 1979     GOOD             NGS
 BS0725
 BS0725                          STATION DESCRIPTION
 BS0725
 BS0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0725'AT TIFTON.
 BS0725'AT TIFTON, NEAR THE SOUTHWEST CORNER OF FULWOOD PARK, AT THE
 BS0725'INTERSECTION OF TIFT AVENUE AND EAST EIGHTH STREET, 24 FEET EAST
 BS0725'OF THE EAST CURB LINE OF TIFT AVENUE, 16 1/2 FEET NORTH OF THE
 BS0725'NORTH CURB LINE OF EAST EIGHTH STREET, 1 1/2 FEET NORTH OF THE
 BS0725'EAST WING OF THE STONE MASONARY MONUMENT TO JOHN LEWIS HERRING,
 BS0725'1 FOOT BELOW THE LEVEL OF THE STREET AND SET IN THE TOP OF A
 BS0725'CONCRETE POST PROJECTING 1-INCH ABOVE THE GROUND.
 BS0725
 BS0725                          STATION RECOVERY (1975)
 BS0725
 BS0725'RECOVERY NOTE BY US ENGINEERS 1975
 BS0725'RECOVERED IN GOOD CONDITION.
 BS0725
 BS0725                          STATION RECOVERY (1979)
 BS0725
 BS0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0511 ***********************************************************************
 BT0511  DESIGNATION -  A 158
 BT0511  PID         -  BT0511
 BT0511  STATE/COUNTY-  GA/WEBSTER
 BT0511  USGS QUAD   -  PARROTT (1972)
 BT0511
 BT0511                         *CURRENT SURVEY CONTROL
 BT0511  ___________________________________________________________________
 BT0511* NAD 83(1986)-  31 58 35.     (N)    084 36 54.     (W)     SCALED    
 BT0511* NAVD 88     -       155.112  (meters)     508.90   (feet)  ADJUSTED  
 BT0511  ___________________________________________________________________
 BT0511  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BT0511  DYNAMIC HT  -         154.929 (meters)     508.30  (feet)  COMP
 BT0511  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 BT0511
 BT0511  VERT ORDER  -  FIRST     CLASS I
 BT0511
 BT0511.The horizontal coordinates were scaled from a topographic map and have
 BT0511.an estimated accuracy of +/- 6 seconds.
 BT0511
 BT0511.The orthometric height was determined by differential leveling
 BT0511.and adjusted by the National Geodetic Survey in June 1991..
 BT0511
 BT0511.The geoid height was determined by GEOID03.
 BT0511
 BT0511.The dynamic height is computed by dividing the NAVD 88
 BT0511.geopotential number by the normal gravity value computed on the
 BT0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0511.degrees latitude (g = 980.6199 gals.).
 BT0511
 BT0511.The modeled gravity was interpolated from observed gravity values.
 BT0511
 BT0511;                    North         East    Units  Estimated Accuracy
 BT0511;SPC GA W     -   219,190.      657,630.      MT  (+/- 180 meters Scaled)
 BT0511
 BT0511                          SUPERSEDED SURVEY CONTROL
 BT0511
 BT0511  NGVD 29 (??/??/92)  155.166  (m)          509.07   (f) ADJ UNCH    1 1
 BT0511
 BT0511.Superseded values are not recommended for survey control.
 BT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0511.See file dsdata.txt to determine how the superseded data were derived.
 BT0511
 BT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA253403(NAD 83)
 BT0511_MARKER: DB = BENCH MARK DISK
 BT0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0511_STAMPING: A 158 1957
 BT0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0511+STABILITY: SURFACE MOTION
 BT0511
 BT0511  HISTORY     - Date     Condition        Report By
 BT0511  HISTORY     - 1957     MONUMENTED       CGS
 BT0511  HISTORY     - 1974     GOOD             NGS
 BT0511
 BT0511                          STATION DESCRIPTION
 BT0511
 BT0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BT0511'AT WESTON.
 BT0511'AT WESTON, ALONG THE SEABOARD AIR LINE RAILROAD, NEAR THE CROSSING
 BT0511'OF STATE HIGHWAY 41, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF MAIN
 BT0511'TRACK, 0.25 MILE SOUTHEAST OF MILEPOST NO. 48, 56 FEET NORTHWEST OF
 BT0511'THE CENTER LINE OF STATE HIGHWAY 41, 75 FEET NORTHEAST OF THE
 BT0511'CENTER LINE OF STATE HIGHWAY 55, 2 1/2 FEET WEST-NORTHWEST OF A
 BT0511'TELEPHONE POLE, 1 FOOT BELOW THE TOP OF RAIL AND SET IN THE TOP OF
 BT0511'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BT0511
 BT0511                          STATION RECOVERY (1974)
 BT0511
 BT0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0196 ***********************************************************************
 BT0196  DESIGNATION -  A 159
 BT0196  PID         -  BT0196
 BT0196  STATE/COUNTY-  GA/TERRELL
 BT0196  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT0196
 BT0196                         *CURRENT SURVEY CONTROL
 BT0196  ___________________________________________________________________
 BT0196* NAD 83(1986)-  31 44 54.     (N)    084 25 12.     (W)     SCALED    
 BT0196* NAVD 88     -        96.728  (meters)     317.35   (feet)  ADJUSTED  
 BT0196  ___________________________________________________________________
 BT0196  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT0196  DYNAMIC HT  -          96.613 (meters)     316.97  (feet)  COMP
 BT0196  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BT0196
 BT0196  VERT ORDER  -  FIRST     CLASS I
 BT0196
 BT0196.This mark is at Dawson Municipal Airport (16J)
 BT0196
 BT0196.The horizontal coordinates were scaled from a topographic map and have
 BT0196.an estimated accuracy of +/- 6 seconds.
 BT0196
 BT0196.The orthometric height was determined by differential leveling
 BT0196.and adjusted by the National Geodetic Survey in June 1991..
 BT0196.WARNING-Repeat measurements at this control monument indicate possible
 BT0196.vertical movement.
 BT0196
 BT0196.The geoid height was determined by GEOID03.
 BT0196
 BT0196.The dynamic height is computed by dividing the NAVD 88
 BT0196.geopotential number by the normal gravity value computed on the
 BT0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0196.degrees latitude (g = 980.6199 gals.).
 BT0196
 BT0196.The modeled gravity was interpolated from observed gravity values.
 BT0196
 BT0196;                    North         East    Units  Estimated Accuracy
 BT0196;SPC GA W     -   193,840.      676,000.      MT  (+/- 180 meters Scaled)
 BT0196
 BT0196                          SUPERSEDED SURVEY CONTROL
 BT0196
 BT0196  NGVD 29 (??/??/92)   96.831  (m)          317.69   (f) ADJ UNCH    1 1
 BT0196
 BT0196.Superseded values are not recommended for survey control.
 BT0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0196.See file dsdata.txt to determine how the superseded data were derived.
 BT0196
 BT0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA443154(NAD 83)
 BT0196_MARKER: DB = BENCH MARK DISK
 BT0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0196_STAMPING: A 159 1957
 BT0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0196+STABILITY: SURFACE MOTION
 BT0196
 BT0196  HISTORY     - Date     Condition        Report By
 BT0196  HISTORY     - 1957     MONUMENTED       CGS
 BT0196  HISTORY     - 1974     GOOD             NGS
 BT0196
 BT0196                          STATION DESCRIPTION
 BT0196
 BT0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0196'2.9 MI SE FROM DAWSON.
 BT0196'0.1 MILE WEST ALONG EAST LEE STREET FROM THE POST OFFICE AT
 BT0196'DAWSON, THENCE 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 82, AT
 BT0196'THE TERRELL COUNTY AIRPORT, 176 FEET SOUTHWEST OF U.S. HIGHWAY 82,
 BT0196'199 FEET EAST OF CENTER LINE OF NORTH-SOUTH RUNWAY, 40 FEET
 BT0196'NORTH OF CENTER LINE OF AIRPORT DRIVE, 2 1/2 FEET SOUTHEAST OF THE
 BT0196'SOUTHEAST CORNER OF A SMALL HANGER, ABOUT LEVEL WITH AIRPORT
 BT0196'DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1534 ***********************************************************************
 BD1534  DESIGNATION -  A 161
 BD1534  PID         -  BD1534
 BD1534  STATE/COUNTY-  GA/LOWNDES
 BD1534  USGS QUAD   -  VALDOSTA (1988)
 BD1534
 BD1534                         *CURRENT SURVEY CONTROL
 BD1534  ___________________________________________________________________
 BD1534* NAD 83(1986)-  30 49 26.     (N)    083 18 21.     (W)     SCALED    
 BD1534* NAVD 88     -        60.838  (meters)     199.60   (feet)  ADJUSTED  
 BD1534  ___________________________________________________________________
 BD1534  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD1534  DYNAMIC HT  -          60.760 (meters)     199.34  (feet)  COMP
 BD1534  MODELED GRAV-     979,367.2   (mgal)                       NAVD 88
 BD1534
 BD1534  VERT ORDER  -  FIRST     CLASS I
 BD1534
 BD1534.The horizontal coordinates were scaled from a topographic map and have
 BD1534.an estimated accuracy of +/- 6 seconds.
 BD1534
 BD1534.The orthometric height was determined by differential leveling
 BD1534.and adjusted by the National Geodetic Survey in April 1998..
 BD1534
 BD1534.The geoid height was determined by GEOID03.
 BD1534
 BD1534.The dynamic height is computed by dividing the NAVD 88
 BD1534.geopotential number by the normal gravity value computed on the
 BD1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1534.degrees latitude (g = 980.6199 gals.).
 BD1534
 BD1534.The modeled gravity was interpolated from observed gravity values.
 BD1534
 BD1534;                    North         East    Units  Estimated Accuracy
 BD1534;SPC GA W     -    91,640.      782,360.      MT  (+/- 180 meters Scaled)
 BD1534
 BD1534                          SUPERSEDED SURVEY CONTROL
 BD1534
 BD1534  NAVD 88 (06/15/91)   60.840  (m)          199.61   (f) UNKNOWN     1 1
 BD1534  NGVD 29 (??/??/92)   61.039  (m)          200.26   (f) ADJ UNCH    1 1
 BD1534
 BD1534.Superseded values are not recommended for survey control.
 BD1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1534.See file dsdata.txt to determine how the superseded data were derived.
 BD1534
 BD1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ794123(NAD 83)
 BD1534_MARKER: DB = BENCH MARK DISK
 BD1534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD1534_SP_SET: BUILDING
 BD1534_STAMPING: A 161 1957
 BD1534_MARK LOGO: CGS   
 BD1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD1534
 BD1534  HISTORY     - Date     Condition        Report By
 BD1534  HISTORY     - 1957     MONUMENTED       CGS
 BD1534  HISTORY     - 1975     GOOD             NGS
 BD1534  HISTORY     - 1975     GOOD             NGS
 BD1534  HISTORY     - 19920918 GOOD             NGS
 BD1534
 BD1534                          STATION DESCRIPTION
 BD1534
 BD1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1534'1.7 MI NW FROM VALDOSTA.
 BD1534'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 84 AND STATE HIGHWAY 94
 BD1534'FROM THE COURT HOUSE AT VALDOSTA, THENCE 0.1 MILE NORTH ALONG
 BD1534'STATE HIGHWAY 94 (ST. AUGUSTINE ROAD) SET VERTICALLY IN THE
 BD1534'EAST BRICK FACE OF THE WEST END PRESBYTERIAN CHURCH, 125 FEET
 BD1534'SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 94, 105 FEET SOUTHEAST
 BD1534'OF THE CENTER LINE OF MAUDE STREET, 15 1/2 FEET SOUTH OF THE
 BD1534'CENTER OF THE MAIN ENTRANCE TO BUILDING, 2 FEET NORTH OF THE
 BD1534'SOUTHEAST CORNER AND 23/4 FEET ABOVE THE GROUND.
 BD1534
 BD1534                          STATION RECOVERY (1975)
 BD1534
 BD1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BD1534'RECOVERED IN GOOD CONDITION.
 BD1534
 BD1534                          STATION RECOVERY (1992)
 BD1534
 BD1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 BD1534'1.6 MILES (2.6 KM) SOUTHWEST ALONG U.S.  HIGHWAY 84 AND STATE HIGHWAY
 BD1534'94 FROM THE COURT HOUSE AT VALDOSTA, THENCE 0.1 MILE (0.2 KM) NW ALONG
 BD1534'STATE HIGHWAY 94 (ST.  AUGUSTINE ROAD) TO MARK ON THE LEFT, SET
 BD1534'VERTICALLY IN THE NE BRICK FACE OF THE WEST END PRESBYTERIAN CHURCH
 BD1534'(GREY OR GREEN IN COLOR) , BEHIND BUSHES ON LEFT SIDE OF FRONT STEPS,
 BD1534'125 FEET (38.1 M) SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 94, 105
 BD1534'FEET (32.0 M) SOUTHEAST OF THE CENTER LINE OF MAUDE STREET, 15 1/2
 BD1534'FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO BUILDING, 2 FEET (0.6
 BD1534'M) NW OF THE EAST, FRONT LEFT, CORNER AND 3 FEET (0.9 M) ABOVE THE
 BD1534'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1739 ***********************************************************************
 BD1739  DESIGNATION -  A 162
 BD1739  PID         -  BD1739
 BD1739  STATE/COUNTY-  GA/BROOKS
 BD1739  USGS QUAD   -  PEBBLE HILL (1987)
 BD1739
 BD1739                         *CURRENT SURVEY CONTROL
 BD1739  ___________________________________________________________________
 BD1739* NAD 83(1986)-  30 58 01.     (N)    083 31 12.     (W)     SCALED    
 BD1739* NAVD 88     -        70.664  (meters)     231.84   (feet)  ADJUSTED  
 BD1739  ___________________________________________________________________
 BD1739  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BD1739  DYNAMIC HT  -          70.575 (meters)     231.54  (feet)  COMP
 BD1739  MODELED GRAV-     979,385.2   (mgal)                       NAVD 88
 BD1739
 BD1739  VERT ORDER  -  FIRST     CLASS I
 BD1739
 BD1739.The horizontal coordinates were scaled from a topographic map and have
 BD1739.an estimated accuracy of +/- 6 seconds.
 BD1739
 BD1739.The orthometric height was determined by differential leveling
 BD1739.and adjusted by the National Geodetic Survey in June 1991..
 BD1739
 BD1739.The geoid height was determined by GEOID03.
 BD1739
 BD1739.The dynamic height is computed by dividing the NAVD 88
 BD1739.geopotential number by the normal gravity value computed on the
 BD1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1739.degrees latitude (g = 980.6199 gals.).
 BD1739
 BD1739.The modeled gravity was interpolated from observed gravity values.
 BD1739
 BD1739;                    North         East    Units  Estimated Accuracy
 BD1739;SPC GA W     -   107,370.      761,780.      MT  (+/- 180 meters Scaled)
 BD1739
 BD1739                          SUPERSEDED SURVEY CONTROL
 BD1739
 BD1739  NGVD 29 (??/??/92)   70.854  (m)          232.46   (f) ADJ UNCH    1 1
 BD1739
 BD1739.Superseded values are not recommended for survey control.
 BD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1739.See file dsdata.txt to determine how the superseded data were derived.
 BD1739
 BD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ593286(NAD 83)
 BD1739_MARKER: DB = BENCH MARK DISK
 BD1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1739_STAMPING: A 162 1957
 BD1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1739+STABILITY: SURFACE MOTION
 BD1739
 BD1739  HISTORY     - Date     Condition        Report By
 BD1739  HISTORY     - 1957     MONUMENTED       CGS
 BD1739  HISTORY     - 1975     GOOD             NGS
 BD1739
 BD1739                          STATION DESCRIPTION
 BD1739
 BD1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1739'2 MI NW FROM MORVEN.
 BD1739'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 BD1739'OF STATE HIGHWAY 76 AT MORVEN, 56 FEET SOUTHWEST OF THE CENTER
 BD1739'LINE OF THE HIGHWAY, 55 FEET NORTHWEST OF THE CENTER LINE OF
 BD1739'THE DRIVEWAY LEADING TO A HOUSE, 63 FEET EAST OF THE SOUTHEAST
 BD1739'CORNER OF AN UNPAINTED SHINGLE COVERED HOUSE, 5 FEET NORTHWEST
 BD1739'OF A POWER LINE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST
 BD1739'WITH SIGN, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN TOP
 BD1739'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1760 ***********************************************************************
 BD1760  DESIGNATION -  A 163
 BD1760  PID         -  BD1760
 BD1760  STATE/COUNTY-  GA/BROOKS
 BD1760  USGS QUAD   -  QUITMAN (1987)
 BD1760
 BD1760                         *CURRENT SURVEY CONTROL
 BD1760  ___________________________________________________________________
 BD1760* NAD 83(1986)-  30 45 20.     (N)    083 33 28.     (W)     SCALED    
 BD1760* NAVD 88     -        45.306  (meters)     148.64   (feet)  ADJUSTED  
 BD1760  ___________________________________________________________________
 BD1760  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD1760  DYNAMIC HT  -          45.247 (meters)     148.45  (feet)  COMP
 BD1760  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BD1760
 BD1760  VERT ORDER  -  FIRST     CLASS II
 BD1760
 BD1760.The horizontal coordinates were scaled from a topographic map and have
 BD1760.an estimated accuracy of +/- 6 seconds.
 BD1760
 BD1760.The orthometric height was determined by differential leveling
 BD1760.and adjusted by the National Geodetic Survey in June 1991..
 BD1760
 BD1760.The geoid height was determined by GEOID03.
 BD1760
 BD1760.The dynamic height is computed by dividing the NAVD 88
 BD1760.geopotential number by the normal gravity value computed on the
 BD1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1760.degrees latitude (g = 980.6199 gals.).
 BD1760
 BD1760.The modeled gravity was interpolated from observed gravity values.
 BD1760
 BD1760;                    North         East    Units  Estimated Accuracy
 BD1760;SPC GA W     -    83,910.      758,290.      MT  (+/- 180 meters Scaled)
 BD1760
 BD1760                          SUPERSEDED SURVEY CONTROL
 BD1760
 BD1760  NGVD 29 (??/??/92)   45.517  (m)          149.33   (f) ADJ UNCH    1 2
 BD1760
 BD1760.Superseded values are not recommended for survey control.
 BD1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1760.See file dsdata.txt to determine how the superseded data were derived.
 BD1760
 BD1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ551053(NAD 83)
 BD1760_MARKER: DB = BENCH MARK DISK
 BD1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1760_STAMPING: A 163 1957
 BD1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1760+STABILITY: SURFACE MOTION
 BD1760
 BD1760  HISTORY     - Date     Condition        Report By
 BD1760  HISTORY     - 1957     MONUMENTED       CGS
 BD1760
 BD1760                          STATION DESCRIPTION
 BD1760
 BD1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1760'2.3 MI S FROM QUITMAN.
 BD1760'ABOUT 2.3 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 BD1760'STATION AT QUITMAN, ABOUT 203 YARDS SOUTH OF MILE POST 30, ABOUT
 BD1760'360 YARDS NORTH OF EAST-WEST ROAD CROSSING AND COUNTY FARM, AT THE
 BD1760'NORTH END OF A LOW CUT, 52 FEET EAST OF EAST RAIL, 1 FOOT WEST
 BD1760'OF A FENCE LINE, 197 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM
 BD1760'A WHISTLE POST, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT
 BD1760'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BD1760'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1066 ***********************************************************************
 BS1066  DESIGNATION -  A 164
 BS1066  PID         -  BS1066
 BS1066  STATE/COUNTY-  GA/COLQUITT
 BS1066  USGS QUAD   -  DOERUN (1974)
 BS1066
 BS1066                         *CURRENT SURVEY CONTROL
 BS1066  ___________________________________________________________________
 BS1066* NAD 83(1986)-  31 17 18.     (N)    083 53 23.     (W)     SCALED    
 BS1066* NAVD 88     -       113.414  (meters)     372.09   (feet)  ADJUSTED  
 BS1066  ___________________________________________________________________
 BS1066  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BS1066  DYNAMIC HT  -         113.273 (meters)     371.63  (feet)  COMP
 BS1066  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 BS1066
 BS1066  VERT ORDER  -  FIRST     CLASS I
 BS1066
 BS1066.The horizontal coordinates were scaled from a topographic map and have
 BS1066.an estimated accuracy of +/- 6 seconds.
 BS1066
 BS1066.The orthometric height was determined by differential leveling
 BS1066.and adjusted by the National Geodetic Survey in June 1991..
 BS1066
 BS1066.The geoid height was determined by GEOID03.
 BS1066
 BS1066.The dynamic height is computed by dividing the NAVD 88
 BS1066.geopotential number by the normal gravity value computed on the
 BS1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1066.degrees latitude (g = 980.6199 gals.).
 BS1066
 BS1066.The modeled gravity was interpolated from observed gravity values.
 BS1066
 BS1066;                    North         East    Units  Estimated Accuracy
 BS1066;SPC GA W     -   142,850.      726,370.      MT  (+/- 180 meters Scaled)
 BS1066
 BS1066                          SUPERSEDED SURVEY CONTROL
 BS1066
 BS1066  NGVD 29 (??/??/92)  113.571  (m)          372.61   (f) ADJ UNCH    1 1
 BS1066
 BS1066.Superseded values are not recommended for survey control.
 BS1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1066.See file dsdata.txt to determine how the superseded data were derived.
 BS1066
 BS1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ249651(NAD 83)
 BS1066_MARKER: DB = BENCH MARK DISK
 BS1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1066_STAMPING: A 164 1957
 BS1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1066+STABILITY: SURFACE MOTION
 BS1066
 BS1066  HISTORY     - Date     Condition        Report By
 BS1066  HISTORY     - 1957     MONUMENTED       CGS
 BS1066  HISTORY     - 1975     GOOD             NGS
 BS1066  HISTORY     - 1976     GOOD             LOCENG
 BS1066
 BS1066                          STATION DESCRIPTION
 BS1066
 BS1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1066'2.6 MI SE FROM DOERUN.
 BS1066'ABOUT 2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE
 BS1066'CROSSING OF THE GEORGIA NORTHERN RAILROAD AT DOERUN, 49 FEET
 BS1066'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF
 BS1066'A WIRE FENCE, 164 FEET SOUTHEAST OF THE SOUTHWEST END OF AN
 BS1066'18-INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 114 1/2 FEET
 BS1066'SOUTHEAST OF A POWER POLE, 0.15 MILE NORTHWEST OF THE JUNCTION
 BS1066'OF A GRADED ROAD LEADING SOUTHWEST ACROSS THE RAILROAD, 2 FEET
 BS1066'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 BS1066'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BS1066'PROJECTING 2 INCHES.
 BS1066
 BS1066                          STATION RECOVERY (1975)
 BS1066
 BS1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS1066'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE CROSSING OF THE
 BS1066'SOUTHERN RAILROAD AT DOERUN, 49 FEET SOUTHWEST OF CENTER LINE OF THE
 BS1066'HIGHWAY, 164 FEET SOUTHEAST OF THE SOUTHWEST END OF A 18-INCH CONCRETE
 BS1066'PIPE CULVERT UNDER THE HIGHWAY, 117 FEET SOUTHEAST OF A POWER LINE
 BS1066'POLE, 1 FOOT NORTHEAST OF A WIRE FENCE, 0.15 MILE NORTHWEST OF THE
 BS1066'JUNCTION OF A GRADED ROAD LEADING SOUTHWEST ACROSS THE RAILROAD, 1
 BS1066'FOOT NORTHWEST OF METAL WITNESS POST WITH SIGN, ABOUT 3 FEET BELOW THE
 BS1066'LEVEL OF THE HIGHWAY AND SET IN TOP OF A CONCRETE POST FLUSH.
 BS1066
 BS1066                          STATION RECOVERY (1976)
 BS1066
 BS1066'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BS1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1677 ***********************************************************************
 BE1677  DESIGNATION -  A 165
 BE1677  PID         -  BE1677
 BE1677  STATE/COUNTY-  GA/DECATUR
 BE1677  USGS QUAD   -  FOWLSTOWN (1974)
 BE1677
 BE1677                         *CURRENT SURVEY CONTROL
 BE1677  ___________________________________________________________________
 BE1677* NAD 83(1986)-  30 47 07.     (N)    084 31 01.     (W)     SCALED    
 BE1677* NAVD 88     -        70.889  (meters)     232.57   (feet)  ADJUSTED  
 BE1677  ___________________________________________________________________
 BE1677  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1677  DYNAMIC HT  -          70.798 (meters)     232.28  (feet)  COMP
 BE1677  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BE1677
 BE1677  VERT ORDER  -  FIRST     CLASS I
 BE1677
 BE1677.The horizontal coordinates were scaled from a topographic map and have
 BE1677.an estimated accuracy of +/- 6 seconds.
 BE1677
 BE1677.The orthometric height was determined by differential leveling
 BE1677.and adjusted by the National Geodetic Survey in June 1991..
 BE1677
 BE1677.The geoid height was determined by GEOID03.
 BE1677
 BE1677.The dynamic height is computed by dividing the NAVD 88
 BE1677.geopotential number by the normal gravity value computed on the
 BE1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1677.degrees latitude (g = 980.6199 gals.).
 BE1677
 BE1677.The modeled gravity was interpolated from observed gravity values.
 BE1677
 BE1677;                    North         East    Units  Estimated Accuracy
 BE1677;SPC GA W     -    87,100.      666,480.      MT  (+/- 180 meters Scaled)
 BE1677
 BE1677                          SUPERSEDED SURVEY CONTROL
 BE1677
 BE1677  NGVD 29 (??/??/92)   71.007  (m)          232.96   (f) ADJ UNCH    1 1
 BE1677
 BE1677.Superseded values are not recommended for survey control.
 BE1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1677.See file dsdata.txt to determine how the superseded data were derived.
 BE1677
 BE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV376084(NAD 83)
 BE1677_MARKER: DB = BENCH MARK DISK
 BE1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1677_STAMPING: A 165 1958
 BE1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1677+STABILITY: SURFACE MOTION
 BE1677
 BE1677  HISTORY     - Date     Condition        Report By
 BE1677  HISTORY     - 1958     MONUMENTED       CGS
 BE1677
 BE1677                          STATION DESCRIPTION
 BE1677
 BE1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BE1677'3.2 MI NW FROM ATTAPULGUS.
 BE1677'ABOUT 3.15 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE1677'FROM THE STATION AT ATTAPULGUS, 196 YARDS SOUTHEAST OF MILE
 BE1677'POST 81, 63 FEET EAST-NORTHEAST OF EAST-NORTHEAST RAIL, AT
 BE1677'THE INSIDE OF A CURVE, 104 1/2 FEET EAST-NORTHEAST OF AND
 BE1677'ACROSS THE TRACK FROM TELEPHONE POLE 1212 1/2, 6 FEET
 BE1677'WEST-NORTHWEST OF A 20-INCH RED OAK TREE, 156 FEET SOUTHEAST OF
 BE1677'EAST-NORTHEAST END OF A CONCRETE PIPE CULVERT UNDER THE TRACKS,
 BE1677'2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, SET ON TOP OF
 BE1677'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0056 ***********************************************************************
 BT0056  DESIGNATION -  A 166
 BT0056  PID         -  BT0056
 BT0056  STATE/COUNTY-  GA/BAKER
 BT0056  USGS QUAD   -  HOPEFUL (1983)
 BT0056
 BT0056                         *CURRENT SURVEY CONTROL
 BT0056  ___________________________________________________________________
 BT0056* NAD 83(1986)-  31 13 40.     (N)    084 26 35.     (W)     SCALED    
 BT0056* NAVD 88     -        48.744  (meters)     159.92   (feet)  ADJUSTED  
 BT0056  ___________________________________________________________________
 BT0056  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BT0056  DYNAMIC HT  -          48.684 (meters)     159.72  (feet)  COMP
 BT0056  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 BT0056
 BT0056  VERT ORDER  -  FIRST     CLASS II
 BT0056
 BT0056.The horizontal coordinates were scaled from a topographic map and have
 BT0056.an estimated accuracy of +/- 6 seconds.
 BT0056
 BT0056.The orthometric height was determined by differential leveling
 BT0056.and adjusted by the National Geodetic Survey in June 1991..
 BT0056
 BT0056.The geoid height was determined by GEOID03.
 BT0056
 BT0056.The dynamic height is computed by dividing the NAVD 88
 BT0056.geopotential number by the normal gravity value computed on the
 BT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0056.degrees latitude (g = 980.6199 gals.).
 BT0056
 BT0056.The modeled gravity was interpolated from observed gravity values.
 BT0056
 BT0056;                    North         East    Units  Estimated Accuracy
 BT0056;SPC GA W     -   136,130.      673,670.      MT  (+/- 180 meters Scaled)
 BT0056
 BT0056                          SUPERSEDED SURVEY CONTROL
 BT0056
 BT0056  NGVD 29 (??/??/92)   48.843  (m)          160.25   (f) ADJ UNCH    1 2
 BT0056
 BT0056.Superseded values are not recommended for survey control.
 BT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0056.See file dsdata.txt to determine how the superseded data were derived.
 BT0056
 BT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV435576(NAD 83)
 BT0056_MARKER: DB = BENCH MARK DISK
 BT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0056_STAMPING: A 166 1958
 BT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0056+STABILITY: SURFACE MOTION
 BT0056
 BT0056  HISTORY     - Date     Condition        Report By
 BT0056  HISTORY     - 1958     MONUMENTED       CGS
 BT0056
 BT0056                          STATION DESCRIPTION
 BT0056
 BT0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0056'8.2 MI SW FROM NEWTON.
 BT0056'ABOUT 6.25 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM ITS
 BT0056'JUNCTION WITH STATE HIGHWAY 37 AT NEWTON, AT THE PILGRIM HOME
 BT0056'CHURCH AND CEMETERY, 104 YARDS SOUTH OF THE CENTER OF JUNCTION OF
 BT0056'GRADED ROAD LEADING NORTH, 158 1/2 FEET SOUTHEAST OF THE CENTER
 BT0056'LINE OF THE HIGHWAY, 102 1/2 FEET SOUTHWEST OF THE WEST CORNER
 BT0056'OF THE ASBESTOS SIDING CHURCH AND IN LINE WITH THE NORTHWEST
 BT0056'FACE OF THE CHURCH, 59 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 BT0056'AN IRON WELL PUMP, 137 FEET SOUTHEAST OF A 48-INCH LIVE OAK TREE,
 BT0056'24 1/2 FEET EAST OF THE CENTER LINE OF A GRADED ROAD LEADING SOUTH,
 BT0056'17 FEET NORTH OF A FENCE CORNER, 137 FEET SOUTHEAST OF SOUTHEAST
 BT0056'END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 2 1/4 FEET
 BT0056'WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 BT0056'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BT0056'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0322 ***********************************************************************
 BT0322  DESIGNATION -  A 167
 BT0322  PID         -  BT0322
 BT0322  STATE/COUNTY-  GA/MILLER
 BT0322  USGS QUAD   -  COLQUITT (1974)
 BT0322
 BT0322                         *CURRENT SURVEY CONTROL
 BT0322  ___________________________________________________________________
 BT0322* NAD 83(1986)-  31 07 41.     (N)    084 42 01.     (W)     SCALED    
 BT0322* NAVD 88     -        39.313  (meters)     128.98   (feet)  ADJUSTED  
 BT0322  ___________________________________________________________________
 BT0322  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BT0322  DYNAMIC HT  -          39.264 (meters)     128.82  (feet)  COMP
 BT0322  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 BT0322  OBS GRAVITY -     979,394.0   (mgal)                       GRAV_OBS
 BT0322
 BT0322  VERT ORDER  -  FIRST     CLASS I
 BT0322
 BT0322.The horizontal coordinates were scaled from a topographic map and have
 BT0322.an estimated accuracy of +/- 6 seconds.
 BT0322
 BT0322.The orthometric height was determined by differential leveling
 BT0322.and adjusted by the National Geodetic Survey in June 1991..
 BT0322
 BT0322.The geoid height was determined by GEOID03.
 BT0322
 BT0322.The dynamic height is computed by dividing the NAVD 88
 BT0322.geopotential number by the normal gravity value computed on the
 BT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0322.degrees latitude (g = 980.6199 gals.).
 BT0322
 BT0322.The modeled gravity was interpolated from observed gravity values.
 BT0322.The observed gravity was obtained from relative gravimeter ties
 BT0322.to the IGSN71 gravity network.
 BT0322
 BT0322;                    North         East    Units  Estimated Accuracy
 BT0322;SPC GA W     -   125,170.      649,110.      MT  (+/- 180 meters Scaled)
 BT0322
 BT0322                          SUPERSEDED SURVEY CONTROL
 BT0322
 BT0322  NGVD 29 (??/??/92)   39.410  (m)          129.30   (f) ADJ UNCH    1 1
 BT0322
 BT0322.Superseded values are not recommended for survey control.
 BT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0322.See file dsdata.txt to determine how the superseded data were derived.
 BT0322
 BT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV192460(NAD 83)
 BT0322_MARKER: DB = BENCH MARK DISK
 BT0322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BT0322_SP_SET: CULVERT HEADWALL
 BT0322_STAMPING: A 167 1958
 BT0322_MARK LOGO: CGS   
 BT0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0322+STABILITY: SURFACE MOTION
 BT0322
 BT0322  HISTORY     - Date     Condition        Report By
 BT0322  HISTORY     - 1958     MONUMENTED       CGS
 BT0322  HISTORY     - 1973     GOOD             NGS
 BT0322  HISTORY     - 19950912 GOOD             NGS
 BT0322
 BT0322                          STATION DESCRIPTION
 BT0322
 BT0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0322'3.4 MI SE FROM COLQUITT.
 BT0322'ABOUT 3.4 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BT0322'THE STATION AT COLQUITT, 0.3 MILES NORTHWEST OF MILE POST 107,
 BT0322'ABOUT 60 YARDS SOUTHWEST OF THE TRACK AND A SHORT TRESTLE, SET IN
 BT0322'THE TOP OF THE EAST END OF THE WEST WINGWALL OF A 10-FOOT CONCRETE
 BT0322'CULVERT WITH PARTITIONS UNDER U.S. HIGHWAY 27, 20 FEET SOUTHWEST
 BT0322'OF THE CENTER LINE OF HIGHWAY 27, ABOUT 1 1/2 FEET BELOW THE LEVEL
 BT0322'OF THE HIGHWAY.
 BT0322
 BT0322                          STATION RECOVERY (1973)
 BT0322
 BT0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0322'RECOVERED IN GOOD CONDITION.
 BT0322
 BT0322                          STATION RECOVERY (1995)
 BT0322
 BT0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0322'RECOVERED AS DESCRIBED AND USED TO ESTABLISH RESET IN THE AREA.  TO BE
 BT0322'DESTROYED IN SPRING OF 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE3709 ***********************************************************************
 AE3709  DESIGNATION -  A 167 RESET
 AE3709  PID         -  AE3709
 AE3709  STATE/COUNTY-  GA/MILLER
 AE3709  USGS QUAD   -  COLQUITT (1974)
 AE3709
 AE3709                         *CURRENT SURVEY CONTROL
 AE3709  ___________________________________________________________________
 AE3709* NAD 83(1986)-  31 07 41.     (N)    084 42 01.     (W)     SCALED    
 AE3709* NAVD 88     -        39.746  (meters)     130.40   (feet)  ADJUSTED  
 AE3709  ___________________________________________________________________
 AE3709  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AE3709  DYNAMIC HT  -          39.697 (meters)     130.24  (feet)  COMP
 AE3709  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 AE3709
 AE3709  VERT ORDER  -  SECOND    CLASS I
 AE3709
 AE3709.The horizontal coordinates were scaled from a topographic map and have
 AE3709.an estimated accuracy of +/- 6 seconds.
 AE3709
 AE3709.The orthometric height was determined by differential leveling
 AE3709.and adjusted by the National Geodetic Survey in April 1998..
 AE3709
 AE3709.The geoid height was determined by GEOID03.
 AE3709
 AE3709.The dynamic height is computed by dividing the NAVD 88
 AE3709.geopotential number by the normal gravity value computed on the
 AE3709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3709.degrees latitude (g = 980.6199 gals.).
 AE3709
 AE3709.The modeled gravity was interpolated from observed gravity values.
 AE3709
 AE3709;                    North         East    Units  Estimated Accuracy
 AE3709;SPC GA W     -   125,170.      649,110.      MT  (+/- 180 meters Scaled)
 AE3709
 AE3709                          SUPERSEDED SURVEY CONTROL
 AE3709
 AE3709.No superseded survey control is available for this station.
 AE3709
 AE3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV192460(NAD 83)
 AE3709_MARKER: DV = VERTICAL CONTROL DISK
 AE3709_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE3709_SP_SET: CULVERT HEADWALL
 AE3709_STAMPING: A 167 RESET 1995
 AE3709_MARK LOGO: NGS   
 AE3709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3709+STABILITY: SURFACE MOTION
 AE3709
 AE3709  HISTORY     - Date     Condition        Report By
 AE3709  HISTORY     - 1995     MONUMENTED       NGS
 AE3709
 AE3709                          STATION DESCRIPTION
 AE3709
 AE3709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AE3709'2.55 MILES (4.10 KM) SE ALONG US 27 FROM THE SOUTH PART OF
 AE3709'COLQUITT--JUNCTION OF BROOKS ST AT JOHN DEERE DEALER--TO THE MARK ON
 AE3709'THE LEFT, 4.55 MILES (7.32 KM) NW OF MILLER-DECATUR COUNTY LINE, IN
 AE3709'THE TOP OF NW END OF NE HEADWALL OF A 10-FT TWO-CHANNEL BOX CULVERT
 AE3709'UNDER HWY, ADJOINING AND SW OF A SHORT WOODEN RR TRESTLE, 32 FT (9.8
 AE3709'M) NE OF N-BD HWY LANES, 1 FT (0.3 M) SE OF NE END OF HEADWALL, ABOUT
 AE3709'LEVEL WITH HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0513 ***********************************************************************
 CM0513  DESIGNATION -  A 168
 CM0513  PID         -  CM0513
 CM0513  STATE/COUNTY-  GA/MERIWETHER
 CM0513  USGS QUAD   -  WARM SPRINGS (1985)
 CM0513
 CM0513                         *CURRENT SURVEY CONTROL
 CM0513  ___________________________________________________________________
 CM0513* NAD 83(1986)-  32 55 55.     (N)    084 41 49.     (W)     SCALED    
 CM0513* NAVD 88     -       271.065  (meters)     889.32   (feet)  ADJUSTED  
 CM0513  ___________________________________________________________________
 CM0513  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CM0513  DYNAMIC HT  -         270.752 (meters)     888.29  (feet)  COMP
 CM0513  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 CM0513
 CM0513  VERT ORDER  -  FIRST     CLASS II
 CM0513
 CM0513.The horizontal coordinates were scaled from a topographic map and have
 CM0513.an estimated accuracy of +/- 6 seconds.
 CM0513
 CM0513.The orthometric height was determined by differential leveling
 CM0513.and adjusted by the National Geodetic Survey in June 1991..
 CM0513
 CM0513.The geoid height was determined by GEOID03.
 CM0513
 CM0513.The dynamic height is computed by dividing the NAVD 88
 CM0513.geopotential number by the normal gravity value computed on the
 CM0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0513.degrees latitude (g = 980.6199 gals.).
 CM0513
 CM0513.The modeled gravity was interpolated from observed gravity values.
 CM0513
 CM0513;                    North         East    Units  Estimated Accuracy
 CM0513;SPC GA W     -   325,180.      650,410.      MT  (+/- 180 meters Scaled)
 CM0513
 CM0513                          SUPERSEDED SURVEY CONTROL
 CM0513
 CM0513  NGVD 29 (??/??/92)  271.053  (m)          889.28   (f) ADJ UNCH    1 2
 CM0513
 CM0513.Superseded values are not recommended for survey control.
 CM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0513.See file dsdata.txt to determine how the superseded data were derived.
 CM0513
 CM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB153460(NAD 83)
 CM0513_MARKER: DB = BENCH MARK DISK
 CM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0513_STAMPING: A 168 1958
 CM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0513+STABILITY: SURFACE MOTION
 CM0513
 CM0513  HISTORY     - Date     Condition        Report By
 CM0513  HISTORY     - 1958     MONUMENTED       CGS
 CM0513
 CM0513                          STATION DESCRIPTION
 CM0513
 CM0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0513'5 MI NE FROM DURAND.
 CM0513'ABOUT 2.6 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0513'FROM THE STATION SHED AT DURAND, THENCE 2.1 MILES EAST ALONG A
 CM0513'GRADED ROAD, THENCE 0.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 27 AND
 CM0513'STATE HIGHWAY 41, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 CM0513'HIGHWAYS, 1 FOOT NORTHEAST OF THE ROOSEVELT AIRPORT FENCE, 165 FEET
 CM0513'SOUTH OF THE PROLONGED CENTER LINE OF THE EAST-WEST GRASS RUNWAY,
 CM0513'158 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD ENTRANCE TO THE
 CM0513'AIRPORT, 298 FEET NORTHWEST OF NORTHWEST PORCH CORNER OF A 2-STORY
 CM0513'COLUMNED PORCH FARM HOUSE, 2 FEET NORTHWEST OF A CONCRETE WITNESS
 CM0513'POST, ABOUT LEVEL WITH THE HIGHWAYS AND SET IN THE TOP OF A
 CM0513'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0849 ***********************************************************************
 DG0849  DESIGNATION -  A 169
 DG0849  PID         -  DG0849
 DG0849  STATE/COUNTY-  GA/PIKE
 DG0849  USGS QUAD   -  CONCORD (1981)
 DG0849
 DG0849                         *CURRENT SURVEY CONTROL
 DG0849  ___________________________________________________________________
 DG0849* NAD 83(1986)-  33 02 17.     (N)    084 29 31.     (W)     SCALED    
 DG0849* NAVD 88     -       240.185  (meters)     788.01   (feet)  ADJUSTED  
 DG0849  ___________________________________________________________________
 DG0849  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DG0849  DYNAMIC HT  -         239.910 (meters)     787.10  (feet)  COMP
 DG0849  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DG0849
 DG0849  VERT ORDER  -  FIRST     CLASS I
 DG0849
 DG0849.The horizontal coordinates were scaled from a topographic map and have
 DG0849.an estimated accuracy of +/- 6 seconds.
 DG0849
 DG0849.The orthometric height was determined by differential leveling
 DG0849.and adjusted by the National Geodetic Survey in June 1991..
 DG0849
 DG0849.The geoid height was determined by GEOID03.
 DG0849
 DG0849.The dynamic height is computed by dividing the NAVD 88
 DG0849.geopotential number by the normal gravity value computed on the
 DG0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0849.degrees latitude (g = 980.6199 gals.).
 DG0849
 DG0849.The modeled gravity was interpolated from observed gravity values.
 DG0849
 DG0849;                    North         East    Units  Estimated Accuracy
 DG0849;SPC GA W     -   336,870.      669,620.      MT  (+/- 180 meters Scaled)
 DG0849
 DG0849                          SUPERSEDED SURVEY CONTROL
 DG0849
 DG0849  NGVD 29 (??/??/92)  240.170  (m)          787.96   (f) ADJ UNCH    1 1
 DG0849
 DG0849.Superseded values are not recommended for survey control.
 DG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0849.See file dsdata.txt to determine how the superseded data were derived.
 DG0849
 DG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB342583(NAD 83)
 DG0849_MARKER: DB = BENCH MARK DISK
 DG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0849_STAMPING: A 169 1958
 DG0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0849+STABILITY: SURFACE MOTION
 DG0849
 DG0849  HISTORY     - Date     Condition        Report By
 DG0849  HISTORY     - 1958     MONUMENTED       CGS
 DG0849  HISTORY     - 1968     GOOD             NGS
 DG0849
 DG0849                          STATION DESCRIPTION
 DG0849
 DG0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0849'2 MI NE FROM MOLENA.
 DG0849'ABOUT 1.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0849'JUNCTION OF STATE HIGHWAYS 18 AND 109 AT MOLENA, ABOUT 1.05 MILES
 DG0849'SOUTHWEST OF THE NEAL BAPTIS CHURCH AND CEMETERY, ABOUT 0.35 MILE
 DG0849'NORTHEAST OF MILEPOST 40, ABOUT 128 YARDS SOUTH OF A PRIVATE ROAD
 DG0849'CROSSING LEADING WEST, 22.5 FEET EAST OF THE EAST RAIL, 53 FEET
 DG0849'WEST-NORTHWEST OF AND ACROSS STATE HIGHWAY 18 FROM THE NORTH END
 DG0849'OF A 15-INCH CORRUGATED METAL PIPE CULVERT UNDER A DRIVE LEADING
 DG0849'EAST, 28 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 18, 2 1/2
 DG0849'FEET NORTH OF TELEPHONE POLE 994, 2 FEET SOUTH OF A CONCRETE
 DG0849'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 DG0849'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 DG0849'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0881 ***********************************************************************
 DG0881  DESIGNATION -  A 170
 DG0881  PID         -  DG0881
 DG0881  STATE/COUNTY-  GA/SPAULDING
 DG0881  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG0881
 DG0881                         *CURRENT SURVEY CONTROL
 DG0881  ___________________________________________________________________
 DG0881* NAD 83(1986)-  33 13 48.     (N)    084 17 15.     (W)     SCALED    
 DG0881* NAVD 88     -       294.286  (meters)     965.50   (feet)  ADJUSTED  
 DG0881  ___________________________________________________________________
 DG0881  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DG0881  DYNAMIC HT  -         293.952 (meters)     964.41  (feet)  COMP
 DG0881  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 DG0881
 DG0881  VERT ORDER  -  FIRST     CLASS I
 DG0881
 DG0881.The horizontal coordinates were scaled from a topographic map and have
 DG0881.an estimated accuracy of +/- 6 seconds.
 DG0881
 DG0881.The orthometric height was determined by differential leveling
 DG0881.and adjusted by the National Geodetic Survey in June 1991..
 DG0881
 DG0881.The geoid height was determined by GEOID03.
 DG0881
 DG0881.The dynamic height is computed by dividing the NAVD 88
 DG0881.geopotential number by the normal gravity value computed on the
 DG0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0881.degrees latitude (g = 980.6199 gals.).
 DG0881
 DG0881.The modeled gravity was interpolated from observed gravity values.
 DG0881
 DG0881;                    North         East    Units  Estimated Accuracy
 DG0881;SPC GA W     -   358,110.      688,740.      MT  (+/- 180 meters Scaled)
 DG0881
 DG0881                          SUPERSEDED SURVEY CONTROL
 DG0881
 DG0881  NGVD 29 (??/??/92)  294.282  (m)          965.49   (f) ADJ UNCH    1 1
 DG0881
 DG0881.Superseded values are not recommended for survey control.
 DG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0881.See file dsdata.txt to determine how the superseded data were derived.
 DG0881
 DG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB527800(NAD 83)
 DG0881_MARKER: DB = BENCH MARK DISK
 DG0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0881_STAMPING: A 170 1958
 DG0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0881+STABILITY: SURFACE MOTION
 DG0881
 DG0881  HISTORY     - Date     Condition        Report By
 DG0881  HISTORY     - 1958     MONUMENTED       CGS
 DG0881  HISTORY     - 1968     GOOD             NGS
 DG0881
 DG0881                          STATION DESCRIPTION
 DG0881
 DG0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0881'1.9 MI SW FROM GRIFFIN.
 DG0881'ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0881'STATION AT GRIFFIN, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST 20,
 DG0881'ABOUT 0.1 MILE EAST AND ACROSS THE TRACKS FROM THE GRIFFIN ELKS
 DG0881'CLUBHOUSE, 70 FEET SOUTHWEST OF POWER LINE POLE 34, 46 FEET
 DG0881'SOUTHEAST OF AND ACROSS A SIDE TRACK FROM THE SOUTHEAST RAIL
 DG0881'OF THE MAIN TRACK, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DG0881'SIDE TRACK, 35 FEET NORTH-NORTHWEST OF THE CENTER LINE OF A
 DG0881'GRADED DIRT ROAD AND ON THE OUTSIDE OF A CURVE IN THE ROAD,
 DG0881'2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 DG0881'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG0881'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0747 ***********************************************************************
 BS0747  DESIGNATION -  A 171
 BS0747  PID         -  BS0747
 BS0747  STATE/COUNTY-  GA/TIFT
 BS0747  USGS QUAD   -  TIFTON WEST (1988)
 BS0747
 BS0747                         *CURRENT SURVEY CONTROL
 BS0747  ___________________________________________________________________
 BS0747* NAD 83(1986)-  31 28 13.     (N)    083 37 20.     (W)     SCALED    
 BS0747* NAVD 88     -       105.474  (meters)     346.04   (feet)  ADJUSTED  
 BS0747  ___________________________________________________________________
 BS0747  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BS0747  DYNAMIC HT  -         105.346 (meters)     345.62  (feet)  COMP
 BS0747  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 BS0747
 BS0747  VERT ORDER  -  FIRST     CLASS I
 BS0747
 BS0747.The horizontal coordinates were scaled from a topographic map and have
 BS0747.an estimated accuracy of +/- 6 seconds.
 BS0747
 BS0747.The orthometric height was determined by differential leveling
 BS0747.and adjusted by the National Geodetic Survey in June 1991..
 BS0747
 BS0747.The geoid height was determined by GEOID03.
 BS0747
 BS0747.The dynamic height is computed by dividing the NAVD 88
 BS0747.geopotential number by the normal gravity value computed on the
 BS0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0747.degrees latitude (g = 980.6199 gals.).
 BS0747
 BS0747.The modeled gravity was interpolated from observed gravity values.
 BS0747
 BS0747;                    North         East    Units  Estimated Accuracy
 BS0747;SPC GA W     -   163,110.      751,740.      MT  (+/- 180 meters Scaled)
 BS0747
 BS0747                          SUPERSEDED SURVEY CONTROL
 BS0747
 BS0747  NGVD 29 (??/??/92)  105.637  (m)          346.58   (f) ADJ UNCH    1 1
 BS0747
 BS0747.Superseded values are not recommended for survey control.
 BS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0747.See file dsdata.txt to determine how the superseded data were derived.
 BS0747
 BS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ508847(NAD 83)
 BS0747_MARKER: DB = BENCH MARK DISK
 BS0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0747_SP_SET: 32 FEET
 BS0747_STAMPING: A 171 1957
 BS0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0747
 BS0747  HISTORY     - Date     Condition        Report By
 BS0747  HISTORY     - 1957     MONUMENTED       CGS
 BS0747  HISTORY     - 1974     GOOD             NGS
 BS0747  HISTORY     - 1976     GOOD             LOCENG
 BS0747
 BS0747                          STATION DESCRIPTION
 BS0747
 BS0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0747'7.2 MI W FROM TIFTON.
 BS0747'ABOUT 7.15 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0747'FROM THE STATION AT TIFTON, ABOUT 1.65 MILE EAST OF THE STATION
 BS0747'AT TY TY, ABOUT 0.35 MILE EAST OF MILE POST P 666, AT A ROAD
 BS0747'CROSSING AND IS BETWEEN THE TRACK AND A ROAD PARALLEL TO TRACK,
 BS0747'42.4 FEET SOUTH OF SOUTH RAIL, 80 FEET EAST OF CENTER LINE OF ROAD
 BS0747'WHICH CROSSES TRACK, 39 1/2 FEET NORTH OF CENTER LINE OF ROAD
 BS0747'PARALLEL TO TRACK, 5 1/2 FEET WEST OF THE FIRST TELEPHONE POLE
 BS0747'EAST OF CROSSING AND IN LINE WITH ROW OF POLES TO THE EAST, 1 1/2
 BS0747'FEET EAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 BS0747'TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD ABOUT
 BS0747'FLUSH WITH GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 BS0747'1 INCH.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 32 FEET.
 BS0747
 BS0747                          STATION RECOVERY (1974)
 BS0747
 BS0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0747'RECOVERED IN GOOD CONDITION.
 BS0747
 BS0747                          STATION RECOVERY (1976)
 BS0747
 BS0747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BS0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0130 ***********************************************************************
 BT0130  DESIGNATION -  A 172
 BT0130  PID         -  BT0130
 BT0130  STATE/COUNTY-  GA/DOUGHERTY
 BT0130  USGS QUAD   -  ALBANY WEST (1988)
 BT0130
 BT0130                         *CURRENT SURVEY CONTROL
 BT0130  ___________________________________________________________________
 BT0130* NAD 83(1986)-  31 34 51.     (N)    084 09 16.     (W)     SCALED    
 BT0130* NAVD 88     -        60.587  (meters)     198.78   (feet)  ADJUSTED  
 BT0130  ___________________________________________________________________
 BT0130  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0130  DYNAMIC HT  -          60.514 (meters)     198.54  (feet)  COMP
 BT0130  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 BT0130
 BT0130  VERT ORDER  -  FIRST     CLASS I
 BT0130
 BT0130.The horizontal coordinates were scaled from a topographic map and have
 BT0130.an estimated accuracy of +/- 6 seconds.
 BT0130
 BT0130.The orthometric height was determined by differential leveling
 BT0130.and adjusted by the National Geodetic Survey in June 1991..
 BT0130.WARNING-Repeat measurements at this control monument indicate possible
 BT0130.vertical movement.
 BT0130
 BT0130.The geoid height was determined by GEOID03.
 BT0130
 BT0130.The dynamic height is computed by dividing the NAVD 88
 BT0130.geopotential number by the normal gravity value computed on the
 BT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0130.degrees latitude (g = 980.6199 gals.).
 BT0130
 BT0130.The modeled gravity was interpolated from observed gravity values.
 BT0130
 BT0130;                    North         East    Units  Estimated Accuracy
 BT0130;SPC GA W     -   175,240.      701,160.      MT  (+/- 180 meters Scaled)
 BT0130
 BT0130                          SUPERSEDED SURVEY CONTROL
 BT0130
 BT0130  NGVD 29 (??/??/92)   60.747  (m)          199.30   (f) ADJ UNCH    1 1
 BT0130
 BT0130.Superseded values are not recommended for survey control.
 BT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0130.See file dsdata.txt to determine how the superseded data were derived.
 BT0130
 BT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV700974(NAD 83)
 BT0130_MARKER: DB = BENCH MARK DISK
 BT0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0130_SP_SET: FOUNDATION
 BT0130_STAMPING: A 172 1957
 BT0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0130
 BT0130  HISTORY     - Date     Condition        Report By
 BT0130  HISTORY     - 1957     MONUMENTED       CGS
 BT0130  HISTORY     - 1972     GOOD             NGS
 BT0130  HISTORY     - 1987     GOOD             USPSQD
 BT0130  HISTORY     - 1988     GOOD             USPSQD
 BT0130  HISTORY     - 1989     GOOD             USPSQD
 BT0130  HISTORY     - 1990     GOOD             USPSQD
 BT0130
 BT0130                          STATION DESCRIPTION
 BT0130
 BT0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BT0130'0.35 MI NE FROM ALBANY.
 BT0130'ABOUT 0.3 MILE NORTH ALONG JEFFERSON STREET FROM THE POST OFFICE
 BT0130'AT ALBANY, THENCE 0.05 MILE EAST ALONG ROOSEVELT AVENUE, 68 1/2
 BT0130'FEET SOUTH OF THE CENTERLINE OF ROOSEVELT AVENUE, SET IN THE TOP
 BT0130'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE MORE
 BT0130'EASTERLY OF THE TWO MOST NORTHERLY LEGS FOR THE CITY WATER TANK,
 BT0130'85 1/2 FEET EAST OF THE NORTHEAST CORNER OF A BRICK BUILDING AT
 BT0130'THE ALBANY WATER WORKS, 4 1/2 FEET SOUTH OF A CHAIN-LINK FENCE,
 BT0130'ABOUT 2 1/2 FEET ABOVE ROOSEVELT AVENUE, AND 1 1/2 FEET ABOVE
 BT0130'THE GROUND.
 BT0130
 BT0130                          STATION RECOVERY (1987)
 BT0130
 BT0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT0130'RECOVERED IN GOOD CONDITION.
 BT0130
 BT0130                          STATION RECOVERY (1988)
 BT0130
 BT0130'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0130'RECOVERED IN GOOD CONDITION.
 BT0130
 BT0130                          STATION RECOVERY (1989)
 BT0130
 BT0130'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0130'RECOVERED IN GOOD CONDITION.
 BT0130
 BT0130                          STATION RECOVERY (1990)
 BT0130
 BT0130'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1039 ***********************************************************************
 BS1039  DESIGNATION -  A 173
 BS1039  PID         -  BS1039
 BS1039  STATE/COUNTY-  GA/DOUGHERTY
 BS1039  USGS QUAD   -  BRIDGEBORO (1988)
 BS1039
 BS1039                         *CURRENT SURVEY CONTROL
 BS1039  ___________________________________________________________________
 BS1039* NAD 83(1986)-  31 26 58.     (N)    083 59 52.     (W)     SCALED    
 BS1039* NAVD 88     -        80.890  (meters)     265.39   (feet)  ADJUSTED  
 BS1039  ___________________________________________________________________
 BS1039  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BS1039  DYNAMIC HT  -          80.791 (meters)     265.06  (feet)  COMP
 BS1039  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 BS1039
 BS1039  VERT ORDER  -  FIRST     CLASS II
 BS1039
 BS1039.The horizontal coordinates were scaled from a topographic map and have
 BS1039.an estimated accuracy of +/- 6 seconds.
 BS1039
 BS1039.The orthometric height was determined by differential leveling
 BS1039.and adjusted by the National Geodetic Survey in June 1991..
 BS1039
 BS1039.The geoid height was determined by GEOID03.
 BS1039
 BS1039.The dynamic height is computed by dividing the NAVD 88
 BS1039.geopotential number by the normal gravity value computed on the
 BS1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1039.degrees latitude (g = 980.6199 gals.).
 BS1039
 BS1039.The modeled gravity was interpolated from observed gravity values.
 BS1039
 BS1039;                    North         East    Units  Estimated Accuracy
 BS1039;SPC GA W     -   160,690.      716,050.      MT  (+/- 180 meters Scaled)
 BS1039
 BS1039                          SUPERSEDED SURVEY CONTROL
 BS1039
 BS1039  NGVD 29 (??/??/92)   81.047  (m)          265.90   (f) ADJ UNCH    1 2
 BS1039
 BS1039.Superseded values are not recommended for survey control.
 BS1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1039.See file dsdata.txt to determine how the superseded data were derived.
 BS1039
 BS1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ151833(NAD 83)
 BS1039_MARKER: DB = BENCH MARK DISK
 BS1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1039_STAMPING: A 173 1957
 BS1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1039+STABILITY: SURFACE MOTION
 BS1039
 BS1039  HISTORY     - Date     Condition        Report By
 BS1039  HISTORY     - 1957     MONUMENTED       CGS
 BS1039
 BS1039                          STATION DESCRIPTION
 BS1039
 BS1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1039'4.2 MI NW FROM BRIDGEBORO.
 BS1039'ABOUT 4.15 MILES NORTHWEST ALONG THE GEORGIA NORTHERN RAILWAY FROM
 BS1039'THE STATION AT BRIDGEBORO, AT THE CROSSING OF THE COUNTY LINE
 BS1039'ROAD, 52 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 54 1/2
 BS1039'FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE COUNTY LINE
 BS1039'ROAD, 7 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 303, 48 1/2 FEET
 BS1039'NORTH OF THE FIRST POWER POLE (T2791) SOUTH OF THE CROSSING
 BS1039'AND IS IN THE LINE WITH THE POLES ON THE NORTH OF THE CROSSING, 1
 BS1039'FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A CONCRETE
 BS1039'WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND SET IN THE TOP OF
 BS1039'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1696 ***********************************************************************
 BE1696  DESIGNATION -  A 174
 BE1696  PID         -  BE1696
 BE1696  STATE/COUNTY-  GA/DECATUR
 BE1696  USGS QUAD   -  BAINBRIDGE (1974)
 BE1696
 BE1696                         *CURRENT SURVEY CONTROL
 BE1696  ___________________________________________________________________
 BE1696* NAD 83(1986)-  30 54 38.     (N)    084 34 11.     (W)     SCALED    
 BE1696* NAVD 88     -        36.253  (meters)     118.94   (feet)  ADJUSTED  
 BE1696  ___________________________________________________________________
 BE1696  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE1696  DYNAMIC HT  -          36.207 (meters)     118.79  (feet)  COMP
 BE1696  MODELED GRAV-     979,376.0   (mgal)                       NAVD 88
 BE1696
 BE1696  VERT ORDER  -  FIRST     CLASS I
 BE1696
 BE1696.The horizontal coordinates were scaled from a topographic map and have
 BE1696.an estimated accuracy of +/- 6 seconds.
 BE1696
 BE1696.The orthometric height was determined by differential leveling
 BE1696.and adjusted by the National Geodetic Survey in June 1991..
 BE1696
 BE1696.The geoid height was determined by GEOID03.
 BE1696
 BE1696.The dynamic height is computed by dividing the NAVD 88
 BE1696.geopotential number by the normal gravity value computed on the
 BE1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1696.degrees latitude (g = 980.6199 gals.).
 BE1696
 BE1696.The modeled gravity was interpolated from observed gravity values.
 BE1696
 BE1696;                    North         East    Units  Estimated Accuracy
 BE1696;SPC GA W     -   101,000.      661,470.      MT  (+/- 180 meters Scaled)
 BE1696
 BE1696                          SUPERSEDED SURVEY CONTROL
 BE1696
 BE1696  NGVD 29 (??/??/92)   36.376  (m)          119.34   (f) ADJ UNCH    1 1
 BE1696
 BE1696.Superseded values are not recommended for survey control.
 BE1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1696.See file dsdata.txt to determine how the superseded data were derived.
 BE1696
 BE1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV322222(NAD 83)
 BE1696_MARKER: DB = BENCH MARK DISK
 BE1696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1696_SP_SET: 64 FEET
 BE1696_STAMPING: A 174 1957
 BE1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1696
 BE1696  HISTORY     - Date     Condition        Report By
 BE1696  HISTORY     - 1957     MONUMENTED       CGS
 BE1696  HISTORY     - 1958     GOOD             NGS
 BE1696  HISTORY     - 1973     GOOD             NGS
 BE1696
 BE1696                          STATION DESCRIPTION
 BE1696
 BE1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE1696'AT BAINBRIDGE.
 BE1696'AT THE ATLANTIC COAST LINE RAILROAD STATION (RED BRICK) BUILDING,
 BE1696'22 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 135 FEET EAST OF
 BE1696'NORTHEAST CORNER OF STATION, 48 1/2 FEET WEST OF CENTER LINE
 BE1696'OF STATE HIGHWAY 97, 31 1/2 FEET EAST-NORTHEAST OF BENCH MARK
 BE1696'G 87, 22 FEET WEST OF A 40-INCH LIVE OAK TREE, 1 INCH NORTH
 BE1696'OF AN IRON PIPE FENCE, 1 FOOT EAST OF A CONCRETE WITNESS POST,
 BE1696'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A DISK SET ON A
 BE1696'COPPER-COATED STEEL ROD 2 INCHES BELOW THE LEVEL OF THE GROUND
 BE1696'AND PROTECTED BY A 6-INCH TILE FLUSH WITH THE GROUND, THE ROD
 BE1696'WAS DRIVEN TO REFUSAL AT 64 FEET.
 BE1696
 BE1696                          STATION RECOVERY (1973)
 BE1696
 BE1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0365 ***********************************************************************
 BT0365  DESIGNATION -  A 175
 BT0365  PID         -  BT0365
 BT0365  STATE/COUNTY-  GA/CALHOUN
 BT0365  USGS QUAD   -  ARLINGTON (1974)
 BT0365
 BT0365                         *CURRENT SURVEY CONTROL
 BT0365  ___________________________________________________________________
 BT0365* NAD 83(1986)-  31 27 13.     (N)    084 43 38.     (W)     SCALED    
 BT0365* NAVD 88     -        81.490  (meters)     267.36   (feet)  ADJUSTED  
 BT0365  ___________________________________________________________________
 BT0365  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0365  DYNAMIC HT  -          81.391 (meters)     267.03  (feet)  COMP
 BT0365  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 BT0365
 BT0365  VERT ORDER  -  FIRST     CLASS I
 BT0365
 BT0365.The horizontal coordinates were scaled from a topographic map and have
 BT0365.an estimated accuracy of +/- 6 seconds.
 BT0365
 BT0365.The orthometric height was determined by differential leveling
 BT0365.and adjusted by the National Geodetic Survey in June 1991..
 BT0365
 BT0365.The geoid height was determined by GEOID03.
 BT0365
 BT0365.The dynamic height is computed by dividing the NAVD 88
 BT0365.geopotential number by the normal gravity value computed on the
 BT0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0365.degrees latitude (g = 980.6199 gals.).
 BT0365
 BT0365.The modeled gravity was interpolated from observed gravity values.
 BT0365
 BT0365;                    North         East    Units  Estimated Accuracy
 BT0365;SPC GA W     -   161,270.      646,730.      MT  (+/- 180 meters Scaled)
 BT0365
 BT0365                          SUPERSEDED SURVEY CONTROL
 BT0365
 BT0365  NGVD 29 (??/??/92)   81.560  (m)          267.58   (f) ADJ UNCH    1 1
 BT0365
 BT0365.Superseded values are not recommended for survey control.
 BT0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0365.See file dsdata.txt to determine how the superseded data were derived.
 BT0365
 BT0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV159821(NAD 83)
 BT0365_MARKER: DB = BENCH MARK DISK
 BT0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0365_STAMPING: A 175 1958
 BT0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0365+STABILITY: SURFACE MOTION
 BT0365
 BT0365  HISTORY     - Date     Condition        Report By
 BT0365  HISTORY     - 1958     MONUMENTED       CGS
 BT0365  HISTORY     - 1973     GOOD             NGS
 BT0365
 BT0365                          STATION DESCRIPTION
 BT0365
 BT0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0365'0.9 MI N FROM ARLINGTON.
 BT0365'ABOUT 0.9 MILES NORTH ALONG A BLACKTOP ROAD FROM THE METHODIST
 BT0365'CHURCH AT ARLINGTON, AT THE JUNCTION OF A PRIVATE ROAD, 46 FEET
 BT0365'WEST OF THE CENTER LINE OF THE BLACKTOP ROAD, 31 FEET SOUTH OF
 BT0365'THE CENTER LINE OF PRIVATE ROAD, 9 1/2 FEET NORTHWEST OF THE
 BT0365'FIRST TELEPHONE POLE SOUTH OF THE PRIVATE ROAD, 2 FEET SOUTH
 BT0365'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH
 BT0365'THE BLACKTOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0365'5 INCHES.
 BT0365
 BT0365                          STATION RECOVERY (1973)
 BT0365
 BT0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0455 ***********************************************************************
 BT0455  DESIGNATION -  A 176
 BT0455  PID         -  BT0455
 BT0455  STATE/COUNTY-  GA/RANDOLPH
 BT0455  USGS QUAD   -  CARNEGIE (1973)
 BT0455
 BT0455                         *CURRENT SURVEY CONTROL
 BT0455  ___________________________________________________________________
 BT0455* NAD 83(1986)-  31 39 04.     (N)    084 47 02.     (W)     SCALED    
 BT0455* NAVD 88     -       120.246  (meters)     394.51   (feet)  ADJUSTED  
 BT0455  ___________________________________________________________________
 BT0455  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BT0455  DYNAMIC HT  -         120.103 (meters)     394.04  (feet)  COMP
 BT0455  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 BT0455
 BT0455  VERT ORDER  -  FIRST     CLASS I
 BT0455
 BT0455.The horizontal coordinates were scaled from a topographic map and have
 BT0455.an estimated accuracy of +/- 6 seconds.
 BT0455
 BT0455.The orthometric height was determined by differential leveling
 BT0455.and adjusted by the National Geodetic Survey in June 1991..
 BT0455.WARNING-Repeat measurements at this control monument indicate possible
 BT0455.vertical movement.
 BT0455
 BT0455.The geoid height was determined by GEOID03.
 BT0455
 BT0455.The dynamic height is computed by dividing the NAVD 88
 BT0455.geopotential number by the normal gravity value computed on the
 BT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0455.degrees latitude (g = 980.6199 gals.).
 BT0455
 BT0455.The modeled gravity was interpolated from observed gravity values.
 BT0455
 BT0455;                    North         East    Units  Estimated Accuracy
 BT0455;SPC GA W     -   183,200.      641,460.      MT  (+/- 180 meters Scaled)
 BT0455
 BT0455                          SUPERSEDED SURVEY CONTROL
 BT0455
 BT0455  NGVD 29 (??/??/92)  120.300  (m)          394.68   (f) ADJ UNCH    1 1
 BT0455
 BT0455.Superseded values are not recommended for survey control.
 BT0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0455.See file dsdata.txt to determine how the superseded data were derived.
 BT0455
 BT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA101038(NAD 83)
 BT0455_MARKER: DB = BENCH MARK DISK
 BT0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0455_STAMPING: A 176 1958
 BT0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0455+STABILITY: SURFACE MOTION
 BT0455
 BT0455  HISTORY     - Date     Condition        Report By
 BT0455  HISTORY     - 1958     MONUMENTED       CGS
 BT0455  HISTORY     - 1974     GOOD             NGS
 BT0455
 BT0455                          STATION DESCRIPTION
 BT0455
 BT0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0455'0.6 MI N FROM CARNEGIE.
 BT0455'ABOUT 0.55 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 BT0455'AT CARNEGIE, AT THE CARNEGIE ASSEMBLY OF GOD CHURCH AND JUNCTION
 BT0455'OF A DIRT ROAD WEST, 86 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BT0455'37 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 71 FEET
 BT0455'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 2 1/2 FEET
 BT0455'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND THE ONLY POLE
 BT0455'IN THE CHURCH YARD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 BT0455'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BT0455
 BT0455                          STATION RECOVERY (1974)
 BT0455
 BT0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0490 ***********************************************************************
 BT0490  DESIGNATION -  A 177
 BT0490  PID         -  BT0490
 BT0490  STATE/COUNTY-  GA/STEWART
 BT0490  USGS QUAD   -  BENEVOLENCE (1972)
 BT0490
 BT0490                         *CURRENT SURVEY CONTROL
 BT0490  ___________________________________________________________________
 BT0490* NAD 83(1986)-  31 56 53.     (N)    084 41 37.     (W)     SCALED    
 BT0490* NAVD 88     -       162.388  (meters)     532.77   (feet)  ADJUSTED  
 BT0490  ___________________________________________________________________
 BT0490  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT0490  DYNAMIC HT  -         162.198 (meters)     532.14  (feet)  COMP
 BT0490  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 BT0490
 BT0490  VERT ORDER  -  FIRST     CLASS I
 BT0490
 BT0490.The horizontal coordinates were scaled from a topographic map and have
 BT0490.an estimated accuracy of +/- 6 seconds.
 BT0490
 BT0490.The orthometric height was determined by differential leveling
 BT0490.and adjusted by the National Geodetic Survey in June 1991..
 BT0490
 BT0490.The geoid height was determined by GEOID03.
 BT0490
 BT0490.The dynamic height is computed by dividing the NAVD 88
 BT0490.geopotential number by the normal gravity value computed on the
 BT0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0490.degrees latitude (g = 980.6199 gals.).
 BT0490
 BT0490.The modeled gravity was interpolated from observed gravity values.
 BT0490
 BT0490;                    North         East    Units  Estimated Accuracy
 BT0490;SPC GA W     -   216,080.      650,180.      MT  (+/- 180 meters Scaled)
 BT0490
 BT0490                          SUPERSEDED SURVEY CONTROL
 BT0490
 BT0490  NGVD 29 (??/??/92)  162.435  (m)          532.92   (f) ADJ UNCH    1 1
 BT0490
 BT0490.Superseded values are not recommended for survey control.
 BT0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0490.See file dsdata.txt to determine how the superseded data were derived.
 BT0490
 BT0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA180370(NAD 83)
 BT0490_MARKER: DB = BENCH MARK DISK
 BT0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0490_STAMPING: A 177 1958
 BT0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0490+STABILITY: SURFACE MOTION
 BT0490
 BT0490  HISTORY     - Date     Condition        Report By
 BT0490  HISTORY     - 1958     MONUMENTED       CGS
 BT0490  HISTORY     - 1974     GOOD             NGS
 BT0490
 BT0490                          STATION DESCRIPTION
 BT0490
 BT0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0490'5.3 MI SW FROM KIMBROUGH.
 BT0490'ABOUT 5.3 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0490'FROM ITS JUNCTION WITH STATE HIGHWAY 55 AT KIMBROUGH, 0.2 MILE
 BT0490'SOUTH OF MILE POST 170, AT A FARM ROAD CROSSING, 52 1/2 FEET EAST
 BT0490'OF EAST RAIL, 96 FEET NORTH OF THE CENTER LINE OF A GATE ACROSS
 BT0490'THE FARM ROAD, 92 FEET SOUTHEAST OF THE SECOND TELEPHONE POLE
 BT0490'NORTH OF THE CROSSING, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH
 BT0490'OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BT0490'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BT0490
 BT0490                          STATION RECOVERY (1974)
 BT0490
 BT0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0626 ***********************************************************************
 BS0626  DESIGNATION -  A 178
 BS0626  PID         -  BS0626
 BS0626  STATE/COUNTY-  GA/BERRIEN
 BS0626  USGS QUAD   -  NASHVILLE EAST (1978)
 BS0626
 BS0626                         *CURRENT SURVEY CONTROL
 BS0626  ___________________________________________________________________
 BS0626* NAD 83(1986)-  31 12 36.     (N)    083 12 13.     (W)     SCALED    
 BS0626* NAVD 88     -        70.293  (meters)     230.62   (feet)  ADJUSTED  
 BS0626  ___________________________________________________________________
 BS0626  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS0626  DYNAMIC HT  -          70.207 (meters)     230.34  (feet)  COMP
 BS0626  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BS0626
 BS0626  VERT ORDER  -  FIRST     CLASS I
 BS0626
 BS0626.The horizontal coordinates were scaled from a topographic map and have
 BS0626.an estimated accuracy of +/- 6 seconds.
 BS0626
 BS0626.The orthometric height was determined by differential leveling
 BS0626.and adjusted by the National Geodetic Survey in June 1991..
 BS0626.WARNING-Repeat measurements at this control monument indicate possible
 BS0626.vertical movement.
 BS0626
 BS0626.The geoid height was determined by GEOID03.
 BS0626
 BS0626.The dynamic height is computed by dividing the NAVD 88
 BS0626.geopotential number by the normal gravity value computed on the
 BS0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0626.degrees latitude (g = 980.6199 gals.).
 BS0626
 BS0626.The modeled gravity was interpolated from observed gravity values.
 BS0626
 BS0626;                    North         East    Units  Estimated Accuracy
 BS0626;SPC GA W     -   134,530.      791,770.      MT  (+/- 180 meters Scaled)
 BS0626
 BS0626                          SUPERSEDED SURVEY CONTROL
 BS0626
 BS0626  NGVD 29 (??/??/92)   70.511  (m)          231.33   (f) ADJ UNCH    1 1
 BS0626
 BS0626.Superseded values are not recommended for survey control.
 BS0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0626.See file dsdata.txt to determine how the superseded data were derived.
 BS0626
 BS0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ900549(NAD 83)
 BS0626_MARKER: DB = BENCH MARK DISK
 BS0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0626_SP_SET: BRIDGE
 BS0626_STAMPING: A 178 1958
 BS0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0626
 BS0626  HISTORY     - Date     Condition        Report By
 BS0626  HISTORY     - 1958     MONUMENTED       CGS
 BS0626  HISTORY     - 1975     GOOD             NGS
 BS0626
 BS0626                          STATION DESCRIPTION
 BS0626
 BS0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BS0626'2.8 NE FROM NASHVILLE.
 BS0626'ABOUT 2.8 MILES NORTHEAST ALONG STATE HIGHWAY 76 FROM THE COURT
 BS0626'HOUSE AT NASHVILLE, AT A DIRT ROAD CROSSING, SET IN THE TOP OF
 BS0626'THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 40-FOOT CONCRETE
 BS0626'BRIDGE THAT IS UNDER BOTH THE HIGHWAY AND THE RAILROAD, 18 FEET
 BS0626'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTHWEST
 BS0626'OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET NORTHEAST OF THE
 BS0626'SOUTHWEST END OF THE HEADWALL, ABOUT LEVEL WITH THE HIGHWAY.
 BS0626
 BS0626                          STATION RECOVERY (1975)
 BS0626
 BS0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0294 ***********************************************************************
 CM0294  DESIGNATION -  A 179
 CM0294  PID         -  CM0294
 CM0294  STATE/COUNTY-  GA/STEWART
 CM0294  USGS QUAD   -  RICHLAND (1981)
 CM0294
 CM0294                         *CURRENT SURVEY CONTROL
 CM0294  ___________________________________________________________________
 CM0294* NAD 83(1986)-  32 06 43.     (N)    084 40 36.     (W)     SCALED    
 CM0294* NAVD 88     -       189.570  (meters)     621.95   (feet)  ADJUSTED  
 CM0294  ___________________________________________________________________
 CM0294  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CM0294  DYNAMIC HT  -         189.350 (meters)     621.23  (feet)  COMP
 CM0294  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CM0294
 CM0294  VERT ORDER  -  FIRST     CLASS I
 CM0294
 CM0294.The horizontal coordinates were scaled from a topographic map and have
 CM0294.an estimated accuracy of +/- 6 seconds.
 CM0294
 CM0294.The orthometric height was determined by differential leveling
 CM0294.and adjusted by the National Geodetic Survey in June 1991..
 CM0294
 CM0294.The geoid height was determined by GEOID03.
 CM0294
 CM0294.The dynamic height is computed by dividing the NAVD 88
 CM0294.geopotential number by the normal gravity value computed on the
 CM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0294.degrees latitude (g = 980.6199 gals.).
 CM0294
 CM0294.The modeled gravity was interpolated from observed gravity values.
 CM0294
 CM0294;                    North         East    Units  Estimated Accuracy
 CM0294;SPC GA W     -   234,240.      651,870.      MT  (+/- 180 meters Scaled)
 CM0294
 CM0294                          SUPERSEDED SURVEY CONTROL
 CM0294
 CM0294  NGVD 29 (??/??/92)  189.606  (m)          622.07   (f) ADJ UNCH    1 1
 CM0294
 CM0294.Superseded values are not recommended for survey control.
 CM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0294.See file dsdata.txt to determine how the superseded data were derived.
 CM0294
 CM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA192552(NAD 83)
 CM0294_MARKER: DB = BENCH MARK DISK
 CM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0294_STAMPING: A 179 1958
 CM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0294+STABILITY: SURFACE MOTION
 CM0294
 CM0294  HISTORY     - Date     Condition        Report By
 CM0294  HISTORY     - 1958     MONUMENTED       CGS
 CM0294  HISTORY     - 1974     GOOD             NGS
 CM0294
 CM0294                          STATION DESCRIPTION
 CM0294
 CM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0294'1.6 MI NW FROM RICHLAND.
 CM0294'ABOUT 1.55 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0294'FROM THE STATION AT RICHLAND, AT A NARROW DIRT ROAD CROSSING,
 CM0294'73 1/2 FEET EAST OF THE EAST RAIL, 288 FEET SOUTHEAST OF AND
 CM0294'ACROSS THE TRACK FROM MILE POST 37, 89 FEET NORTHEAST OF THE
 CM0294'CENTER LINE OF THE CROSSING, 26 1/2 FEET WEST OF THE RIGHT-OF-WAY
 CM0294'FENCE LINE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 CM0294'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 CM0294'POST PROJECTING 4 INCHES.
 CM0294
 CM0294                          STATION RECOVERY (1974)
 CM0294
 CM0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CM0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0329 ***********************************************************************
 EE0329  DESIGNATION -  A 180
 EE0329  PID         -  EE0329
 EE0329  STATE/COUNTY-  GA/WHITFIELD
 EE0329  USGS QUAD   -  COHUTTA (1982)
 EE0329
 EE0329                         *CURRENT SURVEY CONTROL
 EE0329  ___________________________________________________________________
 EE0329* NAD 83(1986)-  34 58 24.     (N)    084 57 01.     (W)     SCALED    
 EE0329* NAVD 88     -       255.269  (meters)     837.50   (feet)  ADJUSTED  
 EE0329  ___________________________________________________________________
 EE0329  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 EE0329  DYNAMIC HT  -         255.014 (meters)     836.66  (feet)  COMP
 EE0329  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 EE0329
 EE0329  VERT ORDER  -  FIRST     CLASS I
 EE0329
 EE0329.The horizontal coordinates were scaled from a topographic map and have
 EE0329.an estimated accuracy of +/- 6 seconds.
 EE0329
 EE0329.The orthometric height was determined by differential leveling
 EE0329.and adjusted by the National Geodetic Survey in June 1991..
 EE0329.WARNING-Repeat measurements at this control monument indicate possible
 EE0329.vertical movement.
 EE0329
 EE0329.The geoid height was determined by GEOID03.
 EE0329
 EE0329.The dynamic height is computed by dividing the NAVD 88
 EE0329.geopotential number by the normal gravity value computed on the
 EE0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0329.degrees latitude (g = 980.6199 gals.).
 EE0329
 EE0329.The modeled gravity was interpolated from observed gravity values.
 EE0329
 EE0329;                    North         East    Units  Estimated Accuracy
 EE0329;SPC GA W     -   551,750.      628,450.      MT  (+/- 180 meters Scaled)
 EE0329
 EE0329                          SUPERSEDED SURVEY CONTROL
 EE0329
 EE0329  NGVD 29 (??/??/92)  255.26   (m)          837.5    (f) COMPUTED    1 1
 EE0329
 EE0329.Superseded values are not recommended for survey control.
 EE0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0329.See file dsdata.txt to determine how the superseded data were derived.
 EE0329
 EE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD871720(NAD 83)
 EE0329_MARKER: DB = BENCH MARK DISK
 EE0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0329_SP_SET: HEADWALL CULVERT
 EE0329_STAMPING: A 180 1936
 EE0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0329+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EE0329
 EE0329  HISTORY     - Date     Condition        Report By
 EE0329  HISTORY     - 1936     MONUMENTED       CGS
 EE0329  HISTORY     - 1968     GOOD             NGS
 EE0329  HISTORY     - 20040826 GOOD             TVA
 EE0329
 EE0329                          STATION DESCRIPTION
 EE0329
 EE0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0329'1 MI N FROM COHUTTA.
 EE0329'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0329'AT COHUTTA, 131 FEET NORTHWEST OF THE CENTER OF A BLACKTOP
 EE0329'ROAD CROSSING, SET IN THE TOP OF THE SOUTH END OF THE EAST
 EE0329'HEAD WALL TO A 6-FOOT CONCRETE BOX CULVERT UNDER THE ROAD AND
 EE0329'OVER A SMALL STREAM THAT LEADS TO THE TANKS OF THE COHUTTA
 EE0329'NATIONAL FISH HATCHERY, 61.2 FEET WEST OF THE WEST RAIL, 9 1/2
 EE0329'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF THE
 EE0329'SOUTH END OF THE HEAD WALL AND 1 FOOT ABOVE THE LEVEL OF THE
 EE0329'ROAD AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 EE0329
 EE0329                          STATION RECOVERY (2004)
 EE0329
 EE0329'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 EE0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0474 ***********************************************************************
 EE0474  DESIGNATION -  A 181
 EE0474  PID         -  EE0474
 EE0474  STATE/COUNTY-  GA/GORDON
 EE0474  USGS QUAD   -  SUGAR VALLEY (1981)
 EE0474
 EE0474                         *CURRENT SURVEY CONTROL
 EE0474  ___________________________________________________________________
 EE0474* NAD 83(1986)-  34 31 02.     (N)    085 01 09.     (W)     SCALED    
 EE0474* NAVD 88     -       193.875  (meters)     636.07   (feet)  ADJUSTED  
 EE0474  ___________________________________________________________________
 EE0474  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE0474  DYNAMIC HT  -         193.677 (meters)     635.42  (feet)  COMP
 EE0474  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 EE0474
 EE0474  VERT ORDER  -  FIRST     CLASS II
 EE0474
 EE0474.The horizontal coordinates were scaled from a topographic map and have
 EE0474.an estimated accuracy of +/- 6 seconds.
 EE0474
 EE0474.The orthometric height was determined by differential leveling
 EE0474.and adjusted by the National Geodetic Survey in June 1991..
 EE0474
 EE0474.The geoid height was determined by GEOID03.
 EE0474
 EE0474.The dynamic height is computed by dividing the NAVD 88
 EE0474.geopotential number by the normal gravity value computed on the
 EE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0474.degrees latitude (g = 980.6199 gals.).
 EE0474
 EE0474.The modeled gravity was interpolated from observed gravity values.
 EE0474
 EE0474;                    North         East    Units  Estimated Accuracy
 EE0474;SPC GA W     -   501,200.      621,730.      MT  (+/- 180 meters Scaled)
 EE0474
 EE0474                          SUPERSEDED SURVEY CONTROL
 EE0474
 EE0474  NGVD 29 (??/??/92)  193.865  (m)          636.04   (f) ADJ UNCH    1 2
 EE0474
 EE0474.Superseded values are not recommended for survey control.
 EE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0474.See file dsdata.txt to determine how the superseded data were derived.
 EE0474
 EE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD818212(NAD 83)
 EE0474_MARKER: DB = BENCH MARK DISK
 EE0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0474_STAMPING: A 181 1936
 EE0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0474+STABILITY: SURFACE MOTION
 EE0474
 EE0474  HISTORY     - Date     Condition        Report By
 EE0474  HISTORY     - 1936     MONUMENTED       CGS
 EE0474  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0474
 EE0474                          STATION DESCRIPTION
 EE0474
 EE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 EE0474'2.8 MI S FROM SUGAR VALLEY.
 EE0474'2.8 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EE0474'SUGAR VALLEY, 46 FEET SOUTHWEST OF MILEPOST 58, ON PROPERTY OF ED
 EE0474'TIPTON, AT A ROAD CROSSING, 25 FEET WEST OF THE WEST RAIL, 21
 EE0474'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 39 PACES EAST OF AN
 EE0474'18-INCH WHITE OAK TREE, 26 FEET EAST OF A CROSSING SIGN, IN THE
 EE0474'NORTHEAST CORNER OF AN OLD COTTON PATCH, ON A BANK, AND 1-1/2
 EE0474'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 181 1936
 EE0474'AND SET IN THE TOP OF A CONCRETE POST.
 EE0474
 EE0474                          STATION RECOVERY (1968)
 EE0474
 EE0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EE0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0498 ***********************************************************************
 EE0498  DESIGNATION -  A 182
 EE0498  PID         -  EE0498
 EE0498  STATE/COUNTY-  GA/POLK
 EE0498  USGS QUAD   -  ROCKMART NORTH (1973)
 EE0498
 EE0498                         *CURRENT SURVEY CONTROL
 EE0498  ___________________________________________________________________
 EE0498* NAD 83(1986)-  34 04 40.     (N)    085 05 59.     (W)     SCALED    
 EE0498* NAVD 88     -       248.636  (meters)     815.73   (feet)  ADJUSTED  
 EE0498  ___________________________________________________________________
 EE0498  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE0498  DYNAMIC HT  -         248.375 (meters)     814.88  (feet)  COMP
 EE0498  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 EE0498
 EE0498  VERT ORDER  -  FIRST     CLASS I
 EE0498
 EE0498.The horizontal coordinates were scaled from a topographic map and have
 EE0498.an estimated accuracy of +/- 6 seconds.
 EE0498
 EE0498.The orthometric height was determined by differential leveling
 EE0498.and adjusted by the National Geodetic Survey in June 1991..
 EE0498
 EE0498.The geoid height was determined by GEOID03.
 EE0498
 EE0498.The dynamic height is computed by dividing the NAVD 88
 EE0498.geopotential number by the normal gravity value computed on the
 EE0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0498.degrees latitude (g = 980.6199 gals.).
 EE0498
 EE0498.The modeled gravity was interpolated from observed gravity values.
 EE0498
 EE0498;                    North         East    Units  Estimated Accuracy
 EE0498;SPC GA W     -   452,520.      613,890.      MT  (+/- 180 meters Scaled)
 EE0498
 EE0498                          SUPERSEDED SURVEY CONTROL
 EE0498
 EE0498  NGVD 29 (??/??/92)  248.573  (m)          815.53   (f) ADJ UNCH    1 1
 EE0498
 EE0498.Superseded values are not recommended for survey control.
 EE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0498.See file dsdata.txt to determine how the superseded data were derived.
 EE0498
 EE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC753724(NAD 83)
 EE0498_MARKER: DB = BENCH MARK DISK
 EE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0498_STAMPING: A 182 1936
 EE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0498+STABILITY: SURFACE MOTION
 EE0498
 EE0498  HISTORY     - Date     Condition        Report By
 EE0498  HISTORY     - 1936     MONUMENTED       CGS
 EE0498  HISTORY     - 1968     GOOD             NGS
 EE0498
 EE0498                          STATION DESCRIPTION
 EE0498
 EE0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0498'6.8 MI N FROM ROCKMART.
 EE0498'ABOUT 6.85 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION
 EE0498'OF U.S. HIGHWAY 278 AT ROCKMART, ALSO ABOUT 3.4 MILES NORTH ALONG
 EE0498'THE SOUTHERN RAILWAY FROM THE STATION AT ARAGON, ABOUT 0.2 MILE
 EE0498'SOUTHEAST OF MILEPOST 95, ABOUT 45 YARDS SOUTHWEST OF THE CENTER
 EE0498'OF THE INTERSECTION OF THE HIGHWAY AND A BLACKTOP ROAD, 32 FEET
 EE0498'SOUTHWEST OF THE SOUTHWEST RAIL AT THE CENTER LINE OF THE ROAD,
 EE0498'19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 EE0498'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 EE0498'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE
 EE0498'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0228 ***********************************************************************
 DF0228  DESIGNATION -  A 186
 DF0228  PID         -  DF0228
 DF0228  STATE/COUNTY-  GA/RICHMOND
 DF0228  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0228
 DF0228                         *CURRENT SURVEY CONTROL
 DF0228  ___________________________________________________________________
 DF0228* NAD 83(1986)-  33 28 09.     (N)    082 02 06.     (W)     SCALED    
 DF0228* NAVD 88     -       130.883  (meters)     429.41   (feet)  ADJUSTED  
 DF0228  ___________________________________________________________________
 DF0228  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF0228  DYNAMIC HT  -         130.745 (meters)     428.95  (feet)  COMP
 DF0228  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DF0228
 DF0228  VERT ORDER  -  FIRST     CLASS II
 DF0228
 DF0228.The horizontal coordinates were scaled from a topographic map and have
 DF0228.an estimated accuracy of +/- 6 seconds.
 DF0228
 DF0228.The orthometric height was determined by differential leveling
 DF0228.and adjusted by the National Geodetic Survey in June 1991..
 DF0228
 DF0228.The geoid height was determined by GEOID03.
 DF0228
 DF0228.The dynamic height is computed by dividing the NAVD 88
 DF0228.geopotential number by the normal gravity value computed on the
 DF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0228.degrees latitude (g = 980.6199 gals.).
 DF0228
 DF0228.The modeled gravity was interpolated from observed gravity values.
 DF0228
 DF0228;                    North         East    Units  Estimated Accuracy
 DF0228;SPC GA E     -   384,640.      212,240.      MT  (+/- 180 meters Scaled)
 DF0228
 DF0228                          SUPERSEDED SURVEY CONTROL
 DF0228
 DF0228  NGVD 29 (??/??/92)  131.118  (m)          430.18   (f) ADJ UNCH    1 2
 DF0228
 DF0228.Superseded values are not recommended for survey control.
 DF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0228.See file dsdata.txt to determine how the superseded data were derived.
 DF0228
 DF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT038037(NAD 83)
 DF0228_MARKER: DB = BENCH MARK DISK
 DF0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0228_SP_SET: BUILDING
 DF0228_STAMPING: A 186 1944 430.117
 DF0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0228
 DF0228  HISTORY     - Date     Condition        Report By
 DF0228  HISTORY     - 1944     MONUMENTED       CGS
 DF0228  HISTORY     - 1962     GOOD             NGS
 DF0228
 DF0228                          STATION DESCRIPTION
 DF0228
 DF0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0228'8.5 MI SW FROM AUGUSTA.
 DF0228'ABOUT 6.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE
 DF0228'SOUTHWEST END OF THE SAVANNAH RIVER BRIDGE AT AUGUSTA, THENCE 1.55
 DF0228'MILES NORTHEAST ALONG WHEELESS ROAD AND HIGHLAND AVENUE, THENCE
 DF0228'0.2 MILE NORTHWEST ALONG WRIGHTSBORO ROAD, AT DANIEL FIELD,.
 DF0228'SET VERTICALLY IN THE SOUTHWEST CONCRETE WALL OF THE ADMINISTRATION
 DF0228'BUILDING AND THE CONTROL TOWER, 17 FEET SOUTHEAST OF THE WEST
 DF0228'CORNER OF THE BUILDING, 13 FEET NORTHWEST OF THE CENTER OF THE
 DF0228'SOUTHWEST ENTRANCE TO THE BUILDING AND 4 FEET ABOVE THE LEVEL
 DF0228'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1709 ***********************************************************************
 BE1709  DESIGNATION -  A 187
 BE1709  PID         -  BE1709
 BE1709  STATE/COUNTY-  GA/DECATUR
 BE1709  USGS QUAD   -  BAINBRIDGE (1974)
 BE1709
 BE1709                         *CURRENT SURVEY CONTROL
 BE1709  ___________________________________________________________________
 BE1709* NAD 83(1986)-  30 59 11.     (N)    084 37 06.     (W)     SCALED    
 BE1709* NAVD 88     -        42.843  (meters)     140.56   (feet)  ADJUSTED  
 BE1709  ___________________________________________________________________
 BE1709  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1709  DYNAMIC HT  -          42.789 (meters)     140.38  (feet)  COMP
 BE1709  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 BE1709
 BE1709  VERT ORDER  -  FIRST     CLASS I
 BE1709
 BE1709.The horizontal coordinates were scaled from a topographic map and have
 BE1709.an estimated accuracy of +/- 6 seconds.
 BE1709
 BE1709.The orthometric height was determined by differential leveling
 BE1709.and adjusted by the National Geodetic Survey in June 1991..
 BE1709
 BE1709.The geoid height was determined by GEOID03.
 BE1709
 BE1709.The dynamic height is computed by dividing the NAVD 88
 BE1709.geopotential number by the normal gravity value computed on the
 BE1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1709.degrees latitude (g = 980.6199 gals.).
 BE1709
 BE1709.The modeled gravity was interpolated from observed gravity values.
 BE1709
 BE1709;                    North         East    Units  Estimated Accuracy
 BE1709;SPC GA W     -   109,430.      656,860.      MT  (+/- 180 meters Scaled)
 BE1709
 BE1709                          SUPERSEDED SURVEY CONTROL
 BE1709
 BE1709  NGVD 29 (??/??/92)   42.953  (m)          140.92   (f) ADJ UNCH    1 1
 BE1709
 BE1709.Superseded values are not recommended for survey control.
 BE1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1709.See file dsdata.txt to determine how the superseded data were derived.
 BE1709
 BE1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV274305(NAD 83)
 BE1709_MARKER: DB = BENCH MARK DISK
 BE1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1709_STAMPING: A 187 1944
 BE1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1709+STABILITY: SURFACE MOTION
 BE1709
 BE1709  HISTORY     - Date     Condition        Report By
 BE1709  HISTORY     - 1944     MONUMENTED       CGS
 BE1709  HISTORY     - 1958     GOOD             NGS
 BE1709  HISTORY     - 1973     GOOD             NGS
 BE1709
 BE1709                          STATION DESCRIPTION
 BE1709
 BE1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE1709'5.4 MI NW FROM WEST BAINBRIDGE.
 BE1709'ABOUT 5.35 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE1709'FROM ITS JUNCTION WITH THE ATLANTIC COAST LINE RAILROAD AT
 BE1709'WEST BAINBRIDGE, 0.35 MILES NORTHWEST OF MILE POST 96, AT THE
 BE1709'JUNCTION OF U.S. HIGHWAY 27 AND A BLACK TOP ROAD WEST TO
 BE1709'BAINBRIDGE AIR FIELD, 56 FEET SOUTHWEST OF THE CENTER LINE OF
 BE1709'HIGHWAY 27, 120 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST
 BE1709'END OF AN ISLAND BETWEEN LANES OF BLACK TOP ROAD WEST, 25 1/2
 BE1709'FEET SOUTH-SOUTHEAST OF A TELEGRAPH POLE, 8 FEET WEST-NORTHWEST
 BE1709'OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF A FENCE, 1.2 FEET
 BE1709'NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE
 BE1709'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BE1709'PROJECTING 1/2 INCH.
 BE1709
 BE1709                          STATION RECOVERY (1973)
 BE1709
 BE1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE3699 ***********************************************************************
 AE3699  DESIGNATION -  A 187 RESET
 AE3699  PID         -  AE3699
 AE3699  STATE/COUNTY-  GA/DECATUR
 AE3699  USGS QUAD   -  BAINBRIDGE (1974)
 AE3699
 AE3699                         *CURRENT SURVEY CONTROL
 AE3699  ___________________________________________________________________
 AE3699* NAD 83(1986)-  30 59 09.     (N)    084 37 08.     (W)     SCALED    
 AE3699* NAVD 88     -        43.005  (meters)     141.09   (feet)  ADJUSTED  
 AE3699  ___________________________________________________________________
 AE3699  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AE3699  DYNAMIC HT  -          42.951 (meters)     140.92  (feet)  COMP
 AE3699  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 AE3699
 AE3699  VERT ORDER  -  FIRST     CLASS II
 AE3699
 AE3699.The horizontal coordinates were scaled from a topographic map and have
 AE3699.an estimated accuracy of +/- 6 seconds.
 AE3699
 AE3699.The orthometric height was determined by differential leveling
 AE3699.and adjusted by the National Geodetic Survey in April 1998..
 AE3699
 AE3699.The geoid height was determined by GEOID03.
 AE3699
 AE3699.The dynamic height is computed by dividing the NAVD 88
 AE3699.geopotential number by the normal gravity value computed on the
 AE3699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3699.degrees latitude (g = 980.6199 gals.).
 AE3699
 AE3699.The modeled gravity was interpolated from observed gravity values.
 AE3699
 AE3699;                    North         East    Units  Estimated Accuracy
 AE3699;SPC GA W     -   109,370.      656,810.      MT  (+/- 180 meters Scaled)
 AE3699
 AE3699                          SUPERSEDED SURVEY CONTROL
 AE3699
 AE3699.No superseded survey control is available for this station.
 AE3699
 AE3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV273304(NAD 83)
 AE3699_MARKER: DD = SURVEY DISK
 AE3699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3699_STAMPING: A 187 RESET 1988
 AE3699_MARK LOGO: GADT  
 AE3699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3699+STABILITY: SURFACE MOTION
 AE3699
 AE3699  HISTORY     - Date     Condition        Report By
 AE3699  HISTORY     - 1988     MONUMENTED       GADT
 AE3699  HISTORY     - 19960228 GOOD             NGS
 AE3699
 AE3699                          STATION DESCRIPTION
 AE3699
 AE3699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 AE3699'TO REACH THE MARK FROM THE NORTH END OF US 27 BRIDGE OVER THE FLINT
 AE3699'RIVER AT BAINBRIDGE, TRAVEL 5.85 MILES (9.41 KM) NORTH AND NW ALONG US
 AE3699'27 TO THE MARK ON THE LEFT, 4.75 MILES (7.64 KM) NORTH FROM THE
 AE3699'JUNCTION OF US 27 AND US 84, AT THE JUNCTION OF BRINSON RD TURNING OFF
 AE3699'WEST, 0.2 MILES (0.3 KM) NW OF MAIN ENTRANCE TO AMOCO BAINBRIDGE
 AE3699'MILLS, 135 FT (41.1 M) SE OF BRINSON RD, 67 FT (20.4 M) SW OF S-BD HWY
 AE3699'LANES, 29 FT (8.8 M) NW OF OUTSIDE FENCE CORNER OF FENCE AROUND
 AE3699'SUB-STATION, 25 FT (7.6 M) NORTH OF INSIDE FENCE CORNER, 5.5 FT (1.7
 AE3699'M) NORTH OF WITNESS POST AT NORTH EDGE OF LARGE CONCRETE POWER POLE 7,
 AE3699'6 FT (1.8 M) ABOVE HWY, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1704 ***********************************************************************
 BE1704  DESIGNATION -  A 188
 BE1704  PID         -  BE1704
 BE1704  STATE/COUNTY-  GA/DECATUR
 BE1704  USGS QUAD   -  BRINSON (1974)
 BE1704
 BE1704                         *CURRENT SURVEY CONTROL
 BE1704  ___________________________________________________________________
 BE1704* NAD 83(1986)-  30 58 31.     (N)    084 37 44.     (W)     SCALED    
 BE1704* NAVD 88     -        39.362  (meters)     129.14   (feet)  ADJUSTED  
 BE1704  ___________________________________________________________________
 BE1704  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE1704  DYNAMIC HT  -          39.313 (meters)     128.98  (feet)  COMP
 BE1704  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 BE1704
 BE1704  VERT ORDER  -  FIRST     CLASS II
 BE1704
 BE1704.The horizontal coordinates were scaled from a topographic map and have
 BE1704.an estimated accuracy of +/- 6 seconds.
 BE1704
 BE1704.The orthometric height was determined by differential leveling
 BE1704.and adjusted by the National Geodetic Survey in June 1991..
 BE1704
 BE1704.The geoid height was determined by GEOID03.
 BE1704
 BE1704.The dynamic height is computed by dividing the NAVD 88
 BE1704.geopotential number by the normal gravity value computed on the
 BE1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1704.degrees latitude (g = 980.6199 gals.).
 BE1704
 BE1704.The modeled gravity was interpolated from observed gravity values.
 BE1704
 BE1704;                    North         East    Units  Estimated Accuracy
 BE1704;SPC GA W     -   108,200.      655,850.      MT  (+/- 180 meters Scaled)
 BE1704
 BE1704                          SUPERSEDED SURVEY CONTROL
 BE1704
 BE1704  NGVD 29 (??/??/92)   39.482  (m)          129.53   (f) ADJ UNCH    1 2
 BE1704
 BE1704.Superseded values are not recommended for survey control.
 BE1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1704.See file dsdata.txt to determine how the superseded data were derived.
 BE1704
 BE1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV264292(NAD 83)
 BE1704_MARKER: DB = BENCH MARK DISK
 BE1704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1704_SP_SET: HANGER
 BE1704_STAMPING: A 188 1944
 BE1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1704
 BE1704  HISTORY     - Date     Condition        Report By
 BE1704  HISTORY     - 1944     MONUMENTED       CGS
 BE1704  HISTORY     - 1958     GOOD             NGS
 BE1704  HISTORY     - 19960424 MARK NOT FOUND   NGS
 BE1704
 BE1704                          STATION DESCRIPTION
 BE1704
 BE1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE1704'5.4 MI NW FROM WEST BAINBRIDGE.
 BE1704'ABOUT 4.4 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE1704'FROM ITS JUNCTION WITH THE ATLANTIC COAST LINE RAILROAD AT
 BE1704'WEST BAINBRIDGE, THENCE 1.0 MILES WEST ACROSS THE AIRPORT
 BE1704'GROUNDS, AT HANGER T 151, 74 FEET NORTH OF THE NORTH EDGE OF
 BE1704'THE TAXIWAY AT FIRE HYDRANT TEC 5, 12.1 FEET WEST OF THE
 BE1704'SOUTHEAST CORNER OF THE HANGER, SET IN THE TOP OF THE CONCRETE
 BE1704'TAXIWAY LEADING INTO A HANGER.
 BE1704
 BE1704                          STATION RECOVERY (1996)
 BE1704
 BE1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BE1704'THIS MARK, IF IT STILL EXISTS, IS FIRST OF ALL NOW INSIDE THE ADDITION
 BE1704'TO A FORMER HANGAR THAT IS USED AS A COTTON WAREHOUSE AND SECOND IS
 BE1704'UNDER ONE OR TWO INCHES OF CONCRETE POURED TO LEVEL THE FLOOR.  THE
 BE1704'FIRE HYDRANT AND NORTH EDGE OF TAXIWAY ARE STILL THERE TO MEASURE
 BE1704'FROM, SO THE LOCATION CAN BE DETERMINED PRETTY DEFINITELY.  IF SOMEONE
 BE1704'WANTED TO TAKE THE TROUBLE, PERMISSION COULD PROBABLY BE OBTAINED FROM
 BE1704'THE MANAGER OF THE COUNTY AIRPORT/INDUSTRIAL PARK, OLLIE BROWN, PHONE
 BE1704'912-248-3004 TO EXPOSE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0726 ***********************************************************************
 BR0726  DESIGNATION -  A 189
 BR0726  PID         -  BR0726
 BR0726  STATE/COUNTY-  GA/LIBERTY
 BR0726  USGS QUAD   -  HINESVILLE (1973)
 BR0726
 BR0726                         *CURRENT SURVEY CONTROL
 BR0726  ___________________________________________________________________
 BR0726* NAD 83(1986)-  31 50 12.     (N)    081 32 11.     (W)     SCALED    
 BR0726* NAVD 88     -         5.127  (meters)      16.82   (feet)  ADJUSTED  
 BR0726  ___________________________________________________________________
 BR0726  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 BR0726  DYNAMIC HT  -           5.121 (meters)      16.80  (feet)  COMP
 BR0726  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 BR0726
 BR0726  VERT ORDER  -  SECOND    CLASS 0
 BR0726
 BR0726.The horizontal coordinates were scaled from a topographic map and have
 BR0726.an estimated accuracy of +/- 6 seconds.
 BR0726
 BR0726.The orthometric height was determined by differential leveling
 BR0726.and adjusted by the National Geodetic Survey in June 1991..
 BR0726
 BR0726.The geoid height was determined by GEOID03.
 BR0726
 BR0726.The dynamic height is computed by dividing the NAVD 88
 BR0726.geopotential number by the normal gravity value computed on the
 BR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0726.degrees latitude (g = 980.6199 gals.).
 BR0726
 BR0726.The modeled gravity was interpolated from observed gravity values.
 BR0726
 BR0726;                    North         East    Units  Estimated Accuracy
 BR0726;SPC GA E     -   203,780.      259,660.      MT  (+/- 180 meters Scaled)
 BR0726
 BR0726                          SUPERSEDED SURVEY CONTROL
 BR0726
 BR0726  NGVD 29 (??/??/92)    5.435  (m)           17.83   (f) ADJ UNCH    2 0
 BR0726
 BR0726.Superseded values are not recommended for survey control.
 BR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0726.See file dsdata.txt to determine how the superseded data were derived.
 BR0726
 BR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR492224(NAD 83)
 BR0726_MARKER: DB = BENCH MARK DISK
 BR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0726_STAMPING: A 189 1945
 BR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0726+STABILITY: SURFACE MOTION
 BR0726
 BR0726  HISTORY     - Date     Condition        Report By
 BR0726  HISTORY     - 1945     MONUMENTED       CGS
 BR0726  HISTORY     - 1958     GOOD             NGS
 BR0726
 BR0726                          STATION DESCRIPTION
 BR0726
 BR0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BR0726'0.9 MI NW FROM MCINTOSH.
 BR0726'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 38 FROM THE CROSSING
 BR0726'OF ATLANTIC COAST LINE RAILROAD AT MCINTOSH, 50 FEET SOUTHWEST OF
 BR0726'CENTER LINE OF HIGHWAY, 289 FEET NORTHWEST OF CENTERLINE OF A
 BR0726'DRIVE SOUTHWEST TO AN ABANDONED SAW MILL (LARGE PILES OF SAWDUST
 BR0726'ARE STILL IN EVIDENCE), 181/2 FEET SOUTH OF SOUTHEAST END OF A 20
 BR0726'INCH CONCRETE PIPE CULVERT UNDER AN ABANDONED DRIVE SOUTHWEST,
 BR0726'41/2 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 127, 1 1/2 FEET
 BR0726'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY
 BR0726'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BR0726
 BR0726                          STATION RECOVERY (1958)
 BR0726
 BR0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BR0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0697 ***********************************************************************
 EE0697  DESIGNATION -  A 191
 EE0697  PID         -  EE0697
 EE0697  STATE/COUNTY-  GA/CHATTOOGA
 EE0697  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE0697
 EE0697                         *CURRENT SURVEY CONTROL
 EE0697  ___________________________________________________________________
 EE0697* NAD 83(1986)-  34 20 29.     (N)    085 27 07.     (W)     SCALED    
 EE0697* NAVD 88     -       182.808  (meters)     599.76   (feet)  ADJUSTED  
 EE0697  ___________________________________________________________________
 EE0697  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0697  DYNAMIC HT  -         182.622 (meters)     599.15  (feet)  COMP
 EE0697  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EE0697
 EE0697  VERT ORDER  -  SECOND    CLASS 0
 EE0697
 EE0697.The horizontal coordinates were scaled from a topographic map and have
 EE0697.an estimated accuracy of +/- 6 seconds.
 EE0697
 EE0697.The orthometric height was determined by differential leveling
 EE0697.and adjusted by the National Geodetic Survey in June 1991..
 EE0697
 EE0697.The geoid height was determined by GEOID03.
 EE0697
 EE0697.The dynamic height is computed by dividing the NAVD 88
 EE0697.geopotential number by the normal gravity value computed on the
 EE0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0697.degrees latitude (g = 980.6199 gals.).
 EE0697
 EE0697.The modeled gravity was interpolated from observed gravity values.
 EE0697
 EE0697;                    North         East    Units  Estimated Accuracy
 EE0697;SPC GA W     -   482,120.      581,750.      MT  (+/- 180 meters Scaled)
 EE0697
 EE0697                          SUPERSEDED SURVEY CONTROL
 EE0697
 EE0697  NGVD 29 (??/??/92)  182.786  (m)          599.69   (f) ADJ UNCH    2 0
 EE0697
 EE0697.Superseded values are not recommended for survey control.
 EE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0697.See file dsdata.txt to determine how the superseded data were derived.
 EE0697
 EE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD423010(NAD 83)
 EE0697_MARKER: DB = BENCH MARK DISK
 EE0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0697_SP_SET: CULVERT
 EE0697_STAMPING: A 191 1948
 EE0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0697
 EE0697  HISTORY     - Date     Condition        Report By
 EE0697  HISTORY     - 1948     MONUMENTED       CGS
 EE0697  HISTORY     - 1972     GOOD             NGS
 EE0697
 EE0697                          STATION DESCRIPTION
 EE0697
 EE0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0697'5 MI SW FROM LYERLY.
 EE0697'ABOUT 5.05 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE
 EE0697'POST OFFICE AT LYERLY, 0.4 MILE SOUTHWEST OF THE INTERSECTION
 EE0697'OF THE HIGHWAY AND A PAVED ROAD AT CHATTOOGA, 20 FEET NORTHWEST OF
 EE0697'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 1.3 FEET
 EE0697'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST, 17 1/2-FOOT,
 EE0697'CONCRETE HEADWALL FOR A 2-CHANNEL, 14 1/2-FOOT, CONCRETE CULVERT,
 EE0697'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0682 ***********************************************************************
 EE0682  DESIGNATION -  A 192
 EE0682  PID         -  EE0682
 EE0682  STATE/COUNTY-  GA/CHATTOOGA
 EE0682  USGS QUAD   -  LYERLY (1981)
 EE0682
 EE0682                         *CURRENT SURVEY CONTROL
 EE0682  ___________________________________________________________________
 EE0682* NAD 83(1986)-  34 28 41.     (N)    085 24 38.     (W)     SCALED    
 EE0682* NAVD 88     -       211.283  (meters)     693.18   (feet)  ADJUSTED  
 EE0682  ___________________________________________________________________
 EE0682  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE0682  DYNAMIC HT  -         211.070 (meters)     692.49  (feet)  COMP
 EE0682  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EE0682
 EE0682  VERT ORDER  -  SECOND    CLASS 0
 EE0682
 EE0682.The horizontal coordinates were scaled from a topographic map and have
 EE0682.an estimated accuracy of +/- 6 seconds.
 EE0682
 EE0682.The orthometric height was determined by differential leveling
 EE0682.and adjusted by the National Geodetic Survey in June 1991..
 EE0682
 EE0682.The geoid height was determined by GEOID03.
 EE0682
 EE0682.The dynamic height is computed by dividing the NAVD 88
 EE0682.geopotential number by the normal gravity value computed on the
 EE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0682.degrees latitude (g = 980.6199 gals.).
 EE0682
 EE0682.The modeled gravity was interpolated from observed gravity values.
 EE0682
 EE0682;                    North         East    Units  Estimated Accuracy
 EE0682;SPC GA W     -   497,230.      585,740.      MT  (+/- 180 meters Scaled)
 EE0682
 EE0682                          SUPERSEDED SURVEY CONTROL
 EE0682
 EE0682  NGVD 29 (??/??/92)  211.256  (m)          693.10   (f) ADJ UNCH    2 0
 EE0682
 EE0682.Superseded values are not recommended for survey control.
 EE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0682.See file dsdata.txt to determine how the superseded data were derived.
 EE0682
 EE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD459163(NAD 83)
 EE0682_MARKER: DB = BENCH MARK DISK
 EE0682_SETTING: 80 = SET IN A BOULDER
 EE0682_SP_SET: BOULDER
 EE0682_STAMPING: A 192 1948
 EE0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0682+STABILITY: SURFACE MOTION
 EE0682
 EE0682  HISTORY     - Date     Condition        Report By
 EE0682  HISTORY     - 1948     MONUMENTED       CGS
 EE0682  HISTORY     - 1972     GOOD             NGS
 EE0682
 EE0682                          STATION DESCRIPTION
 EE0682
 EE0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0682'4.1 MI E FROM MENLO.
 EE0682'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 48 FROM THE CROSSING OF
 EE0682'THE HIGHWAY AND THE TENNESSEE, ALABAMA AND GEORGIA RAILWAY AT
 EE0682'MENLO, OR ABOUT 0.05 MILE WEST ALONG U.S. HIGHWAY 27 FROM THE POST
 EE0682'OFFICE AT SUMMERVILLE, THENCE 3.8 MILES WEST ALONG STATE HIGHWAY
 EE0682'48, 0.15 MILE WEST OF A ROAD LEADING SOUTH TO THE SUMMERVILLE
 EE0682'FISH HATCHERY, AT THE CREST OF A SMALL RISE ON THE EAST SLOPE OF
 EE0682'A HILL, ON THE INSIDE AND NEAR THE WEST END OF A CURVE IN THE
 EE0682'HIGHWAY, 25 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 EE0682'SET VERTICALLY IN THE NORTH FACE OF AN OUTCROPPING BOULDER IN
 EE0682'THE SOUTH BANK OF A CUT FOR THE HIGHWAY, 115 YARDS EAST OF THE
 EE0682'WEST END OF THE CUT, 60 1/2 FEET SOUTH OF A POWER POLE WHICH
 EE0682'IS BRACED BY A GUY WIRE AND IS THE 1ST POWER POLE EAST OF A
 EE0682'POWER POLE THAT BEARS A TRANSFORMER AND A POWER LINE THAT CROSSES
 EE0682'THE HIGHWAY TO THE SOUTH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EE0682'HIGHWAY, AND 3 FEET ABOVE THE ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0760 ***********************************************************************
 EE0760  DESIGNATION -  A 193
 EE0760  PID         -  EE0760
 EE0760  STATE/COUNTY-  GA/FLOYD
 EE0760  USGS QUAD   -  ROCK MOUNTAIN (1985)
 EE0760
 EE0760                         *CURRENT SURVEY CONTROL
 EE0760  ___________________________________________________________________
 EE0760* NAD 83(1986)-  34 15 12.     (N)    085 22 07.     (W)     SCALED    
 EE0760* NAVD 88     -       179.274  (meters)     588.17   (feet)  ADJUSTED  
 EE0760  ___________________________________________________________________
 EE0760  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE0760  DYNAMIC HT  -         179.090 (meters)     587.56  (feet)  COMP
 EE0760  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 EE0760
 EE0760  VERT ORDER  -  SECOND    CLASS 0
 EE0760
 EE0760.The horizontal coordinates were scaled from a topographic map and have
 EE0760.an estimated accuracy of +/- 6 seconds.
 EE0760
 EE0760.The orthometric height was determined by differential leveling
 EE0760.and adjusted by the National Geodetic Survey in June 1991..
 EE0760
 EE0760.The geoid height was determined by GEOID03.
 EE0760
 EE0760.The dynamic height is computed by dividing the NAVD 88
 EE0760.geopotential number by the normal gravity value computed on the
 EE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0760.degrees latitude (g = 980.6199 gals.).
 EE0760
 EE0760.The modeled gravity was interpolated from observed gravity values.
 EE0760
 EE0760;                    North         East    Units  Estimated Accuracy
 EE0760;SPC GA W     -   472,260.      589,300.      MT  (+/- 180 meters Scaled)
 EE0760
 EE0760                          SUPERSEDED SURVEY CONTROL
 EE0760
 EE0760  NGVD 29 (??/??/92)  179.25   (m)          588.1    (f) COMPUTED    2 0
 EE0760
 EE0760.Superseded values are not recommended for survey control.
 EE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0760.See file dsdata.txt to determine how the superseded data were derived.
 EE0760
 EE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC502914(NAD 83)
 EE0760_MARKER: DB = BENCH MARK DISK
 EE0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0760_SP_SET: BOX CULVERT
 EE0760_STAMPING: A 193 1947
 EE0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0760
 EE0760  HISTORY     - Date     Condition        Report By
 EE0760  HISTORY     - 1947     MONUMENTED       CGS
 EE0760
 EE0760                          STATION DESCRIPTION
 EE0760
 EE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE0760'0.6 MI W FROM COOSA.
 EE0760'ABOUT 0.55 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE FLAG
 EE0760'STOP AT COOSA, ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 20 FROM
 EE0760'THE POST OFFICE AT COOSA, AT A CULVERT UNDER STATE HIGHWAY
 EE0760'20 OPPOSITE RAILROAD TRESTLE NO. 13.7K, SET IN THE TOP OF THE
 EE0760'EAST END OF THE SOUTH HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT,
 EE0760'ABOUT 90 FEET NORTH OF THE TRACK, 25 FEET SOUTH OF THE CENTER
 EE0760'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK AND ABOUT 4 FEET
 EE0760'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0787 ***********************************************************************
 EE0787  DESIGNATION -  A 194
 EE0787  PID         -  EE0787
 EE0787  STATE/COUNTY-  GA/FLOYD
 EE0787  USGS QUAD   -  ROME SOUTH (1985)
 EE0787
 EE0787                         *CURRENT SURVEY CONTROL
 EE0787  ___________________________________________________________________
 EE0787* NAD 83(1986)-  34 13 22.     (N)    085 11 04.     (W)     SCALED    
 EE0787* NAVD 88     -       189.979  (meters)     623.29   (feet)  ADJUSTED  
 EE0787  ___________________________________________________________________
 EE0787  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE0787  DYNAMIC HT  -         189.784 (meters)     622.65  (feet)  COMP
 EE0787  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 EE0787
 EE0787  VERT ORDER  -  SECOND    CLASS 0
 EE0787
 EE0787.The horizontal coordinates were scaled from a topographic map and have
 EE0787.an estimated accuracy of +/- 6 seconds.
 EE0787
 EE0787.The orthometric height was determined by differential leveling
 EE0787.and adjusted by the National Geodetic Survey in June 1991..
 EE0787
 EE0787.The geoid height was determined by GEOID03.
 EE0787
 EE0787.The dynamic height is computed by dividing the NAVD 88
 EE0787.geopotential number by the normal gravity value computed on the
 EE0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0787.degrees latitude (g = 980.6199 gals.).
 EE0787
 EE0787.The modeled gravity was interpolated from observed gravity values.
 EE0787
 EE0787;                    North         East    Units  Estimated Accuracy
 EE0787;SPC GA W     -   468,680.      606,230.      MT  (+/- 180 meters Scaled)
 EE0787
 EE0787                          SUPERSEDED SURVEY CONTROL
 EE0787
 EE0787  NGVD 29 (??/??/92)  189.942  (m)          623.17   (f) ADJ UNCH    2 0
 EE0787
 EE0787.Superseded values are not recommended for survey control.
 EE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0787.See file dsdata.txt to determine how the superseded data were derived.
 EE0787
 EE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC672883(NAD 83)
 EE0787_MARKER: DB = BENCH MARK DISK
 EE0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0787_SP_SET: BUILDING
 EE0787_STAMPING: A 194 1947
 EE0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0787
 EE0787  HISTORY     - Date     Condition        Report By
 EE0787  HISTORY     - 1947     MONUMENTED       CGS
 EE0787  HISTORY     - 1972     GOOD             NGS
 EE0787  HISTORY     - 1982     SEE DESCRIPTION  USE
 EE0787
 EE0787                          STATION DESCRIPTION
 EE0787
 EE0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0787'2.8 MI SW FROM ROME.
 EE0787'ABOUT 2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 53 FROM THE ROME
 EE0787'MUNICIPAL BUILDING AT ROME, 0.3 MILE NORTHWEST OF A CROSSING
 EE0787'OF A PAVED ROAD AND THE SOUTHERN RAILWAY AT ATLANTA JUNCTION,
 EE0787'37 FEET NORTHWEST OF THE CENTER OF A JUNCTION OF THE HIGHWAY
 EE0787'AND A PAVED ROAD THAT LEADS SOUTHEAST TO ATLANTA JUNCTION, 33
 EE0787'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 EE0787'IN THE CENTER OF THE SOUTHEAST FACE OF THE SOUTHWEST BRICK
 EE0787'PILLAR AT THE SOUTHEAST ENTRANCE TO THE DARLINGTON SCHOOL FOR
 EE0787'BOYS, 10 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD,
 EE0787'2.2 FEET ABOVE THE BRICK WALK AT THE FOOT OF THE PILLAR, AND
 EE0787'ABOUT 1 1/2 FEET ABOVE THE HIGHWAY.
 EE0787
 EE0787                          STATION RECOVERY (1982)
 EE0787
 EE0787'RECOVERY NOTE BY US ENGINEERS 1982
 EE0787'PUBLISHED ELEV. IS 623.168, CONTRACTORS ELEV. IS 623.63. IT IS
 EE0787'POSSIBLE THAT A NEW BRICK PILLAR OF THE GATE HAS BEEN BUILT AND THE
 EE0787'CAP WAS REPLACED IN IT'S PRESENT LOCATION BY THE BRICK MASON OR BRICK
 EE0787'LAYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0722 ***********************************************************************
 EE0722  DESIGNATION -  A 195
 EE0722  PID         -  EE0722
 EE0722  STATE/COUNTY-  GA/CHATTOOGA
 EE0722  USGS QUAD   -  SUMMERVILLE (1967)
 EE0722
 EE0722                         *CURRENT SURVEY CONTROL
 EE0722  ___________________________________________________________________
 EE0722* NAD 83(1986)-  34 24 34.     (N)    085 15 25.     (W)     SCALED    
 EE0722* NAVD 88     -       220.596  (meters)     723.74   (feet)  ADJUSTED  
 EE0722  ___________________________________________________________________
 EE0722  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE0722  DYNAMIC HT  -         220.372 (meters)     723.00  (feet)  COMP
 EE0722  MODELED GRAV-     979,615.2   (mgal)                       NAVD 88
 EE0722
 EE0722  VERT ORDER  -  SECOND    CLASS 0
 EE0722
 EE0722.The horizontal coordinates were scaled from a topographic map and have
 EE0722.an estimated accuracy of +/- 6 seconds.
 EE0722
 EE0722.The orthometric height was determined by differential leveling
 EE0722.and adjusted by the National Geodetic Survey in June 1991..
 EE0722
 EE0722.The geoid height was determined by GEOID03.
 EE0722
 EE0722.The dynamic height is computed by dividing the NAVD 88
 EE0722.geopotential number by the normal gravity value computed on the
 EE0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0722.degrees latitude (g = 980.6199 gals.).
 EE0722
 EE0722.The modeled gravity was interpolated from observed gravity values.
 EE0722
 EE0722;                    North         East    Units  Estimated Accuracy
 EE0722;SPC GA W     -   489,460.      599,770.      MT  (+/- 180 meters Scaled)
 EE0722
 EE0722                          SUPERSEDED SURVEY CONTROL
 EE0722
 EE0722  NGVD 29 (??/??/92)  220.566  (m)          723.64   (f) ADJ UNCH    2 0
 EE0722
 EE0722.Superseded values are not recommended for survey control.
 EE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0722.See file dsdata.txt to determine how the superseded data were derived.
 EE0722
 EE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD602089(NAD 83)
 EE0722_MARKER: DB = BENCH MARK DISK
 EE0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0722_STAMPING: A 195 1947
 EE0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0722+STABILITY: SURFACE MOTION
 EE0722
 EE0722  HISTORY     - Date     Condition        Report By
 EE0722  HISTORY     - 1947     MONUMENTED       CGS
 EE0722  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0722
 EE0722                          STATION DESCRIPTION
 EE0722
 EE0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE0722'2.1 MI W FROM CRYSTAL SPRINGS.
 EE0722'ABOUT 2.1 MILES WEST ALONG A ROAD LEADING TO SILVER HILL FROM THE
 EE0722'JUNCTION OF U.S. HIGHWAY 27 AT CRYSTAL SPRINGS, ABOUT 0.15 MILE
 EE0722'SOUTHEAST OF THE JUNCTION OF A ROAD NORTH, IN THE CENTER OF THE
 EE0722'TRIANGLE FORMED BY THE FORKS OF A PRIVATE ROAD LEADING SOUTH TO A
 EE0722'FARM HOUSE, 98 FEET EAST OF THE SOUTHEAST END OF A 12-INCH PIPE
 EE0722'CULVERT UNDER THE MAIN ROAD, 30 FEET SOUTHEAST OF THE CENTER
 EE0722'LINE OF THE MAIN ROAD, 19 FEET WEST OF THE EAST FORK, 35 FEET
 EE0722'NORTHEAST OF THE WEST FORK, 23 FEET NORTHEAST OF A TRIANGULAR BLAZED
 EE0722'16-INCH OAK TREE IN THE TRIANGLE, 2 FEET NORTHEAST OF A WHITE
 EE0722'WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD, AND SET IN THE TOP OF
 EE0722'A CONCRETE POST PROJECTING 6 INCHES.
 EE0722
 EE0722                          STATION RECOVERY (1972)
 EE0722
 EE0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1361 ***********************************************************************
 DG1361  DESIGNATION -  A 196
 DG1361  PID         -  DG1361
 DG1361  STATE/COUNTY-  GA/POLK
 DG1361  USGS QUAD   -  BENEDICT (1980)
 DG1361
 DG1361                         *CURRENT SURVEY CONTROL
 DG1361  ___________________________________________________________________
 DG1361* NAD 83(1986)-  33 57 21.     (N)    085 22 16.     (W)     SCALED    
 DG1361* NAVD 88     -       272.388  (meters)     893.66   (feet)  ADJUSTED  
 DG1361  ___________________________________________________________________
 DG1361  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1361  DYNAMIC HT  -         272.098 (meters)     892.71  (feet)  COMP
 DG1361  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 DG1361
 DG1361  VERT ORDER  -  FIRST     CLASS II
 DG1361
 DG1361.The horizontal coordinates were scaled from a topographic map and have
 DG1361.an estimated accuracy of +/- 6 seconds.
 DG1361
 DG1361.The orthometric height was determined by differential leveling
 DG1361.and adjusted by the National Geodetic Survey in June 1991..
 DG1361
 DG1361.The geoid height was determined by GEOID03.
 DG1361
 DG1361.The dynamic height is computed by dividing the NAVD 88
 DG1361.geopotential number by the normal gravity value computed on the
 DG1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1361.degrees latitude (g = 980.6199 gals.).
 DG1361
 DG1361.The modeled gravity was interpolated from observed gravity values.
 DG1361
 DG1361;                    North         East    Units  Estimated Accuracy
 DG1361;SPC GA W     -   439,260.      588,680.      MT  (+/- 180 meters Scaled)
 DG1361
 DG1361                          SUPERSEDED SURVEY CONTROL
 DG1361
 DG1361  NGVD 29 (??/??/92)  272.312  (m)          893.41   (f) ADJ UNCH    1 2
 DG1361
 DG1361.Superseded values are not recommended for survey control.
 DG1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1361.See file dsdata.txt to determine how the superseded data were derived.
 DG1361
 DG1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC505584(NAD 83)
 DG1361_MARKER: DB = BENCH MARK DISK
 DG1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1361_STAMPING: A 196 1948
 DG1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1361+STABILITY: SURFACE MOTION
 DG1361
 DG1361  HISTORY     - Date     Condition        Report By
 DG1361  HISTORY     - 1948     MONUMENTED       CGS
 DG1361  HISTORY     - 1971     MARK NOT FOUND   NGS
 DG1361
 DG1361                          STATION DESCRIPTION
 DG1361
 DG1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1361'1.1 MI E FROM ESOM.
 DG1361'ABOUT 1.1 MILES EAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1361'STATION AT ESOM, AT A DIRT ROAD CROSSING, 39 FEET NORTHWEST OF
 DG1361'THE CENTER OF THE CROSSING, ABOUT 6 RAILS WEST OF A SIGN ESOM,
 DG1361'2 FEET SOUTHEAST OF A FENCE CORNER, 27 FEET NORTH OF THE CROSSING
 DG1361'WARNING SIGN, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DG1361'2 FEET BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 DG1361'PROJECTING 6 INCHES.
 DG1361
 DG1361                          STATION RECOVERY (1971)
 DG1361
 DG1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0815 ***********************************************************************
 EE0815  DESIGNATION -  A 197
 EE0815  PID         -  EE0815
 EE0815  STATE/COUNTY-  GA/POLK
 EE0815  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0815
 EE0815                         *CURRENT SURVEY CONTROL
 EE0815  ___________________________________________________________________
 EE0815* NAD 83(1986)-  34 00 44.     (N)    085 22 59.     (W)     SCALED    
 EE0815* NAVD 88     -       257.122  (meters)     843.57   (feet)  ADJUSTED  
 EE0815  ___________________________________________________________________
 EE0815  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0815  DYNAMIC HT  -         256.852 (meters)     842.69  (feet)  COMP
 EE0815  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 EE0815
 EE0815  VERT ORDER  -  SECOND    CLASS 0
 EE0815
 EE0815.The horizontal coordinates were scaled from a topographic map and have
 EE0815.an estimated accuracy of +/- 6 seconds.
 EE0815
 EE0815.The orthometric height was determined by differential leveling
 EE0815.and adjusted by the National Geodetic Survey in June 1991..
 EE0815
 EE0815.The geoid height was determined by GEOID03.
 EE0815
 EE0815.The dynamic height is computed by dividing the NAVD 88
 EE0815.geopotential number by the normal gravity value computed on the
 EE0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0815.degrees latitude (g = 980.6199 gals.).
 EE0815
 EE0815.The modeled gravity was interpolated from observed gravity values.
 EE0815
 EE0815;                    North         East    Units  Estimated Accuracy
 EE0815;SPC GA W     -   445,530.      587,650.      MT  (+/- 180 meters Scaled)
 EE0815
 EE0815                          SUPERSEDED SURVEY CONTROL
 EE0815
 EE0815  NGVD 29 (??/??/92)  257.049  (m)          843.33   (f) ADJ UNCH    2 0
 EE0815
 EE0815.Superseded values are not recommended for survey control.
 EE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0815.See file dsdata.txt to determine how the superseded data were derived.
 EE0815
 EE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC493646(NAD 83)
 EE0815_MARKER: DB = BENCH MARK DISK
 EE0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0815_SP_SET: CULVERT
 EE0815_STAMPING: A 197 1948
 EE0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0815
 EE0815  HISTORY     - Date     Condition        Report By
 EE0815  HISTORY     - 1948     MONUMENTED       CGS
 EE0815  HISTORY     - 1972     GOOD             NGS
 EE0815  HISTORY     - 1976     GOOD             LOCENG
 EE0815
 EE0815                          STATION DESCRIPTION
 EE0815
 EE0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0815'8 MI W FROM CEDARTOWN.
 EE0815'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL AT
 EE0815'CEDARTOWN, THENCE 0.1 MILE WEST ALONG WEST AVENUE, THENCE 1.0
 EE0815'MILE WEST ALONG STATE HIGHWAY 6, THENCE 5.95 MILES WEST ALONG
 EE0815'PRIOR STATION ROAD, THENCE 0.75 MILE SOUTHWEST ALONG THE SOUTHERN
 EE0815'RAILWAY, ABOUT 1.5 MILES NORTHEAST OF THE GEORGIA-ALABAMA STATE
 EE0815'LINE, ABOUT 0.35 MILE SOUTHWEST OF THE STATION SIGN AT THE
 EE0815'COMMUNITY OF PRIOR, 72 YARDS WEST-SOUTHWEST OF MILEPOST 20,
 EE0815'20 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP
 EE0815'AND 2.7 FEET SOUTH OF THE NORTH END OF A 9 1/2-FOOT, TRIANGULAR
 EE0815'SHAPED, CONCRETE HEADWALL FOR A 3 1/2 FOOT CONCRETE CULVERT,
 EE0815'23 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILWAY
 EE0815'AND A GRAVELED ROAD, 12 FEET WEST OF THE CENTER LINE OF A DIRT
 EE0815'ROAD, ABOUT LEVEL WITH THE GRAVELED ROAD, AND ABOUT 1 FOOT BELOW
 EE0815'THE LEVEL OF THE TRACK.
 EE0815
 EE0815                          STATION RECOVERY (1976)
 EE0815
 EE0815'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 EE0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0043 ***********************************************************************
 BC0043  DESIGNATION -  A 199
 BC0043  PID         -  BC0043
 BC0043  STATE/COUNTY-  GA/CAMDEN
 BC0043  USGS QUAD   -  ST MARYS (1993)
 BC0043
 BC0043                         *CURRENT SURVEY CONTROL
 BC0043  ___________________________________________________________________
 BC0043* NAD 83(1986)-  30 44 06.     (N)    081 32 42.     (W)     SCALED    
 BC0043* NAVD 88     -         3.730  (meters)      12.24   (feet)  ADJUSTED  
 BC0043  ___________________________________________________________________
 BC0043  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC0043  DYNAMIC HT  -           3.726 (meters)      12.22  (feet)  COMP
 BC0043  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 BC0043
 BC0043  VERT ORDER  -  FIRST     CLASS I
 BC0043
 BC0043.The horizontal coordinates were scaled from a topographic map and have
 BC0043.an estimated accuracy of +/- 6 seconds.
 BC0043
 BC0043.The orthometric height was determined by differential leveling
 BC0043.and adjusted by the National Geodetic Survey in June 1991..
 BC0043
 BC0043.The geoid height was determined by GEOID03.
 BC0043
 BC0043.The dynamic height is computed by dividing the NAVD 88
 BC0043.geopotential number by the normal gravity value computed on the
 BC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0043.degrees latitude (g = 980.6199 gals.).
 BC0043
 BC0043.The modeled gravity was interpolated from observed gravity values.
 BC0043
 BC0043;                    North         East    Units  Estimated Accuracy
 BC0043;SPC GA E     -    81,640.      259,530.      MT  (+/- 180 meters Scaled)
 BC0043
 BC0043                          SUPERSEDED SURVEY CONTROL
 BC0043
 BC0043  NGVD 29 (??/??/92)    4.132  (m)           13.56   (f) ADJ UNCH    1 1
 BC0043
 BC0043.Superseded values are not recommended for survey control.
 BC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0043.See file dsdata.txt to determine how the superseded data were derived.
 BC0043
 BC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ478003(NAD 83)
 BC0043_MARKER: DB = BENCH MARK DISK
 BC0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0043_SP_SET: BUILDING
 BC0043_STAMPING: A 199 1961
 BC0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0043+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 BC0043
 BC0043  HISTORY     - Date     Condition        Report By
 BC0043  HISTORY     - 1961     MONUMENTED       CGS
 BC0043  HISTORY     - 1975     GOOD             NGS
 BC0043  HISTORY     - 20050212 GOOD             USPSQD
 BC0043
 BC0043                          STATION DESCRIPTION
 BC0043
 BC0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0043'AT ST MARYS.
 BC0043'AT ST. MARYS, ALONG THE SEABOARD COAST LINE RAILROAD AT THE
 BC0043'CROSSING OF STATE HIGHWAY 40, SET VERTICALLY IN THE WEST BRICK
 BC0043'WALL OF THE GENERAL OFFICE BUILDING, 169.0 FEET NORTHEAST OF THE
 BC0043'CENTER LINE OF THE CROSSING, 72.0 FEET EAST OF THE EAST CURB OF
 BC0043'OSBORNE STREET, 2.1 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 BC0043'BUILDING, 1.9 FEET HIGHER THAN THE GROUND.
 BC0043
 BC0043                          STATION RECOVERY (2005)
 BC0043
 BC0043'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0357 ***********************************************************************
 CM0357  DESIGNATION -  A 2
 CM0357  PID         -  CM0357
 CM0357  STATE/COUNTY-  GA/MUSCOGEE
 CM0357  USGS QUAD   -  COLUMBUS (1983)
 CM0357
 CM0357                         *CURRENT SURVEY CONTROL
 CM0357  ___________________________________________________________________
 CM0357* NAD 83(1986)-  32 28 08.     (N)    084 59 27.     (W)     SCALED    
 CM0357* NAVD 88     -        75.741  (meters)     248.49   (feet)  ADJUSTED  
 CM0357  ___________________________________________________________________
 CM0357  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CM0357  DYNAMIC HT  -          75.655 (meters)     248.21  (feet)  COMP
 CM0357  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CM0357
 CM0357  VERT ORDER  -  FIRST     CLASS I
 CM0357
 CM0357.The horizontal coordinates were scaled from a topographic map and have
 CM0357.an estimated accuracy of +/- 6 seconds.
 CM0357
 CM0357.The orthometric height was determined by differential leveling
 CM0357.and adjusted by the National Geodetic Survey in June 1991..
 CM0357.WARNING-Repeat measurements at this control monument indicate possible
 CM0357.vertical movement.
 CM0357
 CM0357.The geoid height was determined by GEOID03.
 CM0357
 CM0357.The dynamic height is computed by dividing the NAVD 88
 CM0357.geopotential number by the normal gravity value computed on the
 CM0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0357.degrees latitude (g = 980.6199 gals.).
 CM0357
 CM0357.The modeled gravity was interpolated from observed gravity values.
 CM0357
 CM0357;                    North         East    Units  Estimated Accuracy
 CM0357;SPC GA W     -   274,010.      622,530.      MT  (+/- 180 meters Scaled)
 CM0357
 CM0357                          SUPERSEDED SURVEY CONTROL
 CM0357
 CM0357  NGVD 29 (??/??/92)   75.774  (m)          248.60   (f) ADJ UNCH    1 1
 CM0357
 CM0357.Superseded values are not recommended for survey control.
 CM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0357.See file dsdata.txt to determine how the superseded data were derived.
 CM0357
 CM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA888941(NAD 83)
 CM0357_MARKER: DB = BENCH MARK DISK
 CM0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0357_SP_SET: BUILDING
 CM0357_STAMPING: A 2 1916 ELEV. 248.602 FEET
 CM0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0357
 CM0357  HISTORY     - Date     Condition        Report By
 CM0357  HISTORY     - 1916     MONUMENTED       CGS
 CM0357  HISTORY     - 1973     GOOD             NGS
 CM0357
 CM0357                          STATION DESCRIPTION
 CM0357
 CM0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0357'0.4 MI W FROM COLUMBUS.
 CM0357'ABOUT 0.35 MILE WEST ALONG 12TH STREET FROM THE UNION STATION AND
 CM0357'THE INTERSECTION OF 12TH STREET AND 6TH AVENUE AT COLUMBUS, AT THE
 CM0357'INTERSECTION OF 12TH STREET AND 2ND AVENUE, SET VERTICALLY IN THE
 CM0357'WEST FACE OF THE WEST BRICK WALL OF THE RALSTON HOTEL, 2.5 FEET
 CM0357'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, ABOUT 4 FEET ABOVE
 CM0357'THE LEVEL OF THE SIDEWALK, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL
 CM0357'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0359 ***********************************************************************
 CM0359  DESIGNATION -  A 200
 CM0359  PID         -  CM0359
 CM0359  STATE/COUNTY-  GA/MUSCOGEE
 CM0359  USGS QUAD   -  COLUMBUS (1983)
 CM0359
 CM0359                         *CURRENT SURVEY CONTROL
 CM0359  ___________________________________________________________________
 CM0359* NAD 83(1986)-  32 28 21.     (N)    084 59 43.     (W)     SCALED    
 CM0359* NAVD 88     -        74.202  (meters)     243.44   (feet)  ADJUSTED  
 CM0359  ___________________________________________________________________
 CM0359  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CM0359  DYNAMIC HT  -          74.118 (meters)     243.17  (feet)  COMP
 CM0359  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CM0359
 CM0359  VERT ORDER  -  FIRST     CLASS I
 CM0359
 CM0359.The horizontal coordinates were scaled from a topographic map and have
 CM0359.an estimated accuracy of +/- 6 seconds.
 CM0359
 CM0359.The orthometric height was determined by differential leveling
 CM0359.and adjusted by the National Geodetic Survey in June 1991..
 CM0359
 CM0359.The geoid height was determined by GEOID03.
 CM0359
 CM0359.The dynamic height is computed by dividing the NAVD 88
 CM0359.geopotential number by the normal gravity value computed on the
 CM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0359.degrees latitude (g = 980.6199 gals.).
 CM0359
 CM0359.The modeled gravity was interpolated from observed gravity values.
 CM0359
 CM0359;                    North         East    Units  Estimated Accuracy
 CM0359;SPC GA W     -   274,410.      622,110.      MT  (+/- 180 meters Scaled)
 CM0359
 CM0359                          SUPERSEDED SURVEY CONTROL
 CM0359
 CM0359  NGVD 29 (??/??/92)   74.229  (m)          243.53   (f) ADJ UNCH    1 1
 CM0359
 CM0359.Superseded values are not recommended for survey control.
 CM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0359.See file dsdata.txt to determine how the superseded data were derived.
 CM0359
 CM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA883945(NAD 83)
 CM0359_MARKER: DB = BENCH MARK DISK
 CM0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0359_SP_SET: ABUTMENT
 CM0359_STAMPING: A 200 1952
 CM0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0359
 CM0359  HISTORY     - Date     Condition        Report By
 CM0359  HISTORY     - 1952     MONUMENTED       CGS
 CM0359  HISTORY     - 1973     GOOD             NGS
 CM0359
 CM0359                          STATION DESCRIPTION
 CM0359
 CM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0359'0.8 MI NW FROM COLUMBUS.
 CM0359'ABOUT 0.5 MILE WEST ALONG 12TH STREET FROM THE UNION STATION AND
 CM0359'THE INTERSECTION OF 12TH STREET AND 6TH AVENUE AT COLUMBUS, THENCE
 CM0359'0.25 MILE NORTH ALONG BROADWAY, THENCE 0.1 MILE WEST ALONG 14TH
 CM0359'STREET, AT THE EAST END OF THE 14TH STREET BRIDGE OVER THE
 CM0359'CHATTAHOOCHEE RIVER, SET IN THE TOP OF THE SOUTH END OF THE EAST
 CM0359'CONCRETE ABUTMENT OF THE BRIDGE, 1 FOOT SOUTH OF THE SOUTHEAST
 CM0359'CORNER OF THE GUARDRAIL POST AT THE EAST END OF THE SOUTH GUARDRAIL,
 CM0359'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1619 ***********************************************************************
 BE1619  DESIGNATION -  A 201
 BE1619  PID         -  BE1619
 BE1619  STATE/COUNTY-  GA/SEMINOLE
 BE1619  USGS QUAD   -  DESSER (1993)
 BE1619
 BE1619                         *CURRENT SURVEY CONTROL
 BE1619  ___________________________________________________________________
 BE1619* NAD 83(1986)-  30 52 48.     (N)    084 48 28.     (W)     SCALED    
 BE1619* NAVD 88     -        37.768  (meters)     123.91   (feet)  ADJUSTED  
 BE1619  ___________________________________________________________________
 BE1619  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BE1619  DYNAMIC HT  -          37.720 (meters)     123.75  (feet)  COMP
 BE1619  MODELED GRAV-     979,372.8   (mgal)                       NAVD 88
 BE1619
 BE1619  VERT ORDER  -  SECOND    CLASS 0
 BE1619
 BE1619.The horizontal coordinates were scaled from a topographic map and have
 BE1619.an estimated accuracy of +/- 6 seconds.
 BE1619
 BE1619.The orthometric height was determined by differential leveling
 BE1619.and adjusted by the National Geodetic Survey in June 1991..
 BE1619
 BE1619.The geoid height was determined by GEOID03.
 BE1619
 BE1619.The dynamic height is computed by dividing the NAVD 88
 BE1619.geopotential number by the normal gravity value computed on the
 BE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1619.degrees latitude (g = 980.6199 gals.).
 BE1619
 BE1619.The modeled gravity was interpolated from observed gravity values.
 BE1619
 BE1619;                    North         East    Units  Estimated Accuracy
 BE1619;SPC GA W     -    97,720.      638,700.      MT  (+/- 180 meters Scaled)
 BE1619
 BE1619                          SUPERSEDED SURVEY CONTROL
 BE1619
 BE1619  NGVD 29 (??/??/92)   37.900  (m)          124.34   (f) ADJ UNCH    2 0
 BE1619
 BE1619.Superseded values are not recommended for survey control.
 BE1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1619.See file dsdata.txt to determine how the superseded data were derived.
 BE1619
 BE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV095183(NAD 83)
 BE1619_MARKER: DB = BENCH MARK DISK
 BE1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1619_STAMPING: A 201 1952
 BE1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1619+STABILITY: SURFACE MOTION
 BE1619
 BE1619  HISTORY     - Date     Condition        Report By
 BE1619  HISTORY     - 1952     MONUMENTED       CGS
 BE1619
 BE1619                          STATION DESCRIPTION
 BE1619
 BE1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE1619'3.4 MI E FROM DESSER.
 BE1619'ABOUT 3.45 MILES EAST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1619'AND SALEM CHURCH AND CEMETERY AT DESSER, ABOUT 1.0 MILE WEST OF
 BE1619'A ROAD NORTH TO IRON CITY, ON THE TOP OF A LOW RIDGE THAT RUNS
 BE1619'NORTHEAST-SOUTHWEST ACROSS ROAD, 49 FEET NORTHEAST OF CENTER
 BE1619'LINE OF ROAD, 78 FEET NORTHWEST OF A TRIANGULAR BLAZED 10-INCH
 BE1619'OAK TREE, 12 FEET SOUTH OF A 16-INCH PINE TREE, 2 FEET SOUTHEAST
 BE1619'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 BE1619'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0426 ***********************************************************************
 BT0426  DESIGNATION -  A 202
 BT0426  PID         -  BT0426
 BT0426  STATE/COUNTY-  GA/SEMINOLE
 BT0426  USGS QUAD   -  DONALSONVILLE WEST (1974)
 BT0426
 BT0426                         *CURRENT SURVEY CONTROL
 BT0426  ___________________________________________________________________
 BT0426* NAD 83(1986)-  31 02 31.     (N)    084 52 44.     (W)     SCALED    
 BT0426* NAVD 88     -        44.233  (meters)     145.12   (feet)  ADJUSTED  
 BT0426  ___________________________________________________________________
 BT0426  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BT0426  DYNAMIC HT  -          44.177 (meters)     144.94  (feet)  COMP
 BT0426  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 BT0426
 BT0426  VERT ORDER  -  SECOND    CLASS 0
 BT0426
 BT0426.The horizontal coordinates were scaled from a topographic map and have
 BT0426.an estimated accuracy of +/- 6 seconds.
 BT0426
 BT0426.The orthometric height was determined by differential leveling
 BT0426.and adjusted by the National Geodetic Survey in June 1991..
 BT0426
 BT0426.The geoid height was determined by GEOID03.
 BT0426
 BT0426.The dynamic height is computed by dividing the NAVD 88
 BT0426.geopotential number by the normal gravity value computed on the
 BT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0426.degrees latitude (g = 980.6199 gals.).
 BT0426
 BT0426.The modeled gravity was interpolated from observed gravity values.
 BT0426
 BT0426;                    North         East    Units  Estimated Accuracy
 BT0426;SPC GA W     -   115,720.      632,020.      MT  (+/- 180 meters Scaled)
 BT0426
 BT0426                          SUPERSEDED SURVEY CONTROL
 BT0426
 BT0426  NGVD 29 (??/??/92)   44.353  (m)          145.51   (f) ADJ UNCH    2 0
 BT0426
 BT0426.Superseded values are not recommended for survey control.
 BT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0426.See file dsdata.txt to determine how the superseded data were derived.
 BT0426
 BT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV024361(NAD 83)
 BT0426_MARKER: DB = BENCH MARK DISK
 BT0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0426_STAMPING: A 202 1952
 BT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0426+STABILITY: SURFACE MOTION
 BT0426
 BT0426  HISTORY     - Date     Condition        Report By
 BT0426  HISTORY     - 1952     MONUMENTED       CGS
 BT0426
 BT0426                          STATION DESCRIPTION
 BT0426
 BT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0426'0.2 MI SE FROM DONALSONVILLE.
 BT0426'0.2 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BT0426'STATION AT DONALSONVILLE, SEMINOLE COUNTY, AT THE CROSSING OF
 BT0426'STATE HIGHWAY 91, 64 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 BT0426'27 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 35 FEET
 BT0426'WEST OF THE WEST END OF A 30-INCH PIPE CULVERT UNDER THE HIGHWAY,
 BT0426'1.5 FEET EAST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 BT0426'STANDARD DISK, STAMPED A 202 1952 AND SET IN THE TOP OF A CONCRETE
 BT0426'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1241 ***********************************************************************
 BE1241  DESIGNATION -  A 203 RESET 1966
 BE1241  PID         -  BE1241
 BE1241  STATE/COUNTY-  GA/DECATUR
 BE1241  USGS QUAD   -  FACEVILLE (1974)
 BE1241
 BE1241                         *CURRENT SURVEY CONTROL
 BE1241  ___________________________________________________________________
 BE1241* NAD 83(1986)-  30 51 38.     (N)    084 39 33.     (W)     SCALED    
 BE1241* NAVD 88     -        33.39   (meters)     109.5    (feet)  RESET     
 BE1241  ___________________________________________________________________
 BE1241  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BE1241
 BE1241  VERT ORDER  -  THIRD
 BE1241
 BE1241.The horizontal coordinates were scaled from a topographic map and have
 BE1241.an estimated accuracy of +/- 6 seconds.
 BE1241
 BE1241.The orthometric height was computed from unverified reset data.
 BE1241
 BE1241.The geoid height was determined by GEOID03.
 BE1241
 BE1241;                    North         East    Units  Estimated Accuracy
 BE1241;SPC GA W     -    95,500.      652,900.      MT  (+/- 180 meters Scaled)
 BE1241
 BE1241                          SUPERSEDED SURVEY CONTROL
 BE1241
 BE1241.No superseded survey control is available for this station.
 BE1241
 BE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV238164(NAD 83)
 BE1241_MARKER: DB = BENCH MARK DISK
 BE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1241_STAMPING: A 203 1953 RESET 1966 ROW
 BE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1241+STABILITY: SURFACE MOTION
 BE1241
 BE1241  HISTORY     - Date     Condition        Report By
 BE1241  HISTORY     - 1966     MONUMENTED       CGS
 BE1241
 BE1241                          STATION DESCRIPTION
 BE1241
 BE1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BE1241'5.9 MI SW FROM BAINBRIDGE.
 BE1241'0.3 MILE ALONG 4-LANE NO. 84 U.S. HWY. FROM THE BRIDGE OVER
 BE1241'THE FLINT RIVER (0.8 MILE AIR LINE W OF COURTHOUSE IN BAINBRIDGE)
 BE1241'EXIT RIGHT AND TURN LEFT, THENCE 2.8 MILES SOUTHWESTERLY ALONG
 BE1241'SPRING CREEK ROAD OR NO. 253 GEORGIA HWY. AND TAKE LEFT FORK,
 BE1241'THENCE 2.4 MILES SOUTHWESTERLY ALONG TEN-MILE STILL ROAD TO
 BE1241'ASYMMETRICAL CROSSROADS AND THE MARK IN THE SE ANGLE OF SAME,
 BE1241'52 FEET SW OF CENTER LINE OF ONE ROAD, 50 FEET E OF CENTER
 BE1241'LINE OF EVEN NOW PAVED ROAD TO HALES LANDING, 1.6 FEET LOWER
 BE1241'THAN SAME, 128-1/2 FEET NE OF NO. B 203 RESET 1966 (U.S.E.)
 BE1241'BENCH MARK, 1.7 FEET NW OF STEEL WITNESS POST, AND PROJECTING
 BE1241'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0430 ***********************************************************************
 CM0430  DESIGNATION -  A 204
 CM0430  PID         -  CM0430
 CM0430  STATE/COUNTY-  GA/MUSCOGEE
 CM0430  USGS QUAD   -  FORTSON (1985)
 CM0430
 CM0430                         *CURRENT SURVEY CONTROL
 CM0430  ___________________________________________________________________
 CM0430* NAD 83(1986)-  32 31 10.     (N)    084 57 17.     (W)     SCALED    
 CM0430* NAVD 88     -       114.378  (meters)     375.26   (feet)  ADJUSTED  
 CM0430  ___________________________________________________________________
 CM0430  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CM0430  DYNAMIC HT  -         114.247 (meters)     374.83  (feet)  COMP
 CM0430  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 CM0430
 CM0430  VERT ORDER  -  FIRST     CLASS I
 CM0430
 CM0430.The horizontal coordinates were scaled from a topographic map and have
 CM0430.an estimated accuracy of +/- 6 seconds.
 CM0430
 CM0430.The orthometric height was determined by differential leveling
 CM0430.and adjusted by the National Geodetic Survey in June 1991..
 CM0430
 CM0430.The geoid height was determined by GEOID03.
 CM0430
 CM0430.The dynamic height is computed by dividing the NAVD 88
 CM0430.geopotential number by the normal gravity value computed on the
 CM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0430.degrees latitude (g = 980.6199 gals.).
 CM0430
 CM0430.The modeled gravity was interpolated from observed gravity values.
 CM0430
 CM0430;                    North         East    Units  Estimated Accuracy
 CM0430;SPC GA W     -   279,590.      625,960.      MT  (+/- 180 meters Scaled)
 CM0430
 CM0430                          SUPERSEDED SURVEY CONTROL
 CM0430
 CM0430  NGVD 29 (??/??/92)  114.396  (m)          375.31   (f) ADJ UNCH    1 1
 CM0430
 CM0430.Superseded values are not recommended for survey control.
 CM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0430.See file dsdata.txt to determine how the superseded data were derived.
 CM0430
 CM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA921998(NAD 83)
 CM0430_MARKER: DB = BENCH MARK DISK
 CM0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0430_SP_SET: CULVERT
 CM0430_STAMPING: A 204 1963
 CM0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0430
 CM0430  HISTORY     - Date     Condition        Report By
 CM0430  HISTORY     - 1963     MONUMENTED       CGS
 CM0430  HISTORY     - 1968     GOOD             NGS
 CM0430
 CM0430                          STATION DESCRIPTION
 CM0430
 CM0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0430'5.6 MI NE FROM COLUMBUS.
 CM0430'ABOUT 4.7 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0430'THE UNION STATION AT COLUMBUS, THENCE ABOUT 0.9 MILE EAST ALONG
 CM0430'54TH STREET AND AIRPORT ROAD, ABOUT 0.6 MILE EAST ALONG AIRPORT
 CM0430'ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 27, SET IN THE TOP OF
 CM0430'THE CENTER OF A BRICK CAP ON TOP OF A CONCRETE BLOCK HEAD WALL
 CM0430'FOR TWO 4-FOOT PIPES FORMING A CULVERT UNDER THE ROAD, 17 1/2
 CM0430'FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT BELOW
 CM0430'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0001 ***********************************************************************
 BR0001  DESIGNATION -  A 206
 BR0001  PID         -  BR0001
 BR0001  STATE/COUNTY-  GA/GLYNN
 BR0001  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0001
 BR0001                         *CURRENT SURVEY CONTROL
 BR0001  ___________________________________________________________________
 BR0001* NAD 83(1986)-  31 14 48.     (N)    081 27 34.     (W)     SCALED    
 BR0001* NAVD 88     -         4.504  (meters)      14.78   (feet)  ADJUSTED  
 BR0001  ___________________________________________________________________
 BR0001  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 BR0001  DYNAMIC HT  -           4.499 (meters)      14.76  (feet)  COMP
 BR0001  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BR0001
 BR0001  VERT ORDER  -  SECOND    CLASS 0
 BR0001
 BR0001.The horizontal coordinates were scaled from a topographic map and have
 BR0001.an estimated accuracy of +/- 6 seconds.
 BR0001
 BR0001.The orthometric height was determined by differential leveling
 BR0001.and adjusted by the National Geodetic Survey in June 1991..
 BR0001
 BR0001.The geoid height was determined by GEOID03.
 BR0001
 BR0001.The dynamic height is computed by dividing the NAVD 88
 BR0001.geopotential number by the normal gravity value computed on the
 BR0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0001.degrees latitude (g = 980.6199 gals.).
 BR0001
 BR0001.The modeled gravity was interpolated from observed gravity values.
 BR0001
 BR0001;                    North         East    Units  Estimated Accuracy
 BR0001;SPC GA E     -   138,410.      267,360.      MT  (+/- 180 meters Scaled)
 BR0001
 BR0001                          SUPERSEDED SURVEY CONTROL
 BR0001
 BR0001  NGVD 29 (??/??/92)    4.806  (m)           15.77   (f) ADJ UNCH    2 0
 BR0001
 BR0001.Superseded values are not recommended for survey control.
 BR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0001.See file dsdata.txt to determine how the superseded data were derived.
 BR0001
 BR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ562570(NAD 83)
 BR0001_MARKER: DB = BENCH MARK DISK
 BR0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0001_STAMPING: A 206 1952
 BR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0001+STABILITY: SURFACE MOTION
 BR0001
 BR0001  HISTORY     - Date     Condition        Report By
 BR0001  HISTORY     - 1952     MONUMENTED       CGS
 BR0001  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0001  HISTORY     - 1976     MARK NOT FOUND   NGS
 BR0001
 BR0001                          STATION DESCRIPTION
 BR0001
 BR0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BR0001'7.5 MI N FROM BRUNSWICK.
 BR0001'LOCATED NEAR THE NORTHWESTERN BOUNDARY OF THE GLYNCO NAVAL AIR
 BR0001'STATION RESERVATION, AT A Y INTERSECTION OF DIRT ROADS, 39.2 FEET
 BR0001'NORTHWEST OF A CORNER FENCE POST, 19.0 FEET WEST OF THE CENTER LINE
 BR0001'OF INTERSECTION OF Y ROADS, AND 8.0 FEET SOUTHEAST OF A 6-INCH PINE.
 BR0001'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 6
 BR0001'INCHES.  TO REACH FROM POST OFFICE AT BRUNSWICK, GO NORTH ON U.S.
 BR0001'17 FOR 8.0 MILES (1.8 MILES NORTH OF ENTRANCE TO GLYNCO NAS) TO A
 BR0001'DIRT ROAD LEFT (NORTHWEST), THENCE 0.7 MILE WEST ALONG DIRT ROAD
 BR0001'TO A DIRT ROAD LEFT (SOUTH), THENCE SOUTH ALONG DIRT (WOODS) ROAD
 BR0001'FOR 0.4 MILE TO Y INTERSECTION, CORNER OF FENCE AND MONUMENT.
 BR0001
 BR0001                          STATION RECOVERY (1975)
 BR0001
 BR0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0001'MARK NOT FOUND.
 BR0001
 BR0001                          STATION RECOVERY (1976)
 BR0001
 BR0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BR0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0533 ***********************************************************************
 BR0533  DESIGNATION -  A 207
 BR0533  PID         -  BR0533
 BR0533  STATE/COUNTY-  GA/LIBERTY
 BR0533  USGS QUAD   -  LIMERICK NW (1973)
 BR0533
 BR0533                         *CURRENT SURVEY CONTROL
 BR0533  ___________________________________________________________________
 BR0533* NAD 83(1986)-  31 53 13.     (N)    081 24 55.     (W)     SCALED    
 BR0533* NAVD 88     -         5.265  (meters)      17.27   (feet)  ADJUSTED  
 BR0533  ___________________________________________________________________
 BR0533  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 BR0533  DYNAMIC HT  -           5.259 (meters)      17.25  (feet)  COMP
 BR0533  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 BR0533
 BR0533  VERT ORDER  -  FIRST     CLASS II
 BR0533
 BR0533.The horizontal coordinates were scaled from a topographic map and have
 BR0533.an estimated accuracy of +/- 6 seconds.
 BR0533
 BR0533.The orthometric height was determined by differential leveling
 BR0533.and adjusted by the National Geodetic Survey in June 1991..
 BR0533
 BR0533.The geoid height was determined by GEOID03.
 BR0533
 BR0533.The dynamic height is computed by dividing the NAVD 88
 BR0533.geopotential number by the normal gravity value computed on the
 BR0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0533.degrees latitude (g = 980.6199 gals.).
 BR0533
 BR0533.The modeled gravity was interpolated from observed gravity values.
 BR0533
 BR0533;                    North         East    Units  Estimated Accuracy
 BR0533;SPC GA E     -   209,430.      271,080.      MT  (+/- 180 meters Scaled)
 BR0533
 BR0533                          SUPERSEDED SURVEY CONTROL
 BR0533
 BR0533  NGVD 29 (??/??/92)    5.557  (m)           18.23   (f) ADJ UNCH    1 2
 BR0533
 BR0533.Superseded values are not recommended for survey control.
 BR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0533.See file dsdata.txt to determine how the superseded data were derived.
 BR0533
 BR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR607279(NAD 83)
 BR0533_MARKER: DB = BENCH MARK DISK
 BR0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0533_STAMPING: A 207 1955
 BR0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0533+STABILITY: SURFACE MOTION
 BR0533
 BR0533  HISTORY     - Date     Condition        Report By
 BR0533  HISTORY     - 1955     MONUMENTED       CGS
 BR0533  HISTORY     - 1958     GOOD             NGS
 BR0533  HISTORY     - 1958     GOOD             NGS
 BR0533
 BR0533                          STATION DESCRIPTION
 BR0533
 BR0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BR0533'1 MI NE FROM FLEMING.
 BR0533'ABOUT 1.0 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BR0533'FROM THE ROAD CROSSING AT FLEMING, 0.4 MILE SOUTHWEST OF MILE POST
 BR0533'S 23 - 514, 177 YARDS NORTHEAST OF A PRIVATE ROAD CROSSING, 98
 BR0533'FEET NORTHWEST OF NORTHWEST RAIL, 29 FEET NORTHWEST OF TELEPHONE
 BR0533'POLE NO. 1050, 5 FEET EAST OF A CROOKED FORKED PINE TREE, 2 FEET
 BR0533'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF
 BR0533'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BR0533
 BR0533                          STATION RECOVERY (1958)
 BR0533
 BR0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BR0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0314 ***********************************************************************
 CK0314  DESIGNATION -  A 208
 CK0314  PID         -  CK0314
 CK0314  STATE/COUNTY-  GA/CHATHAM
 CK0314  USGS QUAD   -  GARDEN CITY (1980)
 CK0314
 CK0314                         *CURRENT SURVEY CONTROL
 CK0314  ___________________________________________________________________
 CK0314* NAD 83(1986)-  32 03 01.     (N)    081 09 23.     (W)     SCALED    
 CK0314* NAVD 88     -         8.506  (meters)      27.91   (feet)  ADJUSTED  
 CK0314  ___________________________________________________________________
 CK0314  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CK0314  DYNAMIC HT  -           8.496 (meters)      27.87  (feet)  COMP
 CK0314  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CK0314
 CK0314  VERT ORDER  -  FIRST     CLASS I
 CK0314
 CK0314.The horizontal coordinates were scaled from a topographic map and have
 CK0314.an estimated accuracy of +/- 6 seconds.
 CK0314
 CK0314.The orthometric height was determined by differential leveling
 CK0314.and adjusted by the National Geodetic Survey in May 1994..
 CK0314
 CK0314.The geoid height was determined by GEOID03.
 CK0314
 CK0314.The dynamic height is computed by dividing the NAVD 88
 CK0314.geopotential number by the normal gravity value computed on the
 CK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0314.degrees latitude (g = 980.6199 gals.).
 CK0314
 CK0314.The modeled gravity was interpolated from observed gravity values.
 CK0314
 CK0314;                    North         East    Units  Estimated Accuracy
 CK0314;SPC GA E     -   227,740.      295,410.      MT  (+/- 180 meters Scaled)
 CK0314
 CK0314                          SUPERSEDED SURVEY CONTROL
 CK0314
 CK0314  NAVD 88 (06/15/91)    8.512  (m)           27.93   (f) UNKNOWN     1 1
 CK0314  NGVD 29 (09/01/92)    8.788  (m)           28.83   (f) ADJUSTED    1 1
 CK0314
 CK0314.Superseded values are not recommended for survey control.
 CK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0314.See file dsdata.txt to determine how the superseded data were derived.
 CK0314
 CK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR852460(NAD 83)
 CK0314_MARKER: DB = BENCH MARK DISK
 CK0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0314_SP_SET: PILE CAP
 CK0314_STAMPING: A 208 1955
 CK0314_MARK LOGO: CGS   
 CK0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0314+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1991
 CK0314
 CK0314  HISTORY     - Date     Condition        Report By
 CK0314  HISTORY     - 1955     MONUMENTED       CGS
 CK0314  HISTORY     - 1975     GOOD             NGS
 CK0314  HISTORY     - 1989     GOOD             USPSQD
 CK0314  HISTORY     - 19910304 GOOD             NGS
 CK0314  HISTORY     - 19961231 GOOD             USPSQD
 CK0314
 CK0314                          STATION DESCRIPTION
 CK0314
 CK0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0314'3.8 MI SW FROM SAVANNAH.
 CK0314'ABOUT 3.85 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CK0314'FROM THE UNION STATION AT SAVANNAH, ABOUT 143 YARDS NORTHEAST OF
 CK0314'MILE POST 502, AT THE OVEPASS OF U.S. HIGHWAY 17 OVER THE TRACK,
 CK0314'IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE AT THE
 CK0314'NORTHEAST END OF THE FIRST PIER SOUTHEAST OF SOUTHEAST TRACK, 7
 CK0314'FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK AND ABOUT
 CK0314'1/3 FOOT BELOW LEVEL OF TRACK.
 CK0314
 CK0314                          STATION RECOVERY (1975)
 CK0314
 CK0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CK0314'AT SAVANNAH, IN THE OVERPASS OF U. S. HIGHWAY 17 OVER THE TRACKS,
 CK0314'ABOUT 0.3 MILE NORTHEAST OF A DIRT ROAD CROSSING, ABOUT 0.1 MILE WEST
 CK0314'OF THE JUNCTION OF U. S. HIGHWAY 17 AND GARRARD AVENUE, IN THE TOP OF
 CK0314'THE NORTH CORNER OF THE CONCRETE BASE AT THE NORTHEAST END OF THE
 CK0314'FIRST PIER SOUTHEAST OF THE SOUTHEAST TRACK, 7 FEET SOUTHEAST OF THE
 CK0314'SOUTHEAST RAIL OF THE SOUTHEAST TRACK AND ABOUT LEVEL WITH THE TRACKS.
 CK0314
 CK0314                          STATION RECOVERY (1989)
 CK0314
 CK0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0314'RECOVERED IN GOOD CONDITION.
 CK0314
 CK0314                          STATION RECOVERY (1991)
 CK0314
 CK0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0314'4.1 KM (2.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 80 FROM THE
 CK0314'INTERSECTION OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 1.5 KM (0.9 MI)
 CK0314'WESTERLY ALONG U.S. HIGHWAY 17, NEAR THE NORTHWEST CORNER OF A
 CK0314'CONCRETE PILE CAP FOR THE FIRST PIER NORTHEAST OF THE TRACK OF THE
 CK0314'HIGHWAY OVERPASS OF THE SEABOARD COAST LINE RAILROAD, 8.8 M (28.9 FT)
 CK0314'NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 2.1 M (6.9 FT) SOUTHEAST
 CK0314'OF AND LEVEL WITH THE NEAR RAIL.
 CK0314
 CK0314                          STATION RECOVERY (1996)
 CK0314
 CK0314'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0286 ***********************************************************************
 CK0286  DESIGNATION -  A 209
 CK0286  PID         -  CK0286
 CK0286  STATE/COUNTY-  GA/CHATHAM
 CK0286  USGS QUAD   -  GARDEN CITY (1980)
 CK0286
 CK0286                         *CURRENT SURVEY CONTROL
 CK0286  ___________________________________________________________________
 CK0286* NAD 83(1986)-  32 05 25.     (N)    081 09 14.     (W)     SCALED    
 CK0286* NAVD 88     -         5.573  (meters)      18.28   (feet)  ADJUSTED  
 CK0286  ___________________________________________________________________
 CK0286  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 CK0286  DYNAMIC HT  -           5.566 (meters)      18.26  (feet)  COMP
 CK0286  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CK0286
 CK0286  VERT ORDER  -  FIRST     CLASS I
 CK0286
 CK0286.The horizontal coordinates were scaled from a topographic map and have
 CK0286.an estimated accuracy of +/- 6 seconds.
 CK0286
 CK0286.The orthometric height was determined by differential leveling
 CK0286.and adjusted by the National Geodetic Survey in June 1991..
 CK0286
 CK0286.The geoid height was determined by GEOID03.
 CK0286
 CK0286.The dynamic height is computed by dividing the NAVD 88
 CK0286.geopotential number by the normal gravity value computed on the
 CK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0286.degrees latitude (g = 980.6199 gals.).
 CK0286
 CK0286.The modeled gravity was interpolated from observed gravity values.
 CK0286
 CK0286;                    North         East    Units  Estimated Accuracy
 CK0286;SPC GA E     -   232,180.      295,600.      MT  (+/- 180 meters Scaled)
 CK0286
 CK0286                          SUPERSEDED SURVEY CONTROL
 CK0286
 CK0286  NGVD 29 (03/21/89)    5.857  (m)           19.22   (f) ADJUSTED    1 1
 CK0286
 CK0286.Superseded values are not recommended for survey control.
 CK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0286.See file dsdata.txt to determine how the superseded data were derived.
 CK0286
 CK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR854504(NAD 83)
 CK0286_MARKER: DB = BENCH MARK DISK
 CK0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0286_SP_SET: PIER BASE
 CK0286_STAMPING: A 209 1955
 CK0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0286
 CK0286  HISTORY     - Date     Condition        Report By
 CK0286  HISTORY     - 1955     MONUMENTED       CGS
 CK0286  HISTORY     - 1974     GOOD             NGS
 CK0286  HISTORY     - 1978     GOOD             NGS
 CK0286  HISTORY     - 19910227 MARK NOT FOUND   NGS
 CK0286
 CK0286                          STATION DESCRIPTION
 CK0286
 CK0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK0286'AT SAVANNAH.
 CK0286'AT SAVANNAH, AT THE U.S. HIGHWAY 80 OVERPASS OVER THE SEABOARD
 CK0286'COAST LINE RAILROAD, THE SEABOARD AIR LINE RAILROAD, CENTRAL OF
 CK0286'GEORGIA RAILWAY AND SAVANNAH AND ATLANTIC RAILROAD AT CENTRAL
 CK0286'JUNCTION, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 CK0286'BASE AT NORTHWEST END OF THE CENTER ONE OF THREE LARGE CONCRETE
 CK0286'PIERS OF OVERPASS, AND 0.4 FOOT WEST OF ROUNDED NORTHWEST END
 CK0286'OF PIER AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 CK0286
 CK0286                          STATION RECOVERY (1978)
 CK0286
 CK0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CK0286'ADD-THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 CK0286'JUNCTION MARK.
 CK0286
 CK0286                          STATION RECOVERY (1991)
 CK0286
 CK0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0169 ***********************************************************************
 CK0169  DESIGNATION -  A 210
 CK0169  PID         -  CK0169
 CK0169  STATE/COUNTY-  GA/BULLOCH
 CK0169  USGS QUAD   -  STATESBORO (1993)
 CK0169
 CK0169                         *CURRENT SURVEY CONTROL
 CK0169  ___________________________________________________________________
 CK0169* NAD 83(1986)-  32 26 41.     (N)    081 46 49.     (W)     SCALED    
 CK0169* NAVD 88     -        72.500  (meters)     237.86   (feet)  ADJUSTED  
 CK0169  ___________________________________________________________________
 CK0169  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK0169  DYNAMIC HT  -          72.417 (meters)     237.59  (feet)  COMP
 CK0169  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CK0169
 CK0169  VERT ORDER  -  FIRST     CLASS II
 CK0169
 CK0169.The horizontal coordinates were scaled from a topographic map and have
 CK0169.an estimated accuracy of +/- 6 seconds.
 CK0169
 CK0169.The orthometric height was determined by differential leveling
 CK0169.and adjusted by the National Geodetic Survey in June 1991..
 CK0169.WARNING-Repeat measurements at this control monument indicate possible
 CK0169.vertical movement.
 CK0169
 CK0169.The geoid height was determined by GEOID03.
 CK0169
 CK0169.The dynamic height is computed by dividing the NAVD 88
 CK0169.geopotential number by the normal gravity value computed on the
 CK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0169.degrees latitude (g = 980.6199 gals.).
 CK0169
 CK0169.The modeled gravity was interpolated from observed gravity values.
 CK0169
 CK0169;                    North         East    Units  Estimated Accuracy
 CK0169;SPC GA E     -   271,090.      236,330.      MT  (+/- 180 meters Scaled)
 CK0169
 CK0169                          SUPERSEDED SURVEY CONTROL
 CK0169
 CK0169  NGVD 29 (??/??/92)   72.728  (m)          238.61   (f) ADJ UNCH    1 2
 CK0169
 CK0169.Superseded values are not recommended for survey control.
 CK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0169.See file dsdata.txt to determine how the superseded data were derived.
 CK0169
 CK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR266899(NAD 83)
 CK0169_MARKER: DB = BENCH MARK DISK
 CK0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0169_SP_SET: BUILDING WALL
 CK0169_STAMPING: A 210 1955
 CK0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0169
 CK0169  HISTORY     - Date     Condition        Report By
 CK0169  HISTORY     - 1955     MONUMENTED       CGS
 CK0169  HISTORY     - 1962     GOOD             NGS
 CK0169  HISTORY     - 1979     GOOD             NGS
 CK0169
 CK0169                          STATION DESCRIPTION
 CK0169
 CK0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0169'AT STATESBORO.
 CK0169'AT STATESBORO, BULLOCH COUNTY, ON EAST GRADY STREET, 40 YARDS
 CK0169'EAST OF THE CROSSING OF THE CENTRAL OF GEORGIA RAILWAY, AT THE
 CK0169'INTERSECTION OF SOUTH MULBERRY STREET, AT A NEW BRICK BUILDING
 CK0169'(THE TELEPHONE COMPANY OFFICE BUILDING), IN THE NORTH WALL, 2
 CK0169'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 3.2 FEET
 CK0169'ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 210 1955 AND SET
 CK0169'VERTICALLY.
 CK0169
 CK0169                          STATION RECOVERY (1979)
 CK0169
 CK0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0108 ***********************************************************************
 CK0108  DESIGNATION -  A 211
 CK0108  PID         -  CK0108
 CK0108  STATE/COUNTY-  GA/BULLOCH
 CK0108  USGS QUAD   -  BROOKLET (1978)
 CK0108
 CK0108                         *CURRENT SURVEY CONTROL
 CK0108  ___________________________________________________________________
 CK0108* NAD 83(1986)-  32 28 54.     (N)    081 44 31.     (W)     SCALED    
 CK0108* NAVD 88     -        53.467  (meters)     175.42   (feet)  ADJUSTED  
 CK0108  ___________________________________________________________________
 CK0108  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CK0108  DYNAMIC HT  -          53.406 (meters)     175.22  (feet)  COMP
 CK0108  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CK0108
 CK0108  VERT ORDER  -  FIRST     CLASS II
 CK0108
 CK0108.This mark is at Statesboro Municipal Airport (TBR)
 CK0108
 CK0108.The horizontal coordinates were scaled from a topographic map and have
 CK0108.an estimated accuracy of +/- 6 seconds.
 CK0108
 CK0108.The orthometric height was determined by differential leveling
 CK0108.and adjusted by the National Geodetic Survey in June 1991..
 CK0108
 CK0108.The geoid height was determined by GEOID03.
 CK0108
 CK0108.The dynamic height is computed by dividing the NAVD 88
 CK0108.geopotential number by the normal gravity value computed on the
 CK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0108.degrees latitude (g = 980.6199 gals.).
 CK0108
 CK0108.The modeled gravity was interpolated from observed gravity values.
 CK0108
 CK0108;                    North         East    Units  Estimated Accuracy
 CK0108;SPC GA E     -   275,200.      239,920.      MT  (+/- 180 meters Scaled)
 CK0108
 CK0108                          SUPERSEDED SURVEY CONTROL
 CK0108
 CK0108  NGVD 29 (??/??/92)   53.702  (m)          176.19   (f) ADJ UNCH    1 2
 CK0108
 CK0108.Superseded values are not recommended for survey control.
 CK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0108.See file dsdata.txt to determine how the superseded data were derived.
 CK0108
 CK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR302940(NAD 83)
 CK0108_MARKER: DB = BENCH MARK DISK
 CK0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0108_SP_SET: AIRFIELD FUEL CON BASE
 CK0108_STAMPING: A 211 1955
 CK0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0108
 CK0108  HISTORY     - Date     Condition        Report By
 CK0108  HISTORY     - 1955     MONUMENTED       CGS
 CK0108
 CK0108                          STATION DESCRIPTION
 CK0108
 CK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0108'4.2 MI NE FROM STATESBORO.
 CK0108'ABOUT 3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE
 CK0108'COURT HOUSE AT STATESBORO, THENCE ABOUT 0.7 MILE EAST ALONG A
 CK0108'SURFACED ROAD LEADING TO STATESBORO AIRPORT, AT THE AIRPORT, IN
 CK0108'THE TOP OF THE NORTHWEST END OF CONCRETE BASE OF AIRFIELD FUEL
 CK0108'SUPPLE OUTLET (10 BY 5 FEET CONCRETE BASE), 379 FEET SOUTHEAST
 CK0108'OF EAST CORNER OF METAL COVERED HANGAR, 562 FEET SOUTHEAST OF
 CK0108'EAST LEG OF A FIRE LOOKOUT TOWER, 74 1/2 FEET SOUTHWEST OF
 CK0108'SOUTHWEST EDGE OF SURFACED APRON AND ABOUT 1/2 FOOT ABOVE
 CK0108'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0013 ***********************************************************************
 CK0013  DESIGNATION -  A 212
 CK0013  PID         -  CK0013
 CK0013  STATE/COUNTY-  GA/BULLOCH
 CK0013  USGS QUAD   -  DAISY (1976)
 CK0013
 CK0013                         *CURRENT SURVEY CONTROL
 CK0013  ___________________________________________________________________
 CK0013* NAD 83(1986)-  32 14 29.     (N)    081 49 51.     (W)     SCALED    
 CK0013* NAVD 88     -        34.312  (meters)     112.57   (feet)  ADJUSTED  
 CK0013  ___________________________________________________________________
 CK0013  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK0013  DYNAMIC HT  -          34.272 (meters)     112.44  (feet)  COMP
 CK0013  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CK0013
 CK0013  VERT ORDER  -  FIRST     CLASS II
 CK0013
 CK0013.The horizontal coordinates were scaled from a topographic map and have
 CK0013.an estimated accuracy of +/- 6 seconds.
 CK0013
 CK0013.The orthometric height was determined by differential leveling
 CK0013.and adjusted by the National Geodetic Survey in June 1991..
 CK0013
 CK0013.The geoid height was determined by GEOID03.
 CK0013
 CK0013.The dynamic height is computed by dividing the NAVD 88
 CK0013.geopotential number by the normal gravity value computed on the
 CK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0013.degrees latitude (g = 980.6199 gals.).
 CK0013
 CK0013.The modeled gravity was interpolated from observed gravity values.
 CK0013
 CK0013;                    North         East    Units  Estimated Accuracy
 CK0013;SPC GA E     -   248,530.      231,650.      MT  (+/- 180 meters Scaled)
 CK0013
 CK0013                          SUPERSEDED SURVEY CONTROL
 CK0013
 CK0013  NGVD 29 (??/??/92)   34.527  (m)          113.28   (f) ADJ UNCH    1 2
 CK0013
 CK0013.Superseded values are not recommended for survey control.
 CK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0013.See file dsdata.txt to determine how the superseded data were derived.
 CK0013
 CK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR217674(NAD 83)
 CK0013_MARKER: DB = BENCH MARK DISK
 CK0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0013_SP_SET: BUILDING
 CK0013_STAMPING: A 212 1955
 CK0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0013
 CK0013  HISTORY     - Date     Condition        Report By
 CK0013  HISTORY     - 1955     MONUMENTED       CGS
 CK0013  HISTORY     - 1958     GOOD             NGS
 CK0013
 CK0013                          STATION DESCRIPTION
 CK0013
 CK0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0013'6.4 MI SW FROM NEVILS.
 CK0013'ABOUT 0.55 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 CK0013'AT NEVILS, THENCE ABOUT 3.85 MILES WEST AND SOUTHWEST ALONG A
 CK0013'GRADED SAND ROAD, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG A GRADED
 CK0013'SAND ROAD, THENCE ABOUT 0.75 MILE WEST AND SOUTHWEST ALONG A
 CK0013'GRADED SAND ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A GRADED
 CK0013'SAND ROAD, ABOUT 0.1 MILE NORTHEAST OF THE EVANS-BULLOCH COUNTY
 CK0013'LINE, SET VERTICALLY IN THE SOUTHEAST FACE OF BOWENS LAKE
 CK0013'GROCERY STORE, 92 FEET NORTHWEST OF CENTER LINE OF ROAD, 4 INCHES
 CK0013'NORTHEAST OF SOUTH CORNER OF BUILDING AND 3 FEET ABOVE GROUND.
 CK0013'NOTE-- MARK MAY BE REACHED FROM THE COURT HOUSE AT CLAXTON, EVANS
 CK0013'COUNTY, BY GOING ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 301,
 CK0013'THENCE ABOUT 2.9 MILES EAST AND NORTHEAST ALONG A GRADED SAND
 CK0013'ROAD, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A GRADED ROAD, THENCE
 CK0013'ABOUT 0.75 MILE NORTHEAST ALONG A GRADED SAND ROAD TO BOWENS
 CK0013'LAKE GROCERY STORE.
 CK0013
 CK0013                          STATION RECOVERY (1958)
 CK0013
 CK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CK0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0613 ***********************************************************************
 CK0613  DESIGNATION -  A 213
 CK0613  PID         -  CK0613
 CK0613  STATE/COUNTY-  GA/EFFINGHAM
 CK0613  USGS QUAD   -  RINCON (1979)
 CK0613
 CK0613                         *CURRENT SURVEY CONTROL
 CK0613  ___________________________________________________________________
 CK0613* NAD 83(1986)-  32 16 36.     (N)    081 14 02.     (W)     SCALED    
 CK0613* NAVD 88     -        17.687  (meters)      58.03   (feet)  ADJUSTED  
 CK0613  ___________________________________________________________________
 CK0613  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 CK0613  DYNAMIC HT  -          17.667 (meters)      57.96  (feet)  COMP
 CK0613  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CK0613
 CK0613  VERT ORDER  -  FIRST     CLASS II
 CK0613
 CK0613.The horizontal coordinates were scaled from a topographic map and have
 CK0613.an estimated accuracy of +/- 6 seconds.
 CK0613
 CK0613.The orthometric height was determined by differential leveling
 CK0613.and adjusted by the National Geodetic Survey in June 1991..
 CK0613
 CK0613.The geoid height was determined by GEOID03.
 CK0613
 CK0613.The dynamic height is computed by dividing the NAVD 88
 CK0613.geopotential number by the normal gravity value computed on the
 CK0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0613.degrees latitude (g = 980.6199 gals.).
 CK0613
 CK0613.The modeled gravity was interpolated from observed gravity values.
 CK0613
 CK0613;                    North         East    Units  Estimated Accuracy
 CK0613;SPC GA E     -   252,780.      287,870.      MT  (+/- 180 meters Scaled)
 CK0613
 CK0613                          SUPERSEDED SURVEY CONTROL
 CK0613
 CK0613  NGVD 29 (03/21/89)   17.967  (m)           58.95   (f) ADJUSTED    1 2
 CK0613
 CK0613.Superseded values are not recommended for survey control.
 CK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0613.See file dsdata.txt to determine how the superseded data were derived.
 CK0613
 CK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR779711(NAD 83)
 CK0613_MARKER: DB = BENCH MARK DISK
 CK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0613_STAMPING: A 213 1955
 CK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0613+STABILITY: SURFACE MOTION
 CK0613
 CK0613  HISTORY     - Date     Condition        Report By
 CK0613  HISTORY     - 1955     MONUMENTED       CGS
 CK0613
 CK0613                          STATION DESCRIPTION
 CK0613
 CK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0613'1.4 MI S FROM RINCON.
 CK0613'ABOUT 1.45 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD
 CK0613'FROM THE OVERPASS OF STATE HIGHWAY 21 AT RINCON, ABOUT 0.4 MILE
 CK0613'SOUTH OF MILE POST 483, ABOUT 308 YARDS SOUTH OF A GRADED ROAD
 CK0613'CROSSING, AT THE WEST EDGE OF RIGHT-OF-WAY CLEARING, 51 FEET WEST
 CK0613'OF WEST RAIL, 34 1/2 FEET SOUTHWEST OF THE SIXTH TELEPHONE
 CK0613'POLE SOUTH OF CROSSING, 268 FEET NORTH-NORTHWEST AND ACROSS
 CK0613'TRACK FROM A WHISTLE POST, 2 1/2 FEET NORTHWEST OF A WHITE
 CK0613'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND
 CK0613'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1158 ***********************************************************************
 DG1158  DESIGNATION -  A 214
 DG1158  PID         -  DG1158
 DG1158  STATE/COUNTY-  GA/FULTON
 DG1158  USGS QUAD   -  MABLETON (1992)
 DG1158
 DG1158                         *CURRENT SURVEY CONTROL
 DG1158  ___________________________________________________________________
 DG1158* NAD 83(1986)-  33 46 33.     (N)    084 31 19.     (W)     SCALED    
 DG1158* NAVD 88     -       253.155  (meters)     830.56   (feet)  ADJUSTED  
 DG1158  ___________________________________________________________________
 DG1158  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG1158  DYNAMIC HT  -         252.872 (meters)     829.63  (feet)  COMP
 DG1158  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 DG1158
 DG1158  VERT ORDER  -  SECOND    CLASS 0
 DG1158
 DG1158.The horizontal coordinates were scaled from a topographic map and have
 DG1158.an estimated accuracy of +/- 6 seconds.
 DG1158
 DG1158.The orthometric height was determined by differential leveling
 DG1158.and adjusted by the National Geodetic Survey in June 1991..
 DG1158
 DG1158.The geoid height was determined by GEOID03.
 DG1158
 DG1158.The dynamic height is computed by dividing the NAVD 88
 DG1158.geopotential number by the normal gravity value computed on the
 DG1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1158.degrees latitude (g = 980.6199 gals.).
 DG1158
 DG1158.The modeled gravity was interpolated from observed gravity values.
 DG1158
 DG1158;                    North         East    Units  Estimated Accuracy
 DG1158;SPC GA W     -   418,700.      667,100.      MT  (+/- 180 meters Scaled)
 DG1158
 DG1158                          SUPERSEDED SURVEY CONTROL
 DG1158
 DG1158  NGVD 29 (??/??/92)  253.079  (m)          830.31   (f) ADJ UNCH    2 0
 DG1158
 DG1158.Superseded values are not recommended for survey control.
 DG1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1158.See file dsdata.txt to determine how the superseded data were derived.
 DG1158
 DG1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC294400(NAD 83)
 DG1158_MARKER: DB = BENCH MARK DISK
 DG1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1158_SP_SET: CONCRETE PORCH
 DG1158_STAMPING: A 214 1958
 DG1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1158
 DG1158  HISTORY     - Date     Condition        Report By
 DG1158  HISTORY     - 1958     MONUMENTED       CGS
 DG1158  HISTORY     - 1973     GOOD             NGS
 DG1158  HISTORY     - 20020214 MARK NOT FOUND   GADT
 DG1158
 DG1158                          STATION DESCRIPTION
 DG1158
 DG1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG1158'1.3 MI W FROM ADAMSVILLE.
 DG1158'AT FULTON COUNTY AIRPORT, ATLANTA, GEORGIA.  A STANDARD DISK
 DG1158'STAMPED A 214, 1958, SET IN A DRILL HOLE IN THE SOUTH CORNER OF
 DG1158'THE CONCRETE PORCH FLOOR AT THE SOUTH ENTRANCE TO THE
 DG1158'ADMINISTRATION BUILDING.
 DG1158
 DG1158                          STATION RECOVERY (1973)
 DG1158
 DG1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG1158'RECOVERED IN GOOD CONDITION.
 DG1158
 DG1158                          STATION RECOVERY (2002)
 DG1158
 DG1158'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DG1158'THE ORIGINAL MARK WAS DESTROYED. THE MARK WAS RESET AND ELEVATED PER
 DG1158'NGS STANDARDS IN 1999. DOCUMENTATION OF THE LEVEL LINE, ALONG WITH A
 DG1158'DESCRIPTION AND DISK RUBBING OF THE RESET MARK WERE SUBMITTED TO NGS
 DG1158'ON FEBRUARY 14, 2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5243 ***********************************************************************
 DE5243  DESIGNATION -  A 214 RESET
 DE5243  PID         -  DE5243
 DE5243  STATE/COUNTY-  GA/FULTON
 DE5243  USGS QUAD   -  MABLETON (1992)
 DE5243
 DE5243                         *CURRENT SURVEY CONTROL
 DE5243  ___________________________________________________________________
 DE5243* NAD 83(1986)-  33 46 33.     (N)    084 31 19.     (W)     SCALED    
 DE5243* NAVD 88     -       253.16   (meters)     830.6    (feet)  RESET     
 DE5243  ___________________________________________________________________
 DE5243  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DE5243
 DE5243  VERT ORDER  -  THIRD
 DE5243
 DE5243.The horizontal coordinates were scaled from a topographic map and have
 DE5243.an estimated accuracy of +/- 6 seconds.
 DE5243
 DE5243.The orthometric height was computed from unverified reset data.
 DE5243.No vertical observational check was made to the station.
 DE5243
 DE5243.The geoid height was determined by GEOID03.
 DE5243
 DE5243;                    North         East    Units  Estimated Accuracy
 DE5243;SPC GA W     -   418,700.      667,100.      MT  (+/- 180 meters Scaled)
 DE5243
 DE5243                          SUPERSEDED SURVEY CONTROL
 DE5243
 DE5243.No superseded survey control is available for this station.
 DE5243
 DE5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC294400(NAD 83)
 DE5243_MARKER: DV = VERTICAL CONTROL DISK
 DE5243_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE5243_SP_SET: STEPS
 DE5243_STAMPING: A 214 RESET 1999
 DE5243_MARK LOGO: NGS   
 DE5243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5243
 DE5243  HISTORY     - Date     Condition        Report By
 DE5243  HISTORY     - 1999     MONUMENTED       GADT
 DE5243
 DE5243                          STATION DESCRIPTION
 DE5243
 DE5243'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1999 (DJD)
 DE5243'TO REACH FROM THE INTERSECTION OF SR 70 AND SR 139 (MARTIN LUTHER KING
 DE5243'JR DRIVE) GO NORTH ON SR 70 FOR .15 MILE (0.24 KM) TO THE INTERSECTION
 DE5243'OF SR 70 AND AVIATION CIRCIE ON THE LEFT.  TURN LEFT AND GO WEST ON
 DE5243'AVIATION CIRCLE FOR .40 MILE (0.64 KM) TO THE STATION ON THE LEFT.  A
 DE5243'BRASS CAP SET IN THE TOP OF CONCRETE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0527 ***********************************************************************
 DG0527  DESIGNATION -  A 215
 DG0527  PID         -  DG0527
 DG0527  STATE/COUNTY-  GA/FULTON
 DG0527  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0527
 DG0527                         *CURRENT SURVEY CONTROL
 DG0527  ___________________________________________________________________
 DG0527* NAD 83(1986)-  33 38 59.     (N)    084 25 33.     (W)     SCALED    
 DG0527* NAVD 88     -       302.683  (meters)     993.05   (feet)  ADJUSTED  
 DG0527  ___________________________________________________________________
 DG0527  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0527  DYNAMIC HT  -         302.343 (meters)     991.94  (feet)  COMP
 DG0527  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 DG0527
 DG0527  VERT ORDER  -  SECOND    CLASS 0
 DG0527
 DG0527.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG0527
 DG0527.The horizontal coordinates were scaled from a topographic map and have
 DG0527.an estimated accuracy of +/- 6 seconds.
 DG0527
 DG0527.The orthometric height was determined by differential leveling
 DG0527.and adjusted by the National Geodetic Survey in June 1991..
 DG0527
 DG0527.The geoid height was determined by GEOID03.
 DG0527
 DG0527.The dynamic height is computed by dividing the NAVD 88
 DG0527.geopotential number by the normal gravity value computed on the
 DG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0527.degrees latitude (g = 980.6199 gals.).
 DG0527
 DG0527.The modeled gravity was interpolated from observed gravity values.
 DG0527
 DG0527;                    North         East    Units  Estimated Accuracy
 DG0527;SPC GA W     -   404,690.      675,960.      MT  (+/- 180 meters Scaled)
 DG0527
 DG0527                          SUPERSEDED SURVEY CONTROL
 DG0527
 DG0527  NGVD 29 (??/??/92)  302.634  (m)          992.89   (f) ADJ UNCH    2 0
 DG0527
 DG0527.Superseded values are not recommended for survey control.
 DG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0527.See file dsdata.txt to determine how the superseded data were derived.
 DG0527
 DG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC387262(NAD 83)
 DG0527_MARKER: DB = BENCH MARK DISK
 DG0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0527_SP_SET: BUILDING
 DG0527_STAMPING: A 215 1961
 DG0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0527
 DG0527  HISTORY     - Date     Condition        Report By
 DG0527  HISTORY     - 1961     MONUMENTED       CGS
 DG0527  HISTORY     - 1973     GOOD             NGS
 DG0527  HISTORY     - 1977     GOOD             NGS
 DG0527  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0527
 DG0527                          STATION DESCRIPTION
 DG0527
 DG0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DG0527'0.7 MI W FROM HAPEVILLE.
 DG0527'SET VERTICALLY IN THE EAST WALL OF THE SOUTH CONCOURSE, ABOUT
 DG0527'150 FEET SOUTH OF THE TERMINAL BUILDING, AND NEAR THE NORTHWEST
 DG0527'CORNER OF A PARKING AREA, 99.3 FEET WEST OF A FIRE HYDRANT, 14.0
 DG0527'FEET SOUTH OF A RETAINING WALL, AND 1.0 FOOT ABOVE THE SIDEWALK,
 DG0527'AT THE ATLANTA MUNICIPAL AIRPORT.
 DG0527
 DG0527                          STATION RECOVERY (1973)
 DG0527
 DG0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0527'RECOVERED IN GOOD CONDITION.
 DG0527
 DG0527                          STATION RECOVERY (1977)
 DG0527
 DG0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DG0527'RECOVERED IN GOOD CONDITION.
 DG0527
 DG0527                          STATION RECOVERY (1990)
 DG0527
 DG0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0527'DESTROYED BY AIRPORT CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0262 ***********************************************************************
 CK0262  DESIGNATION -  A 217
 CK0262  PID         -  CK0262
 CK0262  STATE/COUNTY-  GA/CHATHAM
 CK0262  USGS QUAD   -  GARDEN CITY (1980)
 CK0262
 CK0262                         *CURRENT SURVEY CONTROL
 CK0262  ___________________________________________________________________
 CK0262* NAD 83(1986)-  32 07 25.     (N)    081 11 45.     (W)     SCALED    
 CK0262* NAVD 88     -        14.47   (meters)      47.5    (feet)  RESET     
 CK0262  ___________________________________________________________________
 CK0262  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 CK0262
 CK0262  VERT ORDER  -  THIRD
 CK0262
 CK0262.The horizontal coordinates were scaled from a topographic map and have
 CK0262.an estimated accuracy of +/- 6 seconds.
 CK0262
 CK0262.The orthometric height was computed from unverified reset data.
 CK0262.No vertical observational check was made to the station.
 CK0262
 CK0262.The geoid height was determined by GEOID03.
 CK0262
 CK0262;                    North         East    Units  Estimated Accuracy
 CK0262;SPC GA E     -   235,840.      291,610.      MT  (+/- 180 meters Scaled)
 CK0262
 CK0262                          SUPERSEDED SURVEY CONTROL
 CK0262
 CK0262  NGVD 29 (??/??/??)   14.74   (m)           48.4    (f) RESET       3  
 CK0262
 CK0262.Superseded values are not recommended for survey control.
 CK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0262.See file dsdata.txt to determine how the superseded data were derived.
 CK0262
 CK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR815541(NAD 83)
 CK0262_MARKER: DB = BENCH MARK DISK
 CK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0262_STAMPING: A 217 1972
 CK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0262+STABILITY: SURFACE MOTION
 CK0262
 CK0262  HISTORY     - Date     Condition        Report By
 CK0262  HISTORY     - 1972     MONUMENTED       NGS
 CK0262  HISTORY     - 1975     GOOD             NGS
 CK0262  HISTORY     - 1982     GOOD             NGS
 CK0262
 CK0262                          STATION DESCRIPTION
 CK0262
 CK0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CK0262'2 MI W FROM GARDEN CITY.
 CK0262'AT TRAVIS FIELD 160 FEET NE OF AIRPORT BEACON, 53.5 FEET NNE OF
 CK0262'NE CORNER OF NATIONAL WEATHER SERVICE BUILDING, 23.6 SW OF NW
 CK0262'CORNER OF SMALL RED BRICK BUILDING, 7.4 FEET E OF PALM TREE, AND
 CK0262'5.6 FEET W OF SW CORNER OF SMALL RED BRICK BUILDING.  MARK IS A
 CK0262'STANDARD DISK STAMPED A 217 1972 SET IN THE TOP OF A 4 FOOT
 CK0262'CONCRETE MONUMENT, THE TOP OF WHICH IS 3 INCHES BELOW GROUND
 CK0262'LEVEL.
 CK0262
 CK0262                          STATION RECOVERY (1975)
 CK0262
 CK0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CK0262'RECOVERED IN GOOD CONDITION.
 CK0262
 CK0262                          STATION RECOVERY (1982)
 CK0262
 CK0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CK0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0337 ***********************************************************************
 CM0337  DESIGNATION -  A 218
 CM0337  PID         -  CM0337
 CM0337  STATE/COUNTY-  GA/MUSCOGEE
 CM0337  USGS QUAD   -  COLUMBUS (1983)
 CM0337
 CM0337                         *CURRENT SURVEY CONTROL
 CM0337  ___________________________________________________________________
 CM0337* NAD 83(1986)-  32 24 28.     (N)    084 54 59.     (W)     SCALED    
 CM0337* NAVD 88     -        82.572  (meters)     270.90   (feet)  ADJUSTED  
 CM0337  ___________________________________________________________________
 CM0337  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CM0337  DYNAMIC HT  -          82.478 (meters)     270.60  (feet)  COMP
 CM0337  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CM0337
 CM0337  VERT ORDER  -  FIRST     CLASS I
 CM0337
 CM0337.The horizontal coordinates were scaled from a topographic map and have
 CM0337.an estimated accuracy of +/- 6 seconds.
 CM0337
 CM0337.The orthometric height was determined by differential leveling
 CM0337.and adjusted by the National Geodetic Survey in June 1991..
 CM0337
 CM0337.The geoid height was determined by GEOID03.
 CM0337
 CM0337.The dynamic height is computed by dividing the NAVD 88
 CM0337.geopotential number by the normal gravity value computed on the
 CM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0337.degrees latitude (g = 980.6199 gals.).
 CM0337
 CM0337.The modeled gravity was interpolated from observed gravity values.
 CM0337
 CM0337;                    North         East    Units  Estimated Accuracy
 CM0337;SPC GA W     -   267,180.      629,480.      MT  (+/- 180 meters Scaled)
 CM0337
 CM0337                          SUPERSEDED SURVEY CONTROL
 CM0337
 CM0337  NGVD 29 (??/??/92)   82.616  (m)          271.05   (f) ADJ UNCH    1 1
 CM0337
 CM0337.Superseded values are not recommended for survey control.
 CM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0337.See file dsdata.txt to determine how the superseded data were derived.
 CM0337
 CM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA959875(NAD 83)
 CM0337_MARKER: DB = BENCH MARK DISK
 CM0337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM0337_SP_SET: 48 FEET
 CM0337_STAMPING: A 218 1958
 CM0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0337
 CM0337  HISTORY     - Date     Condition        Report By
 CM0337  HISTORY     - 1958     MONUMENTED       CGS
 CM0337  HISTORY     - 1973     GOOD             NGS
 CM0337
 CM0337                          STATION DESCRIPTION
 CM0337
 CM0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0337'6.1 MI SE FROM COLUMBUS.
 CM0337'ABOUT 6.1 MILES SOUTHEAST ALONG THE SEABOARD COAST LINE RAILROAD
 CM0337'FROM THE UNION STATION AT COLUMBUS, ABOUT 0.1 MILE SOUTHEAST OF
 CM0337'MILEPOST 6, 17 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET SOUTH
 CM0337'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 CM0337'25 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 51 FEET
 CM0337'NORTHEAST OF THE CENTER LINE OF CUSSETA ROAD, 15 1/2 FEET NORTH OF
 CM0337'4TH TELEPHONE POLE SOUTHEAST OF THE MILEPOST WHICH IS ALSO THE
 CM0337'1ST TELEPHONE POLE SOUTHEAST OF THE CROSSING OF THE ROAD AND THE
 CM0337'TRACK, 6 1/2 FEET EAST OF A POWER POLE, 0.8 FOOT NORTHEAST OF A
 CM0337'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 CM0337'AND ON THE TOP OF A 5/8 -INCH COPPER COATED ROD THAT WAS DRIVEN TO
 CM0337'A DEPTH OF 48 FEET, PROJECTS 2 INCHES ABOVE THE GROUND, AND IS
 CM0337'ENCASED IN A 6-INCH TILE THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0341 ***********************************************************************
 CM0341  DESIGNATION -  A 219
 CM0341  PID         -  CM0341
 CM0341  STATE/COUNTY-  GA/MUSCOGEE
 CM0341  USGS QUAD   -  COLUMBUS (1983)
 CM0341
 CM0341                         *CURRENT SURVEY CONTROL
 CM0341  ___________________________________________________________________
 CM0341* NAD 83(1986)-  32 26 18.     (N)    084 56 11.     (W)     SCALED    
 CM0341* NAVD 88     -        78.556  (meters)     257.73   (feet)  ADJUSTED  
 CM0341  ___________________________________________________________________
 CM0341  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CM0341  DYNAMIC HT  -          78.468 (meters)     257.44  (feet)  COMP
 CM0341  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CM0341
 CM0341  VERT ORDER  -  FIRST     CLASS I
 CM0341
 CM0341.The horizontal coordinates were scaled from a topographic map and have
 CM0341.an estimated accuracy of +/- 6 seconds.
 CM0341
 CM0341.The orthometric height was determined by differential leveling
 CM0341.and adjusted by the National Geodetic Survey in June 1991..
 CM0341
 CM0341.The geoid height was determined by GEOID03.
 CM0341
 CM0341.The dynamic height is computed by dividing the NAVD 88
 CM0341.geopotential number by the normal gravity value computed on the
 CM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0341.degrees latitude (g = 980.6199 gals.).
 CM0341
 CM0341.The modeled gravity was interpolated from observed gravity values.
 CM0341
 CM0341;                    North         East    Units  Estimated Accuracy
 CM0341;SPC GA W     -   270,580.      627,620.      MT  (+/- 180 meters Scaled)
 CM0341
 CM0341                          SUPERSEDED SURVEY CONTROL
 CM0341
 CM0341  NGVD 29 (??/??/92)   78.600  (m)          257.87   (f) ADJ UNCH    1 1
 CM0341
 CM0341.Superseded values are not recommended for survey control.
 CM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0341.See file dsdata.txt to determine how the superseded data were derived.
 CM0341
 CM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA940908(NAD 83)
 CM0341_MARKER: DB = BENCH MARK DISK
 CM0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0341_STAMPING: A 219 1958
 CM0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0341+STABILITY: SURFACE MOTION
 CM0341
 CM0341  HISTORY     - Date     Condition        Report By
 CM0341  HISTORY     - 1958     MONUMENTED       CGS
 CM0341  HISTORY     - 1973     GOOD             NGS
 CM0341
 CM0341                          STATION DESCRIPTION
 CM0341
 CM0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0341'3.6 MI SE FROM COLUMBUS.
 CM0341'ABOUT 3.6 MILES SOUTHEAST ALONG THE SEABOARD COAST LINE RAILROAD
 CM0341'FROM THE UNION STATION AT COLUMBUS, ABOUT 0.4 MILE NORTHWEST OF
 CM0341'MILEPOST 4, 37 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CM0341'TRACK, AT THE SOUTHEAST END OF THE MOCKING BIRD TRAILER COURT,
 CM0341'145 FEET NORTHWEST OF A SWITCH STAND, 3 FEET SOUTHEAST OF A
 CM0341'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT
 CM0341'150 YARDS WEST OF MILEPOST 4 ON THE CENTRAL OF GEORGIA RAILWAY,
 CM0341'1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 CM0341'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST THAT
 CM0341'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0259 ***********************************************************************
 CM0259  DESIGNATION -  A 220
 CM0259  PID         -  CM0259
 CM0259  STATE/COUNTY-  GA/MARION
 CM0259  USGS QUAD   -  BUENA VISTA (1973)
 CM0259
 CM0259                         *CURRENT SURVEY CONTROL
 CM0259  ___________________________________________________________________
 CM0259* NAD 83(1986)-  32 17 24.     (N)    084 36 19.     (W)     SCALED    
 CM0259* NAVD 88     -       146.242  (meters)     479.80   (feet)  ADJUSTED  
 CM0259  ___________________________________________________________________
 CM0259  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM0259  DYNAMIC HT  -         146.074 (meters)     479.24  (feet)  COMP
 CM0259  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CM0259
 CM0259  VERT ORDER  -  SECOND    CLASS 0
 CM0259
 CM0259.The horizontal coordinates were scaled from a topographic map and have
 CM0259.an estimated accuracy of +/- 6 seconds.
 CM0259
 CM0259.The orthometric height was determined by differential leveling
 CM0259.and adjusted by the National Geodetic Survey in June 1991..
 CM0259
 CM0259.The geoid height was determined by GEOID03.
 CM0259
 CM0259.The dynamic height is computed by dividing the NAVD 88
 CM0259.geopotential number by the normal gravity value computed on the
 CM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0259.degrees latitude (g = 980.6199 gals.).
 CM0259
 CM0259.The modeled gravity was interpolated from observed gravity values.
 CM0259
 CM0259;                    North         East    Units  Estimated Accuracy
 CM0259;SPC GA W     -   253,960.      658,690.      MT  (+/- 180 meters Scaled)
 CM0259
 CM0259                          SUPERSEDED SURVEY CONTROL
 CM0259
 CM0259  NGVD 29 (??/??/92)  146.297  (m)          479.98   (f) ADJ UNCH    2 0
 CM0259
 CM0259.Superseded values are not recommended for survey control.
 CM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0259.See file dsdata.txt to determine how the superseded data were derived.
 CM0259
 CM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA255750(NAD 83)
 CM0259_MARKER: DB = BENCH MARK DISK
 CM0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0259_STAMPING: A 220 1958
 CM0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0259
 CM0259  HISTORY     - Date     Condition        Report By
 CM0259  HISTORY     - 1958     MONUMENTED       CGS
 CM0259
 CM0259                          STATION DESCRIPTION
 CM0259
 CM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0259'7.2 MI W FROM BUENA VISTA.
 CM0259'ABOUT 7.15 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0259'THE STATION AT BUENA VISTA, ABOUT 0.35 MILE WEST OF MILE POST
 CM0259'C 29, AT THE EAST END OF AN 80-FOOT TRESTLE 0286, 33 1/2 FEET
 CM0259'NORTH OF NORTH RAIL, 79 FEET NORTHEAST OF NORTHEAST CORNER OF THE
 CM0259'TRESTLE, 6 FEET EAST OF A T FENCE CORNER, 1 FOOT SOUTH OF THE
 CM0259'EAST-WEST FENCE LINE, ABOUT LEVEL WITH THE TRACK, A DISK WELDED
 CM0259'ON A 3-INCH STEEL PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0437 ***********************************************************************
 CM0437  DESIGNATION -  A 221
 CM0437  PID         -  CM0437
 CM0437  STATE/COUNTY-  GA/MUSCOGEE
 CM0437  USGS QUAD   -  FORTSON (1985)
 CM0437
 CM0437                         *CURRENT SURVEY CONTROL
 CM0437  ___________________________________________________________________
 CM0437* NAD 83(1986)-  32 31 48.     (N)    084 57 52.     (W)     SCALED    
 CM0437* NAVD 88     -       132.614  (meters)     435.08   (feet)  ADJUSTED  
 CM0437  ___________________________________________________________________
 CM0437  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CM0437  DYNAMIC HT  -         132.463 (meters)     434.59  (feet)  COMP
 CM0437  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CM0437
 CM0437  VERT ORDER  -  FIRST     CLASS I
 CM0437
 CM0437.The horizontal coordinates were scaled from a topographic map and have
 CM0437.an estimated accuracy of +/- 6 seconds.
 CM0437
 CM0437.The orthometric height was determined by differential leveling
 CM0437.and adjusted by the National Geodetic Survey in June 1991..
 CM0437.WARNING-Repeat measurements at this control monument indicate possible
 CM0437.vertical movement.
 CM0437
 CM0437.The geoid height was determined by GEOID03.
 CM0437
 CM0437.The dynamic height is computed by dividing the NAVD 88
 CM0437.geopotential number by the normal gravity value computed on the
 CM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0437.degrees latitude (g = 980.6199 gals.).
 CM0437
 CM0437.The modeled gravity was interpolated from observed gravity values.
 CM0437
 CM0437;                    North         East    Units  Estimated Accuracy
 CM0437;SPC GA W     -   280,760.      625,060.      MT  (+/- 180 meters Scaled)
 CM0437
 CM0437                          SUPERSEDED SURVEY CONTROL
 CM0437
 CM0437  NGVD 29 (??/??/92)  132.630  (m)          435.14   (f) ADJ UNCH    1 1
 CM0437
 CM0437.Superseded values are not recommended for survey control.
 CM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0437.See file dsdata.txt to determine how the superseded data were derived.
 CM0437
 CM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB911010(NAD 83)
 CM0437_MARKER: DB = BENCH MARK DISK
 CM0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0437_SP_SET: PIER
 CM0437_STAMPING: A 221 1958
 CM0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0437
 CM0437  HISTORY     - Date     Condition        Report By
 CM0437  HISTORY     - 1958     MONUMENTED       CGS
 CM0437  HISTORY     - 1971     GOOD             NGS
 CM0437  HISTORY     - 1979     GOOD             NGS
 CM0437
 CM0437                          STATION DESCRIPTION
 CM0437
 CM0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0437'5.3 MI N FROM COLUMBUS.
 CM0437'ABOUT 5.3 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0437'THE UNION STATION AT COLUMBUS, ABOUT 0.3 MILE NORTH OF MILE POST
 CM0437'C 5, SET VERTICALLY IN THE EAST FACE OF THE PIER WEST OF THE
 CM0437'TRACK AND UNDER WHITESVILLE ROAD OVERPASS OVER THE RAILWAY, 6 1/2
 CM0437'FEET WEST OF WEST RAIL, 2 FEET NORTH OF THE SOUTH END OF THE PIER,
 CM0437'ABOUT 2 1/2 FEET ABOVE THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL
 CM0437'OF THE TRACK.  NOTE-- THE MARK MAY BE REACHED FROM FORTSON,
 CM0437'MUSCOGEE COUNTY, BY GOING SOUTHWEST FOR 5.75 MILES ALONG THE
 CM0437'CENTRAL OF GEORGIA RAILWAY FROM THE POST OFFICE.
 CM0437
 CM0437                          STATION RECOVERY (1971)
 CM0437
 CM0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM0437'RECOVERED IN GOOD CONDITION.
 CM0437
 CM0437                          STATION RECOVERY (1979)
 CM0437
 CM0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CM0437'NO DESCRIPTION FURNISHED. THE MARK IS AT THE OVERPASS OF WHITESVILLE
 CM0437'RD. OVER THE CENTRAL OF GEORGIA RAILROAD. IT IS AT THE SOUTHWEST END
 CM0437'OF THE NORTHWEST WALL OF THE OVERPASS, A STANDARD DISK SET VERTICALLY
 CM0437'IN THE CONCRETE WALL, ABOUT 2 FT. ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0479 ***********************************************************************
 CM0479  DESIGNATION -  A 222
 CM0479  PID         -  CM0479
 CM0479  STATE/COUNTY-  GA/HARRIS
 CM0479  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM0479
 CM0479                         *CURRENT SURVEY CONTROL
 CM0479  ___________________________________________________________________
 CM0479* NAD 83(1986)-  32 49 25.     (N)    084 50 38.     (W)     SCALED    
 CM0479* NAVD 88     -       273.201  (meters)     896.33   (feet)  ADJUSTED  
 CM0479  ___________________________________________________________________
 CM0479  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CM0479  DYNAMIC HT  -         272.882 (meters)     895.28  (feet)  COMP
 CM0479  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CM0479
 CM0479  VERT ORDER  -  FIRST     CLASS I
 CM0479
 CM0479.The horizontal coordinates were scaled from a topographic map and have
 CM0479.an estimated accuracy of +/- 6 seconds.
 CM0479
 CM0479.The orthometric height was determined by differential leveling
 CM0479.and adjusted by the National Geodetic Survey in June 1991..
 CM0479.WARNING-Repeat measurements at this control monument indicate possible
 CM0479.vertical movement.
 CM0479
 CM0479.The geoid height was determined by GEOID03.
 CM0479
 CM0479.The dynamic height is computed by dividing the NAVD 88
 CM0479.geopotential number by the normal gravity value computed on the
 CM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0479.degrees latitude (g = 980.6199 gals.).
 CM0479
 CM0479.The modeled gravity was interpolated from observed gravity values.
 CM0479
 CM0479;                    North         East    Units  Estimated Accuracy
 CM0479;SPC GA W     -   313,240.      636,590.      MT  (+/- 180 meters Scaled)
 CM0479
 CM0479                          SUPERSEDED SURVEY CONTROL
 CM0479
 CM0479  NGVD 29 (??/??/92)  273.185  (m)          896.27   (f) ADJ UNCH    1 1
 CM0479
 CM0479.Superseded values are not recommended for survey control.
 CM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0479.See file dsdata.txt to determine how the superseded data were derived.
 CM0479
 CM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB018337(NAD 83)
 CM0479_MARKER: DB = BENCH MARK DISK
 CM0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0479_SP_SET: ABUTMENT
 CM0479_STAMPING: A 222 1958
 CM0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0479
 CM0479  HISTORY     - Date     Condition        Report By
 CM0479  HISTORY     - 1958     MONUMENTED       CGS
 CM0479  HISTORY     - 1968     GOOD             NGS
 CM0479  HISTORY     - 20011210 GOOD             NGS
 CM0479
 CM0479                          STATION DESCRIPTION
 CM0479
 CM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0479'3 MI S FROM PINE MOUNTAIN.
 CM0479'ABOUT 3.05 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0479'THE STATION AT PINE MOUNTAIN (FORMERLY CHIPLEY), ABOUT 0.2 MILE
 CM0479'SOUTHWEST OF MILE POST C 30, SET IN THE TOP OF THE SOUTHEAST END
 CM0479'OF THE SOUTHWEST ABUTMENT OF A RAILWAY OVERPASS OVER U. S. HIGHWAY
 CM0479'27, 8 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 2 1/2 FEET NORTHWEST
 CM0479'OF THE SOUTHEAST END OF THE ABUTMENT, ABOUT LEVEL WITH THE TRACK.
 CM0479
 CM0479                          STATION RECOVERY (1968)
 CM0479
 CM0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM0479'RECOVERED IN GOOD CONDITION.
 CM0479
 CM0479                          STATION RECOVERY (2001)
 CM0479
 CM0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CM0479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0920 ***********************************************************************
 DG0920  DESIGNATION -  A 223
 DG0920  PID         -  DG0920
 DG0920  STATE/COUNTY-  GA/HENRY
 DG0920  USGS QUAD   -  MC DONOUGH (1981)
 DG0920
 DG0920                         *CURRENT SURVEY CONTROL
 DG0920  ___________________________________________________________________
 DG0920* NAD 83(1994)-  33 24 34.12629(N)    084 09 49.66734(W)     ADJUSTED  
 DG0920* NAVD 88     -       269.802  (meters)     885.18   (feet)  ADJUSTED  
 DG0920  ___________________________________________________________________
 DG0920  X           -     541,960.805 (meters)                     COMP
 DG0920  Y           -  -5,302,179.257 (meters)                     COMP
 DG0920  Z           -   3,492,090.495 (meters)                     COMP
 DG0920  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG0920  ELLIP HEIGHT-         240.96  (meters)          (09/21/99) GPS OBS
 DG0920  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG0920  DYNAMIC HT  -         269.499 (meters)     884.18  (feet)  COMP
 DG0920  MODELED GRAV-     979,506.6   (mgal)                       NAVD 88
 DG0920
 DG0920  HORZ ORDER  -  FIRST
 DG0920  VERT ORDER  -  FIRST     CLASS I
 DG0920  ELLP ORDER  -  FIFTH     CLASS II
 DG0920
 DG0920.The horizontal coordinates were established by GPS observations
 DG0920.and adjusted by the National Geodetic Survey in September 1999..
 DG0920.No horizontal observational check was made to the station.
 DG0920
 DG0920.The orthometric height was determined by differential leveling
 DG0920.and adjusted by the National Geodetic Survey in June 1991..
 DG0920.WARNING-Repeat measurements at this control monument indicate possible
 DG0920.vertical movement.
 DG0920
 DG0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG0920
 DG0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0920
 DG0920.The ellipsoidal height was determined by GPS observations
 DG0920.and is referenced to NAD 83.
 DG0920
 DG0920.The geoid height was determined by GEOID03.
 DG0920
 DG0920.The dynamic height is computed by dividing the NAVD 88
 DG0920.geopotential number by the normal gravity value computed on the
 DG0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0920.degrees latitude (g = 980.6199 gals.).
 DG0920
 DG0920.The modeled gravity was interpolated from observed gravity values.
 DG0920
 DG0920;                    North         East     Units Scale Factor Converg.
 DG0920;SPC GA W     -   378,011.443   700,266.955   MT  0.99990000   +0 00 05.7
 DG0920;SPC GA W     - 1,240,192.54  2,297,459.17   sFT  0.99990000   +0 00 05.7
 DG0920;UTM  16      - 3,700,279.683   763,758.423   MT  1.00045779   +1 33 45.2
 DG0920
 DG0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0920!SPC GA W     -   0.99996217  x   0.99990000  =   0.99986218
 DG0920!UTM  16      -   0.99996217  x   1.00045779  =   1.00041994
 DG0920
 DG0920                          SUPERSEDED SURVEY CONTROL
 DG0920
 DG0920  NAD 83(1994)-  33 24 34.12545(N)    084 09 49.66657(W) AD(1995.00) 1
 DG0920  ELLIP H (08/25/95)  241.03   (m)                       GP(1995.00) 4 1
 DG0920  NAVD 88 (08/25/95)  269.80   (m)          885.2    (f) LEVELING    3  
 DG0920  NGVD 29 (??/??/92)  269.795  (m)          885.15   (f) ADJ UNCH    1 1
 DG0920
 DG0920.Superseded values are not recommended for survey control.
 DG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0920.See file dsdata.txt to determine how the superseded data were derived.
 DG0920
 DG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6375800280(NAD 83)
 DG0920_MARKER: DB = BENCH MARK DISK
 DG0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0920_STAMPING: A 223 1958
 DG0920_MARK LOGO: CGS   
 DG0920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0920+STABILITY: SURFACE MOTION
 DG0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG0920+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DG0920
 DG0920  HISTORY     - Date     Condition        Report By
 DG0920  HISTORY     - 1958     MONUMENTED       CGS
 DG0920  HISTORY     - 1968     GOOD             NGS
 DG0920  HISTORY     - 1979     GOOD             NGS
 DG0920  HISTORY     - 19950125 GOOD             NGS
 DG0920  HISTORY     - 19970117 GOOD             MSI
 DG0920  HISTORY     - 20060522 GOOD             INDIV
 DG0920
 DG0920                          STATION DESCRIPTION
 DG0920
 DG0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0920'2.5 MI SW FROM MC DONOUGH.
 DG0920'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0920'STATION AT MC DONOUGH, ABOUT 0.4 MILE NORTH OF MILEPOST 4,
 DG0920'ABOUT 0.15 MILE SOUTHWEST OF THE TWO OVERPASSES ON INTERSTATE
 DG0920'75 OVER STATE HIGHWAY 155 AND THE RAILWAY, ABOUT 50 YARDS NORTH
 DG0920'OF THE CENTER OF THE CROSSING OF A FIELD ROAD LEADING EAST, 144
 DG0920'FEET NORTHEAST OF THE NORTHEAST END OF AN 18-INCH CONCRETE PIPE
 DG0920'CULVERT UNDER THE FIELD ROAD, 55.5 FEET NORTHWEST OF THE
 DG0920'NORTHWEST RAIL ON THE OUTSIDE OF A CURVE, 48 FEET SOUTHEAST OF
 DG0920'THE CENTER LINE OF STATE HIGHWAY 155, 18 1/2 FEET NORTHEAST OF
 DG0920'THE SOUTHWEST ONE OF TWO CONCRETE HIGHWAY RIGHT-OF-WAY POSTS, 1
 DG0920'FOOT NORTHEAST OF THE NORTHEAST ONE OF TWO CONCRETE HIGHWAY
 DG0920'RIGHT-OF-WAY POSTS, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 DG0920'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DG0920'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 DG0920'ABOVE THE LEVEL OF THE GROUND.
 DG0920
 DG0920                          STATION RECOVERY (1979)
 DG0920
 DG0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DG0920'RECOVERED IN GOOD CONDITION.
 DG0920
 DG0920                          STATION RECOVERY (1995)
 DG0920
 DG0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 DG0920'RECOVERED AS DESCRIBED.
 DG0920
 DG0920                          STATION RECOVERY (1997)
 DG0920
 DG0920'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 DG0920'RECOVERED AS DESCRIBED.
 DG0920
 DG0920                          STATION RECOVERY (2006)
 DG0920
 DG0920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 DG0920'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0467 ***********************************************************************
 DG0467  DESIGNATION -  A 224
 DG0467  PID         -  DG0467
 DG0467  STATE/COUNTY-  GA/DE KALB
 DG0467  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG0467
 DG0467                         *CURRENT SURVEY CONTROL
 DG0467  ___________________________________________________________________
 DG0467* NAD 83(1986)-  33 39 31.     (N)    084 19 54.     (W)     SCALED    
 DG0467* NAVD 88     -       273.752  (meters)     898.13   (feet)  ADJUSTED  
 DG0467  ___________________________________________________________________
 DG0467  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG0467  DYNAMIC HT  -         273.448 (meters)     897.14  (feet)  COMP
 DG0467  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 DG0467
 DG0467  VERT ORDER  -  FIRST     CLASS I
 DG0467
 DG0467.The horizontal coordinates were scaled from a topographic map and have
 DG0467.an estimated accuracy of +/- 6 seconds.
 DG0467
 DG0467.The orthometric height was determined by differential leveling
 DG0467.and adjusted by the National Geodetic Survey in June 1991..
 DG0467
 DG0467.The geoid height was determined by GEOID03.
 DG0467
 DG0467.The dynamic height is computed by dividing the NAVD 88
 DG0467.geopotential number by the normal gravity value computed on the
 DG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0467.degrees latitude (g = 980.6199 gals.).
 DG0467
 DG0467.The modeled gravity was interpolated from observed gravity values.
 DG0467
 DG0467;                    North         East    Units  Estimated Accuracy
 DG0467;SPC GA W     -   405,650.      684,700.      MT  (+/- 180 meters Scaled)
 DG0467
 DG0467                          SUPERSEDED SURVEY CONTROL
 DG0467
 DG0467  NGVD 29 (??/??/92)  273.686  (m)          897.92   (f) ADJ UNCH    1 1
 DG0467
 DG0467.Superseded values are not recommended for survey control.
 DG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0467.See file dsdata.txt to determine how the superseded data were derived.
 DG0467
 DG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC474274(NAD 83)
 DG0467_MARKER: DB = BENCH MARK DISK
 DG0467_SETTING: 66 = SET IN ROCK OUTCROP
 DG0467_SP_SET: ROCK OUTCROP
 DG0467_STAMPING: A 224 1958
 DG0467_MARK LOGO: CGS   
 DG0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG0467+STABILITY: POSITION/ELEVATION WELL
 DG0467
 DG0467  HISTORY     - Date     Condition        Report By
 DG0467  HISTORY     - 1958     MONUMENTED       CGS
 DG0467  HISTORY     - 1968     GOOD             NGS
 DG0467  HISTORY     - 19900509 POOR             USGS
 DG0467
 DG0467                          STATION DESCRIPTION
 DG0467
 DG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0467'4.8 MI SE FROM ATLANTA.
 DG0467'ABOUT 4.8 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0467'CROSSING OF SAWTELL AVENUE AT ATLANTA, FULTON COUNTY, ABOUT 1.05
 DG0467'MILES NORTHWEST OF THE CROSSING OF GRANT ROAD AT CONLEY, ABOUT
 DG0467'0.45 MILE SOUTHEAST OF MILEPOST 161, ABOUT 134 YARDS NORTH OF
 DG0467'THE CONCRETE OVERPASS OF CEDAR GROVE ROAD OVER THE RAILWAY, SET
 DG0467'VERTICALLY IN THE SOUTHEAST FACE OF A 20-FOOT WIDE AND 12-FOOT
 DG0467'HIGH LIMESTONE CUT, ON THE OUTSIDE OF A CURVE, NEAR THE NORTH
 DG0467'END OF THE CURVE, 9.5 FEET WEST OF THE WEST RAIL, 3.2 FEET
 DG0467'SOUTHEAST OF THE NORTHWEST EDGE OF THE LIMESTONE ROCK, AND ABOUT
 DG0467'2 FEET ABOVE THE LEVEL OF THE TRACK.
 DG0467
 DG0467                          STATION RECOVERY (1990)
 DG0467
 DG0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0467'DESTROYED. SHANK FOUND IN OUTCROP BUT TABLET HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0893 ***********************************************************************
 DG0893  DESIGNATION -  A 225
 DG0893  PID         -  DG0893
 DG0893  STATE/COUNTY-  GA/SPAULDING
 DG0893  USGS QUAD   -  ORCHARD HILL (1982)
 DG0893
 DG0893                         *CURRENT SURVEY CONTROL
 DG0893  ___________________________________________________________________
 DG0893* NAD 83(1986)-  33 14 40.     (N)    084 14 37.     (W)     SCALED    
 DG0893* NAVD 88     -       263.231  (meters)     863.62   (feet)  ADJUSTED  
 DG0893  ___________________________________________________________________
 DG0893  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DG0893  DYNAMIC HT  -         262.932 (meters)     862.64  (feet)  COMP
 DG0893  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 DG0893
 DG0893  VERT ORDER  -  FIRST     CLASS I
 DG0893
 DG0893.The horizontal coordinates were scaled from a topographic map and have
 DG0893.an estimated accuracy of +/- 6 seconds.
 DG0893
 DG0893.The orthometric height was determined by differential leveling
 DG0893.and adjusted by the National Geodetic Survey in June 1991..
 DG0893
 DG0893.The geoid height was determined by GEOID03.
 DG0893
 DG0893.The dynamic height is computed by dividing the NAVD 88
 DG0893.geopotential number by the normal gravity value computed on the
 DG0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0893.degrees latitude (g = 980.6199 gals.).
 DG0893
 DG0893.The modeled gravity was interpolated from observed gravity values.
 DG0893
 DG0893;                    North         East    Units  Estimated Accuracy
 DG0893;SPC GA W     -   359,710.      692,830.      MT  (+/- 180 meters Scaled)
 DG0893
 DG0893                          SUPERSEDED SURVEY CONTROL
 DG0893
 DG0893  NGVD 29 (??/??/92)  263.232  (m)          863.62   (f) ADJ UNCH    1 1
 DG0893
 DG0893.Superseded values are not recommended for survey control.
 DG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0893.See file dsdata.txt to determine how the superseded data were derived.
 DG0893
 DG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB568817(NAD 83)
 DG0893_MARKER: DB = BENCH MARK DISK
 DG0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0893_SP_SET: TOWER BASE
 DG0893_STAMPING: A 225 1958
 DG0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0893
 DG0893  HISTORY     - Date     Condition        Report By
 DG0893  HISTORY     - 1958     MONUMENTED       CGS
 DG0893  HISTORY     - 1968     GOOD             NGS
 DG0893
 DG0893                          STATION DESCRIPTION
 DG0893
 DG0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0893'1 MI SE FROM GRIFFIN.
 DG0893'ABOUT 0.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS
 DG0893'CROSSING OF HILL STREET AT GRIFFIN, SET IN THE TOP OF THE
 DG0893'WEST CORNER OF THE CONCRETE BASE OF A 327 HIGH WKEU STEEL RADIO
 DG0893'TOWER, 286 FEET SOUTHWEST OF SOUTHWEST CURB OF THE HIGHWAY,
 DG0893'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 DG0893
 DG0893                          STATION RECOVERY (1968)
 DG0893
 DG0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0394 ***********************************************************************
 CM0394  DESIGNATION -  A 227
 CM0394  PID         -  CM0394
 CM0394  STATE/COUNTY-  GA/MUSCOGEE
 CM0394  USGS QUAD   -  MIDLAND (1985)
 CM0394
 CM0394                         *CURRENT SURVEY CONTROL
 CM0394  ___________________________________________________________________
 CM0394* NAD 83(1994)-  32 32 07.38555(N)    084 50 55.78950(W)     ADJUSTED  
 CM0394* NAVD 88     -       104.148  (meters)     341.69   (feet)  ADJUSTED  
 CM0394  ___________________________________________________________________
 CM0394  X           -     483,254.783 (meters)                     COMP
 CM0394  Y           -  -5,360,689.054 (meters)                     COMP
 CM0394  Z           -   3,410,673.387 (meters)                     COMP
 CM0394  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CM0394  ELLIP HEIGHT-          76.92  (meters)          (06/13/05) GPS OBS
 CM0394  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CM0394  DYNAMIC HT  -         104.029 (meters)     341.30  (feet)  COMP
 CM0394  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CM0394
 CM0394  HORZ ORDER  -  FIRST
 CM0394  VERT ORDER  -  FIRST     CLASS II
 CM0394  ELLP ORDER  -  FOURTH    CLASS II
 CM0394
 CM0394.The horizontal coordinates were established by GPS observations
 CM0394.and adjusted by the GEORGIA POWER COMPANY in June 2005..
 CM0394
 CM0394.The orthometric height was determined by differential leveling
 CM0394.and adjusted by the National Geodetic Survey in June 1991..
 CM0394
 CM0394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM0394
 CM0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0394
 CM0394.The ellipsoidal height was determined by GPS observations
 CM0394.and is referenced to NAD 83.
 CM0394
 CM0394.The geoid height was determined by GEOID03.
 CM0394
 CM0394.The dynamic height is computed by dividing the NAVD 88
 CM0394.geopotential number by the normal gravity value computed on the
 CM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0394.degrees latitude (g = 980.6199 gals.).
 CM0394
 CM0394.The modeled gravity was interpolated from observed gravity values.
 CM0394
 CM0394;                    North         East     Units Scale Factor Converg.
 CM0394;SPC GA W     -   281,285.718   635,923.340   MT  0.99995061   -0 22 00.8
 CM0394;SPC GA W     -   922,851.56  2,086,358.49   sFT  0.99995061   -0 22 00.8
 CM0394;UTM  16      - 3,601,821.809   702,020.079   MT  1.00010329   +1 09 26.4
 CM0394
 CM0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0394!SPC GA W     -   0.99998792  x   0.99995061  =   0.99993853
 CM0394!UTM  16      -   0.99998792  x   1.00010329  =   1.00009121
 CM0394
 CM0394                          SUPERSEDED SURVEY CONTROL
 CM0394
 CM0394  NAVD 88 (06/13/05)  104.15   (m)          341.7    (f) LEVELING    3  
 CM0394  NGVD 29 (??/??/92)  104.206  (m)          341.88   (f) ADJ UNCH    1 2
 CM0394
 CM0394.Superseded values are not recommended for survey control.
 CM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0394.See file dsdata.txt to determine how the superseded data were derived.
 CM0394
 CM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0202001822(NAD 83)
 CM0394_MARKER: DB = BENCH MARK DISK
 CM0394_SETTING: 66 = SET IN ROCK OUTCROP
 CM0394_SP_SET: BOULDER
 CM0394_STAMPING: A 227 1958
 CM0394_MARK LOGO: CGS   
 CM0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0394+STABILITY: POSITION/ELEVATION WELL
 CM0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM0394+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 CM0394
 CM0394  HISTORY     - Date     Condition        Report By
 CM0394  HISTORY     - 1958     MONUMENTED       CGS
 CM0394  HISTORY     - 19900930 GOOD             NGS
 CM0394  HISTORY     - 20050328 GOOD             GAPC
 CM0394
 CM0394                          STATION DESCRIPTION
 CM0394
 CM0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0394'6.3 MI SW FROM COLUMBUS.
 CM0394'ABOUT 6.3 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0394'FROM THE BRICK CHURCH AND CEMETERY IN UPATOI, ABOUT 0.1 MILE
 CM0394'SOUTHWEST OF MILE POST S 280, BETWEEN THE TRACK AND U.S. HIGHWAY
 CM0394'80, AT THE BRIDGE OVER BULL CREEK, SET IN THE TOP OF A LARGE ROCK
 CM0394'THAT IS PART OF THE NORTHEAST BANK AND REACHES ALL OF THE WAY
 CM0394'ACROSS THE CREEK, 36 FEET NORTHWEST OF THE NORTHWEST END OF THE
 CM0394'NORTHWEST PIER OF RAILWAY BRIDGE M 280.1, 63 FEET SOUTH OF
 CM0394'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE,
 CM0394'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CM0394
 CM0394                          STATION RECOVERY (1990)
 CM0394
 CM0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JRO)
 CM0394'1.40 MILES (2.25 KM) WEST ALONG U.S.  80 (MACON RD) FROM THE PRATT AND
 CM0394'WHITNEY PLANT MAIN ENTRANCE TO THE MARK ON THE LEFT BETWEEN THE
 CM0394'RAILROAD AND THE HIGHWAY AND ON THE EAST SIDE OF BULL CREEK, 77.5 FEET
 CM0394'(23.6 M) WEST OF A POWER POLE, APPROXIMATELY 20 FEET (6.1 M) EAST OF
 CM0394'THE VAGUE CENTER OF BULL CREEK, 40.5 FEET (12.3 M) NORTH
 CM0394'(PERPENDICULAR TO RAILROAD) FROM NORTH POINT OF EASTERLY OF TWO
 CM0394'RAILROAD-BRIDGE PIERS, 2 FEET (0.6 M) EAST OF EXTENDED EAST FACE OF
 CM0394'SAME EASTERLY PIER, 76.7 FEET (23.4 M) EAST-NORTHEAST AND ACROSS BULL
 CM0394'CREEK FROM THE NORTH POINT OF THE WESTERLY RAILROAD-BRIDGE PIER, AN
 CM0394'ESTIMATED 50 FEET (15.2 M) (VISUAL) SOUTH OF THE EXISTING HIGHWAY
 CM0394'CENTERLINE (TWO-LANE BRIDGE) , SET FLUSH IN ROCK.  DISK HAD BEEN PRIED
 CM0394'UP AROUND EDGES BUT CENTER WAS TIGHT, SO EDGES WERE PRESSED DOWN AND
 CM0394'GROUTED.
 CM0394
 CM0394                          STATION RECOVERY (2005)
 CM0394
 CM0394'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 CM0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0021 ***********************************************************************
 CM0021  DESIGNATION -  A 228
 CM0021  PID         -  CM0021
 CM0021  STATE/COUNTY-  GA/TAYLOR
 CM0021  USGS QUAD   -  BUTLER WEST (1985)
 CM0021
 CM0021                         *CURRENT SURVEY CONTROL
 CM0021  ___________________________________________________________________
 CM0021* NAD 83(1986)-  32 34 05.     (N)    084 16 27.     (W)     SCALED    
 CM0021* NAVD 88     -       204.790  (meters)     671.88   (feet)  ADJUSTED  
 CM0021  ___________________________________________________________________
 CM0021  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CM0021  DYNAMIC HT  -         204.560 (meters)     671.13  (feet)  COMP
 CM0021  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CM0021
 CM0021  VERT ORDER  -  FIRST     CLASS II
 CM0021
 CM0021.The horizontal coordinates were scaled from a topographic map and have
 CM0021.an estimated accuracy of +/- 6 seconds.
 CM0021
 CM0021.The orthometric height was determined by differential leveling
 CM0021.and adjusted by the National Geodetic Survey in June 1991..
 CM0021
 CM0021.The geoid height was determined by GEOID03.
 CM0021
 CM0021.The dynamic height is computed by dividing the NAVD 88
 CM0021.geopotential number by the normal gravity value computed on the
 CM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0021.degrees latitude (g = 980.6199 gals.).
 CM0021
 CM0021.The modeled gravity was interpolated from observed gravity values.
 CM0021
 CM0021;                    North         East    Units  Estimated Accuracy
 CM0021;SPC GA W     -   284,710.      689,910.      MT  (+/- 180 meters Scaled)
 CM0021
 CM0021                          SUPERSEDED SURVEY CONTROL
 CM0021
 CM0021  NGVD 29 (??/??/92)  204.874  (m)          672.16   (f) ADJ UNCH    1 2
 CM0021
 CM0021.Superseded values are not recommended for survey control.
 CM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0021.See file dsdata.txt to determine how the superseded data were derived.
 CM0021
 CM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB559066(NAD 83)
 CM0021_MARKER: DB = BENCH MARK DISK
 CM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0021_STAMPING: A 228 1958
 CM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0021+STABILITY: SURFACE MOTION
 CM0021
 CM0021  HISTORY     - Date     Condition        Report By
 CM0021  HISTORY     - 1958     MONUMENTED       CGS
 CM0021
 CM0021                          STATION DESCRIPTION
 CM0021
 CM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0021'2.6 MI W FROM BUTLER.
 CM0021'ABOUT 2.65 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0021'THE STATION AT BUTLER, AT MILE POST S 244, BETWEEN THE TRACK AND
 CM0021'STATE HIGHWAY 96, AT A DRIVE TO A HOUSE NORTH OF THE TRACK, 55 FEET
 CM0021'SOUTH OF SOUTH RAIL, 56 FEET NORTH OF THE CENTER LINE OF THE
 CM0021'HIGHWAY, 80 FEET EAST OF THE CENTER LINE OF THE DRIVE, 166 FEET
 CM0021'SOUTHEAST AND ACROSS THE TRACK AND DRIVE FROM THE MILE POST, 4 FEET
 CM0021'WEST OF A TELEPHONE POLE AND IS IN THE LINE OF THE POLES, ABOUT
 CM0021'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 CM0021'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0690 ***********************************************************************
 DF0690  DESIGNATION -  A 229
 DF0690  PID         -  DF0690
 DF0690  STATE/COUNTY-  GA/JASPER
 DF0690  USGS QUAD   -  SHADY DALE (1985)
 DF0690
 DF0690                         *CURRENT SURVEY CONTROL
 DF0690  ___________________________________________________________________
 DF0690* NAD 83(1986)-  33 22 59.     (N)    083 34 44.     (W)     SCALED    
 DF0690* NAVD 88     -       197.059  (meters)     646.52   (feet)  ADJUSTED  
 DF0690  ___________________________________________________________________
 DF0690  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DF0690  DYNAMIC HT  -         196.848 (meters)     645.83  (feet)  COMP
 DF0690  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DF0690
 DF0690  VERT ORDER  -  FIRST     CLASS II
 DF0690
 DF0690.The horizontal coordinates were scaled from a topographic map and have
 DF0690.an estimated accuracy of +/- 6 seconds.
 DF0690
 DF0690.The orthometric height was determined by differential leveling
 DF0690.and adjusted by the National Geodetic Survey in June 1991..
 DF0690
 DF0690.The geoid height was determined by GEOID03.
 DF0690
 DF0690.The dynamic height is computed by dividing the NAVD 88
 DF0690.geopotential number by the normal gravity value computed on the
 DF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0690.degrees latitude (g = 980.6199 gals.).
 DF0690
 DF0690.The modeled gravity was interpolated from observed gravity values.
 DF0690
 DF0690;                    North         East    Units  Estimated Accuracy
 DF0690;SPC GA W     -   375,240.      754,690.      MT  (+/- 180 meters Scaled)
 DF0690
 DF0690                          SUPERSEDED SURVEY CONTROL
 DF0690
 DF0690  NGVD 29 (??/??/92)  197.144  (m)          646.80   (f) ADJ UNCH    1 2
 DF0690
 DF0690.Superseded values are not recommended for survey control.
 DF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0690.See file dsdata.txt to determine how the superseded data were derived.
 DF0690
 DF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS601967(NAD 83)
 DF0690_MARKER: DB = BENCH MARK DISK
 DF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0690_STAMPING: A 229 1958
 DF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0690+STABILITY: SURFACE MOTION
 DF0690
 DF0690  HISTORY     - Date     Condition        Report By
 DF0690  HISTORY     - 1958     MONUMENTED       CGS
 DF0690  HISTORY     - 1971     GOOD             USGS
 DF0690  HISTORY     - 1977     MARK NOT FOUND   NGS
 DF0690
 DF0690                          STATION DESCRIPTION
 DF0690
 DF0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0690'1.4 MI SE FROM MACHEN.
 DF0690'ABOUT 0.15 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0690'FROM THE STATION AT MACHEN, THENCE ABOUT 1.2 MILES SOUTHEAST ALONG
 DF0690'THE C. OF G. RY, 0.15 MILE (376 YARDS) NORTHWEST OF MILEPOST
 DF0690'S 225, 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 49 FEET NORTH OF
 DF0690'THE CENTER LINE OF GRAVEL ROAD LEADING WEST AND AWAY FROM THE
 DF0690'TRACK FROM THIS POINT, 133 FEET WEST OF THE CENTER OF CROSSING OF
 DF0690'PRIVATE ROAD LEADING NORTHEAST, 240 FEET WEST OF THE CENTER OF THE
 DF0690'CROSSING OF A PRIVATE ROAD LEADING EAST TO A FARM HOUSE, 2 FEET
 DF0690'WEST OF A 1-FOOT-HIGH STEEL RAIL RIGHT-OF-WAY POST, 2 FEET EAST OF
 DF0690'A STEEL WITNESS POST ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK,
 DF0690'AND IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DF0690
 DF0690                          STATION RECOVERY (1971)
 DF0690
 DF0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DF0690'RECOVERED IN GOOD CONDITION.
 DF0690
 DF0690                          STATION RECOVERY (1977)
 DF0690
 DF0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DF0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0667 ***********************************************************************
 DF0667  DESIGNATION -  A 230
 DF0667  PID         -  DF0667
 DF0667  STATE/COUNTY-  GA/JASPER
 DF0667  USGS QUAD   -  SMITHBORO (1981)
 DF0667
 DF0667                         *CURRENT SURVEY CONTROL
 DF0667  ___________________________________________________________________
 DF0667* NAD 83(1986)-  33 21 07.     (N)    083 37 17.     (W)     SCALED    
 DF0667* NAVD 88     -       140.144  (meters)     459.79   (feet)  ADJUSTED  
 DF0667  ___________________________________________________________________
 DF0667  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DF0667  DYNAMIC HT  -         139.994 (meters)     459.30  (feet)  COMP
 DF0667  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DF0667
 DF0667  VERT ORDER  -  SECOND    CLASS 0
 DF0667
 DF0667.The horizontal coordinates were scaled from a topographic map and have
 DF0667.an estimated accuracy of +/- 6 seconds.
 DF0667
 DF0667.The orthometric height was determined by differential leveling
 DF0667.and adjusted by the National Geodetic Survey in June 1991..
 DF0667
 DF0667.The geoid height was determined by GEOID03.
 DF0667
 DF0667.The dynamic height is computed by dividing the NAVD 88
 DF0667.geopotential number by the normal gravity value computed on the
 DF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0667.degrees latitude (g = 980.6199 gals.).
 DF0667
 DF0667.The modeled gravity was interpolated from observed gravity values.
 DF0667
 DF0667;                    North         East    Units  Estimated Accuracy
 DF0667;SPC GA W     -   371,760.      750,750.      MT  (+/- 180 meters Scaled)
 DF0667
 DF0667                          SUPERSEDED SURVEY CONTROL
 DF0667
 DF0667  NGVD 29 (??/??/92)  140.222  (m)          460.05   (f) ADJ UNCH    2 0
 DF0667
 DF0667.Superseded values are not recommended for survey control.
 DF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0667.See file dsdata.txt to determine how the superseded data were derived.
 DF0667
 DF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS560933(NAD 83)
 DF0667_MARKER: DB = BENCH MARK DISK
 DF0667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF0667_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DF0667_STAMPING: A 230 1958
 DF0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0667
 DF0667  HISTORY     - Date     Condition        Report By
 DF0667  HISTORY     - 1958     MONUMENTED       CGS
 DF0667
 DF0667                          STATION DESCRIPTION
 DF0667
 DF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0667'3.2 MI SW FROM MACHEN.
 DF0667'ABOUT 3.15 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0667'FROM THE STATION AT MACHEN, 142 YARDS NORTHEAST OF MILEPOST M 50,
 DF0667'33 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13.3 FEET SOUTHEAST OF
 DF0667'A TELEPHONE POLE, 209 YARDS NORTHEAST OF THE NORTHEAST END OF TRESTLE
 DF0667'F 49.9, 153 YARDS SOUTHWEST OF THE SOUTHWEST END OF TRESTLE F 50.2,
 DF0667'AND BRAZED ON TOP OF A 3-INCH IRON PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0077 ***********************************************************************
 CM0077  DESIGNATION -  A 231
 CM0077  PID         -  CM0077
 CM0077  STATE/COUNTY-  GA/UPSON
 CM0077  USGS QUAD   -  YATESVILLE (1973)
 CM0077
 CM0077                         *CURRENT SURVEY CONTROL
 CM0077  ___________________________________________________________________
 CM0077* NAD 83(1986)-  32 56 30.     (N)    084 11 20.     (W)     SCALED    
 CM0077* NAVD 88     -       232.212  (meters)     761.85   (feet)  ADJUSTED  
 CM0077  ___________________________________________________________________
 CM0077  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CM0077  DYNAMIC HT  -         231.954 (meters)     761.00  (feet)  COMP
 CM0077  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 CM0077
 CM0077  VERT ORDER  -  SECOND    CLASS 0
 CM0077
 CM0077.The horizontal coordinates were scaled from a topographic map and have
 CM0077.an estimated accuracy of +/- 6 seconds.
 CM0077
 CM0077.The orthometric height was determined by differential leveling
 CM0077.and adjusted by the National Geodetic Survey in June 1991..
 CM0077
 CM0077.The geoid height was determined by GEOID03.
 CM0077
 CM0077.The dynamic height is computed by dividing the NAVD 88
 CM0077.geopotential number by the normal gravity value computed on the
 CM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0077.degrees latitude (g = 980.6199 gals.).
 CM0077
 CM0077.The modeled gravity was interpolated from observed gravity values.
 CM0077
 CM0077;                    North         East    Units  Estimated Accuracy
 CM0077;SPC GA W     -   326,130.      697,920.      MT  (+/- 180 meters Scaled)
 CM0077
 CM0077                          SUPERSEDED SURVEY CONTROL
 CM0077
 CM0077  NGVD 29 (??/??/92)  232.257  (m)          762.00   (f) ADJ UNCH    2 0
 CM0077
 CM0077.Superseded values are not recommended for survey control.
 CM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0077.See file dsdata.txt to determine how the superseded data were derived.
 CM0077
 CM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB628483(NAD 83)
 CM0077_MARKER: DB = BENCH MARK DISK
 CM0077_SETTING: 66 = SET IN ROCK OUTCROP
 CM0077_SP_SET: OUTCROP
 CM0077_STAMPING: A 231 1958
 CM0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0077+STABILITY: POSITION/ELEVATION WELL
 CM0077
 CM0077  HISTORY     - Date     Condition        Report By
 CM0077  HISTORY     - 1958     MONUMENTED       CGS
 CM0077
 CM0077                          STATION DESCRIPTION
 CM0077
 CM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0077'3 MI SE FROM TOPEKA JUNCTION.
 CM0077'ABOUT 2.85 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CM0077'CROSSING OF THE CENTRAL OF GEORGIA RAILWAY AT TOPEKA JUNCTION,
 CM0077'THENCE ABOUT 0.2 MILE WEST ALONG BOYT ROAD, 306 FEET WEST-NORTHWEST
 CM0077'OF CENTER OF INTERSECTION OF BOYT ROAD AND REST HAVEN ROAD, 45 FEET
 CM0077'SOUTHWEST OF CENTER LINE OF REST HAVEN ROAD, 220 FEET NORTH OF
 CM0077'CENTER LINE OF BOYT ROAD, 28 1/2 FEET SOUTHWEST OF A WIRE FENCE
 CM0077'LINE, IN THE TOP OF THE HIGHEST PART OF A 6 BY 9-FOOT BY 1-FOOT
 CM0077'HIGH EXPOSED PART OF A GRANITE ROCK OUTCROP, 2 1/2 FEET NORTHEAST
 CM0077'OF SOUTHWEST CORNER OF OUTCROP, ABOUT 30 FEET SOUTH OF TWO
 CM0077'SIMILAR OUTCROPS WHICH ARE ALL IN SAME PASTURE, AND ABOUT 4 1/2
 CM0077'FEET ABOVE LEVEL OF REST HAVEN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0814 ***********************************************************************
 DG0814  DESIGNATION -  A 232
 DG0814  PID         -  DG0814
 DG0814  STATE/COUNTY-  GA/LAMAR
 DG0814  USGS QUAD   -  ORCHARD HILL (1982)
 DG0814
 DG0814                         *CURRENT SURVEY CONTROL
 DG0814  ___________________________________________________________________
 DG0814* NAD 83(1986)-  33 08 57.     (N)    084 12 09.     (W)     SCALED    
 DG0814* NAVD 88     -       259.013  (meters)     849.78   (feet)  ADJUSTED  
 DG0814  ___________________________________________________________________
 DG0814  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DG0814  DYNAMIC HT  -         258.720 (meters)     848.82  (feet)  COMP
 DG0814  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 DG0814
 DG0814  VERT ORDER  -  SECOND    CLASS 0
 DG0814
 DG0814.The horizontal coordinates were scaled from a topographic map and have
 DG0814.an estimated accuracy of +/- 6 seconds.
 DG0814
 DG0814.The orthometric height was determined by differential leveling
 DG0814.and adjusted by the National Geodetic Survey in June 1991..
 DG0814
 DG0814.The geoid height was determined by GEOID03.
 DG0814
 DG0814.The dynamic height is computed by dividing the NAVD 88
 DG0814.geopotential number by the normal gravity value computed on the
 DG0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0814.degrees latitude (g = 980.6199 gals.).
 DG0814
 DG0814.The modeled gravity was interpolated from observed gravity values.
 DG0814
 DG0814;                    North         East    Units  Estimated Accuracy
 DG0814;SPC GA W     -   349,140.      696,660.      MT  (+/- 180 meters Scaled)
 DG0814
 DG0814                          SUPERSEDED SURVEY CONTROL
 DG0814
 DG0814  NGVD 29 (??/??/92)  259.041  (m)          849.87   (f) ADJ UNCH    2 0
 DG0814
 DG0814.Superseded values are not recommended for survey control.
 DG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0814.See file dsdata.txt to determine how the superseded data were derived.
 DG0814
 DG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB609713(NAD 83)
 DG0814_MARKER: DB = BENCH MARK DISK
 DG0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0814_SP_SET: BRIDGE PIER
 DG0814_STAMPING: A 232 1958
 DG0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0814
 DG0814  HISTORY     - Date     Condition        Report By
 DG0814  HISTORY     - 1958     MONUMENTED       CGS
 DG0814
 DG0814                          STATION DESCRIPTION
 DG0814
 DG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0814'2.6 MI N FROM MILNER.
 DG0814'ABOUT 2.55 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DG0814'THE STATION AT MILNER, 0.55 MILE NORTHWEST OF MILEPOST S 242,
 DG0814'21 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET VERTICALLY IN THE
 DG0814'NORTHEAST FACE OF THE FIFTH PIER FROM THE NORTHWEST END OF U.S.
 DG0814'HIGHWAY 41 OVERPASS 242-5 OVER THE TRACK, 2 1/2 FEET ABOVE THE
 DG0814'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0540 ***********************************************************************
 DF0540  DESIGNATION -  A 234
 DF0540  PID         -  DF0540
 DF0540  STATE/COUNTY-  GA/BALDWIN
 DF0540  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF0540
 DF0540                         *CURRENT SURVEY CONTROL
 DF0540  ___________________________________________________________________
 DF0540* NAD 83(1986)-  33 05 26.     (N)    083 13 53.     (W)     SCALED    
 DF0540* NAVD 88     -        91.696  (meters)     300.84   (feet)  ADJUSTED  
 DF0540  ___________________________________________________________________
 DF0540  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DF0540  DYNAMIC HT  -          91.598 (meters)     300.52  (feet)  COMP
 DF0540  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DF0540
 DF0540  VERT ORDER  -  FIRST     CLASS II
 DF0540
 DF0540.The horizontal coordinates were scaled from a topographic map and have
 DF0540.an estimated accuracy of +/- 6 seconds.
 DF0540
 DF0540.The orthometric height was determined by differential leveling
 DF0540.and adjusted by the National Geodetic Survey in June 1991..
 DF0540
 DF0540.The geoid height was determined by GEOID03.
 DF0540
 DF0540.The dynamic height is computed by dividing the NAVD 88
 DF0540.geopotential number by the normal gravity value computed on the
 DF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0540.degrees latitude (g = 980.6199 gals.).
 DF0540
 DF0540.The modeled gravity was interpolated from observed gravity values.
 DF0540
 DF0540;                    North         East    Units  Estimated Accuracy
 DF0540;SPC GA E     -   343,150.      100,610.      MT  (+/- 180 meters Scaled)
 DF0540
 DF0540                          SUPERSEDED SURVEY CONTROL
 DF0540
 DF0540  NGVD 29 (??/??/92)   91.862  (m)          301.38   (f) ADJ UNCH    1 2
 DF0540
 DF0540.Superseded values are not recommended for survey control.
 DF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0540.See file dsdata.txt to determine how the superseded data were derived.
 DF0540
 DF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS917635(NAD 83)
 DF0540_MARKER: DB = BENCH MARK DISK
 DF0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0540_SP_SET: OVERPASS
 DF0540_STAMPING: A 234 1959
 DF0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0540
 DF0540  HISTORY     - Date     Condition        Report By
 DF0540  HISTORY     - 1959     MONUMENTED       CGS
 DF0540  HISTORY     - 1976     GOOD             NGS
 DF0540  HISTORY     - 1979     GOOD             NGS
 DF0540  HISTORY     - 19960101 GOOD             METRIC
 DF0540
 DF0540                          STATION DESCRIPTION
 DF0540
 DF0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DF0540'AT MILLEDGEVILLE.
 DF0540'AT MILLEDGEVILLE, 0.2 MILE WEST ALONG THE GEORGIA RAILROAD
 DF0540'FROM THE STATION, 13 FEET NORTH OF THE NORTH RAIL, IN TOP OF
 DF0540'THE EAST END OF THE NORTH HEADWALL TO THE FIRST OVERPASS WEST
 DF0540'OF THE STATION OVER A BLACK TOP STREET, 1 1/2 FEET WEST OF THE
 DF0540'EAST END OF THE HEADWALL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 DF0540'OF THE TRACK.
 DF0540
 DF0540                          STATION RECOVERY (1976)
 DF0540
 DF0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0540'RECOVERED IN GOOD CONDITION.
 DF0540
 DF0540                          STATION RECOVERY (1979)
 DF0540
 DF0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0540'RECOVERED IN GOOD CONDITION.
 DF0540
 DF0540                          STATION RECOVERY (1996)
 DF0540
 DF0540'RECOVERY NOTE BY METRIC SURVEYS 1996 (HB)
 DF0540'GOOD CONDITION - RECOVERED AS DESCRIBED AT RAILROAD CROSSING N
 DF0540'WILKINSON ST IN MILLEDGEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0924 ***********************************************************************
 DF0924  DESIGNATION -  A 235
 DF0924  PID         -  DF0924
 DF0924  STATE/COUNTY-  GA/BALDWIN
 DF0924  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0924
 DF0924                         *CURRENT SURVEY CONTROL
 DF0924  ___________________________________________________________________
 DF0924* NAD 83(1986)-  33 06 31.     (N)    083 16 34.     (W)     SCALED    
 DF0924* NAVD 88     -       139.299  (meters)     457.02   (feet)  ADJUSTED  
 DF0924  ___________________________________________________________________
 DF0924  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF0924  DYNAMIC HT  -         139.150 (meters)     456.53  (feet)  COMP
 DF0924  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DF0924
 DF0924  VERT ORDER  -  FIRST     CLASS II
 DF0924
 DF0924.The horizontal coordinates were scaled from a topographic map and have
 DF0924.an estimated accuracy of +/- 6 seconds.
 DF0924
 DF0924.The orthometric height was determined by differential leveling
 DF0924.and adjusted by the National Geodetic Survey in June 1991..
 DF0924
 DF0924.The geoid height was determined by GEOID03.
 DF0924
 DF0924.The dynamic height is computed by dividing the NAVD 88
 DF0924.geopotential number by the normal gravity value computed on the
 DF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0924.degrees latitude (g = 980.6199 gals.).
 DF0924
 DF0924.The modeled gravity was interpolated from observed gravity values.
 DF0924
 DF0924;                    North         East    Units  Estimated Accuracy
 DF0924;SPC GA E     -   345,190.       96,450.      MT  (+/- 180 meters Scaled)
 DF0924
 DF0924                          SUPERSEDED SURVEY CONTROL
 DF0924
 DF0924  NGVD 29 (??/??/92)  139.457  (m)          457.54   (f) ADJ UNCH    1 2
 DF0924
 DF0924.Superseded values are not recommended for survey control.
 DF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0924.See file dsdata.txt to determine how the superseded data were derived.
 DF0924
 DF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS876656(NAD 83)
 DF0924
 DF0924  HISTORY     - Date     Condition        Report By
 DF0924  HISTORY     - UNK      MONUMENTED
 DF0924  HISTORY     - 20041117 GOOD             GADT
 DF0924
 DF0924                          STATION DESCRIPTION
 DF0924
 DF0924'DESCRIBED UNK
 DF0924'RECOVERED IN GOOD CONDITION.
 DF0924
 DF0924                          STATION RECOVERY (2004)
 DF0924
 DF0924'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DF0924'NO DESCRIPTIVE TEXT WAS AVAILABLE ON THE NGS WEBSITE AT THIS TIME,
 DF0924'HOWEVER THIS MARKER WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0997 ***********************************************************************
 CL0997  DESIGNATION -  A 236
 CL0997  PID         -  CL0997
 CL0997  STATE/COUNTY-  GA/BIBB
 CL0997  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL0997
 CL0997                         *CURRENT SURVEY CONTROL
 CL0997  ___________________________________________________________________
 CL0997* NAD 83(1986)-  32 44 28.     (N)    083 39 32.     (W)     SCALED    
 CL0997* NAVD 88     -       108.218  (meters)     355.05   (feet)  ADJUSTED  
 CL0997  ___________________________________________________________________
 CL0997  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL0997  DYNAMIC HT  -         108.098 (meters)     354.65  (feet)  COMP
 CL0997  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 CL0997
 CL0997  VERT ORDER  -  FIRST     CLASS II
 CL0997
 CL0997.The horizontal coordinates were scaled from a topographic map and have
 CL0997.an estimated accuracy of +/- 6 seconds.
 CL0997
 CL0997.The orthometric height was determined by differential leveling
 CL0997.and adjusted by the National Geodetic Survey in June 1991..
 CL0997
 CL0997.The geoid height was determined by GEOID03.
 CL0997
 CL0997.The dynamic height is computed by dividing the NAVD 88
 CL0997.geopotential number by the normal gravity value computed on the
 CL0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0997.degrees latitude (g = 980.6199 gals.).
 CL0997
 CL0997.The modeled gravity was interpolated from observed gravity values.
 CL0997
 CL0997;                    North         East    Units  Estimated Accuracy
 CL0997;SPC GA W     -   304,010.      747,590.      MT  (+/- 180 meters Scaled)
 CL0997
 CL0997                          SUPERSEDED SURVEY CONTROL
 CL0997
 CL0997  NGVD 29 (??/??/92)  108.338  (m)          355.44   (f) ADJ UNCH    1 2
 CL0997
 CL0997.Superseded values are not recommended for survey control.
 CL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0997.See file dsdata.txt to determine how the superseded data were derived.
 CL0997
 CL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS508257(NAD 83)
 CL0997_MARKER: DB = BENCH MARK DISK
 CL0997_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CL0997_SP_SET: 48 FT
 CL0997_STAMPING: A 236 1958
 CL0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0997
 CL0997  HISTORY     - Date     Condition        Report By
 CL0997  HISTORY     - 1958     MONUMENTED       CGS
 CL0997  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0997  HISTORY     - 20030515 MARK NOT FOUND   GADT
 CL0997
 CL0997                          STATION DESCRIPTION
 CL0997
 CL0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0997'6.8 MI S FROM MACON.
 CL0997'ABOUT 6.85 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0997'FROM THE STATION AT MACON, 0.1 MILE NORTHEAST IF MILEPOST S 198,
 CL0997'0.3 MILE SOUTHWEST OF STATE HIGHWAY 247 OVERPASS OVER THE TRACK,
 CL0997'AT THE CROSSING OF ALLEN ROAD, 48 FEET SOUTHEAST OF AND ACROSS THE
 CL0997'SIDE TRACK FROM THE SOUTHEAST RAIL OF THE MAIN TRACK, 43 1/2 FEET
 CL0997'NORTHEAST OF THE CENTER LINE OF ALLEN ROAD, 26 FEET NORTH-NORTHWEST
 CL0997'OF A STEEL POST SUPPORTING A CROSSING SIGN, 26 1/2 FEET NORTHWEST
 CL0997'OF A FENCE CORNER POST, 2 1/2 FEET NORTHEAST OF THE FIRST
 CL0997'TELEPHONE POLE NORTHEAST OF THE CROSSING AND IS IN LINE WITH
 CL0997'THE ROW OF POLES, 1 FOOT SOUTHWEST OF A STEEL WITNESS POST, ABOUT
 CL0997'2 1/2 FEET ABOVE THE LEVEL OF THE CROSSING, AND IS A DISK ON A
 CL0997'COPPER COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A
 CL0997'6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 CL0997'OF 48 FEET.
 CL0997
 CL0997                          STATION RECOVERY (1973)
 CL0997
 CL0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0997'MARK NOT FOUND.
 CL0997
 CL0997                          STATION RECOVERY (2003)
 CL0997
 CL0997'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1077 ***********************************************************************
 CL1077  DESIGNATION -  A 237
 CL1077  PID         -  CL1077
 CL1077  STATE/COUNTY-  GA/PEACH
 CL1077  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1077
 CL1077                         *CURRENT SURVEY CONTROL
 CL1077  ___________________________________________________________________
 CL1077* NAD 83(1986)-  32 32 44.     (N)    083 56 51.     (W)     SCALED    
 CL1077* NAVD 88     -       160.319  (meters)     525.98   (feet)  ADJUSTED  
 CL1077  ___________________________________________________________________
 CL1077  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CL1077  DYNAMIC HT  -         160.143 (meters)     525.40  (feet)  COMP
 CL1077  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 CL1077
 CL1077  VERT ORDER  -  FIRST     CLASS II
 CL1077
 CL1077.The horizontal coordinates were scaled from a topographic map and have
 CL1077.an estimated accuracy of +/- 6 seconds.
 CL1077
 CL1077.The orthometric height was determined by differential leveling
 CL1077.and adjusted by the National Geodetic Survey in June 1991..
 CL1077
 CL1077.The geoid height was determined by GEOID03.
 CL1077
 CL1077.The dynamic height is computed by dividing the NAVD 88
 CL1077.geopotential number by the normal gravity value computed on the
 CL1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1077.degrees latitude (g = 980.6199 gals.).
 CL1077
 CL1077.The modeled gravity was interpolated from observed gravity values.
 CL1077
 CL1077;                    North         East    Units  Estimated Accuracy
 CL1077;SPC GA W     -   282,230.      720,580.      MT  (+/- 180 meters Scaled)
 CL1077
 CL1077                          SUPERSEDED SURVEY CONTROL
 CL1077
 CL1077  NGVD 29 (??/??/92)  160.416  (m)          526.30   (f) ADJ UNCH    1 2
 CL1077
 CL1077.Superseded values are not recommended for survey control.
 CL1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1077.See file dsdata.txt to determine how the superseded data were derived.
 CL1077
 CL1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS232047(NAD 83)
 CL1077_MARKER: DB = BENCH MARK DISK
 CL1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1077_STAMPING: A 237 1958
 CL1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1077+STABILITY: SURFACE MOTION
 CL1077
 CL1077  HISTORY     - Date     Condition        Report By
 CL1077  HISTORY     - 1958     MONUMENTED       CGS
 CL1077  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL1077
 CL1077                          STATION DESCRIPTION
 CL1077
 CL1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1077'3.8 MI W FROM FORT VALLEY.
 CL1077'ABOUT 3.75 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL1077'THE STATION AT FORT VALLEY, AT MILEPOLE 223+16, ABOUT 90 YARDS
 CL1077'NORTH OF AND ACROSS AN OPEN FIELD FROM THE NORTH CORNER OF AN
 CL1077'OLD WOODEN BARN, (THE BARN IS AT THE END OF A PRIVATE ROAD
 CL1077'LEADING SOUTHEAST), ALONG THE NORTHWEST EDGE OF THE OPEN FIELD,
 CL1077'51 FEET SOUTHEAST OF THE SOUTHEAST RAIL (SLOPE MEASUREMENT), 5 1/2
 CL1077'FEET NORTHEAST OF THE NORTHEAST ONE OF TWO 14-INCH PINE TREES,
 CL1077'IN LINE WITH THE NORTHWEST SIDE OF THE TREES, 3 FEET SOUTHWEST
 CL1077'OF A STEEL WITNESS POST, ABOUT 25 FEET ABOVE THE LEVEL OF THE
 CL1077'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CL1077
 CL1077                          STATION RECOVERY (1973)
 CL1077
 CL1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0954 ***********************************************************************
 CL0954  DESIGNATION -  A 238
 CL0954  PID         -  CL0954
 CL0954  STATE/COUNTY-  GA/PEACH
 CL0954  USGS QUAD   -  BYRON (1985)
 CL0954
 CL0954                         *CURRENT SURVEY CONTROL
 CL0954  ___________________________________________________________________
 CL0954* NAD 83(1986)-  32 37 40.     (N)    083 46 50.     (W)     SCALED    
 CL0954* NAVD 88     -       132.078  (meters)     433.33   (feet)  ADJUSTED  
 CL0954  ___________________________________________________________________
 CL0954  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CL0954  DYNAMIC HT  -         131.929 (meters)     432.84  (feet)  COMP
 CL0954  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CL0954
 CL0954  VERT ORDER  -  FIRST     CLASS II
 CL0954
 CL0954.The horizontal coordinates were scaled from a topographic map and have
 CL0954.an estimated accuracy of +/- 6 seconds.
 CL0954
 CL0954.The orthometric height was determined by differential leveling
 CL0954.and adjusted by the National Geodetic Survey in June 1991..
 CL0954
 CL0954.The geoid height was determined by GEOID03.
 CL0954
 CL0954.The dynamic height is computed by dividing the NAVD 88
 CL0954.geopotential number by the normal gravity value computed on the
 CL0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0954.degrees latitude (g = 980.6199 gals.).
 CL0954
 CL0954.The modeled gravity was interpolated from observed gravity values.
 CL0954
 CL0954;                    North         East    Units  Estimated Accuracy
 CL0954;SPC GA W     -   291,390.      736,230.      MT  (+/- 180 meters Scaled)
 CL0954
 CL0954                          SUPERSEDED SURVEY CONTROL
 CL0954
 CL0954  NGVD 29 (??/??/92)  132.184  (m)          433.67   (f) ADJ UNCH    1 2
 CL0954
 CL0954.Superseded values are not recommended for survey control.
 CL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0954.See file dsdata.txt to determine how the superseded data were derived.
 CL0954
 CL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS391134(NAD 83)
 CL0954_MARKER: DB = BENCH MARK DISK
 CL0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0954_SP_SET: CULVERT
 CL0954_STAMPING: A 238 1958
 CL0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0954
 CL0954  HISTORY     - Date     Condition        Report By
 CL0954  HISTORY     - 1958     MONUMENTED       CGS
 CL0954  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0954
 CL0954                          STATION DESCRIPTION
 CL0954
 CL0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0954'2.2 MI SW FROM BYRON.
 CL0954'ABOUT 2.2 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0954'FROM THE STATION AT BYRON, AT MILEPOLE 210+7, 26 FEET SOUTHEAST OF
 CL0954'THE SOUTHEAST RAIL, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 CL0954'CONCRETE HEAD WALL FOR A 2-FOOT CONCRETE BOX CULVERT, 1/2 FOOT
 CL0954'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, AND ABOUT 10 FEET
 CL0954'BELOW THE LEVEL OF THE TRACK.
 CL0954
 CL0954                          STATION RECOVERY (1974)
 CL0954
 CL0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1017 ***********************************************************************
 CL1017  DESIGNATION -  A 239
 CL1017  PID         -  CL1017
 CL1017  STATE/COUNTY-  GA/BIBB
 CL1017  USGS QUAD   -  MACON WEST (1985)
 CL1017
 CL1017                         *CURRENT SURVEY CONTROL
 CL1017  ___________________________________________________________________
 CL1017* NAD 83(1986)-  32 51 00.     (N)    083 38 36.     (W)     SCALED    
 CL1017* NAVD 88     -        93.812  (meters)     307.78   (feet)  ADJUSTED  
 CL1017  ___________________________________________________________________
 CL1017  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CL1017  DYNAMIC HT  -          93.709 (meters)     307.44  (feet)  COMP
 CL1017  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 CL1017
 CL1017  VERT ORDER  -  FIRST     CLASS II
 CL1017
 CL1017.The horizontal coordinates were scaled from a topographic map and have
 CL1017.an estimated accuracy of +/- 6 seconds.
 CL1017
 CL1017.The orthometric height was determined by differential leveling
 CL1017.and adjusted by the National Geodetic Survey in June 1991..
 CL1017
 CL1017.The geoid height was determined by GEOID03.
 CL1017
 CL1017.The dynamic height is computed by dividing the NAVD 88
 CL1017.geopotential number by the normal gravity value computed on the
 CL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1017.degrees latitude (g = 980.6199 gals.).
 CL1017
 CL1017.The modeled gravity was interpolated from observed gravity values.
 CL1017
 CL1017;                    North         East    Units  Estimated Accuracy
 CL1017;SPC GA W     -   316,090.      748,990.      MT  (+/- 180 meters Scaled)
 CL1017
 CL1017                          SUPERSEDED SURVEY CONTROL
 CL1017
 CL1017  NGVD 29 (??/??/92)   93.937  (m)          308.19   (f) ADJ UNCH    1 2
 CL1017
 CL1017.Superseded values are not recommended for survey control.
 CL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1017.See file dsdata.txt to determine how the superseded data were derived.
 CL1017
 CL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS526377(NAD 83)
 CL1017_MARKER: DB = BENCH MARK DISK
 CL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1017_STAMPING: A 239 1958
 CL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1017+STABILITY: SURFACE MOTION
 CL1017
 CL1017  HISTORY     - Date     Condition        Report By
 CL1017  HISTORY     - 1958     MONUMENTED       CGS
 CL1017
 CL1017                          STATION DESCRIPTION
 CL1017
 CL1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1017'AT MACON.
 CL1017'AT MACON, ABOUT 1.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY
 CL1017'FROM U.S. HIGHWAY 129 BRIDGE OVER THE TRACK AND OCMULGEE RIVER,
 CL1017'ABOUT 0.2 MILE SOUTHEAST OF MILE POST 238, AT A GRADED ROAD
 CL1017'CROSSING, 28 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 30 FEET SOUTH
 CL1017'OF CENTER LINE OF ROAD, 52 FEET EAST OF CENTER OF CROSSING, 29 1/2
 CL1017'FEET NORTH OF NORTH CORNER OF CONCRETE BASE OF SIGNAL NO.
 CL1017'2383 H, 4 FEET WEST OF THE FIRST POWER POLE SOUTHEAST OF CROSSING,
 CL1017'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 CL1017'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1105 ***********************************************************************
 CL1105  DESIGNATION -  A 240
 CL1105  PID         -  CL1105
 CL1105  STATE/COUNTY-  GA/BIBB
 CL1105  USGS QUAD   -  MACON NW (1985)
 CL1105
 CL1105                         *CURRENT SURVEY CONTROL
 CL1105  ___________________________________________________________________
 CL1105* NAD 83(1986)-  32 53 59.     (N)    083 44 46.     (W)     SCALED    
 CL1105* NAVD 88     -       150.385  (meters)     493.39   (feet)  ADJUSTED  
 CL1105  ___________________________________________________________________
 CL1105  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CL1105  DYNAMIC HT  -         150.221 (meters)     492.85  (feet)  COMP
 CL1105  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 CL1105
 CL1105  VERT ORDER  -  SECOND    CLASS 0
 CL1105
 CL1105.The horizontal coordinates were scaled from a topographic map and have
 CL1105.an estimated accuracy of +/- 6 seconds.
 CL1105
 CL1105.The orthometric height was determined by differential leveling
 CL1105.and adjusted by the National Geodetic Survey in June 1991..
 CL1105
 CL1105.The geoid height was determined by GEOID03.
 CL1105
 CL1105.The dynamic height is computed by dividing the NAVD 88
 CL1105.geopotential number by the normal gravity value computed on the
 CL1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1105.degrees latitude (g = 980.6199 gals.).
 CL1105
 CL1105.The modeled gravity was interpolated from observed gravity values.
 CL1105
 CL1105;                    North         East    Units  Estimated Accuracy
 CL1105;SPC GA W     -   321,560.      739,340.      MT  (+/- 180 meters Scaled)
 CL1105
 CL1105                          SUPERSEDED SURVEY CONTROL
 CL1105
 CL1105  NGVD 29 (??/??/92)  150.504  (m)          493.78   (f) ADJ UNCH    2 0
 CL1105
 CL1105.Superseded values are not recommended for survey control.
 CL1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1105.See file dsdata.txt to determine how the superseded data were derived.
 CL1105
 CL1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS431435(NAD 83)
 CL1105_MARKER: DB = BENCH MARK DISK
 CL1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL1105_SP_SET: PIER
 CL1105_STAMPING: A 240 1958
 CL1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1105
 CL1105  HISTORY     - Date     Condition        Report By
 CL1105  HISTORY     - 1958     MONUMENTED       CGS
 CL1105
 CL1105                          STATION DESCRIPTION
 CL1105
 CL1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1105'2.5 MI NW FROM WESLEYAN.
 CL1105'ABOUT 2.5 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL1105'THE STATION AT WESLEYAN, NEAR MILEAGE POLE NO. 201+16, AT THE
 CL1105'OVERPASS OF BASS ROAD OVER TRACK, SET VERTICALLY IN THE SOUTHWEST
 CL1105'FACE OF THE FIRST PIER NORTHEAST OF TRACK, 9 FEET NORTHEAST OF
 CL1105'NORTHEAST RAIL, 1 FOOT SOUTHEAST OF NORTHWEST END OF PIER AND 2 1/2
 CL1105'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0901 ***********************************************************************
 CL0901  DESIGNATION -  A 241
 CL0901  PID         -  CL0901
 CL0901  STATE/COUNTY-  GA/BIBB
 CL0901  USGS QUAD   -  MACON EAST (1985)
 CL0901
 CL0901                         *CURRENT SURVEY CONTROL
 CL0901  ___________________________________________________________________
 CL0901* NAD 83(1986)-  32 46 06.     (N)    083 36 26.     (W)     SCALED    
 CL0901* NAVD 88     -        82.583  (meters)     270.94   (feet)  ADJUSTED  
 CL0901  ___________________________________________________________________
 CL0901  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CL0901  DYNAMIC HT  -          82.492 (meters)     270.64  (feet)  COMP
 CL0901  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 CL0901
 CL0901  VERT ORDER  -  FIRST     CLASS II
 CL0901
 CL0901.The horizontal coordinates were scaled from a topographic map and have
 CL0901.an estimated accuracy of +/- 6 seconds.
 CL0901
 CL0901.The orthometric height was determined by differential leveling
 CL0901.and adjusted by the National Geodetic Survey in June 1991..
 CL0901
 CL0901.The geoid height was determined by GEOID03.
 CL0901
 CL0901.The dynamic height is computed by dividing the NAVD 88
 CL0901.geopotential number by the normal gravity value computed on the
 CL0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0901.degrees latitude (g = 980.6199 gals.).
 CL0901
 CL0901.The modeled gravity was interpolated from observed gravity values.
 CL0901
 CL0901;                    North         East    Units  Estimated Accuracy
 CL0901;SPC GA W     -   307,050.      752,410.      MT  (+/- 180 meters Scaled)
 CL0901
 CL0901                          SUPERSEDED SURVEY CONTROL
 CL0901
 CL0901  NGVD 29 (??/??/92)   82.715  (m)          271.37   (f) ADJ UNCH    1 2
 CL0901
 CL0901.Superseded values are not recommended for survey control.
 CL0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0901.See file dsdata.txt to determine how the superseded data were derived.
 CL0901
 CL0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS557286(NAD 83)
 CL0901_MARKER: DB = BENCH MARK DISK
 CL0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0901_SP_SET: CONCRETE BLOCK
 CL0901_STAMPING: A 241 1958
 CL0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0901
 CL0901  HISTORY     - Date     Condition        Report By
 CL0901  HISTORY     - 1958     MONUMENTED       CGS
 CL0901
 CL0901                          STATION DESCRIPTION
 CL0901
 CL0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0901'5.7 MI NW FROM HUBER.
 CL0901'ABOUT 5.7 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0901'POST OFFICE AT HUBER, ABOUT 4.9 MILES SOUTHEAST ALONG
 CL0901'THE SOUTHERN RAILWAY FROM THE STATION AT MACON, BIBB COUNTY,
 CL0901'0.45 MILE SOUTHEAST OF MILEPOST 245, AT THE NORTHWEST END OF
 CL0901'A LONG TRESTLE, AT A DIRT ROAD THAT PASSES UNDER THE TRESTLE, 75
 CL0901'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 17 FEET SOUTH OF THE CENTER
 CL0901'LINE OF THE ROAD, IN TOP OF THE NORTHEAST CORNER OF A 8-BY 12-FOOT
 CL0901'CONCRETE BLOCK OVER THE TWO LARGE WATER LINES OF THE MACON WATER
 CL0901'WORKS, 1 1/2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF BLOCK, AND
 CL0901'ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0234 ***********************************************************************
 CL0234  DESIGNATION -  A 242
 CL0234  PID         -  CL0234
 CL0234  STATE/COUNTY-  GA/TELFAIR
 CL0234  USGS QUAD   -  SCOTLAND (1985)
 CL0234
 CL0234                         *CURRENT SURVEY CONTROL
 CL0234  ___________________________________________________________________
 CL0234* NAD 83(1986)-  32 00 23.     (N)    082 45 14.     (W)     SCALED    
 CL0234* NAVD 88     -        39.020  (meters)     128.02   (feet)  ADJUSTED  
 CL0234  ___________________________________________________________________
 CL0234  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CL0234  DYNAMIC HT  -          38.974 (meters)     127.87  (feet)  COMP
 CL0234  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 CL0234
 CL0234  VERT ORDER  -  FIRST     CLASS II
 CL0234
 CL0234.The horizontal coordinates were scaled from a topographic map and have
 CL0234.an estimated accuracy of +/- 6 seconds.
 CL0234
 CL0234.The orthometric height was determined by differential leveling
 CL0234.and adjusted by the National Geodetic Survey in June 1991..
 CL0234
 CL0234.The geoid height was determined by GEOID03.
 CL0234
 CL0234.The dynamic height is computed by dividing the NAVD 88
 CL0234.geopotential number by the normal gravity value computed on the
 CL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0234.degrees latitude (g = 980.6199 gals.).
 CL0234
 CL0234.The modeled gravity was interpolated from observed gravity values.
 CL0234
 CL0234;                    North         East    Units  Estimated Accuracy
 CL0234;SPC GA E     -   222,580.      144,520.      MT  (+/- 180 meters Scaled)
 CL0234
 CL0234                          SUPERSEDED SURVEY CONTROL
 CL0234
 CL0234  NGVD 29 (??/??/92)   39.258  (m)          128.80   (f) ADJ UNCH    1 2
 CL0234
 CL0234.Superseded values are not recommended for survey control.
 CL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0234.See file dsdata.txt to determine how the superseded data were derived.
 CL0234
 CL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR343424(NAD 83)
 CL0234_MARKER: DB = BENCH MARK DISK
 CL0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CL0234_SP_SET: 38 1/2 FT
 CL0234_STAMPING: A 242 1959
 CL0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0234
 CL0234  HISTORY     - Date     Condition        Report By
 CL0234  HISTORY     - 1959     MONUMENTED       CGS
 CL0234
 CL0234                          STATION DESCRIPTION
 CL0234
 CL0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0234'AT TOWNS.
 CL0234'AT TOWNS, ALONG THE SOUTHERN RAILWAY, AT THE CROSSING OF STATE
 CL0234'HIGHWAY 134, 0.15 MILE NORTHWEST OF MILEPOST 328, 31 FEET SOUTHWEST
 CL0234'OF THE SOUTHWEST RAIL, 132 1/2 FEET SOUTHEAST OF THE CENTER LINE
 CL0234'OF THE HIGHWAY, 116 FEET SOUTHEAST OF A FLASHING CROSSING SIGN
 CL0234'POST, 84 FEET NORTH OF THE NORTH CORNER OF A 1-STORY HOUSE WITH
 CL0234'GREEN ASBESTOS SIDING, 2 FEET NORTHWEST OF THE FIRST TELEPHONE
 CL0234'POLE SOUTHEAST OF THE CROSSING AND IS IN LINE WITH THE ROW OF POLES,
 CL0234'1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW
 CL0234'THE LEVEL OF THE TRACK, AND IS A DISK ON COPPER-COATED STEEL ROD
 CL0234'PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 CL0234'3 INCHES.  THE ROD IS DRIVEN TO REFUSAL AT A DEPTH OF 38 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0689 ***********************************************************************
 CL0689  DESIGNATION -  A 243
 CL0689  PID         -  CL0689
 CL0689  STATE/COUNTY-  GA/DODGE
 CL0689  USGS QUAD   -  EMPIRE (1974)
 CL0689
 CL0689                         *CURRENT SURVEY CONTROL
 CL0689  ___________________________________________________________________
 CL0689* NAD 83(1986)-  32 17 47.     (N)    083 15 57.     (W)     SCALED    
 CL0689* NAVD 88     -       120.597  (meters)     395.66   (feet)  ADJUSTED  
 CL0689  ___________________________________________________________________
 CL0689  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CL0689  DYNAMIC HT  -         120.458 (meters)     395.20  (feet)  COMP
 CL0689  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CL0689
 CL0689  VERT ORDER  -  FIRST     CLASS II
 CL0689
 CL0689.The horizontal coordinates were scaled from a topographic map and have
 CL0689.an estimated accuracy of +/- 6 seconds.
 CL0689
 CL0689.The orthometric height was determined by differential leveling
 CL0689.and adjusted by the National Geodetic Survey in June 1991..
 CL0689
 CL0689.The geoid height was determined by GEOID03.
 CL0689
 CL0689.The dynamic height is computed by dividing the NAVD 88
 CL0689.geopotential number by the normal gravity value computed on the
 CL0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0689.degrees latitude (g = 980.6199 gals.).
 CL0689
 CL0689.The modeled gravity was interpolated from observed gravity values.
 CL0689
 CL0689;                    North         East    Units  Estimated Accuracy
 CL0689;SPC GA E     -   255,110.       96,480.      MT  (+/- 180 meters Scaled)
 CL0689
 CL0689                          SUPERSEDED SURVEY CONTROL
 CL0689
 CL0689  NGVD 29 (??/??/92)  120.787  (m)          396.28   (f) ADJ UNCH    1 2
 CL0689
 CL0689.Superseded values are not recommended for survey control.
 CL0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0689.See file dsdata.txt to determine how the superseded data were derived.
 CL0689
 CL0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR866755(NAD 83)
 CL0689_MARKER: DB = BENCH MARK DISK
 CL0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0689_STAMPING: A 243 1959
 CL0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0689+STABILITY: SURFACE MOTION
 CL0689
 CL0689  HISTORY     - Date     Condition        Report By
 CL0689  HISTORY     - 1959     MONUMENTED       CGS
 CL0689  HISTORY     - 1976     GOOD             LOCENG
 CL0689  HISTORY     - 1979     GOOD             NGS
 CL0689
 CL0689                          STATION DESCRIPTION
 CL0689
 CL0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0689'3.5 MI SE FROM EMPIRE.
 CL0689'ABOUT 3.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0689'CROSSING OF STATE HIGHWAY 257 AT EMPIRE, 0.45 MILE SOUTHEAST OF
 CL0689'MILEPOST 288, BETWEEN THE TRACK AND U.S. HIGHWAY 23, AT A POINT
 CL0689'WHERE A NARROW SANDY ROAD THAT RUNS BETWEEN THE TRACK AND
 CL0689'HIGHWAY TURNS EAST TOWARDS THE TRACK, 38 1/2 FEET SOUTHWEST OF THE
 CL0689'SOUTHWEST RAIL, 24 1/2 FEET NORTH OF THE CENTER LINE OF THE SAND ROAD,
 CL0689'83 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 CL0689'SOUTHEAST OF A TELEPHONE POLE, ALONG THE LINE OF POLES, 2 FEET
 CL0689'NORTHWEST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 CL0689'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 CL0689'6 INCHES.
 CL0689
 CL0689                          STATION RECOVERY (1976)
 CL0689
 CL0689'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL0689'RECOVERED IN GOOD CONDITION.
 CL0689
 CL0689                          STATION RECOVERY (1979)
 CL0689
 CL0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0453 ***********************************************************************
 BS0453  DESIGNATION -  A 244
 BS0453  PID         -  BS0453
 BS0453  STATE/COUNTY-  GA/JEFF DAVIS
 BS0453  USGS QUAD   -  HAZLEHURST SOUTH (1971)
 BS0453
 BS0453                         *CURRENT SURVEY CONTROL
 BS0453  ___________________________________________________________________
 BS0453* NAD 83(1986)-  31 52 05.     (N)    082 35 45.     (W)     SCALED    
 BS0453* NAVD 88     -        78.284  (meters)     256.84   (feet)  ADJUSTED  
 BS0453  ___________________________________________________________________
 BS0453  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BS0453  DYNAMIC HT  -          78.191 (meters)     256.53  (feet)  COMP
 BS0453  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 BS0453  OBS GRAVITY -     979,461.6   (mgal)                       GRAV_OBS
 BS0453
 BS0453  VERT ORDER  -  FIRST     CLASS II
 BS0453
 BS0453.The horizontal coordinates were scaled from a topographic map and have
 BS0453.an estimated accuracy of +/- 6 seconds.
 BS0453
 BS0453.The orthometric height was determined by differential leveling
 BS0453.and adjusted by the National Geodetic Survey in June 1991..
 BS0453
 BS0453.The geoid height was determined by GEOID03.
 BS0453
 BS0453.The dynamic height is computed by dividing the NAVD 88
 BS0453.geopotential number by the normal gravity value computed on the
 BS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0453.degrees latitude (g = 980.6199 gals.).
 BS0453
 BS0453.The modeled gravity was interpolated from observed gravity values.
 BS0453.The observed gravity was obtained from relative gravimeter ties
 BS0453.to the IGSN71 gravity network.
 BS0453
 BS0453;                    North         East    Units  Estimated Accuracy
 BS0453;SPC GA E     -   207,170.      159,390.      MT  (+/- 180 meters Scaled)
 BS0453
 BS0453                          SUPERSEDED SURVEY CONTROL
 BS0453
 BS0453  NGVD 29 (??/??/92)   78.519  (m)          257.61   (f) ADJ UNCH    1 2
 BS0453
 BS0453.Superseded values are not recommended for survey control.
 BS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0453.See file dsdata.txt to determine how the superseded data were derived.
 BS0453
 BS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR490269(NAD 83)
 BS0453_MARKER: DB = BENCH MARK DISK
 BS0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0453_SP_SET: BUILDING
 BS0453_STAMPING: A 244 1959
 BS0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0453
 BS0453  HISTORY     - Date     Condition        Report By
 BS0453  HISTORY     - 1959     MONUMENTED       CGS
 BS0453
 BS0453                          STATION DESCRIPTION
 BS0453
 BS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BS0453'AT HAZLEHURST.
 BS0453'AT HAZLEHURST, ABOUT 0.15 MILE NORTHEAST ALONG U.S. HIGHWAY 23
 BS0453'FROM THE SOUTHERN RAILWAY STATION, AT THE JEFF DAVIS HIGH SCHOOL,
 BS0453'SET VERTICALLY IN THE NORTHWEST FACE OF THE WEST CORNER OF THE
 BS0453'BUILDING, 2 1/2 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING,
 BS0453'AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0262 ***********************************************************************
 CL0262  DESIGNATION -  A 245
 CL0262  PID         -  CL0262
 CL0262  STATE/COUNTY-  GA/TELFAIR
 CL0262  USGS QUAD   -  MC RAE (1985)
 CL0262
 CL0262                         *CURRENT SURVEY CONTROL
 CL0262  ___________________________________________________________________
 CL0262* NAD 83(1986)-  32 05 29.     (N)    082 56 24.     (W)     SCALED    
 CL0262* NAVD 88     -        78.317  (meters)     256.94   (feet)  ADJUSTED  
 CL0262  ___________________________________________________________________
 CL0262  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CL0262  DYNAMIC HT  -          78.225 (meters)     256.64  (feet)  COMP
 CL0262  MODELED GRAV-     979,468.7   (mgal)                       NAVD 88
 CL0262
 CL0262  VERT ORDER  -  FIRST     CLASS II
 CL0262
 CL0262.The horizontal coordinates were scaled from a topographic map and have
 CL0262.an estimated accuracy of +/- 6 seconds.
 CL0262
 CL0262.The orthometric height was determined by differential leveling
 CL0262.and adjusted by the National Geodetic Survey in June 1991..
 CL0262
 CL0262.The geoid height was determined by GEOID03.
 CL0262
 CL0262.The dynamic height is computed by dividing the NAVD 88
 CL0262.geopotential number by the normal gravity value computed on the
 CL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0262.degrees latitude (g = 980.6199 gals.).
 CL0262
 CL0262.The modeled gravity was interpolated from observed gravity values.
 CL0262
 CL0262;                    North         East    Units  Estimated Accuracy
 CL0262;SPC GA E     -   232,110.      127,000.      MT  (+/- 180 meters Scaled)
 CL0262
 CL0262                          SUPERSEDED SURVEY CONTROL
 CL0262
 CL0262  NGVD 29 (??/??/92)   78.545  (m)          257.69   (f) ADJ UNCH    1 2
 CL0262
 CL0262.Superseded values are not recommended for survey control.
 CL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0262.See file dsdata.txt to determine how the superseded data were derived.
 CL0262
 CL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR169522(NAD 83)
 CL0262_MARKER: DB = BENCH MARK DISK
 CL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0262_STAMPING: A 245 1959
 CL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0262+STABILITY: SURFACE MOTION
 CL0262
 CL0262  HISTORY     - Date     Condition        Report By
 CL0262  HISTORY     - 1959     MONUMENTED       CGS
 CL0262
 CL0262                          STATION DESCRIPTION
 CL0262
 CL0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0262'1.9 MI NW FROM HELENA.
 CL0262'ABOUT 1.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0262'STATION AT HELENA, 0.2 MILE SOUTHEAST OF MILEPOST 315, BETWEEN
 CL0262'THE TRACK AND U.S. HIGHWAY 23, AT A DIRT ROAD CROSSING, 31 1/2
 CL0262'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 62 FEET NORTHEAST OF
 CL0262'THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTHEAST OF THE CENTER
 CL0262'LINE OF THE DIRT ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE
 CL0262'CROSSING, 33 FEET SOUTH OF A CROSSING SIGN POST, 90 1/2 FEET
 CL0262'NORTH OF THE NORTH CORNER OF A 4 FOOT CONCRETE BOX CULVERT
 CL0262'UNDER THE HIGHWAY, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT
 CL0262'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 CL0262'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0680 ***********************************************************************
 CL0680  DESIGNATION -  A 246
 CL0680  PID         -  CL0680
 CL0680  STATE/COUNTY-  GA/DODGE
 CL0680  USGS QUAD   -  EASTMAN (1985)
 CL0680
 CL0680                         *CURRENT SURVEY CONTROL
 CL0680  ___________________________________________________________________
 CL0680* NAD 83(1986)-  32 14 45.     (N)    083 14 10.     (W)     SCALED    
 CL0680* NAVD 88     -       114.544  (meters)     375.80   (feet)  ADJUSTED  
 CL0680  ___________________________________________________________________
 CL0680  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CL0680  DYNAMIC HT  -         114.411 (meters)     375.36  (feet)  COMP
 CL0680  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CL0680
 CL0680  VERT ORDER  -  FIRST     CLASS II
 CL0680
 CL0680.The horizontal coordinates were scaled from a topographic map and have
 CL0680.an estimated accuracy of +/- 6 seconds.
 CL0680
 CL0680.The orthometric height was determined by differential leveling
 CL0680.and adjusted by the National Geodetic Survey in June 1991..
 CL0680
 CL0680.The geoid height was determined by GEOID03.
 CL0680
 CL0680.The dynamic height is computed by dividing the NAVD 88
 CL0680.geopotential number by the normal gravity value computed on the
 CL0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0680.degrees latitude (g = 980.6199 gals.).
 CL0680
 CL0680.The modeled gravity was interpolated from observed gravity values.
 CL0680
 CL0680;                    North         East    Units  Estimated Accuracy
 CL0680;SPC GA E     -   249,480.       99,220.      MT  (+/- 180 meters Scaled)
 CL0680
 CL0680                          SUPERSEDED SURVEY CONTROL
 CL0680
 CL0680  NGVD 29 (??/??/92)  114.742  (m)          376.45   (f) ADJ UNCH    1 2
 CL0680
 CL0680.Superseded values are not recommended for survey control.
 CL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0680.See file dsdata.txt to determine how the superseded data were derived.
 CL0680
 CL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR893698(NAD 83)
 CL0680_MARKER: DB = BENCH MARK DISK
 CL0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0680_STAMPING: A 246 1959
 CL0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0680+STABILITY: SURFACE MOTION
 CL0680
 CL0680  HISTORY     - Date     Condition        Report By
 CL0680  HISTORY     - 1959     MONUMENTED       CGS
 CL0680  HISTORY     - 1976     GOOD             LOCENG
 CL0680  HISTORY     - 1979     GOOD             NGS
 CL0680
 CL0680                          STATION DESCRIPTION
 CL0680
 CL0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0680'5.1 MI NW FROM EASTMAN.
 CL0680'ABOUT 5.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0680'STATION AT EASTMAN, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 293, 0.1
 CL0680'MILE SOUTHEAST OF A CHURCH THAT IS BETWEEN THE TRACK AND THE
 CL0680'HIGHWAY (U.S. 23), AT A PRIVATE ROAD CROSSING, 70 1/2 FEET
 CL0680'NORTHEAST OF THE NORTHEAST RAIL, 29 FEET NORTHWEST OF THE CENTER
 CL0680'LINE OF THE ROAD, 83 FEET NORTH OF THE CENTER LINE OF THE CROSSING,
 CL0680'2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A STEEL
 CL0680'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 CL0680'ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST
 CL0680'PROJECTING 4 INCHES.
 CL0680
 CL0680                          STATION RECOVERY (1976)
 CL0680
 CL0680'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL0680'RECOVERED IN GOOD CONDITION.
 CL0680
 CL0680                          STATION RECOVERY (1979)
 CL0680
 CL0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0359 ***********************************************************************
 DG0359  DESIGNATION -  A 247
 DG0359  PID         -  DG0359
 DG0359  STATE/COUNTY-  GA/COBB
 DG0359  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0359
 DG0359                         *CURRENT SURVEY CONTROL
 DG0359  ___________________________________________________________________
 DG0359* NAD 83(1986)-  33 50 09.     (N)    084 28 31.     (W)     SCALED    
 DG0359* NAVD 88     -       256.582  (meters)     841.80   (feet)  ADJUSTED  
 DG0359  ___________________________________________________________________
 DG0359  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG0359  DYNAMIC HT  -         256.298 (meters)     840.87  (feet)  COMP
 DG0359  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DG0359
 DG0359  VERT ORDER  -  FIRST     CLASS I
 DG0359
 DG0359.The horizontal coordinates were scaled from a topographic map and have
 DG0359.an estimated accuracy of +/- 6 seconds.
 DG0359
 DG0359.The orthometric height was determined by differential leveling
 DG0359.and adjusted by the National Geodetic Survey in June 1991..
 DG0359
 DG0359.The geoid height was determined by GEOID03.
 DG0359
 DG0359.The dynamic height is computed by dividing the NAVD 88
 DG0359.geopotential number by the normal gravity value computed on the
 DG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0359.degrees latitude (g = 980.6199 gals.).
 DG0359
 DG0359.The modeled gravity was interpolated from observed gravity values.
 DG0359
 DG0359;                    North         East    Units  Estimated Accuracy
 DG0359;SPC GA W     -   425,340.      671,440.      MT  (+/- 180 meters Scaled)
 DG0359
 DG0359                          SUPERSEDED SURVEY CONTROL
 DG0359
 DG0359  NGVD 29 (??/??/92)  256.502  (m)          841.54   (f) ADJ UNCH    1 1
 DG0359
 DG0359.Superseded values are not recommended for survey control.
 DG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0359.See file dsdata.txt to determine how the superseded data were derived.
 DG0359
 DG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC336468(NAD 83)
 DG0359_MARKER: DB = BENCH MARK DISK
 DG0359_SETTING: 66 = SET IN ROCK OUTCROP
 DG0359_SP_SET: ROCK CUT
 DG0359_STAMPING: A 247 1959
 DG0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG0359+STABILITY: POSITION/ELEVATION WELL
 DG0359
 DG0359  HISTORY     - Date     Condition        Report By
 DG0359  HISTORY     - 1959     MONUMENTED       CGS
 DG0359  HISTORY     - 1968     GOOD             NGS
 DG0359  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0359
 DG0359                          STATION DESCRIPTION
 DG0359
 DG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0359'0.2 MI W FROM HARRYAT.
 DG0359'ABOUT 0.25 MILE WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DG0359'THE CROSSING OF PLANT ATKINSON ROAD AT HARRYAT, ALSO ABOUT
 DG0359'1.1 MILES NORTH ALONG THE NASHVILLE, CHATTNAOOGA AND ST. LOUIS
 DG0359'RAILROAD FROM THE CROSSING OF BOLTON ROAD AT BOLTON, THENCE
 DG0359'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 3, ABOUT 100 YARDS
 DG0359'SOUTH OF HIGHWAY 3, 0.4 MILE NORTHWEST OF MILEPOST 579, ON THE
 DG0359'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 DG0359'SOUTHEAST, 15 FET NORTH OF THE NORTH RAIL, IN THE WEST FACE
 DG0359'OF A SQUARE L SHAPED ROCK IN A LARGE ROCK CUT, ON THE NORTH
 DG0359'SIDE OF THE TRACK, 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 DG0359'ROCK, 2 FEET ABOVE THE GROUND, AND ABOUT 4 1/2 FEET ABOVE THE
 DG0359'LEVEL OF THE TRACK.
 DG0359
 DG0359                          STATION RECOVERY (1968)
 DG0359
 DG0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0359'RECOVERED IN GOOD CONDITION.
 DG0359
 DG0359                          STATION RECOVERY (1990)
 DG0359
 DG0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0359'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3712 ***********************************************************************
 DG3712  DESIGNATION -  A 247 RESET
 DG3712  PID         -  DG3712
 DG3712  STATE/COUNTY-  GA/COBB
 DG3712  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG3712
 DG3712                         *CURRENT SURVEY CONTROL
 DG3712  ___________________________________________________________________
 DG3712* NAD 83(1986)-  33 50 09.     (N)    084 28 31.     (W)     SCALED    
 DG3712* NAVD 88     -       253.87   (meters)     832.9    (feet)  RESET     
 DG3712  ___________________________________________________________________
 DG3712  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG3712
 DG3712  VERT ORDER  -  THIRD
 DG3712
 DG3712.The horizontal coordinates were scaled from a topographic map and have
 DG3712.an estimated accuracy of +/- 6 seconds.
 DG3712
 DG3712.The orthometric height was computed from unverified reset data.
 DG3712
 DG3712.The geoid height was determined by GEOID03.
 DG3712
 DG3712;                    North         East    Units  Estimated Accuracy
 DG3712;SPC GA W     -   425,340.      671,440.      MT  (+/- 180 meters Scaled)
 DG3712
 DG3712                          SUPERSEDED SURVEY CONTROL
 DG3712
 DG3712  NGVD 29 (11/20/03)  253.79   (m)          832.6    (f) RESET       3  
 DG3712
 DG3712.Superseded values are not recommended for survey control.
 DG3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3712.See file dsdata.txt to determine how the superseded data were derived.
 DG3712
 DG3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC336468(NAD 83)
 DG3712_MARKER: DB = BENCH MARK DISK
 DG3712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3712_SP_SET: CONCRETE POST
 DG3712_STAMPING: A 247 RESET 1982
 DG3712_MARK LOGO: NGS   
 DG3712_PROJECTION: FLUSH
 DG3712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3712+STABILITY: SURFACE MOTION
 DG3712
 DG3712  HISTORY     - Date     Condition        Report By
 DG3712  HISTORY     - 1982     MONUMENTED       NGS
 DG3712
 DG3712                          STATION DESCRIPTION
 DG3712
 DG3712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DG3712'1.7 KM (1.05 MI) NORTH FROM BOLTON.
 DG3712'FROM THE INTERSECTION OF STATE ROUTES 70 AND 3 AT THE EAST EDGE OF
 DG3712'THE TOWN OF BOLTON GO NORTH-WESTERLY FOR 0.5 KM (0.30 MI) TO THE
 DG3712'BRIDGE OVER THE CHATTAHOCHEE RIVER, PROCEED 1.7 KM (1.05 MI) ON STATE
 DG3712'ROUTE 3 TO THE INTERSECTION WITH PLANT ATKINSON ROAD, TURN LEFT,
 DG3712'SOUTH FOR 0.3 KM (0.20 MI) TO A RAILROAD CROSSING THEN WESTERLY ALONG
 DG3712'THE SOUTH SIDE OF THE TRACKS FOR 0.3 KM (0.20 MI).  A 3 METER HIGH
 DG3712'FENCE OF THE NATIONAL IRON AND METAL COMPANY PARALLELS THE RAISED
 DG3712'TRACK, AT THE END OF THE FENCE IN A FORK OF A SIDING SWITCHBACK, 13.7
 DG3712'M (44.9 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN LINE, 6.85 M (22.5
 DG3712'FT) NORTH OF THE NORTH RAIL OF THE SIDING, AND 0.85 METERS WEST OF
 DG3712'THE FENCE.
 DG3712'THE MARK IS 0.26 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1022 ***********************************************************************
 DG1022  DESIGNATION -  A 248
 DG1022  PID         -  DG1022
 DG1022  STATE/COUNTY-  GA/COBB
 DG1022  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG1022
 DG1022                         *CURRENT SURVEY CONTROL
 DG1022  ___________________________________________________________________
 DG1022* NAD 83(1986)-  33 52 40.     (N)    084 43 05.     (W)     SCALED    
 DG1022* NAVD 88     -       293.434  (meters)     962.71   (feet)  ADJUSTED  
 DG1022  ___________________________________________________________________
 DG1022  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DG1022  DYNAMIC HT  -         293.112 (meters)     961.65  (feet)  COMP
 DG1022  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 DG1022
 DG1022  VERT ORDER  -  FIRST     CLASS I
 DG1022
 DG1022.The horizontal coordinates were scaled from a topographic map and have
 DG1022.an estimated accuracy of +/- 6 seconds.
 DG1022
 DG1022.The orthometric height was determined by differential leveling
 DG1022.and adjusted by the National Geodetic Survey in June 1991..
 DG1022
 DG1022.The geoid height was determined by GEOID03.
 DG1022
 DG1022.The dynamic height is computed by dividing the NAVD 88
 DG1022.geopotential number by the normal gravity value computed on the
 DG1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1022.degrees latitude (g = 980.6199 gals.).
 DG1022
 DG1022.The modeled gravity was interpolated from observed gravity values.
 DG1022
 DG1022;                    North         East    Units  Estimated Accuracy
 DG1022;SPC GA W     -   430,090.      648,990.      MT  (+/- 180 meters Scaled)
 DG1022
 DG1022                          SUPERSEDED SURVEY CONTROL
 DG1022
 DG1022  NGVD 29 (??/??/92)  293.356  (m)          962.45   (f) ADJ UNCH    1 1
 DG1022
 DG1022.Superseded values are not recommended for survey control.
 DG1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1022.See file dsdata.txt to determine how the superseded data were derived.
 DG1022
 DG1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC110509(NAD 83)
 DG1022_MARKER: DB = BENCH MARK DISK
 DG1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1022_STAMPING: A 248 1959
 DG1022_MARK LOGO: CGS   
 DG1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1022+STABILITY: SURFACE MOTION
 DG1022
 DG1022  HISTORY     - Date     Condition        Report By
 DG1022  HISTORY     - 1959     MONUMENTED       CGS
 DG1022  HISTORY     - 1968     GOOD             NGS
 DG1022  HISTORY     - 19901004 GOOD             CGS
 DG1022
 DG1022                          STATION DESCRIPTION
 DG1022
 DG1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1022'2.4 MI E FROM HIRAM.
 DG1022'2.4 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM STATE
 DG1022'HIGHWAY 92 OVERPASS OVER THE TRACK AT HIRAM, ALSO ABOUT 2.7 MILES
 DG1022'WEST ALONG S.A.L. RR. FROM STATE HIGHWAY 176 OVERPASS AT POWDER
 DG1022'SPRINGS, COBB COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 595, AT U.S.
 DG1022'HIGHWAY 278 OVERPASS OVER THE TRACK, BETWEEN THE TRACK AND A
 DG1022'GRADED ROAD, 72 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 FEET
 DG1022'NORTHEAST OF THE CENTER LINE OF THE ROAD, 76 FEET WEST OF THE
 DG1022'WEST POST OF THE THIRD PIER NORTH FROM THE SOUTH END OF THE OVERPASS,
 DG1022'43 1/2 FEET SOUTH OF THE SECOND TELEPHONE POLE NORTHWEST OF THE
 DG1022'OVERPASS, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT 10 FEET
 DG1022'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 DG1022'PROJECTING 4 INCHES.
 DG1022
 DG1022                          STATION RECOVERY (1968)
 DG1022
 DG1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG1022'RECOVERED IN GOOD CONDITION.
 DG1022
 DG1022                          STATION RECOVERY (1990)
 DG1022
 DG1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1990
 DG1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9150 ***********************************************************************
 AD9150  DESIGNATION -  A 248 RESET
 AD9150  PID         -  AD9150
 AD9150  STATE/COUNTY-  GA/COBB
 AD9150  USGS QUAD   -  LOST MOUNTAIN (1992)
 AD9150
 AD9150                         *CURRENT SURVEY CONTROL
 AD9150  ___________________________________________________________________
 AD9150* NAD 83(1986)-  33 52 40.     (N)    084 43 05.     (W)     SCALED    
 AD9150* NAVD 88     -       293.63   (meters)     963.4    (feet)  RESET     
 AD9150  ___________________________________________________________________
 AD9150  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AD9150
 AD9150  VERT ORDER  -  THIRD
 AD9150
 AD9150.The horizontal coordinates were scaled from a topographic map and have
 AD9150.an estimated accuracy of +/- 6 seconds.
 AD9150
 AD9150.The orthometric height was computed from unverified reset data.
 AD9150
 AD9150.The geoid height was determined by GEOID03.
 AD9150
 AD9150;                    North         East    Units  Estimated Accuracy
 AD9150;SPC GA W     -   430,090.      648,990.      MT  (+/- 180 meters Scaled)
 AD9150
 AD9150                          SUPERSEDED SURVEY CONTROL
 AD9150
 AD9150.No superseded survey control is available for this station.
 AD9150
 AD9150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC110509(NAD 83)
 AD9150_MARKER: DV = VERTICAL CONTROL DISK
 AD9150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9150_STAMPING: A 248 RESET 1990
 AD9150_MARK LOGO: NGS   
 AD9150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9150+STABILITY: SURFACE MOTION
 AD9150
 AD9150  HISTORY     - Date     Condition        Report By
 AD9150  HISTORY     - 1990     MONUMENTED       LOCENG
 AD9150
 AD9150                          STATION DESCRIPTION
 AD9150
 AD9150'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (HM)
 AD9150'2.4 MILES (3.9 KM) EAST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 AD9150'GEORGIA HIGHWAY 92 OVERPASS OVER THE TRACK AT HIRAM.  ALSON ABOUT 2.7
 AD9150'MILES (4.3 KM) WEST ALONG SEABOARD COAST LINE RAILROAD FROM GEORGIA
 AD9150'HIGHWAY 176 OVERPASS AT POWDER SPRINGS, COBB COUNTY.  3.6 FEET (1.1 M)
 AD9150'NORTHEAST OF INTERSECTION (IRON PIN FOUND) OF THE RIGHT-OF-WAY OF THE
 AD9150'THE SEABOARD COAST LINE RAILROAD (100 FEET RIGHT-OF-WAY AND U.S.
 AD9150'HIGHWAY 278 (100 FEET RIGHT-OF-WAY), 48.8 FT (14.9 M) SOUTHERLY FROM
 AD9150'CENTERLINE OF SEABOARD COAST LINE RAILROAD, 46.7 FEET (14.2 M)
 AD9150'WESTERLY FROM CENTERLINE OF U.S. HIGHWAY 278, 69.4 FEET (21.2 M)
 AD9150'NORTHERLY OR NORTHWEST ALONG ROUTE 278 FROM SOUTH END OF U.S. HIGHWAY
 AD9150'278 BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1055 ***********************************************************************
 DG1055  DESIGNATION -  A 249
 DG1055  PID         -  DG1055
 DG1055  STATE/COUNTY-  GA/POLK
 DG1055  USGS QUAD   -  YORKVILLE (1973)
 DG1055
 DG1055                         *CURRENT SURVEY CONTROL
 DG1055  ___________________________________________________________________
 DG1055* NAD 83(1986)-  33 58 41.     (N)    084 59 45.     (W)     SCALED    
 DG1055* NAVD 88     -       294.850  (meters)     967.35   (feet)  ADJUSTED  
 DG1055  ___________________________________________________________________
 DG1055  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG1055  DYNAMIC HT  -         294.533 (meters)     966.31  (feet)  COMP
 DG1055  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 DG1055
 DG1055  VERT ORDER  -  FIRST     CLASS I
 DG1055
 DG1055.The horizontal coordinates were scaled from a topographic map and have
 DG1055.an estimated accuracy of +/- 6 seconds.
 DG1055
 DG1055.The orthometric height was determined by differential leveling
 DG1055.and adjusted by the National Geodetic Survey in June 1991..
 DG1055
 DG1055.The geoid height was determined by GEOID03.
 DG1055
 DG1055.The dynamic height is computed by dividing the NAVD 88
 DG1055.geopotential number by the normal gravity value computed on the
 DG1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1055.degrees latitude (g = 980.6199 gals.).
 DG1055
 DG1055.The modeled gravity was interpolated from observed gravity values.
 DG1055
 DG1055;                    North         East    Units  Estimated Accuracy
 DG1055;SPC GA W     -   441,380.      623,390.      MT  (+/- 180 meters Scaled)
 DG1055
 DG1055                          SUPERSEDED SURVEY CONTROL
 DG1055
 DG1055  NGVD 29 (??/??/92)  294.776  (m)          967.11   (f) ADJ UNCH    1 1
 DG1055
 DG1055.Superseded values are not recommended for survey control.
 DG1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1055.See file dsdata.txt to determine how the superseded data were derived.
 DG1055
 DG1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC851615(NAD 83)
 DG1055_MARKER: DB = BENCH MARK DISK
 DG1055_SETTING: 66 = SET IN ROCK OUTCROP
 DG1055_SP_SET: ROCK CUT
 DG1055_STAMPING: A 249 1959
 DG1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1055+STABILITY: POSITION/ELEVATION WELL
 DG1055
 DG1055  HISTORY     - Date     Condition        Report By
 DG1055  HISTORY     - 1959     MONUMENTED       CGS
 DG1055  HISTORY     - 1968     GOOD             NGS
 DG1055
 DG1055                          STATION DESCRIPTION
 DG1055
 DG1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1055'4.2 MI SE FROM ROCKMART.
 DG1055'4.2 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DG1055'THE STATION AT ROCKMART, 0.5 MILE EAST OF A GRADED ROAD CROSSING,
 DG1055'0.3 MILE NORTHWEST OF MILEPOST 614, ON THE OUTSIDE OF A CURVE
 DG1055'WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 11 FEET NORTH OF THE
 DG1055'NORTH RAIL, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 63
 DG1055'FEET EAST OF THE NORTH END OF A 36-INCH PIPE CULVERT IN A SMALL
 DG1055'RAVINE, 4 FEET ABOVE THE GROUND, AND ABOUT 1 1/2 FEET ABOVE THE
 DG1055'LEVEL OF THE TRACK.
 DG1055
 DG1055                          STATION RECOVERY (1968)
 DG1055
 DG1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0569 ***********************************************************************
 ED0569  DESIGNATION -  A 251
 ED0569  PID         -  ED0569
 ED0569  STATE/COUNTY-  GA/HALL
 ED0569  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED0569
 ED0569                         *CURRENT SURVEY CONTROL
 ED0569  ___________________________________________________________________
 ED0569* NAD 83(1986)-  34 10 41.     (N)    083 56 16.     (W)     SCALED    
 ED0569* NAVD 88     -       332.359  (meters)    1090.41   (feet)  ADJUSTED  
 ED0569  ___________________________________________________________________
 ED0569  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 ED0569  DYNAMIC HT  -         332.000 (meters)    1089.24  (feet)  COMP
 ED0569  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 ED0569
 ED0569  VERT ORDER  -  FIRST     CLASS II
 ED0569
 ED0569.The horizontal coordinates were scaled from a topographic map and have
 ED0569.an estimated accuracy of +/- 6 seconds.
 ED0569
 ED0569.The orthometric height was determined by differential leveling
 ED0569.and adjusted by the National Geodetic Survey in June 1991..
 ED0569
 ED0569.The geoid height was determined by GEOID03.
 ED0569
 ED0569.The dynamic height is computed by dividing the NAVD 88
 ED0569.geopotential number by the normal gravity value computed on the
 ED0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0569.degrees latitude (g = 980.6199 gals.).
 ED0569
 ED0569.The modeled gravity was interpolated from observed gravity values.
 ED0569
 ED0569;                    North         East    Units  Estimated Accuracy
 ED0569;SPC GA W     -   463,280.      721,100.      MT  (+/- 180 meters Scaled)
 ED0569
 ED0569                          SUPERSEDED SURVEY CONTROL
 ED0569
 ED0569  NGVD 29 (??/??/92)  332.326  (m)         1090.31   (f) ADJ UNCH    1 2
 ED0569
 ED0569.Superseded values are not recommended for survey control.
 ED0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0569.See file dsdata.txt to determine how the superseded data were derived.
 ED0569
 ED0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT292858(NAD 83)
 ED0569_MARKER: DB = BENCH MARK DISK
 ED0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0569_STAMPING: A 251 1959
 ED0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0569+STABILITY: SURFACE MOTION
 ED0569
 ED0569  HISTORY     - Date     Condition        Report By
 ED0569  HISTORY     - 1959     MONUMENTED       CGS
 ED0569  HISTORY     - 1960     GOOD             NGS
 ED0569  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0569
 ED0569                          STATION DESCRIPTION
 ED0569
 ED0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0569'5.7 MI NE FROM BUFORD.
 ED0569'ABOUT 5.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0569'STATION AT BUFORD, 0.9 MILE SOUTHWEST ALONG THE RAILWAY FROM
 ED0569'THE STATION AT FLOWERY BRANCH, 126 FEET NORTHEAST OF MILEPOST
 ED0569'595, 60 FEET NORTHWEST OF THE NORTHWEST RAIL, AT THE NORTHEAST END
 ED0569'OF A CURVE, 48 FEET WEST-NORTHWEST OF A WHISTLE POST, NORTHWEST
 ED0569'OF AND ACROSS THE TRACK FROM TELEPHONE POLE F,  42 FEET SOUTHEAST
 ED0569'OF THE CENTER LINE OF OLD ROAD LEADING NORTHEAST AND DOWNHILL
 ED0569'TO A LAKE, 5 FEET EAST-NORTHEAST OF A STEEL WITNESS POST, ABOUT
 ED0569'6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 ED0569'POST PROJECTING 3 INCHES.
 ED0569
 ED0569                          STATION RECOVERY (1982)
 ED0569
 ED0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0569'NOT RECOVERED, MARK LOCATION APPEARS TO BE UNDER A LARGE
 ED0569'PILE OF RUBBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0412 ***********************************************************************
 DG0412  DESIGNATION -  A 252
 DG0412  PID         -  DG0412
 DG0412  STATE/COUNTY-  GA/GWINNETT
 DG0412  USGS QUAD   -  NORCROSS (1992)
 DG0412
 DG0412                         *CURRENT SURVEY CONTROL
 DG0412  ___________________________________________________________________
 DG0412* NAD 83(1986)-  33 58 39.     (N)    084 09 53.     (W)     SCALED    
 DG0412* NAVD 88     -       325.864  (meters)    1069.11   (feet)  ADJUSTED  
 DG0412  ___________________________________________________________________
 DG0412  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0412  DYNAMIC HT  -         325.509 (meters)    1067.94  (feet)  COMP
 DG0412  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 DG0412
 DG0412  VERT ORDER  -  FIRST     CLASS II
 DG0412
 DG0412.The horizontal coordinates were scaled from a topographic map and have
 DG0412.an estimated accuracy of +/- 6 seconds.
 DG0412
 DG0412.The orthometric height was determined by differential leveling
 DG0412.and adjusted by the National Geodetic Survey in June 1991..
 DG0412
 DG0412.The geoid height was determined by GEOID03.
 DG0412
 DG0412.The dynamic height is computed by dividing the NAVD 88
 DG0412.geopotential number by the normal gravity value computed on the
 DG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0412.degrees latitude (g = 980.6199 gals.).
 DG0412
 DG0412.The modeled gravity was interpolated from observed gravity values.
 DG0412
 DG0412;                    North         East    Units  Estimated Accuracy
 DG0412;SPC GA W     -   441,010.      700,180.      MT  (+/- 180 meters Scaled)
 DG0412
 DG0412                          SUPERSEDED SURVEY CONTROL
 DG0412
 DG0412  NGVD 29 (??/??/92)  325.804  (m)         1068.91   (f) ADJ UNCH    1 2
 DG0412
 DG0412.Superseded values are not recommended for survey control.
 DG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0412.See file dsdata.txt to determine how the superseded data were derived.
 DG0412
 DG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC619632(NAD 83)
 DG0412_MARKER: DB = BENCH MARK DISK
 DG0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0412_STAMPING: A 252 1959
 DG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0412+STABILITY: SURFACE MOTION
 DG0412
 DG0412  HISTORY     - Date     Condition        Report By
 DG0412  HISTORY     - 1959     MONUMENTED       CGS
 DG0412  HISTORY     - 1983     MARK NOT FOUND   NGS
 DG0412
 DG0412                          STATION DESCRIPTION
 DG0412
 DG0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0412'2.2 MI SW FROM DULUTH.
 DG0412'ABOUT 2.25 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0412'STATION AT DULUTH, 0.25 MILE NORTHEAST OF MILEPOST 615, 95
 DG0412'YARDS SOUTHWEST OF A WOODEN OVERPASS OVER THE TRACK, 0.2 MILE
 DG0412'NORTHEAST OF A SIGNAL BRIDGE, 58 FEET SOUTHEAST OF THE SOUTHEAST
 DG0412'RAIL AND AT THE SOUTHWEST END OF A CUT, 27 FEET EAST-SOUTHEAST OF
 DG0412'A TELEPHONE POLE, 22 1/2 FEET NORTHWEST OF THE CENTER LINE OF A
 DG0412'DIRT ROAD PARALLEL WITH THE TRACK, 52 FEET SOUTHWEST OF A 36-INCH
 DG0412'OAK TREE, 2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 DG0412'WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 DG0412'INCHES.
 DG0412
 DG0412                          STATION RECOVERY (1983)
 DG0412
 DG0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DG0412'NOT RECOVERED, THE LOCATION IS VERY HEAVILY GROWN OVER, A
 DG0412'THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0550 ***********************************************************************
 CK0550  DESIGNATION -  A 253
 CK0550  PID         -  CK0550
 CK0550  STATE/COUNTY-  GA/EFFINGHAM
 CK0550  USGS QUAD   -  EGYPT (1978)
 CK0550
 CK0550                         *CURRENT SURVEY CONTROL
 CK0550  ___________________________________________________________________
 CK0550* NAD 83(1986)-  32 28 01.     (N)    081 28 36.     (W)     SCALED    
 CK0550* NAVD 88     -        40.664  (meters)     133.41   (feet)  ADJUSTED  
 CK0550  ___________________________________________________________________
 CK0550  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 CK0550  DYNAMIC HT  -          40.618 (meters)     133.26  (feet)  COMP
 CK0550  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CK0550
 CK0550  VERT ORDER  -  FIRST     CLASS II
 CK0550
 CK0550.The horizontal coordinates were scaled from a topographic map and have
 CK0550.an estimated accuracy of +/- 6 seconds.
 CK0550
 CK0550.The orthometric height was determined by differential leveling
 CK0550.and adjusted by the National Geodetic Survey in June 1991..
 CK0550
 CK0550.The geoid height was determined by GEOID03.
 CK0550
 CK0550.The dynamic height is computed by dividing the NAVD 88
 CK0550.geopotential number by the normal gravity value computed on the
 CK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0550.degrees latitude (g = 980.6199 gals.).
 CK0550
 CK0550.The modeled gravity was interpolated from observed gravity values.
 CK0550
 CK0550;                    North         East    Units  Estimated Accuracy
 CK0550;SPC GA E     -   273,700.      264,860.      MT  (+/- 180 meters Scaled)
 CK0550
 CK0550                          SUPERSEDED SURVEY CONTROL
 CK0550
 CK0550  NGVD 29 (??/??/92)   40.913  (m)          134.23   (f) ADJ UNCH    1 2
 CK0550
 CK0550.Superseded values are not recommended for survey control.
 CK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0550.See file dsdata.txt to determine how the superseded data were derived.
 CK0550
 CK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR552922(NAD 83)
 CK0550_MARKER: DB = BENCH MARK DISK
 CK0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0550_SP_SET: CULVERT
 CK0550_STAMPING: A 253 1960
 CK0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0550
 CK0550  HISTORY     - Date     Condition        Report By
 CK0550  HISTORY     - 1960     MONUMENTED       CGS
 CK0550
 CK0550                          STATION DESCRIPTION
 CK0550
 CK0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK0550'0.6 MI N FROM EGYPT.
 CK0550'ABOUT 0.55 MILE NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK0550'THE STATION AT EGYPT, 87 YARDS SOUTH OF MILEPOST S 41, 20 FEET
 CK0550'WEST OF THE CENTER LINE OF STATE HIGHWAY 17, 56 1/2 FEET EAST OF
 CK0550'THE EAST RAIL AND TRESTLE NO. 40.9, IN TOP OF THE NORTH END OF
 CK0550'THE WEST HEAD WALL OF A 11-FOOT CONCRETE CULVERT WITH PARTITION
 CK0550'AND UNDER HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0279 ***********************************************************************
 DG0279  DESIGNATION -  A 254
 DG0279  PID         -  DG0279
 DG0279  STATE/COUNTY-  GA/FULTON
 DG0279  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0279
 DG0279                         *CURRENT SURVEY CONTROL
 DG0279  ___________________________________________________________________
 DG0279* NAD 83(1986)-  33 46 53.     (N)    084 24 28.     (W)     SCALED    
 DG0279* NAVD 88     -       294.516  (meters)     966.26   (feet)  ADJUSTED  
 DG0279  ___________________________________________________________________
 DG0279  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG0279  DYNAMIC HT  -         294.188 (meters)     965.18  (feet)  COMP
 DG0279  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 DG0279
 DG0279  VERT ORDER  -  FIRST     CLASS II
 DG0279
 DG0279.The horizontal coordinates were scaled from a topographic map and have
 DG0279.an estimated accuracy of +/- 6 seconds.
 DG0279
 DG0279.The orthometric height was determined by differential leveling
 DG0279.and adjusted by the National Geodetic Survey in June 1991..
 DG0279
 DG0279.The geoid height was determined by GEOID03.
 DG0279
 DG0279.The dynamic height is computed by dividing the NAVD 88
 DG0279.geopotential number by the normal gravity value computed on the
 DG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0279.degrees latitude (g = 980.6199 gals.).
 DG0279
 DG0279.The modeled gravity was interpolated from observed gravity values.
 DG0279
 DG0279;                    North         East    Units  Estimated Accuracy
 DG0279;SPC GA W     -   419,280.      677,670.      MT  (+/- 180 meters Scaled)
 DG0279
 DG0279                          SUPERSEDED SURVEY CONTROL
 DG0279
 DG0279  NGVD 29 (??/??/92)  294.432  (m)          965.98   (f) ADJ UNCH    1 2
 DG0279
 DG0279.Superseded values are not recommended for survey control.
 DG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0279.See file dsdata.txt to determine how the superseded data were derived.
 DG0279
 DG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC400409(NAD 83)
 DG0279_MARKER: DB = BENCH MARK DISK
 DG0279_SETTING: 66 = SET IN ROCK OUTCROP
 DG0279_SP_SET: SET IN ROCK OUTCROP
 DG0279_STAMPING: A 254 1959
 DG0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG0279+STABILITY: POSITION/ELEVATION WELL
 DG0279
 DG0279  HISTORY     - Date     Condition        Report By
 DG0279  HISTORY     - 1959     MONUMENTED       CGS
 DG0279  HISTORY     - 1983     MARK NOT FOUND   NGS
 DG0279  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0279
 DG0279                          STATION DESCRIPTION
 DG0279
 DG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0279'AT ATLANTA.
 DG0279'AT ATLANTA, AT THE INTERSECTION OF NORTHSIDE DRIVE NW. AND TENTH
 DG0279'STREET NW, 14 1/2 FEET EAST OF THE EAST CURB OF NORTHSIDE DRIVE
 DG0279'NW, 69 FEET SOUTH OF THE SOUTH CURB OF TENTH STREET NW, SET
 DG0279'VERTICALLY IN THE WEST FACE OF A ROCK 15 FEET-LONG BY 2 1/2
 DG0279'FEET-HIGH THAT IS PART OF A HIGH CUT BANK, 21 FEET SOUTHEAST OF
 DG0279'THE FIRST STREET LIGHT POLE SOUTH OF TENTH STREET, 2 FEET SOUTH
 DG0279'OF THE NORTH END OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL
 DG0279'OF THE SIDEWALK.
 DG0279
 DG0279                          STATION RECOVERY (1983)
 DG0279
 DG0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DG0279'NOT RECOVERED, CONSIDER DESTROYED AS CONSTRUCTION OF AN EXIT
 DG0279'TO TENTH STREET HAS BEEN BUILT AND THE ROCK CUT REMOVED.
 DG0279
 DG0279                          STATION RECOVERY (1990)
 DG0279
 DG0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0279'NOT FOUND AFTER SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1087 ***********************************************************************
 DG1087  DESIGNATION -  A 255
 DG1087  PID         -  DG1087
 DG1087  STATE/COUNTY-  GA/DOUGLAS
 DG1087  USGS QUAD   -  AUSTELL (1992)
 DG1087
 DG1087                         *CURRENT SURVEY CONTROL
 DG1087  ___________________________________________________________________
 DG1087* NAD 83(1986)-  33 45 55.     (N)    084 43 06.     (W)     SCALED    
 DG1087* NAVD 88     -       356.672  (meters)    1170.18   (feet)  ADJUSTED  
 DG1087  ___________________________________________________________________
 DG1087  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DG1087  DYNAMIC HT  -         356.271 (meters)    1168.87  (feet)  COMP
 DG1087  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 DG1087
 DG1087  VERT ORDER  -  SECOND    CLASS 0
 DG1087
 DG1087.The horizontal coordinates were scaled from a topographic map and have
 DG1087.an estimated accuracy of +/- 6 seconds.
 DG1087
 DG1087.The orthometric height was determined by differential leveling
 DG1087.and adjusted by the National Geodetic Survey in June 1991..
 DG1087
 DG1087.The geoid height was determined by GEOID03.
 DG1087
 DG1087.The dynamic height is computed by dividing the NAVD 88
 DG1087.geopotential number by the normal gravity value computed on the
 DG1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1087.degrees latitude (g = 980.6199 gals.).
 DG1087
 DG1087.The modeled gravity was interpolated from observed gravity values.
 DG1087
 DG1087;                    North         East    Units  Estimated Accuracy
 DG1087;SPC GA W     -   417,610.      648,900.      MT  (+/- 180 meters Scaled)
 DG1087
 DG1087                          SUPERSEDED SURVEY CONTROL
 DG1087
 DG1087  NGVD 29 (??/??/92)  356.599  (m)         1169.94   (f) ADJ UNCH    2 0
 DG1087
 DG1087.Superseded values are not recommended for survey control.
 DG1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1087.See file dsdata.txt to determine how the superseded data were derived.
 DG1087
 DG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC113384(NAD 83)
 DG1087_MARKER: DB = BENCH MARK DISK
 DG1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1087_STAMPING: A 255 1959
 DG1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1087+STABILITY: SURFACE MOTION
 DG1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG1087+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 DG1087
 DG1087  HISTORY     - Date     Condition        Report By
 DG1087  HISTORY     - 1959     MONUMENTED       CGS
 DG1087  HISTORY     - 19910201 MARK NOT FOUND   USGS
 DG1087  HISTORY     - 20031002 GOOD             GADT
 DG1087  HISTORY     - 20050927 GOOD             GADT
 DG1087
 DG1087                          STATION DESCRIPTION
 DG1087
 DG1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1087'1.9 MI NE FROM DOUGLASVILLE.
 DG1087'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM STATION AT
 DG1087'DOUGLASVILLE, BETWEEN THE TRACK AND U.S. HIGHWAY 78, 24 1/2
 DG1087'FEET SOUTHEAST OF SOUTHEAST RAIL, 58 1/2 FEET EAST AND ACROSS
 DG1087'TRACK FROM MILE POST 657, 29 FEET NORTHWEST OF CENTER LINE OF
 DG1087'HIGHWAY, 3 FEET SOUTHWEST OF A TELEPHONE POLE WITH A GUY WIRE,
 DG1087'ABOUT 10 FEET NORTHEAST OF THE EXTENDED LINE OF SOUTHWEST FACE
 DG1087'OF CLEARVIEW PAINT AND BODY SHOP, 1 1/2 FEET BELOW LEVEL OF TRACK,
 DG1087'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 DG1087'PROJECTING 1 INCH.
 DG1087
 DG1087                          STATION RECOVERY (1991)
 DG1087
 DG1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 DG1087'NOT FOUND.
 DG1087
 DG1087                          STATION RECOVERY (2003)
 DG1087
 DG1087'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DG1087'RECOVERED IN GOOD CONDITION.
 DG1087
 DG1087                          STATION RECOVERY (2005)
 DG1087
 DG1087'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1060 ***********************************************************************
 DG1060  DESIGNATION -  A 256
 DG1060  PID         -  DG1060
 DG1060  STATE/COUNTY-  GA/CARROLL
 DG1060  USGS QUAD   -  VILLA RICA (1982)
 DG1060
 DG1060                         *CURRENT SURVEY CONTROL
 DG1060  ___________________________________________________________________
 DG1060* NAD 83(1986)-  33 44 27.     (N)    084 57 43.     (W)     SCALED    
 DG1060* NAVD 88     -       321.501  (meters)    1054.79   (feet)  ADJUSTED  
 DG1060  ___________________________________________________________________
 DG1060  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG1060  DYNAMIC HT  -         321.142 (meters)    1053.61  (feet)  COMP
 DG1060  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DG1060
 DG1060  VERT ORDER  -  SECOND    CLASS 0
 DG1060
 DG1060.The horizontal coordinates were scaled from a topographic map and have
 DG1060.an estimated accuracy of +/- 6 seconds.
 DG1060
 DG1060.The orthometric height was determined by differential leveling
 DG1060.and adjusted by the National Geodetic Survey in June 1991..
 DG1060
 DG1060.The geoid height was determined by GEOID03.
 DG1060
 DG1060.The dynamic height is computed by dividing the NAVD 88
 DG1060.geopotential number by the normal gravity value computed on the
 DG1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1060.degrees latitude (g = 980.6199 gals.).
 DG1060
 DG1060.The modeled gravity was interpolated from observed gravity values.
 DG1060
 DG1060;                    North         East    Units  Estimated Accuracy
 DG1060;SPC GA W     -   415,040.      626,310.      MT  (+/- 180 meters Scaled)
 DG1060
 DG1060                          SUPERSEDED SURVEY CONTROL
 DG1060
 DG1060  NGVD 29 (??/??/92)  321.429  (m)         1054.56   (f) ADJ UNCH    2 0
 DG1060
 DG1060.Superseded values are not recommended for survey control.
 DG1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1060.See file dsdata.txt to determine how the superseded data were derived.
 DG1060
 DG1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC887352(NAD 83)
 DG1060_MARKER: DB = BENCH MARK DISK
 DG1060_SETTING: 66 = SET IN ROCK OUTCROP
 DG1060_SP_SET: ROCK CUT
 DG1060_STAMPING: A 256 1959
 DG1060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1060+STABILITY: POSITION/ELEVATION WELL
 DG1060
 DG1060  HISTORY     - Date     Condition        Report By
 DG1060  HISTORY     - 1959     MONUMENTED       CGS
 DG1060
 DG1060                          STATION DESCRIPTION
 DG1060
 DG1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1060'2.6 MI W FROM VILLA RICA.
 DG1060'2.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG1060'VILLA RICA, ABOUT 0.45 MILE EAST OF MILE POST 673, ABOUT 6 RAILS
 DG1060'WEST OF A GRADED ROAD CROSSING, SET VERTICALLY IN THE SOUTH FACE
 DG1060'OF A 10 FOOT LONG AND 2 FOOT HIGH ROCK PROJECTION IN A SHALEY CUT,
 DG1060'20 FEET NORTH OF NORTH RAIL, ABOUT 20 FEET WEST OF HIGHEST POINT
 DG1060'OF CUT AND ABOUT 4 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0511 ***********************************************************************
 DG0511  DESIGNATION -  A 257
 DG0511  PID         -  DG0511
 DG0511  STATE/COUNTY-  GA/FULTON
 DG0511  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0511
 DG0511                         *CURRENT SURVEY CONTROL
 DG0511  ___________________________________________________________________
 DG0511* NAD 83(1986)-  33 40 39.     (N)    084 26 27.     (W)     SCALED    
 DG0511* NAVD 88     -       324.044  (meters)    1063.13   (feet)  ADJUSTED  
 DG0511  ___________________________________________________________________
 DG0511  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DG0511  DYNAMIC HT  -         323.681 (meters)    1061.94  (feet)  COMP
 DG0511  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DG0511
 DG0511  VERT ORDER  -  FIRST     CLASS II
 DG0511
 DG0511.The horizontal coordinates were scaled from a topographic map and have
 DG0511.an estimated accuracy of +/- 6 seconds.
 DG0511
 DG0511.The orthometric height was determined by differential leveling
 DG0511.and adjusted by the National Geodetic Survey in June 1991..
 DG0511
 DG0511.The geoid height was determined by GEOID03.
 DG0511
 DG0511.The dynamic height is computed by dividing the NAVD 88
 DG0511.geopotential number by the normal gravity value computed on the
 DG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0511.degrees latitude (g = 980.6199 gals.).
 DG0511
 DG0511.The modeled gravity was interpolated from observed gravity values.
 DG0511
 DG0511;                    North         East    Units  Estimated Accuracy
 DG0511;SPC GA W     -   407,770.      674,580.      MT  (+/- 180 meters Scaled)
 DG0511
 DG0511                          SUPERSEDED SURVEY CONTROL
 DG0511
 DG0511  NGVD 29 (??/??/92)  323.965  (m)         1062.88   (f) ADJ UNCH    1 2
 DG0511
 DG0511.Superseded values are not recommended for survey control.
 DG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0511.See file dsdata.txt to determine how the superseded data were derived.
 DG0511
 DG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC372293(NAD 83)
 DG0511_MARKER: DB = BENCH MARK DISK
 DG0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0511_SP_SET: BUILDING
 DG0511_STAMPING: A 257 1959
 DG0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG0511+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 DG0511
 DG0511  HISTORY     - Date     Condition        Report By
 DG0511  HISTORY     - 1959     MONUMENTED       CGS
 DG0511  HISTORY     - 1973     GOOD             NGS
 DG0511  HISTORY     - 20030327 GOOD             GEOCAC
 DG0511
 DG0511                          STATION DESCRIPTION
 DG0511
 DG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0511'AT EAST POINT.
 DG0511'AT EAST POINT, ABOUT 0.1 MILE SOUTH OF THE ATLANTA AND WEST POINT
 DG0511'RAILROAD STATION, AT THE POST OFFICE, SET VERTICALLY IN THE NORTH
 DG0511'FACE OF POST OFFICE BUILDING, 33 FEET SOUTH OF CENTER LINE OF
 DG0511'THOMPSON AVENUE, 55 FEET WEST OF CENTER LINE OF SOUTH MAIN STREET,
 DG0511'4 1/2 FEET WEST OF NORTHEAST CORNER OF POST OFFICE AND ABOUT 2
 DG0511'FEET ABOVE GROUND.
 DG0511
 DG0511                          STATION RECOVERY (1973)
 DG0511
 DG0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0511'RECOVERED IN GOOD CONDITION.
 DG0511
 DG0511                          STATION RECOVERY (2003)
 DG0511
 DG0511'RECOVERY NOTE BY GEOCACHING 2003 (ETD)
 DG0511'GOOD CONDITION, BUILDING IS NO LONGER POST OFFICE, UNDERGOING
 DG0511'RENOVATION WORK, NO DAMAGE TO MARK - EASY TO FIND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0946 ***********************************************************************
 DE0946  DESIGNATION -  A 258
 DE0946  PID         -  DE0946
 DE0946  STATE/COUNTY-  GA/RICHMOND
 DE0946  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0946
 DE0946                         *CURRENT SURVEY CONTROL
 DE0946  ___________________________________________________________________
 DE0946* NAD 83(1986)-  33 24 30.     (N)    081 59 15.     (W)     SCALED    
 DE0946* NAVD 88     -        37.398  (meters)     122.70   (feet)  ADJUSTED  
 DE0946  ___________________________________________________________________
 DE0946  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE0946  DYNAMIC HT  -          37.358 (meters)     122.57  (feet)  COMP
 DE0946  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DE0946
 DE0946  VERT ORDER  -  FIRST     CLASS II
 DE0946
 DE0946.The horizontal coordinates were scaled from a topographic map and have
 DE0946.an estimated accuracy of +/- 6 seconds.
 DE0946
 DE0946.The orthometric height was determined by differential leveling
 DE0946.and adjusted by the National Geodetic Survey in June 1991..
 DE0946
 DE0946.The geoid height was determined by GEOID03.
 DE0946
 DE0946.The dynamic height is computed by dividing the NAVD 88
 DE0946.geopotential number by the normal gravity value computed on the
 DE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0946.degrees latitude (g = 980.6199 gals.).
 DE0946
 DE0946.The modeled gravity was interpolated from observed gravity values.
 DE0946
 DE0946;                    North         East    Units  Estimated Accuracy
 DE0946;SPC GA E     -   377,900.      216,660.      MT  (+/- 180 meters Scaled)
 DE0946
 DE0946                          SUPERSEDED SURVEY CONTROL
 DE0946
 DE0946  NGVD 29 (??/??/92)   37.632  (m)          123.46   (f) ADJ UNCH    1 2
 DE0946
 DE0946.Superseded values are not recommended for survey control.
 DE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0946.See file dsdata.txt to determine how the superseded data were derived.
 DE0946
 DE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS081969(NAD 83)
 DE0946_MARKER: DB = BENCH MARK DISK
 DE0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE0946_SP_SET: CULVERT
 DE0946_STAMPING: A 258 1960
 DE0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0946
 DE0946  HISTORY     - Date     Condition        Report By
 DE0946  HISTORY     - 1960     MONUMENTED       CGS
 DE0946
 DE0946                          STATION DESCRIPTION
 DE0946
 DE0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0946'5 MI S FROM AUGUSTA.
 DE0946'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM
 DE0946'THE SOUTHWEST END OF CONCRETE HIGHWAY BRIDGE OVER SAVANNAH RIVER
 DE0946'AT AUGUSTA, THENCE ABOUT 2.55 MILES SOUTH ALONG NEW SAVANNAH ROAD,
 DE0946'0.8 MILE NORTH OF THE JUNCTION OF MARVIN GRIFFIN ROAD LEADING
 DE0946'WEST, 21 FEET NORTHEAST OF THE CENTER LINE OF NEW SAVANNAH ROAD,
 DE0946'ABOUT 30 YARDS NORTHWEST OF THE NORTHWEST END OF A CURVE WITH
 DE0946'TANGENTS EXTENDING NORTHWEST AND SOUTH, IN TOP OF THE NORTHWEST
 DE0946'END OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER
 DE0946'THE ROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1009 ***********************************************************************
 CK1009  DESIGNATION -  A 259
 CK1009  PID         -  CK1009
 CK1009  STATE/COUNTY-  GA/SCREVEN
 CK1009  USGS QUAD   -  ROCKY FORD (1978)
 CK1009
 CK1009                         *CURRENT SURVEY CONTROL
 CK1009  ___________________________________________________________________
 CK1009* NAD 83(1986)-  32 41 38.     (N)    081 51 44.     (W)     SCALED    
 CK1009* NAVD 88     -        44.843  (meters)     147.12   (feet)  ADJUSTED  
 CK1009  ___________________________________________________________________
 CK1009  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CK1009  DYNAMIC HT  -          44.793 (meters)     146.96  (feet)  COMP
 CK1009  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 CK1009
 CK1009  VERT ORDER  -  FIRST     CLASS II
 CK1009
 CK1009.The horizontal coordinates were scaled from a topographic map and have
 CK1009.an estimated accuracy of +/- 6 seconds.
 CK1009
 CK1009.The orthometric height was determined by differential leveling
 CK1009.and adjusted by the National Geodetic Survey in June 1991..
 CK1009
 CK1009.The geoid height was determined by GEOID03.
 CK1009
 CK1009.The dynamic height is computed by dividing the NAVD 88
 CK1009.geopotential number by the normal gravity value computed on the
 CK1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1009.degrees latitude (g = 980.6199 gals.).
 CK1009
 CK1009.The modeled gravity was interpolated from observed gravity values.
 CK1009
 CK1009;                    North         East    Units  Estimated Accuracy
 CK1009;SPC GA E     -   298,700.      228,550.      MT  (+/- 180 meters Scaled)
 CK1009
 CK1009                          SUPERSEDED SURVEY CONTROL
 CK1009
 CK1009  NGVD 29 (??/??/92)   45.081  (m)          147.90   (f) ADJ UNCH    1 2
 CK1009
 CK1009.Superseded values are not recommended for survey control.
 CK1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1009.See file dsdata.txt to determine how the superseded data were derived.
 CK1009
 CK1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS191176(NAD 83)
 CK1009_MARKER: DB = BENCH MARK DISK
 CK1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1009_STAMPING: A 259 1960
 CK1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1009+STABILITY: SURFACE MOTION
 CK1009
 CK1009  HISTORY     - Date     Condition        Report By
 CK1009  HISTORY     - 1960     MONUMENTED       CGS
 CK1009
 CK1009                          STATION DESCRIPTION
 CK1009
 CK1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK1009'1.6 MI SE FROM SCARBORO.
 CK1009'ABOUT 1.6 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1009'FROM THE CROSSING OF STATE HIGHWAY 17 AT SCARBORO, ABOUT 2.65
 CK1009'MILES NORTHWEST ALONG THE C. OF GA. RY. FROM THE CROSSING
 CK1009'OF A BLACK TOP ROAD AT ROCKY FORD, SCREVEN COUNTY, 216 YARDS
 CK1009'SOUTHEAST OF JENKINS - SCREVEN COUNTY LINE SIGN, 73 FEET WEST
 CK1009'OF AND DIAGONALLY ACROSS THE TRACK FROM MILEPOST S 69, 34 FEET
 CK1009'SOUTHWEST OF THE SOUTHWEST RAIL, 179 1/2 FEET SOUTH-SOUTHEAST
 CK1009'OF THE CENTER OF A WOODS TRAIL CROSSING, 2.3 FEET SOUTHEAST
 CK1009'OF A STEEL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 CK1009'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1059 ***********************************************************************
 CK1059  DESIGNATION -  A 260
 CK1059  PID         -  CK1059
 CK1059  STATE/COUNTY-  GA/JENKINS
 CK1059  USGS QUAD   -  MILLEN (1978)
 CK1059
 CK1059                         *CURRENT SURVEY CONTROL
 CK1059  ___________________________________________________________________
 CK1059* NAD 83(1986)-  32 48 10.     (N)    081 56 22.     (W)     SCALED    
 CK1059* NAVD 88     -        52.459  (meters)     172.11   (feet)  ADJUSTED  
 CK1059  ___________________________________________________________________
 CK1059  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CK1059  DYNAMIC HT  -          52.401 (meters)     171.92  (feet)  COMP
 CK1059  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 CK1059
 CK1059  VERT ORDER  -  FIRST     CLASS II
 CK1059
 CK1059.The horizontal coordinates were scaled from a topographic map and have
 CK1059.an estimated accuracy of +/- 6 seconds.
 CK1059
 CK1059.The orthometric height was determined by differential leveling
 CK1059.and adjusted by the National Geodetic Survey in June 1991..
 CK1059
 CK1059.The geoid height was determined by GEOID03.
 CK1059
 CK1059.The dynamic height is computed by dividing the NAVD 88
 CK1059.geopotential number by the normal gravity value computed on the
 CK1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1059.degrees latitude (g = 980.6199 gals.).
 CK1059
 CK1059.The modeled gravity was interpolated from observed gravity values.
 CK1059
 CK1059;                    North         East    Units  Estimated Accuracy
 CK1059;SPC GA E     -   310,750.      221,280.      MT  (+/- 180 meters Scaled)
 CK1059
 CK1059                          SUPERSEDED SURVEY CONTROL
 CK1059
 CK1059  NGVD 29 (??/??/92)   52.700  (m)          172.90   (f) ADJ UNCH    1 2
 CK1059
 CK1059.Superseded values are not recommended for survey control.
 CK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1059.See file dsdata.txt to determine how the superseded data were derived.
 CK1059
 CK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS120298(NAD 83)
 CK1059_MARKER: DB = BENCH MARK DISK
 CK1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK1059_SP_SET: BUILDING FOUNDATION
 CK1059_STAMPING: A 260 1960
 CK1059_MARK LOGO: CGS   
 CK1059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK1059+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1995
 CK1059
 CK1059  HISTORY     - Date     Condition        Report By
 CK1059  HISTORY     - 1960     MONUMENTED       CGS
 CK1059  HISTORY     - 19951107 GOOD             NGS
 CK1059
 CK1059                          STATION DESCRIPTION
 CK1059
 CK1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK1059'AT MILLEN.
 CK1059'AT MILLEN, AT THE INTERSECTION OF DANIEL STREET AND WINTHROPE
 CK1059'AVE., 26 1/2 FEET EAST OF THE EAST CURB OF DANIEL STREET, 90 1/2
 CK1059'FEET SOUTH OF THE SOUTH CRUB OF WINTHROPE AVE. (U.S. HIGHWAY 21
 CK1059'AND STATE HIGHWAY 17), SET VERTICALLY IN THE SOUTH FACE OF
 CK1059'CONCRETE FOUNDATION OF POST OFFICE, 1 FOOT EAST OF THE SOUTHWEST
 CK1059'CORNER OF BUILDING, AND 1.6 FEET ABOVE THE LEVEL OF CONCRETE
 CK1059'DRIVE.
 CK1059
 CK1059                          STATION RECOVERY (1995)
 CK1059
 CK1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 CK1059'RECOVERED AS DESCRIBED IN SOUTH WALL OF MILLEN POST OFFICE.  MARK HAS
 CK1059'BEEN PAINTED OR STUCCOED OVER.  THE POST OFFICE IS ACROSS WINTHROPE ST
 CK1059'TO THE SOUTH FROM JENKINS COUNTY COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0524 ***********************************************************************
 CK0524  DESIGNATION -  A 261
 CK0524  PID         -  CK0524
 CK0524  STATE/COUNTY-  GA/EFFINGHAM
 CK0524  USGS QUAD   -  GUYTON (1978)
 CK0524
 CK0524                         *CURRENT SURVEY CONTROL
 CK0524  ___________________________________________________________________
 CK0524* NAD 83(1986)-  32 16 05.     (N)    081 23 26.     (W)     SCALED    
 CK0524* NAVD 88     -        21.463  (meters)      70.42   (feet)  ADJUSTED  
 CK0524  ___________________________________________________________________
 CK0524  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CK0524  DYNAMIC HT  -          21.439 (meters)      70.34  (feet)  COMP
 CK0524  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CK0524
 CK0524  VERT ORDER  -  FIRST     CLASS II
 CK0524
 CK0524.The horizontal coordinates were scaled from a topographic map and have
 CK0524.an estimated accuracy of +/- 6 seconds.
 CK0524
 CK0524.The orthometric height was determined by differential leveling
 CK0524.and adjusted by the National Geodetic Survey in June 1991..
 CK0524
 CK0524.The geoid height was determined by GEOID03.
 CK0524
 CK0524.The dynamic height is computed by dividing the NAVD 88
 CK0524.geopotential number by the normal gravity value computed on the
 CK0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0524.degrees latitude (g = 980.6199 gals.).
 CK0524
 CK0524.The modeled gravity was interpolated from observed gravity values.
 CK0524
 CK0524;                    North         East    Units  Estimated Accuracy
 CK0524;SPC GA E     -   251,700.      273,120.      MT  (+/- 180 meters Scaled)
 CK0524
 CK0524                          SUPERSEDED SURVEY CONTROL
 CK0524
 CK0524  NGVD 29 (??/??/92)   21.722  (m)           71.27   (f) ADJ UNCH    1 2
 CK0524
 CK0524.Superseded values are not recommended for survey control.
 CK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0524.See file dsdata.txt to determine how the superseded data were derived.
 CK0524
 CK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR632702(NAD 83)
 CK0524_MARKER: DB = BENCH MARK DISK
 CK0524_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CK0524_SP_SET: UNSPECIFIED DEEP SET
 CK0524_STAMPING: A 261 1960
 CK0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0524+STABILITY: SURFACE MOTION
 CK0524
 CK0524  HISTORY     - Date     Condition        Report By
 CK0524  HISTORY     - 1960     MONUMENTED       CGS
 CK0524  HISTORY     - 1974     GOOD             NGS
 CK0524
 CK0524                          STATION DESCRIPTION
 CK0524
 CK0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK0524'AT MARLOW.
 CK0524'AT MARLOW, ABOUT 375.0 FT WEST OF ST. HWY 17, ALONG A PAVED
 CK0524'STREET FROM THE MARLOW METHODIST CHURCH, 25.0 FT NORTH AND 82.8
 CK0524'FT EAST AND ABOUT LEVEL WITH OFF-SET CROSSROADS, 1.0 FT SOUTH
 CK0524'OF A FENCE, 3.3 FT EAST OF A CABLE LINE POLE, 1.0 FT WEST OF
 CK0524'A WITNESS POST, AND IS A DISK ON COPPER-COATED STEEL ROD
 CK0524'PROJECTING 1 INCH AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS
 CK0524'2 INCHES, STANDARD TABLET STAMPED A 261 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0950 ***********************************************************************
 DE0950  DESIGNATION -  A 262
 DE0950  PID         -  DE0950
 DE0950  STATE/COUNTY-  GA/RICHMOND
 DE0950  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0950
 DE0950                         *CURRENT SURVEY CONTROL
 DE0950  ___________________________________________________________________
 DE0950* NAD 83(1986)-  33 23 04.     (N)    081 58 25.     (W)     SCALED    
 DE0950* NAVD 88     -        42.910  (meters)     140.78   (feet)  ADJUSTED  
 DE0950  ___________________________________________________________________
 DE0950  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DE0950  DYNAMIC HT  -          42.865 (meters)     140.63  (feet)  COMP
 DE0950  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DE0950
 DE0950  VERT ORDER  -  FIRST     CLASS II
 DE0950
 DE0950.The horizontal coordinates were scaled from a topographic map and have
 DE0950.an estimated accuracy of +/- 6 seconds.
 DE0950
 DE0950.The orthometric height was determined by differential leveling
 DE0950.and adjusted by the National Geodetic Survey in June 1991..
 DE0950
 DE0950.The geoid height was determined by GEOID03.
 DE0950
 DE0950.The dynamic height is computed by dividing the NAVD 88
 DE0950.geopotential number by the normal gravity value computed on the
 DE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0950.degrees latitude (g = 980.6199 gals.).
 DE0950
 DE0950.The modeled gravity was interpolated from observed gravity values.
 DE0950
 DE0950;                    North         East    Units  Estimated Accuracy
 DE0950;SPC GA E     -   375,250.      217,960.      MT  (+/- 180 meters Scaled)
 DE0950
 DE0950                          SUPERSEDED SURVEY CONTROL
 DE0950
 DE0950  NGVD 29 (??/??/92)   43.144  (m)          141.55   (f) ADJ UNCH    1 2
 DE0950
 DE0950.Superseded values are not recommended for survey control.
 DE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0950.See file dsdata.txt to determine how the superseded data were derived.
 DE0950
 DE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS094943(NAD 83)
 DE0950_MARKER: DB = BENCH MARK DISK
 DE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0950_STAMPING: A 262 1960
 DE0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0950+STABILITY: SURFACE MOTION
 DE0950
 DE0950  HISTORY     - Date     Condition        Report By
 DE0950  HISTORY     - 1960     MONUMENTED       CGS
 DE0950
 DE0950                          STATION DESCRIPTION
 DE0950
 DE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0950'6.8 MI S FROM AUGUSTA.
 DE0950'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM
 DE0950'THE SOUTHWEST END OF CONCRETE BRIDGE OVER SAVANNAH RIVER AT
 DE0950'AUGUSTA, THENCE ABOUT 4.4 MILES SOUTH ALONG NEW SAVANNAH ROAD, 126
 DE0950'YARDS NORTH OF THE JUNCTION OF DIXON AIRLINE ROAD, AT THE Y
 DE0950'JUNCTION OF A SMALL DIRT ROAD LEADING NORTHWEST TO STINSON CME
 DE0950'CHURCH, 43 FEET WEST OF THE CENTER LINE OF ROAD, 28 1/2 FEET
 DE0950'NORTHEAST OF THE CENTER LINE OF DIRT ROAD, 1 FOOT EAST OF A
 DE0950'WHITE PAINTED BOARD FENCE, 13 FEET NORTH OF THE FENCE CORNER,
 DE0950'53 YARDS SOUTH-SOUTHEAST OF TELEPHONE POLE 339, 80 YARDS NORTHWEST
 DE0950'OF AND ACROSS NEW SAVANNAH ROAD FROM A SMALL RED BRICK HOUSE,
 DE0950'0.4 MILE SOUTH OF CONCRETE HIGHWAY BRIDGE OVER BUTLER CREEK, 1
 DE0950'FOOT ABOVE THE LEVEL OF NEW SAVANNAH ROAD, AND SET IN TOP OF A
 DE0950'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0959 ***********************************************************************
 DE0959  DESIGNATION -  A 263
 DE0959  PID         -  DE0959
 DE0959  STATE/COUNTY-  GA/RICHMOND
 DE0959  USGS QUAD   -  MECHANIC HILL (1981)
 DE0959
 DE0959                         *CURRENT SURVEY CONTROL
 DE0959  ___________________________________________________________________
 DE0959* NAD 83(1986)-  33 20 32.     (N)    081 57 31.     (W)     SCALED    
 DE0959* NAVD 88     -        41.324  (meters)     135.58   (feet)  ADJUSTED  
 DE0959  ___________________________________________________________________
 DE0959  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DE0959  DYNAMIC HT  -          41.279 (meters)     135.43  (feet)  COMP
 DE0959  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DE0959
 DE0959  VERT ORDER  -  FIRST     CLASS II
 DE0959
 DE0959.The horizontal coordinates were scaled from a topographic map and have
 DE0959.an estimated accuracy of +/- 6 seconds.
 DE0959
 DE0959.The orthometric height was determined by differential leveling
 DE0959.and adjusted by the National Geodetic Survey in June 1991..
 DE0959
 DE0959.The geoid height was determined by GEOID03.
 DE0959
 DE0959.The dynamic height is computed by dividing the NAVD 88
 DE0959.geopotential number by the normal gravity value computed on the
 DE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0959.degrees latitude (g = 980.6199 gals.).
 DE0959
 DE0959.The modeled gravity was interpolated from observed gravity values.
 DE0959
 DE0959;                    North         East    Units  Estimated Accuracy
 DE0959;SPC GA E     -   370,570.      219,370.      MT  (+/- 180 meters Scaled)
 DE0959
 DE0959                          SUPERSEDED SURVEY CONTROL
 DE0959
 DE0959  NGVD 29 (??/??/92)   41.558  (m)          136.34   (f) ADJ UNCH    1 2
 DE0959
 DE0959.Superseded values are not recommended for survey control.
 DE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0959.See file dsdata.txt to determine how the superseded data were derived.
 DE0959
 DE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS107896(NAD 83)
 DE0959_MARKER: DB = BENCH MARK DISK
 DE0959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE0959_SP_SET: 24 FEET
 DE0959_STAMPING: A 263 1960
 DE0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE0959
 DE0959  HISTORY     - Date     Condition        Report By
 DE0959  HISTORY     - 1960     MONUMENTED       CGS
 DE0959
 DE0959                          STATION DESCRIPTION
 DE0959
 DE0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0959'0.4 MI NW FROM NIXON.
 DE0959'ABOUT 0.45 MILE NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DE0959'FROM THE CROSSING OF A DIRT ROAD AT NIXON, AT MILEAGE POLE 122+11,
 DE0959'AT A POINT WHERE THE ROAD THAT PARALLELS THE TRACK CROSSES THE
 DE0959'TRACK, AT THE JUNCTION OF A GRADED ROAD LEADING WEST, 86 FEET
 DE0959'SOUTHWEST OF THE SOUTHWEST RAIL, 148 FEET WEST-NORTHWEST OF THE
 DE0959'CENTER LINE OF THE CROSSING, 31 FEET NORTHEAST OF THE EXTENDED
 DE0959'CENTER LINE OF THE ROAD SOUTHEAST PARALLELING THE SOUTHWEST SIDE
 DE0959'OF TRACK, 162 FEET NORTH OF CENTER LINE OF ROAD LEADING WEST, 93
 DE0959'FEET WEST-NORTHWEST OF THE MILEAGE POLE, 3 FEET SOUTHEAST OF
 DE0959'TELEPHONE POLE 462 AND IN LINE WITH ROW OF POLES, 1 1/2 FEET
 DE0959'NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 DE0959'IS A DISK ON COPPER COATED STEEL ROD PROJECTING 2 INCHES AND
 DE0959'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD
 DE0959'WAS DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0803 ***********************************************************************
 DE0803  DESIGNATION -  A 266
 DE0803  PID         -  DE0803
 DE0803  STATE/COUNTY-  GA/RICHMOND
 DE0803  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0803
 DE0803                         *CURRENT SURVEY CONTROL
 DE0803  ___________________________________________________________________
 DE0803* NAD 83(1986)-  33 26 48.     (N)    081 55 42.     (W)     SCALED    
 DE0803* NAVD 88     -        41.352  (meters)     135.67   (feet)  ADJUSTED  
 DE0803  ___________________________________________________________________
 DE0803  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DE0803  DYNAMIC HT  -          41.308 (meters)     135.52  (feet)  COMP
 DE0803  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DE0803
 DE0803  VERT ORDER  -  FIRST     CLASS II
 DE0803
 DE0803.The horizontal coordinates were scaled from a topographic map and have
 DE0803.an estimated accuracy of +/- 6 seconds.
 DE0803
 DE0803.The orthometric height was determined by differential leveling
 DE0803.and adjusted by the National Geodetic Survey in June 1991..
 DE0803
 DE0803.The geoid height was determined by GEOID03.
 DE0803
 DE0803.The dynamic height is computed by dividing the NAVD 88
 DE0803.geopotential number by the normal gravity value computed on the
 DE0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0803.degrees latitude (g = 980.6199 gals.).
 DE0803
 DE0803.The modeled gravity was interpolated from observed gravity values.
 DE0803
 DE0803;                    North         East    Units  Estimated Accuracy
 DE0803;SPC GA E     -   382,160.      222,160.      MT  (+/- 180 meters Scaled)
 DE0803
 DE0803                          SUPERSEDED SURVEY CONTROL
 DE0803
 DE0803  NGVD 29 (??/??/92)   41.588  (m)          136.44   (f) ADJ UNCH    1 2
 DE0803
 DE0803.Superseded values are not recommended for survey control.
 DE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0803.See file dsdata.txt to determine how the superseded data were derived.
 DE0803
 DE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT137011(NAD 83)
 DE0803_MARKER: DB = BENCH MARK DISK
 DE0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE0803_SP_SET: BRIDGE
 DE0803_STAMPING: A 266 1961
 DE0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE0803
 DE0803  HISTORY     - Date     Condition        Report By
 DE0803  HISTORY     - 1961     MONUMENTED       CGS
 DE0803
 DE0803                          STATION DESCRIPTION
 DE0803
 DE0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DE0803'2.4 MI SE FROM AUGUSTA.
 DE0803'ABOUT 2.4 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0803'FROM THE OVERPASS OF U.S. HIGHWAYS 78 AND 25 OVER THE ATLANTIC
 DE0803'COAST LINE RAILROAD AND GWINNETT STREET IN AUGUSTA, 0.25 MILE
 DE0803'NORTHWEST OF A ROAD CROSSING THE RAILROAD ON A DIRT LEVEE, 0.45
 DE0803'MILES NORTHWEST OF MILEPOST NO. 457 (3), SET IN THE WEST END OF
 DE0803'THE SOUTHWEST HEADWALL OF AN ARCHED CONCRETE UNDERPASS UNDER THE
 DE0803'RAILROAD, IT IS 7.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 1
 DE0803'FOOT BELOW THE LEVEL OF THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0054 ***********************************************************************
 BS0054  DESIGNATION -  A 267
 BS0054  PID         -  BS0054
 BS0054  STATE/COUNTY-  GA/WARE
 BS0054  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0054
 BS0054                         *CURRENT SURVEY CONTROL
 BS0054  ___________________________________________________________________
 BS0054* NAD 83(1986)-  31 12 45.     (N)    082 21 14.     (W)     SCALED    
 BS0054* NAVD 88     -        40.801  (meters)     133.86   (feet)  ADJUSTED  
 BS0054  ___________________________________________________________________
 BS0054  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BS0054  DYNAMIC HT  -          40.751 (meters)     133.70  (feet)  COMP
 BS0054  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 BS0054
 BS0054  VERT ORDER  -  FIRST     CLASS I
 BS0054
 BS0054.The horizontal coordinates were scaled from a topographic map and have
 BS0054.an estimated accuracy of +/- 6 seconds.
 BS0054
 BS0054.The orthometric height was determined by differential leveling
 BS0054.and adjusted by the National Geodetic Survey in June 1991..
 BS0054.WARNING-Repeat measurements at this control monument indicate possible
 BS0054.vertical movement.
 BS0054
 BS0054.The geoid height was determined by GEOID03.
 BS0054
 BS0054.The dynamic height is computed by dividing the NAVD 88
 BS0054.geopotential number by the normal gravity value computed on the
 BS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0054.degrees latitude (g = 980.6199 gals.).
 BS0054
 BS0054.The modeled gravity was interpolated from observed gravity values.
 BS0054
 BS0054;                    North         East    Units  Estimated Accuracy
 BS0054;SPC GA E     -   134,420.      182,160.      MT  (+/- 180 meters Scaled)
 BS0054
 BS0054                          SUPERSEDED SURVEY CONTROL
 BS0054
 BS0054  NGVD 29 (??/??/92)   41.074  (m)          134.76   (f) ADJ UNCH    1 1
 BS0054
 BS0054.Superseded values are not recommended for survey control.
 BS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0054.See file dsdata.txt to determine how the superseded data were derived.
 BS0054
 BS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ710539(NAD 83)
 BS0054_MARKER: DB = BENCH MARK DISK
 BS0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0054_SP_SET: ABUTMENT
 BS0054_STAMPING: A 267 1961
 BS0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0054
 BS0054  HISTORY     - Date     Condition        Report By
 BS0054  HISTORY     - 1961     MONUMENTED       CGS
 BS0054  HISTORY     - 1974     GOOD             NGS
 BS0054
 BS0054                          STATION DESCRIPTION
 BS0054
 BS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0054'AT WAYCROSS.
 BS0054'AT WAYCROSS, ABOUT 0.3 MILE NORTHEAST ALONG THE ATLANTIC COAST
 BS0054'LINE RAILROAD FROM THE STATION AT WAYCROSS, 125 YARDS
 BS0054'SOUTHWEST OF MILEPOST N 587, SET ON THE TOP OF THE NORTH END OF
 BS0054'THE WEST CONCRETE ABUTMENT OF THE BLADEN BRANCH OF THE ATLANTIC
 BS0054'COAST LINE RAILROAD OVERPASS OVER LEE AVENUE, 6 1/2 FEET NORTH
 BS0054'OF THE NORTH RAIL, 1 1/2 FEET SOUTH OF THE NORTH END OF THE
 BS0054'ABUTMENT AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 BS0054
 BS0054                          STATION RECOVERY (1974)
 BS0054
 BS0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0244 ***********************************************************************
 BS0244  DESIGNATION -  A 268
 BS0244  PID         -  BS0244
 BS0244  STATE/COUNTY-  GA/PIERCE
 BS0244  USGS QUAD   -  SCREVEN (1988)
 BS0244
 BS0244                         *CURRENT SURVEY CONTROL
 BS0244  ___________________________________________________________________
 BS0244* NAD 83(1986)-  31 26 03.     (N)    082 05 15.     (W)     SCALED    
 BS0244* NAVD 88     -        23.689  (meters)      77.72   (feet)  ADJUSTED  
 BS0244  ___________________________________________________________________
 BS0244  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 BS0244  DYNAMIC HT  -          23.660 (meters)      77.62  (feet)  COMP
 BS0244  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BS0244
 BS0244  VERT ORDER  -  FIRST     CLASS II
 BS0244
 BS0244.The horizontal coordinates were scaled from a topographic map and have
 BS0244.an estimated accuracy of +/- 6 seconds.
 BS0244
 BS0244.The orthometric height was determined by differential leveling
 BS0244.and adjusted by the National Geodetic Survey in June 1991..
 BS0244
 BS0244.The geoid height was determined by GEOID03.
 BS0244
 BS0244.The dynamic height is computed by dividing the NAVD 88
 BS0244.geopotential number by the normal gravity value computed on the
 BS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0244.degrees latitude (g = 980.6199 gals.).
 BS0244
 BS0244.The modeled gravity was interpolated from observed gravity values.
 BS0244
 BS0244;                    North         East    Units  Estimated Accuracy
 BS0244;SPC GA E     -   158,990.      207,530.      MT  (+/- 180 meters Scaled)
 BS0244
 BS0244                          SUPERSEDED SURVEY CONTROL
 BS0244
 BS0244  NGVD 29 (??/??/92)   23.957  (m)           78.60   (f) ADJ UNCH    1 2
 BS0244
 BS0244.Superseded values are not recommended for survey control.
 BS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0244.See file dsdata.txt to determine how the superseded data were derived.
 BS0244
 BS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ966782(NAD 83)
 BS0244_MARKER: DB = BENCH MARK DISK
 BS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0244_STAMPING: A 268 1961
 BS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0244+STABILITY: SURFACE MOTION
 BS0244
 BS0244  HISTORY     - Date     Condition        Report By
 BS0244  HISTORY     - 1961     MONUMENTED       CGS
 BS0244
 BS0244                          STATION DESCRIPTION
 BS0244
 BS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0244'4.6 MI NE FROM PATTERSON.
 BS0244'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 BS0244'OF STATE HIGHWAY 32 AT PATTERSON, 0.25 MILE NORTHEAST OF THE
 BS0244'JUNCTION OF A GRADED SAND ROAD LEADING NORTHWEST, NEAR THE
 BS0244'SOUTHWEST END OF A LONG SWAMPY AREA, NEAR THE BOTTOM OF A VERY
 BS0244'SHORT LOW HILL, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 BS0244'HIGHWAY, 2 1/2 FEET SOUTHWEST OF A POWER LINE POLE AND IN LINE
 BS0244'WITH A ROW OF POLES, 1.4 FEET NORTHEAST OF A STEEL WITNESS POST,
 BS0244'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BS0244'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 BS0244'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0164 ***********************************************************************
 BS0164  DESIGNATION -  A 269
 BS0164  PID         -  BS0164
 BS0164  STATE/COUNTY-  GA/APPLING
 BS0164  USGS QUAD   -  SURRENCY (1971)
 BS0164
 BS0164                         *CURRENT SURVEY CONTROL
 BS0164  ___________________________________________________________________
 BS0164* NAD 83(1986)-  31 44 25.     (N)    082 14 20.     (W)     SCALED    
 BS0164* NAVD 88     -        56.400  (meters)     185.04   (feet)  ADJUSTED  
 BS0164  ___________________________________________________________________
 BS0164  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 BS0164  DYNAMIC HT  -          56.333 (meters)     184.82  (feet)  COMP
 BS0164  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 BS0164
 BS0164  VERT ORDER  -  FIRST     CLASS II
 BS0164
 BS0164.The horizontal coordinates were scaled from a topographic map and have
 BS0164.an estimated accuracy of +/- 6 seconds.
 BS0164
 BS0164.The orthometric height was determined by differential leveling
 BS0164.and adjusted by the National Geodetic Survey in June 1991..
 BS0164
 BS0164.The geoid height was determined by GEOID03.
 BS0164
 BS0164.The dynamic height is computed by dividing the NAVD 88
 BS0164.geopotential number by the normal gravity value computed on the
 BS0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0164.degrees latitude (g = 980.6199 gals.).
 BS0164
 BS0164.The modeled gravity was interpolated from observed gravity values.
 BS0164
 BS0164;                    North         East    Units  Estimated Accuracy
 BS0164;SPC GA E     -   192,920.      193,160.      MT  (+/- 180 meters Scaled)
 BS0164
 BS0164                          SUPERSEDED SURVEY CONTROL
 BS0164
 BS0164  NGVD 29 (??/??/92)   56.656  (m)          185.88   (f) ADJ UNCH    1 2
 BS0164
 BS0164.Superseded values are not recommended for survey control.
 BS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0164.See file dsdata.txt to determine how the superseded data were derived.
 BS0164
 BS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR826123(NAD 83)
 BS0164_MARKER: DB = BENCH MARK DISK
 BS0164_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0164_SP_SET: 24 FT
 BS0164_STAMPING: A 269 1961
 BS0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0164
 BS0164  HISTORY     - Date     Condition        Report By
 BS0164  HISTORY     - 1961     MONUMENTED       CGS
 BS0164
 BS0164                          STATION DESCRIPTION
 BS0164
 BS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0164'2.8 MI W FROM SURRENCY.
 BS0164'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 341 FROM THE INTERSECTION
 BS0164'OF STATE HIGHWAY 121 AT SURRENCY, 0.65 MILE EAST OF A GRADED
 BS0164'ROAD INTERSECTION, NEAR THE JUNCTION OF A NARROW SAND ROAD
 BS0164'LEADING NORTH, AT A POINT IN A LARGE PINE FOREST WHERE THE
 BS0164'PINE TREES ARE VERY SCATTERED, 59 FEET NORTH OF THE CENTER LINE OF
 BS0164'THE HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 24
 BS0164'FEET NORTH-NORTHWEST OF THE WEST END OF A 48 INCH PIPE CULVERT
 BS0164'UNDER THE SAND ROAD, 4 1/2 FEET EAST OF A 12 INCH PINE TREE,
 BS0164'1.2 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 BS0164'HIGHWAY, A DISK ON THE TOP OF A COPPER COATED STEEL ROD WHICH
 BS0164'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND IS PROTECTED
 BS0164'BY A 6 INCH TILE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 BS0164'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0287 ***********************************************************************
 BS0287  DESIGNATION -  A 270
 BS0287  PID         -  BS0287
 BS0287  STATE/COUNTY-  GA/APPLING
 BS0287  USGS QUAD   -  ALMA NE (1971)
 BS0287
 BS0287                         *CURRENT SURVEY CONTROL
 BS0287  ___________________________________________________________________
 BS0287* NAD 83(1986)-  31 44 57.     (N)    082 15 54.     (W)     SCALED    
 BS0287* NAVD 88     -        58.400  (meters)     191.60   (feet)  ADJUSTED  
 BS0287  ___________________________________________________________________
 BS0287  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BS0287  DYNAMIC HT  -          58.331 (meters)     191.37  (feet)  COMP
 BS0287  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 BS0287
 BS0287  VERT ORDER  -  FIRST     CLASS II
 BS0287
 BS0287.The horizontal coordinates were scaled from a topographic map and have
 BS0287.an estimated accuracy of +/- 6 seconds.
 BS0287
 BS0287.The orthometric height was determined by differential leveling
 BS0287.and adjusted by the National Geodetic Survey in June 1991..
 BS0287
 BS0287.The geoid height was determined by GEOID03.
 BS0287
 BS0287.The dynamic height is computed by dividing the NAVD 88
 BS0287.geopotential number by the normal gravity value computed on the
 BS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0287.degrees latitude (g = 980.6199 gals.).
 BS0287
 BS0287.The modeled gravity was interpolated from observed gravity values.
 BS0287
 BS0287;                    North         East    Units  Estimated Accuracy
 BS0287;SPC GA E     -   193,910.      190,680.      MT  (+/- 180 meters Scaled)
 BS0287
 BS0287                          SUPERSEDED SURVEY CONTROL
 BS0287
 BS0287  NGVD 29 (??/??/92)   58.655  (m)          192.44   (f) ADJ UNCH    1 2
 BS0287
 BS0287.Superseded values are not recommended for survey control.
 BS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0287.See file dsdata.txt to determine how the superseded data were derived.
 BS0287
 BS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR801133(NAD 83)
 BS0287_MARKER: DB = BENCH MARK DISK
 BS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0287_STAMPING: A 270 1961
 BS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0287+STABILITY: SURFACE MOTION
 BS0287
 BS0287  HISTORY     - Date     Condition        Report By
 BS0287  HISTORY     - 1961     MONUMENTED       CGS
 BS0287
 BS0287                          STATION DESCRIPTION
 BS0287
 BS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0287'4.6 MI W FROM SURRENCY.
 BS0287'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 341 FROM THE INTERSECTION
 BS0287'OF STATE HIGHWAY 121 AT SURRENCY, AT AN INTERSECTION, 75 FEET
 BS0287'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 59 FEET SOUTH
 BS0287'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER
 BS0287'LINE OF THE ROAD, AT THE TOP OF A SMALL RISE THAT RUNS NORTH-SOUTH
 BS0287'ACROSS THE HIGHWAY, 1.2 FEET WEST OF A STEEL WITNESS POST,
 BS0287'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BS0287'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0323 ***********************************************************************
 BS0323  DESIGNATION -  A 271
 BS0323  PID         -  BS0323
 BS0323  STATE/COUNTY-  GA/APPLING
 BS0323  USGS QUAD   -  PINE GROVE (1988)
 BS0323
 BS0323                         *CURRENT SURVEY CONTROL
 BS0323  ___________________________________________________________________
 BS0323* NAD 83(1986)-  31 49 30.     (N)    082 28 52.     (W)     SCALED    
 BS0323* NAVD 88     -        73.188  (meters)     240.12   (feet)  ADJUSTED  
 BS0323  ___________________________________________________________________
 BS0323  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BS0323  DYNAMIC HT  -          73.102 (meters)     239.84  (feet)  COMP
 BS0323  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 BS0323
 BS0323  VERT ORDER  -  FIRST     CLASS II
 BS0323
 BS0323.The horizontal coordinates were scaled from a topographic map and have
 BS0323.an estimated accuracy of +/- 6 seconds.
 BS0323
 BS0323.The orthometric height was determined by differential leveling
 BS0323.and adjusted by the National Geodetic Survey in June 1991..
 BS0323
 BS0323.The geoid height was determined by GEOID03.
 BS0323
 BS0323.The dynamic height is computed by dividing the NAVD 88
 BS0323.geopotential number by the normal gravity value computed on the
 BS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0323.degrees latitude (g = 980.6199 gals.).
 BS0323
 BS0323.The modeled gravity was interpolated from observed gravity values.
 BS0323
 BS0323;                    North         East    Units  Estimated Accuracy
 BS0323;SPC GA E     -   202,360.      170,230.      MT  (+/- 180 meters Scaled)
 BS0323
 BS0323                          SUPERSEDED SURVEY CONTROL
 BS0323
 BS0323  NGVD 29 (??/??/92)   73.428  (m)          240.91   (f) ADJ UNCH    1 2
 BS0323
 BS0323.Superseded values are not recommended for survey control.
 BS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0323.See file dsdata.txt to determine how the superseded data were derived.
 BS0323
 BS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR598219(NAD 83)
 BS0323_MARKER: DB = BENCH MARK DISK
 BS0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0323_SP_SET: 40 FEET
 BS0323_STAMPING: A 271 1962
 BS0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0323
 BS0323  HISTORY     - Date     Condition        Report By
 BS0323  HISTORY     - 1962     MONUMENTED       CGS
 BS0323
 BS0323                          STATION DESCRIPTION
 BS0323
 BS0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0323'1.4 MI E FROM GRAHAM.
 BS0323'ABOUT 1.35 MILES EAST ALONG U.S. HIGHWAY 341 FROM THE JUNCTION
 BS0323'OF STATE HIGHWAY 289 AT GRAHAM, AT A GRADED ROAD INTERSECTION,
 BS0323'51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 81 FEET WEST OF
 BS0323'THE CENTER LINE OF THE ROAD SOUTH, 105 FEET SOUTHWEST OF THE CENTER
 BS0323'OF THE INTERSECTION, 2 FEET SOUTH OF THE FIRST POWER LINE POLE
 BS0323'WEST OF THE ROAD, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 BS0323'LEVEL WITH THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 BS0323'COATED STEEL ROD WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 BS0323'GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 6 INCHES
 BS0323'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 BS0323'OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0784 ***********************************************************************
 CL0784  DESIGNATION -  A 272
 CL0784  PID         -  CL0784
 CL0784  STATE/COUNTY-  GA/DODGE
 CL0784  USGS QUAD   -  LAKE CYPRESS (1972)
 CL0784
 CL0784                         *CURRENT SURVEY CONTROL
 CL0784  ___________________________________________________________________
 CL0784* NAD 83(1986)-  32 06 40.     (N)    083 10 14.     (W)     SCALED    
 CL0784* NAVD 88     -       105.973  (meters)     347.68   (feet)  ADJUSTED  
 CL0784  ___________________________________________________________________
 CL0784  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CL0784  DYNAMIC HT  -         105.849 (meters)     347.27  (feet)  COMP
 CL0784  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CL0784
 CL0784  VERT ORDER  -  FIRST     CLASS II
 CL0784
 CL0784.The horizontal coordinates were scaled from a topographic map and have
 CL0784.an estimated accuracy of +/- 6 seconds.
 CL0784
 CL0784.The orthometric height was determined by differential leveling
 CL0784.and adjusted by the National Geodetic Survey in June 1991..
 CL0784
 CL0784.The geoid height was determined by GEOID03.
 CL0784
 CL0784.The dynamic height is computed by dividing the NAVD 88
 CL0784.geopotential number by the normal gravity value computed on the
 CL0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0784.degrees latitude (g = 980.6199 gals.).
 CL0784
 CL0784.The modeled gravity was interpolated from observed gravity values.
 CL0784
 CL0784;                    North         East    Units  Estimated Accuracy
 CL0784;SPC GA E     -   234,480.      105,260.      MT  (+/- 180 meters Scaled)
 CL0784
 CL0784                          SUPERSEDED SURVEY CONTROL
 CL0784
 CL0784  NGVD 29 (??/??/92)  106.183  (m)          348.37   (f) ADJ UNCH    1 2
 CL0784
 CL0784.Superseded values are not recommended for survey control.
 CL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0784.See file dsdata.txt to determine how the superseded data were derived.
 CL0784
 CL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR952548(NAD 83)
 CL0784_MARKER: DB = BENCH MARK DISK
 CL0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0784_STAMPING: A 272 1961
 CL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0784+STABILITY: SURFACE MOTION
 CL0784
 CL0784  HISTORY     - Date     Condition        Report By
 CL0784  HISTORY     - 1961     MONUMENTED       CGS
 CL0784  HISTORY     - 1979     GOOD             NGS
 CL0784
 CL0784                          STATION DESCRIPTION
 CL0784
 CL0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CL0784'6.1 MI S FROM EASTMAN.
 CL0784'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE JUNCTION
 CL0784'OF U.S. HIGHWAY 23 AT EASTMAN, THENCE 3.2 MILES SOUTHEAST AND
 CL0784'SOUTH ALONG A GRADED ROAD, 0.75 MILE NORTH OF THE JUNCTION OF
 CL0784'STATE HIGHWAY 117, 0.55 MILE SOUTH OF THE JUNCTION OF A GRADED
 CL0784'ROAD LEADING SOUTHEAST, 27 FEET WEST OF THE CENTER LINE OF THE
 CL0784'ROAD, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN UNPAINTED
 CL0784'HOUSE, 32.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 CL0784'FRAME AROUND A WELL, 7 1/2 FEET SOUTHWEST OF POWER LINE POLE NO.
 CL0784'551, 1.5 FEET EAST OF A FENCE LINE, 2 FEET NORTH OF A STEEL
 CL0784'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 CL0784'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 CL0784'GROUND.
 CL0784
 CL0784                          STATION RECOVERY (1979)
 CL0784
 CL0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0946 ***********************************************************************
 BS0946  DESIGNATION -  A 273
 BS0946  PID         -  BS0946
 BS0946  STATE/COUNTY-  GA/WILCOX
 BS0946  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS0946
 BS0946                         *CURRENT SURVEY CONTROL
 BS0946  ___________________________________________________________________
 BS0946* NAD 83(1986)-  31 57 22.     (N)    083 16 59.     (W)     SCALED    
 BS0946* NAVD 88     -        56.451  (meters)     185.21   (feet)  ADJUSTED  
 BS0946  ___________________________________________________________________
 BS0946  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS0946  DYNAMIC HT  -          56.385 (meters)     184.99  (feet)  COMP
 BS0946  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 BS0946
 BS0946  VERT ORDER  -  FIRST     CLASS II
 BS0946
 BS0946.The horizontal coordinates were scaled from a topographic map and have
 BS0946.an estimated accuracy of +/- 6 seconds.
 BS0946
 BS0946.The orthometric height was determined by differential leveling
 BS0946.and adjusted by the National Geodetic Survey in June 1991..
 BS0946
 BS0946.The geoid height was determined by GEOID03.
 BS0946
 BS0946.The dynamic height is computed by dividing the NAVD 88
 BS0946.geopotential number by the normal gravity value computed on the
 BS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0946.degrees latitude (g = 980.6199 gals.).
 BS0946
 BS0946.The modeled gravity was interpolated from observed gravity values.
 BS0946
 BS0946;                    North         East    Units  Estimated Accuracy
 BS0946;SPC GA W     -   217,190.      783,530.      MT  (+/- 180 meters Scaled)
 BS0946
 BS0946                          SUPERSEDED SURVEY CONTROL
 BS0946
 BS0946  NGVD 29 (??/??/92)   56.666  (m)          185.91   (f) ADJ UNCH    1 2
 BS0946
 BS0946.Superseded values are not recommended for survey control.
 BS0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0946.See file dsdata.txt to determine how the superseded data were derived.
 BS0946
 BS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR842378(NAD 83)
 BS0946_MARKER: DB = BENCH MARK DISK
 BS0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0946_SP_SET: CULVERT
 BS0946_STAMPING: A 273 1961
 BS0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0946
 BS0946  HISTORY     - Date     Condition        Report By
 BS0946  HISTORY     - 1961     MONUMENTED       CGS
 BS0946  HISTORY     - 1979     GOOD             NGS
 BS0946
 BS0946                          STATION DESCRIPTION
 BS0946
 BS0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0946'3 MI SE FROM ABBEVILLE.
 BS0946'ABOUT 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 129 FROM THE
 BS0946'COURTHOUSE AT ABBEVILLE, 0.2 MILE SOUTHEAST OF THE FULLERS TRUCK
 BS0946'STOP, 140 YARDS NORTWEST OF THE JUNCTION OF A GRADED ROAD LEADING
 BS0946'SOUTH-SOUTHWEST, SET ON TOP OF THE NORTHWEST END OF THE NORTHEAST
 BS0946'CONCRETE HEAD WALL OF A 55 FOOT QUADRUPLE BOX CULVERT UNDER THE
 BS0946'HIGHWAY, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1
 BS0946'FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND ABOUT
 BS0946'LEVEL WITH THE HIGHWAY.
 BS0946
 BS0946                          STATION RECOVERY (1979)
 BS0946
 BS0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0206 ***********************************************************************
 BS0206  DESIGNATION -  A 274
 BS0206  PID         -  BS0206
 BS0206  STATE/COUNTY-  GA/PIERCE
 BS0206  USGS QUAD   -  PATTERSON (1971)
 BS0206
 BS0206                         *CURRENT SURVEY CONTROL
 BS0206  ___________________________________________________________________
 BS0206* NAD 83(1986)-  31 23 40.     (N)    082 08 48.     (W)     SCALED    
 BS0206* NAVD 88     -        32.416  (meters)     106.35   (feet)  ADJUSTED  
 BS0206  ___________________________________________________________________
 BS0206  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BS0206  DYNAMIC HT  -          32.377 (meters)     106.22  (feet)  COMP
 BS0206  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BS0206
 BS0206  VERT ORDER  -  SECOND    CLASS 0
 BS0206
 BS0206.The horizontal coordinates were scaled from a topographic map and have
 BS0206.an estimated accuracy of +/- 6 seconds.
 BS0206
 BS0206.The orthometric height was determined by differential leveling
 BS0206.and adjusted by the National Geodetic Survey in June 1991..
 BS0206
 BS0206.The geoid height was determined by GEOID03.
 BS0206
 BS0206.The dynamic height is computed by dividing the NAVD 88
 BS0206.geopotential number by the normal gravity value computed on the
 BS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0206.degrees latitude (g = 980.6199 gals.).
 BS0206
 BS0206.The modeled gravity was interpolated from observed gravity values.
 BS0206
 BS0206;                    North         East    Units  Estimated Accuracy
 BS0206;SPC GA E     -   154,580.      201,900.      MT  (+/- 180 meters Scaled)
 BS0206
 BS0206                          SUPERSEDED SURVEY CONTROL
 BS0206
 BS0206  NGVD 29 (??/??/92)   32.683  (m)          107.23   (f) ADJ UNCH    2 0
 BS0206
 BS0206.Superseded values are not recommended for survey control.
 BS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0206.See file dsdata.txt to determine how the superseded data were derived.
 BS0206
 BS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ909738(NAD 83)
 BS0206_MARKER: DB = BENCH MARK DISK
 BS0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0206_SP_SET: CULVERT
 BS0206_STAMPING: A 274 1961
 BS0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0206
 BS0206  HISTORY     - Date     Condition        Report By
 BS0206  HISTORY     - 1961     MONUMENTED       CGS
 BS0206  HISTORY     - 1962     GOOD             NGS
 BS0206  HISTORY     - 1968     GOOD             NGS
 BS0206
 BS0206                          STATION DESCRIPTION
 BS0206
 BS0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0206'0.6 MI NW FROM PATTERSON.
 BS0206'ABOUT 0.65 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 BS0206'INTERSECTION OF U.S. HIGHWAY 82 AT PATTERSON, 0.1 MILE SOUTHEAST
 BS0206'OF THE INTERSECTION OF A EAST-WEST GRADED ROAD, SET ON THE TOP
 BS0206'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 BS0206'10 FOOT DOUBLE BOX CULVERT UNDER THE HIGHWAY, 16 FEET SOUTHWEST
 BS0206'OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF THE
 BS0206'SOUTHEAST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BS0206
 BS0206                          STATION RECOVERY (1968)
 BS0206
 BS0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0894 ***********************************************************************
 BS0894  DESIGNATION -  A 275
 BS0894  PID         -  BS0894
 BS0894  STATE/COUNTY-  GA/IRWIN
 BS0894  USGS QUAD   -  FITZGERALD WEST (1987)
 BS0894
 BS0894                         *CURRENT SURVEY CONTROL
 BS0894  ___________________________________________________________________
 BS0894* NAD 83(1986)-  31 40 05.     (N)    083 19 18.     (W)     SCALED    
 BS0894* NAVD 88     -       114.132  (meters)     374.45   (feet)  ADJUSTED  
 BS0894  ___________________________________________________________________
 BS0894  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BS0894  DYNAMIC HT  -         113.995 (meters)     374.00  (feet)  COMP
 BS0894  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 BS0894
 BS0894  VERT ORDER  -  FIRST     CLASS II
 BS0894
 BS0894.The horizontal coordinates were scaled from a topographic map and have
 BS0894.an estimated accuracy of +/- 6 seconds.
 BS0894
 BS0894.The orthometric height was determined by differential leveling
 BS0894.and adjusted by the National Geodetic Survey in June 1991..
 BS0894
 BS0894.The geoid height was determined by GEOID03.
 BS0894
 BS0894.The dynamic height is computed by dividing the NAVD 88
 BS0894.geopotential number by the normal gravity value computed on the
 BS0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0894.degrees latitude (g = 980.6199 gals.).
 BS0894
 BS0894.The modeled gravity was interpolated from observed gravity values.
 BS0894
 BS0894;                    North         East    Units  Estimated Accuracy
 BS0894;SPC GA W     -   185,220.      780,130.      MT  (+/- 180 meters Scaled)
 BS0894
 BS0894                          SUPERSEDED SURVEY CONTROL
 BS0894
 BS0894  NGVD 29 (??/??/92)  114.326  (m)          375.08   (f) ADJ UNCH    1 2
 BS0894
 BS0894.Superseded values are not recommended for survey control.
 BS0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0894.See file dsdata.txt to determine how the superseded data were derived.
 BS0894
 BS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR798059(NAD 83)
 BS0894_MARKER: DB = BENCH MARK DISK
 BS0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0894_STAMPING: A 275 1962
 BS0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0894+STABILITY: SURFACE MOTION
 BS0894
 BS0894  HISTORY     - Date     Condition        Report By
 BS0894  HISTORY     - 1962     MONUMENTED       CGS
 BS0894  HISTORY     - 1979     GOOD             NGS
 BS0894
 BS0894                          STATION DESCRIPTION
 BS0894
 BS0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0894'6.1 MI SW FROM FITZGERALD.
 BS0894'ABOUT 6.1 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM THE
 BS0894'COURTHOUSE AT FITZGERALD, NEAR THE JUNCTION OF A GRADED ROAD
 BS0894'LEADING EAST AND A NARROW WOODS ROAD LEADING WEST, 87 1/2 FEET
 BS0894'WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE GRADED
 BS0894'ROAD LEADING EAST, 61.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 BS0894'HIGHWAY, 30 1/2 FEET SOUTHWEST OF THE CENTER OF A BOARD GATE
 BS0894'AT DIM WOODS ROAD, 9.5 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 BS0894'SOUTHEAST OF A FENCE LINE, 1.8 FEET NORTHEAST OF A STEEL WITNESS
 BS0894'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BS0894'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BS0894
 BS0894                          STATION RECOVERY (1979)
 BS0894
 BS0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0530 ***********************************************************************
 CL0530  DESIGNATION -  A 276
 CL0530  PID         -  CL0530
 CL0530  STATE/COUNTY-  GA/TWIGGS
 CL0530  USGS QUAD   -  JEFFERSONVILLE (1985)
 CL0530
 CL0530                         *CURRENT SURVEY CONTROL
 CL0530  ___________________________________________________________________
 CL0530* NAD 83(1986)-  32 40 38.     (N)    083 20 03.     (W)     SCALED    
 CL0530* NAVD 88     -       156.036  (meters)     511.93   (feet)  ADJUSTED  
 CL0530  ___________________________________________________________________
 CL0530  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CL0530  DYNAMIC HT  -         155.861 (meters)     511.35  (feet)  COMP
 CL0530  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 CL0530
 CL0530  VERT ORDER  -  FIRST     CLASS II
 CL0530
 CL0530.The horizontal coordinates were scaled from a topographic map and have
 CL0530.an estimated accuracy of +/- 6 seconds.
 CL0530
 CL0530.The orthometric height was determined by differential leveling
 CL0530.and adjusted by the National Geodetic Survey in June 1991..
 CL0530
 CL0530.The geoid height was determined by GEOID03.
 CL0530
 CL0530.The dynamic height is computed by dividing the NAVD 88
 CL0530.geopotential number by the normal gravity value computed on the
 CL0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0530.degrees latitude (g = 980.6199 gals.).
 CL0530
 CL0530.The modeled gravity was interpolated from observed gravity values.
 CL0530
 CL0530;                    North         East    Units  Estimated Accuracy
 CL0530;SPC GA W     -   297,120.      778,080.      MT  (+/- 180 meters Scaled)
 CL0530
 CL0530                          SUPERSEDED SURVEY CONTROL
 CL0530
 CL0530  NGVD 29 (??/??/92)  156.169  (m)          512.36   (f) ADJ UNCH    1 2
 CL0530
 CL0530.Superseded values are not recommended for survey control.
 CL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0530.See file dsdata.txt to determine how the superseded data were derived.
 CL0530
 CL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS811179(NAD 83)
 CL0530_MARKER: DB = BENCH MARK DISK
 CL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0530_STAMPING: A 276 1962
 CL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0530+STABILITY: SURFACE MOTION
 CL0530
 CL0530  HISTORY     - Date     Condition        Report By
 CL0530  HISTORY     - 1962     MONUMENTED       CGS
 CL0530  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0530
 CL0530                          STATION DESCRIPTION
 CL0530
 CL0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0530'0.8 MI SE FROM JEFFERSONVILLE.
 CL0530'ABOUT 0.8 MILE SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0530'FROM THE STATION AT JEFFERSONVILLE, 0.3 MILE NORTHWEST OF
 CL0530'MILEPOST 24, NEAR THE CROSSING OF A GRADED ROAD LEADING NORTHEAST
 CL0530'ACROSS THE TRACK TO THE JEFFERSONVILLE GRADE AND JUNIOR HIGH
 CL0530'SCHOOL, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 40 1/2 FEET
 CL0530'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 162 1/2 FEET
 CL0530'WEST OF THE CENTER OF THE ROAD CROSSING THE TRACK, 119.5 FEET
 CL0530'NORTHWEST OF A SWITCH, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST,
 CL0530'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, 1 FOOT BELOW THE LEVEL OF
 CL0530'THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CL0530'INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0530
 CL0530                          STATION RECOVERY (1977)
 CL0530
 CL0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0340 ***********************************************************************
 BS0340  DESIGNATION -  A 277
 BS0340  PID         -  BS0340
 BS0340  STATE/COUNTY-  GA/COFFEE
 BS0340  USGS QUAD   -  SESSOMS (1988)
 BS0340
 BS0340                         *CURRENT SURVEY CONTROL
 BS0340  ___________________________________________________________________
 BS0340* NAD 83(1986)-  31 31 54.     (N)    082 35 51.     (W)     SCALED    
 BS0340* NAVD 88     -        59.726  (meters)     195.95   (feet)  ADJUSTED  
 BS0340  ___________________________________________________________________
 BS0340  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BS0340  DYNAMIC HT  -          59.654 (meters)     195.71  (feet)  COMP
 BS0340  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BS0340
 BS0340  VERT ORDER  -  SECOND    CLASS 0
 BS0340
 BS0340.The horizontal coordinates were scaled from a topographic map and have
 BS0340.an estimated accuracy of +/- 6 seconds.
 BS0340
 BS0340.The orthometric height was determined by differential leveling
 BS0340.and adjusted by the National Geodetic Survey in June 1991..
 BS0340
 BS0340.The geoid height was determined by GEOID03.
 BS0340
 BS0340.The dynamic height is computed by dividing the NAVD 88
 BS0340.geopotential number by the normal gravity value computed on the
 BS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0340.degrees latitude (g = 980.6199 gals.).
 BS0340
 BS0340.The modeled gravity was interpolated from observed gravity values.
 BS0340
 BS0340;                    North         East    Units  Estimated Accuracy
 BS0340;SPC GA E     -   169,870.      159,090.      MT  (+/- 180 meters Scaled)
 BS0340
 BS0340                          SUPERSEDED SURVEY CONTROL
 BS0340
 BS0340  NGVD 29 (??/??/92)   60.000  (m)          196.85   (f) ADJ UNCH    2 0
 BS0340
 BS0340.Superseded values are not recommended for survey control.
 BS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0340.See file dsdata.txt to determine how the superseded data were derived.
 BS0340
 BS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ483896(NAD 83)
 BS0340_MARKER: DB = BENCH MARK DISK
 BS0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0340_SP_SET: CULVERT
 BS0340_STAMPING: A 277 1962
 BS0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0340
 BS0340  HISTORY     - Date     Condition        Report By
 BS0340  HISTORY     - 1962     MONUMENTED       CGS
 BS0340
 BS0340                          STATION DESCRIPTION
 BS0340
 BS0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0340'2.4 MI E FROM NICHOLLS.
 BS0340'2.4 MILES EAST ALONG STATE HIGHWAY 32 FROM THE CHURCH OF GOD AT
 BS0340'NICHOLLS, 0.3 MILE EAST OF A GRADED ROAD INTERSECTION, 110 YARDS
 BS0340'WEST OF THE BACON-COFFEE COUNTY LINE, SET ON THE TOP OF THE WEST
 BS0340'END OF THE NORTH CONCRETE HEAD WALL OF A 12 FOOT BOX CULVERT UNDER
 BS0340'THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BS0340'1 1/2 FEET EAST OF THE WEST END OF THE HEAD WALL AND ABOUT LEVEL
 BS0340'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0383 ***********************************************************************
 BS0383  DESIGNATION -  A 278
 BS0383  PID         -  BS0383
 BS0383  STATE/COUNTY-  GA/COFFEE
 BS0383  USGS QUAD   -  DOUGLAS NORTH (1988)
 BS0383
 BS0383                         *CURRENT SURVEY CONTROL
 BS0383  ___________________________________________________________________
 BS0383* NAD 83(1986)-  31 31 52.     (N)    082 48 55.     (W)     SCALED    
 BS0383* NAVD 88     -        73.359  (meters)     240.68   (feet)  ADJUSTED  
 BS0383  ___________________________________________________________________
 BS0383  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS0383  DYNAMIC HT  -          73.273 (meters)     240.40  (feet)  COMP
 BS0383  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 BS0383
 BS0383  VERT ORDER  -  SECOND    CLASS 0
 BS0383
 BS0383.The horizontal coordinates were scaled from a topographic map and have
 BS0383.an estimated accuracy of +/- 6 seconds.
 BS0383
 BS0383.The orthometric height was determined by differential leveling
 BS0383.and adjusted by the National Geodetic Survey in June 1991..
 BS0383
 BS0383.The geoid height was determined by GEOID03.
 BS0383
 BS0383.The dynamic height is computed by dividing the NAVD 88
 BS0383.geopotential number by the normal gravity value computed on the
 BS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0383.degrees latitude (g = 980.6199 gals.).
 BS0383
 BS0383.The modeled gravity was interpolated from observed gravity values.
 BS0383
 BS0383;                    North         East    Units  Estimated Accuracy
 BS0383;SPC GA E     -   169,910.      138,410.      MT  (+/- 180 meters Scaled)
 BS0383
 BS0383                          SUPERSEDED SURVEY CONTROL
 BS0383
 BS0383  NGVD 29 (??/??/92)   73.603  (m)          241.48   (f) ADJ UNCH    2 0
 BS0383
 BS0383.Superseded values are not recommended for survey control.
 BS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0383.See file dsdata.txt to determine how the superseded data were derived.
 BS0383
 BS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ276898(NAD 83)
 BS0383_MARKER: DB = BENCH MARK DISK
 BS0383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0383_SP_SET: 56 FEET
 BS0383_STAMPING: A 278 1962
 BS0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0383
 BS0383  HISTORY     - Date     Condition        Report By
 BS0383  HISTORY     - 1962     MONUMENTED       CGS
 BS0383
 BS0383                          STATION DESCRIPTION
 BS0383
 BS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0383'3 MI N FROM DOUGLAS.
 BS0383'3.0 MILES NORTH ALONG U.S. HIGHWAY 221 FROM THE COURTHOUSE AT
 BS0383'DOUGLAS, 1.0 MILE NORTHEAST OF A 480 FOOT LONG BRIDGE OVER TWENTY
 BS0383'MILE CREEK, NEAR THE JUNCTION OF A GRADED ROAD LEADING
 BS0383'NORTHWEST, 64 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BS0383'29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF
 BS0383'A POWER LINE POLE, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE,
 BS0383'1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST, 3 FEET ABOVE THE
 BS0383'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A COPPER COATED
 BS0383'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND
 BS0383'AND IS PROTECTED BY A 6 INCH TILE WHICH PROJECTS 6 INCHES
 BS0383'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 BS0383'56 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0411 ***********************************************************************
 BS0411  DESIGNATION -  A 279
 BS0411  PID         -  BS0411
 BS0411  STATE/COUNTY-  GA/JEFF DAVIS
 BS0411  USGS QUAD   -  DENTON (1988)
 BS0411
 BS0411                         *CURRENT SURVEY CONTROL
 BS0411  ___________________________________________________________________
 BS0411* NAD 83(1986)-  31 43 05.     (N)    082 42 01.     (W)     SCALED    
 BS0411* NAVD 88     -        78.614  (meters)     257.92   (feet)  ADJUSTED  
 BS0411  ___________________________________________________________________
 BS0411  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BS0411  DYNAMIC HT  -          78.521 (meters)     257.61  (feet)  COMP
 BS0411  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 BS0411
 BS0411  VERT ORDER  -  SECOND    CLASS 0
 BS0411
 BS0411.The horizontal coordinates were scaled from a topographic map and have
 BS0411.an estimated accuracy of +/- 6 seconds.
 BS0411
 BS0411.The orthometric height was determined by differential leveling
 BS0411.and adjusted by the National Geodetic Survey in June 1991..
 BS0411
 BS0411.The geoid height was determined by GEOID03.
 BS0411
 BS0411.The dynamic height is computed by dividing the NAVD 88
 BS0411.geopotential number by the normal gravity value computed on the
 BS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0411.degrees latitude (g = 980.6199 gals.).
 BS0411
 BS0411.The modeled gravity was interpolated from observed gravity values.
 BS0411
 BS0411;                    North         East    Units  Estimated Accuracy
 BS0411;SPC GA E     -   190,580.      149,430.      MT  (+/- 180 meters Scaled)
 BS0411
 BS0411                          SUPERSEDED SURVEY CONTROL
 BS0411
 BS0411  NGVD 29 (??/??/92)   78.867  (m)          258.75   (f) ADJ UNCH    2 0
 BS0411
 BS0411.Superseded values are not recommended for survey control.
 BS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0411.See file dsdata.txt to determine how the superseded data were derived.
 BS0411
 BS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR389104(NAD 83)
 BS0411_MARKER: DB = BENCH MARK DISK
 BS0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0411_SP_SET: CULVERT
 BS0411_STAMPING: A 279 1962
 BS0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0411
 BS0411  HISTORY     - Date     Condition        Report By
 BS0411  HISTORY     - 1962     MONUMENTED       CGS
 BS0411
 BS0411                          STATION DESCRIPTION
 BS0411
 BS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0411'AT DENTON.
 BS0411'AT DENTON, ABOUT 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 221 FROM
 BS0411'THE POST OFFICE, 0.25 MILE SOUTHWEST OF THE JUNCTION OF A BLACK
 BS0411'TOP ROAD LEADING NORTHWEST, SET ON THE TOP OF THE NORTHEAST END
 BS0411'OF THE SOUTHEAST CONCRETE HEAD WALL OF A 12-FOOT BOX CULVERT
 BS0411'UNDER THE HIGHWAY WITH ONE DIVIDING PIER, 21 FEET SOUTHEAST OF THE
 BS0411'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST END
 BS0411'OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0595 ***********************************************************************
 BS0595  DESIGNATION -  A 280
 BS0595  PID         -  BS0595
 BS0595  STATE/COUNTY-  GA/COFFEE
 BS0595  USGS QUAD   -  BROXTON SOUTH (1977)
 BS0595
 BS0595                         *CURRENT SURVEY CONTROL
 BS0595  ___________________________________________________________________
 BS0595* NAD 83(1986)-  31 32 16.     (N)    082 55 18.     (W)     SCALED    
 BS0595* NAVD 88     -        84.288  (meters)     276.53   (feet)  ADJUSTED  
 BS0595  ___________________________________________________________________
 BS0595  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BS0595  DYNAMIC HT  -          84.189 (meters)     276.21  (feet)  COMP
 BS0595  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 BS0595
 BS0595  VERT ORDER  -  SECOND    CLASS 0
 BS0595
 BS0595.The horizontal coordinates were scaled from a topographic map and have
 BS0595.an estimated accuracy of +/- 6 seconds.
 BS0595
 BS0595.The orthometric height was determined by differential leveling
 BS0595.and adjusted by the National Geodetic Survey in June 1991..
 BS0595
 BS0595.The geoid height was determined by GEOID03.
 BS0595
 BS0595.The dynamic height is computed by dividing the NAVD 88
 BS0595.geopotential number by the normal gravity value computed on the
 BS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0595.degrees latitude (g = 980.6199 gals.).
 BS0595
 BS0595.The modeled gravity was interpolated from observed gravity values.
 BS0595
 BS0595;                    North         East    Units  Estimated Accuracy
 BS0595;SPC GA E     -   170,720.      128,310.      MT  (+/- 180 meters Scaled)
 BS0595
 BS0595                          SUPERSEDED SURVEY CONTROL
 BS0595
 BS0595  NGVD 29 (??/??/92)   84.524  (m)          277.31   (f) ADJ UNCH    2 0
 BS0595
 BS0595.Superseded values are not recommended for survey control.
 BS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0595.See file dsdata.txt to determine how the superseded data were derived.
 BS0595
 BS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ175908(NAD 83)
 BS0595_MARKER: DB = BENCH MARK DISK
 BS0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0595_SP_SET: BUILDING
 BS0595_STAMPING: A 280 1962
 BS0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0595
 BS0595  HISTORY     - Date     Condition        Report By
 BS0595  HISTORY     - 1962     MONUMENTED       CGS
 BS0595  HISTORY     - 20030421 MARK NOT FOUND   GADT
 BS0595
 BS0595                          STATION DESCRIPTION
 BS0595
 BS0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0595'4.8 MI W FROM DOUGLAS.
 BS0595'4.8 MILES WEST ALONG STATE HIGHWAY 32 FROM THE COURTHOUSE AT
 BS0595'DOUGLAS, ABOUT 100 YARDS NORTHEAST OF THE CENTER LINE OF THE
 BS0595'HIGHWAY, SET VERTICALLY IN THE SOUTHWEST BRICK FACE OF THE UPTON
 BS0595'SCHOOL, 2 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING AND
 BS0595'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 BS0595
 BS0595                          STATION RECOVERY (2003)
 BS0595
 BS0595'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BS0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0856 ***********************************************************************
 BS0856  DESIGNATION -  A 281
 BS0856  PID         -  BS0856
 BS0856  STATE/COUNTY-  GA/BEN HILL
 BS0856  USGS QUAD   -  FITZGERALD EAST (1988)
 BS0856
 BS0856                         *CURRENT SURVEY CONTROL
 BS0856  ___________________________________________________________________
 BS0856* NAD 83(1986)-  31 42 49.     (N)    083 13 27.     (W)     SCALED    
 BS0856* NAVD 88     -       106.278  (meters)     348.68   (feet)  ADJUSTED  
 BS0856  ___________________________________________________________________
 BS0856  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BS0856  DYNAMIC HT  -         106.152 (meters)     348.27  (feet)  COMP
 BS0856  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BS0856
 BS0856  VERT ORDER  -  FIRST     CLASS II
 BS0856
 BS0856.The horizontal coordinates were scaled from a topographic map and have
 BS0856.an estimated accuracy of +/- 6 seconds.
 BS0856
 BS0856.The orthometric height was determined by differential leveling
 BS0856.and adjusted by the National Geodetic Survey in June 1991..
 BS0856
 BS0856.The geoid height was determined by GEOID03.
 BS0856
 BS0856.The dynamic height is computed by dividing the NAVD 88
 BS0856.geopotential number by the normal gravity value computed on the
 BS0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0856.degrees latitude (g = 980.6199 gals.).
 BS0856
 BS0856.The modeled gravity was interpolated from observed gravity values.
 BS0856
 BS0856;                    North         East    Units  Estimated Accuracy
 BS0856;SPC GA W     -   190,350.      789,330.      MT  (+/- 180 meters Scaled)
 BS0856
 BS0856                          SUPERSEDED SURVEY CONTROL
 BS0856
 BS0856  NGVD 29 (??/??/92)  106.482  (m)          349.35   (f) ADJ UNCH    1 2
 BS0856
 BS0856.Superseded values are not recommended for survey control.
 BS0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0856.See file dsdata.txt to determine how the superseded data were derived.
 BS0856
 BS0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR892108(NAD 83)
 BS0856_MARKER: DB = BENCH MARK DISK
 BS0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0856_SP_SET: CULVERT
 BS0856_STAMPING: A 281 1962
 BS0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0856
 BS0856  HISTORY     - Date     Condition        Report By
 BS0856  HISTORY     - 1962     MONUMENTED       CGS
 BS0856  HISTORY     - 1979     GOOD             NGS
 BS0856
 BS0856                          STATION DESCRIPTION
 BS0856
 BS0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0856'1.5 MI E FROM FITZGERALD.
 BS0856'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 319 FROM THE COURTHOUSE
 BS0856'AT FITZGERALD, 0.7 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD
 BS0856'LEADING NORTH, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 BS0856'HEAD WALL OF A 6 FOOT BOX CULVERT UNDER THE HIGHWAY, 20 FEET
 BS0856'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET WEST OF THE
 BS0856'EAST END OF THE HEAD WALL AND 1/2 FOOT BELOW THE LEVEL OF THE
 BS0856'HIGHWAY.
 BS0856
 BS0856                          STATION RECOVERY (1979)
 BS0856
 BS0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0515 ***********************************************************************
 CL0515  DESIGNATION -  A 282
 CL0515  PID         -  CL0515
 CL0515  STATE/COUNTY-  GA/TWIGGS
 CL0515  USGS QUAD   -  MARION (1985)
 CL0515
 CL0515                         *CURRENT SURVEY CONTROL
 CL0515  ___________________________________________________________________
 CL0515* NAD 83(1986)-  32 43 42.     (N)    083 25 04.     (W)     SCALED    
 CL0515* NAVD 88     -       170.429  (meters)     559.15   (feet)  ADJUSTED  
 CL0515  ___________________________________________________________________
 CL0515  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CL0515  DYNAMIC HT  -         170.238 (meters)     558.52  (feet)  COMP
 CL0515  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CL0515
 CL0515  VERT ORDER  -  FIRST     CLASS II
 CL0515
 CL0515.The horizontal coordinates were scaled from a topographic map and have
 CL0515.an estimated accuracy of +/- 6 seconds.
 CL0515
 CL0515.The orthometric height was determined by differential leveling
 CL0515.and adjusted by the National Geodetic Survey in June 1991..
 CL0515
 CL0515.The geoid height was determined by GEOID03.
 CL0515
 CL0515.The dynamic height is computed by dividing the NAVD 88
 CL0515.geopotential number by the normal gravity value computed on the
 CL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0515.degrees latitude (g = 980.6199 gals.).
 CL0515
 CL0515.The modeled gravity was interpolated from observed gravity values.
 CL0515
 CL0515;                    North         East    Units  Estimated Accuracy
 CL0515;SPC GA W     -   302,720.      770,190.      MT  (+/- 180 meters Scaled)
 CL0515
 CL0515                          SUPERSEDED SURVEY CONTROL
 CL0515
 CL0515  NGVD 29 (??/??/92)  170.560  (m)          559.58   (f) ADJ UNCH    1 2
 CL0515
 CL0515.Superseded values are not recommended for survey control.
 CL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0515.See file dsdata.txt to determine how the superseded data were derived.
 CL0515
 CL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS734237(NAD 83)
 CL0515_MARKER: DB = BENCH MARK DISK
 CL0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CL0515_SP_SET: 40 FT
 CL0515_STAMPING: A 282 1962
 CL0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0515
 CL0515  HISTORY     - Date     Condition        Report By
 CL0515  HISTORY     - 1962     MONUMENTED       CGS
 CL0515  HISTORY     - 1977     GOOD             NGS
 CL0515  HISTORY     - 1985     GOOD             LOCSUR
 CL0515
 CL0515                          STATION DESCRIPTION
 CL0515
 CL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0515'5.8 MI NW FROM JEFFERSONVILLE.
 CL0515'ABOUT 5.8 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0515'FROM THE STATION AT JEFFERSONVILLE, 0.1 MILE SOUTHEAST OF
 CL0515'MILEPOST 17, NEAR A GRADED ROAD CROSSING, 0.25 MILE SOUTHEAST OF
 CL0515'A WHITE FRAME CHURCH BUILDING, 29 FEET EAST OF THE EAST RAIL,
 CL0515'128 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE TRACK,
 CL0515'11 1/2 FEET EAST OF THE CENTER LINE OF A DIM DIRT ROAD, 3 FEET
 CL0515'SOUTHEAST OF TELEGRAPH POLE 549, 1 FOOT EAST OF THE ROW OF POLES,
 CL0515'1.5 FEET NORTH OF A STEEL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL
 CL0515'OF THE TRACK, A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 CL0515'WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 CL0515'BY A 6 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 CL0515'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 CL0515
 CL0515                          STATION RECOVERY (1977)
 CL0515
 CL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0515'RECOVERED IN GOOD CONDITION.
 CL0515
 CL0515                          STATION RECOVERY (1985)
 CL0515
 CL0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 CL0515'THE FOLLOWING CHANGES: CHURCH BUILDING IS NOW BRICK, TELEGRAPH POLES
 CL0515'ARE GONE, REPLACED WITNESS POST AND SIGN AND ADDED STEEL POST
 CL0515'APPROXIMATELY 1 1/2 NORTH OF STATION FOR PROTECTION. SKETCH ATTACHED.
 CL0515'STATION IS OPPOSITE MILEPOST 15.4 STATE HIGHWAY 19 (US 80).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1045 ***********************************************************************
 CL1045  DESIGNATION -  A 283
 CL1045  PID         -  CL1045
 CL1045  STATE/COUNTY-  GA/BIBB
 CL1045  USGS QUAD   -  MACON EAST (1985)
 CL1045
 CL1045                         *CURRENT SURVEY CONTROL
 CL1045  ___________________________________________________________________
 CL1045* NAD 83(1986)-  32 51 50.     (N)    083 32 44.     (W)     SCALED    
 CL1045* NAVD 88     -       135.754  (meters)     445.39   (feet)  ADJUSTED  
 CL1045  ___________________________________________________________________
 CL1045  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CL1045  DYNAMIC HT  -         135.605 (meters)     444.90  (feet)  COMP
 CL1045  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 CL1045
 CL1045  VERT ORDER  -  FIRST     CLASS II
 CL1045
 CL1045.The horizontal coordinates were scaled from a topographic map and have
 CL1045.an estimated accuracy of +/- 6 seconds.
 CL1045
 CL1045.The orthometric height was determined by differential leveling
 CL1045.and adjusted by the National Geodetic Survey in June 1991..
 CL1045
 CL1045.The geoid height was determined by GEOID03.
 CL1045
 CL1045.The dynamic height is computed by dividing the NAVD 88
 CL1045.geopotential number by the normal gravity value computed on the
 CL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1045.degrees latitude (g = 980.6199 gals.).
 CL1045
 CL1045.The modeled gravity was interpolated from observed gravity values.
 CL1045
 CL1045;                    North         East    Units  Estimated Accuracy
 CL1045;SPC GA W     -   317,680.      758,130.      MT  (+/- 180 meters Scaled)
 CL1045
 CL1045                          SUPERSEDED SURVEY CONTROL
 CL1045
 CL1045  NGVD 29 (??/??/92)  135.892  (m)          445.84   (f) ADJ UNCH    1 2
 CL1045
 CL1045.Superseded values are not recommended for survey control.
 CL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1045.See file dsdata.txt to determine how the superseded data were derived.
 CL1045
 CL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS618390(NAD 83)
 CL1045_MARKER: DB = BENCH MARK DISK
 CL1045_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CL1045_SP_SET: 14 1/2 FEET
 CL1045_STAMPING: A 283 1962
 CL1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1045
 CL1045  HISTORY     - Date     Condition        Report By
 CL1045  HISTORY     - 1962     MONUMENTED       CGS
 CL1045  HISTORY     - 1976     MARK NOT FOUND   NGS
 CL1045
 CL1045                          STATION DESCRIPTION
 CL1045
 CL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL1045'5.6 MI NE FROM MACON.
 CL1045'ABOUT 4.1 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1045'FROM THE UNION STATION AT MACON, THENCE 1.5 MILES NORTHEAST
 CL1045'ALONG THE GEORGIA RAILROAD, NEAR THE UNDERPASS OF THE CENTRAL
 CL1045'OF GEORGIA RAILWAY, 0.5 MILE NORTHEAST OF MILEPOST M 73,
 CL1045'40 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE GEORGIA
 CL1045'RAILROAD, 106 FEET SOUTH OF THE SOUTH RAIL OF THE CENTRAL OF
 CL1045'GEORGIA RAILWAY, 36 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN
 CL1045'BRIDGE OVER THE CENTRAL OF GEORGIA RAILWAY, 80 1/2 FEET NORTHEAST
 CL1045'OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.6 FEET
 CL1045'NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 CL1045'GEORGIA RAILROAD, A DISK ON THE TOP OF A STEEL COPPER COATED
 CL1045'ROD WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 CL1045'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 4 INCHES ABOVE THE
 CL1045'LEVEL OF THE GROUND.  THE ROD WAS HAND DRIVEN TO A DEPTH OF
 CL1045'14 1/2 FEET.
 CL1045
 CL1045                          STATION RECOVERY (1976)
 CL1045
 CL1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CL1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0312 ***********************************************************************
 DF0312  DESIGNATION -  A 284
 DF0312  PID         -  DF0312
 DF0312  STATE/COUNTY-  GA/WARREN
 DF0312  USGS QUAD   -  JEWELL (1987)
 DF0312
 DF0312                         *CURRENT SURVEY CONTROL
 DF0312  ___________________________________________________________________
 DF0312* NAD 83(1986)-  33 21 31.     (N)    082 47 13.     (W)     SCALED    
 DF0312* NAVD 88     -       129.028  (meters)     423.32   (feet)  ADJUSTED  
 DF0312  ___________________________________________________________________
 DF0312  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DF0312  DYNAMIC HT  -         128.891 (meters)     422.87  (feet)  COMP
 DF0312  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DF0312
 DF0312  VERT ORDER  -  FIRST     CLASS II
 DF0312
 DF0312.The horizontal coordinates were scaled from a topographic map and have
 DF0312.an estimated accuracy of +/- 6 seconds.
 DF0312
 DF0312.The orthometric height was determined by differential leveling
 DF0312.and adjusted by the National Geodetic Survey in June 1991..
 DF0312
 DF0312.The geoid height was determined by GEOID03.
 DF0312
 DF0312.The dynamic height is computed by dividing the NAVD 88
 DF0312.geopotential number by the normal gravity value computed on the
 DF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0312.degrees latitude (g = 980.6199 gals.).
 DF0312
 DF0312.The modeled gravity was interpolated from observed gravity values.
 DF0312
 DF0312;                    North         East    Units  Estimated Accuracy
 DF0312;SPC GA E     -   372,540.      142,270.      MT  (+/- 180 meters Scaled)
 DF0312
 DF0312                          SUPERSEDED SURVEY CONTROL
 DF0312
 DF0312  NGVD 29 (??/??/92)  129.216  (m)          423.94   (f) ADJ UNCH    1 2
 DF0312
 DF0312.Superseded values are not recommended for survey control.
 DF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0312.See file dsdata.txt to determine how the superseded data were derived.
 DF0312
 DF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS337924(NAD 83)
 DF0312_MARKER: DB = BENCH MARK DISK
 DF0312_SETTING: 66 = SET IN ROCK OUTCROP
 DF0312_SP_SET: OUTCROP
 DF0312_STAMPING: A 284 1962
 DF0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0312+STABILITY: POSITION/ELEVATION WELL
 DF0312
 DF0312  HISTORY     - Date     Condition        Report By
 DF0312  HISTORY     - 1962     MONUMENTED       CGS
 DF0312  HISTORY     - 1976     GOOD             NGS
 DF0312
 DF0312                          STATION DESCRIPTION
 DF0312
 DF0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0312'0.7 MI NE FROM MAYFIELD.
 DF0312'ABOUT 0.7 MILE NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0312'NORTHEAST END OF THE BRIDGE OVER OGEECHEE RIVER AT MAYFIELD, 0.25
 DF0312'MILE EAST OF MILEPOST M 12, 120 YARDS EAST OF THE CROSSING OF A
 DF0312'GRADED ROAD, 10 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 DF0312'TRACK, SET IN TOP OF A 6-BY 5-FOOT ROCK OUTCROP NEAR THE CENTER OF
 DF0312'A SMALL CUT, 2 FEET EAST OF THE WEST EDGE OF THE OUTCROP, AND
 DF0312'ABOUT LEVEL WITH THE TRACK.
 DF0312
 DF0312                          STATION RECOVERY (1976)
 DF0312
 DF0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0592 ***********************************************************************
 CL0592  DESIGNATION -  A 285
 CL0592  PID         -  CL0592
 CL0592  STATE/COUNTY-  GA/LAURENS
 CL0592  USGS QUAD   -  DUDLEY (1974)
 CL0592
 CL0592                         *CURRENT SURVEY CONTROL
 CL0592  ___________________________________________________________________
 CL0592* NAD 83(1986)-  32 31 46.     (N)    083 03 31.     (W)     SCALED    
 CL0592* NAVD 88     -        92.830  (meters)     304.56   (feet)  ADJUSTED  
 CL0592  ___________________________________________________________________
 CL0592  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CL0592  DYNAMIC HT  -          92.725 (meters)     304.22  (feet)  COMP
 CL0592  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 CL0592
 CL0592  VERT ORDER  -  FIRST     CLASS II
 CL0592
 CL0592.The horizontal coordinates were scaled from a topographic map and have
 CL0592.an estimated accuracy of +/- 6 seconds.
 CL0592
 CL0592.The orthometric height was determined by differential leveling
 CL0592.and adjusted by the National Geodetic Survey in June 1991..
 CL0592
 CL0592.The geoid height was determined by GEOID03.
 CL0592
 CL0592.The dynamic height is computed by dividing the NAVD 88
 CL0592.geopotential number by the normal gravity value computed on the
 CL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0592.degrees latitude (g = 980.6199 gals.).
 CL0592
 CL0592.The modeled gravity was interpolated from observed gravity values.
 CL0592
 CL0592;                    North         East    Units  Estimated Accuracy
 CL0592;SPC GA E     -   280,770.      116,210.      MT  (+/- 180 meters Scaled)
 CL0592
 CL0592                          SUPERSEDED SURVEY CONTROL
 CL0592
 CL0592  NGVD 29 (??/??/92)   92.988  (m)          305.08   (f) ADJ UNCH    1 2
 CL0592
 CL0592.Superseded values are not recommended for survey control.
 CL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0592.See file dsdata.txt to determine how the superseded data were derived.
 CL0592
 CL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS066009(NAD 83)
 CL0592_MARKER: DB = BENCH MARK DISK
 CL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0592_STAMPING: A 285 1962
 CL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0592+STABILITY: SURFACE MOTION
 CL0592
 CL0592  HISTORY     - Date     Condition        Report By
 CL0592  HISTORY     - 1962     MONUMENTED       CGS
 CL0592  HISTORY     - 1977     GOOD             NGS
 CL0592
 CL0592                          STATION DESCRIPTION
 CL0592
 CL0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0592'1 MI SE FROM DUDLEY.
 CL0592'ABOUT 1.0 MILE SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0592'FROM THE STATION AT DUDLEY, 0.4 MILE SOUTHEAST OF MILEPOST 43,
 CL0592'NEAR A GRADED ROAD CROSSING, 61 FEET EAST OF THE CENTER OF THE
 CL0592'ROAD CROSSING THE MAIN TRACK, 25.5 FEET NORTHEAST OF THE NORTHEAST
 CL0592'RAIL, 41 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED ROAD
 CL0592'LEADING NORTHEAST FROM THE TRACK, 2 FEET SOUTHEAST OF TELEGRAPH
 CL0592'POLE 1400, IN LINE WITH A ROW OF POLES, 1.0 FOOT NORTHWEST OF A
 CL0592'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND THE TRACK,
 CL0592'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 CL0592'LEVEL OF THE GROUND.
 CL0592
 CL0592                          STATION RECOVERY (1977)
 CL0592
 CL0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0084 ***********************************************************************
 BR0084  DESIGNATION -  A 286
 BR0084  PID         -  BR0084
 BR0084  STATE/COUNTY-  GA/GLYNN
 BR0084  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0084
 BR0084                         *CURRENT SURVEY CONTROL
 BR0084  ___________________________________________________________________
 BR0084* NAD 83(1986)-  31 10 20.     (N)    081 22 48.     (W)     SCALED    
 BR0084* NAVD 88     -         3.336  (meters)      10.94   (feet)  ADJUSTED  
 BR0084  ___________________________________________________________________
 BR0084  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 BR0084  DYNAMIC HT  -           3.332 (meters)      10.93  (feet)  COMP
 BR0084  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 BR0084
 BR0084  VERT ORDER  -  SECOND    CLASS 0
 BR0084
 BR0084.The horizontal coordinates were scaled from a topographic map and have
 BR0084.an estimated accuracy of +/- 6 seconds.
 BR0084
 BR0084.The orthometric height was determined by differential leveling
 BR0084.and adjusted by the National Geodetic Survey in June 1991..
 BR0084
 BR0084.The geoid height was determined by GEOID03.
 BR0084
 BR0084.The dynamic height is computed by dividing the NAVD 88
 BR0084.geopotential number by the normal gravity value computed on the
 BR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0084.degrees latitude (g = 980.6199 gals.).
 BR0084
 BR0084.The modeled gravity was interpolated from observed gravity values.
 BR0084
 BR0084;                    North         East    Units  Estimated Accuracy
 BR0084;SPC GA E     -   130,210.      274,990.      MT  (+/- 180 meters Scaled)
 BR0084
 BR0084                          SUPERSEDED SURVEY CONTROL
 BR0084
 BR0084  NGVD 29 (??/??/92)    3.630  (m)           11.91   (f) ADJ UNCH    2 0
 BR0084
 BR0084.Superseded values are not recommended for survey control.
 BR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0084.See file dsdata.txt to determine how the superseded data were derived.
 BR0084
 BR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ637487(NAD 83)
 BR0084_MARKER: DB = BENCH MARK DISK
 BR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0084_STAMPING: A 286 1961
 BR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0084+STABILITY: SURFACE MOTION
 BR0084
 BR0084  HISTORY     - Date     Condition        Report By
 BR0084  HISTORY     - 1961     MONUMENTED       CGS
 BR0084
 BR0084                          STATION DESCRIPTION
 BR0084
 BR0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0084'5.1 MI SE FROM FORT FREDERICA.
 BR0084'4.1 MILES SOUTH-SOUTHEAST ON FREDERICA ROAD AND SEA ISLAND DRIVE
 BR0084'FROM THE ENTRANCE TO FORT FREDERICA NATIONAL MONUMENT OR 1.0 MILE
 BR0084'NORTHEAST ON SEA ISLAND DRIVE FROM THE JUNCTION WITH RETREAT
 BR0084'AVENUE AND DEMERE ROAD ON ST. SIMONS ISLAND.  39 YARDS NORTHWEST
 BR0084'AND ACROSS THE ROAD FROM THE NORTH CORNER OF A RANCH STYLE HOUSE,
 BR0084'38.5 FEET NORTH WEST OF THE CENTER LINE OF SEA ISLAND DRIVE AND
 BR0084'13.5 FEET NORTHWEST OF A POWER LINE POLE.  SET IN THE TOP OF A
 BR0084'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0832 ***********************************************************************
 BC0832  DESIGNATION -  A 287
 BC0832  PID         -  BC0832
 BC0832  STATE/COUNTY-  GA/CAMDEN
 BC0832  USGS QUAD   -  HARRIETTS BLUFF (1994)
 BC0832
 BC0832                         *CURRENT SURVEY CONTROL
 BC0832  ___________________________________________________________________
 BC0832* NAD 83(1986)-  30 52 00.     (N)    081 37 12.     (W)     SCALED    
 BC0832* NAVD 88     -         2.432  (meters)       7.98   (feet)  ADJUSTED  
 BC0832  ___________________________________________________________________
 BC0832  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0832  DYNAMIC HT  -           2.429 (meters)       7.97  (feet)  COMP
 BC0832  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BC0832
 BC0832  VERT ORDER  -  SECOND    CLASS 0
 BC0832
 BC0832.The horizontal coordinates were scaled from a topographic map and have
 BC0832.an estimated accuracy of +/- 6 seconds.
 BC0832
 BC0832.The orthometric height was determined by differential leveling
 BC0832.and adjusted by the National Geodetic Survey in June 1991..
 BC0832
 BC0832.The geoid height was determined by GEOID03.
 BC0832
 BC0832.The dynamic height is computed by dividing the NAVD 88
 BC0832.geopotential number by the normal gravity value computed on the
 BC0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0832.degrees latitude (g = 980.6199 gals.).
 BC0832
 BC0832.The modeled gravity was interpolated from observed gravity values.
 BC0832
 BC0832;                    North         East    Units  Estimated Accuracy
 BC0832;SPC GA E     -    96,200.      252,280.      MT  (+/- 180 meters Scaled)
 BC0832
 BC0832                          SUPERSEDED SURVEY CONTROL
 BC0832
 BC0832  NGVD 29 (??/??/92)    2.785  (m)            9.14   (f) ADJ UNCH    2 0
 BC0832
 BC0832.Superseded values are not recommended for survey control.
 BC0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0832.See file dsdata.txt to determine how the superseded data were derived.
 BC0832
 BC0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ407149(NAD 83)
 BC0832_MARKER: DB = BENCH MARK DISK
 BC0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0832_SP_SET: BRIDGE
 BC0832_STAMPING: A 287 1961
 BC0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0832
 BC0832  HISTORY     - Date     Condition        Report By
 BC0832  HISTORY     - 1961     MONUMENTED       CGS
 BC0832
 BC0832                          STATION DESCRIPTION
 BC0832
 BC0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BC0832'2.2 MI W FROM HARRIETTS BLUFF.
 BC0832'0.15 MILE NORTHWEST ON GRADED ROAD FROM THE WEST BANK OF CROOKED
 BC0832'RIVER AT HARRIETTS BLUFF TO A REVERSED Y INTERSECTION AT THE
 BC0832'BEGINNING OF BLACKTOPPED ROAD, CONTINUE WEST 2.05 MILES TO A
 BC0832'CREEK.  73 FEET NORTHWEST OF A POWER POLE, 20 FEET SOUTHEAST OF
 BC0832'THE CENTER LINE OF THE BLACKTOPPED ROAD AND 2 FEET BELOW THE
 BC0832'LEVEL OF THE ROAD.  SET IN A DRILL HOLE AT THE SOUTHWEST END OF
 BC0832'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0127 ***********************************************************************
 BR0127  DESIGNATION -  A 288
 BR0127  PID         -  BR0127
 BR0127  STATE/COUNTY-  GA/GLYNN
 BR0127  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR0127
 BR0127                         *CURRENT SURVEY CONTROL
 BR0127  ___________________________________________________________________
 BR0127* NAD 83(1986)-  31 05 17.     (N)    081 28 44.     (W)     SCALED    
 BR0127* NAVD 88     -         3.871  (meters)      12.70   (feet)  ADJUSTED  
 BR0127  ___________________________________________________________________
 BR0127  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 BR0127  DYNAMIC HT  -           3.866 (meters)      12.68  (feet)  COMP
 BR0127  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BR0127
 BR0127  VERT ORDER  -  SECOND    CLASS 0
 BR0127
 BR0127.The horizontal coordinates were scaled from a topographic map and have
 BR0127.an estimated accuracy of +/- 6 seconds.
 BR0127
 BR0127.The orthometric height was determined by differential leveling
 BR0127.and adjusted by the National Geodetic Survey in June 1991..
 BR0127
 BR0127.The geoid height was determined by GEOID03.
 BR0127
 BR0127.The dynamic height is computed by dividing the NAVD 88
 BR0127.geopotential number by the normal gravity value computed on the
 BR0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0127.degrees latitude (g = 980.6199 gals.).
 BR0127
 BR0127.The modeled gravity was interpolated from observed gravity values.
 BR0127
 BR0127;                    North         East    Units  Estimated Accuracy
 BR0127;SPC GA E     -   120,820.      265,620.      MT  (+/- 180 meters Scaled)
 BR0127
 BR0127                          SUPERSEDED SURVEY CONTROL
 BR0127
 BR0127  NGVD 29 (??/??/92)    4.185  (m)           13.73   (f) ADJ UNCH    2 0
 BR0127
 BR0127.Superseded values are not recommended for survey control.
 BR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0127.See file dsdata.txt to determine how the superseded data were derived.
 BR0127
 BR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ543394(NAD 83)
 BR0127_MARKER: DB = BENCH MARK DISK
 BR0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0127_SP_SET: BRIDGE ABUTMENT
 BR0127_STAMPING: A 288 1961
 BR0127_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BR0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0127+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 BR0127
 BR0127  HISTORY     - Date     Condition        Report By
 BR0127  HISTORY     - 1961     MONUMENTED       CGS
 BR0127  HISTORY     - 19960625 GOOD             NGS
 BR0127
 BR0127                          STATION DESCRIPTION
 BR0127
 BR0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0127'4.4 MI SE FROM BRUNSWICK.
 BR0127'0.9 MILE EAST ON GLOUCHESTER STREET FROM THE POST OFFICE IN
 BR0127'BRUNSWICK TO ITS JUNCTION WITH U.S. HIGHWAY 17, THENCE 3.8 MILES
 BR0127'SOUTH ON HIGHWAY 17, THENCE 1.5 MILE EAST ON STATE HIGHWAY
 BR0127'50.  24 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 50 IN THE
 BR0127'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE CONCRETE HIGHWAY
 BR0127'BRIDGE OVER CEDAR CREEK.  SET IN A DRILL HOLE 3.5 FEET BELOW THE
 BR0127'LEVEL OF THE BRIDGE FLOOR.
 BR0127
 BR0127                          STATION RECOVERY (1996)
 BR0127
 BR0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BR0127'RECOVERED ESSENTIALLY AS DESCRIBED IN 1961, ALONG JEKYLL ISLAND
 BR0127'CAUSEWAY, AT A CORNER OF THE FOOTING OF THE SE ABUTMENT, ON THE SIDE
 BR0127'TOWARD THE CREEK--THE INSIDE OR NW SIDE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0828 ***********************************************************************
 BC0828  DESIGNATION -  A 289
 BC0828  PID         -  BC0828
 BC0828  STATE/COUNTY-  GA/CAMDEN
 BC0828  USGS QUAD   -  WOODBINE (1993)
 BC0828
 BC0828                         *CURRENT SURVEY CONTROL
 BC0828  ___________________________________________________________________
 BC0828* NAD 83(1986)-  30 55 04.     (N)    081 37 32.     (W)     SCALED    
 BC0828* NAVD 88     -         7.221  (meters)      23.69   (feet)  ADJUSTED  
 BC0828  ___________________________________________________________________
 BC0828  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0828  DYNAMIC HT  -           7.212 (meters)      23.66  (feet)  COMP
 BC0828  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 BC0828
 BC0828  VERT ORDER  -  SECOND    CLASS 0
 BC0828
 BC0828.The horizontal coordinates were scaled from a topographic map and have
 BC0828.an estimated accuracy of +/- 6 seconds.
 BC0828
 BC0828.The orthometric height was determined by differential leveling
 BC0828.and adjusted by the National Geodetic Survey in June 1991..
 BC0828
 BC0828.The geoid height was determined by GEOID03.
 BC0828
 BC0828.The dynamic height is computed by dividing the NAVD 88
 BC0828.geopotential number by the normal gravity value computed on the
 BC0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0828.degrees latitude (g = 980.6199 gals.).
 BC0828
 BC0828.The modeled gravity was interpolated from observed gravity values.
 BC0828
 BC0828;                    North         East    Units  Estimated Accuracy
 BC0828;SPC GA E     -   101,860.      251,720.      MT  (+/- 180 meters Scaled)
 BC0828
 BC0828                          SUPERSEDED SURVEY CONTROL
 BC0828
 BC0828  NGVD 29 (??/??/92)    7.572  (m)           24.84   (f) ADJ UNCH    2 0
 BC0828
 BC0828.Superseded values are not recommended for survey control.
 BC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0828.See file dsdata.txt to determine how the superseded data were derived.
 BC0828
 BC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ402206(NAD 83)
 BC0828_MARKER: DB = BENCH MARK DISK
 BC0828_SETTING: 0 = UNSPECIFIED SETTING
 BC0828_STAMPING: A 289 1962
 BC0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0828
 BC0828  HISTORY     - Date     Condition        Report By
 BC0828  HISTORY     - 1962     MONUMENTED       CGS
 BC0828  HISTORY     - 1975     GOOD             USGS
 BC0828
 BC0828                          STATION DESCRIPTION
 BC0828
 BC0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BC0828'6.2 MI NW FROM HARRIETTS BLUFF.
 BC0828'0.15 MILES NORTHWEST ALONG A GRADED ROAD FROM THE WEST BANK OF
 BC0828'CROOKED RIVER AT HARRIETTS BLUFF, THENCE 2.1 MILES WEST ALONG A
 BC0828'BLACKEDTOP ROAD, THENCE 0.3 MILES WEST ALONG A DIRT TRAIL TO A
 BC0828'LOCKED GATE NORTH OF THE ROAD.  THENCE 3.65 MILES NORTHERLY
 BC0828'ALONG A PRIVATE ROAD, 21 FEET NORTH OF A LARGE DEAD OAK TREE AND
 BC0828'0.25 MILES SOUTH OF A SIDE ROAD RUNNING IN AN EAST DIRECTION.
 BC0828
 BC0828                          STATION RECOVERY (1975)
 BC0828
 BC0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BC0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0576 ***********************************************************************
 BR0576  DESIGNATION -  A 290
 BR0576  PID         -  BR0576
 BR0576  STATE/COUNTY-  GA/BRYAN
 BR0576  USGS QUAD   -  OAK LEVEL (1979)
 BR0576
 BR0576                         *CURRENT SURVEY CONTROL
 BR0576  ___________________________________________________________________
 BR0576* NAD 83(1986)-  31 47 37.     (N)    081 12 47.     (W)     SCALED    
 BR0576* NAVD 88     -         4.891  (meters)      16.05   (feet)  ADJUSTED  
 BR0576  ___________________________________________________________________
 BR0576  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 BR0576  DYNAMIC HT  -           4.885 (meters)      16.03  (feet)  COMP
 BR0576  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 BR0576
 BR0576  VERT ORDER  -  SECOND    CLASS 0
 BR0576
 BR0576.The horizontal coordinates were scaled from a topographic map and have
 BR0576.an estimated accuracy of +/- 6 seconds.
 BR0576
 BR0576.The orthometric height was determined by differential leveling
 BR0576.and adjusted by the National Geodetic Survey in June 1991..
 BR0576
 BR0576.The geoid height was determined by GEOID03.
 BR0576
 BR0576.The dynamic height is computed by dividing the NAVD 88
 BR0576.geopotential number by the normal gravity value computed on the
 BR0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0576.degrees latitude (g = 980.6199 gals.).
 BR0576
 BR0576.The modeled gravity was interpolated from observed gravity values.
 BR0576
 BR0576;                    North         East    Units  Estimated Accuracy
 BR0576;SPC GA E     -   199,230.      290,300.      MT  (+/- 180 meters Scaled)
 BR0576
 BR0576                          SUPERSEDED SURVEY CONTROL
 BR0576
 BR0576  NGVD 29 (??/??/92)    5.174  (m)           16.98   (f) ADJ UNCH    2 0
 BR0576
 BR0576.Superseded values are not recommended for survey control.
 BR0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0576.See file dsdata.txt to determine how the superseded data were derived.
 BR0576
 BR0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR798175(NAD 83)
 BR0576_MARKER: DB = BENCH MARK DISK
 BR0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0576_STAMPING: A 290 1962
 BR0576_MARK LOGO: CGS   
 BR0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0576+STABILITY: SURFACE MOTION
 BR0576
 BR0576  HISTORY     - Date     Condition        Report By
 BR0576  HISTORY     - 1962     MONUMENTED       CGS
 BR0576  HISTORY     - 1968     GOOD             NGS
 BR0576  HISTORY     - 19930908 GOOD             NGS
 BR0576  HISTORY     - 19960504 GOOD             USPSQD
 BR0576
 BR0576                          STATION DESCRIPTION
 BR0576
 BR0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BR0576'12.4 MI SSE FROM RICHMOND HILL.
 BR0576'GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 63 FROM ITS JUNCTION WITH
 BR0576'THE CROSSING OF THE SEABOARD AIR LINE RAILROAD IN RICHMOND HILL
 BR0576'FOR 10.1 MILES TO ITS JUNCTION WITH KILKENNY ROAD, THENCE 2.35
 BR0576'MILES SOUTHEAST ON KILKENNY ROAD TO ITS JUNCTION WITH BELLE ISLE
 BR0576'ROAD.  91 FEET SOUTHWEST OF THE CENTER LINE OF KILKENNY ROAD, 24
 BR0576'FEET NORTHWEST OF THE CENTER LINE OF BELLE ISLE ROAD, 2.5 FEET
 BR0576'NORTHEAST OF A CONCRETE SIGN POST, (THE SIGN READS IPCO BELLE ISLE
 BR0576'ROAD), AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF
 BR0576'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 BR0576
 BR0576                          STATION RECOVERY (1968)
 BR0576
 BR0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BR0576'RECOVERED IN GOOD CONDITION.
 BR0576
 BR0576                          STATION RECOVERY (1993)
 BR0576
 BR0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BR0576'RECOVERED AS DESCRIBED.  MARK WILL SOON BE REMOVED IN PROCESS OF
 BR0576'WIDENING AND PAVING BELLE ISLAND ROAD.  USED TO ESTABLISH A 290 RESET
 BR0576'AND CHECKED AGAINST MARKS AT KILKENNY CAMP (TIDE STATION 20) .
 BR0576
 BR0576                          STATION RECOVERY (1996)
 BR0576
 BR0576'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3036 ***********************************************************************
 AB3036  DESIGNATION -  A 290 RESET
 AB3036  PID         -  AB3036
 AB3036  STATE/COUNTY-  GA/BRYAN
 AB3036  USGS QUAD   -  OAK LEVEL (1979)
 AB3036
 AB3036                         *CURRENT SURVEY CONTROL
 AB3036  ___________________________________________________________________
 AB3036* NAD 83(1986)-  31 47 37.     (N)    081 12 48.     (W)     SCALED    
 AB3036* NAVD 88     -         4.962  (meters)      16.28   (feet)  ADJUSTED  
 AB3036  ___________________________________________________________________
 AB3036  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AB3036  DYNAMIC HT  -           4.956 (meters)      16.26  (feet)  COMP
 AB3036  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 AB3036
 AB3036  VERT ORDER  -  SECOND    CLASS I
 AB3036
 AB3036.The horizontal coordinates were scaled from a topographic map and have
 AB3036.an estimated accuracy of +/- 6 seconds.
 AB3036
 AB3036.The orthometric height was determined by differential leveling
 AB3036.and adjusted by the National Geodetic Survey in April 1998..
 AB3036
 AB3036.The geoid height was determined by GEOID03.
 AB3036
 AB3036.The dynamic height is computed by dividing the NAVD 88
 AB3036.geopotential number by the normal gravity value computed on the
 AB3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3036.degrees latitude (g = 980.6199 gals.).
 AB3036
 AB3036.The modeled gravity was interpolated from observed gravity values.
 AB3036
 AB3036;                    North         East    Units  Estimated Accuracy
 AB3036;SPC GA E     -   199,230.      290,280.      MT  (+/- 180 meters Scaled)
 AB3036
 AB3036                          SUPERSEDED SURVEY CONTROL
 AB3036
 AB3036.No superseded survey control is available for this station.
 AB3036
 AB3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR798175(NAD 83)
 AB3036_MARKER: DD = SURVEY DISK
 AB3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3036_STAMPING: A 290 RESET 1993
 AB3036_MARK LOGO: GADT  
 AB3036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3036+STABILITY: SURFACE MOTION
 AB3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3036+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 AB3036
 AB3036  HISTORY     - Date     Condition        Report By
 AB3036  HISTORY     - 1993     MONUMENTED       GADT
 AB3036  HISTORY     - 20050301 GOOD             USPSQD
 AB3036
 AB3036                          STATION DESCRIPTION
 AB3036
 AB3036'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1993 (HAR)
 AB3036'11.05 MILES (17.78 KM) SE AND SOUTH FROM THE INTERSECTION OF RTS 17
 AB3036'AND 144 IN RICHMOND HILL TO KILKENNY RD, THEN LEFT 2.25 MILES (3.62
 AB3036'KM) SE TO THE MARK ON THE RIGHT AT INTERSECTION WITH BELLE ISLAND
 AB3036'ROAD.  A STANDARD GADOT DISK SET IN 14 INCH DIAMETER CONCRETE POST
 AB3036'FLUSH WITH GROUND AND 2 FEET (0.6 M) ABOVE ROADS, AT WEST CORNER OF
 AB3036'RIGHTS OF WAY OF THE ROADS, THESE TAKEN TO RUN SE AND SW RESPECTIVELY,
 AB3036'43 FEET (13.1 M) SW OF CENTER OF KILKENNY RD, 39 FEET (11.9 M) NW OF
 AB3036'PROPOSED CENTER OF RELOCATED BELLE ISLAND RD, 79 FEET (24.1 M) NW AND
 AB3036'ACROSS RD FROM TELEPHONE CABLE BOX THAT IS 1 FOOT (0.3 M) NW OF A POLE
 AB3036'WITH TWO TRANSFORMERS, 105 FEET (32.0 M) SE OF A POLE ALONG KILKENNY
 AB3036'RD.  FLUSH WITH GROUND AND WITNESSED BY ORANGE POST AND UPRIGHT RR
 AB3036'TIE.
 AB3036
 AB3036                          STATION RECOVERY (2005)
 AB3036
 AB3036'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AB3036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0478 ***********************************************************************
 DG0478  DESIGNATION -  A 291
 DG0478  PID         -  DG0478
 DG0478  STATE/COUNTY-  GA/FULTON
 DG0478  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG0478
 DG0478                         *CURRENT SURVEY CONTROL
 DG0478  ___________________________________________________________________
 DG0478* NAD 83(1986)-  33 40 58.     (N)    084 21 11.     (W)     SCALED    
 DG0478* NAVD 88     -       240.972  (meters)     790.59   (feet)  ADJUSTED  
 DG0478  ___________________________________________________________________
 DG0478  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG0478  DYNAMIC HT  -         240.704 (meters)     789.71  (feet)  COMP
 DG0478  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 DG0478
 DG0478  VERT ORDER  -  FIRST     CLASS I
 DG0478
 DG0478.The horizontal coordinates were scaled from a topographic map and have
 DG0478.an estimated accuracy of +/- 6 seconds.
 DG0478
 DG0478.The orthometric height was determined by differential leveling
 DG0478.and adjusted by the National Geodetic Survey in June 1991..
 DG0478
 DG0478.The geoid height was determined by GEOID03.
 DG0478
 DG0478.The dynamic height is computed by dividing the NAVD 88
 DG0478.geopotential number by the normal gravity value computed on the
 DG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0478.degrees latitude (g = 980.6199 gals.).
 DG0478
 DG0478.The modeled gravity was interpolated from observed gravity values.
 DG0478
 DG0478;                    North         East    Units  Estimated Accuracy
 DG0478;SPC GA W     -   408,340.      682,720.      MT  (+/- 180 meters Scaled)
 DG0478
 DG0478                          SUPERSEDED SURVEY CONTROL
 DG0478
 DG0478  NGVD 29 (??/??/92)  240.895  (m)          790.34   (f) ADJ UNCH    1 1
 DG0478
 DG0478.Superseded values are not recommended for survey control.
 DG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0478.See file dsdata.txt to determine how the superseded data were derived.
 DG0478
 DG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC453301(NAD 83)
 DG0478_MARKER: DB = BENCH MARK DISK
 DG0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0478_SP_SET: TOWER
 DG0478_STAMPING: A 291 1968
 DG0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0478
 DG0478  HISTORY     - Date     Condition        Report By
 DG0478  HISTORY     - 1968     MONUMENTED       CGS
 DG0478  HISTORY     - 19900509 MARK NOT FOUND   USGS
 DG0478
 DG0478                          STATION DESCRIPTION
 DG0478
 DG0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DG0478'2.8 MI SE FROM ATLANTA.
 DG0478'ABOUT 1.9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0478'CROSSING OF SAWTELL AVENUE AT ATLANTA, THENCE ABOUT 0.7 MILE
 DG0478'SOUTH ALONG U.S. HIGHWAY 23 AND STATE HIGHWAY 42, THENCE ABOUT
 DG0478'0.2 MILE WEST THROUGH THE TIME FREIGHT INCORPORATED PARKING LOT,
 DG0478'SET IN THE TOP OF THE NORTHEAST CORNER OF THE 2 1/2-FOOT BY
 DG0478'2 1/2-FOOT CONCRETE BASE FOR THE 325-FOOT HIGH RADIO TOWER OF THE
 DG0478'TIME FREIGHT INCORPORATED, 3.4 FEET NORTHWEST OF THE NORTHWEST
 DG0478'CORNER OF THE REPAIR SHOP BUILDING AND LEVEL WITH THE BLACKTOP.
 DG0478
 DG0478                          STATION RECOVERY (1990)
 DG0478
 DG0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0478'DESTROYED. RADIO TOWER AND BASE NO LONGER EXIST. RESIDENT STATES THAT
 DG0478'TOWER HAD BLOWN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0434 ***********************************************************************
 CM0434  DESIGNATION -  A 292
 CM0434  PID         -  CM0434
 CM0434  STATE/COUNTY-  GA/MUSCOGEE
 CM0434  USGS QUAD   -  FORTSON (1985)
 CM0434
 CM0434                         *CURRENT SURVEY CONTROL
 CM0434  ___________________________________________________________________
 CM0434* NAD 83(1986)-  32 31 03.     (N)    084 56 33.     (W)     SCALED    
 CM0434* NAVD 88     -       118.308  (meters)     388.15   (feet)  ADJUSTED  
 CM0434  ___________________________________________________________________
 CM0434  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CM0434  DYNAMIC HT  -         118.174 (meters)     387.71  (feet)  COMP
 CM0434  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CM0434
 CM0434  VERT ORDER  -  FIRST     CLASS I
 CM0434
 CM0434.This mark is at Columbus Metropolitan Airport (CSG)
 CM0434
 CM0434.The horizontal coordinates were scaled from a topographic map and have
 CM0434.an estimated accuracy of +/- 6 seconds.
 CM0434
 CM0434.The orthometric height was determined by differential leveling
 CM0434.and adjusted by the National Geodetic Survey in June 1991..
 CM0434
 CM0434.The geoid height was determined by GEOID03.
 CM0434
 CM0434.The dynamic height is computed by dividing the NAVD 88
 CM0434.geopotential number by the normal gravity value computed on the
 CM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0434.degrees latitude (g = 980.6199 gals.).
 CM0434
 CM0434.The modeled gravity was interpolated from observed gravity values.
 CM0434
 CM0434;                    North         East    Units  Estimated Accuracy
 CM0434;SPC GA W     -   279,360.      627,110.      MT  (+/- 180 meters Scaled)
 CM0434
 CM0434                          SUPERSEDED SURVEY CONTROL
 CM0434
 CM0434  NGVD 29 (??/??/92)  118.324  (m)          388.20   (f) ADJ UNCH    1 1
 CM0434
 CM0434.Superseded values are not recommended for survey control.
 CM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0434.See file dsdata.txt to determine how the superseded data were derived.
 CM0434
 CM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA932996(NAD 83)
 CM0434_MARKER: DB = BENCH MARK DISK
 CM0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0434_SP_SET: CONCRETE LANDING
 CM0434_STAMPING: A 292 1968
 CM0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0434
 CM0434  HISTORY     - Date     Condition        Report By
 CM0434  HISTORY     - 1968     MONUMENTED       CGS
 CM0434  HISTORY     - 1979     MARK NOT FOUND   NGS
 CM0434
 CM0434                          STATION DESCRIPTION
 CM0434
 CM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0434'4.5 MI NE FROM COLUMBUS.
 CM0434'AT THE MUSCOGEE COUNTY AIRPORT, ALONG THE SOUTH SIDE OF THE
 CM0434'ADMINISTRATION BUILDING, NEAR THE WEST EDGE OF THE CONCRETE
 CM0434'PASSENGER LOADING RAMP, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 CM0434'THE CONCRETE VENT TO THE BASEMENT WINDOWS (THE VENT IS ABOUT 14
 CM0434'FEET LONG, 4 FEET WIDE AND 8 FEET DEEP), 7 FEET WEST OF THE WEST
 CM0434'EDGE OF THE SOUTH MAIN ENTRANCE TO THE ADMINISTRATION BUILDING,
 CM0434'ABOUT LEVEL WITH THE CONCRETE RAMP AND ABOUT 1 FOOT ABOVE THE
 CM0434'LEVEL OF THE GROUND.
 CM0434
 CM0434                          STATION RECOVERY (1979)
 CM0434
 CM0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CM0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0567 ***********************************************************************
 EE0567  DESIGNATION -  A 293
 EE0567  PID         -  EE0567
 EE0567  STATE/COUNTY-  GA/FLOYD
 EE0567  USGS QUAD   -  SHANNON (1985)
 EE0567
 EE0567                         *CURRENT SURVEY CONTROL
 EE0567  ___________________________________________________________________
 EE0567* NAD 83(1986)-  34 20 51.     (N)    085 04 35.     (W)     SCALED    
 EE0567* NAVD 88     -       205.861  (meters)     675.40   (feet)  ADJUSTED  
 EE0567  ___________________________________________________________________
 EE0567  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 EE0567  DYNAMIC HT  -         205.650 (meters)     674.70  (feet)  COMP
 EE0567  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 EE0567
 EE0567  VERT ORDER  -  FIRST     CLASS I
 EE0567
 EE0567.The horizontal coordinates were scaled from a topographic map and have
 EE0567.an estimated accuracy of +/- 6 seconds.
 EE0567
 EE0567.The orthometric height was determined by differential leveling
 EE0567.and adjusted by the National Geodetic Survey in June 1991..
 EE0567
 EE0567.The geoid height was determined by GEOID03.
 EE0567
 EE0567.The dynamic height is computed by dividing the NAVD 88
 EE0567.geopotential number by the normal gravity value computed on the
 EE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0567.degrees latitude (g = 980.6199 gals.).
 EE0567
 EE0567.The modeled gravity was interpolated from observed gravity values.
 EE0567
 EE0567;                    North         East    Units  Estimated Accuracy
 EE0567;SPC GA W     -   482,420.      616,310.      MT  (+/- 180 meters Scaled)
 EE0567
 EE0567                          SUPERSEDED SURVEY CONTROL
 EE0567
 EE0567  NGVD 29 (??/??/92)  205.836  (m)          675.31   (f) ADJ UNCH    1 1
 EE0567
 EE0567.Superseded values are not recommended for survey control.
 EE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0567.See file dsdata.txt to determine how the superseded data were derived.
 EE0567
 EE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD769023(NAD 83)
 EE0567_MARKER: DB = BENCH MARK DISK
 EE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0567_STAMPING: A 293 1968
 EE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0567+STABILITY: SURFACE MOTION
 EE0567
 EE0567  HISTORY     - Date     Condition        Report By
 EE0567  HISTORY     - 1968     MONUMENTED       CGS
 EE0567
 EE0567                          STATION DESCRIPTION
 EE0567
 EE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0567'0.4 MI NE FROM SHANNON.
 EE0567'ABOUT 0.4 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0567'STATION AT SHANNON, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 71, 157
 EE0567'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A BLACKTOP ROAD,
 EE0567'112 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27.6 FEET NORTHWEST
 EE0567'OF THE NORTHWEST RAIL, 15 1/2 FEET NORTHEAST OF A TELEGRAPH POLE
 EE0567'AND IS IN LINE WITH THE POLES, 1.4 FEET SOUTHWEST OF A METAL
 EE0567'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 EE0567'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0259 ***********************************************************************
 EE0259  DESIGNATION -  A 294
 EE0259  PID         -  EE0259
 EE0259  STATE/COUNTY-  GA/WHITFIELD
 EE0259  USGS QUAD   -  CALHOUN NORTH (1982)
 EE0259
 EE0259                         *CURRENT SURVEY CONTROL
 EE0259  ___________________________________________________________________
 EE0259* NAD 83(1986)-  34 37 21.     (N)    084 59 37.     (W)     SCALED    
 EE0259* NAVD 88     -       229.289  (meters)     752.26   (feet)  ADJUSTED  
 EE0259  ___________________________________________________________________
 EE0259  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE0259  DYNAMIC HT  -         229.057 (meters)     751.50  (feet)  COMP
 EE0259  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 EE0259
 EE0259  VERT ORDER  -  FIRST     CLASS I
 EE0259
 EE0259.The horizontal coordinates were scaled from a topographic map and have
 EE0259.an estimated accuracy of +/- 6 seconds.
 EE0259
 EE0259.The orthometric height was determined by differential leveling
 EE0259.and adjusted by the National Geodetic Survey in June 1991..
 EE0259
 EE0259.The geoid height was determined by GEOID03.
 EE0259
 EE0259.The dynamic height is computed by dividing the NAVD 88
 EE0259.geopotential number by the normal gravity value computed on the
 EE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0259.degrees latitude (g = 980.6199 gals.).
 EE0259
 EE0259.The modeled gravity was interpolated from observed gravity values.
 EE0259
 EE0259;                    North         East    Units  Estimated Accuracy
 EE0259;SPC GA W     -   512,860.      624,170.      MT  (+/- 180 meters Scaled)
 EE0259
 EE0259                          SUPERSEDED SURVEY CONTROL
 EE0259
 EE0259  NGVD 29 (??/??/92)  229.273  (m)          752.21   (f) ADJ UNCH    1 1
 EE0259
 EE0259.Superseded values are not recommended for survey control.
 EE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0259.See file dsdata.txt to determine how the superseded data were derived.
 EE0259
 EE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD839330(NAD 83)
 EE0259_MARKER: DB = BENCH MARK DISK
 EE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0259_STAMPING: A 294 1968
 EE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0259+STABILITY: SURFACE MOTION
 EE0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0259+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 EE0259
 EE0259  HISTORY     - Date     Condition        Report By
 EE0259  HISTORY     - 1968     MONUMENTED       CGS
 EE0259  HISTORY     - 20050317 GOOD             TVA
 EE0259
 EE0259                          STATION DESCRIPTION
 EE0259
 EE0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0259'4.8 MI N FROM SUGAR VALLEY.
 EE0259'ABOUT 4.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 EE0259'OF STATE HIGHWAY 143 AT SUGAR VALLEY, ABOUT 0.4 MILE NORTH OF
 EE0259'MILEPOST 51, NEAR THE NORTH END OF A SHALLOW CUT ALONG THE
 EE0259'NORTH SIDE OF THE BLACKTOP ROAD THAT PARALLELS THE EAST SIDE OF
 EE0259'THE TRACK, ON THE NORTH SLOPE AND ABOUT 50 YARDS NORTH OF THE TOP
 EE0259'OF A SHORT HILL, 64.7 FEET EAST OF AND ACROSS THE ROAD FROM THE
 EE0259'EAST RAIL, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 EE0259'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT
 EE0259'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 EE0259'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 EE0259
 EE0259                          STATION RECOVERY (2005)
 EE0259
 EE0259'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 EE0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0328 ***********************************************************************
 EE0328  DESIGNATION -  A 295
 EE0328  PID         -  EE0328
 EE0328  STATE/COUNTY-  GA/WHITFIELD
 EE0328  USGS QUAD   -  COHUTTA (1982)
 EE0328
 EE0328                         *CURRENT SURVEY CONTROL
 EE0328  ___________________________________________________________________
 EE0328* NAD 83(1986)-  34 58 23.     (N)    084 56 53.     (W)     SCALED    
 EE0328* NAVD 88     -       251.032  (meters)     823.59   (feet)  ADJUSTED  
 EE0328  ___________________________________________________________________
 EE0328  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 EE0328  DYNAMIC HT  -         250.780 (meters)     822.77  (feet)  COMP
 EE0328  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 EE0328
 EE0328  VERT ORDER  -  FIRST     CLASS I
 EE0328
 EE0328.The horizontal coordinates were scaled from a topographic map and have
 EE0328.an estimated accuracy of +/- 6 seconds.
 EE0328
 EE0328.The orthometric height was determined by differential leveling
 EE0328.and adjusted by the National Geodetic Survey in June 1991..
 EE0328
 EE0328.The geoid height was determined by GEOID03.
 EE0328
 EE0328.The dynamic height is computed by dividing the NAVD 88
 EE0328.geopotential number by the normal gravity value computed on the
 EE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0328.degrees latitude (g = 980.6199 gals.).
 EE0328
 EE0328.The modeled gravity was interpolated from observed gravity values.
 EE0328
 EE0328;                    North         East    Units  Estimated Accuracy
 EE0328;SPC GA W     -   551,710.      628,650.      MT  (+/- 180 meters Scaled)
 EE0328
 EE0328                          SUPERSEDED SURVEY CONTROL
 EE0328
 EE0328  NGVD 29 (??/??/92)  251.020  (m)          823.55   (f) ADJ UNCH    1 1
 EE0328
 EE0328.Superseded values are not recommended for survey control.
 EE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0328.See file dsdata.txt to determine how the superseded data were derived.
 EE0328
 EE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD873719(NAD 83)
 EE0328_MARKER: DD = SURVEY DISK
 EE0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0328_SP_SET: FLOOR
 EE0328_STAMPING: A 295
 EE0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0328
 EE0328  HISTORY     - Date     Condition        Report By
 EE0328  HISTORY     - UNK      MONUMENTED       BLM
 EE0328  HISTORY     - 1968     GOOD             NGS
 EE0328
 EE0328                          STATION DESCRIPTION
 EE0328
 EE0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0328'1.3 MI N FROM COHUTTA.
 EE0328'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0328'AT COHUTTA, THENCE ABOUT 0.3 MILE EAST ALONG A DRIVE THROUGH
 EE0328'THE COHUTTA NATIONAL FISH HATCHERY - U.S. DEPARTMENT OF INTERIOR,
 EE0328'SET IN THE TOP OF THE CONCRETE FLOOR DIRECTLEY IN THE CENTER
 EE0328'OF THE WEST DOORWAY TO THE FISH HOLDING HOUSE (BUILDING 32)
 EE0328'AND 1 FOOT EAST OF THE WEST END OF THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0357 ***********************************************************************
 BT0357  DESIGNATION -  A 296
 BT0357  PID         -  BT0357
 BT0357  STATE/COUNTY-  GA/CALHOUN
 BT0357  USGS QUAD   -  ARLINGTON (1974)
 BT0357
 BT0357                         *CURRENT SURVEY CONTROL
 BT0357  ___________________________________________________________________
 BT0357* NAD 83(1986)-  31 23 09.     (N)    084 42 50.     (W)     SCALED    
 BT0357* NAVD 88     -        74.308  (meters)     243.79   (feet)  ADJUSTED  
 BT0357  ___________________________________________________________________
 BT0357  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BT0357  DYNAMIC HT  -          74.217 (meters)     243.49  (feet)  COMP
 BT0357  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 BT0357
 BT0357  VERT ORDER  -  FIRST     CLASS I
 BT0357
 BT0357.The horizontal coordinates were scaled from a topographic map and have
 BT0357.an estimated accuracy of +/- 6 seconds.
 BT0357
 BT0357.The orthometric height was determined by differential leveling
 BT0357.and adjusted by the National Geodetic Survey in June 1991..
 BT0357
 BT0357.The geoid height was determined by GEOID03.
 BT0357
 BT0357.The dynamic height is computed by dividing the NAVD 88
 BT0357.geopotential number by the normal gravity value computed on the
 BT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0357.degrees latitude (g = 980.6199 gals.).
 BT0357
 BT0357.The modeled gravity was interpolated from observed gravity values.
 BT0357
 BT0357;                    North         East    Units  Estimated Accuracy
 BT0357;SPC GA W     -   153,750.      647,950.      MT  (+/- 180 meters Scaled)
 BT0357
 BT0357                          SUPERSEDED SURVEY CONTROL
 BT0357
 BT0357  NGVD 29 (??/??/92)   74.38   (m)          244.0    (f) COMPUTED    1 1
 BT0357
 BT0357.Superseded values are not recommended for survey control.
 BT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0357.See file dsdata.txt to determine how the superseded data were derived.
 BT0357
 BT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV173746(NAD 83)
 BT0357_MARKER: DB = BENCH MARK DISK
 BT0357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BT0357_SP_SET: 4 FT
 BT0357_STAMPING: A 296 1973
 BT0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0357
 BT0357  HISTORY     - Date     Condition        Report By
 BT0357  HISTORY     - 1973     MONUMENTED       NGS
 BT0357
 BT0357                          STATION DESCRIPTION
 BT0357
 BT0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BT0357'4 MI S FROM ARLINGTON.
 BT0357'ABOUT 3.95 MILES SOUTH ALONG THE SEABOARD COAST LINE RAILROAD
 BT0357'FROM THE JUNCTION OF THE SEABOARD COAST LINE RAILROAD AND THE CENTRAL
 BT0357'OF GEORGIA RAILWAY AT ARLINGTON, AT A CROSSING OF THE RAILROAD AND
 BT0357'A DIRT ROAD AT ROWENA, 0.35 MILE NORTH OF MILEPOST 125, 22 1/2
 BT0357'FEET WEST OF THE WEST RAIL, 85 1/2 FEET NORTHWEST OF THE CENTER
 BT0357'OF THE CROSSING OF THE RAILROAD AND THE DIRT ROAD, 160 FEET NORTHWEST
 BT0357'OF THE ROWENA CITY LIMIT SIGN, 135 FEET WEST OF THE CENTER LINE OF
 BT0357'STATE HIGHWAY 216, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT
 BT0357'EAST OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 BT0357'COATED ROD THAT IS SET 4 FEET IN THE GROUND AND IS ENCASED IN A
 BT0357'6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0429 ***********************************************************************
 CK0429  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0429  DESIGNATION -  A 3
 CK0429  PID         -  CK0429
 CK0429  STATE/COUNTY-  GA/CHATHAM
 CK0429  USGS QUAD   -  PORT WENTWORTH (1993)
 CK0429
 CK0429                         *CURRENT SURVEY CONTROL
 CK0429  ___________________________________________________________________
 CK0429* NAD 83(1986)-  32 08 39.     (N)    081 08 47.     (W)     SCALED    
 CK0429* NAVD 88     -         4.248  (meters)      13.94   (feet)  ADJUSTED  
 CK0429  ___________________________________________________________________
 CK0429  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK0429  DYNAMIC HT  -           4.243 (meters)      13.92  (feet)  COMP
 CK0429  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CK0429
 CK0429  VERT ORDER  -  FIRST     CLASS II
 CK0429
 CK0429.The horizontal coordinates were scaled from a topographic map and have
 CK0429.an estimated accuracy of +/- 6 seconds.
 CK0429
 CK0429.The orthometric height was determined by differential leveling
 CK0429.and adjusted by the National Geodetic Survey in April 1998..
 CK0429
 CK0429.This Tidal Bench Mark is designated as VM 16682
 CK0429.by the Center for Operational Oceanographic Products and Services.
 CK0429
 CK0429.The geoid height was determined by GEOID03.
 CK0429
 CK0429.The dynamic height is computed by dividing the NAVD 88
 CK0429.geopotential number by the normal gravity value computed on the
 CK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0429.degrees latitude (g = 980.6199 gals.).
 CK0429
 CK0429.The modeled gravity was interpolated from observed gravity values.
 CK0429
 CK0429;                    North         East    Units  Estimated Accuracy
 CK0429;SPC GA E     -   238,160.      296,250.      MT  (+/- 180 meters Scaled)
 CK0429
 CK0429                          SUPERSEDED SURVEY CONTROL
 CK0429
 CK0429  NAVD 88 (06/15/91)    4.244  (m)           13.92   (f) UNKNOWN     1 2
 CK0429  NGVD 29 (03/21/89)    4.527  (m)           14.85   (f) ADJUSTED    1 2
 CK0429
 CK0429.Superseded values are not recommended for survey control.
 CK0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0429.See file dsdata.txt to determine how the superseded data were derived.
 CK0429
 CK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR861564(NAD 83)
 CK0429_MARKER: B = BOLT
 CK0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0429_SP_SET: BUILDING FOUNDATION
 CK0429_STAMPING: A 3 1943
 CK0429_MARK LOGO: NONE  
 CK0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0429+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 CK0429
 CK0429  HISTORY     - Date     Condition        Report By
 CK0429  HISTORY     - 1943     MONUMENTED       DOD
 CK0429  HISTORY     - 1955     GOOD             NGS
 CK0429  HISTORY     - 19941027 GOOD             NGS
 CK0429  HISTORY     - 19950112 GOOD             NGS
 CK0429
 CK0429                          STATION DESCRIPTION
 CK0429
 CK0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0429'0.8 MI SE FROM PORT WENTWORTH.
 CK0429'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE FIRST
 CK0429'BAPTIST CHURCH AT PORT WENTWORTH, THENCE ABOUT 0.65 MILE EAST
 CK0429'ALONG A PRIVATE ROAD LEADING TO SAVANNAH SUGAR REFINERY, AT THE
 CK0429'REFINERY, ABOUT 0.05 MILE EAST OF THE MAIN ENTRANCE GATE TO
 CK0429'REFINERY, THE TOP OF A 1-INCH HEXAGONAL BRASS BOLT IN THE TOP
 CK0429'OF THE PROJECTION OF CONCRETE FOUNDATION OF A 4-STORY BRICK
 CK0429'BUILDING, 0.2 FOOT NORTH OF NORTH FACE OF BUILDING, 4.8 FEET
 CK0429'EAST OF EAST SIDE OF A DOOR, 5.3 FEET WEST OF NORTHEAST CORNER
 CK0429'OF BUILDING AND ABOUT LEVEL WITH GROUND.
 CK0429
 CK0429                          STATION RECOVERY (1994)
 CK0429
 CK0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 CK0429'RECOVERED BASICALLY AS DESCRIBED, ADDING THAT MARK IS AT A SLIGHT
 CK0429'INSET IN THE BRICK WALL AND 2.3 FEET (0.7 M) EAST OF EAST SIDE OF AN
 CK0429'OVERHEAD DOOR.  FOR ACCESS CONTACT PLANT SECURITY AT THE MAIN GATE OR
 CK0429'CALL ENGINEERING AT 912-964-1361.
 CK0429
 CK0429                          STATION RECOVERY (1995)
 CK0429
 CK0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 CK0429'RECOVERED ESSENTIALLY AS DESCRIBED WITH ASSISTANCE OF SAVANNAH SUGAR
 CK0429'REFINERY ENGINEERING STAFF (912-964-1361) , AT NE CORNER OF 4-STORY
 CK0429'BRICK BUILDING, AT SLIGHT INSET OF BRICK WALL, 2.3 FT (0.7 M) EAST OF
 CK0429'EAST SIDE OF OVERHEAD DOOR, 4.9 FT (1.5 M) WEST OF NE BLDG CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0428 ***********************************************************************
 CK0428  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0428  DESIGNATION -  A 3 A
 CK0428  PID         -  CK0428
 CK0428  STATE/COUNTY-  GA/CHATHAM
 CK0428  USGS QUAD   -  PORT WENTWORTH (1993)
 CK0428
 CK0428                         *CURRENT SURVEY CONTROL
 CK0428  ___________________________________________________________________
 CK0428* NAD 83(1986)-  32 08 36.     (N)    081 08 36.     (W)     SCALED    
 CK0428* NAVD 88     -         3.523  (meters)      11.56   (feet)  ADJUSTED  
 CK0428  ___________________________________________________________________
 CK0428  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 CK0428  DYNAMIC HT  -           3.519 (meters)      11.55  (feet)  COMP
 CK0428  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CK0428
 CK0428  VERT ORDER  -  FIRST     CLASS II
 CK0428
 CK0428.The horizontal coordinates were scaled from a topographic map and have
 CK0428.an estimated accuracy of +/- 6 seconds.
 CK0428
 CK0428.The orthometric height was determined by differential leveling
 CK0428.and adjusted by the National Geodetic Survey in April 1998..
 CK0428
 CK0428.This Tidal Bench Mark is designated as VM 16683
 CK0428.by the Center for Operational Oceanographic Products and Services.
 CK0428
 CK0428.The geoid height was determined by GEOID03.
 CK0428
 CK0428.The dynamic height is computed by dividing the NAVD 88
 CK0428.geopotential number by the normal gravity value computed on the
 CK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0428.degrees latitude (g = 980.6199 gals.).
 CK0428
 CK0428.The modeled gravity was interpolated from observed gravity values.
 CK0428
 CK0428;                    North         East    Units  Estimated Accuracy
 CK0428;SPC GA E     -   238,070.      296,540.      MT  (+/- 180 meters Scaled)
 CK0428
 CK0428                          SUPERSEDED SURVEY CONTROL
 CK0428
 CK0428  NAVD 88 (06/15/91)    3.629  (m)           11.91   (f) UNKNOWN     1 2
 CK0428  NGVD 29 (03/21/89)    3.913  (m)           12.84   (f) ADJUSTED    1 2
 CK0428
 CK0428.Superseded values are not recommended for survey control.
 CK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0428.See file dsdata.txt to determine how the superseded data were derived.
 CK0428
 CK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR864563(NAD 83)
 CK0428_MARKER: DD = SURVEY DISK
 CK0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0428_SP_SET: BUILDING WALL
 CK0428_STAMPING: A 3 A 1943
 CK0428_MARK LOGO: USE   
 CK0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0428+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1994
 CK0428
 CK0428  HISTORY     - Date     Condition        Report By
 CK0428  HISTORY     - 1943     MONUMENTED       DOD
 CK0428  HISTORY     - 1955     GOOD             NGS
 CK0428  HISTORY     - 19941027 GOOD             NGS
 CK0428  HISTORY     - 19950112 GOOD             NGS
 CK0428
 CK0428                          STATION DESCRIPTION
 CK0428
 CK0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0428'1 MI SE FROM PORT WENTWORTH.
 CK0428'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE FIRST BAPTIST
 CK0428'CHURCH AT POST WENTWORTH, THENCE ABOUT 0.65 MILE EAST ALONG A
 CK0428'PRIVATE ROAD TO THE ENTRANCE GATE TO SAVANNAH SUGAR REFINERY,
 CK0428'THENCE ABOUT 0.15 MILE EAST AND SOUTH ALONG STREETS THRU REFINERY
 CK0428'NEAR SOUTHEAST CORNER OF PLANT, ABOUT 80 YARDS WEST OF LOADING
 CK0428'DOCK ON SAVANNAH RIVER, SET VERTICALLY IN THE EAST FACE OF
 CK0428'CONCRETE FOUNDATION OF A 20-FOOT HIGH TIN BUILDING HOUSING BAG
 CK0428'STATION, 1/2 FOOT NORTH OF SOUTHEAST CORNER OF FOUNDATION AND
 CK0428'ABOUT LEVEL WITH A CONCRETE RAMP WHICH PARALLELS THE SOUTH SIDE
 CK0428'OF BUILDING AND LEADS TO LOADING DOCK.
 CK0428
 CK0428                          STATION RECOVERY (1994)
 CK0428
 CK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 CK0428'RECOVERED AS DESCRIBED WITH ASSISTANCE OF PLANT ENGINEERING STAFF,
 CK0428'PHONE 912-964-1361.  ACCESS HAS TO BE ARRANGED WITH SECURITY AT MAIN
 CK0428'GATE.
 CK0428
 CK0428                          STATION RECOVERY (1995)
 CK0428
 CK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 CK0428'RECOVERED AS DESCRIBED WITH ASSISTANCE OF SAVANNAH SUGAR REFINERY
 CK0428'ENGINEERING STAFF, 912-964-1361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0308 ***********************************************************************
 CL0308  DESIGNATION -  A 301
 CL0308  PID         -  CL0308
 CL0308  STATE/COUNTY-  GA/LAURENS
 CL0308  USGS QUAD   -  DUBLIN (1985)
 CL0308
 CL0308                         *CURRENT SURVEY CONTROL
 CL0308  ___________________________________________________________________
 CL0308* NAD 83(1986)-  32 32 47.     (N)    082 58 44.     (W)     SCALED    
 CL0308* NAVD 88     -        75.193  (meters)     246.70   (feet)  ADJUSTED  
 CL0308  ___________________________________________________________________
 CL0308  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CL0308  DYNAMIC HT  -          75.107 (meters)     246.41  (feet)  COMP
 CL0308  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CL0308
 CL0308  VERT ORDER  -  FIRST     CLASS II
 CL0308
 CL0308.The horizontal coordinates were scaled from a topographic map and have
 CL0308.an estimated accuracy of +/- 6 seconds.
 CL0308
 CL0308.The orthometric height was determined by differential leveling
 CL0308.and adjusted by the National Geodetic Survey in June 1991..
 CL0308
 CL0308.The geoid height was determined by GEOID03.
 CL0308
 CL0308.The dynamic height is computed by dividing the NAVD 88
 CL0308.geopotential number by the normal gravity value computed on the
 CL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0308.degrees latitude (g = 980.6199 gals.).
 CL0308
 CL0308.The modeled gravity was interpolated from observed gravity values.
 CL0308
 CL0308;                    North         East    Units  Estimated Accuracy
 CL0308;SPC GA E     -   282,590.      123,720.      MT  (+/- 180 meters Scaled)
 CL0308
 CL0308                          SUPERSEDED SURVEY CONTROL
 CL0308
 CL0308  NGVD 29 (??/??/92)   75.358  (m)          247.24   (f) ADJ UNCH    1 2
 CL0308
 CL0308.Superseded values are not recommended for survey control.
 CL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0308.See file dsdata.txt to determine how the superseded data were derived.
 CL0308
 CL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS141027(NAD 83)
 CL0308_MARKER: DB = BENCH MARK DISK
 CL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0308_STAMPING: A 301 1962
 CL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0308+STABILITY: SURFACE MOTION
 CL0308
 CL0308  HISTORY     - Date     Condition        Report By
 CL0308  HISTORY     - 1962     MONUMENTED       CGS
 CL0308  HISTORY     - 1976     GOOD             NGS
 CL0308
 CL0308                          STATION DESCRIPTION
 CL0308
 CL0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0308'4.5 MI SW FROM DUBLIN.
 CL0308'ABOUT 4.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL
 CL0308'AT DUBLIN, THENCE 0.3 MILE SOUTH ALONG A GRADED ROAD, NEAR THE
 CL0308'JUNCTION OF A FARM ROAD LEADING NORTHWEST, 30 FEET NORTHWEST OF
 CL0308'THE CENTER LINE OF THE ROAD, 146 FEET SOUTHWEST OF AND ACROSS THE
 CL0308'FARM ROAD FROM THE WEST CORNER OF A 35 FOOT WOODEN BRIDGE OVER
 CL0308'FORD BRANCH, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM
 CL0308'ROAD, 1 FOOT SOUTHEAST OF A FENCE LINE, 1.2 FEET SOUTHWEST OF A
 CL0308'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROADS, SET IN THE TOP OF
 CL0308'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0308
 CL0308                          STATION RECOVERY (1976)
 CL0308
 CL0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CL0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0361 ***********************************************************************
 CL0361  DESIGNATION -  A 302
 CL0361  PID         -  CL0361
 CL0361  STATE/COUNTY-  GA/LAURENS
 CL0361  USGS QUAD   -  EAST DUBLIN (1985)
 CL0361
 CL0361                         *CURRENT SURVEY CONTROL
 CL0361  ___________________________________________________________________
 CL0361* NAD 83(1986)-  32 35 14.     (N)    082 45 01.     (W)     SCALED    
 CL0361* NAVD 88     -        87.689  (meters)     287.69   (feet)  ADJUSTED  
 CL0361  ___________________________________________________________________
 CL0361  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CL0361  DYNAMIC HT  -          87.590 (meters)     287.37  (feet)  COMP
 CL0361  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CL0361
 CL0361  VERT ORDER  -  FIRST     CLASS II
 CL0361
 CL0361.The horizontal coordinates were scaled from a topographic map and have
 CL0361.an estimated accuracy of +/- 6 seconds.
 CL0361
 CL0361.The orthometric height was determined by differential leveling
 CL0361.and adjusted by the National Geodetic Survey in June 1991..
 CL0361
 CL0361.The geoid height was determined by GEOID03.
 CL0361
 CL0361.The dynamic height is computed by dividing the NAVD 88
 CL0361.geopotential number by the normal gravity value computed on the
 CL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0361.degrees latitude (g = 980.6199 gals.).
 CL0361
 CL0361.The modeled gravity was interpolated from observed gravity values.
 CL0361
 CL0361;                    North         East    Units  Estimated Accuracy
 CL0361;SPC GA E     -   286,980.      145,210.      MT  (+/- 180 meters Scaled)
 CL0361
 CL0361                          SUPERSEDED SURVEY CONTROL
 CL0361
 CL0361  NGVD 29 (??/??/92)   87.877  (m)          288.31   (f) ADJ UNCH    1 2
 CL0361
 CL0361.Superseded values are not recommended for survey control.
 CL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0361.See file dsdata.txt to determine how the superseded data were derived.
 CL0361
 CL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS357068(NAD 83)
 CL0361_MARKER: DB = BENCH MARK DISK
 CL0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0361_SP_SET: CULVERT
 CL0361_STAMPING: A 302 1962
 CL0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL0361+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 CL0361
 CL0361  HISTORY     - Date     Condition        Report By
 CL0361  HISTORY     - 1962     MONUMENTED       CGS
 CL0361  HISTORY     - 1977     GOOD             NGS
 CL0361  HISTORY     - 20040229 GOOD             METRIC
 CL0361
 CL0361                          STATION DESCRIPTION
 CL0361
 CL0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0361'2.9 MI E FROM BREWTON.
 CL0361'ABOUT 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 CL0361'OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON, THENCE 2.0
 CL0361'MILES EAST ALONG A GRADED ROAD, THENCE 0.3 MILE EAST ALONG THE
 CL0361'ABANDONED RAILROAD BED AND A TELEPHONE LINE, 0.1 MILE WEST OF A
 CL0361'GRADED ROAD CROSSING, SET ON THE TOP OF THE WEST END OF THE SOUTH
 CL0361'CONCRETE HEAD WALL OF A 4 FOOT BOX CULVERT UNDER THE OLD RAILROAD
 CL0361'BED, (THE RAILROAD FILL IS NOW USED AS A SPILLWAY FOR A PRIVATE
 CL0361'LAKE), 25 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD BED, 30
 CL0361'FEET EAST OF TELEPHONE POLE 70, ABOUT 15 FEET BELOW THE LEVEL OF THE
 CL0361'BED.
 CL0361
 CL0361                          STATION RECOVERY (1977)
 CL0361
 CL0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0361'RECOVERED IN GOOD CONDITION.
 CL0361
 CL0361                          STATION RECOVERY (2004)
 CL0361
 CL0361'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0089 ***********************************************************************
 CL0089  DESIGNATION -  A 303
 CL0089  PID         -  CL0089
 CL0089  STATE/COUNTY-  GA/EMANUEL
 CL0089  USGS QUAD   -  NUNEZ (1985)
 CL0089
 CL0089                         *CURRENT SURVEY CONTROL
 CL0089  ___________________________________________________________________
 CL0089* NAD 83(1986)-  32 28 34.     (N)    082 18 48.     (W)     SCALED    
 CL0089* NAVD 88     -        67.604  (meters)     221.80   (feet)  ADJUSTED  
 CL0089  ___________________________________________________________________
 CL0089  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CL0089  DYNAMIC HT  -          67.527 (meters)     221.54  (feet)  COMP
 CL0089  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CL0089
 CL0089  VERT ORDER  -  FIRST     CLASS II
 CL0089
 CL0089.The horizontal coordinates were scaled from a topographic map and have
 CL0089.an estimated accuracy of +/- 6 seconds.
 CL0089
 CL0089.The orthometric height was determined by differential leveling
 CL0089.and adjusted by the National Geodetic Survey in June 1991..
 CL0089
 CL0089.The geoid height was determined by GEOID03.
 CL0089
 CL0089.The dynamic height is computed by dividing the NAVD 88
 CL0089.geopotential number by the normal gravity value computed on the
 CL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0089.degrees latitude (g = 980.6199 gals.).
 CL0089
 CL0089.The modeled gravity was interpolated from observed gravity values.
 CL0089
 CL0089;                    North         East    Units  Estimated Accuracy
 CL0089;SPC GA E     -   274,520.      186,210.      MT  (+/- 180 meters Scaled)
 CL0089
 CL0089                          SUPERSEDED SURVEY CONTROL
 CL0089
 CL0089  NGVD 29 (??/??/92)   67.815  (m)          222.49   (f) ADJ UNCH    1 2
 CL0089
 CL0089.Superseded values are not recommended for survey control.
 CL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0089.See file dsdata.txt to determine how the superseded data were derived.
 CL0089
 CL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR765939(NAD 83)
 CL0089_MARKER: DB = BENCH MARK DISK
 CL0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0089_STAMPING: A 303 1962
 CL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0089+STABILITY: SURFACE MOTION
 CL0089
 CL0089  HISTORY     - Date     Condition        Report By
 CL0089  HISTORY     - 1962     MONUMENTED       CGS
 CL0089
 CL0089                          STATION DESCRIPTION
 CL0089
 CL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0089'1.2 MI E FROM WESLEY.
 CL0089'ABOUT 1.2 MILES EAST ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 CL0089'THE GEORGIA AND FLORIDA RAILROAD AT WESLEY, ABOUT 1.1 MILE
 CL0089'NORTHWEST OF THE POST OFFICE AT LEXSY, 0.7 MILE NORTHWEST OF THE
 CL0089'LEXSY GRADE SCHOOL, NEAR THE JUNCTION OF A DRIVE LEADING SOUTHWEST
 CL0089'TO A FARM HOUSE, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CL0089'20 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 17 FEET
 CL0089'SOUTHWEST OF TELEPHONE POLE NO. 16, 52 1/2 FEET NORTH OF THE NORTH
 CL0089'CORNER OF THE FARM HOUSE, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 1.1
 CL0089'FEET NORTHWEST OF A STEEL WITNESS POST, 5 FEET ABOVE THE LEVEL OF
 CL0089'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CL0089'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0136 ***********************************************************************
 CL0136  DESIGNATION -  A 304
 CL0136  PID         -  CL0136
 CL0136  STATE/COUNTY-  GA/CANDLER
 CL0136  USGS QUAD   -  METTER (1985)
 CL0136
 CL0136                         *CURRENT SURVEY CONTROL
 CL0136  ___________________________________________________________________
 CL0136* NAD 83(1986)-  32 23 48.     (N)    082 03 41.     (W)     SCALED    
 CL0136* NAVD 88     -        68.258  (meters)     223.94   (feet)  ADJUSTED  
 CL0136  ___________________________________________________________________
 CL0136  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL0136  DYNAMIC HT  -          68.180 (meters)     223.69  (feet)  COMP
 CL0136  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CL0136
 CL0136  VERT ORDER  -  FIRST     CLASS II
 CL0136
 CL0136.The horizontal coordinates were scaled from a topographic map and have
 CL0136.an estimated accuracy of +/- 6 seconds.
 CL0136
 CL0136.The orthometric height was determined by differential leveling
 CL0136.and adjusted by the National Geodetic Survey in June 1991..
 CL0136
 CL0136.The geoid height was determined by GEOID03.
 CL0136
 CL0136.The dynamic height is computed by dividing the NAVD 88
 CL0136.geopotential number by the normal gravity value computed on the
 CL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0136.degrees latitude (g = 980.6199 gals.).
 CL0136
 CL0136.The modeled gravity was interpolated from observed gravity values.
 CL0136
 CL0136;                    North         East    Units  Estimated Accuracy
 CL0136;SPC GA E     -   265,700.      209,900.      MT  (+/- 180 meters Scaled)
 CL0136
 CL0136                          SUPERSEDED SURVEY CONTROL
 CL0136
 CL0136  NGVD 29 (??/??/92)   68.476  (m)          224.66   (f) ADJ UNCH    1 2
 CL0136
 CL0136.Superseded values are not recommended for survey control.
 CL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0136.See file dsdata.txt to determine how the superseded data were derived.
 CL0136
 CL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR001849(NAD 83)
 CL0136_MARKER: DB = BENCH MARK DISK
 CL0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0136_SP_SET: BUILDING
 CL0136_STAMPING: A 304 1962
 CL0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0136
 CL0136  HISTORY     - Date     Condition        Report By
 CL0136  HISTORY     - 1962     MONUMENTED       CGS
 CL0136
 CL0136                          STATION DESCRIPTION
 CL0136
 CL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0136'AT METTER.
 CL0136'AT METTER, ALONG ROUNTREE STREET, ABOUT 125 YARDS SOUTH OF THE
 CL0136'INTERSECTON OF SOUTH BROAD STREET, SET VERTICALLY IN THE SOUTH BRICK
 CL0136'FACE OF THE PINELAND TELEPHONE COOP. INC BLDG, 38 FEET WEST OF THE
 CL0136'WEST CURB OF ROUNTREE STREET, 2.2 FEET WEST OF THE SOUTHEAST CORNER
 CL0136'OF THE BUILDING AND 2.0 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0334 ***********************************************************************
 DF0334  DESIGNATION -  A 305
 DF0334  PID         -  DF0334
 DF0334  STATE/COUNTY-  GA/WARREN
 DF0334  USGS QUAD   -  WARRENTON (1987)
 DF0334
 DF0334                         *CURRENT SURVEY CONTROL
 DF0334  ___________________________________________________________________
 DF0334* NAD 83(1986)-  33 26 34.     (N)    082 38 58.     (W)     SCALED    
 DF0334* NAVD 88     -       176.114  (meters)     577.80   (feet)  ADJUSTED  
 DF0334  ___________________________________________________________________
 DF0334  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF0334  DYNAMIC HT  -         175.928 (meters)     577.19  (feet)  COMP
 DF0334  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 DF0334
 DF0334  VERT ORDER  -  FIRST     CLASS II
 DF0334
 DF0334.The horizontal coordinates were scaled from a topographic map and have
 DF0334.an estimated accuracy of +/- 6 seconds.
 DF0334
 DF0334.The orthometric height was determined by differential leveling
 DF0334.and adjusted by the National Geodetic Survey in June 1991..
 DF0334
 DF0334.The geoid height was determined by GEOID03.
 DF0334
 DF0334.The dynamic height is computed by dividing the NAVD 88
 DF0334.geopotential number by the normal gravity value computed on the
 DF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0334.degrees latitude (g = 980.6199 gals.).
 DF0334
 DF0334.The modeled gravity was interpolated from observed gravity values.
 DF0334
 DF0334;                    North         East    Units  Estimated Accuracy
 DF0334;SPC GA E     -   381,810.      155,110.      MT  (+/- 180 meters Scaled)
 DF0334
 DF0334                          SUPERSEDED SURVEY CONTROL
 DF0334
 DF0334  NGVD 29 (??/??/92)  176.301  (m)          578.41   (f) ADJ UNCH    1 2
 DF0334
 DF0334.Superseded values are not recommended for survey control.
 DF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0334.See file dsdata.txt to determine how the superseded data were derived.
 DF0334
 DF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT466015(NAD 83)
 DF0334_MARKER: DB = BENCH MARK DISK
 DF0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF0334_SP_SET: 40 FT
 DF0334_STAMPING: A 305 1962
 DF0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0334
 DF0334  HISTORY     - Date     Condition        Report By
 DF0334  HISTORY     - 1962     MONUMENTED       CGS
 DF0334  HISTORY     - 1976     GOOD             NGS
 DF0334
 DF0334                          STATION DESCRIPTION
 DF0334
 DF0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0334'0.7 MI S FROM CAMAK.
 DF0334'ABOUT 0.7 MILE SOUTH ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0334'AT CAMAK, 0.3 MILE NORTH OF MILEPOST M 1, 0.25 MILE SOUTH OF
 DF0334'THE OVERHEAD CROSSING OF A BLACK TOP ROAD, NEAR A POINT WHERE
 DF0334'STATE HIGHWAY 80 LEAVES THE TRACK TO THE NORTH-NORTHEAST, 93 FEET
 DF0334'EAST OF AND ACROSS THE HIGHWAY FROM THE EAST RAIL OF THE MAIN
 DF0334'TRACK, 34 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 80,
 DF0334'90 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 36 FEET
 DF0334'WEST OF THE NORTHWEST CORNER OF A WOODEN FRAME AROUND A WELL,
 DF0334'4 FEET NORTH OF A POWER LINE POLE, 1.4 FEET SOUTH OF A STEEL
 DF0334'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A DISK ON
 DF0334'THE TOP OF A COPPER-COATED STEEL ROD PROJECTING 1 INCH ABOVE THE
 DF0334'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS
 DF0334'4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 DF0334'A DEPTH OF 40 FEET.
 DF0334
 DF0334                          STATION RECOVERY (1976)
 DF0334
 DF0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0218 ***********************************************************************
 DF0218  DESIGNATION -  A 306
 DF0218  PID         -  DF0218
 DF0218  STATE/COUNTY-  GA/RICHMOND
 DF0218  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0218
 DF0218                         *CURRENT SURVEY CONTROL
 DF0218  ___________________________________________________________________
 DF0218* NAD 83(1986)-  33 26 27.     (N)    082 06 17.     (W)     SCALED    
 DF0218* NAVD 88     -        91.755  (meters)     301.03   (feet)  ADJUSTED  
 DF0218  ___________________________________________________________________
 DF0218  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DF0218  DYNAMIC HT  -          91.657 (meters)     300.71  (feet)  COMP
 DF0218  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DF0218
 DF0218  VERT ORDER  -  FIRST     CLASS II
 DF0218
 DF0218.The horizontal coordinates were scaled from a topographic map and have
 DF0218.an estimated accuracy of +/- 6 seconds.
 DF0218
 DF0218.The orthometric height was determined by differential leveling
 DF0218.and adjusted by the National Geodetic Survey in June 1991..
 DF0218
 DF0218.The geoid height was determined by GEOID03.
 DF0218
 DF0218.The dynamic height is computed by dividing the NAVD 88
 DF0218.geopotential number by the normal gravity value computed on the
 DF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0218.degrees latitude (g = 980.6199 gals.).
 DF0218
 DF0218.The modeled gravity was interpolated from observed gravity values.
 DF0218
 DF0218;                    North         East    Units  Estimated Accuracy
 DF0218;SPC GA E     -   381,490.      205,760.      MT  (+/- 180 meters Scaled)
 DF0218
 DF0218                          SUPERSEDED SURVEY CONTROL
 DF0218
 DF0218  NGVD 29 (??/??/92)   91.990  (m)          301.80   (f) ADJ UNCH    1 2
 DF0218
 DF0218.Superseded values are not recommended for survey control.
 DF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0218.See file dsdata.txt to determine how the superseded data were derived.
 DF0218
 DF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT973007(NAD 83)
 DF0218_MARKER: DB = BENCH MARK DISK
 DF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0218_STAMPING: A 306 1962
 DF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0218+STABILITY: SURFACE MOTION
 DF0218
 DF0218  HISTORY     - Date     Condition        Report By
 DF0218  HISTORY     - 1962     MONUMENTED       CGS
 DF0218  HISTORY     - 1979     GOOD             NGS
 DF0218
 DF0218                          STATION DESCRIPTION
 DF0218
 DF0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0218'6.2 MI E FROM GROVETOWN.
 DF0218'ABOUT 6.15 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0218'AT GROVETOWN, NEAR MILEPOST 9, 0.7 MILE EAST OF GATE 1 OF THE
 DF0218'FORT GORDON RESERVATION, NEAR THE JUNCTION OF A GRADED ROAD
 DF0218'LEADING SOUTH AND U.S. HIGHWAY 78, 209 FEET SOUTH AND ACROSS
 DF0218'THE HIGHWAY FROM THE SOUTH RAIL OF THE MAIN TRACK, 200 FEET
 DF0218'SOUTHEAST OF THE MILEPOST, 66 FEET SOUTH OF THE CENTER LINE OF
 DF0218'THE SOUTH LANE OF THE HIGHWAY, 211 FEET EAST OF THE CENTER LINE
 DF0218'OF THE GRADED ROAD LEADING SOUTH, 6 FEET SOUTHEAST OF POWER
 DF0218'LINE POLE NO. 143, 1.5 FEET WEST OF A STEEL WITNESS POST, 2
 DF0218'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 DF0218'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 DF0218
 DF0218                          STATION RECOVERY (1979)
 DF0218
 DF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0201 ***********************************************************************
 CL0201  DESIGNATION -  A 308
 CL0201  PID         -  CL0201
 CL0201  STATE/COUNTY-  GA/TATTNALL
 CL0201  USGS QUAD   -  COLLINS (1970)
 CL0201
 CL0201                         *CURRENT SURVEY CONTROL
 CL0201  ___________________________________________________________________
 CL0201* NAD 83(1986)-  32 12 45.     (N)    082 07 26.     (W)     SCALED    
 CL0201* NAVD 88     -        72.769  (meters)     238.74   (feet)  ADJUSTED  
 CL0201  ___________________________________________________________________
 CL0201  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL0201  DYNAMIC HT  -          72.685 (meters)     238.47  (feet)  COMP
 CL0201  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 CL0201
 CL0201  VERT ORDER  -  SECOND    CLASS 0
 CL0201
 CL0201.The horizontal coordinates were scaled from a topographic map and have
 CL0201.an estimated accuracy of +/- 6 seconds.
 CL0201
 CL0201.The orthometric height was determined by differential leveling
 CL0201.and adjusted by the National Geodetic Survey in June 1991..
 CL0201
 CL0201.The geoid height was determined by GEOID03.
 CL0201
 CL0201.The dynamic height is computed by dividing the NAVD 88
 CL0201.geopotential number by the normal gravity value computed on the
 CL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0201.degrees latitude (g = 980.6199 gals.).
 CL0201
 CL0201.The modeled gravity was interpolated from observed gravity values.
 CL0201
 CL0201;                    North         East    Units  Estimated Accuracy
 CL0201;SPC GA E     -   245,280.      204,030.      MT  (+/- 180 meters Scaled)
 CL0201
 CL0201                          SUPERSEDED SURVEY CONTROL
 CL0201
 CL0201  NGVD 29 (??/??/92)   72.972  (m)          239.41   (f) ADJ UNCH    2 0
 CL0201
 CL0201.Superseded values are not recommended for survey control.
 CL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0201.See file dsdata.txt to determine how the superseded data were derived.
 CL0201
 CL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR940645(NAD 83)
 CL0201_MARKER: DB = BENCH MARK DISK
 CL0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0201_STAMPING: A 308 1962
 CL0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0201+STABILITY: SURFACE MOTION
 CL0201
 CL0201  HISTORY     - Date     Condition        Report By
 CL0201  HISTORY     - 1962     MONUMENTED       CGS
 CL0201
 CL0201                          STATION DESCRIPTION
 CL0201
 CL0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0201'2.7 MI N FROM COLLINS.
 CL0201'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 292 FROM ITS INTERSECTION
 CL0201'WITH STATE HIGHWAY 23 AT COLLINS, THENCE 2.3 MILES NORTH ALONG
 CL0201'A GRADED ROAD, ABOUT 0.55 MILE NORTH OF A GRADED ROAD
 CL0201'INTERSECTION, ABOUT 30 YARDS SOUTHEAST AND ACROSS THE ROAD FROM
 CL0201'THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 27 FEET EAST OF THE
 CL0201'CENTER LINE OF THE ROAD, 94 FEET NORTHEAST OF THE CENTER LINE OF
 CL0201'THE JUNCTION OF THE ROAD AND A DRIVE LEADING WEST TO A FRAME
 CL0201'HOUSE WITH RED BRICK SIDING, 2 FEET WEST OF A FENCE LINE, ABOUT
 CL0201'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0201'5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0161 ***********************************************************************
 CL0161  DESIGNATION -  A 309
 CL0161  PID         -  CL0161
 CL0161  STATE/COUNTY-  GA/TATTNALL
 CL0161  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL0161
 CL0161                         *CURRENT SURVEY CONTROL
 CL0161  ___________________________________________________________________
 CL0161* NAD 83(1986)-  32 05 47.     (N)    082 07 16.     (W)     SCALED    
 CL0161* NAVD 88     -        44.710  (meters)     146.69   (feet)  ADJUSTED  
 CL0161  ___________________________________________________________________
 CL0161  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL0161  DYNAMIC HT  -          44.658 (meters)     146.52  (feet)  COMP
 CL0161  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CL0161
 CL0161  VERT ORDER  -  SECOND    CLASS 0
 CL0161
 CL0161.The horizontal coordinates were scaled from a topographic map and have
 CL0161.an estimated accuracy of +/- 6 seconds.
 CL0161
 CL0161.The orthometric height was determined by differential leveling
 CL0161.and adjusted by the National Geodetic Survey in June 1991..
 CL0161
 CL0161.The geoid height was determined by GEOID03.
 CL0161
 CL0161.The dynamic height is computed by dividing the NAVD 88
 CL0161.geopotential number by the normal gravity value computed on the
 CL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0161.degrees latitude (g = 980.6199 gals.).
 CL0161
 CL0161.The modeled gravity was interpolated from observed gravity values.
 CL0161
 CL0161;                    North         East    Units  Estimated Accuracy
 CL0161;SPC GA E     -   232,410.      204,300.      MT  (+/- 180 meters Scaled)
 CL0161
 CL0161                          SUPERSEDED SURVEY CONTROL
 CL0161
 CL0161  NGVD 29 (??/??/92)   44.928  (m)          147.40   (f) ADJ UNCH    2 0
 CL0161
 CL0161.Superseded values are not recommended for survey control.
 CL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0161.See file dsdata.txt to determine how the superseded data were derived.
 CL0161
 CL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR942516(NAD 83)
 CL0161_MARKER: DB = BENCH MARK DISK
 CL0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0161_SP_SET: CULVERT
 CL0161_STAMPING: A 309 1962
 CL0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0161
 CL0161  HISTORY     - Date     Condition        Report By
 CL0161  HISTORY     - 1962     MONUMENTED       CGS
 CL0161
 CL0161                          STATION DESCRIPTION
 CL0161
 CL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0161'0.7 MI N FROM REIDSVILLE.
 CL0161'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 CL0161'REIDSVILLE, NEAR THE EAST END OF A LARGE LAKE WEST OF THE HIGHWAY,
 CL0161'18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE NORTH
 CL0161'END OF THE WEST CONCRETE HEAD WALL OF AN 8-FOOT BOX CULVERT UNDER
 CL0161'THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL, AND
 CL0161'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1512 ***********************************************************************
 BT1512  DESIGNATION -  A 310 RESET 1981
 BT1512  PID         -  BT1512
 BT1512  STATE/COUNTY-  GA/LEE
 BT1512  USGS QUAD   -  SASSER (1988)
 BT1512
 BT1512                         *CURRENT SURVEY CONTROL
 BT1512  ___________________________________________________________________
 BT1512* NAD 83(1986)-  31 39 17.     (N)    084 16 08.     (W)     SCALED    
 BT1512* NAVD 88     -        71.89   (meters)     235.9    (feet)  RESET     
 BT1512  ___________________________________________________________________
 BT1512  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BT1512
 BT1512  VERT ORDER  -  THIRD
 BT1512
 BT1512.The horizontal coordinates were scaled from a topographic map and have
 BT1512.an estimated accuracy of +/- 6 seconds.
 BT1512
 BT1512.The orthometric height was computed from unverified reset data.
 BT1512
 BT1512.The geoid height was determined by GEOID03.
 BT1512
 BT1512;                    North         East    Units  Estimated Accuracy
 BT1512;SPC GA W     -   183,440.      690,310.      MT  (+/- 180 meters Scaled)
 BT1512
 BT1512                          SUPERSEDED SURVEY CONTROL
 BT1512
 BT1512.No superseded survey control is available for this station.
 BT1512
 BT1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA589054(NAD 83)
 BT1512_MARKER: DB = BENCH MARK DISK
 BT1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1512_STAMPING: A 310 RESET 1981
 BT1512_PROJECTION: FLUSH
 BT1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1512+STABILITY: SURFACE MOTION
 BT1512
 BT1512  HISTORY     - Date     Condition        Report By
 BT1512  HISTORY     - 1981     MONUMENTED       NGS
 BT1512
 BT1512                          STATION DESCRIPTION
 BT1512
 BT1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1512'6.9 MI SE FROM SASSER.
 BT1512'0.08 KM (0.05 MILES) SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE
 BT1512'IN SASSER, THENCE 10.9 KM (6.8 MILES) SOUTHEAST ALONG U.S. HIGHWAY
 BT1512'82, 0.32 KM (0.2 MILES) SOUTHEAST OF THE SOUTHEAST ENTRANCE TO A
 BT1512'LARGE TRAILOR PARK ON THE NORTHEAST SIDE OF THE HIGHWAY AT THE
 BT1512'JUNCTION OF A OVERGROWN TRACK ROAD LEADING SOUTHWEST, 16.0 METERS
 BT1512'(52.5 FEET) FROM THE CENTERLINE OF THE HIGHWAY, 4.54 METERS (14.8
 BT1512'FEET) WEST OF A LARGE MANHOLE COVER IN THE TRACK ROAD, 3.0 METERS
 BT1512'(9.8 FEET) NORTHWEST OF THE TRACK ROAD TO A PINE WOODS.
 BT1512'THE MARK IS 1.3 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0114 ***********************************************************************
 BT0114  DESIGNATION -  A 314
 BT0114  PID         -  BT0114
 BT0114  STATE/COUNTY-  GA/DOUGHERTY
 BT0114  USGS QUAD   -  ALBANY EAST (1988)
 BT0114
 BT0114                         *CURRENT SURVEY CONTROL
 BT0114  ___________________________________________________________________
 BT0114* NAD 83(1986)-  31 33 41.     (N)    084 05 17.     (W)     SCALED    
 BT0114* NAVD 88     -        57.950  (meters)     190.12   (feet)  ADJUSTED  
 BT0114  ___________________________________________________________________
 BT0114  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT0114  DYNAMIC HT  -          57.880 (meters)     189.89  (feet)  COMP
 BT0114  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BT0114
 BT0114  VERT ORDER  -  FIRST     CLASS I
 BT0114
 BT0114.The horizontal coordinates were scaled from a topographic map and have
 BT0114.an estimated accuracy of +/- 6 seconds.
 BT0114
 BT0114.The orthometric height was determined by differential leveling
 BT0114.and adjusted by the National Geodetic Survey in June 1991..
 BT0114
 BT0114.The geoid height was determined by GEOID03.
 BT0114
 BT0114.The dynamic height is computed by dividing the NAVD 88
 BT0114.geopotential number by the normal gravity value computed on the
 BT0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0114.degrees latitude (g = 980.6199 gals.).
 BT0114
 BT0114.The modeled gravity was interpolated from observed gravity values.
 BT0114
 BT0114;                    North         East    Units  Estimated Accuracy
 BT0114;SPC GA W     -   173,090.      707,460.      MT  (+/- 180 meters Scaled)
 BT0114
 BT0114                          SUPERSEDED SURVEY CONTROL
 BT0114
 BT0114.No superseded survey control is available for this station.
 BT0114
 BT0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV764954(NAD 83)
 BT0114_MARKER: DB = BENCH MARK DISK
 BT0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BT0114_SP_SET: 26 FT
 BT0114_STAMPING: A 314 1974
 BT0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0114
 BT0114  HISTORY     - Date     Condition        Report By
 BT0114  HISTORY     - 1974     MONUMENTED       NGS
 BT0114  HISTORY     - 1975     GOOD             NGS
 BT0114  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BT0114  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BT0114
 BT0114                          STATION DESCRIPTION
 BT0114
 BT0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0114'4.2 MI SE FROM ALBANY.
 BT0114'4.2 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT0114'THE STATION AT ALBANY.  0.4 MILES EAST OF THE CROSSING OF STATE
 BT0114'HIGHWAY 257.  201.0 FEET SOUTHEAST OF MILE POST 695, 198.0 FEET
 BT0114'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 47.8 FEET SOUTH OF THE
 BT0114'SOUTH RAIL OF A SPUR TRACK OF THE GEORGIA NORTHERN RAILROAD, 1.0
 BT0114'FEET NORTH OF AN EAST-WEST FENCE OF THE U.S. MARINE CORPS
 BT0114'RESERVATION, 2.0 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW
 BT0114'THE LEVEL OF THE SPUR TRACK, ON A COPPER COATED STEEL ROD
 BT0114'PROJECTING 2 INCHES, PROTECTED BY A 6 INCH ORANGEBURG PIPE
 BT0114'PROJECTING 4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 BT0114'26.0 FEET.
 BT0114
 BT0114                          STATION RECOVERY (1975)
 BT0114
 BT0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BT0114'4.2 MILES SOUTHEAST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BT0114'STATION AT ALBANY, 0.4 MILE EAST OF CROSSING OF STATE HIGHWAY 257, 203
 BT0114'FEET SOUTH-SOUTHEAST OF MILE POST 695, 198 FEET SOUTH OF SOUTH RAIL,
 BT0114'48 FEET SOUTH OF SOUTH RAIL OF SPUR TRICK, 1 FOOT NORTH OF EAST-WEST
 BT0114'FENCE OF U.S. MARINE CORPS RESERVATION, 2 FEET EAST OF METAL WITNESS
 BT0114'POST WITH SIGN, 3 FEET BELOW THE LEVEL OF TRACK OF SPUR TRACK, A DISK
 BT0114'ON A COPPER COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A
 BT0114'6-INCH ORANGEBURG PIPE PROJECTING 4 INCHES, THE ROD WAS DRIVEN TO
 BT0114'REFUSAL AT A DEPTH OF 26 FEET.
 BT0114
 BT0114                          STATION RECOVERY (1989)
 BT0114
 BT0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0114'MARK NOT FOUND.
 BT0114
 BT0114                          STATION RECOVERY (1990)
 BT0114
 BT0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1177 ***********************************************************************
 BS1177  DESIGNATION -  A 315
 BS1177  PID         -  BS1177
 BS1177  STATE/COUNTY-  GA/TIFT
 BS1177  USGS QUAD   -  TIFTON WEST (1988)
 BS1177
 BS1177                         *CURRENT SURVEY CONTROL
 BS1177  ___________________________________________________________________
 BS1177* NAD 83(1986)-  31 26 56.     (N)    083 32 49.     (W)     SCALED    
 BS1177* NAVD 88     -        89.263  (meters)     292.86   (feet)  ADJUSTED  
 BS1177  ___________________________________________________________________
 BS1177  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BS1177  DYNAMIC HT  -          89.156 (meters)     292.51  (feet)  COMP
 BS1177  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BS1177
 BS1177  VERT ORDER  -  FIRST     CLASS I
 BS1177
 BS1177.The horizontal coordinates were scaled from a topographic map and have
 BS1177.an estimated accuracy of +/- 6 seconds.
 BS1177
 BS1177.The orthometric height was determined by differential leveling
 BS1177.and adjusted by the National Geodetic Survey in June 1991..
 BS1177
 BS1177.The geoid height was determined by GEOID03.
 BS1177
 BS1177.The dynamic height is computed by dividing the NAVD 88
 BS1177.geopotential number by the normal gravity value computed on the
 BS1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1177.degrees latitude (g = 980.6199 gals.).
 BS1177
 BS1177.The modeled gravity was interpolated from observed gravity values.
 BS1177
 BS1177;                    North         East    Units  Estimated Accuracy
 BS1177;SPC GA W     -   160,780.      758,900.      MT  (+/- 180 meters Scaled)
 BS1177
 BS1177                          SUPERSEDED SURVEY CONTROL
 BS1177
 BS1177  NGVD 29 (??/??/92)   89.461  (m)          293.51   (f) ADJ UNCH    1 1
 BS1177
 BS1177.Superseded values are not recommended for survey control.
 BS1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1177.See file dsdata.txt to determine how the superseded data were derived.
 BS1177
 BS1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ579821(NAD 83)
 BS1177_MARKER: DB = BENCH MARK DISK
 BS1177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1177_STAMPING: A 315 1974
 BS1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1177
 BS1177  HISTORY     - Date     Condition        Report By
 BS1177  HISTORY     - 1974     MONUMENTED       NGS
 BS1177
 BS1177                          STATION DESCRIPTION
 BS1177
 BS1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1177'2.2 MI W FROM TIFTON.
 BS1177'2.25 MILES WEST ALONG THE ATLANTA COAST LINE RAILROAD FROM THE
 BS1177'UNION STATION AT TIFTON, TO THE CROSSING OF A BLACK TOP ROAD,
 BS1177'169 FEET SOUTH OF THE SOUTH RAIL, 59 FEET NORTH OF A DIRT ROAD
 BS1177'LEADING SOUTHEAST, 51 FEET EAST OF THE CENTER LINE OF THE BLACK
 BS1177'TOP ROAD, 2-FEET SOUTH OF A POWER LINE POLE, 1-FOOT NORTH OF A
 BS1177'METAL WITNESS POST WITH SIGN, ON TOP OF A 4-FOOT COPPER COATED
 BS1177'STEEL ROD FLUSH WITH THE GROUND AND PROTECTION BY 6-INCH
 BS1177'ORANGEBURG PIPE PROJECTING 4-INCHES AND ABOUT 5-FEET BELOW THE
 BS1177'LEVEL OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1158 ***********************************************************************
 BS1158  DESIGNATION -  A 316
 BS1158  PID         -  BS1158
 BS1158  STATE/COUNTY-  GA/BERRIEN
 BS1158  USGS QUAD   -  ALAPAHA (1977)
 BS1158
 BS1158                         *CURRENT SURVEY CONTROL
 BS1158  ___________________________________________________________________
 BS1158* NAD 83(1986)-  31 23 04.     (N)    083 10 42.     (W)     SCALED    
 BS1158* NAVD 88     -        76.667  (meters)     251.53   (feet)  ADJUSTED  
 BS1158  ___________________________________________________________________
 BS1158  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BS1158  DYNAMIC HT  -          76.575 (meters)     251.23  (feet)  COMP
 BS1158  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 BS1158
 BS1158  VERT ORDER  -  FIRST     CLASS I
 BS1158
 BS1158.The horizontal coordinates were scaled from a topographic map and have
 BS1158.an estimated accuracy of +/- 6 seconds.
 BS1158
 BS1158.The orthometric height was determined by differential leveling
 BS1158.and adjusted by the National Geodetic Survey in June 1991..
 BS1158
 BS1158.The geoid height was determined by GEOID03.
 BS1158
 BS1158.The dynamic height is computed by dividing the NAVD 88
 BS1158.geopotential number by the normal gravity value computed on the
 BS1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1158.degrees latitude (g = 980.6199 gals.).
 BS1158
 BS1158.The modeled gravity was interpolated from observed gravity values.
 BS1158
 BS1158;                    North         East    Units  Estimated Accuracy
 BS1158;SPC GA W     -   153,890.      794,000.      MT  (+/- 180 meters Scaled)
 BS1158
 BS1158                          SUPERSEDED SURVEY CONTROL
 BS1158
 BS1158  NGVD 29 (??/??/92)   76.879  (m)          252.23   (f) ADJ UNCH    1 1
 BS1158
 BS1158.Superseded values are not recommended for survey control.
 BS1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1158.See file dsdata.txt to determine how the superseded data were derived.
 BS1158
 BS1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ928742(NAD 83)
 BS1158_MARKER: DB = BENCH MARK DISK
 BS1158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1158_SP_SET: 4 FEET
 BS1158_STAMPING: A 316 1974
 BS1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1158
 BS1158  HISTORY     - Date     Condition        Report By
 BS1158  HISTORY     - 1974     MONUMENTED       NGS
 BS1158
 BS1158                          STATION DESCRIPTION
 BS1158
 BS1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1158'3 MI SE FROM ALAPAHA.
 BS1158'0.25 MILE NORTH ALONG STATE HIGHWAY 11 AND U.S. HIGHWAY 129 FROM
 BS1158'THE POST OFFICE AT ALAPAHA, TO THE JUNCTION OF U.S. HIGHWAY 82,
 BS1158'THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 TO THE JUNCTION
 BS1158'OF A FIELD ROAD LEADING NORTH, 99.0 FEET NORTH OF CENTER LINE OF
 BS1158'U.S. HIGHWAY 82, 9.0 FEET WEST OF THE CENTER OF A GATE FOR THE
 BS1158'FIELD ROAD, 1.0 FEET SOUTH OF A WIRE FENCE, 1-FOOT SOUTHEAST OF A
 BS1158'METAL WITNESS POST WITH SIGN, SET ON TOP OF A 4-FOOT COPPER
 BS1158'COATED STEEL ROD 4-FEET IN THE GROUND AND FLUSH WITH THE GROUND,
 BS1158'PROTECTED BY 6-INCH ORANGEBURG PIPE PROJECTING 2 INCHES AND ABOUT
 BS1158'LEVEL WITH THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0017 ***********************************************************************
 BS0017  DESIGNATION -  A 317
 BS0017  PID         -  BS0017
 BS0017  STATE/COUNTY-  GA/WARE
 BS0017  USGS QUAD   -  FORT MUDGE (1994)
 BS0017
 BS0017                         *CURRENT SURVEY CONTROL
 BS0017  ___________________________________________________________________
 BS0017* NAD 83(1986)-  31 06 12.     (N)    082 14 06.     (W)     SCALED    
 BS0017* NAVD 88     -        44.278  (meters)     145.27   (feet)  ADJUSTED  
 BS0017  ___________________________________________________________________
 BS0017  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BS0017  DYNAMIC HT  -          44.223 (meters)     145.09  (feet)  COMP
 BS0017  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 BS0017  OBS GRAVITY -     979,409.4   (mgal)                       GRAV_OBS
 BS0017
 BS0017  VERT ORDER  -  FIRST     CLASS I
 BS0017
 BS0017.The horizontal coordinates were scaled from a topographic map and have
 BS0017.an estimated accuracy of +/- 6 seconds.
 BS0017
 BS0017.The orthometric height was determined by differential leveling
 BS0017.and adjusted by the National Geodetic Survey in June 1991..
 BS0017
 BS0017.The geoid height was determined by GEOID03.
 BS0017
 BS0017.The dynamic height is computed by dividing the NAVD 88
 BS0017.geopotential number by the normal gravity value computed on the
 BS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0017.degrees latitude (g = 980.6199 gals.).
 BS0017
 BS0017.The modeled gravity was interpolated from observed gravity values.
 BS0017.The observed gravity was obtained from relative gravimeter ties
 BS0017.to the IGSN71 gravity network.
 BS0017
 BS0017;                    North         East    Units  Estimated Accuracy
 BS0017;SPC GA E     -   122,310.      193,480.      MT  (+/- 180 meters Scaled)
 BS0017
 BS0017                          SUPERSEDED SURVEY CONTROL
 BS0017
 BS0017  NGVD 29 (??/??/92)   44.553  (m)          146.17   (f) ADJ UNCH    1 1
 BS0017
 BS0017.Superseded values are not recommended for survey control.
 BS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0017.See file dsdata.txt to determine how the superseded data were derived.
 BS0017
 BS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ822417(NAD 83)
 BS0017_MARKER: DB = BENCH MARK DISK
 BS0017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0017_SP_SET: 80 FEET
 BS0017_STAMPING: A 317 1974
 BS0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0017
 BS0017  HISTORY     - Date     Condition        Report By
 BS0017  HISTORY     - 1974     MONUMENTED       NGS
 BS0017  HISTORY     - 1975     GOOD             NGS
 BS0017  HISTORY     - 20050725 GOOD             JCLS
 BS0017
 BS0017                          STATION DESCRIPTION
 BS0017
 BS0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS0017'9.4 MI NW FROM RACEPOND.
 BS0017'9.45 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0017'FROM THE STATION AT RACEPOND, ABOUT 10.65 MILES SOUTHEAST OF THE
 BS0017'STATION AT WAYCROSS, 28 1/2 FEET NORTHEAST OF NORTHEAST RAIL
 BS0017'OF MAIN TRACK, 13.8 FEET NORTHEAST OF NORTHEAST RAIL OF SIDE TRACK,
 BS0017'221 FEET SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 1, 78 FEET SOUTHWEST
 BS0017'OF TELEPHONE POLE, 2 1/2 FEET NORTH-NORTHWEST OF MILE POST NA 598,
 BS0017'2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, ABOUT 1/2
 BS0017'FOOT BELOW LEVEL OF TRACK AND IS A DISK ON A COPPER COATED STEEL
 BS0017'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6-INCH ORANGEBURG
 BS0017'PIPE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 BS0017'OF 80-FEET.
 BS0017
 BS0017                          STATION RECOVERY (2005)
 BS0017
 BS0017'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 BS0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1132 ***********************************************************************
 BS1132  DESIGNATION -  A 317 X
 BS1132  PID         -  BS1132
 BS1132  STATE/COUNTY-  GA/BERRIEN
 BS1132  USGS QUAD   -  HASTINGS FISH POND (1977)
 BS1132
 BS1132                         *CURRENT SURVEY CONTROL
 BS1132  ___________________________________________________________________
 BS1132* NAD 83(1986)-  31 14 37.     (N)    083 04 34.     (W)     SCALED    
 BS1132* NAVD 88     -        70.072  (meters)     229.89   (feet)  ADJUSTED  
 BS1132  ___________________________________________________________________
 BS1132  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1132  DYNAMIC HT  -          69.987 (meters)     229.62  (feet)  COMP
 BS1132  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 BS1132
 BS1132  VERT ORDER  -  FIRST     CLASS I
 BS1132
 BS1132.The horizontal coordinates were scaled from a topographic map and have
 BS1132.an estimated accuracy of +/- 6 seconds.
 BS1132
 BS1132.The orthometric height was determined by differential leveling
 BS1132.and adjusted by the National Geodetic Survey in June 1991..
 BS1132
 BS1132.The geoid height was determined by GEOID03.
 BS1132
 BS1132.The dynamic height is computed by dividing the NAVD 88
 BS1132.geopotential number by the normal gravity value computed on the
 BS1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1132.degrees latitude (g = 980.6199 gals.).
 BS1132
 BS1132.The modeled gravity was interpolated from observed gravity values.
 BS1132
 BS1132;                    North         East    Units  Estimated Accuracy
 BS1132;SPC GA W     -   138,370.      803,880.      MT  (+/- 180 meters Scaled)
 BS1132
 BS1132                          SUPERSEDED SURVEY CONTROL
 BS1132
 BS1132.No superseded survey control is available for this station.
 BS1132
 BS1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ022584(NAD 83)
 BS1132_MARKER: DB = BENCH MARK DISK
 BS1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1132_SP_SET: CULVERT
 BS1132_STAMPING: A 317 X 1975
 BS1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1132
 BS1132  HISTORY     - Date     Condition        Report By
 BS1132  HISTORY     - 1975     MONUMENTED       NGS
 BS1132
 BS1132                          STATION DESCRIPTION
 BS1132
 BS1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS1132'7.1 MI SW FROM WILLACOOCHEE.
 BS1132'7.1 MILES SOUTHWEST ALONG STATE HIGHWAY 135 FROM THE POST OFFICE
 BS1132'AT WILLACOOCHEE, 0.45 MILE NORTH OF JUNCTION OF STATE HIGHWAY 76,
 BS1132'20 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, SET IN TOP OF THE
 BS1132'NORTHEAST END OF THE EAST CONCRETE HEADWALL OF A 36 INCH CONCRETE
 BS1132'PIPE CULVERT UNDER THE HIGHWAY AND ABOUT 1/2 FOOT BELOW THE LEVEL
 BS1132'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0050 ***********************************************************************
 BS0050  DESIGNATION -  A 318
 BS0050  PID         -  BS0050
 BS0050  STATE/COUNTY-  GA/WARE
 BS0050  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0050
 BS0050                         *CURRENT SURVEY CONTROL
 BS0050  ___________________________________________________________________
 BS0050* NAD 83(1986)-  31 13 03.     (N)    082 22 13.     (W)     SCALED    
 BS0050* NAVD 88     -        42.737  (meters)     140.21   (feet)  ADJUSTED  
 BS0050  ___________________________________________________________________
 BS0050  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BS0050  DYNAMIC HT  -          42.684 (meters)     140.04  (feet)  COMP
 BS0050  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 BS0050
 BS0050  VERT ORDER  -  FIRST     CLASS I
 BS0050
 BS0050.The horizontal coordinates were scaled from a topographic map and have
 BS0050.an estimated accuracy of +/- 6 seconds.
 BS0050
 BS0050.The orthometric height was determined by differential leveling
 BS0050.and adjusted by the National Geodetic Survey in June 1991..
 BS0050
 BS0050.The geoid height was determined by GEOID03.
 BS0050
 BS0050.The dynamic height is computed by dividing the NAVD 88
 BS0050.geopotential number by the normal gravity value computed on the
 BS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0050.degrees latitude (g = 980.6199 gals.).
 BS0050
 BS0050.The modeled gravity was interpolated from observed gravity values.
 BS0050
 BS0050;                    North         East    Units  Estimated Accuracy
 BS0050;SPC GA E     -   134,980.      180,600.      MT  (+/- 180 meters Scaled)
 BS0050
 BS0050                          SUPERSEDED SURVEY CONTROL
 BS0050
 BS0050  NGVD 29 (??/??/92)   43.007  (m)          141.10   (f) ADJ UNCH    1 1
 BS0050
 BS0050.Superseded values are not recommended for survey control.
 BS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0050.See file dsdata.txt to determine how the superseded data were derived.
 BS0050
 BS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ694545(NAD 83)
 BS0050_MARKER: DB = BENCH MARK DISK
 BS0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0050_SP_SET: 56 FEET
 BS0050_STAMPING: A 318 1974
 BS0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0050
 BS0050  HISTORY     - Date     Condition        Report By
 BS0050  HISTORY     - 1974     MONUMENTED       NGS
 BS0050
 BS0050                          STATION DESCRIPTION
 BS0050
 BS0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS0050'1.2 MI W FROM WAYCROSS.
 BS0050'1.2 MILES WEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BS0050'STATION AT WAYCROSS.  ABOUT 358 YARDS EAST OF MILE POST 589, AT
 BS0050'THE CROSSING OF L STREET.  181.5 FEET EAST OF THE CENTERLINE OF
 BS0050'L STREET, 128.0 FEET NORTHWEST OF THE CENTERLINE OF BOB STREET AND
 BS0050'BRUNSWICK AVENUE, 24.0 FEET NORTH OF THE NORTH RAIL OF THE
 BS0050'MAIN TRACK, 1.9 FEET WEST OF THE 2ND TELEPHONE EAST OF THE
 BS0050'CROSSING OF L STREET, 1.0 FEET EAST OF A METAL WITNESS POST.  SET
 BS0050'ON TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED
 BS0050'BY A 4 INCH STEEL PIPE PROJECTING 4 INCHES, ABOUT 1.5 FEET BELOW
 BS0050'THE LEVEL OF THE TRACK.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 BS0050'OF 56.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0781 ***********************************************************************
 BC0781  DESIGNATION -  A 319
 BC0781  PID         -  BC0781
 BC0781  STATE/COUNTY-  GA/CHARLTON
 BC0781  USGS QUAD   -  BOULOGNE (1992)
 BC0781
 BC0781                         *CURRENT SURVEY CONTROL
 BC0781  ___________________________________________________________________
 BC0781* NAD 83(1986)-  30 50 58.     (N)    081 55 39.     (W)     SCALED    
 BC0781* NAVD 88     -         4.615  (meters)      15.14   (feet)  ADJUSTED  
 BC0781  ___________________________________________________________________
 BC0781  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BC0781  DYNAMIC HT  -           4.609 (meters)      15.12  (feet)  COMP
 BC0781  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 BC0781
 BC0781  VERT ORDER  -  FIRST     CLASS I
 BC0781
 BC0781.The horizontal coordinates were scaled from a topographic map and have
 BC0781.an estimated accuracy of +/- 6 seconds.
 BC0781
 BC0781.The orthometric height was determined by differential leveling
 BC0781.and adjusted by the National Geodetic Survey in June 1991..
 BC0781
 BC0781.The geoid height was determined by GEOID03.
 BC0781
 BC0781.The dynamic height is computed by dividing the NAVD 88
 BC0781.geopotential number by the normal gravity value computed on the
 BC0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0781.degrees latitude (g = 980.6199 gals.).
 BC0781
 BC0781.The modeled gravity was interpolated from observed gravity values.
 BC0781
 BC0781;                    North         East    Units  Estimated Accuracy
 BC0781;SPC GA E     -    94,180.      222,880.      MT  (+/- 180 meters Scaled)
 BC0781
 BC0781                          SUPERSEDED SURVEY CONTROL
 BC0781
 BC0781.No superseded survey control is available for this station.
 BC0781
 BC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ113132(NAD 83)
 BC0781_MARKER: DB = BENCH MARK DISK
 BC0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0781_SP_SET: CULVERT
 BC0781_STAMPING: A 319 1974
 BC0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0781
 BC0781  HISTORY     - Date     Condition        Report By
 BC0781  HISTORY     - 1974     MONUMENTED       NGS
 BC0781  HISTORY     - 1975     GOOD             NGS
 BC0781  HISTORY     - 20031024 MARK NOT FOUND   GADT
 BC0781
 BC0781                          STATION DESCRIPTION
 BC0781
 BC0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0781'4.8 MI SE FROM FOLKSTON.
 BC0781'4.85 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE
 BC0781'AT FOLKSTON.  SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTH
 BC0781'CONCRETE HEADWALL OF A 24 INCH PIPE CULVERT UNDER THE HIGHWAY.
 BC0781'20.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 40 AND
 BC0781'ABOUT LEVEL WITH THE HIGHWAY.
 BC0781
 BC0781                          STATION RECOVERY (2003)
 BC0781
 BC0781'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0781'THE BENCHMARK WAS RECOVERED IN GOOD CONDITION ON SEPTEMBER 16, 2003
 BC0781'AND THEN WAS NOTED AS BEING DESTROYED BY ROAD CONSTRUCTION ON OCTOBER
 BC0781'24, 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1133 ***********************************************************************
 BS1133  DESIGNATION -  A 320
 BS1133  PID         -  BS1133
 BS1133  STATE/COUNTY-  GA/BERRIEN
 BS1133  USGS QUAD   -  HASTINGS FISH POND (1977)
 BS1133
 BS1133                         *CURRENT SURVEY CONTROL
 BS1133  ___________________________________________________________________
 BS1133* NAD 83(1986)-  31 14 17.     (N)    083 04 41.     (W)     SCALED    
 BS1133* NAVD 88     -        64.649  (meters)     212.10   (feet)  ADJUSTED  
 BS1133  ___________________________________________________________________
 BS1133  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS1133  DYNAMIC HT  -          64.571 (meters)     211.85  (feet)  COMP
 BS1133  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 BS1133
 BS1133  VERT ORDER  -  FIRST     CLASS I
 BS1133
 BS1133.The horizontal coordinates were scaled from a topographic map and have
 BS1133.an estimated accuracy of +/- 6 seconds.
 BS1133
 BS1133.The orthometric height was determined by differential leveling
 BS1133.and adjusted by the National Geodetic Survey in June 1991..
 BS1133
 BS1133.The geoid height was determined by GEOID03.
 BS1133
 BS1133.The dynamic height is computed by dividing the NAVD 88
 BS1133.geopotential number by the normal gravity value computed on the
 BS1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1133.degrees latitude (g = 980.6199 gals.).
 BS1133
 BS1133.The modeled gravity was interpolated from observed gravity values.
 BS1133
 BS1133;                    North         East    Units  Estimated Accuracy
 BS1133;SPC GA W     -   137,750.      803,700.      MT  (+/- 180 meters Scaled)
 BS1133
 BS1133                          SUPERSEDED SURVEY CONTROL
 BS1133
 BS1133.No superseded survey control is available for this station.
 BS1133
 BS1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ020578(NAD 83)
 BS1133_MARKER: DB = BENCH MARK DISK
 BS1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1133_SP_SET: CULVERT
 BS1133_STAMPING: A 320 1975
 BS1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1133
 BS1133  HISTORY     - Date     Condition        Report By
 BS1133  HISTORY     - 1975     MONUMENTED       NGS
 BS1133
 BS1133                          STATION DESCRIPTION
 BS1133
 BS1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS1133'7.5 MI FROM WILLACOOCHEE.
 BS1133'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 135 FROM THE POST OFFICE
 BS1133'AT WILLACOOCHEE, 0.05 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 BS1133'76, SET IN TOP OF THE SOUTH END OF THE SOUTHWEST HEADWALL OF A
 BS1133'30 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 18.9 FEET WEST OF
 BS1133'CENTER LINE OF HIGHWAY AND 0.5 FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1737 ***********************************************************************
 BD1737  DESIGNATION -  A 322
 BD1737  PID         -  BD1737
 BD1737  STATE/COUNTY-  GA/BROOKS
 BD1737  USGS QUAD   -  PEBBLE HILL (1987)
 BD1737
 BD1737                         *CURRENT SURVEY CONTROL
 BD1737  ___________________________________________________________________
 BD1737* NAD 83(1986)-  30 59 22.     (N)    083 32 21.     (W)     SCALED    
 BD1737* NAVD 88     -        76.496  (meters)     250.97   (feet)  ADJUSTED  
 BD1737  ___________________________________________________________________
 BD1737  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BD1737  DYNAMIC HT  -          76.400 (meters)     250.66  (feet)  COMP
 BD1737  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BD1737
 BD1737  VERT ORDER  -  FIRST     CLASS I
 BD1737
 BD1737.The horizontal coordinates were scaled from a topographic map and have
 BD1737.an estimated accuracy of +/- 6 seconds.
 BD1737
 BD1737.The orthometric height was determined by differential leveling
 BD1737.and adjusted by the National Geodetic Survey in June 1991..
 BD1737
 BD1737.The geoid height was determined by GEOID03.
 BD1737
 BD1737.The dynamic height is computed by dividing the NAVD 88
 BD1737.geopotential number by the normal gravity value computed on the
 BD1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1737.degrees latitude (g = 980.6199 gals.).
 BD1737
 BD1737.The modeled gravity was interpolated from observed gravity values.
 BD1737
 BD1737;                    North         East    Units  Estimated Accuracy
 BD1737;SPC GA W     -   109,850.      759,930.      MT  (+/- 180 meters Scaled)
 BD1737
 BD1737                          SUPERSEDED SURVEY CONTROL
 BD1737
 BD1737.No superseded survey control is available for this station.
 BD1737
 BD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ575312(NAD 83)
 BD1737_MARKER: DB = BENCH MARK DISK
 BD1737_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BD1737+WITH SETTING: INTO GROUND
 BD1737_STAMPING: A 322 1975
 BD1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1737+STABILITY: SURFACE MOTION
 BD1737
 BD1737  HISTORY     - Date     Condition        Report By
 BD1737  HISTORY     - 1975     MONUMENTED       NGS
 BD1737
 BD1737                          STATION DESCRIPTION
 BD1737
 BD1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1737'4 MI NW FROM MORVEN.
 BD1737'3.95 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 BD1737'OF STATE HIGHWAY 76 AT MORVEN, 260 FEET WEST-SOUTHWEST OF A
 BD1737'HOUSE, 140 FEET NORTHWEST OF THE CENTER OF A GATE AT THE ENTRANCE
 BD1737'TO A FIELD, 63 1/2 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 4.6
 BD1737'FEET SOUTHEAST OF A POWER LINE POLE, 1 FOOT NORTHEAST OF A FENCE,
 BD1737'1 FOOT NORTHWEST OF A METAL WITNESS POST WITH SIGN, ABOUT LEVEL
 BD1737'WITH THE HIGHWAY, ON TOP OF A 4-FOOT LONG COPPER COATED STEEL
 BD1737'ROD PROJECTING 4 INCHES AND PROTECTED BY A 6-INCH PLASTIC PIPE
 BD1737'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0675 ***********************************************************************
 CK0675  DESIGNATION -  A 323
 CK0675  PID         -  CK0675
 CK0675  STATE/COUNTY-  GA/CHATHAM
 CK0675  USGS QUAD   -  FORT PULASKI (1978)
 CK0675
 CK0675                         *CURRENT SURVEY CONTROL
 CK0675  ___________________________________________________________________
 CK0675* NAD 83(1994)-  32 02 03.44920(N)    080 57 38.06106(W)     ADJUSTED  
 CK0675* NAVD 88     -         4.982  (meters)      16.35   (feet)  ADJUSTED  
 CK0675  ___________________________________________________________________
 CK0675  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CK0675  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 CK0675  DYNAMIC HT  -           4.976 (meters)      16.33  (feet)  COMP
 CK0675  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CK0675
 CK0675  HORZ ORDER  -  SECOND
 CK0675  VERT ORDER  -  FIRST     CLASS I
 CK0675
 CK0675.The horizontal coordinates were established by classical geodetic methods
 CK0675.and adjusted by the National Geodetic Survey in September 1997..
 CK0675.No horizontal observational check was made to the station.
 CK0675
 CK0675.The orthometric height was determined by differential leveling
 CK0675.and adjusted by the National Geodetic Survey in June 1991..
 CK0675
 CK0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0675
 CK0675.The geoid height was determined by GEOID03.
 CK0675
 CK0675.The dynamic height is computed by dividing the NAVD 88
 CK0675.geopotential number by the normal gravity value computed on the
 CK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0675.degrees latitude (g = 980.6199 gals.).
 CK0675
 CK0675.The modeled gravity was interpolated from observed gravity values.
 CK0675
 CK0675;                    North         East     Units Scale Factor Converg.
 CK0675;SPC GA E     -   226,155.001   313,917.504   MT  1.00005999   +0 38 23.3
 CK0675;SPC GA E     -   741,976.87  1,029,911.01   sFT  1.00005999   +0 38 23.3
 CK0675;SPC SC       -    22,289.603   613,324.971   MT  1.00019642   +0 01 18.7
 CK0675;SPC SC       -    73,128.62  2,012,221.03   iFT  1.00019642   +0 01 18.7
 CK0675;UTM  17      - 3,544,237.331   503,722.750   MT  0.99960017   +0 01 15.3
 CK0675
 CK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0675!SPC GA E     -   1.00000415  x   1.00005999  =   1.00006414
 CK0675!SPC SC       -   1.00000415  x   1.00019642  =   1.00020057
 CK0675!UTM  17      -   1.00000415  x   0.99960017  =   0.99960431
 CK0675
 CK0675                          SUPERSEDED SURVEY CONTROL
 CK0675
 CK0675  NAD 83(1986)-  32 02 03.46444(N)    080 57 38.08037(W) AD(       ) 2
 CK0675  NGVD 29 (09/01/92)    5.264  (m)           17.27   (f) ADJUSTED    1 1
 CK0675
 CK0675.Superseded values are not recommended for survey control.
 CK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0675.See file dsdata.txt to determine how the superseded data were derived.
 CK0675
 CK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0372344237(NAD 83)
 CK0675_MARKER: DV = VERTICAL CONTROL DISK
 CK0675_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CK0675_SP_SET: CURB
 CK0675_STAMPING: A 323 1974
 CK0675_MARK LOGO: NGS   
 CK0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0675+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 CK0675
 CK0675  HISTORY     - Date     Condition        Report By
 CK0675  HISTORY     - 1974     MONUMENTED       NGS
 CK0675  HISTORY     - 1983     GOOD             GADT
 CK0675  HISTORY     - 19870828 GOOD             USPSQD
 CK0675  HISTORY     - 19910221 GOOD             NGS
 CK0675  HISTORY     - 20031002 GOOD             GADT
 CK0675  HISTORY     - 20040503 GOOD             GEOCAC
 CK0675  HISTORY     - 20051205 GOOD             GADT
 CK0675
 CK0675                          STATION DESCRIPTION
 CK0675
 CK0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK0675'1.5 MI NE FROM WILMINGTON ISLAND.
 CK0675'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 367 FROM THE WILMINGTON
 CK0675'ISLAND BAPTIST CHURCH AT WILMINGTON ISLAND, THENCE 0.1 MILE EAST ALONG
 CK0675'U. S. HIGHWAY 80, SET IN THE NORTHWEST END OF THE BRIDGE SEAT OF THE
 CK0675'SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE OVER THE TYBEE RIVER, 0.5
 CK0675'FOOT SOUTHEAST OF THE SOUTHEAST FACE OF A CONCRETE GUARDRAIL, 11.5
 CK0675'FEET NORTHWEST OF WEST CORNER OF BRIDGE, 16.3 FEET NORTHWEST OF CENTER
 CK0675'LINE OF HIGHWAY 80 AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY. NOTE-- THE
 CK0675'BRIDGE MENTIONED IN THIS DESCRIPTION IS THE NEWEST AND FUNCTIONAL ONE
 CK0675'OF TWO BRIDGES AT THE SITE.  THE OLDER BRIDGE IS NO LONGER USED AND
 CK0675'HAS HAD THE CENTER SPAN REMOVED.
 CK0675
 CK0675                          STATION RECOVERY (1983)
 CK0675
 CK0675'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK0675'THE STATION IS LOCATED APPROXIMATELY 8.9 KM (5.5 MI) EAST FROM
 CK0675'THUNDERBOLT, 11.3 KM (7 MI) WEST-NORTHWEST FROM TYBEE ISLAND, AND
 CK0675'12.9 KM (8 MI) SOUTHEAST FROM SAVANNAH.
 CK0675'
 CK0675'TO REACH THE STATION FROM THE MOST EASTERN ONE OF TWO JUNCTIONS
 CK0675'OF U.S. HIGHWAY 80 (STATE ROUTE 26) AND STATE ROUTE 367 LOCATED
 CK0675'12.0 KM (7.5 MI) WEST OF TYBEE CITY HALL, GO NORTHEAST ALONG
 CK0675'U.S. HIGHWAY 80 FOR 0.5 KM (0.3 MI) TO THE WEST END OF THE U.S.
 CK0675'HIGHWAY 80 BRIDGE OVER BULL RIVER AND THE STATION ON THE LEFT SET
 CK0675'IN THE NORTHWEST END OF THE BRIDGE CURB OF THE SOUTHWEST CONCRETE
 CK0675'ABUTMENT.
 CK0675'
 CK0675'THE STATION IS A STANDARD NGS DISK
 CK0675'STAMPED---A 323 1974---,
 CK0675'SET INTO A DRILL HOLE IN THE CONCRETE BRIDGE CURB.
 CK0675'IT IS LOCATED
 CK0675'0.15 METER (0.5 FT) SOUTHEAST FROM THE SOUTHEST FACE OF THE
 CK0675'CONCRETE RAIL,
 CK0675'3.50 METER (11.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 CK0675'BRIDGE, AND
 CK0675'4.97 METERS (16.3 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY.
 CK0675'
 CK0675'DESCRIBED BY T.B. KNIGHT.
 CK0675
 CK0675                          STATION RECOVERY (1987)
 CK0675
 CK0675'RECOVERY NOTE BY US POWER SQUADRON 1987 (WD)
 CK0675'RECOVERED IN GOOD CONDITION.
 CK0675
 CK0675                          STATION RECOVERY (1991)
 CK0675
 CK0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0675'14.3 KM (8.9 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK0675'OF STATE HIGHWAY 204 IN SAVANNAH, 6.7 KM (4.2 MI) WEST OF THE FORT
 CK0675'PULASKI NATIONAL MONUMENT ENTRANCE ROAD, IN THE SOUTHWEST END OF A
 CK0675'CONCRETE CURB ALONG THE NORTHWEST SIDE OF THE HIGHWAY BRIDGE SPANNING
 CK0675'BULL RIVER, 4.8 M (15.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.9
 CK0675'M (3.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST BRIDGE
 CK0675'RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CK0675
 CK0675                          STATION RECOVERY (2003)
 CK0675
 CK0675'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CK0675'RECOVERED IN GOOD CONDITION.
 CK0675
 CK0675                          STATION RECOVERY (2004)
 CK0675
 CK0675'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK0675'MARK IS AFFIXED TO PIER OF BULL RIVER BRIDGE , A MASSIVE STRUCTURE.
 CK0675
 CK0675                          STATION RECOVERY (2005)
 CK0675
 CK0675'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 CK0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0478 ***********************************************************************
 BR0478  DESIGNATION -  A 324
 BR0478  PID         -  BR0478
 BR0478  STATE/COUNTY-  GA/BRYAN
 BR0478  USGS QUAD   -  RICHMOND HILL (1997)
 BR0478
 BR0478                         *CURRENT SURVEY CONTROL
 BR0478  ___________________________________________________________________
 BR0478* NAD 83(1986)-  31 56 51.     (N)    081 17 42.     (W)     SCALED    
 BR0478* NAVD 88     -         2.890  (meters)       9.48   (feet)  ADJUSTED  
 BR0478  ___________________________________________________________________
 BR0478  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR0478  DYNAMIC HT  -           2.887 (meters)       9.47  (feet)  COMP
 BR0478  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 BR0478
 BR0478  VERT ORDER  -  FIRST     CLASS I
 BR0478
 BR0478.The horizontal coordinates were scaled from a topographic map and have
 BR0478.an estimated accuracy of +/- 6 seconds.
 BR0478
 BR0478.The orthometric height was determined by differential leveling
 BR0478.and adjusted by the National Geodetic Survey in June 1991..
 BR0478
 BR0478.The geoid height was determined by GEOID03.
 BR0478
 BR0478.The dynamic height is computed by dividing the NAVD 88
 BR0478.geopotential number by the normal gravity value computed on the
 BR0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0478.degrees latitude (g = 980.6199 gals.).
 BR0478
 BR0478.The modeled gravity was interpolated from observed gravity values.
 BR0478
 BR0478;                    North         East    Units  Estimated Accuracy
 BR0478;SPC GA E     -   216,230.      282,410.      MT  (+/- 180 meters Scaled)
 BR0478
 BR0478                          SUPERSEDED SURVEY CONTROL
 BR0478
 BR0478.No superseded survey control is available for this station.
 BR0478
 BR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR721346(NAD 83)
 BR0478_MARKER: DB = BENCH MARK DISK
 BR0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0478_SP_SET: ABUTMENT
 BR0478_STAMPING: A 324 1975
 BR0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0478
 BR0478  HISTORY     - Date     Condition        Report By
 BR0478  HISTORY     - 1975     MONUMENTED       NGS
 BR0478
 BR0478                          STATION DESCRIPTION
 BR0478
 BR0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0478'0.8 MI NE FROM RICHMOND HILL.
 BR0478'0.8 MILE NORTHEAST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BR0478'THE CROSSING OF STATE HIGHWAY 144 AT RICHMOND HILL, IN THE TOP OF
 BR0478'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE,
 BR0478'6.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 68.7 FEET SOUTHEAST OF
 BR0478'TELEPHONE POLE E 5, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0643 ***********************************************************************
 BR0643  DESIGNATION -  A 325
 BR0643  PID         -  BR0643
 BR0643  STATE/COUNTY-  GA/MCINTOSH
 BR0643  USGS QUAD   -  RIDGEVILLE (1993)
 BR0643
 BR0643                         *CURRENT SURVEY CONTROL
 BR0643  ___________________________________________________________________
 BR0643* NAD 83(1986)-  31 25 37.     (N)    081 29 47.     (W)     SCALED    
 BR0643* NAVD 88     -         2.026  (meters)       6.65   (feet)  ADJUSTED  
 BR0643  ___________________________________________________________________
 BR0643  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 BR0643  DYNAMIC HT  -           2.024 (meters)       6.64  (feet)  COMP
 BR0643  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 BR0643
 BR0643  VERT ORDER  -  FIRST     CLASS I
 BR0643
 BR0643.The horizontal coordinates were scaled from a topographic map and have
 BR0643.an estimated accuracy of +/- 6 seconds.
 BR0643
 BR0643.The orthometric height was determined by differential leveling
 BR0643.and adjusted by the National Geodetic Survey in June 1991..
 BR0643
 BR0643.The geoid height was determined by GEOID03.
 BR0643
 BR0643.The dynamic height is computed by dividing the NAVD 88
 BR0643.geopotential number by the normal gravity value computed on the
 BR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0643.degrees latitude (g = 980.6199 gals.).
 BR0643
 BR0643.The modeled gravity was interpolated from observed gravity values.
 BR0643
 BR0643;                    North         East    Units  Estimated Accuracy
 BR0643;SPC GA E     -   158,380.      263,720.      MT  (+/- 180 meters Scaled)
 BR0643
 BR0643                          SUPERSEDED SURVEY CONTROL
 BR0643
 BR0643.No superseded survey control is available for this station.
 BR0643
 BR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ528770(NAD 83)
 BR0643_MARKER: DV = VERTICAL CONTROL DISK
 BR0643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BR0643_SP_SET: HEADWALL
 BR0643_STAMPING: A 325 1975
 BR0643_MARK LOGO: NGS   
 BR0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0643+STABILITY: SURFACE MOTION
 BR0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0643+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 BR0643
 BR0643  HISTORY     - Date     Condition        Report By
 BR0643  HISTORY     - 1975     MONUMENTED       NGS
 BR0643  HISTORY     - 19910326 GOOD             NGS
 BR0643
 BR0643                          STATION DESCRIPTION
 BR0643
 BR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0643'5 MI NW FROM DARIEN.
 BR0643'5.05 MILES NORTHWEST ALONG STATE HIGHWAY 251 FROM THE JUNCTION OF
 BR0643'U.S. HIGHWAY 17 AT DARIEN, 32.6 FEET NORTHEAST OF CENTER LINE OF
 BR0643'THE HIGHWAY, IN THE TOP SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 BR0643'A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 1.1 FEET NORTHWEST OF A
 BR0643'WITNESS POST AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BR0643'THIS MARK CAN ALSO BE REACHED BY GOING 4.60 MILES SOUTHEAST ALONG
 BR0643'STATE HIGHWAY 251 FROM THE CROSSING OF THE SEABOARD COAST LINE
 BR0643'RAILROAD AT COX.
 BR0643
 BR0643                          STATION RECOVERY (1991)
 BR0643
 BR0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0643'1.0 KM (0.6 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0643'IN DARIEN, THENCE 6.9 KM (4.3 MI) NORTHWESTERLY ALONG STATE HIGHWAY
 BR0643'251, THENCE 1.5 KM (0.9 MI) NORTHWESTERLY ALONG STATE HIGHWAY 251
 BR0643'EXCHANGE, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END
 BR0643'OF THE NORTHEAST CONCRETE HEADWALL OF A SINGLE BOX CULVERT UNDER THE
 BR0643'EXCHANGE, 10.0 M (32.8 FT) NORTHEAST OF THE EXCHANGE CENTERLINE, AND
 BR0643'1.5 M (4.9 FT) BELOW THE LEVEL OF THE EXCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0634 ***********************************************************************
 BR0634  DESIGNATION -  A 326
 BR0634  PID         -  BR0634
 BR0634  STATE/COUNTY-  GA/CAMDEN
 BR0634  USGS QUAD   -  WAVERLY (1993)
 BR0634
 BR0634                         *CURRENT SURVEY CONTROL
 BR0634  ___________________________________________________________________
 BR0634* NAD 83(1986)-  31 05 35.     (N)    081 43 54.     (W)     SCALED    
 BR0634* NAVD 88     -         6.012  (meters)      19.72   (feet)  ADJUSTED  
 BR0634  ___________________________________________________________________
 BR0634  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BR0634  DYNAMIC HT  -           6.005 (meters)      19.70  (feet)  COMP
 BR0634  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BR0634  OBS GRAVITY -     979,434.8   (mgal)                       GRAV_OBS
 BR0634
 BR0634  VERT ORDER  -  FIRST     CLASS I
 BR0634
 BR0634.The horizontal coordinates were scaled from a topographic map and have
 BR0634.an estimated accuracy of +/- 6 seconds.
 BR0634
 BR0634.The orthometric height was determined by differential leveling
 BR0634.and adjusted by the National Geodetic Survey in June 1991..
 BR0634
 BR0634.The geoid height was determined by GEOID03.
 BR0634
 BR0634.The dynamic height is computed by dividing the NAVD 88
 BR0634.geopotential number by the normal gravity value computed on the
 BR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0634.degrees latitude (g = 980.6199 gals.).
 BR0634
 BR0634.The modeled gravity was interpolated from observed gravity values.
 BR0634.The observed gravity was obtained from relative gravimeter ties
 BR0634.to the IGSN71 gravity network.
 BR0634
 BR0634;                    North         East    Units  Estimated Accuracy
 BR0634;SPC GA E     -   121,250.      241,500.      MT  (+/- 180 meters Scaled)
 BR0634
 BR0634                          SUPERSEDED SURVEY CONTROL
 BR0634
 BR0634.No superseded survey control is available for this station.
 BR0634
 BR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ302401(NAD 83)
 BR0634_MARKER: DB = BENCH MARK DISK
 BR0634_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BR0634+WITH SETTING: INTO GROUND
 BR0634_STAMPING: A 326 1975
 BR0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0634+STABILITY: SURFACE MOTION
 BR0634
 BR0634  HISTORY     - Date     Condition        Report By
 BR0634  HISTORY     - 1975     MONUMENTED       NGS
 BR0634  HISTORY     - 19910403 MARK NOT FOUND   NGS
 BR0634
 BR0634                          STATION DESCRIPTION
 BR0634
 BR0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0634'0.10 MI S FROM WAVERLY.
 BR0634'0.10 MILE SOUTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BR0634'CROSSING OF STATE HIGHWAY 110 AT WAVERLY, 119 FEET SOUTH-SOUTHWEST OF
 BR0634'THE CENTER OF THE CROSSING OF A BLACK TOP ROAD AND THE TRACK, 109 FEET
 BR0634'SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 70.7 FEET NORTHWEST
 BR0634'AND ACROSS THE TRACKS FROM SOUTHEAST WAVERLY SWITCH AND BATTERY HOUSE,
 BR0634'32.3 FEET WEST OF THE WEST RAIL, 3.3 FEET SOUTH OF POWER POLE NO. E 56
 BR0634'F, 3.2 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 BR0634'OF THE TRACKS AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT
 BR0634'IS ATTACHED TO A METAL BASE PLATE, THE DISK IS FLUSH WITH THE SURFACE
 BR0634'OF THE GROUND AND ENCASED IN A 4-INCH PLASTEC PIPE SURROUNDED WITH
 BR0634'CONCRETE WHICH PROJECTS 2 INCHES.
 BR0634
 BR0634                          STATION RECOVERY (1991)
 BR0634
 BR0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0634'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1618 ***********************************************************************
 BD1618  DESIGNATION -  A 33
 BD1618  PID         -  BD1618
 BD1618  STATE/COUNTY-  GA/ECHOLS
 BD1618  USGS QUAD   -  HAYLOW (1971)
 BD1618
 BD1618                         *CURRENT SURVEY CONTROL
 BD1618  ___________________________________________________________________
 BD1618* NAD 83(1986)-  30 49 34.     (N)    082 58 14.     (W)     SCALED    
 BD1618* NAVD 88     -        50.779  (meters)     166.60   (feet)  POSTED    
 BD1618  ___________________________________________________________________
 BD1618  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BD1618  DYNAMIC HT  -          50.710 (meters)     166.37  (feet)  COMP
 BD1618  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 BD1618
 BD1618  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BD1618
 BD1618.The horizontal coordinates were scaled from a topographic map and have
 BD1618.an estimated accuracy of +/- 6 seconds.
 BD1618
 BD1618.The orthometric height was determined by differential leveling
 BD1618.and adjusted by the National Geodetic Survey in 1992..
 BD1618.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BD1618.rate of 1.1 thru 2.0 mm/km.
 BD1618
 BD1618.The geoid height was determined by GEOID03.
 BD1618
 BD1618.The dynamic height is computed by dividing the NAVD 88
 BD1618.geopotential number by the normal gravity value computed on the
 BD1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1618.degrees latitude (g = 980.6199 gals.).
 BD1618
 BD1618.The modeled gravity was interpolated from observed gravity values.
 BD1618
 BD1618;                    North         East    Units  Estimated Accuracy
 BD1618;SPC GA E     -    91,850.      123,090.      MT  (+/- 180 meters Scaled)
 BD1618
 BD1618                          SUPERSEDED SURVEY CONTROL
 BD1618
 BD1618  NGVD 29 (??/??/92)   51.008  (m)          167.35   (f) ADJ UNCH    1 2
 BD1618
 BD1618.Superseded values are not recommended for survey control.
 BD1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1618.See file dsdata.txt to determine how the superseded data were derived.
 BD1618
 BD1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ115119(NAD 83)
 BD1618_MARKER: DB = BENCH MARK DISK
 BD1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1618_STAMPING: A 33 1917
 BD1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1618+STABILITY: SURFACE MOTION
 BD1618
 BD1618  HISTORY     - Date     Condition        Report By
 BD1618  HISTORY     - 1917     MONUMENTED       CGS
 BD1618  HISTORY     - 1957     MARK NOT FOUND   NGS
 BD1618
 BD1618                          STATION DESCRIPTION
 BD1618
 BD1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1618'2.2 MI E FROM MAYDAY.
 BD1618'2.2 MILES EAST ALONG THE GEORGIA SOUTHERN AND FLORIDA RAILWAY
 BD1618'FROM THE STATION AT MAYDAY, ECHOLS COUNTY, 325 YARDS WEST OF
 BD1618'MILEPOST J 92, 7 FEET WEST OF A TRESTLE, AND 3 FEET NORTH OF
 BD1618'THE TRACK.  A STANDARD DISK, STAMPED A 33 1917 AND SET IN THE
 BD1618'TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THAT THE MARK
 BD1618'WAS DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0965 ***********************************************************************
 DF0965  DESIGNATION -  A 335
 DF0965  PID         -  DF0965
 DF0965  STATE/COUNTY-  GA/RICHMOND
 DF0965  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0965
 DF0965                         *CURRENT SURVEY CONTROL
 DF0965  ___________________________________________________________________
 DF0965* NAD 83(1986)-  33 24 34.     (N)    082 00 40.     (W)     SCALED    
 DF0965* NAVD 88     -        47.474  (meters)     155.75   (feet)  ADJUSTED  
 DF0965  ___________________________________________________________________
 DF0965  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DF0965  DYNAMIC HT  -          47.424 (meters)     155.59  (feet)  COMP
 DF0965  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 DF0965
 DF0965  VERT ORDER  -  FIRST     CLASS II
 DF0965
 DF0965.The horizontal coordinates were scaled from a topographic map and have
 DF0965.an estimated accuracy of +/- 6 seconds.
 DF0965
 DF0965.The orthometric height was determined by differential leveling
 DF0965.and adjusted by the National Geodetic Survey in June 1991..
 DF0965
 DF0965.The geoid height was determined by GEOID03.
 DF0965
 DF0965.The dynamic height is computed by dividing the NAVD 88
 DF0965.geopotential number by the normal gravity value computed on the
 DF0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0965.degrees latitude (g = 980.6199 gals.).
 DF0965
 DF0965.The modeled gravity was interpolated from observed gravity values.
 DF0965
 DF0965;                    North         East    Units  Estimated Accuracy
 DF0965;SPC GA E     -   378,020.      214,470.      MT  (+/- 180 meters Scaled)
 DF0965
 DF0965                          SUPERSEDED SURVEY CONTROL
 DF0965
 DF0965.No superseded survey control is available for this station.
 DF0965
 DF0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS059971(NAD 83)
 DF0965_MARKER: I = METAL ROD
 DF0965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF0965_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DF0965_STAMPING: A 335 1979
 DF0965_PROJECTION: FLUSH
 DF0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0965+STABILITY: POSITION/ELEVATION WELL
 DF0965_ROD/PIPE-DEPTH: 9.14 meters
 DF0965_SLEEVE-DEPTH  : 6.10 meters
 DF0965
 DF0965  HISTORY     - Date     Condition        Report By
 DF0965  HISTORY     - 1979     MONUMENTED       NGS
 DF0965
 DF0965                          STATION DESCRIPTION
 DF0965
 DF0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0965'6.15 MI SW FROM AUGUSTA.
 DF0965'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAYS 25 AND 78 FROM THE
 DF0965'SOUTHWEST END OF THE CONCRETE BRIDGE OVER THE SAVANNAH RIVER AT
 DF0965'AUGUSTA, TO THE JUNCTION OF STATE HIGHWAY 56, THENCE 1.4 MILES SOUTH
 DF0965'ALONG HIGHWAY 56 TO THE JUNCTION OF LOUISVILLE ROAD, THENCE 0.45 MILE
 DF0965'SOUTHWEST ALONG LOUISVILLE ROAD TO THE JUNCTION OF WINDSOR STREET,
 DF0965'THENCE 0.1 MILE WEST ALONG WINDSOR STREET, 49 FT. NORTHEAST OF THE
 DF0965'NORTHEAST CORNER OF A ONE STORY BRICK HOUSE, 67 FT. NORTHWEST OF THE
 DF0965'NORTHWEST RAIL OF THE RAILROAD TRACK, 33 FT. SOUTHWEST OF THE
 DF0965'CENTERLINE OF WINDSOR STREET, 81 FT. SOUTHEAST OF THE CENTERLINE
 DF0965'OF THE DRIVE TO A ONE STORY BRICK HOUSE, 8 FT. SOUTHWEST OF A
 DF0965'POWERLINE POLE WITH GUY WIRE, 31 FT. NORTH OF A 24-INCH PINE TREE.
 DF0965'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE1422 ***********************************************************************
 DE1422  DESIGNATION -  A 335 X
 DE1422  PID         -  DE1422
 DE1422  STATE/COUNTY-  GA/RICHMOND
 DE1422  USGS QUAD   -  AUGUSTA EAST (1981)
 DE1422
 DE1422                         *CURRENT SURVEY CONTROL
 DE1422  ___________________________________________________________________
 DE1422* NAD 83(1986)-  33 28 38.     (N)    081 58 16.     (W)     SCALED    
 DE1422* NAVD 88     -        42.211  (meters)     138.49   (feet)  ADJUSTED  
 DE1422  ___________________________________________________________________
 DE1422  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DE1422  DYNAMIC HT  -          42.167 (meters)     138.34  (feet)  COMP
 DE1422  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DE1422
 DE1422  VERT ORDER  -  FIRST     CLASS II
 DE1422
 DE1422.The horizontal coordinates were scaled from a topographic map and have
 DE1422.an estimated accuracy of +/- 6 seconds.
 DE1422
 DE1422.The orthometric height was determined by differential leveling
 DE1422.and adjusted by the National Geodetic Survey in June 1991..
 DE1422
 DE1422.The geoid height was determined by GEOID03.
 DE1422
 DE1422.The dynamic height is computed by dividing the NAVD 88
 DE1422.geopotential number by the normal gravity value computed on the
 DE1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1422.degrees latitude (g = 980.6199 gals.).
 DE1422
 DE1422.The modeled gravity was interpolated from observed gravity values.
 DE1422
 DE1422;                    North         East    Units  Estimated Accuracy
 DE1422;SPC GA E     -   385,540.      218,170.      MT  (+/- 180 meters Scaled)
 DE1422
 DE1422                          SUPERSEDED SURVEY CONTROL
 DE1422
 DE1422.No superseded survey control is available for this station.
 DE1422
 DE1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT097046(NAD 83)
 DE1422_MARKER: I = METAL ROD
 DE1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE1422_SP_SET: STAINLESS STEEL ROD
 DE1422_STAMPING: A 335 X 1980
 DE1422_PROJECTION: RECESSED 5 CENTIMETERS
 DE1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1422_ROD/PIPE-DEPTH: 6.3  meters
 DE1422
 DE1422  HISTORY     - Date     Condition        Report By
 DE1422  HISTORY     - 1980     MONUMENTED       NGS
 DE1422
 DE1422                          STATION DESCRIPTION
 DE1422
 DE1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DE1422'IN AUGUSTA.
 DE1422'IN AUGUSTA, AT THE INTERSECTION OF 11TH STREET AND STATE HIGHWAY 28
 DE1422'(BROAD STREET), SET SOUTHEAST OF THE SOUTHEAST BRICK PILLAR SUPPORTING
 DE1422'THE AWNING FOR THE DRIVE-UP TELLER WINDOW OF THE GEORGIA RAILROAD
 DE1422'BANK AND TRUST ON BROAD STREET, 0.8 KILOMETER (0.5 MILE) NORTHWEST
 DE1422'OF THE INTERSECTION OF SEVENTH STREET, 43 METERS (141.5 FEET) NORTH
 DE1422'OF THE CENTER LINE OF BROAD STREET, 13.8 METERS (45 FEET) WEST OF THE
 DE1422'CENTER LINE OF ELEVENTH STREET, 3.8 METERS (12.5 FEET) EAST OF THE
 DE1422'EAST BRICK PILLAR SUPPORTING AN AWNING FOR THE DRIVE-UP WINDOW,
 DE1422'2.4 METERS (8.9 FEET) SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING
 DE1422'TO THE TELLERS WINDOW.
 DE1422'NOTE--DATUM POINT DOES NOT HAVE THE (X) STAMPED ON IT, BUT THE CAP
 DE1422'DOES.
 DE1422'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0962 ***********************************************************************
 DF0962  DESIGNATION -  A 336
 DF0962  PID         -  DF0962
 DF0962  STATE/COUNTY-  GA/RICHMOND
 DF0962  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0962
 DF0962                         *CURRENT SURVEY CONTROL
 DF0962  ___________________________________________________________________
 DF0962* NAD 83(1986)-  33 25 40.     (N)    082 00 08.     (W)     SCALED    
 DF0962* NAVD 88     -        40.404  (meters)     132.56   (feet)  ADJUSTED  
 DF0962  ___________________________________________________________________
 DF0962  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DF0962  DYNAMIC HT  -          40.361 (meters)     132.42  (feet)  COMP
 DF0962  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 DF0962
 DF0962  VERT ORDER  -  FIRST     CLASS II
 DF0962
 DF0962.The horizontal coordinates were scaled from a topographic map and have
 DF0962.an estimated accuracy of +/- 6 seconds.
 DF0962
 DF0962.The orthometric height was determined by differential leveling
 DF0962.and adjusted by the National Geodetic Survey in June 1991..
 DF0962
 DF0962.The geoid height was determined by GEOID03.
 DF0962
 DF0962.The dynamic height is computed by dividing the NAVD 88
 DF0962.geopotential number by the normal gravity value computed on the
 DF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0962.degrees latitude (g = 980.6199 gals.).
 DF0962
 DF0962.The modeled gravity was interpolated from observed gravity values.
 DF0962
 DF0962;                    North         East    Units  Estimated Accuracy
 DF0962;SPC GA E     -   380,050.      215,290.      MT  (+/- 180 meters Scaled)
 DF0962
 DF0962                          SUPERSEDED SURVEY CONTROL
 DF0962
 DF0962.No superseded survey control is available for this station.
 DF0962
 DF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS068991(NAD 83)
 DF0962_MARKER: DB = BENCH MARK DISK
 DF0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF0962_SP_SET: STAINLESS STEEL ROD
 DF0962_STAMPING: A 336 1979
 DF0962_PROJECTION: PROJECTING 5 CENTIMETERS
 DF0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0962_ROD/PIPE-DEPTH: 11.6 meters
 DF0962
 DF0962  HISTORY     - Date     Condition        Report By
 DF0962  HISTORY     - 1979     MONUMENTED       NGS
 DF0962
 DF0962                          STATION DESCRIPTION
 DF0962
 DF0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0962'4.65 MI SW FROM AUGUSTA.
 DF0962'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAYS 25 AND 78 FROM THE
 DF0962'SOUTHWEST END OF THE CONCRETE BRIDGE OVER THE SAVANNAH RIVER AT
 DF0962'AUGUSTA, TO THE JUNCTION OF OLD SAVANNAH ROAD, THENCE 0.75 MILE
 DF0962'SOUTH ALONG OLD SAVANNAH ROAD TO THE JUNCTION OF NIXON ROAD,
 DF0962'THENCE 0.3 MILE SOUTHEAST TO THE CROSSING OF THE CENTRAL OF GEORGIA
 DF0962'RAILWAY, 250 FT. SOUTH-SOUTHWEST OF THE CENTERLINE OF NIXON ROAD,
 DF0962'100 FT. SOUTHWEST OF THE EAST CORNER OF A CHAIN LINK FENCE AROUND A
 DF0962'ONE STORY FRAME HOUSE, 13 FT. WEST OF THE WEST RAIL OF THE TRACKS, 45
 DF0962'FT. NORTHEAST OF THE CENTERLINEOF LYNCHBURG STREET, 2 FT.
 DF0962'NORTH-NORTHEAST OF POWER POLE 13237 WITH TRANSFORMER.
 DF0962'THE MARK IS 2 FT  SSW FROM A WITNESS POST.
 DF0962'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1733 ***********************************************************************
 CK1733  DESIGNATION -  A 337
 CK1733  PID         -  CK1733
 CK1733  STATE/COUNTY-  GA/CHATHAM
 CK1733  USGS QUAD   -  GARDEN CITY (1980)
 CK1733
 CK1733                         *CURRENT SURVEY CONTROL
 CK1733  ___________________________________________________________________
 CK1733* NAD 83(1994)-  32 05 10.40789(N)    081 10 00.20590(W)     ADJUSTED  
 CK1733* NAVD 88     -         5.091  (meters)      16.70   (feet)  ADJUSTED  
 CK1733  ___________________________________________________________________
 CK1733  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK1733  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK1733  DYNAMIC HT  -           5.085 (meters)      16.68  (feet)  COMP
 CK1733  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 CK1733
 CK1733  HORZ ORDER  -  SECOND
 CK1733  VERT ORDER  -  FIRST     CLASS II
 CK1733
 CK1733.The horizontal coordinates were established by classical geodetic methods
 CK1733.and adjusted by the National Geodetic Survey in September 1997..
 CK1733.No horizontal observational check was made to the station.
 CK1733
 CK1733.The orthometric height was determined by differential leveling
 CK1733.and adjusted by the National Geodetic Survey in June 1991..
 CK1733
 CK1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK1733
 CK1733.The geoid height was determined by GEOID03.
 CK1733
 CK1733.The dynamic height is computed by dividing the NAVD 88
 CK1733.geopotential number by the normal gravity value computed on the
 CK1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1733.degrees latitude (g = 980.6199 gals.).
 CK1733
 CK1733.The modeled gravity was interpolated from observed gravity values.
 CK1733
 CK1733;                    North         East     Units Scale Factor Converg.
 CK1733;SPC GA E     -   231,714.682   294,391.870   MT  1.00000984   +0 31 52.3
 CK1733;SPC GA E     -   760,217.25    965,850.66   sFT  1.00000984   +0 31 52.3
 CK1733;SPC SC       -    28,061.385   593,857.810   MT  1.00017131   -0 05 32.8
 CK1733;SPC SC       -    92,064.91  1,948,352.40   iFT  1.00017131   -0 05 32.8
 CK1733;UTM  17      - 3,550,005.244   484,266.786   MT  0.99960305   -0 05 18.8
 CK1733
 CK1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK1733!SPC GA E     -   1.00000408  x   1.00000984  =   1.00001392
 CK1733!SPC SC       -   1.00000408  x   1.00017131  =   1.00017540
 CK1733!UTM  17      -   1.00000408  x   0.99960305  =   0.99960713
 CK1733
 CK1733                          SUPERSEDED SURVEY CONTROL
 CK1733
 CK1733  NAD 83(1986)-  32 05 10.42028(N)    081 10 00.21915(W) AD(       ) 2
 CK1733  NGVD 29 (03/21/89)    5.375  (m)           17.63   (f) ADJUSTED    1 2
 CK1733
 CK1733.Superseded values are not recommended for survey control.
 CK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1733.See file dsdata.txt to determine how the superseded data were derived.
 CK1733
 CK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8426750005(NAD 83)
 CK1733_MARKER: DB = BENCH MARK DISK
 CK1733_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1733_SP_SET: GALVANIZED STEEL ROD
 CK1733_STAMPING: A 337 1979
 CK1733_PROJECTION: FLUSH
 CK1733_MAGNETIC: I = MARKER IS A STEEL ROD
 CK1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1733_ROD/PIPE-DEPTH: 12.2 meters
 CK1733
 CK1733  HISTORY     - Date     Condition        Report By
 CK1733  HISTORY     - 1979     MONUMENTED       NGS
 CK1733  HISTORY     - 1983     GOOD             GADT
 CK1733
 CK1733                          STATION DESCRIPTION
 CK1733
 CK1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1733'0.9 MI SW FROM CENTRAL JUNCTION.
 CK1733'0.9 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE RAILROAD OVERPASS
 CK1733'AT CENTRAL JUNCTION, 59.9 FT. NORTH OF THE CENTERLINE
 CK1733'OF THE HIGHWAY, 15.5 FT. NORTH-NORTHEAST OF THE EAST
 CK1733'END OF A 12-INCH CONCRETE PIPE CULVERT UNDER A GRASSED
 CK1733'TURNOUT, 13.5 FT. EAST OF THE CENTERLINE OF A GRASSED TURNOUT LEADING
 CK1733'NORTH, 2.7 FT. WEST OF A TELEPHONE POLE WITH TWO GUY WIRES. DISK
 CK1733'6 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CK1733'PLASTIC SCREW PLUG.
 CK1733'THE MARK IS 2 FT  E FROM A WITNESS POST.
 CK1733'THE MARK IS 4 FT BELOW HIGHWAY.
 CK1733
 CK1733                          STATION RECOVERY (1983)
 CK1733
 CK1733'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK1733'THE STATION IS APPROXIMATELY 3.6 KM (2.25 MI) SOUTH-SOUTHWEST OF
 CK1733'GARDEN CITY, 8.7 KM (5.4 MI) EAST-SOUTHEAST OF POOLER, AND
 CK1733'6.9 KM (4.3 MI) WEST OF THE SAVANNAH CITY HALL ON STATE RIGHT OF
 CK1733'WAY.
 CK1733'
 CK1733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CK1733'ROUTE 26) AND STATE ROUTE 307 LOCATED ABOUT 3.2 KM (2 MI) SOUTH
 CK1733'THE SAVANNAH AIRPORT, GO EAST ALONG U.S. HIGHWAY 80 FOR 1.9 KM
 CK1733'(1.2 MI) TO THE JUNCTION OF TALMADGE AVENUE CROSSING.  CONTINUE
 CK1733'EAST ALONG U.S. HIGHWAY 80 FOR 0.95 KM (0.6 MI) TO THE STATION ON
 CK1733'THE LEFT.
 CK1733'
 CK1733'THE STATION IS A STANDARD NGS BENCH MARK DISK
 CK1733'STAMPED---A 337 1979---,
 CK1733'ATTACHED TO THE TOP OF A GALVANIZED STEEL ROD DRIVEN 12 METERS
 CK1733'(40 FEET) IN THE GROUND, RECESSED ABOUT 15 CM (6 IN) BELOW THE
 CK1733'GROUND SURFACE, AND ENCASED IN A 4 INCH PLASTIC PIPE.  ACCESS IS
 CK1733'THROUGH A SCREW PLUG.  IT IS APPROXIMATELY 1.2 METERS (4 FT)
 CK1733'BELOW THE LEVEL OF THE HIGHWAY.  IT IS LOCATED
 CK1733'18.3 METERS (59.9 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CK1733'4.11 METERS (13.5 FT) NORTH-NORTHEAST OF THE EAST END OF A 12-INCH
 CK1733'CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE NORTH,
 CK1733'0.8 METERS (2.7 FT) WEST OF A TELEPHONE POLE WITH 2 GUY WIRES, AND
 CK1733'0.6 METERS (2 FT) EAST FROM A METAL WITNESS POST.
 CK1733'
 CK1733'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1276 ***********************************************************************
 BS1276  DESIGNATION -  A 338
 BS1276  PID         -  BS1276
 BS1276  STATE/COUNTY-  GA/TIFT
 BS1276  USGS QUAD   -  WATERLOO (1987)
 BS1276
 BS1276                         *CURRENT SURVEY CONTROL
 BS1276  ___________________________________________________________________
 BS1276* NAD 83(1986)-  31 31 18.     (N)    083 26 27.     (W)     SCALED    
 BS1276* NAVD 88     -       104.293  (meters)     342.17   (feet)  ADJUSTED  
 BS1276  ___________________________________________________________________
 BS1276  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BS1276  DYNAMIC HT  -         104.171 (meters)     341.77  (feet)  COMP
 BS1276  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 BS1276  OBS GRAVITY -     979,473.8   (mgal)                       GRAV_OBS
 BS1276
 BS1276  VERT ORDER  -  FIRST     CLASS II
 BS1276
 BS1276.The horizontal coordinates were scaled from a topographic map and have
 BS1276.an estimated accuracy of +/- 6 seconds.
 BS1276
 BS1276.The orthometric height was determined by differential leveling
 BS1276.and adjusted by the National Geodetic Survey in June 1991..
 BS1276
 BS1276.The geoid height was determined by GEOID03.
 BS1276
 BS1276.The dynamic height is computed by dividing the NAVD 88
 BS1276.geopotential number by the normal gravity value computed on the
 BS1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1276.degrees latitude (g = 980.6199 gals.).
 BS1276
 BS1276.The modeled gravity was interpolated from observed gravity values.
 BS1276.The observed gravity was obtained from relative gravimeter ties
 BS1276.to the IGSN71 gravity network.
 BS1276
 BS1276;                    North         East    Units  Estimated Accuracy
 BS1276;SPC GA W     -   168,910.      768,930.      MT  (+/- 180 meters Scaled)
 BS1276
 BS1276                          SUPERSEDED SURVEY CONTROL
 BS1276
 BS1276.No superseded survey control is available for this station.
 BS1276
 BS1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ682900(NAD 83)
 BS1276_MARKER: DB = BENCH MARK DISK
 BS1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BS1276_SP_SET: STAINLESS STEEL ROD
 BS1276_STAMPING: A 338 1979
 BS1276_PROJECTION: FLUSH
 BS1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1276_ROD/PIPE-DEPTH: 5.49 meters
 BS1276
 BS1276  HISTORY     - Date     Condition        Report By
 BS1276  HISTORY     - 1979     MONUMENTED       NGS
 BS1276
 BS1276                          STATION DESCRIPTION
 BS1276
 BS1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BS1276'6.4 MI NE FROM TIFTON.
 BS1276'0.6 MILE NORTHEAST ALONG TIFT AVENUE FROM THE COURTHOUSE AT TIFTON,
 BS1276'THENCE 0.2 MILE SOUTHEAST ALONG EAST TWELFTH STREET, THENCE 4.4 MILES
 BS1276'NORTHEAST ALONG THE OLD OCILLA ROAD, THENCE 1.2 MILES NORTHEAST ALONG
 BS1276'A GRADED ROAD, 49.5 FEET NORTHWEST OF A 9 INCH PINE TREE, 33.5 FEET
 BS1276'SOUTHWEST OF A 6 INCH PINE TREE, 14 FEET SOUTHEAST OF THE CENTER OF
 BS1276'THE ROAD, AND 2 FEET SOUTH SOUTHWEST OF A POWER POLE. A ROD DRIVEN TO
 BS1276'SUBSTANTIAL RESISTANCE.
 BS1276'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 BS1276'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1215 ***********************************************************************
 CL1215  DESIGNATION -  A 339
 CL1215  PID         -  CL1215
 CL1215  STATE/COUNTY-  GA/TWIGGS
 CL1215  USGS QUAD   -  TARVERSVILLE (1973)
 CL1215
 CL1215                         *CURRENT SURVEY CONTROL
 CL1215  ___________________________________________________________________
 CL1215* NAD 83(1986)-  32 32 01.     (N)    083 26 25.     (W)     SCALED    
 CL1215* NAVD 88     -       128.163  (meters)     420.48   (feet)  ADJUSTED  
 CL1215  ___________________________________________________________________
 CL1215  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CL1215  DYNAMIC HT  -         128.018 (meters)     420.01  (feet)  COMP
 CL1215  MODELED GRAV-     979,501.8   (mgal)                       NAVD 88
 CL1215
 CL1215  VERT ORDER  -  FIRST     CLASS II
 CL1215
 CL1215.The horizontal coordinates were scaled from a topographic map and have
 CL1215.an estimated accuracy of +/- 6 seconds.
 CL1215
 CL1215.The orthometric height was determined by differential leveling
 CL1215.and adjusted by the National Geodetic Survey in June 1991..
 CL1215
 CL1215.The geoid height was determined by GEOID03.
 CL1215
 CL1215.The dynamic height is computed by dividing the NAVD 88
 CL1215.geopotential number by the normal gravity value computed on the
 CL1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1215.degrees latitude (g = 980.6199 gals.).
 CL1215
 CL1215.The modeled gravity was interpolated from observed gravity values.
 CL1215
 CL1215;                    North         East    Units  Estimated Accuracy
 CL1215;SPC GA W     -   281,120.      768,230.      MT  (+/- 180 meters Scaled)
 CL1215
 CL1215                          SUPERSEDED SURVEY CONTROL
 CL1215
 CL1215.No superseded survey control is available for this station.
 CL1215
 CL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS708022(NAD 83)
 CL1215_MARKER: DB = BENCH MARK DISK
 CL1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CL1215_SP_SET: STAINLESS STEEL ROD
 CL1215_STAMPING: A 339 1979
 CL1215_PROJECTION: PROJECTING 5 CENTIMETERS
 CL1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1215_ROD/PIPE-DEPTH: 4.57 meters
 CL1215
 CL1215  HISTORY     - Date     Condition        Report By
 CL1215  HISTORY     - 1979     MONUMENTED       NGS
 CL1215
 CL1215                          STATION DESCRIPTION
 CL1215
 CL1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1215'0.65 MI SE FROM TARVERSVILLE.
 CL1215'0.65 MILE SOUTHEAST ALONG U.S.HIGHWAY 23 FROM THE INTERSECTION OF
 CL1215'STATE HIGHWAY 96 AT TARVERSVILLE TO THE MARK ON THE LEFT, 305 FEET
 CL1215'NORTH OF HIGHWAY MILE MARKER POST NUMBER 3, 53.5 FEET EAST OF THE
 CL1215'CENTER LINE OF THE HIGHWAY, 6.5 FEET SOUTH OF A POWER POLE, A ROD
 CL1215'DRIVEN TO SUBSTANTIAL RESISTANCE.
 CL1215'THE MARK IS 1 FT  N FROM A WITNESS POST.
 CL1215'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0188 ***********************************************************************
 BD0188  DESIGNATION -  A 34
 BD0188  PID         -  BD0188
 BD0188  STATE/COUNTY-  GA/CHARLTON
 BD0188  USGS QUAD   -  ST GEORGE (1994)
 BD0188
 BD0188                         *CURRENT SURVEY CONTROL
 BD0188  ___________________________________________________________________
 BD0188* NAD 83(1986)-  30 31 04.     (N)    082 04 18.     (W)     SCALED    
 BD0188* NAVD 88     -        29.388  (meters)      96.42   (feet)  POSTED    
 BD0188  ___________________________________________________________________
 BD0188  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BD0188  DYNAMIC HT  -          29.350 (meters)      96.29  (feet)  COMP
 BD0188  MODELED GRAV-     979,358.6   (mgal)                       NAVD 88
 BD0188
 BD0188  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BD0188
 BD0188.The horizontal coordinates were scaled from a topographic map and have
 BD0188.an estimated accuracy of +/- 6 seconds.
 BD0188
 BD0188.The orthometric height was determined by differential leveling
 BD0188.and adjusted by the National Geodetic Survey in 1992..
 BD0188.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BD0188.rate of 0.0 thru 1.0 mm/km.
 BD0188
 BD0188.The geoid height was determined by GEOID03.
 BD0188
 BD0188.The dynamic height is computed by dividing the NAVD 88
 BD0188.geopotential number by the normal gravity value computed on the
 BD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0188.degrees latitude (g = 980.6199 gals.).
 BD0188
 BD0188.The modeled gravity was interpolated from observed gravity values.
 BD0188
 BD0188;                    North         East    Units  Estimated Accuracy
 BD0188;SPC GA E     -    57,400.      209,120.      MT  (+/- 180 meters Scaled)
 BD0188
 BD0188                          SUPERSEDED SURVEY CONTROL
 BD0188
 BD0188  NGVD 29 (??/??/92)   29.707  (m)           97.46   (f) ADJ UNCH    1 2
 BD0188
 BD0188.Superseded values are not recommended for survey control.
 BD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0188.See file dsdata.txt to determine how the superseded data were derived.
 BD0188
 BD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP971766(NAD 83)
 BD0188_MARKER: DB = BENCH MARK DISK
 BD0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0188_STAMPING: A 34 1917
 BD0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0188+STABILITY: SURFACE MOTION
 BD0188
 BD0188  HISTORY     - Date     Condition        Report By
 BD0188  HISTORY     - 1917     MONUMENTED       CGS
 BD0188  HISTORY     - 1957     MARK NOT FOUND   NGS
 BD0188
 BD0188                          STATION DESCRIPTION
 BD0188
 BD0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0188'2.2 MI W FROM ST GEORGE.
 BD0188'2.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BD0188'ST. GEORGE, ABOUT 1/4 MILE WEST OF MILEPOST 233, NEAR THE
 BD0188'MIDDLE OF A LONG FILL, AND 5 FEET SOUTH OF THE TRACK.  A
 BD0188'STANDARD DISK, STAMPED A 34 1917 AND SET IN THE TOP OF A CONCRETE
 BD0188'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2133 ***********************************************************************
 DG2133  DESIGNATION -  A 340
 DG2133  PID         -  DG2133
 DG2133  STATE/COUNTY-  GA/HENRY
 DG2133  USGS QUAD   -  MC DONOUGH (1981)
 DG2133
 DG2133                         *CURRENT SURVEY CONTROL
 DG2133  ___________________________________________________________________
 DG2133* NAD 83(1986)-  33 25 31.     (N)    084 08 57.     (W)     SCALED    
 DG2133* NAVD 88     -       272.927  (meters)     895.43   (feet)  ADJUSTED  
 DG2133  ___________________________________________________________________
 DG2133  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG2133  DYNAMIC HT  -         272.621 (meters)     894.42  (feet)  COMP
 DG2133  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 DG2133
 DG2133  VERT ORDER  -  FIRST     CLASS II
 DG2133
 DG2133.The horizontal coordinates were scaled from a topographic map and have
 DG2133.an estimated accuracy of +/- 6 seconds.
 DG2133
 DG2133.The orthometric height was determined by differential leveling
 DG2133.and adjusted by the National Geodetic Survey in June 1991..
 DG2133
 DG2133.The geoid height was determined by GEOID03.
 DG2133
 DG2133.The dynamic height is computed by dividing the NAVD 88
 DG2133.geopotential number by the normal gravity value computed on the
 DG2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2133.degrees latitude (g = 980.6199 gals.).
 DG2133
 DG2133.The modeled gravity was interpolated from observed gravity values.
 DG2133
 DG2133;                    North         East    Units  Estimated Accuracy
 DG2133;SPC GA W     -   379,760.      701,630.      MT  (+/- 180 meters Scaled)
 DG2133
 DG2133                          SUPERSEDED SURVEY CONTROL
 DG2133
 DG2133.No superseded survey control is available for this station.
 DG2133
 DG2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC650020(NAD 83)
 DG2133_MARKER: DB = BENCH MARK DISK
 DG2133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2133_SP_SET: BRIDGE
 DG2133_STAMPING: A 340 1979
 DG2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2133
 DG2133  HISTORY     - Date     Condition        Report By
 DG2133  HISTORY     - 1979     MONUMENTED       NGS
 DG2133
 DG2133                          STATION DESCRIPTION
 DG2133
 DG2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DG2133'1.0 MI SW FROM MCDONOUGH.
 DG2133'1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG2133'MCDONOUGH, AT THE SOUTHEAST CORNER OF A CONCRETE OVERPASS OVER THE
 DG2133'RAILWAY, IN THE TOP AND 3.0 FEET WEST OF THE EAST END OF THE SOUTH
 DG2133'CONCRETE GUARD RAIL OF THE OVERPASS, 16.5 FEET SOUTH OF THE CENTER
 DG2133'LINE OF THE ROAD.
 DG2133'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1051 ***********************************************************************
 DF1051  DESIGNATION -  A 341
 DF1051  PID         -  DF1051
 DF1051  STATE/COUNTY-  GA/BALDWIN
 DF1051  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1051
 DF1051                         *CURRENT SURVEY CONTROL
 DF1051  ___________________________________________________________________
 DF1051* NAD 83(1986)-  33 05 02.     (N)    083 12 49.     (W)     SCALED    
 DF1051* NAVD 88     -        87.364  (meters)     286.63   (feet)  ADJUSTED  
 DF1051  ___________________________________________________________________
 DF1051  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DF1051  DYNAMIC HT  -          87.270 (meters)     286.32  (feet)  COMP
 DF1051  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 DF1051
 DF1051  VERT ORDER  -  FIRST     CLASS II
 DF1051
 DF1051.The horizontal coordinates were scaled from a topographic map and have
 DF1051.an estimated accuracy of +/- 6 seconds.
 DF1051
 DF1051.The orthometric height was determined by differential leveling
 DF1051.and adjusted by the National Geodetic Survey in June 1991..
 DF1051
 DF1051.The geoid height was determined by GEOID03.
 DF1051
 DF1051.The dynamic height is computed by dividing the NAVD 88
 DF1051.geopotential number by the normal gravity value computed on the
 DF1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1051.degrees latitude (g = 980.6199 gals.).
 DF1051
 DF1051.The modeled gravity was interpolated from observed gravity values.
 DF1051
 DF1051;                    North         East    Units  Estimated Accuracy
 DF1051;SPC GA E     -   342,390.      102,260.      MT  (+/- 180 meters Scaled)
 DF1051
 DF1051                          SUPERSEDED SURVEY CONTROL
 DF1051
 DF1051.No superseded survey control is available for this station.
 DF1051
 DF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS933627(NAD 83)
 DF1051_MARKER: DB = BENCH MARK DISK
 DF1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF1051_SP_SET: BRIDGE
 DF1051_STAMPING: A 341 1979
 DF1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1051
 DF1051  HISTORY     - Date     Condition        Report By
 DF1051  HISTORY     - 1979     MONUMENTED       NGS
 DF1051
 DF1051                          STATION DESCRIPTION
 DF1051
 DF1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1051'0.8 MI EAST FROM MILLEDGEVILLE.
 DF1051'0.8 MILE EAST ALONG STATE HIGHWAYS 22 AND 24 FROM THE POST OFFICE IN
 DF1051'MILLEDGEVILLE TO THE MARK ON THE RIGHT, SET IN TOP OF THE SOUTHEAST
 DF1051'END OF HIGHWAY BRIDGE OVER THE OCONEE RIVER, 30 FEET SOUTH OF THE
 DF1051'CENTERLINE OF HIGHWAY.
 DF1051'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1093 ***********************************************************************
 DF1093  DESIGNATION -  A 342
 DF1093  PID         -  DF1093
 DF1093  STATE/COUNTY-  GA/WARREN
 DF1093  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1093
 DF1093                         *CURRENT SURVEY CONTROL
 DF1093  ___________________________________________________________________
 DF1093* NAD 83(1986)-  33 22 14.     (N)    082 41 44.     (W)     SCALED    
 DF1093* NAVD 88     -       135.032  (meters)     443.02   (feet)  ADJUSTED  
 DF1093  ___________________________________________________________________
 DF1093  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DF1093  DYNAMIC HT  -         134.888 (meters)     442.55  (feet)  COMP
 DF1093  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DF1093
 DF1093  VERT ORDER  -  FIRST     CLASS II
 DF1093
 DF1093.The horizontal coordinates were scaled from a topographic map and have
 DF1093.an estimated accuracy of +/- 6 seconds.
 DF1093
 DF1093.The orthometric height was determined by differential leveling
 DF1093.and adjusted by the National Geodetic Survey in June 1991..
 DF1093
 DF1093.The geoid height was determined by GEOID03.
 DF1093
 DF1093.The dynamic height is computed by dividing the NAVD 88
 DF1093.geopotential number by the normal gravity value computed on the
 DF1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1093.degrees latitude (g = 980.6199 gals.).
 DF1093
 DF1093.The modeled gravity was interpolated from observed gravity values.
 DF1093
 DF1093;                    North         East    Units  Estimated Accuracy
 DF1093;SPC GA E     -   373,820.      150,790.      MT  (+/- 180 meters Scaled)
 DF1093
 DF1093                          SUPERSEDED SURVEY CONTROL
 DF1093
 DF1093.No superseded survey control is available for this station.
 DF1093
 DF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS422936(NAD 83)
 DF1093_MARKER: DB = BENCH MARK DISK
 DF1093_SETTING: 66 = SET IN ROCK OUTCROP
 DF1093_SP_SET: ROCK OUTCROP
 DF1093_STAMPING: A 342 1979
 DF1093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF1093+STABILITY: POSITION/ELEVATION WELL
 DF1093
 DF1093  HISTORY     - Date     Condition        Report By
 DF1093  HISTORY     - 1979     MONUMENTED       NGS
 DF1093
 DF1093                          STATION DESCRIPTION
 DF1093
 DF1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1093'3.25 MI SW FROM WARRENTON.
 DF1093'3.25 MILES SOUTHWEST ALONG STATE HIGHWAYS C 12 AND 16 FROM THE
 DF1093'POST OFFICE IN WARRENTON TO THE MARK ON THE LEFT, SET IN TOP OF
 DF1093'BEDROCK IN AN OPEN FIELD, 0.1 MILE NORTHEAST OF A HIGHWAY BRIDGE,
 DF1093'126 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 90 FEET EAST OF
 DF1093'POWER POLE WITH GUY WIRE, 76 FEET SOUTHEAST OF FENCE.
 DF1093'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 DF1093'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1044 ***********************************************************************
 DF1044  DESIGNATION -  A 343
 DF1044  PID         -  DF1044
 DF1044  STATE/COUNTY-  GA/BALDWIN
 DF1044  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1044
 DF1044                         *CURRENT SURVEY CONTROL
 DF1044  ___________________________________________________________________
 DF1044* NAD 83(1986)-  33 04 33.     (N)    083 14 42.     (W)     SCALED    
 DF1044* NAVD 88     -        93.770  (meters)     307.64   (feet)  ADJUSTED  
 DF1044  ___________________________________________________________________
 DF1044  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DF1044  DYNAMIC HT  -          93.669 (meters)     307.31  (feet)  COMP
 DF1044  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DF1044  OBS GRAVITY -     979,569.4   (mgal)                       GRAV_OBS
 DF1044
 DF1044  VERT ORDER  -  FIRST     CLASS II
 DF1044
 DF1044.The horizontal coordinates were scaled from a topographic map and have
 DF1044.an estimated accuracy of +/- 6 seconds.
 DF1044
 DF1044.The orthometric height was determined by differential leveling
 DF1044.and adjusted by the National Geodetic Survey in June 1991..
 DF1044
 DF1044.The geoid height was determined by GEOID03.
 DF1044
 DF1044.The dynamic height is computed by dividing the NAVD 88
 DF1044.geopotential number by the normal gravity value computed on the
 DF1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1044.degrees latitude (g = 980.6199 gals.).
 DF1044
 DF1044.The modeled gravity was interpolated from observed gravity values.
 DF1044.The observed gravity was obtained from relative gravimeter ties
 DF1044.to the IGSN71 gravity network.
 DF1044
 DF1044;                    North         East    Units  Estimated Accuracy
 DF1044;SPC GA E     -   341,530.       99,320.      MT  (+/- 180 meters Scaled)
 DF1044
 DF1044                          SUPERSEDED SURVEY CONTROL
 DF1044
 DF1044.No superseded survey control is available for this station.
 DF1044
 DF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS904619(NAD 83)
 DF1044_MARKER: DB = BENCH MARK DISK
 DF1044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1044_SP_SET: STAINLESS STEEL ROD
 DF1044_STAMPING: A 343 1979
 DF1044_PROJECTION: FLUSH
 DF1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1044_ROD/PIPE-DEPTH: 4.57 meters
 DF1044
 DF1044  HISTORY     - Date     Condition        Report By
 DF1044  HISTORY     - 1979     MONUMENTED       NGS
 DF1044
 DF1044                          STATION DESCRIPTION
 DF1044
 DF1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1044'IN MILLEDGEVILLE.
 DF1044'IN MILLEDGEVILLE, 1.2 MILES SOUTHWEST ALONG STATE ROUTE 49 FROM THE
 DF1044'POST OFFICE IN MILLEDGEVILLE TO THE MARK ON THE LEFT, 2 FEET SOUTH OF
 DF1044'POWER POLE NUMBER 113450 WITH A GUY WIRE, 28 FEET EAST OF THE CENTER
 DF1044'OF A PAVED DRIVEWAY LEADING SOUTH TO A SINGLE STORY BRICK HOUSE, 35.5
 DF1044'FEET SOUTHEAST OF THE CENTER LINE OF ROUTE 49, SOUTH AND ACROSS ROUTE
 DF1044'49 FROM THE JUNCTION OF CHATHAM STREET LEADING NORTH, AND DIRECTLY
 DF1044'ACROSS ROUTE 49 FROM THE CHURCH OF GOD BUILDING.
 DF1044'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 DF1044'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0989 ***********************************************************************
 DF0989  DESIGNATION -  A 344
 DF0989  PID         -  DF0989
 DF0989  STATE/COUNTY-  GA/BURKE
 DF0989  USGS QUAD   -  KEYSVILLE (1950)
 DF0989
 DF0989                         *CURRENT SURVEY CONTROL
 DF0989  ___________________________________________________________________
 DF0989* NAD 83(1986)-  33 14 54.     (N)    082 14 03.     (W)     SCALED    
 DF0989* NAVD 88     -       118.046  (meters)     387.29   (feet)  ADJUSTED  
 DF0989  ___________________________________________________________________
 DF0989  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DF0989  DYNAMIC HT  -         117.919 (meters)     386.87  (feet)  COMP
 DF0989  MODELED GRAV-     979,555.8   (mgal)                       NAVD 88
 DF0989
 DF0989  VERT ORDER  -  FIRST     CLASS II
 DF0989
 DF0989.The horizontal coordinates were scaled from a topographic map and have
 DF0989.an estimated accuracy of +/- 6 seconds.
 DF0989
 DF0989.The orthometric height was determined by differential leveling
 DF0989.and adjusted by the National Geodetic Survey in June 1991..
 DF0989
 DF0989.The geoid height was determined by GEOID03.
 DF0989
 DF0989.The dynamic height is computed by dividing the NAVD 88
 DF0989.geopotential number by the normal gravity value computed on the
 DF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0989.degrees latitude (g = 980.6199 gals.).
 DF0989
 DF0989.The modeled gravity was interpolated from observed gravity values.
 DF0989
 DF0989;                    North         East    Units  Estimated Accuracy
 DF0989;SPC GA E     -   360,140.      193,710.      MT  (+/- 180 meters Scaled)
 DF0989
 DF0989                          SUPERSEDED SURVEY CONTROL
 DF0989
 DF0989.No superseded survey control is available for this station.
 DF0989
 DF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS850794(NAD 83)
 DF0989_MARKER: DB = BENCH MARK DISK
 DF0989_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DF0989_SP_SET: GALVANIZED STEEL ROD
 DF0989_STAMPING: A 344 1979
 DF0989_PROJECTION: RECESSED 8 CENTIMETERS
 DF0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0989_ROD/PIPE-DEPTH: 5.79 meters
 DF0989
 DF0989  HISTORY     - Date     Condition        Report By
 DF0989  HISTORY     - 1979     MONUMENTED       NGS
 DF0989
 DF0989                          STATION DESCRIPTION
 DF0989
 DF0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0989'1.25 MI NORTH FROM KEYSVILLE.
 DF0989'1.25 MILES NORTH ALONG STATE HIGHWAY 88 FROM THE CONCRETE
 DF0989'BRIDGE OVER BRIER CREEK AT KEYSVILLE, ACROSS THE HIGHWAY FROM
 DF0989'A ONE STORY FRAME HOUSE, 125 YARDS SOUTH OF THE Y-JUNCTION
 DF0989'OF A DIRT ROAD, 82 FT. NORTH OF THE EXTENDED CENTERLINE OF A
 DF0989'DRIVE TO THE HOUSE, 33 FT. WEST OF THE CENTERLINE OF THE
 DF0989'HIGHWAY, 1.0 FT. WEST OF POWERLINE POLE N0.1323 WITH TRANSFORMER
 DF0989'AND GUY WIRE. DISK LEVEL WITH THE GROUND, ACCESS TO WHICH
 DF0989'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 DF0989'THE MARK IS 20 FT  W FROM A WITNESS POST.
 DF0989'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1142 ***********************************************************************
 CL1142  DESIGNATION -  A 345
 CL1142  PID         -  CL1142
 CL1142  STATE/COUNTY-  GA/BURKE
 CL1142  USGS QUAD   -  MIDVILLE (1981)
 CL1142
 CL1142                         *CURRENT SURVEY CONTROL
 CL1142  ___________________________________________________________________
 CL1142* NAD 83(1986)-  32 52 15.     (N)    082 14 02.     (W)     SCALED    
 CL1142* NAVD 88     -        82.329  (meters)     270.11   (feet)  ADJUSTED  
 CL1142  ___________________________________________________________________
 CL1142  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1142  DYNAMIC HT  -          82.237 (meters)     269.81  (feet)  COMP
 CL1142  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CL1142
 CL1142  VERT ORDER  -  FIRST     CLASS II
 CL1142
 CL1142.The horizontal coordinates were scaled from a topographic map and have
 CL1142.an estimated accuracy of +/- 6 seconds.
 CL1142
 CL1142.The orthometric height was determined by differential leveling
 CL1142.and adjusted by the National Geodetic Survey in June 1991..
 CL1142
 CL1142.The geoid height was determined by GEOID03.
 CL1142
 CL1142.The dynamic height is computed by dividing the NAVD 88
 CL1142.geopotential number by the normal gravity value computed on the
 CL1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1142.degrees latitude (g = 980.6199 gals.).
 CL1142
 CL1142.The modeled gravity was interpolated from observed gravity values.
 CL1142
 CL1142;                    North         East    Units  Estimated Accuracy
 CL1142;SPC GA E     -   318,280.      193,710.      MT  (+/- 180 meters Scaled)
 CL1142
 CL1142                          SUPERSEDED SURVEY CONTROL
 CL1142
 CL1142.No superseded survey control is available for this station.
 CL1142
 CL1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS845376(NAD 83)
 CL1142_MARKER: DB = BENCH MARK DISK
 CL1142_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CL1142_SP_SET: GALVANIZED STEEL ROD
 CL1142_STAMPING: A 345 1979
 CL1142_PROJECTION: PROJECTING 5 CENTIMETERS
 CL1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1142_ROD/PIPE-DEPTH: 6.10 meters
 CL1142
 CL1142  HISTORY     - Date     Condition        Report By
 CL1142  HISTORY     - 1979     MONUMENTED       NGS
 CL1142
 CL1142                          STATION DESCRIPTION
 CL1142
 CL1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1142'3.7 MI NORTH FROM MIDVILLE.
 CL1142'0.25 MILE NORTH ALONG STATE HIGHWAY 56 FROM THE CENTRAL OF GEORGIA
 CL1142'RAILROAD CROSSING AT MIDVILLE TO THE Y-JUNCTION OF STATE HIGHWAY
 CL1142'305, THENCE 3.45 MILES NORTH ALONG HIGHWAY 305, AT THE JUNCTION
 CL1142'OF COUNTY ROADS 312 AND 313, 37.5 FT. WEST OF CENTERLINE OF HIGHWAY
 CL1142'305, 133 FT. SOUTH OF CENTERLINE OF COUNTY ROAD 313, 3 FT.
 CL1142'SOUTHWEST OF POWERLINE POLE. DIET LEVEL WITH THE GROUND, ACCESS TO
 CL1142'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CL1142'THE MARK IS 2 FT  W FROM A WITNESS POST.
 CL1142'THE MARK IS 3 FT ABOVE HIGHWAY 305.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1188 ***********************************************************************
 CL1188  DESIGNATION -  A 347
 CL1188  PID         -  CL1188
 CL1188  STATE/COUNTY-  GA/BIBB
 CL1188  USGS QUAD   -  MACON WEST (1985)
 CL1188
 CL1188                         *CURRENT SURVEY CONTROL
 CL1188  ___________________________________________________________________
 CL1188* NAD 83(1986)-  32 50 49.     (N)    083 38 15.     (W)     SCALED    
 CL1188* NAVD 88     -       123.867  (meters)     406.39   (feet)  ADJUSTED  
 CL1188  ___________________________________________________________________
 CL1188  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CL1188  DYNAMIC HT  -         123.732 (meters)     405.94  (feet)  COMP
 CL1188  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 CL1188
 CL1188  VERT ORDER  -  FIRST     CLASS II
 CL1188
 CL1188.The horizontal coordinates were scaled from a topographic map and have
 CL1188.an estimated accuracy of +/- 6 seconds.
 CL1188
 CL1188.The orthometric height was determined by differential leveling
 CL1188.and adjusted by the National Geodetic Survey in June 1991..
 CL1188
 CL1188.The geoid height was determined by GEOID03.
 CL1188
 CL1188.The dynamic height is computed by dividing the NAVD 88
 CL1188.geopotential number by the normal gravity value computed on the
 CL1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1188.degrees latitude (g = 980.6199 gals.).
 CL1188
 CL1188.The modeled gravity was interpolated from observed gravity values.
 CL1188
 CL1188;                    North         East    Units  Estimated Accuracy
 CL1188;SPC GA W     -   315,750.      749,530.      MT  (+/- 180 meters Scaled)
 CL1188
 CL1188                          SUPERSEDED SURVEY CONTROL
 CL1188
 CL1188.No superseded survey control is available for this station.
 CL1188
 CL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS531374(NAD 83)
 CL1188_MARKER: I = METAL ROD
 CL1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CL1188_SP_SET: STAINLESS STEEL ROD
 CL1188_STAMPING: A 347 1979
 CL1188_PROJECTION: RECESSED 13 CENTIMETERS
 CL1188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL1188+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1992
 CL1188_ROD/PIPE-DEPTH: 4.57 meters
 CL1188
 CL1188  HISTORY     - Date     Condition        Report By
 CL1188  HISTORY     - 1979     MONUMENTED       NGS
 CL1188  HISTORY     - 19920212 GOOD             NGS
 CL1188
 CL1188                          STATION DESCRIPTION
 CL1188
 CL1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1188'IN MACON.
 CL1188'IN MACON 0.5 MILE NORTHWEST ALONG U.S HIGHWAY 23 FROM THE JUNCTION
 CL1188'OF HIGHWAYS 23 AND 49 TO THE MARK ON THE RIGHT, SET IN CORNER OF
 CL1188'BUILDING, AT ENTRANCE TO RIVERSIDE CEMETARY AND NEAR JUNCTION OF 23
 CL1188'AND MADISON STREET, 65 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 61.5
 CL1188'FEET NORTHWEST OF CENTER OF STREET, 40.5 FEET NORTH OF POWER POLE, 16
 CL1188'FEET SOUTHEAST OF CENTER OF ENTRANCE TO DRIVE, 7 FEET NORTHEAST OF
 CL1188'FLAG POLE.
 CL1188'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CL1188
 CL1188                          STATION RECOVERY (1992)
 CL1188
 CL1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 CL1188'IN MACON 0.5 MILE (0.8 KM) NW ALONG RIVERSIDE DRIVE (US HWY 23) FROM
 CL1188'THE JUNCTION OF HWY 49 TO THE MARK ON THE RIGHT AT OFFICE OF RIVERSIDE
 CL1188'CEMETERY, AT SOUTH CORNER OF SOUTHEAST OF TWO BRICK BUILDINGS FORMERLY
 CL1188'SEPARATED BUT NOW JOINED BY A GLASS HALLWAY, 1.5 FT (0.5 M) SW OF AND
 CL1188'DIRECTLY IN FRONT OF MIDDLE OF WHITE CORNERSTONE, 61.5 FT (18.7 M) NW
 CL1188'OF MADISON ST, 60 FT (18.3 M) NE OF RIVERSIDE DR, 40.5 FT (12.3 M)
 CL1188'NORTH OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1708 ***********************************************************************
 CK1708  DESIGNATION -  A 348
 CK1708  PID         -  CK1708
 CK1708  STATE/COUNTY-  GA/BULLOCH
 CK1708  USGS QUAD   -  BROOKLET (1978)
 CK1708
 CK1708                         *CURRENT SURVEY CONTROL
 CK1708  ___________________________________________________________________
 CK1708* NAD 83(1986)-  32 23 41.     (N)    081 40 07.     (W)     SCALED    
 CK1708* NAVD 88     -        54.217  (meters)     177.88   (feet)  ADJUSTED  
 CK1708  ___________________________________________________________________
 CK1708  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CK1708  DYNAMIC HT  -          54.155 (meters)     177.67  (feet)  COMP
 CK1708  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 CK1708
 CK1708  VERT ORDER  -  FIRST     CLASS II
 CK1708
 CK1708.The horizontal coordinates were scaled from a topographic map and have
 CK1708.an estimated accuracy of +/- 6 seconds.
 CK1708
 CK1708.The orthometric height was determined by differential leveling
 CK1708.and adjusted by the National Geodetic Survey in June 1991..
 CK1708
 CK1708.The geoid height was determined by GEOID03.
 CK1708
 CK1708.The dynamic height is computed by dividing the NAVD 88
 CK1708.geopotential number by the normal gravity value computed on the
 CK1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1708.degrees latitude (g = 980.6199 gals.).
 CK1708
 CK1708.The modeled gravity was interpolated from observed gravity values.
 CK1708
 CK1708;                    North         East    Units  Estimated Accuracy
 CK1708;SPC GA E     -   265,590.      246,860.      MT  (+/- 180 meters Scaled)
 CK1708
 CK1708                          SUPERSEDED SURVEY CONTROL
 CK1708
 CK1708.No superseded survey control is available for this station.
 CK1708
 CK1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR371843(NAD 83)
 CK1708_MARKER: DB = BENCH MARK DISK
 CK1708_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1708_SP_SET: GALVANIZED STEEL ROD
 CK1708_STAMPING: A 348 1979
 CK1708_PROJECTION: FLUSH
 CK1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1708_ROD/PIPE-DEPTH: 7.32 meters
 CK1708
 CK1708  HISTORY     - Date     Condition        Report By
 CK1708  HISTORY     - 1979     MONUMENTED       NGS
 CK1708
 CK1708                          STATION DESCRIPTION
 CK1708
 CK1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1708'1.2 MI NW FROM BROOKLET.
 CK1708'0.2 MILE NORTHEAST ALONG PARKER STREET FROM THE BROOKLET METHODIST
 CK1708'CHURCH IN BROOKLET, THENCE 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 80,
 CK1708'110 YARDS SOUTHEAST OF A SAND ROAD LEADING NORTHEAST, 131.8 FT.
 CK1708'SOUTHEAST OF A POWER POLE, 79.6 FT. SOUTHEAST OF A 5-INCH BY 5-INCH
 CK1708'CONCRETE RIGHT-OF-WAY MARKER PROJECTING 18-INCHES, 46.3 FT.
 CK1708'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FT. NORTHEAST OF A
 CK1708'FIRE HYDRANT. DISKT 6 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 CK1708'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CK1708'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 CK1708'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0298 ***********************************************************************
 CK0298  DESIGNATION -  A 37
 CK0298  PID         -  CK0298
 CK0298  STATE/COUNTY-  GA/CHATHAM
 CK0298  USGS QUAD   -  GARDEN CITY (1980)
 CK0298
 CK0298                         *CURRENT SURVEY CONTROL
 CK0298  ___________________________________________________________________
 CK0298* NAD 83(1986)-  32 04 45.     (N)    081 08 44.     (W)     SCALED    
 CK0298* NAVD 88     -         3.493  (meters)      11.46   (feet)  ADJUSTED  
 CK0298  ___________________________________________________________________
 CK0298  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 CK0298  DYNAMIC HT  -           3.489 (meters)      11.45  (feet)  COMP
 CK0298  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CK0298
 CK0298  VERT ORDER  -  FIRST     CLASS II
 CK0298
 CK0298.The horizontal coordinates were scaled from a topographic map and have
 CK0298.an estimated accuracy of +/- 6 seconds.
 CK0298
 CK0298.The orthometric height was determined by differential leveling
 CK0298.and adjusted by the National Geodetic Survey in June 1991..
 CK0298
 CK0298.The geoid height was determined by GEOID03.
 CK0298
 CK0298.The dynamic height is computed by dividing the NAVD 88
 CK0298.geopotential number by the normal gravity value computed on the
 CK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0298.degrees latitude (g = 980.6199 gals.).
 CK0298
 CK0298.The modeled gravity was interpolated from observed gravity values.
 CK0298
 CK0298;                    North         East    Units  Estimated Accuracy
 CK0298;SPC GA E     -   230,950.      296,400.      MT  (+/- 180 meters Scaled)
 CK0298
 CK0298                          SUPERSEDED SURVEY CONTROL
 CK0298
 CK0298  NGVD 29 (03/21/89)    3.775  (m)           12.39   (f) ADJUSTED    1 2
 CK0298
 CK0298.Superseded values are not recommended for survey control.
 CK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0298.See file dsdata.txt to determine how the superseded data were derived.
 CK0298
 CK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR862492(NAD 83)
 CK0298_MARKER: DB = BENCH MARK DISK
 CK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0298_STAMPING: ELEV 12.533 FT A 37 1918
 CK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0298+STABILITY: SURFACE MOTION
 CK0298
 CK0298  HISTORY     - Date     Condition        Report By
 CK0298  HISTORY     - 1918     MONUMENTED       CGS
 CK0298  HISTORY     - 1955     GOOD             NGS
 CK0298  HISTORY     - 1975     MARK NOT FOUND   NGS
 CK0298
 CK0298                          STATION DESCRIPTION
 CK0298
 CK0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0298'AT TELFAIR JUNCTION.
 CK0298'AT TELFAIR JUNCTION, ALONG THE ATLANTIC COAST LINE RAILROAD,
 CK0298'ABOUT 2.7 MILES WEST OF SAVANNAH, ABOUT 0.9 MILE SOUTHEAST ALONG
 CK0298'THE A.C.L. RR FROM THE OVERPASS OF U.S. HIGHWAY 80 AT CENTRAL
 CK0298'JUNCTION, AT THE CROSSING OF THE A.C.L. RR AND TELFAIR ROAD,
 CK0298'ABOUT 146 YARDS NORTHWEST OF THE CONTROL TOWER AT TELFAIR JUNCTION,
 CK0298'ABOUT 55 YARDS NORTHEAST AND ACROSS TRACK FROM THE JUNCTION OF
 CK0298'TREMONT ROAD AND TELFAIR ROAD, 29.1 FEET NORTHEAST OF NORTHEAST
 CK0298'RAIL OF NORTHEAST TRACK OF THE A.C.L. RR, 22 FEET SOUTHEAST OF
 CK0298'CENTER LINE OF ROAD, 39 FEET NORTHWEST OF A TELEPHONE POLE, 21
 CK0298'FEET SOUTHWEST OF A TELEPHONE CABLE POLE ON LINE FOLLOWING TELFAIR
 CK0298'ROAD, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CK0298'3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 CK0298'POST (6-INCHES IN DIAMETER) PROJECTING 1 INCH.
 CK0298
 CK0298                          STATION RECOVERY (1975)
 CK0298
 CK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CK0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1273 ***********************************************************************
 BS1273  DESIGNATION -  A 370
 BS1273  PID         -  BS1273
 BS1273  STATE/COUNTY-  GA/TIFT
 BS1273  USGS QUAD   -  TIFTON WEST (1988)
 BS1273
 BS1273                         *CURRENT SURVEY CONTROL
 BS1273  ___________________________________________________________________
 BS1273* NAD 83(1986)-  31 27 35.     (N)    083 30 26.     (W)     SCALED    
 BS1273* NAVD 88     -       105.902  (meters)     347.45   (feet)  ADJUSTED  
 BS1273  ___________________________________________________________________
 BS1273  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BS1273  DYNAMIC HT  -         105.778 (meters)     347.04  (feet)  COMP
 BS1273  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 BS1273  OBS GRAVITY -     979,462.4   (mgal)                       GRAV_OBS
 BS1273
 BS1273  VERT ORDER  -  FIRST     CLASS II
 BS1273
 BS1273.The horizontal coordinates were scaled from a topographic map and have
 BS1273.an estimated accuracy of +/- 6 seconds.
 BS1273
 BS1273.The orthometric height was determined by differential leveling
 BS1273.and adjusted by the National Geodetic Survey in June 1991..
 BS1273
 BS1273.The geoid height was determined by GEOID03.
 BS1273
 BS1273.The dynamic height is computed by dividing the NAVD 88
 BS1273.geopotential number by the normal gravity value computed on the
 BS1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1273.degrees latitude (g = 980.6199 gals.).
 BS1273
 BS1273.The modeled gravity was interpolated from observed gravity values.
 BS1273.The observed gravity was obtained from relative gravimeter ties
 BS1273.to the IGSN71 gravity network.
 BS1273
 BS1273;                    North         East    Units  Estimated Accuracy
 BS1273;SPC GA W     -   162,000.      762,670.      MT  (+/- 180 meters Scaled)
 BS1273
 BS1273                          SUPERSEDED SURVEY CONTROL
 BS1273
 BS1273.No superseded survey control is available for this station.
 BS1273
 BS1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ617832(NAD 83)
 BS1273_MARKER: I = METAL ROD
 BS1273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BS1273_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BS1273_STAMPING: A 370 1978
 BS1273_PROJECTION: FLUSH
 BS1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BS1273+STABILITY: POSITION/ELEVATION WELL
 BS1273_ROD/PIPE-DEPTH: 12.5 meters
 BS1273_SLEEVE-DEPTH  : 6.10 meters
 BS1273
 BS1273  HISTORY     - Date     Condition        Report By
 BS1273  HISTORY     - 1978     MONUMENTED       NGS
 BS1273
 BS1273                          STATION DESCRIPTION
 BS1273
 BS1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BS1273'IN TIFTON.
 BS1273'AT THE INTERSECTION OF LOVE AVENUE AND EIGHTH STREET, IN THE SOUTHEAST
 BS1273'CORNER OF THE LAWN OF THE CITIZEN BANK OF TIFTON, 16.5 FEET NORTH OF
 BS1273'THE NORTH CURB RETURN OF EIGHTH STREET, 2 FEET WEST OF THE WEST EDGE
 BS1273'OF THE SIDEWALK ALONG LOVE AVENUE, AND 27 FEET SOUTHEAST OF THE
 BS1273'SOUTHEAST CORNER OF THE BUILDING. THIS BENCH MARK HAS BEEN
 BS1273'DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1207 ***********************************************************************
 DF1207  DESIGNATION -  A 374
 DF1207  PID         -  DF1207
 DF1207  STATE/COUNTY-  GA/RICHMOND
 DF1207  USGS QUAD   -  MARTINEZ (1980)
 DF1207
 DF1207                         *CURRENT SURVEY CONTROL
 DF1207  ___________________________________________________________________
 DF1207* NAD 83(1986)-  33 30 16.     (N)    082 00 56.     (W)     SCALED    
 DF1207* NAVD 88     -        95.559  (meters)     313.51   (feet)  ADJUSTED  
 DF1207  ___________________________________________________________________
 DF1207  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DF1207  DYNAMIC HT  -          95.459 (meters)     313.19  (feet)  COMP
 DF1207  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 DF1207
 DF1207  VERT ORDER  -  FIRST     CLASS II
 DF1207
 DF1207.The horizontal coordinates were scaled from a topographic map and have
 DF1207.an estimated accuracy of +/- 6 seconds.
 DF1207
 DF1207.The orthometric height was determined by differential leveling
 DF1207.and adjusted by the National Geodetic Survey in June 1991..
 DF1207
 DF1207.The geoid height was determined by GEOID03.
 DF1207
 DF1207.The dynamic height is computed by dividing the NAVD 88
 DF1207.geopotential number by the normal gravity value computed on the
 DF1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1207.degrees latitude (g = 980.6199 gals.).
 DF1207
 DF1207.The modeled gravity was interpolated from observed gravity values.
 DF1207
 DF1207;                    North         East    Units  Estimated Accuracy
 DF1207;SPC GA E     -   388,550.      214,040.      MT  (+/- 180 meters Scaled)
 DF1207
 DF1207                          SUPERSEDED SURVEY CONTROL
 DF1207
 DF1207.No superseded survey control is available for this station.
 DF1207
 DF1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT056076(NAD 83)
 DF1207_MARKER: I = METAL ROD
 DF1207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1207_SP_SET: STAINLESS STEEL ROD
 DF1207_STAMPING: A 374 1980
 DF1207_PROJECTION: FLUSH
 DF1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF1207+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DF1207_ROD/PIPE-DEPTH: 9.7  meters
 DF1207
 DF1207  HISTORY     - Date     Condition        Report By
 DF1207  HISTORY     - 1980     MONUMENTED       NGS
 DF1207  HISTORY     - 19941105 GOOD             NGS
 DF1207  HISTORY     - 20030603 GOOD             CRW
 DF1207
 DF1207                          STATION DESCRIPTION
 DF1207
 DF1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DF1207'3.1 KM NW FROM AUGUSTA.
 DF1207'3.1 KILOMETERS (1.95 MILES) NORTHWEST ALONG STATE HIGHWAY 28
 DF1207'(BROAD STREET) FROM THE INTERSECTION OF 7TH STREET IN AUGUSTA, TO
 DF1207'THE JUNCTION OF EISENHOWER DRIVE, AT THE SCOTTISH RITE TEMPLE CHURCH,
 DF1207'SET SOUTH OF A PLAQUE READING -ANCIENT AND ACCEPTED SCOTTISH RITE
 DF1207'OF FREE MASONARY- AT THE SOUTHWEST CORNER OF THE CHURCH, 12 METERS
 DF1207'(39.4 FEET) SOUTH-SOUTHEAST OF A 1.2-METER (4.0-FOOT) HIGH BRICK
 DF1207'RETAINING WALL, 6.2 METERS (20.4 FEET) NORTHEAST OF THE MOST
 DF1207'NORTHEASTERLY EDGE OF THE SIDEWALK, 0.82 METER (2.7 FEET) SOUTH
 DF1207'OF THE PLAGUE.
 DF1207'THE MARK IS ABOVE LEVEL WITH POAD.
 DF1207
 DF1207                          STATION RECOVERY (1994)
 DF1207
 DF1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DF1207'IN AUGUSTA ON PROPERTY OF THE SCOTTISH RITE TEMPLE, AT THE EAST CORNER
 DF1207'OF WASHINGTON RD AND EISENHOWER DRIVE, 1.6 MILES (2.6 KM) EAST AND SE
 DF1207'FROM I-20, AT THE WEST OR LEFT FRONT BUILDING CORNER, ABOUT UNDER A
 DF1207'FLAGPOLE MOUNTED TO THE WALL, 122 FT (37.2 M) NE OF 5-LANE WASHINGTON
 DF1207'RD, 90 FT (27.4 M) NE OF CURB OF SAME, 37 FT (11.3 M) NW OF BLDG
 DF1207'ENTRANCE, 3.8 FT (1.2 M) SE AND 2.0 FT (0.6 M) SW OF NW AND SW BLDG
 DF1207'WALLS, 2.7 FEET (0.8 M) SOUTH OF SE EDGE OF CORNERSTONE, 0.2 FT (6.1
 DF1207'CM) BELOW GROUND AND BEHIND BUSHES.
 DF1207
 DF1207                          STATION RECOVERY (2003)
 DF1207
 DF1207'RECOVERY NOTE BY CRANSTON ROBERTSON AND WHITEHURST 2003 (EWH)
 DF1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0850 ***********************************************************************
 DG0850  DESIGNATION -  A 3=819 USGS
 DG0850  PID         -  DG0850
 DG0850  STATE/COUNTY-  GA/PIKE
 DG0850  USGS QUAD   -  CONCORD (1981)
 DG0850
 DG0850                         *CURRENT SURVEY CONTROL
 DG0850  ___________________________________________________________________
 DG0850* NAD 83(1986)-  33 02 58.     (N)    084 29 18.     (W)     SCALED    
 DG0850* NAVD 88     -       249.856  (meters)     819.74   (feet)  ADJUSTED  
 DG0850  ___________________________________________________________________
 DG0850  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG0850  DYNAMIC HT  -         249.570 (meters)     818.80  (feet)  COMP
 DG0850  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 DG0850
 DG0850  VERT ORDER  -  FIRST     CLASS I
 DG0850
 DG0850.The horizontal coordinates were scaled from a topographic map and have
 DG0850.an estimated accuracy of +/- 6 seconds.
 DG0850
 DG0850.The orthometric height was determined by differential leveling
 DG0850.and adjusted by the National Geodetic Survey in June 1991..
 DG0850
 DG0850.The geoid height was determined by GEOID03.
 DG0850
 DG0850.The dynamic height is computed by dividing the NAVD 88
 DG0850.geopotential number by the normal gravity value computed on the
 DG0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0850.degrees latitude (g = 980.6199 gals.).
 DG0850
 DG0850.The modeled gravity was interpolated from observed gravity values.
 DG0850
 DG0850;                    North         East    Units  Estimated Accuracy
 DG0850;SPC GA W     -   338,130.      669,960.      MT  (+/- 180 meters Scaled)
 DG0850
 DG0850                          SUPERSEDED SURVEY CONTROL
 DG0850
 DG0850  NGVD 29 (??/??/92)  249.839  (m)          819.68   (f) ADJ UNCH    1 1
 DG0850
 DG0850.Superseded values are not recommended for survey control.
 DG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0850.See file dsdata.txt to determine how the superseded data were derived.
 DG0850
 DG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB345595(NAD 83)
 DG0850_MARKER: DD = SURVEY DISK
 DG0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0850_SP_SET: CHIMNEY
 DG0850_STAMPING: 819.719 819
 DG0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0850
 DG0850  HISTORY     - Date     Condition        Report By
 DG0850  HISTORY     - UNK      MONUMENTED       USGS
 DG0850  HISTORY     - 1968     GOOD             NGS
 DG0850
 DG0850                          STATION DESCRIPTION
 DG0850
 DG0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0850'2.8 MI NE FROM MOLENA.
 DG0850'ABOUT 2.85 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0850'JUNCTION OF STATE HIGHWAYS 18 AND 109 AT MOLENA, ABOUT 0.25
 DG0850'MILE NORTHEAST OF MILEPOST 39, ABOUT 0.15 MILE SOUTHWEST OF NEAL
 DG0850'BAPTIST CHURCH AND CEMETERY, SET VERTICALLY IN THE NORTHEAST
 DG0850'FACE OF THE SOUTHEAST ONE OF TWO CHIMNEYS ON THE NORTHEAST
 DG0850'SIDE OF A TWO-STORIED FARMHOUSE, 143 FEET WEST OF THE CENTER OF
 DG0850'THE CROSSING OF A DIRT ROAD LEADING NORTHWEST, 123.5 FEET
 DG0850'NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET ABOVE THE LEVEL OF THE
 DG0850'GROUND AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1460 ***********************************************************************
 EE1460  DESIGNATION -  A 386
 EE1460  PID         -  EE1460
 EE1460  STATE/COUNTY-  GA/FLOYD
 EE1460  USGS QUAD   -  ROME SOUTH (1985)
 EE1460
 EE1460                         *CURRENT SURVEY CONTROL
 EE1460  ___________________________________________________________________
 EE1460* NAD 83(1986)-  34 09 41.     (N)    085 10 03.     (W)     SCALED    
 EE1460* NAVD 88     -       216.376  (meters)     709.89   (feet)  ADJUSTED  
 EE1460  ___________________________________________________________________
 EE1460  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE1460  DYNAMIC HT  -         216.152 (meters)     709.16  (feet)  COMP
 EE1460  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 EE1460
 EE1460  VERT ORDER  -  FIRST     CLASS II
 EE1460
 EE1460.The horizontal coordinates were scaled from a topographic map and have
 EE1460.an estimated accuracy of +/- 6 seconds.
 EE1460
 EE1460.The orthometric height was determined by differential leveling
 EE1460.and adjusted by the National Geodetic Survey in June 1991..
 EE1460
 EE1460.The geoid height was determined by GEOID03.
 EE1460
 EE1460.The dynamic height is computed by dividing the NAVD 88
 EE1460.geopotential number by the normal gravity value computed on the
 EE1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1460.degrees latitude (g = 980.6199 gals.).
 EE1460
 EE1460.The modeled gravity was interpolated from observed gravity values.
 EE1460
 EE1460;                    North         East    Units  Estimated Accuracy
 EE1460;SPC GA W     -   461,860.      607,720.      MT  (+/- 180 meters Scaled)
 EE1460
 EE1460                          SUPERSEDED SURVEY CONTROL
 EE1460
 EE1460.No superseded survey control is available for this station.
 EE1460
 EE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC689815(NAD 83)
 EE1460_MARKER: I = METAL ROD
 EE1460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1460_SP_SET: STAINLESS STEEL ROD
 EE1460_STAMPING: A 386 1980
 EE1460_MARK LOGO: NGS   
 EE1460_PROJECTION: RECESSED 1 CENTIMETERS
 EE1460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1460+STABILITY: POSITION/ELEVATION WELL
 EE1460_ROD/PIPE-DEPTH: 7.31 meters
 EE1460
 EE1460  HISTORY     - Date     Condition        Report By
 EE1460  HISTORY     - 1980     MONUMENTED       NGS
 EE1460
 EE1460                          STATION DESCRIPTION
 EE1460
 EE1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EE1460'1.8 KM (1.1 MI) SSW FROM SILVER CREEK.
 EE1460'1.8 KILOMETERS (1.1 MILES) SOUTH-SOUTHWEST ALONG REESEBURG ROAD FROM
 EE1460'THE SILVER CREEK METHODIST CHURCH IN SILVER CREEK, TO THE MARK ON THE
 EE1460'RIGHT, 0.4 METER (1.3 FEET) EAST OF THE EAST END POST OF A 1.82
 EE1460'METER (6.0 FOOT) HIGH CHAIN LINK PROPERTY LINE FENCE DIVIDING THE
 EE1460'PROPERTIES OF MR. LARRY SCHROCK AND MR. STEVEN STANSELL, 9.39 METERS
 EE1460'(30.8 FEET) NORTH OF THE NORTH EDGE OF THE CONCRETE DRIVEWAY OF MR.
 EE1460'SCHROCK, 7.78 METERS (25.5 FEET) WEST OF THE CENTER OF THE ROAD, AND
 EE1460'5.37 METERS (17.6 FEET) SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 EE1460'DRIVEWAY OF MR. STANSELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1138 ***********************************************************************
 ED1138  DESIGNATION -  A 387
 ED1138  PID         -  ED1138
 ED1138  STATE/COUNTY-  GA/HABERSHAM
 ED1138  USGS QUAD   -  CLARKESVILLE (1985)
 ED1138
 ED1138                         *CURRENT SURVEY CONTROL
 ED1138  ___________________________________________________________________
 ED1138* NAD 83(1986)-  34 30 41.     (N)    083 31 42.     (W)     SCALED    
 ED1138* NAVD 88     -       458.590  (meters)    1504.56   (feet)  ADJUSTED  
 ED1138  ___________________________________________________________________
 ED1138  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 ED1138  DYNAMIC HT  -         458.099 (meters)    1502.95  (feet)  COMP
 ED1138  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 ED1138
 ED1138  VERT ORDER  -  FIRST     CLASS II
 ED1138
 ED1138.The horizontal coordinates were scaled from a topographic map and have
 ED1138.an estimated accuracy of +/- 6 seconds.
 ED1138
 ED1138.The orthometric height was determined by differential leveling
 ED1138.and adjusted by the National Geodetic Survey in June 1991..
 ED1138
 ED1138.The geoid height was determined by GEOID03.
 ED1138
 ED1138.The dynamic height is computed by dividing the NAVD 88
 ED1138.geopotential number by the normal gravity value computed on the
 ED1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1138.degrees latitude (g = 980.6199 gals.).
 ED1138
 ED1138.The modeled gravity was interpolated from observed gravity values.
 ED1138
 ED1138;                    North         East    Units  Estimated Accuracy
 ED1138;SPC GA W     -   500,410.      758,610.      MT  (+/- 180 meters Scaled)
 ED1138
 ED1138                          SUPERSEDED SURVEY CONTROL
 ED1138
 ED1138  NGVD 29 (12/12/91)  458.581  (m)         1504.53   (f) ADJUSTED    1 2
 ED1138
 ED1138.Superseded values are not recommended for survey control.
 ED1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1138.See file dsdata.txt to determine how the superseded data were derived.
 ED1138
 ED1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU678217(NAD 83)
 ED1138_MARKER: I = METAL ROD
 ED1138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ED1138_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ED1138_STAMPING: A 387 1982
 ED1138_MARK LOGO: NGS   
 ED1138_PROJECTION: FLUSH
 ED1138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1138+STABILITY: POSITION/ELEVATION WELL
 ED1138_ROD/PIPE-DEPTH: 7.9  meters
 ED1138_SLEEVE-DEPTH  : 6.1 meters
 ED1138
 ED1138  HISTORY     - Date     Condition        Report By
 ED1138  HISTORY     - UNK      MONUMENTED
 ED1138  HISTORY     - 1982     GOOD             NGS
 ED1138  HISTORY     - 1983     GOOD             NGS
 ED1138  HISTORY     - 19930806 GOOD             NGS
 ED1138
 ED1138                          STATION DESCRIPTION
 ED1138
 ED1138'DESCRIBED UNK
 ED1138'IN CORNELIA.
 ED1138'IN CORNELIA, AT THE POST OFFICE, LOCATED AT THE JUNCTION OF HODGES AND
 ED1138'WELLS STREETS, 0.08 KM (0.05 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS
 ED1138'23 (MAIN STREET) AND 441, NEAR THE NORTHWEST CORNER OF THE POST
 ED1138'OFFICE, BETWEEN THE WEST FOUNDATION OF THE BASEMENT ENTRANCE STEPS AND
 ED1138'THE EAST CURB OF THE PARKING LOT, 24.99 METERS (82.0 FT) NORTH OF THE
 ED1138'NORTH CURB OF HODGES STREET, 19.20 METERS (63.0 FT) NORTH OF THE METAL
 ED1138'FLAGPOLE OF THE POST OFFICE, 2.49 METERS (8.2 FT) WEST-SOUTHWEST OF
 ED1138'THE NORTHWEST CORNER OF THE POST OFFICE, 0.97 METER (3.2 FT) SOTHWEST
 ED1138'OF THE NORTH END OF THE METAL GUARDRAIL ON TOP OF THE ENTRANCE
 ED1138'FOUNDATION FOR THE BASEMENT.
 ED1138'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 ED1138
 ED1138                          STATION RECOVERY (1982)
 ED1138
 ED1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED1138'RECOVERED IN GOOD CONDITION.
 ED1138
 ED1138                          STATION RECOVERY (1983)
 ED1138
 ED1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED1138'RECOVERED IN GOOD CONDITION.
 ED1138
 ED1138                          STATION RECOVERY (1993)
 ED1138
 ED1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1138'THE FORMER POST OFFICE WHERE THIS MARK WAS SET IS NOW USED AS A PRIME
 ED1138'MEAT STORE, AND THE SIGN IN FRONT OF THE BUILDING HAS BEEN CHANGED
 ED1138'ACCORDINGLY.  OTHER PARTS OF THE 1982 DESCRIPTION ARE UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1471 ***********************************************************************
 EE1471  DESIGNATION -  A 388
 EE1471  PID         -  EE1471
 EE1471  STATE/COUNTY-  GA/GWINNETT
 EE1471  USGS QUAD   -  SUWANEE (1992)
 EE1471
 EE1471                         *CURRENT SURVEY CONTROL
 EE1471  ___________________________________________________________________
 EE1471* NAD 83(1986)-  34 01 56.     (N)    084 05 22.     (W)     SCALED    
 EE1471* NAVD 88     -       283.502  (meters)     930.12   (feet)  ADJUSTED  
 EE1471  ___________________________________________________________________
 EE1471  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1471  DYNAMIC HT  -         283.194 (meters)     929.11  (feet)  COMP
 EE1471  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 EE1471
 EE1471  VERT ORDER  -  FIRST     CLASS II
 EE1471
 EE1471.The horizontal coordinates were scaled from a topographic map and have
 EE1471.an estimated accuracy of +/- 6 seconds.
 EE1471
 EE1471.The orthometric height was determined by differential leveling
 EE1471.and adjusted by the National Geodetic Survey in June 1991..
 EE1471
 EE1471.The geoid height was determined by GEOID03.
 EE1471
 EE1471.The dynamic height is computed by dividing the NAVD 88
 EE1471.geopotential number by the normal gravity value computed on the
 EE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1471.degrees latitude (g = 980.6199 gals.).
 EE1471
 EE1471.The modeled gravity was interpolated from observed gravity values.
 EE1471
 EE1471;                    North         East    Units  Estimated Accuracy
 EE1471;SPC GA W     -   447,080.      707,130.      MT  (+/- 180 meters Scaled)
 EE1471
 EE1471                          SUPERSEDED SURVEY CONTROL
 EE1471
 EE1471  NGVD 29 (12/12/91)  283.447  (m)          929.94   (f) ADJUSTED    1 2
 EE1471
 EE1471.Superseded values are not recommended for survey control.
 EE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1471.See file dsdata.txt to determine how the superseded data were derived.
 EE1471
 EE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC687695(NAD 83)
 EE1471_MARKER: DB = BENCH MARK DISK
 EE1471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE1471_SP_SET: ABUTMENT
 EE1471_STAMPING: A 388 1982
 EE1471_MARK LOGO: NGS   
 EE1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1471
 EE1471  HISTORY     - Date     Condition        Report By
 EE1471  HISTORY     - 1982     MONUMENTED       NGS
 EE1471
 EE1471                          STATION DESCRIPTION
 EE1471
 EE1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EE1471'6.2 KM (3.85 MI) NE FROM DULUTH.
 EE1471'6.2 KM (3.85 MI) NORTHEAST ALONG STATE HIGHWAY 13 FROM THE
 EE1471'JUNCTION OF STATE HIGHWAY 120 IN DULUTH TO THE MARK ON THE
 EE1471'LEFT, IN TOP OF THE WEST END OF THE NORTHEAST ABUTMENT OF THE
 EE1471'BRIDGE OVER SUWANEE CREEK, 6.25 METERS (20.5 FT) NORTHWEST OF
 EE1471'THE CENTERLINE OF THE HIGHWAY, 0.43 METER (1.4 FT) NORTHEAST
 EE1471'OF THE SOUTHWEST EDGE OF THE ABUTMENT.
 EE1471'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1139 ***********************************************************************
 ED1139  DESIGNATION -  A 389
 ED1139  PID         -  ED1139
 ED1139  STATE/COUNTY-  GA/HABERSHAM
 ED1139  USGS QUAD   -  AYERSVILLE (1985)
 ED1139
 ED1139                         *CURRENT SURVEY CONTROL
 ED1139  ___________________________________________________________________
 ED1139* NAD 83(1986)-  34 31 15.     (N)    083 29 41.     (W)     SCALED    
 ED1139* NAVD 88     -       475.475  (meters)    1559.95   (feet)  ADJUSTED  
 ED1139  ___________________________________________________________________
 ED1139  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ED1139  DYNAMIC HT  -         474.964 (meters)    1558.28  (feet)  COMP
 ED1139  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 ED1139
 ED1139  VERT ORDER  -  FIRST     CLASS II
 ED1139
 ED1139.The horizontal coordinates were scaled from a topographic map and have
 ED1139.an estimated accuracy of +/- 6 seconds.
 ED1139
 ED1139.The orthometric height was determined by differential leveling
 ED1139.and adjusted by the National Geodetic Survey in June 1991..
 ED1139
 ED1139.The geoid height was determined by GEOID03.
 ED1139
 ED1139.The dynamic height is computed by dividing the NAVD 88
 ED1139.geopotential number by the normal gravity value computed on the
 ED1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1139.degrees latitude (g = 980.6199 gals.).
 ED1139
 ED1139.The modeled gravity was interpolated from observed gravity values.
 ED1139
 ED1139;                    North         East    Units  Estimated Accuracy
 ED1139;SPC GA W     -   501,480.      761,690.      MT  (+/- 180 meters Scaled)
 ED1139
 ED1139                          SUPERSEDED SURVEY CONTROL
 ED1139
 ED1139  NGVD 29 (12/12/91)  475.465  (m)         1559.92   (f) ADJUSTED    1 2
 ED1139
 ED1139.Superseded values are not recommended for survey control.
 ED1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1139.See file dsdata.txt to determine how the superseded data were derived.
 ED1139
 ED1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU710227(NAD 83)
 ED1139_MARKER: DV = VERTICAL CONTROL DISK
 ED1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ED1139_SP_SET: BRIDGE ABUTMENT
 ED1139_STAMPING: A 389 1982
 ED1139_MARK LOGO: NGS   
 ED1139_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ED1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1139+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 ED1139
 ED1139  HISTORY     - Date     Condition        Report By
 ED1139  HISTORY     - 1982     MONUMENTED       NGS
 ED1139  HISTORY     - 19930806 GOOD             NGS
 ED1139
 ED1139                          STATION DESCRIPTION
 ED1139
 ED1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1139'0.8 KM (0.5 MI) NE FROM MOUNT AIRY.
 ED1139'0.8 KM (0.5 MI) NORTHEAST ALONG U.S. HIGHWAY 123 AND STATE HIGHWAY 13
 ED1139'FROM THE POST OFFICE IN MOUNT AIRY TO THE MARK ON THE RIGHT, IN THE
 ED1139'TOP OF THE SOUTHEAST END OF A HIGHWAY OVERPASS BRIDGE OVER THE
 ED1139'SOUTHERN RAILROAD, 5.10 METERS (16.7 FT) EAST OF THE CENTERLINE OF
 ED1139'THE HIGHWAY, 0.30 METER (1.0 FT) NORTH OF THE SOUTHEAST END OF THE
 ED1139'BRIDGE.
 ED1139'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 ED1139'THE MARK IS 1.15 M ABOVE HIGHWAY.
 ED1139
 ED1139                          STATION RECOVERY (1993)
 ED1139
 ED1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1139'RECOVERED AS DESCRIBED EXCEPT THAT US 123 MENTIONED IN THE 1982
 ED1139'DESCRIPTION HAS BEEN RELOCATED TO THE NORTH.  MARK IS ALONG A COUNTY
 ED1139'RD KNOWN AS THE CORNELIA HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2497 ***********************************************************************
 DG2497  DESIGNATION -  A 390
 DG2497  PID         -  DG2497
 DG2497  STATE/COUNTY-  GA/FULTON
 DG2497  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2497
 DG2497                         *CURRENT SURVEY CONTROL
 DG2497  ___________________________________________________________________
 DG2497* NAD 83(1986)-  33 46 18.     (N)    084 23 41.     (W)     SCALED    
 DG2497* NAVD 88     -       294.860  (meters)     967.39   (feet)  ADJUSTED  
 DG2497  ___________________________________________________________________
 DG2497  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2497  DYNAMIC HT  -         294.532 (meters)     966.31  (feet)  COMP
 DG2497  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 DG2497
 DG2497  VERT ORDER  -  FIRST     CLASS II
 DG2497
 DG2497.The horizontal coordinates were scaled from a topographic map and have
 DG2497.an estimated accuracy of +/- 6 seconds.
 DG2497
 DG2497.The orthometric height was determined by differential leveling
 DG2497.and adjusted by the National Geodetic Survey in June 1991..
 DG2497
 DG2497.The geoid height was determined by GEOID03.
 DG2497
 DG2497.The dynamic height is computed by dividing the NAVD 88
 DG2497.geopotential number by the normal gravity value computed on the
 DG2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2497.degrees latitude (g = 980.6199 gals.).
 DG2497
 DG2497.The modeled gravity was interpolated from observed gravity values.
 DG2497
 DG2497;                    North         East    Units  Estimated Accuracy
 DG2497;SPC GA W     -   418,200.      678,880.      MT  (+/- 180 meters Scaled)
 DG2497
 DG2497                          SUPERSEDED SURVEY CONTROL
 DG2497
 DG2497  NGVD 29 (12/12/91)  294.780  (m)          967.12   (f) ADJUSTED    1 2
 DG2497
 DG2497.Superseded values are not recommended for survey control.
 DG2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2497.See file dsdata.txt to determine how the superseded data were derived.
 DG2497
 DG2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC412398(NAD 83)
 DG2497_MARKER: I = METAL ROD
 DG2497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG2497_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DG2497_STAMPING: A 390 1982
 DG2497_MARK LOGO: NGS   
 DG2497_PROJECTION: FLUSH
 DG2497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2497+STABILITY: POSITION/ELEVATION WELL
 DG2497_ROD/PIPE-DEPTH: 17.1 meters
 DG2497_SLEEVE-DEPTH  : 6.1 meters
 DG2497
 DG2497  HISTORY     - Date     Condition        Report By
 DG2497  HISTORY     - 1982     MONUMENTED       NGS
 DG2497
 DG2497                          STATION DESCRIPTION
 DG2497
 DG2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DG2497'IN ATLANTA.
 DG2497'IN ATLANTA, ALONG NORTH AVENUE ON THE SOUTHERN PART OF THE
 DG2497'PROPERTY OF THE UNIVERSITY OF GEORGIA TECH AT THE FLAGPOLE,
 DG2497'7.92 METERS (26.0 FT) SOUTH OF THE SOUTH EDGE OF THE TWO WALK
 DG2497'WAYS THAT CROSS IN FRONT OF THE CARNEGIE BUILDING,
 DG2497'1.46 METERS (4.8 FT) NORTH OF THE FLAGPOLE.
 DG2497'THE MARK IS 1.5 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1242 ***********************************************************************
 ED1242  DESIGNATION -  A 391
 ED1242  PID         -  ED1242
 ED1242  STATE/COUNTY-  GA/RABUN
 ED1242  USGS QUAD   -  TIGER (1972)
 ED1242
 ED1242                         *CURRENT SURVEY CONTROL
 ED1242  ___________________________________________________________________
 ED1242* NAD 83(1986)-  34 45 01.     (N)    083 23 58.     (W)     SCALED    
 ED1242* NAVD 88     -       502.014  (meters)    1647.02   (feet)  ADJUSTED  
 ED1242  ___________________________________________________________________
 ED1242  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 ED1242  DYNAMIC HT  -         501.471 (meters)    1645.24  (feet)  COMP
 ED1242  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 ED1242
 ED1242  VERT ORDER  -  FIRST     CLASS II
 ED1242
 ED1242.The horizontal coordinates were scaled from a topographic map and have
 ED1242.an estimated accuracy of +/- 6 seconds.
 ED1242
 ED1242.The orthometric height was determined by differential leveling
 ED1242.and adjusted by the National Geodetic Survey in June 1991..
 ED1242
 ED1242.The geoid height was determined by GEOID03.
 ED1242
 ED1242.The dynamic height is computed by dividing the NAVD 88
 ED1242.geopotential number by the normal gravity value computed on the
 ED1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1242.degrees latitude (g = 980.6199 gals.).
 ED1242
 ED1242.The modeled gravity was interpolated from observed gravity values.
 ED1242
 ED1242;                    North         East    Units  Estimated Accuracy
 ED1242;SPC GA W     -   526,990.      770,240.      MT  (+/- 180 meters Scaled)
 ED1242
 ED1242                          SUPERSEDED SURVEY CONTROL
 ED1242
 ED1242  NGVD 29 (12/12/91)  502.007  (m)         1647.00   (f) ADJUSTED    1 2
 ED1242
 ED1242.Superseded values are not recommended for survey control.
 ED1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1242.See file dsdata.txt to determine how the superseded data were derived.
 ED1242
 ED1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU803479(NAD 83)
 ED1242_MARKER: DV = VERTICAL CONTROL DISK
 ED1242_SETTING: 66 = SET IN ROCK OUTCROP
 ED1242_SP_SET: ROCK OUTCROP
 ED1242_STAMPING: A 391 1982
 ED1242_MARK LOGO: NGS   
 ED1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1242+STABILITY: POSITION/ELEVATION WELL
 ED1242
 ED1242  HISTORY     - Date     Condition        Report By
 ED1242  HISTORY     - 1982     MONUMENTED       NGS
 ED1242  HISTORY     - 19941119 GOOD             NGS
 ED1242  HISTORY     - 19950808 GOOD             NGS
 ED1242
 ED1242                          STATION DESCRIPTION
 ED1242
 ED1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1242'1.8 KM (1.1 MI) NW FROM TALLULAH FALLS.
 ED1242'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST
 ED1242'OFFICE IN TALLULAH FALLS TO THE MARK ON THE LEFT, 12.40 METERS
 ED1242'(41.0 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 34.70 METERS
 ED1242'(114.0 FT) NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE SIGN.
 ED1242'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 ED1242'THE MARK IS 0.30 M ABOVE HIGHWAY.
 ED1242
 ED1242                          STATION RECOVERY (1994)
 ED1242
 ED1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED1242'1.05 MILE (1.69 KM) NW AND NORTH ALONG US HIGHWAYS 23 AND 441 FROM THE
 ED1242'NW END OF NEW BRIDGE OVER TALLULAH GORGE (TERRORA PARK AND BM Z 387
 ED1242'RESET HERE) TO THE MARK ON THE LEFT IN THE SOUTH AND LOWEST PART OF A
 ED1242'ROCK CUT, 256 FT (78.0 M) SOUTH OF A HIGH-TENSION POWER LINE CROSSING,
 ED1242'114 FT (34.7 M) NE FROM A TELEPHONE CABLE SIGN, 94 FT (28.7 M) NORTH
 ED1242'OF NORTH END OF GUARDRAIL, 41 FT (12.5 M) WEST OF HWY, OPPOSITE A
 ED1242'POINT 20 FT (6.1 M) SOUTH OF A CAUTION SIGN--LEFT CURVE--ACROSS HWY, 2
 ED1242'FT (0.6 M) SE OF A WITNESS POST, ABOUT 4 FT (1.2 M) ABOVE HWY.
 ED1242
 ED1242                          STATION RECOVERY (1995)
 ED1242
 ED1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 ED1242'SPECIFIC RECOVERY NOTES FOR THIS MARK WERE LOST, BUT IT IS REMEMBERED
 ED1242'AS BEING ROUGHLY 500 FT (152.4 M) SOUTH ALONG THE HIGHWAY FROM THE
 ED1242'CENTER OF A HIGH-TENSION LINE CROSSING AND AT THE NORTH END OF A
 ED1242'CLEARING, RIGHT UP AGAINST THE WOODS LINE, KIND OF AT THE SE CORNER OF
 ED1242'THE WOODS.  APPROACHING FROM THE SOUTH, YOU COULD SEE THE WITNESS POST
 ED1242'FROM SOME DISTANCE AWAY.  THE TALLULAH PARK POST OFFICE WHICH WAS THE
 ED1242'BEGINNING POINT FOR THE MILEAGE HAS BEEN MOVED INTO THE CITY, BUT WAS
 ED1242'LOCATED JUST SOUTH OF THE SOUTH END OF THE HIGHWAY BRIDGE OVER
 ED1242'TALLULAH FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1518 ***********************************************************************
 EE1518  DESIGNATION -  A 392
 EE1518  PID         -  EE1518
 EE1518  STATE/COUNTY-  GA/DADE
 EE1518  USGS QUAD   -  HOOKER (1982)
 EE1518
 EE1518                         *CURRENT SURVEY CONTROL
 EE1518  ___________________________________________________________________
 EE1518* NAD 83(1986)-  34 58 37.     (N)    085 27 03.     (W)     SCALED    
 EE1518* NAVD 88     -       246.383  (meters)     808.34   (feet)  ADJUSTED  
 EE1518  ___________________________________________________________________
 EE1518  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE1518  DYNAMIC HT  -         246.142 (meters)     807.55  (feet)  COMP
 EE1518  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EE1518
 EE1518  VERT ORDER  -  FIRST     CLASS II
 EE1518
 EE1518.The horizontal coordinates were scaled from a topographic map and have
 EE1518.an estimated accuracy of +/- 6 seconds.
 EE1518
 EE1518.The orthometric height was determined by differential leveling
 EE1518.and adjusted by the National Geodetic Survey in June 1991..
 EE1518
 EE1518.The geoid height was determined by GEOID03.
 EE1518
 EE1518.The dynamic height is computed by dividing the NAVD 88
 EE1518.geopotential number by the normal gravity value computed on the
 EE1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1518.degrees latitude (g = 980.6199 gals.).
 EE1518
 EE1518.The modeled gravity was interpolated from observed gravity values.
 EE1518
 EE1518;                    North         East    Units  Estimated Accuracy
 EE1518;SPC GA W     -   552,620.      582,750.      MT  (+/- 180 meters Scaled)
 EE1518
 EE1518                          SUPERSEDED SURVEY CONTROL
 EE1518
 EE1518.No superseded survey control is available for this station.
 EE1518
 EE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD414715(NAD 83)
 EE1518_MARKER: DB = BENCH MARK DISK
 EE1518_SETTING: 66 = SET IN ROCK OUTCROP
 EE1518_SP_SET: ROCK OUTCROP
 EE1518_STAMPING: A 392 1983
 EE1518_MARK LOGO: NGS   
 EE1518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1518+STABILITY: POSITION/ELEVATION WELL
 EE1518
 EE1518  HISTORY     - Date     Condition        Report By
 EE1518  HISTORY     - 1983     MONUMENTED       NGS
 EE1518
 EE1518                          STATION DESCRIPTION
 EE1518
 EE1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1518'1.6 KM (1.0 MI) WEST FROM HOOKER.
 EE1518'1.6 KM (1.0 MI) WEST ALONG STATE HIGHWAY 299 FROM THE CHURCH OF CHRIST
 EE1518'CHURCH IN HOOKER, 11.89 METERS (39.0 FT) SOUTH-SOUTHWEST OF THE
 EE1518'CENTERLINE OF THE HIGHWAY, 41.85 METERS (137.3 FT) EAST-SOUTHEAST OF
 EE1518'THE NORTHWEST CORNER OF A BARBED WIRE FENCE, 6.10 METERS (20.0 FT)
 EE1518'WEST-NORTHWEST OF THE EXTENDED CENTER OF A DIRT LANE LEADING NORTH,
 EE1518'AND 1.89 METERS (6.2 FT) NORTH-NORTHEAST OF A BARBED WIRE FENCE.
 EE1518'THE MARK IS 1.89 METERS  NNE FROM A WITNESS POST.
 EE1518'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5784 ***********************************************************************
 CK5784  DESIGNATION -  A 393
 CK5784  PID         -  CK5784
 CK5784  STATE/COUNTY-  GA/CHATHAM
 CK5784  USGS QUAD   -  FORT PULASKI (1978)
 CK5784
 CK5784                         *CURRENT SURVEY CONTROL
 CK5784  ___________________________________________________________________
 CK5784* NAD 83(1986)-  32 01 08.     (N)    080 54 01.     (W)     SCALED    
 CK5784* NAVD 88     -         1.372  (meters)       4.50   (feet)  ADJUSTED  
 CK5784  ___________________________________________________________________
 CK5784  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 CK5784  DYNAMIC HT  -           1.370 (meters)       4.49  (feet)  COMP
 CK5784  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CK5784
 CK5784  VERT ORDER  -  FIRST     CLASS II
 CK5784
 CK5784.The horizontal coordinates were scaled from a topographic map and have
 CK5784.an estimated accuracy of +/- 6 seconds.
 CK5784
 CK5784.The orthometric height was determined by differential leveling
 CK5784.and adjusted by the National Geodetic Survey in May 1994..
 CK5784
 CK5784.The geoid height was determined by GEOID03.
 CK5784
 CK5784.The dynamic height is computed by dividing the NAVD 88
 CK5784.geopotential number by the normal gravity value computed on the
 CK5784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5784.degrees latitude (g = 980.6199 gals.).
 CK5784
 CK5784.The modeled gravity was interpolated from observed gravity values.
 CK5784
 CK5784;                    North         East    Units  Estimated Accuracy
 CK5784;SPC GA E     -   224,510.      319,630.      MT  (+/- 180 meters Scaled)
 CK5784
 CK5784                          SUPERSEDED SURVEY CONTROL
 CK5784
 CK5784  NGVD 29 (09/01/92)    1.659  (m)            5.44   (f) ADJUSTED    1 2
 CK5784
 CK5784.Superseded values are not recommended for survey control.
 CK5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5784.See file dsdata.txt to determine how the superseded data were derived.
 CK5784
 CK5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR094425(NAD 83)
 CK5784_MARKER: I = METAL ROD
 CK5784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK5784_SP_SET: STAINLESS STEEL ROD
 CK5784_STAMPING: A 393 1991
 CK5784_MARK LOGO: NGS   
 CK5784_PROJECTION: FLUSH
 CK5784_MAGNETIC: I = MARKER IS A STEEL ROD
 CK5784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CK5784+STABILITY: POSITION/ELEVATION WELL
 CK5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5784+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CK5784_ROD/PIPE-DEPTH: 31.0 meters
 CK5784
 CK5784  HISTORY     - Date     Condition        Report By
 CK5784  HISTORY     - 1991     MONUMENTED       NGS
 CK5784  HISTORY     - 19961231 GOOD             USPSQD
 CK5784  HISTORY     - 20021220 MARK NOT FOUND   USPSQD
 CK5784  HISTORY     - 20050226 MARK NOT FOUND   USPSQD
 CK5784  HISTORY     - 20051205 GOOD             GADT
 CK5784
 CK5784                          STATION DESCRIPTION
 CK5784
 CK5784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CK5784'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK5784'OF STATE HIGHWAY 204 IN SAVANNAH, 66.4 M (217.8 FT) WEST OF A
 CK5784'FLAGPOLE AT THE ENTRANCE TO FORT PULASKI NATIONAL MONUMENT, 29.8 M
 CK5784'(97.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.1 M (16.7 FT) SOUTHEAST
 CK5784'OF A UTILITY POLE, 2.8 M (9.2 FT) NORTHEAST OF A 16-INCH PALM TREE,
 CK5784'2.1 M (6.9 FT) SOUTH OF A WITNESS POST, AND 0.6 M (2.0 FT) BELOW THE
 CK5784'LEVEL OF THE HIGHWAY.
 CK5784
 CK5784                          STATION RECOVERY (1996)
 CK5784
 CK5784'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5784'RECOVERED IN GOOD CONDITION.
 CK5784
 CK5784                          STATION RECOVERY (2002)
 CK5784
 CK5784'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK5784'MARK NOT FOUND.
 CK5784
 CK5784                          STATION RECOVERY (2005)
 CK5784
 CK5784'RECOVERY NOTE BY US POWER SQUADRON 2005 (JPW)
 CK5784'WITNESS POST NO LONGER EXIST. MARKER LOCATION IS ON A GRAVEL PATH.
 CK5784'COULD NOT FIND.
 CK5784
 CK5784                          STATION RECOVERY (2005)
 CK5784
 CK5784'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 CK5784'THE FOLLOWING LOCAL DISTANCES WILL HELP TO BETTER LOCATE THE MARK-78.6
 CK5784'FT NORTH OF EDGE PAVEMENT OF US80 + 16.65 FEET SOUTHEAST OF P/POLE +
 CK5784'217.9 FEET WEST-SOUTHWEST OF THE FLAGPOLE IN FRONT OF THE GUARD HOUSE
 CK5784'AT ENTRANCE TO FORT PULASKI AND 9.15 FEET NORTHEAST OF A PALM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1739 ***********************************************************************
 BR1739  DESIGNATION -  A 394
 BR1739  PID         -  BR1739
 BR1739  STATE/COUNTY-  GA/MCINTOSH
 BR1739  USGS QUAD   -  EULONIA (1980)
 BR1739
 BR1739                         *CURRENT SURVEY CONTROL
 BR1739  ___________________________________________________________________
 BR1739* NAD 83(1986)-  31 37 07.     (N)    081 24 05.     (W)     SCALED    
 BR1739* NAVD 88     -         5.809  (meters)      19.06   (feet)  ADJUSTED  
 BR1739  ___________________________________________________________________
 BR1739  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 BR1739  DYNAMIC HT  -           5.802 (meters)      19.04  (feet)  COMP
 BR1739  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 BR1739
 BR1739  VERT ORDER  -  FIRST     CLASS II
 BR1739
 BR1739.The horizontal coordinates were scaled from a topographic map and have
 BR1739.an estimated accuracy of +/- 6 seconds.
 BR1739
 BR1739.The orthometric height was determined by differential leveling
 BR1739.and adjusted by the National Geodetic Survey in May 1994..
 BR1739
 BR1739.The geoid height was determined by GEOID03.
 BR1739
 BR1739.The dynamic height is computed by dividing the NAVD 88
 BR1739.geopotential number by the normal gravity value computed on the
 BR1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1739.degrees latitude (g = 980.6199 gals.).
 BR1739
 BR1739.The modeled gravity was interpolated from observed gravity values.
 BR1739
 BR1739;                    North         East    Units  Estimated Accuracy
 BR1739;SPC GA E     -   179,690.      272,610.      MT  (+/- 180 meters Scaled)
 BR1739
 BR1739                          SUPERSEDED SURVEY CONTROL
 BR1739
 BR1739  NGVD 29 (09/01/92)    6.106  (m)           20.03   (f) ADJUSTED    1 2
 BR1739
 BR1739.Superseded values are not recommended for survey control.
 BR1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1739.See file dsdata.txt to determine how the superseded data were derived.
 BR1739
 BR1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ619982(NAD 83)
 BR1739_MARKER: I = METAL ROD
 BR1739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BR1739_SP_SET: STAINLESS STEEL ROD
 BR1739_STAMPING: A 394 1991
 BR1739_MARK LOGO: NGS   
 BR1739_PROJECTION: FLUSH
 BR1739_MAGNETIC: I = MARKER IS A STEEL ROD
 BR1739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BR1739+STABILITY: POSITION/ELEVATION WELL
 BR1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR1739+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BR1739_ROD/PIPE-DEPTH: 23.5 meters
 BR1739
 BR1739  HISTORY     - Date     Condition        Report By
 BR1739  HISTORY     - 1991     MONUMENTED       NGS
 BR1739
 BR1739                          STATION DESCRIPTION
 BR1739
 BR1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BR1739'14.5 KM (9.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 BR1739'OFFICE IN RICEBORO, 30.5 M (100.1 FT) SOUTH OF THE CENTER OF THE
 BR1739'ENTRANCE GATE TO THE MCINTOSH FAMILY CEMETERY, 21.4 M (70.2 FT) WEST
 BR1739'OF THE HIGHWAY CENTERLINE, 5.7 M (18.7 FT) NORTH OF THE CENTER OF A
 BR1739'TRACK ROAD, 1.2 M (3.9 FT) EAST OF THE SOUTHEAST CORNER OF A
 BR1739'CHAIN-LINK FENCE AROUND THE CEMETERY, AND 0.3 M (1.0 FT) BELOW THE
 BR1739'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BR1739'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2529 ***********************************************************************
 BC2529  DESIGNATION -  A 394 X
 BC2529  PID         -  BC2529
 BC2529  STATE/COUNTY-  GA/CAMDEN
 BC2529  USGS QUAD   -  KINGSLAND (1993)
 BC2529
 BC2529                         *CURRENT SURVEY CONTROL
 BC2529  ___________________________________________________________________
 BC2529* NAD 83(1986)-  30 47 38.     (N)    081 41 24.     (W)     SCALED    
 BC2529* NAVD 88     -         8.494  (meters)      27.87   (feet)  ADJUSTED  
 BC2529  ___________________________________________________________________
 BC2529  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC2529  DYNAMIC HT  -           8.483 (meters)      27.83  (feet)  COMP
 BC2529  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BC2529
 BC2529  VERT ORDER  -  FIRST     CLASS II
 BC2529
 BC2529.The horizontal coordinates were scaled from a topographic map and have
 BC2529.an estimated accuracy of +/- 6 seconds.
 BC2529
 BC2529.The orthometric height was determined by differential leveling
 BC2529.and adjusted by the National Geodetic Survey in May 1994..
 BC2529
 BC2529.The geoid height was determined by GEOID03.
 BC2529
 BC2529.The dynamic height is computed by dividing the NAVD 88
 BC2529.geopotential number by the normal gravity value computed on the
 BC2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2529.degrees latitude (g = 980.6199 gals.).
 BC2529
 BC2529.The modeled gravity was interpolated from observed gravity values.
 BC2529
 BC2529;                    North         East    Units  Estimated Accuracy
 BC2529;SPC GA E     -    88,100.      245,620.      MT  (+/- 180 meters Scaled)
 BC2529
 BC2529                          SUPERSEDED SURVEY CONTROL
 BC2529
 BC2529  NGVD 29 (09/01/92)    8.848  (m)           29.03   (f) ADJUSTED    1 2
 BC2529
 BC2529.Superseded values are not recommended for survey control.
 BC2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2529.See file dsdata.txt to determine how the superseded data were derived.
 BC2529
 BC2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ339069(NAD 83)
 BC2529_MARKER: I = METAL ROD
 BC2529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2529_SP_SET: STAINLESS STEEL ROD
 BC2529_STAMPING: A 394 X 1991
 BC2529_MARK LOGO: NGS   
 BC2529_PROJECTION: FLUSH
 BC2529_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC2529+STABILITY: POSITION/ELEVATION WELL
 BC2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2529+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BC2529_ROD/PIPE-DEPTH: 15.2 meters
 BC2529
 BC2529  HISTORY     - Date     Condition        Report By
 BC2529  HISTORY     - 1991     MONUMENTED       NGS
 BC2529  HISTORY     - 20050202 GOOD             GADT
 BC2529
 BC2529                          STATION DESCRIPTION
 BC2529
 BC2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2529'IN KINGSLAND, AT THE INTERSECTION OF LAWNWOOD AVENUE AND SOUTH ORNGE
 BC2529'EDWARDS BOULEVARD, 106.2 M (348.4 FT) SOUTH OF THE AVENUE CENTERLINE,
 BC2529'48.7 M (159.8 FT) EAST OF AND LEVEL WITH THE BOULEVARD CENTERLINE,
 BC2529'AND 1.0 M (3.3 FT) WEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 BC2529'AROUND A SELF-STORAGE COMPLEX.  NOTE--ACCESS TO THE DATUM POINT IS
 BC2529'THROUGH A 5-INCH LOGO CAP.
 BC2529
 BC2529                          STATION RECOVERY (2005)
 BC2529
 BC2529'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BC2529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3034 ***********************************************************************
 AB3034  DESIGNATION -  A 395
 AB3034  PID         -  AB3034
 AB3034  STATE/COUNTY-  GA/CHATHAM
 AB3034  USGS QUAD   -  SAVANNAH (1978)
 AB3034
 AB3034                         *CURRENT SURVEY CONTROL
 AB3034  ___________________________________________________________________
 AB3034* NAD 83(1986)-  32 05 53.     (N)    081 05 24.     (W)     SCALED    
 AB3034* NAVD 88     -         7.153  (meters)      23.47   (feet)  ADJUSTED  
 AB3034  ___________________________________________________________________
 AB3034  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AB3034  DYNAMIC HT  -           7.145 (meters)      23.44  (feet)  COMP
 AB3034  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 AB3034
 AB3034  VERT ORDER  -  SECOND    CLASS I
 AB3034
 AB3034.The horizontal coordinates were scaled from a topographic map and have
 AB3034.an estimated accuracy of +/- 6 seconds.
 AB3034
 AB3034.The orthometric height was determined by differential leveling
 AB3034.and adjusted by the National Geodetic Survey in April 1998..
 AB3034
 AB3034.The geoid height was determined by GEOID03.
 AB3034
 AB3034.The dynamic height is computed by dividing the NAVD 88
 AB3034.geopotential number by the normal gravity value computed on the
 AB3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3034.degrees latitude (g = 980.6199 gals.).
 AB3034
 AB3034.The modeled gravity was interpolated from observed gravity values.
 AB3034
 AB3034;                    North         East    Units  Estimated Accuracy
 AB3034;SPC GA E     -   233,100.      301,620.      MT  (+/- 180 meters Scaled)
 AB3034
 AB3034                          SUPERSEDED SURVEY CONTROL
 AB3034
 AB3034.No superseded survey control is available for this station.
 AB3034
 AB3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR915513(NAD 83)
 AB3034_MARKER: DV = VERTICAL CONTROL DISK
 AB3034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB3034_SP_SET: BRIDGE
 AB3034_STAMPING: A 395 1992
 AB3034_MARK LOGO: NGS   
 AB3034_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB3034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3034+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 AB3034
 AB3034  HISTORY     - Date     Condition        Report By
 AB3034  HISTORY     - 1992     MONUMENTED       NGS
 AB3034  HISTORY     - 19961118 GOOD             SCGS
 AB3034  HISTORY     - 20040831 GOOD             GADT
 AB3034
 AB3034                          STATION DESCRIPTION
 AB3034
 AB3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3034'AT THE SW END OF TWO-LANE BRIDGE CARRYING US 17 ALTERNATE OVER THE
 AB3034'BACK RIVER IN A NORTHEAST DIRECTION, ABOUT 500 NE OF NE END OF NEW
 AB3034'FOUR-LANE BRIDGE OVER SAVANNAH RIVER, 18 FEET (5.5 M) SE OF CENTERLINE
 AB3034'OF HIGHWAY, 10.6 FEET (3.2 M) SW OF BENCHMARK X 206 WHICH IS UNDER A
 AB3034'GUARDRAIL, 5 FEET (1.5 M) NE OF SW END OF ABUTMENT AND ABOUT ONE FOOT
 AB3034'ABOVE PAVEMENT.
 AB3034
 AB3034                          STATION RECOVERY (1996)
 AB3034
 AB3034'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3034'STATION IS LOCATED 1.15 MILES (1.85 KM) NORTH OF SAVANNAH.
 AB3034'OWNERSHIP--GEORGIA RIGHT OF WAY.  TO REACH THE STATION FROM THE EAST
 AB3034'JUNCTION OF U.S.  HIGHWAY 17 ALTERNATE AND INTERSTATE 16 ON THE WEST
 AB3034'SIDE OF SAVANNAH, GO NORTH NORTHEAST ON HIGHWAY 17 ALTERNATE FOR 2.0
 AB3034'MILES (3.2 KM) TO THE STATION ON THE RIGHT AT THE SOUTH CORNER OF THE
 AB3034'BRIDGE OVER THE BACK RIVER.  STATION IS A DRILL MARK IN THE ABUTMENT
 AB3034'OF THE BRIDGE AND 1.0 FOOT (0.3 M) ABOVE THE HIGHWAY, 9.5 FEET (2.9 M)
 AB3034'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 10.6 FEET (3.2 M) SOUTH
 AB3034'OF BENCH MARK X 202, 18.0 FEET (5.5 M) SOUTHEAST OF THE CENTER OF THE
 AB3034'HIGHWAY, 2.0 FEET (0.6 M) NORTH NORTHWEST OF A WITNESS POST.
 AB3034'RECOVERED BY R.W.  ROBERTS.
 AB3034
 AB3034                          STATION RECOVERY (2004)
 AB3034
 AB3034'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 AB3034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6408 ***********************************************************************
 AA6408  DESIGNATION -  A 396
 AA6408  PID         -  AA6408
 AA6408  STATE/COUNTY-  GA/HENRY
 AA6408  USGS QUAD   -  MC DONOUGH (1981)
 AA6408
 AA6408                         *CURRENT SURVEY CONTROL
 AA6408  ___________________________________________________________________
 AA6408* NAD 83(1986)-  33 22 55.     (N)    084 10 44.     (W)     SCALED    
 AA6408* NAVD 88     -       238.782  (meters)     783.40   (feet)  ADJUSTED  
 AA6408  ___________________________________________________________________
 AA6408  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA6408  DYNAMIC HT  -         238.512 (meters)     782.52  (feet)  COMP
 AA6408  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 AA6408
 AA6408  VERT ORDER  -  FIRST     CLASS II
 AA6408
 AA6408.The horizontal coordinates were scaled from a topographic map and have
 AA6408.an estimated accuracy of +/- 6 seconds.
 AA6408
 AA6408.The orthometric height was determined by differential leveling
 AA6408.and adjusted by the National Geodetic Survey in April 2001..
 AA6408
 AA6408.The geoid height was determined by GEOID03.
 AA6408
 AA6408.The dynamic height is computed by dividing the NAVD 88
 AA6408.geopotential number by the normal gravity value computed on the
 AA6408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6408.degrees latitude (g = 980.6199 gals.).
 AA6408
 AA6408.The modeled gravity was interpolated from observed gravity values.
 AA6408
 AA6408;                    North         East    Units  Estimated Accuracy
 AA6408;SPC GA W     -   374,960.      698,860.      MT  (+/- 180 meters Scaled)
 AA6408
 AA6408                          SUPERSEDED SURVEY CONTROL
 AA6408
 AA6408.No superseded survey control is available for this station.
 AA6408
 AA6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB624971(NAD 83)
 AA6408_MARKER: DD = SURVEY DISK
 AA6408_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA6408_SP_SET: RETAINING WING WALL OF BRIDGE
 AA6408_STAMPING: A 396 1995
 AA6408_MARK LOGO: NOS   
 AA6408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6408+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA6408
 AA6408  HISTORY     - Date     Condition        Report By
 AA6408  HISTORY     - 1995     MONUMENTED       NGS
 AA6408
 AA6408                          STATION DESCRIPTION
 AA6408
 AA6408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA6408'THE STATION IS LOCATED 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF MCDONOUGH, 5
 AA6408'MI (8.0 KM) EAST OF HAMPTON ALONG GA STATE ROUTE 155 AT THE NORTHWEST
 AA6408'SIDE OF A LARGE CULVERT OVER INDIAN CREEK IN THE TOP OF THE WEST END
 AA6408'OF A CONCRETE RETAINING WINGWALL.  TO REACH FROM BELOW CENTER OF THE
 AA6408'I-75 OVERPASS OVER GA STATE ROUTE 155 (EXIT 69) ABOUT 2 MI (3.2 KM)
 AA6408'SOUTH-SOUTHWEST OF MCDONOUGH, GO SOUTH ON GA ROUTE 155 FOR 2.55 MI
 AA6408'(4.10 KM) TO THE CULVERT OVER INDIAN CREEK JUST BEFORE WALKER ROAD ON
 AA6408'THE RIGHT.  THE MARK IS IN THE TOP OF A CONCRETE RETAINING WINGWALL AT
 AA6408'THE NORTHWEST SIDE OF THE CULVERT.  IT IS AN NOS BRONZE DISK CEMENTED
 AA6408'IN A DRILL HOLE IN THE CONCRETE TOP OF THE WINGWALL, IT IS 40.0 M
 AA6408'(131.2 FT) NORTH OF THE CENTERLINE OF WALKER DRIVE, 9.69 M (31.79 FT)
 AA6408'WEST OF THE CENTERLINE OF GA HWY 155 (TWO LANE SURFACED) AND 2.0 M
 AA6408'(6.6 FT) NORTHEAST OF THE NORTH BANK OF INDIAN CREEK. DESCRIBED BY
 AA6408'C.S.  MIDDLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ3105 ***********************************************************************
 AJ3105  DESIGNATION -  A 398
 AJ3105  PID         -  AJ3105
 AJ3105  STATE/COUNTY-  GA/BRYAN
 AJ3105  USGS QUAD   -  GROVELAND (1976)
 AJ3105
 AJ3105                         *CURRENT SURVEY CONTROL
 AJ3105  ___________________________________________________________________
 AJ3105* NAD 83(1986)-  32 08 23.     (N)    081 40 51.     (W)     SCALED    
 AJ3105* NAVD 88     -        30.246  (meters)      99.23   (feet)  ADJUSTED  
 AJ3105  ___________________________________________________________________
 AJ3105  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AJ3105  DYNAMIC HT  -          30.210 (meters)      99.11  (feet)  COMP
 AJ3105  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 AJ3105
 AJ3105  VERT ORDER  -  SECOND    CLASS I
 AJ3105
 AJ3105.The horizontal coordinates were scaled from a topographic map and have
 AJ3105.an estimated accuracy of +/- 6 seconds.
 AJ3105
 AJ3105.The orthometric height was determined by differential leveling
 AJ3105.and adjusted by the National Geodetic Survey in July 2002..
 AJ3105.No vertical observational check was made to the station.
 AJ3105
 AJ3105.The geoid height was determined by GEOID03.
 AJ3105
 AJ3105.The dynamic height is computed by dividing the NAVD 88
 AJ3105.geopotential number by the normal gravity value computed on the
 AJ3105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3105.degrees latitude (g = 980.6199 gals.).
 AJ3105
 AJ3105.The modeled gravity was interpolated from observed gravity values.
 AJ3105
 AJ3105;                    North         East    Units  Estimated Accuracy
 AJ3105;SPC GA E     -   237,310.      245,830.      MT  (+/- 180 meters Scaled)
 AJ3105
 AJ3105                          SUPERSEDED SURVEY CONTROL
 AJ3105
 AJ3105.No superseded survey control is available for this station.
 AJ3105
 AJ3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR357561(NAD 83)
 AJ3105_MARKER: DV = VERTICAL CONTROL DISK
 AJ3105_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3105_SP_SET: HEADWALL
 AJ3105_STAMPING: A 398 2001
 AJ3105_MARK LOGO: NGS   
 AJ3105_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3105+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2001
 AJ3105
 AJ3105  HISTORY     - Date     Condition        Report By
 AJ3105  HISTORY     - 20010216 MONUMENTED       NGS
 AJ3105
 AJ3105                          STATION DESCRIPTION
 AJ3105
 AJ3105'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ3105'0.1 KM WESTERLY ALONG SOUTH RAILROAD STREET FROM THE POST OFFICE
 AJ3105'IN PEMBROKE, THENCE 0.1 KM NORTHERLY ALONG LEDFORD STREET,
 AJ3105'THENCE 5.3 KM WESTERLY ALONG U.S. HIGHWAY 280, IN TOP OF AND 0.3 M
 AJ3105'EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A TRIPLE
 AJ3105'BOX CULVERT UNDER THE HIGHWAY, 5.9 M NORTH OF THE HIGHWAY
 AJ3105'CENTERLINE, AND 0.5 M BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE
 AJ3105'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ3105' 
 AJ3105' 
 AJ3105'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0326 ***********************************************************************
 CL0326  DESIGNATION -  A 46=DUBLIN RM
 CL0326  PID         -  CL0326
 CL0326  STATE/COUNTY-  GA/LAURENS
 CL0326  USGS QUAD   -  DUBLIN (1985)
 CL0326
 CL0326                         *CURRENT SURVEY CONTROL
 CL0326  ___________________________________________________________________
 CL0326* NAD 83(1986)-  32 32 22.     (N)    082 53 55.     (W)     SCALED    
 CL0326* NAVD 88     -        62.039  (meters)     203.54   (feet)  ADJUSTED  
 CL0326  ___________________________________________________________________
 CL0326  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CL0326  DYNAMIC HT  -          61.968 (meters)     203.31  (feet)  COMP
 CL0326  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CL0326
 CL0326  VERT ORDER  -  FIRST     CLASS II
 CL0326
 CL0326.The horizontal coordinates were scaled from a topographic map and have
 CL0326.an estimated accuracy of +/- 6 seconds.
 CL0326
 CL0326.The orthometric height was determined by differential leveling
 CL0326.and adjusted by the National Geodetic Survey in June 1991..
 CL0326
 CL0326.The geoid height was determined by GEOID03.
 CL0326
 CL0326.The dynamic height is computed by dividing the NAVD 88
 CL0326.geopotential number by the normal gravity value computed on the
 CL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0326.degrees latitude (g = 980.6199 gals.).
 CL0326
 CL0326.The modeled gravity was interpolated from observed gravity values.
 CL0326
 CL0326;                    North         East    Units  Estimated Accuracy
 CL0326;SPC GA E     -   281,770.      131,250.      MT  (+/- 180 meters Scaled)
 CL0326
 CL0326                          SUPERSEDED SURVEY CONTROL
 CL0326
 CL0326  NGVD 29 (??/??/92)   62.198  (m)          204.06   (f) ADJ UNCH    1 2
 CL0326
 CL0326.Superseded values are not recommended for survey control.
 CL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0326.See file dsdata.txt to determine how the superseded data were derived.
 CL0326
 CL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS217018(NAD 83)
 CL0326_MARKER: DR = REFERENCE MARK DISK
 CL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0326_STAMPING: EL 204.215 A 46 DUBLIN 1918
 CL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0326+STABILITY: SURFACE MOTION
 CL0326
 CL0326  HISTORY     - Date     Condition        Report By
 CL0326  HISTORY     - 1918     MONUMENTED       CGS
 CL0326  HISTORY     - 1949     GOOD             NGS
 CL0326  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL0326
 CL0326                          STATION DESCRIPTION
 CL0326
 CL0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CL0326'AT DUBLIN.
 CL0326'AT DUBLIN, LAURENS COUNTY, 0.2 MILE NORTHEAST ALONG THE WRIGHTSVILLE
 CL0326'AND TENNILLE RAILROAD FROM THE STATION, 220 FEET NORTHEAST OF THE
 CL0326'WATER TANK, 94 FEET SOUTHWEST OF A SIDETRACK SWITCH, 37 FEET SOUTH
 CL0326'OF THE SOUTH OF THE SOUTH RAIL OF THE MAINTRACK, AND IN A PASTURE
 CL0326'OPPOSITE A BRICK WAREHOUSE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 CL0326'EL 204.215 A 46 DUBLIN 1918 AND SET IN THE TOP OF A CONCRETE POST
 CL0326'FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT
 CL0326'NOT RECOVERED IN OCTOBER 1949.  IT WAS REPORTED AT THAT TIME THAT
 CL0326'THIS AREA IS NOW OCCUPIED BY A LUMBER-STORAGE YARD.
 CL0326
 CL0326                          STATION RECOVERY (1962)
 CL0326
 CL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0002 ***********************************************************************
 DG0002  DESIGNATION -  A 50
 DG0002  PID         -  DG0002
 DG0002  STATE/COUNTY-  GA/FULTON
 DG0002  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0002
 DG0002                         *CURRENT SURVEY CONTROL
 DG0002  ___________________________________________________________________
 DG0002* NAD 83(1986)-  33 44 56.     (N)    084 23 22.     (W)     SCALED    
 DG0002* NAVD 88     -       313.168  (meters)    1027.45   (feet)  ADJUSTED  
 DG0002  ___________________________________________________________________
 DG0002  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0002  DYNAMIC HT  -         312.818 (meters)    1026.30  (feet)  COMP
 DG0002  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 DG0002
 DG0002  VERT ORDER  -  FIRST     CLASS II
 DG0002
 DG0002.The horizontal coordinates were scaled from a topographic map and have
 DG0002.an estimated accuracy of +/- 6 seconds.
 DG0002
 DG0002.The orthometric height was determined by differential leveling
 DG0002.and adjusted by the National Geodetic Survey in June 1991..
 DG0002
 DG0002.The geoid height was determined by GEOID03.
 DG0002
 DG0002.The dynamic height is computed by dividing the NAVD 88
 DG0002.geopotential number by the normal gravity value computed on the
 DG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0002.degrees latitude (g = 980.6199 gals.).
 DG0002
 DG0002.The modeled gravity was interpolated from observed gravity values.
 DG0002
 DG0002;                    North         East    Units  Estimated Accuracy
 DG0002;SPC GA W     -   415,680.      679,360.      MT  (+/- 180 meters Scaled)
 DG0002
 DG0002                          SUPERSEDED SURVEY CONTROL
 DG0002
 DG0002  NGVD 29 (??/??/92)  313.099  (m)         1027.23   (f) ADJ UNCH    1 2
 DG0002
 DG0002.Superseded values are not recommended for survey control.
 DG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0002.See file dsdata.txt to determine how the superseded data were derived.
 DG0002
 DG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC418373(NAD 83)
 DG0002_MARKER: DB = BENCH MARK DISK
 DG0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0002_SP_SET: BUILDING WALL
 DG0002_STAMPING: A 50 1932
 DG0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0002
 DG0002  HISTORY     - Date     Condition        Report By
 DG0002  HISTORY     - 1932     MONUMENTED       CGS
 DG0002
 DG0002                          STATION DESCRIPTION
 DG0002
 DG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DG0002'AT ATLANTA.
 DG0002'AT ATLANTA, FULTON COUNTY, AT THE INTERSECTION OF MITCHELL AND
 DG0002'WASHINGTON STREETS, SOUTHEAST, AT THE CITY HALL, AT THE MITCHELL
 DG0002'STREET ENTRANCE, IN THE WEST NEWELL POST, AND 2.8 FEET ABOVE THE
 DG0002'SIDEWALK.  A STANDARD DISK, STAMPED A 50 1932 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0625 ***********************************************************************
 ED0625  DESIGNATION -  A 51
 ED0625  PID         -  ED0625
 ED0625  STATE/COUNTY-  GA/HALL
 ED0625  USGS QUAD   -  LULA (1985)
 ED0625
 ED0625                         *CURRENT SURVEY CONTROL
 ED0625  ___________________________________________________________________
 ED0625* NAD 83(1986)-  34 23 43.     (N)    083 39 27.     (W)     SCALED    
 ED0625* NAVD 88     -       404.788  (meters)    1328.04   (feet)  ADJUSTED  
 ED0625  ___________________________________________________________________
 ED0625  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 ED0625  DYNAMIC HT  -         404.357 (meters)    1326.63  (feet)  COMP
 ED0625  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 ED0625
 ED0625  VERT ORDER  -  FIRST     CLASS II
 ED0625
 ED0625.The horizontal coordinates were scaled from a topographic map and have
 ED0625.an estimated accuracy of +/- 6 seconds.
 ED0625
 ED0625.The orthometric height was determined by differential leveling
 ED0625.and adjusted by the National Geodetic Survey in June 1991..
 ED0625.WARNING-Repeat measurements at this control monument indicate possible
 ED0625.vertical movement.
 ED0625
 ED0625.The geoid height was determined by GEOID03.
 ED0625
 ED0625.The dynamic height is computed by dividing the NAVD 88
 ED0625.geopotential number by the normal gravity value computed on the
 ED0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0625.degrees latitude (g = 980.6199 gals.).
 ED0625
 ED0625.The modeled gravity was interpolated from observed gravity values.
 ED0625
 ED0625;                    North         East    Units  Estimated Accuracy
 ED0625;SPC GA W     -   487,460.      746,820.      MT  (+/- 180 meters Scaled)
 ED0625
 ED0625                          SUPERSEDED SURVEY CONTROL
 ED0625
 ED0625  NGVD 29 (12/12/91)  404.778  (m)         1328.01   (f) ADJUSTED    1 2
 ED0625
 ED0625.Superseded values are not recommended for survey control.
 ED0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0625.See file dsdata.txt to determine how the superseded data were derived.
 ED0625
 ED0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU556091(NAD 83)
 ED0625_MARKER: DB = BENCH MARK DISK
 ED0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0625_STAMPING: 1328.009 A 51 1932
 ED0625_MARK LOGO: CGS   
 ED0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0625+STABILITY: SURFACE MOTION
 ED0625
 ED0625  HISTORY     - Date     Condition        Report By
 ED0625  HISTORY     - 1932     MONUMENTED       CGS
 ED0625  HISTORY     - 1959     GOOD             NGS
 ED0625  HISTORY     - 1976     GOOD             NGS
 ED0625  HISTORY     - 1983     GOOD             NGS
 ED0625
 ED0625                          STATION DESCRIPTION
 ED0625
 ED0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ED0625'0.8 MI NE FROM LULA.
 ED0625'ABOUT 0.8 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0625'STATION AT LULA, 0.4 MILE SOUTHWEST OF MILEPOST 571, AT THE FORMER
 ED0625'SITE OF STATION BELLTON, 89 YARDS SOUTH-SOUTHWEST OF SIGNAL NO.
 ED0625'5716 - 5715, 28 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL
 ED0625'OF NORTH BOUND TRACK, 5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 ED0625'90 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 10 K, 93 1/2 FEET
 ED0625'SOUTH-SOUTHWEST OF THE SOUTHWEST FOUNDATION OF SIX FOR FORMER
 ED0625'WAITING ROOM BOOTH BELLTON, 42 FEET NORTHEAST OF THE NORTHEAST
 ED0625'CORNER OF CONCRETE BASE FOR A MAIL HOOK, AND SET IN TOP OF A
 ED0625'CONCRETE POST FLUSH WITH THE GROUND.
 ED0625
 ED0625                          STATION RECOVERY (1976)
 ED0625
 ED0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0625'RECOVERED IN GOOD CONDITION.
 ED0625
 ED0625                          STATION RECOVERY (1983)
 ED0625
 ED0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0439 ***********************************************************************
 CK0439  DESIGNATION -  A 55
 CK0439  PID         -  CK0439
 CK0439  STATE/COUNTY-  GA/CHATHAM
 CK0439  USGS QUAD   -  PORT WENTWORTH (1993)
 CK0439
 CK0439                         *CURRENT SURVEY CONTROL
 CK0439  ___________________________________________________________________
 CK0439* NAD 83(1986)-  32 13 28.     (N)    081 09 19.     (W)     SCALED    
 CK0439* NAVD 88     -         5.091  (meters)      16.70   (feet)  ADJUSTED  
 CK0439  ___________________________________________________________________
 CK0439  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 CK0439  DYNAMIC HT  -           5.085 (meters)      16.68  (feet)  COMP
 CK0439  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 CK0439
 CK0439  VERT ORDER  -  FIRST     CLASS I
 CK0439
 CK0439.The horizontal coordinates were scaled from a topographic map and have
 CK0439.an estimated accuracy of +/- 6 seconds.
 CK0439
 CK0439.The orthometric height was determined by differential leveling
 CK0439.and adjusted by the National Geodetic Survey in June 1991..
 CK0439.WARNING-Repeat measurements at this control monument indicate possible
 CK0439.vertical movement.
 CK0439
 CK0439.The geoid height was determined by GEOID03.
 CK0439
 CK0439.The dynamic height is computed by dividing the NAVD 88
 CK0439.geopotential number by the normal gravity value computed on the
 CK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0439.degrees latitude (g = 980.6199 gals.).
 CK0439
 CK0439.The modeled gravity was interpolated from observed gravity values.
 CK0439
 CK0439;                    North         East    Units  Estimated Accuracy
 CK0439;SPC GA E     -   247,050.      295,330.      MT  (+/- 180 meters Scaled)
 CK0439
 CK0439                          SUPERSEDED SURVEY CONTROL
 CK0439
 CK0439  NGVD 29 (03/21/89)    5.373  (m)           17.63   (f) ADJUSTED    1 1
 CK0439
 CK0439.Superseded values are not recommended for survey control.
 CK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0439.See file dsdata.txt to determine how the superseded data were derived.
 CK0439
 CK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR853653(NAD 83)
 CK0439_MARKER: DB = BENCH MARK DISK
 CK0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0439_SP_SET: ABUTMENT
 CK0439_STAMPING: 17.592 A 55 1933
 CK0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0439
 CK0439  HISTORY     - Date     Condition        Report By
 CK0439  HISTORY     - 1933     MONUMENTED       CGS
 CK0439  HISTORY     - 1955     GOOD             NGS
 CK0439  HISTORY     - 1974     GOOD             NGS
 CK0439  HISTORY     - 1979     GOOD             DMA
 CK0439
 CK0439                          STATION DESCRIPTION
 CK0439
 CK0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0439'10.4 MI N FROM CENTRAL JUNCTION.
 CK0439'ABOUT 10.45 MILES NORTHWEST AND NORTHEAST ALONG THE ATLANTIC
 CK0439'COAST LINE RAILROAD FROM THE OVERPASS OF U.S. HIGHWAY 80 OVER
 CK0439'THE TRACKS AT CENTRAL JUNCTION, ABOUT 4 YARDS NORTHEAST OF
 CK0439'MILE POST 480, AT THE SOUTHWEST END OF A TWO-MILE LONG TRESTLE
 CK0439'AND BRIDGE OVER SAVANNAH RIVER, IN THE TOP OF THE SOUTHEAST END
 CK0439'OF THE SOUTHWEST CONCRETE ABUTMENT AT SOUTHWEST END OF TRESTLE,
 CK0439'6 FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT 1 FOOT BELOW
 CK0439'LEVEL OF TRACK.  NOTE-- THE RR IS NOW THE SEABOARD COAST LINE.
 CK0439
 CK0439                          STATION RECOVERY (1974)
 CK0439
 CK0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0439'RECOVERED IN GOOD CONDITION.
 CK0439
 CK0439                          STATION RECOVERY (1979)
 CK0439
 CK0439'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK0439'MARK IS ABOUT 35 FEET NORTHWEST OF MILE MARKER 480.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0235 ***********************************************************************
 EE0235  DESIGNATION -  A 57
 EE0235  PID         -  EE0235
 EE0235  STATE/COUNTY-  GA/CHEROKEE
 EE0235  USGS QUAD   -  SOUTH CANTON (1997)
 EE0235
 EE0235                         *CURRENT SURVEY CONTROL
 EE0235  ___________________________________________________________________
 EE0235* NAD 83(1986)-  34 07 31.     (N)    084 30 31.     (W)     SCALED    
 EE0235* NAVD 88     -       275.817  (meters)     904.91   (feet)  ADJUSTED  
 EE0235  ___________________________________________________________________
 EE0235  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0235  DYNAMIC HT  -         275.519 (meters)     903.93  (feet)  COMP
 EE0235  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 EE0235
 EE0235  VERT ORDER  -  SECOND    CLASS 0
 EE0235
 EE0235.The horizontal coordinates were scaled from a topographic map and have
 EE0235.an estimated accuracy of +/- 6 seconds.
 EE0235
 EE0235.The orthometric height was determined by differential leveling
 EE0235.and adjusted by the National Geodetic Survey in June 1991..
 EE0235
 EE0235.The geoid height was determined by GEOID03.
 EE0235
 EE0235.The dynamic height is computed by dividing the NAVD 88
 EE0235.geopotential number by the normal gravity value computed on the
 EE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0235.degrees latitude (g = 980.6199 gals.).
 EE0235
 EE0235.The modeled gravity was interpolated from observed gravity values.
 EE0235
 EE0235;                    North         East    Units  Estimated Accuracy
 EE0235;SPC GA W     -   457,450.      668,460.      MT  (+/- 180 meters Scaled)
 EE0235
 EE0235                          SUPERSEDED SURVEY CONTROL
 EE0235
 EE0235  NGVD 29 (??/??/92)  275.778  (m)          904.78   (f) ADJ UNCH    2 0
 EE0235
 EE0235.Superseded values are not recommended for survey control.
 EE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0235.See file dsdata.txt to determine how the superseded data were derived.
 EE0235
 EE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC297788(NAD 83)
 EE0235_MARKER: DB = BENCH MARK DISK
 EE0235_SETTING: 66 = SET IN ROCK OUTCROP
 EE0235_SP_SET: BEDROCK
 EE0235_STAMPING: A 57 1933 904.782
 EE0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0235+STABILITY: POSITION/ELEVATION WELL
 EE0235
 EE0235  HISTORY     - Date     Condition        Report By
 EE0235  HISTORY     - 1933     MONUMENTED       CGS
 EE0235  HISTORY     - 1953     GOOD             NGS
 EE0235  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0235
 EE0235                          STATION DESCRIPTION
 EE0235
 EE0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0235'2.1 MI N FROM WOODSTOCK.
 EE0235'LOCATED ABOUT 2.1 MILES NORTH OF THE STATION IN WOODSTOCK, ALONG
 EE0235'THE LOUISVILLE AND NASHVILLE RAILROAD, 375 PACES NORTHWEST OF
 EE0235'MILEPOST 464, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL AT THE
 EE0235'EXTREME NORTHWEST END OF A CUT AND LARGE LIMESTONE BEDROCK.  IT
 EE0235'IS A STANDARD DISK SET IN THE LIMESTONE BEDROCK ABOUT 3 FEET
 EE0235'HIGHER THAN THE TRACKS.
 EE0235
 EE0235                          STATION RECOVERY (1972)
 EE0235
 EE0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0009 ***********************************************************************
 EE0009  DESIGNATION -  A 58 RESET 1971
 EE0009  PID         -  EE0009
 EE0009  STATE/COUNTY-  GA/GILMER
 EE0009  USGS QUAD   -  CASHES VALLEY (1988)
 EE0009
 EE0009                         *CURRENT SURVEY CONTROL
 EE0009  ___________________________________________________________________
 EE0009* NAD 83(1986)-  34 46 45.     (N)    084 23 32.     (W)     SCALED    
 EE0009* NAVD 88     -       471.53   (meters)    1547.0    (feet)  RESET     
 EE0009  ___________________________________________________________________
 EE0009  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE0009
 EE0009  VERT ORDER  -  THIRD
 EE0009
 EE0009.The horizontal coordinates were scaled from a topographic map and have
 EE0009.an estimated accuracy of +/- 6 seconds.
 EE0009
 EE0009.The orthometric height was computed from unverified reset data.
 EE0009
 EE0009.The geoid height was determined by GEOID03.
 EE0009
 EE0009;                    North         East    Units  Estimated Accuracy
 EE0009;SPC GA W     -   529,950.      679,360.      MT  (+/- 180 meters Scaled)
 EE0009
 EE0009                          SUPERSEDED SURVEY CONTROL
 EE0009
 EE0009.No superseded survey control is available for this station.
 EE0009
 EE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD386516(NAD 83)
 EE0009_MARKER: DB = BENCH MARK DISK
 EE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0009_STAMPING: A 58 RESET 1971
 EE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0009+STABILITY: SURFACE MOTION
 EE0009
 EE0009  HISTORY     - Date     Condition        Report By
 EE0009  HISTORY     - 1971     MONUMENTED       NGS
 EE0009  HISTORY     - 1972     GOOD             NGS
 EE0009
 EE0009                          STATION DESCRIPTION
 EE0009
 EE0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0009'8.2 MI NE FROM ELLIJAY.
 EE0009'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 52 (RIVER STREET) FROM
 EE0009'THE COUNTY COURTHOUSE AT ELLIJAY, THENCE 7.7 MILES NORTHEAST
 EE0009'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, OR ABOUT 7.6 MILES
 EE0009'SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 EE0009'STATION AT BLUE RIDGE, 106 FEET SOUTHEAST OF A WHISTLE SIGN,
 EE0009'115 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, 41 1/2 FEET
 EE0009'EAST-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 76 AND STATE
 EE0009'HIGHWAY 5, 299 FEET NORTHEAST OF THE EAST CORNER OF A NEW HIGHWAY
 EE0009'BRIDGE THAT WAS BUILT IN 1971, 49 FEET WEST-SOUTHWEST OF THE
 EE0009'CENTER LINE OF A GRAVELED ROAD THAT LEADS SOUTHEAST, 5 1/2 FEET
 EE0009'NORTH-NORTHWEST OF TELEPHONE POLE NUMBER 302, 1.3 FEET SOUTHEAST
 EE0009'OF A CONCRETE RIGHT-OF-WAY MARKER POST, 1.0 FOOT SOUTHWEST OF
 EE0009'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 EE0009'AND SET IN THE TOP OF A CONCRETE POST THAT IS 3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0703 ***********************************************************************
 ED0703  DESIGNATION -  A 59
 ED0703  PID         -  ED0703
 ED0703  STATE/COUNTY-  GA/UNION
 ED0703  USGS QUAD   -  COOSA BALD (1988)
 ED0703
 ED0703                         *CURRENT SURVEY CONTROL
 ED0703  ___________________________________________________________________
 ED0703* NAD 83(1986)-  34 50 54.     (N)    083 56 31.     (W)     SCALED    
 ED0703* NAVD 88     -       584.215  (meters)    1916.71   (feet)  ADJUSTED  
 ED0703  ___________________________________________________________________
 ED0703  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 ED0703  DYNAMIC HT  -         583.587 (meters)    1914.65  (feet)  COMP
 ED0703  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 ED0703
 ED0703  VERT ORDER  -  SECOND    CLASS 0
 ED0703
 ED0703.The horizontal coordinates were scaled from a topographic map and have
 ED0703.an estimated accuracy of +/- 6 seconds.
 ED0703
 ED0703.The orthometric height was determined by differential leveling
 ED0703.and adjusted by the National Geodetic Survey in June 1991..
 ED0703
 ED0703.The geoid height was determined by GEOID03.
 ED0703
 ED0703.The dynamic height is computed by dividing the NAVD 88
 ED0703.geopotential number by the normal gravity value computed on the
 ED0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0703.degrees latitude (g = 980.6199 gals.).
 ED0703
 ED0703.The modeled gravity was interpolated from observed gravity values.
 ED0703
 ED0703;                    North         East    Units  Estimated Accuracy
 ED0703;SPC GA W     -   537,620.      720,550.      MT  (+/- 180 meters Scaled)
 ED0703
 ED0703                          SUPERSEDED SURVEY CONTROL
 ED0703
 ED0703  NGVD 29 (??/??/92)  584.196  (m)         1916.65   (f) ADJ UNCH    2 0
 ED0703
 ED0703.Superseded values are not recommended for survey control.
 ED0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0703.See file dsdata.txt to determine how the superseded data were derived.
 ED0703
 ED0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU310601(NAD 83)
 ED0703_MARKER: DB = BENCH MARK DISK
 ED0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0703_STAMPING: A 59 1933 1916.650
 ED0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0703+STABILITY: SURFACE MOTION
 ED0703
 ED0703  HISTORY     - Date     Condition        Report By
 ED0703  HISTORY     - 1933     MONUMENTED       CGS
 ED0703  HISTORY     - 1956     GOOD             NGS
 ED0703  HISTORY     - 20010215 GOOD             GADT
 ED0703
 ED0703                          STATION DESCRIPTION
 ED0703
 ED0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0703'2.3 MI S FROM BLAIRSVILLE.
 ED0703'ABOUT 2.3 MILES S ALONG NO. 19 U.S. HIGHWAY FROM THE COURTHOUSE
 ED0703'AT BLAIRSVILLE, UNION COUNTY, THENCE TURN BACK SHARP RIGHT OR
 ED0703'ABOUT W FOR ABOUT 125 YARDS TO THE MARK ON THE RIGHT, AN ESTIMATED
 ED0703'150 YARDS N OF THE PROMINENT PULLEN PLACE ON A HILLTOP, AN
 ED0703'ESTIMATED 100 YARDS SSW OF THE HIGHWAY, ABOUT 50 YARDS W OF THE
 ED0703'CREST OF A HILL ON THE OLD ROAD, 6.0 FEET LOWER THAN SAME, 22
 ED0703'FEET W OF THE PROJECTED PLANE OF THE W WALL OF A CONCRETE BLOCK
 ED0703'HOUSE THAT IS ABOUT 50 YARDS NE OF THE MARK, 19 FEET N OF THE
 ED0703'CENTER OF THE OLD ROAD, 1.1 FEET LOWER THAN SAME, AND PROJECTING
 ED0703'0.4 FOOT.
 ED0703
 ED0703                          STATION RECOVERY (2001)
 ED0703
 ED0703'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0013 ***********************************************************************
 BS0013  DESIGNATION -  A 6
 BS0013  PID         -  BS0013
 BS0013  STATE/COUNTY-  GA/WARE
 BS0013  USGS QUAD   -  FORT MUDGE (1994)
 BS0013
 BS0013                         *CURRENT SURVEY CONTROL
 BS0013  ___________________________________________________________________
 BS0013* NAD 83(1986)-  31 05 02.     (N)    082 12 41.     (W)     SCALED    
 BS0013* NAVD 88     -        42.676  (meters)     140.01   (feet)  POSTED    
 BS0013  ___________________________________________________________________
 BS0013  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BS0013  DYNAMIC HT  -          42.620 (meters)     139.83  (feet)  COMP
 BS0013  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 BS0013
 BS0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BS0013
 BS0013.The horizontal coordinates were scaled from a topographic map and have
 BS0013.an estimated accuracy of +/- 6 seconds.
 BS0013
 BS0013.The orthometric height was determined by differential leveling
 BS0013.and adjusted by the National Geodetic Survey in 1992..
 BS0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BS0013.rate of 0.0 thru 1.0 mm/km.
 BS0013
 BS0013.The geoid height was determined by GEOID03.
 BS0013
 BS0013.The dynamic height is computed by dividing the NAVD 88
 BS0013.geopotential number by the normal gravity value computed on the
 BS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0013.degrees latitude (g = 980.6199 gals.).
 BS0013
 BS0013.The modeled gravity was interpolated from observed gravity values.
 BS0013
 BS0013;                    North         East    Units  Estimated Accuracy
 BS0013;SPC GA E     -   120,150.      195,730.      MT  (+/- 180 meters Scaled)
 BS0013
 BS0013                          SUPERSEDED SURVEY CONTROL
 BS0013
 BS0013.No superseded survey control is available for this station.
 BS0013
 BS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ844395(NAD 83)
 BS0013_MARKER: DB = BENCH MARK DISK
 BS0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BS0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BS0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0013
 BS0013  HISTORY     - Date     Condition        Report By
 BS0013  HISTORY     - UNK      MONUMENTED       CGS
 BS0013  HISTORY     - 1956     MARK NOT FOUND   NGS
 BS0013
 BS0013                          STATION DESCRIPTION
 BS0013
 BS0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BS0013'2 MI NW FROM FORT MUDGE.
 BS0013'ABOUT 2 MILES NORTH OF FORT MUDGE, BRANTLEY COUNTY, ON THE
 BS0013'ATLANTIC COAST LINE RAILROAD, 140 FEET SOUTHEASTERLY ALONG THE
 BS0013'TRACK FROM MILEPOST 109 AND 50 FEET SOUTHWESTERLY AT RIGHT ANGLES
 BS0013'TO TRACK.  AN IRON PIPE POST WITH DISK ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0108 ***********************************************************************
 EE0108  DESIGNATION -  A 60
 EE0108  PID         -  EE0108
 EE0108  STATE/COUNTY-  GA/DAWSON
 EE0108  USGS QUAD   -  DAWSONVILLE (1985)
 EE0108
 EE0108                         *CURRENT SURVEY CONTROL
 EE0108  ___________________________________________________________________
 EE0108* NAD 83(1986)-  34 25 16.     (N)    084 07 09.     (W)     SCALED    
 EE0108* NAVD 88     -       419.247  (meters)    1375.48   (feet)  ADJUSTED  
 EE0108  ___________________________________________________________________
 EE0108  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE0108  DYNAMIC HT  -         418.797 (meters)    1374.00  (feet)  COMP
 EE0108  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 EE0108
 EE0108  VERT ORDER  -  SECOND    CLASS 0
 EE0108
 EE0108.The horizontal coordinates were scaled from a topographic map and have
 EE0108.an estimated accuracy of +/- 6 seconds.
 EE0108
 EE0108.The orthometric height was determined by differential leveling
 EE0108.and adjusted by the National Geodetic Survey in June 1991..
 EE0108
 EE0108.The geoid height was determined by GEOID03.
 EE0108
 EE0108.The dynamic height is computed by dividing the NAVD 88
 EE0108.geopotential number by the normal gravity value computed on the
 EE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0108.degrees latitude (g = 980.6199 gals.).
 EE0108
 EE0108.The modeled gravity was interpolated from observed gravity values.
 EE0108
 EE0108;                    North         East    Units  Estimated Accuracy
 EE0108;SPC GA W     -   490,210.      704,370.      MT  (+/- 180 meters Scaled)
 EE0108
 EE0108                          SUPERSEDED SURVEY CONTROL
 EE0108
 EE0108  NGVD 29 (??/??/92)  419.228  (m)         1375.42   (f) ADJ UNCH    2 0
 EE0108
 EE0108.Superseded values are not recommended for survey control.
 EE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0108.See file dsdata.txt to determine how the superseded data were derived.
 EE0108
 EE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD647126(NAD 83)
 EE0108_MARKER: DB = BENCH MARK DISK
 EE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0108_STAMPING: A 60 1933 1375.417
 EE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0108+STABILITY: SURFACE MOTION
 EE0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0108+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 EE0108
 EE0108  HISTORY     - Date     Condition        Report By
 EE0108  HISTORY     - 1933     MONUMENTED       CGS
 EE0108  HISTORY     - 1956     GOOD             NGS
 EE0108  HISTORY     - 20050309 GOOD             INDIV
 EE0108
 EE0108                          STATION DESCRIPTION
 EE0108
 EE0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EE0108'AT DAWSONVILLE.
 EE0108'AT DAWSONVILLE, DAWSON COUNTY, ON THE COURTHOUSE LAWN, 13.3 FEET
 EE0108'NW OF NW CORNER OF THE BUILDING, 8.3 FEET W OF THE PLANE OF THE W
 EE0108'WALL OF SAME, ABOUT 1.0 FEET LOWER THAN THE TOP STEP OF THE
 EE0108'W ENTRANCE OF SAME, AND PROJECTING 0.5 FOOT.
 EE0108
 EE0108                          STATION RECOVERY (2005)
 EE0108
 EE0108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 EE0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0503 ***********************************************************************
 DF0503  DESIGNATION -  A 61
 DF0503  PID         -  DF0503
 DF0503  STATE/COUNTY-  GA/CLARKE
 DF0503  USGS QUAD   -  ATHENS WEST (1998)
 DF0503
 DF0503                         *CURRENT SURVEY CONTROL
 DF0503  ___________________________________________________________________
 DF0503* NAD 83(1986)-  33 57 57.     (N)    083 22 43.     (W)     SCALED    
 DF0503* NAVD 88     -       207.910  (meters)     682.12   (feet)  ADJUSTED  
 DF0503  ___________________________________________________________________
 DF0503  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DF0503  DYNAMIC HT  -         207.694 (meters)     681.41  (feet)  COMP
 DF0503  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 DF0503
 DF0503  VERT ORDER  -  SECOND    CLASS 0
 DF0503
 DF0503.The horizontal coordinates were scaled from a topographic map and have
 DF0503.an estimated accuracy of +/- 6 seconds.
 DF0503
 DF0503.The orthometric height was determined by differential leveling
 DF0503.and adjusted by the National Geodetic Survey in June 1991..
 DF0503
 DF0503.The geoid height was determined by GEOID03.
 DF0503
 DF0503.The dynamic height is computed by dividing the NAVD 88
 DF0503.geopotential number by the normal gravity value computed on the
 DF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0503.degrees latitude (g = 980.6199 gals.).
 DF0503
 DF0503.The modeled gravity was interpolated from observed gravity values.
 DF0503
 DF0503;                    North         East    Units  Estimated Accuracy
 DF0503;SPC GA W     -   439,990.      772,830.      MT  (+/- 180 meters Scaled)
 DF0503
 DF0503                          SUPERSEDED SURVEY CONTROL
 DF0503
 DF0503  NGVD 29 (??/??/92)  207.968  (m)          682.31   (f) ADJ UNCH    2 0
 DF0503
 DF0503.Superseded values are not recommended for survey control.
 DF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0503.See file dsdata.txt to determine how the superseded data were derived.
 DF0503
 DF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT802609(NAD 83)
 DF0503_MARKER: DB = BENCH MARK DISK
 DF0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0503_SP_SET: BUILDING
 DF0503_STAMPING: A 61 1933 682.308
 DF0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0503
 DF0503  HISTORY     - Date     Condition        Report By
 DF0503  HISTORY     - 1933     MONUMENTED       CGS
 DF0503  HISTORY     - 1956     GOOD             NGS
 DF0503  HISTORY     - 1964     GOOD             NGS
 DF0503
 DF0503                          STATION DESCRIPTION
 DF0503
 DF0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DF0503'AT ATHENS.
 DF0503'AT ATHENS, CLARKE COUNTY, IN THE N STONE WALL OF SEABOARD AIR
 DF0503'LINE RAILWAY PASSENGER STATION, 35 FEET E OF CENTER OF WAITING
 DF0503'ROOM DOOR, 27.5 FEET S OF S RAIL OF THE MAIN LINE, AND 3.3 FEET
 DF0503'ABOVE THE CONCRETE SIDEWALK.  A STANDARD DISK IS CEMENTED
 DF0503'FACE-VERTICAL IN THE STONE WALL.
 DF0503
 DF0503                          STATION RECOVERY (1964)
 DF0503
 DF0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DF0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0464 ***********************************************************************
 DF0464  DESIGNATION -  A 62
 DF0464  PID         -  DF0464
 DF0464  STATE/COUNTY-  GA/CLARKE
 DF0464  USGS QUAD   -  ATHENS EAST (1998)
 DF0464
 DF0464                         *CURRENT SURVEY CONTROL
 DF0464  ___________________________________________________________________
 DF0464* NAD 83(1986)-  33 56 57.     (N)    083 21 36.     (W)     SCALED    
 DF0464* NAVD 88     -       207.981  (meters)     682.35   (feet)  ADJUSTED  
 DF0464  ___________________________________________________________________
 DF0464  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DF0464  DYNAMIC HT  -         207.765 (meters)     681.64  (feet)  COMP
 DF0464  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 DF0464
 DF0464  VERT ORDER  -  SECOND    CLASS 0
 DF0464
 DF0464.The horizontal coordinates were scaled from a topographic map and have
 DF0464.an estimated accuracy of +/- 6 seconds.
 DF0464
 DF0464.The orthometric height was determined by differential leveling
 DF0464.and adjusted by the National Geodetic Survey in June 1991..
 DF0464
 DF0464.The geoid height was determined by GEOID03.
 DF0464
 DF0464.The dynamic height is computed by dividing the NAVD 88
 DF0464.geopotential number by the normal gravity value computed on the
 DF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0464.degrees latitude (g = 980.6199 gals.).
 DF0464
 DF0464.The modeled gravity was interpolated from observed gravity values.
 DF0464
 DF0464;                    North         East    Units  Estimated Accuracy
 DF0464;SPC GA W     -   438,160.      774,560.      MT  (+/- 180 meters Scaled)
 DF0464
 DF0464                          SUPERSEDED SURVEY CONTROL
 DF0464
 DF0464  NGVD 29 (??/??/92)  208.040  (m)          682.54   (f) ADJ UNCH    2 0
 DF0464
 DF0464.Superseded values are not recommended for survey control.
 DF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0464.See file dsdata.txt to determine how the superseded data were derived.
 DF0464
 DF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT819590(NAD 83)
 DF0464_MARKER: DB = BENCH MARK DISK
 DF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0464_STAMPING: A 62 1933 682.545
 DF0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0464+STABILITY: SURFACE MOTION
 DF0464
 DF0464  HISTORY     - Date     Condition        Report By
 DF0464  HISTORY     - 1933     MONUMENTED       CGS
 DF0464  HISTORY     - 1955     GOOD             NGS
 DF0464  HISTORY     - 1964     MARK NOT FOUND   USGS
 DF0464
 DF0464                          STATION DESCRIPTION
 DF0464
 DF0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0464'1 MI E FROM ATHENS.
 DF0464'ABOUT 1.0 MILE EASTERLY ALONG THE GEORGIA RAILROAD FROM THE
 DF0464'STATION AT ATHENS, CLARKE COUNTY, OR 0.7 MILE EASTERLY ALONG OAK
 DF0464'STREET (NOW U.S. 78 ROUTE) FROM THE CENTER OF THE CONCRETE BRIDGE
 DF0464'OVER THE OCONEE RIVER, 134.3 FEET WNW OF NO 38 RAILROAD MILEPOST,
 DF0464'76 FEET SSE OF THE CENTER OF OAK STREET CROSSING, 25.0 FEET SW OF
 DF0464'THE SW RAIL, 1.3 FEET NW OF SW BOTTOM CROSSTIE MEMBER OF STEEL
 DF0464'SCAFFOLDING SUPPORTING THE MOST NLY OF 3 TANKS ON STEEL SCAFFOLDS,
 DF0464'2.4 FEET W OF THE MOST EASTERLY LEG OF SAME, 1.4 FEET SW OF THE W
 DF0464'CORNER OF THE MOST EASTERLY CONCRETE FOOTING OF THE STEEL SUPPORT
 DF0464'SCAFFOLD OF THE MOST NORTHERLY OF 3 TANKS ON SCAFFOLDS, AND 0.8
 DF0464'FOOT LOWER THAN THE TOP OF THE SAID FOOTING.  A STANDARD DISK IS
 DF0464'STAMPED A 62 1933 682.545 AND SET IN TOP OF A CONCRETE POST THAT
 DF0464'IS 0.7 FOOT UNDERGROUND.
 DF0464
 DF0464                          STATION RECOVERY (1964)
 DF0464
 DF0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DF0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0397 ***********************************************************************
 DF0397  DESIGNATION -  A 63
 DF0397  PID         -  DF0397
 DF0397  STATE/COUNTY-  GA/WARREN
 DF0397  USGS QUAD   -  SHARON (1981)
 DF0397
 DF0397                         *CURRENT SURVEY CONTROL
 DF0397  ___________________________________________________________________
 DF0397* NAD 83(1986)-  33 30 45.     (N)    082 48 45.     (W)     SCALED    
 DF0397* NAVD 88     -       196.422  (meters)     644.43   (feet)  ADJUSTED  
 DF0397  ___________________________________________________________________
 DF0397  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF0397  DYNAMIC HT  -         196.216 (meters)     643.75  (feet)  COMP
 DF0397  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DF0397
 DF0397  VERT ORDER  -  SECOND    CLASS 0
 DF0397
 DF0397.The horizontal coordinates were scaled from a topographic map and have
 DF0397.an estimated accuracy of +/- 6 seconds.
 DF0397
 DF0397.The orthometric height was determined by differential leveling
 DF0397.and adjusted by the National Geodetic Survey in June 1991..
 DF0397
 DF0397.The geoid height was determined by GEOID03.
 DF0397
 DF0397.The dynamic height is computed by dividing the NAVD 88
 DF0397.geopotential number by the normal gravity value computed on the
 DF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0397.degrees latitude (g = 980.6199 gals.).
 DF0397
 DF0397.The modeled gravity was interpolated from observed gravity values.
 DF0397
 DF0397;                    North         East    Units  Estimated Accuracy
 DF0397;SPC GA E     -   389,620.      140,000.      MT  (+/- 180 meters Scaled)
 DF0397
 DF0397                          SUPERSEDED SURVEY CONTROL
 DF0397
 DF0397  NGVD 29 (??/??/92)  196.553  (m)          644.86   (f) ADJ UNCH    2 0
 DF0397
 DF0397.Superseded values are not recommended for survey control.
 DF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0397.See file dsdata.txt to determine how the superseded data were derived.
 DF0397
 DF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT316095(NAD 83)
 DF0397_MARKER: DB = BENCH MARK DISK
 DF0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0397_SP_SET: TURNTABLE ABUTMENT
 DF0397_STAMPING: A 63 1933 644.858
 DF0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0397
 DF0397  HISTORY     - Date     Condition        Report By
 DF0397  HISTORY     - 1933     MONUMENTED       CGS
 DF0397  HISTORY     - 1955     GOOD             NGS
 DF0397  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0397
 DF0397                          STATION DESCRIPTION
 DF0397
 DF0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0397'0.2 MI NW FROM BARNETT.
 DF0397'ABOUT 0.25 MILES NW ALONG THE GEORGIA RAILROAD FROM THE STATION
 DF0397'AT BARNETT, WARREN COUNTY, IN THE TOP OF SW END OF NW CONCRETE
 DF0397'ABUTMENT OF AN OLD REMOVED TURNTABLE, 40.3 FEET NE OF NE RAIL OF
 DF0397'MAIN LINE, 9.5 FEET E OF THE E CORNER OF MOST EASTERLY OF 6
 DF0397'CONCRETE FOOTINGS OF AN ELEVATED TANK, AND 1.1 FEET LOWER THAN THE
 DF0397'TOP OF SAID RAIL.  A STANDARD DISK IS STAMPED A 63 1933 644.858
 DF0397'AND CEMENTED IN A DRILL HOLE OF THE ABUTMENT WHICH IS ABOUT EVEN
 DF0397'WITH THE GENERAL LEVEL OF THE GROUND.
 DF0397
 DF0397                          STATION RECOVERY (1976)
 DF0397
 DF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0991 ***********************************************************************
 DG0991  DESIGNATION -  A 67
 DG0991  PID         -  DG0991
 DG0991  STATE/COUNTY-  GA/COWETA
 DG0991  USGS QUAD   -  SENOIA (1982)
 DG0991
 DG0991                         *CURRENT SURVEY CONTROL
 DG0991  ___________________________________________________________________
 DG0991* NAD 83(1986)-  33 17 53.     (N)    084 32 55.     (W)     SCALED    
 DG0991* NAVD 88     -       258.795  (meters)     849.06   (feet)  ADJUSTED  
 DG0991  ___________________________________________________________________
 DG0991  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG0991  DYNAMIC HT  -         258.503 (meters)     848.11  (feet)  COMP
 DG0991  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 DG0991
 DG0991  VERT ORDER  -  SECOND    CLASS 0
 DG0991
 DG0991.The horizontal coordinates were scaled from a topographic map and have
 DG0991.an estimated accuracy of +/- 6 seconds.
 DG0991
 DG0991.The orthometric height was determined by differential leveling
 DG0991.and adjusted by the National Geodetic Survey in June 1991..
 DG0991
 DG0991.The geoid height was determined by GEOID03.
 DG0991
 DG0991.The dynamic height is computed by dividing the NAVD 88
 DG0991.geopotential number by the normal gravity value computed on the
 DG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0991.degrees latitude (g = 980.6199 gals.).
 DG0991
 DG0991.The modeled gravity was interpolated from observed gravity values.
 DG0991
 DG0991;                    North         East    Units  Estimated Accuracy
 DG0991;SPC GA W     -   365,720.      664,430.      MT  (+/- 180 meters Scaled)
 DG0991
 DG0991                          SUPERSEDED SURVEY CONTROL
 DG0991
 DG0991  NGVD 29 (??/??/92)  258.784  (m)          849.03   (f) ADJ UNCH    2 0
 DG0991
 DG0991.Superseded values are not recommended for survey control.
 DG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0991.See file dsdata.txt to determine how the superseded data were derived.
 DG0991
 DG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB282870(NAD 83)
 DG0991_MARKER: Z = SEE DESCRIPTION
 DG0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0991_STAMPING: A 67 1934 849.027
 DG0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0991+STABILITY: SURFACE MOTION
 DG0991
 DG0991  HISTORY     - Date     Condition        Report By
 DG0991  HISTORY     - 1934     MONUMENTED       CGS
 DG0991  HISTORY     - 1953     GOOD             NGS
 DG0991
 DG0991                          STATION DESCRIPTION
 DG0991
 DG0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0991'AT SENOIA.
 DG0991'AT SENOIA, COWETA COUNTY, AT THE CROSSING OF THE CENTRAL OF
 DG0991'GEORGIA RAILWAY AND THE ATLANTA, BIRMINGHAM AND COAST RAILROAD,
 DG0991'0.2 MILE SOUTHEAST OF MILEPOST C 179, 15.5 FEET NORTHEAST OF THE
 DG0991'NORTHEAST RAIL OF THE CENTRAL OF GEORGIA RAILWAY TRACK, 14.7 FEET
 DG0991'NORTHWEST OF THE NORTHWEST RAIL OF THE ATLANTA, BIRMINGHAM AND
 DG0991'COAST RAILROAD TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1415 ***********************************************************************
 DG1415  DESIGNATION -  A 68
 DG1415  PID         -  DG1415
 DG1415  STATE/COUNTY-  GA/HEARD
 DG1415  USGS QUAD   -  HILLCREST (1983)
 DG1415
 DG1415                         *CURRENT SURVEY CONTROL
 DG1415  ___________________________________________________________________
 DG1415* NAD 83(1986)-  33 13 19.     (N)    085 01 41.     (W)     SCALED    
 DG1415* NAVD 88     -       196.476  (meters)     644.61   (feet)  ADJUSTED  
 DG1415  ___________________________________________________________________
 DG1415  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG1415  DYNAMIC HT  -         196.253 (meters)     643.87  (feet)  COMP
 DG1415  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 DG1415
 DG1415  VERT ORDER  -  SECOND    CLASS 0
 DG1415
 DG1415.The horizontal coordinates were scaled from a topographic map and have
 DG1415.an estimated accuracy of +/- 6 seconds.
 DG1415
 DG1415.The orthometric height was determined by differential leveling
 DG1415.and adjusted by the National Geodetic Survey in June 1991..
 DG1415
 DG1415.The geoid height was determined by GEOID03.
 DG1415
 DG1415.The dynamic height is computed by dividing the NAVD 88
 DG1415.geopotential number by the normal gravity value computed on the
 DG1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1415.degrees latitude (g = 980.6199 gals.).
 DG1415
 DG1415.The modeled gravity was interpolated from observed gravity values.
 DG1415
 DG1415;                    North         East    Units  Estimated Accuracy
 DG1415;SPC GA W     -   357,550.      619,710.      MT  (+/- 180 meters Scaled)
 DG1415
 DG1415                          SUPERSEDED SURVEY CONTROL
 DG1415
 DG1415  NGVD 29 (??/??/92)  196.441  (m)          644.49   (f) ADJ UNCH    2 0
 DG1415
 DG1415.Superseded values are not recommended for survey control.
 DG1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1415.See file dsdata.txt to determine how the superseded data were derived.
 DG1415
 DG1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB837776(NAD 83)
 DG1415_MARKER: DB = BENCH MARK DISK
 DG1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1415_STAMPING: A 68 1934 644.490
 DG1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1415+STABILITY: SURFACE MOTION
 DG1415
 DG1415  HISTORY     - Date     Condition        Report By
 DG1415  HISTORY     - 1934     MONUMENTED       CGS
 DG1415  HISTORY     - 1954     GOOD             NGS
 DG1415
 DG1415                          STATION DESCRIPTION
 DG1415
 DG1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DG1415'6.2 MI S FROM FRANKLIN.
 DG1415'LOCATED 6.2 MILES SOUTH OF THE COURTHOUSE IN FRANKLIN ALONG
 DG1415'U.S. HIGHWAY 27, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 DG1415'U.S. HIGHWAY 27 AND THE NEW RIVER, 96 FEET WEST OF THE CENTERLINE
 DG1415'OF THE HIGHWAY AND 82 FEET SOUTH OF THE SOUTH BANK OF THE RIVER.
 DG1415'IT IS 12 FEET WEST OF A TWIN POPULAR TREE, 15 FEET EAST OF REA
 DG1415'POWER POLE NO. 49, 6 FEET SOUTH OF THE EXTENDED TANGENT OF THE
 DG1415'SOUTH END OF THE BRIDGE AND 17 FEET SOUTHWEST OF A TRACK ROAD
 DG1415'LEADING TO THE RIVER.  IT IS A STANDARD DISK SET IN THE TOP OF A
 DG1415'CONCRETE POST PROJECTING 8 INCHES AND ABOUT 12 FEET LOWER THAN
 DG1415'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0526 ***********************************************************************
 DF0526  DESIGNATION -  A 69
 DF0526  PID         -  DF0526
 DF0526  STATE/COUNTY-  GA/BALDWIN
 DF0526  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0526
 DF0526                         *CURRENT SURVEY CONTROL
 DF0526  ___________________________________________________________________
 DF0526* NAD 83(1986)-  33 04 14.     (N)    083 19 26.     (W)     SCALED    
 DF0526* NAVD 88     -        99.517  (meters)     326.50   (feet)  ADJUSTED  
 DF0526  ___________________________________________________________________
 DF0526  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DF0526  DYNAMIC HT  -          99.410 (meters)     326.15  (feet)  COMP
 DF0526  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DF0526
 DF0526  VERT ORDER  -  FIRST     CLASS II
 DF0526
 DF0526.The horizontal coordinates were scaled from a topographic map and have
 DF0526.an estimated accuracy of +/- 6 seconds.
 DF0526
 DF0526.The orthometric height was determined by differential leveling
 DF0526.and adjusted by the National Geodetic Survey in June 1991..
 DF0526
 DF0526.The geoid height was determined by GEOID03.
 DF0526
 DF0526.The dynamic height is computed by dividing the NAVD 88
 DF0526.geopotential number by the normal gravity value computed on the
 DF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0526.degrees latitude (g = 980.6199 gals.).
 DF0526
 DF0526.The modeled gravity was interpolated from observed gravity values.
 DF0526
 DF0526;                    North         East    Units  Estimated Accuracy
 DF0526;SPC GA E     -   341,020.       91,950.      MT  (+/- 180 meters Scaled)
 DF0526
 DF0526                          SUPERSEDED SURVEY CONTROL
 DF0526
 DF0526  NGVD 29 (??/??/92)   99.677  (m)          327.02   (f) ADJ UNCH    1 2
 DF0526
 DF0526.Superseded values are not recommended for survey control.
 DF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0526.See file dsdata.txt to determine how the superseded data were derived.
 DF0526
 DF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS830615(NAD 83)
 DF0526_MARKER: DB = BENCH MARK DISK
 DF0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0526_SP_SET: BRIDGE
 DF0526_STAMPING: 327.024 A 69 1934
 DF0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0526
 DF0526  HISTORY     - Date     Condition        Report By
 DF0526  HISTORY     - 1934     MONUMENTED       CGS
 DF0526  HISTORY     - 1959     GOOD             NGS
 DF0526  HISTORY     - 1962     GOOD             NGS
 DF0526  HISTORY     - 1976     GOOD             NGS
 DF0526
 DF0526                          STATION DESCRIPTION
 DF0526
 DF0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0526'6 MI W FROM MILLEDGEVILLE.
 DF0526'6.0 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0526'MILLEDGEVILLE, 0.3 MILE SOUTHWEST OF MILEPOST M 51, 6 FEET
 DF0526'SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF THE SOUTHEAST END
 DF0526'OF THE SOUTHWEST ABUTMENT TO BRIDGE 51-2 OVER FISHING CREEK,
 DF0526'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 DF0526
 DF0526                          STATION RECOVERY (1962)
 DF0526
 DF0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 DF0526'RECOVERED IN GOOD CONDITION.
 DF0526
 DF0526                          STATION RECOVERY (1976)
 DF0526
 DF0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0611 ***********************************************************************
 BS0611  DESIGNATION -  A 7
 BS0611  PID         -  BS0611
 BS0611  STATE/COUNTY-  GA/ATKINSON
 BS0611  USGS QUAD   -  WILLACOOCHEE (1972)
 BS0611
 BS0611                         *CURRENT SURVEY CONTROL
 BS0611  ___________________________________________________________________
 BS0611* NAD 83(1986)-  31 20 24.     (N)    083 02 39.     (W)     SCALED    
 BS0611* NAVD 88     -        73.997  (meters)     242.77   (feet)  ADJUSTED  
 BS0611  ___________________________________________________________________
 BS0611  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BS0611  DYNAMIC HT  -          73.908 (meters)     242.48  (feet)  COMP
 BS0611  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BS0611
 BS0611  VERT ORDER  -  FIRST     CLASS II
 BS0611
 BS0611.The horizontal coordinates were scaled from a topographic map and have
 BS0611.an estimated accuracy of +/- 6 seconds.
 BS0611
 BS0611.The orthometric height was determined by differential leveling
 BS0611.and adjusted by the National Geodetic Survey in June 1991..
 BS0611
 BS0611.The geoid height was determined by GEOID03.
 BS0611
 BS0611.The dynamic height is computed by dividing the NAVD 88
 BS0611.geopotential number by the normal gravity value computed on the
 BS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0611.degrees latitude (g = 980.6199 gals.).
 BS0611
 BS0611.The modeled gravity was interpolated from observed gravity values.
 BS0611
 BS0611;                    North         East    Units  Estimated Accuracy
 BS0611;SPC GA E     -   148,880.      116,500.      MT  (+/- 180 meters Scaled)
 BS0611
 BS0611                          SUPERSEDED SURVEY CONTROL
 BS0611
 BS0611  NGVD 29 (??/??/92)   74.22   (m)          243.5    (f) COMPUTED    1 2
 BS0611
 BS0611.Superseded values are not recommended for survey control.
 BS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0611.See file dsdata.txt to determine how the superseded data were derived.
 BS0611
 BS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ055690(NAD 83)
 BS0611_MARKER: DB = BENCH MARK DISK
 BS0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0611_STAMPING: A 7 1917
 BS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0611+STABILITY: SURFACE MOTION
 BS0611
 BS0611  HISTORY     - Date     Condition        Report By
 BS0611  HISTORY     - 1917     MONUMENTED       CGS
 BS0611  HISTORY     - 1934     GOOD             NGS
 BS0611
 BS0611                          STATION DESCRIPTION
 BS0611
 BS0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BS0611'IN WILLICOOCHEE.
 BS0611'IN WILLICOOCHEE, BETWEEN THE DEPOT AND STATE HIGHWAY 50, 88 FEET
 BS0611'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HW VICKER SHOE STORE,
 BS0611'46.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 40.7 FEET
 BS0611'NORTHEAST OF A SWITCHSTAND, 25 FEET SOUTH OF THE CENTERLINE OF
 BS0611'THE HIGHWAY (STATE HIGHWAY 50).  A CONCRETE POST WITH DISK IN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0610 ***********************************************************************
 BS0610  DESIGNATION -  A 7 RESET 1935
 BS0610  PID         -  BS0610
 BS0610  STATE/COUNTY-  GA/ATKINSON
 BS0610  USGS QUAD   -  WILLACOOCHEE (1972)
 BS0610
 BS0610                         *CURRENT SURVEY CONTROL
 BS0610  ___________________________________________________________________
 BS0610* NAD 83(1986)-  31 20 24.     (N)    083 02 39.     (W)     SCALED    
 BS0610* NAVD 88     -        74.19   (meters)     243.4    (feet)  RESET     
 BS0610  ___________________________________________________________________
 BS0610  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BS0610
 BS0610  VERT ORDER  -  THIRD
 BS0610
 BS0610.The horizontal coordinates were scaled from a topographic map and have
 BS0610.an estimated accuracy of +/- 6 seconds.
 BS0610
 BS0610.The orthometric height was computed from unverified reset data.
 BS0610.No vertical observational check was made to the station.
 BS0610
 BS0610.The geoid height was determined by GEOID03.
 BS0610
 BS0610;                    North         East    Units  Estimated Accuracy
 BS0610;SPC GA E     -   148,880.      116,500.      MT  (+/- 180 meters Scaled)
 BS0610
 BS0610                          SUPERSEDED SURVEY CONTROL
 BS0610
 BS0610  NGVD 29 (??/??/??)   74.41   (m)          244.1    (f) RESET       3  
 BS0610
 BS0610.Superseded values are not recommended for survey control.
 BS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0610.See file dsdata.txt to determine how the superseded data were derived.
 BS0610
 BS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ055690(NAD 83)
 BS0610_MARKER: DB = BENCH MARK DISK
 BS0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0610_STAMPING: A 7 RESET 1935
 BS0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0610+STABILITY: SURFACE MOTION
 BS0610
 BS0610  HISTORY     - Date     Condition        Report By
 BS0610  HISTORY     - 1935     MONUMENTED       GAHD
 BS0610  HISTORY     - 1957     GOOD             NGS
 BS0610  HISTORY     - 1972     MARK NOT FOUND   USGS
 BS0610
 BS0610                          STATION DESCRIPTION
 BS0610
 BS0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BS0610'AT WILLACOOCHEE.
 BS0610'AT WILLACOOCHEE, ATKINSON COUNTY, AT THE ATLANTIC COAST LINE
 BS0610'RAILROAD STATION, 35 FEET NORTH OF THE EAST END OF THE MAIN
 BS0610'BUILDING 45 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 50,
 BS0610'AND 21 FEET NORTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 BS0610'A 7 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BS0610
 BS0610                          STATION RECOVERY (1972)
 BS0610
 BS0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BS0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0332 ***********************************************************************
 DF0332  DESIGNATION -  A 70
 DF0332  PID         -  DF0332
 DF0332  STATE/COUNTY-  GA/WARREN
 DF0332  USGS QUAD   -  WARRENTON (1987)
 DF0332
 DF0332                         *CURRENT SURVEY CONTROL
 DF0332  ___________________________________________________________________
 DF0332* NAD 83(1986)-  33 25 12.     (N)    082 38 48.     (W)     SCALED    
 DF0332* NAVD 88     -       168.832  (meters)     553.91   (feet)  ADJUSTED  
 DF0332  ___________________________________________________________________
 DF0332  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF0332  DYNAMIC HT  -         168.653 (meters)     553.32  (feet)  COMP
 DF0332  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 DF0332
 DF0332  VERT ORDER  -  FIRST     CLASS II
 DF0332
 DF0332.The horizontal coordinates were scaled from a topographic map and have
 DF0332.an estimated accuracy of +/- 6 seconds.
 DF0332
 DF0332.The orthometric height was determined by differential leveling
 DF0332.and adjusted by the National Geodetic Survey in June 1991..
 DF0332
 DF0332.The geoid height was determined by GEOID03.
 DF0332
 DF0332.The dynamic height is computed by dividing the NAVD 88
 DF0332.geopotential number by the normal gravity value computed on the
 DF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0332.degrees latitude (g = 980.6199 gals.).
 DF0332
 DF0332.The modeled gravity was interpolated from observed gravity values.
 DF0332
 DF0332;                    North         East    Units  Estimated Accuracy
 DF0332;SPC GA E     -   379,280.      155,360.      MT  (+/- 180 meters Scaled)
 DF0332
 DF0332                          SUPERSEDED SURVEY CONTROL
 DF0332
 DF0332  NGVD 29 (??/??/92)  169.019  (m)          554.52   (f) ADJ UNCH    1 2
 DF0332
 DF0332.Superseded values are not recommended for survey control.
 DF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0332.See file dsdata.txt to determine how the superseded data were derived.
 DF0332
 DF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS469990(NAD 83)
 DF0332_MARKER: DB = BENCH MARK DISK
 DF0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0332_STAMPING: A 70 1934
 DF0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0332+STABILITY: SURFACE MOTION
 DF0332
 DF0332  HISTORY     - Date     Condition        Report By
 DF0332  HISTORY     - 1934     MONUMENTED       CGS
 DF0332  HISTORY     - 1962     GOOD             NGS
 DF0332  HISTORY     - 1979     GOOD             NGS
 DF0332  HISTORY     - 1983     GOOD             LOCSUR
 DF0332
 DF0332                          STATION DESCRIPTION
 DF0332
 DF0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0332'1.2 MI NE FROM WARRENTON.
 DF0332'ABOUT 1.25 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM
 DF0332'THE STATION AT WARRENTON, 0.35 MILE SOUTHWEST OF MILEPOST 2,
 DF0332'NEAR THE JUNCTION OF THE SAVANNAH AND ATLANTA RAILWAY LEADING
 DF0332'SOUTHEAST, 15 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 DF0332'TRACK OF THE GEORGIA RAILROAD, 54 FEET NORTHWEST OF AND ACROSS
 DF0332'THE GEORGIA RAILROAD TRACK FROM THE CENTER LINE OF THE CROSSING
 DF0332'OF THE SAVANNAH AND ATLANTA RAILWAY AND A BLACK TOP ROAD WHICH
 DF0332'PARALLELS THE GEORGIA RAILROAD, 264 FEET SOUTHWEST OF A SWITCHSTAND,
 DF0332'45 1/2 FEET WEST OF A TELEGRAPH POLE THAT IS BETWEEN THE
 DF0332'TWO TRACKS, 1 FOOT NORTHEAST OF A STEEL WITNESS POST, 1/2 FOOT
 DF0332'ABOVE THE LEVEL OF THE TRACKS AND SET IN THE TOP OF A CONCRETE
 DF0332'POST 3 INCHES UNDERGROUND.
 DF0332
 DF0332                          STATION RECOVERY (1979)
 DF0332
 DF0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0332'RECOVERED IN GOOD CONDITION.
 DF0332
 DF0332                          STATION RECOVERY (1983)
 DF0332
 DF0332'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 DF0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0355 ***********************************************************************
 DF0355  DESIGNATION -  A 71
 DF0355  PID         -  DF0355
 DF0355  STATE/COUNTY-  GA/HANCOCK
 DF0355  USGS QUAD   -  SPARTA (1987)
 DF0355
 DF0355                         *CURRENT SURVEY CONTROL
 DF0355  ___________________________________________________________________
 DF0355* NAD 83(1986)-  33 15 49.     (N)    082 56 37.     (W)     SCALED    
 DF0355* NAVD 88     -       163.979  (meters)     537.99   (feet)  ADJUSTED  
 DF0355  ___________________________________________________________________
 DF0355  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF0355  DYNAMIC HT  -         163.803 (meters)     537.41  (feet)  COMP
 DF0355  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DF0355
 DF0355  VERT ORDER  -  SECOND    CLASS 0
 DF0355
 DF0355.The horizontal coordinates were scaled from a topographic map and have
 DF0355.an estimated accuracy of +/- 6 seconds.
 DF0355
 DF0355.The orthometric height was determined by differential leveling
 DF0355.and adjusted by the National Geodetic Survey in June 1991..
 DF0355
 DF0355.The geoid height was determined by GEOID03.
 DF0355
 DF0355.The dynamic height is computed by dividing the NAVD 88
 DF0355.geopotential number by the normal gravity value computed on the
 DF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0355.degrees latitude (g = 980.6199 gals.).
 DF0355
 DF0355.The modeled gravity was interpolated from observed gravity values.
 DF0355
 DF0355;                    North         East    Units  Estimated Accuracy
 DF0355;SPC GA E     -   362,100.      127,620.      MT  (+/- 180 meters Scaled)
 DF0355
 DF0355                          SUPERSEDED SURVEY CONTROL
 DF0355
 DF0355  NGVD 29 (??/??/92)  164.124  (m)          538.46   (f) ADJ UNCH    2 0
 DF0355
 DF0355.Superseded values are not recommended for survey control.
 DF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0355.See file dsdata.txt to determine how the superseded data were derived.
 DF0355
 DF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS189821(NAD 83)
 DF0355_MARKER: DB = BENCH MARK DISK
 DF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0355_STAMPING: A 71 1934 538.463
 DF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0355+STABILITY: SURFACE MOTION
 DF0355
 DF0355  HISTORY     - Date     Condition        Report By
 DF0355  HISTORY     - 1934     MONUMENTED       CGS
 DF0355  HISTORY     - 1955     GOOD             NGS
 DF0355  HISTORY     - 1976     GOOD             NGS
 DF0355
 DF0355                          STATION DESCRIPTION
 DF0355
 DF0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0355'2.2 MI SE FROM SPARTA.
 DF0355'ABOUT 2.2 MILES SE ALONG NO. 15 GEORGIA HIGHWAY FROM THE
 DF0355'COURTHOUSE AT SPARTA, HANCOCK COUNTY, AN ESTIMATED 0.15 MILE NE OF
 DF0355'A HIGHWAY Y-INTERSECTION, 55 YARDS IN FRONT OF THE GILMORE PLACE,
 DF0355'105 FEET NE OF THE CENTER OF THE HIGHWAY, 12.5 FEET NW OF THE
 DF0355'PROJECTED PLANE OF THE SE WALL OF THE GILMORE HOUSE, AND 12 FEET
 DF0355'NNW OF THE CENTER OF A 40-INCH OAK.  A STANDARD DISK IS STAMPED
 DF0355'A 71 1934 538.463 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS
 DF0355'0.3 FOOT.
 DF0355
 DF0355                          STATION RECOVERY (1976)
 DF0355
 DF0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0426 ***********************************************************************
 CL0426  DESIGNATION -  A 72
 CL0426  PID         -  CL0426
 CL0426  STATE/COUNTY-  GA/JOHNSON
 CL0426  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL0426
 CL0426                         *CURRENT SURVEY CONTROL
 CL0426  ___________________________________________________________________
 CL0426* NAD 83(1986)-  32 44 55.     (N)    082 43 00.     (W)     SCALED    
 CL0426* NAVD 88     -        92.083  (meters)     302.11   (feet)  ADJUSTED  
 CL0426  ___________________________________________________________________
 CL0426  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL0426  DYNAMIC HT  -          91.980 (meters)     301.77  (feet)  COMP
 CL0426  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 CL0426
 CL0426  VERT ORDER  -  SECOND    CLASS 0
 CL0426
 CL0426.The horizontal coordinates were scaled from a topographic map and have
 CL0426.an estimated accuracy of +/- 6 seconds.
 CL0426
 CL0426.The orthometric height was determined by differential leveling
 CL0426.and adjusted by the National Geodetic Survey in June 1991..
 CL0426
 CL0426.The geoid height was determined by GEOID03.
 CL0426
 CL0426.The dynamic height is computed by dividing the NAVD 88
 CL0426.geopotential number by the normal gravity value computed on the
 CL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0426.degrees latitude (g = 980.6199 gals.).
 CL0426
 CL0426.The modeled gravity was interpolated from observed gravity values.
 CL0426
 CL0426;                    North         East    Units  Estimated Accuracy
 CL0426;SPC GA E     -   304,860.      148,460.      MT  (+/- 180 meters Scaled)
 CL0426
 CL0426                          SUPERSEDED SURVEY CONTROL
 CL0426
 CL0426  NGVD 29 (??/??/92)   92.232  (m)          302.60   (f) ADJ UNCH    2 0
 CL0426
 CL0426.Superseded values are not recommended for survey control.
 CL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0426.See file dsdata.txt to determine how the superseded data were derived.
 CL0426
 CL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS391247(NAD 83)
 CL0426_MARKER: DB = BENCH MARK DISK
 CL0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0426_STAMPING: A 72 1934
 CL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0426+STABILITY: SURFACE MOTION
 CL0426
 CL0426  HISTORY     - Date     Condition        Report By
 CL0426  HISTORY     - 1934     MONUMENTED       CGS
 CL0426  HISTORY     - 1955     GOOD             NGS
 CL0426  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0426
 CL0426                          STATION DESCRIPTION
 CL0426
 CL0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0426'1.3 MI N FROM WRIGHTSVILLE.
 CL0426'1.3 MILES NORTH ALONG THE WRIGHTSVILLE AND TENNILLE RAILWAY, ABOUT
 CL0426'460 FEET SOUTH OF MILEPOST H-60 IN THE NORTHEAST CORNER OF A
 CL0426'CULTIVATED FIELD, 16 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 CL0426'11.8 FEET WEST OF THE WEST RAIL, AND 8 FEET SOUTH OF THE CENTERLINE
 CL0426'OF THE ROAD.  A STANDARD DISK, STAMPED A 72 1934 AND SET IN THE
 CL0426'TOP OF A CONCRETE POST.
 CL0426
 CL0426                          STATION RECOVERY (1973)
 CL0426
 CL0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0023 ***********************************************************************
 CL0023  DESIGNATION -  A 73
 CL0023  PID         -  CL0023
 CL0023  STATE/COUNTY-  GA/JEFFERSON
 CL0023  USGS QUAD   -  COLEMANS LAKE (1973)
 CL0023
 CL0023                         *CURRENT SURVEY CONTROL
 CL0023  ___________________________________________________________________
 CL0023* NAD 83(1986)-  32 51 46.     (N)    082 21 27.     (W)     SCALED    
 CL0023* NAVD 88     -        64.791  (meters)     212.57   (feet)  ADJUSTED  
 CL0023  ___________________________________________________________________
 CL0023  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CL0023  DYNAMIC HT  -          64.719 (meters)     212.33  (feet)  COMP
 CL0023  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CL0023
 CL0023  VERT ORDER  -  SECOND    CLASS 0
 CL0023
 CL0023.The horizontal coordinates were scaled from a topographic map and have
 CL0023.an estimated accuracy of +/- 6 seconds.
 CL0023
 CL0023.The orthometric height was determined by differential leveling
 CL0023.and adjusted by the National Geodetic Survey in June 1991..
 CL0023
 CL0023.The geoid height was determined by GEOID03.
 CL0023
 CL0023.The dynamic height is computed by dividing the NAVD 88
 CL0023.geopotential number by the normal gravity value computed on the
 CL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0023.degrees latitude (g = 980.6199 gals.).
 CL0023
 CL0023.The modeled gravity was interpolated from observed gravity values.
 CL0023
 CL0023;                    North         East    Units  Estimated Accuracy
 CL0023;SPC GA E     -   317,400.      182,140.      MT  (+/- 180 meters Scaled)
 CL0023
 CL0023                          SUPERSEDED SURVEY CONTROL
 CL0023
 CL0023  NGVD 29 (??/??/92)   64.990  (m)          213.22   (f) ADJ UNCH    2 0
 CL0023
 CL0023.Superseded values are not recommended for survey control.
 CL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0023.See file dsdata.txt to determine how the superseded data were derived.
 CL0023
 CL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS729368(NAD 83)
 CL0023_MARKER: DB = BENCH MARK DISK
 CL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0023_STAMPING: A 73 1934 213.221
 CL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0023+STABILITY: SURFACE MOTION
 CL0023
 CL0023  HISTORY     - Date     Condition        Report By
 CL0023  HISTORY     - 1934     MONUMENTED       CGS
 CL0023  HISTORY     - UNK      GOOD             NGS
 CL0023
 CL0023                          STATION DESCRIPTION
 CL0023
 CL0023'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 CL0023'2.7 MI E FROM WADLEY.
 CL0023'ABOUT 2.7 MILES E ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CL0023'STATION AT WADLEY, JEFFERSON COUNTY, ABOUT 1049 FEET E OF THE
 CL0023'CENTER OF 40-FOOT NO. 104.2 BRIDGE, AT THE E END OF A SHALLOW
 CL0023'CUT, 21.4 FEET WNW OF NO. S 104 RAILROAD MILEPOST, 26.0 FEET N
 CL0023'OF N RAIL 1.4 FEET LOWER THAN TOP OF SAME, AND 2.5 FEET E OF A
 CL0023'TELEPHONE POLE.  A STANDARD DISK IS STAMPED A 73 1934 213.221 AND
 CL0023'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GENERAL
 CL0023'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0012 ***********************************************************************
 CK0012  DESIGNATION -  A 74
 CK0012  PID         -  CK0012
 CK0012  STATE/COUNTY-  GA/BULLOCH
 CK0012  USGS QUAD   -  DAISY (1976)
 CK0012
 CK0012                         *CURRENT SURVEY CONTROL
 CK0012  ___________________________________________________________________
 CK0012* NAD 83(1986)-  32 14 24.     (N)    081 48 45.     (W)     SCALED    
 CK0012* NAVD 88     -        45.604  (meters)     149.62   (feet)  ADJUSTED  
 CK0012  ___________________________________________________________________
 CK0012  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CK0012  DYNAMIC HT  -          45.552 (meters)     149.45  (feet)  COMP
 CK0012  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 CK0012
 CK0012  VERT ORDER  -  FIRST     CLASS II
 CK0012
 CK0012.The horizontal coordinates were scaled from a topographic map and have
 CK0012.an estimated accuracy of +/- 6 seconds.
 CK0012
 CK0012.The orthometric height was determined by differential leveling
 CK0012.and adjusted by the National Geodetic Survey in June 1991..
 CK0012
 CK0012.The geoid height was determined by GEOID03.
 CK0012
 CK0012.The dynamic height is computed by dividing the NAVD 88
 CK0012.geopotential number by the normal gravity value computed on the
 CK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0012.degrees latitude (g = 980.6199 gals.).
 CK0012
 CK0012.The modeled gravity was interpolated from observed gravity values.
 CK0012
 CK0012;                    North         East    Units  Estimated Accuracy
 CK0012;SPC GA E     -   248,380.      233,380.      MT  (+/- 180 meters Scaled)
 CK0012
 CK0012                          SUPERSEDED SURVEY CONTROL
 CK0012
 CK0012  NGVD 29 (??/??/92)   45.821  (m)          150.33   (f) ADJ UNCH    1 2
 CK0012
 CK0012.Superseded values are not recommended for survey control.
 CK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0012.See file dsdata.txt to determine how the superseded data were derived.
 CK0012
 CK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR234673(NAD 83)
 CK0012_MARKER: DB = BENCH MARK DISK
 CK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0012_STAMPING: 150.331 A 74 1934
 CK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0012+STABILITY: SURFACE MOTION
 CK0012
 CK0012  HISTORY     - Date     Condition        Report By
 CK0012  HISTORY     - 1934     MONUMENTED       CGS
 CK0012  HISTORY     - 1955     GOOD             NGS
 CK0012  HISTORY     - 1958     GOOD             NGS
 CK0012
 CK0012                          STATION DESCRIPTION
 CK0012
 CK0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0012'6 MI SW FROM NEVILS.
 CK0012'ABOUT 0.55 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 CK0012'AT NEVILS, THENCE ABOUT 3.85 MILES WEST AND SOUTHWEST ALONG A
 CK0012'GRADED SAND ROAD, THENCE ABOUT 1.55 MILES SOUTHEAST ALONG A GRADED
 CK0012'SAND ROAD, AT CROSSING OF OLD ABANDONED SHEARWOOD RAILWAY AT
 CK0012'OVERBROOK (ABANDONED), ABOUT 0.65 MILE SOUTHEAST OF JUNCTION
 CK0012'OF A ROAD WEST, 70 FEET NORTHEAST OF CENTER LINE OF ROAD, 293
 CK0012'FEET NORTH-NORTHWEST OF A FENCE CORNER AT WEST CORNER OF A
 CK0012'CULTIVATED FIELD, 31 FEET NORTH OF AN 18-INCH OAK TREE, 116 FEET
 CK0012'NORTH-NORTHEAST AND ACROSS ROAD FROM A POWER POLE WITH GUY WIRE
 CK0012'AND A BRANCH LINE TO A FRAME HOUSE, 21 FEET SOUTH OF CENTER OF
 CK0012'OLD RAILROAD GRADE, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET
 CK0012'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CK0012
 CK0012                          STATION RECOVERY (1958)
 CK0012
 CK0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CK0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0286 ***********************************************************************
 CL0286  DESIGNATION -  A 75
 CL0286  PID         -  CL0286
 CL0286  STATE/COUNTY-  GA/TREUTLEN
 CL0286  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL0286
 CL0286                         *CURRENT SURVEY CONTROL
 CL0286  ___________________________________________________________________
 CL0286* NAD 83(1994)-  32 20 05.89375(N)    082 33 55.80422(W)     ADJUSTED  
 CL0286* NAVD 88     -        88.752  (meters)     291.18   (feet)  ADJUSTED  
 CL0286  ___________________________________________________________________
 CL0286  X           -     697,987.230 (meters)                     COMP
 CL0286  Y           -  -5,348,985.529 (meters)                     COMP
 CL0286  Z           -   3,391,906.474 (meters)                     COMP
 CL0286  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CL0286  ELLIP HEIGHT-          60.18  (meters)          (09/03/97) GPS OBS
 CL0286  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CL0286  DYNAMIC HT  -          88.651 (meters)     290.85  (feet)  COMP
 CL0286  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 CL0286
 CL0286  HORZ ORDER  -  SECOND
 CL0286  VERT ORDER  -  SECOND    CLASS 0
 CL0286  ELLP ORDER  -  FOURTH    CLASS II
 CL0286
 CL0286.The horizontal coordinates were established by classical geodetic methods
 CL0286.and adjusted by the National Geodetic Survey in September 1997..
 CL0286
 CL0286.The orthometric height was determined by differential leveling
 CL0286.and adjusted by the National Geodetic Survey in June 1991..
 CL0286
 CL0286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL0286
 CL0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0286
 CL0286.The ellipsoidal height was determined by GPS observations
 CL0286.and is referenced to NAD 83.
 CL0286
 CL0286.The geoid height was determined by GEOID03.
 CL0286
 CL0286.The dynamic height is computed by dividing the NAVD 88
 CL0286.geopotential number by the normal gravity value computed on the
 CL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0286.degrees latitude (g = 980.6199 gals.).
 CL0286
 CL0286.The modeled gravity was interpolated from observed gravity values.
 CL0286
 CL0286;                    North         East     Units Scale Factor Converg.
 CL0286;SPC GA E     -   258,927.836   162,454.157   MT  0.99991738   -0 12 48.0
 CL0286;SPC GA E     -   849,499.08    532,985.01   sFT  0.99991738   -0 12 48.0
 CL0286;UTM  17      - 3,578,642.409   352,662.261   MT  0.99986770   -0 50 15.0
 CL0286
 CL0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0286!SPC GA E     -   0.99999055  x   0.99991738  =   0.99990793
 CL0286!UTM  17      -   0.99999055  x   0.99986770  =   0.99985825
 CL0286
 CL0286                          SUPERSEDED SURVEY CONTROL
 CL0286
 CL0286  NAD 83(1986)-  32 20 05.89651(N)    082 33 55.80070(W) AD(       ) 2
 CL0286  NAD 27      -  32 20 05.28100(N)    082 33 56.31885(W) AD(       ) 2
 CL0286  NGVD 29 (??/??/92)   88.951  (m)          291.83   (f) ADJ UNCH    2 0
 CL0286
 CL0286.Superseded values are not recommended for survey control.
 CL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0286.See file dsdata.txt to determine how the superseded data were derived.
 CL0286
 CL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5266278642(NAD 83)
 CL0286_MARKER: DB = BENCH MARK DISK
 CL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL0286_STAMPING: A 75 1934 291.833
 CL0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0286+STABILITY: SURFACE MOTION
 CL0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL0286+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CL0286
 CL0286  HISTORY     - Date     Condition        Report By
 CL0286  HISTORY     - 1934     MONUMENTED       CGS
 CL0286  HISTORY     - 1955     SEE DESCRIPTION  NGS
 CL0286  HISTORY     - 1979     GOOD             NGS
 CL0286  HISTORY     - 1985     GOOD             NGS
 CL0286  HISTORY     - 19861201 GOOD
 CL0286  HISTORY     - 1987     GOOD             NGS
 CL0286
 CL0286                          STATION DESCRIPTION
 CL0286
 CL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0286'1.2 MI NW FROM TARRYTOWN.
 CL0286'IN TREUTLEN COUNTY, 1.2 MILES NORTHWESTERLY ALONG THE MACON,
 CL0286'DUBLIN AND SAVANNAH RAILROAD FROM THE STATION AT TARRYTOWN,
 CL0286'MONTGOMERY COUNTY, 0.3 MILE NORTH OF NO. 80 RAILROAD MILEPOST,
 CL0286'AN ESTIMATED 150 YARDS NORTH OF DOUBLE-POLE POWER LINE CROSSING
 CL0286'OF NO. 29 GEORGIA HIGHWAY, 104 FEET EAST-NORTHEAST OF THE CENTER
 CL0286'OF THE HIGHWAY, 60 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD
 CL0286'RAILROAD CROSSING 23.7 FEET WEST OF THE WEST RAIL, AND 4 FEET
 CL0286'BELOW THE LEVEL OF THE TOP OF THE RAIL.  A STANDARD DISK IS
 CL0286'STAMPED A 75 1934 291.833 AND SET IN THE TOP OF A CONCRETE POST
 CL0286'THAT PROJECTS 0.5 FOOT.
 CL0286
 CL0286                          STATION RECOVERY (1979)
 CL0286
 CL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL0286'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF SOPERTON,
 CL0286'1-1/4 MILES NORTH-NORTHWEST OF TERRYTOWN AND ON RAILROAD
 CL0286'RIGHT-OF-WAY.
 CL0286'
 CL0286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 CL0286'STATE HIGHWAYS 15,29 AND 56 IN SOPERTON, GO SOUTH ON STATE
 CL0286'HIGHWAYS 15 AND 29 FOR 3.45 MILES TO THE STATION ON THE LEFT AS
 CL0286'DESCRIBED.
 CL0286'
 CL0286'THE STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---A 75
 CL0286'1934 ELEV 291.833---,
 CL0286'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 CL0286'PROJECTING 25 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0286'106 FEET EAST FROM THE CENTER OF STATE HIGHWAYS 15 AND 29,
 CL0286'42 FEET SOUTH FROM THE CENTER OF A TRACK ROAD THAT ENDS AT
 CL0286'THE RAILROAD TRACKS,
 CL0286'23.5 FEET WEST FROM THE WEST RAIL OF THE RAILROAD TRACKS AND
 CL0286'0.6 FEET EAST FROM A METAL WITNESS POST.
 CL0286'
 CL0286'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL0286'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL0286'
 CL0286'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WARNOCK
 CL0286'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 CL0286'
 CL0286'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.0 METERS.
 CL0286
 CL0286                          STATION RECOVERY (1985)
 CL0286
 CL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL0286'THE STATION WAS RECOVERED AT THIS DATE.
 CL0286'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY GEL IN
 CL0286'1979.  THE LINE TO STATION WARNOCK IS BLOCKED BY VEGETATION.  THIS
 CL0286'STATION IS TO BE OCCUPIED BY THE GLOBAL POSITIONING SATELLITE
 CL0286'SYSTEM IN THIS PROJECT.
 CL0286'
 CL0286'DESCRIBED BY B. PUTZIGER.
 CL0286
 CL0286                          STATION RECOVERY (1986)
 CL0286
 CL0286'RECOVERED 1986
 CL0286'RECOVERED IN GOOD CONDITION.
 CL0286
 CL0286                          STATION RECOVERY (1987)
 CL0286
 CL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CL0286'THE STATION WAS RECOVERED AT THIS DATE.
 CL0286'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CL0286'
 CL0286'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 CL0286'SOUTH OF SOPERTON,
 CL0286'1.9 KM (1.15 MI) NORTH OF TARRYTOWN, ON THE OUTSIDE OF A LONG CURVE
 CL0286'IN THE HIGHWAY, AT AN OLD ABANDONED RAILROAD CORSSING.
 CL0286'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 CL0286'
 CL0286'TO REACH THE STATION FROM THE POST OFFICE, AT THE MAIN INTERSECTION
 CL0286'IN TARRYTOWN, GO NORTHWEST FOR 0.8 KM (0.5 MI) ON STATE HIGHWAYS 15
 CL0286'AND 29 TO THE TREUTLEN COUNTY LINE.
 CL0286'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 CL0286'1.0 KM (0.65 MI) ON THE HIGHWAYS TO A TRACK ROAD RIGHT AND STATION
 CL0286'ON THE RIGHT, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY.
 CL0286'
 CL0286'THE STATION IS A STANDARD CGS DISK
 CL0286'STAMPED---A 75 1934 291.833---,
 CL0286'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CL0286'15 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 CL0286'32.0 METERS (105.0 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY,
 CL0286'27.5 METERS (90.2 FT) NORTH FROM THE NORTHERNMOST ONE OF FOUR LARGE
 CL0286'WHITE TELEPHONE CABLE ACCESS BOXES,
 CL0286'12.6 METERS (41.4 FT) SOUTHEAST FROM THE CENTER OF THE ABANDONED
 CL0286'RAILROAD CROSSING (TRACK ROAD),
 CL0286'7.4 METERS (24.2 FT) SOUTHWEST FROM THE SOUTHWEST RAIL, AND
 CL0286'0.2 METERS (0.6 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL0286'
 CL0286'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0872 ***********************************************************************
 BS0872  DESIGNATION -  A 78
 BS0872  PID         -  BS0872
 BS0872  STATE/COUNTY-  GA/IRWIN
 BS0872  USGS QUAD   -  OCILLA WEST (1987)
 BS0872
 BS0872                         *CURRENT SURVEY CONTROL
 BS0872  ___________________________________________________________________
 BS0872* NAD 83(1986)-  31 35 38.     (N)    083 21 31.     (W)     SCALED    
 BS0872* NAVD 88     -       110.436  (meters)     362.32   (feet)  ADJUSTED  
 BS0872  ___________________________________________________________________
 BS0872  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BS0872  DYNAMIC HT  -         110.304 (meters)     361.89  (feet)  COMP
 BS0872  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 BS0872
 BS0872  VERT ORDER  -  FIRST     CLASS II
 BS0872
 BS0872.The horizontal coordinates were scaled from a topographic map and have
 BS0872.an estimated accuracy of +/- 6 seconds.
 BS0872
 BS0872.The orthometric height was determined by differential leveling
 BS0872.and adjusted by the National Geodetic Survey in June 1991..
 BS0872
 BS0872.The geoid height was determined by GEOID03.
 BS0872
 BS0872.The dynamic height is computed by dividing the NAVD 88
 BS0872.geopotential number by the normal gravity value computed on the
 BS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0872.degrees latitude (g = 980.6199 gals.).
 BS0872
 BS0872.The modeled gravity was interpolated from observed gravity values.
 BS0872
 BS0872;                    North         East    Units  Estimated Accuracy
 BS0872;SPC GA W     -   176,970.      776,680.      MT  (+/- 180 meters Scaled)
 BS0872
 BS0872                          SUPERSEDED SURVEY CONTROL
 BS0872
 BS0872  NGVD 29 (??/??/92)  110.626  (m)          362.95   (f) ADJ UNCH    1 2
 BS0872
 BS0872.Superseded values are not recommended for survey control.
 BS0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0872.See file dsdata.txt to determine how the superseded data were derived.
 BS0872
 BS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ762978(NAD 83)
 BS0872_MARKER: DB = BENCH MARK DISK
 BS0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0872_STAMPING: A 78 1934
 BS0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0872+STABILITY: SURFACE MOTION
 BS0872
 BS0872  HISTORY     - Date     Condition        Report By
 BS0872  HISTORY     - 1934     MONUMENTED       CGS
 BS0872  HISTORY     - 1962     MARK NOT FOUND   NGS
 BS0872
 BS0872                          STATION DESCRIPTION
 BS0872
 BS0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0872'2.4 MI SW FROM MYSTIC.
 BS0872'2.4 MILES SOUTHWEST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 BS0872'RAILROAD FROM THE STATION AT MYSTIC, IRWIN COUNTY, 62 FEET NORTH
 BS0872'OF THE STATION SIGN AT PINETTA, 0.4 MILE NORTHEAST OF MILEPOST
 BS0872'C 138, 63 FEET NORTHEAST OF A ROAD CROSSING, 46 FEET NORTHEAST
 BS0872'OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF A SWITCH STAND,
 BS0872'80 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 2 FEET HIGHER
 BS0872'THAN THE RAIL.  A STANDARD DISK, STAMPED A 78 1934 AND SET
 BS0872'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1000 ***********************************************************************
 BS1000  DESIGNATION -  A 79
 BS1000  PID         -  BS1000
 BS1000  STATE/COUNTY-  GA/CRISP
 BS1000  USGS QUAD   -  PENIA (1977)
 BS1000
 BS1000                         *CURRENT SURVEY CONTROL
 BS1000  ___________________________________________________________________
 BS1000* NAD 83(1986)-  31 57 32.     (N)    083 44 07.     (W)     SCALED    
 BS1000* NAVD 88     -       116.759  (meters)     383.07   (feet)  ADJUSTED  
 BS1000  ___________________________________________________________________
 BS1000  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BS1000  DYNAMIC HT  -         116.621 (meters)     382.61  (feet)  COMP
 BS1000  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 BS1000
 BS1000  VERT ORDER  -  SECOND    CLASS 0
 BS1000
 BS1000.The horizontal coordinates were scaled from a topographic map and have
 BS1000.an estimated accuracy of +/- 6 seconds.
 BS1000
 BS1000.The orthometric height was determined by differential leveling
 BS1000.and adjusted by the National Geodetic Survey in June 1991..
 BS1000
 BS1000.The geoid height was determined by GEOID03.
 BS1000
 BS1000.The dynamic height is computed by dividing the NAVD 88
 BS1000.geopotential number by the normal gravity value computed on the
 BS1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1000.degrees latitude (g = 980.6199 gals.).
 BS1000
 BS1000.The modeled gravity was interpolated from observed gravity values.
 BS1000
 BS1000;                    North         East    Units  Estimated Accuracy
 BS1000;SPC GA W     -   217,240.      740,780.      MT  (+/- 180 meters Scaled)
 BS1000
 BS1000                          SUPERSEDED SURVEY CONTROL
 BS1000
 BS1000  NGVD 29 (??/??/92)  116.924  (m)          383.61   (f) ADJ UNCH    2 0
 BS1000
 BS1000.Superseded values are not recommended for survey control.
 BS1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1000.See file dsdata.txt to determine how the superseded data were derived.
 BS1000
 BS1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR414391(NAD 83)
 BS1000_MARKER: DB = BENCH MARK DISK
 BS1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1000_STAMPING: A 79 1934
 BS1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1000+STABILITY: SURFACE MOTION
 BS1000
 BS1000  HISTORY     - Date     Condition        Report By
 BS1000  HISTORY     - 1934     MONUMENTED       CGS
 BS1000  HISTORY     - 1975     MARK NOT FOUND   GADT
 BS1000
 BS1000                          STATION DESCRIPTION
 BS1000
 BS1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS1000'2.9 MI SE FROM CORDELE.
 BS1000'2.9 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS1000'THE STATION AT CORDELE, CRISP COUNTY, 130 FEET SOUTHEAST OF
 BS1000'MILEPOST 160, 64.1 FEET WEST OF THE CENTER OF A ROAD CROSSING,
 BS1000'45.3 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 22.3 FEET
 BS1000'SOUTH OF THE SOUTH RAIL, AND 7.8 FEET NORTH OF A ROW OF TELEPHONE
 BS1000'POLES.  A STANDARD DISK, STAMPED A 79 1934 AND SET IN THE TOP OF
 BS1000'A CONCRETE POST.
 BS1000
 BS1000                          STATION RECOVERY (1975)
 BS1000
 BS1000'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 BS1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0812 ***********************************************************************
 CL0812  DESIGNATION -  A 80
 CL0812  PID         -  CL0812
 CL0812  STATE/COUNTY-  GA/MACON
 CL0812  USGS QUAD   -  MARSHALLVILLE (1981)
 CL0812
 CL0812                         *CURRENT SURVEY CONTROL
 CL0812  ___________________________________________________________________
 CL0812* NAD 83(1986)-  32 23 30.     (N)    083 58 50.     (W)     SCALED    
 CL0812* NAVD 88     -       107.607  (meters)     353.04   (feet)  ADJUSTED  
 CL0812  ___________________________________________________________________
 CL0812  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CL0812  DYNAMIC HT  -         107.487 (meters)     352.65  (feet)  COMP
 CL0812  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CL0812
 CL0812  VERT ORDER  -  SECOND    CLASS 0
 CL0812
 CL0812.The horizontal coordinates were scaled from a topographic map and have
 CL0812.an estimated accuracy of +/- 6 seconds.
 CL0812
 CL0812.The orthometric height was determined by differential leveling
 CL0812.and adjusted by the National Geodetic Survey in June 1991..
 CL0812
 CL0812.The geoid height was determined by GEOID03.
 CL0812
 CL0812.The dynamic height is computed by dividing the NAVD 88
 CL0812.geopotential number by the normal gravity value computed on the
 CL0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0812.degrees latitude (g = 980.6199 gals.).
 CL0812
 CL0812.The modeled gravity was interpolated from observed gravity values.
 CL0812
 CL0812;                    North         East    Units  Estimated Accuracy
 CL0812;SPC GA W     -   265,160.      717,510.      MT  (+/- 180 meters Scaled)
 CL0812
 CL0812                          SUPERSEDED SURVEY CONTROL
 CL0812
 CL0812  NGVD 29 (??/??/92)  107.725  (m)          353.43   (f) ADJ UNCH    2 0
 CL0812
 CL0812.Superseded values are not recommended for survey control.
 CL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0812.See file dsdata.txt to determine how the superseded data were derived.
 CL0812
 CL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR196877(NAD 83)
 CL0812_MARKER: DB = BENCH MARK DISK
 CL0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0812_STAMPING: A 80 1934
 CL0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0812+STABILITY: SURFACE MOTION
 CL0812
 CL0812  HISTORY     - Date     Condition        Report By
 CL0812  HISTORY     - 1934     MONUMENTED       CGS
 CL0812  HISTORY     - 1972     MARK NOT FOUND   NGS
 CL0812
 CL0812                          STATION DESCRIPTION
 CL0812
 CL0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0812'2.3 MI SE FROM WINCHESTER.
 CL0812'2.3 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CL0812'STATION AT WINCHESTER, MACON COUNTY, 0.4 MILE NORTHEAST OF MILEPOST
 CL0812'S 233, 120.5 FEET WEST OF THE CENTER OF A ROAD CROSSING, AND 24.1
 CL0812'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED A 80 1934
 CL0812'AND SET IN THE TOP OF A CONCRETE POST.
 CL0812
 CL0812                          STATION RECOVERY (1972)
 CL0812
 CL0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CL0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1389 ***********************************************************************
 BT1389  DESIGNATION -  A 81
 BT1389  PID         -  BT1389
 BT1389  STATE/COUNTY-  GA/SUMTER
 BT1389  USGS QUAD   -  SMITHVILLE EAST (1987)
 BT1389
 BT1389                         *CURRENT SURVEY CONTROL
 BT1389  ___________________________________________________________________
 BT1389* NAD 83(1986)-  31 59 45.     (N)    084 14 33.     (W)     SCALED    
 BT1389* NAVD 88     -       107.922  (meters)     354.07   (feet)  ADJUSTED  
 BT1389  ___________________________________________________________________
 BT1389  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BT1389  DYNAMIC HT  -         107.796 (meters)     353.66  (feet)  COMP
 BT1389  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 BT1389
 BT1389  VERT ORDER  -  SECOND    CLASS 0
 BT1389
 BT1389.The horizontal coordinates were scaled from a topographic map and have
 BT1389.an estimated accuracy of +/- 6 seconds.
 BT1389
 BT1389.The orthometric height was determined by differential leveling
 BT1389.and adjusted by the National Geodetic Survey in June 1991..
 BT1389
 BT1389.The geoid height was determined by GEOID03.
 BT1389
 BT1389.The dynamic height is computed by dividing the NAVD 88
 BT1389.geopotential number by the normal gravity value computed on the
 BT1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1389.degrees latitude (g = 980.6199 gals.).
 BT1389
 BT1389.The modeled gravity was interpolated from observed gravity values.
 BT1389
 BT1389;                    North         East    Units  Estimated Accuracy
 BT1389;SPC GA W     -   221,260.      692,840.      MT  (+/- 180 meters Scaled)
 BT1389
 BT1389                          SUPERSEDED SURVEY CONTROL
 BT1389
 BT1389  NGVD 29 (??/??/92)  108.036  (m)          354.45   (f) ADJ UNCH    2 0
 BT1389
 BT1389.Superseded values are not recommended for survey control.
 BT1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1389.See file dsdata.txt to determine how the superseded data were derived.
 BT1389
 BT1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA605432(NAD 83)
 BT1389_MARKER: DB = BENCH MARK DISK
 BT1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1389_STAMPING: A 81 1934
 BT1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1389+STABILITY: SURFACE MOTION
 BT1389
 BT1389  HISTORY     - Date     Condition        Report By
 BT1389  HISTORY     - 1934     MONUMENTED       CGS
 BT1389  HISTORY     - 1973     MARK NOT FOUND   USGS
 BT1389
 BT1389                          STATION DESCRIPTION
 BT1389
 BT1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1389'4 MI N FROM SUMTER.
 BT1389'ABOUT 4 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 BT1389'FROM THE STATION AT SUMTER, SUMTER COUNTY, ABOUT 1/2 MILE SOUTH
 BT1389'OF MILEPOST 147, 48 FEET NORTHEAST OF A CORRUGATED-IRON
 BT1389'WAREHOUSE, 79 FEET SOUTH OF THE SWITCH TO A STOCK TRACK, AND 34.6
 BT1389'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 BT1389'STAMPED A 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BT1389
 BT1389                          STATION RECOVERY (1973)
 BT1389
 BT1389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BT1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0635 ***********************************************************************
 BS0635  DESIGNATION -  A 82
 BS0635  PID         -  BS0635
 BS0635  STATE/COUNTY-  GA/BERRIEN
 BS0635  USGS QUAD   -  NASHVILLE EAST (1978)
 BS0635
 BS0635                         *CURRENT SURVEY CONTROL
 BS0635  ___________________________________________________________________
 BS0635* NAD 83(1986)-  31 11 09.     (N)    083 14 19.     (W)     SCALED    
 BS0635* NAVD 88     -        73.854  (meters)     242.30   (feet)  ADJUSTED  
 BS0635  ___________________________________________________________________
 BS0635  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BS0635  DYNAMIC HT  -          73.764 (meters)     242.01  (feet)  COMP
 BS0635  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 BS0635
 BS0635  VERT ORDER  -  FIRST     CLASS II
 BS0635
 BS0635.The horizontal coordinates were scaled from a topographic map and have
 BS0635.an estimated accuracy of +/- 6 seconds.
 BS0635
 BS0635.The orthometric height was determined by differential leveling
 BS0635.and adjusted by the National Geodetic Survey in June 1991..
 BS0635
 BS0635.The geoid height was determined by GEOID03.
 BS0635
 BS0635.The dynamic height is computed by dividing the NAVD 88
 BS0635.geopotential number by the normal gravity value computed on the
 BS0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0635.degrees latitude (g = 980.6199 gals.).
 BS0635
 BS0635.The modeled gravity was interpolated from observed gravity values.
 BS0635
 BS0635;                    North         East    Units  Estimated Accuracy
 BS0635;SPC GA W     -   131,820.      788,450.      MT  (+/- 180 meters Scaled)
 BS0635
 BS0635                          SUPERSEDED SURVEY CONTROL
 BS0635
 BS0635  NGVD 29 (??/??/92)   74.058  (m)          242.97   (f) ADJ UNCH    1 2
 BS0635
 BS0635.Superseded values are not recommended for survey control.
 BS0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0635.See file dsdata.txt to determine how the superseded data were derived.
 BS0635
 BS0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ866523(NAD 83)
 BS0635_MARKER: DB = BENCH MARK DISK
 BS0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0635_STAMPING: A 82 1934
 BS0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0635+STABILITY: SURFACE MOTION
 BS0635
 BS0635  HISTORY     - Date     Condition        Report By
 BS0635  HISTORY     - 1934     MONUMENTED       CGS
 BS0635  HISTORY     - 1958     GOOD             NGS
 BS0635  HISTORY     - 1975     MARK NOT FOUND   NGS
 BS0635
 BS0635                          STATION DESCRIPTION
 BS0635
 BS0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BS0635'2.4 MI SE FROM NASHVILLE.
 BS0635'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 129 FROM THE COURT HOUSE
 BS0635'AT NASHVILLE, THENCE 0.35 MILES NORTHEAST ALONG A GRADED ROAD,
 BS0635'THENCE 0.2 MILE SOUTHEAST ALONG A PRIVATE FARM ROAD, ABOUT 1.5
 BS0635'MILES SOUTH ALONG THE GEORGIA AND FLORIDA RAILROAD FROM THE
 BS0635'STATION AT NASHVILLE, 13 1/2 FEET NORTHEAST OF THE NORTHEAST
 BS0635'RAIL, 26 FEET NORTH OF THE CENTER LINE OF THE CROSSING, 104 FEET
 BS0635'SOUTHWEST OF THE SOUTH CORNER OF A MACHINE SHED, 15 1/2 FEET
 BS0635'NORTHWEST OF THE NORTHWEST END OF A WOODEN CULVERT UNDER PRIVATE
 BS0635'DRIVE, 35 1/2 FEET SOUTHWEST OF A FENCELINE, ABOUT 2 FEET
 BS0635'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BS0635'POST PROJECTING 4 INCHES.
 BS0635
 BS0635                          STATION RECOVERY (1975)
 BS0635
 BS0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0413 ***********************************************************************
 BS0413  DESIGNATION -  A 83
 BS0413  PID         -  BS0413
 BS0413  STATE/COUNTY-  GA/JEFF DAVIS
 BS0413  USGS QUAD   -  DENTON (1988)
 BS0413
 BS0413                         *CURRENT SURVEY CONTROL
 BS0413  ___________________________________________________________________
 BS0413* NAD 83(1986)-  31 43 16.     (N)    082 41 51.     (W)     SCALED    
 BS0413* NAVD 88     -        80.186  (meters)     263.08   (feet)  ADJUSTED  
 BS0413  ___________________________________________________________________
 BS0413  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BS0413  DYNAMIC HT  -          80.091 (meters)     262.77  (feet)  COMP
 BS0413  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 BS0413
 BS0413  VERT ORDER  -  SECOND    CLASS 0
 BS0413
 BS0413.The horizontal coordinates were scaled from a topographic map and have
 BS0413.an estimated accuracy of +/- 6 seconds.
 BS0413
 BS0413.The orthometric height was determined by differential leveling
 BS0413.and adjusted by the National Geodetic Survey in June 1991..
 BS0413
 BS0413.The geoid height was determined by GEOID03.
 BS0413
 BS0413.The dynamic height is computed by dividing the NAVD 88
 BS0413.geopotential number by the normal gravity value computed on the
 BS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0413.degrees latitude (g = 980.6199 gals.).
 BS0413
 BS0413.The modeled gravity was interpolated from observed gravity values.
 BS0413
 BS0413;                    North         East    Units  Estimated Accuracy
 BS0413;SPC GA E     -   190,920.      149,690.      MT  (+/- 180 meters Scaled)
 BS0413
 BS0413                          SUPERSEDED SURVEY CONTROL
 BS0413
 BS0413  NGVD 29 (??/??/92)   80.437  (m)          263.90   (f) ADJ UNCH    2 0
 BS0413
 BS0413.Superseded values are not recommended for survey control.
 BS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0413.See file dsdata.txt to determine how the superseded data were derived.
 BS0413
 BS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR391107(NAD 83)
 BS0413_MARKER: DB = BENCH MARK DISK
 BS0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0413_STAMPING: A 83 1934
 BS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0413+STABILITY: SURFACE MOTION
 BS0413
 BS0413  HISTORY     - Date     Condition        Report By
 BS0413  HISTORY     - 1934     MONUMENTED       CGS
 BS0413  HISTORY     - 1962     MARK NOT FOUND   NGS
 BS0413
 BS0413                          STATION DESCRIPTION
 BS0413
 BS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0413'AT DENTON.
 BS0413'AT DENTON, JEFF DAVIS COUNTY, ON THE GEORGIA AND FLORIDA RAILROAD,
 BS0413'20 FEET SOUTH OF THE NORTHEAST CORNER OF THE STATION, 2 FEET EAST
 BS0413'OF THE EAST WALL, 3.8 FEET NORTH OF A SEMAPHORE TOWER, AND 27.5
 BS0413'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 BS0413'STAMPED A 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BS0413
 BS0413                          STATION RECOVERY (1962)
 BS0413
 BS0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BS0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0788 ***********************************************************************
 BR0788  DESIGNATION -  A 84
 BR0788  PID         -  BR0788
 BR0788  STATE/COUNTY-  GA/WAYNE
 BR0788  USGS QUAD   -  JESUP WEST (1988)
 BR0788
 BR0788                         *CURRENT SURVEY CONTROL
 BR0788  ___________________________________________________________________
 BR0788* NAD 83(1986)-  31 34 54.     (N)    081 54 31.     (W)     SCALED    
 BR0788* NAVD 88     -        30.623  (meters)     100.47   (feet)  ADJUSTED  
 BR0788  ___________________________________________________________________
 BR0788  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 BR0788  DYNAMIC HT  -          30.586 (meters)     100.35  (feet)  COMP
 BR0788  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 BR0788
 BR0788  VERT ORDER  -  FIRST     CLASS II
 BR0788
 BR0788.The horizontal coordinates were scaled from a topographic map and have
 BR0788.an estimated accuracy of +/- 6 seconds.
 BR0788
 BR0788.The orthometric height was determined by differential leveling
 BR0788.and adjusted by the National Geodetic Survey in June 1991..
 BR0788
 BR0788.The geoid height was determined by GEOID03.
 BR0788
 BR0788.The dynamic height is computed by dividing the NAVD 88
 BR0788.geopotential number by the normal gravity value computed on the
 BR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0788.degrees latitude (g = 980.6199 gals.).
 BR0788
 BR0788.The modeled gravity was interpolated from observed gravity values.
 BR0788
 BR0788;                    North         East    Units  Estimated Accuracy
 BR0788;SPC GA E     -   175,360.      224,490.      MT  (+/- 180 meters Scaled)
 BR0788
 BR0788                          SUPERSEDED SURVEY CONTROL
 BR0788
 BR0788  NGVD 29 (??/??/92)   30.891  (m)          101.35   (f) ADJ UNCH    1 2
 BR0788
 BR0788.Superseded values are not recommended for survey control.
 BR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0788.See file dsdata.txt to determine how the superseded data were derived.
 BR0788
 BR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ137944(NAD 83)
 BR0788_MARKER: DB = BENCH MARK DISK
 BR0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0788_STAMPING: A 84 1934
 BR0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0788+STABILITY: SURFACE MOTION
 BR0788
 BR0788  HISTORY     - Date     Condition        Report By
 BR0788  HISTORY     - 1934     MONUMENTED       CGS
 BR0788  HISTORY     - 1956     GOOD             NGS
 BR0788  HISTORY     - 1970     MARK NOT FOUND   USGS
 BR0788
 BR0788                          STATION DESCRIPTION
 BR0788
 BR0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0788'2.2 MI SW FROM JESUP.
 BR0788'2.25 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BR0788'THE STATION AT JESUP, AT A NORTHWEST-SOUTHEAST ROAD CROSSING, 31
 BR0788'FEET NORTHWEST OF NORTHWEST RAIL, 45 FEET WEST OF CENTER OF
 BR0788'CROSSING, 34 FEET SOUTHWEST OF CENTER LINE OF ROAD, 70 FEET SOUTH
 BR0788'AND ACROSS ROAD FROM TELEPHONE POLE NO. 2586, 1 1/2 FEET
 BR0788'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 BR0788'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 BR0788
 BR0788                          STATION RECOVERY (1970)
 BR0788
 BR0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BR0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1858 ***********************************************************************
 CK1858  DESIGNATION -  A 85
 CK1858  PID         -  CK1858
 CK1858  STATE/COUNTY-  GA/TATTNALL
 CK1858  USGS QUAD   -  DEANS CROSSING (1975)
 CK1858
 CK1858                         *CURRENT SURVEY CONTROL
 CK1858  ___________________________________________________________________
 CK1858* NAD 83(1986)-  32 00 53.     (N)    081 59 44.     (W)     SCALED    
 CK1858* NAVD 88     -        56.298  (meters)     184.70   (feet)  ADJUSTED  
 CK1858  ___________________________________________________________________
 CK1858  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 CK1858  DYNAMIC HT  -          56.232 (meters)     184.49  (feet)  COMP
 CK1858  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CK1858
 CK1858  VERT ORDER  -  SECOND    CLASS 0
 CK1858
 CK1858.The horizontal coordinates were scaled from a topographic map and have
 CK1858.an estimated accuracy of +/- 6 seconds.
 CK1858
 CK1858.The orthometric height was determined by differential leveling
 CK1858.and adjusted by the National Geodetic Survey in June 1991..
 CK1858
 CK1858.The geoid height was determined by GEOID03.
 CK1858
 CK1858.The dynamic height is computed by dividing the NAVD 88
 CK1858.geopotential number by the normal gravity value computed on the
 CK1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1858.degrees latitude (g = 980.6199 gals.).
 CK1858
 CK1858.The modeled gravity was interpolated from observed gravity values.
 CK1858
 CK1858;                    North         East    Units  Estimated Accuracy
 CK1858;SPC GA E     -   223,360.      216,170.      MT  (+/- 180 meters Scaled)
 CK1858
 CK1858                          SUPERSEDED SURVEY CONTROL
 CK1858
 CK1858  NGVD 29 (??/??/92)   56.52   (m)          185.4    (f) COMPUTED    2 0
 CK1858
 CK1858.Superseded values are not recommended for survey control.
 CK1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1858.See file dsdata.txt to determine how the superseded data were derived.
 CK1858
 CK1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR059425(NAD 83)
 CK1858_MARKER: DB = BENCH MARK DISK
 CK1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1858_STAMPING: A 85 1934
 CK1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1858+STABILITY: SURFACE MOTION
 CK1858
 CK1858  HISTORY     - Date     Condition        Report By
 CK1858  HISTORY     - 1934     MONUMENTED       CGS
 CK1858  HISTORY     - 1962     MARK NOT FOUND   NGS
 CK1858
 CK1858                          STATION DESCRIPTION
 CK1858
 CK1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CK1858'1.8 MI N FROM MENDES.
 CK1858'1.8 MILES NORTH ALONG THE COLLINS AND GLENNVILLE RAILROAD (NOW
 CK1858'ABANDONED) FROM THE STATION AT MENDES, AT A ROAD CROSSING, 29 FEET
 CK1858'WEST OF THE WEST RAIL, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CK1858'4.7 FEET NORTHEAST OF A FENCE CORNER, AND 2.3 FEET EAST OF THE FENCE.
 CK1858'A STANDARD DISK, STAMPED A 85 1934 AND SET IN THE TOP OF A CONCRETE
 CK1858'POST.
 CK1858
 CK1858                          STATION RECOVERY (1962)
 CK1858
 CK1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CK1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0044 ***********************************************************************
 BT0044  DESIGNATION -  A 86
 BT0044  PID         -  BT0044
 BT0044  STATE/COUNTY-  GA/THOMAS
 BT0044  USGS QUAD   -  MEIGS (1971)
 BT0044
 BT0044                         *CURRENT SURVEY CONTROL
 BT0044  ___________________________________________________________________
 BT0044* NAD 83(1986)-  31 00 44.     (N)    084 03 35.     (W)     SCALED    
 BT0044* NAVD 88     -        87.922  (meters)     288.46   (feet)  ADJUSTED  
 BT0044  ___________________________________________________________________
 BT0044  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BT0044  DYNAMIC HT  -          87.812 (meters)     288.10  (feet)  COMP
 BT0044  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 BT0044
 BT0044  VERT ORDER  -  SECOND    CLASS 0
 BT0044
 BT0044.The horizontal coordinates were scaled from a topographic map and have
 BT0044.an estimated accuracy of +/- 6 seconds.
 BT0044
 BT0044.The orthometric height was determined by differential leveling
 BT0044.and adjusted by the National Geodetic Survey in June 1991..
 BT0044
 BT0044.The geoid height was determined by GEOID03.
 BT0044
 BT0044.The dynamic height is computed by dividing the NAVD 88
 BT0044.geopotential number by the normal gravity value computed on the
 BT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0044.degrees latitude (g = 980.6199 gals.).
 BT0044
 BT0044.The modeled gravity was interpolated from observed gravity values.
 BT0044
 BT0044;                    North         East    Units  Estimated Accuracy
 BT0044;SPC GA W     -   112,210.      710,210.      MT  (+/- 180 meters Scaled)
 BT0044
 BT0044                          SUPERSEDED SURVEY CONTROL
 BT0044
 BT0044  NGVD 29 (??/??/92)   88.07   (m)          288.9    (f) COMPUTED    2 0
 BT0044
 BT0044.Superseded values are not recommended for survey control.
 BT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0044.See file dsdata.txt to determine how the superseded data were derived.
 BT0044
 BT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV807346(NAD 83)
 BT0044_MARKER: DB = BENCH MARK DISK
 BT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0044_STAMPING: A 86 1934
 BT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0044+STABILITY: SURFACE MOTION
 BT0044
 BT0044  HISTORY     - Date     Condition        Report By
 BT0044  HISTORY     - 1934     MONUMENTED       CGS
 BT0044  HISTORY     - 1972     MARK NOT FOUND   NGS
 BT0044
 BT0044                          STATION DESCRIPTION
 BT0044
 BT0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0044'2.8 MI N FROM OCHLOCKNEE.
 BT0044'2.8 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT0044'OCHLOCKNEE, ABOUT 1/4 MILE SOUTH OF MILEPOST S 215, AT A ROAD
 BT0044'CROSSING, ABOUT 148 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 BT0044'29 FEET EAST OF THE EAST RAIL, IN LINE WITH A ROW OF POLES, AND
 BT0044'ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 BT0044'A 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BT0044
 BT0044                          STATION RECOVERY (1972)
 BT0044
 BT0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BT0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0607 ***********************************************************************
 BE0607  DESIGNATION -  A 87
 BE0607  PID         -  BE0607
 BE0607  STATE/COUNTY-  GA/DECATUR
 BE0607  USGS QUAD   -  CLIMAX NORTH (1974)
 BE0607
 BE0607                         *CURRENT SURVEY CONTROL
 BE0607  ___________________________________________________________________
 BE0607* NAD 83(1986)-  30 52 32.     (N)    084 25 35.     (W)     SCALED    
 BE0607* NAVD 88     -        87.528  (meters)     287.16   (feet)  ADJUSTED  
 BE0607  ___________________________________________________________________
 BE0607  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE0607  DYNAMIC HT  -          87.416 (meters)     286.80  (feet)  COMP
 BE0607  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 BE0607
 BE0607  VERT ORDER  -  SECOND    CLASS 0
 BE0607
 BE0607.The horizontal coordinates were scaled from a topographic map and have
 BE0607.an estimated accuracy of +/- 6 seconds.
 BE0607
 BE0607.The orthometric height was determined by differential leveling
 BE0607.and adjusted by the National Geodetic Survey in June 1991..
 BE0607
 BE0607.The geoid height was determined by GEOID03.
 BE0607
 BE0607.The dynamic height is computed by dividing the NAVD 88
 BE0607.geopotential number by the normal gravity value computed on the
 BE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0607.degrees latitude (g = 980.6199 gals.).
 BE0607
 BE0607.The modeled gravity was interpolated from observed gravity values.
 BE0607
 BE0607;                    North         East    Units  Estimated Accuracy
 BE0607;SPC GA W     -    97,080.      675,170.      MT  (+/- 180 meters Scaled)
 BE0607
 BE0607                          SUPERSEDED SURVEY CONTROL
 BE0607
 BE0607  NGVD 29 (??/??/92)   87.650  (m)          287.56   (f) ADJ UNCH    2 0
 BE0607
 BE0607.Superseded values are not recommended for survey control.
 BE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0607.See file dsdata.txt to determine how the superseded data were derived.
 BE0607
 BE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV460186(NAD 83)
 BE0607_MARKER: DB = BENCH MARK DISK
 BE0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0607_STAMPING: A 87 1934
 BE0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0607+STABILITY: SURFACE MOTION
 BE0607
 BE0607  HISTORY     - Date     Condition        Report By
 BE0607  HISTORY     - 1934     MONUMENTED       CGS
 BE0607  HISTORY     - 1974     MARK NOT FOUND   USGS
 BE0607
 BE0607                          STATION DESCRIPTION
 BE0607
 BE0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BE0607'AT CLIMAX.
 BE0607'AT CLIMAX, DECATUR COUNTY, ABOUT 0.3 MILE EAST OF THE ATLANTIC
 BE0607'COAST LINE RAILROAD STATION, AT THE SECOND ROAD CROSSING EAST
 BE0607'OF THE STATION, 42 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BE0607'13 FEET EAST OF THE CROSSING SIGN, AND 38.7 FEET NORTH OF THE
 BE0607'NORTH RAIL.  A STANDARD DISK, STAMPED A 87 1934 AND SET IN THE
 BE0607'TOP OF A CONCRETE POST.
 BE0607
 BE0607                          STATION RECOVERY (1974)
 BE0607
 BE0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BE0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0171 ***********************************************************************
 EE0171  DESIGNATION -  A 88
 EE0171  PID         -  EE0171
 EE0171  STATE/COUNTY-  GA/COBB
 EE0171  USGS QUAD   -  KENNESAW (1992)
 EE0171
 EE0171                         *CURRENT SURVEY CONTROL
 EE0171  ___________________________________________________________________
 EE0171* NAD 83(1986)-  34 01 24.     (N)    084 36 54.     (W)     SCALED    
 EE0171* NAVD 88     -       332.837  (meters)    1091.98   (feet)  ADJUSTED  
 EE0171  ___________________________________________________________________
 EE0171  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE0171  DYNAMIC HT  -         332.476 (meters)    1090.80  (feet)  COMP
 EE0171  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 EE0171
 EE0171  VERT ORDER  -  SECOND    CLASS 0
 EE0171
 EE0171.The horizontal coordinates were scaled from a topographic map and have
 EE0171.an estimated accuracy of +/- 6 seconds.
 EE0171
 EE0171.The orthometric height was determined by differential leveling
 EE0171.and adjusted by the National Geodetic Survey in June 1991..
 EE0171
 EE0171.The geoid height was determined by GEOID03.
 EE0171
 EE0171.The dynamic height is computed by dividing the NAVD 88
 EE0171.geopotential number by the normal gravity value computed on the
 EE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0171.degrees latitude (g = 980.6199 gals.).
 EE0171
 EE0171.The modeled gravity was interpolated from observed gravity values.
 EE0171
 EE0171;                    North         East    Units  Estimated Accuracy
 EE0171;SPC GA W     -   446,180.      658,600.      MT  (+/- 180 meters Scaled)
 EE0171
 EE0171                          SUPERSEDED SURVEY CONTROL
 EE0171
 EE0171  NGVD 29 (??/??/92)  332.800  (m)         1091.86   (f) ADJ UNCH    2 0
 EE0171
 EE0171.Superseded values are not recommended for survey control.
 EE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0171.See file dsdata.txt to determine how the superseded data were derived.
 EE0171
 EE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC202673(NAD 83)
 EE0171_MARKER: DB = BENCH MARK DISK
 EE0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0171_STAMPING: A 88 1934 1091.861
 EE0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0171+STABILITY: SURFACE MOTION
 EE0171
 EE0171  HISTORY     - Date     Condition        Report By
 EE0171  HISTORY     - 1934     MONUMENTED       CGS
 EE0171  HISTORY     - 1972     GOOD             NGS
 EE0171
 EE0171                          STATION DESCRIPTION
 EE0171
 EE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0171'AT KENNESAW.
 EE0171'AT KENNESAW, ALONG THE NASHVILLE, CHATTANOOGA AND ST. LOUIS
 EE0171'RAILROAD, 78 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE STATION
 EE0171'WHICH BEARS A SIGN THAT READS BIG SHANTY, 12 1/2 FEET WEST OF THE
 EE0171'WEST RAIL OF THE WEST TRACK OF THE MAIN LINE DOUBLE TRACK,
 EE0171'60 1/2 FEET SOUTH OF A CROSSING OF A PAVED ROAD AND THE WEST
 EE0171'RAIL OF THE WEST TRACK OF THE MAIN LINE DOUBLE TRACK, 100 1/2
 EE0171'FEET NORTH OF THE NORTHEAST CORNER OF THE POST OFFICE BUILDING,
 EE0171'12 FEET EAST OF THE CENTER LINE OF A PAVED ALLEY, 1.0 FOOT EAST
 EE0171'OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE PAVED ALLEY, ABOUT
 EE0171'3 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND SET IN THE TOP
 EE0171'OF A CONCRETE POST THAT IS ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0199 ***********************************************************************
 EE0199  DESIGNATION -  A 89
 EE0199  PID         -  EE0199
 EE0199  STATE/COUNTY-  GA/BARTOW
 EE0199  USGS QUAD   -  CARTERSVILLE (1992)
 EE0199
 EE0199                         *CURRENT SURVEY CONTROL
 EE0199  ___________________________________________________________________
 EE0199* NAD 83(1986)-  34 14 52.     (N)    084 46 27.     (W)     SCALED    
 EE0199* NAVD 88     -       245.082  (meters)     804.07   (feet)  ADJUSTED  
 EE0199  ___________________________________________________________________
 EE0199  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE0199  DYNAMIC HT  -         244.824 (meters)     803.23  (feet)  COMP
 EE0199  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 EE0199
 EE0199  VERT ORDER  -  SECOND    CLASS 0
 EE0199
 EE0199.The horizontal coordinates were scaled from a topographic map and have
 EE0199.an estimated accuracy of +/- 6 seconds.
 EE0199
 EE0199.The orthometric height was determined by differential leveling
 EE0199.and adjusted by the National Geodetic Survey in June 1991..
 EE0199
 EE0199.The geoid height was determined by GEOID03.
 EE0199
 EE0199.The dynamic height is computed by dividing the NAVD 88
 EE0199.geopotential number by the normal gravity value computed on the
 EE0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0199.degrees latitude (g = 980.6199 gals.).
 EE0199
 EE0199.The modeled gravity was interpolated from observed gravity values.
 EE0199
 EE0199;                    North         East    Units  Estimated Accuracy
 EE0199;SPC GA W     -   471,150.      644,050.      MT  (+/- 180 meters Scaled)
 EE0199
 EE0199                          SUPERSEDED SURVEY CONTROL
 EE0199
 EE0199  NGVD 29 (??/??/92)  245.054  (m)          803.98   (f) ADJ UNCH    2 0
 EE0199
 EE0199.Superseded values are not recommended for survey control.
 EE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0199.See file dsdata.txt to determine how the superseded data were derived.
 EE0199
 EE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC049918(NAD 83)
 EE0199_MARKER: DB = BENCH MARK DISK
 EE0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0199_STAMPING: A 89 1934 803.981
 EE0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0199+STABILITY: SURFACE MOTION
 EE0199
 EE0199  HISTORY     - Date     Condition        Report By
 EE0199  HISTORY     - 1934     MONUMENTED       CGS
 EE0199  HISTORY     - 1972     GOOD             NGS
 EE0199  HISTORY     - 20051213 MARK NOT FOUND   GADT
 EE0199
 EE0199                          STATION DESCRIPTION
 EE0199
 EE0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0199'2.9 MI SW FROM WHITE.
 EE0199'ABOUT 2.9 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0199'RAILROAD FROM THE MORE NORTHERLY OF TWO PAVED ROAD CROSSINGS AT
 EE0199'WHITE, ABOUT 0.15 MILE EAST OF THE NORTH END OF AUBREY LAKE, 84
 EE0199'FEET SOUTH OF MILEPOST L 417, 16 1/2 FEET SOUTHEAST OF THE
 EE0199'SOUTHEAST RAIL, 5 1/2 POLES NORTHEAST OF A CROSSING OF THE
 EE0199'RAILROAD AND THE OVERPASS FOR THE NORTHEAST LANES OF INTERSTATE
 EE0199'HIGHWAY 75, 34 FEET EAST OF THE CENTER OF A CROSSING OF THE
 EE0199'RAILROAD AND A GRAVELED ROAD, 1.1 FEET NORTHWEST OF A METAL WITNESS
 EE0199'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS AND SET IN THE
 EE0199'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.  NOTE-- THE CONCRETE
 EE0199'POST IS BADLY CHIPPED BUT SOLID.
 EE0199
 EE0199                          STATION RECOVERY (2005)
 EE0199
 EE0199'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE0199'THERE ARE TWO SETS OF RAILROAD TRACKS AT THE LOCATION NOW, THEREFORE
 EE0199'IT IS SUSPECTED THAT THE MARK IS DESTROYED.
 EE0199' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0225 ***********************************************************************
 EE0225  DESIGNATION -  A 90
 EE0225  PID         -  EE0225
 EE0225  STATE/COUNTY-  GA/GORDON
 EE0225  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE0225
 EE0225                         *CURRENT SURVEY CONTROL
 EE0225  ___________________________________________________________________
 EE0225* NAD 83(1986)-  34 28 29.     (N)    084 55 06.     (W)     SCALED    
 EE0225* NAVD 88     -       221.812  (meters)     727.73   (feet)  ADJUSTED  
 EE0225  ___________________________________________________________________
 EE0225  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0225  DYNAMIC HT  -         221.587 (meters)     726.99  (feet)  COMP
 EE0225  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 EE0225
 EE0225  VERT ORDER  -  SECOND    CLASS 0
 EE0225
 EE0225.The horizontal coordinates were scaled from a topographic map and have
 EE0225.an estimated accuracy of +/- 6 seconds.
 EE0225
 EE0225.The orthometric height was determined by differential leveling
 EE0225.and adjusted by the National Geodetic Survey in June 1991..
 EE0225
 EE0225.The geoid height was determined by GEOID03.
 EE0225
 EE0225.The dynamic height is computed by dividing the NAVD 88
 EE0225.geopotential number by the normal gravity value computed on the
 EE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0225.degrees latitude (g = 980.6199 gals.).
 EE0225
 EE0225.The modeled gravity was interpolated from observed gravity values.
 EE0225
 EE0225;                    North         East    Units  Estimated Accuracy
 EE0225;SPC GA W     -   496,410.      630,950.      MT  (+/- 180 meters Scaled)
 EE0225
 EE0225                          SUPERSEDED SURVEY CONTROL
 EE0225
 EE0225  NGVD 29 (??/??/92)  221.803  (m)          727.70   (f) ADJ UNCH    2 0
 EE0225
 EE0225.Superseded values are not recommended for survey control.
 EE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0225.See file dsdata.txt to determine how the superseded data were derived.
 EE0225
 EE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD911167(NAD 83)
 EE0225_MARKER: DB = BENCH MARK DISK
 EE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0225_STAMPING: A 90 1934
 EE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0225+STABILITY: SURFACE MOTION
 EE0225
 EE0225  HISTORY     - Date     Condition        Report By
 EE0225  HISTORY     - 1934     MONUMENTED       CGS
 EE0225  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0225
 EE0225                          STATION DESCRIPTION
 EE0225
 EE0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE0225'3.2 MI E FROM CALHOUN.
 EE0225'A-90 IS LOCATED 3.2 MILES EAST OF THE CITY HALL AT CALHOUN,
 EE0225'75 YARDS SOUTHEAST OF A CURVE TO NORTH, 21 FEET NORTHEAST OF
 EE0225'STATE HWY. 53.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 EE0225'5 INCHES HIGH.
 EE0225
 EE0225                          STATION RECOVERY (1972)
 EE0225
 EE0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0783 ***********************************************************************
 DF0783  DESIGNATION -  A 91
 DF0783  PID         -  DF0783
 DF0783  STATE/COUNTY-  GA/BARROW
 DF0783  USGS QUAD   -  WINDER SOUTH (1985)
 DF0783
 DF0783                         *CURRENT SURVEY CONTROL
 DF0783  ___________________________________________________________________
 DF0783* NAD 83(1986)-  33 58 37.     (N)    083 38 42.     (W)     SCALED    
 DF0783* NAVD 88     -       274.615  (meters)     900.97   (feet)  ADJUSTED  
 DF0783  ___________________________________________________________________
 DF0783  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF0783  DYNAMIC HT  -         274.323 (meters)     900.01  (feet)  COMP
 DF0783  MODELED GRAV-     979,564.6   (mgal)                       NAVD 88
 DF0783
 DF0783  VERT ORDER  -  SECOND    CLASS 0
 DF0783
 DF0783.The horizontal coordinates were scaled from a topographic map and have
 DF0783.an estimated accuracy of +/- 6 seconds.
 DF0783
 DF0783.The orthometric height was determined by differential leveling
 DF0783.and adjusted by the National Geodetic Survey in June 1991..
 DF0783
 DF0783.The geoid height was determined by GEOID03.
 DF0783
 DF0783.The dynamic height is computed by dividing the NAVD 88
 DF0783.geopotential number by the normal gravity value computed on the
 DF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0783.degrees latitude (g = 980.6199 gals.).
 DF0783
 DF0783.The modeled gravity was interpolated from observed gravity values.
 DF0783
 DF0783;                    North         East    Units  Estimated Accuracy
 DF0783;SPC GA W     -   441,070.      748,200.      MT  (+/- 180 meters Scaled)
 DF0783
 DF0783                          SUPERSEDED SURVEY CONTROL
 DF0783
 DF0783  NGVD 29 (??/??/92)  274.639  (m)          901.04   (f) ADJ UNCH    2 0
 DF0783
 DF0783.Superseded values are not recommended for survey control.
 DF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0783.See file dsdata.txt to determine how the superseded data were derived.
 DF0783
 DF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT556627(NAD 83)
 DF0783_MARKER: DB = BENCH MARK DISK
 DF0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0783_STAMPING: A 91 1934 901.045
 DF0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0783+STABILITY: SURFACE MOTION
 DF0783
 DF0783  HISTORY     - Date     Condition        Report By
 DF0783  HISTORY     - 1934     MONUMENTED       CGS
 DF0783  HISTORY     - 1953     GOOD             NGS
 DF0783
 DF0783                          STATION DESCRIPTION
 DF0783
 DF0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0783'3 MI NW FROM STATHAM.
 DF0783'LOCATED 3.0 MILES NORTHWEST OF THE RAILROAD STATION IN STATHAM,
 DF0783'ALONG THE SEABOARD AIRLINE RAILROAD, 0.1 MILE SOUTHEAST OF THE
 DF0783'NORTHWEST END OF A PASSING TRACK, 93 PACES NORTHWEST OF MILEPOST
 DF0783'522, 20 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN LINE,
 DF0783'58 FEET NORTHEAST OF U.S. HIGHWAY 29, 63 FEET EAST OF THE THIRD
 DF0783'TELEGRAPH POLE WEST OF MILEPOST 522, 93 FEET WEST OF THE SECOND
 DF0783'TELEGRAPH POLE WEST OF MILEPOST 522, AND 17 FEET NORTH OF A ROW OF
 DF0783'POLES.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 DF0783'PROJECTING 4 INCHES AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DF0783'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0128 ***********************************************************************
 EE0128  DESIGNATION -  A 92
 EE0128  PID         -  EE0128
 EE0128  STATE/COUNTY-  GA/FORSYTH
 EE0128  USGS QUAD   -  CUMMING (1992)
 EE0128
 EE0128                         *CURRENT SURVEY CONTROL
 EE0128  ___________________________________________________________________
 EE0128* NAD 83(1986)-  34 10 20.     (N)    084 07 39.     (W)     SCALED    
 EE0128* NAVD 88     -       355.112  (meters)    1165.06   (feet)  ADJUSTED  
 EE0128  ___________________________________________________________________
 EE0128  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE0128  DYNAMIC HT  -         354.726 (meters)    1163.80  (feet)  COMP
 EE0128  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 EE0128
 EE0128  VERT ORDER  -  SECOND    CLASS 0
 EE0128
 EE0128.The horizontal coordinates were scaled from a topographic map and have
 EE0128.an estimated accuracy of +/- 6 seconds.
 EE0128
 EE0128.The orthometric height was determined by differential leveling
 EE0128.and adjusted by the National Geodetic Survey in June 1991..
 EE0128
 EE0128.The geoid height was determined by GEOID03.
 EE0128
 EE0128.The dynamic height is computed by dividing the NAVD 88
 EE0128.geopotential number by the normal gravity value computed on the
 EE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0128.degrees latitude (g = 980.6199 gals.).
 EE0128
 EE0128.The modeled gravity was interpolated from observed gravity values.
 EE0128
 EE0128;                    North         East    Units  Estimated Accuracy
 EE0128;SPC GA W     -   462,610.      703,610.      MT  (+/- 180 meters Scaled)
 EE0128
 EE0128                          SUPERSEDED SURVEY CONTROL
 EE0128
 EE0128  NGVD 29 (??/??/92)  355.075  (m)         1164.94   (f) ADJ UNCH    2 0
 EE0128
 EE0128.Superseded values are not recommended for survey control.
 EE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0128.See file dsdata.txt to determine how the superseded data were derived.
 EE0128
 EE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC647849(NAD 83)
 EE0128_MARKER: DB = BENCH MARK DISK
 EE0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0128_STAMPING: 1164.942 A 92 1934
 EE0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0128+STABILITY: SURFACE MOTION
 EE0128
 EE0128  HISTORY     - Date     Condition        Report By
 EE0128  HISTORY     - 1934     MONUMENTED       CGS
 EE0128  HISTORY     - 1959     GOOD             NGS
 EE0128
 EE0128                          STATION DESCRIPTION
 EE0128
 EE0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE0128'4.4 MI SE FROM CUMMINGS.
 EE0128'ABOUT 4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 EE0128'COURTHOUSE AT CUMMINGS, AT THE Y JUNCTION OF OLD BUFORD ROAD
 EE0128'LEADING EAST (GRAVEL ROAD), 20 1/2 FEET NORTH OF THE CENTER LINE
 EE0128'OF OLD BUFORD ROAD, 87 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY
 EE0128'20, 80 1/2 FEET NORTH-NORTHWEST OF AND ACROSS OLD BUFORD ROAD     D
 EE0128'FROM TELEPHONE AND CABLE LINE POLE NO. 215, AND ABOUT LEVEL WITH
 EE0128'OLD BUFORD ROAD, 1 FOOT BELOW THE LEVEL OF HIGHWAY 20, AND SET
 EE0128'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0806 ***********************************************************************
 DF0806  DESIGNATION -  A 93
 DF0806  PID         -  DF0806
 DF0806  STATE/COUNTY-  GA/BARROW
 DF0806  USGS QUAD   -  WINDER SOUTH (1985)
 DF0806
 DF0806                         *CURRENT SURVEY CONTROL
 DF0806  ___________________________________________________________________
 DF0806* NAD 83(1986)-  33 59 01.     (N)    083 42 47.     (W)     SCALED    
 DF0806* NAVD 88     -       289.763  (meters)     950.66   (feet)  ADJUSTED  
 DF0806  ___________________________________________________________________
 DF0806  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DF0806  DYNAMIC HT  -         289.452 (meters)     949.64  (feet)  COMP
 DF0806  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DF0806
 DF0806  VERT ORDER  -  SECOND    CLASS 0
 DF0806
 DF0806.The horizontal coordinates were scaled from a topographic map and have
 DF0806.an estimated accuracy of +/- 6 seconds.
 DF0806
 DF0806.The orthometric height was determined by differential leveling
 DF0806.and adjusted by the National Geodetic Survey in June 1991..
 DF0806
 DF0806.The geoid height was determined by GEOID03.
 DF0806
 DF0806.The dynamic height is computed by dividing the NAVD 88
 DF0806.geopotential number by the normal gravity value computed on the
 DF0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0806.degrees latitude (g = 980.6199 gals.).
 DF0806
 DF0806.The modeled gravity was interpolated from observed gravity values.
 DF0806
 DF0806;                    North         East    Units  Estimated Accuracy
 DF0806;SPC GA W     -   441,780.      741,910.      MT  (+/- 180 meters Scaled)
 DF0806
 DF0806                          SUPERSEDED SURVEY CONTROL
 DF0806
 DF0806  NGVD 29 (??/??/92)  289.776  (m)          950.71   (f) ADJ UNCH    2 0
 DF0806
 DF0806.Superseded values are not recommended for survey control.
 DF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0806.See file dsdata.txt to determine how the superseded data were derived.
 DF0806
 DF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT493636(NAD 83)
 DF0806_MARKER: DB = BENCH MARK DISK
 DF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0806_STAMPING: A 93 1934 950.707
 DF0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0806+STABILITY: SURFACE MOTION
 DF0806
 DF0806  HISTORY     - Date     Condition        Report By
 DF0806  HISTORY     - 1934     MONUMENTED       CGS
 DF0806  HISTORY     - 1953     GOOD             NGS
 DF0806
 DF0806                          STATION DESCRIPTION
 DF0806
 DF0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0806'0.7 MI E FROM WINDER.
 DF0806'LOCATED 0.7 MILE EAST OF THE RAILROAD STATION IN WINDER, AT THE
 DF0806'JUNCTION OF THE GAINESVILLE MIDLAND RAILROAD (NO LONGER IN USE)
 DF0806'AND THE SEABOARD AIRLINE RAILROAD, 20 FEET NORTHEAST OF THE
 DF0806'NORTHEAST RAIL OF THE GAINESVILLE MIDLAND RAILROAD, 17 FEET
 DF0806'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SEABOARD AIRLINE RAILROAD,
 DF0806'35 FEET SOUTHWEST OF THE FIRST SWITCH STAND EAST OF THE ROAD
 DF0806'CROSSING, 34 FEET SOUTHEAST OF A WHISTLE POST, 132 FEET EAST
 DF0806'OF A ROAD CROSSING, 12 FEET SOUTH-SOUTHEAST OF A TELEGRAPH POLE
 DF0806'AND 13 FEET NORTH OF A TELEGRAPH POLE AND IS NORTHEAST OF THE
 DF0806'UTILITIES GAS CO. BULK TANK.  IT IS A STANDARD DISK SET IN THE
 DF0806'TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT 3.5 FEET
 DF0806'LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0646 ***********************************************************************
 DF0646  DESIGNATION -  A 94
 DF0646  PID         -  DF0646
 DF0646  STATE/COUNTY-  GA/JASPER
 DF0646  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF0646
 DF0646                         *CURRENT SURVEY CONTROL
 DF0646  ___________________________________________________________________
 DF0646* NAD 83(1986)-  33 18 24.     (N)    083 49 57.     (W)     SCALED    
 DF0646* NAVD 88     -       149.261  (meters)     489.70   (feet)  ADJUSTED  
 DF0646  ___________________________________________________________________
 DF0646  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DF0646  DYNAMIC HT  -         149.098 (meters)     489.17  (feet)  COMP
 DF0646  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 DF0646
 DF0646  VERT ORDER  -  SECOND    CLASS 0
 DF0646
 DF0646.The horizontal coordinates were scaled from a topographic map and have
 DF0646.an estimated accuracy of +/- 6 seconds.
 DF0646
 DF0646.The orthometric height was determined by differential leveling
 DF0646.and adjusted by the National Geodetic Survey in June 1991..
 DF0646
 DF0646.The geoid height was determined by GEOID03.
 DF0646
 DF0646.The dynamic height is computed by dividing the NAVD 88
 DF0646.geopotential number by the normal gravity value computed on the
 DF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0646.degrees latitude (g = 980.6199 gals.).
 DF0646
 DF0646.The modeled gravity was interpolated from observed gravity values.
 DF0646
 DF0646;                    North         East    Units  Estimated Accuracy
 DF0646;SPC GA W     -   366,660.      731,120.      MT  (+/- 180 meters Scaled)
 DF0646
 DF0646                          SUPERSEDED SURVEY CONTROL
 DF0646
 DF0646  NGVD 29 (??/??/92)  149.310  (m)          489.86   (f) ADJ UNCH    2 0
 DF0646
 DF0646.Superseded values are not recommended for survey control.
 DF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0646.See file dsdata.txt to determine how the superseded data were derived.
 DF0646
 DF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS362888(NAD 83)
 DF0646_MARKER: DB = BENCH MARK DISK
 DF0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0646_STAMPING: A 94 1934
 DF0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0646+STABILITY: SURFACE MOTION
 DF0646
 DF0646  HISTORY     - Date     Condition        Report By
 DF0646  HISTORY     - 1934     MONUMENTED       CGS
 DF0646  HISTORY     - 1958     GOOD             NGS
 DF0646
 DF0646                          STATION DESCRIPTION
 DF0646
 DF0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0646'9 MI W FROM MONTICELLO.
 DF0646'ABOUT 9.0 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 DF0646'MONTICELLO, ABOUT 0.2 MILE EAST OF THE EAST END OF THE HIGHWAY
 DF0646'BRIDGE OVER OCMULGEE RIVER, 39 FEET NORTH OF THE CENTER LINE OF
 DF0646'THE HIGHWAY, 43 FEET SOUTH-SOUTHWEST OF THE SOUTH LEG OF STEEL
 DF0646'POWER TRANSMISSION TOWER 119, 53 1/2 FEET EAST-NORTHEAST OF THE
 DF0646'NORTH END OF A 24-INCH METAL PIPE CULVERT UNDER THE HIGHWAY, ABOUT
 DF0646'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN TOP OF A
 DF0646'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0974 ***********************************************************************
 BS0974  DESIGNATION -  A 96
 BS0974  PID         -  BS0974
 BS0974  STATE/COUNTY-  GA/WILCOX
 BS0974  USGS QUAD   -  ROCHELLE (1977)
 BS0974
 BS0974                         *CURRENT SURVEY CONTROL
 BS0974  ___________________________________________________________________
 BS0974* NAD 83(1986)-  31 57 01.     (N)    083 29 07.     (W)     SCALED    
 BS0974* NAVD 88     -       113.047  (meters)     370.89   (feet)  ADJUSTED  
 BS0974  ___________________________________________________________________
 BS0974  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS0974  DYNAMIC HT  -         112.914 (meters)     370.45  (feet)  COMP
 BS0974  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 BS0974
 BS0974  VERT ORDER  -  SECOND    CLASS 0
 BS0974
 BS0974.The horizontal coordinates were scaled from a topographic map and have
 BS0974.an estimated accuracy of +/- 6 seconds.
 BS0974
 BS0974.The orthometric height was determined by differential leveling
 BS0974.and adjusted by the National Geodetic Survey in June 1991..
 BS0974
 BS0974.The geoid height was determined by GEOID03.
 BS0974
 BS0974.The dynamic height is computed by dividing the NAVD 88
 BS0974.geopotential number by the normal gravity value computed on the
 BS0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0974.degrees latitude (g = 980.6199 gals.).
 BS0974
 BS0974.The modeled gravity was interpolated from observed gravity values.
 BS0974
 BS0974;                    North         East    Units  Estimated Accuracy
 BS0974;SPC GA W     -   216,410.      764,420.      MT  (+/- 180 meters Scaled)
 BS0974
 BS0974                          SUPERSEDED SURVEY CONTROL
 BS0974
 BS0974  NGVD 29 (??/??/92)  113.240  (m)          371.52   (f) ADJ UNCH    2 0
 BS0974
 BS0974.Superseded values are not recommended for survey control.
 BS0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0974.See file dsdata.txt to determine how the superseded data were derived.
 BS0974
 BS0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR650376(NAD 83)
 BS0974_MARKER: DB = BENCH MARK DISK
 BS0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0974_STAMPING: A 96 1934
 BS0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0974+STABILITY: SURFACE MOTION
 BS0974
 BS0974  HISTORY     - Date     Condition        Report By
 BS0974  HISTORY     - 1934     MONUMENTED       CGS
 BS0974
 BS0974                          STATION DESCRIPTION
 BS0974
 BS0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0974'1.7 MI W FROM ROCHELLE.
 BS0974'1.7 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BS0974'STATION AT ROCHELLE, WILCOX COUNTY, 70 YARDS WEST OF MILEPOST
 BS0974'64, AND 21 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 BS0974'STAMPED A 96 1934 AND SET IN THE TOP OF A CONCRETE POST
 BS0974'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0261 ***********************************************************************
 BT0261  DESIGNATION -  A 98
 BT0261  PID         -  BT0261
 BT0261  STATE/COUNTY-  GA/DOUGHERTY
 BT0261  USGS QUAD   -  PRETORIA (1988)
 BT0261
 BT0261                         *CURRENT SURVEY CONTROL
 BT0261  ___________________________________________________________________
 BT0261* NAD 83(1986)-  31 33 25.     (N)    084 15 21.     (W)     SCALED    
 BT0261* NAVD 88     -        58.404  (meters)     191.61   (feet)  ADJUSTED  
 BT0261  ___________________________________________________________________
 BT0261  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT0261  DYNAMIC HT  -          58.334 (meters)     191.38  (feet)  COMP
 BT0261  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 BT0261
 BT0261  VERT ORDER  -  SECOND    CLASS 0
 BT0261
 BT0261.The horizontal coordinates were scaled from a topographic map and have
 BT0261.an estimated accuracy of +/- 6 seconds.
 BT0261
 BT0261.The orthometric height was determined by differential leveling
 BT0261.and adjusted by the National Geodetic Survey in June 1991..
 BT0261
 BT0261.The geoid height was determined by GEOID03.
 BT0261
 BT0261.The dynamic height is computed by dividing the NAVD 88
 BT0261.geopotential number by the normal gravity value computed on the
 BT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0261.degrees latitude (g = 980.6199 gals.).
 BT0261
 BT0261.The modeled gravity was interpolated from observed gravity values.
 BT0261
 BT0261;                    North         East    Units  Estimated Accuracy
 BT0261;SPC GA W     -   172,600.      691,540.      MT  (+/- 180 meters Scaled)
 BT0261
 BT0261                          SUPERSEDED SURVEY CONTROL
 BT0261
 BT0261  NGVD 29 (??/??/92)   58.577  (m)          192.18   (f) ADJ UNCH    2 0
 BT0261
 BT0261.Superseded values are not recommended for survey control.
 BT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0261.See file dsdata.txt to determine how the superseded data were derived.
 BT0261
 BT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV604945(NAD 83)
 BT0261_MARKER: DB = BENCH MARK DISK
 BT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0261_STAMPING: A 98 1934
 BT0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0261+STABILITY: SURFACE MOTION
 BT0261
 BT0261  HISTORY     - Date     Condition        Report By
 BT0261  HISTORY     - 1934     MONUMENTED       CGS
 BT0261  HISTORY     - 1955     MARK NOT FOUND   USGS
 BT0261
 BT0261                          STATION DESCRIPTION
 BT0261
 BT0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0261'4.2 MI NE FROM WALKER.
 BT0261'A-98 IS LOCATED 4.2 MILES NORTHEAST OF THE RAILWAY STATION AT
 BT0261'WALKER, IN LOCKETT, 0.1 OF MILE EAST OF MILE POST 146, 20 FT.
 BT0261'NORTH OF NORTH RAIL.  STANDARD TABLET SET IN TOP OF A CONCRETE
 BT0261'POST 4 INCHES HIGH.
 BT0261
 BT0261                          STATION RECOVERY (1955)
 BT0261
 BT0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BT0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0394 ***********************************************************************
 BT0394  DESIGNATION -  A 99
 BT0394  PID         -  BT0394
 BT0394  STATE/COUNTY-  GA/MILLER
 BT0394  USGS QUAD   -  COLQUITT (1974)
 BT0394
 BT0394                         *CURRENT SURVEY CONTROL
 BT0394  ___________________________________________________________________
 BT0394* NAD 83(1986)-  31 11 11.     (N)    084 38 22.     (W)     SCALED    
 BT0394* NAVD 88     -        52.119  (meters)     170.99   (feet)  POSTED    
 BT0394  ___________________________________________________________________
 BT0394  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT0394  DYNAMIC HT  -          52.050 (meters)     170.77  (feet)  COMP
 BT0394  MODELED GRAV-     979,399.3   (mgal)                       NAVD 88
 BT0394
 BT0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BT0394
 BT0394.The horizontal coordinates were scaled from a topographic map and have
 BT0394.an estimated accuracy of +/- 6 seconds.
 BT0394
 BT0394.The orthometric height was determined by differential leveling
 BT0394.and adjusted by the National Geodetic Survey in 1992..
 BT0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BT0394.rate of 0.0 thru 1.0 mm/km.
 BT0394
 BT0394.The geoid height was determined by GEOID03.
 BT0394
 BT0394.The dynamic height is computed by dividing the NAVD 88
 BT0394.geopotential number by the normal gravity value computed on the
 BT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0394.degrees latitude (g = 980.6199 gals.).
 BT0394
 BT0394.The modeled gravity was interpolated from observed gravity values.
 BT0394
 BT0394;                    North         East    Units  Estimated Accuracy
 BT0394;SPC GA W     -   131,610.      654,940.      MT  (+/- 180 meters Scaled)
 BT0394
 BT0394                          SUPERSEDED SURVEY CONTROL
 BT0394
 BT0394  NGVD 29 (??/??/92)   52.208  (m)          171.29   (f) ADJ UNCH    2 0
 BT0394
 BT0394.Superseded values are not recommended for survey control.
 BT0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0394.See file dsdata.txt to determine how the superseded data were derived.
 BT0394
 BT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV249526(NAD 83)
 BT0394_MARKER: DB = BENCH MARK DISK
 BT0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0394_STAMPING: A 99 1934
 BT0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0394+STABILITY: SURFACE MOTION
 BT0394
 BT0394  HISTORY     - Date     Condition        Report By
 BT0394  HISTORY     - 1934     MONUMENTED       CGS
 BT0394  HISTORY     - 1958     MARK NOT FOUND   NGS
 BT0394  HISTORY     - 1973     MARK NOT FOUND   USGS
 BT0394
 BT0394                          STATION DESCRIPTION
 BT0394
 BT0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0394'5.2 MI NE FROM COLQUITT.
 BT0394'5.2 MILES NORTHEAST ALONG THE 1934 LOCATION OF STATE HIGHWAY
 BT0394'91 FROM THE SEABOARD AIR LINE RAILROAD STATION AT COLQUITT,
 BT0394'MILLER COUNTY, AND 19 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 BT0394'A STANDARD DISK, STAMPED A 99 1934 AND SET IN THE TOP OF A CONCRETE
 BT0394'POST PROJECTING 5 INCHES ABOVE GROUND.
 BT0394
 BT0394                          STATION RECOVERY (1973)
 BT0394
 BT0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BT0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3035 ***********************************************************************
 AB3035  DESIGNATION -  A RESET
 AB3035  PID         -  AB3035
 AB3035  STATE/COUNTY-  GA/CHATHAM
 AB3035  USGS QUAD   -  SAVANNAH (1978)
 AB3035
 AB3035                         *CURRENT SURVEY CONTROL
 AB3035  ___________________________________________________________________
 AB3035* NAD 83(1986)-  32 04 47.     (N)    081 06 10.     (W)     SCALED    
 AB3035* NAVD 88     -         3.770  (meters)      12.37   (feet)  ADJUSTED  
 AB3035  ___________________________________________________________________
 AB3035  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AB3035  DYNAMIC HT  -           3.766 (meters)      12.36  (feet)  COMP
 AB3035  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 AB3035
 AB3035  VERT ORDER  -  SECOND    CLASS II
 AB3035
 AB3035.The horizontal coordinates were scaled from a topographic map and have
 AB3035.an estimated accuracy of +/- 6 seconds.
 AB3035
 AB3035.The orthometric height was determined by differential leveling
 AB3035.and adjusted by the National Geodetic Survey in April 1998..
 AB3035
 AB3035.The geoid height was determined by GEOID03.
 AB3035
 AB3035.The dynamic height is computed by dividing the NAVD 88
 AB3035.geopotential number by the normal gravity value computed on the
 AB3035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3035.degrees latitude (g = 980.6199 gals.).
 AB3035
 AB3035.The modeled gravity was interpolated from observed gravity values.
 AB3035
 AB3035;                    North         East    Units  Estimated Accuracy
 AB3035;SPC GA E     -   231,050.      300,440.      MT  (+/- 180 meters Scaled)
 AB3035
 AB3035                          SUPERSEDED SURVEY CONTROL
 AB3035
 AB3035.No superseded survey control is available for this station.
 AB3035
 AB3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR903492(NAD 83)
 AB3035_MARKER: DV = VERTICAL CONTROL DISK
 AB3035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB3035_SP_SET: BRIDGE
 AB3035_STAMPING: BM A RESET 1992
 AB3035_MARK LOGO: NGS   
 AB3035_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB3035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3035+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2005
 AB3035
 AB3035  HISTORY     - Date     Condition        Report By
 AB3035  HISTORY     - 1992     MONUMENTED       NGS
 AB3035  HISTORY     - 20040911 GOOD             USPSQD
 AB3035  HISTORY     - 20051002 GOOD             USPSQD
 AB3035
 AB3035                          STATION DESCRIPTION
 AB3035
 AB3035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3035'0.25 MILE (0.40 KM) WESTERLY ALONG OGLETHORPE ST FROM MARTIN LUTHER
 AB3035'KING JR DR TO THE MARK OF THE RIGHT AT NE CORNER OF A BRIDGE OVER A
 AB3035'CANAL, ABOUT 250 FEET (76.2 M) WEST ALONG OGLETHORPE FROM THE
 AB3035'T-INTERSECTION OF BOUNDARY ST TO THE SOUTH, 25 FEET (7.6 M) NORTH OF
 AB3035'CENTER OF OGLETHORPE ST, 5 FEET (1.5 M) WEST OF EAST END OF BRIDGE
 AB3035'PARAPET WALL, 1.5 FT (0.5 M) NORTH OF NORTH FACE OF WALL, ABOUT FLUSH
 AB3035'WITH BRIDGE DECK.
 AB3035
 AB3035                          STATION RECOVERY (2004)
 AB3035
 AB3035'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AB3035'RECOVERED IN GOOD CONDITION.
 AB3035
 AB3035                          STATION RECOVERY (2005)
 AB3035
 AB3035'RECOVERY NOTE BY US POWER SQUADRON 2005
 AB3035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4867 ***********************************************************************
 AE4867  DESIGNATION -  A0001
 AE4867  PID         -  AE4867
 AE4867  STATE/COUNTY-  GA/HENRY
 AE4867  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 AE4867
 AE4867                         *CURRENT SURVEY CONTROL
 AE4867  ___________________________________________________________________
 AE4867* NAD 83(1994)-  33 38 17.70362(N)    084 15 34.64468(W)     ADJUSTED  
 AE4867* NAVD 88     -       291.6    (meters)     957.     (feet)  GPS OBS   
 AE4867  ___________________________________________________________________
 AE4867  X           -     531,692.236 (meters)                     COMP
 AE4867  Y           -  -5,289,152.043 (meters)                     COMP
 AE4867  Z           -   3,513,256.192 (meters)                     COMP
 AE4867  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AE4867  ELLIP HEIGHT-         262.25  (meters)          (12/11/97) GPS OBS
 AE4867  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AE4867
 AE4867  HORZ ORDER  -  FIRST
 AE4867  ELLP ORDER  -  FOURTH    CLASS I
 AE4867
 AE4867.The horizontal coordinates were established by GPS observations
 AE4867.and adjusted by the National Geodetic Survey in December 1997..
 AE4867
 AE4867.The orthometric height was determined by GPS observations and a
 AE4867.high-resolution geoid model.
 AE4867
 AE4867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4867
 AE4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4867
 AE4867.The ellipsoidal height was determined by GPS observations
 AE4867.and is referenced to NAD 83.
 AE4867
 AE4867.The geoid height was determined by GEOID03.
 AE4867
 AE4867;                    North         East     Units Scale Factor Converg.
 AE4867;SPC GA W     -   403,386.695   691,376.830   MT  0.99990092   -0 03 05.4
 AE4867;SPC GA W     - 1,323,444.52  2,268,292.15   sFT  0.99990092   -0 03 05.4
 AE4867;UTM  16      - 3,725,415.793   754,173.253   MT  1.00039653   +1 31 07.8
 AE4867
 AE4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4867!SPC GA W     -   0.99995883  x   0.99990092  =   0.99985976
 AE4867!UTM  16      -   0.99995883  x   1.00039653  =   1.00035534
 AE4867
 AE4867|---------------------------------------------------------------------|
 AE4867| PID    Reference Object                     Distance      Geod. Az  |
 AE4867|                                                           dddmmss.s |
 AE4867| AE4981 A9001                               341.994 METERS 32712     |
 AE4867|---------------------------------------------------------------------|
 AE4867
 AE4867                          SUPERSEDED SURVEY CONTROL
 AE4867
 AE4867.No superseded survey control is available for this station.
 AE4867
 AE4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5417325416(NAD 83)
 AE4867_MARKER: DD = SURVEY DISK
 AE4867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4867_STAMPING: A0001 1997
 AE4867_MARK LOGO: GA-151
 AE4867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4867+STABILITY: SURFACE MOTION
 AE4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4867+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4867
 AE4867  HISTORY     - Date     Condition        Report By
 AE4867  HISTORY     - 1997     MONUMENTED       MSI
 AE4867
 AE4867                          STATION DESCRIPTION
 AE4867
 AE4867'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4867'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHEAST OF CEDAR GROVE
 AE4867'AND 9.3 KM (5.75 MI) EAST OF FOREST PARK ALONG A ROAD RIGHT OF WAY TO
 AE4867'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 675 AND ANVIL BLOCK
 AE4867'ROAD (INTERCHANGE 4 ON I -675) PROCEED EAST ON ANVIL BLOCK ROAD FOR
 AE4867'3.0 MI (4.8 KM) TO THE T JUNCTION WITH FAIRVIEW ROAD.  TURN LEFT AND
 AE4867'PROCEED NORTH ALONG FAIRVIEW ROAD FOR 0.85 MI (1.37 KM) TO THE
 AE4867'JUNCTION WITH BOND DRIVE AND THE STATION ON THE RIGHT IN THE NORTHEAST
 AE4867'QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4867'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4867'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4867'FLUSH WITH THE GROUND. THE STATION IS LOCATED 29.5 FT (9.0 M)
 AE4867'EAST-NORTHEAST OF THE CENTERLINE OF FAIRVIEW ROAD, 28.0 FT (8.5 M)
 AE4867'NORTH-NORTHWEST OF THE CENTERLINE OF BOND DRIVE, 6.0 FT (1.8 M)
 AE4867'WEST-SOUTHWEST OF A STOP SIGN, AND 1.0 FT (0.3 M) WEST OF A CARSONITE
 AE4867'WITNESS POST HENRY COUNTY AZIMUTH MARK A9001 IS 0.2 MI (0.3 KM)
 AE4867'FURTHER NORTH ALONG FAIRVIEW ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4868 ***********************************************************************
 AE4868  DESIGNATION -  A0002
 AE4868  PID         -  AE4868
 AE4868  STATE/COUNTY-  GA/HENRY
 AE4868  USGS QUAD   -  REDAN (1983)
 AE4868
 AE4868                         *CURRENT SURVEY CONTROL
 AE4868  ___________________________________________________________________
 AE4868* NAD 83(1994)-  33 38 32.62651(N)    084 11 53.80157(W)     ADJUSTED  
 AE4868* NAVD 88     -       240.2    (meters)     788.     (feet)  GPS OBS   
 AE4868  ___________________________________________________________________
 AE4868  X           -     537,324.835 (meters)                     COMP
 AE4868  Y           -  -5,288,283.783 (meters)                     COMP
 AE4868  Z           -   3,513,610.524 (meters)                     COMP
 AE4868  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AE4868  ELLIP HEIGHT-         210.88  (meters)          (12/11/97) GPS OBS
 AE4868  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AE4868
 AE4868  HORZ ORDER  -  FIRST
 AE4868  ELLP ORDER  -  FOURTH    CLASS I
 AE4868
 AE4868.The horizontal coordinates were established by GPS observations
 AE4868.and adjusted by the National Geodetic Survey in December 1997..
 AE4868
 AE4868.The orthometric height was determined by GPS observations and a
 AE4868.high-resolution geoid model.
 AE4868
 AE4868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4868
 AE4868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4868
 AE4868.The ellipsoidal height was determined by GPS observations
 AE4868.and is referenced to NAD 83.
 AE4868
 AE4868.The geoid height was determined by GEOID03.
 AE4868
 AE4868;                    North         East     Units Scale Factor Converg.
 AE4868;SPC GA W     -   403,842.996   697,067.686   MT  0.99990011   -0 01 03.0
 AE4868;SPC GA W     - 1,324,941.56  2,286,962.90   sFT  0.99990011   -0 01 03.0
 AE4868;UTM  16      - 3,726,028.201   759,852.385   MT  1.00043253   +1 33 11.0
 AE4868
 AE4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4868!SPC GA W     -   0.99996689  x   0.99990011  =   0.99986701
 AE4868!UTM  16      -   0.99996689  x   1.00043253  =   1.00039941
 AE4868
 AE4868|---------------------------------------------------------------------|
 AE4868| PID    Reference Object                     Distance      Geod. Az  |
 AE4868|                                                           dddmmss.s |
 AE4868| AE4982 A9002                               312.001 METERS 27455     |
 AE4868|---------------------------------------------------------------------|
 AE4868
 AE4868                          SUPERSEDED SURVEY CONTROL
 AE4868
 AE4868.No superseded survey control is available for this station.
 AE4868
 AE4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5985226028(NAD 83)
 AE4868_MARKER: DD = SURVEY DISK
 AE4868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4868_STAMPING: A0002 1997
 AE4868_MARK LOGO: GA-151
 AE4868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4868+STABILITY: SURFACE MOTION
 AE4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4868+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4868
 AE4868  HISTORY     - Date     Condition        Report By
 AE4868  HISTORY     - 1997     MONUMENTED       MSI
 AE4868
 AE4868                          STATION DESCRIPTION
 AE4868
 AE4868'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4868'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) EAST-SOUTHEAST OF CEDAR
 AE4868'GROVE ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4868'INTERSECTION OF STATE HWY 155 AND PANOLA ROAD PROCEED WESTERLY ON
 AE4868'PANOLA ROAD FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT IN FRONT
 AE4868'OF NO 367 PANOLA ROAD THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4868'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4868'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4868'WITH THE GROUND. THE STATION IS LOCATED 147.0 FT (44.8 M) EAST OF THE
 AE4868'CENTERLINE OF THE DRIVEWAY FOR NO 367 PANOLA ROAD, 108.3 FT (33.0 M)
 AE4868'WEST OF A POWER POLE ON THE SOUTH SIDE OF PANOLA ROAD, 36.2 FT (11.0
 AE4868'M) WEST OF A FIRE HYDRANT, AND 14.1 FT (4.3 M) SOUTH OF THE CENTERLINE
 AE4868'OF PANOLA ROAD HENRY COUNTY AZIMUTH MARK A9002 IS 0.2 MI (0.3 KM)
 AE4868'FURTHER WEST ALONG PANOLA ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4869 ***********************************************************************
 AE4869  DESIGNATION -  A0003
 AE4869  PID         -  AE4869
 AE4869  STATE/COUNTY-  GA/HENRY
 AE4869  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4869
 AE4869                         *CURRENT SURVEY CONTROL
 AE4869  ___________________________________________________________________
 AE4869* NAD 83(1994)-  33 37 14.17875(N)    084 14 08.27467(W)     ADJUSTED  
 AE4869* NAVD 88     -       287.7    (meters)     944.     (feet)  GPS OBS   
 AE4869  ___________________________________________________________________
 AE4869  X           -     534,015.483 (meters)                     COMP
 AE4869  Y           -  -5,290,004.232 (meters)                     COMP
 AE4869  Z           -   3,511,624.348 (meters)                     COMP
 AE4869  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AE4869  ELLIP HEIGHT-         258.38  (meters)          (12/11/97) GPS OBS
 AE4869  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AE4869
 AE4869  HORZ ORDER  -  FIRST
 AE4869  ELLP ORDER  -  FOURTH    CLASS I
 AE4869
 AE4869.The horizontal coordinates were established by GPS observations
 AE4869.and adjusted by the National Geodetic Survey in December 1997..
 AE4869
 AE4869.The orthometric height was determined by GPS observations and a
 AE4869.high-resolution geoid model.
 AE4869
 AE4869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4869
 AE4869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4869
 AE4869.The ellipsoidal height was determined by GPS observations
 AE4869.and is referenced to NAD 83.
 AE4869
 AE4869.The geoid height was determined by GEOID03.
 AE4869
 AE4869;                    North         East     Units Scale Factor Converg.
 AE4869;SPC GA W     -   401,427.952   693,601.120   MT  0.99990050   -0 02 17.5
 AE4869;SPC GA W     - 1,317,018.21  2,275,589.67   sFT  0.99990050   -0 02 17.5
 AE4869;UTM  16      - 3,723,517.772   756,451.519   MT  1.00041088   +1 31 53.2
 AE4869
 AE4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4869!SPC GA W     -   0.99995944  x   0.99990050  =   0.99985994
 AE4869!UTM  16      -   0.99995944  x   1.00041088  =   1.00037030
 AE4869
 AE4869|---------------------------------------------------------------------|
 AE4869| PID    Reference Object                     Distance      Geod. Az  |
 AE4869|                                                           dddmmss.s |
 AE4869| AE4983 A9003                               393.583 METERS 26516     |
 AE4869|---------------------------------------------------------------------|
 AE4869
 AE4869                          SUPERSEDED SURVEY CONTROL
 AE4869
 AE4869.No superseded survey control is available for this station.
 AE4869
 AE4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5645223518(NAD 83)
 AE4869_MARKER: DD = SURVEY DISK
 AE4869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4869_STAMPING: A0003 1997
 AE4869_MARK LOGO: GA-151
 AE4869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4869+STABILITY: SURFACE MOTION
 AE4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4869+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4869
 AE4869  HISTORY     - Date     Condition        Report By
 AE4869  HISTORY     - 1997     MONUMENTED       MSI
 AE4869
 AE4869                          STATION DESCRIPTION
 AE4869
 AE4869'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4869'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) SOUTHEAST OF CEDAR GROVE
 AE4869'AND 8.1 KM (5.05 MI) NORTH OF STOCKBRIDGE ALONG A ROAD RIGHT OF WAY TO
 AE4869'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 675 AND ANVIL BLOCK
 AE4869'ROAD (INTERCHANGE 4 ON I -675) PROCEED EAST ON ANVIL BLOCK ROAD FOR
 AE4869'3.0 MI (4.8 KM) TO THE T JUNCTION WITH FAIRVIEW ROAD.  TURN RIGHT AND
 AE4869'PROCEED SOUTH ON FAIRVIEW ROAD FOR 1.45 MI (2.33 KM) TO THE JUNCTION
 AE4869'WITH PANOLA ROAD AND THE STATION ON THE LEFT IN THE SOUTHEAST QUADRANT
 AE4869'OF THE INTERSECTION IN FRONT OF THE AMOCO GAS STATION PARKING LOT THE
 AE4869'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4869'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4869'(0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4869'STATION IS LOCATED 35.2 FT (10.7 M) WEST OF THE NORTHERNMOST POLE OF A
 AE4869'PAIR OF POWER POLES, 28.0 FT (8.5 M) SOUTHEAST OF THE CENTERLINE OF
 AE4869'PANOLA ROAD, AND 21.3 FT (6.5 M) NORTHEAST OF A MANHOLE COVER HENRY
 AE4869'COUNTY AZIMUTH MARK A9003 IS 0.25 MI (0.40 KM) SOUTHWEST ALONG
 AE4869'FAIRVIEW ROAD ON THE RIGHT IN THE GRASS ISLAND BETWEEN A CAR WASH
 AE4869'PARKING LOT AND THE SOUTHWESTBOUND LANES OF FAIRVIEW ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4870 ***********************************************************************
 AE4870  DESIGNATION -  A0004
 AE4870  PID         -  AE4870
 AE4870  STATE/COUNTY-  GA/HENRY
 AE4870  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4870
 AE4870                         *CURRENT SURVEY CONTROL
 AE4870  ___________________________________________________________________
 AE4870* NAD 83(1994)-  33 36 33.67694(N)    084 10 25.15908(W)     ADJUSTED  
 AE4870* NAVD 88     -       278.5    (meters)     914.     (feet)  GPS OBS   
 AE4870  ___________________________________________________________________
 AE4870  X           -     539,806.705 (meters)                     COMP
 AE4870  Y           -  -5,290,103.272 (meters)                     COMP
 AE4870  Z           -   3,510,580.107 (meters)                     COMP
 AE4870  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AE4870  ELLIP HEIGHT-         249.32  (meters)          (12/11/97) GPS OBS
 AE4870  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AE4870
 AE4870  HORZ ORDER  -  FIRST
 AE4870  ELLP ORDER  -  FOURTH    CLASS I
 AE4870
 AE4870.The horizontal coordinates were established by GPS observations
 AE4870.and adjusted by the National Geodetic Survey in December 1997..
 AE4870
 AE4870.The orthometric height was determined by GPS observations and a
 AE4870.high-resolution geoid model.
 AE4870
 AE4870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4870
 AE4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4870
 AE4870.The ellipsoidal height was determined by GPS observations
 AE4870.and is referenced to NAD 83.
 AE4870
 AE4870.The geoid height was determined by GEOID03.
 AE4870
 AE4870;                    North         East     Units Scale Factor Converg.
 AE4870;SPC GA W     -   400,178.112   699,351.481   MT  0.99990001   -0 00 13.9
 AE4870;SPC GA W     - 1,312,917.69  2,294,455.65   sFT  0.99990001   -0 00 13.9
 AE4870;UTM  16      - 3,722,425.315   762,237.014   MT  1.00044789   +1 33 55.3
 AE4870
 AE4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4870!SPC GA W     -   0.99996086  x   0.99990001  =   0.99986087
 AE4870!UTM  16      -   0.99996086  x   1.00044789  =   1.00040873
 AE4870
 AE4870|---------------------------------------------------------------------|
 AE4870| PID    Reference Object                     Distance      Geod. Az  |
 AE4870|                                                           dddmmss.s |
 AE4870| AE4984 A9004                               348.697 METERS 21629     |
 AE4870|---------------------------------------------------------------------|
 AE4870
 AE4870                          SUPERSEDED SURVEY CONTROL
 AE4870
 AE4870.No superseded survey control is available for this station.
 AE4870
 AE4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6223722425(NAD 83)
 AE4870_MARKER: DD = SURVEY DISK
 AE4870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4870_STAMPING: A0004 1997
 AE4870_MARK LOGO: GA-151
 AE4870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4870+STABILITY: SURFACE MOTION
 AE4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4870+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4870
 AE4870  HISTORY     - Date     Condition        Report By
 AE4870  HISTORY     - 1997     MONUMENTED       MSI
 AE4870
 AE4870                          STATION DESCRIPTION
 AE4870
 AE4870'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4870'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHEAST OF STOCKBRIDGE
 AE4870'AND 3.6 KM (2.25 MI) SOUTH OF PANOLA MOUNTAIN ALONG A ROAD RIGHT OF
 AE4870'WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 155 AND
 AE4870'FAIRVIEW ROAD PROCEED WEST ALONG FAIRVIEW ROAD FOR 0.55 MI (0.89 KM)
 AE4870'TO THE JUNCTION WITH ROCK ROAD AND THE STATION ON THE RIGHT IN THE
 AE4870'NORTHEAST QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY
 AE4870'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4870'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4870'OF THE MONUMENT IS 1.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED
 AE4870'45.1 FT (13.7 M) EAST OF THE CENTERLINE OF ROCK ROAD, 44.2 FT (13.5 M)
 AE4870'NORTH OF THE CENTERLINE OF FAIRVIEW ROAD, 37.7 FT (11.5 M) NORTHWEST
 AE4870'OF A FIRE HYDRANT, AND 20.0 FT (6.1 M) SOUTH OF THE SOUTHEASTERNMOST
 AE4870'OF TWO POWER POLES HENRY COUNTY AZIMUTH MARK A9004 IS 0.21 MI (0.34
 AE4870'KM) FURTHER WEST AONG FAIRVIEW ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4871 ***********************************************************************
 AE4871  DESIGNATION -  A0005
 AE4871  PID         -  AE4871
 AE4871  STATE/COUNTY-  GA/HENRY
 AE4871  USGS QUAD   -  JONESBORO (1993)
 AE4871
 AE4871                         *CURRENT SURVEY CONTROL
 AE4871  ___________________________________________________________________
 AE4871* NAD 83(1994)-  33 35 24.46139(N)    084 15 08.07516(W)     ADJUSTED  
 AE4871* NAVD 88     -       256.7    (meters)     842.     (feet)  GPS OBS   
 AE4871  ___________________________________________________________________
 AE4871  X           -     532,666.575 (meters)                     COMP
 AE4871  Y           -  -5,291,994.772 (meters)                     COMP
 AE4871  Z           -   3,508,791.698 (meters)                     COMP
 AE4871  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AE4871  ELLIP HEIGHT-         227.42  (meters)          (12/11/97) GPS OBS
 AE4871  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AE4871
 AE4871  HORZ ORDER  -  FIRST
 AE4871  ELLP ORDER  -  FOURTH    CLASS I
 AE4871
 AE4871.The horizontal coordinates were established by GPS observations
 AE4871.and adjusted by the National Geodetic Survey in December 1997..
 AE4871
 AE4871.The orthometric height was determined by GPS observations and a
 AE4871.high-resolution geoid model.
 AE4871
 AE4871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4871
 AE4871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4871
 AE4871.The ellipsoidal height was determined by GPS observations
 AE4871.and is referenced to NAD 83.
 AE4871
 AE4871.The geoid height was determined by GEOID03.
 AE4871
 AE4871;                    North         East     Units Scale Factor Converg.
 AE4871;SPC GA W     -   398,049.070   692,057.064   MT  0.99990078   -0 02 50.4
 AE4871;SPC GA W     - 1,305,932.66  2,270,523.88   sFT  0.99990078   -0 02 50.4
 AE4871;UTM  16      - 3,720,096.149   754,999.825   MT  1.00040173   +1 31 15.6
 AE4871
 AE4871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4871!SPC GA W     -   0.99996430  x   0.99990078  =   0.99986508
 AE4871!UTM  16      -   0.99996430  x   1.00040173  =   1.00036601
 AE4871
 AE4871|---------------------------------------------------------------------|
 AE4871| PID    Reference Object                     Distance      Geod. Az  |
 AE4871|                                                           dddmmss.s |
 AE4871| AE4985 A9005                               340.139 METERS 08930     |
 AE4871|---------------------------------------------------------------------|
 AE4871
 AE4871                          SUPERSEDED SURVEY CONTROL
 AE4871
 AE4871.No superseded survey control is available for this station.
 AE4871
 AE4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5500020096(NAD 83)
 AE4871_MARKER: DD = SURVEY DISK
 AE4871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4871_STAMPING: A0005 1997
 AE4871_MARK LOGO: GA-151
 AE4871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4871+STABILITY: SURFACE MOTION
 AE4871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4871+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4871
 AE4871  HISTORY     - Date     Condition        Report By
 AE4871  HISTORY     - 1997     MONUMENTED       MSI
 AE4871
 AE4871                          STATION DESCRIPTION
 AE4871
 AE4871'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4871'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) NORTH-NORTHWEST OF
 AE4871'STOCKBRIDGE AND 1.8 KM (1.10 MI) EAST OF REX ALONG A ROAD RIGHT OF WAY
 AE4871'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 155 AND 138
 AE4871'PROCEED WEST ON STATE HWY 138 FOR 6.35 MI (10.22 KM) TO THE JUNCTION
 AE4871'WITH EAST ATLANTA ROAD.  TURN RIGHT AND PROCEED NORTH ON EAST ATLANTA
 AE4871'ROAD FOR 1.7 MI (2.7 KM) TO THE JUNCTION WITH STAGECOACH ROAD.  TURN
 AE4871'LEFT AND PROCEED NORTHWEST ALONG STAGECOACH ROAD FOR 1.1 MI (1.8 KM)
 AE4871'TO THE JUNCTION WITH WILKERSON ROAD.  TURN RIGHT AND GO NORTH ON
 AE4871'WILKERSON ROAD FOR 0.8 MI (1.3 KM) TO THE JUNCTION WITH COATSWORTH
 AE4871'DRIVE.  TURN LEFT AND PROCEED WEST ON COATSWORTH DRIVE FOR 0.3 MI (0.5
 AE4871'KM) TO THE JUNCTION WITH HAYES LANE.  TURN LEFT AND GO SOUTH ON HAYES
 AE4871'LANE FOR 0.1 MI (0.2 KM) TO THE JUNCTION WITH HAYES CIRCLE AND THE
 AE4871'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE INTERSECTION THE
 AE4871'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4871'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4871'(0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4871'STATION IS LOCATED 54.0 FT (16.5 M) NORTHWEST OF A FIRE HYDRANT, 26.4
 AE4871'FT (8.0 M) NORTH OF THE CENTERLINE OF HAYES CIRCLE, 22.4 FT (6.8 M)
 AE4871'EAST OF THE CENTERLINE OF HAYES LANE, AND 5.2 FT (1.6 M) WEST OF A
 AE4871'TELEPHONE JUNCTION BOX HENRY COUNTY AZIMUTH MARK A9005 IS 0.2 MI (0.3
 AE4871'KM) EAST ALONG HAYES CIRCLE ON THE RIGHT AT A BEND IN THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4872 ***********************************************************************
 AE4872  DESIGNATION -  A0006
 AE4872  PID         -  AE4872
 AE4872  STATE/COUNTY-  GA/HENRY
 AE4872  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4872
 AE4872                         *CURRENT SURVEY CONTROL
 AE4872  ___________________________________________________________________
 AE4872* NAD 83(1994)-  33 34 54.00942(N)    084 12 07.54489(W)     ADJUSTED  
 AE4872* NAVD 88     -       223.8    (meters)     734.     (feet)  GPS OBS   
 AE4872  ___________________________________________________________________
 AE4872  X           -     537,347.782 (meters)                     COMP
 AE4872  Y           -  -5,292,015.706 (meters)                     COMP
 AE4872  Z           -   3,507,991.929 (meters)                     COMP
 AE4872  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AE4872  ELLIP HEIGHT-         194.60  (meters)          (12/11/97) GPS OBS
 AE4872  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AE4872
 AE4872  HORZ ORDER  -  FIRST
 AE4872  ELLP ORDER  -  FOURTH    CLASS I
 AE4872
 AE4872.The horizontal coordinates were established by GPS observations
 AE4872.and adjusted by the National Geodetic Survey in December 1997..
 AE4872
 AE4872.The orthometric height was determined by GPS observations and a
 AE4872.high-resolution geoid model.
 AE4872
 AE4872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4872
 AE4872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4872
 AE4872.The ellipsoidal height was determined by GPS observations
 AE4872.and is referenced to NAD 83.
 AE4872
 AE4872.The geoid height was determined by GEOID03.
 AE4872
 AE4872;                    North         East     Units Scale Factor Converg.
 AE4872;SPC GA W     -   397,108.228   696,711.258   MT  0.99990013   -0 01 10.5
 AE4872;SPC GA W     - 1,302,845.91  2,285,793.52   sFT  0.99990013   -0 01 10.5
 AE4872;UTM  16      - 3,719,282.612   759,680.438   MT  1.00043144   +1 32 54.4
 AE4872
 AE4872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4872!SPC GA W     -   0.99996945  x   0.99990013  =   0.99986958
 AE4872!UTM  16      -   0.99996945  x   1.00043144  =   1.00040088
 AE4872
 AE4872:                Primary Azimuth Mark                     Grid Az
 AE4872:SPC GA W     -  A9006                                    263 09 09.5
 AE4872:UTM  16      -  A9006                                    261 35 04.6
 AE4872
 AE4872|---------------------------------------------------------------------|
 AE4872| PID    Reference Object                     Distance      Geod. Az  |
 AE4872|                                                           dddmmss.s |
 AE4872| AE4986 A9006                               466.703 METERS 2630759.0 |
 AE4872|---------------------------------------------------------------------|
 AE4872
 AE4872                          SUPERSEDED SURVEY CONTROL
 AE4872
 AE4872.No superseded survey control is available for this station.
 AE4872
 AE4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5968019283(NAD 83)
 AE4872_MARKER: DD = SURVEY DISK
 AE4872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4872_STAMPING: A0006 1997
 AE4872_MARK LOGO: GA-151
 AE4872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4872+STABILITY: SURFACE MOTION
 AE4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4872+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4872
 AE4872  HISTORY     - Date     Condition        Report By
 AE4872  HISTORY     - 1997     MONUMENTED       MSI
 AE4872
 AE4872                          STATION DESCRIPTION
 AE4872
 AE4872'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4872'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTHEAST OF STOCKBRIDGE
 AE4872'AT SWAN LAKE TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 155
 AE4872'AND 138 PROCEED WEST ON STATE HWY 138 FOR 0.75 MI (1.21 KM) TO THE
 AE4872'JUNCTION WITH OLD CONYERS ROAD.  CONTINUE WEST THEN SOUTHWEST ON OLD
 AE4872'CONYERS ROAD FOR 1.65 MI (2.66 KM) TO THE JUNCTION WITH SWAN LAKE
 AE4872'ROAD.  TURN RIGHT AND PROCEED NORTH ON SWAN LAKE ROAD FOR 0.35 MI
 AE4872'(0.56 KM) TO THE JUNCTION WITH SWAN LAKE DRIVE.  TURN LEFT AND PROCEED
 AE4872'WEST ON SWAN LAKE DRIVE FOR 0.6 MI (1.0 KM) TO THE JUNCTION WITH
 AE4872'LAKESHORE DRIVE AND THE STATION ON THE LEFT OPPOSITE THE BOAT RAMP THE
 AE4872'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4872'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4872'(0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE
 AE4872'STATION IS LOCATED 78.1 FT (23.8 M) EAST-SOUTHEAST OF A POWER POLE ON
 AE4872'THE NORTH SIDE OF LAKESHORE DRIVE, 73.1 FT (22.3 M) EAST OF A POWER
 AE4872'POLE ON THE SOUTH SIDE OF LAKESHORE DRIVE, 27.7 FT (8.4 M) SOUTH OF
 AE4872'THE CENTERLINE OF LAKESHORE DRIVE, AND 1 FT (0.3 M) NORTH OF A
 AE4872'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9006 IS 0.4 MI (0.6
 AE4872'KM) WEST ALONG LAKESHORE DRIVE ON THE RIGHT IN THE SWAN LAKE COMMUNITY
 AE4872'BEACH AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4873 ***********************************************************************
 AE4873  DESIGNATION -  A0007
 AE4873  PID         -  AE4873
 AE4873  STATE/COUNTY-  GA/HENRY
 AE4873  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4873
 AE4873                         *CURRENT SURVEY CONTROL
 AE4873  ___________________________________________________________________
 AE4873* NAD 83(1994)-  33 34 55.44667(N)    084 09 22.21219(W)     ADJUSTED  
 AE4873* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 AE4873  ___________________________________________________________________
 AE4873  X           -     541,591.089 (meters)                     COMP
 AE4873  Y           -  -5,291,599.278 (meters)                     COMP
 AE4873  Z           -   3,508,055.752 (meters)                     COMP
 AE4873  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AE4873  ELLIP HEIGHT-         243.29  (meters)          (12/11/97) GPS OBS
 AE4873  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AE4873
 AE4873  HORZ ORDER  -  FIRST
 AE4873  ELLP ORDER  -  FOURTH    CLASS I
 AE4873
 AE4873.The horizontal coordinates were established by GPS observations
 AE4873.and adjusted by the National Geodetic Survey in December 1997..
 AE4873
 AE4873.The orthometric height was determined by GPS observations and a
 AE4873.high-resolution geoid model.
 AE4873
 AE4873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4873
 AE4873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4873
 AE4873.The ellipsoidal height was determined by GPS observations
 AE4873.and is referenced to NAD 83.
 AE4873
 AE4873.The geoid height was determined by GEOID03.
 AE4873
 AE4873;                    North         East     Units Scale Factor Converg.
 AE4873;SPC GA W     -   397,151.992   700,974.353   MT  0.99990001   +0 00 20.9
 AE4873;SPC GA W     - 1,302,989.49  2,299,780.02   sFT  0.99990001   +0 00 20.9
 AE4873;UTM  16      - 3,719,443.105   763,943.062   MT  1.00045896   +1 34 26.1
 AE4873
 AE4873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4873!SPC GA W     -   0.99996181  x   0.99990001  =   0.99986182
 AE4873!UTM  16      -   0.99996181  x   1.00045896  =   1.00042075
 AE4873
 AE4873                          SUPERSEDED SURVEY CONTROL
 AE4873
 AE4873.No superseded survey control is available for this station.
 AE4873
 AE4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6394319443(NAD 83)
 AE4873_MARKER: DD = SURVEY DISK
 AE4873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4873_STAMPING: A0007 1997
 AE4873_MARK LOGO: GA-151
 AE4873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4873+STABILITY: SURFACE MOTION
 AE4873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4873+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4873
 AE4873  HISTORY     - Date     Condition        Report By
 AE4873  HISTORY     - 1997     MONUMENTED       MSI
 AE4873
 AE4873                          STATION DESCRIPTION
 AE4873
 AE4873'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4873'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTHEAST OF STOCKBRIDGE
 AE4873'AND 8.3 MI (13.4 KM) NORTHWEST OF KELLEYTOWN ALONG STATE ROAD RIGHT OF
 AE4873'WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 155 AND 138
 AE4873'PROCEED WEST ALONG STATE HWY 138 FOR 0.45 MI (0.72 KM) TO THE STATION
 AE4873'ON THE LEFT SOUTH OF THE HWY THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4873'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4873'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4873'FLUSH WITH THE GROUND. THE STATION IS LOCATED 45.4 FT (13.8 M) SOUTH
 AE4873'OF THE CENTERLINE OF STATE HWY 138, 30.5 FT (9.3 M) EAST OF THE
 AE4873'CENTERLINE OF A GRAVEL DRIVE, AND 25.7 FT (7.8 M) EAST OF THE
 AE4873'EASTERNMOST GATEPOST HENRY COUNTY AZIMUTH MARK A9007 IS 0.9 MI (1.4
 AE4873'KM) EAST ALONG STATE HWY 138 ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4874 ***********************************************************************
 AE4874  DESIGNATION -  A0008
 AE4874  PID         -  AE4874
 AE4874  STATE/COUNTY-  GA/HENRY
 AE4874  USGS QUAD   -  JONESBORO (1993)
 AE4874
 AE4874                         *CURRENT SURVEY CONTROL
 AE4874  ___________________________________________________________________
 AE4874* NAD 83(1994)-  33 32 53.16290(N)    084 16 51.98203(W)     ADJUSTED  
 AE4874* NAVD 88     -       269.5    (meters)     884.     (feet)  GPS OBS   
 AE4874  ___________________________________________________________________
 AE4874  X           -     530,258.565 (meters)                     COMP
 AE4874  Y           -  -5,294,837.916 (meters)                     COMP
 AE4874  Z           -   3,504,914.684 (meters)                     COMP
 AE4874  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AE4874  ELLIP HEIGHT-         240.33  (meters)          (12/11/97) GPS OBS
 AE4874  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AE4874
 AE4874  HORZ ORDER  -  FIRST
 AE4874  ELLP ORDER  -  FOURTH    CLASS I
 AE4874
 AE4874.The horizontal coordinates were established by GPS observations
 AE4874.and adjusted by the National Geodetic Survey in December 1997..
 AE4874
 AE4874.The orthometric height was determined by GPS observations and a
 AE4874.high-resolution geoid model.
 AE4874
 AE4874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4874
 AE4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4874
 AE4874.The ellipsoidal height was determined by GPS observations
 AE4874.and is referenced to NAD 83.
 AE4874
 AE4874.The geoid height was determined by GEOID03.
 AE4874
 AE4874;                    North         East     Units Scale Factor Converg.
 AE4874;SPC GA W     -   393,390.670   689,372.940   MT  0.99990139   -0 03 47.7
 AE4874;SPC GA W     - 1,290,649.22  2,261,717.72   sFT  0.99990139   -0 03 47.7
 AE4874;UTM  16      - 3,715,363.741   752,442.873   MT  1.00038574   +1 30 12.1
 AE4874
 AE4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4874!SPC GA W     -   0.99996227  x   0.99990139  =   0.99986367
 AE4874!UTM  16      -   0.99996227  x   1.00038574  =   1.00034800
 AE4874
 AE4874:                Primary Azimuth Mark                     Grid Az
 AE4874:SPC GA W     -  A9008                                    295 35 44.3
 AE4874:UTM  16      -  A9008                                    294 01 44.5
 AE4874
 AE4874|---------------------------------------------------------------------|
 AE4874| PID    Reference Object                     Distance      Geod. Az  |
 AE4874|                                                           dddmmss.s |
 AE4874| AE4988 A9008                               430.766 METERS 2953156.6 |
 AE4874|---------------------------------------------------------------------|
 AE4874
 AE4874                          SUPERSEDED SURVEY CONTROL
 AE4874
 AE4874.No superseded survey control is available for this station.
 AE4874
 AE4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5244315364(NAD 83)
 AE4874_MARKER: DD = SURVEY DISK
 AE4874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4874_STAMPING: A0008 1997
 AE4874_MARK LOGO: GA-151
 AE4874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4874+STABILITY: SURFACE MOTION
 AE4874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4874+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4874
 AE4874  HISTORY     - Date     Condition        Report By
 AE4874  HISTORY     - 1997     MONUMENTED       MSI
 AE4874
 AE4874                          STATION DESCRIPTION
 AE4874
 AE4874'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4874'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) WEST OF STOCKBRIDGE
 AE4874'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4874'INTERSTATE 75 AND STATE HWY 138 PROCEED NORTH ON THE ONRAMP FOR
 AE4874'NORTHBOUND I-75 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT IN THE
 AE4874'MEDIAN BETWEEN THE ONRAMP AND HIGHWAY THE STATION IS A HENRY COUNTY
 AE4874'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4874'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4874'OF THE MONUMENT IS 1.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED
 AE4874'79.8 FT (24.3 M) SOUTH OF THE SOUTHWEST EDGE OF THE ONRAMP, 56.0 FT
 AE4874'(17.1 M) SOUTHEAST OF A SIGN, 24.3 FT (7.4 M) NORTHEAST OF THE EAST
 AE4874'EDGE OF THE NORTHBOUND LANES OF I-75, AND 1.0 FT (0.3 M) SOUTH OF A
 AE4874'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9008 IS 0.3 MI (0.5
 AE4874'KM) NORTHWEST ALONG I-75 ON THE RIGHT IN THE ROAD RIGHT OF WAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4875 ***********************************************************************
 AE4875  DESIGNATION -  A0009
 AE4875  PID         -  AE4875
 AE4875  STATE/COUNTY-  GA/HENRY
 AE4875  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4875
 AE4875                         *CURRENT SURVEY CONTROL
 AE4875  ___________________________________________________________________
 AE4875* NAD 83(1994)-  33 33 16.99166(N)    084 14 04.65975(W)     ADJUSTED  
 AE4875* NAVD 88     -       232.7    (meters)     763.     (feet)  GPS OBS   
 AE4875  ___________________________________________________________________
 AE4875  X           -     534,509.727 (meters)                     COMP
 AE4875  Y           -  -5,293,971.797 (meters)                     COMP
 AE4875  Z           -   3,505,506.203 (meters)                     COMP
 AE4875  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AE4875  ELLIP HEIGHT-         203.53  (meters)          (12/11/97) GPS OBS
 AE4875  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AE4875
 AE4875  HORZ ORDER  -  FIRST
 AE4875  ELLP ORDER  -  FOURTH    CLASS I
 AE4875
 AE4875.The horizontal coordinates were established by GPS observations
 AE4875.and adjusted by the National Geodetic Survey in December 1997..
 AE4875
 AE4875.The orthometric height was determined by GPS observations and a
 AE4875.high-resolution geoid model.
 AE4875
 AE4875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4875
 AE4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4875
 AE4875.The ellipsoidal height was determined by GPS observations
 AE4875.and is referenced to NAD 83.
 AE4875
 AE4875.The geoid height was determined by GEOID03.
 AE4875
 AE4875;                    North         East     Units Scale Factor Converg.
 AE4875;SPC GA W     -   394,120.953   693,689.494   MT  0.99990049   -0 02 15.2
 AE4875;SPC GA W     - 1,293,045.16  2,275,879.61   sFT  0.99990049   -0 02 15.2
 AE4875;UTM  16      - 3,716,212.195   756,739.986   MT  1.00041272   +1 31 45.7
 AE4875
 AE4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4875!SPC GA W     -   0.99996805  x   0.99990049  =   0.99986854
 AE4875!UTM  16      -   0.99996805  x   1.00041272  =   1.00038076
 AE4875
 AE4875|---------------------------------------------------------------------|
 AE4875| PID    Reference Object                     Distance      Geod. Az  |
 AE4875|                                                           dddmmss.s |
 AE4875| DG0448 R 224                               310.153 METERS 33824     |
 AE4875|---------------------------------------------------------------------|
 AE4875
 AE4875                          SUPERSEDED SURVEY CONTROL
 AE4875
 AE4875.No superseded survey control is available for this station.
 AE4875
 AE4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5674016212(NAD 83)
 AE4875_MARKER: DD = SURVEY DISK
 AE4875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4875_STAMPING: A0009 1997
 AE4875_MARK LOGO: GA-151
 AE4875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4875+STABILITY: SURFACE MOTION
 AE4875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4875+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4875
 AE4875  HISTORY     - Date     Condition        Report By
 AE4875  HISTORY     - 1997     MONUMENTED       MSI
 AE4875
 AE4875                          STATION DESCRIPTION
 AE4875
 AE4875'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4875'THE STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) NORTH OF STOCKBRIDGE
 AE4875'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4875'STATE HWYS 155 AND 138 PROCEED WEST ON STATE HWY 138 FOR 6.35 MI
 AE4875'(10.22 KM) TO THE JUNCTION WITH EAST ATLANTA ROAD.  TURN RIGHT AND
 AE4875'PROCEED NORTH ON EAST ATLANTA ROAD FOR 0.7 MI (1.1 KM) TO THE STATION
 AE4875'ON THE LEFT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP
 AE4875'OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A
 AE4875'DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE
 AE4875'GROUND LEVEL.  THE STATION IS LOCATED 33.5 FT (10.2 M) NORTHWEST OF
 AE4875'MANHOLE V-1326, 2.4 FT (0.7 M) SOUTHWEST OF THE CURB AND 1.0 FT (0.3
 AE4875'M) NORTHEAST OF A CARSONITE WITNESS POST USGS BENCH MARK R 224 IS 0.2
 AE4875'MI (0.3 KM) FURTHER NORTH ALONG EAST ATLANTA ROAD THEN WEST ON VALLEY
 AE4875'HILL ROAD CROSSING THE RAILROAD TRACKS TO THE STATION ON THE RIGHT
 AE4875'NEAR THE SOUTHEAST CORNER OF THE BRANAN FAMILY CEMETERY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4876 ***********************************************************************
 AE4876  DESIGNATION -  A0010
 AE4876  PID         -  AE4876
 AE4876  STATE/COUNTY-  GA/HENRY
 AE4876  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4876
 AE4876                         *CURRENT SURVEY CONTROL
 AE4876  ___________________________________________________________________
 AE4876* NAD 83(1994)-  33 32 21.90528(N)    084 11 11.74529(W)     ADJUSTED  
 AE4876* NAVD 88     -       237.2    (meters)     778.     (feet)  GPS OBS   
 AE4876  ___________________________________________________________________
 AE4876  X           -     539,042.934 (meters)                     COMP
 AE4876  Y           -  -5,294,458.764 (meters)                     COMP
 AE4876  Z           -   3,504,094.205 (meters)                     COMP
 AE4876  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AE4876  ELLIP HEIGHT-         208.12  (meters)          (12/11/97) GPS OBS
 AE4876  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AE4876
 AE4876  HORZ ORDER  -  FIRST
 AE4876  ELLP ORDER  -  FOURTH    CLASS I
 AE4876
 AE4876.The horizontal coordinates were established by GPS observations
 AE4876.and adjusted by the National Geodetic Survey in December 1997..
 AE4876
 AE4876.The orthometric height was determined by GPS observations and a
 AE4876.high-resolution geoid model.
 AE4876
 AE4876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4876
 AE4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4876
 AE4876.The ellipsoidal height was determined by GPS observations
 AE4876.and is referenced to NAD 83.
 AE4876
 AE4876.The geoid height was determined by GEOID03.
 AE4876
 AE4876;                    North         East     Units Scale Factor Converg.
 AE4876;SPC GA W     -   392,422.048   698,149.149   MT  0.99990004   -0 00 39.6
 AE4876;SPC GA W     - 1,287,471.34  2,290,511.00   sFT  0.99990004   -0 00 39.6
 AE4876;UTM  16      - 3,714,635.018   761,246.794   MT  1.00044151   +1 33 19.1
 AE4876
 AE4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4876!SPC GA W     -   0.99996733  x   0.99990004  =   0.99986737
 AE4876!UTM  16      -   0.99996733  x   1.00044151  =   1.00040882
 AE4876
 AE4876:                Primary Azimuth Mark                     Grid Az
 AE4876:SPC GA W     -  A9010                                    001 06 56.6
 AE4876:UTM  16      -  A9010                                    359 32 57.9
 AE4876
 AE4876|---------------------------------------------------------------------|
 AE4876| PID    Reference Object                     Distance      Geod. Az  |
 AE4876|                                                           dddmmss.s |
 AE4876| AE4989 A9010                               465.870 METERS 0010617.0 |
 AE4876|---------------------------------------------------------------------|
 AE4876
 AE4876                          SUPERSEDED SURVEY CONTROL
 AE4876
 AE4876.No superseded survey control is available for this station.
 AE4876
 AE4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6124714635(NAD 83)
 AE4876_MARKER: DD = SURVEY DISK
 AE4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4876_STAMPING: A0010 1997
 AE4876_MARK LOGO: GA-151
 AE4876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4876+STABILITY: SURFACE MOTION
 AE4876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4876+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4876
 AE4876  HISTORY     - Date     Condition        Report By
 AE4876  HISTORY     - 1997     MONUMENTED       MSI
 AE4876
 AE4876                          STATION DESCRIPTION
 AE4876
 AE4876'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4876'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) EAST OF STOCKBRIDGE AND
 AE4876'4.5 KM (2.80 MI) WEST OF WHITEHOUSE ALONG A ROAD RIGHT OF WAY TO REACH
 AE4876'THE STATION FROM THE JUNCTION OF STATE HWYS 155 AND 138 PROCEED WEST
 AE4876'ON STATE HWY 138 FOR 3.65 MI (5.87 KM) TO THE JUNCTION WITH FLAT ROCK
 AE4876'ROAD.  TURN LEFT AND PROCEED SOUTH ON FLAT ROCK ROAD FOR 0.4 MI (0.6
 AE4876'KM) TO THE T JUNCTION WITH MILLERS MILL ROAD AND THE STATION SOUTH OF
 AE4876'MILLERS MILL ROAD THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4876'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4876'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4876'WITH THE GROUND. THE STATION IS LOCATED 69.0 FT (21.0 M) NORTHWEST OF
 AE4876'A POWER POLE, 61.2 FT (18.7 M) SOUTHEAST OF A POWER POLE, 23.8 FT (7.3
 AE4876'M) NORTH OF A CABLE JUNCTION BOX, 15.4 FT (4.7 M) SOUTHWEST OF THE
 AE4876'CENTERLINE OF MILLERS MILL ROAD, AND 1.0 FT (0.3 M) EAST OF A
 AE4876'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9010 IS 0.25 MI
 AE4876'(0.40 KM) NORTH ALONG FLAT ROCK ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4877 ***********************************************************************
 AE4877  DESIGNATION -  A0011
 AE4877  PID         -  AE4877
 AE4877  STATE/COUNTY-  GA/HENRY
 AE4877  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4877
 AE4877                         *CURRENT SURVEY CONTROL
 AE4877  ___________________________________________________________________
 AE4877* NAD 83(1994)-  33 33 45.93220(N)    084 08 14.88676(W)     ADJUSTED  
 AE4877* NAVD 88     -       245.8    (meters)     806.     (feet)  GPS OBS   
 AE4877  ___________________________________________________________________
 AE4877  X           -     543,436.969 (meters)                     COMP
 AE4877  Y           -  -5,292,578.402 (meters)                     COMP
 AE4877  Z           -   3,506,256.550 (meters)                     COMP
 AE4877  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AE4877  ELLIP HEIGHT-         216.73  (meters)          (12/11/97) GPS OBS
 AE4877  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AE4877
 AE4877  HORZ ORDER  -  FIRST
 AE4877  ELLP ORDER  -  FOURTH    CLASS I
 AE4877
 AE4877.The horizontal coordinates were established by GPS observations
 AE4877.and adjusted by the National Geodetic Survey in December 1997..
 AE4877
 AE4877.The orthometric height was determined by GPS observations and a
 AE4877.high-resolution geoid model.
 AE4877
 AE4877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4877
 AE4877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4877
 AE4877.The ellipsoidal height was determined by GPS observations
 AE4877.and is referenced to NAD 83.
 AE4877
 AE4877.The geoid height was determined by GEOID03.
 AE4877
 AE4877;                    North         East     Units Scale Factor Converg.
 AE4877;SPC GA W     -   395,010.823   702,710.933   MT  0.99990009   +0 00 58.1
 AE4877;SPC GA W     - 1,295,964.68  2,305,477.45   sFT  0.99990009   +0 00 58.1
 AE4877;UTM  16      - 3,717,349.066   765,738.585   MT  1.00047069   +1 35 00.5
 AE4877
 AE4877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4877!SPC GA W     -   0.99996598  x   0.99990009  =   0.99986607
 AE4877!UTM  16      -   0.99996598  x   1.00047069  =   1.00043665
 AE4877
 AE4877                          SUPERSEDED SURVEY CONTROL
 AE4877
 AE4877.No superseded survey control is available for this station.
 AE4877
 AE4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6573917349(NAD 83)
 AE4877_MARKER: DD = SURVEY DISK
 AE4877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4877_STAMPING: A0011 1997
 AE4877_MARK LOGO: GA-151
 AE4877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4877+STABILITY: SURFACE MOTION
 AE4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4877+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4877
 AE4877  HISTORY     - Date     Condition        Report By
 AE4877  HISTORY     - 1997     MONUMENTED       MSI
 AE4877
 AE4877                          STATION DESCRIPTION
 AE4877
 AE4877'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4877'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) EAST-NORTHEAST OF
 AE4877'STOCKBRIDGE AND 2.1 KM (1.30 MI) NORTH OF WHITEHOUSE ALONG A ROAD
 AE4877'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 155
 AE4877'AND 138 PROCEED SOUTH ON STATE HWY 155 FOR 1.75 MI (2.82 KM) TO THE
 AE4877'STATION ON THE LEFT SOUTH OF THE JUNCTION WITH CAMP CREEK DRIVE THE
 AE4877'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4877'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4877'(0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE
 AE4877'STATION IS LOCATED 104 FT (31.7 M) SOUTHEAST OF A CONCRETE CULVERT, 31
 AE4877'FT (9.4 M) EAST OF THE CENTERLINE OF STATE HWY 155, AND 20.2 FT (6.2
 AE4877'M) NORTHWEST OF A GAS VALVE HENRY COUNTY AZIMUTH MARK A9011 IS 0.55 MI
 AE4877'(0.89 KM) FURTHER SOUTH ALONG STATE HWY 155 ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4878 ***********************************************************************
 AE4878  DESIGNATION -  A0012
 AE4878  PID         -  AE4878
 AE4878  STATE/COUNTY-  GA/HENRY
 AE4878  USGS QUAD   -  KELLEYTOWN (1982)
 AE4878
 AE4878                         *CURRENT SURVEY CONTROL
 AE4878  ___________________________________________________________________
 AE4878* NAD 83(1994)-  33 33 10.55390(N)    084 07 09.35075(W)     ADJUSTED  
 AE4878* NAVD 88     -       250.7    (meters)     823.     (feet)  GPS OBS   
 AE4878  ___________________________________________________________________
 AE4878  X           -     545,180.689 (meters)                     COMP
 AE4878  Y           -  -5,293,008.864 (meters)                     COMP
 AE4878  Z           -   3,505,350.880 (meters)                     COMP
 AE4878  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AE4878  ELLIP HEIGHT-         221.58  (meters)          (12/11/97) GPS OBS
 AE4878  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AE4878
 AE4878  HORZ ORDER  -  FIRST
 AE4878  ELLP ORDER  -  FOURTH    CLASS I
 AE4878
 AE4878.The horizontal coordinates were established by GPS observations
 AE4878.and adjusted by the National Geodetic Survey in December 1997..
 AE4878
 AE4878.The orthometric height was determined by GPS observations and a
 AE4878.high-resolution geoid model.
 AE4878
 AE4878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4878
 AE4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4878
 AE4878.The ellipsoidal height was determined by GPS observations
 AE4878.and is referenced to NAD 83.
 AE4878
 AE4878.The geoid height was determined by GEOID03.
 AE4878
 AE4878;                    North         East     Units Scale Factor Converg.
 AE4878;SPC GA W     -   393,921.566   704,401.645   MT  0.99990024   +0 01 34.3
 AE4878;SPC GA W     - 1,292,391.00  2,311,024.40   sFT  0.99990024   +0 01 34.3
 AE4878;UTM  16      - 3,716,305.854   767,459.444   MT  1.00048201   +1 35 35.3
 AE4878
 AE4878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4878!SPC GA W     -   0.99996521  x   0.99990024  =   0.99986546
 AE4878!UTM  16      -   0.99996521  x   1.00048201  =   1.00044721
 AE4878
 AE4878                          SUPERSEDED SURVEY CONTROL
 AE4878
 AE4878.No superseded survey control is available for this station.
 AE4878
 AE4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6745916306(NAD 83)
 AE4878_MARKER: DD = SURVEY DISK
 AE4878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4878_STAMPING: A0012 1997
 AE4878_MARK LOGO: GA-151
 AE4878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4878+STABILITY: SURFACE MOTION
 AE4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4878+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4878
 AE4878  HISTORY     - Date     Condition        Report By
 AE4878  HISTORY     - 1997     MONUMENTED       MSI
 AE4878
 AE4878                          STATION DESCRIPTION
 AE4878
 AE4878'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4878'THE STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) EAST-NORTHEAST OF
 AE4878'STOCKBRIDGE ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4878'JUNCTION OF STATE HWYS 155 AND 138 PROCEED SOUTHERLY ON STATE HWY 155
 AE4878'FOR 3.2 MI (5.1 KM) TO THE JUNCTION WITH KELLEYTOWN ROAD.  TURN LEFT
 AE4878'AND PROCEED EAST ON KELLEYTOWN ROAD FOR 1.35 MI (2.17 KM) TO THE
 AE4878'STATION ON THE LEFT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4878'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4878'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4878'WITH THE GROUND. THE STATION IS LOCATED 23.3 FT (7.1 M) NORTH OF THE
 AE4878'CENTERLINE OF KELLEYTOWN ROAD, 18.0 FT (5.5 M) SOUTH OF A POWER POLE,
 AE4878'17.5 FT (5.3 M) SOUTH OF A SOUTHERN BELL MARKER POST, AND 0.5 FT (15.2
 AE4878'CM) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9012
 AE4878'IS 0.35 MI (0.56 KM) FURTHER EAST ALONG KELLEYTOWN ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4879 ***********************************************************************
 AE4879  DESIGNATION -  A0013
 AE4879  PID         -  AE4879
 AE4879  STATE/COUNTY-  GA/HENRY
 AE4879  USGS QUAD   -  JONESBORO (1993)
 AE4879
 AE4879                         *CURRENT SURVEY CONTROL
 AE4879  ___________________________________________________________________
 AE4879* NAD 83(1994)-  33 30 31.64088(N)    084 16 39.98676(W)     ADJUSTED  
 AE4879* NAVD 88     -       251.0    (meters)     823.     (feet)  GPS OBS   
 AE4879  ___________________________________________________________________
 AE4879  X           -     530,805.083 (meters)                     COMP
 AE4879  Y           -  -5,297,188.178 (meters)                     COMP
 AE4879  Z           -   3,501,269.611 (meters)                     COMP
 AE4879  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AE4879  ELLIP HEIGHT-         221.83  (meters)          (12/11/97) GPS OBS
 AE4879  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AE4879
 AE4879  HORZ ORDER  -  FIRST
 AE4879  ELLP ORDER  -  FOURTH    CLASS I
 AE4879
 AE4879.The horizontal coordinates were established by GPS observations
 AE4879.and adjusted by the National Geodetic Survey in December 1997..
 AE4879
 AE4879.The orthometric height was determined by GPS observations and a
 AE4879.high-resolution geoid model.
 AE4879
 AE4879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4879
 AE4879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4879
 AE4879.The ellipsoidal height was determined by GPS observations
 AE4879.and is referenced to NAD 83.
 AE4879
 AE4879.The geoid height was determined by GEOID03.
 AE4879
 AE4879;                    North         East     Units Scale Factor Converg.
 AE4879;SPC GA W     -   389,030.556   689,677.688   MT  0.99990131   -0 03 40.8
 AE4879;SPC GA W     - 1,276,344.42  2,262,717.55   sFT  0.99990131   -0 03 40.8
 AE4879;UTM  16      - 3,711,011.468   752,866.852   MT  1.00038838   +1 30 13.1
 AE4879
 AE4879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4879!SPC GA W     -   0.99996518  x   0.99990131  =   0.99986649
 AE4879!UTM  16      -   0.99996518  x   1.00038838  =   1.00035354
 AE4879
 AE4879|---------------------------------------------------------------------|
 AE4879| PID    Reference Object                     Distance      Geod. Az  |
 AE4879|                                                           dddmmss.s |
 AE4879| AE4992 A9013                               394.541 METERS 09636     |
 AE4879|---------------------------------------------------------------------|
 AE4879
 AE4879                          SUPERSEDED SURVEY CONTROL
 AE4879
 AE4879.No superseded survey control is available for this station.
 AE4879
 AE4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5286711011(NAD 83)
 AE4879_MARKER: DD = SURVEY DISK
 AE4879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4879_STAMPING: A0013 1997
 AE4879_MARK LOGO: GA-151
 AE4879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4879+STABILITY: SURFACE MOTION
 AE4879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4879+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4879
 AE4879  HISTORY     - Date     Condition        Report By
 AE4879  HISTORY     - 1997     MONUMENTED       MSI
 AE4879
 AE4879                          STATION DESCRIPTION
 AE4879
 AE4879'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4879'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) SOUTH-SOUTHWEST OF
 AE4879'STOCKBRIDGE AND 7.2 KM (4.45 MI) EAST OF JONESBORO ALONG A ROAD RIGHT
 AE4879'OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 AE4879'JODECO ROAD PROCEED NORTHWEST ON JODECO ROAD FOR 4.25 MI (6.84 KM) TO
 AE4879'THE JUNCTION WITH BLACKHALL ROAD ON THE RIGHT AND LONGWOOD DRIVE ON
 AE4879'THE LEFT.  THE STATION IS ON THE LEFT IN THE SOUTHEAST QUADRANT OF THE
 AE4879'INTERSECTION OF JODECO ROAD AND LONGWOOD DRIVE THE STATION IS A HENRY
 AE4879'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4879'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4879'OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS LOCATED
 AE4879'106.8 FT (32.6 M) EAST OF THE CENTERLINE OF LONGWOOD DRIVE, 38.0 FT
 AE4879'(11.6 M) NORTHEAST OF THE EAST END OF A CONCRETE CULVERT UNDER
 AE4879'LONGWOOD DRIVE, 21.5 FT (6.6 M) SOUTH OF JODECO ROAD, AND 1 FT (0.3 M)
 AE4879'SOUTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9013 IS
 AE4879'0.25 MI (0.40 KM) EAST ALONG JODECO ROAD ON THE LEFT OPPOSITE DRIVEWAY
 AE4879'FOR NO 3621
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4880 ***********************************************************************
 AE4880  DESIGNATION -  A0014
 AE4880  PID         -  AE4880
 AE4880  STATE/COUNTY-  GA/HENRY
 AE4880  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4880
 AE4880                         *CURRENT SURVEY CONTROL
 AE4880  ___________________________________________________________________
 AE4880* NAD 83(1994)-  33 30 31.54126(N)    084 13 59.67150(W)     ADJUSTED  
 AE4880* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 AE4880  ___________________________________________________________________
 AE4880  X           -     534,921.510 (meters)                     COMP
 AE4880  Y           -  -5,296,768.605 (meters)                     COMP
 AE4880  Z           -   3,501,262.326 (meters)                     COMP
 AE4880  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE4880  ELLIP HEIGHT-         213.27  (meters)          (12/11/97) GPS OBS
 AE4880  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AE4880
 AE4880  HORZ ORDER  -  FIRST
 AE4880  ELLP ORDER  -  FOURTH    CLASS I
 AE4880
 AE4880.The horizontal coordinates were established by GPS observations
 AE4880.and adjusted by the National Geodetic Survey in December 1997..
 AE4880
 AE4880.The orthometric height was determined by GPS observations and a
 AE4880.high-resolution geoid model.
 AE4880
 AE4880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4880
 AE4880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4880
 AE4880.The ellipsoidal height was determined by GPS observations
 AE4880.and is referenced to NAD 83.
 AE4880
 AE4880.The geoid height was determined by GEOID03.
 AE4880
 AE4880;                    North         East     Units Scale Factor Converg.
 AE4880;SPC GA W     -   389,023.945   693,814.884   MT  0.99990047   -0 02 12.3
 AE4880;SPC GA W     - 1,276,322.73  2,276,291.00   sFT  0.99990047   -0 02 12.3
 AE4880;UTM  16      - 3,711,117.905   757,004.756   MT  1.00041440   +1 31 41.8
 AE4880
 AE4880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4880!SPC GA W     -   0.99996652  x   0.99990047  =   0.99986699
 AE4880!UTM  16      -   0.99996652  x   1.00041440  =   1.00038091
 AE4880
 AE4880                          SUPERSEDED SURVEY CONTROL
 AE4880
 AE4880.No superseded survey control is available for this station.
 AE4880
 AE4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5700511118(NAD 83)
 AE4880_MARKER: DD = SURVEY DISK
 AE4880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4880_STAMPING: A0014 1997
 AE4880_MARK LOGO: GA-151
 AE4880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4880+STABILITY: SURFACE MOTION
 AE4880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4880+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4880
 AE4880  HISTORY     - Date     Condition        Report By
 AE4880  HISTORY     - 1997     MONUMENTED       MSI
 AE4880  HISTORY     - 20060522 MARK NOT FOUND   INDIV
 AE4880
 AE4880                          STATION DESCRIPTION
 AE4880
 AE4880'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4880'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTH OF STOCKBRIDGE AND
 AE4880'10.8 KM (6.70 MI) EAST OF JONESBORO ALONG A ROAD RIGHT OF WAY TO REACH
 AE4880'THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND HUDSON BRIDGE ROAD
 AE4880'(INTERCHANGE 73 ON I-75) PROCEED NORTH ON THE ONRAMP TO NORTHBOUND
 AE4880'I-75 TO THE STATION IN THE GRASS ISLAND BETWEEN THE ONRAMP AND THE
 AE4880'NORTHBOUND LANES OF THE INTERSTATE THE STATION IS A HENRY COUNTY
 AE4880'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4880'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4880'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 248.0
 AE4880'FT (75.6 M) SOUTHEAST OF THE EDGE OF PAVEMENT AT THE SOUTHERNMOST
 AE4880'CORNER OF THE INTERSECTION OF THE ONRAMP WITH THE NORTHBOUND LANE OF
 AE4880'I-75, 29.5 FT (9.0 M) NORTHEAST OF THE EDGE OF THE NORTHBOUND LANE OF
 AE4880'I-75, AND 27.5 FT (8.4 M) SOUTHWEST OF THE EDGE OF THE ONRAMP HENRY
 AE4880'COUNTY AZIMUTH MARK A9014 IS 0.6 MI (1.0 KM) NORTHWEST ALONG I-75 ON
 AE4880'THE LEFT IN THE GRASS MEDIAN
 AE4880
 AE4880                          STATION RECOVERY (2006)
 AE4880
 AE4880'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4880'MARK NOT FOUND,NEW RAMP CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4881 ***********************************************************************
 AE4881  DESIGNATION -  A0015
 AE4881  PID         -  AE4881
 AE4881  STATE/COUNTY-  GA/HENRY
 AE4881  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4881
 AE4881                         *CURRENT SURVEY CONTROL
 AE4881  ___________________________________________________________________
 AE4881* NAD 83(1994)-  33 30 42.18894(N)    084 11 18.68726(W)     ADJUSTED  
 AE4881* NAVD 88     -       237.4    (meters)     779.     (feet)  GPS OBS   
 AE4881  ___________________________________________________________________
 AE4881  X           -     539,036.578 (meters)                     COMP
 AE4881  Y           -  -5,296,165.207 (meters)                     COMP
 AE4881  Z           -   3,501,533.124 (meters)                     COMP
 AE4881  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AE4881  ELLIP HEIGHT-         208.32  (meters)          (12/11/97) GPS OBS
 AE4881  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AE4881
 AE4881  HORZ ORDER  -  FIRST
 AE4881  ELLP ORDER  -  FOURTH    CLASS I
 AE4881
 AE4881.The horizontal coordinates were established by GPS observations
 AE4881.and adjusted by the National Geodetic Survey in December 1997..
 AE4881
 AE4881.The orthometric height was determined by GPS observations and a
 AE4881.high-resolution geoid model.
 AE4881
 AE4881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4881
 AE4881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4881
 AE4881.The ellipsoidal height was determined by GPS observations
 AE4881.and is referenced to NAD 83.
 AE4881
 AE4881.The geoid height was determined by GEOID03.
 AE4881
 AE4881;                    North         East     Units Scale Factor Converg.
 AE4881;SPC GA W     -   389,350.190   697,969.416   MT  0.99990005   -0 00 43.4
 AE4881;SPC GA W     - 1,277,393.08  2,289,921.33   sFT  0.99990005   -0 00 43.4
 AE4881;UTM  16      - 3,711,557.732   761,151.012   MT  1.00044089   +1 33 11.2
 AE4881
 AE4881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4881!SPC GA W     -   0.99996730  x   0.99990005  =   0.99986735
 AE4881!UTM  16      -   0.99996730  x   1.00044089  =   1.00040817
 AE4881
 AE4881:                Primary Azimuth Mark                     Grid Az
 AE4881:SPC GA W     -  A9015                                    043 29 13.3
 AE4881:UTM  16      -  A9015                                    041 55 18.7
 AE4881
 AE4881|---------------------------------------------------------------------|
 AE4881| PID    Reference Object                     Distance      Geod. Az  |
 AE4881|                                                           dddmmss.s |
 AE4881| AE4994 A9015                               APPROX. 0.5 KM 0432829.9 |
 AE4881|---------------------------------------------------------------------|
 AE4881
 AE4881                          SUPERSEDED SURVEY CONTROL
 AE4881
 AE4881.No superseded survey control is available for this station.
 AE4881
 AE4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6115111558(NAD 83)
 AE4881_MARKER: DD = SURVEY DISK
 AE4881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4881_STAMPING: A0015
 AE4881_MARK LOGO: GA-151
 AE4881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4881+STABILITY: SURFACE MOTION
 AE4881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4881+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4881
 AE4881  HISTORY     - Date     Condition        Report By
 AE4881  HISTORY     - 1997     MONUMENTED       MSI
 AE4881
 AE4881                          STATION DESCRIPTION
 AE4881
 AE4881'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4881'THE STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) SOUTHEAST OF STOCKBRIDGE
 AE4881'AND 3.1 KM (1.90 MI) NORTH OF FLIPPEN ALONG A ROAD RIGHT OF WAY TO
 AE4881'REACH THE STATION FROM THE JUNCTION OF US HWY 23 (STATE HWY 42) AND
 AE4881'STATE HWY 81/20 IN MCDONOUGH PROCEED NORTH ON US HWY 23 FOR 4.45 MI
 AE4881'(7.16 KM) TO THE JUNCTION WITH BRANNAN ROAD AND THE STATION ON THE
 AE4881'RIGHT IN THE WESTERN QUADRANT OF THE INTERSECTION THE STATION IS A
 AE4881'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4881'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4881'THE TOP OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS
 AE4881'LOCATED 54.7 FT (16.7 M) SOUTHEAST OF THE SOUTHERN CORNER OF THE
 AE4881'SOUTHWESTERNMOST OF TWO UTILITY BOXES ON THE NORTHWEST SIDE OF BRANNAN
 AE4881'ROAD, 39.0 FT (11.9 M) NORTH OF THE WESTERNMOST CORNER OF A BRICK SIGN
 AE4881'-ST ANDREWS AT ROCKPORT-, 29.6 FT (9.0 M) SOUTHEAST OF THE CENTERLINE
 AE4881'OF BRANNAN ROAD, AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS
 AE4881'POST HENRY COUNTY AZIMUTH MARK A9015 IS 0.3 MI (0.5 KM) EAST ALONG
 AE4881'BRANNAN ROAD ON THE LEFT IN FRONT OF HOUSE NO 1668
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4882 ***********************************************************************
 AE4882  DESIGNATION -  A0016
 AE4882  PID         -  AE4882
 AE4882  STATE/COUNTY-  GA/HENRY
 AE4882  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4882
 AE4882                         *CURRENT SURVEY CONTROL
 AE4882  ___________________________________________________________________
 AE4882* NAD 83(1994)-  33 31 54.94360(N)    084 10 09.88136(W)     ADJUSTED  
 AE4882* NAVD 88     -       231.8    (meters)     760.     (feet)  GPS OBS   
 AE4882  ___________________________________________________________________
 AE4882  X           -     540,677.012 (meters)                     COMP
 AE4882  Y           -  -5,294,748.919 (meters)                     COMP
 AE4882  Z           -   3,503,398.792 (meters)                     COMP
 AE4882  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AE4882  ELLIP HEIGHT-         202.71  (meters)          (12/11/97) GPS OBS
 AE4882  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AE4882
 AE4882  HORZ ORDER  -  FIRST
 AE4882  ELLP ORDER  -  FOURTH    CLASS I
 AE4882
 AE4882.The horizontal coordinates were established by GPS observations
 AE4882.and adjusted by the National Geodetic Survey in December 1997..
 AE4882
 AE4882.The orthometric height was determined by GPS observations and a
 AE4882.high-resolution geoid model.
 AE4882
 AE4882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4882
 AE4882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4882
 AE4882.The ellipsoidal height was determined by GPS observations
 AE4882.and is referenced to NAD 83.
 AE4882
 AE4882.The geoid height was determined by GEOID03.
 AE4882
 AE4882;                    North         East     Units Scale Factor Converg.
 AE4882;SPC GA W     -   391,591.282   699,745.063   MT  0.99990000   -0 00 05.5
 AE4882;SPC GA W     - 1,284,745.73  2,295,746.93   sFT  0.99990000   -0 00 05.5
 AE4882;UTM  16      - 3,713,847.751   762,865.704   MT  1.00045197   +1 33 52.3
 AE4882
 AE4882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4882!SPC GA W     -   0.99996818  x   0.99990000  =   0.99986818
 AE4882!UTM  16      -   0.99996818  x   1.00045197  =   1.00042013
 AE4882
 AE4882                          SUPERSEDED SURVEY CONTROL
 AE4882
 AE4882.No superseded survey control is available for this station.
 AE4882
 AE4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6286613848(NAD 83)
 AE4882_MARKER: DD = SURVEY DISK
 AE4882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4882_STAMPING: A0016 1997
 AE4882_MARK LOGO: GA-151
 AE4882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4882+STABILITY: SURFACE MOTION
 AE4882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4882+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4882
 AE4882  HISTORY     - Date     Condition        Report By
 AE4882  HISTORY     - 1997     MONUMENTED       MSI
 AE4882
 AE4882                          STATION DESCRIPTION
 AE4882
 AE4882'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4882'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST-SOUTHEAST OF
 AE4882'STOCKBRIDGE AND 10.2 KM (6.35 MI) NORTH-NORTHWEST OF MCDONOUGH ALONG A
 AE4882'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY
 AE4882'138 AND MILLERS MILL ROAD PROCEED SOUTHEAST AND EAST ON MILLERS MILL
 AE4882'ROAD FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT THE STATION IS
 AE4882'A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4882'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4882'THE TOP OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS
 AE4882'LOCATED 230 FT (70.1 M) EAST OF THE CENTERLINE OF A GRAVEL ROAD
 AE4882'LEADING SOUTH, 176.5 FT (53.8 M) WEST OF THE WEST END OF A CONCRETE
 AE4882'CULVERT, AND 21.7 FT (6.6 M) SOUTH OF THE CENTERLINE OF MILLERS MILL
 AE4882'ROAD HENRY COUNTY AZIMUTH MARK A9016 IS 0.4 MI (0.6 KM) WEST ALONG
 AE4882'MILLERS MILL ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4883 ***********************************************************************
 AE4883  DESIGNATION -  A0017
 AE4883  PID         -  AE4883
 AE4883  STATE/COUNTY-  GA/HENRY
 AE4883  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4883
 AE4883                         *CURRENT SURVEY CONTROL
 AE4883  ___________________________________________________________________
 AE4883* NAD 83(1994)-  33 30 40.62563(N)    084 08 18.96153(W)     ADJUSTED  
 AE4883* NAVD 88     -       249.9    (meters)     820.     (feet)  GPS OBS   
 AE4883  ___________________________________________________________________
 AE4883  X           -     543,654.891 (meters)                     COMP
 AE4883  Y           -  -5,295,730.379 (meters)                     COMP
 AE4883  Z           -   3,501,499.893 (meters)                     COMP
 AE4883  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AE4883  ELLIP HEIGHT-         220.87  (meters)          (12/11/97) GPS OBS
 AE4883  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AE4883
 AE4883  HORZ ORDER  -  FIRST
 AE4883  ELLP ORDER  -  FOURTH    CLASS I
 AE4883
 AE4883.The horizontal coordinates were established by GPS observations
 AE4883.and adjusted by the National Geodetic Survey in December 1997..
 AE4883
 AE4883.The orthometric height was determined by GPS observations and a
 AE4883.high-resolution geoid model.
 AE4883
 AE4883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4883
 AE4883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4883
 AE4883.The ellipsoidal height was determined by GPS observations
 AE4883.and is referenced to NAD 83.
 AE4883
 AE4883.The geoid height was determined by GEOID03.
 AE4883
 AE4883;                    North         East     Units Scale Factor Converg.
 AE4883;SPC GA W     -   389,302.169   702,607.387   MT  0.99990008   +0 00 55.8
 AE4883;SPC GA W     - 1,277,235.53  2,305,137.74   sFT  0.99990008   +0 00 55.8
 AE4883;UTM  16      - 3,711,636.456   765,791.144   MT  1.00047105   +1 34 50.6
 AE4883
 AE4883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4883!SPC GA W     -   0.99996533  x   0.99990008  =   0.99986541
 AE4883!UTM  16      -   0.99996533  x   1.00047105  =   1.00043636
 AE4883
 AE4883                          SUPERSEDED SURVEY CONTROL
 AE4883
 AE4883.No superseded survey control is available for this station.
 AE4883
 AE4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6579111636(NAD 83)
 AE4883_MARKER: DD = SURVEY DISK
 AE4883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4883_STAMPING: A0017 1997
 AE4883_MARK LOGO: GA-151
 AE4883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4883+STABILITY: SURFACE MOTION
 AE4883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4883+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4883
 AE4883  HISTORY     - Date     Condition        Report By
 AE4883  HISTORY     - 1997     MONUMENTED       MSI
 AE4883
 AE4883                          STATION DESCRIPTION
 AE4883
 AE4883'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4883'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHEAST OF STOCKBRIDGE
 AE4883'AND 8.1 KM (5.05 MI) NORTH OF MCDONOUGH ALONG A ROAD RIGHT OF WAY TO
 AE4883'REACH THE STATION FROM THE JUNCTION OF STATE HWYS 155 AND 138 PROCEED
 AE4883'SOUTH ON STATE HWY 155 FOR 5.35 MI (8.61 KM) TO THE JUNCTION WITH
 AE4883'CRUMBLEY ROAD AND THE STATION ON THE LEFT IN THE NORTHERN QUADRANT OF
 AE4883'THE INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4883'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4883'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4883'WITH THE GROUND. THE STATION IS LOCATED 32.6 FT (9.9 M) SOUTHWEST OF A
 AE4883'SOUTHERN BELL MARKER POST, 27.9 FT (8.5 M) EAST OF THE CENTERLINE OF
 AE4883'STATE HWY 155, 26.8 FT (8.2 M) NORTHWEST OF THE CENTERLINE OF CRUMBLEY
 AE4883'ROAD, AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST HENRY COUNTY
 AE4883'AZIMUTH MARK A9017 IS 0.4 MI (0.6 KM) SOUTHWEST ALONG STATE HWY 155 ON
 AE4883'THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4884 ***********************************************************************
 AE4884  DESIGNATION -  A0018
 AE4884  PID         -  AE4884
 AE4884  STATE/COUNTY-  GA/HENRY
 AE4884  USGS QUAD   -  KELLEYTOWN (1982)
 AE4884
 AE4884                         *CURRENT SURVEY CONTROL
 AE4884  ___________________________________________________________________
 AE4884* NAD 83(1994)-  33 30 26.32603(N)    084 06 55.76640(W)     ADJUSTED  
 AE4884* NAVD 88     -       247.8    (meters)     813.     (feet)  GPS OBS   
 AE4884  ___________________________________________________________________
 AE4884  X           -     545,815.594 (meters)                     COMP
 AE4884  Y           -  -5,295,750.901 (meters)                     COMP
 AE4884  Z           -   3,501,131.400 (meters)                     COMP
 AE4884  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AE4884  ELLIP HEIGHT-         218.80  (meters)          (12/11/97) GPS OBS
 AE4884  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AE4884
 AE4884  HORZ ORDER  -  FIRST
 AE4884  ELLP ORDER  -  FOURTH    CLASS I
 AE4884
 AE4884.The horizontal coordinates were established by GPS observations
 AE4884.and adjusted by the National Geodetic Survey in December 1997..
 AE4884
 AE4884.The orthometric height was determined by GPS observations and a
 AE4884.high-resolution geoid model.
 AE4884
 AE4884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4884
 AE4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4884
 AE4884.The ellipsoidal height was determined by GPS observations
 AE4884.and is referenced to NAD 83.
 AE4884
 AE4884.The geoid height was determined by GEOID03.
 AE4884
 AE4884;                    North         East     Units Scale Factor Converg.
 AE4884;SPC GA W     -   388,862.472   704,754.529   MT  0.99990028   +0 01 41.7
 AE4884;SPC GA W     - 1,275,792.96  2,312,182.15   sFT  0.99990028   +0 01 41.7
 AE4884;UTM  16      - 3,711,255.348   767,950.741   MT  1.00048526   +1 35 36.0
 AE4884
 AE4884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4884!SPC GA W     -   0.99996565  x   0.99990028  =   0.99986593
 AE4884!UTM  16      -   0.99996565  x   1.00048526  =   1.00045089
 AE4884
 AE4884                          SUPERSEDED SURVEY CONTROL
 AE4884
 AE4884.No superseded survey control is available for this station.
 AE4884
 AE4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6795111255(NAD 83)
 AE4884_MARKER: DD = SURVEY DISK
 AE4884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4884_STAMPING: A0018 1997
 AE4884_MARK LOGO: GA-151
 AE4884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4884+STABILITY: SURFACE MOTION
 AE4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4884+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4884
 AE4884  HISTORY     - Date     Condition        Report By
 AE4884  HISTORY     - 1997     MONUMENTED       MSI
 AE4884
 AE4884                          STATION DESCRIPTION
 AE4884
 AE4884'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4884'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) SOUTHEAST OF
 AE4884'STOCKBRIDGE AND 7.5 KM (4.65 MI) NORTHEAST OF MCDONOUGH ALONG A ROAD
 AE4884'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 155
 AE4884'AND 20 (LAWRENCEVILLE ST) IN MCDONOUGH PROCEED NORTH ON STATE HWY 155
 AE4884'FOR 4.0 MI (6.4 KM) TO THE JUNCTION WITH EAST LAKE ROAD.  TURN RIGHT
 AE4884'ON EAST LAKE ROAD AND PROCEED EAST ON EAST LAKE ROAD FOR 1.3 MI (2.1
 AE4884'KM) TO THE JUNCTION WITH ELLIOT ROAD AND THE STATION ON THE RIGHT IN
 AE4884'THE SOUTHEAST QUADRANT OF THE INTERSECTION OF EAST LAKE ROAD AND
 AE4884'ELLIOT ROAD SOUTH THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4884'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4884'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4884'WITH THE GROUND. THE STATION IS LOCATED 68.6 FT (20.9 M) WEST OF A
 AE4884'POWER POLE, 43.1 FT (13.1 M) EAST OF THE CENTERLINE OF ELLIOT ROAD
 AE4884'SOUTH, 18.1 FT (5.5 M) SOUTH OF THE CENTERLINE OF EAST LAKE ROAD, AND
 AE4884'1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH
 AE4884'MARK A9018 IS 0.4 MI (0.6 KM) FURTHER EAST ALONG EAST LAKE ROAD IN THE
 AE4884'GRASS APEX FORMED BY THE JUNCTION OF EAST LAKE ROAD AND ROWAN DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4885 ***********************************************************************
 AE4885  DESIGNATION -  A0019
 AE4885  PID         -  AE4885
 AE4885  STATE/COUNTY-  GA/HENRY
 AE4885  USGS QUAD   -  KELLEYTOWN (1982)
 AE4885
 AE4885                         *CURRENT SURVEY CONTROL
 AE4885  ___________________________________________________________________
 AE4885* NAD 83(1994)-  33 31 49.05314(N)    084 05 20.54521(W)     ADJUSTED  
 AE4885* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 AE4885  ___________________________________________________________________
 AE4885  X           -     548,114.186 (meters)                     COMP
 AE4885  Y           -  -5,294,087.138 (meters)                     COMP
 AE4885  Z           -   3,503,248.932 (meters)                     COMP
 AE4885  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AE4885  ELLIP HEIGHT-         205.29  (meters)          (12/11/97) GPS OBS
 AE4885  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AE4885
 AE4885  HORZ ORDER  -  FIRST
 AE4885  ELLP ORDER  -  FOURTH    CLASS I
 AE4885
 AE4885.The horizontal coordinates were established by GPS observations
 AE4885.and adjusted by the National Geodetic Survey in December 1997..
 AE4885
 AE4885.The orthometric height was determined by GPS observations and a
 AE4885.high-resolution geoid model.
 AE4885
 AE4885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4885
 AE4885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4885
 AE4885.The ellipsoidal height was determined by GPS observations
 AE4885.and is referenced to NAD 83.
 AE4885
 AE4885.The geoid height was determined by GEOID03.
 AE4885
 AE4885;                    North         East     Units Scale Factor Converg.
 AE4885;SPC GA W     -   391,412.513   707,210.002   MT  0.99990064   +0 02 34.4
 AE4885;SPC GA W     - 1,284,159.22  2,320,238.15   sFT  0.99990064   +0 02 34.4
 AE4885;UTM  16      - 3,713,873.074   770,337.043   MT  1.00050110   +1 36 32.1
 AE4885
 AE4885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4885!SPC GA W     -   0.99996777  x   0.99990064  =   0.99986842
 AE4885!UTM  16      -   0.99996777  x   1.00050110  =   1.00046886
 AE4885
 AE4885                          SUPERSEDED SURVEY CONTROL
 AE4885
 AE4885.No superseded survey control is available for this station.
 AE4885
 AE4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7033713873(NAD 83)
 AE4885_MARKER: DD = SURVEY DISK
 AE4885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4885_STAMPING: A0019 1997
 AE4885_MARK LOGO: GA-151
 AE4885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4885+STABILITY: SURFACE MOTION
 AE4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4885+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4885
 AE4885  HISTORY     - Date     Condition        Report By
 AE4885  HISTORY     - 1997     MONUMENTED       MSI
 AE4885
 AE4885                          STATION DESCRIPTION
 AE4885
 AE4885'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4885'THE STATION IS LOCATED ABOUT 11.1 KM (6.90 MI) NORTHEAST OF MCDONOUGH
 AE4885'AND 0.8 KM (0.50 MI) SOUTH OF KELLEYTOWN ALONG A ROAD RIGHT OF WAY TO
 AE4885'REACH THE STATION FROM THE JUNCTION OF STATE HWY 155 AND KELLEYTOWN
 AE4885'ROAD PROCEED EAST FOR 3.4 MI (5.5 KM) TO THE JUNCTION WITH AIRLINE
 AE4885'ROAD.  TURN RIGHT AND PROCEED SOUTH ON AIRLINE ROAD FOR 0.5 MI (0.8
 AE4885'KM) TO THE JUNCTION WITH VIRGINIA MEADOWS ROAD AND THE STATION ON THE
 AE4885'LEFT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION THE STATION IS A
 AE4885'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4885'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4885'THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS
 AE4885'LOCATED 97.5 FT (29.7 M) SOUTH OF THE CENTERLINE OF VIRGINIA MEADOWS
 AE4885'ROAD, 25.6 FT (7.8 M) EAST OF THE CENTERLINE OF AIRLINE ROAD, 5.4 FT
 AE4885'(1.6 M) WEST-NORTHWEST OF A POWER POLE, AND 1.0 FT (0.3 M) WEST OF A
 AE4885'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9019 IS 0.45 MI
 AE4885'(0.72 KM) NORTH ALONG AIRLINE ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4886 ***********************************************************************
 AE4886  DESIGNATION -  A0020
 AE4886  PID         -  AE4886
 AE4886  STATE/COUNTY-  GA/HENRY
 AE4886  USGS QUAD   -  KELLEYTOWN (1982)
 AE4886
 AE4886                         *CURRENT SURVEY CONTROL
 AE4886  ___________________________________________________________________
 AE4886* NAD 83(1994)-  33 31 24.28947(N)    084 03 23.77374(W)     ADJUSTED  
 AE4886* NAVD 88     -       213.7    (meters)     701.     (feet)  GPS OBS   
 AE4886  ___________________________________________________________________
 AE4886  X           -     551,153.071 (meters)                     COMP
 AE4886  Y           -  -5,294,178.115 (meters)                     COMP
 AE4886  Z           -   3,502,601.554 (meters)                     COMP
 AE4886  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AE4886  ELLIP HEIGHT-         184.76  (meters)          (12/11/97) GPS OBS
 AE4886  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AE4886
 AE4886  HORZ ORDER  -  FIRST
 AE4886  ELLP ORDER  -  FOURTH    CLASS I
 AE4886
 AE4886.The horizontal coordinates were established by GPS observations
 AE4886.and adjusted by the National Geodetic Survey in December 1997..
 AE4886
 AE4886.The orthometric height was determined by GPS observations and a
 AE4886.high-resolution geoid model.
 AE4886
 AE4886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4886
 AE4886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4886
 AE4886.The ellipsoidal height was determined by GPS observations
 AE4886.and is referenced to NAD 83.
 AE4886
 AE4886.The geoid height was determined by GEOID03.
 AE4886
 AE4886;                    North         East     Units Scale Factor Converg.
 AE4886;SPC GA W     -   390,652.360   710,223.546   MT  0.99990129   +0 03 38.8
 AE4886;SPC GA W     - 1,281,665.28  2,330,125.08   sFT  0.99990129   +0 03 38.8
 AE4886;UTM  16      - 3,713,195.143   773,372.085   MT  1.00052145   +1 37 35.7
 AE4886;UTM  17      - 3,713,499.580   216,109.750   MT  1.00059373   -1 41 21.2
 AE4886
 AE4886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4886!SPC GA W     -   0.99997099  x   0.99990129  =   0.99987229
 AE4886!UTM  16      -   0.99997099  x   1.00052145  =   1.00049243
 AE4886!UTM  17      -   0.99997099  x   1.00059373  =   1.00056471
 AE4886
 AE4886:                Primary Azimuth Mark                     Grid Az
 AE4886:SPC GA W     -  A9020                                    084 08 38.8
 AE4886:UTM  16      -  A9020                                    082 34 41.9
 AE4886:UTM  17      -  A9020                                    085 53 38.8
 AE4886
 AE4886|---------------------------------------------------------------------|
 AE4886| PID    Reference Object                     Distance      Geod. Az  |
 AE4886|                                                           dddmmss.s |
 AE4886| AE4999 A9020                               APPROX. 0.5 KM 0841217.6 |
 AE4886|---------------------------------------------------------------------|
 AE4886
 AE4886                          SUPERSEDED SURVEY CONTROL
 AE4886
 AE4886.No superseded survey control is available for this station.
 AE4886
 AE4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7337213195(NAD 83)
 AE4886_MARKER: DD = SURVEY DISK
 AE4886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4886_STAMPING: A0020 1997
 AE4886_MARK LOGO: GA-151
 AE4886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4886+STABILITY: SURFACE MOTION
 AE4886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4886+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4886
 AE4886  HISTORY     - Date     Condition        Report By
 AE4886  HISTORY     - 1997     MONUMENTED       MSI
 AE4886
 AE4886                          STATION DESCRIPTION
 AE4886
 AE4886'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4886'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) NORTHEAST OF MCDONOUGH
 AE4886'AND 3.3 KM (2.05 MI) SOUTHEAST OF KELLEYTOWN ALONG A ROAD RIGHT OF WAY
 AE4886'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 20 (LAWRENCEVILLE
 AE4886'ST) AND STATE HWY 155 NORTH IN MCDONOUGH PROCEED NORTHEAST FOR 7.15 MI
 AE4886'(11.51 KM) ON STATE HWY 20 TO THE JUNCTION WITH KELLEYTOWN ROAD.
 AE4886'CONTINUE NORTHEAST ON STATE HWY 20 FOR 0.1 MI (0.2 KM) TO THE STATION
 AE4886'ON THE LEFT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP
 AE4886'OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A
 AE4886'DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE
 AE4886'GROUND. THE STATION IS LOCATED 74.7 FT (22.8 M) WEST-SOUTHWEST OF A
 AE4886'POWER POLE, 30.0 FT (9.1 M) SOUTHEAST OF A FENCE LINE, 18.3 FT (5.6 M)
 AE4886'NORTH OF THE CENTERLINE OF STATE HWY 20, AND 1.0 FT (0.3 M) SOUTH OF A
 AE4886'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9020 IS 0.35 MI
 AE4886'(0.56 KM) FURTHER NORTHEAST ALONG STATE HWY 20 ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4887 ***********************************************************************
 AE4887  DESIGNATION -  A0021
 AE4887  PID         -  AE4887
 AE4887  STATE/COUNTY-  GA/HENRY
 AE4887  USGS QUAD   -  HAMPTON (1982)
 AE4887
 AE4887                         *CURRENT SURVEY CONTROL
 AE4887  ___________________________________________________________________
 AE4887* NAD 83(1994)-  33 29 59.43391(N)    084 15 26.42898(W)     ADJUSTED  
 AE4887* NAVD 88     -       249.2    (meters)     818.     (feet)  GPS OBS   
 AE4887  ___________________________________________________________________
 AE4887  X           -     532,748.791 (meters)                     COMP
 AE4887  Y           -  -5,297,542.157 (meters)                     COMP
 AE4887  Z           -   3,500,441.253 (meters)                     COMP
 AE4887  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AE4887  ELLIP HEIGHT-         220.15  (meters)          (12/11/97) GPS OBS
 AE4887  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AE4887
 AE4887  HORZ ORDER  -  FIRST
 AE4887  ELLP ORDER  -  FOURTH    CLASS I
 AE4887
 AE4887.The horizontal coordinates were established by GPS observations
 AE4887.and adjusted by the National Geodetic Survey in December 1997..
 AE4887
 AE4887.The orthometric height was determined by GPS observations and a
 AE4887.high-resolution geoid model.
 AE4887
 AE4887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4887
 AE4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4887
 AE4887.The ellipsoidal height was determined by GPS observations
 AE4887.and is referenced to NAD 83.
 AE4887
 AE4887.The geoid height was determined by GEOID03.
 AE4887
 AE4887;                    North         East     Units Scale Factor Converg.
 AE4887;SPC GA W     -   388,036.535   691,575.101   MT  0.99990087   -0 03 00.2
 AE4887;SPC GA W     - 1,273,083.20  2,268,942.64   sFT  0.99990087   -0 03 00.2
 AE4887;UTM  16      - 3,710,069.167   754,791.651   MT  1.00040044   +1 30 52.5
 AE4887
 AE4887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4887!SPC GA W     -   0.99996544  x   0.99990087  =   0.99986631
 AE4887!UTM  16      -   0.99996544  x   1.00040044  =   1.00036587
 AE4887
 AE4887                          SUPERSEDED SURVEY CONTROL
 AE4887
 AE4887.No superseded survey control is available for this station.
 AE4887
 AE4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5479210069(NAD 83)
 AE4887_MARKER: DD = SURVEY DISK
 AE4887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4887_STAMPING: A0021 1997
 AE4887_MARK LOGO: GA-151
 AE4887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4887+STABILITY: SURFACE MOTION
 AE4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4887+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4887
 AE4887  HISTORY     - Date     Condition        Report By
 AE4887  HISTORY     - 1997     MONUMENTED       MSI
 AE4887  HISTORY     - 20060522 MARK NOT FOUND   INDIV
 AE4887
 AE4887                          STATION DESCRIPTION
 AE4887
 AE4887'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4887'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) SOUTHWEST OF STOCKBRIDGE
 AE4887'AND 9.9 KM (6.15 MI) EAST-SOUTHEAST OF JONESBORO ALONG A ROAD RIGHT OF
 AE4887'WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND HUDSON
 AE4887'BRIDGE ROAD (INTERCHANGE 73 ON I-75) PROCEED SOUTHWEST ON HUDSON
 AE4887'BRIDGE ROAD FOR 1.05 MI (1.69 KM) TO THE JUNCTION WITH JODECO ROAD.
 AE4887'TURN RIGHT AND PROCEED WEST ON JODECO ROAD FOR 0.55 MI (0.89 KM) TO
 AE4887'THE JUNCTION WITH NOAHS ARK ROAD AND THE STATION ON THE LEFT IN THE
 AE4887'SOUTH QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY
 AE4887'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4887'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4887'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 79.0
 AE4887'FT (24.1 M) EAST OF A SOUTHERN BELL JUNCTION BOX, 62.5 FT (19.1 M)
 AE4887'SOUTH OF THE CENTERLINE OF JODECO ROAD, 15.0 FT (4.6 M) WEST OF A
 AE4887'MANHOLE, AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST HENRY
 AE4887'COUNTY AZIMUTH MARK A9021 IS 0.35 MI (0.56 KM) SOUTHWEST ALONG NOAHS
 AE4887'ARK ROAD ON THE LEFT
 AE4887
 AE4887                          STATION RECOVERY (2006)
 AE4887
 AE4887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4887'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4888 ***********************************************************************
 AE4888  DESIGNATION -  A0022
 AE4888  PID         -  AE4888
 AE4888  STATE/COUNTY-  GA/HENRY
 AE4888  USGS QUAD   -  MC DONOUGH (1981)
 AE4888
 AE4888                         *CURRENT SURVEY CONTROL
 AE4888  ___________________________________________________________________
 AE4888* NAD 83(1994)-  33 29 45.90356(N)    084 14 29.98098(W)     ADJUSTED  
 AE4888* NAVD 88     -       222.0    (meters)     728.     (feet)  GPS OBS   
 AE4888  ___________________________________________________________________
 AE4888  X           -     534,219.344 (meters)                     COMP
 AE4888  Y           -  -5,297,602.493 (meters)                     COMP
 AE4888  Z           -   3,500,078.597 (meters)                     COMP
 AE4888  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE4888  ELLIP HEIGHT-         192.93  (meters)          (12/11/97) GPS OBS
 AE4888  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AE4888
 AE4888  HORZ ORDER  -  FIRST
 AE4888  ELLP ORDER  -  FOURTH    CLASS I
 AE4888
 AE4888.The horizontal coordinates were established by GPS observations
 AE4888.and adjusted by the National Geodetic Survey in December 1997..
 AE4888
 AE4888.The orthometric height was determined by GPS observations and a
 AE4888.high-resolution geoid model.
 AE4888
 AE4888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4888
 AE4888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4888
 AE4888.The ellipsoidal height was determined by GPS observations
 AE4888.and is referenced to NAD 83.
 AE4888
 AE4888.The geoid height was determined by GEOID03.
 AE4888
 AE4888;                    North         East     Units Scale Factor Converg.
 AE4888;SPC GA W     -   387,618.554   693,031.683   MT  0.99990060   -0 02 29.0
 AE4888;SPC GA W     - 1,271,711.87  2,273,721.45   sFT  0.99990060   -0 02 29.0
 AE4888;UTM  16      - 3,709,690.921   756,259.842   MT  1.00040969   +1 31 23.2
 AE4888
 AE4888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4888!SPC GA W     -   0.99996971  x   0.99990060  =   0.99987032
 AE4888!UTM  16      -   0.99996971  x   1.00040969  =   1.00037939
 AE4888
 AE4888:                Primary Azimuth Mark                     Grid Az
 AE4888:SPC GA W     -  A9022                                    151 08 20.6
 AE4888:UTM  16      -  A9022                                    149 34 28.4
 AE4888
 AE4888|---------------------------------------------------------------------|
 AE4888| PID    Reference Object                     Distance      Geod. Az  |
 AE4888|                                                           dddmmss.s |
 AE4888| AE5001 A9022                               471.016 METERS 1510551.6 |
 AE4888|---------------------------------------------------------------------|
 AE4888
 AE4888                          SUPERSEDED SURVEY CONTROL
 AE4888
 AE4888.No superseded survey control is available for this station.
 AE4888
 AE4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5626009691(NAD 83)
 AE4888_MARKER: DD = SURVEY DISK
 AE4888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4888_STAMPING: A0022 1997
 AE4888_MARK LOGO: GA-151
 AE4888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4888+STABILITY: SURFACE MOTION
 AE4888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4888+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4888
 AE4888  HISTORY     - Date     Condition        Report By
 AE4888  HISTORY     - 1997     MONUMENTED       MSI
 AE4888  HISTORY     - 20060522 MARK NOT FOUND   INDIV
 AE4888
 AE4888                          STATION DESCRIPTION
 AE4888
 AE4888'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4888'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH OF STOCKBRIDGE AND
 AE4888'10.3 KM (6.40 MI) NORTHWEST OF MCDONOUGH ALONG A ROAD RIGHT OF WAY TO
 AE4888'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND JODECO ROAD
 AE4888'(INTERCHANGE 72 ON I-75) PROCEED WEST AND NORTHWEST ON JODECO ROAD FOR
 AE4888'1.8 MI (2.9 KM) TO THE STATION ON THE LEFT OPPOSITE THE ENTRANCE TO
 AE4888'PATES CREEK ELEMENTARY SCHOOL THE STATION IS A HENRY COUNTY SURVEY
 AE4888'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4888'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4888'IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 108.5 FT (33.1 M)
 AE4888'EAST OF A LIGHT POLE, 64.0 FT (19.5 M) SOUTHWEST OF THE CENTERLINE OF
 AE4888'JODECO ROAD, 43.7 FT (13.3 M) SOUTHWEST OF A MANHOLE, AND 1.0 FT (0.3
 AE4888'M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9022
 AE4888'IS 0.2 MI (0.3 KM) SOUTHEAST ALONG JODECO ROAD ON THE LEFT NORTH OF
 AE4888'THE ENTRANCE TO JODECO ROAD UNITED METHODIST CHURCH
 AE4888
 AE4888                          STATION RECOVERY (2006)
 AE4888
 AE4888'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4888'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4889 ***********************************************************************
 AE4889  DESIGNATION -  A0023
 AE4889  PID         -  AE4889
 AE4889  STATE/COUNTY-  GA/HENRY
 AE4889  USGS QUAD   -  MC DONOUGH (1981)
 AE4889
 AE4889                         *CURRENT SURVEY CONTROL
 AE4889  ___________________________________________________________________
 AE4889* NAD 83(1994)-  33 28 56.31026(N)    084 12 58.08279(W)     ADJUSTED  
 AE4889* NAVD 88     -       272.2    (meters)     893.     (feet)  GPS OBS   
 AE4889  ___________________________________________________________________
 AE4889  X           -     536,668.747 (meters)                     COMP
 AE4889  Y           -  -5,298,244.467 (meters)                     COMP
 AE4889  Z           -   3,498,832.001 (meters)                     COMP
 AE4889  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AE4889  ELLIP HEIGHT-         243.18  (meters)          (12/11/97) GPS OBS
 AE4889  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AE4889
 AE4889  HORZ ORDER  -  FIRST
 AE4889  ELLP ORDER  -  FOURTH    CLASS I
 AE4889
 AE4889.The horizontal coordinates were established by GPS observations
 AE4889.and adjusted by the National Geodetic Survey in December 1997..
 AE4889
 AE4889.The orthometric height was determined by GPS observations and a
 AE4889.high-resolution geoid model.
 AE4889
 AE4889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4889
 AE4889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4889
 AE4889.The ellipsoidal height was determined by GPS observations
 AE4889.and is referenced to NAD 83.
 AE4889
 AE4889.The geoid height was determined by GEOID03.
 AE4889
 AE4889;                    North         East     Units Scale Factor Converg.
 AE4889;SPC GA W     -   386,089.354   695,402.884   MT  0.99990026   -0 01 38.2
 AE4889;SPC GA W     - 1,266,694.82  2,281,500.96   sFT  0.99990026   -0 01 38.2
 AE4889;UTM  16      - 3,708,226.261   758,673.150   MT  1.00042502   +1 32 12.0
 AE4889
 AE4889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4889!SPC GA W     -   0.99996182  x   0.99990026  =   0.99986209
 AE4889!UTM  16      -   0.99996182  x   1.00042502  =   1.00038683
 AE4889
 AE4889                          SUPERSEDED SURVEY CONTROL
 AE4889
 AE4889.No superseded survey control is available for this station.
 AE4889
 AE4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5867308226(NAD 83)
 AE4889_MARKER: DD = SURVEY DISK
 AE4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4889_STAMPING: A0023 1997
 AE4889_MARK LOGO: GA-151
 AE4889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4889+STABILITY: SURFACE MOTION
 AE4889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4889+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4889
 AE4889  HISTORY     - Date     Condition        Report By
 AE4889  HISTORY     - 1997     MONUMENTED       MSI
 AE4889  HISTORY     - 20060522 GOOD             INDIV
 AE4889
 AE4889                          STATION DESCRIPTION
 AE4889
 AE4889'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4889'THE STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) SOUTH-SOUTHEAST OF
 AE4889'STOCKBRIDGE AND 7.6 KM (4.70 MI) NORTHWEST OF MCDONOUGH ALONG A ROAD
 AE4889'RIGHT OF WAY TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT
 AE4889'JUNCTION OF INTERSTATE 75 AND JODECO ROAD (INTERCHANGE 72 ON I-75)
 AE4889'PROCEED EAST ON JODECO ROAD FOR 0.1 MI (0.2 KM) TO THE EAST END OF THE
 AE4889'OVERPASS AND THE STATION ON THE LEFT AT THE NORTHEAST END OF THE
 AE4889'NORTHERN GUARDRAIL THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4889'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4889'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4889'WITH THE GROUND. THE STATION IS LOCATED 48.2 FT (14.7 M) WEST OF THE
 AE4889'APEX OF THE CURVE AT THE JUNCTION OF JODECO ROAD AND THE ONRAMP TO
 AE4889'NORTHBOUND I-75, 32.7 FT (10.0 M) NORTHWEST OF THE CENTERLINE OF
 AE4889'JODECO ROAD, AND 13.6 FT (4.1 M) NORTH OF A TRAFFIC SIGN HENRY COUNTY
 AE4889'AZIMUTH MARK A9023 IS 0.5 MI (0.8 KM) NORTHWEST ALONG I-75 SOUTHWEST
 AE4889'OF THE SOUTHBOUND LANES.  TO REACH THE MARK FROM INTERCHANGE 73
 AE4889'PROCEED SOUTH ON I-75 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT
 AE4889'EAST OF A BILLBOARD
 AE4889
 AE4889                          STATION RECOVERY (2006)
 AE4889
 AE4889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4889'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4890 ***********************************************************************
 AE4890  DESIGNATION -  A0024
 AE4890  PID         -  AE4890
 AE4890  STATE/COUNTY-  GA/HENRY
 AE4890  USGS QUAD   -  MC DONOUGH (1981)
 AE4890
 AE4890                         *CURRENT SURVEY CONTROL
 AE4890  ___________________________________________________________________
 AE4890* NAD 83(1994)-  33 28 56.98736(N)    084 10 04.15899(W)     ADJUSTED  
 AE4890* NAVD 88     -       255.5    (meters)     838.     (feet)  GPS OBS   
 AE4890  ___________________________________________________________________
 AE4890  X           -     541,133.491 (meters)                     COMP
 AE4890  Y           -  -5,297,764.821 (meters)                     COMP
 AE4890  Z           -   3,498,840.232 (meters)                     COMP
 AE4890  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE4890  ELLIP HEIGHT-         226.56  (meters)          (12/11/97) GPS OBS
 AE4890  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AE4890
 AE4890  HORZ ORDER  -  FIRST
 AE4890  ELLP ORDER  -  FOURTH    CLASS I
 AE4890
 AE4890.The horizontal coordinates were established by GPS observations
 AE4890.and adjusted by the National Geodetic Survey in December 1997..
 AE4890
 AE4890.The orthometric height was determined by GPS observations and a
 AE4890.high-resolution geoid model.
 AE4890
 AE4890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4890
 AE4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4890
 AE4890.The ellipsoidal height was determined by GPS observations
 AE4890.and is referenced to NAD 83.
 AE4890
 AE4890.The geoid height was determined by GEOID03.
 AE4890
 AE4890;                    North         East     Units Scale Factor Converg.
 AE4890;SPC GA W     -   386,109.118   699,892.638   MT  0.99990000   -0 00 02.3
 AE4890;SPC GA W     - 1,266,759.66  2,296,231.10   sFT  0.99990000   -0 00 02.3
 AE4890;UTM  16      - 3,708,368.635   763,163.113   MT  1.00045391   +1 33 48.1
 AE4890
 AE4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4890!SPC GA W     -   0.99996443  x   0.99990000  =   0.99986444
 AE4890!UTM  16      -   0.99996443  x   1.00045391  =   1.00041833
 AE4890
 AE4890                          SUPERSEDED SURVEY CONTROL
 AE4890
 AE4890.No superseded survey control is available for this station.
 AE4890
 AE4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6316308369(NAD 83)
 AE4890_MARKER: DD = SURVEY DISK
 AE4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4890_STAMPING: A0024 1997
 AE4890_MARK LOGO: GA-151
 AE4890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4890+STABILITY: SURFACE MOTION
 AE4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4890+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4890
 AE4890  HISTORY     - Date     Condition        Report By
 AE4890  HISTORY     - 1997     MONUMENTED       MSI
 AE4890
 AE4890                          STATION DESCRIPTION
 AE4890
 AE4890'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4890'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) NORTHWEST OF MCDONOUGH
 AE4890'AND 1.8 KM (1.10 MI) EAST OF FLIPPEN ALONG A ROAD RIGHT OF WAY TO
 AE4890'REACH THE STATION FROM THE JUNCTION STATE HWY 81 AND US HWY 23 (STATE
 AE4890'HWY 42) IN MCDONOUGH PROCEED NORTHWEST ON US HWY 23 FOR 2.6 MI (4.2
 AE4890'KM) TO THE JUNCTION WITH BRANNAN ROAD AND THE STATION ON THE RIGHT
 AE4890'SOUTH OF A PAVED DRIVEWAY THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4890'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4890'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4890'FLUSH WITH THE GROUND. THE STATION IS LOCATED 26.0 FT (7.9 M)
 AE4890'NORTHEAST OF THE CENTERLINE OF THE PASSING LANE OF US HWY 23, 26.0 FT
 AE4890'(7.9 M) SOUTHWEST OF THE SOUTHWEST END OF A METAL CULVERT UNDER A
 AE4890'DRIVE, 25.0 FT (7.6 M) WEST OF A FENCE CORNER, AND 1.0 FT (0.3 M)
 AE4890'NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9024 IS
 AE4890'0.5 MI (0.8 KM) FURTHER NORTHWEST ALONG US HWY 23 ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4891 ***********************************************************************
 AE4891  DESIGNATION -  A0025
 AE4891  PID         -  AE4891
 AE4891  STATE/COUNTY-  GA/HENRY
 AE4891  USGS QUAD   -  MC DONOUGH (1981)
 AE4891
 AE4891                         *CURRENT SURVEY CONTROL
 AE4891  ___________________________________________________________________
 AE4891* NAD 83(1994)-  33 29 40.00355(N)    084 08 27.59351(W)     ADJUSTED  
 AE4891* NAVD 88     -       254.1    (meters)     834.     (feet)  GPS OBS   
 AE4891  ___________________________________________________________________
 AE4891  X           -     543,538.874 (meters)                     COMP
 AE4891  Y           -  -5,296,782.236 (meters)                     COMP
 AE4891  Z           -   3,499,944.763 (meters)                     COMP
 AE4891  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AE4891  ELLIP HEIGHT-         225.11  (meters)          (12/11/97) GPS OBS
 AE4891  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AE4891
 AE4891  HORZ ORDER  -  FIRST
 AE4891  ELLP ORDER  -  FOURTH    CLASS I
 AE4891
 AE4891.The horizontal coordinates were established by GPS observations
 AE4891.and adjusted by the National Geodetic Survey in December 1997..
 AE4891
 AE4891.The orthometric height was determined by GPS observations and a
 AE4891.high-resolution geoid model.
 AE4891
 AE4891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4891
 AE4891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4891
 AE4891.The ellipsoidal height was determined by GPS observations
 AE4891.and is referenced to NAD 83.
 AE4891
 AE4891.The geoid height was determined by GEOID03.
 AE4891
 AE4891;                    North         East     Units Scale Factor Converg.
 AE4891;SPC GA W     -   387,434.575   702,385.093   MT  0.99990007   +0 00 51.0
 AE4891;SPC GA W     - 1,271,108.27  2,304,408.43   sFT  0.99990007   +0 00 51.0
 AE4891;UTM  16      - 3,709,762.419   765,619.836   MT  1.00046993   +1 34 43.3
 AE4891
 AE4891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4891!SPC GA W     -   0.99996466  x   0.99990007  =   0.99986473
 AE4891!UTM  16      -   0.99996466  x   1.00046993  =   1.00043457
 AE4891
 AE4891|---------------------------------------------------------------------|
 AE4891| PID    Reference Object                     Distance      Geod. Az  |
 AE4891|                                                           dddmmss.s |
 AE4891| AE5004 A9025                               341.738 METERS 25606     |
 AE4891|---------------------------------------------------------------------|
 AE4891
 AE4891                          SUPERSEDED SURVEY CONTROL
 AE4891
 AE4891.No superseded survey control is available for this station.
 AE4891
 AE4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6562009762(NAD 83)
 AE4891_MARKER: DD = SURVEY DISK
 AE4891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4891_STAMPING: A0025 1997
 AE4891_MARK LOGO: GA-151
 AE4891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4891+STABILITY: SURFACE MOTION
 AE4891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4891+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4891
 AE4891  HISTORY     - Date     Condition        Report By
 AE4891  HISTORY     - 1997     MONUMENTED       MSI
 AE4891
 AE4891                          STATION DESCRIPTION
 AE4891
 AE4891'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4891'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) SOUTHEAST OF STOCKBRIDGE
 AE4891'AND 5.3 KM (3.30 MI) NORTH OF MCDONOUGH ALONG A ROAD RIGHT OF WAY TO
 AE4891'REACH THE STATION FROM THE JUNCTION STATE HWY 138 EAST AND US HWY 23
 AE4891'SOUTH (STATE HWY 42) EAST OF STOCKBRIDGE PROCEED SOUTHEAST ON US HWY
 AE4891'23 FOR 3.6 MI (5.8 KM) TO THE JUNCTION WITH CAMPGROUND DRIVE. TURN
 AE4891'LEFT AND PROCEED EAST ON CAMPGROUND DRIVE FOR 1.8 MI (2.9 KM) TO THE
 AE4891'JUNCTION WITH STATE HWY 155.  TURN LEFT AND PROCEED NORTH ON STATE HWY
 AE4891'155 FOR 0.15 MI (0.24 KM) TO THE JUNCTION WITH THICKET TRAIL.  TURN
 AE4891'RIGHT AND PROCEED EAST ON THICKET TRAIL FOR 0.2 MI (0.3 KM) TO THE
 AE4891'STATION ON THE LEFT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4891'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4891'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4891'WITH THE GROUND. THE STATION IS LOCATED 35.1 FT (10.7 M) WEST OF THE
 AE4891'CENTERLINE OF DRIVE TO NO 147, 22.1 FT (6.7 M) WEST OF MAILBOX NO 147,
 AE4891'18.8 FT (5.7 M) NORTH OF THE CENTERLINE OF THICKET TRAIL, AND 7.1 FT
 AE4891'(2.2 M) SOUTHWEST OF A FIRE HYDRANT HENRY COUNTY AZIMUTH MARK A9025 IS
 AE4891'0.2 MI (0.3 KM) WEST ALONG THICKET TRAIL AT THE JUNCTION WITH STATE
 AE4891'HWY 155
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4892 ***********************************************************************
 AE4892  DESIGNATION -  A0026
 AE4892  PID         -  AE4892
 AE4892  STATE/COUNTY-  GA/HENRY
 AE4892  USGS QUAD   -  OLA (1982)
 AE4892
 AE4892                         *CURRENT SURVEY CONTROL
 AE4892  ___________________________________________________________________
 AE4892* NAD 83(1994)-  33 29 08.93497(N)    084 07 07.55853(W)     ADJUSTED  
 AE4892* NAVD 88     -       222.3    (meters)     729.     (feet)  GPS OBS   
 AE4892  ___________________________________________________________________
 AE4892  X           -     545,645.502 (meters)                     COMP
 AE4892  Y           -  -5,297,070.007 (meters)                     COMP
 AE4892  Z           -   3,499,128.932 (meters)                     COMP
 AE4892  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AE4892  ELLIP HEIGHT-         193.36  (meters)          (12/11/97) GPS OBS
 AE4892  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AE4892
 AE4892  HORZ ORDER  -  FIRST
 AE4892  ELLP ORDER  -  FOURTH    CLASS I
 AE4892
 AE4892.The horizontal coordinates were established by GPS observations
 AE4892.and adjusted by the National Geodetic Survey in December 1997..
 AE4892
 AE4892.The orthometric height was determined by GPS observations and a
 AE4892.high-resolution geoid model.
 AE4892
 AE4892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4892
 AE4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4892
 AE4892.The ellipsoidal height was determined by GPS observations
 AE4892.and is referenced to NAD 83.
 AE4892
 AE4892.The geoid height was determined by GEOID03.
 AE4892
 AE4892;                    North         East     Units Scale Factor Converg.
 AE4892;SPC GA W     -   386,478.204   704,451.309   MT  0.99990024   +0 01 35.1
 AE4892;SPC GA W     - 1,267,970.57  2,311,187.34   sFT  0.99990024   +0 01 35.1
 AE4892;UTM  16      - 3,708,862.293   767,712.596   MT  1.00048369   +1 35 26.2
 AE4892
 AE4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4892!SPC GA W     -   0.99996964  x   0.99990024  =   0.99986989
 AE4892!UTM  16      -   0.99996964  x   1.00048369  =   1.00045332
 AE4892
 AE4892:                Primary Azimuth Mark                     Grid Az
 AE4892:SPC GA W     -  A9026                                    179 36 23.7
 AE4892:UTM  16      -  A9026                                    178 02 32.6
 AE4892
 AE4892|---------------------------------------------------------------------|
 AE4892| PID    Reference Object                     Distance      Geod. Az  |
 AE4892|                                                           dddmmss.s |
 AE4892| AE5005 A9026                               APPROX. 0.5 KM 1793758.8 |
 AE4892|---------------------------------------------------------------------|
 AE4892
 AE4892                          SUPERSEDED SURVEY CONTROL
 AE4892
 AE4892.No superseded survey control is available for this station.
 AE4892
 AE4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6771308862(NAD 83)
 AE4892_MARKER: DD = SURVEY DISK
 AE4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4892_STAMPING: A0026 1997
 AE4892_MARK LOGO: GA-151
 AE4892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4892+STABILITY: SURFACE MOTION
 AE4892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4892+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4892
 AE4892  HISTORY     - Date     Condition        Report By
 AE4892  HISTORY     - 1997     MONUMENTED       MSI
 AE4892
 AE4892                          STATION DESCRIPTION
 AE4892
 AE4892'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4892'THE STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) SOUTH-SOUTHWEST OF
 AE4892'KELLEYTOWN AND 4.6 KM (2.85 MI) NORTHEAST OF MCDONOUGH ALONG A ROAD
 AE4892'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION STATE HWY 155
 AE4892'NORTH AND STATE HWY 20 (LAWRENCEVILLE ST) IN MCDONOUGH PROCEED
 AE4892'NORTHEAST ON STATE HWY 20 FOR 1.9 MI (3.1 KM) TO THE JUNCTION WITH
 AE4892'ELLIOTT ROAD.  TURN LEFT AND PROCEED NORTH ON ELLIOTT ROAD FOR 1.9 MI
 AE4892'(3.1 KM) TO THE STATION ON THE RIGHT THE STATION IS A HENRY COUNTY
 AE4892'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4892'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4892'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 24.0
 AE4892'FT (7.3 M) EAST OF THE CENTERLINE OF ELLIOTT ROAD, 20.8 FT (6.3 M)
 AE4892'NORTHWEST OF A CORNER FENCE POST, 11.1 FT (3.4 M) NORTHWEST OF THE
 AE4892'NORTH END OF A CONCRETE CULVERT, AND 1.0 FT (0.3 M) WEST OF A
 AE4892'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9026 IS 0.8 MI (1.3
 AE4892'KM) SOUTH ALONG ELLIOTT ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4893 ***********************************************************************
 AE4893  DESIGNATION -  A0027
 AE4893  PID         -  AE4893
 AE4893  STATE/COUNTY-  GA/HENRY
 AE4893  USGS QUAD   -  OLA (1982)
 AE4893
 AE4893                         *CURRENT SURVEY CONTROL
 AE4893  ___________________________________________________________________
 AE4893* NAD 83(1994)-  33 28 01.83449(N)    084 04 22.99527(W)     ADJUSTED  
 AE4893* NAVD 88     -       227.1    (meters)     745.     (feet)  GPS OBS   
 AE4893  ___________________________________________________________________
 AE4893  X           -     549,989.636 (meters)                     COMP
 AE4893  Y           -  -5,297,771.280 (meters)                     COMP
 AE4893  Z           -   3,497,407.191 (meters)                     COMP
 AE4893  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AE4893  ELLIP HEIGHT-         198.22  (meters)          (12/11/97) GPS OBS
 AE4893  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AE4893
 AE4893  HORZ ORDER  -  FIRST
 AE4893  ELLP ORDER  -  FOURTH    CLASS I
 AE4893
 AE4893.The horizontal coordinates were established by GPS observations
 AE4893.and adjusted by the National Geodetic Survey in December 1997..
 AE4893
 AE4893.The orthometric height was determined by GPS observations and a
 AE4893.high-resolution geoid model.
 AE4893
 AE4893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4893
 AE4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4893
 AE4893.The ellipsoidal height was determined by GPS observations
 AE4893.and is referenced to NAD 83.
 AE4893
 AE4893.The geoid height was determined by GEOID03.
 AE4893
 AE4893;                    North         East     Units Scale Factor Converg.
 AE4893;SPC GA W     -   384,413.995   708,701.118   MT  0.99990093   +0 03 05.8
 AE4893;SPC GA W     - 1,261,198.25  2,325,130.25   sFT  0.99990093   +0 03 05.8
 AE4893;UTM  16      - 3,706,913.668   772,019.728   MT  1.00051236   +1 36 54.3
 AE4893;UTM  17      - 3,707,306.254   214,396.464   MT  1.00060578   -1 41 44.9
 AE4893
 AE4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4893!SPC GA W     -   0.99996888  x   0.99990093  =   0.99986981
 AE4893!UTM  16      -   0.99996888  x   1.00051236  =   1.00048123
 AE4893!UTM  17      -   0.99996888  x   1.00060578  =   1.00057464
 AE4893
 AE4893                          SUPERSEDED SURVEY CONTROL
 AE4893
 AE4893.No superseded survey control is available for this station.
 AE4893
 AE4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7202006914(NAD 83)
 AE4893_MARKER: DD = SURVEY DISK
 AE4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4893_STAMPING: A0027 1997
 AE4893_MARK LOGO: GA-151
 AE4893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4893+STABILITY: SURFACE MOTION
 AE4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4893+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4893
 AE4893  HISTORY     - Date     Condition        Report By
 AE4893  HISTORY     - 1997     MONUMENTED       MSI
 AE4893
 AE4893                          STATION DESCRIPTION
 AE4893
 AE4893'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4893'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-NORTHEAST OF
 AE4893'MCDONOUGH AND 4.6 KM (2.85 MI) NORTHWEST OF OLA ALONG A ROAD RIGHT OF
 AE4893'WAY TO REACH THE STATION FROM THE JUNCTION STATE HWY 155 NORTH AND
 AE4893'STATE HWY 20 (LAWRENCEVILLE ST) IN MCDONOUGH PROCEED EAST ON STATE HWY
 AE4893'20 FOR 0.25 MI (0.40 KM) TO THE JUNCTION WITH MCGARITY ROAD.  TURN
 AE4893'RIGHT AND PROCEED EAST ON MCGARITY ROAD FOR 4.45 MI (7.16 KM) TO THE
 AE4893'STATION ON THE RIGHT JUST NORTH OF THE JUNCTION WITH MCGARITY DRIVE
 AE4893'THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN
 AE4893'DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3
 AE4893'FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4893'STATION IS LOCATED 124.0 FT (37.8 M) NORTHEAST OF THE NORTHERNMOST
 AE4893'CORNER OF A SIGN, 56.7 FT (17.3 M) SOUTHEAST OF AN IRON SURVEY POST,
 AE4893'16.3 FT (5.0 M) SOUTHEAST OF THE CENTERLINE OF MCGARITY ROAD, AND 1.0
 AE4893'FT (0.3 M) EAST OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4893'A9027 IS 0.4 MI (0.6 KM) FURTHER EAST ALONG MCGARITY ROAD ON THE RIGHT
 AE4893'SOUTH OF DRIVE TO NO 2495
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4894 ***********************************************************************
 AE4894  DESIGNATION -  A0028
 AE4894  PID         -  AE4894
 AE4894  STATE/COUNTY-  GA/HENRY
 AE4894  USGS QUAD   -  OLA (1982)
 AE4894
 AE4894                         *CURRENT SURVEY CONTROL
 AE4894  ___________________________________________________________________
 AE4894* NAD 83(1994)-  33 29 28.93144(N)    084 01 30.28575(W)     ADJUSTED  
 AE4894* NAVD 88     -       193.9    (meters)     636.     (feet)  GPS OBS   
 AE4894  ___________________________________________________________________
 AE4894  X           -     554,268.400 (meters)                     COMP
 AE4894  Y           -  -5,295,809.131 (meters)                     COMP
 AE4894  Z           -   3,499,627.124 (meters)                     COMP
 AE4894  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AE4894  ELLIP HEIGHT-         165.04  (meters)          (12/11/97) GPS OBS
 AE4894  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AE4894
 AE4894  HORZ ORDER  -  FIRST
 AE4894  ELLP ORDER  -  FOURTH    CLASS I
 AE4894
 AE4894.The horizontal coordinates were established by GPS observations
 AE4894.and adjusted by the National Geodetic Survey in December 1997..
 AE4894
 AE4894.The orthometric height was determined by GPS observations and a
 AE4894.high-resolution geoid model.
 AE4894
 AE4894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4894
 AE4894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4894
 AE4894.The ellipsoidal height was determined by GPS observations
 AE4894.and is referenced to NAD 83.
 AE4894
 AE4894.The geoid height was determined by GEOID03.
 AE4894
 AE4894;                    North         East     Units Scale Factor Converg.
 AE4894;SPC GA W     -   387,102.162   713,156.646   MT  0.99990213   +0 04 41.3
 AE4894;SPC GA W     - 1,270,017.68  2,339,748.10   sFT  0.99990213   +0 04 41.3
 AE4894;UTM  16      - 3,709,724.197   776,402.969   MT  1.00054200   +1 38 33.5
 AE4894;UTM  17      - 3,709,859.019   218,935.039   MT  1.00057405   -1 40 13.3
 AE4894
 AE4894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4894!SPC GA W     -   0.99997409  x   0.99990213  =   0.99987622
 AE4894!UTM  16      -   0.99997409  x   1.00054200  =   1.00051608
 AE4894!UTM  17      -   0.99997409  x   1.00057405  =   1.00054813
 AE4894
 AE4894|---------------------------------------------------------------------|
 AE4894| PID    Reference Object                     Distance      Geod. Az  |
 AE4894|                                                           dddmmss.s |
 AE4894| AE5007 A9028                               391.379 METERS 19748     |
 AE4894|---------------------------------------------------------------------|
 AE4894
 AE4894                          SUPERSEDED SURVEY CONTROL
 AE4894
 AE4894.No superseded survey control is available for this station.
 AE4894
 AE4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7640309724(NAD 83)
 AE4894_MARKER: DD = SURVEY DISK
 AE4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4894_STAMPING: A0028 1997
 AE4894_MARK LOGO: GA-151
 AE4894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4894+STABILITY: SURFACE MOTION
 AE4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4894+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4894
 AE4894  HISTORY     - Date     Condition        Report By
 AE4894  HISTORY     - 1997     MONUMENTED       MSI
 AE4894
 AE4894                          STATION DESCRIPTION
 AE4894
 AE4894'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4894'THE STATION IS LOCATED ABOUT 12.2 KM (7.60 MI) EAST-NORTHEAST OF
 AE4894'MCDONOUGH AND 6.2 KM (3.85 MI) NORTH-NORTHEAST OF OLA ALONG A ROAD
 AE4894'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81
 AE4894'EAST AND STATE HWY 20 NORTH JUST EAST OF MCDONOUGH PROCEED EAST ON
 AE4894'STATE HWY 81 FOR 5.95 MI (9.58 KM) TO THE JUNCTION WITH NORTH OLA
 AE4894'ROAD.  TURN LEFT AND PROCEED NORTH ON NORTH OLA ROAD FOR 2.9 MI (4.7
 AE4894'KM) TO THE JUNCTION WITH BUTLER BRIDGE ROAD.  TURN RIGHT AND PROCEED
 AE4894'EAST THEN NORTH-NORTHEAST ON BUTLER BRIDGE ROAD FOR 1.3 MI (2.1 KM) TO
 AE4894'THE STATION ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4894'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4894'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4894'WITH THE GROUND. THE STATION IS LOCATED 155 FT (47.2 M) NORTHEAST OF A
 AE4894'CONCRETE POWER POLE, 17.5 FT (5.3 M) EAST OF THE CENTERLINE OF BUTLER
 AE4894'BRIDGE ROAD, 4.5 FT (1.4 M) NORTH OF A METAL FENCE POST, AND 1.0 FT
 AE4894'(0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4894'A9028 IS 0.25 MI (0.40 KM) SOUTH-SOUTHWEST ALONG BUTLER BRIDGE ROAD ON
 AE4894'THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4895 ***********************************************************************
 AE4895  DESIGNATION -  A0029
 AE4895  PID         -  AE4895
 AE4895  STATE/COUNTY-  GA/HENRY
 AE4895  USGS QUAD   -  OLA (1982)
 AE4895
 AE4895                         *CURRENT SURVEY CONTROL
 AE4895  ___________________________________________________________________
 AE4895* NAD 83(1994)-  33 28 05.61823(N)    084 00 06.65415(W)     ADJUSTED  
 AE4895* NAVD 88     -       219.1    (meters)     719.     (feet)  GPS OBS   
 AE4895  ___________________________________________________________________
 AE4895  X           -     556,565.742 (meters)                     COMP
 AE4895  Y           -  -5,297,013.109 (meters)                     COMP
 AE4895  Z           -   3,497,500.034 (meters)                     COMP
 AE4895  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AE4895  ELLIP HEIGHT-         190.23  (meters)          (12/11/97) GPS OBS
 AE4895  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AE4895
 AE4895  HORZ ORDER  -  FIRST
 AE4895  ELLP ORDER  -  FOURTH    CLASS I
 AE4895
 AE4895.The horizontal coordinates were established by GPS observations
 AE4895.and adjusted by the National Geodetic Survey in December 1997..
 AE4895
 AE4895.The orthometric height was determined by GPS observations and a
 AE4895.high-resolution geoid model.
 AE4895
 AE4895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4895
 AE4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4895
 AE4895.The ellipsoidal height was determined by GPS observations
 AE4895.and is referenced to NAD 83.
 AE4895
 AE4895.The geoid height was determined by GEOID03.
 AE4895
 AE4895;                    North         East     Units Scale Factor Converg.
 AE4895;SPC GA W     -   384,538.788   715,319.404   MT  0.99990289   +0 05 27.2
 AE4895;SPC GA W     - 1,261,607.67  2,346,843.74   sFT  0.99990289   +0 05 27.2
 AE4895;UTM  16      - 3,707,219.189   778,636.330   MT  1.00055729   +1 39 16.1
 AE4895;UTM  17      - 3,707,229.122   221,019.984   MT  1.00055966   -1 39 23.4
 AE4895
 AE4895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4895!SPC GA W     -   0.99997014  x   0.99990289  =   0.99987303
 AE4895!UTM  16      -   0.99997014  x   1.00055729  =   1.00052741
 AE4895!UTM  17      -   0.99997014  x   1.00055966  =   1.00052978
 AE4895
 AE4895                          SUPERSEDED SURVEY CONTROL
 AE4895
 AE4895.No superseded survey control is available for this station.
 AE4895
 AE4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7863607219(NAD 83)
 AE4895_MARKER: DD = SURVEY DISK
 AE4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4895_STAMPING: A0029 1997
 AE4895_MARK LOGO: GA-151
 AE4895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4895+STABILITY: SURFACE MOTION
 AE4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4895+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4895
 AE4895  HISTORY     - Date     Condition        Report By
 AE4895  HISTORY     - 1997     MONUMENTED       MSI
 AE4895
 AE4895                          STATION DESCRIPTION
 AE4895
 AE4895'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4895'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHEAST OF OLA AND 4.8
 AE4895'KM (3.00 MI) WEST-SOUTHWEST OF SNAPPING SHOALS ALONG A ROAD RIGHT OF
 AE4895'WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND
 AE4895'STATE HWY 20 NORTH JUST EAST OF MCDONOUGH PROCEED EAST ON STATE HWY 81
 AE4895'FOR 9.7 MI (15.6 KM) TO THE JUNCTION WITH SNAPPING SHOALS ROAD.  TURN
 AE4895'LEFT AND PROCEED WEST ON SNAPPING SHOALS ROAD FOR 1.7 MI (2.7 KM) TO
 AE4895'THE JUNCTION WITH MT BETHEL ROAD AND THE STATION ON THE LEFT IN THE
 AE4895'SOUTHEAST QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY
 AE4895'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4895'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4895'OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS LOCATED
 AE4895'57.0 FT (17.4 M) WEST OF THE WEST END OF A CONCRETE CULVERT, 30.0 FT
 AE4895'(9.1 M) EAST OF THE CENTERLINE OF MT BETHEL ROAD, AND 28.5 FT (8.7 M)
 AE4895'SOUTH OF THE CENTERLINE OF SNAPPING SHOALS ROAD HENRY COUNTY AZIMUTH
 AE4895'MARK A9029 IS 0.25 MI (0.40 KM) EAST ALONG SNAPPING SHOALS ROAD ON THE
 AE4895'LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4896 ***********************************************************************
 AE4896  DESIGNATION -  A0030
 AE4896  PID         -  AE4896
 AE4896  STATE/COUNTY-  GA/HENRY
 AE4896  USGS QUAD   -  WORTHVILLE (1985)
 AE4896
 AE4896                         *CURRENT SURVEY CONTROL
 AE4896  ___________________________________________________________________
 AE4896* NAD 83(1994)-  33 27 45.84347(N)    083 58 07.05582(W)     ADJUSTED  
 AE4896* NAVD 88     -       214.4    (meters)     703.     (feet)  GPS OBS   
 AE4896  ___________________________________________________________________
 AE4896  X           -     559,671.907 (meters)                     COMP
 AE4896  Y           -  -5,297,019.789 (meters)                     COMP
 AE4896  Z           -   3,496,989.235 (meters)                     COMP
 AE4896  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AE4896  ELLIP HEIGHT-         185.62  (meters)          (12/11/97) GPS OBS
 AE4896  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AE4896
 AE4896  HORZ ORDER  -  FIRST
 AE4896  ELLP ORDER  -  FOURTH    CLASS I
 AE4896
 AE4896.The horizontal coordinates were established by GPS observations
 AE4896.and adjusted by the National Geodetic Survey in December 1997..
 AE4896
 AE4896.The orthometric height was determined by GPS observations and a
 AE4896.high-resolution geoid model.
 AE4896
 AE4896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4896
 AE4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4896
 AE4896.The ellipsoidal height was determined by GPS observations
 AE4896.and is referenced to NAD 83.
 AE4896
 AE4896.The geoid height was determined by GEOID03.
 AE4896
 AE4896;                    North         East     Units Scale Factor Converg.
 AE4896;SPC GA W     -   383,934.997   718,408.440   MT  0.99990418   +0 06 33.1
 AE4896;SPC GA W     - 1,259,626.74  2,356,978.36   sFT  0.99990418   +0 06 33.1
 AE4896;UTM  17      - 3,706,530.974   224,091.156   MT  1.00053864   -1 38 16.5
 AE4896;UTM  16      - 3,706,699.560   781,742.754   MT  1.00057876   +1 40 21.3
 AE4896
 AE4896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4896!SPC GA W     -   0.99997086  x   0.99990418  =   0.99987504
 AE4896!UTM  17      -   0.99997086  x   1.00053864  =   1.00050948
 AE4896!UTM  16      -   0.99997086  x   1.00057876  =   1.00054960
 AE4896
 AE4896:                Primary Azimuth Mark                     Grid Az
 AE4896:SPC GA W     -  A9030                                    271 04 42.6
 AE4896:UTM  17      -  A9030                                    272 49 32.2
 AE4896:UTM  16      -  A9030                                    269 30 54.4
 AE4896
 AE4896|---------------------------------------------------------------------|
 AE4896| PID    Reference Object                     Distance      Geod. Az  |
 AE4896|                                                           dddmmss.s |
 AE4896| AE5009 A9030                               447.350 METERS 2711115.7 |
 AE4896|---------------------------------------------------------------------|
 AE4896
 AE4896                          SUPERSEDED SURVEY CONTROL
 AE4896
 AE4896.No superseded survey control is available for this station.
 AE4896
 AE4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2409106531(NAD 83)
 AE4896_MARKER: DD = SURVEY DISK
 AE4896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4896_STAMPING: A0030 1997
 AE4896_MARK LOGO: GA-151
 AE4896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4896+STABILITY: SURFACE MOTION
 AE4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4896+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2000
 AE4896
 AE4896  HISTORY     - Date     Condition        Report By
 AE4896  HISTORY     - 1997     MONUMENTED       MSI
 AE4896  HISTORY     - 20001101 GOOD             GADT
 AE4896
 AE4896                          STATION DESCRIPTION
 AE4896
 AE4896'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4896'THE STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) EAST-NORTHEAST OF OLA
 AE4896'AND 3.0 KM (1.85 MI) SOUTH-SOUTHWEST OF SNAPPING SHOALS ALONG A ROAD
 AE4896'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81
 AE4896'EAST AND STATE HWY 20 NORTH JUST EAST OF MCDONOUGH PROCEED EAST ON
 AE4896'STATE HWY 81 FOR 9.7 MI (15.6 KM) TO THE JUNCTION WITH SNAPPING SHOALS
 AE4896'ROAD AND THE STATION ON THE RIGHT IN A GRASS MEDIAN AT THE SOUTHEAST
 AE4896'QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4896'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4896'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4896'0.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED 19.6 FT (6.0 M)
 AE4896'SOUTHEAST OF THE CENTERLINE OF STATE HWY 81, 15.5 FT (4.7 M) NORTHEAST
 AE4896'OF THE WEST END OF THE GRASS MEDIAN, 7.0 FT (2.1 M) SOUTHWEST OF THE
 AE4896'EAST END OF THE GRASS MEDIAN, AND 1.0 FT (0.3 M) NORTHWEST OF A
 AE4896'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9030 IS 0.25 MI
 AE4896'(0.40 KM) WEST ALONG SNAPPING SHOALS ROAD ON THE RIGHT
 AE4896
 AE4896                          STATION RECOVERY (2000)
 AE4896
 AE4896'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 AE4896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4897 ***********************************************************************
 AE4897  DESIGNATION -  A0031
 AE4897  PID         -  AE4897
 AE4897  STATE/COUNTY-  GA/HENRY
 AE4897  USGS QUAD   -  HAMPTON (1982)
 AE4897
 AE4897                         *CURRENT SURVEY CONTROL
 AE4897  ___________________________________________________________________
 AE4897* NAD 83(1994)-  33 28 05.59974(N)    084 15 50.43487(W)     ADJUSTED  
 AE4897* NAVD 88     -       268.0    (meters)     879.     (feet)  GPS OBS   
 AE4897  ___________________________________________________________________
 AE4897  X           -     532,327.195 (meters)                     COMP
 AE4897  Y           -  -5,299,544.996 (meters)                     COMP
 AE4897  Z           -   3,497,526.415 (meters)                     COMP
 AE4897  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AE4897  ELLIP HEIGHT-         238.93  (meters)          (12/11/97) GPS OBS
 AE4897  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AE4897
 AE4897  HORZ ORDER  -  FIRST
 AE4897  ELLP ORDER  -  FOURTH    CLASS I
 AE4897
 AE4897.The horizontal coordinates were established by GPS observations
 AE4897.and adjusted by the National Geodetic Survey in December 1997..
 AE4897
 AE4897.The orthometric height was determined by GPS observations and a
 AE4897.high-resolution geoid model.
 AE4897
 AE4897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4897
 AE4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4897
 AE4897.The ellipsoidal height was determined by GPS observations
 AE4897.and is referenced to NAD 83.
 AE4897
 AE4897.The geoid height was determined by GEOID03.
 AE4897
 AE4897;                    North         East     Units Scale Factor Converg.
 AE4897;SPC GA W     -   384,530.306   690,952.238   MT  0.99990101   -0 03 13.3
 AE4897;SPC GA W     - 1,261,579.85  2,266,899.13   sFT  0.99990101   -0 03 13.3
 AE4897;UTM  16      - 3,706,545.491   754,264.454   MT  1.00039713   +1 30 34.7
 AE4897
 AE4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4897!SPC GA W     -   0.99996249  x   0.99990101  =   0.99986350
 AE4897!UTM  16      -   0.99996249  x   1.00039713  =   1.00035961
 AE4897
 AE4897                          SUPERSEDED SURVEY CONTROL
 AE4897
 AE4897.No superseded survey control is available for this station.
 AE4897
 AE4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5426406545(NAD 83)
 AE4897_MARKER: DD = SURVEY DISK
 AE4897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4897_STAMPING: A0031 1997
 AE4897_MARK LOGO: GA-151
 AE4897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4897+STABILITY: SURFACE MOTION
 AE4897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4897+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4897
 AE4897  HISTORY     - Date     Condition        Report By
 AE4897  HISTORY     - 1997     MONUMENTED       MSI
 AE4897
 AE4897                          STATION DESCRIPTION
 AE4897
 AE4897'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4897'THE STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) EAST-SOUTHEAST OF
 AE4897'JONESBORO AND 8.6 KM (5.35 MI) SOUTH-SOUTHWEST OF STOCKBRIDGE ALONG A
 AE4897'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE4897'75 AND JONESBORO ROAD (INTERCHANGE 71 ON I-75) PROCEED WEST ON
 AE4897'JONESBORO ROAD FOR 3.05 MI (4.91 KM) TO THE STATION ON THE RIGHT THE
 AE4897'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4897'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4897'(0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4897'STATION IS LOCATED 71.0 FT (21.6 M) EAST OF A WATER METER, 20.5 FT
 AE4897'(6.2 M) NORTH OF THE CENTERLINE OF JONESBORO ROAD, 20.5 FT (6.2 M)
 AE4897'SOUTH OF A FENCE LINE, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS
 AE4897'POST HENRY COUNTY AZIMUTH MARK A9031 IS 0.35 MI (0.56 KM) FURTHER WEST
 AE4897'ALONG JONESBORO ROAD ON THE RIGHT OPPOSITE HOUSE NO 3539
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4898 ***********************************************************************
 AE4898  DESIGNATION -  A0032
 AE4898  PID         -  AE4898
 AE4898  STATE/COUNTY-  GA/HENRY
 AE4898  USGS QUAD   -  MC DONOUGH (1981)
 AE4898
 AE4898                         *CURRENT SURVEY CONTROL
 AE4898  ___________________________________________________________________
 AE4898* NAD 83(1994)-  33 27 52.45390(N)    084 13 17.95397(W)     ADJUSTED  
 AE4898* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 AE4898  ___________________________________________________________________
 AE4898  X           -     536,266.383 (meters)                     COMP
 AE4898  Y           -  -5,299,364.009 (meters)                     COMP
 AE4898  Z           -   3,497,183.068 (meters)                     COMP
 AE4898  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AE4898  ELLIP HEIGHT-         229.01  (meters)          (12/11/97) GPS OBS
 AE4898  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AE4898
 AE4898  HORZ ORDER  -  FIRST
 AE4898  ELLP ORDER  -  FOURTH    CLASS I
 AE4898
 AE4898.The horizontal coordinates were established by GPS observations
 AE4898.and adjusted by the National Geodetic Survey in December 1997..
 AE4898
 AE4898.The orthometric height was determined by GPS observations and a
 AE4898.high-resolution geoid model.
 AE4898
 AE4898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4898
 AE4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4898
 AE4898.The ellipsoidal height was determined by GPS observations
 AE4898.and is referenced to NAD 83.
 AE4898
 AE4898.The geoid height was determined by GEOID03.
 AE4898
 AE4898;                    North         East     Units Scale Factor Converg.
 AE4898;SPC GA W     -   384,122.448   694,888.879   MT  0.99990032   -0 01 49.2
 AE4898;SPC GA W     - 1,260,241.73  2,279,814.60   sFT  0.99990032   -0 01 49.2
 AE4898;UTM  16      - 3,706,245.027   758,212.764   MT  1.00042208   +1 31 58.4
 AE4898
 AE4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4898!SPC GA W     -   0.99996405  x   0.99990032  =   0.99986437
 AE4898!UTM  16      -   0.99996405  x   1.00042208  =   1.00038611
 AE4898
 AE4898                          SUPERSEDED SURVEY CONTROL
 AE4898
 AE4898.No superseded survey control is available for this station.
 AE4898
 AE4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5821306245(NAD 83)
 AE4898_MARKER: DD = SURVEY DISK
 AE4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4898_STAMPING: A0032 1997
 AE4898_MARK LOGO: GA-151
 AE4898_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4898+STABILITY: SURFACE MOTION
 AE4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4898+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4898
 AE4898  HISTORY     - Date     Condition        Report By
 AE4898  HISTORY     - 1997     MONUMENTED       MSI
 AE4898  HISTORY     - 20060522 GOOD             INDIV
 AE4898
 AE4898                          STATION DESCRIPTION
 AE4898
 AE4898'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4898'THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) SOUTH OF STOCKBRIDGE AND
 AE4898'7.2 KM (4.45 MI) WEST-NORTHWEST OF MCDONOUGH ALONG A ROAD RIGHT OF WAY
 AE4898'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND JONESBORO
 AE4898'ROAD (INTERCHANGE 71 ON I-75) PROCEED WEST ON JONESBORO ROAD FOR 0.7
 AE4898'MI (1.1 KM) TO THE STATION ON THE RIGHT JUST WEST OF THE JUNCTION WITH
 AE4898'MT OLIVE ROAD THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE
 AE4898'TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET
 AE4898'TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH
 AE4898'THE GROUND. THE STATION IS LOCATED 165 FT (50.3 M) EAST OF THE EAST
 AE4898'END OF A CONCRETE CULVERT, 94.0 FT (28.7 M) WEST OF THE CENTERLINE OF
 AE4898'MOUNT OLIVE ROAD, 36.0 FT (11.0 M) NORTH OF THE CENTERLINE OF
 AE4898'JONESBORO ROAD, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST
 AE4898'HENRY COUNTY AZIMUTH MARK A9032 IS 0.5 MI (0.8 KM) FURTHER WEST ALONG
 AE4898'JONESBORO ROAD ON THE LEFT IN THE SOUTHEAST QUADRANT OF THE
 AE4898'INTERSECTION WITH CHAMBERS ROAD
 AE4898
 AE4898                          STATION RECOVERY (2006)
 AE4898
 AE4898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4898'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4899 ***********************************************************************
 AE4899  DESIGNATION -  A0033
 AE4899  PID         -  AE4899
 AE4899  STATE/COUNTY-  GA/HENRY
 AE4899  USGS QUAD   -  MC DONOUGH (1981)
 AE4899
 AE4899                         *CURRENT SURVEY CONTROL
 AE4899  ___________________________________________________________________
 AE4899* NAD 83(1994)-  33 27 15.31352(N)    084 10 07.09360(W)     ADJUSTED  
 AE4899* NAVD 88     -       237.6    (meters)     780.     (feet)  GPS OBS   
 AE4899  ___________________________________________________________________
 AE4899  X           -     541,232.123 (meters)                     COMP
 AE4899  Y           -  -5,299,476.299 (meters)                     COMP
 AE4899  Z           -   3,496,217.202 (meters)                     COMP
 AE4899  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AE4899  ELLIP HEIGHT-         208.69  (meters)          (12/11/97) GPS OBS
 AE4899  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE4899
 AE4899  HORZ ORDER  -  FIRST
 AE4899  ELLP ORDER  -  FOURTH    CLASS I
 AE4899
 AE4899.The horizontal coordinates were established by GPS observations
 AE4899.and adjusted by the National Geodetic Survey in December 1997..
 AE4899
 AE4899.The orthometric height was determined by GPS observations and a
 AE4899.high-resolution geoid model.
 AE4899
 AE4899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4899
 AE4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4899
 AE4899.The ellipsoidal height was determined by GPS observations
 AE4899.and is referenced to NAD 83.
 AE4899
 AE4899.The geoid height was determined by GEOID03.
 AE4899
 AE4899;                    North         East     Units Scale Factor Converg.
 AE4899;SPC GA W     -   382,976.952   699,816.823   MT  0.99990000   -0 00 03.9
 AE4899;SPC GA W     - 1,256,483.55  2,295,982.36   sFT  0.99990000   -0 00 03.9
 AE4899;UTM  16      - 3,705,233.829   763,172.787   MT  1.00045398   +1 33 42.3
 AE4899
 AE4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4899!SPC GA W     -   0.99996724  x   0.99990000  =   0.99986724
 AE4899!UTM  16      -   0.99996724  x   1.00045398  =   1.00042120
 AE4899
 AE4899:                Primary Azimuth Mark                     Grid Az
 AE4899:SPC GA W     -  A9033                                    308 53 59.1
 AE4899:UTM  16      -  A9033                                    307 20 12.9
 AE4899
 AE4899|---------------------------------------------------------------------|
 AE4899| PID    Reference Object                     Distance      Geod. Az  |
 AE4899|                                                           dddmmss.s |
 AE4899| AE5012 A9033                               456.418 METERS 3085355.2 |
 AE4899|---------------------------------------------------------------------|
 AE4899
 AE4899                          SUPERSEDED SURVEY CONTROL
 AE4899
 AE4899.No superseded survey control is available for this station.
 AE4899
 AE4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6317305234(NAD 83)
 AE4899_MARKER: DD = SURVEY DISK
 AE4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4899_STAMPING: A0033 1997
 AE4899_MARK LOGO: GA-151
 AE4899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4899+STABILITY: SURFACE MOTION
 AE4899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4899+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4899
 AE4899  HISTORY     - Date     Condition        Report By
 AE4899  HISTORY     - 1997     MONUMENTED       MSI
 AE4899  HISTORY     - 20060522 GOOD             INDIV
 AE4899
 AE4899                          STATION DESCRIPTION
 AE4899
 AE4899'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4899'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTH-SOUTHEAST OF
 AE4899'FLIPPEN AND 2.4 KM (1.50 MI) WEST-NORTHWEST OF MCDONOUGH ALONG A ROAD
 AE4899'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75
 AE4899'AND STATE HWY 81/20 (INTERCHANGE 70 ON I-75) PROCEED NORTHEAST ON
 AE4899'STATE HWY 81/20 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH INDUSTRIAL
 AE4899'WAY (MCDONOUGH PARKWAY) .  TURN LEFT AND PROCEED NORTH ON INDUSTRIAL
 AE4899'WAY (MCDONOUGH PARKWAY) FOR 1.35 MI (2.17 KM) TO THE JUNCTION WITH
 AE4899'JONESBORO ROAD. TURN LEFT AND PROCEED NORTHWEST ON JONESBORO ROAD FOR
 AE4899'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT JUST NORTH OF THE
 AE4899'ENTRANCE TO KROGER SHOPPING CENTER THE STATION IS A HENRY COUNTY
 AE4899'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4899'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4899'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 29.0
 AE4899'FT (8.8 M) NORTHWEST OF A LIGHT POLE, 25.5 FT (7.8 M) NORTHWEST OF A
 AE4899'MAN HOLE, 11.7 FT (3.6 M) SOUTHWEST OF THE EDGE OF THE TURNING LANE,
 AE4899'AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY
 AE4899'AZIMUTH MARK A9033 IS 0.25 MI (0.40 KM) SOUTHEAST ALONG JONESBORO ROAD
 AE4899'ON THE RIGHT WITH CHAMBERS ROAD
 AE4899
 AE4899                          STATION RECOVERY (2006)
 AE4899
 AE4899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4899'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4900 ***********************************************************************
 AE4900  DESIGNATION -  A0034
 AE4900  PID         -  AE4900
 AE4900  STATE/COUNTY-  GA/HENRY
 AE4900  USGS QUAD   -  MC DONOUGH (1981)
 AE4900
 AE4900                         *CURRENT SURVEY CONTROL
 AE4900  ___________________________________________________________________
 AE4900* NAD 83(1994)-  33 27 13.80524(N)    084 07 33.66850(W)     ADJUSTED  
 AE4900* NAVD 88     -       252.5    (meters)     828.     (feet)  GPS OBS   
 AE4900  ___________________________________________________________________
 AE4900  X           -     545,177.757 (meters)                     COMP
 AE4900  Y           -  -5,299,110.125 (meters)                     COMP
 AE4900  Z           -   3,496,186.661 (meters)                     COMP
 AE4900  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AE4900  ELLIP HEIGHT-         223.62  (meters)          (12/11/97) GPS OBS
 AE4900  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AE4900
 AE4900  HORZ ORDER  -  FIRST
 AE4900  ELLP ORDER  -  FOURTH    CLASS I
 AE4900
 AE4900.The horizontal coordinates were established by GPS observations
 AE4900.and adjusted by the National Geodetic Survey in December 1997..
 AE4900
 AE4900.The orthometric height was determined by GPS observations and a
 AE4900.high-resolution geoid model.
 AE4900
 AE4900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4900
 AE4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4900
 AE4900.The ellipsoidal height was determined by GPS observations
 AE4900.and is referenced to NAD 83.
 AE4900
 AE4900.The geoid height was determined by GEOID03.
 AE4900
 AE4900;                    North         East     Units Scale Factor Converg.
 AE4900;SPC GA W     -   382,931.225   703,778.708   MT  0.99990018   +0 01 20.7
 AE4900;SPC GA W     - 1,256,333.53  2,308,980.64   sFT  0.99990018   +0 01 20.7
 AE4900;UTM  16      - 3,705,296.209   767,136.691   MT  1.00047990   +1 35 06.9
 AE4900
 AE4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4900!SPC GA W     -   0.99996489  x   0.99990018  =   0.99986508
 AE4900!UTM  16      -   0.99996489  x   1.00047990  =   1.00044478
 AE4900
 AE4900|---------------------------------------------------------------------|
 AE4900| PID    Reference Object                     Distance      Geod. Az  |
 AE4900|                                                           dddmmss.s |
 AE4900| AE5013 A9034                               293.823 METERS 26818     |
 AE4900|---------------------------------------------------------------------|
 AE4900
 AE4900                          SUPERSEDED SURVEY CONTROL
 AE4900
 AE4900.No superseded survey control is available for this station.
 AE4900
 AE4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6713705296(NAD 83)
 AE4900_MARKER: DD = SURVEY DISK
 AE4900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4900_STAMPING: A0034 1997
 AE4900_MARK LOGO: GA-151
 AE4900_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4900+STABILITY: SURFACE MOTION
 AE4900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4900+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4900
 AE4900  HISTORY     - Date     Condition        Report By
 AE4900  HISTORY     - 1997     MONUMENTED       MSI
 AE4900
 AE4900                          STATION DESCRIPTION
 AE4900
 AE4900'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4900'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST-NORTHEAST OF
 AE4900'MCDONOUGH ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4900'JUNCTION OF STATE HWY 155 AND STATE HWY 20 (LAWRENCEVILLE ST) IN
 AE4900'MCDONOUGH PROCEED NORTHEAST ON STATE HWY 20 FOR 0.4 MI (0.6 KM) TO THE
 AE4900'JUNCTION WITH MCGARITY ROAD.  TURN RIGHT AND PROCEED EAST ON MCGARITY
 AE4900'ROAD FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT OPPOSITE THE
 AE4900'EASTLAWN CEMETERY THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4900'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4900'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN
 AE4900'ABOVE GROUND LEVEL.  THE STATION IS LOCATED 74.0 FT (22.6 M) SOUTHWEST
 AE4900'OF A DOUBLE FENCE POST, 15.5 FT (4.7 M) SOUTHWEST OF THE WEST END OF A
 AE4900'CONCRETE CULVERT, 14.1 FT (4.3 M) NORTH OF THE CENTERLINE OF MCGARITY
 AE4900'ROAD, AND 3.6 FT (1.1 M) NORTH OF THE NORTH EDGE OF PAVEMENT HENRY
 AE4900'COUNTY AZIMUTH MARK A9034 IS 0.2 MI (0.3 KM) WEST ALONG MCGARITY ROAD
 AE4900'ON THE LEFT JUST WEST OF THE JUNCTION WITH RUSSELL ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4901 ***********************************************************************
 AE4901  DESIGNATION -  A0035
 AE4901  PID         -  AE4901
 AE4901  STATE/COUNTY-  GA/HENRY
 AE4901  USGS QUAD   -  OLA (1982)
 AE4901
 AE4901                         *CURRENT SURVEY CONTROL
 AE4901  ___________________________________________________________________
 AE4901* NAD 83(1994)-  33 26 31.28793(N)    084 06 22.57374(W)     ADJUSTED  
 AE4901* NAVD 88     -       261.0    (meters)     856.     (feet)  GPS OBS   
 AE4901  ___________________________________________________________________
 AE4901  X           -     547,079.075 (meters)                     COMP
 AE4901  Y           -  -5,299,647.162 (meters)                     COMP
 AE4901  Z           -   3,495,098.329 (meters)                     COMP
 AE4901  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AE4901  ELLIP HEIGHT-         232.12  (meters)          (12/11/97) GPS OBS
 AE4901  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AE4901
 AE4901  HORZ ORDER  -  FIRST
 AE4901  ELLP ORDER  -  FOURTH    CLASS I
 AE4901
 AE4901.The horizontal coordinates were established by GPS observations
 AE4901.and adjusted by the National Geodetic Survey in December 1997..
 AE4901
 AE4901.The orthometric height was determined by GPS observations and a
 AE4901.high-resolution geoid model.
 AE4901
 AE4901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4901
 AE4901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4901
 AE4901.The ellipsoidal height was determined by GPS observations
 AE4901.and is referenced to NAD 83.
 AE4901
 AE4901.The geoid height was determined by GEOID03.
 AE4901
 AE4901;                    North         East     Units Scale Factor Converg.
 AE4901;SPC GA W     -   381,622.331   705,615.344   MT  0.99990039   +0 01 59.8
 AE4901;SPC GA W     - 1,252,039.26  2,315,006.34   sFT  0.99990039   +0 01 59.8
 AE4901;UTM  16      - 3,704,037.149   769,009.434   MT  1.00049228   +1 35 44.4
 AE4901
 AE4901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4901!SPC GA W     -   0.99996356  x   0.99990039  =   0.99986395
 AE4901!UTM  16      -   0.99996356  x   1.00049228  =   1.00045582
 AE4901
 AE4901:                Primary Azimuth Mark                     Grid Az
 AE4901:SPC GA W     -  A9035                                    265 15 22.3
 AE4901:UTM  16      -  A9035                                    263 41 37.7
 AE4901
 AE4901|---------------------------------------------------------------------|
 AE4901| PID    Reference Object                     Distance      Geod. Az  |
 AE4901|                                                           dddmmss.s |
 AE4901| AE5014 A9035                               APPROX. 0.5 KM 2651722.1 |
 AE4901|---------------------------------------------------------------------|
 AE4901
 AE4901                          SUPERSEDED SURVEY CONTROL
 AE4901
 AE4901.No superseded survey control is available for this station.
 AE4901
 AE4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6900904037(NAD 83)
 AE4901_MARKER: DD = SURVEY DISK
 AE4901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4901_STAMPING: A0035 1997
 AE4901_MARK LOGO: GA-151
 AE4901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4901+STABILITY: SURFACE MOTION
 AE4901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4901+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2000
 AE4901
 AE4901  HISTORY     - Date     Condition        Report By
 AE4901  HISTORY     - 1997     MONUMENTED       MSI
 AE4901  HISTORY     - 20001101 GOOD             GADT
 AE4901
 AE4901                          STATION DESCRIPTION
 AE4901
 AE4901'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4901'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) EAST OF MCDONOUGH ALONG
 AE4901'A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE
 AE4901'HWY 81 EAST AND STATE HWY 20 NORTH IN MCDONOUGH PROCEED SOUTHEAST ON
 AE4901'STATE HWY 81 FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH LAKE DOW ROAD.
 AE4901'TURN LEFT AND PROCEED EAST ON LAKE DOW ROAD FOR 0.9 MI (1.4 KM) TO THE
 AE4901'JUNCTION WITH RODGERS ROAD AND ROSSER ROAD AND THE STATION IN THE
 AE4901'NORTHEAST QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY
 AE4901'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4901'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4901'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 30.7
 AE4901'FT (9.4 M) SOUTHWEST OF A POWER POLE, 25.0 FT (7.6 M) NORTHWEST OF THE
 AE4901'CENTERLINE OF RODGERS ROAD, 14.5 FT (4.4 M) SOUTHEAST OF A FIRE
 AE4901'HYDRANT, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY
 AE4901'COUNTY AZIMUTH MARK A9035 IS 0.3 MI (0.5 KM) WEST ALONG LAKE DOW ROAD
 AE4901'ON THE RIGHT JUST WEST OF THE DRIVE TO NO 335
 AE4901
 AE4901                          STATION RECOVERY (2000)
 AE4901
 AE4901'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 AE4901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4902 ***********************************************************************
 AE4902  DESIGNATION -  A0036
 AE4902  PID         -  AE4902
 AE4902  STATE/COUNTY-  GA/HENRY
 AE4902  USGS QUAD   -  OLA (1982)
 AE4902
 AE4902                         *CURRENT SURVEY CONTROL
 AE4902  ___________________________________________________________________
 AE4902* NAD 83(1994)-  33 26 15.78618(N)    084 04 02.16103(W)     ADJUSTED  
 AE4902* NAVD 88     -       242.9    (meters)     797.     (feet)  GPS OBS   
 AE4902  ___________________________________________________________________
 AE4902  X           -     550,712.275 (meters)                     COMP
 AE4902  Y           -  -5,299,520.292 (meters)                     COMP
 AE4902  Z           -   3,494,689.818 (meters)                     COMP
 AE4902  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AE4902  ELLIP HEIGHT-         214.04  (meters)          (12/11/97) GPS OBS
 AE4902  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AE4902
 AE4902  HORZ ORDER  -  FIRST
 AE4902  ELLP ORDER  -  FOURTH    CLASS I
 AE4902
 AE4902.The horizontal coordinates were established by GPS observations
 AE4902.and adjusted by the National Geodetic Survey in December 1997..
 AE4902
 AE4902.The orthometric height was determined by GPS observations and a
 AE4902.high-resolution geoid model.
 AE4902
 AE4902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4902
 AE4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4902
 AE4902.The ellipsoidal height was determined by GPS observations
 AE4902.and is referenced to NAD 83.
 AE4902
 AE4902.The geoid height was determined by GEOID03.
 AE4902
 AE4902;                    North         East     Units Scale Factor Converg.
 AE4902;SPC GA W     -   381,147.573   709,242.161   MT  0.99990105   +0 03 17.2
 AE4902;SPC GA W     - 1,250,481.66  2,326,905.32   sFT  0.99990105   +0 03 17.2
 AE4902;UTM  16      - 3,703,661.223   772,650.043   MT  1.00051660   +1 37 01.3
 AE4902;UTM  17      - 3,704,022.550   214,837.999   MT  1.00060267   -1 41 28.7
 AE4902
 AE4902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4902!SPC GA W     -   0.99996640  x   0.99990105  =   0.99986745
 AE4902!UTM  16      -   0.99996640  x   1.00051660  =   1.00048298
 AE4902!UTM  17      -   0.99996640  x   1.00060267  =   1.00056905
 AE4902
 AE4902:                Primary Azimuth Mark                     Grid Az
 AE4902:SPC GA W     -  A9036                                    181 34 38.6
 AE4902:UTM  16      -  A9036                                    180 00 54.5
 AE4902:UTM  17      -  A9036                                    183 19 24.5
 AE4902
 AE4902|---------------------------------------------------------------------|
 AE4902| PID    Reference Object                     Distance      Geod. Az  |
 AE4902|                                                           dddmmss.s |
 AE4902| AE5015 A9036                               APPROX. 0.6 KM 1813755.8 |
 AE4902|---------------------------------------------------------------------|
 AE4902
 AE4902                          SUPERSEDED SURVEY CONTROL
 AE4902
 AE4902.No superseded survey control is available for this station.
 AE4902
 AE4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7265003661(NAD 83)
 AE4902_MARKER: DD = SURVEY DISK
 AE4902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4902_STAMPING: A0036 1997
 AE4902_MARK LOGO: GA-151
 AE4902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4902+STABILITY: SURFACE MOTION
 AE4902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4902+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4902
 AE4902  HISTORY     - Date     Condition        Report By
 AE4902  HISTORY     - 1997     MONUMENTED       MSI
 AE4902
 AE4902                          STATION DESCRIPTION
 AE4902
 AE4902'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4902'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) EAST OF MCDONOUGH AND
 AE4902'2.4 KM (1.50 MI) WEST OF OLA ALONG A ROAD RIGHT OF WAY TO REACH THE
 AE4902'STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY 20 NORTH
 AE4902'IN MCDONOUGH PROCEED SOUTHEAST THEN EAST ON STATE HWY 81 FOR 4.5 MI
 AE4902'(7.2 KM) TO THE JUNCTION WITH UPCHURCH ROAD.  TURN LEFT AND PROCEED
 AE4902'NORTH ON UPCHURCH ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT
 AE4902'NORTH OF THE JUNCTION WITH A DIRT ROAD LEADING WEST THE STATION IS A
 AE4902'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4902'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4902'THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE STATION IS
 AE4902'LOCATED 40.0 FT (12.2 M) NORTH OF A CLOTHESLINE POLE, 17.0 FT (5.2 M)
 AE4902'WEST OF THE CENTERLINE OF UPCHURCH ROAD, 8.2 FT (2.5 M) NORTHEAST OF A
 AE4902'POWER POLE, AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST HENRY
 AE4902'COUNTY AZIMUTH MARK A9036 IS 0.35 MI (0.56 KM) SOUTH ALONG UPCHURCH
 AE4902'ROAD ON THE RIGHT IN FRONT OF HOUSE NO 75
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4903 ***********************************************************************
 AE4903  DESIGNATION -  A0037
 AE4903  PID         -  AE4903
 AE4903  STATE/COUNTY-  GA/HENRY
 AE4903  USGS QUAD   -  OLA (1982)
 AE4903
 AE4903                         *CURRENT SURVEY CONTROL
 AE4903  ___________________________________________________________________
 AE4903* NAD 83(1994)-  33 26 11.23721(N)    084 02 16.55276(W)     ADJUSTED  
 AE4903* NAVD 88     -       244.1    (meters)     801.     (feet)  GPS OBS   
 AE4903  ___________________________________________________________________
 AE4903  X           -     553,433.702 (meters)                     COMP
 AE4903  Y           -  -5,299,315.454 (meters)                     COMP
 AE4903  Z           -   3,494,573.533 (meters)                     COMP
 AE4903  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AE4903  ELLIP HEIGHT-         215.26  (meters)          (12/11/97) GPS OBS
 AE4903  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AE4903
 AE4903  HORZ ORDER  -  FIRST
 AE4903  ELLP ORDER  -  FOURTH    CLASS I
 AE4903
 AE4903.The horizontal coordinates were established by GPS observations
 AE4903.and adjusted by the National Geodetic Survey in December 1997..
 AE4903
 AE4903.The orthometric height was determined by GPS observations and a
 AE4903.high-resolution geoid model.
 AE4903
 AE4903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4903
 AE4903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4903
 AE4903.The ellipsoidal height was determined by GPS observations
 AE4903.and is referenced to NAD 83.
 AE4903
 AE4903.The geoid height was determined by GEOID03.
 AE4903
 AE4903;                    North         East     Units Scale Factor Converg.
 AE4903;SPC GA W     -   381,010.430   711,969.956   MT  0.99990177   +0 04 15.4
 AE4903;SPC GA W     - 1,250,031.72  2,335,854.76   sFT  0.99990177   +0 04 15.4
 AE4903;UTM  16      - 3,703,598.459   775,382.268   MT  1.00053507   +1 37 59.4
 AE4903;UTM  17      - 3,703,802.205   217,562.232   MT  1.00058360   -1 40 30.2
 AE4903
 AE4903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4903!SPC GA W     -   0.99996621  x   0.99990177  =   0.99986798
 AE4903!UTM  16      -   0.99996621  x   1.00053507  =   1.00050126
 AE4903!UTM  17      -   0.99996621  x   1.00058360  =   1.00054979
 AE4903
 AE4903                          SUPERSEDED SURVEY CONTROL
 AE4903
 AE4903.No superseded survey control is available for this station.
 AE4903
 AE4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7538203598(NAD 83)
 AE4903_MARKER: DD = SURVEY DISK
 AE4903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4903_STAMPING: A0037 1997
 AE4903_MARK LOGO: GA-151
 AE4903_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4903+STABILITY: SURFACE MOTION
 AE4903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4903+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4903
 AE4903  HISTORY     - Date     Condition        Report By
 AE4903  HISTORY     - 1997     MONUMENTED       MSI
 AE4903
 AE4903                          STATION DESCRIPTION
 AE4903
 AE4903'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4903'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST-NORTHEAST OF OLA
 AE4903'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4903'STATE HWY 81 EAST AND STATE HWY 20 NORTH IN MCDONOUGH PROCEED
 AE4903'SOUTHEAST THEN EAST ON STATE HWY 81 FOR 6.25 MI (10.06 KM) TO THE
 AE4903'STATION ON THE LEFT JUST SOUTH OF THE JUNCTION WITH MCCLAIN ROAD THE
 AE4903'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4903'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4903'(0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE
 AE4903'STATION IS LOCATED 120.5 FT (36.7 M) NORTHEAST OF A POWER POLE, 81.7
 AE4903'FT (24.9 M) NORTHWEST OF A STOP SIGN, 18.0 FT (5.5 M) NORTH OF THE
 AE4903'CENTERLINE OF STATE HWY 81, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE
 AE4903'WITNESS POST USGS BENCH MARK H 9 IS 0.30 MI (0.48 KM) FURTHER EAST
 AE4903'ALONG STATE HWY 81 ON THE RIGHT IN THE SOUTHWEST QUADRANT OF THE
 AE4903'INTERSECTION WITH KEYS FERRY ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4904 ***********************************************************************
 AE4904  DESIGNATION -  A0038
 AE4904  PID         -  AE4904
 AE4904  STATE/COUNTY-  GA/HENRY
 AE4904  USGS QUAD   -  WORTHVILLE (1985)
 AE4904
 AE4904                         *CURRENT SURVEY CONTROL
 AE4904  ___________________________________________________________________
 AE4904* NAD 83(1994)-  33 27 00.80433(N)    083 55 47.66674(W)     ADJUSTED  
 AE4904* NAVD 88     -       176.3    (meters)     578.     (feet)  GPS OBS   
 AE4904  ___________________________________________________________________
 AE4904  X           -     563,328.929 (meters)                     COMP
 AE4904  Y           -  -5,297,369.567 (meters)                     COMP
 AE4904  Z           -   3,495,810.563 (meters)                     COMP
 AE4904  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AE4904  ELLIP HEIGHT-         147.62  (meters)          (12/11/97) GPS OBS
 AE4904  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AE4904
 AE4904  HORZ ORDER  -  FIRST
 AE4904  ELLP ORDER  -  FOURTH    CLASS I
 AE4904
 AE4904.The horizontal coordinates were established by GPS observations
 AE4904.and adjusted by the National Geodetic Survey in December 1997..
 AE4904
 AE4904.The orthometric height was determined by GPS observations and a
 AE4904.high-resolution geoid model.
 AE4904
 AE4904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4904
 AE4904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4904
 AE4904.The ellipsoidal height was determined by GPS observations
 AE4904.and is referenced to NAD 83.
 AE4904
 AE4904.The geoid height was determined by GEOID03.
 AE4904
 AE4904;                    North         East     Units Scale Factor Converg.
 AE4904;SPC GA W     -   382,555.048   722,010.678   MT  0.99990597   +0 07 49.8
 AE4904;SPC GA W     - 1,255,099.35  2,368,796.70   sFT  0.99990597   +0 07 49.8
 AE4904;UTM  17      - 3,705,040.934   227,651.867   MT  1.00051457   -1 36 57.6
 AE4904;UTM  16      - 3,705,417.509   785,383.792   MT  1.00060423   +1 41 36.3
 AE4904
 AE4904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4904!SPC GA W     -   0.99997683  x   0.99990597  =   0.99988280
 AE4904!UTM  17      -   0.99997683  x   1.00051457  =   1.00049138
 AE4904!UTM  16      -   0.99997683  x   1.00060423  =   1.00058104
 AE4904
 AE4904|---------------------------------------------------------------------|
 AE4904| PID    Reference Object                     Distance      Geod. Az  |
 AE4904|                                                           dddmmss.s |
 AE4904| AE5016 A9038                               173.136 METERS 23014     |
 AE4904|---------------------------------------------------------------------|
 AE4904
 AE4904                          SUPERSEDED SURVEY CONTROL
 AE4904
 AE4904.No superseded survey control is available for this station.
 AE4904
 AE4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2765205041(NAD 83)
 AE4904_MARKER: DD = SURVEY DISK
 AE4904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4904_STAMPING: A0038 1997
 AE4904_MARK LOGO: GA-151
 AE4904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4904+STABILITY: SURFACE MOTION
 AE4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4904+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4904
 AE4904  HISTORY     - Date     Condition        Report By
 AE4904  HISTORY     - 1997     MONUMENTED       MSI
 AE4904
 AE4904                          STATION DESCRIPTION
 AE4904
 AE4904'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4904'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) SOUTHEAST OF SNAPPING
 AE4904'SHOALS AND 0.7 KM (0.45 MI) WEST OF THE JUNCTION OF THE BUTTS COUNTY,
 AE4904'HENRY COUNTY, AND NEWTON COUNTY LINES ALONG A ROAD RIGHT OF WAY TO
 AE4904'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4904'20 NORTH JUST EAST OF MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 9.7
 AE4904'MI (15.6 KM) TO THE JUNCTION WITH SNAPPING SHOALS ROAD AND JACKSON
 AE4904'LAKE ROAD.  TURN RIGHT AND PROCEED EAST THEN SOUTHEAST ON JACKSON LAKE
 AE4904'ROAD FOR 1.2 MI (1.9 KM) TO THE JUNCTION WITH ISLAND SHOALS ROAD.
 AE4904'TURN LEFT AND PROCEED EAST ON ISLAND SHOALS ROAD (GRAVEL) FOR 1.65 MI
 AE4904'(2.66 KM) TO THE STATION ON THE LEFT JUST NORTH OF THE JUNCTION WITH A
 AE4904'DIRT DRIVEWAY LEADING NORTHWEST THE STATION IS A HENRY COUNTY SURVEY
 AE4904'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4904'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4904'IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 30.0 FT (9.1 M) SOUTH
 AE4904'OF POWER POLE NO 63060, 13.0 FT (4.0 M) EAST OF A GATEPOST, 13.0 FT
 AE4904'(4.0 M) NORTHWEST OF THE CENTERLINE OF ISLAND SHOALS ROAD, AND 1.0 FT
 AE4904'(0.3 M) SOUTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4904'A9038 IS 0.1 MI (0.2 KM) SOUTHWEST ALONG ISLAND SHOALS ROAD ON THE
 AE4904'RIGHT JUST EAST OF DRIVE TO NO 850
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4905 ***********************************************************************
 AE4905  DESIGNATION -  A0039
 AE4905  PID         -  AE4905
 AE4905  STATE/COUNTY-  GA/HENRY
 AE4905  USGS QUAD   -  MC DONOUGH (1981)
 AE4905
 AE4905                         *CURRENT SURVEY CONTROL
 AE4905  ___________________________________________________________________
 AE4905* NAD 83(1994)-  33 26 36.86345(N)    084 14 21.89666(W)     ADJUSTED  
 AE4905* NAVD 88     -       270.0    (meters)     886.     (feet)  GPS OBS   
 AE4905  ___________________________________________________________________
 AE4905  X           -     534,753.411 (meters)                     COMP
 AE4905  Y           -  -5,300,817.372 (meters)                     COMP
 AE4905  Z           -   3,495,246.581 (meters)                     COMP
 AE4905  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AE4905  ELLIP HEIGHT-         241.03  (meters)          (12/11/97) GPS OBS
 AE4905  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AE4905
 AE4905  HORZ ORDER  -  FIRST
 AE4905  ELLP ORDER  -  FOURTH    CLASS I
 AE4905
 AE4905.The horizontal coordinates were established by GPS observations
 AE4905.and adjusted by the National Geodetic Survey in December 1997..
 AE4905
 AE4905.The orthometric height was determined by GPS observations and a
 AE4905.high-resolution geoid model.
 AE4905
 AE4905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4905
 AE4905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4905
 AE4905.The ellipsoidal height was determined by GPS observations
 AE4905.and is referenced to NAD 83.
 AE4905
 AE4905.The geoid height was determined by GEOID03.
 AE4905
 AE4905;                    North         East     Units Scale Factor Converg.
 AE4905;SPC GA W     -   381,794.826   693,236.264   MT  0.99990056   -0 02 24.3
 AE4905;SPC GA W     - 1,252,605.19  2,274,392.64   sFT  0.99990056   -0 02 24.3
 AE4905;UTM  16      - 3,703,871.974   756,623.423   MT  1.00041200   +1 31 20.0
 AE4905
 AE4905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4905!SPC GA W     -   0.99996216  x   0.99990056  =   0.99986273
 AE4905!UTM  16      -   0.99996216  x   1.00041200  =   1.00037415
 AE4905
 AE4905:                Primary Azimuth Mark                     Grid Az
 AE4905:SPC GA W     -  A9039                                    067 25 15.6
 AE4905:UTM  16      -  A9039                                    065 51 31.3
 AE4905
 AE4905|---------------------------------------------------------------------|
 AE4905| PID    Reference Object                     Distance      Geod. Az  |
 AE4905|                                                           dddmmss.s |
 AE4905| AE5017 A9039                               412.754 METERS 0672251.3 |
 AE4905|---------------------------------------------------------------------|
 AE4905
 AE4905                          SUPERSEDED SURVEY CONTROL
 AE4905
 AE4905.No superseded survey control is available for this station.
 AE4905
 AE4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5662303872(NAD 83)
 AE4905_MARKER: DD = SURVEY DISK
 AE4905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4905_STAMPING: A0039 1997
 AE4905_MARK LOGO: GA-151
 AE4905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4905+STABILITY: SURFACE MOTION
 AE4905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4905+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4905
 AE4905  HISTORY     - Date     Condition        Report By
 AE4905  HISTORY     - 1997     MONUMENTED       MSI
 AE4905  HISTORY     - 20060522 GOOD             INDIV
 AE4905
 AE4905                          STATION DESCRIPTION
 AE4905
 AE4905'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4905'THE STATION IS LOCATED ABOUT 8.6 KM (5.35 MI) WEST OF MCDONOUGH AND
 AE4905'7.7 KM (4.80 MI) NORTHEAST OF HAMPTON ALONG A ROAD RIGHT OF WAY TO
 AE4905'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND JODECO ROAD
 AE4905'(INTERCHANGE 72 ON I-75) PROCEED WEST ON JODECO ROAD FOR 0.4 MI (0.6
 AE4905'KM) TO THE JUNCTION WITH CHAMBERS ROAD.  TURN LEFT AND PROCEED SOUTH
 AE4905'ON CHAMBERS ROAD FOR 2.6 MI (4.2 KM) TO THE JUNCTION WITH MOUNT CARMEL
 AE4905'ROAD.  TURN RIGHT AND PROCEED WEST ON MOUNT CARMEL ROAD FOR 0.5 MI
 AE4905'(0.8 KM) TO THE STATION ON THE LEFT THE STATION IS A HENRY COUNTY
 AE4905'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4905'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4905'OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS LOCATED
 AE4905'124.3 FT (37.9 M) EAST OF THE CENTERLINE OF A DRIVEWAY, 34.2 FT (10.4
 AE4905'M) WEST OF THE WEST END OF A CULVERT UNDER A DRIVEWAY, 13.6 FT (4.1 M)
 AE4905'SOUTH OF THE CENTERLINE OF MOUNT CARMEL ROAD, AND 1.0 FT (0.3 M) NORTH
 AE4905'OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9039 IS 0.15 MI
 AE4905'(0.24 KM) EAST ALONG MOUNT CARMEL ROAD ON THE RIGHT JUST EAST OF DRIVE
 AE4905'TO NO 1411
 AE4905
 AE4905                          STATION RECOVERY (2006)
 AE4905
 AE4905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4905'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4906 ***********************************************************************
 AE4906  DESIGNATION -  A0040
 AE4906  PID         -  AE4906
 AE4906  STATE/COUNTY-  GA/HENRY
 AE4906  USGS QUAD   -  HAMPTON (1982)
 AE4906
 AE4906                         *CURRENT SURVEY CONTROL
 AE4906  ___________________________________________________________________
 AE4906* NAD 83(1994)-  33 25 29.02376(N)    084 16 39.82121(W)     ADJUSTED  
 AE4906* NAVD 88     -       296.9    (meters)     974.     (feet)  GPS OBS   
 AE4906  ___________________________________________________________________
 AE4906  X           -     531,325.819 (meters)                     COMP
 AE4906  Y           -  -5,302,341.983 (meters)                     COMP
 AE4906  Z           -   3,493,517.123 (meters)                     COMP
 AE4906  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AE4906  ELLIP HEIGHT-         267.92  (meters)          (12/11/97) GPS OBS
 AE4906  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AE4906
 AE4906  HORZ ORDER  -  FIRST
 AE4906  ELLP ORDER  -  FOURTH    CLASS I
 AE4906
 AE4906.The horizontal coordinates were established by GPS observations
 AE4906.and adjusted by the National Geodetic Survey in December 1997..
 AE4906
 AE4906.The orthometric height was determined by GPS observations and a
 AE4906.high-resolution geoid model.
 AE4906
 AE4906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4906
 AE4906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4906
 AE4906.The ellipsoidal height was determined by GPS observations
 AE4906.and is referenced to NAD 83.
 AE4906
 AE4906.The geoid height was determined by GEOID03.
 AE4906
 AE4906;                    North         East     Units Scale Factor Converg.
 AE4906;SPC GA W     -   379,708.113   689,671.995   MT  0.99990131   -0 03 40.2
 AE4906;SPC GA W     - 1,245,759.03  2,262,698.87   sFT  0.99990131   -0 03 40.2
 AE4906;UTM  16      - 3,701,687.793   753,115.603   MT  1.00038995   +1 30 01.2
 AE4906
 AE4906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4906!SPC GA W     -   0.99995794  x   0.99990131  =   0.99985925
 AE4906!UTM  16      -   0.99995794  x   1.00038995  =   1.00034787
 AE4906
 AE4906                          SUPERSEDED SURVEY CONTROL
 AE4906
 AE4906.No superseded survey control is available for this station.
 AE4906
 AE4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5311601688(NAD 83)
 AE4906_MARKER: DD = SURVEY DISK
 AE4906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4906_STAMPING: A0040 1997
 AE4906_MARK LOGO: GA-151
 AE4906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4906+STABILITY: SURFACE MOTION
 AE4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4906+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4906
 AE4906  HISTORY     - Date     Condition        Report By
 AE4906  HISTORY     - 1997     MONUMENTED       MSI
 AE4906
 AE4906                          STATION DESCRIPTION
 AE4906
 AE4906'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4906'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) WEST-SOUTHWEST OF
 AE4906'MCDONOUGH AND 4.3 KM (2.65 MI) NORTH OF HAMPTON ALONG A ROAD RIGHT OF
 AE4906'WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 AND THE OLD
 AE4906'DIXIE HWY NORTH OF HAMPTON PROCEED EAST ON STATE HWY 81 FOR 0.4 MI
 AE4906'(0.6 KM) TO THE JUNCTION WITH MOUNT CARMEL ROAD ON THE LEFT AND THE
 AE4906'STATION ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4906'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4906'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4906'WITH THE GROUND. THE STATION IS LOCATED 53.0 FT (16.2 M) EAST OF A
 AE4906'FIRE HYDRANT, 19.8 FT (6.0 M) SOUTH OF THE CENTERLINE OF STATE HWY 81,
 AE4906'18.3 FT (5.6 M) NORTHEAST OF A POWER POLE, AND 1.0 FT (0.3 M) NORTH OF
 AE4906'A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9040 IS 0.4 MI
 AE4906'(0.6 KM) FURTHER EAST ALONG STATE HWY 81 ON THE LEFT JUST EAST OF MILE
 AE4906'MARKER 3 AND DRIVE TO NO 2864
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4907 ***********************************************************************
 AE4907  DESIGNATION -  A0041
 AE4907  PID         -  AE4907
 AE4907  STATE/COUNTY-  GA/HENRY
 AE4907  USGS QUAD   -  MC DONOUGH (1981)
 AE4907
 AE4907                         *CURRENT SURVEY CONTROL
 AE4907  ___________________________________________________________________
 AE4907* NAD 83(1994)-  33 25 08.43704(N)    084 14 44.72901(W)     ADJUSTED  
 AE4907* NAVD 88     -       276.2    (meters)     906.     (feet)  GPS OBS   
 AE4907  ___________________________________________________________________
 AE4907  X           -     534,317.651 (meters)                     COMP
 AE4907  Y           -  -5,302,375.139 (meters)                     COMP
 AE4907  Z           -   3,492,976.356 (meters)                     COMP
 AE4907  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AE4907  ELLIP HEIGHT-         247.27  (meters)          (12/11/97) GPS OBS
 AE4907  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE4907
 AE4907  HORZ ORDER  -  FIRST
 AE4907  ELLP ORDER  -  FOURTH    CLASS I
 AE4907
 AE4907.The horizontal coordinates were established by GPS observations
 AE4907.and adjusted by the National Geodetic Survey in December 1997..
 AE4907
 AE4907.The orthometric height was determined by GPS observations and a
 AE4907.high-resolution geoid model.
 AE4907
 AE4907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4907
 AE4907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4907
 AE4907.The ellipsoidal height was determined by GPS observations
 AE4907.and is referenced to NAD 83.
 AE4907
 AE4907.The geoid height was determined by GEOID03.
 AE4907
 AE4907;                    North         East     Units Scale Factor Converg.
 AE4907;SPC GA W     -   379,071.205   692,644.525   MT  0.99990067   -0 02 36.8
 AE4907;SPC GA W     - 1,243,669.45  2,272,451.25   sFT  0.99990067   -0 02 36.8
 AE4907;UTM  16      - 3,701,131.841   756,105.873   MT  1.00040873   +1 31 03.9
 AE4907
 AE4907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4907!SPC GA W     -   0.99996118  x   0.99990067  =   0.99986186
 AE4907!UTM  16      -   0.99996118  x   1.00040873  =   1.00036990
 AE4907
 AE4907:                Primary Azimuth Mark                     Grid Az
 AE4907:SPC GA W     -  A9041                                    090 53 40.2
 AE4907:UTM  16      -  A9041                                    089 19 59.5
 AE4907
 AE4907|---------------------------------------------------------------------|
 AE4907| PID    Reference Object                     Distance      Geod. Az  |
 AE4907|                                                           dddmmss.s |
 AE4907| AE5019 A9041                               417.369 METERS 0905103.4 |
 AE4907|---------------------------------------------------------------------|
 AE4907
 AE4907                          SUPERSEDED SURVEY CONTROL
 AE4907
 AE4907.No superseded survey control is available for this station.
 AE4907
 AE4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5610601132(NAD 83)
 AE4907_MARKER: DD = SURVEY DISK
 AE4907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4907_STAMPING: A0041 1997
 AE4907_MARK LOGO: GA-151
 AE4907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4907+STABILITY: SURFACE MOTION
 AE4907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4907+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4907
 AE4907  HISTORY     - Date     Condition        Report By
 AE4907  HISTORY     - 1997     MONUMENTED       MSI
 AE4907
 AE4907                          STATION DESCRIPTION
 AE4907
 AE4907'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4907'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) WEST-SOUTHWEST OF
 AE4907'MCDONOUGH AND 5.3 KM (3.30 MI) NORTHEAST OF HAMPTON ALONG A ROAD RIGHT
 AE4907'OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 AND THE
 AE4907'OLD DIXIE HWY NORTH OF HAMPTON PROCEED EAST ON STATE HWY 81 FOR 2.2 MI
 AE4907'(3.5 KM) TO THE STATION ON THE LEFT EAST OF THE JUNCTION WITH SOUTH
 AE4907'MOUNT CARMEL ROAD THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4907'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4907'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4907'WITH THE GROUND. THE STATION IS LOCATED 93.1 FT (28.4 M) WEST OF THE
 AE4907'WEST END OF A CULVERT, 74.6 FT (22.7 M) EAST OF THE EAST END OF A
 AE4907'CULVERT UNDER SOUTH MOUNT CARMEL ROAD, 16.4 FT (5.0 M) NORTH OF THE
 AE4907'CENTERLINE OF STATE HWY 81, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE
 AE4907'WITNESS POST HENRY COUNTY AZIMUTH MARK A9041 IS 0.25 MI (0.40 KM)
 AE4907'FURTHER EAST ALONG STATE HWY 81 ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4908 ***********************************************************************
 AE4908  DESIGNATION -  A0042
 AE4908  PID         -  AE4908
 AE4908  STATE/COUNTY-  GA/HENRY
 AE4908  USGS QUAD   -  MC DONOUGH (1981)
 AE4908
 AE4908                         *CURRENT SURVEY CONTROL
 AE4908  ___________________________________________________________________
 AE4908* NAD 83(1994)-  33 25 41.01132(N)    084 10 52.10286(W)     ADJUSTED  
 AE4908* NAVD 88     -       262.5    (meters)     861.     (feet)  GPS OBS   
 AE4908  ___________________________________________________________________
 AE4908  X           -     540,240.150 (meters)                     COMP
 AE4908  Y           -  -5,301,207.911 (meters)                     COMP
 AE4908  Z           -   3,493,806.509 (meters)                     COMP
 AE4908  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AE4908  ELLIP HEIGHT-         233.68  (meters)          (12/11/97) GPS OBS
 AE4908  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AE4908
 AE4908  HORZ ORDER  -  FIRST
 AE4908  ELLP ORDER  -  FOURTH    CLASS I
 AE4908
 AE4908.The horizontal coordinates were established by GPS observations
 AE4908.and adjusted by the National Geodetic Survey in December 1997..
 AE4908
 AE4908.The orthometric height was determined by GPS observations and a
 AE4908.high-resolution geoid model.
 AE4908
 AE4908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4908
 AE4908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4908
 AE4908.The ellipsoidal height was determined by GPS observations
 AE4908.and is referenced to NAD 83.
 AE4908
 AE4908.The geoid height was determined by GEOID03.
 AE4908
 AE4908;                    North         East     Units Scale Factor Converg.
 AE4908;SPC GA W     -   380,071.979   698,654.154   MT  0.99990002   -0 00 28.7
 AE4908;SPC GA W     - 1,246,952.82  2,292,167.84   sFT  0.99990002   -0 00 28.7
 AE4908;UTM  16      - 3,702,296.622   762,089.154   MT  1.00044696   +1 33 13.6
 AE4908
 AE4908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4908!SPC GA W     -   0.99996332  x   0.99990002  =   0.99986334
 AE4908!UTM  16      -   0.99996332  x   1.00044696  =   1.00041026
 AE4908
 AE4908|---------------------------------------------------------------------|
 AE4908| PID    Reference Object                     Distance      Geod. Az  |
 AE4908|                                                           dddmmss.s |
 AE4908| AE5020 A9042                               383.899 METERS 26345     |
 AE4908|---------------------------------------------------------------------|
 AE4908
 AE4908                          SUPERSEDED SURVEY CONTROL
 AE4908
 AE4908.No superseded survey control is available for this station.
 AE4908
 AE4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6208902297(NAD 83)
 AE4908_MARKER: DD = SURVEY DISK
 AE4908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4908_STAMPING: A0042 1997
 AE4908_MARK LOGO: GA-151
 AE4908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4908+STABILITY: SURFACE MOTION
 AE4908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4908+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4908
 AE4908  HISTORY     - Date     Condition        Report By
 AE4908  HISTORY     - 1997     MONUMENTED       MSI
 AE4908  HISTORY     - 20060724 MARK NOT FOUND   INDIV
 AE4908
 AE4908                          STATION DESCRIPTION
 AE4908
 AE4908'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4908'THE STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) NORTHEAST OF HAMPTON
 AE4908'AND 3.8 KM (2.35 MI) SOUTHWEST OF MCDONOUGH ALONG A ROAD RIGHT OF WAY
 AE4908'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT JUNCTION OF
 AE4908'INTERSTATE 75 AND STATE HWY 81/20 (INTERCHANGE 70 ON I-75) PROCEED
 AE4908'EAST ON STATE HWY 81/20 FOR 0.05 MI (0.08 KM) TO THE EAST END OF THE
 AE4908'OVERPASS AND THE STATION ON THE LEFT AT THE NORTHEAST END OF THE
 AE4908'NORTHERN GUARDRAIL THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4908'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4908'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 2 IN
 AE4908'ABOVE GROUND LEVEL. THE STATION IS LOCATED 36.1 FT (11.0 M) NORTHWEST
 AE4908'OF THE CENTERLINE OF STATE HWY 81/20, 35.0 FT (10.7 M) EAST OF A
 AE4908'TELEPHONE POLE, 24.9 FT (7.6 M) NORTH OF THE NORTH END OF GUARDRAIL,
 AE4908'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST HENRY COUNTY
 AE4908'AZIMUTH MARK A9042 IS 0.1 MI (0.2 KM) SOUTHWEST ALONG STATE HWY 81/20
 AE4908'THEN NORTHWEST ALONG STATE HWY 81 FOR 0.15 MI (0.24 KM) TO THE STATION
 AE4908'ON THE RIGHT
 AE4908
 AE4908                          STATION RECOVERY (2006)
 AE4908
 AE4908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4908'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4909 ***********************************************************************
 AE4909  DESIGNATION -  A0043
 AE4909  PID         -  AE4909
 AE4909  STATE/COUNTY-  GA/HENRY
 AE4909  USGS QUAD   -  WORTHVILLE (1985)
 AE4909
 AE4909                         *CURRENT SURVEY CONTROL
 AE4909  ___________________________________________________________________
 AE4909* NAD 83(1994)-  33 25 02.60859(N)    083 59 54.38030(W)     ADJUSTED  
 AE4909* NAVD 88     -       231.3    (meters)     759.     (feet)  GPS OBS   
 AE4909  ___________________________________________________________________
 AE4909  X           -     557,206.912 (meters)                     COMP
 AE4909  Y           -  -5,300,080.576 (meters)                     COMP
 AE4909  Z           -   3,492,801.835 (meters)                     COMP
 AE4909  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AE4909  ELLIP HEIGHT-         202.54  (meters)          (12/11/97) GPS OBS
 AE4909  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AE4909
 AE4909  HORZ ORDER  -  FIRST
 AE4909  ELLP ORDER  -  FOURTH    CLASS I
 AE4909
 AE4909.The horizontal coordinates were established by GPS observations
 AE4909.and adjusted by the National Geodetic Survey in December 1997..
 AE4909
 AE4909.The orthometric height was determined by GPS observations and a
 AE4909.high-resolution geoid model.
 AE4909
 AE4909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4909
 AE4909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4909
 AE4909.The ellipsoidal height was determined by GPS observations
 AE4909.and is referenced to NAD 83.
 AE4909
 AE4909.The geoid height was determined by GEOID03.
 AE4909
 AE4909;                    North         East     Units Scale Factor Converg.
 AE4909;SPC GA W     -   378,901.508   715,645.421   MT  0.99990302   +0 05 33.5
 AE4909;SPC GA W     - 1,243,112.70  2,347,913.35   sFT  0.99990302   +0 05 33.5
 AE4909;UTM  17      - 3,701,580.821   221,174.168   MT  1.00055861   -1 39 08.7
 AE4909;UTM  16      - 3,701,589.204   779,116.258   MT  1.00056061   +1 39 14.9
 AE4909
 AE4909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4909!SPC GA W     -   0.99996820  x   0.99990302  =   0.99987123
 AE4909!UTM  17      -   0.99996820  x   1.00055861  =   1.00052680
 AE4909!UTM  16      -   0.99996820  x   1.00056061  =   1.00052880
 AE4909
 AE4909                          SUPERSEDED SURVEY CONTROL
 AE4909
 AE4909.No superseded survey control is available for this station.
 AE4909
 AE4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2117401581(NAD 83)
 AE4909_MARKER: DD = SURVEY DISK
 AE4909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4909_STAMPING: A0043 1997
 AE4909_MARK LOGO: GA-151
 AE4909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4909+STABILITY: SURFACE MOTION
 AE4909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4909+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4909
 AE4909  HISTORY     - Date     Condition        Report By
 AE4909  HISTORY     - 1997     MONUMENTED       MSI
 AE4909
 AE4909                          STATION DESCRIPTION
 AE4909
 AE4909'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4909'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) EAST-SOUTHEAST OF OLA
 AE4909'AND 4.3 KM (2.65 MI) WEST OF FINCHERVILLE ALONG A ROAD RIGHT OF WAY TO
 AE4909'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4909'20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 6.5 MI (10.5
 AE4909'KM) TO THE JUNCTION WITH KEYS FERRY ROAD.  TURN RIGHT AND PROCEED
 AE4909'SOUTH ON KEYS FERRY ROAD FOR 2.6 MI (4.2 KM) TO THE JUNCTION WITH
 AE4909'SANDY RIDGE ROAD ON THE LEFT AND THE STATION ON THE RIGHT THE STATION
 AE4909'IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4909'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4909'THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE STATION IS
 AE4909'LOCATED 21.5 FT (6.6 M) EAST OF THE CENTERLINE OF FARM ROAD, 16.5 FT
 AE4909'(5.0 M) SOUTH OF THE CENTERLINE OF KEYS FERRY ROAD, 7.5 FT (2.3 M)
 AE4909'NORTHWEST OF A SOUTHERN BELL JUNCTION BOX, AND 1.0 FT (0.3 M) NORTH OF
 AE4909'A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9043 IS 0.3 MI
 AE4909'(0.5 KM) FURTHER EAST ALONG KEYS FERRY ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4910 ***********************************************************************
 AE4910  DESIGNATION -  A0044
 AE4910  PID         -  AE4910
 AE4910  STATE/COUNTY-  GA/HENRY
 AE4910  USGS QUAD   -  OLA (1982)
 AE4910
 AE4910                         *CURRENT SURVEY CONTROL
 AE4910  ___________________________________________________________________
 AE4910* NAD 83(1994)-  33 24 34.37724(N)    084 03 49.63119(W)     ADJUSTED  
 AE4910* NAVD 88     -       232.2    (meters)     762.     (feet)  GPS OBS   
 AE4910  ___________________________________________________________________
 AE4910  X           -     551,211.275 (meters)                     COMP
 AE4910  Y           -  -5,301,189.815 (meters)                     COMP
 AE4910  Z           -   3,492,076.301 (meters)                     COMP
 AE4910  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AE4910  ELLIP HEIGHT-         203.46  (meters)          (12/11/97) GPS OBS
 AE4910  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AE4910
 AE4910  HORZ ORDER  -  FIRST
 AE4910  ELLP ORDER  -  FOURTH    CLASS I
 AE4910
 AE4910.The horizontal coordinates were established by GPS observations
 AE4910.and adjusted by the National Geodetic Survey in December 1997..
 AE4910
 AE4910.The orthometric height was determined by GPS observations and a
 AE4910.high-resolution geoid model.
 AE4910
 AE4910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4910
 AE4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4910
 AE4910.The ellipsoidal height was determined by GPS observations
 AE4910.and is referenced to NAD 83.
 AE4910
 AE4910.The geoid height was determined by GEOID03.
 AE4910
 AE4910;                    North         East     Units Scale Factor Converg.
 AE4910;SPC GA W     -   378,023.901   709,568.868   MT  0.99990113   +0 03 23.9
 AE4910;SPC GA W     - 1,240,233.42  2,327,977.19   sFT  0.99990113   +0 03 23.9
 AE4910;UTM  16      - 3,700,545.693   773,062.012   MT  1.00051938   +1 37 03.9
 AE4910;UTM  17      - 3,700,888.181   215,069.574   MT  1.00060105   -1 41 17.2
 AE4910
 AE4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4910!SPC GA W     -   0.99996806  x   0.99990113  =   0.99986919
 AE4910!UTM  16      -   0.99996806  x   1.00051938  =   1.00048742
 AE4910!UTM  17      -   0.99996806  x   1.00060105  =   1.00056909
 AE4910
 AE4910:                Primary Azimuth Mark                     Grid Az
 AE4910:SPC GA W     -  A9044                                    002 07 43.8
 AE4910:UTM  16      -  A9044                                    000 34 03.8
 AE4910:UTM  17      -  A9044                                    003 52 24.9
 AE4910
 AE4910|---------------------------------------------------------------------|
 AE4910| PID    Reference Object                     Distance      Geod. Az  |
 AE4910|                                                           dddmmss.s |
 AE4910| AE5022 A9044                               451.482 METERS 0021107.7 |
 AE4910|---------------------------------------------------------------------|
 AE4910
 AE4910                          SUPERSEDED SURVEY CONTROL
 AE4910
 AE4910.No superseded survey control is available for this station.
 AE4910
 AE4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7306200546(NAD 83)
 AE4910_MARKER: DD = SURVEY DISK
 AE4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4910_STAMPING: A0044 1997
 AE4910_MARK LOGO: GA-151
 AE4910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4910+STABILITY: SURFACE MOTION
 AE4910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4910+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4910
 AE4910  HISTORY     - Date     Condition        Report By
 AE4910  HISTORY     - 1997     MONUMENTED       MSI
 AE4910
 AE4910                          STATION DESCRIPTION
 AE4910
 AE4910'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4910'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) SOUTHEAST OF MCDONOUGH
 AE4910'AND 3.6 KM (2.25 MI) SOUTHWEST OF OLA ALONG A ROAD RIGHT OF WAY TO
 AE4910'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4910'20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 4.8 MI (7.7 KM)
 AE4910'TO THE JUNCTION WITH NEW HOPE ROAD.  TURN RIGHT AND PROCEED SOUTH ON
 AE4910'NEW HOPE ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH PLANTATION
 AE4910'ROAD.  BEAR RIGHT AND PROCEED SOUTH ON PLANTATION ROAD FOR 1.3 MI (2.1
 AE4910'KM) TO THE STATION ON THE LEFT THE STATION IS A HENRY COUNTY SURVEY
 AE4910'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4910'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4910'IS 0.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED 81.0 FT (24.7 M)
 AE4910'SOUTH OF THE CENTERLINE OF DRIVE LEADING EAST, 70.0 FT (21.3 M)
 AE4910'SOUTHEAST OF THE SOUTH END OF A METAL CULVERT UNDER DRIVE NO 560, 17.0
 AE4910'FT (5.2 M) NORTH OF MAILBOX NO 570, AND 13.2 FT (4.0 M) EAST OF THE
 AE4910'CENTERLINE OF PLANTATION ROAD HENRY COUNTY AZIMUTH MARK A9044 IS 0.4
 AE4910'MI (0.6 KM) NORTH ALONG PLANTATION ROAD ON THE LEFT IN FRONT OF HOUSE
 AE4910'NO 480
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4911 ***********************************************************************
 AE4911  DESIGNATION -  A0045
 AE4911  PID         -  AE4911
 AE4911  STATE/COUNTY-  GA/HENRY
 AE4911  USGS QUAD   -  MC DONOUGH (1981)
 AE4911
 AE4911                         *CURRENT SURVEY CONTROL
 AE4911  ___________________________________________________________________
 AE4911* NAD 83(1994)-  33 25 44.17807(N)    084 10 10.05543(W)     ADJUSTED  
 AE4911* NAVD 88     -       263.9    (meters)     866.     (feet)  GPS OBS   
 AE4911  ___________________________________________________________________
 AE4911  X           -     541,315.453 (meters)                     COMP
 AE4911  Y           -  -5,301,045.321 (meters)                     COMP
 AE4911  Z           -   3,493,888.680 (meters)                     COMP
 AE4911  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE4911  ELLIP HEIGHT-         235.03  (meters)          (12/11/97) GPS OBS
 AE4911  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AE4911
 AE4911  HORZ ORDER  -  FIRST
 AE4911  ELLP ORDER  -  FOURTH    CLASS I
 AE4911
 AE4911.The horizontal coordinates were established by GPS observations
 AE4911.and adjusted by the National Geodetic Survey in December 1997..
 AE4911
 AE4911.The orthometric height was determined by GPS observations and a
 AE4911.high-resolution geoid model.
 AE4911
 AE4911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4911
 AE4911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4911
 AE4911.The ellipsoidal height was determined by GPS observations
 AE4911.and is referenced to NAD 83.
 AE4911
 AE4911.The geoid height was determined by GEOID03.
 AE4911
 AE4911;                    North         East     Units Scale Factor Converg.
 AE4911;SPC GA W     -   380,169.444   699,740.265   MT  0.99990000   -0 00 05.5
 AE4911;SPC GA W     - 1,247,272.58  2,295,731.19   sFT  0.99990000   -0 00 05.5
 AE4911;UTM  16      - 3,702,423.722   763,172.802   MT  1.00045398   +1 33 36.9
 AE4911
 AE4911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4911!SPC GA W     -   0.99996310  x   0.99990000  =   0.99986311
 AE4911!UTM  16      -   0.99996310  x   1.00045398  =   1.00041707
 AE4911
 AE4911:                Primary Azimuth Mark                     Grid Az
 AE4911:SPC GA W     -  A9045                                    169 14 31.8
 AE4911:UTM  16      -  A9045                                    167 40 49.4
 AE4911
 AE4911|---------------------------------------------------------------------|
 AE4911| PID    Reference Object                     Distance      Geod. Az  |
 AE4911|                                                           dddmmss.s |
 AE4911| AE5023 A9045                               429.749 METERS 1691426.3 |
 AE4911|---------------------------------------------------------------------|
 AE4911
 AE4911                          SUPERSEDED SURVEY CONTROL
 AE4911
 AE4911.No superseded survey control is available for this station.
 AE4911
 AE4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6317302424(NAD 83)
 AE4911_MARKER: DD = SURVEY DISK
 AE4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4911_STAMPING: A0045 1997
 AE4911_MARK LOGO: GA-151
 AE4911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4911+STABILITY: SURFACE MOTION
 AE4911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4911+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4911
 AE4911  HISTORY     - Date     Condition        Report By
 AE4911  HISTORY     - 1997     MONUMENTED       MSI
 AE4911
 AE4911                          STATION DESCRIPTION
 AE4911
 AE4911'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4911'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) SOUTHWEST OF MCDONOUGH
 AE4911'IN THE RECLAIMED LANDFILL SITE TO REACH THE STATION FROM THE JUNCTION
 AE4911'OF INTERSTATE 75 AND STATE HWY 81/20 (INTERCHANGE 70 ON I-75) PROCEED
 AE4911'NORTHEAST ON STATE HWY 81/20 FOR 0.9 MI (1.4 KM) TO THE JUNCTION WITH
 AE4911'WEST ASHBURY ROAD AND THE ENTRANCE TO THE RECLAIMED LANDFILL SITE.
 AE4911'TURN RIGHT AND PROCEED SOUTH FOR 0.05 MI (0.08 KM) TO GATE THEN
 AE4911'CONTINUE ALONG ROAD FOR AN ADDITIONAL 0.1 MI (0.2 KM) TO CHECK-IN
 AE4911'POINT.  CONTINUE SOUTH ON ROAD FOR O.3 MI TO STATION IN THE SOUTHEAST
 AE4911'QUADRANT OF A T INTERSECTION FORMED BY THE MAIN GRAVEL ROAD AND A RED
 AE4911'DIRT ROAD LEADING EAST THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4911'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4911'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN
 AE4911'ABOVE GROUND LEVEL. THE STATION IS LOCATED 188.0 FT (57.3 M) EAST OF
 AE4911'GWA NO 5, 37.9 FT (11.6 M) EAST OF THE CENTERLINE OF MAIN GRAVEL ROAD,
 AE4911'34.1 FT (10.4 M) SOUTH OF THE CENTERLINE OF RED DIRT ROAD, AND 1.0 FT
 AE4911'(0.3 M) WEST OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4911'A9045 IS 0.1 MI (0.2 KM) FURTHER SOUTH ALONG MAIN GRAVEL ROAD TO A
 AE4911'GATE, THEN 0.05 MI (0.08 KM) SOUTH ON THE RIGHT AT AN EASTERLY CURVE
 AE4911'IN THE ROAD ALONG A FENCE LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4912 ***********************************************************************
 AE4912  DESIGNATION -  A0046
 AE4912  PID         -  AE4912
 AE4912  STATE/COUNTY-  GA/HENRY
 AE4912  USGS QUAD   -  WORTHVILLE (1985)
 AE4912
 AE4912                         *CURRENT SURVEY CONTROL
 AE4912  ___________________________________________________________________
 AE4912* NAD 83(1994)-  33 25 08.49593(N)    083 58 05.94162(W)     ADJUSTED  
 AE4912* NAVD 88     -       222.8    (meters)     731.     (feet)  GPS OBS   
 AE4912  ___________________________________________________________________
 AE4912  X           -     559,981.991 (meters)                     COMP
 AE4912  Y           -  -5,299,680.604 (meters)                     COMP
 AE4912  Z           -   3,492,948.619 (meters)                     COMP
 AE4912  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AE4912  ELLIP HEIGHT-         194.16  (meters)          (12/11/97) GPS OBS
 AE4912  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AE4912
 AE4912  HORZ ORDER  -  FIRST
 AE4912  ELLP ORDER  -  FOURTH    CLASS I
 AE4912
 AE4912.The horizontal coordinates were established by GPS observations
 AE4912.and adjusted by the National Geodetic Survey in December 1997..
 AE4912
 AE4912.The orthometric height was determined by GPS observations and a
 AE4912.high-resolution geoid model.
 AE4912
 AE4912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4912
 AE4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4912
 AE4912.The ellipsoidal height was determined by GPS observations
 AE4912.and is referenced to NAD 83.
 AE4912
 AE4912.The geoid height was determined by GEOID03.
 AE4912
 AE4912;                    North         East     Units Scale Factor Converg.
 AE4912;SPC GA W     -   379,087.808   718,446.456   MT  0.99990419   +0 06 33.3
 AE4912;SPC GA W     - 1,243,723.92  2,357,103.08   sFT  0.99990419   +0 06 33.3
 AE4912;UTM  17      - 3,701,681.801   223,981.388   MT  1.00053940   -1 38 09.1
 AE4912;UTM  16      - 3,701,851.939   781,913.040   MT  1.00057996   +1 40 15.0
 AE4912
 AE4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4912!SPC GA W     -   0.99996952  x   0.99990419  =   0.99987371
 AE4912!UTM  17      -   0.99996952  x   1.00053940  =   1.00050890
 AE4912!UTM  16      -   0.99996952  x   1.00057996  =   1.00054946
 AE4912
 AE4912                          SUPERSEDED SURVEY CONTROL
 AE4912
 AE4912.No superseded survey control is available for this station.
 AE4912
 AE4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2398101682(NAD 83)
 AE4912_MARKER: DD = SURVEY DISK
 AE4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4912_STAMPING: A0046 1997
 AE4912_MARK LOGO: GA-151
 AE4912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4912+STABILITY: SURFACE MOTION
 AE4912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4912+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4912
 AE4912  HISTORY     - Date     Condition        Report By
 AE4912  HISTORY     - 1997     MONUMENTED       MSI
 AE4912
 AE4912                          STATION DESCRIPTION
 AE4912
 AE4912'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4912'THE STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) EAST-SOUTHEAST OF OLA
 AE4912'AND 1.6 KM (1.00 MI) WEST OF FINCHERVILLE ALONG A ROAD RIGHT OF WAY TO
 AE4912'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4912'20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 6.5 MI (10.5
 AE4912'KM) TO THE JUNCTION WITH KEYS FERRY ROAD.  TURN RIGHT AND PROCEED
 AE4912'SOUTH THEN EAST ON KEYS FERRY ROAD FOR 4.3 MI (6.9 KM) TO THE JUNCTION
 AE4912'WITH JACKSON LAKE ROAD.  TURN LEFT AND PROCEED NORTH ON JACKSON LAKE
 AE4912'ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT THE STATION IS A
 AE4912'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4912'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4912'THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE STATION IS
 AE4912'LOCATED 132 FT (40.2 M) WEST OF THE WEST END OF A CONCRETE CULVERT,
 AE4912'16.0 FT (4.9 M) NORTHWEST OF THE CENTERLINE OF JACKSON LAKE ROAD, 10.0
 AE4912'FT (3.0 M) SOUTHWEST OF A LARGE SQUARE FENCE POST, AND 1.0 FT (0.3 M)
 AE4912'SOUTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9046 IS
 AE4912'0.4 MI (0.6 KM) FURTHER NORTH ALONG JACKSON LAKE ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4913 ***********************************************************************
 AE4913  DESIGNATION -  A0047
 AE4913  PID         -  AE4913
 AE4913  STATE/COUNTY-  GA/HENRY
 AE4913  USGS QUAD   -  HAMPTON (1982)
 AE4913
 AE4913                         *CURRENT SURVEY CONTROL
 AE4913  ___________________________________________________________________
 AE4913* NAD 83(1994)-  33 24 56.18379(N)    084 18 55.40938(W)     ADJUSTED  
 AE4913* NAVD 88     -       280.5    (meters)     920.     (feet)  GPS OBS   
 AE4913  ___________________________________________________________________
 AE4913  X           -     527,894.057 (meters)                     COMP
 AE4913  Y           -  -5,303,231.060 (meters)                     COMP
 AE4913  Z           -   3,492,663.612 (meters)                     COMP
 AE4913  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE4913  ELLIP HEIGHT-         251.57  (meters)          (12/11/97) GPS OBS
 AE4913  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AE4913
 AE4913  HORZ ORDER  -  FIRST
 AE4913  ELLP ORDER  -  FOURTH    CLASS I
 AE4913
 AE4913.The horizontal coordinates were established by GPS observations
 AE4913.and adjusted by the National Geodetic Survey in December 1997..
 AE4913
 AE4913.The orthometric height was determined by GPS observations and a
 AE4913.high-resolution geoid model.
 AE4913
 AE4913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4913
 AE4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4913
 AE4913.The ellipsoidal height was determined by GPS observations
 AE4913.and is referenced to NAD 83.
 AE4913
 AE4913.The geoid height was determined by GEOID03.
 AE4913
 AE4913;                    North         East     Units Scale Factor Converg.
 AE4913;SPC GA W     -   378,700.824   686,168.092   MT  0.99990236   -0 04 54.9
 AE4913;SPC GA W     - 1,242,454.29  2,251,203.15   sFT  0.99990236   -0 04 54.9
 AE4913;UTM  16      - 3,700,584.882   749,638.787   MT  1.00036840   +1 28 45.1
 AE4913
 AE4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4913!SPC GA W     -   0.99996051  x   0.99990236  =   0.99986287
 AE4913!UTM  16      -   0.99996051  x   1.00036840  =   1.00032889
 AE4913
 AE4913                          SUPERSEDED SURVEY CONTROL
 AE4913
 AE4913.No superseded survey control is available for this station.
 AE4913
 AE4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4963900585(NAD 83)
 AE4913_MARKER: DD = SURVEY DISK
 AE4913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4913_STAMPING: A0047 1997
 AE4913_MARK LOGO: GA-151
 AE4913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4913+STABILITY: SURFACE MOTION
 AE4913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4913+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4913
 AE4913  HISTORY     - Date     Condition        Report By
 AE4913  HISTORY     - 1997     MONUMENTED       MSI
 AE4913
 AE4913                          STATION DESCRIPTION
 AE4913
 AE4913'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4913'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) NORTHWEST OF HAMPTON
 AE4913'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4913'STATE HWY 81 AND US HWY 41/19 PROCEED NORTH ON US HWY 41/19 FOR 0.1 MI
 AE4913'(0.2 KM) TO THE STATION ON THE LEFT IN THE GRASS MEDIAN THE STATION IS
 AE4913'A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4913'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4913'THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS
 AE4913'LOCATED 54.3 FT (16.6 M) EAST OF A ROAD SIGN, 23.1 FT (7.0 M) WEST OF
 AE4913'THE EDGE OF THE NORTHBOUND TRAVEL LANE, 15.3 FT (4.7 M) EAST OF THE
 AE4913'EDGE OF THE SOUTHBOUND TRAVEL LANE, AND 1.0 FT (0.3 M) NORTH OF A
 AE4913'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9047 IS 0.7 MI (1.1
 AE4913'KM) FURTHER NORTH ALONG US HWY 41/19 ON THE LEFT IN THE GRASS MEDIAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4914 ***********************************************************************
 AE4914  DESIGNATION -  A0048
 AE4914  PID         -  AE4914
 AE4914  STATE/COUNTY-  GA/HENRY
 AE4914  USGS QUAD   -  MC DONOUGH (1981)
 AE4914
 AE4914                         *CURRENT SURVEY CONTROL
 AE4914  ___________________________________________________________________
 AE4914* NAD 83(1994)-  33 24 21.67382(N)    084 12 55.43210(W)     ADJUSTED  
 AE4914* NAVD 88     -       279.1    (meters)     916.     (feet)  GPS OBS   
 AE4914  ___________________________________________________________________
 AE4914  X           -     537,207.449 (meters)                     COMP
 AE4914  Y           -  -5,302,883.109 (meters)                     COMP
 AE4914  Z           -   3,491,775.357 (meters)                     COMP
 AE4914  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AE4914  ELLIP HEIGHT-         250.28  (meters)          (12/11/97) GPS OBS
 AE4914  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AE4914
 AE4914  HORZ ORDER  -  FIRST
 AE4914  ELLP ORDER  -  FOURTH    CLASS I
 AE4914
 AE4914.The horizontal coordinates were established by GPS observations
 AE4914.and adjusted by the National Geodetic Survey in December 1997..
 AE4914
 AE4914.The orthometric height was determined by GPS observations and a
 AE4914.high-resolution geoid model.
 AE4914
 AE4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4914
 AE4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4914
 AE4914.The ellipsoidal height was determined by GPS observations
 AE4914.and is referenced to NAD 83.
 AE4914
 AE4914.The geoid height was determined by GEOID03.
 AE4914
 AE4914;                    North         East     Units Scale Factor Converg.
 AE4914;SPC GA W     -   377,628.893   695,467.345   MT  0.99990025   -0 01 36.6
 AE4914;SPC GA W     - 1,238,937.46  2,281,712.45   sFT  0.99990025   -0 01 36.6
 AE4914;UTM  16      - 3,699,766.258   758,968.417   MT  1.00042691   +1 32 02.3
 AE4914
 AE4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4914!SPC GA W     -   0.99996071  x   0.99990025  =   0.99986096
 AE4914!UTM  16      -   0.99996071  x   1.00042691  =   1.00038760
 AE4914
 AE4914:                Primary Azimuth Mark                     Grid Az
 AE4914:SPC GA W     -  A9048                                    055 43 39.0
 AE4914:UTM  16      -  A9048                                    054 10 00.1
 AE4914
 AE4914|---------------------------------------------------------------------|
 AE4914| PID    Reference Object                     Distance      Geod. Az  |
 AE4914|                                                           dddmmss.s |
 AE4914| AE5026 A9048                               APPROX. 0.5 KM 0554202.4 |
 AE4914|---------------------------------------------------------------------|
 AE4914
 AE4914                          SUPERSEDED SURVEY CONTROL
 AE4914
 AE4914.No superseded survey control is available for this station.
 AE4914
 AE4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5896899766(NAD 83)
 AE4914_MARKER: DD = SURVEY DISK
 AE4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4914_STAMPING: A0048 1997
 AE4914_MARK LOGO: GA-151
 AE4914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4914+STABILITY: SURFACE MOTION
 AE4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4914+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4914
 AE4914  HISTORY     - Date     Condition        Report By
 AE4914  HISTORY     - 1997     MONUMENTED       MSI
 AE4914
 AE4914                          STATION DESCRIPTION
 AE4914
 AE4914'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4914'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) SOUTHWEST OF MCDONOUGH
 AE4914'AND 6.7 KM (4.15 MI) EAST-NORTHEAST OF HAMPTON ALONG A ROAD RIGHT OF
 AE4914'WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 AE4914'HWY 20 (INTERCHANGE 70 ON I-75) PROCEED SOUTHWEST ON STATE HWY 20 FOR
 AE4914'2.35 MI (3.78 KM) TO THE JUNCTION WITH SIMPSON MILL ROAD AND THE
 AE4914'STATION ON THE LEFT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION THE
 AE4914'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4914'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4914'(0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE
 AE4914'STATION IS LOCATED 59.0 FT (18.0 M) EAST OF THE CENTERLINE OF SIMPSON
 AE4914'MILL ROAD, 40.5 FT (12.3 M) NORTH OF A CORNER FENCE POST, 17.7 FT (5.4
 AE4914'M) SOUTH OF THE CENTERLINE OF STATE HWY 20, AND 1.0 FT (0.3 M) NORTH
 AE4914'OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9048 IS 0.3 MI
 AE4914'(0.5 KM) NORTHEAST ALONG STATE HWY 20 ON THE RIGHT OPPOSITE A GATED
 AE4914'DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4915 ***********************************************************************
 AE4915  DESIGNATION -  A0049
 AE4915  PID         -  AE4915
 AE4915  STATE/COUNTY-  GA/HENRY
 AE4915  USGS QUAD   -  HAMPTON (1982)
 AE4915
 AE4915                         *CURRENT SURVEY CONTROL
 AE4915  ___________________________________________________________________
 AE4915* NAD 83(1994)-  33 24 11.73841(N)    084 19 37.64190(W)     ADJUSTED  
 AE4915* NAVD 88     -       272.8    (meters)     895.     (feet)  GPS OBS   
 AE4915  ___________________________________________________________________
 AE4915  X           -     526,882.109 (meters)                     COMP
 AE4915  Y           -  -5,304,082.917 (meters)                     COMP
 AE4915  Z           -   3,491,516.270 (meters)                     COMP
 AE4915  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AE4915  ELLIP HEIGHT-         243.84  (meters)          (12/11/97) GPS OBS
 AE4915  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AE4915
 AE4915  HORZ ORDER  -  FIRST
 AE4915  ELLP ORDER  -  FOURTH    CLASS I
 AE4915
 AE4915.The horizontal coordinates were established by GPS observations
 AE4915.and adjusted by the National Geodetic Survey in December 1997..
 AE4915
 AE4915.The orthometric height was determined by GPS observations and a
 AE4915.high-resolution geoid model.
 AE4915
 AE4915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4915
 AE4915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4915
 AE4915.The ellipsoidal height was determined by GPS observations
 AE4915.and is referenced to NAD 83.
 AE4915
 AE4915.The geoid height was determined by GEOID03.
 AE4915
 AE4915;                    North         East     Units Scale Factor Converg.
 AE4915;SPC GA W     -   377,333.270   685,074.934   MT  0.99990275   -0 05 18.0
 AE4915;SPC GA W     - 1,237,967.57  2,247,616.68   sFT  0.99990275   -0 05 18.0
 AE4915;UTM  16      - 3,699,187.413   748,582.796   MT  1.00036191   +1 28 20.1
 AE4915
 AE4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4915!SPC GA W     -   0.99996172  x   0.99990275  =   0.99986447
 AE4915!UTM  16      -   0.99996172  x   1.00036191  =   1.00032362
 AE4915
 AE4915:                Primary Azimuth Mark                     Grid Az
 AE4915:SPC GA W     -  A9049                                    270 30 36.5
 AE4915:UTM  16      -  A9049                                    268 56 58.4
 AE4915
 AE4915|---------------------------------------------------------------------|
 AE4915| PID    Reference Object                     Distance      Geod. Az  |
 AE4915|                                                           dddmmss.s |
 AE4915| AE5027 A9049                               446.810 METERS 2702518.5 |
 AE4915|---------------------------------------------------------------------|
 AE4915
 AE4915                          SUPERSEDED SURVEY CONTROL
 AE4915
 AE4915.No superseded survey control is available for this station.
 AE4915
 AE4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4858399187(NAD 83)
 AE4915_MARKER: DD = SURVEY DISK
 AE4915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4915_STAMPING: A0049 1997
 AE4915_MARK LOGO: GA-151
 AE4915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4915+STABILITY: SURFACE MOTION
 AE4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4915+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4915
 AE4915  HISTORY     - Date     Condition        Report By
 AE4915  HISTORY     - 1997     MONUMENTED       MSI
 AE4915
 AE4915                          STATION DESCRIPTION
 AE4915
 AE4915'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4915'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST-NORTHWEST OF
 AE4915'HAMPTON ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4915'JUNCTION OF STATE HWY 81, US HWY 41/19 AND LOVEJOY ROAD PROCEED
 AE4915'SOUTHWEST THEN WEST ON LOVEJOY ROAD FOR 1.0 MI (1.6 KM) TO THE STATION
 AE4915'ON THE LEFT JUST WEST OF THE JUNCTION WITH A ROAD LEADING SOUTH TO
 AE4915'TARA FIELD THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP
 AE4915'OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A
 AE4915'DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE
 AE4915'GROUND. THE STATION IS LOCATED 80.7 FT (24.6 M) WEST OF THE CENTERLINE
 AE4915'OF THE ROAD LEADING SOUTH, 61.8 FT (18.8 M) WEST OF A POWER POLE, 18.4
 AE4915'FT (5.6 M) SOUTH OF THE CENTERLINE OF LOVEJOY ROAD, AND 1.0 FT (0.3 M)
 AE4915'NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9049 IS
 AE4915'0.25 MI (0.40 KM) FURTHER WEST ALONG LOVEJOY ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4916 ***********************************************************************
 AE4916  DESIGNATION -  A0050
 AE4916  PID         -  AE4916
 AE4916  STATE/COUNTY-  GA/HENRY
 AE4916  USGS QUAD   -  MC DONOUGH (1981)
 AE4916
 AE4916                         *CURRENT SURVEY CONTROL
 AE4916  ___________________________________________________________________
 AE4916* NAD 83(1994)-  33 24 07.07030(N)    084 08 24.26185(W)     ADJUSTED  
 AE4916* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 AE4916  ___________________________________________________________________
 AE4916  X           -     544,203.252 (meters)                     COMP
 AE4916  Y           -  -5,302,413.182 (meters)                     COMP
 AE4916  Z           -   3,491,396.097 (meters)                     COMP
 AE4916  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AE4916  ELLIP HEIGHT-         243.65  (meters)          (12/11/97) GPS OBS
 AE4916  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AE4916
 AE4916  HORZ ORDER  -  FIRST
 AE4916  ELLP ORDER  -  FOURTH    CLASS I
 AE4916
 AE4916.The horizontal coordinates were established by GPS observations
 AE4916.and adjusted by the National Geodetic Survey in December 1997..
 AE4916
 AE4916.The orthometric height was determined by GPS observations and a
 AE4916.high-resolution geoid model.
 AE4916
 AE4916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4916
 AE4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4916
 AE4916.The ellipsoidal height was determined by GPS observations
 AE4916.and is referenced to NAD 83.
 AE4916
 AE4916.The geoid height was determined by GEOID03.
 AE4916
 AE4916;                    North         East     Units Scale Factor Converg.
 AE4916;SPC GA W     -   377,178.276   702,473.710   MT  0.99990008   +0 00 52.7
 AE4916;SPC GA W     - 1,237,459.06  2,304,699.16   sFT  0.99990008   +0 00 52.7
 AE4916;UTM  16      - 3,699,506.497   765,988.313   MT  1.00047236   +1 34 31.2
 AE4916
 AE4916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4916!SPC GA W     -   0.99996175  x   0.99990008  =   0.99986183
 AE4916!UTM  16      -   0.99996175  x   1.00047236  =   1.00043409
 AE4916
 AE4916                          SUPERSEDED SURVEY CONTROL
 AE4916
 AE4916.No superseded survey control is available for this station.
 AE4916
 AE4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6598899506(NAD 83)
 AE4916_MARKER: DD = SURVEY DISK
 AE4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4916_STAMPING: A0050 1997
 AE4916_MARK LOGO: GA-151
 AE4916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4916+STABILITY: SURFACE MOTION
 AE4916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4916+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4916
 AE4916  HISTORY     - Date     Condition        Report By
 AE4916  HISTORY     - 1997     MONUMENTED       MSI
 AE4916  HISTORY     - 20060522 MARK NOT FOUND   INDIV
 AE4916
 AE4916                          STATION DESCRIPTION
 AE4916
 AE4916'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4916'THE STATION IS LOCATED ABOUT 13.3 KM (8.25 MI) EAST OF HAMPTON AND 5.4
 AE4916'KM (3.35 MI) SOUTH OF MCDONOUGH ALONG A ROAD RIGHT OF WAY TO REACH THE
 AE4916'STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE HWY 155
 AE4916'(INTERCHANGE 69 ON I-75) PROCEED NORTHEAST ON STATE HWY 155 FOR 1.6 MI
 AE4916'(2.6 KM) TO THE JUNCTION WITH US HWY 23 (STATE HWY 42) .  TURN RIGHT
 AE4916'AND PROCEED SOUTH ON US HWY 23 FOR 1.7 MI (2.7 KM) TO THE JUNCTION
 AE4916'WITH KING MILL ROAD WEST AND THE STATION ON THE RIGHT IN THE SOUTHWEST
 AE4916'QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4916'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4916'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4916'FLUSH WITH THE GROUND. THE STATION IS LOCATED 67.5 FT (20.6 M)
 AE4916'SOUTHEAST OF A POWER POLE, 46.0 FT (14.0 M) NORTHEAST OF A FIRE
 AE4916'HYDRANT, 13.5 FT (4.1 M) WEST OF THE WEST EDGE OF PAVEMENT ON US HWY
 AE4916'23, AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST HENRY COUNTY
 AE4916'AZIMUTH MARK A9050 IS 0.4 MI (0.6 KM) FURTHER SOUTH ALONG US HWY 23 ON
 AE4916'THE RIGHT OPPOSITE A DIRT TRACK LEADING NORTHEAST
 AE4916
 AE4916                          STATION RECOVERY (2006)
 AE4916
 AE4916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4916'MARK NOT FOUND,NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4917 ***********************************************************************
 AE4917  DESIGNATION -  A0051
 AE4917  PID         -  AE4917
 AE4917  STATE/COUNTY-  GA/HENRY
 AE4917  USGS QUAD   -  OLA (1982)
 AE4917
 AE4917                         *CURRENT SURVEY CONTROL
 AE4917  ___________________________________________________________________
 AE4917* NAD 83(1994)-  33 23 32.81514(N)    084 07 10.90537(W)     ADJUSTED  
 AE4917* NAVD 88     -       257.3    (meters)     844.     (feet)  GPS OBS   
 AE4917  ___________________________________________________________________
 AE4917  X           -     546,147.206 (meters)                     COMP
 AE4917  Y           -  -5,302,784.650 (meters)                     COMP
 AE4917  Z           -   3,490,506.666 (meters)                     COMP
 AE4917  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AE4917  ELLIP HEIGHT-         228.56  (meters)          (12/11/97) GPS OBS
 AE4917  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AE4917
 AE4917  HORZ ORDER  -  FIRST
 AE4917  ELLP ORDER  -  FOURTH    CLASS I
 AE4917
 AE4917.The horizontal coordinates were established by GPS observations
 AE4917.and adjusted by the National Geodetic Survey in December 1997..
 AE4917
 AE4917.The orthometric height was determined by GPS observations and a
 AE4917.high-resolution geoid model.
 AE4917
 AE4917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4917
 AE4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4917
 AE4917.The ellipsoidal height was determined by GPS observations
 AE4917.and is referenced to NAD 83.
 AE4917
 AE4917.The geoid height was determined by GEOID03.
 AE4917
 AE4917;                    North         East     Units Scale Factor Converg.
 AE4917;SPC GA W     -   376,123.692   704,369.593   MT  0.99990024   +0 01 33.1
 AE4917;SPC GA W     - 1,233,999.15  2,310,919.24   sFT  0.99990024   +0 01 33.1
 AE4917;UTM  16      - 3,698,503.354   767,913.324   MT  1.00048504   +1 35 10.2
 AE4917
 AE4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4917!SPC GA W     -   0.99996412  x   0.99990024  =   0.99986436
 AE4917!UTM  16      -   0.99996412  x   1.00048504  =   1.00044914
 AE4917
 AE4917:                Primary Azimuth Mark                     Grid Az
 AE4917:SPC GA W     -  A9051                                    095 27 08.9
 AE4917:UTM  16      -  A9051                                    093 53 31.8
 AE4917
 AE4917|---------------------------------------------------------------------|
 AE4917| PID    Reference Object                     Distance      Geod. Az  |
 AE4917|                                                           dddmmss.s |
 AE4917| AE5029 A9051                               433.426 METERS 0952842.0 |
 AE4917|---------------------------------------------------------------------|
 AE4917
 AE4917                          SUPERSEDED SURVEY CONTROL
 AE4917
 AE4917.No superseded survey control is available for this station.
 AE4917
 AE4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6791398503(NAD 83)
 AE4917_MARKER: DD = SURVEY DISK
 AE4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4917_STAMPING: A0051 1997
 AE4917_MARK LOGO: GA-151
 AE4917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4917+STABILITY: SURFACE MOTION
 AE4917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4917+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4917
 AE4917  HISTORY     - Date     Condition        Report By
 AE4917  HISTORY     - 1997     MONUMENTED       MSI
 AE4917  HISTORY     - 20060522 MARK NOT FOUND   INDIV
 AE4917
 AE4917                          STATION DESCRIPTION
 AE4917
 AE4917'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4917'THE STATION IS LOCATED ABOUT 15.1 KM (9.40 MI) EAST OF HAMPTON AND 6.5
 AE4917'KM (4.05 MI) SOUTH-SOUTHEAST OF MCDONOUGH ALONG A ROAD RIGHT OF WAY TO
 AE4917'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE HWY 155
 AE4917'(INTERCHANGE 69 ON I-75) PROCEED NORTHEAST ON STATE HWY 155 FOR 1.6 MI
 AE4917'(2.6 KM) TO THE JUNCTION WITH US HWY 23 (STATE HWY 42) .  TURN RIGHT
 AE4917'AND PROCEED SOUTH ON US HWY 23 FOR 2.9 MI (4.7 KM) TO THE JUNCTION
 AE4917'WITH HARRIS DRIVE.  TURN LEFT AND PROCEED EAST ON HARRIS DRIVE FOR
 AE4917'0.45 MI (0.72 KM) TO THE JUNCTION WITH IRIS LAKE ROAD. TURN LEFT AND
 AE4917'PROCEED NORTHEAST ON IRIS LAKE ROAD FOR 0.5 MI (0.8 KM) TO THE STATION
 AE4917'ON THE LEFT JUST NORTH OF THE JUNCTION WITH COAN ROAD THE STATION IS A
 AE4917'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4917'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4917'THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS
 AE4917'LOCATED 80.0 FT (24.4 M) NORTH OF POWER POLE NO 65A, 12.7 FT (3.9 M)
 AE4917'WEST OF THE CENTERLINE OF IRIS LAKE ROAD, 8.5 FT (2.6 M) EAST OF A
 AE4917'FENCE LINE, AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST HENRY
 AE4917'COUNTY AZIMUTH MARK A9051 IS 0.25 MI (0.40 KM) EAST ALONG COAN ROAD ON
 AE4917'THE RIGHT OPPOSITE DRIVE TO HOUSE NO 107
 AE4917
 AE4917                          STATION RECOVERY (2006)
 AE4917
 AE4917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4917'MARK NOT FOUND,NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4918 ***********************************************************************
 AE4918  DESIGNATION -  A0052
 AE4918  PID         -  AE4918
 AE4918  STATE/COUNTY-  GA/HENRY
 AE4918  USGS QUAD   -  OLA (1982)
 AE4918
 AE4918                         *CURRENT SURVEY CONTROL
 AE4918  ___________________________________________________________________
 AE4918* NAD 83(1994)-  33 23 24.01116(N)    084 01 23.77510(W)     ADJUSTED  
 AE4918* NAVD 88     -       225.5    (meters)     740.     (feet)  GPS OBS   
 AE4918  ___________________________________________________________________
 AE4918  X           -     555,083.460 (meters)                     COMP
 AE4918  Y           -  -5,301,980.175 (meters)                     COMP
 AE4918  Z           -   3,490,262.756 (meters)                     COMP
 AE4918  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AE4918  ELLIP HEIGHT-         196.88  (meters)          (12/11/97) GPS OBS
 AE4918  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AE4918
 AE4918  HORZ ORDER  -  FIRST
 AE4918  ELLP ORDER  -  FOURTH    CLASS I
 AE4918
 AE4918.The horizontal coordinates were established by GPS observations
 AE4918.and adjusted by the National Geodetic Survey in December 1997..
 AE4918
 AE4918.The orthometric height was determined by GPS observations and a
 AE4918.high-resolution geoid model.
 AE4918
 AE4918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4918
 AE4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4918
 AE4918.The ellipsoidal height was determined by GPS observations
 AE4918.and is referenced to NAD 83.
 AE4918
 AE4918.The geoid height was determined by GEOID03.
 AE4918
 AE4918;                    North         East     Units Scale Factor Converg.
 AE4918;SPC GA W     -   375,860.681   713,340.202   MT  0.99990219   +0 04 44.1
 AE4918;SPC GA W     - 1,233,136.25  2,340,350.31   sFT  0.99990219   +0 04 44.1
 AE4918;UTM  16      - 3,698,484.694   776,893.280   MT  1.00054537   +1 38 21.3
 AE4918;UTM  17      - 3,698,609.605   218,775.858   MT  1.00057518   -1 39 53.7
 AE4918
 AE4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4918!SPC GA W     -   0.99996909  x   0.99990219  =   0.99987128
 AE4918!UTM  16      -   0.99996909  x   1.00054537  =   1.00051445
 AE4918!UTM  17      -   0.99996909  x   1.00057518  =   1.00054425
 AE4918
 AE4918|---------------------------------------------------------------------|
 AE4918| PID    Reference Object                     Distance      Geod. Az  |
 AE4918|                                                           dddmmss.s |
 AE4918| AE5030 A9052                               361.512 METERS 04744     |
 AE4918|---------------------------------------------------------------------|
 AE4918
 AE4918                          SUPERSEDED SURVEY CONTROL
 AE4918
 AE4918.No superseded survey control is available for this station.
 AE4918
 AE4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7689398485(NAD 83)
 AE4918_MARKER: DD = SURVEY DISK
 AE4918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4918_STAMPING: A0052 1997
 AE4918_MARK LOGO: GA-151
 AE4918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4918+STABILITY: SURFACE MOTION
 AE4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4918+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4918
 AE4918  HISTORY     - Date     Condition        Report By
 AE4918  HISTORY     - 1997     MONUMENTED       MSI
 AE4918
 AE4918                          STATION DESCRIPTION
 AE4918
 AE4918'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4918'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) SOUTHEAST OF MCDONOUGH
 AE4918'AND 3.6 KM (2.25 MI) SOUTHWEST OF OLA ALONG A ROAD RIGHT OF WAY TO
 AE4918'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4918'20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 4.8 MI (7.7 KM)
 AE4918'TO THE JUNCTION WITH NEW HOPE ROAD.  TURN RIGHT AND PROCEED SOUTH ON
 AE4918'NEW HOPE ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH PLANTATION
 AE4918'ROAD.  BEAR LEFT AND CONTINUE SOUTHEAST ON NEW HOPE ROAD FOR 2.45 MI
 AE4918'(3.94 KM) TO THE Y JUNCTION WITH DODGE ROAD.  TURN RIGHT AND PROCEED
 AE4918'SOUTH ON DODGE ROAD FOR 0.1 MI (0.2 KM) TO THE T JUNCTION WITH LEGUIN
 AE4918'MILL ROAD.  TURN RIGHT AND PROCEED SOUTHWEST ON LEGUIN MILL ROAD FOR
 AE4918'0.1 MI (0.2 KM) TO THE STATION ON THE LEFT THE STATION IS A HENRY
 AE4918'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4918'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4918'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 323
 AE4918'FT (98.5 M) NORTHEAST OF A FIRE HYDRANT, 283 FT (86.3 M) SOUTHWEST OF
 AE4918'THE CENTERLINE OF DRIVE TO HOUSE NO 3064, 18.7 FT (5.7 M) SOUTHEAST OF
 AE4918'THE CENTERLINE OF LEGUIN MILL ROAD, AND 1.0 FT (0.3 M) NORTHWEST OF A
 AE4918'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9052 IS 0.2 MI (0.3
 AE4918'KM) NORTHEAST ALONG LEGUIN MILL ROAD NORTHEAST OF THE T JUNCTION WITH
 AE4918'NEW HOPE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4919 ***********************************************************************
 AE4919  DESIGNATION -  A0053
 AE4919  PID         -  AE4919
 AE4919  STATE/COUNTY-  GA/HENRY
 AE4919  USGS QUAD   -  WORTHVILLE (1985)
 AE4919
 AE4919                         *CURRENT SURVEY CONTROL
 AE4919  ___________________________________________________________________
 AE4919* NAD 83(1994)-  33 23 13.43044(N)    083 59 20.29816(W)     ADJUSTED  
 AE4919* NAVD 88     -       208.4    (meters)     684.     (feet)  GPS OBS   
 AE4919  ___________________________________________________________________
 AE4919  X           -     558,274.597 (meters)                     COMP
 AE4919  Y           -  -5,301,811.185 (meters)                     COMP
 AE4919  Z           -   3,489,981.187 (meters)                     COMP
 AE4919  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AE4919  ELLIP HEIGHT-         179.83  (meters)          (12/11/97) GPS OBS
 AE4919  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AE4919
 AE4919  HORZ ORDER  -  FIRST
 AE4919  ELLP ORDER  -  FOURTH    CLASS I
 AE4919
 AE4919.The horizontal coordinates were established by GPS observations
 AE4919.and adjusted by the National Geodetic Survey in December 1997..
 AE4919
 AE4919.The orthometric height was determined by GPS observations and a
 AE4919.high-resolution geoid model.
 AE4919
 AE4919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4919
 AE4919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4919
 AE4919.The ellipsoidal height was determined by GPS observations
 AE4919.and is referenced to NAD 83.
 AE4919
 AE4919.The geoid height was determined by GEOID03.
 AE4919
 AE4919;                    North         East     Units Scale Factor Converg.
 AE4919;SPC GA W     -   375,539.655   716,531.634   MT  0.99990337   +0 05 52.0
 AE4919;SPC GA W     - 1,232,083.02  2,350,820.87   sFT  0.99990337   +0 05 52.0
 AE4919;UTM  17      - 3,698,191.339   221,958.147   MT  1.00055323   -1 38 45.1
 AE4919;UTM  16      - 3,698,250.533   780,094.361   MT  1.00056736   +1 39 28.9
 AE4919
 AE4919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4919!SPC GA W     -   0.99997177  x   0.99990337  =   0.99987514
 AE4919!UTM  17      -   0.99997177  x   1.00055323  =   1.00052498
 AE4919!UTM  16      -   0.99997177  x   1.00056736  =   1.00053911
 AE4919
 AE4919:                Primary Azimuth Mark                     Grid Az
 AE4919:SPC GA W     -  A9053                                    003 31 09.9
 AE4919:UTM  17      -  A9053                                    005 15 47.0
 AE4919:UTM  16      -  A9053                                    001 57 33.0
 AE4919
 AE4919|---------------------------------------------------------------------|
 AE4919| PID    Reference Object                     Distance      Geod. Az  |
 AE4919|                                                           dddmmss.s |
 AE4919| AE5031 A9053                               485.038 METERS 0033701.9 |
 AE4919|---------------------------------------------------------------------|
 AE4919
 AE4919                          SUPERSEDED SURVEY CONTROL
 AE4919
 AE4919.No superseded survey control is available for this station.
 AE4919
 AE4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2195898191(NAD 83)
 AE4919_MARKER: DD = SURVEY DISK
 AE4919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4919_STAMPING: A0053 1997
 AE4919_MARK LOGO: GA-151
 AE4919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4919+STABILITY: SURFACE MOTION
 AE4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4919+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4919
 AE4919  HISTORY     - Date     Condition        Report By
 AE4919  HISTORY     - 1997     MONUMENTED       MSI
 AE4919
 AE4919                          STATION DESCRIPTION
 AE4919
 AE4919'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4919'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) SOUTHEAST OF OLA AND 4.0
 AE4919'KM (2.50 MI) SOUTHWEST OF FINCHERVILLE ALONG A ROAD RIGHT OF WAY TO
 AE4919'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4919'20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 6.5 MI (10.5
 AE4919'KM) TO THE JUNCTION WITH KEYS FERRY ROAD.  TURN RIGHT AND PROCEED
 AE4919'SOUTH ON KEYS FERRY ROAD FOR 3.5 MI (5.6 KM) TO THE JUNCTION WITH
 AE4919'STROUD ROAD.  TURN RIGHT AND PROCEED SOUTH ON STROUD ROAD FOR 0.7 MI
 AE4919'(1.1 KM) TO THE JUNCTION WITH MOCCASIN GAP ROAD.  TURN RIGHT AND
 AE4919'PROCEED SOUTH ON MOCCASIN GAP ROAD FOR 1.4 MI (2.3 KM) TO THE STATION
 AE4919'ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE
 AE4919'TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET
 AE4919'TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH
 AE4919'THE GROUND. THE STATION IS LOCATED 84.6 FT (25.8 M) SOUTHWEST OF A
 AE4919'LARGE WOODEN FENCE POST, 15.8 FT (4.8 M) WEST OF THE CENTERLINE OF
 AE4919'MOCCASIN GAP ROAD, 11.5 FT (3.5 M) EAST OF A POWER POLE, AND 1.0 FT
 AE4919'(0.3 M) EAST OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4919'A9053 IS 0.3 MI (0.5 KM) NORTH ALONG MOCCASIN GAP ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4920 ***********************************************************************
 AE4920  DESIGNATION -  A0054
 AE4920  PID         -  AE4920
 AE4920  STATE/COUNTY-  GA/HENRY
 AE4920  USGS QUAD   -  HAMPTON (1982)
 AE4920
 AE4920                         *CURRENT SURVEY CONTROL
 AE4920  ___________________________________________________________________
 AE4920* NAD 83(1994)-  33 22 53.74040(N)    084 18 07.40489(W)     ADJUSTED  
 AE4920* NAVD 88     -       261.3    (meters)     857.     (feet)  GPS OBS   
 AE4920  ___________________________________________________________________
 AE4920  X           -     529,332.860 (meters)                     COMP
 AE4920  Y           -  -5,305,158.470 (meters)                     COMP
 AE4920  Z           -   3,489,503.567 (meters)                     COMP
 AE4920  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AE4920  ELLIP HEIGHT-         232.40  (meters)          (12/11/97) GPS OBS
 AE4920  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AE4920
 AE4920  HORZ ORDER  -  FIRST
 AE4920  ELLP ORDER  -  FOURTH    CLASS I
 AE4920
 AE4920.The horizontal coordinates were established by GPS observations
 AE4920.and adjusted by the National Geodetic Survey in December 1997..
 AE4920
 AE4920.The orthometric height was determined by GPS observations and a
 AE4920.high-resolution geoid model.
 AE4920
 AE4920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4920
 AE4920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4920
 AE4920.The ellipsoidal height was determined by GPS observations
 AE4920.and is referenced to NAD 83.
 AE4920
 AE4920.The geoid height was determined by GEOID03.
 AE4920
 AE4920;                    North         East     Units Scale Factor Converg.
 AE4920;SPC GA W     -   374,927.173   687,403.348   MT  0.99990196   -0 04 28.2
 AE4920;SPC GA W     - 1,230,073.57  2,255,255.82   sFT  0.99990196   -0 04 28.2
 AE4920;UTM  16      - 3,696,844.509   750,976.974   MT  1.00037666   +1 29 06.8
 AE4920
 AE4920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4920!SPC GA W     -   0.99996352  x   0.99990196  =   0.99986548
 AE4920!UTM  16      -   0.99996352  x   1.00037666  =   1.00034016
 AE4920
 AE4920:                Primary Azimuth Mark                     Grid Az
 AE4920:SPC GA W     -  A9054                                    272 34 15.0
 AE4920:UTM  16      -  A9054                                    271 00 40.0
 AE4920
 AE4920|---------------------------------------------------------------------|
 AE4920| PID    Reference Object                     Distance      Geod. Az  |
 AE4920|                                                           dddmmss.s |
 AE4920| AE5032 A9054                               APPROX. 0.5 KM 2722946.8 |
 AE4920|---------------------------------------------------------------------|
 AE4920
 AE4920                          SUPERSEDED SURVEY CONTROL
 AE4920
 AE4920.No superseded survey control is available for this station.
 AE4920
 AE4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5097796845(NAD 83)
 AE4920_MARKER: DD = SURVEY DISK
 AE4920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4920_STAMPING: A0054 1997
 AE4920_MARK LOGO: GA-151
 AE4920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4920+STABILITY: SURFACE MOTION
 AE4920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4920+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4920
 AE4920  HISTORY     - Date     Condition        Report By
 AE4920  HISTORY     - 1997     MONUMENTED       MSI
 AE4920
 AE4920                          STATION DESCRIPTION
 AE4920
 AE4920'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4920'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) WEST-SOUTHWEST OF
 AE4920'HAMPTON ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4920'JUNCTION OF STATE HWY 20 WEST AND THE OLD DIXIE HWY IN HAMPTON PROCEED
 AE4920'WEST ON STATE HWY 20 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH US HWY
 AE4920'19/41.  CROSS US HWY 19/41 ON STATE HWY 20 (NOW RICHARD PETTY BLVD) TO
 AE4920'THE STATION ON THE RIGHT NORTH OF A BILLBOARD SIGN THE STATION IS A
 AE4920'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4920'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4920'THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS
 AE4920'LOCATED 53.5 FT (16.3 M) NORTHEAST OF A BILLBOARD SIGN, 30.9 FT (9.4
 AE4920'M) NORTH OF A ROAD SIGN, 21.2 FT (6.5 M) WEST OF THE EDGE OF THE RIGHT
 AE4920'TURN LANE ON US HWY 19/41 SOUTHBOUND, AND 1.0 FT (0.3 M) EAST OF A
 AE4920'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9054 IS 0.35 MI
 AE4920'(0.56 KM) FURTHER WEST ALONG RICHARD PETTY BLVD ON THE RIGHT JUST WEST
 AE4920'OF THE JUNCTION WITH TURNIPSEED ROAD (ENTRANCE G TO THE ATLANTA MOTOR
 AE4920'SPEEDWAY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4921 ***********************************************************************
 AE4921  DESIGNATION -  A0055
 AE4921  PID         -  AE4921
 AE4921  STATE/COUNTY-  GA/HENRY
 AE4921  USGS QUAD   -  HAMPTON (1982)
 AE4921
 AE4921                         *CURRENT SURVEY CONTROL
 AE4921  ___________________________________________________________________
 AE4921* NAD 83(1994)-  33 23 04.02208(N)    084 15 59.78073(W)     ADJUSTED  
 AE4921* NAVD 88     -       260.3    (meters)     854.     (feet)  GPS OBS   
 AE4921  ___________________________________________________________________
 AE4921  X           -     532,597.779 (meters)                     COMP
 AE4921  Y           -  -5,304,655.734 (meters)                     COMP
 AE4921  Z           -   3,489,767.567 (meters)                     COMP
 AE4921  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AE4921  ELLIP HEIGHT-         231.47  (meters)          (12/11/97) GPS OBS
 AE4921  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AE4921
 AE4921  HORZ ORDER  -  FIRST
 AE4921  ELLP ORDER  -  FOURTH    CLASS I
 AE4921
 AE4921.The horizontal coordinates were established by GPS observations
 AE4921.and adjusted by the National Geodetic Survey in December 1997..
 AE4921
 AE4921.The orthometric height was determined by GPS observations and a
 AE4921.high-resolution geoid model.
 AE4921
 AE4921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4921
 AE4921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4921
 AE4921.The ellipsoidal height was determined by GPS observations
 AE4921.and is referenced to NAD 83.
 AE4921
 AE4921.The geoid height was determined by GEOID03.
 AE4921
 AE4921;                    North         East     Units Scale Factor Converg.
 AE4921;SPC GA W     -   375,240.180   690,702.014   MT  0.99990107   -0 03 18.0
 AE4921;SPC GA W     - 1,231,100.49  2,266,078.19   sFT  0.99990107   -0 03 18.0
 AE4921;UTM  16      - 3,697,247.385   754,267.494   MT  1.00039717   +1 30 17.5
 AE4921
 AE4921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4921!SPC GA W     -   0.99996366  x   0.99990107  =   0.99986474
 AE4921!UTM  16      -   0.99996366  x   1.00039717  =   1.00036082
 AE4921
 AE4921                          SUPERSEDED SURVEY CONTROL
 AE4921
 AE4921.No superseded survey control is available for this station.
 AE4921
 AE4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5426797247(NAD 83)
 AE4921_MARKER: DD = SURVEY DISK
 AE4921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4921_STAMPING: A0055 1997
 AE4921_MARK LOGO: GA-151
 AE4921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4921+STABILITY: SURFACE MOTION
 AE4921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4921+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4921
 AE4921  HISTORY     - Date     Condition        Report By
 AE4921  HISTORY     - 1997     MONUMENTED       MSI
 AE4921
 AE4921                          STATION DESCRIPTION
 AE4921
 AE4921'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4921'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) EAST OF HAMPTON ALONG A
 AE4921'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY
 AE4921'20 EAST AND THE OLD DIXIE HWY IN HAMPTON PROCEED EAST ON STATE HWY 20
 AE4921'FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT JUST EAST OF THE DRIVE
 AE4921'TO HOUSE NO 88 THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE
 AE4921'TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET
 AE4921'TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH
 AE4921'THE GROUND. THE STATION IS LOCATED 142.0 FT (43.3 M) WEST OF A POWER
 AE4921'POLE, 18.9 FT (5.8 M) SOUTHEAST OF THE CENTERLINE OF STATE HWY 20, 7.9
 AE4921'FT (2.4 M) NORTH OF THE EAST END OF A CULVERT UNDER THE DRIVE TO HOUSE
 AE4921'NO 88, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY
 AE4921'COUNTY AZIMUTH MARK A9055 IS 0.45 MI (0.72 KM) FURTHER NORTHEAST ALONG
 AE4921'STATE HWY 20 ON THE RIGHT OPPOSITE THE DRIVE TO NO 4088
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4922 ***********************************************************************
 AE4922  DESIGNATION -  A0056
 AE4922  PID         -  AE4922
 AE4922  STATE/COUNTY-  GA/HENRY
 AE4922  USGS QUAD   -  HAMPTON (1982)
 AE4922
 AE4922                         *CURRENT SURVEY CONTROL
 AE4922  ___________________________________________________________________
 AE4922* NAD 83(1994)-  33 22 37.99985(N)    084 15 30.93717(W)     ADJUSTED  
 AE4922* NAVD 88     -       260.3    (meters)     854.     (feet)  GPS OBS   
 AE4922  ___________________________________________________________________
 AE4922  X           -     533,383.690 (meters)                     COMP
 AE4922  Y           -  -5,305,020.086 (meters)                     COMP
 AE4922  Z           -   3,489,098.073 (meters)                     COMP
 AE4922  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AE4922  ELLIP HEIGHT-         231.44  (meters)          (12/11/97) GPS OBS
 AE4922  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AE4922
 AE4922  HORZ ORDER  -  FIRST
 AE4922  ELLP ORDER  -  FOURTH    CLASS I
 AE4922
 AE4922.The horizontal coordinates were established by GPS observations
 AE4922.and adjusted by the National Geodetic Survey in December 1997..
 AE4922
 AE4922.The orthometric height was determined by GPS observations and a
 AE4922.high-resolution geoid model.
 AE4922
 AE4922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4922
 AE4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4922
 AE4922.The ellipsoidal height was determined by GPS observations
 AE4922.and is referenced to NAD 83.
 AE4922
 AE4922.The geoid height was determined by GEOID03.
 AE4922
 AE4922;                    North         East     Units Scale Factor Converg.
 AE4922;SPC GA W     -   374,437.862   691,446.725   MT  0.99990090   -0 03 02.1
 AE4922;SPC GA W     - 1,228,468.22  2,268,521.46   sFT  0.99990090   -0 03 02.1
 AE4922;UTM  16      - 3,696,465.245   755,034.149   MT  1.00040198   +1 30 32.4
 AE4922
 AE4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4922!SPC GA W     -   0.99996367  x   0.99990090  =   0.99986457
 AE4922!UTM  16      -   0.99996367  x   1.00040198  =   1.00036563
 AE4922
 AE4922                          SUPERSEDED SURVEY CONTROL
 AE4922
 AE4922.No superseded survey control is available for this station.
 AE4922
 AE4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5503496465(NAD 83)
 AE4922_MARKER: DD = SURVEY DISK
 AE4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4922_STAMPING: A0056 1997
 AE4922_MARK LOGO: GA-151
 AE4922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4922+STABILITY: SURFACE MOTION
 AE4922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4922+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4922
 AE4922  HISTORY     - Date     Condition        Report By
 AE4922  HISTORY     - 1997     MONUMENTED       MSI
 AE4922
 AE4922                          STATION DESCRIPTION
 AE4922
 AE4922'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4922'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST-SOUTHEAST OF
 AE4922'HAMPTON ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4922'JUNCTION OF STATE HWY 20 EAST AND THE OLD DIXIE HWY IN HAMPTON PROCEED
 AE4922'EAST ON STATE HWY 20 FOR 0.6 MI (1.0 KM) TO THE JUNCTION WITH HAMPTON
 AE4922'LOCUST GROVE ROAD.  TURN RIGHT AND PROCEED SOUTHEAST ON HAMPTON LOCUST
 AE4922'GROVE ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT THE STATION
 AE4922'IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4922'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4922'THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS
 AE4922'LOCATED 44.0 FT (13.4 M) WEST-NORTHWEST OF A GATE FENCE POST, 17.5 FT
 AE4922'(5.3 M) NORTH OF A FENCE LINE, 12.9 FT (3.9 M) SOUTH OF THE CENTERLINE
 AE4922'OF HAMPTON LOCUST GROVE ROAD, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE
 AE4922'WITNESS POST HENRY COUNTY AZIMUTH MARK A9056 IS 0.55 MI (0.89 KM)
 AE4922'FURTHER EAST ALONG HAMPTON LOCUST GROVE ROAD ON THE LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4923 ***********************************************************************
 AE4923  DESIGNATION -  A0057
 AE4923  PID         -  AE4923
 AE4923  STATE/COUNTY-  GA/HENRY
 AE4923  USGS QUAD   -  MC DONOUGH (1981)
 AE4923
 AE4923                         *CURRENT SURVEY CONTROL
 AE4923  ___________________________________________________________________
 AE4923* NAD 83(1994)-  33 22 49.40761(N)    084 11 44.08191(W)     ADJUSTED  
 AE4923* NAVD 88     -       265.6    (meters)     871.     (feet)  GPS OBS   
 AE4923  ___________________________________________________________________
 AE4923  X           -     539,198.865 (meters)                     COMP
 AE4923  Y           -  -5,304,242.381 (meters)                     COMP
 AE4923  Z           -   3,489,394.556 (meters)                     COMP
 AE4923  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AE4923  ELLIP HEIGHT-         236.87  (meters)          (12/11/97) GPS OBS
 AE4923  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AE4923
 AE4923  HORZ ORDER  -  FIRST
 AE4923  ELLP ORDER  -  FOURTH    CLASS I
 AE4923
 AE4923.The horizontal coordinates were established by GPS observations
 AE4923.and adjusted by the National Geodetic Survey in December 1997..
 AE4923
 AE4923.The orthometric height was determined by GPS observations and a
 AE4923.high-resolution geoid model.
 AE4923
 AE4923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4923
 AE4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4923
 AE4923.The ellipsoidal height was determined by GPS observations
 AE4923.and is referenced to NAD 83.
 AE4923
 AE4923.The geoid height was determined by GEOID03.
 AE4923
 AE4923;                    North         East     Units Scale Factor Converg.
 AE4923;SPC GA W     -   374,785.884   697,310.037   MT  0.99990009   -0 00 57.3
 AE4923;SPC GA W     - 1,229,610.02  2,287,758.01   sFT  0.99990009   -0 00 57.3
 AE4923;UTM  16      - 3,696,972.989   760,888.861   MT  1.00043923   +1 32 37.9
 AE4923
 AE4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4923!SPC GA W     -   0.99996281  x   0.99990009  =   0.99986291
 AE4923!UTM  16      -   0.99996281  x   1.00043923  =   1.00040203
 AE4923
 AE4923|---------------------------------------------------------------------|
 AE4923| PID    Reference Object                     Distance      Geod. Az  |
 AE4923|                                                           dddmmss.s |
 AE4923| AE5035 A9057                               393.154 METERS 07923     |
 AE4923|---------------------------------------------------------------------|
 AE4923
 AE4923                          SUPERSEDED SURVEY CONTROL
 AE4923
 AE4923.No superseded survey control is available for this station.
 AE4923
 AE4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6088996973(NAD 83)
 AE4923_MARKER: DD = SURVEY DISK
 AE4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4923_STAMPING: A0057 1997
 AE4923_MARK LOGO: GA-151
 AE4923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4923+STABILITY: SURFACE MOTION
 AE4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4923+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4923
 AE4923  HISTORY     - Date     Condition        Report By
 AE4923  HISTORY     - 1997     MONUMENTED       MSI
 AE4923
 AE4923                          STATION DESCRIPTION
 AE4923
 AE4923'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4923'THE STATION IS LOCATED ABOUT 8.6 KM (5.35 MI) SOUTHWEST OF MCDONOUGH
 AE4923'AND 8.0 KM (4.95 MI) EAST OF HAMPTON ALONG A ROAD RIGHT OF WAY TO
 AE4923'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE HWY 155
 AE4923'(INTERCHANGE 69 ON I-75) PROCEED SOUTH ON STATE HWY 155 FOR 2.5 MI
 AE4923'(4.0 KM) TO THE JUNCTION WITH WALKER DRIVE.  TURN RIGHT AND PROCEED
 AE4923'WEST ON WALKER DRIVE FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT
 AE4923'THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN
 AE4923'DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3
 AE4923'FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4923'STATION IS LOCATED 315.0 FT (96.0 M) WEST OF A WHITE CONCRETE POST,
 AE4923'53.5 FT (16.3 M) SOUTHWEST OF A CORNER FENCE POST NORTH OF WALKER
 AE4923'ROAD, 14.4 FT (4.4 M) SOUTH OF THE CENTERLINE OF WALKER ROAD, AND 1.0
 AE4923'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4923'A9057 IS 0.7 MI (1.1 KM) EAST ALONG WALKER ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4924 ***********************************************************************
 AE4924  DESIGNATION -  A0058
 AE4924  PID         -  AE4924
 AE4924  STATE/COUNTY-  GA/HENRY
 AE4924  USGS QUAD   -  MC DONOUGH (1981)
 AE4924
 AE4924                         *CURRENT SURVEY CONTROL
 AE4924  ___________________________________________________________________
 AE4924* NAD 83(1994)-  33 24 03.20185(N)    084 10 24.66829(W)     ADJUSTED  
 AE4924* NAVD 88     -       269.9    (meters)     885.     (feet)  GPS OBS   
 AE4924  ___________________________________________________________________
 AE4924  X           -     541,114.338 (meters)                     COMP
 AE4924  Y           -  -5,302,793.128 (meters)                     COMP
 AE4924  Z           -   3,491,295.203 (meters)                     COMP
 AE4924  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AE4924  ELLIP HEIGHT-         241.12  (meters)          (12/11/97) GPS OBS
 AE4924  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AE4924
 AE4924  HORZ ORDER  -  FIRST
 AE4924  ELLP ORDER  -  FOURTH    CLASS I
 AE4924
 AE4924.The horizontal coordinates were established by GPS observations
 AE4924.and adjusted by the National Geodetic Survey in December 1997..
 AE4924
 AE4924.The orthometric height was determined by GPS observations and a
 AE4924.high-resolution geoid model.
 AE4924
 AE4924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4924
 AE4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4924
 AE4924.The ellipsoidal height was determined by GPS observations
 AE4924.and is referenced to NAD 83.
 AE4924
 AE4924.The geoid height was determined by GEOID03.
 AE4924
 AE4924;                    North         East     Units Scale Factor Converg.
 AE4924;SPC GA W     -   377,058.811   699,362.606   MT  0.99990001   -0 00 13.6
 AE4924;SPC GA W     - 1,237,067.12  2,294,492.15   sFT  0.99990001   -0 00 13.6
 AE4924;UTM  16      - 3,699,302.229   762,879.869   MT  1.00045209   +1 33 24.7
 AE4924
 AE4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4924!SPC GA W     -   0.99996215  x   0.99990001  =   0.99986216
 AE4924!UTM  16      -   0.99996215  x   1.00045209  =   1.00041422
 AE4924
 AE4924:                Primary Azimuth Mark                     Grid Az
 AE4924:SPC GA W     -  A9058                                    185 37 06.5
 AE4924:UTM  16      -  A9058                                    184 03 28.2
 AE4924
 AE4924|---------------------------------------------------------------------|
 AE4924| PID    Reference Object                     Distance      Geod. Az  |
 AE4924|                                                           dddmmss.s |
 AE4924| AE5036 A9058                               470.133 METERS 1853652.9 |
 AE4924|---------------------------------------------------------------------|
 AE4924
 AE4924                          SUPERSEDED SURVEY CONTROL
 AE4924
 AE4924.No superseded survey control is available for this station.
 AE4924
 AE4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6288099302(NAD 83)
 AE4924_MARKER: DD = SURVEY DISK
 AE4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4924_STAMPING: A0058 1997
 AE4924_MARK LOGO: GA-151
 AE4924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4924+STABILITY: SURFACE MOTION
 AE4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4924+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4924
 AE4924  HISTORY     - Date     Condition        Report By
 AE4924  HISTORY     - 1997     MONUMENTED       MSI
 AE4924  HISTORY     - 20060522 GOOD             INDIV
 AE4924
 AE4924                          STATION DESCRIPTION
 AE4924
 AE4924'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4924'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) EAST-NORTHEAST OF
 AE4924'HAMPTON AND 5.8 KM (3.60 MI) SOUTH-SOUTHWEST OF MCDONOUGH ALONG A ROAD
 AE4924'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75
 AE4924'AND STATE HWY 155 (INTERCHANGE 69 ON I-75) PROCEED SOUTH ON STATE HWY
 AE4924'155 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT SOUTH OF A RIGHT
 AE4924'TURN LANE INTO A PARKING LOT THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4924'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4924'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4924'FLUSH WITH THE GROUND. THE STATION IS LOCATED 128.5 FT (39.2 M)
 AE4924'SOUTHWEST OF A POWER POLE, 86.2 FT (26.3 M) WEST OF THE SOUTHWEST
 AE4924'CORNER OF A PARKING LOT.  25.0 FT (7.6 M) EAST OF THE CENTERLINE OF
 AE4924'STATE HWY 155, AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST
 AE4924'HENRY COUNTY AZIMUTH MARK A9058 IS 0.3 MI (0.5 KM) FURTHER SOUTH ALONG
 AE4924'STATE HWY 155 ON THE LEFT OPPOSITE HOUSE NO 558
 AE4924
 AE4924                          STATION RECOVERY (2006)
 AE4924
 AE4924'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4924'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4925 ***********************************************************************
 AE4925  DESIGNATION -  A0059
 AE4925  PID         -  AE4925
 AE4925  STATE/COUNTY-  GA/HENRY
 AE4925  USGS QUAD   -  LOCUST GROVE (1981)
 AE4925
 AE4925                         *CURRENT SURVEY CONTROL
 AE4925  ___________________________________________________________________
 AE4925* NAD 83(1994)-  33 22 09.40618(N)    084 06 58.17765(W)     ADJUSTED  
 AE4925* NAVD 88     -       264.2    (meters)     867.     (feet)  GPS OBS   
 AE4925  ___________________________________________________________________
 AE4925  X           -     546,619.957 (meters)                     COMP
 AE4925  Y           -  -5,304,163.196 (meters)                     COMP
 AE4925  Z           -   3,488,364.625 (meters)                     COMP
 AE4925  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AE4925  ELLIP HEIGHT-         235.53  (meters)          (12/11/97) GPS OBS
 AE4925  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AE4925
 AE4925  HORZ ORDER  -  FIRST
 AE4925  ELLP ORDER  -  FOURTH    CLASS I
 AE4925
 AE4925.The horizontal coordinates were established by GPS observations
 AE4925.and adjusted by the National Geodetic Survey in December 1997..
 AE4925
 AE4925.The orthometric height was determined by GPS observations and a
 AE4925.high-resolution geoid model.
 AE4925
 AE4925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4925
 AE4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4925
 AE4925.The ellipsoidal height was determined by GPS observations
 AE4925.and is referenced to NAD 83.
 AE4925
 AE4925.The geoid height was determined by GEOID03.
 AE4925
 AE4925;                    North         East     Units Scale Factor Converg.
 AE4925;SPC GA W     -   373,554.383   704,699.737   MT  0.99990027   +0 01 40.0
 AE4925;SPC GA W     - 1,225,569.67  2,312,002.39   sFT  0.99990027   +0 01 40.0
 AE4925;UTM  16      - 3,695,942.483   768,313.521   MT  1.00048769   +1 35 13.8
 AE4925
 AE4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4925!SPC GA W     -   0.99996302  x   0.99990027  =   0.99986330
 AE4925!UTM  16      -   0.99996302  x   1.00048769  =   1.00045070
 AE4925
 AE4925:                Primary Azimuth Mark                     Grid Az
 AE4925:SPC GA W     -  A9059                                    359 23 49.5
 AE4925:UTM  16      -  A9059                                    357 50 15.7
 AE4925
 AE4925|---------------------------------------------------------------------|
 AE4925| PID    Reference Object                     Distance      Geod. Az  |
 AE4925|                                                           dddmmss.s |
 AE4925| AE5037 A9059                               APPROX. 0.5 KM 3592529.5 |
 AE4925|---------------------------------------------------------------------|
 AE4925
 AE4925                          SUPERSEDED SURVEY CONTROL
 AE4925
 AE4925.No superseded survey control is available for this station.
 AE4925
 AE4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6831495942(NAD 83)
 AE4925_MARKER: DD = SURVEY DISK
 AE4925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4925_STAMPING: A0059 1997
 AE4925_MARK LOGO: GA-151
 AE4925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4925+STABILITY: SURFACE MOTION
 AE4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4925+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4925
 AE4925  HISTORY     - Date     Condition        Report By
 AE4925  HISTORY     - 1997     MONUMENTED       MSI
 AE4925
 AE4925                          STATION DESCRIPTION
 AE4925
 AE4925'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4925'THE STATION IS LOCATED ABOUT 8.6 KM (5.35 MI) SOUTH-SOUTHEAST OF
 AE4925'MCDONOUGH AND 2.8 MI (4.5 KM) NORTH OF LOCUST GROVE ALONG A ROAD RIGHT
 AE4925'OF WAY TO REACH THE STATION FROM THE JUNCTION OF US HWY 23 (STATE HWY
 AE4925'42) AND HAMPTON ROAD IN LOCUST GROVE PROCEED SOUTHWEST ON US HWY 23
 AE4925'(STATE HWY 42) FOR 0.15 MI (0.24 KM) TO THE FIRST CROSSING OF THE
 AE4925'RAILWAY TRACKS TO THE EAST.  TURN LEFT AND PROCEED EAST CROSSING
 AE4925'RAILWAY TRACKS TO THE INTERSECTION OF JACKSON STREET AND BETHEL ROAD.
 AE4925'TURN LEFT AND PROCEED NORTHWEST ON JACKSON STREET FOR 0.2 MI (0.3 KM)
 AE4925'TO THE JUNCTION WITH DAVIS LAKE ROAD.  TURN RIGHT AND PROCEED NORTH ON
 AE4925'DAVIS LAKE ROAD FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH COLVIN DRIVE
 AE4925'EAST AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 AE4925'INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE
 AE4925'TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET
 AE4925'TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN ABOVE
 AE4925'GROUND LEVEL. THE STATION IS LOCATED 47.0 FT (14.3 M) NORTH OF THE
 AE4925'CENTERLINE OF COLVIN DRIVE, 30.8 FT (9.4 M) EAST OF THE CENTERLINE OF
 AE4925'DAVIS LAKE ROAD, 8.0 FT (2.4 M) SOUTHWEST OF A POWER POLE, AND 1.0 FT
 AE4925'(0.3 M) WEST OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4925'A9059 IS 0.2 MI (0.3 KM) FURTHER NORTH ALONG DAVIS LAKE ROAD ON THE
 AE4925'RIGHT OPPOSITE HOUSE NO 1051
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4926 ***********************************************************************
 AE4926  DESIGNATION -  A0060
 AE4926  PID         -  AE4926
 AE4926  STATE/COUNTY-  GA/HENRY
 AE4926  USGS QUAD   -  OLA (1982)
 AE4926
 AE4926                         *CURRENT SURVEY CONTROL
 AE4926  ___________________________________________________________________
 AE4926* NAD 83(1994)-  33 22 33.67275(N)    084 04 14.35967(W)     ADJUSTED  
 AE4926* NAVD 88     -       245.5    (meters)     805.     (feet)  GPS OBS   
 AE4926  ___________________________________________________________________
 AE4926  X           -     550,788.313 (meters)                     COMP
 AE4926  Y           -  -5,303,302.758 (meters)                     COMP
 AE4926  Z           -   3,488,978.684 (meters)                     COMP
 AE4926  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AE4926  ELLIP HEIGHT-         216.79  (meters)          (12/11/97) GPS OBS
 AE4926  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AE4926
 AE4926  HORZ ORDER  -  FIRST
 AE4926  ELLP ORDER  -  FOURTH    CLASS I
 AE4926
 AE4926.The horizontal coordinates were established by GPS observations
 AE4926.and adjusted by the National Geodetic Survey in December 1997..
 AE4926
 AE4926.The orthometric height was determined by GPS observations and a
 AE4926.high-resolution geoid model.
 AE4926
 AE4926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4926
 AE4926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4926
 AE4926.The ellipsoidal height was determined by GPS observations
 AE4926.and is referenced to NAD 83.
 AE4926
 AE4926.The geoid height was determined by GEOID03.
 AE4926
 AE4926;                    North         East     Units Scale Factor Converg.
 AE4926;SPC GA W     -   374,304.906   708,933.411   MT  0.99990098   +0 03 10.1
 AE4926;SPC GA W     - 1,228,032.01  2,325,892.37   sFT  0.99990098   +0 03 10.1
 AE4926;UTM  16      - 3,696,808.472   772,527.732   MT  1.00051579   +1 36 45.1
 AE4926;UTM  17      - 3,697,187.650   214,320.702   MT  1.00060633   -1 41 25.5
 AE4926
 AE4926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4926!SPC GA W     -   0.99996597  x   0.99990098  =   0.99986695
 AE4926!UTM  16      -   0.99996597  x   1.00051579  =   1.00048174
 AE4926!UTM  17      -   0.99996597  x   1.00060633  =   1.00057228
 AE4926
 AE4926:                Primary Azimuth Mark                     Grid Az
 AE4926:SPC GA W     -  A9060                                    270 57 06.5
 AE4926:UTM  16      -  A9060                                    269 23 31.5
 AE4926:UTM  17      -  A9060                                    272 41 42.1
 AE4926
 AE4926|---------------------------------------------------------------------|
 AE4926| PID    Reference Object                     Distance      Geod. Az  |
 AE4926|                                                           dddmmss.s |
 AE4926| AE5038 A9060                               APPROX. 0.5 KM 2710016.6 |
 AE4926|---------------------------------------------------------------------|
 AE4926
 AE4926                          SUPERSEDED SURVEY CONTROL
 AE4926
 AE4926.No superseded survey control is available for this station.
 AE4926
 AE4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7252896808(NAD 83)
 AE4926_MARKER: DD = SURVEY DISK
 AE4926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4926_STAMPING: A0060 1997
 AE4926_MARK LOGO: GA-151
 AE4926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4926+STABILITY: SURFACE MOTION
 AE4926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4926+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4926
 AE4926  HISTORY     - Date     Condition        Report By
 AE4926  HISTORY     - 1997     MONUMENTED       MSI
 AE4926
 AE4926                          STATION DESCRIPTION
 AE4926
 AE4926'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4926'THE STATION IS LOCATED ABOUT 10.6 KM (6.60 MI) SOUTHEAST OF MCDONOUGH
 AE4926'AND 4.7 KM (2.90 MI) NORTHEAST OF LOCUST GROVE ALONG A ROAD RIGHT OF
 AE4926'WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND
 AE4926'STATE HWY 20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 2.7
 AE4926'MI (4.3 KM) TO THE JUNCTION WITH OLD JACKSON ROAD.  TURN RIGHT AND
 AE4926'PROCEED SOUTHEAST ON OLD JACKSON ROAD FOR 4.0 MI (6.4 KM) TO THE
 AE4926'JUNCTION WITH LEGUIN MILL ROAD.  TURN RIGHT AND GO SOUTHWEST ON LEGUIN
 AE4926'MILL ROAD FOR 0.9 MI (1.4 KM) TO THE JUNCTION WITH CARDELL DRIVE AND
 AE4926'THE STATION SOUTH OF THE INTERSECTION THE STATION IS A HENRY COUNTY
 AE4926'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4926'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4926'OF THE MONUMENT IS 2.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED
 AE4926'16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF CARDELL DRIVE, 11.3 FT (3.4
 AE4926'M) NORTHWEST OF THE WESTERNMOST GATEPOST OF A STEEL TUBE GATE, 6.0 FT
 AE4926'(1.8 M) NORTH OF A FENCE LINE, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 AE4926'WITNESS POST HENRY COUNTY AZIMUTH MARK A9060 IS 0.2 MI (0.3 KM)
 AE4926'FURTHER WEST ALONG LEGUIN MILL ROAD ON THE LEFT OPPOSITE HOUSE NO 1191
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4927 ***********************************************************************
 AE4927  DESIGNATION -  A0061
 AE4927  PID         -  AE4927
 AE4927  STATE/COUNTY-  GA/HENRY
 AE4927  USGS QUAD   -  LOCUST GROVE (1981)
 AE4927
 AE4927                         *CURRENT SURVEY CONTROL
 AE4927  ___________________________________________________________________
 AE4927* NAD 83(1994)-  33 22 04.69930(N)    084 03 28.29985(W)     ADJUSTED  
 AE4927* NAVD 88     -       230.2    (meters)     755.     (feet)  GPS OBS   
 AE4927  ___________________________________________________________________
 AE4927  X           -     552,022.062 (meters)                     COMP
 AE4927  Y           -  -5,303,655.340 (meters)                     COMP
 AE4927  Z           -   3,488,224.807 (meters)                     COMP
 AE4927  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AE4927  ELLIP HEIGHT-         201.52  (meters)          (12/11/97) GPS OBS
 AE4927  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AE4927
 AE4927  HORZ ORDER  -  FIRST
 AE4927  ELLP ORDER  -  FOURTH    CLASS I
 AE4927
 AE4927.The horizontal coordinates were established by GPS observations
 AE4927.and adjusted by the National Geodetic Survey in December 1997..
 AE4927
 AE4927.The orthometric height was determined by GPS observations and a
 AE4927.high-resolution geoid model.
 AE4927
 AE4927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4927
 AE4927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4927
 AE4927.The ellipsoidal height was determined by GPS observations
 AE4927.and is referenced to NAD 83.
 AE4927
 AE4927.The geoid height was determined by GEOID03.
 AE4927
 AE4927;                    North         East     Units Scale Factor Converg.
 AE4927;SPC GA W     -   373,413.533   710,124.804   MT  0.99990126   +0 03 35.4
 AE4927;SPC GA W     - 1,225,107.57  2,329,801.13   sFT  0.99990126   +0 03 35.4
 AE4927;UTM  16      - 3,695,949.322   773,743.696   MT  1.00052399   +1 37 09.2
 AE4927;UTM  17      - 3,696,259.801   215,485.248   MT  1.00059814   -1 40 58.8
 AE4927
 AE4927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4927!SPC GA W     -   0.99996836  x   0.99990126  =   0.99986963
 AE4927!UTM  16      -   0.99996836  x   1.00052399  =   1.00049234
 AE4927!UTM  17      -   0.99996836  x   1.00059814  =   1.00056648
 AE4927
 AE4927|---------------------------------------------------------------------|
 AE4927| PID    Reference Object                     Distance      Geod. Az  |
 AE4927|                                                           dddmmss.s |
 AE4927| AE5039 A9061                               384.052 METERS 03444     |
 AE4927|---------------------------------------------------------------------|
 AE4927
 AE4927                          SUPERSEDED SURVEY CONTROL
 AE4927
 AE4927.No superseded survey control is available for this station.
 AE4927
 AE4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7374495949(NAD 83)
 AE4927_MARKER: DD = SURVEY DISK
 AE4927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4927_STAMPING: A0061 1997
 AE4927_MARK LOGO: GA-151
 AE4927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4927+STABILITY: SURFACE MOTION
 AE4927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4927+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4927
 AE4927  HISTORY     - Date     Condition        Report By
 AE4927  HISTORY     - 1997     MONUMENTED       MSI
 AE4927
 AE4927                          STATION DESCRIPTION
 AE4927
 AE4927'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4927'THE STATION IS LOCATED ABOUT 7.7 KM (4.80 MI) SOUTH-SOUTHEAST OF OLA
 AE4927'AND 5.3 KM (3.30 MI) EAST-NORTHEAST OF LOCUST GROVE ALONG A ROAD RIGHT
 AE4927'OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND
 AE4927'STATE HWY 20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 2.7
 AE4927'MI (4.3 KM) TO THE JUNCTION WITH OLD JACKSON ROAD.  TURN RIGHT AND
 AE4927'PROCEED SOUTHEAST ON OLD JACKSON ROAD FOR 4.5 MI (7.2 KM) TO THE
 AE4927'JUNCTION WITH SOUTH OLA ROAD SOUTH.  BEAR RIGHT AND PROCEED SOUTH ON
 AE4927'SOUTH OLA ROAD FOR 0.7 MI (1.1 KM) TO THE JUNCTION WITH CARDELL DRIVE
 AE4927'AND GARLAND DRIVE AND THE STATION ON THE RIGHT IN THE NORTHWEST
 AE4927'QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK
 AE4927'SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON
 AE4927'ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS
 AE4927'1.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED 34.5 FT (10.5 M)
 AE4927'NORTHEAST OF THE NORTH END OF A CULVERT UNDER CARDELL DRIVE, 20.2 FT
 AE4927'(6.2 M) SOUTH OF A CORNER FENCE POST, AND 15.5 FT (4.7 M) NORTHWEST OF
 AE4927'THE CENTERLINE OF SOUTH OLA ROAD HENRY COUNTY AZIMUTH MARK A9061 IS
 AE4927'0.2 MI (0.3 KM) NORTH ALONG SOUTH OLA ROAD ON THE LEFT JUST SOUTH OF
 AE4927'THE ENTRANCE TO ROCKING S FARM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4928 ***********************************************************************
 AE4928  DESIGNATION -  A0062
 AE4928  PID         -  AE4928
 AE4928  STATE/COUNTY-  GA/HENRY
 AE4928  USGS QUAD   -  LOCUST GROVE (1981)
 AE4928
 AE4928                         *CURRENT SURVEY CONTROL
 AE4928  ___________________________________________________________________
 AE4928* NAD 83(1994)-  33 21 35.40890(N)    084 01 51.48062(W)     ADJUSTED  
 AE4928* NAVD 88     -       202.8    (meters)     665.     (feet)  GPS OBS   
 AE4928  ___________________________________________________________________
 AE4928  X           -     554,560.740 (meters)                     COMP
 AE4928  Y           -  -5,303,866.580 (meters)                     COMP
 AE4928  Z           -   3,487,456.106 (meters)                     COMP
 AE4928  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AE4928  ELLIP HEIGHT-         174.24  (meters)          (12/11/97) GPS OBS
 AE4928  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AE4928
 AE4928  HORZ ORDER  -  FIRST
 AE4928  ELLP ORDER  -  FOURTH    CLASS I
 AE4928
 AE4928.The horizontal coordinates were established by GPS observations
 AE4928.and adjusted by the National Geodetic Survey in December 1997..
 AE4928
 AE4928.The orthometric height was determined by GPS observations and a
 AE4928.high-resolution geoid model.
 AE4928
 AE4928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4928
 AE4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4928
 AE4928.The ellipsoidal height was determined by GPS observations
 AE4928.and is referenced to NAD 83.
 AE4928
 AE4928.The geoid height was determined by GEOID03.
 AE4928
 AE4928;                    North         East     Units Scale Factor Converg.
 AE4928;SPC GA W     -   372,514.163   712,628.599   MT  0.99990197   +0 04 28.6
 AE4928;SPC GA W     - 1,222,156.88  2,338,015.66   sFT  0.99990197   +0 04 28.6
 AE4928;UTM  16      - 3,695,117.889   776,272.630   MT  1.00054114   +1 38 01.3
 AE4928;UTM  17      - 3,695,284.035   217,962.238   MT  1.00058084   -1 40 04.1
 AE4928
 AE4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4928!SPC GA W     -   0.99997265  x   0.99990197  =   0.99987462
 AE4928!UTM  16      -   0.99997265  x   1.00054114  =   1.00051377
 AE4928!UTM  17      -   0.99997265  x   1.00058084  =   1.00055347
 AE4928
 AE4928|---------------------------------------------------------------------|
 AE4928| PID    Reference Object                     Distance      Geod. Az  |
 AE4928|                                                           dddmmss.s |
 AE4928| AE5040 A9062                               393.245 METERS 33125     |
 AE4928|---------------------------------------------------------------------|
 AE4928
 AE4928                          SUPERSEDED SURVEY CONTROL
 AE4928
 AE4928.No superseded survey control is available for this station.
 AE4928
 AE4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7627395118(NAD 83)
 AE4928_MARKER: DD = SURVEY DISK
 AE4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4928_STAMPING: A0062 1997
 AE4928_MARK LOGO: GA-151
 AE4928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4928+STABILITY: SURFACE MOTION
 AE4928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4928+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4928
 AE4928  HISTORY     - Date     Condition        Report By
 AE4928  HISTORY     - 1997     MONUMENTED       MSI
 AE4928
 AE4928                          STATION DESCRIPTION
 AE4928
 AE4928'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4928'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) SOUTH-SOUTHEAST OF OLA
 AE4928'AND 7.4 KM (4.60 MI) EAST OF LOCUST GROVE ALONG A ROAD RIGHT OF WAY TO
 AE4928'REACH THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY
 AE4928'20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81 FOR 2.7 MI (4.3 KM)
 AE4928'TO THE JUNCTION WITH OLD JACKSON ROAD.  TURN RIGHT AND PROCEED
 AE4928'SOUTHEAST ON OLD JACKSON ROAD FOR 6.2 MI (10.0 KM) TO THE STATION ON
 AE4928'THE RIGHT IN FRONT OF THE COUNTY LINE BAPTIST CHURCH JUST NORTH OF THE
 AE4928'HENRY COUNTY/BUTTS COUNTY LINE THE STATION IS A HENRY COUNTY SURVEY
 AE4928'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4928'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4928'IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 26.3 FT (8.0 M)
 AE4928'SOUTHWEST OF THE CENTERLINE OF OLD JACKSON ROAD, 17.6 FT (5.4 M)
 AE4928'SOUTHEAST OF THE SOUTHEAST END OF A METAL CULVERT UNDER THE DRIVE TO
 AE4928'THE CHURCH, 6.9 FT (2.1 M) NORTHWEST OF THE NORTHWEST END OF A RED
 AE4928'BRICK SIGN FOR THE COUNTY LINE BAPTIST CHURCH HENRY COUNTY AZIMUTH
 AE4928'MARK A9062 IS 0.3 MI (0.5 KM) NORTH ALONG OLD JACKSON ROAD ON THE
 AE4928'RIGHT JUST SOUTHEAST OF THE JUNCTION WITH SUNSET ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4929 ***********************************************************************
 AE4929  DESIGNATION -  A0063
 AE4929  PID         -  AE4929
 AE4929  STATE/COUNTY-  GA/HENRY
 AE4929  USGS QUAD   -  HAMPTON (1982)
 AE4929
 AE4929                         *CURRENT SURVEY CONTROL
 AE4929  ___________________________________________________________________
 AE4929* NAD 83(1994)-  33 22 35.69538(N)    084 20 03.93655(W)     ADJUSTED  
 AE4929* NAVD 88     -       255.4    (meters)     838.     (feet)  GPS OBS   
 AE4929  ___________________________________________________________________
 AE4929  X           -     526,365.276 (meters)                     COMP
 AE4929  Y           -  -5,305,756.149 (meters)                     COMP
 AE4929  Z           -   3,489,036.059 (meters)                     COMP
 AE4929  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AE4929  ELLIP HEIGHT-         226.49  (meters)          (12/11/97) GPS OBS
 AE4929  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AE4929
 AE4929  HORZ ORDER  -  FIRST
 AE4929  ELLP ORDER  -  FOURTH    CLASS I
 AE4929
 AE4929.The horizontal coordinates were established by GPS observations
 AE4929.and adjusted by the National Geodetic Survey in December 1997..
 AE4929
 AE4929.The orthometric height was determined by GPS observations and a
 AE4929.high-resolution geoid model.
 AE4929
 AE4929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4929
 AE4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4929
 AE4929.The ellipsoidal height was determined by GPS observations
 AE4929.and is referenced to NAD 83.
 AE4929
 AE4929.The geoid height was determined by GEOID03.
 AE4929
 AE4929;                    North         East     Units Scale Factor Converg.
 AE4929;SPC GA W     -   374,375.669   684,390.767   MT  0.99990300   -0 05 32.3
 AE4929;SPC GA W     - 1,228,264.17  2,245,372.04   sFT  0.99990300   -0 05 32.3
 AE4929;UTM  16      - 3,696,210.922   747,979.125   MT  1.00035822   +1 28 01.9
 AE4929
 AE4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4929!SPC GA W     -   0.99996444  x   0.99990300  =   0.99986745
 AE4929!UTM  16      -   0.99996444  x   1.00035822  =   1.00032265
 AE4929
 AE4929:                Primary Azimuth Mark                     Grid Az
 AE4929:SPC GA W     -  A9063                                    232 35 23.6
 AE4929:UTM  16      -  A9063                                    231 01 49.4
 AE4929
 AE4929|---------------------------------------------------------------------|
 AE4929| PID    Reference Object                     Distance      Geod. Az  |
 AE4929|                                                           dddmmss.s |
 AE4929| AE5041 A9063                               467.868 METERS 2322951.3 |
 AE4929|---------------------------------------------------------------------|
 AE4929
 AE4929                          SUPERSEDED SURVEY CONTROL
 AE4929
 AE4929.No superseded survey control is available for this station.
 AE4929
 AE4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4797996211(NAD 83)
 AE4929_MARKER: DD = SURVEY DISK
 AE4929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4929_STAMPING: A0063 1997
 AE4929_MARK LOGO: GA-151
 AE4929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4929+STABILITY: SURFACE MOTION
 AE4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4929+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4929
 AE4929  HISTORY     - Date     Condition        Report By
 AE4929  HISTORY     - 1997     MONUMENTED       MSI
 AE4929
 AE4929                          STATION DESCRIPTION
 AE4929
 AE4929'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4929'THE STATION IS LOCATED ABOUT 4.9 KM (3.05 MI) WEST-SOUTHWEST OF
 AE4929'HAMPTON ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4929'JUNCTION OF STATE HWY 20 WEST AND THE OLD DIXIE HWY IN HAMPTON PROCEED
 AE4929'WEST ON STATE HWY 20 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH US HWY
 AE4929'19/41.  CROSS US HWY 19/41 AND CONTINUE WEST ON RICHARD PETTY BLVD FOR
 AE4929'1.9 MI (3.1 KM) TO THE STATION ON THE LEFT THE STATION IS A HENRY
 AE4929'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4929'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4929'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 34.5
 AE4929'FT (10.5 M) WEST OF THE SOUTH END OF A METAL CULVERT UNDER RICHARD
 AE4929'PETTY BLVD, 17.5 FT (5.3 M) SOUTH OF THE CENTERLINE OF RICHARD PETTY
 AE4929'BLVD, 9.1 FT (2.8 M) NORTH OF A FENCE LINE, AND 1.0 FT (0.3 M) NORTH
 AE4929'OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9063 IS 0.3 MI
 AE4929'(0.5 KM) FURTHER WEST ALONG RICHARD PETTY BLVD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4930 ***********************************************************************
 AE4930  DESIGNATION -  A0064
 AE4930  PID         -  AE4930
 AE4930  STATE/COUNTY-  GA/HENRY
 AE4930  USGS QUAD   -  GRIFFIN NORTH (1973)
 AE4930
 AE4930                         *CURRENT SURVEY CONTROL
 AE4930  ___________________________________________________________________
 AE4930* NAD 83(1994)-  33 21 59.19775(N)    084 17 45.82385(W)     ADJUSTED  
 AE4930* NAVD 88     -       279.5    (meters)     917.     (feet)  GPS OBS   
 AE4930  ___________________________________________________________________
 AE4930  X           -     529,981.321 (meters)                     COMP
 AE4930  Y           -  -5,306,038.115 (meters)                     COMP
 AE4930  Z           -   3,488,110.301 (meters)                     COMP
 AE4930  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AE4930  ELLIP HEIGHT-         250.71  (meters)          (12/11/97) GPS OBS
 AE4930  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AE4930
 AE4930  HORZ ORDER  -  FIRST
 AE4930  ELLP ORDER  -  FOURTH    CLASS I
 AE4930
 AE4930.The horizontal coordinates were established by GPS observations
 AE4930.and adjusted by the National Geodetic Survey in December 1997..
 AE4930
 AE4930.The orthometric height was determined by GPS observations and a
 AE4930.high-resolution geoid model.
 AE4930
 AE4930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4930
 AE4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4930
 AE4930.The ellipsoidal height was determined by GPS observations
 AE4930.and is referenced to NAD 83.
 AE4930
 AE4930.The geoid height was determined by GEOID03.
 AE4930
 AE4930;                    North         East     Units Scale Factor Converg.
 AE4930;SPC GA W     -   373,246.245   687,959.008   MT  0.99990179   -0 04 16.2
 AE4930;SPC GA W     - 1,224,558.72  2,257,078.85   sFT  0.99990179   -0 04 16.2
 AE4930;UTM  16      - 3,695,178.531   751,578.459   MT  1.00038039   +1 29 16.5
 AE4930
 AE4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4930!SPC GA W     -   0.99996064  x   0.99990179  =   0.99986244
 AE4930!UTM  16      -   0.99996064  x   1.00038039  =   1.00034102
 AE4930
 AE4930                          SUPERSEDED SURVEY CONTROL
 AE4930
 AE4930.No superseded survey control is available for this station.
 AE4930
 AE4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5157895179(NAD 83)
 AE4930_MARKER: DD = SURVEY DISK
 AE4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4930_STAMPING: A0064 1997
 AE4930_MARK LOGO: GA-151
 AE4930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4930+STABILITY: SURFACE MOTION
 AE4930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4930+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4930
 AE4930  HISTORY     - Date     Condition        Report By
 AE4930  HISTORY     - 1997     MONUMENTED       MSI
 AE4930
 AE4930                          STATION DESCRIPTION
 AE4930
 AE4930'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4930'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH-SOUTHWEST OF
 AE4930'HAMPTON ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4930'JUNCTION OF STATE HWY 20 WEST AND THE OLD DIXIE HWY IN HAMPTON PROCEED
 AE4930'WEST ON STATE HWY 20 FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH US HWY
 AE4930'19/41.  TURN LEFT AND PROCEED SOUTH ON US HWY 19/41 FOR 1.1 MI (1.8
 AE4930'KM) TO THE STATION ON THE LEFT JUST SOUTH OF THE ENTRANCE TO SIDNEY
 AE4930'LEE WELDING SUPPLY THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4930'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4930'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4930'WITH THE GROUND. THE STATION IS LOCATED 174.6 FT (53.2 M) SOUTH OF THE
 AE4930'CENTERLINE OF THE DRIVE TO SIDNEY LEE WELDING SUPPLY, 44.2 FT (13.5 M)
 AE4930'WEST OF A FENCE LINE, 15.1 FT (4.6 M) EAST OF THE EDGE OF NORTHBOUND
 AE4930'LANE OF HWY, AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST HENRY
 AE4930'COUNTY AZIMUTH MARK A9064 IS 0.9 MI (1.4 KM) FURTHER SOUTH ALONG US
 AE4930'HWY 19/41 ON THE RIGHT JUST NORTH OF THE JUNCTION WITH MINTER ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4931 ***********************************************************************
 AE4931  DESIGNATION -  A0065
 AE4931  PID         -  AE4931
 AE4931  STATE/COUNTY-  GA/HENRY
 AE4931  USGS QUAD   -  LUELLA (1981)
 AE4931
 AE4931                         *CURRENT SURVEY CONTROL
 AE4931  ___________________________________________________________________
 AE4931* NAD 83(1994)-  33 21 38.86967(N)    084 14 37.47612(W)     ADJUSTED  
 AE4931* NAVD 88     -       237.6    (meters)     780.     (feet)  GPS OBS   
 AE4931  ___________________________________________________________________
 AE4931  X           -     534,857.273 (meters)                     COMP
 AE4931  Y           -  -5,305,859.896 (meters)                     COMP
 AE4931  Z           -   3,487,564.210 (meters)                     COMP
 AE4931  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AE4931  ELLIP HEIGHT-         208.88  (meters)          (12/11/97) GPS OBS
 AE4931  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AE4931
 AE4931  HORZ ORDER  -  FIRST
 AE4931  ELLP ORDER  -  FOURTH    CLASS I
 AE4931
 AE4931.The horizontal coordinates were established by GPS observations
 AE4931.and adjusted by the National Geodetic Survey in December 1997..
 AE4931
 AE4931.The orthometric height was determined by GPS observations and a
 AE4931.high-resolution geoid model.
 AE4931
 AE4931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4931
 AE4931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4931
 AE4931.The ellipsoidal height was determined by GPS observations
 AE4931.and is referenced to NAD 83.
 AE4931
 AE4931.The geoid height was determined by GEOID03.
 AE4931
 AE4931;                    North         East     Units Scale Factor Converg.
 AE4931;SPC GA W     -   372,615.203   692,827.111   MT  0.99990063   -0 02 32.6
 AE4931;SPC GA W     - 1,222,488.38  2,273,050.28   sFT  0.99990063   -0 02 32.6
 AE4931;UTM  16      - 3,694,679.920   756,464.343   MT  1.00041101   +1 30 59.5
 AE4931
 AE4931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4931!SPC GA W     -   0.99996721  x   0.99990063  =   0.99986784
 AE4931!UTM  16      -   0.99996721  x   1.00041101  =   1.00037820
 AE4931
 AE4931|---------------------------------------------------------------------|
 AE4931| PID    Reference Object                     Distance      Geod. Az  |
 AE4931|                                                           dddmmss.s |
 AE4931| AE5043 A9065                               368.991 METERS 29756     |
 AE4931|---------------------------------------------------------------------|
 AE4931
 AE4931                          SUPERSEDED SURVEY CONTROL
 AE4931
 AE4931.No superseded survey control is available for this station.
 AE4931
 AE4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5646494680(NAD 83)
 AE4931_MARKER: DD = SURVEY DISK
 AE4931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4931_STAMPING: A0065 1997
 AE4931_MARK LOGO: GA-151
 AE4931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4931+STABILITY: SURFACE MOTION
 AE4931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4931+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4931
 AE4931  HISTORY     - Date     Condition        Report By
 AE4931  HISTORY     - 1997     MONUMENTED       MSI
 AE4931
 AE4931                          STATION DESCRIPTION
 AE4931
 AE4931'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4931'THE STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) WEST-NORTHWEST OF LUELLA
 AE4931'AND 4.8 KM (3.00 MI) SOUTHEAST OF HAMPTON AND ALONG A ROAD RIGHT OF
 AE4931'WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 20 EAST AND
 AE4931'THE OLD DIXIE HWY IN HAMPTON, PROCEED EAST ON STATE HWY 20 FOR 0.6 MI
 AE4931'(1.0 KM) TO THE JUNCTION WITH HAMPTON LOCUST GROVE ROAD.  TURN RIGHT
 AE4931'AND PROCEED SOUTHEAST ON HAMPTON LOCUST GROVE ROAD FOR 0.35 MI (0.56
 AE4931'KM) TO THE JUNCTION WITH SOUTH HAMPTON ROAD.  TURN RIGHT AND PROCEED
 AE4931'SOUTH THEN SOUTHEAST ON SOUTH HAMPTON ROAD FOR 2.1 MI (3.4 KM) TO THE
 AE4931'STATION ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4931'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4931'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 3 IN
 AE4931'BELOW GROUND LEVEL. THE STATION IS LOCATED 118.2 FT (36.0 M) EAST OF A
 AE4931'FIRE HYDRANT, 106.0 FT (32.3 M) WEST OF THE WEST END OF A CULVERT,
 AE4931'16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF SOUTH HAMPTON ROAD, AND 1.0
 AE4931'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4931'A9065 IS 0.2 MI (0.3 KM) WEST ALONG SOUTH HAMPTON ROAD ON THE LEFT IN
 AE4931'THE SOUTHWEST QUADRANT OF THE INTERSECTION WITH ROCKY CREEK ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4932 ***********************************************************************
 AE4932  DESIGNATION -  A0066
 AE4932  PID         -  AE4932
 AE4932  STATE/COUNTY-  GA/HENRY
 AE4932  USGS QUAD   -  LUELLA (1981)
 AE4932
 AE4932                         *CURRENT SURVEY CONTROL
 AE4932  ___________________________________________________________________
 AE4932* NAD 83(1994)-  33 21 38.38557(N)    084 12 56.93034(W)     ADJUSTED  
 AE4932* NAVD 88     -       254.1    (meters)     834.     (feet)  GPS OBS   
 AE4932  ___________________________________________________________________
 AE4932  X           -     537,445.813 (meters)                     COMP
 AE4932  Y           -  -5,305,620.366 (meters)                     COMP
 AE4932  Z           -   3,487,560.794 (meters)                     COMP
 AE4932  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AE4932  ELLIP HEIGHT-         225.32  (meters)          (12/11/97) GPS OBS
 AE4932  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AE4932
 AE4932  HORZ ORDER  -  FIRST
 AE4932  ELLP ORDER  -  FOURTH    CLASS I
 AE4932
 AE4932.The horizontal coordinates were established by GPS observations
 AE4932.and adjusted by the National Geodetic Survey in December 1997..
 AE4932
 AE4932.The orthometric height was determined by GPS observations and a
 AE4932.high-resolution geoid model.
 AE4932
 AE4932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4932
 AE4932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4932
 AE4932.The ellipsoidal height was determined by GPS observations
 AE4932.and is referenced to NAD 83.
 AE4932
 AE4932.The geoid height was determined by GEOID03.
 AE4932
 AE4932;                    North         East     Units Scale Factor Converg.
 AE4932;SPC GA W     -   372,598.716   695,426.260   MT  0.99990026   -0 01 37.3
 AE4932;SPC GA W     - 1,222,434.29  2,281,577.65   sFT  0.99990026   -0 01 37.3
 AE4932;UTM  16      - 3,694,734.176   759,064.327   MT  1.00042754   +1 31 54.8
 AE4932
 AE4932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4932!SPC GA W     -   0.99996463  x   0.99990026  =   0.99986489
 AE4932!UTM  16      -   0.99996463  x   1.00042754  =   1.00039215
 AE4932
 AE4932|---------------------------------------------------------------------|
 AE4932| PID    Reference Object                     Distance      Geod. Az  |
 AE4932|                                                           dddmmss.s |
 AE4932| AE5044 A9066                               309.029 METERS 01959     |
 AE4932|---------------------------------------------------------------------|
 AE4932
 AE4932                          SUPERSEDED SURVEY CONTROL
 AE4932
 AE4932.No superseded survey control is available for this station.
 AE4932
 AE4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5906494734(NAD 83)
 AE4932_MARKER: DD = SURVEY DISK
 AE4932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4932_STAMPING: A0066 1997
 AE4932_MARK LOGO: GA-151
 AE4932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4932+STABILITY: SURFACE MOTION
 AE4932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4932+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4932
 AE4932  HISTORY     - Date     Condition        Report By
 AE4932  HISTORY     - 1997     MONUMENTED       MSI
 AE4932
 AE4932                          STATION DESCRIPTION
 AE4932
 AE4932'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4932'THE STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) EAST-SOUTHEAST OF
 AE4932'HAMPTON AND 3.5 KM (2.15 MI) WEST-NORTHWEST OF LUELLA AND ALONG A ROAD
 AE4932'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 20
 AE4932'EAST AND THE OLD DIXIE HWY IN HAMPTON, PROCEED EAST ON STATE HWY 20
 AE4932'FOR 0.6 MI (1.0 KM) TO THE JUNCTION WITH HAMPTON LOCUST GROVE ROAD.
 AE4932'TURN RIGHT AND PROCEED SOUTHEAST ON HAMPTON LOCUST GROVE ROAD FOR 4.4
 AE4932'MI (7.1 KM) TO THE JUNCTION WITH WEEMS ROAD.  TURN RIGHT AND PROCEED
 AE4932'SOUTHWEST ON WEEMS ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 AE4932'RIGHT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A
 AE4932'10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A
 AE4932'DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN ABOVE GROUND
 AE4932'LEVEL. THE STATION IS LOCATED 80.3 FT (24.5 M) SOUTH OF A POWER POLE,
 AE4932'27.6 FT (8.4 M) NORTH OF A LONE FENCE POST, 23.0 FT (7.0 M) WEST OF
 AE4932'THE CENTERLINE OF WEEMS ROAD, AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 AE4932'WITNES POST HENRY COUNTY AZIMUTH MARK A9066 IS 0.2 MI (0.3 KM)
 AE4932'NORTHEAST ALONG WEEMS ROAD ON THE RIGHT SOUTH OF DRIVE TO HOUSE NO 871
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4933 ***********************************************************************
 AE4933  DESIGNATION -  A0067
 AE4933  PID         -  AE4933
 AE4933  STATE/COUNTY-  GA/HENRY
 AE4933  USGS QUAD   -  LUELLA (1981)
 AE4933
 AE4933                         *CURRENT SURVEY CONTROL
 AE4933  ___________________________________________________________________
 AE4933* NAD 83(1994)-  33 21 57.53506(N)    084 11 23.57273(W)     ADJUSTED  
 AE4933* NAVD 88     -       273.7    (meters)     898.     (feet)  GPS OBS   
 AE4933  ___________________________________________________________________
 AE4933  X           -     539,815.955 (meters)                     COMP
 AE4933  Y           -  -5,305,070.125 (meters)                     COMP
 AE4933  Z           -   3,488,064.377 (meters)                     COMP
 AE4933  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AE4933  ELLIP HEIGHT-         245.00  (meters)          (12/11/97) GPS OBS
 AE4933  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AE4933
 AE4933  HORZ ORDER  -  FIRST
 AE4933  ELLP ORDER  -  FOURTH    CLASS I
 AE4933
 AE4933.The horizontal coordinates were established by GPS observations
 AE4933.and adjusted by the National Geodetic Survey in December 1997..
 AE4933
 AE4933.The orthometric height was determined by GPS observations and a
 AE4933.high-resolution geoid model.
 AE4933
 AE4933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4933
 AE4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4933
 AE4933.The ellipsoidal height was determined by GPS observations
 AE4933.and is referenced to NAD 83.
 AE4933
 AE4933.The geoid height was determined by GEOID03.
 AE4933
 AE4933;                    North         East     Units Scale Factor Converg.
 AE4933;SPC GA W     -   373,187.788   697,839.734   MT  0.99990006   -0 00 46.0
 AE4933;SPC GA W     - 1,224,366.93  2,289,495.86   sFT  0.99990006   -0 00 46.0
 AE4933;UTM  16      - 3,695,389.044   761,462.163   MT  1.00044293   +1 32 47.0
 AE4933
 AE4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4933!SPC GA W     -   0.99996154  x   0.99990006  =   0.99986160
 AE4933!UTM  16      -   0.99996154  x   1.00044293  =   1.00040445
 AE4933
 AE4933|---------------------------------------------------------------------|
 AE4933| PID    Reference Object                     Distance      Geod. Az  |
 AE4933|                                                           dddmmss.s |
 AE4933| AE5045 A9067                               356.863 METERS 08629     |
 AE4933|---------------------------------------------------------------------|
 AE4933
 AE4933                          SUPERSEDED SURVEY CONTROL
 AE4933
 AE4933.No superseded survey control is available for this station.
 AE4933
 AE4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6146295389(NAD 83)
 AE4933_MARKER: DD = SURVEY DISK
 AE4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4933_STAMPING: A0067 1997
 AE4933_MARK LOGO: GA-151
 AE4933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4933+STABILITY: SURFACE MOTION
 AE4933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4933+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4933
 AE4933  HISTORY     - Date     Condition        Report By
 AE4933  HISTORY     - 1997     MONUMENTED       MSI
 AE4933  HISTORY     - 20020321 MARK NOT FOUND   INDIV
 AE4933
 AE4933                          STATION DESCRIPTION
 AE4933
 AE4933'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4933'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTH-SOUTHWEST OF
 AE4933'MCDONOUGH AND 1.4 KM (0.85 MI) NORTH OF LUELLA ALONG A ROAD RIGHT OF
 AE4933'WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 AE4933'HWY 155 (INTERCHANGE 69 ON I-75) PROCEED SOUTH ON STATE HWY 155 FOR
 AE4933'3.7 MI (6.0 KM) TO THE JUNCTION WITH HAMPTON LOCUST GROVE ROAD.  TURN
 AE4933'RIGHT AND PROCEED WEST ON HAMPTON LOCUST GROVE ROAD FOR 0.7 MI (1.1
 AE4933'KM) TO THE STATION ON THE LEFT THE STATION IS A HENRY COUNTY SURVEY
 AE4933'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4933'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4933'IS 1.5 IN ABOVE GROUND LEVEL.  THE STATION IS LOCATED 74.0 FT (22.6 M)
 AE4933'EAST OF A POWER POLE, 60.3 FT (18.4 M) SOUTHEAST OF A CORNER FENCE
 AE4933'POST NORTH OF THE ROAD, 13.1 FT (4.0 M) SOUTH OF THE CENTERLINE OF
 AE4933'HAMPTON LOCUST GROVE ROAD, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 AE4933'WITNESS POST HENRY COUNTY AZIMUTH MARK A9067 IS 0.3 MI (0.5 KM) EAST
 AE4933'ALONG HAMPTON LOCUST GROVE ROAD ON THE LEFT
 AE4933
 AE4933                          STATION RECOVERY (2002)
 AE4933
 AE4933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSC)
 AE4933'MARKER NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4934 ***********************************************************************
 AE4934  DESIGNATION -  A0068
 AE4934  PID         -  AE4934
 AE4934  STATE/COUNTY-  GA/HENRY
 AE4934  USGS QUAD   -  LUELLA (1981)
 AE4934
 AE4934                         *CURRENT SURVEY CONTROL
 AE4934  ___________________________________________________________________
 AE4934* NAD 83(1994)-  33 19 38.10714(N)    084 07 53.57856(W)     ADJUSTED  
 AE4934* NAVD 88     -       243.7    (meters)     800.     (feet)  GPS OBS   
 AE4934  ___________________________________________________________________
 AE4934  X           -     545,455.548 (meters)                     COMP
 AE4934  Y           -  -5,306,841.964 (meters)                     COMP
 AE4934  Z           -   3,484,459.476 (meters)                     COMP
 AE4934  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AE4934  ELLIP HEIGHT-         215.12  (meters)          (12/11/97) GPS OBS
 AE4934  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AE4934
 AE4934  HORZ ORDER  -  FIRST
 AE4934  ELLP ORDER  -  FOURTH    CLASS I
 AE4934
 AE4934.The horizontal coordinates were established by GPS observations
 AE4934.and adjusted by the National Geodetic Survey in December 1997..
 AE4934
 AE4934.The orthometric height was determined by GPS observations and a
 AE4934.high-resolution geoid model.
 AE4934
 AE4934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4934
 AE4934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4934
 AE4934.The ellipsoidal height was determined by GPS observations
 AE4934.and is referenced to NAD 83.
 AE4934
 AE4934.The geoid height was determined by GEOID03.
 AE4934
 AE4934;                    North         East     Units Scale Factor Converg.
 AE4934;SPC GA W     -   368,892.961   703,269.307   MT  0.99990013   +0 01 09.5
 AE4934;SPC GA W     - 1,210,276.32  2,307,309.38   sFT  0.99990013   +0 01 09.5
 AE4934;UTM  16      - 3,691,241.141   767,009.639   MT  1.00047909   +1 34 36.9
 AE4934
 AE4934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4934!SPC GA W     -   0.99996623  x   0.99990013  =   0.99986636
 AE4934!UTM  16      -   0.99996623  x   1.00047909  =   1.00044530
 AE4934
 AE4934:                Primary Azimuth Mark                     Grid Az
 AE4934:SPC GA W     -  A9068                                    089 42 42.8
 AE4934:UTM  16      -  A9068                                    088 09 15.4
 AE4934
 AE4934|---------------------------------------------------------------------|
 AE4934| PID    Reference Object                     Distance      Geod. Az  |
 AE4934|                                                           dddmmss.s |
 AE4934| AE5046 A9068                               403.035 METERS 0894352.3 |
 AE4934|---------------------------------------------------------------------|
 AE4934
 AE4934                          SUPERSEDED SURVEY CONTROL
 AE4934
 AE4934.No superseded survey control is available for this station.
 AE4934
 AE4934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6701091241(NAD 83)
 AE4934_MARKER: DD = SURVEY DISK
 AE4934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4934_STAMPING: A0068 1997
 AE4934_MARK LOGO: GA-151
 AE4934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4934+STABILITY: SURFACE MOTION
 AE4934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4934+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4934
 AE4934  HISTORY     - Date     Condition        Report By
 AE4934  HISTORY     - 1997     MONUMENTED       MSI
 AE4934
 AE4934                          STATION DESCRIPTION
 AE4934
 AE4934'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4934'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHEAST OF LUELLA AND
 AE4934'2.5 KM (1.55 MI) SOUTHWEST OF LOCUST GROVE ALONG A ROAD RIGHT OF WAY
 AE4934'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND HAMPTON
 AE4934'ROAD (INTERCHANGE 68 ON I-75) PROCEED WEST ON HAMPTON ROAD FOR 1.5 MI
 AE4934'(2.4 KM) TO THE JUNCTION WITH LESTER MILL ROAD.  TURN LEFT AND PROCEED
 AE4934'SOUTH ON LESTER MILL ROAD FOR 2.0 MI (3.2 KM) TO THE JUNCTION WITH
 AE4934'INDIAN CREEK ROAD.  TURN LEFT AND PROCEED EAST ON INDIAN CREEK ROAD
 AE4934'FOR 0.3 MI (0.5 KM) TO THE JUNCTION WITH INDIAN CREEK DRIVE AND THE
 AE4934'STATION ON THE RIGHT IN THE SOUTHWEST QUADRANT OF THE INTERSECTION THE
 AE4934'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4934'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4934'(0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE
 AE4934'STATION IS LOCATED 80 FT (24.4 M) SOUTHWEST OF A POWER POLE, 28.0 FT
 AE4934'(8.5 M) WEST OF THE CENTERLINE OF INDIAN CREEK DRIVE, 18.1 FT (5.5 M)
 AE4934'SOUTH OF THE CENTERLINE OF INDIAN CREEK ROAD AND 1.0 FT (0.3 M) NORTH
 AE4934'OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9068 IS 0.25 MI
 AE4934'(0.40 KM) FURTHER EAST ALONG INDIAN CREEK ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4935 ***********************************************************************
 AE4935  DESIGNATION -  A0069
 AE4935  PID         -  AE4935
 AE4935  STATE/COUNTY-  GA/HENRY
 AE4935  USGS QUAD   -  LOCUST GROVE (1981)
 AE4935
 AE4935                         *CURRENT SURVEY CONTROL
 AE4935  ___________________________________________________________________
 AE4935* NAD 83(1994)-  33 21 16.31744(N)    084 03 53.78015(W)     ADJUSTED  
 AE4935* NAVD 88     -       232.1    (meters)     761.     (feet)  GPS OBS   
 AE4935  ___________________________________________________________________
 AE4935  X           -     551,451.818 (meters)                     COMP
 AE4935  Y           -  -5,304,540.461 (meters)                     COMP
 AE4935  Z           -   3,486,980.897 (meters)                     COMP
 AE4935  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AE4935  ELLIP HEIGHT-         203.50  (meters)          (12/11/97) GPS OBS
 AE4935  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AE4935
 AE4935  HORZ ORDER  -  FIRST
 AE4935  ELLP ORDER  -  FOURTH    CLASS I
 AE4935
 AE4935.The horizontal coordinates were established by GPS observations
 AE4935.and adjusted by the National Geodetic Survey in December 1997..
 AE4935
 AE4935.The orthometric height was determined by GPS observations and a
 AE4935.high-resolution geoid model.
 AE4935
 AE4935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4935
 AE4935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4935
 AE4935.The ellipsoidal height was determined by GPS observations
 AE4935.and is referenced to NAD 83.
 AE4935
 AE4935.The geoid height was determined by GEOID03.
 AE4935
 AE4935;                    North         East     Units Scale Factor Converg.
 AE4935;SPC GA W     -   371,922.439   709,467.635   MT  0.99990110   +0 03 21.4
 AE4935;SPC GA W     - 1,220,215.54  2,327,645.07   sFT  0.99990110   +0 03 21.4
 AE4935;UTM  16      - 3,694,439.963   773,126.957   MT  1.00051983   +1 36 53.1
 AE4935;UTM  17      - 3,694,788.351   214,782.550   MT  1.00060308   -1 41 10.7
 AE4935
 AE4935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4935!SPC GA W     -   0.99996805  x   0.99990110  =   0.99986916
 AE4935!UTM  16      -   0.99996805  x   1.00051983  =   1.00048787
 AE4935!UTM  17      -   0.99996805  x   1.00060308  =   1.00057111
 AE4935
 AE4935                          SUPERSEDED SURVEY CONTROL
 AE4935
 AE4935.No superseded survey control is available for this station.
 AE4935
 AE4935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7312794440(NAD 83)
 AE4935_MARKER: DD = SURVEY DISK
 AE4935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4935_STAMPING: A0069 1997
 AE4935_MARK LOGO: GA-151
 AE4935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4935+STABILITY: SURFACE MOTION
 AE4935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4935+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4935
 AE4935  HISTORY     - Date     Condition        Report By
 AE4935  HISTORY     - 1997     MONUMENTED       MSI
 AE4935
 AE4935                          STATION DESCRIPTION
 AE4935
 AE4935'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4935'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF JENKINSBURG
 AE4935'AND 3.4 KM (2.10 MI) EAST OF LOCUST GROVE ALONG A ROAD RIGHT OF WAY TO
 AE4935'REACH THE STATION FROM THE JUNCTION OF US HWY 23 (STATE HWY 42) AND
 AE4935'HAMPTON ROAD IN LOCUST GROVE PROCEED SOUTHWEST ON US HWY 23 (STATE HWY
 AE4935'42) FOR 0.15 MI (0.24 KM) TO THE FIRST CROSSING OF THE RAILWAY TRACKS
 AE4935'TO THE EAST.  TURN LEFT AND PROCEED EAST CROSSING RAILWAY TRACKS TO
 AE4935'THE INTERSECTION OF JACKSON STREET AND BETHEL ROAD.  TURN RIGHT AND
 AE4935'PROCEED SOUTHEAST ON JACKSON STREET FOR 0.2 MI (0.3 KM) TO THE
 AE4935'JUNCTION WITH PEEKSVILLE ROAD.  TURN LEFT AND PROCEED EAST ON
 AE4935'PEEKSVILLE ROAD FOR 2.8 MI (4.5 KM) TO THE STATION ON THE LEFT
 AE4935'OPPOSITE A FARM ROAD LEADING SOUTH THE STATION IS A HENRY COUNTY
 AE4935'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4935'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4935'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 53.1
 AE4935'FT (16.2 M) EAST OF TELEPHONE JUNCTION BOX 401-500, 39.4 FT (12.0 M)
 AE4935'WEST OF A POWER POLE, 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF
 AE4935'PEEKSVILLE ROAD, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST
 AE4935'HENRY COUNTY AZIMUTH MARK A9069 IS 0.55 MI (0.89 KM) WEST ALONG
 AE4935'PEEKSVILLE ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4936 ***********************************************************************
 AE4936  DESIGNATION -  A0070
 AE4936  PID         -  AE4936
 AE4936  STATE/COUNTY-  GA/HENRY
 AE4936  USGS QUAD   -  LUELLA (1981)
 AE4936
 AE4936                         *CURRENT SURVEY CONTROL
 AE4936  ___________________________________________________________________
 AE4936* NAD 83(1994)-  33 20 28.14171(N)    084 14 20.89890(W)     ADJUSTED  
 AE4936* NAVD 88     -       236.8    (meters)     777.     (feet)  GPS OBS   
 AE4936  ___________________________________________________________________
 AE4936  X           -     535,403.877 (meters)                     COMP
 AE4936  Y           -  -5,307,008.147 (meters)                     COMP
 AE4936  Z           -   3,485,743.515 (meters)                     COMP
 AE4936  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AE4936  ELLIP HEIGHT-         208.05  (meters)          (12/11/97) GPS OBS
 AE4936  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AE4936
 AE4936  HORZ ORDER  -  FIRST
 AE4936  ELLP ORDER  -  FOURTH    CLASS I
 AE4936
 AE4936.The horizontal coordinates were established by GPS observations
 AE4936.and adjusted by the National Geodetic Survey in December 1997..
 AE4936
 AE4936.The orthometric height was determined by GPS observations and a
 AE4936.high-resolution geoid model.
 AE4936
 AE4936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4936
 AE4936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4936
 AE4936.The ellipsoidal height was determined by GPS observations
 AE4936.and is referenced to NAD 83.
 AE4936
 AE4936.The geoid height was determined by GEOID03.
 AE4936
 AE4936;                    North         East     Units Scale Factor Converg.
 AE4936;SPC GA W     -   370,436.088   693,254.125   MT  0.99990056   -0 02 23.4
 AE4936;SPC GA W     - 1,215,339.07  2,274,451.24   sFT  0.99990056   -0 02 23.4
 AE4936;UTM  16      - 3,692,512.115   756,950.715   MT  1.00041409   +1 31 05.8
 AE4936
 AE4936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4936!SPC GA W     -   0.99996734  x   0.99990056  =   0.99986790
 AE4936!UTM  16      -   0.99996734  x   1.00041409  =   1.00038141
 AE4936
 AE4936:                Primary Azimuth Mark                     Grid Az
 AE4936:SPC GA W     -  A9070                                    099 11 58.9
 AE4936:UTM  16      -  A9070                                    097 38 29.7
 AE4936
 AE4936|---------------------------------------------------------------------|
 AE4936| PID    Reference Object                     Distance      Geod. Az  |
 AE4936|                                                           dddmmss.s |
 AE4936| AE5048 A9070                               401.493 METERS 0990935.5 |
 AE4936|---------------------------------------------------------------------|
 AE4936
 AE4936                          SUPERSEDED SURVEY CONTROL
 AE4936
 AE4936.No superseded survey control is available for this station.
 AE4936
 AE4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5695192512(NAD 83)
 AE4936_MARKER: DD = SURVEY DISK
 AE4936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4936_STAMPING: A0070 1997
 AE4936_MARK LOGO: GA-151
 AE4936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4936+STABILITY: SURFACE MOTION
 AE4936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4936+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4936
 AE4936  HISTORY     - Date     Condition        Report By
 AE4936  HISTORY     - 1997     MONUMENTED       MSI
 AE4936
 AE4936                          STATION DESCRIPTION
 AE4936
 AE4936'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4936'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST-SOUTHWEST OF LUELLA
 AE4936'AND 5.2 KM (3.25 MI) EAST OF SUNNY SIDE ALONG A ROAD RIGHT OF WAY TO
 AE4936'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND HAMPTON ROAD
 AE4936'(INTERCHANGE 68 ON I-75) PROCEED WEST ON HAMPTON ROAD FOR 3.4 MI (5.5
 AE4936'KM) TO THE JUNCTION WITH STATE HWY 155.  CONTINUE WEST ON HAMPTON
 AE4936'LOCUST GROVE ROAD FOR 3.8 MI (6.1 KM) TO THE JUNCTION WITH ROCKY CREEK
 AE4936'ROAD.  TURN LEFT AND PROCEED SOUTH ON ROCKY CREEK ROAD FOR 2.5 MI (4.0
 AE4936'KM) TO THE JUNCTION WITH HALL ROAD.  TURN LEFT AND PROCEED SOUTHEAST
 AE4936'ON HALL ROAD FOR 0.3 MI (0.5 KM) TO THE JUNCTION WITH HAPPY HOLLOW
 AE4936'ROAD.  TURN LEFT AND PROCEED EAST ON HAPPY HOLLOW ROAD FOR 0.3 MI (0.5
 AE4936'KM) TO THE STATION ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY
 AE4936'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4936'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4936'IS 1 IN ABOVE GROUND LEVEL. THE STATION IS LOCATED 70.1 FT (21.4 M)
 AE4936'SOUTHEAST OF A CORNER FENCE POST NORTH OF THE ROAD, 65.0 FT (19.8 M)
 AE4936'WEST OF A POWER POLE, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF HAPPY
 AE4936'HOLLOW ROAD, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST
 AE4936'HENRY COUNTY AZIMUTH MARK A9070 IS 0.2 MI (0.3 KM) FURTHER EAST ALONG
 AE4936'HAPPY HOLLOW ROAD ON THE LEFT BY MAILBOX NO 245
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4937 ***********************************************************************
 AE4937  DESIGNATION -  A0071
 AE4937  PID         -  AE4937
 AE4937  STATE/COUNTY-  GA/HENRY
 AE4937  USGS QUAD   -  LUELLA (1981)
 AE4937
 AE4937                         *CURRENT SURVEY CONTROL
 AE4937  ___________________________________________________________________
 AE4937* NAD 83(1994)-  33 20 39.78265(N)    084 10 40.25619(W)     ADJUSTED  
 AE4937* NAVD 88     -       257.4    (meters)     844.     (feet)  GPS OBS   
 AE4937  ___________________________________________________________________
 AE4937  X           -     541,062.265 (meters)                     COMP
 AE4937  Y           -  -5,306,253.474 (meters)                     COMP
 AE4937  Z           -   3,486,054.509 (meters)                     COMP
 AE4937  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AE4937  ELLIP HEIGHT-         228.75  (meters)          (12/11/97) GPS OBS
 AE4937  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AE4937
 AE4937  HORZ ORDER  -  FIRST
 AE4937  ELLP ORDER  -  FOURTH    CLASS I
 AE4937
 AE4937.The horizontal coordinates were established by GPS observations
 AE4937.and adjusted by the National Geodetic Survey in December 1997..
 AE4937
 AE4937.The orthometric height was determined by GPS observations and a
 AE4937.high-resolution geoid model.
 AE4937
 AE4937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4937
 AE4937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4937
 AE4937.The ellipsoidal height was determined by GPS observations
 AE4937.and is referenced to NAD 83.
 AE4937
 AE4937.The geoid height was determined by GEOID03.
 AE4937
 AE4937;                    North         East     Units Scale Factor Converg.
 AE4937;SPC GA W     -   370,792.403   698,959.163   MT  0.99990001   -0 00 22.1
 AE4937;SPC GA W     - 1,216,508.08  2,293,168.52   sFT  0.99990001   -0 00 22.1
 AE4937;UTM  16      - 3,693,023.703   762,646.984   MT  1.00045059   +1 33 07.7
 AE4937
 AE4937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4937!SPC GA W     -   0.99996409  x   0.99990001  =   0.99986410
 AE4937!UTM  16      -   0.99996409  x   1.00045059  =   1.00041466
 AE4937
 AE4937:                Primary Azimuth Mark                     Grid Az
 AE4937:SPC GA W     -  A9071                                    346 26 09.3
 AE4937:UTM  16      -  A9071                                    344 52 39.5
 AE4937
 AE4937|---------------------------------------------------------------------|
 AE4937| PID    Reference Object                     Distance      Geod. Az  |
 AE4937|                                                           dddmmss.s |
 AE4937| AE5049 A9071                               APPROX. 0.5 KM 3462547.2 |
 AE4937|---------------------------------------------------------------------|
 AE4937
 AE4937                          SUPERSEDED SURVEY CONTROL
 AE4937
 AE4937.No superseded survey control is available for this station.
 AE4937
 AE4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6264793024(NAD 83)
 AE4937_MARKER: DD = SURVEY DISK
 AE4937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4937_STAMPING: A0071 1997
 AE4937_MARK LOGO: GA-151
 AE4937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4937+STABILITY: SURFACE MOTION
 AE4937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4937+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4937
 AE4937  HISTORY     - Date     Condition        Report By
 AE4937  HISTORY     - 1997     MONUMENTED       MSI
 AE4937
 AE4937                          STATION DESCRIPTION
 AE4937
 AE4937'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4937'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI) SOUTH OF LUELLA AND 1.0
 AE4937'KM (0.60 MI) NORTH OF THE HENRY COUNTY/SPALDING COUNTY LINE ALONG A
 AE4937'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE4937'75 AND STATE HWY 155 (INTERCHANGE 69 ON I-75) PROCEED SOUTH ON STATE
 AE4937'HWY 155 FOR 5.1 MI (8.2 KM) TO THE STATION ON THE LEFT NORTH OF THE
 AE4937'JUNCTION WITH FROG DRIVE THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4937'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4937'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN
 AE4937'ABOVE THE GROUND LEVEL.  THE STATION IS LOCATED 207.7 FT (63.3 M)
 AE4937'SOUTH OF THE THIRD POWER POLE NORTH OF FROG DRIVE ON THE EAST SIDE OF
 AE4937'STATE HWY 155, 38.5 FT (11.7 M) NORTH OF THE SECOND POWER POLE NORTH
 AE4937'OF FROG DRIVE, AND 37.8 FT (11.5 M) EAST OF THE CENTERLINE OF STATE
 AE4937'HWY 155 HENRY COUNTY AZIMUTH MARK A9071 IS 0.3 MI (0.5 KM) NORTH ALONG
 AE4937'STATE HWY 155 ON THE LEFT JUST SOUTH OF THE RAILWAY CROSSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4938 ***********************************************************************
 AE4938  DESIGNATION -  A0072
 AE4938  PID         -  AE4938
 AE4938  STATE/COUNTY-  GA/HENRY
 AE4938  USGS QUAD   -  LOCUST GROVE (1981)
 AE4938
 AE4938                         *CURRENT SURVEY CONTROL
 AE4938  ___________________________________________________________________
 AE4938* NAD 83(1994)-  33 20 27.53856(N)    084 05 44.27930(W)     ADJUSTED  
 AE4938* NAVD 88     -       241.1    (meters)     791.     (feet)  GPS OBS   
 AE4938  ___________________________________________________________________
 AE4938  X           -     548,695.777 (meters)                     COMP
 AE4938  Y           -  -5,305,664.381 (meters)                     COMP
 AE4938  Z           -   3,485,730.447 (meters)                     COMP
 AE4938  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AE4938  ELLIP HEIGHT-         212.52  (meters)          (12/11/97) GPS OBS
 AE4938  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AE4938
 AE4938  HORZ ORDER  -  FIRST
 AE4938  ELLP ORDER  -  FOURTH    CLASS I
 AE4938
 AE4938.The horizontal coordinates were established by GPS observations
 AE4938.and adjusted by the National Geodetic Survey in December 1997..
 AE4938
 AE4938.The orthometric height was determined by GPS observations and a
 AE4938.high-resolution geoid model.
 AE4938
 AE4938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4938
 AE4938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4938
 AE4938.The ellipsoidal height was determined by GPS observations
 AE4938.and is referenced to NAD 83.
 AE4938
 AE4938.The geoid height was determined by GEOID03.
 AE4938
 AE4938;                    North         East     Units Scale Factor Converg.
 AE4938;SPC GA W     -   370,417.416   706,611.999   MT  0.99990054   +0 02 20.5
 AE4938;SPC GA W     - 1,215,277.81  2,318,276.20   sFT  0.99990054   +0 02 20.5
 AE4938;UTM  16      - 3,692,856.865   770,311.595   MT  1.00050096   +1 35 50.2
 AE4938
 AE4938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4938!SPC GA W     -   0.99996664  x   0.99990054  =   0.99986718
 AE4938!UTM  16      -   0.99996664  x   1.00050096  =   1.00046758
 AE4938
 AE4938:                Primary Azimuth Mark                     Grid Az
 AE4938:SPC GA W     -  A9072                                    113 41 59.5
 AE4938:UTM  16      -  A9072                                    112 08 29.8
 AE4938
 AE4938|---------------------------------------------------------------------|
 AE4938| PID    Reference Object                     Distance      Geod. Az  |
 AE4938|                                                           dddmmss.s |
 AE4938| AE5050 A9072                               APPROX. 0.5 KM 1134420.0 |
 AE4938|---------------------------------------------------------------------|
 AE4938
 AE4938                          SUPERSEDED SURVEY CONTROL
 AE4938
 AE4938.No superseded survey control is available for this station.
 AE4938
 AE4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7031292857(NAD 83)
 AE4938_MARKER: DD = SURVEY DISK
 AE4938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4938_STAMPING: A0072 1997
 AE4938_MARK LOGO: GA-151
 AE4938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4938+STABILITY: SURFACE MOTION
 AE4938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4938+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4938
 AE4938  HISTORY     - Date     Condition        Report By
 AE4938  HISTORY     - 1997     MONUMENTED       MSI
 AE4938
 AE4938                          STATION DESCRIPTION
 AE4938
 AE4938'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4938'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) WEST-NORTHWEST OF
 AE4938'JENKINSBURG AND 1.6 KM (1.00 MI) SOUTHEAST OF LOCUST GROVE ALONG A
 AE4938'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF US HWY 23
 AE4938'(STATE HWY 42) AND HAMPTON ROAD IN LOCUST GROVE PROCEED SOUTHWEST ON
 AE4938'US HWY 23 (STATE HWY 42) FOR 0.15 MI (0.24 KM) TO THE FIRST CROSSING
 AE4938'OF THE RAILWAY TRACKS TO THE EAST.  TURN LEFT AND PROCEED EAST
 AE4938'CROSSING RAILWAY TRACKS TO THE INTERSECTION OF JACKSON STREET AND
 AE4938'BETHEL ROAD.  TURN RIGHT AND PROCEED SOUTHEAST ON JACKSON STREET FOR
 AE4938'1.1 MI (1.8 KM) TO THE STATION ON THE LEFT THE STATION IS A HENRY
 AE4938'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4938'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4938'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 35.8
 AE4938'FT (10.9 M) WEST OF THE CENTERLINE OF A DRIVEWAY, 30.7 FT (9.4 M)
 AE4938'SOUTHWEST OF A POWER POLE, 28.4 FT (8.7 M) SOUTH OF A FENCE LINE, AND
 AE4938'13.2 FT (4.0 M) NORTH OF THE CENTERLINE OF JACKSON STREET HENRY COUNTY
 AE4938'AZIMUTH MARK A9072 IS 0.4 MI (0.6 KM) FURTHER SOUTHEAST ALONG JACKSON
 AE4938'STREET ON THE LEFT SOUTH OF THE JUNCTION WITH SKYLAND DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4939 ***********************************************************************
 AE4939  DESIGNATION -  A0073
 AE4939  PID         -  AE4939
 AE4939  STATE/COUNTY-  GA/HENRY
 AE4939  USGS QUAD   -  LUELLA (1981)
 AE4939
 AE4939                         *CURRENT SURVEY CONTROL
 AE4939  ___________________________________________________________________
 AE4939* NAD 83(1994)-  33 21 03.28014(N)    084 08 30.73515(W)     ADJUSTED  
 AE4939* NAVD 88     -       224.0    (meters)     735.     (feet)  GPS OBS   
 AE4939  ___________________________________________________________________
 AE4939  X           -     544,350.675 (meters)                     COMP
 AE4939  Y           -  -5,305,489.008 (meters)                     COMP
 AE4939  Z           -   3,486,640.882 (meters)                     COMP
 AE4939  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AE4939  ELLIP HEIGHT-         195.32  (meters)          (12/11/97) GPS OBS
 AE4939  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AE4939
 AE4939  HORZ ORDER  -  FIRST
 AE4939  ELLP ORDER  -  FOURTH    CLASS I
 AE4939
 AE4939.The horizontal coordinates were established by GPS observations
 AE4939.and adjusted by the National Geodetic Survey in December 1997..
 AE4939
 AE4939.The orthometric height was determined by GPS observations and a
 AE4939.high-resolution geoid model.
 AE4939
 AE4939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4939
 AE4939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4939
 AE4939.The ellipsoidal height was determined by GPS observations
 AE4939.and is referenced to NAD 83.
 AE4939
 AE4939.The geoid height was determined by GEOID03.
 AE4939
 AE4939;                    North         East     Units Scale Factor Converg.
 AE4939;SPC GA W     -   371,516.472   702,307.799   MT  0.99990007   +0 00 49.1
 AE4939;SPC GA W     - 1,218,883.63  2,304,154.84   sFT  0.99990007   +0 00 49.1
 AE4939;UTM  16      - 3,693,839.033   765,976.557   MT  1.00047229   +1 34 20.0
 AE4939
 AE4939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4939!SPC GA W     -   0.99996934  x   0.99990007  =   0.99986941
 AE4939!UTM  16      -   0.99996934  x   1.00047229  =   1.00044161
 AE4939
 AE4939:                Primary Azimuth Mark                     Grid Az
 AE4939:SPC GA W     -  A9073                                    282 03 53.2
 AE4939:UTM  16      -  A9073                                    280 30 22.3
 AE4939
 AE4939|---------------------------------------------------------------------|
 AE4939| PID    Reference Object                     Distance      Geod. Az  |
 AE4939|                                                           dddmmss.s |
 AE4939| AE5051 A9073                               451.531 METERS 2820442.3 |
 AE4939|---------------------------------------------------------------------|
 AE4939
 AE4939                          SUPERSEDED SURVEY CONTROL
 AE4939
 AE4939.No superseded survey control is available for this station.
 AE4939
 AE4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6597793839(NAD 83)
 AE4939_MARKER: DD = SURVEY DISK
 AE4939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4939_STAMPING: A0073 1997
 AE4939_MARK LOGO: GA-151
 AE4939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4939+STABILITY: SURFACE MOTION
 AE4939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4939+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4939
 AE4939  HISTORY     - Date     Condition        Report By
 AE4939  HISTORY     - 1997     MONUMENTED       MSI
 AE4939
 AE4939                          STATION DESCRIPTION
 AE4939
 AE4939'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4939'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF LUELLA AND 2.9
 AE4939'KM (1.80 MI) WEST OF LOCUST GROVE ALONG A ROAD RIGHT OF WAY TO REACH
 AE4939'THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND HAMPTON ROAD
 AE4939'(INTERCHANGE 68 ON I-75) PROCEED WEST ON HAMPTON ROAD FOR 1.0 MI (1.6
 AE4939'KM) TO THE STATION ON THE RIGHT AT THE WEST END OF A GUARDRAIL THE
 AE4939'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4939'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4939'(0.9 M) .  THE TOP OF THE MONUMENT IS 1.5 IN ABOVE GROUND LEVEL.  THE
 AE4939'STATION IS LOCATED 14.0 FT (4.3 M) NORTH OF THE CENTERLINE OF HAMPTON
 AE4939'ROAD, 3.7 FT (1.1 M) SOUTH OF THE WEST END OF THE GUARDRAIL, AND 1.0
 AE4939'FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK
 AE4939'A9073 IS 0.3 MI (0.5 KM) FURTHER WEST ALONG HAMPTON ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4940 ***********************************************************************
 AE4940  DESIGNATION -  A0074
 AE4940  PID         -  AE4940
 AE4940  STATE/COUNTY-  GA/HENRY
 AE4940  USGS QUAD   -  LOCUST GROVE (1981)
 AE4940
 AE4940                         *CURRENT SURVEY CONTROL
 AE4940  ___________________________________________________________________
 AE4940* NAD 83(1994)-  33 19 58.79120(N)    084 04 58.36258(W)     ADJUSTED  
 AE4940* NAVD 88     -       240.5    (meters)     789.     (feet)  GPS OBS   
 AE4940  ___________________________________________________________________
 AE4940  X           -     549,926.991 (meters)                     COMP
 AE4940  Y           -  -5,306,025.796 (meters)                     COMP
 AE4940  Z           -   3,484,990.191 (meters)                     COMP
 AE4940  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AE4940  ELLIP HEIGHT-         211.97  (meters)          (12/11/97) GPS OBS
 AE4940  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AE4940
 AE4940  HORZ ORDER  -  FIRST
 AE4940  ELLP ORDER  -  FOURTH    CLASS I
 AE4940
 AE4940.The horizontal coordinates were established by GPS observations
 AE4940.and adjusted by the National Geodetic Survey in December 1997..
 AE4940
 AE4940.The orthometric height was determined by GPS observations and a
 AE4940.high-resolution geoid model.
 AE4940
 AE4940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4940
 AE4940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4940
 AE4940.The ellipsoidal height was determined by GPS observations
 AE4940.and is referenced to NAD 83.
 AE4940
 AE4940.The geoid height was determined by GEOID03.
 AE4940
 AE4940;                    North         East     Units Scale Factor Converg.
 AE4940;SPC GA W     -   369,532.724   707,799.949   MT  0.99990075   +0 02 45.8
 AE4940;SPC GA W     - 1,212,375.28  2,322,173.67   sFT  0.99990075   +0 02 45.8
 AE4940;UTM  16      - 3,692,004.285   771,523.893   MT  1.00050907   +1 36 14.2
 AE4940;UTM  17      - 3,692,448.772   213,041.767   MT  1.00061537   -1 41 42.8
 AE4940
 AE4940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4940!SPC GA W     -   0.99996672  x   0.99990075  =   0.99986748
 AE4940!UTM  16      -   0.99996672  x   1.00050907  =   1.00047578
 AE4940!UTM  17      -   0.99996672  x   1.00061537  =   1.00058207
 AE4940
 AE4940|---------------------------------------------------------------------|
 AE4940| PID    Reference Object                     Distance      Geod. Az  |
 AE4940|                                                           dddmmss.s |
 AE4940| DG2130 BV 075 209                           99.698 METERS 21242     |
 AE4940|---------------------------------------------------------------------|
 AE4940
 AE4940                          SUPERSEDED SURVEY CONTROL
 AE4940
 AE4940.No superseded survey control is available for this station.
 AE4940
 AE4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7152492004(NAD 83)
 AE4940_MARKER: DD = SURVEY DISK
 AE4940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4940_STAMPING: A0074 1997
 AE4940_MARK LOGO: GA-151
 AE4940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4940+STABILITY: SURFACE MOTION
 AE4940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4940+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4940
 AE4940  HISTORY     - Date     Condition        Report By
 AE4940  HISTORY     - 1997     MONUMENTED       MSI
 AE4940
 AE4940                          STATION DESCRIPTION
 AE4940
 AE4940'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4940'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST-NORTHWEST OF
 AE4940'JENKINSBURG AND 3.1 KM (1.90 MI) SOUTHEAST OF LOCUST GROVE ALONG A
 AE4940'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE4940'75 AND HAMPTON ROAD (INTERCHANGE 68 ON I-75) PROCEED EAST ON HAMPTON
 AE4940'ROAD FOR 0.65 MI (1.05 KM) TO THE JUNCTION WITH US HWY 23 (STATE HWY
 AE4940'42) .  TURN RIGHT AND PROCEED SOUTHEAST ON US HWY 23 FOR 2.4 MI (3.9
 AE4940'KM) TO THE STATION ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY
 AE4940'DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH
 AE4940'IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT
 AE4940'IS 1 IN ABOVE GROUND LEVEL. THE STATION IS LOCATED 63.7 FT (19.4 M)
 AE4940'EAST OF A FIRE HYDRANT, 27.8 FT (8.5 M) SOUTH OF THE CENTERLINE OF US
 AE4940'HWY 23, 24.7 FT (7.5 M) NORTH OF A CORNER FENCE POST, AND 1.0 FT (0.3
 AE4940'M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9074
 AE4940'IS 0.5 MI (0.8 KM) FURTHER SOUTHEAST ALONG US HWY 23 ON THE LEFT
 AE4940'OPPOSITE THE JUNCTION WITH SOUTHRIDGE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4941 ***********************************************************************
 AE4941  DESIGNATION -  A0075
 AE4941  PID         -  AE4941
 AE4941  STATE/COUNTY-  GA/HENRY
 AE4941  USGS QUAD   -  MC DONOUGH (1981)
 AE4941
 AE4941                         *CURRENT SURVEY CONTROL
 AE4941  ___________________________________________________________________
 AE4941* NAD 83(1994)-  33 22 37.61814(N)    084 08 23.85089(W)     ADJUSTED  
 AE4941* NAVD 88     -       257.0    (meters)     843.     (feet)  GPS OBS   
 AE4941  ___________________________________________________________________
 AE4941  X           -     544,367.358 (meters)                     COMP
 AE4941  Y           -  -5,303,908.099 (meters)                     COMP
 AE4941  Z           -   3,489,086.502 (meters)                     COMP
 AE4941  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AE4941  ELLIP HEIGHT-         228.26  (meters)          (12/11/97) GPS OBS
 AE4941  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AE4941
 AE4941  HORZ ORDER  -  FIRST
 AE4941  ELLP ORDER  -  FOURTH    CLASS I
 AE4941
 AE4941.The horizontal coordinates were established by GPS observations
 AE4941.and adjusted by the National Geodetic Survey in December 1997..
 AE4941
 AE4941.The orthometric height was determined by GPS observations and a
 AE4941.high-resolution geoid model.
 AE4941
 AE4941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4941
 AE4941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4941
 AE4941.The ellipsoidal height was determined by GPS observations
 AE4941.and is referenced to NAD 83.
 AE4941
 AE4941.The geoid height was determined by GEOID03.
 AE4941
 AE4941;                    North         East     Units Scale Factor Converg.
 AE4941;SPC GA W     -   374,422.647   702,485.036   MT  0.99990008   +0 00 52.9
 AE4941;SPC GA W     - 1,228,418.30  2,304,736.32   sFT  0.99990008   +0 00 52.9
 AE4941;UTM  16      - 3,696,750.621   766,074.711   MT  1.00047293   +1 34 27.7
 AE4941
 AE4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4941!SPC GA W     -   0.99996417  x   0.99990008  =   0.99986425
 AE4941!UTM  16      -   0.99996417  x   1.00047293  =   1.00043708
 AE4941
 AE4941:                Primary Azimuth Mark                     Grid Az
 AE4941:SPC GA W     -  A9075                                    262 05 17.0
 AE4941:UTM  16      -  A9075                                    260 31 42.2
 AE4941
 AE4941|---------------------------------------------------------------------|
 AE4941| PID    Reference Object                     Distance      Geod. Az  |
 AE4941|                                                           dddmmss.s |
 AE4941| AE5053 A9075                               APPROX. 0.5 KM 2620609.9 |
 AE4941|---------------------------------------------------------------------|
 AE4941
 AE4941                          SUPERSEDED SURVEY CONTROL
 AE4941
 AE4941.No superseded survey control is available for this station.
 AE4941
 AE4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6607596751(NAD 83)
 AE4941_MARKER: DD = SURVEY DISK
 AE4941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4941_STAMPING: A0075 1997
 AE4941_MARK LOGO: GA-151
 AE4941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4941+STABILITY: SURFACE MOTION
 AE4941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4941+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4941
 AE4941  HISTORY     - Date     Condition        Report By
 AE4941  HISTORY     - 1997     MONUMENTED       MSI
 AE4941
 AE4941                          STATION DESCRIPTION
 AE4941
 AE4941'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4941'THE STATION IS LOCATED ABOUT 7.8 KM (4.85 MI) SOUTH OF MCDONOUGH AND
 AE4941'3.6 KM (2.25 MI) NORTHWEST OF LOCUST GROVE ALONG A ROAD RIGHT OF WAY
 AE4941'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND HAMPTON
 AE4941'ROAD (INTERCHANGE 68 ON I-75) PROCEED EAST ON HAMPTON ROAD FOR 0.65 MI
 AE4941'(1.05 KM) TO THE JUNCTION WITH US HWY 23 (STATE HWY 42) .  TURN LEFT
 AE4941'AND PROCEED NORTHWEST ON US HWY 23 FOR 1.9 MI (3.1 KM) TO THE JUNCTION
 AE4941'WITH BETHLEHEM ROAD.  TURN LEFT AND PROCEED WEST ON BETHLEHEM ROAD FOR
 AE4941'0.8 MI (1.3 KM) TO THE OVERPASS FOR INTERSTATE 75.  CONTINUE WEST ON
 AE4941'BETHLEHEM ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT
 AE4941'APPROXIMATELY 200 FT (61.0 M) WEST OF THE JUNCTION WITH PRICE ROAD THE
 AE4941'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4941'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4941'(0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE
 AE4941'STATION IS LOCATED 211.0 FT (64.3 M) WEST OF THE CENTERLINE OF PRICE
 AE4941'ROAD, 68.0 FT (20.7 M) SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 14.6
 AE4941'FT (4.5 M) SOUTH OF THE CENTERLINE OF BETHLEHEM ROAD, AND 1.0 FT (0.3
 AE4941'M) NORTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9075
 AE4941'IS 0.2 MI (0.3 KM) FURTHER WEST ALONG BETHLEHEM ROAD ON THE RIGHT
 AE4941'OPPOSITE THE BETHLEHEM CHURCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4942 ***********************************************************************
 AE4942  DESIGNATION -  A0076
 AE4942  PID         -  AE4942
 AE4942  STATE/COUNTY-  GA/HENRY
 AE4942  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4942
 AE4942                         *CURRENT SURVEY CONTROL
 AE4942  ___________________________________________________________________
 AE4942* NAD 83(1994)-  33 36 26.00660(N)    084 13 19.99950(W)     ADJUSTED  
 AE4942* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 AE4942  ___________________________________________________________________
 AE4942  X           -     535,335.660 (meters)                     COMP
 AE4942  Y           -  -5,290,690.437 (meters)                     COMP
 AE4942  Z           -   3,510,384.183 (meters)                     COMP
 AE4942  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AE4942  ELLIP HEIGHT-         250.95  (meters)          (12/11/97) GPS OBS
 AE4942  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AE4942
 AE4942  HORZ ORDER  -  FIRST
 AE4942  ELLP ORDER  -  FOURTH    CLASS I
 AE4942
 AE4942.The horizontal coordinates were established by GPS observations
 AE4942.and adjusted by the National Geodetic Survey in December 1997..
 AE4942
 AE4942.The orthometric height was determined by GPS observations and a
 AE4942.high-resolution geoid model.
 AE4942
 AE4942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4942
 AE4942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4942
 AE4942.The ellipsoidal height was determined by GPS observations
 AE4942.and is referenced to NAD 83.
 AE4942
 AE4942.The geoid height was determined by GEOID03.
 AE4942
 AE4942;                    North         East     Units Scale Factor Converg.
 AE4942;SPC GA W     -   399,943.175   694,844.538   MT  0.99990033   -0 01 50.7
 AE4942;SPC GA W     - 1,312,146.90  2,279,669.12   sFT  0.99990033   -0 01 50.7
 AE4942;UTM  16      - 3,722,066.859   757,735.796   MT  1.00041902   +1 32 18.0
 AE4942
 AE4942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4942!SPC GA W     -   0.99996060  x   0.99990033  =   0.99986094
 AE4942!UTM  16      -   0.99996060  x   1.00041902  =   1.00037961
 AE4942
 AE4942:                Primary Azimuth Mark                     Grid Az
 AE4942:SPC GA W     -  A9076                                    105 46 04.4
 AE4942:UTM  16      -  A9076                                    104 11 55.7
 AE4942
 AE4942|---------------------------------------------------------------------|
 AE4942| PID    Reference Object                     Distance      Geod. Az  |
 AE4942|                                                           dddmmss.s |
 AE4942| AE5054 A9076                               461.802 METERS 1054413.7 |
 AE4942|---------------------------------------------------------------------|
 AE4942
 AE4942                          SUPERSEDED SURVEY CONTROL
 AE4942
 AE4942.No superseded survey control is available for this station.
 AE4942
 AE4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5773622067(NAD 83)
 AE4942_MARKER: DD = SURVEY DISK
 AE4942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4942_STAMPING: A0076 1997
 AE4942_MARK LOGO: GA-151
 AE4942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4942+STABILITY: SURFACE MOTION
 AE4942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4942+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4942
 AE4942  HISTORY     - Date     Condition        Report By
 AE4942  HISTORY     - 1997     MONUMENTED       MSI
 AE4942
 AE4942                          STATION DESCRIPTION
 AE4942
 AE4942'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4942'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTH OF STOCKBRIDGE AND
 AE4942'2.6 KM (1.60 MI) SOUTH OF SCARBROUGH CROSS ROADS ALONG A ROAD RIGHT OF
 AE4942'WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 675 AND ANVIL
 AE4942'BLOCK ROAD (INTERCHANGE 4 ON I -675) PROCEED EAST ON ANVIL BLOCK ROAD
 AE4942'FOR 3.0 MI (4.8 KM) TO THE T JUNCTION WITH FAIRVIEW ROAD.  TURN RIGHT
 AE4942'AND PROCEED SOUTHEAST ON FAIRVIEW ROAD FOR 2.7 MI (4.3 KM) TO THE
 AE4942'STATION ON THE RIGHT EAST OF THE HENRY COUNTY FIRE STATION NO 6 THE
 AE4942'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4942'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4942'(0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE
 AE4942'STATION IS LOCATED 59.0 FT (18.0 M) EAST OF A STORM DRAIN, 49.0 FT
 AE4942'(14.9 M) SOUTH OF THE CENTERLINE OF FAIRVIEW ROAD, 19.3 FT (5.9 M)
 AE4942'SOUTHEAST OF THE EAST END OF A CULVERT, AND 1.0 FT (0.3 M) NORTH OF A
 AE4942'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9076 IS 0.3 MI (0.5
 AE4942'KM) FURTHER EAST ALONG FAIRVIEW ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4943 ***********************************************************************
 AE4943  DESIGNATION -  A0077
 AE4943  PID         -  AE4943
 AE4943  STATE/COUNTY-  GA/HENRY
 AE4943  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4943
 AE4943                         *CURRENT SURVEY CONTROL
 AE4943  ___________________________________________________________________
 AE4943* NAD 83(1994)-  33 31 32.31578(N)    084 14 42.66966(W)     ADJUSTED  
 AE4943* NAVD 88     -       229.3    (meters)     752.     (feet)  GPS OBS   
 AE4943  ___________________________________________________________________
 AE4943  X           -     533,712.552 (meters)                     COMP
 AE4943  Y           -  -5,295,840.332 (meters)                     COMP
 AE4943  Z           -   3,502,816.187 (meters)                     COMP
 AE4943  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AE4943  ELLIP HEIGHT-         200.11  (meters)          (12/11/97) GPS OBS
 AE4943  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AE4943
 AE4943  HORZ ORDER  -  FIRST
 AE4943  ELLP ORDER  -  FOURTH    CLASS I
 AE4943
 AE4943.The horizontal coordinates were established by GPS observations
 AE4943.and adjusted by the National Geodetic Survey in December 1997..
 AE4943
 AE4943.The orthometric height was determined by GPS observations and a
 AE4943.high-resolution geoid model.
 AE4943
 AE4943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4943
 AE4943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4943
 AE4943.The ellipsoidal height was determined by GPS observations
 AE4943.and is referenced to NAD 83.
 AE4943
 AE4943.The geoid height was determined by GEOID03.
 AE4943
 AE4943;                    North         East     Units Scale Factor Converg.
 AE4943;SPC GA W     -   390,896.958   692,706.663   MT  0.99990066   -0 02 36.1
 AE4943;SPC GA W     - 1,282,467.77  2,272,655.11   sFT  0.99990066   -0 02 36.1
 AE4943;UTM  16      - 3,712,960.885   755,845.191   MT  1.00040707   +1 31 20.4
 AE4943
 AE4943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4943!SPC GA W     -   0.99996859  x   0.99990066  =   0.99986925
 AE4943!UTM  16      -   0.99996859  x   1.00040707  =   1.00037564
 AE4943
 AE4943                          SUPERSEDED SURVEY CONTROL
 AE4943
 AE4943.No superseded survey control is available for this station.
 AE4943
 AE4943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5584512961(NAD 83)
 AE4943_MARKER: DD = SURVEY DISK
 AE4943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4943_STAMPING: A0077 1997
 AE4943_MARK LOGO: GA-151
 AE4943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4943+STABILITY: SURFACE MOTION
 AE4943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4943+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4943
 AE4943  HISTORY     - Date     Condition        Report By
 AE4943  HISTORY     - 1997     MONUMENTED       MSI
 AE4943  HISTORY     - 20060522 MARK NOT FOUND   INDIV
 AE4943
 AE4943                          STATION DESCRIPTION
 AE4943
 AE4943'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4943'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH-SOUTHWEST OF
 AE4943'STOCKBRODGE ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE
 AE4943'JUNCTION OF INTERSTATE 675 AND STATE HWY 138 (INTERCHANGE 1 ON I-675)
 AE4943'PROCEED EAST ON STATE HWY 138 FOR 0.5 MI (0.8 KM) TO THE JUNCTION WITH
 AE4943'US HWY 23 (STATE HWY 42/138) . TURN RIGHT AND PROCEED SOUTHEAST ON US
 AE4943'HWY 23 FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH FLIPPEN ROAD.  TURN
 AE4943'RIGHT AND PROCEED SOUTH ON FLIPPEN ROAD FOR 1.35 MI (2.17 KM) TO THE
 AE4943'JUNCTION WITH ARBOR COVE DRIVE AND CARERRA ROAD AND THE STATION ON THE
 AE4943'RIGHT IN THE SOUTHWEST QUADRANT OF THE INTERSECTION THE STATION IS A
 AE4943'HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE
 AE4943'MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .
 AE4943'THE TOP OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS
 AE4943'LOCATED 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF FLIPPEN ROAD, 22.3
 AE4943'FT (6.8 M) EAST OF THE EASTERNMOST CORNER FENCE PILLAR, 9.5 FT (2.9 M)
 AE4943'SOUTH OF A CONCRETE CULVERT, AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 AE4943'WITNESS POST
 AE4943
 AE4943                          STATION RECOVERY (2006)
 AE4943
 AE4943'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4943'MARK NOT FOUND,NEW CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4944 ***********************************************************************
 AE4944  DESIGNATION -  A0078
 AE4944  PID         -  AE4944
 AE4944  STATE/COUNTY-  GA/HENRY
 AE4944  USGS QUAD   -  HAMPTON (1982)
 AE4944
 AE4944                         *CURRENT SURVEY CONTROL
 AE4944  ___________________________________________________________________
 AE4944* NAD 83(1994)-  33 27 35.59867(N)    084 17 18.91683(W)     ADJUSTED  
 AE4944* NAVD 88     -       273.4    (meters)     897.     (feet)  GPS OBS   
 AE4944  ___________________________________________________________________
 AE4944  X           -     530,104.962 (meters)                     COMP
 AE4944  Y           -  -5,300,284.542 (meters)                     COMP
 AE4944  Z           -   3,496,758.300 (meters)                     COMP
 AE4944  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AE4944  ELLIP HEIGHT-         244.37  (meters)          (12/11/97) GPS OBS
 AE4944  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AE4944
 AE4944  HORZ ORDER  -  FIRST
 AE4944  ELLP ORDER  -  FOURTH    CLASS I
 AE4944
 AE4944.The horizontal coordinates were established by GPS observations
 AE4944.and adjusted by the National Geodetic Survey in December 1997..
 AE4944
 AE4944.The orthometric height was determined by GPS observations and a
 AE4944.high-resolution geoid model.
 AE4944
 AE4944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4944
 AE4944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4944
 AE4944.The ellipsoidal height was determined by GPS observations
 AE4944.and is referenced to NAD 83.
 AE4944
 AE4944.The geoid height was determined by GEOID03.
 AE4944
 AE4944;                    North         East     Units Scale Factor Converg.
 AE4944;SPC GA W     -   383,608.502   688,666.666   MT  0.99990158   -0 04 02.0
 AE4944;SPC GA W     - 1,258,555.56  2,259,400.55   sFT  0.99990158   -0 04 02.0
 AE4944;UTM  16      - 3,705,561.202   752,003.774   MT  1.00038302   +1 29 44.6
 AE4944
 AE4944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4944!SPC GA W     -   0.99996164  x   0.99990158  =   0.99986322
 AE4944!UTM  16      -   0.99996164  x   1.00038302  =   1.00034464
 AE4944
 AE4944|---------------------------------------------------------------------|
 AE4944| PID    Reference Object                     Distance      Geod. Az  |
 AE4944|                                                           dddmmss.s |
 AE4944| AE5055 A9078                               333.427 METERS 09608     |
 AE4944|---------------------------------------------------------------------|
 AE4944
 AE4944                          SUPERSEDED SURVEY CONTROL
 AE4944
 AE4944.No superseded survey control is available for this station.
 AE4944
 AE4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5200405561(NAD 83)
 AE4944_MARKER: DD = SURVEY DISK
 AE4944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4944_STAMPING: A0078 1997
 AE4944_MARK LOGO: GA-151
 AE4944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4944+STABILITY: SURFACE MOTION
 AE4944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4944+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 AE4944
 AE4944  HISTORY     - Date     Condition        Report By
 AE4944  HISTORY     - 1997     MONUMENTED       MSI
 AE4944  HISTORY     - 20050830 GOOD             GADT
 AE4944
 AE4944                          STATION DESCRIPTION
 AE4944
 AE4944'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4944'THE STATION IS LOCATED ABOUT 9.4 KM (5.85 MI) SOUTHEAST OF JONESBORO
 AE4944'AND 8.3 KM (5.15 MI) NORTH OF HAMPTON ALONG A ROAD RIGHT OF WAY TO
 AE4944'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND JONESBORO
 AE4944'ROAD (INTERCHANGE 71 ON I-75) PROCEED WEST THEN SOUTHWEST ON JONESBORO
 AE4944'ROAD FOR 5.2 MI (8.4 KM) TO THE JUNCTION WITH BABBS MILL ROAD.  TURN
 AE4944'LEFT AND PROCEED EAST ON BABBS MILL ROAD FOR 0.15 MI (0.24 KM) TO THE
 AE4944'STATION ON THE RIGHT JUST EAST OF A FARM ROAD LEADING NORTH THE
 AE4944'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4944'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4944'(0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4944'STATION IS LOCATED 28.9 FT (8.8 M) SOUTHWEST OF A POWER POLE, 15.0 FT
 AE4944'(4.6 M) NORTH OF THE CENTERLINE OF BABBS MILL ROAD, 14.3 FT (4.4 M)
 AE4944'EAST OF THE CENTERLINE OF A FARM ROAD LEADING NORTH, AND 1.0 FT (0.3
 AE4944'M) SOUTH OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9078
 AE4944'IS 0.2 MI (0.3 KM) FURTHER EAST ALONG BABBS MILL ROAD ON THE RIGHT
 AE4944
 AE4944                          STATION RECOVERY (2005)
 AE4944
 AE4944'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 AE4944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4945 ***********************************************************************
 AE4945  DESIGNATION -  A0079
 AE4945  PID         -  AE4945
 AE4945  STATE/COUNTY-  GA/HENRY
 AE4945  USGS QUAD   -  KELLEYTOWN (1982)
 AE4945
 AE4945                         *CURRENT SURVEY CONTROL
 AE4945  ___________________________________________________________________
 AE4945* NAD 83(1994)-  33 30 06.79822(N)    084 02 54.43626(W)     ADJUSTED  
 AE4945* NAVD 88     -       211.0    (meters)     692.     (feet)  GPS OBS   
 AE4945  ___________________________________________________________________
 AE4945  X           -     552,042.519 (meters)                     COMP
 AE4945  Y           -  -5,295,408.561 (meters)                     COMP
 AE4945  Z           -   3,500,609.455 (meters)                     COMP
 AE4945  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AE4945  ELLIP HEIGHT-         182.10  (meters)          (12/11/97) GPS OBS
 AE4945  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AE4945
 AE4945  HORZ ORDER  -  FIRST
 AE4945  ELLP ORDER  -  FOURTH    CLASS I
 AE4945
 AE4945.The horizontal coordinates were established by GPS observations
 AE4945.and adjusted by the National Geodetic Survey in December 1997..
 AE4945
 AE4945.The orthometric height was determined by GPS observations and a
 AE4945.high-resolution geoid model.
 AE4945
 AE4945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4945
 AE4945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4945
 AE4945.The ellipsoidal height was determined by GPS observations
 AE4945.and is referenced to NAD 83.
 AE4945
 AE4945.The geoid height was determined by GEOID03.
 AE4945
 AE4945;                    North         East     Units Scale Factor Converg.
 AE4945;SPC GA W     -   388,265.976   710,983.240   MT  0.99990149   +0 03 54.9
 AE4945;SPC GA W     - 1,273,835.96  2,332,617.51   sFT  0.99990149   +0 03 54.9
 AE4945;UTM  16      - 3,710,828.929   774,197.199   MT  1.00052702   +1 37 48.6
 AE4945;UTM  17      - 3,711,089.452   216,796.708   MT  1.00058893   -1 41 01.5
 AE4945
 AE4945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4945!SPC GA W     -   0.99997141  x   0.99990149  =   0.99987291
 AE4945!UTM  16      -   0.99997141  x   1.00052702  =   1.00049842
 AE4945!UTM  17      -   0.99997141  x   1.00058893  =   1.00056033
 AE4945
 AE4945:                Primary Azimuth Mark                     Grid Az
 AE4945:SPC GA W     -  A9079                                    254 43 06.5
 AE4945:UTM  16      -  A9079                                    253 09 12.8
 AE4945:UTM  17      -  A9079                                    256 28 02.9
 AE4945
 AE4945|---------------------------------------------------------------------|
 AE4945| PID    Reference Object                     Distance      Geod. Az  |
 AE4945|                                                           dddmmss.s |
 AE4945| AE5056 A9079                               437.237 METERS 2544701.4 |
 AE4945|---------------------------------------------------------------------|
 AE4945
 AE4945                          SUPERSEDED SURVEY CONTROL
 AE4945
 AE4945.No superseded survey control is available for this station.
 AE4945
 AE4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7419710829(NAD 83)
 AE4945_MARKER: DD = SURVEY DISK
 AE4945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4945_STAMPING: A0079 1997
 AE4945_MARK LOGO: GA-151
 AE4945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4945+STABILITY: SURFACE MOTION
 AE4945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4945+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4945
 AE4945  HISTORY     - Date     Condition        Report By
 AE4945  HISTORY     - 1997     MONUMENTED       MSI
 AE4945
 AE4945                          STATION DESCRIPTION
 AE4945
 AE4945'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4945'THE STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) NORTH OF OLA AND 5.5 KM
 AE4945'(3.40 MI) SOUTHEAST OF KELLEYTOWN ALONG A ROAD RIGHT OF WAY TO REACH
 AE4945'THE STATION FROM THE JUNCTION OF STATE HWY 155 NORTH AND STATE HWY 20
 AE4945'(LAWRENCEVILLE ST) IN MCDONOUGH PROCEED NORTHEAST ON STATE HWY 20 FOR
 AE4945'5.2 MI (8.4 KM) TO THE JUNCTION WITH EAST LAKE ROAD.  TURN RIGHT AND
 AE4945'PROCEED EAST THEN SOUTHEAST ON EAST LAKE ROAD FOR 0.6 MI (1.0 KM) TO A
 AE4945'STOP SIGN AT THE JUNCTION WITH HARPER ROAD. TURN LEFT AND PROCEED
 AE4945'NORTHEAST ON EAST LAKE ROAD FOR 1.3 MI (2.1 KM) TO THE STATION ON THE
 AE4945'LEFT THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A
 AE4945'10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A
 AE4945'DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE
 AE4945'GROUND. THE STATION IS LOCATED 49.6 FT (15.1 M) WEST OF MAILBOX NO
 AE4945'2920, 13.3 FT (4.1 M) NORTH OF THE CENTERLINE OF EAST LAKE ROAD, 9.2
 AE4945'FT (2.8 M) SOUTHEAST OF A FENCE LINE, AND 1.0 FT (0.3 M) SOUTH OF A
 AE4945'CARSONITE WITNESS POST HENRY COUNTY AZIMUTH MARK A9079 IS 0.2 MI (0.3
 AE4945'KM) SOUTHWEST ALONG EAST LAKE ROAD ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4946 ***********************************************************************
 AE4946  DESIGNATION -  A0080
 AE4946  PID         -  AE4946
 AE4946  STATE/COUNTY-  GA/HENRY
 AE4946  USGS QUAD   -  OLA (1982)
 AE4946
 AE4946                         *CURRENT SURVEY CONTROL
 AE4946  ___________________________________________________________________
 AE4946* NAD 83(1994)-  33 27 49.18195(N)    084 02 21.68011(W)     ADJUSTED  
 AE4946* NAVD 88     -       233.2    (meters)     765.     (feet)  GPS OBS   
 AE4946  ___________________________________________________________________
 AE4946  X           -     553,128.290 (meters)                     COMP
 AE4946  Y           -  -5,297,665.756 (meters)                     COMP
 AE4946  Z           -   3,497,085.361 (meters)                     COMP
 AE4946  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AE4946  ELLIP HEIGHT-         204.33  (meters)          (12/11/97) GPS OBS
 AE4946  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AE4946
 AE4946  HORZ ORDER  -  FIRST
 AE4946  ELLP ORDER  -  FOURTH    CLASS I
 AE4946
 AE4946.The horizontal coordinates were established by GPS observations
 AE4946.and adjusted by the National Geodetic Survey in December 1997..
 AE4946
 AE4946.The orthometric height was determined by GPS observations and a
 AE4946.high-resolution geoid model.
 AE4946
 AE4946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4946
 AE4946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4946
 AE4946.The ellipsoidal height was determined by GPS observations
 AE4946.and is referenced to NAD 83.
 AE4946
 AE4946.The geoid height was determined by GEOID03.
 AE4946
 AE4946;                    North         East     Units Scale Factor Converg.
 AE4946;SPC GA W     -   384,027.550   711,833.830   MT  0.99990173   +0 04 12.7
 AE4946;SPC GA W     - 1,259,930.39  2,335,408.16   sFT  0.99990173   +0 04 12.7
 AE4946;UTM  16      - 3,706,612.650   775,163.771   MT  1.00053358   +1 38 00.8
 AE4946;UTM  17      - 3,706,824.132   217,518.100   MT  1.00058391   -1 40 37.3
 AE4946
 AE4946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4946!SPC GA W     -   0.99996792  x   0.99990173  =   0.99986966
 AE4946!UTM  16      -   0.99996792  x   1.00053358  =   1.00050149
 AE4946!UTM  17      -   0.99996792  x   1.00058391  =   1.00055181
 AE4946
 AE4946                          SUPERSEDED SURVEY CONTROL
 AE4946
 AE4946.No superseded survey control is available for this station.
 AE4946
 AE4946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7516406613(NAD 83)
 AE4946_MARKER: DD = SURVEY DISK
 AE4946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4946_STAMPING: A0080 1997
 AE4946_MARK LOGO: GA-151
 AE4946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4946+STABILITY: SURFACE MOTION
 AE4946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4946+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4946
 AE4946  HISTORY     - Date     Condition        Report By
 AE4946  HISTORY     - 1997     MONUMENTED       MSI
 AE4946
 AE4946                          STATION DESCRIPTION
 AE4946
 AE4946'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4946'THE STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHEAST OF KELLEYTOWN
 AE4946'AND 3.1 KM (1.90 MI) NORTH OF OLA ALONG A ROAD RIGHT OF WAY TO REACH
 AE4946'THE STATION FROM THE JUNCTION OF STATE HWY 81 EAST AND STATE HWY 20
 AE4946'NORTH IN MCDONOUGH PROCEED SOUTHEAST THEN EAST ON STATE HWY 81 FOR 6.1
 AE4946'MI (9.8 KM) TO THE JUNCTION WITH NORTH OLA ROAD.  TURN LEFT AND
 AE4946'PROCEED NORTH ON NORTH OLA ROAD FOR 0.9 MILES (1.4 KM) TO THE JUNCTION
 AE4946'WITH SNAPPING SHOALS ROAD.  CONTINUE NORTH ON NORTH OLA ROAD FOR 1.0
 AE4946'MI (1.6 KM) TO THE STATION ON THE LEFT SOUTH OF THE JUNCTION WITH
 AE4946'TIMBER DRIVE THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE
 AE4946'TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET
 AE4946'TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE
 AE4946'GROUND LEVEL.  THE STATION IS LOCATED 203.5 FT (62.0 M) NORTH OF A
 AE4946'POWER POLE, 93.3 FT (28.4 M) SOUTH OF A POWER POLE, 26.2 FT (8.0 M)
 AE4946'WEST OF THE CENTERLINE OF NORTH OLA ROAD, AND 1.0 FT (0.3 M) NORTH OF
 AE4946'A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4947 ***********************************************************************
 AE4947  DESIGNATION -  A0081
 AE4947  PID         -  AE4947
 AE4947  STATE/COUNTY-  GA/HENRY
 AE4947  USGS QUAD   -  OLA (1982)
 AE4947
 AE4947                         *CURRENT SURVEY CONTROL
 AE4947  ___________________________________________________________________
 AE4947* NAD 83(1994)-  33 29 29.05867(N)    084 05 08.13828(W)     ADJUSTED  
 AE4947* NAVD 88     -       228.5    (meters)     750.     (feet)  GPS OBS   
 AE4947  ___________________________________________________________________
 AE4947  X           -     548,677.514 (meters)                     COMP
 AE4947  Y           -  -5,296,418.075 (meters)                     COMP
 AE4947  Z           -   3,499,649.448 (meters)                     COMP
 AE4947  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AE4947  ELLIP HEIGHT-         199.57  (meters)          (12/11/97) GPS OBS
 AE4947  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE4947
 AE4947  HORZ ORDER  -  FIRST
 AE4947  ELLP ORDER  -  FOURTH    CLASS I
 AE4947
 AE4947.The horizontal coordinates were established by GPS observations
 AE4947.and adjusted by the National Geodetic Survey in December 1997..
 AE4947
 AE4947.The orthometric height was determined by GPS observations and a
 AE4947.high-resolution geoid model.
 AE4947
 AE4947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4947
 AE4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4947
 AE4947.The ellipsoidal height was determined by GPS observations
 AE4947.and is referenced to NAD 83.
 AE4947
 AE4947.The geoid height was determined by GEOID03.
 AE4947
 AE4947;                    North         East     Units Scale Factor Converg.
 AE4947;SPC GA W     -   387,100.052   707,533.473   MT  0.99990070   +0 02 41.1
 AE4947;SPC GA W     - 1,270,010.75  2,321,299.40   sFT  0.99990070   +0 02 41.1
 AE4947;UTM  16      - 3,709,568.468   770,778.455   MT  1.00050405   +1 36 33.1
 AE4947
 AE4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4947!SPC GA W     -   0.99996867  x   0.99990070  =   0.99986937
 AE4947!UTM  16      -   0.99996867  x   1.00050405  =   1.00047270
 AE4947
 AE4947                          SUPERSEDED SURVEY CONTROL
 AE4947
 AE4947.No superseded survey control is available for this station.
 AE4947
 AE4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7077809568(NAD 83)
 AE4947_MARKER: DD = SURVEY DISK
 AE4947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4947_STAMPING: A0081 1997
 AE4947_MARK LOGO: GA-151
 AE4947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4947+STABILITY: SURFACE MOTION
 AE4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4947+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4947
 AE4947  HISTORY     - Date     Condition        Report By
 AE4947  HISTORY     - 1997     MONUMENTED       MSI
 AE4947
 AE4947                          STATION DESCRIPTION
 AE4947
 AE4947'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4947'THE STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) NORTHEAST OF MCDONOUGH
 AE4947'AND 7.3 KM (4.55 MI) NORTHWEST OF OLA ALONG A ROAD RIGHT OF WAY TO
 AE4947'REACH THE STATION FROM THE JUNCTION OF STATE HWY 155 NORTH AND STATE
 AE4947'HWY 20 (LAWRENCEVILLE ST) IN MCDONOUGH PROCEED NORTHEAST ON STATE HWY
 AE4947'20 FOR 4.4 MI (7.1 KM) TO THE Y JUNCTION WITH HARPER ROAD AND THE
 AE4947'STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE INTERSECTION THE
 AE4947'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4947'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4947'(0.9 M) .  THE TOP OF THE MONUMENT IS 0.5 IN ABOVE GROUND LEVEL.  THE
 AE4947'STATION IS LOCATED 59.2 FT (18.0 M) SOUTH OF A FIRE HYDRANT, 37.0 FT
 AE4947'(11.3 M) NORTH OF THE CENTERLINE OF HARPER ROAD, 32.0 FT (9.8 M) EAST
 AE4947'OF THE CENTERLINE OF STATE HWY 20, AND 1.0 FT (0.3 M) WEST OF A
 AE4947'CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4948 ***********************************************************************
 AE4948  DESIGNATION -  A0082
 AE4948  PID         -  AE4948
 AE4948  STATE/COUNTY-  GA/HENRY
 AE4948  USGS QUAD   -  JONESBORO (1993)
 AE4948
 AE4948                         *CURRENT SURVEY CONTROL
 AE4948  ___________________________________________________________________
 AE4948* NAD 83(1994)-  33 31 35.55463(N)    084 16 06.05262(W)     ADJUSTED  
 AE4948* NAVD 88     -       264.8    (meters)     869.     (feet)  GPS OBS   
 AE4948  ___________________________________________________________________
 AE4948  X           -     531,569.108 (meters)                     COMP
 AE4948  Y           -  -5,296,030.284 (meters)                     COMP
 AE4948  Z           -   3,502,919.000 (meters)                     COMP
 AE4948  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AE4948  ELLIP HEIGHT-         235.64  (meters)          (12/11/97) GPS OBS
 AE4948  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AE4948
 AE4948  HORZ ORDER  -  FIRST
 AE4948  ELLP ORDER  -  FOURTH    CLASS I
 AE4948
 AE4948.The horizontal coordinates were established by GPS observations
 AE4948.and adjusted by the National Geodetic Survey in December 1997..
 AE4948
 AE4948.The orthometric height was determined by GPS observations and a
 AE4948.high-resolution geoid model.
 AE4948
 AE4948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4948
 AE4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4948
 AE4948.The ellipsoidal height was determined by GPS observations
 AE4948.and is referenced to NAD 83.
 AE4948
 AE4948.The geoid height was determined by GEOID03.
 AE4948
 AE4948;                    North         East     Units Scale Factor Converg.
 AE4948;SPC GA W     -   390,998.604   690,555.344   MT  0.99990110   -0 03 22.2
 AE4948;SPC GA W     - 1,282,801.25  2,265,596.99   sFT  0.99990110   -0 03 22.2
 AE4948;UTM  16      - 3,713,003.733   753,690.822   MT  1.00039353   +1 30 34.4
 AE4948
 AE4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4948!SPC GA W     -   0.99996301  x   0.99990110  =   0.99986411
 AE4948!UTM  16      -   0.99996301  x   1.00039353  =   1.00035652
 AE4948
 AE4948                          SUPERSEDED SURVEY CONTROL
 AE4948
 AE4948.No superseded survey control is available for this station.
 AE4948
 AE4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5369113004(NAD 83)
 AE4948_MARKER: DD = SURVEY DISK
 AE4948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4948_STAMPING: A0082 1997
 AE4948_MARK LOGO: GA-151
 AE4948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4948+STABILITY: SURFACE MOTION
 AE4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4948+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4948
 AE4948  HISTORY     - Date     Condition        Report By
 AE4948  HISTORY     - 1997     MONUMENTED       MSI
 AE4948  HISTORY     - 20060522 GOOD             INDIV
 AE4948
 AE4948                          STATION DESCRIPTION
 AE4948
 AE4948'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4948'THE STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) EAST OF JONESBORO AND
 AE4948'3.8 KM (2.35 MI) SOUTHWEST OF STOCKBRIDGE ALONG A ROAD RIGHT OF WAY TO
 AE4948'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 675 AND STATE HWY
 AE4948'138 (INTERCHANGE 1 ON I-675) PROCEED EAST ON STATE HWY 138 FOR 0.5 MI
 AE4948'(0.8 KM) TO THE JUNCTION WITH US HWY 23 (STATE HWY 42/138) . TURN
 AE4948'RIGHT AND PROCEED SOUTHEAST ON US HWY 23 FOR 1.0 MI (1.6 KM) TO THE
 AE4948'JUNCTION WITH FLIPPEN ROAD.  TURN RIGHT AND PROCEED SOUTH ON FLIPPEN
 AE4948'ROAD FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH WALT STEPHENS ROAD.
 AE4948'TURN RIGHT AND PROCEED WEST ON WALT STEPHENS ROAD FOR 1.4 MI (2.3 KM)
 AE4948'TO THE JUNCTION WITH MANDERLEY DRIVE AND THE STATION ON THE LEFT IN
 AE4948'THE SOUTHEAST QUADRANT OF THE INTERSECTION THE STATION IS A HENRY
 AE4948'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4948'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4948'OF THE MONUMENT IS 1 IN ABOVE GROUND LEVEL. THE STATION IS LOCATED
 AE4948'68.0 EAST OF THE NORTH APEX OF THE ISLAND IN THE CENTER OF MANDERLEY
 AE4948'DRIVE, 20.0 FT (6.1 M) SOUTH OF THE CENTERLINE OF WALT STEPHENS ROAD,
 AE4948'8.5 FT (2.6 M) NORTHEAST OF A STORM DRAIN, AND 1.0 FT (0.3 M) NORTH OF
 AE4948'A CARSONITE WITNESS POST
 AE4948
 AE4948                          STATION RECOVERY (2006)
 AE4948
 AE4948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4948'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4949 ***********************************************************************
 AE4949  DESIGNATION -  A0083
 AE4949  PID         -  AE4949
 AE4949  STATE/COUNTY-  GA/HENRY
 AE4949  USGS QUAD   -  JONESBORO (1993)
 AE4949
 AE4949                         *CURRENT SURVEY CONTROL
 AE4949  ___________________________________________________________________
 AE4949* NAD 83(1994)-  33 33 12.19621(N)    084 15 33.72837(W)     ADJUSTED  
 AE4949* NAVD 88     -       262.8    (meters)     862.     (feet)  GPS OBS   
 AE4949  ___________________________________________________________________
 AE4949  X           -     532,234.327 (meters)                     COMP
 AE4949  Y           -  -5,294,308.311 (meters)                     COMP
 AE4949  Z           -   3,505,399.698 (meters)                     COMP
 AE4949  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AE4949  ELLIP HEIGHT-         233.61  (meters)          (12/11/97) GPS OBS
 AE4949  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AE4949
 AE4949  HORZ ORDER  -  FIRST
 AE4949  ELLP ORDER  -  FOURTH    CLASS I
 AE4949
 AE4949.The horizontal coordinates were established by GPS observations
 AE4949.and adjusted by the National Geodetic Survey in December 1997..
 AE4949
 AE4949.The orthometric height was determined by GPS observations and a
 AE4949.high-resolution geoid model.
 AE4949
 AE4949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4949
 AE4949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4949
 AE4949.The ellipsoidal height was determined by GPS observations
 AE4949.and is referenced to NAD 83.
 AE4949
 AE4949.The geoid height was determined by GEOID03.
 AE4949
 AE4949;                    North         East     Units Scale Factor Converg.
 AE4949;SPC GA W     -   393,975.003   691,392.015   MT  0.99990091   -0 03 04.5
 AE4949;SPC GA W     - 1,292,566.32  2,268,341.97   sFT  0.99990091   -0 03 04.5
 AE4949;UTM  16      - 3,716,003.372   754,446.200   MT  1.00039826   +1 30 56.2
 AE4949
 AE4949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4949!SPC GA W     -   0.99996333  x   0.99990091  =   0.99986424
 AE4949!UTM  16      -   0.99996333  x   1.00039826  =   1.00036157
 AE4949
 AE4949                          SUPERSEDED SURVEY CONTROL
 AE4949
 AE4949.No superseded survey control is available for this station.
 AE4949
 AE4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5444616003(NAD 83)
 AE4949_MARKER: DD = SURVEY DISK
 AE4949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4949_STAMPING: A0083 1997
 AE4949_MARK LOGO: GA-151
 AE4949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4949+STABILITY: SURFACE MOTION
 AE4949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4949+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4949
 AE4949  HISTORY     - Date     Condition        Report By
 AE4949  HISTORY     - 1997     MONUMENTED       MSI
 AE4949
 AE4949                          STATION DESCRIPTION
 AE4949
 AE4949'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4949'THE STATION IS LOCATED ABOUT 9.4 KM (5.85 MI) EAST-NORTHEAST OF
 AE4949'JONESBORO AND 2.6 KM (1.60 MI) WEST-NORTHWEST OF STOCKBRIDGE ALONG A
 AE4949'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE4949'675 AND STATE HWY 138 (INTERCHANGE 1 ON I-675) PROCEED EAST ON STATE
 AE4949'HWY 138 FOR 0.5 MI (0.8 KM) TO THE JUNCTION WITH US HWY 23 (STATE HWY
 AE4949'42/138) AND THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF THE
 AE4949'INTERSECTION IN FRONT OF A CHEVRON GAS STATION THE STATION IS A HENRY
 AE4949'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4949'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4949'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 78.0
 AE4949'FT (23.8 M) SOUTHWEST OF A POWER POLE, 50.5 FT (15.4 M) WEST OF A MAN
 AE4949'HOLE, 19.6 FT (6.0 M) SOUTHEAST OF A HWY RIGHT OF WAY MARKER, AND 6.0
 AE4949'FT (1.8 M) NORTH OF THE NORTH EDGE OF THE CURB FOR STATE HWY 138
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4950 ***********************************************************************
 AE4950  DESIGNATION -  A0084
 AE4950  PID         -  AE4950
 AE4950  STATE/COUNTY-  GA/HENRY
 AE4950  USGS QUAD   -  HAMPTON (1982)
 AE4950
 AE4950                         *CURRENT SURVEY CONTROL
 AE4950  ___________________________________________________________________
 AE4950* NAD 83(1994)-  33 24 05.06412(N)    084 17 28.55739(W)     ADJUSTED  
 AE4950* NAVD 88     -       279.1    (meters)     916.     (feet)  GPS OBS   
 AE4950  ___________________________________________________________________
 AE4950  X           -     530,213.194 (meters)                     COMP
 AE4950  Y           -  -5,303,870.089 (meters)                     COMP
 AE4950  Z           -   3,491,348.113 (meters)                     COMP
 AE4950  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AE4950  ELLIP HEIGHT-         250.22  (meters)          (12/11/97) GPS OBS
 AE4950  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE4950
 AE4950  HORZ ORDER  -  FIRST
 AE4950  ELLP ORDER  -  FOURTH    CLASS I
 AE4950
 AE4950.The horizontal coordinates were established by GPS observations
 AE4950.and adjusted by the National Geodetic Survey in December 1997..
 AE4950
 AE4950.The orthometric height was determined by GPS observations and a
 AE4950.high-resolution geoid model.
 AE4950
 AE4950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4950
 AE4950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4950
 AE4950.The ellipsoidal height was determined by GPS observations
 AE4950.and is referenced to NAD 83.
 AE4950
 AE4950.The geoid height was determined by GEOID03.
 AE4950
 AE4950;                    North         East     Units Scale Factor Converg.
 AE4950;SPC GA W     -   377,123.096   688,409.966   MT  0.99990166   -0 04 06.9
 AE4950;SPC GA W     - 1,237,278.02  2,258,558.36   sFT  0.99990166   -0 04 06.9
 AE4950;UTM  16      - 3,699,068.086   751,923.885   MT  1.00038253   +1 29 31.0
 AE4950
 AE4950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4950!SPC GA W     -   0.99996072  x   0.99990166  =   0.99986238
 AE4950!UTM  16      -   0.99996072  x   1.00038253  =   1.00034323
 AE4950
 AE4950                          SUPERSEDED SURVEY CONTROL
 AE4950
 AE4950.No superseded survey control is available for this station.
 AE4950
 AE4950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5192499068(NAD 83)
 AE4950_MARKER: DD = SURVEY DISK
 AE4950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4950_STAMPING: A0084 1997
 AE4950_MARK LOGO: GA-151
 AE4950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4950+STABILITY: SURFACE MOTION
 AE4950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4950+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4950
 AE4950  HISTORY     - Date     Condition        Report By
 AE4950  HISTORY     - 1997     MONUMENTED       MSI
 AE4950
 AE4950                          STATION DESCRIPTION
 AE4950
 AE4950'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4950'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTH OF HAMPTON ALONG A
 AE4950'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY
 AE4950'20 WEST AND THE OLD DIXIE HWY IN HAMPTON PROCEED NORTH ON THE OLD
 AE4950'DIXIE HWY FOR 1.4 MI (2.3 KM) TO THE JUNCTION WITH AMAH LEE ROAD AND
 AE4950'WALL STREET AND THE STATION ON THE LEFT IN THE SOUTHWEST QUADRANT OF
 AE4950'THE INTERSECTION THE STATION IS A HENRY COUNTY SURVEY DISK SET INTO
 AE4950'THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD AND
 AE4950'SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS 1 IN
 AE4950'ABOVE GROUND LEVEL. THE STATION IS LOCATED 43.1 FT (13.1 M) EAST OF
 AE4950'THE RAILROAD TRACKS, 39.0 FT (11.9 M) SOUTH OF THE CENTERLINE OF AMAH
 AE4950'LEE ROAD, 34.5 FT (10.5 M) WEST OF THE CENTERLINE OF THE OLD DIXIE
 AE4950'HWY, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4951 ***********************************************************************
 AE4951  DESIGNATION -  A0085
 AE4951  PID         -  AE4951
 AE4951  STATE/COUNTY-  GA/HENRY
 AE4951  USGS QUAD   -  HAMPTON (1982)
 AE4951
 AE4951                         *CURRENT SURVEY CONTROL
 AE4951  ___________________________________________________________________
 AE4951* NAD 83(1994)-  33 24 09.93409(N)    084 15 58.73464(W)     ADJUSTED  
 AE4951* NAVD 88     -       259.9    (meters)     853.     (feet)  GPS OBS   
 AE4951  ___________________________________________________________________
 AE4951  X           -     532,512.985 (meters)                     COMP
 AE4951  Y           -  -5,303,540.590 (meters)                     COMP
 AE4951  Z           -   3,491,462.826 (meters)                     COMP
 AE4951  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AE4951  ELLIP HEIGHT-         231.06  (meters)          (12/11/97) GPS OBS
 AE4951  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AE4951
 AE4951  HORZ ORDER  -  FIRST
 AE4951  ELLP ORDER  -  FOURTH    CLASS I
 AE4951
 AE4951.The horizontal coordinates were established by GPS observations
 AE4951.and adjusted by the National Geodetic Survey in December 1997..
 AE4951
 AE4951.The orthometric height was determined by GPS observations and a
 AE4951.high-resolution geoid model.
 AE4951
 AE4951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4951
 AE4951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4951
 AE4951.The ellipsoidal height was determined by GPS observations
 AE4951.and is referenced to NAD 83.
 AE4951
 AE4951.The geoid height was determined by GEOID03.
 AE4951
 AE4951;                    North         East     Units Scale Factor Converg.
 AE4951;SPC GA W     -   377,270.619   690,730.992   MT  0.99990106   -0 03 17.5
 AE4951;SPC GA W     - 1,237,762.02  2,266,173.26   sFT  0.99990106   -0 03 17.5
 AE4951;UTM  16      - 3,699,278.867   754,241.164   MT  1.00039700   +1 30 20.7
 AE4951
 AE4951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4951!SPC GA W     -   0.99996373  x   0.99990106  =   0.99986479
 AE4951!UTM  16      -   0.99996373  x   1.00039700  =   1.00036071
 AE4951
 AE4951                          SUPERSEDED SURVEY CONTROL
 AE4951
 AE4951.No superseded survey control is available for this station.
 AE4951
 AE4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5424199279(NAD 83)
 AE4951_MARKER: DD = SURVEY DISK
 AE4951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4951_STAMPING: A0085 1997
 AE4951_MARK LOGO: GA-151
 AE4951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4951+STABILITY: SURFACE MOTION
 AE4951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4951+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4951
 AE4951  HISTORY     - Date     Condition        Report By
 AE4951  HISTORY     - 1997     MONUMENTED       MSI
 AE4951
 AE4951                          STATION DESCRIPTION
 AE4951
 AE4951'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4951'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF HAMPTON
 AE4951'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4951'STATE HWY 20 WEST AND THE OLD DIXIE HWY IN HAMPTON PROCEED NORTH ON
 AE4951'THE OLD DIXIE HWY FOR 0.35 MI (0.56 KM) TO THE JUNCTION WITH ELM
 AE4951'STREET.  TURN RIGHT AND PROCEED EAST THEN NORTH ON ELM STREET FOR 0.8
 AE4951'MI (1.3 KM) TO A SHARP TURN TO THE EAST.  TURN RIGHT AND CONTINUE EAST
 AE4951'THEN NORTH ON ELM STREET (WHICH CHANGES TO WYNN DRIVE) FOR 0.7 MI (1.1
 AE4951'KM) TO THE JUNCTION WITH FEARS ROAD.  CONTINUE NORTH ON WYNN DRIVE FOR
 AE4951'0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT THE STATION IS A HENRY
 AE4951'COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4951'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4951'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 356.0
 AE4951'FT (108.5 M) NORTHWEST OF THE NORTH END OF A CULVERT, 18.0 FT (5.5 M)
 AE4951'NORTHEAST OF THE CENTERLINE OF WYNN DRIVE, 14.5 FT (4.4 M) SOUTHWEST
 AE4951'OF A FENCE LINE, AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4952 ***********************************************************************
 AE4952  DESIGNATION -  A0086
 AE4952  PID         -  AE4952
 AE4952  STATE/COUNTY-  GA/HENRY
 AE4952  USGS QUAD   -  MC DONOUGH (1981)
 AE4952
 AE4952                         *CURRENT SURVEY CONTROL
 AE4952  ___________________________________________________________________
 AE4952* NAD 83(1994)-  33 25 50.96295(N)    084 08 08.03873(W)     ADJUSTED  
 AE4952* NAVD 88     -       264.8    (meters)     869.     (feet)  GPS OBS   
 AE4952  ___________________________________________________________________
 AE4952  X           -     544,439.527 (meters)                     COMP
 AE4952  Y           -  -5,300,610.428 (meters)                     COMP
 AE4952  Z           -   3,494,063.679 (meters)                     COMP
 AE4952  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AE4952  ELLIP HEIGHT-         236.01  (meters)          (12/11/97) GPS OBS
 AE4952  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AE4952
 AE4952  HORZ ORDER  -  FIRST
 AE4952  ELLP ORDER  -  FOURTH    CLASS I
 AE4952
 AE4952.The horizontal coordinates were established by GPS observations
 AE4952.and adjusted by the National Geodetic Survey in December 1997..
 AE4952
 AE4952.The orthometric height was determined by GPS observations and a
 AE4952.high-resolution geoid model.
 AE4952
 AE4952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4952
 AE4952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4952
 AE4952.The ellipsoidal height was determined by GPS observations
 AE4952.and is referenced to NAD 83.
 AE4952
 AE4952.The geoid height was determined by GEOID03.
 AE4952
 AE4952;                    North         East     Units Scale Factor Converg.
 AE4952;SPC GA W     -   380,378.886   702,891.931   MT  0.99990010   +0 01 01.7
 AE4952;SPC GA W     - 1,247,959.73  2,306,071.28   sFT  0.99990010   +0 01 01.7
 AE4952;UTM  16      - 3,702,719.155   766,319.363   MT  1.00047453   +1 34 44.5
 AE4952
 AE4952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4952!SPC GA W     -   0.99996295  x   0.99990010  =   0.99986305
 AE4952!UTM  16      -   0.99996295  x   1.00047453  =   1.00043746
 AE4952
 AE4952                          SUPERSEDED SURVEY CONTROL
 AE4952
 AE4952.No superseded survey control is available for this station.
 AE4952
 AE4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6631902719(NAD 83)
 AE4952_MARKER: DD = SURVEY DISK
 AE4952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4952_STAMPING: A0086 1997
 AE4952_MARK LOGO: GA-151
 AE4952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4952+STABILITY: SURFACE MOTION
 AE4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4952+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AE4952
 AE4952  HISTORY     - Date     Condition        Report By
 AE4952  HISTORY     - 1997     MONUMENTED       MSI
 AE4952  HISTORY     - 20060522 GOOD             INDIV
 AE4952
 AE4952                          STATION DESCRIPTION
 AE4952
 AE4952'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4952'THE STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTHEAST OF MCDONOUGH
 AE4952'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4952'STATE HWY 81 EAST, STATE HWY 20 NORTH, AND SOUTH CEDAR STREET IN
 AE4952'MCDONOUGH PROCEED SOUTH ON SOUTH CEDAR STREET FOR 1.15 MI (1.85 KM) TO
 AE4952'THE JUNCTION WITH RACETRACK ROAD.  TURN LEFT AND PROCEED EAST ON
 AE4952'RACETRACK ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT THE
 AE4952'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4952'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4952'(0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4952'STATION IS LOCATED 52.3 FT (15.9 M) SOUTH OF THE CURB AT THE SOUTHEAST
 AE4952'CORNER OF THE PARKING LOT FOR THE BELL SOUTH BUILDING, 49.0 FT (14.9
 AE4952'M) WEST OF AN ENTRANCE DRIVE, AND 20.0 FT (6.1 M) NORTH OF THE
 AE4952'CENTERLINE OF RACETRACK ROAD
 AE4952
 AE4952                          STATION RECOVERY (2006)
 AE4952
 AE4952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 AE4952'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4953 ***********************************************************************
 AE4953  DESIGNATION -  A0087
 AE4953  PID         -  AE4953
 AE4953  STATE/COUNTY-  GA/HENRY
 AE4953  USGS QUAD   -  MC DONOUGH (1981)
 AE4953
 AE4953                         *CURRENT SURVEY CONTROL
 AE4953  ___________________________________________________________________
 AE4953* NAD 83(1994)-  33 25 09.67812(N)    084 10 07.43840(W)     ADJUSTED  
 AE4953* NAVD 88     -       259.1    (meters)     850.     (feet)  GPS OBS   
 AE4953  ___________________________________________________________________
 AE4953  X           -     541,441.791 (meters)                     COMP
 AE4953  Y           -  -5,301,616.942 (meters)                     COMP
 AE4953  Z           -   3,492,998.886 (meters)                     COMP
 AE4953  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AE4953  ELLIP HEIGHT-         230.23  (meters)          (12/11/97) GPS OBS
 AE4953  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AE4953
 AE4953  HORZ ORDER  -  FIRST
 AE4953  ELLP ORDER  -  FOURTH    CLASS I
 AE4953
 AE4953.The horizontal coordinates were established by GPS observations
 AE4953.and adjusted by the National Geodetic Survey in December 1997..
 AE4953
 AE4953.The orthometric height was determined by GPS observations and a
 AE4953.high-resolution geoid model.
 AE4953
 AE4953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4953
 AE4953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4953
 AE4953.The ellipsoidal height was determined by GPS observations
 AE4953.and is referenced to NAD 83.
 AE4953
 AE4953.The geoid height was determined by GEOID03.
 AE4953
 AE4953;                    North         East     Units Scale Factor Converg.
 AE4953;SPC GA W     -   379,106.643   699,807.843   MT  0.99990000   -0 00 04.1
 AE4953;SPC GA W     - 1,243,785.71  2,295,952.90   sFT  0.99990000   -0 00 04.1
 AE4953;UTM  16      - 3,701,362.569   763,269.371   MT  1.00045461   +1 33 36.9
 AE4953
 AE4953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4953!SPC GA W     -   0.99996386  x   0.99990000  =   0.99986386
 AE4953!UTM  16      -   0.99996386  x   1.00045461  =   1.00041845
 AE4953
 AE4953:                Primary Azimuth Mark                     Grid Az
 AE4953:SPC GA W     -  A9087                                    132 23 27.7
 AE4953:UTM  16      -  A9087                                    130 49 46.7
 AE4953
 AE4953|---------------------------------------------------------------------|
 AE4953| PID    Reference Object                     Distance      Geod. Az  |
 AE4953|                                                           dddmmss.s |
 AE4953| AE5057 A9087                               471.353 METERS 1322323.6 |
 AE4953|---------------------------------------------------------------------|
 AE4953
 AE4953                          SUPERSEDED SURVEY CONTROL
 AE4953
 AE4953.No superseded survey control is available for this station.
 AE4953
 AE4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6326901363(NAD 83)
 AE4953_MARKER: DD = SURVEY DISK
 AE4953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4953_STAMPING: A0087 1997
 AE4953_MARK LOGO: GA-151
 AE4953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4953+STABILITY: SURFACE MOTION
 AE4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4953+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4953
 AE4953  HISTORY     - Date     Condition        Report By
 AE4953  HISTORY     - 1997     MONUMENTED       MSI
 AE4953
 AE4953                          STATION DESCRIPTION
 AE4953
 AE4953'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4953'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHWEST OF MCDONOUGH
 AE4953'ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF
 AE4953'INTERSTATE 75 AND STATE HWY 155 (INTERCHANGE 69 ON I-75) PROCEED
 AE4953'NORTHEAST ON STATE HWY 155 FOR 0.3 MI (0.5 KM) TO THE JUNCTION WITH
 AE4953'INDUSTRIAL BOULEVARD.  TURN LEFT AND PROCEED NORTH ON INDUSTRIAL
 AE4953'BOULEVARD FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT SOUTH OF THE
 AE4953'ENTRANCE TO THE RAY DIAL BODY SHOP THE STATION IS A HENRY COUNTY
 AE4953'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4953'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4953'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 71.0
 AE4953'FT (21.6 M) NORTHWEST OF A POWER POLE, 32.0 FT (9.8 M) SOUTHEAST OF
 AE4953'THE ENTRANCE TO THE RAY DIAL BODY SHOP, AND 28.3 FT (8.6 M) SOUTHWEST
 AE4953'OF THE CENTERLINE OF INDUSTRIAL BOULEVARD HENRY COUNTY AZIMUTH MARK
 AE4953'A9087 IS 0.3 MI (0.5 KM) SOUTH ALONG INDUSTRIAL BOULEVARD ON THE RIGHT
 AE4953'OPPOSITE A DETENTION POND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4954 ***********************************************************************
 AE4954  DESIGNATION -  A0088
 AE4954  PID         -  AE4954
 AE4954  STATE/COUNTY-  GA/HENRY
 AE4954  USGS QUAD   -  OLA (1982)
 AE4954
 AE4954                         *CURRENT SURVEY CONTROL
 AE4954  ___________________________________________________________________
 AE4954* NAD 83(1994)-  33 25 23.18118(N)    084 05 37.93519(W)     ADJUSTED  
 AE4954* NAVD 88     -       255.5    (meters)     838.     (feet)  GPS OBS   
 AE4954  ___________________________________________________________________
 AE4954  X           -     548,344.477 (meters)                     COMP
 AE4954  Y           -  -5,300,674.124 (meters)                     COMP
 AE4954  Z           -   3,493,344.184 (meters)                     COMP
 AE4954  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AE4954  ELLIP HEIGHT-         226.71  (meters)          (12/11/97) GPS OBS
 AE4954  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AE4954
 AE4954  HORZ ORDER  -  FIRST
 AE4954  ELLP ORDER  -  FOURTH    CLASS I
 AE4954
 AE4954.The horizontal coordinates were established by GPS observations
 AE4954.and adjusted by the National Geodetic Survey in December 1997..
 AE4954
 AE4954.The orthometric height was determined by GPS observations and a
 AE4954.high-resolution geoid model.
 AE4954
 AE4954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4954
 AE4954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4954
 AE4954.The ellipsoidal height was determined by GPS observations
 AE4954.and is referenced to NAD 83.
 AE4954
 AE4954.The geoid height was determined by GEOID03.
 AE4954
 AE4954;                    North         East     Units Scale Factor Converg.
 AE4954;SPC GA W     -   379,524.982   706,769.667   MT  0.99990056   +0 02 24.3
 AE4954;SPC GA W     - 1,245,158.21  2,318,793.48   sFT  0.99990056   +0 02 24.3
 AE4954;UTM  16      - 3,701,970.814   770,221.221   MT  1.00050035   +1 36 06.2
 AE4954
 AE4954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4954!SPC GA W     -   0.99996441  x   0.99990056  =   0.99986497
 AE4954!UTM  16      -   0.99996441  x   1.00050035  =   1.00046474
 AE4954
 AE4954                          SUPERSEDED SURVEY CONTROL
 AE4954
 AE4954.No superseded survey control is available for this station.
 AE4954
 AE4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7022101971(NAD 83)
 AE4954_MARKER: DD = SURVEY DISK
 AE4954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4954_STAMPING: A0088 1997
 AE4954_MARK LOGO: GA-151
 AE4954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4954+STABILITY: SURFACE MOTION
 AE4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4954+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4954
 AE4954  HISTORY     - Date     Condition        Report By
 AE4954  HISTORY     - 1997     MONUMENTED       MSI
 AE4954
 AE4954                          STATION DESCRIPTION
 AE4954
 AE4954'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4954'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) EAST-SOUTHEAST OF
 AE4954'MCDONOUGH AND 5.0 KM (3.10 MI) WEST-SOUTHWEST OF OLA ALONG A ROAD
 AE4954'RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 81
 AE4954'EAST AND STATE HWY 20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY 81
 AE4954'FOR 2.7 MI (4.3 KM) TO THE JUNCTION WITH OLD JACKSON ROAD.  TURN RIGHT
 AE4954'AND PROCEED SOUTHEAST ON OLD JACKSON ROAD FOR 0.4 MI (0.6 KM) TO THE
 AE4954'STATION ON THE RIGHT THE STATION IS A HENRY COUNTY SURVEY DISK SET
 AE4954'INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT REINFORCED WITH IRON ROD
 AE4954'AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH
 AE4954'WITH THE GROUND LEVEL.  THE STATION IS LOCATED 64.3 FT (19.6 M) NORTH
 AE4954'OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 15.9 FT (4.8 M) WEST OF THE
 AE4954'CENTERLINE OF OLD JACKSON ROAD, 11.0 FT (3.4 M) NORTHEAST OF A POWER
 AE4954'POLE, AND 1,0 FT EAST OF A CARSONITE WITNESS POST HENRY COUNTY AZIMUTH
 AE4954'MARK A9088 IS 0.6 MI (1.0 KM) FURTHER SOUTH ALONG OLD JACKSON ROAD ON
 AE4954'THE RIGHT OPPOSITE A DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4955 ***********************************************************************
 AE4955  DESIGNATION -  A0089
 AE4955  PID         -  AE4955
 AE4955  STATE/COUNTY-  GA/HENRY
 AE4955  USGS QUAD   -  LOCUST GROVE (1981)
 AE4955
 AE4955                         *CURRENT SURVEY CONTROL
 AE4955  ___________________________________________________________________
 AE4955* NAD 83(1994)-  33 21 12.30232(N)    084 06 49.50022(W)     ADJUSTED  
 AE4955* NAVD 88     -       259.3    (meters)     851.     (feet)  GPS OBS   
 AE4955  ___________________________________________________________________
 AE4955  X           -     546,941.905 (meters)                     COMP
 AE4955  Y           -  -5,305,098.573 (meters)                     COMP
 AE4955  Z           -   3,486,892.517 (meters)                     COMP
 AE4955  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AE4955  ELLIP HEIGHT-         230.69  (meters)          (12/11/97) GPS OBS
 AE4955  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AE4955
 AE4955  HORZ ORDER  -  FIRST
 AE4955  ELLP ORDER  -  FOURTH    CLASS I
 AE4955
 AE4955.The horizontal coordinates were established by GPS observations
 AE4955.and adjusted by the National Geodetic Survey in December 1997..
 AE4955
 AE4955.The orthometric height was determined by GPS observations and a
 AE4955.high-resolution geoid model.
 AE4955
 AE4955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4955
 AE4955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4955
 AE4955.The ellipsoidal height was determined by GPS observations
 AE4955.and is referenced to NAD 83.
 AE4955
 AE4955.The geoid height was determined by GEOID03.
 AE4955
 AE4955;                    North         East     Units Scale Factor Converg.
 AE4955;SPC GA W     -   371,795.381   704,924.925   MT  0.99990030   +0 01 44.7
 AE4955;SPC GA W     - 1,219,798.68  2,312,741.19   sFT  0.99990030   +0 01 44.7
 AE4955;UTM  16      - 3,694,189.228   768,586.643   MT  1.00048950   +1 35 16.1
 AE4955
 AE4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4955!SPC GA W     -   0.99996378  x   0.99990030  =   0.99986409
 AE4955!UTM  16      -   0.99996378  x   1.00048950  =   1.00045327
 AE4955
 AE4955                          SUPERSEDED SURVEY CONTROL
 AE4955
 AE4955.No superseded survey control is available for this station.
 AE4955
 AE4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6858794189(NAD 83)
 AE4955_MARKER: DD = SURVEY DISK
 AE4955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4955_STAMPING: A0089 1997
 AE4955_MARK LOGO: GA-151
 AE4955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4955+STABILITY: SURFACE MOTION
 AE4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4955+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4955
 AE4955  HISTORY     - Date     Condition        Report By
 AE4955  HISTORY     - 1997     MONUMENTED       MSI
 AE4955
 AE4955                          STATION DESCRIPTION
 AE4955
 AE4955'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4955'THE STATION IS LOCATED IN LOCUST GROVE NORTHWEST OF THE LOCUST GROVE
 AE4955'MUNICIPAL CENTER ALONG A ROAD RIGHT OF WAY TO REACH THE STATION FROM
 AE4955'THE JUNCTION OF INTERSTATE 75 AND HAMPTON ROAD (INTERCHANGE 68 ON
 AE4955'I-75) PROCEED EAST ON HAMPTON ROAD FOR 0.7 MI (1.1 KM) TO JUNCTION
 AE4955'WITH US HWY 23 (STATE HWY 42) AND THE STATION ON THE RIGHT IN THE
 AE4955'SOUTHWEST QUADRANT OF THE INTERSECTION THE STATION IS A HENRY COUNTY
 AE4955'SURVEY DISK SET INTO THE TOP OF A 10 IN DIA CONCRETE MONUMENT
 AE4955'REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT (0.9 M) .  THE TOP
 AE4955'OF THE MONUMENT IS FLUSH WITH THE GROUND. THE STATION IS LOCATED 74.3
 AE4955'FT (22.6 M) WEST OF A CONCRETE CULVERT, 38.5 FT (11.7 M) EAST OF A
 AE4955'POWER POLE, 25.0 FT (7.6 M) SOUTH OF THE CENTERLINE OF HAMPTON ROAD,
 AE4955'AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4956 ***********************************************************************
 AE4956  DESIGNATION -  A0090
 AE4956  PID         -  AE4956
 AE4956  STATE/COUNTY-  GA/HENRY
 AE4956  USGS QUAD   -  OLA (1982)
 AE4956
 AE4956                         *CURRENT SURVEY CONTROL
 AE4956  ___________________________________________________________________
 AE4956* NAD 83(1994)-  33 24 45.63922(N)    084 02 27.90145(W)     ADJUSTED  
 AE4956* NAVD 88     -       221.4    (meters)     726.     (feet)  GPS OBS   
 AE4956  ___________________________________________________________________
 AE4956  X           -     553,290.983 (meters)                     COMP
 AE4956  Y           -  -5,300,771.951 (meters)                     COMP
 AE4956  Z           -   3,492,359.964 (meters)                     COMP
 AE4956  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AE4956  ELLIP HEIGHT-         192.61  (meters)          (12/11/97) GPS OBS
 AE4956  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AE4956
 AE4956  HORZ ORDER  -  FIRST
 AE4956  ELLP ORDER  -  FOURTH    CLASS I
 AE4956
 AE4956.The horizontal coordinates were established by GPS observations
 AE4956.and adjusted by the National Geodetic Survey in December 1997..
 AE4956
 AE4956.The orthometric height was determined by GPS observations and a
 AE4956.high-resolution geoid model.
 AE4956
 AE4956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4956
 AE4956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4956
 AE4956.The ellipsoidal height was determined by GPS observations
 AE4956.and is referenced to NAD 83.
 AE4956
 AE4956.The geoid height was determined by GEOID03.
 AE4956
 AE4956;                    North         East     Units Scale Factor Converg.
 AE4956;SPC GA W     -   378,373.153   711,680.024   MT  0.99990168   +0 04 09.0
 AE4956;SPC GA W     - 1,241,379.25  2,334,903.55   sFT  0.99990168   +0 04 09.0
 AE4956;UTM  16      - 3,700,952.587   775,164.183   MT  1.00053359   +1 37 49.4
 AE4956;UTM  17      - 3,701,173.187   217,191.854   MT  1.00058619   -1 40 32.6
 AE4956
 AE4956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4956!SPC GA W     -   0.99996976  x   0.99990168  =   0.99987145
 AE4956!UTM  16      -   0.99996976  x   1.00053359  =   1.00050334
 AE4956!UTM  17      -   0.99996976  x   1.00058619  =   1.00055593
 AE4956
 AE4956:                Primary Azimuth Mark                     Grid Az
 AE4956:SPC GA W     -  A9090                                    303 45 19.0
 AE4956:UTM  16      -  A9090                                    302 11 38.6
 AE4956:UTM  17      -  A9090                                    305 30 00.6
 AE4956
 AE4956|---------------------------------------------------------------------|
 AE4956| PID    Reference Object                     Distance      Geod. Az  |
 AE4956|                                                           dddmmss.s |
 AE4956| AE5059 A9090                               484.965 METERS 3034928.0 |
 AE4956|---------------------------------------------------------------------|
 AE4956
 AE4956                          SUPERSEDED SURVEY CONTROL
 AE4956
 AE4956.No superseded survey control is available for this station.
 AE4956
 AE4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7516400953(NAD 83)
 AE4956_MARKER: DD = SURVEY DISK
 AE4956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4956_STAMPING: A0090 1997
 AE4956_MARK LOGO: GA-151
 AE4956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4956+STABILITY: SURFACE MOTION
 AE4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4956+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4956
 AE4956  HISTORY     - Date     Condition        Report By
 AE4956  HISTORY     - 1997     MONUMENTED       MSI
 AE4956
 AE4956                          STATION DESCRIPTION
 AE4956
 AE4956'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 AE4956'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH OF OLA ALONG A
 AE4956'ROAD RIGHT OF WAY TO REACH THE STATION FROM THE JUNCTION OF STATE HWY
 AE4956'81 EAST AND STATE HWY 20 NORTH IN MCDONOUGH PROCEED EAST ON STATE HWY
 AE4956'81 FOR 4.8 MI (7.7 KM) TO THE JUNCTION WITH NEW HOPE ROAD.  TURN RIGHT
 AE4956'AND PROCEED SOUTH ON NEW HOPE ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 AE4956'WITH PLANTATION ROAD.  BEAR LEFT AND CONTINUE SOUTHEAST ON NEW HOPE
 AE4956'ROAD FOR 1.55 MI (2.49 KM) TO THE JUNCTION WITH IRWIN DRIVE AND THE
 AE4956'STATION ON THE LEFT IN THE EAST QUADRANT OF THE INTERSECTION THE
 AE4956'STATION IS A HENRY COUNTY SURVEY DISK SET INTO THE TOP OF A 10 IN DIA
 AE4956'CONCRETE MONUMENT REINFORCED WITH IRON ROD AND SET TO A DEPTH OF 3 FT
 AE4956'(0.9 M) .  THE TOP OF THE MONUMENT IS FLUSH WITH THE GROUND. THE
 AE4956'STATION IS LOCATED 29.9 FT (9.1 M) WEST OF THE NORTHWESTERNMOST CORNER
 AE4956'OF A SIGN, 28.5 FT (8.7 M) NORTHEAST OF THE CENTERLINE OF NEW HOPE
 AE4956'ROAD, 18.0 FT (5.5 M) WEST OF THE SOUTHWESTERNMOST CORNER OF A BRICK
 AE4956'SIGN, AND 3.0 FT (0.9 M) NORTHEAST OF THE CURB HENRY COUNTY AZIMUTH
 AE4956'MARK A9090 IS 0.3 MI (0.5 KM) NORTHWEST ALONG NEW HOPE ROAD ON THE
 AE4956'LEFT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF NEW HOPE ROAD
 AE4956'AND SOUTH OLA ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4983 ***********************************************************************
 AE4983  DESIGNATION -  A9003
 AE4983  PID         -  AE4983
 AE4983  STATE/COUNTY-  GA/HENRY
 AE4983  USGS QUAD   -  STOCKBRIDGE (1982)
 AE4983
 AE4983                         *CURRENT SURVEY CONTROL
 AE4983  ___________________________________________________________________
 AE4983* NAD 83(1994)-  33 37 13.12440(N)    084 14 23.49191(W)     ADJUSTED  
 AE4983* NAVD 88     -       291.1    (meters)     955.     (feet)  GPS OBS   
 AE4983  ___________________________________________________________________
 AE4983  X           -     533,627.305 (meters)                     COMP
 AE4983  Y           -  -5,290,064.377 (meters)                     COMP
 AE4983  Z           -   3,511,599.212 (meters)                     COMP
 AE4983  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AE4983  ELLIP HEIGHT-         261.84  (meters)          (12/11/97) GPS OBS
 AE4983  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AE4983
 AE4983  HORZ ORDER  -  FIRST
 AE4983  ELLP ORDER  -  FOURTH    CLASS I
 AE4983
 AE4983.The horizontal coordinates were established by GPS observations
 AE4983.and adjusted by the National Geodetic Survey in December 1997..
 AE4983
 AE4983.The orthometric height was determined by GPS observations and a
 AE4983.high-resolution geoid model.
 AE4983
 AE4983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4983
 AE4983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4983
 AE4983.The ellipsoidal height was determined by GPS observations
 AE4983.and is referenced to NAD 83.
 AE4983
 AE4983.The geoid height was determined by GEOID03.
 AE4983
 AE4983;                    North         East     Units Scale Factor Converg.
 AE4983;SPC GA W     -   401,395.740   693,208.897   MT  0.99990057   -0 02 25.9
 AE4983;SPC GA W     - 1,316,912.52  2,274,302.86   sFT  0.99990057   -0 02 25.9
 AE4983;UTM  16      - 3,723,474.807   756,060.127   MT  1.00040841   +1 31 44.7
 AE4983
 AE4983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4983!SPC GA W     -   0.99995890  x   0.99990057  =   0.99985947
 AE4983!UTM  16      -   0.99995890  x   1.00040841  =   1.00036729
 AE4983
 AE4983|---------------------------------------------------------------------|
 AE4983| PID    Reference Object                     Distance      Geod. Az  |
 AE4983|                                                           dddmmss.s |
 AE4983| AE4869 A0003                               393.583 METERS 08516     |
 AE4983|---------------------------------------------------------------------|
 AE4983
 AE4983                          SUPERSEDED SURVEY CONTROL
 AE4983
 AE4983.No superseded survey control is available for this station.
 AE4983
 AE4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5606023475(NAD 83)
 AE4983_MARKER: Z = SEE DESCRIPTION
 AE4983_SETTING: 0 = UNSPECIFIED SETTING
 AE4983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4983+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4983
 AE4983  HISTORY     - Date     Condition        Report By
 AE4983  HISTORY     - 1997     MONUMENTED       MSI
 AE4983
 AE4983                          STATION DESCRIPTION
 AE4983
 AE4983'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1997
 AE4983'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) SOUTHEAST OF CEDAR GROVE
 AE4983'AND 8.1 KM (5.05 MI) NORTH OF STOCKBRIDGE ALONG A ROAD RIGHT OF WAY.
 AE4983'TO REACH THE STATION FROM THE JUNCTION
 AE4983'INTERSTATE 675 AND ANVIL BLOCK
 AE4983'ROAD (INTERCHANGE 4 ON I -675) PROCEED EAST ON ANVIL BLOCK ROAD FOR
 AE4983'3.0 MI (4.8 KM) TO THE T JUNCTION WITH FAIRVIEW ROAD.
 AE4983'
 AE4983'COUNTY AZIMUTH MARK A9003 IS 0.25 MI (0.40 KM) SOUTHWEST ALONG
 AE4983'FAIRVIEW ROAD ON THE RIGHT IN THE GRASS ISLAND BETWEEN A CAR WASH
 AE4983'PARKING LOT AND THE SOUTHWESTBOUND LANES OF FAIRVIEW ROA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH5684 ***********************************************************************
 AH5684  DESIGNATION -  AAE 113 4
 AH5684  PID         -  AH5684
 AH5684  STATE/COUNTY-  GA/FULTON
 AH5684  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 AH5684
 AH5684                         *CURRENT SURVEY CONTROL
 AH5684  ___________________________________________________________________
 AH5684* NAD 83(1994)-  33 38 01.45621(N)    084 26 53.35843(W)     ADJUSTED  
 AH5684* NAVD 88     -       311.4    (meters)    1022.     (feet)  GPS OBS   
 AH5684  ___________________________________________________________________
 AH5684  X           -     514,313.865 (meters)                     COMP
 AH5684  Y           -  -5,291,165.270 (meters)                     COMP
 AH5684  Z           -   3,512,850.326 (meters)                     COMP
 AH5684  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AH5684  ELLIP HEIGHT-         281.97  (meters)          (11/30/98) GPS OBS
 AH5684  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AH5684
 AH5684  HORZ ORDER  -  THIRD
 AH5684  ELLP ORDER  -  THIRD     CLASS II
 AH5684
 AH5684.The horizontal coordinates were established by GPS observations
 AH5684.and adjusted by the National Geodetic Survey in November 1998..
 AH5684
 AH5684.The orthometric height was determined by GPS observations and a
 AH5684.high-resolution geoid model.
 AH5684
 AH5684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5684
 AH5684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5684
 AH5684.The ellipsoidal height was determined by GPS observations
 AH5684.and is referenced to NAD 83.
 AH5684
 AH5684.The geoid height was determined by GEOID03.
 AH5684
 AH5684;                    North         East     Units Scale Factor Converg.
 AH5684;SPC GA W     -   402,917.818   673,886.241   MT  0.99990840   -0 09 21.3
 AH5684;SPC GA W     - 1,321,906.21  2,210,908.44   sFT  0.99990840   -0 09 21.3
 AH5684;UTM  16      - 3,724,467.416   736,694.410   MT  1.00029074   +1 24 50.7
 AH5684
 AH5684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5684!SPC GA W     -   0.99995574  x   0.99990840  =   0.99986414
 AH5684!UTM  16      -   0.99995574  x   1.00029074  =   1.00024646
 AH5684
 AH5684                          SUPERSEDED SURVEY CONTROL
 AH5684
 AH5684.No superseded survey control is available for this station.
 AH5684
 AH5684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3669424467(NAD 83)
 AH5684_MARKER: DD = SURVEY DISK
 AH5684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5684_STAMPING: AAE 113 4
 AH5684_MARK LOGO: ATLAE 
 AH5684_PROJECTION: FLUSH
 AH5684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5684+STABILITY: SURFACE MOTION
 AH5684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5684+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 AH5684
 AH5684  HISTORY     - Date     Condition        Report By
 AH5684  HISTORY     - UNK      MONUMENTED       ATLAE
 AH5684  HISTORY     - 19981010 GOOD             NGS
 AH5684
 AH5684                          STATION DESCRIPTION
 AH5684
 AH5684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5684'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE W.  B.  HARTSFIELD
 AH5684'ATLANTA INT.  AIRPORT, BETWEEN RWY ENDS 9L AND 9R.  IT IS JUST NORTH
 AH5684'OF THE PROJECTED NORTH EDGE OF TAXIWAY N, 57.5 FT (17.5 M) WEST OF THE
 AH5684'WEST EDGE OF TAXIWAY P, 25.9 FT (7.9 M) NORTH OF THE WEST EDGE OF A
 AH5684'CONCRETE DRAIN, AND HAS TWO PVC GUARD POST ON EACH SIDE OF THE
 AH5684'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0451 ***********************************************************************
 CM0451  DESIGNATION -  AB
 CM0451  PID         -  CM0451
 CM0451  STATE/COUNTY-  GA/HARRIS
 CM0451  USGS QUAD   -  MULBERRY GROVE (1985)
 CM0451
 CM0451                         *CURRENT SURVEY CONTROL
 CM0451  ___________________________________________________________________
 CM0451* NAD 83(1986)-  32 38 09.     (N)    084 53 33.     (W)     SCALED    
 CM0451* NAVD 88     -       183.451  (meters)     601.87   (feet)  ADJUSTED  
 CM0451  ___________________________________________________________________
 CM0451  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CM0451  DYNAMIC HT  -         183.239 (meters)     601.18  (feet)  COMP
 CM0451  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CM0451
 CM0451  VERT ORDER  -  FIRST     CLASS II
 CM0451
 CM0451.The horizontal coordinates were scaled from a topographic map and have
 CM0451.an estimated accuracy of +/- 6 seconds.
 CM0451
 CM0451.The orthometric height was determined by differential leveling
 CM0451.and adjusted by the National Geodetic Survey in June 1991..
 CM0451
 CM0451.The geoid height was determined by GEOID03.
 CM0451
 CM0451.The dynamic height is computed by dividing the NAVD 88
 CM0451.geopotential number by the normal gravity value computed on the
 CM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0451.degrees latitude (g = 980.6199 gals.).
 CM0451
 CM0451.The modeled gravity was interpolated from observed gravity values.
 CM0451
 CM0451;                    North         East    Units  Estimated Accuracy
 CM0451;SPC GA W     -   292,450.      631,900.      MT  (+/- 180 meters Scaled)
 CM0451
 CM0451                          SUPERSEDED SURVEY CONTROL
 CM0451
 CM0451  NGVD 29 (??/??/92)  183.440  (m)          601.84   (f) ADJ UNCH    1 2
 CM0451
 CM0451.Superseded values are not recommended for survey control.
 CM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0451.See file dsdata.txt to determine how the superseded data were derived.
 CM0451
 CM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB976128(NAD 83)
 CM0451_MARKER: N = NAIL
 CM0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0451_SP_SET: TREE ROOT
 CM0451_STAMPING: AB
 CM0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0451
 CM0451  HISTORY     - Date     Condition        Report By
 CM0451  HISTORY     - UNK      MONUMENTED       CGS
 CM0451  HISTORY     - 1968     SEE DESCRIPTION  NGS
 CM0451
 CM0451                          STATION DESCRIPTION
 CM0451
 CM0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0451'1.9 MI SW FROM CATAULA.
 CM0451'AB IS A COPPER NAIL AND WASHER SET ON TOP OF THE NORTHEAST ROOT
 CM0451'OF A 40-INCH OAK TREE (THE SOUTH ONE OF SEVERAL LARGE OAKS), 15.7
 CM0451'FEET WEST OF BENCH MARK R 222.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1149 ***********************************************************************
 BR1149  DESIGNATION -  ABAW
 BR1149  PID         -  BR1149
 BR1149  STATE/COUNTY-  GA/CHATHAM
 BR1149  USGS QUAD   -  SAPELO SOUND (1979)
 BR1149
 BR1149                         *CURRENT SURVEY CONTROL
 BR1149  ___________________________________________________________________
 BR1149* NAD 83(1994)-  31 44 00.85607(N)    081 08 42.13534(W)     ADJUSTED  
 BR1149* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1149  ___________________________________________________________________
 BR1149  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BR1149  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 BR1149
 BR1149  HORZ ORDER  -  THIRD
 BR1149
 BR1149.The horizontal coordinates were established by classical geodetic methods
 BR1149.and adjusted by the National Geodetic Survey in September 1997..
 BR1149
 BR1149.The orthometric height was scaled from a topographic map.
 BR1149
 BR1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1149
 BR1149.The geoid height was determined by GEOID03.
 BR1149
 BR1149;                    North         East     Units Scale Factor Converg.
 BR1149;SPC GA E     -   192,630.973   296,807.676   MT  1.00001555   +0 32 14.6
 BR1149;SPC GA E     -   631,990.12    973,776.52   sFT  1.00001555   +0 32 14.6
 BR1149;UTM  17      - 3,510,913.830   486,260.951   MT  0.99960233   -0 04 34.6
 BR1149
 BR1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1149!SPC GA E     -   1.00000475  x   1.00001555  =   1.00002030
 BR1149!UTM  17      -   1.00000475  x   0.99960233  =   0.99960708
 BR1149
 BR1149                          SUPERSEDED SURVEY CONTROL
 BR1149
 BR1149  NAD 83(1986)-  31 44 00.87342(N)    081 08 42.14334(W) AD(       ) 3
 BR1149  NAD 27      -  31 44 00.08400(N)    081 08 42.79200(W) AD(       ) 3
 BR1149
 BR1149.Superseded values are not recommended for survey control.
 BR1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1149.See file dsdata.txt to determine how the superseded data were derived.
 BR1149
 BR1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8626110914(NAD 83)
 BR1149_MARKER: DS = TRIANGULATION STATION DISK
 BR1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BR1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1149+STABILITY: SURFACE MOTION
 BR1149
 BR1149  HISTORY     - Date     Condition        Report By
 BR1149  HISTORY     - 1934     MONUMENTED       CGS
 BR1149  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1149  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1149
 BR1149                          STATION DESCRIPTION
 BR1149
 BR1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1149'STATION IS SITUATED ON THE E BANK OF BEAR RIVER AND ON THE
 BR1149'W SIDE OF OSSABAW ISLAND APPROXIMATELY 7/8 MI. FROM ITS
 BR1149'MOST SOUTHERLY POINT.  IT IS IN A GRASS RIDGE 14 M. E OF
 BR1149'HWL AND 140 M. S OF THE S BANK AT THE MOUTH OF THE CENTER
 BR1149'OF THESE CREEKS FLOWING OUT OF THE ISLAND IN THAT LOCALITY.
 BR1149'THIS RIDGE SEPARATES A WIDE BEACH FROM A MARSH BEHIND IT.
 BR1149'IT IS 5 FT ABOVE HW.  R.M. 1 IS DIRECTLY BACK OF THE STATION
 BR1149'AND AT THE EDGE OF THE MARSH.  R.M. 2 IS N OF THE STATION
 BR1149'AND ON THE CENTER OF THE SAND RIDGE.  R.M.S ARE SET IN
 BR1149'CONCRETE BLOCKS 12 IN SQUARE 6 IN ABOVE GROUND.  STATION
 BR1149'MARK IS 15 IN SQUARE BLOCK OF CONCRETE 6 IN ABOVE THE
 BR1149'GROUND.  STATION LOCATED BY INTERSECTION.
 BR1149
 BR1149                          STATION RECOVERY (1952)
 BR1149
 BR1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1149'STATION AND REFERENCE MARK 2 WERE FOUND DESTROYED.  REFERENCE
 BR1149'MARK 1 WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 BR1149'IS ADEQUATE FOR THE RECOVERY OF THIS REFERENCE MARK WITH
 BR1149'THE FOLLOWING EXCEPTIONS--THE SAND BEACH NO LONGER EXISTS.
 BR1149'THE REFERENCE MARK IS IN A LOW MARSH AREA 6.0 M. W OF A
 BR1149'LOW SAND RIDGE.
 BR1149'
 BR1149'REFERENCE MARK 1 IS STAMPED ABAW NO 1 1934 AND PROJECTS 1
 BR1149'FT. ABOVE THE GROUND.
 BR1149
 BR1149                          STATION RECOVERY (1965)
 BR1149
 BR1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1149'DESTROYED.  THE STATION AND REFERENCE MARK 2 WERE REPORTED
 BR1149'DESTROYED BY P.T. IN 1952.  REFERENCE MARK 1 WAS FOUND LYING
 BR1149'ON ITS SIDE IN THE WATER IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1756 ***********************************************************************
 CL1756  DESIGNATION -  ABB
 CL1756  PID         -  CL1756
 CL1756  STATE/COUNTY-  GA/BULLOCH
 CL1756  USGS QUAD   -  TWIN CITY SE (1971)
 CL1756
 CL1756                         *CURRENT SURVEY CONTROL
 CL1756  ___________________________________________________________________
 CL1756* NAD 83(1994)-  32 33 03.31194(N)    082 00 55.15761(W)     ADJUSTED  
 CL1756* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 CL1756  ___________________________________________________________________
 CL1756  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CL1756  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CL1756
 CL1756  HORZ ORDER  -  FIRST
 CL1756
 CL1756.The horizontal coordinates were established by classical geodetic methods
 CL1756.and adjusted by the National Geodetic Survey in September 1997..
 CL1756
 CL1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1756
 CL1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1756
 CL1756.The geoid height was determined by GEOID03.
 CL1756
 CL1756;                    North         East     Units Scale Factor Converg.
 CL1756;SPC GA E     -   282,813.277   214,213.489   MT  0.99990249   +0 04 53.2
 CL1756;SPC GA E     -   927,863.23    702,798.76   sFT  0.99990249   +0 04 53.2
 CL1756;UTM  17      - 3,601,958.160   404,673.200   MT  0.99971205   -0 32 46.8
 CL1756
 CL1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1756!SPC GA E     -   0.99999029  x   0.99990249  =   0.99989278
 CL1756!UTM  17      -   0.99999029  x   0.99971205  =   0.99970234
 CL1756
 CL1756|---------------------------------------------------------------------|
 CL1756| PID    Reference Object                     Distance      Geod. Az  |
 CL1756|                                                           dddmmss.s |
 CL1756| CY7381 ABB RM 1                             21.998 METERS 02406     |
 CL1756| CL1755 7C 24 GAGS RESET                     37.432 METERS 14237     |
 CL1756| CL1778 ABB AZ MK                           APPROX. 1.1 KM 2775447.9 |
 CL1756|---------------------------------------------------------------------|
 CL1756
 CL1756                          SUPERSEDED SURVEY CONTROL
 CL1756
 CL1756  NAD 83(1986)-  32 33 03.31351(N)    082 00 55.15398(W) AD(       ) 1
 CL1756  NAD 27      -  32 33 02.72761(N)    082 00 55.72480(W) AD(       ) 1
 CL1756  NGVD 29 (07/19/86)   91.7    (m)          301.     (f) VERT ANG       
 CL1756
 CL1756.Superseded values are not recommended for survey control.
 CL1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1756.See file dsdata.txt to determine how the superseded data were derived.
 CL1756
 CL1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0467301958(NAD 83)
 CL1756_MARKER: DS = TRIANGULATION STATION DISK
 CL1756_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CL1756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1756
 CL1756  HISTORY     - Date     Condition        Report By
 CL1756  HISTORY     - 1979     MONUMENTED       NGS
 CL1756
 CL1756                          STATION DESCRIPTION
 CL1756
 CL1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1756'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF METTER,
 CL1756'8-3/4 MILES EAST-SOUTHEAST OF TWIN CITY, 5 MILES
 CL1756'WEST OF PORTAL AND ON PROPERTY OWNED BY MR. ABB JOHNSON
 CL1756'OF TWIN CITY.
 CL1756'
 CL1756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CL1756'STATE HIGHWAY 23 IN TWIN CITY, GO EAST ON U.S. HIGHWAY 80 FOR
 CL1756'7.0 MILES TO THE JUNCTION OF STATE HIGHWAY 121.  CONTINUE
 CL1756'EAST ON U.S. HIGHWAY 80 FOR 0.65 MILE TO A GRAVEL CROSSROAD,
 CL1756'COUNTY ROUTE 71 AND NGS TRAVERSE STATION 7C25 RESET
 CL1756'1961 IN THE NORTHWEST ANGLE
 CL1756'OF THE CROSSROAD AND ABB AZIMUTH MARK DISK IN THE
 CL1756'SOUTHEAST ANGLE OF THE CROSSROAD.  CONTINUE EAST
 CL1756'ON U.S. HIGHWAY 80 FOR 0.7 MILE TO A GRAVEL CROSSROAD,
 CL1756'COUNTY
 CL1756'ROUTE 75 AND THE STATION IN THE NORTHWEST ANGLE OF THE
 CL1756'CROSSROAD
 CL1756'AND A NGS TRAVERSE STATION 7C25 RESET 1961 IN THE
 CL1756'SOUTHEAST ANGLE OF THE CROSSROAD.
 CL1756'
 CL1756'THE STATION IS A STANDARD NGS DISK
 CL1756'STAMPED---ABB 1979---,
 CL1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1756'FLUSH WITH GROUND.  IT IS LOCATED
 CL1756'88.8 FEET EAST-SOUTHEAST FROM A FENCE CORNER,
 CL1756'43 FEET WEST FROM THE CENTER OF COUNTY ROUTE 75 AND
 CL1756'35.5 FEET NORTH-NORTHEAST FROM THE CENTER OF U.S.
 CL1756'HIGHWAY 80.
 CL1756'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL1756'STAMPED---ABB 1979---, SET IN THE TOP OF AN IRREGULAR
 CL1756'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 CL1756'
 CL1756'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1756'STAMPED---ABB NO 1 1979---,
 CL1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1756'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 CL1756'104 FEET NORTH-NORTHEAST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL1756'28.4 FEET SOUTH FROM A 24-INCH PECAN TREE AND
 CL1756'16.5 FEET WEST FROM THE CENTER OF COUNTY ROUTE 75.
 CL1756'MARK IS LEVEL WITH STATION.
 CL1756'
 CL1756'REFERENCE MARK NUMBER 2 IS A STANDARD NGS TRAVERSE STATION
 CL1756'DISK STAMPED---7C24 RESET 1961---,
 CL1756'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A
 CL1756'SIDE AND PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1756'49 FEET SOUTH-SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL1756'9 FEET EAST FROM UTILITY POLE NUMBER 1200,
 CL1756'1.2 FEET NORTH-NORTHEAST FROM A WIRE FENCE AND
 CL1756'1 FOOT SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CL1756'MARK IS LEVEL WITH STATION.
 CL1756'
 CL1756'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1756'STAMPED---ABB 1979---,
 CL1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1756'FLUSH WITH GROUND.  IT IS LOCATED
 CL1756'89 FEET EAST FROM THE CENTER OF COUNTY ROUTE 71,
 CL1756'49 FEET SOUTH FROM THE CENTER OF U.S. HIGHWAY 80 AND
 CL1756'2.4 FEET NORTH-NORTHEAST FROM A FENCE LINE AND A METAL
 CL1756'WITNESS POST.
 CL1756'
 CL1756'BENCH MARK 7C25 RESET 1961 IS A STANDARD C AND GS
 CL1756'BENCH MARK DISK STAMPED---7C25 RESET 1961---,
 CL1756'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON A
 CL1756'SIDE AND FLUSH WITH GROUND.  IT IS LOCATED
 CL1756'43.7 FEET NORTH FROM THE CENTER OF U.S. HIGHWAY 80,
 CL1756'30 FEET WEST FROM THE CENTER OF COUNTY ROUTE 71 AND
 CL1756'0.65 FEET NORTH FROM A METAL WITNESS POST.
 CL1756'THIS MARK WILL NOT SEE THE STATION.
 CL1756'
 CL1756'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1778 ***********************************************************************
 CL1778  DESIGNATION -  ABB AZ MK
 CL1778  PID         -  CL1778
 CL1778  STATE/COUNTY-  GA/BULLOCH
 CL1778  USGS QUAD   -  TWIN CITY SE (1971)
 CL1778
 CL1778                         *CURRENT SURVEY CONTROL
 CL1778  ___________________________________________________________________
 CL1778* NAD 83(1994)-  32 33 08.13885(N)    082 01 36.17576(W)     ADJUSTED  
 CL1778* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 CL1778  ___________________________________________________________________
 CL1778  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CL1778  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1778
 CL1778  HORZ ORDER  -  SECOND
 CL1778
 CL1778.The horizontal coordinates were established by classical geodetic methods
 CL1778.and adjusted by the National Geodetic Survey in September 1997..
 CL1778
 CL1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1778
 CL1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1778
 CL1778.The geoid height was determined by GEOID03.
 CL1778
 CL1778;                    North         East     Units Scale Factor Converg.
 CL1778;SPC GA E     -   282,960.490   213,143.238   MT  0.99990213   +0 04 31.1
 CL1778;SPC GA E     -   928,346.21    699,287.44   sFT  0.99990213   +0 04 31.1
 CL1778;UTM  17      - 3,602,117.060   403,604.828   MT  0.99971458   -0 33 08.9
 CL1778
 CL1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1778!SPC GA E     -   0.99998992  x   0.99990213  =   0.99989205
 CL1778!UTM  17      -   0.99998992  x   0.99971458  =   0.99970450
 CL1778
 CL1778:                Primary Azimuth Mark                     Grid Az
 CL1778:SPC GA E     -  ABB                                      097 49 54.7
 CL1778:UTM  17      -  ABB                                      098 27 34.7
 CL1778
 CL1778|---------------------------------------------------------------------|
 CL1778| PID    Reference Object                     Distance      Geod. Az  |
 CL1778|                                                           dddmmss.s |
 CL1778| CL1756 ABB                                 APPROX. 1.1 KM 0975425.8 |
 CL1778| CL1757 7C 25 GAGS RESET                     47.504 METERS 31549     |
 CL1778|---------------------------------------------------------------------|
 CL1778
 CL1778                          SUPERSEDED SURVEY CONTROL
 CL1778
 CL1778  NAD 83(1986)-  32 33 08.14053(N)    082 01 36.17210(W) AD(       ) 2
 CL1778  NAD 27      -  32 33 07.55447(N)    082 01 36.74181(W) AD(       ) 2
 CL1778  NGVD 29 (07/19/86)   94.     (m)          308.     (f) VERT ANG       
 CL1778
 CL1778.Superseded values are not recommended for survey control.
 CL1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1778.See file dsdata.txt to determine how the superseded data were derived.
 CL1778
 CL1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0360502117(NAD 83)
 CL1778_MARKER: DZ = AZIMUTH MARK DISK
 CL1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1778+STABILITY: SURFACE MOTION
 CL1778
 CL1778  HISTORY     - Date     Condition        Report By
 CL1778  HISTORY     - 1979     MONUMENTED       NGS
 CL1778
 CL1778                          STATION DESCRIPTION
 CL1778
 CL1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1778'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF METTER,
 CL1778'8-3/4 MILES EAST-SOUTHEAST OF TWIN CITY, 5 MILES WEST OF PORTAL
 CL1778'AND ON HIGHWAY RIGHT-OF-WAY.
 CL1778'
 CL1778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CL1778'STATE HIGHWAY 23 IN TWIN CITY, GO EAST ON HIGHWAY 80 FOR 7 MILES
 CL1778'TO THE JUNCTION OF STATE HIGHWAY 121.  CONTINUE EAST ON HIGHWAY
 CL1778'80 FOR 0.65 MILE TO A GRAVEL CROSSROAD, COUNTY ROUTE 71, AND
 CL1778'THE STATION ON THE LEFT AS DESCRIBED.
 CL1778'
 CL1778'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL1778'STAMPED---ABB 1979---,
 CL1778'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1778'FLUSH WITH GROUND.  IT IS LOCATED
 CL1778'89 FEET EAST FROM THE CENTER OF COUNTY ROUTE 71,
 CL1778'49 FEET SOUTH FROM THE CENTER OF HIGHWAY 80 AND
 CL1778'2.4 FEET NORTH-NORTHEAST FROM A FENCE AND A METAL WITNESS POST.
 CL1778'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CL1778'STAMPED---ABB 1979---, SET INTO THE TOP OF AN IRREGULAR MASS OF
 CL1778'CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 CL1778'
 CL1778'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1778'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1778'
 CL1778'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CL1778'
 CL1778'A TRAVERSE CONNECTION WAS MADE TO CGS TRAVERSE STATION
 CL1778'7C25 RESET 1961 USING STANDARDIZED TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0966 ***********************************************************************
 BS0966  DESIGNATION -  ABBEVILLE
 BS0966  PID         -  BS0966
 BS0966  STATE/COUNTY-  GA/WILCOX
 BS0966  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS0966
 BS0966                         *CURRENT SURVEY CONTROL
 BS0966  ___________________________________________________________________
 BS0966* NAD 83(1994)-  31 59 05.76183(N)    083 18 31.94243(W)     ADJUSTED  
 BS0966* NAVD 88     -        83.795  (meters)     274.92   (feet)  ADJUSTED  
 BS0966  ___________________________________________________________________
 BS0966  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BS0966  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BS0966  DYNAMIC HT  -          83.697 (meters)     274.60  (feet)  COMP
 BS0966  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 BS0966
 BS0966  HORZ ORDER  -  FIRST
 BS0966  VERT ORDER  -  FIRST     CLASS II
 BS0966
 BS0966.The horizontal coordinates were established by classical geodetic methods
 BS0966.and adjusted by the National Geodetic Survey in September 1997..
 BS0966
 BS0966.The orthometric height was determined by differential leveling
 BS0966.and adjusted by the National Geodetic Survey in June 1991..
 BS0966.WARNING-Repeat measurements at this control monument indicate possible
 BS0966.vertical movement.
 BS0966
 BS0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0966
 BS0966.The geoid height was determined by GEOID03.
 BS0966
 BS0966.The dynamic height is computed by dividing the NAVD 88
 BS0966.geopotential number by the normal gravity value computed on the
 BS0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0966.degrees latitude (g = 980.6199 gals.).
 BS0966
 BS0966.The modeled gravity was interpolated from observed gravity values.
 BS0966
 BS0966;                    North         East     Units Scale Factor Converg.
 BS0966;SPC GA W     -   220,367.830   781,062.112   MT  0.99998101   +0 27 15.8
 BS0966;SPC GA W     -   722,990.12  2,562,534.61   sFT  0.99998101   +0 27 15.8
 BS0966;UTM  17      - 3,541,094.721   281,852.853   MT  1.00018692   -1 13 24.5
 BS0966
 BS0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0966!SPC GA W     -   0.99999112  x   0.99998101  =   0.99997213
 BS0966!UTM  17      -   0.99999112  x   1.00018692  =   1.00017804
 BS0966
 BS0966:                Primary Azimuth Mark                     Grid Az
 BS0966:SPC GA W     -  ABBEVILLE ALUMINUM WATER TANK            007 32 42.5
 BS0966:UTM  17      -  ABBEVILLE ALUMINUM WATER TANK            009 13 22.8
 BS0966
 BS0966|---------------------------------------------------------------------|
 BS0966| PID    Reference Object                     Distance      Geod. Az  |
 BS0966|                                                           dddmmss.s |
 BS0966| BS1347 ABBEVILLE ALUMINUM WATER TANK       APPROX. 0.9 KM 0075958.3 |
 BS0966| CW3256 ABBEVILLE RM 1                       16.679 METERS 00936     |
 BS0966| BS1345 ABBEVILLE CTHSE FINIAL              APPROX. 0.9 KM 0143952.0 |
 BS0966| BS1195 ABBEVILLE RM 2                       20.787 METERS 28848     |
 BS0966| CW3257 ABBEVILLE AZ MK                                    3115026.1 |
 BS0966|---------------------------------------------------------------------|
 BS0966
 BS0966                          SUPERSEDED SURVEY CONTROL
 BS0966
 BS0966  NAD 83(1986)-  31 59 05.76465(N)    083 18 31.94483(W) AD(       ) 1
 BS0966  NAD 27      -  31 59 05.12400(N)    083 18 32.37300(W) AD(       ) 1
 BS0966  NGVD 29 (??/??/92)   84.012  (m)          275.63   (f) ADJ UNCH    1 2
 BS0966
 BS0966.Superseded values are not recommended for survey control.
 BS0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0966.See file dsdata.txt to determine how the superseded data were derived.
 BS0966
 BS0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR8185341095(NAD 83)
 BS0966_MARKER: DS = TRIANGULATION STATION DISK
 BS0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0966_STAMPING: ABBEVILLE 1935
 BS0966_MARK LOGO: CGS   
 BS0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0966+STABILITY: SURFACE MOTION
 BS0966
 BS0966  HISTORY     - Date     Condition        Report By
 BS0966  HISTORY     - 1935     MONUMENTED       CGS
 BS0966  HISTORY     - 1961     GOOD             CGS
 BS0966  HISTORY     - 1961     GOOD             NGS
 BS0966  HISTORY     - 1979     GOOD             NGS
 BS0966  HISTORY     - 19940416 GOOD             NGS
 BS0966
 BS0966                          STATION DESCRIPTION
 BS0966
 BS0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS0966'ABOUT 0.2 MILE SOUTH OF SEABOARD AIR LINE RAILWAY STATION IN
 BS0966'SOUTHWEST PART OF ABBEVILLE, ON EAST SIDE OF GRADED ROAD, ON
 BS0966'PROPERTY BELONGING TO MRS. CAL LAWSON OF ABBEVILLE, 25 PACES NORTH
 BS0966'OF SOUTHWEST CORNER OF MRS. LAWSONS HOUSE, 10 PACES EAST OF CENTER
 BS0966'LINE OF DIRT ROAD AND 6 PACES NORTHWEST OF WIRE FENCE.  TO REACH
 BS0966'FROM GULF FILLING STATION ON STATE HIGHWAY 11 AT ABBEVILLE, GO
 BS0966'SOUTH ON DIRT ROAD (CROSSING TRACKS JUST EAST OF RAILWAY STATION)
 BS0966'FOR 0.2 MILE TO STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 BS0966'DISKS IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 BS0966'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 BS0966'MONUMENTS.
 BS0966'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 13 PACES EAST OF CENTER
 BS0966'LINE OF DIRT ROAD, 9 PACES SOUTH OF SOUTHWEST CORNER OF HOUSE AND
 BS0966'54.72 FEET NORTH OF STATION N 9 DEG 36 MIN E.  NO. 2 PROJECTS
 BS0966'6 INCHES, IS 13 PACES NORTH-NORTHWEST OF 24-INCH TREE, 9 PACES
 BS0966'WEST OF CENTER LINE OF ROAD AND 68.20 FEET WEST OF STATION
 BS0966'N 71 DEG 12 MIN W.  AZIMUTH MARK PROJECTS 6 INCHES, IS ON
 BS0966'SOUTHEAST EDGE OF FIELD, ABOUT 250 PACES WEST OF RAILWAY STATION IN
 BS0966'ABBEVILLE, 22 PACES WEST-NORTHWEST OF SWITCH SIGNAL, 7 PACES
 BS0966'NORTHWEST OF TOOLHOUSE AND ABOUT 0.25 MILE NORTHWEST OF STATION
 BS0966'N 48 DEG 10 MIN W.  9E-87 (GA.GEOD.S.), A STATE
 BS0966'SURVEY DISK, SET IN 6-INCH JOINT OF STOVEPIPE FILLED WITH CONCRETE,
 BS0966'360 PACES WEST OF RAILWAY STATION AT ABBEVILLE, 46 PACES WEST OF
 BS0966'RAILWAY SECTION OF TOOLHOUSE, 16 PACES NORTH OF NORTH RAIL OF MAIN
 BS0966'TRACK, 2 FEET NORTH OF RIGHT-OF-WAY FENCE AND ABOUT 0.25 MILE
 BS0966'NORTHWEST OF STATION N 51 DEG 16 MIN W.
 BS0966
 BS0966                          STATION RECOVERY (1961)
 BS0966
 BS0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RG)
 BS0966'AT ABBEVILLE, 0.2 MILE SOUTH ALONG A BLACK TOP STREET FROM THE
 BS0966'SEABOARD AIR LINE RAILROAD STATION, AT THE TOP OF A SMALL HILL,
 BS0966'ABOUT 100 YARDS SOUTH OF THE JUNCTION OF STREETS, 39 FEET EAST OF
 BS0966'THE CENTER LINE OF THE STREET, 24.5 FEET NORTHWEST OF THE NORTHWEST
 BS0966'CORNER OF THE MODERN HOMES CONST. COMPANY DEMONSTRATION HOUSE, 80.5
 BS0966'FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE WHITE WOODEN FRAME
 BS0966'HOUSE, 23 FEET NORTHEAST OF A POWER LINE POLE, 1 FOOT ABOVE THE
 BS0966'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BS0966'THE GROUND.
 BS0966'
 BS0966'R.M. NO 2--AT ABBEVILLE, 0.2 MILE SOUTH ALONG A BLACK TOP STREET
 BS0966'FROM THE SEABOARD AIR LINE RAILROAD STATION, AT THE SOUTHEAST CORNER
 BS0966'OF A SMALL GARDEN, 90 YARDS SOUTH OF THE CENTER OF STREETS JUNCTION,
 BS0966'26 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH STREET, 68.1
 BS0966'FEET NORTHWEST AND ACROSS THE STREET FROM THE STATION ABBEVILLE, 30
 BS0966'1/2 FEET NORTH OF THE CENTER LINE OF A DIRT DRIVEWAY, 1/2 FOOT
 BS0966'ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST
 BS0966'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BS0966'
 BS0966'NOTE--ABBEVILLE R.M. NO 1 WAS FOUND PULLED OUT OF THE GROUND.  THE
 BS0966'DISK WAS NOT REMOVED BY THIS PARTY.
 BS0966
 BS0966                          STATION RECOVERY (1961)
 BS0966
 BS0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BS0966'AT ABBEVILLE.
 BS0966'AT ABBEVILLE, 0.2 MILE SOUTH ALONG A BLACK TOP STREET FROM THE
 BS0966'SEABOARD AIR LINE RAILROAD STATION, AT THE TOP OF A SMALL HILL,
 BS0966'ABOUT 100 YARDS SOUTH OF THE JUNCTION OF STREETS, 39 FEET EAST OF
 BS0966'THE CENTER LINE OF THE STREET, 24.5 FEET NORTHWEST OF THE NORTHWEST
 BS0966'CORNER OF THE MODERN HOMES CONST. COMPANY DEMONSTRATION HOUSE,
 BS0966'80.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE WHITE WOODEN
 BS0966'FRAME HOUSE, 23 FEET NORTHEAST OF A POWER LINE POLE, 1 FOOT ABOVE
 BS0966'THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST
 BS0966'FLUSH WITH THE GROUND.
 BS0966
 BS0966                          STATION RECOVERY (1979)
 BS0966
 BS0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0966'RECOVERED IN GOOD CONDITION.
 BS0966
 BS0966                          STATION RECOVERY (1994)
 BS0966
 BS0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 BS0966'MARK IS 0.5 MILE (0.8 KM) SW OF THE CENTER OF ABBEVILLE, ON PROPERTY
 BS0966'OF WM.  D.  WARE AT 218 OR 318 BOWEN ST.  TO REACH FROM THE WILCOX
 BS0966'COUNTY COURTHOUSE, JUNCTION OF US 280 AND US 129, TRAVEL SOUTH ON US
 BS0966'129 (BROAD ST) 0.25 MILE (0.40 KM) TO PINE ST ON THE RIGHT AT DORSEY
 BS0966'STATE BANK AND JUST NORTH OF RAILROAD OVERPASS.  TURN RIGHT, WEST, FOR
 BS0966'0.1 MILE (0.2 KM) ON PINE ST, THEN LEFT ON BOWEN ST.  CONTINUE, GOING
 BS0966'SOUTH AGAIN, 0.1 MILE (0.2 KM) ON BOWEN ST TO RAILROAD GRADE CROSSING,
 BS0966'THEN 0.2 MILE (0.3 KM) MORE TO MARK ON THE LEFT, JUST SOUTH OF BARNES
 BS0966'ST, 39 FT (11.9 M) EAST OF BOWEN ST, 39 FT (11.9 M) SOUTH OF SOUTH
 BS0966'LINE OF MR WARES DOUBLE-WIDE TRAILER AND 3 FT (0.9 M) WEST OF WEST
 BS0966'LINE OF SAME, 27.5 FT (8.4 M) NE OF A POLE, PROJECTING 4 INCHES.  RM 2
 BS0966'IS ACROSS BOWEN ST FROM THE MARK, 57 FT (17.4 M) NORTH OF A POLE, 28
 BS0966'FT (8.5 M) NORTH OF NORTH LINE OF A 1-STORY BRICK HOUSE, 26 FT (7.9 M)
 BS0966'WEST OF STREET CENTER, 24 FT (7.3 M) NE OF NEAR EDGE OF A 20 INCH
 BS0966'WATER OAK, 4 FT (1.2 M) SOUTH OF SOUTH LINE OF YELLOW FRAME HOUSE
 BS0966'NUMBER 215.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1347 ***********************************************************************
 BS1347  DESIGNATION -  ABBEVILLE ALUMINUM WATER TANK
 BS1347  PID         -  BS1347
 BS1347  STATE/COUNTY-  GA/WILCOX
 BS1347  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS1347
 BS1347                         *CURRENT SURVEY CONTROL
 BS1347  ___________________________________________________________________
 BS1347* NAD 83(1994)-  31 59 33.29525(N)    083 18 27.40216(W)     ADJUSTED  
 BS1347* NAVD 88     -                                                        
 BS1347  ___________________________________________________________________
 BS1347  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BS1347  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS1347
 BS1347  HORZ ORDER  -  THIRD
 BS1347
 BS1347.The horizontal coordinates were established by classical geodetic methods
 BS1347.and adjusted by the National Geodetic Survey in September 1997..
 BS1347
 BS1347
 BS1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1347
 BS1347.The geoid height was determined by GEOID03.
 BS1347
 BS1347;                    North         East     Units Scale Factor Converg.
 BS1347;SPC GA W     -   221,216.813   781,174.563   MT  0.99998124   +0 27 18.6
 BS1347;SPC GA W     -   725,775.49  2,562,903.55   sFT  0.99998124   +0 27 18.6
 BS1347;UTM  17      - 3,541,940.220   281,990.145   MT  1.00018618   -1 13 23.1
 BS1347
 BS1347                          SUPERSEDED SURVEY CONTROL
 BS1347
 BS1347  NAD 83(1986)-  31 59 33.29806(N)    083 18 27.40450(W) AD(       ) 4
 BS1347  NAD 27      -  31 59 32.65600(N)    083 18 27.83200(W) AD(       ) 3
 BS1347
 BS1347.Superseded values are not recommended for survey control.
 BS1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1347.See file dsdata.txt to determine how the superseded data were derived.
 BS1347
 BS1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR8199041940(NAD 83)
 BS1347_MARKER: 51 = TANK
 BS1347
 BS1347  HISTORY     - Date     Condition        Report By
 BS1347  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1347
 BS1347                          STATION DESCRIPTION
 BS1347
 BS1347'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1345 ***********************************************************************
 BS1345  DESIGNATION -  ABBEVILLE CTHSE FINIAL
 BS1345  PID         -  BS1345
 BS1345  STATE/COUNTY-  GA/WILCOX
 BS1345  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS1345
 BS1345                         *CURRENT SURVEY CONTROL
 BS1345  ___________________________________________________________________
 BS1345* NAD 83(1994)-  31 59 33.37696(N)    083 18 23.46301(W)     ADJUSTED  
 BS1345* NAVD 88     -                                                        
 BS1345  ___________________________________________________________________
 BS1345  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BS1345  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS1345
 BS1345  HORZ ORDER  -  THIRD
 BS1345
 BS1345.The horizontal coordinates were established by classical geodetic methods
 BS1345.and adjusted by the National Geodetic Survey in September 1997..
 BS1345
 BS1345
 BS1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1345
 BS1345.The geoid height was determined by GEOID03.
 BS1345
 BS1345;                    North         East     Units Scale Factor Converg.
 BS1345;SPC GA W     -   221,220.151   781,277.941   MT  0.99998144   +0 27 20.7
 BS1345;SPC GA W     -   725,786.45  2,563,242.71   sFT  0.99998144   +0 27 20.7
 BS1345;UTM  17      - 3,541,940.530   282,093.598   MT  1.00018563   -1 13 21.0
 BS1345
 BS1345                          SUPERSEDED SURVEY CONTROL
 BS1345
 BS1345  NAD 83(1986)-  31 59 33.37972(N)    083 18 23.46536(W) AD(       ) 4
 BS1345  NAD 27      -  31 59 32.73700(N)    083 18 23.89400(W) AD(       ) 3
 BS1345
 BS1345.Superseded values are not recommended for survey control.
 BS1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1345.See file dsdata.txt to determine how the superseded data were derived.
 BS1345
 BS1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR8209441941(NAD 83)
 BS1345_MARKER: 82 = FINIAL
 BS1345
 BS1345  HISTORY     - Date     Condition        Report By
 BS1345  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1345
 BS1345                          STATION DESCRIPTION
 BS1345
 BS1345'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3313 ***********************************************************************
 DG3313  DESIGNATION -  ABNEY
 DG3313  PID         -  DG3313
 DG3313  STATE/COUNTY-  GA/PAULDING
 DG3313  USGS QUAD   -  DALLAS (1973)
 DG3313
 DG3313                         *CURRENT SURVEY CONTROL
 DG3313  ___________________________________________________________________
 DG3313* NAD 83(1994)-  33 59 50.89692(N)    084 48 26.93684(W)     ADJUSTED  
 DG3313* NAVD 88     -       347.9    (meters)    1141.     (feet)  VERTCON   
 DG3313  ___________________________________________________________________
 DG3313  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DG3313  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3313
 DG3313  HORZ ORDER  -  FIRST
 DG3313
 DG3313.The horizontal coordinates were established by classical geodetic methods
 DG3313.and adjusted by the National Geodetic Survey in September 1997..
 DG3313
 DG3313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3313
 DG3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3313
 DG3313.The geoid height was determined by GEOID03.
 DG3313
 DG3313;                    North         East     Units Scale Factor Converg.
 DG3313;SPC GA W     -   443,408.346   640,802.070   MT  0.99994319   -0 21 30.0
 DG3313;SPC GA W     - 1,454,748.88  2,102,364.79   sFT  0.99994319   -0 21 30.0
 DG3313;UTM  16      - 3,764,042.680   702,498.909   MT  1.00010552   +1 13 35.0
 DG3313
 DG3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3313!SPC GA W     -   0.99994999  x   0.99994319  =   0.99989318
 DG3313!UTM  16      -   0.99994999  x   1.00010552  =   1.00005550
 DG3313
 DG3313|---------------------------------------------------------------------|
 DG3313| PID    Reference Object                     Distance      Geod. Az  |
 DG3313|                                                           dddmmss.s |
 DG3313| CZ2713 ABNEY RM 1                           16.929 METERS 02059     |
 DG3313| CZ2714 ABNEY RM 2                           17.752 METERS 11231     |
 DG3313| DG3231 LOST MOUNTAIN RESET                 APPROX.11.6 KM 1182046.0 |
 DG3313| DG3315 ELLSBERRY MTN LOT                   APPROX. 6.6 KM 1780731.5 |
 DG3313| DG3314 DALLAS CTHSE SPIRE                  APPROX. 8.7 KM 2005727.0 |
 DG3313| DG3312 DALLAS MUNICIPAL TANK               APPROX. 8.8 KM 2010532.8 |
 DG3313|---------------------------------------------------------------------|
 DG3313
 DG3313                          SUPERSEDED SURVEY CONTROL
 DG3313
 DG3313  NAD 83(1994)-  33 59 50.90167(N)    084 48 26.93811(W) AD(       ) 1
 DG3313  NAD 83(1986)-  33 59 50.90242(N)    084 48 26.93666(W) AD(       ) 1
 DG3313  NAD 27      -  33 59 50.53674(N)    084 48 27.15636(W) AD(       ) 1
 DG3313  NGVD 29 (07/19/86)  347.8    (m)         1141.     (f) VERT ANG       
 DG3313
 DG3313.Superseded values are not recommended for survey control.
 DG3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3313.See file dsdata.txt to determine how the superseded data were derived.
 DG3313
 DG3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0249964043(NAD 83)
 DG3313_MARKER: DS = TRIANGULATION STATION DISK
 DG3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3313
 DG3313  HISTORY     - Date     Condition        Report By
 DG3313  HISTORY     - 1973     MONUMENTED       NGS
 DG3313
 DG3313                          STATION DESCRIPTION
 DG3313
 DG3313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3313'NO SUITABLE LOCATION WAS FOUND FOR A DISTANT REFERENCE MARK.
 DG3313'
 DG3313'THE STATION IS LOCATED ABOUT 13 MILES EAST OF ROCKMART, 12 MILES
 DG3313'SOUTH OF CARTERSVILLE, 9 MILES SOUTHWEST OF ACWORTH AND 5 MILES
 DG3313'NORTH-NORTHEAST OF DALLAS.  IT IS ON PROPERTY OWNED BY
 DG3313'MR. WALTER C. ABNEY OF DALLAS, GEORGIA, WHOSE TELEPHONE NUMBER
 DG3313'IS 445-3509.
 DG3313'
 DG3313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278 AND
 DG3313'STATE ROUTES 61 AND 6 IN DALLAS, GO EAST ON HIGHWAY 278 FOR 0.3
 DG3313'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON STATE
 DG3313'ROUTE SPUR 92 FOR 3.3 MILES TO A FORK JUST BEFORE REACHING THE
 DG3313'JUNCTION OF STATE ROUTE 92.  TAKE THE LEFT FORK AND GO
 DG3313'NORTHWESTERLY ON A PAVED ROAD FOR 1.25 MILES TO A SIDE ROAD RIGHT.
 DG3313'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A SIDE
 DG3313'ROAD LEFT.  CONTINUE AHEAD, NORTHERLY, ON THE ROAD FOR
 DG3313'0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON A
 DG3313'GRAVELED ROAD FOR 0.75 MILE TO A FORK.  TAKE THE RIGHT FORK
 DG3313'AND GO NORTHERLY ON A DIRT ROAD FOR 0.45 MILE TO A SIDE ROAD
 DG3313'AND LOCKED CABLE ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 DG3313'LOCKED CABLE, AND GO WESTERLY ON A WOODS ROAD FOR 0.2 MILE
 DG3313'TO A TRIANGLE BLAZED OAK TREE ON THE LEFT.  TURN LEFT AND GO
 DG3313'SOUTHWESTERLY ON A CLEARED WOODS ROAD FOR 0.1 MILE TO THE
 DG3313'HIGHEST PART OF THE HILL AND THE STATION.
 DG3313'
 DG3313'STATION MARKS ARE STANDARD DISKS STAMPED ABNEY 1973.  THE
 DG3313'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3313'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DG3313'54 FEET SOUTHWEST OF A TRIANGLE BLAZED 12-INCH PINE TREE, 13
 DG3313'FEET EAST-SOUTHEAST OF A TRIANGLE BLAZED PINE TREE AND 3.3 FEET
 DG3313'EAST OF A METAL WITNESS POST.
 DG3313'
 DG3313'REFERENCE MARK 1, A STANDARD DISK STAMPED ABNEY NO 1 1973, IS
 DG3313'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3313'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 58.5 FEET
 DG3313'NORTHEAST OF THE METAL WITNESS POST, 58.5 FEET NORTHEAST OF THE
 DG3313'PINE TREE AND 8 FEET NORTH-NORTHWEST OF THE 12-INCH PINE TREE.
 DG3313'
 DG3313'REFERENCE MARK 2, A STANDARD DISK STAMPED ABNEY NO 2 1973, IS SET
 DG3313'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3313'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 FEET SOUTH OF
 DG3313'THE PINE TREE, 71 FEET SOUTHEAST OF THE 12-INCH PINE TREE, 60.5
 DG3313'FEET SOUTHEAST OF THE METAL WITNESS POST AND ABOUT 2 FEET LOWER
 DG3313'THAN THE STATION MARK.
 DG3313'
 DG3313'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1580 ***********************************************************************
 BT1580  DESIGNATION -  ABY 1973
 BT1580  PID         -  BT1580
 BT1580  STATE/COUNTY-  GA/DOUGHERTY
 BT1580  USGS QUAD   -  ALBANY WEST (1988)
 BT1580
 BT1580                         *CURRENT SURVEY CONTROL
 BT1580  ___________________________________________________________________
 BT1580* NAD 83(1994)-  31 31 56.78157(N)    084 11 18.46475(W)     ADJUSTED  
 BT1580* NAVD 88     -        67.5    (meters)     221.     (feet)  VERTCON   
 BT1580  ___________________________________________________________________
 BT1580  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT1580  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1580
 BT1580  HORZ ORDER  -  SECOND
 BT1580
 BT1580.This mark is at Southwest Georgia Regional Airport (ABY)
 BT1580
 BT1580.The horizontal coordinates were established by classical geodetic methods
 BT1580.and adjusted by the National Geodetic Survey in September 1997..
 BT1580
 BT1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1580
 BT1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1580
 BT1580.The geoid height was determined by GEOID03.
 BT1580
 BT1580;                    North         East     Units Scale Factor Converg.
 BT1580;SPC GA W     -   169,877.849   697,930.274   MT  0.99990005   -0 00 41.0
 BT1580;SPC GA W     -   557,340.91  2,289,792.91   sFT  0.99990005   -0 00 41.0
 BT1580;UTM  16      - 3,492,039.131   766,952.420   MT  1.00047905   +1 28 16.5
 BT1580
 BT1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1580!SPC GA W     -   0.99999365  x   0.99990005  =   0.99989370
 BT1580!UTM  16      -   0.99999365  x   1.00047905  =   1.00047269
 BT1580
 BT1580:                Primary Azimuth Mark                     Grid Az
 BT1580:SPC GA W     -  ALBANY TV STA WALB MICROWAVE             000 01 33.4
 BT1580:UTM  16      -  ALBANY TV STA WALB MICROWAVE             358 32 35.9
 BT1580
 BT1580|---------------------------------------------------------------------|
 BT1580| PID    Reference Object                     Distance      Geod. Az  |
 BT1580|                                                           dddmmss.s |
 BT1580| BT1588 ALBANY TV STA WALB MICROWAVE        APPROX. 8.9 KM 0000052.4 |
 BT1580| BT1574 ALBANY MACGREGOR CO TANK            APPROX. 2.9 KM 0184501.5 |
 BT1580| BT1578 AIRPORT BCN ALBANY MUN APT          100.878 METERS 05639     |
 BT1580| BT1584 ABY RM 1 1973                        10.741 METERS 17004     |
 BT1580| BT0290 WAHEE 2 RM 4                        APPROX. 7.5 KM 3070621.9 |
 BT1580| BT1573 ALBANY W MUN TANK                   APPROX. 5.7 KM 3502140.8 |
 BT1580|---------------------------------------------------------------------|
 BT1580
 BT1580                          SUPERSEDED SURVEY CONTROL
 BT1580
 BT1580  NAD 83(1986)-  31 31 56.78743(N)    084 11 18.47048(W) AD(       ) 2
 BT1580  NAD 27      -  31 31 56.15722(N)    084 11 18.79729(W) AD(       ) 2
 BT1580  NGVD 29 (07/19/86)   67.7    (m)          222.     (f) VERT ANG       
 BT1580
 BT1580.Superseded values are not recommended for survey control.
 BT1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1580.See file dsdata.txt to determine how the superseded data were derived.
 BT1580
 BT1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6695292039(NAD 83)
 BT1580_MARKER: DS = TRIANGULATION STATION DISK
 BT1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1580+STABILITY: SURFACE MOTION
 BT1580
 BT1580  HISTORY     - Date     Condition        Report By
 BT1580  HISTORY     - 1973     MONUMENTED       NGS
 BT1580
 BT1580                          STATION DESCRIPTION
 BT1580
 BT1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1580'THE STATION IS LOCATED IN THE MOST NORTHERLY CORNER ON TOP OF
 BT1580'THE ROOF OF THE ADMINISTRATION BUILDING AT THE ALBANY AIRPORT.
 BT1580'
 BT1580'STATION MARK, A STANDARD DISK STAMPED ABY 1973, IS SET IN THE TOP
 BT1580'OF AN 8X8 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 BT1580'THE SURFACE OF THE ROOF.  IT IS 37.1 FEET WEST OF THE
 BT1580'SOUTHWEST CORNER OF THE AIR CONTROL TOWER, 9 FEET SOUTH OF THE
 BT1580'NORTH CORNER OF THE BUILDING, 6.6 FEET EAST-SOUTHEAST OF THE
 BT1580'SOUTHWEST WALL OF BUILDING AND 6.1 FEET SOUTHWEST OF THE
 BT1580'SOUTHEAST WALL OF BUILDING.  THE ROOF OF BUILDING IS 27.88 FEET
 BT1580'ABOVE GROUND SURFACE.
 BT1580'
 BT1580'REFERENCE MARK 1, A STANDARD DISK STAMPED ABY NO 1 1973, IS
 BT1580'SET IN TOP OF AN 8X8 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 BT1580'ABOVE THE SURFACE OF THE ROOF.  IT IS 56.6 FEET WEST-SOUTHWEST OF
 BT1580'THE SOUTHWEST CORNER OF AIR CONTROL TOWER, 11 FEET NORTHEAST OF
 BT1580'THE WEST VENT PIPE AND 6.2 FEET NORTHEAST OF THE WEST SIDE OF
 BT1580'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0415 ***********************************************************************
 CM0415  DESIGNATION -  AC
 CM0415  PID         -  CM0415
 CM0415  STATE/COUNTY-  GA/TALBOT
 CM0415  USGS QUAD   -  GENEVA (1985)
 CM0415
 CM0415                         *CURRENT SURVEY CONTROL
 CM0415  ___________________________________________________________________
 CM0415* NAD 83(1986)-  32 32 56.     (N)    084 36 14.     (W)     SCALED    
 CM0415* NAVD 88     -       128.252  (meters)     420.77   (feet)  ADJUSTED  
 CM0415  ___________________________________________________________________
 CM0415  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CM0415  DYNAMIC HT  -         128.108 (meters)     420.30  (feet)  COMP
 CM0415  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 CM0415
 CM0415  VERT ORDER  -  FIRST     CLASS II
 CM0415
 CM0415.The horizontal coordinates were scaled from a topographic map and have
 CM0415.an estimated accuracy of +/- 6 seconds.
 CM0415
 CM0415.The orthometric height was determined by differential leveling
 CM0415.and adjusted by the National Geodetic Survey in June 1991..
 CM0415
 CM0415.The geoid height was determined by GEOID03.
 CM0415
 CM0415.The dynamic height is computed by dividing the NAVD 88
 CM0415.geopotential number by the normal gravity value computed on the
 CM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0415.degrees latitude (g = 980.6199 gals.).
 CM0415
 CM0415.The modeled gravity was interpolated from observed gravity values.
 CM0415
 CM0415;                    North         East    Units  Estimated Accuracy
 CM0415;SPC GA W     -   282,660.      658,940.      MT  (+/- 180 meters Scaled)
 CM0415
 CM0415                          SUPERSEDED SURVEY CONTROL
 CM0415
 CM0415  NGVD 29 (??/??/92)  128.324  (m)          421.01   (f) ADJ UNCH    1 2
 CM0415
 CM0415.Superseded values are not recommended for survey control.
 CM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0415.See file dsdata.txt to determine how the superseded data were derived.
 CM0415
 CM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB249038(NAD 83)
 CM0415_MARKER: N = NAIL
 CM0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0415_SP_SET: SPIKE IN POLE
 CM0415_STAMPING: AC
 CM0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0415
 CM0415  HISTORY     - Date     Condition        Report By
 CM0415  HISTORY     - UNK      MONUMENTED       CGS
 CM0415  HISTORY     - 1958     GOOD             NGS
 CM0415
 CM0415                          STATION DESCRIPTION
 CM0415
 CM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0415'3.6 MI W FROM GENEVA.
 CM0415'AC IS A COPPER NAIL AND WASHER SET IN THE TOP OF A NOTCH CUT OUT
 CM0415'IN THE LARGE ROOT ON THE NORTH SIDE OF AN 18-INCH OAK TREE IN A
 CM0415'FENCE LINE, 62 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 119.3 FEET
 CM0415'SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM BM R 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1433 ***********************************************************************
 DF1433  DESIGNATION -  ACADEMY
 DF1433  PID         -  DF1433
 DF1433  STATE/COUNTY-  GA/BURKE
 DF1433  USGS QUAD   -  WAYNESBORO (1950)
 DF1433
 DF1433                         *CURRENT SURVEY CONTROL
 DF1433  ___________________________________________________________________
 DF1433* NAD 83(1994)-  33 05 34.67229(N)    082 01 13.74682(W)     ADJUSTED  
 DF1433* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 DF1433  ___________________________________________________________________
 DF1433  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DF1433  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DF1433
 DF1433  HORZ ORDER  -  SECOND
 DF1433
 DF1433.The horizontal coordinates were established by classical geodetic methods
 DF1433.and adjusted by the National Geodetic Survey in September 1997..
 DF1433
 DF1433.The orthometric height was scaled from a topographic map.
 DF1433
 DF1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1433
 DF1433.The geoid height was determined by GEOID03.
 DF1433
 DF1433;                    North         East     Units Scale Factor Converg.
 DF1433;SPC GA E     -   342,920.112   213,645.422   MT  0.99990229   +0 04 47.3
 DF1433;SPC GA E     - 1,125,063.73    700,935.02   sFT  0.99990229   +0 04 47.3
 DF1433;UTM  17      - 3,662,056.155   404,768.572   MT  0.99971182   -0 33 26.0
 DF1433
 DF1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1433!SPC GA E     -   0.99999062  x   0.99990229  =   0.99989291
 DF1433!UTM  17      -   0.99999062  x   0.99971182  =   0.99970244
 DF1433
 DF1433|---------------------------------------------------------------------|
 DF1433| PID    Reference Object                     Distance      Geod. Az  |
 DF1433|                                                           dddmmss.s |
 DF1433| DF2810 ACADEMY RM 1                         43.455 METERS 01458     |
 DF1433| DF1436 WAYNESBORO MAGNETIC 1935             65.419 METERS 04934     |
 DF1433| DF2809 ACADEMY AZ MK                                      0700454.0 |
 DF1433| DF1435 WAYNESBORO SOUTHERN OIL CO TK       APPROX. 0.8 KM 0784726.7 |
 DF1433| DF1437 WAYNESBORO MUNICIPAL TANK           APPROX. 0.7 KM 1232509.8 |
 DF1433| DF2811 ACADEMY RM 2                         54.642 METERS 32028     |
 DF1433|---------------------------------------------------------------------|
 DF1433
 DF1433                          SUPERSEDED SURVEY CONTROL
 DF1433
 DF1433  NAD 83(1986)-  33 05 34.67629(N)    082 01 13.74181(W) AD(       ) 2
 DF1433  NAD 27      -  33 05 34.13600(N)    082 01 14.31300(W) AD(       ) 2
 DF1433
 DF1433.Superseded values are not recommended for survey control.
 DF1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1433.See file dsdata.txt to determine how the superseded data were derived.
 DF1433
 DF1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0476962056(NAD 83)
 DF1433_MARKER: DS = TRIANGULATION STATION DISK
 DF1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1433
 DF1433  HISTORY     - Date     Condition        Report By
 DF1433  HISTORY     - 1935     MONUMENTED       CGS
 DF1433  HISTORY     - 1954     MARK NOT FOUND   CGS
 DF1433
 DF1433                          STATION DESCRIPTION
 DF1433
 DF1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1433'AT WAYNESBORO, IN SOUTHWEST CORNER OF WAYNESBORO PUBLIC SCHOOL
 DF1433'GROUNDS, 91 FEET NORTHEAST OF INTERSECTION OF ACADEMY AVENUE AND
 DF1433'DIRT ROAD ON SOUTH SIDE OF SCHOOL BUILDING AND 40 PACES SOUTHWEST
 DF1433'OF SOUTHWEST CORNER OF SCHOOL BUILDING.  TO REACH FROM COURTHOUSE
 DF1433'AT WAYNESBORO, GO WEST OF 6TH STREET FOR TWO BLOCKS.  TURN RIGHT ON
 DF1433'ACADEMY AVENUE AND CONTINUE 0.35 MILE TO PUBLIC SCHOOL AND STATION
 DF1433'ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 DF1433'CONCRETE.  UPPER MARK PROJECTS ABOUT 1 INCH ABOVE
 DF1433'GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN SIDEWALK
 DF1433'AND CURBING.  REFERENCE MARK NO. 1 IS SET IN CONCRETE SIDEWALK ON
 DF1433'SOUTH SIDE OF WEST ENTRANCE TO SCHOOL AND 142.57 FEET
 DF1433'NORTH-NORTHEAST OF STATION N 14 DEG 58 MIN E.  NO. 2 IS SET
 DF1433'IN EAST EDGE OF CONCRETE SIDEWALK ON EAST SIDE OF ACADEMY AVENUE,
 DF1433'33 FEET EAST OF CENTER LINE OF ACADEMY AVENUE, 31 FEET NORTH OF
 DF1433'TELEGRAPH POLE AND 179.27 FEET NORTH-NORTHWEST OF STATION
 DF1433'N 39 DEG 32 MIN W.  AZIMUTH MARK IS SET IN CONCRETE CURBING AT
 DF1433'NORTHWEST INTERSECTION OF SHADARACK STREET AND DIRT ROAD ON SOUTH
 DF1433'SIDE OF SCHOOL BUILDING (SOUTHEAST CORNER OF SCHOOLHOUSE YARD) AND
 DF1433'ABOUT 357 FEET EAST OF STATION N 70 DEG 05 MIN E.
 DF1433'WAYNESBORO MAGNETIC (SEE DESCRIPTION THEREOF) IS 214.63 FEET
 DF1433'NORTHEAST OF STATION N 49 DEG 34 MIN E.
 DF1433
 DF1433                          STATION RECOVERY (1954)
 DF1433
 DF1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1433'THE STATION-MARK LOCATION IS NOW OCCUPIED BY A WALKWAY AND STEPS AT
 DF1433'THE S ENTRANCE OF THE E ONE OF THE TWO UNITS THAT NOW OCCUPY THE
 DF1433'SITE OF THE ONE-BUILDING SCHOOL OF 1935.  REFERENCE MARK 1 WAS SET IN
 DF1433'A SIDEWALK, THE MARK WAS NOT RECOVERED THIS DATE, AND SOME SIDEWALK
 DF1433'HAS APPARENTLY BEEN DESTROYED NEAR THE DESCRIBED LOCATION.
 DF1433'WAYNESBORO MAGNETIC, TO WHICH A TRAVERSE CONNECTION WAS MADE IN
 DF1433'1935, WAS ALSO NOT RECOVERED THIS DATE.
 DF1433'
 DF1433'REFERENCE MARK 2, STAMPED ACADEMY NO 2 1935, IS A STANDARD REFERENCE
 DF1433'DISK, SET IN THE CONCRETE SIDEWALK ON THE W SIDE OF THE SCHOOL
 DF1433'SQUARE WHICH IS ABOUT 0.4 MI. NW OF THE COURTHOUSE IN WAYNESBORO,
 DF1433'251 FT. N-NW OF THE CENTER OF WARD STREET, 31.5 FT. E-NE OF THE
 DF1433'CENTER OF ACADEMY AVENUE, AND 0.8 FT. W-SW OF THE E EDGE OF THE
 DF1433'SIDEWALK.  IT IS 179.27 FT. N 39 DEG 32 MIN W FROM THE STATION.
 DF1433'
 DF1433'ACADEMY AZI 1935, SO STAMPED, IS A STANDARD REFERENCE DISK, SET IN
 DF1433'THE CURVED CURB IN THE NW ANGLE OF THE INTERSECTION OF WARD AND
 DF1433'SHADARACK STREETS, AND ABOUT 357 FT. N 70 DEG 05 MIN E FROM THE
 DF1433'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2733 ***********************************************************************
 DF2733  DESIGNATION -  ACADEMY 1874
 DF2733  PID         -  DF2733
 DF2733  STATE/COUNTY-  GA/GWINNETT
 DF2733  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2733
 DF2733                         *CURRENT SURVEY CONTROL
 DF2733  ___________________________________________________________________
 DF2733* NAD 83(1994)-  33 57 32.54186(N)    083 59 28.39765(W)     ADJUSTED  
 DF2733* NAVD 88     -       346.1    (meters)    1135.     (feet)  VERTCON   
 DF2733  ___________________________________________________________________
 DF2733  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DF2733  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DF2733
 DF2733  HORZ ORDER  -  FIRST
 DF2733
 DF2733.The horizontal coordinates were established by classical geodetic methods
 DF2733.and adjusted by the National Geodetic Survey in September 1997..
 DF2733
 DF2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2733
 DF2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2733
 DF2733.The geoid height was determined by GEOID03.
 DF2733
 DF2733;                    North         East     Units Scale Factor Converg.
 DF2733;SPC GA W     -   438,974.580   716,214.621   MT  0.99990324   +0 05 52.8
 DF2733;SPC GA W     - 1,440,202.43  2,349,780.80   sFT  0.99990324   +0 05 52.8
 DF2733;UTM  17      - 3,761,647.026   223,587.086   MT  1.00054198   -1 40 19.0
 DF2733;UTM  16      - 3,761,694.539   778,035.872   MT  1.00055307   +1 40 54.4
 DF2733
 DF2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2733!SPC GA W     -   0.99995029  x   0.99990324  =   0.99985354
 DF2733!UTM  17      -   0.99995029  x   1.00054198  =   1.00049225
 DF2733!UTM  16      -   0.99995029  x   1.00055307  =   1.00050334
 DF2733
 DF2733:                Primary Azimuth Mark                     Grid Az
 DF2733:SPC GA W     -  STONE MOUNTAIN RESET                     220 07 17.1
 DF2733:UTM  17      -  STONE MOUNTAIN RESET                     221 53 28.9
 DF2733:UTM  16      -  STONE MOUNTAIN RESET                     218 32 15.5
 DF2733
 DF2733|---------------------------------------------------------------------|
 DF2733| PID    Reference Object                     Distance      Geod. Az  |
 DF2733|                                                           dddmmss.s |
 DF2733| DG2533 STONE MOUNTAIN RESET                APPROX.22.2 KM 2201309.9 |
 DF2733|---------------------------------------------------------------------|
 DF2733
 DF2733                          SUPERSEDED SURVEY CONTROL
 DF2733
 DF2733  NAD 83(1986)-  33 57 32.54691(N)    083 59 28.39542(W) AD(       ) 1
 DF2733  NAD 27      -  33 57 32.19300(N)    083 59 28.70600(W) AD(       ) 1
 DF2733  NGVD 29 (07/19/86)  346.1    (m)         1135.     (f) VERT ANG       
 DF2733
 DF2733.Superseded values are not recommended for survey control.
 DF2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2733.See file dsdata.txt to determine how the superseded data were derived.
 DF2733
 DF2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2358761647(NAD 83)
 DF2733_MARKER: X = CHISELED CROSS
 DF2733_SETTING: 0 = UNSPECIFIED SETTING
 DF2733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF2733
 DF2733  HISTORY     - Date     Condition        Report By
 DF2733  HISTORY     - 1874     MONUMENTED       CGS
 DF2733  HISTORY     - 1933     GOOD             CGS
 DF2733
 DF2733                          STATION DESCRIPTION
 DF2733
 DF2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DF2733'IN VILLAGE OF LAWRENCEVILLE, ON HIGHEST POINT OF ACADEMY HILL.
 DF2733'REACHED FROM ATLANTA BY HIGHWAY 8.  SURFACE MARK IS CROSS CUT IN TOP
 DF2733'OF GRANITE POST.  UNDERGROUND MARK IS CENTER OF BOTTLE FILLED WITH
 DF2733'ASHES ABOUT 3 FEET BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE
 DF2733'EACH CROSS AND ARROWHEAD POINTING TO STATION IN TOPS OF FOUR
 DF2733'GRANITE POSTS WHICH FORM SQUARE, DIAGONALS OF WHICH INTERSECT AT
 DF2733'STATION.  EACH REFERENCE MARK IS 5 FEET FROM STATION EXCEPT
 DF2733'SOUTHWEST MARK WHICH IS 4.5 FEET THEREFROM, AND THEY ARE IN
 DF2733'FOLLOWING APPROXIMATE AZIMUTHS FROM STATION-- 30 DEG, 120 DEG, 210
 DF2733'DEG, AND 300 DEG.  STATION RECOVERED IN 1933. STATION MARK FOUND
 DF2733'DISPLACED AND LYING ON ITS SIDE.  IN 1934, THE GEORGIA LOCAL CONTROL
 DF2733'SURVEY ESTABLISHED A NEW STATION (PROBABLY A BRONZE DISK) ACADEMY 2
 DF2733'NEARBY.  THIS IS NOT THE SAME POSITION AS THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2751 ***********************************************************************
 DF2751  DESIGNATION -  ACADEMY 3
 DF2751  PID         -  DF2751
 DF2751  STATE/COUNTY-  GA/GWINNETT
 DF2751  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2751
 DF2751                         *CURRENT SURVEY CONTROL
 DF2751  ___________________________________________________________________
 DF2751* NAD 83(1994)-  33 57 31.92336(N)    083 59 29.23343(W)     ADJUSTED  
 DF2751* NAVD 88     -       343.8    (meters)    1128.     (feet)  VERTCON   
 DF2751  ___________________________________________________________________
 DF2751  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DF2751  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DF2751
 DF2751  HORZ ORDER  -  FIRST
 DF2751
 DF2751.The horizontal coordinates were established by classical geodetic methods
 DF2751.and adjusted by the National Geodetic Survey in September 1997..
 DF2751
 DF2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2751
 DF2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2751
 DF2751.The geoid height was determined by GEOID03.
 DF2751
 DF2751;                    North         East     Units Scale Factor Converg.
 DF2751;SPC GA W     -   438,955.488   716,193.198   MT  0.99990323   +0 05 52.3
 DF2751;SPC GA W     - 1,440,139.80  2,349,710.52   sFT  0.99990323   +0 05 52.3
 DF2751;UTM  17      - 3,761,628.594   223,565.069   MT  1.00054213   -1 40 19.5
 DF2751;UTM  16      - 3,761,674.849   778,014.971   MT  1.00055293   +1 40 53.9
 DF2751
 DF2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2751!SPC GA W     -   0.99995065  x   0.99990323  =   0.99985389
 DF2751!UTM  17      -   0.99995065  x   1.00054213  =   1.00049276
 DF2751!UTM  16      -   0.99995065  x   1.00055293  =   1.00050356
 DF2751
 DF2751:                Primary Azimuth Mark                     Grid Az
 DF2751:SPC GA W     -  LAWRENCEVILLE DOLCO CORP TANK            057 51 06.5
 DF2751:UTM  17      -  LAWRENCEVILLE DOLCO CORP TANK            059 37 18.3
 DF2751:UTM  16      -  LAWRENCEVILLE DOLCO CORP TANK            056 16 04.9
 DF2751
 DF2751|---------------------------------------------------------------------|
 DF2751| PID    Reference Object                     Distance      Geod. Az  |
 DF2751|                                                           dddmmss.s |
 DF2751| DF2745 LAWRENCEVILLE DOLCO CORP TANK       APPROX. 2.2 KM 0575658.8 |
 DF2751| DF2753 ACADEMY 4 RESET                      22.136 METERS 05757     |
 DF2751| DF2749 LAWRENCEVILLE RAD STA WLAW MST      APPROX. 1.4 KM 0934932.4 |
 DF2751| DF2742 LAWRENCEVILLE CO POLICE MAST        APPROX. 3.2 KM 1200826.0 |
 DF2751| DF2743 LAWRENCEVILLE COUNTY LOT            APPROX. 4.0 KM 1401813.1 |
 DF2751| DF2739 GRAYSON ATT MICROWAVE               APPROX. 9.2 KM 1524222.1 |
 DF2751| DF2741 GRAYSON MUN TANK                    APPROX. 8.0 KM 1555648.3 |
 DF2751| DF2748 LAWRENCEVILLE HEW TANK              APPROX. 5.9 KM 1651236.6 |
 DF2751| CY7775 ACADEMY 3 RM 1                       26.276 METERS 24942     |
 DF2751| CY7774 ACADEMY 3 RM 2                       21.114 METERS 33747     |
 DF2751| DF2752 LAWRENCEVILLE MUN STANDPIPE          26.301 METERS 34559     |
 DF2751|---------------------------------------------------------------------|
 DF2751
 DF2751                          SUPERSEDED SURVEY CONTROL
 DF2751
 DF2751  NAD 83(1986)-  33 57 31.93010(N)    083 59 29.23312(W) AD(       ) 1
 DF2751  NAD 27      -  33 57 31.55783(N)    083 59 29.57580(W) AD(       ) 1
 DF2751  NGVD 29 (07/19/86)  343.8    (m)         1128.     (f) VERT ANG       
 DF2751
 DF2751.Superseded values are not recommended for survey control.
 DF2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2751.See file dsdata.txt to determine how the superseded data were derived.
 DF2751
 DF2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2356561629(NAD 83)
 DF2751_MARKER: DS = TRIANGULATION STATION DISK
 DF2751_SETTING: 0 = UNSPECIFIED SETTING
 DF2751
 DF2751  HISTORY     - Date     Condition        Report By
 DF2751  HISTORY     - 1974     MONUMENTED       NGS
 DF2751  HISTORY     - 1978     SEE DESCRIPTION  NGS
 DF2751
 DF2751                          STATION DESCRIPTION
 DF2751
 DF2751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 DF2751'THIS STATION WAS ESTABLISHED BECAUSE ACADEMY 2 (GEORGIA LOCAL
 DF2751'CONTROL SURVEY) WAS NOT RECOVERED.  THE AREA HAS BEEN PAVED OVER FOR
 DF2751'A PARKING LOT.  NO DATA WAS AVAILABLE AT THIS TIME FOR ACADEMY 2.
 DF2751'
 DF2751'THE STATION IS LOCATED IN NORTH CENTRAL LAWRENCEVILLE, ADJACENT TO
 DF2751'A CITY STANDPIPE, AT THE GWINNETT COUNTY ADMINISTRATION BUILDINGS.
 DF2751'
 DF2751'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 DF2751'LAWRENCEVILLE, GO WEST ON U.S. HIGHWAY 29 FOR 1 BLOCK TO A CROSS
 DF2751'STREET.  TURN RIGHT AND GO NORTH ON PERRY STREET FOR 0.25 MILE TO A
 DF2751'CROSS STREET.  TURN LEFT AND GO WEST ON OAK STREET FOR 0.05 MILE
 DF2751'TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO 150 FEET TO THE STANDPIPE
 DF2751'AND THE STATION ON THE LEFT.
 DF2751'
 DF2751'THE STATION MARK, A STANDARD DISK STAMPED ACADEMY 3 1975, IS
 DF2751'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST 1 OF 4 CONCRETE FOOTING
 DF2751'OF A DISMANTLED WATER TANK.  IT IS 65.9 FEET SOUTH-SOUTHEAST OF
 DF2751'THE SIDE OF THE STANDPIPE, 44.4 FEET SOUTH OF A FIRE HYDRANT, 26
 DF2751'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A LARGE METAL
 DF2751'BUILDING AND 24 FEET WEST OF THE WEST EDGE OF THE PARKING LOT.
 DF2751'
 DF2751'REFERENCE MARK 1, A STANDARD DISK STAMPED ACADEMY 3 NO 1 1975, IS
 DF2751'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF2751'PROJECTS 1 INCH ABOVE GROUND.  IT IS 19 FEET SOUTH OF A 24-INCH
 DF2751'OAK TREE, 5 FEET LOWER THAN THE STATION, 2 FEET NORTHEAST OF A
 DF2751'METAL WITNESS POST AND 1.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 DF2751'CORNER OF THE METAL BUILDING.
 DF2751'
 DF2751'REFERENCE MARK 2, A STANDARD DISK STAMPED ACADEMY 3 NO 2 1975, IS
 DF2751'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE STANDPIPE,
 DF2751'ON THE SOUTH SIDE, ABOUT 6 INCHES ABOVE GROUND LEVEL.
 DF2751'
 DF2751'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 DF2751
 DF2751                          STATION RECOVERY (1978)
 DF2751
 DF2751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DF2751'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DF2751'FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION PLANS, THE STATION
 DF2751'MARK AND REFERENCE MARK 1 ARE TO BE DESTROYED.  THE DISTANCE TO
 DF2751'REFERENCE MARK 1 AND 2 CHECKED THE ORIGINAL DESCRIPTION.  THE
 DF2751'DIRECTION BETWEEN REFERENCE MARKS 1 AND 2 CHECKED.  STATION
 DF2751'ACADEMY 4 AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.
 DF2751'AFTER ALL TIES WERE MADE, ACADEMY 3 1975 AND REFERENCE MARK 1
 DF2751'WERE DESTROYED AND THE DISKS WERE RECLAIMED.  NOTICE.  AFTER THE
 DF2751'CONSTRUCTION PLANS ARE COMPLETED, ACADEMY 3 PROBABLY CAN BE
 DF2751'RE-ESTABLISHED FROM ACADEMY 4 AND REFERENCE MARK 2.
 DF2751'
 DF2751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2751'AT LAWRENCEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2753 ***********************************************************************
 DF2753  DESIGNATION -  ACADEMY 4 RESET
 DF2753  PID         -  DF2753
 DF2753  STATE/COUNTY-  GA/GWINNETT
 DF2753  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2753
 DF2753                         *CURRENT SURVEY CONTROL
 DF2753  ___________________________________________________________________
 DF2753* NAD 83(1994)-  33 57 32.30462(N)    083 59 28.50268(W)     ADJUSTED  
 DF2753* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 DF2753  ___________________________________________________________________
 DF2753  X           -     554,393.562 (meters)                     COMP
 DF2753  Y           -  -5,266,965.504 (meters)                     COMP
 DF2753  Z           -   3,542,848.530 (meters)                     COMP
 DF2753  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DF2753  ELLIP HEIGHT-         314.38  (meters)          (09/03/97) GPS OBS
 DF2753  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DF2753
 DF2753  HORZ ORDER  -  SECOND
 DF2753  ELLP ORDER  -  FOURTH    CLASS II
 DF2753
 DF2753.The horizontal coordinates were established by classical geodetic methods
 DF2753.and adjusted by the National Geodetic Survey in September 1997..
 DF2753.No horizontal observational check was made to the station.
 DF2753
 DF2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2753
 DF2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2753
 DF2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2753
 DF2753.The ellipsoidal height was determined by GPS observations
 DF2753.and is referenced to NAD 83.
 DF2753
 DF2753.The geoid height was determined by GEOID03.
 DF2753
 DF2753;                    North         East     Units Scale Factor Converg.
 DF2753;SPC GA W     -   438,967.266   716,211.938   MT  0.99990324   +0 05 52.8
 DF2753;SPC GA W     - 1,440,178.44  2,349,772.00   sFT  0.99990324   +0 05 52.8
 DF2753;UTM  17      - 3,761,639.794   223,584.176   MT  1.00054200   -1 40 19.1
 DF2753;UTM  16      - 3,761,687.149   778,033.390   MT  1.00055305   +1 40 54.3
 DF2753
 DF2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2753!SPC GA W     -   0.99995065  x   0.99990324  =   0.99985389
 DF2753!UTM  17      -   0.99995065  x   1.00054200  =   1.00049262
 DF2753!UTM  16      -   0.99995065  x   1.00055305  =   1.00050367
 DF2753
 DF2753|---------------------------------------------------------------------|
 DF2753| PID    Reference Object                     Distance      Geod. Az  |
 DF2753|                                                           dddmmss.s |
 DF2753| CY7777 ACADEMY 4 RM 4                       10.851 METERS 02543     |
 DF2753| CY7776 ACADEMY 4 RM 3                       10.870 METERS 02547     |
 DF2753| DF2745 LAWRENCEVILLE DOLCO CORP TANK       APPROX. 2.2 KM 0575659.2 |
 DF2753| DF2751 ACADEMY 3                            22.136 METERS 23757     |
 DF2753| CY7774 ACADEMY 3 RM 2                       27.860 METERS 28616     |
 DF2753|---------------------------------------------------------------------|
 DF2753
 DF2753                          SUPERSEDED SURVEY CONTROL
 DF2753
 DF2753  NAD 83(1986)-  33 57 32.31136(N)    083 59 28.50237(W) AD(       ) 2
 DF2753  NAD 27      -  33 57 31.93909(N)    083 59 28.84506(W) AD(       ) 2
 DF2753  NGVD 29 (07/19/86)  343.7    (m)         1128.     (f) VERT ANG       
 DF2753
 DF2753.Superseded values are not recommended for survey control.
 DF2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2753.See file dsdata.txt to determine how the superseded data were derived.
 DF2753
 DF2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2358461640(NAD 83)
 DF2753_MARKER: DD = SURVEY DISK
 DF2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2753_SP_SET: CONCRETE POST
 DF2753_STAMPING: ACADEMY 4 1978
 DF2753_MARK LOGO: NGS   
 DF2753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2753+STABILITY: SURFACE MOTION
 DF2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2753+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1989
 DF2753
 DF2753  HISTORY     - Date     Condition        Report By
 DF2753  HISTORY     - 1978     MONUMENTED       NGS
 DF2753  HISTORY     - 1980     GOOD             NGS
 DF2753  HISTORY     - 1980     GOOD             NGS
 DF2753  HISTORY     - 19881001 GOOD             HOBBS
 DF2753  HISTORY     - 19890507 GOOD
 DF2753
 DF2753                          STATION DESCRIPTION
 DF2753
 DF2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DF2753'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF LAWRENCEVILLE,
 DF2753'ON THE HIGHEST HILL IN AREA, EAST OF THE CITY STANDPIPE AND IN
 DF2753'THE PARKING AREA OF THE GWINNETT COUNTY ADMINISTRATION COMPLEX.
 DF2753'
 DF2753'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 DF2753'LAWRENCEVILLE, GO WEST ON U.S. HIGHWAY 29 FOR 1 BLOCK TO A CROSS
 DF2753'STREET.  TURN RIGHT AND GO NORTH ON PERRY STREET FOR 0.25 MILE TO
 DF2753'OAK STREET.  TURN LEFT AND GO WEST ON OAK STREET FOR 0.05 MILE TO
 DF2753'A DRIVEWAY ON RIGHT.  TURN RIGHT AND GO NORTH 150 FEET TO
 DF2753'STANDPIPE AND STATION.
 DF2753'
 DF2753'STATION MARKS ARE STANDARD DISKS STAMPED ACADEMY 4 1978.  THE
 DF2753'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DF2753'THAT IS SET FLUSH WITH THE PARKING AREA.  IT IS 167 FEET
 DF2753'NORTH-NORTHWEST OF THE CENTER OF OAK STREET, 59.5 FEET
 DF2753'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BRICK BUILDING, 73
 DF2753'FEET EAST-SOUTHEAST OF THE EAST SIDE OF A LARGE STANDPIPE
 DF2753'AND IN ASPHALT PARKING AREA.  THE UNDERGROUND MARK IS SET IN THE
 DF2753'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 30-INCHES BELOW
 DF2753'THE SURFACE OF PARKING LOT.
 DF2753'
 DF2753'REFERENCE MARK 2, A STANDARD DISK STAMPED ACADEMY 3 NO 2 1975, IS
 DF2753'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE STANDPIPE,
 DF2753'ON THE SOUTH SIDE ABOUT 6-INCHES ABOVE THE GROUND SURFACE.
 DF2753'
 DF2753'REFERENCE MARK 3, A STANDARD DISK STAMPED ACADEMY 4 NO 3 1978, IS SET
 DF2753'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH IN
 DF2753'THE ASPHALT PARKING AREA.  IT IS 77.5 FEET EAST OF THE EAST SIDE OF
 DF2753'THE STANDPIPE AND 70.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DF2753'THE LARGE BRICK BUILDING.
 DF2753'
 DF2753'NOTICE--STATION CAN BE LOCATED WITH A METAL DETECTOR.
 DF2753'
 DF2753'NEAREST TOWN--AT LAWRENCEVILLE.
 DF2753
 DF2753                          STATION RECOVERY (1980)
 DF2753
 DF2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DF2753'THE STATION UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 DF2753'FOUND IN GOOD CONDITION.  THE STATION MONUMENT WAS FOUND UNDER 1-INCH
 DF2753'OF ASPHALT WITH THE DISK MISSING.  REFERENCE MARK 3 MONUMENT WAS
 DF2753'FOUND UNDER 1-INCH OF ASPHALT WITH NO TRACE OF THE DISK OR STEM.  A
 DF2753'NEW SURFACE MARK WAS SET USING THE CENTER OF STEM AS CENTER
 DF2753'POINT.  REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE
 DF2753'TO REFERENCE MARK 2 CHECKED THE ORIGINAL DESCRIPTION.  THE DIRECTION
 DF2753'TO REFERENCE MARK 2 CHECKED THE ORIGINAL DESCRIPTION.  DUE TO CHANGES,
 DF2753'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DF2753'
 DF2753'STATION IS LOCATED IN THE NORTH CENTRAL PART OF LAWRENCEVILLE, ON THE
 DF2753'HIGHEST HILL IN AREA, EAST OF THE CITY STANDPIPE AND IN THE PARKING
 DF2753'AREA OF THE GWINNETT COUNTY ADMINISTRATION COMPLEX.
 DF2753'
 DF2753'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT HOUSE
 DF2753'SQUARE IN LAWRENCEVILLE, GO WEST ON U.S. HIGHWAY 29 FOR 1 BLOCK TO A
 DF2753'CROSS STREET.  TURN RIGHT AND GO NORTH ON PERRY STREET FOR 0.25 MILE
 DF2753'TO OAK STREET.  TURN LEFT AND GO WEST ON OAK STREET FOR 0.05 MILE TO
 DF2753'A DRIVEWAY ON RIGHT.  TURN RIGHT AND GO NORTH 150 FEET TO STANDPIPE
 DF2753'AND STATION.
 DF2753'
 DF2753'STATION MARK IS A STANDARD DISK STAMPED ACADEMY 4 1978 1980 AND IS SET
 DF2753'IN THE TOP OF A 12-INCH CONCRETE MONUMENT FLUSH WITH THE ASPHALT
 DF2753'PARKING AREA.  IT IS 167 FEET NORTH-NORTHWEST OF THE CENTER OF OAK
 DF2753'STREET, 59.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 DF2753'COUNTY BUILDING, 73.0 FEET EAST-SOUTHEAST OF THE EAST SIDE OF A LARGE
 DF2753'WHITE STANDPIPE AND IN AN ASPHALT PARKING AREA.  THE UNDERGROUND DISK
 DF2753'IS STAMPED ACADEMY 4 1978 AND IS SET IN THE TOP OF AN IRREGULAR MASS
 DF2753'OF CONCRETE 30-INCHES BELOW THE GROUND.
 DF2753'
 DF2753'REFERENCE MARK 2, A STANDARD DISK STAMPED ACADEMY 3 NO 2 1975, IS
 DF2753'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE STANDPIPE ON THE
 DF2753'SOUTH SIDE ABOUT 6-INCHES ABOVE THE GROUND SURFACE.
 DF2753'
 DF2753'REFERENCE MARK 4 A STANDARD DISK STAMPED ACADEMY 4 1978 NO 4 1980, IS
 DF2753'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 DF2753'WITH THE ASPHALT PARKING AREA.  IT IS 77.5 FEET EAST OF THE EAST SIDE
 DF2753'OF THE STANDPIPE AND 70.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DF2753'THE LARGE COUNTY BUILDING.
 DF2753
 DF2753                          STATION RECOVERY (1980)
 DF2753
 DF2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF2753'RECOVERED IN GOOD CONDITION.
 DF2753
 DF2753                          STATION RECOVERY (1988)
 DF2753
 DF2753'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 DF2753'RECOVERED IN GOOD CONDITION.
 DF2753
 DF2753                          STATION RECOVERY (1989)
 DF2753
 DF2753'RECOVERED 1989
 DF2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1407 ***********************************************************************
 CL1407  DESIGNATION -  ACE=K 26
 CL1407  PID         -  CL1407
 CL1407  STATE/COUNTY-  GA/TWIGGS
 CL1407  USGS QUAD   -  MARION (1985)
 CL1407
 CL1407                         *CURRENT SURVEY CONTROL
 CL1407  ___________________________________________________________________
 CL1407* NAD 83(1994)-  32 43 05.54927(N)    083 24 19.76838(W)     ADJUSTED  
 CL1407* NAVD 88     -       161.156  (meters)     528.73   (feet)  POSTED    
 CL1407  ___________________________________________________________________
 CL1407  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL1407  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CL1407  DYNAMIC HT  -         160.980 (meters)     528.15  (feet)  COMP
 CL1407  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CL1407
 CL1407  HORZ ORDER  -  FIRST
 CL1407  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CL1407
 CL1407.The horizontal coordinates were established by classical geodetic methods
 CL1407.and adjusted by the National Geodetic Survey in September 1997..
 CL1407
 CL1407.The orthometric height was determined by differential leveling
 CL1407.and adjusted by the National Geodetic Survey in 1992..
 CL1407.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CL1407.rate of 3.1 thru 4.0 mm/km.
 CL1407
 CL1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1407
 CL1407.The geoid height was determined by GEOID03.
 CL1407
 CL1407.The dynamic height is computed by dividing the NAVD 88
 CL1407.geopotential number by the normal gravity value computed on the
 CL1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1407.degrees latitude (g = 980.6199 gals.).
 CL1407
 CL1407.The modeled gravity was interpolated from observed gravity values.
 CL1407
 CL1407;                    North         East     Units Scale Factor Converg.
 CL1407;SPC GA W     -   301,609.429   771,353.299   MT  0.99996276   +0 24 41.2
 CL1407;SPC GA W     -   989,530.27  2,530,681.62   sFT  0.99996276   +0 24 41.2
 CL1407;UTM  17      - 3,622,607.112   274,549.690   MT  1.00022678   -1 18 02.6
 CL1407
 CL1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1407!SPC GA W     -   0.99997900  x   0.99996276  =   0.99994176
 CL1407!UTM  17      -   0.99997900  x   1.00022678  =   1.00020577
 CL1407
 CL1407:                Primary Azimuth Mark                     Grid Az
 CL1407:SPC GA W     -  BELL=M 26                                073 55 15.1
 CL1407:UTM  17      -  BELL=M 26                                075 37 58.9
 CL1407
 CL1407|---------------------------------------------------------------------|
 CL1407| PID    Reference Object                     Distance      Geod. Az  |
 CL1407|                                                           dddmmss.s |
 CL1407| CL1406 BELL=M 26                           419.749 METERS 0741956.3 |
 CL1407| CL2980 ACE RM                               12.275 METERS 27806     |
 CL1407| CL0516 FOY=I 26                            428.903 METERS 2895744.2 |
 CL1407|---------------------------------------------------------------------|
 CL1407
 CL1407                          SUPERSEDED SURVEY CONTROL
 CL1407
 CL1407  NAD 83(1986)-  32 43 05.54511(N)    083 24 19.77644(W) AD(       ) 1
 CL1407  NAD 27      -  32 43 05.01400(N)    083 24 20.16300(W) AD(       ) 1
 CL1407
 CL1407.Superseded values are not recommended for survey control.
 CL1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1407.See file dsdata.txt to determine how the superseded data were derived.
 CL1407
 CL1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7455022607(NAD 83)
 CL1407_MARKER: DS = TRIANGULATION STATION DISK
 CL1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1407
 CL1407  HISTORY     - Date     Condition        Report By
 CL1407  HISTORY     - 1918     MONUMENTED       CGS
 CL1407  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1407  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1407
 CL1407                          STATION DESCRIPTION
 CL1407
 CL1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1407'ABOUT 1 MILE EAST OF RIPLEY, ON THE SOUTH SIDE OF THE MACON,
 CL1407'DUBLIN AND SAVANNAH RAILWAY, AT A CURVE, 3 TELEGRAPH POLES
 CL1407'EAST OF A ROAD CROSSING AND 60 FEET SOUTH OF THE TRACK, DOWN
 CL1407'EMBANKMENT TO THE SOUTH OF WAGON ROAD.
 CL1407'REFERENCE MARK = J-26 IS STANDARD DISK 12.275 METERS (40.27
 CL1407'FEET) FROM STATION IN GRID AZIMUTH 97 DEG 41 MIN.  STATION AND
 CL1407'REFERENCE MARKS NOT LOCATED IN 1934.
 CL1407
 CL1407                          STATION RECOVERY (1949)
 CL1407
 CL1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1407'THE STATION AND REFERENCE MARK WHICH IS ALSO B.M. J 26 WERE
 CL1407'BOTH APPARENTLY DESTROYED BY THE PAVING OF U.S. HIGHWAY 80 AND
 CL1407'THE GRADING DONE AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1432 ***********************************************************************
 CL1432  DESIGNATION -  ACHORD=W 14
 CL1432  PID         -  CL1432
 CL1432  STATE/COUNTY-  GA/DODGE
 CL1432  USGS QUAD   -  MC RAE (1985)
 CL1432
 CL1432                         *CURRENT SURVEY CONTROL
 CL1432  ___________________________________________________________________
 CL1432* NAD 83(1994)-  32 06 23.72689(N)    082 58 06.31853(W)     ADJUSTED  
 CL1432* NAVD 88     -        82.803  (meters)     271.66   (feet)  POSTED    
 CL1432  ___________________________________________________________________
 CL1432  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 CL1432  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CL1432  DYNAMIC HT  -          82.710 (meters)     271.36  (feet)  COMP
 CL1432  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CL1432
 CL1432  HORZ ORDER  -  FIRST
 CL1432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1432
 CL1432.The horizontal coordinates were established by classical geodetic methods
 CL1432.and adjusted by the National Geodetic Survey in September 1997..
 CL1432
 CL1432.The orthometric height was determined by differential leveling
 CL1432.and adjusted by the National Geodetic Survey in 1992..
 CL1432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1432.rate of 0.0 thru 1.0 mm/km.
 CL1432
 CL1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1432
 CL1432.The geoid height was determined by GEOID03.
 CL1432
 CL1432.The dynamic height is computed by dividing the NAVD 88
 CL1432.geopotential number by the normal gravity value computed on the
 CL1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1432.degrees latitude (g = 980.6199 gals.).
 CL1432
 CL1432.The modeled gravity was interpolated from observed gravity values.
 CL1432
 CL1432;                    North         East     Units Scale Factor Converg.
 CL1432;SPC GA E     -   233,816.683   124,333.898   MT  0.99997058   -0 25 34.1
 CL1432;SPC GA E     -   767,113.57    407,918.80   sFT  0.99997058   -0 25 34.1
 CL1432;UTM  17      - 3,553,946.671   314,271.439   MT  1.00002542   -1 02 47.4
 CL1432
 CL1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1432!SPC GA E     -   0.99999138  x   0.99997058  =   0.99996196
 CL1432!UTM  17      -   0.99999138  x   1.00002542  =   1.00001680
 CL1432
 CL1432:                Primary Azimuth Mark                     Grid Az
 CL1432:SPC GA E     -  WALKER=V 14                              106 45 47.3
 CL1432:UTM  17      -  WALKER=V 14                              107 23 00.6
 CL1432
 CL1432|---------------------------------------------------------------------|
 CL1432| PID    Reference Object                     Distance      Geod. Az  |
 CL1432|                                                           dddmmss.s |
 CL1432| CL0265 WALKER=V 14                         APPROX. 0.7 KM 1062013.2 |
 CL1432| CY7382 ACHORD RM                                          18636     |
 CL1432|---------------------------------------------------------------------|
 CL1432
 CL1432                          SUPERSEDED SURVEY CONTROL
 CL1432
 CL1432  NAD 83(1986)-  32 06 23.72807(N)    082 58 06.31438(W) AD(       ) 1
 CL1432  NAD 27      -  32 06 23.10200(N)    082 58 06.79300(W) AD(       ) 1
 CL1432
 CL1432.Superseded values are not recommended for survey control.
 CL1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1432.See file dsdata.txt to determine how the superseded data were derived.
 CL1432
 CL1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR1427153947(NAD 83)
 CL1432_MARKER: DS = TRIANGULATION STATION DISK
 CL1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1432
 CL1432  HISTORY     - Date     Condition        Report By
 CL1432  HISTORY     - 1917     MONUMENTED       CGS
 CL1432  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1432
 CL1432                          STATION DESCRIPTION
 CL1432
 CL1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1432'IN VILLAGE OF ACHORD, ON RIGHT SIDE (WHEN GOING NORTH) OF
 CL1432'SOUTHERN RAILWAY TRACK, 15.88 METERS (52.1 FEET) FROM RIGHT
 CL1432'RAIL, 15 METERS (49 FEET) SOUTH OF WAGON ROAD CROSSING, AND
 CL1432'IN FRONT OF DOOR OF W.A. MILLERS STORE.  SURFACE MARK IS
 CL1432'STANDARD DISK IN CONCRETE.  UNDERGROUND MARK IS
 CL1432'NAIL IN CONCRETE.  REFERENCE MARK IS LARGE NAIL IN
 CL1432'SQUARE CONCRETE POST, ON LEFT SIDE OF TRACK, IN FENCE LINE
 CL1432'OF MILLER PROPERTY, AND 39.38 METERS (129.2 FEET) FROM STATION
 CL1432'IN GRID AZIMUTH 7 DEG 02 MIN.  IN 1934 REFERENCE MARK WAS
 CL1432'RECOVERED, BUT STATION MARK NOT FOUND.  MILLERS STORE
 CL1432'REPORTED COMPLETELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1549 ***********************************************************************
 BS1549  DESIGNATION -  ACREE
 BS1549  PID         -  BS1549
 BS1549  STATE/COUNTY-  GA/DOUGHERTY
 BS1549  USGS QUAD   -  ACREE (1988)
 BS1549
 BS1549                         *CURRENT SURVEY CONTROL
 BS1549  ___________________________________________________________________
 BS1549* NAD 83(1994)-  31 33 11.03325(N)    083 58 58.71632(W)     ADJUSTED  
 BS1549* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BS1549  ___________________________________________________________________
 BS1549  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BS1549  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1549
 BS1549  HORZ ORDER  -  FIRST
 BS1549
 BS1549.The horizontal coordinates were established by classical geodetic methods
 BS1549.and adjusted by the National Geodetic Survey in September 1997..
 BS1549
 BS1549.The orthometric height was scaled from a topographic map.
 BS1549
 BS1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1549
 BS1549.The geoid height was determined by GEOID03.
 BS1549
 BS1549;                    North         East     Units Scale Factor Converg.
 BS1549;SPC GA W     -   172,178.971   717,439.374   MT  0.99990375   +0 05 46.0
 BS1549;SPC GA W     -   564,890.51  2,353,799.01   sFT  0.99990375   +0 05 46.0
 BS1549;UTM  17      - 3,494,757.578   216,825.457   MT  1.00058914   -1 33 43.2
 BS1549;UTM  16      - 3,494,846.253   786,407.936   MT  1.00061186   +1 34 47.5
 BS1549
 BS1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1549!SPC GA W     -   0.99999297  x   0.99990375  =   0.99989672
 BS1549!UTM  17      -   0.99999297  x   1.00058914  =   1.00058211
 BS1549!UTM  16      -   0.99999297  x   1.00061186  =   1.00060482
 BS1549
 BS1549|---------------------------------------------------------------------|
 BS1549| PID    Reference Object                     Distance      Geod. Az  |
 BS1549|                                                           dddmmss.s |
 BS1549| CW3258 ACREE RM                             23.780 METERS 00515     |
 BS1549| BS1548 ARTESIA                             APPROX. 1.8 KM 1025632.5 |
 BS1549|---------------------------------------------------------------------|
 BS1549
 BS1549                          SUPERSEDED SURVEY CONTROL
 BS1549
 BS1549  NAD 83(1986)-  31 33 11.04047(N)    083 58 58.72471(W) AD(       ) 1
 BS1549  NAD 27      -  31 33 10.40300(N)    083 58 59.07000(W) AD(       ) 1
 BS1549
 BS1549.Superseded values are not recommended for survey control.
 BS1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1549.See file dsdata.txt to determine how the superseded data were derived.
 BS1549
 BS1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1682594758(NAD 83)
 BS1549_MARKER: DS = TRIANGULATION STATION DISK
 BS1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1549
 BS1549  HISTORY     - Date     Condition        Report By
 BS1549  HISTORY     - 1917     MONUMENTED       CGS
 BS1549  HISTORY     - 1935     GOOD             CGS
 BS1549  HISTORY     - 1955     SEE DESCRIPTION  USGS
 BS1549
 BS1549                          STATION DESCRIPTION
 BS1549
 BS1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BS1549'ABOUT 1/2 MILE SOUTH OF ACREE DEPOT ON THE ATLANTIC COAST LINE
 BS1549'RAILWAY, 200 METERS (656 FEET) SOUTH OF MILEPOST 160, ON THE
 BS1549'SOUTHWARD TANGENT TO THE EAST RAIL OF MAIN TRACK, 150 METERS (492
 BS1549'FEET) FROM POINT OF TANGENCY, AND 9.79 METERS (32.1 FEET) EAST OF
 BS1549'EAST RAIL.  REFERENCE MARK, A STANDARD DISK SET IN AN IRREGULAR
 BS1549'MASS OF CONCRETE, IS 12 METERS (39
 BS1549'FEET) NORTH OF DIXIE HIGHWAY, 5 METERS (16 FEET) EAST OF CULVERT
 BS1549'UNDER HIGHWAY, 1.2 METERS (4 FEET) WEST OF FENCE ON EAST OF
 BS1549'RIGHT-OF-WAY, 23.78 METERS (78.0 FEET) FROM STATION IN GRID
 BS1549'AZIMUTH 185 DEG 09 MIN.
 BS1549
 BS1549                          STATION RECOVERY (1955)
 BS1549
 BS1549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BS1549'STATION TIPPED OVER AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1821 ***********************************************************************
 EE1821  DESIGNATION -  ADAIRSVILLE ATT MICROWAVE
 EE1821  PID         -  EE1821
 EE1821  STATE/COUNTY-  GA/BARTOW
 EE1821  USGS QUAD   -  ADAIRSVILLE (1972)
 EE1821
 EE1821                         *CURRENT SURVEY CONTROL
 EE1821  ___________________________________________________________________
 EE1821* NAD 83(1994)-  34 19 03.92883(N)    084 53 57.15357(W)     ADJUSTED  
 EE1821* NAVD 88     -                                                        
 EE1821  ___________________________________________________________________
 EE1821  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EE1821  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 EE1821
 EE1821  HORZ ORDER  -  THIRD
 EE1821
 EE1821.The horizontal coordinates were established by classical geodetic methods
 EE1821.and adjusted by the National Geodetic Survey in September 1997..
 EE1821
 EE1821
 EE1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1821
 EE1821.The geoid height was determined by GEOID03.
 EE1821
 EE1821;                    North         East     Units Scale Factor Converg.
 EE1821;SPC GA W     -   478,990.536   632,583.304   MT  0.99995601   -0 24 46.8
 EE1821;SPC GA W     - 1,571,488.12  2,075,400.39   sFT  0.99995601   -0 24 46.8
 EE1821;UTM  16      - 3,799,387.638   693,294.011   MT  1.00006057   +1 11 05.1
 EE1821
 EE1821                          SUPERSEDED SURVEY CONTROL
 EE1821
 EE1821  NAD 83(1994)-  34 19 03.93318(N)    084 53 57.15614(W) AD(       ) 4
 EE1821  NAD 83(1986)-  34 19 03.93437(N)    084 53 57.15511(W) AD(       ) 4
 EE1821  NAD 27      -  34 19 03.60493(N)    084 53 57.36352(W) AD(       ) 3
 EE1821
 EE1821.Superseded values are not recommended for survey control.
 EE1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1821.See file dsdata.txt to determine how the superseded data were derived.
 EE1821
 EE1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9329499388(NAD 83)
 EE1821_MARKER: 45 = MICROWAVE TOWER
 EE1821
 EE1821  HISTORY     - Date     Condition        Report By
 EE1821  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1821
 EE1821                          STATION DESCRIPTION
 EE1821
 EE1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1821'THE STATION IS THE TOP AND CENTER OF A FOUR LEGGED, SKELETON
 EE1821'STEEL, TOWER, WITH EIGHT LARGE FAN SHAPED ANTENNAS ON TOP.  IT IS
 EE1821'PAINTED ALTERNATELY RED AND WHITE AND IS 162 FEET HIGH.  THE
 EE1821'MICROWAVE IS OWNED BY AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 EE1821'
 EE1821'IT IS LOCATED ABOUT 4 MILES SOUTHEAST OF ADAIRSVILLE AND 400
 EE1821'FEET WEST OF U.S. HIGHWAY 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1824 ***********************************************************************
 EE1824  DESIGNATION -  ADAIRSVILLE KUHLMAN MILL TANK
 EE1824  PID         -  EE1824
 EE1824  STATE/COUNTY-  GA/BARTOW
 EE1824  USGS QUAD   -  ADAIRSVILLE (1972)
 EE1824
 EE1824                         *CURRENT SURVEY CONTROL
 EE1824  ___________________________________________________________________
 EE1824* NAD 83(1994)-  34 22 21.52767(N)    084 55 51.85506(W)     ADJUSTED  
 EE1824* NAVD 88     -                                                        
 EE1824  ___________________________________________________________________
 EE1824  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EE1824  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EE1824
 EE1824  HORZ ORDER  -  THIRD
 EE1824
 EE1824.The horizontal coordinates were established by classical geodetic methods
 EE1824.and adjusted by the National Geodetic Survey in September 1997..
 EE1824
 EE1824
 EE1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1824
 EE1824.The geoid height was determined by GEOID03.
 EE1824
 EE1824;                    North         East     Units Scale Factor Converg.
 EE1824;SPC GA W     -   485,100.437   629,696.820   MT  0.99996090   -0 25 53.7
 EE1824;SPC GA W     - 1,591,533.68  2,065,930.32   sFT  0.99996090   -0 25 53.7
 EE1824;UTM  16      - 3,805,415.193   690,237.881   MT  1.00004611   +1 10 06.3
 EE1824
 EE1824                          SUPERSEDED SURVEY CONTROL
 EE1824
 EE1824  NAD 83(1994)-  34 22 21.53195(N)    084 55 51.85811(W) AD(       ) 4
 EE1824  NAD 83(1986)-  34 22 21.53310(N)    084 55 51.85717(W) AD(       ) 4
 EE1824  NAD 27      -  34 22 21.20895(N)    084 55 52.06304(W) AD(       ) 3
 EE1824
 EE1824.Superseded values are not recommended for survey control.
 EE1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1824.See file dsdata.txt to determine how the superseded data were derived.
 EE1824
 EE1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9023805415(NAD 83)
 EE1824_MARKER: 53 = ELEVATED TANK
 EE1824
 EE1824  HISTORY     - Date     Condition        Report By
 EE1824  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1824
 EE1824                          STATION DESCRIPTION
 EE1824
 EE1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1824'THE STATION IS THE BALL ON TOP AND CENTER OF A WATER TANK, THAT
 EE1824'HAS A CYLINDRICAL BODY, DOME SHAPE TOP AND HEMISPHERICAL
 EE1824'BOTTOM.  IT IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS
 EE1824'SILVER IN COLOR WITH KUHLMAN CHENILLE WAYNE RUG MILL ON TANK IN
 EE1824'BLACK.  THE TANK IS 100 FEET HIGH AND IS OWNED BY KUHLMAN
 EE1824'CHENILLE WAYNE RUG MILL.
 EE1824'
 EE1824'IT IS LOCATED IN ADAIRSVILLE, 0.2 MILE SOUTH OF THE JUNCTION OF
 EE1824'STATE HWY. 140 AND U.S. HWY. 41, 53 FEET WEST OF WEST SIDE OF
 EE1824'PLANT BUILDING AND 53 FEET NORTH OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0506 ***********************************************************************
 CK0506  DESIGNATION -  ADAM=G 48
 CK0506  PID         -  CK0506
 CK0506  STATE/COUNTY-  GA/BULLOCH
 CK0506  USGS QUAD   -  EDEN (1976)
 CK0506
 CK0506                         *CURRENT SURVEY CONTROL
 CK0506  ___________________________________________________________________
 CK0506* NAD 83(1994)-  32 14 26.57634(N)    081 27 05.65741(W)     ADJUSTED  
 CK0506* NAVD 88     -        23.039  (meters)      75.59   (feet)  ADJUSTED  
 CK0506  ___________________________________________________________________
 CK0506  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK0506  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 CK0506  DYNAMIC HT  -          23.013 (meters)      75.50  (feet)  COMP
 CK0506  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CK0506
 CK0506  HORZ ORDER  -  FIRST
 CK0506  VERT ORDER  -  FIRST     CLASS II
 CK0506
 CK0506.The horizontal coordinates were established by classical geodetic methods
 CK0506.and adjusted by the National Geodetic Survey in September 1997..
 CK0506
 CK0506.The orthometric height was determined by differential leveling
 CK0506.and adjusted by the National Geodetic Survey in June 1991..
 CK0506
 CK0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0506
 CK0506.The geoid height was determined by GEOID03.
 CK0506
 CK0506.The dynamic height is computed by dividing the NAVD 88
 CK0506.geopotential number by the normal gravity value computed on the
 CK0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0506.degrees latitude (g = 980.6199 gals.).
 CK0506
 CK0506.The modeled gravity was interpolated from observed gravity values.
 CK0506
 CK0506;                    North         East     Units Scale Factor Converg.
 CK0506;SPC GA E     -   248,631.242   267,388.476   MT  0.99995598   +0 22 53.4
 CK0506;SPC GA E     -   815,717.67    877,257.03   sFT  0.99995598   +0 22 53.4
 CK0506;UTM  17      - 3,567,207.150   457,458.279   MT  0.99962232   -0 14 27.3
 CK0506
 CK0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0506!SPC GA E     -   1.00000119  x   0.99995598  =   0.99995717
 CK0506!UTM  17      -   1.00000119  x   0.99962232  =   0.99962351
 CK0506
 CK0506|---------------------------------------------------------------------|
 CK0506| PID    Reference Object                     Distance      Geod. Az  |
 CK0506|                                                           dddmmss.s |
 CK0506| CK4442 ADAM RM                              14.511 METERS 22241     |
 CK0506| CK0510 CANDY=E 48                          APPROX. 4.8 KM 3324234.5 |
 CK0506|---------------------------------------------------------------------|
 CK0506
 CK0506                          SUPERSEDED SURVEY CONTROL
 CK0506
 CK0506  NAD 83(1986)-  32 14 26.59016(N)    081 27 05.66191(W) AD(       ) 1
 CK0506  NAD 83(1986)-  32 14 26.65210(N)    081 27 05.62287(W) AD(       ) 1
 CK0506  NAD 27      -  32 14 25.91200(N)    081 27 06.24100(W) AD(       ) 1
 CK0506  NGVD 29 (??/??/92)   23.284  (m)           76.39   (f) ADJ UNCH    1 2
 CK0506
 CK0506.Superseded values are not recommended for survey control.
 CK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0506.See file dsdata.txt to determine how the superseded data were derived.
 CK0506
 CK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5745867207(NAD 83)
 CK0506_MARKER: DS = TRIANGULATION STATION DISK
 CK0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0506
 CK0506  HISTORY     - Date     Condition        Report By
 CK0506  HISTORY     - 1918     MONUMENTED       CGS
 CK0506  HISTORY     - 1935     GOOD             CGS
 CK0506  HISTORY     - 1950     MARK NOT FOUND   CGS
 CK0506
 CK0506                          STATION DESCRIPTION
 CK0506
 CK0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CK0506'ABOUT 0.7 MILE NORTHWEST OF ELDORA, ALONG THE OLD ABANDONED
 CK0506'SAVANNAH AND STATESBORO RAILWAY, 0.3 MILE NORTHWEST OF A
 CK0506'RAILROAD CURVE, 200 YARD NORTHEAST OF A CHURCH ACROSS TRACKS,
 CK0506'80 YARDS SOUTHEAST OF CABIN ACROSS TRACKS, 9 FEET EAST OF
 CK0506'CENTER LINE OF RAILROAD BED.  REFERENCE MARK = F-48
 CK0506'IS 14.511 METERS (47.61 FEET) FROM STATION IN GRID
 CK0506'AZIMUTH 42 DEG 19 MIN.
 CK0506
 CK0506                          STATION RECOVERY (1950)
 CK0506
 CK0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0506'THE ORIGINAL DESCRIPTION AND THE CHANGED CONDITIONS DO NOT
 CK0506'PERMIT A DEFINITE POINT LOCATION.  IT APPEARS THAT THE STATION
 CK0506'MARK MAY HAVE BEEN REMOVED BY ROAD GRADING MACHINERY.  NO
 CK0506'EVIDENCE OF THE STATION MARK COULD BE FOUND.  THE UPPER
 CK0506'ONE-THIRD OF THE REFERENCE MONUMENT WAS FOUND 10 OR 20 FEET
 CK0506'NE OF THE DESCRIBED (AS MORE OR LESS SURMISED BY THE SEARCHER)
 CK0506'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1826 ***********************************************************************
 DF1826  DESIGNATION -  ADAMS
 DF1826  PID         -  DF1826
 DF1826  STATE/COUNTY-  GA/WILKES
 DF1826  USGS QUAD   -  TIGNALL (1955)
 DF1826
 DF1826                         *CURRENT SURVEY CONTROL
 DF1826  ___________________________________________________________________
 DF1826* NAD 83(1994)-  33 45 17.96315(N)    082 37 47.98602(W)     ADJUSTED  
 DF1826* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 DF1826  ___________________________________________________________________
 DF1826  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DF1826  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF1826
 DF1826  HORZ ORDER  -  FIRST
 DF1826
 DF1826.The horizontal coordinates were established by classical geodetic methods
 DF1826.and adjusted by the National Geodetic Survey in September 1997..
 DF1826
 DF1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1826
 DF1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1826
 DF1826.The geoid height was determined by GEOID03.
 DF1826
 DF1826;                    North         East     Units Scale Factor Converg.
 DF1826;SPC GA E     -   416,426.262   157,077.018   MT  0.99992271   -0 15 26.8
 DF1826;SPC GA E     - 1,366,225.16    515,343.52   sFT  0.99992271   -0 15 26.8
 DF1826;UTM  17      - 3,736,183.645   349,034.748   MT  0.99988096   -0 54 21.1
 DF1826
 DF1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1826!SPC GA E     -   0.99997661  x   0.99992271  =   0.99989932
 DF1826!UTM  17      -   0.99997661  x   0.99988096  =   0.99985757
 DF1826
 DF1826|---------------------------------------------------------------------|
 DF1826| PID    Reference Object                     Distance      Geod. Az  |
 DF1826|                                                           dddmmss.s |
 DF1826| DF2812 ADAMS RM 1                           24.272 METERS 04804     |
 DF1826| DF1853 HUDSON                              APPROX. 8.3 KM 1000140.2 |
 DF1826| DF1824 BM 1 RHP USGS 1976                  299.091 METERS 12420     |
 DF1826| DF1825 BM 1 RHP PTA USGS 1976              286.019 METERS 12716     |
 DF1826| DF1886 WASHINGTON RAD STA WLOV MAST        APPROX. 8.6 KM 2542253.4 |
 DF1826| DF1888 WASHINGTON MUN SPIPE                APPROX. 9.8 KM 2590702.3 |
 DF1826| DF1835 WASHINGTON GA FORESTRY MAST         APPROX.10.6 KM 2751459.3 |
 DF1826| DF2813 ADAMS RM 2                           18.963 METERS 28936     |
 DF1826|---------------------------------------------------------------------|
 DF1826
 DF1826                          SUPERSEDED SURVEY CONTROL
 DF1826
 DF1826  NAD 83(1986)-  33 45 17.96932(N)    082 37 47.98311(W) AD(       ) 1
 DF1826  NAD 27      -  33 45 17.50868(N)    082 37 48.49463(W) AD(       ) 1
 DF1826  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 DF1826
 DF1826.Superseded values are not recommended for survey control.
 DF1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1826.See file dsdata.txt to determine how the superseded data were derived.
 DF1826
 DF1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4903536184(NAD 83)
 DF1826_MARKER: DS = TRIANGULATION STATION DISK
 DF1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1826
 DF1826  HISTORY     - Date     Condition        Report By
 DF1826  HISTORY     - 1976     MONUMENTED       NGS
 DF1826
 DF1826                          STATION DESCRIPTION
 DF1826
 DF1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1826'NO MEASUREMENT BETWEEN RMS DUE TO FENCE AND TREES ON LINE.
 DF1826'
 DF1826'THE STATION IS LOCATED 9-1/2 MILES WEST-SOUTHWEST OF LINCOLNTON,
 DF1826'6-1/2 MILES EAST-NORTHEAST OF WASHINGTON, 2 MILES WEST-SOUTHWEST
 DF1826'OF METASVILLE AND ON PROPERTY OWNED BY THOMAS WHEATLY.
 DF1826'
 DF1826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 378, 78
 DF1826'AND STATE HIGHWAYS 47, 17 AND 10 AT THE SOUTHEAST SIDE OF
 DF1826'WASHINGTON, GO EAST ON U.S. HIGHWAY 378 AND STATE HIGHWAY 47 FOR
 DF1826'1.1 MILES TO A PAVED SIDE ROAD LEFT, COUNTY ROAD 9904.  TURN LEFT
 DF1826'AND GO EAST-NORTHEAST ON THE ROAD FOR 4.75 MILES TO A PAVED SIDE
 DF1826'ROAD RIGHT, BENCH MARK IN THE SOUTHWEST ANGLE AND A WIRE GATE ON
 DF1826'THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO NORTHWEST
 DF1826'ACROSS PASTURE FOR 0.2 MILE TO THE HIGHEST POINT OF HILL AND
 DF1826'STATION.
 DF1826'
 DF1826'STATION MARKS ARE STANDARD DISKS STAMPED ADAMS 1976.  THE SURFACE
 DF1826'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1826'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET SOUTHWEST
 DF1826'OF A WITNESS POST, 63 FEET EAST-SOUTHEAST OF A WITNESS POST, 36
 DF1826'FEET SOUTH-SOUTHEAST OF A FENCE AND 30 FEET SOUTH OF A 6-INCH
 DF1826'PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 DF1826'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF1826'
 DF1826'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAMS NO 1 1976, IS
 DF1826'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1826'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 DF1826'EAST-NORTHEAST OF THE 6-INCH PINE TREE, 44 FEET WEST-SOUTHWEST OF
 DF1826'A 6-INCH PINE TREE, 1.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST
 DF1826'AND 0.8 FOOT SOUTH-SOUTHEAST OF THE FENCE.
 DF1826'
 DF1826'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAMS NO 2 1976, IS
 DF1826'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1826'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 18.5 FEET EAST
 DF1826'OF A 4-INCH PINE TREE, 16 FEET WEST OF A 4-INCH PINE TREE, 1.3
 DF1826'FEET SOUTH OF A WITNESS POST AND 0.6 FOOT SOUTH OF THE FENCE.
 DF1826'
 DF1826'BM 572 1 RHP IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 DF1826'572 1 RHP 1952, IS SET IN THE TOP OF A 5-INCH SQUARE CONCRETE
 DF1826'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DF1826'69 FEET WEST-SOUTHWEST OF A T-ROAD JUNCTION, 32 FEET WEST OF A
 DF1826'FENCE, 11 FEET SOUTH OF A WITNESS POST AND 2.5 FEET
 DF1826'WEST-NORTHWEST OF A UTILITY POLE.
 DF1826'
 DF1826'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1046 ***********************************************************************
 BR1046  DESIGNATION -  ADAMS
 BR1046  PID         -  BR1046
 BR1046  STATE/COUNTY-  GA/CHATHAM
 BR1046  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1046
 BR1046                         *CURRENT SURVEY CONTROL
 BR1046  ___________________________________________________________________
 BR1046* NAD 83(1994)-  31 53 19.54790(N)    081 03 03.39625(W)     ADJUSTED  
 BR1046* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BR1046  ___________________________________________________________________
 BR1046  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 BR1046  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 BR1046
 BR1046  HORZ ORDER  -  SECOND
 BR1046
 BR1046.The horizontal coordinates were established by classical geodetic methods
 BR1046.and adjusted by the National Geodetic Survey in September 1997..
 BR1046
 BR1046.The orthometric height was scaled from a topographic map.
 BR1046
 BR1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1046
 BR1046.The geoid height was determined by GEOID03.
 BR1046
 BR1046;                    North         East     Units Scale Factor Converg.
 BR1046;SPC GA E     -   209,926.452   305,547.696   MT  1.00003735   +0 35 22.1
 BR1046;SPC GA E     -   688,733.70  1,002,451.07   sFT  1.00003735   +0 35 22.1
 BR1046;UTM  17      - 3,528,107.185   495,182.323   MT  0.99960029   -0 01 36.9
 BR1046
 BR1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1046!SPC GA E     -   1.00000431  x   1.00003735  =   1.00004166
 BR1046!UTM  17      -   1.00000431  x   0.99960029  =   0.99960460
 BR1046
 BR1046|---------------------------------------------------------------------|
 BR1046| PID    Reference Object                     Distance      Geod. Az  |
 BR1046|                                                           dddmmss.s |
 BR1046| BR1649 NAIL IN OAK                                        00938     |
 BR1046| BR1647 ADAMS RM 1                           37.147 METERS 07321     |
 BR1046| BR1648 ADAMS RM 2                           35.460 METERS 16354     |
 BR1046| BR1058 KEY                                 APPROX. 4.2 KM 2203929.9 |
 BR1046|---------------------------------------------------------------------|
 BR1046
 BR1046                          SUPERSEDED SURVEY CONTROL
 BR1046
 BR1046  NAD 83(1986)-  31 53 19.56325(N)    081 03 03.41176(W) AD(       ) 2
 BR1046  NAD 27      -  31 53 18.77400(N)    081 03 04.03400(W) AD(       ) 2
 BR1046
 BR1046.Superseded values are not recommended for survey control.
 BR1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1046.See file dsdata.txt to determine how the superseded data were derived.
 BR1046
 BR1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9518228107(NAD 83)
 BR1046_MARKER: DS = TRIANGULATION STATION DISK
 BR1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1046
 BR1046  HISTORY     - Date     Condition        Report By
 BR1046  HISTORY     - 1932     MONUMENTED       CGS
 BR1046  HISTORY     - 1934     GOOD             CGS
 BR1046  HISTORY     - 1974     GOOD             NGS
 BR1046  HISTORY     - 19950515 GOOD             USPSQD
 BR1046  HISTORY     - 19960429 GOOD             USPSQD
 BR1046
 BR1046                          STATION DESCRIPTION
 BR1046
 BR1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CMD)
 BR1046'ON THE S END OF SKIDAWAY ID. AND ON ADAMS CREEK ABOUT 1500 M.
 BR1046'UP THE CREEK FROM ITS OUTLET INTO VERNON RIVER, OR ABOUT HALFWAY
 BR1046'BETWEEN THE FIRST AND SECOND PRONOUNCED BENDS IN THE CREEK
 BR1046'UPSTREAM FROM ITS OUTLET.  THE STATION IS IN A SMALL OPENING
 BR1046'IN THE TIMBER AND DIRECTLY INSHORE FROM THE POINT OF THE TIMBER
 BR1046'LINE WHICH IS NEAREST TO THE BANK OF THE CREEK IN THIS LOCALITY.
 BR1046'R.M. 2 IS ON THIS POINT OF TREES.  STATION IS 65 M. OFF THE
 BR1046'BANK OF THE CREEK, 10 M. E OF THE TIMBER LINE IN THE OPENING.
 BR1046'THE STATION MARK IS A STANDARD DISC (STAMPED ADAMS 1932) IN A
 BR1046'12 IN X 12 IN BLOCK OF CONCRETE FLUSH WITH GROUND.
 BR1046'
 BR1046'R.M. 1 IS A STANDARD DISC (STAMPED ADAMS NO. 1, 1932) IN A
 BR1046'12 IN X 12 IN BLOCK OF CONCRETE, 6 IN ABOVE GROUND, AND IS IN THE
 BR1046'OPENING IN THE TIMBER AND 12 M. BACK OF THE MARSH LINE.  AN
 BR1046'18 IN PALMETTO STANDS 6.5 M. NNE OF THE MARK.
 BR1046'
 BR1046'R.M. 2, A STANDARD DISC (STAMPED ADAMS NO. 2, 1932) IN A 12 IN
 BR1046'X 12 IN BLOCK OF CONCRETE, IS 30 M. OFF THE CREEK BANK.  THE
 BR1046'STATION MAY BE REACHED ONLY BY BOAT FROM ADAMS CREEK.
 BR1046
 BR1046                          STATION RECOVERY (1934)
 BR1046
 BR1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1046'RECOVERED.
 BR1046
 BR1046                          STATION RECOVERY (1974)
 BR1046
 BR1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1046'STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE
 BR1046'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BR1046
 BR1046                          STATION RECOVERY (1995)
 BR1046
 BR1046'RECOVERY NOTE BY US POWER SQUADRON 1995
 BR1046'RECOVERED IN GOOD CONDITION.
 BR1046
 BR1046                          STATION RECOVERY (1996)
 BR1046
 BR1046'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2465 ***********************************************************************
 CL2465  DESIGNATION -  ADAMS
 CL2465  PID         -  CL2465
 CL2465  STATE/COUNTY-  GA/BLECKLEY
 CL2465  USGS QUAD   -  WESTLAKE (1974)
 CL2465
 CL2465                         *CURRENT SURVEY CONTROL
 CL2465  ___________________________________________________________________
 CL2465* NAD 83(1994)-  32 23 37.35576(N)    083 29 35.38377(W)     ADJUSTED  
 CL2465* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 CL2465  ___________________________________________________________________
 CL2465  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 CL2465  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CL2465
 CL2465  HORZ ORDER  -  SECOND
 CL2465
 CL2465.The horizontal coordinates were established by classical geodetic methods
 CL2465.and adjusted by the National Geodetic Survey in September 1997..
 CL2465
 CL2465.The orthometric height was scaled from a topographic map.
 CL2465
 CL2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2465
 CL2465.The geoid height was determined by GEOID03.
 CL2465
 CL2465;                    North         East     Units Scale Factor Converg.
 CL2465;SPC GA W     -   265,570.612   763,362.398   MT  0.99994949   +0 21 39.0
 CL2465;SPC GA W     -   871,292.92  2,504,464.80   sFT  0.99994949   +0 21 39.0
 CL2465;UTM  17      - 3,586,811.347   265,487.582   MT  1.00027824   -1 20 10.6
 CL2465
 CL2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2465!SPC GA W     -   0.99998609  x   0.99994949  =   0.99993558
 CL2465!UTM  17      -   0.99998609  x   1.00027824  =   1.00026433
 CL2465
 CL2465|---------------------------------------------------------------------|
 CL2465| PID    Reference Object                     Distance      Geod. Az  |
 CL2465|                                                           dddmmss.s |
 CL2465| CL2982 ADAMS RM 1                                         04603     |
 CL2465| CL2981 ADAMS AZ MK                                        0904746.3 |
 CL2465| CL2983 ADAMS RM 2                                         17826     |
 CL2465| CL2467 CHANDLER                            APPROX.13.8 KM 1832152.9 |
 CL2465|---------------------------------------------------------------------|
 CL2465
 CL2465                          SUPERSEDED SURVEY CONTROL
 CL2465
 CL2465  NAD 83(1986)-  32 23 37.35908(N)    083 29 35.38038(W) AD(       ) 2
 CL2465  NAD 27      -  32 23 36.80500(N)    083 29 35.73300(W) AD(       ) 2
 CL2465
 CL2465.Superseded values are not recommended for survey control.
 CL2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2465.See file dsdata.txt to determine how the superseded data were derived.
 CL2465
 CL2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR6548886811(NAD 83)
 CL2465_MARKER: DS = TRIANGULATION STATION DISK
 CL2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2465
 CL2465  HISTORY     - Date     Condition        Report By
 CL2465  HISTORY     - 1935     MONUMENTED       CGS
 CL2465  HISTORY     - 1975     MARK NOT FOUND   USGS
 CL2465  HISTORY     - 1976     MARK NOT FOUND   NGS
 CL2465
 CL2465                          STATION DESCRIPTION
 CL2465
 CL2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2465'ABOUT 8 MILES WEST OF COCHRAN, ABOUT 7 MILES NORTH OF HAWKINSVILLE,
 CL2465'ON HIGHEST POINT OF HILL COVERED WITH SCRUB PINE AND DEAD PEACH
 CL2465'TREES AND ON PROPERTY BELONGING TO C.B. ADAMS.  TO REACH FROM
 CL2465'COURTHOUSE AT HAWKINSVILLE, GO NORTHEAST ON STATE HIGHWAY 26 FOR
 CL2465'0.85 MILE TO GRAVEL FORK JUST AFTER CROSSING BRIDGE.  TAKE LEFT
 CL2465'FORK FOR 0.15 MILE AND TURN LEFT ACROSS RAILROAD TRACK (DOWN GRADE)
 CL2465'FOR 2.1 MILES TO FORK.  TAKE LEFT FORK FOR 2.3 MILES TO FORK.  TAKE
 CL2465'LEFT FORK FOR 1.6 MILES TO FORK.  TAKE RIGHT FORK ON MAIN ROAD FOR
 CL2465'1.4 MILES TO FORK.  TAKE LEFT FORK FOR 100 FEET AND TURN LEFT THROUGH
 CL2465'GATE ON FARM ROAD FOR 0.7 MILE TO HOUSE (ON LEFT).  CROSS FRONT
 CL2465'YARD AND TAKE ROAD TO LEFT OF HOUSE THROUGH CULTIVATED FIELD FOR
 CL2465'0.35 MILE TO SMALL CABIN ON RIGHT.  BEAR RIGHT ABOUT 70 FEET BEYOND
 CL2465'CABIN AND CONTINUE FOR 0.45 MILE TO DIM CROSS ROAD.  CONTINUE
 CL2465'STRAIGHT AHEAD (ON MOST TRAVELED ROAD) FOR 0.6 MILE TO FENCE ACROSS
 CL2465'ROAD AT WEST EDGE OF WOODS. LAY FENCE FLAT ON GROUND AND DRIVE
 CL2465'THROUGH.  TURN LEFT FOR ABOUT 30 YARDS (AZIMUTH ON LEFT).  TURN RIGHT
 CL2465'UP HILL FOLLOWING OLD ROAD FOR ABOUT 20 YARDS TO DIM Y.  CONTINUE
 CL2465'STRAIGHT AHEAD (LEFT) FOR 0.25 MILE TO BOTTOM OF DRAW AND T-ROAD
 CL2465'LEFT.  CONTINUE STRAIGHT AHEAD FOLLOWING NORTH EDGE OF WOODS AND
 CL2465'SOUTH EDGE OF OLD PEACH ORCHARD FOR 0.3 MILE TO TRIANGULAR-BLAZED
 CL2465'12-INCH PINE TREE ON LEFT AND STATION ABOUT 80 YARDS ON RIGHT.
 CL2465'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CL2465'UPPER MARK PROJECTS ABOUT 4 INCHES.  REFERENCE AND AZIMUTH
 CL2465'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE
 CL2465'MARK NO. 1 PROJECTS ABOUT 12 INCHES, IS ABOUT 3 FEET LOWER THAN
 CL2465'STATION MARK IN SAME FIELD AND 118.64 FEET (SLOPE) NORTHEAST OF
 CL2465'STATION N 46 DEG 04 MIN E.  NO. 2 PROJECTS ABOUT 5 INCHES,
 CL2465'IS 27 YARDS NORTH OF CENTER LINE OF DIM ROAD, ABOUT 4 FEET LOWER
 CL2465'THAN STATION AND 137.69 FEET (SLOPE) SOUTH OF STATION S 1 DEG 34
 CL2465'MIN E.  AZIMUTH MARK PROJECTS ABOUT 4 INCHES, IS ABOUT 30 YARDS
 CL2465'SOUTH OF INTERSECTION OF FENCE LINE AND ROAD, 18 FEET NORTH OF
 CL2465'FENCE CORNER AND 0.5 MILES EAST OF STATION S 89 DEG 12 MIN E.
 CL2465
 CL2465                          STATION RECOVERY (1975)
 CL2465
 CL2465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (RWH)
 CL2465'NOT FOUND.
 CL2465'
 CL2465'AREA APPEARS TO HAVE BEEN TIMBERED.  COMPLETELY BRUSHED OVER.
 CL2465'
 CL2465'NO EVIDENCE OF DESTRUCTION, UNABLE TO LOCATE.
 CL2465'
 CL2465'AZIMUTH MARK FOUND DESTROYED.
 CL2465
 CL2465                          STATION RECOVERY (1976)
 CL2465
 CL2465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CL2465'AZIMUTH MARK WAS RECOVERED LYING ON ITS SIDE AND THE DISK WAS
 CL2465'RECLAIMED AT THIS TIME.  A 3 HOUR SEARCH WAS MADE, BUT THE STATION
 CL2465'MARK AND REFERENCE MARKS WERE NOT RECOVERED AT THIS TIME.  THE
 CL2465'STATION IS ON PROPERTY OF THE GEORGIA KRAFT COMPANY WHO HAS
 CL2465'CRUSHED THE ENTIRE AREA AND PUT AREA IN A PINE TREE PLANT.  THE
 CL2465'TO REACH IS NOT ADEQUATE TO REACH STATION SITE.  A NEW TO REACH
 CL2465'FOLLOWS.
 CL2465'
 CL2465'TO REACH THE STATION FROM THE PULASKI-BLECKLEY COUNTY LINE ON
 CL2465'STATE HIGHWAY 126 ABOUT 5 MILES NORTH OF HAWKINSVILLE, GO
 CL2465'NORTH-NORTHEAST ON STATE HIGHWAY 126 FOR 1.4 MILES TO A FORK.  KEEP
 CL2465'LEFT AND GO NORTH ON COUNTY ROAD S 52371 FOR 1.75 MILES TO
 CL2465'CROSSROAD.  TURN LEFT AND GO WEST ON DYKES PARK ROAD FOR 0.15
 CL2465'MILE TO DAVIS DRIVE ON LEFT.  TURN LEFT AND GO SOUTHWEST ON DAVIS
 CL2465'DRIVE FOR 1.15 MILES TO A HOUSE AND END OF ROAD.  TURN RIGHT AND
 CL2465'GO NORTHWEST AND THEN SOUTHWEST ON FIELD ROAD ALONG THE
 CL2465'NORTHWEST SIDE OF FENCE FOR 1.05 MILE TO A GATE AT ENTRANCE TO
 CL2465'HEAVY WOODED AREA.  CONTINUE NORTHWESTERLY ON WOODS ROAD
 CL2465'FOR 0.2 MILE TO THE AZIMUTH MARK ON RIGHT.  FROM HERE IN A
 CL2465'SOUTHWEST DIRECTION PACK UP HILL FOR 0.5 MILE TO HIGHEST PART
 CL2465'OF HILL AND STATION SITE.
 CL2465'
 CL2465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL2465'7 MILES NORTH OF HAWKINSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2013 ***********************************************************************
 BT2013  DESIGNATION -  ADAMS
 BT2013  PID         -  BT2013
 BT2013  STATE/COUNTY-  GA/CALHOUN
 BT2013  USGS QUAD   -  MORGAN (1973)
 BT2013
 BT2013                         *CURRENT SURVEY CONTROL
 BT2013  ___________________________________________________________________
 BT2013* NAD 83(1994)-  31 35 29.00673(N)    084 31 15.41654(W)     ADJUSTED  
 BT2013* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 BT2013  ___________________________________________________________________
 BT2013  X           -     519,227.716 (meters)                     COMP
 BT2013  Y           -  -5,413,130.649 (meters)                     COMP
 BT2013  Z           -   3,321,950.687 (meters)                     COMP
 BT2013  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BT2013  ELLIP HEIGHT-          53.13  (meters)          (09/03/97) GPS OBS
 BT2013  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BT2013
 BT2013  HORZ ORDER  -  FIRST
 BT2013  ELLP ORDER  -  FOURTH    CLASS II
 BT2013
 BT2013.The horizontal coordinates were established by classical geodetic methods
 BT2013.and adjusted by the National Geodetic Survey in September 1997..
 BT2013
 BT2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2013
 BT2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2013
 BT2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2013
 BT2013.The ellipsoidal height was determined by GPS observations
 BT2013.and is referenced to NAD 83.
 BT2013
 BT2013.The geoid height was determined by GEOID03.
 BT2013
 BT2013;                    North         East     Units Scale Factor Converg.
 BT2013;SPC GA W     -   176,467.930   666,378.399   MT  0.99991394   -0 11 08.1
 BT2013;SPC GA W     -   578,961.87  2,186,276.46   sFT  0.99991394   -0 11 08.1
 BT2013;UTM  16      - 3,497,812.748   735,225.459   MT  1.00028248   +1 17 57.4
 BT2013
 BT2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2013!SPC GA W     -   0.99999166  x   0.99991394  =   0.99990560
 BT2013!UTM  16      -   0.99999166  x   1.00028248  =   1.00027414
 BT2013
 BT2013|---------------------------------------------------------------------|
 BT2013| PID    Reference Object                     Distance      Geod. Az  |
 BT2013|                                                           dddmmss.s |
 BT2013| CY7996 ADAMS RM 1                           27.918 METERS 06822     |
 BT2013| CY7998 ADAMS RM 3                                         0795846.5 |
 BT2013| BT2012 LEARY LOT                           APPROX. 7.9 KM 1730925.1 |
 BT2013| BT1891 LEARY HARVEYS PEANUT CO TANK        APPROX.11.9 KM 1755621.8 |
 BT2013| BT1893 LEARY MUN TANK                      APPROX.11.6 KM 1761646.3 |
 BT2013| BT2022 EDISON LOT                          APPROX.20.0 KM 2601511.9 |
 BT2013| BT2021 EDISON MUN TANK                     APPROX.20.9 KM 2602208.5 |
 BT2013| BT2018 EDISON OIL CO TALLEST TANK          APPROX.20.9 KM 2615345.9 |
 BT2013| CY7997 ADAMS RM 2                           25.920 METERS 27855     |
 BT2013|---------------------------------------------------------------------|
 BT2013
 BT2013                          SUPERSEDED SURVEY CONTROL
 BT2013
 BT2013  NAD 83(1994)-  31 35 29.01346(N)    084 31 15.41989(W) AD(       ) 1
 BT2013  NAD 83(1986)-  31 35 29.01353(N)    084 31 15.41984(W) AD(       ) 1
 BT2013  NAD 27      -  31 35 28.39845(N)    084 31 15.72451(W) AD(       ) 1
 BT2013  NGVD 29 (07/19/86)   79.7    (m)          261.     (f) VERT ANG       
 BT2013
 BT2013.Superseded values are not recommended for survey control.
 BT2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2013.See file dsdata.txt to determine how the superseded data were derived.
 BT2013
 BT2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3522597813(NAD 83)
 BT2013_MARKER: DD = SURVEY DISK
 BT2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2013_SP_SET: CONCRETE POST
 BT2013_STAMPING: ADAMS 1973
 BT2013_MARK LOGO: NGS   
 BT2013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2013+STABILITY: SURFACE MOTION
 BT2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2013+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1988
 BT2013
 BT2013  HISTORY     - Date     Condition        Report By
 BT2013  HISTORY     - 1973     MONUMENTED       NGS
 BT2013  HISTORY     - 1973     GOOD             NGS
 BT2013  HISTORY     - 19880701 GOOD             HOBBS
 BT2013
 BT2013                          STATION DESCRIPTION
 BT2013
 BT2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT2013'RM 1 TO RM 2 OBSTRUCTED BY POWER LINE POLES.
 BT2013'
 BT2013'THE STATION IS ABOUT 7-1/2 MILES SOUTH AND 5 MILES WEST OF HEROD,
 BT2013'7-1/2 MILES NORTH OF LEARY AND 3 MILES WEST OF THE JUNCTION OF
 BT2013'STATE HIGHWAYS 234 AND 55, ON PROPERTY OWNED BY T.L. ADAMS,
 BT2013'TELEPHONE NUMBER 849-3371.
 BT2013'
 BT2013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 234 AND
 BT2013'55, ABOUT 12 MILES SOUTH OF DAWSON, GO WEST ON HIGHWAY 234 FOR
 BT2013'2.3 MILES TO A PAVED SIDE ROAD LEFT.  CONTINUE WEST ON HIGHWAY
 BT2013'234 FOR 0.35 MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE WEST
 BT2013'ON HIGHWAY 234 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 BT2013'
 BT2013'STATION MARKS ARE STANDARD DISKS, STAMPED ADAMS 1973.  THE SURFACE
 BT2013'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BT2013'THAT IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 95.3 FEET
 BT2013'WEST-SOUTHWEST OF A WITNESS POST, 85.0 FEET EAST-SOUTHEAST OF THE
 BT2013'WEST-SOUTH GATE POST OF A GATE, 72.5 FEET SOUTH OF THE CENTER OF
 BT2013'STATE HIGHWAY 234, 27.4 FEET SOUTHWEST OF A POWER LINE POLE AND
 BT2013'22.5 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 BT2013'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 BT2013'
 BT2013'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1973, SET
 BT2013'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BT2013'6 INCHES ABOVE THE GROUND.  IT IS 50.5 FEET SOUTH OF THE CENTER
 BT2013'OF HIGHWAY 34, 35.4 FEET EAST OF THE POWER LINE POLE, 4.0 FEET
 BT2013'NORTH OF THE WITNESS POST, 1.0 FOOT NORTH OF THE FENCE AND ABOUT
 BT2013'2 FEET HIGHER THAN THE STATION.
 BT2013'
 BT2013'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1973, SET
 BT2013'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BT2013'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 50.0 FEET SOUTH OF THE
 BT2013'CENTER OF HIGHWAY 234, 8.0 FEET WEST OF THE CENTER OF A FIELD
 BT2013'ENTRANCE ROAD, 1.0 FOOT NORTH OF THE WEST GATE POST OF THE GATE
 BT2013'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 BT2013'
 BT2013'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ADAMS NO 3 1973, SET
 BT2013'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 BT2013'1 INCH ABOVE THE GROUND.  IT IS 50.0 FEET NORTH OF THE CENTER OF
 BT2013'HIGHWAY 234, 39.0 FEET SOUTH OF THE CENTER OF A POWER LINE
 BT2013'RIGHT-OF-WAY AND 2.0 FEET NORTH OF A WITNESS POST.  THIS MARK
 BT2013'WILL SERVE AS THE AZIMUTH MARK.
 BT2013'
 BT2013'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 BT2013
 BT2013                          STATION RECOVERY (1973)
 BT2013
 BT2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT2013'RECOVERED IN GOOD CONDITION.
 BT2013
 BT2013                          STATION RECOVERY (1988)
 BT2013
 BT2013'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 BT2013'STATION IS US COAST AND GEODETIC SURVEY MONUMENT RECOVERED IN WESTERN
 BT2013'DOUGHERTY COUNTY, GEORGIA.
 BT2013'TO REACH STATION FROM JUNCTION OF HIGHWAY 55 AND GILLIONVILLE
 BT2013'ROAD---HIGHWAY 234---GO WEST ALONG HWY 234 FOR 2.6 MI (4.18 KM) TO
 BT2013'STATION ON SOUTH SIDE OF HWY 234, ABOUT 75 FT (22.86 M) FROM
 BT2013'CENTERLINE OF HWY 234 AND 22.5 FT (6.86 M) SOUTH OF A BARBED WIRE
 BT2013'FENCE, 57.7 FT (17.59 M) SOUTHWEST OF A POWER POLE, 88.6 FT
 BT2013'(27.01 M) SOUTHWEST OF WESTERNMOST OF TWO GATE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3200 ***********************************************************************
 DG3200  DESIGNATION -  ADAMS
 DG3200  PID         -  DG3200
 DG3200  STATE/COUNTY-  GA/FULTON
 DG3200  USGS QUAD   -  MABLETON (1992)
 DG3200
 DG3200                         *CURRENT SURVEY CONTROL
 DG3200  ___________________________________________________________________
 DG3200* NAD 83(1994)-  33 45 03.67688(N)    084 30 21.52682(W)     ADJUSTED  
 DG3200* NAVD 88     -       295.83   (+/-2cm)     970.6    (feet)  VERTCON   
 DG3200  ___________________________________________________________________
 DG3200  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DG3200  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG3200
 DG3200  HORZ ORDER  -  FIRST
 DG3200  VERT ORDER  -  THIRD ? (See Below)
 DG3200
 DG3200.The horizontal coordinates were established by classical geodetic methods
 DG3200.and adjusted by the National Geodetic Survey in September 1997..
 DG3200
 DG3200.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3200.The vertical order pertains to the NGVD 29 superseded value.
 DG3200
 DG3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3200
 DG3200.The geoid height was determined by GEOID03.
 DG3200
 DG3200;                    North         East     Units Scale Factor Converg.
 DG3200;SPC GA W     -   415,941.421   668,564.552   MT  0.99991218   -0 11 18.7
 DG3200;SPC GA W     - 1,364,634.48  2,193,448.87   sFT  0.99991218   -0 11 18.7
 DG3200;UTM  16      - 3,737,344.775   731,015.293   MT  1.00025797   +1 23 10.5
 DG3200
 DG3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3200!SPC GA W     -   0.99995819  x   0.99991218  =   0.99987038
 DG3200!UTM  16      -   0.99995819  x   1.00025797  =   1.00021615
 DG3200
 DG3200|---------------------------------------------------------------------|
 DG3200| PID    Reference Object                     Distance      Geod. Az  |
 DG3200|                                                           dddmmss.s |
 DG3200| CZ2716 ADAMS RM 2                                         01721     |
 DG3200| CZ2715 ADAMS RM 1                                         26913     |
 DG3200|---------------------------------------------------------------------|
 DG3200
 DG3200                          SUPERSEDED SURVEY CONTROL
 DG3200
 DG3200  NAD 83(1994)-  33 45 03.68236(N)    084 30 21.52647(W) AD(       ) 1
 DG3200  NAD 83(1986)-  33 45 03.68233(N)    084 30 21.52641(W) AD(       ) 1
 DG3200  NAD 27      -  33 45 03.29700(N)    084 30 21.77500(W) AD(       ) 1
 DG3200  NGVD 29 (07/19/86)  295.76   (m)          970.3    (f) LEVELING    3  
 DG3200
 DG3200.Superseded values are not recommended for survey control.
 DG3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3200.See file dsdata.txt to determine how the superseded data were derived.
 DG3200
 DG3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3101537345(NAD 83)
 DG3200_MARKER: DS = TRIANGULATION STATION DISK
 DG3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3200
 DG3200  HISTORY     - Date     Condition        Report By
 DG3200  HISTORY     - 1927     MONUMENTED       CGS
 DG3200  HISTORY     - 1953     MARK NOT FOUND   CGS
 DG3200
 DG3200                          STATION DESCRIPTION
 DG3200
 DG3200'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG3200'STATION IS ABOUT 1/2 MILE S OF ADAMSVILLE ON A HILL ABOUT
 DG3200'250 FEET E OF FAIRBURN ROAD AND ABOUT 400 FEET W OF MC DONALD
 DG3200'ROAD.
 DG3200'
 DG3200'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG3200'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG3200'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG3200'MARK IS ABOUT 800 FEET N FROM INTERSECTION OF FAIRBURN AND
 DG3200'MC DONALD ROADS, ON THE PROPERTY OF J.W. WHITEFIELD.
 DG3200'
 DG3200'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 DG3200'CYLINDERS.
 DG3200'
 DG3200'TO REACH STATION FROM WESTVIEW CEMETERY GO OUT GORDON STREET
 DG3200'4.0 MILES TO ADAMSVILLE, TURN LEFT ON FAIRBURN ROAD AND GO 0.5
 DG3200'MILE.  MARK IS ON LEFT-HAND SIDE OF ROAD ON HIGHEST POINT OF
 DG3200'LAND.
 DG3200'
 DG3200'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 FEET.
 DG3200
 DG3200                          STATION RECOVERY (1953)
 DG3200
 DG3200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG3200'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 DG3200'FOUND.  THERE IS EVIDENCE OF A HOUSE HAVING BEEN BUILT AND
 DG3200'TORN DOWN ON THE TOP OF THE HILL, SINCE THE STATION WAS
 DG3200'ESTABLISHED.  IT IS BELIEVED THAT THE STATION AND REFERENCE
 DG3200'MARKS WERE DESTROYED DURING THE CONSTRUCTION OF THIS HOUSE.
 DG3200'MRS. J.W. WHITEFIELD WAS CONTACTED TO POINT OUT THE HILL ON
 DG3200'WHICH THE STATION HAD BEEN ESTABLISHED.  MR. J.W. WHITEFIELD
 DG3200'WAS THE OWNER OF THE PROPERTY IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3118 ***********************************************************************
 DG3118  DESIGNATION -  ADAMS COWETA
 DG3118  PID         -  DG3118
 DG3118  STATE/COUNTY-  GA/COWETA
 DG3118  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3118
 DG3118                         *CURRENT SURVEY CONTROL
 DG3118  ___________________________________________________________________
 DG3118* NAD 83(1994)-  33 27 38.13212(N)    084 49 51.41828(W)     ADJUSTED  
 DG3118* NAVD 88     -       279.1    (meters)     916.     (feet)  VERTCON   
 DG3118  ___________________________________________________________________
 DG3118  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG3118  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3118
 DG3118  HORZ ORDER  -  FIRST
 DG3118
 DG3118.The horizontal coordinates were established by classical geodetic methods
 DG3118.and adjusted by the National Geodetic Survey in September 1997..
 DG3118
 DG3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3118
 DG3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3118
 DG3118.The geoid height was determined by GEOID03.
 DG3118
 DG3118;                    North         East     Units Scale Factor Converg.
 DG3118;SPC GA W     -   383,877.269   638,250.821   MT  0.99994699   -0 21 58.6
 DG3118;SPC GA W     - 1,259,437.34  2,093,994.57   sFT  0.99994699   -0 21 58.6
 DG3118;UTM  16      - 3,704,454.568   701,583.335   MT  1.00010101   +1 11 46.8
 DG3118
 DG3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3118!SPC GA W     -   0.99996077  x   0.99994699  =   0.99990776
 DG3118!UTM  16      -   0.99996077  x   1.00010101  =   1.00006178
 DG3118
 DG3118:                Primary Azimuth Mark                     Grid Az
 DG3118:SPC GA W     -  ADAMS COWETA AZ MK                       093 35 48.7
 DG3118:UTM  16      -  ADAMS COWETA AZ MK                       092 02 03.3
 DG3118
 DG3118|---------------------------------------------------------------------|
 DG3118| PID    Reference Object                     Distance      Geod. Az  |
 DG3118|                                                           dddmmss.s |
 DG3118| CZ2717 ADAMS COWETA AZ MK                                 0931350.1 |
 DG3118| CZ2719 ADAMS COWETA RM 2                    21.418 METERS 18259     |
 DG3118| CZ2718 ADAMS COWETA RM 1                    21.773 METERS 30916     |
 DG3118|---------------------------------------------------------------------|
 DG3118
 DG3118                          SUPERSEDED SURVEY CONTROL
 DG3118
 DG3118  NAD 83(1994)-  33 27 38.13604(N)    084 49 51.41830(W) AD(       ) 1
 DG3118  NAD 83(1986)-  33 27 38.13770(N)    084 49 51.41633(W) AD(       ) 1
 DG3118  NAD 27      -  33 27 37.72672(N)    084 49 51.64347(W) AD(       ) 1
 DG3118  NGVD 29 (07/19/86)  279.1    (m)          916.     (f) VERT ANG       
 DG3118
 DG3118.Superseded values are not recommended for survey control.
 DG3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3118.See file dsdata.txt to determine how the superseded data were derived.
 DG3118
 DG3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0158304455(NAD 83)
 DG3118_MARKER: DS = TRIANGULATION STATION DISK
 DG3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3118
 DG3118  HISTORY     - Date     Condition        Report By
 DG3118  HISTORY     - 1973     MONUMENTED       NGS
 DG3118
 DG3118                          STATION DESCRIPTION
 DG3118
 DG3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3118'NO MEASUREMENT BETWEEN RMS DUE TO TERRAIN AND LUMBER PILED ON
 DG3118'LINE.
 DG3118'
 DG3118'THE STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF PALMETTO,
 DG3118'6 MILES NORTH OF NEWNAN, 2.5 MILES SOUTH OF ROSCOE AND ON PROPERTY
 DG3118'OWNED BY MR. DORRIS ADAMS WHO LIVES AT THE STATION SITE.  HIS
 DG3118'TELEPHONE NUMBER IS 253-8676.
 DG3118'
 DG3118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 DG3118'STATE HIGHWAY 70 ON THE NORTHWEST SIDE OF NEWNAN, GO NORTH ON
 DG3118'HIGHWAY 70 FOR 3.65 MILES TO A CROSSROAD.  CONTINUE AHEAD, NORTH,
 DG3118'ON THE HIGHWAY FOR 1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DG3118'GO WEST ON WALT CARMICAL ROAD FOR 0.05 MILE TO REFERENCE MARK 3
 DG3118'ON THE LEFT.  CONTINUE AHEAD, WEST, ON THE ROAD FOR 0.25 MILE TO
 DG3118'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON THE
 DG3118'DRIVEWAY, PASSING TO THE EAST OF MR. ADAMS HOUSE, FOR 0.15
 DG3118'MILE TO THE SOUTH END OF A GARDEN, A WOODS LINE AND THE
 DG3118'STATION.
 DG3118'
 DG3118'STATION MARKS ARE STANDARD DISKS STAMPED ADAMS 1973.  THE
 DG3118'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3118'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 73
 DG3118'FEET SOUTHEAST OF A METAL WITNESS POST, 71 FEET NORTHWEST OF A
 DG3118'METAL WITNESS POST AND 28 FEET WEST-NORTHWEST OF THE CENTER OF A
 DG3118'TRACK ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DG3118'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DG3118'
 DG3118'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAMS NO 1 1973, IS
 DG3118'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3118'IS FLUSH WITH THE GROUND SURFACE.  IT IS 6.3 FEET SOUTHEAST OF A
 DG3118'10-INCH OAK TREE, 1.4 FEET EAST OF THE METAL WITNESS POST AND
 DG3118'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 DG3118'
 DG3118'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAMS NO 2 1973, IS
 DG3118'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3118'IS FLUSH WITH THE GROUND SURFACE.  IT IS 36.3 FEET SOUTH OF THE
 DG3118'CENTER OF THE TRACK ROAD, 17.9 FEET EAST OF A FENCE LINE, 2 FEET
 DG3118'EAST OF THE METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN THE
 DG3118'STATION MARK.
 DG3118'
 DG3118'REFERENCE MARK 3, A STANDARD DISK STAMPED ADAMS NO 3 1973, IS
 DG3118'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3118'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.2 FEET
 DG3118'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 1.7 FEET WEST OF A
 DG3118'METAL WITNESS POST AND 1.2 FEET NORTH OF A FENCE LINE.
 DG3118'
 DG3118'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1463 ***********************************************************************
 CL1463  DESIGNATION -  ADAMS=T 18
 CL1463  PID         -  CL1463
 CL1463  STATE/COUNTY-  GA/TWIGGS
 CL1463  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL1463
 CL1463                         *CURRENT SURVEY CONTROL
 CL1463  ___________________________________________________________________
 CL1463* NAD 83(1994)-  32 35 43.22585(N)    083 31 12.75156(W)     ADJUSTED  
 CL1463* NAVD 88     -        78.817  (meters)     258.59   (feet)  POSTED    
 CL1463  ___________________________________________________________________
 CL1463  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CL1463  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CL1463  DYNAMIC HT  -          78.730 (meters)     258.30  (feet)  COMP
 CL1463  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CL1463
 CL1463  HORZ ORDER  -  FIRST
 CL1463  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CL1463
 CL1463.The horizontal coordinates were established by classical geodetic methods
 CL1463.and adjusted by the National Geodetic Survey in September 1997..
 CL1463
 CL1463.The orthometric height was determined by differential leveling
 CL1463.and adjusted by the National Geodetic Survey in 1992..
 CL1463.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CL1463.rate of 4.1 thru 8.0 mm/km.
 CL1463
 CL1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1463
 CL1463.The geoid height was determined by GEOID03.
 CL1463
 CL1463.The dynamic height is computed by dividing the NAVD 88
 CL1463.geopotential number by the normal gravity value computed on the
 CL1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1463.degrees latitude (g = 980.6199 gals.).
 CL1463
 CL1463.The modeled gravity was interpolated from observed gravity values.
 CL1463
 CL1463;                    North         East     Units Scale Factor Converg.
 CL1463;SPC GA W     -   287,913.203   760,682.315   MT  0.99994539   +0 20 53.7
 CL1463;SPC GA W     -   944,595.23  2,495,671.90   sFT  0.99994539   +0 20 53.7
 CL1463;UTM  17      - 3,609,231.222   263,471.534   MT  1.00028992   -1 21 29.8
 CL1463
 CL1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1463!SPC GA W     -   0.99999189  x   0.99994539  =   0.99993729
 CL1463!UTM  17      -   0.99999189  x   1.00028992  =   1.00028181
 CL1463
 CL1463:                Primary Azimuth Mark                     Grid Az
 CL1463:SPC GA W     -  WHITE=P 18                               177 29 25.8
 CL1463:UTM  17      -  WHITE=P 18                               179 11 49.3
 CL1463
 CL1463|---------------------------------------------------------------------|
 CL1463| PID    Reference Object                     Distance      Geod. Az  |
 CL1463|                                                           dddmmss.s |
 CL1463| CL0874 WHITE=P 18                          APPROX. 4.3 KM 1775019.5 |
 CL1463| CY7778 ADAMS RM                                           26610     |
 CL1463|---------------------------------------------------------------------|
 CL1463
 CL1463                          SUPERSEDED SURVEY CONTROL
 CL1463
 CL1463  NAD 83(1986)-  32 35 43.22894(N)    083 31 12.75220(W) AD(       ) 1
 CL1463  NAD 27      -  32 35 42.70200(N)    083 31 13.10400(W) AD(       ) 1
 CL1463
 CL1463.Superseded values are not recommended for survey control.
 CL1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1463.See file dsdata.txt to determine how the superseded data were derived.
 CL1463
 CL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6347209231(NAD 83)
 CL1463_MARKER: DS = TRIANGULATION STATION DISK
 CL1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1463
 CL1463  HISTORY     - Date     Condition        Report By
 CL1463  HISTORY     - 1917     MONUMENTED       CGS
 CL1463  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1463  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1463
 CL1463                          STATION DESCRIPTION
 CL1463
 CL1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1463'ABOUT 1-1/2 MILES NORTH OF ADAMS PARK, ON RIGHT SIDE OF SOUTHERN
 CL1463'RAILWAY TRACK, 30-1/2 RAILS NORTH OF MILEPOST 259 ON EXTENSION
 CL1463'OF SOUTH TANGENT OF WEST RAIL, AND 4.60 METERS (15.1 FEET)
 CL1463'FROM RAIL.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 CL1463'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE
 CL1463'MARK IS LARGE NAIL IN SQUARE CONCRETE POST, 15.98 METERS
 CL1463'(52.4 FEET) FROM STATION IN GRID AZIMUTH 85 DEG 49 MIN.
 CL1463'STATION MARK DESTROYED.
 CL1463
 CL1463                          STATION RECOVERY (1954)
 CL1463
 CL1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL1463'THE MARK WAS NOT FOUND AT THIS DATE.  IT WAS REPORTED DESTROYED
 CL1463'IN 1935.  A DEEP DITCH HAS BEEN DUG ALONG THE TRACKS DESTROYING
 CL1463'THE MARK.  THE REFERENCE MARK WAS NOT FOUND AT THIS DATE.
 CL1463'
 CL1463'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1365 ***********************************************************************
 BS1365  DESIGNATION -  ADEL ALUMINUM MUNICIPAL TANK
 BS1365  PID         -  BS1365
 BS1365  STATE/COUNTY-  GA/COOK
 BS1365  USGS QUAD   -  ADEL (1973)
 BS1365
 BS1365                         *CURRENT SURVEY CONTROL
 BS1365  ___________________________________________________________________
 BS1365* NAD 83(1994)-  31 08 16.46213(N)    083 25 33.57656(W)     ADJUSTED  
 BS1365* NAVD 88     -                                                        
 BS1365  ___________________________________________________________________
 BS1365  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BS1365  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BS1365
 BS1365  HORZ ORDER  -  THIRD
 BS1365
 BS1365.The horizontal coordinates were established by classical geodetic methods
 BS1365.and adjusted by the National Geodetic Survey in September 1997..
 BS1365
 BS1365
 BS1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1365
 BS1365.The geoid height was determined by GEOID03.
 BS1365
 BS1365;                    North         East     Units Scale Factor Converg.
 BS1365;SPC GA W     -   126,374.129   770,629.301   MT  0.99996151   +0 22 58.9
 BS1365;SPC GA W     -   414,612.45  2,528,306.30   sFT  0.99996151   +0 22 58.9
 BS1365;UTM  17      - 3,447,418.623   268,701.531   MT  1.00025995   -1 15 18.1
 BS1365
 BS1365                          SUPERSEDED SURVEY CONTROL
 BS1365
 BS1365  NAD 83(1986)-  31 08 16.45956(N)    083 25 33.58196(W) AD(       ) 4
 BS1365  NAD 27      -  31 08 15.78700(N)    083 25 34.01400(W) AD(       ) 3
 BS1365
 BS1365.Superseded values are not recommended for survey control.
 BS1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1365.See file dsdata.txt to determine how the superseded data were derived.
 BS1365
 BS1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6870247419(NAD 83)
 BS1365_MARKER: 51 = TANK
 BS1365
 BS1365  HISTORY     - Date     Condition        Report By
 BS1365  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1365
 BS1365                          STATION DESCRIPTION
 BS1365
 BS1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1365'CENTER OF BALL ON TOP OF ALUMINUM MUNICIPAL WATER TANK AT ADEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1366 ***********************************************************************
 BS1366  DESIGNATION -  ADEL MAGNETIC
 BS1366  PID         -  BS1366
 BS1366  STATE/COUNTY-  GA/COOK
 BS1366  USGS QUAD   -  ADEL (1973)
 BS1366
 BS1366                         *CURRENT SURVEY CONTROL
 BS1366  ___________________________________________________________________
 BS1366* NAD 83(1994)-  31 07 53.46632(N)    083 25 07.50050(W)     ADJUSTED  
 BS1366* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BS1366  ___________________________________________________________________
 BS1366  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BS1366  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BS1366
 BS1366  HORZ ORDER  -  THIRD
 BS1366
 BS1366.The horizontal coordinates were established by classical geodetic methods
 BS1366.and adjusted by the National Geodetic Survey in September 1997..
 BS1366
 BS1366.The orthometric height was scaled from a topographic map.
 BS1366
 BS1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1366
 BS1366.The geoid height was determined by GEOID03.
 BS1366
 BS1366;                    North         East     Units Scale Factor Converg.
 BS1366;SPC GA W     -   125,670.593   771,324.813   MT  0.99996273   +0 23 12.1
 BS1366;SPC GA W     -   412,304.27  2,530,588.16   sFT  0.99996273   +0 23 12.1
 BS1366;UTM  17      - 3,446,695.281   269,376.849   MT  1.00025610   -1 15 03.8
 BS1366
 BS1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1366!SPC GA W     -   0.99999145  x   0.99996273  =   0.99995418
 BS1366!UTM  17      -   0.99999145  x   1.00025610  =   1.00024755
 BS1366
 BS1366|---------------------------------------------------------------------|
 BS1366| PID    Reference Object                     Distance      Geod. Az  |
 BS1366|                                                           dddmmss.s |
 BS1366| CW3260 ADEL MAGNETIC RM 1                   40.843 METERS 12516     |
 BS1366| CW3261 ADEL MAGNETIC RM 2                   42.562 METERS 23600     |
 BS1366| CW3259 ADEL MAGNETIC AZ MK                                2485920.8 |
 BS1366| BS1365 ADEL ALUMINUM MUNICIPAL TANK        APPROX. 1.0 KM 3154255.2 |
 BS1366|---------------------------------------------------------------------|
 BS1366
 BS1366                          SUPERSEDED SURVEY CONTROL
 BS1366
 BS1366  NAD 83(1986)-  31 07 53.46382(N)    083 25 07.50599(W) AD(       ) 3
 BS1366  NAD 27      -  31 07 52.79000(N)    083 25 07.93900(W) AD(       ) 3
 BS1366
 BS1366.Superseded values are not recommended for survey control.
 BS1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1366.See file dsdata.txt to determine how the superseded data were derived.
 BS1366
 BS1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6937746695(NAD 83)
 BS1366_MARKER: DM = MAGNETIC STATION DISK
 BS1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1366
 BS1366  HISTORY     - Date     Condition        Report By
 BS1366  HISTORY     - 1935     MONUMENTED       CGS
 BS1366  HISTORY     - 1943     GOOD             CGS
 BS1366  HISTORY     - 1970     MARK NOT FOUND   NGS
 BS1366  HISTORY     - 1976     MARK NOT FOUND   NGS
 BS1366
 BS1366                          STATION DESCRIPTION
 BS1366
 BS1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1366'AT ADEL, ON SOUTH GROUNDS OF ADEL INSTITUTE (NOW ADEL GRADED
 BS1366'SCHOOL), FRONTING HOME OF F.O. HOLMES AND 63 FEET NORTH OF CENTER
 BS1366'LINE OF 9TH STREET.  STATION IS A STANDARD MAGNETIC STATION DISK SET
 BS1366'IN 6-INCH SQUARE BLOCK OF CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 BS1366'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS
 BS1366'66 FEET SOUTH AND DIRECTLY ACROSS STREET FROM POWER-LINE POLE, 38
 BS1366'FEET SOUTH OF CENTER LINE OF 9TH STREET AND 134 FEET SOUTHEAST OF
 BS1366'STATION S 54 DEG 44 MIN E.  NO. 2 IS 21 FEET NORTH OF CENTER
 BS1366'LINE OF 9TH STREET AND 139.64 FEET SOUTHWEST OF STATION S 56 DEG
 BS1366'00 MIN W. AZIMUTH MARK IS ON WEST SIDE OF SCHOOL GROUNDS, 42
 BS1366'FEET NORTH OF CENTER LINE OF STATION S 68 DEG 59 MIN W.
 BS1366'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--O.F.
 BS1366'HOLMES RESIDENCE, EAST GABLE, 350 FEET, N 87 DEG 12 MIN W.
 BS1366'ADEL, ALUM. MUNICIPAL TANK, FINIAL, (SEE DESCRIPTION
 BS1366'THEREOF) 1.0 MILE, N 44 DEG 17 MIN W.  SOUTHWEST CORNER
 BS1366'OF SCHOOL BUILDING, 270 FEET, N 33 DEG 39 MIN W.  SOUTHEAST
 BS1366'CORNER OF SCHOOL BUILDING, 265 FEET, N 8 DEG 42 MIN W.
 BS1366
 BS1366                          STATION RECOVERY (1943)
 BS1366
 BS1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (NBA)
 BS1366'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION IS
 BS1366'ADEQUATE.
 BS1366
 BS1366                          STATION RECOVERY (1970)
 BS1366
 BS1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BS1366'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE SEARCHED FOR
 BS1366'BUT NOT RECOVERED.  REFERENCE MARK NO 1 RECOVERED IN GOOD
 BS1366'CONDITION.  A NEW SCHOOL BUILDING HAS BEEN BUILT NEAR THE STATION
 BS1366'SITE AND ABOUT 3 FEET OF DIRT FILL WAS PUT ON THE SCHOOL YARD.
 BS1366'
 BS1366'IT WAS LEARNED FROM RESIDENTS LIVING NEAR THE SCHOOL, THAT THE
 BS1366'STATION SURFACE MARK WAS DESTROYED DURING THE CONSTRUCTION OF THE NEW
 BS1366'SCHOOL.
 BS1366'
 BS1366'REFERENCE MARK NO. 2 APPEARS TO HAVE BEEN DESTROYED BY ROAD
 BS1366'IMPROVEMENTS.
 BS1366'
 BS1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADEL.
 BS1366
 BS1366                          STATION RECOVERY (1976)
 BS1366
 BS1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BS1366'STATION MARK NOT FOUND.  A 3 HOUR SEARCH WAS MADE USING THE DISTANCE
 BS1366'AND DIRECTION FROM REFERENCE MARK 1.  PROBING THAT AREA AND DIGGING
 BS1366'A 3 FEET AREA, 3 FEET DEEP WAS DUG IN HOPES TO RECOVER THE STATION
 BS1366'MARK.  REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE APPARENTLY BEEN
 BS1366'DESTROYED DURING CONSTRUCTION CHANGES IN THE AREA.  THE ORIGINAL
 BS1366'ADEL INSTITUTE WHICH WAS LATER A GRADE SCHOOL BURNED DOWN IN 1953.
 BS1366'A NEW SCHOOL BUILDING HAS BEEN BUILT.  REFERENCE MARK 1 WAS
 BS1366'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 IS
 BS1366'DESCRIBED BELOW.
 BS1366'
 BS1366'REFERENCE MARK 1, A STANDARD DISK STAMPED ADEL NO 1 1935, IS SET IN
 BS1366'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH
 BS1366'THE GROUND.  IT IS 135 FEET WEST OF THE CENTER OF SOUTH GORDON
 BS1366'AVENUE, 20 FEET SOUTH OF THE SOUTH CURB OF EAST 9TH STREET, 16.5 FEET
 BS1366'WEST OF THE CENTER OF AN 28-INCH PINE TREE, 12.5 FEET NORTHWEST OF
 BS1366'THE NORTH ENTRANCE TO HOUSE 600 ON SOUTH GORDON STREET AND ON
 BS1366'PROPERTY OF MR.  ROY PATTEN WHO OCCUPIES THE HOUSE.
 BS1366'
 BS1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADEL, IN
 BS1366'SOUTHEAST SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2787 ***********************************************************************
 CL2787  DESIGNATION -  ADELHEID
 CL2787  PID         -  CL2787
 CL2787  STATE/COUNTY-  GA/TATTNALL
 CL2787  USGS QUAD   -  METTER SE (1985)
 CL2787
 CL2787                         *CURRENT SURVEY CONTROL
 CL2787  ___________________________________________________________________
 CL2787* NAD 83(1994)-  32 17 07.34939(N)    082 04 07.35780(W)     ADJUSTED  
 CL2787* NAVD 88     -        73.27   (+/-2cm)     240.4    (feet)  VERTCON   
 CL2787  ___________________________________________________________________
 CL2787  X           -     744,743.215 (meters)                     COMP
 CL2787  Y           -  -5,345,630.324 (meters)                     COMP
 CL2787  Z           -   3,387,249.416 (meters)                     COMP
 CL2787  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CL2787  ELLIP HEIGHT-          43.73  (meters)          (09/03/97) GPS OBS
 CL2787  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CL2787
 CL2787  HORZ ORDER  -  FIRST
 CL2787  VERT ORDER  -  THIRD (See Below)
 CL2787  ELLP ORDER  -  FOURTH    CLASS II
 CL2787
 CL2787.The horizontal coordinates were established by GPS observations
 CL2787.and adjusted by the National Geodetic Survey in September 1997..
 CL2787
 CL2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2787.The vertical order pertains to the NGVD 29 superseded value.
 CL2787
 CL2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2787
 CL2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2787
 CL2787.The ellipsoidal height was determined by GPS observations
 CL2787.and is referenced to NAD 83.
 CL2787
 CL2787.The geoid height was determined by GEOID03.
 CL2787
 CL2787;                    North         East     Units Scale Factor Converg.
 CL2787;SPC GA E     -   253,362.929   209,226.481   MT  0.99990105   +0 03 08.4
 CL2787;SPC GA E     -   831,241.54    686,437.21   sFT  0.99990105   +0 03 08.4
 CL2787;UTM  17      - 3,572,569.397   399,365.965   MT  0.99972489   -0 34 15.2
 CL2787
 CL2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2787!SPC GA E     -   0.99999313  x   0.99990105  =   0.99989418
 CL2787!UTM  17      -   0.99999313  x   0.99972489  =   0.99971803
 CL2787
 CL2787:                Primary Azimuth Mark                     Grid Az
 CL2787:SPC GA E     -  ADELHEID AZ MK                           001 15 42.0
 CL2787:UTM  17      -  ADELHEID AZ MK                           001 53 05.6
 CL2787
 CL2787|---------------------------------------------------------------------|
 CL2787| PID    Reference Object                     Distance      Geod. Az  |
 CL2787|                                                           dddmmss.s |
 CL2787| CL2915 ADELHEID AZ MK                      APPROX. 1.3 KM 0011850.4 |
 CL2787| CL2908 304 F RESET                          34.063 METERS 07153     |
 CL2787|---------------------------------------------------------------------|
 CL2787
 CL2787                          SUPERSEDED SURVEY CONTROL
 CL2787
 CL2787  NAD 83(1986)-  32 17 07.34993(N)    082 04 07.35290(W) AD(       ) 1
 CL2787  NGVD 29 (12/08/88)   73.47   (m)          241.0    (f) LEVELING    3  
 CL2787
 CL2787.Superseded values are not recommended for survey control.
 CL2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2787.See file dsdata.txt to determine how the superseded data were derived.
 CL2787
 CL2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9936672569(NAD 83)
 CL2787_MARKER: DD = SURVEY DISK
 CL2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2787+STABILITY: SURFACE MOTION
 CL2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2787+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1986
 CL2787
 CL2787  HISTORY     - Date     Condition        Report By
 CL2787  HISTORY     - 1985     MONUMENTED       GADT
 CL2787  HISTORY     - 19861030 GOOD
 CL2787
 CL2787                          STATION DESCRIPTION
 CL2787
 CL2787'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2787'THE STATION IS LOCATED ABOUT 0.19 KM (0.12 MI)
 CL2787'SOUTH OF THE CANDLER COUNTY LINE AND
 CL2787'6.4 KM (4.0 MI) EAST OF COBBTOWN AT THE JUNCTION OF COUNTY PAVED
 CL2787'ROADS 67 AND 471.
 CL2787'OWNERSHIP--COUNTY RIGHT OF WAY
 CL2787'
 CL2787'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2787'AND 152 WITH COUNTRY PAVED ROAD 471 IN COBBTOWN, GO EAST ON THE
 CL2787'COUNTY ROAD FOR 0.8 KM (0.5 MI) TO WHERE THE COUNTY ROAD BEARS
 CL2787'RIGHT.  BEAR RIGHT FOR 4.7 KM (2.9 MI) TO A PECAN ORCHARD.
 CL2787'CONTINUE AHEAD FOR 1.8 KM (1.1 MI) TO THE CROSSING OF COUNTY ROAD 67
 CL2787'AND THE STATION IN THE NORTHWEST QUADRANT NEAR THE MAILBOX OF A RED
 CL2787'BRICK HOUSE.
 CL2787'
 CL2787'THE STATION IS A STANDARD GADT DISK
 CL2787'STAMPED---ADELHEID 1985---,
 CL2787'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2787'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2787'19.2 METERS (63.0 FT) EAST-SOUTHEAST FROM A 1.5 METER CEDAR TREE,
 CL2787'14.5 METERS (47.5 FT) WEST FROM THE CENTER OF COUNTY ROAD 67,
 CL2787'9.9 METERS (32.5 FT) NORTH FROM THE CENTER OF COUNTY ROAD 471,
 CL2787'7.6 METERS (25.0 FT) EAST-NORTHEAST FROM A PIPE CULVERT UNDER A
 CL2787'CIRCLE DRIVE FOR THE MAIL BOX AND,
 CL2787'1.46 METERS (4.8 FT) WEST FROM A METAL WITNESS POST.
 CL2787'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2787'STAMPED---ADELHEID 1985---,
 CL2787'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2787'
 CL2787'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2787'STAMPED---ADELHEID 1985 AZ MK---,
 CL2787'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2787'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2787'26.5 METERS (87.0 FT) NORTHWEST FROM A POWER POLE,
 CL2787'21.9 METERS (72.0 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 CL2787'18.4 METERS (60.3 FT) WEST FROM THE NORTH EDGE OF THE TOP STEP OF
 CL2787'FRONT PORCH OF THE HOUSE,
 CL2787'13.5 METERS (44.4 FT) EAST FROM THE CENTER OF COUNTY ROAD 203 AND,
 CL2787'1.0 METERS (3.3 FT) SOUTH FROM A METAL WITNESS POST.
 CL2787'TO REACH THE AZIMUTH FROM THE STATION,
 CL2787'GO NORTH FOR 1.3 KM (0.9 MI) ON COUNTY ROAD 67, WHICH BECOMES
 CL2787'CANDLER COUNTY PAVED ROAD 203 TO A JUNCTION WITH COUNTY SAND ROADS
 CL2787'202 AND 205 ON THE RIGHT SOUTH OF A LARGE WHITE HOUSE WHICH IS THE
 CL2787'SITE OF THE STATION.
 CL2787'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2787'STAMPED---ADELHEID 1985 AZ MK---,
 CL2787'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2787'
 CL2787'DESCRIBED BY B. PUTZIGER.
 CL2787
 CL2787                          STATION RECOVERY (1986)
 CL2787
 CL2787'RECOVERED 1986
 CL2787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2915 ***********************************************************************
 CL2915  DESIGNATION -  ADELHEID AZ MK
 CL2915  PID         -  CL2915
 CL2915  STATE/COUNTY-  GA/CANDLER
 CL2915  USGS QUAD   -  METTER SE (1985)
 CL2915
 CL2915                         *CURRENT SURVEY CONTROL
 CL2915  ___________________________________________________________________
 CL2915* NAD 83(1994)-  32 17 49.60723(N)    082 04 06.21660(W)     ADJUSTED  
 CL2915* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL2915  ___________________________________________________________________
 CL2915  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL2915  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CL2915
 CL2915  HORZ ORDER  -  SECOND
 CL2915
 CL2915.The horizontal coordinates were established by classical geodetic methods
 CL2915.and adjusted by the National Geodetic Survey in September 1997..
 CL2915
 CL2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2915
 CL2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2915
 CL2915.The geoid height was determined by GEOID03.
 CL2915
 CL2915;                    North         East     Units Scale Factor Converg.
 CL2915;SPC GA E     -   254,664.508   209,255.147   MT  0.99990106   +0 03 09.0
 CL2915;SPC GA E     -   835,511.81    686,531.26   sFT  0.99990106   +0 03 09.0
 CL2915;UTM  17      - 3,573,870.358   399,408.781   MT  0.99972478   -0 34 15.2
 CL2915
 CL2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2915!SPC GA E     -   0.99999429  x   0.99990106  =   0.99989535
 CL2915!UTM  17      -   0.99999429  x   0.99972478  =   0.99971907
 CL2915
 CL2915                          SUPERSEDED SURVEY CONTROL
 CL2915
 CL2915  NAD 83(1986)-  32 17 49.60774(N)    082 04 06.21042(W) AD(       ) 2
 CL2915  NGVD 29 (06/19/89)   66.     (m)          217.     (f) VERT ANG       
 CL2915
 CL2915.Superseded values are not recommended for survey control.
 CL2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2915.See file dsdata.txt to determine how the superseded data were derived.
 CL2915
 CL2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9940973870(NAD 83)
 CL2915_MARKER: DD = SURVEY DISK
 CL2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2915+STABILITY: SURFACE MOTION
 CL2915
 CL2915  HISTORY     - Date     Condition        Report By
 CL2915  HISTORY     - 1985     MONUMENTED       GADT
 CL2915
 CL2915                          STATION DESCRIPTION
 CL2915
 CL2915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2915'THE STATION IS LOCATED ABOUT 1.2 KM (0.8 MI)
 CL2915'NORTH OF THE TATTNALL COUNTY LINE AND,
 CL2915'6.4 KM (4.0 MI) EAST OF COBBTOWN.
 CL2915'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2915'
 CL2915'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2915'AND 152 WITH COUNTY ROAD 471 IN COBBTOWN, GO EAST ON THE COUNTY
 CL2915'PAVED ROAD FOR 0.8 KM (0.5 MI) TO A POINT WHERE THE COUNTY ROAD
 CL2915'VEERS RIGHT.  BEAR RIGHT FOR 4.7 KM (2.9 MI) TO A PECAN ORCHARD.
 CL2915'CONTINUE AHEAD FOR 1.8 KM (1.1 MI) TO COUNTY PAVED ROAD 67 CROSSING.
 CL2915'TURN LEFT NORTH INTO CANDLE R COUNTY NOW ON COUNTY PAVED ROAD 203,
 CL2915'FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF COUNTY SAND ROADS 202 AND 205
 CL2915'ON THE RIGHT AND THE STATION IN FRONT OF A LARGE WHITE HOUSE JUST
 CL2915'NORTH OF THE SAND ROADS.
 CL2915'
 CL2915'THE STATION IS A STANDARD GADT DISK
 CL2915'STAMPED---ADELHEID 1985 AZ MK---,
 CL2915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2915'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2915'26.5 METERS (87.0 FT) NORTHWEST FROM A POWER POLE,
 CL2915'21.9 METERS (72.0 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 CL2915'18.4 METERS (60.3 FT) WEST FROM THE NORTH EDGE OF THE TOP STEP OF
 CL2915'THE FRONT PORCH OF THE HOUSE,
 CL2915'13.5 METERS (44.4 FT) EAST FROM THE CENTER OF COUNTY ROAD 203 AND,
 CL2915'1.0 METERS (3.3 FT) SOUTH FROM A METAL WITNESS POST.
 CL2915'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2915'STAMPED---ADELHEID 1985 AZ MK---,
 CL2915'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2915'
 CL2915'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2915'
 CL2915'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2251 ***********************************************************************
 CL2251  DESIGNATION -  ADRIAN HOMES TANK
 CL2251  PID         -  CL2251
 CL2251  STATE/COUNTY-  GA/JOHNSON
 CL2251  USGS QUAD   -  ADRIAN (1974)
 CL2251
 CL2251                         *CURRENT SURVEY CONTROL
 CL2251  ___________________________________________________________________
 CL2251* NAD 83(1994)-  32 32 13.78302(N)    082 34 49.22134(W)     ADJUSTED  
 CL2251* NAVD 88     -                                                        
 CL2251  ___________________________________________________________________
 CL2251  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CL2251  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CL2251
 CL2251  HORZ ORDER  -  THIRD
 CL2251
 CL2251.The horizontal coordinates were established by classical geodetic methods
 CL2251.and adjusted by the National Geodetic Survey in September 1997..
 CL2251
 CL2251
 CL2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2251
 CL2251.The geoid height was determined by GEOID03.
 CL2251
 CL2251;                    North         East     Units Scale Factor Converg.
 CL2251;SPC GA E     -   281,353.057   161,144.127   MT  0.99991861   -0 13 21.0
 CL2251;SPC GA E     -   923,072.49    528,687.02   sFT  0.99991861   -0 13 21.0
 CL2251;UTM  17      - 3,601,079.517   351,597.330   MT  0.99987158   -0 51 00.5
 CL2251
 CL2251                          SUPERSEDED SURVEY CONTROL
 CL2251
 CL2251  NAD 83(1986)-  32 32 13.78761(N)    082 34 49.22040(W) AD(       ) 4
 CL2251  NAD 27      -  32 32 13.19340(N)    082 34 49.73895(W) AD(       ) 3
 CL2251
 CL2251.Superseded values are not recommended for survey control.
 CL2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2251.See file dsdata.txt to determine how the superseded data were derived.
 CL2251
 CL2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5159701080(NAD 83)
 CL2251_MARKER: 53 = ELEVATED TANK
 CL2251_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2251
 CL2251  HISTORY     - Date     Condition        Report By
 CL2251  HISTORY     - 1978     FIRST OBSERVED   NGS
 CL2251
 CL2251                          STATION DESCRIPTION
 CL2251
 CL2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL2251'THE STATION IS THE APEX OF VENT OF THE ADRIAN HOMES TANK.  IT
 CL2251'HAS A DOME SHAPED TOP, SILVER IN COLOR WITH ADRIAN HOMES PAINTED
 CL2251'ON THE SIDE, APPROXIMATELY 150 FEET IN HEIGHT WITH FOUR TUBULAR
 CL2251'STEEL LEGS AND IS OWNED BY ADRIAN HOUSING CORPORATION.
 CL2251'
 CL2251'THE STATION IS LOCATED 3/4 MILE EAST-NORTHEAST OF ADRIAN, 0.1 MILE
 CL2251'SOUTHEAST OF HIGHWAY 80, AT THE ADRIAN HOMES PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2252 ***********************************************************************
 CL2252  DESIGNATION -  ADRIAN MUN TANK
 CL2252  PID         -  CL2252
 CL2252  STATE/COUNTY-  GA/EMANUEL
 CL2252  USGS QUAD   -  ADRIAN (1974)
 CL2252
 CL2252                         *CURRENT SURVEY CONTROL
 CL2252  ___________________________________________________________________
 CL2252* NAD 83(1994)-  32 31 50.45012(N)    082 35 26.89895(W)     ADJUSTED  
 CL2252* NAVD 88     -                                                        
 CL2252  ___________________________________________________________________
 CL2252  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CL2252  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CL2252
 CL2252  HORZ ORDER  -  THIRD
 CL2252
 CL2252.The horizontal coordinates were established by classical geodetic methods
 CL2252.and adjusted by the National Geodetic Survey in September 1997..
 CL2252
 CL2252
 CL2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2252
 CL2252.The geoid height was determined by GEOID03.
 CL2252
 CL2252;                    North         East     Units Scale Factor Converg.
 CL2252;SPC GA E     -   280,638.228   160,158.197   MT  0.99991957   -0 13 41.1
 CL2252;SPC GA E     -   920,727.25    525,452.35   sFT  0.99991957   -0 13 41.1
 CL2252;UTM  17      - 3,600,375.563   350,603.675   MT  0.99987523   -0 51 20.2
 CL2252
 CL2252                          SUPERSEDED SURVEY CONTROL
 CL2252
 CL2252  NAD 83(1986)-  32 31 50.45454(N)    082 35 26.89769(W) AD(       ) 4
 CL2252  NAD 27      -  32 31 49.85953(N)    082 35 27.41514(W) AD(       ) 3
 CL2252
 CL2252.Superseded values are not recommended for survey control.
 CL2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2252.See file dsdata.txt to determine how the superseded data were derived.
 CL2252
 CL2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5060400376(NAD 83)
 CL2252_MARKER: 53 = ELEVATED TANK
 CL2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2252
 CL2252  HISTORY     - Date     Condition        Report By
 CL2252  HISTORY     - 1978     FIRST OBSERVED   NGS
 CL2252
 CL2252                          STATION DESCRIPTION
 CL2252
 CL2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL2252'THE STATION IS THE APEX OF VENT OF THE ADRIAN MUNICIPAL WATER
 CL2252'TANK.  IT HAS A CONCIAL SHAPED TOP, METALLIC BLUE IN COLOR WITH
 CL2252'ADRIAN 31002 PAINTED ON THE SIDE, APPROXIMATELY 110 FEET IN
 CL2252'HEIGHT WITH FOUR TRUSS-WORK STEEL LEGS AND OWNED BY THE CITY OF
 CL2252'ADRIAN.
 CL2252'
 CL2252'THE STATION IS LOCATED 0.1 MILE WEST OF THE JUNCTION OF HIGHWAYS
 CL2252'80 AND 15, BEHIND THE CITY HALL IN ADRIAN AND 150 FEET NORTH OF
 CL2252'HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1758 ***********************************************************************
 BR1758  DESIGNATION -  AGRI
 BR1758  PID         -  BR1758
 BR1758  STATE/COUNTY-  GA/CHATHAM
 BR1758  USGS QUAD   -  RICHMOND HILL (1997)
 BR1758
 BR1758                         *CURRENT SURVEY CONTROL
 BR1758  ___________________________________________________________________
 BR1758* NAD 83(1994)-  31 59 45.62128(N)    081 16 13.28572(W)     ADJUSTED  
 BR1758* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 BR1758  ___________________________________________________________________
 BR1758  X           -     821,735.949 (meters)                     COMP
 BR1758  Y           -  -5,351,549.755 (meters)                     COMP
 BR1758  Z           -   3,360,042.395 (meters)                     COMP
 BR1758  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1758  ELLIP HEIGHT-         -25.36  (meters)          (09/03/97) GPS OBS
 BR1758  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 BR1758
 BR1758  HORZ ORDER  -  FIRST
 BR1758  ELLP ORDER  -  FOURTH    CLASS II
 BR1758
 BR1758.The horizontal coordinates were established by classical geodetic methods
 BR1758.and adjusted by the National Geodetic Survey in September 1997..
 BR1758
 BR1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1758
 BR1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1758
 BR1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1758
 BR1758.The ellipsoidal height was determined by GPS observations
 BR1758.and is referenced to NAD 83.
 BR1758
 BR1758.The geoid height was determined by GEOID03.
 BR1758
 BR1758;                    North         East     Units Scale Factor Converg.
 BR1758;SPC GA E     -   221,625.034   284,691.831   MT  0.99998843   +0 28 29.8
 BR1758;SPC GA E     -   727,114.80    934,026.45   sFT  0.99998843   +0 28 29.8
 BR1758;UTM  17      - 3,540,024.904   474,462.174   MT  0.99960804   -0 08 35.7
 BR1758
 BR1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1758!SPC GA E     -   1.00000398  x   0.99998843  =   0.99999241
 BR1758!UTM  17      -   1.00000398  x   0.99960804  =   0.99961202
 BR1758
 BR1758:                Primary Azimuth Mark                     Grid Az
 BR1758:SPC GA E     -  AGRI AZ MK                               083 01 01.1
 BR1758:UTM  17      -  AGRI AZ MK                               083 38 06.6
 BR1758
 BR1758|---------------------------------------------------------------------|
 BR1758| PID    Reference Object                     Distance      Geod. Az  |
 BR1758|                                                           dddmmss.s |
 BR1758| BR1759 AGRI AZ MK                          APPROX. 0.5 KM 0832930.9 |
 BR1758| BR1760 AGRI RM 1                            28.260 METERS 08858     |
 BR1758| BR1761 AGRI RM 2                            24.681 METERS 32130     |
 BR1758|---------------------------------------------------------------------|
 BR1758
 BR1758                          SUPERSEDED SURVEY CONTROL
 BR1758
 BR1758  NAD 83(1986)-  31 59 45.63333(N)    081 16 13.29689(W) AD(       ) 1
 BR1758  NGVD 29 (10/08/91)    5.8    (m)           19.     (f) VERT ANG       
 BR1758
 BR1758.Superseded values are not recommended for survey control.
 BR1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1758.See file dsdata.txt to determine how the superseded data were derived.
 BR1758
 BR1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7446240025(NAD 83)
 BR1758_MARKER: DD = SURVEY DISK
 BR1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1758_SP_SET: CONCRETE POST
 BR1758_STAMPING: AGRI 1983
 BR1758_MARK LOGO: GADT  
 BR1758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1758+STABILITY: SURFACE MOTION
 BR1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1758+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 BR1758
 BR1758  HISTORY     - Date     Condition        Report By
 BR1758  HISTORY     - 1983     MONUMENTED       GADT
 BR1758  HISTORY     - 1983     GOOD             GADT
 BR1758  HISTORY     - 19900301 GOOD             GEONEX
 BR1758  HISTORY     - 19960412 GOOD             USPSQD
 BR1758  HISTORY     - 20011115 GOOD             WOLVER
 BR1758  HISTORY     - 20040831 GOOD             GADT
 BR1758
 BR1758                          STATION DESCRIPTION
 BR1758
 BR1758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1758'THE STATION IS LOCATED APPROXIMATELY 6.6 KM (4.1 MI) NORTHEAST
 BR1758'FROM RICHMOND HILL, 15.3 KM (9.5 MI) SOUTH FROM BLOOMINGDALE,
 BR1758'AND 18.5 KM (11.5 MI) SOUTHWEST FROM SAVANNAH.
 BR1758'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY,.
 BR1758'
 BR1758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17,
 BR1758'AND STATE ROUTE 204, ABOUT 8.4 KM (5.2 MI) NORTH FROM RICHMOND
 BR1758'HILL, GO SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 1.6 KM (1 MI) TO
 BR1758'THE JUNCTION OF A DIRT ROAD TO THE LEFT, AND THE AZIMUTH MARK ON
 BR1758'THE LEFT.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 17 FOR
 BR1758'0.4 KM (0.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 714 TO THE
 BR1758'RIGHT.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 0.1 KM
 BR1758'(0.05 MI) TO THE STATION ON THE RIGHT ON THE GRASSY AREA.
 BR1758'
 BR1758'THE STATION IS A STANDARD GADT DISK
 BR1758'STAMPED---AGRI 1983---,
 BR1758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1758'FLUSH WITH GROUND.  IT IS LOCATED
 BR1758'21.65 METERS (71 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1758'HIGHWAY,
 BR1758'19.13 METERS (62.8 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 BR1758'COUNTY ROAD 84,
 BR1758'60.2 METERS (197.5 FT) SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 BR1758'CABLE PEDESTAL, AND
 BR1758'1.93 METERS (6.3 FT) SOUTH FROM A WITNESS POST.
 BR1758'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1758'STAMPED---AGRI 1983---,
 BR1758'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BR1758'
 BR1758'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1758'STAMPED---AGRI RM 1 1983---,
 BR1758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1758'FLUSH WITH GROUND.  IT IS LOCATED
 BR1758'14.1 METERS (46.3 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR1758'41.6 METERS (136.5 FT) WEST-NORTHWEST FROM THE POINT OF
 BR1758'INTERSECTION OF THE CENTERLINES OF THE SOUTH BOUND LANE OF COUNTY
 BR1758'ROAD 714 AND THE CENTERLINE OF U.S. HIGHWAY 17,
 BR1758'40.4 METERS (132.5 FT) SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 BR1758'CABLE PEDESTAL, AND
 BR1758'0.7 METER (2.3 FT) SOUTH FROM A WITNESS POST.
 BR1758'MARK IS LEVEL WITH STATION.
 BR1758'
 BR1758'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 BR1758'STAMPED---AGRI RM 2 1983---,
 BR1758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1758'FLUSH WITH GROUND.  IT IS LOCATED
 BR1758'5.8 METERS (19 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF COUNTY
 BR1758'ROAD 84,
 BR1758'59.74 METERS (196 FT) WEST-SOUTHWEST FROM THE POINT OF
 BR1758'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 84, AND COUNTY
 BR1758'ROAD 714,
 BR1758'17.8 METERS (58 FT) EAST FROM A 20 INCH PINE TREE, AND
 BR1758'5.5 METERS (21.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 BR1758'MARK IS LEVEL WITH STATION.
 BR1758'
 BR1758'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1758'STAMPED---AGRI AZ MK 1983---,
 BR1758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1758'FLUSH WITH GROUND.  IT IS LOCATED
 BR1758'6.85 METERS (22.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR1758'22.27 METERS (73 FT) EAST FROM THE EAST END OF A SIDE DRAIN
 BR1758'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR1758'39.18 METERS (128.5 FT) WEST-SOUTHWEST FROM MILE POST NO 2, AND
 BR1758'2.2 METERS (7.2 FT) NORTH FROM A WITNESS POST.
 BR1758'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1758'STAMPED---AGRI AZ MK 1983---,
 BR1758'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 BR1758'
 BR1758'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1758'
 BR1758'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1758'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1758'
 BR1758'DESCRIBED BY T.B. KNIGHT.
 BR1758
 BR1758                          STATION RECOVERY (1983)
 BR1758
 BR1758'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983
 BR1758'RECOVERED IN GOOD CONDITION.
 BR1758
 BR1758                          STATION RECOVERY (1990)
 BR1758
 BR1758'RECOVERY NOTE BY GEONEX 1990
 BR1758'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1983
 BR1758'STATION DESCRIPTION.  REFERENCE MARK 1 AND 2 WERE ALSO RECOVERED IN
 BR1758'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 BR1758'THE STATION DESCRIPTION IS ACCURATE AND IS ADEQUATE TO RECOVER THE
 BR1758'STATION, EXCEPT THAT THE STATION IS SOUTH-SOUTHWEST, 5.4 FT (1.65 M)
 BR1758'FROM THE WITNESS POST.  COUNTY ROAD 714 IS KNOWN AS CANEBRAKE ROAD AND
 BR1758'COUNTY ROAD 84 IS KNOWN AS BASIN ROAD.
 BR1758'THE 1983 DESCRIPTION FOLLOWS.
 BR1758'THE STATION IS LOCATED APPROXIMATELY 6.6 KM (4.1 MI) NORTHEAST
 BR1758'FROM RICHMOND HILL, 15.3 KM (9.5 MI) SOUTH FROM BLOOMINGDALE,
 BR1758'AND 18.5 KM (11.5 MI) SOUTHWEST FROM SAVANNAH.
 BR1758'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY,.
 BR1758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17,
 BR1758'AND STATE ROUTE 204, ABOUT 8.4 KM (5.2 MI) NORTH FROM RICHMOND
 BR1758'HILL, GO SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 1.6 KM (1 MI) TO
 BR1758'THE JUNCTION OF A DIRT ROAD TO THE LEFT, AND THE AZIMUTH MARK ON
 BR1758'THE LEFT.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 17 FOR
 BR1758'0.4 KM (0.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 714 TO THE
 BR1758'RIGHT.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 0.1 KM
 BR1758'(0.05 MI) TO THE STATION ON THE RIGHT ON THE GRASSY AREA.
 BR1758
 BR1758                          STATION RECOVERY (1996)
 BR1758
 BR1758'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1758'RECOVERED IN GOOD CONDITION.
 BR1758
 BR1758                          STATION RECOVERY (2001)
 BR1758
 BR1758'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (LMB)
 BR1758'RECOVERED IN GOOD CONDITION.
 BR1758
 BR1758                          STATION RECOVERY (2004)
 BR1758
 BR1758'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 BR1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1759 ***********************************************************************
 BR1759  DESIGNATION -  AGRI AZ MK
 BR1759  PID         -  BR1759
 BR1759  STATE/COUNTY-  GA/CHATHAM
 BR1759  USGS QUAD   -  RICHMOND HILL (1997)
 BR1759
 BR1759                         *CURRENT SURVEY CONTROL
 BR1759  ___________________________________________________________________
 BR1759* NAD 83(1994)-  31 59 47.49947(N)    081 15 53.96188(W)     ADJUSTED  
 BR1759* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1759  ___________________________________________________________________
 BR1759  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BR1759  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 BR1759
 BR1759  HORZ ORDER  -  SECOND
 BR1759
 BR1759.The horizontal coordinates were established by classical geodetic methods
 BR1759.and adjusted by the National Geodetic Survey in September 1997..
 BR1759
 BR1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1759
 BR1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1759
 BR1759.The geoid height was determined by GEOID03.
 BR1759
 BR1759;                    North         East     Units Scale Factor Converg.
 BR1759;SPC GA E     -   221,687.100   285,198.561   MT  0.99998949   +0 28 40.1
 BR1759;SPC GA E     -   727,318.43    935,688.95   sFT  0.99998949   +0 28 40.1
 BR1759;UTM  17      - 3,540,081.478   474,969.351   MT  0.99960773   -0 08 25.5
 BR1759
 BR1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1759!SPC GA E     -   1.00000406  x   0.99998949  =   0.99999355
 BR1759!UTM  17      -   1.00000406  x   0.99960773  =   0.99961179
 BR1759
 BR1759                          SUPERSEDED SURVEY CONTROL
 BR1759
 BR1759  NAD 83(1986)-  31 59 47.51160(N)    081 15 53.97307(W) AD(       ) 2
 BR1759  NGVD 29 (10/08/91)    5.     (m)           16.     (f) VERT ANG       
 BR1759
 BR1759.Superseded values are not recommended for survey control.
 BR1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1759.See file dsdata.txt to determine how the superseded data were derived.
 BR1759
 BR1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7496940081(NAD 83)
 BR1759_MARKER: DD = SURVEY DISK
 BR1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1759+STABILITY: SURFACE MOTION
 BR1759
 BR1759  HISTORY     - Date     Condition        Report By
 BR1759  HISTORY     - 1983     MONUMENTED       GADT
 BR1759
 BR1759                          STATION DESCRIPTION
 BR1759
 BR1759'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1759'THE STATION IS LOCATED APPROXIMATELY 7 KM (4.4 MI) NORTHEAST FROM
 BR1759'RICHMOND HILL, 15.3 KM (9.5 MI) SOUTH FROM BLOOMINGDALE, AND
 BR1759'18 KM (11.2 MI) SOUTHWEST FROM SAVANNAH.
 BR1759'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1759'
 BR1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1759'STATE ROUTE 204 ABOUT 8.4 KM (5.2 MI) NORTH FROM RICHMOND HILL,
 BR1759'GO SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 1.6 KM (1 MI) TO THE
 BR1759'JUNCTION OF A DIRT ROAD TO THE LEFT AND THE STATION ON THE LEFT.
 BR1759'
 BR1759'THE STATION IS A STANDARD GADT DISK
 BR1759'STAMPED---AGRI AZ MK 1983---,
 BR1759'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1759'FLUSH WITH GROUND.  IT IS LOCATED
 BR1759'6.85 METERS (22.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR1759'22.27 METERS (73 FT) EAST FROM THE EAST END OF A CONCRETE SIDE
 BR1759'DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR1759'39.18 METERS (128.5 FT) WEST FROM MILE POST NO 2, AND
 BR1759'2.2 METERS (7.2 FT) NORTH FROM A WITNESS POST.
 BR1759'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1759'STAMPED---AGRI AZ MK 1983---,
 BR1759'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR1759'
 BR1759'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1759'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1759'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1759'
 BR1759'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1127 ***********************************************************************
 CL1127  DESIGNATION -  AH
 CL1127  PID         -  CL1127
 CL1127  STATE/COUNTY-  GA/BIBB
 CL1127  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL1127
 CL1127                         *CURRENT SURVEY CONTROL
 CL1127  ___________________________________________________________________
 CL1127* NAD 83(1986)-  32 44 21.     (N)    083 35 06.     (W)     SCALED    
 CL1127* NAVD 88     -        80.862  (meters)     265.29   (feet)  ADJUSTED  
 CL1127  ___________________________________________________________________
 CL1127  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CL1127  DYNAMIC HT  -          80.773 (meters)     265.00  (feet)  COMP
 CL1127  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 CL1127
 CL1127  VERT ORDER  -  FIRST     CLASS II
 CL1127
 CL1127.The horizontal coordinates were scaled from a topographic map and have
 CL1127.an estimated accuracy of +/- 6 seconds.
 CL1127
 CL1127.The orthometric height was determined by differential leveling
 CL1127.and adjusted by the National Geodetic Survey in June 1991..
 CL1127
 CL1127.The geoid height was determined by GEOID03.
 CL1127
 CL1127.The dynamic height is computed by dividing the NAVD 88
 CL1127.geopotential number by the normal gravity value computed on the
 CL1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1127.degrees latitude (g = 980.6199 gals.).
 CL1127
 CL1127.The modeled gravity was interpolated from observed gravity values.
 CL1127
 CL1127;                    North         East    Units  Estimated Accuracy
 CL1127;SPC GA W     -   303,830.      754,510.      MT  (+/- 180 meters Scaled)
 CL1127
 CL1127                          SUPERSEDED SURVEY CONTROL
 CL1127
 CL1127  NGVD 29 (??/??/92)   80.998  (m)          265.74   (f) ADJ UNCH    1 2
 CL1127
 CL1127.Superseded values are not recommended for survey control.
 CL1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1127.See file dsdata.txt to determine how the superseded data were derived.
 CL1127
 CL1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS577253(NAD 83)
 CL1127_MARKER: N = NAIL
 CL1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL1127_SP_SET: NAIL IN TREE
 CL1127_STAMPING: AH
 CL1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1127
 CL1127  HISTORY     - Date     Condition        Report By
 CL1127  HISTORY     - 1958     MONUMENTED       CGS
 CL1127
 CL1127                          STATION DESCRIPTION
 CL1127
 CL1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1127'3.2 MI NW FROM HUBER.
 CL1127'AH IS LOCATED IN A NOTCH OUT IN THE TOP OF A LARGE ROOT ON THE WEST
 CL1127'SIDE OF A 36-INCH OAK TREE (THE ONLY LARGE OAK TREE IN VICINITY)
 CL1127'31 FEET SOUTH OF BM E 241, AND ABOUT 13 FEET BELOW LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1474 ***********************************************************************
 BR1474  DESIGNATION -  AIKENS
 BR1474  PID         -  BR1474
 BR1474  STATE/COUNTY-  GA/MCINTOSH
 BR1474  USGS QUAD   -  RIDGEVILLE (1993)
 BR1474
 BR1474                         *CURRENT SURVEY CONTROL
 BR1474  ___________________________________________________________________
 BR1474* NAD 83(1994)-  31 24 18.20151(N)    081 22 29.45598(W)     ADJUSTED  
 BR1474* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1474  ___________________________________________________________________
 BR1474  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 BR1474  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 BR1474
 BR1474  HORZ ORDER  -  THIRD
 BR1474
 BR1474.The horizontal coordinates were established by classical geodetic methods
 BR1474.and adjusted by the National Geodetic Survey in September 1997..
 BR1474
 BR1474.The orthometric height was scaled from a topographic map.
 BR1474
 BR1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1474
 BR1474.The geoid height was determined by GEOID03.
 BR1474
 BR1474;                    North         East     Units Scale Factor Converg.
 BR1474;SPC GA E     -   156,026.219   275,294.013   MT  0.99996990   +0 24 45.4
 BR1474;SPC GA E     -   511,896.02    903,193.77   sFT  0.99996990   +0 24 45.4
 BR1474;UTM  17      - 3,474,554.462   464,366.691   MT  0.99961566   -0 11 43.2
 BR1474
 BR1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1474!SPC GA E     -   1.00000462  x   0.99996990  =   0.99997452
 BR1474!UTM  17      -   1.00000462  x   0.99961566  =   0.99962027
 BR1474
 BR1474:                Primary Azimuth Mark                     Grid Az
 BR1474:SPC GA E     -  CANE CREEK TANK                          087 51 55.3
 BR1474:UTM  17      -  CANE CREEK TANK                          088 28 23.9
 BR1474
 BR1474|---------------------------------------------------------------------|
 BR1474| PID    Reference Object                     Distance      Geod. Az  |
 BR1474|                                                           dddmmss.s |
 BR1474| BR1376 CANE CREEK TANK                     APPROX. 4.7 KM 0881640.7 |
 BR1474| BR1379 DOBOY ISLAND STACK                  APPROX. 4.5 KM 0983440.7 |
 BR1474| BR1393 SAPELO ISLAND LIGHTHOUSE OLD        APPROX. 8.6 KM 1001212.7 |
 BR1474| BR1386 SIGNAL TREE                         APPROX. 6.3 KM 1033308.9 |
 BR1474| BR1389 SIGNAL                              APPROX. 6.9 KM 1043424.7 |
 BR1474| BR1396 CHANNEL RANGE NORTH REAR            APPROX. 9.3 KM 1200703.3 |
 BR1474| BR1398 CHANNEL RANGE SOUTH REAR            APPROX. 9.3 KM 1203656.8 |
 BR1474| BR1429 WOLF ISLAND BEACON                  APPROX.10.6 KM 1225212.9 |
 BR1474| BR1428 WOLF ISLAND CLUBHOUSE               APPROX.12.6 KM 1363912.8 |
 BR1474| BR1470 ROKENBAUGH CHIMNEY                  APPROX. 6.0 KM 2210257.4 |
 BR1474| BR1477 UNION ISLAND CHIMNEY                APPROX. 1.1 KM 2714907.9 |
 BR1474|---------------------------------------------------------------------|
 BR1474
 BR1474                          SUPERSEDED SURVEY CONTROL
 BR1474
 BR1474  NAD 83(1986)-  31 24 18.21389(N)    081 22 29.46096(W) AD(       ) 3
 BR1474  NAD 27      -  31 24 17.39800(N)    081 22 30.09600(W) AD(       ) 3
 BR1474
 BR1474.Superseded values are not recommended for survey control.
 BR1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1474.See file dsdata.txt to determine how the superseded data were derived.
 BR1474
 BR1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6436774554(NAD 83)
 BR1474_MARKER: N = NAIL
 BR1474_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BR1474_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1474
 BR1474  HISTORY     - Date     Condition        Report By
 BR1474  HISTORY     - 1901     MONUMENTED       CGS
 BR1474  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BR1474
 BR1474                          STATION DESCRIPTION
 BR1474
 BR1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (OBF)
 BR1474'ON THE S SIDE OF N RIVER, 10 M. BACK FROM HWL AND 20 M. FROM THE
 BR1474'END OF THE PLANKS ON THE WATERS EDGE NEAR THE CENTER OF THE
 BR1474'REMAINS OF AN OLD MILL CHIMNEY.  THE STATION IS MARKED,
 BR1474'(A COPPER NAIL EMBEDDED IN CONCRETE AT THE CENTER OF A 4 IN
 BR1474'OR 6 IN TILE WHICH IN TURN IS SET IN A BLOCK OF CONCRETE AND
 BR1474'PROJECTS ABOUT 6 IN ABOVE THE GROUND.  THE LETTERS US ARE USUALLY
 BR1474'IMPRESSED IN THE TOP OF THE CONCRETE.  THE UNDERGROUND MARK IS A
 BR1474'BOTTLE EMBEDDED IN CONCRETE AND SOMETIMES SURROUNDED BY A
 BR1474'TRUNCATED CONE OF CAST IRON.), EXCEPT THAT THE UNDERGROUND MARK LACKS
 BR1474'THE CAST IRON CONE.  THREE TREES EACH MARKED WITH A BLAZE AND
 BR1474'THREE COPPER NAILS IN A VERTICAL LINE ARE AT THE FOLLOWING DISTANCES
 BR1474'AND BEARINGS FROM THE STATION--CHINABERRY, 17.14 M. (56.2 FT) S 7 DEG
 BR1474'53 MIN W.  CEDAR, 13.66 M. (44.8 FT) S 58 DEG 33 MIN W.  PERSIMMON,
 BR1474'12.76 M. (41.9 FT), S 86 DEG 57 MIN E.  A SINK HOLE IS ABOUT 15 M.
 BR1474'SE OF THE STATION.
 BR1474
 BR1474                          STATION RECOVERY (1933)
 BR1474
 BR1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1474'THE SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK WAS FOUND
 BR1474'AND CUT IN FROM AIKENS 2.  (SEE DESCRIPTION OF AIKENS 2).  THE
 BR1474'UNDERGROUND MARK WAS COVERED WITH EARTH, SURFACE MARK WAS NOT
 BR1474'REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1377 ***********************************************************************
 BR1377  DESIGNATION -  AIKENS 2
 BR1377  PID         -  BR1377
 BR1377  STATE/COUNTY-  GA/MCINTOSH
 BR1377  USGS QUAD   -  DOBOY SOUND (1993)
 BR1377
 BR1377                         *CURRENT SURVEY CONTROL
 BR1377  ___________________________________________________________________
 BR1377* NAD 83(1994)-  31 24 18.59200(N)    081 22 27.13226(W)     ADJUSTED  
 BR1377* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1377  ___________________________________________________________________
 BR1377  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BR1377  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 BR1377
 BR1377  HORZ ORDER  -  THIRD
 BR1377
 BR1377.The horizontal coordinates were established by classical geodetic methods
 BR1377.and adjusted by the National Geodetic Survey in September 1997..
 BR1377
 BR1377.The orthometric height was scaled from a topographic map.
 BR1377
 BR1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1377
 BR1377.The geoid height was determined by GEOID03.
 BR1377
 BR1377;                    North         East     Units Scale Factor Converg.
 BR1377;SPC GA E     -   156,038.687   275,355.307   MT  0.99997002   +0 24 46.7
 BR1377;SPC GA E     -   511,936.93    903,394.87   sFT  0.99997002   +0 24 46.7
 BR1377;UTM  17      - 3,474,566.275   464,428.092   MT  0.99961561   -0 11 42.0
 BR1377
 BR1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1377!SPC GA E     -   1.00000462  x   0.99997002  =   0.99997464
 BR1377!UTM  17      -   1.00000462  x   0.99961561  =   0.99962022
 BR1377
 BR1377:                Primary Azimuth Mark                     Grid Az
 BR1377:SPC GA E     -  NORTH RIVER BEACON 2                     092 28 31.6
 BR1377:UTM  17      -  NORTH RIVER BEACON 2                     093 05 00.3
 BR1377
 BR1377|---------------------------------------------------------------------|
 BR1377| PID    Reference Object                     Distance      Geod. Az  |
 BR1377|                                                           dddmmss.s |
 BR1377| BR1378 NORTH RIVER BEACON 2                APPROX. 4.3 KM 0925318.3 |
 BR1377| BR1381 DOBOY IS S CHIM OF W HOUSE          APPROX. 4.4 KM 1003944.7 |
 BR1377| BR1382 DOBOY IS N CHIM OF E HOUSE          APPROX. 4.5 KM 1011352.3 |
 BR1377| BR1385 ROCKDEDUNDY RIVER BEACON 1          APPROX. 4.6 KM 1185847.5 |
 BR1377| BR1387 ROCKDEDUNDY RIVER F RNG BCN         APPROX. 4.9 KM 1305141.9 |
 BR1377| BR1432 ROCKDEDUNDY RIVER BEACON 3          APPROX. 5.2 KM 1320817.7 |
 BR1377| BR1395 LITTLE MUD RIVER BEACON 4           APPROX. 5.7 KM 1392108.6 |
 BR1377| CW4555 AIKENS 2 RM 1                        26.770 METERS 19547     |
 BR1377| CW4556 AIKENS 2 RM 2                        23.290 METERS 23519     |
 BR1377| BR1474 AIKENS                               62.551 METERS 25855     |
 BR1377|---------------------------------------------------------------------|
 BR1377
 BR1377                          SUPERSEDED SURVEY CONTROL
 BR1377
 BR1377  NAD 83(1986)-  31 24 18.60438(N)    081 22 27.13725(W) AD(       ) 3
 BR1377  NAD 27      -  31 24 17.79700(N)    081 22 27.78100(W) AD(       ) 3
 BR1377
 BR1377.Superseded values are not recommended for survey control.
 BR1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1377.See file dsdata.txt to determine how the superseded data were derived.
 BR1377
 BR1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6442874566(NAD 83)
 BR1377_MARKER: DS = TRIANGULATION STATION DISK
 BR1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1377
 BR1377  HISTORY     - Date     Condition        Report By
 BR1377  HISTORY     - 1933     MONUMENTED       CGS
 BR1377  HISTORY     - 1952     GOOD             CGS
 BR1377  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BR1377
 BR1377                          STATION DESCRIPTION
 BR1377
 BR1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1377'ON THE N END OF HERD ISLAND, 11 M. S OF ABRUPT S BANK OF N RIVER, 20
 BR1377'M. FROM CENTERLINE OF SMALL SLOUGH AT THE EDGE OF THE HARD GROUND
 BR1377'TO THE E, 7 M. FROM CENTERLINE OF CATTLE RUNWAY TO W.
 BR1377'
 BR1377'R.M. 1 IS 6 M. FROM ABRUPT BREAK IN HARD GROUND TO E.
 BR1377'
 BR1377'R.M. 2 IS ON THE E EDGE OF A LARGE DEPRESSION IN THE GROUND AND 15
 BR1377'M. FROM RIVER BANK.
 BR1377
 BR1377                          STATION RECOVERY (1952)
 BR1377
 BR1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1377'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BR1377'DISTANCES BETWEEN THE STATION AND REFERENCE MARKS WERE CHECKED WITH A
 BR1377'STEEL TAPE AND WERE FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 BR1377'IS ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--STATION IS
 BR1377'25.5 FT. E OF A WIRE FENCE.
 BR1377'
 BR1377'STATION MARK IS STAMPED AIKENS 2 1933 AND PROJECTS 1 FT. ABOVE THE
 BR1377'GROUND.
 BR1377'
 BR1377'REFERENCE MARK 1 IS STAMPED AIKENS NO 1 1933 AND PROJECTS 1 FT.
 BR1377'ABOVE THE GROUND.
 BR1377'
 BR1377'REFERENCE MARK 2 IS STAMPED AIKENS NO 2 1933 AND PROJECTS 1 FT.
 BR1377'ABOVE THE GROUND.
 BR1377
 BR1377                          STATION RECOVERY (1965)
 BR1377
 BR1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1377'DESTROYED.  THE STATION AND REFERENCE MARK 2 WERE FOUND LYING ON
 BR1377'THEIR SIDES ON THE HIGH-WATER LINE.  REFERENCE MARK 1 WAS RECOVERED
 BR1377'IN GOOD CONDITION.  THE 1952 RECOVERY NOTE BY P.T.  IS ADEQUATE.
 BR1377'
 BR1377'REFERENCE MARK 1 IS 85 FEET SOUTH OF THE MEAN HIGH-WATER LINE AND 10
 BR1377'FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2916 ***********************************************************************
 CL2916  DESIGNATION -  AILEY AZ MK 2
 CL2916  PID         -  CL2916
 CL2916  STATE/COUNTY-  GA/MONTGOMERY
 CL2916  USGS QUAD   -  MOUNT VERNON (1985)
 CL2916
 CL2916                         *CURRENT SURVEY CONTROL
 CL2916  ___________________________________________________________________
 CL2916* NAD 83(1994)-  32 11 14.07639(N)    082 31 53.45568(W)     ADJUSTED  
 CL2916* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL2916  ___________________________________________________________________
 CL2916  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CL2916  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CL2916
 CL2916  HORZ ORDER  -  SECOND
 CL2916
 CL2916.The horizontal coordinates were established by classical geodetic methods
 CL2916.and adjusted by the National Geodetic Survey in September 1997..
 CL2916.No horizontal observational check was made to the station.
 CL2916
 CL2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2916
 CL2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2916
 CL2916.The geoid height was determined by GEOID03.
 CL2916
 CL2916;                    North         East     Units Scale Factor Converg.
 CL2916;SPC GA E     -   242,536.268   165,597.877   MT  0.99991459   -0 11 39.7
 CL2916;SPC GA E     -   795,721.07    543,299.03   sFT  0.99991459   -0 11 39.7
 CL2916;UTM  17      - 3,562,218.515   355,627.440   MT  0.99985704   -0 48 57.5
 CL2916
 CL2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2916!SPC GA E     -   0.99999040  x   0.99991459  =   0.99990499
 CL2916!UTM  17      -   0.99999040  x   0.99985704  =   0.99984744
 CL2916
 CL2916                          SUPERSEDED SURVEY CONTROL
 CL2916
 CL2916  NAD 83(1986)-  32 11 14.08139(N)    082 31 53.45754(W) AD(       ) 2
 CL2916  NGVD 29 (06/19/89)   90.     (m)          295.     (f) VERT ANG       
 CL2916
 CL2916.Superseded values are not recommended for survey control.
 CL2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2916.See file dsdata.txt to determine how the superseded data were derived.
 CL2916
 CL2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5562762219(NAD 83)
 CL2916_MARKER: DD = SURVEY DISK
 CL2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2916_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2916+STABILITY: SURFACE MOTION
 CL2916
 CL2916  HISTORY     - Date     Condition        Report By
 CL2916  HISTORY     - 1985     MONUMENTED       NGS
 CL2916
 CL2916                          STATION DESCRIPTION
 CL2916
 CL2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2916'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI)
 CL2916'SOUTHWEST OF VIDALIA AND
 CL2916'3.6 KM (2.4 MI) EAST OF AILEY.
 CL2916'OWNERSHIP--STATE RIGHT OF WAY.
 CL2916'
 CL2916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 WITH
 CL2916'STATE ROUTE 227 IN AILEY, GO EAST ON THE U.S. HIGHWAY FOR 1.9 KM
 CL2916'(1.15 MI) TO COUNTY PAVED ROADS 166 ON THE RIGHT AND 169 ON THE
 CL2916'LEFT.  CONTINUE AHEAD FOR 1.7 KM (1.0 MI) TO WHERE THE HIGHWAY
 CL2916'NARROWS AND THE STATION ON THE LEFT AT A WELL USED WOODS ROAD.
 CL2916'
 CL2916'THE STATION IS A STANDARD NGS DISK
 CL2916'STAMPED---AILEY 1935 1985---,
 CL2916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2916'35 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2916'22.7 METERS (74.4 FT) EAST FROM A POWER POLE,
 CL2916'14 METERS (46 FT) EAST FROM THE WOODS ROAD,
 CL2916'10.6 METERS (34.7 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 CL2916'2.22 METERS (7.3 FT) SOUTH-SOUTHWEST FROM A PIPE CULVERT UNDER THE
 CL2916'HIGHWAY AND
 CL2916'1.98 METERS (6.5 FT) SOUTH FROM A CARSONITE WITNESS POST.
 CL2916'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2916'STAMPED---AILEY 1935 1985---,
 CL2916'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 CL2916'
 CL2916'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2916'
 CL2916'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2133 ***********************************************************************
 CL2133  DESIGNATION -  AILEY RESET
 CL2133  PID         -  CL2133
 CL2133  STATE/COUNTY-  GA/MONTGOMERY
 CL2133  USGS QUAD   -  MOUNT VERNON (1985)
 CL2133
 CL2133                         *CURRENT SURVEY CONTROL
 CL2133  ___________________________________________________________________
 CL2133* NAD 83(1994)-  32 10 58.39766(N)    082 32 34.22319(W)     ADJUSTED  
 CL2133* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 CL2133  ___________________________________________________________________
 CL2133  X           -     701,271.538 (meters)                     COMP
 CL2133  Y           -  -5,357,638.193 (meters)                     COMP
 CL2133  Z           -   3,377,647.276 (meters)                     COMP
 CL2133  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CL2133  ELLIP HEIGHT-          64.68  (meters)          (09/03/97) GPS OBS
 CL2133  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL2133
 CL2133  HORZ ORDER  -  SECOND
 CL2133  ELLP ORDER  -  FOURTH    CLASS II
 CL2133
 CL2133.The horizontal coordinates were established by classical geodetic methods
 CL2133.and adjusted by the National Geodetic Survey in September 1997..
 CL2133
 CL2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2133
 CL2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2133
 CL2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2133
 CL2133.The ellipsoidal height was determined by GPS observations
 CL2133.and is referenced to NAD 83.
 CL2133
 CL2133.The geoid height was determined by GEOID03.
 CL2133
 CL2133;                    North         East     Units Scale Factor Converg.
 CL2133;SPC GA E     -   242,057.042   164,528.396   MT  0.99991551   -0 12 01.3
 CL2133;SPC GA E     -   794,148.81    539,790.25   sFT  0.99991551   -0 12 01.3
 CL2133;UTM  17      - 3,561,750.945   354,552.884   MT  0.99986089   -0 49 18.8
 CL2133
 CL2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2133!SPC GA E     -   0.99998984  x   0.99991551  =   0.99990536
 CL2133!UTM  17      -   0.99998984  x   0.99986089  =   0.99985074
 CL2133
 CL2133:                Primary Azimuth Mark                     Grid Az
 CL2133:SPC GA E     -  AILEY AZ MK                              065 35 09.7
 CL2133:UTM  17      -  AILEY AZ MK                              066 12 27.2
 CL2133
 CL2133|---------------------------------------------------------------------|
 CL2133| PID    Reference Object                     Distance      Geod. Az  |
 CL2133|                                                           dddmmss.s |
 CL2133| CY7228 AILEY AZ MK                                        0652308.4 |
 CL2133| CY7230 AILEY RM 2                           30.666 METERS 16710     |
 CL2133| CY7231 AILEY RM 3                           26.622 METERS 24116     |
 CL2133| CL2132 9C 52 GAGS 1935                      13.978 METERS 24958     |
 CL2133| CY7229 AILEY RM 1                           31.934 METERS 25202     |
 CL2133| CL2137 SUMNER                              APPROX.17.1 KM 2703316.0 |
 CL2133|---------------------------------------------------------------------|
 CL2133
 CL2133                          SUPERSEDED SURVEY CONTROL
 CL2133
 CL2133  NAD 83(1986)-  32 10 58.40337(N)    082 32 34.22545(W) AD(       ) 2
 CL2133  NAD 27      -  32 10 57.74100(N)    082 32 34.74600(W) AD(       ) 2
 CL2133  NGVD 29 (12/08/88)   93.3    (m)          306.     (f) GPS OBS        
 CL2133
 CL2133.Superseded values are not recommended for survey control.
 CL2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2133.See file dsdata.txt to determine how the superseded data were derived.
 CL2133
 CL2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5455361751(NAD 83)
 CL2133_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CL2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2133+STABILITY: SURFACE MOTION
 CL2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2133+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1986
 CL2133
 CL2133  HISTORY     - Date     Condition        Report By
 CL2133  HISTORY     - 1935     MONUMENTED       CGS
 CL2133  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CL2133  HISTORY     - 1985     GOOD             NGS
 CL2133  HISTORY     - 19861204 GOOD
 CL2133
 CL2133                          STATION DESCRIPTION
 CL2133
 CL2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2133'ABOUT 8.3 MILES SOUTHWEST ALONG RIGHT-OF-WAY OF U.S. HIGHWAY 280
 CL2133'FROM VIDALIA, 50 FEET SOUTH OF CENTER LINE OF HIGHWAY, 40 FEET
 CL2133'EAST-NORTHEAST OF 6-INCH OAK TREE, AND 24 FEET EAST-NORTHEAST OF
 CL2133'6-INCH PINE TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 CL2133'IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES ABOVE GROUND.
 CL2133'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 CL2133'MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 2 INCHES, IS 43 FEET SOUTH
 CL2133'OF CENTER LINE OF U.S. HIGHWAY 280, AND 104.77 FEET WEST OF STATION
 CL2133'S 72 DEG 02 MIN W.  NO. 2 PROJECTS 4 INCHES, IS IN
 CL2133'SCRUB-OAK AND PINE TREE WOODS, 18 YARDS SOUTH-SOUTHEAST OF 14-INCH
 CL2133'PINE TREE, AND 100.58 FEET SOUTH OF STATION S 12 DEG 50 MIN E.
 CL2133'AZIMUTH MARK PROJECTS 6 INCHES, IS 50 FEET NORTH OF CENTER LINE
 CL2133'OF U.S. HIGHWAY 280, 22 FEET WEST-SOUTHWEST OF CENTER LINE OF DIRT
 CL2133'SIDE ROAD, 7 FEET WEST-SOUTHWEST OF FENCE CORNER, AND 0.7 MILE (BY
 CL2133'ROAD) EAST-NORTHEAST OF STATION N 65 DEG 23 MIN E.
 CL2133'9C-52 (GA. GEOD. S.) IS A STANDARD MARK IN 6-INCH
 CL2133'HEMISPHERICAL CONCRETE POST, PROJECTS 2 INCHES ABOVE GROUND, IS 46
 CL2133'FEET SOUTH OF CENTER LINE OF HIGHWAY, 11 FEET NORTHWEST OF 6-INCH
 CL2133'OAK TREE, AND 45.86 FEET WEST OF STATION S 69 DEG 58 MIN W.
 CL2133
 CL2133                          STATION RECOVERY (1969)
 CL2133
 CL2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL2133'STATION SURFACE MONUMENT AND REFERENCE MARK NO. 1 WERE FOUND OUT OF
 CL2133'THE GROUND.  THE STATION SUBSURFACE MARK AND REFERENCE MARK NO. 2
 CL2133'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 CL2133'LEANING ABOUT 45 DEG.  THE SUBSURFACE MARK WAS LOWERED AND THE
 CL2133'STATION SURFACE MONUMENT WAS RESET OVER THE SUBSURFACE MARK AND
 CL2133'REFERENCE MARK NO. 1 WAS RESET AS REFERENCE MARK NO. 3 1969 AT THIS
 CL2133'TIME.  THE AZIMUTH MARK WAS NOT RESET.
 CL2133'
 CL2133'STATION IS LOCATED 8 MILES SOUTHWEST OF VIDALIA ON THE RIGHT-OF-WAY
 CL2133'OF U.S. HWY. 280, 50 FT. SOUTH OF THE HIGHWAY, 79.8 FT. WEST OF A
 CL2133'CONCRETE RIGHT-OF-WAY MARKER, 43.5 WEST OF A 14-INCH PINE TREE WITH
 CL2133'TRIANGULAR BLAZE AND 1.0 FT. NORTH OF A METAL WITNESS POST AND
 CL2133'SIGN.  MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED AILEY 1935
 CL2133'1969.
 CL2133'
 CL2133'REFERENCE MARK NO. 2 IS 150 FT. SOUTH OF THE CENTER OF HIGHWAY, 8 FT.
 CL2133'WEST-SOUTHWEST OF A 12-INCH PINE TREE WITH TRIANGULAR BLAZE AND 1.0
 CL2133'FT. NORTH OF A METAL WITNESS POST AND SIGN.  MONUMENT PROJECTS 2
 CL2133'INCHES AND THE DISK IS STAMPED AILEY NO 2 1935.
 CL2133'
 CL2133'REFERENCE MARK NO. 3 IS 59 FT. SOUTH OF THE CENTER OF THE HIGHWAY
 CL2133'AND 1.0 FT. NORTH OF A METAL WITNESS POST AND SIGN.  THE MONUMENT
 CL2133'PROJECTS 4 INCHES AND THE DISK IS STAMPED AILEY NO 3 1969.
 CL2133'
 CL2133'THE AZIMUTH MARK IS 0.7 MILE EAST-NORTHEAST OF THE STATION, 50 FT.
 CL2133'NORTH OF THE CENTER OF THE HIGHWAY AND 22 FT WEST-SOUTHWEST OF THE
 CL2133'CENTER OF A SAND ROAD.
 CL2133'
 CL2133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 280 AND STATE
 CL2133'ROUTE 130 IN VIDALIA, GO SOUTHWEST ON U.S. HWY. 280 FOR 8.0 MILES TO
 CL2133'TOP OF GRADE AND STATION ON THE LEFT.
 CL2133'
 CL2133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST
 CL2133'OF VIDALIA
 CL2133
 CL2133                          STATION RECOVERY (1985)
 CL2133
 CL2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2133'THE STATION WAS RECOVERED AT THIS DATE.
 CL2133'THE STATION, REFERENCE MARK 2 AND A LEANING AZIMUTH MARK WERE
 CL2133'RECOVERED.  NO MEASURMENTS COULD BE MADE TO THE REFERENCE MARK
 CL2133'BECAUSE OF TREES.  THE AZIMUTH MARK WAS DESTROYED AND A NEW AZIMUTH
 CL2133'MARK SET TO WHICH POLARIS OBSERVATIONS WERE MADE.
 CL2133'
 CL2133'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI)
 CL2133'SOUTHWEST OF VIDALIA AND
 CL2133'2.4 KM (1.5 MI) EAST OF AILEY.
 CL2133'OWNERSHIP--STATE RIGHT OF WAY.
 CL2133'
 CL2133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CL2133'STATE ROUTE 227 IN AILEY, GO EAST ON U.S. HIGHWAY 280 FOR 1.9 KM
 CL2133'(1.15 MI) TO TO COUNTY PAVED ROADS 166 ON THE RIGHT AND 169 ON THE
 CL2133'LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO WOODS ROAD CROSSING
 CL2133'AND THE STATION ON THE RIGHT APPROXIMATELY 80 METERS EAST OF THE
 CL2133'WOODS ROAD.
 CL2133'
 CL2133'THE STATION IS A STANDARD NGS DISK
 CL2133'STAMPED---AILEY 1935 1969---,
 CL2133'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CL2133'40 CM ON SIDE PROJECTING 3 CM ABOVE GROUND.  LOCATED
 CL2133'55.1 METERS (180.8 FT) WEST FROM A CONCRETE RIGHT OF WAY MARKER,
 CL2133'8.1 METERS (26.6 FT) SOUTH FROM THE SOUTH EDGE OF THE THREE LANE
 CL2133'HIGHWAY AND ABOUT 0.3 METERS BELOW IT, AND
 CL2133'0.2 METERS (0.66 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2133'THE UNDERGROUND MARK IS REPORTED AS A STANDARD NGS DISK
 CL2133'STAMPED---AILEY 1935---,
 CL2133'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2133'
 CL2133'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 CL2133'STAMPED---AILEY 1935 NO 2---,
 CL2133'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2133'35 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2133'38.8 METERS (127.3 FT) SOUTH FROM THE SOUTH EDGE OF THE HIGHWAY AND
 CL2133'0.2 METERS (0.66 FT) NORTH FROM A METAL WITNESS POST.
 CL2133'MARK IS 0.4 METERS ABOVE THE STATION.
 CL2133'
 CL2133'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 CL2133'STAMPED---AILEY 1935 1985---,
 CL2133'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2133'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2133'22.7 METERS (74.4 FT) EAST FROM A POWER POLE,
 CL2133'14. METERS (46. FT) EAST FROM A WOODS ROAD,
 CL2133'10.6 METERS (34.7 FT) NORTH FROM THE CENTER OF THE HIGHWAY,
 CL2133'2.22 METERS (7.3 FT) SOUTH-SOUTHWEST FROM A PIPE CULVERT UNDER THE
 CL2133'HIGHWAY AND
 CL2133'1.98 METERS (6.5 FT) SOUTH FROM A CARSONITE WITNESS POST.
 CL2133'TO REACH THE AZIMUTH FROM THE STATION,
 CL2133'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.2 KM (0.75 MI) ON U.S.
 CL2133'HIGHWAY 280 TO THE STATION ON THE LEFT AT A WELL USED WOODS ROAD
 CL2133'WHERE THE HIGHWAY NARROWS.
 CL2133'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2133'STAMPED---AILEY 1935 1985---,
 CL2133'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 CL2133'
 CL2133'DESCRIBED BY B. PUTZIGER.
 CL2133
 CL2133                          STATION RECOVERY (1986)
 CL2133
 CL2133'RECOVERED 1986
 CL2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0249 ***********************************************************************
 EE0249  DESIGNATION -  AIM
 EE0249  PID         -  EE0249
 EE0249  STATE/COUNTY-  GA/COBB
 EE0249  USGS QUAD   -  KENNESAW (1992)
 EE0249
 EE0249                         *CURRENT SURVEY CONTROL
 EE0249  ___________________________________________________________________
 EE0249* NAD 83(1994)-  34 04 07.75900(N)    084 35 17.18831(W)     ADJUSTED  
 EE0249* NAVD 88     -       352.800  (meters)    1157.48   (feet)  ADJUSTED  
 EE0249  ___________________________________________________________________
 EE0249  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 EE0249  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0249  DYNAMIC HT  -         352.418 (meters)    1156.22  (feet)  COMP
 EE0249  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 EE0249
 EE0249  HORZ ORDER  -  THIRD
 EE0249  VERT ORDER  -  SECOND    CLASS 0
 EE0249
 EE0249.The horizontal coordinates were established by classical geodetic methods
 EE0249.and adjusted by the National Geodetic Survey in September 1997..
 EE0249
 EE0249.The orthometric height was determined by differential leveling
 EE0249.and adjusted by the National Geodetic Survey in June 1991..
 EE0249
 EE0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE0249
 EE0249.The geoid height was determined by GEOID03.
 EE0249
 EE0249.The dynamic height is computed by dividing the NAVD 88
 EE0249.geopotential number by the normal gravity value computed on the
 EE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0249.degrees latitude (g = 980.6199 gals.).
 EE0249
 EE0249.The modeled gravity was interpolated from observed gravity values.
 EE0249
 EE0249;                    North         East     Units Scale Factor Converg.
 EE0249;SPC GA W     -   451,217.007   661,100.431   MT  0.99991865   -0 14 09.9
 EE0249;SPC GA W     - 1,480,367.80  2,168,960.33   sFT  0.99991865   -0 14 09.9
 EE0249;UTM  16      - 3,772,412.137   722,577.899   MT  1.00021074   +1 21 06.0
 EE0249
 EE0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE0249!SPC GA W     -   0.99994923  x   0.99991865  =   0.99986789
 EE0249!UTM  16      -   0.99994923  x   1.00021074  =   1.00015996
 EE0249
 EE0249|---------------------------------------------------------------------|
 EE0249| PID    Reference Object                     Distance      Geod. Az  |
 EE0249|                                                           dddmmss.s |
 EE0249| EE0250 AIM RM 1                             79.495 METERS 05654     |
 EE0249| EE0248 AIM RM 2                             37.420 METERS 12730     |
 EE0249| EE0247 AIM AZ MK                                          2001139.2 |
 EE0249|---------------------------------------------------------------------|
 EE0249
 EE0249                          SUPERSEDED SURVEY CONTROL
 EE0249
 EE0249  NAD 83(1994)-  34 04 07.76585(N)    084 35 17.19003(W) AD(       ) 3
 EE0249  NAD 83(1986)-  34 04 07.76566(N)    084 35 17.18930(W) AD(       ) 3
 EE0249  NAD 27      -  34 04 07.41596(N)    084 35 17.43407(W) AD(       ) 3
 EE0249  NGVD 29 (??/??/92)  352.758  (m)         1157.34   (f) ADJ UNCH    2 0
 EE0249
 EE0249.Superseded values are not recommended for survey control.
 EE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0249.See file dsdata.txt to determine how the superseded data were derived.
 EE0249
 EE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2257872412(NAD 83)
 EE0249_MARKER: DS = TRIANGULATION STATION DISK
 EE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0249_STAMPING: AIM 1968
 EE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0249+STABILITY: SURFACE MOTION
 EE0249
 EE0249  HISTORY     - Date     Condition        Report By
 EE0249  HISTORY     - 1968     MONUMENTED       CGS
 EE0249  HISTORY     - 1968     GOOD             CGS
 EE0249
 EE0249                          STATION DESCRIPTION
 EE0249
 EE0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 EE0249'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF MARIETTA, 3-1/2
 EE0249'MILES NORTHEAST OF KENNESAW, ON THE NORTH SIDE OF A BLACKTOP ROAD AND
 EE0249'ON PROPERTY OWNED BY MR. JAMES BUSSEY.
 EE0249'
 EE0249'TO REACH THE STATION FROM THE POST OFFICE IN KENNESAW, GO NORTH ON
 EE0249'STATE HIGHWAY 293 FOR 0.05 MILE TO CHEROKEE STREET.  TURN RIGHT ON
 EE0249'CHEROKEE STREET AND GO EASTERLY THENCE NORTHEASTERLY FOR 2.4 MILES
 EE0249'TO A ROAD FORK AND CEMETERY ON RIGHT.  KEEP LEFT FORK AND GO
 EE0249'NORTHERLY FOR 1.15 MILES TO THE AZIMUTH MARK ON RIGHT AND MR. J.P.
 EE0249'BROWNS MAIL BOX.  CONTINUE AHEAD AND FOLLOW ROAD NORTHEASTERLY FOR
 EE0249'0.2 MILE TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO NORTHWESTERLY ON
 EE0249'DRIVEWAY FOR 150 FEET TO STATION ON LEFT AS DESCRIBED.
 EE0249'
 EE0249'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 EE0249'
 EE0249'STATION MARK, STAMPED AIM 1968, IS SET FLUSH.  IT IS 123.4 FEET WEST
 EE0249'OF THE WITNESS POST, 23.0 FEET SOUTHEAST OF A 30-INCH OAK TREE AND
 EE0249'15.3 FEET SOUTH OF THE APPROXIMATE CENTER OF DRIVEWAY.
 EE0249'
 EE0249'R.M. 1, STAMPED AIM NO 1 1968, PROJECTS ABOUT 4 INCHES.  IT IS 44.2
 EE0249'FEET NORTH OF A POWER LINE POLE, 20.0 FEET NORTHWEST OF CENTER OF
 EE0249'PAVED ROAD, 17 FEET NORTHWEST OF A WITNESS POST AND 2.1 FEET EAST OF
 EE0249'A POLE WITH 3 ROUND RED COLORED REFLECTORS ATOP POLE.
 EE0249'
 EE0249'R.M. 2, STAMPED AIM NO 2 1968, PROJECTS ABOUT 3 INCHES.  IT IS 25
 EE0249'FEET WEST OF CENTER OF PAVED ROAD, 1.4 FEET SOUTH-SOUTHWEST OF
 EE0249'WITNESS POST AND 14 FEET NORTHEAST OF A POWER LINE POLE.
 EE0249'
 EE0249'AZ MK, STAMPED AIM 1968, PROJECTS ABOUT 3 INCHES.  IT IS 25.6 FEET
 EE0249'EAST OF CENTER OF PAVED ROAD, 8.9 FEET EAST OF MR. J.P.  BROWNS MAIL
 EE0249'BOX, 2 FEET NORTH OF A WITNESS POST AND 1.2 FEET WEST OF A FENCE.
 EE0249'
 EE0249'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EE0249
 EE0249                          STATION RECOVERY (1968)
 EE0249
 EE0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EE0249'3.4 MI NE FROM KENNESAW.
 EE0249'ABOUT 1.95 MILES NORTHEAST ALONG CHEROKEE STREET AND SHILOH
 EE0249'ROAD FROM THE FIRE STATION AT KENNESAW, THENCE 1.4 MILES NORTH
 EE0249'ALONG WADE GREEN ROAD, NEAR THE NORTHEAST END OF AN OPEN FIELD,
 EE0249'148 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 EE0249'SOUTHEAST OF A 36-INCH OAK TREE (THE NORTH ONE OF THREE TREES),
 EE0249'15 FEET SOUTHWEST OF THE CENTER LINE OF A DIM DRIVEWAY LEADING
 EE0249'TO A BARN, 6 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 EE0249'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0247 ***********************************************************************
 EE0247  DESIGNATION -  AIM AZ MK
 EE0247  PID         -  EE0247
 EE0247  STATE/COUNTY-  GA/COBB
 EE0247  USGS QUAD   -  KENNESAW (1992)
 EE0247
 EE0247                         *CURRENT SURVEY CONTROL
 EE0247  ___________________________________________________________________
 EE0247* NAD 83(1986)-  34 03 57.     (N)    084 35 21.     (W)     SCALED    
 EE0247* NAVD 88     -       347.153  (meters)    1138.95   (feet)  ADJUSTED  
 EE0247  ___________________________________________________________________
 EE0247  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0247  DYNAMIC HT  -         346.778 (meters)    1137.72  (feet)  COMP
 EE0247  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 EE0247
 EE0247  VERT ORDER  -  SECOND    CLASS 0
 EE0247
 EE0247.The horizontal coordinates were scaled from a topographic map and have
 EE0247.an estimated accuracy of +/- 6 seconds.
 EE0247
 EE0247.The orthometric height was determined by differential leveling
 EE0247.and adjusted by the National Geodetic Survey in June 1991..
 EE0247
 EE0247.The geoid height was determined by GEOID03.
 EE0247
 EE0247.The dynamic height is computed by dividing the NAVD 88
 EE0247.geopotential number by the normal gravity value computed on the
 EE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0247.degrees latitude (g = 980.6199 gals.).
 EE0247
 EE0247.The modeled gravity was interpolated from observed gravity values.
 EE0247
 EE0247;                    North         East    Units  Estimated Accuracy
 EE0247;SPC GA W     -   450,890.      661,000.      MT  (+/- 180 meters Scaled)
 EE0247
 EE0247                          SUPERSEDED SURVEY CONTROL
 EE0247
 EE0247  NGVD 29 (??/??/92)  347.111  (m)         1138.81   (f) ADJ UNCH    2 0
 EE0247
 EE0247.Superseded values are not recommended for survey control.
 EE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0247.See file dsdata.txt to determine how the superseded data were derived.
 EE0247
 EE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC224720(NAD 83)
 EE0247_MARKER: DZ = AZIMUTH MARK DISK
 EE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0247_STAMPING: AIM 1968
 EE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0247+STABILITY: SURFACE MOTION
 EE0247
 EE0247  HISTORY     - Date     Condition        Report By
 EE0247  HISTORY     - 1968     MONUMENTED       CGS
 EE0247
 EE0247                          STATION DESCRIPTION
 EE0247
 EE0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0247'3.2 MI NE FROM KENNESAW.
 EE0247'ABOUT 1.95 MILES NORTHEAST ALONG CHEROKEE STREET AND SHILOH
 EE0247'ROAD FROM THE FIRE STATION AT KENNESAW, THENCE 1.2 MILES NORTH
 EE0247'ALONG WADE GREEN ROAD, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF
 EE0247'WOOTEN LAKE ROAD, 31 FEET EAST OF THE CENTER OF THE JUNCTION
 EE0247'OF A DRIVEWAY LEADING SOUTHEAST BETWEEN 4 BRICK POST, 26 FEET
 EE0247'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHEAST OF
 EE0247'THE CENTER LINE OF DRIVEWAY, 2.3 FEET NORTH OF THE NORTH CORNER
 EE0247'OF THE NORTH ONE OF 4 BRICK PILLARS, 1.2 FEET NORTHWEST OF A
 EE0247'WHITE BOARD FENCE, 1.9 FEET NORTHEAST OF A METAL WITNESS POST,
 EE0247'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 EE0247'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0250 ***********************************************************************
 EE0250  DESIGNATION -  AIM RM 1
 EE0250  PID         -  EE0250
 EE0250  STATE/COUNTY-  GA/COBB
 EE0250  USGS QUAD   -  KENNESAW (1992)
 EE0250
 EE0250                         *CURRENT SURVEY CONTROL
 EE0250  ___________________________________________________________________
 EE0250* NAD 83(1986)-  34 04 07.     (N)    084 35 17.     (W)     SCALED    
 EE0250* NAVD 88     -       352.333  (meters)    1155.95   (feet)  ADJUSTED  
 EE0250  ___________________________________________________________________
 EE0250  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0250  DYNAMIC HT  -         351.952 (meters)    1154.70  (feet)  COMP
 EE0250  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 EE0250
 EE0250  VERT ORDER  -  SECOND    CLASS 0
 EE0250
 EE0250.The horizontal coordinates were scaled from a topographic map and have
 EE0250.an estimated accuracy of +/- 6 seconds.
 EE0250
 EE0250.The orthometric height was determined by differential leveling
 EE0250.and adjusted by the National Geodetic Survey in June 1991..
 EE0250
 EE0250.The geoid height was determined by GEOID03.
 EE0250
 EE0250.The dynamic height is computed by dividing the NAVD 88
 EE0250.geopotential number by the normal gravity value computed on the
 EE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0250.degrees latitude (g = 980.6199 gals.).
 EE0250
 EE0250.The modeled gravity was interpolated from observed gravity values.
 EE0250
 EE0250;                    North         East    Units  Estimated Accuracy
 EE0250;SPC GA W     -   451,190.      661,110.      MT  (+/- 180 meters Scaled)
 EE0250
 EE0250                          SUPERSEDED SURVEY CONTROL
 EE0250
 EE0250  NGVD 29 (??/??/92)  352.292  (m)         1155.81   (f) ADJ UNCH    2 0
 EE0250
 EE0250.Superseded values are not recommended for survey control.
 EE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0250.See file dsdata.txt to determine how the superseded data were derived.
 EE0250
 EE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC225723(NAD 83)
 EE0250_MARKER: DR = REFERENCE MARK DISK
 EE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0250_STAMPING: AIM NO 1 1968
 EE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0250+STABILITY: SURFACE MOTION
 EE0250
 EE0250  HISTORY     - Date     Condition        Report By
 EE0250  HISTORY     - 1968     MONUMENTED       CGS
 EE0250
 EE0250                          STATION DESCRIPTION
 EE0250
 EE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0250'3.4 MI NE FROM KENNESAW.
 EE0250'ABOUT 1.95 MILES NORTHEAST ALONG CHEROKEE STREET AND SHILOH ROAD
 EE0250'FROM THE FIRE STATION AT KENNESAW, THENCE 1.4 MILES NORTH ALONG
 EE0250'WADE GREEN ROAD, 260.8 FEET EAST OF THE STATION MARK DESCRIBED, 22
 EE0250'FEET WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A PRIVATE
 EE0250'ROAD LEADING EAST, 20 FEET NORTHWEST OF THE CENTER LINE OF THE
 EE0250'ROAD, 2 FEET SOUTHEAST OF A HIGH WOODEN POLE WITH 3 RED LIGHTS
 EE0250'ON TOP, 1.7 FEET WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 EE0250'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE0250'4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0248 ***********************************************************************
 EE0248  DESIGNATION -  AIM RM 2
 EE0248  PID         -  EE0248
 EE0248  STATE/COUNTY-  GA/COBB
 EE0248  USGS QUAD   -  KENNESAW (1992)
 EE0248
 EE0248                         *CURRENT SURVEY CONTROL
 EE0248  ___________________________________________________________________
 EE0248* NAD 83(1986)-  34 04 07.     (N)    084 35 17.     (W)     SCALED    
 EE0248* NAVD 88     -       350.487  (meters)    1149.89   (feet)  ADJUSTED  
 EE0248  ___________________________________________________________________
 EE0248  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0248  DYNAMIC HT  -         350.108 (meters)    1148.65  (feet)  COMP
 EE0248  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 EE0248
 EE0248  VERT ORDER  -  SECOND    CLASS 0
 EE0248
 EE0248.The horizontal coordinates were scaled from a topographic map and have
 EE0248.an estimated accuracy of +/- 6 seconds.
 EE0248
 EE0248.The orthometric height was determined by differential leveling
 EE0248.and adjusted by the National Geodetic Survey in June 1991..
 EE0248
 EE0248.The geoid height was determined by GEOID03.
 EE0248
 EE0248.The dynamic height is computed by dividing the NAVD 88
 EE0248.geopotential number by the normal gravity value computed on the
 EE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0248.degrees latitude (g = 980.6199 gals.).
 EE0248
 EE0248.The modeled gravity was interpolated from observed gravity values.
 EE0248
 EE0248;                    North         East    Units  Estimated Accuracy
 EE0248;SPC GA W     -   451,190.      661,110.      MT  (+/- 180 meters Scaled)
 EE0248
 EE0248                          SUPERSEDED SURVEY CONTROL
 EE0248
 EE0248  NGVD 29 (??/??/92)  350.446  (m)         1149.75   (f) ADJ UNCH    2 0
 EE0248
 EE0248.Superseded values are not recommended for survey control.
 EE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0248.See file dsdata.txt to determine how the superseded data were derived.
 EE0248
 EE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC225723(NAD 83)
 EE0248_MARKER: DR = REFERENCE MARK DISK
 EE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0248_STAMPING: AIM NO 2 1968
 EE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0248+STABILITY: SURFACE MOTION
 EE0248
 EE0248  HISTORY     - Date     Condition        Report By
 EE0248  HISTORY     - 1968     MONUMENTED       CGS
 EE0248
 EE0248                          STATION DESCRIPTION
 EE0248
 EE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0248'3.4 MI NE FROM KENNESAW.
 EE0248'ABOUT 1.95 MILES NORTHEAST ALONG CHEROKEE STREET AND SHILOH
 EE0248'ROAD FROM THE FIRE STATION AT KENNESAW, THENCE 1.4 MILES NORTH
 EE0248'ALONG WADE GREEN ROAD, 123.0 FEET SOUTHEAST OF THE STATION MARK
 EE0248'DESCRIBED, 25 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 EE0248'ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 1 1/2
 EE0248'FEET NORTHEAST OF A POWER LINE POLE, 1.6 FEET SOUTHWEST OF A
 EE0248'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 EE0248'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 EE0248'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2463 ***********************************************************************
 CL2463  DESIGNATION -  AINSLEY ALUMINUM MUN TANK
 CL2463  PID         -  CL2463
 CL2463  STATE/COUNTY-  GA/BLECKLEY
 CL2463  USGS QUAD   -  WESTLAKE (1974)
 CL2463
 CL2463                         *CURRENT SURVEY CONTROL
 CL2463  ___________________________________________________________________
 CL2463* NAD 83(1994)-  32 27 21.80371(N)    083 28 03.38247(W)     ADJUSTED  
 CL2463* NAVD 88     -                                                        
 CL2463  ___________________________________________________________________
 CL2463  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CL2463  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CL2463
 CL2463  HORZ ORDER  -  THIRD
 CL2463
 CL2463.The horizontal coordinates were established by classical geodetic methods
 CL2463.and adjusted by the National Geodetic Survey in September 1997..
 CL2463
 CL2463
 CL2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2463
 CL2463.The geoid height was determined by GEOID03.
 CL2463
 CL2463;                    North         East     Units Scale Factor Converg.
 CL2463;SPC GA W     -   272,499.457   765,721.485   MT  0.99995325   +0 22 30.6
 CL2463;SPC GA W     -   894,025.30  2,512,204.57   sFT  0.99995325   +0 22 30.6
 CL2463;UTM  17      - 3,593,669.412   268,051.829   MT  1.00026348   -1 19 29.4
 CL2463
 CL2463                          SUPERSEDED SURVEY CONTROL
 CL2463
 CL2463  NAD 83(1986)-  32 27 21.80861(N)    083 28 03.37856(W) AD(       ) 4
 CL2463  NAD 27      -  32 27 21.26600(N)    083 28 03.72300(W) AD(       ) 3
 CL2463
 CL2463.Superseded values are not recommended for survey control.
 CL2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2463.See file dsdata.txt to determine how the superseded data were derived.
 CL2463
 CL2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR6805293669(NAD 83)
 CL2463_MARKER: 53 = ELEVATED TANK
 CL2463
 CL2463  HISTORY     - Date     Condition        Report By
 CL2463  HISTORY     - 1935     FIRST OBSERVED   CGS
 CL2463  HISTORY     - 1959     GOOD             CGS
 CL2463
 CL2463                          STATION DESCRIPTION
 CL2463
 CL2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2463'BALL ON TOP OF ALUMINUM MUNICIPAL WATER SUPPLY TANK AT AINSLEY.
 CL2463
 CL2463                          STATION RECOVERY (1959)
 CL2463
 CL2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 CL2463'INTERSECTION STATION RECOVERED WAS ELEVATED WATER TANK LOCATED IN
 CL2463'SMALL COMMUNITY OF AINSLEY.  TANK IS CYLINDRICAL IN SHAPE, ABOUT 135
 CL2463'FEET HIGH, SUPPORTED BY FOUR STEEL LEGS.  ENTIRE STRUCTURE IS PAINTED
 CL2463'ALUMINUM AND ACCORDING TO LOCAL INFORMATION WAS IN EXISTANCE IN
 CL2463'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1482 ***********************************************************************
 ED1482  DESIGNATION -  AIR LINE HART LOT
 ED1482  PID         -  ED1482
 ED1482  STATE/COUNTY-  GA/HART
 ED1482  USGS QUAD   -  ROYSTON (1959)
 ED1482
 ED1482                         *CURRENT SURVEY CONTROL
 ED1482  ___________________________________________________________________
 ED1482* NAD 83(1994)-  34 21 42.76690(N)    083 01 47.50360(W)     ADJUSTED  
 ED1482* NAVD 88     -                                                        
 ED1482  ___________________________________________________________________
 ED1482  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 ED1482  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ED1482
 ED1482  HORZ ORDER  -  THIRD
 ED1482
 ED1482.The horizontal coordinates were established by classical geodetic methods
 ED1482.and adjusted by the National Geodetic Survey in September 1997..
 ED1482
 ED1482
 ED1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1482
 ED1482.The geoid height was determined by GEOID03.
 ED1482
 ED1482;                    North         East     Units Scale Factor Converg.
 ED1482;SPC GA E     -   483,979.013   120,600.473   MT  0.99997768   -0 29 14.0
 ED1482;SPC GA E     - 1,587,854.48    395,670.05   sFT  0.99997768   -0 29 14.0
 ED1482;UTM  17      - 3,804,148.454   313,330.992   MT  1.00002953   -1 08 45.7
 ED1482
 ED1482                          SUPERSEDED SURVEY CONTROL
 ED1482
 ED1482  NAD 83(1986)-  34 21 42.77500(N)    083 01 47.50266(W) AD(       ) 4
 ED1482  NAD 27      -  34 21 42.40395(N)    083 01 47.98214(W) AD(       ) 3
 ED1482
 ED1482.Superseded values are not recommended for survey control.
 ED1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1482.See file dsdata.txt to determine how the superseded data were derived.
 ED1482
 ED1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1333104148(NAD 83)
 ED1482_MARKER: 57 = LOOKOUT TOWER
 ED1482
 ED1482  HISTORY     - Date     Condition        Report By
 ED1482  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1482
 ED1482                          STATION DESCRIPTION
 ED1482
 ED1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1482'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE AIR LINE
 ED1482'HART COUNTY GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT
 ED1482'IS A STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED SKELETON
 ED1482'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 90 FEET HIGH.
 ED1482'
 ED1482'LOCATED IN THE SOUTHEAST EDGE OF THE SMALL COMMUNITY OF AIR LINE,
 ED1482'ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 51 AND
 ED1482'COUNTY ROAD 183, AND 100 FEET SOUTH OF THE CENTERLINE OF STATE
 ED1482'HIGHWAY 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1125 ***********************************************************************
 DG1125  DESIGNATION -  AIRFORCE RM 1 USAF
 DG1125  PID         -  DG1125
 DG1125  STATE/COUNTY-  GA/COBB
 DG1125  USGS QUAD   -  MARIETTA (1992)
 DG1125
 DG1125                         *CURRENT SURVEY CONTROL
 DG1125  ___________________________________________________________________
 DG1125* NAD 83(1986)-  33 55 33.     (N)    084 31 43.     (W)     SCALED    
 DG1125* NAVD 88     -       337.82   (meters)    1108.3    (feet)  RESET     
 DG1125  ___________________________________________________________________
 DG1125  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG1125
 DG1125  VERT ORDER  -  THIRD
 DG1125
 DG1125.The horizontal coordinates were scaled from a topographic map and have
 DG1125.an estimated accuracy of +/- 6 seconds.
 DG1125
 DG1125.The orthometric height was computed from unverified reset data.
 DG1125
 DG1125.The geoid height was determined by GEOID03.
 DG1125
 DG1125;                    North         East    Units  Estimated Accuracy
 DG1125;SPC GA W     -   435,340.      666,540.      MT  (+/- 180 meters Scaled)
 DG1125
 DG1125                          SUPERSEDED SURVEY CONTROL
 DG1125
 DG1125.No superseded survey control is available for this station.
 DG1125
 DG1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC284566(NAD 83)
 DG1125_MARKER: DD = SURVEY DISK
 DG1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1125_SP_SET: CONCRETE LANDING
 DG1125_STAMPING: 1108.16 1
 DG1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1125
 DG1125  HISTORY     - Date     Condition        Report By
 DG1125  HISTORY     - UNK      MONUMENTED       DOD
 DG1125  HISTORY     - 1973     GOOD             NGS
 DG1125
 DG1125                          STATION DESCRIPTION
 DG1125
 DG1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG1125'2 MI SSE FROM MARIETTA.
 DG1125'AT THE LOCKHEED AIRCRAFT CORPORATION PLANT COMPLEX WHICH IS ON
 DG1125'DOBBINS AIRFORCE BASE, CEMENTED IN A DRILL HOLE FLUSH IN THE
 DG1125'SURFACE OF A CONCRETE TAXI STRIP, 75 FEET EAST OF THE WEST EDGE
 DG1125'OF THE TAXI STRIP AT SOUTH EDGE OF AIRPLANE PARKING RAMP, 74
 DG1125'FEET WEST OF THE EAST EDGE OF THE TAXI STRIP AT THE SOUTH EDGE
 DG1125'OF THE AIRPLANE PARKING RAMP AND 37.05 FEET WEST OF TRIANGULATION
 DG1125'STATION LOCKHEED 1962 REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1578 ***********************************************************************
 BT1578  DESIGNATION -  AIRPORT BCN ALBANY MUN APT
 BT1578  PID         -  BT1578
 BT1578  STATE/COUNTY-  GA/DOUGHERTY
 BT1578  USGS QUAD   -  ALBANY WEST (1988)
 BT1578
 BT1578                         *CURRENT SURVEY CONTROL
 BT1578  ___________________________________________________________________
 BT1578* NAD 83(1994)-  31 31 58.58202(N)    084 11 15.27036(W)     ADJUSTED  
 BT1578* NAVD 88     -                                                        
 BT1578  ___________________________________________________________________
 BT1578  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT1578  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1578
 BT1578  HORZ ORDER  -  THIRD
 BT1578
 BT1578.This mark is at Southwest Georgia Regional Airport (ABY)
 BT1578
 BT1578.The horizontal coordinates were established by classical geodetic methods
 BT1578.and adjusted by the National Geodetic Survey in September 1997..
 BT1578.No horizontal observational check was made to the station.
 BT1578
 BT1578
 BT1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1578
 BT1578.The geoid height was determined by GEOID03.
 BT1578
 BT1578;                    North         East     Units Scale Factor Converg.
 BT1578;SPC GA W     -   169,933.280   698,014.546   MT  0.99990005   -0 00 39.4
 BT1578;SPC GA W     -   557,522.77  2,290,069.39   sFT  0.99990005   -0 00 39.4
 BT1578;UTM  16      - 3,492,096.757   767,035.277   MT  1.00047959   +1 28 18.3
 BT1578
 BT1578                          SUPERSEDED SURVEY CONTROL
 BT1578
 BT1578  NAD 83(1986)-  31 31 58.58718(N)    084 11 15.27731(W) AD(       ) 4
 BT1578  NAD 27      -  31 31 57.95783(N)    084 11 15.60269(W) AD(       ) 3
 BT1578
 BT1578.Superseded values are not recommended for survey control.
 BT1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1578.See file dsdata.txt to determine how the superseded data were derived.
 BT1578
 BT1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6703592097(NAD 83)
 BT1578_MARKER: 21 = AIRPORT BEACON
 BT1578
 BT1578  HISTORY     - Date     Condition        Report By
 BT1578  HISTORY     - 1964     FIRST OBSERVED   CGS
 BT1578  HISTORY     - 19900630 GOOD             NGS
 BT1578
 BT1578                          STATION DESCRIPTION
 BT1578
 BT1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ILC)
 BT1578'THE STATION AIRPORT BEACON ALBANY MUNICIPAL AIRPORT, IS THE
 BT1578'WHITE AND GREEN ROTATING BEACON MOUNTED ATOP A FOUR LEGGED,
 BT1578'SELF-SUPPORTING STEEL TOWER THAT IS PAINTED ALTERNATELY RED
 BT1578'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 55 FEET AND
 BT1578'A WALK AROUND ON THE TOP OF THE TOWER.  IT IS 98 FEET EAST OF THE
 BT1578'SOUTHEAST CORNER OF THE SOUTH ONE OF THREE GRAY AIR SERVICE
 BT1578'HANGARS AND 4 FEET NORTH OF A 12 BY 12 FOOT CONCRETE BLOCK
 BT1578'BUILDING.  IT IS LOCATED AT THE ALBANY MUNICIPAL AIRPORT.
 BT1578
 BT1578                          STATION RECOVERY (1990)
 BT1578
 BT1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BT1578'THE STATION IS LOCATED 104 FT (31.7 M) SOUTHEAST OF THE SOUTHEAST
 BT1578'CORNER OF A HANGAR AND 21 FT (6.4 M) NORTHWEST OF CHAIN-LINK FENCE.
 BT1578'THE STATION IS MOUNTED ATOP A FOUR-LEGGED STEEL TOWER AND THE SPINDLE
 BT1578'OF THE BEACON WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2160 ***********************************************************************
 DF2160  DESIGNATION -  AIRPORT BCN ATHENS AIRPORT
 DF2160  PID         -  DF2160
 DF2160  STATE/COUNTY-  GA/CLARKE
 DF2160  USGS QUAD   -  ATHENS EAST (1998)
 DF2160
 DF2160                         *CURRENT SURVEY CONTROL
 DF2160  ___________________________________________________________________
 DF2160* NAD 83(1994)-  33 57 07.77513(N)    083 19 27.46476(W)     ADJUSTED  
 DF2160* NAVD 88     -                                                        
 DF2160  ___________________________________________________________________
 DF2160  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DF2160  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DF2160
 DF2160  HORZ ORDER  -  THIRD
 DF2160
 DF2160.This mark is at Athens/ben Epps Airport (AHN)
 DF2160
 DF2160.The horizontal coordinates were established by classical geodetic methods
 DF2160.and adjusted by the National Geodetic Survey in September 1997..
 DF2160
 DF2160
 DF2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2160
 DF2160.The geoid height was determined by GEOID03.
 DF2160
 DF2160;                    North         East     Units Scale Factor Converg.
 DF2160;SPC GA W     -   438,517.358   777,859.133   MT  0.99997471   +0 28 13.8
 DF2160;SPC GA W     - 1,438,702.37  2,552,026.17   sFT  0.99997471   +0 28 13.8
 DF2160;UTM  17      - 3,759,285.517   285,213.733   MT  1.00016874   -1 17 55.0
 DF2160
 DF2160                          SUPERSEDED SURVEY CONTROL
 DF2160
 DF2160  NAD 83(1986)-  33 57 07.78228(N)    083 19 27.46390(W) AD(       ) 4
 DF2160  NAD 27      -  33 57 07.36734(N)    083 19 27.90298(W) AD(       ) 3
 DF2160
 DF2160.Superseded values are not recommended for survey control.
 DF2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2160.See file dsdata.txt to determine how the superseded data were derived.
 DF2160
 DF2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8521459286(NAD 83)
 DF2160_MARKER: 21 = AIRPORT BEACON
 DF2160
 DF2160  HISTORY     - Date     Condition        Report By
 DF2160  HISTORY     - 1964     FIRST OBSERVED   CGS
 DF2160  HISTORY     - 1978     GOOD             NGS
 DF2160  HISTORY     - 19940630 GOOD             NGS
 DF2160
 DF2160                          STATION DESCRIPTION
 DF2160
 DF2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCL)
 DF2160'THE STATION IS THE TOP CENTER OF THE AIRPORT BEACON ATHENS AIRPORT
 DF2160'ROTATING LIGHT.  THE LIGHT IS ATOP A PLATFORM SUPPORTED BY A
 DF2160'FOUR-LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY RED AND
 DF2160'WHITE AND IS APPROXIMATELY 50 FEET HIGH.
 DF2160'
 DF2160'LOCATED 3.3 MILES EAST-SOUTHEAST OF THE CENTER OF ATHENS, AT THE
 DF2160'ATHENS MUNICIPAL AIRPORT, 195 FEET NORTHEAST OF THE CONTROL TOWER.
 DF2160
 DF2160                          STATION RECOVERY (1978)
 DF2160
 DF2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DF2160'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DF2160'
 DF2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2160'AT ATHENS MUNICIPAL AIRPORT.
 DF2160
 DF2160                          STATION RECOVERY (1994)
 DF2160
 DF2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DF2160'THE AIRPORT BEACON IS LOCATED ON THE ATHENS MUNICIPAL AIRPORT AT THE
 DF2160'TRAFFIC CIRCLE AS FOLLOWS, 137.5 FT (41.9 M) SE OF THE SE CORNER OF A
 DF2160'RED BRICK HOUSE, 253.0 FT (77.1 M) SW OF AN AIRCRAFT HANGAR, AND JUST
 DF2160'NORTH OF THE PARKING AREA WEST OF THE TERMINAL BUILDING.  THE BEACON
 DF2160'IS ON A FOUR-LEGGED STEEL TOWER, 55 FT (16.8 M) IN HIGHT, PAINTED
 DF2160'ALTERNATELY RED AND WHITE.  THE BEACON SHAFT WAS THE POINT
 DF2160'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2322 ***********************************************************************
 DF2322  DESIGNATION -  AIRPORT BCN BALDWIN CO APT
 DF2322  PID         -  DF2322
 DF2322  STATE/COUNTY-  GA/BALDWIN
 DF2322  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF2322
 DF2322                         *CURRENT SURVEY CONTROL
 DF2322  ___________________________________________________________________
 DF2322* NAD 83(1994)-  33 09 11.18812(N)    083 14 31.61774(W)     ADJUSTED  
 DF2322* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DF2322  ___________________________________________________________________
 DF2322  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DF2322  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF2322
 DF2322  HORZ ORDER  -  THIRD
 DF2322
 DF2322.This mark is at Baldwin County Airport (MLJ)
 DF2322
 DF2322.The horizontal coordinates were established by classical geodetic methods
 DF2322.and adjusted by the National Geodetic Survey in September 1997..
 DF2322
 DF2322.The orthometric height was scaled from a topographic map.
 DF2322
 DF2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2322
 DF2322.The geoid height was determined by GEOID03.
 DF2322
 DF2322;                    North         East     Units Scale Factor Converg.
 DF2322;SPC GA E     -   350,095.172    99,677.394   MT  1.00002405   -0 35 17.5
 DF2322;SPC GA E     - 1,148,603.91    327,024.92   sFT  1.00002405   -0 35 17.5
 DF2322;UTM  17      - 3,670,498.913   290,891.751   MT  1.00013915   -1 13 35.8
 DF2322
 DF2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2322!SPC GA E     -   0.99998645  x   1.00002405  =   1.00001050
 DF2322!UTM  17      -   0.99998645  x   1.00013915  =   1.00012560
 DF2322
 DF2322                          SUPERSEDED SURVEY CONTROL
 DF2322
 DF2322  NAD 83(1986)-  33 09 11.19155(N)    083 14 31.61752(W) AD(       ) 4
 DF2322  NAD 27      -  33 09 10.67868(N)    083 14 32.06285(W) AD(       ) 3
 DF2322
 DF2322.Superseded values are not recommended for survey control.
 DF2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2322.See file dsdata.txt to determine how the superseded data were derived.
 DF2322
 DF2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9089270499(NAD 83)
 DF2322_MARKER: 21 = AIRPORT BEACON
 DF2322
 DF2322  HISTORY     - Date     Condition        Report By
 DF2322  HISTORY     - 1976     FIRST OBSERVED   NGS
 DF2322
 DF2322                          STATION DESCRIPTION
 DF2322
 DF2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO)
 DF2322'THE STATION IS THE CENTER OF THE AXIS OF THE AIRPORT BEACON
 DF2322'BALDWIN COUNTY AIRPORT. IT IS A WHITE AND GREEN BEACON
 DF2322'SPOTLIGHT ON TOP OF A RED AND WHITE TOWER 60 FEET ABOVE
 DF2322'THE GROUND.
 DF2322'
 DF2322'IT IS LOCATED AT THE BALDWIN COUNTY AIRPORT, APPROXIMATELY
 DF2322'5 MILES NORTH OF MILLEDGEVILLE.
 DF2322'
 DF2322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 DF2322'STATE HIGHWAY 24, STATE HIGHWAY 22, COLUMBIA ROAD AND
 DF2322'MONTGOMERY STREET IN MILLEDGEVILLE, GO NORTH ALONG U.S.
 DF2322'HIGHWAY 441 AND STATE ROUTE 24 FOR 5.35 MILES TO THE JUNCTION
 DF2322'OF COUNTY ROAD 91792 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 DF2322'ALONG COUNTY ROAD 91792 FOR 0.7 MILE TO THE JUNCTION OF COUNTY
 DF2322'ROAD 91083 (SINCLAIR DAM ROAD), CONTINUE AHEAD ON COUNTY ROAD
 DF2322'91792 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 37 ON THE
 DF2322'LEFT, CONTINUE EAST ON COUNTY ROAD 9 FOR 0.7 MILE TO THE
 DF2322'JUNCTION OF COUNTY ROAD 29 ON THE RIGHT, CONTINUE EAST ON
 DF2322'COUNTY ROAD 9 FOR 0.2 MILE TO BV 005 205 1976 AZ MK.
 DF2322'CONTINUE EAST ON COUNTY ROAD 9 FOR 0.15 MILE TO THE STATION
 DF2322'ON THE RIGHT.
 DF2322'IT IS 100 FEET SOUTH OF A BLOCK BUILDING, 300
 DF2322'FEET WEST OF A METAL HANGER BUILDING AND 75 FEET SOUTH OF
 DF2322'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1795 ***********************************************************************
 EE1795  DESIGNATION -  AIRPORT BCN BARTOW CO APT
 EE1795  PID         -  EE1795
 EE1795  STATE/COUNTY-  GA/BARTOW
 EE1795  USGS QUAD   -  BURNT HICKORY RIDGE (1981)
 EE1795
 EE1795                         *CURRENT SURVEY CONTROL
 EE1795  ___________________________________________________________________
 EE1795* NAD 83(1994)-  34 07 23.00750(N)    084 51 01.09836(W)     ADJUSTED  
 EE1795* NAVD 88     -                                                        
 EE1795  ___________________________________________________________________
 EE1795  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EE1795  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE1795
 EE1795  HORZ ORDER  -  THIRD
 EE1795
 EE1795.This mark is at Cartersville Airport (VPC)
 EE1795
 EE1795.The horizontal coordinates were established by classical geodetic methods
 EE1795.and adjusted by the National Geodetic Survey in September 1997..
 EE1795.No horizontal observational check was made to the station.
 EE1795
 EE1795
 EE1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1795
 EE1795.The geoid height was determined by GEOID03.
 EE1795
 EE1795;                    North         East     Units Scale Factor Converg.
 EE1795;SPC GA W     -   457,363.359   636,939.177   MT  0.99994900   -0 23 00.7
 EE1795;SPC GA W     - 1,500,532.95  2,089,691.28   sFT  0.99994900   -0 23 00.7
 EE1795;UTM  16      - 3,777,887.400   698,250.319   MT  1.00008451   +1 12 22.7
 EE1795
 EE1795                          SUPERSEDED SURVEY CONTROL
 EE1795
 EE1795  NAD 83(1994)-  34 07 23.01208(N)    084 51 01.10015(W) AD(       ) 4
 EE1795  NAD 83(1986)-  34 07 23.01297(N)    084 51 01.09840(W) AD(       ) 4
 EE1795  NAD 27      -  34 07 22.66160(N)    084 51 01.31459(W) AD(       ) 3
 EE1795
 EE1795.Superseded values are not recommended for survey control.
 EE1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1795.See file dsdata.txt to determine how the superseded data were derived.
 EE1795
 EE1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9825077887(NAD 83)
 EE1795_MARKER: 21 = AIRPORT BEACON
 EE1795
 EE1795  HISTORY     - Date     Condition        Report By
 EE1795  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1795
 EE1795                          STATION DESCRIPTION
 EE1795
 EE1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1795'THE AIRPORT BEACON BARTOW COUNTY AIRPORT IS LOCATED 3-1/2 MILES
 EE1795'SOUTHWEST OF CARTERSVILLE, 3 MILES NORTH OF THE PAULDING COUNTY
 EE1795'LINE, ALONG STATE HIGHWAY 61.
 EE1795'
 EE1795'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARTERSVILLE, GO
 EE1795'SOUTHWESTERLY ON HIGHWAY 61 FOR 4 MILES TO ITS JUNCTION WITH
 EE1795'STATE HIGHWAY 113.  TURN LEFT AND GO SOUTH ON HIGHWAY 61 FOR 0.6
 EE1795'MILE TO THE AIRPORT AND STATION ON THE LEFT.
 EE1795'
 EE1795'THE STATION IS 130 FEET EAST OF THE CENTER OF HIGHWAY 61, AND 21
 EE1795'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTH 1 OF 2 HANGERS.
 EE1795'
 EE1795'THE STATION IS LOCATED ATOP A 50-FOOT HIGH METAL POLE, PAINTED RED
 EE1795'AND WHITE, A CIRCULAR PLATFORM WITH THE BEACON MOUNTED IN THE
 EE1795'CENTER.  THERE IS NO RED LIGHT AT THIS STATION.
 EE1795'
 EE1795'THE POINT INTERSECTED WAS THE CENTER OF THE GREEN-WHITE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1530 ***********************************************************************
 CM1530  DESIGNATION -  AIRPORT BCN BUTLER MUN APT
 CM1530  PID         -  CM1530
 CM1530  STATE/COUNTY-  GA/TAYLOR
 CM1530  USGS QUAD   -  BUTLER EAST (1971)
 CM1530
 CM1530                         *CURRENT SURVEY CONTROL
 CM1530  ___________________________________________________________________
 CM1530* NAD 83(1994)-  32 33 38.25120(N)    084 14 39.09343(W)     ADJUSTED  
 CM1530* NAVD 88     -                                                        
 CM1530  ___________________________________________________________________
 CM1530  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CM1530  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1530
 CM1530  HORZ ORDER  -  THIRD
 CM1530
 CM1530.This mark is at Butler Municipal Airport (6A1)
 CM1530
 CM1530.The horizontal coordinates were established by classical geodetic methods
 CM1530.and adjusted by the National Geodetic Survey in September 1997..
 CM1530
 CM1530
 CM1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1530
 CM1530.The geoid height was determined by GEOID03.
 CM1530
 CM1530;                    North         East     Units Scale Factor Converg.
 CM1530;SPC GA W     -   283,882.010   692,719.981   MT  0.99990065   -0 02 30.2
 CM1530;SPC GA W     -   931,369.56  2,272,698.80   sFT  0.99990065   -0 02 30.2
 CM1530;UTM  16      - 3,605,930.064   758,746.727   MT  1.00042565   +1 29 02.3
 CM1530
 CM1530                          SUPERSEDED SURVEY CONTROL
 CM1530
 CM1530  NAD 83(1986)-  32 33 38.25628(N)    084 14 39.09236(W) AD(       ) 4
 CM1530  NAD 27      -  32 33 37.73484(N)    084 14 39.39715(W) AD(       ) 3
 CM1530
 CM1530.Superseded values are not recommended for survey control.
 CM1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1530.See file dsdata.txt to determine how the superseded data were derived.
 CM1530
 CM1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5874705930(NAD 83)
 CM1530_MARKER: 21 = AIRPORT BEACON
 CM1530
 CM1530  HISTORY     - Date     Condition        Report By
 CM1530  HISTORY     - 1974     FIRST OBSERVED   NGS
 CM1530
 CM1530                          STATION DESCRIPTION
 CM1530
 CM1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1530'THE AIRPORT BEACON BUTLER TAYLOR COUNTY MUNICIPAL AIRPORT IS
 CM1530'LOCATED 0.5 MILE NORTHWEST OF BUTLER.
 CM1530'
 CM1530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 CM1530'STATE HIGHWAYS 137 AND 96.  GO NORTH ON 19 FOR 0.2 MILE TO A
 CM1530'SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.3 MILE TO END OF ROAD
 CM1530'AND AIRPORT PARKING LOT.  THE BEACON IS LOCATED ABOUT 100 FEET
 CM1530'SOUTHWEST OF THE PARKING LOT.
 CM1530'
 CM1530'THE STATION IS A GREEN AND WHITE REVOLVING LIGHT ON TOP OF A
 CM1530'FOUR LEGGED RED AND WHITE STEEL TOWER THAT IS ABOUT 55 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2093 ***********************************************************************
 CM2093  DESIGNATION -  AIRPORT BCN COLUMBUS MUN APT
 CM2093  PID         -  CM2093
 CM2093  STATE/COUNTY-  GA/MUSCOGEE
 CM2093  USGS QUAD   -  FORTSON (1985)
 CM2093
 CM2093                         *CURRENT SURVEY CONTROL
 CM2093  ___________________________________________________________________
 CM2093* NAD 83(1994)-  32 31 02.46161(N)    084 56 27.45452(W)     ADJUSTED  
 CM2093* NAVD 88     -                                                        
 CM2093  ___________________________________________________________________
 CM2093  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CM2093  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CM2093
 CM2093  HORZ ORDER  -  THIRD
 CM2093
 CM2093.This mark is at Columbus Metropolitan Airport (CSG)
 CM2093
 CM2093.The horizontal coordinates were established by classical geodetic methods
 CM2093.and adjusted by the National Geodetic Survey in September 1997..
 CM2093
 CM2093
 CM2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2093
 CM2093.The geoid height was determined by GEOID03.
 CM2093
 CM2093;                    North         East     Units Scale Factor Converg.
 CM2093;SPC GA W     -   279,345.053   627,254.767   MT  0.99996523   -0 24 58.5
 CM2093;SPC GA W     -   916,484.56  2,057,918.35   sFT  0.99996523   -0 24 58.5
 CM2093;UTM  16      - 3,599,651.039   693,405.108   MT  1.00006127   +1 06 25.9
 CM2093
 CM2093                          SUPERSEDED SURVEY CONTROL
 CM2093
 CM2093  NAD 83(1994)-  32 31 02.46445(N)    084 56 27.45314(W) AD(       ) 4
 CM2093  NAD 83(1986)-  32 31 02.46718(N)    084 56 27.45387(W) AD(       ) 4
 CM2093  NAD 27      -  32 31 01.96238(N)    084 56 27.70341(W) AD(       ) 3
 CM2093
 CM2093.Superseded values are not recommended for survey control.
 CM2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2093.See file dsdata.txt to determine how the superseded data were derived.
 CM2093
 CM2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9340599651(NAD 83)
 CM2093_MARKER: 21 = AIRPORT BEACON
 CM2093
 CM2093  HISTORY     - Date     Condition        Report By
 CM2093  HISTORY     - 1963     FIRST OBSERVED   CGS
 CM2093  HISTORY     - 1982     GOOD             NGS
 CM2093  HISTORY     - 19910630 GOOD             NGS
 CM2093
 CM2093                          STATION DESCRIPTION
 CM2093
 CM2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LHW)
 CM2093'THE AIRPORT BEACON COLUMBUS MUNICIPAL AIRPORT (FORMERLY MUSCOGEE
 CM2093'COUNTY AIRPORT) IS LOCATED 6.5 MILES SOUTH OF THE HARRIS COUNTY
 CM2093'LINE AND 4.5 MILES NORTH-NORTHEAST OF DOWNTOWN COLUMBUS.
 CM2093'
 CM2093'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27
 CM2093'ALTERNATE, 80 AND STATE HIGHWAY 1 IN THE NORTHEAST SECTION OF
 CM2093'COLUMBUS, GO NORTHWEST ON HIGHWAY 1 FOR 0.8 MILE TO EXIT 6.  TURN
 CM2093'RIGHT AND GO NORTHEAST ON AIRPORT THRUWAY FOR 0.7 MILE TO THE
 CM2093'AIRPORT ENTRANCE.  TURN RIGHT AND GO 0.2 MILE TO THE TERMINAL AND
 CM2093'THE STATION.
 CM2093'
 CM2093'THE STATION IS THE CENTER OF THE WHITE/GREEN BEACON LIGHT
 CM2093'SITUATED ON TOP OF THE CONTROL TOWER, ABOUT 45 FEET HIGH.
 CM2093
 CM2093                          STATION RECOVERY (1982)
 CM2093
 CM2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 CM2093'RECOVERED AS DESCRIBED.
 CM2093'
 CM2093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLUMBUS
 CM2093'METROPOLITAN AIRPORT.
 CM2093
 CM2093                          STATION RECOVERY (1991)
 CM2093
 CM2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CM2093'LOCATED AT COLUMBUS METROPOLITAN AIRPORT, COLUMBUS, GEORGIA.  STATION
 CM2093'IS THE ROTATING BEACON ATOP AND CENTERED ON THE CONTROL TOWER.  THE
 CM2093'SHAFT UNDER THE BEACON WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1905 ***********************************************************************
 EE1905  DESIGNATION -  AIRPORT BCN DALTON MUN AIRPORT
 EE1905  PID         -  EE1905
 EE1905  STATE/COUNTY-  GA/WHITFIELD
 EE1905  USGS QUAD   -  CALHOUN NE (1985)
 EE1905
 EE1905                         *CURRENT SURVEY CONTROL
 EE1905  ___________________________________________________________________
 EE1905* NAD 83(1994)-  34 43 17.48510(N)    084 52 20.41883(W)     ADJUSTED  
 EE1905* NAVD 88     -                                                        
 EE1905  ___________________________________________________________________
 EE1905  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 EE1905  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE1905
 EE1905  HORZ ORDER  -  THIRD
 EE1905
 EE1905.This mark is at Dalton Municipal Airport (DNN)
 EE1905
 EE1905.The horizontal coordinates were established by classical geodetic methods
 EE1905.and adjusted by the National Geodetic Survey in September 1997..
 EE1905
 EE1905
 EE1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1905
 EE1905.The geoid height was determined by GEOID03.
 EE1905
 EE1905;                    North         East     Units Scale Factor Converg.
 EE1905;SPC GA W     -   523,760.234   635,368.904   MT  0.99995147   -0 24 07.0
 EE1905;SPC GA W     - 1,718,370.03  2,084,539.48   sFT  0.99995147   -0 24 07.0
 EE1905;UTM  16      - 3,844,222.774   694,823.953   MT  1.00006785   +1 12 44.2
 EE1905
 EE1905                          SUPERSEDED SURVEY CONTROL
 EE1905
 EE1905  NAD 83(1994)-  34 43 17.48852(N)    084 52 20.42333(W) AD(       ) 4
 EE1905  NAD 83(1986)-  34 43 17.48932(N)    084 52 20.42286(W) AD(       ) 4
 EE1905  NAD 27      -  34 43 17.19578(N)    084 52 20.63416(W) AD(       ) 3
 EE1905
 EE1905.Superseded values are not recommended for survey control.
 EE1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1905.See file dsdata.txt to determine how the superseded data were derived.
 EE1905
 EE1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9482444223(NAD 83)
 EE1905_MARKER: 21 = AIRPORT BEACON
 EE1905
 EE1905  HISTORY     - Date     Condition        Report By
 EE1905  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1905
 EE1905                          STATION DESCRIPTION
 EE1905
 EE1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1905'THE DALTON MUNICIPAL AIRPORT BEACON IS LOCATED ABOUT 7 MILES
 EE1905'SOUTHEAST OF DALTON, 6.5 MILES SOUTHWEST OF CHATSWORTH, AND 4.25
 EE1905'MILES SOUTH OF U.S. HIGHWAY 76.
 EE1905'
 EE1905'TO REACH THE BEACON FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 EE1905'ROUTES 52 AND 71, GO SOUTH FOR 0.1 MILE THENCE EAST ON HIGHWAY 76
 EE1905'AND ROUTE 52 FOR 2 MILES TO A ROAD INTERSECTION.  TURN RIGHT AND GO
 EE1905'SOUTHEAST ON A PAVED ROAD FOR 4.7 MILES TO THE BEACON ON THE LEFT.
 EE1905'
 EE1905'THE STATION IS THE REVOLVING GREEN AND WHITE LIGHT WHICH IS AT THE
 EE1905'TOP OF A SINGLE TUBULAR STEEL COLUMN WHICH IS PAINTED IN ALTERNATING
 EE1905'BANDS OF RED AND WHITE.  THE OVERALL HEIGHT IS ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1649 ***********************************************************************
 BT1649  DESIGNATION -  AIRPORT BCN DAWSON MUN APT
 BT1649  PID         -  BT1649
 BT1649  STATE/COUNTY-  GA/TERRELL
 BT1649  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1649
 BT1649                         *CURRENT SURVEY CONTROL
 BT1649  ___________________________________________________________________
 BT1649* NAD 83(1994)-  31 44 41.86733(N)    084 25 11.05179(W)     ADJUSTED  
 BT1649* NAVD 88     -                                                        
 BT1649  ___________________________________________________________________
 BT1649  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BT1649  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1649
 BT1649  HORZ ORDER  -  THIRD
 BT1649
 BT1649.This mark is at Dawson Municipal Airport (16J)
 BT1649
 BT1649.The horizontal coordinates were established by classical geodetic methods
 BT1649.and adjusted by the National Geodetic Survey in September 1997..
 BT1649
 BT1649
 BT1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1649
 BT1649.The geoid height was determined by GEOID03.
 BT1649
 BT1649;                    North         East     Units Scale Factor Converg.
 BT1649;SPC GA W     -   193,467.896   676,023.034   MT  0.99990709   -0 07 59.3
 BT1649;SPC GA W     -   634,735.92  2,217,918.90   sFT  0.99990709   -0 07 59.3
 BT1649;UTM  16      - 3,515,064.335   744,429.026   MT  1.00033692   +1 21 29.7
 BT1649
 BT1649                          SUPERSEDED SURVEY CONTROL
 BT1649
 BT1649  NAD 83(1986)-  31 44 41.87300(N)    084 25 11.05512(W) AD(       ) 4
 BT1649  NAD 27      -  31 44 41.27720(N)    084 25 11.36314(W) AD(       ) 3
 BT1649
 BT1649.Superseded values are not recommended for survey control.
 BT1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1649.See file dsdata.txt to determine how the superseded data were derived.
 BT1649
 BT1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4442915064(NAD 83)
 BT1649_MARKER: 21 = AIRPORT BEACON
 BT1649
 BT1649  HISTORY     - Date     Condition        Report By
 BT1649  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1649
 BT1649                          STATION DESCRIPTION
 BT1649
 BT1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1649'THE STATION, AIRPORT BEACON DAWSON MUNICIPAL AIRPORT, IS THE
 BT1649'WHITE AND GREEN ROTATING BEACON MOUNTED ATOP A POLE THAT IS
 BT1649'30 FEET HIGH.  IT IS 11.7 FEET NORTH OF THE NORTHWEST CORNER OF
 BT1649'THE AIRPORT OFFICE AND 26.7 FEET WEST OF THE NORTHEAST CORNER OF
 BT1649'THE OFFICE.
 BT1649'
 BT1649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 BT1649'STATE HIGHWAY 55 AT THE SOUTHEAST SIDE OF DAWSON GO EAST AND
 BT1649'SOUTHEAST ON U.S. HIGHWAY 82 FOR 2.25 MILES TO A SIDE ROAD ON
 BT1649'THE RIGHT, TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.15 MILE
 BT1649'TO THE AIRPORT OFFICE AND THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1865 ***********************************************************************
 CL1865  DESIGNATION -  AIRPORT BCN EMANUEL CO APT
 CL1865  PID         -  CL1865
 CL1865  STATE/COUNTY-  GA/EMANUEL
 CL1865  USGS QUAD   -  SWAINSBORO (1971)
 CL1865
 CL1865                         *CURRENT SURVEY CONTROL
 CL1865  ___________________________________________________________________
 CL1865* NAD 83(1994)-  32 36 29.63887(N)    082 21 56.70164(W)     ADJUSTED  
 CL1865* NAVD 88     -                                                        
 CL1865  ___________________________________________________________________
 CL1865  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CL1865  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL1865
 CL1865  HORZ ORDER  -  THIRD
 CL1865
 CL1865.This mark is at Emanuel County Airport (SBO)
 CL1865
 CL1865.The horizontal coordinates were established by classical geodetic methods
 CL1865.and adjusted by the National Geodetic Survey in September 1997..
 CL1865
 CL1865
 CL1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1865
 CL1865.The geoid height was determined by GEOID03.
 CL1865
 CL1865;                    North         East     Units Scale Factor Converg.
 CL1865;SPC GA E     -   289,175.878   181,315.045   MT  0.99990430   -0 06 26.2
 CL1865;SPC GA E     -   948,737.86    594,864.44   sFT  0.99990430   -0 06 26.2
 CL1865;UTM  17      - 3,608,680.142   371,851.299   MT  0.99980250   -0 44 09.9
 CL1865
 CL1865                          SUPERSEDED SURVEY CONTROL
 CL1865
 CL1865  NAD 83(1986)-  32 36 29.64392(N)    082 21 56.70432(W) AD(       ) 4
 CL1865  NAD 27      -  32 36 29.05826(N)    082 21 57.24417(W) AD(       ) 3
 CL1865
 CL1865.Superseded values are not recommended for survey control.
 CL1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1865.See file dsdata.txt to determine how the superseded data were derived.
 CL1865
 CL1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7185108680(NAD 83)
 CL1865_MARKER: 21 = AIRPORT BEACON
 CL1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1865
 CL1865  HISTORY     - Date     Condition        Report By
 CL1865  HISTORY     - 1979     FIRST OBSERVED   NGS
 CL1865
 CL1865                          STATION DESCRIPTION
 CL1865
 CL1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1865'THE STATION IS THE TOP CENTER OF THE AIRPORT BEACON EMANUEL
 CL1865'COUNTY AIRPORT.
 CL1865'IT IS GRAY IN COLOR, SUPPORTED BY 4 STEEL LEGS, SQUARE
 CL1865'AT THE BOTTOM AND TAPERING TOWARDS THE TOP, WITH A ROATING
 CL1865'BEACON LIGHT
 CL1865'THAT IS HOUSED BY A SQUARE PLATFORM NEAR THE TOP.  IT IS
 CL1865'ABOUT 75 FEET HIGH, LOCATED AT THE EMANUEL COUNTY AIRPORT AT
 CL1865'SWAINSBORO, GEORGIA AND IS ON AIRPORT PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3213 ***********************************************************************
 DG3213  DESIGNATION -  AIRPORT BCN FULTON CO APT
 DG3213  PID         -  DG3213
 DG3213  STATE/COUNTY-  GA/FULTON
 DG3213  USGS QUAD   -  MABLETON (1992)
 DG3213
 DG3213                         *CURRENT SURVEY CONTROL
 DG3213  ___________________________________________________________________
 DG3213* NAD 83(1994)-  33 46 25.39286(N)    084 31 02.68052(W)     ADJUSTED  
 DG3213* NAVD 88     -                                                        
 DG3213  ___________________________________________________________________
 DG3213  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DG3213  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG3213
 DG3213  HORZ ORDER  -  THIRD
 DG3213
 DG3213.This mark is at Fulton County-Brown Field Airport (FTY)
 DG3213
 DG3213.The horizontal coordinates were established by classical geodetic methods
 DG3213.and adjusted by the National Geodetic Survey in September 1997..
 DG3213.No horizontal observational check was made to the station.
 DG3213
 DG3213
 DG3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3213
 DG3213.The geoid height was determined by GEOID03.
 DG3213
 DG3213;                    North         East     Units Scale Factor Converg.
 DG3213;SPC GA W     -   418,462.447   667,514.040   MT  0.99991301   -0 11 41.9
 DG3213;SPC GA W     - 1,372,905.54  2,190,002.31   sFT  0.99991301   -0 11 41.9
 DG3213;UTM  16      - 3,739,836.823   729,895.493   MT  1.00025160   +1 22 50.6
 DG3213
 DG3213                          SUPERSEDED SURVEY CONTROL
 DG3213
 DG3213  NAD 83(1994)-  33 46 25.40047(N)    084 31 02.68132(W) AD(       ) 4
 DG3213  NAD 83(1986)-  33 46 25.40057(N)    084 31 02.68108(W) AD(       ) 4
 DG3213  NAD 27      -  33 46 25.02049(N)    084 31 02.93039(W) AD(       ) 3
 DG3213
 DG3213.Superseded values are not recommended for survey control.
 DG3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3213.See file dsdata.txt to determine how the superseded data were derived.
 DG3213
 DG3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2989539837(NAD 83)
 DG3213_MARKER: 21 = AIRPORT BEACON
 DG3213
 DG3213  HISTORY     - Date     Condition        Report By
 DG3213  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3213  HISTORY     - 19921201 GOOD             NGS
 DG3213
 DG3213                          STATION DESCRIPTION
 DG3213
 DG3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG3213'THE STATION IS THE SHAFT OF THE FULTON COUNTY AIRPORT BEACON.  IT
 DG3213'IS A WHITE AND GREEN ROTATING LIGHT ATOP A FOUR LEGGED,
 DG3213'SKELETON STEEL TOWER, PAINTED ALTERNATELY RED AND WHITE AND IS
 DG3213'APPROXIMATELY 60 FEET HIGH.
 DG3213'
 DG3213'STATION IS LOCATED NEAR THE ENTRANCE OF THE FULTON COUNTY AIRPORT,
 DG3213'0.5 MILE NORTH OF INTERSTATE 20, 0.1 MILE WEST OF FULTON INDUSTRIAL
 DG3213'BOULEVARD AND 112 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD
 DG3213'TO THE AIRPORT.
 DG3213
 DG3213                          STATION RECOVERY (1992)
 DG3213
 DG3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DRM)
 DG3213'THIS INTERSECTION STATION IS LOCATED IN THE EASTERN SECTION OF THE
 DG3213'FULTON COUNTY AIRPORT, NEAR THE MAIN ENTRANCE TO THE AIRPORT AND ON
 DG3213'THE HIGHEST PART OF THE HILL.  IT IS 97 FEET (29.6 M) SOUTHWEST OF THE
 DG3213'ENTRANCE ROAD AND 16 FEET (4.9 M) WEST OF THE FENCE AROUND THE REMOTE
 DG3213'SITE.  A STANDARD DOUBLE ENDED BEACON MOUNTED ON A 4-LEGGED STEEL
 DG3213'TOWER THAT IS ABOUT 80 FEET (24.4 M) HIGH AND IS PAINTED IN ALTERNATE
 DG3213'SECTIONS OF RED AND GRAY, THE PAINT HAS ALMOST FADED AWAY, THE BEACON
 DG3213'FLASHES GREEN AND CLEAR, THE POINT INTERSECTED WAS THE SPINDLE AT THE
 DG3213'BASE OF THE BEACON.  THE BEACON IS NOT DIRECTLY CENTERED ON THE TOWER,
 DG3213'IT IS SLIGHTLY TO THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1797 ***********************************************************************
 ED1797  DESIGNATION -  AIRPORT BCN GAINESVILLE APT
 ED1797  PID         -  ED1797
 ED1797  STATE/COUNTY-  GA/HALL
 ED1797  USGS QUAD   -  GAINESVILLE (1985)
 ED1797
 ED1797                         *CURRENT SURVEY CONTROL
 ED1797  ___________________________________________________________________
 ED1797* NAD 83(1994)-  34 16 35.66266(N)    083 49 52.69055(W)     ADJUSTED  
 ED1797* NAVD 88     -                                                        
 ED1797  ___________________________________________________________________
 ED1797  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ED1797  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 ED1797
 ED1797  HORZ ORDER  -  THIRD
 ED1797
 ED1797.This mark is at Lee Gilmer Mem Airport (GVL)
 ED1797
 ED1797.The horizontal coordinates were established by classical geodetic methods
 ED1797.and adjusted by the National Geodetic Survey in September 1997..
 ED1797
 ED1797
 ED1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1797
 ED1797.The geoid height was determined by GEOID03.
 ED1797
 ED1797;                    North         East     Units Scale Factor Converg.
 ED1797;SPC GA W     -   474,230.341   730,878.711   MT  0.99991175   +0 11 19.9
 ED1797;SPC GA W     - 1,555,870.71  2,397,891.24   sFT  0.99991175   +0 11 19.9
 ED1797;UTM  17      - 3,796,451.319   239,346.649   MT  1.00043755   -1 35 43.6
 ED1797
 ED1797                          SUPERSEDED SURVEY CONTROL
 ED1797
 ED1797  NAD 83(1986)-  34 16 35.66936(N)    083 49 52.69076(W) AD(       ) 4
 ED1797  NAD 27      -  34 16 35.29641(N)    083 49 53.05575(W) AD(       ) 3
 ED1797
 ED1797.Superseded values are not recommended for survey control.
 ED1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1797.See file dsdata.txt to determine how the superseded data were derived.
 ED1797
 ED1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3934796451(NAD 83)
 ED1797_MARKER: 21 = AIRPORT BEACON
 ED1797
 ED1797  HISTORY     - Date     Condition        Report By
 ED1797  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1797
 ED1797                          STATION DESCRIPTION
 ED1797
 ED1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HR)
 ED1797'THE STATION IS AIRPORT BEACON GAINESVILLE AIRPORT.  IT IS THE RED
 ED1797'LIGHT ON TOP CENTER OF A WHITE AND GREEN REVOLVING BEACON LIGHT
 ED1797'ON TOP OF AN ALTERNATELY RED AND WHITE STEEL TOWER APPROXIMATELY
 ED1797'55 FEET ABOVE THE SURFACE OF THE GROUND ON THE PROPERTY OF THE
 ED1797'GAINESVILLE AIRPORT OWNED BY THE CITY OF GAINESVILLE.  TO REACH
 ED1797'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE ROUTE
 ED1797'365) AND STATE ROUTE 60 LOCATED APPROXIMATELY 2-1/4 MILES
 ED1797'SOUTH-SOUTHEAST OF GAINESVILLE, GO NORTHWEST ALONG STATE ROUTE 60
 ED1797'FOR 0.9 MILE TO THE JUNCTION OF AIRPORT BOULEVARD TO THE LEFT.
 ED1797'TURN LEFT GOING WESTERLY ALONG AIRPORT BOULEVARD FOR 0.55 MILE
 ED1797'TO THE STATION ON THE LEFT.  IT IS LOCATED APPROXIMATELY 30
 ED1797'YARDS SOUTHEAST OF THE CENTERLINE OF AIRPORT BOULEVARD, 25
 ED1797'YARDS SOUTHWEST OF THE SOUTH WEST SIDE OF AIRPORT BUILDING 5
 ED1797'(WEST HANGAR), AND 55 YARDS NORTHWEST OF THE NORTHWEST SIDE OF
 ED1797'AN OLD BRICK HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2933 ***********************************************************************
 DG2933  DESIGNATION -  AIRPORT BCN GRIFFIN MUN APT
 DG2933  PID         -  DG2933
 DG2933  STATE/COUNTY-  GA/SPAULDING
 DG2933  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG2933
 DG2933                         *CURRENT SURVEY CONTROL
 DG2933  ___________________________________________________________________
 DG2933* NAD 83(1994)-  33 13 28.26492(N)    084 16 14.18523(W)     ADJUSTED  
 DG2933* NAVD 88     -                                                        
 DG2933  ___________________________________________________________________
 DG2933  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DG2933  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DG2933
 DG2933  HORZ ORDER  -  THIRD
 DG2933
 DG2933.This mark is at Griffin-Spalding County Airport (6A2)
 DG2933
 DG2933.The horizontal coordinates were established by classical geodetic methods
 DG2933.and adjusted by the National Geodetic Survey in September 1997..
 DG2933
 DG2933
 DG2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2933
 DG2933.The geoid height was determined by GEOID03.
 DG2933
 DG2933;                    North         East     Units Scale Factor Converg.
 DG2933;SPC GA W     -   357,504.206   690,312.084   MT  0.99990116   -0 03 25.0
 DG2933;SPC GA W     - 1,172,911.72  2,264,798.90   sFT  0.99990116   -0 03 25.0
 DG2933;UTM  16      - 3,679,498.558   754,359.528   MT  1.00039777   +1 29 46.7
 DG2933
 DG2933                          SUPERSEDED SURVEY CONTROL
 DG2933
 DG2933  NAD 83(1986)-  33 13 28.27119(N)    084 16 14.18503(W) AD(       ) 4
 DG2933  NAD 27      -  33 13 27.83304(N)    084 16 14.47609(W) AD(       ) 3
 DG2933
 DG2933.Superseded values are not recommended for survey control.
 DG2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2933.See file dsdata.txt to determine how the superseded data were derived.
 DG2933
 DG2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5436079499(NAD 83)
 DG2933_MARKER: 21 = AIRPORT BEACON
 DG2933
 DG2933  HISTORY     - Date     Condition        Report By
 DG2933  HISTORY     - 1974     FIRST OBSERVED   NGS
 DG2933
 DG2933                          STATION DESCRIPTION
 DG2933
 DG2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 DG2933'THE AIRPORT BEACON GRIFFIN MUNICIPAL AIRPORT IS LOCATED ABOUT 2
 DG2933'MILES SOUTH-SOUTHWEST OF THE CENTER OF GRIFFIN AND ON PROPERTY
 DG2933'OWNED BY THE CITY OF GRIFFIN.
 DG2933'
 DG2933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 DG2933'41 AND U.S. HIGHWAYS 19 AND 41 BUSINESS, JUST SOUTHWEST OF GRIFFIN,
 DG2933'GO NORTHEASTERLY ON HIGHWAYS 19 AND 41 BUSINESS FOR 2.4 MILES TO A
 DG2933'SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON A PAVED ROAD FOR
 DG2933'0.1 MILE TO THE BEACON ON THE LEFT.
 DG2933'
 DG2933'THE STATION IS A BEACON LIGHT AFFIXED TO THE TOP OF A 3 LEGGED
 DG2933'STEEL TOWER THAT HAS AN OVER-ALL HEIGHT OF ABOUT 25 FEET.  THE
 DG2933'BEACON FLASHES ALTERNATE GREEN AND WHITE.
 DG2933'
 DG2933'THE POINT INTERSECTED WAS THE CENTER OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1699 ***********************************************************************
 ED1699  DESIGNATION -  AIRPORT BCN JACKSON APT
 ED1699  PID         -  ED1699
 ED1699  STATE/COUNTY-  GA/JACKSON
 ED1699  USGS QUAD   -  APPLE VALLEY (1976)
 ED1699
 ED1699                         *CURRENT SURVEY CONTROL
 ED1699  ___________________________________________________________________
 ED1699* NAD 83(1994)-  34 10 17.51122(N)    083 33 29.84632(W)     ADJUSTED  
 ED1699* NAVD 88     -                                                        
 ED1699  ___________________________________________________________________
 ED1699  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ED1699  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 ED1699
 ED1699  HORZ ORDER  -  THIRD
 ED1699
 ED1699.This mark is at Jackson County Airport (19A)
 ED1699
 ED1699.The horizontal coordinates were established by classical geodetic methods
 ED1699.and adjusted by the National Geodetic Survey in September 1997..
 ED1699
 ED1699
 ED1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1699
 ED1699.The geoid height was determined by GEOID03.
 ED1699
 ED1699;                    North         East     Units Scale Factor Converg.
 ED1699;SPC GA W     -   462,695.920   756,086.247   MT  0.99993876   +0 20 30.2
 ED1699;SPC GA W     - 1,518,028.20  2,480,592.96   sFT  0.99993876   +0 20 30.2
 ED1699;UTM  17      - 3,784,133.312   264,194.188   MT  1.00028548   -1 26 15.3
 ED1699
 ED1699                          SUPERSEDED SURVEY CONTROL
 ED1699
 ED1699  NAD 83(1986)-  34 10 17.51835(N)    083 33 29.84536(W) AD(       ) 4
 ED1699  NAD 27      -  34 10 17.12652(N)    083 33 30.26026(W) AD(       ) 3
 ED1699
 ED1699.Superseded values are not recommended for survey control.
 ED1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1699.See file dsdata.txt to determine how the superseded data were derived.
 ED1699
 ED1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6419484133(NAD 83)
 ED1699_MARKER: 21 = AIRPORT BEACON
 ED1699
 ED1699  HISTORY     - Date     Condition        Report By
 ED1699  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1699
 ED1699                          STATION DESCRIPTION
 ED1699
 ED1699'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1775 ***********************************************************************
 EE1775  DESIGNATION -  AIRPORT BCN MCCOLLUM APT
 EE1775  PID         -  EE1775
 EE1775  STATE/COUNTY-  GA/COBB
 EE1775  USGS QUAD   -  KENNESAW (1992)
 EE1775
 EE1775                         *CURRENT SURVEY CONTROL
 EE1775  ___________________________________________________________________
 EE1775* NAD 83(1994)-  34 00 56.37023(N)    084 36 12.38402(W)     ADJUSTED  
 EE1775* NAVD 88     -                                                        
 EE1775  ___________________________________________________________________
 EE1775  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EE1775  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE1775
 EE1775  HORZ ORDER  -  THIRD
 EE1775
 EE1775.This mark is at Cobb Co-Mccollum Field Airport (RYY)
 EE1775
 EE1775.The horizontal coordinates were established by classical geodetic methods
 EE1775.and adjusted by the National Geodetic Survey in September 1997..
 EE1775
 EE1775
 EE1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1775
 EE1775.The geoid height was determined by GEOID03.
 EE1775
 EE1775;                    North         East     Units Scale Factor Converg.
 EE1775;SPC GA W     -   445,326.401   659,660.081   MT  0.99992005   -0 14 39.6
 EE1775;SPC GA W     - 1,461,041.70  2,164,234.78   sFT  0.99992005   -0 14 39.6
 EE1775;UTM  16      - 3,766,482.201   721,300.838   MT  1.00020375   +1 20 28.4
 EE1775
 EE1775                          SUPERSEDED SURVEY CONTROL
 EE1775
 EE1775  NAD 83(1994)-  34 00 56.37624(N)    084 36 12.38534(W) AD(       ) 4
 EE1775  NAD 83(1986)-  34 00 56.37618(N)    084 36 12.38477(W) AD(       ) 4
 EE1775  NAD 27      -  34 00 56.01650(N)    084 36 12.62201(W) AD(       ) 3
 EE1775
 EE1775.Superseded values are not recommended for survey control.
 EE1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1775.See file dsdata.txt to determine how the superseded data were derived.
 EE1775
 EE1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2130166482(NAD 83)
 EE1775_MARKER: 21 = AIRPORT BEACON
 EE1775
 EE1775  HISTORY     - Date     Condition        Report By
 EE1775  HISTORY     - 1973     FIRST OBSERVED   NGS
 EE1775
 EE1775                          STATION DESCRIPTION
 EE1775
 EE1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 EE1775'THE MC COLLUM AIRPORT BEACON IS LOCATED ABOUT 1 MILE SOUTH EAST OF
 EE1775'KENNESAW AND 0.5 MILE EAST OF U.S. HIGHWAY 41.
 EE1775'
 EE1775'THE STATION IS A GREEN AND WHITE ROTATING BEACON ATOP A SINGLE
 EE1775'COLUMN TUBULAR STEEL SUPPORT ANCHORED TO A CONCRETE FOOTING AND
 EE1775'HAS A SINGLE RED LIGHT ATTACHED TO THE RAILING WHICH SURROUNDS THE
 EE1775'BEACON.  IT IS AT THE NORTH EDGE OF THE MAIN OFFICE BUILDING.  THE
 EE1775'OVERALL HEIGHT IS ABOUT 56 FEET.
 EE1775'
 EE1775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTES
 EE1775'3 AND 293.  GO NORTH-NORTHEAST ON ROUTES 3 AND 293 FOR 0.85 MILE
 EE1775'TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR
 EE1775'0.3 MILE TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT AND THE
 EE1775'BEACON ABOUT 0.05 MILE TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2039 ***********************************************************************
 BT2039  DESIGNATION -  AIRPORT BCN RANDOLPH CO APT
 BT2039  PID         -  BT2039
 BT2039  STATE/COUNTY-  GA/RANDOLPH
 BT2039  USGS QUAD   -  CARNEGIE (1973)
 BT2039
 BT2039                         *CURRENT SURVEY CONTROL
 BT2039  ___________________________________________________________________
 BT2039* NAD 83(1994)-  31 42 07.45965(N)    084 49 31.27980(W)     ADJUSTED  
 BT2039* NAVD 88     -                                                        
 BT2039  ___________________________________________________________________
 BT2039  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BT2039  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BT2039
 BT2039  HORZ ORDER  -  THIRD
 BT2039
 BT2039.This mark is at Cuthbert-Randolph Airport (25J)
 BT2039
 BT2039.The horizontal coordinates were established by classical geodetic methods
 BT2039.and adjusted by the National Geodetic Survey in September 1997..
 BT2039
 BT2039
 BT2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2039
 BT2039.The geoid height was determined by GEOID03.
 BT2039
 BT2039;                    North         East     Units Scale Factor Converg.
 BT2039;SPC GA W     -   188,873.274   637,563.629   MT  0.99994806   -0 20 46.2
 BT2039;SPC GA W     -   619,661.73  2,091,740.01   sFT  0.99994806   -0 20 46.2
 BT2039;UTM  16      - 3,509,469.289   706,090.525   MT  1.00012386   +1 08 35.5
 BT2039
 BT2039                          SUPERSEDED SURVEY CONTROL
 BT2039
 BT2039  NAD 83(1994)-  31 42 07.46714(N)    084 49 31.28214(W) AD(       ) 4
 BT2039  NAD 83(1986)-  31 42 07.46762(N)    084 49 31.28155(W) AD(       ) 4
 BT2039  NAD 27      -  31 42 06.87163(N)    084 49 31.56744(W) AD(       ) 3
 BT2039
 BT2039.Superseded values are not recommended for survey control.
 BT2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2039.See file dsdata.txt to determine how the superseded data were derived.
 BT2039
 BT2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA0609109469(NAD 83)
 BT2039_MARKER: 21 = AIRPORT BEACON
 BT2039
 BT2039  HISTORY     - Date     Condition        Report By
 BT2039  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT2039
 BT2039                          STATION DESCRIPTION
 BT2039
 BT2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT2039'THE STATION, AIRPORT BEACON RANDOLPH COUNTY AIRPORT, IS THE CENTER
 BT2039'OF THE ROTATING BEACON MOUNTED ATOP A 4 LEGGED STEEL TOWER.  THE
 BT2039'STRUCTURE HAS AN OVERALL HEIGHT OF 45 FEET AND IS PAINTED
 BT2039'ALTERNATELY RED AND WHITE.  IT IS 267 FEET NORTHEAST OF THE
 BT2039'NORTHWEST CORNER OF THE HANGAR, 94 FEET NORTHEAST OF THE
 BT2039'NORTHEAST CORNER OF THE TIE DOWN AREA AND 69 FEET NORTH OF THE
 BT2039'CENTER OF THE ROAD.  IT IS OWNED BY RANDOLPH COUNTY, BUT IS
 BT2039'LEASED BY RO CAL AVIATION INC.
 BT2039'
 BT2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND 27
 BT2039'IN CUTHBERT, GO SOUTH ON HIGHWAY 27 FOR 5.2 MILES TO A PAVED ROAD
 BT2039'RIGHT.  TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.2 MILE TO
 BT2039'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2119 ***********************************************************************
 EE2119  DESIGNATION -  AIRPORT BCN ROME AIRPORT
 EE2119  PID         -  EE2119
 EE2119  STATE/COUNTY-  GA/FLOYD
 EE2119  USGS QUAD   -  ROME NORTH (1985)
 EE2119
 EE2119                         *CURRENT SURVEY CONTROL
 EE2119  ___________________________________________________________________
 EE2119* NAD 83(1994)-  34 21 07.84384(N)    085 09 49.19961(W)     ADJUSTED  
 EE2119* NAVD 88     -                                                        
 EE2119  ___________________________________________________________________
 EE2119  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 EE2119  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE2119
 EE2119  HORZ ORDER  -  THIRD
 EE2119
 EE2119.This mark is at Richard B Russell Airport (RMG)
 EE2119
 EE2119.The horizontal coordinates were established by classical geodetic methods
 EE2119.and adjusted by the National Geodetic Survey in September 1997..
 EE2119
 EE2119
 EE2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2119
 EE2119.The geoid height was determined by GEOID03.
 EE2119
 EE2119;                    North         East     Units Scale Factor Converg.
 EE2119;SPC GA W     -   483,015.739   608,281.712   MT  1.00000366   -0 33 45.4
 EE2119;SPC GA W     - 1,584,694.14  1,995,670.92   sFT  1.00000366   -0 33 45.4
 EE2119;UTM  16      - 3,802,733.494   668,888.956   MT  0.99995160   +1 02 11.2
 EE2119
 EE2119                          SUPERSEDED SURVEY CONTROL
 EE2119
 EE2119  NAD 83(1994)-  34 21 07.84740(N)    085 09 49.20229(W) AD(       ) 4
 EE2119  NAD 83(1986)-  34 21 07.84878(N)    085 09 49.20100(W) AD(       ) 4
 EE2119  NAD 27      -  34 21 07.52179(N)    085 09 49.37996(W) AD(       ) 3
 EE2119
 EE2119.Superseded values are not recommended for survey control.
 EE2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2119.See file dsdata.txt to determine how the superseded data were derived.
 EE2119
 EE2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6888902733(NAD 83)
 EE2119_MARKER: 21 = AIRPORT BEACON
 EE2119
 EE2119  HISTORY     - Date     Condition        Report By
 EE2119  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2119  HISTORY     - 1978     GOOD             NGS
 EE2119  HISTORY     - 19840630 GOOD             NGS
 EE2119
 EE2119                          STATION DESCRIPTION
 EE2119
 EE2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2119'THE STATION IS THE CENTER OF THE ROTATING BEACON, ATOP A FOUR
 EE2119'LEGGED, SKELETON STEEL, TOWER.  IT IS PAINTED ALTERNATELY RED
 EE2119'AND WHITE, WITH RED LIGHTS AT THE TOP THAT ARE NOT CENTERED.  THE
 EE2119'BEACON IS 78 FEET HIGH.
 EE2119'
 EE2119'THE AIRPORT BEACON IS LOCATED ABOUT 7 MILES NORTH OF THE CENTER
 EE2119'OF ROME AND 0.5 MILE EAST OF U.S. HIGHWAY 27.  ON THE WEST SIDE
 EE2119'OF THE RICHARD B. RUSSELL AIRPORT, 0.1 MILE WEST OF THE TERMINAL
 EE2119'BUILDING AND 33 FEET NORTH OF THE ENTRANCE ROAD.
 EE2119
 EE2119                          STATION RECOVERY (1978)
 EE2119
 EE2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 EE2119'RECOVERED AS DESCRIBED.
 EE2119'
 EE2119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2119'ABOUT 7 MILES NORTH OF THE CENTER OF ROME.
 EE2119
 EE2119                          STATION RECOVERY (1984)
 EE2119
 EE2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EE2119'THIS INTERSECTION STATION IS A STANDARD FAA ROTATING BEACON LOCATED ON
 EE2119'THE RICHARD B RUSSELL AIRPORT IN ROME, GEORGIA.  IT IS A RED AND WHITE
 EE2119'TOWER AND THE LIGHT FLASHES ALTERNATELY GREEN AND WHITE.  THE POINT
 EE2119'INTERSECTED WAS THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1412 ***********************************************************************
 ED1412  DESIGNATION -  AIRPORT BCN STEPHENS CO APT
 ED1412  PID         -  ED1412
 ED1412  STATE/COUNTY-  GA/STEPHENS
 ED1412  USGS QUAD   -  TOCCOA (1964)
 ED1412
 ED1412                         *CURRENT SURVEY CONTROL
 ED1412  ___________________________________________________________________
 ED1412* NAD 83(1994)-  34 35 38.42269(N)    083 17 43.04235(W)     ADJUSTED  
 ED1412* NAVD 88     -                                                        
 ED1412  ___________________________________________________________________
 ED1412  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 ED1412  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ED1412
 ED1412  HORZ ORDER  -  THIRD
 ED1412
 ED1412.This mark is at Toccoa Rg Letourneau Fld Airport (TOC)
 ED1412
 ED1412.The horizontal coordinates were established by classical geodetic methods
 ED1412.and adjusted by the National Geodetic Survey in September 1997..
 ED1412.No horizontal observational check was made to the station.
 ED1412
 ED1412
 ED1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1412
 ED1412.The geoid height was determined by GEOID03.
 ED1412
 ED1412;                    North         East     Units Scale Factor Converg.
 ED1412;SPC GA E     -   509,967.856    96,471.740   MT  1.00003207   -0 38 27.0
 ED1412;SPC GA E     - 1,673,119.54    316,507.70   sFT  1.00003207   -0 38 27.0
 ED1412;UTM  17      - 3,830,416.022   289,501.612   MT  1.00014618   -1 18 13.1
 ED1412
 ED1412                          SUPERSEDED SURVEY CONTROL
 ED1412
 ED1412  NAD 83(1986)-  34 35 38.43098(N)    083 17 43.04327(W) AD(       ) 4
 ED1412  NAD 27      -  34 35 38.08015(N)    083 17 43.45485(W) AD(       ) 3
 ED1412
 ED1412.Superseded values are not recommended for survey control.
 ED1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1412.See file dsdata.txt to determine how the superseded data were derived.
 ED1412
 ED1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8950230416(NAD 83)
 ED1412_MARKER: 21 = AIRPORT BEACON
 ED1412
 ED1412  HISTORY     - Date     Condition        Report By
 ED1412  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1412
 ED1412                          STATION DESCRIPTION
 ED1412
 ED1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1412'THE STATION IS THE ROTATING BEACON LIGHT, WHITE AND GREEN, ATOP
 ED1412'THE STEPHENS COUNTY AIRPORT BEACON TOWER.  IT IS A 4-LEGGED SKELETON
 ED1412'STEEL TOWER, PAINTED ALTERNATELY RED AND WHITE AND THE OVERALL
 ED1412'HEIGHT IS ABOUT 55 FEET.
 ED1412'
 ED1412'LOCATED ABOUT 2-1/2 MILES NORTHEAST OF TOCCOA, 1/4 MILE
 ED1412'SOUTH-SOUTHWEST OF THE INTERSECTION OF 2 RUNWAYS, 1/4 MILE
 ED1412'NORTH-NORTHEAST OF A GROUP OF NEW HANGARS, 100 YARDS NORTHWEST OF
 ED1412'STATE HIGHWAY 106, AND AT THE WEST EDGE OF THE NORTH-SOUTH RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1832 ***********************************************************************
 EE1832  DESIGNATION -  AIRPORT BCN TOM B DAVID APT
 EE1832  PID         -  EE1832
 EE1832  STATE/COUNTY-  GA/GORDON
 EE1832  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1832
 EE1832                         *CURRENT SURVEY CONTROL
 EE1832  ___________________________________________________________________
 EE1832* NAD 83(1994)-  34 27 17.63210(N)    084 56 13.44085(W)     ADJUSTED  
 EE1832* NAVD 88     -                                                        
 EE1832  ___________________________________________________________________
 EE1832  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EE1832  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1832
 EE1832  HORZ ORDER  -  THIRD
 EE1832
 EE1832.This mark is at Tom B David Field Airport (CZL)
 EE1832
 EE1832.The horizontal coordinates were established by classical geodetic methods
 EE1832.and adjusted by the National Geodetic Survey in September 1997..
 EE1832
 EE1832
 EE1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1832
 EE1832.The geoid height was determined by GEOID03.
 EE1832
 EE1832;                    North         East     Units Scale Factor Converg.
 EE1832;SPC GA W     -   494,228.114   629,214.679   MT  0.99996174   -0 26 09.2
 EE1832;SPC GA W     - 1,621,480.07  2,064,348.49   sFT  0.99996174   -0 26 09.2
 EE1832;UTM  16      - 3,814,526.585   689,500.743   MT  1.00004265   +1 10 02.9
 EE1832
 EE1832                          SUPERSEDED SURVEY CONTROL
 EE1832
 EE1832  NAD 83(1994)-  34 27 17.63632(N)    084 56 13.44471(W) AD(       ) 4
 EE1832  NAD 83(1986)-  34 27 17.63736(N)    084 56 13.44411(W) AD(       ) 4
 EE1832  NAD 27      -  34 27 17.31930(N)    084 56 13.65235(W) AD(       ) 3
 EE1832
 EE1832.Superseded values are not recommended for survey control.
 EE1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1832.See file dsdata.txt to determine how the superseded data were derived.
 EE1832
 EE1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8950114527(NAD 83)
 EE1832_MARKER: 21 = AIRPORT BEACON
 EE1832
 EE1832  HISTORY     - Date     Condition        Report By
 EE1832  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1832
 EE1832                          STATION DESCRIPTION
 EE1832
 EE1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1832'THE TOM B. DAVID AIRPORT BEACON IS LOCATED 6 MILES NORTH OF
 EE1832'ADAIRSVILLE, 3 MILES SOUTH-SOUTHEAST OF CALHOUN, AND 0.1 MILE
 EE1832'WEST OF U.S. HIGHWAY 41.
 EE1832'
 EE1832'TO REACH THE BEACON FROM THE JUNCTION OF STATE HIGHWAY 53 AND
 EE1832'HIGHWAY 41 IN THE SOUTH SECTION OF CALHOUN, GO SOUTH ON HIGHWAY
 EE1832'41 FOR 1.6 MILES TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 EE1832'RIGHT AND GO WEST FOR 0.1 MILE TO THE ENTRANCE AND THE BEACON ON
 EE1832'THE LEFT.
 EE1832'
 EE1832'THE BEACON LIGHT IS MOUNTED ON A 50 FOOT HIGH RED AND WHITE
 EE1832'METAL POLE, A SMALL PLATFORM AND RAILING THAT HAS A BLINKING RED
 EE1832'LIGHT ON THE NORTH SIDE, WITH THE WHITE/GREEN BEACON LIGHT AT THE
 EE1832'TOP CENTER.
 EE1832'
 EE1832'THE POINT INTERSECTED WAS THE BEACON LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3430 ***********************************************************************
 DG3430  DESIGNATION -  AIRPORT BCN W GA REGIONAL APT
 DG3430  PID         -  DG3430
 DG3430  STATE/COUNTY-  GA/CARROLL
 DG3430  USGS QUAD   -  BREMEN (1982)
 DG3430
 DG3430                         *CURRENT SURVEY CONTROL
 DG3430  ___________________________________________________________________
 DG3430* NAD 83(1994)-  33 38 15.18305(N)    085 09 28.04490(W)     ADJUSTED  
 DG3430* NAVD 88     -                                                        
 DG3430  ___________________________________________________________________
 DG3430  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DG3430  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG3430
 DG3430  HORZ ORDER  -  THIRD
 DG3430
 DG3430.This mark is at West Georgia Regional Airport (CTJ)
 DG3430
 DG3430.The horizontal coordinates were established by classical geodetic methods
 DG3430.and adjusted by the National Geodetic Survey in September 1997..
 DG3430.No horizontal observational check was made to the station.
 DG3430
 DG3430
 DG3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3430
 DG3430.The geoid height was determined by GEOID03.
 DG3430
 DG3430;                    North         East     Units Scale Factor Converg.
 DG3430;SPC GA W     -   403,745.711   608,055.611   MT  1.00000419   -0 32 56.6
 DG3430;SPC GA W     - 1,324,622.39  1,994,929.12   sFT  1.00000419   -0 32 56.6
 DG3430;UTM  16      - 3,723,491.341   670,854.682   MT  0.99995989   +1 01 14.6
 DG3430
 DG3430                          SUPERSEDED SURVEY CONTROL
 DG3430
 DG3430  NAD 83(1994)-  33 38 15.18605(N)    085 09 28.04685(W) AD(       ) 4
 DG3430  NAD 83(1986)-  33 38 15.18746(N)    085 09 28.04163(W) AD(       ) 4
 DG3430  NAD 27      -  33 38 14.81788(N)    085 09 28.24193(W) AD(       ) 3
 DG3430
 DG3430.Superseded values are not recommended for survey control.
 DG3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3430.See file dsdata.txt to determine how the superseded data were derived.
 DG3430
 DG3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7085523491(NAD 83)
 DG3430_MARKER: 21 = AIRPORT BEACON
 DG3430
 DG3430  HISTORY     - Date     Condition        Report By
 DG3430  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3430
 DG3430                          STATION DESCRIPTION
 DG3430
 DG3430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3430'THE AIRPORT BEACON WEST GEORGIA REGIONAL AIRPORT IS LOCATED 6 MILES
 DG3430'SOUTH OF BREMEN, 6 MILES NORTHWEST OF CARROLLTON, ALONG A DEADEND
 DG3430'ROAD LEADING TO THE AIRPORT.
 DG3430'
 DG3430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27 AND 78
 DG3430'IN BREMEN, GO SOUTH ON HIGHWAY 27 FOR 1.6 MILES TO THE CARROLL
 DG3430'COUNTY LINE.  CONTINUE SOUTH ON HIGHWAY 27 FOR 2.3 MILES TO A ROAD
 DG3430'RIGHT.  BEAR RIGHT AND GO SOUTHWEST ON COUNTY ROUTE 208 FOR 1.3
 DG3430'MILES TO A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE PAVED
 DG3430'ROAD FOR 0.9 MILE TO THE BEACON ON THE LEFT.
 DG3430'
 DG3430'THE STATION IS THE CENTER OF THE WHITE/GREEN LIGHT MOUNTED ATOP
 DG3430'A FOUR-LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE, ABOUT 50
 DG3430'FEET HIGH.  IT IS ABOUT 300 FEET SOUTH OF THE RUNWAY, 115 FEET
 DG3430'NORTH OF THE PAVED ROAD, 90 FEET NORTHEAST OF A UTILITY POLE
 DG3430'(NUMBER 8), AND 0.3 MILE WEST OF THE HANGER COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2603 ***********************************************************************
 DF2603  DESIGNATION -  AIRPORT BCN WINDER APT
 DF2603  PID         -  DF2603
 DF2603  STATE/COUNTY-  GA/BARROW
 DF2603  USGS QUAD   -  WINDER SOUTH (1985)
 DF2603
 DF2603                         *CURRENT SURVEY CONTROL
 DF2603  ___________________________________________________________________
 DF2603* NAD 83(1994)-  33 58 48.36812(N)    083 39 56.74578(W)     ADJUSTED  
 DF2603* NAVD 88     -                                                        
 DF2603  ___________________________________________________________________
 DF2603  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DF2603  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DF2603
 DF2603  HORZ ORDER  -  THIRD
 DF2603
 DF2603.This mark is at Southwest Georgia Regional Airport (ABY)
 DF2603.This mark is at Winder-Barrow Airport (WDR)
 DF2603
 DF2603.The horizontal coordinates were established by classical geodetic methods
 DF2603.and adjusted by the National Geodetic Survey in September 1997..
 DF2603
 DF2603
 DF2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2603
 DF2603.The geoid height was determined by GEOID03.
 DF2603
 DF2603;                    North         East     Units Scale Factor Converg.
 DF2603;SPC GA W     -   441,409.882   746,282.286   MT  0.99992640   +0 16 47.9
 DF2603;SPC GA W     - 1,448,192.25  2,448,427.80   sFT  0.99992640   +0 16 47.9
 DF2603;UTM  17      - 3,763,153.101   253,731.602   MT  1.00034770   -1 29 26.4
 DF2603
 DF2603                          SUPERSEDED SURVEY CONTROL
 DF2603
 DF2603  NAD 83(1986)-  33 58 48.37508(N)    083 39 56.74533(W) AD(       ) 4
 DF2603  NAD 27      -  33 58 47.97259(N)    083 39 57.14787(W) AD(       ) 3
 DF2603
 DF2603.Superseded values are not recommended for survey control.
 DF2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2603.See file dsdata.txt to determine how the superseded data were derived.
 DF2603
 DF2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5373263153(NAD 83)
 DF2603_MARKER: 21 = AIRPORT BEACON
 DF2603
 DF2603  HISTORY     - Date     Condition        Report By
 DF2603  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2603  HISTORY     - 19881231 GOOD             NGS
 DF2603
 DF2603                          STATION DESCRIPTION
 DF2603
 DF2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2603'THE STATION IS THE TOP CENTER OF THE AIRPORT BEACON WINDER AIRPORT
 DF2603'ROTATING LIGHT.  THE LIGHT IS ATOP A PLATFORM SUPPORTED BY A
 DF2603'FOUR-LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY RED AND
 DF2603'WHITE AND IS APPROXIMATELY 70 FEET HIGH.
 DF2603'
 DF2603'LOCATED 3.2 MILES EAST-SOUTHEAST OF THE CENTER OF WINDER, AT THE
 DF2603'WINDER MUNICIPAL AIRPORT, AND 0.1 MILE SOUTHEAST OF THE AIRPORT
 DF2603'HANGERS.
 DF2603
 DF2603                          STATION RECOVERY (1988)
 DF2603
 DF2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DF2603'THE STATION IS LOCATED AT THE WINDERR AIRPORT SOUTH OF THE
 DF2603'INTERSECTION OF THE RUNWAYS 4-22 AND 13-31 NEAR THE ENTRANCE ROAD TO
 DF2603'THE AIRPORT.  THE STATION IS A STANDARD GREEN AND WHITE ROTATING
 DF2603'BEACON MOUNTED ATOP A RED AND WHITE STEEL TOWER ABOUT 50 FT (15.2 M)
 DF2603'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0197 ***********************************************************************
 BT0197  DESIGNATION -  AIRPORT RM 3
 BT0197  PID         -  BT0197
 BT0197  STATE/COUNTY-  GA/TERRELL
 BT0197  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT0197
 BT0197                         *CURRENT SURVEY CONTROL
 BT0197  ___________________________________________________________________
 BT0197* NAD 83(1986)-  31 44 26.     (N)    084 24 36.     (W)     SCALED    
 BT0197* NAVD 88     -        96.005  (meters)     314.98   (feet)  ADJUSTED  
 BT0197  ___________________________________________________________________
 BT0197  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BT0197  DYNAMIC HT  -          95.891 (meters)     314.60  (feet)  COMP
 BT0197  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 BT0197
 BT0197  VERT ORDER  -  FIRST     CLASS I
 BT0197
 BT0197.The horizontal coordinates were scaled from a topographic map and have
 BT0197.an estimated accuracy of +/- 6 seconds.
 BT0197
 BT0197.The orthometric height was determined by differential leveling
 BT0197.and adjusted by the National Geodetic Survey in June 1991..
 BT0197
 BT0197.The geoid height was determined by GEOID03.
 BT0197
 BT0197.The dynamic height is computed by dividing the NAVD 88
 BT0197.geopotential number by the normal gravity value computed on the
 BT0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0197.degrees latitude (g = 980.6199 gals.).
 BT0197
 BT0197.The modeled gravity was interpolated from observed gravity values.
 BT0197
 BT0197;                    North         East    Units  Estimated Accuracy
 BT0197;SPC GA W     -   192,980.      676,940.      MT  (+/- 180 meters Scaled)
 BT0197
 BT0197                          SUPERSEDED SURVEY CONTROL
 BT0197
 BT0197  NGVD 29 (??/??/92)   96.12   (m)          315.4    (f) COMPUTED    1 1
 BT0197
 BT0197.Superseded values are not recommended for survey control.
 BT0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0197.See file dsdata.txt to determine how the superseded data were derived.
 BT0197
 BT0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA453145(NAD 83)
 BT0197_MARKER: DR = REFERENCE MARK DISK
 BT0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0197_STAMPING: AIRPORT NO 3 1973
 BT0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0197+STABILITY: SURFACE MOTION
 BT0197
 BT0197  HISTORY     - Date     Condition        Report By
 BT0197  HISTORY     - 1973     MONUMENTED       NGS
 BT0197  HISTORY     - 1974     GOOD             NGS
 BT0197  HISTORY     - 1989     GOOD             USPSQD
 BT0197
 BT0197                          STATION DESCRIPTION
 BT0197
 BT0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0197'3.6 MI SE FROM DAWSON.
 BT0197'0.1 MILES WEST ALONG EAST LEE STREET FROM THE POST OFFICE AT
 BT0197'DAWSON, THENCE 3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 TO
 BT0197'THE TOP OF A GRADE AND A FIELD ROAD LEADING SOUTHWEST.  36.0
 BT0197'FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 82, 22.0 FEET
 BT0197'EAST-SOUTHEAST OF THE CENTERLINE OF THE FIELD ROAD, 5.9 FEET
 BT0197'NORTHEAST OF AN UNDERGROUND TELEPHONE MARKER NUMBER 33, 1.9 FEET
 BT0197'NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 BT0197'POST PROJECTING 4 INCHES AND ABOUT 5 FEET ABOVE THE HIGHWAY.
 BT0197
 BT0197                          STATION RECOVERY (1989)
 BT0197
 BT0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1092 ***********************************************************************
 BR1092  DESIGNATION -  AIRWAY BEACON 10
 BR1092  PID         -  BR1092
 BR1092  STATE/COUNTY-  GA/BRYAN
 BR1092  USGS QUAD   -  OAK LEVEL (1979)
 BR1092
 BR1092                         *CURRENT SURVEY CONTROL
 BR1092  ___________________________________________________________________
 BR1092* NAD 83(1994)-  31 52 18.02149(N)    081 10 39.36690(W)     ADJUSTED  
 BR1092* NAVD 88     -                                                        
 BR1092  ___________________________________________________________________
 BR1092  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 BR1092  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 BR1092
 BR1092  HORZ ORDER  -  THIRD
 BR1092
 BR1092.The horizontal coordinates were established by classical geodetic methods
 BR1092.and adjusted by the National Geodetic Survey in September 1997..
 BR1092
 BR1092
 BR1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1092
 BR1092.The geoid height was determined by GEOID03.
 BR1092
 BR1092;                    North         East     Units Scale Factor Converg.
 BR1092;SPC GA E     -   207,915.140   293,582.484   MT  1.00000797   +0 31 20.2
 BR1092;SPC GA E     -   682,134.92    963,195.20   sFT  1.00000797   +0 31 20.2
 BR1092;UTM  17      - 3,526,225.465   483,201.215   MT  0.99960348   -0 05 37.6
 BR1092
 BR1092                          SUPERSEDED SURVEY CONTROL
 BR1092
 BR1092  NAD 83(1986)-  31 52 18.03643(N)    081 10 39.37836(W) AD(       ) 4
 BR1092  NAD 27      -  31 52 17.25100(N)    081 10 40.00200(W) AD(       ) 3
 BR1092
 BR1092.Superseded values are not recommended for survey control.
 BR1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1092.See file dsdata.txt to determine how the superseded data were derived.
 BR1092
 BR1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8320126225(NAD 83)
 BR1092_MARKER: 22 = AIRWAY BEACON
 BR1092
 BR1092  HISTORY     - Date     Condition        Report By
 BR1092  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1092  HISTORY     - 1934     GOOD             CGS
 BR1092
 BR1092                          STATION DESCRIPTION
 BR1092
 BR1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 BR1092'STATION IS S OF SAVANNAH ON LAND OWNED BY HENRY FORD, ABOUT 600 FT
 BR1092'FROM THE MAIN HOUSE ON THE COTTONHAM PLANTATION.
 BR1092'
 BR1092'TO REACH FROM SAVANNAH GO S ON U.S. RT. 17 A DISTANCE OF ABOUT
 BR1092'14 MI. TO THE OGEECHEE RIVER BRIDGE.  FROM THE CENTER OF THIS
 BR1092'BRIDGE CONTINUE ON RT. 17, 2.38 MI. TO WAYS ROAD (DIRT) AND
 BR1092'TURN LEFT ONTO IT.  GO 0.55 MI. TO ACL RR AND 0.95 MI. TO SAL RR.
 BR1092'CONTINUE STRAIGHT AHEAD 2.9 MI. TO THOMPSONS STORE AND CONTINUE
 BR1092'1.7 MI. TO ROAD LEADING LEFT TO FOLLY FARMS.  KEEP STRAIGHT
 BR1092'AHEAD 3.45 MI. TO JUNCTION OF TWO ROADS WITH GASOLINE STATION
 BR1092'IN NE ANGLE AND SIGNS ON POST IN SE ANGLE SHOWING DIRECTIONS
 BR1092'TO BEACON NO. 9 AND NO. 10.  TAKE LEFT FORK HERE 2.8 MI. TO
 BR1092'GATE ENTRANCE TO FORD PROPERTY, AND CONTINUE 2.2 MI. TO
 BR1092'COTTONHAM PLANTATION.  STATION IS APPROXIMATELY 600 FT TO
 BR1092'LEFT OF MAIN HOUSE HERE.
 BR1092
 BR1092                          STATION RECOVERY (1934)
 BR1092
 BR1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1092'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2303 ***********************************************************************
 BC2303  DESIGNATION -  AIRWAY BEACON 2
 BC2303  PID         -  BC2303
 BC2303  STATE/COUNTY-  GA/CAMDEN
 BC2303  USGS QUAD   -  ST MARYS (1993)
 BC2303
 BC2303                         *CURRENT SURVEY CONTROL
 BC2303  ___________________________________________________________________
 BC2303* NAD 83(1994)-  30 44 46.11484(N)    081 33 10.96629(W)     ADJUSTED  
 BC2303* NAVD 88     -                                                        
 BC2303  ___________________________________________________________________
 BC2303  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BC2303  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC2303
 BC2303  HORZ ORDER  -  THIRD
 BC2303
 BC2303.The horizontal coordinates were established by classical geodetic methods
 BC2303.and adjusted by the National Geodetic Survey in September 1997..
 BC2303
 BC2303
 BC2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2303
 BC2303.The geoid height was determined by GEOID03.
 BC2303
 BC2303;                    North         East     Units Scale Factor Converg.
 BC2303;SPC GA E     -    82,869.063   258,752.704   MT  0.99994257   +0 18 49.4
 BC2303;SPC GA E     -   271,879.58    848,924.50   sFT  0.99994257   +0 18 49.4
 BC2303;SPC FL E     -   710,709.882   147,045.050   MT  0.99997576   -0 16 57.9
 BC2303;SPC FL E     - 2,331,720.67    482,430.30   sFT  0.99997576   -0 16 57.9
 BC2303;UTM  17      - 3,401,599.372   447,063.118   MT  0.99963457   -0 16 57.9
 BC2303
 BC2303                          SUPERSEDED SURVEY CONTROL
 BC2303
 BC2303  NAD 83(1994)-  30 44 46.11827(N)    081 33 10.96512(W) AD(       ) 4
 BC2303  NAD 83(1986)-  30 44 46.12408(N)    081 33 10.97207(W) AD(       ) 4
 BC2303  NAD 27      -  30 44 45.27500(N)    081 33 11.62400(W) AD(       ) 3
 BC2303
 BC2303.Superseded values are not recommended for survey control.
 BC2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2303.See file dsdata.txt to determine how the superseded data were derived.
 BC2303
 BC2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4706301599(NAD 83)
 BC2303_MARKER: 22 = AIRWAY BEACON
 BC2303
 BC2303  HISTORY     - Date     Condition        Report By
 BC2303  HISTORY     - 1932     FIRST OBSERVED   CGS
 BC2303
 BC2303                          STATION DESCRIPTION
 BC2303
 BC2303'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1128 ***********************************************************************
 CL1128  DESIGNATION -  AJ
 CL1128  PID         -  CL1128
 CL1128  STATE/COUNTY-  GA/TWIGGS
 CL1128  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL1128
 CL1128                         *CURRENT SURVEY CONTROL
 CL1128  ___________________________________________________________________
 CL1128* NAD 83(1986)-  32 40 45.     (N)    083 32 16.     (W)     SCALED    
 CL1128* NAVD 88     -        79.925  (meters)     262.22   (feet)  ADJUSTED  
 CL1128  ___________________________________________________________________
 CL1128  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CL1128  DYNAMIC HT  -          79.836 (meters)     261.93  (feet)  COMP
 CL1128  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 CL1128
 CL1128  VERT ORDER  -  FIRST     CLASS II
 CL1128
 CL1128.The horizontal coordinates were scaled from a topographic map and have
 CL1128.an estimated accuracy of +/- 6 seconds.
 CL1128
 CL1128.The orthometric height was determined by differential leveling
 CL1128.and adjusted by the National Geodetic Survey in June 1991..
 CL1128
 CL1128.The geoid height was determined by GEOID03.
 CL1128
 CL1128.The dynamic height is computed by dividing the NAVD 88
 CL1128.geopotential number by the normal gravity value computed on the
 CL1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1128.degrees latitude (g = 980.6199 gals.).
 CL1128
 CL1128.The modeled gravity was interpolated from observed gravity values.
 CL1128
 CL1128;                    North         East    Units  Estimated Accuracy
 CL1128;SPC GA W     -   297,200.      758,980.      MT  (+/- 180 meters Scaled)
 CL1128
 CL1128                          SUPERSEDED SURVEY CONTROL
 CL1128
 CL1128  NGVD 29 (??/??/92)   80.070  (m)          262.70   (f) ADJ UNCH    1 2
 CL1128
 CL1128.Superseded values are not recommended for survey control.
 CL1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1128.See file dsdata.txt to determine how the superseded data were derived.
 CL1128
 CL1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS620185(NAD 83)
 CL1128_MARKER: N = NAIL
 CL1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL1128_SP_SET: NAIL IN ROOT
 CL1128_STAMPING: AJ
 CL1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1128
 CL1128  HISTORY     - Date     Condition        Report By
 CL1128  HISTORY     - 1958     MONUMENTED       CGS
 CL1128
 CL1128                          STATION DESCRIPTION
 CL1128
 CL1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1128'1.8 MI SE FROM HUBER.
 CL1128'AJ IS A COPPER NAIL AND WASHER IN A NOTCH CUT IN THE TOP OF A LARGE
 CL1128'ROOT ON THE WEST SIDE OF THE NORTH TRUNK OF A TWIN 50-INCH GUM TREE,
 CL1128'34.9 FEET NORTH-NORHTWEST OF AND ACROSS AN OLD LOGGING ROAD FROM
 CL1128'BM K 241, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1129 ***********************************************************************
 CL1129  DESIGNATION -  AK
 CL1129  PID         -  CL1129
 CL1129  STATE/COUNTY-  GA/TWIGGS
 CL1129  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL1129
 CL1129                         *CURRENT SURVEY CONTROL
 CL1129  ___________________________________________________________________
 CL1129* NAD 83(1986)-  32 39 05.     (N)    083 31 37.     (W)     SCALED    
 CL1129* NAVD 88     -        81.231  (meters)     266.51   (feet)  ADJUSTED  
 CL1129  ___________________________________________________________________
 CL1129  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CL1129  DYNAMIC HT  -          81.140 (meters)     266.21  (feet)  COMP
 CL1129  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 CL1129
 CL1129  VERT ORDER  -  FIRST     CLASS II
 CL1129
 CL1129.The horizontal coordinates were scaled from a topographic map and have
 CL1129.an estimated accuracy of +/- 6 seconds.
 CL1129
 CL1129.The orthometric height was determined by differential leveling
 CL1129.and adjusted by the National Geodetic Survey in June 1991..
 CL1129
 CL1129.The geoid height was determined by GEOID03.
 CL1129
 CL1129.The dynamic height is computed by dividing the NAVD 88
 CL1129.geopotential number by the normal gravity value computed on the
 CL1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1129.degrees latitude (g = 980.6199 gals.).
 CL1129
 CL1129.The modeled gravity was interpolated from observed gravity values.
 CL1129
 CL1129;                    North         East    Units  Estimated Accuracy
 CL1129;SPC GA W     -   294,130.      760,010.      MT  (+/- 180 meters Scaled)
 CL1129
 CL1129                          SUPERSEDED SURVEY CONTROL
 CL1129
 CL1129  NGVD 29 (??/??/92)   81.380  (m)          266.99   (f) ADJ UNCH    1 2
 CL1129
 CL1129.Superseded values are not recommended for survey control.
 CL1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1129.See file dsdata.txt to determine how the superseded data were derived.
 CL1129
 CL1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS629154(NAD 83)
 CL1129_MARKER: N = NAIL
 CL1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL1129_SP_SET: NAIL IN ROOT
 CL1129_STAMPING: AK
 CL1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1129
 CL1129  HISTORY     - Date     Condition        Report By
 CL1129  HISTORY     - 1958     MONUMENTED       CGS
 CL1129
 CL1129                          STATION DESCRIPTION
 CL1129
 CL1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1129'3.8 MI SE FROM HUBER.
 CL1129'AK IS A COPPER COATED NAIL AND WASHER STAMPED AK AND IS A NOTCH CUT
 CL1129'IN TOP OF A ROOT ON THE WEST SIDE OF A 30-INCH OAK TREE WITH A
 CL1129'LARGE HUMP ON THE SOUTH SIDE, 14.3 FEET EAST OF BENCH MARK M 241
 CL1129'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2796 ***********************************************************************
 DF2796  DESIGNATION -  AKGPS 39
 DF2796  PID         -  DF2796
 DF2796  STATE/COUNTY-  GA/RICHMOND
 DF2796  USGS QUAD   -  MARTINEZ (1980)
 DF2796
 DF2796                         *CURRENT SURVEY CONTROL
 DF2796  ___________________________________________________________________
 DF2796* NAD 83(1994)-  33 31 49.99610(N)    082 00 49.98916(W)     ADJUSTED  
 DF2796* NAVD 88     -        50.2    (meters)     165.     (feet)  VERTCON   
 DF2796  ___________________________________________________________________
 DF2796  X           -     739,431.850 (meters)                     COMP
 DF2796  Y           -  -5,270,599.034 (meters)                     COMP
 DF2796  Z           -   3,503,170.849 (meters)                     COMP
 DF2796  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DF2796  ELLIP HEIGHT-          20.09  (meters)          (09/03/97) GPS OBS
 DF2796  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DF2796
 DF2796  HORZ ORDER  -  SECOND
 DF2796  ELLP ORDER  -  FOURTH    CLASS II
 DF2796
 DF2796.The horizontal coordinates were established by GPS observations
 DF2796.and adjusted by the National Geodetic Survey in September 1997..
 DF2796
 DF2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2796
 DF2796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2796
 DF2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2796
 DF2796.The ellipsoidal height was determined by GPS observations
 DF2796.and is referenced to NAD 83.
 DF2796
 DF2796.The geoid height was determined by GEOID03.
 DF2796
 DF2796;                    North         East     Units Scale Factor Converg.
 DF2796;SPC GA E     -   391,449.315   214,190.377   MT  0.99990248   +0 05 03.8
 DF2796;SPC GA E     - 1,284,279.96    702,722.93   sFT  0.99990248   +0 05 03.8
 DF2796;SPC SC       -   188,677.388   515,440.926   MT  0.99979658   -0 33 43.6
 DF2796;SPC SC       -   619,020.30  1,691,079.15   iFT  0.99979658   -0 33 43.6
 DF2796;UTM  17      - 3,710,566.919   405,855.999   MT  0.99970927   -0 33 36.3
 DF2796
 DF2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2796!SPC GA E     -   0.99999685  x   0.99990248  =   0.99989933
 DF2796!SPC SC       -   0.99999685  x   0.99979658  =   0.99979343
 DF2796!UTM  17      -   0.99999685  x   0.99970927  =   0.99970612
 DF2796
 DF2796                          SUPERSEDED SURVEY CONTROL
 DF2796
 DF2796  NAD 83(1986)-  33 31 50.00014(N)    082 00 49.98454(W) AD(       ) 2
 DF2796  NGVD 29 (09/11/89)   50.4    (m)          165.     (f) GPS OBS        
 DF2796
 DF2796.Superseded values are not recommended for survey control.
 DF2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2796.See file dsdata.txt to determine how the superseded data were derived.
 DF2796
 DF2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0585610567(NAD 83)
 DF2796_MARKER: P = PIPE CAP
 DF2796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DF2796_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DF2796_STAMPING: AKGPS 39 1988
 DF2796_MARK LOGO: SC-003
 DF2796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF2796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2796+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 DF2796
 DF2796  HISTORY     - Date     Condition        Report By
 DF2796  HISTORY     - 1988     MONUMENTED       LOCSUR
 DF2796  HISTORY     - 1988     GOOD             LOCSUR
 DF2796  HISTORY     - 19920921 GOOD             SCGS
 DF2796  HISTORY     - 20041122 MARK NOT FOUND   SCGS
 DF2796
 DF2796                          STATION DESCRIPTION
 DF2796
 DF2796'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM)
 DF2796'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHWEST
 DF2796'OF NORTH AUGUSTA IN RICHMOND COUNTY, GEORGIA.
 DF2796'
 DF2796'TO REACH STATION FROM INTERSECTION OF INTERSTATE
 DF2796'HIGHWAY 20 AND SC HIGHWAY 230, GO NORTHWEST ON
 DF2796'INTERSTATE HIGHWAY 20 TO THE SAVANNAH RIVER,
 DF2796'STATION BEING ON GEORGIA SIDE OF RIVER IN MEDIAN
 DF2796'OF INTERSTATE 20, 12.2 METERS (40 FEET) SOUTHEAST OF
 DF2796'CENTER OF WESTBOUND LANES, 10.7 METERS (35 FEET) SOUTH
 DF2796'OF WESTBOUND BRIDGE, 12.2 METERS (40 FEET) NORTHWEST
 DF2796'OF CENTER OF EASTBOUND LANES, 8.2 METERS (27 FEET)
 DF2796'WEST OF EASTBOUND BRIDGE, 11.0 METERS (36 FEET) EAST
 DF2796'OF A CATCH BASIN, AND 3.4 METERS (11.1 FEET)
 DF2796'SOUTHWEST OF A WITNESS POST.
 DF2796'
 DF2796'THE STATION IS A STANDARD SC-003 DISK STAMPED---AKGPS 39  1988---AND
 DF2796'IS RECESSED 0.03 METER (0.1 FEET) BELOW GROUND SURFACE,
 DF2796'MONUMENT IS A BERNSTEN A-2-BR-30 ENCASED IN PVC PIPE.
 DF2796
 DF2796                          STATION RECOVERY (1988)
 DF2796
 DF2796'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988
 DF2796'RECOVERED IN GOOD CONDITION.
 DF2796
 DF2796                          STATION RECOVERY (1992)
 DF2796
 DF2796'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DF2796'RECOVERED IN GOOD CONDITION.
 DF2796
 DF2796                          STATION RECOVERY (2004)
 DF2796
 DF2796'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DF2796'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 DF2796'OF  RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 DF2796'LOCATE THIS  STATION WITH NO RESULTS, PRESUMED DESTROYED BY DITCH
 DF2796'CONSTRUCTION. RECOVERY BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2497 ***********************************************************************
 DE2497  DESIGNATION -  AKGPS 44
 DE2497  PID         -  DE2497
 DE2497  STATE/COUNTY-  GA/RICHMOND
 DE2497  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2497
 DE2497                         *CURRENT SURVEY CONTROL
 DE2497  ___________________________________________________________________
 DE2497* NAD 83(1994)-  33 29 10.60011(N)    081 59 36.95064(W)     ADJUSTED  
 DE2497* NAVD 88     -        47.6    (meters)     156.     (feet)  VERTCON   
 DE2497  ___________________________________________________________________
 DE2497  X           -     741,675.431 (meters)                     COMP
 DE2497  Y           -  -5,273,019.354 (meters)                     COMP
 DE2497  Z           -   3,499,074.652 (meters)                     COMP
 DE2497  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 DE2497  ELLIP HEIGHT-          17.43  (meters)          (09/03/97) GPS OBS
 DE2497  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DE2497
 DE2497  HORZ ORDER  -  SECOND
 DE2497  ELLP ORDER  -  FOURTH    CLASS II
 DE2497
 DE2497.The horizontal coordinates were established by GPS observations
 DE2497.and adjusted by the National Geodetic Survey in September 1997..
 DE2497
 DE2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2497
 DE2497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2497
 DE2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2497
 DE2497.The ellipsoidal height was determined by GPS observations
 DE2497.and is referenced to NAD 83.
 DE2497
 DE2497.The geoid height was determined by GEOID03.
 DE2497
 DE2497;                    North         East     Units Scale Factor Converg.
 DE2497;SPC GA E     -   386,541.876   216,082.975   MT  0.99990319   +0 05 43.8
 DE2497;SPC GA E     - 1,268,179.47    708,932.23   sFT  0.99990319   +0 05 43.8
 DE2497;SPC SC       -   183,749.428   517,277.845   MT  0.99979873   -0 33 03.1
 DE2497;SPC SC       -   602,852.45  1,697,105.79   iFT  0.99979873   -0 33 03.1
 DE2497;UTM  17      - 3,705,639.479   407,692.949   MT  0.99970505   -0 32 53.7
 DE2497
 DE2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2497!SPC GA E     -   0.99999726  x   0.99990319  =   0.99990045
 DE2497!SPC SC       -   0.99999726  x   0.99979873  =   0.99979599
 DE2497!UTM  17      -   0.99999726  x   0.99970505  =   0.99970231
 DE2497
 DE2497                          SUPERSEDED SURVEY CONTROL
 DE2497
 DE2497  NAD 83(1986)-  33 29 10.60421(N)    081 59 36.94599(W) AD(       ) 2
 DE2497  NGVD 29 (09/11/89)   47.9    (m)          157.     (f) GPS OBS        
 DE2497
 DE2497.Superseded values are not recommended for survey control.
 DE2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2497.See file dsdata.txt to determine how the superseded data were derived.
 DE2497
 DE2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0769305639(NAD 83)
 DE2497_MARKER: DD = SURVEY DISK
 DE2497_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE2497_SP_SET: OBJECT DRIVEN INTO GROUND
 DE2497_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2497+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DE2497
 DE2497  HISTORY     - Date     Condition        Report By
 DE2497  HISTORY     - 1988     MONUMENTED       LOCSUR
 DE2497  HISTORY     - 19920922 MARK NOT FOUND   SCGS
 DE2497
 DE2497                          STATION DESCRIPTION
 DE2497
 DE2497'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM)
 DE2497'THE STATION IS LOCATED ABOUT 2.1 KM (1.1 MILE)
 DE2497'SOUTHWEST OF NORTH AUGUSTA IN RICHMOND COUNTY,
 DE2497'GEORGIA.
 DE2497'
 DE2497'TO REACH THE STATION FROM NORTH AUGUSTA, GO SOUTHWEST
 DE2497'ON US HIGHWAY 25 BUSINESS ROUTE TO THE INTERSECTION
 DE2497'WITH GEORGIA HIGHWAY 28, GO NORTHWEST ON GEORGIA 28
 DE2497'(BROAD STREET) TO CHAFEE PARK ALONG THE AUGUSTA
 DE2497'CANAL ON THE RIGHT, THE STATION IS IN CHAFEE PARK,
 DE2497'BETWEEN AUGUSTA CANAL AND PEARL AVENUE, 0.16 KM
 DE2497'(0.1 MILE) WEST OF BROAD STREET, ON THE SOUTEAST
 DE2497'SIDE OF A BMX TRACK, 39.6 METERS (130 FEET) SOUTH
 DE2497'OF A METAL POWER POL ALONG THE CANAL, 37.5 KM
 DE2497'(123 FEET) WEST OF A METAL POWER POLE ALONG THE
 DE2497'CANAL, 10.7 METERS (35 FEET) NORTHWEST OF A POWER
 DE2497'POLE WITH LIGHTS, 10.4 METERS (34.2 FEET) NORTHWEST
 DE2497'OF A WITNESS POST.
 DE2497'
 DE2497'STATION IS A STANDARD SC-003 DISK STAMPED---AKGPS 44  1988---AND
 DE2497'IS SET FLUSH WITH THE GROUND SURFACE, MONUMENT IS A BERNSTEN
 DE2497'MODEL A-2-BR-30 ENCASED IN PVC PIPE.
 DE2497
 DE2497                          STATION RECOVERY (1992)
 DE2497
 DE2497'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE2497'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS.
 DE2497'RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2509 ***********************************************************************
 DE2509  DESIGNATION -  AKGPS 56
 DE2509  PID         -  DE2509
 DE2509  STATE/COUNTY-  GA/RICHMOND
 DE2509  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2509
 DE2509                         *CURRENT SURVEY CONTROL
 DE2509  ___________________________________________________________________
 DE2509* NAD 83(1994)-  33 26 38.97802(N)    081 55 13.75976(W)     ADJUSTED  
 DE2509* NAVD 88     -        42.6    (meters)     140.     (feet)  VERTCON   
 DE2509  ___________________________________________________________________
 DE2509  X           -     748,764.570 (meters)                     COMP
 DE2509  Y           -  -5,274,614.898 (meters)                     COMP
 DE2509  Z           -   3,495,174.941 (meters)                     COMP
 DE2509  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 DE2509  ELLIP HEIGHT-          12.40  (meters)          (09/03/97) GPS OBS
 DE2509  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DE2509
 DE2509  HORZ ORDER  -  SECOND
 DE2509  ELLP ORDER  -  FOURTH    CLASS II
 DE2509
 DE2509.The horizontal coordinates were established by GPS observations
 DE2509.and adjusted by the National Geodetic Survey in September 1997..
 DE2509
 DE2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2509
 DE2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2509
 DE2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2509
 DE2509.The ellipsoidal height was determined by GPS observations
 DE2509.and is referenced to NAD 83.
 DE2509
 DE2509.The geoid height was determined by GEOID03.
 DE2509
 DE2509;                    North         East     Units Scale Factor Converg.
 DE2509;SPC GA E     -   381,884.700   222,887.887   MT  0.99990646   +0 08 08.4
 DE2509;SPC GA E     - 1,252,900.05    731,258.01   sFT  0.99990646   +0 08 08.4
 DE2509;SPC SC       -   179,016.301   524,029.095   MT  0.99980134   -0 30 37.1
 DE2509;SPC SC       -   587,323.82  1,719,255.56   iFT  0.99980134   -0 30 37.1
 DE2509;UTM  17      - 3,700,907.167   414,443.739   MT  0.99969024   -0 30 26.4
 DE2509
 DE2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2509!SPC GA E     -   0.99999805  x   0.99990646  =   0.99990451
 DE2509!SPC SC       -   0.99999805  x   0.99980134  =   0.99979939
 DE2509!UTM  17      -   0.99999805  x   0.99969024  =   0.99968829
 DE2509
 DE2509                          SUPERSEDED SURVEY CONTROL
 DE2509
 DE2509  NAD 83(1986)-  33 26 38.98239(N)    081 55 13.75453(W) AD(       ) 2
 DE2509  NGVD 29 (09/11/89)   42.9    (m)          141.     (f) GPS OBS        
 DE2509
 DE2509.Superseded values are not recommended for survey control.
 DE2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2509.See file dsdata.txt to determine how the superseded data were derived.
 DE2509
 DE2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1444400907(NAD 83)
 DE2509_MARKER: P = PIPE CAP
 DE2509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DE2509_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DE2509_STAMPING: AKGPS 56 1988
 DE2509_MARK LOGO: SC-003
 DE2509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE2509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2509+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1992
 DE2509
 DE2509  HISTORY     - Date     Condition        Report By
 DE2509  HISTORY     - 1988     MONUMENTED       LOCSUR
 DE2509  HISTORY     - 1988     GOOD             LOCSUR
 DE2509  HISTORY     - 19920917 GOOD             SCGS
 DE2509
 DE2509                          STATION DESCRIPTION
 DE2509
 DE2509'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM)
 DE2509'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) NORTHWEST
 DE2509'OF BEECH ISLAND IN RICHMOND COUNTY, GEORGIA.
 DE2509'
 DE2509'TO REACH THE STATION FROM THE INTERSECTION OF SC
 DE2509'HIGHWAY 125 AND SC HIGHWAY 28 IN BEECH ISLAND, GO
 DE2509'NORTHWEST ON SC 28 FOR 3.1 KM (1.9 MI) TO THE
 DE2509'BRIDGE OVER THE SAVANNAH RIVER, CONTINUE 0.2 KM
 DE2509'(0.15 MI) NORTH OF THE BRIDGE, STATION BEING IN THE
 DE2509'MEDIAN OF SC HIGHWAY 28, 9.1 METERS (30 FEET) WEST OF
 DE2509'THE CENTER OF SC 28 NORTHBOUND, 10.7 KM (35 FEET) EAST
 DE2509'OF THE CENTER OF SC 28 SOUTHBOUND, 1.2 METERS (4.0 FEET)
 DE2509'NORTHWEST OF THE END POST OF THE NORTHBOUND GUARD RAIL,
 DE2509'5.2 METERS (17 FEET) NORTH OF THE END POST OF THE
 DE2509'SOUTHBOUND GUARD RAIL, 1.0 METER (3.3 FEET) NORTHWEST
 DE2509'OF A WITNESS POST.
 DE2509'
 DE2509'THE STATION IS A STANDARD SC-003 DISK
 DE2509'STAMPED---AKGPS 56  1988---AND IS SET
 DE2509'FLUSH WITH THE GROUND SURFACE, THE
 DE2509'MONUMENT IS A BERNSTEN A-2-BR-30 MODEL
 DE2509'ENCASED IN PVC PIPE.
 DE2509
 DE2509                          STATION RECOVERY (1988)
 DE2509
 DE2509'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988
 DE2509'RECOVERED IN GOOD CONDITION.
 DE2509
 DE2509                          STATION RECOVERY (1992)
 DE2509
 DE2509'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2537 ***********************************************************************
 DE2537  DESIGNATION -  AKGPS 84
 DE2537  PID         -  DE2537
 DE2537  STATE/COUNTY-  GA/BURKE
 DE2537  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2537
 DE2537                         *CURRENT SURVEY CONTROL
 DE2537  ___________________________________________________________________
 DE2537* NAD 83(1994)-  33 13 07.86523(N)    081 49 47.16848(W)     ADJUSTED  
 DE2537* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 DE2537  ___________________________________________________________________
 DE2537  X           -     759,068.755 (meters)                     COMP
 DE2537  Y           -  -5,287,029.266 (meters)                     COMP
 DE2537  Z           -   3,474,306.174 (meters)                     COMP
 DE2537  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DE2537  ELLIP HEIGHT-          30.29  (meters)          (09/03/97) GPS OBS
 DE2537  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE2537
 DE2537  HORZ ORDER  -  SECOND
 DE2537  ELLP ORDER  -  FOURTH    CLASS II
 DE2537
 DE2537.The horizontal coordinates were established by GPS observations
 DE2537.and adjusted by the National Geodetic Survey in September 1997..
 DE2537
 DE2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2537
 DE2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2537
 DE2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2537
 DE2537.The ellipsoidal height was determined by GPS observations
 DE2537.and is referenced to NAD 83.
 DE2537
 DE2537.The geoid height was determined by GEOID03.
 DE2537
 DE2537;                    North         East     Units Scale Factor Converg.
 DE2537;SPC GA E     -   356,921.562   231,403.142   MT  0.99991215   +0 11 04.4
 DE2537;SPC GA E     - 1,171,000.16    759,195.14   sFT  0.99991215   +0 11 04.4
 DE2537;UTM  17      - 3,675,856.012   422,677.279   MT  0.99967371   -0 27 16.6
 DE2537
 DE2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2537!SPC GA E     -   0.99999524  x   0.99991215  =   0.99990739
 DE2537!UTM  17      -   0.99999524  x   0.99967371  =   0.99966896
 DE2537
 DE2537                          SUPERSEDED SURVEY CONTROL
 DE2537
 DE2537  NAD 83(1986)-  33 13 07.86972(N)    081 49 47.16289(W) AD(       ) 2
 DE2537  NGVD 29 (09/11/89)   61.0    (m)          200.     (f) GPS OBS        
 DE2537
 DE2537.Superseded values are not recommended for survey control.
 DE2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2537.See file dsdata.txt to determine how the superseded data were derived.
 DE2537
 DE2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2267775856(NAD 83)
 DE2537_MARKER: DD = SURVEY DISK
 DE2537_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE2537_SP_SET: OBJECT DRIVEN INTO GROUND
 DE2537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE2537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2537+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DE2537
 DE2537  HISTORY     - Date     Condition        Report By
 DE2537  HISTORY     - 1988     MONUMENTED       LOCSUR
 DE2537  HISTORY     - 19920922 MARK NOT FOUND   SCGS
 DE2537
 DE2537                          STATION DESCRIPTION
 DE2537
 DE2537'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM)
 DE2537'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHWEST
 DE2537'OF JACKSON, 1.5 KM (0.95 MI) SOUTHWEST OF SHELL BLUFF
 DE2537'LANDING IN BURKE COUNTY, GEORGIA.
 DE2537'
 DE2537'TO REACH THE STATION FROM THE INTERSECTION OF GEORGIA
 DE2537'HIGHWAY 80 AND GEORGIA HIGHWAY 56, GO EAST ON GEORGIA
 DE2537'HIGHWAY 80 FOR 2.0 KM (1.25 MI) TO THE STATION ON THE
 DE2537'LEFT, 63.4 METERS (208 FEET) SOUTHWEST OF A POWER
 DE2537'POLE NEAR A TELEPHONE PEDESTAL, 61.9 METERS (203 FEET)
 DE2537'EAST OF ANOTHER POWER POLE, 73.9 METERS (242.5 FEET)
 DE2537'NORTHWEST OF A POWER POLE ACROSS THE ROAD, 12.2 METERS
 DE2537'(40 FEET) NORTH OF THE CENTER OF GEORGIA HIGHWAY 80,
 DE2537'AND 3.4 METERS (11.3 FEET) SOUTH OF A WITNESS POST.
 DE2537'
 DE2537'THE STATION IS A STANDARD SC-003 DISK
 DE2537'STAMPED---AKGPS 84  1988---AND IS SET
 DE2537'FLUSH WITH THE GROUND SURFACE, THE
 DE2537'MONUMENT IS A BERNSTEN A-2-BR-30
 DE2537'MODEL ENCASED IN PVC PIPE.
 DE2537
 DE2537                          STATION RECOVERY (1992)
 DE2537
 DE2537'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE2537'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS, POOR
 DE2537'DESCRIPTION. RECOVERY BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2538 ***********************************************************************
 DE2538  DESIGNATION -  AKGPS 85
 DE2538  PID         -  DE2538
 DE2538  STATE/COUNTY-  GA/RICHMOND
 DE2538  USGS QUAD   -  MECHANIC HILL (1981)
 DE2538
 DE2538                         *CURRENT SURVEY CONTROL
 DE2538  ___________________________________________________________________
 DE2538* NAD 83(1994)-  33 20 40.97265(N)    081 57 32.13616(W)     ADJUSTED  
 DE2538* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 DE2538  ___________________________________________________________________
 DE2538  X           -     746,074.663 (meters)                     COMP
 DE2538  Y           -  -5,281,124.518 (meters)                     COMP
 DE2538  Z           -   3,485,964.500 (meters)                     COMP
 DE2538  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DE2538  ELLIP HEIGHT-           9.28  (meters)          (09/03/97) GPS OBS
 DE2538  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DE2538
 DE2538  HORZ ORDER  -  SECOND
 DE2538  ELLP ORDER  -  FOURTH    CLASS II
 DE2538
 DE2538.The horizontal coordinates were established by GPS observations
 DE2538.and adjusted by the National Geodetic Survey in September 1997..
 DE2538
 DE2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2538
 DE2538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2538
 DE2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2538
 DE2538.The ellipsoidal height was determined by GPS observations
 DE2538.and is referenced to NAD 83.
 DE2538
 DE2538.The geoid height was determined by GEOID03.
 DE2538
 DE2538;                    North         East     Units Scale Factor Converg.
 DE2538;SPC GA E     -   370,848.274   219,336.204   MT  0.99990461   +0 06 51.1
 DE2538;SPC GA E     - 1,216,691.38    719,605.53   sFT  0.99990461   +0 06 51.1
 DE2538;SPC SC       -   168,021.717   520,353.596   MT  0.99980961   -0 31 53.9
 DE2538;SPC SC       -   551,252.35  1,707,196.84   iFT  0.99980961   -0 31 53.9
 DE2538;UTM  17      - 3,689,913.565   410,769.364   MT  0.99969816   -0 31 37.7
 DE2538
 DE2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2538!SPC GA E     -   0.99999854  x   0.99990461  =   0.99990315
 DE2538!SPC SC       -   0.99999854  x   0.99980961  =   0.99980815
 DE2538!UTM  17      -   0.99999854  x   0.99969816  =   0.99969670
 DE2538
 DE2538                          SUPERSEDED SURVEY CONTROL
 DE2538
 DE2538  NAD 83(1986)-  33 20 40.97869(N)    081 57 32.12993(W) AD(       ) 2
 DE2538  NGVD 29 (09/11/89)   39.6    (m)          130.     (f) GPS OBS        
 DE2538
 DE2538.Superseded values are not recommended for survey control.
 DE2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2538.See file dsdata.txt to determine how the superseded data were derived.
 DE2538
 DE2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1076989914(NAD 83)
 DE2538_MARKER: DD = SURVEY DISK
 DE2538_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE2538_SP_SET: OBJECT DRIVEN INTO GROUND
 DE2538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE2538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2538+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DE2538
 DE2538  HISTORY     - Date     Condition        Report By
 DE2538  HISTORY     - 1988     MONUMENTED       LOCSUR
 DE2538  HISTORY     - 19920922 MARK NOT FOUND   SCGS
 DE2538
 DE2538                          STATION DESCRIPTION
 DE2538
 DE2538'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (CTM)
 DE2538'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST
 DE2538'OF BEECH ISLAND IN RICHMOND COUNTY, GEORGIA.
 DE2538'
 DE2538'TO REACH THE STATION FROM THE INTERSECTION OF GEORGIA
 DE2538'HIGHWAY 56 AND TOBACCO ROAD (GEORGIA HIGHWAY 56 SPUR)
 DE2538'NEAR BUSH FIELD AIRPORT, GO NORTHEAST ON TOBACCO ROAD
 DE2538'TO THE ENTRANCE TO THE AIRPORT WHERE THE GEORGIA
 DE2538'HIGHWAY 56 SPUR CONTINUES SOUTHEAST, GO SOUTHEAST ON
 DE2538'THE GEORGIA HIGHWAY 56 SPUR FOR 3.7 KM (2.3 MI) TO
 DE2538'A CAUTION LIGHT AT THE ENTRANCE TO THE OLIN CORPORATION,
 DE2538'THE STATION BEING THERE AND ON THE LEFT, 85.3 METERS
 DE2538'(280 FEET) NORTHEAST OF THE CENTER OF GEORGIA HIGHWAY 56
 DE2538'SPUR, 67.0 METERS (220 FEET) NORTH OF A TELEPHONE PEDESTAL
 DE2538'NEAR THE OLIN CORPORATION ENTRANCE, 59.7 METERS (196 FEET)
 DE2538'EAST OF THE FIRST POWER POLE OF TWO UNDER THE NEAREST
 DE2538'TRANSMISSION LINE, 22.9 METERS (75 FEET) NORTHWEST OF THE
 DE2538'CENTER OF THE OLIN CORPORATION ENTRANCE, AND 11.8 METERS
 DE2538'(38 FEET) NORTHWEST OF A WITNESS POST.
 DE2538'
 DE2538'THE STATION IS A STANDARD SC-003 DISK
 DE2538'STAMPED---AKGPS 85  1988---AND IS SET
 DE2538'FLUSH WITH THE GROUND SURFACE, THE
 DE2538'MONUMENT IS A BERNSTEN A-2-BR-30
 DE2538'MODEL ENCASED IN PVC PIPE.
 DE2538
 DE2538                          STATION RECOVERY (1992)
 DE2538
 DE2538'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 DE2538'NOT RECOVERED, A THOROUGH SEARCH WAS CONDUCTED WITH NO RESULTS, POOR
 DE2538'DESCRIPTION, MAY BE INTACT. RECOVERY BY M.E. SHARP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1732 ***********************************************************************
 BT1732  DESIGNATION -  AKRIDGE
 BT1732  PID         -  BT1732
 BT1732  STATE/COUNTY-  GA/MITCHELL
 BT1732  USGS QUAD   -  SALE CITY (1974)
 BT1732
 BT1732                         *CURRENT SURVEY CONTROL
 BT1732  ___________________________________________________________________
 BT1732* NAD 83(1994)-  31 15 17.25962(N)    084 04 35.38878(W)     ADJUSTED  
 BT1732* NAVD 88     -       114.46   (+/-2cm)     375.5    (feet)  VERTCON   
 BT1732  ___________________________________________________________________
 BT1732  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BT1732  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT1732
 BT1732  HORZ ORDER  -  SECOND
 BT1732  VERT ORDER  -  THIRD ? (See Below)
 BT1732
 BT1732.The horizontal coordinates were established by classical geodetic methods
 BT1732.and adjusted by the National Geodetic Survey in September 1997..
 BT1732
 BT1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1732.The vertical order pertains to the NGVD 29 superseded value.
 BT1732
 BT1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1732
 BT1732.The geoid height was determined by GEOID03.
 BT1732
 BT1732;                    North         East     Units Scale Factor Converg.
 BT1732;SPC GA W     -   139,099.991   708,587.759   MT  0.99990091   +0 02 48.4
 BT1732;SPC GA W     -   456,363.89  2,324,758.34   sFT  0.99990091   +0 02 48.4
 BT1732;UTM  16      - 3,461,527.353   778,406.667   MT  1.00055617   +1 31 04.2
 BT1732;UTM  17      - 3,461,923.701   207,017.313   MT  1.00065892   -1 35 50.5
 BT1732
 BT1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1732!SPC GA W     -   0.99998632  x   0.99990091  =   0.99988723
 BT1732!UTM  16      -   0.99998632  x   1.00055617  =   1.00054248
 BT1732!UTM  17      -   0.99998632  x   1.00065892  =   1.00064523
 BT1732
 BT1732:                Primary Azimuth Mark                     Grid Az
 BT1732:SPC GA W     -  COTTON                                   159 55 35.9
 BT1732:UTM  16      -  COTTON                                   158 27 20.1
 BT1732:UTM  17      -  COTTON                                   161 34 14.8
 BT1732
 BT1732|---------------------------------------------------------------------|
 BT1732| PID    Reference Object                     Distance      Geod. Az  |
 BT1732|                                                           dddmmss.s |
 BT1732| BT1755 COTTON                              APPROX.11.9 KM 1595824.3 |
 BT1732| BT1774 MEIGS W MUN TANK                    APPROX.20.4 KM 1835645.6 |
 BT1732| CY8000 AKRIDGE AZ MK                                      1850950.8 |
 BT1732| CY8001 AKRIDGE RM 1                         27.030 METERS 19834     |
 BT1732| CY8002 AKRIDGE RM 2                         41.880 METERS 30125     |
 BT1732|---------------------------------------------------------------------|
 BT1732
 BT1732                          SUPERSEDED SURVEY CONTROL
 BT1732
 BT1732  NAD 83(1986)-  31 15 17.26617(N)    084 04 35.39391(W) AD(       ) 2
 BT1732  NAD 27      -  31 15 16.60800(N)    084 04 35.74800(W) AD(       ) 2
 BT1732  NGVD 29 (07/19/86)  114.60   (m)          376.0    (f) LEVELING    3  
 BT1732
 BT1732.Superseded values are not recommended for survey control.
 BT1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1732.See file dsdata.txt to determine how the superseded data were derived.
 BT1732
 BT1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7840761527(NAD 83)
 BT1732_MARKER: DS = TRIANGULATION STATION DISK
 BT1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1732
 BT1732  HISTORY     - Date     Condition        Report By
 BT1732  HISTORY     - 1935     MONUMENTED       CGS
 BT1732  HISTORY     - 1971     MARK NOT FOUND   USGS
 BT1732  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BT1732  HISTORY     - 1974     MARK NOT FOUND   USGS
 BT1732
 BT1732                          STATION DESCRIPTION
 BT1732
 BT1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BT1732'ABOUT 8.7 MILES NORTHEAST OF CAMILLA, 0.5 MILE NORTH OF PEBBLE
 BT1732'CHURCH, ON PROPERTY BELONGING TO MR. DAVIS, FARMED BY D.H.
 BT1732'AKRIDGE, ABOUT 30 PACES SOUTHEAST OF SOUTHEAST CORNER OF
 BT1732'AKRIDGES HOUSE, 62.7 FEET SOUTHEAST OF 36-INCH OAK TREE, 26
 BT1732'FEET EAST OF CENTER LINE OF ROAD, AND 5 FEET WEST OF NORTH-SOUTH
 BT1732'WIRE FENCE LINE.  TO REACH FROM CAMILLA (SEE DESCRIPTION
 BT1732'THEREOF), GO EAST ON STATE HIGHWAY 37 FOR 8.2 MILES TO
 BT1732'T-ROAD LEFT AT PEBBLE CHURCH.  TURN LEFT AND GO 0.5 MILE
 BT1732'TO STATION ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE
 BT1732'STANDARD DISKS IN CONCRETE.  REFERENCE AND
 BT1732'AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE, NOTE 11B.
 BT1732'REFERENCE MARK NO. 1 IS 5 PACES EAST OF CENTER LINE OF
 BT1732'ROAD, 12 INCHES WEST OF FENCE, AND 88.68 FEET
 BT1732'SOUTH-SOUTHWEST OF STATION S 18 DEG 34 MIN W.  NO.
 BT1732'2 IS 7 FEET NORTHWEST OF 6-INCH PECAN TREE, 2-1/2 FEET
 BT1732'SOUTH OF YARD FENCE, AND 137.40 FEET WEST-NORTHWEST OF
 BT1732'STATION N 50 DEG 35 MIN W.  AZIMUTH MARK IS 12 PACES
 BT1732'EAST OF CENTER LINE OF ROAD, 4 PACES NORTH OF CHIMNEY ON
 BT1732'DESERTED CABIN, AND 0.25 MILE SOUTH OF STATION
 BT1732'S 5 DEG 10 MIN W.
 BT1732
 BT1732                          STATION RECOVERY (1971)
 BT1732
 BT1732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BT1732'HEAVY CONSTRUCTION OR CULTURAL DEVELOPMENT IN AREA.  PROBABLY
 BT1732'DESTROYED.
 BT1732'
 BT1732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.7 NW
 BT1732'OF CAMILLA
 BT1732
 BT1732                          STATION RECOVERY (1972)
 BT1732
 BT1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BT1732'REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BT1732'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 BT1732'SEARCHED FOR BUT NOT FOUND.  APPARENTLY THE MARKS WERE DESTROYED
 BT1732'WHEN ROAD WAS WIDENED AND GRADED.  MEASUREMENTS FROM REFERENCE
 BT1732'MARK 2, SHOWED STATION MARK AND REFERENCE MARK 1 TO BE WHERE
 BT1732'DITCH WAS CUT FOR THE ROAD.  A THOROUGH SEARCH WAS MADE
 BT1732'FOR THE AZIMUTH MARK BUT THE MARK WAS NOT RECOVERED.  THE TO
 BT1732'REACH IS ADEQUATE BUT A COMPLETE RECOVERY NOTE FOLLOWS.
 BT1732'
 BT1732'STATION SITE IS LOCATED ABOUT 18 MILES WEST-NORTHWEST OF
 BT1732'MOULTRIE, 8-3/4 MILES EAST OF CAMILLA, 1/2 MILE NORTH OF THE
 BT1732'NEW RED BRICK BAPTIST CHURCH IN PEBBLE CITY.
 BT1732'
 BT1732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37,
 BT1732'112 AND 3 IN CAMILLA, GO EAST ON STATE HIGHWAY 37 FOR 8.2 MILES
 BT1732'TO PEBBLE CITY.  TURN LEFT AND GO NORTH ON BLACKTOP ROAD
 BT1732'FOR 0.5 MILE TO THE REFERENCE MARK 2 ON LEFT AS DESCRIBED.
 BT1732'
 BT1732'REFERENCE MARK 2, A STANDARD DISK STAMPED AKRIDGE NO 2 1935,
 BT1732'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BT1732'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 114
 BT1732'FEET WEST OF THE CENTER OF BLACKTOP ROAD, 43 FEET WEST OF A
 BT1732'24-INCH PECAN TREE, 36 FEET SOUTH OF THE SOUTHWEST CORNER
 BT1732'OF AN ABANDONED HOUSE AND 7 FEET NORTHWEST OF AN 18-INCH
 BT1732'PECAN TREE.
 BT1732'
 BT1732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.7 MILES
 BT1732'EAST OF CAMILLA
 BT1732
 BT1732                          STATION RECOVERY (1974)
 BT1732
 BT1732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WLC)
 BT1732'THE ROAD R/W HAS BEEN WIDENED, MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1311 ***********************************************************************
 BS1311  DESIGNATION -  AL
 BS1311  PID         -  BS1311
 BS1311  STATE/COUNTY-  GA/APPLING
 BS1311  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1311
 BS1311                         *CURRENT SURVEY CONTROL
 BS1311  ___________________________________________________________________
 BS1311* NAD 83(1994)-  31 50 49.67891(N)    082 06 01.31812(W)     ADJUSTED  
 BS1311* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 BS1311  ___________________________________________________________________
 BS1311  X           -     745,333.385 (meters)                     COMP
 BS1311  Y           -  -5,371,580.382 (meters)                     COMP
 BS1311  Z           -   3,346,057.892 (meters)                     COMP
 BS1311  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 BS1311  ELLIP HEIGHT-          25.50  (meters)          (09/03/97) GPS OBS
 BS1311  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 BS1311
 BS1311  HORZ ORDER  -  FIRST
 BS1311  ELLP ORDER  -  FOURTH    CLASS II
 BS1311
 BS1311.The horizontal coordinates were established by GPS observations
 BS1311.and adjusted by the National Geodetic Survey in September 1997..
 BS1311
 BS1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1311
 BS1311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1311
 BS1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1311
 BS1311.The ellipsoidal height was determined by GPS observations
 BS1311.and is referenced to NAD 83.
 BS1311
 BS1311.The geoid height was determined by GEOID03.
 BS1311
 BS1311;                    North         East     Units Scale Factor Converg.
 BS1311;SPC GA E     -   204,769.747   206,274.690   MT  0.99990049   +0 02 05.9
 BS1311;SPC GA E     -   671,815.41    676,752.88   sFT  0.99990049   +0 02 05.9
 BS1311;UTM  17      - 3,524,019.295   395,889.606   MT  0.99973368   -0 34 50.4
 BS1311
 BS1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1311!SPC GA E     -   0.99999600  x   0.99990049  =   0.99989649
 BS1311!UTM  17      -   0.99999600  x   0.99973368  =   0.99972968
 BS1311
 BS1311|---------------------------------------------------------------------|
 BS1311| PID    Reference Object                     Distance      Geod. Az  |
 BS1311|                                                           dddmmss.s |
 BS1311| CR7881 AL RM 1                                            05233     |
 BS1311| BS1310 AL AZ MK                            APPROX. 0.6 KM 2263912.5 |
 BS1311|---------------------------------------------------------------------|
 BS1311
 BS1311                          SUPERSEDED SURVEY CONTROL
 BS1311
 BS1311  NAD 83(1986)-  31 50 49.68359(N)    082 06 01.32409(W) AD(       ) 1
 BS1311  NGVD 29 (09/27/88)   55.0    (m)          180.     (f) GPS OBS        
 BS1311
 BS1311.Superseded values are not recommended for survey control.
 BS1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1311.See file dsdata.txt to determine how the superseded data were derived.
 BS1311
 BS1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9589024019(NAD 83)
 BS1311_MARKER: DD = SURVEY DISK
 BS1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1311+STABILITY: SURFACE MOTION
 BS1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1311+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1985
 BS1311
 BS1311  HISTORY     - Date     Condition        Report By
 BS1311  HISTORY     - 1984     MONUMENTED       GADT
 BS1311  HISTORY     - 19850829 GOOD
 BS1311
 BS1311                          STATION DESCRIPTION
 BS1311
 BS1311'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1311'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHEAST FROM
 BS1311'SURRENCY, 19.5 KM (12.1 MI) SOUTHWEST FROM GLENNVILLE, AND
 BS1311'21.25 KM (13.2 MI) NORTH-NORTHWEST FROM ODUM.
 BS1311'OWNERSHIP--STATE RIGHT OF WAY.
 BS1311'
 BS1311'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 121,169 AND
 BS1311'144 TO THE NORTH-NORTHEAST, STATE ROUTES 169, AND 121 TO THE
 BS1311'SOUTHEAST, AND STATE ROUTE 144 TO THE SOUTHWEST, ABOUT 16 KM (10 MI)
 BS1311'NORTHEAST FROM SURRENCY, GO NORTHEAST ALONG STATE ROUTE 121
 BS1311'(STATE ROUTES 169 AND 144) FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF
 BS1311'A DRIVEWAY TO THE RIGHT AND THE STATION ON THE RIGHT.
 BS1311'
 BS1311'THE STATION IS A STANDARD GADT DISK
 BS1311'STAMPED---AL 1984---,
 BS1311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1311'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BS1311'IT IS LOCATED
 BS1311'12.7 METERS (41.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1311'6.9 METERS (25.5 FT) NORTHEAST FROM THEW CENTERLINE OF THE WOODS
 BS1311'ROAD WHERE IT CROSSES THE THREE LINE,
 BS1311'29.5 METERS (96.7 FT) EAST-SOUTHEAST FROM A POWER POLE ON THE NORTH
 BS1311'SIDE OF THE HIGHWAY, AND
 BS1311'0.95 METER (3.1 FT) NORTHEAST FROM A METAL WITNESS POST.
 BS1311'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1311'STAMPED---AL 1984---,
 BS1311'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1311'OF THE GROUND.
 BS1311'
 BS1311'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1311'STAMPED---AL 1984 RM 1---,
 BS1311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1311'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1311'IT IS LOCATED
 BS1311'38.6 METERS (126.8 FT) NORTHEAST FROM THE CENTERLINE OF THE WOODS
 BS1311'ROAD AT THE WOODS,
 BS1311'15.9 METERS (52 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1311'2.3 METERS (7.5 FT) SOUTH FROM A 6 INCH PINE TREE, AND
 BS1311'0.9 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BS1311'
 BS1311'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1311'STAMPED---AL 1984 AZ MK---,
 BS1311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1311'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1311'IT IS LOCATED
 BS1311'11.8 METERS (38.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1311'11.9 METERS (39 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF THE
 BS1311'CENTERLINES OF THE HIGHWAY AND DIRT COUNTY ROAD 146,
 BS1311'24.65 METERS (80.9 FT) SOUTHWEST FROM A POWER POLE, AND
 BS1311'0.45 METER (1.5 FT) EAST FROM A METAL WITNESS POST.
 BS1311'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1311'STAMPED---AL 1984 AZ MK---,
 BS1311'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1311'OF THE GROUND.
 BS1311'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 121
 BS1311'(STATE ROUTES 169 AND 144) TO THE NORTH-NORTHEAST, STATE ROUTE 169
 BS1311'(STATE ROUTE 121) TO THE SOUTHEAST, AND STATE ROUTE 144 TO THE
 BS1311'SOUTHWEST ABOUT 16 KM (10 MI) NORTHEAST FROM SURRENCY, GO SOUTHWEST
 BS1311'ALONG STATE ROUTE 144 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF
 BS1311'COUNTY ROAD 456 AND THE AZIMUTH MARK ON THE LEFT.
 BS1311'
 BS1311'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1311'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP APPLING COUNTY GEORGIA
 BS1311'1977.  REVISED JANUARY 1979.  DESCRIBED BY P.R. MILTON.
 BS1311
 BS1311                          STATION RECOVERY (1985)
 BS1311
 BS1311'RECOVERED 1985
 BS1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1310 ***********************************************************************
 BS1310  DESIGNATION -  AL AZ MK
 BS1310  PID         -  BS1310
 BS1310  STATE/COUNTY-  GA/APPLING
 BS1310  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1310
 BS1310                         *CURRENT SURVEY CONTROL
 BS1310  ___________________________________________________________________
 BS1310* NAD 83(1994)-  31 50 35.54492(N)    082 06 18.85963(W)     ADJUSTED  
 BS1310* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 BS1310  ___________________________________________________________________
 BS1310  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 BS1310  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 BS1310
 BS1310  HORZ ORDER  -  SECOND
 BS1310
 BS1310.The horizontal coordinates were established by classical geodetic methods
 BS1310.and adjusted by the National Geodetic Survey in September 1997..
 BS1310.No horizontal observational check was made to the station.
 BS1310
 BS1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1310
 BS1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1310
 BS1310.The geoid height was determined by GEOID03.
 BS1310
 BS1310;                    North         East     Units Scale Factor Converg.
 BS1310;SPC GA E     -   204,334.176   205,813.789   MT  0.99990042   +0 01 56.7
 BS1310;SPC GA E     -   670,386.38    675,240.74   sFT  0.99990042   +0 01 56.7
 BS1310;UTM  17      - 3,523,588.773   395,424.129   MT  0.99973487   -0 34 59.4
 BS1310
 BS1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1310!SPC GA E     -   0.99999621  x   0.99990042  =   0.99989663
 BS1310!UTM  17      -   0.99999621  x   0.99973487  =   0.99973108
 BS1310
 BS1310                          SUPERSEDED SURVEY CONTROL
 BS1310
 BS1310  NAD 83(1986)-  31 50 35.55007(N)    082 06 18.86610(W) AD(       ) 2
 BS1310  NGVD 29 (09/27/88)   53.4    (m)          175.     (f) VERT ANG       
 BS1310
 BS1310.Superseded values are not recommended for survey control.
 BS1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1310.See file dsdata.txt to determine how the superseded data were derived.
 BS1310
 BS1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9542423589(NAD 83)
 BS1310_MARKER: DD = SURVEY DISK
 BS1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1310+STABILITY: SURFACE MOTION
 BS1310
 BS1310  HISTORY     - Date     Condition        Report By
 BS1310  HISTORY     - 1984     MONUMENTED       GADT
 BS1310
 BS1310                          STATION DESCRIPTION
 BS1310
 BS1310'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1310'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHEAST FROM
 BS1310'SURRENCY, 19.5 KM (12.1 MI) SOUTHWEST FROM GLENNVILLE, AND 21.25 KM
 BS1310'(13.2 MI) NORTH-NORTHWEST FROM ODUM.
 BS1310'OWNERSHIP--STATE RIGHT OF WAY.
 BS1310'
 BS1310'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 121 (STATE
 BS1310'ROUTES 169 AND 144) TO THE NORTHEAST, STATE ROUTE 169 (STATE ROUTE
 BS1310'121) TO THE SOUTHEAST, AND STATE ROUTE 144 TO THE SOUTHWEST ABOUT
 BS1310'16 KM (10 MI) NORTHEAST FROM SURRENCY, GO SOUTHWEST ALONG STATE
 BS1310'ROUTE 144 FOR 0.25 KM (0.15 MI) TO THE JUNCTRION OF COUNTY ROAD
 BS1310'456 AND THE STATION ON THE LEFT.
 BS1310'
 BS1310'THE STATION IS A STANDARD GADT DISK
 BS1310'STAMPED---AL 1984 AZ MK---,
 BS1310'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1310'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1310'IT IS LOCATED
 BS1310'11.8 METERS (38.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1310'11.9 METERS (39 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF THE
 BS1310'CENTERLINES OF THE HIGHWAY AND DIRT COUNTY ROAD 146,
 BS1310'24.65 METERS (80.9 FT) SOUTHWEST FROM A POWER POLE, AND
 BS1310'0.45 METER (1.5 FT) EAST FROM A METAL WITNESS POST.
 BS1310'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1310'STAMPED---AL 1984 AZ MK---,
 BS1310'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1310'
 BS1310'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP APPLING
 BS1310'COUNTY GEORGIA 1977.  REVISED JANUARY 1979.  DESCRIBED BY P.R.
 BS1310'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2788 ***********************************************************************
 DG2788  DESIGNATION -  ALABAMA 1927
 DG2788  PID         -  DG2788
 DG2788  STATE/COUNTY-  GA/FULTON
 DG2788  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2788
 DG2788                         *CURRENT SURVEY CONTROL
 DG2788  ___________________________________________________________________
 DG2788* NAD 83(1994)-  33 45 16.21947(N)    084 23 38.01788(W)     ADJUSTED  
 DG2788* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 DG2788  ___________________________________________________________________
 DG2788  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DG2788  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2788
 DG2788  HORZ ORDER  -  FIRST
 DG2788
 DG2788.The horizontal coordinates were established by classical geodetic methods
 DG2788.and adjusted by the National Geodetic Survey in September 1997..
 DG2788
 DG2788.The orthometric height was scaled from a topographic map.
 DG2788
 DG2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2788
 DG2788.The geoid height was determined by GEOID03.
 DG2788
 DG2788;                    North         East     Units Scale Factor Converg.
 DG2788;SPC GA W     -   416,299.303   678,949.553   MT  0.99990546   -0 07 34.5
 DG2788;SPC GA W     - 1,365,808.63  2,227,520.33   sFT  0.99990546   -0 07 34.5
 DG2788;UTM  16      - 3,737,988.183   741,390.469   MT  1.00031840   +1 26 55.5
 DG2788
 DG2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2788!SPC GA W     -   0.99995360  x   0.99990546  =   0.99985907
 DG2788!UTM  16      -   0.99995360  x   1.00031840  =   1.00027199
 DG2788
 DG2788|---------------------------------------------------------------------|
 DG2788| PID    Reference Object                     Distance      Geod. Az  |
 DG2788|                                                           dddmmss.s |
 DG2788| DG0237 GLENN                               242.079 METERS 01322     |
 DG2788| DG0215 NELSON                              393.191 METERS 21323     |
 DG2788|---------------------------------------------------------------------|
 DG2788
 DG2788                          SUPERSEDED SURVEY CONTROL
 DG2788
 DG2788  NAD 83(1994)-  33 45 16.22449(N)    084 23 38.01865(W) AD(       ) 1
 DG2788  NAD 83(1986)-  33 45 16.22449(N)    084 23 38.01871(W) AD(       ) 1
 DG2788  NAD 27      -  33 45 15.84500(N)    084 23 38.28200(W) AD(       ) 1
 DG2788
 DG2788.Superseded values are not recommended for survey control.
 DG2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2788.See file dsdata.txt to determine how the superseded data were derived.
 DG2788
 DG2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4139037988(NAD 83)
 DG2788_MARKER: B = BOLT
 DG2788_SETTING: 0 = UNSPECIFIED SETTING
 DG2788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2788
 DG2788  HISTORY     - Date     Condition        Report By
 DG2788  HISTORY     - 1927     MONUMENTED       CGS
 DG2788  HISTORY     - 1951     GOOD             CGS
 DG2788
 DG2788                          STATION DESCRIPTION
 DG2788
 DG2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2788'TRAVERSE STATION IS ON THE E SIDE OF SPRING STREET VIADUCT IN
 DG2788'THE SIDEWALK AT THE STAIRWAY LANDING TO ALABAMA STREET, 5.11
 DG2788'FEET E OF E CURB OF SPRING STREET, 19.19 FEET N FROM S GUARD
 DG2788'RAIL POST OF STAIRWAY LEADING TO ALABAMA STREET AND 14.70
 DG2788'FEET N FROM N GUARD RAIL POST OF STAIRWAY LEADING TO ALABAMA
 DG2788'STREET.
 DG2788'
 DG2788'STATION IS A COPPER BOLT SET IN A DRILL HOLE EVEN WITH THE
 DG2788'SIDEWALK.
 DG2788'
 DG2788'THIS IS A TEMPORARY STATION.
 DG2788
 DG2788                          STATION RECOVERY (1951)
 DG2788
 DG2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG2788'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 DG2788'ACCURATE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1360 ***********************************************************************
 BS1360  DESIGNATION -  ALAPAHA
 BS1360  PID         -  BS1360
 BS1360  STATE/COUNTY-  GA/BERRIEN
 BS1360  USGS QUAD   -  ALAPAHA (1977)
 BS1360
 BS1360                         *CURRENT SURVEY CONTROL
 BS1360  ___________________________________________________________________
 BS1360* NAD 83(1994)-  31 22 46.36743(N)    083 12 53.92048(W)     ADJUSTED  
 BS1360* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BS1360  ___________________________________________________________________
 BS1360  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BS1360  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BS1360
 BS1360  HORZ ORDER  -  FIRST
 BS1360
 BS1360.The horizontal coordinates were established by classical geodetic methods
 BS1360.and adjusted by the National Geodetic Survey in September 1997..
 BS1360
 BS1360.The orthometric height was scaled from a topographic map.
 BS1360
 BS1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1360
 BS1360.The geoid height was determined by GEOID03.
 BS1360
 BS1360;                    North         East     Units Scale Factor Converg.
 BS1360;SPC GA W     -   153,318.470   790,521.219   MT  1.00000104   +0 29 44.1
 BS1360;SPC GA W     -   503,012.35  2,593,568.37   sFT  1.00000104   +0 29 44.1
 BS1360;UTM  17      - 3,473,787.154   289,362.731   MT  1.00014727   -1 09 13.6
 BS1360
 BS1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1360!SPC GA W     -   0.99998950  x   1.00000104  =   0.99999054
 BS1360!UTM  17      -   0.99998950  x   1.00014727  =   1.00013677
 BS1360
 BS1360|---------------------------------------------------------------------|
 BS1360| PID    Reference Object                     Distance      Geod. Az  |
 BS1360|                                                           dddmmss.s |
 BS1360| CW3266 ALAPAHA RM                            9.140 METERS 17745     |
 BS1360|---------------------------------------------------------------------|
 BS1360
 BS1360                          SUPERSEDED SURVEY CONTROL
 BS1360
 BS1360  NAD 83(1986)-  31 22 46.38112(N)    083 12 53.92732(W) AD(       ) 1
 BS1360  NAD 27      -  31 22 45.66900(N)    083 12 54.37000(W) AD(       ) 1
 BS1360
 BS1360.Superseded values are not recommended for survey control.
 BS1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1360.See file dsdata.txt to determine how the superseded data were derived.
 BS1360
 BS1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ8936373787(NAD 83)
 BS1360_MARKER: DS = TRIANGULATION STATION DISK
 BS1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1360
 BS1360  HISTORY     - Date     Condition        Report By
 BS1360  HISTORY     - 1917     MONUMENTED       CGS
 BS1360  HISTORY     - 1938     MARK NOT FOUND   CGS
 BS1360  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS1360
 BS1360                          STATION DESCRIPTION
 BS1360
 BS1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BS1360'ABOUT 1/3 MILE SOUTH OF ALAPAHA STATION, ON ATLANTIC COAST
 BS1360'LINE RAILWAY RIGHT-OF-WAY, 70 METERS (230 FEET) NORTH OF
 BS1360'SWITCH STAND AT SOUTH END OF PASSING TRACK, 3.04 METERS
 BS1360'(10.0 FEET) WEST OF WEST RAIL OF MAIN TRACK, AND ABOUT 80
 BS1360'METERS (262 FEET) NORTH OF PRIVATE ROAD CROSSING.  SURFACE
 BS1360'MARK IS STANDARD DISK IN CONCRETE.  UNDERGROUND
 BS1360'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS 1-INCH
 BS1360'IRON PIN IN CENTER OF MOUND OF CONCRETE, 1.6 FEET EAST OF
 BS1360'FIRST LINE OF TELEPHONE POLES WEST OF TRACK, 11.71 METERS
 BS1360'(38.4 FEET) WEST OF WEST RAIL OF MAIN TRACK, AND 9.14 METERS
 BS1360'(30.0 FEET) FROM STATION IN GRID AZIMUTH 357 DEG 15 MIN.
 BS1360'GRID AZIMUTH FROM STATION TO RAILWAY WATER TANK AT ALAPHA
 BS1360'IS 104 DEG 09 MIN 04 SEC.  IN 1938 REFERENCE MARK
 BS1360'RECOVERED, STATION NOT RECOVERED.
 BS1360
 BS1360                          STATION RECOVERY (1979)
 BS1360
 BS1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BS1360'PROBABLY DESTROYED.  ONLY ONE TRACK REMAINS.  ONLY REFERENCE POINTS
 BS1360'FOUND WERE TRACK AND SIGNAL POST.  PREVIOUS MEASUREMENTS INDICATE
 BS1360'THAT STATION WOULD BE IN A DITCH.  REFERENCE MARK 1 AREA HAS BEEN
 BS1360'GRADED OFF.  A LUMBER COMPANY OWNS THE LAND.
 BS1360'
 BS1360'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1549 ***********************************************************************
 BT1549  DESIGNATION -  ALBANY A
 BT1549  PID         -  BT1549
 BT1549  STATE/COUNTY-  GA/DOUGHERTY
 BT1549  USGS QUAD   -  ALBANY EAST (1988)
 BT1549
 BT1549                         *CURRENT SURVEY CONTROL
 BT1549  ___________________________________________________________________
 BT1549* NAD 83(1994)-  31 34 25.56532(N)    084 07 23.64455(W)     ADJUSTED  
 BT1549* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 BT1549  ___________________________________________________________________
 BT1549  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BT1549  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT1549
 BT1549  HORZ ORDER  -  FIRST
 BT1549
 BT1549.The horizontal coordinates were established by classical geodetic methods
 BT1549.and adjusted by the National Geodetic Survey in September 1997..
 BT1549
 BT1549.The orthometric height was scaled from a topographic map.
 BT1549
 BT1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1549
 BT1549.The geoid height was determined by GEOID03.
 BT1549
 BT1549;                    North         East     Units Scale Factor Converg.
 BT1549;SPC GA W     -   174,460.502   704,122.492   MT  0.99990021   +0 01 21.9
 BT1549;SPC GA W     -   572,375.83  2,310,108.54   sFT  0.99990021   +0 01 21.9
 BT1549;UTM  16      - 3,496,783.405   773,027.556   MT  1.00051951   +1 30 25.9
 BT1549
 BT1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1549!SPC GA W     -   0.99999438  x   0.99990021  =   0.99989459
 BT1549!UTM  16      -   0.99999438  x   1.00051951  =   1.00051388
 BT1549
 BT1549:                Primary Azimuth Mark                     Grid Az
 BT1549:SPC GA W     -  DARROW A RESET                           147 50 33.6
 BT1549:UTM  16      -  DARROW A RESET                           146 21 29.6
 BT1549
 BT1549|---------------------------------------------------------------------|
 BT1549| PID    Reference Object                     Distance      Geod. Az  |
 BT1549|                                                           dddmmss.s |
 BT1549| BT2238 DARROW A RESET                      APPROX. 1.3 KM 1475155.5 |
 BT1549| BT0098 ALBANY                              150.679 METERS 17519     |
 BT1549| BT1557 ALBANY B 1917                       347.672 METERS 30718     |
 BT1549| CY8003 ALBANY A RM                          15.520 METERS 34950     |
 BT1549|---------------------------------------------------------------------|
 BT1549
 BT1549                          SUPERSEDED SURVEY CONTROL
 BT1549
 BT1549  NAD 83(1986)-  31 34 25.57091(N)    084 07 23.65151(W) AD(       ) 1
 BT1549  NAD 27      -  31 34 24.94400(N)    084 07 23.98000(W) AD(       ) 1
 BT1549
 BT1549.Superseded values are not recommended for survey control.
 BT1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1549.See file dsdata.txt to determine how the superseded data were derived.
 BT1549
 BT1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7302896783(NAD 83)
 BT1549_MARKER: DS = TRIANGULATION STATION DISK
 BT1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1549
 BT1549  HISTORY     - Date     Condition        Report By
 BT1549  HISTORY     - 1917     MONUMENTED       CGS
 BT1549  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BT1549
 BT1549                          STATION DESCRIPTION
 BT1549
 BT1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1549'ABOUT 3/4 MILE NORTH OF MILEPOST 168, 200 METERS (656 FEET)
 BT1549'NORTH OF SWITCH AT ALBANY JUNCTION ON ATLANTIC COAST LINE
 BT1549'RAILWAY, 9 FEET SOUTHEAST OF WHISTLE POST, ON TANGENT TO EAST RAIL
 BT1549'OF MAIN TRACK, 70 METERS (230 FEET) FROM POINT OF TANGENCY,
 BT1549'AND 5.66 METERS (18.6 FEET) EAST OF THAT RAIL.  REFERENCE MARK,
 BT1549'A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 BT1549'IS 3.37 METERS (11.0 FEET) EAST OF EAST
 BT1549'RAIL OF MAIN TRACK, AND 15.52 METERS (50.9 FEET) FROM STATION
 BT1549'IN GRID AZIMUTH 169 DEG 49 MIN.  IN 1935, STATION MARK
 BT1549'REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1563 ***********************************************************************
 BT1563  DESIGNATION -  ALBANY ALUMINUM MUNICIPAL TANK
 BT1563  PID         -  BT1563
 BT1563  STATE/COUNTY-  GA/DOUGHERTY
 BT1563  USGS QUAD   -  ALBANY WEST (1988)
 BT1563
 BT1563                         *CURRENT SURVEY CONTROL
 BT1563  ___________________________________________________________________
 BT1563* NAD 83(1994)-  31 34 52.57487(N)    084 09 16.74104(W)     ADJUSTED  
 BT1563* NAVD 88     -                                                        
 BT1563  ___________________________________________________________________
 BT1563  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BT1563  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT1563
 BT1563  HORZ ORDER  -  THIRD
 BT1563
 BT1563.The horizontal coordinates were established by classical geodetic methods
 BT1563.and adjusted by the National Geodetic Survey in September 1997..
 BT1563
 BT1563
 BT1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1563
 BT1563.The geoid height was determined by GEOID03.
 BT1563
 BT1563;                    North         East     Units Scale Factor Converg.
 BT1563;SPC GA W     -   175,291.553   701,140.481   MT  0.99990002   +0 00 22.7
 BT1563;SPC GA W     -   575,102.37  2,300,325.06   sFT  0.99990002   +0 00 22.7
 BT1563;UTM  16      - 3,497,537.378   770,023.185   MT  1.00049938   +1 29 27.7
 BT1563
 BT1563                          SUPERSEDED SURVEY CONTROL
 BT1563
 BT1563  NAD 83(1986)-  31 34 52.57968(N)    084 09 16.74650(W) AD(       ) 4
 BT1563  NAD 27      -  31 34 51.95600(N)    084 09 17.07300(W) AD(       ) 3
 BT1563
 BT1563.Superseded values are not recommended for survey control.
 BT1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1563.See file dsdata.txt to determine how the superseded data were derived.
 BT1563
 BT1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7002397537(NAD 83)
 BT1563_MARKER: 51 = TANK
 BT1563
 BT1563  HISTORY     - Date     Condition        Report By
 BT1563  HISTORY     - 1935     FIRST OBSERVED   CGS
 BT1563  HISTORY     - 1947     GOOD             CGS
 BT1563  HISTORY     - 1964     GOOD             CGS
 BT1563  HISTORY     - 1970     GOOD             NGS
 BT1563  HISTORY     - 1973     GOOD             NGS
 BT1563  HISTORY     - 1977     GOOD             NGS
 BT1563  HISTORY     - 1980     GOOD             NGS
 BT1563  HISTORY     - 19990324 GOOD             USPSQD
 BT1563
 BT1563                          STATION DESCRIPTION
 BT1563
 BT1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BT1563'AT ALBANY, RED LIGHT ON TOP OF ALBANY SIGN WHICH IS ON TOP
 BT1563'OF ALUMINUM MUNICIPAL SUPPLY TANK.
 BT1563
 BT1563                          STATION RECOVERY (1947)
 BT1563
 BT1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (MBC)
 BT1563'DESCRIPTION ADEQUATE.
 BT1563
 BT1563                          STATION RECOVERY (1964)
 BT1563
 BT1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FLJ)
 BT1563'THE RED LIGHT ON TOP OF THE TANK MENTIONED IN THE ORIGINAL
 BT1563'DESCRIPTION IS GONE.  OTHERWISE THE EXISTING DESCRIPTION IS
 BT1563'ADEQUATE FOR RECOVERY.
 BT1563
 BT1563                          STATION RECOVERY (1970)
 BT1563
 BT1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 BT1563'THE STATION WAS RECOVERED AS DESCRIBED.
 BT1563'
 BT1563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT1563'DOWNTOWN ALBANY.
 BT1563
 BT1563                          STATION RECOVERY (1973)
 BT1563
 BT1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1563'THE STATION WAS RECOVERED.  IT IS THE RED BALL ATOP THE ALBANY
 BT1563'MUNICIPAL WATER TANK WHICH HAS 8 TRUSSWORK LEGS, HAS AN OVERALL
 BT1563'HEIGHT OF 140 FEET AND IS PAINTED SILVER.  IT IS 70 FEET EAST OF
 BT1563'THE WATER WORKS BUILDING WHICH IS LOCATED AT 314 ROOSEVELT AVENUE
 BT1563'IN ALBANY
 BT1563'
 BT1563'NOTE--STATION IS LISTED AS ALBANY ALUMINUM MUNICIPAL TANK 1935
 BT1563
 BT1563                          STATION RECOVERY (1977)
 BT1563
 BT1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 BT1563'STATION RECOVERED IN GOOD CONDITION AS DESCRIPTION IN QUAD 310841
 BT1563'STATION 1058
 BT1563'
 BT1563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT1563'IN ALBANY.
 BT1563
 BT1563                          STATION RECOVERY (1980)
 BT1563
 BT1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BT1563'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 BT1563'
 BT1563'STATION IS AN ELEVATED TANK SUPPORTED BY 8 LEGS, IS PAINTED
 BT1563'ALUMINUM IN COLOR, HAS A BALL FINAL ATOP CENTER AND IS LOCATED
 BT1563'IN DOWNTOWN ALBANY AT WATER PLANT.
 BT1563'
 BT1563'TANK ERECTED IN 1932.
 BT1563
 BT1563                          STATION RECOVERY (1999)
 BT1563
 BT1563'RECOVERY NOTE BY US POWER SQUADRON 1999
 BT1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1557 ***********************************************************************
 BT1557  DESIGNATION -  ALBANY B 1917
 BT1557  PID         -  BT1557
 BT1557  STATE/COUNTY-  GA/DOUGHERTY
 BT1557  USGS QUAD   -  ALBANY WEST (1988)
 BT1557
 BT1557                         *CURRENT SURVEY CONTROL
 BT1557  ___________________________________________________________________
 BT1557* NAD 83(1994)-  31 34 32.40612(N)    084 07 34.13267(W)     ADJUSTED  
 BT1557* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BT1557  ___________________________________________________________________
 BT1557  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BT1557  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT1557
 BT1557  HORZ ORDER  -  FIRST
 BT1557
 BT1557.The horizontal coordinates were established by classical geodetic methods
 BT1557.and adjusted by the National Geodetic Survey in September 1997..
 BT1557
 BT1557.The orthometric height was scaled from a topographic map.
 BT1557
 BT1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1557
 BT1557.The geoid height was determined by GEOID03.
 BT1557
 BT1557;                    North         East     Units Scale Factor Converg.
 BT1557;SPC GA W     -   174,671.070   703,845.883   MT  0.99990018   +0 01 16.4
 BT1557;SPC GA W     -   573,066.67  2,309,201.03   sFT  0.99990018   +0 01 16.4
 BT1557;UTM  16      - 3,496,986.863   772,745.410   MT  1.00051761   +1 30 20.7
 BT1557
 BT1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1557!SPC GA W     -   0.99999296  x   0.99990018  =   0.99989314
 BT1557!UTM  16      -   0.99999296  x   1.00051761  =   1.00051057
 BT1557
 BT1557|---------------------------------------------------------------------|
 BT1557| PID    Reference Object                     Distance      Geod. Az  |
 BT1557|                                                           dddmmss.s |
 BT1557| BT1549 ALBANY A                            347.672 METERS 12718     |
 BT1557| BT1392 ALBANY=C                            315.795 METERS 28144     |
 BT1557|---------------------------------------------------------------------|
 BT1557
 BT1557                          SUPERSEDED SURVEY CONTROL
 BT1557
 BT1557  NAD 83(1986)-  31 34 32.41167(N)    084 07 34.13953(W) AD(       ) 1
 BT1557  NAD 27      -  31 34 31.78500(N)    084 07 34.46700(W) AD(       ) 1
 BT1557
 BT1557.Superseded values are not recommended for survey control.
 BT1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1557.See file dsdata.txt to determine how the superseded data were derived.
 BT1557
 BT1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7274596987(NAD 83)
 BT1557_MARKER: DS = TRIANGULATION STATION DISK
 BT1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1557+STABILITY: SURFACE MOTION
 BT1557
 BT1557  HISTORY     - Date     Condition        Report By
 BT1557  HISTORY     - 1917     MONUMENTED       CGS
 BT1557  HISTORY     - 1934     SEE DESCRIPTION  CGS
 BT1557
 BT1557                          STATION DESCRIPTION
 BT1557
 BT1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1557'ON MIDDLE OF CURVE, 110 METERS (360 FEET) SOUTH OF THE COAL CHUTE
 BT1557'AT ALBANY, ON ATLANTIC COAST LINE RAILWAY, 70 METERS (230 FEET)
 BT1557'NORTH OF THE SWITCH AT SOUTH END OF STORAGE TANK AND 9.42 METERS
 BT1557'(30.9 FEET) EAST OF EAST RAIL OF MAIN TRACK.  REFERENCE MARK,
 BT1557'A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE,
 BT1557'DISTANCE FROM STATION AND GRID
 BT1557'AZIMUTH NOT AVAILABLE.  IN 1934, REPORTED STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2304 ***********************************************************************
 BT2304  DESIGNATION -  ALBANY CBL 0
 BT2304  PID         -  BT2304
 BT2304  STATE/COUNTY-  GA/DOUGHERTY
 BT2304  USGS QUAD   -  ALBANY WEST (1988)
 BT2304
 BT2304                         *CURRENT SURVEY CONTROL
 BT2304  ___________________________________________________________________
 BT2304* NAD 83(1994)-  31 32 32.09799(N)    084 12 04.73273(W)     ADJUSTED  
 BT2304* NAVD 88     -        58.1    (meters)     191.     (feet)  GPS OBS   
 BT2304  ___________________________________________________________________
 BT2304  X           -     549,703.856 (meters)                     COMP
 BT2304  Y           -  -5,412,968.969 (meters)                     COMP
 BT2304  Z           -   3,317,296.627 (meters)                     COMP
 BT2304  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT2304  ELLIP HEIGHT-          31.11  (meters)          (03/29/00) GPS OBS
 BT2304  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT2304
 BT2304  HORZ ORDER  -  SECOND
 BT2304  ELLP ORDER  -  FOURTH    CLASS I
 BT2304
 BT2304.This mark is at Southwest Georgia Regional Airport (ABY)
 BT2304
 BT2304.The horizontal coordinates were established by classical geodetic methods
 BT2304.and adjusted by the National Geodetic Survey in September 1997..
 BT2304.No horizontal observational check was made to the station.
 BT2304
 BT2304.The orthometric height was determined by GPS observations and a
 BT2304.high-resolution geoid model.
 BT2304
 BT2304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2304
 BT2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2304
 BT2304.The ellipsoidal height was determined by GPS observations
 BT2304.and is referenced to NAD 83.
 BT2304
 BT2304.The geoid height was determined by GEOID03.
 BT2304
 BT2304;                    North         East     Units Scale Factor Converg.
 BT2304;SPC GA W     -   170,965.788   696,710.171   MT  0.99990013   -0 01 05.3
 BT2304;SPC GA W     -   560,910.26  2,285,789.95   sFT  0.99990013   -0 01 05.3
 BT2304;UTM  16      - 3,493,095.739   765,703.855   MT  1.00047084   +1 27 53.7
 BT2304
 BT2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2304!SPC GA W     -   0.99999511  x   0.99990013  =   0.99989525
 BT2304!UTM  16      -   0.99999511  x   1.00047084  =   1.00046595
 BT2304
 BT2304                          SUPERSEDED SURVEY CONTROL
 BT2304
 BT2304  NAD 83(1986)-  31 32 32.10596(N)    084 12 04.73944(W) AD(       ) 2
 BT2304
 BT2304.Superseded values are not recommended for survey control.
 BT2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2304.See file dsdata.txt to determine how the superseded data were derived.
 BT2304
 BT2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6570493096(NAD 83)
 BT2304_MARKER: DQ = CALIBRATION BASE LINE DISK
 BT2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2304_SP_SET: CONCRETE POST
 BT2304_STAMPING: ALBANY 0
 BT2304_MARK LOGO: GADT  
 BT2304_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2304+STABILITY: SURFACE MOTION
 BT2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2304+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1996
 BT2304
 BT2304  HISTORY     - Date     Condition        Report By
 BT2304  HISTORY     - 1983     MONUMENTED       GADT
 BT2304  HISTORY     - 19900630 GOOD             NGS
 BT2304  HISTORY     - 19910524 GOOD             NGS
 BT2304  HISTORY     - 19910524 GOOD             NGS
 BT2304  HISTORY     - 19960524 GOOD             NGS
 BT2304
 BT2304                          STATION DESCRIPTION
 BT2304
 BT2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 BT2304'THE CALIBRATION BASELINE IS LOCATED ON THE WEST SIDE OF RUNWAY 16-34
 BT2304'AT ALBANY-DOUGHERTY COUNTY AIRPORT.  CBL 0 IS 116.2 FT (35.4 M)
 BT2304'NORTHWEST OF A TREE AND ROCK OUTCROP, 31.5 FT (9.6 M) EAST-NORTHEAST
 BT2304'OF A 4 FOOT (1.2 M) WITNESS POST, 4.0 FT (1.2 M) EAST-NORTHEAST OF A
 BT2304'1.5 FT (0.5 M) WITNESS POST, 98.9 FT (30.1 M) NORTHWEST OF A BOULDER
 BT2304'INSIDE OF A TREE AREA, AND 100.0 FT (30.5 M) NORTH-NORTHWEST OF CBL
 BT2304'100.  THE STATION IS A GEORGIA DEPT OF TRANS DISK STAMPED ALBANY 0.
 BT2304
 BT2304                          STATION RECOVERY (1991)
 BT2304
 BT2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BT2304'MARK IS A COMPONENT OF THE ALBANY CALIBRATION BASE LINE, LOCATED ON
 BT2304'THE SOUTH SIDE OF ALBANY AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.
 BT2304'OWNERSHIP--CITY OF ALBANY.
 BT2304'NOTE - BECAUSE OF AIRPORT SECURITY AND SAFETY CONCERNS, ALL USERS MUST
 BT2304'BE ACCOMPANIED TO THE SITE.  TO ARRANGE AN ESCORT TO THE MARK CONTACT
 BT2304'MR. NORRIS STEAVENS, JR. AT THE OFFICE OF THE CITY ENGINEER, CITY OF
 BT2304'ALBANY, 1900 NORTH MONROE STREET, ALBANY, GA 31701. TELEPHONE (912)
 BT2304'883-6950.  HIS MAILING ADDRESS IS P.O. BOX 447, ALBANY, GA 31703-4801.
 BT2304'THE OFFICE OF THE CITY ENGINEER IS LOCATED ON THE SECOND FLOOR OF THE
 BT2304'PUBLIC WORKS BUILDING AT 1900 NORTH MONROE STREET.  TO REACH THIS
 BT2304'BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 82 (LIBERTY
 BT2304'EXPRESSWAY) AND STATE HIGHWAYS 91 AND 133 (JEFFERSON STREET), LOCATED
 BT2304'ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 91 AND 133
 BT2304'FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF 11TH AVENUE ON THE RIGHT.
 BT2304'TURN RIGHT AND GO WEST ON 11TH AVENUE FOR 0.32 KM (0.20 MI) TO THE
 BT2304'INTERSECTION OF MONROE STREET.  THE PUBLIC WORKS BUILDING IS TO THE
 BT2304'RIGHT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION.
 BT2304'MARK IS SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH
 BT2304'WITH GROUND SURFACE.  IT IS ABOUT 192 M (629.9 FT) NORTHWEST OF THE
 BT2304'NORTHWEST CORNER OF RUNWAY 34-16 AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF
 BT2304'A CARSONITE WITNESS POST.
 BT2304'FOR MORE INFORMATION CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF
 BT2304'COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET,
 BT2304'ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 BT2304
 BT2304                          STATION RECOVERY (1991)
 BT2304
 BT2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LPB)
 BT2304'MARK IS A COMPONENT OF THE ALBANY CALIBRATION BASE LINE, LOCATED ON
 BT2304'THE SOUTH SIDE OF ALBANY AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.
 BT2304'OWNERSHIP--CITY OF ALBANY. NOTE - BECAUSE OF AIRPORT SECURITY AND
 BT2304'SAFETY CONCERNS, ALL USERS MUST BE ACCOMPANIED TO THE SITE.  TO
 BT2304'ARRANGE AN ESCORT TO THE MARK CONTACT MR. NORRIS STEAVENS, JR. AT THE
 BT2304'OFFICE OF THE CITY ENGINEER, CITY OF ALBANY, 1900 NORTH MONROE STREET,
 BT2304'ALBANY, GA 31701. HIS MAILING ADDRESS IS P.O. BOX 447, ALBANY, GA
 BT2304'31703-4801. THE OFFICE OF THE CITY ENGINEER IS LOCATED ON THE SECOND
 BT2304'FLOOR OF THE PUBLIC WORKS BUILDING AT 1900 NORTH MONROE STREET.  TO
 BT2304'REACH THIS BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 82 (LIBERTY
 BT2304'EXPRESSWAY) AND STATE HIGHWAYS 91 AND 133 (JEFFERSON STREET), LOCATED
 BT2304'ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 91 AND 133 FOR
 BT2304'0.8 KM (0.5 MI) TO THE INTERSECTION OF 11TH AVENUE ON THE RIGHT. TURN
 BT2304'RIGHT AND GO WEST ON 11TH AVENUE FOR 0.32 KM (0.20 MI) TO THE
 BT2304'INTERSECTION OF MONROE STREET.  THE PUBLIC WORKS BUILDING IS TO THE
 BT2304'RIGHT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION. MARK IS SET IN
 BT2304'THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND
 BT2304'SURFACE.  IT IS ABOUT 192 M (629.9 FT) NORTHWEST OF THE NORTHWEST
 BT2304'CORNER OF RUNWAY 34-16 AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A
 BT2304'CARSONITE WITNESS POST. FOR MORE INFORMATION CONTACT MR. JEFFERY
 BT2304'OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE
 BT2304'BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303.
 BT2304
 BT2304                          STATION RECOVERY (1996)
 BT2304
 BT2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 BT2304'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF ALBANY,
 BT2304'GA.  AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.  IN THE GRASS,
 BT2304'NORTHWEST OF RUNWAY END 16.  OWNERSHIP--CITY OF ALBANY AND DOUGHERTY
 BT2304'COUNTY.  3905 NEWTON ROAD, ALBANY, GA.  31707.  AIRPORT DIRECTOR MIKE
 BT2304'ARMOUR, OR MAINTENANCE SUPERVISOR KENNY MATHIS PHONE 912-430-5175.
 BT2304'NOTE--CONTACT AIRPORT DIRECTOR OR MAINTENANCE SUPERVISOR 24-HOURS IN
 BT2304'ADVANCE, (ESCORT REQUIRED) , AND IS TO BE MET AT THE AIRPORT
 BT2304'MAINTENANCE BUILDING.  TO REACH THE STATION FROM THE INTERSECTION OF
 BT2304'STATE HIGHWAY 234 (SLAPPEY DRIVE) AND STATE HIGHWAY 91 (NEWTON ROAD)
 BT2304'IN SOUTH ALBANY, GO SOUTH, 1.8 KM (1.10 MI) ALONG HIGHWAY 91 TO A
 BT2304'PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT (SERVICE ENTRANCE) .  TURN
 BT2304'RIGHT AND GO NORTHWEST ON ROAD FOR 0.08 KM (0.05 MI) TO WHERE THE
 BT2304'PAVED ROAD TURNS SHARP RIGHT AND GATE 8 IS STRAIGHT AHEAD.  TURN SHARP
 BT2304'RIGHT AND GO NORTHEAST FOR 0.16 KM (0.10 MI) ALONG THE PAVED ROAD TO
 BT2304'GATE 9 STRAIGHT AHEAD AND A SPEAKER PHONE ON THE LEFT.  PRESS 16 ON
 BT2304'THE PHONE TO CONTACT AIRPORT MAINTENANCE WHO WILL OPEN THE ELECTRIC
 BT2304'GATE, OR PRESS 25 FOR AIRPORT SAFETY (SECURITY OFFICE) . PASS THROUGH
 BT2304'THE GATE, NORTHEAST THEN NORTHWEST, 0.2 KM (0.10 MI) TO A DOUBLE STOP
 BT2304'SIGN AT A TAXI.  CROSS TAXI, NORTHWEST, 0.08 KM (0.05 MI) TO AN
 BT2304'ABANDONED TAXI.  TURN LEFT, SOUTHWEST, ALONG ABANDONED TAXI TO THE
 BT2304'AIRPORT MAINTENANCE BUILDING, AT THE BASE OF THE AIRPORT BEACON.
 BT2304'CONTINUE SOUTHWEST ALONG ABANDONED TAXI FOR 0.3 KM (0.20 MI) TO TAXI C
 BT2304'ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON TAXIWAY C FOR 0.2 KM
 BT2304'(0.10 MI) TO TAXIWAY A.  CONTINUE NORTHWEST ON TAXIWAY C CROSSING
 BT2304'RUNWAY 4/22 FOR 0.47 KM (0.30 MI) TO THE PARALLEL TAXIWAY FOR 16/34.
 BT2304'TURN RIGHT AND GO NORTH-NORTHWEST ON PARALLEL TAXIWAY FOR 0.56 KM
 BT2304'(0.35 MI) TO THE END OF THE TAXIWAY AND A CONNECTOR TAXIWAY ON THE
 BT2304'LEFT.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY AND CROSSING THE APPROACH
 BT2304'END OF RUNWAY 16 FOR 0.14 KM.  (0.10 MI) BEAR NORTHWEST ACROSS GRASS
 BT2304'FOR 0.14 KM (0.10 MI) TO THE STATION. THE STATION IS LOCATED 30.48 M
 BT2304'(100.00 FT) NORTH-NORTHWEST OF THE CBL 100-FOOT POINT, 30.1 M (98.8
 BT2304'FT) NORTHWEST OF A BOULDER INSIDE A TREE AREA, 9.6 M (31.5 FT)
 BT2304'EAST-NORTHEAST OF A 4-FOOT WITNESS POST, 0.30 M (0.98 FT) WEST OF A
 BT2304'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2432 ***********************************************************************
 BT2432  DESIGNATION -  ALBANY CBL 1059
 BT2432  PID         -  BT2432
 BT2432  STATE/COUNTY-  GA/DOUGHERTY
 BT2432  USGS QUAD   -  ALBANY WEST (1988)
 BT2432
 BT2432                         *CURRENT SURVEY CONTROL
 BT2432  ___________________________________________________________________
 BT2432* NAD 83(1994)-  31 31 59.64524(N)    084 11 51.41533(W)     ADJUSTED  
 BT2432* NAVD 88     -        59.4    (meters)     195.     (feet)  GPS OBS   
 BT2432  ___________________________________________________________________
 BT2432  X           -     550,106.305 (meters)                     COMP
 BT2432  Y           -  -5,413,454.675 (meters)                     COMP
 BT2432  Z           -   3,316,445.384 (meters)                     COMP
 BT2432  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT2432  ELLIP HEIGHT-          32.37  (meters)          (03/29/00) GPS OBS
 BT2432  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT2432
 BT2432  HORZ ORDER  -  THIRD
 BT2432  ELLP ORDER  -  FOURTH    CLASS I
 BT2432
 BT2432.This mark is at Southwest Georgia Regional Airport (ABY)
 BT2432
 BT2432.The horizontal coordinates were established by GPS observations
 BT2432.and adjusted by the National Geodetic Survey in March 2000..
 BT2432
 BT2432.The orthometric height was determined by GPS observations and a
 BT2432.high-resolution geoid model.
 BT2432
 BT2432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2432
 BT2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2432
 BT2432.The ellipsoidal height was determined by GPS observations
 BT2432.and is referenced to NAD 83.
 BT2432
 BT2432.The geoid height was determined by GEOID03.
 BT2432
 BT2432;                    North         East     Units Scale Factor Converg.
 BT2432;SPC GA W     -   169,966.249   697,061.136   MT  0.99990011   -0 00 58.3
 BT2432;SPC GA W     -   557,630.94  2,286,941.41   sFT  0.99990011   -0 00 58.3
 BT2432;UTM  16      - 3,492,105.051   766,080.783   MT  1.00047331   +1 27 59.4
 BT2432
 BT2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2432!SPC GA W     -   0.99999492  x   0.99990011  =   0.99989503
 BT2432!UTM  16      -   0.99999492  x   1.00047331  =   1.00046822
 BT2432
 BT2432|---------------------------------------------------------------------|
 BT2432| PID    Reference Object                     Distance      Geod. Az  |
 BT2432|                                                           dddmmss.s |
 BT2432| BT1575 FAA ABY ARP 2                       374.699 METERS 04639     |
 BT2432|---------------------------------------------------------------------|
 BT2432
 BT2432                          SUPERSEDED SURVEY CONTROL
 BT2432
 BT2432.No superseded survey control is available for this station.
 BT2432
 BT2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6608192105(NAD 83)
 BT2432_MARKER: DQ = CALIBRATION BASE LINE DISK
 BT2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2432_SP_SET: CONCRETE POST
 BT2432_STAMPING: ALBANY 1059
 BT2432_MARK LOGO: GADT  
 BT2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2432+STABILITY: SURFACE MOTION
 BT2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2432+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1996
 BT2432
 BT2432  HISTORY     - Date     Condition        Report By
 BT2432  HISTORY     - 1983     MONUMENTED       GADT
 BT2432  HISTORY     - 19900630 GOOD             NGS
 BT2432  HISTORY     - 19910524 GOOD             NGS
 BT2432  HISTORY     - 19960524 GOOD             NGS
 BT2432
 BT2432                          STATION DESCRIPTION
 BT2432
 BT2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 BT2432'THE CALIBRATION BASELINE IS LOCATED ON THE WEST SIDE OF RUNWAY 16-34
 BT2432'AT ALBANY-DOUGHERTY COUNTY AIRPORT.  CBL 1059 IS 131.3 FT (40.0 M)
 BT2432'SOUTHEAST OF A PK NAIL AND WASHER STAMPED NOS, 161.0 FT (49.1 M)
 BT2432'EAST-NORTHEAST OF THE EAST EDGE OF AN ABANDONED TAXIWAY, 111.5 FT
 BT2432'(34.0 M) WEST-SOUTHWEST OF THE CENTER OF AN FAA CABLE COVER, AND 7.0
 BT2432'FT (2.1 M) WEST-SOUTHWEST OF A 1.5 FT (0.5 M) WITNESS POST.  THE
 BT2432'STATION IS A GEORGIA DEPT OF TRANS DISK STAMPED ALBANY 1059.
 BT2432
 BT2432                          STATION RECOVERY (1991)
 BT2432
 BT2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BT2432'MARK IS A COMPONENT OF THE ALBANY CALIBRATION BASE LINE, LOCATED ON
 BT2432'THE SOUTH SIDE OF ALBANY AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.
 BT2432'OWNERSHIP--CITY OF ALBANY.
 BT2432'NOTE - BECAUSE OF AIRPORT SECURITY AND SAFETY CONCERNS, ALL USERS MUST
 BT2432'BE ACCOMPANIED TO THE SITE.  TO ARRANGE AN ESCORT TO THE MARK CONTACT
 BT2432'MR. NORRIS STEAVENS, JR. AT THE OFFICE OF THE CITY ENGINEER, CITY OF
 BT2432'ALBANY, 1900 NORTH MONROE STREET, ALBANY, GA 31701. TELEPHONE (912)
 BT2432'883-6950.  HIS MAILING ADDRESS IS P.O. BOX 447, ALBANY, GA 31703-4801.
 BT2432'THE OFFICE OF THE CITY ENGINEER IS LOCATED ON THE SECOND FLOOR OF THE
 BT2432'PUBLIC WORKS BUILDING AT 1900 NORTH MONROE STREET.  TO REACH THIS
 BT2432'BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 82 (LIBERTY
 BT2432'EXPRESSWAY) AND STATE HIGHWAYS 91 AND 133 (JEFFERSON STREET), LOCATED
 BT2432'ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 91 AND 133
 BT2432'FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF 11TH AVENUE ON THE RIGHT.
 BT2432'TURN RIGHT AND GO WEST ON 11TH AVENUE FOR 0.32 KM (0.20 MI) TO THE
 BT2432'INTERSECTION OF MONROE STREET.  THE PUBLIC WORKS BUILDING IS TO THE
 BT2432'RIGHT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION.
 BT2432'MARK IS SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST
 BT2432'RECESSED 2.5 CM (1 IN) BELOW GROUND SURFACE.  IT IS 24.2 M (79.4 FT)
 BT2432'EAST-NORTHEAST OF THE CENTERLINE OF A TAXIWAY AND 1.0 M (3.3 FT)
 BT2432'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 BT2432'FOR MORE INFORMATION CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF
 BT2432'COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET,
 BT2432'ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 BT2432
 BT2432                          STATION RECOVERY (1996)
 BT2432
 BT2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 BT2432'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF ALBANY,
 BT2432'GA.  AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.  NEAR THE CENTER OF
 BT2432'THE 1ST GRASS MEDIAN SOUTHEAST OF RUNWAY END 16, ALONG THE SOUTHWEST
 BT2432'SIDE OF RUNWAY 16-34.  OWNERSHIP--CITY OF ALBANY AND DOUGHERTY COUNTY.
 BT2432'3905 NEWTON ROAD, ALBANY, GA.  31707.  AIRPORT DIRECTOR MIKE ARMOUR,
 BT2432'OR MAINTENANCE SUPERVISOR KENNY MATHIS PHONE 912-430-5175.
 BT2432'NOTE--CONTACT AIRPORT DIRECTOR OR MAINTENANCE SUPERVISOR 24-HOURS IN
 BT2432'ADVANCE, (ESCORT REQUIRED) , AND IS TO BE MET AT THE AIRPORT
 BT2432'MAINTENANCE BUILDING.  TO REACH THE STATION FROM THE INTERSECTION OF
 BT2432'STATE HIGHWAY 234 (SLAPPEY DRIVE) AND STATE HIGHWAY 91 (NEWTON ROAD)
 BT2432'IN SOUTH ALBANY, GO SOUTH, 1.8 KM (1.10 MI) ALONG HIGHWAY 91 TO A
 BT2432'PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT (SERVICE ENTRANCE) .  TURN
 BT2432'RIGHT AND GO NORTHWEST ON ROAD FOR 0.08 KM (0.05 MI) TO WHERE THE
 BT2432'PAVED ROAD TURNS SHARP RIGHT AND GATE 8 IS STRAIGHT AHEAD.  TURN SHARP
 BT2432'RIGHT AND GO NORTHEAST FOR 0.16 KM (0.10 MI) ALONG THE PAVED ROAD TO
 BT2432'GATE 9 STRAIGHT AHEAD AND A SPEAKER PHONE ON THE LEFT.  PRESS 16 ON
 BT2432'THE PHONE TO CONTACT AIRPORT MAINTENANCE WHO WILL OPEN THE ELECTRIC
 BT2432'GATE, OR PRESS 25 FOR AIRPORT SAFETY (SECURITY OFFICE) . PASS THROUGH
 BT2432'THE GATE, NORTHEAST THEN NORTHWEST, 0.2 KM (0.10 MI) TO A DOUBLE STOP
 BT2432'SIGN AT A TAXI.  CROSS TAXI, NORTHWEST, 0.08 KM (0.05 MI) TO AN
 BT2432'ABANDONED TAXI.  TURN LEFT, SOUTHWEST, ALONG ABANDONED TAXI TO THE
 BT2432'AIRPORT MAINTENANCE BUILDING, AT THE BASE OF THE AIRPORT BEACON.
 BT2432'CONTINUE SOUTHWEST ALONG ABANDONED TAXI FOR 0.3 KM (0.20 MI) TO TAXI C
 BT2432'ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON TAXIWAY C FOR 0.2 KM
 BT2432'(0.10 MI) TO TAXIWAY A.  CONTINUE NORTHWEST ON TAXIWAY C CROSSING
 BT2432'RUNWAY 4/22 FOR 0.47 KM (0.30 MI) TO THE PARALLEL TAXIWAY FOR 16/34.
 BT2432'CONTINUE AHEAD ON TAXIWAY AND CROSSING RUNWAY 16/34 FOR 0.26 KM (0.15
 BT2432'MI) TO AN ABANDONED TAXIWAY ON THE LEFT. TURN LEFT AND GO SOUTHEAST ON
 BT2432'ABANDONED TAXIWAY FOR 0.34 KM (0.20 MI) TO THE STATION ON THE LEFT.
 BT2432'THE STATION IS LOCATED 39.8 M (130.6 FT) SOUTHEAST OF A PK-NAIL AND
 BT2432'WASHER STAMPED (NOS) JUST SOUTHEAST OF A CONCRETE STRIP IN THE
 BT2432'ABANDONED TAXI, 18.6 M (61.0 FT) EAST-NORTHEAST OF THE ABANDONED TAXIS
 BT2432'EAST-NORTHEAST EDGE, 34.0 M (111.5 FT) WEST-SOUTHWEST OF A CONCRETE
 BT2432'FAA CABLE COVER CENTER, 2.1 M (6.9 FT) WEST-SOUTHWEST OF A 1.5-FOOT
 BT2432'WITNESS POST, AND THE MONUMENT IS RECESSED 2.5-CM BELOW THE GROUND
 BT2432'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2431 ***********************************************************************
 BT2431  DESIGNATION -  ALBANY CBL 730
 BT2431  PID         -  BT2431
 BT2431  STATE/COUNTY-  GA/DOUGHERTY
 BT2431  USGS QUAD   -  ALBANY WEST (1988)
 BT2431
 BT2431                         *CURRENT SURVEY CONTROL
 BT2431  ___________________________________________________________________
 BT2431* NAD 83(1994)-  31 32 09.67412(N)    084 11 55.53113(W)     ADJUSTED  
 BT2431* NAVD 88     -        58.2    (meters)     191.     (feet)  GPS OBS   
 BT2431  ___________________________________________________________________
 BT2431  X           -     549,981.852 (meters)                     COMP
 BT2431  Y           -  -5,413,303.908 (meters)                     COMP
 BT2431  Z           -   3,316,708.029 (meters)                     COMP
 BT2431  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT2431  ELLIP HEIGHT-          31.17  (meters)          (03/29/00) GPS OBS
 BT2431  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT2431
 BT2431  HORZ ORDER  -  THIRD
 BT2431  ELLP ORDER  -  FOURTH    CLASS I
 BT2431
 BT2431.This mark is at Southwest Georgia Regional Airport (ABY)
 BT2431
 BT2431.The horizontal coordinates were established by GPS observations
 BT2431.and adjusted by the National Geodetic Survey in March 2000..
 BT2431
 BT2431.The orthometric height was determined by GPS observations and a
 BT2431.high-resolution geoid model.
 BT2431
 BT2431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2431
 BT2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2431
 BT2431.The ellipsoidal height was determined by GPS observations
 BT2431.and is referenced to NAD 83.
 BT2431
 BT2431.The geoid height was determined by GEOID03.
 BT2431
 BT2431;                    North         East     Units Scale Factor Converg.
 BT2431;SPC GA W     -   170,275.136   696,952.661   MT  0.99990011   -0 01 00.4
 BT2431;SPC GA W     -   558,644.34  2,286,585.52   sFT  0.99990011   -0 01 00.4
 BT2431;UTM  16      - 3,492,411.202   765,964.286   MT  1.00047255   +1 27 57.6
 BT2431
 BT2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2431!SPC GA W     -   0.99999511  x   0.99990011  =   0.99989522
 BT2431!UTM  16      -   0.99999511  x   1.00047255  =   1.00046765
 BT2431
 BT2431|---------------------------------------------------------------------|
 BT2431| PID    Reference Object                     Distance      Geod. Az  |
 BT2431|                                                           dddmmss.s |
 BT2431| BT1575 FAA ABY ARP 2                       384.570 METERS 09744     |
 BT2431|---------------------------------------------------------------------|
 BT2431
 BT2431                          SUPERSEDED SURVEY CONTROL
 BT2431
 BT2431.No superseded survey control is available for this station.
 BT2431
 BT2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6596492411(NAD 83)
 BT2431_MARKER: DQ = CALIBRATION BASE LINE DISK
 BT2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2431_SP_SET: CONCRETE POST
 BT2431_STAMPING: ALBANY 730
 BT2431_MARK LOGO: GADT  
 BT2431_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2431+STABILITY: SURFACE MOTION
 BT2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2431+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1996
 BT2431
 BT2431  HISTORY     - Date     Condition        Report By
 BT2431  HISTORY     - 1983     MONUMENTED       GADT
 BT2431  HISTORY     - 19900630 GOOD             NGS
 BT2431  HISTORY     - 19910524 GOOD             NGS
 BT2431  HISTORY     - 19910524 GOOD             NGS
 BT2431  HISTORY     - 19960524 GOOD             NGS
 BT2431
 BT2431                          STATION DESCRIPTION
 BT2431
 BT2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 BT2431'THE CALIBRATION BASELINE IS ON THE WEST SIDE OF RUNWAY 16-34 AT
 BT2431'ALBANY-DOUGHERTY COUNTY AIRPORT.  CBL 730 IS 57.8 FT (17.6 M)
 BT2431'EAST-NORTHEAST OF AN ABANDONED TAXIWAY MEASURED FROM CENTERLINE, 36.6
 BT2431'FT (11.2 M) EAST-SOUTHEAST OF THE SOUTH EDGE OF AN ACTIVE TAXIWAY,
 BT2431'133.9 FT (40.8 M) SOUTHWEST OF A STEEL CULVERT ON THE SOUTH SIDE OF
 BT2431'ACTIVE TAXIWAY, AND 4.4 FT (1.3 M) NORTHWEST OF A 2 FT (0.6 M) STEEL
 BT2431'POST.  THE STATION IS A PLAIN DISK STAMPED ALBANY 730.
 BT2431
 BT2431                          STATION RECOVERY (1991)
 BT2431
 BT2431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BT2431'MARK IS A COMPONENT OF THE ALBANY CALIBRATION BASE LINE, LOCATED ON
 BT2431'THE SOUTH SIDE OF ALBANY AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.
 BT2431'OWNERSHIP--CITY OF ALBANY.
 BT2431'NOTE - BECAUSE OF AIRPORT SECURITY AND SAFETY CONCERNS, ALL USERS MUST
 BT2431'BE ACCOMPANIED TO THE SITE.  TO ARRANGE AN ESCORT TO THE MARK CONTACT
 BT2431'MR. NORRIS STEAVENS, JR. AT THE OFFICE OF THE CITY ENGINEER, CITY OF
 BT2431'ALBANY, 1900 NORTH MONROE STREET, ALBANY, GA 31701. TELEPHONE (912)
 BT2431'883-6950.  HIS MAILING ADDRESS IS P.O. BOX 447, ALBANY, GA 31703-4801.
 BT2431'THE OFFICE OF THE CITY ENGINEER IS LOCATED ON THE SECOND FLOOR OF THE
 BT2431'PUBLIC WORKS BUILDING AT 1900 NORTH MONROE STREET.  TO REACH THIS
 BT2431'BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 82 (LIBERTY
 BT2431'EXPRESSWAY)AND STATE HIGHWAYS 91 AND 133 (JEFFERSON STREET), LOCATED
 BT2431'ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 91 AND 133
 BT2431'FOR 0.8 KM (0.5 MI) TO THE INTERSECTION OF 11TH AVENUE ON THE RIGHT.
 BT2431'TURN RIGHT AND GO WEST ON 11TH AVENUE FOR 0.32 KM (0.20 MI) TO THE
 BT2431'INTERSECTION OF MONROE STREET.  THE PUBLIC WORKS BUILDING IS TO THE
 BT2431'RIGHT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION.
 BT2431'MARK IS SET IN THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH
 BT2431'WITH GROUND SURFACE.  IT IS 17.2 M (56.4 FT) EAST-NORTHEAST OF THE
 BT2431'CENTERLINE OF A TAXIWAY, 15.7 M (51.5 FT) SOUTH-SOUTHEAST OF THE
 BT2431'CENTERLINE OF THE TAXIWAY LEADING TO AYRES COMPANY HANGER, AND 1.0 M
 BT2431'(3.3 FT) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 BT2431'FOR MORE INFORMATION CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF
 BT2431'COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET,
 BT2431'ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 BT2431
 BT2431                          STATION RECOVERY (1991)
 BT2431
 BT2431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LPB)
 BT2431'MARK IS A COMPONENT OF THE ALBANY CALIBRATION BASE LINE, LOCATED ON
 BT2431'THE SOUTH SIDE OF ALBANY AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.
 BT2431'OWNERSHIP--CITY OF ALBANY. NOTE - BECAUSE OF AIRPORT SECURITY AND
 BT2431'SAFETY CONCERNS, ALL USERS MUST BE ACCOMPANIED TO THE SITE.  TO
 BT2431'ARRANGE AN ESCORT TO THE MARK CONTACT MR. NORRIS STEAVENS, JR. AT THE
 BT2431'OFFICE OF THE CITY ENGINEER, CITY OF ALBANY, 1900 NORTH MONROE STREET,
 BT2431'ALBANY, GA 31701. HIS MAILING ADDRESS IS P.O. BOX 447, ALBANY, GA
 BT2431'31703-4801. THE OFFICE OF THE CITY ENGINEER IS LOCATED ON THE SECOND
 BT2431'FLOOR OF THE PUBLIC WORKS BUILDING AT 1900 NORTH MONROE STREET.  TO
 BT2431'REACH THIS BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 82 (LIBERTY
 BT2431'EXPRESSWAY)AND STATE HIGHWAYS 91 AND 133 (JEFFERSON STREET), LOCATED
 BT2431'ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 91 AND 133 FOR
 BT2431'0.8 KM (0.5 MI) TO THE INTERSECTION OF 11TH AVENUE ON THE RIGHT. TURN
 BT2431'RIGHT AND GO WEST ON 11TH AVENUE FOR 0.32 KM (0.20 MI) TO THE
 BT2431'INTERSECTION OF MONROE STREET.  THE PUBLIC WORKS BUILDING IS TO THE
 BT2431'RIGHT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION. MARK IS SET IN
 BT2431'THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND
 BT2431'SURFACE.  IT IS 17.2 M (56.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF A
 BT2431'TAXIWAY, 15.7 M (51.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 BT2431'TAXIWAY LEADING TO AYRES COMPANY HANGER, AND 1.0 M (3.3 FT)
 BT2431'WEST-SOUTHWEST OF A CARSONITE WITNESS POST. FOR MORE INFORMATION
 BT2431'CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS,
 BT2431'1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303.
 BT2431
 BT2431                          STATION RECOVERY (1996)
 BT2431
 BT2431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 BT2431'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF ALBANY,
 BT2431'GA.  AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.  NEAR THE NORTHWEST
 BT2431'END OF THE 1ST GRASS MEDIAN SOUTHEAST OF RUNWAY END 16, ALONG THE
 BT2431'SOUTHWEST SIDE OF RUNWAY 16-34, SOUTHEAST OF THE 1ST TAXI SOUTHEAST OF
 BT2431'RUNWAY END 16.  OWNERSHIP--CITY OF ALBANY AND DOUGHERTY COUNTY. 3905
 BT2431'NEWTON ROAD, ALBANY, GA.  31707.  AIRPORT DIRECTOR MIKE ARMOUR, OR
 BT2431'MAINTENANCE SUPERVISOR KENNY MATHIS PHONE 912-430-5175. NOTE--CONTACT
 BT2431'AIRPORT DIRECTOR OR MAINTENANCE SUPERVISOR 24-HOURS IN ADVANCE,
 BT2431'(ESCORT REQUIRED) , AND IS TO BE MET AT THE AIRPORT MAINTENANCE
 BT2431'BUILDING.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BT2431'234 (SLAPPEY DRIVE) AND STATE HIGHWAY 91 (NEWTON ROAD) IN SOUTH
 BT2431'ALBANY, GO SOUTH, 1.8 KM (1.10 MI) ALONG HIGHWAY 91 TO A PAVED AIRPORT
 BT2431'ENTRANCE ROAD ON THE RIGHT (SERVICE ENTRANCE) .  TURN RIGHT AND GO
 BT2431'NORTHWEST ON ROAD FOR 0.08 KM (0.05 MI) TO WHERE THE PAVED ROAD TURNS
 BT2431'SHARP RIGHT AND GATE 8 IS STRAIGHT AHEAD.  TURN SHARP RIGHT AND GO
 BT2431'NORTHEAST FOR 0.16 KM (0.10 MI) ALONG THE PAVED ROAD TO GATE 9
 BT2431'STRAIGHT AHEAD AND A SPEAKER PHONE ON THE LEFT.  PRESS 16 ON THE PHONE
 BT2431'TO CONTACT AIRPORT MAINTENANCE WHO WILL OPEN THE ELECTRIC GATE, OR
 BT2431'PRESS 25 FOR AIRPORT SAFETY (SECURITY OFFICE) . PASS THROUGH THE GATE,
 BT2431'NORTHEAST THEN NORTHWEST, 0.2 KM (0.10 MI) TO A DOUBLE STOP SIGN AT A
 BT2431'TAXI.  CROSS TAXI, NORTHWEST, 0.08 KM (0.05 MI) TO AN ABANDONED TAXI.
 BT2431'TURN LEFT, SOUTHWEST, ALONG ABANDONED TAXI TO THE AIRPORT MAINTENANCE
 BT2431'BUILDING, AT THE BASE OF THE AIRPORT BEACON.  CONTINUE SOUTHWEST ALONG
 BT2431'ABANDONED TAXI FOR 0.3 KM (0.20 MI) TO TAXI C ON THE RIGHT.  TURN
 BT2431'RIGHT AND GO NORTHWEST ON TAXIWAY C FOR 0.2 KM (0.10 MI) TO TAXIWAY A.
 BT2431'CONTINUE NORTHWEST ON TAXIWAY C CROSSING RUNWAY 4/22 FOR 0.47 KM (0.30
 BT2431'MI) TO THE PARALLEL TAXIWAY FOR 16/34.  CONTINUE AHEAD ON TAXIWAY
 BT2431'CROSSING RUNWAY 16/34 FOR 0.27 KM (0.15 MI) TO THE STATION ON THE LEFT
 BT2431'JUST BEFORE REACHING AN ABANDONED TAXIWAY ON THE LEFT.  LOCATED 40.6 M
 BT2431'(133.2 FT) SOUTHWEST OF A CONCRETE CULVERT ON THE SOUTHEAST SIDE OF
 BT2431'THE ACTIVE TAXI, 17.3 M (56.8 FT) EAST-NORTHEAST OF AN ABANDONED TAXI
 BT2431'CENTERLINE, 11.2 M (36.7 FT) SOUTHEAST OF THE ACTIVE TAXIS SOUTHEAST
 BT2431'EDGE, 1.34 M (4.40 FT) NORTHWEST OF A 2-FOOT STEEL POST, 1.0 M (3.3
 BT2431'FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 BT2431'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1577 ***********************************************************************
 BT1577  DESIGNATION -  ALBANY CENTRAL BAP CH SPIRE
 BT1577  PID         -  BT1577
 BT1577  STATE/COUNTY-  GA/DOUGHERTY
 BT1577  USGS QUAD   -  ALBANY WEST (1988)
 BT1577
 BT1577                         *CURRENT SURVEY CONTROL
 BT1577  ___________________________________________________________________
 BT1577* NAD 83(1994)-  31 35 27.73724(N)    084 11 25.54006(W)     ADJUSTED  
 BT1577* NAVD 88     -                                                        
 BT1577  ___________________________________________________________________
 BT1577  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT1577  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT1577
 BT1577  HORZ ORDER  -  THIRD
 BT1577
 BT1577.The horizontal coordinates were established by classical geodetic methods
 BT1577.and adjusted by the National Geodetic Survey in September 1997..
 BT1577
 BT1577
 BT1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1577
 BT1577.The geoid height was determined by GEOID03.
 BT1577
 BT1577;                    North         East     Units Scale Factor Converg.
 BT1577;SPC GA W     -   176,374.624   697,745.053   MT  0.99990006   -0 00 44.8
 BT1577;SPC GA W     -   578,655.75  2,289,185.23   sFT  0.99990006   -0 00 44.8
 BT1577;UTM  16      - 3,498,532.681   766,598.818   MT  1.00047671   +1 28 21.6
 BT1577
 BT1577                          SUPERSEDED SURVEY CONTROL
 BT1577
 BT1577  NAD 83(1986)-  31 35 27.74285(N)    084 11 25.54467(W) AD(       ) 4
 BT1577  NAD 27      -  31 35 27.11998(N)    084 11 25.87046(W) AD(       ) 3
 BT1577
 BT1577.Superseded values are not recommended for survey control.
 BT1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1577.See file dsdata.txt to determine how the superseded data were derived.
 BT1577
 BT1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6659998533(NAD 83)
 BT1577_MARKER: 90 = CHURCH SPIRE
 BT1577
 BT1577  HISTORY     - Date     Condition        Report By
 BT1577  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1577  HISTORY     - 19920828 GOOD             USPSQD
 BT1577  HISTORY     - 19990324 GOOD             USPSQD
 BT1577
 BT1577                          STATION DESCRIPTION
 BT1577
 BT1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1577'THE STATION, ALBANY CENTRAL BAPTIST CHURCH SPIRE, IS THE
 BT1577'CENTER OF THE BASE OF A BLACK CROSS MOUNTED ATOP A 8 SIDED BLACK
 BT1577'SPIRE.  THE SPIRE IS MOUNTED ATOP A BELL TOWER THAT IS ON THE
 BT1577'WEST END OF A BRICK CHURCH BUILDING.  THE STRUCTURE HAS AN
 BT1577'OVERALL HEIGHT OF 130 FEET, 114 FEET SOUTH OF THE CENTER OF THIRD
 BT1577'AVENUE AND 116 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 82.
 BT1577'
 BT1577'IT IS LOCATED AT THE INTERSECTION OF THIRD AVENUE AND
 BT1577'U.S. HIGHWAY 82 IN THE WEST SECTION OF ALBANY.
 BT1577
 BT1577                          STATION RECOVERY (1992)
 BT1577
 BT1577'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1577'RECOVERED IN GOOD CONDITION.
 BT1577
 BT1577                          STATION RECOVERY (1999)
 BT1577
 BT1577'RECOVERY NOTE BY US POWER SQUADRON 1999
 BT1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1571 ***********************************************************************
 BT1571  DESIGNATION -  ALBANY COATS AND CLARK S TANK
 BT1571  PID         -  BT1571
 BT1571  STATE/COUNTY-  GA/DOUGHERTY
 BT1571  USGS QUAD   -  ALBANY WEST (1988)
 BT1571
 BT1571                         *CURRENT SURVEY CONTROL
 BT1571  ___________________________________________________________________
 BT1571* NAD 83(1994)-  31 34 48.47011(N)    084 08 05.54805(W)     ADJUSTED  
 BT1571* NAVD 88     -                                                        
 BT1571  ___________________________________________________________________
 BT1571  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BT1571  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT1571
 BT1571  HORZ ORDER  -  THIRD
 BT1571
 BT1571.The horizontal coordinates were established by classical geodetic methods
 BT1571.and adjusted by the National Geodetic Survey in September 1997..
 BT1571
 BT1571
 BT1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1571
 BT1571.The geoid height was determined by GEOID03.
 BT1571
 BT1571;                    North         East     Units Scale Factor Converg.
 BT1571;SPC GA W     -   175,165.516   703,017.453   MT  0.99990011   +0 00 59.9
 BT1571;SPC GA W     -   574,688.86  2,306,483.09   sFT  0.99990011   +0 00 59.9
 BT1571;UTM  16      - 3,497,459.969   771,903.931   MT  1.00051195   +1 30 04.9
 BT1571
 BT1571                          SUPERSEDED SURVEY CONTROL
 BT1571
 BT1571  NAD 83(1986)-  31 34 48.47472(N)    084 08 05.55368(W) AD(       ) 4
 BT1571  NAD 27      -  31 34 47.85042(N)    084 08 05.88532(W) AD(       ) 3
 BT1571
 BT1571.Superseded values are not recommended for survey control.
 BT1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1571.See file dsdata.txt to determine how the superseded data were derived.
 BT1571
 BT1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7190497460(NAD 83)
 BT1571_MARKER: 53 = ELEVATED TANK
 BT1571
 BT1571  HISTORY     - Date     Condition        Report By
 BT1571  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1571  HISTORY     - 1988     GOOD             USPSQD
 BT1571
 BT1571                          STATION DESCRIPTION
 BT1571
 BT1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1571'THE STATION, ALBANY COATS AND CLARK SOUTH TANK, IS THE RED LIGHT
 BT1571'ATOP AN ELEVATED WATER TANK THAT IS PAINTED SILVER.  THE STRUCTURE
 BT1571'IS SUPPORTED BY 4 ROUND LEGS WITH AN OVERALL HEIGHT OF 100 FEET
 BT1571'AND HAS A LADDER ON THE NORTHWEST LEG.  IT IS LOCATED AT THE SOUTH
 BT1571'SIDE OF THE PLANT WHICH IS AT THE JUNCTION OF DEWEY STREET AND
 BT1571'CLARK AVENUE IN EAST ALBANY.
 BT1571
 BT1571                          STATION RECOVERY (1988)
 BT1571
 BT1571'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1572 ***********************************************************************
 BT1572  DESIGNATION -  ALBANY CONCRETE INDUS RAD MAST
 BT1572  PID         -  BT1572
 BT1572  STATE/COUNTY-  GA/DOUGHERTY
 BT1572  USGS QUAD   -  ALBANY WEST (1988)
 BT1572
 BT1572                         *CURRENT SURVEY CONTROL
 BT1572  ___________________________________________________________________
 BT1572* NAD 83(1994)-  31 34 40.62071(N)    084 11 05.46882(W)     ADJUSTED  
 BT1572* NAVD 88     -                                                        
 BT1572  ___________________________________________________________________
 BT1572  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BT1572  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT1572
 BT1572  HORZ ORDER  -  THIRD
 BT1572
 BT1572.The horizontal coordinates were established by classical geodetic methods
 BT1572.and adjusted by the National Geodetic Survey in September 1997..
 BT1572
 BT1572
 BT1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1572
 BT1572.The geoid height was determined by GEOID03.
 BT1572
 BT1572;                    North         East     Units Scale Factor Converg.
 BT1572;SPC GA W     -   174,923.484   698,273.916   MT  0.99990004   -0 00 34.3
 BT1572;SPC GA W     -   573,894.80  2,290,920.34   sFT  0.99990004   -0 00 34.3
 BT1572;UTM  16      - 3,497,094.901   767,165.433   MT  1.00048044   +1 28 30.2
 BT1572
 BT1572                          SUPERSEDED SURVEY CONTROL
 BT1572
 BT1572  NAD 83(1986)-  31 34 40.62620(N)    084 11 05.47370(W) AD(       ) 4
 BT1572  NAD 27      -  31 34 40.00116(N)    084 11 05.79834(W) AD(       ) 3
 BT1572
 BT1572.Superseded values are not recommended for survey control.
 BT1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1572.See file dsdata.txt to determine how the superseded data were derived.
 BT1572
 BT1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6716597095(NAD 83)
 BT1572_MARKER: 42 = RADIO/TV MAST
 BT1572
 BT1572  HISTORY     - Date     Condition        Report By
 BT1572  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1572
 BT1572                          STATION DESCRIPTION
 BT1572
 BT1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1572'THE STATION, ALBANY CONCRETE INDUSTRIES RADIO MAST KIK 887, IS THE
 BT1572'RED LIGHT ATOP A GUYED MAST THAT IS PAINTED ALTERNATELY RED AND
 BT1572'WHITE AND HAS AN OVERALL HEIGHT OF 400 FEET.  THE STRUCTURE IS
 BT1572'LOCATED 0.15 MILE EAST OF THE BALDWIN DRIVE, 0.05 MILE NORTH OF
 BT1572'BROAD AVENUE ON COMPANY PROPERTY.  IT IS THE PROPERTY OF CONCRETE
 BT1572'INDUSTRIES INCORPORATED, 110 BALDWIN DRIVE, ALBANY GEORGIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1556 ***********************************************************************
 BT1556  DESIGNATION -  ALBANY D
 BT1556  PID         -  BT1556
 BT1556  STATE/COUNTY-  GA/DOUGHERTY
 BT1556  USGS QUAD   -  ALBANY WEST (1988)
 BT1556
 BT1556                         *CURRENT SURVEY CONTROL
 BT1556  ___________________________________________________________________
 BT1556* NAD 83(1994)-  31 34 33.83200(N)    084 08 22.37186(W)     ADJUSTED  
 BT1556* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 BT1556  ___________________________________________________________________
 BT1556  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BT1556  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT1556
 BT1556  HORZ ORDER  -  FIRST
 BT1556
 BT1556.The horizontal coordinates were established by classical geodetic methods
 BT1556.and adjusted by the National Geodetic Survey in September 1997..
 BT1556
 BT1556.The orthometric height was scaled from a topographic map.
 BT1556
 BT1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1556
 BT1556.The geoid height was determined by GEOID03.
 BT1556
 BT1556;                    North         East     Units Scale Factor Converg.
 BT1556;SPC GA W     -   174,714.590   702,574.016   MT  0.99990008   +0 00 51.1
 BT1556;SPC GA W     -   573,209.45  2,305,028.25   sFT  0.99990008   +0 00 51.1
 BT1556;UTM  16      - 3,496,997.424   771,472.062   MT  1.00050906   +1 29 55.4
 BT1556
 BT1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1556!SPC GA W     -   0.99999500  x   0.99990008  =   0.99989508
 BT1556!UTM  16      -   0.99999500  x   1.00050906  =   1.00050406
 BT1556
 BT1556:                Primary Azimuth Mark                     Grid Az
 BT1556:SPC GA W     -  ALBANY=C                                 088 46 34.7
 BT1556:UTM  16      -  ALBANY=C                                 087 17 30.4
 BT1556
 BT1556|---------------------------------------------------------------------|
 BT1556| PID    Reference Object                     Distance      Geod. Az  |
 BT1556|                                                           dddmmss.s |
 BT1556| BT1392 ALBANY=C                            APPROX. 1.0 KM 0884725.8 |
 BT1556| CY8006 ALBANY D RM                          18.790 METERS 09149     |
 BT1556|---------------------------------------------------------------------|
 BT1556
 BT1556                          SUPERSEDED SURVEY CONTROL
 BT1556
 BT1556  NAD 83(1986)-  31 34 33.83754(N)    084 08 22.37914(W) AD(       ) 1
 BT1556  NAD 27      -  31 34 33.21200(N)    084 08 22.70400(W) AD(       ) 1
 BT1556
 BT1556.Superseded values are not recommended for survey control.
 BT1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1556.See file dsdata.txt to determine how the superseded data were derived.
 BT1556
 BT1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7147296997(NAD 83)
 BT1556_MARKER: DS = TRIANGULATION STATION DISK
 BT1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1556
 BT1556  HISTORY     - Date     Condition        Report By
 BT1556  HISTORY     - 1917     MONUMENTED       CGS
 BT1556  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BT1556
 BT1556                          STATION DESCRIPTION
 BT1556
 BT1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1556'AT THE FIRST CURVE SOUTH OF RAILWAY BRIDGE AT ALBANY ON THE ATLANTIC
 BT1556'COAST LINE RAILWAY, AT THE INTERSECTION OF TANGENTS TO EAST
 BT1556'RAIL OF MAIN TRACK, AND 18.94 METERS (62.1 FEET) WEST OF WEST RAIL.
 BT1556'REFERENCE MARK, A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE,
 BT1556'IS AT NORTHWEST CORNER OF
 BT1556'HOUSE LOT OF MRS. A.H. FREEMAN, 16 METERS (53 FEET) WEST OF WEST
 BT1556'RAIL OF MAIN TRACK AND 18.79 METERS (61.6 FEET) FROM STATION
 BT1556'IN GRID AZIMUTH 271 DEG 48 MIN.  IN 1935, STATION REPORTED
 BT1556'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1562 ***********************************************************************
 BT1562  DESIGNATION -  ALBANY E 1917
 BT1562  PID         -  BT1562
 BT1562  STATE/COUNTY-  GA/DOUGHERTY
 BT1562  USGS QUAD   -  ALBANY WEST (1988)
 BT1562
 BT1562                         *CURRENT SURVEY CONTROL
 BT1562  ___________________________________________________________________
 BT1562* NAD 83(1994)-  31 34 44.68696(N)    084 08 51.79016(W)     ADJUSTED  
 BT1562* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BT1562  ___________________________________________________________________
 BT1562  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BT1562  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT1562
 BT1562  HORZ ORDER  -  FIRST
 BT1562
 BT1562.The horizontal coordinates were established by classical geodetic methods
 BT1562.and adjusted by the National Geodetic Survey in September 1997..
 BT1562
 BT1562.The orthometric height was scaled from a topographic map.
 BT1562
 BT1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1562
 BT1562.The geoid height was determined by GEOID03.
 BT1562
 BT1562;                    North         East     Units Scale Factor Converg.
 BT1562;SPC GA W     -   175,048.724   701,798.329   MT  0.99990004   +0 00 35.7
 BT1562;SPC GA W     -   574,305.69  2,302,483.35   sFT  0.99990004   +0 00 35.7
 BT1562;UTM  16      - 3,497,311.540   770,687.503   MT  1.00050381   +1 29 40.5
 BT1562
 BT1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1562!SPC GA W     -   0.99999595  x   0.99990004  =   0.99989599
 BT1562!UTM  16      -   0.99999595  x   1.00050381  =   1.00049975
 BT1562
 BT1562:                Primary Azimuth Mark                     Grid Az
 BT1562:SPC GA W     -  COURT                                    270 42 49.6
 BT1562:UTM  16      -  COURT                                    269 13 44.8
 BT1562
 BT1562|---------------------------------------------------------------------|
 BT1562| PID    Reference Object                     Distance      Geod. Az  |
 BT1562|                                                           dddmmss.s |
 BT1562| BT1565 COURT                               446.063 METERS 2704325.3 |
 BT1562| BT1561 COURT A 1917                        171.516 METERS 31446     |
 BT1562|---------------------------------------------------------------------|
 BT1562
 BT1562                          SUPERSEDED SURVEY CONTROL
 BT1562
 BT1562  NAD 83(1986)-  31 34 44.69247(N)    084 08 51.79754(W) AD(       ) 1
 BT1562  NAD 27      -  31 34 44.06700(N)    084 08 52.12100(W) AD(       ) 1
 BT1562
 BT1562.Superseded values are not recommended for survey control.
 BT1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1562.See file dsdata.txt to determine how the superseded data were derived.
 BT1562
 BT1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7068897312(NAD 83)
 BT1562_MARKER: Z = SEE DESCRIPTION
 BT1562_SETTING: 0 = UNSPECIFIED SETTING
 BT1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1562
 BT1562  HISTORY     - Date     Condition        Report By
 BT1562  HISTORY     - 1917     MONUMENTED       CGS
 BT1562  HISTORY     - 1934     SEE DESCRIPTION  CGS
 BT1562
 BT1562                          STATION DESCRIPTION
 BT1562
 BT1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BT1562'ON THE TRESTLE WHICH FORMS THE APPROACH TO THE NORTH END OF THE
 BT1562'RAILWAY BRIDGE AT ALBANY, ON ATLANTIC COAST LINE RAILWAY.  THE
 BT1562'STATION IS MARKED BY A SCRATCH ON THE EAST RAIL, ABOUT 65 METERS
 BT1562'(213 FEET) FROM NORTH END OF THE BRIDGE.  REFERENCE MARK DISTANCE
 BT1562'AND GRID AZIMUTH NOT AVAILABLE.
 BT1562
 BT1562                          STATION RECOVERY (1934)
 BT1562
 BT1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BT1562'IN 1934, REPORTED DESTROYED.  (TEMPORARY STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1583 ***********************************************************************
 BT1583  DESIGNATION -  ALBANY E MUN TANK
 BT1583  PID         -  BT1583
 BT1583  STATE/COUNTY-  GA/DOUGHERTY
 BT1583  USGS QUAD   -  ALBANY WEST (1988)
 BT1583
 BT1583                         *CURRENT SURVEY CONTROL
 BT1583  ___________________________________________________________________
 BT1583* NAD 83(1994)-  31 34 39.38944(N)    084 08 04.84064(W)     ADJUSTED  
 BT1583* NAVD 88     -                                                        
 BT1583  ___________________________________________________________________
 BT1583  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BT1583  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT1583
 BT1583  HORZ ORDER  -  THIRD
 BT1583
 BT1583.The horizontal coordinates were established by classical geodetic methods
 BT1583.and adjusted by the National Geodetic Survey in September 1997..
 BT1583
 BT1583
 BT1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1583
 BT1583.The geoid height was determined by GEOID03.
 BT1583
 BT1583;                    North         East     Units Scale Factor Converg.
 BT1583;SPC GA W     -   174,885.866   703,036.185   MT  0.99990011   +0 01 00.3
 BT1583;SPC GA W     -   573,771.38  2,306,544.55   sFT  0.99990011   +0 01 00.3
 BT1583;UTM  16      - 3,497,180.728   771,929.918   MT  1.00051213   +1 30 04.9
 BT1583
 BT1583                          SUPERSEDED SURVEY CONTROL
 BT1583
 BT1583  NAD 83(1986)-  31 34 39.39432(N)    084 08 04.84586(W) AD(       ) 4
 BT1583  NAD 27      -  31 34 38.76900(N)    084 08 05.17873(W) AD(       ) 3
 BT1583
 BT1583.Superseded values are not recommended for survey control.
 BT1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1583.See file dsdata.txt to determine how the superseded data were derived.
 BT1583
 BT1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7193097181(NAD 83)
 BT1583_MARKER: 53 = ELEVATED TANK
 BT1583
 BT1583  HISTORY     - Date     Condition        Report By
 BT1583  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1583  HISTORY     - 1988     GOOD             USPSQD
 BT1583
 BT1583                          STATION DESCRIPTION
 BT1583
 BT1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1583'THE STATION, ALBANY MUNICIPAL EAST TANK, IS THE RED BALL ATOP THE
 BT1583'CENTER OF AN 8 LEGGED WATER TANK PAINTED SILVER THAT HAS AN OVERALL
 BT1583'HEIGHT OF 130 FEET.  IT IS 120 FEET NORTH OF WHEELER AVENUE AND 74
 BT1583'FEET EAST OF DEWEY STREET IN EAST ALBANY.
 BT1583
 BT1583                          STATION RECOVERY (1988)
 BT1583
 BT1583'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1587 ***********************************************************************
 BT1587  DESIGNATION -  ALBANY FLINT RIVER MILL STACK
 BT1587  PID         -  BT1587
 BT1587  STATE/COUNTY-  GA/DOUGHERTY
 BT1587  USGS QUAD   -  ALBANY WEST (1988)
 BT1587
 BT1587                         *CURRENT SURVEY CONTROL
 BT1587  ___________________________________________________________________
 BT1587* NAD 83(1994)-  31 36 04.30308(N)    084 09 37.04771(W)     ADJUSTED  
 BT1587* NAVD 88     -                                                        
 BT1587  ___________________________________________________________________
 BT1587  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BT1587  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT1587
 BT1587  HORZ ORDER  -  THIRD
 BT1587
 BT1587.The horizontal coordinates were established by classical geodetic methods
 BT1587.and adjusted by the National Geodetic Survey in September 1997..
 BT1587
 BT1587
 BT1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1587
 BT1587.The geoid height was determined by GEOID03.
 BT1587
 BT1587;                    North         East     Units Scale Factor Converg.
 BT1587;SPC GA W     -   177,500.510   700,604.986   MT  0.99990000   +0 00 12.0
 BT1587;SPC GA W     -   582,349.59  2,298,568.19   sFT  0.99990000   +0 00 12.0
 BT1587;UTM  16      - 3,499,733.025   769,430.264   MT  1.00049543   +1 29 20.1
 BT1587
 BT1587                          SUPERSEDED SURVEY CONTROL
 BT1587
 BT1587  NAD 83(1986)-  31 36 04.30738(N)    084 09 37.05349(W) AD(       ) 4
 BT1587  NAD 27      -  31 36 03.68727(N)    084 09 37.38050(W) AD(       ) 3
 BT1587
 BT1587.Superseded values are not recommended for survey control.
 BT1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1587.See file dsdata.txt to determine how the superseded data were derived.
 BT1587
 BT1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6943099733(NAD 83)
 BT1587_MARKER: 63 = STACK
 BT1587
 BT1587  HISTORY     - Date     Condition        Report By
 BT1587  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1587  HISTORY     - 19920828 GOOD             USPSQD
 BT1587
 BT1587                          STATION DESCRIPTION
 BT1587
 BT1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1587'THE STATION, ALBANY FLINT RIVER MILL STACK, IS THE CENTER OF THE
 BT1587'TOP OF A BRICK STACK WITH AN OVERALL HEIGHT OF 150 FEET.  IT IS
 BT1587'LOCATED IN THE NORTHWEST ANGLE OF NORTH MONROE STREET AND TWELFTH
 BT1587'AVENUE IN THE NORTH PART OF ALBANY AND IS OWNED BY ALBANY FLINT
 BT1587'RIVER COTTON MILL.
 BT1587
 BT1587                          STATION RECOVERY (1992)
 BT1587
 BT1587'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1581 ***********************************************************************
 BT1581  DESIGNATION -  ALBANY HWY PATROL RAD MAST
 BT1581  PID         -  BT1581
 BT1581  STATE/COUNTY-  GA/DOUGHERTY
 BT1581  USGS QUAD   -  ALBANY WEST (1988)
 BT1581
 BT1581                         *CURRENT SURVEY CONTROL
 BT1581  ___________________________________________________________________
 BT1581* NAD 83(1994)-  31 32 49.10384(N)    084 08 07.53921(W)     ADJUSTED  
 BT1581* NAVD 88     -                                                        
 BT1581  ___________________________________________________________________
 BT1581  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BT1581  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1581
 BT1581  HORZ ORDER  -  THIRD
 BT1581
 BT1581.The horizontal coordinates were established by classical geodetic methods
 BT1581.and adjusted by the National Geodetic Survey in September 1997..
 BT1581
 BT1581
 BT1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1581
 BT1581.The geoid height was determined by GEOID03.
 BT1581
 BT1581;                    North         East     Units Scale Factor Converg.
 BT1581;SPC GA W     -   171,489.413   702,966.007   MT  0.99990011   +0 00 58.8
 BT1581;SPC GA W     -   562,628.18  2,306,314.31   sFT  0.99990011   +0 00 58.8
 BT1581;UTM  16      - 3,493,781.517   771,947.732   MT  1.00051225   +1 29 58.8
 BT1581
 BT1581                          SUPERSEDED SURVEY CONTROL
 BT1581
 BT1581  NAD 83(1986)-  31 32 49.10865(N)    084 08 07.54398(W) AD(       ) 4
 BT1581  NAD 27      -  31 32 48.47893(N)    084 08 07.87401(W) AD(       ) 3
 BT1581
 BT1581.Superseded values are not recommended for survey control.
 BT1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1581.See file dsdata.txt to determine how the superseded data were derived.
 BT1581
 BT1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7194893782(NAD 83)
 BT1581_MARKER: 42 = RADIO/TV MAST
 BT1581
 BT1581  HISTORY     - Date     Condition        Report By
 BT1581  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1581  HISTORY     - 19920828 GOOD             USPSQD
 BT1581
 BT1581                          STATION DESCRIPTION
 BT1581
 BT1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1581'THE STATION, ALBANY HIGHWAY PATROL RADIO MAST KIB 672, IS THE RED
 BT1581'LIGHT ATOP A 4 LEGGED SELF SUPPORTING TOWER THAT IS PAINTED
 BT1581'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 295 FEET.
 BT1581'IT IS 400 FEET WEST OF RADIUM SPRINGS ROAD AND 120 FEET SOUTH OF A
 BT1581'CONCRETE BLOCK BUILDING.
 BT1581'
 BT1581'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 82, 19 AND STATE ROAD
 BT1581'3 IN ALBANY, GO SOUTH ON STATE ROAD 3 FOR 2.0 MILES TO THE STATION
 BT1581'ON THE LEFT AT THE HIGHWAY PATROL HEADQUARTERS.
 BT1581
 BT1581                          STATION RECOVERY (1992)
 BT1581
 BT1581'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1619 ***********************************************************************
 BT1619  DESIGNATION -  ALBANY LILLISTON CORP TANK
 BT1619  PID         -  BT1619
 BT1619  STATE/COUNTY-  GA/LEE
 BT1619  USGS QUAD   -  SASSER (1988)
 BT1619
 BT1619                         *CURRENT SURVEY CONTROL
 BT1619  ___________________________________________________________________
 BT1619* NAD 83(1994)-  31 40 30.65684(N)    084 17 17.98336(W)     ADJUSTED  
 BT1619* NAVD 88     -                                                        
 BT1619  ___________________________________________________________________
 BT1619  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BT1619  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BT1619
 BT1619  HORZ ORDER  -  THIRD
 BT1619
 BT1619.The horizontal coordinates were established by classical geodetic methods
 BT1619.and adjusted by the National Geodetic Survey in September 1997..
 BT1619
 BT1619
 BT1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1619
 BT1619.The geoid height was determined by GEOID03.
 BT1619
 BT1619;                    North         East     Units Scale Factor Converg.
 BT1619;SPC GA W     -   185,709.835   688,464.577   MT  0.99990164   -0 03 50.0
 BT1619;SPC GA W     -   609,283.02  2,258,737.53   sFT  0.99990164   -0 03 50.0
 BT1619;UTM  16      - 3,507,628.901   757,074.053   MT  1.00041516   +1 25 28.9
 BT1619
 BT1619                          SUPERSEDED SURVEY CONTROL
 BT1619
 BT1619  NAD 83(1986)-  31 40 30.66219(N)    084 17 17.98860(W) AD(       ) 4
 BT1619  NAD 27      -  31 40 30.05384(N)    084 17 18.28679(W) AD(       ) 3
 BT1619
 BT1619.Superseded values are not recommended for survey control.
 BT1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1619.See file dsdata.txt to determine how the superseded data were derived.
 BT1619
 BT1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5707407629(NAD 83)
 BT1619_MARKER: 53 = ELEVATED TANK
 BT1619
 BT1619  HISTORY     - Date     Condition        Report By
 BT1619  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1619
 BT1619                          STATION DESCRIPTION
 BT1619
 BT1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1619'STATION IS THE APEX OF VENT, AT THE TOP AND CENTER OF A WATER TANK
 BT1619'THAT HAS CYLINDRICAL SIDES AND A DOME SHAPED TOP AND BOTTOM.  IT
 BT1619'IS SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS APPROXIMATELY 120
 BT1619'FEET HIGH.  THE TANK IS SILVER IN COLOR AND IS OWNED BY THE
 BT1619'LILLISTON CORPORATION, ALBANY PLANT.
 BT1619'
 BT1619'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE CENTER OF
 BT1619'ALBANY, 0.7 MILE EAST OF THE LEE-TERRELL COUNTY LINE, 0.2 MILE
 BT1619'NORTH OF U.S. HIGHWAY 82 AND 0.1 MILE WEST OF A PAVED ROAD AT THE
 BT1619'NORTHEAST CORNER OF THE PLANT COMPLEX.  THE COMPLETE NAME OF THE
 BT1619'STATION IS ALBANY LILLISTON CORPORATION WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1574 ***********************************************************************
 BT1574  DESIGNATION -  ALBANY MACGREGOR CO TANK
 BT1574  PID         -  BT1574
 BT1574  STATE/COUNTY-  GA/DOUGHERTY
 BT1574  USGS QUAD   -  ALBANY WEST (1988)
 BT1574
 BT1574                         *CURRENT SURVEY CONTROL
 BT1574  ___________________________________________________________________
 BT1574* NAD 83(1994)-  31 33 24.54338(N)    084 10 43.67258(W)     ADJUSTED  
 BT1574* NAVD 88     -                                                        
 BT1574  ___________________________________________________________________
 BT1574  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT1574  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT1574
 BT1574  HORZ ORDER  -  THIRD
 BT1574
 BT1574.The horizontal coordinates were established by classical geodetic methods
 BT1574.and adjusted by the National Geodetic Survey in September 1997..
 BT1574
 BT1574
 BT1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1574
 BT1574.The geoid height was determined by GEOID03.
 BT1574
 BT1574;                    North         East     Units Scale Factor Converg.
 BT1574;SPC GA W     -   172,580.473   698,848.314   MT  0.99990002   -0 00 22.9
 BT1574;SPC GA W     -   566,207.77  2,292,804.84   sFT  0.99990002   -0 00 22.9
 BT1574;UTM  16      - 3,494,766.197   767,800.692   MT  1.00048464   +1 28 38.4
 BT1574
 BT1574                          SUPERSEDED SURVEY CONTROL
 BT1574
 BT1574  NAD 83(1986)-  31 33 24.54892(N)    084 10 43.67829(W) AD(       ) 4
 BT1574  NAD 27      -  31 33 23.92218(N)    084 10 44.00533(W) AD(       ) 3
 BT1574
 BT1574.Superseded values are not recommended for survey control.
 BT1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1574.See file dsdata.txt to determine how the superseded data were derived.
 BT1574
 BT1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6780194766(NAD 83)
 BT1574_MARKER: 53 = ELEVATED TANK
 BT1574
 BT1574  HISTORY     - Date     Condition        Report By
 BT1574  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1574
 BT1574                          STATION DESCRIPTION
 BT1574
 BT1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1574'THE STATION IS THE VENT AT THE TOP AND CENTER OF A WATER TANK THAT
 BT1574'HAS CYLINDRICAL SIDES AND A DOME SHAPED TOP AND BOTTOM.  IT IS
 BT1574'SUPPORTED BY SIX TUBULAR STEEL LEGS AND IS 120 FEET HIGH.  THE TANK
 BT1574'IS SILVER IN COLOR AND IS OWNED BY MAC GREGOR COMPANY
 BT1574'INCORPORATED, DIVISION OF BRUNSWICK CORPORATION.
 BT1574'
 BT1574'STATION IS LOCATED IN THE SOUTHWEST SECTION OF ALBANY, 0.1 MILE
 BT1574'WEST OF SOUTH SLAPPEY DRIVE, 230 FEET NORTH OF INDUSTRY AVE. AND
 BT1574'100 FEET EAST OF THE CENTER OF PAVED ROAD LEADING TO PLANT
 BT1574'BUILDING.  THE COMPLETE NAME OF THE STATION IS ALBANY MAC GREGOR
 BT1574'COMPANY INCORPORATED WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1589 ***********************************************************************
 BT1589  DESIGNATION -  ALBANY OLINKRAFT CO TANK
 BT1589  PID         -  BT1589
 BT1589  STATE/COUNTY-  GA/DOUGHERTY
 BT1589  USGS QUAD   -  ALBANY WEST (1988)
 BT1589
 BT1589                         *CURRENT SURVEY CONTROL
 BT1589  ___________________________________________________________________
 BT1589* NAD 83(1994)-  31 36 19.73313(N)    084 09 23.70600(W)     ADJUSTED  
 BT1589* NAVD 88     -                                                        
 BT1589  ___________________________________________________________________
 BT1589  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BT1589  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BT1589
 BT1589  HORZ ORDER  -  THIRD
 BT1589
 BT1589.The horizontal coordinates were established by classical geodetic methods
 BT1589.and adjusted by the National Geodetic Survey in September 1997..
 BT1589
 BT1589
 BT1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1589
 BT1589.The geoid height was determined by GEOID03.
 BT1589
 BT1589;                    North         East     Units Scale Factor Converg.
 BT1589;SPC GA W     -   177,975.734   700,956.609   MT  0.99990001   +0 00 19.0
 BT1589;SPC GA W     -   583,908.72  2,299,721.81   sFT  0.99990001   +0 00 19.0
 BT1589;UTM  16      - 3,500,217.494   769,769.650   MT  1.00049769   +1 29 27.8
 BT1589
 BT1589                          SUPERSEDED SURVEY CONTROL
 BT1589
 BT1589  NAD 83(1986)-  31 36 19.73721(N)    084 09 23.71213(W) AD(       ) 4
 BT1589  NAD 27      -  31 36 19.11750(N)    084 09 24.03889(W) AD(       ) 3
 BT1589
 BT1589.Superseded values are not recommended for survey control.
 BT1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1589.See file dsdata.txt to determine how the superseded data were derived.
 BT1589
 BT1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6977000217(NAD 83)
 BT1589_MARKER: 53 = ELEVATED TANK
 BT1589
 BT1589  HISTORY     - Date     Condition        Report By
 BT1589  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1589  HISTORY     - 19920828 GOOD             USPSQD
 BT1589
 BT1589                          STATION DESCRIPTION
 BT1589
 BT1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1589'THE STATION, ALBANY OLINKRAFT COMPANY TANK, IS THE RED LIGHT ATOP
 BT1589'AN ELEVATED WATER TANK THAT IS SUPPORTED BY 4 TRUSS WORK LEGS.  THE
 BT1589'STRUCTURE HAS AN OVERALL HEIGHT OF 100 FEET AND IS PAINTED
 BT1589'SILVER.  IT IS 100 FEET EAST OF THE EAST SIDE OF THE PLANT WHICH
 BT1589'IS LOCATED IN THE NORTHWEST ANGLE OF NORTH JEFFERSON STREET AND
 BT1589'MAXWELL DRIVE IN ALBANY.
 BT1589
 BT1589                          STATION RECOVERY (1992)
 BT1589
 BT1589'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1597 ***********************************************************************
 BT1597  DESIGNATION -  ALBANY OXFORD CONSTRUCT MAST
 BT1597  PID         -  BT1597
 BT1597  STATE/COUNTY-  GA/LEE
 BT1597  USGS QUAD   -  LEESBURG (1988)
 BT1597
 BT1597                         *CURRENT SURVEY CONTROL
 BT1597  ___________________________________________________________________
 BT1597* NAD 83(1994)-  31 37 40.49938(N)    084 11 45.43403(W)     ADJUSTED  
 BT1597* NAVD 88     -                                                        
 BT1597  ___________________________________________________________________
 BT1597  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BT1597  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BT1597
 BT1597  HORZ ORDER  -  THIRD
 BT1597
 BT1597.The horizontal coordinates were established by classical geodetic methods
 BT1597.and adjusted by the National Geodetic Survey in September 1997..
 BT1597
 BT1597
 BT1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1597
 BT1597.The geoid height was determined by GEOID03.
 BT1597
 BT1597;                    North         East     Units Scale Factor Converg.
 BT1597;SPC GA W     -   180,463.417   697,221.718   MT  0.99990010   -0 00 55.3
 BT1597;SPC GA W     -   592,070.39  2,287,468.25   sFT  0.99990010   -0 00 55.3
 BT1597;UTM  16      - 3,502,608.869   765,969.271   MT  1.00047256   +1 28 16.7
 BT1597
 BT1597                          SUPERSEDED SURVEY CONTROL
 BT1597
 BT1597  NAD 83(1986)-  31 37 40.49997(N)    084 11 45.44258(W) AD(       ) 4
 BT1597  NAD 27      -  31 37 39.88476(N)    084 11 45.76398(W) AD(       ) 3
 BT1597
 BT1597.Superseded values are not recommended for survey control.
 BT1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1597.See file dsdata.txt to determine how the superseded data were derived.
 BT1597
 BT1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6596902609(NAD 83)
 BT1597_MARKER: 42 = RADIO/TV MAST
 BT1597
 BT1597  HISTORY     - Date     Condition        Report By
 BT1597  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1597  HISTORY     - 19920828 GOOD             USPSQD
 BT1597
 BT1597                          STATION DESCRIPTION
 BT1597
 BT1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1597'THE STATION, ALBANY OXFORD CONSTRUCTION COMPANY RADIO MAST KBY 711,
 BT1597'IS THE RED LIGHT ATOP A GUYED MAST THAT IS PAINTED ALTERNATELY RED
 BT1597'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 506 FEET AND
 BT1597'IS LOCATED 0.2 MILE SOUTHWEST OF PALMYRA ROAD, AT THE SOUTHEAST
 BT1597'CORNER OF THE CONSTRUCTION COMPANY STORAGE AREA AND IS 5 FEET
 BT1597'EAST OF A SMALL CONCRETE BLOCK BUILDING.  THE TOWER IS OWNED BY
 BT1597'OXFORD CONSTRUCTION COMPANY, 3333 PALMYRA ROAD, ALBANY GEORGIA.
 BT1597'
 BT1597'TO REACH FROM JUNCTION OF SLAPPEY BOULEVARD (U.S. HIGHWAY 19)
 BT1597'AND PALMYRA ROAD GO NORTHWEST ON PALMYRA ROAD FOR 0.8 MILE TO A
 BT1597'RAILROAD CROSSING, CONTINUE 0.8 MILE TO MAST ON LEFT.
 BT1597
 BT1597                          STATION RECOVERY (1992)
 BT1597
 BT1597'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1590 ***********************************************************************
 BT1590  DESIGNATION -  ALBANY PORTERFIELD METH CHURCH
 BT1590  PID         -  BT1590
 BT1590  STATE/COUNTY-  GA/DOUGHERTY
 BT1590  USGS QUAD   -  ALBANY WEST (1988)
 BT1590
 BT1590                         *CURRENT SURVEY CONTROL
 BT1590  ___________________________________________________________________
 BT1590* NAD 83(1994)-  31 36 06.29752(N)    084 12 11.20735(W)     ADJUSTED  
 BT1590* NAVD 88     -                                                        
 BT1590  ___________________________________________________________________
 BT1590  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BT1590  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT1590
 BT1590  HORZ ORDER  -  THIRD
 BT1590
 BT1590.The horizontal coordinates were established by classical geodetic methods
 BT1590.and adjusted by the National Geodetic Survey in September 1997..
 BT1590
 BT1590
 BT1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1590
 BT1590.The geoid height was determined by GEOID03.
 BT1590
 BT1590;                    North         East     Units Scale Factor Converg.
 BT1590;SPC GA W     -   177,562.491   696,541.600   MT  0.99990015   -0 01 08.8
 BT1590;SPC GA W     -   582,552.94  2,285,236.90   sFT  0.99990015   -0 01 08.8
 BT1590;UTM  16      - 3,499,689.616   765,364.272   MT  1.00046860   +1 27 59.3
 BT1590
 BT1590                          SUPERSEDED SURVEY CONTROL
 BT1590
 BT1590  NAD 83(1986)-  31 36 06.30322(N)    084 12 11.21177(W) AD(       ) 4
 BT1590  NAD 27      -  31 36 05.68265(N)    084 12 11.53508(W) AD(       ) 3
 BT1590
 BT1590.Superseded values are not recommended for survey control.
 BT1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1590.See file dsdata.txt to determine how the superseded data were derived.
 BT1590
 BT1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6536499690(NAD 83)
 BT1590_MARKER: 90 = CHURCH SPIRE
 BT1590
 BT1590  HISTORY     - Date     Condition        Report By
 BT1590  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1590  HISTORY     - 19920828 GOOD             USPSQD
 BT1590  HISTORY     - 19990324 GOOD             USPSQD
 BT1590
 BT1590                          STATION DESCRIPTION
 BT1590
 BT1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1590'THE STATION, ALBANY PORTERFIELD MEMORIAL UNITED METHODIST CHURCH
 BT1590'SPIRE, IS THE CENTER OF THE BASE OF A CROSS MOUNTED ATOP A 8 SIDED
 BT1590'BLACK SPIRE.  THE SPIRE IS ATOP A 3 TEARED BELL TOWER LOCATED
 BT1590'ON THE NORTH END OF A BRICK CHURCH BUILDING.  THE STRUCTURE HAS
 BT1590'AN OVERALL HEIGHT OF 110 FEET AND IS 86 FEET SOUTH OF THE CENTER
 BT1590'OF U.S. HIGHWAY 82.  IT IS LOCATED IN THE SOUTHEAST ANGLE OF
 BT1590'(U.S. HIGHWAY 82) DAWSON ROAD AND LULLWATER ROAD.
 BT1590
 BT1590                          STATION RECOVERY (1992)
 BT1590
 BT1590'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1590'RECOVERED IN GOOD CONDITION.
 BT1590
 BT1590                          STATION RECOVERY (1999)
 BT1590
 BT1590'RECOVERY NOTE BY US POWER SQUADRON 1999
 BT1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1592 ***********************************************************************
 BT1592  DESIGNATION -  ALBANY RAD STA WJAZ SW MAST
 BT1592  PID         -  BT1592
 BT1592  STATE/COUNTY-  GA/DOUGHERTY
 BT1592  USGS QUAD   -  ALBANY WEST (1988)
 BT1592
 BT1592                         *CURRENT SURVEY CONTROL
 BT1592  ___________________________________________________________________
 BT1592* NAD 83(1994)-  31 37 03.56432(N)    084 10 31.74638(W)     ADJUSTED  
 BT1592* NAVD 88     -                                                        
 BT1592  ___________________________________________________________________
 BT1592  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT1592  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT1592
 BT1592  HORZ ORDER  -  THIRD
 BT1592
 BT1592.The horizontal coordinates were established by classical geodetic methods
 BT1592.and adjusted by the National Geodetic Survey in September 1997..
 BT1592
 BT1592
 BT1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1592
 BT1592.The geoid height was determined by GEOID03.
 BT1592
 BT1592;                    North         East     Units Scale Factor Converg.
 BT1592;SPC GA W     -   179,325.590   699,163.362   MT  0.99990001   -0 00 16.6
 BT1592;SPC GA W     -   588,337.37  2,293,838.46   sFT  0.99990001   -0 00 16.6
 BT1592;UTM  16      - 3,501,521.163   767,940.920   MT  1.00048555   +1 28 53.9
 BT1592
 BT1592                          SUPERSEDED SURVEY CONTROL
 BT1592
 BT1592  NAD 83(1986)-  31 37 03.56832(N)    084 10 31.75274(W) AD(       ) 4
 BT1592  NAD 27      -  31 37 02.95099(N)    084 10 32.07661(W) AD(       ) 3
 BT1592
 BT1592.Superseded values are not recommended for survey control.
 BT1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1592.See file dsdata.txt to determine how the superseded data were derived.
 BT1592
 BT1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6794101521(NAD 83)
 BT1592_MARKER: 42 = RADIO/TV MAST
 BT1592
 BT1592  HISTORY     - Date     Condition        Report By
 BT1592  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1592
 BT1592                          STATION DESCRIPTION
 BT1592
 BT1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1592'THE STATION, ALBANY RADIO STATION MAST WJAZ, IS THE RED LIGHT ATOP
 BT1592'A GUYED MAST THAT IS PAINTED ALTERNATELY RED AND WHITE AND IS THE
 BT1592'SOUTHWEST ONE OF 3 MASTS.  THE STRUCTURE HAS AN OVERALL HEIGHT
 BT1592'OF 235 FEET AND IS LOCATED 45 FEET EAST OF THE REAR OF WJAZ
 BT1592'STUDIO.  IT IS ABOUT 0.05 MILE NORTHEAST OF THE JUNCTION OF
 BT1592'SCHLEY AVENUE AND NORTH SLAPPEY BOULEVARD (U.S. HIGHWAY 19) IN
 BT1592'NORTH ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1599 ***********************************************************************
 BT1599  DESIGNATION -  ALBANY RAD STA WJIZ FM MAST
 BT1599  PID         -  BT1599
 BT1599  STATE/COUNTY-  GA/LEE
 BT1599  USGS QUAD   -  LEESBURG (1988)
 BT1599
 BT1599                         *CURRENT SURVEY CONTROL
 BT1599  ___________________________________________________________________
 BT1599* NAD 83(1994)-  31 39 16.59529(N)    084 10 35.73275(W)     ADJUSTED  
 BT1599* NAVD 88     -                                                        
 BT1599  ___________________________________________________________________
 BT1599  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BT1599  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT1599
 BT1599  HORZ ORDER  -  THIRD
 BT1599
 BT1599.The horizontal coordinates were established by classical geodetic methods
 BT1599.and adjusted by the National Geodetic Survey in September 1997..
 BT1599
 BT1599
 BT1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1599
 BT1599.The geoid height was determined by GEOID03.
 BT1599
 BT1599;                    North         East     Units Scale Factor Converg.
 BT1599;SPC GA W     -   183,422.560   699,058.679   MT  0.99990001   -0 00 18.8
 BT1599;SPC GA W     -   601,778.85  2,293,495.02   sFT  0.99990001   -0 00 18.8
 BT1599;UTM  16      - 3,505,616.431   767,729.829   MT  1.00048415   +1 28 57.4
 BT1599
 BT1599                          SUPERSEDED SURVEY CONTROL
 BT1599
 BT1599  NAD 83(1986)-  31 39 16.59854(N)    084 10 35.73438(W) AD(       ) 4
 BT1599  NAD 27      -  31 39 15.98736(N)    084 10 36.05946(W) AD(       ) 3
 BT1599
 BT1599.Superseded values are not recommended for survey control.
 BT1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1599.See file dsdata.txt to determine how the superseded data were derived.
 BT1599
 BT1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6773005616(NAD 83)
 BT1599_MARKER: 42 = RADIO/TV MAST
 BT1599
 BT1599  HISTORY     - Date     Condition        Report By
 BT1599  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1599
 BT1599                          STATION DESCRIPTION
 BT1599
 BT1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1599'THE STATION, ALBANY RADIO STATION MAST WJIZ FM, IS THE RED LIGHT
 BT1599'ATOP A GUYED MAST THAT IS PAINTED ALTERNATELY RED AND WHITE.  THE
 BT1599'STRUCTURE HAS AN OVERALL HEIGHT OF 535 FEET AND IS LOCATED 15 FEET
 BT1599'SOUTH OF A SMALL CONCRETE BLOCK BUILDING.
 BT1599'
 BT1599'TO REACH FROM THE JUNCTION OF SLAPPEY BOULEVARD (U.S. HIGHWAY 19)
 BT1599'AND PALMYRA ROAD IN NORTHWEST ALBANY GO NORTH ON SLAPPEY BOULEVARD
 BT1599'FOR 3.3 MILE TO A SAND ROAD ON LEFT, ABOUT 100 FEET SOUTH OF PAVED
 BT1599'ROAD ON LEFT, TURN LEFT ON SAND ROAD AND GO WEST FOR 0.2 MILE
 BT1599'TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1591 ***********************************************************************
 BT1591  DESIGNATION -  ALBANY RAD STA WWCW TALL MAST
 BT1591  PID         -  BT1591
 BT1591  STATE/COUNTY-  GA/DOUGHERTY
 BT1591  USGS QUAD   -  ALBANY WEST (1988)
 BT1591
 BT1591                         *CURRENT SURVEY CONTROL
 BT1591  ___________________________________________________________________
 BT1591* NAD 83(1994)-  31 37 16.31126(N)    084 09 11.36959(W)     ADJUSTED  
 BT1591* NAVD 88     -                                                        
 BT1591  ___________________________________________________________________
 BT1591  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT1591  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT1591
 BT1591  HORZ ORDER  -  THIRD
 BT1591
 BT1591.The horizontal coordinates were established by classical geodetic methods
 BT1591.and adjusted by the National Geodetic Survey in September 1997..
 BT1591
 BT1591
 BT1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1591
 BT1591.The geoid height was determined by GEOID03.
 BT1591
 BT1591;                    North         East     Units Scale Factor Converg.
 BT1591;SPC GA W     -   179,718.202   701,281.547   MT  0.99990002   +0 00 25.5
 BT1591;SPC GA W     -   589,625.47  2,300,787.88   sFT  0.99990002   +0 00 25.5
 BT1591;UTM  16      - 3,501,968.851   770,049.457   MT  1.00049955   +1 29 36.6
 BT1591
 BT1591                          SUPERSEDED SURVEY CONTROL
 BT1591
 BT1591  NAD 83(1986)-  31 37 16.31530(N)    084 09 11.37509(W) AD(       ) 4
 BT1591  NAD 27      -  31 37 15.69804(N)    084 09 11.70180(W) AD(       ) 3
 BT1591
 BT1591.Superseded values are not recommended for survey control.
 BT1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1591.See file dsdata.txt to determine how the superseded data were derived.
 BT1591
 BT1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7004901969(NAD 83)
 BT1591_MARKER: 42 = RADIO/TV MAST
 BT1591
 BT1591  HISTORY     - Date     Condition        Report By
 BT1591  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1591
 BT1591                          STATION DESCRIPTION
 BT1591
 BT1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1591'THE STATION, ALBANY RADIO STATION MAST WWCW FM, IS THE RED LIGHT
 BT1591'ATOP A GUYED MAST THAT IS PAINTED ALTERNATELY RED AND WHITE AND
 BT1591'IS THE TALLEST ONE OF 3 MASTS.  THE STRUCTURE HAS AN OVERALL
 BT1591'HEIGHT OF 348 FEET AND IS LOCATED 0.05 MILE SOUTH OF THE STUDIO
 BT1591'AND 10 FEET SOUTH OF SMALL CONCRETE BLOCK BUILDING.
 BT1591'
 BT1591'TO REACH FROM JUNCTION OF STATE ROADS 3 (LEESBURG ROAD) AND 91
 BT1591'(PHILEMA ROAD) GO NORTHWEST ON STATE ROAD 3 FOR 0.95 MILE TO SAND
 BT1591'ROAD ON RIGHT, TURN RIGHT GO EAST ON SAND ROAD FOR 0.6 MILE TO
 BT1591'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0099 ***********************************************************************
 BT0099  DESIGNATION -  ALBANY RM 1
 BT0099  PID         -  BT0099
 BT0099  STATE/COUNTY-  GA/DOUGHERTY
 BT0099  USGS QUAD   -  ALBANY EAST (1988)
 BT0099
 BT0099                         *CURRENT SURVEY CONTROL
 BT0099  ___________________________________________________________________
 BT0099* NAD 83(1986)-  31 34 20.     (N)    084 07 20.     (W)     SCALED    
 BT0099* NAVD 88     -        73.169  (meters)     240.06   (feet)  POSTED    
 BT0099  ___________________________________________________________________
 BT0099  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT0099  DYNAMIC HT  -          73.080 (meters)     239.76  (feet)  COMP
 BT0099  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 BT0099
 BT0099  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BT0099
 BT0099.The horizontal coordinates were scaled from a topographic map and have
 BT0099.an estimated accuracy of +/- 6 seconds.
 BT0099
 BT0099.The orthometric height was determined by differential leveling
 BT0099.and adjusted by the National Geodetic Survey in 1992..
 BT0099.No vertical observational check was made to the station.
 BT0099.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BT0099.was located on a no-check spur therefore a value was not computed.
 BT0099
 BT0099.The geoid height was determined by GEOID03.
 BT0099
 BT0099.The dynamic height is computed by dividing the NAVD 88
 BT0099.geopotential number by the normal gravity value computed on the
 BT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0099.degrees latitude (g = 980.6199 gals.).
 BT0099
 BT0099.The modeled gravity was interpolated from observed gravity values.
 BT0099
 BT0099;                    North         East    Units  Estimated Accuracy
 BT0099;SPC GA W     -   174,290.      704,220.      MT  (+/- 180 meters Scaled)
 BT0099
 BT0099                          SUPERSEDED SURVEY CONTROL
 BT0099
 BT0099  NGVD 29 (??/??/92)   73.36   (m)          240.7    (f) COMPUTED    1 2
 BT0099
 BT0099.Superseded values are not recommended for survey control.
 BT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0099.See file dsdata.txt to determine how the superseded data were derived.
 BT0099
 BT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV731966(NAD 83)
 BT0099_MARKER: DR = REFERENCE MARK DISK
 BT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0099_STAMPING: ALBANY NO 1 1935
 BT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0099+STABILITY: SURFACE MOTION
 BT0099
 BT0099  HISTORY     - Date     Condition        Report By
 BT0099  HISTORY     - 1935     MONUMENTED       CGS
 BT0099  HISTORY     - 1944     GOOD             NGS
 BT0099  HISTORY     - 1956     MARK NOT FOUND   CGS
 BT0099
 BT0099                          STATION DESCRIPTION
 BT0099
 BT0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BT0099'1.8 MI SE FROM ALBANY.
 BT0099'1.8 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILWAY FROM THE
 BT0099'STATION AT ALBANY, NEAR ALBANY JUNCTION, 97.3 FEET NORTHWEST OF THE
 BT0099'TRIANGULATION STATION ALBANY, 30 FEET NORTHEAST OF TOP OF RIDGE.
 BT0099'A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 BT0099'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BT0099
 BT0099                          STATION RECOVERY (1956)
 BT0099
 BT0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 BT0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0100 ***********************************************************************
 BT0100  DESIGNATION -  ALBANY RM 2
 BT0100  PID         -  BT0100
 BT0100  STATE/COUNTY-  GA/DOUGHERTY
 BT0100  USGS QUAD   -  ALBANY EAST (1988)
 BT0100
 BT0100                         *CURRENT SURVEY CONTROL
 BT0100  ___________________________________________________________________
 BT0100* NAD 83(1986)-  31 34 20.     (N)    084 07 20.     (W)     SCALED    
 BT0100* NAVD 88     -        73.482  (meters)     241.08   (feet)  ADJUSTED  
 BT0100  ___________________________________________________________________
 BT0100  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT0100  DYNAMIC HT  -          73.394 (meters)     240.79  (feet)  COMP
 BT0100  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 BT0100
 BT0100  VERT ORDER  -  FIRST     CLASS I
 BT0100
 BT0100.The horizontal coordinates were scaled from a topographic map and have
 BT0100.an estimated accuracy of +/- 6 seconds.
 BT0100
 BT0100.The orthometric height was determined by differential leveling
 BT0100.and adjusted by the National Geodetic Survey in June 1991..
 BT0100.WARNING-Repeat measurements at this control monument indicate possible
 BT0100.vertical movement.
 BT0100
 BT0100.The geoid height was determined by GEOID03.
 BT0100
 BT0100.The dynamic height is computed by dividing the NAVD 88
 BT0100.geopotential number by the normal gravity value computed on the
 BT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0100.degrees latitude (g = 980.6199 gals.).
 BT0100
 BT0100.The modeled gravity was interpolated from observed gravity values.
 BT0100
 BT0100;                    North         East    Units  Estimated Accuracy
 BT0100;SPC GA W     -   174,290.      704,220.      MT  (+/- 180 meters Scaled)
 BT0100
 BT0100                          SUPERSEDED SURVEY CONTROL
 BT0100
 BT0100  NGVD 29 (??/??/92)   73.684  (m)          241.74   (f) ADJ UNCH    1 1
 BT0100
 BT0100.Superseded values are not recommended for survey control.
 BT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0100.See file dsdata.txt to determine how the superseded data were derived.
 BT0100
 BT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV731966(NAD 83)
 BT0100_MARKER: DR = REFERENCE MARK DISK
 BT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0100_STAMPING: ALBANY NO 2 1935
 BT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0100+STABILITY: SURFACE MOTION
 BT0100
 BT0100  HISTORY     - Date     Condition        Report By
 BT0100  HISTORY     - 1935     MONUMENTED       CGS
 BT0100  HISTORY     - 1974     GOOD             NGS
 BT0100
 BT0100                          STATION DESCRIPTION
 BT0100
 BT0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0100'1.8 MI SE FROM ALBANY.
 BT0100'THIS REFERENCE MARK FOUND AS DESCRIBED IN 1957 RECOVERY NOTE.
 BT0100'CHIPPED OUT AROUND THE DISK, LEANING TO THE SOUTHWEST.  DUE TO OTHER
 BT0100'CHANGES A NEW DESCRIPTION FOLLOWS.  1.45 MILES EASTERLY ALONG U.S.
 BT0100'HIGHWAY 82, 19 AND STATE HIGHWAY 50 FROM THE CENTER OF THE BRIDGE
 BT0100'OVER THE FLINT RIVER ON THE EAST EDGE OF ALBANY, 185 FEET SOUTH OF
 BT0100'THE CENTER OF EAST BOUND LANE OF HIGHWAY, 137 FEET WEST-NORTHWEST
 BT0100'OF A POWER POLE WITH A TRANSFORMER, 105 FEET SOUTHWEST OF A 5 FOOT
 BT0100'HIGH WOODEN WITNESS POST AND SIGN, 87.5 FEET SOUTHWEST OF THE EAST
 BT0100'END OF A BILLBOARD SIGN, 70 FEET SOUTH OF THE WEST END OF A
 BT0100'BILLBOARD SIGN, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND A DISK
 BT0100'SET IN THE TOP OF A CHIPPED OUT AROUND THE DISK, LEANING TO THE
 BT0100'SOUTHWEST MONUMENT THAT IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1570 ***********************************************************************
 BT1570  DESIGNATION -  ALBANY SOU BELL TEL MICROWAVE
 BT1570  PID         -  BT1570
 BT1570  STATE/COUNTY-  GA/DOUGHERTY
 BT1570  USGS QUAD   -  ALBANY WEST (1988)
 BT1570
 BT1570                         *CURRENT SURVEY CONTROL
 BT1570  ___________________________________________________________________
 BT1570* NAD 83(1994)-  31 34 41.03616(N)    084 09 15.81839(W)     ADJUSTED  
 BT1570* NAVD 88     -                                                        
 BT1570  ___________________________________________________________________
 BT1570  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT1570  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT1570
 BT1570  HORZ ORDER  -  THIRD
 BT1570
 BT1570.The horizontal coordinates were established by classical geodetic methods
 BT1570.and adjusted by the National Geodetic Survey in September 1997..
 BT1570
 BT1570
 BT1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1570
 BT1570.The geoid height was determined by GEOID03.
 BT1570
 BT1570;                    North         East     Units Scale Factor Converg.
 BT1570;SPC GA W     -   174,936.201   701,164.846   MT  0.99990002   +0 00 23.1
 BT1570;SPC GA W     -   573,936.52  2,300,405.00   sFT  0.99990002   +0 00 23.1
 BT1570;UTM  16      - 3,497,182.564   770,056.768   MT  1.00049960   +1 29 27.7
 BT1570
 BT1570                          SUPERSEDED SURVEY CONTROL
 BT1570
 BT1570  NAD 83(1986)-  31 34 41.04112(N)    084 09 15.82363(W) AD(       ) 4
 BT1570  NAD 27      -  31 34 40.41686(N)    084 09 16.15313(W) AD(       ) 3
 BT1570
 BT1570.Superseded values are not recommended for survey control.
 BT1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1570.See file dsdata.txt to determine how the superseded data were derived.
 BT1570
 BT1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7005797183(NAD 83)
 BT1570_MARKER: 45 = MICROWAVE TOWER
 BT1570
 BT1570  HISTORY     - Date     Condition        Report By
 BT1570  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1570  HISTORY     - 19920828 GOOD             USPSQD
 BT1570
 BT1570                          STATION DESCRIPTION
 BT1570
 BT1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1570'THE STATION, ALBANY SOUTHERN BELL MICROWAVE KIP 48, IS THE RED
 BT1570'LIGHT ATOP A 4 LEGGED, SELF-SUPPORTING TOWER THAT IS PAINTED
 BT1570'ALTERNATELY RED AND WHITE AND IS LOCATED ATOP A BRICK BUILDING AT
 BT1570'304 PINE AVENUE IN DOWNTOWN ALBANY.  THE TOWER AND BUILDING HAVE
 BT1570'AN OVERALL HEIGHT OF 165 FEET AND HAS 5 DISH ANTENNAS MOUNTED ON
 BT1570'TOP.
 BT1570
 BT1570                          STATION RECOVERY (1992)
 BT1570
 BT1570'RECOVERY NOTE BY US POWER SQUADRON 1992 (NEF)
 BT1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1579 ***********************************************************************
 BT1579  DESIGNATION -  ALBANY SOUTHERN RWY MICROWAVE
 BT1579  PID         -  BT1579
 BT1579  STATE/COUNTY-  GA/DOUGHERTY
 BT1579  USGS QUAD   -  ALBANY WEST (1988)
 BT1579
 BT1579                         *CURRENT SURVEY CONTROL
 BT1579  ___________________________________________________________________
 BT1579* NAD 83(1994)-  31 35 46.73477(N)    084 09 07.91862(W)     ADJUSTED  
 BT1579* NAVD 88     -                                                        
 BT1579  ___________________________________________________________________
 BT1579  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT1579  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BT1579
 BT1579  HORZ ORDER  -  THIRD
 BT1579
 BT1579.The horizontal coordinates were established by classical geodetic methods
 BT1579.and adjusted by the National Geodetic Survey in September 1997..
 BT1579
 BT1579
 BT1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1579
 BT1579.The geoid height was determined by GEOID03.
 BT1579
 BT1579;                    North         East     Units Scale Factor Converg.
 BT1579;SPC GA W     -   176,959.534   701,372.855   MT  0.99990002   +0 00 27.3
 BT1579;SPC GA W     -   580,574.74  2,301,087.44   sFT  0.99990002   +0 00 27.3
 BT1579;UTM  16      - 3,499,211.825   770,212.366   MT  1.00050064   +1 29 34.6
 BT1579
 BT1579                          SUPERSEDED SURVEY CONTROL
 BT1579
 BT1579  NAD 83(1986)-  31 35 46.73868(N)    084 09 07.92430(W) AD(       ) 4
 BT1579  NAD 27      -  31 35 46.11790(N)    084 09 08.25214(W) AD(       ) 3
 BT1579
 BT1579.Superseded values are not recommended for survey control.
 BT1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1579.See file dsdata.txt to determine how the superseded data were derived.
 BT1579
 BT1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7021299212(NAD 83)
 BT1579_MARKER: 45 = MICROWAVE TOWER
 BT1579
 BT1579  HISTORY     - Date     Condition        Report By
 BT1579  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1579
 BT1579                          STATION DESCRIPTION
 BT1579
 BT1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1579'THE STATION, ALBANY SOUTHERN RAILWAY MICROWAVE KRA 28, IS THE
 BT1579'RED LIGHT ATOP A THREE LEGGED, SELF-SUPPORTING STEEL TOWER THAT
 BT1579'IS PAINTED ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN
 BT1579'OVERALL HEIGHT OF 304 FEET AND HAS ONE EIGHT SIDED FAN ANTENNA
 BT1579'MOUNTED ON THE TOP.  IT IS LOCATED 15 FEET NORTH OF THE SOUTHERN
 BT1579'RAILWAY YARD OFFICE AND 0.05 MILE NORTHEAST OF THE JUNCTION OF
 BT1579'NORTH WASHINGTON STREET AND SEVENTH AVENUE IN NORTH ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1576 ***********************************************************************
 BT1576  DESIGNATION -  ALBANY TRI STATE TRACTOR MAST
 BT1576  PID         -  BT1576
 BT1576  STATE/COUNTY-  GA/DOUGHERTY
 BT1576  USGS QUAD   -  ALBANY WEST (1988)
 BT1576
 BT1576                         *CURRENT SURVEY CONTROL
 BT1576  ___________________________________________________________________
 BT1576* NAD 83(1994)-  31 35 14.12078(N)    084 09 02.83562(W)     ADJUSTED  
 BT1576* NAVD 88     -                                                        
 BT1576  ___________________________________________________________________
 BT1576  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT1576  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT1576
 BT1576  HORZ ORDER  -  THIRD
 BT1576
 BT1576.The horizontal coordinates were established by classical geodetic methods
 BT1576.and adjusted by the National Geodetic Survey in September 1997..
 BT1576
 BT1576
 BT1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1576
 BT1576.The geoid height was determined by GEOID03.
 BT1576
 BT1576;                    North         East     Units Scale Factor Converg.
 BT1576;SPC GA W     -   175,955.145   701,506.988   MT  0.99990003   +0 00 29.9
 BT1576;SPC GA W     -   577,279.50  2,301,527.51   sFT  0.99990003   +0 00 29.9
 BT1576;UTM  16      - 3,498,210.648   770,372.583   MT  1.00050171   +1 29 35.9
 BT1576
 BT1576                          SUPERSEDED SURVEY CONTROL
 BT1576
 BT1576  NAD 83(1986)-  31 35 14.12577(N)    084 09 02.84067(W) AD(       ) 4
 BT1576  NAD 27      -  31 35 13.50250(N)    084 09 03.17021(W) AD(       ) 3
 BT1576
 BT1576.Superseded values are not recommended for survey control.
 BT1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1576.See file dsdata.txt to determine how the superseded data were derived.
 BT1576
 BT1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7037398211(NAD 83)
 BT1576_MARKER: 42 = RADIO/TV MAST
 BT1576
 BT1576  HISTORY     - Date     Condition        Report By
 BT1576  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1576
 BT1576                          STATION DESCRIPTION
 BT1576
 BT1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1576'THE STATION, ALBANY TRI-STATE RADIO MAST KKK 332, IS THE RED
 BT1576'LIGHT ATOP A TRIANGULAR SHAPED, STEEL, GUYED MAST THAT IS PAINTED
 BT1576'ALTERNATELY RED AND WHITE AND HAS AN OVERALL HEIGHT OF 400
 BT1576'FEET.  STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE MAIN
 BT1576'BRICK BUILDING OF THE TRI-STATE TRACTOR COMPANY WHICH IS IN THE
 BT1576'SOUTHEAST ANGLE OF WASHINGTON STREET AND WEST FIRST AVENUE IN
 BT1576'ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1588 ***********************************************************************
 BT1588  DESIGNATION -  ALBANY TV STA WALB MICROWAVE
 BT1588  PID         -  BT1588
 BT1588  STATE/COUNTY-  GA/DOUGHERTY
 BT1588  USGS QUAD   -  ALBANY WEST (1988)
 BT1588
 BT1588                         *CURRENT SURVEY CONTROL
 BT1588  ___________________________________________________________________
 BT1588* NAD 83(1994)-  31 36 46.67621(N)    084 11 18.37870(W)     ADJUSTED  
 BT1588* NAVD 88     -                                                        
 BT1588  ___________________________________________________________________
 BT1588  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BT1588  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT1588
 BT1588  HORZ ORDER  -  THIRD
 BT1588
 BT1588.The horizontal coordinates were established by classical geodetic methods
 BT1588.and adjusted by the National Geodetic Survey in September 1997..
 BT1588
 BT1588
 BT1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1588
 BT1588.The geoid height was determined by GEOID03.
 BT1588
 BT1588;                    North         East     Units Scale Factor Converg.
 BT1588;SPC GA W     -   178,805.659   697,934.320   MT  0.99990005   -0 00 41.1
 BT1588;SPC GA W     -   586,631.57  2,289,806.18   sFT  0.99990005   -0 00 41.1
 BT1588;UTM  16      - 3,500,969.211   766,725.068   MT  1.00047753   +1 28 28.7
 BT1588
 BT1588                          SUPERSEDED SURVEY CONTROL
 BT1588
 BT1588  NAD 83(1986)-  31 36 46.68096(N)    084 11 18.38425(W) AD(       ) 4
 BT1588  NAD 27      -  31 36 46.06230(N)    084 11 18.70834(W) AD(       ) 3
 BT1588
 BT1588.Superseded values are not recommended for survey control.
 BT1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1588.See file dsdata.txt to determine how the superseded data were derived.
 BT1588
 BT1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6672500969(NAD 83)
 BT1588_MARKER: 44 = MICROWAVE MAST
 BT1588
 BT1588  HISTORY     - Date     Condition        Report By
 BT1588  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1588
 BT1588                          STATION DESCRIPTION
 BT1588
 BT1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1588'THE STATION, ALBANY WALB TELEVISION MICROWAVE KHD 45, IS THE
 BT1588'RED LIGHT ATOP A GUYED MAST THAT IS PAINTED ALTERNATELY RED AND
 BT1588'WHITE.  IT HAS ONE SMALL DISH, ONE LARGE DISH AND ONE RECTANGULAR
 BT1588'FAN MOUNTED ON TOP.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 350
 BT1588'FEET AND IS LOCATED AT THE NORTHWEST CORNER OF THE STUDIO AND IS
 BT1588'0.05 MILE NORTH OF THE JUNCTION OF STUART AVENUE AND GREENWOOD
 BT1588'DRIVE.
 BT1588'
 BT1588'TO REACH FROM JUNCTION OF SLAPPEY BOULEVARD (U.S. HIGHWAY 19)
 BT1588'AND PALMYRA ROAD GO NORTHWEST ON PALMYRA ROAD FOR 0.05 MILE TO
 BT1588'SIDE ROAD ON LEFT, TURN LEFT AND GO WEST ON STUART AVENUE FOR
 BT1588'0.7 MILE TO MAST ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1545 ***********************************************************************
 BT1545  DESIGNATION -  ALBANY USM SUPPLY CEN E TANK
 BT1545  PID         -  BT1545
 BT1545  STATE/COUNTY-  GA/DOUGHERTY
 BT1545  USGS QUAD   -  ALBANY EAST (1988)
 BT1545
 BT1545                         *CURRENT SURVEY CONTROL
 BT1545  ___________________________________________________________________
 BT1545* NAD 83(1994)-  31 32 50.53837(N)    084 02 04.33866(W)     ADJUSTED  
 BT1545* NAVD 88     -                                                        
 BT1545  ___________________________________________________________________
 BT1545  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BT1545  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BT1545
 BT1545  HORZ ORDER  -  THIRD
 BT1545
 BT1545.The horizontal coordinates were established by classical geodetic methods
 BT1545.and adjusted by the National Geodetic Survey in September 1997..
 BT1545
 BT1545
 BT1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1545
 BT1545.The geoid height was determined by GEOID03.
 BT1545
 BT1545;                    North         East     Units Scale Factor Converg.
 BT1545;SPC GA W     -   171,540.737   712,544.898   MT  0.99990194   +0 04 08.9
 BT1545;SPC GA W     -   562,796.57  2,337,741.05   sFT  0.99990194   +0 04 08.9
 BT1545;UTM  16      - 3,494,080.984   781,528.251   MT  1.00057767   +1 33 09.2
 BT1545;UTM  17      - 3,494,260.878   211,911.108   MT  1.00062378   -1 35 19.6
 BT1545
 BT1545                          SUPERSEDED SURVEY CONTROL
 BT1545
 BT1545  NAD 83(1986)-  31 32 50.54280(N)    084 02 04.34591(W) AD(       ) 4
 BT1545  NAD 27      -  31 32 49.91310(N)    084 02 04.68320(W) AD(       ) 3
 BT1545
 BT1545.Superseded values are not recommended for survey control.
 BT1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1545.See file dsdata.txt to determine how the superseded data were derived.
 BT1545
 BT1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8152894081(NAD 83)
 BT1545_MARKER: 53 = ELEVATED TANK
 BT1545
 BT1545  HISTORY     - Date     Condition        Report By
 BT1545  HISTORY     - 1961     FIRST OBSERVED   CGS
 BT1545  HISTORY     - 1964     GOOD             CGS
 BT1545  HISTORY     - 1973     GOOD             NGS
 BT1545  HISTORY     - 19950915 GOOD             USPSQD
 BT1545
 BT1545                          STATION DESCRIPTION
 BT1545
 BT1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (ELH)
 BT1545'THE STATION IS LOCATED IN THE EASTERN SECTION OF THE ALBANY, U.S.
 BT1545'MARINE CORPS SUPPLY CENTER AND NEAR THE HOUSING AREA.
 BT1545'
 BT1545'IT IS A TEN-LEGGED STEEL STRUCTURE SUPPORTING A LARGE DOME SHAPED
 BT1545'TANK, THE LEGS ARE PAINTED ALTERNATELY AIR FORCE ORANGE AND WHITE,
 BT1545'THE BOTTOM OF THE TANK IS PAINTED AIR FORCE ORANGE AND THE UPPER
 BT1545'PART OF THE TANK IS SOLID WHITE.  THERE IS A STEADY RED LIGHT AT
 BT1545'THE TOP AND CENTER OF THE DOMED ROOF.  THE OVER-ALL HEIGHT OF THE
 BT1545'TANK IS 130.0 FEET.  THE STEADY RED LIGHT AT THE TOP AND CENTER OF
 BT1545'THE TANK WAS THE POINT INTERSECTED.
 BT1545
 BT1545                          STATION RECOVERY (1964)
 BT1545
 BT1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FLJ)
 BT1545'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BT1545
 BT1545                          STATION RECOVERY (1973)
 BT1545
 BT1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1545'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 BT1545'
 BT1545'NOTE--IT IS LISTED AS ALBANY U.S. MARINE SUPPLY CENTER E WATER
 BT1545'TANK.
 BT1545
 BT1545                          STATION RECOVERY (1995)
 BT1545
 BT1545'RECOVERY NOTE BY US POWER SQUADRON 1995
 BT1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1554 ***********************************************************************
 BT1554  DESIGNATION -  ALBANY USMC W TANK
 BT1554  PID         -  BT1554
 BT1554  STATE/COUNTY-  GA/DOUGHERTY
 BT1554  USGS QUAD   -  ALBANY EAST (1988)
 BT1554
 BT1554                         *CURRENT SURVEY CONTROL
 BT1554  ___________________________________________________________________
 BT1554* NAD 83(1994)-  31 32 59.92714(N)    084 05 14.77286(W)     ADJUSTED  
 BT1554* NAVD 88     -                                                        
 BT1554  ___________________________________________________________________
 BT1554  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BT1554  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1554
 BT1554  HORZ ORDER  -  THIRD
 BT1554
 BT1554.The horizontal coordinates were established by classical geodetic methods
 BT1554.and adjusted by the National Geodetic Survey in September 1997..
 BT1554
 BT1554
 BT1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1554
 BT1554.The geoid height was determined by GEOID03.
 BT1554
 BT1554;                    North         East     Units Scale Factor Converg.
 BT1554;SPC GA W     -   171,825.033   707,522.253   MT  0.99990070   +0 02 29.2
 BT1554;SPC GA W     -   563,729.30  2,321,262.59   sFT  0.99990070   +0 02 29.2
 BT1554;UTM  16      - 3,494,235.258   776,496.615   MT  1.00054303   +1 31 29.8
 BT1554
 BT1554                          SUPERSEDED SURVEY CONTROL
 BT1554
 BT1554  NAD 83(1986)-  31 32 59.93138(N)    084 05 14.77852(W) AD(       ) 4
 BT1554  NAD 27      -  31 32 59.30153(N)    084 05 15.11324(W) AD(       ) 3
 BT1554
 BT1554.Superseded values are not recommended for survey control.
 BT1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1554.See file dsdata.txt to determine how the superseded data were derived.
 BT1554
 BT1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7649794235(NAD 83)
 BT1554_MARKER: 53 = ELEVATED TANK
 BT1554
 BT1554  HISTORY     - Date     Condition        Report By
 BT1554  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1554  HISTORY     - 19950915 GOOD             USPSQD
 BT1554
 BT1554                          STATION DESCRIPTION
 BT1554
 BT1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1554'THE STATION, ALBANY UNITED STATES MARINE CORPS WEST TANK, IS
 BT1554'THE TOP CENTER OF AN ELEVATED WATER TANK THAT IS PAINTED RED AND
 BT1554'WHITE.  THE STRUCTURE IS SUPPORTED BY TEN ROUND LEGS AND HAS AN
 BT1554'OVERALL HEIGHT OF 180 FEET.  IT IS LOCATED AT THE WEST EDGE OF
 BT1554'THE ALBANY USMC SUPPLY CENTER IN EAST ALBANY AND IS LISTED AS
 BT1554'BUILDING NUMBER 1464.
 BT1554
 BT1554                          STATION RECOVERY (1995)
 BT1554
 BT1554'RECOVERY NOTE BY US POWER SQUADRON 1995
 BT1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1573 ***********************************************************************
 BT1573  DESIGNATION -  ALBANY W MUN TANK
 BT1573  PID         -  BT1573
 BT1573  STATE/COUNTY-  GA/DOUGHERTY
 BT1573  USGS QUAD   -  ALBANY WEST (1988)
 BT1573
 BT1573                         *CURRENT SURVEY CONTROL
 BT1573  ___________________________________________________________________
 BT1573* NAD 83(1994)-  31 34 57.75341(N)    084 11 54.36777(W)     ADJUSTED  
 BT1573* NAVD 88     -                                                        
 BT1573  ___________________________________________________________________
 BT1573  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BT1573  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BT1573
 BT1573  HORZ ORDER  -  THIRD
 BT1573
 BT1573.The horizontal coordinates were established by classical geodetic methods
 BT1573.and adjusted by the National Geodetic Survey in September 1997..
 BT1573
 BT1573
 BT1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1573
 BT1573.The geoid height was determined by GEOID03.
 BT1573
 BT1573;                    North         East     Units Scale Factor Converg.
 BT1573;SPC GA W     -   175,451.411   696,984.849   MT  0.99990011   -0 00 59.9
 BT1573;SPC GA W     -   575,626.84  2,286,691.13   sFT  0.99990011   -0 00 59.9
 BT1573;UTM  16      - 3,497,589.536   765,862.371   MT  1.00047187   +1 28 05.2
 BT1573
 BT1573                          SUPERSEDED SURVEY CONTROL
 BT1573
 BT1573  NAD 83(1986)-  31 34 57.75869(N)    084 11 54.37322(W) AD(       ) 4
 BT1573  NAD 27      -  31 34 57.13603(N)    084 11 54.69724(W) AD(       ) 3
 BT1573
 BT1573.Superseded values are not recommended for survey control.
 BT1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1573.See file dsdata.txt to determine how the superseded data were derived.
 BT1573
 BT1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6586297590(NAD 83)
 BT1573_MARKER: 53 = ELEVATED TANK
 BT1573
 BT1573  HISTORY     - Date     Condition        Report By
 BT1573  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1573
 BT1573                          STATION DESCRIPTION
 BT1573
 BT1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1573'THE STATION IS THE VENT AT THE TOP AND CENTER OF A WATER TANK
 BT1573'THAT HAS A DOME SHAPED TOP AND BOTTOM.  IT IS SUPPORTED BY TEN
 BT1573'TUBULAR STEEL LEGS AND IS APPROXIMATELY 150 FEET HIGH.  THE TANK
 BT1573'IS GREEN IN COLOR AND IS OWNED BY THE CITY OF ALBANY.
 BT1573'
 BT1573'STATION IS LOCATED IN THE WEST EDGE OF ALBANY, 1.2 MILES WEST
 BT1573'OF THE JUNCTION OF U.S. HIGHWAYS 19, 82 AND STATE HIGHWAY 234,
 BT1573'0.1 MILE NORTH OF STATE HIGHWAY 234 AND 145 FEET WEST OF THE
 BT1573'CENTER OF A GRADED ROAD.  THE COMPLETE NAME OF THE STATION IS
 BT1573'ALBANY WEST MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1392 ***********************************************************************
 BT1392  DESIGNATION -  ALBANY=C
 BT1392  PID         -  BT1392
 BT1392  STATE/COUNTY-  GA/DOUGHERTY
 BT1392  USGS QUAD   -  ALBANY WEST (1988)
 BT1392
 BT1392                         *CURRENT SURVEY CONTROL
 BT1392  ___________________________________________________________________
 BT1392* NAD 83(1994)-  31 34 34.49052(N)    084 07 45.85893(W)     ADJUSTED  
 BT1392* NAVD 88     -        63.061  (meters)     206.89   (feet)  ADJUSTED  
 BT1392  ___________________________________________________________________
 BT1392  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BT1392  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT1392  DYNAMIC HT  -          62.985 (meters)     206.64  (feet)  COMP
 BT1392  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BT1392
 BT1392  HORZ ORDER  -  FIRST
 BT1392  VERT ORDER  -  SECOND    CLASS 0
 BT1392
 BT1392.The horizontal coordinates were established by classical geodetic methods
 BT1392.and adjusted by the National Geodetic Survey in September 1997..
 BT1392
 BT1392.The orthometric height was determined by differential leveling
 BT1392.and adjusted by the National Geodetic Survey in June 1991..
 BT1392
 BT1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1392
 BT1392.The geoid height was determined by GEOID03.
 BT1392
 BT1392.The dynamic height is computed by dividing the NAVD 88
 BT1392.geopotential number by the normal gravity value computed on the
 BT1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1392.degrees latitude (g = 980.6199 gals.).
 BT1392
 BT1392.The modeled gravity was interpolated from observed gravity values.
 BT1392
 BT1392;                    North         East     Units Scale Factor Converg.
 BT1392;SPC GA W     -   174,735.153   703,536.691   MT  0.99990015   +0 01 10.2
 BT1392;SPC GA W     -   573,276.91  2,308,186.63   sFT  0.99990015   +0 01 10.2
 BT1392;UTM  16      - 3,497,042.948   772,434.470   MT  1.00051552   +1 30 14.6
 BT1392
 BT1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1392!SPC GA W     -   0.99999434  x   0.99990015  =   0.99989449
 BT1392!UTM  16      -   0.99999434  x   1.00051552  =   1.00050986
 BT1392
 BT1392|---------------------------------------------------------------------|
 BT1392| PID    Reference Object                     Distance      Geod. Az  |
 BT1392|                                                           dddmmss.s |
 BT1392| CY8004 ALBANY C RM                          21.120 METERS 09641     |
 BT1392| BT1557 ALBANY B 1917                       315.795 METERS 10144     |
 BT1392| BT1556 ALBANY D                            APPROX. 1.0 KM 2684744.9 |
 BT1392|---------------------------------------------------------------------|
 BT1392
 BT1392                          SUPERSEDED SURVEY CONTROL
 BT1392
 BT1392  NAD 83(1986)-  31 34 34.49610(N)    084 07 45.86600(W) AD(       ) 1
 BT1392  NAD 27      -  31 34 33.87000(N)    084 07 46.19300(W) AD(       ) 1
 BT1392  NGVD 29 (??/??/92)   63.23   (m)          207.4    (f) COMPUTED    2 0
 BT1392
 BT1392.Superseded values are not recommended for survey control.
 BT1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1392.See file dsdata.txt to determine how the superseded data were derived.
 BT1392
 BT1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7243497043(NAD 83)
 BT1392_MARKER: DS = TRIANGULATION STATION DISK
 BT1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1392
 BT1392  HISTORY     - Date     Condition        Report By
 BT1392  HISTORY     - 1917     MONUMENTED       CGS
 BT1392  HISTORY     - 1934     SEE DESCRIPTION  CGS
 BT1392
 BT1392                          STATION DESCRIPTION
 BT1392
 BT1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BT1392'AT THE CURVE AT NORTH END OF COAL CHUTE AT ALBANY, ON ATLANTIC
 BT1392'COAST LINE RAILWAY, 50 METERS (164 FEET) SOUTH FROM YARD OFFICE, ON
 BT1392'THE PROLONGATION OF NORTHWARD TANGENT TO CURVE OF EAST RAIL OF MAIN
 BT1392'TRACK AND ABOUT 50 METERS (164 FEET) FROM POINT OF TANGENCY, 2.42
 BT1392'METERS (7.9 FEET) EAST OF EAST RAIL.  REFERENCE MARK, A STANDARD
 BT1392'DISK SET IN AN IRREGULAR MASS OF CONCRETE,
 BT1392'IS 21.12 METERS (69.3 FEET) FROM STATION IN GRID
 BT1392'AZIMUTH 176 DEG 40 MIN.
 BT1392
 BT1392                          STATION RECOVERY (1934)
 BT1392
 BT1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BT1392'IN 1934 REPORTED MARKER FOR STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2662 ***********************************************************************
 DF2662  DESIGNATION -  ALCOVA 11 RESET USGS 1975
 DF2662  PID         -  DF2662
 DF2662  STATE/COUNTY-  GA/WALTON
 DF2662  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF2662
 DF2662                         *CURRENT SURVEY CONTROL
 DF2662  ___________________________________________________________________
 DF2662* NAD 83(1994)-  33 43 56.21473(N)    083 44 42.66605(W)     ADJUSTED  
 DF2662* NAVD 88     -       330.5    (meters)    1084.     (feet)  VERTCON   
 DF2662  ___________________________________________________________________
 DF2662  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DF2662  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DF2662
 DF2662  HORZ ORDER  -  SECOND
 DF2662
 DF2662.The horizontal coordinates were established by classical geodetic methods
 DF2662.and adjusted by the National Geodetic Survey in September 1997..
 DF2662.No horizontal observational check was made to the station.
 DF2662
 DF2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2662
 DF2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2662
 DF2662.The geoid height was determined by GEOID03.
 DF2662
 DF2662;                    North         East     Units Scale Factor Converg.
 DF2662;SPC GA W     -   413,891.146   739,056.452   MT  0.99991880   +0 14 02.6
 DF2662;SPC GA W     - 1,357,907.87  2,424,721.04   sFT  0.99991880   +0 14 02.6
 DF2662;UTM  17      - 3,735,857.695   245,657.997   MT  1.00039757   -1 31 30.9
 DF2662
 DF2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2662!SPC GA W     -   0.99995265  x   0.99991880  =   0.99987146
 DF2662!UTM  17      -   0.99995265  x   1.00039757  =   1.00035020
 DF2662
 DF2662                          SUPERSEDED SURVEY CONTROL
 DF2662
 DF2662  NAD 83(1986)-  33 43 56.22105(N)    083 44 42.66542(W) AD(       ) 2
 DF2662  NAD 27      -  33 43 55.80955(N)    083 44 43.03235(W) AD(       ) 2
 DF2662  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 DF2662
 DF2662.Superseded values are not recommended for survey control.
 DF2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2662.See file dsdata.txt to determine how the superseded data were derived.
 DF2662
 DF2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4565835858(NAD 83)
 DF2662_MARKER: DD = SURVEY DISK
 DF2662_SETTING: 80 = SET IN A BOULDER
 DF2662_SP_SET: PARTIALLY EXPOSED BOULDER
 DF2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2662+STABILITY: SURFACE MOTION
 DF2662
 DF2662  HISTORY     - Date     Condition        Report By
 DF2662  HISTORY     - 1975     MONUMENTED       NGS
 DF2662
 DF2662                          STATION DESCRIPTION
 DF2662
 DF2662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2662'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF SOCIAL
 DF2662'CIRCLE, 4.5 MILES SOUTH-SOUTHWEST OF MONROE, 3.5 MILES
 DF2662'EAST-NORTHEAST OF JERSEY, ON THE HIGHEST POINT OF ALCOVY MOUNTAIN
 DF2662'AND ON PROPERTY OWNED BY ALCOVY PROPERTY LIMITED.
 DF2662'
 DF2662'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 DF2662'MONROE, GO SOUTH ON STATE ROUTE 11 FOR 4.35 MILES TO A ROAD
 DF2662'RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON COUNTY ROAD 177 FOR 1.15
 DF2662'MILES TO A T-JUNCTION.  TURN RIGHT AND GO WESTERLY ON A PAVED ROAD
 DF2662'FOR 1.3 MILES TO A METAL GATE AT END OF THE PAVED ROAD.  PASS
 DF2662'THROUGH GATE AND GO WESTERLY AND SOUTHERLY ON THE MAIN ROAD FOR
 DF2662'0.8 MILE TO END OF ROAD AT TOP OF THE MOUNTAIN, A MICROWAVE
 DF2662'TOWER AND THE STATION ABOUT 75 YARDS TO THE SOUTH.
 DF2662'
 DF2662'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED ALCOVA
 DF2662'11.  RESET 1962, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 DF2662'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 15.5 FEET
 DF2662'NORTH-NORTHEAST OF A METAL WITNESS POST AND 11 FEET SOUTHEAST OF
 DF2662'AN 8-INCH OAK TREE.  NOTE--A TRAVERSE TIE WAS MADE TO
 DF2662'TRIANGULATION STATION JERSEY, SEE DESCRIPTION THEREOF, THE
 DF2662'DISTANCE IS--4.048 METERS OR 13.28 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4115 ***********************************************************************
 CK4115  DESIGNATION -  ALDERMAN 1935 AZ MK
 CK4115  PID         -  CK4115
 CK4115  STATE/COUNTY-  GA/BULLOCH
 CK4115  USGS QUAD   -  PULASKI (1978)
 CK4115
 CK4115                         *CURRENT SURVEY CONTROL
 CK4115  ___________________________________________________________________
 CK4115* NAD 83(1994)-  32 27 07.08510(N)    081 53 55.29829(W)     ADJUSTED  
 CK4115* NAVD 88     -        72.3    (meters)     237.     (feet)  VERTCON   
 CK4115  ___________________________________________________________________
 CK4115  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK4115  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK4115
 CK4115  HORZ ORDER  -  SECOND
 CK4115
 CK4115.The horizontal coordinates were established by classical geodetic methods
 CK4115.and adjusted by the National Geodetic Survey in September 1997..
 CK4115
 CK4115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4115
 CK4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4115
 CK4115.The geoid height was determined by GEOID03.
 CK4115
 CK4115;                    North         East     Units Scale Factor Converg.
 CK4115;SPC GA E     -   271,862.556   225,194.102   MT  0.99990782   +0 08 37.7
 CK4115;SPC GA E     -   891,935.74    738,824.32   sFT  0.99990782   +0 08 37.7
 CK4115;UTM  17      - 3,590,890.222   415,531.112   MT  0.99968798   -0 28 56.1
 CK4115
 CK4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4115!SPC GA E     -   0.99999332  x   0.99990782  =   0.99990114
 CK4115!UTM  17      -   0.99999332  x   0.99968798  =   0.99968130
 CK4115
 CK4115                          SUPERSEDED SURVEY CONTROL
 CK4115
 CK4115  NAD 83(1986)-  32 27 07.08480(N)    081 53 55.29601(W) AD(       ) 2
 CK4115  NAD 27      -  32 27 06.49214(N)    081 53 55.87356(W) AD(       ) 2
 CK4115  NGVD 29 (05/08/96)   72.5    (m)          238.     (f) VERT ANG       
 CK4115
 CK4115.Superseded values are not recommended for survey control.
 CK4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4115.See file dsdata.txt to determine how the superseded data were derived.
 CK4115
 CK4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1553190890(NAD 83)
 CK4115_MARKER: DR = REFERENCE MARK DISK
 CK4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4115+STABILITY: SURFACE MOTION
 CK4115
 CK4115  HISTORY     - Date     Condition        Report By
 CK4115  HISTORY     - 1979     MONUMENTED       NGS
 CK4115  HISTORY     - 19750701 GOOD             USGS
 CK4115  HISTORY     - 1982     GOOD             GADT
 CK4115
 CK4115                          STATION DESCRIPTION
 CK4115
 CK4115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CK4115'THE STATION IS LOCATED 10 MILES NORTHEAST OF METTER, 7 MILES WEST
 CK4115'OF STATESBORO, 6 MILES SOUTHEAST OF PORTAL, AND ON PROPERTY OWNED
 CK4115'BY JAMES M. BLITCH, ROUTE 4, STATESBORO, GEORGIA.  PHONE NUMBER
 CK4115'865-2225.  A TRAVERSE CONNCETION WAS MADE TO TRIANGULATION STATION
 CK4115'ALDERMAN 1935 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 CK4115'
 CK4115'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 CK4115'SQUARE IN STATESBORO, GO WEST ON WEST MAIN STREET FOR 0.3 MILE TO
 CK4115'A FORK.  KEEP RIGHT AND CONTINUE WEST ON WEST MAIN STREET FOR
 CK4115'5.55 MILES TO A CROSSROAD, JUST AFTER PASSING A SCHOOLHOUSE ON THE
 CK4115'RIGHT.  TURN LEFT AND GO SOUTHWEST ON THE DIRT ROAD FOR 1.2 MILES
 CK4115'TO A T-ROAD JUNCTION.  TURN RIGHT AND GO WESTERLY ON THE DIRT
 CK4115'ROAD, UPHILL, FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT, AN OLD
 CK4115'TWO STORY HOUSE ON THE LEFT AND TRIANGULATION STATION ALDERMAN
 CK4115'1935 IN THE PASTURE ON THE LEFT.  TURN RIGHT AND GO NORTH ON THE
 CK4115'DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CK4115'
 CK4115'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CK4115'STAMPED---ALDERMAN AZI 1935---,
 CK4115'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK4115'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4115'26 FEET WEST FROM THE CENTER OF THE DIRT ROAD,
 CK4115'19.6 FEET EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A BRICK
 CK4115'CHIMMEY ON THE SOUTH SIDE OF THE OLD ABANDONED HOUSE,
 CK4115'10 FEET WEST-SOUTHWEST FROM A LARGE TWIN-TRUNK CEDAR TREE,
 CK4115'1.5 FEET SOUTH FROM A WIRE FENCE AND
 CK4115'1.3 FEET EAST FROM A METAL WITNESS POST.  A METAL ROD WAS DRIVEN
 CK4115'IN THE GROUND NEXT TO THE MONUMENT.
 CK4115'
 CK4115'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CK4115'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CK4115'
 CK4115'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CK4115
 CK4115                          STATION RECOVERY (1975)
 CK4115
 CK4115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (RHM)
 CK4115'RECOVERED IN GOOD CONDITION.
 CK4115
 CK4115                          STATION RECOVERY (1982)
 CK4115
 CK4115'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4115'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED . A NEW
 CK4115'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUUT 8.55 KM (5.3 MI)
 CK4115'NORTHEAST OF PULASKI, 9.50 KM (5.9 MI) NORTH OF REGISTER, AND 10.95 KM
 CK4115'(6.8 MI) WEST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK4115'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S.
 CK4115'HIGHWAY 25 IN STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 FOR 0.7 KM
 CK4115'(0.45 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 90724 (MAIN ST) TO THE
 CK4115'RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 90724 FOR 0.5 KM (0.3
 CK4115'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 142 (JOHNSON ST) FORKING TO
 CK4115'THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 90724 FOR 4.85 KM (3
 CK4115'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 103 TO THE RIGHT.  CONTINUE
 CK4115'GOING WEST ALONG COUNTY ROAD 90724 FOR 4.2 KM (2.6 MI) TO THE JUNCTION
 CK4115'OF DIRT COUNTY ROAD 127 CROSSING.  TURN LEFT GOING SOUTHWEST ALONG
 CK4115'COUNTY ROAD 127 FOR 2 KM (1.25 MI) TO ITS TERMINATION AT THE JUNCTION
 CK4115'OF DIRT COUNTY ROAD 137 CROSSING.  TURN RIGHT GOING NORTHWEST ALONG
 CK4115'COUNTY ROAD 137 FOR 0.3 KM (0.2 MI) TO ITS TERMINATION AT THE JUNCTION
 CK4115'OF DIRT COUNTY ROAD 135 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY
 CK4115'ROAD 135 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 CK4115'STAMPED---ALDERMAN AZI 1935---, SET INTO THE TOP OF A ROUND CONCRETE
 CK4115'MONUMENT 30.5 CM IN DIAMETER PROJECTING 20 CM ABOVE THE GROUND.  IT IS
 CK4115'LOCATED 7.46 METERS (24.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK4115'THE ROAD, 7.31 METERS 24.00 FT) NORTH-NORTHWEST FROM THE END FENCE
 CK4115'POST OF A FENCE, 36.11 METERS (118.5 FT) NORTH-NORTHEAST FROM A POWER
 CK4115'POLE WHICH IS LOCATED 35.8 FT WEST-NORTHWES FROM THE CENTERLINE OF THE
 CK4115'ROAD, AND 0.3 METER (1 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK4115'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK4115'GEORGIA 1976.  REVISED AUGUST 1976.
 CK4115'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4114 ***********************************************************************
 CK4114  DESIGNATION -  ALDERMAN RESET
 CK4114  PID         -  CK4114
 CK4114  STATE/COUNTY-  GA/BULLOCH
 CK4114  USGS QUAD   -  PULASKI (1978)
 CK4114
 CK4114                         *CURRENT SURVEY CONTROL
 CK4114  ___________________________________________________________________
 CK4114* NAD 83(1994)-  32 26 46.54161(N)    081 53 55.90625(W)     ADJUSTED  
 CK4114* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 CK4114  ___________________________________________________________________
 CK4114  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CK4114  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK4114
 CK4114  HORZ ORDER  -  FIRST
 CK4114
 CK4114.The horizontal coordinates were established by classical geodetic methods
 CK4114.and adjusted by the National Geodetic Survey in September 1997..
 CK4114
 CK4114.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4114
 CK4114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4114
 CK4114.The geoid height was determined by GEOID03.
 CK4114
 CK4114;                    North         East     Units Scale Factor Converg.
 CK4114;SPC GA E     -   271,229.753   225,179.811   MT  0.99990782   +0 08 37.2
 CK4114;SPC GA E     -   889,859.61    738,777.43   sFT  0.99990782   +0 08 37.2
 CK4114;UTM  17      - 3,590,257.752   415,509.913   MT  0.99968803   -0 28 56.2
 CK4114
 CK4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4114!SPC GA E     -   0.99999254  x   0.99990782  =   0.99990036
 CK4114!UTM  17      -   0.99999254  x   0.99968803  =   0.99968057
 CK4114
 CK4114:                Primary Azimuth Mark                     Grid Az
 CK4114:SPC GA E     -  ALDERMAN 1935 AZ MK                      001 17 37.4
 CK4114:UTM  17      -  ALDERMAN 1935 AZ MK                      001 55 10.8
 CK4114
 CK4114|---------------------------------------------------------------------|
 CK4114| PID    Reference Object                     Distance      Geod. Az  |
 CK4114|                                                           dddmmss.s |
 CK4114| CK4115 ALDERMAN 1935 AZ MK                 APPROX. 0.6 KM 0012614.6 |
 CK4114| CK4118 ALDERMAN 1935 AZ MK TPT               7.737 METERS 00129     |
 CK4114| CK4448 ALDERMAN RM 3                        22.961 METERS 05942     |
 CK4114| CK4095 STATESBORO MUN TANK                 APPROX.11.0 KM 0871227.5 |
 CK4114| CK4099 STATESBORO CTHSE TWR                APPROX.10.9 KM 0881217.8 |
 CK4114| CK4447 ALDERMAN RM 2                        27.953 METERS 29408     |
 CK4114| CK4163 PORTAL S MUN TANK                   APPROX.10.5 KM 3424044.7 |
 CK4114| CK4162 PORTAL N MUN TANK                   APPROX.10.5 KM 3425023.4 |
 CK4114| CK4446 ALDERMAN RM 1                        30.857 METERS 35543     |
 CK4114|---------------------------------------------------------------------|
 CK4114
 CK4114                          SUPERSEDED SURVEY CONTROL
 CK4114
 CK4114  NAD 83(1986)-  32 26 46.54144(N)    081 53 55.90380(W) AD(       ) 1
 CK4114  NAD 27      -  32 26 45.94825(N)    081 53 56.48124(W) AD(       ) 1
 CK4114  NGVD 29 (05/08/96)   77.5    (m)          254.     (f) VERT ANG       
 CK4114
 CK4114.Superseded values are not recommended for survey control.
 CK4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4114.See file dsdata.txt to determine how the superseded data were derived.
 CK4114
 CK4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1551090258(NAD 83)
 CK4114_MARKER: DS = TRIANGULATION STATION DISK
 CK4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4114_STAMPING: ALDERMAN 1935 1976
 CK4114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4114
 CK4114  HISTORY     - Date     Condition        Report By
 CK4114  HISTORY     - 1976     MONUMENTED       NGS
 CK4114  HISTORY     - 1979     GOOD             NGS
 CK4114  HISTORY     - 1982     GOOD             GADT
 CK4114
 CK4114                          STATION DESCRIPTION
 CK4114
 CK4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CK4114'THE STATION UNDERGROUND MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE
 CK4114'RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 CK4114'AND REFERENCE MARK 2 WERE FOUND DESTROYED.  A NEW SURFACE STATION
 CK4114'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARK 3
 CK4114'WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO
 CK4114'REFERENCE MARK 1 CHECKED THE ORIGINAL DESCRIPTION.  DUE TO
 CK4114'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4114'
 CK4114'STATION IS ABOUT 7 MILES WEST OF STATESBORO, ON TOP OF HIGHEST HILL
 CK4114'IN THE AREA AT A Y ROAD JUNCTION AND ON PROPERTY OF MR. HENRY
 CK4114'BLITCH, 209 GROOVER STREET, STATESBORO, GEORGIA.  (912) 764 2919.
 CK4114'
 CK4114'TO REACH FROM THE COURT HOUSE ON STATESBORO, GO WEST ON WEST MAIN
 CK4114'STREET FOR 0.3 MILE TO FORK.  BEAR RIGHT KEEPING ON WEST MAIN STREET
 CK4114'AND GO WEST ON SURFACED ROAD FOR 5.55 MILES TO CROSSROAD AT
 CK4114'WESTSIDE SCHOOL.  TURN LEFT AND GO SOUTHWEST FOR 1.2 MILE TO A Y
 CK4114'ROAD JUNCTION.  TURN RIGHT AND FOLLOW ROAD UP HILL WESTERLY
 CK4114'FOR 0.3 MILE TO Y ROAD JUNCTION ON RIGHT, HOUSE ON LEFT AND STATION.
 CK4114'
 CK4114'STATION MARK, A STANDARD DISK STAMPED ALDERMAN 1935 1976, IS SET
 CK4114'IN THE TOP OF AN 18-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CK4114'3-INCHES BELOW THE GROUND SURFACE.  IT IS 67 FEET NORTH OF THE
 CK4114'CENTER OF A 50-INCH TWIN TRUNK TREE, 58 FEET SOUTH-SOUTHWEST OF
 CK4114'THE CENTER OF THE SOUTH ONE OF TWO CEDAR TREES, 53.5 FEET SOUTHEAST
 CK4114'OF THE CENTER OF BRICK CHIMNEY ON SOUTH SIDE OF HOUSE, 41 FEET
 CK4114'EAST OF POLE WITH SECURITY LIGHT AND 8 FEET EAST OF CENTER OF
 CK4114'A PROJECTED CENTER LINE OF DIRT ROAD TO NORTH.  THE UNDERGROUND
 CK4114'MARK IS STAMPED ALDERMAN 1935, IS SET IN AN IRREGULAR MASS OF
 CK4114'CONCRETE 30-INCHES BELOW THE GROUND.
 CK4114'
 CK4114'REFERENCE MARK 1, A STANDARD DISK STAMPED ALDERMAN NO 1 1935, IS
 CK4114'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 CK4114'INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF ROAD, 24 FEET
 CK4114'NORTHEAST OF THE CENTER OF CHIMNEY ON NORTH SIDE OF HOUSE, 12.5 FEET
 CK4114'EAST-SOUTHEAST OF A 50-INCH CEDAR TREE ON NORTH SIDE OF
 CK4114'HOUSE IN THE APPROXIMATE CENTER OF A PROJECTED CENTERLINE OF THE
 CK4114'DIRT ROAD NORTH.
 CK4114'
 CK4114'REFERENCE MARK 3, A STANDARD DISK STAMPED ALDERMAN 1935 NO 3 1976,
 CK4114'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CK4114'FLUSH.  IT IS 58.5 FEET SOUTHWEST OF A 30-INCH WALNUT TREE, 39 FEET
 CK4114'SOUTHWEST OF THE CENTER OF ROAD, 53 FEET EAST-SOUTHEAST OF THE
 CK4114'SOUTH ONE OF TWO CEDAR TREES AND 1 FOOT SOUTH OF A METAL WITNESS
 CK4114'POST AND FENCE.
 CK4114'
 CK4114'AZIMUTH MARK, A STANDARD DISK STAMPED ALDERMAN AZI 1935, IS SET
 CK4114'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 8
 CK4114'INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER OF
 CK4114'DIRT ROAD, 19.6 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK4114'BRICK CHIMNEY ON THE SOUTH SIDE OF AN ABANDONED HOUSE, 10 FEET
 CK4114'WEST-SOUTHWEST OF A TWIN TRUNK CEDAR TREE, 1.5 FEET SOUTH
 CK4114'OF A WIRE FENCE AND 1.3 FEET EAST OF A METAL WITNESS POST.
 CK4114'
 CK4114'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON GRADED DIRT ROAD
 CK4114'FOR 0.4 MILE TO THE ABANDONED HOUSE ON LEFT AND MARK IN HEDGE ROW.
 CK4114'
 CK4114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 CK4114'OF REGISTER.
 CK4114'
 CK4114'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CK4114
 CK4114                          STATION RECOVERY (1979)
 CK4114
 CK4114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CK4114'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH
 CK4114'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 CK4114'AND THE AZIMUTH MARK WERE FOUND TO BE CHIPPED, ALTHOUGH
 CK4114'STILL SOLID IN THE GROUND.  THE DISTANCE AND DIRECTION TO
 CK4114'THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1976 DATA.
 CK4114'HOWEVER, THE DISTANCE TO REFERENCE MARKS 1 AND 3 WERE
 CK4114'FOUND TO BE REVERSED IN THE 1976 DATA.  A NEW DESCRIPTION
 CK4114'FOLLOWS.
 CK4114'THE STATION IS LOCATED 10 MILES NORTHEAST OF METTER, 7 MILES
 CK4114'WEST OF STATESBORO, 6-1/2 MILES SOUTHEAST OF PORTAL AND ON
 CK4114'PROPERTY OWNED BY MR. JAMES M. BLITCH, ROUTE 4, STATESBORO,
 CK4114'GEORGIA.  PHONE NUMBER 865-2225.
 CK4114'
 CK4114'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 CK4114'COURTHOUSE SQUARE IN STATESBORO, GO WEST ON WEST MAIN
 CK4114'STREET FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 CK4114'CONTINUE WEST ON WEST MAIN STREET FOR 5.55 MILES TO A
 CK4114'CROSSROAD, JUST AFTER PASSING A SCHOOLHOUSE ON THE RIGHT.
 CK4114'TURN LEFT AND GO SOUTHWEST ON THE DIRT ROAD FOR 1.2 MILES
 CK4114'TO A T-ROAD JUNCTION.  TURN RIGHT AND GO WESTERLY ON THE
 CK4114'DIRT ROAD UPHILL FOR 0.25 MILE TO A SIDE ROAD ON THE
 CK4114'RIGHT, AN OLD TWO STORY HOUSE ON THE LEFT AND THE
 CK4114'STATION SITE ON THE LEFT IN THE PASTURE JUST
 CK4114'SOUTH OF THE OLD HOUSE.
 CK4114'
 CK4114'THE STATION IS A STANDARD NGS DISK
 CK4114'STAMPED---ALDERMAN 1935 1976---,
 CK4114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 46 CM IN DIAMETER
 CK4114'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 CK4114'67.0 FEET NORTH FROM A 50-INCH TWIN-TRUNK TREE AND
 CK4114'58.0 FEET SOUTH-SOUTHWEST FROM THE SOUTH ONE OF TWO CEDAR
 CK4114'TREES AND
 CK4114'53.5 FEET SOUTHEAST FROM THE CENTER OF THE BRICK CHIMNEY ON THE
 CK4114'SOUTH SIDE OF THE OLD HOUSE AND
 CK4114'41.0 FEET EAST FROM A UTILITY POLE WITH A LIGHT ATTACHED AND
 CK4114'22.7 FEET SOUTH FROM A METAL WITNESS POST.
 CK4114'THE UNDERGROUND MARK IS AS STATED IN THE 1935 DATA.
 CK4114'A METAL ROD WAS DRIVEN IN THE GROUND NEXT TO THE MONUMENT.
 CK4114'
 CK4114'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CK4114'STAMPED---ALDERMAN NO 1 1935---,
 CK4114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK4114'PROJECTING 0.4 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4114'28.0 FEET SOUTH FROM THE CENTER OF THE DIRT ROAD AND
 CK4114'24.0 FEET NORTHEAST FROM THE CENTER OF THE BRICK CHIMNEY ON THE
 CK4114'NORTH SIDE OF THE OLD HOUSE AND
 CK4114'12.5 FEET EAST-SOUTHEAST FROM A 50-INCH CEDAR TREE.
 CK4114'MARK IS BELOW STATION 0.60 METERS.
 CK4114'
 CK4114'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CK4114'STAMPED---ALDERMAN 1935 NO 3 1976---,
 CK4114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK4114'FLUSH WITH GROUND.  IT IS LOCATED
 CK4114'58.5 FEET SOUTHWEST FROM A 30-INCH WALNUT TREE AND
 CK4114'53.0 FEET EAST-SOUTHEAST FROM THE SOUTH ONE OF THE TWO CEDAR
 CK4114'TREES AND
 CK4114'39.0 FEET SOUTHWEST FROM THE CENTER OF THE DIRT ROAD.
 CK4114'MARK IS LEVEL WITH STATION.
 CK4114'
 CK4114'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS REFERENCE MARK DISK
 CK4114'STAMPED---ALDERMAN AZI 1935---,
 CK4114'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK4114'PROJECTING 0.2 M ABOVE THE GROUND.  IT IS LOCATED
 CK4114'26.0 FEET WEST FROM THE CENTER OF THE DIRT ROAD,
 CK4114'19.6 FEET EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 CK4114'BRICK CHIMNEY ON THE SOUTH SIDE OF AN OLD ABANDONED HOUSE,
 CK4114'10.0 FEET WEST-SOUTHWEST FROM A LARGE TWIN-TRUNKED CEDAR
 CK4114'TREE, 1.5 FEET SOUTH FROM A WIRE FENCE AND
 CK4114'1.3 FEET EAST FROM A METAL WITNESS POST.  A METAL ROD WAS
 CK4114'DRIVEN IN THE GROUND NEXT TO THE MONUMENT.
 CK4114'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON THE DIRT
 CK4114'ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CK4114'
 CK4114'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 CK4114
 CK4114                          STATION RECOVERY (1982)
 CK4114
 CK4114'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4114'THE STATION MARK , REFERENCE MARK 1, AND REFERENCE MARK 3 WERE FOUND
 CK4114'IN GOOD CONDITION AS DESCRIBED IN 1976.  THE AZIMUTH MARK WAS FOUND IN
 CK4114'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS. THE STATION IS
 CK4114'LOCATED ABOUT 8.4 KM (5.2 MI) NORTHEAST OF PULASKI, 9.25 KM (5.75 MI)
 CK4114'NORTH OF REGISTER, AND 11 KM (6.95 MI) WEST OF STATESBORO.
 CK4114'OWNERSHIP--STEVE ALDERMAN.
 CK4114'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CK4114'U.S. HIGHWAY 25 IN STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 FOR 0.7
 CK4114'KM (0.45 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 90724 (MAIN ST) TO
 CK4114'THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 90724 FOR 0.5 KM
 CK4114'(0.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 142 (JOHNSON ST) FORKING
 CK4114'TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 90724 FOR 4.85 KM
 CK4114'(3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 103 TO THE RIGHT.
 CK4114'CONTINUE GOING WEST ALONG COUNTY ROAD 90724 FOR 4.2 KM (2.6 MI) TO THE
 CK4114'JUNCTION OF DIRT COUNTY ROAD 127 CROSSING.  TURN LEFT GOING SOUTHWEST
 CK4114'ALONG COUNTY ROAD 127 FOR 2 KM (1.25 MI) TO ITS TERMINATION AT THE
 CK4114'JUNCTION OF DIRT COUNTY ROAD 137 CROSSING.  TURN RIGHT GOING NORTHWEST
 CK4114'ALONG COUNTY ROAD 137 FOR 0.3 KM (0.2 MI) TO ITS TERMINATION AT THE
 CK4114'JUNCTION OF DIRT COUNTY ROAD 135 CROSSING AND THE STATION ON THE LEFT.
 CK4114'THE STATION IS A STANDARD CGS DISK STAMPED---ALDERMAN 1935---, SET
 CK4114'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 CK4114'WITH GROUND.  IT IS LOCATED 27.79 METERS (91.20 FT) WEST FROM A POWER
 CK4114'POLE WITH A TRANSFORMER WHICH IS 91 FT SOUTH-SOUTHEAST FROM THE
 CK4114'CENTERLINE OF COUNTY ROAD 137, 12.58 METERS (41.30 FT) EAST FROM A
 CK4114'UTILITY LIGHT POLE WHICH IS 90 FT SOUTHEAST FROM COUNTY ROAD 135,
 CK4114'21.09 METERS (69.20 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF AN OLD
 CK4114'FRAME HOUSE, CORNER OF THE OLD WOOD FRAME HOUSE, AND 7.25 METERS
 CK4114'(23.80 FT) SOUTH-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK
 CK4114'IS A STANDARD CGS DISK STAMPED---ALDERMAN 1935---, SET INTO AN
 CK4114'IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CK4114'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED---ALDERMAN NO
 CK4114'1 1935---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK4114'DIAMETER PROJECTING 5.0 CM ABOVE THE GROUND.  IT IS LOCATED 15.57
 CK4114'METERS (51.10 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 135,
 CK4114'15.39 METERS (50.50 FT) NORTH-NORTHWEST FROM A 37 INCH CEDAR TREE
 CK4114'WHICH IS 100.6 FT SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 135,
 CK4114'5.54 METERS (18.20 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE OLD
 CK4114'WOOD FRAME HOUSE, AND 17.06 METERS (56.00 FT) NORTH FROM THE SOUTHEAST
 CK4114'CORNER OF THE HOUSE. MARK IS LEVEL WITH STATION.
 CK4114'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK STAMPED---ALDERMAN
 CK4114'1935 NO 3 1976---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 CK4114'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.94 METERS (19.50
 CK4114'FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 137, 9.08
 CK4114'METERS (29.80 FT) NORTHWEST FROM THE SOUTH POST AND LOCKING POST OF A
 CK4114'GATE ON A FENCE RUNNING NORTH TO SOUTH, 22.92 METERS (75.20 FT)
 CK4114'NORTH-NORTHWEST FROM THE POWER POLE WITH A TRANSFORMER WHICH IS 91 FT
 CK4114'SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 137, 26.39 METERS
 CK4114'(86.60 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF THE WOOD FRAME
 CK4114'HOUSE, AND 0.24 METER (0.80 FT) SOUTH-SOUTHEST FROM A WITNESS POST.
 CK4114'MARK IS LEVEL WITH STATION.
 CK4114'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED---ALDERMAN AZI
 CK4114'1935---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK4114'DIAMETER PROJECTING 0.2 CM ABOVE THE GROUND.  IT IS LOCATED 7.46
 CK4114'METERS (24.50 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE ROAD, 7.31
 CK4114'METERS (24.00 FT) NORTH-NORTHWEST FROM THE END FENCE POST OF A FENCE,
 CK4114'36.11 METERS (118.5 FT) NORTH-NORTHEAST FROM A POWER POLE WHICH IS
 CK4114'LOCATED 35.8 FT WEST-NORTHWEST FROM THE CENTERLINE OF THE ROAD, AND
 CK4114'0.3 METER (1 FT) SOUTH-SOUTHEST FROM A WITNESS POST. TO REACH AZIMUTH
 CK4114'MARK FROM THE STATION PROCEED NORTH ALONG COUNTY ROAD 135 FOR 0.65 KM
 CK4114'(0.4 MI) TO THE MARK ON THE LEFT.
 CK4114'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK4114'GEORGIA 1976.  REVISED AUGUST 1976.
 CK4114'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1784 ***********************************************************************
 EE1784  DESIGNATION -  ALLATOONA DAM USE MICROWAVE
 EE1784  PID         -  EE1784
 EE1784  STATE/COUNTY-  GA/BARTOW
 EE1784  USGS QUAD   -  ALLATOONA DAM (1985)
 EE1784
 EE1784                         *CURRENT SURVEY CONTROL
 EE1784  ___________________________________________________________________
 EE1784* NAD 83(1994)-  34 09 32.27936(N)    084 43 43.42059(W)     ADJUSTED  
 EE1784* NAVD 88     -                                                        
 EE1784  ___________________________________________________________________
 EE1784  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EE1784  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE1784
 EE1784  HORZ ORDER  -  THIRD
 EE1784
 EE1784.The horizontal coordinates were established by classical geodetic methods
 EE1784.and adjusted by the National Geodetic Survey in September 1997..
 EE1784
 EE1784
 EE1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1784
 EE1784.The geoid height was determined by GEOID03.
 EE1784
 EE1784;                    North         East     Units Scale Factor Converg.
 EE1784;SPC GA W     -   461,277.826   648,175.890   MT  0.99993310   -0 18 56.2
 EE1784;SPC GA W     - 1,513,375.67  2,126,557.07   sFT  0.99993310   -0 18 56.2
 EE1784;UTM  16      - 3,782,112.987   709,375.953   MT  1.00014042   +1 16 32.7
 EE1784
 EE1784                          SUPERSEDED SURVEY CONTROL
 EE1784
 EE1784  NAD 83(1994)-  34 09 32.28439(N)    084 43 43.42220(W) AD(       ) 4
 EE1784  NAD 83(1986)-  34 09 32.28497(N)    084 43 43.42115(W) AD(       ) 4
 EE1784  NAD 27      -  34 09 31.93607(N)    084 43 43.65078(W) AD(       ) 3
 EE1784
 EE1784.Superseded values are not recommended for survey control.
 EE1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1784.See file dsdata.txt to determine how the superseded data were derived.
 EE1784
 EE1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0937682113(NAD 83)
 EE1784_MARKER: 44 = MICROWAVE MAST
 EE1784
 EE1784  HISTORY     - Date     Condition        Report By
 EE1784  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1784
 EE1784                          STATION DESCRIPTION
 EE1784
 EE1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1784'THE STATION IS THE TOP AND CENTER OF A TRUSS-WORK STEEL, GUYED,
 EE1784'MAST, WITH TWO LARGE ROUND DISH SHAPED ANTENNAS ON TOP.  IT IS
 EE1784'PAINTED GRAY IN COLOR AND IS 60 FEET HIGH.  THE MAST IS OWNED BY
 EE1784'U.S. CORPS OF ENGINEERS.
 EE1784'
 EE1784'THE MICROWAVE IS LOCATED 0.35 MILE SOUTH OF THE CENTER OF
 EE1784'ALLATOONA DAM, ON TOP OF VINEYARD MOUNTAIN, 6 FEET NORTH OF NORTH
 EE1784'SIDE OF SMALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1626 ***********************************************************************
 CL1626  DESIGNATION -  ALLEN
 CL1626  PID         -  CL1626
 CL1626  STATE/COUNTY-  GA/BIBB
 CL1626  USGS QUAD   -  MACON NW (1985)
 CL1626
 CL1626                         *CURRENT SURVEY CONTROL
 CL1626  ___________________________________________________________________
 CL1626* NAD 83(1994)-  32 53 16.63306(N)    083 43 49.14587(W)     ADJUSTED  
 CL1626* NAVD 88     -       134.089  (meters)     439.92   (feet)  POSTED    
 CL1626  ___________________________________________________________________
 CL1626  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CL1626  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CL1626  DYNAMIC HT  -         133.940 (meters)     439.43  (feet)  COMP
 CL1626  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 CL1626
 CL1626  HORZ ORDER  -  SECOND
 CL1626  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1626
 CL1626.The horizontal coordinates were established by classical geodetic methods
 CL1626.and adjusted by the National Geodetic Survey in September 1997..
 CL1626
 CL1626.The orthometric height was determined by differential leveling
 CL1626.and adjusted by the National Geodetic Survey in 1992..
 CL1626.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1626.rate of 1.1 thru 2.0 mm/km.
 CL1626
 CL1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1626
 CL1626.The geoid height was determined by GEOID03.
 CL1626
 CL1626.The dynamic height is computed by dividing the NAVD 88
 CL1626.geopotential number by the normal gravity value computed on the
 CL1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1626.degrees latitude (g = 980.6199 gals.).
 CL1626
 CL1626.The modeled gravity was interpolated from observed gravity values.
 CL1626
 CL1626;                    North         East     Units Scale Factor Converg.
 CL1626;SPC GA W     -   320,260.709   740,825.703   MT  0.99992054   +0 14 13.0
 CL1626;SPC GA W     - 1,050,722.01  2,430,525.66   sFT  0.99992054   +0 14 13.0
 CL1626;UTM  17      - 3,642,171.626   244,583.178   MT  1.00040448   -1 29 00.1
 CL1626
 CL1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1626!SPC GA W     -   0.99998319  x   0.99992054  =   0.99990373
 CL1626!UTM  17      -   0.99998319  x   1.00040448  =   1.00038766
 CL1626
 CL1626|---------------------------------------------------------------------|
 CL1626| PID    Reference Object                     Distance      Geod. Az  |
 CL1626|                                                           dddmmss.s |
 CL1626| CY7779 ALLEN RM                              9.585 METERS 04614     |
 CL1626| CL1625 CHILE                               APPROX. 1.0 KM 1434905.3 |
 CL1626|---------------------------------------------------------------------|
 CL1626
 CL1626                          SUPERSEDED SURVEY CONTROL
 CL1626
 CL1626  NAD 83(1986)-  32 53 16.63650(N)    083 43 49.14450(W) AD(       ) 2
 CL1626  NAD 27      -  32 53 16.10600(N)    083 43 49.49900(W) AD(       ) 2
 CL1626
 CL1626.Superseded values are not recommended for survey control.
 CL1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1626.See file dsdata.txt to determine how the superseded data were derived.
 CL1626
 CL1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4458342172(NAD 83)
 CL1626_MARKER: DS = TRIANGULATION STATION DISK
 CL1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1626
 CL1626  HISTORY     - Date     Condition        Report By
 CL1626  HISTORY     - 1917     MONUMENTED       CGS
 CL1626  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CL1626  HISTORY     - 1955     SEE DESCRIPTION  USGS
 CL1626
 CL1626                          STATION DESCRIPTION
 CL1626
 CL1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (GDC)
 CL1626'ABOUT 8-1/2 MILES WEST OF THIRD STREET, MACON, 20-1/2 RAILS
 CL1626'WEST OF MILEPOST A-94, AT INTERSECTION OF FORWARD TANGENT
 CL1626'OF RIGHT RAIL AND BACK TANGENT OF LEFT RAIL, 7.245 METERS
 CL1626'(23.77 FEET) TO RIGHT OF RAIL.  REFERENCE MARK, A STANDARD
 CL1626'DISK SET IN A SQUARE CONCRETE MONUMENT,
 CL1626'IS 9.585 METERS (31.45 FEET) FROM STATION IN GRID
 CL1626'AZIMUTH 225 DEG 59 MIN.
 CL1626
 CL1626                          STATION RECOVERY (1954)
 CL1626
 CL1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1626'THE SURFACE MARK WAS FOUND UPROOTED AND LYING ON THE TOP OF THE
 CL1626'GROUND.  THE DISK WAS RECLAIMED.  THE SUBSURFACE MARK WAS DUG
 CL1626'FOR AT THE INTERSECTION OF THE BACKWARD TANGENT OF THE LEFT
 CL1626'RAIL AND THE FORWARD TANGENT OF THE RIGHT RAIL WITHOUT RESULTS.
 CL1626'THE REFERENCE MARK WAS DESTROYED BY A BULLDOZER.  THE MARK
 CL1626'WAS NOT FOUND.
 CL1626'
 CL1626'THIS IS A TRAVERSE STATION.
 CL1626
 CL1626                          STATION RECOVERY (1955)
 CL1626
 CL1626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CL1626'BROKEN PIECES OF CONCRETE FROM THE MONUMENT WERE FOUND AND THE
 CL1626'IMPRESSION OF THE CAP WAS VISIBLE.  ALTHOUGH IDENTIFICATION
 CL1626'IS NOT POSITIVE. IT IS ALMOST CERTAIN THAT THE ABOVE MARK
 CL1626'IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1362 ***********************************************************************
 BS1362  DESIGNATION -  ALLEN
 BS1362  PID         -  BS1362
 BS1362  STATE/COUNTY-  GA/LANIER
 BS1362  USGS QUAD   -  LAKELAND (1968)
 BS1362
 BS1362                         *CURRENT SURVEY CONTROL
 BS1362  ___________________________________________________________________
 BS1362* NAD 83(1994)-  31 00 02.65386(N)    083 05 49.57876(W)     ADJUSTED  
 BS1362* NAVD 88     -        63.59   (+/-2cm)     208.6    (feet)  VERTCON   
 BS1362  ___________________________________________________________________
 BS1362  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BS1362  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BS1362
 BS1362  HORZ ORDER  -  FIRST
 BS1362  VERT ORDER  -  THIRD ? (See Below)
 BS1362
 BS1362.The horizontal coordinates were established by classical geodetic methods
 BS1362.and adjusted by the National Geodetic Survey in September 1997..
 BS1362
 BS1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1362.The vertical order pertains to the NGVD 29 superseded value.
 BS1362
 BS1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1362
 BS1362.The geoid height was determined by GEOID03.
 BS1362
 BS1362;                    North         East     Units Scale Factor Converg.
 BS1362;SPC GA E     -   111,303.166   111,146.875   MT  0.99999735   -0 28 45.3
 BS1362;SPC GA E     -   365,167.14    364,654.37   sFT  0.99999735   -0 28 45.3
 BS1362;SPC GA W     -   111,422.614   802,139.484   MT  1.00002865   +0 33 03.3
 BS1362;SPC GA W     -   365,559.03  2,631,685.96   sFT  1.00002865   +0 33 03.3
 BS1362;UTM  17      - 3,431,571.402   299,778.022   MT  1.00009452   -1 04 49.7
 BS1362
 BS1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1362!SPC GA E     -   0.99999437  x   0.99999735  =   0.99999172
 BS1362!SPC GA W     -   0.99999437  x   1.00002865  =   1.00002302
 BS1362!UTM  17      -   0.99999437  x   1.00009452  =   1.00008889
 BS1362
 BS1362|---------------------------------------------------------------------|
 BS1362| PID    Reference Object                     Distance      Geod. Az  |
 BS1362|                                                           dddmmss.s |
 BS1362| CW3269 ALLEN RM 3                           18.146 METERS 08235     |
 BS1362| CW3267 ALLEN RM 1                           18.041 METERS 08346     |
 BS1362| BS1363 ALLEN 1935 AZ MK                    336.246 METERS 08955     |
 BS1362| CW3270 ALLEN RM 4                           15.528 METERS 17215     |
 BS1362| CW3268 ALLEN RM 2                           22.951 METERS 34613     |
 BS1362|---------------------------------------------------------------------|
 BS1362
 BS1362                          SUPERSEDED SURVEY CONTROL
 BS1362
 BS1362  NAD 83(1986)-  31 00 02.67157(N)    083 05 49.58442(W) AD(       ) 1
 BS1362  NAD 27      -  31 00 01.92900(N)    083 05 50.05500(W) AD(       ) 1
 BS1362  NGVD 29 (07/19/86)   63.81   (m)          209.3    (f) LEVELING    3  
 BS1362
 BS1362.Superseded values are not recommended for survey control.
 BS1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1362.See file dsdata.txt to determine how the superseded data were derived.
 BS1362
 BS1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ9977831571(NAD 83)
 BS1362_MARKER: DS = TRIANGULATION STATION DISK
 BS1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1362
 BS1362  HISTORY     - Date     Condition        Report By
 BS1362  HISTORY     - 1935     MONUMENTED       CGS
 BS1362  HISTORY     - 1943     GOOD             CGS
 BS1362  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BS1362  HISTORY     - 1978     GOOD             NGS
 BS1362
 BS1362                          STATION DESCRIPTION
 BS1362
 BS1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1362'ABOUT 3 MILES SOUTH OF LAKELAND, ON PROPERTY BELONGING TO ALLEN,
 BS1362'115 FEET SOUTH OF CROSS ROAD, 39 FEET NORTH OF FENCE CORNER AND 25
 BS1362'FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD.  TO REACH FROM LAKELAND
 BS1362'POST OFFICE, GO SOUTH TO FIRST CORNER AT SINCLAIR SERVICE STATION
 BS1362'AND TURN LEFT FOR 0.8 MILE TO Y.  BEAR RIGHT FOR 2.85 MILES TO
 BS1362'CROSS ROAD AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 BS1362'DISKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT 6
 BS1362'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 BS1362'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 47
 BS1362'FEET SOUTH OF CROSS ROAD, 22 FEET EAST OF CENTER LINE OF ROAD AND
 BS1362'59.19 FEET NORTHWEST OF STATION N 83 DEG 46 MIN E.  NO. 2
 BS1362'PROJECTS ABOUT 5 INCHES, IS 105 FEET SOUTHWEST OF CROSS ROAD, 10
 BS1362'FEET NORTH OF CENTER LINE OF ROAD AND 75.30 FEET NORTHWEST OF
 BS1362'STATION N 13 DEG 46 MIN W.  AZIMUTH MARK PROJECTS 5 INCHES,
 BS1362'IS 135 FEET EAST OF FIRST FARMHOUSE ON SOUTH SIDE OF ROAD EAST OF
 BS1362'CROSS ROAD, 10 FEET SOUTH OF ROAD, 1 FOOT WEST OF FENCE CORNER AND
 BS1362'0.20 MILE EAST OF STATION N 89 DEG 55 MIN E.  TO
 BS1362'REACH, GO WEST FROM CROSS ROAD AT STATION FOR 0.20 MILE TO FIRST
 BS1362'HOUSE ON RIGHT AND MARK.
 BS1362
 BS1362                          STATION RECOVERY (1943)
 BS1362
 BS1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (NBA)
 BS1362'STATION WAS FOUND IN GOOD CONDITION.
 BS1362'
 BS1362'REVISED DESCRIPTION FOR REACHING STATION.
 BS1362'
 BS1362'FROM THE COURTHOUSE IN LAKELAND GO SOUTH ON GEORGIA HIGHWAYS NOS.
 BS1362'31 AND 135 FOR 0.55 MILE TO Y IN HIGHWAYS.  BEAR RIGHT ON HIGHWAY
 BS1362'NO. 31 (VALDOSTA ROAD) FOR 2.6 MILES TO DIRT CROSS ROAD.  TURN RIGHT
 BS1362'(WEST) ON DIRT ROAD AND TRAVEL 0.6 MILE TO ANOTHER CROSS ROAD AND
 BS1362'STATION.  REMAINDER OF DESCRIPTION IS ADEQUATE.
 BS1362
 BS1362                          STATION RECOVERY (1970)
 BS1362
 BS1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BS1362'STATION MARK RECOVERED, BUT IS NOW IN A SMALL HOLE IN THE CONCRETE
 BS1362'FLOOR OF A SLAUGHTER HOUSE.  REFERENCE MARK NO. 2 RECOVERED IN GOOD
 BS1362'CONDITION, BUT IS NO LONGER VISIBLE FROM STATION.  REFERENCE MARK
 BS1362'NO. 1 AND AZIMUTH MARK WERE FOUND TILTED OUT OF POSITION AND ARE
 BS1362'NO LONGER VISIBLE FROM THE STATION.  DUE TO OBSTRUCTIONS IN ALL
 BS1362'DIRECTIONS FROM THE STATION MARK, NO REPAIRS OF THE MARKS WERE
 BS1362'MADE.  WITNESS POSTS WERE SET BY REFERENCE MARKS NO 1 AND 2
 BS1362'AND THE AZIMUTH MARK.
 BS1362'
 BS1362'TO REACH FROM THE COURTHOUSE IN LAKELAND, GO SOUTH ON U.S. HIGHWAY
 BS1362'221 FOR 3.75 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRADED
 BS1362'ROAD FOR 0.35 MILE TO AZIMUTH MARK ON LEFT (SOUTH) SIDE OF ROAD.
 BS1362'CONTINUE WEST ON GRADED ROAD FOR 0.15 MILE TO STATION IN THE
 BS1362'SLAUGHTER HOUSE AT THE SOUTHWEST ANGLE OF CROSSROADS.
 BS1362'
 BS1362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 BS1362'SSW OF LAKELAND.
 BS1362
 BS1362                          STATION RECOVERY (1978)
 BS1362
 BS1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BS1362'THE STATION MARK WAS RECOVERED AND APPEARED IN GOOD CONDITION.  THE
 BS1362'OWNER OF THE PROPERTY SAID THE MARK HAD NOT BEEN DISTURBED EVEN
 BS1362'THOUGH A SLAUGHTER HOUSE WITH A CONCRETE FLOOR HAD BEEN BUILT.  THE
 BS1362'CONCRETE FLOOR HAS BEEN POURED SO THE DISK IS SHOWING.  REFERENCE
 BS1362'MARK 1, 2 AND THE AZIMUTH MARK WERE ALL FOUND HIT AND LEANING.
 BS1362'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW
 BS1362'AZIMUTH MARK WAS ESTABLISHED AND A POLARIS OBSERVATION WAS
 BS1362'OBSERVED AT THE AZIMUTH MARK DUE TO THE STATION MARK NOW INSIDE A
 BS1362'SLAUGHTER HOUSE THAT IS ROOFED.  DUE TO CHANGES, A COMPLETE NEW
 BS1362'DESCRIPTION FOLLOWS.
 BS1362'
 BS1362'STATION IS ABOUT 17 MILES NORTHEAST OF VALDOSTA, 7.5 MILES SOUTHEAST
 BS1362'OF RAY CITY AND ON PROPERTY OF MR. OWEN ALLEN, ROUTE 1 BOX 73,
 BS1362'NAYLOR, GEORGIA 31641.
 BS1362'
 BS1362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221, 129 AND
 BS1362'STATE HIGHWAYS 135, 122 AND 37 IN LAKELAND, GO SOUTH AND SOUTHWEST
 BS1362'ON U.S. HIGHWAY 221 FOR 3.1 MILES TO A CROSSROAD (COUNTY ROAD 7).
 BS1362'TURN RIGHT AND GO WEST ON COUNTY ROAD 7 FOR 0.4 MILE TO THE
 BS1362'AZIMUTH MARK ON LEFT.  CONTINUE WEST ON ROAD FOR 0.2 MILE TO
 BS1362'CROSSROAD AND STATION ON LEFT.
 BS1362'
 BS1362'STATION MARK, A STANDARD DISK STAMPED ALLEN 1935, IS SET IN THE TOP
 BS1362'OF A CONCRETE MONUMENT THAT IS INSIDE A SLAUGHTER HOUSE WITH ONLY
 BS1362'THE DISK SHOWING IN THE CONCRETE FLOOR.  IT IS 99 FEET SOUTHWEST OF
 BS1362'THE CENTER OF JUNCTION OF CROSSROAD, 23.5 FEET NORTHWEST OF THE
 BS1362'CENTER OF A DIRT ROAD, 81 FEET SOUTHWEST OF A POWER LINE POLE AND
 BS1362'9.5 FEET NORTHWEST OF A CONCRETE CURBING.  THE UNDERGROUND MARK
 BS1362'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE BELOW THE
 BS1362'SURFACE STATION MARK.
 BS1362'
 BS1362'REFERENCE MARK 3, A STANDARD DISK STAMPED ALLEN 1935 NO 3 1978, IS
 BS1362'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BS1362'FLUSH WITH THE GROUND IN THE FENCE LINE.  IT IS 54 FEET SOUTH OF
 BS1362'THE CENTER OF COUNTY ROAD 7, 17 FEET SOUTHEAST OF CENTER OF THE
 BS1362'DIRT ROAD, 27 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, 1.4 FEET
 BS1362'NORTH OF A METAL WITNESS POST AND 1 FOOT NORTHWEST OF THE WIRE
 BS1362'FENCE.
 BS1362'
 BS1362'REFERENCE MARK 4, A STANDARD DISK STAMPED ALLEN 1935 NO 4 1978,
 BS1362'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BS1362'FLUSH WITH THE GROUND IN THE FENCE LINE.  IT IS 132 FEET
 BS1362'SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF THE CROSSROAD, 16 FEET
 BS1362'SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 2 FEET NORTHEAST OF
 BS1362'A METAL WITNESS POST.
 BS1362'
 BS1362'AZIMUTH MARK, A STANDARD DISK STAMPED ALLEN 1935 1978, IS SET IN
 BS1362'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH
 BS1362'THE GROUND SURFACE.  IT IS 80 FEET WEST OF THE CENTER OF DRIVEWAY
 BS1362'TO HOUSE, 55 FEET NORTHWEST OF A LARGE OAK TREE, 22 FEET SOUTH OF
 BS1362'THE CENTER OF COUNTY ROAD 7, 15 FEET WEST OF A FENCE CORNER AND 2
 BS1362'FEET SOUTH OF A WIRE FENCE AND METAL WITNESS POST.
 BS1362'
 BS1362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 BS1362'OF LAKELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0170 ***********************************************************************
 DG0170  DESIGNATION -  ALLENE
 DG0170  PID         -  DG0170
 DG0170  STATE/COUNTY-  GA/FULTON
 DG0170  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0170
 DG0170                         *CURRENT SURVEY CONTROL
 DG0170  ___________________________________________________________________
 DG0170* NAD 83(1994)-  33 43 32.42817(N)    084 24 48.90970(W)     ADJUSTED  
 DG0170* NAVD 88     -       309.149  (meters)    1014.27   (feet)  ADJUSTED  
 DG0170  ___________________________________________________________________
 DG0170  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG0170  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG0170  DYNAMIC HT  -         308.803 (meters)    1013.13  (feet)  COMP
 DG0170  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 DG0170
 DG0170  HORZ ORDER  -  FIRST
 DG0170  VERT ORDER  -  FIRST     CLASS I
 DG0170
 DG0170.The horizontal coordinates were established by classical geodetic methods
 DG0170.and adjusted by the National Geodetic Survey in September 1997..
 DG0170
 DG0170.The orthometric height was determined by differential leveling
 DG0170.and adjusted by the National Geodetic Survey in June 1991..
 DG0170.WARNING-Repeat measurements at this control monument indicate possible
 DG0170.vertical movement.
 DG0170
 DG0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0170
 DG0170.The geoid height was determined by GEOID03.
 DG0170
 DG0170.The dynamic height is computed by dividing the NAVD 88
 DG0170.geopotential number by the normal gravity value computed on the
 DG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0170.degrees latitude (g = 980.6199 gals.).
 DG0170
 DG0170.The modeled gravity was interpolated from observed gravity values.
 DG0170
 DG0170;                    North         East     Units Scale Factor Converg.
 DG0170;SPC GA W     -   413,105.947   677,117.601   MT  0.99990645   -0 08 13.5
 DG0170;SPC GA W     - 1,355,331.76  2,221,510.00   sFT  0.99990645   -0 08 13.5
 DG0170;UTM  16      - 3,734,744.378   739,646.237   MT  1.00030806   +1 26 12.1
 DG0170
 DG0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0170!SPC GA W     -   0.99995610  x   0.99990645  =   0.99986255
 DG0170!UTM  16      -   0.99995610  x   1.00030806  =   1.00026415
 DG0170
 DG0170|---------------------------------------------------------------------|
 DG0170| PID    Reference Object                     Distance      Geod. Az  |
 DG0170|                                                           dddmmss.s |
 DG0170| DG0171 MURPHY                              377.373 METERS 31408     |
 DG0170|---------------------------------------------------------------------|
 DG0170
 DG0170                          SUPERSEDED SURVEY CONTROL
 DG0170
 DG0170  NAD 83(1986)-  33 43 32.43251(N)    084 24 48.91134(W) AD(       ) 1
 DG0170  NAD 27      -  33 43 32.05000(N)    084 24 49.17300(W) AD(       ) 1
 DG0170  NGVD 29 (12/12/91)  309.066  (m)         1013.99   (f) ADJUSTED    1 1
 DG0170
 DG0170.Superseded values are not recommended for survey control.
 DG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0170.See file dsdata.txt to determine how the superseded data were derived.
 DG0170
 DG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3964634744(NAD 83)
 DG0170_MARKER: DE = TRAVERSE STATION DISK
 DG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0170_STAMPING: 1014.217 ALLENE 1927
 DG0170_MARK LOGO: CGS   
 DG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0170+STABILITY: SURFACE MOTION
 DG0170
 DG0170  HISTORY     - Date     Condition        Report By
 DG0170  HISTORY     - 1927     MONUMENTED       CGS
 DG0170  HISTORY     - 1952     GOOD             CGS
 DG0170  HISTORY     - 1959     GOOD             NGS
 DG0170  HISTORY     - 1968     GOOD             CGS
 DG0170  HISTORY     - 1968     GOOD             NGS
 DG0170  HISTORY     - 1982     GOOD             NGS
 DG0170
 DG0170                          STATION DESCRIPTION
 DG0170
 DG0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0170'TRAVERSE STATION AND BENCH MARK ALLENE IS LOCATED AT ALLENE AVENUE,
 DG0170'AND LOUISVILLE AND NASHVILLE RAILROAD BELT LINE ABOUT 1000
 DG0170'FEET E FROM LEE STREET IN W SIDE OF ALLENE AVENUE, 22 FEET N
 DG0170'FROM N RAIL OF LOUISVILLE AND NASHVILLE BELT LINE, 21.53 FEET
 DG0170'W FROM E CURB OF ALLENE AVENUE 51.25 FEET SW FROM CENTER OF
 DG0170'CATCH-BASIN COVER IN SE CORNER OF ALLENE AVENUE AND CATHERINE
 DG0170'STREET, 88 FEET SW FROM FIRE PLUG IN NE CORNER OF ALLENE
 DG0170'AVENUE AND CATHERINE STREET, AND 65.26 FEET SW FROM CENTER
 DG0170'OF SEWER MANHOLE COVER IN INTERSECTION OF ALLENE AVENUE AND
 DG0170'CATHERINE STREET.
 DG0170'
 DG0170'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0170'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0170'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG0170
 DG0170                          STATION RECOVERY (1952)
 DG0170
 DG0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0170'THE STATION IS ABOUT 2.3 MILES SW OF DOWNTOWN FIVE POINTS IN
 DG0170'ATLANTA, 63 FEET S OF THE INTERSECTION OF THE CENTERLINES OF
 DG0170'ALLENE AVENUE AND CATHERINE STREET, S.W., 8.5 FEET NE OF THE
 DG0170'NE RAIL OF DOUBLE TRACKS OF LOUISVILLE AND NASHVILLE BELT
 DG0170'LINE RAILROAD, AND 3 FEET W OF THE E CURB OF ALLENE AVENUE.
 DG0170'THE MARK IS A STANDARD DISK SET IN CONCRETE.  IT IS 0.8 FOOT
 DG0170'BELOW A CAST-IRON COVER WHICH IS 1.8 FEET LOWER THAN THE
 DG0170'TOP OF THE SAID RAIL AND FLUSH WITH THE STREET SURFACE.  DISK
 DG0170'IS STAMPED ALLENE 1927 1014.217.
 DG0170
 DG0170                          STATION RECOVERY (1959)
 DG0170
 DG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DG0170'AT ATLANTA.
 DG0170'AT ATLANTA, ABOUT 0.4 MILE NORTHWEST ALONG THE LOUISVILLE AND
 DG0170'NASHVILLE RAILROAD BELT LINE FROM STEWART AVENUE SOUTHWEST
 DG0170'OVERPASS, AT THE CROSSING OF ALLENE AVENUE SOUTHWEST, AT THE
 DG0170'JUNCTION OF CATHERINE STREET SOUTHWEST, 8 1/2 FEET NORTHEAST
 DG0170'OF THE NORTHEAST RAIL OF THE NORTHEAST ONE OF TWO TRACKS, 2 1/2
 DG0170'FEET EAST OF THE WEST CURB LINE OF ALLENE AVE., 49 FEET
 DG0170'SOUTH OF THE EXTENDED SOUTH CURB LINE OF CATHERINE STREET, 35
 DG0170'FEET NORTHWEST OF THE CENTER LINE OF THE CROSSING OF ALLENE
 DG0170'AVENUE AND THE NORTHEAST TRACK, ABOUT 3 FEET BELOW THE LEVEL
 DG0170'OF THE TRACK, 10 INCHES UNDERGROUND, AND SET IN TOP OF A CONCRETE
 DG0170'POST, ACCESS TO WHICH IS HAD THROUGH A 12 INCH TILE WITH A
 DG0170'CAST-IRON COVER MARKED USC AND GS WHICH IS FLUSH WITH THE
 DG0170'AVENUE.
 DG0170
 DG0170                          STATION RECOVERY (1968)
 DG0170
 DG0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RG)
 DG0170'RECOVERED AS DESCRIBED.
 DG0170
 DG0170                          STATION RECOVERY (1968)
 DG0170
 DG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0170'RECOVERED IN GOOD CONDITION.
 DG0170
 DG0170                          STATION RECOVERY (1982)
 DG0170
 DG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DG0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1347 ***********************************************************************
 CL1347  DESIGNATION -  ALLEN=O 28
 CL1347  PID         -  CL1347
 CL1347  STATE/COUNTY-  GA/WILKINSON
 CL1347  USGS QUAD   -  DANVILLE EAST (1974)
 CL1347
 CL1347                         *CURRENT SURVEY CONTROL
 CL1347  ___________________________________________________________________
 CL1347* NAD 83(1994)-  32 35 34.75176(N)    083 13 33.75821(W)     ADJUSTED  
 CL1347* NAVD 88     -       130.399  (meters)     427.82   (feet)  POSTED    
 CL1347  ___________________________________________________________________
 CL1347  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CL1347  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CL1347  DYNAMIC HT  -         130.250 (meters)     427.33  (feet)  COMP
 CL1347  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CL1347
 CL1347  HORZ ORDER  -  FIRST
 CL1347  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1347
 CL1347.The horizontal coordinates were established by classical geodetic methods
 CL1347.and adjusted by the National Geodetic Survey in September 1997..
 CL1347
 CL1347.The orthometric height was determined by differential leveling
 CL1347.and adjusted by the National Geodetic Survey in 1992..
 CL1347.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1347.rate of 1.1 thru 2.0 mm/km.
 CL1347
 CL1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1347
 CL1347.The geoid height was determined by GEOID03.
 CL1347
 CL1347.The dynamic height is computed by dividing the NAVD 88
 CL1347.geopotential number by the normal gravity value computed on the
 CL1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1347.degrees latitude (g = 980.6199 gals.).
 CL1347
 CL1347.The modeled gravity was interpolated from observed gravity values.
 CL1347
 CL1347;                    North         East     Units Scale Factor Converg.
 CL1347;SPC GA E     -   287,963.033   100,553.277   MT  1.00002191   -0 34 14.5
 CL1347;SPC GA E     -   944,758.72    329,898.54   sFT  1.00002191   -0 34 14.5
 CL1347;SPC GA W     -   287,858.212   788,298.448   MT  0.99999611   +0 30 24.2
 CL1347;SPC GA W     -   944,414.82  2,586,275.82   sFT  0.99999611   +0 30 24.2
 CL1347;UTM  17      - 3,608,353.697   291,080.500   MT  1.00013825   -1 11 58.3
 CL1347
 CL1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1347!SPC GA E     -   0.99998388  x   1.00002191  =   1.00000578
 CL1347!SPC GA W     -   0.99998388  x   0.99999611  =   0.99997999
 CL1347!UTM  17      -   0.99998388  x   1.00013825  =   1.00012212
 CL1347
 CL1347|---------------------------------------------------------------------|
 CL1347| PID    Reference Object                     Distance      Geod. Az  |
 CL1347|                                                           dddmmss.s |
 CL1347| CL2984 ALLEN RM                             29.425 METERS 00428     |
 CL1347| CL0563 DAN=M 28                            APPROX. 1.6 KM 3071150.5 |
 CL1347|---------------------------------------------------------------------|
 CL1347
 CL1347                          SUPERSEDED SURVEY CONTROL
 CL1347
 CL1347  NAD 83(1986)-  32 35 34.74898(N)    083 13 33.76549(W) AD(       ) 1
 CL1347  NAD 27      -  32 35 34.16700(N)    083 13 34.20500(W) AD(       ) 1
 CL1347
 CL1347.Superseded values are not recommended for survey control.
 CL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1347.See file dsdata.txt to determine how the superseded data were derived.
 CL1347
 CL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9108008354(NAD 83)
 CL1347_MARKER: DS = TRIANGULATION STATION DISK
 CL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1347
 CL1347  HISTORY     - Date     Condition        Report By
 CL1347  HISTORY     - 1918     MONUMENTED       CGS
 CL1347  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1347  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1347
 CL1347                          STATION DESCRIPTION
 CL1347
 CL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1347'IN ALLENTOWN ON THE MACON, DUBLIN AND SAVANNAH RAILWAY, DIRECTLY
 CL1347'ACROSS THE TRACK FROM THE NEW DEPOT, 12.5 FEET FROM NEAREST
 CL1347'RAIL, 164 FEET WEST OF A ROAD CROSSING, 82 FEET EAST OF A
 CL1347'SWITCH STAND.
 CL1347'REFERENCE MARK IS ACROSS
 CL1347'THE ROAD NEAR FENCE LINE AND 164 FEET WEST OF DEPOT, 29.425
 CL1347'METERS (96.54 FEET) FROM STATION IN GRID AZIMUTH 7 DEG
 CL1347'22 MIN.  STATION MARK DESTROYED.
 CL1347
 CL1347                          STATION RECOVERY (1949)
 CL1347
 CL1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1347'THIS MARK WAS PREVIOUSLY REPORTED AS DESTROYED.  THE LOCATION
 CL1347'IS NOW OCCUPIED BY A RAILROAD SIDETRACK WHICH IS NOT MENTIONED
 CL1347'IN THE ORIGINAL DESCRIPTION.  THE PRESENT SEARCH FAILED TO
 CL1347'REVEAL ANY EVIDENCE OF THE MARK.
 CL1347'
 CL1347'THE ONLY REFERENCE MARK IS NUMBERED B.M. N 28.  IT HAS BEEN
 CL1347'PREVIOUSLY REPORTED AS NOT RECOVERED.  A SEARCH, WITH THE AID OF
 CL1347'A NEIGHBORING RESIDENT WHO HAS SEEN THE MARK, FAILED TO
 CL1347'REVEAL ANY EVIDENCE OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4270 ***********************************************************************
 AB4270  DESIGNATION -  ALLIED
 AB4270  PID         -  AB4270
 AB4270  STATE/COUNTY-  GA/DE KALB
 AB4270  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4270
 AB4270                         *CURRENT SURVEY CONTROL
 AB4270  ___________________________________________________________________
 AB4270* NAD 83(1994)-  33 46 36.28518(N)    084 16 35.53194(W)     ADJUSTED  
 AB4270* NAVD 88     -       319.6    (meters)    1049.     (feet)  GPS OBS   
 AB4270  ___________________________________________________________________
 AB4270  X           -     529,283.022 (meters)                     COMP
 AB4270  Y           -  -5,280,849.083 (meters)                     COMP
 AB4270  Z           -   3,526,051.124 (meters)                     COMP
 AB4270  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AB4270  ELLIP HEIGHT-         290.13  (meters)          (09/03/97) GPS OBS
 AB4270  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AB4270
 AB4270  HORZ ORDER  -  FIRST
 AB4270  ELLP ORDER  -  FOURTH    CLASS II
 AB4270
 AB4270.The horizontal coordinates were established by GPS observations
 AB4270.and adjusted by the National Geodetic Survey in September 1997..
 AB4270
 AB4270.The orthometric height was determined by GPS observations and a
 AB4270.high-resolution geoid model.
 AB4270
 AB4270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4270
 AB4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4270
 AB4270.The ellipsoidal height was determined by GPS observations
 AB4270.and is referenced to NAD 83.
 AB4270
 AB4270.The geoid height was determined by GEOID03.
 AB4270
 AB4270;                    North         East     Units Scale Factor Converg.
 AB4270;SPC GA W     -   418,748.160   689,824.223   MT  0.99990128   -0 03 39.9
 AB4270;SPC GA W     - 1,373,842.92  2,263,198.30   sFT  0.99990128   -0 03 39.9
 AB4270;UTM  16      - 3,740,736.336   752,198.539   MT  1.00038418   +1 30 53.8
 AB4270
 AB4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4270!SPC GA W     -   0.99995446  x   0.99990128  =   0.99985574
 AB4270!UTM  16      -   0.99995446  x   1.00038418  =   1.00033862
 AB4270
 AB4270                          SUPERSEDED SURVEY CONTROL
 AB4270
 AB4270  NAD 83(1994)-  33 46 36.28494(N)    084 16 35.53144(W) AD(       ) 1
 AB4270  ELLIP H (06/18/96)  290.14   (m)                       GP(       ) 4 1
 AB4270
 AB4270.Superseded values are not recommended for survey control.
 AB4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4270.See file dsdata.txt to determine how the superseded data were derived.
 AB4270
 AB4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5219940736(NAD 83)
 AB4270_MARKER: DE = TRAVERSE STATION DISK
 AB4270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4270_STAMPING: ALLIED
 AB4270_MARK LOGO: MARTA 
 AB4270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4270+STABILITY: SURFACE MOTION
 AB4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4270+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4270
 AB4270  HISTORY     - Date     Condition        Report By
 AB4270  HISTORY     - UNK      MONUMENTED       MARTA
 AB4270  HISTORY     - 19950327 GOOD             MSI
 AB4270
 AB4270                          STATION DESCRIPTION
 AB4270
 AB4270'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4270'TO REACH THE STATION FROM THE INTERSECTION OF ARCADIA AVENUE AND
 AB4270'AVONDALE ROAD NORTH. PROCEED WEST ON AVONDALE ROAD NORTH FOR 0.2 MI
 AB4270'(0.3 KM) TO THE INTERSECTION WITH MAPLE STREET ON THE LEFT. TURN LEFT
 AB4270'AND PROCEED NORTH ON MAPLE STREET FOR 0.1 MI (0.2 KM) TO THE END OF
 AB4270'MAPLE STREET AND THE STATION IN THE GRASS. STATION IS A BRASS DISK SET
 AB4270'IN A CONCRETE POST STAMPED ALLIED AND IS LOCATED 17.6 FT (5.4 M) SOUTH
 AB4270'OF SOUTHERN RAIL OF RAILROAD, 16.5 FT (5.0 M) NORTH OF GUARDRAIL, 19.0
 AB4270'FT (5.8 M) NW OF ALLIED READY MIX SIGN, AND 2.5 FT (0.8 M) NORTH OF
 AB4270'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2454 ***********************************************************************
 CL2454  DESIGNATION -  ALLIGOOD RESET
 CL2454  PID         -  CL2454
 CL2454  STATE/COUNTY-  GA/LAURENS
 CL2454  USGS QUAD   -  DEXTER (1974)
 CL2454
 CL2454                         *CURRENT SURVEY CONTROL
 CL2454  ___________________________________________________________________
 CL2454* NAD 83(1994)-  32 26 09.78671(N)    083 00 14.69221(W)     ADJUSTED  
 CL2454* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 CL2454  ___________________________________________________________________
 CL2454  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CL2454  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CL2454
 CL2454  HORZ ORDER  -  FIRST
 CL2454
 CL2454.The horizontal coordinates were established by classical geodetic methods
 CL2454.and adjusted by the National Geodetic Survey in September 1997..
 CL2454
 CL2454.The orthometric height was scaled from a topographic map.
 CL2454
 CL2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2454
 CL2454.The geoid height was determined by GEOID03.
 CL2454
 CL2454;                    North         East     Units Scale Factor Converg.
 CL2454;SPC GA E     -   270,374.764   121,253.532   MT  0.99997644   -0 26 57.0
 CL2454;SPC GA E     -   887,054.54    397,812.63   sFT  0.99997644   -0 26 57.0
 CL2454;SPC GA W     -   270,661.051   809,325.543   MT  1.00004734   +0 37 25.0
 CL2454;SPC GA W     -   887,993.80  2,655,262.22   sFT  1.00004734   +0 37 25.0
 CL2454;UTM  17      - 3,590,538.218   311,588.733   MT  1.00003777   -1 04 30.8
 CL2454
 CL2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2454!SPC GA E     -   0.99999014  x   0.99997644  =   0.99996658
 CL2454!SPC GA W     -   0.99999014  x   1.00004734  =   1.00003748
 CL2454!UTM  17      -   0.99999014  x   1.00003777  =   1.00002791
 CL2454
 CL2454|---------------------------------------------------------------------|
 CL2454| PID    Reference Object                     Distance      Geod. Az  |
 CL2454|                                                           dddmmss.s |
 CL2454| CL2988 ALLIGOOD RM 3                        34.558 METERS 03300     |
 CL2454| CL2318 DUBLIN MUNICIPAL STANDPIPE          APPROX.14.3 KM 0375345.7 |
 CL2454| CL2987 ALLIGOOD RM 2                        26.347 METERS 05418     |
 CL2454| CL2986 ALLIGOOD RM 1                        32.519 METERS 13814     |
 CL2454| CL2989 ALLIGOOD RM 4                                      18641     |
 CL2454| CL2985 ALLIGOOD AZ MK                                     2293043.2 |
 CL2454|---------------------------------------------------------------------|
 CL2454
 CL2454                          SUPERSEDED SURVEY CONTROL
 CL2454
 CL2454  NAD 83(1986)-  32 26 09.78910(N)    083 00 14.68943(W) AD(       ) 1
 CL2454  NAD 27      -  32 26 09.19000(N)    083 00 15.16200(W) AD(       ) 1
 CL2454
 CL2454.Superseded values are not recommended for survey control.
 CL2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2454.See file dsdata.txt to determine how the superseded data were derived.
 CL2454
 CL2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR1158990538(NAD 83)
 CL2454_MARKER: DS = TRIANGULATION STATION DISK
 CL2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2454_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2454+STABILITY: SURFACE MOTION
 CL2454
 CL2454  HISTORY     - Date     Condition        Report By
 CL2454  HISTORY     - 1934     MONUMENTED       CGS
 CL2454  HISTORY     - 1940     GOOD             GA1780
 CL2454  HISTORY     - 1954     GOOD             CGS
 CL2454  HISTORY     - 1969     GOOD             CGS
 CL2454  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CL2454  HISTORY     - 19910729 GOOD             MIDGA
 CL2454
 CL2454                          STATION DESCRIPTION
 CL2454
 CL2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 CL2454'ABOUT 9 MILES SOUTHWEST OF DUBLIN, ON PROPERTY BELONGING TO I.A.
 CL2454'ALLIGOOD OF DEXTER, 64 FEET NORTHWEST OF NORTHEAST CORNER AND
 CL2454'50 FEET NORTHWEST OF NORTHWEST CORNER OF SMALL TENANT HOUSE AND
 CL2454'20 FEET EAST OF NORTH-SOUTH ROAD.  TO REACH FROM DUBLIN, GO
 CL2454'WEST ON U.S. HIGHWAY 80 FOR 1.7 MILES TO FORK (WITH FILLING
 CL2454'STATION AND STORE IN Y).  TURN LEFT FOR 0.9 MILE TO Y.  TURN
 CL2454'LEFT FOR 6.2 MILES TO Y (100 YARDS WEST OF LONG CONCRETE
 CL2454'BRIDGE).  TURN LEFT FOR 1.3 MILES TO CROSS ROAD AND TURN LEFT FOR
 CL2454'0.8 MILE TO STATION.  SURFACE AND UNDERGROUND MARKS ARE
 CL2454'STANDARD DISKS IN CONCRETE.  UPPER MARK
 CL2454'PROJECTS ABOUT 6 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 CL2454'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1
 CL2454'PROJECTS ABOUT 7 INCHES, IS 35 FEET SOUTH-SOUTHWEST OF
 CL2454'SOUTHWEST CORNER OF TENANT HOUSE, 15 FEET EAST OF CENTER LINE
 CL2454'OF ROAD, 2 FEET NORTH OF FIRST TELEPHONE POLE SOUTH OF HOUSE AND
 CL2454'106.68 FEET SOUTHEAST OF STATION S 41 DEG 46 MIN E.
 CL2454'NO. 2 PROJECTS ABOUT 7 INCHES, IS 35 FEET NORTHEAST
 CL2454'OF NORTHEAST CORNER OF HOUSE, 1 FOOT WEST OF PASTURE FENCE
 CL2454'AND 86.44 FEET NORTHEAST OF STATION N 54 DEG 18 MIN E.
 CL2454'AZIMUTH MARK PROJECTS ABOUT 6 INCHES, IS AT ROAD ENTRANCE
 CL2454'TO YARD 150 FEET SOUTH OF W.A. WOODWARD HOUSE, 40 FEET SOUTHEAST
 CL2454'OF WELL WHERE THE ROAD LEADING INTO THE HOUSE ENTERS THE YARD,
 CL2454'3 FEET WEST OF EAST SIDE OF YARD AND 0.75 MILE SOUTHWEST OF
 CL2454'STATION S 49 DEG 31 MIN W.
 CL2454
 CL2454                          STATION RECOVERY (1940)
 CL2454
 CL2454'RECOVERY NOTE BY CITY OF DUBLIN GEORGIA 1940
 CL2454'DESCRIPTION ADEQUATE AND MARK IN GOOD CONDITION.
 CL2454
 CL2454                          STATION RECOVERY (1954)
 CL2454
 CL2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL2454'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CL2454'THE TENANT HOUSE, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS BEEN
 CL2454'TORN DOWN, AND THE AREA IS NOW A CULTIVATED FIELD.  A NEW
 CL2454'DESCRIPTION FOLLOWS--
 CL2454'
 CL2454'THE STATION IS LOCATED ABOUT 9 MI. SW OF DUBLIN, ON PROPERTY
 CL2454'NOW OWNED BY MRS. I.A. ALLIGOOD.  IT IS IN A CULTIVATED FIELD,
 CL2454'89 PACES SE OF A SIDE ROAD LEADING NE, 100 PACES NW OF A TENANT
 CL2454'HOUSE, 91 FT. SE OF THE EDGE OF A PINE GROVE TAPPED FOR
 CL2454'TURPENTINE AND A FENCE CORNER, 26 FT. NE OF THE CENTERLINE OF
 CL2454'A DIRT ROAD, AND 6 FT. NE OF A FENCE LINE.  IT IS A STANDARD
 CL2454'DISK, STAMPED ALLIGOOD 1934 PROJECTING 4 IN.
 CL2454'
 CL2454'REFERENCE MARK 1 IS 106.68 FT. SE OF THE STATION S 41
 CL2454'DEG 46 MIN E.  IT IS SET IN A FENCE LINE, 19 FT. NE OF THE
 CL2454'CENTERLINE OF A DIRT ROAD, AND 48 FT. N OF A LARGE TREE ACROSS
 CL2454'THE ROAD.  IT IS A STANDARD DISK, STAMPED ALLIGOOD NO 1 1934.
 CL2454'
 CL2454'REFERENCE MARK 2 IS 86.44 FT. NE OF THE STATION N 54 DEG
 CL2454'18 MIN E.  IT IS ON THE NE SLOPE OF THE HILL, IN A CULTIVATED
 CL2454'FIELD, ABOUT 6 FT. LOWER THAN THE STATION, 112 FT. NE OF THE
 CL2454'CENTERLINE OF A DIRT ROAD, AND 51 FT. S OF THE S EDGE OF THE
 CL2454'PINE GROVE AND FENCE LINE.  IT IS A STANDARD REFERENCE-MARK DISK,
 CL2454'STAMPED ALLIGOOD NO 2 1934 PROJECTING 6 IN.
 CL2454'
 CL2454'THE AZIMUTH MARK IS 0.75 MI. SW OF THE STATION S 49 DEG 31
 CL2454'MIN W, 33 FT. SE OF AN OLD WELL, 80 FT. S OF
 CL2454'THE SE CORNER OF AN OLD HOUSE, AND AT THE NW CORNER OF A CULTIVATED
 CL2454'FIELD.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED ALLIGOOD
 CL2454'AZI 1934 PROJECTING 4 IN.
 CL2454'
 CL2454'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N-NW FOR 0.2
 CL2454'MI. TO A T-ROAD LEFT AND A HOUSE IN THE SW ANGLE, TURN LEFT AND
 CL2454'GO 0.5 MI. TO WHERE THE MAIN ROAD TURNS LEFT, KEEP STRAIGHT AHEAD
 CL2454'ON A TRACK ROAD FOR 0.5 MI. TO A WIRE GATE IN A FENCE LINE, PASS
 CL2454'THROUGH THE GATE AND FOLLOW A WINDING ROAD FOR 0.2 MI. TO AN
 CL2454'OLD HOUSE AND THE MARK AS DESCRIBED.
 CL2454'
 CL2454'TO REACH THE STATION FROM THE COURTHOUSE IN DUBLIN, GO W ON
 CL2454'U.S. HIGHWAY 80 FOR 1.3 MI. TO ITS JUNCTION WITH STATE HIGHWAY
 CL2454'277.  TURN LEFT ON STATE HIGHWAY 277 FOR 0.9 MI. TO A FORK,
 CL2454'TAKE THE LEFT FORK (STATE HIGHWAY 277) FOR 6.0 MI. TO A FORK
 CL2454'JUST AFTER CROSSING A LONG CONCRETE BRIDGE, TAKE THE LEFT FORK
 CL2454'AND GO 1.3 MI. TO A CROSSROAD, TURN LEFT AND GO 0.8 MI. TO
 CL2454'THE STATION, ABOUT 90 YD. PAST A T-ROAD LEFT.
 CL2454
 CL2454                          STATION RECOVERY (1969)
 CL2454
 CL2454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL2454'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CL2454'CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE NOT
 CL2454'FOUND AT THIS DATE.  A NEW REFERENCE MARK NO. 3 1969 WAS
 CL2454'ESTABLISHED.
 CL2454'
 CL2454'STATION IS LOCATED ABOUT 3.7 MILES NORTH OF RENTZ AND ABOUT 3.3
 CL2454'MILES EAST OF DEXTER, 26.5 FT. NORTHEAST OF THE CENTER OF THE
 CL2454'ROAD, 79.0 FT. NORTH OF A POWER POLE AND 5.0 FT. NORTHEAST OF
 CL2454'A METAL WITNESS POST AND SIGN IN FENCELINE.  MONUMENT IS FLUSH
 CL2454'WITH THE GROUND AND THE DISK IS STAMPED ALLIGOOD 1935.
 CL2454'
 CL2454'REFERENCE MARK NO. 1 IS 19 FT. NORTHEAST OF THE CENTER OF ROAD,
 CL2454'45 FT. NORTH OF A 20-INCH BLACKWALNUT TREE AND 1 FT. WEST OF A
 CL2454'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CL2454'ALLIGOOD NO 1 1935.
 CL2454'
 CL2454'REFERENCE MARK NO. 3 IS 140.0 FT. EAST OF THE CENTER OF ROAD,
 CL2454'61 FT. EAST OF 30-INCH OAK TREE AND AT THE NORTH EDGE OF GARDEN
 CL2454'LOT.  MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CL2454'ALLIGOOD NO 3 1969.
 CL2454'
 CL2454'TO REACH FROM THE COURT HOUSE IN DUBLIN, GO WEST ON U.S. HWY. 80
 CL2454'FOR 1.3 MILES TO ITS JUNCTION WITH STATE ROUTE 277, TURN LEFT ON
 CL2454'ROUTE 277 FOR 0.9 MILE TO A FORK, TAKE LEFT FORK (ROUTE 277) FOR
 CL2454'6.0 MILES TO A FORK JUST AFTER CROSSING A LONG CONCRETE BRIDGE,
 CL2454'TAKE THE LEFT FORK AND GO 1.3 MILES TO A CROSSROAD, TURN LEFT
 CL2454'AND GO 0.8 MILE TO THE SATION ON THE LEFT AT TOP OF GRADE.
 CL2454
 CL2454                          STATION RECOVERY (1973)
 CL2454
 CL2454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 CL2454'THE SUBSURFACE DISK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 CL2454'FOUND IN GOOD CONDITION.  A NEW STATION SURFACE DISK WAS
 CL2454'ESTABLISHED AT THIS DATE.  THE 1935 AZIMUTH MARK WAS FOUND
 CL2454'DISTURBED AND A NEW REFERENCE MARK ESTABLISHED, WHICH SERVES AS
 CL2454'AN AZIMUTH MARK.
 CL2454'
 CL2454'THE HORIZONTAL DIRECTIONS BETWEEN THE R.M.S WAS IN ERROR BY 6
 CL2454'MINUTES AND 03 SECONDS.  THE DISTANCE TO REFERENCE MARK 1 WAS
 CL2454'0.058 METERS LONGER, REFERENCE MARK 3 WAS 0.042 METERS LONGER
 CL2454'THAN THE 1969 MEASUREMENTS.
 CL2454'
 CL2454'THE STATION IS LOCATED ABOUT 5.7 MILES SOUTHWEST OF DUBLIN, 5
 CL2454'MILES EAST-NORTHEAST OF DEXTER AND 5 MILES NORTH-NORTHEAST OF
 CL2454'RENTZ.  THE STATION IS ON LAND OWNED BY MRS. I.A. ALLIGOOD,
 CL2454'DEXTER, GEORGIA.
 CL2454'
 CL2454'A NEW DESCRIPTION FOLLOWS--
 CL2454'
 CL2454'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 16 AND
 CL2454'STATE HIGHWAY 257 AT THE WEST EDGE OF DUBLIN, GO SOUTHEAST ON
 CL2454'STATE HIGHWAY 257 FOR 2.9 MILES TO A PAVED SIDE ROAD LEFT,
 CL2454'JUST AFTER CROSSING THE ROCKY CREEK BRIDGE.  TURN LEFT AND GO
 CL2454'SOUTH AND WEST ON THE PAVED ROAD FOR 1.3 MILES TO A SAND
 CL2454'CROSSROAD AND A GREEN HOUSE ON THE RIGHT.  TURN LEFT AND GO
 CL2454'SOUTH ON THE SAND ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT.
 CL2454'
 CL2454'TO REACH REFERENCE MARK 4 FROM THE STATION, GO NORTH ON THE
 CL2454'SAND ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 CL2454'WEST ON A SAND ROAD FOR 0.1 MILE TO A SAND ROAD LEFT.  TURN
 CL2454'LEFT AND GO SOUTH ON THE SAND ROAD FOR 0.35 MILE TO A CEMENTERY
 CL2454'AND THE MARK ON THE LEFT.
 CL2454'
 CL2454'THE SURFACE STATION DISK, A STANDARD DISK STAMPED ALLIGOOD
 CL2454'1934 1973, IS SET IN THE TOP OF A 20-INCH CYLINDRICAL CONCRETE
 CL2454'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 78.5
 CL2454'FEET NORTHEAST OF A POWERLINE POLE, 26 FEET EAST-SOUTHEAST OF THE
 CL2454'CENTER OF THE SAND ROAD AND 5 FEET EAST-NORTHEAST OF A METAL
 CL2454'WITNESS POST.  THE UNDERGROUND DISK IS A STANDARD DISK STAMPED
 CL2454'ALLIGOOD 1934, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CL2454'40 INCHES BELOW THE GROUND SURFACE.
 CL2454'
 CL2454'REFERENCE MARK 1, A STANDARD DISK STAMPED ALLIGOOD NO 1 1934,
 CL2454'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2454'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 87.5
 CL2454'FEET SOUTHEAST OF THE POWERLINE POLE, 45 FEET NORTHEAST OF A
 CL2454'16-INCH OAK TREE, 19 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CL2454'SAND ROAD AND 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST.
 CL2454'
 CL2454'REFERENCE MARK 3, A STANDARD DISK STAMPED ALLIGOOD NO 3 1969,
 CL2454'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2454'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 140
 CL2454'FEET EAST OF THE CENTER OF THE SAND ROAD AND 61 FEET WEST OF A
 CL2454'30 INCH OAK TREE.
 CL2454'
 CL2454'REFERENCE MARK 4, A STANDARD DISK STAMPED ALLIGOOD 1934 NO 4
 CL2454'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CL2454'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63.5
 CL2454'FEET WEST OF THE CENTER OF THE SAND ROAD, 33.5 FEET NORTH OF A
 CL2454'20-INCH OAK TREE AND 13 FEET NORTH OF THE CENTER OF A GATE
 CL2454'LEADING IN THE CEMETERY.  THIS MARK SERVES AS AN
 CL2454'AZIMUTH MARK.
 CL2454'
 CL2454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DEXTER.
 CL2454
 CL2454                          STATION RECOVERY (1991)
 CL2454
 CL2454'RECOVERY NOTE BY MID GEORGIA SURVEYORS 1991 (RRT)
 CL2454'MARK FOUND AS DESCRIBED IN 1973 RECOVERY NOTE.  ADDITIONAL TIES--69.7
 CL2454'FT SW OF CENTER OF HIGH-TENSION TOWER R-14 (GEORGIA POWER CO) , 19.8
 CL2454'FT (6.0 M) NORTH OF CENTERLINE OF FAIRGROUND RD.  AZIMUTH MARK
 CL2454'RECOVERED GOOD, 77.2 FT (23.5 M) SW OF WHITE MAILBOX NUMBER 7B (R.
 CL2454'JONES) , 19.2 FT (5.9 M) SOUTH OF FAIRGROUND RD, 3 FT (0.9 M) EAST OF
 CL2454'WATER VALVE, FLUSH WITH GROUND.  REFERENCE MARKS 3 AND 4 ALSO
 CL2454'RECOVERED GOOD, TIES TO THEM ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1681 ***********************************************************************
 BS1681  CBN         -  This is a Cooperative Base Network Control Station.
 BS1681  PACS        -  This is a Primary Airport Control Station.
 BS1681  DESIGNATION -  ALMA
 BS1681  PID         -  BS1681
 BS1681  STATE/COUNTY-  GA/BACON
 BS1681  USGS QUAD   -  SESSOMS (1988)
 BS1681
 BS1681                         *CURRENT SURVEY CONTROL
 BS1681  ___________________________________________________________________
 BS1681* NAD 83(1994)-  31 32 31.12978(N)    082 30 33.66187(W)     ADJUSTED  
 BS1681* NAVD 88     -        60.40   (meters)     198.2    (feet)  GPS OBS   
 BS1681  ___________________________________________________________________
 BS1681  X           -     709,289.974 (meters)                     COMP
 BS1681  Y           -  -5,394,394.921 (meters)                     COMP
 BS1681  Z           -   3,317,271.872 (meters)                     COMP
 BS1681  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 BS1681  ELLIP HEIGHT-          32.37  (meters)          (03/09/95) GPS OBS
 BS1681  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BS1681
 BS1681  HORZ ORDER  -  B
 BS1681  ELLP ORDER  -  FIRST     CLASS I
 BS1681
 BS1681.This mark is at Bacon County Airport (AMG)
 BS1681
 BS1681.The horizontal coordinates were established by GPS observations
 BS1681.and adjusted by the National Geodetic Survey in March 1995..
 BS1681
 BS1681.The orthometric height was determined by GPS observations and a
 BS1681.high-resolution geoid model.
 BS1681
 BS1681.GPS derived orthometric heights for airport stations designated as
 BS1681.PACS or SACS are published to 2 decimal places.  This maintains
 BS1681.centimeter relative accuracy between the PACS and SACS.  It does
 BS1681.not indicate centimeter accuracy relative to other marks which are
 BS1681.part of the NAVD 88 network.
 BS1681
 BS1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1681
 BS1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1681
 BS1681.The ellipsoidal height was determined by GPS observations
 BS1681.and is referenced to NAD 83.
 BS1681
 BS1681.The geoid height was determined by GEOID03.
 BS1681
 BS1681;                    North         East     Units Scale Factor Converg.
 BS1681;SPC GA E     -   170,986.353   167,461.959   MT  0.99991305   -0 10 45.4
 BS1681;SPC GA E     -   560,977.73    549,414.78   sFT  0.99991305   -0 10 45.4
 BS1681;UTM  17      - 3,490,656.894   356,722.075   MT  0.99985320   -0 47 23.0
 BS1681
 BS1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1681!SPC GA E     -   0.99999492  x   0.99991305  =   0.99990797
 BS1681!UTM  17      -   0.99999492  x   0.99985320  =   0.99984812
 BS1681
 BS1681:                Primary Azimuth Mark                     Grid Az
 BS1681:SPC GA E     -  ALMA AZ MK                               166 41 51.1
 BS1681:UTM  17      -  ALMA AZ MK                               167 18 28.7
 BS1681
 BS1681|---------------------------------------------------------------------|
 BS1681| PID    Reference Object                     Distance      Geod. Az  |
 BS1681|                                                           dddmmss.s |
 BS1681| BS1684 ALMA AZ MK                          APPROX. 0.6 KM 1663105.7 |
 BS1681|---------------------------------------------------------------------|
 BS1681
 BS1681                          SUPERSEDED SURVEY CONTROL
 BS1681
 BS1681  NAD 83(1986)-  31 32 31.14034(N)    082 30 33.66952(W) AD(       ) 3
 BS1681  NGVD 29 (09/27/88)   60.5    (m)          198.     (f) GPS OBS        
 BS1681
 BS1681.Superseded values are not recommended for survey control.
 BS1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1681.See file dsdata.txt to determine how the superseded data were derived.
 BS1681
 BS1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ5672290657(NAD 83)
 BS1681_MARKER: DH = HORIZONTAL CONTROL DISK
 BS1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1681_STAMPING: ALMA 1985
 BS1681_MARK LOGO: NGS   
 BS1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1681+STABILITY: SURFACE MOTION
 BS1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1681+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 BS1681
 BS1681  HISTORY     - Date     Condition        Report By
 BS1681  HISTORY     - 1985     MONUMENTED       NGS
 BS1681  HISTORY     - 19940407 GOOD             NGS
 BS1681  HISTORY     - 19980730 GOOD             NGS
 BS1681  HISTORY     - 20030421 GOOD             GADT
 BS1681
 BS1681                          STATION DESCRIPTION
 BS1681
 BS1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (AJL)
 BS1681'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST OF ALMA,
 BS1681'0.3 KM (0.2 MI) SOUTH OF STATE HIGHWAY 32, AT THE BACON COUNTY
 BS1681'AIRPORT, IN A GRASS STRIP BETWEEN THE TAXIWAY AND SINGLE RUNWAY, AT
 BS1681'SITE OF NOW REMOVED WINDSOCK.
 BS1681'OWNERSHIP--BACON COUNTY, C/O AIRPORT MANAGER NORRIS TANNER, BACON
 BS1681'COUNTY COURTHOUSE, ALMA GA 31518.  PHONE (912) 632-7915.
 BS1681'
 BS1681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 23,
 BS1681'AND STATE HIGHWAY 32 IN ALMA, GO WEST FOR 0.91 KM (0.55 MI) ON
 BS1681'HIGHWAY 32 TO A T-JUNCTION.
 BS1681'TURN LEFT AND GO WEST FOR 3.55 KM (2.2 MI) ON HIGHWAY 32 TO A PAVED
 BS1681'ROAD LEFT (WILL BE NEW ENTRANCE).  TURN LEFT AND GO SOUTH FOR 0.29
 BS1681'KM (0.2 MI) TO THE AIRPORT BUILDING.  TURN RIGHT AND GO NORTHWEST
 BS1681'FOR 0.1 KM (0.05 MI) ON ROAD TO THE STATION ON THE LEFT.
 BS1681'
 BS1681'THE STATION IS A STANDARD NGS DISK
 BS1681'STAMPED---ALMA 1985---,
 BS1681'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1681'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1681'16.4 METERS (53.8 FT) SOUTHWEST FROM THE ROAD CENTER,
 BS1681'26.5 METERS (86.9 FT) NORTHEAST FROM THE TAXIWAY CENTER,
 BS1681'0.7 METERS (2.3 FT) SOUTH FROM THE SOUTH CORNER OF THE CONCRETE PAD,
 BS1681'0.2 METERS (0.7 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, AND
 BS1681'23.3 METERS (76.4 FT) EAST FROM THE JUNCTION OF TAXIWAY AND RING OF
 BS1681'CONCRETE SLABS.
 BS1681'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BS1681'STAMPED---ALMA 1985---,
 BS1681'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BS1681'
 BS1681'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BS1681
 BS1681                          STATION RECOVERY (1994)
 BS1681
 BS1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 BS1681'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI)  WEST OF ALMA, 0.3 KM
 BS1681'(0.20 MI)  SOUTH OF STATE HIGHWAY 32, AT THE BACON COUNTY AIRPORT, IN
 BS1681'A GRASS STRIP BETWEEN THE TAXIWAY AND SINGLE RUNWAY, AT SITE OF NOW
 BS1681'REMOVED WINDSOCK.  OWNERSHIP--BACON COUNTY, C/O AIRPORT MANAGER NORRIS
 BS1681'TANNER, BACON COUNTY COURTHOUSE, ALMA GA 31518.  PHONE (912) 632-7915.
 BS1681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 23, AND
 BS1681'STATE HIGHWAY 32 IN ALMA, GO WEST FOR 0.91 KM (0.55 MI) ON HIGHWAY 32
 BS1681'TO A T-JUNCTION, TURN LEFT AND GO WEST FOR 3.55 KM (2.20 MI) ON
 BS1681'HIGHWAY 32 TO A PAVED ROAD LEFT (WILL BE NEW ENTRANCE), TURN LEFT AND
 BS1681'GO SOUTH FOR 0.29 KM (0.20 MI) TO THE AIRPORT BUILDING, TURN RIGHT AND
 BS1681'GO NORTHWEST FOR 0.1 KM (0.05 MI) ON ROAD TO THE STATION ON THE LEFT.
 BS1681'THE STATION IS FLUSH WITH GROUND.  LOCATED 26.5 M (86.9 FT) NORTHEAST
 BS1681'FROM THE TAXIWAY CENTER, 23.3 M (76.4 FT) EAST FROM THE JUNCTION OF
 BS1681'TAXIWAY AND RING OF CONCRETE SLABS, 16.4 M (53.8 FT) SOUTHWEST FROM
 BS1681'THE ROAD CENTER, 0.7 M (2.3 FT) SOUTH FROM THE SOUTH CORNER OF THE
 BS1681'CONCRETE PAD AND 0.2 M (0.7 FT) NORTHWEST FROM A FIBERGLASS WITNESS
 BS1681'POST.
 BS1681
 BS1681                          STATION RECOVERY (1998)
 BS1681
 BS1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BS1681'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) EAST OF NICHOLLS, 0.9
 BS1681'KM (0.55 MI) WEST OF ALMA AND AT THE ALMA-BACON COUNTY AIRPORT.
 BS1681'OWNERSHIP--BACON COUNTY, BACON COUNTY COURTHOUSE, ALMA, GA 31518.
 BS1681'AIRPORT MANAGER IS GLOVER SCOTT, PHONE (912) 632-4794.  THIS STATION
 BS1681'IS ACCESSIBLE FROM THE ENTRANCE ROAD.  TO REACH FROM THE JUNCTION OF
 BS1681'US HIGHWAYS 1/23 AND STATE HIGHWAY 32 IN ALMA, GO WEST, THEN NORTH
 BS1681'FOLLOWING STATE HIGHWAY 32 FOR 1.0 KM (0.60 MI) TO A T-JUNCTION. TURN
 BS1681'LEFT AND GO WESTERLY ON STATE HIGHWAY 32 FOR 3.9 KM (2.40 MI) TO A
 BS1681'PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD
 BS1681'FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 BS1681'INTO THE TOP OF A 0.3 M (1.0 FT) IN DIAMETER CONCRETE MONUMENT FLUSH
 BS1681'WITH THE GROUND.  IT IS 28.0 M (91.9 FT) NORTH OF A TAXIWAY LIGHT WITH
 BS1681'A CONCRETE PAD, 26.4 M (86.6 FT) EAST-NORTHEAST OF THE PARALLEL
 BS1681'TAXIWAY CENTERLINE, 17.6 M (57.7 FT) EAST OF A TAXIWAY LIGHT, 16.4M
 BS1681'WEST-SOUTHWEST OF THE ENTRANCE ROAD CENTERLINE, 0.7 M (2.3 FT) SOUTH
 BS1681'OF THE SOUTH CORNER OF A SQUARE CONCRETE PAD THAT WAS PART OF A OLD
 BS1681'SEGMENTED CIRCLE AND 21.3 CM NORTHWEST OF A WITNESS POST.  THIS
 BS1681'STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION (PACS) .
 BS1681
 BS1681                          STATION RECOVERY (2003)
 BS1681
 BS1681'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BS1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1684 ***********************************************************************
 BS1684  SACS        -  This is a Secondary Airport Control Station.
 BS1684  DESIGNATION -  ALMA AZ MK
 BS1684  PID         -  BS1684
 BS1684  STATE/COUNTY-  GA/BACON
 BS1684  USGS QUAD   -  SESSOMS (1988)
 BS1684
 BS1684                         *CURRENT SURVEY CONTROL
 BS1684  ___________________________________________________________________
 BS1684* NAD 83(1994)-  31 32 12.34401(N)    082 30 28.40343(W)     ADJUSTED  
 BS1684* NAVD 88     -        59.25   (meters)     194.4    (feet)  GPS OBS   
 BS1684  ___________________________________________________________________
 BS1684  X           -     709,466.832 (meters)                     COMP
 BS1684  Y           -  -5,394,675.937 (meters)                     COMP
 BS1684  Z           -   3,316,778.142 (meters)                     COMP
 BS1684  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 BS1684  ELLIP HEIGHT-          31.22  (meters)          (03/29/00) GPS OBS
 BS1684  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BS1684
 BS1684  HORZ ORDER  -  FIRST
 BS1684  ELLP ORDER  -  FOURTH    CLASS I
 BS1684
 BS1684.This mark is at Bacon County Airport (AMG)
 BS1684
 BS1684.The horizontal coordinates were established by GPS observations
 BS1684.and adjusted by the National Geodetic Survey in March 2000..
 BS1684
 BS1684.The orthometric height was determined by GPS observations and a
 BS1684.high-resolution geoid model.
 BS1684
 BS1684.GPS derived orthometric heights for airport stations designated as
 BS1684.PACS or SACS are published to 2 decimal places.  This maintains
 BS1684.centimeter relative accuracy between the PACS and SACS.  It does
 BS1684.not indicate centimeter accuracy relative to other marks which are
 BS1684.part of the NAVD 88 network.
 BS1684
 BS1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1684
 BS1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1684
 BS1684.The ellipsoidal height was determined by GPS observations
 BS1684.and is referenced to NAD 83.
 BS1684
 BS1684.The geoid height was determined by GEOID03.
 BS1684
 BS1684;                    North         East     Units Scale Factor Converg.
 BS1684;SPC GA E     -   170,407.377   167,598.850   MT  0.99991294   -0 10 42.5
 BS1684;SPC GA E     -   559,078.20    549,863.89   sFT  0.99991294   -0 10 42.5
 BS1684;UTM  17      - 3,490,076.528   356,852.782   MT  0.99985273   -0 47 19.8
 BS1684
 BS1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1684!SPC GA E     -   0.99999510  x   0.99991294  =   0.99990804
 BS1684!UTM  17      -   0.99999510  x   0.99985273  =   0.99984783
 BS1684
 BS1684:                Primary Azimuth Mark                     Grid Az
 BS1684:SPC GA E     -  ALMA                                     346 41 50.9
 BS1684:UTM  17      -  ALMA                                     347 18 28.2
 BS1684
 BS1684|---------------------------------------------------------------------|
 BS1684| PID    Reference Object                     Distance      Geod. Az  |
 BS1684|                                                           dddmmss.s |
 BS1684| BS1681 ALMA                                APPROX. 0.6 KM 3463108.4 |
 BS1684|---------------------------------------------------------------------|
 BS1684
 BS1684                          SUPERSEDED SURVEY CONTROL
 BS1684
 BS1684  NAD 83(1994)-  31 32 12.34415(N)    082 30 28.40602(W) AD(       ) 3
 BS1684  ELLIP H (09/03/97)   31.19   (m)                       GP(       ) 4 2
 BS1684  NAD 83(1986)-  31 32 12.35470(N)    082 30 28.41411(W) AD(       ) 3
 BS1684  NGVD 29 (09/27/88)   59.3    (m)          195.     (f) GPS OBS        
 BS1684
 BS1684.Superseded values are not recommended for survey control.
 BS1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1684.See file dsdata.txt to determine how the superseded data were derived.
 BS1684
 BS1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ5685390077(NAD 83)
 BS1684_MARKER: DZ = AZIMUTH MARK DISK
 BS1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1684_STAMPING: ALMA 1985
 BS1684_MARK LOGO: NGS   
 BS1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1684+STABILITY: SURFACE MOTION
 BS1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1684+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 BS1684
 BS1684  HISTORY     - Date     Condition        Report By
 BS1684  HISTORY     - 1985     MONUMENTED       NGS
 BS1684  HISTORY     - 19980730 GOOD             NGS
 BS1684  HISTORY     - 20031203 GOOD             GADT
 BS1684
 BS1684                          STATION DESCRIPTION
 BS1684
 BS1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (AJL)
 BS1684'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 BS1684'WEST OF ALMA, AT THE BACON COUNTY AIRPORT, AT A CROSSROAD AT THE
 BS1684'VOR BUILDING.
 BS1684'OWNERSHIP--BACON COUNTY, C/O AIRPORT MANAGER NORRIS TANNER, BACON
 BS1684'COUNTY COURTHOUSE, ALMA GA 31518.  PHONE (912) 632-7915.
 BS1684'
 BS1684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 23
 BS1684'AND STATE HIGHWAY 32 IN ALMA, GO WEST FOR 0.91 KM (0.55 MI) ON
 BS1684'HIGHWAY 32 TO A T-JUNCTION.
 BS1684'TURN LEFT AND GO WEST FOR 3.55 KM (2.2 MI) ON HIGHWAY 32 TO A PAVED
 BS1684'ROAD LEFT (WILL BE NEW ENTRANCE ROAD).  TURN LEFT AND GO SOUTH FOR
 BS1684'0.29 KM (0.2 MI) TO THE AIRPORT BUILDING.  TURN RIGHT AND GO
 BS1684'NORTHWEST FOR 0.1 KM (0.05 MI) ON ROAD TO STATION ALMA ON THE LEFT.
 BS1684'CONTINUE AHEAD 20 METERS, THEN BEAR LEFT AND GO WESTERLY FOR 0.17
 BS1684'KM (0.1 MI) ON TRACK ROAD TO A TRACK ROAD ON OTHER SIDE OF RUNWAY.
 BS1684'TURN LEFT AND GO SOUTHEAST FOR 0.64 KM (0.4 MI) TO A NARROW PAVED
 BS1684'ROAD AT VOR AND STATION.
 BS1684'
 BS1684'THE STATION IS A STANDARD NGS DISK
 BS1684'STAMPED---ALMA 1985---,
 BS1684'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1684'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1684'4.7 METERS (15.4 FT) SOUTHWEST FROM THE TRACK ROAD CENTER,
 BS1684'5.7 METERS (18.7 FT) SOUTHEAST FROM THE NARROW PAVED LANE,
 BS1684'21.9 METERS (71.9 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 BS1684'THE VOR BUILDING,
 BS1684'26.6 METERS (87.2 FT) NORTH FROM A METAL ANTENNA POLE,
 BS1684'20.9 METERS (68.6 FT) SOUTHWEST FROM THE SOUTHWEST END OF A CULVERT
 BS1684'UNDER THE LANE, AND
 BS1684'0.3 METERS (1.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 BS1684'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BS1684'STAMPED---ALMA 1985---,
 BS1684'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 BS1684'
 BS1684'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BS1684
 BS1684                          STATION RECOVERY (1998)
 BS1684
 BS1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BS1684'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) EAST OF NICHOLLS, 0.9
 BS1684'KM (0.55 MI) WEST OF ALMA AND AT THE ALMA-BACON COUNTY AIRPORT.
 BS1684'OWNERSHIP--BACON COUNTY, BACON COUNTY COURTHOUSE, ALMA, GA 31518.
 BS1684'AIRPORT MANAGER IS GLOVER SCOTT, PHONE (912) 632-4794.  TO REACH FROM
 BS1684'THE JUNCTION OF US HIGHWAYS 1/23 AND STATE HIGWAY 32 IN ALMA, GO WEST,
 BS1684'THEN NORTH FOLLOWING STATE HIGHWAY 32 FOR 1.0 KM (0.60 MI) TO A
 BS1684'T-JUNCTION.  TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 32 FOR 3.9 KM
 BS1684'(2.40 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE AIRPORT
 BS1684'ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A HANGAR JUST AHEAD AND ON THE
 BS1684'APRON.  BEAR RIGHT AND GO SOUTHWESTERLY ACROSS THE APRON THEN
 BS1684'CONNECTOR TAXIWAY FOR 0.12 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT AND
 BS1684'GO SOUTH-SOUTHWEST ON THE RUNWAY FOR 0.5 KM (0.30 MI) TO A PAVED LANE
 BS1684'ON THE RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST ON THE PAVED LANE FOR
 BS1684'0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION DISK IS SET
 BS1684'INTO THE TOP OF A 0.3 M (1.0 FT) IN DIAMETER CONCRETE MONUMENT FLUSH
 BS1684'WITH THE GROUND.  IT IS 23.7 M (77.8 FT) NORTH OF A WOODEN POLE WITH
 BS1684'OBSTRUCTION LIGHTS, 21.9 M (71.9 FT) NORTHEAST OF THE NORTHEAST CORNER
 BS1684'OF THE VOR BUILDING, 20.9 M (68.6 FT) WEST-SOUTHWEST OF THE
 BS1684'WEST-SOUTHWEST END OF A CONCRETE HEADWALL, 5.7 M (18.7 FT) SOUTHEAST
 BS1684'OF THE CENTER OF THE PAVED LANE AND 24.4 CM NORTH-NORTHEAST OF A
 BS1684'WITNESS POST AND A SMALL TREE.  NOTE--THIS STATION IS DESIGNATED A
 BS1684'SECONDARY AIRPORT CONTROL STATION (SACS) .
 BS1684
 BS1684                          STATION RECOVERY (2003)
 BS1684
 BS1684'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BS1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2168 ***********************************************************************
 CL2168  DESIGNATION -  ALMIRA AZ MK
 CL2168  PID         -  CL2168
 CL2168  STATE/COUNTY-  GA/JEFFERSON
 CL2168  USGS QUAD   -  DAVISBORO (1974)
 CL2168
 CL2168                         *CURRENT SURVEY CONTROL
 CL2168  ___________________________________________________________________
 CL2168* NAD 83(1994)-  32 58 19.68772(N)    082 31 18.60494(W)     ADJUSTED  
 CL2168* NAVD 88     -       103.9    (meters)     341.     (feet)  VERTCON   
 CL2168  ___________________________________________________________________
 CL2168  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CL2168  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CL2168
 CL2168  HORZ ORDER  -  SECOND
 CL2168
 CL2168.The horizontal coordinates were established by classical geodetic methods
 CL2168.and adjusted by the National Geodetic Survey in September 1997..
 CL2168
 CL2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2168
 CL2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2168
 CL2168.The geoid height was determined by GEOID03.
 CL2168
 CL2168;                    North         East     Units Scale Factor Converg.
 CL2168;SPC GA E     -   329,567.398   166,801.208   MT  0.99991359   -0 11 35.9
 CL2168;SPC GA E     - 1,081,255.70    547,246.96   sFT  0.99991359   -0 11 35.9
 CL2168;UTM  17      - 3,649,225.917   357,785.001   MT  0.99984938   -0 49 42.1
 CL2168
 CL2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2168!SPC GA E     -   0.99998820  x   0.99991359  =   0.99990180
 CL2168!UTM  17      -   0.99998820  x   0.99984938  =   0.99983759
 CL2168
 CL2168                          SUPERSEDED SURVEY CONTROL
 CL2168
 CL2168  NAD 83(1986)-  32 58 19.69220(N)    082 31 18.60243(W) AD(       ) 2
 CL2168  NAD 27      -  32 58 19.14327(N)    082 31 19.13363(W) AD(       ) 2
 CL2168  NGVD 29 (07/19/86)  104.1    (m)          342.     (f) VERT ANG       
 CL2168
 CL2168.Superseded values are not recommended for survey control.
 CL2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2168.See file dsdata.txt to determine how the superseded data were derived.
 CL2168
 CL2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5778549226(NAD 83)
 CL2168_MARKER: DS = TRIANGULATION STATION DISK
 CL2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2168+STABILITY: SURFACE MOTION
 CL2168
 CL2168  HISTORY     - Date     Condition        Report By
 CL2168  HISTORY     - 1977     MONUMENTED       NGS
 CL2168  HISTORY     - 1978     GOOD             NGS
 CL2168  HISTORY     - 1980     GOOD             GADT
 CL2168
 CL2168                          STATION DESCRIPTION
 CL2168
 CL2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2168'A TRAVERSE WAS MADE TO TRIANGULATION STATION ALMIRA
 CL2168'USING ELECTRONIC DISTANCE EQUIPMENT.
 CL2168'
 CL2168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 231
 CL2168'AND 24 IN DAVISBORO, GO EAST ON STATE HIGHWAY 24 FOR 3.95 MILES
 CL2168'TO THE WASHINGTON-JEFFERSON COUNTY LINE. CONTINUE EAST ON STATE
 CL2168'HIGHWAY 24 FOR 1.30 MILES TO THE MARK ON THE RIGHT.
 CL2168'
 CL2168'THE AZIMUTH MARK, STAMPED---ALMIRA 1977---, IS A STANDARD DISK
 CL2168'SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CL2168'IS FLUSH WITH THE GROUND SURFACE. IT IS 49 FEET SOUTH OF THE
 CL2168'CENTERLINE OF STATE HIGHWAY 24, 3.6 FEET NORTH OF A POWER
 CL2168'POLE AND FENCELINE, AND 2.6 FEET NORTH OF A METAL WITNESS POST.
 CL2168
 CL2168                          STATION RECOVERY (1978)
 CL2168
 CL2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL2168'THE STATION MARK WAS RECOVERED AS DESCRIBED.
 CL2168'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF
 CL2168'RIDDLEVILLE, 7 MILES NORTH-NORTHWEST OF BARTOW, 5 MILES EAST OF
 CL2168'DAVISBORO AND ON STATE RIGHT-OF-WAY PROPERTY.
 CL2168'
 CL2168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 231 AND
 CL2168'24 IN DAVISBORO, GO EAST ON STATE HIGHWAY 24 FOR 3.95 MILES TO
 CL2168'THE WASHINGTON-JEFFERSON COUNTY LINE.  CONTINUE EAST ON STATE
 CL2168'HIGHWAY 24 FOR 1.30 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 CL2168'
 CL2168'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CL2168'STAMPED---ALMIRA 1977---,
 CL2168'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2168'FLUSH WITH GROUND.  IT IS LOCATED
 CL2168'49 FEET SOUTH FROM THE CENTER OF HIGHWAY 24, 48.6 FEET
 CL2168'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 3.9 FEET
 CL2168'NORTHEAST OF A UTILITY POLE WITH TRANSFORMER AND 2.8 FEET
 CL2168'NORTHEAST OF A METAL WITNESS POST AND A FENCE.
 CL2168'
 CL2168'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS NO
 CL2168'REFERENCE MARKS ESTABLISHED TO THIS STATION.
 CL2168'
 CL2168'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 00.0 METERS.
 CL2168'
 CL2168'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALMIRA
 CL2168'1977, USING ELECTRONIC DISTANCE EQUIPMENT IN 1977 WHEN STATION
 CL2168'WAS ESTABLISHED.
 CL2168
 CL2168                          STATION RECOVERY (1980)
 CL2168
 CL2168'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 CL2168'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  A NEW
 CL2168'DESCRIPTION FOLLOWS.
 CL2168'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) WEST-SOUTHWEST OF
 CL2168'LOUISVILLE, 11.2 KM (7 MI) NORTH-NORTHWEST OF BARTOW, AND 16 KM
 CL2168'(10 MI) NORTHWEST OF WADLEY.
 CL2168'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CL2168'
 CL2168'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND
 CL2168'STATE ROUTE 24 IN DAVISBORO, GO EAST ALONG STATE ROUTE 24 FOR
 CL2168'6.35 KM (3.95 MI) TO THE WASHINGTON-JEFFERSON COUNTY LINE.
 CL2168'CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 2.1 KM (1.3 MI) TO
 CL2168'THE STATION ON THE RIGHT.
 CL2168'
 CL2168'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL2168'STAMPED---ALMIRA 1977---,
 CL2168'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CL2168'FLUSH WITH GROUND.  IT IS LOCATED
 CL2168'14.93 METERS (49.00 FT) SOUTH FROM THE CENTERLINE OF STATE
 CL2168'ROUTE 24,
 CL2168'14.78 METERS (48.50 FT) NORTHEAST FROM THE NORTHEAST CORNER
 CL2168'OF AN OLD SHED,
 CL2168'1.25 METERS (4.100 FT) NORTHEAST FROM A FENCE CORNER,
 CL2168'1.21 METERS (4.000 FT) NORTH FROM A POWER POLE WITH A TRANSFORMER,
 CL2168'0.82 METER (2.700 FT) NORTH FROM A FENCELINE, AND
 CL2168'0.82 METER (2.700 FT) NORTHEAST FROM A WITNESS POST.
 CL2168'
 CL2168'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 CL2168'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1700 ***********************************************************************
 EE1700  DESIGNATION -  ALPHA
 EE1700  PID         -  EE1700
 EE1700  STATE/COUNTY-  GA/FULTON
 EE1700  USGS QUAD   -  ROSWELL (1992)
 EE1700
 EE1700                         *CURRENT SURVEY CONTROL
 EE1700  ___________________________________________________________________
 EE1700* NAD 83(1994)-  34 04 20.13756(N)    084 15 44.34590(W)     ADJUSTED  
 EE1700* NAVD 88     -       378.1    (meters)    1240.     (feet)  VERTCON   
 EE1700  ___________________________________________________________________
 EE1700  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 EE1700  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1700
 EE1700  HORZ ORDER  -  FIRST
 EE1700
 EE1700.The horizontal coordinates were established by classical geodetic methods
 EE1700.and adjusted by the National Geodetic Survey in September 1997..
 EE1700
 EE1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1700
 EE1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1700
 EE1700.The geoid height was determined by GEOID03.
 EE1700
 EE1700;                    North         East     Units Scale Factor Converg.
 EE1700;SPC GA W     -   451,522.363   691,171.615   MT  0.99990096   -0 03 12.9
 EE1700;SPC GA W     - 1,481,369.62  2,267,618.87   sFT  0.99990096   -0 03 12.9
 EE1700;UTM  16      - 3,773,551.136   752,640.763   MT  1.00038688   +1 32 04.4
 EE1700
 EE1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1700!SPC GA W     -   0.99994530  x   0.99990096  =   0.99984626
 EE1700!UTM  16      -   0.99994530  x   1.00038688  =   1.00033216
 EE1700
 EE1700|---------------------------------------------------------------------|
 EE1700| PID    Reference Object                     Distance      Geod. Az  |
 EE1700|                                                           dddmmss.s |
 EE1700| CZ4241 ALPHA RM 1                           14.547 METERS 01048     |
 EE1700| EE1698 ALPHARETTA COUNTY STANDPIPE          13.419 METERS 07503     |
 EE1700| CZ4242 ALPHA RM 2                           20.616 METERS 11206     |
 EE1700| CZ4243 ALPHA RM 3                                         2475142.2 |
 EE1700|---------------------------------------------------------------------|
 EE1700
 EE1700                          SUPERSEDED SURVEY CONTROL
 EE1700
 EE1700  NAD 83(1986)-  34 04 20.14328(N)    084 15 44.34650(W) AD(       ) 1
 EE1700  NAD 27      -  34 04 19.78944(N)    084 15 44.62732(W) AD(       ) 1
 EE1700  NGVD 29 (07/19/86)  378.0    (m)         1240.     (f) VERT ANG       
 EE1700
 EE1700.Superseded values are not recommended for survey control.
 EE1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1700.See file dsdata.txt to determine how the superseded data were derived.
 EE1700
 EE1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5264173551(NAD 83)
 EE1700_MARKER: DH = HORIZONTAL CONTROL DISK
 EE1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1700_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 EE1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1700+STABILITY: SURFACE MOTION
 EE1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1700+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 EE1700
 EE1700  HISTORY     - Date     Condition        Report By
 EE1700  HISTORY     - 1973     MONUMENTED       NGS
 EE1700  HISTORY     - 19930328 GOOD             NGS
 EE1700  HISTORY     - 20030803 GOOD             WOOLPT
 EE1700
 EE1700                          STATION DESCRIPTION
 EE1700
 EE1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 EE1700'RM 1 TO RM 2 BLOCKED BY STANDPIPE.
 EE1700'
 EE1700'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF DULUTH, 2.5
 EE1700'MILES SOUTHWEST OF THE FORSYTH-FULTON COUNTY LINE, 1.75 MILES
 EE1700'EAST-SOUTHEAST OF ALPHARETTA, AT THE SITE OF THE ALPHARETTA FULTON
 EE1700'COUNTY STANDPIPE AND ON COUNTY OWNED PROPERTY.
 EE1700'
 EE1700'TO REACH FROM THE ALPHARETTA TOWN OFFICE BUILDING, GO SOUTH ON
 EE1700'U.S. HIGHWAY 19 FOR 0.25 MILE TO STATE ROUTE 120 ON THE LEFT.  TURN
 EE1700'LEFT AND GO EAST ON ROUTE 120 FOR 1.35 MILES TO REFERENCE MARK 3 ON
 EE1700'THE LEFT AT THE WEST END OF STATE ROUTE 400 OVERPASS.  CONTINUE
 EE1700'EAST ON ROUTE 120 FOR 0.7 MILE TO A DIRT ROAD ON THE LEFT, JUST
 EE1700'AFTER PASSING MORRIS ROAD ON THE RIGHT.  TURN LEFT AND GO
 EE1700'NORTHEAST ON DIRT ROAD FOR 0.2 MILE TO A ROAD LEFT.  TURN LEFT
 EE1700'AND GO NORTHWEST, UPHILL, ON A DIRT ROAD FOR 0.3 MILE TO A FENCED
 EE1700'ENCLOSURE AT THE STANDPIPE AND THE STATION AS DESCRIBED.
 EE1700'
 EE1700'THE STATION MARKS ARE STANDARD DISKS STAMPED ALPHA 1973.  THE
 EE1700'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1700'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET
 EE1700'NORTHWEST OF THE WEST GATE POST, 21.75 FEET WEST-SOUTHWEST OF THE
 EE1700'EDGE OF THE STANDPIPE AND 8.4 FEET EAST OF THE FENCE.  THE
 EE1700'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 EE1700'CONCRETE ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 EE1700'
 EE1700'REFERENCE MARK 1, A STANDARD DISK STAMPED ALPHA NO 1 1973, IS
 EE1700'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 6 X 10 FOOT
 EE1700'CONCRETE, WATER VALVE, CASING.  IT IS 26 FEET NORTHWEST OF THE
 EE1700'STANDPIPE LADDER AND 23 FEET EAST-SOUTHEAST OF THE NORTHWEST FENCE
 EE1700'CORNER.
 EE1700'
 EE1700'REFERENCE MARK 2, A STANDARD DISK STAMPED ALPHA NO 2 1973, IS SET
 EE1700'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 EE1700'FLUSH WITH THE GROUND SURFACE.  IT IS 30.3 FEET EAST OF THE EAST
 EE1700'GATE POST, 19.7 FEET SOUTHEAST OF THE EDGE OF THE STANDPIPE, 19.4
 EE1700'FEET WEST OF THE SOUTHEAST FENCE CORNER AND 0.6 FOOT NORTH OF THE
 EE1700'FENCE.
 EE1700'
 EE1700'REFERENCE MARK 3, A STANDARD DISK STAMPED ALPHA NO 3 1973, IS
 EE1700'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB OVER A STORM SEWER.  IT
 EE1700'IS 30.5 FEET NORTH OF THE CENTERLINE OF ROUTE 120, 9.5 FEET
 EE1700'SOUTHWEST OF A METAL WITNESS POST AT WEST END OF A GUARDRAIL,
 EE1700'11 FEET EAST OF A CONCRETE CURB AND 2.5 FEET NORTHWEST OF THE
 EE1700'CENTER OF A MANHOLE COVER.
 EE1700'
 EE1700'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 EE1700
 EE1700                          STATION RECOVERY (1993)
 EE1700
 EE1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 EE1700'STATION IS REACHED NOW OFF PRESTON RIDGE ROAD.  CLIMB THE HILL AND HOP
 EE1700'FENCE OR OBTAIN KEY FOR LOCKED GATE TO DRIVE UP GRAVEL ROAD WHICH
 EE1700'STARTS AT INTERSECTION WITH STOPLIGHT SOUTHWEST OF WATER TANKS.  THE
 EE1700'TELEPHONE NUMBER FOR FULTON COUNTY WATER WORKS IS 475-5222.
 EE1700
 EE1700                          STATION RECOVERY (2003)
 EE1700
 EE1700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RA)
 EE1700'WITHIN GATED AREA, CONTACT FULTON CO. GA. WATER DEPARTMENT FOR KEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1698 ***********************************************************************
 EE1698  DESIGNATION -  ALPHARETTA COUNTY STANDPIPE
 EE1698  PID         -  EE1698
 EE1698  STATE/COUNTY-  GA/FULTON
 EE1698  USGS QUAD   -  ROSWELL (1992)
 EE1698
 EE1698                         *CURRENT SURVEY CONTROL
 EE1698  ___________________________________________________________________
 EE1698* NAD 83(1994)-  34 04 20.24995(N)    084 15 43.84029(W)     ADJUSTED  
 EE1698* NAVD 88     -                                                        
 EE1698  ___________________________________________________________________
 EE1698  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EE1698  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1698
 EE1698  HORZ ORDER  -  THIRD
 EE1698
 EE1698.The horizontal coordinates were established by classical geodetic methods
 EE1698.and adjusted by the National Geodetic Survey in September 1997..
 EE1698
 EE1698
 EE1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1698
 EE1698.The geoid height was determined by GEOID03.
 EE1698
 EE1698;                    North         East     Units Scale Factor Converg.
 EE1698;SPC GA W     -   451,525.814   691,184.581   MT  0.99990096   -0 03 12.6
 EE1698;SPC GA W     - 1,481,380.94  2,267,661.41   sFT  0.99990096   -0 03 12.6
 EE1698;UTM  16      - 3,773,554.946   752,653.635   MT  1.00038696   +1 32 04.7
 EE1698
 EE1698                          SUPERSEDED SURVEY CONTROL
 EE1698
 EE1698  NAD 83(1986)-  34 04 20.25565(N)    084 15 43.84092(W) AD(       ) 4
 EE1698  NAD 27      -  34 04 19.90185(N)    084 15 44.12167(W) AD(       ) 3
 EE1698
 EE1698.Superseded values are not recommended for survey control.
 EE1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1698.See file dsdata.txt to determine how the superseded data were derived.
 EE1698
 EE1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5265473555(NAD 83)
 EE1698_MARKER: 52 = STANDPIPE TANK
 EE1698
 EE1698  HISTORY     - Date     Condition        Report By
 EE1698  HISTORY     - 1973     FIRST OBSERVED   NGS
 EE1698  HISTORY     - 20021103 GOOD             GEOCAC
 EE1698
 EE1698                          STATION DESCRIPTION
 EE1698
 EE1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 EE1698'THE ALPHARETTA FULTON COUNTY STANDPIPE IS LOCATED 2.5 MILES
 EE1698'SOUTHWEST OF THE FORSYTH-FULTON COUNTY LINE, 1.75 MILES
 EE1698'EAST-SOUTHEAST OF ALPHARETTA, IN A FENCED ENCLOSURE, ON COUNTY
 EE1698'PROPERTY, AT THE SITE OF TRIANGULATION STATION ALPHA.
 EE1698'
 EE1698'TO REACH THE STATION FROM THE ALPHARETTA TOWN OFFICE BUILDING, GO
 EE1698'SOUTH ON U.S. HIGHWAY 19 FOR 0.25 MILE TO STATE HIGHWAY 120 ON THE
 EE1698'LEFT.  TURN LEFT AND GO EAST ON HIGHWAY 120 FOR 1.4 MILES TO THE
 EE1698'OVERPASS OVER STATE HIGHWAY 400.  CONTINUE EAST ON HIGHWAY 120 FOR
 EE1698'0.7 MILE TO A DIRT ROAD ON THE LEFT, JUST AFTER PASSING MORRIS
 EE1698'ROAD ON THE RIGHT.  TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD
 EE1698'FOR 0.2 MILE TO A ROAD LEFT.  TURN LEFT AND GO NORTHWEST,
 EE1698'UPHILL, ON A DIRT ROAD FOR 0.3 MILE TO HIGH GROUND AND THE
 EE1698'STANDPIPE.
 EE1698'
 EE1698'THE STATION IS ABOUT 45 FEET HIGH, PAINTED LIGHT GREEN, WITH THE
 EE1698'LEGEND FULTON COUNTY ON THE SIDE.
 EE1698'
 EE1698'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 EE1698'
 EE1698'A TRAVERSE TIE WAS MADE TO ALPHA, THE DISTANCE BEING 44.0 FEET,
 EE1698'(13.41 METERS).
 EE1698
 EE1698                          STATION RECOVERY (2002)
 EE1698
 EE1698'RECOVERY NOTE BY GEOCACHING 2002 (JMS)
 EE1698'ACCESS IS NOW DIRECTLY OFF OF PRESTON RIDGE ROAD.  EITHER THROUGH DIRT
 EE1698'PATH UPHILL OR FROM THE EAST SIDE OF THE PRESTON RIDGE IV PARKING LOT
 EE1698'(3440 PRESTON RIDGE ROAD), WHICH IS TO THE WEST OF THE DIRT PATH.
 EE1698'ADDITIONAL STANDPIPE IS AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1696 ***********************************************************************
 EE1696  DESIGNATION -  ALPHARETTA MUN TANK
 EE1696  PID         -  EE1696
 EE1696  STATE/COUNTY-  GA/FULTON
 EE1696  USGS QUAD   -  ROSWELL (1992)
 EE1696
 EE1696                         *CURRENT SURVEY CONTROL
 EE1696  ___________________________________________________________________
 EE1696* NAD 83(1994)-  34 04 27.85560(N)    084 17 42.80870(W)     ADJUSTED  
 EE1696* NAVD 88     -                                                        
 EE1696  ___________________________________________________________________
 EE1696  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EE1696  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1696
 EE1696  HORZ ORDER  -  THIRD
 EE1696
 EE1696.The horizontal coordinates were established by classical geodetic methods
 EE1696.and adjusted by the National Geodetic Survey in September 1997..
 EE1696.No horizontal observational check was made to the station.
 EE1696
 EE1696
 EE1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1696
 EE1696.The geoid height was determined by GEOID03.
 EE1696
 EE1696;                    North         East     Units Scale Factor Converg.
 EE1696;SPC GA W     -   451,763.478   688,134.747   MT  0.99990173   -0 04 19.3
 EE1696;SPC GA W     - 1,482,160.68  2,257,655.42   sFT  0.99990173   -0 04 19.3
 EE1696;UTM  16      - 3,773,708.065   749,596.931   MT  1.00036803   +1 30 58.3
 EE1696
 EE1696                          SUPERSEDED SURVEY CONTROL
 EE1696
 EE1696  NAD 83(1986)-  34 04 27.86137(N)    084 17 42.80939(W) AD(       ) 4
 EE1696  NAD 27      -  34 04 27.50758(N)    084 17 43.08718(W) AD(       ) 3
 EE1696
 EE1696.Superseded values are not recommended for survey control.
 EE1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1696.See file dsdata.txt to determine how the superseded data were derived.
 EE1696
 EE1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4959773708(NAD 83)
 EE1696_MARKER: 53 = ELEVATED TANK
 EE1696
 EE1696  HISTORY     - Date     Condition        Report By
 EE1696  HISTORY     - 1973     FIRST OBSERVED   NGS
 EE1696  HISTORY     - 20021103 MARK NOT FOUND   GEOCAC
 EE1696
 EE1696                          STATION DESCRIPTION
 EE1696
 EE1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 EE1696'THE STATION IS THE APEX OF VENT AT THE TOP AND CENTER OF THE
 EE1696'ALPHARETTA MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 EE1696'AND DOME SHAPED TOP AND BOTTOM, SUPPORTED BY FOUR TRUSS-WORK STEEL
 EE1696'LEGS.  IT IS PAINTED SILVER AND IS 120 FEET HIGH.
 EE1696'
 EE1696'STATION IS LOCATED NEAR THE CENTER OF ALPHARETTA, 177 FEET WEST
 EE1696'OF U.S. HIGHWAY 19 AND 127 FEET SOUTH OF JONES AVE.
 EE1696
 EE1696                          STATION RECOVERY (2002)
 EE1696
 EE1696'RECOVERY NOTE BY GEOCACHING 2002 (JMS)
 EE1696'TANK IS NO LONGER AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1420 ***********************************************************************
 BR1420  DESIGNATION -  ALT
 BR1420  PID         -  BR1420
 BR1420  STATE/COUNTY-  GA/GLYNN
 BR1420  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR1420
 BR1420                         *CURRENT SURVEY CONTROL
 BR1420  ___________________________________________________________________
 BR1420* NAD 83(1994)-  31 17 25.16722(N)    081 17 10.79392(W)     ADJUSTED  
 BR1420* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BR1420  ___________________________________________________________________
 BR1420  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BR1420  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 BR1420
 BR1420  HORZ ORDER  -  THIRD
 BR1420
 BR1420.The horizontal coordinates were established by classical geodetic methods
 BR1420.and adjusted by the National Geodetic Survey in September 1997..
 BR1420
 BR1420.The orthometric height was scaled from a topographic map.
 BR1420
 BR1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1420
 BR1420.The geoid height was determined by GEOID03.
 BR1420
 BR1420;                    North         East     Units Scale Factor Converg.
 BR1420;SPC GA E     -   143,369.871   283,813.098   MT  0.99998662   +0 27 26.1
 BR1420;SPC GA E     -   470,372.65    931,143.47   sFT  0.99998662   +0 27 26.1
 BR1420;UTM  17      - 3,461,813.242   472,748.159   MT  0.99960916   -0 08 55.4
 BR1420
 BR1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1420!SPC GA E     -   1.00000426  x   0.99998662  =   0.99999088
 BR1420!UTM  17      -   1.00000426  x   0.99960916  =   0.99961341
 BR1420
 BR1420:                Primary Azimuth Mark                     Grid Az
 BR1420:SPC GA E     -  SAPELO ISLAND LIGHT                      000 42 46.0
 BR1420:UTM  17      -  SAPELO ISLAND LIGHT                      001 19 07.5
 BR1420
 BR1420|---------------------------------------------------------------------|
 BR1420| PID    Reference Object                     Distance      Geod. Az  |
 BR1420|                                                           dddmmss.s |
 BR1420| BR1388 SAPELO ISLAND LIGHT                 APPROX.11.3 KM 0011012.1 |
 BR1420|---------------------------------------------------------------------|
 BR1420
 BR1420                          SUPERSEDED SURVEY CONTROL
 BR1420
 BR1420  NAD 83(1986)-  31 17 25.17976(N)    081 17 10.79790(W) AD(       ) 3
 BR1420  NAD 27      -  31 17 24.34200(N)    081 17 11.41500(W) AD(       ) 3
 BR1420
 BR1420.Superseded values are not recommended for survey control.
 BR1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1420.See file dsdata.txt to determine how the superseded data were derived.
 BR1420
 BR1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7274861813(NAD 83)
 BR1420_MARKER: Z = SEE DESCRIPTION
 BR1420_SETTING: 0 = UNSPECIFIED SETTING
 BR1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1420
 BR1420  HISTORY     - Date     Condition        Report By
 BR1420  HISTORY     - 1912     MONUMENTED       CGS
 BR1420  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1420
 BR1420                          STATION DESCRIPTION
 BR1420
 BR1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1420'NO PREVIOUS DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 BR1420'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1473 ***********************************************************************
 CL1473  DESIGNATION -  ALTA=G 20
 CL1473  PID         -  CL1473
 CL1473  STATE/COUNTY-  GA/BIBB
 CL1473  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL1473
 CL1473                         *CURRENT SURVEY CONTROL
 CL1473  ___________________________________________________________________
 CL1473* NAD 83(1994)-  32 43 49.01182(N)    083 39 55.75207(W)     ADJUSTED  
 CL1473* NAVD 88     -       116.620  (meters)     382.61   (feet)  POSTED    
 CL1473  ___________________________________________________________________
 CL1473  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CL1473  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CL1473  DYNAMIC HT  -         116.490 (meters)     382.18  (feet)  COMP
 CL1473  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CL1473
 CL1473  HORZ ORDER  -  FIRST
 CL1473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1473
 CL1473.The horizontal coordinates were established by classical geodetic methods
 CL1473.and adjusted by the National Geodetic Survey in September 1997..
 CL1473
 CL1473.The orthometric height was determined by differential leveling
 CL1473.and adjusted by the National Geodetic Survey in 1992..
 CL1473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1473.rate of 0.0 thru 1.0 mm/km.
 CL1473
 CL1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1473
 CL1473.The geoid height was determined by GEOID03.
 CL1473
 CL1473.The dynamic height is computed by dividing the NAVD 88
 CL1473.geopotential number by the normal gravity value computed on the
 CL1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1473.degrees latitude (g = 980.6199 gals.).
 CL1473
 CL1473.The modeled gravity was interpolated from observed gravity values.
 CL1473
 CL1473;                    North         East     Units Scale Factor Converg.
 CL1473;SPC GA W     -   302,803.071   746,974.422   MT  0.99992720   +0 16 15.5
 CL1473;SPC GA W     -   993,446.41  2,450,698.58   sFT  0.99992720   +0 16 15.5
 CL1473;UTM  17      - 3,624,529.465   250,208.780   MT  1.00036945   -1 26 31.0
 CL1473
 CL1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1473!SPC GA W     -   0.99998594  x   0.99992720  =   0.99991314
 CL1473!UTM  17      -   0.99998594  x   1.00036945  =   1.00035538
 CL1473
 CL1473:                Primary Azimuth Mark                     Grid Az
 CL1473:SPC GA W     -  MAUD=E 20                                026 58 57.0
 CL1473:UTM  17      -  MAUD=E 20                                028 41 43.5
 CL1473
 CL1473|---------------------------------------------------------------------|
 CL1473| PID    Reference Object                     Distance      Geod. Az  |
 CL1473|                                                           dddmmss.s |
 CL1473| CL1267 MAUD=E 20                           APPROX. 2.7 KM 0271512.5 |
 CL1473| CY7780 ALTA RM                                            09806     |
 CL1473|---------------------------------------------------------------------|
 CL1473
 CL1473                          SUPERSEDED SURVEY CONTROL
 CL1473
 CL1473  NAD 83(1986)-  32 43 49.01607(N)    083 39 55.75014(W) AD(       ) 1
 CL1473  NAD 27      -  32 43 48.50400(N)    083 39 56.08500(W) AD(       ) 1
 CL1473
 CL1473.Superseded values are not recommended for survey control.
 CL1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1473.See file dsdata.txt to determine how the superseded data were derived.
 CL1473
 CL1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5020924529(NAD 83)
 CL1473_MARKER: DS = TRIANGULATION STATION DISK
 CL1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1473
 CL1473  HISTORY     - Date     Condition        Report By
 CL1473  HISTORY     - 1917     MONUMENTED       CGS
 CL1473  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1473  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1473
 CL1473                          STATION DESCRIPTION
 CL1473
 CL1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 CL1473'ABOUT 7 MILES SOUTHWEST FROM MACON TERMINAL STATION, 1 MILE
 CL1473'SOUTHWEST OF RUTLAND, ON RANGE WITH FORWARD TANGENT OF CENTRAL
 CL1473'OF GEORGIA RAILWAY, AND 39.21 METERS (128.6 FEET) TO RIGHT
 CL1473'FROM RAIL.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 CL1473'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE
 CL1473'MARK IS STANDARD DISK IN CONCRETE, 39.21 METERS
 CL1473'(128.6 FEET) FROM STATION IN GRID AZIMUTH 277 DEG 50 MIN.
 CL1473
 CL1473                          STATION RECOVERY (1922)
 CL1473
 CL1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 CL1473'IN 1922 STATION SEARCHED FOR BUT NOT FOUND, THOUGH THERE
 CL1473'WAS NO INDICATION OF IT HAVING BEEN DESTROYED.
 CL1473
 CL1473                          STATION RECOVERY (1954)
 CL1473
 CL1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1473'THIS MARK WAS NOT LOCATED IN 1922.  THE SITE OF
 CL1473'THE MARK IS NOW A CULTIVATED FIELD PLANTED IN GRAIN.  THE
 CL1473'STATION MARK WAS NOT FOUND, AND THE REFERENCE MARK WAS NOT
 CL1473'FOUND.  IT IS BELIEVED THAT BOTH MARKS ARE DESTROYED.
 CL1473'
 CL1473'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1437 ***********************************************************************
 BR1437  DESIGNATION -  ALTAMAHA
 BR1437  PID         -  BR1437
 BR1437  STATE/COUNTY-  GA/MCINTOSH
 BR1437  USGS QUAD   -  DARIEN (1993)
 BR1437
 BR1437                         *CURRENT SURVEY CONTROL
 BR1437  ___________________________________________________________________
 BR1437* NAD 83(1994)-  31 19 57.63424(N)    081 25 12.67771(W)     ADJUSTED  
 BR1437* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1437  ___________________________________________________________________
 BR1437  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BR1437  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 BR1437
 BR1437  HORZ ORDER  -  THIRD
 BR1437
 BR1437.The horizontal coordinates were established by classical geodetic methods
 BR1437.and adjusted by the National Geodetic Survey in September 1997..
 BR1437
 BR1437.The orthometric height was scaled from a topographic map.
 BR1437
 BR1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1437
 BR1437.The geoid height was determined by GEOID03.
 BR1437
 BR1437;                    North         East     Units Scale Factor Converg.
 BR1437;SPC GA E     -   147,971.377   271,036.999   MT  0.99996222   +0 23 17.5
 BR1437;SPC GA E     -   485,469.43    889,227.22   sFT  0.99996222   +0 23 17.5
 BR1437;UTM  17      - 3,466,547.985   460,026.051   MT  0.99961971   -0 13 06.6
 BR1437
 BR1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1437!SPC GA E     -   1.00000457  x   0.99996222  =   0.99996679
 BR1437!UTM  17      -   1.00000457  x   0.99961971  =   0.99962428
 BR1437
 BR1437:                Primary Azimuth Mark                     Grid Az
 BR1437:SPC GA E     -  DARIEN TANK                              005 40 17.6
 BR1437:UTM  17      -  DARIEN TANK                              006 16 41.7
 BR1437
 BR1437|---------------------------------------------------------------------|
 BR1437| PID    Reference Object                     Distance      Geod. Az  |
 BR1437|                                                           dddmmss.s |
 BR1437| BR1446 DARIEN TANK                         APPROX. 3.5 KM 0060335.1 |
 BR1437| BR1388 SAPELO ISLAND LIGHT                 APPROX.14.6 KM 0624900.3 |
 BR1437| BR1393 SAPELO ISLAND LIGHTHOUSE OLD        APPROX.14.4 KM 0630315.7 |
 BR1437| CW4557 ALTAMAHA RM E                         6.043 METERS 09502     |
 BR1437| CW4558 ALTAMAHA RM W                         4.989 METERS 27502     |
 BR1437| BR1458 DARIEN METH CHURCH SPIRE            APPROX. 4.2 KM 3424913.0 |
 BR1437| BR1461 DARIEN EPIS CHURCH CROSS            APPROX. 4.1 KM 3434408.5 |
 BR1437|---------------------------------------------------------------------|
 BR1437
 BR1437                          SUPERSEDED SURVEY CONTROL
 BR1437
 BR1437  NAD 83(1986)-  31 19 57.64623(N)    081 25 12.68243(W) AD(       ) 3
 BR1437  NAD 27      -  31 19 56.82000(N)    081 25 13.32100(W) AD(       ) 3
 BR1437
 BR1437.Superseded values are not recommended for survey control.
 BR1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1437.See file dsdata.txt to determine how the superseded data were derived.
 BR1437
 BR1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6002666548(NAD 83)
 BR1437_MARKER: S = SPIKE
 BR1437_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BR1437_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1437
 BR1437  HISTORY     - Date     Condition        Report By
 BR1437  HISTORY     - 1906     MONUMENTED       CGS
 BR1437  HISTORY     - 1924     MARK NOT FOUND   CGS
 BR1437
 BR1437                          STATION DESCRIPTION
 BR1437
 BR1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (WHB)
 BR1437'ON BROUGHTON ISLAND ON THE S SIDE OF ALTAMAHA RIVER, ABOUT 3/8 MI. E
 BR1437'OF THE W END OF A LARGE GRASSY MARSHY ISLAND IN ALTAMAHA RIVER ABOUT
 BR1437'1 MI. E OF WOOD CUT.  THE STATION IS ON MARSHY LAND ON THE POINT AT
 BR1437'THE EASTERN END OF A LARGE BIGHT, ABOUT 100 M.  E OF A GROUP OF
 BR1437'SMALL BUSHES AND 7 M. S OF THE EMBANKMENT OF THE RIVER.  IT IS
 BR1437'MARKED BY A SPIKE EMBEDDED IN CONCRETE AT THE CENTER OF A TILE
 BR1437'WHICH PROJECTS 3 IN ABOVE THE GROUND.  A R.M., SIMILAR TO THE
 BR1437'STATION MARK, EXCEPT THAT THE SPIKE IS NEAR THE W EDGE OF THE TOP OF
 BR1437'THE TILE, IS 8 M. FROM THE RIVER BANK AND 4.989 M. (16.37 FT) FROM
 BR1437'THE STATION N 84 DEG 58 MIN W. ANOTHER REFERENCE MARK, SIMILAR
 BR1437'TO THE STATION MARK, EXCEPT THAT THE SPIKE IS NEAR THE E EDGE OF
 BR1437'THE TOP OF THE TILE, IS 8 M. FROM THE RIVER BANK AND 6.043 M. (19.83
 BR1437'FT) FROM THE STATION S 84 DEG 58 MIN E.  THE REFERENCE MARKS
 BR1437'AND THE STATION ARE IN LINE WITH EACH OTHER.  THE TANGENT TO THE W
 BR1437'END OF THE ISLAND MENTIONED ABOVE IS N 39 DEG 28 MIN W FROM
 BR1437'THE STATION AND THE TANGENT TO THE E END IS N 82 DEG 42 MIN E.
 BR1437
 BR1437                          STATION RECOVERY (1924)
 BR1437
 BR1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (FSB)
 BR1437'FOUND AS DESCRIBED, BUT STATION MARKS AND REFERENCE MARKS ARE PINE 2
 BR1437'X 4 STAKES PROJECTING 1 FT FROM THE GROUND.  NO TRACE OF TILES OF
 BR1437'OTHER MARKS COULD BE FOUND.  CENTER IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1479 ***********************************************************************
 BR1479  DESIGNATION -  ALTAMAHA
 BR1479  PID         -  BR1479
 BR1479  STATE/COUNTY-  GA/MCINTOSH
 BR1479  USGS QUAD   -  COX (1978)
 BR1479
 BR1479                         *CURRENT SURVEY CONTROL
 BR1479  ___________________________________________________________________
 BR1479* NAD 83(1994)-  31 25 41.34559(N)    081 36 01.66753(W)     ADJUSTED  
 BR1479* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1479  ___________________________________________________________________
 BR1479  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 BR1479  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 BR1479
 BR1479  HORZ ORDER  -  FIRST
 BR1479
 BR1479.The horizontal coordinates were established by classical geodetic methods
 BR1479.and adjusted by the National Geodetic Survey in September 1997..
 BR1479
 BR1479.The orthometric height was scaled from a topographic map.
 BR1479
 BR1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1479
 BR1479.The geoid height was determined by GEOID03.
 BR1479
 BR1479;                    North         East     Units Scale Factor Converg.
 BR1479;SPC GA E     -   158,454.288   253,826.755   MT  0.99993572   +0 17 42.9
 BR1479;SPC GA E     -   519,862.11    832,763.28   sFT  0.99993572   +0 17 42.9
 BR1479;UTM  17      - 3,477,209.385   442,933.379   MT  0.99964017   -0 18 47.2
 BR1479
 BR1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1479!SPC GA E     -   1.00000456  x   0.99993572  =   0.99994028
 BR1479!UTM  17      -   1.00000456  x   0.99964017  =   0.99964473
 BR1479
 BR1479:                Primary Azimuth Mark                     Grid Az
 BR1479:SPC GA E     -  BOWIE                                    251 34 43.7
 BR1479:UTM  17      -  BOWIE                                    252 11 13.8
 BR1479
 BR1479|---------------------------------------------------------------------|
 BR1479| PID    Reference Object                     Distance      Geod. Az  |
 BR1479|                                                           dddmmss.s |
 BR1479| BR1478 BOWIE                               APPROX. 1.5 KM 2515226.6 |
 BR1479| CW4559 ALTAMAHA RM                          18.370 METERS 27248     |
 BR1479|---------------------------------------------------------------------|
 BR1479
 BR1479                          SUPERSEDED SURVEY CONTROL
 BR1479
 BR1479  NAD 83(1986)-  31 25 41.35724(N)    081 36 01.67302(W) AD(       ) 1
 BR1479  NAD 27      -  31 25 40.55300(N)    081 36 02.29400(W) AD(       ) 1
 BR1479
 BR1479.Superseded values are not recommended for survey control.
 BR1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1479.See file dsdata.txt to determine how the superseded data were derived.
 BR1479
 BR1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4293377209(NAD 83)
 BR1479_MARKER: DS = TRIANGULATION STATION DISK
 BR1479_SETTING: 0 = UNSPECIFIED SETTING
 BR1479
 BR1479  HISTORY     - Date     Condition        Report By
 BR1479  HISTORY     - 1918     MONUMENTED       CGS
 BR1479  HISTORY     - 1933     GOOD             CGS
 BR1479
 BR1479                          STATION DESCRIPTION
 BR1479
 BR1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BR1479'ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY AT THE CURVE
 BR1479'ON THE TRESTLE AT MILEPOST 83, 3-1/2 MILES N OF EVERETT
 BR1479'DEPOT, AT THE INTERSECTION OF THE TANGENTS OF THE E RAIL,
 BR1479'17.2 METERS (56.4 FEET) E OF THE E RAIL, AND 15 FEET BELOW THE
 BR1479'TOP OF THE TRESTLE.
 BR1479'
 BR1479'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 BR1479'CONCRETE.
 BR1479'
 BR1479'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 200
 BR1479'METERS (656 FEET) S OF MILEPOST 83, 7.6 METERS (24.9 FEET)
 BR1479'E OF THE E RAIL, AND 18.37 METERS (60.3 FEET) FROM STATION
 BR1479'IN GRID AZIMUTH 92 DEG 30 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1438 ***********************************************************************
 BR1438  DESIGNATION -  ALTAMAHA 2
 BR1438  PID         -  BR1438
 BR1438  STATE/COUNTY-  GA/MCINTOSH
 BR1438  USGS QUAD   -  DARIEN (1993)
 BR1438
 BR1438                         *CURRENT SURVEY CONTROL
 BR1438  ___________________________________________________________________
 BR1438* NAD 83(1994)-  31 19 56.93795(N)    081 25 13.64187(W)     ADJUSTED  
 BR1438* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1438  ___________________________________________________________________
 BR1438  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BR1438  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 BR1438
 BR1438  HORZ ORDER  -  THIRD
 BR1438
 BR1438.The horizontal coordinates were established by classical geodetic methods
 BR1438.and adjusted by the National Geodetic Survey in September 1997..
 BR1438
 BR1438.The orthometric height was scaled from a topographic map.
 BR1438
 BR1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1438
 BR1438.The geoid height was determined by GEOID03.
 BR1438
 BR1438;                    North         East     Units Scale Factor Converg.
 BR1438;SPC GA E     -   147,949.760   271,011.657   MT  0.99996218   +0 23 17.0
 BR1438;SPC GA E     -   485,398.50    889,144.08   sFT  0.99996218   +0 23 17.0
 BR1438;UTM  17      - 3,466,526.645   460,000.490   MT  0.99961973   -0 13 07.1
 BR1438
 BR1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1438!SPC GA E     -   1.00000457  x   0.99996218  =   0.99996675
 BR1438!UTM  17      -   1.00000457  x   0.99961973  =   0.99962430
 BR1438
 BR1438|---------------------------------------------------------------------|
 BR1438| PID    Reference Object                     Distance      Geod. Az  |
 BR1438|                                                           dddmmss.s |
 BR1438| CW4560 ALTAMAHA 2 RM 1                      15.941 METERS 09312     |
 BR1438| BR1411 ONE MILE CUT REAR RANGE BEACON      APPROX. 4.6 KM 1024732.1 |
 BR1438| CW4561 ALTAMAHA 2 RM 2                      19.757 METERS 17136     |
 BR1438| BR1471 WOOD                                APPROX. 1.7 KM 2891330.2 |
 BR1438| BR1445 DARIEN RIVER HWY BRI CEN SPAN       APPROX. 4.1 KM 3383833.4 |
 BR1438|---------------------------------------------------------------------|
 BR1438
 BR1438                          SUPERSEDED SURVEY CONTROL
 BR1438
 BR1438  NAD 83(1986)-  31 19 56.94990(N)    081 25 13.64651(W) AD(       ) 3
 BR1438  NAD 27      -  31 19 56.12800(N)    081 25 14.28000(W) AD(       ) 3
 BR1438
 BR1438.Superseded values are not recommended for survey control.
 BR1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1438.See file dsdata.txt to determine how the superseded data were derived.
 BR1438
 BR1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6000066527(NAD 83)
 BR1438_MARKER: DS = TRIANGULATION STATION DISK
 BR1438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BR1438_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1438
 BR1438  HISTORY     - Date     Condition        Report By
 BR1438  HISTORY     - 1933     MONUMENTED       CGS
 BR1438  HISTORY     - 1952     GOOD             CGS
 BR1438
 BR1438                          STATION DESCRIPTION
 BR1438
 BR1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1438'ON THE S SHORE OF THE ALTAMAHA RIVER, ON THE N SIDE OF BROUGHTON
 BR1438'ISLAND, ABOUT 500 YDS E OF A POINT ON THE S SHORE OPPOSITE THE W END
 BR1438'OF A LARGE CIGAR SHAPED ISLAND, AND ABOUT 200 YDS E OF THE PLACE AT
 BR1438'WHICH THE S SHORE CHANGES ITS GENERAL DIRECTION FROM ESE TO E.  AN
 BR1438'INDENTATION ABOUT 50 FT. WIDE IS CUT IN THE BANK JUST N OF THE
 BR1438'STATION, AND THE HWL AT THIS BREAK IS ABOUT 30 FT. S OF THE HWL ALONG
 BR1438'THE ADJACENT SHORE.  MARK IS IN 12 IN TILE, SET BELL DOWN IN SOFT
 BR1438'MUD, 40.0 FT. S OF HWL.
 BR1438'
 BR1438'R.M. NO. 1 (3 IN ABOVE, 12 IN TILE, BELL DOWN) IS 72 FT. S OF WHL E
 BR1438'OF STATION.
 BR1438'
 BR1438'R.M. NO. 2 (5 IN ABOVE, 12 IN TILE, BELL DOWN) IS 104 FT. S OF
 BR1438'HWL. S OF STATION.
 BR1438
 BR1438                          STATION RECOVERY (1952)
 BR1438
 BR1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1438'THE STATION WAS RECOVERED IN GOOD CONDITION.  TIME AND A TALL
 BR1438'UNDERGROWTH OF SAWGRASS AND BRUSH MADE THE RECOVERY OF THE REFERENCE
 BR1438'MARKS IMPRACTICAL.  THE PUBLISHED DESCRIPTION IS ADEQUATE AND
 BR1438'CORRECT.  THE STATION DISK IS STAMPED ALTAMAHA 2 1933 AND PROJECTS
 BR1438'8 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1414 ***********************************************************************
 BR1414  DESIGNATION -  ALTAMAHA RIVER BEACON 1
 BR1414  PID         -  BR1414
 BR1414  STATE/COUNTY-  GA/MCINTOSH
 BR1414  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR1414
 BR1414                         *CURRENT SURVEY CONTROL
 BR1414  ___________________________________________________________________
 BR1414* NAD 83(1994)-  31 19 00.46524(N)    081 19 53.33286(W)     ADJUSTED  
 BR1414* NAVD 88     -                                                        
 BR1414  ___________________________________________________________________
 BR1414  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BR1414  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 BR1414
 BR1414  HORZ ORDER  -  THIRD
 BR1414
 BR1414.The horizontal coordinates were established by classical geodetic methods
 BR1414.and adjusted by the National Geodetic Survey in September 1997..
 BR1414
 BR1414
 BR1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1414
 BR1414.The geoid height was determined by GEOID03.
 BR1414
 BR1414;                    North         East     Units Scale Factor Converg.
 BR1414;SPC GA E     -   146,271.334   279,492.205   MT  0.99997792   +0 26 02.9
 BR1414;SPC GA E     -   479,891.87    916,967.34   sFT  0.99997792   +0 26 02.9
 BR1414;UTM  17      - 3,464,759.163   468,459.798   MT  0.99961227   -0 10 20.3
 BR1414
 BR1414                          SUPERSEDED SURVEY CONTROL
 BR1414
 BR1414  NAD 83(1986)-  31 19 00.47766(N)    081 19 53.33712(W) AD(       ) 4
 BR1414  NAD 27      -  31 18 59.65000(N)    081 19 53.98500(W) AD(       ) 3
 BR1414
 BR1414.Superseded values are not recommended for survey control.
 BR1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1414.See file dsdata.txt to determine how the superseded data were derived.
 BR1414
 BR1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6846064759(NAD 83)
 BR1414
 BR1414  HISTORY     - Date     Condition        Report By
 BR1414  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1414  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BR1414
 BR1414                          STATION DESCRIPTION
 BR1414
 BR1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1414'STATION DESTROYED.  PROBABLY REPLACED BY ALTAMAHA SOUND LIGHT 202
 BR1414'WHICH ACCORDING TO THE LIGHT LIST WAS BUILT IN 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0735 ***********************************************************************
 BR0735  DESIGNATION -  ALTAMAHA RIVER GAUGE
 BR0735  PID         -  BR0735
 BR0735  STATE/COUNTY-  GA/WAYNE
 BR0735  USGS QUAD   -  DOCTORTOWN (1988)
 BR0735
 BR0735                         *CURRENT SURVEY CONTROL
 BR0735  ___________________________________________________________________
 BR0735* NAD 83(1986)-  31 39 15.     (N)    081 49 40.     (W)     SCALED    
 BR0735* NAVD 88     -        13.563  (meters)      44.50   (feet)  ADJUSTED  
 BR0735  ___________________________________________________________________
 BR0735  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 BR0735  DYNAMIC HT  -          13.546 (meters)      44.44  (feet)  COMP
 BR0735  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BR0735
 BR0735  VERT ORDER  -  FIRST     CLASS II
 BR0735
 BR0735.The horizontal coordinates were scaled from a topographic map and have
 BR0735.an estimated accuracy of +/- 6 seconds.
 BR0735
 BR0735.The orthometric height was determined by differential leveling
 BR0735.and adjusted by the National Geodetic Survey in June 1991..
 BR0735
 BR0735.The geoid height was determined by GEOID03.
 BR0735
 BR0735.The dynamic height is computed by dividing the NAVD 88
 BR0735.geopotential number by the normal gravity value computed on the
 BR0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0735.degrees latitude (g = 980.6199 gals.).
 BR0735
 BR0735.The modeled gravity was interpolated from observed gravity values.
 BR0735
 BR0735;                    North         East    Units  Estimated Accuracy
 BR0735;SPC GA E     -   183,420.      232,140.      MT  (+/- 180 meters Scaled)
 BR0735
 BR0735                          SUPERSEDED SURVEY CONTROL
 BR0735
 BR0735  NGVD 29 (??/??/92)   13.835  (m)           45.39   (f) ADJ UNCH    1 2
 BR0735
 BR0735.Superseded values are not recommended for survey control.
 BR0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0735.See file dsdata.txt to determine how the superseded data were derived.
 BR0735
 BR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR215024(NAD 83)
 BR0735_MARKER: Z = SEE DESCRIPTION
 BR0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR0735_SP_SET: RIVER GAGE
 BR0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0735
 BR0735  HISTORY     - Date     Condition        Report By
 BR0735  HISTORY     - UNK      MONUMENTED       RBNF
 BR0735  HISTORY     - 1956     GOOD             NGS
 BR0735
 BR0735                          STATION DESCRIPTION
 BR0735
 BR0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0735'0.1 MI NE FROM DOCTORTOWN.
 BR0735'0.1 MILE NORTHEAST ALONG ATLANTIC COAST LINE RAILROAD FROM
 BR0735'STATION AT DOCTORTOWN, AT RAILROAD BRIDGE OVER ALTAMAHA RIVER,
 BR0735'90 FEET EAST OF SOUTHEAST END OF SOUTHWEST ABUTMENT OF RAILROAD
 BR0735'BRIDGE AND IS THE TOP OF METAL STRIP OF GAUGE AT THE 16.94 FOOT
 BR0735'MARKING ON GAUGE AND ABOUT 14 FEET EAST OF ENCLOSED GAUGE
 BR0735'ATTACHED TO PILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1659 ***********************************************************************
 ED1659  DESIGNATION -  ALTO CII TANK
 ED1659  PID         -  ED1659
 ED1659  STATE/COUNTY-  GA/HABERSHAM
 ED1659  USGS QUAD   -  BALDWIN (1985)
 ED1659
 ED1659                         *CURRENT SURVEY CONTROL
 ED1659  ___________________________________________________________________
 ED1659* NAD 83(1994)-  34 27 07.53256(N)    083 35 42.76496(W)     ADJUSTED  
 ED1659* NAVD 88     -                                                        
 ED1659  ___________________________________________________________________
 ED1659  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 ED1659  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 ED1659
 ED1659  HORZ ORDER  -  THIRD
 ED1659
 ED1659.The horizontal coordinates were established by classical geodetic methods
 ED1659.and adjusted by the National Geodetic Survey in September 1997..
 ED1659
 ED1659
 ED1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1659
 ED1659.The geoid height was determined by GEOID03.
 ED1659
 ED1659;                    North         East     Units Scale Factor Converg.
 ED1659;SPC GA W     -   493,795.824   752,507.410   MT  0.99993397   +0 19 23.8
 ED1659;SPC GA W     - 1,620,061.80  2,468,851.39   sFT  0.99993397   +0 19 23.8
 ED1659;UTM  17      - 3,815,340.765   261,585.284   MT  1.00030069   -1 28 07.9
 ED1659
 ED1659                          SUPERSEDED SURVEY CONTROL
 ED1659
 ED1659  NAD 83(1986)-  34 27 07.54046(N)    083 35 42.76586(W) AD(       ) 4
 ED1659  NAD 27      -  34 27 07.17935(N)    083 35 43.14151(W) AD(       ) 3
 ED1659
 ED1659.Superseded values are not recommended for survey control.
 ED1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1659.See file dsdata.txt to determine how the superseded data were derived.
 ED1659
 ED1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6158515341(NAD 83)
 ED1659_MARKER: 53 = ELEVATED TANK
 ED1659
 ED1659  HISTORY     - Date     Condition        Report By
 ED1659  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1659
 ED1659                          STATION DESCRIPTION
 ED1659
 ED1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1659'THE STATION IS THE BALL TOP CENTER OF THE ALTO GEORGIA INDUSTRIAL
 ED1659'INSTITUTE WATER TANK.  THE TANK HAS A DOME TOP WITH A HEMISPHERICAL
 ED1659'BOTTOM, SUPPORTED BY FOUR I-BEAM LEGS.  IT IS GREEN IN COLOR AND
 ED1659'APPROXIMATELY 110 FEET HIGH.
 ED1659'
 ED1659'LOCATED ABOUT 1.6 MILES SOUTHWEST OF ALTO, 0.15 MILE NORTHWEST
 ED1659'OF U.S. HIGHWAY 23 AND AT THE NORTH EDGE OF THE COMPLEX GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1656 ***********************************************************************
 ED1656  DESIGNATION -  ALTO N MUN TANK
 ED1656  PID         -  ED1656
 ED1656  STATE/COUNTY-  GA/HABERSHAM
 ED1656  USGS QUAD   -  BALDWIN (1985)
 ED1656
 ED1656                         *CURRENT SURVEY CONTROL
 ED1656  ___________________________________________________________________
 ED1656* NAD 83(1994)-  34 28 15.80751(N)    083 34 10.77928(W)     ADJUSTED  
 ED1656* NAVD 88     -                                                        
 ED1656  ___________________________________________________________________
 ED1656  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 ED1656  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1656
 ED1656  HORZ ORDER  -  THIRD
 ED1656
 ED1656.The horizontal coordinates were established by classical geodetic methods
 ED1656.and adjusted by the National Geodetic Survey in September 1997..
 ED1656
 ED1656
 ED1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1656
 ED1656.The geoid height was determined by GEOID03.
 ED1656
 ED1656;                    North         East     Units Scale Factor Converg.
 ED1656;SPC GA W     -   495,913.030   754,842.814   MT  0.99993706   +0 20 16.5
 ED1656;SPC GA W     - 1,627,008.00  2,476,513.47   sFT  0.99993706   +0 20 16.5
 ED1656;UTM  17      - 3,817,384.612   263,986.633   MT  1.00028664   -1 27 18.3
 ED1656
 ED1656                          SUPERSEDED SURVEY CONTROL
 ED1656
 ED1656  NAD 83(1986)-  34 28 15.81550(N)    083 34 10.78023(W) AD(       ) 4
 ED1656  NAD 27      -  34 28 15.45490(N)    083 34 11.15628(W) AD(       ) 3
 ED1656
 ED1656.Superseded values are not recommended for survey control.
 ED1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1656.See file dsdata.txt to determine how the superseded data were derived.
 ED1656
 ED1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6398717385(NAD 83)
 ED1656_MARKER: 53 = ELEVATED TANK
 ED1656
 ED1656  HISTORY     - Date     Condition        Report By
 ED1656  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1656
 ED1656                          STATION DESCRIPTION
 ED1656
 ED1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1656'THE STATION IS THE APEX OF VENT ATOP THE ALTO NORTH MUNICIPAL
 ED1656'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 ED1656'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT IS SILVER
 ED1656'IN COLOR AND APPROXIMATELY 110 FEET HIGH.
 ED1656'
 ED1656'LOCATED IN THE NORTHEAST SECTION OF THE SMALL COMMUNITY OF ALTO,
 ED1656'ABOUT 0.3 MILE NORTHEAST OF THE CENTER OF TOWN, 50 FEET NORTHWEST
 ED1656'OF THE CENTERLINE OF U.S. HIGHWAY 23 AND 36 FEET SOUTHWEST OF THE
 ED1656'CENTERLINE OF WHEELER AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1658 ***********************************************************************
 ED1658  DESIGNATION -  ALTO RIEGEL FABRICS TANK
 ED1658  PID         -  ED1658
 ED1658  STATE/COUNTY-  GA/BANKS
 ED1658  USGS QUAD   -  BALDWIN (1985)
 ED1658
 ED1658                         *CURRENT SURVEY CONTROL
 ED1658  ___________________________________________________________________
 ED1658* NAD 83(1994)-  34 27 26.02230(N)    083 34 41.62948(W)     ADJUSTED  
 ED1658* NAVD 88     -                                                        
 ED1658  ___________________________________________________________________
 ED1658  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 ED1658  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1658
 ED1658  HORZ ORDER  -  THIRD
 ED1658
 ED1658.The horizontal coordinates were established by classical geodetic methods
 ED1658.and adjusted by the National Geodetic Survey in September 1997..
 ED1658
 ED1658
 ED1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1658
 ED1658.The geoid height was determined by GEOID03.
 ED1658
 ED1658;                    North         East     Units Scale Factor Converg.
 ED1658;SPC GA W     -   494,374.458   754,064.498   MT  0.99993602   +0 19 58.6
 ED1658;SPC GA W     - 1,621,960.20  2,473,959.94   sFT  0.99993602   +0 19 58.6
 ED1658;UTM  17      - 3,815,870.608   263,160.276   MT  1.00029146   -1 27 33.9
 ED1658
 ED1658                          SUPERSEDED SURVEY CONTROL
 ED1658
 ED1658  NAD 83(1986)-  34 27 26.03024(N)    083 34 41.63027(W) AD(       ) 4
 ED1658  NAD 27      -  34 27 25.66830(N)    083 34 42.00555(W) AD(       ) 3
 ED1658
 ED1658.Superseded values are not recommended for survey control.
 ED1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1658.See file dsdata.txt to determine how the superseded data were derived.
 ED1658
 ED1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6316015871(NAD 83)
 ED1658_MARKER: 53 = ELEVATED TANK
 ED1658
 ED1658  HISTORY     - Date     Condition        Report By
 ED1658  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1658
 ED1658                          STATION DESCRIPTION
 ED1658
 ED1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1658'THE STATION IS THE APEX OF VENT ATOP THE ALTO RIEGEL FABRICS WATER
 ED1658'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 ED1658'HEMISPHERICAL BOTTOM SUPPORTED BY FOUR TUBULAR LEGS.  IT IS BLUE
 ED1658'IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 ED1658'
 ED1658'LOCATED ABOUT 0.7 MILE SOUTHWEST OF THE CENTER OF ALTO, 0.15 MILE
 ED1658'SOUTHEAST OF U.S. HIGHWAY 23 AND AT THE SOUTHWEST CORNER OF THE
 ED1658'PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1630 ***********************************************************************
 CL1630  DESIGNATION -  ALVIN
 CL1630  PID         -  CL1630
 CL1630  STATE/COUNTY-  GA/MONROE
 CL1630  USGS QUAD   -  BOLINGBROKE (1985)
 CL1630
 CL1630                         *CURRENT SURVEY CONTROL
 CL1630  ___________________________________________________________________
 CL1630* NAD 83(1994)-  32 55 06.95916(N)    083 46 52.21499(W)     ADJUSTED  
 CL1630* NAVD 88     -       166.735  (meters)     547.03   (feet)  POSTED    
 CL1630  ___________________________________________________________________
 CL1630  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CL1630  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CL1630  DYNAMIC HT  -         166.550 (meters)     546.42  (feet)  COMP
 CL1630  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 CL1630
 CL1630  HORZ ORDER  -  SECOND
 CL1630  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CL1630
 CL1630.The horizontal coordinates were established by classical geodetic methods
 CL1630.and adjusted by the National Geodetic Survey in September 1997..
 CL1630
 CL1630.The orthometric height was determined by differential leveling
 CL1630.and adjusted by the National Geodetic Survey in 1992..
 CL1630.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CL1630.rate of 4.1 thru 8.0 mm/km.
 CL1630
 CL1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1630
 CL1630.The geoid height was determined by GEOID03.
 CL1630
 CL1630.The dynamic height is computed by dividing the NAVD 88
 CL1630.geopotential number by the normal gravity value computed on the
 CL1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1630.degrees latitude (g = 980.6199 gals.).
 CL1630
 CL1630.The modeled gravity was interpolated from observed gravity values.
 CL1630
 CL1630;                    North         East     Units Scale Factor Converg.
 CL1630;SPC GA W     -   323,640.612   736,055.376   MT  0.99991602   +0 12 34.2
 CL1630;SPC GA W     - 1,061,810.91  2,414,875.01   sFT  0.99991602   +0 12 34.2
 CL1630;UTM  17      - 3,645,695.037   239,914.174   MT  1.00043415   -1 30 44.2
 CL1630
 CL1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1630!SPC GA W     -   0.99997806  x   0.99991602  =   0.99989408
 CL1630!UTM  17      -   0.99997806  x   1.00043415  =   1.00041220
 CL1630
 CL1630:                Primary Azimuth Mark                     Grid Az
 CL1630:SPC GA W     -  EVIN                                     140 28 13.5
 CL1630:UTM  17      -  EVIN                                     142 11 31.9
 CL1630
 CL1630|---------------------------------------------------------------------|
 CL1630| PID    Reference Object                     Distance      Geod. Az  |
 CL1630|                                                           dddmmss.s |
 CL1630| CL1629 EVIN                                423.499 METERS 1404047.7 |
 CL1630| CY7781 ALVIN RM                              8.995 METERS 14732     |
 CL1630|---------------------------------------------------------------------|
 CL1630
 CL1630                          SUPERSEDED SURVEY CONTROL
 CL1630
 CL1630  NAD 83(1986)-  32 55 06.96269(N)    083 46 52.21358(W) AD(       ) 2
 CL1630  NAD 27      -  32 55 06.41600(N)    083 46 52.56800(W) AD(       ) 2
 CL1630
 CL1630.Superseded values are not recommended for survey control.
 CL1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1630.See file dsdata.txt to determine how the superseded data were derived.
 CL1630
 CL1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3991445695(NAD 83)
 CL1630_MARKER: DS = TRIANGULATION STATION DISK
 CL1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1630
 CL1630  HISTORY     - Date     Condition        Report By
 CL1630  HISTORY     - 1917     MONUMENTED       CGS
 CL1630  HISTORY     - 1919     SEE DESCRIPTION  CGS
 CL1630  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1630  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1630
 CL1630                          STATION DESCRIPTION
 CL1630
 CL1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 CL1630'ABOUT 3/4 MILE WEST OF LORANE, 2 RAILS WEST OF SEMAPHORE SIGNAL
 CL1630'BOARD 2036, AND 2.265 METERS (7.43 FEET) TO LEFT OF RAIL.
 CL1630'REFERENCE MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 CL1630'IS 8.995 METERS (29.51 FEET) FROM
 CL1630'STATION IN GRID AZIMUTH 327 DEG 20 MIN.  IN 1918, REPORTED
 CL1630'THAT STATION MARK HAD BEEN DISTURBED.
 CL1630
 CL1630                          STATION RECOVERY (1954)
 CL1630
 CL1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1630'SEMAPHORE SIGNAL 2036 HAS BEEN TAKEN DOWN, LEAVING NOTHING DEFINITE
 CL1630'TO MEASURE FROM.  THE MARK WAS REPORTED DISTURBED IN 1918.  THE
 CL1630'PASSING TRACK ALONG THIS SECTION HAS BEEN EXTENDED 0.35 MI. W,
 CL1630'AND THE MARK IS THOUGHT TO BE DESTROYED.  THE SUBSURFACE AND
 CL1630'REFERENCE MARKS WERE NOT FOUND.
 CL1630'
 CL1630'THIS IS A TRAVERSE STATION.
 CL1630
 CL1630                          STATION RECOVERY (1955)
 CL1630
 CL1630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JTB)
 CL1630'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1679 ***********************************************************************
 CM1679  DESIGNATION -  AMERICUS CEN MUN TANK
 CM1679  PID         -  CM1679
 CM1679  STATE/COUNTY-  GA/SUMTER
 CM1679  USGS QUAD   -  AMERICUS (1985)
 CM1679
 CM1679                         *CURRENT SURVEY CONTROL
 CM1679  ___________________________________________________________________
 CM1679* NAD 83(1994)-  32 04 20.54636(N)    084 13 53.29133(W)     ADJUSTED  
 CM1679* NAVD 88     -                                                        
 CM1679  ___________________________________________________________________
 CM1679  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CM1679  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1679
 CM1679  HORZ ORDER  -  THIRD
 CM1679
 CM1679.The horizontal coordinates were established by classical geodetic methods
 CM1679.and adjusted by the National Geodetic Survey in September 1997..
 CM1679
 CM1679
 CM1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1679
 CM1679.The geoid height was determined by GEOID03.
 CM1679
 CM1679;                    North         East     Units Scale Factor Converg.
 CM1679;SPC GA W     -   229,743.264   693,881.973   MT  0.99990046   -0 02 03.9
 CM1679;SPC GA W     -   753,749.36  2,276,511.11   sFT  0.99990046   -0 02 03.9
 CM1679;UTM  16      - 3,551,812.131   761,341.536   MT  1.00044238   +1 28 15.2
 CM1679
 CM1679                          SUPERSEDED SURVEY CONTROL
 CM1679
 CM1679  NAD 83(1986)-  32 04 20.55059(N)    084 13 53.29179(W) AD(       ) 4
 CM1679  NAD 27      -  32 04 19.95858(N)    084 13 53.62386(W) AD(       ) 3
 CM1679
 CM1679.Superseded values are not recommended for survey control.
 CM1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1679.See file dsdata.txt to determine how the superseded data were derived.
 CM1679
 CM1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6134251812(NAD 83)
 CM1679_MARKER: 53 = ELEVATED TANK
 CM1679
 CM1679  HISTORY     - Date     Condition        Report By
 CM1679  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1679  HISTORY     - 1989     GOOD             USPSQD
 CM1679
 CM1679                          STATION DESCRIPTION
 CM1679
 CM1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1679'THE STATION IS THE BALL, AT THE TOP AND CENTER OF A WATER TANK
 CM1679'THAT HAS CYLINDRICAL SIDES AND A DOME SHAPE TOP AND BOTTOM WITH
 CM1679'TWO CAT-WALK RAILINGS AROUND IT.  THE TANK IS SUPPORTED BY SIX
 CM1679'TRUSS-WORK STEEL LEGS AND IS PAINTED SILVER.  IT IS APPROXIMATELY
 CM1679'120 FEET HIGH.
 CM1679'
 CM1679'STATION IS LOCATED 0.1 MILE EAST OF THE CENTER OF AMERICUS, 250
 CM1679'FEET EAST OF S LEE STREET AND 50 FEET NORTH OF U.S. HIGHWAY 280
 CM1679'(EAST).  THE COMPLETE NAME OF THIS STATION IS AMERICUS MUNICIPAL
 CM1679'CENTRAL WATER TANK.
 CM1679
 CM1679                          STATION RECOVERY (1989)
 CM1679
 CM1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1680 ***********************************************************************
 CM1680  DESIGNATION -  AMERICUS DAVIS CASKET CO TANK
 CM1680  PID         -  CM1680
 CM1680  STATE/COUNTY-  GA/SUMTER
 CM1680  USGS QUAD   -  AMERICUS (1985)
 CM1680
 CM1680                         *CURRENT SURVEY CONTROL
 CM1680  ___________________________________________________________________
 CM1680* NAD 83(1994)-  32 05 30.27476(N)    084 14 22.25003(W)     ADJUSTED  
 CM1680* NAVD 88     -                                                        
 CM1680  ___________________________________________________________________
 CM1680  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CM1680  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1680
 CM1680  HORZ ORDER  -  THIRD
 CM1680
 CM1680.The horizontal coordinates were established by classical geodetic methods
 CM1680.and adjusted by the National Geodetic Survey in September 1997..
 CM1680
 CM1680
 CM1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1680
 CM1680.The geoid height was determined by GEOID03.
 CM1680
 CM1680;                    North         East     Units Scale Factor Converg.
 CM1680;SPC GA W     -   231,891.328   693,123.986   MT  0.99990058   -0 02 19.3
 CM1680;SPC GA W     -   760,796.80  2,274,024.28   sFT  0.99990058   -0 02 19.3
 CM1680;UTM  16      - 3,553,940.684   760,526.928   MT  1.00043713   +1 28 02.7
 CM1680
 CM1680                          SUPERSEDED SURVEY CONTROL
 CM1680
 CM1680  NAD 83(1986)-  32 05 30.27888(N)    084 14 22.25026(W) AD(       ) 4
 CM1680  NAD 27      -  32 05 29.68226(N)    084 14 22.58193(W) AD(       ) 3
 CM1680
 CM1680.Superseded values are not recommended for survey control.
 CM1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1680.See file dsdata.txt to determine how the superseded data were derived.
 CM1680
 CM1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6052753941(NAD 83)
 CM1680_MARKER: 53 = ELEVATED TANK
 CM1680
 CM1680  HISTORY     - Date     Condition        Report By
 CM1680  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1680  HISTORY     - 1989     GOOD             USPSQD
 CM1680  HISTORY     - 19910802 GOOD             NGS
 CM1680
 CM1680                          STATION DESCRIPTION
 CM1680
 CM1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1680'THE STATION IS THE BALL, AT THE TOP AND CENTER OF A WATER TANK
 CM1680'THAT HAS CYLINDRICAL SIDES AND DOME SHAPED TOP AND BOTTOM.  IT
 CM1680'IS SUPPORTED BY FOUR I-BEAM STEEL LEGS AND IS APPROXIMATELY 90
 CM1680'FEET HIGH.  THE TANK IS SILVER IN COLOR WITH THE NAME DAVIS
 CM1680'CASKET CO. PAINTED ON IT IN RED.
 CM1680'
 CM1680'STATION IS LOCATED ABOUT 1.2 MILES NORTH-NORTHWEST OF THE
 CM1680'CENTER OF AMERICUS, 0.05 MILE EAST OF U.S. HWY. 19 AND 0.1 MILE
 CM1680'NORTH OF RUCKER STREET, 100 FEET SOUTHWEST OF THE SOUTHEAST
 CM1680'CORNER OF THE PLANT BUILDING.  THE COMPLETE NAME OF THIS STATION
 CM1680'IS AMERICUS DAVIS CASKET COMPANY WATER TANK.
 CM1680
 CM1680                          STATION RECOVERY (1989)
 CM1680
 CM1680'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1680'RECOVERED IN GOOD CONDITION.
 CM1680
 CM1680                          STATION RECOVERY (1991)
 CM1680
 CM1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CM1680'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1681 ***********************************************************************
 CM1681  DESIGNATION -  AMERICUS HWY PATROL RAD MAST
 CM1681  PID         -  CM1681
 CM1681  STATE/COUNTY-  GA/SUMTER
 CM1681  USGS QUAD   -  AMERICUS (1985)
 CM1681
 CM1681                         *CURRENT SURVEY CONTROL
 CM1681  ___________________________________________________________________
 CM1681* NAD 83(1994)-  32 04 18.07973(N)    084 14 23.88954(W)     ADJUSTED  
 CM1681* NAVD 88     -                                                        
 CM1681  ___________________________________________________________________
 CM1681  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CM1681  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1681
 CM1681  HORZ ORDER  -  THIRD
 CM1681
 CM1681.The horizontal coordinates were established by classical geodetic methods
 CM1681.and adjusted by the National Geodetic Survey in September 1997..
 CM1681
 CM1681
 CM1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1681
 CM1681.The geoid height was determined by GEOID03.
 CM1681
 CM1681;                    North         East     Units Scale Factor Converg.
 CM1681;SPC GA W     -   229,667.807   693,079.488   MT  0.99990059   -0 02 20.1
 CM1681;SPC GA W     -   753,501.80  2,273,878.29   sFT  0.99990059   -0 02 20.1
 CM1681;UTM  16      - 3,551,715.567   760,540.879   MT  1.00043723   +1 27 58.8
 CM1681
 CM1681                          SUPERSEDED SURVEY CONTROL
 CM1681
 CM1681  NAD 83(1986)-  32 04 18.08198(N)    084 14 23.89112(W) AD(       ) 4
 CM1681  NAD 27      -  32 04 17.49480(N)    084 14 24.22002(W) AD(       ) 3
 CM1681
 CM1681.Superseded values are not recommended for survey control.
 CM1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1681.See file dsdata.txt to determine how the superseded data were derived.
 CM1681
 CM1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6054151716(NAD 83)
 CM1681_MARKER: 42 = RADIO/TV MAST
 CM1681
 CM1681  HISTORY     - Date     Condition        Report By
 CM1681  HISTORY     - 1973     FIRST OBSERVED   NGS
 CM1681  HISTORY     - 1989     GOOD             USPSQD
 CM1681  HISTORY     - 1989     GOOD             USPSQD
 CM1681  HISTORY     - 19910802 GOOD             NGS
 CM1681
 CM1681                          STATION DESCRIPTION
 CM1681
 CM1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 CM1681'THE STATION, AMERICUS HIGHWAY PATROL RADIO MAST KIB 592, IS THE
 CM1681'RED LIGHT ATOP A GUYED MAST THAT IS PAINTED ALTERNATELY RED AND
 CM1681'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 220 FEET AND IS
 CM1681'LOCATED AT THE GEORGIA HIGHWAY PATROL OFFICE IN DOWNTOWN
 CM1681'AMERICUS.  IT IS ABOUT 300 FEET WEST OF THE SUMTER COUNTY
 CM1681'COURTHOUSE, 150 FEET SOUTH OF THE HIGHWAY PATROL OFFICE AND 150
 CM1681'FEET NORTH OF THE CENTER OF SPRING STREET.
 CM1681
 CM1681                          STATION RECOVERY (1989)
 CM1681
 CM1681'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRG)
 CM1681'RECOVERED IN GOOD CONDITION.
 CM1681
 CM1681                          STATION RECOVERY (1989)
 CM1681
 CM1681'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1681'RECOVERED IN GOOD CONDITION.
 CM1681
 CM1681                          STATION RECOVERY (1991)
 CM1681
 CM1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CM1681'RECOVERED AS DESCRIBED AND VISIBLE FROM COBB ON CLEAR DAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1673 ***********************************************************************
 CM1673  DESIGNATION -  AMERICUS MUNICIPAL STANDPIPE
 CM1673  PID         -  CM1673
 CM1673  STATE/COUNTY-  GA/SUMTER
 CM1673  USGS QUAD   -  AMERICUS (1985)
 CM1673
 CM1673                         *CURRENT SURVEY CONTROL
 CM1673  ___________________________________________________________________
 CM1673* NAD 83(1994)-  32 04 20.78766(N)    084 13 56.61671(W)     ADJUSTED  
 CM1673* NAVD 88     -                                                        
 CM1673  ___________________________________________________________________
 CM1673  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CM1673  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1673
 CM1673  HORZ ORDER  -  THIRD
 CM1673
 CM1673.The horizontal coordinates were established by classical geodetic methods
 CM1673.and adjusted by the National Geodetic Survey in September 1997..
 CM1673
 CM1673
 CM1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1673
 CM1673.The geoid height was determined by GEOID03.
 CM1673
 CM1673;                    North         East     Units Scale Factor Converg.
 CM1673;SPC GA W     -   229,750.748   693,794.770   MT  0.99990047   -0 02 05.6
 CM1673;SPC GA W     -   753,773.91  2,276,225.01   sFT  0.99990047   -0 02 05.6
 CM1673;UTM  16      - 3,551,817.325   761,254.119   MT  1.00044182   +1 28 13.5
 CM1673
 CM1673                          SUPERSEDED SURVEY CONTROL
 CM1673
 CM1673  NAD 83(1986)-  32 04 20.79113(N)    084 13 56.61724(W) AD(       ) 4
 CM1673  NAD 27      -  32 04 20.19700(N)    084 13 56.95100(W) AD(       ) 3
 CM1673
 CM1673.Superseded values are not recommended for survey control.
 CM1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1673.See file dsdata.txt to determine how the superseded data were derived.
 CM1673
 CM1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6125451817(NAD 83)
 CM1673_MARKER: 52 = STANDPIPE TANK
 CM1673
 CM1673  HISTORY     - Date     Condition        Report By
 CM1673  HISTORY     - 1935     FIRST OBSERVED   CGS
 CM1673
 CM1673                          STATION DESCRIPTION
 CM1673
 CM1673'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1684 ***********************************************************************
 CM1684  DESIGNATION -  AMERICUS N MUN TANK
 CM1684  PID         -  CM1684
 CM1684  STATE/COUNTY-  GA/SUMTER
 CM1684  USGS QUAD   -  AMERICUS (1985)
 CM1684
 CM1684                         *CURRENT SURVEY CONTROL
 CM1684  ___________________________________________________________________
 CM1684* NAD 83(1994)-  32 05 11.95257(N)    084 14 10.88774(W)     ADJUSTED  
 CM1684* NAVD 88     -                                                        
 CM1684  ___________________________________________________________________
 CM1684  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CM1684  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1684
 CM1684  HORZ ORDER  -  THIRD
 CM1684
 CM1684.The horizontal coordinates were established by classical geodetic methods
 CM1684.and adjusted by the National Geodetic Survey in September 1997..
 CM1684
 CM1684
 CM1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1684
 CM1684.The geoid height was determined by GEOID03.
 CM1684
 CM1684;                    North         East     Units Scale Factor Converg.
 CM1684;SPC GA W     -   231,326.822   693,421.533   MT  0.99990053   -0 02 13.3
 CM1684;SPC GA W     -   758,944.75  2,275,000.48   sFT  0.99990053   -0 02 13.3
 CM1684;UTM  16      - 3,553,383.893   760,839.376   MT  1.00043914   +1 28 08.0
 CM1684
 CM1684                          SUPERSEDED SURVEY CONTROL
 CM1684
 CM1684  NAD 83(1986)-  32 05 11.95673(N)    084 14 10.88829(W) AD(       ) 4
 CM1684  NAD 27      -  32 05 11.36048(N)    084 14 11.21997(W) AD(       ) 3
 CM1684
 CM1684.Superseded values are not recommended for survey control.
 CM1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1684.See file dsdata.txt to determine how the superseded data were derived.
 CM1684
 CM1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6083953384(NAD 83)
 CM1684_MARKER: 53 = ELEVATED TANK
 CM1684
 CM1684  HISTORY     - Date     Condition        Report By
 CM1684  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1684  HISTORY     - 1989     GOOD             USPSQD
 CM1684  HISTORY     - 19910802 GOOD             NGS
 CM1684
 CM1684                          STATION DESCRIPTION
 CM1684
 CM1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1684'THE STATION IS THE BALL, AT THE TOP AND CENTER OF A WATER TANK
 CM1684'THAT HAS A DOME SHAPED TOP AND BOTTOM.  IT IS SUPPORTED BY FIVE
 CM1684'TUBULAR STEEL LEGS AND IS PAINTED GREEN.  THE TANK IS APPROXIMATELY
 CM1684'110 FEET HIGH.
 CM1684'
 CM1684'STATION IS LOCATED IN THE NORTH SECTION OF AMERICUS, ABOUT 0.8
 CM1684'MILE NORTH OF THE CENTER OF TOWN, 0.2 MILE EAST OF U.S. HIGHWAY
 CM1684'19, 185 FEET SOUTH OF LESTER STREET AND 150 FEET EAST OF A SAND
 CM1684'ROAD.  THE COMPLETE NAME OF THIS STATION IS AMERICUS MUNICIPAL
 CM1684'NORTH WATER TANK.
 CM1684
 CM1684                          STATION RECOVERY (1989)
 CM1684
 CM1684'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1684'RECOVERED IN GOOD CONDITION.
 CM1684
 CM1684                          STATION RECOVERY (1991)
 CM1684
 CM1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CM1684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1685 ***********************************************************************
 CM1685  DESIGNATION -  AMERICUS RAD STA WDEC MAST
 CM1685  PID         -  CM1685
 CM1685  STATE/COUNTY-  GA/SUMTER
 CM1685  USGS QUAD   -  AMERICUS (1985)
 CM1685
 CM1685                         *CURRENT SURVEY CONTROL
 CM1685  ___________________________________________________________________
 CM1685* NAD 83(1994)-  32 04 43.73261(N)    084 14 07.68542(W)     ADJUSTED  
 CM1685* NAVD 88     -                                                        
 CM1685  ___________________________________________________________________
 CM1685  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CM1685  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1685
 CM1685  HORZ ORDER  -  THIRD
 CM1685
 CM1685.The horizontal coordinates were established by classical geodetic methods
 CM1685.and adjusted by the National Geodetic Survey in September 1997..
 CM1685
 CM1685
 CM1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1685
 CM1685.The geoid height was determined by GEOID03.
 CM1685
 CM1685;                    North         East     Units Scale Factor Converg.
 CM1685;SPC GA W     -   230,457.615   693,504.946   MT  0.99990052   -0 02 11.5
 CM1685;SPC GA W     -   756,093.03  2,275,274.14   sFT  0.99990052   -0 02 11.5
 CM1685;UTM  16      - 3,552,516.711   760,945.658   MT  1.00043983   +1 28 08.5
 CM1685
 CM1685                          SUPERSEDED SURVEY CONTROL
 CM1685
 CM1685  NAD 83(1986)-  32 04 43.73453(N)    084 14 07.68833(W) AD(       ) 4
 CM1685  NAD 27      -  32 04 43.14123(N)    084 14 08.02345(W) AD(       ) 3
 CM1685
 CM1685.Superseded values are not recommended for survey control.
 CM1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1685.See file dsdata.txt to determine how the superseded data were derived.
 CM1685
 CM1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6094652517(NAD 83)
 CM1685_MARKER: 42 = RADIO/TV MAST
 CM1685
 CM1685  HISTORY     - Date     Condition        Report By
 CM1685  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1685  HISTORY     - 1989     GOOD             USPSQD
 CM1685  HISTORY     - 19910802 GOOD             NGS
 CM1685
 CM1685                          STATION DESCRIPTION
 CM1685
 CM1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1685'THE STATION IS THE LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 CM1685'STEEL, GUYED, MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE AND
 CM1685'IS 305 FEET HIGH.  THE MAST IS OWNED BY AMERICUS BROADCASTING
 CM1685'COMPANY.
 CM1685'
 CM1685'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH-NORTHWEST OF THE
 CM1685'CENTER OF AMERICUS, 0.05 MILE NORTHWEST OF THE RAILROAD DEPOT,
 CM1685'AT 605 MC GARRAH STREET.  THE COMPLETE NAME OF THIS STATION IS
 CM1685'AMERICUS RADIO STATION MAST WDEC.
 CM1685
 CM1685                          STATION RECOVERY (1989)
 CM1685
 CM1685'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1685'RECOVERED IN GOOD CONDITION.
 CM1685
 CM1685                          STATION RECOVERY (1991)
 CM1685
 CM1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CM1685'RECOVERED AS DESCRIBED AND VISIBLE FROM COBB ON CLEAR DAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1672 ***********************************************************************
 CM1672  DESIGNATION -  AMERICUS RESET
 CM1672  PID         -  CM1672
 CM1672  STATE/COUNTY-  GA/SUMTER
 CM1672  USGS QUAD   -  AMERICUS (1985)
 CM1672
 CM1672                         *CURRENT SURVEY CONTROL
 CM1672  ___________________________________________________________________
 CM1672* NAD 83(1994)-  32 05 30.23550(N)    084 14 12.81811(W)     ADJUSTED  
 CM1672* NAVD 88     -       142.1    (meters)     466.     (feet)  VERTCON   
 CM1672  ___________________________________________________________________
 CM1672  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CM1672  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1672
 CM1672  HORZ ORDER  -  FIRST
 CM1672
 CM1672.The horizontal coordinates were established by classical geodetic methods
 CM1672.and adjusted by the National Geodetic Survey in September 1997..
 CM1672
 CM1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1672
 CM1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1672
 CM1672.The geoid height was determined by GEOID03.
 CM1672
 CM1672;                    North         East     Units Scale Factor Converg.
 CM1672;SPC GA W     -   231,889.955   693,371.284   MT  0.99990054   -0 02 14.3
 CM1672;SPC GA W     -   760,792.29  2,274,835.62   sFT  0.99990054   -0 02 14.3
 CM1672;UTM  16      - 3,553,945.814   760,774.309   MT  1.00043872   +1 28 07.7
 CM1672
 CM1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1672!SPC GA W     -   0.99998184  x   0.99990054  =   0.99988239
 CM1672!UTM  16      -   0.99998184  x   1.00043872  =   1.00042056
 CM1672
 CM1672|---------------------------------------------------------------------|
 CM1672| PID    Reference Object                     Distance      Geod. Az  |
 CM1672|                                                           dddmmss.s |
 CM1672| CY8010 AMERICUS RM 1                        29.706 METERS 03117     |
 CM1672| CM1674 BAGLEY BLACK WATER TANK             APPROX. 5.5 KM 0575554.7 |
 CM1672| CM1673 AMERICUS MUNICIPAL STANDPIPE        APPROX. 2.2 KM 1684553.9 |
 CM1672| CY8012 AMERICUS RM 3                       112.110 METERS 17828     |
 CM1672| CY8009 AMERICUS AZ MK                                     2183719.0 |
 CM1672| CY8014 AMERICUS RM 5                                      2595208.0 |
 CM1672| CY8013 AMERICUS RM 4                        24.241 METERS 29541     |
 CM1672| CY8011 AMERICUS RM 2                        30.267 METERS 30123     |
 CM1672|---------------------------------------------------------------------|
 CM1672
 CM1672                          SUPERSEDED SURVEY CONTROL
 CM1672
 CM1672  NAD 83(1986)-  32 05 30.23962(N)    084 14 12.81865(W) AD(       ) 1
 CM1672  NAD 27      -  32 05 29.64300(N)    084 14 13.15000(W) AD(       ) 1
 CM1672  NGVD 29 (07/19/86)  142.2    (m)          467.     (f) VERT ANG       
 CM1672
 CM1672.Superseded values are not recommended for survey control.
 CM1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1672.See file dsdata.txt to determine how the superseded data were derived.
 CM1672
 CM1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6077453946(NAD 83)
 CM1672_MARKER: DS = TRIANGULATION STATION DISK
 CM1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1672+STABILITY: SURFACE MOTION
 CM1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1672+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1991
 CM1672
 CM1672  HISTORY     - Date     Condition        Report By
 CM1672  HISTORY     - 1935     MONUMENTED       CGS
 CM1672  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CM1672  HISTORY     - 19911124 GOOD             NGS
 CM1672
 CM1672                          STATION DESCRIPTION
 CM1672
 CM1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CM1672'ABOUT 1.8 MILES (BY ROAD) NORTHWEST OF COURTHOUSE OF AMERICUS, ON
 CM1672'PROPERTY BELONGING TO SHEFIELD COMPANY OF AMERICUS, IN LINE WITH TWO
 CM1672'RED BRICK HOUSES AND THE ECHO BAR-B-QUE, AND ABOUT 50 PACES SOUTH OF
 CM1672'FARM ROAD.  TO REACH FROM COURTHOUSE AT AMERICUS, GO NORTHWEST ON
 CM1672'STATE HIGHWAY 3 FOR 1.5 MILES TO ECHO, AND TURN EAST ON FRAM ROAD FOR
 CM1672'0.2 MILE TO STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 CM1672'DISKS IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 CM1672'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 CM1672'MONUMENTS.
 CM1672'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 97.45 FEET NORTHEAST
 CM1672'OF STATION N 31 DEG 17 MIN E.  NO. 2 PROJECTS 6 INCHES AND
 CM1672'IS 99.33 FEET WEST-NORTHWEST OF STATION N 58 DEG 37 MIN W.
 CM1672'NO. 1 IS 130.15 FEET NORTHEAST OF REFERENCE MARK NO. 2.  AZIMUTH
 CM1672'MARK PROJECTS 6 INCHES, IS AT EDGE OF WOODS, 25 PACES EAST OF CENTER
 CM1672'LINE OF ROAD, 25 PACES NORTHEAST OF FIREPLUG ON EAST SIDE OF ROAD,
 CM1672'4 PACES WEST OF 18-INCH OAK TREE AND 0.3 MILE SOUTHWEST OF STATION
 CM1672'S 38 DEG 37 MIN W.  TO REACH FROM STATION GO 0.2
 CM1672'MILE WEST TO MAIN ROAD AND TURN LEFT FOR 0.3 MILE TO MARK.
 CM1672'FOLLOWING BEARINGS ARE FROM STATION--COURTHOUSE STEEPLE, S 11 DEG
 CM1672'43 MIN E.  BRICK STANDPIPE (MUNICIPAL), S 11 DEG 15 MIN E.
 CM1672
 CM1672                          STATION RECOVERY (1973)
 CM1672
 CM1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 CM1672'RM 3 TO RM 4 OBSTRUCTED BY A HOUSE.
 CM1672'
 CM1672'THE STATION MARK WAS RECOVERED BUT WAS FOUND TILTED.  REFERENCE
 CM1672'MARKS 1, 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.  THE SURFACE
 CM1672'MARK WAS RESET HOLDING THE EXACT POSITION AS THE UNDERGROUND
 CM1672'MARK.  THE ORIGINAL DISK WAS USED.  REFERENCE MARKS 3, 4 AND 5
 CM1672'WERE ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 CM1672'
 CM1672'THE STATION IS IN THE NORTH EDGE OF AMERICUS AND ON PROPERTY
 CM1672'OWNED BY JAMES RELIFORD, WHO LIVES AT 309 VISTA DRIVE IN AMERICUS.
 CM1672'
 CM1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280 AND
 CM1672'19 IN THE NORTHWEST EDGE OF AMERICUS, GO EAST AND NORTH ON
 CM1672'HIGHWAY 19 FOR 1.25 MILES TO A PAVED SIDE ROAD RIGHT.* TURN
 CM1672'RIGHT AND GO EAST ON PAVED ROAD FOR 0.2 MILE TO THE JUNCTION
 CM1672'WITH RONEY STREET.  TURN LEFT AND GO NORTH ON RONEY STREET FOR
 CM1672'0.1 MILE TO THE NORTHWEST CORNER OF A WOVEN WIRE FENCE.  TURN
 CM1672'RIGHT AND GO EAST, ALONG THE NORTH SIDE OF THE FENCE FOR 0.05
 CM1672'MILE TO THE STATION ON THE RIGHT.
 CM1672'
 CM1672'*TO REACH REFERENCE MARK 5 FROM THIS POINT, CONTINUE NORTH ON
 CM1672'HIGHWAY 19 FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 CM1672'
 CM1672'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 CM1672'AMERICUS 1935 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CM1672'CONCRETE MONUMENT, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 CM1672'112.5 FEET NORTH OF A POWER LINE POLE WITH A TRANSFORMER, 80.8
 CM1672'FEET EAST-SOUTHEAST OF A FENCE CORNER POST, 49.3 FEET NORTHEAST
 CM1672'OF THE NORTHEAST CORNER OF THE WEST ONE OF TWO BRICK HOUSES AND
 CM1672'47.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE EAST ONE OF
 CM1672'TWO BRICK HOUSES.  THE UNDERGROUND MARK IS STAMPED AMERICUS
 CM1672'1935 AND SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CM1672'THE GROUND SURFACE.
 CM1672'
 CM1672'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED AMERICUS 1935
 CM1672'NO 3 1972, CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF VISTA
 CM1672'DRIVE.  IT IS 63.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 CM1672'OF THE EAST ONE OF TWO BRICK HOUSES, 52.2 FEET SOUTH-SOUTHEAST
 CM1672'OF THE SOUTHEAST CORNER OF THE WEST ONE OF TWO BRICK HOUSES, 14.8
 CM1672'FEET NORTH OF THE CENTER OF VISTA DRIVE, 11.6 FEET WEST OF THE
 CM1672'POWER LINE POLE WITH TRANSFORMER AND ABOUT THE SAME ELEVATION
 CM1672'AS THE STATION.
 CM1672'
 CM1672'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED AMERICUS 1935 NO 4
 CM1672'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 CM1672'THAT IS FLUSH WITH THE GROUND.  IT IS 114.5 FEET EAST OF THE
 CM1672'CENTER OF RONEY STREET, 58.7 FEET NORTH-NORTHWEST OF THE
 CM1672'NORTHWEST CORNER OF THE WEST ONE OF TWO BRICK HOUSES, 1.1 FEET
 CM1672'EAST OF THE FENCE CORNER POST AND ABOUT 2 FEET LOWER THAN THE
 CM1672'STATION.
 CM1672'
 CM1672'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED AMERICUS 1935 NO 5
 CM1672'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 CM1672'THAT IS FLUSH WITH THE GROUND.  IT IS 105.0 FEET EAST OF THE
 CM1672'CENTER OF U.S. HIGHWAY 19, 36.9 FEET NORTH OF THE NORTHWEST
 CM1672'CORNER OF A CONCRETE BLOCK BUILDING AND 1.6 FEET NORTHWEST OF A
 CM1672'POWER LINE POLE WITH TWO TRANSFORMERS.  NOTE--THIS
 CM1672'MARK WILL SERVE AS THE AZIMUTH MARK.
 CM1672'
 CM1672'HEIGHT OF LIGHT ABOVE STATION MARK 86.0 FEET.
 CM1672'
 CM1672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1672'IN AMERICUS.
 CM1672
 CM1672                          STATION RECOVERY (1991)
 CM1672
 CM1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CM1672'MARK RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED IN 1973.
 CM1672'PHONE NUMBER OF PROPERTY OWNER JAMES RELIFORD IS 912-924-9579.  TO
 CM1672'REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 19 AND 280 IN THE NORTHWEST
 CM1672'EDGE OF AMERICUS, GO EAST AND NORTH ON US 19 FOR 1.25 MILESTO RUCKER
 CM1672'ST ON THE RIGHT.  TURN EAST FOR 0.2 MILETO RONEY ST.  TURN LEFT,
 CM1672'NORTH, FOR 0.1 MILETO VISTA DRIVE.  TURN RIGHT, EAST, FOR 0.05 MILETO
 CM1672'THE MARK ON THE LEFT IN THE BACK YARD BETWEEN TWO BRICK HOUSES,
 CM1672'NUMBERS 309 AND 307.  THE MARK IS 47 FT (14.3 M) NW OF NW CORNER HOUSE
 CM1672'307, 45 FT (13.7 M) NNE OF ONE OF TWO NORTHEAST CORNERS OF HOUSE 309,
 CM1672'44 FT (13.4 M) SSW OF NW CORNER OF BRICK GARAGE BEHIND NUMBER 307, 39
 CM1672'FT (11.9 M) WEST OF SW CORNER OF SAME, 34 FT (10.4 M) SOUTH OF FENCE
 CM1672'LINE, 29 FT (8.8 M) NE OF OTHER NE CORNER OF HOUSE 309. IN ADDITION TO
 CM1672'1973 TIES, RM 4 IS UNDER THE EAST-WEST FENCE, 1.1 FT (0.3 M) EAST OF
 CM1672'ONE FENCE CORNER AND 3.0 FT (0.9 M) WEST OF A SECOND FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1676 ***********************************************************************
 CM1676  DESIGNATION -  AMERICUS S MUN TANK
 CM1676  PID         -  CM1676
 CM1676  STATE/COUNTY-  GA/SUMTER
 CM1676  USGS QUAD   -  AMERICUS (1985)
 CM1676
 CM1676                         *CURRENT SURVEY CONTROL
 CM1676  ___________________________________________________________________
 CM1676* NAD 83(1994)-  32 03 07.75592(N)    084 13 25.38532(W)     ADJUSTED  
 CM1676* NAVD 88     -                                                        
 CM1676  ___________________________________________________________________
 CM1676  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CM1676  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CM1676
 CM1676  HORZ ORDER  -  THIRD
 CM1676
 CM1676.The horizontal coordinates were established by classical geodetic methods
 CM1676.and adjusted by the National Geodetic Survey in September 1997..
 CM1676
 CM1676
 CM1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1676
 CM1676.The geoid height was determined by GEOID03.
 CM1676
 CM1676;                    North         East     Units Scale Factor Converg.
 CM1676;SPC GA W     -   227,500.969   694,612.619   MT  0.99990036   -0 01 49.0
 CM1676;SPC GA W     -   746,392.76  2,278,908.23   sFT  0.99990036   -0 01 49.0
 CM1676;UTM  16      - 3,549,588.587   762,131.247   MT  1.00044748   +1 28 27.1
 CM1676
 CM1676                          SUPERSEDED SURVEY CONTROL
 CM1676
 CM1676  NAD 83(1986)-  32 03 07.75898(N)    084 13 25.38475(W) AD(       ) 4
 CM1676  NAD 27      -  32 03 07.16575(N)    084 13 25.71636(W) AD(       ) 3
 CM1676
 CM1676.Superseded values are not recommended for survey control.
 CM1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1676.See file dsdata.txt to determine how the superseded data were derived.
 CM1676
 CM1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6213149589(NAD 83)
 CM1676_MARKER: 53 = ELEVATED TANK
 CM1676
 CM1676  HISTORY     - Date     Condition        Report By
 CM1676  HISTORY     - 1973     FIRST OBSERVED   NGS
 CM1676  HISTORY     - 1989     GOOD             USPSQD
 CM1676
 CM1676                          STATION DESCRIPTION
 CM1676
 CM1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 CM1676'THE STATION, AMERICUS MUNICIPAL SOUTH TANK, IS THE TOP CENTER OF
 CM1676'AN ELEVATED WATER TANK THAT IS PAINTED SILVER.  THE STRUCTURE IS
 CM1676'SUPPORTED BY FIVE ROUND LEGS, HAS A LADDER ON THE WEST LEG, A
 CM1676'CENTER RISER 3 FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF
 CM1676'150 FEET.  IT IS LOCATED IN THE SOUTH SECTION OF AMERICUS, 0.1
 CM1676'MILE EAST OF THE JUNCTION OF SOUTH LEE STREET, ELM AVENUE AND
 CM1676'COLUMBIA AVENUE.
 CM1676
 CM1676                          STATION RECOVERY (1989)
 CM1676
 CM1676'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1686 ***********************************************************************
 CM1686  DESIGNATION -  AMERICUS SOU RWY MICROWAVE
 CM1686  PID         -  CM1686
 CM1686  STATE/COUNTY-  GA/SUMTER
 CM1686  USGS QUAD   -  AMERICUS (1985)
 CM1686
 CM1686                         *CURRENT SURVEY CONTROL
 CM1686  ___________________________________________________________________
 CM1686* NAD 83(1994)-  32 04 37.10904(N)    084 14 08.97711(W)     ADJUSTED  
 CM1686* NAVD 88     -                                                        
 CM1686  ___________________________________________________________________
 CM1686  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CM1686  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1686
 CM1686  HORZ ORDER  -  THIRD
 CM1686
 CM1686.The horizontal coordinates were established by classical geodetic methods
 CM1686.and adjusted by the National Geodetic Survey in September 1997..
 CM1686
 CM1686
 CM1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1686
 CM1686.The geoid height was determined by GEOID03.
 CM1686
 CM1686;                    North         East     Units Scale Factor Converg.
 CM1686;SPC GA W     -   230,253.636   693,470.943   MT  0.99990053   -0 02 12.2
 CM1686;SPC GA W     -   755,423.80  2,275,162.59   sFT  0.99990053   -0 02 12.2
 CM1686;UTM  16      - 3,552,311.799   760,917.011   MT  1.00043965   +1 28 07.6
 CM1686
 CM1686                          SUPERSEDED SURVEY CONTROL
 CM1686
 CM1686  NAD 83(1986)-  32 04 37.11302(N)    084 14 08.97767(W) AD(       ) 4
 CM1686  NAD 27      -  32 04 36.52266(N)    084 14 09.30883(W) AD(       ) 3
 CM1686
 CM1686.Superseded values are not recommended for survey control.
 CM1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1686.See file dsdata.txt to determine how the superseded data were derived.
 CM1686
 CM1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6091752312(NAD 83)
 CM1686_MARKER: 45 = MICROWAVE TOWER
 CM1686
 CM1686  HISTORY     - Date     Condition        Report By
 CM1686  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1686  HISTORY     - 1989     GOOD             USPSQD
 CM1686
 CM1686                          STATION DESCRIPTION
 CM1686
 CM1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1686'THE STATION IS THE TOP AND CENTER OF A THREE, PIPE, LEGGED
 CM1686'STEEL TOWER.  IT HAS TWO LARGE OCTAGON SHAPED ANTENNAS AND A RED
 CM1686'LIGHT AT THE TOP THAT IS NOT CENTERED.  THE TOWER IS PAINTED
 CM1686'ALTERNATELY RED AND WHITE AND IS 229 FEET HIGH.  IT IS OWNED BY
 CM1686'THE SOUTHERN RAILWAY SYSTEM.
 CM1686'
 CM1686'STATION IS LOCATED ABOUT 0.45 MILE NORTH-NORTHWEST OF THE CENTER
 CM1686'OF AMERICUS, 200 FEET SOUTH-SOUTHWEST OF MC GARRAH STREET AND
 CM1686'100 FEET SOUTH OF THE RAILROAD DEPOT.  THE COMPLETE NAME OF THIS
 CM1686'STATION IS AMERICUS SOUTHERN RAILWAY MICROWAVE KRG 39.
 CM1686
 CM1686                          STATION RECOVERY (1989)
 CM1686
 CM1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 CM1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2354 ***********************************************************************
 CM2354  PACS        -  This is a Primary Airport Control Station.
 CM2354  DESIGNATION -  AMERPORT
 CM2354  PID         -  CM2354
 CM2354  STATE/COUNTY-  GA/SUMTER
 CM2354  USGS QUAD   -  AMERICUS (1985)
 CM2354
 CM2354                         *CURRENT SURVEY CONTROL
 CM2354  ___________________________________________________________________
 CM2354* NAD 83(1994)-  32 06 39.20066(N)    084 11 11.30431(W)     ADJUSTED  
 CM2354* NAVD 88     -       139.44   (meters)     457.5    (feet)  GPS OBS   
 CM2354  ___________________________________________________________________
 CM2354  X           -     547,744.943 (meters)                     COMP
 CM2354  Y           -  -5,379,815.420 (meters)                     COMP
 CM2354  Z           -   3,370,912.978 (meters)                     COMP
 CM2354  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CM2354  ELLIP HEIGHT-         112.97  (meters)          (09/21/99) GPS OBS
 CM2354  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CM2354
 CM2354  HORZ ORDER  -  A
 CM2354  ELLP ORDER  -  THIRD     CLASS I
 CM2354
 CM2354.This mark is at Souther Field Airport (ACJ)
 CM2354
 CM2354.The horizontal coordinates were established by GPS observations
 CM2354.and adjusted by the National Geodetic Survey in September 1999..
 CM2354
 CM2354.The orthometric height was determined by GPS observations and a
 CM2354.high-resolution geoid model.
 CM2354
 CM2354.GPS derived orthometric heights for airport stations designated as
 CM2354.PACS or SACS are published to 2 decimal places.  This maintains
 CM2354.centimeter relative accuracy between the PACS and SACS.  It does
 CM2354.not indicate centimeter accuracy relative to other marks which are
 CM2354.part of the NAVD 88 network.
 CM2354
 CM2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2354
 CM2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2354
 CM2354.The ellipsoidal height was determined by GPS observations
 CM2354.and is referenced to NAD 83.
 CM2354
 CM2354.The geoid height was determined by GEOID03.
 CM2354
 CM2354;                    North         East     Units Scale Factor Converg.
 CM2354;SPC GA W     -   234,012.048   698,130.841   MT  0.99990004   -0 00 37.9
 CM2354;SPC GA W     -   767,754.53  2,290,450.93   sFT  0.99990004   -0 00 37.9
 CM2354;UTM  16      - 3,556,193.550   765,479.033   MT  1.00046926   +1 29 47.2
 CM2354
 CM2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2354!SPC GA W     -   0.99998226  x   0.99990004  =   0.99988230
 CM2354!UTM  16      -   0.99998226  x   1.00046926  =   1.00045151
 CM2354
 CM2354:                Primary Azimuth Mark                     Grid Az
 CM2354:SPC GA W     -  AMERPORT AZ MK                           226 15 39.4
 CM2354:UTM  16      -  AMERPORT AZ MK                           224 45 14.3
 CM2354
 CM2354|---------------------------------------------------------------------|
 CM2354| PID    Reference Object                     Distance      Geod. Az  |
 CM2354|                                                           dddmmss.s |
 CM2354| CM2359 AMERPORT AZ MK                      APPROX. 0.6 KM 2261501.5 |
 CM2354|---------------------------------------------------------------------|
 CM2354
 CM2354                          SUPERSEDED SURVEY CONTROL
 CM2354
 CM2354  NAD 83(1994)-  32 06 39.19970(N)    084 11 11.30088(W) AD(       ) 3
 CM2354  ELLIP H (09/03/97)  113.06   (m)                       GP(       ) 4 2
 CM2354  NAD 83(1994)-  32 06 39.20116(N)    084 11 11.29804(W) AD(       ) 3
 CM2354  NAD 83(1986)-  32 06 39.20238(N)    084 11 11.29263(W) AD(       ) 3
 CM2354  NGVD 29 (09/27/88)  139.6    (m)          458.     (f) GPS OBS        
 CM2354
 CM2354.Superseded values are not recommended for survey control.
 CM2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2354.See file dsdata.txt to determine how the superseded data were derived.
 CM2354
 CM2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6547956194(NAD 83)
 CM2354_MARKER: F = FLANGE-ENCASED ROD
 CM2354_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CM2354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM2354_STAMPING: AMERPORT 1987
 CM2354_MARK LOGO: NGS   
 CM2354_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2354+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1998
 CM2354
 CM2354  HISTORY     - Date     Condition        Report By
 CM2354  HISTORY     - 1987     MONUMENTED       NGS
 CM2354  HISTORY     - 19980427 GOOD             NGS
 CM2354  HISTORY     - 20030109 POOR             INDIV
 CM2354
 CM2354                          STATION DESCRIPTION
 CM2354
 CM2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CM2354'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 CM2354'NORTHEAST OF AMERICUS,
 CM2354'0.8 KM (0.5 MI) SOUTHEAST OF SOUTH GEORGIA TECHNICAL SCHOOL, AT
 CM2354'SOUTHER FIELD AIRPORT, AT THE JUNCTION OF THE MAIN RAMP AND THE
 CM2354'TAXIWAY.
 CM2354'OWNERSHIP--CITY OF AMERICUS, C/O AIRPORT AUTHORITY BROWN HODGES,
 CM2354'COUNTY COURTHOUSE, AMERICUS GA 31709.  PHONE (912) 924-2944.
 CM2354'
 CM2354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CM2354'STATE HIGHWAYS 27 AND 49 ON THE EAST SIDE OF AMERICUS (ROAD IS
 CM2354'ONE WAY WEST AT THIS POINT), GO NORTHEAST FOR
 CM2354'5.2 KM (3.25 MI) ON HIGHWAY 49 TO A PAVED ROAD LEFT.
 CM2354'TURN LEFT AND GO NORTHWEST FOR 1.0 KM (0.6 MI) ON COUNTY ROAD 12 TO
 CM2354'ROAD END AT AIRPORT BUILDING AND GATE.  PASS THROUGH GATE FOR 0.1
 CM2354'KM (0.05 MI) ACROSS TARMAC TO THE TAXIWAY AND THE STATION ON THE
 CM2354'RIGHT.
 CM2354'
 CM2354'THE STATION IS THE TOP CENTER OF A STAINLESS STEE ROD 8 CM BELOW
 CM2354'GROUND, DRIVEN TO THE REQUIREMENT OF 30 CM PER MINUTE AT A DEPTH OF
 CM2354'12.8 METERS, IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0
 CM2354'METERS, ENCASED IN A 14 CM PVC PIPE COVERED BY A STANDARD METAL NGS
 CM2354'LOGO CAP
 CM2354'STAMPED---AMERPORT 1987---,
 CM2354'FLUSH WITH THE GROUND.  LOCATED
 CM2354'15.6 METERS (51.2 FT) SOUTHWEST FROM THE CENTER OF THE TAXIWAY,
 CM2354'14.7 METERS (48.2 FT) NORTHEAST FROM THE CENTER OF THE RAMP,
 CM2354'9.6 METERS (31.5 FT) SOUTHWEST FROM THE SOUTHWEST END OF A CONCRETE
 CM2354'CULVERT HEADWALL, AND
 CM2354'4.4 METERS (14.5 FT) SOUTH FROM THE SOUTHWEST CORNER OF A 0.6 BY
 CM2354'1.5 CONCRETE PAD SUPPORTING AN ILLUMINATED 22 SIGN.
 CM2354'
 CM2354'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 CM2354
 CM2354                          STATION RECOVERY (1998)
 CM2354
 CM2354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 CM2354'RECOVERED AS DESCRIBED WITH THE FOLOWING CHANGES.  AIRPORT MANAGER IS
 CM2354'FRANK WILLIAMS.  THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY
 CM2354'AIRPORT CONTROL STATION (PACS) .
 CM2354
 CM2354                          STATION RECOVERY (2003)
 CM2354
 CM2354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JOS)
 CM2354'THIS POINT WAS DISTURBED BY AIRPORT MAINTANCE/UPGRADING. THE POINT WAS
 CM2354'FOUND 1 FT ABOVE GRADE WITH THE METAL COVER BROKEN OFF. THE GREASED
 CM2354'PVC SLEEVE WAS .5FT ABOVE THE BROKEN CONC. THE SS ROD WAS NOT VISIBLE.
 CM2354' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2359 ***********************************************************************
 CM2359  DESIGNATION -  AMERPORT AZ MK
 CM2359  PID         -  CM2359
 CM2359  STATE/COUNTY-  GA/SUMTER
 CM2359  USGS QUAD   -  AMERICUS (1985)
 CM2359
 CM2359                         *CURRENT SURVEY CONTROL
 CM2359  ___________________________________________________________________
 CM2359* NAD 83(1994)-  32 06 26.21491(N)    084 11 27.24156(W)     ADJUSTED  
 CM2359* NAVD 88     -       139.9    (meters)     459.     (feet)  VERTCON   
 CM2359  ___________________________________________________________________
 CM2359  X           -     547,350.828 (meters)                     COMP
 CM2359  Y           -  -5,380,069.677 (meters)                     COMP
 CM2359  Z           -   3,370,574.434 (meters)                     COMP
 CM2359  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CM2359  ELLIP HEIGHT-         113.48  (meters)          (09/03/97) GPS OBS
 CM2359  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM2359
 CM2359  HORZ ORDER  -  THIRD
 CM2359  ELLP ORDER  -  FOURTH    CLASS II
 CM2359
 CM2359.This mark is at Souther Field Airport (ACJ)
 CM2359
 CM2359.The horizontal coordinates were established by GPS observations
 CM2359.and adjusted by the National Geodetic Survey in September 1997..
 CM2359
 CM2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2359
 CM2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2359
 CM2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2359
 CM2359.The ellipsoidal height was determined by GPS observations
 CM2359.and is referenced to NAD 83.
 CM2359
 CM2359.The geoid height was determined by GEOID03.
 CM2359
 CM2359;                    North         East     Units Scale Factor Converg.
 CM2359;SPC GA W     -   233,612.180   697,712.974   MT  0.99990006   -0 00 46.4
 CM2359;SPC GA W     -   766,442.63  2,289,079.98   sFT  0.99990006   -0 00 46.4
 CM2359;UTM  16      - 3,555,782.599   765,071.595   MT  1.00046660   +1 29 38.1
 CM2359
 CM2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2359!SPC GA W     -   0.99998218  x   0.99990006  =   0.99988224
 CM2359!UTM  16      -   0.99998218  x   1.00046660  =   1.00044877
 CM2359
 CM2359:                Primary Azimuth Mark                     Grid Az
 CM2359:SPC GA W     -  AMERPORT                                 046 15 39.4
 CM2359:UTM  16      -  AMERPORT                                 044 45 14.9
 CM2359
 CM2359|---------------------------------------------------------------------|
 CM2359| PID    Reference Object                     Distance      Geod. Az  |
 CM2359|                                                           dddmmss.s |
 CM2359| CM2354 AMERPORT                            APPROX. 0.6 KM 0461453.0 |
 CM2359|---------------------------------------------------------------------|
 CM2359
 CM2359                          SUPERSEDED SURVEY CONTROL
 CM2359
 CM2359  NAD 83(1994)-  32 06 26.21591(N)    084 11 27.24089(W) AD(       ) 3
 CM2359  NAD 83(1986)-  32 06 26.21790(N)    084 11 27.23194(W) AD(       ) 3
 CM2359  NGVD 29 (09/27/88)  140.0    (m)          459.     (f) GPS OBS        
 CM2359
 CM2359.Superseded values are not recommended for survey control.
 CM2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2359.See file dsdata.txt to determine how the superseded data were derived.
 CM2359
 CM2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6507255783(NAD 83)
 CM2359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CM2359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM2359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM2359_MAGNETIC: I = MARKER IS A STEEL ROD
 CM2359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2359+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CM2359
 CM2359  HISTORY     - Date     Condition        Report By
 CM2359  HISTORY     - 1987     MONUMENTED       NGS
 CM2359
 CM2359                          STATION DESCRIPTION
 CM2359
 CM2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CM2359'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 CM2359'NORTHEAST OF AMERICUS,
 CM2359'0.8 KM (0.5 MI) SOUTHEAST OF THE SOUTH GEORGIA TECHNICAL SCHOOL, AT
 CM2359'SOUTHER FIELD AIRPORT, AT THE JUNCTION OF THE TAXIWAY AND THE MOST
 CM2359'SOUTHWESTERN RAMP LEADING TO A HANGAR.
 CM2359'OWNERSHIP--CITY OF AMERICUS, C/O AIRPORT AUTHORITY BROWN HODGES,
 CM2359'COUNTY COURTHOUSE, AMERICUS GA 31709.  PHONE (912) 924-2944.
 CM2359'
 CM2359'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CM2359'STATE HIGHWAYS 27 AND 49 ON THE EAST SIDE OF AMERICUS (ROAD IS
 CM2359'ONE WAY WEST AT THIS POINT), GO NORTHEAST FOR
 CM2359'5.2 KM (3.25 MI) ON HIGHWAY 49 TO A PAVED ROAD LEFT.
 CM2359'TURN LEFT AND GO NORTHWEST FOR 1.0 KM (0.6 MI) ON COUNTY ROAD 12 TO
 CM2359'ROAD END AT AIRPORT BUILDING AND GATE.  PASS THROUGH GATE FOR 0.1
 CM2359'KM (0.05 MI) ACROSS TARMAC TO THE TAXIWAY.
 CM2359'TURN LEFT AND GO SOUTHWEST FOR 0.6 KM (0.35 MI) ON THE TAXIWAY TO A
 CM2359'RAMP ON THE LEFT LEADING TO A HANGAR AND THE STATION ON THE LEFT.
 CM2359'
 CM2359'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 CM2359'GROUND, DRIVEN TO THE REQUIREMENT OF 30 CM PER MINUTE AT A DEPTH OF
 CM2359'13.1 METERS, IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0
 CM2359'METERS, ENCASED IS A 14 CM PVC PIPE COVERED BY A STANDARD METAL NGS
 CM2359'LOGO CAP
 CM2359'STAMPED---AMERICUS AZ MK 1987---,
 CM2359'FLUSH WITH THE GROUND.  LOCATED
 CM2359'11.4 METERS (37.4 FT) SOUTHEAST FROM THE CENTER OF THE TAXIWAY,
 CM2359'14.6 METERS (47.9 FT) SOUTHWEST FROM THE CENTER OF THE RAMP, AND
 CM2359'3.2 METERS (10.5 FT) SOUTH FROM THE CURVED EDGE OF THE PAVEMENT.
 CM2359'
 CM2359'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0037 ***********************************************************************
 DG0037  DESIGNATION -  AMES
 DG0037  PID         -  DG0037
 DG0037  STATE/COUNTY-  GA/DE KALB
 DG0037  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0037
 DG0037                         *CURRENT SURVEY CONTROL
 DG0037  ___________________________________________________________________
 DG0037* NAD 83(1994)-  33 47 12.04174(N)    084 20 24.36972(W)     ADJUSTED  
 DG0037* NAVD 88     -       301.011  (meters)     987.57   (feet)  POSTED    
 DG0037  ___________________________________________________________________
 DG0037  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DG0037  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG0037  DYNAMIC HT  -         300.680 (meters)     986.48  (feet)  COMP
 DG0037  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 DG0037
 DG0037  HORZ ORDER  -  FIRST
 DG0037  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG0037
 DG0037.The horizontal coordinates were established by classical geodetic methods
 DG0037.and adjusted by the National Geodetic Survey in September 1997..
 DG0037
 DG0037.The orthometric height was determined by differential leveling
 DG0037.and adjusted by the National Geodetic Survey in 1992..
 DG0037.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG0037.rate of 1.1 thru 2.0 mm/km.
 DG0037
 DG0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0037
 DG0037.The geoid height was determined by GEOID03.
 DG0037
 DG0037.The dynamic height is computed by dividing the NAVD 88
 DG0037.geopotential number by the normal gravity value computed on the
 DG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0037.degrees latitude (g = 980.6199 gals.).
 DG0037
 DG0037.The modeled gravity was interpolated from observed gravity values.
 DG0037
 DG0037;                    North         East     Units Scale Factor Converg.
 DG0037;SPC GA W     -   419,857.828   683,938.805   MT  0.99990318   -0 05 47.2
 DG0037;SPC GA W     - 1,377,483.56  2,243,889.23   sFT  0.99990318   -0 05 47.2
 DG0037;UTM  16      - 3,741,684.138   746,282.081   MT  1.00034781   +1 28 47.7
 DG0037
 DG0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0037!SPC GA W     -   0.99995738  x   0.99990318  =   0.99986057
 DG0037!UTM  16      -   0.99995738  x   1.00034781  =   1.00030518
 DG0037
 DG0037|---------------------------------------------------------------------|
 DG0037| PID    Reference Object                     Distance      Geod. Az  |
 DG0037|                                                           dddmmss.s |
 DG0037| DG0038 UNIVERSITY                          354.276 METERS 01839     |
 DG0037| DG0036 STILLWOOD                           APPROX. 0.6 KM 2125835.1 |
 DG0037|---------------------------------------------------------------------|
 DG0037
 DG0037                          SUPERSEDED SURVEY CONTROL
 DG0037
 DG0037  NAD 83(1986)-  33 47 12.04710(N)    084 20 24.37040(W) AD(       ) 1
 DG0037  NAD 27      -  33 47 11.67000(N)    084 20 24.64400(W) AD(       ) 1
 DG0037  NGVD 29 (??/??/92)  300.936  (m)          987.32   (f) ADJ UNCH    1 2
 DG0037
 DG0037.Superseded values are not recommended for survey control.
 DG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0037.See file dsdata.txt to determine how the superseded data were derived.
 DG0037
 DG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4628241684(NAD 83)
 DG0037_MARKER: DE = TRAVERSE STATION DISK
 DG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0037_STAMPING: AMES 1927 987.321
 DG0037_MARK LOGO: CGS   
 DG0037_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0037+STABILITY: SURFACE MOTION
 DG0037
 DG0037  HISTORY     - Date     Condition        Report By
 DG0037  HISTORY     - 1927     MONUMENTED       CGS
 DG0037  HISTORY     - 1969     GOOD             CGS
 DG0037  HISTORY     - 1969     GOOD             NGS
 DG0037  HISTORY     - 19921009 GOOD             GA-089
 DG0037
 DG0037                          STATION DESCRIPTION
 DG0037
 DG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0037'THIS TRAVERSE STATION AND BENCH MARK IS LOCATED BETWEEN
 DG0037'CAMERON COURT AND DECATUR ROAD IN E SIDE OF BRIARCLIFF ROAD
 DG0037'IN SIDEWALK BETWEEN TWO CONCRETE DRIVEWAYS ABOUT 500 FEET
 DG0037'S OF ASA G. CANDLER JR.S S DRIVEWAY.  4.46 FEET NW FROM
 DG0037'NE CORNER OF CONCRETE DRIVEWAY.  5.9 FEET SW FROM SE CORNER
 DG0037'OF CONCRETE DRIVEWAY.  14.4 FEET S FROM NAIL IN BASE OF
 DG0037'TELEPHONE POLE IN E SIDE OF BRIARCLIFF ROAD AND 205 FEET
 DG0037'NE FROM FIRE HYDRANT ON W SIDE OF BRIARCLIFF ROAD.
 DG0037'
 DG0037'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDERS,
 DG0037'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES AT
 DG0037'THE BASE.  CAST-IRON COVER OVER TOP OF THE MARK.
 DG0037
 DG0037                          STATION RECOVERY (1969)
 DG0037
 DG0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 DG0037'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 DG0037'ADDITION.
 DG0037'
 DG0037'(1) THE MARK IS IN THE SIDEWALK AND IS INSIDE A CAST IRON
 DG0037'PIPE WITH A CAP WHICH HAS THE LETTERS USC AND GS CAST THEREON.
 DG0037'ACCESS TO THE MARK CAN BE HAD BY REMOVING THE CAP.
 DG0037'
 DG0037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ATLANTA
 DG0037
 DG0037                          STATION RECOVERY (1969)
 DG0037
 DG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DG0037'AT ATLANTA.
 DG0037'AT ATLANTA, DEKALB COUNTY, 3.5 MILES NORTHEAST OF DOWNTOWN
 DG0037'FIVE POINTS, ON THE SOUTHEAST SIDE OF BRIARCLIFF ROAD
 DG0037'NORTHEAST BETWEEN CHALMETTE AND NORMANDY DRIVES, 205 FEET EAST
 DG0037'OF A FIRE HYDRANT ON THE WEST SIDE OF BRIARCLIFF ROAD, 90
 DG0037'FEET SOUTH OF THE PROJECTED CENTER LINE OF NORMANDY ROAD, 14
 DG0037'FEET SOUTH OF A POLE, BETWEEN TWO DRIVEWAYS, 6 FEET WEST OF THE
 DG0037'SOUTH CORNER OF THE NORTH ONE OF THE TWO DRIVEWAYS, 4 FEET
 DG0037'NORTHWEST OF THE SOUTH CORNER OF THE NORTH DRIVEWAY, 4 FEET
 DG0037'NORTHWEST OF THE NORTH CORNER OF THE SOUTH DRIVEWAY, AND IN THE
 DG0037'SIDEWALK.  A STANDARD TRAVERSE-STATION DISK, STAMPED 987.321
 DG0037'AMES 1927 AND SET UNDER GROUND IN THE TOP OF A CONCRETE POST,
 DG0037'ACCESS TO WHICH IS HAD THROUGH A CAST-IRON MANHOLE COVER FLUSH
 DG0037'WITH THE SIDEWALK.
 DG0037
 DG0037                          STATION RECOVERY (1992)
 DG0037
 DG0037'RECOVERY NOTE BY DE KALB COUNTY GEORGIA 1992 (DAM)
 DG0037'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5026 ***********************************************************************
 AI5026  SACS        -  This is a Secondary Airport Control Station.
 AI5026  DESIGNATION -  AMG A
 AI5026  PID         -  AI5026
 AI5026  STATE/COUNTY-  GA/BACON
 AI5026  USGS QUAD   -  SESSOMS (1988)
 AI5026
 AI5026                         *CURRENT SURVEY CONTROL
 AI5026  ___________________________________________________________________
 AI5026* NAD 83(1994)-  31 31 47.52632(N)    082 30 10.94155(W)     ADJUSTED  
 AI5026* NAVD 88     -        57.12   (meters)     187.4    (feet)  GPS OBS   
 AI5026  ___________________________________________________________________
 AI5026  X           -     709,975.448 (meters)                     COMP
 AI5026  Y           -  -5,395,010.379 (meters)                     COMP
 AI5026  Z           -   3,316,125.504 (meters)                     COMP
 AI5026  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AI5026  ELLIP HEIGHT-          29.06  (meters)          (03/29/00) GPS OBS
 AI5026  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AI5026
 AI5026  HORZ ORDER  -  FIRST
 AI5026  ELLP ORDER  -  FOURTH    CLASS I
 AI5026
 AI5026.This mark is at Bacon County Airport (AMG)
 AI5026
 AI5026.The horizontal coordinates were established by GPS observations
 AI5026.and adjusted by the National Geodetic Survey in March 2000..
 AI5026
 AI5026.The orthometric height was determined by GPS observations and a
 AI5026.high-resolution geoid model.
 AI5026
 AI5026.GPS derived orthometric heights for airport stations designated as
 AI5026.PACS or SACS are published to 2 decimal places.  This maintains
 AI5026.centimeter relative accuracy between the PACS and SACS.  It does
 AI5026.not indicate centimeter accuracy relative to other marks which are
 AI5026.part of the NAVD 88 network.
 AI5026
 AI5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5026
 AI5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5026
 AI5026.The ellipsoidal height was determined by GPS observations
 AI5026.and is referenced to NAD 83.
 AI5026
 AI5026.The geoid height was determined by GEOID03.
 AI5026
 AI5026;                    North         East     Units Scale Factor Converg.
 AI5026;SPC GA E     -   169,641.648   168,057.091   MT  0.99991258   -0 10 33.3
 AI5026;SPC GA E     -   556,565.97    551,367.31   sFT  0.99991258   -0 10 33.3
 AI5026;UTM  17      - 3,489,306.007   357,302.814   MT  0.99985115   -0 47 10.1
 AI5026
 AI5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5026!SPC GA E     -   0.99999544  x   0.99991258  =   0.99990802
 AI5026!UTM  17      -   0.99999544  x   0.99985115  =   0.99984659
 AI5026
 AI5026                          SUPERSEDED SURVEY CONTROL
 AI5026
 AI5026.No superseded survey control is available for this station.
 AI5026
 AI5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ5730389306(NAD 83)
 AI5026_MARKER: DD = SURVEY DISK
 AI5026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5026_STAMPING: AMG A 1996
 AI5026_MARK LOGO: NGS   
 AI5026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5026+STABILITY: SURFACE MOTION
 AI5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5026+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1998
 AI5026
 AI5026  HISTORY     - Date     Condition        Report By
 AI5026  HISTORY     - 1996     MONUMENTED       NGS
 AI5026  HISTORY     - 19980730 GOOD             NGS
 AI5026
 AI5026                          STATION DESCRIPTION
 AI5026
 AI5026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI5026'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) EAST OF NICHOLLS, 0.9
 AI5026'KM (0.55 MI) WEST OF ALMA AND AT THE ALMA-BACON COUNTY AIRPORT.
 AI5026'OWNERSHIP--BACON COUNTY, BACON COUNTY COURTHOUSE, ALMA, GA 31518.
 AI5026'AIRPORT MANAGER IS GLOVER SCOTT, PHONE (912) 632-4794.  TO REACH FROM
 AI5026'THE JUNCTION OF US HIGHWAYS 1/23 AND STATE HIGWAY 32 IN ALMA, GO WEST,
 AI5026'THEN NORTH FOLLOWING STATE HIGHWAY 32 FOR 1.0 KM (0.60 MI) TO A
 AI5026'T-JUNCTION.  TURN LEFT AND GO WESTERLY ON STATE HIGHWAY 32 FOR 3.9 KM
 AI5026'(2.40 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE AIRPORT
 AI5026'ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO A HANGAR JUST AHEAD AND THE
 AI5026'APRON.  BEAR RIGHT AND GO SOUTHWESTERLY ACROSS THE APRON THEN ON A
 AI5026'CONNECTOR TAXIWAY FOR 0.12 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT AND
 AI5026'GO SOUTH-SOUTHEAST ON THE RUNWAY FOR 0.5 KM (0.30 MI) TO A PAVED LANE
 AI5026'ON THE RIGHT.  CONTINUE AHEAD ON AND GO SOUTH-SOUTHEAST ON THE RUNWAY
 AI5026'FOR 0.89 KM (0.55 MI) TO THE RUNWAY THRESHOLD BAR AND THE STATION ON
 AI5026'THE RIGHT (ON LINE WITH THE APPROACH SIDE OF THE THRESHOLD BAR) .  THE
 AI5026'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M
 AI5026'(3.3 FT) LONG FENO PIPE, RECESSED 5 CM BELOW GROUND LEVEL AND ENCASED
 AI5026'IN A 15 CM DIA.  PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AI5026'LOGO CAP AND CONCRETE ARE SET RECESSED 2 CM BELOW GROUND LEVEL.  THREE
 AI5026'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  IT IS 42.2
 AI5026'M (138.5 FT) WEST-SOUTHWEST OF THE RUNWAY CENTER, 36.5 M (119.8 FT)
 AI5026'SOUTH-SOUTHWEST OF THE FIRST RUNWAY LIGHT, 36.4 M (119.4 FT)
 AI5026'SOUTH-SOUTHWEST OF THE FIRST CLEAR/AMBER RUNWAY LIGHT, 15.1 M (49.5
 AI5026'FT) WEST OF THE SOUTHWESTERN MOST 1 OF 4 RED/GREEN THRESHOLD LIGHTS,
 AI5026'6.6 M (21.7 FT) EAST-NORTHEAST OF A WITNESS POST.  NOTE--THIS STATION
 AI5026'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1762 ***********************************************************************
 ED1762  DESIGNATION -  AMMY
 ED1762  PID         -  ED1762
 ED1762  STATE/COUNTY-  GA/GWINNETT
 ED1762  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1762
 ED1762                         *CURRENT SURVEY CONTROL
 ED1762  ___________________________________________________________________
 ED1762* NAD 83(1994)-  34 02 07.23477(N)    083 57 38.65931(W)     ADJUSTED  
 ED1762* NAVD 88     -       368.5    (meters)    1209.     (feet)  VERTCON   
 ED1762  ___________________________________________________________________
 ED1762  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED1762  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 ED1762
 ED1762  HORZ ORDER  -  FIRST
 ED1762
 ED1762.The horizontal coordinates were established by classical geodetic methods
 ED1762.and adjusted by the National Geodetic Survey in September 1997..
 ED1762
 ED1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1762
 ED1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1762
 ED1762.The geoid height was determined by GEOID03.
 ED1762
 ED1762;                    North         East     Units Scale Factor Converg.
 ED1762;SPC GA W     -   447,442.763   719,014.842   MT  0.99990446   +0 06 54.9
 ED1762;SPC GA W     - 1,467,985.13  2,358,967.86   sFT  0.99990446   +0 06 54.9
 ED1762;UTM  17      - 3,770,029.847   226,649.700   MT  1.00052120   -1 39 29.4
 ED1762;UTM  16      - 3,770,242.574   780,602.427   MT  1.00057073   +1 42 07.9
 ED1762
 ED1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1762!SPC GA W     -   0.99994678  x   0.99990446  =   0.99985125
 ED1762!UTM  17      -   0.99994678  x   1.00052120  =   1.00046796
 ED1762!UTM  16      -   0.99994678  x   1.00057073  =   1.00051748
 ED1762
 ED1762:                Primary Azimuth Mark                     Grid Az
 ED1762:SPC GA W     -  DACULA RESET                             132 22 21.8
 ED1762:UTM  17      -  DACULA RESET                             134 08 46.1
 ED1762:UTM  16      -  DACULA RESET                             130 47 08.8
 ED1762
 ED1762|---------------------------------------------------------------------|
 ED1762| PID    Reference Object                     Distance      Geod. Az  |
 ED1762|                                                           dddmmss.s |
 ED1762| AB6433 DACULA RESET                        APPROX. 8.6 KM 1322916.7 |
 ED1762| CZ4246 AMMY RM 1                            34.769 METERS 13527     |
 ED1762| DF2742 LAWRENCEVILLE CO POLICE MAST        APPROX.10.1 KM 1801506.3 |
 ED1762| DF2749 LAWRENCEVILLE RAD STA WLAW MST      APPROX. 8.7 KM 1894913.2 |
 ED1762| EE1651 SUWANEE COUNTY TANK                 APPROX. 7.0 KM 2710024.3 |
 ED1762| CZ4247 AMMY RM 2                            29.474 METERS 29201     |
 ED1762| CZ4245 AMMY AZ MK                                         3171713.2 |
 ED1762| EE1646 BUFORD S MUN TANK                   APPROX. 9.8 KM 3350935.8 |
 ED1762| EE1647 BUFORD SOU RWY MICROWAVE            APPROX.10.3 KM 3351333.7 |
 ED1762| EE1636 BUFORD N MUN TANK                   APPROX.11.0 KM 3381956.1 |
 ED1762| EE1635 BUFORD SOU BELL MICROWAVE           APPROX.11.8 KM 3410915.4 |
 ED1762| ED1763 BUFORD COUNTY STANDPIPE             APPROX. 7.2 KM 3461221.9 |
 ED1762|---------------------------------------------------------------------|
 ED1762
 ED1762                          SUPERSEDED SURVEY CONTROL
 ED1762
 ED1762  NAD 83(1986)-  34 02 07.24128(N)    083 57 38.65844(W) AD(       ) 1
 ED1762  NAD 27      -  34 02 06.87135(N)    083 57 39.00763(W) AD(       ) 1
 ED1762  NGVD 29 (07/19/86)  368.5    (m)         1209.     (f) VERT ANG       
 ED1762
 ED1762.Superseded values are not recommended for survey control.
 ED1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1762.See file dsdata.txt to determine how the superseded data were derived.
 ED1762
 ED1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2665070030(NAD 83)
 ED1762_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1762+STABILITY: SURFACE MOTION
 ED1762
 ED1762  HISTORY     - Date     Condition        Report By
 ED1762  HISTORY     - 1975     MONUMENTED       NGS
 ED1762  HISTORY     - 19930328 SEE DESCRIPTION  NGS
 ED1762
 ED1762                          STATION DESCRIPTION
 ED1762
 ED1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1762'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF AUBURN, 6.5
 ED1762'MILES SOUTH-SOUTHEAST OF BUFORD, 6 MILES NORTH OF LAWRENCEVILLE,
 ED1762'4.75 MILES NORTHWEST OF DACULA AND ON PROPERTY OWNED BY MRS. AMMY
 ED1762'JOHNSON.
 ED1762'
 ED1762'TO REACH FROM THE POST OFFICE IN THE SMALL COMMUNITY OF AUBURN, GO
 ED1762'WEST ON U.S. HIGHWAY 29 FOR 1.7 MILES TO THE JUNCTION OF STATE ROUTE
 ED1762'324 ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY 324 FOR
 ED1762'5.95 MILES TO THE JUNCTION OF STATE ROUTE 124.  TURN LEFT ON
 ED1762'HIGHWAY 124 AND GO WEST FOR 1.85 MILES TO A FORK AT CROWES GENERAL
 ED1762'STORE.  TAKE RIGHT FORK, LEAVING HIGHWAY 124 AND CONTINUE
 ED1762'WEST FOR 0.35 MILE TO A PAVED ROAD LEFT.  (TO REACH AZIMUTH MARK
 ED1762'FROM HERE CONTINUE WEST ON PAVED ROAD FOR 0.15 MILE TO MARK ON
 ED1762'THE LEFT ABOUT 6 FEET HIGHER THAN ROAD AND ACROSS FROM A PAVED
 ED1762'ROAD RIGHT.) TURN LEFT AND GO SOUTH FOR 0.1 MILE TO STATION ON
 ED1762'THE RIGHT AT HIGHEST PART OF HILL AND ABOUT 117 FEET WEST OF
 ED1762'PAVED ROAD.
 ED1762'
 ED1762'THE STATION MARKS ARE STANDARD DISKS STAMPED AMMY 1975.  THE
 ED1762'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1762'MONUMENT 16-INCHES BELOW THE GROUND SURFACE.  IT IS 117 FEET WEST
 ED1762'OF THE CENTER OF A PAVED ROAD, 112 FEET NORTHWEST OF UTILITY POLE,
 ED1762'97 FEET SOUTHEAST OF A METAL WITNESS POST AND 29 FEET NORTH OF A
 ED1762'24-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 ED1762'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ED1762'
 ED1762'REFERENCE MARK 1, A STANDARD DISK STAMPED AMMY NO 1 1975, IS SET
 ED1762'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 ED1762'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 105 FEET SOUTHEAST OF THE
 ED1762'24-INCH PINE TREE, 42.4 FEET WEST OF THE CENTER OF THE PAVED ROAD
 ED1762'AND 1 FOOT WEST OF THE UTILITY POLE.
 ED1762'
 ED1762'REFERENCE MARK 2, A STANDARD DISK STAMPED AMMY NO 2 1975, IS SET
 ED1762'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1762'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 102 FEET
 ED1762'NORTHWEST OF THE 24-INCH PINE TREE, 1.2 FEET NORTH OF A BARBWIRE
 ED1762'FENCE AND 2 FEET EAST OF A METAL WITNESS POST.
 ED1762'
 ED1762'REFERENCE MARK 3, A STANDARDDISK STAMPED AZ AMMY NO 3 1975, IS
 ED1762'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1762'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.5 FEET SOUTH
 ED1762'OF THE CENTER OF A PAVED ROAD, 1.3 FEET NORTH OF A BARBWIRE FENCE
 ED1762'AND 1.1 FEET EAST OF A METAL WITNESS POST.
 ED1762'
 ED1762'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 ED1762
 ED1762                          STATION RECOVERY (1993)
 ED1762
 ED1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1762'A HOUSE HAS BEEN BUILT RIGHT ON TOP OF THE STATION, ACCORDING TO
 ED1762'REFERENCE MARK TIES.  THE STATION IS PRESUMABLY DESTROYED.  REMOTELY
 ED1762'POSSIBLE THAT IT IS SERVING AS A COFFEE TABLE IN THE LIVING ROOM IN
 ED1762'ORIGINAL CONDITION.  RESIDENTS WERE NOT HOME TO TALK TO.  HOUSE
 ED1762'ADDRESS IS 1988 SUNNY HILL ROAD.  RM 2 IS IN BACK OF THE HOUSE BY THE
 ED1762'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0934 ***********************************************************************
 DF0934  DESIGNATION -  AMOUS
 DF0934  PID         -  DF0934
 DF0934  STATE/COUNTY-  GA/MONROE
 DF0934  USGS QUAD   -  FORSYTH (1985)
 DF0934
 DF0934                         *CURRENT SURVEY CONTROL
 DF0934  ___________________________________________________________________
 DF0934* NAD 83(1994)-  33 00 49.83987(N)    083 54 47.03736(W)     ADJUSTED  
 DF0934* NAVD 88     -       199.426  (meters)     654.28   (feet)  POSTED    
 DF0934  ___________________________________________________________________
 DF0934  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DF0934  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF0934  DYNAMIC HT  -         199.210 (meters)     653.57  (feet)  COMP
 DF0934  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 DF0934
 DF0934  HORZ ORDER  -  SECOND
 DF0934  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DF0934
 DF0934.The horizontal coordinates were established by classical geodetic methods
 DF0934.and adjusted by the National Geodetic Survey in September 1997..
 DF0934
 DF0934.The orthometric height was determined by differential leveling
 DF0934.and adjusted by the National Geodetic Survey in 1992..
 DF0934.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DF0934.rate of 0.0 thru 1.0 mm/km.
 DF0934
 DF0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF0934
 DF0934.The geoid height was determined by GEOID03.
 DF0934
 DF0934.The dynamic height is computed by dividing the NAVD 88
 DF0934.geopotential number by the normal gravity value computed on the
 DF0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0934.degrees latitude (g = 980.6199 gals.).
 DF0934
 DF0934.The modeled gravity was interpolated from observed gravity values.
 DF0934
 DF0934;                    North         East     Units Scale Factor Converg.
 DF0934;SPC GA W     -   334,165.206   723,693.764   MT  0.99990692   +0 08 17.4
 DF0934;SPC GA W     - 1,096,340.35  2,374,318.62   sFT  0.99990692   +0 08 17.4
 DF0934;UTM  17      - 3,656,592.898   227,868.027   MT  1.00051321   -1 35 17.3
 DF0934
 DF0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF0934!SPC GA W     -   0.99997296  x   0.99990692  =   0.99987989
 DF0934!UTM  17      -   0.99997296  x   1.00051321  =   1.00048616
 DF0934
 DF0934|---------------------------------------------------------------------|
 DF0934| PID    Reference Object                     Distance      Geod. Az  |
 DF0934|                                                           dddmmss.s |
 DF0934| CY7782 AMOUS RM                              9.825 METERS 11110     |
 DF0934| DF2487 IRA                                 487.685 METERS 1295051.1 |
 DF0934|---------------------------------------------------------------------|
 DF0934
 DF0934                          SUPERSEDED SURVEY CONTROL
 DF0934
 DF0934  NAD 83(1986)-  33 00 49.84495(N)    083 54 47.03572(W) AD(       ) 2
 DF0934  NAD 27      -  33 00 49.32400(N)    083 54 47.33200(W) AD(       ) 2
 DF0934
 DF0934.Superseded values are not recommended for survey control.
 DF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0934.See file dsdata.txt to determine how the superseded data were derived.
 DF0934
 DF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2786856593(NAD 83)
 DF0934_MARKER: DS = TRIANGULATION STATION DISK
 DF0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0934
 DF0934  HISTORY     - Date     Condition        Report By
 DF0934  HISTORY     - 1917     MONUMENTED       CGS
 DF0934  HISTORY     - 1919     SEE DESCRIPTION  CGS
 DF0934  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DF0934
 DF0934                          STATION DESCRIPTION
 DF0934
 DF0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 DF0934'ABOUT 2 MILES SOUTH OF FORSYTH, 2 RAILS NORTH OF BATTERY
 DF0934'WELL, JUST OPPOSITE WHISTLE BOARD FOR ROAD CROSSING, AT
 DF0934'INTERSECTION OF BACK TANGENT OF RIGHT RAIL AND FORWARD TANGENT
 DF0934'OF LEFT RAIL, 22.325 METERS (73.24 FEET) LEFT OF RAIL.  REFERENCE
 DF0934'MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 DF0934'IS 9.825 METERS (32.23 FEET)
 DF0934'FROM STATION IN GRID AZIMUTH 291 DEG 02 MIN.  IN 1919,
 DF0934'REPORTED THAT BOTH STATION AND REFERENCE MARKS WERE DESTROYED.
 DF0934'UNDERGROUND MARK WAS RECOVERED, APPARENTLY NOT DISTURBED.
 DF0934
 DF0934                          STATION RECOVERY (1954)
 DF0934
 DF0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DF0934'THE SURFACE MARK AND REFERENCE MARK WERE REPORTED DESTROYED
 DF0934'IN 1919.  THE ORIGINAL SITE OF THE MARK IS NOW A DEEP DITCH
 DF0934'ON THE N SIDE OF U.S. HIGHWAY 41.  THE SUBSURFACE MARK
 DF0934'IS NOW DESTROYED.
 DF0934'
 DF0934'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1642 ***********************************************************************
 CL1642  DESIGNATION -  AMY RESET
 CL1642  PID         -  CL1642
 CL1642  STATE/COUNTY-  GA/MONROE
 CL1642  USGS QUAD   -  SMARR (1974)
 CL1642
 CL1642                         *CURRENT SURVEY CONTROL
 CL1642  ___________________________________________________________________
 CL1642* NAD 83(1994)-  32 59 58.71044(N)    083 54 02.72090(W)     ADJUSTED  
 CL1642* NAVD 88     -       201.777  (meters)     662.00   (feet)  POSTED    
 CL1642  ___________________________________________________________________
 CL1642  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CL1642  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CL1642  DYNAMIC HT  -         201.560 (meters)     661.28  (feet)  COMP
 CL1642  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 CL1642
 CL1642  HORZ ORDER  -  SECOND
 CL1642  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1642
 CL1642.The horizontal coordinates were established by classical geodetic methods
 CL1642.and adjusted by the National Geodetic Survey in September 1997..
 CL1642
 CL1642.The orthometric height was determined by differential leveling
 CL1642.and adjusted by the National Geodetic Survey in 1992..
 CL1642.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1642.rate of 0.0 thru 1.0 mm/km.
 CL1642
 CL1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1642
 CL1642.The geoid height was determined by GEOID03.
 CL1642
 CL1642.The dynamic height is computed by dividing the NAVD 88
 CL1642.geopotential number by the normal gravity value computed on the
 CL1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1642.degrees latitude (g = 980.6199 gals.).
 CL1642
 CL1642.The modeled gravity was interpolated from observed gravity values.
 CL1642
 CL1642;                    North         East     Units Scale Factor Converg.
 CL1642;SPC GA W     -   332,593.062   724,847.877   MT  0.99990761   +0 08 41.4
 CL1642;SPC GA W     - 1,091,182.40  2,378,105.08   sFT  0.99990761   +0 08 41.4
 CL1642;UTM  17      - 3,654,985.739   228,974.931   MT  1.00050579   -1 34 50.9
 CL1642
 CL1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1642!SPC GA W     -   0.99997258  x   0.99990761  =   0.99988020
 CL1642!UTM  17      -   0.99997258  x   1.00050579  =   1.00047836
 CL1642
 CL1642|---------------------------------------------------------------------|
 CL1642| PID    Reference Object                     Distance      Geod. Az  |
 CL1642|                                                           dddmmss.s |
 CL1642| CY7784 AMY RM 2                             13.635 METERS 04449     |
 CL1642| CY7783 AMY RM                               13.200 METERS 05140     |
 CL1642| CL2784 AMY 1917 PTA                        460.391 METERS 0884111.5 |
 CL1642| CY7785 AMY RM 3                                           0940420.7 |
 CL1642|---------------------------------------------------------------------|
 CL1642
 CL1642                          SUPERSEDED SURVEY CONTROL
 CL1642
 CL1642  NAD 83(1986)-  32 59 58.71576(N)    083 54 02.71931(W) AD(       ) 2
 CL1642  NAD 27      -  32 59 58.24114(N)    083 54 03.05168(W) AD(       ) 2
 CL1642  NGVD 29 (07/19/86)  202.0    (m)          663.     (f) VERT ANG       
 CL1642
 CL1642.Superseded values are not recommended for survey control.
 CL1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1642.See file dsdata.txt to determine how the superseded data were derived.
 CL1642
 CL1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2897554986(NAD 83)
 CL1642_MARKER: DS = TRIANGULATION STATION DISK
 CL1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1642
 CL1642  HISTORY     - Date     Condition        Report By
 CL1642  HISTORY     - 1917     MONUMENTED       CGS
 CL1642  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CL1642  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL1642  HISTORY     - 1974     GOOD             NGS
 CL1642  HISTORY     - 1975     GOOD             NGS
 CL1642
 CL1642                          STATION DESCRIPTION
 CL1642
 CL1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 CL1642'ABOUT 3-1/4 MILES SOUTH OF FORSYTH DEPOT, ON CENTRAL OF
 CL1642'GEORGIA RAILWAY, ON EXTENSION OF FORWARD AND BACK TANGENTS
 CL1642'OF LEFT RAIL, 28 RAILS SOUTH OF MILEPOST A-80, 5.0 METERS
 CL1642'(16 FEET) TO LEFT OF RAIL.  REFERENCE MARK, A STANDARD DISK
 CL1642'SET IN A SQUARE CONCRETE MONUMENT,
 CL1642'IS 13.200 METERS (43.31 FEET) FROM STATION IN
 CL1642'GRID AZIMUTH 231 DEG 31 MIN.
 CL1642
 CL1642                          STATION RECOVERY (1954)
 CL1642
 CL1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1642'THE SURFACE MARK WAS FOUND DESTROYED.  THE DISK WAS NOT
 CL1642'RECLAIMED.  THE SUBSURFACE MARK WAS FOUND IN GOOD CONDITION.
 CL1642'THE REFERENCE MARK WAS FOUND DESTROYED, AND THE DISK RECLAIMED.
 CL1642'THE SUBSURFACE MARK WAS LOWERED, AND A NEW SURFACE MARK WAS
 CL1642'SET.
 CL1642'
 CL1642'LOCATED 3.2 MI. SE ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CL1642'THE STATION IN FORSYTH, AT THE INTERSECTION OF THE EXTENDED
 CL1642'TANGENTS OF THE W RAIL FROM THE S AND N, AND 16 FT. W OF THE
 CL1642'W RAIL OF THE MAIN LINE.  IT IS DIRECTLY BELOW A 10-FT. BANK.
 CL1642'IT IS A STANDARD TRAVERSE DISK, SET IN THE TOP OF A CONCRETE
 CL1642'POST PROJECTING 4 IN. AND IS STAMPED AMY 1917 1954.  THE
 CL1642'SUBSURFACE MARK IS A DISK SET IN CONCRETE.
 CL1642'
 CL1642'THIS IS A TRAVERSE STATION.
 CL1642
 CL1642                          STATION RECOVERY (1973)
 CL1642
 CL1642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (LMS)
 CL1642'AREA COVERED BY UNDERGROWTH.  MAY STILL EXIST.
 CL1642
 CL1642                          STATION RECOVERY (1974)
 CL1642
 CL1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CL1642'THE STATION MARK WAS RECOVERED BASICALLY AS DESCRIBED IN
 CL1642'1954.  REFERENCE MARKS 2 AND 3 WERE ESTABLISHED AT THIS TIME.  A
 CL1642'TEMPORARY POINT WAS USED TO MAKE A TIE TO TRIANGULATION STATION
 CL1642'MIDWAY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CL1642'
 CL1642'THE STATION IS LOCATED 3 MILES SOUTHEAST OF FORSYTH, ON THE
 CL1642'RIGHT-OF-WAY OF THE CENTRAL OF GEORGIA RAILROAD, ALONG U.S. HIGHWAY
 CL1642'41, AT THE BASE OF A 10 FOOT HIGH CUTBANK, IN DENSE BRUSH.
 CL1642'
 CL1642'TO REACH THE STATION FROM THE COURTHOUSE IN FORSYTH, GO SOUTHEAST
 CL1642'ON U.S. HIGHWAY 41 AND STATE HIGHWAY 18 FOR 1.1 MILES TO A ROAD
 CL1642'LEFT.  CONTINUE SOUTH ON HIGHWAY 41 FOR 1.35 MILES TO COUNTY
 CL1642'ROUTE 15 ON THE LEFT.  CONTINUE ON HIGHWAY 41 FOR 0.9 MILE TO A
 CL1642'DRIVEWAY ON THE RIGHT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 CL1642'ABOUT 100 FEET TO THE STATION ON THE LEFT.
 CL1642'
 CL1642'THE SURFACE STATION MARK, A STANDARD DISK STAMPED AMY 1917 1954,
 CL1642'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CL1642'IS FLUSH WITH THE GROUND.  IT IS 31.5 FEET NORTHEAST OF AND 8
 CL1642'FEET LOWER THAN THE HIGHWAY CENTER, 16.6 FEET SOUTHWEST OF AND 2
 CL1642'FEET LOWER THAN THE WEST RAIL OF THE SINGLE TRACK AND 3.8 FEET
 CL1642'SOUTH OF A METAL WITNESS POST.  THE 1954 DATA STATES THAT THERE
 CL1642'IS AN UNDERGROUND DISK.
 CL1642'
 CL1642'REFERENCE MARK 2, A STANDARD DISK STAMPED AMY 1917 NO 2 1974, IS
 CL1642'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CL1642'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 22.8 FEET NORTHEAST OF AND
 CL1642'3 FEET HIGHER THAN THE EAST RAIL, 31.5 FEET NORTHWEST OF A
 CL1642'TELEPHONE POLE AND 2.1 FEET NORTH OF A METAL WITNESS POST.
 CL1642'
 CL1642'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ AMY 1917 NO 3 1974,
 CL1642'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL1642'THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 52 FEET NORTH OF AND
 CL1642'5 FEET HIGHER THAN THE ROAD CENTER, 1.8 FEET NORTH-NORTHWEST OF A
 CL1642'METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 CL1642'
 CL1642'TO REACH REFERENCE MARK 3, CONTINUE SOUTHEAST ON HIGHWAY 41 FOR
 CL1642'0.1 MILE TO A PAVED ROAD LEFT.  TURN LEFT, CROSSING TRACKS, THEN
 CL1642'RIGHT FOR 0.1 MILE TO A ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 CL1642'THE PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CL1642'
 CL1642'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CL1642'
 CL1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL1642'3 MILES SOUTHEAST OF FORSYTH.
 CL1642
 CL1642                          STATION RECOVERY (1975)
 CL1642
 CL1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CL1642'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 CL1642'GOOD CONDITION.  REFERENCE MARK 2 WAS ESTABLISHED IN 1974.
 CL1642'
 CL1642'1974 RECOVERY NOTE ADEQUATE.
 CL1642'
 CL1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL1642'3.2 MILES SOUTHEAST OF FORSYTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1124 ***********************************************************************
 BS1124  DESIGNATION -  AN
 BS1124  PID         -  BS1124
 BS1124  STATE/COUNTY-  GA/JEFF DAVIS
 BS1124  USGS QUAD   -  HAZLEHURST SOUTH (1971)
 BS1124
 BS1124                         *CURRENT SURVEY CONTROL
 BS1124  ___________________________________________________________________
 BS1124* NAD 83(1986)-  31 50 42.     (N)    082 36 30.     (W)     SCALED    
 BS1124* NAVD 88     -        76.699  (meters)     251.64   (feet)  ADJUSTED  
 BS1124  ___________________________________________________________________
 BS1124  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BS1124  DYNAMIC HT  -          76.608 (meters)     251.34  (feet)  COMP
 BS1124  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 BS1124
 BS1124  VERT ORDER  -  FIRST     CLASS II
 BS1124
 BS1124.The horizontal coordinates were scaled from a topographic map and have
 BS1124.an estimated accuracy of +/- 6 seconds.
 BS1124
 BS1124.The orthometric height was determined by differential leveling
 BS1124.and adjusted by the National Geodetic Survey in June 1991..
 BS1124
 BS1124.The geoid height was determined by GEOID03.
 BS1124
 BS1124.The dynamic height is computed by dividing the NAVD 88
 BS1124.geopotential number by the normal gravity value computed on the
 BS1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1124.degrees latitude (g = 980.6199 gals.).
 BS1124
 BS1124.The modeled gravity was interpolated from observed gravity values.
 BS1124
 BS1124;                    North         East    Units  Estimated Accuracy
 BS1124;SPC GA E     -   204,620.      158,200.      MT  (+/- 180 meters Scaled)
 BS1124
 BS1124                          SUPERSEDED SURVEY CONTROL
 BS1124
 BS1124  NGVD 29 (??/??/92)   76.939  (m)          252.42   (f) ADJ UNCH    1 2
 BS1124
 BS1124.Superseded values are not recommended for survey control.
 BS1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1124.See file dsdata.txt to determine how the superseded data were derived.
 BS1124
 BS1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR478243(NAD 83)
 BS1124_MARKER: N = NAIL
 BS1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1124_SP_SET: TREE ROOT
 BS1124_STAMPING: AN
 BS1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1124
 BS1124  HISTORY     - Date     Condition        Report By
 BS1124  HISTORY     - 1959     MONUMENTED       CGS
 BS1124
 BS1124                          STATION DESCRIPTION
 BS1124
 BS1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BS1124'1.6 MI SW FROM HAZLEHURST.
 BS1124'AN IS A COPPER NAIL AND WASHER STAMPED AN, IN A NOTCH CUT IN THE
 BS1124'TOP OF A ROOT ON THE NORTHEAST SIDE OF A 30-INCH OAK TREE,
 BS1124'36 1/2 FEET NORTHEAST OF BENCH MARK N 243.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5905 ***********************************************************************
 DF5905  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5905  DESIGNATION -  ANC
 DF5905  PID         -  DF5905
 DF5905  STATE/COUNTY-  GA/RICHMOND
 DF5905  USGS QUAD   -  MARTINEZ (1980)
 DF5905
 DF5905                         *CURRENT SURVEY CONTROL
 DF5905  ___________________________________________________________________
 DF5905* NAD 83(1994)-  33 30 38.57303(N)    082 02 03.38027(W)     ADJUSTED  
 DF5905* NAVD 88     -        88.30   (meters)     289.7    (feet)  GPS OBS   
 DF5905  ___________________________________________________________________
 DF5905  X           -     737,729.304 (meters)                     COMP
 DF5905  Y           -  -5,272,096.933 (meters)                     COMP
 DF5905  Z           -   3,501,357.482 (meters)                     COMP
 DF5905  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DF5905  ELLIP HEIGHT-          58.43  (meters)          (05/19/05) GPS OBS
 DF5905  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF5905
 DF5905  HORZ ORDER  -  FIRST
 DF5905  ELLP ORDER  -  FOURTH    CLASS I
 DF5905
 DF5905.The horizontal coordinates were established by GPS observations
 DF5905.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in May 2005..
 DF5905
 DF5905.The orthometric height was determined by GPS observations and a
 DF5905.high-resolution geoid model using precise GPS observation and
 DF5905.processing techniques.
 DF5905
 DF5905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5905
 DF5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5905
 DF5905.The ellipsoidal height was determined by GPS observations
 DF5905.and is referenced to NAD 83.
 DF5905
 DF5905.The geoid height was determined by GEOID03.
 DF5905
 DF5905;                    North         East     Units Scale Factor Converg.
 DF5905;SPC GA E     -   389,246.429   212,299.680   MT  0.99990186   +0 04 23.1
 DF5905;SPC GA E     - 1,277,052.66    696,519.87   sFT  0.99990186   +0 04 23.1
 DF5905;UTM  17      - 3,708,385.850   403,941.014   MT  0.99971376   -0 34 15.8
 DF5905
 DF5905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5905!SPC GA E     -   0.99999083  x   0.99990186  =   0.99989269
 DF5905!UTM  17      -   0.99999083  x   0.99971376  =   0.99970459
 DF5905
 DF5905                          SUPERSEDED SURVEY CONTROL
 DF5905
 DF5905  NAD 83(1994)-  33 30 38.57313(N)    082 02 03.37964(W) AD(       ) 1
 DF5905  ELLIP H (05/30/03)   58.44   (m)                       GP(       ) 4 2
 DF5905
 DF5905.Superseded values are not recommended for survey control.
 DF5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5905.See file dsdata.txt to determine how the superseded data were derived.
 DF5905
 DF5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0394108386(NAD 83)
 DF5905_MARKER: DD = SURVEY DISK
 DF5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5905_STAMPING: ANC 2003
 DF5905_MARK LOGO: CRW   
 DF5905_PROJECTION: RECESSED 5 CENTIMETERS
 DF5905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5905+STABILITY: SURFACE MOTION
 DF5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5905+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 DF5905
 DF5905  HISTORY     - Date     Condition        Report By
 DF5905  HISTORY     - 20030408 MONUMENTED       CRW
 DF5905  HISTORY     - 20041129 GOOD             SCGS
 DF5905
 DF5905                          STATION DESCRIPTION
 DF5905
 DF5905'DESCRIBED BY CRANSTON ROBERTSON AND WHITEHURST 2003 (EWH)
 DF5905'STATION IS LOCATED NORTHWEST OF AUGUSTA.
 DF5905'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 28
 DF5905'(WASHINGTON ROAD) AND
 DF5905'COUNTY ROAD 0567 (BERTRAM ROAD). GO WEST ON WASHINGTON ROAD FOR 69
 DF5905'FEET TO THE
 DF5905'STATION ON THE LEFT. THE STATION IS LOCATED 5.50 FEET NORTH OF A
 DF5905'WITNESS POST, 54.0 FEET
 DF5905'WEST OF A POWER POLE, AND 8.5 FEET SOUTH OF THE BACK OF THE 24 INCH
 DF5905'CURB AND GUTTER.
 DF5905'DESCRIBED BY E.W. HAGAN.
 DF5905' 
 DF5905' 
 DF5905' 
 DF5905'
 DF5905
 DF5905                          STATION RECOVERY (2004)
 DF5905
 DF5905'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2004 (DDW)
 DF5905'STATION IS LOCATED 5.0 MILES NORTHWEST OF AUGUSTA. OWNERSHIP--GEORGIA
 DF5905'HIGHWAY RIGHT  OF WAY. TO REACH THE STATION FROM THE JUNCTION OVERPASS
 DF5905'OF INTERSTATE 20 (EXIT 199) AND STATE  HIGHWAY 28 (WASHINGTON ROAD),
 DF5905'5.5 MILES WEST NORTHWEST OF AUGUSTA, GO EAST  SOUTHEAST ON HIGHWAY 28
 DF5905'FOR 0.5 MILE TO THE STATION ON THE RIGHT IN THE SOUTHWEST  ANGLE OF
 DF5905'BERTRAM ROAD.  STATION IS A CONCRETE POST RECESSED 0.2  FOOT AND 0.5
 DF5905'FOOT ABOVE THE HIGHWAY, 9.0 FEET  SOUTH SOUTHWEST OF THE NORTH EDGE OF
 DF5905'THE HIGHWAY CURB, 54.0 FEET WEST NORTHWEST  OF A POWER POLE WITH TWO
 DF5905'GUY WIRES AND A STREET  LIGHT, 6.0 FEET NORTH NORTHEAST  OF THE SOUTH
 DF5905'EDGE OF A PARKING LOT CURB, 65.7 FEET EAST OF THE NORTHEAST CORNER OF
 DF5905'THE NORTH ONE OF TWO METAL LEGS FOR A SIGN (STEIN MART), 32.9 FEET
 DF5905'EAST SOUTHEAST  OF A METAL MANHOLE COVER, 5.5 FEET NORTH NORTHEAST OF
 DF5905'A WITNESS POST. NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION QTIP.
 DF5905'RECOVERED BY J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0329 ***********************************************************************
 CK0329  DESIGNATION -  ANDERSON
 CK0329  PID         -  CK0329
 CK0329  STATE/COUNTY-  GA/CHATHAM
 CK0329  USGS QUAD   -  GARDEN CITY (1980)
 CK0329
 CK0329                         *CURRENT SURVEY CONTROL
 CK0329  ___________________________________________________________________
 CK0329* NAD 83(1994)-  32 00 34.52405(N)    081 12 38.84211(W)     ADJUSTED  
 CK0329* NAVD 88     -         2.702  (meters)       8.86   (feet)  ADJUSTED  
 CK0329  ___________________________________________________________________
 CK0329  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CK0329  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CK0329  DYNAMIC HT  -           2.699 (meters)       8.86  (feet)  COMP
 CK0329  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CK0329
 CK0329  HORZ ORDER  -  FIRST
 CK0329  VERT ORDER  -  FIRST     CLASS I
 CK0329
 CK0329.The horizontal coordinates were established by classical geodetic methods
 CK0329.and adjusted by the National Geodetic Survey in September 1997..
 CK0329
 CK0329.The orthometric height was determined by differential leveling
 CK0329.and adjusted by the National Geodetic Survey in June 1991..
 CK0329
 CK0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0329
 CK0329.The geoid height was determined by GEOID03.
 CK0329
 CK0329.The dynamic height is computed by dividing the NAVD 88
 CK0329.geopotential number by the normal gravity value computed on the
 CK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0329.degrees latitude (g = 980.6199 gals.).
 CK0329
 CK0329.The modeled gravity was interpolated from observed gravity values.
 CK0329
 CK0329;                    North         East     Units Scale Factor Converg.
 CK0329;SPC GA E     -   223,179.485   290,307.255   MT  1.00000054   +0 30 24.1
 CK0329;SPC GA E     -   732,214.69    952,449.72   sFT  1.00000054   +0 30 24.1
 CK0329;UTM  17      - 3,541,518.086   480,091.860   MT  0.99960489   -0 06 42.2
 CK0329
 CK0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0329!SPC GA E     -   1.00000444  x   1.00000054  =   1.00000498
 CK0329!UTM  17      -   1.00000444  x   0.99960489  =   0.99960933
 CK0329
 CK0329:                Primary Azimuth Mark                     Grid Az
 CK0329:SPC GA E     -  HOOVER                                   047 38 17.9
 CK0329:UTM  17      -  HOOVER                                   048 15 24.2
 CK0329
 CK0329|---------------------------------------------------------------------|
 CK0329| PID    Reference Object                     Distance      Geod. Az  |
 CK0329|                                                           dddmmss.s |
 CK0329| CK4037 HOOVER                              APPROX. 3.2 KM 0480842.0 |
 CK0329| CK0328 ANDERSON RM                          47.040 METERS 22409     |
 CK0329|---------------------------------------------------------------------|
 CK0329
 CK0329                          SUPERSEDED SURVEY CONTROL
 CK0329
 CK0329  NAD 83(1986)-  32 00 34.53812(N)    081 12 38.85369(W) AD(       ) 1
 CK0329  NAD 27      -  32 00 33.79200(N)    081 12 39.45300(W) AD(       ) 1
 CK0329  NGVD 29 (??/??/92)    2.972  (m)            9.75   (f) ADJ UNCH    1 1
 CK0329
 CK0329.Superseded values are not recommended for survey control.
 CK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0329.See file dsdata.txt to determine how the superseded data were derived.
 CK0329
 CK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8009241518(NAD 83)
 CK0329_MARKER: DS = TRIANGULATION STATION DISK
 CK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0329_STAMPING: ANDERSON 1918
 CK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0329+STABILITY: SURFACE MOTION
 CK0329
 CK0329  HISTORY     - Date     Condition        Report By
 CK0329  HISTORY     - 1918     MONUMENTED       CGS
 CK0329  HISTORY     - 1934     GOOD             CGS
 CK0329  HISTORY     - 1955     GOOD             NGS
 CK0329  HISTORY     - 1975     GOOD             NGS
 CK0329  HISTORY     - 1975     GOOD             NGS
 CK0329  HISTORY     - 19980411 GOOD             USPSQD
 CK0329
 CK0329                          STATION DESCRIPTION
 CK0329
 CK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CK0329'ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY AT ANDERSON
 CK0329'RAILWAY DEPOT, 10 METERS (33 FEET) NORTH OF MILEPOST 130,
 CK0329'15 METERS (49 FEET) S OF THE SWITCHSTAND AT THE N END OF THE
 CK0329'PASSING TRACK, AND 3.29 METERS (10.8 FEET) E OF THE E RAIL OF
 CK0329'THE MAIN TRACK.
 CK0329'
 CK0329'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CK0329'IN CONCRETE.
 CK0329'
 CK0329'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 62
 CK0329'METERS (203 FEET) S OF THE SWITCHSTAND MENTIONED ABOVE, 6.72
 CK0329'METERS (22.0 FEET) E OF THE E RAIL OF THE MAIN TRACK, AND
 CK0329'47.04 METERS (154.3 FEET) FROM STATION.
 CK0329
 CK0329                          STATION RECOVERY (1955)
 CK0329
 CK0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CK0329'8.1 MI SW FROM SAVANNAH.
 CK0329'ABOUT 8.1 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CK0329'FROM THE UNION STATION AT SAVANNAH, ABOUT 257 YARDS SOUTHWEST
 CK0329'OF MILE POST 506, ABOUT 303 YARDS NORTHEAST OF CENTER OF
 CK0329'CROSSING OF LEBANON PLANTATION ROAD (PRIVATE GRAVEL ROAD),
 CK0329'10.6 FEET SOUTHEAST OF SOUTHEAST RAIL, 306 FEET NORTHEAST OF
 CK0329'EAST CORNER OF CONCRETE BASE OF SIGNAL NO. 5062, 87.8 FEET SOUTHWEST
 CK0329'OF SOUTHEAST END OF SOUTHWEST ABUTMENT OF A 50-FOOT CONCRETE
 CK0329'BRIDGE OVER A DITCH, 55.3 FEET WEST-SOUTHWEST OF THE FIRST
 CK0329'TELEPHONE POLE SOUTHWEST OF BRIDGE, 124 FEET NORTHEAST OF THE
 CK0329'SECOND TELEPHONE POLE SOUTHWEST OF BRIDGE, 154 FEET NORTHEAST
 CK0329'OF RM ANDERSON, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN
 CK0329'THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW SURFACE OF GROUND.
 CK0329'NOTE-- THE POST AND DISK LEAN SLIGHTLY TO THE SOUTHWEST.  MARK
 CK0329'APPEARS TO BE SOLID AND WILL PROBABLY HOLD ITS PRESENT
 CK0329'ELEVATION.
 CK0329
 CK0329                          STATION RECOVERY (1975)
 CK0329
 CK0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JT)
 CK0329'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 CK0329'CONDITION.  THE REFERENCE DISK APPEARS TO LEAN SLIGHTLY TO THE
 CK0329'SOUTHEAST BUT THE POST IS SOLID AND APPARENTLY IN GOOD CONDITION.
 CK0329'A COMPLETE DISCRIPTION FOLLOWS--
 CK0329'
 CK0329'THE STATION IS ABOUT 4.25 MILES SOUTHWEST ALONG THE SEABOARD COAST
 CK0329'LINE RAILROAD FROM THE AMTRACK PASSENGER STATION IN SAVANNAH, ABOUT
 CK0329'257 YARDS SOUTHWEST OF MILEPOST 506, ABOUT 303 YARDS NORTHEAST OF
 CK0329'CENTER OF CROSSING OF LEBANON PLANTATION ROAD (PRIVATE ROAD), 10.6
 CK0329'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 154 FEET NORTHEAST OF RM
 CK0329'ANDERSON, 87.8 FEET SOUTHWEST OF SOUTHWEST END OF SOUTHWEST
 CK0329'ABUTMENT OF A 50-FOOT CONCRETE BRIDGE OVER A DITCH, AND 1.9
 CK0329'FEET NORTHWEST OF A METAL WITNESS POST.
 CK0329'
 CK0329'TO REACH FROM THE OVERPASS OF U. S. HIGHWAY 17 OVER THE TRACKS AT
 CK0329'SAVANNAH, GO SOUTHWESTERLY ON U. S. 17 FOR 4.6 MILES TO LEBANON
 CK0329'PLANTATION ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON LEBANON
 CK0329'PLANTATION ROAD FOR 1.3 MILES TO THE RAILROAD CROSSING AND THE
 CK0329'STATION 303 YARDS NORTHEAST.
 CK0329'
 CK0329'THE STATION MARK IS A STANDARD DISK STAMPED ANDERSON 1918 AND SET
 CK0329'IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE
 CK0329'OF THE GROUND.
 CK0329'
 CK0329'THE REFERENCE MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CK0329'ANDERSON 1918 AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 CK0329'FLUSH WITH THE SURFACE OF THE GROUND.
 CK0329'
 CK0329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.25 MILES
 CK0329'SOUTHWEST OF SAVANNAH.
 CK0329
 CK0329                          STATION RECOVERY (1975)
 CK0329
 CK0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CK0329'ABOUT 4.25 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CK0329'THE AMTRACK PASSENGER STATION AT SAVANNAH, ABOUT 257 YARDS SOUTHWEST
 CK0329'OF MILEPOST 506, ABOUT 303 YARDS NORTHEAST OF CENTER OF CROSSING OF
 CK0329'LEBANON PLANTATION ROAD (PRIVATE ROAD), 10.6 FEET SOUTHEAST OF THE
 CK0329'SOUTHEAST RAIL, 154 FEET NORTHEAST OF RM ANDERSON, 87.8 FEET SOUTHWEST
 CK0329'OF SOUTHWEST END OF SOUTHWEST ABUTMENT OF A 50-FOOT CONCRETE BRIDGE
 CK0329'OVER A DITCH, 1.9 FEET NORTHWEST OF A METAL WITNESS POST AND SET IN
 CK0329'THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW THE SURFACE OF THE
 CK0329'GROUND.
 CK0329
 CK0329                          STATION RECOVERY (1998)
 CK0329
 CK0329'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0328 ***********************************************************************
 CK0328  DESIGNATION -  ANDERSON RM
 CK0328  PID         -  CK0328
 CK0328  STATE/COUNTY-  GA/CHATHAM
 CK0328  USGS QUAD   -  GARDEN CITY (1980)
 CK0328
 CK0328                         *CURRENT SURVEY CONTROL
 CK0328  ___________________________________________________________________
 CK0328* NAD 83(1986)-  32 00 33.     (N)    081 12 41.     (W)     SCALED    
 CK0328* NAVD 88     -         2.861  (meters)       9.39   (feet)  ADJUSTED  
 CK0328  ___________________________________________________________________
 CK0328  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CK0328  DYNAMIC HT  -           2.858 (meters)       9.38  (feet)  COMP
 CK0328  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CK0328
 CK0328  VERT ORDER  -  FIRST     CLASS I
 CK0328
 CK0328.The horizontal coordinates were scaled from a topographic map and have
 CK0328.an estimated accuracy of +/- 6 seconds.
 CK0328
 CK0328.The orthometric height was determined by differential leveling
 CK0328.and adjusted by the National Geodetic Survey in June 1991..
 CK0328.WARNING-Repeat measurements at this control monument indicate possible
 CK0328.vertical movement.
 CK0328
 CK0328.The geoid height was determined by GEOID03.
 CK0328
 CK0328.The dynamic height is computed by dividing the NAVD 88
 CK0328.geopotential number by the normal gravity value computed on the
 CK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0328.degrees latitude (g = 980.6199 gals.).
 CK0328
 CK0328.The modeled gravity was interpolated from observed gravity values.
 CK0328
 CK0328;                    North         East    Units  Estimated Accuracy
 CK0328;SPC GA E     -   223,130.      290,250.      MT  (+/- 180 meters Scaled)
 CK0328
 CK0328                          SUPERSEDED SURVEY CONTROL
 CK0328
 CK0328  NGVD 29 (??/??/92)    3.139  (m)           10.30   (f) ADJ UNCH    1 1
 CK0328
 CK0328.Superseded values are not recommended for survey control.
 CK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0328.See file dsdata.txt to determine how the superseded data were derived.
 CK0328
 CK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR800414(NAD 83)
 CK0328_MARKER: DR = REFERENCE MARK DISK
 CK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0328_STAMPING: ANDERSON 1918
 CK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0328+STABILITY: SURFACE MOTION
 CK0328
 CK0328  HISTORY     - Date     Condition        Report By
 CK0328  HISTORY     - 1918     MONUMENTED       CGS
 CK0328  HISTORY     - 1955     GOOD             NGS
 CK0328  HISTORY     - 1975     GOOD             NGS
 CK0328  HISTORY     - 1989     GOOD             USPSQD
 CK0328  HISTORY     - 19980411 GOOD             USPSQD
 CK0328
 CK0328                          STATION DESCRIPTION
 CK0328
 CK0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0328'8.1 MI SW FROM SAVANNAH.
 CK0328'ABOUT 8.1 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CK0328'FROM THE UNION STATION, ABOUT 308 YARDS SOUTHWEST OF MILE
 CK0328'POST 506, ABOUT 255 YARDS NORTHEAST OF CROSSING OF LEBANON
 CK0328'PLANTATION ROAD (PRIVATE ROAD), 22 FEET SOUTHEAST OF SOUTHEAST
 CK0328'RAIL, 153 FEET NORTHEAST OF EAST CORNER OF CONCRETE BASE OF
 CK0328'SIGNAL NO. 5062, 154 FEET SOUTHWEST OF TRIANGULATION STATION
 CK0328'ANDERSON, 242 FEET SOUTHWEST OF THE SOUTHEAST END OF
 CK0328'SOUTHWEST ABUTMENT OF A 50-FOOT CONCRETE BRIDGE, 30 FEET
 CK0328'SOUTHWEST OF THE SECOND TELEPHONE POLE SOUTHWEST OF BRIDGE,
 CK0328'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 CK0328'CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- THE DISK IS SET
 CK0328'IN POST SO THAT IT LEANS TO THE SOUTHEAST.  THE POST APPEARS
 CK0328'TO BE SOLID AND WILL PROBABLY HOLD ITS PRESENT ELEVATION.
 CK0328
 CK0328                          STATION RECOVERY (1975)
 CK0328
 CK0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CK0328'ABOUT 4.25 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CK0328'THE AMTRACK PASSENGER STATION AT SAVANNAH, ABOUT 308 YARDS SOUTHWEST
 CK0328'OF MILEPOST 506, ABOUT 255 YARDS NORTHEAST OF CENTER OF CROSSING OF
 CK0328'LEBANON PLANTATION ROAD (PRIVATE ROAD), 153.2 FEET NORTHEAST OF
 CK0328'NORTHEAST CORNER OF THE CONCRETE BASE OF SIGNAL NO. 5062, 22.0 FEET
 CK0328'SOUTHEAST OF SOUTHEAST RAIL, 30 FEET SOUTHWEST OF THE SECOND TELEPHONE
 CK0328'POLE SOUTHWEST OF A 50-FOOT BRIDGE, 154 FEET SOUTHWEST OF
 CK0328'TRIANGULATION STATION ANDERSON, 2 FEET NORTHWEST OF A METAL WITNESS
 CK0328'POST, ABOUT 1 FOOT BELOW THE LEVEL OF TRACK AND SET IN THE TOP OF A
 CK0328'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CK0328
 CK0328                          STATION RECOVERY (1989)
 CK0328
 CK0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0328'RECOVERED IN GOOD CONDITION.
 CK0328
 CK0328                          STATION RECOVERY (1998)
 CK0328
 CK0328'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1687 ***********************************************************************
 CM1687  DESIGNATION -  ANDERSONVILLE MUN TANK
 CM1687  PID         -  CM1687
 CM1687  STATE/COUNTY-  GA/SUMTER
 CM1687  USGS QUAD   -  ANDERSONVILLE (1972)
 CM1687
 CM1687                         *CURRENT SURVEY CONTROL
 CM1687  ___________________________________________________________________
 CM1687* NAD 83(1994)-  32 11 44.14164(N)    084 08 21.79373(W)     ADJUSTED  
 CM1687* NAVD 88     -                                                        
 CM1687  ___________________________________________________________________
 CM1687  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CM1687  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1687
 CM1687  HORZ ORDER  -  THIRD
 CM1687
 CM1687.The horizontal coordinates were established by classical geodetic methods
 CM1687.and adjusted by the National Geodetic Survey in September 1997..
 CM1687
 CM1687
 CM1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1687
 CM1687.The geoid height was determined by GEOID03.
 CM1687
 CM1687;                    North         East     Units Scale Factor Converg.
 CM1687;SPC GA W     -   243,404.249   702,571.983   MT  0.99990008   +0 00 52.3
 CM1687;SPC GA W     -   798,568.77  2,305,021.58   sFT  0.99990008   +0 00 52.3
 CM1687;UTM  16      - 3,565,704.972   769,673.786   MT  1.00049694   +1 31 30.3
 CM1687
 CM1687                          SUPERSEDED SURVEY CONTROL
 CM1687
 CM1687  NAD 83(1986)-  32 11 44.14588(N)    084 08 21.79319(W) AD(       ) 4
 CM1687  NAD 27      -  32 11 43.55658(N)    084 08 22.12498(W) AD(       ) 3
 CM1687
 CM1687.Superseded values are not recommended for survey control.
 CM1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1687.See file dsdata.txt to determine how the superseded data were derived.
 CM1687
 CM1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6967465705(NAD 83)
 CM1687_MARKER: 53 = ELEVATED TANK
 CM1687
 CM1687  HISTORY     - Date     Condition        Report By
 CM1687  HISTORY     - 1974     FIRST OBSERVED   NGS
 CM1687
 CM1687                          STATION DESCRIPTION
 CM1687
 CM1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CM1687'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE
 CM1687'ANDERSONVILLE MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL
 CM1687'BODY WITH A HEMISPHERICAL BOTTOM, AND DOME SHAPED TOP, SUPPORTED
 CM1687'BY FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY
 CM1687'124 FEET HIGH.
 CM1687'
 CM1687'LOCATED IN ANDERSONVILLE, 0.1 MILE NORTH OF THE POST OFFICE,
 CM1687'110 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 CM1687'ANDERSONVILLE METHODIST CHURCH BUILDING, 140 FEET WEST OF
 CM1687'RAILROAD TRACKS, AND 120 FEET SOUTH OF THE CENTERLINE OF STATE
 CM1687'ROUTE 271.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1688 ***********************************************************************
 CM1688  DESIGNATION -  ANDERSONVILLE SOU BELL MAST
 CM1688  PID         -  CM1688
 CM1688  STATE/COUNTY-  GA/SUMTER
 CM1688  USGS QUAD   -  ANDERSONVILLE (1972)
 CM1688
 CM1688                         *CURRENT SURVEY CONTROL
 CM1688  ___________________________________________________________________
 CM1688* NAD 83(1994)-  32 12 51.97028(N)    084 09 25.25611(W)     ADJUSTED  
 CM1688* NAVD 88     -                                                        
 CM1688  ___________________________________________________________________
 CM1688  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CM1688  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM1688
 CM1688  HORZ ORDER  -  THIRD
 CM1688
 CM1688.The horizontal coordinates were established by classical geodetic methods
 CM1688.and adjusted by the National Geodetic Survey in September 1997..
 CM1688
 CM1688
 CM1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1688
 CM1688.The geoid height was determined by GEOID03.
 CM1688
 CM1688;                    North         East     Units Scale Factor Converg.
 CM1688;SPC GA W     -   245,493.073   700,909.741   MT  0.99990001   +0 00 18.5
 CM1688;SPC GA W     -   805,421.86  2,299,568.04   sFT  0.99990001   +0 00 18.5
 CM1688;UTM  16      - 3,567,750.449   767,956.029   MT  1.00048554   +1 30 59.3
 CM1688
 CM1688                          SUPERSEDED SURVEY CONTROL
 CM1688
 CM1688  NAD 83(1986)-  32 12 51.97446(N)    084 09 25.25553(W) AD(       ) 4
 CM1688  NAD 27      -  32 12 51.38819(N)    084 09 25.58151(W) AD(       ) 3
 CM1688
 CM1688.Superseded values are not recommended for survey control.
 CM1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1688.See file dsdata.txt to determine how the superseded data were derived.
 CM1688
 CM1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6795667750(NAD 83)
 CM1688_MARKER: 44 = MICROWAVE MAST
 CM1688
 CM1688  HISTORY     - Date     Condition        Report By
 CM1688  HISTORY     - 1974     FIRST OBSERVED   NGS
 CM1688
 CM1688                          STATION DESCRIPTION
 CM1688
 CM1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CM1688'THE STATION IS THE LIGHT ATOP AND NOT CENTER OF THE ANDERSONVILLE
 CM1688'SOUTHERN BELL MICROWAVE MAST KJH 68.  IT IS A STEEL TRUSS-WORK
 CM1688'GUYED MAST, WITH TWO LARGE FAN-TYPE ANTENNAS ON TOP.  IT IS RED
 CM1688'AND WHITE IN COLOR, AND APPROXIMATELY 300 FEET HIGH.
 CM1688'
 CM1688'LOCATED 1.6 MILES NORTHWEST OF THE CENTER OF ANDERSONVILLE, 0.1
 CM1688'MILE SOUTH OF THE JUNCTION OF STATE ROUTES 228 AND 195, 290 FEET
 CM1688'WEST OF THE CENTERLINE OF STATE ROUTE 228.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0182 ***********************************************************************
 DG0182  DESIGNATION -  ANDLER
 DG0182  PID         -  DG0182
 DG0182  STATE/COUNTY-  GA/FULTON
 DG0182  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0182
 DG0182                         *CURRENT SURVEY CONTROL
 DG0182  ___________________________________________________________________
 DG0182* NAD 83(1994)-  33 44 50.61698(N)    084 26 16.48742(W)     ADJUSTED  
 DG0182* NAVD 88     -       309.446  (meters)    1015.24   (feet)  POSTED    
 DG0182  ___________________________________________________________________
 DG0182  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DG0182  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0182  DYNAMIC HT  -         309.100 (meters)    1014.11  (feet)  COMP
 DG0182  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 DG0182
 DG0182  HORZ ORDER  -  FIRST
 DG0182  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DG0182
 DG0182.The horizontal coordinates were established by classical geodetic methods
 DG0182.and adjusted by the National Geodetic Survey in September 1997..
 DG0182
 DG0182.The orthometric height was determined by differential leveling
 DG0182.and adjusted by the National Geodetic Survey in 1992..
 DG0182.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DG0182.rate of 2.1 thru 3.0 mm/km.
 DG0182
 DG0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0182
 DG0182.The geoid height was determined by GEOID03.
 DG0182
 DG0182.The dynamic height is computed by dividing the NAVD 88
 DG0182.geopotential number by the normal gravity value computed on the
 DG0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0182.degrees latitude (g = 980.6199 gals.).
 DG0182
 DG0182.The modeled gravity was interpolated from observed gravity values.
 DG0182
 DG0182;                    North         East     Units Scale Factor Converg.
 DG0182;SPC GA W     -   415,520.409   674,869.494   MT  0.99990778   -0 09 02.5
 DG0182;SPC GA W     - 1,363,253.21  2,214,134.33   sFT  0.99990778   -0 09 02.5
 DG0182;UTM  16      - 3,737,097.096   737,331.736   MT  1.00029444   +1 25 26.4
 DG0182
 DG0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0182!SPC GA W     -   0.99995606  x   0.99990778  =   0.99986384
 DG0182!UTM  16      -   0.99995606  x   1.00029444  =   1.00025048
 DG0182
 DG0182:                Primary Azimuth Mark                     Grid Az
 DG0182:SPC GA W     -  ENOTA                                    089 16 42.4
 DG0182:UTM  16      -  ENOTA                                    087 42 13.5
 DG0182
 DG0182|---------------------------------------------------------------------|
 DG0182| PID    Reference Object                     Distance      Geod. Az  |
 DG0182|                                                           dddmmss.s |
 DG0182| DG0183 ENOTA                               424.575 METERS 0890739.9 |
 DG0182| DG0181 GREENSFERRY                         377.819 METERS 27408     |
 DG0182|---------------------------------------------------------------------|
 DG0182
 DG0182                          SUPERSEDED SURVEY CONTROL
 DG0182
 DG0182  NAD 83(1986)-  33 44 50.62242(N)    084 26 16.48893(W) AD(       ) 1
 DG0182  NAD 27      -  33 44 50.24000(N)    084 26 16.74800(W) AD(       ) 1
 DG0182  NGVD 29 (??/??/92)  309.362  (m)         1014.97   (f) ADJ UNCH    1 2
 DG0182
 DG0182.Superseded values are not recommended for survey control.
 DG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0182.See file dsdata.txt to determine how the superseded data were derived.
 DG0182
 DG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3733237097(NAD 83)
 DG0182_MARKER: DE = TRAVERSE STATION DISK
 DG0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0182_STAMPING: ANDLER 1927 1014.965
 DG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0182+STABILITY: SURFACE MOTION
 DG0182
 DG0182  HISTORY     - Date     Condition        Report By
 DG0182  HISTORY     - 1927     MONUMENTED       CGS
 DG0182  HISTORY     - 1952     GOOD             CGS
 DG0182  HISTORY     - 1952     GOOD             NGS
 DG0182  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0182
 DG0182                          STATION DESCRIPTION
 DG0182
 DG0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0182'TRAVERSE STATION AND BENCH MARK ANDLER IS LOCATED IN THE
 DG0182'SIDEWALK ON THE S SIDE OF GREENSFERRY AVENUE BETWEEN INMAN
 DG0182'AND WELLINGTON STREETS.  5.1 FEET FROM S CURB AND ABOUT 150
 DG0182'FEET W FROM SW CORNER OF GREENSFERRY AVENUE AND INMAN STREET.
 DG0182'120.88 FEET SE FROM CENTER OF SEWER MANHOLE COVER IN INTERSECTION
 DG0182'OF GREENSFERRY AVENUE AND WELLINGTON STREET.  147.25 FEET
 DG0182'SE FROM FIRE HYDRANT IN NW CORNER OF GREENSFERRY AVENUE AND
 DG0182'WELLINGTON STREET, AND 169 FEET SW FROM CENTER OF SEWER
 DG0182'MANHOLE COVER IN INTERSECTION OF GREENSFERRY ROAD AND INMAN
 DG0182'STREET.
 DG0182'
 DG0182'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0182'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0182'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0182
 DG0182                          STATION RECOVERY (1952)
 DG0182
 DG0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0182'THE STATION IS ABOUT 2.8 MILES W OF DOWNTOWN FIVE POINTS
 DG0182'IN ATLANTA, AT A LOCAL GRADE SUMMIT ON WEST VIEW DRIVE S.W.,
 DG0182'166 FEET W OF THE CENTER LINE OF INMAN STREET S.W., AND IN
 DG0182'THE CENTER OF THE SIDEWALK ON THE S SIDE OF THE DRIVE.  THE
 DG0182'MARK IS A STANDARD DISK SET IN CONCRETE.  IT IS 0.6 FOOT
 DG0182'BELOW A CAST-IRON COVER THAT IS FLUSH WITH THE SIDEWALK SURFACE
 DG0182'AND THE DISK IS STAMPED ANDLER 1927 1014.965.
 DG0182
 DG0182                          STATION RECOVERY (1952)
 DG0182
 DG0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DG0182'IN ATLANTA.
 DG0182'IN ATLANTA, FULTON COUNTY, ABOUT 2.8 MILES WEST OF DOWNTOWN
 DG0182'FIVE POINTS, AT A LOCAL GRADE SUMMIT ON WEST VIEW DRIVE S.W.,
 DG0182'166 FEET WEST OF THE CENTERLINE OF INMAN STREET S.W., AND IN THE
 DG0182'CENTER OF THE SIDEWALK ON THE SOUTH SIDE OF THE DRIVE.  A
 DG0182'STANDARD TRAVERSE DISK IS STAMPED ANDLER 1927 1014.965 AND SET
 DG0182'IN THE TOP OF A CONCRETE POST THAT IS 0.6 FOOT BELOW A CAST-IRON
 DG0182'COVER THAT IS FLUSH WITH THE SIDEWALK SURFACE.
 DG0182
 DG0182                          STATION RECOVERY (1990)
 DG0182
 DG0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0182'NOT FOUND, PROBABLY DESTROYED. ROADS REBUILT AND WIDENED. CAST-IRON
 DG0182'COVER GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2106 ***********************************************************************
 DF2106  DESIGNATION -  ANDY
 DF2106  PID         -  DF2106
 DF2106  STATE/COUNTY-  GA/GREENE
 DF2106  USGS QUAD   -  GRESHAMVILLE (1985)
 DF2106
 DF2106                         *CURRENT SURVEY CONTROL
 DF2106  ___________________________________________________________________
 DF2106* NAD 83(1994)-  33 42 46.60042(N)    083 16 34.25720(W)     ADJUSTED  
 DF2106* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 DF2106  ___________________________________________________________________
 DF2106  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DF2106  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DF2106
 DF2106  HORZ ORDER  -  FIRST
 DF2106
 DF2106.The horizontal coordinates were established by classical geodetic methods
 DF2106.and adjusted by the National Geodetic Survey in September 1997..
 DF2106
 DF2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2106
 DF2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2106
 DF2106.The geoid height was determined by GEOID03.
 DF2106
 DF2106;                    North         East     Units Scale Factor Converg.
 DF2106;SPC GA E     -   412,219.438    97,161.906   MT  1.00003034   -0 36 57.1
 DF2106;SPC GA E     - 1,352,423.27    318,772.02   sFT  1.00003034   -0 36 57.1
 DF2106;UTM  17      - 3,732,654.751   289,073.590   MT  1.00014850   -1 15 49.8
 DF2106
 DF2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2106!SPC GA E     -   0.99997348  x   1.00003034  =   1.00000382
 DF2106!UTM  17      -   0.99997348  x   1.00014850  =   1.00012197
 DF2106
 DF2106|---------------------------------------------------------------------|
 DF2106| PID    Reference Object                     Distance      Geod. Az  |
 DF2106|                                                           dddmmss.s |
 DF2106| DF3217 ANDY RM 1                            22.287 METERS 00607     |
 DF2106| DF2093 BOSWELL                             APPROX. 8.9 KM 1285224.9 |
 DF2106| DF2105 OAKLAND LOT                         APPROX. 8.9 KM 1671558.4 |
 DF2106| DF3218 ANDY RM 2                            23.278 METERS 25948     |
 DF2106|---------------------------------------------------------------------|
 DF2106
 DF2106                          SUPERSEDED SURVEY CONTROL
 DF2106
 DF2106  NAD 83(1986)-  33 42 46.60671(N)    083 16 34.25621(W) AD(       ) 1
 DF2106  NAD 27      -  33 42 46.16293(N)    083 16 34.69130(W) AD(       ) 1
 DF2106  NGVD 29 (07/19/86)  197.5    (m)          648.     (f) VERT ANG       
 DF2106
 DF2106.Superseded values are not recommended for survey control.
 DF2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2106.See file dsdata.txt to determine how the superseded data were derived.
 DF2106
 DF2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8907432655(NAD 83)
 DF2106_MARKER: DS = TRIANGULATION STATION DISK
 DF2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2106
 DF2106  HISTORY     - Date     Condition        Report By
 DF2106  HISTORY     - 1976     MONUMENTED       NGS
 DF2106
 DF2106                          STATION DESCRIPTION
 DF2106
 DF2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF2106'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF MADISON , 13
 DF2106'1/2 MILES SOUTHEAST OF WATKINSVILLE, 10-1/2 MILES
 DF2106'NORTHWEST OF GREENSBORO AND ON THE OCONEE
 DF2106'NATIONAL FOREST PROPERTY.
 DF2106'
 DF2106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 129 AND
 DF2106'441 AND STATE HIGHWAY 15 IN WATKINSVILLE, GO SOUTHEAST ON STATE
 DF2106'HIGHWAY 15 FOR 11.75 MILES TO THE GREENE AND OCONEE COUNTY
 DF2106'LINE.  CONTINUE AHEAD FOR 2.6 MILES TO A SIDE ROAD ON THE
 DF2106'LEFT (COUNTY ROUTE 13).  TURN LEFT AND GO EAST ON COUNTY
 DF2106'ROUTE 13 FOR 0.8 MILE TO A DIRT CROSSROAD.  TURN LEFT AND GO
 DF2106'NORTHERLY ON THE DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE
 DF2106'RIGHT.
 DF2106'
 DF2106'THE STATION MARKS ARE STANDARD DISKS STAMPED---ANDY 1976---.
 DF2106'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF2106'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE GROUND
 DF2106'SURFACE.  IT IS 20 FEET NORTHEAST OF THE CENTER OF THE DIRT
 DF2106'ROAD, 19 FEET SOUTH-SOUTHWEST OF AN 8-INCH PINE TREE AND 3.7
 DF2106'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 DF2106'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 DF2106'BELOW THE GROUND SURFACE.
 DF2106'
 DF2106'REFERENCE MARK 1, A STANDARD DISK STAMPED---ANDY NO 1 1976---,
 DF2106'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2106'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 16
 DF2106'FEET EAST-NORTHEAST OF A 6-INCH PINE TREE, 8 FEET
 DF2106'NORTH-NORTHWEST OF A 6-INCH SWEET GUM TREE AND 2.5 FEET
 DF2106'SOUTHEAST OF A METAL WITNESS POST.
 DF2106'
 DF2106'REFERENCE MARK 2, A STANDARD DISK STAMPED---ANDY NO 2 1976---,
 DF2106'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2106'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 39
 DF2106'FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 26 FEET
 DF2106'NORTHWEST OF AN 8-INCH PINE TREE AND 1.7 FEET EAST OF A METAL
 DF2106'WITNESS POST.
 DF2106'
 DF2106'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 DF2106'
 DF2106'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0285 ***********************************************************************
 DG0285  DESIGNATION -  ANGIER
 DG0285  PID         -  DG0285
 DG0285  STATE/COUNTY-  GA/FULTON
 DG0285  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0285
 DG0285                         *CURRENT SURVEY CONTROL
 DG0285  ___________________________________________________________________
 DG0285* NAD 83(1994)-  33 45 59.17533(N)    084 22 19.28050(W)     ADJUSTED  
 DG0285* NAVD 88     -       310.944  (meters)    1020.16   (feet)  POSTED    
 DG0285  ___________________________________________________________________
 DG0285  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DG0285  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0285  DYNAMIC HT  -         310.600 (meters)    1019.03  (feet)  COMP
 DG0285  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 DG0285
 DG0285  HORZ ORDER  -  FIRST
 DG0285  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG0285
 DG0285.The horizontal coordinates were established by classical geodetic methods
 DG0285.and adjusted by the National Geodetic Survey in September 1997..
 DG0285
 DG0285.The orthometric height was determined by differential leveling
 DG0285.and adjusted by the National Geodetic Survey in 1992..
 DG0285.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG0285.rate of 1.1 thru 2.0 mm/km.
 DG0285
 DG0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0285
 DG0285.The geoid height was determined by GEOID03.
 DG0285
 DG0285.The dynamic height is computed by dividing the NAVD 88
 DG0285.geopotential number by the normal gravity value computed on the
 DG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0285.degrees latitude (g = 980.6199 gals.).
 DG0285
 DG0285.The modeled gravity was interpolated from observed gravity values.
 DG0285
 DG0285;                    North         East     Units Scale Factor Converg.
 DG0285;SPC GA W     -   417,618.419   680,978.379   MT  0.99990446   -0 06 50.9
 DG0285;SPC GA W     - 1,370,136.43  2,234,176.57   sFT  0.99990446   -0 06 50.9
 DG0285;UTM  16      - 3,739,363.149   743,383.102   MT  1.00033031   +1 27 40.9
 DG0285
 DG0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0285!SPC GA W     -   0.99995582  x   0.99990446  =   0.99986029
 DG0285!UTM  16      -   0.99995582  x   1.00033031  =   1.00028612
 DG0285
 DG0285:                Primary Azimuth Mark                     Grid Az
 DG0285:SPC GA W     -  NORTH                                    003 19 25.2
 DG0285:UTM  16      -  NORTH                                    001 44 53.4
 DG0285
 DG0285|---------------------------------------------------------------------|
 DG0285| PID    Reference Object                     Distance      Geod. Az  |
 DG0285|                                                           dddmmss.s |
 DG0285| DG2350 NORTH                               APPROX. 0.5 KM 0031234.3 |
 DG0285| DG0284 JOHNSON                             APPROX. 0.7 KM 1805819.9 |
 DG0285|---------------------------------------------------------------------|
 DG0285
 DG0285                          SUPERSEDED SURVEY CONTROL
 DG0285
 DG0285  NAD 83(1986)-  33 45 59.18096(N)    084 22 19.28026(W) AD(       ) 1
 DG0285  NAD 27      -  33 45 58.80200(N)    084 22 19.55000(W) AD(       ) 1
 DG0285  NGVD 29 (??/??/92)  310.861  (m)         1019.88   (f) ADJ UNCH    1 2
 DG0285
 DG0285.Superseded values are not recommended for survey control.
 DG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0285.See file dsdata.txt to determine how the superseded data were derived.
 DG0285
 DG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4338339363(NAD 83)
 DG0285_MARKER: DE = TRAVERSE STATION DISK
 DG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0285_STAMPING: ANGIER 1927
 DG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0285+STABILITY: SURFACE MOTION
 DG0285
 DG0285  HISTORY     - Date     Condition        Report By
 DG0285  HISTORY     - 1927     MONUMENTED       CGS
 DG0285  HISTORY     - 1927     GOOD             CGS
 DG0285  HISTORY     - 1941     SEE DESCRIPTION  GAGS
 DG0285  HISTORY     - 1953     MARK NOT FOUND   CGS
 DG0285  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0285
 DG0285                          STATION DESCRIPTION
 DG0285
 DG0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0285'TRAVERSE STATION AND BENCH MARK IS LOCATED AT THE NW CORNER
 DG0285'OF ANGIER AVENUE AND N BOULEVARD.  FROM THE MARK IT IS 13.85
 DG0285'FEET NE TO NAIL IN MAPLE TREE, 10.81 FEET E TO CURB ON W
 DG0285'SIDE OF N BOULEVARD, 44.63 FEET SW TO FIRE HYDRANT, AND
 DG0285'39.67 FEET NW TO CORNER OF THE GOLDEN APARTMENTS.
 DG0285'
 DG0285'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0285'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0285'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG0285
 DG0285                          STATION RECOVERY (1927)
 DG0285
 DG0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 DG0285'AT ATLANTA.
 DG0285'AT ATLANTA, FULTON COUNTY, AT THE NORTHWEST CORNER OF THE
 DG0285'INTERSECTION OF BOULEVARD NORTHEAST AND ANGIER AVENUE, 40 FEET
 DG0285'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GOLDIN APARTMENTS, 14 FEET
 DG0285'SOUTHWEST OF A MAPLE TREE, 11 FEET WEST OF THE WEST CURB OF
 DG0285'BOULEVARD, IN THE SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST
 DG0285'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A CAST-IRON COVER.
 DG0285
 DG0285                          STATION RECOVERY (1941)
 DG0285
 DG0285'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1941
 DG0285'IN ATLANTA, ON THE NW CORNER OF THE INTERSECTION OF BOULEVARD
 DG0285'AND ANGIER AVENUE IN THE SIDEWALK, ABOUT 39.8 FEET SE OF THE
 DG0285'SE CORNER OF THE GOLDIN APARTMENTS, 44.6 FEET NE OF FIRE
 DG0285'HYDRANT, 14 FEET SW OF A NAIL IN A MAPLE TREE AND 1.5 FEET
 DG0285'W OF THE W CURB OF BOULEVARD.  IN MARCH 1941, THIS MARK WAS
 DG0285'RESET BECAUSE OF STREET CONSTRUCTION, BY THE GEORGIA GEODETIC
 DG0285'SURVEY.
 DG0285'
 DG0285'STATION MARK IS A U.S.C. AND G.S. AND STATE SURVEY DISK SET
 DG0285'IN CONCRETE SIDEWALK.  GRID DISTANCES AND AZIMUTHS--TO JOHNSON,
 DG0285'2329.00 FEET, 1 DEG 05 MIN 33 SEC.  TO N (RESET) 1770.33 FEET,
 DG0285'183 DEG 19 MIN 26 SEC.
 DG0285
 DG0285                          STATION RECOVERY (1953)
 DG0285
 DG0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG0285'STATION WAS NOT RECOVERED AT THIS DATE.  A SEARCH WAS MADE
 DG0285'FOR THE MARK, THE STREET AT THIS POINT HAS BEEN WIDENED.
 DG0285'A SEARCH WAS MADE WITH THE DATA ON HAND BUT THE MARK WAS
 DG0285'NOT FOUND.
 DG0285'
 DG0285'THIS IS A TRAVERSE STATION.
 DG0285
 DG0285                          STATION RECOVERY (1990)
 DG0285
 DG0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0285'NOT FOUND AFTER SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1482 ***********************************************************************
 DF1482  DESIGNATION -  ANN
 DF1482  PID         -  DF1482
 DF1482  STATE/COUNTY-  GA/JEFFERSON
 DF1482  USGS QUAD   -  MATTHEWS (1950)
 DF1482
 DF1482                         *CURRENT SURVEY CONTROL
 DF1482  ___________________________________________________________________
 DF1482* NAD 83(1994)-  33 07 50.33480(N)    082 18 22.08963(W)     ADJUSTED  
 DF1482* NAVD 88     -       128.1    (meters)     420.     (feet)  VERTCON   
 DF1482  ___________________________________________________________________
 DF1482  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DF1482  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DF1482
 DF1482  HORZ ORDER  -  FIRST
 DF1482
 DF1482.The horizontal coordinates were established by classical geodetic methods
 DF1482.and adjusted by the National Geodetic Survey in September 1997..
 DF1482
 DF1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1482
 DF1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1482
 DF1482.The geoid height was determined by GEOID03.
 DF1482
 DF1482;                    North         East     Units Scale Factor Converg.
 DF1482;SPC GA E     -   347,098.248   186,986.681   MT  0.99990209   -0 04 34.4
 DF1482;SPC GA E     - 1,138,771.50    613,472.14   sFT  0.99990209   -0 04 34.4
 DF1482;UTM  17      - 3,666,529.898   378,162.078   MT  0.99978303   -0 42 50.2
 DF1482
 DF1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1482!SPC GA E     -   0.99998448  x   0.99990209  =   0.99988657
 DF1482!UTM  17      -   0.99998448  x   0.99978303  =   0.99976751
 DF1482
 DF1482|---------------------------------------------------------------------|
 DF1482| PID    Reference Object                     Distance      Geod. Az  |
 DF1482|                                                           dddmmss.s |
 DF1482| DF1481 ANN RM 3                            273.645 METERS 12504     |
 DF1482| DF2814 ANN RM 1                             24.427 METERS 23558     |
 DF1482| DF2815 ANN RM 2                             24.217 METERS 29745     |
 DF1482| DF1552 WRENS S MUN TANK                    APPROX.11.0 KM 3080805.3 |
 DF1482| DF1546 WRENS SW MUN TANK                   APPROX.11.2 KM 3132243.0 |
 DF1482| DF1548 WRENS NW MUN TK                     APPROX.12.7 KM 3184153.1 |
 DF1482| DF1540 WRENS MUNICIPAL TANK                APPROX.11.4 KM 3194739.4 |
 DF1482| DF1545 WRENS 2                             APPROX.12.3 KM 3214515.3 |
 DF1482|---------------------------------------------------------------------|
 DF1482
 DF1482                          SUPERSEDED SURVEY CONTROL
 DF1482
 DF1482  NAD 83(1986)-  33 07 50.33933(N)    082 18 22.08614(W) AD(       ) 1
 DF1482  NAD 27      -  33 07 49.80599(N)    082 18 22.64044(W) AD(       ) 1
 DF1482  NGVD 29 (07/19/86)  128.3    (m)          421.     (f) VERT ANG       
 DF1482
 DF1482.Superseded values are not recommended for survey control.
 DF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1482.See file dsdata.txt to determine how the superseded data were derived.
 DF1482
 DF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7816266530(NAD 83)
 DF1482_MARKER: DS = TRIANGULATION STATION DISK
 DF1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1482
 DF1482  HISTORY     - Date     Condition        Report By
 DF1482  HISTORY     - 1980     MONUMENTED       GADT
 DF1482
 DF1482                          STATION DESCRIPTION
 DF1482
 DF1482'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1482'THE STATION IS LOCATED ABOUT 11.65 KM (7-1/4 MI) SOUTHEAST OF
 DF1482'WRENS, 17.30 KM (10-3/4 MI) NORTH-NORTHEAST OF LOUISVILLE, AND
 DF1482'27.75 KM (17-1/4 MI) WEST-NORTHWEST OF WAYNESBORO.
 DF1482'OWNERSHIP--TONY WRENS,
 DF1482'CHEVROLET DEALER, HIGHWAY 1, WRENS, GEORGIA 30833.
 DF1482'TELEPHONE 404-547-6565.
 DF1482'
 DF1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE
 DF1482'ROUTE 4), STATE ROUTE 88, AND STATE ROUTE 80 IN WRENS, GO EAST
 DF1482'ALONG STATE ROUTES 80 AND 88 FOR 0.15 KM (0.1 MI) TO THE JUNCTION
 DF1482'OF PAVED COUNTY ROAD 92381 TO THE RIGHT.  TURN RIGHT GOING SOUTH
 DF1482'AND THEN SOUTHEAST ALONG COUNTY ROAD 92381 FOR 0.8 KM (0.5 MI) TO
 DF1482'THE JUNCTION OF COUNTY ROAD 132 FORKING TO THE RIGHT.  CONTINUE
 DF1482'GOING SOUTHEAST ALONG COUNTY ROAD 92381 FOR 5.45 KM (3.4 MI) TO
 DF1482'THE JUNCTION OF PAVED COUNTY ROAD 92139 CROSSING.  CONTINUE GOING
 DF1482'SOUTH ALONG COUNTY ROAD 92381 FOR 4.65 KM (2.9 MI) TO THE
 DF1482'JUNCTION OF COUNTY ROAD 134 REVERSE FORKING TO THE RIGHT.
 DF1482'CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 92381 FOR 2.5 KM (1.55
 DF1482'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 6 TO THE LEFT.  TURN LEFT
 DF1482'GOING NORTHEAST ALONG COUNTY ROAD 6 FOR 3.2 KM (2 MI) TO THE
 DF1482'JUNCTION OF DIRT COUNTY ROAD 7 CROSSING.  CONTINUE GOING EAST
 DF1482'ALONG COUNTY ROAD 6 FOR 0.5 KM (0.3 MI) TO ITS TERMINATION AT THE
 DF1482'JUNCTION OF DIRT COUNTY ROAD 12 CROSSING AND A FIELD ROAD
 DF1482'CONTINUING STRAIGHT AHEAD.  CONTINUE GOING EAST-SOUTHEAST ALONG
 DF1482'THE FIELD ROAD FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF A
 DF1482'WOODS ROAD FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST ALONG
 DF1482'THE WOODS ROAD FOR ABOUT 50 METERS TO THE EDGE OF A CULTIVATED
 DF1482'FIELD AND THE STATION ON THE LEFT.
 DF1482'
 DF1482'THE STATION IS A STANDARD NGS DISK
 DF1482'STAMPED---ANN 1980---,
 DF1482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1482'FLUSH WITH GROUND.  IT IS LOCATED
 DF1482'7.01 METERS (23 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1482'THE FIELD ROAD,
 DF1482'7.77 METERS (25.50 FT) SOUTH FROM A 10 INCH PINE TREE,
 DF1482'6.25 METERS (20.50 FT) SOUTH-SOUTHWEST FROM THE WEST EDGE OF THE
 DF1482'WOODS,
 DF1482'10.97 METERS (36.00 FT) WEST-SOUTHWEST FROM A 12 INCH OAK TREE,
 DF1482'AND
 DF1482'1.37 METERS (4.50 FT) SOUTHWEST FROM A WITNESS POST.
 DF1482'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DF1482'STAMPED---ANN 1980---,
 DF1482'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DF1482'
 DF1482'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1482'STAMPED---ANN NO 1 1980---,
 DF1482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1482'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1482'15.24 METERS (50.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DF1482'FIELD ROAD,
 DF1482'25.60 METERS (84.00 FT) WEST-SOUTHWEST FROM THE WITNESS POST,
 DF1482'1.37 METERS (4.50 FT) NORTH FROM A 12 INCH PINE TREE, AND
 DF1482'3.35 METERS (11.00 FT) NORTHEAST FROM THE EDGE OF THE FIELD.
 DF1482'MARK IS BELOW STATION .6 METERS.
 DF1482'
 DF1482'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 DF1482'STAMPED---ANN NO 2 1980---,
 DF1482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1482'FLUSH WITH GROUND.  IT IS LOCATED
 DF1482'4.26 METERS (14.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 DF1482'FIELD ROAD,
 DF1482'3.81 METERS (12.50 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE
 DF1482'WOODS, AND
 DF1482'23.92 METERS (78.50 FT) WEST-NORTHWEST FROM THE WITNESS POST.
 DF1482'MARK IS LEVEL WITH STATION.
 DF1482'
 DF1482'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 DF1482'STAMPED---ANN NO 3 1980---,
 DF1482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1482'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1482'2.43 METERS (8.00 FT) EAST FROM THE EDGE OF A CULTIVATED FIELD,
 DF1482'1.40 METERS (4.60 FT) NORTHWEST FROM A 6 INCH WILD CHERRY TREE,
 DF1482'12.80 METERS (42.00 FT) SOUTH FROM THE NORTHWEST CORNER OF THE
 DF1482'WOODS,
 DF1482'5.18 METERS (17.00 FT) SOUTH FROM A 12 INCH OAK TREE, AND
 DF1482'0.76 METER (2.50 FT) NORTHWEST FROM A WITNESS POST.
 DF1482'TO REACH THE REFERENCE MARK 3 FROM THE STATION PROCEED SOUTHEAST
 DF1482'ALONG THE EDGE OF THE CULTIVATED FIELD FOR 0.3 KM (0.2 MI) TO THE
 DF1482'END OF THE TRUCK TRAVEL, THEN WALK SOUTH-SOUTHWEST ACROSS THE
 DF1482'FIELD TO A POINT OF WOODS AND THE STATION.
 DF1482'
 DF1482'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1482'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1482'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1597 ***********************************************************************
 ED1597  DESIGNATION -  ANN
 ED1597  PID         -  ED1597
 ED1597  STATE/COUNTY-  GA/JACKSON
 ED1597  USGS QUAD   -  COMMERCE (1976)
 ED1597
 ED1597                         *CURRENT SURVEY CONTROL
 ED1597  ___________________________________________________________________
 ED1597* NAD 83(1994)-  34 10 32.29182(N)    083 26 40.69736(W)     ADJUSTED  
 ED1597* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 ED1597  ___________________________________________________________________
 ED1597  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 ED1597  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ED1597
 ED1597  HORZ ORDER  -  FIRST
 ED1597
 ED1597.The horizontal coordinates were established by classical geodetic methods
 ED1597.and adjusted by the National Geodetic Survey in September 1997..
 ED1597
 ED1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1597
 ED1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1597
 ED1597.The geoid height was determined by GEOID03.
 ED1597
 ED1597;                    North         East     Units Scale Factor Converg.
 ED1597;SPC GA W     -   463,219.646   766,560.848   MT  0.99995459   +0 24 20.2
 ED1597;SPC GA W     - 1,519,746.46  2,514,958.38   sFT  0.99995459   +0 24 20.2
 ED1597;UTM  17      - 3,784,331.604   274,683.241   MT  1.00022585   -1 22 25.7
 ED1597
 ED1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1597!SPC GA W     -   0.99995782  x   0.99995459  =   0.99991241
 ED1597!UTM  17      -   0.99995782  x   1.00022585  =   1.00018366
 ED1597
 ED1597|---------------------------------------------------------------------|
 ED1597| PID    Reference Object                     Distance      Geod. Az  |
 ED1597|                                                           dddmmss.s |
 ED1597| ED2781 ANN RM 2                             18.968 METERS 01233     |
 ED1597| ED2780 ANN RM 1                             14.941 METERS 12748     |
 ED1597| ED2779 ANN AZ MK                                          1785726.1 |
 ED1597| ED1599 COMMERCE NW MUN TANK                APPROX. 3.2 KM 3431724.8 |
 ED1597| ED1598 COMMERCE HARMONY MILLS TANK         APPROX. 2.0 KM 3510014.6 |
 ED1597|---------------------------------------------------------------------|
 ED1597
 ED1597                          SUPERSEDED SURVEY CONTROL
 ED1597
 ED1597  NAD 83(1986)-  34 10 32.29847(N)    083 26 40.69673(W) AD(       ) 1
 ED1597  NAD 27      -  34 10 31.90549(N)    083 26 41.11863(W) AD(       ) 1
 ED1597  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 ED1597
 ED1597.Superseded values are not recommended for survey control.
 ED1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1597.See file dsdata.txt to determine how the superseded data were derived.
 ED1597
 ED1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7468384332(NAD 83)
 ED1597_MARKER: DS = TRIANGULATION STATION DISK
 ED1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1597
 ED1597  HISTORY     - Date     Condition        Report By
 ED1597  HISTORY     - 1975     MONUMENTED       NGS
 ED1597
 ED1597                          STATION DESCRIPTION
 ED1597
 ED1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1597'THE STATION IS LOCATED ABOUT 9 MILES WEST OF 11A, 4.5 MILES NORTH
 ED1597'OF NICHOLSON, 2.5 MILES SOUTH-SOUTHEAST OF COMMERCE AND ON PROPERTY
 ED1597'OWNED BY ANN ALLEN, WHO LIVES AT THE STATION SITE.
 ED1597'
 ED1597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 ED1597'STATE HIGHWAY 335 IN NICHOLSON, GO NORTHERLY ON HIGHWAY 441 FOR 4.5
 ED1597'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, NORTHERLY,
 ED1597'ON THE ROAD FOR 0.1 MILE TO A CROSSROAD (COUNTY ROUTE 37).
 ED1597'CONTINUE AHEAD, NORTHERLY, ON THE ROAD FOR 0.1 MILE TO A DRIVEWAY
 ED1597'ON THE LEFT.  TURN LEFT AND GO NORTHWESTERLY ON THE DRIVEWAY
 ED1597'FOR 0.1 MILE TO THE TOP OF A HILL.  TURN LEFT AND GO WESTERLY,
 ED1597'ACROSS LAWN, FOR ABOUT 150 FEET TO THE STATION.
 ED1597'
 ED1597'STATION MARKS ARE STANDARD DISKS STAMPED ANN 1975.  THE SURFACE
 ED1597'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ED1597'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET SOUTHWEST OF
 ED1597'A ROW OF PINE TREES, 53 FEET NORTHEAST OF A 16-INCH OAK TREE, 50
 ED1597'FEET NORTHWEST OF A UTILITY POLE AND 33.5 FEET SOUTHEAST OF AN
 ED1597'APPLE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 ED1597'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ED1597'
 ED1597'REFERENCE MARK 1, A STANDARD DISK STAMPED ANN NO 1 1975, IS SET
 ED1597'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 ED1597'WITH THE GROUND SURFACE.  IT IS 70 FEET EAST OF THE OAK TREE, 60
 ED1597'FEET SOUTHWEST OF THE ROW OF PINE TREES, 25.5 FEET WEST OF A APPLE
 ED1597'TREE AND 1 FOOT NORTH OF THE UTILITY POLE.
 ED1597'
 ED1597'REFERENCE MARK 2, A STANDARD DISK STAMPED ANN NO 2 1975, IS SET
 ED1597'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 ED1597'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTHEAST OF AN APPLE TREE,
 ED1597'12 FEET WEST OF A 12-INCH PINE TREE AND 4 FEET SOUTHWEST OF THE
 ED1597'ROW OF PINE TREES.
 ED1597'
 ED1597'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ANN AZ
 ED1597'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ED1597'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET
 ED1597'EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET NORTHWEST OF A UTILITY
 ED1597'POLE AND 2 FEET NORTH OF A METAL WITNESS POST.
 ED1597'
 ED1597'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2112 ***********************************************************************
 CL2112  DESIGNATION -  ANNIE
 CL2112  PID         -  CL2112
 CL2112  STATE/COUNTY-  GA/TREUTLEN
 CL2112  USGS QUAD   -  LOTHAIR (1971)
 CL2112
 CL2112                         *CURRENT SURVEY CONTROL
 CL2112  ___________________________________________________________________
 CL2112* NAD 83(1994)-  32 20 39.30091(N)    082 42 40.27557(W)     ADJUSTED  
 CL2112* NAVD 88     -        90.8    (meters)     298.     (feet)  VERTCON   
 CL2112  ___________________________________________________________________
 CL2112  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CL2112  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CL2112
 CL2112  HORZ ORDER  -  FIRST
 CL2112
 CL2112.The horizontal coordinates were established by classical geodetic methods
 CL2112.and adjusted by the National Geodetic Survey in September 1997..
 CL2112
 CL2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2112
 CL2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2112
 CL2112.The geoid height was determined by GEOID03.
 CL2112
 CL2112;                    North         East     Units Scale Factor Converg.
 CL2112;SPC GA E     -   260,017.203   148,744.468   MT  0.99993239   -0 17 28.8
 CL2112;SPC GA E     -   853,073.11    488,005.81   sFT  0.99993239   -0 17 28.8
 CL2112;UTM  17      - 3,579,881.043   338,965.681   MT  0.99991979   -0 54 56.5
 CL2112
 CL2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2112!SPC GA E     -   0.99999021  x   0.99993239  =   0.99992260
 CL2112!UTM  17      -   0.99999021  x   0.99991979  =   0.99991000
 CL2112
 CL2112|---------------------------------------------------------------------|
 CL2112| PID    Reference Object                     Distance      Geod. Az  |
 CL2112|                                                           dddmmss.s |
 CL2112| CY7234 ANNIE RM 1                           19.740 METERS 05140     |
 CL2112| CL2114 ANNIE RM 3 TPT                      183.242 METERS 17935     |
 CL2112| CL2113 ANNIE RM 3                          188.397 METERS 17936     |
 CL2112| CL2143 MOORE RESET                         APPROX.14.8 KM 2953343.4 |
 CL2112| CY7235 ANNIE RM 2                           28.814 METERS 31917     |
 CL2112|---------------------------------------------------------------------|
 CL2112
 CL2112                          SUPERSEDED SURVEY CONTROL
 CL2112
 CL2112  NAD 83(1986)-  32 20 39.30373(N)    082 42 40.27339(W) AD(       ) 1
 CL2112  NAD 27      -  32 20 38.68856(N)    082 42 40.77788(W) AD(       ) 1
 CL2112  NGVD 29 (07/19/86)   91.0    (m)          299.     (f) VERT ANG       
 CL2112
 CL2112.Superseded values are not recommended for survey control.
 CL2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2112.See file dsdata.txt to determine how the superseded data were derived.
 CL2112
 CL2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3896679881(NAD 83)
 CL2112_MARKER: DS = TRIANGULATION STATION DISK
 CL2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2112
 CL2112  HISTORY     - Date     Condition        Report By
 CL2112  HISTORY     - 1979     MONUMENTED       NGS
 CL2112
 CL2112                          STATION DESCRIPTION
 CL2112
 CL2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2112'THE STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST OF VIDALLIA,
 CL2112'18 MILES SOUTH-SOUTHEAST OF DUBLIN, 7-1/2 WEST-SOUTHWEST OF
 CL2112'SOPERTON AND ON PROPERTY OWNED BY MRS. ANNIE PETERSON OF ROUTE
 CL2112'2, SOPERTON, GEORGIA 30457.
 CL2112'
 CL2112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15, 78
 CL2112'AND 46 IN SOPERTON, GO WEST ON HIGHWAY 46 FOR 3.5 MILES TO THE
 CL2112'JUNCTION OF STATE HIGHWAY 199.  TURN RIGHT AND GO NORTH ON HIGHWAY
 CL2112'199 FOR 0.9 MILE TO THE JUNCTION OF HIGHWAY 199 SPUR.  TURN LEFT
 CL2112'AND GO WESTERLY ON HIGHWAY 199 SPUR FOR 1.85 MILES TO A PAVED
 CL2112'CROSSROAD (COUNTY ROUTE 92314).  CONTINUE AHEAD WESTERLY ON
 CL2112'HIGHWAY 199 SPUR FOR 1.65 MILES TO A POINT WHERE THE PAVED ROAD
 CL2112'TURNS LEFT.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.05 MILE
 CL2112'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH FOR 0.1 MILE TO A
 CL2112'UTILITY POLE AND REFERENCE MARK NUMBER 3 ON THE RIGHT.  CONTINUE
 CL2112'AHEAD ON THE DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT
 CL2112'AS DESCRIBED, JUST BEFORE REACHING A HOUSE WITH RED BRICK
 CL2112'SIDING ON THE LEFT.
 CL2112'
 CL2112'THE STATION IS A STANDARD NGS DISK
 CL2112'STAMPED---ANNIE 1979---,
 CL2112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2112'RECESSED 41 CM BELOW THE GROUND.  IT IS LOCATED
 CL2112'68.3 FEET SOUTHWEST FROM A UTILITY POLE,
 CL2112'65.6 FEET SOUTH FROM OF THE CENTER OF DRIVE WAY AND
 CL2112'32 FEET WEST FROM THE CENTER OF THE DIRT ROAD.
 CL2112'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2112'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CL2112'
 CL2112'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL2112'STAMPED---ANNIE NO 1 1979---,
 CL2112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2112'FLUSH WITH GROUND.  IT IS LOCATED
 CL2112'16 FEET EAST FROM THE CENTER OF THE DIRT ROAD,
 CL2112'4.5 FEET SOUTH FROM THE UTILITY POLE AND
 CL2112'2 FEET WEST FROM A METAL WITNESS POST.
 CL2112'MARK IS LEVEL WITH STATION.
 CL2112'
 CL2112'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL2112'STAMPED---ANNIE NO 2 1979---,
 CL2112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2112'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2112'44 FEET SOUTHWEST FROM A WELL PUMP AT THE HOUSE AND
 CL2112'7 FEET SOUTHEAST FROM A SMALL UTILITY SHED.
 CL2112'MARK IS LEVEL WITH STATION.
 CL2112'
 CL2112'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CL2112'STAMPED---ANNIE NO 3 1979---,
 CL2112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2112'FLUSH WITH GROUND.  IT IS LOCATED
 CL2112'17 FEET NORTH FROM THE CENTER OF A DRIVEWAY,
 CL2112'15 FEET EAST FROM THE CENTER OF THE DIRT ROAD AND
 CL2112'2 FEET NORTH FROM A UTILITY POLE.
 CL2112'MARK IS LEVEL WITH STATION.
 CL2112'
 CL2112'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2113 ***********************************************************************
 CL2113  DESIGNATION -  ANNIE RM 3
 CL2113  PID         -  CL2113
 CL2113  STATE/COUNTY-  GA/TREUTLEN
 CL2113  USGS QUAD   -  LOTHAIR (1971)
 CL2113
 CL2113                         *CURRENT SURVEY CONTROL
 CL2113  ___________________________________________________________________
 CL2113* NAD 83(1994)-  32 20 33.18500(N)    082 42 40.22471(W)     ADJUSTED  
 CL2113* NAVD 88     -        89.     (meters)     292.     (feet)  VERTCON   
 CL2113  ___________________________________________________________________
 CL2113  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CL2113  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CL2113
 CL2113  HORZ ORDER  -  SECOND
 CL2113
 CL2113.The horizontal coordinates were established by classical geodetic methods
 CL2113.and adjusted by the National Geodetic Survey in September 1997..
 CL2113
 CL2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2113
 CL2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2113
 CL2113.The geoid height was determined by GEOID03.
 CL2113
 CL2113;                    North         East     Units Scale Factor Converg.
 CL2113;SPC GA E     -   259,828.820   148,744.840   MT  0.99993239   -0 17 28.7
 CL2113;SPC GA E     -   852,455.05    488,007.03   sFT  0.99993239   -0 17 28.7
 CL2113;UTM  17      - 3,579,692.669   338,964.000   MT  0.99991980   -0 54 56.3
 CL2113
 CL2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2113!SPC GA E     -   0.99999052  x   0.99993239  =   0.99992291
 CL2113!UTM  17      -   0.99999052  x   0.99991980  =   0.99991032
 CL2113
 CL2113                          SUPERSEDED SURVEY CONTROL
 CL2113
 CL2113  NAD 83(1986)-  32 20 33.18784(N)    082 42 40.22253(W) AD(       ) 2
 CL2113  NAD 27      -  32 20 32.57249(N)    082 42 40.72701(W) AD(       ) 2
 CL2113  NGVD 29 (07/19/86)   89.     (m)          292.     (f) VERT ANG       
 CL2113
 CL2113.Superseded values are not recommended for survey control.
 CL2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2113.See file dsdata.txt to determine how the superseded data were derived.
 CL2113
 CL2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3896479693(NAD 83)
 CL2113_MARKER: DR = REFERENCE MARK DISK
 CL2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2113+STABILITY: SURFACE MOTION
 CL2113
 CL2113  HISTORY     - Date     Condition        Report By
 CL2113  HISTORY     - 1979     MONUMENTED       NGS
 CL2113
 CL2113                          STATION DESCRIPTION
 CL2113
 CL2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2113'THE STATION IS LOCATED ABOUT 20 MILES WEST-NORTHWEST OF VIDALIA,
 CL2113'18 MILES SOUTH-SOUTHEAST OF DUBLIN, 7-1/2 MILES WEST-SOUTHWEST
 CL2113'OF SOPERTON AND ON HIGHWAY RIGHT-OF-WAY.
 CL2113'
 CL2113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15, 78
 CL2113'AND 46 IN SOPERTON, GO WEST ON HIGHWAY 46 FOR 3.5 MILES TO THE
 CL2113'JUNCTION OF STATE HIGHWAY 199.  TURN RIGHT AND GO NORTH ON
 CL2113'HIGHWAY 199 FOR 0.9 MILE TO THE JUNCTION OF HIGHWAY 199 SPUR.
 CL2113'TURN LEFT AND GO WESTERLY ON HIGHWAY 199 SPUR FOR 1.85 MILES TO A
 CL2113'PAVED CROSSROAD (COUNTY ROUTE 92314).  CONTINUE AHEAD WESTERLY
 CL2113'FOR 1.65 MILES TO A POINT WHERE THE PAVED ROAD TURNS LEFT.  TURN
 CL2113'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.05 MILE TO A FORK.  TAKE
 CL2113'THE RIGHT FORK AND GO NORTH FOR 0.1 MILE TO THE MARK ON THE RIGHT,
 CL2113'BY A UTILITY POLE.
 CL2113'
 CL2113'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CL2113'STAMPED---ANNIE NO 3 1979---,
 CL2113'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2113'FLUSH WITH GROUND.  IT IS LOCATED
 CL2113'17 FEET NORTH FROM THE CENTER OF A DRIVEWAY,
 CL2113'15 FEET EAST FROM THE CENTER OF THE DIRT ROAD AND
 CL2113'2 FEET NORTH FROM THE UTILITY POLE.
 CL2113'THIS REFERENCE MARK HAS AN UNDERGROUND DISK SET IN THE TOP OF A
 CL2113'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 CL2113'SURFACE.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL2113'ANNIE, USING ELECTRONIC DISTANCE EQUIPMENT.
 CL2113'
 CL2113'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS NO
 CL2113'REFERENCE MARKS ESTABLISHED AT THIS STATION.
 CL2113'
 CL2113'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0292 ***********************************************************************
 DG0292  DESIGNATION -  ANSLEY
 DG0292  PID         -  DG0292
 DG0292  STATE/COUNTY-  GA/FULTON
 DG0292  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0292
 DG0292                         *CURRENT SURVEY CONTROL
 DG0292  ___________________________________________________________________
 DG0292* NAD 83(1994)-  33 48 02.15857(N)    084 22 26.64127(W)     ADJUSTED  
 DG0292* NAVD 88     -       257.025  (meters)     843.26   (feet)  POSTED    
 DG0292  ___________________________________________________________________
 DG0292  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DG0292  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG0292  DYNAMIC HT  -         256.740 (meters)     842.32  (feet)  COMP
 DG0292  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 DG0292
 DG0292  HORZ ORDER  -  FIRST
 DG0292  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DG0292
 DG0292.The horizontal coordinates were established by classical geodetic methods
 DG0292.and adjusted by the National Geodetic Survey in September 1997..
 DG0292
 DG0292.The orthometric height was determined by differential leveling
 DG0292.and adjusted by the National Geodetic Survey in 1992..
 DG0292.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DG0292.rate of 2.1 thru 3.0 mm/km.
 DG0292
 DG0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0292
 DG0292.The geoid height was determined by GEOID03.
 DG0292
 DG0292.The dynamic height is computed by dividing the NAVD 88
 DG0292.geopotential number by the normal gravity value computed on the
 DG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0292.degrees latitude (g = 980.6199 gals.).
 DG0292
 DG0292.The modeled gravity was interpolated from observed gravity values.
 DG0292
 DG0292;                    North         East     Units Scale Factor Converg.
 DG0292;SPC GA W     -   421,407.627   680,796.613   MT  0.99990454   -0 06 55.4
 DG0292;SPC GA W     - 1,382,568.19  2,233,580.22   sFT  0.99990454   -0 06 55.4
 DG0292;UTM  16      - 3,743,147.531   743,097.055   MT  1.00032859   +1 27 41.5
 DG0292
 DG0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0292!SPC GA W     -   0.99996429  x   0.99990454  =   0.99986883
 DG0292!UTM  16      -   0.99996429  x   1.00032859  =   1.00029287
 DG0292
 DG0292:                Primary Azimuth Mark                     Grid Az
 DG0292:SPC GA W     -  GOLF                                     335 33 51.2
 DG0292:UTM  16      -  GOLF                                     333 59 14.3
 DG0292
 DG0292|---------------------------------------------------------------------|
 DG0292| PID    Reference Object                     Distance      Geod. Az  |
 DG0292|                                                           dddmmss.s |
 DG0292| DG0293 GOLF                                APPROX. 0.7 KM 3352655.8 |
 DG0292|---------------------------------------------------------------------|
 DG0292
 DG0292                          SUPERSEDED SURVEY CONTROL
 DG0292
 DG0292  NAD 83(1986)-  33 48 02.16460(N)    084 22 26.64129(W) AD(       ) 1
 DG0292  NAD 27      -  33 48 01.78800(N)    084 22 26.91200(W) AD(       ) 1
 DG0292  NGVD 29 (??/??/92)  256.947  (m)          843.00   (f) ADJ UNCH    1 2
 DG0292
 DG0292.Superseded values are not recommended for survey control.
 DG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0292.See file dsdata.txt to determine how the superseded data were derived.
 DG0292
 DG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4309743148(NAD 83)
 DG0292_MARKER: DE = TRAVERSE STATION DISK
 DG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0292_STAMPING: ANSLEY 1926 843.000
 DG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0292+STABILITY: SURFACE MOTION
 DG0292
 DG0292  HISTORY     - Date     Condition        Report By
 DG0292  HISTORY     - 1927     MONUMENTED       CGS
 DG0292  HISTORY     - 1952     GOOD             CGS
 DG0292  HISTORY     - 1952     GOOD             NGS
 DG0292  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0292
 DG0292                          STATION DESCRIPTION
 DG0292
 DG0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0292'TRAVERSE STATION AND BENCH MARK ANSLEY IS LOCATED WHERE THE
 DG0292'MONTGOMERY FERRY ROAD CROSSES OVER THE SOUTHERN RAILROAD BELT
 DG0292'LINE, ABOUT 175 FEET S FROM MONTGOMERY FERRY ROAD, ON THE W
 DG0292'SIDE OF THE SOUTHERN RAILROAD TRACKS.  30.55 FEET W FROM W
 DG0292'RAIL OF SOUTHERN RAILROAD BELT LINE 110.15 FEET SE FROM 6-
 DG0292'BY 6- INCH RAILROAD RIGHT-OF-WAY MARKER WHICH IS ABOUT 50 FEET
 DG0292'S OF MONTGOMERY FERRY ROAD.
 DG0292'
 DG0292'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0292'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0292'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER MARK.
 DG0292
 DG0292                          STATION RECOVERY (1952)
 DG0292
 DG0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0292'THE STATION IS LOCATED ABOUT 3.3 MILES N-NE OF DOWNTOWN FIVE
 DG0292'POINTS IN ATLANTA, NEAR THE SE CORNER OF ANSLEY PARK GOLF
 DG0292'COURSE, 184 FEET S-SE OF THE CAST-IRON WATER MAIN UNDER THE
 DG0292'MONTGOMERY FERRY ROAD BRIDGE OVER A SPUR LINE OF THE SOUTHERN
 DG0292'RAILWAY, 30.3 FEET W OF THE MOST W RAIL OF DOUBLE TRACKS,
 DG0292'AND 3 FEET ABOVE THE LEVEL OF THE SAID RAIL.  THE MARK IS A
 DG0292'STANDARD TRIANGULATION-STATION DISK, STAMPED ANSLEY 1926
 DG0292'843.000 AND SET IN THE TOP OF A CONCRETE CYLINDER.  IT IS 0.5
 DG0292'FOOT BELOW A CAST-IRON COVER THAT IS FLUSH WITH THE GROUND.
 DG0292
 DG0292                          STATION RECOVERY (1952)
 DG0292
 DG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DG0292'IN ATLANTA.
 DG0292'IN ATLANTA, FULTON COUNTY, ABOUT 3.3 MILES ABOUT NORTH-NORTHEAST OF
 DG0292'DOWNTOWN FIVE POINTS, NEAR THE SOUTHEASTERN CORNER OF ANSLEY PARK
 DG0292'GOLF COURSE, 184 FEET SOUTH-SOUTHEAST OF THE CAST-IRON WATER MAIN
 DG0292'UNDER THE MONTGOMERY FERRY ROAD BRIDGE OVER A SPUR LINE OF THE
 DG0292'SOUTHERN RAILWAY, 30.3 FEET WEST OF THE MOST WESTERLY RAIL OF
 DG0292'DOUBLE TRACKS, AND 3 FEET ABOVE THE LEVEL OF THE SAID RAIL.
 DG0292'A STANDARD TRAVERSE DISK IS STAMPED ANSLEY 1926 843.000 AND SET IN
 DG0292'THE TOP OF A CONCRETE POST THAT IS 0.5 FOOT BELOW A CAST-IRON
 DG0292'COVER THAT IS FLUSH WITH THE GROUND.
 DG0292
 DG0292                          STATION RECOVERY (1990)
 DG0292
 DG0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0292'NOT FOUND AFTER SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1675 ***********************************************************************
 CM1675  DESIGNATION -  ANTHONY
 CM1675  PID         -  CM1675
 CM1675  STATE/COUNTY-  GA/SUMTER
 CM1675  USGS QUAD   -  AMERICUS (1985)
 CM1675
 CM1675                         *CURRENT SURVEY CONTROL
 CM1675  ___________________________________________________________________
 CM1675* NAD 83(1994)-  32 03 34.42310(N)    084 13 03.25304(W)     ADJUSTED  
 CM1675* NAVD 88     -       127.9    (meters)     420.     (feet)  VERTCON   
 CM1675  ___________________________________________________________________
 CM1675  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CM1675  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CM1675
 CM1675  HORZ ORDER  -  FIRST
 CM1675
 CM1675.The horizontal coordinates were established by classical geodetic methods
 CM1675.and adjusted by the National Geodetic Survey in September 1997..
 CM1675
 CM1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1675
 CM1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1675
 CM1675.The geoid height was determined by GEOID03.
 CM1675
 CM1675;                    North         East     Units Scale Factor Converg.
 CM1675;SPC GA W     -   228,322.003   695,193.549   MT  0.99990028   -0 01 37.3
 CM1675;SPC GA W     -   749,086.44  2,280,814.17   sFT  0.99990028   -0 01 37.3
 CM1675;UTM  16      - 3,550,425.052   762,690.726   MT  1.00045110   +1 28 39.9
 CM1675
 CM1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1675!SPC GA W     -   0.99998407  x   0.99990028  =   0.99988435
 CM1675!UTM  16      -   0.99998407  x   1.00045110  =   1.00043516
 CM1675
 CM1675|---------------------------------------------------------------------|
 CM1675| PID    Reference Object                     Distance      Geod. Az  |
 CM1675|                                                           dddmmss.s |
 CM1675| CS6004 ANTHONY RM 5                         14.730 METERS 00129     |
 CM1675| CS6002 ANTHONY RM 3                         19.350 METERS 04349     |
 CM1675| CY8026 ANTHONY RM 1                         29.133 METERS 08924     |
 CM1675| CY8028 ANTHONY AZ MK                                      1743001.5 |
 CM1675| CY8027 ANTHONY RM 2                         31.207 METERS 23214     |
 CM1675| CM1714 SIMS                                APPROX.21.8 KM 3040834.1 |
 CM1675| CS6003 ANTHONY RM 4                         17.583 METERS 33009     |
 CM1675|---------------------------------------------------------------------|
 CM1675
 CM1675                          SUPERSEDED SURVEY CONTROL
 CM1675
 CM1675  NAD 83(1986)-  32 03 34.42642(N)    084 13 03.25386(W) AD(       ) 1
 CM1675  NAD 27      -  32 03 33.82500(N)    084 13 03.59000(W) AD(       ) 1
 CM1675  NGVD 29 (02/28/96)  128.0    (m)          420.     (f) GPS OBS        
 CM1675
 CM1675.Superseded values are not recommended for survey control.
 CM1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1675.See file dsdata.txt to determine how the superseded data were derived.
 CM1675
 CM1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6269150425(NAD 83)
 CM1675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CM1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1675_MARK LOGO: NGS   
 CM1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1675+STABILITY: SURFACE MOTION
 CM1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1675+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 CM1675
 CM1675  HISTORY     - Date     Condition        Report By
 CM1675  HISTORY     - 1935     MONUMENTED       CGS
 CM1675  HISTORY     - 1940     GOOD             GAGS
 CM1675  HISTORY     - 1980     GOOD             NGS
 CM1675  HISTORY     - 1985     GOOD             NGS
 CM1675  HISTORY     - 19910801 GOOD             NGS
 CM1675
 CM1675                          STATION DESCRIPTION
 CM1675
 CM1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CM1675'ABOUT 1.6 MILES (BY ROAD) SOUTHEAST OF POST OFFICE AT AMERICUS, ON
 CM1675'PROPERTY BELONGING TO AGRICULTURAL COLLEGE, ON NORTH SIDE OF
 CM1675'ATHLETIC FIELD, ABOUT 150 PACES WEST OF ANTHONY HIGH SCHOOL, 43
 CM1675'PACES EAST-NORTHEAST OF NORTHEAST CORNER OF ANTHONY PRIMARY SCHOOL
 CM1675'AND 10 PACES SOUTH OF CENTER LINE OF ROAD (NORTH LINE OF COLLEGE
 CM1675'PROPERTY).  TO REACH FROM POST OFFICE AT AMERICUS, GO SOUTH ON LEE
 CM1675'STREET ABOUT 1.0 MILE, THEN EAST TO COLLEGE AND FOLLOW ROAD AROUND
 CM1675'NORTH OF BUILDINGS TO STATION.  SURFACE AND UNDERGROUND MARKS ARE
 CM1675'STANDARD DISKS IN CONCRETE.  UPPER MARK PROJECTS
 CM1675'8 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 CM1675'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 9
 CM1675'PACES SOUTH OF CENTER LINE OF DIRT ROAD, 5 FEET SOUTH OF SOUTH
 CM1675'EDGE OF DITCH ALONG NORTH EDGE OF CAMPUS AND 29.110 METERS (95.525
 CM1675'FEET) EAST OF STATION N 89 DEG 25 MIN E.  NO. 2 PROJECTS 6
 CM1675'INCHES, IS 11 PACES EAST OF SOUTHEAST CORNER OF ANTHONY PRIMARY
 CM1675'SCHOOL, 8 PACES NORTH-NORTHEAST OF BRICK FIREBOX AND 31.207 METERS
 CM1675'(102.37 FEET) WEST OF STATION S 52 DEG 14 MIN W.  AZIMUTH MARK
 CM1675'PROJECTS 6 INCHES, IS 33 PACES SOUTHEAST OF ADMINISTRATION
 CM1675'BUILDING, 22 PACES SOUTHEAST OF 24-INCH OAK TREE, 3 PACES EAST OF
 CM1675'CENTER LINE OF ROAD, 3 PACES NORTH OF NORTHWEST POST AT NORTHWEST
 CM1675'CORNER OF FENCE AND 0.25 MILE SOUTH OF STATION S 5 DEG 30 MIN E.
 CM1675'AMERICUS MAGNETIC STATION IS A STANDARD MAGNETIC
 CM1675'MARK SET IN 6-INCH TILE PIPE FILLED WITH CONCRETE, LEVEL WITH
 CM1675'GROUND, AT SOUTH EDGE OF COLLEGE CAMPUS, 63 PACES SOUTHWEST OF WEST
 CM1675'STEPS LEADING TO ADMINISTRATION BUILDING, 6 PACES NORTH OF FENCE
 CM1675'LINE, 2 PACES NORTHEAST OF 12-INCH TREE AND 0.25 MILE
 CM1675'SOUTH-SOUTHWEST OF STATION S 12 DEG 24 MIN W.
 CM1675
 CM1675                          STATION RECOVERY (1940)
 CM1675
 CM1675'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1940 (FEF)
 CM1675'LETTER OF MR. FRED E. FLETCHER, GEORGIA GEODETIC AND CADASTRAL
 CM1675'SURVEY, 160 PRYOR STREET, ATLANTA, GEORGIA, APRIL 8, 1940--
 CM1675'
 CM1675'ANTHONY AZIMUTH MARK HAS BEEN MOVED BY STATE HIGHWAY DEPARTMENT,
 CM1675'BECAUSE OF CONSTRUCTION ON THE CAMPUS OF THE GEORGIA SOUTHWESTERN
 CM1675'COLLEGE.  THE MARK WAS MOVED A DISTANCE OF 27.655 FEET FURTHER S ON
 CM1675'THE CONTINUATION OF ITS LINE WITH STATION ANTHONY.
 CM1675'
 CM1675'NEW DESCRIPTION AS FOLLOWS--ANTHONY AZIMUTH MARK PROJECTS 3 INCHES,
 CM1675'IS 44 PACES SE OF ADMINISTRATION BUILDING, 34 PACES SE OF 24-INCH
 CM1675'OAK TREE AND 18 PACES S OF CENTER LINE OF NEW DRIVE.
 CM1675
 CM1675                          STATION RECOVERY (1980)
 CM1675
 CM1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CM1675'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AFTER A LENGTHY
 CM1675'SEARCH AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED
 CM1675'WHEN TENNIS COURT WAS CONSTRUCTED AND AZIMUTH MARK WAS DESTROYED BY
 CM1675'CONSTRUCTION OF A NEW PARKING LOT.  AMERICUS MAGNETIC STATION WAS
 CM1675'NOT RECOVERED AND WOULD NOT BE VISIBLE IF FOUND.  REFERENCE MARK 3
 CM1675'WAS ESTABLISHED AT THIS TIME.  A LONGER DISTANCE OF .06 FEET OR .023
 CM1675'METERS WAS MEASURED TO REFERENCE MARK 1.  DUE TO CHANGES, A COMPLETE
 CM1675'NEW DESCRIPTION FOLLOWS.
 CM1675'
 CM1675'STATION IS LOCATED ABOUT 1.25 MILES SOUTHEAST OF DOWNTOWN AMERICUS,
 CM1675'ON THE NORTH GROUNDS OF GEORGIA SOUTHWEST COLLEGE, JUST NORTH OF
 CM1675'THE TENNIS COURTS AND ON THE SOUTH SIDE OF ANTHONY DRIVE.
 CM1675'
 CM1675'TO REACH FROM JUNCTION OF U.S. HIGHWAY 280 (FORSYTH AVENUE) AND
 CM1675'STATE HIGHWAY 377 (SOUTH LEE STREET) IN AMERICUS, GO SOUTH ON S. LEE
 CM1675'STREET FOR 1.05 MILES TO GLESSNER STREET.  TURN LEFT AND GO EAST ON
 CM1675'GLESSNER STREET FOR 0.45 MILE TO WHEALLEY STREET AND ENTRANCE TO
 CM1675'GEORGIA SOUTHWEST COLLEGE.  TURN LEFT AND GO NORTH ON WHEALLEY STREET
 CM1675'FOR 0.1 MILE TO SIMMONS STREET ON RIGHT.  KEEP RIGHT AT FORK AND
 CM1675'FOLLOW SIMMONS STREET NORTHEAST AND NORTH FOR 0.15 MILE TO ANTHONY
 CM1675'DRIVE ON RIGHT.  TURN RIGHT AND GO EAST ON ANTHONY DRIVE FOR 248.0
 CM1675'FEET TO STATION ON RIGHT.
 CM1675'
 CM1675'STATION MARK A STANDARD DISK STAMPED ANTHONY 1935, IS SET IN THE
 CM1675'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3-INCHES
 CM1675'ABOVE THE GROUND SURFACE.  IT IS 248.0 FEET EAST OF JUNCTION OF
 CM1675'SIMMONS STREET AND ANTHONY DRIVE, 66.0 FEET SOUTHWEST OF A UTILITY
 CM1675'POLE AT REFERENCE MARK 3, 37.0 FEET NORTH OF A 10.0 FOOT HIGH CYCLONE
 CM1675'FENCE ON THE NORTH SIDE OF TENNIS COURTS, 26.0 FEET SOUTH OF CENTER
 CM1675'OF ANTHONY DRIVE AND 1.3 FEET NORTH OF A WITNESS POST.  UNDERGROUND
 CM1675'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE NOTE 7A.
 CM1675'
 CM1675'REFERENCE MARK 1 A STANDARD DISK STAMPED ANTHONY NO1 1935, IS SET
 CM1675'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 7-INCHES
 CM1675'ABOVE THE GROUND SURFACE.  IT IS 66.8 FEET SOUTHEAST OF THE UTILITY
 CM1675'POLE AT REFERENCE MARK 3, 53.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 CM1675'OF THE TENNIS COURT, 18.0 FEET SOUTH OF THE CENTER OF ANTHONY DRIVE
 CM1675'AND 2.0 FEET NORTH OF A METAL WITNESS POST.
 CM1675'
 CM1675'REFERENCE MARK 3 A STANDARD DISK STAMPED ANTHONY 1935 NO3 1980, IS
 CM1675'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 CM1675'WITH THE GROUND.  IT IS 84.0 FEET NORTH OF THE 10-FOOT CYCLONE FENCE
 CM1675'AROUND TENNIS COURT, 25.0 FEET NORTH OF THE CENTER OF ANTHONY DRIVE,
 CM1675'2.5 FEET WEST OF THE UTILITY POLE AND 1.1 FEET WEST OF A METAL
 CM1675'WITNESS POST.
 CM1675
 CM1675                          STATION RECOVERY (1985)
 CM1675
 CM1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CM1675'IN OCTOBER 1982 IT WAS REPORTED A PARKING LOT IS TO BE CONSTRUCTED
 CM1675'AT SITE OF STATION MARK ANTHONY 1935 AND REFERENCE MARK 1.  REFERENCE
 CM1675'MARKS 4 AND 5 WERE ESTABLISHED TO TIE DOWN EXACT LOCATION OF STATION
 CM1675'ANTHONY 1935.  AT THIS TIME, IN 1985 THE CONSTRUCTION OF A PARKING
 CM1675'LOT HAS BEEN POSTPONED FOR AN INDEFINTIE PERIOD OF TIME.  THE STATION
 CM1675'IS AS DESCRIBED IN THIS 1985 RECOVERY NOTE.
 CM1675'
 CM1675'THE STATION IS LOCATED ABOUT 1.92 KM SOUTHEAST OF DOWNTOWN AMERICUS,
 CM1675'ON THE NORTH GROUNDS OF GEORGIA SOUTHWEST COLLEGE, JUST NORTH OF THE
 CM1675'TENNIS COURTS AND ON THE SOUTH SIDE OF ANTHONY DRIVE.
 CM1675'
 CM1675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 (FORSYTH
 CM1675'AVENUE) AND STATE HIGHWAY 377 (SOUTH LEE STREET) IN AMERICUS, GO SOUTH
 CM1675'ON SOUTH LEE STREET FOR 1.68 KM TO GLESSNER STREET.  TURN LEFT, AND GO
 CM1675'EAST ON GLESSNER STREET 0.72 KM TO WHEALLEY STREET AND THE ENTRANCE TO
 CM1675'GEORGIA SOUTHWEST COLLEGE.  TURN LEFT AND GO NORTH ON WHEALLY STREET
 CM1675'FOR .16 KM TO SIMMONS STREET ON THE RIGHT.  KEEP RIGHT AT FORK AND
 CM1675'FOLLOW SIMMONS STREET NORTHEAST AND NORTH FOR 0.24 TO ANTHONY DRIVE
 CM1675'ON RIGHT.  TURN RIGHT AND GO EAST ON ANTHONY DRIVE FOR 248 FT TO
 CM1675'STATION ON RIGHT.
 CM1675'
 CM1675'THE STATION IS A STANDARD NGS DISK STAMPED--ANTHONY 1935--SET IN THE
 CM1675'TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 CM1675'GROUND.  THE UNDERGROUND MARK IS A CGS DISK STAMPED--ANTHONY
 CM1675'1935--IMBEDDED IN THE GROUND.
 CM1675'
 CM1675'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED--ANTHONY 1935 NO 3
 CM1675'1980--SET INTO A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 CM1675'SURFACE OF THE GROUND AND 1.5 FT HIGHER THAN THE STATION.
 CM1675'
 CM1675'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--ANTHONY 1935 NO 4
 CM1675'1982--SET INTO A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 CM1675'SURFACE OF THE GROUND AND 1.5 FT HIGHER THAN THE STATION.
 CM1675'
 CM1675'REFERENCE MARK NO 5 IS A STANDARD DISK STAMPED--ANTHONY 1935 NO 5
 CM1675'1982--SET INTO A 12 INCH ROUND CONRETE MONUMENT FLUSH WITH THE
 CM1675'SURFACE OF THE GROUND AND 1.5 FT HIGHER THAN THE STATION.
 CM1675
 CM1675                          STATION RECOVERY (1991)
 CM1675
 CM1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CM1675'RECOVERED AS DESCRIBED.  ADJOINING PINE TREE WAS CLEARED BY COLLEGE
 CM1675'STAFF TO IMPROVE GPS VISIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6354 ***********************************************************************
 AB6354  DESIGNATION -  AP 1964 STA A
 AB6354  PID         -  AB6354
 AB6354  STATE/COUNTY-  GA/DOUGHERTY
 AB6354  USGS QUAD   -  ALBANY WEST (1988)
 AB6354
 AB6354                         *CURRENT SURVEY CONTROL
 AB6354  ___________________________________________________________________
 AB6354* NAD 83(1994)-  31 32 27.97959(N)    084 12 00.52036(W)     ADJUSTED  
 AB6354* NAVD 88     -        58.0    (meters)     190.     (feet)  GPS OBS   
 AB6354  ___________________________________________________________________
 AB6354  X           -     549,821.098 (meters)                     COMP
 AB6354  Y           -  -5,413,023.681 (meters)                     COMP
 AB6354  Z           -   3,317,188.475 (meters)                     COMP
 AB6354  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AB6354  ELLIP HEIGHT-          31.02  (meters)          (03/29/00) GPS OBS
 AB6354  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AB6354
 AB6354  HORZ ORDER  -  THIRD
 AB6354  ELLP ORDER  -  FOURTH    CLASS I
 AB6354
 AB6354.This mark is at Southwest Georgia Regional Airport (ABY)
 AB6354
 AB6354.The horizontal coordinates were established by GPS observations
 AB6354.and adjusted by the National Geodetic Survey in March 2000..
 AB6354
 AB6354.The orthometric height was determined by GPS observations and a
 AB6354.high-resolution geoid model.
 AB6354
 AB6354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6354
 AB6354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6354
 AB6354.The ellipsoidal height was determined by GPS observations
 AB6354.and is referenced to NAD 83.
 AB6354
 AB6354.The geoid height was determined by GEOID03.
 AB6354
 AB6354;                    North         East     Units Scale Factor Converg.
 AB6354;SPC GA W     -   170,838.921   696,821.234   MT  0.99990012   -0 01 03.0
 AB6354;SPC GA W     -   560,494.03  2,286,154.33   sFT  0.99990012   -0 01 03.0
 AB6354;UTM  16      - 3,492,971.718   765,818.229   MT  1.00047159   +1 27 55.8
 AB6354
 AB6354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6354!SPC GA W     -   0.99999513  x   0.99990012  =   0.99989525
 AB6354!UTM  16      -   0.99999513  x   1.00047159  =   1.00046672
 AB6354
 AB6354                          SUPERSEDED SURVEY CONTROL
 AB6354
 AB6354.No superseded survey control is available for this station.
 AB6354
 AB6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6581892972(NAD 83)
 AB6354_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6354_STAMPING: AP 1964 STA A
 AB6354_MARK LOGO: CGS   
 AB6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6354+STABILITY: SURFACE MOTION
 AB6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6354+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 AB6354
 AB6354  HISTORY     - Date     Condition        Report By
 AB6354  HISTORY     - 1964     MONUMENTED       CGS
 AB6354  HISTORY     - 19900630 GOOD             NGS
 AB6354  HISTORY     - 19980722 GOOD             NGS
 AB6354
 AB6354                          STATION DESCRIPTION
 AB6354
 AB6354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB6354'THE STATION IS LOCATED NEAR RUNWAY END 16, 151.01 FT (46.03 M) SW OF
 AB6354'SW CORNER OF RUNWAY END 16, 227.00 FT (69.19 M) SW OF C/L OF RUNWAY
 AB6354'END 16, 142.52 FT (43.44 M) SW OF THE WESTERLY MOST THRESHOLD LIGHT
 AB6354'AND 280.85 FT (85.60 M) NW OF THE FIRST RUNWAY LIGHT SE OF THE RUNWAY
 AB6354'END AND ON THE SW SIDE OF THE RUNWAY.  THE STATION IS A STANDARD
 AB6354'TOPOGRAPHIC DISK STAMPED AP 1964 STA A, SET IN THE TOP OF A CONCRETE
 AB6354'MONUMENT FLUSH WITH THE GROUND.
 AB6354
 AB6354                          STATION RECOVERY (1998)
 AB6354
 AB6354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AB6354'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF ALBANY,
 AB6354'GA.  AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.  IN THE GRASS,
 AB6354'SOUTHWEST OF AND IN LINE WITH RUNWAY END 16.  OWNERSHIP--CITY OF
 AB6354'ALBANY AND DOUGHERTY COUNTY.  3905 NEWTON ROAD, ALBANY, GA.  31707.
 AB6354'AIRPORT DIRECTOR MIKE ARMOUR, OR MAINTENANCE SUPERVISOR KENNY MATHIS
 AB6354'PHONE 912-430-5175.  NOTE--CONTACT AIRPORT DIRECTOR OR MAINTENANCE
 AB6354'SUPERVISOR 24-HOURS IN ADVANCE, (ESCORT REQUIRED) , AND IS TO BE MET
 AB6354'AT THE AIRPORT MAINTENANCE BUILDING.  TO REACH THE STATION FROM THE
 AB6354'INTERSECTION OF STATE HIGHWAY 234 (SLAPPEY DRIVE) AND STATE HIGHWAY 91
 AB6354'(NEWTON ROAD) IN SOUTH ALBANY, GO SOUTH, 1.8 KM (1.10 MI) ALONG
 AB6354'HIGHWAY 91 TO A PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT (SERVICE
 AB6354'ENTRANCE) .  TURN RIGHT AND GO NORTHWEST ON ROAD FOR 0.08 KM (0.05 MI)
 AB6354'TO WHERE THE PAVED ROAD TURNS SHARP RIGHT AND GATE 8 IS STRAIGHT
 AB6354'AHEAD.  TURN SHARP RIGHT AND GO NORTHEAST FOR 0.16 KM (0.10 MI) ALONG
 AB6354'THE PAVED ROAD TO GATE 9 STRAIGHT AHEAD AND A SPEAKER PHONE ON THE
 AB6354'LEFT.  PRESS 16 ON THE PHONE TO CONTACT AIRPORT MAINTENANCE WHO WILL
 AB6354'OPEN THE ELECTRIC GATE, OR PRESS 25 FOR AIRPORT SAFETY (SECURITY
 AB6354'OFFICE) .  PASS THROUGH THE GATE, NORTHEAST THEN NORTHWEST, 0.2 KM
 AB6354'(0.10 MI) TO A DOUBLE STOP SIGN AT A TAXI.  CROSS TAXI, NORTHWEST,
 AB6354'0.08 KM (0.05 MI) TO AN ABANDONED TAXI.  TURN LEFT, SOUTHWEST, ALONG
 AB6354'ABANDONED TAXI TO THE AIRPORT MAINTENANCE BUILDING, AT THE BASE OF THE
 AB6354'AIRPORT BEACON.  CONTINUE SOUTHWEST ALONG ABANDONED TAXI FOR 0.3 KM
 AB6354'(0.20 MI) TO TAXI C ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 AB6354'TAXIWAY C FOR 0.2 KM (0.10 MI) TO TAXIWAY A.  CONTINUE NORTHWEST ON
 AB6354'TAXIWAY C CROSSING RUNWAY 4/22 FOR 0.47 KM (0.30 MI) TO THE PARALLEL
 AB6354'TAXIWAY FOR 16/34.  TURN RIGHT AND GO NORTH-NORTHWEST ON PARALLEL
 AB6354'TAXIWAY FOR 0.56 KM (0.35 MI) TO THE END OF THE TAXIWAY AND A
 AB6354'CONNECTOR TAXIWAY ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY
 AB6354'AND CROSSING THE APPROACH END OF RUNWAY 16 FOR 0.18 KM (0.10 MI) TO
 AB6354'THE STATION.  THE STATION IS LOCATED 72.6 M (238.2 FT) NORTHWEST OF
 AB6354'THE 1ST RUNWAY LIGHT SOUTHEAST OF RUNWAY END 16 ON THE SOUTHWEST SIDE
 AB6354'OF THE RUNWAY, 69.2 M (227.0 FT) SOUTHWEST OF THE RUNWAY END 16
 AB6354'CENTERLINE, 46.0 M (150.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AB6354'RUNWAY END 16, 43.3 M (142.1 FT) SOUTHWEST OF THE MOST WESTERLY
 AB6354'THRESHOLD LIGHT, 0.30 M (0.98 FT) SOUTHWEST OF A WITNESS POST, AND THE
 AB6354'MONUMENT IS IN LINE WITH THE RUNWAY 16 END AND RECESSED 2-CM BELOW THE
 AB6354'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0823 ***********************************************************************
 BS0823  DESIGNATION -  AP STA A
 BS0823  PID         -  BS0823
 BS0823  STATE/COUNTY-  GA/COLQUITT
 BS0823  USGS QUAD   -  COOLIDGE (1987)
 BS0823
 BS0823                         *CURRENT SURVEY CONTROL
 BS0823  ___________________________________________________________________
 BS0823* NAD 83(1994)-  31 04 49.96986(N)    083 48 32.87405(W)     ADJUSTED  
 BS0823* NAVD 88     -        82.043  (meters)     269.17   (feet)  ADJUSTED  
 BS0823  ___________________________________________________________________
 BS0823  X           -     589,612.959 (meters)                     COMP
 BS0823  Y           -  -5,435,547.978 (meters)                     COMP
 BS0823  Z           -   3,273,573.237 (meters)                     COMP
 BS0823  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BS0823  ELLIP HEIGHT-          54.65  (meters)          (09/21/99) GPS OBS
 BS0823  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BS0823  DYNAMIC HT  -          81.941 (meters)     268.83  (feet)  COMP
 BS0823  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 BS0823
 BS0823  HORZ ORDER  -  THIRD
 BS0823  VERT ORDER  -  SECOND    CLASS 0
 BS0823  ELLP ORDER  -  FIFTH     CLASS II
 BS0823
 BS0823.This mark is at Moultrie Municipal Airport (MGR)
 BS0823
 BS0823.The horizontal coordinates were established by GPS observations
 BS0823.and adjusted by the National Geodetic Survey in September 1999..
 BS0823
 BS0823.The orthometric height was determined by differential leveling
 BS0823.and adjusted by the National Geodetic Survey in June 1991..
 BS0823
 BS0823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS0823
 BS0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0823
 BS0823.The ellipsoidal height was determined by GPS observations
 BS0823.and is referenced to NAD 83.
 BS0823
 BS0823.The geoid height was determined by GEOID03.
 BS0823
 BS0823.The dynamic height is computed by dividing the NAVD 88
 BS0823.geopotential number by the normal gravity value computed on the
 BS0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0823.degrees latitude (g = 980.6199 gals.).
 BS0823
 BS0823.The modeled gravity was interpolated from observed gravity values.
 BS0823
 BS0823;                    North         East     Units Scale Factor Converg.
 BS0823;SPC GA W     -   119,834.174   734,114.073   MT  0.99991435   +0 11 04.5
 BS0823;SPC GA W     -   393,155.95  2,408,505.92   sFT  0.99991435   +0 11 04.5
 BS0823;UTM  17      - 3,441,921.982   231,998.431   MT  1.00048605   -1 27 03.8
 BS0823
 BS0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0823!SPC GA W     -   0.99999142  x   0.99991435  =   0.99990577
 BS0823!UTM  17      -   0.99999142  x   1.00048605  =   1.00047746
 BS0823
 BS0823:                Primary Azimuth Mark                     Grid Az
 BS0823:SPC GA W     -  FAA MGR ARP                              060 39 26.7
 BS0823:UTM  17      -  FAA MGR ARP                              062 17 35.0
 BS0823
 BS0823|---------------------------------------------------------------------|
 BS0823| PID    Reference Object                     Distance      Geod. Az  |
 BS0823|                                                           dddmmss.s |
 BS0823| BS0821 FAA MGR ARP                         APPROX. 0.6 KM 0605031.2 |
 BS0823|---------------------------------------------------------------------|
 BS0823
 BS0823                          SUPERSEDED SURVEY CONTROL
 BS0823
 BS0823  NAD 83(1994)-  31 04 49.96887(N)    083 48 32.87217(W) AD(       ) 3
 BS0823  ELLIP H (06/29/99)   54.61   (m)                       GP(       ) 4 2
 BS0823  NAVD 88 (06/29/99)   82.04   (m)          269.2    (f) LEVELING    3  
 BS0823  NGVD 29 (??/??/92)   82.200  (m)          269.68   (f) ADJ UNCH    2 0
 BS0823
 BS0823.Superseded values are not recommended for survey control.
 BS0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0823.See file dsdata.txt to determine how the superseded data were derived.
 BS0823
 BS0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ3199841922(NAD 83)
 BS0823_MARKER: DT = TOPOGRAPHIC STATION DISK
 BS0823_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BS0823_SP_SET: CONCRETE RUNWAY
 BS0823_STAMPING: AP 1960 STA A
 BS0823_MARK LOGO: CGS   
 BS0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS0823+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 BS0823
 BS0823  HISTORY     - Date     Condition        Report By
 BS0823  HISTORY     - 1960     MONUMENTED       CGS
 BS0823  HISTORY     - 1970     GOOD             NGS
 BS0823  HISTORY     - 19840630 GOOD             NGS
 BS0823  HISTORY     - 19980716 GOOD             NGS
 BS0823  HISTORY     - 20051005 GOOD             INDIV
 BS0823
 BS0823                          STATION DESCRIPTION
 BS0823
 BS0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BS0823'6.7 MI S FROM MOULTRIE.
 BS0823'TO REACH STATION FROM THE POST OFFICE IN MOULTRIE, GO SOUTH
 BS0823'ALONG U.S. HIGHWAY 319 FOR 6.7 MILES.  TURN LEFT ON AIRPORT ROAD.
 BS0823'THE STATION IS LOCATED AT THE INTERSECTION OF EDGE OF RUNWAY 10
 BS0823'AND THE EDGE OF RUNWAY 4.  STATION IS 86 FEET FROM RUNWAY END
 BS0823'4 AND 87.5 FEET FROM THE CENTERLINE INTERSECTION OF RUNWAYS
 BS0823'4-22 AND 10-28.  STATION IS A STANDARD TOPO. DISC SET FLUSH WITH
 BS0823'THE RUNWAY PAVEMENT IN CONCRETE.  THE DISC IS STAMPED AP, 1960,
 BS0823'STA-A.
 BS0823
 BS0823                          STATION RECOVERY (1970)
 BS0823
 BS0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BS0823'RECOVERED IN GOOD CONDITION.
 BS0823
 BS0823                          STATION RECOVERY (1984)
 BS0823
 BS0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BS0823'THE STATION IS LOCATED AT MOULTRIE MUNICIPAL AIRPORT NEAR THE END OF
 BS0823'RUNWAY 4 AT THE INTERSECTION OF THE SOUTH EDGE OF OLD RUNWAY 10-28
 BS0823'WITH THE SOUTHEAST EDGE OF RUNWAY 4-22.  A TOPOGRAPHIC STATION DISK
 BS0823'STAMPED AP 1960 STA A SET IN A DRILL HOLE IN THE RUNWAY.  NOTE-RUNWAY
 BS0823'4-22 HAS BEEN RESURFACED AND THE MARK IS NOW ABOUT 2 INCHES LOWER THAN
 BS0823'THE RUNWAY.
 BS0823
 BS0823                          STATION RECOVERY (1998)
 BS0823
 BS0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BS0823'THE STATION WAS RECOVERED AS DESCRIBED, THE REFERENCE TO RUNWAY 10-28
 BS0823'IS KNOW A TAXIWAY.
 BS0823
 BS0823                          STATION RECOVERY (2005)
 BS0823
 BS0823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDB)
 BS0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2140 ***********************************************************************
 DF2140  DESIGNATION -  APALACHEE LOT
 DF2140  PID         -  DF2140
 DF2140  STATE/COUNTY-  GA/MORGAN
 DF2140  USGS QUAD   -  APALACHEE (1981)
 DF2140
 DF2140                         *CURRENT SURVEY CONTROL
 DF2140  ___________________________________________________________________
 DF2140* NAD 83(1994)-  33 42 11.89301(N)    083 26 45.01645(W)     ADJUSTED  
 DF2140* NAVD 88     -                                                        
 DF2140  ___________________________________________________________________
 DF2140  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DF2140  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DF2140
 DF2140  HORZ ORDER  -  THIRD
 DF2140
 DF2140.The horizontal coordinates were established by classical geodetic methods
 DF2140.and adjusted by the National Geodetic Survey in September 1997..
 DF2140
 DF2140
 DF2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2140
 DF2140.The geoid height was determined by GEOID03.
 DF2140
 DF2140;                    North         East     Units Scale Factor Converg.
 DF2140;SPC GA W     -   410,830.740   766,818.244   MT  0.99995502   +0 23 60.0
 DF2140;SPC GA W     - 1,347,867.19  2,515,802.86   sFT  0.99995502   +0 23 60.0
 DF2140;UTM  17      - 3,731,945.315   273,323.269   MT  1.00023349   -1 21 27.9
 DF2140
 DF2140                          SUPERSEDED SURVEY CONTROL
 DF2140
 DF2140  NAD 83(1986)-  33 42 11.89941(N)    083 26 45.01567(W) AD(       ) 4
 DF2140  NAD 27      -  33 42 11.45516(N)    083 26 45.42937(W) AD(       ) 3
 DF2140
 DF2140.Superseded values are not recommended for survey control.
 DF2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2140.See file dsdata.txt to determine how the superseded data were derived.
 DF2140
 DF2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7332331945(NAD 83)
 DF2140_MARKER: 57 = LOOKOUT TOWER
 DF2140
 DF2140  HISTORY     - Date     Condition        Report By
 DF2140  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2140
 DF2140                          STATION DESCRIPTION
 DF2140
 DF2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2140'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE APALACHEE
 DF2140'GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT IS A
 DF2140'STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED, SKELETON
 DF2140'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 100 FEET HIGH.
 DF2140'
 DF2140'LOCATED 1.2 MILES NORTHWEST OF THE SMALL COMMUNITY OF APALACHEE,
 DF2140'0.2 MILE WEST OF U.S. HIGHWAY 129 AND 75 FEET NORTH OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2631 ***********************************************************************
 CL2631  DESIGNATION -  APPLETON
 CL2631  PID         -  CL2631
 CL2631  STATE/COUNTY-  GA/BIBB
 CL2631  USGS QUAD   -  MACON WEST (1985)
 CL2631
 CL2631                         *CURRENT SURVEY CONTROL
 CL2631  ___________________________________________________________________
 CL2631* NAD 83(1994)-  32 52 08.93628(N)    083 41 30.62951(W)     ADJUSTED  
 CL2631* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 CL2631  ___________________________________________________________________
 CL2631  X           -     589,208.898 (meters)                     COMP
 CL2631  Y           -  -5,330,029.007 (meters)                     COMP
 CL2631  Z           -   3,441,864.699 (meters)                     COMP
 CL2631  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CL2631  ELLIP HEIGHT-         157.91  (meters)          (01/20/99) GPS OBS
 CL2631  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CL2631
 CL2631  HORZ ORDER  -  FIRST
 CL2631  ELLP ORDER  -  FOURTH    CLASS II
 CL2631
 CL2631.The horizontal coordinates were established by GPS observations
 CL2631.and adjusted by the National Geodetic Survey in January 1999..
 CL2631
 CL2631.The orthometric height was scaled from a topographic map.
 CL2631
 CL2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2631
 CL2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2631
 CL2631.The ellipsoidal height was determined by GPS observations
 CL2631.and is referenced to NAD 83.
 CL2631
 CL2631.The geoid height was determined by GEOID03.
 CL2631
 CL2631;                    North         East     Units Scale Factor Converg.
 CL2631;SPC GA W     -   318,190.951   744,435.087   MT  0.99992434   +0 15 27.7
 CL2631;SPC GA W     - 1,043,931.48  2,442,367.45   sFT  0.99992434   +0 15 27.7
 CL2631;UTM  17      - 3,639,993.449   248,130.488   MT  1.00038229   -1 27 42.1
 CL2631
 CL2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2631!SPC GA W     -   0.99997521  x   0.99992434  =   0.99989955
 CL2631!UTM  17      -   0.99997521  x   1.00038229  =   1.00035749
 CL2631
 CL2631|---------------------------------------------------------------------|
 CL2631| PID    Reference Object                     Distance      Geod. Az  |
 CL2631|                                                           dddmmss.s |
 CL2631| CY7786 APPLETON RM 1                        19.335 METERS 01649     |
 CL2631| CL2585 MACON TV CABLE CORP MAST            APPROX. 8.8 KM 0723109.4 |
 CL2631| CL2602 MACON JONES CO TANK                 APPROX.12.3 KM 0872243.4 |
 CL2631| CL2629 MACON RAD STA WNEX TOWER            APPROX. 4.1 KM 1173349.5 |
 CL2631| CL2628 MACON ATT MICROWAVE                 APPROX. 6.6 KM 1204435.9 |
 CL2631| CL2627 MACON POLICE DEPT RAD TOWER         APPROX. 6.6 KM 1233814.6 |
 CL2631| CL2594 MACON TV STA WMAZ MAST              APPROX.17.9 KM 1355350.5 |
 CL2631| CL2593 MACON TV STA WCWB MAST              APPROX.17.6 KM 1365118.9 |
 CL2631| CL2625 MACON CEDAR ST MUN TANK             APPROX. 7.2 KM 1423441.0 |
 CL2631| CY7787 APPLETON RM 2                        22.838 METERS 14652     |
 CL2631| CL2618 MACON GA KRAFT MEAD PLANT STK       APPROX.12.3 KM 1511616.8 |
 CL2631| CL2630 MACON VINEVILLE AVE MUN TANK        375.178 METERS 17448     |
 CL2631| CL2626 BIBB COUNTY LOT                     APPROX. 6.9 KM 2142401.4 |
 CL2631| CS6041 APPLETON RM 3                        12.343 METERS 22204     |
 CL2631| CL2760 LIZELLA MUN TANK                    APPROX.13.7 KM 2410108.4 |
 CL2631| CL2633 MACON RAD STA WMAZ CEN TOWER        APPROX. 4.0 KM 2961809.5 |
 CL2631| CL2757 MORGAN                              APPROX.15.9 KM 3310321.7 |
 CL2631| CL2638 MACON ARKWRIGHT GA PWR STACK        APPROX. 6.4 KM 3532018.6 |
 CL2631|---------------------------------------------------------------------|
 CL2631
 CL2631                          SUPERSEDED SURVEY CONTROL
 CL2631
 CL2631  NAD 83(1994)-  32 52 08.93628(N)    083 41 30.62951(W) AD(       ) 1
 CL2631  NAD 83(1986)-  32 52 08.94112(N)    083 41 30.62801(W) AD(       ) 1
 CL2631  NAD 27      -  32 52 08.44466(N)    083 41 30.97667(W) AD(       ) 1
 CL2631  NGVD 29 (07/19/86)  184.5    (m)          605.     (f) VERT ANG       
 CL2631
 CL2631.Superseded values are not recommended for survey control.
 CL2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2631.See file dsdata.txt to determine how the superseded data were derived.
 CL2631
 CL2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4813039993(NAD 83)
 CL2631_MARKER: DD = SURVEY DISK
 CL2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2631_STAMPING: APPLETON 1974
 CL2631_MARK LOGO: NGS   
 CL2631_PROJECTION: FLUSH
 CL2631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2631+STABILITY: SURFACE MOTION
 CL2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2631+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1990
 CL2631
 CL2631  HISTORY     - Date     Condition        Report By
 CL2631  HISTORY     - 1974     MONUMENTED       NGS
 CL2631  HISTORY     - 1983     GOOD             NGS
 CL2631  HISTORY     - 19900627 GOOD             TRIBBL
 CL2631
 CL2631                          STATION DESCRIPTION
 CL2631
 CL2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CL2631'NO SUITABLE LOCATION FOR A DISTANT RM.
 CL2631'
 CL2631'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF THE JUNCTION
 CL2631'OF INTERSTATE HIGHWAY 475 AND STATE ROUTE 74 AT THE WEST EDGE OF
 CL2631'MACON, 2.25 MILES WEST OF THE OCMULGEE RIVER, IN THE NORTHWEST
 CL2631'SECTION OF MACON AND ON PROPERTY OWNED BY THE APPLETON CHURCH,
 CL2631'TELEPHONE 477-1422.
 CL2631'
 CL2631'TO REACH FROM THE OVERPASS OF INTERSTATE HIGHWAY 475 AND STATE
 CL2631'ROUTE 74, AT THE WEST EDGE OF MACON, GO WEST ON ROUTE 74 FOR 0.7
 CL2631'MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTHERLY ON TUCKER
 CL2631'ROAD (STATE ROUTE 361) FOR 1.7 MILES TO A BRIDGE OVER INTERSTATE
 CL2631'HIGHWAY 475.  CONTINUE EASTERLY ON TUCKER ROAD FOR 1.4 MILES TO A
 CL2631'Y-FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEASTERLY ON TUCKER
 CL2631'ROAD FOR 1.2 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO
 CL2631'SOUTHEASTERLY ON FORSYTH ROAD (U.S. HIGHWAY 41) FOR 0.9 MILE
 CL2631'TO A RAILROAD OVERPASS BRIDGE.  CONTINUE FOR 0.65 MILE TO FOREST
 CL2631'HILL ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON FOREST HILL
 CL2631'ROAD FOR 0.35 MILE TO A DRIVEWAY ON THE LEFT LEADING TO THE
 CL2631'APPLETON EPISCOPAL CHURCH.  TURN LEFT AND GO WEST ON THE
 CL2631'DRIVEWAY FOR 0.1 MILE TO A SMALL BRICK CHURCH AND THE
 CL2631'STATION ON THE RIGHT AS DESCRIBED.
 CL2631'
 CL2631'THE STATION MARKS ARE STANDARD DISKS STAMPED APPLETON 1974.  THE
 CL2631'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CL2631'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 94 FEET NORTHEAST
 CL2631'OF THE NORTHEAST CORNER OF THE CHURCH, 59 FEET WEST OF A 48-INCH
 CL2631'PECAN TREE AND 50 FEET NORTH-NORTHEAST OF THE CENTER OF A DIRT
 CL2631'DRIVEWAY.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CL2631'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 CL2631'SURFACE.
 CL2631'
 CL2631'REFERENCE MARK 1, A STANDARD DISK STAMPED APPLETON NO 1 1974, IS
 CL2631'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CL2631'WITH THE GROUND SURFACE.  IT IS 66 FEET WEST OF THE CENTER OF A
 CL2631'DIRT DRIVEWAY, 61 FEET NORTH-NORTHWEST OF THE PECAN TREE AND 37
 CL2631'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE.
 CL2631'
 CL2631'REFERENCE MARK 2, A STANDARD DISK STAMPED APPLETON NO 2 1974, IS
 CL2631'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CL2631'WITH THE GROUND SURFACE.  IT IS 111 FEET EAST OF THE NORTHEAST
 CL2631'CORNER OF THE CHURCH, 78 FEET SOUTH-SOUTHWEST OF THE PECAN TREE,
 CL2631'34 FEET WEST OF THE CENTER OF A DIRT DRIVEWAY AND 12 FEET NORTH
 CL2631'OF THE CENTER OF THE PAVED DRIVEWAY.
 CL2631'
 CL2631'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 CL2631
 CL2631                          STATION RECOVERY (1983)
 CL2631
 CL2631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CL2631'THE STATION IS LOCATED IN THE NORTHWESTERLY SECTION OF MACON ABOUT
 CL2631'5.5 KM FROM THE CENTER OF THE DOWNTOWN AREA, 2.3 KM SOUTHWEST OF
 CL2631'INTERSTATE I 95, AND 4.1 KM EAST OF INTERSTATE I 475 ON PROPERTY
 CL2631'BEING DEVELOPED FOR THE FOREST POINTE APARTMENT BY THE OWNER, AMERSON
 CL2631'CORPORATION OF MACON.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS
 CL2631'TIME.
 CL2631'
 CL2631'TO REACH THE STATION FROM THE INTERSECTION OF PIERCE AVENUE PIO NONO
 CL2631'AND VINVILLE AVENUE, WHICH IS U.S. ROUTE 41, STATE ROUTE 19, GO WEST
 CL2631'ON VINVILLE AVENUE FOR 3.0 KM TO FOREST HILL ROAD ON THE RIGHT.  TURN
 CL2631'RIGHT (NORTH-NORTHWESTERLY) ON FOREST HILL ROAD FOR 0.56 KM TO THE
 CL2631'FOREST POINTE APARTMENTS ON THE LEFT, AT THIS TIME UNDER
 CL2631'CONSTRUCTION.  THE STATION AND REFERENCE MARKS ARE MOST EASILY
 CL2631'REACHED BY TURNING LEFT (SOUTHWEST) INTO THE DRIVEWAY OF THE ST.
 CL2631'FRANCIS EPISCOPAL CHURCH ADJOINED THE APARTMENT PROPERTY AND GOING TO
 CL2631'THE END OF THE ROAD AT THE CHURCH.  THE STATION AND REFERENCE MARKS
 CL2631'ON THE RIGHT.
 CL2631'
 CL2631'THE STATION MARKS ARE STANDARD DISKS STAMPED---APPLETON 1974---
 CL2631'THE SURFACE MARK IS SET IN THE TOP OF A 0.30 METER ROUND CONCRETE
 CL2631'MONUMENT AT GROUND LEVEL.  IT IS 28.6 METERS NORTHEAST OF THE
 CL2631'NORTHEAST CORNER OF THE CHURCH, 17.9 METERS WEST OF A 1.2 METER
 CL2631'PECAN TREE AND 10.9 METERS EAST-NORTHEAST OF A 0.8 METER PECAN TREE.
 CL2631'
 CL2631'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---APPLETON NO 2 1974
 CL2631'---SET IN A 0.30 METER IN DIAMETER CONCRETE CYLINDER SLIGHTLY ABOVE
 CL2631'GROUND LEVEL 34 METERS EAST OF THE NORTHEAST CORNER OF THE CHURCH,
 CL2631'8.9 METERS SOUTH OF A 0.3 METER PINE ON THE APARTMENT PROPERTY,
 CL2631'3.6 METERS NORTH OF THE CHURCH DRIVEWAY AND 3.1 METERS SOUTH OF A
 CL2631'HEDGE ROW.
 CL2631'
 CL2631'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---APPLETON NO 3 1974
 CL2631'1983---SET IN A 0.30 METER IN DIAMETER CONCRETE CYLINDER AT GROUND
 CL2631'LEVEL.  IT IS 13.0 METERS NORTH-NORTHEAST OF THE NORTH CORNER OF THE
 CL2631'CHURCH, 13.0 METERS NORTH OF THE SIDEWALK LEADING TO THE CHURCH AND
 CL2631'2.3 METERS SOUTH OF THE BEFORE MENTIONED 0.8 METER PECAN TREE.
 CL2631'
 CL2631'NO AZIMUTH MARK HAS BEEN ESTABLISHED FOR THIS STATION.
 CL2631
 CL2631                          STATION RECOVERY (1990)
 CL2631
 CL2631'RECOVERY NOTE BY TRIBBLE AND RICHARDSON 1990
 CL2631'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1249 ***********************************************************************
 DF1249  DESIGNATION -  APPLING
 DF1249  PID         -  DF1249
 DF1249  STATE/COUNTY-  GA/COLUMBIA
 DF1249  USGS QUAD   -  APPLING (1981)
 DF1249
 DF1249                         *CURRENT SURVEY CONTROL
 DF1249  ___________________________________________________________________
 DF1249* NAD 83(1994)-  33 36 32.67581(N)    082 22 09.67533(W)     ADJUSTED  
 DF1249* NAVD 88     -       158.57   (+/-2cm)     520.2    (feet)  VERTCON   
 DF1249  ___________________________________________________________________
 DF1249  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF1249  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DF1249
 DF1249  HORZ ORDER  -  FIRST
 DF1249  VERT ORDER  -  THIRD ? (See Below)
 DF1249
 DF1249.The horizontal coordinates were established by classical geodetic methods
 DF1249.and adjusted by the National Geodetic Survey in September 1997..
 DF1249
 DF1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1249.The vertical order pertains to the NGVD 29 superseded value.
 DF1249
 DF1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1249
 DF1249.The geoid height was determined by GEOID03.
 DF1249
 DF1249;                    North         East     Units Scale Factor Converg.
 DF1249;SPC GA E     -   400,165.663   181,191.275   MT  0.99990436   -0 06 43.9
 DF1249;SPC GA E     - 1,312,876.85    594,458.37   sFT  0.99990436   -0 06 43.9
 DF1249;SPC SC       -   197,764.731   482,545.808   MT  0.99979421   -0 45 33.0
 DF1249;SPC SC       -   648,834.42  1,583,155.54   iFT  0.99979421   -0 45 33.0
 DF1249;UTM  17      - 3,719,652.938   372,962.049   MT  0.99979896   -0 45 29.1
 DF1249
 DF1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1249!SPC GA E     -   0.99997968  x   0.99990436  =   0.99988404
 DF1249!SPC SC       -   0.99997968  x   0.99979421  =   0.99977390
 DF1249!UTM  17      -   0.99997968  x   0.99979896  =   0.99977865
 DF1249
 DF1249:                Primary Azimuth Mark                     Grid Az
 DF1249:SPC GA E     -  MC CORMICK MUNICIPAL TANK                012 30 23.5
 DF1249:SPC SC       -  MC CORMICK MUNICIPAL TANK                013 09 12.6
 DF1249:UTM  17      -  MC CORMICK MUNICIPAL TANK                013 09 08.7
 DF1249
 DF1249|---------------------------------------------------------------------|
 DF1249| PID    Reference Object                     Distance      Geod. Az  |
 DF1249|                                                           dddmmss.s |
 DF1249| DF1275 MC CORMICK MUNICIPAL TANK           APPROX.34.7 KM 0122339.6 |
 DF1249| DF1259 APPLING RM 4                        140.457 METERS 01833     |
 DF1249| DF1244 LEAH COUNTY LOT                     APPROX. 6.1 KM 0292814.7 |
 DF1249| DF2817 APPLING RM 1                         30.206 METERS 03602     |
 DF1249| DF2819 APPLING RM 3                         21.855 METERS 05247     |
 DF1249| DF2816 APPLING AZ MK                                      0684601.3 |
 DF1249| DF1262 COBBHAM                             APPROX. 9.6 KM 2184420.2 |
 DF1249| DF2818 APPLING RM 2                         46.165 METERS 28318     |
 DF1249|---------------------------------------------------------------------|
 DF1249
 DF1249                          SUPERSEDED SURVEY CONTROL
 DF1249
 DF1249  NAD 83(1986)-  33 36 32.68064(N)    082 22 09.67130(W) AD(       ) 1
 DF1249  NAD 27      -  33 36 32.20400(N)    082 22 10.22100(W) AD(       ) 1
 DF1249  NGVD 29 (07/19/86)  158.75   (m)          520.8    (f) LEVELING    3  
 DF1249
 DF1249.Superseded values are not recommended for survey control.
 DF1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1249.See file dsdata.txt to determine how the superseded data were derived.
 DF1249
 DF1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7296219653(NAD 83)
 DF1249_MARKER: DS = TRIANGULATION STATION DISK
 DF1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1249
 DF1249  HISTORY     - Date     Condition        Report By
 DF1249  HISTORY     - 1932     MONUMENTED       CGS
 DF1249  HISTORY     - 1934     GOOD             CGS
 DF1249  HISTORY     - 1954     GOOD             CGS
 DF1249  HISTORY     - 1962     GOOD             CGS
 DF1249  HISTORY     - 1976     GOOD             NGS
 DF1249  HISTORY     - 1980     GOOD             GADT
 DF1249
 DF1249                          STATION DESCRIPTION
 DF1249
 DF1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DF1249'ABOUT 5.5 MILES NORTHWEST OF APPLING POST OFFICE, IN NORTH EDGE OF
 DF1249'COTTON FIELD.  TO REACH FROM AUGUSTA, FOLLOW STATE HIGHWAYS 10 AND 12
 DF1249'WEST ABOUT 23 MILES TO INTERSECTION WITH STATE HIGHWAY 47 IN
 DF1249'HARLEM.  TURN RIGHT (NORTH) ON HIGHWAY 47 AND GO 9.5 MILES TO APPLING
 DF1249'POST OFFICE.  CONTINUE ON HIGHWAY 47 NORTH 4.8 MILES TO CROSSROADS
 DF1249'AT A GROUP OF STORES AND TURN LEFT AND FOLLOW MAIN ROAD 2.5 MILES TO
 DF1249'JOE CUMMINGS FARM.  STATION IS ABOUT 90 YARDS SOUTHWEST OF CUMMINGS
 DF1249'HOUSE, 22 FEET NORTH OF CENTER LINE OF ROAD RUNNING NORTHEAST AND
 DF1249'SOUTHWEST, 25 FEET WEST OF ROAD RUNNING NORTH AND SOUTH, AND ABOUT
 DF1249'30 FEET NORTHEAST OF INTERSECTION.  SURFACE AND UNDERGROUND MARKS
 DF1249'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER MARK
 DF1249'PROJECTS 4 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 DF1249'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 5
 DF1249'INCHES ABOVE GROUND, IS AT INTERSECTION OF CENTER LINE OF
 DF1249'NORTH-SOUTH ROAD AND DRIVEWAY LEADING TO CUMMINGS FARMHOUSE, 15 FEET
 DF1249'WEST OF CENTER LINE OF ROAD, 16 FEET SOUTH OF CENTER LINE OF DRIVE TO
 DF1249'CUMMINGS HOUSE, 60 FEET WEST OF OLD BARN, AND 99.10 FEET FROM
 DF1249'STATION N 36 DEG 02 MIN E.  NO. 2 PROJECTS 6 INCHES
 DF1249'ABOVE GROUND, IS AT WEST EDGE OF COTTON FIELD, 31 PACES SOUTH OF
 DF1249'LANE CROSSING ROAD NORTHEAST-SOUTHWEST, ABOUT 50 FEET EAST OF PINE
 DF1249'WOODS, AND 151.60 FEET FROM STATION N 76 DEG 42 MIN W.
 DF1249'AZIMUTH MARK PROJECTS 3 INCHES ABOVE GROUND, IS ON BEARD PROPERTY, ON
 DF1249'FENCE LINE RUNNING NORTHWEST-SOUTHEAST, 25 FEET NORTH OF FACE OF
 DF1249'BARN, ABOUT 80 FEET SOUTHEAST OF WHITE FRAMEHOUSE AND APPROXIMATELY
 DF1249'0.25 MILE FROM STATION N 68 DEG 46 MIN E.
 DF1249
 DF1249                          STATION RECOVERY (1954)
 DF1249
 DF1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1249'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DF1249'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 DF1249'
 DF1249'THE STATION IS LOCATED ABOUT 5.5 MI. NW OF APPLING, ON THE HIGHEST
 DF1249'POINT IN THE VICINITY, AND ON LAND OWNED BY MR. OSICE STORY.  IT IS
 DF1249'ABOUT 100 YD. SW OF THE HOUSE OCCUPIED BY JOE CUMMINGS (COLORED),
 DF1249'AND IN THE SW ANGLE OF A CROSSROAD IN A FIELD.  IT IS ABOUT 100 YD. S
 DF1249'OF STATE HIGHWAY 150, 22 FT. W OF A N-S FIELD ROAD, 25 FT. S OF AN
 DF1249'E-W FIELD ROAD, AND 60 FT. SW OF THE INTERSECTION OF FIELD ROADS.
 DF1249'IT IS A STANDARD DISK, STAMPED APPLING 1932 AND PROJECTS 6 IN.
 DF1249'
 DF1249'REFERENCE MARK 1 IS 99.10 FT. NE OF THE STATION
 DF1249'IN THE NE ANGLE OF THE INTERSECTION OF FIELD ROADS, 19 FT. N
 DF1249'OF THE CENTERLINE OF THE E-W ROAD, 15 FT.  E OF THE CENTERLINE OF A
 DF1249'N-S ROAD, AND 60 FT. NW OF THE NW CORNER OF AN OLD BARN.  IT IS A
 DF1249'STANDARD DISK, STAMPED APPLING NO 1 1932 AND IS FLUSH WITH THE
 DF1249'GROUND.
 DF1249'
 DF1249'REFERENCE MARK 2 IS 151.60 FT. W-NW OF THE STATION
 DF1249'ABOUT 10 FT. LOWER THAN THE STATION, AND IN A SMALL
 DF1249'UNCULTIVATED AREA IN A CULTIVATED FIELD.  IT IS 78 FT. N OF A FIELD
 DF1249'ROAD, 174 FT. S OF THE CENTERLINE OF STATE HIGHWAY 150, AND 180 FT.
 DF1249'NW OF THE INTERSECTION OF FIELD ROADS.  IT IS A STANDARD DISK,
 DF1249'STAMPED APPLING NO 2 1932 AND PROJECTS 4 IN.
 DF1249'
 DF1249'THE AZIMUTH MARK IS 0.3 MI. E-NE OF THE STATION.
 DF1249'IT IS IN THE YARD OF THE FIRST HOUSE E OF THE JOE
 DF1249'CUMMINGS PLACE.  IT IS 42 FT. W OF THE W FACE OF AN OLD BARN, 120 FT.
 DF1249'SE OF THE SE CORNER OF A LARGE FRAMEHOUSE, AND 30 FT. S OF THE S EDGE
 DF1249'OF A FIELD.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED APPLING
 DF1249'AZIMUTH 1932 AND PROJECTS 6 IN.
 DF1249'
 DF1249'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE OLD ROAD
 DF1249'PASSING TO THE S OF THE JOE CUMMINGS HOUSE FOR 0.4 MI. TO A HOUSE
 DF1249'AND THE MARK.
 DF1249'
 DF1249'TO REACH THE STATION FROM THE POST OFFICE IN APPLING, GO N ON STATE
 DF1249'HIGHWAYS 47 AND 221 FOR 4.8 MI. TO A CROSSROAD AND THE JUNCTION
 DF1249'WITH STATE HIGHWAY 150.  TURN LEFT ON STATE HIGHWAY 150, AND GO 2.5
 DF1249'MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO ABOUT 100 YD. TO A
 DF1249'CROSSROAD AND REFERENCE MARK 1 IN THE NE ANGLE, CONTINUE ABOUT 30
 DF1249'YD. TO THE STATION ON THE RIGHT.
 DF1249
 DF1249                          STATION RECOVERY (1962)
 DF1249
 DF1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 DF1249'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DF1249'HOWEVER, THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION DUE
 DF1249'TO A DENSE STAND OF PINE TREES THAT ARE NOW STANDING BETWEEN THE
 DF1249'STATION AND THE AZIMUTH MARK. THE DESCRIPTION TO REACH THE STATION IS
 DF1249'COMPLETELY ADEQUATE.
 DF1249
 DF1249                          STATION RECOVERY (1976)
 DF1249
 DF1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1249'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 DF1249'TO BE IN GOOD CONDITION AS DESCRIBED.
 DF1249'
 DF1249'REFERENCE MARK 1 WAS FOUND LYING ON ITS SIDE AND WAS DESTROYED
 DF1249'AT THIS TIME.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 DF1249'FOUND.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 DF1249'THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 DF1249'COULD NOT BE CHECKED AT THIS TIME.  FOLLOWING IS A NEW AND
 DF1249'COMPLETE DESCRIPTION.
 DF1249'
 DF1249'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTH OF INTERSTATE
 DF1249'HIGHWAY 20, 5-1/2 MILES WEST OF POLLARDS CORNER, 4 MILES SOUTH
 DF1249'OF LAKE CLARK HILL AND ON PROPERTY OWNED BY MR. FRANK STORY
 DF1249'OF THOMSON, GEORGIA, WHOSE TELEPHONE NUMBER IS 595-2763.
 DF1249'
 DF1249'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 150
 DF1249'AND 47, ABOUT 2.5 MILES WEST OF POLLARDS CORNER, GO WESTERLY
 DF1249'ON HIGHWAY 150 FOR 2.55 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DF1249'AND GO SOUTHERLY ON COUNTY ROAD 29 FOR 0.05 MILE TO A CROSSROAD
 DF1249'AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 DF1249'
 DF1249'STATION MARKS ARE STANDARD DISKS STAMPED---APPLING 1932---.
 DF1249'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DF1249'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 DF1249'IS 83 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 DF1249'71 FEET SOUTHWEST OF A METAL WITNESS POST, 27 FEET
 DF1249'EAST-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 26 FEET
 DF1249'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD.  THE 1932
 DF1249'DATA STATES THAT AN UNDERGROUND MARK WAS SET.
 DF1249'
 DF1249'REFERENCE MARK 2, A STANDARD DISK STAMPED---APPLING NO 2
 DF1249'1932---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DF1249'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET
 DF1249'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 6.5 FEET SOUTH OF AN
 DF1249'8-INCH PINE TREE, 3.4 FEET NORTHWEST OF A 6-INCH PINE TREE AND
 DF1249'2 FEET EAST OF A METAL WITNESS POST.
 DF1249'
 DF1249'REFERENCE MARK 3, A STANDARD DISK STAMPED---APPLING 1932 NO 3
 DF1249'1976---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF1249'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET
 DF1249'EAST OF THE CENTER OF THE ROAD, 19 FEET SOUTH OF THE CENTER
 DF1249'OF THE ROAD, 2 FEET NORTH OF THE METAL WITNESS POST AND 2 FEET
 DF1249'SOUTHWEST OF A FENCE CORNER.
 DF1249'
 DF1249'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 26.3 METERS.
 DF1249'
 DF1249'NO SUITABLE LOCATION WAS FOUND TO SET A NEW AZIMUTH MARK.
 DF1249'
 DF1249'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 DF1249
 DF1249                          STATION RECOVERY (1980)
 DF1249
 DF1249'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1249'THE STATION MARK, REFERENCE MARK 2, AND REFERENCE MARK 3 WERE
 DF1249'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS SET.  THE
 DF1249'DISTANCE TO REFERENCE MARK 2 WAS FOUND 0.032 METER (0.14 FT)
 DF1249'SHORTER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DF1249'THE STATION IS LOCATED ABOUT 20.2 KM (12-1/2 MI) NORTHEAST OF
 DF1249'THOMSON, 22.2 KM (13-3/4 MI) NORTH-NORTHWEST OF HARLEM, AND
 DF1249'23.5 KM (14-1/2 MI) NORTHWEST OF GROVETOWN.
 DF1249'OWNERSHIP--FRANK STORY, THOMSON, GEORGIA. TELEPHONE 404-595-2763.
 DF1249'
 DF1249'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 150
 DF1249'AND STATE ROUTE 47 ABOUT 21.8 KM (13-1/2 MI) NORTH OF HARLEM,
 DF1249'GO WEST ALONG STATE ROUTE 150 FOR 4.1 KM (2.55 MI) TO THE JUNCTION
 DF1249'OF DIRT COUNTY ROAD 29 TO THE LEFT AND REFERENCE MARK 4 ON THE
 DF1249'RIGHT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD 29 FOR 0.08 KM
 DF1249'(0.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 28 TO THE RIGHT AND
 DF1249'AN UNIDENTIFIED DIRT ROAD TO THE LEFT AND THE STATION ON THE
 DF1249'RIGHT.
 DF1249'
 DF1249'THE STATION IS A STANDARD CGS DISK
 DF1249'STAMPED---APPLING 1932---,
 DF1249'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.5 CM ON A SIDE
 DF1249'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1249'7.32 METERS (24.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE
 DF1249'OF COUNTY ROAD 28,
 DF1249'7.92 METERS (26.00 FT) WEST-NORTHWEST FROM THE CENTERLINE
 DF1249'OF COUNTY ROAD 29,
 DF1249'25.15 METERS (82.50 FT) NORTHEAST FROM THE NORTHWEST CORNER
 DF1249'OF A HOUSE,
 DF1249'5.64 METERS (18.50 FT) SOUTH-SOUTHWEST FROM AN UNDERGROUND
 DF1249'TELEPHONE CABLE PEDESTAL, AND
 DF1249'20.42 METERS (67.00 FT) WEST-NORTHWEST FROM A TRIANGLE BLAZED
 DF1249'PINE TREE.
 DF1249'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 DF1249'STAMPED---APPLING 1932---,
 DF1249'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DF1249'
 DF1249'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 DF1249'STAMPED---APPLING NO 2 1932---,
 DF1249'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.5 CM ON A SIDE
 DF1249'FLUSH WITH GROUND.  IT IS LOCATED
 DF1249'54.86 METERS (180.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1249'STATE ROUTE 150,
 DF1249'22.86 METERS (75.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1249'COUNTY ROAD 28,
 DF1249'1.07 METERS (3.500 FT) WEST-NORTHWEST FROM A 12 INCH PINE TREE,
 DF1249'AND
 DF1249'0.70 METER (2.300 FT) EAST FROM A WITNESS POST.
 DF1249'MARK IS LEVEL WITH STATION.
 DF1249'
 DF1249'REFERENCE MARK 3 IS A STANDARD NGS DISK
 DF1249'STAMPED---APPLING 1932 NO 3 1976---,
 DF1249'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1249'FLUSH WITH GROUND.  IT IS LOCATED
 DF1249'7.32 METERS (24.00 FT) EAST FROM THE POINT OF INTERSECTION OF
 DF1249'THE CENTERLINES OF COUNTY ROAD 29 AND THE UNIDENTIFIED DIRT ROAD,
 DF1249'3.81 METERS (12.50 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 DF1249'UNIDENTIFIED DIRT ROAD, AND
 DF1249'0.61 METER (2.000 FT) NORTH FROM A WITNESS POST.
 DF1249'MARK IS BELOW STATION 1.200 METERS.
 DF1249'
 DF1249'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 DF1249'STAMPED---APPLING NO 4 1932 1980---,
 DF1249'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1249'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1249'17.37 METERS (57.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1249'STATE ROUTE 150,
 DF1249'30.48 METERS (100.0 FT) NORTH-NORTHEAST FROM THE POINT OF
 DF1249'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 150 AND COUNTY
 DF1249'ROAD 29,
 DF1249'6.10 METERS (20.00 FT) EAST FROM A FENCELINE,
 DF1249'0.61 METER (2.000 FT) NORTH-NORTHWEST FROM ANOTHER FENCELINE, AND
 DF1249'0.73 METER (2.400 FT) SOUTH FROM A WITNESS POST.
 DF1249'MARK IS LEVEL WITH STATION.
 DF1249'
 DF1249'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THE LINE
 DF1249'IS BLOCKED BY TREES.
 DF1249'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1249'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1249'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1650 ***********************************************************************
 BS1650  DESIGNATION -  APPLING
 BS1650  PID         -  BS1650
 BS1650  STATE/COUNTY-  GA/APPLING
 BS1650  USGS QUAD   -  ALMA NW (1971)
 BS1650
 BS1650                         *CURRENT SURVEY CONTROL
 BS1650  ___________________________________________________________________
 BS1650* NAD 83(1994)-  31 42 52.23926(N)    082 23 36.64219(W)     ADJUSTED  
 BS1650* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 BS1650  ___________________________________________________________________
 BS1650  X           -     718,866.840 (meters)                     COMP
 BS1650  Y           -  -5,383,006.357 (meters)                     COMP
 BS1650  Z           -   3,333,560.893 (meters)                     COMP
 BS1650  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 BS1650  ELLIP HEIGHT-          32.67  (meters)          (09/03/97) GPS OBS
 BS1650  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BS1650
 BS1650  HORZ ORDER  -  FIRST
 BS1650  ELLP ORDER  -  FOURTH    CLASS II
 BS1650
 BS1650.The horizontal coordinates were established by GPS observations
 BS1650.and adjusted by the National Geodetic Survey in September 1997..
 BS1650
 BS1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1650
 BS1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1650
 BS1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1650
 BS1650.The ellipsoidal height was determined by GPS observations
 BS1650.and is referenced to NAD 83.
 BS1650
 BS1650.The geoid height was determined by GEOID03.
 BS1650
 BS1650;                    North         East     Units Scale Factor Converg.
 BS1650;SPC GA E     -   190,086.139   178,500.672   MT  0.99990570   -0 07 09.3
 BS1650;SPC GA E     -   623,640.94    585,630.95   sFT  0.99990570   -0 07 09.3
 BS1650;UTM  17      - 3,509,636.269   367,963.296   MT  0.99981502   -0 43 57.6
 BS1650
 BS1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1650!SPC GA E     -   0.99999487  x   0.99990570  =   0.99990057
 BS1650!UTM  17      -   0.99999487  x   0.99981502  =   0.99980989
 BS1650
 BS1650:                Primary Azimuth Mark                     Grid Az
 BS1650:SPC GA E     -  APPLING AZ MK                            084 20 51.2
 BS1650:UTM  17      -  APPLING AZ MK                            084 57 39.5
 BS1650
 BS1650|---------------------------------------------------------------------|
 BS1650| PID    Reference Object                     Distance      Geod. Az  |
 BS1650|                                                           dddmmss.s |
 BS1650| BS1651 APPLING AZ MK                       APPROX. 0.6 KM 0841341.9 |
 BS1650|---------------------------------------------------------------------|
 BS1650
 BS1650                          SUPERSEDED SURVEY CONTROL
 BS1650
 BS1650  NAD 83(1986)-  31 42 52.25145(N)    082 23 36.64500(W) AD(       ) 1
 BS1650  NGVD 29 (12/08/88)   61.2    (m)          201.     (f) GPS OBS        
 BS1650
 BS1650.Superseded values are not recommended for survey control.
 BS1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1650.See file dsdata.txt to determine how the superseded data were derived.
 BS1650
 BS1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6796309636(NAD 83)
 BS1650_MARKER: DD = SURVEY DISK
 BS1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1650_STAMPING: APPLING 1985
 BS1650_MARK LOGO: NGS   
 BS1650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1650+STABILITY: SURFACE MOTION
 BS1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1650+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1986
 BS1650
 BS1650  HISTORY     - Date     Condition        Report By
 BS1650  HISTORY     - 1985     MONUMENTED       NGS
 BS1650  HISTORY     - 19861218 GOOD
 BS1650
 BS1650                          STATION DESCRIPTION
 BS1650
 BS1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BS1650'THE STATION IS LOCATED 9.6 KM (5.95 MI) SOUTH OF BAXLEY AT THE BAXLEY
 BS1650'MUNICIPAL AIRPORT.  OWNERSHIP--APPLING COUNTY.  TO REACH THE STATION
 BS1650'FROM THE JUNCTION OF U.S.  HIGHWAYS 1 AND 341 IN BAXLEY, GO SOUTH ON
 BS1650'U.S.  HIGHWAY 1 FOR 8.1 KM (5.05 MI) TO THE COUNTY AIRPORT ROAD ON THE
 BS1650'RIGHT.  TURN RIGHT FOR 0.48 KM (0.30 MI) TO THE OFFICE BUILDING
 BS1650'STAYING TO THE LEFT OF IT.  BEAR RIGHT, NORTHWEST, FOR 0.14 KM (0.10
 BS1650'MI) ACROSS AN APRON TO THE RUNWAY.  BEAR WEST-NORTHWEST FOR 0.16 KM
 BS1650'(0.10 MI) TO THE WINDSOCK AND THE STATION ON THE RIGHT.  THE STATION
 BS1650'IS A STANDARD NGS DISK STAMPED --APPLING 1985-- SET INTO THE TOP OF A
 BS1650'ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER FLUSH WITH THE GROUND.  THE
 BS1650'MARK IS LOCATED 14.5 M (47.6 FT) NE FROM THE NE CORNER OF SLAB NEAREST
 BS1650'RUNWAY, 12.7 M (41.7 FT) ESE FROM THE WINDSOCK, 1.36 M (4.46 FT) NNE
 BS1650'FROM A FIBERGLASS WITNESS POST AND 1.36 M (4.46 FT) SW FROM A
 BS1650'FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BS1650'STAMPED --APPLING 1985--, IMBEDDED IN A MASS OF CONCRETE 0.9 M (3.0
 BS1650'FT) BELOW THE SURFACE.
 BS1650
 BS1650                          STATION RECOVERY (1986)
 BS1650
 BS1650'RECOVERED 1986
 BS1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1651 ***********************************************************************
 BS1651  DESIGNATION -  APPLING AZ MK
 BS1651  PID         -  BS1651
 BS1651  STATE/COUNTY-  GA/APPLING
 BS1651  USGS QUAD   -  ALMA NW (1971)
 BS1651
 BS1651                         *CURRENT SURVEY CONTROL
 BS1651  ___________________________________________________________________
 BS1651* NAD 83(1994)-  31 42 54.35838(N)    082 23 12.10854(W)     ADJUSTED  
 BS1651* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 BS1651  ___________________________________________________________________
 BS1651  X           -     719,502.482 (meters)                     COMP
 BS1651  Y           -  -5,382,886.249 (meters)                     COMP
 BS1651  Z           -   3,333,616.070 (meters)                     COMP
 BS1651  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 BS1651  ELLIP HEIGHT-          32.01  (meters)          (09/03/97) GPS OBS
 BS1651  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BS1651
 BS1651  HORZ ORDER  -  FIRST
 BS1651  ELLP ORDER  -  FOURTH    CLASS II
 BS1651
 BS1651.The horizontal coordinates were established by GPS observations
 BS1651.and adjusted by the National Geodetic Survey in September 1997..
 BS1651
 BS1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1651
 BS1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1651
 BS1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1651
 BS1651.The ellipsoidal height was determined by GPS observations
 BS1651.and is referenced to NAD 83.
 BS1651
 BS1651.The geoid height was determined by GEOID03.
 BS1651
 BS1651;                    North         East     Units Scale Factor Converg.
 BS1651;SPC GA E     -   190,150.078   179,146.690   MT  0.99990536   -0 06 56.4
 BS1651;SPC GA E     -   623,850.71    587,750.43   sFT  0.99990536   -0 06 56.4
 BS1651;UTM  17      - 3,509,693.283   368,609.902   MT  0.99981291   -0 43 44.7
 BS1651
 BS1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1651!SPC GA E     -   0.99999497  x   0.99990536  =   0.99990033
 BS1651!UTM  17      -   0.99999497  x   0.99981291  =   0.99980788
 BS1651
 BS1651:                Primary Azimuth Mark                     Grid Az
 BS1651:SPC GA E     -  APPLING                                  264 20 51.2
 BS1651:UTM  17      -  APPLING                                  264 57 39.5
 BS1651
 BS1651|---------------------------------------------------------------------|
 BS1651| PID    Reference Object                     Distance      Geod. Az  |
 BS1651|                                                           dddmmss.s |
 BS1651| BS1650 APPLING                             APPROX. 0.6 KM 2641354.8 |
 BS1651|---------------------------------------------------------------------|
 BS1651
 BS1651                          SUPERSEDED SURVEY CONTROL
 BS1651
 BS1651  NAD 83(1986)-  31 42 54.36641(N)    082 23 12.10873(W) AD(       ) 1
 BS1651  NGVD 29 (12/08/88)   60.7    (m)          199.     (f) GPS OBS        
 BS1651
 BS1651.Superseded values are not recommended for survey control.
 BS1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1651.See file dsdata.txt to determine how the superseded data were derived.
 BS1651
 BS1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6861009693(NAD 83)
 BS1651_MARKER: DZ = AZIMUTH MARK DISK
 BS1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1651_STAMPING: APPLING 1985
 BS1651_MARK LOGO: NGS   
 BS1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1651+STABILITY: SURFACE MOTION
 BS1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1651+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BS1651
 BS1651  HISTORY     - Date     Condition        Report By
 BS1651  HISTORY     - 1985     MONUMENTED       NGS
 BS1651  HISTORY     - 1987     GOOD             NGS
 BS1651  HISTORY     - 19871001 GOOD             NGS
 BS1651
 BS1651                          STATION DESCRIPTION
 BS1651
 BS1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BS1651'THE STATION IS LOCATED 9.6 KM (5.95 MI) SOUTH OF BAXLEY AT THE BAXLEY
 BS1651'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BAXLEY.  TO REACH THE STATION
 BS1651'FROM THE JUNCTION OF U.S.  HIGHWAYS 1 AND 341 IN BAXLEY, GO SOUTH ON
 BS1651'U.S.  HIGHWAY 1 FOR 8.1 KM (5.05 MI) TO THE COUNTY AIRPORT ROAD ON THE
 BS1651'RIGHT.  TURN RIGHT FOR 0.48 KM (0.30 MI) TO THE OFFICE BUILDING
 BS1651'STAYING TO THE LEFT OF IT.  BEAR RIGHT, NORTHWEST, FOR 0.14 KM (0.10
 BS1651'MI) ACROSS AN APRON TO THE RUNWAY.  GO EAST ON THE SOUTH SIDE OF THE
 BS1651'RUNWAY FOR 0.721 KM (0.45 MI) TO THE TURNAROUND APRON AND THE STATION
 BS1651'ON THE RIGHT, TO THE WEST.  THE STATION IS A STANDARD NGS AZIMUTH DISK
 BS1651'STAMPED --APPLING 1985-- SET INTO THE TOP OF A ROUND CONCRETE
 BS1651'MONUMENT, 30 CM IN DIAMETER FLUSH WITH THE GROUND.  THE MARK IS
 BS1651'LOCATED 12.2 M (40.0 FT) SSE FROM THE SOUTH END OF THE CENTER OF A
 BS1651'CONCRETE PIPE CULVERT, 22.7 M (74.5 FT) WSW FROM THE WEST EDGE OF THE
 BS1651'WEST TURNAROUND APRON AND 1.50 M (4.92 FT) WSW FROM A FIBERGLASS
 BS1651'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 BS1651'--APPLING 1985-- IMBEDDED IN A MASS OF CONCRETE 0.9 M (3.0 FT) BELOW
 BS1651'THE SURFACE.
 BS1651
 BS1651                          STATION RECOVERY (1987)
 BS1651
 BS1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BS1651'THE STATION WAS RECOVERED AT THIS DATE.
 BS1651'AS DESCRIBED IN 1985.
 BS1651'
 BS1651'TYPED BY R.L. ZURFLUH.
 BS1651
 BS1651                          STATION RECOVERY (1987)
 BS1651
 BS1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GRH)
 BS1651'MARK RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT THE BAXLEY
 BS1651'MUNICIPAL AIRPORT, NEAR THE EAST END OF THE SINGLE RUNWAY.
 BS1651'OWNERSHIP--CITY OF BAXLEY, C/O AIRPORT MANAGER ED MEADOWS, CITY HALL,
 BS1651'BAXLEY, GA 31513.  PHONE (912) 367-7474.  TO REACH FROM THE JUNCTION
 BS1651'OF U.S.  HIGHWAYS 1 AND 341, AND STATE HIGHWAY 15 IN BAXLEY, GO SOUTH
 BS1651'ON HIGHWAYS 1 AND 15 FOR 6.75 KM (4.20 MI) TO THE NATIONAL GUARD
 BS1651'ARMORY ON THE LEFT.  CONTINUE AHEAD FOR 0.31 KM (0.20 MI) TO THE
 BS1651'AIRPORT ENTRANCE ROAD ON THE RIGHT.  BEAR RIGHT, WEST, FOR 0.59 KM
 BS1651'(0.35 MI) TO THE GATE AT THE AIRPORT BUILDING.  PASS THROUGH GATE,
 BS1651'THEN TURN RIGHT ON APRON FOR 0.10 KM (0.05 MI) TO THE RUNWAY.  TURN
 BS1651'RIGHT, EAST, ALONG RUNWAY FOR 0.44 KM (0.25 MI) TO THE TURNAROUND ON
 BS1651'THE RIGHT AND STATION ON THE RIGHT.  STATION MARKS ARE STANDARD NGS
 BS1651'AZIMUTH DISKS STAMPED --APPLING 1985--.  THE SURFACE DISK IS SET IN
 BS1651'THE TOP OF A 25 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BS1651'41.1 M (134.8 FT) SSE OF THE RUNWAY CENTER, 22.6 M (74.1 FT) WEST OF
 BS1651'EDGE OF TURNAROUND, 12.6 M (41.3 FT) SSE OF WEST END OF 4-METER LONG
 BS1651'CULVERT HEADWALL, 12.4 METERS (40.7 FT) SOUTH OF THE EAST END OF THE
 BS1651'HEADWALL AND 1.4 METERS (4.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 BS1651'THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 BS1651'ABOUT 1.2 METERS (3.9 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1320 ***********************************************************************
 DF1320  DESIGNATION -  APT BCN AUGUSTA DANIEL FIELD
 DF1320  PID         -  DF1320
 DF1320  STATE/COUNTY-  GA/RICHMOND
 DF1320  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1320
 DF1320                         *CURRENT SURVEY CONTROL
 DF1320  ___________________________________________________________________
 DF1320* NAD 83(1994)-  33 27 54.64589(N)    082 02 07.71119(W)     ADJUSTED  
 DF1320* NAVD 88     -                                                        
 DF1320  ___________________________________________________________________
 DF1320  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DF1320  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF1320
 DF1320  HORZ ORDER  -  THIRD
 DF1320
 DF1320.This mark is at Daniel Field Airport (DNL)
 DF1320
 DF1320.The horizontal coordinates were established by classical geodetic methods
 DF1320.and adjusted by the National Geodetic Survey in September 1997..
 DF1320
 DF1320
 DF1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1320
 DF1320.The geoid height was determined by GEOID03.
 DF1320
 DF1320;                    North         East     Units Scale Factor Converg.
 DF1320;SPC GA E     -   384,196.321   212,194.296   MT  0.99990183   +0 04 20.4
 DF1320;SPC GA E     - 1,260,484.10    696,174.12   sFT  0.99990183   +0 04 20.4
 DF1320;UTM  17      - 3,703,338.193   403,778.926   MT  0.99971414   -0 34 15.7
 DF1320
 DF1320                          SUPERSEDED SURVEY CONTROL
 DF1320
 DF1320  NAD 83(1986)-  33 27 54.65054(N)    082 02 07.70645(W) AD(       ) 4
 DF1320  NAD 27      -  33 27 54.15971(N)    082 02 08.28424(W) AD(       ) 3
 DF1320
 DF1320.Superseded values are not recommended for survey control.
 DF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1320.See file dsdata.txt to determine how the superseded data were derived.
 DF1320
 DF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0377903338(NAD 83)
 DF1320_MARKER: 21 = AIRPORT BEACON
 DF1320
 DF1320  HISTORY     - Date     Condition        Report By
 DF1320  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1320  HISTORY     - 19910622 GOOD             USPSQD
 DF1320
 DF1320                          STATION DESCRIPTION
 DF1320
 DF1320'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1320'THE STATION, AIRPORT BEACON AUGUSTA DANIEL FIELD, IS THE CENTER OF
 DF1320'THE ROTATING BEACON LIGHT
 DF1320'ON TOP OF A PLATFORM ON TOP OF THE SOUTHWEST END OF A
 DF1320'HANGER BUILDING.  IT IS WHITE IN COLOR, AND ABOUT 25 METERS
 DF1320'(70 FT) ABOVE THE SURFACE OF THE GROUND.
 DF1320'
 DF1320'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) WEST OF
 DF1320'DOWNTOWN AUGUSTA ON DANIEL FIELD.
 DF1320'
 DF1320'TO REACH THE STATION FROM THE JUNCTION OF WRIGHTSBORO ROAD WITH
 DF1320'INTERSTATE 520 GO EAST ALONG WRIGHTSBORO ROAD FOR
 DF1320'4,7 KM (2.95 MI) TO THE JUNCTION OF HIGHLAND AVENUE
 DF1320'CROSSING AND THE STATION ON THE LEFT.
 DF1320
 DF1320                          STATION RECOVERY (1991)
 DF1320
 DF1320'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DF1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1882 ***********************************************************************
 EE1882  DESIGNATION -  APT BCN GILMER COUNTY APT
 EE1882  PID         -  EE1882
 EE1882  STATE/COUNTY-  GA/GILMER
 EE1882  USGS QUAD   -  WEBB (1985)
 EE1882
 EE1882                         *CURRENT SURVEY CONTROL
 EE1882  ___________________________________________________________________
 EE1882* NAD 83(1994)-  34 37 48.28478(N)    084 31 37.64777(W)     ADJUSTED  
 EE1882* NAVD 88     -                                                        
 EE1882  ___________________________________________________________________
 EE1882  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 EE1882  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE1882
 EE1882  HORZ ORDER  -  THIRD
 EE1882
 EE1882.This mark is at Gilmer County Airport (49A)
 EE1882
 EE1882.The horizontal coordinates were established by classical geodetic methods
 EE1882.and adjusted by the National Geodetic Survey in September 1997..
 EE1882.No horizontal observational check was made to the station.
 EE1882
 EE1882
 EE1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1882
 EE1882.The geoid height was determined by GEOID03.
 EE1882
 EE1882;                    North         East     Units Scale Factor Converg.
 EE1882;SPC GA W     -   513,449.253   666,950.302   MT  0.99991346   -0 12 17.4
 EE1882;SPC GA W     - 1,684,541.42  2,188,152.78   sFT  0.99991346   -0 12 17.4
 EE1882;UTM  16      - 3,834,802.496   726,689.937   MT  1.00023344   +1 24 21.1
 EE1882
 EE1882                          SUPERSEDED SURVEY CONTROL
 EE1882
 EE1882  NAD 83(1994)-  34 37 48.28996(N)    084 31 37.65181(W) AD(       ) 4
 EE1882  NAD 83(1986)-  34 37 48.28975(N)    084 31 37.65194(W) AD(       ) 4
 EE1882  NAD 27      -  34 37 47.97851(N)    084 31 37.90537(W) AD(       ) 3
 EE1882
 EE1882.Superseded values are not recommended for survey control.
 EE1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1882.See file dsdata.txt to determine how the superseded data were derived.
 EE1882
 EE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2669034802(NAD 83)
 EE1882_MARKER: 21 = AIRPORT BEACON
 EE1882
 EE1882  HISTORY     - Date     Condition        Report By
 EE1882  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1882
 EE1882                          STATION DESCRIPTION
 EE1882
 EE1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1882'THE GILMER COUNTY AIRPORT BEACON IS LOCATED ABOUT 5 MILES
 EE1882'SOUTH-SOUTHWEST OF ELLIJAY AND 0.5 MILE WEST OF STATE ROUTE 5 AT
 EE1882'THE GILMER COUNTY AIRPORT.
 EE1882'
 EE1882'TO REACH FROM THE JUNCTION OF STATE ROUTES 5 AND 282 AT THE
 EE1882'SOUTH EDGE OF ELLIJAY, GO SOUTH ON ROUTE 5 FOR 3.3 MILES TO A
 EE1882'SIDE ROAD ON THE RIGHT AT SIGN, GILMER COUNTY AIRPORT.  TURN RIGHT
 EE1882'AND GO WEST-SOUTHWEST ON A PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD
 EE1882'ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.5
 EE1882'MILE TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT AND
 EE1882'GO SOUTH FOR 0.2 MILE TO A PARKING AREA AND THE BEACON ON THE
 EE1882'RIGHT, JUST NORTH OF A HANGAR.
 EE1882'
 EE1882'THE STATION IS THE REVOLVING GREEN AND WHITE LIGHT WHICH IS AT THE
 EE1882'TOP OF A 4-LEGGED STRUCTUAL STEEL TOWER WHICH IS PAINTED IN
 EE1882'ALTERNATING BANDS OF RED AND WHITE.  THE OVERALL HEIGHT BEING
 EE1882'52 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1618 ***********************************************************************
 BS1618  DESIGNATION -  ARABIA
 BS1618  PID         -  BS1618
 BS1618  STATE/COUNTY-  GA/CLINCH
 BS1618  USGS QUAD   -  HENDERSON STILL (1987)
 BS1618
 BS1618                         *CURRENT SURVEY CONTROL
 BS1618  ___________________________________________________________________
 BS1618* NAD 83(1994)-  31 07 47.43649(N)    082 55 32.01628(W)     ADJUSTED  
 BS1618* NAVD 88     -        63.78   (+/-2cm)     209.3    (feet)  VERTCON   
 BS1618  ___________________________________________________________________
 BS1618  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 BS1618  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BS1618
 BS1618  HORZ ORDER  -  FIRST
 BS1618  VERT ORDER  -  THIRD ? (See Below)
 BS1618
 BS1618.The horizontal coordinates were established by classical geodetic methods
 BS1618.and adjusted by the National Geodetic Survey in September 1997..
 BS1618
 BS1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1618.The vertical order pertains to the NGVD 29 superseded value.
 BS1618
 BS1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1618
 BS1618.The geoid height was determined by GEOID03.
 BS1618
 BS1618;                    North         East     Units Scale Factor Converg.
 BS1618;SPC GA E     -   125,492.016   127,627.080   MT  0.99996459   -0 23 32.5
 BS1618;SPC GA E     -   411,718.39    418,723.18   sFT  0.99996459   -0 23 32.5
 BS1618;SPC GA W     -   125,907.026   818,362.565   MT  1.00007275   +0 38 30.1
 BS1618;SPC GA W     -   413,079.97  2,684,911.18   sFT  1.00007275   +0 38 30.1
 BS1618;UTM  17      - 3,445,587.265   316,407.704   MT  1.00001577   -0 59 44.7
 BS1618
 BS1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1618!SPC GA E     -   0.99999432  x   0.99996459  =   0.99995891
 BS1618!SPC GA W     -   0.99999432  x   1.00007275  =   1.00006707
 BS1618!UTM  17      -   0.99999432  x   1.00001577  =   1.00001009
 BS1618
 BS1618|---------------------------------------------------------------------|
 BS1618| PID    Reference Object                     Distance      Geod. Az  |
 BS1618|                                                           dddmmss.s |
 BS1618| CW4566 ARABIA RM 1                          55.056 METERS 01807     |
 BS1618| CW4567 ARABIA RM 2                          33.470 METERS 09742     |
 BS1618| CW4565 ARABIA AZ MK                                       2895808.3 |
 BS1618|---------------------------------------------------------------------|
 BS1618
 BS1618                          SUPERSEDED SURVEY CONTROL
 BS1618
 BS1618  NAD 83(1986)-  31 07 47.44848(N)    082 55 32.02594(W) AD(       ) 1
 BS1618  NAD 27      -  31 07 46.70600(N)    082 55 32.51200(W) AD(       ) 1
 BS1618  NGVD 29 (07/19/86)   64.01   (m)          210.0    (f) LEVELING    3  
 BS1618
 BS1618.Superseded values are not recommended for survey control.
 BS1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1618.See file dsdata.txt to determine how the superseded data were derived.
 BS1618
 BS1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ1640845587(NAD 83)
 BS1618_MARKER: DS = TRIANGULATION STATION DISK
 BS1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1618
 BS1618  HISTORY     - Date     Condition        Report By
 BS1618  HISTORY     - 1935     MONUMENTED       CGS
 BS1618
 BS1618                          STATION DESCRIPTION
 BS1618
 BS1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1618'ABOUT 9 MILES (AIR LINE) EAST-NORTHEAST OF LAKELAND, IN NORTHEAST
 BS1618'ANGLE OF CROSS ROAD, AT SOUTH EDGE OF ARABIA BAY SWAMP, ON PROPERTY
 BS1618'BELONGING TO JUDGE MARCUS DICKERSON, 89.1 FEET NORTHEAST OF
 BS1618'NORTHEAST CORNER OF OLD STORE, 60.4 FEET NORTHWEST OF MOST WESTERLY
 BS1618'OF TWO OAK TREES, 59.7 FEET NORTHEAST OF 24-INCH OAK TREE AND 41.0
 BS1618'FEET NORTHEAST OF CENTER LINE OF NORTHWEST-SOUTHEAST ROAD.  TO REACH
 BS1618'FROM ATLANTIC COAST LINE RAILROAD STATION AT WILLACOOCHEE, GO EAST
 BS1618'ON STATE HIGHWAY 80 FOR 4.6 MILES TO T-ROAD.  TURN RIGHT ACROSS
 BS1618'TRACKS FOR 4.35 MILES TO Y.  BEAR RIGHT FOR 4.5 MILES TO CROSS ROAD.
 BS1618'TURN LEFT FOR 0.45 MILE TO Y.  BEAR RIGHT FOR 2.7 MILES TO Y.  BEAR
 BS1618'LEFT FOR 0.05 MILE TO Y AND BEAR LEFT FOR 6.0 MILES TO STATION ON
 BS1618'NORTH SIDE OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 BS1618'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 BS1618'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS
 BS1618'AT FENCE CORNER, 38 PACES NORTHEAST OF CENTER LINE OF
 BS1618'NORTHWEST-SOUTHEAST ROAD AND 180.63 FEET NORTH-NORTHEAST OF STATION
 BS1618'N 18 DEG 07 MIN E.  NO. 2 IS 24 PACES EAST OF CENTER LINE
 BS1618'OF ROAD, 2 FEET NORTHWEST OF BARNYARD FENCE AND 109.81 FEET
 BS1618'EAST-SOUTHEAST OF STATION S 82 DEG 18 MIN E.  AZIMUTH MARK
 BS1618'IS AT SOUTH SIDE OF ROAD, 6 PACES SOUTH OF CENTER LINE OF ROAD AND
 BS1618'0.4 MILE WEST-NORTHWEST OF STATION N 70 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2164 ***********************************************************************
 EE2164  DESIGNATION -  ARAGON
 EE2164  PID         -  EE2164
 EE2164  STATE/COUNTY-  GA/POLK
 EE2164  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2164
 EE2164                         *CURRENT SURVEY CONTROL
 EE2164  ___________________________________________________________________
 EE2164* NAD 83(1994)-  34 04 36.63762(N)    085 03 51.75642(W)     ADJUSTED  
 EE2164* NAVD 88     -       313.6    (meters)    1029.     (feet)  VERTCON   
 EE2164  ___________________________________________________________________
 EE2164  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EE2164  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2164
 EE2164  HORZ ORDER  -  FIRST
 EE2164
 EE2164.The horizontal coordinates were established by classical geodetic methods
 EE2164.and adjusted by the National Geodetic Survey in September 1997..
 EE2164
 EE2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2164
 EE2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2164
 EE2164.The geoid height was determined by GEOID03.
 EE2164
 EE2164;                    North         East     Units Scale Factor Converg.
 EE2164;SPC GA W     -   452,390.281   617,147.011   MT  0.99998459   -0 30 10.9
 EE2164;SPC GA W     - 1,484,217.11  2,024,756.49   sFT  0.99998459   -0 30 10.9
 EE2164;UTM  16      - 3,772,367.062   678,602.234   MT  0.99999323   +1 05 05.4
 EE2164
 EE2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2164!SPC GA W     -   0.99995534  x   0.99998459  =   0.99993993
 EE2164!UTM  16      -   0.99995534  x   0.99999323  =   0.99994857
 EE2164
 EE2164|---------------------------------------------------------------------|
 EE2164| PID    Reference Object                     Distance      Geod. Az  |
 EE2164|                                                           dddmmss.s |
 EE2164| EE2163 ARAGON POLK COUNTY STANDPIPE         12.466 METERS 02054     |
 EE2164| EE2157 ROCKMART GOODYEAR CO TANK           APPROX. 8.7 KM 1624314.2 |
 EE2164| EE2160 ARAGON MILLS N TANK                 APPROX. 3.4 KM 1663316.8 |
 EE2164| EE2168 ROCKMART RAD STA WPLK MAST          APPROX. 8.2 KM 1751041.7 |
 EE2164| CG5475 ARAGON RM 1                          17.577 METERS 18355     |
 EE2164| CG5477 ARAGON RM 3                                        3111949.2 |
 EE2164| CG5476 ARAGON RM 2                          16.811 METERS 31649     |
 EE2164| CG5478 ARAGON RM 4                           9.015 METERS 35326     |
 EE2164|---------------------------------------------------------------------|
 EE2164
 EE2164                          SUPERSEDED SURVEY CONTROL
 EE2164
 EE2164  NAD 83(1994)-  34 04 36.64119(N)    085 03 51.75793(W) AD(       ) 1
 EE2164  NAD 83(1986)-  34 04 36.64253(N)    085 03 51.75602(W) AD(       ) 1
 EE2164  NAD 27      -  34 04 36.28368(N)    085 03 51.94875(W) AD(       ) 1
 EE2164  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 EE2164
 EE2164.Superseded values are not recommended for survey control.
 EE2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2164.See file dsdata.txt to determine how the superseded data were derived.
 EE2164
 EE2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7860272367(NAD 83)
 EE2164_MARKER: DS = TRIANGULATION STATION DISK
 EE2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2164
 EE2164  HISTORY     - Date     Condition        Report By
 EE2164  HISTORY     - 1972     MONUMENTED       NGS
 EE2164
 EE2164                          STATION DESCRIPTION
 EE2164
 EE2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2164'THE STATION IS LOCATED 14 MILES SOUTHEAST OF ROME, 2-1/2 MILES
 EE2164'NORTH OF ARAGON, 1 MILE SOUTHEAST OF THE POLK-FLOYD-BARTOW
 EE2164'COUNTIES JUNCTION CORNER, AT THE SITE OF THE POLK COUNTY
 EE2164'STANDPIPE.
 EE2164'
 EE2164'TO REACH THE STATION FROM THE ARAGON POST OFFICE, GO NORTHWEST
 EE2164'ON STATE HIGHWAY 101 FOR 1.0 MILE TO A ROAD RIGHT.  BEAR RIGHT
 EE2164'AND GO NORTH ON COUNTY ROUTE 260 FOR 0.35 MILE TO A FORK.  KEEP
 EE2164'RIGHT AND FOLLOW ROUTE 260 FOR 1.35 MILES TO A PAVED ROAD
 EE2164'LEFT.  CONTINUE ON ROUTE 260 FOR 0.2 MILE TO A BARN ON THE LEFT
 EE2164'AND A FIELD ROAD AND GATE ON THE RIGHT.  (TO REACH REFERENCE
 EE2164'MARK 3, CONTINUE NORTH ON PAVED ROAD FOR 0.1 MILE TO THE MARK ON
 EE2164'THE LEFT, NEAR A DRIVEWAY).  TURN RIGHT, PASSING THROUGH THE
 EE2164'GATE AND GO EAST ON THE FIELD ROAD FOR 0.2 MILE TO A LOCKED
 EE2164'GATE.  CONTINUE EAST, THEN SOUTH ON TRACK ROAD FOR
 EE2164'0.15 MILE TO THE STANDPIPE AND STATION AS DESCRIBED.
 EE2164'
 EE2164'STATION MARKS ARE STANDARD DISKS STAMPED ARAGON 1972.  THE
 EE2164'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2164'MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND.  IT IS 57.0 FEET
 EE2164'SOUTHEAST OF A METAL WITNESS POST, 38.2 FEET EAST-NORTHEAST OF
 EE2164'A UTILITY POLE, 21.2 FEET SOUTHWEST OF THE SIDE OF THE STANDPIPE,
 EE2164'AND 15 FEET NORTHWEST OF A 8-INCH TRIANGULAR-BLAZED OAK TREE.
 EE2164'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 EE2164'MASS ABOUT 40 INCHES BELOW GROUND.
 EE2164'
 EE2164'REFERENCE MARK 1, A STANDARD DISK STAMPED ARAGON NO 1 1972, IS
 EE2164'CEMENTED IN A DRILL HOLE IN A 2 X 4 X 2 FOOT HIGH BOULDER.  IT
 EE2164'IS 58.5 FEET SOUTHEAST OF THE UTILITY POLE, 51 FEET SOUTHWEST OF
 EE2164'THE OAK TREE, AND ABOUT 4 FEET LOWER THAN THE STATION.
 EE2164'
 EE2164'REFERENCE MARK 2, A STANDARD DISK STAMPED ARAGON NO 2 1972,
 EE2164'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2164'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 49.5 FEET NORTH OF THE
 EE2164'UTILITY POLE, 43.5 FEET WEST OF THE SIDE OF THE STANDPIPE, 1.9
 EE2164'FEET SOUTH OF THE WITNESS POST, AND 2 FEET LOWER THAN THE
 EE2164'STATION.
 EE2164'
 EE2164'REFERENCE MARK 3, A STANDARD DISK STAMPED ARAGON NO 3 1972, IS
 EE2164'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2164'PROJECTS 1 INCH ABOVE GROUND.  IT IS 43 FEET SOUTH OF THE CENTER
 EE2164'OF A DRIVEWAY, 19 FEET WEST OF THE CENTER OF ROUTE 260, 1.8 FEET
 EE2164'EAST-SOUTHEAST OF A UTILITY POLE, AND 1.7 FEET EAST-NORTHEAST OF
 EE2164'A METAL WITNESS POST.
 EE2164'
 EE2164'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2160 ***********************************************************************
 EE2160  DESIGNATION -  ARAGON MILLS N TANK
 EE2160  PID         -  EE2160
 EE2160  STATE/COUNTY-  GA/POLK
 EE2160  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2160
 EE2160                         *CURRENT SURVEY CONTROL
 EE2160  ___________________________________________________________________
 EE2160* NAD 83(1994)-  34 02 49.41082(N)    085 03 20.96093(W)     ADJUSTED  
 EE2160* NAVD 88     -                                                        
 EE2160  ___________________________________________________________________
 EE2160  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EE2160  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2160
 EE2160  HORZ ORDER  -  THIRD
 EE2160
 EE2160.The horizontal coordinates were established by classical geodetic methods
 EE2160.and adjusted by the National Geodetic Survey in September 1997..
 EE2160
 EE2160
 EE2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2160
 EE2160.The geoid height was determined by GEOID03.
 EE2160
 EE2160;                    North         East     Units Scale Factor Converg.
 EE2160;SPC GA W     -   449,079.682   617,907.826   MT  0.99998305   -0 29 52.2
 EE2160;SPC GA W     - 1,473,355.59  2,027,252.59   sFT  0.99998305   -0 29 52.2
 EE2160;UTM  16      - 3,769,078.769   679,454.467   MT  0.99999699   +1 05 19.6
 EE2160
 EE2160                          SUPERSEDED SURVEY CONTROL
 EE2160
 EE2160  NAD 83(1994)-  34 02 49.41439(N)    085 03 20.96232(W) AD(       ) 4
 EE2160  NAD 83(1986)-  34 02 49.41572(N)    085 03 20.96027(W) AD(       ) 4
 EE2160  NAD 27      -  34 02 49.05270(N)    085 03 21.15393(W) AD(       ) 3
 EE2160
 EE2160.Superseded values are not recommended for survey control.
 EE2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2160.See file dsdata.txt to determine how the superseded data were derived.
 EE2160
 EE2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7945469079(NAD 83)
 EE2160_MARKER: 53 = ELEVATED TANK
 EE2160
 EE2160  HISTORY     - Date     Condition        Report By
 EE2160  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2160
 EE2160                          STATION DESCRIPTION
 EE2160
 EE2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2160'THE STATION IS THE APEX OF VENT AT THE TOP AND CENTER OF THE NORTH
 EE2160'AND HIGHEST ONE OF TWO WATER TANKS.  IT HAS A CYLINDRICAL BODY,
 EE2160'CONICAL TOP AND HEMISPHERICAL BOTTOM.  IT IS SUPPORTED BY FOUR
 EE2160'TRUSS-WORK STEEL LEGS AND IS 115 FEET HIGH.  THE TANK IS PAINTED
 EE2160'SILVER AND IS OWNED BY ARAGON MILLS, INTERGRADED PRODUCTS INC.
 EE2160'
 EE2160'THE TANK IS LOCATED IN THE NORTH EDGE OF ARAGON, 0.45 MILE NORTH
 EE2160'OF THE ARAGON POST OFFICE AND 98 FEET EAST OF THE CENTER OF OAK
 EE2160'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2167 ***********************************************************************
 EE2167  DESIGNATION -  ARAGON MILLS STACK
 EE2167  PID         -  EE2167
 EE2167  STATE/COUNTY-  GA/POLK
 EE2167  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2167
 EE2167                         *CURRENT SURVEY CONTROL
 EE2167  ___________________________________________________________________
 EE2167* NAD 83(1994)-  34 02 56.20073(N)    085 03 20.20035(W)     ADJUSTED  
 EE2167* NAVD 88     -                                                        
 EE2167  ___________________________________________________________________
 EE2167  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EE2167  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2167
 EE2167  HORZ ORDER  -  THIRD
 EE2167
 EE2167.The horizontal coordinates were established by classical geodetic methods
 EE2167.and adjusted by the National Geodetic Survey in September 1997..
 EE2167.No horizontal observational check was made to the station.
 EE2167
 EE2167
 EE2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2167
 EE2167.The geoid height was determined by GEOID03.
 EE2167
 EE2167;                    North         East     Units Scale Factor Converg.
 EE2167;SPC GA W     -   449,288.712   617,929.150   MT  0.99998300   -0 29 51.9
 EE2167;SPC GA W     - 1,474,041.38  2,027,322.55   sFT  0.99998300   -0 29 51.9
 EE2167;UTM  16      - 3,769,288.312   679,469.995   MT  0.99999706   +1 05 20.2
 EE2167
 EE2167                          SUPERSEDED SURVEY CONTROL
 EE2167
 EE2167  NAD 83(1994)-  34 02 56.20413(N)    085 03 20.20167(W) AD(       ) 4
 EE2167  NAD 83(1986)-  34 02 56.20563(N)    085 03 20.19965(W) AD(       ) 4
 EE2167  NAD 27      -  34 02 55.84136(N)    085 03 20.39267(W) AD(       ) 3
 EE2167
 EE2167.Superseded values are not recommended for survey control.
 EE2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2167.See file dsdata.txt to determine how the superseded data were derived.
 EE2167
 EE2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7947069288(NAD 83)
 EE2167_MARKER: 63 = STACK
 EE2167
 EE2167  HISTORY     - Date     Condition        Report By
 EE2167  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2167
 EE2167                          STATION DESCRIPTION
 EE2167
 EE2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2167'THE STATION IS THE TOP AND CENTER OF A CYLINDRICAL SHAPED, RED
 EE2167'BRICK, STACK WITH ARAGON INLAYED IN WHITE ON THE SOUTH SIDE.  IT
 EE2167'IS 138 FEET HIGH AND 16 FEET IN DIAMETER AT THE BASE.  THE STACK
 EE2167'IS OWNED BY ARAGON MILLS, INTERGRADED PRODUCTS INC.
 EE2167'
 EE2167'THE STACK IS LOCATED IN THE NORTH EDGE OF ARAGON, 0.55 MILE
 EE2167'NORTH OF THE ARAGON POST OFFICE AND 0.1 MILE NORTH OF THE NORTH
 EE2167'END OF OAK STREET, NEAR THE CENTER OF THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2163 ***********************************************************************
 EE2163  DESIGNATION -  ARAGON POLK COUNTY STANDPIPE
 EE2163  PID         -  EE2163
 EE2163  STATE/COUNTY-  GA/POLK
 EE2163  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2163
 EE2163                         *CURRENT SURVEY CONTROL
 EE2163  ___________________________________________________________________
 EE2163* NAD 83(1994)-  34 04 37.01559(N)    085 03 51.58300(W)     ADJUSTED  
 EE2163* NAVD 88     -                                                        
 EE2163  ___________________________________________________________________
 EE2163  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EE2163  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2163
 EE2163  HORZ ORDER  -  THIRD
 EE2163
 EE2163.The horizontal coordinates were established by classical geodetic methods
 EE2163.and adjusted by the National Geodetic Survey in September 1997..
 EE2163.No horizontal observational check was made to the station.
 EE2163
 EE2163
 EE2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2163
 EE2163.The geoid height was determined by GEOID03.
 EE2163
 EE2163;                    North         East     Units Scale Factor Converg.
 EE2163;SPC GA W     -   452,401.887   617,151.560   MT  0.99998458   -0 30 10.8
 EE2163;SPC GA W     - 1,484,255.19  2,024,771.41   sFT  0.99998458   -0 30 10.8
 EE2163;UTM  16      - 3,772,378.790   678,606.459   MT  0.99999325   +1 05 05.5
 EE2163
 EE2163                          SUPERSEDED SURVEY CONTROL
 EE2163
 EE2163  NAD 83(1994)-  34 04 37.01916(N)    085 03 51.58451(W) AD(       ) 4
 EE2163  NAD 83(1986)-  34 04 37.02050(N)    085 03 51.58261(W) AD(       ) 4
 EE2163  NAD 27      -  34 04 36.66166(N)    085 03 51.77534(W) AD(       ) 3
 EE2163
 EE2163.Superseded values are not recommended for survey control.
 EE2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2163.See file dsdata.txt to determine how the superseded data were derived.
 EE2163
 EE2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7860672379(NAD 83)
 EE2163_MARKER: 52 = STANDPIPE TANK
 EE2163
 EE2163  HISTORY     - Date     Condition        Report By
 EE2163  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2163
 EE2163                          STATION DESCRIPTION
 EE2163
 EE2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2163'THE POLK COUNTY STANDPIPE IS LOCATED 14 MILES SOUTHEAST OF ROME,
 EE2163'2-1/2 MILES NORTH OF ARAGON, 1 MILE SOUTHEAST OF THE
 EE2163'POLK-FLOYD-BARTOW COUNTIES JUNCTION CORNER, ON A LOW WOODED
 EE2163'KNOLL, ON COUNTY PROPERTY, AT THE SITE OF TRIANGULATION STATION
 EE2163'ARAGON.
 EE2163'
 EE2163'TO REACH THE STATION FROM THE ARAGON POST OFFICE, GO NORTHWEST
 EE2163'ON STATE HIGHWAY 101 FOR 1.0 MILE TO A ROAD RIGHT.  BEAR RIGHT
 EE2163'AND GO NORTH ON COUNTY ROUTE 260 FOR 1.9 MILES TO A BARN ON THE
 EE2163'LEFT AND A FIELD ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH
 EE2163'ON THE FIELD, THEN WOODS ROAD FOR 0.35 MILE TO THE STATION AS
 EE2163'DESCRIBED.
 EE2163'
 EE2163'THE STANDPIPE IS ABOUT 40 FEET HIGH, PAINTED PALE GREEN, AND
 EE2163'HAS A CAP AT THE APEX.
 EE2163'
 EE2163'THE POINT INTERSECTED WAS THE TOP CENTER.
 EE2163'
 EE2163'THE STANDPIPE IS NORTHEAST OF STATION ARAGON, THE DISTANCE BEING
 EE2163'40.86 FEET, (12.454 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1709 ***********************************************************************
 ED1709  DESIGNATION -  ARCADE
 ED1709  PID         -  ED1709
 ED1709  STATE/COUNTY-  GA/JACKSON
 ED1709  USGS QUAD   -  JEFFERSON (1964)
 ED1709
 ED1709                         *CURRENT SURVEY CONTROL
 ED1709  ___________________________________________________________________
 ED1709* NAD 83(1994)-  34 04 33.35002(N)    083 33 48.69871(W)     ADJUSTED  
 ED1709* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 ED1709  ___________________________________________________________________
 ED1709  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 ED1709  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 ED1709
 ED1709  HORZ ORDER  -  FIRST
 ED1709
 ED1709.The horizontal coordinates were established by classical geodetic methods
 ED1709.and adjusted by the National Geodetic Survey in September 1997..
 ED1709
 ED1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1709
 ED1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1709
 ED1709.The geoid height was determined by GEOID03.
 ED1709
 ED1709;                    North         East     Units Scale Factor Converg.
 ED1709;SPC GA W     -   452,089.463   755,666.082   MT  0.99993819   +0 20 16.6
 ED1709;SPC GA W     - 1,483,230.18  2,479,214.47   sFT  0.99993819   +0 20 16.6
 ED1709;UTM  17      - 3,773,541.288   263,445.041   MT  1.00028986   -1 26 13.2
 ED1709
 ED1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1709!SPC GA W     -   0.99996193  x   0.99993819  =   0.99990013
 ED1709!UTM  17      -   0.99996193  x   1.00028986  =   1.00025178
 ED1709
 ED1709:                Primary Azimuth Mark                     Grid Az
 ED1709:SPC GA W     -  ARCADE AZ MK                             116 58 02.9
 ED1709:UTM  17      -  ARCADE AZ MK                             118 44 32.7
 ED1709
 ED1709|---------------------------------------------------------------------|
 ED1709| PID    Reference Object                     Distance      Geod. Az  |
 ED1709|                                                           dddmmss.s |
 ED1709| CZ4249 ARCADE AZ MK                                       1171819.5 |
 ED1709| CZ4250 ARCADE RM 1                          19.515 METERS 18453     |
 ED1709| CZ4251 ARCADE RM 2                          22.034 METERS 34042     |
 ED1709|---------------------------------------------------------------------|
 ED1709
 ED1709                          SUPERSEDED SURVEY CONTROL
 ED1709
 ED1709  NAD 83(1986)-  34 04 33.35693(N)    083 33 48.69839(W) AD(       ) 1
 ED1709  NAD 27      -  34 04 32.95889(N)    083 33 49.11130(W) AD(       ) 1
 ED1709  NGVD 29 (07/19/86)  272.0    (m)          892.     (f) VERT ANG       
 ED1709
 ED1709.Superseded values are not recommended for survey control.
 ED1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1709.See file dsdata.txt to determine how the superseded data were derived.
 ED1709
 ED1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6344573541(NAD 83)
 ED1709_MARKER: DS = TRIANGULATION STATION DISK
 ED1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1709
 ED1709  HISTORY     - Date     Condition        Report By
 ED1709  HISTORY     - 1975     MONUMENTED       NGS
 ED1709
 ED1709                          STATION DESCRIPTION
 ED1709
 ED1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1709'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE YARD OF
 ED1709'THE ARCADE PRESBYTERIAN CHURCH IN THE SMALL VILLAGE OF ARCADE.
 ED1709'
 ED1709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 129 AND STATE ROUTE
 ED1709'82 IN ARCADE, GO SOUTHWEST ON ROUTE 82 FOR 0.15 MILE TO A DRIVEWAY
 ED1709'ON THE LEFT AT THE ARCADE PRESBYTERIAN CHURCH AND THE STATION AS
 ED1709'DESCRIBED.  (TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST FOR
 ED1709'0.1 MILE TO A ROAD LEFT, TURN LEFT AND GO EAST ON PAVED ROAD FOR
 ED1709'0.35 MILE TO A ROAD RIGHT AND THE MARK ABOUT 75 FEET SOUTHWEST.)
 ED1709'
 ED1709'THE STATION MARKS ARE STANDARD DISKS STAMPED ARCADE 1975.  THE
 ED1709'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1709'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET NORTHEAST
 ED1709'OF THE NORTHEAST CORNER OF THE CHURCH, 23.5 FEET WEST-SOUTHWEST
 ED1709'OF A FENCE CORNER, 20.3 FEET NORTHWEST OF A METAL WITNESS POST
 ED1709'AND 18.5 FEET NORTHEAST OF A UTILITY POLE.  THE UNDERGROUND DISK
 ED1709'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 ED1709'INCHES BELOW THE GROUND SURFACE.
 ED1709'
 ED1709'REFERENCE MARK 1, A STANDARD DISK STAMPED ARCADE NO 1 1975, IS
 ED1709'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 ED1709'WITH THE GROUND SURFACE.  IT IS 61.5 FEET SOUTHEAST OF THE
 ED1709'NORTHEAST CORNER OF THE CHURCH, 56.6 FEET SOUTH-SOUTHWEST OF THE
 ED1709'WITNESS POST, 48 FEET SOUTH OF THE UTILITY POLE AND 1 FOOT
 ED1709'NORTHWEST OF THE FENCE.
 ED1709'
 ED1709'REFERENCE MARK 2, A STANDARD DISK STAMPED ARCADE NO 2 1975, IS
 ED1709'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 ED1709'WITH THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF THE ROAD
 ED1709'CENTER, 54 FEET SOUTHEAST OF A FENCE CORNER, 21 FEET NORTHEAST
 ED1709'OF THE DRIVEWAY CENTER AND 1 FOOT SOUTHWEST OF THE FENCE.
 ED1709'
 ED1709'THE AZIMUTH MARK, A STANDARD DISK STAMPED ARCADE AZ 1975, IS
 ED1709'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1709'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 62.5 FEET
 ED1709'SOUTH-SOUTHWEST OF A FENCE CORNER, 18 FEET WEST-NORTHWEST OF THE
 ED1709'ROAD CENTER, 2.8 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET
 ED1709'EAST-SOUTHEAST OF THE FENCE.
 ED1709'
 ED1709'NOTE--THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK.
 ED1709'
 ED1709'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1707 ***********************************************************************
 ED1707  DESIGNATION -  ARCADE COUNTY LOT
 ED1707  PID         -  ED1707
 ED1707  STATE/COUNTY-  GA/JACKSON
 ED1707  USGS QUAD   -  JEFFERSON (1964)
 ED1707
 ED1707                         *CURRENT SURVEY CONTROL
 ED1707  ___________________________________________________________________
 ED1707* NAD 83(1994)-  34 04 30.35206(N)    083 33 18.14358(W)     ADJUSTED  
 ED1707* NAVD 88     -                                                        
 ED1707  ___________________________________________________________________
 ED1707  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 ED1707  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ED1707
 ED1707  HORZ ORDER  -  THIRD
 ED1707
 ED1707.The horizontal coordinates were established by classical geodetic methods
 ED1707.and adjusted by the National Geodetic Survey in September 1997..
 ED1707
 ED1707
 ED1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1707
 ED1707.The geoid height was determined by GEOID03.
 ED1707
 ED1707;                    North         East     Units Scale Factor Converg.
 ED1707;SPC GA W     -   452,001.749   756,449.993   MT  0.99993927   +0 20 33.7
 ED1707;SPC GA W     - 1,482,942.40  2,481,786.35   sFT  0.99993927   +0 20 33.7
 ED1707;UTM  17      - 3,773,429.298   264,226.132   MT  1.00028531   -1 25 55.9
 ED1707
 ED1707                          SUPERSEDED SURVEY CONTROL
 ED1707
 ED1707  NAD 83(1986)-  34 04 30.35906(N)    083 33 18.14317(W) AD(       ) 4
 ED1707  NAD 27      -  34 04 29.96073(N)    083 33 18.55681(W) AD(       ) 3
 ED1707
 ED1707.Superseded values are not recommended for survey control.
 ED1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1707.See file dsdata.txt to determine how the superseded data were derived.
 ED1707
 ED1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6422673429(NAD 83)
 ED1707_MARKER: 57 = LOOKOUT TOWER
 ED1707
 ED1707  HISTORY     - Date     Condition        Report By
 ED1707  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1707
 ED1707                          STATION DESCRIPTION
 ED1707
 ED1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1707'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE ARCADE
 ED1707'JACKSON COUNTY GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT
 ED1707'IS A STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED, SKELETON
 ED1707'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 110 FEET HIGH.
 ED1707'
 ED1707'LOCATED AIRLINE ABOUT 1/2 MILE SOUTHEAST OF ARCADE, 0.15 MILE
 ED1707'NORTHEAST OF U.S. HIGHWAY 129, AND 0.1 MILE NORTHEAST OF ARCADE
 ED1707'CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0086 ***********************************************************************
 CL0086  DESIGNATION -  ARCHER=K 41
 CL0086  PID         -  CL0086
 CL0086  STATE/COUNTY-  GA/EMANUEL
 CL0086  USGS QUAD   -  NUNEZ (1985)
 CL0086
 CL0086                         *CURRENT SURVEY CONTROL
 CL0086  ___________________________________________________________________
 CL0086* NAD 83(1994)-  32 28 52.34599(N)    082 19 23.03889(W)     ADJUSTED  
 CL0086* NAVD 88     -        75.670  (meters)     248.26   (feet)  ADJUSTED  
 CL0086  ___________________________________________________________________
 CL0086  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 CL0086  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CL0086  DYNAMIC HT  -          75.583 (meters)     247.98  (feet)  COMP
 CL0086  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 CL0086
 CL0086  HORZ ORDER  -  FIRST
 CL0086  VERT ORDER  -  FIRST     CLASS II
 CL0086
 CL0086.The horizontal coordinates were established by classical geodetic methods
 CL0086.and adjusted by the National Geodetic Survey in September 1997..
 CL0086
 CL0086.The orthometric height was determined by differential leveling
 CL0086.and adjusted by the National Geodetic Survey in June 1991..
 CL0086
 CL0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0086
 CL0086.The geoid height was determined by GEOID03.
 CL0086
 CL0086.The dynamic height is computed by dividing the NAVD 88
 CL0086.geopotential number by the normal gravity value computed on the
 CL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0086.degrees latitude (g = 980.6199 gals.).
 CL0086
 CL0086.The modeled gravity was interpolated from observed gravity values.
 CL0086
 CL0086;                    North         East     Units Scale Factor Converg.
 CL0086;SPC GA E     -   275,083.865   185,300.470   MT  0.99990266   -0 05 02.4
 CL0086;SPC GA E     -   902,504.31    607,939.96   sFT  0.99990266   -0 05 02.4
 CL0086;UTM  17      - 3,594,546.824   375,681.692   MT  0.99979058   -0 42 38.2
 CL0086
 CL0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0086!SPC GA E     -   0.99999270  x   0.99990266  =   0.99989536
 CL0086!UTM  17      -   0.99999270  x   0.99979058  =   0.99978328
 CL0086
 CL0086|---------------------------------------------------------------------|
 CL0086| PID    Reference Object                     Distance      Geod. Az  |
 CL0086|                                                           dddmmss.s |
 CL0086| CL0087 BIDDY=M 41                          347.001 METERS 11627     |
 CL0086| CL0083 CARR RESET                          APPROX. 1.5 KM 2894033.8 |
 CL0086| CY7236 ARCHER RM=L 41                       12.261 METERS 32123     |
 CL0086|---------------------------------------------------------------------|
 CL0086
 CL0086                          SUPERSEDED SURVEY CONTROL
 CL0086
 CL0086  NAD 83(1986)-  32 28 52.35316(N)    082 19 23.03424(W) AD(       ) 1
 CL0086  NAD 27      -  32 28 51.72800(N)    082 19 23.58700(W) AD(       ) 1
 CL0086  NGVD 29 (??/??/92)   75.880  (m)          248.95   (f) ADJ UNCH    1 2
 CL0086
 CL0086.Superseded values are not recommended for survey control.
 CL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0086.See file dsdata.txt to determine how the superseded data were derived.
 CL0086
 CL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7568294547(NAD 83)
 CL0086_MARKER: DS = TRIANGULATION STATION DISK
 CL0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0086_STAMPING: EL 248.862 K 41 ARCHER 1918 FT
 CL0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0086+STABILITY: SURFACE MOTION
 CL0086
 CL0086  HISTORY     - Date     Condition        Report By
 CL0086  HISTORY     - 1918     MONUMENTED       CGS
 CL0086  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL0086  HISTORY     - 1950     GOOD             CGS
 CL0086  HISTORY     - 1962     GOOD             CGS
 CL0086  HISTORY     - 1962     GOOD             NGS
 CL0086
 CL0086                          STATION DESCRIPTION
 CL0086
 CL0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0086'ABOUT 1/2 MILE EAST OF DEPOT AT WESLEY, ON THE NORTH SIDE
 CL0086'OF CENTRAL OF GEORGIA RAILWAY, ON HIGH BANK NEAR CENTER OF
 CL0086'A LONG CUT, 164 FEET EAST OF MILEPOST 31, AND 6.25 METERS
 CL0086'(20.5 FEET) FROM NEAREST RAIL.  REFERENCE MARK = L-41
 CL0086'IS ON SAME SIDE OF TRACK, 55 YARDS WEST OF MILEPOST
 CL0086'31, 38.4 FEET NORTH OF NORTH RAIL AND 4 FEET ABOVE TRACK,
 CL0086'12.261 METERS (40.23 FEET) FROM STATION IN GRID AZIMUTH
 CL0086'141 DEG 28 MIN.  UNABLE TO LOCATE STATION MARK IN 1922 AND
 CL0086'1934.  REFERENCE MARK FOUND IN GOOD CONDITION IN 1934.
 CL0086
 CL0086                          STATION RECOVERY (1950)
 CL0086
 CL0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0086'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CL0086'AND ESSENTIALLY AS DESCRIBED EXCEPT THAT THE RAILROAD HAS
 CL0086'BEEN REMOVED.
 CL0086'
 CL0086'STATION IS ABOUT 1.8 MILES WNW OF LEXSY, 0.5 MILE ESE OF
 CL0086'WESLEY, ABOUT 120 FEET E OF THE W END OF A CUT OF THE REMOVED
 CL0086'CENTRAL OF GEORGIA RAILWAY, 76 FEET N OF THE CENTER LINE OF
 CL0086'THE HIGHWAY, 21 FEET N OF THE CENTER LINE OF THE OLD RAILROAD
 CL0086'ROADBED, AND 3 FEET N OF THE TOP OF THE CUTBANK SLOPE.  SURFACE
 CL0086'MARK IS A BRONZE DISK SET IN CONCRETE, 6 INCHES BELOW THE
 CL0086'GROUND SURFACE, AND IS STAMPED ARCHER K 41 1918 EL. FT.
 CL0086'248.862.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A
 CL0086'BLOCK OF CONCRETE 3 FEET BELOW THE GROUND CONTAINING AT
 CL0086'THE CENTER OF THE UPPER SURFACE AN IRON NAIL WITH THE POINT
 CL0086'PROJECTING ABOVE THE CONCRETE.
 CL0086'
 CL0086'REFERENCE MARK IS 12.270 METERS (40.26 FEET) IN GRID AZIMUTH
 CL0086'141 DEG 28 MIN FROM THE STATION, 85 FEET E OF THE W END
 CL0086'OF THE CUT, AND 40 FEET N OF THE CENTER LINE OF THE OLD ROADBED.
 CL0086'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, PROJECTING 1
 CL0086'INCH, AND IS STAMPED ARCHER L 41 1918 ELE. 245.259.
 CL0086
 CL0086                          STATION RECOVERY (1962)
 CL0086
 CL0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0086'K 41=ARCHER--ABOUT 0.6 MILE EAST ALONG A BLACK TOP ROAD FROM THE
 CL0086'CROSSING OF THE GEORGIA AND FLORIDA RAILROAD AT WESLEY, 0.2
 CL0086'MILE EAST OF A GRADED ROAD INTERSECTION, ON THE TOP OF A
 CL0086'LOW CUT, ALONG THE NORTH SIDE OF AN ABANDONED RAILROAD BED,
 CL0086'WHICH FORMS A SMALL LAKE, 76 FEET NORTH OF THE CENTER LINE OF THE
 CL0086'ROAD, 40.2 FEET SOUTHEAST OF BM L 41 R.M. ARCHER, 0.7 FOOT
 CL0086'SOUTH OF A STEEL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 CL0086'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CL0086'ABOVE THE LEVEL OF THE GROUND.
 CL0086'
 CL0086'L 41=ARCHER R.M.--ABOUT 0.6 MILE EAST ALONG A BLACK TOP ROAD FROM
 CL0086'THE CROSSING OF THE GEORGIA AND FLORIDA RAILROAD AT WESLEY,
 CL0086'0.2 MILE EAST OF A GRADED ROAD INTERSECTION, ALONG AN OLD
 CL0086'ABANDONED RAILROAD BED, 25 YARDS EAST OF THE WEST END OF A
 CL0086'SMALL LAKE, 95 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CL0086'40.2 FEET NORTHWEST OF K 41 ARCHER, ABOUT LEVEL WITH THE ROAD,
 CL0086'5-1/2 FEET BELOW THE LEVEL OF THE ABANDONED RAILROAD AND SET
 CL0086'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CL0086'GROUND.
 CL0086
 CL0086                          STATION RECOVERY (1962)
 CL0086
 CL0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0086'0.6 MI E FROM WESLEY.
 CL0086'ABOUT 0.6 MILE EAST ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 CL0086'OF THE GEORGIA AND FLORIDA RAILROAD AT WELSEY, 0.2 MILE EAST OF A
 CL0086'GRADED ROAD INTERSECTION, ON THE TOP OF A LOW CUT, ALONG THE NORTH
 CL0086'SIDE OF AN ABANDONED RAILROAD BED, 110 YARDS WEST OF A SMALL DAM
 CL0086'ACROSS THE OLD RAILROAD BED WHICH FORMS A SMALL LAKE, 76 FEET NORTH
 CL0086'OF THE CENTER LINE OF THE ROAD, 40.2 FEET SOUTHEAST OF BM L 41 RM
 CL0086'ARCHER, 0.7 FOOT SOUTH OF A STEEL WITNESS POST, 2 FEET ABOVE THE
 CL0086'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0086'1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3579 ***********************************************************************
 AB3579  DESIGNATION -  ARCOLA LOT
 AB3579  PID         -  AB3579
 AB3579  STATE/COUNTY-  GA/BULLOCH
 AB3579  USGS QUAD   -  STILSON (1978)
 AB3579
 AB3579                         *CURRENT SURVEY CONTROL
 AB3579  ___________________________________________________________________
 AB3579* NAD 83(1994)-  32 20 53.44171(N)    081 36 53.54516(W)     ADJUSTED  
 AB3579* NAVD 88     -                                                        
 AB3579  ___________________________________________________________________
 AB3579  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AB3579  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB3579
 AB3579  HORZ ORDER  -  THIRD
 AB3579
 AB3579.The horizontal coordinates were established by classical geodetic methods
 AB3579.and adjusted by the National Geodetic Survey in September 1997..
 AB3579
 AB3579
 AB3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3579
 AB3579.The geoid height was determined by GEOID03.
 AB3579
 AB3579;                    North         East     Units Scale Factor Converg.
 AB3579;SPC GA E     -   260,456.260   251,937.809   MT  0.99993325   +0 17 42.9
 AB3579;SPC GA E     -   854,513.58    826,565.96   sFT  0.99993325   +0 17 42.9
 AB3579;UTM  17      - 3,579,195.804   442,141.963   MT  0.99964128   -0 19 44.4
 AB3579
 AB3579                          SUPERSEDED SURVEY CONTROL
 AB3579
 AB3579  NAD 83(1986)-  32 20 53.43571(N)    081 36 53.54712(W) AD(       ) 4
 AB3579
 AB3579.Superseded values are not recommended for survey control.
 AB3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3579.See file dsdata.txt to determine how the superseded data were derived.
 AB3579
 AB3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4214279196(NAD 83)
 AB3579_MARKER: 57 = LOOKOUT TOWER
 AB3579
 AB3579  HISTORY     - Date     Condition        Report By
 AB3579  HISTORY     - 1981     FIRST OBSERVED   NGS
 AB3579
 AB3579                          STATION DESCRIPTION
 AB3579
 AB3579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (GRH)
 AB3579'THE STATION, ARCOLA LOOKOUT TOWER, IS LOCATED 5.6 KM (3.5 MI)
 AB3579'SOUTHEAST FROM BROOKLET, 1.2 KM (0.75 MI) WEST-SOUTHWEST FROM A DIRT
 AB3579'ROAD.  THE STATION IS THE TOP CENTER OF THE PEAKED ROOF OF THE
 AB3579'STANDARD CONFIGURATION TOWER, WHICH HAS FOUR LEGS, A SMALL CABIN AT
 AB3579'THE TOP, AND UNPAINTED.  IT IS 34 METERS (110 FT) HIGH.
 AB3579'DESCRIBED BY GRH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0072 ***********************************************************************
 CK0072  DESIGNATION -  ARCOLA=R 47
 CK0072  PID         -  CK0072
 CK0072  STATE/COUNTY-  GA/BULLOCH
 CK0072  USGS QUAD   -  STILSON (1978)
 CK0072
 CK0072                         *CURRENT SURVEY CONTROL
 CK0072  ___________________________________________________________________
 CK0072* NAD 83(1994)-  32 20 36.96214(N)    081 36 08.36372(W)     ADJUSTED  
 CK0072* NAVD 88     -        37.922  (meters)     124.42   (feet)  ADJUSTED  
 CK0072  ___________________________________________________________________
 CK0072  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CK0072  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CK0072  DYNAMIC HT  -          37.879 (meters)     124.27  (feet)  COMP
 CK0072  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CK0072
 CK0072  HORZ ORDER  -  FIRST
 CK0072  VERT ORDER  -  FIRST     CLASS II
 CK0072
 CK0072.The horizontal coordinates were established by classical geodetic methods
 CK0072.and adjusted by the National Geodetic Survey in September 1997..
 CK0072
 CK0072.The orthometric height was determined by differential leveling
 CK0072.and adjusted by the National Geodetic Survey in June 1991..
 CK0072
 CK0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0072
 CK0072.The geoid height was determined by GEOID03.
 CK0072
 CK0072.The dynamic height is computed by dividing the NAVD 88
 CK0072.geopotential number by the normal gravity value computed on the
 CK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0072.degrees latitude (g = 980.6199 gals.).
 CK0072
 CK0072.The modeled gravity was interpolated from observed gravity values.
 CK0072
 CK0072;                    North         East     Units Scale Factor Converg.
 CK0072;SPC GA E     -   259,954.827   253,121.813   MT  0.99993479   +0 18 06.9
 CK0072;SPC GA E     -   852,868.46    830,450.48   sFT  0.99993479   +0 18 06.9
 CK0072;UTM  17      - 3,578,681.653   443,320.089   MT  0.99963962   -0 19 20.1
 CK0072
 CK0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0072!SPC GA E     -   0.99999881  x   0.99993479  =   0.99993360
 CK0072!UTM  17      -   0.99999881  x   0.99963962  =   0.99963843
 CK0072
 CK0072:                Primary Azimuth Mark                     Grid Az
 CK0072:SPC GA E     -  POT                                      294 23 50.4
 CK0072:UTM  17      -  POT                                      295 01 17.4
 CK0072
 CK0072|---------------------------------------------------------------------|
 CK0072| PID    Reference Object                     Distance      Geod. Az  |
 CK0072|                                                           dddmmss.s |
 CK0072| CK4078 POT                                 APPROX. 5.0 KM 2944157.3 |
 CK0072| CK4453 ARCOLA RM                            28.670 METERS 34516     |
 CK0072|---------------------------------------------------------------------|
 CK0072
 CK0072                          SUPERSEDED SURVEY CONTROL
 CK0072
 CK0072  NAD 83(1986)-  32 20 36.95239(N)    081 36 08.35975(W) AD(       ) 1
 CK0072  NAD 83(1986)-  32 20 36.98833(N)    081 36 08.33451(W) AD(       ) 1
 CK0072  NAD 27      -  32 20 36.31500(N)    081 36 08.92800(W) AD(       ) 1
 CK0072  NGVD 29 (??/??/92)   38.155  (m)          125.18   (f) ADJ UNCH    1 2
 CK0072
 CK0072.Superseded values are not recommended for survey control.
 CK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0072.See file dsdata.txt to determine how the superseded data were derived.
 CK0072
 CK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4332078682(NAD 83)
 CK0072_MARKER: DS = TRIANGULATION STATION DISK
 CK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0072
 CK0072  HISTORY     - Date     Condition        Report By
 CK0072  HISTORY     - 1918     MONUMENTED       CGS
 CK0072  HISTORY     - 1935     GOOD             CGS
 CK0072  HISTORY     - 1950     MARK NOT FOUND   CGS
 CK0072
 CK0072                          STATION DESCRIPTION
 CK0072
 CK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CK0072'ABOUT 66 FEET SOUTH OF ARCOLA DEPOT, ON EAST SIDE OF MAIN TRACK
 CK0072'OF THE SAVANNAH AND STATESBORO RAILWAY, 59.6 FEET SOUTHEAST
 CK0072'OF TELEGRAPH POLE 539, 30 FEET NORTH OF FENCE, 2.635 METERS
 CK0072'(8.64 FEET) FROM EAST RAIL, AND LEVEL WITH TRACK.
 CK0072'REFERENCE MARK=Q-47 IS ON SAME SIDE OF TRACK AND
 CK0072'28.670 METERS (94.06 FEET) FROM STATION IN GRID AZIMUTH 164
 CK0072'DEG 58 MIN.  UNABLE TO LOCATE REFERENCE MARK IN 1934.
 CK0072
 CK0072                          STATION RECOVERY (1950)
 CK0072
 CK0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0072'NO EVIDENCE OF SURFACE OR SUBSURFACE MARKS OR THE REFERENCE
 CK0072'MARK COULD BE FOUND.  THE LOCATION OF THE REFERENCE MARK (B.M.
 CK0072'Q 47) HAS BEEN DEEPLY PLOWED FOR SEVERAL YEARS.  SEVERAL NEARBY
 CK0072'RESIDENTS REMEMBERED SEEING THE UPROOTED SURFACE MARK A FEW
 CK0072'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1936 ***********************************************************************
 CM1936  DESIGNATION -  ARDON
 CM1936  PID         -  CM1936
 CM1936  STATE/COUNTY-  GA/MUSCOGEE
 CM1936  USGS QUAD   -  COLUMBUS (1983)
 CM1936
 CM1936                         *CURRENT SURVEY CONTROL
 CM1936  ___________________________________________________________________
 CM1936* NAD 83(1994)-  32 24 19.13751(N)    084 54 44.11706(W)     ADJUSTED  
 CM1936* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 CM1936  ___________________________________________________________________
 CM1936  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 CM1936  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CM1936
 CM1936  HORZ ORDER  -  FIRST
 CM1936
 CM1936.The horizontal coordinates were established by classical geodetic methods
 CM1936.and adjusted by the National Geodetic Survey in September 1997..
 CM1936
 CM1936.The orthometric height was scaled from a topographic map.
 CM1936
 CM1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1936
 CM1936.The geoid height was determined by GEOID03.
 CM1936
 CM1936;                    North         East     Units Scale Factor Converg.
 CM1936;SPC GA W     -   266,902.564   629,864.894   MT  0.99996064   -0 23 58.5
 CM1936;SPC GA W     -   875,662.83  2,066,481.74   sFT  0.99996064   -0 23 58.5
 CM1936;UTM  16      - 3,587,280.916   696,344.913   MT  1.00007542   +1 07 09.1
 CM1936
 CM1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1936!SPC GA W     -   0.99999277  x   0.99996064  =   0.99995341
 CM1936!UTM  16      -   0.99999277  x   1.00007542  =   1.00006819
 CM1936
 CM1936:                Primary Azimuth Mark                     Grid Az
 CM1936:SPC GA W     -  ESQUILINE                                304 11 35.5
 CM1936:UTM  16      -  ESQUILINE                                302 40 27.9
 CM1936
 CM1936|---------------------------------------------------------------------|
 CM1936| PID    Reference Object                     Distance      Geod. Az  |
 CM1936|                                                           dddmmss.s |
 CM1936| CM1935 ESQUILINE                           APPROX. 0.9 KM 3034737.0 |
 CM1936| CY8035 ARDON RM                             20.920 METERS 33630     |
 CM1936|---------------------------------------------------------------------|
 CM1936
 CM1936                          SUPERSEDED SURVEY CONTROL
 CM1936
 CM1936  NAD 83(1994)-  32 24 19.14094(N)    084 54 44.11534(W) AD(       ) 1
 CM1936  NAD 83(1986)-  32 24 19.14286(N)    084 54 44.11652(W) AD(       ) 1
 CM1936  NAD 27      -  32 24 18.62100(N)    084 54 44.37100(W) AD(       ) 1
 CM1936
 CM1936.Superseded values are not recommended for survey control.
 CM1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1936.See file dsdata.txt to determine how the superseded data were derived.
 CM1936
 CM1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9634587281(NAD 83)
 CM1936_MARKER: DS = TRIANGULATION STATION DISK
 CM1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1936
 CM1936  HISTORY     - Date     Condition        Report By
 CM1936  HISTORY     - 1917     MONUMENTED       CGS
 CM1936
 CM1936                          STATION DESCRIPTION
 CM1936
 CM1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1936'ABOUT 4-1/2 MILES NORTH ALONG SEABOARD AIR LINE RAILWAY FROM
 CM1936'OCHILLE DEPOT, AT FIRST CURVE 1/2 MILE NORTH OF MILEPOST 7, AT
 CM1936'INTERSECTION OF TANGENTS OF EAST RAIL, 20 METERS (66 FEET) WEST OF
 CM1936'TRACK, AND 6 FEET ABOVE TRACK ON BANK.  SURFACE AND UNDERGROUND
 CM1936'MARKS ARE SET.  REFERENCE MARK, A NAIL OR
 CM1936'BOLT SET IN CONCRETE MOUND, IS 5 METERS (16 FEET) WEST OF TRACK, 8
 CM1936'FEET ABOVE TRACK, ON LINE BETWEEN TWO TELEGRAPH POLES NEAREST THE
 CM1936'STATION, 20.92 METERS (68.6 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0698 ***********************************************************************
 CL0698  DESIGNATION -  ARGO=V 16
 CL0698  PID         -  CL0698
 CL0698  STATE/COUNTY-  GA/BLECKLEY
 CL0698  USGS QUAD   -  EMPIRE (1974)
 CL0698
 CL0698                         *CURRENT SURVEY CONTROL
 CL0698  ___________________________________________________________________
 CL0698* NAD 83(1994)-  32 21 05.39935(N)    083 18 14.90791(W)     ADJUSTED  
 CL0698* NAVD 88     -       112.559  (meters)     369.29   (feet)  ADJUSTED  
 CL0698  ___________________________________________________________________
 CL0698  X           -     628,861.750 (meters)                     COMP
 CL0698  Y           -  -5,356,586.047 (meters)                     COMP
 CL0698  Z           -   3,393,468.468 (meters)                     COMP
 CL0698  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CL0698  ELLIP HEIGHT-          85.16  (meters)          (09/03/97) GPS OBS
 CL0698  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CL0698  DYNAMIC HT  -         112.430 (meters)     368.86  (feet)  COMP
 CL0698  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CL0698
 CL0698  HORZ ORDER  -  FIRST
 CL0698  VERT ORDER  -  FIRST     CLASS II
 CL0698  ELLP ORDER  -  FOURTH    CLASS II
 CL0698
 CL0698.The horizontal coordinates were established by classical geodetic methods
 CL0698.and adjusted by the National Geodetic Survey in September 1997..
 CL0698
 CL0698.The orthometric height was determined by differential leveling
 CL0698.and adjusted by the National Geodetic Survey in June 1991..
 CL0698
 CL0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL0698
 CL0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0698
 CL0698.The ellipsoidal height was determined by GPS observations
 CL0698.and is referenced to NAD 83.
 CL0698
 CL0698.The geoid height was determined by GEOID03.
 CL0698
 CL0698.The dynamic height is computed by dividing the NAVD 88
 CL0698.geopotential number by the normal gravity value computed on the
 CL0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0698.degrees latitude (g = 980.6199 gals.).
 CL0698
 CL0698.The modeled gravity was interpolated from observed gravity values.
 CL0698
 CL0698;                    North         East     Units Scale Factor Converg.
 CL0698;SPC GA W     -   261,017.744   781,183.490   MT  0.99998125   +0 27 41.7
 CL0698;SPC GA W     -   856,355.72  2,562,932.83   sFT  0.99998125   +0 27 41.7
 CL0698;SPC GA E     -   261,259.478    92,936.215   MT  1.00004131   -0 36 31.4
 CL0698;SPC GA E     -   857,148.80    304,908.23   sFT  1.00004131   -0 36 31.4
 CL0698;UTM  17      - 3,581,731.672   283,170.773   MT  1.00017981   -1 14 00.4
 CL0698
 CL0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0698!SPC GA W     -   0.99998663  x   0.99998125  =   0.99996788
 CL0698!SPC GA E     -   0.99998663  x   1.00004131  =   1.00002794
 CL0698!UTM  17      -   0.99998663  x   1.00017981  =   1.00016644
 CL0698
 CL0698|---------------------------------------------------------------------|
 CL0698| PID    Reference Object                     Distance      Geod. Az  |
 CL0698|                                                           dddmmss.s |
 CL0698| CL2990 ARGO RM                                            06918     |
 CL0698| CL0696 LUPO=U 16                           APPROX. 1.1 KM 1575823.5 |
 CL0698|---------------------------------------------------------------------|
 CL0698
 CL0698                          SUPERSEDED SURVEY CONTROL
 CL0698
 CL0698  NAD 83(1986)-  32 21 05.40944(N)    083 18 14.89185(W) AD(       ) 1
 CL0698  NAD 27      -  32 21 04.81100(N)    083 18 15.31300(W) AD(       ) 1
 CL0698  NGVD 29 (??/??/92)  112.741  (m)          369.88   (f) ADJ UNCH    1 2
 CL0698
 CL0698.Superseded values are not recommended for survey control.
 CL0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0698.See file dsdata.txt to determine how the superseded data were derived.
 CL0698
 CL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR8317181732(NAD 83)
 CL0698_MARKER: DS = TRIANGULATION STATION DISK
 CL0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL0698_STAMPING: ELEV 369.468 V 16 1917 ARGO
 CL0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0698+STABILITY: SURFACE MOTION
 CL0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL0698+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CL0698
 CL0698  HISTORY     - Date     Condition        Report By
 CL0698  HISTORY     - 1917     MONUMENTED       CGS
 CL0698  HISTORY     - 1934     GOOD             CGS
 CL0698  HISTORY     - 1959     GOOD             NGS
 CL0698  HISTORY     - 1979     GOOD             NGS
 CL0698  HISTORY     - 1987     GOOD             NGS
 CL0698
 CL0698                          STATION DESCRIPTION
 CL0698
 CL0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0698'ABOUT 1 MILE ALONG TRACKS OF SOUTHERN RAILWAY NORTH OF EMPIRE,
 CL0698'3-1/2 RAILS SOUTH OF SIGNPOST 1 MILE TO STATION, 2-1/2 RAILS
 CL0698'NORTH OF MILEPOST 284, ON RIGHT SIDE OF TRACK, AT INTERSECTION
 CL0698'OF FORWARD AND BACK TANGENTS TO RIGHT RAIL, AND 2.24 METERS
 CL0698'(7.3 FEET) FROM RIGHT RAIL.  SURFACE MARK IS STANDARD DISK
 CL0698'IN CONCRETE.  UNDERGROUND MARK IS NAIL IN CONCRETE.
 CL0698'REFERENCE MARK IS STANDARD DISK IN CONCRETE,
 CL0698'16.22 METERS (53.2 FEET) FROM STATION.
 CL0698
 CL0698                          STATION RECOVERY (1959)
 CL0698
 CL0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CL0698'0.9 MI NW FROM EMPIRE.
 CL0698'ABOUT 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0698'CROSSING OF STATE HIGHWAY 257 AT EMPIRE, ABOUT 5 1/2 RAILS
 CL0698'SOUTHEAST OF A GRADED ROAD CROSSING, 77 1/2 FEET NORTH OF AND
 CL0698'ACROSS THE TRACK FROM MILEPOST 284, 7 FEET NORTHEAST OF THE
 CL0698'NORTHEAST RAIL, ON THE OUTSIDE OF A SLIGHT CURVE WITH TANGENTS
 CL0698'EXTENDING NORTHWEST-SOUTHEAST IN LINE WITH THE TANGENT OF THE
 CL0698'NORTHEAST RAIL IN BOTH DIRECTIONS, 55 1/2 FEET NORTH-NORTHEAST
 CL0698'OF AND ACROSS THE TRACK FROM THE SECOND TELEPHONE POLE SOUTHEAST
 CL0698'OF THE CROSSING, 31 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 CL0698'ROAD PARALLELING THE TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 CL0698'THE TRACK, AND SET IN TOP OF A CONCRETE POST 18 INCHES BELOW
 CL0698'THE SURFACE OF THE GROUND.
 CL0698
 CL0698                          STATION RECOVERY (1979)
 CL0698
 CL0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0698'RECOVERED IN GOOD CONDITION.
 CL0698
 CL0698                          STATION RECOVERY (1987)
 CL0698
 CL0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CL0698'THE STATION WAS RECOVERED AT THIS DATE.
 CL0698'
 CL0698'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTHEAST OF COCHRAN,
 CL0698'1.6 KM (1 MI) NORTHWEST OF EMPIRE, IN A DITCH BETWEEN A PAVED ROAD
 CL0698'AND RAILROAD TRACK.
 CL0698'OWNERSHIP--SOUTHERN RAILWAY COMPANY.
 CL0698'
 CL0698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 BUSINESS
 CL0698'AND BYPASS, AND STATE HIGHWAY 87 BUSINESS AND BYPASS (ABOUT 2.4 KM
 CL0698'(1.5 MI) SOUTHEAST OF COCHRAN), GO SOUTHEAST FOR
 CL0698'1.6 KM (1.0 MI) ON HIGHWAYS 23 AND 87 TO A PAVED ROAD LEFT ON
 CL0698'OUTSIDE OF LONG CURVE.
 CL0698'TURN LEFT AND GO SOUTHEAST FOR 1.8 KM (1.1 MI) ON COUNTY ROAD 149
 CL0698'TO A PAVED RAILROAD CROSSING ON THE LEFT.  TURN LEFT, THEN RIGHT
 CL0698'AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ALONG TRACK TO THE STATION ON
 CL0698'THE RIGHT.
 CL0698'
 CL0698'THE STATION IS A STANDARD CGS DISK
 CL0698'STAMPED---ELEV 369.468 V 16 1917 ARGO---,
 CL0698'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 CL0698'25 CM ON SIDE RECESSED 40 CM BELOW GROUND.  LOCATED
 CL0698'2.1 METERS (6.9 FT) NORTHEAST FROM THE NORTHEAST RAIL,
 CL0698'11.5 METERS (37.7 FT) SOUTHWEST FROM THE ROAD CENTER,
 CL0698'57.0 METERS (187.0 FT) SOUTHEAST FROM A ROAD CENTER AT TRACK
 CL0698'CROSSING,
 CL0698'16.4 METERS (53.8 FT) NORTH-NORTHEAST FROM A UTILITY POLE,
 CL0698'23.7 METERS (77.8 FT) NORTH FROM A RAILROAD MILEPOST 284, AND
 CL0698'0.4 METERS (1.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL0698'
 CL0698'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4060 ***********************************************************************
 CK4060  DESIGNATION -  ARGYLE USE 1934
 CK4060  PID         -  CK4060
 CK4060  STATE/COUNTY-  GA/CHATHAM
 CK4060  USGS QUAD   -  PORT WENTWORTH (1993)
 CK4060
 CK4060                         *CURRENT SURVEY CONTROL
 CK4060  ___________________________________________________________________
 CK4060* NAD 83(1994)-  32 07 54.03796(N)    081 08 01.93013(W)     ADJUSTED  
 CK4060* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 CK4060  ___________________________________________________________________
 CK4060  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CK4060  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 CK4060
 CK4060  HORZ ORDER  -  THIRD
 CK4060
 CK4060.The horizontal coordinates were established by classical geodetic methods
 CK4060.and adjusted by the National Geodetic Survey in September 1997..
 CK4060
 CK4060.The orthometric height was scaled from a topographic map.
 CK4060
 CK4060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4060
 CK4060.The geoid height was determined by GEOID03.
 CK4060
 CK4060;                    North         East     Units Scale Factor Converg.
 CK4060;SPC GA E     -   236,783.968   297,445.084   MT  1.00001706   +0 32 57.7
 CK4060;SPC GA E     -   776,848.74    975,867.75   sFT  1.00001706   +0 32 57.7
 CK4060;SPC SC       -    33,097.882   596,966.473   MT  1.00014999   -0 04 27.2
 CK4060;SPC SC       -   108,588.85  1,958,551.42   iFT  1.00014999   -0 04 27.2
 CK4060;UTM  17      - 3,555,039.116   487,373.412   MT  0.99960197   -0 04 16.3
 CK4060
 CK4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4060!SPC GA E     -   1.00000462  x   1.00001706  =   1.00002168
 CK4060!SPC SC       -   1.00000462  x   1.00014999  =   1.00015462
 CK4060!UTM  17      -   1.00000462  x   0.99960197  =   0.99960659
 CK4060
 CK4060                          SUPERSEDED SURVEY CONTROL
 CK4060
 CK4060  NAD 83(1986)-  32 07 54.05143(N)    081 08 01.94356(W) AD(       ) 3
 CK4060  NAD 27      -  32 07 53.31800(N)    081 08 02.54900(W) AD(       ) 3
 CK4060
 CK4060.Superseded values are not recommended for survey control.
 CK4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4060.See file dsdata.txt to determine how the superseded data were derived.
 CK4060
 CK4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8737355039(NAD 83)
 CK4060_MARKER: Z = SEE DESCRIPTION
 CK4060_SETTING: 0 = UNSPECIFIED SETTING
 CK4060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4060
 CK4060  HISTORY     - Date     Condition        Report By
 CK4060  HISTORY     - 1934     MONUMENTED       USE
 CK4060
 CK4060                          STATION DESCRIPTION
 CK4060
 CK4060'DESCRIBED BY US ENGINEERS 1934 (CAE)
 CK4060'STATION IS OLD U.S. ENGINEERS STATION OF SAME NAME ON SOUTH
 CK4060'END OF ARGYLE ID. ABOUT 15 M. BACK FROM HWL AND ALMOST ON
 CK4060'TREE LINE.  IS IN CENTER OF 4 IN X 5 IN CYPRESS SET IN CONCRETE
 CK4060'ABOUT 18 IN IN DIAMETER.
 CK4060'
 CK4060'R.M. 1 IS 80 M. FROM CLUMP OF MULBERRY BUSHES, 5M. FROM HWL,
 CK4060'25M. FROM LONE BUSHY CYPRESS.
 CK4060'
 CK4060'R.M. 2 IS 10M. N OF LONE CYPRESS TREE AND 10 M. FROM HWL.
 CK4060'
 CK4060'BEST POINT OF ACCESS--TO NORTHWARD OF KINGS ISLAND, AROUND
 CK4060'OLD LINE OF PILES UP CREEK TO POINT SOUTHWESTWARD OF STATION,
 CK4060'OR A FEW METERS NORTHWARD OF ONLY CYPRESS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2641 ***********************************************************************
 CL2641  DESIGNATION -  ARKWRIGHT SOU RWY MICROWAVE
 CL2641  PID         -  CL2641
 CL2641  STATE/COUNTY-  GA/JONES
 CL2641  USGS QUAD   -  MACON NW (1985)
 CL2641
 CL2641                         *CURRENT SURVEY CONTROL
 CL2641  ___________________________________________________________________
 CL2641* NAD 83(1994)-  32 58 32.42110(N)    083 39 44.89928(W)     ADJUSTED  
 CL2641* NAVD 88     -                                                        
 CL2641  ___________________________________________________________________
 CL2641  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CL2641  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL2641
 CL2641  HORZ ORDER  -  THIRD
 CL2641
 CL2641.The horizontal coordinates were established by classical geodetic methods
 CL2641.and adjusted by the National Geodetic Survey in September 1997..
 CL2641
 CL2641
 CL2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2641
 CL2641.The geoid height was determined by GEOID03.
 CL2641
 CL2641;                    North         East     Units Scale Factor Converg.
 CL2641;SPC GA W     -   330,016.494   747,127.074   MT  0.99992738   +0 16 27.9
 CL2641;SPC GA W     - 1,082,729.11  2,451,199.41   sFT  0.99992738   +0 16 27.9
 CL2641;UTM  17      - 3,651,738.013   251,177.949   MT  1.00036345   -1 26 59.6
 CL2641
 CL2641                          SUPERSEDED SURVEY CONTROL
 CL2641
 CL2641  NAD 83(1986)-  32 58 32.42616(N)    083 39 44.89824(W) AD(       ) 4
 CL2641  NAD 27      -  32 58 31.93652(N)    083 39 45.25597(W) AD(       ) 3
 CL2641
 CL2641.Superseded values are not recommended for survey control.
 CL2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2641.See file dsdata.txt to determine how the superseded data were derived.
 CL2641
 CL2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5117851738(NAD 83)
 CL2641_MARKER: 45 = MICROWAVE TOWER
 CL2641
 CL2641  HISTORY     - Date     Condition        Report By
 CL2641  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2641
 CL2641                          STATION DESCRIPTION
 CL2641
 CL2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2641'THE STATION IS THE LIGHT, NOT CENTERED, AT THE TOP OF THE
 CL2641'ARKWRIGHT SOUTHERN RAILROAD COMPANY MICROWAVE KVN 54 TOWER.  IT
 CL2641'IS A THREE PIPE-LEGGED, SKELETON STEEL, TOWER WITH THREE OCTAGON
 CL2641'SHAPED ANTENNAS ATTACHED AT THE TOP.  THE TOWER IS PAINTED
 CL2641'ALTERNATELY RED AND WHITE AND IS 230 FEET HIGH.
 CL2641'
 CL2641'STATION IS LOCATED ABOUT 10 MILES NORTH OF THE CENTER OF MACON,
 CL2641'6.5 MILES NORTH OF THE SMALL VILLAGE OF ARKWRIGHT, 0.4 MILE SOUTH
 CL2641'OF STATE HIGHWAY 18, 118 FEET EAST OF THE CENTER OF UPPER RIVER
 CL2641'ROAD AND 87 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4052 ***********************************************************************
 CK4052  DESIGNATION -  ARLAND 1934
 CK4052  PID         -  CK4052
 CK4052  STATE/COUNTY-  GA/CHATHAM
 CK4052  USGS QUAD   -  PORT WENTWORTH (1993)
 CK4052
 CK4052                         *CURRENT SURVEY CONTROL
 CK4052  ___________________________________________________________________
 CK4052* NAD 83(1994)-  32 11 50.55334(N)    081 08 18.08197(W)     ADJUSTED  
 CK4052* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 CK4052  ___________________________________________________________________
 CK4052  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CK4052  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 CK4052
 CK4052  HORZ ORDER  -  THIRD
 CK4052
 CK4052.The horizontal coordinates were established by classical geodetic methods
 CK4052.and adjusted by the National Geodetic Survey in September 1997..
 CK4052
 CK4052.The orthometric height was scaled from a topographic map.
 CK4052
 CK4052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4052
 CK4052.The geoid height was determined by GEOID03.
 CK4052
 CK4052;                    North         East     Units Scale Factor Converg.
 CK4052;SPC GA E     -   244,065.012   296,952.136   MT  1.00001588   +0 32 52.7
 CK4052;SPC GA E     -   800,736.63    974,250.47   sFT  1.00001588   +0 32 52.7
 CK4052;SPC SC       -    40,384.727   596,552.816   MT  1.00012027   -0 04 36.1
 CK4052;SPC SC       -   132,495.82  1,957,194.28   iFT  1.00012027   -0 04 36.1
 CK4052;UTM  17      - 3,562,322.056   486,959.594   MT  0.99960210   -0 04 25.4
 CK4052
 CK4052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4052!SPC GA E     -   1.00000478  x   1.00001588  =   1.00002066
 CK4052!SPC SC       -   1.00000478  x   1.00012027  =   1.00012505
 CK4052!UTM  17      -   1.00000478  x   0.99960210  =   0.99960688
 CK4052
 CK4052                          SUPERSEDED SURVEY CONTROL
 CK4052
 CK4052  NAD 83(1986)-  32 11 50.56798(N)    081 08 18.09456(W) AD(       ) 3
 CK4052  NAD 27      -  32 11 49.85000(N)    081 08 18.69000(W) AD(       ) 3
 CK4052
 CK4052.Superseded values are not recommended for survey control.
 CK4052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4052.See file dsdata.txt to determine how the superseded data were derived.
 CK4052
 CK4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8696062322(NAD 83)
 CK4052_MARKER: Z = SEE DESCRIPTION
 CK4052_SETTING: 0 = UNSPECIFIED SETTING
 CK4052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4052
 CK4052  HISTORY     - Date     Condition        Report By
 CK4052  HISTORY     - 1934     MONUMENTED       CGS
 CK4052  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK4052
 CK4052                          STATION DESCRIPTION
 CK4052
 CK4052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4052'LOCATED ON EAST BANK OF MIDDLE RIVER NEAR TWO SMALL ISLANDS
 CK4052'2-1/2 MILES NORTH OF MIDDLE RIVER COASTAL HIGHWAY BRIDGE.
 CK4052'FOUR METERS FROM H.W.L. BESIDE A LONE CYPRESS TREE 1-1/2
 CK4052'MILES SOUTH OF EXTREME NORTH POINT OF ARGYLE ISLAND.
 CK4052
 CK4052                          STATION RECOVERY (1975)
 CK4052
 CK4052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK4052'THE STATION SEARCHED FOR BUT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1911 ***********************************************************************
 BT1911  DESIGNATION -  ARLINGTON GA LT AND POWER TANK
 BT1911  PID         -  BT1911
 BT1911  STATE/COUNTY-  GA/CALHOUN
 BT1911  USGS QUAD   -  ARLINGTON (1974)
 BT1911
 BT1911                         *CURRENT SURVEY CONTROL
 BT1911  ___________________________________________________________________
 BT1911* NAD 83(1994)-  31 26 21.26202(N)    084 43 35.25597(W)     ADJUSTED  
 BT1911* NAVD 88     -                                                        
 BT1911  ___________________________________________________________________
 BT1911  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BT1911  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT1911
 BT1911  HORZ ORDER  -  THIRD
 BT1911
 BT1911.The horizontal coordinates were established by classical geodetic methods
 BT1911.and adjusted by the National Geodetic Survey in September 1997..
 BT1911
 BT1911
 BT1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1911
 BT1911.The geoid height was determined by GEOID03.
 BT1911
 BT1911;                    North         East     Units Scale Factor Converg.
 BT1911;SPC GA W     -   159,680.462   646,788.905   MT  0.99993491   -0 17 31.2
 BT1911;SPC GA W     -   523,884.98  2,122,006.60   sFT  0.99993491   -0 17 31.2
 BT1911;UTM  16      - 3,480,519.122   716,070.730   MT  1.00017587   +1 11 10.8
 BT1911
 BT1911                          SUPERSEDED SURVEY CONTROL
 BT1911
 BT1911  NAD 83(1994)-  31 26 21.27133(N)    084 43 35.25930(W) AD(       ) 4
 BT1911  NAD 83(1986)-  31 26 21.27165(N)    084 43 35.25910(W) AD(       ) 4
 BT1911  NAD 27      -  31 26 20.65100(N)    084 43 35.55400(W) AD(       ) 3
 BT1911
 BT1911.Superseded values are not recommended for survey control.
 BT1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1911.See file dsdata.txt to determine how the superseded data were derived.
 BT1911
 BT1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1607180519(NAD 83)
 BT1911_MARKER: 51 = TANK
 BT1911
 BT1911  HISTORY     - Date     Condition        Report By
 BT1911  HISTORY     - 1933     FIRST OBSERVED   CGS
 BT1911  HISTORY     - 1989     GOOD             USPSQD
 BT1911
 BT1911                          STATION DESCRIPTION
 BT1911
 BT1911'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0417 ***********************************************************************
 BT0417  DESIGNATION -  ARLINGTON RESET
 BT0417  PID         -  BT0417
 BT0417  STATE/COUNTY-  GA/CALHOUN
 BT0417  USGS QUAD   -  ARLINGTON (1974)
 BT0417
 BT0417                         *CURRENT SURVEY CONTROL
 BT0417  ___________________________________________________________________
 BT0417* NAD 83(1994)-  31 26 22.07291(N)    084 43 34.69215(W)     ADJUSTED  
 BT0417* NAVD 88     -        93.796  (meters)     307.73   (feet)  ADJUSTED  
 BT0417  ___________________________________________________________________
 BT0417  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BT0417  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0417  DYNAMIC HT  -          93.682 (meters)     307.36  (feet)  COMP
 BT0417  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BT0417
 BT0417  HORZ ORDER  -  FIRST
 BT0417  VERT ORDER  -  SECOND    CLASS 0
 BT0417
 BT0417.The horizontal coordinates were established by classical geodetic methods
 BT0417.and adjusted by the National Geodetic Survey in September 1997..
 BT0417
 BT0417.The orthometric height was determined by differential leveling
 BT0417.and adjusted by the National Geodetic Survey in June 1991..
 BT0417
 BT0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0417
 BT0417.The geoid height was determined by GEOID03.
 BT0417
 BT0417.The dynamic height is computed by dividing the NAVD 88
 BT0417.geopotential number by the normal gravity value computed on the
 BT0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0417.degrees latitude (g = 980.6199 gals.).
 BT0417
 BT0417.The modeled gravity was interpolated from observed gravity values.
 BT0417
 BT0417;                    North         East     Units Scale Factor Converg.
 BT0417;SPC GA W     -   159,705.359   646,803.920   MT  0.99993489   -0 17 30.9
 BT0417;SPC GA W     -   523,966.67  2,122,055.86   sFT  0.99993489   -0 17 30.9
 BT0417;UTM  16      - 3,480,544.404   716,085.100   MT  1.00017594   +1 11 11.1
 BT0417
 BT0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0417!SPC GA W     -   0.99998952  x   0.99993489  =   0.99992441
 BT0417!UTM  16      -   0.99998952  x   1.00017594  =   1.00016546
 BT0417
 BT0417:                Primary Azimuth Mark                     Grid Az
 BT0417:SPC GA W     -  ARLINGTON AZ MK                          002 53 54.7
 BT0417:UTM  16      -  ARLINGTON AZ MK                          001 25 12.7
 BT0417
 BT0417|---------------------------------------------------------------------|
 BT0417| PID    Reference Object                     Distance      Geod. Az  |
 BT0417|                                                           dddmmss.s |
 BT0417| BT1384 ARLINGTON AZ MK                                    0023623.8 |
 BT0417| BT1909 ARLINGTON FIRST BAP CH STEEPLE      188.217 METERS 14713     |
 BT0417| AI7555 ARLINGTON AZ MK 2                                  1605135.0 |
 BT0417| BT0418 ARLINGTON RM 1                                     16609     |
 BT0417| BT1907 DAMASCUS MUN TANK                   APPROX.15.6 KM 1761340.1 |
 BT0417| BT0419 ARLINGTON RM 2                       62.621 METERS 24538     |
 BT0417| BT2018 EDISON OIL CO TALLEST TANK          APPROX.13.9 KM 3551528.6 |
 BT0417|---------------------------------------------------------------------|
 BT0417
 BT0417                          SUPERSEDED SURVEY CONTROL
 BT0417
 BT0417  NAD 83(1994)-  31 26 22.08158(N)    084 43 34.69625(W) AD(       ) 1
 BT0417  NAD 83(1986)-  31 26 22.08148(N)    084 43 34.69560(W) AD(       ) 1
 BT0417  NGVD 29 (??/??/92)   93.866  (m)          307.96   (f) ADJ UNCH    2 0
 BT0417
 BT0417.Superseded values are not recommended for survey control.
 BT0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0417.See file dsdata.txt to determine how the superseded data were derived.
 BT0417
 BT0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1608580544(NAD 83)
 BT0417_MARKER: DB = BENCH MARK DISK
 BT0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0417_STAMPING: ARLINGTON 1934
 BT0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0417+STABILITY: SURFACE MOTION
 BT0417
 BT0417  HISTORY     - Date     Condition        Report By
 BT0417  HISTORY     - 1935     MONUMENTED       CGS
 BT0417  HISTORY     - 1958     MARK NOT FOUND   NGS
 BT0417  HISTORY     - 1989     GOOD             USPSQD
 BT0417
 BT0417                          STATION DESCRIPTION
 BT0417
 BT0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JLH)
 BT0417'ORIGINAL DESCRIPTION FOR LOCATION OF STATION AND REFERENCE MARKS
 BT0417'NEEDS NO CHANGE EXCEPT STATION IS
 BT0417'MARKED WITH A STANDARD BENCH MARK DISK.  THE ORIGINAL TRIANGULATION
 BT0417'DISK WAS ACCIDENTALLY REMOVED BY THE ARLINGTON STREET DEPARTMENT
 BT0417'WHILE GRADING THE PLAYGROUND ON WHICH THE STATION IS LOCATED.
 BT0417'LOCAL AUTHORITIES INFORM ME THAT THE BENCH MARK DISK WAS SET BY A
 BT0417'LEVELING PARTY IN THE HOLE IN THE BLOCK OF CONCRETE LEFT BY THE SHANK
 BT0417'OF THE ORIGINAL DISK AND THAT NO ATTEMPT WAS MADE AT THE TIME TO
 BT0417'COLLIMATE THE PRESENT MARK OVER THE SUB-SURFACE MARK.
 BT0417'
 BT0417'DUE TO CONSTRUCTION OF PERMANENT STRUCTURE NEAR THE STATION, THE
 BT0417'LINE BETWEEN THE STATION AND THE AZIMUTH MARK WAS PERMANENTLY
 BT0417'BLOCKED FOR GROUND OBSERVATIONS (APPROXIMATELY 60-FOOT TOWER
 BT0417'REQUIRED ON STATION TO CLEAR OBSTRUCTION).  THE AZIMUTH MARK WAS
 BT0417'THEREFORE MOVED FROM ITS ORIGINAL PLACE AND RE-SET S OF THE
 BT0417'STATION AND STAMPED 2.
 BT0417'
 BT0417'AZIMUTH MARK 2, IS LOCATED ABOUT 0.2 MILE S OF STATION, 2 FEET N OF
 BT0417'N FENCE LINE OF GARDEN ON PROPERTY OF M.E. CHANCEY, 7.5 FEET S OF
 BT0417'THE CENTER LINE OF AN ALLEY, 290 FEET W OF THE NW CORNER OF THE
 BT0417'ARLINGTON BAPTIST CHURCH, 210 FEET W OF THE CENTER LINE OF STATE
 BT0417'HIGHWAY 45 AND IS IN THE CITY LIMITS OF THE CITY OF ARLINGTON.
 BT0417'
 BT0417'THE SSE AZIMUTH MARK NOTED AS FINIAL RED CHURCH STEEPLE 0.5 MILE IS
 BT0417'OF VERY LITTLE VALUE, DUE TO THE STEEPLE BEING LOOSE, ALLOWING
 BT0417'CONSIDERABLE WIND SWAY.
 BT0417'
 BT0417'SINCE AN ANGLE HAD BEEN OBSERVED FROM THE AZIMUTH MARK IN ITS
 BT0417'ORIGINAL POSITION TO STATION 8B-33 (U.S.C. AND G.S. AND S.S.
 BT0417'TRAVERSE STATION) IT WAS POSSIBLE TO OBSERVE A DIRECTION TO THE
 BT0417'NEW POSITION OF THE AZIMUTH MARK 2.
 BT0417
 BT0417                          STATION RECOVERY (1958)
 BT0417
 BT0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BT0417'AT ARLINGTON.
 BT0417'BELIEVED DESTROYED DUE TO CONSTRUCTION OF A SERVICE STATION AND A
 BT0417'GARAGE.  THE DISTANCES INDICATE THAT THE STATION WOULD FALL IN
 BT0417'ABOUT THE CENTER OF NEW SERVICE STATION.  AT ARLINGTON, CALHOUN
 BT0417'COUNTY, 25 YARDS NORTHEAST OF THE NORTHEAST CONCRETE BASE OF THE
 BT0417'CITY WATER TANK, IN THE NORTHEAST CORNER OF A VACANT LOT, 44 FEET
 BT0417'WEST OF THE CENTERLINE OF A STREET, AND 44 FEET WEST OF A LARGE
 BT0417'OAK TREE.  A STANDARD DISK, STAMPED ARLINGTON 1934 AND SET IN THE
 BT0417'TOP OF A CONCRETE POST.  NOTE-- ORIGINALLY THERE WAS A
 BT0417'TRIANGULATION-STATION DISK IN THE CONCRETE POST BUT IT HAD BEEN
 BT0417'REMOVED, SO A BENCH MARK DISK WAS SET IN THE POST MAINTAINING THE
 BT0417'EXACT LOCATION AT THE PREVIOUS MARK.
 BT0417
 BT0417                          STATION RECOVERY (1989)
 BT0417
 BT0417'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0418 ***********************************************************************
 BT0418  DESIGNATION -  ARLINGTON RM 1
 BT0418  PID         -  BT0418
 BT0418  STATE/COUNTY-  GA/CALHOUN
 BT0418  USGS QUAD   -  ARLINGTON (1974)
 BT0418
 BT0418                         *CURRENT SURVEY CONTROL
 BT0418  ___________________________________________________________________
 BT0418* NAD 83(1986)-  31 26 26.     (N)    084 43 34.     (W)     SCALED    
 BT0418* NAVD 88     -        92.698  (meters)     304.13   (feet)  ADJUSTED  
 BT0418  ___________________________________________________________________
 BT0418  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0418  DYNAMIC HT  -          92.585 (meters)     303.76  (feet)  COMP
 BT0418  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BT0418
 BT0418  VERT ORDER  -  FIRST     CLASS II
 BT0418
 BT0418.The horizontal coordinates were scaled from a topographic map and have
 BT0418.an estimated accuracy of +/- 6 seconds.
 BT0418
 BT0418.The orthometric height was determined by differential leveling
 BT0418.and adjusted by the National Geodetic Survey in June 1991..
 BT0418
 BT0418.The geoid height was determined by GEOID03.
 BT0418
 BT0418.The dynamic height is computed by dividing the NAVD 88
 BT0418.geopotential number by the normal gravity value computed on the
 BT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0418.degrees latitude (g = 980.6199 gals.).
 BT0418
 BT0418.The modeled gravity was interpolated from observed gravity values.
 BT0418
 BT0418;                    North         East    Units  Estimated Accuracy
 BT0418;SPC GA W     -   159,830.      646,820.      MT  (+/- 180 meters Scaled)
 BT0418
 BT0418                          SUPERSEDED SURVEY CONTROL
 BT0418
 BT0418  NGVD 29 (??/??/92)   92.768  (m)          304.36   (f) ADJ UNCH    1 2
 BT0418
 BT0418.Superseded values are not recommended for survey control.
 BT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0418.See file dsdata.txt to determine how the superseded data were derived.
 BT0418
 BT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV161806(NAD 83)
 BT0418_MARKER: DR = REFERENCE MARK DISK
 BT0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0418_STAMPING: ARLINGTON NO 1 1933
 BT0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0418+STABILITY: SURFACE MOTION
 BT0418
 BT0418  HISTORY     - Date     Condition        Report By
 BT0418  HISTORY     - 1933     MONUMENTED       CGS
 BT0418  HISTORY     - 1958     GOOD             NGS
 BT0418
 BT0418                          STATION DESCRIPTION
 BT0418
 BT0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0418'AT ARLINGTON.
 BT0418'AT THE CITY OF ARLINGTON WATER TOWER, 24 FEET WEST OF THE WEST
 BT0418'CURB OF A BLACKTOP STREET, 25 YARDS SOUTHEAST OF THE SOUTHEAST LEG
 BT0418'OF THE TOWER, 10 1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 BT0418'LOW BUILDING WITH METAL SIDING, 86 1/2 FEET SOUTH OF THE SOUTHEAST
 BT0418'CORNER OF THE WASH RACK AT A SERVICE STATION, 3.4 FEET NORTHWEST
 BT0418'OF A BRACE POWER POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET
 BT0418'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0419 ***********************************************************************
 BT0419  DESIGNATION -  ARLINGTON RM 2
 BT0419  PID         -  BT0419
 BT0419  STATE/COUNTY-  GA/CALHOUN
 BT0419  USGS QUAD   -  ARLINGTON (1974)
 BT0419
 BT0419                         *CURRENT SURVEY CONTROL
 BT0419  ___________________________________________________________________
 BT0419* NAD 83(1986)-  31 26 25.     (N)    084 43 34.     (W)     SCALED    
 BT0419* NAVD 88     -        92.529  (meters)     303.57   (feet)  ADJUSTED  
 BT0419  ___________________________________________________________________
 BT0419  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0419  DYNAMIC HT  -          92.416 (meters)     303.20  (feet)  COMP
 BT0419  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 BT0419
 BT0419  VERT ORDER  -  SECOND    CLASS 0
 BT0419
 BT0419.The horizontal coordinates were scaled from a topographic map and have
 BT0419.an estimated accuracy of +/- 6 seconds.
 BT0419
 BT0419.The orthometric height was determined by differential leveling
 BT0419.and adjusted by the National Geodetic Survey in June 1991..
 BT0419
 BT0419.The geoid height was determined by GEOID03.
 BT0419
 BT0419.The dynamic height is computed by dividing the NAVD 88
 BT0419.geopotential number by the normal gravity value computed on the
 BT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0419.degrees latitude (g = 980.6199 gals.).
 BT0419
 BT0419.The modeled gravity was interpolated from observed gravity values.
 BT0419
 BT0419;                    North         East    Units  Estimated Accuracy
 BT0419;SPC GA W     -   159,800.      646,820.      MT  (+/- 180 meters Scaled)
 BT0419
 BT0419                          SUPERSEDED SURVEY CONTROL
 BT0419
 BT0419  NGVD 29 (??/??/92)   92.600  (m)          303.81   (f) ADJ UNCH    2 0
 BT0419
 BT0419.Superseded values are not recommended for survey control.
 BT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0419.See file dsdata.txt to determine how the superseded data were derived.
 BT0419
 BT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV161806(NAD 83)
 BT0419_MARKER: DR = REFERENCE MARK DISK
 BT0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0419_STAMPING: ARLINGTON NO 2
 BT0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0419+STABILITY: SURFACE MOTION
 BT0419
 BT0419  HISTORY     - Date     Condition        Report By
 BT0419  HISTORY     - 1933     MONUMENTED       CGS
 BT0419  HISTORY     - 1958     GOOD             NGS
 BT0419
 BT0419                          STATION DESCRIPTION
 BT0419
 BT0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0419'AT ARLINGTON.
 BT0419'AT THE CITY OF ARLINGTON WATER TOWER, 40 YARDS WEST OF THE
 BT0419'NORTHWEST LEG OF THE TOWER, 84 1/2 FEET SOUTH OF THE SOUTH CURB OF
 BT0419'THE EAST-WEST MAIN STREET, 101 FEET EAST AND ACROSS THE STREET
 BT0419'FROM THE SOUTHEAST CORNER OF THE METHODIST CHURCH, 4 1/2 FEET
 BT0419'NORTH OF THE SOUTHEAST CORNER OF A SMALL LOG HOUSE, 106 FEET WEST
 BT0419'OF THE SOUTHWEST CORNER OF A SERVICE STATION, 4 FEET BELOW THE
 BT0419'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST
 BT0419'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1116 ***********************************************************************
 CL1116  DESIGNATION -  ARLIS
 CL1116  PID         -  CL1116
 CL1116  STATE/COUNTY-  GA/MONROE
 CL1116  USGS QUAD   -  BOLINGBROKE (1985)
 CL1116
 CL1116                         *CURRENT SURVEY CONTROL
 CL1116  ___________________________________________________________________
 CL1116* NAD 83(1994)-  32 57 09.00310(N)    083 50 59.73557(W)     ADJUSTED  
 CL1116* NAVD 88     -       171.688  (meters)     563.28   (feet)  ADJUSTED  
 CL1116  ___________________________________________________________________
 CL1116  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CL1116  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CL1116  DYNAMIC HT  -         171.501 (meters)     562.67  (feet)  COMP
 CL1116  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 CL1116
 CL1116  HORZ ORDER  -  SECOND
 CL1116  VERT ORDER  -  SECOND    CLASS 0
 CL1116
 CL1116.The horizontal coordinates were established by classical geodetic methods
 CL1116.and adjusted by the National Geodetic Survey in September 1997..
 CL1116
 CL1116.The orthometric height was determined by differential leveling
 CL1116.and adjusted by the National Geodetic Survey in June 1991..
 CL1116.WARNING-Repeat measurements at this control monument indicate possible
 CL1116.vertical movement.
 CL1116
 CL1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1116
 CL1116.The geoid height was determined by GEOID03.
 CL1116
 CL1116.The dynamic height is computed by dividing the NAVD 88
 CL1116.geopotential number by the normal gravity value computed on the
 CL1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1116.degrees latitude (g = 980.6199 gals.).
 CL1116
 CL1116.The modeled gravity was interpolated from observed gravity values.
 CL1116
 CL1116;                    North         East     Units Scale Factor Converg.
 CL1116;SPC GA W     -   327,378.586   729,613.333   MT  0.99991081   +0 10 20.2
 CL1116;SPC GA W     - 1,074,074.58  2,393,739.74   sFT  0.99991081   +0 10 20.2
 CL1116;UTM  17      - 3,649,627.100   233,583.982   MT  1.00047525   -1 33 04.0
 CL1116
 CL1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1116!SPC GA W     -   0.99997729  x   0.99991081  =   0.99988810
 CL1116!UTM  17      -   0.99997729  x   1.00047525  =   1.00045253
 CL1116
 CL1116:                Primary Azimuth Mark                     Grid Az
 CL1116:SPC GA W     -  JYP                                      131 34 26.2
 CL1116:UTM  17      -  JYP                                      133 17 50.4
 CL1116
 CL1116|---------------------------------------------------------------------|
 CL1116| PID    Reference Object                     Distance      Geod. Az  |
 CL1116|                                                           dddmmss.s |
 CL1116| CL1300 JYP                                 408.706 METERS 1314446.4 |
 CL1116| CY7788 ARLIS RM                              7.800 METERS 29249     |
 CL1116|---------------------------------------------------------------------|
 CL1116
 CL1116                          SUPERSEDED SURVEY CONTROL
 CL1116
 CL1116  NAD 83(1986)-  32 57 09.00955(N)    083 50 59.73300(W) AD(       ) 2
 CL1116  NAD 27      -  32 57 08.46500(N)    083 51 00.06800(W) AD(       ) 2
 CL1116  NGVD 29 (??/??/92)  171.794  (m)          563.63   (f) ADJ UNCH    2 0
 CL1116
 CL1116.Superseded values are not recommended for survey control.
 CL1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1116.See file dsdata.txt to determine how the superseded data were derived.
 CL1116
 CL1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3358449627(NAD 83)
 CL1116_MARKER: DS = TRIANGULATION STATION DISK
 CL1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1116_STAMPING: 563.280 ARLIS 1917
 CL1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1116+STABILITY: SURFACE MOTION
 CL1116
 CL1116  HISTORY     - Date     Condition        Report By
 CL1116  HISTORY     - 1917     MONUMENTED       CGS
 CL1116  HISTORY     - 1937     GOOD             CGS
 CL1116  HISTORY     - 1954     GOOD             CGS
 CL1116  HISTORY     - 1958     GOOD             NGS
 CL1116  HISTORY     - 1974     GOOD             NGS
 CL1116  HISTORY     - 20050106 MARK NOT FOUND   INDIV
 CL1116
 CL1116                          STATION DESCRIPTION
 CL1116
 CL1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 CL1116'ABOUT 2-1/4 MILES SOUTH OF SMARRS, 29 RAILS NORTH OF BATTERY
 CL1116'WELL, 2 RAILS SOUTH OF PRIVATE ROAD CROSSING, ON EXTENSION
 CL1116'OF FORWARD TANGENT OF RIGHT RAIL, AND 6 METERS (20 FEET) FROM
 CL1116'RAIL.  REFERENCE MARK, A STANDARD DISK SET IN A SQUARE
 CL1116'CONCRETE MONUMENT, IS 7.80 METERS (25.6
 CL1116'FEET) FROM STATION IN GRID AZIMUTH OF 112 DEG 39 MIN.
 CL1116
 CL1116                          STATION RECOVERY (1954)
 CL1116
 CL1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1116'LOCATED 2.7 MI. SE ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CL1116'THE STATION IN SMARRS, AT A CURVE, AND ON THE EXTENDED TANGENT
 CL1116'OF THE N RAIL FROM THE W.  IT IS 20 FT. N OF THE N RAIL, AND
 CL1116'59 FT. W OF A TELEGRAPH POLE.  IT IS A STANDARD TRIANGULATION
 CL1116'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 IN. AND
 CL1116'ABOUT 2 FT. BELOW THE LEVEL OF THE TRACKS.  IT IS STAMPED ARLIS
 CL1116'1917 563.280.
 CL1116'
 CL1116'THE REFERENCE MARK IS 25.6 FT. W-NW OF THE STATION, 21 FT.
 CL1116'N OF THE N RAIL, 51 FT. E OF A TELEGRAPH POLE, AND 56 FT. SE
 CL1116'OF A DIM ROAD CROSSING.  IT IS STAMPED ARLIS 1917.
 CL1116'
 CL1116'THIS IS A TRAVERSE STATION.
 CL1116
 CL1116                          STATION RECOVERY (1958)
 CL1116
 CL1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CL1116'3.4 MI NW FROM BOLINGBROKE.
 CL1116'ABOUT 3.35 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1116'FROM THE POST OFFICE AT BOLINGBROKE, 0.35 MILE EAST OF MILEPOST
 CL1116'S 210, 19 1/2 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL
 CL1116'AND AT OUTSIDE OF CURVE AND IN LINE WITH THE NORTH RAIL WEST OF
 CL1116'CURVE, 79 1/2 FEET EAST-NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD
 CL1116'CROSSING, 59 1/2 FEET WEST OF THE FIRST TELEPHONE POLE EAST OF THE
 CL1116'CROSSING, 76 FEET EAST OF THE FIRST TELEPHONE POLE WEST OF THE
 CL1116'CROSSING, 1 1/2 FEET EAST OF A STEEL WITNESS POST, ABOUT 1 FOOT
 CL1116'BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 CL1116'FLUSH WITH THE GROUND.
 CL1116
 CL1116                          STATION RECOVERY (1974)
 CL1116
 CL1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL1116'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS
 CL1116'DESCRIBED IN THE 1954 RECOVERY NOTE BY H.A.P.  STATION MARK IS
 CL1116'ALSO 1.5 FEET EAST OF A METAL WITNESS POST AND SIGN.
 CL1116
 CL1116                          STATION RECOVERY (2005)
 CL1116
 CL1116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LBS)
 CL1116'RECENT RAILROAD RIGHT OF WAY MAINTANENCE HAS EVIDENTLY DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1608 ***********************************************************************
 BT1608  DESIGNATION -  ARMENA
 BT1608  PID         -  BT1608
 BT1608  STATE/COUNTY-  GA/LEE
 BT1608  USGS QUAD   -  SASSER (1988)
 BT1608
 BT1608                         *CURRENT SURVEY CONTROL
 BT1608  ___________________________________________________________________
 BT1608* NAD 83(1994)-  31 41 02.87183(N)    084 17 29.37280(W)     ADJUSTED  
 BT1608* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 BT1608  ___________________________________________________________________
 BT1608  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BT1608  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BT1608
 BT1608  HORZ ORDER  -  FIRST
 BT1608
 BT1608.The horizontal coordinates were established by classical geodetic methods
 BT1608.and adjusted by the National Geodetic Survey in September 1997..
 BT1608
 BT1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1608
 BT1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1608
 BT1608.The geoid height was determined by GEOID03.
 BT1608
 BT1608;                    North         East     Units Scale Factor Converg.
 BT1608;SPC GA W     -   186,702.309   688,165.742   MT  0.99990173   -0 03 56.0
 BT1608;SPC GA W     -   612,539.16  2,257,757.11   sFT  0.99990173   -0 03 56.0
 BT1608;UTM  16      - 3,508,613.779   756,749.366   MT  1.00041310   +1 25 24.2
 BT1608
 BT1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1608!SPC GA W     -   0.99999135  x   0.99990173  =   0.99989308
 BT1608!UTM  16      -   0.99999135  x   1.00041310  =   1.00040445
 BT1608
 BT1608|---------------------------------------------------------------------|
 BT1608| PID    Reference Object                     Distance      Geod. Az  |
 BT1608|                                                           dddmmss.s |
 BT1608| BT0167 ARMENA RM                                          25628     |
 BT1608| BT1607 STEVENS                             APPROX. 1.9 KM 3065505.5 |
 BT1608|---------------------------------------------------------------------|
 BT1608
 BT1608                          SUPERSEDED SURVEY CONTROL
 BT1608
 BT1608  NAD 83(1986)-  31 41 02.87730(N)    084 17 29.37763(W) AD(       ) 1
 BT1608  NAD 27      -  31 41 02.27500(N)    084 17 29.69000(W) AD(       ) 1
 BT1608  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 BT1608
 BT1608.Superseded values are not recommended for survey control.
 BT1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1608.See file dsdata.txt to determine how the superseded data were derived.
 BT1608
 BT1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5674908614(NAD 83)
 BT1608_MARKER: DS = TRIANGULATION STATION DISK
 BT1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1608
 BT1608  HISTORY     - Date     Condition        Report By
 BT1608  HISTORY     - 1917     MONUMENTED       CGS
 BT1608  HISTORY     - 1935     GOOD             CGS
 BT1608  HISTORY     - 1970     GOOD             NGS
 BT1608  HISTORY     - 1970     GOOD             NGS
 BT1608
 BT1608                          STATION DESCRIPTION
 BT1608
 BT1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1608'AT THE CURVE 1/2 MILE NORTH OF ARMENA DEPOT ON THE SEABOARD AIR
 BT1608'LINE RAILWAY, AT THE INTERSECTION OF SOUTHWARD TANGENT TO THE EAST
 BT1608'RAIL OF MAIN TRACK WITH NORTHWARD TANGENT TO THE WEST RAIL, AND
 BT1608'2.22 METERS (7.3 FEET) WEST OF WEST RAIL.  REFERENCE MARK, 1917, A
 BT1608'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE,
 BT1608'IS IN GRID AZIMUTH 76 DEG 32 MIN, NO DISTANCE
 BT1608'STATED.  A SECOND REFERENCE MARK, NO. 2, WAS ESTABLISHED IN
 BT1608'1935, 43.6 METERS (143 FEET) SOUTHEAST OF STATION, 8.2 METERS
 BT1608'(27 FEET) NORTHEAST OF A CLUMP OF THREE OAK TREES, A MONEL METAL
 BT1608'RIVET SET IN CONCRETE POST.  IMPOSSIBLE TO DETERMINE GRID
 BT1608'AZIMUTH.
 BT1608
 BT1608                          STATION RECOVERY (1970)
 BT1608
 BT1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 BT1608'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK 1 WAS
 BT1608'RECOVERED BUT NO CHECK OF DISTANCE OR DIRECTION WAS MADE.  REFERENCE
 BT1608'MARK 2, A MONEL RIVET SET IN A CONCRETE POST, WAS SEARCHED FOR BUT
 BT1608'NOT FOUND.
 BT1608'
 BT1608'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN--4.1 MI SE OF
 BT1608'SASSER.
 BT1608
 BT1608                          STATION RECOVERY (1970)
 BT1608
 BT1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BT1608'STATION MARK AND R. M. RECOVERED IN GOOD CONDITION, REFERENCE MARK
 BT1608'NO. 2 (MONEL RIVET) SEARCHED FOR BUT NOT FOUND.  STATION, A STANDARD
 BT1608'DISK SET IN A CONCRETE POST AND STAMPED ARMENA 1917, IS 180 YARDS
 BT1608'WEST OF RAILROAD SWITCH, 28 FEET NORTHWEST OF RAILROAD SWITCH,
 BT1608'33-1/2 FEET EAST OF UTILITY POLE NO. S 52, 7-1/2 FEET
 BT1608'SOUTH-SOUTHWEST OF SOUTHWEST RAIL AND 1 FOOT NORTH OF WITNESS POST.
 BT1608'
 BT1608'REFERENCE MARK 1917 A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BT1608'AND STAMPED ARMENA 1917, IS 66 FEET SOUTHWEST OF A 2 FOOT PIPE
 BT1608'CULVERT, 27 FEET SOUTHWEST OF POWER POLE, 45 FEET SOUTHWEST OF
 BT1608'SOUTHWEST RAIL, 3 FEET SOUTHWEST OF FENCE AND 1 FOOT NORTH OF
 BT1608'WITNESS POST.  THE MARK PROJECTS 12 INCHES.
 BT1608'
 BT1608'DISTANCE FROM ARMENA 1917 TO ARMENA RM 1917 IS 17.041 METERS OR
 BT1608'55.91 FEET.
 BT1608'
 BT1608'ABOUT 4.1 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BT1608'THE STATION AT SASSER, ABOUT 0.45 MILE NORTHWEST OF MILE POST 77.
 BT1608'
 BT1608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.1 MILES SE OF
 BT1608'SASSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0167 ***********************************************************************
 BT0167  DESIGNATION -  ARMENA RM
 BT0167  PID         -  BT0167
 BT0167  STATE/COUNTY-  GA/LEE
 BT0167  USGS QUAD   -  SASSER (1988)
 BT0167
 BT0167                         *CURRENT SURVEY CONTROL
 BT0167  ___________________________________________________________________
 BT0167* NAD 83(1986)-  31 41 02.     (N)    084 17 29.     (W)     SCALED    
 BT0167* NAVD 88     -        79.302  (meters)     260.18   (feet)  ADJUSTED  
 BT0167  ___________________________________________________________________
 BT0167  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BT0167  DYNAMIC HT  -          79.207 (meters)     259.87  (feet)  COMP
 BT0167  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BT0167
 BT0167  VERT ORDER  -  FIRST     CLASS II
 BT0167
 BT0167.The horizontal coordinates were scaled from a topographic map and have
 BT0167.an estimated accuracy of +/- 6 seconds.
 BT0167
 BT0167.The orthometric height was determined by differential leveling
 BT0167.and adjusted by the National Geodetic Survey in June 1991..
 BT0167
 BT0167.The geoid height was determined by GEOID03.
 BT0167
 BT0167.The dynamic height is computed by dividing the NAVD 88
 BT0167.geopotential number by the normal gravity value computed on the
 BT0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0167.degrees latitude (g = 980.6199 gals.).
 BT0167
 BT0167.The modeled gravity was interpolated from observed gravity values.
 BT0167
 BT0167;                    North         East    Units  Estimated Accuracy
 BT0167;SPC GA W     -   186,680.      688,180.      MT  (+/- 180 meters Scaled)
 BT0167
 BT0167                          SUPERSEDED SURVEY CONTROL
 BT0167
 BT0167  NGVD 29 (??/??/92)   79.426  (m)          260.58   (f) ADJ UNCH    1 2
 BT0167
 BT0167.Superseded values are not recommended for survey control.
 BT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0167.See file dsdata.txt to determine how the superseded data were derived.
 BT0167
 BT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA567085(NAD 83)
 BT0167_MARKER: DR = REFERENCE MARK DISK
 BT0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0167_STAMPING: ARMENA 1917
 BT0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0167+STABILITY: SURFACE MOTION
 BT0167
 BT0167  HISTORY     - Date     Condition        Report By
 BT0167  HISTORY     - 1917     MONUMENTED       CGS
 BT0167  HISTORY     - 1957     GOOD             NGS
 BT0167  HISTORY     - 1970     GOOD             NGS
 BT0167
 BT0167                          STATION DESCRIPTION
 BT0167
 BT0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0167'4.1 MI SE FROM SASSER.
 BT0167'ABOUT 4.1 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0167'FROM THE STATION AT SASSER, ABOUT 0.4 MILE NORTHWEST OF A DIRT
 BT0167'ROAD CROSSING, ABOUT 0.45 MILE NORTHWEST OF MILE POST 77, 45 FEET
 BT0167'SOUTHWEST OF SOUTHWEST RAIL, 3 FEET SOUTHWEST OF FENCE LINE, 66
 BT0167'FEET SOUTHWEST OF A 2-FOOT PIPE CULVERT, 27 FEET SOUTHWEST OF
 BT0167'A POWER POLE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0167'12 INCHES.
 BT0167
 BT0167                          STATION RECOVERY (1970)
 BT0167
 BT0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BT0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2354 ***********************************************************************
 DG2354  DESIGNATION -  ARMOUR
 DG2354  PID         -  DG2354
 DG2354  STATE/COUNTY-  GA/FULTON
 DG2354  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2354
 DG2354                         *CURRENT SURVEY CONTROL
 DG2354  ___________________________________________________________________
 DG2354* NAD 83(1994)-  33 48 45.85458(N)    084 22 39.26170(W)     ADJUSTED  
 DG2354* NAVD 88     -       248.792  (meters)     816.25   (feet)  POSTED    
 DG2354  ___________________________________________________________________
 DG2354  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DG2354  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2354  DYNAMIC HT  -         248.520 (meters)     815.35  (feet)  COMP
 DG2354  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DG2354
 DG2354  HORZ ORDER  -  FIRST
 DG2354  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DG2354
 DG2354.The horizontal coordinates were established by classical geodetic methods
 DG2354.and adjusted by the National Geodetic Survey in September 1997..
 DG2354
 DG2354.The orthometric height was determined by differential leveling
 DG2354.and adjusted by the National Geodetic Survey in 1992..
 DG2354.No vertical observational check was made to the station.
 DG2354.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DG2354.was located on a no-check spur therefore a value was not computed.
 DG2354
 DG2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2354
 DG2354.The geoid height was determined by GEOID03.
 DG2354
 DG2354.The dynamic height is computed by dividing the NAVD 88
 DG2354.geopotential number by the normal gravity value computed on the
 DG2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2354.degrees latitude (g = 980.6199 gals.).
 DG2354
 DG2354.The modeled gravity was interpolated from observed gravity values.
 DG2354
 DG2354;                    North         East     Units Scale Factor Converg.
 DG2354;SPC GA W     -   422,754.465   680,474.776   MT  0.99990470   -0 07 02.5
 DG2354;SPC GA W     - 1,386,986.94  2,232,524.33   sFT  0.99990470   -0 07 02.5
 DG2354;UTM  16      - 3,744,485.566   742,738.119   MT  1.00032644   +1 27 36.2
 DG2354
 DG2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2354!SPC GA W     -   0.99996558  x   0.99990470  =   0.99987029
 DG2354!UTM  16      -   0.99996558  x   1.00032644  =   1.00029201
 DG2354
 DG2354|---------------------------------------------------------------------|
 DG2354| PID    Reference Object                     Distance      Geod. Az  |
 DG2354|                                                           dddmmss.s |
 DG2354| DG0063 CLIFF                               375.799 METERS 03324     |
 DG2354| DG2334 ARMOUR A                            105.576 METERS 07726     |
 DG2354| DG2353 WALTER                              383.350 METERS 18121     |
 DG2354| DG2778 PERSHING                            APPROX. 2.3 KM 2030415.2 |
 DG2354| DG0062 ROCK                                462.976 METERS 2714528.2 |
 DG2354|---------------------------------------------------------------------|
 DG2354
 DG2354                          SUPERSEDED SURVEY CONTROL
 DG2354
 DG2354  NAD 83(1986)-  33 48 45.86047(N)    084 22 39.26189(W) AD(       ) 1
 DG2354  NAD 27      -  33 48 45.48400(N)    084 22 39.53100(W) AD(       ) 1
 DG2354  NGVD 29 (07/19/86)  248.72   (m)          816.0    (f) LEVELING    3  
 DG2354
 DG2354.Superseded values are not recommended for survey control.
 DG2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2354.See file dsdata.txt to determine how the superseded data were derived.
 DG2354
 DG2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4273844486(NAD 83)
 DG2354_MARKER: DS = TRIANGULATION STATION DISK
 DG2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2354
 DG2354  HISTORY     - Date     Condition        Report By
 DG2354  HISTORY     - 1927     MONUMENTED       CGS
 DG2354  HISTORY     - 1952     GOOD             CGS
 DG2354  HISTORY     - 1953     GOOD             CGS
 DG2354  HISTORY     - 1959     MARK NOT FOUND   CGS
 DG2354
 DG2354                          STATION DESCRIPTION
 DG2354
 DG2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2354'STATION IS ON THE S END OF THE PREMISES OF THE ARMOUR FERTILIZER
 DG2354'COMPANY AT ARMOUR, ABOUT 50 FEET SW FROM HIGH POWER TRANSFORMER
 DG2354'CAGE.
 DG2354'
 DG2354'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 DG2354'CYLINDER, 5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND
 DG2354'18 INCHES IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF
 DG2354'MARK.
 DG2354'
 DG2354'THE PERMANENT GROUND MARK IS LOCATED UNDER A 125-FOOT STEEL
 DG2354'WATER TANK.  THE TEMPORARY MARK, WHICH WAS OCCUPIED, IS A
 DG2354'3/16-INCH HOLE, WITH A TRIANGLE CHISELED AROUND IT, DRILLED
 DG2354'THROUGH THE STEEL PLATFORM UNDER THE TANK, 0.74 FOOT E FROM
 DG2354'W EDGE OF PLATFORM, 3.3 FEET NE FROM SW CORNER, 4.6 FEET NW FROM
 DG2354'SE CORNER, 3.29 FEET W FROM E EDGE OF PLATFORM.
 DG2354'
 DG2354'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE
 DG2354'BASE OF THE NW LEG OF THE TANK, 9.644 METERS (31.66 FEET)
 DG2354'NW FROM THE STATION.
 DG2354'
 DG2354'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE CYLINDER,
 DG2354'11.306 METERS (37.09 FEET) SW FROM THE STATION.
 DG2354
 DG2354                          STATION RECOVERY (1952)
 DG2354
 DG2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG2354'STATION IS LOCATED ABOUT 4.0 MILES N OF DOWNTOWN FIVE POINTS
 DG2354'IN ATLANTA, APPROXIMATELY 1/4 MILE NW OF THE NEW EXPRESSWAY,
 DG2354'AT THE S END OF THE ARMOUR FERTILIZER CO. PREMISES, ABOUT 60
 DG2354'FEET W-SW OF THE SW CORNER OF A WIRE CAGE AROUND THE POWER
 DG2354'TRANSFORMERS, 4.7 FEET S OF THE CENTRAL FEED PIPE OF A
 DG2354'125-FOOT-HIGH WATER TANK, AND 1 FOOT W OF THE LINE FROM THE MOST S
 DG2354'TO THE MOST N LEG OF THE WATER TANK.  THE STATION MARK IS A
 DG2354'STANDARD TRIANGULATION-STATION DISK, STAMPED ARMOUR
 DG2354'1926 SET IN THE TOP OF A CONCRETE CYLINDER ABOUT 0.5 FOOT
 DG2354'BELOW A CAST-IRON COVER WHICH IS FLUSH WITH THE GROUND.
 DG2354'THE TEMPORARY MARK, WHICH WAS OCCUPIED IN 1927, IS A 3/16-INCH
 DG2354'DRILL HOLE IN THE WALKWAY PLATFORM JUST UNDER THE TANK, 0.74
 DG2354'FOOT E OF THE W EDGE OF THE PLATFORM, 3.3 FEET N OF THE SW
 DG2354'CORNER, AND INSIDE A CHISELED TRIANGLE WHICH IS NOW BARELY
 DG2354'DISCERNABLE THROUGH THE PAINT.
 DG2354'
 DG2354'REFERENCE MARK 1 IS 9.649 METERS OR 31.66 FEET N OF THE STATION,
 DG2354'1.2 FEET SE OF THE NW CORNER OF THE N LEG FOUNDATION (OF THE WATER
 DG2354'TANK) WHICH IS STONE MASONRY ABOUT 4 FEET SQUARE AND ABOUT 4 FEET
 DG2354'ABOVE THE GROUND.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 DG2354'ARMOUR NO 1 1926 AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 DG2354'FOUNDATION.
 DG2354'
 DG2354'REFERENCE MARK 2 WAS ORIGINALLY DESCRIBED AS BEING 37.09
 DG2354'FEET DISTANT.  CONSIDERABLE PROBING AT THAT DISTANCE FAILED TO
 DG2354'FIND ANY EVIDENCE OF THE MARK.
 DG2354
 DG2354                          STATION RECOVERY (1953)
 DG2354
 DG2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG2354'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED BY E.B.L. IN
 DG2354'1952.  THE DESCRIPTION IS ADEQUATE.
 DG2354
 DG2354                          STATION RECOVERY (1959)
 DG2354
 DG2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 DG2354'ONLY R.M. NO. 1 WAS RECOVERED IN THE NOW-REMOVED WATER-TANK
 DG2354'LEG BASE.  AN ACCURATE AZIMUTH WAS NEVER DETERMINED TO THIS
 DG2354'REFERENCE MARK, BUT THE DISTANCE AND GENERAL DIRECTION NW
 DG2354'WAS CHECKED AT THE TIME OF RECOVERY BY THE UNDERSIGNED ON 3
 DG2354'OCTOBER 1952.  CAREFUL CHECKING AT THE SITE WITH THE NOTES
 DG2354'MADE IN 1952 AND THE ORIGINAL DESCRIPTION CONCLUDED THAT THE
 DG2354'MARK HAS BEEN DESTROYED.  THE DOOMED SAID REFERENCE MARK DISK
 DG2354'WAS THEN RECLAIMED ON THIS DATE (12 OCTOBER 1959).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1933 ***********************************************************************
 CM1933  DESIGNATION -  ARMOUR
 CM1933  PID         -  CM1933
 CM1933  STATE/COUNTY-  GA/MUSCOGEE
 CM1933  USGS QUAD   -  COLUMBUS (1983)
 CM1933
 CM1933                         *CURRENT SURVEY CONTROL
 CM1933  ___________________________________________________________________
 CM1933* NAD 83(1994)-  32 25 38.91560(N)    084 55 40.90347(W)     ADJUSTED  
 CM1933* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CM1933  ___________________________________________________________________
 CM1933  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CM1933  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CM1933
 CM1933  HORZ ORDER  -  FIRST
 CM1933
 CM1933.The horizontal coordinates were established by classical geodetic methods
 CM1933.and adjusted by the National Geodetic Survey in September 1997..
 CM1933
 CM1933.The orthometric height was scaled from a topographic map.
 CM1933
 CM1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1933
 CM1933.The geoid height was determined by GEOID03.
 CM1933
 CM1933;                    North         East     Units Scale Factor Converg.
 CM1933;SPC GA W     -   269,370.347   628,398.552   MT  0.99996320   -0 24 29.8
 CM1933;SPC GA W     -   883,759.21  2,061,670.92   sFT  0.99996320   -0 24 29.8
 CM1933;UTM  16      - 3,589,709.223   694,813.491   MT  1.00006803   +1 06 41.1
 CM1933
 CM1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1933!SPC GA W     -   0.99999059  x   0.99996320  =   0.99995379
 CM1933!UTM  16      -   0.99999059  x   1.00006803  =   1.00005862
 CM1933
 CM1933:                Primary Azimuth Mark                     Grid Az
 CM1933:SPC GA W     -  ROTT                                     161 57 49.4
 CM1933:UTM  16      -  ROTT                                     160 26 38.5
 CM1933
 CM1933|---------------------------------------------------------------------|
 CM1933| PID    Reference Object                     Distance      Geod. Az  |
 CM1933|                                                           dddmmss.s |
 CM1933| CM1934 ROTT                                APPROX. 0.7 KM 1613319.6 |
 CM1933| CY8036 ARMOUR RM                            19.270 METERS 30035     |
 CM1933|---------------------------------------------------------------------|
 CM1933
 CM1933                          SUPERSEDED SURVEY CONTROL
 CM1933
 CM1933  NAD 83(1994)-  32 25 38.91885(N)    084 55 40.90183(W) AD(       ) 1
 CM1933  NAD 83(1986)-  32 25 38.92099(N)    084 55 40.90304(W) AD(       ) 1
 CM1933  NAD 27      -  32 25 38.40000(N)    084 55 41.15600(W) AD(       ) 1
 CM1933
 CM1933.Superseded values are not recommended for survey control.
 CM1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1933.See file dsdata.txt to determine how the superseded data were derived.
 CM1933
 CM1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9481389709(NAD 83)
 CM1933_MARKER: DS = TRIANGULATION STATION DISK
 CM1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1933
 CM1933  HISTORY     - Date     Condition        Report By
 CM1933  HISTORY     - 1917     MONUMENTED       CGS
 CM1933
 CM1933                          STATION DESCRIPTION
 CM1933
 CM1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1933'ABOUT 4.8 MILES EAST ON STATE HIGHWAY NO. 26 FROM COLUMBUS, 1/2
 CM1933'MILE NORTH OF MILEPOST 5 (CENTRAL OF GEORGIA RAILWAY), 130 FEET WEST
 CM1933'OF CENTER LINE OF HIGHWAY, ALMOST ON INTERSECTION OF TANGENTS TO
 CM1933'CURVE OF EAST RAIL OF SEABOARD AIR LINE RAILWAY, AND 7.36 METERS
 CM1933'(24.1 FEET) WEST OF WEST RAIL OF CENTRAL OF GEORGIA RAILWAY.
 CM1933'SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1933'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 5.77 METERS
 CM1933'(18.9 FEET) EAST OF EAST RAIL OF MAIN TRACK OF SEABOARD AIR LINE
 CM1933'RAILWAY, 19.27 METERS (63.2 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2334 ***********************************************************************
 DG2334  DESIGNATION -  ARMOUR A
 DG2334  PID         -  DG2334
 DG2334  STATE/COUNTY-  GA/FULTON
 DG2334  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2334
 DG2334                         *CURRENT SURVEY CONTROL
 DG2334  ___________________________________________________________________
 DG2334* NAD 83(1994)-  33 48 46.59988(N)    084 22 35.25494(W)     ADJUSTED  
 DG2334* NAVD 88     -       256.200  (meters)     840.55   (feet)  POSTED    
 DG2334  ___________________________________________________________________
 DG2334  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DG2334  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2334  DYNAMIC HT  -         255.920 (meters)     839.63  (feet)  COMP
 DG2334  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DG2334
 DG2334  HORZ ORDER  -  FIRST
 DG2334  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DG2334
 DG2334.The horizontal coordinates were established by classical geodetic methods
 DG2334.and adjusted by the National Geodetic Survey in September 1997..
 DG2334
 DG2334.The orthometric height was determined by differential leveling
 DG2334.and adjusted by the National Geodetic Survey in 1992..
 DG2334.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DG2334.rate of 2.1 thru 3.0 mm/km.
 DG2334
 DG2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2334
 DG2334.The geoid height was determined by GEOID03.
 DG2334
 DG2334.The dynamic height is computed by dividing the NAVD 88
 DG2334.geopotential number by the normal gravity value computed on the
 DG2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2334.degrees latitude (g = 980.6199 gals.).
 DG2334
 DG2334.The modeled gravity was interpolated from observed gravity values.
 DG2334
 DG2334;                    North         East     Units Scale Factor Converg.
 DG2334;SPC GA W     -   422,777.215   680,577.861   MT  0.99990465   -0 07 00.3
 DG2334;SPC GA W     - 1,387,061.58  2,232,862.53   sFT  0.99990465   -0 07 00.3
 DG2334;UTM  16      - 3,744,511.156   742,840.582   MT  1.00032705   +1 27 38.4
 DG2334
 DG2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2334!SPC GA W     -   0.99996442  x   0.99990465  =   0.99986907
 DG2334!UTM  16      -   0.99996442  x   1.00032705  =   1.00029146
 DG2334
 DG2334:                Primary Azimuth Mark                     Grid Az
 DG2334:SPC GA W     -  WALTER                                   195 32 52.7
 DG2334:UTM  16      -  WALTER                                   193 58 14.0
 DG2334
 DG2334|---------------------------------------------------------------------|
 DG2334| PID    Reference Object                     Distance      Geod. Az  |
 DG2334|                                                           dddmmss.s |
 DG2334| DG2353 WALTER                              421.397 METERS 1952552.4 |
 DG2334| DG2354 ARMOUR                              105.576 METERS 25726     |
 DG2334|---------------------------------------------------------------------|
 DG2334
 DG2334                          SUPERSEDED SURVEY CONTROL
 DG2334
 DG2334  NAD 83(1986)-  33 48 46.60578(N)    084 22 35.25515(W) AD(       ) 1
 DG2334  NAD 27      -  33 48 46.23000(N)    084 22 35.52500(W) AD(       ) 1
 DG2334  NGVD 29 (07/19/86)  256.13   (m)          840.3    (f) LEVELING    3  
 DG2334
 DG2334.Superseded values are not recommended for survey control.
 DG2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2334.See file dsdata.txt to determine how the superseded data were derived.
 DG2334
 DG2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4284144511(NAD 83)
 DG2334_MARKER: B = BOLT
 DG2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2334+STABILITY: SURFACE MOTION
 DG2334
 DG2334  HISTORY     - Date     Condition        Report By
 DG2334  HISTORY     - 1927     MONUMENTED       CGS
 DG2334  HISTORY     - 1952     MARK NOT FOUND   CGS
 DG2334
 DG2334                          STATION DESCRIPTION
 DG2334
 DG2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2334'TRAVERSE STATION AND BENCH MARK ARMOUR A IS LOCATED AT ARMOUR,
 DG2334'ON RAILROAD RIGHT-OF-WAY, BETWEEN SOUTHERN RAILROAD AND
 DG2334'ARMOUR FERTILIZER PLANT, 15.73 FEET E FROM 8-FOOT BOARD FENCE
 DG2334'AROUND ARMOUR FERTILIZER PLANT.  72.13 FEET S FROM RAILROAD
 DG2334'IRON RAIL WHICH IS ABOUT 6 FEET S OF PRIVATE ROAD TO ARMOUR
 DG2334'PLANT.  41.96 FEET W FROM W RAIL OF SOUTHERN RAILROAD.
 DG2334'
 DG2334'STATION MARK IS AN IRON BOLT WITH DRILL HOLE IN TOP, SUNK IN
 DG2334'ROUND CONCRETE DISK 3 FEET DEEP.
 DG2334'
 DG2334'THIS IS A TEMPORARY STATION.
 DG2334
 DG2334                          STATION RECOVERY (1952)
 DG2334
 DG2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG2334'AT THE DESCRIBED LOCATION AS BEST AS COULD BE DETERMINED, THERE
 DG2334'IS NOW A DITCH ABOUT 2 FEET DEEP.  THE BOARD FENCE OF THE
 DG2334'ORIGINAL DESCRIPTION IS SURELY GONE, THE RIGHT-OF-WAY MARKER IS
 DG2334'APPARENTLY REMOVED.  NO EVIDENCE OF THE MARK WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2139 ***********************************************************************
 EE2139  DESIGNATION -  ARMUCHEE
 EE2139  PID         -  EE2139
 EE2139  STATE/COUNTY-  GA/FLOYD
 EE2139  USGS QUAD   -  ARMUCHEE (1968)
 EE2139
 EE2139                         *CURRENT SURVEY CONTROL
 EE2139  ___________________________________________________________________
 EE2139* NAD 83(1994)-  34 25 18.85548(N)    085 11 16.10209(W)     ADJUSTED  
 EE2139* NAVD 88     -       467.7    (meters)    1534.     (feet)  VERTCON   
 EE2139  ___________________________________________________________________
 EE2139  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 EE2139  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EE2139
 EE2139  HORZ ORDER  -  FIRST
 EE2139
 EE2139.The horizontal coordinates were established by classical geodetic methods
 EE2139.and adjusted by the National Geodetic Survey in September 1997..
 EE2139
 EE2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2139
 EE2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2139
 EE2139.The geoid height was determined by GEOID03.
 EE2139
 EE2139;                    North         East     Units Scale Factor Converg.
 EE2139;SPC GA W     -   490,772.089   606,138.783   MT  1.00000856   -0 34 38.2
 EE2139;SPC GA W     - 1,610,141.43  1,988,640.32   sFT  1.00000856   -0 34 38.2
 EE2139;UTM  16      - 3,810,426.508   666,530.366   MT  0.99994184   +1 01 28.7
 EE2139
 EE2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2139!SPC GA W     -   0.99993116  x   1.00000856  =   0.99993971
 EE2139!UTM  16      -   0.99993116  x   0.99994184  =   0.99987300
 EE2139
 EE2139|---------------------------------------------------------------------|
 EE2139| PID    Reference Object                     Distance      Geod. Az  |
 EE2139|                                                           dddmmss.s |
 EE2139| CG5482 ARMUCHEE RM 1                        20.750 METERS 05310     |
 EE2139| EE2119 AIRPORT BCN ROME AIRPORT            APPROX. 8.0 KM 1635843.7 |
 EE2139| CG5484 ARMUCHEE RM 3                                      1742348.9 |
 EE2139| CG5483 ARMUCHEE RM 2                        22.251 METERS 17541     |
 EE2139| EE2220 SUMMERVILLE ATT MICROWAVE           APPROX.11.4 KM 2970711.0 |
 EE2139|---------------------------------------------------------------------|
 EE2139
 EE2139                          SUPERSEDED SURVEY CONTROL
 EE2139
 EE2139  NAD 83(1994)-  34 25 18.85938(N)    085 11 16.10549(W) AD(       ) 1
 EE2139  NAD 83(1986)-  34 25 18.86070(N)    085 11 16.10438(W) AD(       ) 1
 EE2139  NAD 27      -  34 25 18.54158(N)    085 11 16.27960(W) AD(       ) 1
 EE2139  NGVD 29 (07/19/86)  467.7    (m)         1534.     (f) VERT ANG       
 EE2139
 EE2139.Superseded values are not recommended for survey control.
 EE2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2139.See file dsdata.txt to determine how the superseded data were derived.
 EE2139
 EE2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6653010427(NAD 83)
 EE2139_MARKER: DS = TRIANGULATION STATION DISK
 EE2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2139
 EE2139  HISTORY     - Date     Condition        Report By
 EE2139  HISTORY     - 1972     MONUMENTED       NGS
 EE2139
 EE2139                          STATION DESCRIPTION
 EE2139
 EE2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2139'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF ROME, 10 MILES
 EE2139'SOUTHEAST OF SUMMERVILLE, 3.5 MILES NORTH-NORTHWEST OF ARMUCHEE
 EE2139'ON THE HIGHEST POINT OF THE SOUTH END OF JOHNS MOUNTAIN AND ON
 EE2139'THE PROPERTY OF THE CHATTAHOOCHEE NATIONAL FOREST.
 EE2139'
 EE2139'TO REACH THE STATION FROM THE POST OFFICE IN ARMUCHEE, GO NORTH
 EE2139'ON U.S. HIGHWAY 27 FOR 0.8 MILE TO A SIDE ROAD RIGHT.  (STATE
 EE2139'ROUTE 140) CONTINUE AHEAD, NORTHERLY, ON HIGHWAY 27 FOR 0.45 MILE
 EE2139'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON COUNTY
 EE2139'ROUTE 208 FOR 0.45 MILE TO A CROSSROAD AND REFERENCE MARK 3 IN
 EE2139'THE SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE AHEAD,
 EE2139'NORTHERLY, ON ROUTE 208 FOR 0.9 MILE TO A SIDE ROAD RIGHT.
 EE2139'(THIS ROAD LOOKS LIKE A DRIVEWAY LEADING TO AN OLD FRAME HOUSE.)
 EE2139'TURN RIGHT AND GO NORTHEASTERLY ON FOREST SERVICE ROAD 213A,
 EE2139'PASSING TO THE LEFT OF THE HOUSE, FOR 1.4 MILES TO THE END OF
 EE2139'THE ROAD AT THE HIGHEST PART OF THE MOUNTAIN AND THE STATION.
 EE2139'
 EE2139'STATION MARKS ARE STANDARD DISKS STAMPED ARMUCHEE 1972.  THE
 EE2139'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2139'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 EE2139'30 FEET SOUTH OF THE CENTER OF THE ROAD, 24 FEET WEST-NORTHWEST
 EE2139'OF THE CENTER OF THE ROAD, 15 FEET NORTHEAST OF AN OLD SET OF
 EE2139'CONCRETE STEPS AND 6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 EE2139'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 EE2139'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 EE2139'
 EE2139'REFERENCE MARK 1, A STANDARD DISK STAMPED ARMUCHEE NO 1 1972,
 EE2139'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE2139'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 EE2139'EAST-NORTHEAST OF THE METAL WITNESS POST, 20 FEET SOUTHEAST OF
 EE2139'THE CENTER OF A FORK IN THE ROAD, 5 FEET WEST-NORTHWEST OF A 16
 EE2139'INCH HICKORY TREE AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 EE2139'
 EE2139'REFERENCE MARK 2, A STANDARD DISK STAMPED ARMUCHEE NO 2 1972,
 EE2139'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2139'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET SOUTH
 EE2139'OF THE METAL WITNESS POST, 39 FEET NORTHEAST OF AN OLD CONCRETE
 EE2139'WELL CASING THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE, 20
 EE2139'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD AND ABOUT 4 FEET
 EE2139'LOWER THAN THE STATION MARK.
 EE2139'
 EE2139'REFERENCE MARK 3, A STANDARD DISK STAMPED ARMUCHEE NO 3 1972,
 EE2139'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE2139'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET WEST OF
 EE2139'THE CENTER OF COUNTY ROUTE 208, 2.5 FEET SOUTH-SOUTHWEST OF A
 EE2139'TELEPHONE CABLE JUNCTION BOX AND 2 FEET NORTH OF A METAL WITNESS
 EE2139'POST.
 EE2139'
 EE2139'HEIGHT OF LIGHT ABOVE STATION MARK 26.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3108 ***********************************************************************
 DG3108  DESIGNATION -  ARNCO MILLS NORTH TANK
 DG3108  PID         -  DG3108
 DG3108  STATE/COUNTY-  GA/COWETA
 DG3108  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3108
 DG3108                         *CURRENT SURVEY CONTROL
 DG3108  ___________________________________________________________________
 DG3108* NAD 83(1994)-  33 25 04.43244(N)    084 51 19.14446(W)     ADJUSTED  
 DG3108* NAVD 88     -                                                        
 DG3108  ___________________________________________________________________
 DG3108  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DG3108  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3108
 DG3108  HORZ ORDER  -  THIRD
 DG3108
 DG3108.The horizontal coordinates were established by classical geodetic methods
 DG3108.and adjusted by the National Geodetic Survey in September 1997..
 DG3108
 DG3108
 DG3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3108
 DG3108.The geoid height was determined by GEOID03.
 DG3108
 DG3108;                    North         East     Units Scale Factor Converg.
 DG3108;SPC GA W     -   379,157.025   635,954.225   MT  0.99995055   -0 22 45.4
 DG3108;SPC GA W     - 1,243,951.01  2,086,459.82   sFT  0.99995055   -0 22 45.4
 DG3108;UTM  16      - 3,699,672.783   699,415.919   MT  1.00009030   +1 10 53.6
 DG3108
 DG3108                          SUPERSEDED SURVEY CONTROL
 DG3108
 DG3108  NAD 83(1994)-  33 25 04.43592(N)    084 51 19.14428(W) AD(       ) 4
 DG3108  NAD 83(1986)-  33 25 04.43813(N)    084 51 19.14223(W) AD(       ) 4
 DG3108  NAD 27      -  33 25 04.01400(N)    084 51 19.40200(W) AD(       ) 3
 DG3108
 DG3108.Superseded values are not recommended for survey control.
 DG3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3108.See file dsdata.txt to determine how the superseded data were derived.
 DG3108
 DG3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9941699673(NAD 83)
 DG3108_MARKER: 51 = TANK
 DG3108
 DG3108  HISTORY     - Date     Condition        Report By
 DG3108  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3108  HISTORY     - 1973     GOOD             NGS
 DG3108
 DG3108                          STATION DESCRIPTION
 DG3108
 DG3108'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3108'THIS INTERSECTION STATION IS THE CENTER OF THE LARGER AND
 DG3108'MORE NORTHERLY OF TWO SILVER-COLORED WATER TANKS AT THE ARNCO
 DG3108'MILLS, ABOUT 5 MILES NW OF NEWNAN ON STATE HIGHWAY 16.  THIS TANK
 DG3108'IS RIGHT AT THE MILLS AND HAS THE NAME ARNCO MILLS PAINTED
 DG3108'ON ITS SIDE IN BLACK.
 DG3108
 DG3108                          STATION RECOVERY (1973)
 DG3108
 DG3108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG3108'THE STATION IS THE BALL ATOP AND CENTERED OF THE ARNCO MILLS
 DG3108'NORTH WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 DG3108'CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR STEEL
 DG3108'TRUSS-WORK LEGS.  IT IS SILVER IN COLOR, APPROXIMATELY 90 FEET
 DG3108'HIGH AND IS THE MOST NORTHERLY AND LARGER OF TWO WATER TANKS
 DG3108'LOCATED AT THE MILL.
 DG3108'
 DG3108'STATION IS LOCATED 4.3 MILES NORTHWEST OF THE CENTER OF NEWNAN,
 DG3108'0.15 MILE SOUTHWEST OF U.S. ALTERNATE HIGHWAY 27 AND AT THE
 DG3108'ARNCO MILLS PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3109 ***********************************************************************
 DG3109  DESIGNATION -  ARNCO MILLS SOUTH TANK
 DG3109  PID         -  DG3109
 DG3109  STATE/COUNTY-  GA/COWETA
 DG3109  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3109
 DG3109                         *CURRENT SURVEY CONTROL
 DG3109  ___________________________________________________________________
 DG3109* NAD 83(1994)-  33 25 01.63815(N)    084 51 17.29695(W)     ADJUSTED  
 DG3109* NAVD 88     -                                                        
 DG3109  ___________________________________________________________________
 DG3109  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DG3109  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3109
 DG3109  HORZ ORDER  -  THIRD
 DG3109
 DG3109.The horizontal coordinates were established by classical geodetic methods
 DG3109.and adjusted by the National Geodetic Survey in September 1997..
 DG3109
 DG3109
 DG3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3109
 DG3109.The geoid height was determined by GEOID03.
 DG3109
 DG3109;                    North         East     Units Scale Factor Converg.
 DG3109;SPC GA W     -   379,070.626   636,001.385   MT  0.99995048   -0 22 44.4
 DG3109;SPC GA W     - 1,243,667.55  2,086,614.54   sFT  0.99995048   -0 22 44.4
 DG3109;UTM  16      - 3,699,587.690   699,465.421   MT  1.00009054   +1 10 54.5
 DG3109
 DG3109                          SUPERSEDED SURVEY CONTROL
 DG3109
 DG3109  NAD 83(1994)-  33 25 01.64163(N)    084 51 17.29679(W) AD(       ) 4
 DG3109  NAD 83(1986)-  33 25 01.64382(N)    084 51 17.29474(W) AD(       ) 4
 DG3109  NAD 27      -  33 25 01.23300(N)    084 51 17.51000(W) AD(       ) 3
 DG3109
 DG3109.Superseded values are not recommended for survey control.
 DG3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3109.See file dsdata.txt to determine how the superseded data were derived.
 DG3109
 DG3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9946599588(NAD 83)
 DG3109_MARKER: 51 = TANK
 DG3109
 DG3109  HISTORY     - Date     Condition        Report By
 DG3109  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3109  HISTORY     - 1973     GOOD             NGS
 DG3109
 DG3109                          STATION DESCRIPTION
 DG3109
 DG3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3109'THIS INTERSECTION STATION IS THE CENTER OF THE SMALLER AND
 DG3109'MORE SOUTHERLY OF TWO SILVER-COLORED WATER TANKS AT THE ARNCO
 DG3109'MILLS, ABOUT 5 MILES NW OF NEWNAN ON STATE HIGHWAY 16.  THIS
 DG3109'TANK IS ABOUT 100 YARDS S OF THE MILLS ON A SMALL HILL.  IT IS
 DG3109'HIGHER THAN THE OTHER TANK.
 DG3109
 DG3109                          STATION RECOVERY (1973)
 DG3109
 DG3109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG3109'THE STATION IS THE BALL ATOP AND CENTERED OF THE ARNCO MILLS
 DG3109'SOUTH WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 DG3109'CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR STEEL
 DG3109'TRUSS-WORK LEGS.  IT IS SILVER IN COLOR, APPROXIMATELY 90 FEET
 DG3109'HIGH AND IS THE MOST SOUTHERLY AND SMALLER OF TWO WATER TANKS
 DG3109'LOCATED AT THE MILL.
 DG3109'
 DG3109'STATION IS LOCATED 4.2 MILES NORTHWEST OF THE CENTER OF NEWNAN,
 DG3109'0.15 MILE SOUTHWEST OF U.S. ALTERNATE HIGHWAY 27 AND AT THE
 DG3109'ARNCO MILLS PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2788 ***********************************************************************
 CL2788  DESIGNATION -  ARNELL
 CL2788  PID         -  CL2788
 CL2788  STATE/COUNTY-  GA/WHEELER
 CL2788  USGS QUAD   -  LOTHAIR (1971)
 CL2788
 CL2788                         *CURRENT SURVEY CONTROL
 CL2788  ___________________________________________________________________
 CL2788* NAD 83(1994)-  32 15 52.37305(N)    082 42 06.48919(W)     ADJUSTED  
 CL2788* NAVD 88     -        84.20   (+/-2cm)     276.2    (feet)  VERTCON   
 CL2788  ___________________________________________________________________
 CL2788  X           -     685,790.106 (meters)                     COMP
 CL2788  Y           -  -5,354,765.912 (meters)                     COMP
 CL2788  Z           -   3,385,302.929 (meters)                     COMP
 CL2788  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CL2788  ELLIP HEIGHT-          55.36  (meters)          (09/03/97) GPS OBS
 CL2788  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2788
 CL2788  HORZ ORDER  -  FIRST
 CL2788  VERT ORDER  -  THIRD (See Below)
 CL2788  ELLP ORDER  -  FOURTH    CLASS II
 CL2788
 CL2788.The horizontal coordinates were established by GPS observations
 CL2788.and adjusted by the National Geodetic Survey in September 1997..
 CL2788
 CL2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2788.The vertical order pertains to the NGVD 29 superseded value.
 CL2788
 CL2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2788
 CL2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2788
 CL2788.The ellipsoidal height was determined by GPS observations
 CL2788.and is referenced to NAD 83.
 CL2788
 CL2788.The geoid height was determined by GEOID03.
 CL2788
 CL2788;                    North         East     Units Scale Factor Converg.
 CL2788;SPC GA E     -   251,175.121   149,583.782   MT  0.99993133   -0 17 08.4
 CL2788;SPC GA E     -   824,063.71    490,759.46   sFT  0.99993133   -0 17 08.4
 CL2788;UTM  17      - 3,571,030.469   339,708.689   MT  0.99991685   -0 54 31.2
 CL2788
 CL2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2788!SPC GA E     -   0.99999131  x   0.99993133  =   0.99992264
 CL2788!UTM  17      -   0.99999131  x   0.99991685  =   0.99990816
 CL2788
 CL2788|---------------------------------------------------------------------|
 CL2788| PID    Reference Object                     Distance      Geod. Az  |
 CL2788|                                                           dddmmss.s |
 CL2788| CL2911 306 H                                70.291 METERS 00841     |
 CL2788| CL2917 ARNELL AZ MK                        APPROX. 0.7 KM 1695903.7 |
 CL2788|---------------------------------------------------------------------|
 CL2788
 CL2788                          SUPERSEDED SURVEY CONTROL
 CL2788
 CL2788  NAD 83(1986)-  32 15 52.37790(N)    082 42 06.48839(W) AD(       ) 1
 CL2788  NGVD 29 (12/08/88)   84.41   (m)          276.9    (f) LEVELING    3  
 CL2788
 CL2788.Superseded values are not recommended for survey control.
 CL2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2788.See file dsdata.txt to determine how the superseded data were derived.
 CL2788
 CL2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3970971030(NAD 83)
 CL2788_MARKER: DD = SURVEY DISK
 CL2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2788+STABILITY: SURFACE MOTION
 CL2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2788+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1986
 CL2788
 CL2788  HISTORY     - Date     Condition        Report By
 CL2788  HISTORY     - 1985     MONUMENTED       GADT
 CL2788  HISTORY     - 19861202 GOOD
 CL2788
 CL2788                          STATION DESCRIPTION
 CL2788
 CL2788'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2788'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI)
 CL2788'NORTH OF GLENWOOD,
 CL2788'4.8 KM (3.0 MI) SOUTHEAST OF THE LAURENS COUNTY LINE BY ROAD,
 CL2788'3.5 KM (2.2 MI) SOUTH OF THE OCONEE RIVER BRIDGE INTO TREUTLEN
 CL2788'COUNTY.
 CL2788'OWNERSHIP--STATE RIGHT OF WAY.
 CL2788'
 CL2788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2788'ROUTE 19 IN GLENWOOD, GO NORTH ON THE STATE HIGHWAY FOR 2.9 KM
 CL2788'(1.8 MI) TO PAVED COUNTY ROAD 179 ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2788'3.5 KM (2.2 MI) TO THE LANSBURG CHURCH ON THE RIGHT.  CONTINUE AHEAD
 CL2788'FOR 3.2 KM (2.0 MI) TO THE BETHEL CHURCH ON THE LEFT JUST NORTH OF
 CL2788'THE AZIMUTH MARK ON THE RIGHT, AT A FIELD ENTRANCE, ACROSS THE
 CL2788'HIGHWAY FROM COUNTY SAND ROAD 31 JOINING FROM THE WEST.  CONTINUE
 CL2788'AHEAD ON THE STATE ROUTE FOR 0.7 KM (0.45 MI) TO THE STATION ON THE
 CL2788'LEFT ON THE HIGHWAY SIDE OF FARM EQUIPMENT SHEDS BELONGING TO THE
 CL2788'WHITE HOUSE ACROSS THE HIGHWAY.
 CL2788'
 CL2788'THE STATION IS A STANDARD GADT DISK
 CL2788'STAMPED---ARNELL 1985---,
 CL2788'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2788'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 CL2788'34.39 METERS (112.8 FT) SOUTH-SOUTHEAST FROM A TELEPHONE BOX AT A
 CL2788'GATE POST AND FENCE CORNER,
 CL2788'23.71 METERS (77.8 FT) NORTH-NORTHEAST FROM A SHED AND GATE POST,
 CL2788'10.62 METERS (34.8 FT) WEST FROM THE CENTERLINE OF THE STATE ROUTE,
 CL2788'8.45 METERS (27.7 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF AN OLD
 CL2788'FOUNDATION AND
 CL2788'4.56 METERS (15.0 FT) EAST FROM A METAL WITNESS POST AND POWER POLE.
 CL2788'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2788'STAMPED---ARNELL 1985---,
 CL2788'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2788'
 CL2788'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2788'STAMPED---ARNELL 1985 AZ MK---,
 CL2788'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2788'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2788'19.32 METERS (63.4 FT) EAST FROM A STOP SIGN IN A VEE OF COUNTY
 CL2788'SAND ROAD 31,
 CL2788'12.2 METERS (40 FT) SOUTH FROM THE EXTENDED NORTH END OF A WOOD
 CL2788'HOUSE ACROSS THE STATE ROUTE,
 CL2788'11.5 METERS (37.7 FT) EAST FROM THE CENTER OF THE STATE ROUTE,
 CL2788'6.6 METERS (21.8 FT) NORTH FROM THE FIELD ENTRANCE WHICH HAS NO PIPE
 CL2788'CULVERT AND
 CL2788'3.14 METERS (10.3 FT) WEST FROM A METAL WITNESS POST.
 CL2788'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2788'STAMPED---ARNELL 1985 AZ MK---,
 CL2788'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2788'
 CL2788'DESCRIBED BY B. PUTZIGER.
 CL2788
 CL2788                          STATION RECOVERY (1986)
 CL2788
 CL2788'RECOVERED 1986
 CL2788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2917 ***********************************************************************
 CL2917  DESIGNATION -  ARNELL AZ MK
 CL2917  PID         -  CL2917
 CL2917  STATE/COUNTY-  GA/WHEELER
 CL2917  USGS QUAD   -  LOTHAIR (1971)
 CL2917
 CL2917                         *CURRENT SURVEY CONTROL
 CL2917  ___________________________________________________________________
 CL2917* NAD 83(1994)-  32 15 28.94901(N)    082 42 01.62072(W)     ADJUSTED  
 CL2917* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL2917  ___________________________________________________________________
 CL2917  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CL2917  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2917
 CL2917  HORZ ORDER  -  SECOND
 CL2917
 CL2917.The horizontal coordinates were established by classical geodetic methods
 CL2917.and adjusted by the National Geodetic Survey in September 1997..
 CL2917
 CL2917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2917
 CL2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2917
 CL2917.The geoid height was determined by GEOID03.
 CL2917
 CL2917;                    North         East     Units Scale Factor Converg.
 CL2917;SPC GA E     -   250,453.010   149,707.603   MT  0.99993118   -0 17 05.7
 CL2917;SPC GA E     -   821,694.58    491,165.69   sFT  0.99993118   -0 17 05.7
 CL2917;UTM  17      - 3,570,307.065   339,824.651   MT  0.99991639   -0 54 28.0
 CL2917
 CL2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2917!SPC GA E     -   0.99999187  x   0.99993118  =   0.99992305
 CL2917!UTM  17      -   0.99999187  x   0.99991639  =   0.99990826
 CL2917
 CL2917                          SUPERSEDED SURVEY CONTROL
 CL2917
 CL2917  NAD 83(1986)-  32 15 28.95376(N)    082 42 01.62050(W) AD(       ) 2
 CL2917  NGVD 29 (06/19/89)   80.     (m)          262.     (f) VERT ANG       
 CL2917
 CL2917.Superseded values are not recommended for survey control.
 CL2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2917.See file dsdata.txt to determine how the superseded data were derived.
 CL2917
 CL2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3982570307(NAD 83)
 CL2917_MARKER: DD = SURVEY DISK
 CL2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2917+STABILITY: SURFACE MOTION
 CL2917
 CL2917  HISTORY     - Date     Condition        Report By
 CL2917  HISTORY     - 1985     MONUMENTED       GADT
 CL2917
 CL2917                          STATION DESCRIPTION
 CL2917
 CL2917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2917'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI)
 CL2917'NORTH OF GLENWOOD,
 CL2917'5.5 KM (3.45 MI) SOUTHEAST OF THE LAURENS COUNTY LINE BY ROAD
 CL2917'AND
 CL2917'4.2 KM (2.6 MI) SOUTH OF THE OCONEE RIVER BRIDGE INTO TREUTLEN
 CL2917'COUNTY.
 CL2917'OWNERSHIP--STATE RIGHT OF WAY.
 CL2917'
 CL2917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2917'ROUTE 19 IN GLENWOOD, GO NORTH ON THE STATE ROUTE FOR 2.9 KM
 CL2917'(1.8 MI) TO PAVED COUNTY ROAD 179 ON THE RIGHT.  CONTINUE AHEAD FPR
 CL2917'3.5 KM (2.2 MI) TO THE LANSBURG CHURCH ON THE RIGHT.  CONTINUE
 CL2917'AHEAD FOR 3.2 KM (2.0 MI) TO COUNTY SAND ROAD 31 ON THE LEFT AND
 CL2917'THE STATION ON THE RIGHT AT A FIELD ENTRANCE ABOUT 150 METERS SOUTH
 CL2917'SOUTHEAST OF THE BETHEL CHURCH ON THE LEFT.
 CL2917'
 CL2917'THE STATION IS A STANDARD GADT DISK
 CL2917'STAMPED---ARNELL 1985 AZ MK---,
 CL2917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2917'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2917'19.32 METERS (63.4 FT) EAST FROM A STOP SIGN IN A VEE OF COUNTY
 CL2917'SAND ROAD 31,
 CL2917'12.2 METERS (40 FT) SOUTH FROM THE EXTENDED NORTH SIDE OF A WOOD
 CL2917'HOUSE ACROSS THE HIGHWAY,
 CL2917'11.5 METERS (37.7 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CL2917'6.6 METERS (21.8 FT) NORTH FROM THE CENTER OF THE FIELD ROAD WHICH
 CL2917'HAS NO PIPE AND
 CL2917'3.14 METERS (10.3 FT) WEST FROM A METAL WITNESS POST.
 CL2917'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2917'STAMPED---ARNELL 1985 AZ MK---,
 CL2917'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2917'
 CL2917'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2917'
 CL2917'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0582 ***********************************************************************
 CM0582  DESIGNATION -  ARP 1963
 CM0582  PID         -  CM0582
 CM0582  STATE/COUNTY-  GA/MUSCOGEE
 CM0582  USGS QUAD   -  FORTSON (1985)
 CM0582
 CM0582                         *CURRENT SURVEY CONTROL
 CM0582  ___________________________________________________________________
 CM0582* NAD 83(1986)-  32 30 57.     (N)    084 56 36.     (W)     SCALED    
 CM0582* NAVD 88     -       116.312  (meters)     381.60   (feet)  ADJUSTED  
 CM0582  ___________________________________________________________________
 CM0582  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CM0582  DYNAMIC HT  -         116.179 (meters)     381.16  (feet)  COMP
 CM0582  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CM0582
 CM0582  VERT ORDER  -  FIRST     CLASS I
 CM0582
 CM0582.This mark is at Columbus Metropolitan Airport (CSG)
 CM0582
 CM0582.The horizontal coordinates were scaled from a topographic map and have
 CM0582.an estimated accuracy of +/- 6 seconds.
 CM0582
 CM0582.The orthometric height was determined by differential leveling
 CM0582.and adjusted by the National Geodetic Survey in June 1991..
 CM0582
 CM0582.The geoid height was determined by GEOID03.
 CM0582
 CM0582.The dynamic height is computed by dividing the NAVD 88
 CM0582.geopotential number by the normal gravity value computed on the
 CM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0582.degrees latitude (g = 980.6199 gals.).
 CM0582
 CM0582.The modeled gravity was interpolated from observed gravity values.
 CM0582
 CM0582;                    North         East    Units  Estimated Accuracy
 CM0582;SPC GA W     -   279,180.      627,030.      MT  (+/- 180 meters Scaled)
 CM0582
 CM0582                          SUPERSEDED SURVEY CONTROL
 CM0582
 CM0582  NGVD 29 (??/??/92)  116.327  (m)          381.65   (f) ADJ UNCH    1 1
 CM0582
 CM0582.Superseded values are not recommended for survey control.
 CM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0582.See file dsdata.txt to determine how the superseded data were derived.
 CM0582
 CM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA931994(NAD 83)
 CM0582_MARKER: DT = TOPOGRAPHIC STATION DISK
 CM0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0582_SP_SET: MONUMENT
 CM0582_STAMPING: ARP 1963
 CM0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0582
 CM0582  HISTORY     - Date     Condition        Report By
 CM0582  HISTORY     - 1963     MONUMENTED       CGS
 CM0582  HISTORY     - 1968     GOOD             NGS
 CM0582
 CM0582                          STATION DESCRIPTION
 CM0582
 CM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CM0582'AT MUSCOGEE CO AIRPORT.
 CM0582'LOCATED AT MUSCOGEE COUNTY AIRPORT, COLUMBUS GEORGIA.  SET IN A
 CM0582'CONCRETE MONUMENT ALONG SIDE THE EAST EDGE OF THE TAXIWAY LEADING
 CM0582'SOUTH FROM THE TERMINAL BUILDING.  THE MARK IS 2 FEET EAST OF THE
 CM0582'EAST EDGE OF TAXIWAY AND 252 FEET NORTH OF THE Y FORMED BY THE
 CM0582'INTERSECTION OF 3 TAXIWAYS.  STATION IS A STANDARD USC AND GS
 CM0582'TOPOGRAPHIC DISK STAMPED ARP 1963.
 CM0582
 CM0582                          STATION RECOVERY (1968)
 CM0582
 CM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2683 ***********************************************************************
 CL2683  DESIGNATION -  ARP 1963 PTA
 CL2683  PID         -  CL2683
 CL2683  STATE/COUNTY-  GA/BIBB
 CL2683  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2683
 CL2683                         *CURRENT SURVEY CONTROL
 CL2683  ___________________________________________________________________
 CL2683* NAD 83(1994)-  32 41 37.19988(N)    083 38 52.80297(W)     ADJUSTED  
 CL2683* NAVD 88     -       106.2    (meters)     348.     (feet)  VERTCON   
 CL2683  ___________________________________________________________________
 CL2683  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CL2683  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL2683
 CL2683  HORZ ORDER  -  SECOND
 CL2683
 CL2683.This mark is at Middle Ga Reg Airport (MCN)
 CL2683
 CL2683.The horizontal coordinates were established by classical geodetic methods
 CL2683.and adjusted by the National Geodetic Survey in September 1997..
 CL2683
 CL2683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2683
 CL2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2683
 CL2683.The geoid height was determined by GEOID03.
 CL2683
 CL2683;                    North         East     Units Scale Factor Converg.
 CL2683;SPC GA W     -   298,750.778   748,633.212   MT  0.99992915   +0 16 48.6
 CL2683;SPC GA W     -   980,151.51  2,456,140.80   sFT  0.99992915   +0 16 48.6
 CL2683;UTM  17      - 3,620,427.632   251,746.432   MT  1.00036001   -1 25 51.8
 CL2683
 CL2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2683!SPC GA W     -   0.99998758  x   0.99992915  =   0.99991673
 CL2683!UTM  17      -   0.99998758  x   1.00036001  =   1.00034758
 CL2683
 CL2683|---------------------------------------------------------------------|
 CL2683| PID    Reference Object                     Distance      Geod. Az  |
 CL2683|                                                           dddmmss.s |
 CL2683| CL2684 FAA MCN ARP                          12.104 METERS 07442     |
 CL2683| CL2676 WATSON                              APPROX. 5.1 KM 2214347.2 |
 CL2683|---------------------------------------------------------------------|
 CL2683
 CL2683                          SUPERSEDED SURVEY CONTROL
 CL2683
 CL2683  NAD 83(1986)-  32 41 37.20420(N)    083 38 52.80117(W) AD(       ) 2
 CL2683  NAD 27      -  32 41 36.69191(N)    083 38 53.13857(W) AD(       ) 2
 CL2683  NGVD 29 (07/19/86)  106.3    (m)          349.     (f) VERT ANG       
 CL2683
 CL2683.Superseded values are not recommended for survey control.
 CL2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2683.See file dsdata.txt to determine how the superseded data were derived.
 CL2683
 CL2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5174620428(NAD 83)
 CL2683_MARKER: DT = TOPOGRAPHIC STATION DISK
 CL2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2683_STAMPING: ARP 1963
 CL2683_MARK LOGO: CGS   
 CL2683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2683+STABILITY: SURFACE MOTION
 CL2683
 CL2683  HISTORY     - Date     Condition        Report By
 CL2683  HISTORY     - 1963     MONUMENTED       CGS
 CL2683  HISTORY     - 19890630 GOOD             NGS
 CL2683
 CL2683                          STATION DESCRIPTION
 CL2683
 CL2683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CL2683'LOCATED AT THE LEWIS B WILSON AIRPORT, NEAR THE CENTER OF THE LANDING
 CL2683'AREA.  IT IS 939 FT (286.2 M) NORTH OF THE VORTAC BUILDING, 639.65 FT
 CL2683'(194.97 M) SOUTHWEST OF THE 2ND RUNWAY LIGHT WHICH IS ALONG RUNWAY
 CL2683'13-31 AND IS SOUTHEAST OF THE RUNWAY INTERSECTION, 629.75 FT (191.95
 CL2683'M) SOUTH OF THE FIRST RUNWAY LIGHT WHICH IS ALONG RUNWAY 5-23 AND
 CL2683'SOUTHEAST OF THE RUNWAY INTERSECTION AND 478.75 FT (145.92 M)
 CL2683'SOUTHEAST OF THE FOURTH RUNWAY LIGHT WHICH IS ALONG RUNWAY 5-23 AND IS
 CL2683'SOUTHWEST OF THE RUNWAY INTERSECTION.  A STANDARD TOPOGRAPHIC STATION
 CL2683'DISK STAMPED ARP 1963 SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 CL2683'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0955 ***********************************************************************
 DE0955  DESIGNATION -  ARP STA A
 DE0955  PID         -  DE0955
 DE0955  STATE/COUNTY-  GA/RICHMOND
 DE0955  USGS QUAD   -  MECHANIC HILL (1981)
 DE0955
 DE0955                         *CURRENT SURVEY CONTROL
 DE0955  ___________________________________________________________________
 DE0955* NAD 83(1986)-  33 22 30.     (N)    081 58 08.     (W)     SCALED    
 DE0955* NAVD 88     -        42.829  (meters)     140.51   (feet)  ADJUSTED  
 DE0955  ___________________________________________________________________
 DE0955  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DE0955  DYNAMIC HT  -          42.783 (meters)     140.36  (feet)  COMP
 DE0955  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DE0955
 DE0955  VERT ORDER  -  FIRST     CLASS II
 DE0955
 DE0955.This mark is at Bush Field Airport (AGS)
 DE0955
 DE0955.The horizontal coordinates were scaled from a topographic map and have
 DE0955.an estimated accuracy of +/- 6 seconds.
 DE0955
 DE0955.The orthometric height was determined by differential leveling
 DE0955.and adjusted by the National Geodetic Survey in June 1991..
 DE0955
 DE0955.The geoid height was determined by GEOID03.
 DE0955
 DE0955.The dynamic height is computed by dividing the NAVD 88
 DE0955.geopotential number by the normal gravity value computed on the
 DE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0955.degrees latitude (g = 980.6199 gals.).
 DE0955
 DE0955.The modeled gravity was interpolated from observed gravity values.
 DE0955
 DE0955;                    North         East    Units  Estimated Accuracy
 DE0955;SPC GA E     -   374,210.      218,400.      MT  (+/- 180 meters Scaled)
 DE0955
 DE0955                          SUPERSEDED SURVEY CONTROL
 DE0955
 DE0955  NGVD 29 (??/??/92)   43.063  (m)          141.28   (f) ADJ UNCH    1 2
 DE0955
 DE0955.Superseded values are not recommended for survey control.
 DE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0955.See file dsdata.txt to determine how the superseded data were derived.
 DE0955
 DE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS098932(NAD 83)
 DE0955_MARKER: DT = TOPOGRAPHIC STATION DISK
 DE0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE0955_SP_SET: TILE SEWER PIPE
 DE0955_STAMPING: AP 1951 1957 STA A
 DE0955_MARK LOGO: CGS   
 DE0955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0955+STABILITY: SURFACE MOTION
 DE0955
 DE0955  HISTORY     - Date     Condition        Report By
 DE0955  HISTORY     - 1957     MONUMENTED       CGS
 DE0955  HISTORY     - 1968     GOOD             NGS
 DE0955  HISTORY     - 19760101 GOOD             NGS
 DE0955  HISTORY     - 19760115 MARK NOT FOUND   CGS
 DE0955
 DE0955                          STATION DESCRIPTION
 DE0955
 DE0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DE0955'3.7 MI NW FROM NIXON.
 DE0955'STATION WAS RECOVERED AS DESCRIBED.  HOWEVER, THE RUNWAY HAS
 DE0955'BEEN EXTENDED AND THE STATION IS NO LONGER AT THE END OF THE
 DE0955'RUNWAY.  IT IS ON THE E EDGE OF RUNWAY 17-35 WHERE THE N EDGE
 DE0955'OF THE TERMINAL RAMPS N TAXIWAY WOULD INTERSECT THE E EDGE OF
 DE0955'THE RUNWAY.  ABOUT 2.8 MILES NORTHWEST ALONG THE CENTRAL OF
 DE0955'GEORGIA RAILWAY FROM THE CROSSING OF A DIRT ROAD AT NIXON, THENCE
 DE0955'ABOUT 0.45 MILE SOUTHEAST ALONG ENTRANCE ROAD TO BUSH FIELD
 DE0955'TO THE CONTROL TOWER, THENCE ABOUT 0.45 MILE NORTH ALONG THE
 DE0955'NORTH-SOUTH RUNWAY, AT THE NORTHEAST CORNER OF THE NORTH-SOUTH
 DE0955'RUNWAY, 75 FEET EAST OF A RAILROAD SPIKE DRIVEN IN RUNWAY 17-35
 DE0955'(SPIKE IS HIGH POINT OF FIELD), FLUSH AGAINST CORNER OF RUNWAY,
 DE0955'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DE0955
 DE0955                          STATION RECOVERY (1976)
 DE0955
 DE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 DE0955'STATION LOCATED ON E EDGE OF RWY 17/35 WHERE N EDGE OF TERMINAL RAMP
 DE0955'TAXIWAY WOULD INTERSECT E EDGE OF RWY.  MARK IS PARTIALLY COVERED WITH
 DE0955'ASPHALT.  STANDARD CGS TOPO DISK STAMPED AP 1951-1957 STA A, SET IN
 DE0955'CEMENT IN THE CENTER OF A 6 INCH TILE SEWER PIPE FLUSH WITH THE
 DE0955'GROUND.  NOTE-1976-BELIEVED TO BE UNDER 2 INCHES OVERLAY OF PAVEMENT.
 DE0955
 DE0955                          STATION RECOVERY (1976)
 DE0955
 DE0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1976 (JWB)
 DE0955'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED TO BE UNDER A
 DE0955'2 IN OVERLAY OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1597 ***********************************************************************
 CM1597  DESIGNATION -  ARROWHEAD LAKE MUN TANK
 CM1597  PID         -  CM1597
 CM1597  STATE/COUNTY-  GA/UPSON
 CM1597  USGS QUAD   -  THOMASTON (1985)
 CM1597
 CM1597                         *CURRENT SURVEY CONTROL
 CM1597  ___________________________________________________________________
 CM1597* NAD 83(1994)-  32 52 31.61577(N)    084 17 18.76294(W)     ADJUSTED  
 CM1597* NAVD 88     -                                                        
 CM1597  ___________________________________________________________________
 CM1597  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CM1597  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CM1597
 CM1597  HORZ ORDER  -  THIRD
 CM1597
 CM1597.The horizontal coordinates were established by classical geodetic methods
 CM1597.and adjusted by the National Geodetic Survey in September 1997..
 CM1597
 CM1597
 CM1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1597
 CM1597.The geoid height was determined by GEOID03.
 CM1597
 CM1597;                    North         East     Units Scale Factor Converg.
 CM1597;SPC GA W     -   318,796.205   688,595.214   MT  0.99990160   -0 03 58.2
 CM1597;SPC GA W     - 1,045,917.22  2,259,166.13   sFT  0.99990160   -0 03 58.2
 CM1597;UTM  16      - 3,640,739.174   753,687.280   MT  1.00039362   +1 28 21.4
 CM1597
 CM1597                          SUPERSEDED SURVEY CONTROL
 CM1597
 CM1597  NAD 83(1986)-  32 52 31.62145(N)    084 17 18.76198(W) AD(       ) 4
 CM1597  NAD 27      -  32 52 31.14138(N)    084 17 19.05810(W) AD(       ) 3
 CM1597
 CM1597.Superseded values are not recommended for survey control.
 CM1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1597.See file dsdata.txt to determine how the superseded data were derived.
 CM1597
 CM1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5368740739(NAD 83)
 CM1597_MARKER: 53 = ELEVATED TANK
 CM1597
 CM1597  HISTORY     - Date     Condition        Report By
 CM1597  HISTORY     - 1974     FIRST OBSERVED   NGS
 CM1597
 CM1597                          STATION DESCRIPTION
 CM1597
 CM1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CM1597'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE ARROWHEAD
 CM1597'LAKE COMMUNITY MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL
 CM1597'BODY, WITH A HEMISPHERICAL BOTTOM, AND A DOME SHAPED TOP,
 CM1597'SUPPORTED BY FOUR TUBULAR LEGS.  IT IS GREEN IN COLOR, AND
 CM1597'APPROXIMATELY 130 FEET HIGH.
 CM1597'
 CM1597'LOCATED 2.4 MILES EAST-SOUTHEAST OF THE CENTER OF THOMASTON AT
 CM1597'THE ARROWHEAD LAKE COMMUNITY, 87 FEET NORTH OF THE CENTERLINE OF
 CM1597'TRIUNE MILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1548 ***********************************************************************
 BS1548  DESIGNATION -  ARTESIA
 BS1548  PID         -  BS1548
 BS1548  STATE/COUNTY-  GA/WORTH
 BS1548  USGS QUAD   -  ACREE (1988)
 BS1548
 BS1548                         *CURRENT SURVEY CONTROL
 BS1548  ___________________________________________________________________
 BS1548* NAD 83(1994)-  31 32 58.20476(N)    083 57 53.55404(W)     ADJUSTED  
 BS1548* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BS1548  ___________________________________________________________________
 BS1548  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BS1548  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1548
 BS1548  HORZ ORDER  -  FIRST
 BS1548
 BS1548.The horizontal coordinates were established by classical geodetic methods
 BS1548.and adjusted by the National Geodetic Survey in September 1997..
 BS1548
 BS1548.The orthometric height was scaled from a topographic map.
 BS1548
 BS1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1548
 BS1548.The geoid height was determined by GEOID03.
 BS1548
 BS1548;                    North         East     Units Scale Factor Converg.
 BS1548;SPC GA W     -   171,786.920   719,158.565   MT  0.99990453   +0 06 20.1
 BS1548;SPC GA W     -   563,604.25  2,359,439.39   sFT  0.99990453   +0 06 20.1
 BS1548;UTM  17      - 3,494,315.649   218,533.743   MT  1.00057724   -1 33 08.5
 BS1548;UTM  16      - 3,494,498.599   788,137.936   MT  1.00062413   +1 35 21.0
 BS1548
 BS1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1548!SPC GA W     -   0.99999109  x   0.99990453  =   0.99989562
 BS1548!UTM  17      -   0.99999109  x   1.00057724  =   1.00056832
 BS1548!UTM  16      -   0.99999109  x   1.00062413  =   1.00061521
 BS1548
 BS1548:                Primary Azimuth Mark                     Grid Az
 BS1548:SPC GA W     -  WILLINGHAM F                             076 33 04.7
 BS1548:UTM  17      -  WILLINGHAM F                             078 12 33.3
 BS1548:UTM  16      -  WILLINGHAM F                             075 04 03.8
 BS1548
 BS1548|---------------------------------------------------------------------|
 BS1548| PID    Reference Object                     Distance      Geod. Az  |
 BS1548|                                                           dddmmss.s |
 BS1548| BS1101 WILLINGHAM F                        APPROX. 1.3 KM 0763924.8 |
 BS1548| CW3282 ARTESIA RM                           24.450 METERS 10116     |
 BS1548|---------------------------------------------------------------------|
 BS1548
 BS1548                          SUPERSEDED SURVEY CONTROL
 BS1548
 BS1548  NAD 83(1986)-  31 32 58.21227(N)    083 57 53.56246(W) AD(       ) 1
 BS1548  NAD 27      -  31 32 57.57400(N)    083 57 53.91000(W) AD(       ) 1
 BS1548
 BS1548.Superseded values are not recommended for survey control.
 BS1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1548.See file dsdata.txt to determine how the superseded data were derived.
 BS1548
 BS1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1853494316(NAD 83)
 BS1548_MARKER: DS = TRIANGULATION STATION DISK
 BS1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1548
 BS1548  HISTORY     - Date     Condition        Report By
 BS1548  HISTORY     - 1917     MONUMENTED       CGS
 BS1548  HISTORY     - 1935     GOOD             CGS
 BS1548  HISTORY     - 1956     SEE DESCRIPTION  USGS
 BS1548
 BS1548                          STATION DESCRIPTION
 BS1548
 BS1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BS1548'ABOUT 1 MILE NORTH OF ARTESIA DEPOT ON THE ATLANTIC COAST LINE
 BS1548'RAILWAY, AT CURVE IN CUT, AT INTERSECTION OF THE TANGENTS TO
 BS1548'EAST RAIL OF MAIN TRACK, 13.85 METERS (45.4 FEET) WEST OF WEST
 BS1548'RAIL.  REFERENCE MARK, A STANDARD DISK SET IN AN IRREGULAR MASS OF
 BS1548'CONCRETE, IS 8.57 METERS (28.1 FEET)
 BS1548'WEST OF FIRST TELEGRAPH POLE SOUTH OF STATION, AND 24.45
 BS1548'METERS (80.2 FEET) FROM STATION IN GRID AZIMUTH 281 DEG 09 MIN.
 BS1548
 BS1548                          STATION RECOVERY (1956)
 BS1548
 BS1548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BS1548'STATION REPORTED DESTROYED IN JUNE, 1955.  IT IS SET SOLIDLY
 BS1548'IN GROUND, BUT IS PROBABLY DISTURBED, IT DOES NOT APPEAR TO BE
 BS1548'LEVEL.  UNDERGROUND MARK PROBABLY OKAY.
 BS1548'
 BS1548'REFERENCE MARK DEFINITELY DESTROYED.  IT WAS OBSERVED LYING
 BS1548'LOOSE ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1424 ***********************************************************************
 BR1424  DESIGNATION -  ARTESIAN WELL
 BR1424  PID         -  BR1424
 BR1424  STATE/COUNTY-  GA/GLYNN
 BR1424  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR1424
 BR1424                         *CURRENT SURVEY CONTROL
 BR1424  ___________________________________________________________________
 BR1424* NAD 83(1994)-  31 17 13.90230(N)    081 19 36.76572(W)     ADJUSTED  
 BR1424* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BR1424  ___________________________________________________________________
 BR1424  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BR1424  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 BR1424
 BR1424  HORZ ORDER  -  SECOND
 BR1424
 BR1424.The horizontal coordinates were established by classical geodetic methods
 BR1424.and adjusted by the National Geodetic Survey in September 1997..
 BR1424
 BR1424.The orthometric height was scaled from a topographic map.
 BR1424
 BR1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1424
 BR1424.The geoid height was determined by GEOID03.
 BR1424
 BR1424;                    North         East     Units Scale Factor Converg.
 BR1424;SPC GA E     -   142,992.846   279,955.225   MT  0.99997883   +0 26 10.1
 BR1424;SPC GA E     -   469,135.70    918,486.43   sFT  0.99997883   +0 26 10.1
 BR1424;UTM  17      - 3,461,477.162   468,887.951   MT  0.99961194   -0 10 11.1
 BR1424
 BR1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1424!SPC GA E     -   1.00000425  x   0.99997883  =   0.99998308
 BR1424!UTM  17      -   1.00000425  x   0.99961194  =   0.99961618
 BR1424
 BR1424                          SUPERSEDED SURVEY CONTROL
 BR1424
 BR1424  NAD 83(1986)-  31 17 13.91476(N)    081 19 36.76974(W) AD(       ) 2
 BR1424  NAD 27      -  31 17 13.08500(N)    081 19 37.42300(W) AD(       ) 2
 BR1424
 BR1424.Superseded values are not recommended for survey control.
 BR1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1424.See file dsdata.txt to determine how the superseded data were derived.
 BR1424
 BR1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6888861477(NAD 83)
 BR1424
 BR1424  HISTORY     - Date     Condition        Report By
 BR1424  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1424  HISTORY     - 1952     GOOD             CGS
 BR1424  HISTORY     - 1965     GOOD             CGS
 BR1424
 BR1424                          STATION DESCRIPTION
 BR1424
 BR1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1424'STATION WAS RECOVERED.  NO PREVIOUS DESCRIPTION WAS AVAILABLE
 BR1424'AT THE TIME OF RECOVERY.
 BR1424'
 BR1424'STATION IS LOCATED ON THE N END OF ST. SIMONS ISLAND AT
 BR1424'CANNONS POINT.
 BR1424'
 BR1424'TO REACH FROM THE E END OF THE BRIDGE OVER FREDERICA RIVER
 BR1424'TAKE THE LEFT (N) FORK FOR 1.40 MI. TO A CROSSROADS, TURN
 BR1424'LEFT (N) AND PROCEED FOR 4.10 MI. TO A ROAD FORK, BEAR RIGHT
 BR1424'(E) AND PROCEED FOR 3.15 MI. TO Y-INTERSECTION, TURN RIGHT
 BR1424'(E) AND PROCEED FOR 1.10 MI. TO A LOCKED GATE (THE KEY MAY
 BR1424'BE OBTAINED AT TAYLORS FISHING CAMP), PASS THROUGH THE GATE
 BR1424'AND PROCEED FOR 1.75 MI. TO THE STATION.
 BR1424'
 BR1424'STATION IS THE FLOWING ARTESIAN WELL, 35.20 M. SW OF TRAINGULATION
 BR1424'STATION COOPER, AND THE PIPE OF THE WELL PROJECTS 3 FT. ABOVE
 BR1424'THE GROUND.
 BR1424
 BR1424                          STATION RECOVERY (1965)
 BR1424
 BR1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1424'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 BR1424'IN THE 1952 RECOVERY NOTE BY P.T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1021 ***********************************************************************
 BS1021  DESIGNATION -  ASHBURN
 BS1021  PID         -  BS1021
 BS1021  STATE/COUNTY-  GA/TURNER
 BS1021  USGS QUAD   -  ASHBURN (1973)
 BS1021
 BS1021                         *CURRENT SURVEY CONTROL
 BS1021  ___________________________________________________________________
 BS1021* NAD 83(1986)-  31 42 28.     (N)    083 39 10.     (W)     SCALED    
 BS1021* NAVD 88     -       131.125  (meters)     430.20   (feet)  ADJUSTED  
 BS1021  ___________________________________________________________________
 BS1021  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BS1021  DYNAMIC HT  -         130.967 (meters)     429.68  (feet)  COMP
 BS1021  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 BS1021
 BS1021  VERT ORDER  -  SECOND    CLASS 0
 BS1021
 BS1021.The horizontal coordinates were scaled from a topographic map and have
 BS1021.an estimated accuracy of +/- 6 seconds.
 BS1021
 BS1021.The orthometric height was determined by differential leveling
 BS1021.and adjusted by the National Geodetic Survey in June 1991..
 BS1021
 BS1021.The geoid height was determined by GEOID03.
 BS1021
 BS1021.The dynamic height is computed by dividing the NAVD 88
 BS1021.geopotential number by the normal gravity value computed on the
 BS1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1021.degrees latitude (g = 980.6199 gals.).
 BS1021
 BS1021.The modeled gravity was interpolated from observed gravity values.
 BS1021
 BS1021;                    North         East    Units  Estimated Accuracy
 BS1021;SPC GA W     -   189,430.      748,710.      MT  (+/- 180 meters Scaled)
 BS1021
 BS1021                          SUPERSEDED SURVEY CONTROL
 BS1021
 BS1021  NGVD 29 (??/??/92)  131.318  (m)          430.83   (f) ADJ UNCH    2 0
 BS1021
 BS1021.Superseded values are not recommended for survey control.
 BS1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1021.See file dsdata.txt to determine how the superseded data were derived.
 BS1021
 BS1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR485111(NAD 83)
 BS1021_MARKER: DD = SURVEY DISK
 BS1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1021_STAMPING: ASHBURN 1934
 BS1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1021+STABILITY: SURFACE MOTION
 BS1021
 BS1021  HISTORY     - Date     Condition        Report By
 BS1021  HISTORY     - 1934     MONUMENTED       CGS
 BS1021  HISTORY     - 1955     GOOD             USGS
 BS1021  HISTORY     - 20040315 GOOD             GADT
 BS1021
 BS1021                          STATION DESCRIPTION
 BS1021
 BS1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS1021'AT ASHBURN.
 BS1021'AT ASHBURN, TURNER COUNTY, IN THE COUNTY COURTHOUSE SQUARE,
 BS1021'93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE, 18
 BS1021'FEET EAST OF A CURB, AND 15 FEET NORTH OF ANOTHER CURB.  A
 BS1021'STANDARD DISK, STAMPED ASHBURN 1934 AND SET IN THE TOP OF A
 BS1021'CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 BS1021
 BS1021                          STATION RECOVERY (1955)
 BS1021
 BS1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BS1021'RECOVERED IN GOOD CONDITION.
 BS1021
 BS1021                          STATION RECOVERY (2004)
 BS1021
 BS1021'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 BS1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1522 ***********************************************************************
 BS1522  DESIGNATION -  ASHBURN ALUMINUM MUN TANK
 BS1522  PID         -  BS1522
 BS1522  STATE/COUNTY-  GA/TURNER
 BS1522  USGS QUAD   -  ASHBURN (1973)
 BS1522
 BS1522                         *CURRENT SURVEY CONTROL
 BS1522  ___________________________________________________________________
 BS1522* NAD 83(1994)-  31 42 23.22357(N)    083 39 16.90682(W)     ADJUSTED  
 BS1522* NAVD 88     -                                                        
 BS1522  ___________________________________________________________________
 BS1522  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BS1522  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BS1522
 BS1522  HORZ ORDER  -  THIRD
 BS1522
 BS1522.The horizontal coordinates were established by classical geodetic methods
 BS1522.and adjusted by the National Geodetic Survey in September 1997..
 BS1522
 BS1522
 BS1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1522
 BS1522.The geoid height was determined by GEOID03.
 BS1522
 BS1522;                    North         East     Units Scale Factor Converg.
 BS1522;SPC GA W     -   189,284.105   748,526.619   MT  0.99992903   +0 16 08.7
 BS1522;SPC GA W     -   621,009.60  2,455,791.08   sFT  0.99992903   +0 16 08.7
 BS1522;UTM  17      - 3,510,963.327   248,413.557   MT  1.00038072   -1 23 45.4
 BS1522
 BS1522                          SUPERSEDED SURVEY CONTROL
 BS1522
 BS1522  NAD 83(1986)-  31 42 23.23277(N)    083 39 16.90865(W) AD(       ) 4
 BS1522  NAD 27      -  31 42 22.58000(N)    083 39 17.32000(W) AD(       ) 3
 BS1522
 BS1522.Superseded values are not recommended for survey control.
 BS1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1522.See file dsdata.txt to determine how the superseded data were derived.
 BS1522
 BS1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR4841410963(NAD 83)
 BS1522_MARKER: 51 = TANK
 BS1522
 BS1522  HISTORY     - Date     Condition        Report By
 BS1522  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1522  HISTORY     - 1973     GOOD             NGS
 BS1522
 BS1522                          STATION DESCRIPTION
 BS1522
 BS1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1522'BALL ON TOP OF MUNICIPAL WATER SUPPLY TANK AT ASHBURN.
 BS1522
 BS1522                          STATION RECOVERY (1973)
 BS1522
 BS1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 BS1522'STATION IS THE CENTER OF THE ASHBURN MUNICIPAL WATER TANK IN
 BS1522'ASHBURN, GEORGIA.  IT IS WSW OF THE MAIN LINE OF THE SOUTHERN
 BS1522'RAILWAY AND WITHIN THE CONFINES OF THE ASHBURN ROAD MAINTENANCE
 BS1522'YARD.
 BS1522'
 BS1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1522'AT ASHBURN, GA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1523 ***********************************************************************
 BS1523  DESIGNATION -  ASHBURN CTHSE
 BS1523  PID         -  BS1523
 BS1523  STATE/COUNTY-  GA/TURNER
 BS1523  USGS QUAD   -  ASHBURN (1973)
 BS1523
 BS1523                         *CURRENT SURVEY CONTROL
 BS1523  ___________________________________________________________________
 BS1523* NAD 83(1994)-  31 41 35.21769(N)    083 39 11.88836(W)     ADJUSTED  
 BS1523* NAVD 88     -                                                        
 BS1523  ___________________________________________________________________
 BS1523  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BS1523  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BS1523
 BS1523  HORZ ORDER  -  THIRD
 BS1523
 BS1523.The horizontal coordinates were established by classical geodetic methods
 BS1523.and adjusted by the National Geodetic Survey in September 1997..
 BS1523
 BS1523
 BS1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1523
 BS1523.The geoid height was determined by GEOID03.
 BS1523
 BS1523;                    North         East     Units Scale Factor Converg.
 BS1523;SPC GA W     -   187,806.246   748,665.712   MT  0.99992920   +0 16 11.0
 BS1523;SPC GA W     -   616,160.99  2,456,247.42   sFT  0.99992920   +0 16 11.0
 BS1523;UTM  17      - 3,509,481.381   248,509.702   MT  1.00038013   -1 23 40.9
 BS1523
 BS1523                          SUPERSEDED SURVEY CONTROL
 BS1523
 BS1523  NAD 83(1986)-  31 41 35.22784(N)    083 39 11.89063(W) AD(       ) 4
 BS1523  NAD 27      -  31 41 34.57000(N)    083 39 12.28000(W) AD(       ) 3
 BS1523
 BS1523.Superseded values are not recommended for survey control.
 BS1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1523.See file dsdata.txt to determine how the superseded data were derived.
 BS1523
 BS1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR4851009481(NAD 83)
 BS1523_MARKER: 89 = SPIRE
 BS1523
 BS1523  HISTORY     - Date     Condition        Report By
 BS1523  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1523
 BS1523                          STATION DESCRIPTION
 BS1523
 BS1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1523'BALL ON SPIRE OF COURTHOUSE AT ASHBURN.  NO CHECK ON THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5861 ***********************************************************************
 CK5861  DESIGNATION -  ASHES
 CK5861  PID         -  CK5861
 CK5861  STATE/COUNTY-  GA/BRYAN
 CK5861  USGS QUAD   -  LANIER (1976)
 CK5861
 CK5861                         *CURRENT SURVEY CONTROL
 CK5861  ___________________________________________________________________
 CK5861* NAD 83(1994)-  32 13 27.59206(N)    081 37 18.09211(W)     ADJUSTED  
 CK5861* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 CK5861  ___________________________________________________________________
 CK5861  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CK5861  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CK5861
 CK5861  HORZ ORDER  -  FIRST
 CK5861
 CK5861.The horizontal coordinates were established by classical geodetic methods
 CK5861.and adjusted by the National Geodetic Survey in September 1997..
 CK5861
 CK5861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5861
 CK5861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5861
 CK5861.The geoid height was determined by GEOID03.
 CK5861
 CK5861;                    North         East     Units Scale Factor Converg.
 CK5861;SPC GA E     -   246,720.443   251,365.768   MT  0.99993253   +0 17 26.2
 CK5861;SPC GA E     -   809,448.65    824,689.19   sFT  0.99993253   +0 17 26.2
 CK5861;UTM  17      - 3,565,471.018   441,420.769   MT  0.99964232   -0 19 53.5
 CK5861
 CK5861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5861!SPC GA E     -   1.00000003  x   0.99993253  =   0.99993256
 CK5861!UTM  17      -   1.00000003  x   0.99964232  =   0.99964235
 CK5861
 CK5861|---------------------------------------------------------------------|
 CK5861| PID    Reference Object                     Distance      Geod. Az  |
 CK5861|                                                           dddmmss.s |
 CK5861| CK5863 ASHES RM 2                           24.741 METERS 19446     |
 CK5861| CS6423 ASHES RM 1                                         27355     |
 CK5861|---------------------------------------------------------------------|
 CK5861
 CK5861                          SUPERSEDED SURVEY CONTROL
 CK5861
 CK5861  NAD 83(1986)-  32 13 27.59811(N)    081 37 18.09967(W) AD(       ) 1
 CK5861  NGVD 29 (10/08/91)   30.3    (m)           99.     (f) VERT ANG       
 CK5861
 CK5861.Superseded values are not recommended for survey control.
 CK5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5861.See file dsdata.txt to determine how the superseded data were derived.
 CK5861
 CK5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4142165471(NAD 83)
 CK5861_MARKER: DD = SURVEY DISK
 CK5861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5861+STABILITY: SURFACE MOTION
 CK5861
 CK5861  HISTORY     - Date     Condition        Report By
 CK5861  HISTORY     - 1982     MONUMENTED       GADT
 CK5861  HISTORY     - 1982     GOOD             GADT
 CK5861  HISTORY     - 1982     GOOD             GADT
 CK5861
 CK5861                          STATION DESCRIPTION
 CK5861
 CK5861'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5861'THE STATION IS LOCATED APPROXIMATELY 9.75 KM (6.05 MI) NORTH
 CK5861'OF PEMBROKE, 11.9 KM (7.4 MI) SOUTHEAST FROM DENMARK, AND 14.8
 CK5861'KM (9.2 MI) EAST-NORTHEAST FROM GROVELAND.
 CK5861'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5861'
 CK5861'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK5861'STATE ROUTE 46, LOCATED ABOUT 12.55 KM (7.8 MI) NORTHEAST FROM
 CK5861'PEMBROKE, GO WEST ALONG STATE ROUTE 46 FOR 8.7 KM (5.4 MI) TO
 CK5861'THE JUNCTION OF PAVED COUNTY ROAD 91838 CROSSING.  TURN LEFT
 CK5861'GOING SOUTH ALONG COUNTY ROAD 91838 FOR 0.55 KM (0.35 MI) TO THE
 CK5861'CENTER OF A CONCRETE BRIDGE CROSSING INTERSTATE 16 AND THE
 CK5861'AZIMUTH MARK SET IN THE DECK OF THE BRIDGE.  CONTINUE GOING SOUTH
 CK5861'ALONG COUNTY ROAD 91838 FOR 0.65 KM (0.4 MI) TO THE JUNCTION
 CK5861'OF DIRT COUNTY ROAD 305 CROSING AND THE STATION ON THE LEFT.
 CK5861'
 CK5861'THE STATION IS A STANDARD GADT DISK
 CK5861'STAMPED---ASHES 1982---,
 CK5861'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5861'FLUSH WITH GROUND.  IT IS LOCATED
 CK5861'21.06 METERS (69.10 FT) EAST FROM THE CENTERLINE OF PAVED COUNTY
 CK5861'ROAD 91838,
 CK5861'21.34 METERS (70.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5861'305,
 CK5861'32.61 METERS (107.0 FT) SOUTHEAST FROM THE POINT OF INTERSECTION
 CK5861'OF THE CENTERLINES OF COUNTY ROAD 91838 AND COUNTY ROAD 305,
 CK5861'11.52 METERS (37.80 FT) NORTH FROM A RIGHT OF WAY MARKER ON THE
 CK5861'EAST SIDE OF COUNTY ROAD 91838,
 CK5861'35.97 METERS (118.0 FT) NORTH-NORTHEAST FROM  ANOTHER RIGHT OF
 CK5861'WAY MARKER ON THE EAST SIDE OF COUNTY ROAD 91838, AND
 CK5861'0.82 METER (2.7 FT) WEST FROM A METAL WITNESS POST.
 CK5861'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5861'STAMPED---ASHES 1982---,
 CK5861'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5861'
 CK5861'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5861'STAMPED---ASHES NO 1 1982---,
 CK5861'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5861'FLUSH WITH GROUND.  IT IS LOCATED
 CK5861'14.11 METERS (46.30 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD
 CK5861'91838,
 CK5861'22.25 METERS (73.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5861'305,
 CK5861'37.70 METERS (123.7 FT) NORTH FROM A RIGHT OF WAY MARKER ON THE
 CK5861'WEST SIDE OF COUNTY ROAD 91838,
 CK5861'38.19 METERS (125.3 FT) NORTH-NORTHEAST FROM THE OTHER RIGHT OF
 CK5861'WAY MARKER ON THE WEST SIDE OF THE ROAD, AND
 CK5861'0.94 METER (3.1 FT) EAST FROM A METAL WITNESS POST.
 CK5861'MARK IS ABOVE STATION 0.15 METERS.
 CK5861'
 CK5861'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK5861'STAMPED---ASHES NO 2 1982---,
 CK5861'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5861'FLUSH WITH GROUND.  IT IS LOCATED
 CK5861'47.85 METERS (157.0 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5861'305,
 CK5861'14.87 METERS (48.80 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD
 CK5861'91838,
 CK5861'13.38 METERS (43.90 FT) SOUTH-SOUTHWEST FROM THE RIGHT OF WAY
 CK5861'MARKER ON THE EAST SIDE OF THE ROAD,
 CK5861'11.89 METERS (39.00 FT) NORTH-NORTHEAST FROM THE OTHER RIGHT OF
 CK5861'WAY MARKER ON THE EAST SIDE OF THE ROAD, AND
 CK5861'0.76 METER (2.5 FT) WEST FROM A METAL WITNESS POST.
 CK5861'MARK IS LEVEL WITH STATION.
 CK5861'
 CK5861'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5861'STAMPED---ASHES AZ MK 1982---,
 CK5861'SET INTO A 3/4 INCH DRILL HOLE IN THE DECK OF A CONCRETE BRIDGE
 CK5861'AND FLUSH WITH THE SURFACE OF THE BRIDGE.  NO UNDERGROUND MARK
 CK5861'WAS SET.
 CK5861'40.81 METERS (133.9 FT) SOUTH-SOUTHEAST FROM THE JUNCTION OF THE
 CK5861'CENTERLINE OF THE BRIDGE CONCRETE APPROACH SLAB AND THE NORTHWEST
 CK5861'END OF THE BRIDGE ROADWAY DECK,
 CK5861'46.33 METERS (152 FT) SOUTHEAST FROM THE EASTERN CORNER OF THE
 CK5861'WESTERN PARAPET BARRIER END POST,
 CK5861'39.29 METERS (128.9 FT) NORTH-NORTHEAST FROM THE NORTHERN CORNER
 CK5861'OF THE SOUTHERN PARAPET BARRIER END POST,
 CK5861'5.18 METERS (17.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK5861'BRIDGE , AND
 CK5861'1.52 METERS (5 FT) WEST-SOUTHWEST FROM THE EDGE OF THE CURB.
 CK5861'
 CK5861'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 35.0 METERS.
 CK5861'
 CK5861'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK5861'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5861'
 CK5861'DESCRIBED BY G. D. JOHNSON.
 CK5861
 CK5861                          STATION RECOVERY (1982)
 CK5861
 CK5861'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5861'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982
 CK5861'PROJECT G16953, VICINITY OF SAVANNAH-JESUP.
 CK5861
 CK5861                          STATION RECOVERY (1982)
 CK5861
 CK5861'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5861'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 ON PROJECT
 CK5861'G16953, VICINITY OF SAVANNAH-JESUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5862 ***********************************************************************
 CK5862  DESIGNATION -  ASHES AZ MK
 CK5862  PID         -  CK5862
 CK5862  STATE/COUNTY-  GA/BRYAN
 CK5862  USGS QUAD   -  LANIER (1976)
 CK5862
 CK5862                         *CURRENT SURVEY CONTROL
 CK5862  ___________________________________________________________________
 CK5862* NAD 83(1994)-  32 13 48.38683(N)    081 37 25.58326(W)     ADJUSTED  
 CK5862* NAVD 88     -        37.     (meters)     121.     (feet)  VERTCON   
 CK5862  ___________________________________________________________________
 CK5862  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CK5862  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 CK5862
 CK5862  HORZ ORDER  -  SECOND
 CK5862
 CK5862.The horizontal coordinates were established by classical geodetic methods
 CK5862.and adjusted by the National Geodetic Survey in September 1997..
 CK5862
 CK5862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5862
 CK5862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5862
 CK5862.The geoid height was determined by GEOID03.
 CK5862
 CK5862;                    North         East     Units Scale Factor Converg.
 CK5862;SPC GA E     -   247,359.940   251,166.399   MT  0.99993227   +0 17 22.4
 CK5862;SPC GA E     -   811,546.74    824,035.09   sFT  0.99993227   +0 17 22.4
 CK5862;UTM  17      - 3,566,112.456   441,228.412   MT  0.99964259   -0 19 57.7
 CK5862
 CK5862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5862!SPC GA E     -   0.99999897  x   0.99993227  =   0.99993124
 CK5862!UTM  17      -   0.99999897  x   0.99964259  =   0.99964156
 CK5862
 CK5862:                Primary Azimuth Mark                     Grid Az
 CK5862:SPC GA E     -  ASHES                                    162 41 04.7
 CK5862:UTM  17      -  ASHES                                    163 18 24.8
 CK5862
 CK5862|---------------------------------------------------------------------|
 CK5862| PID    Reference Object                     Distance      Geod. Az  |
 CK5862|                                                           dddmmss.s |
 CK5862| CK5861 ASHES                               APPROX. 0.7 KM 1625827.1 |
 CK5862|---------------------------------------------------------------------|
 CK5862
 CK5862                          SUPERSEDED SURVEY CONTROL
 CK5862
 CK5862  NAD 83(1986)-  32 13 48.39257(N)    081 37 25.59112(W) AD(       ) 2
 CK5862  NGVD 29 (10/08/91)   37.     (m)          121.     (f) VERT ANG       
 CK5862
 CK5862.Superseded values are not recommended for survey control.
 CK5862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5862.See file dsdata.txt to determine how the superseded data were derived.
 CK5862
 CK5862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4122866112(NAD 83)
 CK5862_MARKER: DD = SURVEY DISK
 CK5862_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK5862+WITH SETTING: PAVEMENT
 CK5862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5862_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5862+STABILITY: SURFACE MOTION
 CK5862
 CK5862  HISTORY     - Date     Condition        Report By
 CK5862  HISTORY     - 1982     MONUMENTED       GADT
 CK5862  HISTORY     - 1982     GOOD             GADT
 CK5862  HISTORY     - 1982     GOOD             GADT
 CK5862
 CK5862                          STATION DESCRIPTION
 CK5862
 CK5862'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5862'THE STATION IS LOCATED ABOUT 10.55 KM (6.55 MI) NORTH OF PEMBROKE,
 CK5862'11.2 KM (6.95 MI) SOUTHEAST FROM DENMARK , AND 15.05 KM (9.35 MI)
 CK5862'EAST-NORTHEAST FROM GROVELAND.
 CK5862'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5862'
 CK5862'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK5862'STATE ROUTE 46 LOCATED ABOUT 12.55 KM (7.8 MI) NORTHEAST FROM
 CK5862'PEMBROKE, GO WEST ALONG STATE ROUTE 46 FOR 8.7 KM (5.4 MI) TO
 CK5862'THE JUNCTION OF PAVED COUNTY ROAD 91838 CROSSING.  TURN LEFT
 CK5862'GOING SOUTH ALONG COUNTY ROAD 91838 FOR 0.55 KM (0.35 MI) TO
 CK5862'THE CENTER OF A CONCRETE BRIDGE CROSSING INTERSTATE 16 AND THE
 CK5862'STATION SET IN THE DECK OF THE BRIDGE.
 CK5862'
 CK5862'THE STATION IS A STANDARD GADT DISK
 CK5862'STAMPED---ASHES AZ MK 1982---,
 CK5862'SET INTO A 3/4 INCH DRILL HOLE IN THE DECK OF A CONCRETE BRIDGE
 CK5862'AND FLUSH WITH THE SURFACE OF THE BRIDGE.  NO UNDERGROUND MARK WAS
 CK5862'SET.
 CK5862'IT IS LOCATED
 CK5862'40.81 METERS (133.9 FT) SOUTH-SOUTHEAST FROM THE JUNCTION OF
 CK5862'THE CENTER LINE OF THE BRIDGE APPROACH SLAB AND THE NORTHWEST END
 CK5862'OF THE BRIDGE ROADWAY DECK,
 CK5862'46.33 METERS (152 FT) SOUTHEAST FROM THE EASTERN CORNER OF THE
 CK5862'WESTERN PARAPET BARRIER END POST,
 CK5862'39.29 METERS (128.9 FT) NORTH-NORTHEAST FROM THE NORTHERN CORNER
 CK5862'OF THE SOUTHERN PARAPET BARRIER END POST,
 CK5862'5.18 METERS (17 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK5862'BRIDGE, AND
 CK5862'1.52 METERS (5 FT) WEST-SOUTHWEST FROM THE EDGE OF THE CURB.
 CK5862'
 CK5862'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5862'
 CK5862'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK5862'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5862'
 CK5862'DESCRIBED BY G. D. JOHNSON.
 CK5862
 CK5862                          STATION RECOVERY (1982)
 CK5862
 CK5862'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5862'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 PROJECT
 CK5862'G16953, VICINITY OF SAVANNAH-JESUP.
 CK5862
 CK5862                          STATION RECOVERY (1982)
 CK5862
 CK5862'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5862'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 ON PROJECT
 CK5862'G16953, VICINITY OF SAVANNAH-JESUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0122 ***********************************************************************
 CK0122  DESIGNATION -  ASH=K 42
 CK0122  PID         -  CK0122
 CK0122  STATE/COUNTY-  GA/CANDLER
 CK0122  USGS QUAD   -  PULASKI (1978)
 CK0122
 CK0122                         *CURRENT SURVEY CONTROL
 CK0122  ___________________________________________________________________
 CK0122* NAD 83(1994)-  32 23 14.41729(N)    081 56 12.84422(W)     ADJUSTED  
 CK0122* NAVD 88     -        68.423  (meters)     224.48   (feet)  POSTED    
 CK0122  ___________________________________________________________________
 CK0122  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CK0122  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CK0122  DYNAMIC HT  -          68.350 (meters)     224.25  (feet)  COMP
 CK0122  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 CK0122
 CK0122  HORZ ORDER  -  FIRST
 CK0122  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CK0122
 CK0122.The horizontal coordinates were established by classical geodetic methods
 CK0122.and adjusted by the National Geodetic Survey in September 1997..
 CK0122
 CK0122.The orthometric height was determined by differential leveling
 CK0122.and adjusted by the National Geodetic Survey in 1992..
 CK0122.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CK0122.rate of 3.1 thru 4.0 mm/km.
 CK0122
 CK0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0122
 CK0122.The geoid height was determined by GEOID03.
 CK0122
 CK0122.The dynamic height is computed by dividing the NAVD 88
 CK0122.geopotential number by the normal gravity value computed on the
 CK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0122.degrees latitude (g = 980.6199 gals.).
 CK0122
 CK0122.The modeled gravity was interpolated from observed gravity values.
 CK0122
 CK0122;                    North         East     Units Scale Factor Converg.
 CK0122;SPC GA E     -   264,687.790   221,617.358   MT  0.99990576   +0 07 23.1
 CK0122;SPC GA E     -   868,396.52    727,089.62   sFT  0.99990576   +0 07 23.1
 CK0122;UTM  17      - 3,583,756.465   411,877.040   MT  0.99969576   -0 30 06.7
 CK0122
 CK0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0122!SPC GA E     -   0.99999392  x   0.99990576  =   0.99989968
 CK0122!UTM  17      -   0.99999392  x   0.99969576  =   0.99968968
 CK0122
 CK0122:                Primary Azimuth Mark                     Grid Az
 CK0122:SPC GA E     -  MUCK                                     115 50 27.8
 CK0122:UTM  17      -  MUCK                                     116 27 57.6
 CK0122
 CK0122|---------------------------------------------------------------------|
 CK0122| PID    Reference Object                     Distance      Geod. Az  |
 CK0122|                                                           dddmmss.s |
 CK0122| CK0128 MUCK                                APPROX. 2.8 KM 1155750.9 |
 CK0122| CK4456 ASH RM                               16.778 METERS 19332     |
 CK0122| CK0121 LARK=I 42                           277.201 METERS 28816     |
 CK0122|---------------------------------------------------------------------|
 CK0122
 CK0122                          SUPERSEDED SURVEY CONTROL
 CK0122
 CK0122  NAD 83(1986)-  32 23 14.41726(N)    081 56 12.84597(W) AD(       ) 1
 CK0122  NAD 27      -  32 23 13.76800(N)    081 56 13.43000(W) AD(       ) 1
 CK0122  NGVD 29 (07/19/86)   68.7    (m)          225.     (f) VERT ANG       
 CK0122
 CK0122.Superseded values are not recommended for survey control.
 CK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0122.See file dsdata.txt to determine how the superseded data were derived.
 CK0122
 CK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1187783756(NAD 83)
 CK0122_MARKER: DS = TRIANGULATION STATION DISK
 CK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0122_STAMPING: ELEV 225 K 42 ASH 1913
 CK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0122+STABILITY: SURFACE MOTION
 CK0122
 CK0122  HISTORY     - Date     Condition        Report By
 CK0122  HISTORY     - 1918     MONUMENTED       CGS
 CK0122  HISTORY     - 1922     GOOD             CGS
 CK0122  HISTORY     - 1950     GOOD             CGS
 CK0122  HISTORY     - 1962     MARK NOT FOUND   CGS
 CK0122  HISTORY     - 1962     MARK NOT FOUND   NGS
 CK0122
 CK0122                          STATION DESCRIPTION
 CK0122
 CK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CK0122'ABOUT 1-1/8 MILES EAST OF PULASKI DEPOT, ON THE NORTH SIDE OF THE
 CK0122'CENTRAL OF GEORGIA RAILWAY, 492 FEET EAST OF RAILROAD S SIGN, ON
 CK0122'THE BORDER OF A CORN FIELD ABOUT 325 FEET WEST OF A CABIN ACROSS
 CK0122'THE FIELD, 3.778 METERS (12.39 FEET) FROM THE NORTH RAIL,
 CK0122'ON EXTENSION OF EAST TANGENT OF NORTH RAIL.  REFERENCE
 CK0122'MARK=L-42 IS ACROSS TRACK NEAR FENCE, 16.778
 CK0122'METERS (55.05 FEET) FROM STATION IN GRID AZIMUTH
 CK0122'13 DEG 25 MIN.
 CK0122
 CK0122                          STATION RECOVERY (1950)
 CK0122
 CK0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0122'STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED,
 CK0122'EXCEPT THAT THE CABIN IS GONE, AND THE RAILROAD S SIGN HAS
 CK0122'EVIDENTLY BEEN MOVED.  THE REFERENCE MARK WAS RECOVERED BADLY
 CK0122'TILTED WITH THE ARROW POINTING SE WHEREAS THE STATION IS N,
 CK0122'AND EVIDENTLY MOVED, SINCE THE DISTANCE NOW MEASURES 43.5 FEET
 CK0122'AGAINST 55.05 FEET ORIGINALLY.  THE AZIMUTH ORIGINALLY GRID 13
 CK0122'DEG 25 MIN WAS CHECKED WITH MAGNETIC COMPASS AS S. 13 DEG E., SO
 CK0122'THE REFERENCE MARK IS ABOUT THE SAME DIRECTION AS ORIGINALLY.
 CK0122'
 CK0122'STATION IS ABOUT 1.3 MILE E ALONG THE CENTRAL OF GEORGIA
 CK0122'RAILWAY FROM THE MAIN CROSSING IN THE VILLAGE OF PULSKI, ABOUT
 CK0122'575 FEET ESE OF A RAILROAD S SIGN, ABOUT 370 FEET ESE OF A 24-INCH
 CK0122'CAST-IRON CULVERT UNDER THE RAILROAD, ON THE E TANGENT OF THE
 CK0122'N RAIL, 12.4 FEET NNE OF THE SAID RAIL, IN THE MIDDLE OF THE
 CK0122'SLOPE OF A DITCH BANK, AND 0.2 FOOT BELOW THE LEVEL OF THE TOP
 CK0122'OF THE SAID RAIL.
 CK0122'
 CK0122'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  SURFACE
 CK0122'MARK PROJECTS SLIGHTLY ON ONE SIDE AND IS BURIED ON THE
 CK0122'OTHER, AND THE DISK IS STAMPED ASH K 42 1918 ELEV. 225.
 CK0122'
 CK0122'THE REFERENCE MARK IS 43.5 FEET IN MAGNETIC BEARING S. 13 DEG E.
 CK0122'FROM THE STATION AND 22 FEET SSW OF THE S RAIL.  THE MARK IS A
 CK0122'BRONZE REFERENCE DISK SET IN CONCRETE.  IT IS TILTED, IT PROJECTS
 CK0122'2 INCHES, THE ARROW POINTS ABOUT 120 DEG RIGHT OF THE STATION,
 CK0122'AND THE DISK IS STAMPED ASH 1918.
 CK0122
 CK0122                          STATION RECOVERY (1962)
 CK0122
 CK0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CK0122'SEARCHED FOR BUT NOT RECOVERED.
 CK0122
 CK0122                          STATION RECOVERY (1962)
 CK0122
 CK0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CK0122'1.3 MI E FROM PULASKI.
 CK0122'1.3 MILES EAST ALONG THE CENTRAL OF GEORIGA RAILWAY FROM THE
 CK0122'MAIN ROAD CROSSING IN THE VILLAGE OF PULASKI, CANDLER COUNTY, 575
 CK0122'FEET EAST-SOUTHEAST OF A RAILROAD S SIGN, 370 FEET EAST-SOUTHEAST
 CK0122'OF A 24-INCH CAST-IRON CULVERT UNDER THE TRACK, 12.4 FEET
 CK0122'NORTH-NORTHEAST OF THE NORTH RAIL, ON THE EAST TANGENT OF THE
 CK0122'NORTH RAIL, IN THE MIDDLE OF THE SLOPE OF A DITCH BANK, AND 0.2
 CK0122'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 CK0122'TRIANGULATION-STATION DISK, STAMPED ELEV 225 K 42 ASH 1913 AND
 CK0122'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ON ONE SIDE AND
 CK0122'IS COVERED ON THE OTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1600 ***********************************************************************
 BS1600  DESIGNATION -  ASTORIA
 BS1600  PID         -  BS1600
 BS1600  STATE/COUNTY-  GA/WARE
 BS1600  USGS QUAD   -  WAYCROSS EAST (1988)
 BS1600
 BS1600                         *CURRENT SURVEY CONTROL
 BS1600  ___________________________________________________________________
 BS1600* NAD 83(1994)-  31 09 21.11559(N)    082 18 02.85144(W)     ADJUSTED  
 BS1600* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BS1600  ___________________________________________________________________
 BS1600  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BS1600  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BS1600
 BS1600  HORZ ORDER  -  FIRST
 BS1600
 BS1600.The horizontal coordinates were established by classical geodetic methods
 BS1600.and adjusted by the National Geodetic Survey in September 1997..
 BS1600
 BS1600.The orthometric height was scaled from a topographic map.
 BS1600
 BS1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1600
 BS1600.The geoid height was determined by GEOID03.
 BS1600
 BS1600;                    North         East     Units Scale Factor Converg.
 BS1600;SPC GA E     -   128,136.782   187,212.608   MT  0.99990202   -0 04 09.8
 BS1600;SPC GA E     -   420,395.43    614,213.36   sFT  0.99990202   -0 04 09.8
 BS1600;UTM  17      - 3,447,604.176   376,015.960   MT  0.99978961   -0 40 23.1
 BS1600
 BS1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1600!SPC GA E     -   0.99999772  x   0.99990202  =   0.99989974
 BS1600!UTM  17      -   0.99999772  x   0.99978961  =   0.99978733
 BS1600
 BS1600|---------------------------------------------------------------------|
 BS1600| PID    Reference Object                     Distance      Geod. Az  |
 BS1600|                                                           dddmmss.s |
 BS1600| CW4572 ASTORIA RM                           22.970 METERS 03301     |
 BS1600| BS1602 WAYCROSS 1917                       APPROX. 8.1 KM 3130048.5 |
 BS1600|---------------------------------------------------------------------|
 BS1600
 BS1600                          SUPERSEDED SURVEY CONTROL
 BS1600
 BS1600  NAD 83(1986)-  31 09 21.12778(N)    082 18 02.85916(W) AD(       ) 1
 BS1600  NAD 27      -  31 09 20.32900(N)    082 18 03.38600(W) AD(       ) 1
 BS1600
 BS1600.Superseded values are not recommended for survey control.
 BS1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1600.See file dsdata.txt to determine how the superseded data were derived.
 BS1600
 BS1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ7601647604(NAD 83)
 BS1600_MARKER: DS = TRIANGULATION STATION DISK
 BS1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1600
 BS1600  HISTORY     - Date     Condition        Report By
 BS1600  HISTORY     - 1917     MONUMENTED       CGS
 BS1600
 BS1600                          STATION DESCRIPTION
 BS1600
 BS1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BS1600'ABOUT 1/2 MILE NORTH OF STATION ASTORIA, ON RIGHT-OF-WAY OF
 BS1600'ATLANTIC COAST LINE RAILWAY, 132.5 METERS (435 FEET) NORTH OF
 BS1600'THE WHISTLE POST NORTH OF FIRST ROAD CROSSING NORTH OF RAILWAY
 BS1600'STATION, AND 7.04 METERS (23.1 FEET) EAST OF EAST RAIL OF MAIN
 BS1600'TRACK.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 BS1600'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE
 BS1600'MARK (NOT DESCRIBED) IS 2 METERS (7 FEET) WEST OF MOST EASTERN
 BS1600'LINE OF TELEPHONE POLES, AND 22.97 METERS (75.4 FEET) FROM
 BS1600'STATION IN GRID AZIMUTH 213 DEG 05 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0496 ***********************************************************************
 DF0496  DESIGNATION -  ATHENS
 DF0496  PID         -  DF0496
 DF0496  STATE/COUNTY-  GA/CLARKE
 DF0496  USGS QUAD   -  ATHENS WEST (1998)
 DF0496
 DF0496                         *CURRENT SURVEY CONTROL
 DF0496  ___________________________________________________________________
 DF0496* NAD 83(1986)-  33 58 22.     (N)    083 22 54.     (W)     SCALED    
 DF0496* NAVD 88     -       185.499  (meters)     608.59   (feet)  ADJUSTED  
 DF0496  ___________________________________________________________________
 DF0496  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF0496  DYNAMIC HT  -         185.306 (meters)     607.96  (feet)  COMP
 DF0496  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 DF0496
 DF0496  VERT ORDER  -  SECOND    CLASS 0
 DF0496
 DF0496.The horizontal coordinates were scaled from a topographic map and have
 DF0496.an estimated accuracy of +/- 6 seconds.
 DF0496
 DF0496.The orthometric height was determined by differential leveling
 DF0496.and adjusted by the National Geodetic Survey in June 1991..
 DF0496
 DF0496.The geoid height was determined by GEOID03.
 DF0496
 DF0496.The dynamic height is computed by dividing the NAVD 88
 DF0496.geopotential number by the normal gravity value computed on the
 DF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0496.degrees latitude (g = 980.6199 gals.).
 DF0496
 DF0496.The modeled gravity was interpolated from observed gravity values.
 DF0496
 DF0496;                    North         East    Units  Estimated Accuracy
 DF0496;SPC GA W     -   440,760.      772,540.      MT  (+/- 180 meters Scaled)
 DF0496
 DF0496                          SUPERSEDED SURVEY CONTROL
 DF0496
 DF0496  NGVD 29 (??/??/92)  185.557  (m)          608.78   (f) ADJ UNCH    2 0
 DF0496
 DF0496.Superseded values are not recommended for survey control.
 DF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0496.See file dsdata.txt to determine how the superseded data were derived.
 DF0496
 DF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT799616(NAD 83)
 DF0496_MARKER: DB = BENCH MARK DISK
 DF0496_SETTING: 80 = SET IN A BOULDER
 DF0496_STAMPING: ATHENS 1933
 DF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0496+STABILITY: SURFACE MOTION
 DF0496
 DF0496  HISTORY     - Date     Condition        Report By
 DF0496  HISTORY     - 1933     MONUMENTED       CGS
 DF0496  HISTORY     - 1956     MARK NOT FOUND   NGS
 DF0496
 DF0496                          STATION DESCRIPTION
 DF0496
 DF0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DF0496'0.7 MI N FROM ATHENS.
 DF0496'MR. BEACHAM (NOT SURE OF THE SPELLING) THE CITY ENGINEER OF
 DF0496'ATHENS WAS CONTACTED BY TELEPHONE, AND HE SENT A WATER WORKS
 DF0496'EMPLOYEE TO AID IN THE SEARCH BUT TO NO AVAIL.  THE ENGINEER
 DF0496'BELIEVES THE MARK STILL THERE AND UNDISTURBED.  HE STATED THAT IT
 DF0496'WAS IN FRONT OF THE DOOR OF THE OLD WATER WORKS BUILDING WHICH
 DF0496'WAS ABANDONED AND REMOVED A FEW YEARS AFTER THE MARK WAS SET.
 DF0496'THE PRESENT WRITER AND THE MENTIONED WATER WORKS EMPLOYEE COULD
 DF0496'IDENTIFY ONLY SOME TANK FOUNDATIONS AMONG THE OVERGROWN RUINS.
 DF0496'PROBING IN THE HONEYSUCKLE FOUND SEVERAL ROCKS AND BOULDERS BUT
 DF0496'NOT THE MARK.  0.7 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM
 DF0496'THE STATION AT ATHENS, CLARKE COUNTY, ABOUT 1/4 MILE SOUTH OF
 DF0496'MILEPOST 38, 54 FEET EAST OF THE EAST RAIL, 26 FEET NORTH OF THE
 DF0496'SOUTHWEST CORNER OF THE CITY WATER WORKS BUILDING, 20 FEET EAST
 DF0496'OF THE CENTERLINE OF A ROAD, IN THE TOP OF A LARGE BOULDER, AND
 DF0496'ABOUT 15 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DF0496'ATHENS 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2202 ***********************************************************************
 DF2202  DESIGNATION -  ATHENS
 DF2202  PID         -  DF2202
 DF2202  STATE/COUNTY-  GA/CLARKE
 DF2202  USGS QUAD   -  ATHENS WEST (1998)
 DF2202
 DF2202                         *CURRENT SURVEY CONTROL
 DF2202  ___________________________________________________________________
 DF2202* NAD 83(1994)-  33 57 32.02070(N)    083 22 31.31471(W)     ADJUSTED  
 DF2202* NAVD 88     -       185.50   (+/-2cm)     608.6    (feet)  VERTCON   
 DF2202  ___________________________________________________________________
 DF2202  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DF2202  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2202
 DF2202  HORZ ORDER  -  SECOND
 DF2202  VERT ORDER  -  THIRD ? (See Below)
 DF2202
 DF2202.The horizontal coordinates were established by classical geodetic methods
 DF2202.and adjusted by the National Geodetic Survey in September 1997..
 DF2202
 DF2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2202.The vertical order pertains to the NGVD 29 superseded value.
 DF2202
 DF2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2202
 DF2202.The geoid height was determined by GEOID03.
 DF2202
 DF2202;                    North         East     Units Scale Factor Converg.
 DF2202;SPC GA W     -   439,226.766   773,132.978   MT  0.99996591   +0 26 31.3
 DF2202;SPC GA W     - 1,441,029.81  2,536,520.45   sFT  0.99996591   +0 26 31.3
 DF2202;UTM  17      - 3,760,140.687   280,510.742   MT  1.00019392   -1 19 38.7
 DF2202
 DF2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2202!SPC GA W     -   0.99997544  x   0.99996591  =   0.99994135
 DF2202!UTM  17      -   0.99997544  x   1.00019392  =   1.00016936
 DF2202
 DF2202:                Primary Azimuth Mark                     Grid Az
 DF2202:SPC GA W     -  ATHENS AZ MK                             132 05 33.4
 DF2202:UTM  17      -  ATHENS AZ MK                             133 51 43.4
 DF2202
 DF2202|---------------------------------------------------------------------|
 DF2202| PID    Reference Object                     Distance      Geod. Az  |
 DF2202|                                                           dddmmss.s |
 DF2202| DF3222 ATHENS AZ MK                                       1323204.7 |
 DF2202| DF3223 ATHENS RM 1                                        14330     |
 DF2202| DF2204 ATHENS METHODIST CHURCH SPIRE       226.936 METERS 28622     |
 DF2202| DF2205 ATHENS MUNICIPAL TANK               157.824 METERS 30413     |
 DF2202| DF3224 ATHENS RM 2                                        31059     |
 DF2202|---------------------------------------------------------------------|
 DF2202
 DF2202                          SUPERSEDED SURVEY CONTROL
 DF2202
 DF2202  NAD 83(1986)-  33 57 32.02766(N)    083 22 31.31400(W) AD(       ) 2
 DF2202  NAD 27      -  33 57 31.61500(N)    083 22 31.74700(W) AD(       ) 2
 DF2202  NGVD 29 (07/19/86)  185.56   (m)          608.8    (f) LEVELING    3  
 DF2202
 DF2202.Superseded values are not recommended for survey control.
 DF2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2202.See file dsdata.txt to determine how the superseded data were derived.
 DF2202
 DF2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8051160141(NAD 83)
 DF2202_MARKER: DD = SURVEY DISK
 DF2202_SETTING: 0 = UNSPECIFIED SETTING
 DF2202
 DF2202  HISTORY     - Date     Condition        Report By
 DF2202  HISTORY     - 1935     MONUMENTED       GAGS
 DF2202  HISTORY     - 1953     MARK NOT FOUND   CGS
 DF2202
 DF2202                          STATION DESCRIPTION
 DF2202
 DF2202'DESCRIBED BY GEORGIA GEODETIC SURVEY 1935 (MAH)
 DF2202'AT ATHENS, ON ROOF OF PENTHOUSE OF SOUTHERN MUTUAL INSURANCE COMPANY
 DF2202'BUILDING, 10.15 FEET NORTHWEST OF INNER SOUTHEAST CORNER OF COPING
 DF2202'AND 10.01 FEET NORTHEAST OF INNER SOUTHWEST CORNER OF COPING ON
 DF2202'PENTHOUSE ROOF.  STATION IS A STATE SURVEY STANDARD DISK.  REFERENCE
 DF2202'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  AZIMUTH MARK IS
 DF2202'STANDARD DISK IN CONCRETE.  REFERENCE MARK NO. 1 IS ON MAIN ROOF OF
 DF2202'BUILDING, 2.66 FEET NORTHWEST OF INNER SOUTHEAST CORNER OF COPING
 DF2202'AND 64.04 FEET SOUTHEAST OF STATION S 36 DEG 30 MIN E.
 DF2202'NO. 2 IS ON MAIN ROOF OF BUILDING, ABOUT 4 FEET EAST OF WEST
 DF2202'CORNICE, 17.05 FEET SOUTH OF INNER EDGE OF NORTH WALL AND 65.56 FEET
 DF2202'NORTHWEST OF STATION N 49 DEG 01 MIN W.  AZIMUTH MARK IS ON
 DF2202'TOP (EAST END) STEP OF WHITE WAITING ROOM OF CENTRAL OF GEORGIA
 DF2202'RAILWAY STATION AT ATHENS AND 0.25 MILE NE OF STATION S 47 DEG
 DF2202'28 MIN E.  FOLLOWING BEARINGS ARE FROM
 DF2202'STATION--ATHENS, SPIRE, METHODIST CHRUCH, (SEE DESCRIPTION
 DF2202'THEREOF) N 73 DEG 38 MIN W.  ATHENS, MUNICIPAL
 DF2202'ALUMINUM WATER TANK (SEE DESCRIPTION THEREOF) N 55 DEG 47 MIN W.
 DF2202
 DF2202                          STATION RECOVERY (1953)
 DF2202
 DF2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DF2202'THE STATION WAS NOT FOUND AND IS BELIEVED TO BE LOST.  THE CUSTODIAN
 DF2202'OF THE SOUTHERN MUTUAL INSURANCE BUILDING SAID THAT A NEW ROOF HAD
 DF2202'BEEN CONSTRUCTED ON THE PENTHOUSE WHERE THE STATION WAS LOCATED,
 DF2202'AND THAT THERE WAS NO MARK FOUND BEFORE THIS OPERATION WAS
 DF2202'UNDERTAKEN.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DF2202'CONDITION.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 DF2202'DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2206 ***********************************************************************
 DF2206  DESIGNATION -  ATHENS 2
 DF2206  PID         -  DF2206
 DF2206  STATE/COUNTY-  GA/CLARKE
 DF2206  USGS QUAD   -  ATHENS WEST (1998)
 DF2206
 DF2206                         *CURRENT SURVEY CONTROL
 DF2206  ___________________________________________________________________
 DF2206* NAD 83(1994)-  33 57 31.42940(N)    083 22 31.44312(W)     ADJUSTED  
 DF2206* NAVD 88     -       261.9    (meters)     859.     (feet)  VERTCON   
 DF2206  ___________________________________________________________________
 DF2206  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DF2206  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2206
 DF2206  HORZ ORDER  -  FIRST
 DF2206
 DF2206.The horizontal coordinates were established by classical geodetic methods
 DF2206.and adjusted by the National Geodetic Survey in September 1997..
 DF2206
 DF2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2206
 DF2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2206
 DF2206.The geoid height was determined by GEOID03.
 DF2206
 DF2206;                    North         East     Units Scale Factor Converg.
 DF2206;SPC GA W     -   439,208.523   773,129.822   MT  0.99996591   +0 26 31.3
 DF2206;SPC GA W     - 1,440,969.96  2,536,510.09   sFT  0.99996591   +0 26 31.3
 DF2206;UTM  17      - 3,760,122.546   280,507.023   MT  1.00019394   -1 19 38.7
 DF2206
 DF2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2206!SPC GA W     -   0.99996344  x   0.99996591  =   0.99992935
 DF2206!UTM  17      -   0.99996344  x   1.00019394  =   1.00015738
 DF2206
 DF2206|---------------------------------------------------------------------|
 DF2206| PID    Reference Object                     Distance      Geod. Az  |
 DF2206|                                                           dddmmss.s |
 DF2206| DF3220 ATHENS 2 RM 3                         7.322 METERS 05946     |
 DF2206| DF3219 ATHENS 2 AZ MK                                     1303003.2 |
 DF2206| DF2217 ATHENS RAD STA WGAU WNGC MAST       APPROX. 2.9 KM 2274703.2 |
 DF2206| DF2207 ATHENS CITY HALL DOME               137.413 METERS 32028     |
 DF2206| DF2216 ATHENS WESTINGHOUSE TANK            APPROX. 3.1 KM 3271617.2 |
 DF2206| DF3221 ATHENS 2 RM 4                         6.639 METERS 34750     |
 DF2206|---------------------------------------------------------------------|
 DF2206
 DF2206                          SUPERSEDED SURVEY CONTROL
 DF2206
 DF2206  NAD 83(1986)-  33 57 31.43637(N)    083 22 31.44222(W) AD(       ) 1
 DF2206  NAD 27      -  33 57 31.02184(N)    083 22 31.87595(W) AD(       ) 1
 DF2206  NGVD 29 (07/19/86)  262.0    (m)          860.     (f) VERT ANG       
 DF2206
 DF2206.Superseded values are not recommended for survey control.
 DF2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2206.See file dsdata.txt to determine how the superseded data were derived.
 DF2206
 DF2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8050760123(NAD 83)
 DF2206_MARKER: DS = TRIANGULATION STATION DISK
 DF2206_SETTING: 0 = UNSPECIFIED SETTING
 DF2206
 DF2206  HISTORY     - Date     Condition        Report By
 DF2206  HISTORY     - 1975     MONUMENTED       NGS
 DF2206
 DF2206                          STATION DESCRIPTION
 DF2206
 DF2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2206'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE ROOF OF THE
 DF2206'SOUTHERN MUTUAL BUILDING ALONG THE EAST SIDE OF COLLEGE STREET
 DF2206'IN DOWNTOWN ATHENS.
 DF2206'
 DF2206'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2206'AND BROAD AND THOMAS STREETS IN ATHENS, GO SOUTH ON THOMAS STREET
 DF2206'FOR 0.1 MILE TO MITCHELL STREET ON THE LEFT.  TURN LEFT AND GO
 DF2206'SOUTHEAST FOR 0.05 MILE TO THE MARK ON THE LEFT.
 DF2206'
 DF2206'THE STATION MARK IS A STANDARD DISK STAMPED ATHENS 2 1975.  IT
 DF2206'IS CEMENTED WITH APOXY CEMENT, WITH THE SHANK OF THE DISK REMOVED,
 DF2206'FLUSH IN THE TOP OF THE TAR AND GRAVEL ROOF OF THE BUILDING.  IT
 DF2206'IS 14.8 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 DF2206'11.6 FEET EAST OF THE WEST EDGE AND 9.5 FEET NORTH OF THE
 DF2206'SOUTH EDGE OF THE BUILDING.
 DF2206'
 DF2206'REFERENCE MARK 3, A STANDARD DISK STAMPED ATHENS 2 NO 3 1975,
 DF2206'IS CEMENTED FLUSH IN THE TOP OF THE ROOF WITH THE DISK SHANK
 DF2206'REMOVED.  IT IS 16 FEET NORTH OF THE SOUTH EDGE OF THE ROOF AND 5
 DF2206'INCHES SOUTHWEST OF THE EDGE OF A ROOF VENT.
 DF2206'
 DF2206'REFERENCE MARK 4, A STANDARD DISK STAMPED ATHENS 2 NO 4 1975,
 DF2206'IS CEMENTED FLUSH IN THE TOP OF THE ROOF WITH THE DISK SHANK
 DF2206'REMOVED.  IT IS 12.7 FEET EAST OF THE WEST EDGE OF THE ROOF AND 4
 DF2206'INCHES SOUTHWEST OF THE EDGE OF A ROOF VENT.
 DF2206'
 DF2206'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ATHENS
 DF2206'1935 AZI 1935, IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 DF2206'CORNER OF THE TOP STEP AT THE ENTRANCE TO THE SOUTHERN RAILWAY
 DF2206'FREIGHT DEPOT.
 DF2206'
 DF2206'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2210 ***********************************************************************
 DF2210  DESIGNATION -  ATHENS BAXTER ST E MUN TANK
 DF2210  PID         -  DF2210
 DF2210  STATE/COUNTY-  GA/CLARKE
 DF2210  USGS QUAD   -  ATHENS WEST (1998)
 DF2210
 DF2210                         *CURRENT SURVEY CONTROL
 DF2210  ___________________________________________________________________
 DF2210* NAD 83(1994)-  33 57 00.81537(N)    083 23 03.68530(W)     ADJUSTED  
 DF2210* NAVD 88     -                                                        
 DF2210  ___________________________________________________________________
 DF2210  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DF2210  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DF2210
 DF2210  HORZ ORDER  -  THIRD
 DF2210
 DF2210.The horizontal coordinates were established by classical geodetic methods
 DF2210.and adjusted by the National Geodetic Survey in September 1997..
 DF2210
 DF2210
 DF2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2210
 DF2210.The geoid height was determined by GEOID03.
 DF2210
 DF2210;                    North         East     Units Scale Factor Converg.
 DF2210;SPC GA W     -   438,258.968   772,309.256   MT  0.99996443   +0 26 12.9
 DF2210;SPC GA W     - 1,437,854.63  2,533,817.95   sFT  0.99996443   +0 26 12.9
 DF2210;UTM  17      - 3,759,198.565   279,657.335   MT  1.00019855   -1 19 55.7
 DF2210
 DF2210                          SUPERSEDED SURVEY CONTROL
 DF2210
 DF2210  NAD 83(1986)-  33 57 00.82247(N)    083 23 03.68447(W) AD(       ) 4
 DF2210  NAD 27      -  33 57 00.40650(N)    083 23 04.11723(W) AD(       ) 3
 DF2210
 DF2210.Superseded values are not recommended for survey control.
 DF2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2210.See file dsdata.txt to determine how the superseded data were derived.
 DF2210
 DF2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7965759199(NAD 83)
 DF2210_MARKER: 53 = ELEVATED TANK
 DF2210
 DF2210  HISTORY     - Date     Condition        Report By
 DF2210  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2210
 DF2210                          STATION DESCRIPTION
 DF2210
 DF2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2210'THE STATION IS THE BALL ATOP THE ATHENS BAXTER STREET EAST
 DF2210'MUNICIPAL WATER TANK.  IT IS THE EAST ONE OF TWO IDENTICAL
 DF2210'TANKS.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 DF2210'HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT I-BEAM LEGS.  IT IS GREEN
 DF2210'IN COLOR AND APPROXIMATELY 140 FEET HIGH.
 DF2210'
 DF2210'LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF ATHENS, ABOUT
 DF2210'0.9 MILE SOUTHWEST OF THE CENTER OF TOWN, 85 FEET NORTH OF THE
 DF2210'CENTERLINE OF BAXTER STREET, 0.15 MILE EAST OF U.S. HIGHWAY 441 AND
 DF2210'IS 100 FEET EAST OF ATHENS BAXTER STREET WEST MUNICIPAL WATER
 DF2210'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2211 ***********************************************************************
 DF2211  DESIGNATION -  ATHENS BAXTER ST W MUN TANK
 DF2211  PID         -  DF2211
 DF2211  STATE/COUNTY-  GA/CLARKE
 DF2211  USGS QUAD   -  ATHENS WEST (1998)
 DF2211
 DF2211                         *CURRENT SURVEY CONTROL
 DF2211  ___________________________________________________________________
 DF2211* NAD 83(1994)-  33 57 00.54231(N)    083 23 04.70967(W)     ADJUSTED  
 DF2211* NAVD 88     -                                                        
 DF2211  ___________________________________________________________________
 DF2211  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DF2211  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DF2211
 DF2211  HORZ ORDER  -  THIRD
 DF2211
 DF2211.The horizontal coordinates were established by classical geodetic methods
 DF2211.and adjusted by the National Geodetic Survey in September 1997..
 DF2211
 DF2211
 DF2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2211
 DF2211.The geoid height was determined by GEOID03.
 DF2211
 DF2211;                    North         East     Units Scale Factor Converg.
 DF2211;SPC GA W     -   438,250.355   772,283.018   MT  0.99996439   +0 26 12.3
 DF2211;SPC GA W     - 1,437,826.37  2,533,731.87   sFT  0.99996439   +0 26 12.3
 DF2211;UTM  17      - 3,759,190.764   279,630.838   MT  1.00019869   -1 19 56.2
 DF2211
 DF2211                          SUPERSEDED SURVEY CONTROL
 DF2211
 DF2211  NAD 83(1986)-  33 57 00.54941(N)    083 23 04.70883(W) AD(       ) 4
 DF2211  NAD 27      -  33 57 00.13340(N)    083 23 05.14146(W) AD(       ) 3
 DF2211
 DF2211.Superseded values are not recommended for survey control.
 DF2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2211.See file dsdata.txt to determine how the superseded data were derived.
 DF2211
 DF2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7963159191(NAD 83)
 DF2211_MARKER: 53 = ELEVATED TANK
 DF2211
 DF2211  HISTORY     - Date     Condition        Report By
 DF2211  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2211
 DF2211                          STATION DESCRIPTION
 DF2211
 DF2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2211'THE STATION IS THE BALL ATOP THE ATHENS BAXTER STREET WEST
 DF2211'MUNICIPAL WATER TANK.  IT IS THE WEST ONE OF TWO IDENTICAL
 DF2211'TANKS.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 DF2211'HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT I-BEAM LEGS.  IT IS GREEN
 DF2211'IN COLOR AND APPROXIMATELY 140 FEET HIGH.
 DF2211'
 DF2211'LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF ATHENS, ABOUT
 DF2211'0.9 MILE SOUTHWEST OF THE CENTER OF TOWN, 0.15 MILE EAST OF
 DF2211'U.S. HIGHWAY 441, 85 FEET NORTH OF THE CENTERLINE OF BAXTER STREET
 DF2211'AND 100 FEET WEST OF ATHENS BAXTER STREET EAST MUNICIPAL WATER
 DF2211'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2212 ***********************************************************************
 DF2212  DESIGNATION -  ATHENS CABLE TV MAST
 DF2212  PID         -  DF2212
 DF2212  STATE/COUNTY-  GA/CLARKE
 DF2212  USGS QUAD   -  ATHENS WEST (1998)
 DF2212
 DF2212                         *CURRENT SURVEY CONTROL
 DF2212  ___________________________________________________________________
 DF2212* NAD 83(1994)-  33 54 51.53047(N)    083 23 14.13950(W)     ADJUSTED  
 DF2212* NAVD 88     -                                                        
 DF2212  ___________________________________________________________________
 DF2212  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DF2212  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF2212
 DF2212  HORZ ORDER  -  THIRD
 DF2212
 DF2212.The horizontal coordinates were established by classical geodetic methods
 DF2212.and adjusted by the National Geodetic Survey in September 1997..
 DF2212.No horizontal observational check was made to the station.
 DF2212
 DF2212
 DF2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2212
 DF2212.The geoid height was determined by GEOID03.
 DF2212
 DF2212;                    North         East     Units Scale Factor Converg.
 DF2212;SPC GA W     -   434,273.730   772,071.085   MT  0.99996401   +0 26 05.6
 DF2212;SPC GA W     - 1,424,779.73  2,533,036.55   sFT  0.99996401   +0 26 05.6
 DF2212;UTM  17      - 3,755,221.638   279,296.222   MT  1.00020051   -1 19 57.1
 DF2212
 DF2212                          SUPERSEDED SURVEY CONTROL
 DF2212
 DF2212  NAD 83(1986)-  33 54 51.53745(N)    083 23 14.13864(W) AD(       ) 4
 DF2212  NAD 27      -  33 54 51.11436(N)    083 23 14.57090(W) AD(       ) 3
 DF2212
 DF2212.Superseded values are not recommended for survey control.
 DF2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2212.See file dsdata.txt to determine how the superseded data were derived.
 DF2212
 DF2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7929655222(NAD 83)
 DF2212_MARKER: 42 = RADIO/TV MAST
 DF2212
 DF2212  HISTORY     - Date     Condition        Report By
 DF2212  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2212
 DF2212                          STATION DESCRIPTION
 DF2212
 DF2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2212'THE LIBERTY CABLE TELEVISION TOWER IS LOCATED IN THE SOUTHEAST
 DF2212'SECTION OF ATHENS, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF
 DF2212'U.S. HIGHWAY 129 AND 441 AND STATE HIGHWAY 15 AND WILL HUNTER
 DF2212'ROAD.  GO SOUTHEASTERLY ON WILL HUNTER ROAD FOR 0.15 MILES TO A
 DF2212'FORK, TAKE THE LEFT FORK AND CONTINUE EASTERLY ON THE DIRT ROAD
 DF2212'FOR 0.3 MILE TO A DIRT ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY
 DF2212'ON THE DIRT ROAD FOR 0.15 MILES TO THE MAST.
 DF2212'
 DF2212'THE STATION IS THE RED LIGHT ATOP THE SINGLE COLUMN TRIANGULAR
 DF2212'STEEL STRUCTURE WHICH IS PAINTED IN ALTERNATE BAND OF RED AND
 DF2212'WHITE AND HAS AN OVERALL HEIGHT OF 400 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3526 ***********************************************************************
 DF3526  CBN         -  This is a Cooperative Base Network Control Station.
 DF3526  PACS        -  This is a Primary Airport Control Station.
 DF3526  DESIGNATION -  ATHENS CBL 0 CLARKE
 DF3526  PID         -  DF3526
 DF3526  STATE/COUNTY-  GA/CLARKE
 DF3526  USGS QUAD   -  ATHENS EAST (1998)
 DF3526
 DF3526                         *CURRENT SURVEY CONTROL
 DF3526  ___________________________________________________________________
 DF3526* NAD 83(1994)-  33 56 55.87922(N)    083 19 22.90293(W)     ADJUSTED  
 DF3526* NAVD 88     -       243.78   (meters)     799.8    (feet)  GPS OBS   
 DF3526  ___________________________________________________________________
 DF3526  X           -     615,844.659 (meters)                     COMP
 DF3526  Y           -  -5,260,682.264 (meters)                     COMP
 DF3526  Z           -   3,541,861.882 (meters)                     COMP
 DF3526  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DF3526  ELLIP HEIGHT-         214.73  (meters)          (03/09/95) GPS OBS
 DF3526  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF3526
 DF3526  HORZ ORDER  -  B
 DF3526  ELLP ORDER  -  FIRST     CLASS I
 DF3526
 DF3526.This mark is at Athens/ben Epps Airport (AHN)
 DF3526
 DF3526.The horizontal coordinates were established by GPS observations
 DF3526.and adjusted by the National Geodetic Survey in March 1995..
 DF3526
 DF3526.The orthometric height was determined by GPS observations and a
 DF3526.high-resolution geoid model.
 DF3526
 DF3526.GPS derived orthometric heights for airport stations designated as
 DF3526.PACS or SACS are published to 2 decimal places.  This maintains
 DF3526.centimeter relative accuracy between the PACS and SACS.  It does
 DF3526.not indicate centimeter accuracy relative to other marks which are
 DF3526.part of the NAVD 88 network.
 DF3526
 DF3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3526
 DF3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3526
 DF3526.The ellipsoidal height was determined by GPS observations
 DF3526.and is referenced to NAD 83.
 DF3526
 DF3526.The geoid height was determined by GEOID03.
 DF3526
 DF3526;                    North         East     Units Scale Factor Converg.
 DF3526;SPC GA W     -   438,151.811   777,979.273   MT  0.99997494   +0 28 16.2
 DF3526;SPC GA W     - 1,437,503.07  2,552,420.33   sFT  0.99997494   +0 28 16.2
 DF3526;UTM  17      - 3,758,916.364   285,322.552   MT  1.00016816   -1 17 52.1
 DF3526
 DF3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3526!SPC GA W     -   0.99996629  x   0.99997494  =   0.99994123
 DF3526!UTM  17      -   0.99996629  x   1.00016816  =   1.00013445
 DF3526
 DF3526:                Primary Azimuth Mark                     Grid Az
 DF3526:SPC GA W     -  ATHENS CBL 1400 CLARKE                   267 51 00.9
 DF3526:UTM  17      -  ATHENS CBL 1400 CLARKE                   269 37 09.2
 DF3526
 DF3526|---------------------------------------------------------------------|
 DF3526| PID    Reference Object                     Distance      Geod. Az  |
 DF3526|                                                           dddmmss.s |
 DF3526| DF3529 ATHENS CBL 1400 CLARKE              APPROX. 1.4 KM 2681917.1 |
 DF3526| DF3528 ATHENS CBL 800 CLARKE               APPROX. 0.8 KM 2681917.2 |
 DF3526|---------------------------------------------------------------------|
 DF3526
 DF3526                          SUPERSEDED SURVEY CONTROL
 DF3526
 DF3526  NGVD 29 (03/09/95)  243.75   (m)          799.7    (f) LEVELING    3  
 DF3526
 DF3526.Superseded values are not recommended for survey control.
 DF3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3526.See file dsdata.txt to determine how the superseded data were derived.
 DF3526
 DF3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8532358916(NAD 83)
 DF3526_MARKER: DD = SURVEY DISK
 DF3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3526_SP_SET: CONCRETE POST
 DF3526_STAMPING: CLARKE 0
 DF3526_MARK LOGO: NGS   
 DF3526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3526+STABILITY: SURFACE MOTION
 DF3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3526+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 DF3526
 DF3526  HISTORY     - Date     Condition        Report By
 DF3526  HISTORY     - 1978     MONUMENTED       GADT
 DF3526  HISTORY     - 19920416 GOOD             NGS
 DF3526  HISTORY     - 19920416 GOOD             NGS
 DF3526  HISTORY     - 19940406 GOOD             NGS
 DF3526  HISTORY     - 20040903 GOOD             INDIV
 DF3526
 DF3526                          STATION DESCRIPTION
 DF3526
 DF3526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DF3526'MARK IS A COMPONENT OF THE ATHENS CALIBRATION BASE LINE, LOCATED ABOUT
 DF3526'4.5 KM (2.8 MI) EAST OF ATHENS, ALONG THE SOUTH EDGE OF RUNWAY 09-27
 DF3526'AT THE ATHENS/BEN EPPS AIRPORT.  NOTE - FOR PERMISSION TO ENTER
 DF3526'AIRPORT PROPERTY CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN
 DF3526'EPPS DRIVE, ATHENS, GA 30605.  TELEPHONE (404) 354-2916.
 DF3526'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND U.S. HIGHWAY 78
 DF3526'BUSINESS, LOCATED ON THE EAST SIDE OF ATHENS, GO EAST ON U.S. HIGHWAY
 DF3526'78/STATE HIGHWAY 10 (LEXINGTON ROAD) FOR 0.5 KM (0.3 MI) TO THE
 DF3526'INTERSECTION OF WINTERVILLE ROAD ON THE LEFT.  TURN LEFT AND GO
 DF3526'NORTHERLY FOR 1.5 KM (0.9 MI) TO THE Y-INTERSECTION OF SPRING VALLEY
 DF3526'ROAD ON THE LEFT.  CONTINUE AHEAD EASTERLY ON WINTERVILLE ROAD FOR
 DF3526'1.5 KM (0.9 MI) TO THE INTERSECTION OF BEN EPPS DRIVE ON THE RIGHT.
 DF3526'TURN RIGHT AND GO SOUTHERLY FOR 0.45 KM (0.28 MI) TO A PARKING AREA
 DF3526'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY THROUGH THE PARKING AREA
 DF3526'FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE AND A CONTROLLED GATE
 DF3526'LEADING TO THE AIRPORT APRON.  PASS THROUGH THE GATE AND GO
 DF3526'SOUTHEASTERLY ACROSS THE APRON AND ONTO A TAXIWAY AND ACROSS RUNWAY
 DF3526'09-27 FOR 0.5 KM (0.3 MI) TO THE MARK IN THE SOUTHWEST QUADRANT OF
 DF3526'THE INTERSECTION OF RUNWAYS 09-27 AND 02-20.
 DF3526'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 DF3526'RECESSED 2.5 CM (1 IN) BELOW GROUND SURFACE.  IT IS 32.4 M
 DF3526'(106.3 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27, 15.4 M (50.5 FT)
 DF3526'NORTHWEST OF THE WESTERN EDGE OF A TAXIWAY AND 12.3 M (40.4 FT)
 DF3526'SOUTHWEST OF THE SOUTHWEST CORNER OF A LIGHTED SIGN FOR RUNWAY 09-27.
 DF3526'FOR MORE INFORMATION CONTACT MR. ROGER LONDON, GEORGIA DEPARTMENT OF
 DF3526'TRANSPORTATION, U.S. HIGHWAY 129 SOUTH, GAINESVILLE, GA 30501.
 DF3526'TELEPHONE (404) 532-5501.  OR CONTACT MR. JEFFERY OLSEN, GEORGIA
 DF3526'DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100
 DF3526'PEACHTREE STREET, ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 DF3526
 DF3526                          STATION RECOVERY (1992)
 DF3526
 DF3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 DF3526'MARK IS A COMPONENT OF THE ATHENS CALIBRATION BASE LINE, LOCATED ABOUT
 DF3526'4.5 KM (2.8 MI) EAST OF ATHENS, ALONG THE SOUTH EDGE OF RUNWAY 09-27
 DF3526'AT THE ATHENS/BEN EPPS AIRPORT.  NOTE - FOR PERMISSION TO ENTER
 DF3526'AIRPORT PROPERTY CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN
 DF3526'EPPS DRIVE, ATHENS, GA 30605. TO REACH FROM THE JUNCTION OF U.S.
 DF3526'HIGHWAY 78 AND U.S. HIGHWAY 78 BUSINESS, LOCATED ON THE EAST SIDE OF
 DF3526'ATHENS, GO EAST ON U.S. HIGHWAY 78/STATE HIGHWAY 10 (LEXINGTON ROAD)
 DF3526'FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF WINTERVILLE ROAD ON THE
 DF3526'LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.5 KM (0.9 MI) TO THE
 DF3526'Y-INTERSECTION OF SPRING VALLEY ROAD ON THE LEFT.  CONTINUE AHEAD
 DF3526'EASTERLY ON WINTERVILLE ROAD FOR 1.5 KM (0.9 MI) TO THE INTERSECTION
 DF3526'OF BEN EPPS DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY FOR 0.45
 DF3526'KM (0.28 MI) TO A PARKING AREA ON THE RIGHT.  TURN RIGHT AND GO
 DF3526'WESTERLY THROUGH THE PARKING AREA FOR 0.2 KM (0.1 MI) TO THE AIRPORT
 DF3526'OFFICE AND A CONTROLLED GATE LEADING TO THE AIRPORT APRON.  PASS
 DF3526'THROUGH THE GATE AND GO SOUTHEASTERLY ACROSS THE APRON AND ONTO A
 DF3526'TAXIWAY AND ACROSS RUNWAY 09-27 FOR 0.5 KM (0.3 MI) TO THE MARK IN THE
 DF3526'SOUTHWEST QUADRANT OF THE INTERSECTION OF RUNWAYS 09-27 AND 02-20.
 DF3526'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 DF3526'RECESSED 2.5 CM (1 IN) BELOW GROUND SURFACE.  IT IS 32.4 M (106.3 FT)
 DF3526'SOUTH OF THE SOUTH EDGE OF RUNWAY 09-27, 15.4 M (50.5 FT) NORTHWEST OF
 DF3526'THE WESTERN EDGE OF A TAXIWAY AND 12.3 M (40.4 FT) SOUTHWEST OF THE
 DF3526'SOUTHWEST CORNER OF A LIGHTED SIGN FOR RUNWAY 09-27. FOR MORE
 DF3526'INFORMATION CONTACT MR. ROGER LONDON, GEORGIA DEPARTMENT OF
 DF3526'TRANSPORTATION, U.S. HIGHWAY 129 SOUTH, GAINESVILLE, GA 30501. CONTACT
 DF3526'MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200
 DF3526'EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303.
 DF3526
 DF3526                          STATION RECOVERY (1994)
 DF3526
 DF3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 DF3526'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM)  SOUTHWEST OF COLBERT,
 DF3526'5.0 MI (8.0 KM)  NORTHWEST OF ARNOLDSVILLE, 4.5  MI (7.2 KM)  EAST OF
 DF3526'ATHENS AT THE ATHENS/BEN EPPS AIRPORT AND NEAR VASI LIGHT JUST
 DF3526'SOUTHEAST OF THE JUCTION OF TAXIWAY B AND RUNWAY 9-27.
 DF3526'OWNERSHIP--CLARK COUNTY, ATHENS/BEN EPPS AIRPORT, TIM BEGGERLY, CRIS
 DF3526'LEWIS OR JOHN COCKLEY, 1010 BENN EPPS DRIVE, ATHENS, GA. 30605. PHONE
 DF3526'(706) 613-3420. PERMISSION FROM AIRPORT OFFICE REQUIRED TO OCCUPY
 DF3526'STATION. TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY
 DF3526'78/STATE ROUTE 10 BYPASS AND BUSNESS ROUTE U.S. HIGHWAY 78 ON THE EAST
 DF3526'SIDE OF ATHENS.  GO SOUTHEAST ON U.S. HIGHWAY 78 (OCONEE STREET) FOR
 DF3526'0.3 MI (0.5 KM)  TO THE JUCTION OF WINTERVILLE ROAD ON THE LEFT,  TURN
 DF3526'LEFT AND GO NORTH ON WINTERVILLE ROAD FOR 1.9 MI (3.1 KM)  TO A PAVED
 DF3526'ROAD RIGHT,  TURN RIGHT AND GO SOUTHEAST ON BEN EPPS DRIVE FOR 0.3 MI
 DF3526'(0.5 KM)  TO THE AIRPORT OFFICE ON RIGHT AND A GATE AHEAD (JUST WEST
 DF3526'OF THE TOWER),  PASS THROUGH GATE AND GO SOUTHEAST ACROSS RAMP THEN
 DF3526'TAXIWAY B FOR 0.25 MI (0.40 KM)  TO THE INTERSECTION OF RUNWAY 9-27,
 DF3526'CONTINUE AHEAD, SOUTHWEST, CROSSING RUNWAY ON TAXIWAY B FOR 0.05 MI
 DF3526'(0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS FLUSH WITH
 DF3526'GROUND LEVEL.  LOCATED 21.6 M (70.9 FT) WEST FROM THE CENTER LINE OF
 DF3526'TAXIWAY B, 12.8 M (42.0 FT)  SOUTHWEST FROM THE WEST END OF THE 9-27
 DF3526'RUNWAY SIGN AND 11.2 M (36.7 FT)  SOUTH FROM THE SOUTHERN MOST OF 2
 DF3526'VASI LIGHTS.
 DF3526
 DF3526                          STATION RECOVERY (2004)
 DF3526
 DF3526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LBS)
 DF3526'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3529 ***********************************************************************
 DF3529  CBN         -  This is a Cooperative Base Network Control Station.
 DF3529  SACS        -  This is a Secondary Airport Control Station.
 DF3529  DESIGNATION -  ATHENS CBL 1400 CLARKE
 DF3529  PID         -  DF3529
 DF3529  STATE/COUNTY-  GA/CLARKE
 DF3529  USGS QUAD   -  ATHENS EAST (1998)
 DF3529
 DF3529                         *CURRENT SURVEY CONTROL
 DF3529  ___________________________________________________________________
 DF3529* NAD 83(1994)-  33 56 54.54487(N)    083 20 17.40202(W)     ADJUSTED  
 DF3529* NAVD 88     -       229.31   (meters)     752.3    (feet)  GPS OBS   
 DF3529  ___________________________________________________________________
 DF3529  X           -     614,455.936 (meters)                     COMP
 DF3529  Y           -  -5,260,855.681 (meters)                     COMP
 DF3529  Z           -   3,541,819.695 (meters)                     COMP
 DF3529  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DF3529  ELLIP HEIGHT-         200.26  (meters)          (03/09/95) GPS OBS
 DF3529  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DF3529
 DF3529  HORZ ORDER  -  B
 DF3529  ELLP ORDER  -  FIFTH     CLASS I
 DF3529
 DF3529.This mark is at Athens/ben Epps Airport (AHN)
 DF3529
 DF3529.The horizontal coordinates were established by GPS observations
 DF3529.and adjusted by the National Geodetic Survey in March 1995..
 DF3529
 DF3529.The orthometric height was determined by GPS observations and a
 DF3529.high-resolution geoid model.
 DF3529
 DF3529.GPS derived orthometric heights for airport stations designated as
 DF3529.PACS or SACS are published to 2 decimal places.  This maintains
 DF3529.centimeter relative accuracy between the PACS and SACS.  It does
 DF3529.not indicate centimeter accuracy relative to other marks which are
 DF3529.part of the NAVD 88 network.
 DF3529
 DF3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3529
 DF3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3529
 DF3529.The ellipsoidal height was determined by GPS observations
 DF3529.and is referenced to NAD 83.
 DF3529
 DF3529.The geoid height was determined by GEOID03.
 DF3529
 DF3529;                    North         East     Units Scale Factor Converg.
 DF3529;SPC GA W     -   438,099.296   776,580.271   MT  0.99997227   +0 27 45.7
 DF3529;SPC GA W     - 1,437,330.77  2,547,830.44   sFT  0.99997227   +0 27 45.7
 DF3529;UTM  17      - 3,758,907.059   283,922.318   MT  1.00017560   -1 18 22.5
 DF3529
 DF3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3529!SPC GA W     -   0.99996856  x   0.99997227  =   0.99994083
 DF3529!UTM  17      -   0.99996856  x   1.00017560  =   1.00014416
 DF3529
 DF3529:                Primary Azimuth Mark                     Grid Az
 DF3529:SPC GA W     -  ATHENS CBL 0 CLARKE                      087 51 01.0
 DF3529:UTM  17      -  ATHENS CBL 0 CLARKE                      089 37 09.2
 DF3529
 DF3529|---------------------------------------------------------------------|
 DF3529| PID    Reference Object                     Distance      Geod. Az  |
 DF3529|                                                           dddmmss.s |
 DF3529| DF3526 ATHENS CBL 0 CLARKE                 APPROX. 1.4 KM 0881846.7 |
 DF3529|---------------------------------------------------------------------|
 DF3529
 DF3529                          SUPERSEDED SURVEY CONTROL
 DF3529
 DF3529  NGVD 29 (03/09/95)  229.23   (m)          752.1    (f) LEVELING    3  
 DF3529
 DF3529.Superseded values are not recommended for survey control.
 DF3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3529.See file dsdata.txt to determine how the superseded data were derived.
 DF3529
 DF3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8392258907(NAD 83)
 DF3529_MARKER: DD = SURVEY DISK
 DF3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3529_SP_SET: CONCRETE POST
 DF3529_STAMPING: CLARKE 1400
 DF3529_MARK LOGO: NGS   
 DF3529_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3529+STABILITY: SURFACE MOTION
 DF3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3529+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1994
 DF3529
 DF3529  HISTORY     - Date     Condition        Report By
 DF3529  HISTORY     - 1978     MONUMENTED       GADT
 DF3529  HISTORY     - 19920416 GOOD             NGS
 DF3529  HISTORY     - 19920416 GOOD             NGS
 DF3529  HISTORY     - 19940406 GOOD             NGS
 DF3529
 DF3529                          STATION DESCRIPTION
 DF3529
 DF3529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DF3529'MARK IS A COMPONENT OF THE ATHENS CALIBRATION BASE LINE, LOCATED ABOUT
 DF3529'4.5 KM (2.8 MI) EAST OF ATHENS, ALONG THE SOUTH EDGE OF RUNWAY 09-27
 DF3529'AT THE ATHENS/BEN EPPS AIRPORT.  NOTE - FOR PERMISSION TO ENTER
 DF3529'AIRPORT PROPERTY CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN
 DF3529'EPPS DRIVE, ATHENS, GA 30605.  TELEPHONE (404) 354-2916.
 DF3529'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND U.S. HIGHWAY 78
 DF3529'BUSINESS, LOCATED ON THE EAST SIDE OF ATHENS, GO EAST ON U.S. HIGHWAY
 DF3529'78/STATE HIGHWAY 10 (LEXINGTON ROAD) FOR 0.5 KM (0.3 MI) TO THE
 DF3529'INTERSECTION OF WINTERVILLE ROAD ON THE LEFT.  TURN LEFT AND GO
 DF3529'NORTHERLY FOR 1.5 KM (0.9 MI) TO THE Y-INTERSECTION OF SPRING VALLEY
 DF3529'ROAD ON THE LEFT.  CONTINUE AHEAD EASTERLY ON WINTERVILLE ROAD FOR
 DF3529'1.5 KM (0.9 MI) TO THE INTERSECTION OF BEN EPPS DRIVE ON THE RIGHT.
 DF3529'TURN RIGHT AND GO SOUTHERLY FOR 0.45 KM (0.28 MI) TO A PARKING AREA
 DF3529'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY THROUGH THE PARKING AREA
 DF3529'FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE AND A CONTROLLED GATE
 DF3529'LEADING TO THE AIRPORT APRON.  PASS THROUGH THE GATE AND GO
 DF3529'SOUTHEASTERLY FOR 0.5 KM (0.3 MI) ACROSS THE APRON AND ONTO A TAXIWAY
 DF3529'AND ACROSS RUNWAY 09-27 TO THE SOUTHWEST QUADRANT OF THE INTERSECTION
 DF3529'OF RUNWAY 09-27 AND THE TAXIWAY FOR RUNWAY 02-20.  TURN RIGHT AND GO
 DF3529'WEST ALONG THE SOUTHERN EDGE OF RUNWAY 09-27 FOR 1.4 KM (0.9 MI) TO
 DF3529'THE MARK ON THE LEFT.
 DF3529'MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH
 DF3529'WITH GROUND SURFACE.  IT IS 30.0 M (98.4 FT) NORTH OF A FIBERGLASS
 DF3529'WITNESS POST IN A FENCE LINE, 25.6 M (84.0 FT) SOUTH-SOUTHEAST OF THE
 DF3529'SOUTHWEST CORNER OF RUNWAY 09-27, 24.5 M (80.4 FT) SOUTH OF THE SOUTH
 DF3529'EDGE OF RUNWAY 09-27 AND 2.9 M (9.5 FT) EAST-SOUTHEAST OF C AND GS
 DF3529'STATION STAMPED STA. B 2 1964.
 DF3529'FOR MORE INFORMATION CONTACT MR. ROGER LONDON, GEORGIA DEPARTMENT OF
 DF3529'TRANSPORTATION, U.S. HIGHWAY 129 SOUTH, GAINESVILLE, GA 30501.
 DF3529'TELEPHONE (404) 532-5501.  OR CONTACT MR. JEFFERY OLSEN, GEORGIA
 DF3529'DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100
 DF3529'PEACHTREE STREET, ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 DF3529
 DF3529                          STATION RECOVERY (1992)
 DF3529
 DF3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 DF3529'MARK IS A COMPONENT OF THE ATHENS CALIBRATION BASE LINE, LOCATED ABOUT
 DF3529'4.5 KM (2.8 MI) EAST OF ATHENS, ALONG THE SOUTH EDGE OF RUNWAY 09-27
 DF3529'AT THE ATHENS/BEN EPPS AIRPORT.  NOTE - FOR PERMISSION TO ENTER
 DF3529'AIRPORT PROPERTY CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN
 DF3529'EPPS DRIVE, ATHENS, GA 30605. TO REACH FROM THE JUNCTION OF U.S.
 DF3529'HIGHWAY 78 AND U.S. HIGHWAY 78 BUSINESS, LOCATED ON THE EAST SIDE OF
 DF3529'ATHENS, GO EAST ON U.S. HIGHWAY 78/STATE HIGHWAY 10 (LEXINGTON ROAD)
 DF3529'FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF WINTERVILLE ROAD ON THE
 DF3529'LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.5 KM (0.9 MI) TO THE
 DF3529'Y-INTERSECTION OF SPRING VALLEY ROAD ON THE LEFT.  CONTINUE AHEAD
 DF3529'EASTERLY ON WINTERVILLE ROAD FOR 1.5 KM (0.9 MI) TO THE INTERSECTION
 DF3529'OF BEN EPPS DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY FOR 0.45
 DF3529'KM (0.28 MI) TO A PARKING AREA ON THE RIGHT.  TURN RIGHT AND GO
 DF3529'WESTERLY THROUGH THE PARKING AREA FOR 0.2 KM (0.1 MI) TO THE AIRPORT
 DF3529'OFFICE AND A CONTROLLED GATE LEADING TO THE AIRPORT APRON.  PASS
 DF3529'THROUGH THE GATE AND GO SOUTHEASTERLY FOR 0.5 KM (0.3 MI) ACROSS THE
 DF3529'APRON AND ONTO A TAXIWAY AND ACROSS RUNWAY 09-27 TO THE SOUTHWEST
 DF3529'QUADRANT OF THE INTERSECTION OF RUNWAY 09-27 AND THE TAXIWAY FOR
 DF3529'RUNWAY 02-20.  TURN RIGHT AND GO WEST ALONG THE SOUTHERN EDGE OF
 DF3529'RUNWAY 09-27 FOR 1.4 KM (0.9 MI) TO THE MARK ON THE LEFT. MARK IS SET
 DF3529'IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND
 DF3529'SURFACE.  IT IS 30.0 M (98.4 FT) NORTH OF A FIBERGLASS WITNESS POST IN
 DF3529'A FENCE LINE, 25.6 M (84.0 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 DF3529'OF RUNWAY 09-27, 24.5 M (80.4 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY
 DF3529'09-27 AND 2.9 M (9.5 FT) EAST-SOUTHEAST OF C AND GS STATION STAMPED
 DF3529'STA. B 2 1964. FOR MORE INFORMATION CONTACT MR. ROGER LONDON, GEORGIA
 DF3529'DEPARTMENT OF TRANSPORTATION, U.S. HIGHWAY 129 SOUTH, GAINESVILLE, GA
 DF3529'30501. CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY
 DF3529'AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA
 DF3529'30303.
 DF3529
 DF3529                          STATION RECOVERY (1994)
 DF3529
 DF3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 DF3529'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM)  SOUTHWEST OF COLBERT,
 DF3529'5.0 MI (8.0 KM)  NORTHWEST OF ARNOLDSVILLE, 4.5  MI (7.2 KM)  EAST OF
 DF3529'ATHENS AT THE ATHENS/BEN EPPS AIRPORT AND SOUTH OF THE APPROACH END OF
 DF3529'RUNWAY 9. OWNERSHIP--CLARK COUNTY, ATHENS/BEN EPPS AIRPORT, TIM
 DF3529'BEGGERLY, CRIS LEWIS OR JOHN COCKLEY, 1010 BENN EPPS DRIVE, ATHENS,
 DF3529'GA. 30605.  PHONE (706) 613-3420.  PERMISSION FROM AIRPORT OFFICE
 DF3529'REQUIRED TO OCCUPY STATION. TO REACH THE STATION FROM THE JUCTION OF
 DF3529'U.S. HIGHWAY 78/STATE ROUTE 10 BYPASS AND BUSNESS ROUTE U.S. HIGHWAY
 DF3529'78 ON THE EAST SIDE OF ATHENS, GO SOUTHEAST ON U.S. HIGHWAY 78 (OCONEE
 DF3529'STREET) FOR 0.3 MI (0.5 KM)  TO THE JUCTION OF WINTERVILLE ROAD ON THE
 DF3529'LEFT, TURN LEFT AND GO NORTH ON WINTERVILLE ROAD FOR 1.9 MI (3.1 KM)
 DF3529'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON BEN EPPS DRIVE
 DF3529'FOR 0.3 MI (0.5 KM)  TO THE AIRPORT OFFICE ON RIGHT AND A GATE AHEAD
 DF3529'(JUST WEST OF THE TOWER), PASS THROUGH GATE AND GO SOUTHEAST ACROSS
 DF3529'RAMP THEN TAXIWAY B FOR 0.25 MI (0.40 KM)  TO THE INTERSECTION OF
 DF3529'RUNWAY 9-27, CONTINUE AHEAD, SOUTHWEST, CROSSING RUNWAY ON TAXIWAY B
 DF3529'FOR 0.05 MI (0.08 KM) TO THE SOUTH SIDE OF RUNWAY, TURN RIGHT AND GO
 DF3529'WEST IN THE GRASS ALONG THE SIDE OF RUNWAY FOR 0.85 MI (1.37 KM)  TO
 DF3529'THE END OF RUNWAY AND THE STATION. THE STATION IS FLUSH WITH GROUND
 DF3529'LEVEL.  LOCATED 155.0 FT (47.2 M) SOUTH OF THE CENTER LINE OF RUNWAY,
 DF3529'81.0 FT (24.7 M)  SOUTHEAST OF THE SOUTHWEST CORNER OF RUNWAY, 55.6
 DF3529'NORTH OF A FENCELINE AND WITNESS POST AND 9.6 FT (2.9 M)  SOUTHEAST OF
 DF3529'NOS TOPOGRAPHIC DISK--AP 1964 STA B2-- SET INTO A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3528 ***********************************************************************
 DF3528  CBN         -  This is a Cooperative Base Network Control Station.
 DF3528  SACS        -  This is a Secondary Airport Control Station.
 DF3528  DESIGNATION -  ATHENS CBL 800 CLARKE
 DF3528  PID         -  DF3528
 DF3528  STATE/COUNTY-  GA/CLARKE
 DF3528  USGS QUAD   -  ATHENS EAST (1998)
 DF3528
 DF3528                         *CURRENT SURVEY CONTROL
 DF3528  ___________________________________________________________________
 DF3528* NAD 83(1994)-  33 56 55.11761(N)    083 19 54.04356(W)     ADJUSTED  
 DF3528* NAVD 88     -       234.24   (meters)     768.5    (feet)  GPS OBS   
 DF3528  ___________________________________________________________________
 DF3528  X           -     615,051.029 (meters)                     COMP
 DF3528  Y           -  -5,260,780.337 (meters)                     COMP
 DF3528  Z           -   3,541,837.087 (meters)                     COMP
 DF3528  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DF3528  ELLIP HEIGHT-         205.19  (meters)          (03/09/95) GPS OBS
 DF3528  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF3528
 DF3528  HORZ ORDER  -  B
 DF3528  ELLP ORDER  -  FIFTH     CLASS I
 DF3528
 DF3528.This mark is at Athens/ben Epps Airport (AHN)
 DF3528
 DF3528.The horizontal coordinates were established by GPS observations
 DF3528.and adjusted by the National Geodetic Survey in March 1995..
 DF3528
 DF3528.The orthometric height was determined by GPS observations and a
 DF3528.high-resolution geoid model.
 DF3528
 DF3528.GPS derived orthometric heights for airport stations designated as
 DF3528.PACS or SACS are published to 2 decimal places.  This maintains
 DF3528.centimeter relative accuracy between the PACS and SACS.  It does
 DF3528.not indicate centimeter accuracy relative to other marks which are
 DF3528.part of the NAVD 88 network.
 DF3528
 DF3528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3528
 DF3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3528
 DF3528.The ellipsoidal height was determined by GPS observations
 DF3528.and is referenced to NAD 83.
 DF3528
 DF3528.The geoid height was determined by GEOID03.
 DF3528
 DF3528;                    North         East     Units Scale Factor Converg.
 DF3528;SPC GA W     -   438,121.804   777,179.888   MT  0.99997341   +0 27 58.8
 DF3528;SPC GA W     - 1,437,404.62  2,549,797.68   sFT  0.99997341   +0 27 58.8
 DF3528;UTM  17      - 3,758,911.047   284,522.465   MT  1.00017240   -1 18 09.5
 DF3528
 DF3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3528!SPC GA W     -   0.99996779  x   0.99997341  =   0.99994120
 DF3528!UTM  17      -   0.99996779  x   1.00017240  =   1.00014018
 DF3528
 DF3528:                Primary Azimuth Mark                     Grid Az
 DF3528:SPC GA W     -  ATHENS CBL 0 CLARKE                      087 51 01.0
 DF3528:UTM  17      -  ATHENS CBL 0 CLARKE                      089 37 09.3
 DF3528
 DF3528|---------------------------------------------------------------------|
 DF3528| PID    Reference Object                     Distance      Geod. Az  |
 DF3528|                                                           dddmmss.s |
 DF3528| DF3526 ATHENS CBL 0 CLARKE                 APPROX. 0.8 KM 0881859.8 |
 DF3528|---------------------------------------------------------------------|
 DF3528
 DF3528                          SUPERSEDED SURVEY CONTROL
 DF3528
 DF3528  NGVD 29 (03/09/95)  234.23   (m)          768.5    (f) LEVELING    3  
 DF3528
 DF3528.Superseded values are not recommended for survey control.
 DF3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3528.See file dsdata.txt to determine how the superseded data were derived.
 DF3528
 DF3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8452258911(NAD 83)
 DF3528_MARKER: DD = SURVEY DISK
 DF3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3528_SP_SET: CONCRETE POST
 DF3528_STAMPING: CLARKE 800
 DF3528_MARK LOGO: NGS   
 DF3528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3528+STABILITY: SURFACE MOTION
 DF3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3528+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1994
 DF3528
 DF3528  HISTORY     - Date     Condition        Report By
 DF3528  HISTORY     - 1978     MONUMENTED       GADT
 DF3528  HISTORY     - 19920416 GOOD             NGS
 DF3528  HISTORY     - 19920416 GOOD             NGS
 DF3528  HISTORY     - 19940406 GOOD             NGS
 DF3528
 DF3528                          STATION DESCRIPTION
 DF3528
 DF3528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DF3528'MARK IS A COMPONENT OF THE ATHENS CALIBRATION BASE LINE, LOCATED ABOUT
 DF3528'4.5 KM (2.8 MI) EAST OF ATHENS, ALONG THE SOUTH EDGE OF RUNWAY 09-27
 DF3528'AT THE ATHENS/BEN EPPS AIRPORT.  NOTE - FOR PERMISSION TO ENTER
 DF3528'AIRPORT PROPERTY CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN
 DF3528'EPPS DRIVE, ATHENS, GA 30605.  TELEPHONE (404) 354-2916.
 DF3528'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND U.S. HIGHWAY 78
 DF3528'BUSINESS, LOCATED ON THE EAST SIDE OF ATHENS, GO EAST ON U.S. HIGHWAY
 DF3528'78/STATE HIGHWAY 10 (LEXINGTON ROAD) FOR 0.5 KM (0.3 MI) TO THE
 DF3528'INTERSECTION OF WINTERVILLE ROAD ON THE LEFT.  TURN LEFT AND GO
 DF3528'NORTHERLY FOR 1.5 KM (0.9 MI) TO THE Y-INTERSECTION OF SPRING VALLEY
 DF3528'ROAD ON THE LEFT.  CONTINUE AHEAD EASTERLY ON WINTERVILLE ROAD FOR
 DF3528'1.5 KM (0.9 MI) TO THE INTERSECTION OF BEN EPPS DRIVE ON THE RIGHT.
 DF3528'TURN RIGHT AND GO SOUTHERLY FOR 0.45 KM (0.28 MI) TO A PARKING AREA
 DF3528'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY THROUGH THE PARKING AREA
 DF3528'FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE AND A CONTROLLED GATE
 DF3528'LEADING TO THE AIRPORT APRON.  PASS THROUGH THE GATE AND GO
 DF3528'SOUTHEASTERLY FOR 0.5 KM (0.3 MI) ACROSS THE APRON AND ONTO A TAXIWAY
 DF3528'AND ACROSS RUNWAY 09-27 TO THE SOUTHWEST QUADRANT OF THE INTERSECTION
 DF3528'OF RUNWAY 09-27 AND THE TAXIWAY FOR RUNWAY 02-20.  TURN RIGHT AND GO
 DF3528'WEST ALONG THE SOUTHERN EDGE OF RUNWAY 09-27 FOR 0.8 KM (0.5 MI) TO
 DF3528'THE MARK ON THE LEFT.
 DF3528'MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH
 DF3528'WITH GROUND SURFACE.  IT IS 50.0 M (164.0 FT) NORTH OF A FIBERGLASS
 DF3528'WITNESS POST IN A FENCE LINE AND 32.4 M (106.3 FT) SOUTH OF THE SOUTH
 DF3528'EDGE OF RUNWAY 09-27.
 DF3528'FOR MORE INFORMATION CONTACT MR. ROGER LONDON, GEORGIA DEPARTMENT OF
 DF3528'TRANSPORTATION, U.S. HIGHWAY 129 SOUTH, GAINESVILLE, GA 30501.
 DF3528'TELEPHONE (404) 532-5501.  OR CONTACT MR. JEFFERY OLSEN, GEORGIA
 DF3528'DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100
 DF3528'PEACHTREE STREET, ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 DF3528
 DF3528                          STATION RECOVERY (1992)
 DF3528
 DF3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 DF3528'MARK IS A COMPONENT OF THE ATHENS CALIBRATION BASE LINE, LOCATED ABOUT
 DF3528'4.5 KM (2.8 MI) EAST OF ATHENS, ALONG THE SOUTH EDGE OF RUNWAY 09-27
 DF3528'AT THE ATHENS/BEN EPPS AIRPORT.  NOTE - FOR PERMISSION TO ENTER
 DF3528'AIRPORT PROPERTY CONTACT MR. FRANK DIVELY, AIRPORT MANAGER, 1010 BEN
 DF3528'EPPS DRIVE, ATHENS, GA 30605. TO REACH FROM THE JUNCTION OF U.S.
 DF3528'HIGHWAY 78 AND U.S. HIGHWAY 78 BUSINESS, LOCATED ON THE EAST SIDE OF
 DF3528'ATHENS, GO EAST ON U.S. HIGHWAY 78/STATE HIGHWAY 10 (LEXINGTON ROAD)
 DF3528'FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF WINTERVILLE ROAD ON THE
 DF3528'LEFT.  TURN LEFT AND GO NORTHERLY FOR 1.5 KM (0.9 MI) TO THE
 DF3528'Y-INTERSECTION OF SPRING VALLEY ROAD ON THE LEFT.  CONTINUE AHEAD
 DF3528'EASTERLY ON WINTERVILLE ROAD FOR 1.5 KM (0.9 MI) TO THE INTERSECTION
 DF3528'OF BEN EPPS DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY FOR 0.45
 DF3528'KM (0.28 MI) TO A PARKING AREA ON THE RIGHT.  TURN RIGHT AND GO
 DF3528'WESTERLY THROUGH THE PARKING AREA FOR 0.2 KM (0.1 MI) TO THE AIRPORT
 DF3528'OFFICE AND A CONTROLLED GATE LEADING TO THE AIRPORT APRON.  PASS
 DF3528'THROUGH THE GATE AND GO SOUTHEASTERLY FOR 0.5 KM (0.3 MI) ACROSS THE
 DF3528'APRON AND ONTO A TAXIWAY AND ACROSS RUNWAY 09-27 TO THE SOUTHWEST
 DF3528'QUADRANT OF THE INTERSECTION OF RUNWAY 09-27 AND THE TAXIWAY FOR
 DF3528'RUNWAY 02-20.  TURN RIGHT AND GO WEST ALONG THE SOUTHERN EDGE OF
 DF3528'RUNWAY 09-27 FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT. MARK IS SET
 DF3528'IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND
 DF3528'SURFACE.  IT IS 50.0 M (164.0 FT) NORTH OF A FIBERGLASS WITNESS POST
 DF3528'IN A FENCE LINE AND 32.4 M (106.3 FT) SOUTH OF THE SOUTH EDGE OF
 DF3528'RUNWAY 09-27. FOR MORE INFORMATION CONTACT MR. ROGER LONDON, GEORGIA
 DF3528'DEPARTMENT OF TRANSPORTATION, U.S. HIGHWAY 129 SOUTH, GAINESVILLE, GA
 DF3528'30501. CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY
 DF3528'AFFAIRS, 1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA
 DF3528'30303.
 DF3528
 DF3528                          STATION RECOVERY (1994)
 DF3528
 DF3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 DF3528'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) (9.7 KM SOUTHWEST OF
 DF3528'COLBERT, 5.0 MI (8.0 KM)  NORTHWEST OF ARNOLDSVILLE, 4.5 MI (7.2 KM)
 DF3528'EAST OF ATHENS AT THE ATHENS/BEN EPPS AIRPORT AND SOUTH OF RUNWAY
 DF3528'9-27. OWNERSHIP--CLARK COUNTY, ATHENS/BEN EPPS AIRPORT, TIM BEGGERLY,
 DF3528'CRIS LEWIS OR JOHN COCKLEY, 1010 BENN EPPS DRIVE, ATHENS, GA. 30605.
 DF3528'PHONE (706) 613-3420.  PERMISSION FROM AIRPORT OFFICE REQUIRED TO
 DF3528'OCCUPY STATION. TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY
 DF3528'78/STATE ROUTE 10 BYPASS AND BUSNESS ROUTE U.S. HIGHWAY 78 ON THE EAST
 DF3528'SIDE OF ATHENS, GO SOUTHEAST ON U.S. HIGHWAY 78 (OCONEE STREET) FOR
 DF3528'0.3 MI (0.5 KM)  TO THE JUCTION OF WINTERVILLE ROAD ON THE LEFT, TURN
 DF3528'LEFT AND GO NORTH ON WINTERVILLE ROAD FOR 1.9 MI (3.1 KM)  TO A PAVED
 DF3528'ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON BEN EPPS DRIVE FOR 0.3 MI
 DF3528'(0.5 KM)  TO THE AIRPORT OFFICE ON RIGHT AND A GATE AHEAD (JUST WEST
 DF3528'OF THE TOWER), PASS THROUGH GATE AND GO SOUTHEAST ACROSS RAMP THEN
 DF3528'TAXIWAY B FOR 0.25 MI (0.40 KM)  TO THE INTERSECTION OF RUNWAY 9-27,
 DF3528'CONTINUE AHEAD, SOUTHWEST, CROSSING RUNWAY ON TAXIWAY B FOR 0.05 MI
 DF3528'(0.08 KM) TO THE SOUTH SIDE OF RUNWAY, TURN RIGHT AND GO WEST IN THE
 DF3528'GRASS ALONG THE SIDE OF RUNWAY FOR 0.5 MI (0.8 KM)  TO THE STATION.
 DF3528'THE STATION IS FLUSH WITH GROUND LEVEL.  LOCATED 158.7 FT (48.4 M)
 DF3528'NORTH OF A FENCE LINE AND WITNESS POST, 155.0 FT (47.2 M)  SOUTH OF
 DF3528'THE CENTER LINE OF RUNWAY, 29.1 M (95.5 FT)  SOUTH OF A RUNWAY LIGHT
 DF3528'AND 24.83 M (81.46 FT)  SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A 3
 DF3528'FT (0.9 M)  BY 5 FT (1.5 M)  CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2207 ***********************************************************************
 DF2207  DESIGNATION -  ATHENS CITY HALL DOME
 DF2207  PID         -  DF2207
 DF2207  STATE/COUNTY-  GA/CLARKE
 DF2207  USGS QUAD   -  ATHENS WEST (1998)
 DF2207
 DF2207                         *CURRENT SURVEY CONTROL
 DF2207  ___________________________________________________________________
 DF2207* NAD 83(1994)-  33 57 34.86938(N)    083 22 34.84938(W)     ADJUSTED  
 DF2207* NAVD 88     -                                                        
 DF2207  ___________________________________________________________________
 DF2207  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DF2207  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF2207
 DF2207  HORZ ORDER  -  THIRD
 DF2207
 DF2207.The horizontal coordinates were established by classical geodetic methods
 DF2207.and adjusted by the National Geodetic Survey in September 1997..
 DF2207
 DF2207
 DF2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2207
 DF2207.The geoid height was determined by GEOID03.
 DF2207
 DF2207;                    North         East     Units Scale Factor Converg.
 DF2207;SPC GA W     -   439,313.833   773,041.556   MT  0.99996575   +0 26 29.4
 DF2207;SPC GA W     - 1,441,315.47  2,536,220.50   sFT  0.99996575   +0 26 29.4
 DF2207;UTM  17      - 3,760,230.556   280,422.031   MT  1.00019440   -1 19 40.7
 DF2207
 DF2207                          SUPERSEDED SURVEY CONTROL
 DF2207
 DF2207  NAD 83(1986)-  33 57 34.87652(N)    083 22 34.84854(W) AD(       ) 4
 DF2207  NAD 27      -  33 57 34.46182(N)    083 22 35.28170(W) AD(       ) 3
 DF2207
 DF2207.Superseded values are not recommended for survey control.
 DF2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2207.See file dsdata.txt to determine how the superseded data were derived.
 DF2207
 DF2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8042260231(NAD 83)
 DF2207_MARKER: 87 = DOME
 DF2207
 DF2207  HISTORY     - Date     Condition        Report By
 DF2207  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2207
 DF2207                          STATION DESCRIPTION
 DF2207
 DF2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2207'THE STATION IS THE BALL UNDER EAGLE STATUE ATOP THE ATHENS CITY
 DF2207'HALL DOME.  THE DOME IS ATOP THE CLOCKTOWER WHICH IS ATTACHED TO
 DF2207'THE APPROXIMATE CENTER OF THE CITY HALL BUILDING.  IT IS A GREEN
 DF2207'DOME IN COLOR AND APPROXIMATELY 110 FEET HIGH.
 DF2207'
 DF2207'LOCATED IN THE APPROXIMATE CENTER OF ATHENS, 105 FEET WEST OF THE
 DF2207'CENTERLINE OF COLLEGE AVENUE AND 150 FEET SOUTH OF THE CENTERLINE
 DF2207'OF HANCOCK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2167 ***********************************************************************
 DF2167  DESIGNATION -  ATHENS CLARKE LOT
 DF2167  PID         -  DF2167
 DF2167  STATE/COUNTY-  GA/CLARKE
 DF2167  USGS QUAD   -  ATHENS EAST (1998)
 DF2167
 DF2167                         *CURRENT SURVEY CONTROL
 DF2167  ___________________________________________________________________
 DF2167* NAD 83(1994)-  33 55 32.33003(N)    083 22 13.03658(W)     ADJUSTED  
 DF2167* NAVD 88     -                                                        
 DF2167  ___________________________________________________________________
 DF2167  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DF2167  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF2167
 DF2167  HORZ ORDER  -  THIRD
 DF2167
 DF2167.The horizontal coordinates were established by classical geodetic methods
 DF2167.and adjusted by the National Geodetic Survey in September 1997..
 DF2167
 DF2167
 DF2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2167
 DF2167.The geoid height was determined by GEOID03.
 DF2167
 DF2167;                    North         East     Units Scale Factor Converg.
 DF2167;SPC GA W     -   435,542.784   773,630.856   MT  0.99996681   +0 26 40.2
 DF2167;SPC GA W     - 1,428,943.28  2,538,153.90   sFT  0.99996681   +0 26 40.2
 DF2167;UTM  17      - 3,756,442.256   280,894.766   MT  1.00019184   -1 19 24.3
 DF2167
 DF2167                          SUPERSEDED SURVEY CONTROL
 DF2167
 DF2167  NAD 83(1986)-  33 55 32.33718(N)    083 22 13.03576(W) AD(       ) 4
 DF2167  NAD 27      -  33 55 31.91852(N)    083 22 13.46844(W) AD(       ) 3
 DF2167
 DF2167.Superseded values are not recommended for survey control.
 DF2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2167.See file dsdata.txt to determine how the superseded data were derived.
 DF2167
 DF2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8089556442(NAD 83)
 DF2167_MARKER: 57 = LOOKOUT TOWER
 DF2167
 DF2167  HISTORY     - Date     Condition        Report By
 DF2167  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2167
 DF2167                          STATION DESCRIPTION
 DF2167
 DF2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2167'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE ATHENS
 DF2167'CLARKE COUNTY GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT
 DF2167'IS A STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED, SKELETON
 DF2167'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 100 FEET HIGH.
 DF2167'
 DF2167'LOCATED ABOUT 2.4 MILES SOUTH OF THE CENTER OF ATHENS, 0.55 MILE
 DF2167'SOUTH-SOUTHWEST OF COLLEGE STATION ROAD AND 0.4 MILE EAST OF
 DF2167'U.S. HIGHWAY 441.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3580 ***********************************************************************
 DH3580  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3580  DESIGNATION -  ATHENS CORS ARP
 DH3580  CORS_ID     -  GAAT
 DH3580  PID         -  DH3580
 DH3580  STATE/COUNTY-  GA/CLARKE
 DH3580  USGS QUAD   -  ATHENS EAST (1998)
 DH3580
 DH3580                         *CURRENT SURVEY CONTROL
 DH3580  ___________________________________________________________________
 DH3580* NAD 83(CORS)-  33 57 08.80035(N)    083 19 30.96570(W)     ADJUSTED  
 DH3580* NAVD 88     -                                                        
 DH3580  ___________________________________________________________________
 DH3580  EPOCH DATE  -        2002.00
 DH3580  X           -     615,613.975 (meters)                     COMP
 DH3580  Y           -  -5,260,492.305 (meters)                     COMP
 DH3580  Z           -   3,542,196.759 (meters)                     COMP
 DH3580  ELLIP HEIGHT-         223.00  (meters)          (06/??/05) GPS OBS
 DH3580  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH3580
 DH3580  HORZ ORDER  -  SPECIAL (CORS)
 DH3580  ELLP ORDER  -  SPECIAL (CORS)
 DH3580
 DH3580.ITRF positions are available for this station.
 DH3580.The coordinates were established by GPS observations
 DH3580.and adjusted by the National Geodetic Survey in June 2005..
 DH3580.The coordinates are valid at the epoch date displayed above.
 DH3580.The epoch date for horizontal control is a decimal equivalence
 DH3580.of Year/Month/Day.
 DH3580
 DH3580
 DH3580.The PID for the CORS L1 Phase Center is DH3581.
 DH3580
 DH3580.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3580
 DH3580.The ellipsoidal height was determined by GPS observations
 DH3580.and is referenced to NAD 83.
 DH3580
 DH3580.The geoid height was determined by GEOID03.
 DH3580
 DH3580;                    North         East     Units Scale Factor Converg.
 DH3580;SPC GA W     -   438,548.207   777,768.986   MT  0.99997453   +0 28 11.8
 DH3580;SPC GA W     - 1,438,803.58  2,551,730.41   sFT  0.99997453   +0 28 11.8
 DH3580
 DH3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3580!SPC GA W     -   0.99996499  x   0.99997453  =   0.99993952
 DH3580
 DH3580                          SUPERSEDED SURVEY CONTROL
 DH3580
 DH3580.No superseded survey control is available for this station.
 DH3580
 DH3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8512559319(NAD 83)
 DH3580_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3580
 DH3580                          STATION DESCRIPTION
 DH3580
 DH3580'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3580'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3580'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3580'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3580'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3580'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3581 ***********************************************************************
 DH3581  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3581  DESIGNATION -  ATHENS CORS L1 PHASE CENTER
 DH3581  CORS_ID     -  GAAT
 DH3581  PID         -  DH3581
 DH3581  STATE/COUNTY-  GA/CLARKE
 DH3581  USGS QUAD   -  ATHENS EAST (1998)
 DH3581
 DH3581                         *CURRENT SURVEY CONTROL
 DH3581  ___________________________________________________________________
 DH3581* NAD 83(CORS)-  33 57 08.80035(N)    083 19 30.96565(W)     ADJUSTED  
 DH3581* NAVD 88     -                                                        
 DH3581  ___________________________________________________________________
 DH3581  EPOCH DATE  -        2002.00
 DH3581  X           -     615,613.983 (meters)                     COMP
 DH3581  Y           -  -5,260,492.362 (meters)                     COMP
 DH3581  Z           -   3,542,196.799 (meters)                     COMP
 DH3581  ELLIP HEIGHT-         223.07  (meters)          (06/??/05) GPS OBS
 DH3581  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH3581
 DH3581  HORZ ORDER  -  SPECIAL (CORS)
 DH3581  ELLP ORDER  -  SPECIAL (CORS)
 DH3581
 DH3581.ITRF positions are available for this station.
 DH3581.The coordinates were established by GPS observations
 DH3581.and adjusted by the National Geodetic Survey in June 2005..
 DH3581.The coordinates are valid at the epoch date displayed above.
 DH3581.The epoch date for horizontal control is a decimal equivalence
 DH3581.of Year/Month/Day.
 DH3581
 DH3581
 DH3581.The PID for the CORS ARP is DH3580.
 DH3581
 DH3581.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3581
 DH3581.The ellipsoidal height was determined by GPS observations
 DH3581.and is referenced to NAD 83.
 DH3581
 DH3581.The geoid height was determined by GEOID03.
 DH3581
 DH3581;                    North         East     Units Scale Factor Converg.
 DH3581;SPC GA W     -   438,548.207   777,768.987   MT  0.99997453   +0 28 11.8
 DH3581;SPC GA W     - 1,438,803.58  2,551,730.42   sFT  0.99997453   +0 28 11.8
 DH3581
 DH3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3581!SPC GA W     -   0.99996498  x   0.99997453  =   0.99993951
 DH3581
 DH3581                          SUPERSEDED SURVEY CONTROL
 DH3581
 DH3581.No superseded survey control is available for this station.
 DH3581
 DH3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8512559319(NAD 83)
 DH3581_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3581
 DH3581                          STATION DESCRIPTION
 DH3581
 DH3581'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3581'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3581'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3581'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3581'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3581'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2204 ***********************************************************************
 DF2204  DESIGNATION -  ATHENS METHODIST CHURCH SPIRE
 DF2204  PID         -  DF2204
 DF2204  STATE/COUNTY-  GA/CLARKE
 DF2204  USGS QUAD   -  ATHENS WEST (1998)
 DF2204
 DF2204                         *CURRENT SURVEY CONTROL
 DF2204  ___________________________________________________________________
 DF2204* NAD 83(1994)-  33 57 34.09702(N)    083 22 39.79513(W)     ADJUSTED  
 DF2204* NAVD 88     -                                                        
 DF2204  ___________________________________________________________________
 DF2204  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DF2204  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF2204
 DF2204  HORZ ORDER  -  THIRD
 DF2204
 DF2204.The horizontal coordinates were established by classical geodetic methods
 DF2204.and adjusted by the National Geodetic Survey in September 1997..
 DF2204
 DF2204
 DF2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2204
 DF2204.The geoid height was determined by GEOID03.
 DF2204
 DF2204;                    North         East     Units Scale Factor Converg.
 DF2204;SPC GA W     -   439,289.059   772,914.767   MT  0.99996552   +0 26 26.6
 DF2204;SPC GA W     - 1,441,234.19  2,535,804.53   sFT  0.99996552   +0 26 26.6
 DF2204;UTM  17      - 3,760,209.704   280,294.509   MT  1.00019509   -1 19 43.5
 DF2204
 DF2204                          SUPERSEDED SURVEY CONTROL
 DF2204
 DF2204  NAD 83(1986)-  33 57 34.10407(N)    083 22 39.79438(W) AD(       ) 4
 DF2204  NAD 27      -  33 57 33.69100(N)    083 22 40.22600(W) AD(       ) 3
 DF2204
 DF2204.Superseded values are not recommended for survey control.
 DF2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2204.See file dsdata.txt to determine how the superseded data were derived.
 DF2204
 DF2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8029560210(NAD 83)
 DF2204_MARKER: 90 = CHURCH SPIRE
 DF2204
 DF2204  HISTORY     - Date     Condition        Report By
 DF2204  HISTORY     - 1935     FIRST OBSERVED   CGS
 DF2204  HISTORY     - 1953     GOOD             CGS
 DF2204  HISTORY     - 1956     GOOD             CGS
 DF2204  HISTORY     - 1960     GOOD             AEROS
 DF2204  HISTORY     - 1975     GOOD             NGS
 DF2204  HISTORY     - 1978     GOOD             NGS
 DF2204
 DF2204                          STATION DESCRIPTION
 DF2204
 DF2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF2204'SPIRE ON METHODIST CHURCH AT ATHENS.
 DF2204
 DF2204                          STATION RECOVERY (1953)
 DF2204
 DF2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DF2204'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DF2204
 DF2204                          STATION RECOVERY (1956)
 DF2204
 DF2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 DF2204'SPECIFICALLY, IT IS THE FIRST METHODIST CHURCH.  THE 1935
 DF2204'DESCRIPTION DESIGNATES IT METHODIST CHURCH.  MR. JACK BEACHAM, CITY
 DF2204'ENGINEER, STATED THAT IS IS UNCHANGED SINCE 1935.  IT IS ON THE BLOCK
 DF2204'JUST W OF THE CITY HALL BLOCK.
 DF2204
 DF2204                          STATION RECOVERY (1960)
 DF2204
 DF2204'RECOVERY NOTE BY AERO SERVICE CORPORATION 1960 (AD)
 DF2204'STATION RECOVERED IN GOOD CONDITION.
 DF2204
 DF2204                          STATION RECOVERY (1975)
 DF2204
 DF2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2204'THE
 DF2204'STATION IS THE APEX OF THE ATHENS FIRST METHODIST CHURCH SPIRE.  IT
 DF2204'IS A GRAY SPIRE ATOP THE WEST GABLE OF A LIGHT GRAY CHURCH, AND IS
 DF2204'APPROXIMATELY 130 FEET HIGH.
 DF2204'
 DF2204'LOCATED IN THE APPROXIMATE CENTER OF ATHENS, 1 BLOCK WEST OF CITY
 DF2204'HALL, 57 FEET WEST OF THE CENTERLINE OF LUMPKIN STREET, 120 FEET
 DF2204'SOUTH OF HANCOCK AVENUE, AND ABOUT 300 FEET SOUTHWEST OF THE POST
 DF2204'OFFICE.
 DF2204
 DF2204                          STATION RECOVERY (1978)
 DF2204
 DF2204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DF2204'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DF2204'
 DF2204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN CENTER OF ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2209 ***********************************************************************
 DF2209  DESIGNATION -  ATHENS PULASKI HTS MUN TANK
 DF2209  PID         -  DF2209
 DF2209  STATE/COUNTY-  GA/CLARKE
 DF2209  USGS QUAD   -  ATHENS WEST (1998)
 DF2209
 DF2209                         *CURRENT SURVEY CONTROL
 DF2209  ___________________________________________________________________
 DF2209* NAD 83(1994)-  33 57 52.70084(N)    083 22 57.61686(W)     ADJUSTED  
 DF2209* NAVD 88     -                                                        
 DF2209  ___________________________________________________________________
 DF2209  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DF2209  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DF2209
 DF2209  HORZ ORDER  -  THIRD
 DF2209
 DF2209.The horizontal coordinates were established by classical geodetic methods
 DF2209.and adjusted by the National Geodetic Survey in September 1997..
 DF2209
 DF2209
 DF2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2209
 DF2209.The geoid height was determined by GEOID03.
 DF2209
 DF2209;                    North         East     Units Scale Factor Converg.
 DF2209;SPC GA W     -   439,858.727   772,452.849   MT  0.99996469   +0 26 16.9
 DF2209;SPC GA W     - 1,443,103.17  2,534,289.06   sFT  0.99996469   +0 26 16.9
 DF2209;UTM  17      - 3,760,793.499   279,850.300   MT  1.00019750   -1 19 54.1
 DF2209
 DF2209                          SUPERSEDED SURVEY CONTROL
 DF2209
 DF2209  NAD 83(1986)-  33 57 52.70797(N)    083 22 57.61604(W) AD(       ) 4
 DF2209  NAD 27      -  33 57 52.29415(N)    083 22 58.04845(W) AD(       ) 3
 DF2209
 DF2209.Superseded values are not recommended for survey control.
 DF2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2209.See file dsdata.txt to determine how the superseded data were derived.
 DF2209
 DF2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7985060793(NAD 83)
 DF2209_MARKER: 53 = ELEVATED TANK
 DF2209
 DF2209  HISTORY     - Date     Condition        Report By
 DF2209  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2209
 DF2209                          STATION DESCRIPTION
 DF2209
 DF2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2209'THE STATION IS THE BALL ATOP THE ATHENS PULASKI HEIGHTS MUNICIPAL
 DF2209'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 DF2209'HEMISPHERICAL BOTTOM, SUPPORTED BY TWELVE I-BEAM LEGS.  IT IS
 DF2209'GREEN IN COLOR AND APPROXIMATELY 180 FEET HIGH.
 DF2209'
 DF2209'LOCATED IN THE NORTHWEST SECTION OF ATHENS, ABOUT 0.5 MILE
 DF2209'NORTHWEST OF THE CENTER OF TOWN, 0.1 MILE WEST OF PULASKI STREET,
 DF2209'84 FEET SOUTH OF THE CENTER OF PULASKI HEIGHTS, AND AT THE WEST
 DF2209'END AND SOUTH SIDE OF PULASKI HEIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2217 ***********************************************************************
 DF2217  DESIGNATION -  ATHENS RAD STA WGAU WNGC MAST
 DF2217  PID         -  DF2217
 DF2217  STATE/COUNTY-  GA/CLARKE
 DF2217  USGS QUAD   -  ATHENS WEST (1998)
 DF2217
 DF2217                         *CURRENT SURVEY CONTROL
 DF2217  ___________________________________________________________________
 DF2217* NAD 83(1994)-  33 56 28.07533(N)    083 23 55.21743(W)     ADJUSTED  
 DF2217* NAVD 88     -                                                        
 DF2217  ___________________________________________________________________
 DF2217  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DF2217  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DF2217
 DF2217  HORZ ORDER  -  THIRD
 DF2217
 DF2217.The horizontal coordinates were established by classical geodetic methods
 DF2217.and adjusted by the National Geodetic Survey in September 1997..
 DF2217
 DF2217
 DF2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2217
 DF2217.The geoid height was determined by GEOID03.
 DF2217
 DF2217;                    North         East     Units Scale Factor Converg.
 DF2217;SPC GA W     -   437,240.267   770,993.682   MT  0.99996211   +0 25 43.8
 DF2217;SPC GA W     - 1,434,512.44  2,529,501.77   sFT  0.99996211   +0 25 43.8
 DF2217;UTM  17      - 3,758,220.724   278,310.622   MT  1.00020589   -1 20 23.4
 DF2217
 DF2217                          SUPERSEDED SURVEY CONTROL
 DF2217
 DF2217  NAD 83(1986)-  33 56 28.08245(N)    083 23 55.21661(W) AD(       ) 4
 DF2217  NAD 27      -  33 56 27.66610(N)    083 23 55.64873(W) AD(       ) 3
 DF2217
 DF2217.Superseded values are not recommended for survey control.
 DF2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2217.See file dsdata.txt to determine how the superseded data were derived.
 DF2217
 DF2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7831158221(NAD 83)
 DF2217_MARKER: 42 = RADIO/TV MAST
 DF2217
 DF2217  HISTORY     - Date     Condition        Report By
 DF2217  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2217
 DF2217                          STATION DESCRIPTION
 DF2217
 DF2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2217'THE CLARKE BROADCASTING CORPORATION WGAU WNGC RADIO STATION TOWER
 DF2217'IS LOCATED IN THE SOUTHWEST SECTION OF ATHENS, ALONG THE NORTH
 DF2217'SIDE OF THE STREET AT 850 BOBBIN MILL ROAD.
 DF2217'
 DF2217'THE STATION IS THE RED LIGHT ATOP THE 3-LEGGED VERTICAL TAPERED
 DF2217'STEEL TOWER WHICH IS PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 DF2217'AND HAS AN OVERALL HEIGHT OF 365 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2168 ***********************************************************************
 DF2168  DESIGNATION -  ATHENS RAD STA WRFC S MAST
 DF2168  PID         -  DF2168
 DF2168  STATE/COUNTY-  GA/CLARKE
 DF2168  USGS QUAD   -  ATHENS EAST (1998)
 DF2168
 DF2168                         *CURRENT SURVEY CONTROL
 DF2168  ___________________________________________________________________
 DF2168* NAD 83(1994)-  33 58 33.73116(N)    083 22 20.40474(W)     ADJUSTED  
 DF2168* NAVD 88     -                                                        
 DF2168  ___________________________________________________________________
 DF2168  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DF2168  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF2168
 DF2168  HORZ ORDER  -  THIRD
 DF2168
 DF2168.The horizontal coordinates were established by classical geodetic methods
 DF2168.and adjusted by the National Geodetic Survey in September 1997..
 DF2168
 DF2168
 DF2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2168
 DF2168.The geoid height was determined by GEOID03.
 DF2168
 DF2168;                    North         East     Units Scale Factor Converg.
 DF2168;SPC GA W     -   441,130.209   773,398.343   MT  0.99996639   +0 26 38.1
 DF2168;SPC GA W     - 1,447,274.69  2,537,391.06   sFT  0.99996639   +0 26 38.1
 DF2168;UTM  17      - 3,762,035.456   280,834.841   MT  1.00019216   -1 19 34.7
 DF2168
 DF2168                          SUPERSEDED SURVEY CONTROL
 DF2168
 DF2168  NAD 83(1986)-  33 58 33.73833(N)    083 22 20.40388(W) AD(       ) 4
 DF2168  NAD 27      -  33 58 33.32537(N)    083 22 20.83724(W) AD(       ) 3
 DF2168
 DF2168.Superseded values are not recommended for survey control.
 DF2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2168.See file dsdata.txt to determine how the superseded data were derived.
 DF2168
 DF2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8083562035(NAD 83)
 DF2168_MARKER: 42 = RADIO/TV MAST
 DF2168
 DF2168  HISTORY     - Date     Condition        Report By
 DF2168  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2168  HISTORY     - 1978     GOOD             NGS
 DF2168
 DF2168                          STATION DESCRIPTION
 DF2168
 DF2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2168'THE STATION IS THE LIGHT ATOP THE SOUTH ONE OF THREE ATHENS
 DF2168'RADIO STATION MASTS.  IT IS A GUYED MAST PAINTED ALTERNATELY
 DF2168'RED AND WHITE AND APPROXIMATELY 210 FEET HIGH.
 DF2168'
 DF2168'LOCATED IN THE NORTH SECTION OF ATHENS, ABOUT 1.1 MILE NORTH OF
 DF2168'THE CENTER OF TOWN, 0.15 MILE SOUTH OF U.S. HIGHWAY 29 BY-PASS,
 DF2168'AND 225 FEET WEST OF THE CENTERLINE OF LAKE ROAD.
 DF2168
 DF2168                          STATION RECOVERY (1978)
 DF2168
 DF2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DF2168'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DF2168'
 DF2168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2168'NORTH SECTION OF ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2208 ***********************************************************************
 DF2208  DESIGNATION -  ATHENS SOU BELL MICROWAVE
 DF2208  PID         -  DF2208
 DF2208  STATE/COUNTY-  GA/CLARKE
 DF2208  USGS QUAD   -  ATHENS WEST (1998)
 DF2208
 DF2208                         *CURRENT SURVEY CONTROL
 DF2208  ___________________________________________________________________
 DF2208* NAD 83(1994)-  33 57 26.72832(N)    083 22 52.03378(W)     ADJUSTED  
 DF2208* NAVD 88     -                                                        
 DF2208  ___________________________________________________________________
 DF2208  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DF2208  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2208
 DF2208  HORZ ORDER  -  THIRD
 DF2208
 DF2208.The horizontal coordinates were established by classical geodetic methods
 DF2208.and adjusted by the National Geodetic Survey in September 1997..
 DF2208
 DF2208
 DF2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2208
 DF2208.The geoid height was determined by GEOID03.
 DF2208
 DF2208;                    North         East     Units Scale Factor Converg.
 DF2208;SPC GA W     -   439,059.621   772,602.303   MT  0.99996496   +0 26 19.7
 DF2208;SPC GA W     - 1,440,481.44  2,534,779.39   sFT  0.99996496   +0 26 19.7
 DF2208;UTM  17      - 3,759,989.973   279,975.036   MT  1.00019682   -1 19 50.1
 DF2208
 DF2208                          SUPERSEDED SURVEY CONTROL
 DF2208
 DF2208  NAD 83(1986)-  33 57 26.73544(N)    083 22 52.03296(W) AD(       ) 4
 DF2208  NAD 27      -  33 57 26.32040(N)    083 22 52.46597(W) AD(       ) 3
 DF2208
 DF2208.Superseded values are not recommended for survey control.
 DF2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2208.See file dsdata.txt to determine how the superseded data were derived.
 DF2208
 DF2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7997559990(NAD 83)
 DF2208_MARKER: 45 = MICROWAVE TOWER
 DF2208
 DF2208  HISTORY     - Date     Condition        Report By
 DF2208  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2208
 DF2208                          STATION DESCRIPTION
 DF2208
 DF2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2208'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE ATHENS
 DF2208'SOUTHERN BELL MICROWAVE TOWER KTF 60.  IT IS A FOUR LEGGED
 DF2208'SKELETON STEEL TOWER WITH ONE DISK SHAPED ANTENNA NEAR THE TOP,
 DF2208'PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY 220 FEET HIGH.
 DF2208'
 DF2208'LOCATED IN THE WEST SECTION OF THE CITY OF ATHENS, ABOUT 0.3
 DF2208'MILE WEST-SOUTHWEST OF THE CENTER OF TOWN, 150 FEET SOUTH OF THE
 DF2208'CENTERLINE OF REESE STREET, AND 175 FEET EAST OF THE CENTERLINE
 DF2208'OF NEWTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2165 ***********************************************************************
 DF2165  DESIGNATION -  ATHENS SOU MILLS SUPPLY TANK
 DF2165  PID         -  DF2165
 DF2165  STATE/COUNTY-  GA/CLARKE
 DF2165  USGS QUAD   -  ATHENS EAST (1998)
 DF2165
 DF2165                         *CURRENT SURVEY CONTROL
 DF2165  ___________________________________________________________________
 DF2165* NAD 83(1994)-  33 53 55.36336(N)    083 21 59.41362(W)     ADJUSTED  
 DF2165* NAVD 88     -                                                        
 DF2165  ___________________________________________________________________
 DF2165  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DF2165  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF2165
 DF2165  HORZ ORDER  -  THIRD
 DF2165
 DF2165.The horizontal coordinates were established by classical geodetic methods
 DF2165.and adjusted by the National Geodetic Survey in September 1997..
 DF2165
 DF2165
 DF2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2165
 DF2165.The geoid height was determined by GEOID03.
 DF2165
 DF2165;                    North         East     Units Scale Factor Converg.
 DF2165;SPC GA W     -   432,558.021   774,004.016   MT  0.99996749   +0 26 46.7
 DF2165;SPC GA W     - 1,419,150.77  2,539,378.18   sFT  0.99996749   +0 26 46.7
 DF2165;UTM  17      - 3,753,446.733   281,175.760   MT  1.00019033   -1 19 13.4
 DF2165
 DF2165                          SUPERSEDED SURVEY CONTROL
 DF2165
 DF2165  NAD 83(1986)-  33 53 55.37038(N)    083 21 59.41278(W) AD(       ) 4
 DF2165  NAD 27      -  33 53 54.95109(N)    083 21 59.84580(W) AD(       ) 3
 DF2165
 DF2165.Superseded values are not recommended for survey control.
 DF2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2165.See file dsdata.txt to determine how the superseded data were derived.
 DF2165
 DF2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8117653447(NAD 83)
 DF2165_MARKER: 53 = ELEVATED TANK
 DF2165
 DF2165  HISTORY     - Date     Condition        Report By
 DF2165  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2165
 DF2165                          STATION DESCRIPTION
 DF2165
 DF2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2165'THE STATION IS THE BALL ATOP THE ATHENS SOUTHERN MILLS SUPPLY
 DF2165'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP
 DF2165'AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR I-BEAM LEGS.  IT IS
 DF2165'SILVER IN COLOR AND APPROXIMATELY 105 FEET HIGH.
 DF2165'
 DF2165'LOCATED AIRLINE ABOUT 4-1/4 MILES SOUTH OF THE CENTER OF ATHENS,
 DF2165'0.75 MILE SOUTHWEST OF THE CENTER OF THE SMALL COMMUNITY OF WHITE
 DF2165'HALL, 0.1 MILE WEST OF GAINES SCHOOL ROAD, 66 FEET NORTH OF THE
 DF2165'CENTERLINE OF WHITE HALL ROAD AND 36 FEET EAST OF THE CENTERLINE
 DF2165'OF DRIVEWAY LEADING TO THE SUPPLY COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2162 ***********************************************************************
 DF2162  DESIGNATION -  ATHENS TECH COLLEGE TANK
 DF2162  PID         -  DF2162
 DF2162  STATE/COUNTY-  GA/CLARKE
 DF2162  USGS QUAD   -  ATHENS EAST (1998)
 DF2162
 DF2162                         *CURRENT SURVEY CONTROL
 DF2162  ___________________________________________________________________
 DF2162* NAD 83(1994)-  33 59 27.67603(N)    083 20 22.72951(W)     ADJUSTED  
 DF2162* NAVD 88     -                                                        
 DF2162  ___________________________________________________________________
 DF2162  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DF2162  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF2162
 DF2162  HORZ ORDER  -  THIRD
 DF2162
 DF2162.The horizontal coordinates were established by classical geodetic methods
 DF2162.and adjusted by the National Geodetic Survey in September 1997..
 DF2162
 DF2162
 DF2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2162
 DF2162.The geoid height was determined by GEOID03.
 DF2162
 DF2162;                    North         East     Units Scale Factor Converg.
 DF2162;SPC GA W     -   442,816.126   776,405.427   MT  0.99997194   +0 27 44.6
 DF2162;SPC GA W     - 1,452,805.91  2,547,256.81   sFT  0.99997194   +0 27 44.6
 DF2162;UTM  17      - 3,763,627.999   283,893.236   MT  1.00017575   -1 18 30.7
 DF2162
 DF2162                          SUPERSEDED SURVEY CONTROL
 DF2162
 DF2162  NAD 83(1986)-  33 59 27.68322(N)    083 20 22.72865(W) AD(       ) 4
 DF2162  NAD 27      -  33 59 27.27230(N)    083 20 23.16579(W) AD(       ) 3
 DF2162
 DF2162.Superseded values are not recommended for survey control.
 DF2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2162.See file dsdata.txt to determine how the superseded data were derived.
 DF2162
 DF2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8389363628(NAD 83)
 DF2162_MARKER: 53 = ELEVATED TANK
 DF2162
 DF2162  HISTORY     - Date     Condition        Report By
 DF2162  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2162
 DF2162                          STATION DESCRIPTION
 DF2162
 DF2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2162'THE STATION IS THE APEX OF THE VENT ATOP THE ATHENS, ATHENS TECH
 DF2162'COLLEGE WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 DF2162'TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SEVEN TUBULAR LEGS.  IT
 DF2162'IS GREEN IN COLOR AND APPROXIMATELY 160 FEET HIGH.
 DF2162'
 DF2162'LOCATED ABOUT 2.9 MILES NORTHEAST OF THE CENTER OF ATHENS, 0.15
 DF2162'MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 29 AND STATE HIGHWAY
 DF2162'72, 120 FEET EAST OF THE NORTH BOUND LANE OF U.S. HIGHWAY 29, AND
 DF2162'0.1 MILE NORTH OF ATHENS TECH COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2216 ***********************************************************************
 DF2216  DESIGNATION -  ATHENS WESTINGHOUSE TANK
 DF2216  PID         -  DF2216
 DF2216  STATE/COUNTY-  GA/CLARKE
 DF2216  USGS QUAD   -  ATHENS WEST (1998)
 DF2216
 DF2216                         *CURRENT SURVEY CONTROL
 DF2216  ___________________________________________________________________
 DF2216* NAD 83(1994)-  33 58 57.38438(N)    083 23 37.76055(W)     ADJUSTED  
 DF2216* NAVD 88     -                                                        
 DF2216  ___________________________________________________________________
 DF2216  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DF2216  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF2216
 DF2216  HORZ ORDER  -  THIRD
 DF2216
 DF2216.The horizontal coordinates were established by classical geodetic methods
 DF2216.and adjusted by the National Geodetic Survey in September 1997..
 DF2216
 DF2216
 DF2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2216
 DF2216.The geoid height was determined by GEOID03.
 DF2216
 DF2216;                    North         East     Units Scale Factor Converg.
 DF2216;SPC GA W     -   441,843.780   771,407.281   MT  0.99996284   +0 25 55.2
 DF2216;SPC GA W     - 1,449,615.80  2,530,858.72   sFT  0.99996284   +0 25 55.2
 DF2216;UTM  17      - 3,762,810.379   278,866.316   MT  1.00020285   -1 20 18.8
 DF2216
 DF2216                          SUPERSEDED SURVEY CONTROL
 DF2216
 DF2216  NAD 83(1986)-  33 58 57.39156(N)    083 23 37.75975(W) AD(       ) 4
 DF2216  NAD 27      -  33 58 56.98035(N)    083 23 38.19244(W) AD(       ) 3
 DF2216
 DF2216.Superseded values are not recommended for survey control.
 DF2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2216.See file dsdata.txt to determine how the superseded data were derived.
 DF2216
 DF2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7886662810(NAD 83)
 DF2216_MARKER: 53 = ELEVATED TANK
 DF2216
 DF2216  HISTORY     - Date     Condition        Report By
 DF2216  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2216
 DF2216                          STATION DESCRIPTION
 DF2216
 DF2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2216'THE STATION IS THE BALL ATOP THE ATHENS WESTINGHOUSE WATER
 DF2216'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 DF2216'HEMISPHERICAL BOTTOM, SUPPORTED BY SIX TUBULAR LEGS.  IT IS SILVER
 DF2216'IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 DF2216'
 DF2216'LOCATED AIRLINE ABOUT 1.8 MILES NORTH-NORTHWEST OF ATHENS, 0.55
 DF2216'MILE NORTH OF THE U.S. HIGHWAY 29 BY-PASS, 0.15 MILE EAST OF NEWTON
 DF2216'BRIDGE ROAD AND NEAR THE SOUTHEAST CORNER OF THE WESTINGHOUSE
 DF2216'COMPLEX MAIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0687 ***********************************************************************
 DF0687  DESIGNATION -  ATHON
 DF0687  PID         -  DF0687
 DF0687  STATE/COUNTY-  GA/JASPER
 DF0687  USGS QUAD   -  SMITHBORO (1981)
 DF0687
 DF0687                         *CURRENT SURVEY CONTROL
 DF0687  ___________________________________________________________________
 DF0687* NAD 83(1994)-  33 22 29.27257(N)    083 32 28.21326(W)     ADJUSTED  
 DF0687* NAVD 88     -       193.138  (meters)     633.65   (feet)  ADJUSTED  
 DF0687  ___________________________________________________________________
 DF0687  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DF0687  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF0687  DYNAMIC HT  -         192.932 (meters)     632.98  (feet)  COMP
 DF0687  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DF0687
 DF0687  HORZ ORDER  -  FIRST
 DF0687  VERT ORDER  -  FIRST     CLASS II
 DF0687
 DF0687.The horizontal coordinates were established by classical geodetic methods
 DF0687.and adjusted by the National Geodetic Survey in September 1997..
 DF0687
 DF0687.The orthometric height was determined by differential leveling
 DF0687.and adjusted by the National Geodetic Survey in June 1991..
 DF0687
 DF0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF0687
 DF0687.The geoid height was determined by GEOID03.
 DF0687
 DF0687.The dynamic height is computed by dividing the NAVD 88
 DF0687.geopotential number by the normal gravity value computed on the
 DF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0687.degrees latitude (g = 980.6199 gals.).
 DF0687
 DF0687.The modeled gravity was interpolated from observed gravity values.
 DF0687
 DF0687;                    North         East     Units Scale Factor Converg.
 DF0687;SPC GA W     -   374,340.008   758,200.883   MT  0.99994175   +0 20 38.8
 DF0687;SPC GA W     - 1,228,147.18  2,487,530.73   sFT  0.99994175   +0 20 38.8
 DF0687;UTM  17      - 3,695,723.472   263,592.370   MT  1.00028910   -1 23 54.9
 DF0687
 DF0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF0687!SPC GA W     -   0.99997404  x   0.99994175  =   0.99991579
 DF0687!UTM  17      -   0.99997404  x   1.00028910  =   1.00026314
 DF0687
 DF0687|---------------------------------------------------------------------|
 DF0687| PID    Reference Object                     Distance      Geod. Az  |
 DF0687|                                                           dddmmss.s |
 DF0687| DF0686 ATHON RM 1                           46.702 METERS 04012     |
 DF0687| DF2417 EATON BEASLEY LOT                   APPROX. 5.4 KM 0590003.1 |
 DF0687| DF2399 EATONTON BLACK STANDPIPE            APPROX.15.0 KM 1081619.8 |
 DF0687| DF2430 ATHON 1935 AZ MK PTA                378.780 METERS 11900     |
 DF0687| DF0684 ATHON AZ MK                         384.542 METERS 11943     |
 DF0687| DF0685 ATHON RM 2                           21.906 METERS 13033     |
 DF0687| CY7789 ATHON RM 3                           22.577 METERS 13605     |
 DF0687| DF2429 MONTICELLO MICRO RELAY MAST         APPROX.10.5 KM 2223109.0 |
 DF0687| DF2432 MONTICELLO STANDPIPE                APPROX.16.4 KM 2382113.5 |
 DF0687| DF2420 SHADY DALE S MUN TANK               APPROX. 5.3 KM 2981351.5 |
 DF0687| DF2630 WALKER RM 3                         APPROX.14.2 KM 3580346.0 |
 DF0687|---------------------------------------------------------------------|
 DF0687
 DF0687                          SUPERSEDED SURVEY CONTROL
 DF0687
 DF0687  NAD 83(1986)-  33 22 29.27863(N)    083 32 28.21230(W) AD(       ) 1
 DF0687  NAD 27      -  33 22 28.81700(N)    083 32 28.59800(W) AD(       ) 1
 DF0687  NGVD 29 (??/??/92)  193.233  (m)          633.97   (f) ADJ UNCH    1 2
 DF0687
 DF0687.Superseded values are not recommended for survey control.
 DF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0687.See file dsdata.txt to determine how the superseded data were derived.
 DF0687
 DF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6359295723(NAD 83)
 DF0687_MARKER: DS = TRIANGULATION STATION DISK
 DF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0687_STAMPING: ATHON 1935
 DF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0687+STABILITY: SURFACE MOTION
 DF0687
 DF0687  HISTORY     - Date     Condition        Report By
 DF0687  HISTORY     - 1935     MONUMENTED       CGS
 DF0687  HISTORY     - 1954     GOOD             CGS
 DF0687  HISTORY     - 1958     GOOD             NGS
 DF0687  HISTORY     - 1960     GOOD             AEROS
 DF0687  HISTORY     - 1971     GOOD             USGS
 DF0687  HISTORY     - 1974     SEE DESCRIPTION  NGS
 DF0687  HISTORY     - 1976     GOOD             NGS
 DF0687
 DF0687                          STATION DESCRIPTION
 DF0687
 DF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 DF0687'ABOUT 9 MILES WEST OF EATONTON, 0.25 MILE NORTH OF RAILROAD
 DF0687'CROSSING, 100 FEET NORTH OF TERRACES IN FIELD, 25 FEET EAST OF
 DF0687'CENTER LINE OF DIRT ROAD AND 10 FEET EAST ON TOP OF BANK AT EAST
 DF0687'SIDE OF ROAD.  TO REACH STATION FROM EATONTON FOLLOW STATE HIGHWAY
 DF0687'16 WEST FOR 7 MILES TO CENTRAL OF GEORGIA RAILWAY STATION AT
 DF0687'WILLARD.  GO 0.1 MILE WEST OF WILLARD RAILWAY STATION TO ROAD
 DF0687'FORKS.  GO RIGHT AT Y 4.3 MILES TO APPOLO (AN ABANDONED BRICK
 DF0687'STORE AT RIGHT).  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO STATION.
 DF0687'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 DF0687'UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH
 DF0687'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK
 DF0687'NO. 1 PROJECTS 7 INCHES, IS IN TERRACE, 115 FEET FROM END OF TERRACE
 DF0687'(FOLLOWING CURVE OF TERRACE TO RAILROAD SIDE DITCH) AND 153.18 FEET
 DF0687'NORTHEAST OF STATION N 40 DEG 13 MIN E.  NO. 2 PROJECTS 9
 DF0687'INCHES, IS 20 FEET EAST OF CENTER LINE OF ROAD, 4 FEET EAST OF
 DF0687'DITCH AND 71.88 FEET SOUTHEAST OF STATION S 49 DEG 26 MIN E.
 DF0687'AZIMUTH MARK PROJECTS 6 INCHES, IS 100 FEET NORTH OF RAILROAD
 DF0687'CROSSING, 30 FEET WEST OF CENTER OF TRACKS, 20 FEET EAST OF CENTER
 DF0687'LINE OF ROAD AND 0.25 MILE SOUTHEAST OF STATION S 60 DEG 17 MIN E.
 DF0687'SHADYDALE WATER TANK IS 3 MILES FROM STATION N 56 DEG 36 MIN W.
 DF0687
 DF0687                          STATION RECOVERY (1954)
 DF0687
 DF0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF0687'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 DF0687'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 DF0687'
 DF0687'THE STATION IS LOCATED 9 MI. W OF EATONTON, 3.2 MI. E OF SHADY
 DF0687'DELL, ABOUT 0.2 MI. W OF THE PUTNAM COUNTY LINE, ON THE HIGHEST
 DF0687'POINT IN THE VICINITY, AND ON LAND OWNED BY MR.  BERNER LYNCH.  IT
 DF0687'IS IN A CULTIVATED FIELD, ABOUT 200 FT.  S OF A RAILROAD TRACK, AND
 DF0687'25 FT. NE OF THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD
 DF0687'STATION DISK, STAMPED ATHON 1935 PROJECTING 8 IN.
 DF0687'
 DF0687'REFERENCE MARK 1 IS 153.18 FT. NE OF THE STATION N 40 DEG
 DF0687'13 MIN E.  IT IS SET IN A TERRACE BETWEEN THE ROAD AND THE
 DF0687'RAILROAD TRACKS, 115 FT. FROM THE NW END OF THE TERRACE.  IT IS A
 DF0687'STANDARD REFERENCE-MARK DISK, STAMPED ATHON NO 1 1935 PROJECTING 2 IN.
 DF0687'
 DF0687'REFERENCE MARK 2 IS 71.88 FT. SE OF THE STATION S 49 DEG 26 MIN E.
 DF0687'IT IS 20 FT. NE OF THE CENTERLINE OF THE DIRT ROAD, AND 4 FT.
 DF0687'NE OF THE DITCH LINE.  IT IS A STANDARD REFERENCE-MARK DISK,
 DF0687'STAMPED ATHON NO 2 1935 PROJECTING 6 IN.
 DF0687'
 DF0687'THE AZIMUTH MARK IS 0.3 MI. E OF THE STATION S 50 DEG 17 MIN E.
 DF0687'IT IS 90 FT. W OF THE CENTERLINE OF THE RAILROAD
 DF0687'CROSSING, 24 FT. N OF THE CENTERLINE OF THE DIRT ROAD, 27.5 FT. S
 DF0687'OF THE S RAIL OF THE TRACKS, AND 41 FT. SE OF A TELEGRAPH POLE.
 DF0687'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED ATHON AZ MK 1935 AND
 DF0687'IS FLUSH WITH THE GROUND.
 DF0687'
 DF0687'TO REACH FROM THE CROSSROADS IN SHADY DELL (STATE HIGHWAYS 83 AND
 DF0687'142), GO E ON STATE HIGHWAY 142 FOR 3.65 MI. (THIS IS 0.2 MI. E OF
 DF0687'THE JASPER-PUTNAM COUNTY LINE) TO A SIDE ROAD RIGHT, TURN SHARP
 DF0687'RIGHT AND GO 0.2 MI. TO THE RAILROAD CROSSING AND THE AZIMUTH MARK
 DF0687'ON THE RIGHT.  CONTINUE FOR 0.3 MI. TO THE TOP OF THE GRADE AND THE
 DF0687'STATION ON THE RIGHT.
 DF0687'
 DF0687'NOTE--SHADY DELL IS 8.6 MI. N OF MONTICELLO ON STATE HIGHWAY 83.
 DF0687
 DF0687                          STATION RECOVERY (1958)
 DF0687
 DF0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DF0687'4 MI SE FROM MACHEN.
 DF0687'ABOUT 0.15 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0687'FROM THE STATION AT MACHEN, THENCE ABOUT 3.45 MILES SOUTHEAST
 DF0687'ALONG THE C. OF G. RY, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A
 DF0687'GRADED ROAD, 26 FEET NORTHEAST OF CENTER LINE OF ROAD, 10 FEET
 DF0687'NORTHEAST OF THE EDGE OF A CUT BANK AND IS IN A CULTIVATED FIELD,
 DF0687'10.2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE
 DF0687'THE LEVEL OF THE ROAD, AND IN TOP OF A CONCRETE POST PROJECTING 3
 DF0687'INCHES.  NOTE-- THIS MARK CAN BE REACHED BY GOING 0.35 MILE NORTH
 DF0687'ALONG THE CENTRAL OF GEORGIA RAILWAY FROM MILEPOST S 222, THENCE
 DF0687'ABOUT 0.25 MILE NORTHWEST ALONG A GRADED ROAD.  THIS MARK IS IN A
 DF0687'POOR LOCATION AS FARM MACHINERY IS USED IN THIS AREA.
 DF0687
 DF0687                          STATION RECOVERY (1960)
 DF0687
 DF0687'RECOVERY NOTE BY AERO SERVICE CORPORATION 1960 (AD)
 DF0687'STATION RECOVERED IN GOOD CONDITION.
 DF0687'
 DF0687'REFERENCE MARKS NOT SEARCHED FOR.
 DF0687
 DF0687                          STATION RECOVERY (1971)
 DF0687
 DF0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRS)
 DF0687'FROM INTERSECTION OF ST. HWY. 83 AND ST. HWY. 142, AT SHADY DALE,
 DF0687'PROCEED SE ON ST. HWY. 142 1.85 MI. TO A X-RDS., TURN RIGHT ON DIRT
 DF0687'RD. AND PROCEED SW 0.9 MI. TO A T-RD., TURN LEFT AND PROCEED SE
 DF0687'0.3 MI. TO A Y-RD FK, TURN LEFT AND PROCEED EAST 1.75 MI. TO MARK
 DF0687'ON NE SIDE OF RD. 26 FT. NE OF THE CENTERLINE OF RD., 10 FT. NE
 DF0687'OF THE EDGE OF A CUT BANK AND IS IN A CULTIVATED FIELD, 10.2
 DF0687'FT. NE OF A STEEL WITNESS POST, ABOUT 2 FT. ABOVE THE LEVEL OF
 DF0687'THE RD., AND IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DF0687
 DF0687                          STATION RECOVERY (1974)
 DF0687
 DF0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 DF0687'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 DF0687'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED IN A
 DF0687'CULTIVATED FIELD AND WILL BE DESTROYED AT THIS TIME AT THE REQUEST
 DF0687'OF THE PROPERTY OWNER.  A REFERENCE MARK 3 WAS ESTABLISHED AND THE
 DF0687'STATION SURFACE MARK WAS LOWERED IN PLACE, THE UNDERGROUND MARK
 DF0687'WAS NOT DISTURBED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 DF0687'2 COMPARES FAVORABLY TO THE 1935 DATA.  THE DISTANCE TO
 DF0687'REFERENCE MARK 1 IS NOTED TO BE GREATER BY 0.012 METER AND THE
 DF0687'DIRECTION COMPARES FAVORABLY.  THE DIRECTION TO THE AZIMUTH
 DF0687'MARK IS NOTED AND VERIFIED TO BE LESS BY 09.1 SECONDS.
 DF0687'
 DF0687'A COMPLETE DESCRIPTION FOLLOWS.
 DF0687'
 DF0687'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF MONTICELLO,
 DF0687'3.5 MILES SOUTHEAST OF SHADY DALE, 0.2 MILE WEST OF THE
 DF0687'JASPER-PUTNAM COUNTY LINE AND ON PROPERTY OWNED BY MR. BERNER
 DF0687'LYNCH, WHO LIVES ABOUT 0.5 MILE NORTH OF THE STATION.
 DF0687'
 DF0687'TO REACH FROM THE JUNCTION OF STATE ROUTES 83 AND 142 JUST SOUTH
 DF0687'OF THE POST OFFICE IN THE SMALL COMMUNITY OF SHADY DALE, GO
 DF0687'SOUTHEAST ON ROUTE 142 FOR 3.65 MILES TO THE JASPER-PUTNAM COUNTY
 DF0687'LINE.  CONTINUE AHEAD FOR 0.2 MILE TO A ROAD RIGHT.  TURN SHARP
 DF0687'RIGHT AND GO NORTHWEST ON DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH
 DF0687'MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.25 MILE TO THE STATION
 DF0687'ON THE RIGHT.
 DF0687'
 DF0687'THE STATION MARK, A STANDARD DISK STAMPED ATHON 1935 1974, IS
 DF0687'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 DF0687'BELOW THE GROUND SURFACE.  IT IS 75 FEET NORTHWEST OF A METAL
 DF0687'WITNESS POST, 28 FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD
 DF0687'AND 8.8 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  THE
 DF0687'UNDERGROUND DISK, AS STATED IN THE 1935 DESCRIPTION, IS DESCRIBED
 DF0687'AS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 DF0687'
 DF0687'REFERENCE MARK 1, A STANDARD DISK STAMPED ATHON NO 1 1935, IS
 DF0687'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF0687'WITH THE GROUND SURFACE.  IT IS 4 FEET SOUTHWEST OF A FENCE AND
 DF0687'2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 DF0687'
 DF0687'REFERENCE MARK 3, A STANDARD DISK STAMPED ATHON 1935 NO 3 1974,
 DF0687'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF0687'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET
 DF0687'NORTH-NORTHEAST OF THE CENTER OF THE ROAD AND 1 FOOT NORTHWEST OF
 DF0687'A METAL WITNESS POST.
 DF0687'
 DF0687'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ATHON
 DF0687'AZ MK 1935, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF0687'MONUMENT WHICH PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS
 DF0687'22 FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 18.5 FEET
 DF0687'SOUTHWEST OF A 12-INCH PINE TREE AND 6 FEET WEST-NORTHWEST OF
 DF0687'UTILITY POLE NUMBER 126.
 DF0687'
 DF0687'HEIGHT OF LIGHT ABOVE STATION MARK 87.4 FEET.
 DF0687'
 DF0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF0687'3.5 MILES SOUTHEAST OF SHADY DALE.
 DF0687
 DF0687                          STATION RECOVERY (1976)
 DF0687
 DF0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF0687'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 DF0687'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED.
 DF0687'THE DISTANCE AND DIRECTION TO REFERENCE
 DF0687'MARKS 1 AND 3 CHECKED THE 1974 DATA.  THE DIRECTION TO THE
 DF0687'AZIMUTH MARK CHECKED THE 1974 DATA.  THE 1974 DESCRIPTION
 DF0687'IS ADEQUATE TO REACH THE STATION AND RECOVER ALL MARKS.
 DF0687'
 DF0687'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS
 DF0687'26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0684 ***********************************************************************
 DF0684  DESIGNATION -  ATHON AZ MK
 DF0684  PID         -  DF0684
 DF0684  STATE/COUNTY-  GA/PUTNAM
 DF0684  USGS QUAD   -  SMITHBORO (1981)
 DF0684
 DF0684                         *CURRENT SURVEY CONTROL
 DF0684  ___________________________________________________________________
 DF0684* NAD 83(1994)-  33 22 23.08585(N)    083 32 15.29291(W)     ADJUSTED  
 DF0684* NAVD 88     -       188.844  (meters)     619.57   (feet)  ADJUSTED  
 DF0684  ___________________________________________________________________
 DF0684  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DF0684  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF0684  DYNAMIC HT  -         188.642 (meters)     618.90  (feet)  COMP
 DF0684  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DF0684
 DF0684  HORZ ORDER  -  SECOND
 DF0684  VERT ORDER  -  FIRST     CLASS II
 DF0684
 DF0684.The horizontal coordinates were established by classical geodetic methods
 DF0684.and adjusted by the National Geodetic Survey in September 1997..
 DF0684
 DF0684.The orthometric height was determined by differential leveling
 DF0684.and adjusted by the National Geodetic Survey in June 1991..
 DF0684
 DF0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF0684
 DF0684.The geoid height was determined by GEOID03.
 DF0684
 DF0684.The dynamic height is computed by dividing the NAVD 88
 DF0684.geopotential number by the normal gravity value computed on the
 DF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0684.degrees latitude (g = 980.6199 gals.).
 DF0684
 DF0684.The modeled gravity was interpolated from observed gravity values.
 DF0684
 DF0684;                    North         East     Units Scale Factor Converg.
 DF0684;SPC GA W     -   374,151.429   758,535.985   MT  0.99994223   +0 20 45.8
 DF0684;SPC GA W     - 1,227,528.48  2,488,630.14   sFT  0.99994223   +0 20 45.8
 DF0684;UTM  17      - 3,695,524.721   263,921.697   MT  1.00028718   -1 23 47.5
 DF0684
 DF0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF0684!SPC GA W     -   0.99997472  x   0.99994223  =   0.99991695
 DF0684!UTM  17      -   0.99997472  x   1.00028718  =   1.00026189
 DF0684
 DF0684|---------------------------------------------------------------------|
 DF0684| PID    Reference Object                     Distance      Geod. Az  |
 DF0684|                                                           dddmmss.s |
 DF0684| DF0687 ATHON                               384.542 METERS 29943     |
 DF0684| DF2430 ATHON 1935 AZ MK PTA                  7.498 METERS 33908     |
 DF0684|---------------------------------------------------------------------|
 DF0684
 DF0684                          SUPERSEDED SURVEY CONTROL
 DF0684
 DF0684  NAD 83(1986)-  33 22 23.09191(N)    083 32 15.29196(W) AD(       ) 2
 DF0684  NAD 27      -  33 22 22.63011(N)    083 32 15.67796(W) AD(       ) 2
 DF0684  NGVD 29 (??/??/92)  188.940  (m)          619.88   (f) ADJ UNCH    1 2
 DF0684
 DF0684.Superseded values are not recommended for survey control.
 DF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0684.See file dsdata.txt to determine how the superseded data were derived.
 DF0684
 DF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6392295525(NAD 83)
 DF0684_MARKER: DZ = AZIMUTH MARK DISK
 DF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0684_STAMPING: ATHON AZ MK 1935
 DF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0684+STABILITY: SURFACE MOTION
 DF0684
 DF0684  HISTORY     - Date     Condition        Report By
 DF0684  HISTORY     - 1976     MONUMENTED       NGS
 DF0684  HISTORY     - 1958     GOOD             NGS
 DF0684
 DF0684                          STATION DESCRIPTION
 DF0684
 DF0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF0684'A TRAVERSE WAS MADE TO TRIANGULATION STATION ATHON USING
 DF0684'ELECTRONIC DISTANCE EQUIPMENT.
 DF0684
 DF0684                          STATION RECOVERY (1958)
 DF0684
 DF0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DF0684'4.2 MI SE FROM MACHEN.
 DF0684'ABOUT 0.15 MILE NORTHEAST ALONG THE CENTER OF GEORGIA RAILWAY FROM
 DF0684'THE STATION AT MACHEN, THENCE ABOUT 4.1 MILES SOUTHEAST ALONG THE
 DF0684'C. OF G. RY, 0.35 MILE NORTHWEST OF MILEPOST S 222, 90 FEET
 DF0684'NORTHWEST OF THE CENTER OF THE CROSSING OF A GRADED ROAD LEADING
 DF0684'EAST AND NORTHWEST, 27.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21
 DF0684'FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD, IN THE SOUTHEAST
 DF0684'END OF A CULTIVATED FIELD AND ALONG THE SOUTHWEST EDGE OF FIELD,
 DF0684'5 1/2 FEET NORTHWEST OF TELEPHONE POLE 126 AND 2 FEET SOUTHWEST OF
 DF0684'BEING IN LINE WITH ROW OF POLES, 41.9 FEET NORTH OF AND ACROSS THE
 DF0684'ROAD FROM A RAILROAD WARNING SIGN, ABOUT 3 FEET ABOVE THE LEVEL OF
 DF0684'THE TRACK, AND IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0686 ***********************************************************************
 DF0686  DESIGNATION -  ATHON RM 1
 DF0686  PID         -  DF0686
 DF0686  STATE/COUNTY-  GA/JASPER
 DF0686  USGS QUAD   -  SMITHBORO (1981)
 DF0686
 DF0686                         *CURRENT SURVEY CONTROL
 DF0686  ___________________________________________________________________
 DF0686* NAD 83(1986)-  33 22 28.     (N)    083 32 28.     (W)     SCALED    
 DF0686* NAVD 88     -       192.303  (meters)     630.91   (feet)  ADJUSTED  
 DF0686  ___________________________________________________________________
 DF0686  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF0686  DYNAMIC HT  -         192.098 (meters)     630.24  (feet)  COMP
 DF0686  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DF0686
 DF0686  VERT ORDER  -  FIRST     CLASS II
 DF0686
 DF0686.The horizontal coordinates were scaled from a topographic map and have
 DF0686.an estimated accuracy of +/- 6 seconds.
 DF0686
 DF0686.The orthometric height was determined by differential leveling
 DF0686.and adjusted by the National Geodetic Survey in June 1991..
 DF0686
 DF0686.The geoid height was determined by GEOID03.
 DF0686
 DF0686.The dynamic height is computed by dividing the NAVD 88
 DF0686.geopotential number by the normal gravity value computed on the
 DF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0686.degrees latitude (g = 980.6199 gals.).
 DF0686
 DF0686.The modeled gravity was interpolated from observed gravity values.
 DF0686
 DF0686;                    North         East    Units  Estimated Accuracy
 DF0686;SPC GA W     -   374,300.      758,210.      MT  (+/- 180 meters Scaled)
 DF0686
 DF0686                          SUPERSEDED SURVEY CONTROL
 DF0686
 DF0686  NGVD 29 (??/??/92)  192.398  (m)          631.23   (f) ADJ UNCH    1 2
 DF0686
 DF0686.Superseded values are not recommended for survey control.
 DF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0686.See file dsdata.txt to determine how the superseded data were derived.
 DF0686
 DF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS635956(NAD 83)
 DF0686_MARKER: DR = REFERENCE MARK DISK
 DF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0686_STAMPING: ATHON NO 1 1935
 DF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0686+STABILITY: SURFACE MOTION
 DF0686
 DF0686  HISTORY     - Date     Condition        Report By
 DF0686  HISTORY     - 1935     MONUMENTED       CGS
 DF0686  HISTORY     - 1958     GOOD             NGS
 DF0686
 DF0686                          STATION DESCRIPTION
 DF0686
 DF0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0686'4 MI SE FROM MACHEN.
 DF0686'ABOUT 0.15 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0686'FROM THE STATION AT MACHEN, THENCE ABOUT 3.45 MILES SOUTHEAST
 DF0686'ALONG THE C. OF G. RY, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A
 DF0686'GRADED ROAD, 179 FEET NORTHEAST OF THE CENTER LINE OF GRADED ROAD,
 DF0686'ALONG THE SOUTHWEST EDGE OF TERRACE IN CENTER OF CULTIVATED FIELD,
 DF0686'153.2 FEET NORTHEAST OF STATION ATHON, 169.5 FEET NORTH-NORTHEAST
 DF0686'OF ATHON RM 2, AND ABOUT 2 INCHES ABOVE THE GROUND, IN TOP OF A
 DF0686'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0685 ***********************************************************************
 DF0685  DESIGNATION -  ATHON RM 2
 DF0685  PID         -  DF0685
 DF0685  STATE/COUNTY-  GA/JASPER
 DF0685  USGS QUAD   -  SMITHBORO (1981)
 DF0685
 DF0685                         *CURRENT SURVEY CONTROL
 DF0685  ___________________________________________________________________
 DF0685* NAD 83(1986)-  33 22 28.     (N)    083 32 28.     (W)     SCALED    
 DF0685* NAVD 88     -       192.759  (meters)     632.41   (feet)  ADJUSTED  
 DF0685  ___________________________________________________________________
 DF0685  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF0685  DYNAMIC HT  -         192.554 (meters)     631.74  (feet)  COMP
 DF0685  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DF0685
 DF0685  VERT ORDER  -  FIRST     CLASS II
 DF0685
 DF0685.The horizontal coordinates were scaled from a topographic map and have
 DF0685.an estimated accuracy of +/- 6 seconds.
 DF0685
 DF0685.The orthometric height was determined by differential leveling
 DF0685.and adjusted by the National Geodetic Survey in June 1991..
 DF0685
 DF0685.The geoid height was determined by GEOID03.
 DF0685
 DF0685.The dynamic height is computed by dividing the NAVD 88
 DF0685.geopotential number by the normal gravity value computed on the
 DF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0685.degrees latitude (g = 980.6199 gals.).
 DF0685
 DF0685.The modeled gravity was interpolated from observed gravity values.
 DF0685
 DF0685;                    North         East    Units  Estimated Accuracy
 DF0685;SPC GA W     -   374,300.      758,210.      MT  (+/- 180 meters Scaled)
 DF0685
 DF0685                          SUPERSEDED SURVEY CONTROL
 DF0685
 DF0685  NGVD 29 (??/??/92)  192.854  (m)          632.72   (f) ADJ UNCH    1 2
 DF0685
 DF0685.Superseded values are not recommended for survey control.
 DF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0685.See file dsdata.txt to determine how the superseded data were derived.
 DF0685
 DF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS635956(NAD 83)
 DF0685_MARKER: DR = REFERENCE MARK DISK
 DF0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0685_STAMPING: ATHON NO 2 1935
 DF0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0685+STABILITY: SURFACE MOTION
 DF0685
 DF0685  HISTORY     - Date     Condition        Report By
 DF0685  HISTORY     - 1935     MONUMENTED       CGS
 DF0685  HISTORY     - 1958     GOOD             NGS
 DF0685
 DF0685                          STATION DESCRIPTION
 DF0685
 DF0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0685'4 MI SE FROM MACHEN.
 DF0685'ABOUT 0.15 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0685'FROM THE STATION AT MACHEN, THENCE ABOUT 3.45 MILES SOUTHEAST
 DF0685'ALONG THE C. OF G. RY, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A
 DF0685'GRADED ROAD, 23 FEET NORTHEAST OF THE CENTER LINE OF GRADED ROAD,
 DF0685'IN A CULTIVATED FIELD, 8 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A
 DF0685'LOW CUT BANK, 71.9 FEET SOUTHEAST OF STATION ATHON, 169.5 FEET
 DF0685'SOUTHWEST OF ATHON RM 1, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 DF0685'ROAD, AND IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.  THIS
 DF0685'MARK CAN BE REACHED BY GOING 0.35 MILE NORTH ALONG THE CENTRAL OF
 DF0685'GEORGIA RAILWAY FROM MILEPOST S 222, THENCE ABOUT 0.25 MILE
 DF0685'NORTHWEST ALONG A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0528 ***********************************************************************
 DG0528  DESIGNATION -  ATL ARP 2
 DG0528  PID         -  DG0528
 DG0528  STATE/COUNTY-  GA/FULTON
 DG0528  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0528
 DG0528                         *CURRENT SURVEY CONTROL
 DG0528  ___________________________________________________________________
 DG0528* NAD 83(1994)-  33 38 42.09718(N)    084 25 36.27672(W)     ADJUSTED  
 DG0528* NAVD 88     -       301.014  (meters)     987.58   (feet)  ADJUSTED  
 DG0528  ___________________________________________________________________
 DG0528  X           -     516,222.944 (meters)                     COMP
 DG0528  Y           -  -5,290,273.704 (meters)                     COMP
 DG0528  Z           -   3,513,887.084 (meters)                     COMP
 DG0528  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG0528  ELLIP HEIGHT-         271.59  (meters)          (11/30/98) GPS OBS
 DG0528  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0528  DYNAMIC HT  -         300.675 (meters)     986.46  (feet)  COMP
 DG0528  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 DG0528
 DG0528  HORZ ORDER  -  THIRD
 DG0528  VERT ORDER  -  SECOND    CLASS 0
 DG0528  ELLP ORDER  -  THIRD     CLASS II
 DG0528
 DG0528.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG0528
 DG0528.The horizontal coordinates were established by GPS observations
 DG0528.and adjusted by the National Geodetic Survey in November 1998..
 DG0528
 DG0528.The orthometric height was determined by differential leveling
 DG0528.and adjusted by the National Geodetic Survey in June 1991..
 DG0528
 DG0528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG0528
 DG0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0528
 DG0528.The ellipsoidal height was determined by GPS observations
 DG0528.and is referenced to NAD 83.
 DG0528
 DG0528.The geoid height was determined by GEOID03.
 DG0528
 DG0528.The dynamic height is computed by dividing the NAVD 88
 DG0528.geopotential number by the normal gravity value computed on the
 DG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0528.degrees latitude (g = 980.6199 gals.).
 DG0528
 DG0528.The modeled gravity was interpolated from observed gravity values.
 DG0528
 DG0528;                    North         East     Units Scale Factor Converg.
 DG0528;SPC GA W     -   404,164.645   675,875.754   MT  0.99990717   -0 08 38.7
 DG0528;SPC GA W     - 1,325,996.84  2,217,435.70   sFT  0.99990717   -0 08 38.7
 DG0528;UTM  16      - 3,725,768.798   738,649.769   MT  1.00030220   +1 25 35.0
 DG0528
 DG0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0528!SPC GA W     -   0.99995736  x   0.99990717  =   0.99986454
 DG0528!UTM  16      -   0.99995736  x   1.00030220  =   1.00025955
 DG0528
 DG0528                          SUPERSEDED SURVEY CONTROL
 DG0528
 DG0528  NAVD 88 (11/30/98)  301.01   (m)          987.6    (f) LEVELING    3  
 DG0528  NGVD 29 (??/??/92)  300.964  (m)          987.41   (f) ADJ UNCH    2 0
 DG0528
 DG0528.Superseded values are not recommended for survey control.
 DG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0528.See file dsdata.txt to determine how the superseded data were derived.
 DG0528
 DG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3865025769(NAD 83)
 DG0528_MARKER: DT = TOPOGRAPHIC STATION DISK
 DG0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0528_STAMPING: ARP 2 1961
 DG0528_MARK LOGO: CGS   
 DG0528_PROJECTION: FLUSH
 DG0528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0528+STABILITY: SURFACE MOTION
 DG0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG0528+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 DG0528
 DG0528  HISTORY     - Date     Condition        Report By
 DG0528  HISTORY     - 1961     MONUMENTED       CGS
 DG0528  HISTORY     - 1977     GOOD             NGS
 DG0528  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0528  HISTORY     - 19920630 GOOD             NGS
 DG0528  HISTORY     - 19981010 GOOD             NGS
 DG0528
 DG0528                          STATION DESCRIPTION
 DG0528
 DG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DG0528'0.7 MI W FROM HAPEVILLE.
 DG0528'188.5 FT NE OF NE EDGE OF THE SE-NW TAXIWAY.  83.0 FT WEST OF
 DG0528'THE NW EDGE OF THE SW-NE TAXIWAY.  252.1 FT NORTH OF THE NORTH
 DG0528'ANGLE FORMED BY THE INTERSECTION OF THE NE-SW AND SE-NW TAXIWAYS.
 DG0528'79.5 FT NW OF A TAXIWAY LIGHT.
 DG0528
 DG0528                          STATION RECOVERY (1977)
 DG0528
 DG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DG0528'RECOVERED IN GOOD CONDITION.
 DG0528
 DG0528                          STATION RECOVERY (1990)
 DG0528
 DG0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0528'NOT FOUND. PROBABLY DESTROYED BY AIRPORT CONSTRUCTION.
 DG0528
 DG0528                          STATION RECOVERY (1992)
 DG0528
 DG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DG0528'THE STATION IS LOCATED ABOUT 3536 FT (1077.8 M) EAST OF RUNWAY END 8
 DG0528'SOUTH OF RUNWAY 8R/26L, ABOUT 980 FT (298.7 M) WEST OF TAXIWAY P, 107
 DG0528'FT (32.6 M) SOUTH OF THE SOUTH EDGE OF THE PROPOSED TAXIWAY E, AND
 DG0528'79.2 FT (24.1 M) EAST OF THE NORTHEAST CORNER OF A 3 1/2 BY 5 FOOT
 DG0528'(1.5 M) DRAIN.  THE STATION IS A MARKED WITH A STANDARD CGS
 DG0528'TOPOGRAPHIC STATION DISK, STAMPED ARP 2 1961, SET IN THE TOP OF A
 DG0528'CONCRETE POST.  NOTE-1982-THE STATION IS NOW 1.2 FT (0.4 M) BELOW
 DG0528'GROUND.
 DG0528
 DG0528                          STATION RECOVERY (1998)
 DG0528
 DG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 DG0528'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 DG0528'THE STATION IS 37.0 FT (11.3 M) SOUTHWEST OF THE WEST CORNER OF THE
 DG0528'RAMP 5 SIGN.CAUTION SHOULD BE USED WHEN DIGGING, THERE IS AN ELECTRIC
 DG0528'CABLE RUNNING NEXT TO THE STATION.  SEVERAL WOODEN STAKES HAVE BEEN
 DG0528'PUT IN THE HOLE TO PROTECT THE CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6362 ***********************************************************************
 AB6362  DESIGNATION -  ATL B 3
 AB6362  PID         -  AB6362
 AB6362  STATE/COUNTY-  GA/FULTON
 AB6362  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 AB6362
 AB6362                         *CURRENT SURVEY CONTROL
 AB6362  ___________________________________________________________________
 AB6362* NAD 83(1994)-  33 38 47.21564(N)    084 24 18.64436(W)     ADJUSTED  
 AB6362* NAVD 88     -       302.6    (meters)     993.     (feet)  GPS OBS   
 AB6362  ___________________________________________________________________
 AB6362  X           -     518,205.630 (meters)                     COMP
 AB6362  Y           -  -5,289,993.400 (meters)                     COMP
 AB6362  Z           -   3,514,019.258 (meters)                     COMP
 AB6362  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AB6362  ELLIP HEIGHT-         273.19  (meters)          (11/30/98) GPS OBS
 AB6362  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 AB6362
 AB6362  HORZ ORDER  -  THIRD
 AB6362  ELLP ORDER  -  THIRD     CLASS II
 AB6362
 AB6362.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 AB6362
 AB6362.The horizontal coordinates were established by GPS observations
 AB6362.and adjusted by the National Geodetic Survey in November 1998..
 AB6362
 AB6362.The orthometric height was determined by GPS observations and a
 AB6362.high-resolution geoid model.
 AB6362
 AB6362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6362
 AB6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6362
 AB6362.The ellipsoidal height was determined by GPS observations
 AB6362.and is referenced to NAD 83.
 AB6362
 AB6362.The geoid height was determined by GEOID03.
 AB6362
 AB6362;                    North         East     Units Scale Factor Converg.
 AB6362;SPC GA W     -   404,317.508   677,876.409   MT  0.99990603   -0 07 55.7
 AB6362;SPC GA W     - 1,326,498.36  2,223,999.52   sFT  0.99990603   -0 07 55.7
 AB6362;UTM  16      - 3,725,976.518   740,646.285   MT  1.00031399   +1 26 18.2
 AB6362
 AB6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6362!SPC GA W     -   0.99995711  x   0.99990603  =   0.99986315
 AB6362!UTM  16      -   0.99995711  x   1.00031399  =   1.00027109
 AB6362
 AB6362                          SUPERSEDED SURVEY CONTROL
 AB6362
 AB6362.No superseded survey control is available for this station.
 AB6362
 AB6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4064625977(NAD 83)
 AB6362_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6362_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6362_SP_SET: 3X5 CONCRETE PAD
 AB6362_STAMPING: ATL B3 1977
 AB6362_MARK LOGO: CGS   
 AB6362_PROJECTION: FLUSH
 AB6362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6362+STABILITY: SURFACE MOTION
 AB6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6362+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 AB6362
 AB6362  HISTORY     - Date     Condition        Report By
 AB6362  HISTORY     - 1977     MONUMENTED       CGS
 AB6362  HISTORY     - 19920630 GOOD             NGS
 AB6362  HISTORY     - 19981010 GOOD             NGS
 AB6362
 AB6362                          STATION DESCRIPTION
 AB6362
 AB6362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB6362'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT NEAR
 AB6362'RUNWAY END 26L.  IT IS 161.0 FT (49.1 M) SOUTHEAST OF THE CENTERLINE
 AB6362'END OF RWY 26L, 112.4 FT (34.3 M) ESE OF THE SOUTHEAST CORNER OF THE
 AB6362'RUNWAY, 100.1 FT (30.5 M) EAST OF THE EAST EDGE OF THE CONCRETE
 AB6362'TAXIWAY, 90.4 FT (27.6 M) EAST OF THE SOUTHERLY THRESHOLD LIGHT, AND
 AB6362'14.7 FT (4.5 M) SOUTH OF THE SOUTH EDGE OF THE ASPHALT BLAST PAD
 AB6362'PAVEMENT.  THE STATION IS A STANDARD USCGS TOPO DISK STAMPED ATL B3
 AB6362'1977 SET FLUSH IN A DRILL HOLE IN THE CENTER OF A 3 BY 5 FOOT (1.5 M)
 AB6362'CONCRETE PAD.
 AB6362
 AB6362                          STATION RECOVERY (1998)
 AB6362
 AB6362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AB6362'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH5685 ***********************************************************************
 AH5685  DESIGNATION -  ATL F
 AH5685  PID         -  AH5685
 AH5685  STATE/COUNTY-  GA/FULTON
 AH5685  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 AH5685
 AH5685                         *CURRENT SURVEY CONTROL
 AH5685  ___________________________________________________________________
 AH5685* NAD 83(1994)-  33 38 09.79174(N)    084 24 31.54107(W)     ADJUSTED  
 AH5685* NAVD 88     -       297.0    (meters)     974.     (feet)  GPS OBS   
 AH5685  ___________________________________________________________________
 AH5685  X           -     517,936.653 (meters)                     COMP
 AH5685  Y           -  -5,290,656.866 (meters)                     COMP
 AH5685  Z           -   3,513,056.164 (meters)                     COMP
 AH5685  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AH5685  ELLIP HEIGHT-         267.54  (meters)          (11/30/98) GPS OBS
 AH5685  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AH5685
 AH5685  HORZ ORDER  -  THIRD
 AH5685  ELLP ORDER  -  THIRD     CLASS II
 AH5685
 AH5685.The horizontal coordinates were established by GPS observations
 AH5685.and adjusted by the National Geodetic Survey in November 1998..
 AH5685
 AH5685.The orthometric height was determined by GPS observations and a
 AH5685.high-resolution geoid model.
 AH5685
 AH5685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5685
 AH5685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5685
 AH5685.The ellipsoidal height was determined by GPS observations
 AH5685.and is referenced to NAD 83.
 AH5685
 AH5685.The geoid height was determined by GEOID03.
 AH5685
 AH5685;                    North         East     Units Scale Factor Converg.
 AH5685;SPC GA W     -   403,165.362   677,541.416   MT  0.99990622   -0 08 02.8
 AH5685;SPC GA W     - 1,322,718.36  2,222,900.46   sFT  0.99990622   -0 08 02.8
 AH5685;UTM  16      - 3,724,815.152   740,342.868   MT  1.00031220   +1 26 09.7
 AH5685
 AH5685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5685!SPC GA W     -   0.99995800  x   0.99990622  =   0.99986422
 AH5685!UTM  16      -   0.99995800  x   1.00031220  =   1.00027019
 AH5685
 AH5685                          SUPERSEDED SURVEY CONTROL
 AH5685
 AH5685.No superseded survey control is available for this station.
 AH5685
 AH5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4034324815(NAD 83)
 AH5685_MARKER: DD = SURVEY DISK
 AH5685_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5685_SP_SET: 5X9 CONCRETE HEADWALL DRAIN
 AH5685_STAMPING: ATL F 1997
 AH5685_MARK LOGO: NOS   
 AH5685_PROJECTION: FLUSH
 AH5685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5685+STABILITY: SURFACE MOTION
 AH5685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5685+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 AH5685
 AH5685  HISTORY     - Date     Condition        Report By
 AH5685  HISTORY     - 1997     MONUMENTED       NOS
 AH5685  HISTORY     - 19981010 GOOD             NGS
 AH5685
 AH5685                          STATION DESCRIPTION
 AH5685
 AH5685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5685'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE SOUTH PORTION OF
 AH5685'THE W.  B.  HARTSFIELD ATLANTA INT.  AIRPORT.  IT 493.0 FT (150.3 M)
 AH5685'NORTH OF THE CL END RWY 27R AND 69.8 FT (21.3 M) NORTH NORTHEAST OF
 AH5685'THE NORTHEAST CONCRETE CORNER OF THE TAXIWAY.  THE STATION IS A NOS
 AH5685'DISK STAMPED ---ATL F 1997---, CEMENTED IN A DRILLHOLE AT THE
 AH5685'SOUTHWEST CORNER OF A 5FT BY 9FT CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH5683 ***********************************************************************
 AH5683  DESIGNATION -  ATL G
 AH5683  PID         -  AH5683
 AH5683  STATE/COUNTY-  GA/FULTON
 AH5683  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 AH5683
 AH5683                         *CURRENT SURVEY CONTROL
 AH5683  ___________________________________________________________________
 AH5683* NAD 83(1994)-  33 39 00.58825(N)    084 26 24.35103(W)     ADJUSTED  
 AH5683* NAVD 88     -       308.5    (meters)    1012.     (feet)  GPS OBS   
 AH5683  ___________________________________________________________________
 AH5683  X           -     514,959.935 (meters)                     COMP
 AH5683  Y           -  -5,290,085.837 (meters)                     COMP
 AH5683  Z           -   3,514,365.483 (meters)                     COMP
 AH5683  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AH5683  ELLIP HEIGHT-         279.02  (meters)          (11/30/98) GPS OBS
 AH5683  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 AH5683
 AH5683  HORZ ORDER  -  THIRD
 AH5683  ELLP ORDER  -  THIRD     CLASS II
 AH5683
 AH5683.The horizontal coordinates were established by GPS observations
 AH5683.and adjusted by the National Geodetic Survey in November 1998..
 AH5683
 AH5683.The orthometric height was determined by GPS observations and a
 AH5683.high-resolution geoid model.
 AH5683
 AH5683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5683
 AH5683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5683
 AH5683.The ellipsoidal height was determined by GPS observations
 AH5683.and is referenced to NAD 83.
 AH5683
 AH5683.The geoid height was determined by GEOID03.
 AH5683
 AH5683;                    North         East     Units Scale Factor Converg.
 AH5683;SPC GA W     -   404,737.496   674,638.566   MT  0.99990793   -0 09 05.5
 AH5683;SPC GA W     - 1,327,876.27  2,213,376.70   sFT  0.99990793   -0 09 05.5
 AH5683;UTM  16      - 3,726,307.735   737,396.856   MT  1.00029484   +1 25 09.0
 AH5683
 AH5683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5683!SPC GA W     -   0.99995620  x   0.99990793  =   0.99986413
 AH5683!UTM  16      -   0.99995620  x   1.00029484  =   1.00025103
 AH5683
 AH5683                          SUPERSEDED SURVEY CONTROL
 AH5683
 AH5683.No superseded survey control is available for this station.
 AH5683
 AH5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3739726308(NAD 83)
 AH5683_MARKER: DD = SURVEY DISK
 AH5683_SETTING: 66 = SET IN ROCK OUTCROP
 AH5683_STAMPING: ATL G 1997
 AH5683_MARK LOGO: NOS   
 AH5683_PROJECTION: FLUSH
 AH5683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5683+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 AH5683
 AH5683  HISTORY     - Date     Condition        Report By
 AH5683  HISTORY     - 1997     MONUMENTED       NOS
 AH5683  HISTORY     - 19981010 GOOD             NGS
 AH5683
 AH5683                          STATION DESCRIPTION
 AH5683
 AH5683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5683'THE STATION IS LOCATED ON THE NORTHWEST PART OF W.  B.  HARTSFIELD-
 AH5683'ATLANTA INT.  AIRPORT NEAR THE RUNWAY END 8L.  IT IS 398.6 FT (121.5
 AH5683'M) NORTHWEST OF THE CL END OF RWY 8L, 138.8 FT (42.3 M) NORTHEAST OF
 AH5683'THE NORTHWEST CORNER OF THE BLAST PAD 8L, AND 72.9 FT (22.2 M) EAST OF
 AH5683'THE PROJECTED WEST END OF THE BLAST PAD, 35.0 FT (10.7 M) SOUTHWEST OF
 AH5683'THE EDGE OF A 100 FT (30.5 M) DIAMETER HOLE. THE STATION IS AN NOS
 AH5683'DISK STAMPED ---ATL G 1997---, AND IS CEMENTED IN A DRILLHOLE IN THE 3
 AH5683'FT (0.9 M) DIAMETER EXPOSED TOP OF A LARGE SUBTERRANEAN BOULDER.
 AH5683'PERMISSION MUST BE OBTAINED TO ACESS THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5751 ***********************************************************************
 DG5751  SACS        -  This is a Secondary Airport Control Station.
 DG5751  DESIGNATION -  ATL H
 DG5751  PID         -  DG5751
 DG5751  STATE/COUNTY-  GA/CLAYTON
 DG5751  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG5751
 DG5751                         *CURRENT SURVEY CONTROL
 DG5751  ___________________________________________________________________
 DG5751* NAD 83(1994)-  33 37 46.58493(N)    084 25 46.93010(W)     ADJUSTED  
 DG5751* NAVD 88     -       302.03   (meters)     990.9    (feet)  GPS OBS   
 DG5751  ___________________________________________________________________
 DG5751  X           -     516,041.754 (meters)                     COMP
 DG5751  Y           -  -5,291,244.181 (meters)                     COMP
 DG5751  Z           -   3,512,463.635 (meters)                     COMP
 DG5751  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DG5751  ELLIP HEIGHT-         272.61  (meters)          (06/02/04) GPS OBS
 DG5751  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG5751
 DG5751  HORZ ORDER  -  FIRST
 DG5751  ELLP ORDER  -  FOURTH    CLASS II
 DG5751
 DG5751.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG5751
 DG5751.The horizontal coordinates were established by GPS observations
 DG5751.and adjusted by the National Geodetic Survey in June 2004..
 DG5751
 DG5751.The orthometric height was determined by GPS observations and a
 DG5751.high-resolution geoid model.
 DG5751
 DG5751.GPS derived orthometric heights for airport stations designated as
 DG5751.PACS or SACS are published to 2 decimal places.  This maintains
 DG5751.centimeter relative accuracy between the PACS and SACS.  It does
 DG5751.not indicate centimeter accuracy relative to other marks which are
 DG5751.part of the NAVD 88 network.
 DG5751
 DG5751.Photographs are available for this station.
 DG5751
 DG5751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5751
 DG5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5751
 DG5751.The ellipsoidal height was determined by GPS observations
 DG5751.and is referenced to NAD 83.
 DG5751
 DG5751.The geoid height was determined by GEOID03.
 DG5751
 DG5751;                    North         East     Units Scale Factor Converg.
 DG5751;SPC GA W     -   402,455.174   675,596.907   MT  0.99990734   -0 08 44.4
 DG5751;SPC GA W     - 1,320,388.35  2,216,520.85   sFT  0.99990734   -0 08 44.4
 DG5751;UTM  16      - 3,724,051.650   738,417.777   MT  1.00030083   +1 25 27.0
 DG5751
 DG5751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5751!SPC GA W     -   0.99995720  x   0.99990734  =   0.99986455
 DG5751!UTM  16      -   0.99995720  x   1.00030083  =   1.00025802
 DG5751
 DG5751                          SUPERSEDED SURVEY CONTROL
 DG5751
 DG5751.No superseded survey control is available for this station.
 DG5751
 DG5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3841824052(NAD 83)
 DG5751_MARKER: DD = SURVEY DISK
 DG5751_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5751+WITH SETTING: PAVEMENT
 DG5751_SP_SET: CONCRETE VAULT
 DG5751_STAMPING: ATL H 2004
 DG5751_MARK LOGO: NGS   
 DG5751_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5751+STABILITY: SURFACE MOTION
 DG5751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5751+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 DG5751
 DG5751  HISTORY     - Date     Condition        Report By
 DG5751  HISTORY     - 20040505 MONUMENTED       NGS
 DG5751
 DG5751                          STATION DESCRIPTION
 DG5751
 DG5751'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (SML)
 DG5751'THE STATION  IS LOCATED 7.0 MILES SOUTH OF DOWNTOWN ATLANTA, AT THE
 DG5751'HARTSFILED-JACKSON  ATLANTA INTERNATIONAL AIRPORT, ON THE SOUTHEAST
 DG5751'SIDE OF THE AIRPORT NEAR THE AIR  SEARCH RADAR (ASR). OWNERSHIP--CITY
 DG5751'OF ATLANTA. CITY HALL, ATLANTA GEORGIA 30203. CONTACT  JULIANNE TROJE
 DG5751'OPERATIONS SUPERVISOR, AIRPORT OPERATIONS DIVISION. NOTE--ESCORT WILL
 DG5751'BE  REQUIRED FOR ACCESS TO THE STATION.
 DG5751' 
 DG5751'TO REACH THE STATION FROM THE JUNCTION OF AVIATON BOULEVARD AND
 DG5751'INTERSTATE 75 (ABOUT  0.5 MILE NORTH OF THE INTERSECTION OF
 DG5751'INTERSTATES 285 AND 75), GO WEST ON AVIATON BLVD  FOR 0.4 MILE TO A
 DG5751'LEFT CROSSOVER, TURN LEFT ON THE CROSSOVER AND GO WEST FOR 0.1 MILE TO
 DG5751'A ROAD ON THE LEFT. TURN LEFT, AND GO SOUTH FOR 0.15 MILE TO GATE 50,
 DG5751'CONTINUE AHEAD FOR  0.05 MILE TO A T JUNCTION. TURN LEFT EAST FOR 0.1
 DG5751'MILE TO A CROSS ROAD, CONTINUE AHEAD ANE  FOLLOW PERIMETER ROAD EAST
 DG5751'THEN SOUTHERLY AND WESTERLY (AROUND PERIMETER OF  AIRPORT)  FOR 1.9
 DG5751'MILES TO A PAVED ROAD ON THE LEFT,  JUST BEFORE THE ASR, TURN LEFT ON
 DG5751'ROAD FOR 0.05 MILES TO THE STATION ONTHE LEFT.
 DG5751' 
 DG5751'THE STATION IS 332 FEET NORTH-NORTHWEST OF A RADAR (ASR), 189.5 FT
 DG5751'SOUTH OF THE  CENTERLINE OF THE PERIMETER ROAD, 95.7 FEET WEST OF THE
 DG5751'WEST EDGE OF A RAMP, 92.FT SOUTH  OF THE SOUTHEAST CORNER OF A DRAIN,
 DG5751'67.7 FEET EAST THE CENTERLINE OF A ROAD,  OR 46.6 FEET  EAST OF THE
 DG5751'EAST EDGE OF A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2729 ***********************************************************************
 DG2729  DESIGNATION -  ATLANTA 2ND TALL BRICK STACK
 DG2729  PID         -  DG2729
 DG2729  STATE/COUNTY-  GA/FULTON
 DG2729  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2729
 DG2729                         *CURRENT SURVEY CONTROL
 DG2729  ___________________________________________________________________
 DG2729* NAD 83(1994)-  33 45 02.55979(N)    084 22 07.06542(W)     ADJUSTED  
 DG2729* NAVD 88     -                                                        
 DG2729  ___________________________________________________________________
 DG2729  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DG2729  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG2729
 DG2729  HORZ ORDER  -  THIRD
 DG2729
 DG2729.The horizontal coordinates were established by classical geodetic methods
 DG2729.and adjusted by the National Geodetic Survey in September 1997..
 DG2729
 DG2729
 DG2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2729
 DG2729.The geoid height was determined by GEOID03.
 DG2729
 DG2729;                    North         East     Units Scale Factor Converg.
 DG2729;SPC GA W     -   415,873.612   681,289.256   MT  0.99990431   -0 06 43.9
 DG2729;SPC GA W     - 1,364,412.01  2,235,196.50   sFT  0.99990431   -0 06 43.9
 DG2729;UTM  16      - 3,737,626.805   743,741.977   MT  1.00033247   +1 27 45.6
 DG2729
 DG2729                          SUPERSEDED SURVEY CONTROL
 DG2729
 DG2729  NAD 83(1986)-  33 45 02.56538(N)    084 22 07.06659(W) AD(       ) 4
 DG2729  NAD 27      -  33 45 02.16400(N)    084 22 07.27300(W) AD(       ) 3
 DG2729
 DG2729.Superseded values are not recommended for survey control.
 DG2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2729.See file dsdata.txt to determine how the superseded data were derived.
 DG2729
 DG2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4374237627(NAD 83)
 DG2729_MARKER: 63 = STACK
 DG2729
 DG2729  HISTORY     - Date     Condition        Report By
 DG2729  HISTORY     - 1918     FIRST OBSERVED   CGS
 DG2729
 DG2729                          STATION DESCRIPTION
 DG2729
 DG2729'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2671 ***********************************************************************
 DG2671  DESIGNATION -  ATLANTA AIRPORT BEACON
 DG2671  PID         -  DG2671
 DG2671  STATE/COUNTY-  GA/FULTON
 DG2671  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG2671
 DG2671                         *CURRENT SURVEY CONTROL
 DG2671  ___________________________________________________________________
 DG2671* NAD 83(1994)-  33 39 14.37659(N)    084 25 22.01914(W)     ADJUSTED  
 DG2671* NAVD 88     -                                                        
 DG2671  ___________________________________________________________________
 DG2671  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DG2671  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG2671
 DG2671  HORZ ORDER  -  THIRD
 DG2671
 DG2671.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG2671
 DG2671.The horizontal coordinates were established by classical geodetic methods
 DG2671.and adjusted by the National Geodetic Survey in September 1997..
 DG2671
 DG2671
 DG2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2671
 DG2671.The geoid height was determined by GEOID03.
 DG2671
 DG2671;                    North         East     Units Scale Factor Converg.
 DG2671;SPC GA W     -   405,158.162   676,245.581   MT  0.99990695   -0 08 31.0
 DG2671;SPC GA W     - 1,329,256.40  2,218,649.04   sFT  0.99990695   -0 08 31.0
 DG2671;UTM  16      - 3,726,772.476   738,992.361   MT  1.00030421   +1 25 44.1
 DG2671
 DG2671                          SUPERSEDED SURVEY CONTROL
 DG2671
 DG2671  NAD 83(1986)-  33 39 14.38383(N)    084 25 22.01734(W) AD(       ) 4
 DG2671  NAD 27      -  33 39 13.99700(N)    084 25 22.28000(W) AD(       ) 3
 DG2671
 DG2671.Superseded values are not recommended for survey control.
 DG2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2671.See file dsdata.txt to determine how the superseded data were derived.
 DG2671
 DG2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3899226772(NAD 83)
 DG2671_MARKER: 21 = AIRPORT BEACON
 DG2671
 DG2671  HISTORY     - Date     Condition        Report By
 DG2671  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG2671  HISTORY     - 1946     GOOD             CGS
 DG2671  HISTORY     - 1950     GOOD             CGS
 DG2671  HISTORY     - 1958     GOOD             CGS
 DG2671  HISTORY     - 1961     GOOD             CGS
 DG2671  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DG2671
 DG2671                          STATION DESCRIPTION
 DG2671
 DG2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG2671'THIS INTERSECTION STATION IS THE CENTER OF THE BEACON ON TOP OF THE
 DG2671'CONTROL ROOM OF THE ATLANTA AIRPORT (CANDLER FIELD).  THE BEACON IS
 DG2671'A REVOLVING TYPE AND FLASHES WHITE AND GREEN ALTERNATELY.
 DG2671
 DG2671                          STATION RECOVERY (1946)
 DG2671
 DG2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 DG2671'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 DG2671
 DG2671                          STATION RECOVERY (1950)
 DG2671
 DG2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RER)
 DG2671'STATION RECOVERED AS DESCRIBED.
 DG2671
 DG2671                          STATION RECOVERY (1958)
 DG2671
 DG2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KET)
 DG2671'STATION RECOVERED AS DESCRIBED.
 DG2671
 DG2671                          STATION RECOVERY (1961)
 DG2671
 DG2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 DG2671'THE STATION WAS RECOVERED AS DESCRIBED DESCRIPTION IS ADEQUATE BUT IT
 DG2671'SHOULD BE NOTED THAT THE CONTROL TOWER MENTIONED IS THE OLD
 DG2671'CONTROL TOWER.
 DG2671
 DG2671                          STATION RECOVERY (1966)
 DG2671
 DG2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 DG2671'THIS STATION HAS BEEN DESTROYED.  THE BUILDING WAS TORN DOWN IN
 DG2671'1961 AND THE BEACON WAS MOVED TO THE ROOF OF THE CONTROL TOWER.  A
 DG2671'NEW POSITION WAS DETERMINED DURING THIS SURVEY.
 DG2671'
 DG2671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE WEST OF
 DG2671'HAPEVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2670 ***********************************************************************
 DG2670  DESIGNATION -  ATLANTA AIRPORT WINDSOCK
 DG2670  PID         -  DG2670
 DG2670  STATE/COUNTY-  GA/FULTON
 DG2670  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG2670
 DG2670                         *CURRENT SURVEY CONTROL
 DG2670  ___________________________________________________________________
 DG2670* NAD 83(1994)-  33 39 16.02684(N)    084 25 22.00437(W)     ADJUSTED  
 DG2670* NAVD 88     -                                                        
 DG2670  ___________________________________________________________________
 DG2670  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DG2670  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG2670
 DG2670  HORZ ORDER  -  THIRD
 DG2670
 DG2670.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG2670
 DG2670.The horizontal coordinates were established by classical geodetic methods
 DG2670.and adjusted by the National Geodetic Survey in September 1997..
 DG2670
 DG2670
 DG2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2670
 DG2670.The geoid height was determined by GEOID03.
 DG2670
 DG2670;                    North         East     Units Scale Factor Converg.
 DG2670;SPC GA W     -   405,209.001   676,246.087   MT  0.99990695   -0 08 31.0
 DG2670;SPC GA W     - 1,329,423.20  2,218,650.70   sFT  0.99990695   -0 08 31.0
 DG2670;UTM  16      - 3,726,823.329   738,991.473   MT  1.00030421   +1 25 44.1
 DG2670
 DG2670                          SUPERSEDED SURVEY CONTROL
 DG2670
 DG2670  NAD 83(1986)-  33 39 16.03417(N)    084 25 22.00245(W) AD(       ) 4
 DG2670  NAD 27      -  33 39 15.64900(N)    084 25 22.26400(W) AD(       ) 3
 DG2670
 DG2670.Superseded values are not recommended for survey control.
 DG2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2670.See file dsdata.txt to determine how the superseded data were derived.
 DG2670
 DG2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3899126823(NAD 83)
 DG2670
 DG2670  HISTORY     - Date     Condition        Report By
 DG2670  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG2670
 DG2670                          STATION DESCRIPTION
 DG2670
 DG2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG2670'THIS INTERSECTION STATION IS THE VERTICAL SHAFT OF THE WIND VANE
 DG2670'AT THE ATLANTA AIRPORT (CANDLER FIELD).  THE WINDSOCK IS A LARGE
 DG2670'ARROW ON TOP OF A STEEL QUADRIPOD TOWER ABOUT 65 FEET HIGH, JUST N
 DG2670'OF THE AIRPORT CONTROL ROOM.  THE ARROW IS BORDERED WITH A RED NEON
 DG2670'BULB AND IS LIGHTED AT NIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2785 ***********************************************************************
 DG2785  DESIGNATION -  ATLANTA CAPITAL FLAGSTAFF
 DG2785  PID         -  DG2785
 DG2785  STATE/COUNTY-  GA/FULTON
 DG2785  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2785
 DG2785                         *CURRENT SURVEY CONTROL
 DG2785  ___________________________________________________________________
 DG2785* NAD 83(1994)-  33 45 19.19494(N)    084 23 29.05817(W)     ADJUSTED  
 DG2785* NAVD 88     -                                                        
 DG2785  ___________________________________________________________________
 DG2785  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DG2785  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2785
 DG2785  HORZ ORDER  -  THIRD
 DG2785
 DG2785.The horizontal coordinates were established by classical geodetic methods
 DG2785.and adjusted by the National Geodetic Survey in September 1997..
 DG2785
 DG2785
 DG2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2785
 DG2785.The geoid height was determined by GEOID03.
 DG2785
 DG2785;                    North         East     Units Scale Factor Converg.
 DG2785;SPC GA W     -   416,390.465   679,180.317   MT  0.99990534   -0 07 29.6
 DG2785;SPC GA W     - 1,366,107.72  2,228,277.42   sFT  0.99990534   -0 07 29.6
 DG2785;UTM  16      - 3,738,085.693   741,618.735   MT  1.00031976   +1 27 00.6
 DG2785
 DG2785                          SUPERSEDED SURVEY CONTROL
 DG2785
 DG2785  NAD 83(1986)-  33 45 19.20008(N)    084 23 29.05817(W) AD(       ) 4
 DG2785  NAD 27      -  33 45 18.82500(N)    084 23 29.31700(W) AD(       ) 3
 DG2785
 DG2785.Superseded values are not recommended for survey control.
 DG2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2785.See file dsdata.txt to determine how the superseded data were derived.
 DG2785
 DG2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4161938086(NAD 83)
 DG2785_MARKER: 83 = FLAGSTAFF
 DG2785
 DG2785  HISTORY     - Date     Condition        Report By
 DG2785  HISTORY     - 1873     FIRST OBSERVED   CGS
 DG2785
 DG2785                          STATION DESCRIPTION
 DG2785
 DG2785'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2684 ***********************************************************************
 DG2684  DESIGNATION -  ATLANTA CITY HALL SPIRE
 DG2684  PID         -  DG2684
 DG2684  STATE/COUNTY-  GA/FULTON
 DG2684  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG2684
 DG2684                         *CURRENT SURVEY CONTROL
 DG2684  ___________________________________________________________________
 DG2684* NAD 83(1994)-  33 44 57.84205(N)    084 23 17.82357(W)     ADJUSTED  
 DG2684* NAVD 88     -                                                        
 DG2684  ___________________________________________________________________
 DG2684  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DG2684  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2684
 DG2684  HORZ ORDER  -  THIRD
 DG2684
 DG2684.The horizontal coordinates were established by classical geodetic methods
 DG2684.and adjusted by the National Geodetic Survey in September 1997..
 DG2684
 DG2684
 DG2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2684
 DG2684.The geoid height was determined by GEOID03.
 DG2684
 DG2684;                    North         East     Units Scale Factor Converg.
 DG2684;SPC GA W     -   415,732.009   679,468.007   MT  0.99990520   -0 07 23.2
 DG2684;SPC GA W     - 1,363,947.43  2,229,221.29   sFT  0.99990520   -0 07 23.2
 DG2684;UTM  16      - 3,737,435.123   741,924.540   MT  1.00032158   +1 27 06.0
 DG2684
 DG2684                          SUPERSEDED SURVEY CONTROL
 DG2684
 DG2684  NAD 83(1986)-  33 44 57.84703(N)    084 23 17.82385(W) AD(       ) 4
 DG2684  NAD 27      -  33 44 57.46900(N)    084 23 18.07300(W) AD(       ) 3
 DG2684
 DG2684.Superseded values are not recommended for survey control.
 DG2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2684.See file dsdata.txt to determine how the superseded data were derived.
 DG2684
 DG2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4192537435(NAD 83)
 DG2684_MARKER: 89 = SPIRE
 DG2684
 DG2684  HISTORY     - Date     Condition        Report By
 DG2684  HISTORY     - 1873     FIRST OBSERVED   CGS
 DG2684
 DG2684                          STATION DESCRIPTION
 DG2684
 DG2684'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AF9657 ***********************************************************************
 AF9657  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9657  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9657  DESIGNATION -  ATLANTA CORS ARP
 AF9657  CORS_ID     -  ATL1
 AF9657  PID         -  AF9657
 AF9657  STATE/COUNTY-  GA/COBB
 AF9657  USGS QUAD   -  MARIETTA (1992)
 AF9657
 AF9657                         *CURRENT SURVEY CONTROL
 AF9657  ___________________________________________________________________
 AF9657* NAD 83(CORS)-  33 56 08.23641(N)    084 31 13.40931(W)     ADJUSTED  
 AF9657* NAVD 88     -       326.12   (meters)    1069.9    (feet)  GPS OBS   
 AF9657  ___________________________________________________________________
 AF9657  EPOCH DATE  -        2002.00
 AF9657  X           -     505,865.614 (meters)                     COMP
 AF9657  Y           -  -5,273,286.146 (meters)                     COMP
 AF9657  Z           -   3,540,689.803 (meters)                     COMP
 AF9657  ELLIP HEIGHT-         296.72  (meters)          (03/??/02) GPS OBS
 AF9657  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AF9657
 AF9657  HORZ ORDER  -  SPECIAL (CORS)
 AF9657  ELLP ORDER  -  SPECIAL (CORS)
 AF9657
 AF9657.ITRF positions are available for this station.
 AF9657.The coordinates were established by GPS observations
 AF9657.and adjusted by the National Geodetic Survey in March 2002..
 AF9657.The coordinates are valid at the epoch date displayed above.
 AF9657.The epoch date for horizontal control is a decimal equivalence
 AF9657.of Year/Month/Day.
 AF9657
 AF9657.The orthometric height was determined by GPS observations and a
 AF9657.high-resolution geoid model using precise GPS observation and
 AF9657.processing techniques.
 AF9657
 AF9657.The PID for the CORS L1 Phase Center is AI7429.
 AF9657
 AF9657.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9657
 AF9657.The ellipsoidal height was determined by GPS observations
 AF9657.and is referenced to NAD 83.
 AF9657
 AF9657.The geoid height was determined by GEOID03.
 AF9657
 AF9657;                    North         East     Units Scale Factor Converg.
 AF9657;SPC GA W     -   436,419.745   667,299.769   MT  0.99991318   -0 11 50.9
 AF9657;SPC GA W     - 1,431,820.45  2,189,299.33   sFT  0.99991318   -0 11 50.9
 AF9657
 AF9657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9657!SPC GA W     -   0.99995342  x   0.99991318  =   0.99986661
 AF9657
 AF9657                          SUPERSEDED SURVEY CONTROL
 AF9657
 AF9657  NAD 83(CORS)-  33 56 08.23668(N)    084 31 13.40922(W) AD(1997.00) c
 AF9657  ELLIP H (03/??/99)  296.69   (m)                       GP(1997.00) c c
 AF9657  NAD 83(CORS)-  33 56 08.23669(N)    084 31 13.40925(W) AD(1997.00) c
 AF9657  ELLIP H (02/??/99)  296.69   (m)                       GP(1997.00) c c
 AF9657  NAD 83(CORS)-  33 56 08.23669(N)    084 31 13.40941(W) AD(1996.00) c
 AF9657  NAD 83(CORS)-  33 56 08.23669(N)    084 31 13.40941(W) AD(1997.00) c
 AF9657  ELLIP H (12/??/97)  296.66   (m)                       GP(1997.00) c c
 AF9657  ELLIP H (12/??/97)  296.66   (m)                       GP(1996.00) c c
 AF9657  NAD 83(CORS)-  33 56 08.23668(N)    084 31 13.40922(W) AD(1997.00) c
 AF9657  ELLIP H (03/??/97)  296.69   (m)                       GP(1997.00) c c
 AF9657
 AF9657.Superseded values are not recommended for survey control.
 AF9657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9657.See file dsdata.txt to determine how the superseded data were derived.
 AF9657
 AF9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2918657787(NAD 83)
 AF9657_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9657
 AF9657                          STATION DESCRIPTION
 AF9657
 AF9657'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9657'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9657'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9657'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9657'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9657'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI7429 ***********************************************************************
 AI7429  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7429  DESIGNATION -  ATLANTA CORS L1 PHASE CENTER
 AI7429  CORS_ID     -  ATL1
 AI7429  PID         -  AI7429
 AI7429  STATE/COUNTY-  GA/COBB
 AI7429  USGS QUAD   -  MARIETTA (1992)
 AI7429
 AI7429                         *CURRENT SURVEY CONTROL
 AI7429  ___________________________________________________________________
 AI7429* NAD 83(CORS)-  33 56 08.23644(N)    084 31 13.40933(W)     ADJUSTED  
 AI7429* NAVD 88     -                                                        
 AI7429  ___________________________________________________________________
 AI7429  EPOCH DATE  -        2002.00
 AI7429  X           -     505,865.620 (meters)                     COMP
 AI7429  Y           -  -5,273,286.212 (meters)                     COMP
 AI7429  Z           -   3,540,689.849 (meters)                     COMP
 AI7429  ELLIP HEIGHT-         296.80  (meters)          (03/??/02) GPS OBS
 AI7429  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AI7429
 AI7429  HORZ ORDER  -  SPECIAL (CORS)
 AI7429  ELLP ORDER  -  SPECIAL (CORS)
 AI7429
 AI7429.ITRF positions are available for this station.
 AI7429.The coordinates were established by GPS observations
 AI7429.and adjusted by the National Geodetic Survey in March 2002..
 AI7429.The coordinates are valid at the epoch date displayed above.
 AI7429.The epoch date for horizontal control is a decimal equivalence
 AI7429.of Year/Month/Day.
 AI7429
 AI7429
 AI7429.The PID for the CORS ARP is AF9657.
 AI7429
 AI7429.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7429
 AI7429.The ellipsoidal height was determined by GPS observations
 AI7429.and is referenced to NAD 83.
 AI7429
 AI7429.The geoid height was determined by GEOID03.
 AI7429
 AI7429;                    North         East     Units Scale Factor Converg.
 AI7429;SPC GA W     -   436,419.746   667,299.768   MT  0.99991318   -0 11 50.9
 AI7429;SPC GA W     - 1,431,820.45  2,189,299.32   sFT  0.99991318   -0 11 50.9
 AI7429
 AI7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7429!SPC GA W     -   0.99995341  x   0.99991318  =   0.99986659
 AI7429
 AI7429                          SUPERSEDED SURVEY CONTROL
 AI7429
 AI7429  NAD 83(CORS)-  33 56 08.23671(N)    084 31 13.40924(W) AD(1997.00) c
 AI7429  ELLIP H (03/??/99)  296.77   (m)                       GP(1997.00) c c
 AI7429  NAD 83(CORS)-  33 56 08.23672(N)    084 31 13.40927(W) AD(1997.00) c
 AI7429  ELLIP H (02/??/99)  296.77   (m)                       GP(1997.00) c c
 AI7429  NAD 83(CORS)-  33 56 08.23672(N)    084 31 13.40943(W) AD(1996.00) c
 AI7429  NAD 83(CORS)-  33 56 08.23672(N)    084 31 13.40943(W) AD(1997.00) c
 AI7429  ELLIP H (12/??/97)  296.74   (m)                       GP(1997.00) c c
 AI7429  ELLIP H (12/??/97)  296.74   (m)                       GP(1996.00) c c
 AI7429  NAD 83(CORS)-  33 56 08.23671(N)    084 31 13.40924(W) AD(1997.00) c
 AI7429  ELLIP H (03/??/97)  296.77   (m)                       GP(1997.00) c c
 AI7429
 AI7429.Superseded values are not recommended for survey control.
 AI7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7429.See file dsdata.txt to determine how the superseded data were derived.
 AI7429
 AI7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2918657787(NAD 83)
 AI7429_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7429
 AI7429                          STATION DESCRIPTION
 AI7429
 AI7429'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7429'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7429'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7429'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7429'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7429'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2681 ***********************************************************************
 DG2681  DESIGNATION -  ATLANTA MC PHERSON BKS FLAG
 DG2681  PID         -  DG2681
 DG2681  STATE/COUNTY-  GA/FULTON
 DG2681  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG2681
 DG2681                         *CURRENT SURVEY CONTROL
 DG2681  ___________________________________________________________________
 DG2681* NAD 83(1994)-  33 44 38.86399(N)    084 24 39.87231(W)     ADJUSTED  
 DG2681* NAVD 88     -                                                        
 DG2681  ___________________________________________________________________
 DG2681  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG2681  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2681
 DG2681  HORZ ORDER  -  THIRD
 DG2681
 DG2681.The horizontal coordinates were established by classical geodetic methods
 DG2681.and adjusted by the National Geodetic Survey in September 1997..
 DG2681
 DG2681
 DG2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2681
 DG2681.The geoid height was determined by GEOID03.
 DG2681
 DG2681;                    North         East     Units Scale Factor Converg.
 DG2681;SPC GA W     -   415,152.113   677,355.092   MT  0.99990632   -0 08 08.8
 DG2681;SPC GA W     - 1,362,044.89  2,222,289.16   sFT  0.99990632   -0 08 08.8
 DG2681;UTM  16      - 3,736,797.122   739,827.500   MT  1.00030913   +1 26 19.7
 DG2681
 DG2681                          SUPERSEDED SURVEY CONTROL
 DG2681
 DG2681  NAD 83(1986)-  33 44 38.86882(N)    084 24 39.87265(W) AD(       ) 4
 DG2681  NAD 27      -  33 44 38.49100(N)    084 24 40.13400(W) AD(       ) 3
 DG2681
 DG2681.Superseded values are not recommended for survey control.
 DG2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2681.See file dsdata.txt to determine how the superseded data were derived.
 DG2681
 DG2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3982836797(NAD 83)
 DG2681_MARKER: 83 = FLAGSTAFF
 DG2681
 DG2681  HISTORY     - Date     Condition        Report By
 DG2681  HISTORY     - 1873     FIRST OBSERVED   CGS
 DG2681
 DG2681                          STATION DESCRIPTION
 DG2681
 DG2681'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0393 ***********************************************************************
 DG0393  DESIGNATION -  ATLANTA MIDDLE BASE
 DG0393  PID         -  DG0393
 DG0393  STATE/COUNTY-  GA/DE KALB
 DG0393  USGS QUAD   -  CHAMBLEE (1993)
 DG0393
 DG0393                         *CURRENT SURVEY CONTROL
 DG0393  ___________________________________________________________________
 DG0393* NAD 83(1994)-  33 54 21.61877(N)    084 16 37.70800(W)     ADJUSTED  
 DG0393* NAVD 88     -       324.448  (meters)    1064.46   (feet)  POSTED    
 DG0393  ___________________________________________________________________
 DG0393  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DG0393  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0393  DYNAMIC HT  -         324.090 (meters)    1063.29  (feet)  COMP
 DG0393  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 DG0393
 DG0393  HORZ ORDER  -  FIRST
 DG0393  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DG0393
 DG0393.The horizontal coordinates were established by classical geodetic methods
 DG0393.and adjusted by the National Geodetic Survey in September 1997..
 DG0393
 DG0393.The orthometric height was determined by differential leveling
 DG0393.and adjusted by the National Geodetic Survey in 1992..
 DG0393.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DG0393.rate of 2.1 thru 3.0 mm/km.
 DG0393
 DG0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0393
 DG0393.The geoid height was determined by GEOID03.
 DG0393
 DG0393.The dynamic height is computed by dividing the NAVD 88
 DG0393.geopotential number by the normal gravity value computed on the
 DG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0393.degrees latitude (g = 980.6199 gals.).
 DG0393
 DG0393.The modeled gravity was interpolated from observed gravity values.
 DG0393
 DG0393;                    North         East     Units Scale Factor Converg.
 DG0393;SPC GA W     -   433,084.180   689,783.634   MT  0.99990129   -0 03 41.9
 DG0393;SPC GA W     - 1,420,877.01  2,263,065.14   sFT  0.99990129   -0 03 41.9
 DG0393;UTM  16      - 3,755,072.697   751,762.805   MT  1.00038145   +1 31 10.9
 DG0393
 DG0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0393!SPC GA W     -   0.99995371  x   0.99990129  =   0.99985500
 DG0393!UTM  16      -   0.99995371  x   1.00038145  =   1.00033514
 DG0393
 DG0393:                Primary Azimuth Mark                     Grid Az
 DG0393:SPC GA W     -  ATLANTA NORTHEAST BASE 1873              052 11 50.4
 DG0393:UTM  16      -  ATLANTA NORTHEAST BASE 1873              050 36 57.6
 DG0393
 DG0393|---------------------------------------------------------------------|
 DG0393| PID    Reference Object                     Distance      Geod. Az  |
 DG0393|                                                           dddmmss.s |
 DG0393| DG2563 ATLANTA NORTHEAST BASE 1873         APPROX. 4.8 KM 0520808.5 |
 DG0393|---------------------------------------------------------------------|
 DG0393
 DG0393                          SUPERSEDED SURVEY CONTROL
 DG0393
 DG0393  NAD 83(1986)-  33 54 21.62387(N)    084 16 37.70769(W) AD(       ) 1
 DG0393  NAD 27      -  33 54 21.25900(N)    084 16 37.98600(W) AD(       ) 1
 DG0393  NGVD 29 (??/??/92)  324.375  (m)         1064.22   (f) ADJ UNCH    1 2
 DG0393
 DG0393.Superseded values are not recommended for survey control.
 DG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0393.See file dsdata.txt to determine how the superseded data were derived.
 DG0393
 DG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5176355073(NAD 83)
 DG0393_MARKER: B = BOLT
 DG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0393_SP_SET: GRANITE POST
 DG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0393+STABILITY: SURFACE MOTION
 DG0393
 DG0393  HISTORY     - Date     Condition        Report By
 DG0393  HISTORY     - UNK      MONUMENTED       CGS
 DG0393  HISTORY     - 1927     GOOD             CGS
 DG0393  HISTORY     - 1953     GOOD             CGS
 DG0393  HISTORY     - 1959     GOOD             NGS
 DG0393  HISTORY     - 1973     MARK NOT FOUND   NGS
 DG0393  HISTORY     - 1983     MARK NOT FOUND   NGS
 DG0393  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0393
 DG0393                          STATION DESCRIPTION
 DG0393
 DG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DG0393'ON PROPERTY OF C. JONES, ABOUT 14 MILES NORTHEAST OF ATLANTA, AND
 DG0393'ABOUT 1000 FEET NORTHEAST OF DORAVILLE DEPOT ON SOUTHERN RAILROAD.
 DG0393'TO REACH FROM BUCKHEAD, GO OUT PEACHTREE ROAD 7.8 MILES TO
 DG0393'DORAVILLE.  CONTINUE 1000 FEET PAST DORAVILLE TO DIRT ROAD, TURN LEFT
 DG0393'AND CROSS OVER SOUTHERN RAILROAD TRACKS TO SECTION HOUSE ABOUT 50
 DG0393'FEET LEFT OF ROAD, THENCE TO STATION AND OLD SHACK ABOUT 25 FEET
 DG0393'WEST OF SECTION HOUSE AND ABOUT 100 FEET NORTH OF NORTH RAIL OF
 DG0393'SOUTHERN RALROAD.  SURFACE MARK IS DRILL HOLE IN COPPER BOLT SET AT
 DG0393'INTERSECTION OF CROSS CUT IN TOP OF GRANITE POST (1 FOOT SQUARE BY 3
 DG0393'FEET LONG) WHICH PROJECTS SLIGHTLY ABOVE GROUND.  UNDERGROUND MARK
 DG0393'IS CENTER OF BOTTLE (FILLED WITH ASHES) BURIED ABOUT 2-1/2 FEET
 DG0393'BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE GRANITE POSTS 7
 DG0393'INCHES SQUARE AND 3 FEET LONG, EACH WITH ARROWHEAD IN TOP POINTING
 DG0393'STATION, PLACED 5 FEET FROM STATION, AND FORMING A SQUARE WHOSE
 DG0393'SIDES ARE PARALLEL TO AND AT RIGHT ANGLES TO BASE LINE, AND WHOSE
 DG0393'DIAGONALS INTERSECT AT STATION.  IN 1927 STATION AND REFERENCE MARKS
 DG0393'RECOVERED IN GOOD CONDITION.
 DG0393
 DG0393                          STATION RECOVERY (1953)
 DG0393
 DG0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG0393'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION ABOUT 4 IN.  UNDER
 DG0393'THE SURFACE OF THE GROUND.  REFERENCE POSTS NE AND SE WERE FOUND IN
 DG0393'GOOD CONDITION ABOUT 6 IN. UNDER GROUND.  REFERENCE POST NW WAS
 DG0393'FOUND, BUT THERE WAS NO ARROW CHISELED IN THE TOP OF THE MARK.  THE
 DG0393'TOP OF THE MARK LOOKED AS IF IT HAD BEEN CHIPPED OFF.  REFERENCE POST
 DG0393'SW WAS FOUND LEANING TOWARD THE STATION.  THIS MARK WAS RESET IN
 DG0393'ITS ORIGINAL POSITION.  THE SECTION HOUSE, MENTIONED IN THE ORIGINAL
 DG0393'DESCRIPTION, HAS BEEN MOVED BACK FROM THE TRACKS AND IS NOW BEING
 DG0393'USED AS A HOME.  THE CONCRETE PIER FOR STATION DORAVILLE LONGITUDE
 DG0393'WAS FOUND.  IT IS A LARGE CONCRETE PIER, 3-FT. BY 18-IN., PROJECTING
 DG0393'3 FT. AND BUILT IN THE FORM OF A Y WITH THE LETTERS USC AND GS 0 7
 DG0393'INSCRIBED IN THE CONCRETE IN THE CENTER OF THE PIER.  A NEW
 DG0393'DESCRIPTION FOLLOWS--
 DG0393'
 DG0393'STATION IS LOCATED ABOUT 1100 FT. NE OF THE RAILROAD STATION IN
 DG0393'DORAVILLE, OPPOSITE THE SEVENTH TELEGRAPH POLE NE OF THE STATION
 DG0393'IN DORAVILLE ALONG THE SOUTHERN RAILROAD TRACKS, AND ON LAND OWNED
 DG0393'BY MR. C. JONES.  IT IS 110 FT. N OF THE N RAIL OF THE TRACKS, 200
 DG0393'FT. SW OF A ROAD CROSSING, 30.6 FT. S-SE OF THE S CORNER OF A
 DG0393'SMALL WHITE HOUSE, AND 6.41 FT. N AND 0.3 FT. W OF STATION DORAVILLE
 DG0393'LONGITUDE.  IT IS MARKED WITH A COPPER BOLT SET IN THE TOP OF A 1-FT.
 DG0393'SQUARE GRANITE POST (WITH A CROSS CHISELED IN THE TOP) 3 IN. BELOW
 DG0393'THE SURFACE OF THE GROUND.
 DG0393'
 DG0393'THE REFERENCE MARKS ARE 7-IN. SQUARE AT THE TOP GRANITE POSTS WITH
 DG0393'ARROWS CUT IN THE TOPS POINTING TOWARDS THE STATION.  THE MARKS ARE
 DG0393'SET 5 FT. FROM THE STATION AND ARE PERPENDICULAR TO THE RESPECTIVE
 DG0393'SIDES OF THE STATION.
 DG0393'
 DG0393'REFERENCE POST NE IS 10 FT. N-NE OF STATION DORAVILLE LONGITUDE
 DG0393'AND IS 6 IN. BELOW THE SURFACE OF THE GROUND.
 DG0393'
 DG0393'REFERENCE POST SW IS 4.5 FT. NW OF STATION DORAVILLE LONGITUDE AND
 DG0393'PROJECTS 6 IN.
 DG0393'
 DG0393'REFERENCE POST SE IS 4.4 FT. NE OF STATION DORAVILLE LONGITUDE AND IS
 DG0393'6 IN. BELOW THE SURFACE OF THE GROUND.
 DG0393'
 DG0393'REFERENCE POST NW IS 11 FT. N-NW OF STATION DORAVILLE LONGITUDE
 DG0393'AND PROJECTS 2 IN.
 DG0393
 DG0393                          STATION RECOVERY (1959)
 DG0393
 DG0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DG0393'1.8 MI NE FROM CHAMBLEE.
 DG0393'ABOUT 1.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0393'STATION AT CHAMBLEE, AT DORAVILLE, 0.1 MILE NORTHEAST OF MILEPOST
 DG0393'623, ABOUT 4 RAILS SOUTHWEST OF THE CROSSING OF FLOWERS ROAD,
 DG0393'ABOUT 9 RAILS NORTHEAST OF THE NORTHEAST END OF THE
 DG0393'OVERPASS OVER STATE HIGHWAY 13 (PEACHTREE INDUSTRIAL BOULEVARD),
 DG0393'101 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 DG0393'TRACK, 30 1/2 FEET SOUTH OF THE SOUTH CORNER OF A SMALL ONE-STORY
 DG0393'FRAME HOUSE, 6 FEET NORTH OF THE NORTHWEST CORNER OF A 2-BY
 DG0393'4-FOOT CONCRETE BLOCK MARKED USC AND GS IN A RECESSED PART
 DG0393'OF BLOCK, AND PROJECTING 4 FEET, ABOUT 8 FEET ABOVE THE LEVEL
 DG0393'OF THE TRACK, A COPPER BOLT IN TOP OF A 1 FOOT SQUARE GRANITE
 DG0393'POST FLUSH WITH THE GROUND.
 DG0393
 DG0393                          STATION RECOVERY (1973)
 DG0393
 DG0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0393'MARK NOT FOUND.
 DG0393
 DG0393                          STATION RECOVERY (1983)
 DG0393
 DG0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DG0393'NOT RECOVERED, CONSIDER DESTROYED, A CONCRETE POST WAS FOUND
 DG0393'UPROOTED, THE COPPER BOLT WAS NOT FOUND, CONSTRUCTION HAS BEEN
 DG0393'DONE IN THE AREA, AND THE POST THAT WAS FOUND IS BELIEVED TO
 DG0393'BE SETTING FOR THE MARK.
 DG0393
 DG0393                          STATION RECOVERY (1990)
 DG0393
 DG0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0393'NOT FOUND. PROBABLY DESTROYED BY CONSTRUCTION. ONE-STORY FRAME HOUSE
 DG0393'NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1781 ***********************************************************************
 EE1781  DESIGNATION -  ATLANTA NASHVILLE AWY BCN 3
 EE1781  PID         -  EE1781
 EE1781  STATE/COUNTY-  GA/BARTOW
 EE1781  USGS QUAD   -  ALLATOONA DAM (1985)
 EE1781
 EE1781                         *CURRENT SURVEY CONTROL
 EE1781  ___________________________________________________________________
 EE1781* NAD 83(1994)-  34 08 15.14876(N)    084 43 43.83961(W)     ADJUSTED  
 EE1781* NAVD 88     -                                                        
 EE1781  ___________________________________________________________________
 EE1781  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EE1781  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE1781
 EE1781  HORZ ORDER  -  THIRD
 EE1781
 EE1781.The horizontal coordinates were established by classical geodetic methods
 EE1781.and adjusted by the National Geodetic Survey in September 1997..
 EE1781
 EE1781
 EE1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1781
 EE1781.The geoid height was determined by GEOID03.
 EE1781
 EE1781;                    North         East     Units Scale Factor Converg.
 EE1781;SPC GA W     -   458,901.492   648,152.068   MT  0.99993313   -0 18 55.8
 EE1781;SPC GA W     - 1,505,579.31  2,126,478.91   sFT  0.99993313   -0 18 55.8
 EE1781;UTM  16      - 3,779,736.414   709,418.125   MT  1.00014064   +1 16 30.0
 EE1781
 EE1781                          SUPERSEDED SURVEY CONTROL
 EE1781
 EE1781  NAD 83(1994)-  34 08 15.15360(N)    084 43 43.84107(W) AD(       ) 4
 EE1781  NAD 83(1986)-  34 08 15.15427(N)    084 43 43.84009(W) AD(       ) 4
 EE1781  NAD 27      -  34 08 14.80500(N)    084 43 44.06900(W) AD(       ) 3
 EE1781
 EE1781.Superseded values are not recommended for survey control.
 EE1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1781.See file dsdata.txt to determine how the superseded data were derived.
 EE1781
 EE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0941879736(NAD 83)
 EE1781_MARKER: 22 = AIRWAY BEACON
 EE1781
 EE1781  HISTORY     - Date     Condition        Report By
 EE1781  HISTORY     - 1941     FIRST OBSERVED   CGS
 EE1781
 EE1781                          STATION DESCRIPTION
 EE1781
 EE1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 EE1781'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING LIGHT
 EE1781'ON TOP OF THE STEEL QUADRIPOD TOWER.  IN ADDITION TO THE
 EE1781'REVOLVING LIGHT, THERE ARE TWO FIXED LIGHTS ON THE TOWER WHICH
 EE1781'SHOW ALONG THE DIRECTION OF THE AIR COURSE.  THIS BEACON IS
 EE1781'NO. 3 ON THE ROUTE FROM ATLANTA, GA., TO NASHVILLE, TENN.
 EE1781'IT IS ABOUT 5 MILES SE OF CARTERSVILLE, GA.
 EE1781'
 EE1781'THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2776 ***********************************************************************
 DG2776  DESIGNATION -  ATLANTA NASHVILLE AWY BCN 1
 DG2776  PID         -  DG2776
 DG2776  STATE/COUNTY-  GA/FULTON
 DG2776  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2776
 DG2776                         *CURRENT SURVEY CONTROL
 DG2776  ___________________________________________________________________
 DG2776* NAD 83(1994)-  33 46 27.25119(N)    084 29 38.04985(W)     ADJUSTED  
 DG2776* NAVD 88     -                                                        
 DG2776  ___________________________________________________________________
 DG2776  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DG2776  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2776
 DG2776  HORZ ORDER  -  THIRD
 DG2776
 DG2776.The horizontal coordinates were established by classical geodetic methods
 DG2776.and adjusted by the National Geodetic Survey in September 1997..
 DG2776
 DG2776
 DG2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2776
 DG2776.The geoid height was determined by GEOID03.
 DG2776
 DG2776;                    North         East     Units Scale Factor Converg.
 DG2776;SPC GA W     -   418,512.537   669,691.590   MT  0.99991132   -0 10 54.9
 DG2776;SPC GA W     - 1,373,069.88  2,197,146.49   sFT  0.99991132   -0 10 54.9
 DG2776;UTM  16      - 3,739,946.810   732,071.594   MT  1.00026400   +1 23 37.7
 DG2776
 DG2776                          SUPERSEDED SURVEY CONTROL
 DG2776
 DG2776  NAD 83(1986)-  33 46 27.25799(N)    084 29 38.04996(W) AD(       ) 4
 DG2776  NAD 27      -  33 46 26.87000(N)    084 29 38.30000(W) AD(       ) 3
 DG2776
 DG2776.Superseded values are not recommended for survey control.
 DG2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2776.See file dsdata.txt to determine how the superseded data were derived.
 DG2776
 DG2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3207239947(NAD 83)
 DG2776_MARKER: 22 = AIRWAY BEACON
 DG2776
 DG2776  HISTORY     - Date     Condition        Report By
 DG2776  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG2776
 DG2776                          STATION DESCRIPTION
 DG2776
 DG2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG2776'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING LIGHT
 DG2776'ON TOP OF THE STEEL QUADRIPOD TOWER.  IN ADDITION TO THE
 DG2776'REVOLVING LIGHT, THERE ARE 2 FIXED LIGHTS ON THE TOWER WHICH
 DG2776'SHOW ALONG THE DIRECTION OF THE AIR COURSE.  THIS IS BEACON
 DG2776'NO. 1 ON THE ROUTE FROM ATLANTA, GA., TO NASHVILLE, TENN.
 DG2776'IT IS ABOUT 6 MILES NW OF ATLANTA AND 1 MILE N OF U.S. HIGHWAY
 DG2776'78.  THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3171 ***********************************************************************
 DG3171  DESIGNATION -  ATLANTA NASHVILLE AWY BCN 2
 DG3171  PID         -  DG3171
 DG3171  STATE/COUNTY-  GA/COBB
 DG3171  USGS QUAD   -  MARIETTA (1992)
 DG3171
 DG3171                         *CURRENT SURVEY CONTROL
 DG3171  ___________________________________________________________________
 DG3171* NAD 83(1994)-  33 58 34.91640(N)    084 34 45.04309(W)     ADJUSTED  
 DG3171* NAVD 88     -                                                        
 DG3171  ___________________________________________________________________
 DG3171  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DG3171  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG3171
 DG3171  HORZ ORDER  -  THIRD
 DG3171
 DG3171.This mark is at Cobb Co-Mccollum Field Airport (RYY)
 DG3171
 DG3171.The horizontal coordinates were established by classical geodetic methods
 DG3171.and adjusted by the National Geodetic Survey in September 1997..
 DG3171
 DG3171
 DG3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3171
 DG3171.The geoid height was determined by GEOID03.
 DG3171
 DG3171;                    North         East     Units Scale Factor Converg.
 DG3171;SPC GA W     -   440,959.063   661,883.306   MT  0.99991790   -0 13 49.9
 DG3171;SPC GA W     - 1,446,713.19  2,171,528.81   sFT  0.99991790   -0 13 49.9
 DG3171;UTM  16      - 3,762,176.766   723,644.678   MT  1.00021662   +1 21 12.4
 DG3171
 DG3171                          SUPERSEDED SURVEY CONTROL
 DG3171
 DG3171  NAD 83(1994)-  33 58 34.92263(N)    084 34 45.04465(W) AD(       ) 4
 DG3171  NAD 83(1986)-  33 58 34.92236(N)    084 34 45.04367(W) AD(       ) 4
 DG3171  NAD 27      -  33 58 34.55983(N)    084 34 45.28657(W) AD(       ) 3
 DG3171
 DG3171.Superseded values are not recommended for survey control.
 DG3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3171.See file dsdata.txt to determine how the superseded data were derived.
 DG3171
 DG3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2364562177(NAD 83)
 DG3171_MARKER: 21 = AIRPORT BEACON
 DG3171
 DG3171  HISTORY     - Date     Condition        Report By
 DG3171  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3171  HISTORY     - 1973     GOOD             NGS
 DG3171  HISTORY     - 1984     GOOD             NGS
 DG3171  HISTORY     - 20030904 MARK NOT FOUND   GEOCAC
 DG3171
 DG3171                          STATION DESCRIPTION
 DG3171
 DG3171'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3171'THIS INTERSECTION STATION IS A REVOLVING RED AND CLEAR LIGHT
 DG3171'ON TOP OF A 75-FOOT TOWER, LOCATED ON TOP OF KENNESAW MOUNTAIN,
 DG3171'JUST OUT OF MARIETTA.  THIS BEACON IS SHOWN ON THE AIRWAY
 DG3171'CHART AS NO. 2 ON THE ATLANTA-NASHVILLE ROUTE.
 DG3171
 DG3171                          STATION RECOVERY (1973)
 DG3171
 DG3171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3171'THE STATION WAS RECOVERED AS DESCRIBED BY R. J. S. IN 1941.
 DG3171'
 DG3171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3171'3.5 MILES NORTHWEST OF MARIETTA.
 DG3171
 DG3171                          STATION RECOVERY (1984)
 DG3171
 DG3171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DG3171'THE STATION WAS RECOVERED AT THIS DATE
 DG3171'AS DESCRIBED IN 1941.
 DG3171
 DG3171                          STATION RECOVERY (2003)
 DG3171
 DG3171'RECOVERY NOTE BY GEOCACHING 2003 (ETD)
 DG3171'MARK NOT FOUND - THE PARK HISTORIAN ADVISED ME, THAT THIS STRUCTURE
 DG3171'WAS TORN DOWN IN THE LATE 1970'S
 DG3171'DG 3183 IS LOCATED NEARBY AND IS IN GOOD CONDITION
 DG3171' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0398 ***********************************************************************
 DG0398  DESIGNATION -  ATLANTA NE BASE NE RM
 DG0398  PID         -  DG0398
 DG0398  STATE/COUNTY-  GA/GWINNETT
 DG0398  USGS QUAD   -  NORCROSS (1992)
 DG0398
 DG0398                         *CURRENT SURVEY CONTROL
 DG0398  ___________________________________________________________________
 DG0398* NAD 83(1986)-  33 55 50.     (N)    084 14 52.     (W)     SCALED    
 DG0398* NAVD 88     -       323.647  (meters)    1061.83   (feet)  ADJUSTED  
 DG0398  ___________________________________________________________________
 DG0398  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0398  DYNAMIC HT  -         323.291 (meters)    1060.66  (feet)  COMP
 DG0398  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DG0398
 DG0398  VERT ORDER  -  FIRST     CLASS II
 DG0398
 DG0398.The horizontal coordinates were scaled from a topographic map and have
 DG0398.an estimated accuracy of +/- 6 seconds.
 DG0398
 DG0398.The orthometric height was determined by differential leveling
 DG0398.and adjusted by the National Geodetic Survey in June 1991..
 DG0398
 DG0398.The geoid height was determined by GEOID03.
 DG0398
 DG0398.The dynamic height is computed by dividing the NAVD 88
 DG0398.geopotential number by the normal gravity value computed on the
 DG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0398.degrees latitude (g = 980.6199 gals.).
 DG0398
 DG0398.The modeled gravity was interpolated from observed gravity values.
 DG0398
 DG0398;                    North         East    Units  Estimated Accuracy
 DG0398;SPC GA W     -   435,810.      692,500.      MT  (+/- 180 meters Scaled)
 DG0398
 DG0398                          SUPERSEDED SURVEY CONTROL
 DG0398
 DG0398  NGVD 29 (??/??/92)  323.571  (m)         1061.58   (f) ADJ UNCH    1 2
 DG0398
 DG0398.Superseded values are not recommended for survey control.
 DG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0398.See file dsdata.txt to determine how the superseded data were derived.
 DG0398
 DG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC544578(NAD 83)
 DG0398_MARKER: B = BOLT
 DG0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0398_SP_SET: GRANITE POST
 DG0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0398+STABILITY: SURFACE MOTION
 DG0398
 DG0398  HISTORY     - Date     Condition        Report By
 DG0398  HISTORY     - UNK      MONUMENTED       CGS
 DG0398  HISTORY     - 1959     GOOD             NGS
 DG0398
 DG0398                          STATION DESCRIPTION
 DG0398
 DG0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0398'2 MI SW FROM NORCROSS.
 DG0398'58.9 FEET NORTHEAST OF ATLANTA NORTHEAST BASE DESCRIBED, 30
 DG0398'FEET NORTH OF THE SOUTH POINT OF PINE WOODS, ON THE NORTHEAST
 DG0398'SLOPE OF THE RIDGE, 10 FEET NORTH OF A 15-INCH PINE TREE, A
 DG0398'COPPER BOLT IN TOP OF A 1-FOOT-SQUARE GRANITE POST PROJECTING
 DG0398'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0399 ***********************************************************************
 DG0399  DESIGNATION -  ATLANTA NE BASE NW RM
 DG0399  PID         -  DG0399
 DG0399  STATE/COUNTY-  GA/GWINNETT
 DG0399  USGS QUAD   -  NORCROSS (1992)
 DG0399
 DG0399                         *CURRENT SURVEY CONTROL
 DG0399  ___________________________________________________________________
 DG0399* NAD 83(1986)-  33 55 50.     (N)    084 14 52.     (W)     SCALED    
 DG0399* NAVD 88     -       324.736  (meters)    1065.40   (feet)  ADJUSTED  
 DG0399  ___________________________________________________________________
 DG0399  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0399  DYNAMIC HT  -         324.378 (meters)    1064.23  (feet)  COMP
 DG0399  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DG0399
 DG0399  VERT ORDER  -  FIRST     CLASS II
 DG0399
 DG0399.The horizontal coordinates were scaled from a topographic map and have
 DG0399.an estimated accuracy of +/- 6 seconds.
 DG0399
 DG0399.The orthometric height was determined by differential leveling
 DG0399.and adjusted by the National Geodetic Survey in June 1991..
 DG0399
 DG0399.The geoid height was determined by GEOID03.
 DG0399
 DG0399.The dynamic height is computed by dividing the NAVD 88
 DG0399.geopotential number by the normal gravity value computed on the
 DG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0399.degrees latitude (g = 980.6199 gals.).
 DG0399
 DG0399.The modeled gravity was interpolated from observed gravity values.
 DG0399
 DG0399;                    North         East    Units  Estimated Accuracy
 DG0399;SPC GA W     -   435,810.      692,500.      MT  (+/- 180 meters Scaled)
 DG0399
 DG0399                          SUPERSEDED SURVEY CONTROL
 DG0399
 DG0399  NGVD 29 (??/??/92)  324.660  (m)         1065.16   (f) ADJ UNCH    1 2
 DG0399
 DG0399.Superseded values are not recommended for survey control.
 DG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0399.See file dsdata.txt to determine how the superseded data were derived.
 DG0399
 DG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC544578(NAD 83)
 DG0399_MARKER: B = BOLT
 DG0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0399_SP_SET: GRANITE POST
 DG0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0399+STABILITY: SURFACE MOTION
 DG0399
 DG0399  HISTORY     - Date     Condition        Report By
 DG0399  HISTORY     - UNK      MONUMENTED       CGS
 DG0399  HISTORY     - 1959     GOOD             NGS
 DG0399
 DG0399                          STATION DESCRIPTION
 DG0399
 DG0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0399'2 MI SW FROM NORCROSS.
 DG0399'58.9 FEET NORTHWEST OF ATLANTA NORTHEAST BASE DESCRIBED, IN A
 DG0399'CULTIVATED FIELD, 33 FEET SOUTHWEST OF THE EDGE OF THE PINE
 DG0399'WOODS, 7 1/2 FEET WEST OF A 5-INCH PERSIMMON TREE, A COPPER BOLT
 DG0399'IN TOP OF A 1-FOOT-SQUARE GRANITE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0397 ***********************************************************************
 DG0397  DESIGNATION -  ATLANTA NE BASE SE RM
 DG0397  PID         -  DG0397
 DG0397  STATE/COUNTY-  GA/GWINNETT
 DG0397  USGS QUAD   -  NORCROSS (1992)
 DG0397
 DG0397                         *CURRENT SURVEY CONTROL
 DG0397  ___________________________________________________________________
 DG0397* NAD 83(1986)-  33 55 50.     (N)    084 14 52.     (W)     SCALED    
 DG0397* NAVD 88     -       324.303  (meters)    1063.98   (feet)  ADJUSTED  
 DG0397  ___________________________________________________________________
 DG0397  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0397  DYNAMIC HT  -         323.947 (meters)    1062.82  (feet)  COMP
 DG0397  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DG0397
 DG0397  VERT ORDER  -  FIRST     CLASS II
 DG0397
 DG0397.The horizontal coordinates were scaled from a topographic map and have
 DG0397.an estimated accuracy of +/- 6 seconds.
 DG0397
 DG0397.The orthometric height was determined by differential leveling
 DG0397.and adjusted by the National Geodetic Survey in June 1991..
 DG0397
 DG0397.The geoid height was determined by GEOID03.
 DG0397
 DG0397.The dynamic height is computed by dividing the NAVD 88
 DG0397.geopotential number by the normal gravity value computed on the
 DG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0397.degrees latitude (g = 980.6199 gals.).
 DG0397
 DG0397.The modeled gravity was interpolated from observed gravity values.
 DG0397
 DG0397;                    North         East    Units  Estimated Accuracy
 DG0397;SPC GA W     -   435,810.      692,500.      MT  (+/- 180 meters Scaled)
 DG0397
 DG0397                          SUPERSEDED SURVEY CONTROL
 DG0397
 DG0397  NGVD 29 (??/??/92)  324.228  (m)         1063.74   (f) ADJ UNCH    1 2
 DG0397
 DG0397.Superseded values are not recommended for survey control.
 DG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0397.See file dsdata.txt to determine how the superseded data were derived.
 DG0397
 DG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC544578(NAD 83)
 DG0397_MARKER: B = BOLT
 DG0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0397_SP_SET: GRANITE POST
 DG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0397+STABILITY: SURFACE MOTION
 DG0397
 DG0397  HISTORY     - Date     Condition        Report By
 DG0397  HISTORY     - UNK      MONUMENTED       CGS
 DG0397  HISTORY     - 1959     GOOD             NGS
 DG0397
 DG0397                          STATION DESCRIPTION
 DG0397
 DG0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0397'2 MI SW FROM NORCROSS.
 DG0397'59.1 FEET SOUTHEAST OF ATLANTA NORTHEAST BASE DESCRIBED, IN A
 DG0397'CULTIVATED FIELD, 52 FEET NORTHEAST OF THE NORTH CORNER OF A
 DG0397'SMALL HOUSE WITH BRICK SIDING, A COPPER BOLT IN TOP OF A
 DG0397'1-FOOT-SQUARE GRANITE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0400 ***********************************************************************
 DG0400  DESIGNATION -  ATLANTA NE BASE SW RM
 DG0400  PID         -  DG0400
 DG0400  STATE/COUNTY-  GA/GWINNETT
 DG0400  USGS QUAD   -  NORCROSS (1992)
 DG0400
 DG0400                         *CURRENT SURVEY CONTROL
 DG0400  ___________________________________________________________________
 DG0400* NAD 83(1986)-  33 55 50.     (N)    084 14 52.     (W)     SCALED    
 DG0400* NAVD 88     -       325.036  (meters)    1066.39   (feet)  ADJUSTED  
 DG0400  ___________________________________________________________________
 DG0400  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0400  DYNAMIC HT  -         324.678 (meters)    1065.21  (feet)  COMP
 DG0400  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DG0400
 DG0400  VERT ORDER  -  FIRST     CLASS II
 DG0400
 DG0400.The horizontal coordinates were scaled from a topographic map and have
 DG0400.an estimated accuracy of +/- 6 seconds.
 DG0400
 DG0400.The orthometric height was determined by differential leveling
 DG0400.and adjusted by the National Geodetic Survey in June 1991..
 DG0400
 DG0400.The geoid height was determined by GEOID03.
 DG0400
 DG0400.The dynamic height is computed by dividing the NAVD 88
 DG0400.geopotential number by the normal gravity value computed on the
 DG0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0400.degrees latitude (g = 980.6199 gals.).
 DG0400
 DG0400.The modeled gravity was interpolated from observed gravity values.
 DG0400
 DG0400;                    North         East    Units  Estimated Accuracy
 DG0400;SPC GA W     -   435,810.      692,500.      MT  (+/- 180 meters Scaled)
 DG0400
 DG0400                          SUPERSEDED SURVEY CONTROL
 DG0400
 DG0400  NGVD 29 (??/??/92)  324.960  (m)         1066.14   (f) ADJ UNCH    1 2
 DG0400
 DG0400.Superseded values are not recommended for survey control.
 DG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0400.See file dsdata.txt to determine how the superseded data were derived.
 DG0400
 DG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC544578(NAD 83)
 DG0400_MARKER: B = BOLT
 DG0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0400_SP_SET: GRANITE POST
 DG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0400+STABILITY: SURFACE MOTION
 DG0400
 DG0400  HISTORY     - Date     Condition        Report By
 DG0400  HISTORY     - UNK      MONUMENTED       CGS
 DG0400  HISTORY     - 1959     GOOD             NGS
 DG0400
 DG0400                          STATION DESCRIPTION
 DG0400
 DG0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0400'2 MI SW FROM NORCROSS.
 DG0400'59.1 FEET SOUTHWEST OF ATLANTA NORTHEAST BASE DESCRIBED, IN A
 DG0400'CULTIVATED FIELD, 54 1/2 FEET NORTHWEST OF THE NORTH CORNER OF
 DG0400'A SMALL HOUSE WITH BRICK SIDING, 67 1/2 FEET NORTH OF THE NORTH
 DG0400'CORNER OF A ONE-STORY HOUSE WITH WHITE ASBESTOS SIDING, A COPPER
 DG0400'BOLT IN TOP OF A 1-FOOT-SQUARE GRANITE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0401 ***********************************************************************
 DG0401  DESIGNATION -  ATLANTA NORTHEAST BASE
 DG0401  PID         -  DG0401
 DG0401  STATE/COUNTY-  GA/GWINNETT
 DG0401  USGS QUAD   -  NORCROSS (1992)
 DG0401
 DG0401                         *CURRENT SURVEY CONTROL
 DG0401  ___________________________________________________________________
 DG0401* NAD 83(1986)-  33 55 50.     (N)    084 14 52.     (W)     SCALED    
 DG0401* NAVD 88     -       325.227  (meters)    1067.02   (feet)  ADJUSTED  
 DG0401  ___________________________________________________________________
 DG0401  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0401  DYNAMIC HT  -         324.869 (meters)    1065.84  (feet)  COMP
 DG0401  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DG0401
 DG0401  VERT ORDER  -  FIRST     CLASS II
 DG0401
 DG0401.The horizontal coordinates were scaled from a topographic map and have
 DG0401.an estimated accuracy of +/- 6 seconds.
 DG0401
 DG0401.The orthometric height was determined by differential leveling
 DG0401.and adjusted by the National Geodetic Survey in June 1991..
 DG0401
 DG0401.The geoid height was determined by GEOID03.
 DG0401
 DG0401.The dynamic height is computed by dividing the NAVD 88
 DG0401.geopotential number by the normal gravity value computed on the
 DG0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0401.degrees latitude (g = 980.6199 gals.).
 DG0401
 DG0401.The modeled gravity was interpolated from observed gravity values.
 DG0401
 DG0401;                    North         East    Units  Estimated Accuracy
 DG0401;SPC GA W     -   435,810.      692,500.      MT  (+/- 180 meters Scaled)
 DG0401
 DG0401                          SUPERSEDED SURVEY CONTROL
 DG0401
 DG0401  NGVD 29 (??/??/92)  325.151  (m)         1066.77   (f) ADJ UNCH    1 2
 DG0401
 DG0401.Superseded values are not recommended for survey control.
 DG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0401.See file dsdata.txt to determine how the superseded data were derived.
 DG0401
 DG0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC544578(NAD 83)
 DG0401_MARKER: B = BOLT
 DG0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0401_SP_SET: GRANITE BLOCK
 DG0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0401
 DG0401  HISTORY     - Date     Condition        Report By
 DG0401  HISTORY     - UNK      MONUMENTED       CGS
 DG0401  HISTORY     - 1959     GOOD             NGS
 DG0401
 DG0401                          STATION DESCRIPTION
 DG0401
 DG0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0401'2 MI SW FROM NORCROSS.
 DG0401'ABOUT 1.75 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0401'STATION AT NORCROSS, THENCE ABOUT 0.3 MILE NORTH ALONG JONES
 DG0401'FERRY ROAD (A DIRT ROAD), ABOUT 80 YARDS NORTH OF THE JUNCTION
 DG0401'OF A DIRT ROAD LEADING SOUTHEAST, IN THE NORTHEAST EDGE OF A
 DG0401'SMALL CULTIVATED FIELD AND ON TOP OF A SMALL RIDGE, 75 FEET
 DG0401'NORTH OF THE NORTH CORNER OF A SMALL HOUSE WITH BRICK SIDING, AT
 DG0401'THE SOUTH POINT OF A GROVE OF PINE TREES, 23 1/2 FEET SOUTH OF
 DG0401'THE SOUTH ONE OF A ROW OF 12-INCH PINE TREES LEADING NORTHWEST,
 DG0401'ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD, AND IS A COPPER BOLT
 DG0401'IN TOP OF A 3-BY 3-FOOT GRANITE BLOCK PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2563 ***********************************************************************
 DG2563  DESIGNATION -  ATLANTA NORTHEAST BASE 1873
 DG2563  PID         -  DG2563
 DG2563  STATE/COUNTY-  GA/GWINNETT
 DG2563  USGS QUAD   -  NORCROSS (1992)
 DG2563
 DG2563                         *CURRENT SURVEY CONTROL
 DG2563  ___________________________________________________________________
 DG2563* NAD 83(1994)-  33 55 57.73384(N)    084 14 09.35847(W)     ADJUSTED  
 DG2563* NAVD 88     -       325.22   (+/-2cm)    1067.0    (feet)  VERTCON   
 DG2563  ___________________________________________________________________
 DG2563  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DG2563  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2563
 DG2563  HORZ ORDER  -  FIRST
 DG2563  VERT ORDER  -  THIRD ? (See Below)
 DG2563
 DG2563.The horizontal coordinates were established by classical geodetic methods
 DG2563.and adjusted by the National Geodetic Survey in September 1997..
 DG2563
 DG2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2563.The vertical order pertains to the NGVD 29 superseded value.
 DG2563
 DG2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2563
 DG2563.The geoid height was determined by GEOID03.
 DG2563
 DG2563;                    North         East     Units Scale Factor Converg.
 DG2563;SPC GA W     -   436,041.987   693,596.451   MT  0.99990051   -0 02 19.2
 DG2563;SPC GA W     - 1,430,581.09  2,275,574.36   sFT  0.99990051   -0 02 19.2
 DG2563;UTM  16      - 3,758,136.140   755,494.353   MT  1.00040478   +1 32 37.6
 DG2563
 DG2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2563!SPC GA W     -   0.99995359  x   0.99990051  =   0.99985410
 DG2563!UTM  16      -   0.99995359  x   1.00040478  =   1.00035835
 DG2563
 DG2563:                Primary Azimuth Mark                     Grid Az
 DG2563:SPC GA W     -  STONE MOUNTAIN RESET                     149 22 47.8
 DG2563:UTM  16      -  STONE MOUNTAIN RESET                     147 47 51.0
 DG2563
 DG2563|---------------------------------------------------------------------|
 DG2563| PID    Reference Object                     Distance      Geod. Az  |
 DG2563|                                                           dddmmss.s |
 DG2563| DG2533 STONE MOUNTAIN RESET                APPROX.16.3 KM 1492028.6 |
 DG2563|---------------------------------------------------------------------|
 DG2563
 DG2563                          SUPERSEDED SURVEY CONTROL
 DG2563
 DG2563  NAD 83(1986)-  33 55 57.73888(N)    084 14 09.35807(W) AD(       ) 1
 DG2563  NAD 27      -  33 55 57.37800(N)    084 14 09.64300(W) AD(       ) 1
 DG2563  NGVD 29 (07/19/86)  325.15   (m)         1066.8    (f) LEVELING    3  
 DG2563
 DG2563.Superseded values are not recommended for survey control.
 DG2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2563.See file dsdata.txt to determine how the superseded data were derived.
 DG2563
 DG2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5549458136(NAD 83)
 DG2563_MARKER: B = BOLT
 DG2563_SETTING: 0 = UNSPECIFIED SETTING
 DG2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2563
 DG2563  HISTORY     - Date     Condition        Report By
 DG2563  HISTORY     - 1873     MONUMENTED       CGS
 DG2563  HISTORY     - 1907     GOOD             CGS
 DG2563  HISTORY     - 1918     GOOD             CGS
 DG2563  HISTORY     - 1927     GOOD             CGS
 DG2563  HISTORY     - 1927     GOOD             CGS
 DG2563  HISTORY     - 1940     GOOD             GAGS
 DG2563  HISTORY     - 1953     GOOD             CGS
 DG2563
 DG2563                          STATION DESCRIPTION
 DG2563
 DG2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 DG2563'ABOUT 12 MILES NE OF ATLANTA AND ABOUT 500 FEET W OF THE SOUTHERN
 DG2563'RAILWAY MEASURED FROM A MILEPOST 1 MILE FROM NORCROSS.  THE STATION
 DG2563'IS MARKED BY A CROSS IN A COPPER BOLT SET IN A DRILL HOLE IN A
 DG2563'LARGE GRANITE BLOCK, 3.3 FEET SQUARE AT THE BASE, 3 FEET SQUARE AT
 DG2563'THE TOP, AND 2.5 FEET HIGH.  THIS BLOCK RESTS ON A BRICK FOUNDATION
 DG2563'5 FEET SQUARE AND 1 FOOT HIGH HAVING A HOLE 1 FOOT SQUARE THROUGH
 DG2563'THE CENTER TO GIVE ACCESS TO THE UNDERGROUND MARK.  THE UNDERGROUND
 DG2563'MARK IS A COPPER BOLT IN THE TOP OF A GRANITE POST 6 INCHES SQUARE
 DG2563'AND 2 FEET LONG, 3.5 FEET BELOW THE TOP OF THE SURFACE MARK.  FOUR
 DG2563'REFERENCE MARKS, EACH CONSISTING OF A COPPER BOLT IN THE TOP OF A
 DG2563'STONE POST 1 FOOT SQUARE AND THREE FEET LONG, FORM A SQUARE THE
 DG2563'SIDES OF WHICH ARE PARALLEL AND AT RIGHT ANGLES TO THE DIRECTION OF
 DG2563'THE BASE LINE AND THE DIAGONALS OF WHICH INTERSECT AT THE STATION.
 DG2563'THE LAND INCLUDED WITHIN THIS SQUARE WAS DEEDED TO THE GOVERNMENT BY
 DG2563'J.H. MALONEY.  EACH REFERENCE MARK IS 18 METERS (59.05 FEET) FROM
 DG2563'THE STATION AND AN ARROW HEAD CUT IN THE TOP OF EACH STONE POST
 DG2563'POINTS TOWARD THE STATION.
 DG2563
 DG2563                          STATION RECOVERY (1918)
 DG2563
 DG2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (CLG)
 DG2563'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  THE FOLLOWING SHOULD
 DG2563'BE ADDED.
 DG2563'
 DG2563'STATION IS ABOUT 1 1/4 MILES SW OF NORCROSS, GEORGIA, ABOUT 175
 DG2563'METERS NW OF THE SOUTHERN RAILWAY, AND ABOUT 25 METERS NE FROM THE
 DG2563'HOUSE OF MR. GEORGE WEATHERS.  THIS LOCALITY IS FURTHER IDENTIFIED
 DG2563'BY THE FACT THAT THE NORCROSS-ATLANTA ROAD CROSSES TO THE N OF THE
 DG2563'RAILROAD TRACKS ABOUT 1/8 MILE TO THE E OF THE STATION.
 DG2563
 DG2563                          STATION RECOVERY (1927)
 DG2563
 DG2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2563'POINT WAS FOUND TO BE IN GOOD CONDITION.  NEW DESCRIPTION AS
 DG2563'FOLLOWS--ATLANTA NORTHEAST BASE IS LOCATED ABOUT 17 MILES NE OF
 DG2563'ATLANTA, AND ABOUT 1-1/2 MILES SW OF NORCROSS, GEORGIA, ON THE
 DG2563'PROPERTY OF J.C. GREEN.  MARK IS ABOUT 75 FEET N FROM FRAME HOUSE
 DG2563'IN A CULTIVATED FIELD.  59.04 FEET SE FROM WITNESS MARK.
 DG2563'
 DG2563'FROM BUCKHEAD--GO OUT PEACHTREE ROAD FOR 10.7 MILES TO OLD DIRT
 DG2563'ROAD TO LEFT, TURN LEFT AND GO ACROSS SOUTHERN RAILROAD TRACKS TO
 DG2563'DIRT ROAD, TURN RIGHT AND GO ABOUT 50 FEET TO JONES FERRY ROAD,
 DG2563'TURN LEFT AND GO 0.2 MILE TO DRIVEWAY TO W.O. WORLEYS HOUSE.  MARK
 DG2563'IS ON THE PROPERTY OF J.C. GREEN ABOUT 75 FEET N FROM HOUSE.
 DG2563
 DG2563                          STATION RECOVERY (1927)
 DG2563
 DG2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 DG2563'ON LAND DEEDED TO GOVERNMENT IN 1873 BY J.H. MALONEY, BUT SURROUNDED
 DG2563'BY PROPERTY OF J.C. GREEN IN 1927, ABOUT 17 MILES NORTHEAST OF
 DG2563'ATLANTA, ABOUT 1-1/2 MILES SOUTHWEST OF NORCROSS, AND ABOUT 575 FEET
 DG2563'NORTHWEST OF SOUTHERN RAILROAD.  TO REACH FROM BUCKHEAD, GO OUT
 DG2563'PEACHTREE ROAD 10.7 MILES TO OLD DIRT ROAD TO LEFT, TURN LEFT AND
 DG2563'CROSS SOUTHERN RAILROAD TRACKS TO DIRT ROAD, TURN RIGHT AND GO ABOUT
 DG2563'50 FEET TO JONES FERRY ROAD, TURN LEFT AND GO 0.2 MILE TO DRIVEWAY TO
 DG2563'W.O. WORLEYS HOUSE, THEN NORTH 75 FEET TO PROPERTY OF J.C. GREEN
 DG2563'AND STATION SITE IN CULTIVATED FIELD.  SURFACE MARK IS CROSS IN
 DG2563'COPPER BOLT SET IN DRILL HOLE IN LARGE GRANITE BLOCK, 3.3 FEET SQUARE
 DG2563'AT BASE, 3 FEET SQUARE AT TOP AND 2.5 FEET HIGH.  THIS BLOCK RESTS ON
 DG2563'BRICK FOUNDATION 5 FEET SQUARE AND 1 FOOT HIGH HAVING HOLE 1 FOOT
 DG2563'SQUARE THROUGH CENTER TO GIVE ACCESS TO UNDERGROUND MARK.
 DG2563'UNDERGROUND MARK IS COPPER BOLT IN TOP OF GRANITE POST 6 INCHES
 DG2563'SQUARE AND 2 FEET LONG, BURIED ABOUT 3.5 FEET BELOW TOP OF SURFACE
 DG2563'MARK.  FOUR REFERENCE MARKS EACH CONSISTING OF COPPER BOLT IN TOP OF
 DG2563'STONE POST 1 FOOT SQUARE BY 3 FEET LONG, THE SIDES OF WHICH ARE
 DG2563'PARALLEL TO AND AT RIGHT ANGLES TO DIRECTION OF BASE LINE, AND
 DG2563'DIAGONALS OF WHICH INTERSECT AT STATION. EACH REFERENCE MARK IS 18
 DG2563'METERS (59 FEET) FROM STATION, AND ARROWHEAD IN TOP OF EACH POST
 DG2563'POINTS TOWARD STATION.  IN 1927 STATION AND REFERENCE MARKS
 DG2563'RECOVERED IN GOOD CONDITION.
 DG2563
 DG2563                          STATION RECOVERY (1940)
 DG2563
 DG2563'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1940
 DG2563'FROM THE DEPOT IN NORCROSS, GO SOUTHWEST ALONG MACADAM ROAD AND
 DG2563'GEORGIA ROUTE 13 FOR 1.85 MILES, TURN RIGHT ACROSS SOUTHERN
 DG2563'RAILROAD AND GO 0.3 MILE ALONG DIRT ROAD TO W.O. WEATHERS HOUSE
 DG2563'AND STATION.  MARK IS IN CULTIVATED FIELD BACK OF HOUSE, 84.0 FEET
 DG2563'NORTH OF NORTHWEST CORNER OF W.O. WEATHERS JR. HOUSE AND 171.0 FEET
 DG2563'NORTHWEST OF ROAD.  MONUMENT WAS FOUND IN GOOD CONDITION.
 DG2563
 DG2563                          STATION RECOVERY (1953)
 DG2563
 DG2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG2563'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN PREVIOUS
 DG2563'DESCRIPTIONS AND FOUND IN GOOD CONDITION.  THE DESCRIPTIONS ARE
 DG2563'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1566 ***********************************************************************
 ED1566  DESIGNATION -  ATLANTA NY AWY BCN 7
 ED1566  PID         -  ED1566
 ED1566  STATE/COUNTY-  GA/MADISON
 ED1566  USGS QUAD   -  ILA (1964)
 ED1566
 ED1566                         *CURRENT SURVEY CONTROL
 ED1566  ___________________________________________________________________
 ED1566* NAD 83(1994)-  34 13 34.33575(N)    083 16 00.10752(W)     ADJUSTED  
 ED1566* NAVD 88     -                                                        
 ED1566  ___________________________________________________________________
 ED1566  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 ED1566  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ED1566
 ED1566  HORZ ORDER  -  THIRD
 ED1566
 ED1566.The horizontal coordinates were established by classical geodetic methods
 ED1566.and adjusted by the National Geodetic Survey in September 1997..
 ED1566
 ED1566
 ED1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1566
 ED1566.The geoid height was determined by GEOID03.
 ED1566
 ED1566;                    North         East     Units Scale Factor Converg.
 ED1566;SPC GA E     -   469,140.030    98,651.977   MT  1.00002657   -0 37 07.6
 ED1566;SPC GA E     - 1,539,170.25    323,660.69   sFT  1.00002657   -0 37 07.6
 ED1566;SPC GA W     -   468,959.062   782,915.483   MT  0.99998472   +0 30 22.4
 ED1566;SPC GA W     - 1,538,576.52  2,568,615.21   sFT  0.99998472   +0 30 22.4
 ED1566;UTM  17      - 3,789,561.205   291,211.810   MT  1.00013738   -1 16 31.4
 ED1566
 ED1566                          SUPERSEDED SURVEY CONTROL
 ED1566
 ED1566  NAD 83(1986)-  34 13 34.34317(N)    083 16 00.10936(W) AD(       ) 4
 ED1566  NAD 27      -  34 13 33.96000(N)    083 16 00.58000(W) AD(       ) 3
 ED1566
 ED1566.Superseded values are not recommended for survey control.
 ED1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1566.See file dsdata.txt to determine how the superseded data were derived.
 ED1566
 ED1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9121289561(NAD 83)
 ED1566_MARKER: 22 = AIRWAY BEACON
 ED1566
 ED1566  HISTORY     - Date     Condition        Report By
 ED1566  HISTORY     - 1935     FIRST OBSERVED   CGS
 ED1566  HISTORY     - 1956     GOOD             CGS
 ED1566
 ED1566                          STATION DESCRIPTION
 ED1566
 ED1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 ED1566'LIGHT ON AIRWAY BEACON NO. 7 BETWEEN JEFFERSON AND ROYSTON.  NO
 ED1566'CHECK ON THIS POSITION.
 ED1566
 ED1566                          STATION RECOVERY (1956)
 ED1566
 ED1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1566'REPORTEDLY AND APPARENTLY THE SAME AS IN 1935.  THE STATION IS THE
 ED1566'REVOLVING CENTER OF THE LIGHT ON AN ESTIMATED 50-FOOT TOWER, ABOUT
 ED1566'7 MILES NNW OF DANIELSVILLE, 2.0 MILES S ALONG NO. 106 GEORGIA
 ED1566'HIGHWAY FROM THE BRIDGE (COUNTY LINE) OVER BROAD RIVER OR 1.1 MILE S
 ED1566'OF FORT LAMAR SETTLEMENT, AN ESTIMATED 100 YARDS E OF THE HIGHWAY,
 ED1566'50 FEET SW OF THE CENTER OF A GRAVEL ROAD, AND ABOUT 25 FEET NE OF
 ED1566'THE CREST OF A HIGH HILL.  THE TOWER IS ROUGHLY CENTERED OVER A
 ED1566'SQUARE SECTION IN A CONCRETE ARROW ON THE GROUND POINTING ABOUT ENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2744 ***********************************************************************
 DG2744  DESIGNATION -  ATLANTA RAD STA WPLO CEN MAST
 DG2744  PID         -  DG2744
 DG2744  STATE/COUNTY-  GA/DE KALB
 DG2744  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2744
 DG2744                         *CURRENT SURVEY CONTROL
 DG2744  ___________________________________________________________________
 DG2744* NAD 83(1994)-  33 49 29.61577(N)    084 18 57.72970(W)     ADJUSTED  
 DG2744* NAVD 88     -                                                        
 DG2744  ___________________________________________________________________
 DG2744  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG2744  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG2744
 DG2744  HORZ ORDER  -  THIRD
 DG2744
 DG2744.The horizontal coordinates were established by classical geodetic methods
 DG2744.and adjusted by the National Geodetic Survey in September 1997..
 DG2744
 DG2744
 DG2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2744
 DG2744.The geoid height was determined by GEOID03.
 DG2744
 DG2744;                    North         East     Units Scale Factor Converg.
 DG2744;SPC GA W     -   424,092.684   686,173.669   MT  0.99990236   -0 04 59.3
 DG2744;SPC GA W     - 1,391,377.41  2,251,221.45   sFT  0.99990236   -0 04 59.3
 DG2744;UTM  16      - 3,745,980.840   748,400.499   MT  1.00036073   +1 29 41.3
 DG2744
 DG2744                          SUPERSEDED SURVEY CONTROL
 DG2744
 DG2744  NAD 83(1986)-  33 49 29.62057(N)    084 18 57.73031(W) AD(       ) 4
 DG2744  NAD 27      -  33 49 29.24729(N)    084 18 58.00689(W) AD(       ) 3
 DG2744
 DG2744.Superseded values are not recommended for survey control.
 DG2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2744.See file dsdata.txt to determine how the superseded data were derived.
 DG2744
 DG2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4840045981(NAD 83)
 DG2744_MARKER: 42 = RADIO/TV MAST
 DG2744
 DG2744  HISTORY     - Date     Condition        Report By
 DG2744  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2744
 DG2744                          STATION DESCRIPTION
 DG2744
 DG2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2744'THE STATION IS THE TOP AND CENTER OF THE ATLANTA RADIO STATION
 DG2744'WPLO, OWNED BY THE PLOUGH BROADCASTING COMPANY INCORPORATED.  IT
 DG2744'IS THE CENTER ONE OF THREE IDENTICAL MAST IN A NORTH-SOUTH
 DG2744'LINE.  IT IS A STEEL TRUSS-WORK, GUYED MAST, PAINTED ALTERNATELY
 DG2744'RED AND WHITE AND IS APPROXIMATELY 305 FEET HIGH.
 DG2744'
 DG2744'STATION IS LOCATED IN THE NORTHEAST SECTION OF ATLANTA AT 2694
 DG2744'NORTH DRUID HILLS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2763 ***********************************************************************
 DG2763  DESIGNATION -  ATLANTA SEARS STORE FLAG POLE
 DG2763  PID         -  DG2763
 DG2763  STATE/COUNTY-  GA/FULTON
 DG2763  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2763
 DG2763                         *CURRENT SURVEY CONTROL
 DG2763  ___________________________________________________________________
 DG2763* NAD 83(1994)-  33 46 23.10737(N)    084 21 55.93563(W)     ADJUSTED  
 DG2763* NAVD 88     -                                                        
 DG2763  ___________________________________________________________________
 DG2763  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DG2763  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG2763
 DG2763  HORZ ORDER  -  THIRD
 DG2763
 DG2763.The horizontal coordinates were established by classical geodetic methods
 DG2763.and adjusted by the National Geodetic Survey in September 1997..
 DG2763.No horizontal observational check was made to the station.
 DG2763
 DG2763
 DG2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2763
 DG2763.The geoid height was determined by GEOID03.
 DG2763
 DG2763;                    North         East     Units Scale Factor Converg.
 DG2763;SPC GA W     -   418,354.530   681,580.464   MT  0.99990418   -0 06 38.0
 DG2763;SPC GA W     - 1,372,551.49  2,236,151.91   sFT  0.99990418   -0 06 38.0
 DG2763;UTM  16      - 3,740,115.859   743,964.967   MT  1.00033381   +1 27 54.8
 DG2763
 DG2763                          SUPERSEDED SURVEY CONTROL
 DG2763
 DG2763  NAD 83(1986)-  33 46 23.11306(N)    084 21 55.93553(W) AD(       ) 4
 DG2763  NAD 27      -  33 46 22.73482(N)    084 21 56.20276(W) AD(       ) 3
 DG2763
 DG2763.Superseded values are not recommended for survey control.
 DG2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2763.See file dsdata.txt to determine how the superseded data were derived.
 DG2763
 DG2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4396540116(NAD 83)
 DG2763_MARKER: 62 = FLAGPOLE
 DG2763
 DG2763  HISTORY     - Date     Condition        Report By
 DG2763  HISTORY     - 1969     FIRST OBSERVED   CGS
 DG2763
 DG2763                          STATION DESCRIPTION
 DG2763
 DG2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DG2763'THE FLAG POLE ATOP THE SEARS STORE LOCATED ON THE SOUTH SIDE OF
 DG2763'PONCE DELEON AVE., BETWEEN GLEN IRIS DRIVE AND THE SOUTHERN RAILWAY
 DG2763'OVERPASS.  THE POINT OBSERVED WAS THE BASE OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0383 ***********************************************************************
 DG0383  DESIGNATION -  ATLANTA SW BASE 2
 DG0383  PID         -  DG0383
 DG0383  STATE/COUNTY-  GA/DE KALB
 DG0383  USGS QUAD   -  CHAMBLEE (1993)
 DG0383
 DG0383                         *CURRENT SURVEY CONTROL
 DG0383  ___________________________________________________________________
 DG0383* NAD 83(1994)-  33 52 51.02028(N)    084 18 56.78703(W)     ADJUSTED  
 DG0383* NAVD 88     -       316.82   (meters)    1039.4    (feet)  RESET     
 DG0383  ___________________________________________________________________
 DG0383  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DG0383  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0383
 DG0383  HORZ ORDER  -  SECOND
 DG0383  VERT ORDER  -  THIRD
 DG0383
 DG0383.The horizontal coordinates were established by classical geodetic methods
 DG0383.and adjusted by the National Geodetic Survey in September 1997..
 DG0383
 DG0383.The orthometric height was computed from unverified reset data.
 DG0383.No vertical observational check was made to the station.
 DG0383
 DG0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0383
 DG0383.The geoid height was determined by GEOID03.
 DG0383
 DG0383;                    North         East     Units Scale Factor Converg.
 DG0383;SPC GA W     -   430,297.518   686,206.903   MT  0.99990234   -0 04 59.2
 DG0383;SPC GA W     - 1,411,734.44  2,251,330.48   sFT  0.99990234   -0 04 59.2
 DG0383;UTM  16      - 3,752,187.074   748,262.669   MT  1.00035987   +1 29 49.7
 DG0383
 DG0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0383!SPC GA W     -   0.99995491  x   0.99990234  =   0.99985725
 DG0383!UTM  16      -   0.99995491  x   1.00035987  =   1.00031476
 DG0383
 DG0383|---------------------------------------------------------------------|
 DG0383| PID    Reference Object                     Distance      Geod. Az  |
 DG0383|                                                           dddmmss.s |
 DG0383| DG0381 ATLANTA SW BASE RM NW                              00046     |
 DG0383| DG2482 ATLANTA SW BASE 2 RM 3               26.992 METERS 00801     |
 DG0383| DG0384 ATLANTA SOUTHWEST BASE               24.039 METERS 02906     |
 DG0383| DG2723 ATLANTA A PT                         24.131 METERS 05914     |
 DG0383| DG0385 ATLANTA SW BASE RM SE                23.739 METERS 07318     |
 DG0383| CZ2724 ATLANTA SW BASE 2 RM 1               14.101 METERS 18228     |
 DG0383| DG0386 ATLANTA SW BASE RM SW                10.275 METERS 34600     |
 DG0383| DG2484 ATLANTA SW BASE 2 RM 2               14.800 METERS 35750     |
 DG0383|---------------------------------------------------------------------|
 DG0383
 DG0383                          SUPERSEDED SURVEY CONTROL
 DG0383
 DG0383  NAD 83(1986)-  33 52 51.02553(N)    084 18 56.78669(W) AD(       ) 2
 DG0383  NAD 27      -  33 52 50.65800(N)    084 18 57.06200(W) AD(       ) 2
 DG0383  NGVD 29 (10/08/05)  316.75   (m)         1039.2    (f) RESET       3  
 DG0383
 DG0383.Superseded values are not recommended for survey control.
 DG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0383.See file dsdata.txt to determine how the superseded data were derived.
 DG0383
 DG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4826352187(NAD 83)
 DG0383_MARKER: DS = TRIANGULATION STATION DISK
 DG0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0383_STAMPING: ATLANTA SW BASE 2 1961
 DG0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0383+STABILITY: SURFACE MOTION
 DG0383
 DG0383  HISTORY     - Date     Condition        Report By
 DG0383  HISTORY     - 1961     MONUMENTED       CGS
 DG0383  HISTORY     - 1961     GOOD             CGS
 DG0383  HISTORY     - 1963     GOOD             CGS
 DG0383  HISTORY     - 1965     GOOD             CGS
 DG0383  HISTORY     - 1965     GOOD             CGS
 DG0383  HISTORY     - 1973     GOOD             NGS
 DG0383  HISTORY     - 1977     GOOD             NGS
 DG0383  HISTORY     - 1977     GOOD             NGS
 DG0383
 DG0383                          STATION DESCRIPTION
 DG0383
 DG0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 DG0383'ABOUT 1.1 MILES SW-LY ALONG SOUTHERN RAILWAY FROM THE STATION AT
 DG0383'CHAMBLEE, ABOUT 1.0 MILES NE-LY ALONG SAME R.R. FROM THE ENTRANCE
 DG0383'TO OGLETHORPE UNIVERSITY IN NORTH ATLANTA, AN ESTIMATED 200 YARDS
 DG0383'SSE OF THE RAILROAD, ON PROPERTY BELONGING TO LA-TEX CONSTRUCTION
 DG0383'CORPORATION, ABOUT 19 YARDS W OF TOP OF HILL, ABOUT 6 FEET LOWER THAN
 DG0383'SAME, 19 FEET SSW OF THE CENTER OF 18-INCH HICKORY TREE, 3 FEET E OF
 DG0383'APPARENT PROPERTY LINE, BOTH DISKS ARE STAMPED ATLANTA S.W. BASE 2
 DG0383'1961, WITH THE SURFACE MARK PROJECTING 0.6 FOOT.
 DG0383'
 DG0383'REFERENCE MARK SW (IT WAS SOUTHWEST OF THE ORIGINAL BASE STATION)
 DG0383'IS A 12-INCHES-SQUARE STONE POST WITH DIAGONAL GROOVES IN TOP, ONE
 DG0383'DIAGONAL HAS ARROWHEAD ON NE END TOWARD THE ORIGINAL STATION, IS ON
 DG0383'CREST OF SE-NW RIB RIDGE, ABOUT 3 FEET W OF APPARENT PROPERTY LINE,
 DG0383'AND PROJECTS 0.1 FOOT ABOVE GROUND.  A BRONZE PIN MARKS TOP CENTER.
 DG0383'
 DG0383'REFERENCE MARK SE IS ENE OF THE STATION, SIMILAR TO R.M. SW EXCEPT
 DG0383'ARROW POINTS NW, IS ABOUT 15 YARDS NNE OF TOP OF HILL, 42 FEET S OF
 DG0383'TOP OF BANK, PROJECTS 0.2 FOOT.
 DG0383
 DG0383                          STATION RECOVERY (1961)
 DG0383
 DG0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DG0383'1.1 MI SW FROM CHAMBLEE.
 DG0383'ABOUT 1.1 MILES SOUTHWESTERLY ALONG SOUTHERN RAILWAY FROM THE
 DG0383'STATION AT CHAMBLEE, ABOUT 1.0 MILES NORTHEASTERLY ALONG SAME
 DG0383'R.R. FROM THE ENTRANCE TO OGLETHORPE UNIVERSITY IN NORTH ATLANTA,
 DG0383'AN ESTIMATED 200 YARDS SSE OF THE RAILROAD, ON PROPERTY OF
 DG0383'LA-TEX CONSTRUCTION CORPORATION, ABOUT 19 YARDS W OF THE TOP OF
 DG0383'HILL, ABOUT 6 FEET LOWER THAN SAME, 19 FEET SSW OF THE CENTER
 DG0383'OF 18-INCH HICKORY TREE, 3 FEET E OF APPARENT PROPERTY LINE, THE
 DG0383'MARK PROJECTS 0.6 FOOT ABOVE GROUND.
 DG0383
 DG0383                          STATION RECOVERY (1963)
 DG0383
 DG0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BH)
 DG0383'STATION FOUND IN VERY GOOD CONDITION.
 DG0383
 DG0383                          STATION RECOVERY (1965)
 DG0383
 DG0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG0383'THIS STATION WAS RECOVERED AS DESCRIBED.  THE REFERENCE MARKS
 DG0383'COULD NOT BE FOUND, PROBABLY DUE TO GRADING.  THE AZIMUTH MARK WAS
 DG0383'NOT LOOKED FOR.
 DG0383
 DG0383                          STATION RECOVERY (1965)
 DG0383
 DG0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 DG0383'RECOVERED ONLY THE STATION MARK IN GOOD CONDITION ESSENTIALLY AS
 DG0383'ORIGINALLY DESCRIBED.  THE TWO REFERENCE MARKS OF THE ORIGINAL 1872
 DG0383'STATION WHICH WERE USED AS REFERENCE MARKS FOR THE SUBJECT STATION
 DG0383'HAVE BEEN REMOVED BY GRADING IN THE AREA.  THE LANDOWNER HAS VAGUE
 DG0383'PLANS TO DO MORE GRADING, BUT THESE ARE SUCH THAT THE PRESENT
 DG0383'POSITION OF THE STATION IS BELIEVED AS PERMANENT AS ANY OTHER
 DG0383'AVAILABLE PRACTICABLE LOCATION.
 DG0383'
 DG0383'ABOUT 1.1 MILES SW-LY ALONG SOUTHERN RAILWAY FROM THE STATION AT
 DG0383'CHAMBLEE, ABOUT 1.0 MILES NE-LY ALONG SAME R.R. FROM THE ENTRANCE
 DG0383'TO OGLETHORPE UNIVERSITY IN NORTH ATLANTA, AN ESTIMATED 200 YARDS
 DG0383'SSE OF THE R.R., ON PROPERTY BELONGING TO LA-TEX CORPORATION, ON W
 DG0383'SIDEOF HILL, ABOUT 2 FEET LOWER THAN PRESENT TOP OF SAME, 71.8 FEET S
 DG0383'OF THE T-JUNCTION OF A 6-FOOT STEEL CYCLONE (HEAVY GALVANIZED WOVEN
 DG0383'WIRE) N-S FENCE AND A 4-FOOT SIMILAR FENCE EXTENDING W-LY ALL OF
 DG0383'WHICH ARE EVIDENTLY PROPERTY-LINE FENCES, 2.7 FEET E OF THE 6-FOOT
 DG0383'FENCE, 19 FEET SSW OF CENTER OF 18-INCH HICKORY TREE, AND 2.5 FEET S
 DG0383'OF STEEL WITNESS POST, STANDARD DISKS STAMPED ATLANTA S.W. BASE 2
 DG0383'1961 PROJECTING 0.6 FOOT
 DG0383'ABOVE GROUND.
 DG0383'
 DG0383'R.M. NO. 1 IS 65 FEET SSW OF THE HICKORY TREE, ONE FOOT E OF THE
 DG0383'LONG ONE-STRAIGHT-LINE 6-FOOT FENCE, AND FLUSH WITH THE GROUND.
 DG0383'
 DG0383'R.M. NO. 2 IS 23 FEET S OF THE FENCE T-INTERSECTION AND ONE FOOT E
 DG0383'OF TALLER FENCE, AND FLUSH WITH THE GROUND, AND JUST UNDER A
 DG0383'WITNESS POST SIGN THAT IS WIRED TO THE FENCE.
 DG0383'
 DG0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES SW
 DG0383'ALONG RAILROAD FROM CHAMBLEE
 DG0383
 DG0383                          STATION RECOVERY (1973)
 DG0383
 DG0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EDW)
 DG0383'NO MEASUREMENT BETWEEN RM 1 AND RM 3 DUE TO TERRAIN.
 DG0383'
 DG0383'THE DISTANT REFERENCE MARK, RM 4, WILL NOT SEE FROM THE
 DG0383'STATION MARK.
 DG0383'
 DG0383'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DG0383'FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY J. B. IN 1965.  THE
 DG0383'DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DISTANCE TO REFERENCE
 DG0383'MARK 1 WAS FOUND TO BE 0.02 OF A FOOT OR 0.006 OF A METER
 DG0383'SHORTER.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE 3
 DG0383'MINUTES AND 9 SECONDS LARGER.  THE STATION COULD NOT BE BUILT
 DG0383'OVER DUE TO ITS POSITION ON A HIGH CUT BANK.  A NEW REFERENCE
 DG0383'MARK 3 WAS ESTABLISHED, BUILT OVER AND OCCUPIED AT THIS TIME.
 DG0383'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DG0383'
 DG0383'THE STATION IS LOCATED IN THE NORTH PART OF NORTH ATLANTA ABOUT
 DG0383'2.5 MILES WEST OF INTERSTATE HIGHWAY 285 AND IS ON THE PROPERTY
 DG0383'OWNED BY LATEX CONSTRUCTION COMPANY WHOSE TELEPHONE NUMBER IS
 DG0383'458-6741.
 DG0383'
 DG0383'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 285
 DG0383'AND STATE ROUTE 141 (PEACHTREE-INDUSTRIAL BOULEVARD), GO
 DG0383'SOUTHWESTERLY ON ROUTE 141 FOR 2.5 MILES TO A MARTIN GAS STATION
 DG0383'AND REFERENCE MARK 4 ON THE RIGHT.  CONTINUE AHEAD, SOUTHWESTERLY,
 DG0383'ON ROUTE 141 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT
 DG0383'AND GO SOUTHEASTERLY ON PEACHTREE ROAD FOR 0.25 MILE TO A SIDE
 DG0383'ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A
 DG0383'T-ROAD.  TURN RIGHT AND GO WEST ON A PAVED STREET FOR 0.2 MILE
 DG0383'TO THE ENTRANCE TO THE CONSTRUCTION COMPANY ON THE LEFT.
 DG0383'TURN LEFT AND GO SOUTH ON THE MAIN ROAD, PASSING BETWEEN
 DG0383'METAL BUILDINGS, FOR 0.15 MILE TO WHERE THE ROAD TURNS SHARP RIGHT.
 DG0383'TURN RIGHT AND GO WEST FOR ABOUT 150 FEET TO A FENCE AND THE
 DG0383'STATION ON THE LEFT.
 DG0383'
 DG0383'THE STATION MARKS ARE STANDARD DISKS STAMPED ATLANTA SW BASE 2
 DG0383'1961.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DG0383'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 DG0383'SURFACE.  IT IS 71 FEET SOUTH OF A FENCE CORNER, 69 FEET
 DG0383'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL SHED, 3 FEET
 DG0383'EAST OF A CHAIN LENK FENCE, 2.6 FEET SOUTH OF A METAL WITNESS
 DG0383'POST AND 2 FEET WEST OF THE EAST EDGE OF A CUT BANK.  THE 1961
 DG0383'DATA STATES THAT AN UNDERGROUND MARK WAS SET.
 DG0383'
 DG0383'REFERENCE MARK 1, A STANDARD DISK STAMPED ATLANTA SW BASE 2 NO 1
 DG0383'1965, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG0383'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET SOUTH OF THE
 DG0383'METAL WITNESS POST, 3 FEET WEST OF THE EDGE OF THE CUT BANK AND
 DG0383'1 FOOT EAST OF THE FENCE.
 DG0383'
 DG0383'REFERENCE MARK 2, A STANDARD DISK STAMPED ATLANTA SW BASE 2 NO 2
 DG0383'1965, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG0383'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET NORTH OF
 DG0383'THE METAL WITNESS POST, 23 FEET SOUTH OF THE FENCE CORNER, 2 FEET
 DG0383'WEST OF THE EDGE OF THE CUT BANK AND 1 FOOT EAST OF THE FENCE.
 DG0383'
 DG0383'REFERENCE MARK 3, A STANDARD DISK STAMPED ATLANTA SW BASE 2 NO
 DG0383'3 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG0383'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET
 DG0383'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SHED, 21 FEET
 DG0383'NORTHEAST OF A FENCE CORNER, 17.5 FEET SOUTHEAST OF A SOUTH
 DG0383'GATE POST AND 10 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 DG0383'OF THE METAL SHED.
 DG0383'
 DG0383'REFERENCE MARK 4, A STANDARD DISK STAMPED ATLANTA SW BASE 2 NO 4
 DG0383'1973, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A LIGHT
 DG0383'POLE.  THE BASE PROJECTS 8 INCHES ABOVE THE ROAD SURFACE.  IT IS
 DG0383'150 FEET SOUTH OF THE SOUTH EDGE OF JOHNSON FERRY ROAD, 46 FEET
 DG0383'WEST OF THE WEST EDGE OF THE ROAD, 33.5 FEET EAST OF THE
 DG0383'NORTHEAST CORNER OF THE GAS STATION AND 1 FOOT SOUTHWEST OF THE
 DG0383'LIGHT POLE.
 DG0383'
 DG0383'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DG0383'
 DG0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG0383'NORTH ATLANTA.
 DG0383
 DG0383                          STATION RECOVERY (1977)
 DG0383
 DG0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AMS)
 DG0383'STATION MARK AND RMS 1 AND 2 RECOVERED AS DESCRIBED IN GOOD
 DG0383'CONDITION BY E.D.W. IN 1973.
 DG0383'
 DG0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN NORTH ATLANTA.
 DG0383
 DG0383                          STATION RECOVERY (1977)
 DG0383
 DG0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DG0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2482 ***********************************************************************
 DG2482  DESIGNATION -  ATLANTA SW BASE 2 RM 3
 DG2482  PID         -  DG2482
 DG2482  STATE/COUNTY-  GA/DE KALB
 DG2482  USGS QUAD   -  CHAMBLEE (1993)
 DG2482
 DG2482                         *CURRENT SURVEY CONTROL
 DG2482  ___________________________________________________________________
 DG2482* NAD 83(1994)-  33 52 51.88776(N)    084 18 56.64061(W)     ADJUSTED  
 DG2482* NAVD 88     -       312.62   (meters)    1025.7    (feet)  RESET     
 DG2482  ___________________________________________________________________
 DG2482  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DG2482  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2482
 DG2482  HORZ ORDER  -  FIRST
 DG2482  VERT ORDER  -  THIRD
 DG2482
 DG2482.The horizontal coordinates were established by classical geodetic methods
 DG2482.and adjusted by the National Geodetic Survey in September 1997..
 DG2482
 DG2482.The orthometric height was computed from unverified reset data.
 DG2482.No vertical observational check was made to the station.
 DG2482
 DG2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2482
 DG2482.The geoid height was determined by GEOID03.
 DG2482
 DG2482;                    North         East     Units Scale Factor Converg.
 DG2482;SPC GA W     -   430,324.238   686,210.704   MT  0.99990234   -0 04 59.2
 DG2482;SPC GA W     - 1,411,822.10  2,251,342.95   sFT  0.99990234   -0 04 59.2
 DG2482;UTM  16      - 3,752,213.901   748,265.733   MT  1.00035989   +1 29 49.8
 DG2482
 DG2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2482!SPC GA W     -   0.99995557  x   0.99990234  =   0.99985791
 DG2482!UTM  16      -   0.99995557  x   1.00035989  =   1.00031544
 DG2482
 DG2482:                Primary Azimuth Mark                     Grid Az
 DG2482:SPC GA W     -  DORAVILLE GA PWR CO MICROWAVE            008 43 05.2
 DG2482:UTM  16      -  DORAVILLE GA PWR CO MICROWAVE            007 08 16.2
 DG2482
 DG2482|---------------------------------------------------------------------|
 DG2482| PID    Reference Object                     Distance      Geod. Az  |
 DG2482|                                                           dddmmss.s |
 DG2482| DG2712 DORAVILLE GA PWR CO MICROWAVE       APPROX. 4.5 KM 0083806.0 |
 DG2482| DG2742 TUCKER RAD STA WSB MAST             APPROX. 7.1 KM 1251750.5 |
 DG2482| CZ2724 ATLANTA SW BASE 2 RM 1                             18607     |
 DG2482| DG0383 ATLANTA SW BASE 2                    26.992 METERS 18801     |
 DG2482| DG2484 ATLANTA SW BASE 2 RM 2                             19954     |
 DG2482| CZ2725 ATLANTA SW BASE 2 RM 4                             3585338.6 |
 DG2482|---------------------------------------------------------------------|
 DG2482
 DG2482                          SUPERSEDED SURVEY CONTROL
 DG2482
 DG2482  NAD 83(1986)-  33 52 51.89314(N)    084 18 56.64025(W) AD(       ) 1
 DG2482  NAD 27      -  33 52 51.52549(N)    084 18 56.91579(W) AD(       ) 1
 DG2482  NGVD 29 (11/20/03)  312.54   (m)         1025.4    (f) RESET       3  
 DG2482
 DG2482.Superseded values are not recommended for survey control.
 DG2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2482.See file dsdata.txt to determine how the superseded data were derived.
 DG2482
 DG2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4826652214(NAD 83)
 DG2482_MARKER: DR = REFERENCE MARK DISK
 DG2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2482_STAMPING: ATLANTA SW BASE NO 3 1973
 DG2482_PROJECTION: FLUSH
 DG2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2482+STABILITY: SURFACE MOTION
 DG2482
 DG2482  HISTORY     - Date     Condition        Report By
 DG2482  HISTORY     - 1973     MONUMENTED       NGS
 DG2482  HISTORY     - 1973     GOOD             NGS
 DG2482
 DG2482                          STATION DESCRIPTION
 DG2482
 DG2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LDF)
 DG2482'DUE TO ITS LOCATION ON A HIGH CUT BANK A TOWER COULD NOT BE BUILT
 DG2482'OVER TRIANGULATION STATION ATLANTA SW BASE 2 1961.  REFERENCE
 DG2482'MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 DG2482'
 DG2482'THE STATION IS LOCATED IN THE NORTH PART OF NORTH ATLANTA ABOUT
 DG2482'2.5 MILES WEST OF INTERSTATE HIGHWAY 285 AND IS ON PROPERTY
 DG2482'OWNED BY LATEX CONSTRUCTION COMPANY WHOSE TELEPHONE NUMBER IS
 DG2482'458-6741.
 DG2482'
 DG2482'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DG2482'285 AND STATE HIGHWAY 141 (PEACHTREE-INDUSTRIAL BOULEVARD), GO
 DG2482'SOUTHWESTERLY ON HIGHWAY 141 FOR 2.5 MILES TO A MARTIN GAS STATION
 DG2482'AND REFERENCE MARK 4 ON THE RIGHT.  CONTINUE AHEAD, SOUTHWESTERLY,
 DG2482'ON THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 DG2482'GO SOUTHEASTERLY ON PEACHTREE ROAD FOR 0.25 MILE TO A SIDE ROAD
 DG2482'RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.05 MILE
 DG2482'TO A T-ROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.2
 DG2482'MILE TO THE ENTRANCE TO THE CONSTRUCTION COMPANY ON THE
 DG2482'LEFT.  TURN LEFT AND FOLLOW THE MAIN ROAD SOUTH, PASSING
 DG2482'BETWEEN METAL BUILDINGS, FOR 0.15 MILE TO WHERE THE ROAD TURNS
 DG2482'TO THE RIGHT.  TURN RIGHT AND GO WEST ON THE ROAD FOR ABOUT
 DG2482'150 FEET TO A FENCE AND THE STATION ON THE LEFT.
 DG2482'
 DG2482'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 DG2482'ATLANTA SW BASE 2 NO 3 1973.  IT IS SET IN THE TOP OF A 12-INCH
 DG2482'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 DG2482'SURFACE.  IT IS 44 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 DG2482'OF A METAL BUILDING, 21 FEET NORTHEAST OF A T-FENCE CORNER, 17.5
 DG2482'FEET SOUTHEAST OF A SOUTH GATE POST AND 10 FEET WEST-SOUTHWEST
 DG2482'OF THE NORTHWEST CORNER OF A METAL SHED.
 DG2482'
 DG2482'ATLANTA SW BASE 2 1961 IS A STANDARD STATION MARK DISK STAMPED
 DG2482'THE SAME.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 DG2482'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 DG2482'GROUND SURFACE.  IT IS 71 FEET SOUTH OF THE FENCE CORNER, 69
 DG2482'FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE SHED, 3 FEET
 DG2482'EAST OF A WIRE FENCE, 2 FEET WEST OF THE EDGE OF A CUT BANK AND
 DG2482'2.6 FEET SOUTH OF A METAL WITNESS POST.
 DG2482'
 DG2482'THE 1961 DATA STATES THAT AN UNDERGROUND MARK WAS SET.
 DG2482'
 DG2482'REFERENCE MARK 1, A STANDARD DISK STAMPED ATLANTA SW BASE 2 NO 1
 DG2482'1965, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG2482'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET
 DG2482'SOUTH OF THE METAL WITNESS POST, 3 FEET WEST OF THE EDGE OF THE
 DG2482'CUT BANK AND 1 FOOT EAST OF THE FENCE.
 DG2482'
 DG2482'REFERENCE MARK 2, A STANDARD DISK STAMPED ATLANTA SW BASE 2
 DG2482'NO 2 1965, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG2482'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET
 DG2482'SOUTH OF THE FENCE CORNER, 2 FEET WEST OF THE EDGE OF THE CUT
 DG2482'BANK AND 1 FOOT EAST OF THE FENCE.
 DG2482'
 DG2482'REFERENCE MARK 4, A STANDARD DISK STAMPED ATLANTA SW BASE 2
 DG2482'NO 4 1973, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF
 DG2482'A LAMP POLE THAT PROJECTS 8 INCHES ABOVE THE ROAD SURFACE.  IT
 DG2482'IS 150 FEET SOUTH OF THE SOUTH CURB OF JOHNSON FERRY ROAD, 46
 DG2482'FEET WEST OF THE WEST EDGE OF HIGHWAY 141, 33.5 FEET EAST OF THE
 DG2482'NORTHEAST CORNER OF THE GAS STATION AND 1 FOOT SOUTHWEST OF THE
 DG2482'LAMP POLE.
 DG2482'
 DG2482'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 DG2482
 DG2482                          STATION RECOVERY (1973)
 DG2482
 DG2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG2482'0.65 MI SW FROM ATLANTA.
 DG2482'1.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DG2482'IN CHAMBLEE, 0.65 MILE NORTHEAST OF THE ENTRANCE TO OGLETHORPE
 DG2482'UNIVERSITY, 88.55 FEET SOUTH OF THE STATION, 41.81 FEET FROM RM 2,
 DG2482'44 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SHED,
 DG2482'FEET NORTHEAST OF A FENCE CORNER, 17.5 FEET SOUTHEAST OF A SOUTH
 DG2482'GATE POST, AND 10 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 DG2482'THE METAL SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2484 ***********************************************************************
 DG2484  DESIGNATION -  ATLANTA SW BASE 2 RM 2
 DG2484  PID         -  DG2484
 DG2484  STATE/COUNTY-  GA/DE KALB
 DG2484  USGS QUAD   -  CHAMBLEE (1993)
 DG2484
 DG2484                         *CURRENT SURVEY CONTROL
 DG2484  ___________________________________________________________________
 DG2484* NAD 83(1986)-  33 52 51.     (N)    084 18 57.     (W)     SCALED    
 DG2484* NAVD 88     -       316.21   (meters)    1037.4    (feet)  RESET     
 DG2484  ___________________________________________________________________
 DG2484  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2484
 DG2484  VERT ORDER  -  THIRD
 DG2484
 DG2484.The horizontal coordinates were scaled from a topographic map and have
 DG2484.an estimated accuracy of +/- 6 seconds.
 DG2484
 DG2484.The orthometric height was computed from unverified reset data.
 DG2484.No vertical observational check was made to the station.
 DG2484
 DG2484.The geoid height was determined by GEOID03.
 DG2484
 DG2484;                    North         East    Units  Estimated Accuracy
 DG2484;SPC GA W     -   430,300.      686,200.      MT  (+/- 180 meters Scaled)
 DG2484
 DG2484                          SUPERSEDED SURVEY CONTROL
 DG2484
 DG2484  NGVD 29 (11/20/03)  316.13   (m)         1037.2    (f) RESET       3  
 DG2484
 DG2484.Superseded values are not recommended for survey control.
 DG2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2484.See file dsdata.txt to determine how the superseded data were derived.
 DG2484
 DG2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC482521(NAD 83)
 DG2484_MARKER: DR = REFERENCE MARK DISK
 DG2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2484_STAMPING: ATLANTA SW BASE 2 NO 2 1965
 DG2484_PROJECTION: FLUSH
 DG2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2484+STABILITY: SURFACE MOTION
 DG2484
 DG2484  HISTORY     - Date     Condition        Report By
 DG2484  HISTORY     - 1965     MONUMENTED       CGS
 DG2484
 DG2484                          STATION DESCRIPTION
 DG2484
 DG2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DG2484'0.65 MI SW FROM ATLANTA.
 DG2484'1.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION IN
 DG2484'CHAMBLEE, 0.65 MILE NORTHEAST OF THE ENTRANCE TO OGLETHORPERM 2,
 DG2484'23 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF THE EDGE OFA CUT
 DG2484'BANK, AND 1 FOOT EAST OF A FENCE LINE.
 DG2484'THE MARK IS 46 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0382 ***********************************************************************
 DG0382  DESIGNATION -  ATLANTA SW BASE NE RM
 DG0382  PID         -  DG0382
 DG0382  STATE/COUNTY-  GA/DE KALB
 DG0382  USGS QUAD   -  CHAMBLEE (1993)
 DG0382
 DG0382                         *CURRENT SURVEY CONTROL
 DG0382  ___________________________________________________________________
 DG0382* NAD 83(1986)-  33 52 51.     (N)    084 18 57.     (W)     SCALED    
 DG0382* NAVD 88     -       317.328  (meters)    1041.10   (feet)  ADJUSTED  
 DG0382  ___________________________________________________________________
 DG0382  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0382  DYNAMIC HT  -         316.978 (meters)    1039.95  (feet)  COMP
 DG0382  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DG0382
 DG0382  VERT ORDER  -  FIRST     CLASS II
 DG0382
 DG0382.The horizontal coordinates were scaled from a topographic map and have
 DG0382.an estimated accuracy of +/- 6 seconds.
 DG0382
 DG0382.The orthometric height was determined by differential leveling
 DG0382.and adjusted by the National Geodetic Survey in June 1991..
 DG0382
 DG0382.The geoid height was determined by GEOID03.
 DG0382
 DG0382.The dynamic height is computed by dividing the NAVD 88
 DG0382.geopotential number by the normal gravity value computed on the
 DG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0382.degrees latitude (g = 980.6199 gals.).
 DG0382
 DG0382.The modeled gravity was interpolated from observed gravity values.
 DG0382
 DG0382;                    North         East    Units  Estimated Accuracy
 DG0382;SPC GA W     -   430,300.      686,200.      MT  (+/- 180 meters Scaled)
 DG0382
 DG0382                          SUPERSEDED SURVEY CONTROL
 DG0382
 DG0382  NGVD 29 (??/??/92)  317.256  (m)         1040.86   (f) ADJ UNCH    1 2
 DG0382
 DG0382.Superseded values are not recommended for survey control.
 DG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0382.See file dsdata.txt to determine how the superseded data were derived.
 DG0382
 DG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC482521(NAD 83)
 DG0382_MARKER: B = BOLT
 DG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0382_SP_SET: GRANITE POST
 DG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0382+STABILITY: SURFACE MOTION
 DG0382
 DG0382  HISTORY     - Date     Condition        Report By
 DG0382  HISTORY     - UNK      MONUMENTED       CGS
 DG0382  HISTORY     - 1944     GOOD             NGS
 DG0382
 DG0382                          STATION DESCRIPTION
 DG0382
 DG0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DG0382'1.1 MI SW FROM CHAMBLEE.
 DG0382'1.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 DG0382'AT CHAMBLEE, ABOUT 200 YARDS SOUTHEAST OF THE TRACKS, ABOUT
 DG0382'130 YARDS SOUTHWEST OF A SMALL FRAME HOUSE, 59.2 FEET NORTHEAST
 DG0382'OF THE STATION, AND 9 FEET EAST OF A 20-INCH OAK TREE.  A COPPER
 DG0382'BOLT, SET IN THE TOP OF A 1-FOOT SQUARE GRANITE POST FLUSH WITH
 DG0382'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0385 ***********************************************************************
 DG0385  DESIGNATION -  ATLANTA SW BASE RM SE
 DG0385  PID         -  DG0385
 DG0385  STATE/COUNTY-  GA/DE KALB
 DG0385  USGS QUAD   -  CHAMBLEE (1993)
 DG0385
 DG0385                         *CURRENT SURVEY CONTROL
 DG0385  ___________________________________________________________________
 DG0385* NAD 83(1986)-  33 52 51.     (N)    084 18 57.     (W)     SCALED    
 DG0385* NAVD 88     -       318.240  (meters)    1044.09   (feet)  ADJUSTED  
 DG0385  ___________________________________________________________________
 DG0385  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0385  DYNAMIC HT  -         317.889 (meters)    1042.94  (feet)  COMP
 DG0385  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DG0385
 DG0385  VERT ORDER  -  FIRST     CLASS II
 DG0385
 DG0385.The horizontal coordinates were scaled from a topographic map and have
 DG0385.an estimated accuracy of +/- 6 seconds.
 DG0385
 DG0385.The orthometric height was determined by differential leveling
 DG0385.and adjusted by the National Geodetic Survey in June 1991..
 DG0385.WARNING-Repeat measurements at this control monument indicate possible
 DG0385.vertical movement.
 DG0385
 DG0385.The geoid height was determined by GEOID03.
 DG0385
 DG0385.The dynamic height is computed by dividing the NAVD 88
 DG0385.geopotential number by the normal gravity value computed on the
 DG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0385.degrees latitude (g = 980.6199 gals.).
 DG0385
 DG0385.The modeled gravity was interpolated from observed gravity values.
 DG0385
 DG0385;                    North         East    Units  Estimated Accuracy
 DG0385;SPC GA W     -   430,300.      686,200.      MT  (+/- 180 meters Scaled)
 DG0385
 DG0385                          SUPERSEDED SURVEY CONTROL
 DG0385
 DG0385  NGVD 29 (??/??/92)  318.168  (m)         1043.86   (f) ADJ UNCH    1 2
 DG0385
 DG0385.Superseded values are not recommended for survey control.
 DG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0385.See file dsdata.txt to determine how the superseded data were derived.
 DG0385
 DG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC482521(NAD 83)
 DG0385_MARKER: B = BOLT
 DG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0385_SP_SET: GRANITE POST
 DG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0385+STABILITY: SURFACE MOTION
 DG0385
 DG0385  HISTORY     - Date     Condition        Report By
 DG0385  HISTORY     - 1873     MONUMENTED       CGS
 DG0385  HISTORY     - 1961     GOOD             NGS
 DG0385
 DG0385                          STATION DESCRIPTION
 DG0385
 DG0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DG0385'1.1 MI SW FROM CHAMBLEE.
 DG0385'ABOUT 1.1 MILES SOUTHWESTERLY FROM THE SOUTHERN RAILWAY STATION
 DG0385'AT CHAMBLEE, ABOUT 1.0 MILES NORTHEASTERLY ALONG THE SAME R.R.
 DG0385'FROM ENTRANCE TO OGLETHORPE UNIVERSITY IN NORTH ATLANTA, AN
 DG0385'ESTIMATED 200 YARDS SSE OF THE RAILROAD, ON PROPERTY BELONGING
 DG0385'TO LA-TEX CONSTRUCTION CORPORATION, ABOUT 15 YARDS NNE OF TOP
 DG0385'OF HILL, 42 FEET S OF TOP OF CUT BANK, 77.88 FEET OR 23.739
 DG0385'METERS ENE OF TRIANGULATION STATION ATLANTA SW BASE 2, 1961,
 DG0385'THE COPPER BOLT IS IN TOP OF A DIAGONALLY GROVED SQUARE GRANITE
 DG0385'POST (AN ARROWHEAD ON ONE GROOVE POINTS NW TO SITE OF 1872 TRI.
 DG0385'STA.) THAT PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0386 ***********************************************************************
 DG0386  DESIGNATION -  ATLANTA SW BASE RM SW
 DG0386  PID         -  DG0386
 DG0386  STATE/COUNTY-  GA/DE KALB
 DG0386  USGS QUAD   -  CHAMBLEE (1993)
 DG0386
 DG0386                         *CURRENT SURVEY CONTROL
 DG0386  ___________________________________________________________________
 DG0386* NAD 83(1986)-  33 52 51.     (N)    084 18 57.     (W)     SCALED    
 DG0386* NAVD 88     -       316.185  (meters)    1037.35   (feet)  ADJUSTED  
 DG0386  ___________________________________________________________________
 DG0386  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0386  DYNAMIC HT  -         315.837 (meters)    1036.21  (feet)  COMP
 DG0386  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DG0386
 DG0386  VERT ORDER  -  FIRST     CLASS II
 DG0386
 DG0386.The horizontal coordinates were scaled from a topographic map and have
 DG0386.an estimated accuracy of +/- 6 seconds.
 DG0386
 DG0386.The orthometric height was determined by differential leveling
 DG0386.and adjusted by the National Geodetic Survey in June 1991..
 DG0386
 DG0386.The geoid height was determined by GEOID03.
 DG0386
 DG0386.The dynamic height is computed by dividing the NAVD 88
 DG0386.geopotential number by the normal gravity value computed on the
 DG0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0386.degrees latitude (g = 980.6199 gals.).
 DG0386
 DG0386.The modeled gravity was interpolated from observed gravity values.
 DG0386
 DG0386;                    North         East    Units  Estimated Accuracy
 DG0386;SPC GA W     -   430,300.      686,200.      MT  (+/- 180 meters Scaled)
 DG0386
 DG0386                          SUPERSEDED SURVEY CONTROL
 DG0386
 DG0386  NGVD 29 (??/??/92)  316.114  (m)         1037.12   (f) ADJ UNCH    1 2
 DG0386
 DG0386.Superseded values are not recommended for survey control.
 DG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0386.See file dsdata.txt to determine how the superseded data were derived.
 DG0386
 DG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC482521(NAD 83)
 DG0386_MARKER: B = BOLT
 DG0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0386_SP_SET: GRANITE POST
 DG0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0386+STABILITY: SURFACE MOTION
 DG0386
 DG0386  HISTORY     - Date     Condition        Report By
 DG0386  HISTORY     - 1873     MONUMENTED       CGS
 DG0386  HISTORY     - 1961     GOOD             NGS
 DG0386
 DG0386                          STATION DESCRIPTION
 DG0386
 DG0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DG0386'1.1 MI SW FROM CHAMBLEE.
 DG0386'ABOUT 1.1 MILES SOUTHWESTERLY ALONG THE SOUTHERN RAILWAY FROM
 DG0386'THE STATION AT CHAMBLEE, ABOUT 1.0 MILES NORTHEASTERLY ALONG SAME
 DG0386'R.R. FROM ENTRANCE TO OGLETHORPE UNIVERSITY IN NORTH ATLANTA,
 DG0386'AN ESTIMATED 200 YARDS SSE OF THE RAILROAD, ON PROPERTY BELONGING
 DG0386'TO LA-TEX CONSTRUCTION CORPORATION, ON CREST OF A RIB RIDGE AN
 DG0386'ESTIMATED 20 YARDS NW OF THE TOP OF THE HILL, ABOUT 3 FEET W OF
 DG0386'WHAT IS APPARENTLY ILL-DEFINED PROPERTY LINE, 33.71 FEET (10.275
 DG0386'METERS) NNW OF TRIANGULATION STATION ATLANTA SW BASE 2 1961,
 DG0386'THE COPPER BOLT IS IN TOP CENTER OF A DIAGONALLY GROOVED
 DG0386'12-INCHES-SQUARE GRANITE POST (AN ARROWHEAD ON ONE GROOVE POINTS
 DG0386'NE TO OLD SITE OF 1872 TRI. STA.) THAT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2730 ***********************************************************************
 DG2730  DESIGNATION -  ATLANTA TALLEST BRICK STACK
 DG2730  PID         -  DG2730
 DG2730  STATE/COUNTY-  GA/FULTON
 DG2730  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2730
 DG2730                         *CURRENT SURVEY CONTROL
 DG2730  ___________________________________________________________________
 DG2730* NAD 83(1994)-  33 45 03.09095(N)    084 22 07.22005(W)     ADJUSTED  
 DG2730* NAVD 88     -                                                        
 DG2730  ___________________________________________________________________
 DG2730  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DG2730  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG2730
 DG2730  HORZ ORDER  -  THIRD
 DG2730
 DG2730.The horizontal coordinates were established by classical geodetic methods
 DG2730.and adjusted by the National Geodetic Survey in September 1997..
 DG2730
 DG2730
 DG2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2730
 DG2730.The geoid height was determined by GEOID03.
 DG2730
 DG2730;                    North         East     Units Scale Factor Converg.
 DG2730;SPC GA W     -   415,889.983   681,285.308   MT  0.99990432   -0 06 44.0
 DG2730;SPC GA W     - 1,364,465.72  2,235,183.55   sFT  0.99990432   -0 06 44.0
 DG2730;UTM  16      - 3,737,643.069   743,737.579   MT  1.00033244   +1 27 45.5
 DG2730
 DG2730                          SUPERSEDED SURVEY CONTROL
 DG2730
 DG2730  NAD 83(1986)-  33 45 03.09613(N)    084 22 07.21981(W) AD(       ) 4
 DG2730  NAD 27      -  33 45 02.71800(N)    084 22 07.50300(W) AD(       ) 3
 DG2730
 DG2730.Superseded values are not recommended for survey control.
 DG2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2730.See file dsdata.txt to determine how the superseded data were derived.
 DG2730
 DG2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4373837643(NAD 83)
 DG2730_MARKER: 63 = STACK
 DG2730
 DG2730  HISTORY     - Date     Condition        Report By
 DG2730  HISTORY     - 1918     FIRST OBSERVED   CGS
 DG2730
 DG2730                          STATION DESCRIPTION
 DG2730
 DG2730'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2747 ***********************************************************************
 DG2747  DESIGNATION -  ATLANTA TV STA WAGA MAST
 DG2747  PID         -  DG2747
 DG2747  STATE/COUNTY-  GA/DE KALB
 DG2747  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2747
 DG2747                         *CURRENT SURVEY CONTROL
 DG2747  ___________________________________________________________________
 DG2747* NAD 83(1994)-  33 47 48.26199(N)    084 20 00.54664(W)     ADJUSTED  
 DG2747* NAVD 88     -                                                        
 DG2747  ___________________________________________________________________
 DG2747  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DG2747  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2747
 DG2747  HORZ ORDER  -  THIRD
 DG2747
 DG2747.The horizontal coordinates were established by classical geodetic methods
 DG2747.and adjusted by the National Geodetic Survey in September 1997..
 DG2747
 DG2747
 DG2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2747
 DG2747.The geoid height was determined by GEOID03.
 DG2747
 DG2747;                    North         East     Units Scale Factor Converg.
 DG2747;SPC GA W     -   420,972.679   684,553.434   MT  0.99990294   -0 05 34.1
 DG2747;SPC GA W     - 1,381,141.20  2,245,905.72   sFT  0.99990294   -0 05 34.1
 DG2747;UTM  16      - 3,742,815.982   746,866.065   MT  1.00035136   +1 29 02.4
 DG2747
 DG2747                          SUPERSEDED SURVEY CONTROL
 DG2747
 DG2747  NAD 83(1986)-  33 47 48.26702(N)    084 20 00.54779(W) AD(       ) 4
 DG2747  NAD 27      -  33 47 47.89056(N)    084 20 00.82169(W) AD(       ) 3
 DG2747
 DG2747.Superseded values are not recommended for survey control.
 DG2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2747.See file dsdata.txt to determine how the superseded data were derived.
 DG2747
 DG2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4686642816(NAD 83)
 DG2747_MARKER: 42 = RADIO/TV MAST
 DG2747
 DG2747  HISTORY     - Date     Condition        Report By
 DG2747  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2747
 DG2747                          STATION DESCRIPTION
 DG2747
 DG2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2747'THE STATION IS THE POLE ANTENNA ATOP AND CENTER OF THE ATLANTA
 DG2747'TELEVISION STATION WAGA MAST, OWNED BY STORER BROADCASTING
 DG2747'COMPANY.  IT IS A STEEL TRUSS-WORK, GUYED MAST, PAINTED
 DG2747'ALTERNATELY RED AND WHITE AND IS APPROXIMATELY 1,100 FEET HIGH.
 DG2747'
 DG2747'STATION IS LOCATED IN THE EASTERN SECTION OF ATLANTA AT 1551
 DG2747'BRIARCLIFF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2745 ***********************************************************************
 DG2745  DESIGNATION -  ATLANTA TV STA WQXI MAST
 DG2745  PID         -  DG2745
 DG2745  STATE/COUNTY-  GA/DE KALB
 DG2745  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2745
 DG2745                         *CURRENT SURVEY CONTROL
 DG2745  ___________________________________________________________________
 DG2745* NAD 83(1994)-  33 45 23.88418(N)    084 19 54.72761(W)     ADJUSTED  
 DG2745* NAVD 88     -                                                        
 DG2745  ___________________________________________________________________
 DG2745  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DG2745  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG2745
 DG2745  HORZ ORDER  -  THIRD
 DG2745
 DG2745.The horizontal coordinates were established by classical geodetic methods
 DG2745.and adjusted by the National Geodetic Survey in September 1997..
 DG2745
 DG2745
 DG2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2745
 DG2745.The geoid height was determined by GEOID03.
 DG2745
 DG2745;                    North         East     Units Scale Factor Converg.
 DG2745;SPC GA W     -   416,524.500   684,695.974   MT  0.99990289   -0 05 30.5
 DG2745;SPC GA W     - 1,366,547.46  2,246,373.37   sFT  0.99990289   -0 05 30.5
 DG2745;UTM  16      - 3,738,371.410   747,131.006   MT  1.00035298   +1 29 00.0
 DG2745
 DG2745                          SUPERSEDED SURVEY CONTROL
 DG2745
 DG2745  NAD 83(1986)-  33 45 23.88616(N)    084 19 54.73281(W) AD(       ) 4
 DG2745  NAD 27      -  33 45 23.50732(N)    084 19 55.00675(W) AD(       ) 3
 DG2745
 DG2745.Superseded values are not recommended for survey control.
 DG2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2745.See file dsdata.txt to determine how the superseded data were derived.
 DG2745
 DG2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4713138371(NAD 83)
 DG2745_MARKER: 42 = RADIO/TV MAST
 DG2745
 DG2745  HISTORY     - Date     Condition        Report By
 DG2745  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2745
 DG2745                          STATION DESCRIPTION
 DG2745
 DG2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2745'THE STATION IS THE POLE ANTENNA ATOP AND CENTER OF ATLANTA
 DG2745'TELEVISION STATION WQXI MAST, OWNED BY PACIFIC AND SOUTHERN
 DG2745'INCORPORATED.  IT IS A STEEL TRUSS-WORK, GUYED MAST, PAINTED
 DG2745'ALTERNATELY RED AND WHITE AND IS APPROXIMATELY 1,042 FEET HIGH.
 DG2745'
 DG2745'STATION IS LOCATED IN ATLANTA AT 110 ARIZONA AVENUE, 140 FEET
 DG2745'WEST OF THE CENTERLINE OF ARIZONA AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2795 ***********************************************************************
 DG2795  DESIGNATION -  ATLANTA TV STA WTCG TOWER
 DG2795  PID         -  DG2795
 DG2795  STATE/COUNTY-  GA/FULTON
 DG2795  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2795
 DG2795                         *CURRENT SURVEY CONTROL
 DG2795  ___________________________________________________________________
 DG2795* NAD 83(1994)-  33 46 57.33141(N)    084 23 19.07779(W)     ADJUSTED  
 DG2795* NAVD 88     -                                                        
 DG2795  ___________________________________________________________________
 DG2795  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DG2795  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG2795
 DG2795  HORZ ORDER  -  THIRD
 DG2795
 DG2795.The horizontal coordinates were established by classical geodetic methods
 DG2795.and adjusted by the National Geodetic Survey in September 1997..
 DG2795
 DG2795
 DG2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2795
 DG2795.The geoid height was determined by GEOID03.
 DG2795
 DG2795;                    North         East     Units Scale Factor Converg.
 DG2795;SPC GA W     -   419,413.260   679,443.656   MT  0.99990521   -0 07 24.3
 DG2795;SPC GA W     - 1,376,025.00  2,229,141.39   sFT  0.99990521   -0 07 24.3
 DG2795;UTM  16      - 3,741,115.843   741,798.934   MT  1.00032083   +1 27 09.9
 DG2795
 DG2795                          SUPERSEDED SURVEY CONTROL
 DG2795
 DG2795  NAD 83(1986)-  33 46 57.33613(N)    084 23 19.07803(W) AD(       ) 4
 DG2795  NAD 27      -  33 46 56.95870(N)    084 23 19.33931(W) AD(       ) 3
 DG2795
 DG2795.Superseded values are not recommended for survey control.
 DG2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2795.See file dsdata.txt to determine how the superseded data were derived.
 DG2795
 DG2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4179941116(NAD 83)
 DG2795_MARKER: 43 = RADIO/TV TOWER
 DG2795
 DG2795  HISTORY     - Date     Condition        Report By
 DG2795  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2795
 DG2795                          STATION DESCRIPTION
 DG2795
 DG2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2795'THE STATION IS THE POLE ANTENNA ATOP AND CENTER OF THE ATLANTA
 DG2795'TELEVISION STATION WTCG, OWNED BY TURNER COMMUNICATIONS
 DG2795'CORPORATION.  IT IS A THREE LEGGED, SKELETON STEEL STRUCTURE,
 DG2795'PAINTED ALTERNATELY RED AND WHITE AND IS APPROXIMATELY 1,081
 DG2795'FEET HIGH.
 DG2795'
 DG2795'STATION IS LOCATED IN THE NORTH SECTION OF ATLANTA, 1.0 MILE
 DG2795'SOUTH OF THE JUNCTION OF INTERSTATES 75 AND 85, 0.1 MILE EAST
 DG2795'OF INTERSTATE 75, BETWEEN SPRING STREET AND WEST PEACHTREE STREET,
 DG2795'AT 1018 WEST PEACHTREE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9144 ***********************************************************************
 DE9144  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9144  DESIGNATION -  ATLANTA WAAS 4 CORS ARP
 DE9144  CORS_ID     -  ZTL4
 DE9144  PID         -  DE9144
 DE9144  STATE/COUNTY-  GA/HENRY
 DE9144  USGS QUAD   -  HAMPTON (1982)
 DE9144
 DE9144                         *CURRENT SURVEY CONTROL
 DE9144  ___________________________________________________________________
 DE9144* NAD 83(CORS)-  33 22 46.85546(N)    084 17 48.18993(W)     ADJUSTED  
 DE9144* NAVD 88     -                                                        
 DE9144  ___________________________________________________________________
 DE9144  EPOCH DATE  -        2002.00
 DE9144  X           -     529,841.128 (meters)                     COMP
 DE9144  Y           -  -5,305,249.905 (meters)                     COMP
 DE9144  Z           -   3,489,342.750 (meters)                     COMP
 DE9144  ELLIP HEIGHT-         262.05  (meters)          (12/??/02) GPS OBS
 DE9144  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DE9144
 DE9144  HORZ ORDER  -  SPECIAL (CORS)
 DE9144  ELLP ORDER  -  SPECIAL (CORS)
 DE9144
 DE9144.ITRF positions are available for this station.
 DE9144.The coordinates were established by GPS observations
 DE9144.and adjusted by the National Geodetic Survey in December 2002..
 DE9144.The coordinates are valid at the epoch date displayed above.
 DE9144.The epoch date for horizontal control is a decimal equivalence
 DE9144.of Year/Month/Day.
 DE9144
 DE9144
 DE9144.The PID for the CORS L1 Phase Center is DF8959.
 DE9144
 DE9144.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9144
 DE9144.The ellipsoidal height was determined by GPS observations
 DE9144.and is referenced to NAD 83.
 DE9144
 DE9144.The geoid height was determined by GEOID03.
 DE9144
 DE9144;                    North         East     Units Scale Factor Converg.
 DE9144;SPC GA W     -   374,714.446   687,899.681   MT  0.99990180   -0 04 17.6
 DE9144;SPC GA W     - 1,229,375.64  2,256,884.20   sFT  0.99990180   -0 04 17.6
 DE9144
 DE9144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9144!SPC GA W     -   0.99995886  x   0.99990180  =   0.99986067
 DE9144
 DE9144                          SUPERSEDED SURVEY CONTROL
 DE9144
 DE9144.No superseded survey control is available for this station.
 DE9144
 DE9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5147996645(NAD 83)
 DE9144_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9144
 DE9144                          STATION DESCRIPTION
 DE9144
 DE9144'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE9144'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9144'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9144'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9144'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9144'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8959 ***********************************************************************
 DF8959  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8959  DESIGNATION -  ATLANTA WAAS 4 CORS L1 PHASE CENTER
 DF8959  CORS_ID     -  ZTL4
 DF8959  PID         -  DF8959
 DF8959  STATE/COUNTY-  GA/HENRY
 DF8959  USGS QUAD   -  HAMPTON (1982)
 DF8959
 DF8959                         *CURRENT SURVEY CONTROL
 DF8959  ___________________________________________________________________
 DF8959* NAD 83(CORS)-  33 22 46.85539(N)    084 17 48.18993(W)     ADJUSTED  
 DF8959* NAVD 88     -                                                        
 DF8959  ___________________________________________________________________
 DF8959  EPOCH DATE  -        2002.00
 DF8959  X           -     529,841.161 (meters)                     COMP
 DF8959  Y           -  -5,305,250.231 (meters)                     COMP
 DF8959  Z           -   3,489,342.962 (meters)                     COMP
 DF8959  ELLIP HEIGHT-         262.44  (meters)          (12/??/02) GPS OBS
 DF8959  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DF8959
 DF8959  HORZ ORDER  -  SPECIAL (CORS)
 DF8959  ELLP ORDER  -  SPECIAL (CORS)
 DF8959
 DF8959.ITRF positions are available for this station.
 DF8959.The coordinates were established by GPS observations
 DF8959.and adjusted by the National Geodetic Survey in December 2002..
 DF8959.The coordinates are valid at the epoch date displayed above.
 DF8959.The epoch date for horizontal control is a decimal equivalence
 DF8959.of Year/Month/Day.
 DF8959
 DF8959
 DF8959.The PID for the CORS ARP is DE9144.
 DF8959
 DF8959.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8959
 DF8959.The ellipsoidal height was determined by GPS observations
 DF8959.and is referenced to NAD 83.
 DF8959
 DF8959.The geoid height was determined by GEOID03.
 DF8959
 DF8959;                    North         East     Units Scale Factor Converg.
 DF8959;SPC GA W     -   374,714.443   687,899.681   MT  0.99990180   -0 04 17.6
 DF8959;SPC GA W     - 1,229,375.64  2,256,884.20   sFT  0.99990180   -0 04 17.6
 DF8959
 DF8959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8959!SPC GA W     -   0.99995880  x   0.99990180  =   0.99986060
 DF8959
 DF8959                          SUPERSEDED SURVEY CONTROL
 DF8959
 DF8959.No superseded survey control is available for this station.
 DF8959
 DF8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5147996645(NAD 83)
 DF8959_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8959
 DF8959                          STATION DESCRIPTION
 DF8959
 DF8959'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8959'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8959'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8959'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8959'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8959'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1228 ***********************************************************************
 BR1228  DESIGNATION -  ATLANTIC COAST LINES RR TANK
 BR1228  PID         -  BR1228
 BR1228  STATE/COUNTY-  GA/BRYAN
 BR1228  USGS QUAD   -  RICHMOND HILL (1997)
 BR1228
 BR1228                         *CURRENT SURVEY CONTROL
 BR1228  ___________________________________________________________________
 BR1228* NAD 83(1994)-  31 57 09.94004(N)    081 17 25.30844(W)     ADJUSTED  
 BR1228* NAVD 88     -                                                        
 BR1228  ___________________________________________________________________
 BR1228  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BR1228  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR1228
 BR1228  HORZ ORDER  -  THIRD
 BR1228
 BR1228.The horizontal coordinates were established by classical geodetic methods
 BR1228.and adjusted by the National Geodetic Survey in September 1997..
 BR1228
 BR1228
 BR1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1228
 BR1228.The geoid height was determined by GEOID03.
 BR1228
 BR1228;                    North         East     Units Scale Factor Converg.
 BR1228;SPC GA E     -   216,814.511   282,840.217   MT  0.99998461   +0 27 49.6
 BR1228;SPC GA E     -   711,332.27    927,951.61   sFT  0.99998461   +0 27 49.6
 BR1228;UTM  17      - 3,535,236.437   472,559.515   MT  0.99960929   -0 09 13.2
 BR1228
 BR1228                          SUPERSEDED SURVEY CONTROL
 BR1228
 BR1228  NAD 83(1986)-  31 57 09.95298(N)    081 17 25.31843(W) AD(       ) 4
 BR1228  NAD 27      -  31 57 09.19100(N)    081 17 25.92400(W) AD(       ) 3
 BR1228
 BR1228.Superseded values are not recommended for survey control.
 BR1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1228.See file dsdata.txt to determine how the superseded data were derived.
 BR1228
 BR1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7256035236(NAD 83)
 BR1228_MARKER: 51 = TANK
 BR1228
 BR1228  HISTORY     - Date     Condition        Report By
 BR1228  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1228  HISTORY     - 20040911 MARK NOT FOUND   USPSQD
 BR1228
 BR1228                          STATION DESCRIPTION
 BR1228
 BR1228'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0709 ***********************************************************************
 BE0709  DESIGNATION -  ATTAPULGUS
 BE0709  PID         -  BE0709
 BE0709  STATE/COUNTY-  GA/DECATUR
 BE0709  USGS QUAD   -  HAVANA NORTH (1982)
 BE0709
 BE0709                         *CURRENT SURVEY CONTROL
 BE0709  ___________________________________________________________________
 BE0709* NAD 83(1994)-  30 44 54.92220(N)    084 28 59.35801(W)     ADJUSTED  
 BE0709* NAVD 88     -        96.940  (meters)     318.04   (feet)  ADJUSTED  
 BE0709  ___________________________________________________________________
 BE0709  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BE0709  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0709  DYNAMIC HT  -          96.815 (meters)     317.63  (feet)  COMP
 BE0709  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BE0709
 BE0709  HORZ ORDER  -  FIRST
 BE0709  VERT ORDER  -  FIRST     CLASS I
 BE0709
 BE0709.The horizontal coordinates were established by classical geodetic methods
 BE0709.and adjusted by the National Geodetic Survey in September 1997..
 BE0709
 BE0709.The orthometric height was determined by differential leveling
 BE0709.and adjusted by the National Geodetic Survey in June 1991..
 BE0709
 BE0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE0709
 BE0709.The geoid height was determined by GEOID03.
 BE0709
 BE0709.The dynamic height is computed by dividing the NAVD 88
 BE0709.geopotential number by the normal gravity value computed on the
 BE0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0709.degrees latitude (g = 980.6199 gals.).
 BE0709
 BE0709.The modeled gravity was interpolated from observed gravity values.
 BE0709
 BE0709;                    North         East     Units Scale Factor Converg.
 BE0709;SPC GA W     -    83,022.211   669,697.963   MT  0.99991132   -0 09 42.5
 BE0709;SPC GA W     -   272,382.04  2,197,167.40   sFT  0.99991132   -0 09 42.5
 BE0709;SPC FL N     -   193,831.899   601,612.974   MT  0.99999975   +0 00 30.5
 BE0709;SPC FL N     -   635,930.16  1,973,791.90   sFT  0.99999975   +0 00 30.5
 BE0709;UTM  16      - 3,404,446.558   740,938.580   MT  1.00031617   +1 17 14.7
 BE0709
 BE0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE0709!SPC GA W     -   0.99998913  x   0.99991132  =   0.99990045
 BE0709!SPC FL N     -   0.99998913  x   0.99999975  =   0.99998888
 BE0709!UTM  16      -   0.99998913  x   1.00031617  =   1.00030529
 BE0709
 BE0709:                Primary Azimuth Mark                     Grid Az
 BE0709:SPC GA W     -  CLIMAX GA LIGHT AND POWER TANK           020 03 38.2
 BE0709:SPC FL N     -  CLIMAX GA LIGHT AND POWER TANK           019 53 25.2
 BE0709:UTM  16      -  CLIMAX GA LIGHT AND POWER TANK           018 36 41.0
 BE0709
 BE0709|---------------------------------------------------------------------|
 BE0709| PID    Reference Object                     Distance      Geod. Az  |
 BE0709|                                                           dddmmss.s |
 BE0709| BE3294 CLIMAX GA LIGHT AND POWER TANK      APPROX.15.0 KM 0195355.7 |
 BE0709| BE3247 ATTAPULGUS AM SUMATRA RED TANK      APPROX. 5.4 KM 1143716.4 |
 BE0709| BE3252 HINSON AM SUMATRA TALLEST TANK      APPROX.13.0 KM 1504024.2 |
 BE0709| BE3254 HAVANA MUNICIPAL TANK               APPROX.14.9 KM 1533810.9 |
 BE0709| BE3251 JAMIESON MUNICIPAL TANK             APPROX.10.0 KM 1615811.2 |
 BE0709| CW1759 ATTAPULGUS RM 1                      35.582 METERS 17030     |
 BE0709| CW1758 ATTAPULGUS AZ MK                                   1711612.3 |
 BE0709| BE3454 QUINCY HIGH WATER TANK              APPROX.19.5 KM 2062759.2 |
 BE0709| BE3452 QUINCY GADSDEN CTHSE CUP POLE       APPROX.19.9 KM 2064604.3 |
 BE0709| BE3450 QUINCY LOW WATER TANK               APPROX.20.0 KM 2070650.0 |
 BE0709| BE3250 ATTAPULGUS BELL MERC TANK           266.163 METERS 26913     |
 BE0709| BE0795 ATTAPULGUS RM 2                      35.811 METERS 27344     |
 BE0709|---------------------------------------------------------------------|
 BE0709
 BE0709                          SUPERSEDED SURVEY CONTROL
 BE0709
 BE0709  NAD 83(1986)-  30 44 54.92922(N)    084 28 59.36347(W) AD(       ) 1
 BE0709  NAD 27      -  30 44 54.23600(N)    084 28 59.68400(W) AD(       ) 1
 BE0709  NGVD 29 (??/??/92)   97.065  (m)          318.45   (f) ADJ UNCH    1 1
 BE0709
 BE0709.Superseded values are not recommended for survey control.
 BE0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0709.See file dsdata.txt to determine how the superseded data were derived.
 BE0709
 BE0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4093904447(NAD 83)
 BE0709_MARKER: DS = TRIANGULATION STATION DISK
 BE0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0709_STAMPING: ATTAPULGUS 1933
 BE0709_MARK LOGO: CGS   
 BE0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0709+STABILITY: SURFACE MOTION
 BE0709
 BE0709  HISTORY     - Date     Condition        Report By
 BE0709  HISTORY     - 1933     MONUMENTED       CGS
 BE0709  HISTORY     - 1954     GOOD             USGS
 BE0709  HISTORY     - 1958     GOOD             NGS
 BE0709  HISTORY     - 1963     GOOD             NGS
 BE0709  HISTORY     - 1973     GOOD             NGS
 BE0709  HISTORY     - 19960424 GOOD             NGS
 BE0709
 BE0709                          STATION DESCRIPTION
 BE0709
 BE0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 BE0709'THIS STATION IS IN THE VILLAGE OF ATTAPULGUS, ABOUT 40 PACES S OF
 BE0709'STATE HIGHWAY 1, ON THE E SIDE OF A VACANT LOT OWNED BY M.C.
 BE0709'WILLIAMS, THE POSTMASTER.  THE MARK IS 75 FEET N OF A 20-INCH PECAN
 BE0709'TREE, 50 FEET WSW OF A 20-INCH PECAN TREE, AND 134 FEET SE OF THE SE
 BE0709'CORNER OF A BRICK STORE BUILDING OWNED BY LITTLE DONALDSON AND
 BE0709'OCCUPIED BY A UNIT OF SUWANNEE STORES, INCORPORATED.  THE TWO PECAN
 BE0709'TREES ARE JUST E OF A FENCE AND ARE THE SOUTHERNMOST TWO OF A LINE OF
 BE0709'THREE.  THE MARK IS FLUSH WITH THE GROUND SURFACE.
 BE0709'
 BE0709'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BE0709'BRONZE DISKS SET IN CONCRETE.
 BE0709'
 BE0709'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 1 FOOT W OF A FENCE AND
 BE0709'49 FEET SW OF THE SOUTHERN ONE OF THE TWO PECAN TREES MENTIONED
 BE0709'ABOVE.  THE MARK PROJECTS 6 INCHES.
 BE0709'
 BE0709'REFERENCE MARK NO. 2 IS WNW OF THE STATION, AT THE SE CORNER OF A
 BE0709'GALVANIZED-IRON BUILDING, 57.5 FEET S OF THE SE CORNER OF THE
 BE0709'BRICK BUILDING MENTIONED ABOVE.  THE MARK PROJECTS 6 INCHES.
 BE0709'
 BE0709'THE AZIMUTH MARK IS SSW OF THE STATION, 16 FEET W OF THE CENTER
 BE0709'LINE OF THE ROAD, 61 FEET N OF A FENCE CORNER AND 95 FEET N OF A
 BE0709'30-INCH OAK TREE IN FRONT OF THE HOUSE OCCUPIED BY MRS. J.H. COOK.
 BE0709'THE MARK PROJECTS 6 INCHES.
 BE0709'
 BE0709'TO REACH THE STATION FOLLOW STATE HIGHWAY 1 TO THE VILLAGE OF
 BE0709'ATTAPULGUS AND THE STATION AS DESCRIBED ABOVE.
 BE0709'
 BE0709'HEIGHT OF TOWER USED WAS 116 FEET.
 BE0709
 BE0709                          STATION RECOVERY (1954)
 BE0709
 BE0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BE0709'STATION RECOVERED IN GOOD CONDITION.
 BE0709'
 BE0709'REFERENCE MARK 1 IS DESTROYED.
 BE0709'
 BE0709'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION BUT NOT VISIBLE FROM
 BE0709'STATION.
 BE0709'
 BE0709'NEITHER AZIMUTH MARK WAS FOUND.
 BE0709'
 BE0709'THIS STATION IS IN THE VILLAGE OF ATTAPULGUS, 137 FEET S OF U.S.
 BE0709'HIGHWAY 27 AND 16 FEET W OF A NS ROAD WHICH IS ONE BLOCK E OF GEORGIA
 BE0709'HIGHWAY 241, 8 FEET S AND 24 FEET E OF THE SE CORNER OF A ONE STORY
 BE0709'HOUSE, IN A CONCRETE POST FLUSH WITH THE GROUND, A STANDARD C AND
 BE0709'GS TABLET STAMPED ATTAPULGUS 1933.
 BE0709
 BE0709                          STATION RECOVERY (1958)
 BE0709
 BE0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BE0709'AT ATTAPULGUS.
 BE0709'AT THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 241 AT
 BE0709'ATTAPULGUS, 138 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 27,
 BE0709'223 FEET EAST OF THE CENTER LINE OF HIGHWAY 241, 15 FEET WEST
 BE0709'OF THE CENTER LINE OF A NARROW BLACK TOP STREET, 4.6 FEET WEST
 BE0709'OF A WIRE FENCE, 117 1/2 FEET EAST OF REFERENCE MARK 2, 23 FEET
 BE0709'SOUTHEAST OF SOUTHEAST CORNER OF A DWELLING HOUSE, 5 FEET WEST
 BE0709'OF A CONCRETE WITNESS POST, A TRIANGULATION STATION DISK SET IN
 BE0709'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BE0709
 BE0709                          STATION RECOVERY (1963)
 BE0709
 BE0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BE0709'RECOVERED IN GOOD CONDITION.
 BE0709
 BE0709                          STATION RECOVERY (1973)
 BE0709
 BE0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 BE0709'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION AS
 BE0709'DESCRIBED, REFERENCE MARK 1 HAS BEEN DESTROYED, THE AZIMUTH MARK WAS
 BE0709'SEARCHED FOR BUT NOT FOUND.  REFERENCE MARKS 3 AND 4 WERE
 BE0709'ESTABLISHED AT THIS TIME.
 BE0709'
 BE0709'DUE TO THE LOCATION OF THE STATION, IT COULDNT BE OCCUPIED AT THIS
 BE0709'TIME.  THE TOWER WAS ERECTED OVER REFERENCE MARK 3 AND A TRAVERSE
 BE0709'CONNECTION MADE TO THE STATION.
 BE0709'
 BE0709'SEE THE DESCRIPTION FOR ATTAPULGUS 1933 RM 3 FOR ADDITIONAL
 BE0709'INFORMATION.
 BE0709
 BE0709                          STATION RECOVERY (1996)
 BE0709
 BE0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BE0709'RECOVERED IN GOOD CONDITION.  TIES TO FENCE, HOUSE AND WITNESS POST NO
 BE0709'LONGER APPLY.  AT THE SOUTH END OF A HEDGEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3247 ***********************************************************************
 BE3247  DESIGNATION -  ATTAPULGUS AM SUMATRA RED TANK
 BE3247  PID         -  BE3247
 BE3247  STATE/COUNTY-  GA/DECATUR
 BE3247  USGS QUAD   -  HAVANA NORTH (1982)
 BE3247
 BE3247                         *CURRENT SURVEY CONTROL
 BE3247  ___________________________________________________________________
 BE3247* NAD 83(1994)-  30 43 41.46561(N)    084 25 53.90894(W)     ADJUSTED  
 BE3247* NAVD 88     -                                                        
 BE3247  ___________________________________________________________________
 BE3247  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BE3247  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3247
 BE3247  HORZ ORDER  -  THIRD
 BE3247
 BE3247.The horizontal coordinates were established by classical geodetic methods
 BE3247.and adjusted by the National Geodetic Survey in September 1997..
 BE3247
 BE3247
 BE3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3247
 BE3247.The geoid height was determined by GEOID03.
 BE3247
 BE3247;                    North         East     Units Scale Factor Converg.
 BE3247;SPC GA W     -    80,747.473   674,624.785   MT  0.99990794   -0 08 07.4
 BE3247;SPC GA W     -   264,919.00  2,213,331.48   sFT  0.99990794   -0 08 07.4
 BE3247;SPC FL N     -   191,571.590   606,546.960   MT  0.99999621   +0 02 03.7
 BE3247;SPC FL N     -   628,514.46  1,989,979.48   sFT  0.99999621   +0 02 03.7
 BE3247;UTM  16      - 3,402,296.211   745,923.442   MT  1.00034612   +1 18 46.8
 BE3247
 BE3247                          SUPERSEDED SURVEY CONTROL
 BE3247
 BE3247  NAD 83(1986)-  30 43 41.47246(N)    084 25 53.91387(W) AD(       ) 4
 BE3247  NAD 27      -  30 43 40.77700(N)    084 25 54.24100(W) AD(       ) 3
 BE3247
 BE3247.Superseded values are not recommended for survey control.
 BE3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3247.See file dsdata.txt to determine how the superseded data were derived.
 BE3247
 BE3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4592302296(NAD 83)
 BE3247_MARKER: 51 = TANK
 BE3247
 BE3247  HISTORY     - Date     Condition        Report By
 BE3247  HISTORY     - 1933     FIRST OBSERVED   CGS
 BE3247
 BE3247                          STATION DESCRIPTION
 BE3247
 BE3247'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3256 ***********************************************************************
 BE3256  DESIGNATION -  ATTAPULGUS MUN TANK
 BE3256  PID         -  BE3256
 BE3256  STATE/COUNTY-  GA/DECATUR
 BE3256  USGS QUAD   -  HAVANA NORTH (1982)
 BE3256
 BE3256                         *CURRENT SURVEY CONTROL
 BE3256  ___________________________________________________________________
 BE3256* NAD 83(1994)-  30 44 58.39358(N)    084 29 01.45443(W)     ADJUSTED  
 BE3256* NAVD 88     -                                                        
 BE3256  ___________________________________________________________________
 BE3256  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BE3256  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE3256
 BE3256  HORZ ORDER  -  THIRD
 BE3256
 BE3256.The horizontal coordinates were established by classical geodetic methods
 BE3256.and adjusted by the National Geodetic Survey in September 1997..
 BE3256
 BE3256
 BE3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3256
 BE3256.The geoid height was determined by GEOID03.
 BE3256
 BE3256;                    North         East     Units Scale Factor Converg.
 BE3256;SPC GA W     -    83,129.263   669,642.510   MT  0.99991136   -0 09 43.6
 BE3256;SPC GA W     -   272,733.26  2,196,985.47   sFT  0.99991136   -0 09 43.6
 BE3256;SPC FL N     -   193,938.795   601,557.197   MT  0.99999992   +0 00 29.4
 BE3256;SPC FL N     -   636,280.86  1,973,608.90   sFT  0.99999992   +0 00 29.4
 BE3256;UTM  16      - 3,404,552.216   740,880.414   MT  1.00031582   +1 17 13.7
 BE3256
 BE3256                          SUPERSEDED SURVEY CONTROL
 BE3256
 BE3256  NAD 83(1986)-  30 44 58.40063(N)    084 29 01.45995(W) AD(       ) 4
 BE3256  NAD 27      -  30 44 57.70763(N)    084 29 01.78148(W) AD(       ) 3
 BE3256
 BE3256.Superseded values are not recommended for survey control.
 BE3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3256.See file dsdata.txt to determine how the superseded data were derived.
 BE3256
 BE3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4088004552(NAD 83)
 BE3256_MARKER: 53 = ELEVATED TANK
 BE3256
 BE3256  HISTORY     - Date     Condition        Report By
 BE3256  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3256
 BE3256                          STATION DESCRIPTION
 BE3256
 BE3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3256'THE STATION IS THE APEX OF VENT AT TOP CENTER OF THE ATTAPULGUS
 BE3256'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY, CONICAL
 BE3256'TOP AND HEMISPHERICAL BOTTOM.  IT IS SUPPORTED BY FOUR I-BEAM
 BE3256'STEEL LEGS.  THE TANK IS PAINTED SILVER AND IS APPROXIMATELY 125
 BE3256'FEET HIGH.
 BE3256'
 BE3256'STATION IS LOCATED IN THE CENTER OF THE SMALL TOWN OF ATTAPULGUS,
 BE3256'0.05 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 BE3256'HIGHWAY 241, 97 FEET EAST OF THE CENTER OF A PAVED STREET AND AT
 BE3256'THE NORTHEAST CORNER OF THE FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0795 ***********************************************************************
 BE0795  DESIGNATION -  ATTAPULGUS RM 2
 BE0795  PID         -  BE0795
 BE0795  STATE/COUNTY-  GA/DECATUR
 BE0795  USGS QUAD   -  HAVANA NORTH (1982)
 BE0795
 BE0795                         *CURRENT SURVEY CONTROL
 BE0795  ___________________________________________________________________
 BE0795* NAD 83(1986)-  30 44 54.     (N)    084 29 02.     (W)     SCALED    
 BE0795* NAVD 88     -        97.033  (meters)     318.35   (feet)  ADJUSTED  
 BE0795  ___________________________________________________________________
 BE0795  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE0795  DYNAMIC HT  -          96.908 (meters)     317.94  (feet)  COMP
 BE0795  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BE0795
 BE0795  VERT ORDER  -  FIRST     CLASS I
 BE0795
 BE0795.The horizontal coordinates were scaled from a topographic map and have
 BE0795.an estimated accuracy of +/- 6 seconds.
 BE0795
 BE0795.The orthometric height was determined by differential leveling
 BE0795.and adjusted by the National Geodetic Survey in June 1991..
 BE0795.WARNING-Repeat measurements at this control monument indicate possible
 BE0795.vertical movement.
 BE0795
 BE0795.The geoid height was determined by GEOID03.
 BE0795
 BE0795.The dynamic height is computed by dividing the NAVD 88
 BE0795.geopotential number by the normal gravity value computed on the
 BE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0795.degrees latitude (g = 980.6199 gals.).
 BE0795
 BE0795.The modeled gravity was interpolated from observed gravity values.
 BE0795
 BE0795;                    North         East    Units  Estimated Accuracy
 BE0795;SPC GA W     -    82,990.      669,630.      MT  (+/- 180 meters Scaled)
 BE0795
 BE0795                          SUPERSEDED SURVEY CONTROL
 BE0795
 BE0795  NGVD 29 (??/??/92)   97.163  (m)          318.78   (f) ADJ UNCH    1 1
 BE0795
 BE0795.Superseded values are not recommended for survey control.
 BE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0795.See file dsdata.txt to determine how the superseded data were derived.
 BE0795
 BE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV408044(NAD 83)
 BE0795_MARKER: DR = REFERENCE MARK DISK
 BE0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0795_STAMPING: ATTAPULGUS NO 2 1933
 BE0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0795+STABILITY: SURFACE MOTION
 BE0795
 BE0795  HISTORY     - Date     Condition        Report By
 BE0795  HISTORY     - 1933     MONUMENTED       CGS
 BE0795  HISTORY     - 1958     GOOD             NGS
 BE0795  HISTORY     - 1963     GOOD             NGS
 BE0795  HISTORY     - 19960424 GOOD             NGS
 BE0795
 BE0795                          STATION DESCRIPTION
 BE0795
 BE0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0795'AT ATTAPULGUS.
 BE0795'AT THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 241 AT
 BE0795'ATTAPULGUS, 133 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 27,
 BE0795'109 FEET EAST OF THE CENTER LINE OF HIGHWAY 241, 1 1/2 FEET
 BE0795'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN COVERED STORE
 BE0795'BUILDING, 57 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK
 BE0795'STORE BUILDING, 117 1/2 FEET WEST OF TRIANGULATION STATION
 BE0795'ATTAPULGUS, ABOUT LEVEL WITH HIGHWAY 27, AT TRIANGULATION
 BE0795'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0795'6 INCHES.
 BE0795
 BE0795                          STATION RECOVERY (1963)
 BE0795
 BE0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BE0795'RECOVERED IN GOOD CONDITION.
 BE0795
 BE0795                          STATION RECOVERY (1996)
 BE0795
 BE0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BE0795'2 FT (0.6 M) SOUTH OF SOUTH LINE OF A BUILDING WITH GALVANIZED SIDING
 BE0795'(UNITED STEELWORKERS OF AMERICA) , AT FORMER SE OR BACK RIGHT CORNER
 BE0795'WHERE A CINDER BLOCK ADDITION NOW JOINS THE ORIGINAL BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1675 ***********************************************************************
 BE1675  DESIGNATION -  ATTAPULGUS RM 3
 BE1675  PID         -  BE1675
 BE1675  STATE/COUNTY-  GA/DECATUR
 BE1675  USGS QUAD   -  HAVANA NORTH (1982)
 BE1675
 BE1675                         *CURRENT SURVEY CONTROL
 BE1675  ___________________________________________________________________
 BE1675* NAD 83(1986)-  30 44 58.     (N)    084 29 02.     (W)     SCALED    
 BE1675* NAVD 88     -        96.641  (meters)     317.06   (feet)  ADJUSTED  
 BE1675  ___________________________________________________________________
 BE1675  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE1675  DYNAMIC HT  -          96.517 (meters)     316.66  (feet)  COMP
 BE1675  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 BE1675
 BE1675  VERT ORDER  -  FIRST     CLASS I
 BE1675
 BE1675.The horizontal coordinates were scaled from a topographic map and have
 BE1675.an estimated accuracy of +/- 6 seconds.
 BE1675
 BE1675.The orthometric height was determined by differential leveling
 BE1675.and adjusted by the National Geodetic Survey in June 1991..
 BE1675
 BE1675.The geoid height was determined by GEOID03.
 BE1675
 BE1675.The dynamic height is computed by dividing the NAVD 88
 BE1675.geopotential number by the normal gravity value computed on the
 BE1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1675.degrees latitude (g = 980.6199 gals.).
 BE1675
 BE1675.The modeled gravity was interpolated from observed gravity values.
 BE1675
 BE1675;                    North         East    Units  Estimated Accuracy
 BE1675;SPC GA W     -    83,120.      669,630.      MT  (+/- 180 meters Scaled)
 BE1675
 BE1675                          SUPERSEDED SURVEY CONTROL
 BE1675
 BE1675  NGVD 29 (??/??/92)   96.77   (m)          317.5    (f) COMPUTED    1 1
 BE1675
 BE1675.Superseded values are not recommended for survey control.
 BE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1675.See file dsdata.txt to determine how the superseded data were derived.
 BE1675
 BE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV408045(NAD 83)
 BE1675_MARKER: DR = REFERENCE MARK DISK
 BE1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1675+STABILITY: SURFACE MOTION
 BE1675
 BE1675  HISTORY     - Date     Condition        Report By
 BE1675  HISTORY     - 1973     MONUMENTED       NGS
 BE1675
 BE1675                          STATION DESCRIPTION
 BE1675
 BE1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BE1675'AT ATTAPULGUS.
 BE1675'ATTAPULGUS NO 3 1933 1973
 BE1675'AT ATTAPULGUS, AT THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 BE1675'HIGHWAY 241, 187 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 BE1675'27, 126 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 241, 114.3
 BE1675'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK STORE BUILDING,
 BE1675'59.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL COVERED
 BE1675'STORE BUILDING, 112.5 FEET WEST OF ATTAPULGUS 1933, 57.8 FEET
 BE1675'SOUTHEAST OF ATTAPULGUS RM 2, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BE1675'STATE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST THAT IS
 BE1675'1 INCH BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3257 ***********************************************************************
 BE3257  DESIGNATION -  ATTAPULGUS RM 3
 BE3257  PID         -  BE3257
 BE3257  STATE/COUNTY-  GA/DECATUR
 BE3257  USGS QUAD   -  HAVANA NORTH (1982)
 BE3257
 BE3257                         *CURRENT SURVEY CONTROL
 BE3257  ___________________________________________________________________
 BE3257* NAD 83(1994)-  30 44 54.44384(N)    084 29 00.52184(W)     ADJUSTED  
 BE3257* NAVD 88     -        96.3    (meters)     316.     (feet)  VERTCON   
 BE3257  ___________________________________________________________________
 BE3257  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BE3257  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE3257
 BE3257  HORZ ORDER  -  FIRST
 BE3257
 BE3257.The horizontal coordinates were established by classical geodetic methods
 BE3257.and adjusted by the National Geodetic Survey in September 1997..
 BE3257
 BE3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3257
 BE3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3257
 BE3257.The geoid height was determined by GEOID03.
 BE3257
 BE3257;                    North         East     Units Scale Factor Converg.
 BE3257;SPC GA W     -    83,007.568   669,666.969   MT  0.99991135   -0 09 43.1
 BE3257;SPC GA W     -   272,334.00  2,197,065.71   sFT  0.99991135   -0 09 43.1
 BE3257;SPC FL N     -   193,817.162   601,582.020   MT  0.99999973   +0 00 29.9
 BE3257;SPC FL N     -   635,881.81  1,973,690.34   sFT  0.99999973   +0 00 29.9
 BE3257;UTM  16      - 3,404,431.130   740,907.954   MT  1.00031599   +1 17 14.1
 BE3257
 BE3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3257!SPC GA W     -   0.99998923  x   0.99991135  =   0.99990058
 BE3257!SPC FL N     -   0.99998923  x   0.99999973  =   0.99998896
 BE3257!UTM  16      -   0.99998923  x   1.00031599  =   1.00030522
 BE3257
 BE3257|---------------------------------------------------------------------|
 BE3257| PID    Reference Object                     Distance      Geod. Az  |
 BE3257|                                                           dddmmss.s |
 BE3257| BE0709 ATTAPULGUS                           34.282 METERS 06433     |
 BE3257| CW1760 ATTAPULGUS RM 4                                    2110113.9 |
 BE3257| BE0795 ATTAPULGUS RM 2                      17.698 METERS 34422     |
 BE3257| BE3256 ATTAPULGUS MUN TANK                 124.139 METERS 34828     |
 BE3257|---------------------------------------------------------------------|
 BE3257
 BE3257                          SUPERSEDED SURVEY CONTROL
 BE3257
 BE3257  NAD 83(1986)-  30 44 54.45085(N)    084 29 00.52735(W) AD(       ) 1
 BE3257  NAD 27      -  30 44 53.75763(N)    084 29 00.84782(W) AD(       ) 1
 BE3257  NGVD 29 (07/19/86)   96.4    (m)          316.     (f) VERT ANG       
 BE3257
 BE3257.Superseded values are not recommended for survey control.
 BE3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3257.See file dsdata.txt to determine how the superseded data were derived.
 BE3257
 BE3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4090804431(NAD 83)
 BE3257_MARKER: DR = REFERENCE MARK DISK
 BE3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3257
 BE3257  HISTORY     - Date     Condition        Report By
 BE3257  HISTORY     - 1973     MONUMENTED       NGS
 BE3257
 BE3257                          STATION DESCRIPTION
 BE3257
 BE3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 BE3257'NO MEASUREMENT BETWEEN REFERENCE MARK 2 AND ATTAPULGUS 1933 DUE
 BE3257'TO A HOUSE ON LINE.
 BE3257'
 BE3257'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF BAINBRIDGE, 4
 BE3257'MILES NORTH OF THE FLORIDA-GEORGIA STATE LINE, IN THE SMALL
 BE3257'SETTLEMENT OF ATTAPULGUS AND ON THE PROPERTY OF MR. CLAYTON KELLY.
 BE3257'
 BE3257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BE3257'U.S. HIGHWAY 27 IN THE SOUTH PART OF BAINBRIDGE, GO SOUTH ON
 BE3257'U.S. HIGHWAY 27 FOR 11.65 MILES TO THE JUNCTION OF STATE HIGHWAY
 BE3257'241 IN THE SMALL SETTLEMENT OF ATTAPULGUS.  TURN RIGHT AND GO
 BE3257'SOUTH ON STATE HIGHWAY 241 FOR ABOUT 100 FEET TO A GRAVELED
 BE3257'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST FOR ABOUT 150 FEET
 BE3257'TO THE STATION ON THE RIGHT.
 BE3257'
 BE3257'TO REACH THE REFERENCE MARK 4 FROM THE STATION, GO SOUTH ON
 BE3257'STATE HIGHWAY 241 FOR 0.2 MILE TO A PAVED CROSSROAD.  TURN RIGHT
 BE3257'AND GO WEST ON PAVED ROAD FOR 0.1 MILE TO REFERENCE MARK 4 ON
 BE3257'THE LEFT.
 BE3257'
 BE3257'THE STATION MARKS ARE STANDARD REFERENCE MARK DISK STAMPED
 BE3257'ATTAPULGUS NO 3 1933 1973.  THE SURFACE DISK IS SET IN THE TOP
 BE3257'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BE3257'THE GROUND SURFACE.  IT IS 149 FEET EAST OF THE CENTER OF STATE
 BE3257'HIGHWAY 241, 106 FEET WEST OF THE CENTER OF A PAVED STREET AND
 BE3257'44 FEET NORTHWEST OF A 10 INCH PECAN TREE.  THE UNDERGROUND DISK
 BE3257'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BE3257'BELOW THE GROUND SURFACE.
 BE3257'
 BE3257'REFERENCE MARK 2, A STANDARD DISK STAMPED ATTAPULGUS 1933 NO 2,
 BE3257'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BE3257'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET WEST
 BE3257'OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BE3257'OF A METAL BUILDING AND 1 FOOT SOUTH OF A FENCE.
 BE3257'
 BE3257'REFERENCE MARK 4, A STANDARD DISK STAMPED ATTAPULGUS NO 4 1933
 BE3257'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BE3257'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET
 BE3257'EAST-SOUTHEAST OF A POWERLINE POLE, 17 FEET SOUTH OF THE CENTER OF
 BE3257'A BLACK TOP ROAD, 11 FEET EAST OF THE CENTER OF A DIRT ROAD
 BE3257'AND 7.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 BE3257'
 BE3257'ATTAPULGUS 1933, A STANDARD DISK STAMPED ATTAPULGUS 1933, AND
 BE3257'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BE3257'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 24
 BE3257'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 21 FEET
 BE3257'WEST OF THE CENTER OF A BLACK TOP STREET AND 6 FEET WEST OF A
 BE3257'FENCE.  IT IS ASSUMED THE UNDERGROUND DISK IS STAMPED ATTAPULGUS
 BE3257'1933 AND IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 BE3257'INCHES BELOW THE GROUND SURFACE.
 BE3257'
 BE3257'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1353 ***********************************************************************
 BR1353  DESIGNATION -  ATWOOD
 BR1353  PID         -  BR1353
 BR1353  STATE/COUNTY-  GA/MCINTOSH
 BR1353  USGS QUAD   -  DOBOY SOUND (1993)
 BR1353
 BR1353                         *CURRENT SURVEY CONTROL
 BR1353  ___________________________________________________________________
 BR1353* NAD 83(1994)-  31 27 36.24116(N)    081 20 08.81185(W)     ADJUSTED  
 BR1353* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1353  ___________________________________________________________________
 BR1353  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 BR1353  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 BR1353
 BR1353  HORZ ORDER  -  THIRD
 BR1353
 BR1353.The horizontal coordinates were established by classical geodetic methods
 BR1353.and adjusted by the National Geodetic Survey in September 1997..
 BR1353
 BR1353.The orthometric height was scaled from a topographic map.
 BR1353
 BR1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1353
 BR1353.The geoid height was determined by GEOID03.
 BR1353
 BR1353;                    North         East     Units Scale Factor Converg.
 BR1353;SPC GA E     -   162,152.772   278,962.963   MT  0.99997688   +0 26 01.2
 BR1353;SPC GA E     -   531,996.22    915,230.99   sFT  0.99997688   +0 26 01.2
 BR1353;UTM  17      - 3,480,639.521   468,099.150   MT  0.99961255   -0 10 30.9
 BR1353
 BR1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1353!SPC GA E     -   1.00000465  x   0.99997688  =   0.99998153
 BR1353!UTM  17      -   1.00000465  x   0.99961255  =   0.99961720
 BR1353
 BR1353:                Primary Azimuth Mark                     Grid Az
 BR1353:SPC GA E     -  OLD TEAKETTLE CREEK F RNG BCN            107 32 06.8
 BR1353:UTM  17      -  OLD TEAKETTLE CREEK F RNG BCN            108 08 38.9
 BR1353
 BR1353|---------------------------------------------------------------------|
 BR1353| PID    Reference Object                     Distance      Geod. Az  |
 BR1353|                                                           dddmmss.s |
 BR1353| BR1354 OLD TEAKETTLE CREEK F RNG BCN       APPROX. 1.5 KM 1075808.0 |
 BR1353| BR1355 OLD TEAKETTLE CREEK R RNG BCN       APPROX. 1.6 KM 1113042.5 |
 BR1353| BR1390 SAPELO IS COFFINS DOCK SHELTER      APPROX. 6.0 KM 1410243.0 |
 BR1353| BR1365 DUPLIN RIVER LIGHT                  APPROX. 6.0 KM 1492654.2 |
 BR1353| CW4573 ATWOOD RM 1                          18.850 METERS 29607     |
 BR1353| CW4574 ATWOOD RM 2                          20.320 METERS 34334     |
 BR1353|---------------------------------------------------------------------|
 BR1353
 BR1353                          SUPERSEDED SURVEY CONTROL
 BR1353
 BR1353  NAD 83(1986)-  31 27 36.25382(N)    081 20 08.81716(W) AD(       ) 3
 BR1353  NAD 27      -  31 27 35.46100(N)    081 20 09.45500(W) AD(       ) 3
 BR1353
 BR1353.Superseded values are not recommended for survey control.
 BR1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1353.See file dsdata.txt to determine how the superseded data were derived.
 BR1353
 BR1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6809980640(NAD 83)
 BR1353_MARKER: DS = TRIANGULATION STATION DISK
 BR1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1353
 BR1353  HISTORY     - Date     Condition        Report By
 BR1353  HISTORY     - 1933     MONUMENTED       CGS
 BR1353  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BR1353  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BR1353
 BR1353                          STATION DESCRIPTION
 BR1353
 BR1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1353'ON THE N BANK OF ATWOOD CREEK ABOUT 3/4 MILE N OF ITS JUNCTION WITH
 BR1353'HUDSON RIVER, NEAR THE E END OF A LARGE THICKLY WOODED HUMMOCK.
 BR1353'STATION IS 5 M FROM HWL OF CREEK, 10 M. FROM MARSH LINE TO E. 20 M.
 BR1353'E OF POINT WHERE TIMBER LINE TURNS SHARPLY AWAY FROM THE CREEK BANK.
 BR1353'THE R.M.S ARE ON THE TREE LINE, NO. 1 ABOUT 8 M. FROM HWL AND NO.
 BR1353'2 ABOUT 20 M. FROM HWL.  A LANDING CAN BE MADE AT THE STATION AT ANY
 BR1353'STAGE OF THE TIDE.
 BR1353
 BR1353                          STATION RECOVERY (1952)
 BR1353
 BR1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1353'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BR1353'DISTANCES BETWEEN THE STATION AND REFERENCE MARKS WERE CHECKED WITH A
 BR1353'STEEL TAPE AND WERE FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 BR1353'IS ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--THE STATION IS
 BR1353'48.3 FT. E OF A WIRE FENCE.
 BR1353'
 BR1353'THE STATION IS STAMPED ATWOOD 1933 AND PROJECTS 3 IN. ABOVE THE
 BR1353'GROUND.
 BR1353'
 BR1353'REFERENCE MARK 1 IS STAMPED ATWOOD NO 1 1933 AND PROJECTS 3 IN.
 BR1353'ABOVE THE GROUND.
 BR1353'
 BR1353'REFERENCE MARK 2 IS STAMPED ATWOOD NO 2 1933 AND PROJECTS 1 FT.
 BR1353'ABOVE THE GROUND.
 BR1353
 BR1353                          STATION RECOVERY (1965)
 BR1353
 BR1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1353'DESTROYED.  REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  THE
 BR1353'STATION AND REFERENCE MARK 2 WERE FOUND LYING ON THEIR SIDES, AND THE
 BR1353'DISKS WERE REMOVED BY THIS PARTY.  THE UNDERGROUND MARK WAS
 BR1353'RECOVERED.  THE DISTANCE BETWEEN REFERENCE MARK 1 AND THE UNDERGROUND
 BR1353'MARK WAS VERIFIED.  THE 1952 RECOVERY NOTE BY P.T. IS ADEQUATE FOR
 BR1353'RECOVERY.
 BR1353'
 BR1353'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED ATWOOD 1933, SET IN
 BR1353'THE TOP OF A MASS OF CONCRETE WHICH IS 18 INCHES UNDERGROUND.  IT
 BR1353'IS ON THE MEAN HIGH-WATER LINE.
 BR1353'
 BR1353'REFERENCE MARK 1 IS 15 FEET NORTH OF THE MEAN HIGH-WATER LINE AND 13
 BR1353'FEET SOUTHWEST OF A 6-INCH CEDAR TREE WITH A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1749 ***********************************************************************
 ED1749  DESIGNATION -  AUBURN MUN TANK
 ED1749  PID         -  ED1749
 ED1749  STATE/COUNTY-  GA/BARROW
 ED1749  USGS QUAD   -  AUBURN (1993)
 ED1749
 ED1749                         *CURRENT SURVEY CONTROL
 ED1749  ___________________________________________________________________
 ED1749* NAD 83(1994)-  34 00 49.59292(N)    083 49 37.01053(W)     ADJUSTED  
 ED1749* NAVD 88     -                                                        
 ED1749  ___________________________________________________________________
 ED1749  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 ED1749  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ED1749
 ED1749  HORZ ORDER  -  THIRD
 ED1749
 ED1749.The horizontal coordinates were established by classical geodetic methods
 ED1749.and adjusted by the National Geodetic Survey in September 1997..
 ED1749
 ED1749
 ED1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1749
 ED1749.The geoid height was determined by GEOID03.
 ED1749
 ED1749;                    North         East     Units Scale Factor Converg.
 ED1749;SPC GA W     -   445,083.619   731,376.759   MT  0.99991213   +0 11 24.1
 ED1749;SPC GA W     - 1,460,245.17  2,399,525.25   sFT  0.99991213   +0 11 24.1
 ED1749;UTM  17      - 3,767,287.818   238,939.745   MT  1.00044022   -1 34 56.2
 ED1749
 ED1749                          SUPERSEDED SURVEY CONTROL
 ED1749
 ED1749  NAD 83(1986)-  34 00 49.59976(N)    083 49 37.01014(W) AD(       ) 4
 ED1749  NAD 27      -  34 00 49.20690(N)    083 49 37.38496(W) AD(       ) 3
 ED1749
 ED1749.Superseded values are not recommended for survey control.
 ED1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1749.See file dsdata.txt to determine how the superseded data were derived.
 ED1749
 ED1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3894067288(NAD 83)
 ED1749_MARKER: 53 = ELEVATED TANK
 ED1749
 ED1749  HISTORY     - Date     Condition        Report By
 ED1749  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1749  HISTORY     - 19980101 MARK NOT FOUND   INDIV
 ED1749  HISTORY     - 20010920 MARK NOT FOUND   WOLVER
 ED1749
 ED1749                          STATION DESCRIPTION
 ED1749
 ED1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1749'THE STATION IS THE BALL ATOP THE AUBURN MUNICIPAL WATER TANK.  THE
 ED1749'TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP AND HEMISPHERICAL
 ED1749'BOTTOM, SUPPORTED BY FOUR TRUSSWORK LEGS.  IT IS SILVER IN COLOR
 ED1749'AND IS APPROXIMATELY 140 FEET HIGH.
 ED1749'
 ED1749'LOCATED IN AUBURN ABOUT 225 FEET NORTH OF THE RAILROAD, 100 FEET
 ED1749'NORTH OF THE CENTERLINE OF 4TH AVENUE AND 70 FEET NORTH OF AUBURN
 ED1749'CITY HALL.
 ED1749
 ED1749                          STATION RECOVERY (1998)
 ED1749
 ED1749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1998 (TES)
 ED1749'WATER TANK HAS BEEN REPLACED BY A LARGER TANK.
 ED1749
 ED1749                          STATION RECOVERY (2001)
 ED1749
 ED1749'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (TES)
 ED1749'WATER TANK HAS BEEN REPLACED - NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1350 ***********************************************************************
 DF1350  DESIGNATION -  AUGUSTA BELAIR RD TANK
 DF1350  PID         -  DF1350
 DF1350  STATE/COUNTY-  GA/RICHMOND
 DF1350  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1350
 DF1350                         *CURRENT SURVEY CONTROL
 DF1350  ___________________________________________________________________
 DF1350* NAD 83(1994)-  33 27 44.23177(N)    082 07 27.56065(W)     ADJUSTED  
 DF1350* NAVD 88     -                                                        
 DF1350  ___________________________________________________________________
 DF1350  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DF1350  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DF1350
 DF1350  HORZ ORDER  -  THIRD
 DF1350
 DF1350.The horizontal coordinates were established by classical geodetic methods
 DF1350.and adjusted by the National Geodetic Survey in September 1997..
 DF1350
 DF1350
 DF1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1350
 DF1350.The geoid height was determined by GEOID03.
 DF1350
 DF1350;                    North         East     Units Scale Factor Converg.
 DF1350;SPC GA E     -   383,868.607   203,936.049   MT  0.99990019   +0 01 24.1
 DF1350;SPC GA E     - 1,259,408.92    669,080.19   sFT  0.99990019   +0 01 24.1
 DF1350;UTM  17      - 3,703,103.270   395,518.979   MT  0.99973458   -0 37 12.0
 DF1350
 DF1350                          SUPERSEDED SURVEY CONTROL
 DF1350
 DF1350  NAD 83(1986)-  33 27 44.23657(N)    082 07 27.55592(W) AD(       ) 4
 DF1350  NAD 27      -  33 27 43.74305(N)    082 07 28.12643(W) AD(       ) 3
 DF1350
 DF1350.Superseded values are not recommended for survey control.
 DF1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1350.See file dsdata.txt to determine how the superseded data were derived.
 DF1350
 DF1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9551903103(NAD 83)
 DF1350_MARKER: 53 = ELEVATED TANK
 DF1350
 DF1350  HISTORY     - Date     Condition        Report By
 DF1350  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1350
 DF1350                          STATION DESCRIPTION
 DF1350
 DF1350'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1350'THE STATION, AUGUSTA BELAIR ROAD TANK IS THE APEX OF VENT ON TOP
 DF1350'OF A WHITE COLORED WATER TANK ABOUT 40 METERS (125 FT) ABOVE THE
 DF1350'SURFACE OF THE GROUND WITH NINE TUBULAR LEGS.
 DF1350'OWNERSHIP--RICHMOND COUNTY.
 DF1350'
 DF1350'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHWEST OF THE
 DF1350'JUNCTION OF INTERSTATE 520 (BOBBY JONES EXPRESSWAY) WITH
 DF1350'INTERSTATE 20, 30 METERS (90 FT) NORTHEAST OF THE CENTER OF BELAIR
 DF1350'ROAD, AND 20 METERS (60 FT) NORTHEAST OF A CHAIN LINK FENCE.
 DF1350'
 DF1350'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 520
 DF1350'(BOBBY JONES EXPRESSWAY) WITH INTERSTATE 20 GO WEST ALONG
 DF1350'INTERSTATE 20 FOR 4.6 KM (2.85 MI) TO THE JUNCTION OF
 DF1350'BELAIR ROAD CROSSING.  EXIT TO BELAIR ROAD TURN LEFT GOING SOUTHWEST
 DF1350'ALONG BELAIR ROAD FOR 1 KM (0.65 MI) TO THE JUNCTION OF
 DF1350'WRIGHTSBORO ROAD CROSSING AND THE TERMINATION OF PAVEMENT.
 DF1350'CONTINUE AHEAD ON BELAIR ROAD WHICH IS NOW DIRT FOR 0.3 KM
 DF1350'(0.2 MI) TO THE JUNCTION OF PAVED POWELL ROAD CROSSING AND
 DF1350'PAVED BELAIR ROAD AHEAD.  CONTINUE IN A SOUTH EASTERLY DIRECTION
 DF1350'ALONG BELAIR ROAD FOR 1.1 KM (0.65 MI) TO THE STATION ON THE
 DF1350'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1301 ***********************************************************************
 DF1301  DESIGNATION -  AUGUSTA BON AIR HOTEL FLAG
 DF1301  PID         -  DF1301
 DF1301  STATE/COUNTY-  GA/RICHMOND
 DF1301  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1301
 DF1301                         *CURRENT SURVEY CONTROL
 DF1301  ___________________________________________________________________
 DF1301* NAD 83(1994)-  33 28 35.32124(N)    082 00 36.92873(W)     ADJUSTED  
 DF1301* NAVD 88     -                                                        
 DF1301  ___________________________________________________________________
 DF1301  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 DF1301  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DF1301
 DF1301  HORZ ORDER  -  THIRD
 DF1301
 DF1301.The horizontal coordinates were established by classical geodetic methods
 DF1301.and adjusted by the National Geodetic Survey in September 1997..
 DF1301
 DF1301
 DF1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1301
 DF1301.The geoid height was determined by GEOID03.
 DF1301
 DF1301;                    North         East     Units Scale Factor Converg.
 DF1301;SPC GA E     -   385,452.614   214,536.376   MT  0.99990260   +0 05 10.6
 DF1301;SPC GA E     - 1,264,605.78    703,858.09   sFT  0.99990260   +0 05 10.6
 DF1301;SPC SC       -   182,677.793   515,719.219   MT  0.99979929   -0 33 36.3
 DF1301;SPC SC       -   599,336.59  1,691,992.19   iFT  0.99979929   -0 33 36.3
 DF1301;UTM  17      - 3,704,567.869   406,134.518   MT  0.99970862   -0 33 26.3
 DF1301
 DF1301                          SUPERSEDED SURVEY CONTROL
 DF1301
 DF1301  NAD 83(1986)-  33 28 35.32561(N)    082 00 36.92359(W) AD(       ) 4
 DF1301  NAD 27      -  33 28 34.84100(N)    082 00 37.49600(W) AD(       ) 3
 DF1301
 DF1301.Superseded values are not recommended for survey control.
 DF1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1301.See file dsdata.txt to determine how the superseded data were derived.
 DF1301
 DF1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0613504568(NAD 83)
 DF1301_MARKER: 83 = FLAGSTAFF
 DF1301
 DF1301  HISTORY     - Date     Condition        Report By
 DF1301  HISTORY     - 1902     FIRST OBSERVED   CGS
 DF1301  HISTORY     - 1955     MARK NOT FOUND   CGS
 DF1301
 DF1301                          STATION DESCRIPTION
 DF1301
 DF1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DF1301'THERE IS NO FLAGSTAFF IN EVIDENCE THERE NOW.  AN OLD NIGHT
 DF1301'WATCHMAN STATED THAT THE HOTEL BURNED IN 1916, BUT HE COULD
 DF1301'NOT SAY ABOUT THERE THEN BEING A FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2760 ***********************************************************************
 DF2760  DESIGNATION -  AUGUSTA CBL 0 DANIEL
 DF2760  PID         -  DF2760
 DF2760  STATE/COUNTY-  GA/RICHMOND
 DF2760  USGS QUAD   -  AUGUSTA WEST (1980)
 DF2760
 DF2760                         *CURRENT SURVEY CONTROL
 DF2760  ___________________________________________________________________
 DF2760* NAD 83(1994)-  33 28 12.27135(N)    082 02 41.34952(W)     ADJUSTED  
 DF2760* NAVD 88     -       128.6    (meters)     422.     (feet)  VERTCON   
 DF2760  ___________________________________________________________________
 DF2760  X           -     737,107.682 (meters)                     COMP
 DF2760  Y           -  -5,274,729.212 (meters)                     COMP
 DF2760  Z           -   3,497,620.559 (meters)                     COMP
 DF2760  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DF2760  ELLIP HEIGHT-          98.72  (meters)          (09/03/97) GPS OBS
 DF2760  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DF2760
 DF2760  HORZ ORDER  -  THIRD
 DF2760  ELLP ORDER  -  FOURTH    CLASS II
 DF2760
 DF2760.This mark is at Daniel Field Airport (DNL)
 DF2760
 DF2760.The horizontal coordinates were established by GPS observations
 DF2760.and adjusted by the National Geodetic Survey in September 1997..
 DF2760
 DF2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2760
 DF2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2760
 DF2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2760
 DF2760.The ellipsoidal height was determined by GPS observations
 DF2760.and is referenced to NAD 83.
 DF2760
 DF2760.The geoid height was determined by GEOID03.
 DF2760
 DF2760;                    North         East     Units Scale Factor Converg.
 DF2760;SPC GA E     -   384,738.234   211,325.131   MT  0.99990158   +0 04 01.9
 DF2760;SPC GA E     - 1,262,262.02    693,322.53   sFT  0.99990158   +0 04 01.9
 DF2760;UTM  17      - 3,703,889.730   402,916.063   MT  0.99971620   -0 34 34.6
 DF2760
 DF2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2760!SPC GA E     -   0.99998450  x   0.99990158  =   0.99988608
 DF2760!UTM  17      -   0.99998450  x   0.99971620  =   0.99970071
 DF2760
 DF2760:                Primary Azimuth Mark                     Grid Az
 DF2760:SPC GA E     -  AUGUSTA CBL 614                          096 35 22.4
 DF2760:UTM  17      -  AUGUSTA CBL 614                          097 13 58.9
 DF2760
 DF2760|---------------------------------------------------------------------|
 DF2760| PID    Reference Object                     Distance      Geod. Az  |
 DF2760|                                                           dddmmss.s |
 DF2760| DF2761 AUGUSTA CBL 614                     APPROX. 0.6 KM 0963924.3 |
 DF2760|---------------------------------------------------------------------|
 DF2760
 DF2760                          SUPERSEDED SURVEY CONTROL
 DF2760
 DF2760  NAD 83(1986)-  33 28 12.27915(N)    082 02 41.35171(W) AD(       ) 3
 DF2760  NGVD 29 (09/27/88)  128.8    (m)          423.     (f) GPS OBS        
 DF2760
 DF2760.Superseded values are not recommended for survey control.
 DF2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2760.See file dsdata.txt to determine how the superseded data were derived.
 DF2760
 DF2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0291603890(NAD 83)
 DF2760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF2760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2760+STABILITY: SURFACE MOTION
 DF2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2760+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DF2760
 DF2760  HISTORY     - Date     Condition        Report By
 DF2760  HISTORY     - UNK      MONUMENTED
 DF2760  HISTORY     - 1987     GOOD             NGS
 DF2760
 DF2760                          STATION DESCRIPTION
 DF2760
 DF2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DF2760'THE STATION WAS RECOVERED AT THIS DATE.
 DF2760'
 DF2760'THE STATION IS LOCATED IN THE WEST SECTION OF AUGUSTA, AT DANIEL
 DF2760'FIELD, ALONG THE NORTH PERIMETER FENCE WHICH PARALLELS RUNWAY
 DF2760'10-28, 0.8 KM (0.5 MI) WEST OF THE CONTROL TOWER.
 DF2760'OWNERSHIP--CITY OF AUGUSTA, C/O AIRPORT MANAGER, BOB HAYES, CITY
 DF2760'HALL, AUGUSTA GA 30903.  PHONE (404) 733-1647.
 DF2760'
 DF2760'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF2760'AND U.S. HIGHWAYS 78 AND 278, ON THE WEST SIDE OF AUGUSTA, GO
 DF2760'EAST FOR 2.6 KM (1.6 MI) ON HIGHWAYS 78 AND 278 TO A CROSS STREET
 DF2760'(WHEELESS ROAD ON THE RIGHT AND HIGHLAND AVENUE ON THE LEFT).
 DF2760'TURN LEFT AND GO NORTH FOR 2.0 KM (1.25 MI) ON HIGHLAND AVENUE TO
 DF2760'THE AIRPORT PARKING AREA ON THE LEFT, AT TWO LARGE HANGARS.  TURN
 DF2760'LEFT INTO PARKING AREA AND GATE IMMEDIATELY ON THE RIGHT AT
 DF2760'NORTHEAST CORNER OF THE PARKING AREA.  TURN RIGHT AND GO NORTHERLY
 DF2760'PASSING THROUGH GATE TO THE APRON FOLLOWING ALONG FENCE ACROSS
 DF2760'APRON AND GRASS FOR 0.3 KM (0.2 MI) TO THE NORTH PERIMETER FENCE.
 DF2760'TURN LEFT AND GO WEST ALONG FENCE FOR 0.2 KM (0.15 MI) TO THE
 DF2760'CONTROL TOWER.  CONTINUE WEST FOR 0.9 KM (0.55 MI) ALONG FENCE TO
 DF2760'THE STATION ON THE RIGHT.
 DF2760'
 DF2760'THE STATION IS A STANDARD GADT DISK
 DF2760'STAMPED---AUGUSTA 0---,
 DF2760'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DF2760'25 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 DF2760'30.2 METERS (99.0 FT) NORTH-NORTHWEST FROM THE NORTHERN MOST ONE OF
 DF2760'FOUR RUNWAY END LIGHTS AT THE RELOCATED THRESHOLD OF RUNWAY 10,
 DF2760'11.3 METERS (37.1 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 DF2760'1 METER SQUARE METAL DRAIN, AND
 DF2760'1.4 METERS (4.6 FT) SOUTH FROM METAL AND FIBERGLASS WITNESS POSTS
 DF2760'IN THE FENCE LINE.
 DF2760'
 DF2760'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2761 ***********************************************************************
 DF2761  DESIGNATION -  AUGUSTA CBL 614
 DF2761  PID         -  DF2761
 DF2761  STATE/COUNTY-  GA/RICHMOND
 DF2761  USGS QUAD   -  AUGUSTA WEST (1980)
 DF2761
 DF2761                         *CURRENT SURVEY CONTROL
 DF2761  ___________________________________________________________________
 DF2761* NAD 83(1994)-  33 28 09.96129(N)    082 02 17.73852(W)     ADJUSTED  
 DF2761* NAVD 88     -       129.2    (meters)     424.     (feet)  VERTCON   
 DF2761  ___________________________________________________________________
 DF2761  X           -     737,716.981 (meters)                     COMP
 DF2761  Y           -  -5,274,684.194 (meters)                     COMP
 DF2761  Z           -   3,497,561.536 (meters)                     COMP
 DF2761  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DF2761  ELLIP HEIGHT-          99.35  (meters)          (09/03/97) GPS OBS
 DF2761  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DF2761
 DF2761  HORZ ORDER  -  THIRD
 DF2761  ELLP ORDER  -  FOURTH    CLASS II
 DF2761
 DF2761.This mark is at Daniel Field Airport (DNL)
 DF2761
 DF2761.The horizontal coordinates were established by GPS observations
 DF2761.and adjusted by the National Geodetic Survey in September 1997..
 DF2761
 DF2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2761
 DF2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2761
 DF2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2761
 DF2761.The ellipsoidal height was determined by GPS observations
 DF2761.and is referenced to NAD 83.
 DF2761
 DF2761.The geoid height was determined by GEOID03.
 DF2761
 DF2761;                    North         East     Units Scale Factor Converg.
 DF2761;SPC GA E     -   384,667.805   211,934.811   MT  0.99990176   +0 04 14.9
 DF2761;SPC GA E     - 1,262,030.96    695,322.79   sFT  0.99990176   +0 04 14.9
 DF2761;SPC SC       -   181,922.461   513,109.234   MT  0.99979971   -0 34 32.2
 DF2761;SPC SC       -   596,858.47  1,683,429.25   iFT  0.99979971   -0 34 32.2
 DF2761;UTM  17      - 3,703,812.472   403,524.800   MT  0.99971475   -0 34 21.5
 DF2761
 DF2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2761!SPC GA E     -   0.99998440  x   0.99990176  =   0.99988616
 DF2761!SPC SC       -   0.99998440  x   0.99979971  =   0.99978412
 DF2761!UTM  17      -   0.99998440  x   0.99971475  =   0.99969916
 DF2761
 DF2761:                Primary Azimuth Mark                     Grid Az
 DF2761:SPC GA E     -  AUGUSTA CBL 0 DANIEL                     276 35 22.4
 DF2761:SPC SC       -  AUGUSTA CBL 0 DANIEL                     277 14 09.5
 DF2761:UTM  17      -  AUGUSTA CBL 0 DANIEL                     277 13 58.8
 DF2761
 DF2761|---------------------------------------------------------------------|
 DF2761| PID    Reference Object                     Distance      Geod. Az  |
 DF2761|                                                           dddmmss.s |
 DF2761| DF2760 AUGUSTA CBL 0 DANIEL                APPROX. 0.6 KM 2763937.3 |
 DF2761|---------------------------------------------------------------------|
 DF2761
 DF2761                          SUPERSEDED SURVEY CONTROL
 DF2761
 DF2761  NAD 83(1986)-  33 28 09.96947(N)    082 02 17.74065(W) AD(       ) 3
 DF2761  NGVD 29 (09/27/88)  129.4    (m)          425.     (f) GPS OBS        
 DF2761
 DF2761.Superseded values are not recommended for survey control.
 DF2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2761.See file dsdata.txt to determine how the superseded data were derived.
 DF2761
 DF2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0352503812(NAD 83)
 DF2761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF2761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2761+STABILITY: SURFACE MOTION
 DF2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2761+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DF2761
 DF2761  HISTORY     - Date     Condition        Report By
 DF2761  HISTORY     - UNK      MONUMENTED
 DF2761  HISTORY     - 1987     GOOD             NGS
 DF2761
 DF2761                          STATION DESCRIPTION
 DF2761
 DF2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DF2761'THE STATION WAS RECOVERED AT THIS DATE.
 DF2761'
 DF2761'THE STATION IS LOCATED IN THE WEST SECTION OF AUGUSTA, AT
 DF2761'DANIEL FIELD, ALONG THE NORTH PERIMETER FENCE WHICH PARALLELS RUNWAY
 DF2761'10-28, 0.2 KM (0.15 MI) WEST OF THE CONTROL TOWER.
 DF2761'OWNERSHIP--CITY OF AUGUSTA, C/O AIRPORT MANAGER, BOB HAYES, CITY
 DF2761'HALL, AUGUSTA GA 30903.  PHONE (404) 733-1647.
 DF2761'
 DF2761'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF2761'AND U.S. HIGHWAYS 78 AND 278, ON THE WEST SIDE OF AUGUSTA, GO
 DF2761'EAST FOR 2.6 KM (1.6 MI) ON HIGHWAYS 78 AND 278 TO A CROSS STREET
 DF2761'(WHEELESS ROAD ON THE RIGHT AND HIGHLAND AVENUE ON THE LEFT).
 DF2761'TURN LEFT AND GO NORTH FOR 2.0 KM (1.25 MI) ON HIGHLAND AVENUE TO
 DF2761'THE AIRPORT PARKING AREA ON THE LEFT, AT TWO LARGE HANGARS.  TURN
 DF2761'LEFT AND GO WEST INTO PARKING AREA AND GATE IMMEDIATELY ON THE
 DF2761'RIGHT AT THE NORTHEAST CORNER OF PARKING AREA.  TURN RIGHT AND GO
 DF2761'NORTHERLY PASSING THROUGH GATE TO THE APRON FOLLOWING ALONG FENCE
 DF2761'ACROSS APRON AND GRASS FOR 0.3 KM (0.2 MI) TO THE NORTH PERIMETER
 DF2761'FENCE.  TURN LEFT AND GO WEST ALONG FENCE FOR 0.2 KM (0.15 MI) TO
 DF2761'THE CONTROL TOWER.  CONTINUE WEST FOR 0.2 KM (0.15 MI) ALONG FENCE
 DF2761'TO THE MARK.
 DF2761'
 DF2761'THE STATION IS A STANDARD GADT DISK
 DF2761'STAMPED---AUGUSTA 614---,
 DF2761'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DF2761'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 DF2761'32.5 METERS (106.6 FT) WEST FROM THE CENTER OF A VEHICLE GATE IN
 DF2761'THE FENCELINE,
 DF2761'7.5 METERS (24.6 FT) SOUTHWEST FROM A UTILITY POLE WITH TRANSFORMER
 DF2761'THAT IS OUTSIDE OF FENCE,
 DF2761'6.9 METERS (22.6 FT) WEST-SOUTHWEST FROM A SHORT UTILITY POLE WITH
 DF2761'A METAL BOX, AND
 DF2761'2.8 METERS (9.2 FT) SOUTH FROM THE METAL AND FIBERGLASS WITNESS
 DF2761'POSTS IN THE FENCELINE.
 DF2761'
 DF2761'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2320 ***********************************************************************
 DE2320  DESIGNATION -  AUGUSTA CHRISTIAN CH SPIRE
 DE2320  PID         -  DE2320
 DE2320  STATE/COUNTY-  GA/RICHMOND
 DE2320  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2320
 DE2320                         *CURRENT SURVEY CONTROL
 DE2320  ___________________________________________________________________
 DE2320* NAD 83(1994)-  33 28 22.08319(N)    081 57 50.64590(W)     ADJUSTED  
 DE2320* NAVD 88     -                                                        
 DE2320  ___________________________________________________________________
 DE2320  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 DE2320  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DE2320
 DE2320  HORZ ORDER  -  THIRD
 DE2320
 DE2320.The horizontal coordinates were established by classical geodetic methods
 DE2320.and adjusted by the National Geodetic Survey in September 1997..
 DE2320
 DE2320
 DE2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2320
 DE2320.The geoid height was determined by GEOID03.
 DE2320
 DE2320;                    North         East     Units Scale Factor Converg.
 DE2320;SPC GA E     -   385,052.219   218,829.973   MT  0.99990437   +0 06 42.3
 DE2320;SPC GA E     - 1,263,292.16    717,944.67   sFT  0.99990437   +0 06 42.3
 DE2320;SPC SC       -   182,229.040   520,007.580   MT  0.99979951   -0 32 04.1
 DE2320;SPC SC       -   597,864.30  1,706,061.61   iFT  0.99979951   -0 32 04.1
 DE2320;UTM  17      - 3,704,119.366   410,422.490   MT  0.99969893   -0 31 54.3
 DE2320
 DE2320                          SUPERSEDED SURVEY CONTROL
 DE2320
 DE2320  NAD 83(1986)-  33 28 22.08725(N)    081 57 50.64066(W) AD(       ) 4
 DE2320  NAD 27      -  33 28 21.59600(N)    081 57 51.20900(W) AD(       ) 3
 DE2320
 DE2320.Superseded values are not recommended for survey control.
 DE2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2320.See file dsdata.txt to determine how the superseded data were derived.
 DE2320
 DE2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1042204119(NAD 83)
 DE2320_MARKER: 90 = CHURCH SPIRE
 DE2320
 DE2320  HISTORY     - Date     Condition        Report By
 DE2320  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2320  HISTORY     - 1955     GOOD             CGS
 DE2320  HISTORY     - 19910622 GOOD             USPSQD
 DE2320
 DE2320                          STATION DESCRIPTION
 DE2320
 DE2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2320'RECOVERED
 DE2320'
 DE2320'IT IS THE FIRST CHRISTIAN CHURCH, BUT IT IS LISTED ONLY AS
 DE2320'CHRISTIAN CHURCH IN THE DESCRIPTION.  IT WAS OBSERVED ALSO
 DE2320'IN 1932.  THERE IS NO VISIBLE EVIDENCE OF ANY CHANGE, AND NEARBY
 DE2320'RESIDENTS COULD REMEMBER NONE.
 DE2320
 DE2320                          STATION RECOVERY (1991)
 DE2320
 DE2320'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2308 ***********************************************************************
 DE2308  DESIGNATION -  AUGUSTA CTHSE DOME
 DE2308  PID         -  DE2308
 DE2308  STATE/COUNTY-  GA/RICHMOND
 DE2308  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2308
 DE2308                         *CURRENT SURVEY CONTROL
 DE2308  ___________________________________________________________________
 DE2308* NAD 83(1994)-  33 28 15.53590(N)    081 57 42.70986(W)     ADJUSTED  
 DE2308* NAVD 88     -                                                        
 DE2308  ___________________________________________________________________
 DE2308  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 DE2308  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DE2308
 DE2308  HORZ ORDER  -  THIRD
 DE2308
 DE2308.The horizontal coordinates were established by classical geodetic methods
 DE2308.and adjusted by the National Geodetic Survey in September 1997..
 DE2308
 DE2308
 DE2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2308
 DE2308.The geoid height was determined by GEOID03.
 DE2308
 DE2308;                    North         East     Units Scale Factor Converg.
 DE2308;SPC GA E     -   384,850.924   219,035.258   MT  0.99990447   +0 06 46.6
 DE2308;SPC GA E     - 1,262,631.74    718,618.18   sFT  0.99990447   +0 06 46.6
 DE2308;SPC SC       -   182,025.464   520,210.561   MT  0.99979962   -0 31 59.7
 DE2308;SPC SC       -   597,196.40  1,706,727.56   iFT  0.99979962   -0 31 59.7
 DE2308;UTM  17      - 3,703,915.820   410,625.460   MT  0.99969848   -0 31 49.9
 DE2308
 DE2308                          SUPERSEDED SURVEY CONTROL
 DE2308
 DE2308  NAD 83(1986)-  33 28 15.53990(N)    081 57 42.70460(W) AD(       ) 4
 DE2308  NAD 27      -  33 28 15.05300(N)    081 57 43.28600(W) AD(       ) 3
 DE2308
 DE2308.Superseded values are not recommended for survey control.
 DE2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2308.See file dsdata.txt to determine how the superseded data were derived.
 DE2308
 DE2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1062503916(NAD 83)
 DE2308_MARKER: 87 = DOME
 DE2308
 DE2308  HISTORY     - Date     Condition        Report By
 DE2308  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2308  HISTORY     - 1955     GOOD             CGS
 DE2308  HISTORY     - 19910622 GOOD             USPSQD
 DE2308
 DE2308                          STATION DESCRIPTION
 DE2308
 DE2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2308'RECOVERED.
 DE2308
 DE2308                          STATION RECOVERY (1991)
 DE2308
 DE2308'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2315 ***********************************************************************
 DE2315  DESIGNATION -  AUGUSTA ENTERPRISE S CUPOLA
 DE2315  PID         -  DE2315
 DE2315  STATE/COUNTY-  GA/RICHMOND
 DE2315  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2315
 DE2315                         *CURRENT SURVEY CONTROL
 DE2315  ___________________________________________________________________
 DE2315* NAD 83(1994)-  33 28 37.77256(N)    081 58 54.78363(W)     ADJUSTED  
 DE2315* NAVD 88     -                                                        
 DE2315  ___________________________________________________________________
 DE2315  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 DE2315  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DE2315
 DE2315  HORZ ORDER  -  THIRD
 DE2315
 DE2315.The horizontal coordinates were established by classical geodetic methods
 DE2315.and adjusted by the National Geodetic Survey in September 1997..
 DE2315
 DE2315
 DE2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2315
 DE2315.The geoid height was determined by GEOID03.
 DE2315
 DE2315;                    North         East     Units Scale Factor Converg.
 DE2315;SPC GA E     -   385,532.460   217,173.246   MT  0.99990363   +0 06 06.9
 DE2315;SPC GA E     - 1,264,867.75    712,509.22   sFT  0.99990363   +0 06 06.9
 DE2315;SPC SC       -   182,727.885   518,356.548   MT  0.99979925   -0 32 39.7
 DE2315;SPC SC       -   599,500.94  1,700,644.84   iFT  0.99979925   -0 32 39.7
 DE2315;UTM  17      - 3,704,618.083   408,771.597   MT  0.99970261   -0 32 29.9
 DE2315
 DE2315                          SUPERSEDED SURVEY CONTROL
 DE2315
 DE2315  NAD 83(1986)-  33 28 37.77696(N)    081 58 54.77861(W) AD(       ) 4
 DE2315  NAD 27      -  33 28 37.29000(N)    081 58 55.36000(W) AD(       ) 3
 DE2315
 DE2315.Superseded values are not recommended for survey control.
 DE2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2315.See file dsdata.txt to determine how the superseded data were derived.
 DE2315
 DE2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0877204618(NAD 83)
 DE2315_MARKER: 86 = CUPOLA
 DE2315
 DE2315  HISTORY     - Date     Condition        Report By
 DE2315  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2315  HISTORY     - 1955     GOOD             CGS
 DE2315  HISTORY     - 19910622 GOOD             USPSQD
 DE2315
 DE2315                          STATION DESCRIPTION
 DE2315
 DE2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2315'RECOVERED
 DE2315'
 DE2315'SUPERINTENDENT IN THE MAIN OFFICE OF THE COMPANY ON THE
 DE2315'GROUNDS STATED THAT THE CUPOLA IS THE SAME AS IN 1902.
 DE2315
 DE2315                          STATION RECOVERY (1991)
 DE2315
 DE2315'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1318 ***********************************************************************
 DF1318  DESIGNATION -  AUGUSTA FILTRATION PLANT TK
 DF1318  PID         -  DF1318
 DF1318  STATE/COUNTY-  GA/RICHMOND
 DF1318  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1318
 DF1318                         *CURRENT SURVEY CONTROL
 DF1318  ___________________________________________________________________
 DF1318* NAD 83(1994)-  33 28 25.22463(N)    082 02 02.29912(W)     ADJUSTED  
 DF1318* NAVD 88     -                                                        
 DF1318  ___________________________________________________________________
 DF1318  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DF1318  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF1318
 DF1318  HORZ ORDER  -  THIRD
 DF1318
 DF1318.The horizontal coordinates were established by classical geodetic methods
 DF1318.and adjusted by the National Geodetic Survey in September 1997..
 DF1318
 DF1318
 DF1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1318
 DF1318.The geoid height was determined by GEOID03.
 DF1318
 DF1318;                    North         East     Units Scale Factor Converg.
 DF1318;SPC GA E     -   385,138.509   212,332.830   MT  0.99990187   +0 04 23.5
 DF1318;SPC GA E     - 1,263,575.26    696,628.63   sFT  0.99990187   +0 04 23.5
 DF1318;UTM  17      - 3,704,278.590   403,928.005   MT  0.99971379   -0 34 13.2
 DF1318
 DF1318                          SUPERSEDED SURVEY CONTROL
 DF1318
 DF1318  NAD 83(1986)-  33 28 25.22924(N)    082 02 02.29453(W) AD(       ) 4
 DF1318  NAD 27      -  33 28 24.73924(N)    082 02 02.87243(W) AD(       ) 3
 DF1318
 DF1318.Superseded values are not recommended for survey control.
 DF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1318.See file dsdata.txt to determine how the superseded data were derived.
 DF1318
 DF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0392804279(NAD 83)
 DF1318_MARKER: 53 = ELEVATED TANK
 DF1318
 DF1318  HISTORY     - Date     Condition        Report By
 DF1318  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1318  HISTORY     - 19910622 GOOD             USPSQD
 DF1318
 DF1318                          STATION DESCRIPTION
 DF1318
 DF1318'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1318'THE STATION, AUGUSTA FILTRATION PLANT TANK, IS THE APEX OF VENT
 DF1318'ON TOP OF A WHITE WATER TANK ABOUT 33 METERS (110 FT) ABOVE THE
 DF1318'SURFACE OF THE GROUND WITH A DOME SHAPED TOP AND A CONCAVED
 DF1318'BOTTOM AND NINE TUBULAR LEGS.
 DF1318'
 DF1318'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) WEST OF
 DF1318'DOWNTOWN AUGUSTA ON THE CITY RESERVOIR.  IT IS ON THE NORTH END
 DF1318'OF A DAM SEPARATING TWO RESERVOIR PONDS ABOUT 10 METERS
 DF1318'(30 FT) FROM A GATE.
 DF1318'
 DF1318'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 WITH
 DF1318'INTERSTATE 520 GO SOUTH ALONG INTERSTATE 520 FOR 3.1 (1.95 MI)
 DF1318'TO THE JUNCTION OF WRIGHTSBORO ROAD.  EXIT HERE AND TURN LEFT GOING
 DF1318'EAST ALONG WRIGHTSBORO ROAD FOR 4.7 KM (2.95 MI) TO THE
 DF1318'JUNCTION OF HIGHLAND AVENUE CROSSING.  TURN LEFT GOING NORTH ALONG
 DF1318'HIGHLAND AVENUE FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF A
 DF1318'DIRT ROAD ON THE LEFT.  TURN LEFT GOING WEST ALONG DIRT ROAD FOR
 DF1318'0.2 KM (0.15 MI) TO A GATE ON THE LEFT AND THE
 DF1318'STATION.
 DF1318
 DF1318                          STATION RECOVERY (1991)
 DF1318
 DF1318'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DF1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2324 ***********************************************************************
 DE2324  DESIGNATION -  AUGUSTA FIRST PRESB CH SPIRE
 DE2324  PID         -  DE2324
 DE2324  STATE/COUNTY-  GA/RICHMOND
 DE2324  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2324
 DE2324                         *CURRENT SURVEY CONTROL
 DE2324  ___________________________________________________________________
 DE2324* NAD 83(1994)-  33 28 14.65453(N)    081 57 51.88230(W)     ADJUSTED  
 DE2324* NAVD 88     -                                                        
 DE2324  ___________________________________________________________________
 DE2324  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 DE2324  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DE2324
 DE2324  HORZ ORDER  -  THIRD
 DE2324
 DE2324.The horizontal coordinates were established by classical geodetic methods
 DE2324.and adjusted by the National Geodetic Survey in September 1997..
 DE2324
 DE2324
 DE2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2324
 DE2324.The geoid height was determined by GEOID03.
 DE2324
 DE2324;                    North         East     Units Scale Factor Converg.
 DE2324;SPC GA E     -   384,823.308   218,798.498   MT  0.99990436   +0 06 41.6
 DE2324;SPC GA E     - 1,262,541.14    717,841.41   sFT  0.99990436   +0 06 41.6
 DE2324;SPC SC       -   182,000.523   519,973.529   MT  0.99979963   -0 32 04.8
 DE2324;SPC SC       -   597,114.58  1,705,949.90   iFT  0.99979963   -0 32 04.8
 DE2324;UTM  17      - 3,703,890.870   410,388.453   MT  0.99969900   -0 31 54.9
 DE2324
 DE2324                          SUPERSEDED SURVEY CONTROL
 DE2324
 DE2324  NAD 83(1986)-  33 28 14.65872(N)    081 57 51.87708(W) AD(       ) 4
 DE2324  NAD 27      -  33 28 14.17500(N)    081 57 52.45900(W) AD(       ) 3
 DE2324
 DE2324.Superseded values are not recommended for survey control.
 DE2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2324.See file dsdata.txt to determine how the superseded data were derived.
 DE2324
 DE2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1038803891(NAD 83)
 DE2324_MARKER: 89 = SPIRE
 DE2324
 DE2324  HISTORY     - Date     Condition        Report By
 DE2324  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2324  HISTORY     - 1955     GOOD             CGS
 DE2324  HISTORY     - 19910622 GOOD             USPSQD
 DE2324
 DE2324                          STATION DESCRIPTION
 DE2324
 DE2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2324'RECOVERED.
 DE2324'
 DE2324'IT IS ON TELFAIR BETWEEN 6TH AND 7TH STREETS.  IT WAS OBSERVED
 DE2324'ALSO IN 1932.  THERE IS NO VISIBLE EVIDENCE OF ANY CHANGE,
 DE2324'AND NEARBY RESIDENTS COULD REMEMBER NONE.
 DE2324
 DE2324                          STATION RECOVERY (1991)
 DE2324
 DE2324'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1296 ***********************************************************************
 DF1296  DESIGNATION -  AUGUSTA FORREST HILLS HOTEL BN
 DF1296  PID         -  DF1296
 DF1296  STATE/COUNTY-  GA/RICHMOND
 DF1296  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1296
 DF1296                         *CURRENT SURVEY CONTROL
 DF1296  ___________________________________________________________________
 DF1296* NAD 83(1994)-  33 28 27.03097(N)    082 02 49.68954(W)     ADJUSTED  
 DF1296* NAVD 88     -                                                        
 DF1296  ___________________________________________________________________
 DF1296  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF1296  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DF1296
 DF1296  HORZ ORDER  -  THIRD
 DF1296
 DF1296.The horizontal coordinates were established by classical geodetic methods
 DF1296.and adjusted by the National Geodetic Survey in September 1997..
 DF1296
 DF1296
 DF1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1296
 DF1296.The geoid height was determined by GEOID03.
 DF1296
 DF1296;                    North         East     Units Scale Factor Converg.
 DF1296;SPC GA E     -   385,192.670   211,109.284   MT  0.99990152   +0 03 57.3
 DF1296;SPC GA E     - 1,263,752.95    692,614.38   sFT  0.99990152   +0 03 57.3
 DF1296;SPC SC       -   182,456.553   512,289.765   MT  0.99979943   -0 34 49.9
 DF1296;SPC SC       -   598,610.74  1,680,740.70   iFT  0.99979943   -0 34 49.9
 DF1296;UTM  17      - 3,704,346.477   402,705.372   MT  0.99971670   -0 34 39.4
 DF1296
 DF1296                          SUPERSEDED SURVEY CONTROL
 DF1296
 DF1296  NAD 83(1986)-  33 28 27.03552(N)    082 02 49.68454(W) AD(       ) 4
 DF1296  NAD 27      -  33 28 26.54600(N)    082 02 50.25600(W) AD(       ) 3
 DF1296
 DF1296.Superseded values are not recommended for survey control.
 DF1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1296.See file dsdata.txt to determine how the superseded data were derived.
 DF1296
 DF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0270504346(NAD 83)
 DF1296_MARKER: 22 = AIRWAY BEACON
 DF1296
 DF1296  HISTORY     - Date     Condition        Report By
 DF1296  HISTORY     - 1932     FIRST OBSERVED   CGS
 DF1296  HISTORY     - 1948     GOOD             CGS
 DF1296
 DF1296                          STATION DESCRIPTION
 DF1296
 DF1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MBC)
 DF1296'STILL STANDING.  NOW OLIVER GENERAL HOSPITAL, U.S. ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2314 ***********************************************************************
 DE2314  DESIGNATION -  AUGUSTA FREE CLINIC SPIRE
 DE2314  PID         -  DE2314
 DE2314  STATE/COUNTY-  GA/RICHMOND
 DE2314  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2314
 DE2314                         *CURRENT SURVEY CONTROL
 DE2314  ___________________________________________________________________
 DE2314* NAD 83(1994)-  33 28 09.51932(N)    081 59 03.80766(W)     ADJUSTED  
 DE2314* NAVD 88     -                                                        
 DE2314  ___________________________________________________________________
 DE2314  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 DE2314  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DE2314
 DE2314  HORZ ORDER  -  THIRD
 DE2314
 DE2314.The horizontal coordinates were established by classical geodetic methods
 DE2314.and adjusted by the National Geodetic Survey in September 1997..
 DE2314
 DE2314
 DE2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2314
 DE2314.The geoid height was determined by GEOID03.
 DE2314
 DE2314;                    North         East     Units Scale Factor Converg.
 DE2314;SPC GA E     -   384,661.676   216,941.808   MT  0.99990354   +0 06 01.9
 DE2314;SPC GA E     - 1,262,010.85    711,749.92   sFT  0.99990354   +0 06 01.9
 DE2314;SPC SC       -   181,859.857   518,115.328   MT  0.99979972   -0 32 44.7
 DE2314;SPC SC       -   596,653.07  1,699,853.44   iFT  0.99979972   -0 32 44.7
 DE2314;UTM  17      - 3,703,750.127   408,530.443   MT  0.99970315   -0 32 34.5
 DE2314
 DE2314                          SUPERSEDED SURVEY CONTROL
 DE2314
 DE2314  NAD 83(1986)-  33 28 09.52402(N)    081 59 03.80252(W) AD(       ) 4
 DE2314  NAD 27      -  33 28 09.04000(N)    081 59 04.39000(W) AD(       ) 3
 DE2314
 DE2314.Superseded values are not recommended for survey control.
 DE2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2314.See file dsdata.txt to determine how the superseded data were derived.
 DE2314
 DE2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0853003750(NAD 83)
 DE2314_MARKER: 89 = SPIRE
 DE2314
 DE2314  HISTORY     - Date     Condition        Report By
 DE2314  HISTORY     - 1932     FIRST OBSERVED   CGS
 DE2314  HISTORY     - 1955     SEE DESCRIPTION  CGS
 DE2314  HISTORY     - 19910622 GOOD             USPSQD
 DE2314
 DE2314                          STATION DESCRIPTION
 DE2314
 DE2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2314'RECOVERED EXCEPT THAT IS SHOULD BE LISTED AS AUGUSTA, UNIVERSITY
 DE2314'OF GEORGIA MEDICAL SCHOOL LIBRARY, SPIRE.
 DE2314'
 DE2314'TO THE PRESENT WRITER, IT WOULD BE MORE ACCURATELY LABELED
 DE2314'AS THE FINIAL OF A CUPOLA.  THE BUILDING ENGINEER FOR MANY
 DE2314'YEARS, MR. BIRD STATED THAT IT IS THE SAME UNCHANGED BUILDING.
 DE2314
 DE2314                          STATION RECOVERY (1991)
 DE2314
 DE2314'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2312 ***********************************************************************
 DE2312  DESIGNATION -  AUGUSTA INT VEG OIL TANK
 DE2312  PID         -  DE2312
 DE2312  STATE/COUNTY-  GA/RICHMOND
 DE2312  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2312
 DE2312                         *CURRENT SURVEY CONTROL
 DE2312  ___________________________________________________________________
 DE2312* NAD 83(1994)-  33 27 06.32375(N)    081 59 15.71065(W)     ADJUSTED  
 DE2312* NAVD 88     -                                                        
 DE2312  ___________________________________________________________________
 DE2312  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 DE2312  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DE2312
 DE2312  HORZ ORDER  -  THIRD
 DE2312
 DE2312.The horizontal coordinates were established by classical geodetic methods
 DE2312.and adjusted by the National Geodetic Survey in September 1997..
 DE2312
 DE2312
 DE2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2312
 DE2312.The geoid height was determined by GEOID03.
 DE2312
 DE2312;                    North         East     Units Scale Factor Converg.
 DE2312;SPC GA E     -   382,714.335   216,637.845   MT  0.99990341   +0 05 55.2
 DE2312;SPC GA E     - 1,255,621.95    710,752.66   sFT  0.99990341   +0 05 55.2
 DE2312;SPC SC       -   179,916.269   517,789.454   MT  0.99980083   -0 32 51.3
 DE2312;SPC SC       -   590,276.47  1,698,784.30   iFT  0.99980083   -0 32 51.3
 DE2312;UTM  17      - 3,701,806.711   408,204.700   MT  0.99970388   -0 32 40.2
 DE2312
 DE2312                          SUPERSEDED SURVEY CONTROL
 DE2312
 DE2312  NAD 83(1986)-  33 27 06.32874(N)    081 59 15.70585(W) AD(       ) 4
 DE2312  NAD 27      -  33 27 05.84000(N)    081 59 16.28800(W) AD(       ) 3
 DE2312
 DE2312.Superseded values are not recommended for survey control.
 DE2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2312.See file dsdata.txt to determine how the superseded data were derived.
 DE2312
 DE2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0820501807(NAD 83)
 DE2312_MARKER: 51 = TANK
 DE2312
 DE2312  HISTORY     - Date     Condition        Report By
 DE2312  HISTORY     - 1932     FIRST OBSERVED   CGS
 DE2312  HISTORY     - 1955     GOOD             CGS
 DE2312  HISTORY     - 19910622 GOOD             USPSQD
 DE2312
 DE2312                          STATION DESCRIPTION
 DE2312
 DE2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2312'RECOVERED EXCEPT FOR THE NAME CHANGE.  IT IS NOW OWNED BY
 DE2312'AUGUSTA. INTERNATIONAL VEGETABLE OIL CORP.  AUGUSTA BAG AND
 DE2312'BURLAP CO.
 DE2312'
 DE2312'THE WORK SUPERINTENDENT AND SON-IN-LAW OF THE OWNER STATED THAT
 DE2312'IT IS THE SAME UNCHANGED TANK AS WAS FOR THE OLD VEGETABLE
 DE2312'OIL COMPANY.
 DE2312
 DE2312                          STATION RECOVERY (1991)
 DE2312
 DE2312'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2323 ***********************************************************************
 DE2323  DESIGNATION -  AUGUSTA J B WHITE TANK
 DE2323  PID         -  DE2323
 DE2323  STATE/COUNTY-  GA/RICHMOND
 DE2323  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2323
 DE2323                         *CURRENT SURVEY CONTROL
 DE2323  ___________________________________________________________________
 DE2323* NAD 83(1994)-  33 28 32.79092(N)    081 58 07.26580(W)     ADJUSTED  
 DE2323* NAVD 88     -                                                        
 DE2323  ___________________________________________________________________
 DE2323  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 DE2323  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DE2323
 DE2323  HORZ ORDER  -  THIRD
 DE2323
 DE2323.The horizontal coordinates were established by classical geodetic methods
 DE2323.and adjusted by the National Geodetic Survey in September 1997..
 DE2323
 DE2323
 DE2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2323
 DE2323.The geoid height was determined by GEOID03.
 DE2323
 DE2323;                    North         East     Units Scale Factor Converg.
 DE2323;SPC GA E     -   385,381.255   218,400.262   MT  0.99990417   +0 06 33.1
 DE2323;SPC GA E     - 1,264,371.67    716,534.86   sFT  0.99990417   +0 06 33.1
 DE2323;SPC SC       -   182,562.868   519,581.653   MT  0.99979933   -0 32 13.3
 DE2323;SPC SC       -   598,959.54  1,704,664.22   iFT  0.99979933   -0 32 13.3
 DE2323;UTM  17      - 3,704,453.139   409,996.589   MT  0.99969987   -0 32 03.7
 DE2323
 DE2323                          SUPERSEDED SURVEY CONTROL
 DE2323
 DE2323  NAD 83(1986)-  33 28 32.79587(N)    081 58 07.26083(W) AD(       ) 4
 DE2323  NAD 27      -  33 28 32.31000(N)    081 58 07.84000(W) AD(       ) 3
 DE2323
 DE2323.Superseded values are not recommended for survey control.
 DE2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2323.See file dsdata.txt to determine how the superseded data were derived.
 DE2323
 DE2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0999704453(NAD 83)
 DE2323_MARKER: 51 = TANK
 DE2323
 DE2323  HISTORY     - Date     Condition        Report By
 DE2323  HISTORY     - 1932     FIRST OBSERVED   CGS
 DE2323  HISTORY     - 1955     GOOD             CGS
 DE2323  HISTORY     - 19910622 GOOD             USPSQD
 DE2323
 DE2323                          STATION DESCRIPTION
 DE2323
 DE2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2323'RECOVERED.
 DE2323'
 DE2323'A SUPERVISORY EMPLOYEE CHECKING OTHER EMPLOYEES IN TO WORK
 DE2323'JUST BEFORE BEGINNING OF BUSINESS HOURS STATED THAT THE
 DE2323'TANK IS UNCHANGED SINCE 1932.
 DE2323
 DE2323                          STATION RECOVERY (1991)
 DE2323
 DE2323'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0796 ***********************************************************************
 DE0796  DESIGNATION -  AUGUSTA LONG 1890 1932
 DE0796  PID         -  DE0796
 DE0796  STATE/COUNTY-  GA/RICHMOND
 DE0796  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0796
 DE0796                         *CURRENT SURVEY CONTROL
 DE0796  ___________________________________________________________________
 DE0796* NAD 83(1986)-  33 28 25.     (N)    081 58 09.     (W)     SCALED    
 DE0796* NAVD 88     -        40.542  (meters)     133.01   (feet)  ADJUSTED  
 DE0796  ___________________________________________________________________
 DE0796  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DE0796  DYNAMIC HT  -          40.499 (meters)     132.87  (feet)  COMP
 DE0796  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DE0796
 DE0796  VERT ORDER  -  FIRST     CLASS II
 DE0796
 DE0796.The horizontal coordinates were scaled from a topographic map and have
 DE0796.an estimated accuracy of +/- 6 seconds.
 DE0796
 DE0796.The orthometric height was determined by differential leveling
 DE0796.and adjusted by the National Geodetic Survey in June 1991..
 DE0796
 DE0796.The geoid height was determined by GEOID03.
 DE0796
 DE0796.The dynamic height is computed by dividing the NAVD 88
 DE0796.geopotential number by the normal gravity value computed on the
 DE0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0796.degrees latitude (g = 980.6199 gals.).
 DE0796
 DE0796.The modeled gravity was interpolated from observed gravity values.
 DE0796
 DE0796;                    North         East    Units  Estimated Accuracy
 DE0796;SPC GA E     -   385,140.      218,360.      MT  (+/- 180 meters Scaled)
 DE0796
 DE0796                          SUPERSEDED SURVEY CONTROL
 DE0796
 DE0796  NGVD 29 (??/??/92)   40.775  (m)          133.78   (f) ADJ UNCH    1 2
 DE0796
 DE0796.Superseded values are not recommended for survey control.
 DE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0796.See file dsdata.txt to determine how the superseded data were derived.
 DE0796
 DE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT099042(NAD 83)
 DE0796_MARKER: DS = TRIANGULATION STATION DISK
 DE0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE0796_SP_SET: PIER
 DE0796_STAMPING: AUGUSTA LONG 1890 1932
 DE0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE0796
 DE0796  HISTORY     - Date     Condition        Report By
 DE0796  HISTORY     - 1932     MONUMENTED       CGS
 DE0796  HISTORY     - 1955     GOOD             NGS
 DE0796  HISTORY     - 1979     MARK NOT FOUND   NGS
 DE0796  HISTORY     - 1980     MARK NOT FOUND   NGS
 DE0796
 DE0796                          STATION DESCRIPTION
 DE0796
 DE0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DE0796'AT AUGUSTA.
 DE0796'AT AUGUSTA, RICHMOND COUNTY, ON CITY HALL GROUNDS IN THE SW ANGLE
 DE0796'OF GREENE AND 9TH STREETS INTERSECTION, 115.5 FEET S OF SW CORNER
 DE0796'OF SE WING OF THE CITY HALL BUILDING, 109.5 FEET W OF THE
 DE0796'CENTERLINE OR 90.5 FEET W OF W CURB OF 9TH STREET, AND 11 FEET
 DE0796'W OF THE PROJECTED PLANE OF THE W WALL OF THE SE WING OF SAID
 DE0796'BUILDING.  A STANDARD TRIANGULATION STATION DISK IS STAMPED
 DE0796'AUGUSTA LONG 1890 1932 AND SET IN THE TOP OF A BRICK PIER THAT IS
 DE0796'ABOUT 1.7 FEET UNDERGROUND AND COVERED BY A ROUND CAST-IRON METER
 DE0796'BOX.
 DE0796
 DE0796                          STATION RECOVERY (1979)
 DE0796
 DE0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE0796'MARK NOT FOUND.
 DE0796
 DE0796                          STATION RECOVERY (1980)
 DE0796
 DE0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DE0796'CITY HALL HAS BEEN TORN DOWN, AREA IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0797 ***********************************************************************
 DE0797  DESIGNATION -  AUGUSTA LONG RM 1
 DE0797  PID         -  DE0797
 DE0797  STATE/COUNTY-  GA/RICHMOND
 DE0797  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0797
 DE0797                         *CURRENT SURVEY CONTROL
 DE0797  ___________________________________________________________________
 DE0797* NAD 83(1986)-  33 28 23.     (N)    081 58 08.     (W)     SCALED    
 DE0797* NAVD 88     -        41.596  (meters)     136.47   (feet)  ADJUSTED  
 DE0797  ___________________________________________________________________
 DE0797  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE0797  DYNAMIC HT  -          41.552 (meters)     136.33  (feet)  COMP
 DE0797  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DE0797
 DE0797  VERT ORDER  -  FIRST     CLASS II
 DE0797
 DE0797.The horizontal coordinates were scaled from a topographic map and have
 DE0797.an estimated accuracy of +/- 6 seconds.
 DE0797
 DE0797.The orthometric height was determined by differential leveling
 DE0797.and adjusted by the National Geodetic Survey in June 1991..
 DE0797
 DE0797.The geoid height was determined by GEOID03.
 DE0797
 DE0797.The dynamic height is computed by dividing the NAVD 88
 DE0797.geopotential number by the normal gravity value computed on the
 DE0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0797.degrees latitude (g = 980.6199 gals.).
 DE0797
 DE0797.The modeled gravity was interpolated from observed gravity values.
 DE0797
 DE0797;                    North         East    Units  Estimated Accuracy
 DE0797;SPC GA E     -   385,080.      218,380.      MT  (+/- 180 meters Scaled)
 DE0797
 DE0797                          SUPERSEDED SURVEY CONTROL
 DE0797
 DE0797  NGVD 29 (??/??/92)   41.829  (m)          137.23   (f) ADJ UNCH    1 2
 DE0797
 DE0797.Superseded values are not recommended for survey control.
 DE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0797.See file dsdata.txt to determine how the superseded data were derived.
 DE0797
 DE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT099041(NAD 83)
 DE0797_MARKER: DR = REFERENCE MARK DISK
 DE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0797_STAMPING: AUGUSTA LONG NO 1 1890 1932 ELEV 137.234
 DE0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0797+STABILITY: SURFACE MOTION
 DE0797
 DE0797  HISTORY     - Date     Condition        Report By
 DE0797  HISTORY     - 1932     MONUMENTED       CGS
 DE0797  HISTORY     - 1955     GOOD             NGS
 DE0797  HISTORY     - 1979     MARK NOT FOUND   NGS
 DE0797  HISTORY     - 1980     MARK NOT FOUND   NGS
 DE0797
 DE0797                          STATION DESCRIPTION
 DE0797
 DE0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DE0797'AT AUGUSTA.
 DE0797'AT AUGUSTA, RICHMOND COUNTY, ON CITY HALL GROUNDS IN THE SW ANGLE
 DE0797'OF GREENE AND 9TH STREETS, ABOUT 75 YARDS S OF THE CENTER OF
 DE0797'BOULEVARD-TYPE GREENE STREET, 125 FEET W OF THE CENTERLINE OR
 DE0797'106 FEET W OF W CURB OF 9TH STREET, AND 39.2 FEET SW OF SW CORNER
 DE0797'OF SE WING OF THE CITY HALL BUILDING.  A STANDARD TRIANGULATION
 DE0797'REFERENCE MARK DISK IS STAMPED AUGUSTA LONG. NO 1 1890 1932 ELEV.
 DE0797'137.234 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS 0.8 FOOT.
 DE0797
 DE0797                          STATION RECOVERY (1979)
 DE0797
 DE0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE0797'NOTE-THE CITY HALL IS NO LONGER AT THIS LOCATION, A PUBLIC LIBRARY
 DE0797'NOW OCCUPIES THIS SPOT. THE OLD MEASUREMENTS WOULD PLACE THE MARK
 DE0797'UNDER THE NEW BUILDING SO IT IS PRESUMED DESTROYED.
 DE0797
 DE0797                          STATION RECOVERY (1980)
 DE0797
 DE0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DE0797'CITY HALL IS NOW GONE, AREA IS NOW PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0798 ***********************************************************************
 DE0798  DESIGNATION -  AUGUSTA LONG RM 2
 DE0798  PID         -  DE0798
 DE0798  STATE/COUNTY-  GA/RICHMOND
 DE0798  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0798
 DE0798                         *CURRENT SURVEY CONTROL
 DE0798  ___________________________________________________________________
 DE0798* NAD 83(1986)-  33 28 25.     (N)    081 58 08.     (W)     SCALED    
 DE0798* NAVD 88     -        41.174  (meters)     135.09   (feet)  ADJUSTED  
 DE0798  ___________________________________________________________________
 DE0798  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE0798  DYNAMIC HT  -          41.131 (meters)     134.94  (feet)  COMP
 DE0798  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 DE0798
 DE0798  VERT ORDER  -  FIRST     CLASS II
 DE0798
 DE0798.The horizontal coordinates were scaled from a topographic map and have
 DE0798.an estimated accuracy of +/- 6 seconds.
 DE0798
 DE0798.The orthometric height was determined by differential leveling
 DE0798.and adjusted by the National Geodetic Survey in June 1991..
 DE0798
 DE0798.The geoid height was determined by GEOID03.
 DE0798
 DE0798.The dynamic height is computed by dividing the NAVD 88
 DE0798.geopotential number by the normal gravity value computed on the
 DE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0798.degrees latitude (g = 980.6199 gals.).
 DE0798
 DE0798.The modeled gravity was interpolated from observed gravity values.
 DE0798
 DE0798;                    North         East    Units  Estimated Accuracy
 DE0798;SPC GA E     -   385,140.      218,380.      MT  (+/- 180 meters Scaled)
 DE0798
 DE0798                          SUPERSEDED SURVEY CONTROL
 DE0798
 DE0798  NGVD 29 (??/??/92)   41.407  (m)          135.85   (f) ADJ UNCH    1 2
 DE0798
 DE0798.Superseded values are not recommended for survey control.
 DE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0798.See file dsdata.txt to determine how the superseded data were derived.
 DE0798
 DE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT099042(NAD 83)
 DE0798_MARKER: DR = REFERENCE MARK DISK
 DE0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE0798_SP_SET: GRANITE BLOCK
 DE0798_STAMPING: AUGUSTA LONG NO 2 1890 1932 ELEV 135.849
 DE0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE0798
 DE0798  HISTORY     - Date     Condition        Report By
 DE0798  HISTORY     - 1932     MONUMENTED       CGS
 DE0798  HISTORY     - 1955     GOOD             NGS
 DE0798  HISTORY     - 1979     GOOD             NGS
 DE0798  HISTORY     - 1980     GOOD             NGS
 DE0798
 DE0798                          STATION DESCRIPTION
 DE0798
 DE0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DE0798'AT AUGUSTA.
 DE0798'AT AUGUSTA, RICHMOND COUNTY, AT CITY HALL, 122 FEET N OF N CURB
 DE0798'OF TELFAIR STREET, 29 FEET W OF THE CENTERLINE OR 10 FEET W OF W
 DE0798'CURB OF 9TH STREET.  A STANDARD TRIANGULATION REFERENCE MARK DISK
 DE0798'IS STAMPED AUGUSTA LONG. NO 2 1890 1932 ELEV. 135.849 AND SET IN
 DE0798'THE TOP CENTER OF A GRANITE BLOCK THAT SHOWS AS A 15-INCH-CUBE
 DE0798'ABOVE GROUND AND MARKS THE SOUTHEASTERN CORNER OF THE CITY HALL
 DE0798'LOT.
 DE0798
 DE0798                          STATION RECOVERY (1979)
 DE0798
 DE0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DE0798'NOTE-THE CITY HALL IS NO LONGER ON THIS LOCATION, THE MARK IS LOCATED
 DE0798'AT THE NORTHEAST CORNER OF THE PARKING LOT TO THE GEORGIA DEPARTMENT
 DE0798'OF LABOR, EMPLOYMENT SECURITY AGENCY, STATE EMPLOYMENT SERVICE
 DE0798'BUILDING.
 DE0798
 DE0798                          STATION RECOVERY (1980)
 DE0798
 DE0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DE0798'THE CITY HALL HAS BEEN TORN DOWN AND REPLACED BY THE AUGUSTA
 DE0798'LIBRARY, ADD-39.6 METERS (130 FEET) SOUTHWEST OF THE SOUTH CORNER
 DE0798'OF THE LIBRARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2318 ***********************************************************************
 DE2318  DESIGNATION -  AUGUSTA LONGITUDE STA RESET
 DE2318  PID         -  DE2318
 DE2318  STATE/COUNTY-  GA/RICHMOND
 DE2318  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2318
 DE2318                         *CURRENT SURVEY CONTROL
 DE2318  ___________________________________________________________________
 DE2318* NAD 83(1994)-  33 28 24.21166(N)    081 58 09.16032(W)     ADJUSTED  
 DE2318* NAVD 88     -        40.55   (+/-2cm)     133.0    (feet)  VERTCON   
 DE2318  ___________________________________________________________________
 DE2318  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 DE2318  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DE2318
 DE2318  HORZ ORDER  -  SECOND
 DE2318  VERT ORDER  -  THIRD ? (See Below)
 DE2318
 DE2318.The horizontal coordinates were established by classical geodetic methods
 DE2318.and adjusted by the National Geodetic Survey in September 1997..
 DE2318
 DE2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2318.The vertical order pertains to the NGVD 29 superseded value.
 DE2318
 DE2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2318
 DE2318.The geoid height was determined by GEOID03.
 DE2318
 DE2318;                    North         East     Units Scale Factor Converg.
 DE2318;SPC GA E     -   385,116.868   218,351.855   MT  0.99990415   +0 06 32.1
 DE2318;SPC GA E     - 1,263,504.26    716,376.04   sFT  0.99990415   +0 06 32.1
 DE2318;SPC SC       -   182,299.071   519,530.272   MT  0.99979947   -0 32 14.4
 DE2318;SPC SC       -   598,094.06  1,704,495.64   iFT  0.99979947   -0 32 14.4
 DE2318;UTM  17      - 3,704,189.367   409,945.226   MT  0.99969998   -0 32 04.6
 DE2318
 DE2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2318!SPC GA E     -   0.99999835  x   0.99990415  =   0.99990250
 DE2318!SPC SC       -   0.99999835  x   0.99979947  =   0.99979782
 DE2318!UTM  17      -   0.99999835  x   0.99969998  =   0.99969834
 DE2318
 DE2318:                Primary Azimuth Mark                     Grid Az
 DE2318:SPC GA E     -  NORTH AUGUSTA MUN STANDPIPE              002 56 15.3
 DE2318:SPC SC       -  NORTH AUGUSTA MUN STANDPIPE              003 35 01.8
 DE2318:UTM  17      -  NORTH AUGUSTA MUN STANDPIPE              003 34 52.0
 DE2318
 DE2318|---------------------------------------------------------------------|
 DE2318| PID    Reference Object                     Distance      Geod. Az  |
 DE2318|                                                           dddmmss.s |
 DE2318| DE2381 NORTH AUGUSTA MUN STANDPIPE         APPROX. 3.4 KM 0030247.4 |
 DE2318| DE2323 AUGUSTA J B WHITE TANK              268.843 METERS 01029     |
 DE2318| DE0797 AUGUSTA LONG RM 1                    26.216 METERS 01232     |
 DE2318| DE2322 AUGUSTA S FINANCE BLDG F POLE       463.596 METERS 0614937.2 |
 DE2318| DE2287 SMITH                               APPROX.11.0 KM 0853116.1 |
 DE2318| DE2320 AUGUSTA CHRISTIAN CH SPIRE          482.515 METERS 0974834.4 |
 DE2318| DE2308 AUGUSTA CTHSE DOME                  APPROX. 0.7 KM 1112220.1 |
 DE2318| DE2321 AUGUSTA ST PATRICKS CH SPIRE        291.512 METERS 12939     |
 DE2318| DE0798 AUGUSTA LONG RM 2                    25.110 METERS 13103     |
 DE2318| DF1303 AUGUSTA LINWOOD HOSPITAL DOME       APPROX. 5.4 KM 2613538.5 |
 DE2318| DE2313 AUGUSTA GEORGIA POWER CO STACK      APPROX. 1.7 KM 2965626.1 |
 DE2318| DE2311 AUGUSTA SIBLEY POWDER CO CHIM       APPROX. 2.6 KM 3045957.3 |
 DE2318|---------------------------------------------------------------------|
 DE2318
 DE2318                          SUPERSEDED SURVEY CONTROL
 DE2318
 DE2318  NAD 83(1986)-  33 28 24.21549(N)    081 58 09.15560(W) AD(       ) 2
 DE2318  NAD 27      -  33 28 23.72600(N)    081 58 09.73800(W) AD(       ) 2
 DE2318  NGVD 29 (07/19/86)   40.78   (m)          133.8    (f) LEVELING    3  
 DE2318
 DE2318.Superseded values are not recommended for survey control.
 DE2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2318.See file dsdata.txt to determine how the superseded data were derived.
 DE2318
 DE2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0994504189(NAD 83)
 DE2318_MARKER: DD = SURVEY DISK
 DE2318_SETTING: 0 = UNSPECIFIED SETTING
 DE2318
 DE2318  HISTORY     - Date     Condition        Report By
 DE2318  HISTORY     - 1932     MONUMENTED       CGS
 DE2318  HISTORY     - 1932     SEE DESCRIPTION  CGS
 DE2318  HISTORY     - 1955     GOOD             CGS
 DE2318  HISTORY     - 1965     MARK NOT FOUND   CGS
 DE2318
 DE2318                          STATION DESCRIPTION
 DE2318
 DE2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DE2318'IN AUGUSTA CITY HALL GROUNDS (FORMERLY POST OFFICE), NEAR
 DE2318'SOUTHWEST CORNER OF SMALL PARK WHICH FRONTS ON NINTH OR CALHOUN
 DE2318'STREET, 27.85 METERS (91.4 FEET) FROM WEST FENCE, 23.80 METERS
 DE2318'(78.1 FEET) FROM NINTH STREET AND 7.60 METERS (24.9 FEET)
 DE2318'FROM SOUTH FENCE.  STATION WAS MARKED BY FOUNDATION OF BRICK AND
 DE2318'CEMENT PIER, 10 INCHES BELOW SURFACE OF GROUND.  A CAST-IRON
 DE2318'CYLINDRICAL BOX 12 INCHES IN DIAMETER WITH HANDHOLE COVER WAS
 DE2318'INSTALLED OVER PIER BY CITY ENGINEERS.  IN 1932, STANDARD
 DE2318'STATION DISK (STAMPED AUGUSTA LONG., 1890-1932) WAS SET IN
 DE2318'ORIGINAL PIER.  REFERENCE MARK NO. 1 (1932) IS STANDARD
 DE2318'REFERENCE DISK IN CONCRETE.  IT PROJECTS 6 INCHES
 DE2318'ABOVE GROUND, IS JUST SOUTH OF WIRE FENCE AT NORTH BOUNDARY OF
 DE2318'GRASS PLOT, 38.2 METERS (125 FEET) WEST OF CENTER LINE OF
 DE2318'NINTH STREET, 11.95 METERS (39.2 FEET) SOUTHWEST OF
 DE2318'SOUTHWEST CORNER (SOUTHEAST WING) OF CITY HALL, 3.3 METERS (11
 DE2318'FEET) EAST OF WEST BOUNDARY FENCE AND 26.216 METERS (86.01
 DE2318'FEET) FROM STATION N 12 DEG 32 MIN E.  REFERENCE
 DE2318'MARK NO. 2 (1932) IS A STANDARD REFERENCE DISK IN DRILL
 DE2318'HOLE IN CONCRETE CURBING, AT SOUTHEAST CORNER OF GRASS PLOT,
 DE2318'8.8 METERS (29 FEET) WEST OF CENTER LINE OF NINTH STREET AT
 DE2318'NORTH BOUNDARY OF STANDARD OIL CO.S FILLING STATION, AND
 DE2318'25.110 METERS (82.38 FEET) FROM STATION S 48 DEG 57 MIN E.
 DE2318'CUPOLA, UNION DEPOT, (AZIMUTH MARK) IS S 18 DEG 08 MIN E.
 DE2318
 DE2318                          STATION RECOVERY (1955)
 DE2318
 DE2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2318'RECOVERED IN GOOD CONDITION AND ESSENTIALLY AS DESCRIBED.
 DE2318'
 DE2318'THE STATION IS IN THE REAR OR SOUTHERN PART OF THE CITY HALL LOT
 DE2318'AT GREENE AND 9TH STREETS IN AUGUSTA, 115.5 FEET S OF SW CORNER
 DE2318'OF SE WING OF THE CITY HALL BUILDING, 109.5 FEET W OF THE
 DE2318'CENTERLINE OR 90.5 FEET W OF W CURB OF 9 TH STREET, AND 11
 DE2318'FEET W OF PROJECTED PLANE OF W WALL OF SAID WING AND BUILDING.
 DE2318'THE MARK IS A STANDARD TRIANGULATION STATION DISK CEMENTED
 DE2318'INTO THE TOP OF THE ORIGINAL BRICK AND CEMENT PIER, THE TOP
 DE2318'OF WHICH IS 1.7 FEET UNDERGROUND, AND THE DISK IS STAMPED
 DE2318'AUGUSTA LONG 1890 1932.  CITY OF AUGUSTA HAS INSTALLED TWO
 DE2318'STAGES OF METER BOXES AS ACCESS COVERS.
 DE2318'
 DE2318'AUGUSTA LONG. NO 1 1890 1932 ELEV. 137.234, SO STAMPED,
 DE2318'PROJECTING 0.8 FOOT, IS 26.218 METERS OR 86.02 FEET N
 DE2318'FROM STATION, ABOUT 75 YARDS S OF
 DE2318'THE CENTER OF BOULEVARD-TYPE GREENE STREET, 125 FEET W OF
 DE2318'CENTER OR 106 FEET W OF W CURB OF 9TH STREET, AND 39.2 FEET
 DE2318'SW OF SW CORNER OF SAID WING AND BUILDING.
 DE2318'
 DE2318'AUGUSTA LONG.  NO 2 1890 1932 ELEV. 135.849, SO STAMPED,
 DE2318'STANDARD DISK IN GRANITE BLOCK, PROJECTING 1.3 FEET, IS 25.110
 DE2318'METERS OR 82.38 FEET ESE FROM STATION,
 DE2318'AT SE CORNER OF THE CITY HALL LOT, 122 FEET N OF N CURB OF
 DE2318'TELFAIR STREET, AND 10 FEET W OF W CURB OF 9TH STREET.
 DE2318'
 DE2318'THE AZIMUTH MARK, CUPOLA OF UNION DEPOT (NO LONGER VISIBLE FROM
 DE2318'THE GROUND AT THE STATION), IS ESTIMATED QUARTER-MILE DISTANT
 DE2318
 DE2318                          STATION RECOVERY (1965)
 DE2318
 DE2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 DE2318'LOST.  THE STATION MARK AND REFERENCE MARK NO 1 WERE SEARCHED FOR
 DE2318'AND NOT RECOVERED.  THE CITY HALL BUILDING HAS BEEN REPLACED BY A
 DE2318'NEW LIBRARY BUILDING AND IT IS BELIEVED THE STATION MARK AND
 DE2318'REFERENCE MARK NO 1 WERE DESTROYED IN THE CONSTRUCTION.
 DE2318'
 DE2318'REFERENCE MARK NO 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 DE2318'RECOVERY NOTE BY W.H.B. IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1324 ***********************************************************************
 DF1324  DESIGNATION -  AUGUSTA LUMPKIN RD TK
 DF1324  PID         -  DF1324
 DF1324  STATE/COUNTY-  GA/RICHMOND
 DF1324  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1324
 DF1324                         *CURRENT SURVEY CONTROL
 DF1324  ___________________________________________________________________
 DF1324* NAD 83(1994)-  33 25 50.74956(N)    082 03 35.05396(W)     ADJUSTED  
 DF1324* NAVD 88     -                                                        
 DF1324  ___________________________________________________________________
 DF1324  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DF1324  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DF1324
 DF1324  HORZ ORDER  -  THIRD
 DF1324
 DF1324.The horizontal coordinates were established by classical geodetic methods
 DF1324.and adjusted by the National Geodetic Survey in September 1997..
 DF1324
 DF1324
 DF1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1324
 DF1324.The geoid height was determined by GEOID03.
 DF1324
 DF1324;                    North         East     Units Scale Factor Converg.
 DF1324;SPC GA E     -   380,376.992   209,943.068   MT  0.99990122   +0 03 32.1
 DF1324;SPC GA E     - 1,247,953.51    688,788.22   sFT  0.99990122   +0 03 32.1
 DF1324;UTM  17      - 3,699,545.073   401,485.396   MT  0.99971965   -0 35 02.0
 DF1324
 DF1324                          SUPERSEDED SURVEY CONTROL
 DF1324
 DF1324  NAD 83(1986)-  33 25 50.75454(N)    082 03 35.04904(W) AD(       ) 4
 DF1324  NAD 27      -  33 25 50.25903(N)    082 03 35.62512(W) AD(       ) 3
 DF1324
 DF1324.Superseded values are not recommended for survey control.
 DF1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1324.See file dsdata.txt to determine how the superseded data were derived.
 DF1324
 DF1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0148599545(NAD 83)
 DF1324_MARKER: 53 = ELEVATED TANK
 DF1324
 DF1324  HISTORY     - Date     Condition        Report By
 DF1324  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1324
 DF1324                          STATION DESCRIPTION
 DF1324
 DF1324'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1324'THE STATION, AUGUSTA LUMPKIN ROAD TANK, IS THE APEX OF VENT ATOP
 DF1324'A FADED SILVER COLORED WATER TANK ABOUT 30 METERS (100 FT) ABOVE
 DF1324'THE SURFACE OF THE GROUND.  IT HAS A DOME SHAPED TOP AND SIX
 DF1324'TUBULAR SHAPED LEGS.
 DF1324'OWNERSHIP--CITY OF AUGUSTA.
 DF1324'
 DF1324'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) NORTH-NORTHEAST
 DF1324'OF THE JUNCTION U.S. HIGHWAY 1 WITH INTERSTATE 520 AND 4 KM
 DF1324'(1.2 MI) SOUTHWEST OF AUGUSTA.  IT IS ABOUT 25 METERS (75 FT)
 DF1324'WEST OF JENNE ROAD AND 25 METERS (75 FT) NORTH OF LUMPKIN ROAD.
 DF1324'
 DF1324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 WITH
 DF1324'INTERSTATE 520.  GO NORTHEAST ALONG U.S. HIGHWAY 1 FOR 0.8
 DF1324'KM (0.5 MI) TO THE JUNCTION OF LUMPKIN ROAD CROSSING TURN
 DF1324'LEFT GOING NORTHWEST ALONG LUMPKIN ROAD FOR 0.8 KM (0.5 MI)
 DF1324'TO THE JUNCTION OF JEANNE ROAD CROSSING AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2310 ***********************************************************************
 DE2310  DESIGNATION -  AUGUSTA PAINE NEGRO COLL SPIRE
 DE2310  PID         -  DE2310
 DE2310  STATE/COUNTY-  GA/RICHMOND
 DE2310  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2310
 DE2310                         *CURRENT SURVEY CONTROL
 DE2310  ___________________________________________________________________
 DE2310* NAD 83(1994)-  33 28 10.26166(N)    081 59 35.23710(W)     ADJUSTED  
 DE2310* NAVD 88     -                                                        
 DE2310  ___________________________________________________________________
 DE2310  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 DE2310  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DE2310
 DE2310  HORZ ORDER  -  THIRD
 DE2310
 DE2310.The horizontal coordinates were established by classical geodetic methods
 DE2310.and adjusted by the National Geodetic Survey in September 1997..
 DE2310
 DE2310
 DE2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2310
 DE2310.The geoid height was determined by GEOID03.
 DE2310
 DE2310;                    North         East     Units Scale Factor Converg.
 DE2310;SPC GA E     -   384,683.155   216,130.313   MT  0.99990321   +0 05 44.6
 DE2310;SPC GA E     - 1,262,081.32    709,087.54   sFT  0.99990321   +0 05 44.6
 DE2310;SPC SC       -   181,890.485   517,304.211   MT  0.99979971   -0 33 02.1
 DE2310;SPC SC       -   596,753.56  1,697,192.29   iFT  0.99979971   -0 33 02.1
 DE2310;UTM  17      - 3,703,780.712   407,719.401   MT  0.99970499   -0 32 51.9
 DE2310
 DE2310                          SUPERSEDED SURVEY CONTROL
 DE2310
 DE2310  NAD 83(1986)-  33 28 10.26611(N)    081 59 35.23219(W) AD(       ) 4
 DE2310  NAD 27      -  33 28 09.78800(N)    081 59 35.81500(W) AD(       ) 3
 DE2310
 DE2310.Superseded values are not recommended for survey control.
 DE2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2310.See file dsdata.txt to determine how the superseded data were derived.
 DE2310
 DE2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0771903781(NAD 83)
 DE2310_MARKER: 89 = SPIRE
 DE2310
 DE2310  HISTORY     - Date     Condition        Report By
 DE2310  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2310  HISTORY     - 1955     GOOD             CGS
 DE2310  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 DE2310
 DE2310                          STATION DESCRIPTION
 DE2310
 DE2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2310'RECOVERED
 DE2310
 DE2310                          STATION RECOVERY (1991)
 DE2310
 DE2310'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2317 ***********************************************************************
 DE2317  DESIGNATION -  AUGUSTA POST OFFICE 1902
 DE2317  PID         -  DE2317
 DE2317  STATE/COUNTY-  GA/RICHMOND
 DE2317  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2317
 DE2317                         *CURRENT SURVEY CONTROL
 DE2317  ___________________________________________________________________
 DE2317* NAD 83(1994)-  33 28 25.77795(N)    081 58 07.73247(W)     ADJUSTED  
 DE2317* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 DE2317  ___________________________________________________________________
 DE2317  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 DE2317  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE2317
 DE2317  HORZ ORDER  -  FIRST
 DE2317
 DE2317.The horizontal coordinates were established by classical geodetic methods
 DE2317.and adjusted by the National Geodetic Survey in September 1997..
 DE2317
 DE2317.The orthometric height was scaled from a topographic map.
 DE2317
 DE2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2317
 DE2317.The geoid height was determined by GEOID03.
 DE2317
 DE2317;                    North         East     Units Scale Factor Converg.
 DE2317;SPC GA E     -   385,165.190   218,388.626   MT  0.99990417   +0 06 32.9
 DE2317;SPC GA E     - 1,263,662.79    716,496.68   sFT  0.99990417   +0 06 32.9
 DE2317;SPC SC       -   182,346.970   519,567.581   MT  0.99979945   -0 32 13.6
 DE2317;SPC SC       -   598,251.21  1,704,618.05   iFT  0.99979945   -0 32 13.6
 DE2317;UTM  17      - 3,704,237.262   409,982.530   MT  0.99969990   -0 32 03.8
 DE2317
 DE2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2317!SPC GA E     -   0.99999816  x   0.99990417  =   0.99990233
 DE2317!SPC SC       -   0.99999816  x   0.99979945  =   0.99979761
 DE2317!UTM  17      -   0.99999816  x   0.99969990  =   0.99969806
 DE2317
 DE2317:                Primary Azimuth Mark                     Grid Az
 DE2317:SPC GA E     -  NORTH AUGUSTA BUTLER HSE CUP             006 13 14.8
 DE2317:SPC SC       -  NORTH AUGUSTA BUTLER HSE CUP             006 52 01.3
 DE2317:UTM  17      -  NORTH AUGUSTA BUTLER HSE CUP             006 51 51.5
 DE2317
 DE2317|---------------------------------------------------------------------|
 DE2317| PID    Reference Object                     Distance      Geod. Az  |
 DE2317|                                                           dddmmss.s |
 DE2317| DE2383 NORTH AUGUSTA BUTLER HSE CUP        APPROX. 3.4 KM 0061947.7 |
 DE2317| DE2307 AUGUSTA ST PAULS EPIS CH SPIRE      APPROX. 0.7 KM 0724751.6 |
 DE2317| DE2320 AUGUSTA CHRISTIAN CH SPIRE          455.633 METERS 1042804.9 |
 DE2317| DE2308 AUGUSTA CTHSE DOME                  APPROX. 0.7 KM 1160147.0 |
 DE2317| DE2289 BEECH ISLAND HAMMOND WINDMILL       APPROX.11.2 KM 1231509.9 |
 DE2317| DE2288 BEECH ISLAND HAMMOND HSE W CHY      APPROX.11.2 KM 1232342.8 |
 DE2317| DE2324 AUGUSTA FIRST PRESB CH SPIRE        APPROX. 0.5 KM 1295628.5 |
 DE2317| DE2306 BEECH IS AUGUSTA NW BASE            APPROX.11.4 KM 1395252.5 |
 DE2317| DE2321 AUGUSTA ST PATRICKS CH SPIRE        300.131 METERS 14119     |
 DE2317| DE2314 AUGUSTA FREE CLINIC SPIRE           APPROX. 1.5 KM 2505514.2 |
 DE2317| DE2319 AUGUSTA COTTON MILL CUPOLA          APPROX. 0.8 KM 2523319.4 |
 DE2317| DE2310 AUGUSTA PAINE NEGRO COLL SPIRE      APPROX. 2.3 KM 2580336.6 |
 DE2317| DE2309 AUGUSTA CLARK MILL CO TANK          APPROX. 0.9 KM 2633857.0 |
 DE2317| DF1302 AUGUSTA US ARSENAL FLAGSTAFF        APPROX. 5.1 KM 2723415.1 |
 DE2317| DF1299 AUGUSTA MUN STANDPIPE               APPROX. 5.5 KM 2735803.4 |
 DE2317| DF1301 AUGUSTA BON AIR HOTEL FLAG          APPROX. 3.9 KM 2742234.1 |
 DE2317| DE2315 AUGUSTA ENTERPRISE S CUPOLA         APPROX. 1.3 KM 2865523.4 |
 DE2317| DE2311 AUGUSTA SIBLEY POWDER CO CHIM       APPROX. 2.6 KM 3034046.1 |
 DE2317|---------------------------------------------------------------------|
 DE2317
 DE2317                          SUPERSEDED SURVEY CONTROL
 DE2317
 DE2317  NAD 83(1986)-  33 28 25.78243(N)    081 58 07.72764(W) AD(       ) 1
 DE2317  NAD 27      -  33 28 25.29700(N)    081 58 08.30900(W) AD(       ) 1
 DE2317
 DE2317.Superseded values are not recommended for survey control.
 DE2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2317.See file dsdata.txt to determine how the superseded data were derived.
 DE2317
 DE2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0998304237(NAD 83)
 DE2317
 DE2317  HISTORY     - Date     Condition        Report By
 DE2317  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2317
 DE2317                          STATION DESCRIPTION
 DE2317
 DE2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WBF)
 DE2317'IRON STAFF USED BY UNITED STATES WEATHER BUREAU TO SUPPORT
 DE2317'ITS WIND VANE AND ANEMOMETER ON TOWER AT NORTHEAST CORNER
 DE2317'OF POST OFFICE BUILDING IN AUGUSTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2322 ***********************************************************************
 DE2322  DESIGNATION -  AUGUSTA S FINANCE BLDG F POLE
 DE2322  PID         -  DE2322
 DE2322  STATE/COUNTY-  GA/RICHMOND
 DE2322  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2322
 DE2322                         *CURRENT SURVEY CONTROL
 DE2322  ___________________________________________________________________
 DE2322* NAD 83(1994)-  33 28 31.31600(N)    081 57 53.33156(W)     ADJUSTED  
 DE2322* NAVD 88     -                                                        
 DE2322  ___________________________________________________________________
 DE2322  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DE2322  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DE2322
 DE2322  HORZ ORDER  -  THIRD
 DE2322
 DE2322.The horizontal coordinates were established by classical geodetic methods
 DE2322.and adjusted by the National Geodetic Survey in September 1997..
 DE2322
 DE2322
 DE2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2322
 DE2322.The geoid height was determined by GEOID03.
 DE2322
 DE2322;                    North         East     Units Scale Factor Converg.
 DE2322;SPC GA E     -   385,336.511   218,760.084   MT  0.99990434   +0 06 40.8
 DE2322;SPC GA E     - 1,264,224.87    717,715.38   sFT  0.99990434   +0 06 40.8
 DE2322;SPC SC       -   182,514.073   519,940.909   MT  0.99979936   -0 32 05.6
 DE2322;SPC SC       -   598,799.45  1,705,842.88   iFT  0.99979936   -0 32 05.6
 DE2322;UTM  17      - 3,704,404.366   410,355.812   MT  0.99969907   -0 31 55.9
 DE2322
 DE2322                          SUPERSEDED SURVEY CONTROL
 DE2322
 DE2322  NAD 83(1986)-  33 28 31.31959(N)    081 57 53.32735(W) AD(       ) 4
 DE2322  NAD 27      -  33 28 30.82900(N)    081 57 53.91400(W) AD(       ) 3
 DE2322
 DE2322.Superseded values are not recommended for survey control.
 DE2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2322.See file dsdata.txt to determine how the superseded data were derived.
 DE2322
 DE2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1035604404(NAD 83)
 DE2322_MARKER: 62 = FLAGPOLE
 DE2322
 DE2322  HISTORY     - Date     Condition        Report By
 DE2322  HISTORY     - 1932     FIRST OBSERVED   CGS
 DE2322  HISTORY     - 1955     GOOD             CGS
 DE2322  HISTORY     - 1965     GOOD             CGS
 DE2322  HISTORY     - 19910622 GOOD             USPSQD
 DE2322
 DE2322                          STATION DESCRIPTION
 DE2322
 DE2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2322'THE BUILDING ENGINEER STATED THAT THE FLAGPOLE IS THE SAME
 DE2322'AS IN 1916.
 DE2322
 DE2322                          STATION RECOVERY (1965)
 DE2322
 DE2322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 DE2322'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE IN 1955 BY
 DE2322'W.H.B. IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 DE2322'
 DE2322'THE STATION IS THE METAL FLAGPOLE ATOP THE TALLEST BUILDING IN
 DE2322'AUGUSTA WHICH IS ON THE NORTH SIDE OF BROAD STREET.  IT IS 245 FEET
 DE2322'HIGH.
 DE2322
 DE2322                          STATION RECOVERY (1991)
 DE2322
 DE2322'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2311 ***********************************************************************
 DE2311  DESIGNATION -  AUGUSTA SIBLEY POWDER CO CHIM
 DE2311  PID         -  DE2311
 DE2311  STATE/COUNTY-  GA/RICHMOND
 DE2311  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2311
 DE2311                         *CURRENT SURVEY CONTROL
 DE2311  ___________________________________________________________________
 DE2311* NAD 83(1994)-  33 29 13.17916(N)    081 59 32.63580(W)     ADJUSTED  
 DE2311* NAVD 88     -                                                        
 DE2311  ___________________________________________________________________
 DE2311  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 DE2311  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DE2311
 DE2311  HORZ ORDER  -  THIRD
 DE2311
 DE2311.The horizontal coordinates were established by classical geodetic methods
 DE2311.and adjusted by the National Geodetic Survey in September 1997..
 DE2311
 DE2311
 DE2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2311
 DE2311.The geoid height was determined by GEOID03.
 DE2311
 DE2311;                    North         East     Units Scale Factor Converg.
 DE2311;SPC GA E     -   386,621.513   216,194.222   MT  0.99990323   +0 05 46.1
 DE2311;SPC GA E     - 1,268,440.75    709,297.21   sFT  0.99990323   +0 05 46.1
 DE2311;SPC SC       -   183,827.797   517,389.972   MT  0.99979869   -0 33 00.7
 DE2311;SPC SC       -   603,109.57  1,697,473.66   iFT  0.99979869   -0 33 00.7
 DE2311;UTM  17      - 3,705,717.845   407,805.062   MT  0.99970479   -0 32 51.3
 DE2311
 DE2311                          SUPERSEDED SURVEY CONTROL
 DE2311
 DE2311  NAD 83(1986)-  33 29 13.18348(N)    081 59 32.63080(W) AD(       ) 4
 DE2311  NAD 27      -  33 29 12.69100(N)    081 59 33.21900(W) AD(       ) 3
 DE2311
 DE2311.Superseded values are not recommended for survey control.
 DE2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2311.See file dsdata.txt to determine how the superseded data were derived.
 DE2311
 DE2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0780505718(NAD 83)
 DE2311_MARKER: 85 = CHIMNEY
 DE2311
 DE2311  HISTORY     - Date     Condition        Report By
 DE2311  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2311  HISTORY     - 1955     GOOD             CGS
 DE2311  HISTORY     - 1965     GOOD             CGS
 DE2311  HISTORY     - 1976     GOOD             NGS
 DE2311  HISTORY     - 19910622 GOOD             USPSQD
 DE2311
 DE2311                          STATION DESCRIPTION
 DE2311
 DE2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2311'RECOVERED IT BEARS A NAMEPLATE STONE IDENTIFYING IT AS
 DE2311'A HISTORICAL MONUMENT.
 DE2311
 DE2311                          STATION RECOVERY (1965)
 DE2311
 DE2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 DE2311'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 DE2311'W.H.B. IN 1955 IS INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 DE2311'
 DE2311'THE STATION IS THE SQUARE BRICK STACK ON THE EAST SIDE OF GOODRICH
 DE2311'STREET AND IS AT THE GRANITEVILLE COMPANY SIBLEY DIV. TEXTILE MILL
 DE2311'IN AUGUSTA.  IT IS A MEMORIAL TO THE CONFERDERATE ARMY AND IS 153
 DE2311'FEET HIGH.
 DE2311
 DE2311                          STATION RECOVERY (1976)
 DE2311
 DE2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 DE2311'THE STATION WAS RECOVERED AS DESCRIBED.
 DE2311
 DE2311                          STATION RECOVERY (1991)
 DE2311
 DE2311'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2321 ***********************************************************************
 DE2321  DESIGNATION -  AUGUSTA ST PATRICKS CH SPIRE
 DE2321  PID         -  DE2321
 DE2321  STATE/COUNTY-  GA/RICHMOND
 DE2321  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2321
 DE2321                         *CURRENT SURVEY CONTROL
 DE2321  ___________________________________________________________________
 DE2321* NAD 83(1994)-  33 28 18.17427(N)    081 58 00.46717(W)     ADJUSTED  
 DE2321* NAVD 88     -                                                        
 DE2321  ___________________________________________________________________
 DE2321  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DE2321  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE2321
 DE2321  HORZ ORDER  -  THIRD
 DE2321
 DE2321.The horizontal coordinates were established by classical geodetic methods
 DE2321.and adjusted by the National Geodetic Survey in September 1997..
 DE2321
 DE2321
 DE2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2321
 DE2321.The geoid height was determined by GEOID03.
 DE2321
 DE2321;                    North         East     Units Scale Factor Converg.
 DE2321;SPC GA E     -   384,931.309   218,576.645   MT  0.99990425   +0 06 36.8
 DE2321;SPC GA E     - 1,262,895.47    717,113.54   sFT  0.99990425   +0 06 36.8
 DE2321;SPC SC       -   182,111.008   519,752.932   MT  0.99979957   -0 32 09.6
 DE2321;SPC SC       -   597,477.06  1,705,226.15   iFT  0.99979957   -0 32 09.6
 DE2321;UTM  17      - 3,704,001.333   410,167.873   MT  0.99969949   -0 31 59.7
 DE2321
 DE2321                          SUPERSEDED SURVEY CONTROL
 DE2321
 DE2321  NAD 83(1986)-  33 28 18.17820(N)    081 58 00.46212(W) AD(       ) 4
 DE2321  NAD 27      -  33 28 17.68900(N)    081 58 01.04500(W) AD(       ) 3
 DE2321
 DE2321.Superseded values are not recommended for survey control.
 DE2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2321.See file dsdata.txt to determine how the superseded data were derived.
 DE2321
 DE2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1016804001(NAD 83)
 DE2321_MARKER: 90 = CHURCH SPIRE
 DE2321
 DE2321  HISTORY     - Date     Condition        Report By
 DE2321  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2321  HISTORY     - 1955     GOOD             CGS
 DE2321  HISTORY     - 19910622 GOOD             USPSQD
 DE2321
 DE2321                          STATION DESCRIPTION
 DE2321
 DE2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2321'RECOVERED
 DE2321'
 DE2321'THE STATION IS ON THE CORNER OF TELFAIR AND 8TH STREETS.  IT
 DE2321'WAS OBSERVED ALSO IN 1932.  THERE IS NO VISIBLE EVIDENCE OF
 DE2321'ANY CHANGE, AND NEARBY RESIDENTS COULD REMEMBER NONE.
 DE2321
 DE2321                          STATION RECOVERY (1991)
 DE2321
 DE2321'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2307 ***********************************************************************
 DE2307  DESIGNATION -  AUGUSTA ST PAULS EPIS CH SPIRE
 DE2307  PID         -  DE2307
 DE2307  STATE/COUNTY-  GA/RICHMOND
 DE2307  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2307
 DE2307                         *CURRENT SURVEY CONTROL
 DE2307  ___________________________________________________________________
 DE2307* NAD 83(1994)-  33 28 32.82987(N)    081 57 40.54917(W)     ADJUSTED  
 DE2307* NAVD 88     -                                                        
 DE2307  ___________________________________________________________________
 DE2307  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 DE2307  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DE2307
 DE2307  HORZ ORDER  -  THIRD
 DE2307
 DE2307.The horizontal coordinates were established by classical geodetic methods
 DE2307.and adjusted by the National Geodetic Survey in September 1997..
 DE2307
 DE2307
 DE2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2307
 DE2307.The geoid height was determined by GEOID03.
 DE2307
 DE2307;                    North         East     Units Scale Factor Converg.
 DE2307;SPC GA E     -   385,383.794   219,089.989   MT  0.99990449   +0 06 47.9
 DE2307;SPC GA E     - 1,264,380.00    718,797.74   sFT  0.99990449   +0 06 47.9
 DE2307;SPC SC       -   182,557.628   520,271.292   MT  0.99979933   -0 31 58.5
 DE2307;SPC SC       -   598,942.35  1,706,926.81   iFT  0.99979933   -0 31 58.5
 DE2307;UTM  17      - 3,704,447.932   410,686.160   MT  0.99969834   -0 31 48.9
 DE2307
 DE2307                          SUPERSEDED SURVEY CONTROL
 DE2307
 DE2307  NAD 83(1986)-  33 28 32.83438(N)    081 57 40.54419(W) AD(       ) 4
 DE2307  NAD 27      -  33 28 32.35000(N)    081 57 41.12600(W) AD(       ) 3
 DE2307
 DE2307.Superseded values are not recommended for survey control.
 DE2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2307.See file dsdata.txt to determine how the superseded data were derived.
 DE2307
 DE2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1068604448(NAD 83)
 DE2307_MARKER: 90 = CHURCH SPIRE
 DE2307
 DE2307  HISTORY     - Date     Condition        Report By
 DE2307  HISTORY     - 1902     FIRST OBSERVED   CGS
 DE2307  HISTORY     - 1955     SEE DESCRIPTION  CGS
 DE2307  HISTORY     - 1965     GOOD             CGS
 DE2307  HISTORY     - 19910622 GOOD             USPSQD
 DE2307
 DE2307                          STATION DESCRIPTION
 DE2307
 DE2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2307'RECOVERED
 DE2307'
 DE2307'THIS CHURCH IS AN OLD LANDMARK IN AUGUSTA, AND ONE POLICEMAN
 DE2307'THOUGHT IT THE OLDEST IN THE CITY.  TO THE PRESENT WRITER, IT
 DE2307'SEEMS MORE A FINIAL ON A CUPOLA THAN A SPIRE.  THE MANAGER
 DE2307'OF THE BUSINESS NEXT DOOR STATED THAT THERE HAVE BEEN NO
 DE2307'CHANGES OTHER THAN ROOF COVERING RENEWAL SINCE 1929.  EVIDENTLY
 DE2307'IT WAS NOT OBSERVED AGAIN IN 1932.
 DE2307
 DE2307                          STATION RECOVERY (1965)
 DE2307
 DE2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 DE2307'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY W.H.B. IN
 DE2307'1955 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 DE2307'
 DE2307'STATION IS A METAL COVERED DOME SHAPED CUPOLA ON THE SOUTHERN END OF
 DE2307'THE CHURCH AND ON THE CORNER OF REYNOLDS STREET AND 6TH STREET.  IT
 DE2307'IS 111 FEET HIGH.
 DE2307
 DE2307                          STATION RECOVERY (1991)
 DE2307
 DE2307'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DE2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1302 ***********************************************************************
 DF1302  DESIGNATION -  AUGUSTA US ARSENAL FLAGSTAFF
 DF1302  PID         -  DF1302
 DF1302  STATE/COUNTY-  GA/RICHMOND
 DF1302  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1302
 DF1302                         *CURRENT SURVEY CONTROL
 DF1302  ___________________________________________________________________
 DF1302* NAD 83(1994)-  33 28 33.12896(N)    082 01 24.24270(W)     ADJUSTED  
 DF1302* NAVD 88     -                                                        
 DF1302  ___________________________________________________________________
 DF1302  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 DF1302  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DF1302
 DF1302  HORZ ORDER  -  THIRD
 DF1302
 DF1302.The horizontal coordinates were established by classical geodetic methods
 DF1302.and adjusted by the National Geodetic Survey in September 1997..
 DF1302
 DF1302
 DF1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1302
 DF1302.The geoid height was determined by GEOID03.
 DF1302
 DF1302;                    North         East     Units Scale Factor Converg.
 DF1302;SPC GA E     -   385,383.316   213,315.000   MT  0.99990219   +0 04 44.5
 DF1302;SPC GA E     - 1,264,378.43    699,850.96   sFT  0.99990219   +0 04 44.5
 DF1302;SPC SC       -   182,622.284   514,497.265   MT  0.99979933   -0 34 02.5
 DF1302;SPC SC       -   599,154.48  1,687,983.15   iFT  0.99979933   -0 34 02.5
 DF1302;UTM  17      - 3,704,512.305   404,912.675   MT  0.99971147   -0 33 52.3
 DF1302
 DF1302                          SUPERSEDED SURVEY CONTROL
 DF1302
 DF1302  NAD 83(1986)-  33 28 33.13333(N)    082 01 24.23757(W) AD(       ) 4
 DF1302  NAD 27      -  33 28 32.65000(N)    082 01 24.80500(W) AD(       ) 3
 DF1302
 DF1302.Superseded values are not recommended for survey control.
 DF1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1302.See file dsdata.txt to determine how the superseded data were derived.
 DF1302
 DF1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0491304512(NAD 83)
 DF1302_MARKER: 83 = FLAGSTAFF
 DF1302
 DF1302  HISTORY     - Date     Condition        Report By
 DF1302  HISTORY     - 1902     FIRST OBSERVED   CGS
 DF1302  HISTORY     - 1955     GOOD             CGS
 DF1302  HISTORY     - 1976     GOOD             NGS
 DF1302  HISTORY     - 19910622 GOOD             USPSQD
 DF1302
 DF1302                          STATION DESCRIPTION
 DF1302
 DF1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DF1302'THE EXECUTIVE OFFICER ON DUTY, MAJOR WICKLIFFE, CONTACTED
 DF1302'ONE OF THE LONGEST-SERVICE EMPLOYEES AT THE ARSENAL, A WOMAN
 DF1302'EMPLOYED THERE SINCE 1909.  SHE DID NOT REMEMBER ANY OTHER
 DF1302'THAN THE PRESENT FLAGSTAFF IN ITS PRESENT LOCATION.
 DF1302'
 DF1302'THE STAFF IS FLUTED IRON (POSSIBLY A BUNDLE OF PIPE BANDED
 DF1302'TIGHTLY TOGETHER) IN THE LOWER HALF AND TAPERED PIPE IN THE
 DF1302'UPPER HALF.  THE UPPER HALF IS OFFSET ABOUT 2 FEET TO THE
 DF1302'NORTHEASTWARD, AND THE WHOLE IS AN ESTIMATED 60 FEET HIGH.  IT
 DF1302'STANDS IN A CANNON-STUDDED ENCLOSURE ABOUT 175 FEET SSE OF
 DF1302'THE ENTRANCE TO HEADQUARTERS BUILDING.
 DF1302
 DF1302                          STATION RECOVERY (1976)
 DF1302
 DF1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 DF1302'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 330822, STA 1023.  THE
 DF1302'PROPERTY THE STATION IS ON NOW IS THE AUGUSTA COLLEGE.
 DF1302
 DF1302                          STATION RECOVERY (1991)
 DF1302
 DF1302'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DF1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1304 ***********************************************************************
 DF1304  DESIGNATION -  AUGUSTA VA HOSP BLDG TANK
 DF1304  PID         -  DF1304
 DF1304  STATE/COUNTY-  GA/RICHMOND
 DF1304  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1304
 DF1304                         *CURRENT SURVEY CONTROL
 DF1304  ___________________________________________________________________
 DF1304* NAD 83(1994)-  33 28 27.01881(N)    082 02 49.68913(W)     ADJUSTED  
 DF1304* NAVD 88     -                                                        
 DF1304  ___________________________________________________________________
 DF1304  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF1304  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DF1304
 DF1304  HORZ ORDER  -  THIRD
 DF1304
 DF1304.The horizontal coordinates were established by classical geodetic methods
 DF1304.and adjusted by the National Geodetic Survey in September 1997..
 DF1304
 DF1304
 DF1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1304
 DF1304.The geoid height was determined by GEOID03.
 DF1304
 DF1304;                    North         East     Units Scale Factor Converg.
 DF1304;SPC GA E     -   385,192.296   211,109.295   MT  0.99990152   +0 03 57.3
 DF1304;SPC GA E     - 1,263,751.72    692,614.41   sFT  0.99990152   +0 03 57.3
 DF1304;SPC SC       -   182,456.178   512,289.772   MT  0.99979943   -0 34 49.9
 DF1304;SPC SC       -   598,609.51  1,680,740.72   iFT  0.99979943   -0 34 49.9
 DF1304;UTM  17      - 3,704,346.102   402,705.379   MT  0.99971670   -0 34 39.4
 DF1304
 DF1304                          SUPERSEDED SURVEY CONTROL
 DF1304
 DF1304  NAD 83(1986)-  33 28 27.02261(N)    082 02 49.68463(W) AD(       ) 4
 DF1304  NAD 27      -  33 28 26.53530(N)    082 02 50.26747(W) AD(       ) 3
 DF1304
 DF1304.Superseded values are not recommended for survey control.
 DF1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1304.See file dsdata.txt to determine how the superseded data were derived.
 DF1304
 DF1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0270504346(NAD 83)
 DF1304
 DF1304  HISTORY     - Date     Condition        Report By
 DF1304  HISTORY     - UNK      MONUMENTED
 DF1304  HISTORY     - 1971     GOOD             NGS
 DF1304  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 DF1304
 DF1304                          STATION DESCRIPTION
 DF1304
 DF1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA)
 DF1304'THE TANK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION IS
 DF1304'NOW THE VETERANS ADMINSTRATION HOSPITAL FOREST HILLS DIVISION.
 DF1304'THERE IS NO LONGER A BEACON ON TOP OF THE BUILDING.  A WATER TANK IS
 DF1304'THE HIGHEST PART OF THE BUILDING AND LOCATED ABOUT CENTER.
 DF1304'
 DF1304'THE STATION IS THE APEX OF A WATER TANK ATOP THE 10 STORY WHITE
 DF1304'BUILDING THAT IS ABOUT 130 FEET HIGH.
 DF1304'
 DF1304'THE STATION IS LOCATED IN THE FOREST HILLS SECTION OF WEST
 DF1304'AUGUSTA.
 DF1304'
 DF1304'TO REACH THE STATION FROM THE JUNCTION OF WRIGHTSBORO ROAD AND
 DF1304'MAGNOLIA DRIVE IN FOREST HILLS, GO NORTH ON MAGNOLIA DRIVE FOR 0.25
 DF1304'MILE TO STATION ON LEFT.
 DF1304'
 DF1304'THE STATION IS PROPERTY OF THE U.S. GOVERNMENT.
 DF1304'
 DF1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN AUGUSTA.
 DF1304
 DF1304                          STATION RECOVERY (1991)
 DF1304
 DF1304'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DF1304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1213 ***********************************************************************
 DF1213  DESIGNATION -  AUGUSTA WASHINGTON RD TK
 DF1213  PID         -  DF1213
 DF1213  STATE/COUNTY-  GA/RICHMOND
 DF1213  USGS QUAD   -  MARTINEZ (1980)
 DF1213
 DF1213                         *CURRENT SURVEY CONTROL
 DF1213  ___________________________________________________________________
 DF1213* NAD 83(1994)-  33 30 29.36208(N)    082 01 20.99501(W)     ADJUSTED  
 DF1213* NAVD 88     -                                                        
 DF1213  ___________________________________________________________________
 DF1213  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DF1213  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DF1213
 DF1213  HORZ ORDER  -  THIRD
 DF1213
 DF1213.The horizontal coordinates were established by classical geodetic methods
 DF1213.and adjusted by the National Geodetic Survey in September 1997..
 DF1213
 DF1213
 DF1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1213
 DF1213.The geoid height was determined by GEOID03.
 DF1213
 DF1213;                    North         East     Units Scale Factor Converg.
 DF1213;SPC GA E     -   388,964.132   213,393.872   MT  0.99990221   +0 04 46.5
 DF1213;SPC GA E     - 1,276,126.49    700,109.73   sFT  0.99990221   +0 04 46.5
 DF1213;UTM  17      - 3,708,091.326   405,031.756   MT  0.99971119   -0 33 52.3
 DF1213
 DF1213                          SUPERSEDED SURVEY CONTROL
 DF1213
 DF1213  NAD 83(1986)-  33 30 29.36659(N)    082 01 20.99024(W) AD(       ) 4
 DF1213  NAD 27      -  33 30 28.88074(N)    082 01 21.57312(W) AD(       ) 3
 DF1213
 DF1213.Superseded values are not recommended for survey control.
 DF1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1213.See file dsdata.txt to determine how the superseded data were derived.
 DF1213
 DF1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0503208091(NAD 83)
 DF1213_MARKER: 53 = ELEVATED TANK
 DF1213
 DF1213  HISTORY     - Date     Condition        Report By
 DF1213  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1213  HISTORY     - 19910622 GOOD             USPSQD
 DF1213
 DF1213                          STATION DESCRIPTION
 DF1213
 DF1213'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1213'THE STATION, AUGUSTA WASHINGTON ROAD TANK, IS THE APEX OF VENT
 DF1213'LOCATED ABOUT 35 METERS (100 FT) ABOVE THE SURFACE OF THE GROUND
 DF1213'ON TOP OF A PALE GREEN WATER TANK WITH A DOME SHAPED TOP AND
 DF1213'TEN TUBULAR LEGS.
 DF1213'OWNERSHIP--CITY OF AUGUSTA.
 DF1213'
 DF1213'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)NORTH-NORTH
 DF1213'WEST OF DOWNTOWN AUGUSTA, AND 1.5 KM (1 MI) EAST OF THE
 DF1213'JUNCTION OF INTERSTATE 20 WITH WASHINGTON ROAD.
 DF1213'
 DF1213'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 WITH
 DF1213'STATE ROUTE 28 (WASHINGTON ROAD) GO SOUTH ALONG STATE ROUTE 28
 DF1213'FOR 2.0 KM (1.25 MI) TO THE JUNCTION OF BERKMAN ROAD.
 DF1213'AND THE STATION IN THE SOUTH ANGLE OF THE INTERSECTION.
 DF1213
 DF1213                          STATION RECOVERY (1991)
 DF1213
 DF1213'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DF1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1331 ***********************************************************************
 DF1331  DESIGNATION -  AUGUSTA WEST SIDE TANK
 DF1331  PID         -  DF1331
 DF1331  STATE/COUNTY-  GA/RICHMOND
 DF1331  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1331
 DF1331                         *CURRENT SURVEY CONTROL
 DF1331  ___________________________________________________________________
 DF1331* NAD 83(1994)-  33 29 19.69869(N)    082 04 23.96228(W)     ADJUSTED  
 DF1331* NAVD 88     -                                                        
 DF1331  ___________________________________________________________________
 DF1331  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 DF1331  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 DF1331
 DF1331  HORZ ORDER  -  THIRD
 DF1331
 DF1331.The horizontal coordinates were established by classical geodetic methods
 DF1331.and adjusted by the National Geodetic Survey in September 1997..
 DF1331
 DF1331
 DF1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1331
 DF1331.The geoid height was determined by GEOID03.
 DF1331
 DF1331;                    North         East     Units Scale Factor Converg.
 DF1331;SPC GA E     -   386,812.664   208,673.995   MT  0.99990093   +0 03 05.4
 DF1331;SPC GA E     - 1,269,067.88    684,624.60   sFT  0.99990093   +0 03 05.4
 DF1331;UTM  17      - 3,705,993.427   400,288.874   MT  0.99972257   -0 35 32.2
 DF1331
 DF1331                          SUPERSEDED SURVEY CONTROL
 DF1331
 DF1331  NAD 83(1986)-  33 29 19.70327(N)    082 04 23.95740(W) AD(       ) 4
 DF1331  NAD 27      -  33 29 19.21539(N)    082 04 24.53403(W) AD(       ) 3
 DF1331
 DF1331.Superseded values are not recommended for survey control.
 DF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1331.See file dsdata.txt to determine how the superseded data were derived.
 DF1331
 DF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0028905993(NAD 83)
 DF1331_MARKER: 53 = ELEVATED TANK
 DF1331
 DF1331  HISTORY     - Date     Condition        Report By
 DF1331  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1331  HISTORY     - 19910622 GOOD             USPSQD
 DF1331
 DF1331                          STATION DESCRIPTION
 DF1331
 DF1331'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1331'THE STATION, AUGUSTA WEST SIDE TANK, IS THE APEX OF VENT ON TOP
 DF1331'OF A WHITE WATER TANK ABOUT 35 METERS (110 FT) ABOVE THE
 DF1331'SURFACE OF THE GROUND.  IT HAS A DOME SHAPED TOP WITH A
 DF1331'HEMISPHERICAL BOTTOM SUPPORTED BY EIGHT TUBULAR SHAPED LEGS.
 DF1331'OWNERSHIP--CITY OF AUGUSTA.
 DF1331'
 DF1331'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF
 DF1331'MARTINEZ AND 65 METERS (200 FT) EAST OF THE CENTERLINE
 DF1331'OF WALTON WAY.
 DF1331'
 DF1331'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 WITH
 DF1331'INTERSTATE 520 (BOBBY JONES EXPRESSWAY) GO SOUTH ALONG
 DF1331'INTERSTATE 520 FOR 1.0 KM (0.65) MILE EXITING TO THE
 DF1331'JUNCTION OF WHEELER ROAD CROSSING.  TURN LEFT
 DF1331'GOING EAST ALONG WHEELER ROAD FOR 1.0 KM
 DF1331'(0.65 MI) TO THE JUNCTION OF WALTON WAY CROSSING.  TURN
 DF1331'LEFT GOING NORTH ALONG WALTON WAY FOR 0.1 KM
 DF1331'(0.05 MI) TO THE STATION ON THE RIGHT.
 DF1331
 DF1331                          STATION RECOVERY (1991)
 DF1331
 DF1331'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 DF1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1300 ***********************************************************************
 DF1300  DESIGNATION -  AUGUSTA WHSE AND COMP TANK
 DF1300  PID         -  DF1300
 DF1300  STATE/COUNTY-  GA/RICHMOND
 DF1300  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1300
 DF1300                         *CURRENT SURVEY CONTROL
 DF1300  ___________________________________________________________________
 DF1300* NAD 83(1994)-  33 27 48.82708(N)    082 00 08.21326(W)     ADJUSTED  
 DF1300* NAVD 88     -                                                        
 DF1300  ___________________________________________________________________
 DF1300  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 DF1300  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DF1300
 DF1300  HORZ ORDER  -  THIRD
 DF1300
 DF1300.The horizontal coordinates were established by classical geodetic methods
 DF1300.and adjusted by the National Geodetic Survey in September 1997..
 DF1300
 DF1300
 DF1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1300
 DF1300.The geoid height was determined by GEOID03.
 DF1300
 DF1300;                    North         East     Units Scale Factor Converg.
 DF1300;SPC GA E     -   384,021.455   215,279.968   MT  0.99990288   +0 05 26.3
 DF1300;SPC GA E     - 1,259,910.39    706,297.70   sFT  0.99990288   +0 05 26.3
 DF1300;SPC SC       -   181,238.486   516,446.545   MT  0.99980007   -0 33 20.4
 DF1300;SPC SC       -   594,614.46  1,694,378.43   iFT  0.99980007   -0 33 20.4
 DF1300;UTM  17      - 3,703,128.731   406,861.849   MT  0.99970695   -0 33 09.7
 DF1300
 DF1300                          SUPERSEDED SURVEY CONTROL
 DF1300
 DF1300  NAD 83(1986)-  33 27 48.83087(N)    082 00 08.20838(W) AD(       ) 4
 DF1300  NAD 27      -  33 27 48.34000(N)    082 00 08.79000(W) AD(       ) 3
 DF1300
 DF1300.Superseded values are not recommended for survey control.
 DF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1300.See file dsdata.txt to determine how the superseded data were derived.
 DF1300
 DF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0686203129(NAD 83)
 DF1300_MARKER: 53 = ELEVATED TANK
 DF1300
 DF1300  HISTORY     - Date     Condition        Report By
 DF1300  HISTORY     - 1932     FIRST OBSERVED   CGS
 DF1300  HISTORY     - 1955     GOOD             CGS
 DF1300  HISTORY     - 1957     GOOD             CGS
 DF1300
 DF1300                          STATION DESCRIPTION
 DF1300
 DF1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DF1300'RECOVERED EXCEPT THAT THE NAME OF THE OWNER IS GULF ATLANTIC
 DF1300'WAREHOUSE CO. PERSONNEL IN THE COMPANY OFFICE STATED THAT
 DF1300'THE TANK IS THE SAME AS IN 1932.
 DF1300
 DF1300                          STATION RECOVERY (1957)
 DF1300
 DF1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 DF1300'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3246 ***********************************************************************
 DG3246  DESIGNATION -  AUSTELL USE MICROWAVE
 DG3246  PID         -  DG3246
 DG3246  STATE/COUNTY-  GA/DOUGLAS
 DG3246  USGS QUAD   -  BEN HILL (1982)
 DG3246
 DG3246                         *CURRENT SURVEY CONTROL
 DG3246  ___________________________________________________________________
 DG3246* NAD 83(1994)-  33 45 00.11536(N)    084 37 01.95510(W)     ADJUSTED  
 DG3246* NAVD 88     -                                                        
 DG3246  ___________________________________________________________________
 DG3246  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DG3246  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG3246
 DG3246  HORZ ORDER  -  THIRD
 DG3246
 DG3246.The horizontal coordinates were established by classical geodetic methods
 DG3246.and adjusted by the National Geodetic Survey in September 1997..
 DG3246
 DG3246
 DG3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3246
 DG3246.The geoid height was determined by GEOID03.
 DG3246
 DG3246;                    North         East     Units Scale Factor Converg.
 DG3246;SPC GA W     -   415,871.162   658,259.158   MT  0.99992147   -0 15 01.1
 DG3246;SPC GA W     - 1,364,403.97  2,159,638.59   sFT  0.99992147   -0 15 01.1
 DG3246;UTM  16      - 3,736,991.235   720,712.503   MT  1.00020058   +1 19 27.6
 DG3246
 DG3246                          SUPERSEDED SURVEY CONTROL
 DG3246
 DG3246  NAD 83(1994)-  33 45 00.12098(N)    084 37 01.95612(W) AD(       ) 4
 DG3246  NAD 83(1986)-  33 45 00.12141(N)    084 37 01.95610(W) AD(       ) 4
 DG3246  NAD 27      -  33 44 59.73583(N)    084 37 02.19770(W) AD(       ) 3
 DG3246
 DG3246.Superseded values are not recommended for survey control.
 DG3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3246.See file dsdata.txt to determine how the superseded data were derived.
 DG3246
 DG3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2071336991(NAD 83)
 DG3246_MARKER: 44 = MICROWAVE MAST
 DG3246
 DG3246  HISTORY     - Date     Condition        Report By
 DG3246  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3246
 DG3246                          STATION DESCRIPTION
 DG3246
 DG3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG3246'THE STATION IS THE TOP CENTER OF THE U.S. CORPS OF ENGINEERS
 DG3246'MICROWAVE MAST.  IT IS A SKELETON STEEL, GUYED MAST, WITH TWO
 DG3246'DISH SHAPED ANTENNAS ON TOP.  THE MAST IS GRAY IN COLOR AND IS
 DG3246'APPROXIMATELY 90 FEET HIGH.
 DG3246'
 DG3246'STATION IS LOCATED 7.6 MILES EAST OF DOUGLASVILLE, 4.5 MILES
 DG3246'SOUTH-SOUTHEAST OF AUSTELL AND 1.8 MILES SOUTH OF INTERSTATE
 DG3246'HIGHWAY 20, ON THE HIGHEST HILL IN THE VICINITY AND AT THE SITE
 DG3246'OF TRIANGULATION STATION TED.
 DG3246'
 DG3246'A TRAVERSE TIE WAS MADE TO TED, THE DISTANCE BEING 60.0 FEET,
 DG3246'18.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1402 ***********************************************************************
 BR1402  DESIGNATION -  AUXILIARY
 BR1402  PID         -  BR1402
 BR1402  STATE/COUNTY-  GA/MCINTOSH
 BR1402  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR1402
 BR1402                         *CURRENT SURVEY CONTROL
 BR1402  ___________________________________________________________________
 BR1402* NAD 83(1994)-  31 20 22.27615(N)    081 19 36.07867(W)     ADJUSTED  
 BR1402* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1402  ___________________________________________________________________
 BR1402  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BR1402  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 BR1402
 BR1402  HORZ ORDER  -  THIRD
 BR1402
 BR1402.The horizontal coordinates were established by classical geodetic methods
 BR1402.and adjusted by the National Geodetic Survey in September 1997..
 BR1402
 BR1402.The orthometric height was scaled from a topographic map.
 BR1402
 BR1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1402
 BR1402.The geoid height was determined by GEOID03.
 BR1402
 BR1402;                    North         East     Units Scale Factor Converg.
 BR1402;SPC GA E     -   148,794.339   279,929.191   MT  0.99997877   +0 26 12.9
 BR1402;SPC GA E     -   488,169.43    918,401.02   sFT  0.99997877   +0 26 12.9
 BR1402;UTM  17      - 3,467,276.477   468,923.302   MT  0.99961191   -0 10 11.7
 BR1402
 BR1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1402!SPC GA E     -   1.00000443  x   0.99997877  =   0.99998320
 BR1402!UTM  17      -   1.00000443  x   0.99961191  =   0.99961634
 BR1402
 BR1402                          SUPERSEDED SURVEY CONTROL
 BR1402
 BR1402  NAD 83(1986)-  31 20 22.28869(N)    081 19 36.08313(W) AD(       ) 3
 BR1402  NAD 27      -  31 20 21.46600(N)    081 19 36.73200(W) AD(       ) 3
 BR1402
 BR1402.Superseded values are not recommended for survey control.
 BR1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1402.See file dsdata.txt to determine how the superseded data were derived.
 BR1402
 BR1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6892367276(NAD 83)
 BR1402
 BR1402  HISTORY     - Date     Condition        Report By
 BR1402  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1402  HISTORY     - 1952     GOOD             CGS
 BR1402  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1402
 BR1402                          STATION DESCRIPTION
 BR1402
 BR1402'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1402'A STATION OF THE U S E D ON THE SW POINT OF WOLF ISLAND ABOUT 1/2
 BR1402'MILE NORTH OF THE MOUTH OF LITTLE MUD RIVER.  STATION IS MARKED BY
 BR1402'A STAND AND A 4 X 6 POST.  THIS STATION WAS LOCATED BY INTERSECTION.
 BR1402
 BR1402                          STATION RECOVERY (1952)
 BR1402
 BR1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1402'STATION WAS RECOVERED AS DESCRIBED.  THE STAND AND POST ARE IN
 BR1402'FAIR CONDITION.
 BR1402
 BR1402                          STATION RECOVERY (1965)
 BR1402
 BR1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1402'LOST.  NO STAND OR POST COULD BE FOUND IN THE AREA OF THE PLOTTED
 BR1402'POSITION.  IT IS RECOMMENDED THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1689 ***********************************************************************
 DF1689  DESIGNATION -  AVERA MUN TANK
 DF1689  PID         -  DF1689
 DF1689  STATE/COUNTY-  GA/JEFFERSON
 DF1689  USGS QUAD   -  GIBSON (1972)
 DF1689
 DF1689                         *CURRENT SURVEY CONTROL
 DF1689  ___________________________________________________________________
 DF1689* NAD 83(1994)-  33 11 41.15132(N)    082 31 39.75553(W)     ADJUSTED  
 DF1689* NAVD 88     -                                                        
 DF1689  ___________________________________________________________________
 DF1689  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DF1689  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF1689
 DF1689  HORZ ORDER  -  THIRD
 DF1689
 DF1689.The horizontal coordinates were established by classical geodetic methods
 DF1689.and adjusted by the National Geodetic Survey in September 1997..
 DF1689
 DF1689
 DF1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1689
 DF1689.The geoid height was determined by GEOID03.
 DF1689
 DF1689;                    North         East     Units Scale Factor Converg.
 DF1689;SPC GA E     -   354,257.852   166,336.955   MT  0.99991397   -0 11 51.6
 DF1689;SPC GA E     - 1,162,260.97    545,723.83   sFT  0.99991397   -0 11 51.6
 DF1689;UTM  17      - 3,673,918.423   357,595.275   MT  0.99985003   -0 50 11.6
 DF1689
 DF1689                          SUPERSEDED SURVEY CONTROL
 DF1689
 DF1689  NAD 83(1986)-  33 11 41.15629(N)    082 31 39.75253(W) AD(       ) 4
 DF1689  NAD 27      -  33 11 40.62884(N)    082 31 40.28972(W) AD(       ) 3
 DF1689
 DF1689.Superseded values are not recommended for survey control.
 DF1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1689.See file dsdata.txt to determine how the superseded data were derived.
 DF1689
 DF1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5759573918(NAD 83)
 DF1689_MARKER: 53 = ELEVATED TANK
 DF1689
 DF1689  HISTORY     - Date     Condition        Report By
 DF1689  HISTORY     - 1977     FIRST OBSERVED   NGS
 DF1689
 DF1689                          STATION DESCRIPTION
 DF1689
 DF1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 DF1689'THE STATION IS THE APEX OF THE VENT ATOP THE AVERA
 DF1689'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 DF1689'WITH A DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 DF1689'FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR AND
 DF1689'APPROXIMATELY 120 FEET HIGH.
 DF1689'
 DF1689'LOCATED IN THE CENTER OF AVERA, 225 FEET NORTHWEST OF THE
 DF1689'CENTERLINE OF STATE HIGHWAY 80 AND 135 FEET NORTH OF THE
 DF1689'NORTHWEST CORNER OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0899 ***********************************************************************
 CL0899  DESIGNATION -  AVES=G 19
 CL0899  PID         -  CL0899
 CL0899  STATE/COUNTY-  GA/BIBB
 CL0899  USGS QUAD   -  MACON EAST (1985)
 CL0899
 CL0899                         *CURRENT SURVEY CONTROL
 CL0899  ___________________________________________________________________
 CL0899* NAD 83(1994)-  32 45 29.20865(N)    083 35 57.38977(W)     ADJUSTED  
 CL0899* NAVD 88     -        83.754  (meters)     274.78   (feet)  POSTED    
 CL0899  ___________________________________________________________________
 CL0899  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CL0899  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CL0899  DYNAMIC HT  -          83.660 (meters)     274.47  (feet)  COMP
 CL0899  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CL0899
 CL0899  HORZ ORDER  -  FIRST
 CL0899  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL0899
 CL0899.The horizontal coordinates were established by classical geodetic methods
 CL0899.and adjusted by the National Geodetic Survey in September 1997..
 CL0899
 CL0899.The orthometric height was determined by differential leveling
 CL0899.and adjusted by the National Geodetic Survey in 1992..
 CL0899.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL0899.rate of 0.0 thru 1.0 mm/km.
 CL0899
 CL0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0899
 CL0899.The geoid height was determined by GEOID03.
 CL0899
 CL0899.The dynamic height is computed by dividing the NAVD 88
 CL0899.geopotential number by the normal gravity value computed on the
 CL0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0899.degrees latitude (g = 980.6199 gals.).
 CL0899
 CL0899.The modeled gravity was interpolated from observed gravity values.
 CL0899
 CL0899;                    North         East     Units Scale Factor Converg.
 CL0899;SPC GA W     -   305,920.733   753,163.841   MT  0.99993484   +0 18 25.3
 CL0899;SPC GA W     - 1,003,674.94  2,471,005.04   sFT  0.99993484   +0 18 25.3
 CL0899;UTM  17      - 3,627,461.883   256,491.291   MT  1.00033122   -1 24 25.7
 CL0899
 CL0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0899!SPC GA W     -   0.99999111  x   0.99993484  =   0.99992595
 CL0899!UTM  17      -   0.99999111  x   1.00033122  =   1.00032233
 CL0899
 CL0899|---------------------------------------------------------------------|
 CL0899| PID    Reference Object                     Distance      Geod. Az  |
 CL0899|                                                           dddmmss.s |
 CL0899| CY7790 AVES RM                                            05605     |
 CL0899| CL0894 PINK=F 19                           APPROX. 4.6 KM 1464035.5 |
 CL0899|---------------------------------------------------------------------|
 CL0899
 CL0899                          SUPERSEDED SURVEY CONTROL
 CL0899
 CL0899  NAD 83(1986)-  32 45 29.21275(N)    083 35 57.39038(W) AD(       ) 1
 CL0899  NAD 27      -  32 45 28.70000(N)    083 35 57.73000(W) AD(       ) 1
 CL0899  NGVD 29 (??/??/92)   83.896  (m)          275.25   (f) ADJ UNCH    1 2
 CL0899
 CL0899.Superseded values are not recommended for survey control.
 CL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0899.See file dsdata.txt to determine how the superseded data were derived.
 CL0899
 CL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5649127462(NAD 83)
 CL0899_MARKER: DS = TRIANGULATION STATION DISK
 CL0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0899_STAMPING: ELEV 275.249 G 19 AVES 1917
 CL0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0899+STABILITY: SURFACE MOTION
 CL0899
 CL0899  HISTORY     - Date     Condition        Report By
 CL0899  HISTORY     - 1917     MONUMENTED       CGS
 CL0899  HISTORY     - 1922     GOOD             CGS
 CL0899  HISTORY     - 1954     GOOD             CGS
 CL0899  HISTORY     - 1958     POOR             NGS
 CL0899
 CL0899                          STATION DESCRIPTION
 CL0899
 CL0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL0899'ABOUT 5-1/8 MILES SOUTH OF MACON TERMINAL STATION, 20 RAILS
 CL0899'SOUTH OF DRAWBRIDGE OVER OCMULGEE RIVER, ON LEFT SIDE OF
 CL0899'SOUTHERN RAILWAY TRACK, AND 2.15 METERS (7.1 FEET) FROM RAIL.
 CL0899'SURFACE MARK IS STANDARD DISK IN CONCRETE.  UNDERGROUND
 CL0899'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS LARGE NAIL
 CL0899'IN SQUARE CONCRETE POST, 5.17 METERS (17.0 FEET) FROM STATION
 CL0899'IN GRID AZIMUTH 235 DEG 47 MIN.
 CL0899
 CL0899                          STATION RECOVERY (1954)
 CL0899
 CL0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL0899'THE SWITCH STAND, MENTIONED IN THE 1935 DESCRIPTION, HAS BEEN
 CL0899'TAKEN UP.  THE STATION WAS FOUND IN GOOD CONDITION.  THE
 CL0899'REFERENCE MARK WAS NOT LOCATED.
 CL0899'
 CL0899'LOCATED 4.9 MI. SE ALONG THE SOUTHERN RAILROAD FROM THE
 CL0899'JUNCTION OF THE CENTRAL OF GEORGIA RAILROAD AT MACON JUNCTION,
 CL0899'3 RAILS NW OF A DIM ROAD CROSSING, 28 FT. E OF THE THIRD POLE
 CL0899'SE OF THE SE END OF THE DRAWBRIDGE OVER THE OCMUGLEE RIVER, AND
 CL0899'7 FT. SW OF THE SW RAIL.  IT IS A STANDARD TRIANGULATION DISK,
 CL0899'STAMPED AVES 1917 G 19 ELEV 275.249 SET 4 IN. BELOW THE
 CL0899'SURFACE OF THE GROUND AND ABOUT 2.5 FT. LOWER THAN THE TRACKS.
 CL0899'
 CL0899'THIS IS A TRAVERSE STATION.
 CL0899
 CL0899                          STATION RECOVERY (1958)
 CL0899
 CL0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CL0899'4.8 MI NW FROM HUBER.
 CL0899'ABOUT 4.75 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE POST
 CL0899'OFFICE AT HUBER, 0.1 MILE SOUTHEAST OF THE SOUTHEAST END OF THE
 CL0899'OCMULGEE RIVER BRIDGE, ABOUT 3 1/2 RAILS NORTHWEST OF THE CROSSING
 CL0899'OF BOND SWAMP ROAD, ON THE SOUTHWEST SLOPE OF A LONG FILL, 7 1/2
 CL0899'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET BELOW THE LEVEL OF
 CL0899'THE TRACK, AND SET IN TOP OF A CONCRETE POST 0.3 FOOT BELOW THE
 CL0899'SURFACE OF THE GROUND.  NOTE-- THE POST IS LOOSE IN THE GROUND AND IS
 CL0899'LEANING.  NOT INCLUDED IN RELEVELING OF 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1375 ***********************************************************************
 BR1375  DESIGNATION -  AVIATION BCN 7
 BR1375  PID         -  BR1375
 BR1375  STATE/COUNTY-  GA/MCINTOSH
 BR1375  USGS QUAD   -  DOBOY SOUND (1993)
 BR1375
 BR1375                         *CURRENT SURVEY CONTROL
 BR1375  ___________________________________________________________________
 BR1375* NAD 83(1994)-  31 28 40.61301(N)    081 20 43.61810(W)     ADJUSTED  
 BR1375* NAVD 88     -                                                        
 BR1375  ___________________________________________________________________
 BR1375  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 BR1375  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 BR1375
 BR1375  HORZ ORDER  -  THIRD
 BR1375
 BR1375.The horizontal coordinates were established by classical geodetic methods
 BR1375.and adjusted by the National Geodetic Survey in September 1997..
 BR1375
 BR1375
 BR1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1375
 BR1375.The geoid height was determined by GEOID03.
 BR1375
 BR1375;                    North         East     Units Scale Factor Converg.
 BR1375;SPC GA E     -   164,128.362   278,029.266   MT  0.99997507   +0 25 43.8
 BR1375;SPC GA E     -   538,477.80    912,167.68   sFT  0.99997507   +0 25 43.8
 BR1375;UTM  17      - 3,482,624.204   467,186.837   MT  0.99961328   -0 10 49.4
 BR1375
 BR1375                          SUPERSEDED SURVEY CONTROL
 BR1375
 BR1375  NAD 83(1986)-  31 28 40.62564(N)    081 20 43.62363(W) AD(       ) 4
 BR1375  NAD 27      -  31 28 39.81800(N)    081 20 44.25400(W) AD(       ) 3
 BR1375
 BR1375.Superseded values are not recommended for survey control.
 BR1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1375.See file dsdata.txt to determine how the superseded data were derived.
 BR1375
 BR1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6718782624(NAD 83)
 BR1375_MARKER: 22 = AIRWAY BEACON
 BR1375
 BR1375  HISTORY     - Date     Condition        Report By
 BR1375  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1375  HISTORY     - 1933     GOOD             CGS
 BR1375  HISTORY     - 1952     GOOD             CGS
 BR1375  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BR1375
 BR1375                          STATION DESCRIPTION
 BR1375
 BR1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 BR1375'LOCATED 8.0 MI. E OF EULONIA, 3.0 MI. E OF CRESCENT, AND IN
 BR1375'THE VILLAGE OF VALONIA.  BEST REACHED FROM EULONIA POST OFFICE
 BR1375'AT THE JUNCTION OF U.S. RT. 17 AND GEORGIA STATE RT. 23 BY
 BR1375'FOLLOWING U.S. RT. 17 S FOR 0.8 MI. TO A GRADED DIRT T-ROAD
 BR1375'LEADING E (SIGN--SPANISH RUINS).  TAKE DIRT ROAD AND CONTINUE
 BR1375'4.2 MI. OR 0.2 MI. BEYOND CRESCENT POST OFFICE AND TAKE RIGHT
 BR1375'MAIN FORK FOR 1.15 MI. AND TURN SHARP TO LEFT ON TO T-ROAD
 BR1375'(SIGN--VALONIA) AND CONTINUE 0.4 MI, KEEP STRAIGHT AHEAD
 BR1375'ON DIM ROAD (MAIN ROAD TURNS SHARP TO LEFT) FOR 0.1 MILE
 BR1375'TO BEACON LIGHT TOWER.
 BR1375'
 BR1375'THE REVOLVING LIGHT IS PLACED ON TOP OF A 81 FT TOWER.
 BR1375'THERE ARE 2 RED FLASHING LIGHTS ON THE PLATFORM OF THE TOWER,
 BR1375'6-1/2 FT BELOW THE WHITE REVOLVING LIGHT.  THE DISTANCE FROM
 BR1375'THE GROUND TO CENTER OF REVOLVING LIGHT IS 81 FT AND 6 IN.
 BR1375
 BR1375                          STATION RECOVERY (1933)
 BR1375
 BR1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1375'RECOVERED AS DESCRIBED.
 BR1375
 BR1375                          STATION RECOVERY (1952)
 BR1375
 BR1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1375'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BR1375'OF AIRWAY BEACON NUMBER 7 (J-R) 1932 IS ADEQUATE AND COMPLETE.
 BR1375
 BR1375                          STATION RECOVERY (1954)
 BR1375
 BR1375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1375'THE FOUNDATION FOR THIS BEACON WAS RECOVERED.  THE TOWER,
 BR1375'ON WHICH THE STATION WAS LOCATED, NO LONGER EXISTS.  A NEW
 BR1375'AIRWAY BEACON HAS BEEN BUILT APPROXIMATELY 100 M. N OF THIS
 BR1375'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2369 ***********************************************************************
 CL2369  DESIGNATION -  AVON RESET
 CL2369  PID         -  CL2369
 CL2369  STATE/COUNTY-  GA/WASHINGTON
 CL2369  USGS QUAD   -  GUMM POND (1973)
 CL2369
 CL2369                         *CURRENT SURVEY CONTROL
 CL2369  ___________________________________________________________________
 CL2369* NAD 83(1994)-  32 56 37.92613(N)    083 00 55.51866(W)     ADJUSTED  
 CL2369* NAVD 88     -       136.87   (+/-2cm)     449.0    (feet)  VERTCON   
 CL2369  ___________________________________________________________________
 CL2369  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2369  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CL2369
 CL2369  HORZ ORDER  -  FIRST
 CL2369  VERT ORDER  -  THIRD ? (See Below)
 CL2369
 CL2369.The horizontal coordinates were established by classical geodetic methods
 CL2369.and adjusted by the National Geodetic Survey in September 1997..
 CL2369
 CL2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2369.The vertical order pertains to the NGVD 29 superseded value.
 CL2369
 CL2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2369
 CL2369.The geoid height was determined by GEOID03.
 CL2369
 CL2369;                    North         East     Units Scale Factor Converg.
 CL2369;SPC GA E     -   326,696.465   120,637.654   MT  0.99997763   -0 27 41.7
 CL2369;SPC GA E     - 1,071,836.65    395,792.04   sFT  0.99997763   -0 27 41.7
 CL2369;UTM  17      - 3,646,866.705   311,592.564   MT  1.00003770   -1 05 46.8
 CL2369
 CL2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2369!SPC GA E     -   0.99998293  x   0.99997763  =   0.99996056
 CL2369!UTM  17      -   0.99998293  x   1.00003770  =   1.00002063
 CL2369
 CL2369|---------------------------------------------------------------------|
 CL2369| PID    Reference Object                     Distance      Geod. Az  |
 CL2369|                                                           dddmmss.s |
 CL2369| CL2993 AVON RM 1                            47.768 METERS 04350     |
 CL2369| CL2995 AVON RM 3                            19.126 METERS 09553     |
 CL2369| CL2994 AVON RM 2                            69.824 METERS 21402     |
 CL2369| CL2992 AVON AZ MK                                         2215957.8 |
 CL2369| CL2996 AVON RM 4                            23.251 METERS 22430     |
 CL2369| CL2371 AVON RM 5                            15.545 METERS 23151     |
 CL2369| DF2285 GOODLOE                             APPROX.22.0 KM 3280224.5 |
 CL2369|---------------------------------------------------------------------|
 CL2369
 CL2369                          SUPERSEDED SURVEY CONTROL
 CL2369
 CL2369  NAD 83(1986)-  32 56 37.93069(N)    083 00 55.51619(W) AD(       ) 1
 CL2369  NAD 27      -  32 56 37.37700(N)    083 00 55.99800(W) AD(       ) 1
 CL2369  NGVD 29 (07/19/86)  137.03   (m)          449.6    (f) LEVELING    3  
 CL2369
 CL2369.Superseded values are not recommended for survey control.
 CL2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2369.See file dsdata.txt to determine how the superseded data were derived.
 CL2369
 CL2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1159346867(NAD 83)
 CL2369_MARKER: DS = TRIANGULATION STATION DISK
 CL2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2369
 CL2369  HISTORY     - Date     Condition        Report By
 CL2369  HISTORY     - 1934     MONUMENTED       CGS
 CL2369  HISTORY     - 1934     GOOD             CGS
 CL2369  HISTORY     - 1954     GOOD             CGS
 CL2369  HISTORY     - 1973     SEE DESCRIPTION  NGS
 CL2369
 CL2369                          STATION DESCRIPTION
 CL2369
 CL2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 CL2369'ABOUT 12 MILES WEST OF LOUISVILLE, 28 FEET NORTHWEST OF CENTER
 CL2369'LINE OF ROAD AND 24 FEET SOUTHWEST OF MR. C.E. HODGES STORE AND
 CL2369'FILLING STATION.  TO REACH FROM LOUISVILLE, FOLLOW STATE HIGHWAY 24
 CL2369'TO SANDERSVILLE, CONTINUE WEST ALONG HIGHWAY FOR 12.5 MILES TO CROSS
 CL2369'ROAD AT WHITE CHURCH ON RIGHT AND GRAVEYARD ON LEFT.  TURN LEFT GO
 CL2369'2.3 MILES TO C.E. HODGES STORE AND FILLING STATION.  SURFACE AND
 CL2369'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CL2369'UPPER MARK PROJECTS 7 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 CL2369'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1
 CL2369'PROJECTS 8 INCHES, IS 37 FEET NORTHWEST OF CENTER LINE OF ROAD, 32
 CL2369'FEET SOUTHEAST OF NORTHEAST CORNER OF MR. HODGES HOUSE, 2 FEET
 CL2369'NORTH OF HEDGE FENCE ON NORTH SIDE OF YARD AND 156.69 FEET NORTHEAST
 CL2369'OF STATION N 43 DEG 50 MIN E.  NO. 2 PROJECTS 4 INCHES, IS
 CL2369'250 FEET SOUTHWEST OF MR. HODGES STORE, 25 FEET EAST OF CENTER LINE
 CL2369'OF ROAD AND 229.08 FEET SOUTHWEST OF STATION S 34 DEG 02
 CL2369'MIN W.  AZIMUTH MARK PROJECTS 4 INCHES, IS 6 PACES SOUTH OF
 CL2369'SOUTHERNMOST RED OAK TREE IN FRONT OF SECOND HOUSE AT LEFT SIDE OF
 CL2369'ROAD FROM STATION AND 0.3 MILE SOUTHWEST OF STATION S 42 DEG 00 MIN W.
 CL2369
 CL2369                          STATION RECOVERY (1934)
 CL2369
 CL2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SDD)
 CL2369'THE STATION MARK, REFERENCE MARKS 1, 3, AND 4, AND THE AZIMUTH
 CL2369'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION, AS DESCRIBED.
 CL2369'THE AZIMUTH MARK WILL NO LONGER SEE THE
 CL2369'STATION AND THE DIRECTION COULD NOT BE CHECKED AT THIS TIME.
 CL2369'THE DIRECTION TO REFERENCE MARKS 1, 3 AND 4 CHECKED THE 1973
 CL2369'DATA.  THE DISTANCE TO REFERENCE MARK 4 CHECKED THE 1973 DATA.
 CL2369'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE LONGER BY
 CL2369'0.006 METER.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 CL2369'LONGER BY 0.006 METER.  DUE TO ITS POSITION UNDER A
 CL2369'POWERLINE, THE STATION COULD NOT BE BUILT OVER.  REFERENCE
 CL2369'MARK 5 WAS ESTABLISHED, BUILT OVER, AND OCCUPIED AT THIS
 CL2369'TIME.  FOR ADDITIONAL INFORMATION, SEE THE DESCRIPTION
 CL2369'FOR TRIANGULATION STATION AVON RM 5.
 CL2369
 CL2369                          STATION RECOVERY (1954)
 CL2369
 CL2369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL2369'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CL2369'THE STORE, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS BEEN TORN
 CL2369'DOWN.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION WITHOUT
 CL2369'CONSIDERABLE CLEARING.  A NEW DESCRIPTION FOLLOWS--
 CL2369'
 CL2369'THE STATION IS LOCATED ABOUT 12 MI. W OF SANDERSVILLE, ON PROPERTY
 CL2369'OWNED BY MR. C.E. HODGES, 108 FT. S OF THE HODGES HOME, 27 FT. W OF
 CL2369'THE CENTERLINE OF A DIRT ROAD, AND 4 FT. E OF A FENCE LINE AND A
 CL2369'SMALL TREE.  IT IS A STANDARD STATION DISK, STAMPED AVON 1934
 CL2369'PROJECTING 10 IN.
 CL2369'
 CL2369'REFERENCE MARK 1 IS 156.69 FT. NE OF THE STATION N 43 DEG
 CL2369'50 MIN E, 36 FT. E OF THE NE CORNER OF THE HODGES HOUSE, 30 FT. W
 CL2369'OF THE CENTERLINE OF A DIRT ROAD, 13 FT. S OF THE DRIVEWAY TO THE
 CL2369'HODGES HOUSE, AND 47 FT. S OF A LARGE OAK TREE.  IT IS A STANDARD
 CL2369'DISK, STAMPED AVON NO 1 1934 PROJECTING 6 IN.
 CL2369'
 CL2369'REFERENCE MARK 2 IS 229.08 FT. SW OF THE STATION S 34 DEG 02 MIN W,
 CL2369'20 FT. E OF THE CENTERLINE OF THE DIRT ROAD, 1.5 FT. E OF
 CL2369'A FENCE LINE, AND 24 FT. W OF A POWER POLE.  IT IS A STANDARD DISK,
 CL2369'STAMPED AVON NO 2 1934 PROJECTING 1 IN., AND IS ABOUT 3 FT. HIGHER
 CL2369'THAN THE LEVEL OF THE ROAD.
 CL2369'
 CL2369'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION S 42 DEG 00 MIN W,
 CL2369'100.5 FT. SW OF BURAN TANNERS HOUSE, 20 FT. E OF THE
 CL2369'CENTERLINE OF A DIRT ROAD, AND 22 FT. N OF THE W END OF A GATE.
 CL2369'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED AVON AZ MK 1934 AND
 CL2369'IS FLUSH WITH THE GROUND.
 CL2369'
 CL2369'TO REACH THE STATION FROM THE SE CORNER OF THE SQUARE IN
 CL2369'SANDERSVILLE, GO S FOR ONE BLOCK TO THE TRAFFIC LIGHT, TURN RIGHT ON
 CL2369'STATE HIGHWAY 24 AND GO 12.5 MI. TO THE TOP OF A HILL AND CROSSROADS
 CL2369'WITH THE POPULAR SPRINGS CHURCH IN THE NW ANGLE AND A CEMETERY IN
 CL2369'THE NE ANGLE, TURN LEFT AND GO 2 MI. TO THE HODGES HOUSE AND THE
 CL2369'STATION ON THE RIGHT.  CONTINUE FOR 0.3 MI. TO THE TANNER HOUSE
 CL2369'AND THE AZIMUTH MARK ON THE LEFT.
 CL2369
 CL2369                          STATION RECOVERY (1973)
 CL2369
 CL2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 CL2369'THE STATION UNDERGROUND MARK, REFERENCE MARK 1 AND AZIMUTH MARK
 CL2369'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 CL2369'APPARENTLY DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE TO
 CL2369'REFERENCE MARK 1 CHECKED WITH THE ORIGINAL DESCRIPTION.  AZIMUTH
 CL2369'MARK IS OBSTRUCTED BY TREES.  THE STATION UNDERGROUND MARK WAS
 CL2369'LOWERED AND NEW SURFACE STATION MARK WAS SET BELOW THE GROUND
 CL2369'SURFACE.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 CL2369'TIME.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 CL2369'
 CL2369'STATION IS LOCATED 23 MILES SOUTH OF SPARTA, 15 MILES SOUTHEAST OF
 CL2369'MILLEDGEVILLE, 12 MILES WEST-SOUTHWEST OF SANDERSVILLE, 12 MILES
 CL2369'WEST OF TENNILLE AND ON PROPERTY OF MR. H.G. HORTON, ROUTE 3,
 CL2369'BOX 98, SANDERSVILLE, GEORGIA.
 CL2369'
 CL2369'TO REACH THE STATION FROM THE POST OFFICE IN MILLEDGEVILLE, GO
 CL2369'EAST AND SOUTHEAST ON STATE HIGHWAY 24 FOR 15.0 MILES TO STATE
 CL2369'ROAD 272 ON RIGHT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 24 FOR
 CL2369'2.5 MILES TO A CROSSROAD AND THE POPULAR SPRINGS CHURCH ON LEFT.
 CL2369'TURN RIGHT AND GO SOUTHERLY ON DIRT ROAD FOLLOWING MAIN ROAD FOR
 CL2369'2.1 MILES TO A FARM HOUSE ON RIGHT AND STATION AS DESCRIBED.
 CL2369'
 CL2369'STATION MARKS ARE STANDARD DISKS STAMPED AVON 1934 1973.  THE
 CL2369'SURFACE MARK IS SET IN THE TOP OF A 15-INCH CYLINDRICAL CONCRETE
 CL2369'MONUMENT THAT IS 22-INCHES BELOW THE GROUND SURFACE.  IT IS 130.5
 CL2369'FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER, 95.5 FEET
 CL2369'SOUTHWEST OF THE SOUTHWEST PILLER (BRICK) OF THE PORCH OF THE
 CL2369'HORTON HOUSE, 86 FEET SOUTHWEST OF A 25-INCH CEDAR TREE, AND 28
 CL2369'FEET NORTHWEST OF THE CENTER OF A DIRT ROAD.  THE UNDERGROUND
 CL2369'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 CL2369'42-INCHES BELOW THE GROUND SURFACE.
 CL2369'
 CL2369'REFERENCE MARK 1, A STANDARD DISK STAMPED AVON NO 1 1934, IS SET
 CL2369'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CL2369'5-INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET EAST-NORTHEAST OF
 CL2369'THE 25-INCH CEDAR TREE, 47.5 FEET SOUTHWEST OF A 28-INCH OAK TREE,
 CL2369'35 FEET EAST OF THE EAST CORNER OF THE HOUSE AND 32 FEET
 CL2369'NORTHWEST OF THE CENTER OF THE DIRT ROAD.
 CL2369'
 CL2369'REFERENCE MARK 3, A STANDARD DISK STAMPED AVON 1934 NO 3 1973, IS
 CL2369'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CL2369'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 78 FEET SOUTHWEST
 CL2369'OF THE POWER LINE POLE, 20 FEET SOUTHEAST OF THE CENTER OF DIRT
 CL2369'ROAD AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 CL2369'
 CL2369'REFERENCE MARK 4, A STANDARD DISK STAMPED AVON 1934 NO 4 1973, IS
 CL2369'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CL2369'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 161.5 FEET
 CL2369'SOUTH-SOUTHWEST OF THE 25-INCH CEDAR TREE, 26 FEET NORTHWEST OF
 CL2369'THE CENTER OF THE DIRT ROAD AND 2.3 FEET NORTHWEST OF A METAL
 CL2369'WITNESS POST.
 CL2369'
 CL2369'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED AVON AZ MK
 CL2369'1934, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2369'THAT IS SET 3-INCHES BELOW THE GRAVELED SURFACE OF THE DRIVEWAY.
 CL2369'IT IS 91 FEET WEST OF THE WEST CORNER OF THE HOUSE, 23 FEET
 CL2369'SOUTHEAST OF THE CENTER OF A DIRT ROAD, 22.3 FEET NORTHEAST OF A
 CL2369'METAL WITNESS POST AT A FENCE CORNER, 13 FEET SOUTH-SOUTHWEST OF
 CL2369'THE CENTER OF A FLOWER BUSH AND IN THE CENTER OF THE SOUTHWEST
 CL2369'ONE OF TWO GRAVELED DRIVEWAYS TO THE HOUSE.
 CL2369'
 CL2369'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 CL2369'DIRT ROAD FOR 0.35 MILES TO THE FARM HOME OF MRS. BURON TANNER ON
 CL2369'LEFT AND THE MARK AS DESCRIBED.
 CL2369'
 CL2369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES WEST
 CL2369'OF TENNILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2371 ***********************************************************************
 CL2371  DESIGNATION -  AVON RM 5
 CL2371  PID         -  CL2371
 CL2371  STATE/COUNTY-  GA/WASHINGTON
 CL2371  USGS QUAD   -  GUMM POND (1973)
 CL2371
 CL2371                         *CURRENT SURVEY CONTROL
 CL2371  ___________________________________________________________________
 CL2371* NAD 83(1994)-  32 56 37.61441(N)    083 00 55.98928(W)     ADJUSTED  
 CL2371* NAVD 88     -       137.1    (meters)     450.     (feet)  VERTCON   
 CL2371  ___________________________________________________________________
 CL2371  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2371  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CL2371
 CL2371  HORZ ORDER  -  FIRST
 CL2371
 CL2371.The horizontal coordinates were established by classical geodetic methods
 CL2371.and adjusted by the National Geodetic Survey in September 1997..
 CL2371
 CL2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2371
 CL2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2371
 CL2371.The geoid height was determined by GEOID03.
 CL2371
 CL2371;                    North         East     Units Scale Factor Converg.
 CL2371;SPC GA E     -   326,686.961   120,625.352   MT  0.99997766   -0 27 42.0
 CL2371;SPC GA E     - 1,071,805.47    395,751.68   sFT  0.99997766   -0 27 42.0
 CL2371;UTM  17      - 3,646,857.338   311,580.157   MT  1.00003776   -1 05 47.1
 CL2371
 CL2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2371!SPC GA E     -   0.99998289  x   0.99997766  =   0.99996055
 CL2371!UTM  17      -   0.99998289  x   1.00003776  =   1.00002065
 CL2371
 CL2371|---------------------------------------------------------------------|
 CL2371| PID    Reference Object                     Distance      Geod. Az  |
 CL2371|                                                           dddmmss.s |
 CL2371| CL2993 AVON RM 1                            63.197 METERS 04550     |
 CL2371| CL2369 AVON RESET                           15.545 METERS 05151     |
 CL2371| CL2995 AVON RM 3                            32.175 METERS 07615     |
 CL2371| CL2992 AVON AZ MK                                         2214031.1 |
 CL2371|---------------------------------------------------------------------|
 CL2371
 CL2371                          SUPERSEDED SURVEY CONTROL
 CL2371
 CL2371  NAD 83(1986)-  32 56 37.61892(N)    083 00 55.98689(W) AD(       ) 1
 CL2371  NAD 27      -  32 56 37.06532(N)    083 00 56.46864(W) AD(       ) 1
 CL2371  NGVD 29 (07/19/86)  137.3    (m)          450.     (f) VERT ANG       
 CL2371
 CL2371.Superseded values are not recommended for survey control.
 CL2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2371.See file dsdata.txt to determine how the superseded data were derived.
 CL2371
 CL2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1158046857(NAD 83)
 CL2371_MARKER: DS = TRIANGULATION STATION DISK
 CL2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2371
 CL2371  HISTORY     - Date     Condition        Report By
 CL2371  HISTORY     - 1977     MONUMENTED       NGS
 CL2371
 CL2371                          STATION DESCRIPTION
 CL2371
 CL2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (SDD)
 CL2371'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF
 CL2371'MILLEDGEVILLE, 13 MILES WEST-SOUTHWEST OF SANDERSVILLE, 10
 CL2371'MILES NORTHWEST OF TOOMSBORO AND ON PROPERTY OWNED BY MR. H.G.
 CL2371'HORTON, WHO LIVES AT THE STATION SITE.
 CL2371'
 CL2371'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND
 CL2371'272 ABOUT 12 MILES SOUTHEAST OF MILLEDGEVILLE, GO EASTERLY ON
 CL2371'HIGHWAY 24 FOR 2.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 CL2371'SOUTHERLY ON COUNTY ROAD 10 FOR 1.8 MILES TO A FORK.  TAKE THE
 CL2371'RIGHT FORK AND GO SOUTHERLY ON THE ROAD FOR 0.2 MILE TO THE
 CL2371'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 CL2371'STATION, CONTINUE AHEAD SOUTHERLY ON THE ROAD FOR 0.35 MILE
 CL2371'TO A DRIVEWAY AND THE MARK ON THE LEFT.
 CL2371'
 CL2371'THE STATION MARKS, STAMPED---AVON 1934 NO 5 1977---, ARE
 CL2371'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN THE
 CL2371'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH
 CL2371'THE GROUND.  IT IS 35.5 FEET NORTHWEST OF THE APPROXIMATE
 CL2371'CENTER OF THE DIRT ROAD, 25.5 FEET SOUTHEAST OF A HOUSE
 CL2371'TRAILER, 25.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 CL2371'AND 24 FEET SOUTHEAST OF A UTILITY POLE AT HOUSE TRAILER.  THE
 CL2371'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2371'CONCRETE 42 INCHES BELOW THE GROUND.
 CL2371'
 CL2371'AVON, STAMPED---AVON 1934 1973---, ARE STANDARD TRIANGULATION
 CL2371'STATION DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 CL2371'CYLINDRICAL CONCRETE POST THAT IS 18 INCHES BELOW THE GROUND.
 CL2371'IT IS 56 FEET EAST OF THE HOUSE TRAILER, 49 FEET WEST-SOUTHWEST
 CL2371'OF A DRIVEWAY, 31 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 CL2371'THE DIRT ROAD AND 22.5 FEET WEST-SOUTHWEST OF A UTILITY POLE.
 CL2371'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2371'CONCRETE 42 INCHES BELOW THE GROUND.
 CL2371'
 CL2371'REFERENCE MARK 1, A STANDARD DISK STAMPED---AVON NO 1 1934---,
 CL2371'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 CL2371'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 35 FEET EAST OF THE
 CL2371'WEST CORNER OF A FARM HOUSE AND 34 FEET NORTHWEST OF THE
 CL2371'APPROXIMATELY CENTER OF THE DIRT ROAD.
 CL2371'
 CL2371'REFERENCE MARK 3, A STANDARD DISK STAMPED---AVON 1934 NO 3
 CL2371'1973---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CL2371'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 17 FEET
 CL2371'SOUTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND 2 FEET
 CL2371'SOUTHWEST OF A METAL WITNESS POST.
 CL2371'
 CL2371'REFERENCE MARK 4, A STANDARD DISK STAMPED---AVON 1934 NO 4
 CL2371'1973---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CL2371'MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 30 FEET
 CL2371'NORTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND
 CL2371'2 FEET WEST OF A METAL WITNESS POST.
 CL2371'
 CL2371'AZIMUTH MARK, STAMPED---AVON AZ MK 1934---, IS A STANDARD
 CL2371'REFERENCE MARK DISK.  IT IS SET IN THE TOP OF A 12-INCH
 CL2371'CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 CL2371'SURFACE.  IT IS 91 FEET WEST OF THE NORTHWEST CORNER OF A
 CL2371'BRICK HOUSE, 24.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 CL2371'OF THE DIRT ROAD AND 24 FEET NORTHEAST OF A METAL WITNESS
 CL2371'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2743 ***********************************************************************
 DG2743  DESIGNATION -  AVONDALE ESTATES COUNTY TANK
 DG2743  PID         -  DG2743
 DG2743  STATE/COUNTY-  GA/DE KALB
 DG2743  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2743
 DG2743                         *CURRENT SURVEY CONTROL
 DG2743  ___________________________________________________________________
 DG2743* NAD 83(1994)-  33 46 31.70222(N)    084 15 24.17087(W)     ADJUSTED  
 DG2743* NAVD 88     -                                                        
 DG2743  ___________________________________________________________________
 DG2743  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DG2743  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG2743
 DG2743  HORZ ORDER  -  THIRD
 DG2743
 DG2743.The horizontal coordinates were established by classical geodetic methods
 DG2743.and adjusted by the National Geodetic Survey in September 1997..
 DG2743
 DG2743
 DG2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2743
 DG2743.The geoid height was determined by GEOID03.
 DG2743
 DG2743;                    North         East     Units Scale Factor Converg.
 DG2743;SPC GA W     -   418,605.190   691,659.993   MT  0.99990086   -0 03 00.2
 DG2743;SPC GA W     - 1,373,373.86  2,269,221.16   sFT  0.99990086   -0 03 00.2
 DG2743;UTM  16      - 3,740,643.864   754,038.446   MT  1.00039566   +1 31 33.3
 DG2743
 DG2743                          SUPERSEDED SURVEY CONTROL
 DG2743
 DG2743  NAD 83(1986)-  33 46 31.70595(N)    084 15 24.17142(W) AD(       ) 4
 DG2743  NAD 27      -  33 46 31.32823(N)    084 15 24.45166(W) AD(       ) 3
 DG2743
 DG2743.Superseded values are not recommended for survey control.
 DG2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2743.See file dsdata.txt to determine how the superseded data were derived.
 DG2743
 DG2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5403840644(NAD 83)
 DG2743_MARKER: 53 = ELEVATED TANK
 DG2743
 DG2743  HISTORY     - Date     Condition        Report By
 DG2743  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2743
 DG2743                          STATION DESCRIPTION
 DG2743
 DG2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2743'THE STATION IS THE BALL ATOP AND CENTER OF THE AVONDALE ESTATES
 DG2743'DEKALB COUNTY WATER SYSTEM WATER TANK.  THE TANK HAS A DOME SHAPED
 DG2743'TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY TWELVE TUBULAR
 DG2743'LEGS.  THERE IS A SKIRT AROUND BOTTOM OF TANK WHERE LEGS ARE
 DG2743'CONNECTED.  IT IS GREEN IN COLOR AND APPROXIMATELY 95 FEET HIGH.
 DG2743'
 DG2743'STATION IS LOCATED IN AVONDALE ESTATES, 2.3 MILES EAST OF THE
 DG2743'CENTER OF DECATUR, 0.1 MILE NORTH-NORTHEAST OF THE JUNCTION OF
 DG2743'U.S. HIGHWAYS 78 AND 278, 86 FEET NORTH OF THE NORTH EDGE OF
 DG2743'PARKING LOT FOR AVONDALE ESTATES UNITED METHODIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1050 ***********************************************************************
 BR1050  DESIGNATION -  AWAY
 BR1050  PID         -  BR1050
 BR1050  STATE/COUNTY-  GA/CHATHAM
 BR1050  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1050
 BR1050                         *CURRENT SURVEY CONTROL
 BR1050  ___________________________________________________________________
 BR1050* NAD 83(1994)-  31 56 39.61192(N)    081 04 15.54761(W)     ADJUSTED  
 BR1050* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1050  ___________________________________________________________________
 BR1050  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BR1050  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 BR1050
 BR1050  HORZ ORDER  -  THIRD
 BR1050
 BR1050.The horizontal coordinates were established by classical geodetic methods
 BR1050.and adjusted by the National Geodetic Survey in September 1997..
 BR1050
 BR1050.The orthometric height was scaled from a topographic map.
 BR1050
 BR1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1050
 BR1050.The geoid height was determined by GEOID03.
 BR1050
 BR1050;                    North         East     Units Scale Factor Converg.
 BR1050;SPC GA E     -   216,069.273   303,589.302   MT  1.00003230   +0 34 47.2
 BR1050;SPC GA E     -   708,887.27    996,025.90   sFT  1.00003230   +0 34 47.2
 BR1050;UTM  17      - 3,534,268.056   493,290.997   MT  0.99960056   -0 02 15.2
 BR1050
 BR1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1050!SPC GA E     -   1.00000478  x   1.00003230  =   1.00003708
 BR1050!UTM  17      -   1.00000478  x   0.99960056  =   0.99960534
 BR1050
 BR1050:                Primary Azimuth Mark                     Grid Az
 BR1050:SPC GA E     -  SAND                                     050 47 57.7
 BR1050:UTM  17      -  SAND                                     051 25 00.1
 BR1050
 BR1050|---------------------------------------------------------------------|
 BR1050| PID    Reference Object                     Distance      Geod. Az  |
 BR1050|                                                           dddmmss.s |
 BR1050| BR1049 SAND                                APPROX. 0.6 KM 0512244.9 |
 BR1050| BR1656 AWAY RM 1                            11.870 METERS 06634     |
 BR1050| BR1657 AWAY RM 2                            13.180 METERS 25553     |
 BR1050|---------------------------------------------------------------------|
 BR1050
 BR1050                          SUPERSEDED SURVEY CONTROL
 BR1050
 BR1050  NAD 83(1986)-  31 56 39.62560(N)    081 04 15.56267(W) AD(       ) 3
 BR1050  NAD 27      -  31 56 38.85100(N)    081 04 16.18100(W) AD(       ) 3
 BR1050
 BR1050.Superseded values are not recommended for survey control.
 BR1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1050.See file dsdata.txt to determine how the superseded data were derived.
 BR1050
 BR1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9329134268(NAD 83)
 BR1050_MARKER: DS = TRIANGULATION STATION DISK
 BR1050_SETTING: 0 = UNSPECIFIED SETTING
 BR1050
 BR1050  HISTORY     - Date     Condition        Report By
 BR1050  HISTORY     - 1934     MONUMENTED       CGS
 BR1050  HISTORY     - 1957     MARK NOT FOUND   USGS
 BR1050
 BR1050                          STATION DESCRIPTION
 BR1050
 BR1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1050'STATION IS SITUATED ON THE SOUTH SHORE OF SKIDAWAY NARROWS
 BR1050'APPROXIMATELY 100 METERS EAST OF FRONT RANGE NO. 9.  STATION
 BR1050'IS MARKED BY A STANDARD DISC MARKED AWAY 1934 IN A 2 IN
 BR1050'PIPE MARKING A STATION ESTABLISHED BY THE U.S. ENGINEERS
 BR1050'CORPS.  R.M.S ARE STANDARD DISCS SET IN CONCRETE MONUMENTS.
 BR1050
 BR1050                          STATION RECOVERY (1957)
 BR1050
 BR1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BR1050'EROSION OF THE BANK OF THE NARROWS HAS DESTROYED THIS STATION.
 BR1050'NOT FOUND AFTER AN HOURS SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1616 ***********************************************************************
 BS1616  DESIGNATION -  AXSON
 BS1616  PID         -  BS1616
 BS1616  STATE/COUNTY-  GA/ATKINSON
 BS1616  USGS QUAD   -  AXSON (1971)
 BS1616
 BS1616                         *CURRENT SURVEY CONTROL
 BS1616  ___________________________________________________________________
 BS1616* NAD 83(1994)-  31 16 32.74276(N)    082 44 07.07198(W)     ADJUSTED  
 BS1616* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BS1616  ___________________________________________________________________
 BS1616  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 BS1616  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BS1616
 BS1616  HORZ ORDER  -  FIRST
 BS1616
 BS1616.The horizontal coordinates were established by classical geodetic methods
 BS1616.and adjusted by the National Geodetic Survey in September 1997..
 BS1616
 BS1616.The orthometric height was scaled from a topographic map.
 BS1616
 BS1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1616
 BS1616.The geoid height was determined by GEOID03.
 BS1616
 BS1616;                    North         East     Units Scale Factor Converg.
 BS1616;SPC GA E     -   141,560.498   145,855.213   MT  0.99993615   -0 17 42.8
 BS1616;SPC GA E     -   464,436.40    478,526.64   sFT  0.99993615   -0 17 42.8
 BS1616;UTM  17      - 3,461,462.904   334,804.865   MT  0.99993661   -0 54 04.0
 BS1616
 BS1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1616!SPC GA E     -   0.99999844  x   0.99993615  =   0.99993459
 BS1616!UTM  17      -   0.99999844  x   0.99993661  =   0.99993505
 BS1616
 BS1616|---------------------------------------------------------------------|
 BS1616| PID    Reference Object                     Distance      Geod. Az  |
 BS1616|                                                           dddmmss.s |
 BS1616| BS0532 S 6                                  74.470 METERS 07358     |
 BS1616| BS1620 STEWART                             APPROX. 2.6 KM 2824057.2 |
 BS1616|---------------------------------------------------------------------|
 BS1616
 BS1616                          SUPERSEDED SURVEY CONTROL
 BS1616
 BS1616  NAD 83(1986)-  31 16 32.74882(N)    082 44 07.08117(W) AD(       ) 1
 BS1616  NAD 27      -  31 16 32.01100(N)    082 44 07.56800(W) AD(       ) 1
 BS1616
 BS1616.Superseded values are not recommended for survey control.
 BS1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1616.See file dsdata.txt to determine how the superseded data were derived.
 BS1616
 BS1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ3480561463(NAD 83)
 BS1616_MARKER: DS = TRIANGULATION STATION DISK
 BS1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1616
 BS1616  HISTORY     - Date     Condition        Report By
 BS1616  HISTORY     - 1917     MONUMENTED       CGS
 BS1616  HISTORY     - 1968     MARK NOT FOUND   CGS
 BS1616  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS1616
 BS1616                          STATION DESCRIPTION
 BS1616
 BS1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BS1616'AT STATION AXSON, ON ATLANTIC COAST LINE RAILWAY RIGHT-OF-WAY, 80
 BS1616'METERS (262 FEET) NORTH OF MIDDLE OF PUBLIC ROAD CROSSING NORTH
 BS1616'OF RAILWAY STATION, 13 METERS (43 FEET) EAST OF MIDDLE OF DIXIE
 BS1616'HIGHWAY WHICH PARALLELS TRACK, AND 0.25 METER (10 INCHES) WEST
 BS1616'OF WEST RAIL OF MAIN TRACK.  SURFACE MARK IS STANARD DISK IN
 BS1616'CONCRETE.  UNDERGROUND MARK IS NAIL IN CONCRETE.
 BS1616'U.S.C. AND G.S. B.M. 56 IS 74.47 METERS (244.3 FEET)
 BS1616'FROM STATION IN GRID AZIMUTH 254 DEG 16 MIN.
 BS1616
 BS1616                          STATION RECOVERY (1968)
 BS1616
 BS1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 BS1616'STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.
 BS1616
 BS1616                          STATION RECOVERY (1979)
 BS1616
 BS1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BS1616'STATION AND REFERENCE MARK 1 WERE NOT RECOVERED.  IF STATION IS STILL
 BS1616'IN PLACE, MEASUREMENT FROM ROAD CROSSING PLACES IT UNDERNEATH RAIL
 BS1616'TIE.
 BS1616'
 BS1616'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0465 ***********************************************************************
 BT0465  DESIGNATION -  B 1
 BT0465  PID         -  BT0465
 BT0465  STATE/COUNTY-  GA/RANDOLPH
 BT0465  USGS QUAD   -  CARNEGIE (1973)
 BT0465
 BT0465                         *CURRENT SURVEY CONTROL
 BT0465  ___________________________________________________________________
 BT0465* NAD 83(1986)-  31 43 38.     (N)    084 47 30.     (W)     SCALED    
 BT0465* NAVD 88     -       105.071  (meters)     344.72   (feet)  ADJUSTED  
 BT0465  ___________________________________________________________________
 BT0465  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BT0465  DYNAMIC HT  -         104.947 (meters)     344.31  (feet)  COMP
 BT0465  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 BT0465
 BT0465  VERT ORDER  -  FIRST     CLASS II
 BT0465
 BT0465.The horizontal coordinates were scaled from a topographic map and have
 BT0465.an estimated accuracy of +/- 6 seconds.
 BT0465
 BT0465.The orthometric height was determined by differential leveling
 BT0465.and adjusted by the National Geodetic Survey in June 1991..
 BT0465
 BT0465.The geoid height was determined by GEOID03.
 BT0465
 BT0465.The dynamic height is computed by dividing the NAVD 88
 BT0465.geopotential number by the normal gravity value computed on the
 BT0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0465.degrees latitude (g = 980.6199 gals.).
 BT0465
 BT0465.The modeled gravity was interpolated from observed gravity values.
 BT0465
 BT0465;                    North         East    Units  Estimated Accuracy
 BT0465;SPC GA W     -   191,640.      640,770.      MT  (+/- 180 meters Scaled)
 BT0465
 BT0465                          SUPERSEDED SURVEY CONTROL
 BT0465
 BT0465  NGVD 29 (??/??/92)  105.145  (m)          344.96   (f) ADJ UNCH    1 2
 BT0465
 BT0465.Superseded values are not recommended for survey control.
 BT0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0465.See file dsdata.txt to determine how the superseded data were derived.
 BT0465
 BT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA092123(NAD 83)
 BT0465_MARKER: DB = BENCH MARK DISK
 BT0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0465_STAMPING: ELEV 345.019 FT B 1
 BT0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0465+STABILITY: SURFACE MOTION
 BT0465
 BT0465  HISTORY     - Date     Condition        Report By
 BT0465  HISTORY     - UNK      MONUMENTED       CGS
 BT0465  HISTORY     - 1958     MARK NOT FOUND   NGS
 BT0465
 BT0465                          STATION DESCRIPTION
 BT0465
 BT0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0465'3.5 MI S FROM CUTHBERT.
 BT0465'DESCRIPTION-- 3.5 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY
 BT0465'FROM CUTHBERT, RANDOLPH COUNTY, 0.3 MILE NORTH OF MILE-POST 151,
 BT0465'AT THE NORTH END OF A CUT, AND 26 FEET WEST OF THE TRACK.  A
 BT0465'STANDARD DISK, STAMPED ELEV. 345.019 FT B 1 AND SET IN THE TOP
 BT0465'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0122 ***********************************************************************
 DG0122  DESIGNATION -  B 1
 DG0122  PID         -  DG0122
 DG0122  STATE/COUNTY-  GA/DE KALB
 DG0122  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0122
 DG0122                         *CURRENT SURVEY CONTROL
 DG0122  ___________________________________________________________________
 DG0122* NAD 83(1994)-  33 45 53.25209(N)    084 18 58.28636(W)     ADJUSTED  
 DG0122* NAVD 88     -       319.520  (meters)    1048.29   (feet)  ADJUSTED  
 DG0122  ___________________________________________________________________
 DG0122  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DG0122  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG0122  DYNAMIC HT  -         319.167 (meters)    1047.13  (feet)  COMP
 DG0122  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 DG0122
 DG0122  HORZ ORDER  -  SECOND
 DG0122  VERT ORDER  -  FIRST     CLASS II
 DG0122
 DG0122.The horizontal coordinates were established by classical geodetic methods
 DG0122.and adjusted by the National Geodetic Survey in September 1997..
 DG0122
 DG0122.The orthometric height was determined by differential leveling
 DG0122.and adjusted by the National Geodetic Survey in June 1991..
 DG0122
 DG0122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0122
 DG0122.The geoid height was determined by GEOID03.
 DG0122
 DG0122.The dynamic height is computed by dividing the NAVD 88
 DG0122.geopotential number by the normal gravity value computed on the
 DG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0122.degrees latitude (g = 980.6199 gals.).
 DG0122
 DG0122.The modeled gravity was interpolated from observed gravity values.
 DG0122
 DG0122;                    North         East     Units Scale Factor Converg.
 DG0122;SPC GA W     -   417,427.037   686,149.681   MT  0.99990236   -0 04 59.2
 DG0122;SPC GA W     - 1,369,508.54  2,251,142.75   sFT  0.99990236   -0 04 59.2
 DG0122;UTM  16      - 3,739,313.998   748,560.001   MT  1.00036171   +1 29 32.6
 DG0122
 DG0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0122!SPC GA W     -   0.99995447  x   0.99990236  =   0.99985684
 DG0122!UTM  16      -   0.99995447  x   1.00036171  =   1.00031616
 DG0122
 DG0122|---------------------------------------------------------------------|
 DG0122| PID    Reference Object                     Distance      Geod. Az  |
 DG0122|                                                           dddmmss.s |
 DG0122| DG0121 B 2                                 143.108 METERS 02746     |
 DG0122| CZ2727 B 1 RM 2                             56.618 METERS 07827     |
 DG0122| CZ2726 B 1 RM 1                             24.207 METERS 07827     |
 DG0122| DG0126 E 23                                200.276 METERS 23908     |
 DG0122|---------------------------------------------------------------------|
 DG0122
 DG0122                          SUPERSEDED SURVEY CONTROL
 DG0122
 DG0122  NAD 83(1986)-  33 45 53.25675(N)    084 18 58.28683(W) AD(       ) 2
 DG0122  NAD 27      -  33 45 52.87903(N)    084 18 58.56298(W) AD(       ) 2
 DG0122  NGVD 29 (??/??/92)  319.446  (m)         1048.05   (f) ADJ UNCH    1 2
 DG0122
 DG0122.Superseded values are not recommended for survey control.
 DG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0122.See file dsdata.txt to determine how the superseded data were derived.
 DG0122
 DG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4856039314(NAD 83)
 DG0122_MARKER: DD = SURVEY DISK
 DG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0122_STAMPING: B 1
 DG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0122+STABILITY: SURFACE MOTION
 DG0122
 DG0122  HISTORY     - Date     Condition        Report By
 DG0122  HISTORY     - 1973     MONUMENTED       MARTA
 DG0122  HISTORY     - 1973     GOOD             NGS
 DG0122
 DG0122                          STATION DESCRIPTION
 DG0122
 DG0122'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0122'SET A STD. MARTA BRASS DISC IN CONCRETE ON S.E. SIDE OF W. HOWARD
 DG0122'AVE., 113.2 FT + OR - EAST OF EAST RAIL OF SEABOARD COAST LINE
 DG0122'R.R., 4.65 FT FROM FACE OF CONCRETE CURB, 82.8 FT WEST OF
 DG0122'GA. POWER POLE 69.
 DG0122
 DG0122                          STATION RECOVERY (1973)
 DG0122
 DG0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0122'1.3 MI SW FROM DECATUR.
 DG0122'A STANDARD MARTA BRASS DISK ALONG THE SOUTH SIDE OF W. HOWARD AVE.
 DG0122'EAST OF WHERE THE S.C.L. R.R. HEADS NORTHEAST OFF THE GEORGIA
 DG0122'R.R.  ABOUT 1.3 MILES SOUTHWEST OF DECATUR, APPROXIMATELY 113 FEET
 DG0122'EAST OF THE EAST RAIL OF S.C.L. R.R., 82.8 FEET WEST OF GEORGIA
 DG0122'POWER POLE 69, 4.7 FEET SOUTH OF THE SOUTH CURB OF W. HOWARD AVE.
 DG0122'THE DISK IS SET ATOP A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0111 ***********************************************************************
 DG0111  DESIGNATION -  B 10
 DG0111  PID         -  DG0111
 DG0111  STATE/COUNTY-  GA/DE KALB
 DG0111  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0111
 DG0111                         *CURRENT SURVEY CONTROL
 DG0111  ___________________________________________________________________
 DG0111* NAD 83(1994)-  33 46 58.00926(N)    084 18 45.72258(W)     ADJUSTED  
 DG0111* NAVD 88     -       294.699  (meters)     966.86   (feet)  ADJUSTED  
 DG0111  ___________________________________________________________________
 DG0111  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DG0111  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0111  DYNAMIC HT  -         294.373 (meters)     965.79  (feet)  COMP
 DG0111  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 DG0111
 DG0111  HORZ ORDER  -  SECOND
 DG0111  VERT ORDER  -  FIRST     CLASS II
 DG0111
 DG0111.The horizontal coordinates were established by classical geodetic methods
 DG0111.and adjusted by the National Geodetic Survey in September 1997..
 DG0111
 DG0111.The orthometric height was determined by differential leveling
 DG0111.and adjusted by the National Geodetic Survey in June 1991..
 DG0111
 DG0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0111
 DG0111.The geoid height was determined by GEOID03.
 DG0111
 DG0111.The dynamic height is computed by dividing the NAVD 88
 DG0111.geopotential number by the normal gravity value computed on the
 DG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0111.degrees latitude (g = 980.6199 gals.).
 DG0111
 DG0111.The modeled gravity was interpolated from observed gravity values.
 DG0111
 DG0111;                    North         East     Units Scale Factor Converg.
 DG0111;SPC GA W     -   419,421.586   686,475.779   MT  0.99990225   -0 04 52.3
 DG0111;SPC GA W     - 1,376,052.32  2,252,212.62   sFT  0.99990225   -0 04 52.3
 DG0111;UTM  16      - 3,741,317.683   748,831.249   MT  1.00036337   +1 29 42.1
 DG0111
 DG0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0111!SPC GA W     -   0.99995837  x   0.99990225  =   0.99986062
 DG0111!UTM  16      -   0.99995837  x   1.00036337  =   1.00032172
 DG0111
 DG0111|---------------------------------------------------------------------|
 DG0111| PID    Reference Object                     Distance      Geod. Az  |
 DG0111|                                                           dddmmss.s |
 DG0111| DG0110 B 11                                348.493 METERS 02714     |
 DG0111| CZ2729 B 10 RM 2                            57.448 METERS 02726     |
 DG0111| CZ2728 B 10 RM 1                            28.860 METERS 02726     |
 DG0111| DG0112 B 9                                 137.509 METERS 20746     |
 DG0111|---------------------------------------------------------------------|
 DG0111
 DG0111                          SUPERSEDED SURVEY CONTROL
 DG0111
 DG0111  NAD 83(1986)-  33 46 58.01433(N)    084 18 45.72281(W) AD(       ) 2
 DG0111  NAD 27      -  33 46 57.63904(N)    084 18 45.99910(W) AD(       ) 2
 DG0111  NGVD 29 (??/??/92)  294.622  (m)          966.61   (f) ADJ UNCH    1 2
 DG0111
 DG0111.Superseded values are not recommended for survey control.
 DG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0111.See file dsdata.txt to determine how the superseded data were derived.
 DG0111
 DG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4883141318(NAD 83)
 DG0111_MARKER: DD = SURVEY DISK
 DG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0111_STAMPING: B 10
 DG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0111+STABILITY: SURFACE MOTION
 DG0111
 DG0111  HISTORY     - Date     Condition        Report By
 DG0111  HISTORY     - 1973     MONUMENTED       MARTA
 DG0111  HISTORY     - 1973     GOOD             NGS
 DG0111
 DG0111                          STATION DESCRIPTION
 DG0111
 DG0111'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0111'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT OF THE WEST WIDE
 DG0111'OF S.C.L. R/R, 6.73 FT WEST OF WEST RAIL, 895 FT SOUTH OF
 DG0111'P.S. (AT R/R YARD STORAGE TRACK) OF SPUR LINE AND 1110 FT N. OF
 DG0111'COVENTRY RD. CROSSING.
 DG0111
 DG0111                          STATION RECOVERY (1973)
 DG0111
 DG0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0111'1.1 MI NW FROM DECATUR.
 DG0111'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0111'SEABOARD COAST LINE RAILROAD ABOUT 1.3 MILES NORTHEAST OF
 DG0111'W. HOWARD AVE. MEASURED ALONG THE TRACKS, 1110 FEET NORTHEAST OF
 DG0111'THE COVENTRY RD. R.R. CROSSING, 895 FEET SOUTHWEST OF POINT OF
 DG0111'SWITCH OF RAILROAD YARD STORAGE TRACK, 6.7 FEET WEST OF THE
 DG0111'WEST RAIL.  THE DISK IS SET ATOP A POURED CONCRETE POST FLUSH
 DG0111'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0826 ***********************************************************************
 BS0826  DESIGNATION -  B 100
 BS0826  PID         -  BS0826
 BS0826  STATE/COUNTY-  GA/THOMAS
 BS0826  USGS QUAD   -  COOLIDGE (1987)
 BS0826
 BS0826                         *CURRENT SURVEY CONTROL
 BS0826  ___________________________________________________________________
 BS0826* NAD 83(1986)-  31 02 05.     (N)    083 51 02.     (W)     SCALED    
 BS0826* NAVD 88     -        82.001  (meters)     269.03   (feet)  ADJUSTED  
 BS0826  ___________________________________________________________________
 BS0826  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BS0826  DYNAMIC HT  -          81.898 (meters)     268.69  (feet)  COMP
 BS0826  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 BS0826
 BS0826  VERT ORDER  -  SECOND    CLASS 0
 BS0826
 BS0826.The horizontal coordinates were scaled from a topographic map and have
 BS0826.an estimated accuracy of +/- 6 seconds.
 BS0826
 BS0826.The orthometric height was determined by differential leveling
 BS0826.and adjusted by the National Geodetic Survey in June 1991..
 BS0826
 BS0826.The geoid height was determined by GEOID03.
 BS0826
 BS0826.The dynamic height is computed by dividing the NAVD 88
 BS0826.geopotential number by the normal gravity value computed on the
 BS0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0826.degrees latitude (g = 980.6199 gals.).
 BS0826
 BS0826.The modeled gravity was interpolated from observed gravity values.
 BS0826
 BS0826;                    North         East    Units  Estimated Accuracy
 BS0826;SPC GA W     -   114,740.      730,180.      MT  (+/- 180 meters Scaled)
 BS0826
 BS0826                          SUPERSEDED SURVEY CONTROL
 BS0826
 BS0826  NGVD 29 (??/??/92)   82.154  (m)          269.53   (f) ADJ UNCH    2 0
 BS0826
 BS0826.Superseded values are not recommended for survey control.
 BS0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0826.See file dsdata.txt to determine how the superseded data were derived.
 BS0826
 BS0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ279369(NAD 83)
 BS0826_MARKER: DB = BENCH MARK DISK
 BS0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0826_STAMPING: B 100 1934
 BS0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0826+STABILITY: SURFACE MOTION
 BS0826
 BS0826  HISTORY     - Date     Condition        Report By
 BS0826  HISTORY     - 1934     MONUMENTED       CGS
 BS0826  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0826
 BS0826                          STATION DESCRIPTION
 BS0826
 BS0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0826'1.9 MI NE FROM COOLIDGE.
 BS0826'ABOUT 1.9 MILES NORTHEAST ALONG THE ATLANTA, BIRMINGHAM AND
 BS0826'COAST RAILROAD FROM THE STATION AT COOLIDGE, THOMAS COUNTY, ABOUT
 BS0826'475 FEET SOUTH OF MILEPOST C 190, ABOUT 30 YARDS SOUTH OF A ROAD
 BS0826'CROSSING, AND 27 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 BS0826'STAMPED B 100 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0826'ABOUT 5 INCHES ABOVE GROUND.
 BS0826
 BS0826                          STATION RECOVERY (1974)
 BS0826
 BS0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0111 ***********************************************************************
 BS0111  DESIGNATION -  B 101
 BS0111  PID         -  BS0111
 BS0111  STATE/COUNTY-  GA/WARE
 BS0111  USGS QUAD   -  MANOR (1983)
 BS0111
 BS0111                         *CURRENT SURVEY CONTROL
 BS0111  ___________________________________________________________________
 BS0111* NAD 83(1986)-  31 07 10.     (N)    082 31 35.     (W)     SCALED    
 BS0111* NAVD 88     -        46.080  (meters)     151.18   (feet)  ADJUSTED  
 BS0111  ___________________________________________________________________
 BS0111  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BS0111  DYNAMIC HT  -          46.023 (meters)     150.99  (feet)  COMP
 BS0111  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 BS0111
 BS0111  VERT ORDER  -  SECOND    CLASS 0
 BS0111
 BS0111.The horizontal coordinates were scaled from a topographic map and have
 BS0111.an estimated accuracy of +/- 6 seconds.
 BS0111
 BS0111.The orthometric height was determined by differential leveling
 BS0111.and adjusted by the National Geodetic Survey in June 1991..
 BS0111
 BS0111.The geoid height was determined by GEOID03.
 BS0111
 BS0111.The dynamic height is computed by dividing the NAVD 88
 BS0111.geopotential number by the normal gravity value computed on the
 BS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0111.degrees latitude (g = 980.6199 gals.).
 BS0111
 BS0111.The modeled gravity was interpolated from observed gravity values.
 BS0111
 BS0111;                    North         East    Units  Estimated Accuracy
 BS0111;SPC GA E     -   124,150.      165,690.      MT  (+/- 180 meters Scaled)
 BS0111
 BS0111                          SUPERSEDED SURVEY CONTROL
 BS0111
 BS0111  NGVD 29 (??/??/92)   46.338  (m)          152.03   (f) ADJ UNCH    2 0
 BS0111
 BS0111.Superseded values are not recommended for survey control.
 BS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0111.See file dsdata.txt to determine how the superseded data were derived.
 BS0111
 BS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ544438(NAD 83)
 BS0111_MARKER: DB = BENCH MARK DISK
 BS0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0111_STAMPING: B 101 1934
 BS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0111+STABILITY: SURFACE MOTION
 BS0111
 BS0111  HISTORY     - Date     Condition        Report By
 BS0111  HISTORY     - 1934     MONUMENTED       CGS
 BS0111
 BS0111                          STATION DESCRIPTION
 BS0111
 BS0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0111'AT GLENMORE.
 BS0111'AT GLENMORE, WARE COUNTY, ABOUT 24 YARDS WEST OF THE ATLANTIC
 BS0111'COAST LINE RAILROAD STATION, 41.5 FEET SOUTH OF THE SOUTH RAIL
 BS0111'OF THE MAIN TRACK, AND 26 FEET SOUTH OF THE SOUTH RAIL OF A
 BS0111'SIDETRACK.  A STANDARD DISK, STAMPED B 101 1934 AND SET IN THE
 BS0111'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1615 ***********************************************************************
 BD1615  DESIGNATION -  B 102
 BD1615  PID         -  BD1615
 BD1615  STATE/COUNTY-  GA/LOWNDES
 BD1615  USGS QUAD   -  INDIANOLA (1971)
 BD1615
 BD1615                         *CURRENT SURVEY CONTROL
 BD1615  ___________________________________________________________________
 BD1615* NAD 83(1986)-  30 51 41.     (N)    083 11 56.     (W)     SCALED    
 BD1615* NAVD 88     -        62.985  (meters)     206.64   (feet)  ADJUSTED  
 BD1615  ___________________________________________________________________
 BD1615  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BD1615  DYNAMIC HT  -          62.905 (meters)     206.38  (feet)  COMP
 BD1615  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 BD1615
 BD1615  VERT ORDER  -  SECOND    CLASS 0
 BD1615
 BD1615.The horizontal coordinates were scaled from a topographic map and have
 BD1615.an estimated accuracy of +/- 6 seconds.
 BD1615
 BD1615.The orthometric height was determined by differential leveling
 BD1615.and adjusted by the National Geodetic Survey in June 1991..
 BD1615
 BD1615.The geoid height was determined by GEOID03.
 BD1615
 BD1615.The dynamic height is computed by dividing the NAVD 88
 BD1615.geopotential number by the normal gravity value computed on the
 BD1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1615.degrees latitude (g = 980.6199 gals.).
 BD1615
 BD1615.The modeled gravity was interpolated from observed gravity values.
 BD1615
 BD1615;                    North         East    Units  Estimated Accuracy
 BD1615;SPC GA W     -    95,890.      792,550.      MT  (+/- 180 meters Scaled)
 BD1615
 BD1615                          SUPERSEDED SURVEY CONTROL
 BD1615
 BD1615  NGVD 29 (??/??/92)   63.195  (m)          207.33   (f) ADJ UNCH    2 0
 BD1615
 BD1615.Superseded values are not recommended for survey control.
 BD1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1615.See file dsdata.txt to determine how the superseded data were derived.
 BD1615
 BD1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ897163(NAD 83)
 BD1615_MARKER: DB = BENCH MARK DISK
 BD1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1615_STAMPING: B 102 1934
 BD1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1615+STABILITY: SURFACE MOTION
 BD1615
 BD1615  HISTORY     - Date     Condition        Report By
 BD1615  HISTORY     - 1934     MONUMENTED       CGS
 BD1615  HISTORY     - 1935     GOOD             NGS
 BD1615  HISTORY     - 1971     MARK NOT FOUND   NGS
 BD1615
 BD1615                          STATION DESCRIPTION
 BD1615
 BD1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1615'4.9 MI NE FROM VALDOSTA.
 BD1615'ABOUT 4.9 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1615'FROM THE STATION AT VALDOSTA, LOWNDES COUNTY, ABOUT 115 YARDS
 BD1615'WEST OF MILEPOST S 152, 44 FEET SOUTHWEST OF POLE 1210, 64 FEET
 BD1615'NORTH OF THE NORTH RAIL, AND 64 FEET SOUTH OF THE CENTER LINE
 BD1615'OF U.S. HIGHWAY 84.  A STANDARD DISK, STAMPED B 102 1934 AND
 BD1615'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 BD1615'ABOVE GROUND.
 BD1615
 BD1615                          STATION RECOVERY (1971)
 BD1615
 BD1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BD1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0956 ***********************************************************************
 DG0956  DESIGNATION -  B 103
 DG0956  PID         -  DG0956
 DG0956  STATE/COUNTY-  GA/MERIWETHER
 DG0956  USGS QUAD   -  LUTHERSVILLE (1971)
 DG0956
 DG0956                         *CURRENT SURVEY CONTROL
 DG0956  ___________________________________________________________________
 DG0956* NAD 83(1986)-  33 08 57.     (N)    084 44 33.     (W)     SCALED    
 DG0956* NAVD 88     -       265.793  (meters)     872.02   (feet)  ADJUSTED  
 DG0956  ___________________________________________________________________
 DG0956  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG0956  DYNAMIC HT  -         265.488 (meters)     871.02  (feet)  COMP
 DG0956  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 DG0956
 DG0956  VERT ORDER  -  SECOND    CLASS 0
 DG0956
 DG0956.The horizontal coordinates were scaled from a topographic map and have
 DG0956.an estimated accuracy of +/- 6 seconds.
 DG0956
 DG0956.The orthometric height was determined by differential leveling
 DG0956.and adjusted by the National Geodetic Survey in June 1991..
 DG0956
 DG0956.The geoid height was determined by GEOID03.
 DG0956
 DG0956.The dynamic height is computed by dividing the NAVD 88
 DG0956.geopotential number by the normal gravity value computed on the
 DG0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0956.degrees latitude (g = 980.6199 gals.).
 DG0956
 DG0956.The modeled gravity was interpolated from observed gravity values.
 DG0956
 DG0956;                    North         East    Units  Estimated Accuracy
 DG0956;SPC GA W     -   349,290.      646,280.      MT  (+/- 180 meters Scaled)
 DG0956
 DG0956                          SUPERSEDED SURVEY CONTROL
 DG0956
 DG0956  NGVD 29 (??/??/92)  265.799  (m)          872.04   (f) ADJ UNCH    2 0
 DG0956
 DG0956.Superseded values are not recommended for survey control.
 DG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0956.See file dsdata.txt to determine how the superseded data were derived.
 DG0956
 DG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB105700(NAD 83)
 DG0956_MARKER: DB = BENCH MARK DISK
 DG0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0956+STABILITY: SURFACE MOTION
 DG0956
 DG0956  HISTORY     - Date     Condition        Report By
 DG0956  HISTORY     - UNK      MONUMENTED       CGS
 DG0956  HISTORY     - 1953     MARK NOT FOUND   NGS
 DG0956
 DG0956                          STATION DESCRIPTION
 DG0956
 DG0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0956'4.3 MI S FROM LUTHERSVILLE.
 DG0956'4.3 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 DG0956'STATION AT LUTHERSVILLE, MERIWETHER COUNTY, 65 YARDS SOUTH OF
 DG0956'MILEPOST R 14, 34 FEET SOUTHWEST OF A ROAD CROSSING, 24.4 FEET
 DG0956'WEST OF THE WEST RAIL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0566 ***********************************************************************
 CM0566  DESIGNATION -  B 104
 CM0566  PID         -  CM0566
 CM0566  STATE/COUNTY-  GA/TALBOT
 CM0566  USGS QUAD   -  TALBOTTON (1985)
 CM0566
 CM0566                         *CURRENT SURVEY CONTROL
 CM0566  ___________________________________________________________________
 CM0566* NAD 83(1986)-  32 41 12.     (N)    084 32 18.     (W)     SCALED    
 CM0566* NAVD 88     -       204.740  (meters)     671.72   (feet)  ADJUSTED  
 CM0566  ___________________________________________________________________
 CM0566  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CM0566  DYNAMIC HT  -         204.509 (meters)     670.96  (feet)  COMP
 CM0566  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 CM0566
 CM0566  VERT ORDER  -  SECOND    CLASS 0
 CM0566
 CM0566.The horizontal coordinates were scaled from a topographic map and have
 CM0566.an estimated accuracy of +/- 6 seconds.
 CM0566
 CM0566.The orthometric height was determined by differential leveling
 CM0566.and adjusted by the National Geodetic Survey in June 1991..
 CM0566
 CM0566.The geoid height was determined by GEOID03.
 CM0566
 CM0566.The dynamic height is computed by dividing the NAVD 88
 CM0566.geopotential number by the normal gravity value computed on the
 CM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0566.degrees latitude (g = 980.6199 gals.).
 CM0566
 CM0566.The modeled gravity was interpolated from observed gravity values.
 CM0566
 CM0566;                    North         East    Units  Estimated Accuracy
 CM0566;SPC GA W     -   297,920.      665,150.      MT  (+/- 180 meters Scaled)
 CM0566
 CM0566                          SUPERSEDED SURVEY CONTROL
 CM0566
 CM0566  NGVD 29 (??/??/92)  204.800  (m)          671.91   (f) ADJ UNCH    2 0
 CM0566
 CM0566.Superseded values are not recommended for survey control.
 CM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0566.See file dsdata.txt to determine how the superseded data were derived.
 CM0566
 CM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB307192(NAD 83)
 CM0566_MARKER: DB = BENCH MARK DISK
 CM0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0566_STAMPING: B 104 1934 671.915
 CM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0566+STABILITY: SURFACE MOTION
 CM0566
 CM0566  HISTORY     - Date     Condition        Report By
 CM0566  HISTORY     - 1934     MONUMENTED       CGS
 CM0566  HISTORY     - 1954     GOOD             NGS
 CM0566
 CM0566                          STATION DESCRIPTION
 CM0566
 CM0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0566'0.7 MI N FROM TALBOTTON.
 CM0566'LOCATED 0.7 MILE NORTH ALONG THE ATLANTIC COAST LINE RAILROAD
 CM0566'FROM THE STATION IN TALBOTTON, 220 YARDS SOUTH OF MILEPOST 239,
 CM0566'22 FEET WEST OF THE WEST RAIL, 67 FEET NORTHEAST OF A LARGE TREE
 CM0566'IN FRONT OF A TENANT HOUSE, 220 PACES NORTH OF A WHISTLE POST
 CM0566'AND 4 FEET SOUTH OF THE FIFTH POLE SOUTH OF MILEPOST 239.  IT IS
 CM0566'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0566'6 INCHES AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0843 ***********************************************************************
 CL0843  DESIGNATION -  B 105
 CL0843  PID         -  CL0843
 CL0843  STATE/COUNTY-  GA/HOUSTON
 CL0843  USGS QUAD   -  UNADILLA (1973)
 CL0843
 CL0843                         *CURRENT SURVEY CONTROL
 CL0843  ___________________________________________________________________
 CL0843* NAD 83(1986)-  32 21 56.     (N)    083 39 50.     (W)     SCALED    
 CL0843* NAVD 88     -       130.035  (meters)     426.62   (feet)  ADJUSTED  
 CL0843  ___________________________________________________________________
 CL0843  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CL0843  DYNAMIC HT  -         129.888 (meters)     426.14  (feet)  COMP
 CL0843  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CL0843
 CL0843  VERT ORDER  -  SECOND    CLASS 0
 CL0843
 CL0843.The horizontal coordinates were scaled from a topographic map and have
 CL0843.an estimated accuracy of +/- 6 seconds.
 CL0843
 CL0843.The orthometric height was determined by differential leveling
 CL0843.and adjusted by the National Geodetic Survey in June 1991..
 CL0843
 CL0843.The geoid height was determined by GEOID03.
 CL0843
 CL0843.The dynamic height is computed by dividing the NAVD 88
 CL0843.geopotential number by the normal gravity value computed on the
 CL0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0843.degrees latitude (g = 980.6199 gals.).
 CL0843
 CL0843.The modeled gravity was interpolated from observed gravity values.
 CL0843
 CL0843;                    North         East    Units  Estimated Accuracy
 CL0843;SPC GA W     -   262,360.      747,320.      MT  (+/- 180 meters Scaled)
 CL0843
 CL0843                          SUPERSEDED SURVEY CONTROL
 CL0843
 CL0843  NGVD 29 (??/??/92)  130.180  (m)          427.10   (f) ADJ UNCH    2 0
 CL0843
 CL0843.Superseded values are not recommended for survey control.
 CL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0843.See file dsdata.txt to determine how the superseded data were derived.
 CL0843
 CL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR493840(NAD 83)
 CL0843_MARKER: DB = BENCH MARK DISK
 CL0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0843_STAMPING: B 105 1934
 CL0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0843+STABILITY: SURFACE MOTION
 CL0843
 CL0843  HISTORY     - Date     Condition        Report By
 CL0843  HISTORY     - 1934     MONUMENTED       CGS
 CL0843  HISTORY     - 1975     MARK NOT FOUND   USGS
 CL0843
 CL0843                          STATION DESCRIPTION
 CL0843
 CL0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0843'AT GROVANIA.
 CL0843'AT GROVANIA, HOUSTON COUNTY, 68 FEET WEST OF THE NORTHWEST
 CL0843'CORNER OF THE GEORGIA SOUTHERN AND FLORIDA RAILWAY STATION, ABOUT
 CL0843'140 YARDS NORTH OF MILEPOST 35, 45.5 FEET SOUTHWEST OF A ROAD
 CL0843'CROSSING, 35.9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 CL0843'22.7 FEET WEST OF THE WEST RAIL OF A SIDETRACK.  A STANDARD DISK,
 CL0843'STAMPED B 105 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0843'ABOUT 6 INCHES ABOVE GROUND.
 CL0843
 CL0843                          STATION RECOVERY (1975)
 CL0843
 CL0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CL0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0322 ***********************************************************************
 CL0322  DESIGNATION -  B 106
 CL0322  PID         -  CL0322
 CL0322  STATE/COUNTY-  GA/LAURENS
 CL0322  USGS QUAD   -  DUBLIN (1985)
 CL0322
 CL0322                         *CURRENT SURVEY CONTROL
 CL0322  ___________________________________________________________________
 CL0322* NAD 83(1986)-  32 32 03.     (N)    082 54 38.     (W)     SCALED    
 CL0322* NAVD 88     -        70.385  (meters)     230.92   (feet)  ADJUSTED  
 CL0322  ___________________________________________________________________
 CL0322  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL0322  DYNAMIC HT  -          70.305 (meters)     230.66  (feet)  COMP
 CL0322  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CL0322
 CL0322  VERT ORDER  -  FIRST     CLASS II
 CL0322
 CL0322.The horizontal coordinates were scaled from a topographic map and have
 CL0322.an estimated accuracy of +/- 6 seconds.
 CL0322
 CL0322.The orthometric height was determined by differential leveling
 CL0322.and adjusted by the National Geodetic Survey in June 1991..
 CL0322
 CL0322.The geoid height was determined by GEOID03.
 CL0322
 CL0322.The dynamic height is computed by dividing the NAVD 88
 CL0322.geopotential number by the normal gravity value computed on the
 CL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0322.degrees latitude (g = 980.6199 gals.).
 CL0322
 CL0322.The modeled gravity was interpolated from observed gravity values.
 CL0322
 CL0322;                    North         East    Units  Estimated Accuracy
 CL0322;SPC GA E     -   281,190.      130,120.      MT  (+/- 180 meters Scaled)
 CL0322
 CL0322                          SUPERSEDED SURVEY CONTROL
 CL0322
 CL0322  NGVD 29 (??/??/92)   70.544  (m)          231.44   (f) ADJ UNCH    1 2
 CL0322
 CL0322.Superseded values are not recommended for survey control.
 CL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0322.See file dsdata.txt to determine how the superseded data were derived.
 CL0322
 CL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS205012(NAD 83)
 CL0322_MARKER: DB = BENCH MARK DISK
 CL0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0322_STAMPING: 231.443 B 106 1934
 CL0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0322+STABILITY: SURFACE MOTION
 CL0322
 CL0322  HISTORY     - Date     Condition        Report By
 CL0322  HISTORY     - 1934     MONUMENTED       CGS
 CL0322  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL0322  HISTORY     - 1976     MARK NOT FOUND   NGS
 CL0322
 CL0322                          STATION DESCRIPTION
 CL0322
 CL0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0322'0.5 MI SW FROM DUBLIN.
 CL0322'0.5 MILE SOUTHWEST ALONG THE MACON, DUBLIN AND SAVANNAH RAILROAD FROM
 CL0322'THE STATION AT DUBLIN, LAURENS COUNTY, NEAR A STREET CROSSING, 145
 CL0322'FEET SOUTHWEST OF THE CENTERLINE OF SAXON STREET, 38.3 FEET SOUTHEAST
 CL0322'OF THE SOUTHEAST RAIL, 15.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 CL0322'THE WRIGHTSVILLE AND TENNILLE RAILROAD, AND 85 FEET SOUTH-SOUTHEAST
 CL0322'OF TALL CREOSOTED TELEPHONE POLE 1703.  A STANDARD DISK, STAMPED
 CL0322'231.443 B 106 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0322'3 INCHES ABOVE THE GROUND.
 CL0322
 CL0322                          STATION RECOVERY (1962)
 CL0322
 CL0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0322'MARK NOT FOUND.
 CL0322
 CL0322                          STATION RECOVERY (1976)
 CL0322
 CL0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CL0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0528 ***********************************************************************
 BT0528  DESIGNATION -  B 107
 BT0528  PID         -  BT0528
 BT0528  STATE/COUNTY-  GA/RANDOLPH
 BT0528  USGS QUAD   -  COLEMAN (1973)
 BT0528
 BT0528                         *CURRENT SURVEY CONTROL
 BT0528  ___________________________________________________________________
 BT0528* NAD 83(1986)-  31 40 16.     (N)    084 53 26.     (W)     SCALED    
 BT0528* NAVD 88     -       117.202  (meters)     384.52   (feet)  ADJUSTED  
 BT0528  ___________________________________________________________________
 BT0528  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT0528  DYNAMIC HT  -         117.063 (meters)     384.06  (feet)  COMP
 BT0528  MODELED GRAV-     979,449.6   (mgal)                       NAVD 88
 BT0528
 BT0528  VERT ORDER  -  SECOND    CLASS 0
 BT0528
 BT0528.The horizontal coordinates were scaled from a topographic map and have
 BT0528.an estimated accuracy of +/- 6 seconds.
 BT0528
 BT0528.The orthometric height was determined by differential leveling
 BT0528.and adjusted by the National Geodetic Survey in June 1991..
 BT0528
 BT0528.The geoid height was determined by GEOID03.
 BT0528
 BT0528.The dynamic height is computed by dividing the NAVD 88
 BT0528.geopotential number by the normal gravity value computed on the
 BT0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0528.degrees latitude (g = 980.6199 gals.).
 BT0528
 BT0528.The modeled gravity was interpolated from observed gravity values.
 BT0528
 BT0528;                    North         East    Units  Estimated Accuracy
 BT0528;SPC GA W     -   185,480.      631,360.      MT  (+/- 180 meters Scaled)
 BT0528
 BT0528                          SUPERSEDED SURVEY CONTROL
 BT0528
 BT0528  NGVD 29 (??/??/92)  117.259  (m)          384.71   (f) ADJ UNCH    2 0
 BT0528
 BT0528.Superseded values are not recommended for survey control.
 BT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0528.See file dsdata.txt to determine how the superseded data were derived.
 BT0528
 BT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA999059(NAD 83)
 BT0528_MARKER: DB = BENCH MARK DISK
 BT0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0528+STABILITY: SURFACE MOTION
 BT0528
 BT0528  HISTORY     - Date     Condition        Report By
 BT0528  HISTORY     - UNK      MONUMENTED       CGS
 BT0528
 BT0528                          STATION DESCRIPTION
 BT0528
 BT0528'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 BT0528'AT COLEMAN.
 BT0528'B-107 IS LOCATED 104 FT. EAST OF THE EAST CORNER OF THE CENTRAL OF
 BT0528'GEORGIA RAILWAY STATION, 53 FT. EAST OF SOUTHEAST END OF AN 18 IN.
 BT0528'TERRA COTTA PIPE CULVERT WITH CONCRETE HEADWALLS UNDER TRACK, 21.6 FT.
 BT0528'SOUTHEAST OF SOUTH RAIL OF MAINLINE TRACK, 20 FT. NORTHEAST OF R/W
 BT0528'FENCE CORNER, 1.3 FT. NORTHWEST OF R/W FENCE LINE.  STANDARD
 BT0528'TABLET SET IN TOP OF A CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0110 ***********************************************************************
 DG0110  DESIGNATION -  B 11
 DG0110  PID         -  DG0110
 DG0110  STATE/COUNTY-  GA/DE KALB
 DG0110  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0110
 DG0110                         *CURRENT SURVEY CONTROL
 DG0110  ___________________________________________________________________
 DG0110* NAD 83(1994)-  33 47 08.06629(N)    084 18 39.52394(W)     ADJUSTED  
 DG0110* NAVD 88     -       293.651  (meters)     963.42   (feet)  ADJUSTED  
 DG0110  ___________________________________________________________________
 DG0110  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG0110  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0110  DYNAMIC HT  -         293.326 (meters)     962.35  (feet)  COMP
 DG0110  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 DG0110
 DG0110  HORZ ORDER  -  SECOND
 DG0110  VERT ORDER  -  FIRST     CLASS II
 DG0110
 DG0110.The horizontal coordinates were established by classical geodetic methods
 DG0110.and adjusted by the National Geodetic Survey in September 1997..
 DG0110
 DG0110.The orthometric height was determined by differential leveling
 DG0110.and adjusted by the National Geodetic Survey in June 1991..
 DG0110
 DG0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0110
 DG0110.The geoid height was determined by GEOID03.
 DG0110
 DG0110.The dynamic height is computed by dividing the NAVD 88
 DG0110.geopotential number by the normal gravity value computed on the
 DG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0110.degrees latitude (g = 980.6199 gals.).
 DG0110
 DG0110.The modeled gravity was interpolated from observed gravity values.
 DG0110
 DG0110;                    North         East     Units Scale Factor Converg.
 DG0110;SPC GA W     -   419,731.195   686,635.673   MT  0.99990220   -0 04 48.9
 DG0110;SPC GA W     - 1,377,068.10  2,252,737.20   sFT  0.99990220   -0 04 48.9
 DG0110;UTM  16      - 3,741,631.717   748,982.636   MT  1.00036430   +1 29 46.0
 DG0110
 DG0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0110!SPC GA W     -   0.99995853  x   0.99990220  =   0.99986074
 DG0110!UTM  16      -   0.99995853  x   1.00036430  =   1.00032282
 DG0110
 DG0110|---------------------------------------------------------------------|
 DG0110| PID    Reference Object                     Distance      Geod. Az  |
 DG0110|                                                           dddmmss.s |
 DG0110| DG0109 B 12                                277.124 METERS 02738     |
 DG0110| DG0111 B 10                                348.493 METERS 20714     |
 DG0110| CZ2731 B 11 RM 2                            53.414 METERS 20744     |
 DG0110| CZ2730 B 11 RM 1                            26.246 METERS 20744     |
 DG0110|---------------------------------------------------------------------|
 DG0110
 DG0110                          SUPERSEDED SURVEY CONTROL
 DG0110
 DG0110  NAD 83(1986)-  33 47 08.07132(N)    084 18 39.52409(W) AD(       ) 2
 DG0110  NAD 27      -  33 47 07.69674(N)    084 18 39.80071(W) AD(       ) 2
 DG0110  NGVD 29 (??/??/92)  293.574  (m)          963.17   (f) ADJ UNCH    1 2
 DG0110
 DG0110.Superseded values are not recommended for survey control.
 DG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0110.See file dsdata.txt to determine how the superseded data were derived.
 DG0110
 DG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4898341632(NAD 83)
 DG0110_MARKER: DD = SURVEY DISK
 DG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0110_STAMPING: B 11
 DG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0110+STABILITY: SURFACE MOTION
 DG0110
 DG0110  HISTORY     - Date     Condition        Report By
 DG0110  HISTORY     - 1973     MONUMENTED       MARTA
 DG0110  HISTORY     - 1973     GOOD             NGS
 DG0110
 DG0110                          STATION DESCRIPTION
 DG0110
 DG0110'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0110'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON WEST SIDE OF
 DG0110'S.C.L. R/R, 11.9 FT WEST OF WEST RAIL, 78 FT EAST OF POWER POLE,
 DG0110'290 FT NORTH OF P.S. ON EAST SIDE OF S.C.L. R/R, 2250 + OR - N. OF
 DG0110'COVENTRY RD. CROSSING.
 DG0110
 DG0110                          STATION RECOVERY (1973)
 DG0110
 DG0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0110'1.1 MI NW FROM DECATUR.
 DG0110'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0110'SEABOARD COAST LINE RAILROAD ABOUT 1.4 MILES NORTHEAST OF W.
 DG0110'HOWARD AVE. MEASURED ALONG THE TRACKS, ABOUT 2100 FEET SOUTHWEST
 DG0110'OF THE N. DECATUR ROAD BRIDGE OVER THE SEABOARD COAST LINE
 DG0110'TRACKS, 290 FEET NORTHEAST OF A POINT OF SWITCH ON THE EAST SIDE
 DG0110'OF THE TRACKS, 78 FEET EAST OF A POWER POLE, 11.9 FEET WEST OF
 DG0110'THE WEST RAIL.  THE DISK IS SET ATOP A POURED CONCRETE POST FLUSH
 DG0110'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0058 ***********************************************************************
 BS0058  DESIGNATION -  B 110
 BS0058  PID         -  BS0058
 BS0058  STATE/COUNTY-  GA/WARE
 BS0058  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0058
 BS0058                         *CURRENT SURVEY CONTROL
 BS0058  ___________________________________________________________________
 BS0058* NAD 83(1986)-  31 11 56.     (N)    082 18 21.     (W)     SCALED    
 BS0058* NAVD 88     -        41.828  (meters)     137.23   (feet)  ADJUSTED  
 BS0058  ___________________________________________________________________
 BS0058  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BS0058  DYNAMIC HT  -          41.777 (meters)     137.06  (feet)  COMP
 BS0058  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BS0058
 BS0058  VERT ORDER  -  SECOND    CLASS 0
 BS0058
 BS0058.The horizontal coordinates were scaled from a topographic map and have
 BS0058.an estimated accuracy of +/- 6 seconds.
 BS0058
 BS0058.The orthometric height was determined by differential leveling
 BS0058.and adjusted by the National Geodetic Survey in June 1991..
 BS0058
 BS0058.The geoid height was determined by GEOID03.
 BS0058
 BS0058.The dynamic height is computed by dividing the NAVD 88
 BS0058.geopotential number by the normal gravity value computed on the
 BS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0058.degrees latitude (g = 980.6199 gals.).
 BS0058
 BS0058.The modeled gravity was interpolated from observed gravity values.
 BS0058
 BS0058;                    North         East    Units  Estimated Accuracy
 BS0058;SPC GA E     -   132,910.      186,740.      MT  (+/- 180 meters Scaled)
 BS0058
 BS0058                          SUPERSEDED SURVEY CONTROL
 BS0058
 BS0058  NGVD 29 (??/??/92)   42.105  (m)          138.14   (f) ADJ UNCH    2 0
 BS0058
 BS0058.Superseded values are not recommended for survey control.
 BS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0058.See file dsdata.txt to determine how the superseded data were derived.
 BS0058
 BS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ755523(NAD 83)
 BS0058_MARKER: DB = BENCH MARK DISK
 BS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0058_STAMPING: B 110 1934
 BS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0058+STABILITY: SURFACE MOTION
 BS0058
 BS0058  HISTORY     - Date     Condition        Report By
 BS0058  HISTORY     - 1934     MONUMENTED       CGS
 BS0058  HISTORY     - 1937     GOOD             NGS
 BS0058
 BS0058                          STATION DESCRIPTION
 BS0058
 BS0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BS0058'3 MI E FROM WAYCROSS.
 BS0058'3 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BS0058'STATION AT WAYCROSS, WARE COUNTY, 3 POLES EAST OF MILEPOST
 BS0058'B 56, 19 YARDS SOUTH OF THE CENTERLINE OF A ROAD PARALLELING THE
 BS0058'TRACK, AND 27 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 BS0058'STAMPED B 110 1934 AND SET IN THE TOP OF A CONCRETE POST
 BS0058'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0106 ***********************************************************************
 BS0106  DESIGNATION -  B 111
 BS0106  PID         -  BS0106
 BS0106  STATE/COUNTY-  GA/CHARLTON
 BS0106  USGS QUAD   -  WINOKUR (1988)
 BS0106
 BS0106                         *CURRENT SURVEY CONTROL
 BS0106  ___________________________________________________________________
 BS0106* NAD 83(1986)-  31 02 23.     (N)    082 01 14.     (W)     SCALED    
 BS0106* NAVD 88     -        21.618  (meters)      70.93   (feet)  ADJUSTED  
 BS0106  ___________________________________________________________________
 BS0106  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BS0106  DYNAMIC HT  -          21.592 (meters)      70.84  (feet)  COMP
 BS0106  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BS0106
 BS0106  VERT ORDER  -  SECOND    CLASS 0
 BS0106
 BS0106.The horizontal coordinates were scaled from a topographic map and have
 BS0106.an estimated accuracy of +/- 6 seconds.
 BS0106
 BS0106.The orthometric height was determined by differential leveling
 BS0106.and adjusted by the National Geodetic Survey in June 1991..
 BS0106
 BS0106.The geoid height was determined by GEOID03.
 BS0106
 BS0106.The dynamic height is computed by dividing the NAVD 88
 BS0106.geopotential number by the normal gravity value computed on the
 BS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0106.degrees latitude (g = 980.6199 gals.).
 BS0106
 BS0106.The modeled gravity was interpolated from observed gravity values.
 BS0106
 BS0106;                    North         East    Units  Estimated Accuracy
 BS0106;SPC GA E     -   115,260.      213,950.      MT  (+/- 180 meters Scaled)
 BS0106
 BS0106                          SUPERSEDED SURVEY CONTROL
 BS0106
 BS0106  NGVD 29 (??/??/92)   21.95   (m)           72.0    (f) COMPUTED    2 0
 BS0106
 BS0106.Superseded values are not recommended for survey control.
 BS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0106.See file dsdata.txt to determine how the superseded data were derived.
 BS0106
 BS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ026344(NAD 83)
 BS0106_MARKER: DB = BENCH MARK DISK
 BS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0106_STAMPING: B 111 1934
 BS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0106+STABILITY: SURFACE MOTION
 BS0106
 BS0106  HISTORY     - Date     Condition        Report By
 BS0106  HISTORY     - 1934     MONUMENTED       CGS
 BS0106  HISTORY     - 1935     GOOD             NGS
 BS0106
 BS0106                          STATION DESCRIPTION
 BS0106
 BS0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BS0106'AT WINOKUR.
 BS0106'B-111 IS LOCATED 53 YARDS NORTH OF THE ATLANTIC COAST LINE RAILWAY
 BS0106'STATION, 70 YARDS SOUTH OF BLOCK SIGNAL TOWER 587.8, 32.4 FT.
 BS0106'EAST OF EAST RAIL OF MAINLINE TRACK, 17 FT. EAST OF EAST RAIL
 BS0106'OF SIDE TRACK.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 BS0106'4 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1709 ***********************************************************************
 BD1709  DESIGNATION -  B 112
 BD1709  PID         -  BD1709
 BD1709  STATE/COUNTY-  GA/ECHOLS
 BD1709  USGS QUAD   -  TARVER (1971)
 BD1709
 BD1709                         *CURRENT SURVEY CONTROL
 BD1709  ___________________________________________________________________
 BD1709* NAD 83(1986)-  30 43 03.     (N)    082 55 19.     (W)     SCALED    
 BD1709* NAVD 88     -        46.534  (meters)     152.67   (feet)  ADJUSTED  
 BD1709  ___________________________________________________________________
 BD1709  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD1709  DYNAMIC HT  -          46.474 (meters)     152.47  (feet)  COMP
 BD1709  MODELED GRAV-     979,362.3   (mgal)                       NAVD 88
 BD1709
 BD1709  VERT ORDER  -  FIRST     CLASS II
 BD1709
 BD1709.The horizontal coordinates were scaled from a topographic map and have
 BD1709.an estimated accuracy of +/- 6 seconds.
 BD1709
 BD1709.The orthometric height was determined by differential leveling
 BD1709.and adjusted by the National Geodetic Survey in June 1991..
 BD1709
 BD1709.The geoid height was determined by GEOID03.
 BD1709
 BD1709.The dynamic height is computed by dividing the NAVD 88
 BD1709.geopotential number by the normal gravity value computed on the
 BD1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1709.degrees latitude (g = 980.6199 gals.).
 BD1709
 BD1709.The modeled gravity was interpolated from observed gravity values.
 BD1709
 BD1709;                    North         East    Units  Estimated Accuracy
 BD1709;SPC GA E     -    79,780.      127,660.      MT  (+/- 180 meters Scaled)
 BD1709
 BD1709                          SUPERSEDED SURVEY CONTROL
 BD1709
 BD1709  NGVD 29 (??/??/92)   46.747  (m)          153.37   (f) ADJ UNCH    1 2
 BD1709
 BD1709.Superseded values are not recommended for survey control.
 BD1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1709.See file dsdata.txt to determine how the superseded data were derived.
 BD1709
 BD1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP159998(NAD 83)
 BD1709_MARKER: DB = BENCH MARK DISK
 BD1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1709_STAMPING: B 112 1934
 BD1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1709+STABILITY: SURFACE MOTION
 BD1709
 BD1709  HISTORY     - Date     Condition        Report By
 BD1709  HISTORY     - 1934     MONUMENTED       CGS
 BD1709  HISTORY     - 1957     GOOD             NGS
 BD1709
 BD1709                          STATION DESCRIPTION
 BD1709
 BD1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1709'1 MI N FROM TARVER.
 BD1709'ABOUT 1.0 MILE NORTH ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1709'FROM THE CROSSING OF STATE HIGHWAY 94 AT TARVER, AT A POINT
 BD1709'WHERE THE ROAD PARALLELING THE TRACK TURNS SOUTH-SOUTHEAST AND
 BD1709'AWAY FROM THE TRACK, ABOUT 0.1 MILE NORTH OF MILEPOST NO. R
 BD1709'641/S 150, 61 1/4 FEET EAST OF THE EAST RAIL, 306 FEET SOUTH OF
 BD1709'THE CENTER OF A JUNCTION OF A ROAD AND A DRIVEWAY LEADING EAST
 BD1709'TO AN OLD FRAME BUILDING, 233 FEET SOUTH-SOUTHWEST AND ACROSS THE
 BD1709'ROAD FROM A POWER LINE POLE, 36 FEET WEST OF THE CENTER LINE OF
 BD1709'THE ROAD, 66 FEET SOUTHEAST OF THE 4TH TELEPHONE POLE NORTH OF
 BD1709'THE ABOVE MENTIONED MILEPOST, 2 1/2 FEET BELOW THE LEVEL OF THE
 BD1709'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0903 ***********************************************************************
 BT0903  DESIGNATION -  B 115
 BT0903  PID         -  BT0903
 BT0903  STATE/COUNTY-  GA/EARLY
 BT0903  USGS QUAD   -  COLUMBIA (1981)
 BT0903
 BT0903                         *CURRENT SURVEY CONTROL
 BT0903  ___________________________________________________________________
 BT0903* NAD 83(1986)-  31 18 41.     (N)    085 02 42.     (W)     SCALED    
 BT0903* NAVD 88     -        65.616  (meters)     215.28   (feet)  ADJUSTED  
 BT0903  ___________________________________________________________________
 BT0903  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BT0903  DYNAMIC HT  -          65.535 (meters)     215.01  (feet)  COMP
 BT0903  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 BT0903
 BT0903  VERT ORDER  -  SECOND    CLASS 0
 BT0903
 BT0903.The horizontal coordinates were scaled from a topographic map and have
 BT0903.an estimated accuracy of +/- 6 seconds.
 BT0903
 BT0903.The orthometric height was determined by differential leveling
 BT0903.and adjusted by the National Geodetic Survey in June 1991..
 BT0903
 BT0903.The geoid height was determined by GEOID03.
 BT0903
 BT0903.The dynamic height is computed by dividing the NAVD 88
 BT0903.geopotential number by the normal gravity value computed on the
 BT0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0903.degrees latitude (g = 980.6199 gals.).
 BT0903
 BT0903.The modeled gravity was interpolated from observed gravity values.
 BT0903
 BT0903;                    North         East    Units  Estimated Accuracy
 BT0903;SPC GA W     -   145,700.      616,400.      MT  (+/- 180 meters Scaled)
 BT0903
 BT0903                          SUPERSEDED SURVEY CONTROL
 BT0903
 BT0903  NGVD 29 (??/??/92)   65.695  (m)          215.53   (f) ADJ UNCH    2 0
 BT0903
 BT0903.Superseded values are not recommended for survey control.
 BT0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0903.See file dsdata.txt to determine how the superseded data were derived.
 BT0903
 BT0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV860657(NAD 83)
 BT0903_MARKER: DB = BENCH MARK DISK
 BT0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0903_STAMPING: B 115 1934
 BT0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0903+STABILITY: SURFACE MOTION
 BT0903
 BT0903  HISTORY     - Date     Condition        Report By
 BT0903  HISTORY     - 1934     MONUMENTED       CGS
 BT0903  HISTORY     - 1970     MARK NOT FOUND   USGS
 BT0903
 BT0903                          STATION DESCRIPTION
 BT0903
 BT0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0903'2.3 MI E FROM HILTON.
 BT0903'2.3 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0903'STATION AT HILTON, EARLY COUNTY, 29 RAILS NORTHEAST OF MILEPOST
 BT0903'L 96, 36 FEET WEST OF A PRIVATE ROAD CROSSING, AND 26 FEET
 BT0903'NORTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED B 115 1934 AND
 BT0903'SET IN THE TOP OF A CONCRETE POST.
 BT0903
 BT0903                          STATION RECOVERY (1970)
 BT0903
 BT0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BT0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0440 ***********************************************************************
 EE0440  DESIGNATION -  B 118
 EE0440  PID         -  EE0440
 EE0440  STATE/COUNTY-  GA/CHATTOOGA
 EE0440  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE0440
 EE0440                         *CURRENT SURVEY CONTROL
 EE0440  ___________________________________________________________________
 EE0440* NAD 83(1986)-  34 30 56.     (N)    085 29 41.     (W)     SCALED    
 EE0440* NAVD 88     -       478.991  (meters)    1571.49   (feet)  ADJUSTED  
 EE0440  ___________________________________________________________________
 EE0440  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE0440  DYNAMIC HT  -         478.495 (meters)    1569.86  (feet)  COMP
 EE0440  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 EE0440
 EE0440  VERT ORDER  -  SECOND    CLASS 0
 EE0440
 EE0440.The horizontal coordinates were scaled from a topographic map and have
 EE0440.an estimated accuracy of +/- 6 seconds.
 EE0440
 EE0440.The orthometric height was determined by differential leveling
 EE0440.and adjusted by the National Geodetic Survey in June 1991..
 EE0440
 EE0440.The geoid height was determined by GEOID03.
 EE0440
 EE0440.The dynamic height is computed by dividing the NAVD 88
 EE0440.geopotential number by the normal gravity value computed on the
 EE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0440.degrees latitude (g = 980.6199 gals.).
 EE0440
 EE0440.The modeled gravity was interpolated from observed gravity values.
 EE0440
 EE0440;                    North         East    Units  Estimated Accuracy
 EE0440;SPC GA W     -   501,490.      578,060.      MT  (+/- 180 meters Scaled)
 EE0440
 EE0440                          SUPERSEDED SURVEY CONTROL
 EE0440
 EE0440  NGVD 29 (??/??/92)  478.95   (m)         1571.4    (f) COMPUTED    2 0
 EE0440
 EE0440.Superseded values are not recommended for survey control.
 EE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0440.See file dsdata.txt to determine how the superseded data were derived.
 EE0440
 EE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD381203(NAD 83)
 EE0440_MARKER: DB = BENCH MARK DISK
 EE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0440_STAMPING: B 118 1934
 EE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0440+STABILITY: SURFACE MOTION
 EE0440
 EE0440  HISTORY     - Date     Condition        Report By
 EE0440  HISTORY     - 1934     MONUMENTED       CGS
 EE0440
 EE0440                          STATION DESCRIPTION
 EE0440
 EE0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE0440'IN CLOUDLAND.
 EE0440'ALONG GEORGIA HIGHWAY 1, 80 YDS, W. OF CLOUDLAND POST OFFICE AND
 EE0440'ACROSS GRAVEL ROAD TO THE W. FROM TRIANGULAR PARK FORMED BY
 EE0440'INTERSECTION.  MARK IS 11 YDS. W. OF CENTERLINE OF W. LEG OF
 EE0440'INTERSECTION, 21 YDS. N. OF CENTERLINE OF GRAVEL ROAD W. TO
 EE0440'CLOUDLAND HOTEL, ABOUT 80 YDS. S. OF STORE AND 3 YDS. S. OF
 EE0440'6 IN PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0441 ***********************************************************************
 EE0441  DESIGNATION -  B 118 RESET 1940
 EE0441  PID         -  EE0441
 EE0441  STATE/COUNTY-  GA/CHATTOOGA
 EE0441  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE0441
 EE0441                         *CURRENT SURVEY CONTROL
 EE0441  ___________________________________________________________________
 EE0441* NAD 83(1986)-  34 30 56.     (N)    085 29 41.     (W)     SCALED    
 EE0441* NAVD 88     -       480.921  (meters)    1577.82   (feet)  ADJUSTED  
 EE0441  ___________________________________________________________________
 EE0441  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE0441  DYNAMIC HT  -         480.423 (meters)    1576.19  (feet)  COMP
 EE0441  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 EE0441
 EE0441  VERT ORDER  -  SECOND    CLASS 0
 EE0441
 EE0441.The horizontal coordinates were scaled from a topographic map and have
 EE0441.an estimated accuracy of +/- 6 seconds.
 EE0441
 EE0441.The orthometric height was determined by differential leveling
 EE0441.and adjusted by the National Geodetic Survey in June 1991..
 EE0441
 EE0441.The geoid height was determined by GEOID03.
 EE0441
 EE0441.The dynamic height is computed by dividing the NAVD 88
 EE0441.geopotential number by the normal gravity value computed on the
 EE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0441.degrees latitude (g = 980.6199 gals.).
 EE0441
 EE0441.The modeled gravity was interpolated from observed gravity values.
 EE0441
 EE0441;                    North         East    Units  Estimated Accuracy
 EE0441;SPC GA W     -   501,490.      578,060.      MT  (+/- 180 meters Scaled)
 EE0441
 EE0441                          SUPERSEDED SURVEY CONTROL
 EE0441
 EE0441  NGVD 29 (??/??/92)  480.887  (m)         1577.71   (f) ADJ UNCH    2 0
 EE0441
 EE0441.Superseded values are not recommended for survey control.
 EE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0441.See file dsdata.txt to determine how the superseded data were derived.
 EE0441
 EE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD381203(NAD 83)
 EE0441_MARKER: DB = BENCH MARK DISK
 EE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0441_STAMPING: B 118 RESET 1940
 EE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0441+STABILITY: SURFACE MOTION
 EE0441
 EE0441  HISTORY     - Date     Condition        Report By
 EE0441  HISTORY     - 1940     MONUMENTED       CGS
 EE0441  HISTORY     - 1972     GOOD             NGS
 EE0441
 EE0441                          STATION DESCRIPTION
 EE0441
 EE0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0441'AT CLOUDLAND.
 EE0441'AT CLOUDLAND, 30 FEET NORTH OF THE CENTER OF THE INTERSECTION
 EE0441'OF STATE HIGHWAYS 48, 239 AND A PAVED ROAD LEADING SOUTH, 278
 EE0441'FEET WEST OF THE NORTHWEST CORNER OF THE POST OFFICE AT CLOUDLAND,
 EE0441'145 1/2 FEET WEST OF THE NORTH POINT OF A TRIANGULAR JUNCTION OF
 EE0441'STATE HIGHWAY 239 AND A DRIVEWAY LEADING TO THE POST OFFICE,
 EE0441'106 1/2 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 239,
 EE0441'200 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE STONE AND BROWN
 EE0441'STAINED WOOD RESIDENCE, IN THE EAST CORNER OF THE LAWN FOR THE
 EE0441'RESIDENCE, 165 FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM
 EE0441'A LARGE MONUMENT TO JOHN W LEDBETTER, 6 FEET EAST OF A 24-INCH OAK
 EE0441'TREE THAT IS LEANING TO THE NORTHEAST, ABOUT 18 FEET ABOVE THE
 EE0441'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A 6-INCH CONCRETE
 EE0441'POST THAT IS EMBEDDED IN CONCRETE AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0433 ***********************************************************************
 EE0433  DESIGNATION -  B 119
 EE0433  PID         -  EE0433
 EE0433  STATE/COUNTY-  GA/WALKER
 EE0433  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE0433
 EE0433                         *CURRENT SURVEY CONTROL
 EE0433  ___________________________________________________________________
 EE0433* NAD 83(1986)-  34 56 04.     (N)    085 17 49.     (W)     SCALED    
 EE0433* NAVD 88     -       265.489  (meters)     871.03   (feet)  ADJUSTED  
 EE0433  ___________________________________________________________________
 EE0433  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EE0433  DYNAMIC HT  -         265.222 (meters)     870.15  (feet)  COMP
 EE0433  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 EE0433
 EE0433  VERT ORDER  -  SECOND    CLASS 0
 EE0433
 EE0433.The horizontal coordinates were scaled from a topographic map and have
 EE0433.an estimated accuracy of +/- 6 seconds.
 EE0433
 EE0433.The orthometric height was determined by differential leveling
 EE0433.and adjusted by the National Geodetic Survey in June 1991..
 EE0433
 EE0433.The geoid height was determined by GEOID03.
 EE0433
 EE0433.The dynamic height is computed by dividing the NAVD 88
 EE0433.geopotential number by the normal gravity value computed on the
 EE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0433.degrees latitude (g = 980.6199 gals.).
 EE0433
 EE0433.The modeled gravity was interpolated from observed gravity values.
 EE0433
 EE0433;                    North         East    Units  Estimated Accuracy
 EE0433;SPC GA W     -   547,740.      596,750.      MT  (+/- 180 meters Scaled)
 EE0433
 EE0433                          SUPERSEDED SURVEY CONTROL
 EE0433
 EE0433  NGVD 29 (??/??/92)  265.498  (m)          871.05   (f) ADJ UNCH    2 0
 EE0433
 EE0433.Superseded values are not recommended for survey control.
 EE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0433.See file dsdata.txt to determine how the superseded data were derived.
 EE0433
 EE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD555670(NAD 83)
 EE0433_MARKER: DB = BENCH MARK DISK
 EE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0433_STAMPING: B 119 1934
 EE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0433+STABILITY: SURFACE MOTION
 EE0433
 EE0433  HISTORY     - Date     Condition        Report By
 EE0433  HISTORY     - 1934     MONUMENTED       CGS
 EE0433  HISTORY     - 1972     GOOD             NGS
 EE0433  HISTORY     - 1989     GOOD             USPSQD
 EE0433
 EE0433                          STATION DESCRIPTION
 EE0433
 EE0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0433'3.7 MI S FROM ROSSVILLE.
 EE0433'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 2 (MC FARLAND AVENUE)
 EE0433'FROM THE POST OFFICE AT ROSSVILLE, THENCE 2.25 MILE SOUTH ALONG
 EE0433'THE CENTRAL OF GEORGIA RAILWAY, 11 RAILS NORTHWEST OF MILEPOST 441,
 EE0433'18 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 86 FEET
 EE0433'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 6 FEET
 EE0433'SOUTHWEST OF A RIGHT-OF-WAY FENCE, ON THE SIDE OF A BANK THAT
 EE0433'SLOPES TO THE NORTHWEST, 0.5 FOOT SOUTH OF A METAL WITNESS POST,
 EE0433'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 EE0433'OF A CONCRETE POST ABOUT 1 INCH BELOW GROUND.
 EE0433
 EE0433                          STATION RECOVERY (1989)
 EE0433
 EE0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 EE0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0109 ***********************************************************************
 DG0109  DESIGNATION -  B 12
 DG0109  PID         -  DG0109
 DG0109  STATE/COUNTY-  GA/DE KALB
 DG0109  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0109
 DG0109                         *CURRENT SURVEY CONTROL
 DG0109  ___________________________________________________________________
 DG0109* NAD 83(1994)-  33 47 16.03424(N)    084 18 34.52665(W)     ADJUSTED  
 DG0109* NAVD 88     -       292.555  (meters)     959.82   (feet)  ADJUSTED  
 DG0109  ___________________________________________________________________
 DG0109  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG0109  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0109  DYNAMIC HT  -         292.232 (meters)     958.76  (feet)  COMP
 DG0109  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DG0109
 DG0109  HORZ ORDER  -  SECOND
 DG0109  VERT ORDER  -  FIRST     CLASS II
 DG0109
 DG0109.The horizontal coordinates were established by classical geodetic methods
 DG0109.and adjusted by the National Geodetic Survey in September 1997..
 DG0109
 DG0109.The orthometric height was determined by differential leveling
 DG0109.and adjusted by the National Geodetic Survey in June 1991..
 DG0109
 DG0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0109
 DG0109.The geoid height was determined by GEOID03.
 DG0109
 DG0109.The dynamic height is computed by dividing the NAVD 88
 DG0109.geopotential number by the normal gravity value computed on the
 DG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0109.degrees latitude (g = 980.6199 gals.).
 DG0109
 DG0109.The modeled gravity was interpolated from observed gravity values.
 DG0109
 DG0109;                    North         East     Units Scale Factor Converg.
 DG0109;SPC GA W     -   419,976.490   686,764.565   MT  0.99990216   -0 04 46.1
 DG0109;SPC GA W     - 1,377,872.87  2,253,160.08   sFT  0.99990216   -0 04 46.1
 DG0109;UTM  16      - 3,741,880.580   749,104.788   MT  1.00036505   +1 29 49.0
 DG0109
 DG0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0109!SPC GA W     -   0.99995871  x   0.99990216  =   0.99986087
 DG0109!UTM  16      -   0.99995871  x   1.00036505  =   1.00032374
 DG0109
 DG0109|---------------------------------------------------------------------|
 DG0109| PID    Reference Object                     Distance      Geod. Az  |
 DG0109|                                                           dddmmss.s |
 DG0109| DG0108 B 13                                376.813 METERS 02725     |
 DG0109| DG0110 B 11                                277.124 METERS 20738     |
 DG0109| CZ2733 B 12 RM 2                            49.738 METERS 20759     |
 DG0109| CZ2732 B 12 RM 1                            24.168 METERS 20759     |
 DG0109|---------------------------------------------------------------------|
 DG0109
 DG0109                          SUPERSEDED SURVEY CONTROL
 DG0109
 DG0109  NAD 83(1986)-  33 47 16.03926(N)    084 18 34.52674(W) AD(       ) 2
 DG0109  NAD 27      -  33 47 15.66510(N)    084 18 34.80369(W) AD(       ) 2
 DG0109  NGVD 29 (??/??/92)  292.478  (m)          959.57   (f) ADJ UNCH    1 2
 DG0109
 DG0109.Superseded values are not recommended for survey control.
 DG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0109.See file dsdata.txt to determine how the superseded data were derived.
 DG0109
 DG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4910541881(NAD 83)
 DG0109_MARKER: DD = SURVEY DISK
 DG0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0109_STAMPING: B 12
 DG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0109+STABILITY: SURFACE MOTION
 DG0109
 DG0109  HISTORY     - Date     Condition        Report By
 DG0109  HISTORY     - 1973     MONUMENTED       MARTA
 DG0109  HISTORY     - 1973     GOOD             NGS
 DG0109
 DG0109                          STATION DESCRIPTION
 DG0109
 DG0109'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0109'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON THE WEST SIDE
 DG0109'OF S.C.L. R/R, 9.68 FT WEST OF WEST RAIL, 400 FT NORTH OF POWER
 DG0109'LINE CROSSING OVER R.R. AND 1200 FT SOUTH OF BRIDGE ON NORTH
 DG0109'DECATUR RD. OVER S.C.L. R/R.
 DG0109
 DG0109                          STATION RECOVERY (1973)
 DG0109
 DG0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0109'1.2 MI NW FROM DECATUR.
 DG0109'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE SEABOARD
 DG0109'COAST LINE RAILROAD ABOUT 1.8 MILES NORTHEAST OF W. HOWARD AVE.
 DG0109'MEASURED ALONG THE TRACKS, ABOUT 1200 FEET SOUTHWEST OF THE NORTH
 DG0109'DECATUR ROAD BRIDGE OVER THE TRACKS, 400 FEET NORTHEAST OF A
 DG0109'POWER LINE CROSSING OVER THE TRACKS, 9.7 FEET WEST OF THE WEST
 DG0109'RAIL.  THE DISK IS ATOP A POURED CONCRETE POST FLUSH WITH THE
 DG0109'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0446 ***********************************************************************
 EE0446  DESIGNATION -  B 120
 EE0446  PID         -  EE0446
 EE0446  STATE/COUNTY-  GA/CATOOSA
 EE0446  USGS QUAD   -  RINGGOLD (1983)
 EE0446
 EE0446                         *CURRENT SURVEY CONTROL
 EE0446  ___________________________________________________________________
 EE0446* NAD 83(1986)-  34 58 04.     (N)    085 06 36.     (W)     SCALED    
 EE0446* NAVD 88     -       223.969  (meters)     734.80   (feet)  ADJUSTED  
 EE0446  ___________________________________________________________________
 EE0446  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 EE0446  DYNAMIC HT  -         223.746 (meters)     734.07  (feet)  COMP
 EE0446  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 EE0446
 EE0446  VERT ORDER  -  SECOND    CLASS 0
 EE0446
 EE0446.The horizontal coordinates were scaled from a topographic map and have
 EE0446.an estimated accuracy of +/- 6 seconds.
 EE0446
 EE0446.The orthometric height was determined by differential leveling
 EE0446.and adjusted by the National Geodetic Survey in June 1991..
 EE0446
 EE0446.The geoid height was determined by GEOID03.
 EE0446
 EE0446.The dynamic height is computed by dividing the NAVD 88
 EE0446.geopotential number by the normal gravity value computed on the
 EE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0446.degrees latitude (g = 980.6199 gals.).
 EE0446
 EE0446.The modeled gravity was interpolated from observed gravity values.
 EE0446
 EE0446;                    North         East    Units  Estimated Accuracy
 EE0446;SPC GA W     -   551,260.      613,860.      MT  (+/- 180 meters Scaled)
 EE0446
 EE0446                          SUPERSEDED SURVEY CONTROL
 EE0446
 EE0446  NGVD 29 (??/??/92)  223.971  (m)          734.81   (f) ADJ UNCH    2 0
 EE0446
 EE0446.Superseded values are not recommended for survey control.
 EE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0446.See file dsdata.txt to determine how the superseded data were derived.
 EE0446
 EE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD725711(NAD 83)
 EE0446_MARKER: DB = BENCH MARK DISK
 EE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0446_STAMPING: B 120 1934
 EE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0446+STABILITY: SURFACE MOTION
 EE0446
 EE0446  HISTORY     - Date     Condition        Report By
 EE0446  HISTORY     - 1934     MONUMENTED       CGS
 EE0446  HISTORY     - 1936     GOOD             NGS
 EE0446  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0446
 EE0446                          STATION DESCRIPTION
 EE0446
 EE0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 EE0446'2 MI SE FROM GRAYSVILLE.
 EE0446'2.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0446'FROM THE STATION AT GRAYSVILLE, 9-1/2 POLES NORTHWEST OF MILEPOST
 EE0446'118, AT A FARM-ROAD CROSSING, 28 FEET NORTHEAST OF THE NORTHEAST
 EE0446'RAIL, 22 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 4
 EE0446'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 120 1934
 EE0446'AND SET IN THE TOP OF A CONCRETE POST.
 EE0446
 EE0446                          STATION RECOVERY (1972)
 EE0446
 EE0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0454 ***********************************************************************
 EE0454  DESIGNATION -  B 121
 EE0454  PID         -  EE0454
 EE0454  STATE/COUNTY-  GA/WHITFIELD
 EE0454  USGS QUAD   -  TUNNEL HILL (1983)
 EE0454
 EE0454                         *CURRENT SURVEY CONTROL
 EE0454  ___________________________________________________________________
 EE0454* NAD 83(1986)-  34 50 19.     (N)    085 01 50.     (W)     SCALED    
 EE0454* NAVD 88     -       254.554  (meters)     835.15   (feet)  ADJUSTED  
 EE0454  ___________________________________________________________________
 EE0454  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 EE0454  DYNAMIC HT  -         254.298 (meters)     834.31  (feet)  COMP
 EE0454  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 EE0454
 EE0454  VERT ORDER  -  SECOND    CLASS 0
 EE0454
 EE0454.The horizontal coordinates were scaled from a topographic map and have
 EE0454.an estimated accuracy of +/- 6 seconds.
 EE0454
 EE0454.The orthometric height was determined by differential leveling
 EE0454.and adjusted by the National Geodetic Survey in June 1991..
 EE0454
 EE0454.The geoid height was determined by GEOID03.
 EE0454
 EE0454.The dynamic height is computed by dividing the NAVD 88
 EE0454.geopotential number by the normal gravity value computed on the
 EE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0454.degrees latitude (g = 980.6199 gals.).
 EE0454
 EE0454.The modeled gravity was interpolated from observed gravity values.
 EE0454
 EE0454;                    North         East    Units  Estimated Accuracy
 EE0454;SPC GA W     -   536,860.      620,990.      MT  (+/- 180 meters Scaled)
 EE0454
 EE0454                          SUPERSEDED SURVEY CONTROL
 EE0454
 EE0454  NGVD 29 (??/??/92)  254.541  (m)          835.11   (f) ADJ UNCH    2 0
 EE0454
 EE0454.Superseded values are not recommended for survey control.
 EE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0454.See file dsdata.txt to determine how the superseded data were derived.
 EE0454
 EE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD800569(NAD 83)
 EE0454_MARKER: DB = BENCH MARK DISK
 EE0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0454_SP_SET: TUNNEL
 EE0454_STAMPING: B 121 1934
 EE0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0454
 EE0454  HISTORY     - Date     Condition        Report By
 EE0454  HISTORY     - 1934     MONUMENTED       CGS
 EE0454  HISTORY     - 1972     GOOD             NGS
 EE0454
 EE0454                          STATION DESCRIPTION
 EE0454
 EE0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0454'0.7 MI E FROM TUNNEL HILL.
 EE0454'ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0454'FROM THE ABANDONED STATION, WHICH IS NOW A PART OF THE RED HAT
 EE0454'FEED MILL, AT TUNNEL HILL, 6 POLES WEST OF MILEPOST 106, 14.1 FEET
 EE0454'EAST OF THE EAST CONCRETE PORTAL OF THE CHETOOGETA MOUNTAIN
 EE0454'RAILROAD TUNNEL, 5 FEET NORTH OF THE NORTH RAIL, SET VERTICALLY
 EE0454'IN AN OFFSET IN THE NORTH CONCRETE RETAINING WALL AT THE EAST
 EE0454'END OF THE TUNNEL, 1 FOOT ABOVE THE GROUND AND 1/2 FOOT BELOW THE
 EE0454'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0359 ***********************************************************************
 EE0359  DESIGNATION -  B 122
 EE0359  PID         -  EE0359
 EE0359  STATE/COUNTY-  GA/GILMER
 EE0359  USGS QUAD   -  CRANDALL (1971)
 EE0359
 EE0359                         *CURRENT SURVEY CONTROL
 EE0359  ___________________________________________________________________
 EE0359* NAD 83(1986)-  34 47 00.     (N)    084 37 48.     (W)     SCALED    
 EE0359* NAVD 88     -       732.656  (meters)    2403.72   (feet)  ADJUSTED  
 EE0359  ___________________________________________________________________
 EE0359  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE0359  DYNAMIC HT  -         731.858 (meters)    2401.10  (feet)  COMP
 EE0359  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 EE0359
 EE0359  VERT ORDER  -  SECOND    CLASS 0
 EE0359
 EE0359.The horizontal coordinates were scaled from a topographic map and have
 EE0359.an estimated accuracy of +/- 6 seconds.
 EE0359
 EE0359.The orthometric height was determined by differential leveling
 EE0359.and adjusted by the National Geodetic Survey in June 1991..
 EE0359
 EE0359.The geoid height was determined by GEOID03.
 EE0359
 EE0359.The dynamic height is computed by dividing the NAVD 88
 EE0359.geopotential number by the normal gravity value computed on the
 EE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0359.degrees latitude (g = 980.6199 gals.).
 EE0359
 EE0359.The modeled gravity was interpolated from observed gravity values.
 EE0359
 EE0359;                    North         East    Units  Estimated Accuracy
 EE0359;SPC GA W     -   530,490.      657,600.      MT  (+/- 180 meters Scaled)
 EE0359
 EE0359                          SUPERSEDED SURVEY CONTROL
 EE0359
 EE0359  NGVD 29 (??/??/92)  732.630  (m)         2403.64   (f) ADJ UNCH    2 0
 EE0359
 EE0359.Superseded values are not recommended for survey control.
 EE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0359.See file dsdata.txt to determine how the superseded data were derived.
 EE0359
 EE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD168515(NAD 83)
 EE0359_MARKER: DB = BENCH MARK DISK
 EE0359_SETTING: 80 = SET IN A BOULDER
 EE0359_STAMPING: B 122 1934
 EE0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0359+STABILITY: SURFACE MOTION
 EE0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0359+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 EE0359
 EE0359  HISTORY     - Date     Condition        Report By
 EE0359  HISTORY     - 1934     MONUMENTED       CGS
 EE0359  HISTORY     - 1972     GOOD             NGS
 EE0359  HISTORY     - 20040202 GOOD             GADT
 EE0359
 EE0359                          STATION DESCRIPTION
 EE0359
 EE0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0359'12.6 MI W FROM ELLIJAY.
 EE0359'ABOUT 12.6 MILES WEST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 52,
 EE0359'FROM THE COUNTY COURTHOUSE AT ELLIJAY, OR ABOUT 11.85 MILES EAST
 EE0359'ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 52 FROM THE COUNTY
 EE0359'COURTHOUSE AT CHATSWORTH, 0.45 MILE EAST OF THE GILMER-MURRAY
 EE0359'COUNTY LINE, ON THE EAST SLOPE OF FORT MOUNTAIN AND ON A RIDGE
 EE0359'OVERLOOKING VALLEYS TO THE NORTHWEST AND THE SOUTHEAST, 36 1/2
 EE0359'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 EE0359'OF A 6- BY 7-FOOT BOULDER WHICH PROJECTS 4 1/2 FEET ON THE
 EE0359'NORTHWEST SIDE, 22 1/2 FEET NORTHEAST OF A 22-INCH OAK TREE THAT
 EE0359'BEARS A WITNESS SHIELD, 175 1/2 FEET SOUTHWEST OF A U.S. FOREST
 EE0359'SERVICE SIGN THAT WARNS OF FOREST FIRES, 8.4 FEET NORTH OF A
 EE0359'METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 EE0359
 EE0359                          STATION RECOVERY (2004)
 EE0359
 EE0359'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0743 ***********************************************************************
 ED0743  DESIGNATION -  B 123 RESET 1958
 ED0743  PID         -  ED0743
 ED0743  STATE/COUNTY-  GA/UNION
 ED0743  USGS QUAD   -  BLAIRSVILLE (1988)
 ED0743
 ED0743                         *CURRENT SURVEY CONTROL
 ED0743  ___________________________________________________________________
 ED0743* NAD 83(1986)-  34 54 01.     (N)    083 55 14.     (W)     SCALED    
 ED0743* NAVD 88     -       624.68   (meters)    2049.5    (feet)  RESET     
 ED0743  ___________________________________________________________________
 ED0743  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 ED0743
 ED0743  VERT ORDER  -  THIRD
 ED0743
 ED0743.The horizontal coordinates were scaled from a topographic map and have
 ED0743.an estimated accuracy of +/- 6 seconds.
 ED0743
 ED0743.The orthometric height was computed from unverified reset data.
 ED0743.No vertical observational check was made to the station.
 ED0743
 ED0743.The geoid height was determined by GEOID03.
 ED0743
 ED0743;                    North         East    Units  Estimated Accuracy
 ED0743;SPC GA W     -   543,390.      722,490.      MT  (+/- 180 meters Scaled)
 ED0743
 ED0743                          SUPERSEDED SURVEY CONTROL
 ED0743
 ED0743  NGVD 29 (??/??/??)  624.66   (m)         2049.4    (f) RESET       3  
 ED0743
 ED0743.Superseded values are not recommended for survey control.
 ED0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0743.See file dsdata.txt to determine how the superseded data were derived.
 ED0743
 ED0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU331658(NAD 83)
 ED0743_MARKER: DB = BENCH MARK DISK
 ED0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0743_STAMPING: B 123 RESET 1958
 ED0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0743+STABILITY: SURFACE MOTION
 ED0743
 ED0743  HISTORY     - Date     Condition        Report By
 ED0743  HISTORY     - 1958     MONUMENTED       CGS
 ED0743
 ED0743                          STATION DESCRIPTION
 ED0743
 ED0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 ED0743'3.2 MI NE FROM BLAIRSVILLE.
 ED0743'ABOUT 3.2 MILES NE ALONG NO. 76 U.S. HIGHWAY FROM THE COURTHOUSE
 ED0743'IN BLAIRSVILLE, ABOUT 5.1 MILES SW ALONG THE SAME HIGHWAY FROM
 ED0743'ITS JUNCTION WITH NO. 66 GA. HWY. IN YOUNG HARRIS, AN ESTIMATED
 ED0743'300 YARDS NW OF ZEBULON BAPTIST CHURCH, 146 FEET W OF THE CENTER
 ED0743'LINE OF A SMALL BRANCH, 30 YARDS E OF THE PROJECTED LINE OF A
 ED0743'FLAGSTONE WALKWAY ALONG THE CREST OF A RIDGE TO AN OLD HOUSE,
 ED0743'65 FEET S OF THE CENTER LINE OF 24-FOOT HIGHWAY PAVEMENT, 2 FEET
 ED0743'E OF A STEEL WITNESS POST, AND PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0512 ***********************************************************************
 ED0512  DESIGNATION -  B 124
 ED0512  PID         -  ED0512
 ED0512  STATE/COUNTY-  GA/RABUN
 ED0512  USGS QUAD   -  DILLARD (1988)
 ED0512
 ED0512                         *CURRENT SURVEY CONTROL
 ED0512  ___________________________________________________________________
 ED0512* NAD 83(1986)-  34 52 42.     (N)    083 24 09.     (W)     SCALED    
 ED0512* NAVD 88     -       586.355  (meters)    1923.73   (feet)  ADJUSTED  
 ED0512  ___________________________________________________________________
 ED0512  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 ED0512  DYNAMIC HT  -         585.720 (meters)    1921.65  (feet)  COMP
 ED0512  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 ED0512
 ED0512  VERT ORDER  -  SECOND    CLASS 0
 ED0512
 ED0512.The horizontal coordinates were scaled from a topographic map and have
 ED0512.an estimated accuracy of +/- 6 seconds.
 ED0512
 ED0512.The orthometric height was determined by differential leveling
 ED0512.and adjusted by the National Geodetic Survey in June 1991..
 ED0512
 ED0512.The geoid height was determined by GEOID03.
 ED0512
 ED0512.The dynamic height is computed by dividing the NAVD 88
 ED0512.geopotential number by the normal gravity value computed on the
 ED0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0512.degrees latitude (g = 980.6199 gals.).
 ED0512
 ED0512.The modeled gravity was interpolated from observed gravity values.
 ED0512
 ED0512;                    North         East    Units  Estimated Accuracy
 ED0512;SPC GA W     -   541,190.      769,860.      MT  (+/- 180 meters Scaled)
 ED0512
 ED0512                          SUPERSEDED SURVEY CONTROL
 ED0512
 ED0512  NGVD 29 (??/??/92)  586.357  (m)         1923.74   (f) ADJ UNCH    2 0
 ED0512
 ED0512.Superseded values are not recommended for survey control.
 ED0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0512.See file dsdata.txt to determine how the superseded data were derived.
 ED0512
 ED0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU804621(NAD 83)
 ED0512_MARKER: DB = BENCH MARK DISK
 ED0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0512_STAMPING: B 124 1934 1923.740
 ED0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0512+STABILITY: SURFACE MOTION
 ED0512
 ED0512  HISTORY     - Date     Condition        Report By
 ED0512  HISTORY     - 1934     MONUMENTED       CGS
 ED0512  HISTORY     - 1956     GOOD             NGS
 ED0512  HISTORY     - 1967     POOR             DOD
 ED0512  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0512  HISTORY     - 20040916 MARK NOT FOUND   USPSQD
 ED0512
 ED0512                          STATION DESCRIPTION
 ED0512
 ED0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0512'NEAR CLAYTON.
 ED0512'AT CLAYTON, RABUN COUNTY, ABOUT ONE BLOCK W OF MAIN STREET, AT
 ED0512'THE COURTHOUSE, 61.5 FEET E OF THE CENTER OF THE ENTRANCE WALKWAY,
 ED0512'50 FEET SE OF SE CORNER OF THE COURTHOUSE BUILDING, 47 FEET N
 ED0512'OF THE CENTER OF NO. 76 U.S. HIGHWAY, 2.0 FEET ENE OF THE NE
 ED0512'CORNER OF A POST IN THE RETAINING WALL, 1.0 FEET N OF N EDGE OF
 ED0512'THE WALL, 1.8 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND PROJECTING
 ED0512'0.1 FOOT.
 ED0512
 ED0512                          STATION RECOVERY (1967)
 ED0512
 ED0512'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 ED0512'MARK RECOVERED IN POOR CONDITION.
 ED0512
 ED0512                          STATION RECOVERY (1982)
 ED0512
 ED0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0512'MARK NOT FOUND.
 ED0512
 ED0512                          STATION RECOVERY (2004)
 ED0512
 ED0512'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 ED0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1692 ***********************************************************************
 BD1692  DESIGNATION -  B 126
 BD1692  PID         -  BD1692
 BD1692  STATE/COUNTY-  GA/ECHOLS
 BD1692  USGS QUAD   -  FARGO SW (1993)
 BD1692
 BD1692                         *CURRENT SURVEY CONTROL
 BD1692  ___________________________________________________________________
 BD1692* NAD 83(1986)-  30 37 00.     (N)    082 37 43.     (W)     SCALED    
 BD1692* NAVD 88     -        37.444  (meters)     122.85   (feet)  ADJUSTED  
 BD1692  ___________________________________________________________________
 BD1692  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BD1692  DYNAMIC HT  -          37.396 (meters)     122.69  (feet)  COMP
 BD1692  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 BD1692
 BD1692  VERT ORDER  -  SECOND    CLASS 0
 BD1692
 BD1692.The horizontal coordinates were scaled from a topographic map and have
 BD1692.an estimated accuracy of +/- 6 seconds.
 BD1692
 BD1692.The orthometric height was determined by differential leveling
 BD1692.and adjusted by the National Geodetic Survey in June 1991..
 BD1692
 BD1692.The geoid height was determined by GEOID03.
 BD1692
 BD1692.The dynamic height is computed by dividing the NAVD 88
 BD1692.geopotential number by the normal gravity value computed on the
 BD1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1692.degrees latitude (g = 980.6199 gals.).
 BD1692
 BD1692.The modeled gravity was interpolated from observed gravity values.
 BD1692
 BD1692;                    North         East    Units  Estimated Accuracy
 BD1692;SPC GA E     -    68,450.      155,710.      MT  (+/- 180 meters Scaled)
 BD1692
 BD1692                          SUPERSEDED SURVEY CONTROL
 BD1692
 BD1692  NGVD 29 (??/??/92)   37.724  (m)          123.77   (f) ADJ UNCH    2 0
 BD1692
 BD1692.Superseded values are not recommended for survey control.
 BD1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1692.See file dsdata.txt to determine how the superseded data were derived.
 BD1692
 BD1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP438882(NAD 83)
 BD1692_MARKER: DB = BENCH MARK DISK
 BD1692_SETTING: 0 = UNSPECIFIED SETTING
 BD1692_STAMPING: 123.776 B 126 1934
 BD1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1692
 BD1692  HISTORY     - Date     Condition        Report By
 BD1692  HISTORY     - 1934     MONUMENTED       CGS
 BD1692  HISTORY     - 1954     GOOD             NGS
 BD1692  HISTORY     - 1954     MARK NOT FOUND   USGS
 BD1692
 BD1692                          STATION DESCRIPTION
 BD1692
 BD1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BD1692'7.6 MI S FROM FARGO.
 BD1692'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 441 FROM THE CROSSING
 BD1692'OF THE GEORGIA, SOUTHERN AND FLORIDA RAILROAD AT FARGO, THENCE
 BD1692'0.35 MILE SOUTHEAST ALONG A GRADED SAND ROAD, THENCE 0.15
 BD1692'MILE EAST ON THE OLD ABANDONED HIGHWAY GRADE, 29 FEET NORTH
 BD1692'OF THE CENTER LINE OF THE OLD HIGHWAY, 73 FEET WEST OF THE
 BD1692'CENTER LINE OF A WOODS ROAD NORTH, 39 FEET NORTH AND ACROSS
 BD1692'THE ROAD FROM AN 8-INCH PINE WITH TRIANGULAR BLAZE, 9 FEET
 BD1692'NORTHWEST OF A 10-INCH PINE WITH TRIANGULAR BLAZE, ABOUT LEVEL
 BD1692'WITH THE ROAD AND PROJECTING 6 INCHES.
 BD1692
 BD1692                          STATION RECOVERY (1954)
 BD1692
 BD1692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BD1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0498 ***********************************************************************
 ED0498  DESIGNATION -  B 128
 ED0498  PID         -  ED0498
 ED0498  STATE/COUNTY-  GA/STEPHENS
 ED0498  USGS QUAD   -  TOCCOA (1964)
 ED0498
 ED0498                         *CURRENT SURVEY CONTROL
 ED0498  ___________________________________________________________________
 ED0498* NAD 83(1986)-  34 33 04.     (N)    083 19 08.     (W)     SCALED    
 ED0498* NAVD 88     -       302.018  (meters)     990.87   (feet)  ADJUSTED  
 ED0498  ___________________________________________________________________
 ED0498  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 ED0498  DYNAMIC HT  -         301.701 (meters)     989.83  (feet)  COMP
 ED0498  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 ED0498
 ED0498  VERT ORDER  -  SECOND    CLASS 0
 ED0498
 ED0498.The horizontal coordinates were scaled from a topographic map and have
 ED0498.an estimated accuracy of +/- 6 seconds.
 ED0498
 ED0498.The orthometric height was determined by differential leveling
 ED0498.and adjusted by the National Geodetic Survey in June 1991..
 ED0498
 ED0498.The geoid height was determined by GEOID03.
 ED0498
 ED0498.The dynamic height is computed by dividing the NAVD 88
 ED0498.geopotential number by the normal gravity value computed on the
 ED0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0498.degrees latitude (g = 980.6199 gals.).
 ED0498
 ED0498.The modeled gravity was interpolated from observed gravity values.
 ED0498
 ED0498;                    North         East    Units  Estimated Accuracy
 ED0498;SPC GA E     -   505,230.       94,250.      MT  (+/- 180 meters Scaled)
 ED0498
 ED0498                          SUPERSEDED SURVEY CONTROL
 ED0498
 ED0498  NGVD 29 (??/??/92)  302.060  (m)          991.01   (f) ADJ UNCH    2 0
 ED0498
 ED0498.Superseded values are not recommended for survey control.
 ED0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0498.See file dsdata.txt to determine how the superseded data were derived.
 ED0498
 ED0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU872257(NAD 83)
 ED0498_MARKER: DB = BENCH MARK DISK
 ED0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0498_STAMPING: B 128 1934
 ED0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0498+STABILITY: SURFACE MOTION
 ED0498
 ED0498  HISTORY     - Date     Condition        Report By
 ED0498  HISTORY     - 1934     MONUMENTED       CGS
 ED0498  HISTORY     - 1955     MARK NOT FOUND   NGS
 ED0498  HISTORY     - 1957     MARK NOT FOUND   NGS
 ED0498  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0498
 ED0498                          STATION DESCRIPTION
 ED0498
 ED0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ED0498'2.8 MI S FROM TOCCOA.
 ED0498'THE CROSSING IS APPARENTLY UNCHANGED EXCEPT FOR WIDENING OF THE
 ED0498'COUNTY ROAD.  DIGGING AND PROBING OVER THE DESCRIBED LOCATION
 ED0498'FAILED TO FIND ANY EVIDENCE OF THE MARK.  2.8 MILES SOUTHEAST
 ED0498'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT TOCCOA, STEPHENS
 ED0498'COUNTY, 335 YARDS NORTHWEST OF MILEPOST 3, 28 FEET SOUTH OF THE
 ED0498'CENTER OF A COUNTY-ROAD CROSSING, 15 FEET SOUTH OF THE SOUTHEAST
 ED0498'END OF A 12-INCH CULVERT UNDER THE ROAD, 17 FEET SOUTHEAST OF THE
 ED0498'CENTERLINE OF THE ROAD, AND 18.5 FEET SOUTHWEST OF THE SOUTHWEST
 ED0498'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 128 1934 AND
 ED0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 ED0498'GROUND.
 ED0498
 ED0498                          STATION RECOVERY (1957)
 ED0498
 ED0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 ED0498'MARK NOT FOUND.
 ED0498
 ED0498                          STATION RECOVERY (1982)
 ED0498
 ED0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0270 ***********************************************************************
 ED0270  DESIGNATION -  B 129
 ED0270  PID         -  ED0270
 ED0270  STATE/COUNTY-  GA/ELBERT
 ED0270  USGS QUAD   -  ELBERTON EAST (1981)
 ED0270
 ED0270                         *CURRENT SURVEY CONTROL
 ED0270  ___________________________________________________________________
 ED0270* NAD 83(1986)-  34 06 22.     (N)    082 51 13.     (W)     SCALED    
 ED0270* NAVD 88     -       208.522  (meters)     684.13   (feet)  ADJUSTED  
 ED0270  ___________________________________________________________________
 ED0270  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 ED0270  DYNAMIC HT  -         208.308 (meters)     683.42  (feet)  COMP
 ED0270  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 ED0270
 ED0270  VERT ORDER  -  SECOND    CLASS 0
 ED0270
 ED0270.The horizontal coordinates were scaled from a topographic map and have
 ED0270.an estimated accuracy of +/- 6 seconds.
 ED0270
 ED0270.The orthometric height was determined by differential leveling
 ED0270.and adjusted by the National Geodetic Survey in June 1991..
 ED0270
 ED0270.The geoid height was determined by GEOID03.
 ED0270
 ED0270.The dynamic height is computed by dividing the NAVD 88
 ED0270.geopotential number by the normal gravity value computed on the
 ED0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0270.degrees latitude (g = 980.6199 gals.).
 ED0270
 ED0270.The modeled gravity was interpolated from observed gravity values.
 ED0270
 ED0270;                    North         East    Units  Estimated Accuracy
 ED0270;SPC GA E     -   455,490.      136,620.      MT  (+/- 180 meters Scaled)
 ED0270
 ED0270                          SUPERSEDED SURVEY CONTROL
 ED0270
 ED0270  NGVD 29 (??/??/92)  208.635  (m)          684.50   (f) ADJ UNCH    2 0
 ED0270
 ED0270.Superseded values are not recommended for survey control.
 ED0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0270.See file dsdata.txt to determine how the superseded data were derived.
 ED0270
 ED0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT290754(NAD 83)
 ED0270_MARKER: DB = BENCH MARK DISK
 ED0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0270_STAMPING: B 129 1934
 ED0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0270+STABILITY: SURFACE MOTION
 ED0270
 ED0270  HISTORY     - Date     Condition        Report By
 ED0270  HISTORY     - 1934     MONUMENTED       CGS
 ED0270  HISTORY     - 1955     MARK NOT FOUND   NGS
 ED0270  HISTORY     - 1976     MARK NOT FOUND   NGS
 ED0270
 ED0270                          STATION DESCRIPTION
 ED0270
 ED0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ED0270'0.7 MI SE FROM ELBERTON.
 ED0270'CONSIDERABLE DIGGING OVER THE DESCRIBED AREA FAILED TO FIND ANY
 ED0270'EVIDENCE OF THE MARK.  INQUIRY AT THE COCA COLA BOTTLING PLANT
 ED0270'ELICITED THE INFORMATION THAT A LARGE POWER POLE WITHIN A FOOT OF
 ED0270'THE DESCRIBED LOCATION WAS REPLACED LAST YEAR AFTER BEING BROKEN
 ED0270'BY A RUNAWAY TRUCK.  SOME OF THE CITY EMPLOYEES CONNECTED WITH
 ED0270'THE REPLACING OF THE POLE DID NOT REMEMBER HAVING SEEN THE MARK.
 ED0270'AT ELBERTON, ELBERT COUNTY, 0.7 MILE SOUTHEAST OF THE COURTHOUSE,
 ED0270'42 FEET NORTH OF THE CENTER OF THE INTERSECTION OF HEARD AND
 ED0270'ELBERT STREETS, 40 FEET SOUTH OF THE SOUTH CORNER OF THE COCA
 ED0270'COLA BOTTLING CO. BUILDING, AND 22 FEET NORTHWEST OF THE CENTERLINE
 ED0270'OF A DIRT ROAD CROSSING THE SEABOARD AIR LINE RAILROAD.  A
 ED0270'STANDARD DISK, STAMPED B 129 1934 AND SET IN THE TOP OF A CONCRETE
 ED0270'POST FLUSH WITH THE GROUND.
 ED0270
 ED0270                          STATION RECOVERY (1976)
 ED0270
 ED0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0108 ***********************************************************************
 DG0108  DESIGNATION -  B 13
 DG0108  PID         -  DG0108
 DG0108  STATE/COUNTY-  GA/DE KALB
 DG0108  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0108
 DG0108                         *CURRENT SURVEY CONTROL
 DG0108  ___________________________________________________________________
 DG0108* NAD 83(1994)-  33 47 26.89119(N)    084 18 27.78372(W)     ADJUSTED  
 DG0108* NAVD 88     -       300.718  (meters)     986.61   (feet)  ADJUSTED  
 DG0108  ___________________________________________________________________
 DG0108  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DG0108  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0108  DYNAMIC HT  -         300.386 (meters)     985.52  (feet)  COMP
 DG0108  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG0108
 DG0108  HORZ ORDER  -  SECOND
 DG0108  VERT ORDER  -  FIRST     CLASS II
 DG0108
 DG0108.The horizontal coordinates were established by classical geodetic methods
 DG0108.and adjusted by the National Geodetic Survey in September 1997..
 DG0108
 DG0108.The orthometric height was determined by differential leveling
 DG0108.and adjusted by the National Geodetic Survey in June 1991..
 DG0108
 DG0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0108
 DG0108.The geoid height was determined by GEOID03.
 DG0108
 DG0108.The dynamic height is computed by dividing the NAVD 88
 DG0108.geopotential number by the normal gravity value computed on the
 DG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0108.degrees latitude (g = 980.6199 gals.).
 DG0108
 DG0108.The modeled gravity was interpolated from observed gravity values.
 DG0108
 DG0108;                    North         East     Units Scale Factor Converg.
 DG0108;SPC GA W     -   420,310.728   686,938.475   MT  0.99990210   -0 04 42.4
 DG0108;SPC GA W     - 1,378,969.45  2,253,730.65   sFT  0.99990210   -0 04 42.4
 DG0108;UTM  16      - 3,742,219.634   749,269.513   MT  1.00036606   +1 29 53.2
 DG0108
 DG0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0108!SPC GA W     -   0.99995743  x   0.99990210  =   0.99985953
 DG0108!UTM  16      -   0.99995743  x   1.00036606  =   1.00032347
 DG0108
 DG0108|---------------------------------------------------------------------|
 DG0108| PID    Reference Object                     Distance      Geod. Az  |
 DG0108|                                                           dddmmss.s |
 DG0108| DG0107 B 14                                252.727 METERS 00735     |
 DG0108| DG0109 B 12                                376.813 METERS 20725     |
 DG0108| CZ2735 B 13 RM 2                            49.278 METERS 28958     |
 DG0108| CZ2734 B 13 RM 1                            24.426 METERS 28958     |
 DG0108|---------------------------------------------------------------------|
 DG0108
 DG0108                          SUPERSEDED SURVEY CONTROL
 DG0108
 DG0108  NAD 83(1986)-  33 47 26.89620(N)    084 18 27.78379(W) AD(       ) 2
 DG0108  NAD 27      -  33 47 26.52263(N)    084 18 28.06104(W) AD(       ) 2
 DG0108  NGVD 29 (??/??/92)  300.641  (m)          986.35   (f) ADJ UNCH    1 2
 DG0108
 DG0108.Superseded values are not recommended for survey control.
 DG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0108.See file dsdata.txt to determine how the superseded data were derived.
 DG0108
 DG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4927042220(NAD 83)
 DG0108_MARKER: DD = SURVEY DISK
 DG0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0108_SP_SET: SIDEWALK
 DG0108_STAMPING: B 13
 DG0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0108
 DG0108  HISTORY     - Date     Condition        Report By
 DG0108  HISTORY     - 1973     MONUMENTED       MARTA
 DG0108  HISTORY     - 1973     GOOD             NGS
 DG0108  HISTORY     - 20040106 GOOD             GADT
 DG0108
 DG0108                          STATION DESCRIPTION
 DG0108
 DG0108'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0108'SET A STD. MARTA BRASS DISC DRILLED IN SIDEWALK OF BRIDGE
 DG0108'(N. DECATUR RD.) THAT CROSSES OVER S.C.L. R/R ON NORTH SIDE OF
 DG0108'BRIDGE 3.0 FT NORTH OF CONCRETE CURB, 260 FT EAST OF CENTERLINE
 DG0108'WESTMINESTER WAY AND 78 FT WEST OF FIRE HYDRANT.
 DG0108
 DG0108                          STATION RECOVERY (1973)
 DG0108
 DG0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0108'1.2 MI NW FROM DECATUR.
 DG0108'A STANDARD MARTA BRASS DISK DRILLED INTO THE NORTH SIDEWALK OF
 DG0108'THE NORTH DECATUR ROAD BRIDGE OVER THE SEABOARD COAST LINE
 DG0108'TRACKS, 260 FEET EAST OF THE CENTERLINE OF WESTMINESTER WAY,
 DG0108'78 FEET WEST OF A FIRE HYDRANT LOCATED ON THE NORTHEAST SIDE OF
 DG0108'THE BRIDGE, 3.0 FEET NORTH OF THE NORTH CONCRETE CURB OF THE
 DG0108'BRIDGE.  THE DISK IS DRILLED FLUSH WITH THE SIDEWALK.
 DG0108
 DG0108                          STATION RECOVERY (2004)
 DG0108
 DG0108'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DG0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0404 ***********************************************************************
 DF0404  DESIGNATION -  B 131
 DF0404  PID         -  DF0404
 DF0404  STATE/COUNTY-  GA/LINCOLN
 DF0404  USGS QUAD   -  AONIA (1981)
 DF0404
 DF0404                         *CURRENT SURVEY CONTROL
 DF0404  ___________________________________________________________________
 DF0404* NAD 83(1986)-  33 44 34.     (N)    082 32 14.     (W)     SCALED    
 DF0404* NAVD 88     -       173.734  (meters)     569.99   (feet)  ADJUSTED  
 DF0404  ___________________________________________________________________
 DF0404  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF0404  DYNAMIC HT  -         173.555 (meters)     569.40  (feet)  COMP
 DF0404  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 DF0404
 DF0404  VERT ORDER  -  SECOND    CLASS 0
 DF0404
 DF0404.The horizontal coordinates were scaled from a topographic map and have
 DF0404.an estimated accuracy of +/- 6 seconds.
 DF0404
 DF0404.The orthometric height was determined by differential leveling
 DF0404.and adjusted by the National Geodetic Survey in June 1991..
 DF0404
 DF0404.The geoid height was determined by GEOID03.
 DF0404
 DF0404.The dynamic height is computed by dividing the NAVD 88
 DF0404.geopotential number by the normal gravity value computed on the
 DF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0404.degrees latitude (g = 980.6199 gals.).
 DF0404
 DF0404.The modeled gravity was interpolated from observed gravity values.
 DF0404
 DF0404;                    North         East    Units  Estimated Accuracy
 DF0404;SPC GA E     -   415,040.      165,670.      MT  (+/- 180 meters Scaled)
 DF0404
 DF0404                          SUPERSEDED SURVEY CONTROL
 DF0404
 DF0404  NGVD 29 (??/??/92)  173.892  (m)          570.51   (f) ADJ UNCH    2 0
 DF0404
 DF0404.Superseded values are not recommended for survey control.
 DF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0404.See file dsdata.txt to determine how the superseded data were derived.
 DF0404
 DF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT576346(NAD 83)
 DF0404_MARKER: DB = BENCH MARK DISK
 DF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0404_STAMPING: B 131 1934
 DF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0404+STABILITY: SURFACE MOTION
 DF0404
 DF0404  HISTORY     - Date     Condition        Report By
 DF0404  HISTORY     - 1934     MONUMENTED       CGS
 DF0404  HISTORY     - 1960     MARK NOT FOUND   NGS
 DF0404
 DF0404                          STATION DESCRIPTION
 DF0404
 DF0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0404'5.4 MI W FROM LINCOLNTON.
 DF0404'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 DF0404'ON THIS DATE.  THE MEASUREMENTS FALL AT A POINT NOW COVERED BY
 DF0404'ABOUT 10 FEET OF HIGHWAY FILL.  ORIGINAL DESCRIPTION-- 5.4 MILES
 DF0404'WEST ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT LINCOLNTON,
 DF0404'LINCOLN COUNTY, 105 FEET NORTHWEST OF THE CENTER OF THE
 DF0404'INTERSECTION OF THE ROAD LEADING TO GRAVES MOUNTAIN, 72 FEET
 DF0404'NORTHEAST OF THE NORTH CORNER OF A STORE PORCH, AND 35 FEET NORTH
 DF0404'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 131
 DF0404'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 DF0404'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1026 ***********************************************************************
 CK1026  DESIGNATION -  B 134
 CK1026  PID         -  CK1026
 CK1026  STATE/COUNTY-  GA/SCREVEN
 CK1026  USGS QUAD   -  SYLVANIA NORTH (1978)
 CK1026
 CK1026                         *CURRENT SURVEY CONTROL
 CK1026  ___________________________________________________________________
 CK1026* NAD 83(1986)-  32 46 37.     (N)    081 40 06.     (W)     SCALED    
 CK1026* NAVD 88     -        69.964  (meters)     229.54   (feet)  ADJUSTED  
 CK1026  ___________________________________________________________________
 CK1026  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CK1026  DYNAMIC HT  -          69.887 (meters)     229.29  (feet)  COMP
 CK1026  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 CK1026
 CK1026  VERT ORDER  -  SECOND    CLASS 0
 CK1026
 CK1026.The horizontal coordinates were scaled from a topographic map and have
 CK1026.an estimated accuracy of +/- 6 seconds.
 CK1026
 CK1026.The orthometric height was determined by differential leveling
 CK1026.and adjusted by the National Geodetic Survey in June 1991..
 CK1026
 CK1026.The geoid height was determined by GEOID03.
 CK1026
 CK1026.The dynamic height is computed by dividing the NAVD 88
 CK1026.geopotential number by the normal gravity value computed on the
 CK1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1026.degrees latitude (g = 980.6199 gals.).
 CK1026
 CK1026.The modeled gravity was interpolated from observed gravity values.
 CK1026
 CK1026;                    North         East    Units  Estimated Accuracy
 CK1026;SPC GA E     -   307,980.      246,680.      MT  (+/- 180 meters Scaled)
 CK1026
 CK1026                          SUPERSEDED SURVEY CONTROL
 CK1026
 CK1026  NGVD 29 (??/??/92)   70.206  (m)          230.33   (f) ADJ UNCH    2 0
 CK1026
 CK1026.Superseded values are not recommended for survey control.
 CK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1026.See file dsdata.txt to determine how the superseded data were derived.
 CK1026
 CK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS374267(NAD 83)
 CK1026_MARKER: DB = BENCH MARK DISK
 CK1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1026_STAMPING: B 134 1934 230.334
 CK1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1026+STABILITY: SURFACE MOTION
 CK1026
 CK1026  HISTORY     - Date     Condition        Report By
 CK1026  HISTORY     - 1934     MONUMENTED       CGS
 CK1026  HISTORY     - 1955     GOOD             NGS
 CK1026  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK1026
 CK1026                          STATION DESCRIPTION
 CK1026
 CK1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1026'2.6 MI NW FROM SYLVANIA.
 CK1026'ABOUT 2.6 MILES NORTHWESTERLY ALONG THE SAVANNAH AND ATLANTA
 CK1026'RAILWAY FROM THE STATION AT SYLVANIA, SCREVEN COUNTY, TO A CROSSIN
 CK1026'AT NO. S 60 RAILROAD MILEPOST, THENCE GENERALLY NNW 0.2 MILE AND
 CK1026'0.15 MILE WSW ON A COUNTY ROAD TO WATERS GROVE BAPTIST CHURCH AND
 CK1026'THE MARK ON THE RIGHT, 178.5 FEET SW OF THE SW CORNER OF THE
 CK1026'CHURCH, 48 FEET WSW OF THE CENTER OF THE OLD RAILROAD ROADBED
 CK1026'(THE RAILROAD HAS BEEN RELOCATED), AND 36 FEET NNW OF THE CENTER
 CK1026'OF THE COUNTY ROAD.  A STANDARD DISK IS STAMPED B 134 1934
 CK1026'230.334 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS 0.3 FOOT.
 CK1026
 CK1026                          STATION RECOVERY (1975)
 CK1026
 CK1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK1026'NO EVIDENCE OF DESTRUCTION. UNABLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0050 ***********************************************************************
 CL0050  DESIGNATION -  B 135
 CL0050  PID         -  CL0050
 CL0050  STATE/COUNTY-  GA/EMANUEL
 CL0050  USGS QUAD   -  CANOOCHEE (1971)
 CL0050
 CL0050                         *CURRENT SURVEY CONTROL
 CL0050  ___________________________________________________________________
 CL0050* NAD 83(1986)-  32 40 23.     (N)    082 10 44.     (W)     SCALED    
 CL0050* NAVD 88     -       111.228  (meters)     364.92   (feet)  ADJUSTED  
 CL0050  ___________________________________________________________________
 CL0050  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CL0050  DYNAMIC HT  -         111.104 (meters)     364.51  (feet)  COMP
 CL0050  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 CL0050
 CL0050  VERT ORDER  -  FIRST     CLASS II
 CL0050
 CL0050.The horizontal coordinates were scaled from a topographic map and have
 CL0050.an estimated accuracy of +/- 6 seconds.
 CL0050
 CL0050.The orthometric height was determined by differential leveling
 CL0050.and adjusted by the National Geodetic Survey in June 1991..
 CL0050
 CL0050.The geoid height was determined by GEOID03.
 CL0050
 CL0050.The dynamic height is computed by dividing the NAVD 88
 CL0050.geopotential number by the normal gravity value computed on the
 CL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0050.degrees latitude (g = 980.6199 gals.).
 CL0050
 CL0050.The modeled gravity was interpolated from observed gravity values.
 CL0050
 CL0050;                    North         East    Units  Estimated Accuracy
 CL0050;SPC GA E     -   296,350.      198,850.      MT  (+/- 180 meters Scaled)
 CL0050
 CL0050                          SUPERSEDED SURVEY CONTROL
 CL0050
 CL0050  NGVD 29 (??/??/92)  111.430  (m)          365.58   (f) ADJ UNCH    1 2
 CL0050
 CL0050.Superseded values are not recommended for survey control.
 CL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0050.See file dsdata.txt to determine how the superseded data were derived.
 CL0050
 CL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS894156(NAD 83)
 CL0050_MARKER: DB = BENCH MARK DISK
 CL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0050_STAMPING: 365.583 B 135 1934
 CL0050_PROJECTION: PROJECTING 15 CENTIMETERS
 CL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0050+STABILITY: SURFACE MOTION
 CL0050
 CL0050  HISTORY     - Date     Condition        Report By
 CL0050  HISTORY     - 1934     MONUMENTED       CGS
 CL0050  HISTORY     - 1955     GOOD             NGS
 CL0050  HISTORY     - 1971     GOOD             NGS
 CL0050  HISTORY     - 1979     GOOD             NGS
 CL0050
 CL0050                          STATION DESCRIPTION
 CL0050
 CL0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0050'AT CANOOCHE.
 CL0050'AT CANOOCHE, ON THE OLD ABANDONED GEORGIA AND FLORIDA RAILROAD,
 CL0050'100 YARDS NORTHEAST OF THE POST OFFICE WHICH IS IN BLACKS STORE,
 CL0050'142.8 FEET WEST OF THE TOWN PUMP, 153 FEET NORTH OF A POWER
 CL0050'POLE AT A T-INTERSECTION IN THE POWER-LINE, 123 FEET NORTH OF THE
 CL0050'CENTER OF AN 18 INCH PIPE CULVERT, 114 FEET NORTHWEST OF THE
 CL0050'CENTERLINE OF THE PAVED STREET, AND 12 FEET SOUTHWEST OF THE
 CL0050'CENTERLINE OF THE OLD RAILROAD BED.  A STANDARD DISK, STAMPED
 CL0050'365.583 B 135 1934 AND SET IN THE TOP OF A CONCRETE POST
 CL0050'PROJECTING 0.6 FOOT ABOVE GROUND.
 CL0050
 CL0050                          STATION RECOVERY (1971)
 CL0050
 CL0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CL0050'RECOVERED IN GOOD CONDITION.
 CL0050
 CL0050                          STATION RECOVERY (1979)
 CL0050
 CL0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0050'ADD-6.4 MILES NORTHWEST ALONG STATE HIGHWAY 192 FROM THE JUNCTION
 CL0050'OF U.S. HIGHWAY 80 AT TWIN CITY TO THE JUNCTION OF THE CANOOCHEE-
 CL0050'GARFIELD ROAD.
 CL0050'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CL0050'THE MARK IS 4 FT ABOVE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1035 ***********************************************************************
 CK1035  DESIGNATION -  B 136
 CK1035  PID         -  CK1035
 CK1035  STATE/COUNTY-  GA/SCREVEN
 CK1035  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK1035
 CK1035                         *CURRENT SURVEY CONTROL
 CK1035  ___________________________________________________________________
 CK1035* NAD 83(1986)-  32 55 05.     (N)    081 33 10.     (W)     SCALED    
 CK1035* NAVD 88     -        43.215  (meters)     141.78   (feet)  ADJUSTED  
 CK1035  ___________________________________________________________________
 CK1035  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CK1035  DYNAMIC HT  -          43.168 (meters)     141.63  (feet)  COMP
 CK1035  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 CK1035
 CK1035  VERT ORDER  -  SECOND    CLASS 0
 CK1035
 CK1035.The horizontal coordinates were scaled from a topographic map and have
 CK1035.an estimated accuracy of +/- 6 seconds.
 CK1035
 CK1035.The orthometric height was determined by differential leveling
 CK1035.and adjusted by the National Geodetic Survey in June 1991..
 CK1035
 CK1035.The geoid height was determined by GEOID03.
 CK1035
 CK1035.The dynamic height is computed by dividing the NAVD 88
 CK1035.geopotential number by the normal gravity value computed on the
 CK1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1035.degrees latitude (g = 980.6199 gals.).
 CK1035
 CK1035.The modeled gravity was interpolated from observed gravity values.
 CK1035
 CK1035;                    North         East    Units  Estimated Accuracy
 CK1035;SPC GA E     -   323,680.      257,420.      MT  (+/- 180 meters Scaled)
 CK1035
 CK1035                          SUPERSEDED SURVEY CONTROL
 CK1035
 CK1035  NGVD 29 (??/??/92)   43.468  (m)          142.61   (f) ADJ UNCH    2 0
 CK1035
 CK1035.Superseded values are not recommended for survey control.
 CK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1035.See file dsdata.txt to determine how the superseded data were derived.
 CK1035
 CK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS483423(NAD 83)
 CK1035_MARKER: DB = BENCH MARK DISK
 CK1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1035_STAMPING: B 136 1934
 CK1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1035+STABILITY: SURFACE MOTION
 CK1035
 CK1035  HISTORY     - Date     Condition        Report By
 CK1035  HISTORY     - 1934     MONUMENTED       DOD
 CK1035  HISTORY     - 1955     MARK NOT FOUND   NGS
 CK1035
 CK1035                          STATION DESCRIPTION
 CK1035
 CK1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1035'15 MI NE FROM SYLVANIA.
 CK1035'15.0 MILES NORTHEAST OF THE COURTHOUSE AT SYLVANIA, SCREVEN
 CK1035'COUNTY, ALONG STATE HIGHWAY 73, 5.3 MILES NORTHEAST OF BRIER
 CK1035'CREEK, 3.5 MILES SOUTHWEST OF BURTONS FERRY, 0.6 OF A MILE
 CK1035'NORTHEAST OF A SMALL GROCERY STORE, 51 FEET SOUTHEAST OF THE
 CK1035'CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE CENTERLINE
 CK1035'OF A PRIVATE ROAD CROSSING STATE HIGHWAY 73.  A STANDARD DISK,
 CK1035'STAMPED B 136 1934 AND SET IN THE TOP OF A CONCRETE POST 5 INCHES
 CK1035'HIGH.  NOTE-- NO EVIDENCE OF THE MARK WAS FOUND BECAUSE OF ROAD
 CK1035'RELOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0436 ***********************************************************************
 BR0436  DESIGNATION -  B 138
 BR0436  PID         -  BR0436
 BR0436  STATE/COUNTY-  GA/MCINTOSH
 BR0436  USGS QUAD   -  RICEBORO (1980)
 BR0436
 BR0436                         *CURRENT SURVEY CONTROL
 BR0436  ___________________________________________________________________
 BR0436* NAD 83(1986)-  31 39 06.     (N)    081 28 19.     (W)     SCALED    
 BR0436* NAVD 88     -         3.918  (meters)      12.85   (feet)  ADJUSTED  
 BR0436  ___________________________________________________________________
 BR0436  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 BR0436  DYNAMIC HT  -           3.914 (meters)      12.84  (feet)  COMP
 BR0436  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BR0436
 BR0436  VERT ORDER  -  FIRST     CLASS II
 BR0436
 BR0436.The horizontal coordinates were scaled from a topographic map and have
 BR0436.an estimated accuracy of +/- 6 seconds.
 BR0436
 BR0436.The orthometric height was determined by differential leveling
 BR0436.and adjusted by the National Geodetic Survey in June 1991..
 BR0436
 BR0436.The geoid height was determined by GEOID03.
 BR0436
 BR0436.The dynamic height is computed by dividing the NAVD 88
 BR0436.geopotential number by the normal gravity value computed on the
 BR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0436.degrees latitude (g = 980.6199 gals.).
 BR0436
 BR0436.The modeled gravity was interpolated from observed gravity values.
 BR0436
 BR0436;                    North         East    Units  Estimated Accuracy
 BR0436;SPC GA E     -   183,310.      265,890.      MT  (+/- 180 meters Scaled)
 BR0436
 BR0436                          SUPERSEDED SURVEY CONTROL
 BR0436
 BR0436  NGVD 29 (??/??/92)    4.212  (m)           13.82   (f) ADJ UNCH    1 2
 BR0436
 BR0436.Superseded values are not recommended for survey control.
 BR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0436.See file dsdata.txt to determine how the superseded data were derived.
 BR0436
 BR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR552019(NAD 83)
 BR0436_MARKER: DB = BENCH MARK DISK
 BR0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0436_SP_SET: BRIDGE ABUTMENT
 BR0436_STAMPING: B 138 1956
 BR0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0436
 BR0436  HISTORY     - Date     Condition        Report By
 BR0436  HISTORY     - 1956     MONUMENTED       CGS
 BR0436
 BR0436                          STATION DESCRIPTION
 BR0436
 BR0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0436'1.4 MI N FROM JONES.
 BR0436'ABOUT 1.35 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BR0436'THE CROSSING OF STATE HIGHWAY 131 AT JONES, 383 YARDS NORTH OF MILE
 BR0436'POST 536, IN THE TOP OF EAST END OF BRIDGE SEAT OF NORTH ABUTMENT
 BR0436'OF CONCRETE BRIDGE NO. 535-8 OVER A SWAMPY STREAM, 6 1/2 FEET EAST
 BR0436'OF EAST RAIL AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0402 ***********************************************************************
 BR0402  DESIGNATION -  B 139
 BR0402  PID         -  BR0402
 BR0402  STATE/COUNTY-  GA/LIBERTY
 BR0402  USGS QUAD   -  RICEBORO (1980)
 BR0402
 BR0402                         *CURRENT SURVEY CONTROL
 BR0402  ___________________________________________________________________
 BR0402* NAD 83(1986)-  31 39 31.     (N)    081 23 47.     (W)     SCALED    
 BR0402* NAVD 88     -         4.282  (meters)      14.05   (feet)  ADJUSTED  
 BR0402  ___________________________________________________________________
 BR0402  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 BR0402  DYNAMIC HT  -           4.277 (meters)      14.03  (feet)  COMP
 BR0402  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BR0402
 BR0402  VERT ORDER  -  FIRST     CLASS I
 BR0402
 BR0402.The horizontal coordinates were scaled from a topographic map and have
 BR0402.an estimated accuracy of +/- 6 seconds.
 BR0402
 BR0402.The orthometric height was determined by differential leveling
 BR0402.and adjusted by the National Geodetic Survey in June 1991..
 BR0402.WARNING-Repeat measurements at this control monument indicate possible
 BR0402.vertical movement.
 BR0402
 BR0402.The geoid height was determined by GEOID03.
 BR0402
 BR0402.The dynamic height is computed by dividing the NAVD 88
 BR0402.geopotential number by the normal gravity value computed on the
 BR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0402.degrees latitude (g = 980.6199 gals.).
 BR0402
 BR0402.The modeled gravity was interpolated from observed gravity values.
 BR0402
 BR0402;                    North         East    Units  Estimated Accuracy
 BR0402;SPC GA E     -   184,120.      273,050.      MT  (+/- 180 meters Scaled)
 BR0402
 BR0402                          SUPERSEDED SURVEY CONTROL
 BR0402
 BR0402  NGVD 29 (09/01/92)    4.572  (m)           15.00   (f) ADJUSTED    1 1
 BR0402
 BR0402.Superseded values are not recommended for survey control.
 BR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0402.See file dsdata.txt to determine how the superseded data were derived.
 BR0402
 BR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR624026(NAD 83)
 BR0402_MARKER: DB = BENCH MARK DISK
 BR0402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BR0402_SP_SET: ABUTMENT
 BR0402_STAMPING: B 139 1956
 BR0402_MARK LOGO: CGS   
 BR0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BR0402+STABILITY: POSITION/ELEVATION WELL
 BR0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0402+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 BR0402
 BR0402  HISTORY     - Date     Condition        Report By
 BR0402  HISTORY     - 1956     MONUMENTED       CGS
 BR0402  HISTORY     - 1974     GOOD             NGS
 BR0402  HISTORY     - 19910314 GOOD             NGS
 BR0402  HISTORY     - 20060405 GOOD             TERRSV
 BR0402
 BR0402                          STATION DESCRIPTION
 BR0402
 BR0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BR0402'5.8 MI SE FROM RICEBORO.
 BR0402'5.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE OVERPASS OVER
 BR0402'THE SEABOARD COAST LINE RAILROAD AT RICEBORO, 0.35 MILE NORTHWEST
 BR0402'OF THE CROSSING OF INTERSTATE HIGHWAY 95, 0.2 MILE SOUTHEAST OF
 BR0402'THE JUNCTION OF A DIRT ROAD NORTHEAST, IN THE TOP OF THE SOUTHWEST
 BR0402'END OF THE SOUTHEAST ABUTMENT OF A 135-FOOT CONCRETE BRIDGE, 19.0
 BR0402'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 BR0402'WITH THE HIGHWAY.
 BR0402
 BR0402                          STATION RECOVERY (1991)
 BR0402
 BR0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0402'9.9 KM (6.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0402'IN RICEBORO, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST
 BR0402'END OF THE SOUTHEAST ABUTMENT OF A HIGHWAY BRIDGE SPANNING A SWAMP,
 BR0402'AND 5.5 M (18.0 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY
 BR0402'CENTERLINE.
 BR0402
 BR0402                          STATION RECOVERY (2006)
 BR0402
 BR0402'RECOVERY NOTE BY TERRA SURV 2006 (JVH)
 BR0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0107 ***********************************************************************
 DG0107  DESIGNATION -  B 14
 DG0107  PID         -  DG0107
 DG0107  STATE/COUNTY-  GA/DE KALB
 DG0107  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0107
 DG0107                         *CURRENT SURVEY CONTROL
 DG0107  ___________________________________________________________________
 DG0107* NAD 83(1994)-  33 47 35.02198(N)    084 18 26.48686(W)     ADJUSTED  
 DG0107* NAVD 88     -       288.505  (meters)     946.54   (feet)  ADJUSTED  
 DG0107  ___________________________________________________________________
 DG0107  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG0107  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0107  DYNAMIC HT  -         288.186 (meters)     945.49  (feet)  COMP
 DG0107  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG0107
 DG0107  HORZ ORDER  -  SECOND
 DG0107  VERT ORDER  -  FIRST     CLASS II
 DG0107
 DG0107.The horizontal coordinates were established by classical geodetic methods
 DG0107.and adjusted by the National Geodetic Survey in September 1997..
 DG0107
 DG0107.The orthometric height was determined by differential leveling
 DG0107.and adjusted by the National Geodetic Survey in June 1991..
 DG0107
 DG0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0107
 DG0107.The geoid height was determined by GEOID03.
 DG0107
 DG0107.The dynamic height is computed by dividing the NAVD 88
 DG0107.geopotential number by the normal gravity value computed on the
 DG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0107.degrees latitude (g = 980.6199 gals.).
 DG0107
 DG0107.The modeled gravity was interpolated from observed gravity values.
 DG0107
 DG0107;                    North         East     Units Scale Factor Converg.
 DG0107;SPC GA W     -   420,561.173   686,972.175   MT  0.99990209   -0 04 41.7
 DG0107;SPC GA W     - 1,379,791.12  2,253,841.21   sFT  0.99990209   -0 04 41.7
 DG0107;UTM  16      - 3,742,471.028   749,296.323   MT  1.00036623   +1 29 54.3
 DG0107
 DG0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0107!SPC GA W     -   0.99995934  x   0.99990209  =   0.99986144
 DG0107!UTM  16      -   0.99995934  x   1.00036623  =   1.00032556
 DG0107
 DG0107|---------------------------------------------------------------------|
 DG0107| PID    Reference Object                     Distance      Geod. Az  |
 DG0107|                                                           dddmmss.s |
 DG0107| DG0108 B 13                                252.727 METERS 18735     |
 DG0107| DG2365 B 15                                144.117 METERS 33548     |
 DG0107| CZ2736 B 14 RM 2                            53.757 METERS 34920     |
 DG0107|---------------------------------------------------------------------|
 DG0107
 DG0107                          SUPERSEDED SURVEY CONTROL
 DG0107
 DG0107  NAD 83(1986)-  33 47 35.02698(N)    084 18 26.48691(W) AD(       ) 2
 DG0107  NAD 27      -  33 47 34.65363(N)    084 18 26.76438(W) AD(       ) 2
 DG0107  NGVD 29 (??/??/92)  288.427  (m)          946.28   (f) ADJ UNCH    1 2
 DG0107
 DG0107.Superseded values are not recommended for survey control.
 DG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0107.See file dsdata.txt to determine how the superseded data were derived.
 DG0107
 DG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4929642471(NAD 83)
 DG0107_MARKER: DD = SURVEY DISK
 DG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0107_STAMPING: B 14
 DG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0107+STABILITY: SURFACE MOTION
 DG0107
 DG0107  HISTORY     - Date     Condition        Report By
 DG0107  HISTORY     - 1973     MONUMENTED       MARTA
 DG0107  HISTORY     - 1973     GOOD             NGS
 DG0107
 DG0107                          STATION DESCRIPTION
 DG0107
 DG0107'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0107'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON EAST SIDE OF
 DG0107'S.C.L. R/R, 5.35 FT EAST OF EAST RAIL, WEST OF SPUR TRACK, 160 FT
 DG0107'NORTH OF POINT OF FROG AND 830 FT NORTH OF N. DECATUR RD. OVERPASS.
 DG0107'
 DG0107'BENCH MARK ONLY.
 DG0107
 DG0107                          STATION RECOVERY (1973)
 DG0107
 DG0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0107'1.2 MI NNW FROM DECATUR.
 DG0107'A STANDARD MARTA BRASS DISK SET ALONG THE EAST SIDE OF THE
 DG0107'SEABOARD COAST LINE RAILROAD AND THE WEST SIDE OF A SPUR LINE.
 DG0107'ABOUT 2.0 MILES NORTHEAST OF W. HOWARD AVE. MEASURED ALONG THE
 DG0107'TRACKS, 830 FEET NORTHEAST OF THE N. DECATUR RD. OVERPASS, 160
 DG0107'FEET NORTHEAST OF THE POINT OF FROG OF A SPUR LINE, 5.3 FEET
 DG0107'EAST OF THE EAST RAIL OF THE MAIN TRACKS.  THE DISK IS SET ATOP
 DG0107'A POURED CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0565 ***********************************************************************
 BS0565  DESIGNATION -  B 140
 BS0565  PID         -  BS0565
 BS0565  STATE/COUNTY-  GA/ATKINSON
 BS0565  USGS QUAD   -  KIRKLAND (1987)
 BS0565
 BS0565                         *CURRENT SURVEY CONTROL
 BS0565  ___________________________________________________________________
 BS0565* NAD 83(1986)-  31 19 09.     (N)    082 58 07.     (W)     SCALED    
 BS0565* NAVD 88     -        65.609  (meters)     215.25   (feet)  ADJUSTED  
 BS0565  ___________________________________________________________________
 BS0565  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS0565  DYNAMIC HT  -          65.530 (meters)     214.99  (feet)  COMP
 BS0565  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 BS0565
 BS0565  VERT ORDER  -  FIRST     CLASS I
 BS0565
 BS0565.The horizontal coordinates were scaled from a topographic map and have
 BS0565.an estimated accuracy of +/- 6 seconds.
 BS0565
 BS0565.The orthometric height was determined by differential leveling
 BS0565.and adjusted by the National Geodetic Survey in June 1991..
 BS0565
 BS0565.The geoid height was determined by GEOID03.
 BS0565
 BS0565.The dynamic height is computed by dividing the NAVD 88
 BS0565.geopotential number by the normal gravity value computed on the
 BS0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0565.degrees latitude (g = 980.6199 gals.).
 BS0565
 BS0565.The modeled gravity was interpolated from observed gravity values.
 BS0565
 BS0565;                    North         East    Units  Estimated Accuracy
 BS0565;SPC GA E     -   146,510.      123,670.      MT  (+/- 180 meters Scaled)
 BS0565
 BS0565                          SUPERSEDED SURVEY CONTROL
 BS0565
 BS0565  NGVD 29 (??/??/92)   65.840  (m)          216.01   (f) ADJ UNCH    1 1
 BS0565
 BS0565.Superseded values are not recommended for survey control.
 BS0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0565.See file dsdata.txt to determine how the superseded data were derived.
 BS0565
 BS0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ126666(NAD 83)
 BS0565_MARKER: DB = BENCH MARK DISK
 BS0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0565_SP_SET: CULVERT
 BS0565_STAMPING: B 140 1956
 BS0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0565
 BS0565  HISTORY     - Date     Condition        Report By
 BS0565  HISTORY     - 1956     MONUMENTED       CGS
 BS0565  HISTORY     - 1974     GOOD             NGS
 BS0565
 BS0565                          STATION DESCRIPTION
 BS0565
 BS0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BS0565'3.6 MI W FROM KIRKLAND.
 BS0565'ABOUT 3.55 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0565'FROM THE STATION SIGN AND ROAD CROSSING AT KIRKLAND, ABOUT 0.1
 BS0565'MILE EAST OF A ROAD CROSSING, ABOUT 0.9 MILE WEST ALONG U.S.
 BS0565'HIGHWAY 82 FROM JUNCTION OF A BLACK TOP ROAD LEADING NORTH, 128
 BS0565'FEET NORTH-NORTHEAST AND ACROSS TRACK AND HIGHWAY 82 FROM MILE
 BS0565'POST P 625, 98 1/2 FEET NORTH AND ACROSS HIGHWAY FROM NORTH RAIL,
 BS0565'IN THE TOP OF EAST END OF NORTH HEAD WALL OF A 6-FOOT CONCRETE
 BS0565'CULVERT UNDER HIGHWAY, 20 1/2 FEET NORTH OF CENTER LINE OF
 BS0565'HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 BS0565
 BS0565                          STATION RECOVERY (1974)
 BS0565
 BS0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1756 ***********************************************************************
 BS1756  DESIGNATION -  B 140 RESET
 BS1756  PID         -  BS1756
 BS1756  STATE/COUNTY-  GA/ATKINSON
 BS1756  USGS QUAD   -  KIRKLAND (1987)
 BS1756
 BS1756                         *CURRENT SURVEY CONTROL
 BS1756  ___________________________________________________________________
 BS1756* NAD 83(1986)-  31 19 09.     (N)    082 58 07.     (W)     SCALED    
 BS1756* NAVD 88     -        64.45   (meters)     211.4    (feet)  RESET     
 BS1756  ___________________________________________________________________
 BS1756  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1756
 BS1756  VERT ORDER  -  THIRD
 BS1756
 BS1756.The horizontal coordinates were scaled from a topographic map and have
 BS1756.an estimated accuracy of +/- 6 seconds.
 BS1756
 BS1756.The orthometric height was computed from unverified reset data.
 BS1756
 BS1756.The geoid height was determined by GEOID03.
 BS1756
 BS1756;                    North         East    Units  Estimated Accuracy
 BS1756;SPC GA E     -   146,510.      123,670.      MT  (+/- 180 meters Scaled)
 BS1756
 BS1756                          SUPERSEDED SURVEY CONTROL
 BS1756
 BS1756  NGVD 29 (11/20/03)   64.68   (m)          212.2    (f) RESET       3  
 BS1756
 BS1756.Superseded values are not recommended for survey control.
 BS1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1756.See file dsdata.txt to determine how the superseded data were derived.
 BS1756
 BS1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ126666(NAD 83)
 BS1756_MARKER: DB = BENCH MARK DISK
 BS1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1756_SP_SET: CONCRETE POST
 BS1756_STAMPING: B 140 RESET 1986
 BS1756_MARK LOGO: GADT  
 BS1756_PROJECTION: FLUSH
 BS1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1756+STABILITY: SURFACE MOTION
 BS1756
 BS1756  HISTORY     - Date     Condition        Report By
 BS1756  HISTORY     - 1986     MONUMENTED       GADT
 BS1756
 BS1756                          STATION DESCRIPTION
 BS1756
 BS1756'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986
 BS1756'5.8 KM (3.60 MI) WEST FROM KIRKLAND.
 BS1756'5.8 KM (3.60 MI) WEST ALONG THE ATLANTIC SEABOARD COAST LINE RAILROAD
 BS1756'FROM THE STATION SIGN AND ROAD CROSSING IN KIRKLAND, ABOUT .80 KM
 BS1756'(0.50 MI) EAST OF ROAD CROSSING, ABOUT 1.5 KM (0.95 MI) WEST ALONG
 BS1756'U.S. HIGHWAY 82 FROM JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 BS1756'79.8 M (261.8 FT) NORTHWEST AND ACROSS TRACK AND HIGHWAY 82 FROM
 BS1756'MILEPOST P 625, 68.0 M (223.1 FT) NORTH AND ACROSS HIGHWAY FROM NORTH
 BS1756'RAIL, 44.2 M (145.0 FT) NORTH OF CENTER OF EAST BOUND LANE OF U.S.
 BS1756'HIGHWAY 82, 0.6 M (2.0 FT) EAST OF POWERPOLE, 50.9 M (167.0 FT) WEST
 BS1756'OF NORTH END OF DOUBLE LINE OF 42 INCHES PIPES, AND ABOUT .3 M (1.0
 BS1756'FT) BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0512 ***********************************************************************
 BS0512  DESIGNATION -  B 141
 BS0512  PID         -  BS0512
 BS0512  STATE/COUNTY-  GA/WARE
 BS0512  USGS QUAD   -  TALMO (1988)
 BS0512
 BS0512                         *CURRENT SURVEY CONTROL
 BS0512  ___________________________________________________________________
 BS0512* NAD 83(1986)-  31 15 42.     (N)    082 37 13.     (W)     SCALED    
 BS0512* NAVD 88     -        49.834  (meters)     163.50   (feet)  ADJUSTED  
 BS0512  ___________________________________________________________________
 BS0512  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BS0512  DYNAMIC HT  -          49.773 (meters)     163.30  (feet)  COMP
 BS0512  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 BS0512
 BS0512  VERT ORDER  -  FIRST     CLASS II
 BS0512
 BS0512.The horizontal coordinates were scaled from a topographic map and have
 BS0512.an estimated accuracy of +/- 6 seconds.
 BS0512
 BS0512.The orthometric height was determined by differential leveling
 BS0512.and adjusted by the National Geodetic Survey in June 1991..
 BS0512
 BS0512.The geoid height was determined by GEOID03.
 BS0512
 BS0512.The dynamic height is computed by dividing the NAVD 88
 BS0512.geopotential number by the normal gravity value computed on the
 BS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0512.degrees latitude (g = 980.6199 gals.).
 BS0512
 BS0512.The modeled gravity was interpolated from observed gravity values.
 BS0512
 BS0512;                    North         East    Units  Estimated Accuracy
 BS0512;SPC GA E     -   139,950.      156,800.      MT  (+/- 180 meters Scaled)
 BS0512
 BS0512                          SUPERSEDED SURVEY CONTROL
 BS0512
 BS0512  NGVD 29 (??/??/92)   50.082  (m)          164.31   (f) ADJ UNCH    1 2
 BS0512
 BS0512.Superseded values are not recommended for survey control.
 BS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0512.See file dsdata.txt to determine how the superseded data were derived.
 BS0512
 BS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ457597(NAD 83)
 BS0512_MARKER: DB = BENCH MARK DISK
 BS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0512_STAMPING: B 141 1956
 BS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0512+STABILITY: SURFACE MOTION
 BS0512
 BS0512  HISTORY     - Date     Condition        Report By
 BS0512  HISTORY     - 1956     MONUMENTED       CGS
 BS0512
 BS0512                          STATION DESCRIPTION
 BS0512
 BS0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BS0512'0.8 MI W FROM FAIRFAX.
 BS0512'ABOUT 0.75 MILE WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0512'FROM THE ROAD CROSSING AT FAIRFAX, 96 FEET EAST OF MILE POST
 BS0512'P 604, 40 FEET SOUTH OF SOUTH RAIL, 25 FEET NORTH OF CENTER LINE
 BS0512'OF A SAND ROAD PARALLEL TO TRACK, 5 FEET WEST OF TELEPHONE POLE
 BS0512'NO. 3070, 61 FEET NORTH AND ACROSS ROAD FROM A FENCE CORNER,
 BS0512'185 FEET WEST-NORTHWEST OF A WELL WHICH IS LOCATED IN FRONT
 BS0512'OF AN UNOCCUPIED FRAME HOUSE, ABOUT LEVEL WITH TRACK AND SET
 BS0512'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1479 ***********************************************************************
 BD1479  DESIGNATION -  B 142
 BD1479  PID         -  BD1479
 BD1479  STATE/COUNTY-  GA/CHARLTON
 BD1479  USGS QUAD   -  NEWELL (1988)
 BD1479
 BD1479                         *CURRENT SURVEY CONTROL
 BD1479  ___________________________________________________________________
 BD1479* NAD 83(1986)-  30 58 48.     (N)    082 07 13.     (W)     SCALED    
 BD1479* NAVD 88     -        43.863  (meters)     143.91   (feet)  ADJUSTED  
 BD1479  ___________________________________________________________________
 BD1479  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BD1479  DYNAMIC HT  -          43.808 (meters)     143.73  (feet)  COMP
 BD1479  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 BD1479
 BD1479  VERT ORDER  -  FIRST     CLASS I
 BD1479
 BD1479.The horizontal coordinates were scaled from a topographic map and have
 BD1479.an estimated accuracy of +/- 6 seconds.
 BD1479
 BD1479.The orthometric height was determined by differential leveling
 BD1479.and adjusted by the National Geodetic Survey in June 1991..
 BD1479
 BD1479.The geoid height was determined by GEOID03.
 BD1479
 BD1479.The dynamic height is computed by dividing the NAVD 88
 BD1479.geopotential number by the normal gravity value computed on the
 BD1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1479.degrees latitude (g = 980.6199 gals.).
 BD1479
 BD1479.The modeled gravity was interpolated from observed gravity values.
 BD1479
 BD1479;                    North         East    Units  Estimated Accuracy
 BD1479;SPC GA E     -   108,630.      204,430.      MT  (+/- 180 meters Scaled)
 BD1479
 BD1479                          SUPERSEDED SURVEY CONTROL
 BD1479
 BD1479  NGVD 29 (??/??/92)   44.175  (m)          144.93   (f) ADJ UNCH    1 1
 BD1479
 BD1479.Superseded values are not recommended for survey control.
 BD1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1479.See file dsdata.txt to determine how the superseded data were derived.
 BD1479
 BD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ930279(NAD 83)
 BD1479_MARKER: DB = BENCH MARK DISK
 BD1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1479_STAMPING: B 142 1956
 BD1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1479+STABILITY: SURFACE MOTION
 BD1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD1479+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BD1479
 BD1479  HISTORY     - Date     Condition        Report By
 BD1479  HISTORY     - 1956     MONUMENTED       CGS
 BD1479  HISTORY     - 1973     GOOD             NGS
 BD1479  HISTORY     - 20050725 GOOD             JCLS
 BD1479
 BD1479                          STATION DESCRIPTION
 BD1479
 BD1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BD1479'1.6 MI SE FROM RACEPOND.
 BD1479'ABOUT 1.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1479'FROM THE ROAD CROSSING AT RACEPOND, ABOUT 100 YARDS NORTHEAST OF THE
 BD1479'TRACK, 126 YARDS EAST AND ACROSS U.S. HIGHWAY 1 FROM MILE POST
 BD1479'NA 609, 63 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY 1,
 BD1479'171 FEET NORTHWEST OF CENTER LINE OF ROAD LEADING NORTHEAST
 BD1479'TO SANDHILL BAPTIST CHURCH AND CEMETERY, 155 FEET NORTHWEST
 BD1479'OF NORTHWEST END OF A 20-INCH PIPE CULVERT UNDER ROAD NORTHEAST,
 BD1479'1 FOOT SOUTHEAST OF A HIHGWAY R/W MARKER POST, ABOUT 2 FEET BELOW
 BD1479'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1479'3 INCHES.
 BD1479
 BD1479                          STATION RECOVERY (1973)
 BD1479
 BD1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BD1479'RECOVERED IN GOOD CONDITION.
 BD1479
 BD1479                          STATION RECOVERY (2005)
 BD1479
 BD1479'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 BD1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0749 ***********************************************************************
 BC0749  DESIGNATION -  B 143
 BC0749  PID         -  BC0749
 BC0749  STATE/COUNTY-  GA/CAMDEN
 BC0749  USGS QUAD   -  KINGSLAND (1993)
 BC0749
 BC0749                         *CURRENT SURVEY CONTROL
 BC0749  ___________________________________________________________________
 BC0749* NAD 83(1986)-  30 52 17.     (N)    081 42 18.     (W)     SCALED    
 BC0749* NAVD 88     -         6.177  (meters)      20.27   (feet)  ADJUSTED  
 BC0749  ___________________________________________________________________
 BC0749  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0749  DYNAMIC HT  -           6.169 (meters)      20.24  (feet)  COMP
 BC0749  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BC0749
 BC0749  VERT ORDER  -  FIRST     CLASS I
 BC0749
 BC0749.The horizontal coordinates were scaled from a topographic map and have
 BC0749.an estimated accuracy of +/- 6 seconds.
 BC0749
 BC0749.The orthometric height was determined by differential leveling
 BC0749.and adjusted by the National Geodetic Survey in June 1991..
 BC0749
 BC0749.The geoid height was determined by GEOID03.
 BC0749
 BC0749.The dynamic height is computed by dividing the NAVD 88
 BC0749.geopotential number by the normal gravity value computed on the
 BC0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0749.degrees latitude (g = 980.6199 gals.).
 BC0749
 BC0749.The modeled gravity was interpolated from observed gravity values.
 BC0749
 BC0749;                    North         East    Units  Estimated Accuracy
 BC0749;SPC GA E     -    96,680.      244,150.      MT  (+/- 180 meters Scaled)
 BC0749
 BC0749                          SUPERSEDED SURVEY CONTROL
 BC0749
 BC0749  NGVD 29 (??/??/92)    6.529  (m)           21.42   (f) ADJ UNCH    1 1
 BC0749
 BC0749.Superseded values are not recommended for survey control.
 BC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0749.See file dsdata.txt to determine how the superseded data were derived.
 BC0749
 BC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ326155(NAD 83)
 BC0749_MARKER: DB = BENCH MARK DISK
 BC0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0749_STAMPING: B 143 1956
 BC0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0749+STABILITY: SURFACE MOTION
 BC0749
 BC0749  HISTORY     - Date     Condition        Report By
 BC0749  HISTORY     - 1956     MONUMENTED       CGS
 BC0749  HISTORY     - 1975     GOOD             NGS
 BC0749  HISTORY     - 19910404 MARK NOT FOUND   NGS
 BC0749
 BC0749                          STATION DESCRIPTION
 BC0749
 BC0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0749'5 MI N FROM KINGSLAND.
 BC0749'5.05 MILES NORTH ALONG SEABOARD COAST LINE RAILROAD FROM THE
 BC0749'CROSSING OF STATE HIGHWAY 40 AT KINGSLAND, 70.0 FEET EAST OF THE
 BC0749'EAST RAIL OF THE MAIN TRACK, 162.0 FEET NORTH OF THE CENTER
 BC0749'LINE OF A DIRT ROAD, 267 YARDS NORTH OF MILE POST 594, 184.0
 BC0749'FEET NORTH-NORTHEAST OF THE CENTER OF CROSSING, 69.0 FEET
 BC0749'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SLAB
 BC0749'WHICH IS UNDER A SAWDUST STORAGE CHUTE, 2.6 FEET NORTH OF THE
 BC0749'FIRST POWER POLE NORTH OF THE CROSSING, 1.0 FEET SOUTH
 BC0749'OF A WITNESS POST, 2 FEET LOWER THAN THE TRACKS, AND SET IN THE
 BC0749'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BC0749
 BC0749                          STATION RECOVERY (1991)
 BC0749
 BC0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0749'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0162 ***********************************************************************
 BD0162  DESIGNATION -  B 144
 BD0162  PID         -  BD0162
 BD0162  STATE/COUNTY-  GA/CHARLTON
 BD0162  USGS QUAD   -  MONIAC (1994)
 BD0162
 BD0162                         *CURRENT SURVEY CONTROL
 BD0162  ___________________________________________________________________
 BD0162* NAD 83(1986)-  30 31 13.     (N)    082 13 09.     (W)     SCALED    
 BD0162* NAVD 88     -        36.240  (meters)     118.90   (feet)  ADJUSTED  
 BD0162  ___________________________________________________________________
 BD0162  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD0162  DYNAMIC HT  -          36.193 (meters)     118.74  (feet)  COMP
 BD0162  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BD0162
 BD0162  VERT ORDER  -  FIRST     CLASS II
 BD0162
 BD0162.The horizontal coordinates were scaled from a topographic map and have
 BD0162.an estimated accuracy of +/- 6 seconds.
 BD0162
 BD0162.The orthometric height was determined by differential leveling
 BD0162.and adjusted by the National Geodetic Survey in June 1991..
 BD0162
 BD0162.The geoid height was determined by GEOID03.
 BD0162
 BD0162.The dynamic height is computed by dividing the NAVD 88
 BD0162.geopotential number by the normal gravity value computed on the
 BD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0162.degrees latitude (g = 980.6199 gals.).
 BD0162
 BD0162.The modeled gravity was interpolated from observed gravity values.
 BD0162
 BD0162;                    North         East    Units  Estimated Accuracy
 BD0162;SPC GA E     -    57,670.      194,960.      MT  (+/- 180 meters Scaled)
 BD0162
 BD0162                          SUPERSEDED SURVEY CONTROL
 BD0162
 BD0162  NGVD 29 (??/??/92)   36.527  (m)          119.84   (f) ADJ UNCH    1 2
 BD0162
 BD0162.Superseded values are not recommended for survey control.
 BD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0162.See file dsdata.txt to determine how the superseded data were derived.
 BD0162
 BD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP830770(NAD 83)
 BD0162_MARKER: DB = BENCH MARK DISK
 BD0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BD0162_SP_SET: CULVERT HEADWALL
 BD0162_STAMPING: B 144 1957
 BD0162_MARK LOGO: CGS   
 BD0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0162+STABILITY: SURFACE MOTION
 BD0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD0162+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 BD0162
 BD0162  HISTORY     - Date     Condition        Report By
 BD0162  HISTORY     - 1957     MONUMENTED       CGS
 BD0162  HISTORY     - 19920123 GOOD             NGS
 BD0162
 BD0162                          STATION DESCRIPTION
 BD0162
 BD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD0162'11.1 MI W FROM ST GEORGE.
 BD0162'ABOUT 11.1 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 BD0162'AT ST. GEORGE, 0.35 MILE EAST OF THE POST OFFICE AT MONIAC,
 BD0162'25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 BD0162'WEST END OF THE NORTH CONCRETE HEAD WALL WITH LONG RIGHT ANGLE
 BD0162'RETAINING WALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY,
 BD0162'8 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH
 BD0162'AND ABOUT LEVEL WITH THE HIGHWAY.
 BD0162
 BD0162                          STATION RECOVERY (1992)
 BD0162
 BD0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 BD0162'THE MARK IS ABOUT 0.95 MI (1.53 KM) EAST OF BAXTER IN SECTION 4, T 1
 BD0162'N, R 21 E. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 2 AND
 BD0162'STATE ROAD S-127 IN BAXTER, GO EAST ON STATE ROAD 2 FOR 0.95 MI (1.53
 BD0162'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF THE WEST END OF THE
 BD0162'NORTH CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY.
 BD0162'LOCATED 25.0 FT (7.6 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.0 FT
 BD0162'(2.4 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING
 BD0162'NORTH AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0674 ***********************************************************************
 BS0674  DESIGNATION -  B 145
 BS0674  PID         -  BS0674
 BS0674  STATE/COUNTY-  GA/BERRIEN
 BS0674  USGS QUAD   -  TENMILE BAY (1972)
 BS0674
 BS0674                         *CURRENT SURVEY CONTROL
 BS0674  ___________________________________________________________________
 BS0674* NAD 83(1986)-  31 22 24.     (N)    083 11 11.     (W)     SCALED    
 BS0674* NAVD 88     -        69.590  (meters)     228.31   (feet)  ADJUSTED  
 BS0674  ___________________________________________________________________
 BS0674  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BS0674  DYNAMIC HT  -          69.506 (meters)     228.04  (feet)  COMP
 BS0674  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BS0674
 BS0674  VERT ORDER  -  FIRST     CLASS II
 BS0674
 BS0674.The horizontal coordinates were scaled from a topographic map and have
 BS0674.an estimated accuracy of +/- 6 seconds.
 BS0674
 BS0674.The orthometric height was determined by differential leveling
 BS0674.and adjusted by the National Geodetic Survey in June 1991..
 BS0674
 BS0674.The geoid height was determined by GEOID03.
 BS0674
 BS0674.The dynamic height is computed by dividing the NAVD 88
 BS0674.geopotential number by the normal gravity value computed on the
 BS0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0674.degrees latitude (g = 980.6199 gals.).
 BS0674
 BS0674.The modeled gravity was interpolated from observed gravity values.
 BS0674
 BS0674;                    North         East    Units  Estimated Accuracy
 BS0674;SPC GA W     -   152,650.      793,250.      MT  (+/- 180 meters Scaled)
 BS0674
 BS0674                          SUPERSEDED SURVEY CONTROL
 BS0674
 BS0674  NGVD 29 (??/??/92)   69.801  (m)          229.01   (f) ADJ UNCH    1 2
 BS0674
 BS0674.Superseded values are not recommended for survey control.
 BS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0674.See file dsdata.txt to determine how the superseded data were derived.
 BS0674
 BS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ920730(NAD 83)
 BS0674_MARKER: DB = BENCH MARK DISK
 BS0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0674_STAMPING: B 145 1957
 BS0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0674+STABILITY: SURFACE MOTION
 BS0674
 BS0674  HISTORY     - Date     Condition        Report By
 BS0674  HISTORY     - 1957     MONUMENTED       CGS
 BS0674  HISTORY     - 1962     GOOD             NGS
 BS0674
 BS0674                          STATION DESCRIPTION
 BS0674
 BS0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0674'2.2 MI E FROM ALAPAHA.
 BS0674'ABOUT 2.2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0674'THE STATION AT ALAPAHA, 0.4 MILE WEST OF MILEPOST NO. P-638,
 BS0674'0.85 MILE WEST OF THE STEEL BRIDGE OVER THE ALAPAHA RIVER,
 BS0674'76 1/2 FEET NORTH OF THE NORTH RAIL, 324 YARDS EAST OF A FIELD
 BS0674'ROAD CROSSING, 135 FEET NORTHWEST AND ACROSS TRACK FROM TELEPHONE
 BS0674'POLE NO. 2131, 179 FEET NORTHEAST OF AND ACROSS TRACK FROM
 BS0674'TELEPHONE POLE NO. 2130, 222 FEET WEST-NORTHWEST OF A WHISTLE
 BS0674'POST, 6 1/2 FEET EAST OF A FENCE CORNER AT THE SOUTHEAST CORNER
 BS0674'OF A PECAN ORCHARD, 1 1/2 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 2
 BS0674'FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TOP
 BS0674'OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BS0674
 BS0674                          STATION RECOVERY (1962)
 BS0674
 BS0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BS0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0290 ***********************************************************************
 BR0290  DESIGNATION -  B 148
 BR0290  PID         -  BR0290
 BR0290  STATE/COUNTY-  GA/MCINTOSH
 BR0290  USGS QUAD   -  COX (1978)
 BR0290
 BR0290                         *CURRENT SURVEY CONTROL
 BR0290  ___________________________________________________________________
 BR0290* NAD 83(1986)-  31 29 09.     (N)    081 32 57.     (W)     SCALED    
 BR0290* NAVD 88     -         5.210  (meters)      17.09   (feet)  ADJUSTED  
 BR0290  ___________________________________________________________________
 BR0290  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 BR0290  DYNAMIC HT  -           5.203 (meters)      17.07  (feet)  COMP
 BR0290  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BR0290
 BR0290  VERT ORDER  -  FIRST     CLASS II
 BR0290
 BR0290.The horizontal coordinates were scaled from a topographic map and have
 BR0290.an estimated accuracy of +/- 6 seconds.
 BR0290
 BR0290.The orthometric height was determined by differential leveling
 BR0290.and adjusted by the National Geodetic Survey in June 1991..
 BR0290
 BR0290.The geoid height was determined by GEOID03.
 BR0290
 BR0290.The dynamic height is computed by dividing the NAVD 88
 BR0290.geopotential number by the normal gravity value computed on the
 BR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0290.degrees latitude (g = 980.6199 gals.).
 BR0290
 BR0290.The modeled gravity was interpolated from observed gravity values.
 BR0290
 BR0290;                    North         East    Units  Estimated Accuracy
 BR0290;SPC GA E     -   164,880.      258,670.      MT  (+/- 180 meters Scaled)
 BR0290
 BR0290                          SUPERSEDED SURVEY CONTROL
 BR0290
 BR0290  NGVD 29 (??/??/92)    5.504  (m)           18.06   (f) ADJ UNCH    1 2
 BR0290
 BR0290.Superseded values are not recommended for survey control.
 BR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0290.See file dsdata.txt to determine how the superseded data were derived.
 BR0290
 BR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ478835(NAD 83)
 BR0290_MARKER: DB = BENCH MARK DISK
 BR0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0290_STAMPING: B 148 1956
 BR0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0290
 BR0290  HISTORY     - Date     Condition        Report By
 BR0290  HISTORY     - 1956     MONUMENTED       CGS
 BR0290
 BR0290                          STATION DESCRIPTION
 BR0290
 BR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0290'2.3 MI NE FROM COX.
 BR0290'ABOUT 2.3 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BR0290'FROM THE STATION AT COX, 11 1/2 FEET NORTHEAST OF THE THIRD POLE
 BR0290'SOUTH OF MILE POST 548, 76 FEET WEST OF THE WEST RAIL, 1 FOOT EAST
 BR0290'OF FENCE LINE, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 BR0290'DISK ON THE TOP OF A 3-INCH PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0293 ***********************************************************************
 BR0293  DESIGNATION -  B 149
 BR0293  PID         -  BR0293
 BR0293  STATE/COUNTY-  GA/WAYNE
 BR0293  USGS QUAD   -  EVERETT (1993)
 BR0293
 BR0293                         *CURRENT SURVEY CONTROL
 BR0293  ___________________________________________________________________
 BR0293* NAD 83(1986)-  31 29 39.     (N)    081 44 52.     (W)     SCALED    
 BR0293* NAVD 88     -        25.378  (meters)      83.26   (feet)  ADJUSTED  
 BR0293  ___________________________________________________________________
 BR0293  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 BR0293  DYNAMIC HT  -          25.348 (meters)      83.16  (feet)  COMP
 BR0293  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BR0293
 BR0293  VERT ORDER  -  FIRST     CLASS II
 BR0293
 BR0293.The horizontal coordinates were scaled from a topographic map and have
 BR0293.an estimated accuracy of +/- 6 seconds.
 BR0293
 BR0293.The orthometric height was determined by differential leveling
 BR0293.and adjusted by the National Geodetic Survey in June 1991..
 BR0293
 BR0293.The geoid height was determined by GEOID03.
 BR0293
 BR0293.The dynamic height is computed by dividing the NAVD 88
 BR0293.geopotential number by the normal gravity value computed on the
 BR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0293.degrees latitude (g = 980.6199 gals.).
 BR0293
 BR0293.The modeled gravity was interpolated from observed gravity values.
 BR0293
 BR0293;                    North         East    Units  Estimated Accuracy
 BR0293;SPC GA E     -   165,710.      239,790.      MT  (+/- 180 meters Scaled)
 BR0293
 BR0293                          SUPERSEDED SURVEY CONTROL
 BR0293
 BR0293  NGVD 29 (??/??/92)   25.662  (m)           84.19   (f) ADJ UNCH    1 2
 BR0293
 BR0293.Superseded values are not recommended for survey control.
 BR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0293.See file dsdata.txt to determine how the superseded data were derived.
 BR0293
 BR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ289846(NAD 83)
 BR0293_MARKER: DB = BENCH MARK DISK
 BR0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0293_STAMPING: B 149 1956
 BR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0293+STABILITY: SURFACE MOTION
 BR0293
 BR0293  HISTORY     - Date     Condition        Report By
 BR0293  HISTORY     - 1956     MONUMENTED       CGS
 BR0293  HISTORY     - 1975     GOOD             USGS
 BR0293
 BR0293                          STATION DESCRIPTION
 BR0293
 BR0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0293'9.4 MI NW FROM EVERETT.
 BR0293'ABOUT 9.45 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 BR0293'STATION AT EVERETT, ABOUT 0.15 MILE NORTHWEST OF MILE POST 399,
 BR0293'171 FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 25 AND 341 FROM
 BR0293'SOUTHWEST RAIL, 74 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 70
 BR0293'FEET SOUTHEAST OF CENTER LINE OF A DIM DRIVE SOUTHWEST, 16 1/2
 BR0293'FEET NORTHWEST OF A HIGHWAY R/W MARKER POST, 22 FEET SOUTHEAST OF
 BR0293'A CONCRETE POST PROJECTING 18 INCHES (4 BY 4-INCH), 2 FEET
 BR0293'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK
 BR0293'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BR0293
 BR0293                          STATION RECOVERY (1975)
 BR0293
 BR0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0293'ABOUT 4.05 MI SOUTHEAST OF GARDI, GA. ALONG U.S. 341-25. AND 9.45
 BR0293'MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BR0293'EVERETT. 171 FT SW FROM SW RAIL. 173 FT EAST OF TELEPHONE POLE NO.
 BR0293'35. 158 FT SSW OF POLE NW OF NO. 35. 74 FT SW CENTERLINE U.S. 341. 54
 BR0293'FT NW OF UNDERGROUND CABLE WARNING SIGN. 22 FT SE OF NW-SE WOODSLINE
 BR0293'AT PAINTED PROPERTY LINE SOUTH. 16 1/2 FT NW OF CONCRETE HIGHWAY R/W
 BR0293'MARKER. 2 FT SOUTHEAST OF WOODEN WITNESS POST. SET IN TOP OF CONCRETE
 BR0293'POST PROJ. 0.1 FT. STANDARD TABLET STAMPED B 149 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2365 ***********************************************************************
 DG2365  DESIGNATION -  B 15
 DG2365  PID         -  DG2365
 DG2365  STATE/COUNTY-  GA/DE KALB
 DG2365  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2365
 DG2365                         *CURRENT SURVEY CONTROL
 DG2365  ___________________________________________________________________
 DG2365* NAD 83(1994)-  33 47 39.28856(N)    084 18 28.78305(W)     ADJUSTED  
 DG2365* NAVD 88     -       289.271  (meters)     949.05   (feet)  ADJUSTED  
 DG2365  ___________________________________________________________________
 DG2365  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG2365  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2365  DYNAMIC HT  -         288.952 (meters)     948.00  (feet)  COMP
 DG2365  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG2365
 DG2365  HORZ ORDER  -  SECOND
 DG2365  VERT ORDER  -  FIRST     CLASS II
 DG2365
 DG2365.The horizontal coordinates were established by classical geodetic methods
 DG2365.and adjusted by the National Geodetic Survey in September 1997..
 DG2365
 DG2365.The orthometric height was determined by differential leveling
 DG2365.and adjusted by the National Geodetic Survey in June 1991..
 DG2365
 DG2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2365
 DG2365.The geoid height was determined by GEOID03.
 DG2365
 DG2365.The dynamic height is computed by dividing the NAVD 88
 DG2365.geopotential number by the normal gravity value computed on the
 DG2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2365.degrees latitude (g = 980.6199 gals.).
 DG2365
 DG2365.The modeled gravity was interpolated from observed gravity values.
 DG2365
 DG2365;                    North         East     Units Scale Factor Converg.
 DG2365;SPC GA W     -   420,692.698   686,913.293   MT  0.99990211   -0 04 43.0
 DG2365;SPC GA W     - 1,380,222.63  2,253,648.03   sFT  0.99990211   -0 04 43.0
 DG2365;UTM  16      - 3,742,600.942   749,233.815   MT  1.00036584   +1 29 53.2
 DG2365
 DG2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2365!SPC GA W     -   0.99995922  x   0.99990211  =   0.99986134
 DG2365!UTM  16      -   0.99995922  x   1.00036584  =   1.00032505
 DG2365
 DG2365|---------------------------------------------------------------------|
 DG2365| PID    Reference Object                     Distance      Geod. Az  |
 DG2365|                                                           dddmmss.s |
 DG2365| DG0107 B 14                                144.117 METERS 15548     |
 DG2365| DG2366 B 16 MARTA                          158.002 METERS 29411     |
 DG2365| CZ2738 B 15 RM 2                            53.564 METERS 30901     |
 DG2365| CZ2737 B 15 RM 1                            26.610 METERS 30901     |
 DG2365|---------------------------------------------------------------------|
 DG2365
 DG2365                          SUPERSEDED SURVEY CONTROL
 DG2365
 DG2365  NAD 83(1986)-  33 47 39.29357(N)    084 18 28.78310(W) AD(       ) 2
 DG2365  NAD 27      -  33 47 38.92028(N)    084 18 29.06060(W) AD(       ) 2
 DG2365  NGVD 29 (??/??/92)  289.194  (m)          948.80   (f) ADJ UNCH    1 2
 DG2365
 DG2365.Superseded values are not recommended for survey control.
 DG2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2365.See file dsdata.txt to determine how the superseded data were derived.
 DG2365
 DG2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4923442601(NAD 83)
 DG2365_MARKER: DD = SURVEY DISK
 DG2365_SETTING: 0 = UNSPECIFIED SETTING
 DG2365
 DG2365  HISTORY     - Date     Condition        Report By
 DG2365  HISTORY     - 1973     MONUMENTED       MARTA
 DG2365
 DG2365                          STATION DESCRIPTION
 DG2365
 DG2365'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2365'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON THE EAST SIDE
 DG2365'OF S.C.L. R/R, 8.62 FT EAST OF EAST RAIL AND 175 FT + OR - S.E. OF
 DG2365'TELEGRAPH POWER POLE.  BENCH MARK ONLY.  THIS STATION HAS BEEN
 DG2365'DESTROYED BY R/R WORK IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0021 ***********************************************************************
 BR0021  DESIGNATION -  B 150
 BR0021  PID         -  BR0021
 BR0021  STATE/COUNTY-  GA/GLYNN
 BR0021  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0021
 BR0021                         *CURRENT SURVEY CONTROL
 BR0021  ___________________________________________________________________
 BR0021* NAD 83(1986)-  31 10 57.     (N)    081 28 42.     (W)     SCALED    
 BR0021* NAVD 88     -         3.220  (meters)      10.56   (feet)  ADJUSTED  
 BR0021  ___________________________________________________________________
 BR0021  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BR0021  DYNAMIC HT  -           3.216 (meters)      10.55  (feet)  COMP
 BR0021  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BR0021
 BR0021  VERT ORDER  -  FIRST     CLASS I
 BR0021
 BR0021.The horizontal coordinates were scaled from a topographic map and have
 BR0021.an estimated accuracy of +/- 6 seconds.
 BR0021
 BR0021.The orthometric height was determined by differential leveling
 BR0021.and adjusted by the National Geodetic Survey in May 1994..
 BR0021
 BR0021.The geoid height was determined by GEOID03.
 BR0021
 BR0021.The dynamic height is computed by dividing the NAVD 88
 BR0021.geopotential number by the normal gravity value computed on the
 BR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0021.degrees latitude (g = 980.6199 gals.).
 BR0021
 BR0021.The modeled gravity was interpolated from observed gravity values.
 BR0021
 BR0021;                    North         East    Units  Estimated Accuracy
 BR0021;SPC GA E     -   131,290.      265,610.      MT  (+/- 180 meters Scaled)
 BR0021
 BR0021                          SUPERSEDED SURVEY CONTROL
 BR0021
 BR0021  NAVD 88 (06/15/91)    3.207  (m)           10.52   (f) UNKNOWN     1 1
 BR0021  NGVD 29 (09/01/92)    3.533  (m)           11.59   (f) ADJUSTED    1 1
 BR0021
 BR0021.Superseded values are not recommended for survey control.
 BR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0021.See file dsdata.txt to determine how the superseded data were derived.
 BR0021
 BR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ544499(NAD 83)
 BR0021_MARKER: DB = BENCH MARK DISK
 BR0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0021_SP_SET: CONCRETE POST
 BR0021_STAMPING: B 150 1956
 BR0021_MARK LOGO: CGS   
 BR0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0021+STABILITY: SURFACE MOTION
 BR0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0021+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BR0021
 BR0021  HISTORY     - Date     Condition        Report By
 BR0021  HISTORY     - 1956     MONUMENTED       CGS
 BR0021  HISTORY     - 1975     GOOD             NGS
 BR0021  HISTORY     - 19910327 GOOD             NGS
 BR0021  HISTORY     - 20040321 GOOD             USPSQD
 BR0021
 BR0021                          STATION DESCRIPTION
 BR0021
 BR0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0021'2 MI N FROM BRUNSWICK.
 BR0021'2.05 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BR0021'STATE HIGHWAY 25 AT BRUNSWICK, THENCE 0.25 MILE WEST ALONG
 BR0021'FOURTH STREET, 0.10 MILE WEST OF DOLPHINE STREET, 43.2 FEET
 BR0021'SOUTH OF THE CENTER LINE OF FOURTH STREET, 47.1 FEET EAST OF
 BR0021'A POWER POLE, 9.8 FEET EAST OF APPROXIMATE CENTER OF TRAIL
 BR0021'(DIM ROAD) LEADING SOUTH, 7 INCHES NORTH OF A METAL WITNESS
 BR0021'POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE STREET AND SET
 BR0021'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BR0021
 BR0021                          STATION RECOVERY (1991)
 BR0021
 BR0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0021'3.3 KM (2.1 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR0021'INTERSECTION OF U.S. HIGHWAY 25 IN BRUNSWICK, THENCE 0.5 KM (0.3 MI)
 BR0021'WESTERLY ALONG FOURTH STREET, 65.5 M (214.9 FT) EAST OF THE CENTER OF
 BR0021'A DRIVEWAY LEADING TO 3122 4TH STREET, 47.5 M (155.8 FT) WEST OF THE
 BR0021'EXTENDED CENTER OF A DRIVEWAY, 15.0 M (49.2 FT) EAST OF A UTILITY
 BR0021'POLE WITH A GUY CABLE, 13.0 M (42.7 FT) SOUTH OF AND LEVEL WITH THE
 BR0021'STREET CENTERLINE, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 BR0021'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BR0021
 BR0021                          STATION RECOVERY (2004)
 BR0021
 BR0021'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0237 ***********************************************************************
 BR0237  DESIGNATION -  B 151
 BR0237  PID         -  BR0237
 BR0237  STATE/COUNTY-  GA/GLYNN
 BR0237  USGS QUAD   -  BLADEN (1993)
 BR0237
 BR0237                         *CURRENT SURVEY CONTROL
 BR0237  ___________________________________________________________________
 BR0237* NAD 83(1986)-  31 14 23.     (N)    081 44 20.     (W)     SCALED    
 BR0237* NAVD 88     -         3.671  (meters)      12.04   (feet)  ADJUSTED  
 BR0237  ___________________________________________________________________
 BR0237  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 BR0237  DYNAMIC HT  -           3.667 (meters)      12.03  (feet)  COMP
 BR0237  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 BR0237
 BR0237  VERT ORDER  -  FIRST     CLASS II
 BR0237
 BR0237.The horizontal coordinates were scaled from a topographic map and have
 BR0237.an estimated accuracy of +/- 6 seconds.
 BR0237
 BR0237.The orthometric height was determined by differential leveling
 BR0237.and adjusted by the National Geodetic Survey in June 1991..
 BR0237
 BR0237.The geoid height was determined by GEOID03.
 BR0237
 BR0237.The dynamic height is computed by dividing the NAVD 88
 BR0237.geopotential number by the normal gravity value computed on the
 BR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0237.degrees latitude (g = 980.6199 gals.).
 BR0237
 BR0237.The modeled gravity was interpolated from observed gravity values.
 BR0237
 BR0237;                    North         East    Units  Estimated Accuracy
 BR0237;SPC GA E     -   137,500.      240,750.      MT  (+/- 180 meters Scaled)
 BR0237
 BR0237                          SUPERSEDED SURVEY CONTROL
 BR0237
 BR0237  NGVD 29 (??/??/92)    3.984  (m)           13.07   (f) ADJ UNCH    1 2
 BR0237
 BR0237.Superseded values are not recommended for survey control.
 BR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0237.See file dsdata.txt to determine how the superseded data were derived.
 BR0237
 BR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ296564(NAD 83)
 BR0237_MARKER: DB = BENCH MARK DISK
 BR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0237_STAMPING: B 151 1956
 BR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0237+STABILITY: SURFACE MOTION
 BR0237
 BR0237  HISTORY     - Date     Condition        Report By
 BR0237  HISTORY     - 1956     MONUMENTED       CGS
 BR0237
 BR0237                          STATION DESCRIPTION
 BR0237
 BR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0237'2.2 MI W FROM BLADEN.
 BR0237'ABOUT 2.15 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BR0237'FROM THE CROSSING OF THE SEABOARD AIR LINE RAILROAD AT BLADEN,
 BR0237'77 1/2 FEET NORTH OF THE NORTH RAIL, 240 FEET WEST OF MILE POST
 BR0237'O 625, 295 FEET EAST-NORTHEAST OF THE EASTMOST OF TWO SMALL
 BR0237'TRESTLES, 8 FEET WEST OF A 28-INCH OAK, 7 FEET NORTHWEST OF A
 BR0237'24-INCH OAK WITH TRIANGULAR BLAZE, 2 FEET SOUTHWEST OF A WHITE
 BR0237'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 BR0237'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0147 ***********************************************************************
 BR0147  DESIGNATION -  B 152 RESET
 BR0147  PID         -  BR0147
 BR0147  STATE/COUNTY-  GA/MCINTOSH
 BR0147  USGS QUAD   -  RIDGEVILLE (1993)
 BR0147
 BR0147                         *CURRENT SURVEY CONTROL
 BR0147  ___________________________________________________________________
 BR0147* NAD 83(1986)-  31 25 14.     (N)    081 29 02.     (W)     SCALED    
 BR0147* NAVD 88     -         3.567  (meters)      11.70   (feet)  ADJUSTED  
 BR0147  ___________________________________________________________________
 BR0147  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 BR0147  DYNAMIC HT  -           3.562 (meters)      11.69  (feet)  COMP
 BR0147  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 BR0147
 BR0147  VERT ORDER  -  FIRST     CLASS I
 BR0147
 BR0147.The horizontal coordinates were scaled from a topographic map and have
 BR0147.an estimated accuracy of +/- 6 seconds.
 BR0147
 BR0147.The orthometric height was determined by differential leveling
 BR0147.and adjusted by the National Geodetic Survey in June 1991..
 BR0147
 BR0147.The geoid height was determined by GEOID03.
 BR0147
 BR0147.The dynamic height is computed by dividing the NAVD 88
 BR0147.geopotential number by the normal gravity value computed on the
 BR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0147.degrees latitude (g = 980.6199 gals.).
 BR0147
 BR0147.The modeled gravity was interpolated from observed gravity values.
 BR0147
 BR0147;                    North         East    Units  Estimated Accuracy
 BR0147;SPC GA E     -   157,680.      264,910.      MT  (+/- 180 meters Scaled)
 BR0147
 BR0147                          SUPERSEDED SURVEY CONTROL
 BR0147
 BR0147.No superseded survey control is available for this station.
 BR0147
 BR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ540763(NAD 83)
 BR0147_MARKER: DB = BENCH MARK DISK
 BR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0147_SP_SET: CONCRETE POST
 BR0147_STAMPING: B 152 RESET 1960
 BR0147_MARK LOGO: CGS   
 BR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0147+STABILITY: SURFACE MOTION
 BR0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0147+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 BR0147
 BR0147  HISTORY     - Date     Condition        Report By
 BR0147  HISTORY     - 1960     MONUMENTED       CGS
 BR0147  HISTORY     - 1975     GOOD             NGS
 BR0147  HISTORY     - 19910326 GOOD             NGS
 BR0147
 BR0147                          STATION DESCRIPTION
 BR0147
 BR0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0147'4.2 MI NW FROM DARIEN.
 BR0147'4.15 MILES NORTHWEST ALONG STATE HIGHWAY 251 FROM THE JUNCTION OF
 BR0147'U.S. HIGHWAY 17 AT DARIEN, 68.3 FEET NORTHEAST OF CENTER LINE OF
 BR0147'THE HIGHWAY, 67.2 FEET EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY
 BR0147'AND BRAIR DAM ROAD, 19.2 FEET EAST OF A TELEPHONE POLE WITH
 BR0147'GUYWIRE, 1.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2
 BR0147'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BR0147'CONCRETE POST PROJECTING 0.5 FOOT.  THIS MARK CAN ALSO BE REACHED
 BR0147'BY GOING 5.50 MILES SOUTHEAST ALONG STATE HIGHWAY 251 FROM THE
 BR0147'CROSSING OF THE SEABOARD COAST LINE RAILROAD AT COX.
 BR0147
 BR0147                          STATION RECOVERY (1991)
 BR0147
 BR0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0147'1.0 KM (0.6 MI) NORTHERLY ALONG U.S HIGHWAY 17 FROM THE POST OFFICE
 BR0147'IN DARIEN, THENCE 6.9 KM (4.3 MI) NORTHWESTERLY ALONG STATE HIGHWAY
 BR0147'251, 25.6 M (84.0 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 BR0147'19.1 M (62.7 FT) WEST OF THE WEST CORNER OF A CHAIN-LINK FENCE, 0.5 M
 BR0147'(1.6 FT) NORTHWEST OF A WITNESS POST, 0.4 M (1.3 FT) SOUTHEAST OF A
 BR0147'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 BR0147'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1746 ***********************************************************************
 BD1746  DESIGNATION -  B 154 GA
 BD1746  PID         -  BD1746
 BD1746  STATE/COUNTY-  GA/CLINCH
 BD1746  USGS QUAD   -  FARGO (1987)
 BD1746
 BD1746                         *CURRENT SURVEY CONTROL
 BD1746  ___________________________________________________________________
 BD1746* NAD 83(1986)-  30 40 04.     (N)    082 33 21.     (W)     SCALED    
 BD1746* NAVD 88     -        34.039  (meters)     111.68   (feet)  ADJUSTED  
 BD1746  ___________________________________________________________________
 BD1746  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BD1746  DYNAMIC HT  -          33.996 (meters)     111.54  (feet)  COMP
 BD1746  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 BD1746
 BD1746  VERT ORDER  -  FIRST     CLASS II
 BD1746
 BD1746.The horizontal coordinates were scaled from a topographic map and have
 BD1746.an estimated accuracy of +/- 6 seconds.
 BD1746
 BD1746.The orthometric height was determined by differential leveling
 BD1746.and adjusted by the National Geodetic Survey in June 1991..
 BD1746
 BD1746.The geoid height was determined by GEOID03.
 BD1746
 BD1746.The dynamic height is computed by dividing the NAVD 88
 BD1746.geopotential number by the normal gravity value computed on the
 BD1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1746.degrees latitude (g = 980.6199 gals.).
 BD1746
 BD1746.The modeled gravity was interpolated from observed gravity values.
 BD1746
 BD1746;                    North         East    Units  Estimated Accuracy
 BD1746;SPC GA E     -    74,090.      162,710.      MT  (+/- 180 meters Scaled)
 BD1746
 BD1746                          SUPERSEDED SURVEY CONTROL
 BD1746
 BD1746  NGVD 29 (??/??/92)   34.309  (m)          112.56   (f) ADJ UNCH    1 2
 BD1746
 BD1746.Superseded values are not recommended for survey control.
 BD1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1746.See file dsdata.txt to determine how the superseded data were derived.
 BD1746
 BD1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP509938(NAD 83)
 BD1746_MARKER: DB = BENCH MARK DISK
 BD1746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD1746_SP_SET: CULVERT
 BD1746_STAMPING: B 154 1957
 BD1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1746
 BD1746  HISTORY     - Date     Condition        Report By
 BD1746  HISTORY     - 1957     MONUMENTED       CGS
 BD1746
 BD1746                          STATION DESCRIPTION
 BD1746
 BD1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1746'1.3 MI SW FROM FARGO.
 BD1746'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 441 FROM THE
 BD1746'SOUTHERN RAILWAY STATION AT FARGO, ABOUT 0.5 MILE SOUTH OF THE
 BD1746'JUNCTION OF STATE HIGHWAY 94 AND U.S. HIGHWAY 441, SET ON TOP
 BD1746'OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A DOUBLE
 BD1746'4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 21 FEET SOUTHEAST
 BD1746'OF THE CENTER LINE OF THE HIGHWAY, 114 FEET SOUTH AND ACROSS
 BD1746'THE HIGHWAY FROM REA CO-OP POWER LINE POLE NO. B 534, 0.5 FOOT
 BD1746'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 1 FOOT
 BD1746'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1620 ***********************************************************************
 BD1620  DESIGNATION -  B 155 GA
 BD1620  PID         -  BD1620
 BD1620  STATE/COUNTY-  GA/ECHOLS
 BD1620  USGS QUAD   -  HAYLOW (1971)
 BD1620
 BD1620                         *CURRENT SURVEY CONTROL
 BD1620  ___________________________________________________________________
 BD1620* NAD 83(1986)-  30 49 31.     (N)    082 55 33.     (W)     SCALED    
 BD1620* NAVD 88     -        49.999  (meters)     164.04   (feet)  ADJUSTED  
 BD1620  ___________________________________________________________________
 BD1620  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BD1620  DYNAMIC HT  -          49.936 (meters)     163.83  (feet)  COMP
 BD1620  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 BD1620
 BD1620  VERT ORDER  -  FIRST     CLASS II
 BD1620
 BD1620.The horizontal coordinates were scaled from a topographic map and have
 BD1620.an estimated accuracy of +/- 6 seconds.
 BD1620
 BD1620.The orthometric height was determined by differential leveling
 BD1620.and adjusted by the National Geodetic Survey in June 1991..
 BD1620
 BD1620.The geoid height was determined by GEOID03.
 BD1620
 BD1620.The dynamic height is computed by dividing the NAVD 88
 BD1620.geopotential number by the normal gravity value computed on the
 BD1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1620.degrees latitude (g = 980.6199 gals.).
 BD1620
 BD1620.The modeled gravity was interpolated from observed gravity values.
 BD1620
 BD1620;                    North         East    Units  Estimated Accuracy
 BD1620;SPC GA E     -    91,730.      127,370.      MT  (+/- 180 meters Scaled)
 BD1620
 BD1620                          SUPERSEDED SURVEY CONTROL
 BD1620
 BD1620  NGVD 29 (??/??/92)   50.226  (m)          164.78   (f) ADJ UNCH    1 2
 BD1620
 BD1620.Superseded values are not recommended for survey control.
 BD1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1620.See file dsdata.txt to determine how the superseded data were derived.
 BD1620
 BD1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ157118(NAD 83)
 BD1620_MARKER: DB = BENCH MARK DISK
 BD1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1620_STAMPING: B 155 1957
 BD1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1620+STABILITY: SURFACE MOTION
 BD1620
 BD1620  HISTORY     - Date     Condition        Report By
 BD1620  HISTORY     - 1957     MONUMENTED       CGS
 BD1620
 BD1620                          STATION DESCRIPTION
 BD1620
 BD1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1620'1.1 MI W FROM HAYLOW.
 BD1620'ABOUT 1.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 BD1620'OF THE ATLANTIC COAST LINE RAILROAD AT HAYLOW, ABOUT 0.4 MILE
 BD1620'WEST OF MILEPOST NO. 173, 61 FEET SOUTH OF THE SOUTH RAIL OF
 BD1620'THE MAIN TRACK, 160 FEET WEST-SOUTHWEST OF THE WEST END OF THE
 BD1620'SOUTH CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT UNDER THE
 BD1620'TRACK, 80 FEET EAST-SOUTHEAST OF THE 11 TH TELEPHONE POLE WEST
 BD1620'OF MILEPOST NO. 173, 39 FEET NORTHEAST OF THE NORTHEAST CORNER
 BD1620'OF A BAR PIT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3 FEET
 BD1620'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BD1620'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1104 ***********************************************************************
 BS1104  DESIGNATION -  B 156
 BS1104  PID         -  BS1104
 BS1104  STATE/COUNTY-  GA/WORTH
 BS1104  USGS QUAD   -  ACREE (1988)
 BS1104
 BS1104                         *CURRENT SURVEY CONTROL
 BS1104  ___________________________________________________________________
 BS1104* NAD 83(1986)-  31 33 10.     (N)    083 58 48.     (W)     SCALED    
 BS1104* NAVD 88     -        73.513  (meters)     241.18   (feet)  ADJUSTED  
 BS1104  ___________________________________________________________________
 BS1104  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1104  DYNAMIC HT  -          73.424 (meters)     240.89  (feet)  COMP
 BS1104  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BS1104
 BS1104  VERT ORDER  -  FIRST     CLASS I
 BS1104
 BS1104.The horizontal coordinates were scaled from a topographic map and have
 BS1104.an estimated accuracy of +/- 6 seconds.
 BS1104
 BS1104.The orthometric height was determined by differential leveling
 BS1104.and adjusted by the National Geodetic Survey in June 1991..
 BS1104
 BS1104.The geoid height was determined by GEOID03.
 BS1104
 BS1104.The dynamic height is computed by dividing the NAVD 88
 BS1104.geopotential number by the normal gravity value computed on the
 BS1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1104.degrees latitude (g = 980.6199 gals.).
 BS1104
 BS1104.The modeled gravity was interpolated from observed gravity values.
 BS1104
 BS1104;                    North         East    Units  Estimated Accuracy
 BS1104;SPC GA W     -   172,150.      717,720.      MT  (+/- 180 meters Scaled)
 BS1104
 BS1104                          SUPERSEDED SURVEY CONTROL
 BS1104
 BS1104  NGVD 29 (??/??/92)   73.670  (m)          241.70   (f) ADJ UNCH    1 1
 BS1104
 BS1104.Superseded values are not recommended for survey control.
 BS1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1104.See file dsdata.txt to determine how the superseded data were derived.
 BS1104
 BS1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ171947(NAD 83)
 BS1104_MARKER: DB = BENCH MARK DISK
 BS1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1104_SP_SET: CULVERT
 BS1104_STAMPING: B 156 1957
 BS1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1104
 BS1104  HISTORY     - Date     Condition        Report By
 BS1104  HISTORY     - 1957     MONUMENTED       CGS
 BS1104  HISTORY     - 1974     GOOD             NGS
 BS1104
 BS1104                          STATION DESCRIPTION
 BS1104
 BS1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1104'1.2 MI FROM ACREE.
 BS1104'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 BS1104'OF A NORTH-SOUTH GRAVEL ROAD AT ACREE, 1.05 MILE EAST ALONG THE
 BS1104'ATLANTIC COAST LINE RAILROAD FROM THE STATION SIGN AT ACREE, 0.5
 BS1104'MILE WEST OF MILEPOST NO. P 688, ON TOP OF THE EAST END OF THE
 BS1104'NORTH CONCRETE HEADWALL OF A 40-FOOT CULVERT WITH PARTITIONS
 BS1104'UNDER U.S. HIGHWAY 82, 23 FEET NORTH OF THE CENTER LINE OF THE
 BS1104'HIGHWAY, 40 YARDS NORTH OF THE ATLANTIC COAST LINE RAILROAD, 0.3
 BS1104'MILE EAST OF THE WORTH-DOUGHERTY COUNTY LINE, 1 1/2 FEET BELOW THE
 BS1104'LEVEL OF THE HIGHWAY.
 BS1104
 BS1104                          STATION RECOVERY (1974)
 BS1104
 BS1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0724 ***********************************************************************
 BS0724  DESIGNATION -  B 157
 BS0724  PID         -  BS0724
 BS0724  STATE/COUNTY-  GA/TIFT
 BS0724  USGS QUAD   -  TIFTON WEST (1988)
 BS0724
 BS0724                         *CURRENT SURVEY CONTROL
 BS0724  ___________________________________________________________________
 BS0724* NAD 83(1986)-  31 27 43.     (N)    083 30 03.     (W)     SCALED    
 BS0724* NAVD 88     -       107.955  (meters)     354.18   (feet)  ADJUSTED  
 BS0724  ___________________________________________________________________
 BS0724  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BS0724  DYNAMIC HT  -         107.828 (meters)     353.77  (feet)  COMP
 BS0724  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 BS0724
 BS0724  VERT ORDER  -  FIRST     CLASS II
 BS0724
 BS0724.The horizontal coordinates were scaled from a topographic map and have
 BS0724.an estimated accuracy of +/- 6 seconds.
 BS0724
 BS0724.The orthometric height was determined by differential leveling
 BS0724.and adjusted by the National Geodetic Survey in June 1991..
 BS0724
 BS0724.The geoid height was determined by GEOID03.
 BS0724
 BS0724.The dynamic height is computed by dividing the NAVD 88
 BS0724.geopotential number by the normal gravity value computed on the
 BS0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0724.degrees latitude (g = 980.6199 gals.).
 BS0724
 BS0724.The modeled gravity was interpolated from observed gravity values.
 BS0724
 BS0724;                    North         East    Units  Estimated Accuracy
 BS0724;SPC GA W     -   162,250.      763,280.      MT  (+/- 180 meters Scaled)
 BS0724
 BS0724                          SUPERSEDED SURVEY CONTROL
 BS0724
 BS0724  NGVD 29 (??/??/92)  108.148  (m)          354.82   (f) ADJ UNCH    1 2
 BS0724
 BS0724.Superseded values are not recommended for survey control.
 BS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0724.See file dsdata.txt to determine how the superseded data were derived.
 BS0724
 BS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ623835(NAD 83)
 BS0724_MARKER: DB = BENCH MARK DISK
 BS0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0724_STAMPING: B 157 1957
 BS0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0724+STABILITY: SURFACE MOTION
 BS0724
 BS0724  HISTORY     - Date     Condition        Report By
 BS0724  HISTORY     - 1957     MONUMENTED       CGS
 BS0724  HISTORY     - 1975     GOOD             USE
 BS0724  HISTORY     - 1979     GOOD             NGS
 BS0724
 BS0724                          STATION DESCRIPTION
 BS0724
 BS0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0724'AT TIFTON.
 BS0724'AT TIFTON, AT THE INSIDE OF THE ROUNDED CORNER AND AT THE
 BS0724'NORTHEAST CORNER OF FULWOOD PARK, 166 FEET NORTHWEST OF THE
 BS0724'CENTER OF JUNCTION OF SOUTHEAST LEG OF PRINCE AVE AND EAST 12TH
 BS0724'STREET, 134 FEET SOUTH-SOUTHEAST AND ACROSS EAST 12TH STREET
 BS0724'FROM A FIRE HYDRANT, 15 FEET SOUTHEAST OF A WATER SPIGOT, 1/2
 BS0724'FEET ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF A
 BS0724'CONCRETE POST FLUSH WITH THE GROUND.
 BS0724
 BS0724                          STATION RECOVERY (1975)
 BS0724
 BS0724'RECOVERY NOTE BY US ENGINEERS 1975
 BS0724'RECOVERED IN GOOD CONDITION.
 BS0724
 BS0724                          STATION RECOVERY (1979)
 BS0724
 BS0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0510 ***********************************************************************
 BT0510  DESIGNATION -  B 158
 BT0510  PID         -  BT0510
 BT0510  STATE/COUNTY-  GA/WEBSTER
 BT0510  USGS QUAD   -  PARROTT (1972)
 BT0510
 BT0510                         *CURRENT SURVEY CONTROL
 BT0510  ___________________________________________________________________
 BT0510* NAD 83(1986)-  31 57 59.     (N)    084 36 06.     (W)     SCALED    
 BT0510* NAVD 88     -       150.022  (meters)     492.20   (feet)  ADJUSTED  
 BT0510  ___________________________________________________________________
 BT0510  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT0510  DYNAMIC HT  -         149.845 (meters)     491.62  (feet)  COMP
 BT0510  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 BT0510
 BT0510  VERT ORDER  -  FIRST     CLASS I
 BT0510
 BT0510.The horizontal coordinates were scaled from a topographic map and have
 BT0510.an estimated accuracy of +/- 6 seconds.
 BT0510
 BT0510.The orthometric height was determined by differential leveling
 BT0510.and adjusted by the National Geodetic Survey in June 1991..
 BT0510
 BT0510.The geoid height was determined by GEOID03.
 BT0510
 BT0510.The dynamic height is computed by dividing the NAVD 88
 BT0510.geopotential number by the normal gravity value computed on the
 BT0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0510.degrees latitude (g = 980.6199 gals.).
 BT0510
 BT0510.The modeled gravity was interpolated from observed gravity values.
 BT0510
 BT0510;                    North         East    Units  Estimated Accuracy
 BT0510;SPC GA W     -   218,070.      658,880.      MT  (+/- 180 meters Scaled)
 BT0510
 BT0510                          SUPERSEDED SURVEY CONTROL
 BT0510
 BT0510  NGVD 29 (??/??/92)  150.082  (m)          492.39   (f) ADJ UNCH    1 1
 BT0510
 BT0510.Superseded values are not recommended for survey control.
 BT0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0510.See file dsdata.txt to determine how the superseded data were derived.
 BT0510
 BT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA266392(NAD 83)
 BT0510_MARKER: DB = BENCH MARK DISK
 BT0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0510_STAMPING: B 158 1957
 BT0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0510+STABILITY: SURFACE MOTION
 BT0510
 BT0510  HISTORY     - Date     Condition        Report By
 BT0510  HISTORY     - 1957     MONUMENTED       CGS
 BT0510  HISTORY     - 1974     GOOD             NGS
 BT0510
 BT0510                          STATION DESCRIPTION
 BT0510
 BT0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BT0510'1.1 MI SE FROM WESTON.
 BT0510'ABOUT 1.1 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BT0510'THE CROSSING OF STATE HIGHWAY 41 AT WESTON, 148 FEET SOUTHWEST AND
 BT0510'ACROSS STATE HIGHWAY 55 FROM THE SOUTHWEST RAIL, 51 FEET SOUTHWEST
 BT0510'OF THE CENTER LINE OF STATE HIGHWAY 55, 0.35 MILE SOUTHEAST OF
 BT0510'MILEPOST NO. 49, 44 FEET WEST-SOUTHWEST OF THE NORTHWEST END OF
 BT0510'SOUTHWEST CONCRETE HEADWALL OF A 15-INCH CONCRETE PIPE CULVERT
 BT0510'UNDER THE HIGHWAY, 16 1/2 FEET SOUTHEAST OF TELEPHONE POLE NO. 14,
 BT0510'88 YARDS NORTHWEST OF THE CENTER LINE OF A LANE LEADING WEST TO A
 BT0510'FARM HOUSE, 1 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE, 2 FEET
 BT0510'NORTHWEST OF A CONCRETE WHITE WITNESS POST, 2 FEET BELOW THE LEVEL
 BT0510'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BT0510'INCHES ABOVE THE GROUND.
 BT0510
 BT0510                          STATION RECOVERY (1974)
 BT0510
 BT0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0199 ***********************************************************************
 BT0199  DESIGNATION -  B 159
 BT0199  PID         -  BT0199
 BT0199  STATE/COUNTY-  GA/TERRELL
 BT0199  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT0199
 BT0199                         *CURRENT SURVEY CONTROL
 BT0199  ___________________________________________________________________
 BT0199* NAD 83(1986)-  31 44 45.     (N)    084 25 14.     (W)     SCALED    
 BT0199* NAVD 88     -        99.417  (meters)     326.17   (feet)  ADJUSTED  
 BT0199  ___________________________________________________________________
 BT0199  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT0199  DYNAMIC HT  -          99.299 (meters)     325.78  (feet)  COMP
 BT0199  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BT0199
 BT0199  VERT ORDER  -  FIRST     CLASS II
 BT0199
 BT0199.This mark is at Dawson Municipal Airport (16J)
 BT0199
 BT0199.The horizontal coordinates were scaled from a topographic map and have
 BT0199.an estimated accuracy of +/- 6 seconds.
 BT0199
 BT0199.The orthometric height was determined by differential leveling
 BT0199.and adjusted by the National Geodetic Survey in June 1991..
 BT0199
 BT0199.The geoid height was determined by GEOID03.
 BT0199
 BT0199.The dynamic height is computed by dividing the NAVD 88
 BT0199.geopotential number by the normal gravity value computed on the
 BT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0199.degrees latitude (g = 980.6199 gals.).
 BT0199
 BT0199.The modeled gravity was interpolated from observed gravity values.
 BT0199
 BT0199;                    North         East    Units  Estimated Accuracy
 BT0199;SPC GA W     -   193,570.      675,950.      MT  (+/- 180 meters Scaled)
 BT0199
 BT0199                          SUPERSEDED SURVEY CONTROL
 BT0199
 BT0199  NGVD 29 (??/??/92)   99.521  (m)          326.51   (f) ADJ UNCH    1 2
 BT0199
 BT0199.Superseded values are not recommended for survey control.
 BT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0199.See file dsdata.txt to determine how the superseded data were derived.
 BT0199
 BT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA443151(NAD 83)
 BT0199_MARKER: DB = BENCH MARK DISK
 BT0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0199_STAMPING: B 159 1957
 BT0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0199+STABILITY: SURFACE MOTION
 BT0199
 BT0199  HISTORY     - Date     Condition        Report By
 BT0199  HISTORY     - 1957     MONUMENTED       CGS
 BT0199  HISTORY     - 1974     MARK NOT FOUND   NGS
 BT0199
 BT0199                          STATION DESCRIPTION
 BT0199
 BT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BT0199'2.8 MI SE FROM DAWSON.
 BT0199'ABOUT 2.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 FROM THE CITY HALL
 BT0199'AND FIRE STATION AT DAWSON, AT THE TERRELL COUNTY AIRPORT, 330 YARDS
 BT0199'SOUTH OF THE NORTH END OF THE NORTH-SOUTH RUNWAY, 67 FEET EAST OF
 BT0199'THE CENTER LINE OF THE RUNWAY, 51 FEET SOUTH OF A BRACE POLE IN A
 BT0199'FENCE LINE, 12 FEET SOUTHEAST OF A RUNWAY MARKER, 120 YARDS SOUTH
 BT0199'OF A FENCE CORNER, 1 FOOT WEST OF A WIRE FENCE, ABOUT LEVEL WITH
 BT0199'THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BT0199'INCHES ABOVE THE GROUND.
 BT0199
 BT0199                          STATION RECOVERY (1974)
 BT0199
 BT0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1533 ***********************************************************************
 BD1533  DESIGNATION -  B 161 RESET
 BD1533  PID         -  BD1533
 BD1533  STATE/COUNTY-  GA/LOWNDES
 BD1533  USGS QUAD   -  VALDOSTA (1988)
 BD1533
 BD1533                         *CURRENT SURVEY CONTROL
 BD1533  ___________________________________________________________________
 BD1533* NAD 83(1986)-  30 49 50.     (N)    083 18 36.     (W)     SCALED    
 BD1533* NAVD 88     -        57.768  (meters)     189.53   (feet)  ADJUSTED  
 BD1533  ___________________________________________________________________
 BD1533  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BD1533  DYNAMIC HT  -          57.694 (meters)     189.28  (feet)  COMP
 BD1533  MODELED GRAV-     979,367.7   (mgal)                       NAVD 88
 BD1533
 BD1533  VERT ORDER  -  FIRST     CLASS I
 BD1533
 BD1533.The horizontal coordinates were scaled from a topographic map and have
 BD1533.an estimated accuracy of +/- 6 seconds.
 BD1533
 BD1533.The orthometric height was determined by differential leveling
 BD1533.and adjusted by the National Geodetic Survey in June 1991..
 BD1533
 BD1533.The geoid height was determined by GEOID03.
 BD1533
 BD1533.The dynamic height is computed by dividing the NAVD 88
 BD1533.geopotential number by the normal gravity value computed on the
 BD1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1533.degrees latitude (g = 980.6199 gals.).
 BD1533
 BD1533.The modeled gravity was interpolated from observed gravity values.
 BD1533
 BD1533;                    North         East    Units  Estimated Accuracy
 BD1533;SPC GA W     -    92,380.      781,950.      MT  (+/- 180 meters Scaled)
 BD1533
 BD1533                          SUPERSEDED SURVEY CONTROL
 BD1533
 BD1533  NGVD 29 (??/??/??)   57.96   (m)          190.2    (f) RESET       3  
 BD1533
 BD1533.Superseded values are not recommended for survey control.
 BD1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1533.See file dsdata.txt to determine how the superseded data were derived.
 BD1533
 BD1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ790131(NAD 83)
 BD1533_MARKER: DB = BENCH MARK DISK
 BD1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1533_STAMPING: B 161 RESET 1961
 BD1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1533+STABILITY: SURFACE MOTION
 BD1533
 BD1533  HISTORY     - Date     Condition        Report By
 BD1533  HISTORY     - 1961     MONUMENTED       CGS
 BD1533  HISTORY     - 1975     GOOD             NGS
 BD1533  HISTORY     - 19920918 MARK NOT FOUND   NGS
 BD1533
 BD1533                          STATION DESCRIPTION
 BD1533
 BD1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BD1533'1.9 MI W FROM VALDOSTA.
 BD1533'ABOUT 0.2 MILE WEST-SOUTHWESTERLY ALONG WEST CENTRAL AVENUE
 BD1533'FROM THE SW CORNER OF THE SW CORNER OF THE COURTHOUSE SQUARE
 BD1533'IN VALDOSTA, JOG ABOUT 50 YARDS NORTHERLY ALONG W SIDE OF
 BD1533'SCHOOL BUILT IN 1905, THENCE W FOR 1.7 MILES ALONG RIVER STREET
 BD1533'AND RIVER STREET ROAD TO JUNCTION WITH STANLEY STREET AND NO.
 BD1533'94 GEORGIA HIGHWAY AND MARK ON LEFT, AN ESTIMATED 50 YARDS SSE
 BD1533'OF NW END OF LONG SHARP CURVE IN THE SAID RIVER STREET ROAD,
 BD1533'75-1/2 FEET SW OF CENTER LINE OF SAID ROAD, 50 FEET WSW OF CENTER
 BD1533'LINE OF PROPOSED 44-FOOT PAVEMENT OF STANLEY STREET AND NO. 94
 BD1533'HWY., 44 FEET S OF PROJECTED CENTER LINE OF HYDE PARK STREET FROM
 BD1533'THE E, 2.1 FEET S OF STEEL WITNESS POST, AND PROJECTING 0.2 FOOT
 BD1533'ABOVE GROUND.
 BD1533
 BD1533                          STATION RECOVERY (1975)
 BD1533
 BD1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BD1533'RECOVERED IN GOOD CONDITION.
 BD1533
 BD1533                          STATION RECOVERY (1992)
 BD1533
 BD1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 BD1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1738 ***********************************************************************
 BD1738  DESIGNATION -  B 162
 BD1738  PID         -  BD1738
 BD1738  STATE/COUNTY-  GA/BROOKS
 BD1738  USGS QUAD   -  PEBBLE HILL (1987)
 BD1738
 BD1738                         *CURRENT SURVEY CONTROL
 BD1738  ___________________________________________________________________
 BD1738* NAD 83(1986)-  30 58 37.     (N)    083 31 57.     (W)     SCALED    
 BD1738* NAVD 88     -        74.201  (meters)     243.44   (feet)  ADJUSTED  
 BD1738  ___________________________________________________________________
 BD1738  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BD1738  DYNAMIC HT  -          74.108 (meters)     243.14  (feet)  COMP
 BD1738  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BD1738
 BD1738  VERT ORDER  -  FIRST     CLASS I
 BD1738
 BD1738.The horizontal coordinates were scaled from a topographic map and have
 BD1738.an estimated accuracy of +/- 6 seconds.
 BD1738
 BD1738.The orthometric height was determined by differential leveling
 BD1738.and adjusted by the National Geodetic Survey in June 1991..
 BD1738
 BD1738.The geoid height was determined by GEOID03.
 BD1738
 BD1738.The dynamic height is computed by dividing the NAVD 88
 BD1738.geopotential number by the normal gravity value computed on the
 BD1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1738.degrees latitude (g = 980.6199 gals.).
 BD1738
 BD1738.The modeled gravity was interpolated from observed gravity values.
 BD1738
 BD1738;                    North         East    Units  Estimated Accuracy
 BD1738;SPC GA W     -   108,470.      760,580.      MT  (+/- 180 meters Scaled)
 BD1738
 BD1738                          SUPERSEDED SURVEY CONTROL
 BD1738
 BD1738  NGVD 29 (??/??/92)   74.391  (m)          244.06   (f) ADJ UNCH    1 1
 BD1738
 BD1738.Superseded values are not recommended for survey control.
 BD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1738.See file dsdata.txt to determine how the superseded data were derived.
 BD1738
 BD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ581297(NAD 83)
 BD1738_MARKER: DB = BENCH MARK DISK
 BD1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1738_STAMPING: B 162 1957
 BD1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1738+STABILITY: SURFACE MOTION
 BD1738
 BD1738  HISTORY     - Date     Condition        Report By
 BD1738  HISTORY     - 1957     MONUMENTED       CGS
 BD1738  HISTORY     - 1975     GOOD             NGS
 BD1738
 BD1738                          STATION DESCRIPTION
 BD1738
 BD1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1738'3 MI NW FROM MORVEN.
 BD1738'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 BD1738'OF STATE HIGHWAY 76 AT MORVEN, NEAR THE ENTRANCE TO A CULTIVATED
 BD1738'FIELD, 64 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 256 FEET
 BD1738'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTH CORNER OF A
 BD1738'HOUSE, 27 1/2 FEET NORTHEAST OF THE SOUTHEAST END OF A 18-INCH
 BD1738'METAL PIPE CULVERT UNDER A DRIVEWAY INTO FIELD, 1 FOOT
 BD1738'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 2 FEET ABOVE
 BD1738'THE LEVEL OF HIGHWAY AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 BD1738'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1761 ***********************************************************************
 BD1761  DESIGNATION -  B 163
 BD1761  PID         -  BD1761
 BD1761  STATE/COUNTY-  GA/BROOKS
 BD1761  USGS QUAD   -  QUITMAN (1987)
 BD1761
 BD1761                         *CURRENT SURVEY CONTROL
 BD1761  ___________________________________________________________________
 BD1761* NAD 83(1986)-  30 46 07.     (N)    083 33 23.     (W)     SCALED    
 BD1761* NAVD 88     -        56.337  (meters)     184.83   (feet)  ADJUSTED  
 BD1761  ___________________________________________________________________
 BD1761  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BD1761  DYNAMIC HT  -          56.264 (meters)     184.59  (feet)  COMP
 BD1761  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BD1761
 BD1761  VERT ORDER  -  FIRST     CLASS II
 BD1761
 BD1761.The horizontal coordinates were scaled from a topographic map and have
 BD1761.an estimated accuracy of +/- 6 seconds.
 BD1761
 BD1761.The orthometric height was determined by differential leveling
 BD1761.and adjusted by the National Geodetic Survey in June 1991..
 BD1761
 BD1761.The geoid height was determined by GEOID03.
 BD1761
 BD1761.The dynamic height is computed by dividing the NAVD 88
 BD1761.geopotential number by the normal gravity value computed on the
 BD1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1761.degrees latitude (g = 980.6199 gals.).
 BD1761
 BD1761.The modeled gravity was interpolated from observed gravity values.
 BD1761
 BD1761;                    North         East    Units  Estimated Accuracy
 BD1761;SPC GA W     -    85,360.      758,420.      MT  (+/- 180 meters Scaled)
 BD1761
 BD1761                          SUPERSEDED SURVEY CONTROL
 BD1761
 BD1761  NGVD 29 (??/??/92)   56.547  (m)          185.52   (f) ADJ UNCH    1 2
 BD1761
 BD1761.Superseded values are not recommended for survey control.
 BD1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1761.See file dsdata.txt to determine how the superseded data were derived.
 BD1761
 BD1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ553067(NAD 83)
 BD1761_MARKER: DB = BENCH MARK DISK
 BD1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1761_STAMPING: B 163 1957
 BD1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1761+STABILITY: SURFACE MOTION
 BD1761
 BD1761  HISTORY     - Date     Condition        Report By
 BD1761  HISTORY     - 1957     MONUMENTED       CGS
 BD1761
 BD1761                          STATION DESCRIPTION
 BD1761
 BD1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1761'1.4 MI S FROM QUITMAN.
 BD1761'ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 BD1761'AT QUITMAN, ABOUT 324 YARDS SOUTH OF MILE POST 29, AT A NARROW
 BD1761'GRADED ROAD CROSSING, 69 FEET EAST OF EAST RAIL, 51 FEET SOUTH
 BD1761'OF CENTER LINE OF ROAD, 86 FEET SOUTHEAST OF CENTER OF CROSSING,
 BD1761'36 FEET SOUTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE LINE, 2
 BD1761'FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 BD1761'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1068 ***********************************************************************
 BS1068  DESIGNATION -  B 164
 BS1068  PID         -  BS1068
 BS1068  STATE/COUNTY-  GA/COLQUITT
 BS1068  USGS QUAD   -  SIGSBEE (1983)
 BS1068
 BS1068                         *CURRENT SURVEY CONTROL
 BS1068  ___________________________________________________________________
 BS1068* NAD 83(1986)-  31 16 29.     (N)    083 52 27.     (W)     SCALED    
 BS1068* NAVD 88     -       103.959  (meters)     341.07   (feet)  ADJUSTED  
 BS1068  ___________________________________________________________________
 BS1068  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BS1068  DYNAMIC HT  -         103.830 (meters)     340.65  (feet)  COMP
 BS1068  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 BS1068  OBS GRAVITY -     979,401.3   (mgal)                       GRAV_OBS
 BS1068
 BS1068  VERT ORDER  -  FIRST     CLASS I
 BS1068
 BS1068.The horizontal coordinates were scaled from a topographic map and have
 BS1068.an estimated accuracy of +/- 6 seconds.
 BS1068
 BS1068.The orthometric height was determined by differential leveling
 BS1068.and adjusted by the National Geodetic Survey in June 1991..
 BS1068
 BS1068.The geoid height was determined by GEOID03.
 BS1068
 BS1068.The dynamic height is computed by dividing the NAVD 88
 BS1068.geopotential number by the normal gravity value computed on the
 BS1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1068.degrees latitude (g = 980.6199 gals.).
 BS1068
 BS1068.The modeled gravity was interpolated from observed gravity values.
 BS1068.The observed gravity was obtained from relative gravimeter ties
 BS1068.to the IGSN71 gravity network.
 BS1068
 BS1068;                    North         East    Units  Estimated Accuracy
 BS1068;SPC GA W     -   141,340.      727,850.      MT  (+/- 180 meters Scaled)
 BS1068
 BS1068                          SUPERSEDED SURVEY CONTROL
 BS1068
 BS1068  NGVD 29 (??/??/92)  104.119  (m)          341.60   (f) ADJ UNCH    1 1
 BS1068
 BS1068.Superseded values are not recommended for survey control.
 BS1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1068.See file dsdata.txt to determine how the superseded data were derived.
 BS1068
 BS1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ263636(NAD 83)
 BS1068_MARKER: DB = BENCH MARK DISK
 BS1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1068_STAMPING: B 164 1957
 BS1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1068+STABILITY: SURFACE MOTION
 BS1068
 BS1068  HISTORY     - Date     Condition        Report By
 BS1068  HISTORY     - 1957     MONUMENTED       CGS
 BS1068  HISTORY     - 1975     GOOD             NGS
 BS1068
 BS1068                          STATION DESCRIPTION
 BS1068
 BS1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1068'3.9 MI SE FROM DOERUN.
 BS1068'ABOUT 3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE
 BS1068'CROSSING OF THE GEORGIA NORTHERN RAILROAD AT DOERUN, 0.1 MILE
 BS1068'NORTHWEST OF THE NORTHEAST END OF A 24-INCH PIPE CULVERT WITH
 BS1068'A HEADWALL, 47 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 BS1068'HIGHWAY, 175 YARDS EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY
 BS1068'FROM MILE POST NUMBER 38, 1 FOOT SOUTHWEST OF WIRE FENCE LINE,
 BS1068'20 FEET NORTHWEST OF THE CENTER OF A PASTURE GATE, 4.2 FEET
 BS1068'NORTH OF POWER LINE POLE NUMBER 175, 120 YARDS SOUTHEAST OF THE
 BS1068'NORTHEAST END OF A 24-INCH PIPE CULVERT WITH HEADWALL, ABOUT
 BS1068'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BS1068'CONCRETE POST PROJECTING 3 INCHES.
 BS1068
 BS1068                          STATION RECOVERY (1975)
 BS1068
 BS1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS1068'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE CROSSING OF THE
 BS1068'SOUTHERN RAILROAD AT DOERUN, 0.1 MILE NORTHWEST OF THE NORTHEAST END
 BS1068'OF A 24-INCH CONCRETE PIPE CULVERT WITH A CONCRETE HEADWALL, 46 1/2
 BS1068'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 175 YARDS EAST-SOUTHEAST
 BS1068'OF AND ACROSS THE HIGHWAY FROM MILE POST 38, 1 FOOT SOUTHWEST OF A
 BS1068'WIRE FENCE, 20 FEET NORTHWEST OF THE CENTER OF A GATE, 4 FEET NORTH OF
 BS1068'A POWER POLE, 120 YARDS SOUTHEAST OF THE NORTHEAST END OF A 24-INCH
 BS1068'CONCRETE PIPE CULVERT, 1 FOOT NORTHWEST OF A METAL WITNESS POST WITH
 BS1068'SIGN, ABOUT 2 FEET BELOW THE LEVEL OF HIGHWAY AND SET IN TOP OF A
 BS1068'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1611 ***********************************************************************
 BE1611  DESIGNATION -  B 165
 BE1611  PID         -  BE1611
 BE1611  STATE/COUNTY-  GA/SEMINOLE
 BE1611  USGS QUAD   -  DESSER (1993)
 BE1611
 BE1611                         *CURRENT SURVEY CONTROL
 BE1611  ___________________________________________________________________
 BE1611* NAD 83(1986)-  30 54 16.     (N)    084 47 58.     (W)     SCALED    
 BE1611* NAVD 88     -        35.315  (meters)     115.86   (feet)  ADJUSTED  
 BE1611  ___________________________________________________________________
 BE1611  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BE1611  DYNAMIC HT  -          35.270 (meters)     115.72  (feet)  COMP
 BE1611  MODELED GRAV-     979,377.7   (mgal)                       NAVD 88
 BE1611
 BE1611  VERT ORDER  -  SECOND    CLASS 0
 BE1611
 BE1611.The horizontal coordinates were scaled from a topographic map and have
 BE1611.an estimated accuracy of +/- 6 seconds.
 BE1611
 BE1611.The orthometric height was determined by differential leveling
 BE1611.and adjusted by the National Geodetic Survey in June 1991..
 BE1611
 BE1611.The geoid height was determined by GEOID03.
 BE1611
 BE1611.The dynamic height is computed by dividing the NAVD 88
 BE1611.geopotential number by the normal gravity value computed on the
 BE1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1611.degrees latitude (g = 980.6199 gals.).
 BE1611
 BE1611.The modeled gravity was interpolated from observed gravity values.
 BE1611
 BE1611;                    North         East    Units  Estimated Accuracy
 BE1611;SPC GA W     -   100,430.      639,510.      MT  (+/- 180 meters Scaled)
 BE1611
 BE1611                          SUPERSEDED SURVEY CONTROL
 BE1611
 BE1611  NGVD 29 (??/??/92)   35.444  (m)          116.29   (f) ADJ UNCH    2 0
 BE1611
 BE1611.Superseded values are not recommended for survey control.
 BE1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1611.See file dsdata.txt to determine how the superseded data were derived.
 BE1611
 BE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV103210(NAD 83)
 BE1611_MARKER: DB = BENCH MARK DISK
 BE1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1611_STAMPING: B 165 1958
 BE1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1611+STABILITY: SURFACE MOTION
 BE1611
 BE1611  HISTORY     - Date     Condition        Report By
 BE1611  HISTORY     - 1958     MONUMENTED       CGS
 BE1611
 BE1611                          STATION DESCRIPTION
 BE1611
 BE1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BE1611'7.8 MI S FROM IRON CITY.
 BE1611'ABOUT 7.75 MILES SOUTH ALONG A BLACKTOP ROAD (PARTLY UNDER
 BE1611'CONSTRUCTION IN 1958) FROM THE ATLANTIC COAST LINE RAILROAD
 BE1611'STATION AT IRON CITY, 50 FEET EAST OF THE CENTER OF BLACK
 BE1611'TOP ROAD AND AT THE OUTSIDE OF A CURVE, 130 1/2 FEET SOUTH OF
 BE1611'THE CENTER LINE OF TRAIL ROAD EAST, ABOUT 100 YARDS SOUTH
 BE1611'OF NORTH END OF CURVE, 193 YARDS NORTH OF AN 18-INCH PIPE
 BE1611'CULVERT UNDER THE BLACK TOP ROAD, 0.45 MILE NORTH OF A
 BE1611'CROSSING OF A HIGH POWER LINE, 1 1/2 FEET SOUTH OF A CONCRETE
 BE1611'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 BE1611'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0053 ***********************************************************************
 BT0053  DESIGNATION -  B 166
 BT0053  PID         -  BT0053
 BT0053  STATE/COUNTY-  GA/BAKER
 BT0053  USGS QUAD   -  HOPEFUL (1983)
 BT0053
 BT0053                         *CURRENT SURVEY CONTROL
 BT0053  ___________________________________________________________________
 BT0053* NAD 83(1986)-  31 12 59.     (N)    084 27 04.     (W)     SCALED    
 BT0053* NAVD 88     -        48.238  (meters)     158.26   (feet)  ADJUSTED  
 BT0053  ___________________________________________________________________
 BT0053  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT0053  DYNAMIC HT  -          48.179 (meters)     158.07  (feet)  COMP
 BT0053  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 BT0053
 BT0053  VERT ORDER  -  FIRST     CLASS II
 BT0053
 BT0053.The horizontal coordinates were scaled from a topographic map and have
 BT0053.an estimated accuracy of +/- 6 seconds.
 BT0053
 BT0053.The orthometric height was determined by differential leveling
 BT0053.and adjusted by the National Geodetic Survey in June 1991..
 BT0053
 BT0053.The geoid height was determined by GEOID03.
 BT0053
 BT0053.The dynamic height is computed by dividing the NAVD 88
 BT0053.geopotential number by the normal gravity value computed on the
 BT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0053.degrees latitude (g = 980.6199 gals.).
 BT0053
 BT0053.The modeled gravity was interpolated from observed gravity values.
 BT0053
 BT0053;                    North         East    Units  Estimated Accuracy
 BT0053;SPC GA W     -   134,870.      672,900.      MT  (+/- 180 meters Scaled)
 BT0053
 BT0053                          SUPERSEDED SURVEY CONTROL
 BT0053
 BT0053  NGVD 29 (??/??/92)   48.336  (m)          158.58   (f) ADJ UNCH    1 2
 BT0053
 BT0053.Superseded values are not recommended for survey control.
 BT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0053.See file dsdata.txt to determine how the superseded data were derived.
 BT0053
 BT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV428563(NAD 83)
 BT0053_MARKER: DB = BENCH MARK DISK
 BT0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0053_STAMPING: B 166 1958
 BT0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0053+STABILITY: SURFACE MOTION
 BT0053
 BT0053  HISTORY     - Date     Condition        Report By
 BT0053  HISTORY     - 1958     MONUMENTED       CGS
 BT0053
 BT0053                          STATION DESCRIPTION
 BT0053
 BT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0053'9.1 MI SW FROM NEWTON.
 BT0053'ABOUT 9.1 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM ITS
 BT0053'JUNCTION WITH STATE HIGHWAY 37 AT NEWTON, 0.85 MILES SOUTHWEST
 BT0053'OF THE PILGRIM HOME CHURCH AND CEMETERY, 137 YARDS SOUTH-SOUTHWEST
 BT0053'OF A FENCE CORNER AND A TRAIL LEADING SOUTHEAST, AT THE
 BT0053'NORTH-NORTHEAST END OF A CURVE WITH TANGENTS NORTH-NORTHEAST AND WEST,
 BT0053'50 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2
 BT0053'FEET WEST-NORTHWEST OF A WIRE FENCE, 3 1/2 FEET NORTHEAST OF
 BT0053'POWER LINE POLE M 142 (WITH A BRANCH LINE WEST-NORTHWEST AND
 BT0053'ACROSS HIGHWAY) 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST,
 BT0053'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 BT0053'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0321 ***********************************************************************
 BT0321  DESIGNATION -  B 167
 BT0321  PID         -  BT0321
 BT0321  STATE/COUNTY-  GA/MILLER
 BT0321  USGS QUAD   -  BOYKIN (1974)
 BT0321
 BT0321                         *CURRENT SURVEY CONTROL
 BT0321  ___________________________________________________________________
 BT0321* NAD 83(1986)-  31 07 30.     (N)    084 41 52.     (W)     SCALED    
 BT0321* NAVD 88     -        39.665  (meters)     130.13   (feet)  ADJUSTED  
 BT0321  ___________________________________________________________________
 BT0321  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BT0321  DYNAMIC HT  -          39.616 (meters)     129.97  (feet)  COMP
 BT0321  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 BT0321
 BT0321  VERT ORDER  -  FIRST     CLASS I
 BT0321
 BT0321.The horizontal coordinates were scaled from a topographic map and have
 BT0321.an estimated accuracy of +/- 6 seconds.
 BT0321
 BT0321.The orthometric height was determined by differential leveling
 BT0321.and adjusted by the National Geodetic Survey in June 1991..
 BT0321
 BT0321.The geoid height was determined by GEOID03.
 BT0321
 BT0321.The dynamic height is computed by dividing the NAVD 88
 BT0321.geopotential number by the normal gravity value computed on the
 BT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0321.degrees latitude (g = 980.6199 gals.).
 BT0321
 BT0321.The modeled gravity was interpolated from observed gravity values.
 BT0321
 BT0321;                    North         East    Units  Estimated Accuracy
 BT0321;SPC GA W     -   124,830.      649,350.      MT  (+/- 180 meters Scaled)
 BT0321
 BT0321                          SUPERSEDED SURVEY CONTROL
 BT0321
 BT0321  NGVD 29 (??/??/92)   39.762  (m)          130.45   (f) ADJ UNCH    1 1
 BT0321
 BT0321.Superseded values are not recommended for survey control.
 BT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0321.See file dsdata.txt to determine how the superseded data were derived.
 BT0321
 BT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV195457(NAD 83)
 BT0321_MARKER: DB = BENCH MARK DISK
 BT0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BT0321_SP_SET: CULVERT HEADWALL
 BT0321_STAMPING: B 167 1958
 BT0321_MARK LOGO: CGS   
 BT0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0321+STABILITY: SURFACE MOTION
 BT0321
 BT0321  HISTORY     - Date     Condition        Report By
 BT0321  HISTORY     - 1958     MONUMENTED       CGS
 BT0321  HISTORY     - 1973     GOOD             NGS
 BT0321  HISTORY     - 19950912 GOOD             NGS
 BT0321
 BT0321                          STATION DESCRIPTION
 BT0321
 BT0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0321'3.7 MI SE FROM COLQUITT.
 BT0321'ABOUT 3.7 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0321'FROM THE STATION AT COLQUITT, ABOUT 60 YARDS SOUTHWEST AND ACROSS
 BT0321'THE TRACK AND U.S. HIGHWAY 27 FROM MILE POST 107, ABOUT 55 YARDS
 BT0321'SOUTHWEST OF THE TRACK AND A TRESTLE, SET IN THE TOP OF THE
 BT0321'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 30-FOOT CONCRETE
 BT0321'CULVERT WITH PARTITIONS UNDER THE HIGHWAY, 18 FEET SOUTHWEST OF
 BT0321'THE CENTER LINE OF HIGHWAY 27, ABOUT LEVEL WITH THE HIGHWAY.
 BT0321
 BT0321                          STATION RECOVERY (1973)
 BT0321
 BT0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0321'RECOVERED IN GOOD CONDITION.
 BT0321
 BT0321                          STATION RECOVERY (1995)
 BT0321
 BT0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0321'RECOVERED AS DESCRIBED AND USED TO ESTABLISH RESET IN THE AREA.  TO BE
 BT0321'DESTROYED IN SPRING OF 1996.  AS OF APRIL 18, THIS POINT WAS STILL IN
 BT0321'AND MAY REMAIN, 13 FT (4.0 M) NE TOWARD HWY FROM B 167 RESET 1995. THE
 BT0321'ORIGINAL 2 LANES OF THE HIGHWAY ARE NOW BEING USED AS THE SOUTHBOUND
 BT0321'LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE3708 ***********************************************************************
 AE3708  DESIGNATION -  B 167 RESET
 AE3708  PID         -  AE3708
 AE3708  STATE/COUNTY-  GA/MILLER
 AE3708  USGS QUAD   -  BOYKIN (1974)
 AE3708
 AE3708                         *CURRENT SURVEY CONTROL
 AE3708  ___________________________________________________________________
 AE3708* NAD 83(1986)-  31 07 30.     (N)    084 41 52.     (W)     SCALED    
 AE3708* NAVD 88     -        39.632  (meters)     130.03   (feet)  ADJUSTED  
 AE3708  ___________________________________________________________________
 AE3708  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AE3708  DYNAMIC HT  -          39.583 (meters)     129.87  (feet)  COMP
 AE3708  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 AE3708
 AE3708  VERT ORDER  -  SECOND    CLASS I
 AE3708
 AE3708.The horizontal coordinates were scaled from a topographic map and have
 AE3708.an estimated accuracy of +/- 6 seconds.
 AE3708
 AE3708.The orthometric height was determined by differential leveling
 AE3708.and adjusted by the National Geodetic Survey in April 1998..
 AE3708
 AE3708.The geoid height was determined by GEOID03.
 AE3708
 AE3708.The dynamic height is computed by dividing the NAVD 88
 AE3708.geopotential number by the normal gravity value computed on the
 AE3708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3708.degrees latitude (g = 980.6199 gals.).
 AE3708
 AE3708.The modeled gravity was interpolated from observed gravity values.
 AE3708
 AE3708;                    North         East    Units  Estimated Accuracy
 AE3708;SPC GA W     -   124,830.      649,350.      MT  (+/- 180 meters Scaled)
 AE3708
 AE3708                          SUPERSEDED SURVEY CONTROL
 AE3708
 AE3708.No superseded survey control is available for this station.
 AE3708
 AE3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV195457(NAD 83)
 AE3708_MARKER: DV = VERTICAL CONTROL DISK
 AE3708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE3708_SP_SET: CULVERT HEADWALL
 AE3708_STAMPING: B 167 RESET 1995
 AE3708_MARK LOGO: NGS   
 AE3708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3708+STABILITY: SURFACE MOTION
 AE3708
 AE3708  HISTORY     - Date     Condition        Report By
 AE3708  HISTORY     - 1995     MONUMENTED       NGS
 AE3708
 AE3708                          STATION DESCRIPTION
 AE3708
 AE3708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AE3708'MARK IS ON DOT R/W, 2.8 MILES (4.5 KM) SOUTH (SE) ALONG US 27 ALONG US
 AE3708'27 FROM THE SOUTH PART OF COLQUITT (JUNCTION OF BROOKS ST WHERE THERE
 AE3708'IS A JOHN DEERE DEALER) TO THE MARK ON THE RIGHT, 4.2 MILES (6.8 KM)
 AE3708'NW OF THE MILLER-DECATUR COUNTY LINE, OPPOSITE AND SW OF RAILROAD
 AE3708'MILEPOST 107 AND THE SE END OF A SHORT WOODEN RR TRESTLE, IN THE SE
 AE3708'END OF SW HEADWALL OF A 32 FT (9.8 M) THREE-CHANNEL BOX CULVERT UNDER
 AE3708'THE HWY, 32 FT (9.8 M) SW OF SOUTH-BOUND LANES, 13 FT (4.0 M) SW OF
 AE3708'BENCHMARK B 167 1958 WHICH MAY SURVIVE CONSTRUCTION, 1 FT (0.3 M) NW
 AE3708'OF SE END OF HEADWALL, 1 FT (0.3 M) BELOW HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0511 ***********************************************************************
 CM0511  DESIGNATION -  B 168
 CM0511  PID         -  CM0511
 CM0511  STATE/COUNTY-  GA/MERIWETHER
 CM0511  USGS QUAD   -  WARM SPRINGS (1985)
 CM0511
 CM0511                         *CURRENT SURVEY CONTROL
 CM0511  ___________________________________________________________________
 CM0511* NAD 83(1986)-  32 56 10.     (N)    084 41 56.     (W)     SCALED    
 CM0511* NAVD 88     -       272.027  (meters)     892.48   (feet)  ADJUSTED  
 CM0511  ___________________________________________________________________
 CM0511  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CM0511  DYNAMIC HT  -         271.712 (meters)     891.44  (feet)  COMP
 CM0511  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CM0511
 CM0511  VERT ORDER  -  FIRST     CLASS II
 CM0511
 CM0511.The horizontal coordinates were scaled from a topographic map and have
 CM0511.an estimated accuracy of +/- 6 seconds.
 CM0511
 CM0511.The orthometric height was determined by differential leveling
 CM0511.and adjusted by the National Geodetic Survey in June 1991..
 CM0511
 CM0511.The geoid height was determined by GEOID03.
 CM0511
 CM0511.The dynamic height is computed by dividing the NAVD 88
 CM0511.geopotential number by the normal gravity value computed on the
 CM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0511.degrees latitude (g = 980.6199 gals.).
 CM0511
 CM0511.The modeled gravity was interpolated from observed gravity values.
 CM0511
 CM0511;                    North         East    Units  Estimated Accuracy
 CM0511;SPC GA W     -   325,640.      650,230.      MT  (+/- 180 meters Scaled)
 CM0511
 CM0511                          SUPERSEDED SURVEY CONTROL
 CM0511
 CM0511  NGVD 29 (??/??/92)  272.014  (m)          892.43   (f) ADJ UNCH    1 2
 CM0511
 CM0511.Superseded values are not recommended for survey control.
 CM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0511.See file dsdata.txt to determine how the superseded data were derived.
 CM0511
 CM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB151465(NAD 83)
 CM0511_MARKER: DB = BENCH MARK DISK
 CM0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0511_SP_SET: BUILDING
 CM0511_STAMPING: B 168 1958
 CM0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0511
 CM0511  HISTORY     - Date     Condition        Report By
 CM0511  HISTORY     - 1958     MONUMENTED       CGS
 CM0511
 CM0511                          STATION DESCRIPTION
 CM0511
 CM0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0511'4.7 MI NE FROM DURAND.
 CM0511'ABOUT 2.6 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0511'FROM THE STATION SHED AT DURAND, THENCE 2.1 MILES EAST ALONG A
 CM0511'GRADED ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A ONESTORY
 CM0511'RED BRICK ADMINISTRATION BUILDING OF THE MERIWETHER PRISON BRANCH,
 CM0511'1 FOOT NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 143 FEET
 CM0511'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 27 AND STATE HIGHWAY
 CM0511'41, 100 FEET NORTHWEST OF THE CENTER LINE OF A GRADED ROAD LEADING
 CM0511'NORTHEAST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, 1 FOOT
 CM0511'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0851 ***********************************************************************
 DG0851  DESIGNATION -  B 169
 DG0851  PID         -  DG0851
 DG0851  STATE/COUNTY-  GA/PIKE
 DG0851  USGS QUAD   -  CONCORD (1981)
 DG0851
 DG0851                         *CURRENT SURVEY CONTROL
 DG0851  ___________________________________________________________________
 DG0851* NAD 83(1986)-  33 03 02.     (N)    084 29 13.     (W)     SCALED    
 DG0851* NAVD 88     -       248.852  (meters)     816.44   (feet)  ADJUSTED  
 DG0851  ___________________________________________________________________
 DG0851  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG0851  DYNAMIC HT  -         248.567 (meters)     815.51  (feet)  COMP
 DG0851  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 DG0851
 DG0851  VERT ORDER  -  FIRST     CLASS I
 DG0851
 DG0851.The horizontal coordinates were scaled from a topographic map and have
 DG0851.an estimated accuracy of +/- 6 seconds.
 DG0851
 DG0851.The orthometric height was determined by differential leveling
 DG0851.and adjusted by the National Geodetic Survey in June 1991..
 DG0851.WARNING-Repeat measurements at this control monument indicate possible
 DG0851.vertical movement.
 DG0851
 DG0851.The geoid height was determined by GEOID03.
 DG0851
 DG0851.The dynamic height is computed by dividing the NAVD 88
 DG0851.geopotential number by the normal gravity value computed on the
 DG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0851.degrees latitude (g = 980.6199 gals.).
 DG0851
 DG0851.The modeled gravity was interpolated from observed gravity values.
 DG0851
 DG0851;                    North         East    Units  Estimated Accuracy
 DG0851;SPC GA W     -   338,250.      670,090.      MT  (+/- 180 meters Scaled)
 DG0851
 DG0851                          SUPERSEDED SURVEY CONTROL
 DG0851
 DG0851  NGVD 29 (??/??/92)  248.835  (m)          816.39   (f) ADJ UNCH    1 1
 DG0851
 DG0851.Superseded values are not recommended for survey control.
 DG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0851.See file dsdata.txt to determine how the superseded data were derived.
 DG0851
 DG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB346596(NAD 83)
 DG0851_MARKER: DB = BENCH MARK DISK
 DG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0851_STAMPING: B 169 1958
 DG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0851+STABILITY: SURFACE MOTION
 DG0851
 DG0851  HISTORY     - Date     Condition        Report By
 DG0851  HISTORY     - 1958     MONUMENTED       CGS
 DG0851  HISTORY     - 1968     GOOD             NGS
 DG0851
 DG0851                          STATION DESCRIPTION
 DG0851
 DG0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0851'3 MI NE FROM MOLENA.
 DG0851'ABOUT 3.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0851'JUNCTION OF STATE HIGHWAYS 18 AND 109 AT MOLENA, AT NEAL, AT THE
 DG0851'NEAL BAPTIST CHURCH AND CEMETERY, ABOUT 0.4 MILE NORTHEAST
 DG0851'OF MILEPOST 39, 221 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 DG0851'OF A DIRT ROAD LEADING NORTHWEST TO THE CHURCH, 115 FEET SOUTH OF
 DG0851'THE SOUTH CORNER OF THE CONCRETE BLOCK CHURCH BUILDING, 105 FEET
 DG0851'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE IRON FENCE AROUND
 DG0851'PART OF THE CEMETERY, 44 FEET NORTHWEST OF THE NORTHWEST RAIL,
 DG0851'28 1/2 FEET SOUTHWEST OF A 30-INCH OAK TREE, 2.0 FEET NORTHEAST OF
 DG0851'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DG0851'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 DG0851'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0885 ***********************************************************************
 DG0885  DESIGNATION -  B 170
 DG0885  PID         -  DG0885
 DG0885  STATE/COUNTY-  GA/SPAULDING
 DG0885  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG0885
 DG0885                         *CURRENT SURVEY CONTROL
 DG0885  ___________________________________________________________________
 DG0885* NAD 83(1986)-  33 14 23.     (N)    084 16 42.     (W)     SCALED    
 DG0885* NAVD 88     -       288.928  (meters)     947.92   (feet)  ADJUSTED  
 DG0885  ___________________________________________________________________
 DG0885  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DG0885  DYNAMIC HT  -         288.600 (meters)     946.85  (feet)  COMP
 DG0885  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 DG0885
 DG0885  VERT ORDER  -  FIRST     CLASS I
 DG0885
 DG0885.The horizontal coordinates were scaled from a topographic map and have
 DG0885.an estimated accuracy of +/- 6 seconds.
 DG0885
 DG0885.The orthometric height was determined by differential leveling
 DG0885.and adjusted by the National Geodetic Survey in June 1991..
 DG0885
 DG0885.The geoid height was determined by GEOID03.
 DG0885
 DG0885.The dynamic height is computed by dividing the NAVD 88
 DG0885.geopotential number by the normal gravity value computed on the
 DG0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0885.degrees latitude (g = 980.6199 gals.).
 DG0885
 DG0885.The modeled gravity was interpolated from observed gravity values.
 DG0885
 DG0885;                    North         East    Units  Estimated Accuracy
 DG0885;SPC GA W     -   359,190.      689,590.      MT  (+/- 180 meters Scaled)
 DG0885
 DG0885                          SUPERSEDED SURVEY CONTROL
 DG0885
 DG0885  NGVD 29 (??/??/92)  288.925  (m)          947.91   (f) ADJ UNCH    1 1
 DG0885
 DG0885.Superseded values are not recommended for survey control.
 DG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0885.See file dsdata.txt to determine how the superseded data were derived.
 DG0885
 DG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB535811(NAD 83)
 DG0885_MARKER: DB = BENCH MARK DISK
 DG0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0885_SP_SET: FOUNDATION
 DG0885_STAMPING: B 170 1958
 DG0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0885
 DG0885  HISTORY     - Date     Condition        Report By
 DG0885  HISTORY     - 1958     MONUMENTED       CGS
 DG0885  HISTORY     - 1968     GOOD             NGS
 DG0885
 DG0885                          STATION DESCRIPTION
 DG0885
 DG0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0885'1 MI SW FROM GRIFFIN.
 DG0885'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0885'STATION AT GRIFFIN, ABOUT 0.45 MILE NORTHEAST OF MILEPOST 20,
 DG0885'120 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF ANNE STREET,
 DG0885'SET VERTICALLY IN THE SOUTHWEST FACE OF THE CONCRETE FOUNDATION
 DG0885'OF THE SERVICE WHOLESALE COMPANY WAREHOUSE, 32 FEET NORTHWEST
 DG0885'OF AND ACROSS A SIDE TRACK FROM THE NORTHWEST RAIL OF THE MAIN
 DG0885'TRACK, 10 FEET NORTHWEST OF THE SOUTH CORNER OF A LOADING
 DG0885'PLATFORM, 1.9 FEET NORTHWEST OF THE SOUTH CORNER OF THE MAIN
 DG0885'BUILDING, 3.0 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 1/2
 DG0885'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0123 ***********************************************************************
 BT0123  DESIGNATION -  B 172
 BT0123  PID         -  BT0123
 BT0123  STATE/COUNTY-  GA/DOUGHERTY
 BT0123  USGS QUAD   -  ALBANY WEST (1988)
 BT0123
 BT0123                         *CURRENT SURVEY CONTROL
 BT0123  ___________________________________________________________________
 BT0123* NAD 83(1986)-  31 34 32.     (N)    084 08 53.     (W)     SCALED    
 BT0123* NAVD 88     -        58.011  (meters)     190.32   (feet)  ADJUSTED  
 BT0123  ___________________________________________________________________
 BT0123  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT0123  DYNAMIC HT  -          57.941 (meters)     190.09  (feet)  COMP
 BT0123  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 BT0123
 BT0123  VERT ORDER  -  FIRST     CLASS I
 BT0123
 BT0123.The horizontal coordinates were scaled from a topographic map and have
 BT0123.an estimated accuracy of +/- 6 seconds.
 BT0123
 BT0123.The orthometric height was determined by differential leveling
 BT0123.and adjusted by the National Geodetic Survey in June 1991..
 BT0123.WARNING-Repeat measurements at this control monument indicate possible
 BT0123.vertical movement.
 BT0123
 BT0123.The geoid height was determined by GEOID03.
 BT0123
 BT0123.The dynamic height is computed by dividing the NAVD 88
 BT0123.geopotential number by the normal gravity value computed on the
 BT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0123.degrees latitude (g = 980.6199 gals.).
 BT0123
 BT0123.The modeled gravity was interpolated from observed gravity values.
 BT0123
 BT0123;                    North         East    Units  Estimated Accuracy
 BT0123;SPC GA W     -   174,660.      701,770.      MT  (+/- 180 meters Scaled)
 BT0123
 BT0123                          SUPERSEDED SURVEY CONTROL
 BT0123
 BT0123  NGVD 29 (??/??/92)   58.173  (m)          190.86   (f) ADJ UNCH    1 1
 BT0123
 BT0123.Superseded values are not recommended for survey control.
 BT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0123.See file dsdata.txt to determine how the superseded data were derived.
 BT0123
 BT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV706969(NAD 83)
 BT0123_MARKER: DB = BENCH MARK DISK
 BT0123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BT0123_SP_SET: BRIDGE ABUTMENT WALL
 BT0123_STAMPING: B 172 1957
 BT0123_MARK LOGO: CGS   
 BT0123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0123
 BT0123  HISTORY     - Date     Condition        Report By
 BT0123  HISTORY     - 1957     MONUMENTED       CGS
 BT0123  HISTORY     - 1972     GOOD             NGS
 BT0123  HISTORY     - 1987     GOOD             USPSQD
 BT0123  HISTORY     - 1988     GOOD             USPSQD
 BT0123  HISTORY     - 1989     GOOD             USPSQD
 BT0123  HISTORY     - 1990     GOOD             USPSQD
 BT0123  HISTORY     - 19900301 GOOD             HOBBS
 BT0123  HISTORY     - 19950917 GOOD             USPSQD
 BT0123  HISTORY     - 20031015 GOOD             GADT
 BT0123
 BT0123                          STATION DESCRIPTION
 BT0123
 BT0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BT0123'0.5 MI SE FROM ALBANY.
 BT0123'ABOUT 0.1 MILE SOUTH ALONG JEFFERSON STREET FROM THE POST OFFICE AT
 BT0123'ALBANY, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 82 (OGLETHORPE
 BT0123'BOULEVARD), SET VERTICALLY IN THE NORTH FACE OF THE NORTH END OF
 BT0123'THE WEST CONCRETE ABUTMENT OF THE U.S. HIGHWAY 82 CONCRETE BRIDGE
 BT0123'OVER THE FLINT RIVER, 22 FEET NORTH OF THE CENTER LINE OF THE
 BT0123'NORTH LANES OF THE HIGHWAY, 9.1 FEET EAST OF THE WEST END OF THE
 BT0123'ABUTMENT, 1.2 FEET WEST OF THE EAST END OF THE ABUTMENT, 2.3 FEET
 BT0123'ABOVE THE CONCRETE REVETMENT, AND 1.8 FEET BELOW THE LEVEL OF THE
 BT0123'HIGHWAY.
 BT0123
 BT0123                          STATION RECOVERY (1987)
 BT0123
 BT0123'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT0123'RECOVERED IN GOOD CONDITION.
 BT0123
 BT0123                          STATION RECOVERY (1988)
 BT0123
 BT0123'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0123'RECOVERED IN GOOD CONDITION.
 BT0123
 BT0123                          STATION RECOVERY (1989)
 BT0123
 BT0123'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0123'RECOVERED IN GOOD CONDITION.
 BT0123
 BT0123                          STATION RECOVERY (1990)
 BT0123
 BT0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0123'RECOVERED IN GOOD CONDITION.
 BT0123
 BT0123                          STATION RECOVERY (1990)
 BT0123
 BT0123'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990 (FFH)
 BT0123'MARK IS IN EAST ALBANY ON NORTHWEST END OF OGLETHORPE BLVD BRIDGE OVER
 BT0123'FLINT RIVER, SET VERTICALLY IN NORTH FACE OF ABUTMENT WALL, 8.7 FT
 BT0123'(2.7 M) EAST OF WEST END OF WALL, 18.7 FT (5.7 M) NORTH OF OGLETHORPE
 BT0123'BLVD WESTBOUND LANES, 2.2 FT (0.7 M) WNW OF END STREET LIGHT ON
 BT0123'BRIDGE.
 BT0123
 BT0123                          STATION RECOVERY (1995)
 BT0123
 BT0123'RECOVERY NOTE BY US POWER SQUADRON 1995
 BT0123'RECOVERED IN GOOD CONDITION.
 BT0123
 BT0123                          STATION RECOVERY (2003)
 BT0123
 BT0123'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BT0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1041 ***********************************************************************
 BS1041  DESIGNATION -  B 173
 BS1041  PID         -  BS1041
 BS1041  STATE/COUNTY-  GA/WORTH
 BS1041  USGS QUAD   -  BRIDGEBORO (1988)
 BS1041
 BS1041                         *CURRENT SURVEY CONTROL
 BS1041  ___________________________________________________________________
 BS1041* NAD 83(1986)-  31 26 36.     (N)    083 59 27.     (W)     SCALED    
 BS1041* NAVD 88     -        83.773  (meters)     274.85   (feet)  ADJUSTED  
 BS1041  ___________________________________________________________________
 BS1041  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BS1041  DYNAMIC HT  -          83.670 (meters)     274.51  (feet)  COMP
 BS1041  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 BS1041
 BS1041  VERT ORDER  -  FIRST     CLASS II
 BS1041
 BS1041.The horizontal coordinates were scaled from a topographic map and have
 BS1041.an estimated accuracy of +/- 6 seconds.
 BS1041
 BS1041.The orthometric height was determined by differential leveling
 BS1041.and adjusted by the National Geodetic Survey in June 1991..
 BS1041
 BS1041.The geoid height was determined by GEOID03.
 BS1041
 BS1041.The dynamic height is computed by dividing the NAVD 88
 BS1041.geopotential number by the normal gravity value computed on the
 BS1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1041.degrees latitude (g = 980.6199 gals.).
 BS1041
 BS1041.The modeled gravity was interpolated from observed gravity values.
 BS1041
 BS1041;                    North         East    Units  Estimated Accuracy
 BS1041;SPC GA W     -   160,010.      716,710.      MT  (+/- 180 meters Scaled)
 BS1041
 BS1041                          SUPERSEDED SURVEY CONTROL
 BS1041
 BS1041  NGVD 29 (??/??/92)   83.930  (m)          275.36   (f) ADJ UNCH    1 2
 BS1041
 BS1041.Superseded values are not recommended for survey control.
 BS1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1041.See file dsdata.txt to determine how the superseded data were derived.
 BS1041
 BS1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ157826(NAD 83)
 BS1041_MARKER: DB = BENCH MARK DISK
 BS1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1041_STAMPING: B 173 1957
 BS1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1041+STABILITY: SURFACE MOTION
 BS1041
 BS1041  HISTORY     - Date     Condition        Report By
 BS1041  HISTORY     - 1957     MONUMENTED       CGS
 BS1041
 BS1041                          STATION DESCRIPTION
 BS1041
 BS1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1041'3.5 MI NW FROM BRIDGEBORO.
 BS1041'ABOUT 3.5 MILES NORTHWEST ALONG THE GEORGIA NORTHERN RAILWAY
 BS1041'FROM THE STATION AT BRIDGEBORO, 0.65 MILES SOUTHEAST OF THE
 BS1041'COUNTY LINE ROAD, AT THE NORTHWEST END OF THE FIRST TRESTLE
 BS1041'SOUTHEAST OF THE COUNTY LINE ROAD, 80 FEET NORTHEAST OF THE
 BS1041'NORTHEAST RAIL AND THE NORTHWEST END OF THE TRESTLE, 142 FEET
 BS1041'EAST OF AND ACROSS THE TRACK FROM TELEPHONE POLE NUMBER 317,
 BS1041'23 1/2 FEET SOUTH OF A LONE 6-INCH OAK TREE, 2 FEET NORTHWEST
 BS1041'OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BS1041'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0638 ***********************************************************************
 BE0638  DESIGNATION -  B 174
 BE0638  PID         -  BE0638
 BE0638  STATE/COUNTY-  GA/DECATUR
 BE0638  USGS QUAD   -  HAVANA NORTH (1982)
 BE0638
 BE0638                         *CURRENT SURVEY CONTROL
 BE0638  ___________________________________________________________________
 BE0638* NAD 83(1986)-  30 42 04.     (N)    084 28 18.     (W)     SCALED    
 BE0638* NAVD 88     -        44.451  (meters)     145.84   (feet)  ADJUSTED  
 BE0638  ___________________________________________________________________
 BE0638  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE0638  DYNAMIC HT  -          44.393 (meters)     145.65  (feet)  COMP
 BE0638  MODELED GRAV-     979,354.8   (mgal)                       NAVD 88
 BE0638
 BE0638  VERT ORDER  -  FIRST     CLASS I
 BE0638
 BE0638.The horizontal coordinates were scaled from a topographic map and have
 BE0638.an estimated accuracy of +/- 6 seconds.
 BE0638
 BE0638.The orthometric height was determined by differential leveling
 BE0638.and adjusted by the National Geodetic Survey in June 1991..
 BE0638
 BE0638.The geoid height was determined by GEOID03.
 BE0638
 BE0638.The dynamic height is computed by dividing the NAVD 88
 BE0638.geopotential number by the normal gravity value computed on the
 BE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0638.degrees latitude (g = 980.6199 gals.).
 BE0638
 BE0638.The modeled gravity was interpolated from observed gravity values.
 BE0638
 BE0638;                    North         East    Units  Estimated Accuracy
 BE0638;SPC GA W     -    77,760.      670,780.      MT  (+/- 180 meters Scaled)
 BE0638
 BE0638                          SUPERSEDED SURVEY CONTROL
 BE0638
 BE0638  NGVD 29 (??/??/92)   44.591  (m)          146.30   (f) ADJ UNCH    1 1
 BE0638
 BE0638.Superseded values are not recommended for survey control.
 BE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0638.See file dsdata.txt to determine how the superseded data were derived.
 BE0638
 BE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU421992(NAD 83)
 BE0638_MARKER: DB = BENCH MARK DISK
 BE0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE0638_SP_SET: 20 FEET
 BE0638_STAMPING: B 174 1957
 BE0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0638
 BE0638  HISTORY     - Date     Condition        Report By
 BE0638  HISTORY     - 1957     MONUMENTED       CGS
 BE0638  HISTORY     - 1958     GOOD             NGS
 BE0638  HISTORY     - 1973     GOOD             NGS
 BE0638
 BE0638                          STATION DESCRIPTION
 BE0638
 BE0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0638'3.7 MI SE FROM ATTAPULGUS.
 BE0638'ABOUT 3.7 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BE0638'FROM THE STATION AT ATTAPULGUS, AT MILE POST 74, 28 FEET NORTHEAST
 BE0638'OF NORTHEAST RAIL, 34 1/2 FEET SOUTHWEST OF CENTER LINE OF ROAD
 BE0638'PARALLELING THE TRACK, 339 FEET NORTHWEST OF THE MILE POST,
 BE0638'2 FEET NORTHWEST OF A TELEPHONE POLE AND IS IN LINE WITH THE
 BE0638'POLES, 68 1/2 FEET NORTHEAST AND ACROSS TRACKS FROM TELEPHONE
 BE0638'POLE 1354, 130 YARDS NORTHWEST OF NORTHWEST END OF CURVE WITH
 BE0638'TANGENTS NORTHWEST AND SOUTH-SOUTHEAST, 1 1/2 FEET SOUTHEAST OF
 BE0638'A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON
 BE0638'A COPPER-COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 BE0638'BY A 6-INCH TILE PROJECTING 1 INCH, THE ROD WAS DRIVEN TO REFUSAL
 BE0638'AT 20 FEET.
 BE0638
 BE0638                          STATION RECOVERY (1973)
 BE0638
 BE0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0366 ***********************************************************************
 BT0366  DESIGNATION -  B 175
 BT0366  PID         -  BT0366
 BT0366  STATE/COUNTY-  GA/CALHOUN
 BT0366  USGS QUAD   -  ARLINGTON (1974)
 BT0366
 BT0366                         *CURRENT SURVEY CONTROL
 BT0366  ___________________________________________________________________
 BT0366* NAD 83(1986)-  31 28 01.     (N)    084 43 28.     (W)     SCALED    
 BT0366* NAVD 88     -        79.166  (meters)     259.73   (feet)  ADJUSTED  
 BT0366  ___________________________________________________________________
 BT0366  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT0366  DYNAMIC HT  -          79.070 (meters)     259.42  (feet)  COMP
 BT0366  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BT0366
 BT0366  VERT ORDER  -  FIRST     CLASS I
 BT0366
 BT0366.The horizontal coordinates were scaled from a topographic map and have
 BT0366.an estimated accuracy of +/- 6 seconds.
 BT0366
 BT0366.The orthometric height was determined by differential leveling
 BT0366.and adjusted by the National Geodetic Survey in June 1991..
 BT0366
 BT0366.The geoid height was determined by GEOID03.
 BT0366
 BT0366.The dynamic height is computed by dividing the NAVD 88
 BT0366.geopotential number by the normal gravity value computed on the
 BT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0366.degrees latitude (g = 980.6199 gals.).
 BT0366
 BT0366.The modeled gravity was interpolated from observed gravity values.
 BT0366
 BT0366;                    North         East    Units  Estimated Accuracy
 BT0366;SPC GA W     -   162,750.      647,000.      MT  (+/- 180 meters Scaled)
 BT0366
 BT0366                          SUPERSEDED SURVEY CONTROL
 BT0366
 BT0366  NGVD 29 (??/??/92)   79.235  (m)          259.96   (f) ADJ UNCH    1 1
 BT0366
 BT0366.Superseded values are not recommended for survey control.
 BT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0366.See file dsdata.txt to determine how the superseded data were derived.
 BT0366
 BT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV161835(NAD 83)
 BT0366_MARKER: DB = BENCH MARK DISK
 BT0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0366_STAMPING: B 175 1958
 BT0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0366+STABILITY: SURFACE MOTION
 BT0366
 BT0366  HISTORY     - Date     Condition        Report By
 BT0366  HISTORY     - 1958     MONUMENTED       CGS
 BT0366  HISTORY     - 1973     GOOD             NGS
 BT0366
 BT0366                          STATION DESCRIPTION
 BT0366
 BT0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0366'1.8 MI N FROM ARLINGTON.
 BT0366'ABOUT 1.8 MILES NORTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 BT0366'CHURCH AT ARLINGTON, AT THE JUNCTION OF A FARM ROAD WEST, BETWEEN
 BT0366'THE ROAD AND THE SEABOARD AIR LINE RAILROAD, ABOUT 0.35 MILE NORTH
 BT0366'OF MILE POST 132, 24 FEET WEST OF WEST RAIL, 74 FEET EAST OF
 BT0366'CENTER LINE OF ROAD AT CENTER OF JUNCTION OF FARM ROAD WEST,
 BT0366'40 FEET NORTH OF A TELEPHONE POLE AND IS IN LINE WITH ROW OF
 BT0366'POLES TO THE NORTH, 2 1/2 FEET SOUTH OF A CONCRETE WITNESS POST,
 BT0366'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BT0366'POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 BT0366'ARLINGTON BY GOING ABOUT 1.75 MILES NORTH ALONG THE SEABOARD
 BT0366'AIR LINE RAILROAD FROM THE CROSSING OF CENTRAL OF GEORGIA
 BT0366'RAILWAY.
 BT0366
 BT0366                          STATION RECOVERY (1973)
 BT0366
 BT0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0456 ***********************************************************************
 BT0456  DESIGNATION -  B 176
 BT0456  PID         -  BT0456
 BT0456  STATE/COUNTY-  GA/RANDOLPH
 BT0456  USGS QUAD   -  CARNEGIE (1973)
 BT0456
 BT0456                         *CURRENT SURVEY CONTROL
 BT0456  ___________________________________________________________________
 BT0456* NAD 83(1986)-  31 39 57.     (N)    084 47 12.     (W)     SCALED    
 BT0456* NAVD 88     -       106.294  (meters)     348.73   (feet)  ADJUSTED  
 BT0456  ___________________________________________________________________
 BT0456  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BT0456  DYNAMIC HT  -         106.168 (meters)     348.32  (feet)  COMP
 BT0456  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 BT0456
 BT0456  VERT ORDER  -  FIRST     CLASS I
 BT0456
 BT0456.The horizontal coordinates were scaled from a topographic map and have
 BT0456.an estimated accuracy of +/- 6 seconds.
 BT0456
 BT0456.The orthometric height was determined by differential leveling
 BT0456.and adjusted by the National Geodetic Survey in June 1991..
 BT0456
 BT0456.The geoid height was determined by GEOID03.
 BT0456
 BT0456.The dynamic height is computed by dividing the NAVD 88
 BT0456.geopotential number by the normal gravity value computed on the
 BT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0456.degrees latitude (g = 980.6199 gals.).
 BT0456
 BT0456.The modeled gravity was interpolated from observed gravity values.
 BT0456
 BT0456;                    North         East    Units  Estimated Accuracy
 BT0456;SPC GA W     -   184,830.      641,210.      MT  (+/- 180 meters Scaled)
 BT0456
 BT0456                          SUPERSEDED SURVEY CONTROL
 BT0456
 BT0456  NGVD 29 (??/??/92)  106.353  (m)          348.93   (f) ADJ UNCH    1 1
 BT0456
 BT0456.Superseded values are not recommended for survey control.
 BT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0456.See file dsdata.txt to determine how the superseded data were derived.
 BT0456
 BT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA098055(NAD 83)
 BT0456_MARKER: DB = BENCH MARK DISK
 BT0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0456_STAMPING: B 176 1958
 BT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0456+STABILITY: SURFACE MOTION
 BT0456
 BT0456  HISTORY     - Date     Condition        Report By
 BT0456  HISTORY     - 1958     MONUMENTED       CGS
 BT0456  HISTORY     - 1974     GOOD             NGS
 BT0456
 BT0456                          STATION DESCRIPTION
 BT0456
 BT0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0456'1.6 MI N FROM CARNEGIE.
 BT0456'ABOUT 1.55 MILES NORTH ALONG BLACKTOP ROAD FROM THE POST OFFICE
 BT0456'AT CARNEGIE, 1.0 MILE NORTH OF THE ASSEMBLY OF GOD CHURCH, AT A
 BT0456'LARGE CHURCH WITH ASBESTOS SIDING, 69 FEET WEST OF THE CENTER LINE
 BT0456'OF THE ROAD, 74 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BT0456'CHURCH, 102 FEET EAST OF A WELL PUMP IN THE CHURCH YARD, 2 1/2 FEET
 BT0456'WEST OF A POWER POLE WITH A TRANSFORMER, ABOUT 20 FEET ABOVE THE
 BT0456'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0456'2 INCHES.
 BT0456
 BT0456                          STATION RECOVERY (1974)
 BT0456
 BT0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0491 ***********************************************************************
 BT0491  DESIGNATION -  B 177
 BT0491  PID         -  BT0491
 BT0491  STATE/COUNTY-  GA/STEWART
 BT0491  USGS QUAD   -  BENEVOLENCE (1972)
 BT0491
 BT0491                         *CURRENT SURVEY CONTROL
 BT0491  ___________________________________________________________________
 BT0491* NAD 83(1986)-  31 57 32.     (N)    084 40 58.     (W)     SCALED    
 BT0491* NAVD 88     -       155.677  (meters)     510.75   (feet)  ADJUSTED  
 BT0491  ___________________________________________________________________
 BT0491  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT0491  DYNAMIC HT  -         155.494 (meters)     510.15  (feet)  COMP
 BT0491  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 BT0491
 BT0491  VERT ORDER  -  FIRST     CLASS I
 BT0491
 BT0491.The horizontal coordinates were scaled from a topographic map and have
 BT0491.an estimated accuracy of +/- 6 seconds.
 BT0491
 BT0491.The orthometric height was determined by differential leveling
 BT0491.and adjusted by the National Geodetic Survey in June 1991..
 BT0491.WARNING-Repeat measurements at this control monument indicate possible
 BT0491.vertical movement.
 BT0491
 BT0491.The geoid height was determined by GEOID03.
 BT0491
 BT0491.The dynamic height is computed by dividing the NAVD 88
 BT0491.geopotential number by the normal gravity value computed on the
 BT0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0491.degrees latitude (g = 980.6199 gals.).
 BT0491
 BT0491.The modeled gravity was interpolated from observed gravity values.
 BT0491
 BT0491;                    North         East    Units  Estimated Accuracy
 BT0491;SPC GA W     -   217,280.      651,210.      MT  (+/- 180 meters Scaled)
 BT0491
 BT0491                          SUPERSEDED SURVEY CONTROL
 BT0491
 BT0491  NGVD 29 (??/??/92)  155.737  (m)          510.95   (f) ADJ UNCH    1 1
 BT0491
 BT0491.Superseded values are not recommended for survey control.
 BT0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0491.See file dsdata.txt to determine how the superseded data were derived.
 BT0491
 BT0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA189382(NAD 83)
 BT0491_MARKER: DB = BENCH MARK DISK
 BT0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0491_STAMPING: B 177 1958
 BT0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0491+STABILITY: SURFACE MOTION
 BT0491
 BT0491  HISTORY     - Date     Condition        Report By
 BT0491  HISTORY     - 1958     MONUMENTED       CGS
 BT0491  HISTORY     - 1974     GOOD             NGS
 BT0491
 BT0491                          STATION DESCRIPTION
 BT0491
 BT0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0491'4.4 MI SW FROM KIMBROUGH.
 BT0491'ABOUT 4.35 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0491'FROM ITS JUNCTION WITH STATE HIGHWAY 55 AT KIMBROUGH, 0.25 MILE
 BT0491'SOUTHWEST OF MILE POST 171, AT THE CROSSING OF A PRIVATE DRIVE TO
 BT0491'AN UNPAINTED HOUSE SOUTHEAST OF THE TRACK, 55 FEET SOUTHEAST OF
 BT0491'SOUTHEAST RAIL AND THE CROSSING OF THE DRIVE, 47 FEET EAST OF THE
 BT0491'FIRST TELEPHONE POLE SOUTHWEST OF THE CROSSING, 5 FEET SOUTHWEST
 BT0491'OF A FENCE CORNER, 1 FOOT NORTHWEST OF A CONCRETE WITNESS POST,
 BT0491'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BT0491'CONCRETE POST PROJECTING 4 INCHES.
 BT0491
 BT0491                          STATION RECOVERY (1974)
 BT0491
 BT0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0628 ***********************************************************************
 BS0628  DESIGNATION -  B 178
 BS0628  PID         -  BS0628
 BS0628  STATE/COUNTY-  GA/BERRIEN
 BS0628  USGS QUAD   -  NASHVILLE EAST (1978)
 BS0628
 BS0628                         *CURRENT SURVEY CONTROL
 BS0628  ___________________________________________________________________
 BS0628* NAD 83(1986)-  31 12 22.     (N)    083 13 46.     (W)     SCALED    
 BS0628* NAVD 88     -        70.840  (meters)     232.41   (feet)  ADJUSTED  
 BS0628  ___________________________________________________________________
 BS0628  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS0628  DYNAMIC HT  -          70.754 (meters)     232.13  (feet)  COMP
 BS0628  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BS0628
 BS0628  VERT ORDER  -  FIRST     CLASS I
 BS0628
 BS0628.The horizontal coordinates were scaled from a topographic map and have
 BS0628.an estimated accuracy of +/- 6 seconds.
 BS0628
 BS0628.The orthometric height was determined by differential leveling
 BS0628.and adjusted by the National Geodetic Survey in June 1991..
 BS0628
 BS0628.The geoid height was determined by GEOID03.
 BS0628
 BS0628.The dynamic height is computed by dividing the NAVD 88
 BS0628.geopotential number by the normal gravity value computed on the
 BS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0628.degrees latitude (g = 980.6199 gals.).
 BS0628
 BS0628.The modeled gravity was interpolated from observed gravity values.
 BS0628
 BS0628;                    North         East    Units  Estimated Accuracy
 BS0628;SPC GA W     -   134,080.      789,310.      MT  (+/- 180 meters Scaled)
 BS0628
 BS0628                          SUPERSEDED SURVEY CONTROL
 BS0628
 BS0628  NGVD 29 (??/??/92)   71.051  (m)          233.11   (f) ADJ UNCH    1 1
 BS0628
 BS0628.Superseded values are not recommended for survey control.
 BS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0628.See file dsdata.txt to determine how the superseded data were derived.
 BS0628
 BS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ875545(NAD 83)
 BS0628_MARKER: DB = BENCH MARK DISK
 BS0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0628_SP_SET: CULVERT
 BS0628_STAMPING: B 178 1958
 BS0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0628
 BS0628  HISTORY     - Date     Condition        Report By
 BS0628  HISTORY     - 1958     MONUMENTED       CGS
 BS0628  HISTORY     - 1975     GOOD             NGS
 BS0628
 BS0628                          STATION DESCRIPTION
 BS0628
 BS0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BS0628'1.2 MI E FROM NASHVILLE.
 BS0628'ABOUT 1.25 MILES EAST ALONG STATE HIGHWAY 76 FROM THE COURT HOUSE
 BS0628'AT NASHVILLE, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 BS0628'OF A 10-FOOT CONCRETE BOX CULVERT, 18 FEET NORTH OF THE CENTER
 BS0628'LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF THE EAST END OF THE
 BS0628'HEADWALL, ABOUT LEVEL WITH THE HIGHWAY.
 BS0628
 BS0628                          STATION RECOVERY (1975)
 BS0628
 BS0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0295 ***********************************************************************
 CM0295  DESIGNATION -  B 179
 CM0295  PID         -  CM0295
 CM0295  STATE/COUNTY-  GA/STEWART
 CM0295  USGS QUAD   -  BROOKLYN (1973)
 CM0295
 CM0295                         *CURRENT SURVEY CONTROL
 CM0295  ___________________________________________________________________
 CM0295* NAD 83(1986)-  32 07 39.     (N)    084 40 51.     (W)     SCALED    
 CM0295* NAVD 88     -       194.083  (meters)     636.75   (feet)  ADJUSTED  
 CM0295  ___________________________________________________________________
 CM0295  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CM0295  DYNAMIC HT  -         193.858 (meters)     636.02  (feet)  COMP
 CM0295  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CM0295
 CM0295  VERT ORDER  -  FIRST     CLASS I
 CM0295
 CM0295.The horizontal coordinates were scaled from a topographic map and have
 CM0295.an estimated accuracy of +/- 6 seconds.
 CM0295
 CM0295.The orthometric height was determined by differential leveling
 CM0295.and adjusted by the National Geodetic Survey in June 1991..
 CM0295
 CM0295.The geoid height was determined by GEOID03.
 CM0295
 CM0295.The dynamic height is computed by dividing the NAVD 88
 CM0295.geopotential number by the normal gravity value computed on the
 CM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0295.degrees latitude (g = 980.6199 gals.).
 CM0295
 CM0295.The modeled gravity was interpolated from observed gravity values.
 CM0295
 CM0295;                    North         East    Units  Estimated Accuracy
 CM0295;SPC GA W     -   235,970.      651,490.      MT  (+/- 180 meters Scaled)
 CM0295
 CM0295                          SUPERSEDED SURVEY CONTROL
 CM0295
 CM0295  NGVD 29 (??/??/92)  194.120  (m)          636.88   (f) ADJ UNCH    1 1
 CM0295
 CM0295.Superseded values are not recommended for survey control.
 CM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0295.See file dsdata.txt to determine how the superseded data were derived.
 CM0295
 CM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA187569(NAD 83)
 CM0295_MARKER: DB = BENCH MARK DISK
 CM0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0295_STAMPING: B 179 1958
 CM0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0295+STABILITY: SURFACE MOTION
 CM0295
 CM0295  HISTORY     - Date     Condition        Report By
 CM0295  HISTORY     - 1958     MONUMENTED       CGS
 CM0295  HISTORY     - 1974     GOOD             NGS
 CM0295
 CM0295                          STATION DESCRIPTION
 CM0295
 CM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0295'2.6 MI NW FROM RICHLAND.
 CM0295'ABOUT 2.65 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0295'FROM THE STATION AT RICHLAND, AT A DIRT ROAD CROSSING, ABOUT
 CM0295'7 1/2  39-FOOT RAILS NORTHWEST OF MILE POST 36, 24 1/2 FEET
 CM0295'SOUTHWEST OF THE SOUTHWEST RAIL, 41 FEET SOUTHEAST OF THE CENTER
 CM0295'LINE OF THE ROAD, 47 FEET SOUTH OF THE CENTER LINE OF THE
 CM0295'CROSSING, 25 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF
 CM0295'AN 18-INCH PIPE CULVERT UNDER THE TRACK, 2 FEET NORTHWEST OF
 CM0295'THE FIRST TELEPHONE POLE (84) SOUTHEAST OF THE CROSSING, ABOUT
 CM0295'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CM0295'PROJECTING 3 INCHES.
 CM0295
 CM0295                          STATION RECOVERY (1974)
 CM0295
 CM0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CM0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2759 ***********************************************************************
 DG2759  DESIGNATION -  B 18 RESET
 DG2759  PID         -  DG2759
 DG2759  STATE/COUNTY-  GA/DE KALB
 DG2759  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2759
 DG2759                         *CURRENT SURVEY CONTROL
 DG2759  ___________________________________________________________________
 DG2759* NAD 83(1994)-  33 47 51.64451(N)    084 18 23.35823(W)     ADJUSTED  
 DG2759* NAVD 88     -       282.41   (+/-2cm)     926.5    (feet)  VERTCON   
 DG2759  ___________________________________________________________________
 DG2759  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DG2759  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2759
 DG2759  HORZ ORDER  -  SECOND
 DG2759  VERT ORDER  -  THIRD ? (See Below)
 DG2759
 DG2759.The horizontal coordinates were established by classical geodetic methods
 DG2759.and adjusted by the National Geodetic Survey in September 1997..
 DG2759
 DG2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2759.The vertical order pertains to the NGVD 29 superseded value.
 DG2759
 DG2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2759
 DG2759.The geoid height was determined by GEOID03.
 DG2759
 DG2759;                    North         East     Units Scale Factor Converg.
 DG2759;SPC GA W     -   421,073.166   687,053.345   MT  0.99990207   -0 04 40.0
 DG2759;SPC GA W     - 1,381,470.88  2,254,107.52   sFT  0.99990207   -0 04 40.0
 DG2759;UTM  16      - 3,742,985.299   749,363.405   MT  1.00036664   +1 29 56.7
 DG2759
 DG2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2759!SPC GA W     -   0.99996030  x   0.99990207  =   0.99986237
 DG2759!UTM  16      -   0.99996030  x   1.00036664  =   1.00032693
 DG2759
 DG2759:                Primary Azimuth Mark                     Grid Az
 DG2759:SPC GA W     -  B 19 RESET                               007 31 27.9
 DG2759:UTM  16      -  B 19 RESET                               005 56 51.2
 DG2759
 DG2759|---------------------------------------------------------------------|
 DG2759| PID    Reference Object                     Distance      Geod. Az  |
 DG2759|                                                           dddmmss.s |
 DG2759| DG2758 B 19 RESET                          441.120 METERS 0072647.9 |
 DG2759| CZ2740 B 18 RESET RM 2                      49.741 METERS 00800     |
 DG2759| CZ2739 B 18 RESET RM 1                      29.079 METERS 00800     |
 DG2759|---------------------------------------------------------------------|
 DG2759
 DG2759                          SUPERSEDED SURVEY CONTROL
 DG2759
 DG2759  NAD 83(1986)-  33 47 51.64896(N)    084 18 23.35845(W) AD(       ) 2
 DG2759  NAD 27      -  33 47 51.27711(N)    084 18 23.63588(W) AD(       ) 2
 DG2759  NGVD 29 (07/19/86)  282.33   (m)          926.3    (f) LEVELING    3  
 DG2759
 DG2759.Superseded values are not recommended for survey control.
 DG2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2759.See file dsdata.txt to determine how the superseded data were derived.
 DG2759
 DG2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4936342985(NAD 83)
 DG2759_MARKER: DD = SURVEY DISK
 DG2759_SETTING: 0 = UNSPECIFIED SETTING
 DG2759
 DG2759  HISTORY     - Date     Condition        Report By
 DG2759  HISTORY     - 1973     MONUMENTED       MARTA
 DG2759
 DG2759                          STATION DESCRIPTION
 DG2759
 DG2759'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2759'SET A STD. MARTA BRASS DISC DRILLED IN THE SE CORNER OF THE
 DG2759'S.C.L. R/R BRIDGE OVER CLAIRMONT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0602 ***********************************************************************
 EE0602  DESIGNATION -  B 181
 EE0602  PID         -  EE0602
 EE0602  STATE/COUNTY-  GA/GORDON
 EE0602  USGS QUAD   -  PLAINVILLE (1985)
 EE0602
 EE0602                         *CURRENT SURVEY CONTROL
 EE0602  ___________________________________________________________________
 EE0602* NAD 83(1986)-  34 29 59.     (N)    085 01 14.     (W)     SCALED    
 EE0602* NAVD 88     -       193.762  (meters)     635.70   (feet)  ADJUSTED  
 EE0602  ___________________________________________________________________
 EE0602  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE0602  DYNAMIC HT  -         193.564 (meters)     635.05  (feet)  COMP
 EE0602  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 EE0602
 EE0602  VERT ORDER  -  FIRST     CLASS II
 EE0602
 EE0602.The horizontal coordinates were scaled from a topographic map and have
 EE0602.an estimated accuracy of +/- 6 seconds.
 EE0602
 EE0602.The orthometric height was determined by differential leveling
 EE0602.and adjusted by the National Geodetic Survey in June 1991..
 EE0602
 EE0602.The geoid height was determined by GEOID03.
 EE0602
 EE0602.The dynamic height is computed by dividing the NAVD 88
 EE0602.geopotential number by the normal gravity value computed on the
 EE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0602.degrees latitude (g = 980.6199 gals.).
 EE0602
 EE0602.The modeled gravity was interpolated from observed gravity values.
 EE0602
 EE0602;                    North         East    Units  Estimated Accuracy
 EE0602;SPC GA W     -   499,260.      621,590.      MT  (+/- 180 meters Scaled)
 EE0602
 EE0602                          SUPERSEDED SURVEY CONTROL
 EE0602
 EE0602  NGVD 29 (??/??/92)  193.753  (m)          635.67   (f) ADJ UNCH    1 2
 EE0602
 EE0602.Superseded values are not recommended for survey control.
 EE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0602.See file dsdata.txt to determine how the superseded data were derived.
 EE0602
 EE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD817193(NAD 83)
 EE0602_MARKER: DB = BENCH MARK DISK
 EE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0602_STAMPING: B 181 1936
 EE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0602+STABILITY: SURFACE MOTION
 EE0602
 EE0602  HISTORY     - Date     Condition        Report By
 EE0602  HISTORY     - 1936     MONUMENTED       CGS
 EE0602  HISTORY     - 1968     MARK NOT FOUND   NGS
 EE0602
 EE0602                          STATION DESCRIPTION
 EE0602
 EE0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0602'1.2 MI N FROM OOSTANAULA.
 EE0602'ABOUT 1.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0602'AT OOSTANAULA, GORDON COUNTY, ABOUT 4-1/2 POWER-TRANSMISSION LINE
 EE0602'POLES SOUTH OF MILEPOST 59, ON PROPERTY OF J.B. FREEMAN, AT A
 EE0602'SMALL CUT, 101 FEET NORTHEAST OF A SWITCH BOX, 44 FEET NORTHEAST
 EE0602'OF A ROAD CROSSING, 32 FEET EAST OF THE EAST RAIL, 15 FEET WEST
 EE0602'OF A 10-INCH PINE TREE NEAR A GATE IN A FENCE, AND ABOUT 2 FEET
 EE0602'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 181 1936 AND
 EE0602'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0495 ***********************************************************************
 EE0495  DESIGNATION -  B 182
 EE0495  PID         -  EE0495
 EE0495  STATE/COUNTY-  GA/POLK
 EE0495  USGS QUAD   -  ROCKMART NORTH (1973)
 EE0495
 EE0495                         *CURRENT SURVEY CONTROL
 EE0495  ___________________________________________________________________
 EE0495* NAD 83(1986)-  34 04 07.     (N)    085 05 06.     (W)     SCALED    
 EE0495* NAVD 88     -       234.709  (meters)     770.04   (feet)  ADJUSTED  
 EE0495  ___________________________________________________________________
 EE0495  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE0495  DYNAMIC HT  -         234.462 (meters)     769.23  (feet)  COMP
 EE0495  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 EE0495
 EE0495  VERT ORDER  -  FIRST     CLASS I
 EE0495
 EE0495.The horizontal coordinates were scaled from a topographic map and have
 EE0495.an estimated accuracy of +/- 6 seconds.
 EE0495
 EE0495.The orthometric height was determined by differential leveling
 EE0495.and adjusted by the National Geodetic Survey in June 1991..
 EE0495
 EE0495.The geoid height was determined by GEOID03.
 EE0495
 EE0495.The dynamic height is computed by dividing the NAVD 88
 EE0495.geopotential number by the normal gravity value computed on the
 EE0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0495.degrees latitude (g = 980.6199 gals.).
 EE0495
 EE0495.The modeled gravity was interpolated from observed gravity values.
 EE0495
 EE0495;                    North         East    Units  Estimated Accuracy
 EE0495;SPC GA W     -   451,490.      615,240.      MT  (+/- 180 meters Scaled)
 EE0495
 EE0495                          SUPERSEDED SURVEY CONTROL
 EE0495
 EE0495  NGVD 29 (??/??/92)  234.647  (m)          769.84   (f) ADJ UNCH    1 1
 EE0495
 EE0495.Superseded values are not recommended for survey control.
 EE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0495.See file dsdata.txt to determine how the superseded data were derived.
 EE0495
 EE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC767714(NAD 83)
 EE0495_MARKER: DB = BENCH MARK DISK
 EE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0495_STAMPING: B 182 1936
 EE0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0495+STABILITY: SURFACE MOTION
 EE0495
 EE0495  HISTORY     - Date     Condition        Report By
 EE0495  HISTORY     - 1936     MONUMENTED       CGS
 EE0495  HISTORY     - 1968     GOOD             NGS
 EE0495
 EE0495                          STATION DESCRIPTION
 EE0495
 EE0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0495'5.7 MI N FROM ROCKMART.
 EE0495'ABOUT 5.6 MILES NORTH ALONG STATE HIGHWAY 101 FROM THE JUNCTION
 EE0495'OF U.S. HIGHWAY 278 AT ROCKMART, THENCE ABOUT 0.1 MILE WEST ALONG
 EE0495'A GRAVELED ROAD, ABOUT 2.2 MILES NORTH ALONG THE SOUTHERN
 EE0495'RAILWAY FROM THE STATION AT ARAGON, ABOUT 0.4 MILE SOUTHEAST OF
 EE0495'RAILWAY MILEPOST 96, ABOUT 84 YARDS EAST OF A ROAD CROSSING,
 EE0495'26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY FRAME
 EE0495'HOUSE, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 58 FEET
 EE0495'WEST OF THE CENTER LINE OF THE DRIVE TO THE HOUSE, 6 FEET SOUTH
 EE0495'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 EE0495'THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 EE0495'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0226 ***********************************************************************
 DF0226  DESIGNATION -  B 186
 DF0226  PID         -  DF0226
 DF0226  STATE/COUNTY-  GA/RICHMOND
 DF0226  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0226
 DF0226                         *CURRENT SURVEY CONTROL
 DF0226  ___________________________________________________________________
 DF0226* NAD 83(1986)-  33 28 10.     (N)    082 02 12.     (W)     SCALED    
 DF0226* NAVD 88     -       132.280  (meters)     433.99   (feet)  ADJUSTED  
 DF0226  ___________________________________________________________________
 DF0226  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF0226  DYNAMIC HT  -         132.141 (meters)     433.53  (feet)  COMP
 DF0226  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DF0226
 DF0226  VERT ORDER  -  FIRST     CLASS II
 DF0226
 DF0226.The horizontal coordinates were scaled from a topographic map and have
 DF0226.an estimated accuracy of +/- 6 seconds.
 DF0226
 DF0226.The orthometric height was determined by differential leveling
 DF0226.and adjusted by the National Geodetic Survey in June 1991..
 DF0226
 DF0226.The geoid height was determined by GEOID03.
 DF0226
 DF0226.The dynamic height is computed by dividing the NAVD 88
 DF0226.geopotential number by the normal gravity value computed on the
 DF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0226.degrees latitude (g = 980.6199 gals.).
 DF0226
 DF0226.The modeled gravity was interpolated from observed gravity values.
 DF0226
 DF0226;                    North         East    Units  Estimated Accuracy
 DF0226;SPC GA E     -   384,670.      212,080.      MT  (+/- 180 meters Scaled)
 DF0226
 DF0226                          SUPERSEDED SURVEY CONTROL
 DF0226
 DF0226  NGVD 29 (??/??/92)  132.51   (m)          434.7    (f) COMPUTED    1 2
 DF0226
 DF0226.Superseded values are not recommended for survey control.
 DF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0226.See file dsdata.txt to determine how the superseded data were derived.
 DF0226
 DF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT036038(NAD 83)
 DF0226_MARKER: DB = BENCH MARK DISK
 DF0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0226_SP_SET: BUILDING
 DF0226_STAMPING: B 186 1944
 DF0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0226
 DF0226  HISTORY     - Date     Condition        Report By
 DF0226  HISTORY     - 1944     MONUMENTED       CGS
 DF0226
 DF0226                          STATION DESCRIPTION
 DF0226
 DF0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DF0226'AT AUGUSTA.
 DF0226'ON THE WEST EDGE OF AUGUSTA, AT THE SOUTHWEST CORNER OF THE
 DF0226'ARMY SCHOOL HANGAR OF DANIEL FIELD.  A BRONZE DISK, SET IN THE
 DF0226'TOP OF A 4- BY 3- BY 1.5-FOOT CONCRETE WALL, 9.4 FEET NORTH OF
 DF0226'THE SOUTHWEST CORNER OF THE HANGAR, AND 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0227 ***********************************************************************
 DF0227  DESIGNATION -  B 186 RESET 1954
 DF0227  PID         -  DF0227
 DF0227  STATE/COUNTY-  GA/RICHMOND
 DF0227  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0227
 DF0227                         *CURRENT SURVEY CONTROL
 DF0227  ___________________________________________________________________
 DF0227* NAD 83(1986)-  33 28 16.     (N)    082 02 05.     (W)     SCALED    
 DF0227* NAVD 88     -       132.324  (meters)     434.13   (feet)  ADJUSTED  
 DF0227  ___________________________________________________________________
 DF0227  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF0227  DYNAMIC HT  -         132.185 (meters)     433.68  (feet)  COMP
 DF0227  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DF0227
 DF0227  VERT ORDER  -  FIRST     CLASS II
 DF0227
 DF0227.The horizontal coordinates were scaled from a topographic map and have
 DF0227.an estimated accuracy of +/- 6 seconds.
 DF0227
 DF0227.The orthometric height was determined by differential leveling
 DF0227.and adjusted by the National Geodetic Survey in June 1991..
 DF0227
 DF0227.The geoid height was determined by GEOID03.
 DF0227
 DF0227.The dynamic height is computed by dividing the NAVD 88
 DF0227.geopotential number by the normal gravity value computed on the
 DF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0227.degrees latitude (g = 980.6199 gals.).
 DF0227
 DF0227.The modeled gravity was interpolated from observed gravity values.
 DF0227
 DF0227;                    North         East    Units  Estimated Accuracy
 DF0227;SPC GA E     -   384,850.      212,260.      MT  (+/- 180 meters Scaled)
 DF0227
 DF0227                          SUPERSEDED SURVEY CONTROL
 DF0227
 DF0227  NGVD 29 (??/??/92)  132.559  (m)          434.90   (f) ADJ UNCH    1 2
 DF0227
 DF0227.Superseded values are not recommended for survey control.
 DF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0227.See file dsdata.txt to determine how the superseded data were derived.
 DF0227
 DF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT038039(NAD 83)
 DF0227_MARKER: DB = BENCH MARK DISK
 DF0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0227_STAMPING: B 186 1944 RESET 1954
 DF0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0227+STABILITY: SURFACE MOTION
 DF0227
 DF0227  HISTORY     - Date     Condition        Report By
 DF0227  HISTORY     - 1954     MONUMENTED       CGS
 DF0227  HISTORY     - 1962     GOOD             NGS
 DF0227
 DF0227                          STATION DESCRIPTION
 DF0227
 DF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0227'8.6 MI SW FROM AUGUSTA.
 DF0227'ABOUT 6.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE
 DF0227'SOUTHWEST END OF THE SAVANNAH RIVER BRIDGE AT AUGUSTA, THENCE
 DF0227'1.7 MILES NORTHEAST ALONG WHEELESS ROAD AND HIGHLAND AVENUE,
 DF0227'THENCE 0.2 MILE WEST ALONG CENTRAL AVENUE, AT DANIEL FIELD,
 DF0227'NEAR FIRE STATION NO. 8, 0.15 MILE NORTHWEST ALONG IRIS STREET
 DF0227'FROM ITS JUNCTION WITH WRIGHTSBORO ROAD, NEAR THE NORTHEAST END
 DF0227'OF A RUNWAY OF THE AIRPORT, NEAR THE NORTHEAST CORNER OF A
 DF0227'PARKING LOT THAT IS DIRECTLY BEHIND A LARGE SHOPPING CENTER,
 DF0227'10 FEET SOUTH OF THE SOUTH CURB OF CENTRAL AVENUE, 76 1/2 FEET
 DF0227'WEST OF THE NORTHWEST CORNER OF FIRE STATION NO. 8, 18 FEET
 DF0227'SOUTHEAST OF A FIRE HYDRANT, 7 1/2 FEET WEST OF THE CENTER LINE
 DF0227'OF A CONCRETE DRIVE, 2 FEET NORTHEAST OF A CONCRETE CURB AROUND
 DF0227'THE PARKING LOT, ABOUT LEVEL WITH THE AVENUE, SET IN THE TOP
 DF0227'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0367 ***********************************************************************
 CM0367  DESIGNATION -  B 187
 CM0367  PID         -  CM0367
 CM0367  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM0367  USGS QUAD   -  FORT MITCHELL (1984)
 CM0367
 CM0367                         *CURRENT SURVEY CONTROL
 CM0367  ___________________________________________________________________
 CM0367* NAD 83(1986)-  32 19 51.     (N)    085 00 11.     (W)     SCALED    
 CM0367* NAVD 88     -        69.602  (meters)     228.35   (feet)  ADJUSTED  
 CM0367  ___________________________________________________________________
 CM0367  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CM0367  DYNAMIC HT  -          69.523 (meters)     228.09  (feet)  COMP
 CM0367  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CM0367
 CM0367  VERT ORDER  -  SECOND    CLASS 0
 CM0367
 CM0367.The horizontal coordinates were scaled from a topographic map and have
 CM0367.an estimated accuracy of +/- 6 seconds.
 CM0367
 CM0367.The orthometric height was determined by differential leveling
 CM0367.and adjusted by the National Geodetic Survey in June 1991..
 CM0367
 CM0367.The geoid height was determined by GEOID03.
 CM0367
 CM0367.The dynamic height is computed by dividing the NAVD 88
 CM0367.geopotential number by the normal gravity value computed on the
 CM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0367.degrees latitude (g = 980.6199 gals.).
 CM0367
 CM0367.The modeled gravity was interpolated from observed gravity values.
 CM0367
 CM0367;                    North         East    Units  Estimated Accuracy
 CM0367;SPC GA W     -   258,710.      621,260.      MT  (+/- 180 meters Scaled)
 CM0367
 CM0367                          SUPERSEDED SURVEY CONTROL
 CM0367
 CM0367  NGVD 29 (??/??/92)   69.623  (m)          228.42   (f) ADJ UNCH    2 0
 CM0367
 CM0367.Superseded values are not recommended for survey control.
 CM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0367.See file dsdata.txt to determine how the superseded data were derived.
 CM0367
 CM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA879788(NAD 83)
 CM0367_MARKER: DB = BENCH MARK DISK
 CM0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0367_STAMPING: B 187 1944
 CM0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0367+STABILITY: SURFACE MOTION
 CM0367
 CM0367  HISTORY     - Date     Condition        Report By
 CM0367  HISTORY     - 1944     MONUMENTED       CGS
 CM0367
 CM0367                          STATION DESCRIPTION
 CM0367
 CM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CM0367'10 MI S FROM COLUMBUS.
 CM0367'IN CHATTAHOOCHEE COUNTY, 10 MILES SOUTH OF COLUMBUS, MUSCOGEE
 CM0367'COUNTY, AT LAWSON FIELD (FORT BENNING), AT THE SOUTHWEST EDGE OF THE
 CM0367'FIELD, AT THE NORTHWEST CORNER OF THE JUNCTION OF A ROAD LEADING TO
 CM0367'CHATTAHOOCHEE RIVER, AND THE DRIVE AROUND THE FIELD, 68 FEET WEST
 CM0367'OF THE CENTERLINE OF THE DRIVE, AND 67 FEET NORTH OF THE CENTERLINE
 CM0367'OF THE ROAD.  A STANDARD DISK, STAMPED B 187 1944 AND SET IN THE TOP
 CM0367'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1707 ***********************************************************************
 BE1707  FBN         -  This is a Federal Base Network Control Station.
 BE1707  PACS        -  This is a Primary Airport Control Station.
 BE1707  DESIGNATION -  B 188
 BE1707  PID         -  BE1707
 BE1707  STATE/COUNTY-  GA/DECATUR
 BE1707  USGS QUAD   -  BRINSON (1974)
 BE1707
 BE1707                         *CURRENT SURVEY CONTROL
 BE1707  ___________________________________________________________________
 BE1707* NAD 83(1994)-  30 58 33.52687(N)    084 38 11.54569(W)     ADJUSTED  
 BE1707* NAVD 88     -        40.385  (meters)     132.50   (feet)  ADJUSTED  
 BE1707  ___________________________________________________________________
 BE1707  X           -     511,614.650 (meters)                     COMP
 BE1707  Y           -  -5,449,409.508 (meters)                     COMP
 BE1707  Z           -   3,263,617.010 (meters)                     COMP
 BE1707  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BE1707  ELLIP HEIGHT-          12.66  (meters)          (09/21/99) GPS OBS
 BE1707  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE1707  DYNAMIC HT  -          40.334 (meters)     132.33  (feet)  COMP
 BE1707  MODELED GRAV-     979,387.4   (mgal)                       NAVD 88
 BE1707
 BE1707  HORZ ORDER  -  A
 BE1707  VERT ORDER  -  FIRST     CLASS I
 BE1707  ELLP ORDER  -  THIRD     CLASS I
 BE1707
 BE1707.This mark is at Decatur Co Industrial Airpark  (BGE)
 BE1707
 BE1707.The horizontal coordinates were established by GPS observations
 BE1707.and adjusted by the National Geodetic Survey in September 1999..
 BE1707
 BE1707.The orthometric height was determined by differential leveling
 BE1707.and adjusted by the National Geodetic Survey in June 1991..
 BE1707
 BE1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE1707
 BE1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE1707
 BE1707.The ellipsoidal height was determined by GPS observations
 BE1707.and is referenced to NAD 83.
 BE1707
 BE1707.The geoid height was determined by GEOID03.
 BE1707
 BE1707.The dynamic height is computed by dividing the NAVD 88
 BE1707.geopotential number by the normal gravity value computed on the
 BE1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1707.degrees latitude (g = 980.6199 gals.).
 BE1707
 BE1707.The modeled gravity was interpolated from observed gravity values.
 BE1707
 BE1707;                    North         East     Units Scale Factor Converg.
 BE1707;SPC GA W     -   108,281.712   655,118.055   MT  0.99992484   -0 14 30.6
 BE1707;SPC GA W     -   355,254.25  2,149,333.15   sFT  0.99992484   -0 14 30.6
 BE1707;UTM  16      - 3,429,336.784   725,717.032   MT  1.00022850   +1 13 01.0
 BE1707
 BE1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1707!SPC GA W     -   0.99999801  x   0.99992484  =   0.99992285
 BE1707!UTM  16      -   0.99999801  x   1.00022850  =   1.00022651
 BE1707
 BE1707:                Primary Azimuth Mark                     Grid Az
 BE1707:SPC GA W     -  BGE A                                    118 09 06.5
 BE1707:UTM  16      -  BGE A                                    116 41 34.9
 BE1707
 BE1707|---------------------------------------------------------------------|
 BE1707| PID    Reference Object                     Distance      Geod. Az  |
 BE1707|                                                           dddmmss.s |
 BE1707| AI4192 BGE A                               APPROX. 0.5 KM 1175435.9 |
 BE1707| BE3789 BAINBRIDGE CBL 800 DECATUR          305.082 METERS 13315     |
 BE1707| BE3788 BAINBRIDGE CBL 150 DECATUR          477.688 METERS 2433539.2 |
 BE1707|---------------------------------------------------------------------|
 BE1707
 BE1707                          SUPERSEDED SURVEY CONTROL
 BE1707
 BE1707  NAD 83(1994)-  30 58 33.52592(N)    084 38 11.54386(W) AD(       ) B
 BE1707  ELLIP H (03/09/95)   12.64   (m)                       GP(       ) 1 1
 BE1707  NAD 83(1994)-  30 58 33.53527(N)    084 38 11.54569(W) AD(       ) 3
 BE1707  NAD 83(1986)-  30 58 33.53536(N)    084 38 11.54773(W) AD(       ) 3
 BE1707  NAVD 88 (03/09/95)   40.38   (m)          132.5    (f) LEVELING    3  
 BE1707  NGVD 29 (??/??/92)   40.505  (m)          132.89   (f) ADJ UNCH    1 1
 BE1707
 BE1707.Superseded values are not recommended for survey control.
 BE1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1707.See file dsdata.txt to determine how the superseded data were derived.
 BE1707
 BE1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2571729337(NAD 83)
 BE1707_MARKER: DB = BENCH MARK DISK
 BE1707_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BE1707_SP_SET: CONCRETE BASE
 BE1707_STAMPING: B 188 1944
 BE1707_MARK LOGO: CGS   
 BE1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1707+STABILITY: SURFACE MOTION
 BE1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1707+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 BE1707
 BE1707  HISTORY     - Date     Condition        Report By
 BE1707  HISTORY     - 1944     MONUMENTED       CGS
 BE1707  HISTORY     - 1973     GOOD             NGS
 BE1707  HISTORY     - 1987     GOOD             NGS
 BE1707  HISTORY     - 19940201 GOOD             GADT
 BE1707  HISTORY     - 19960228 GOOD             NGS
 BE1707  HISTORY     - 19980709 GOOD             NGS
 BE1707  HISTORY     - 19990224 GOOD             NGS
 BE1707  HISTORY     - 19990405 GOOD             FLDEP
 BE1707  HISTORY     - 20000506 GOOD             KEISCH
 BE1707  HISTORY     - 20020624 GOOD             INDIV
 BE1707
 BE1707                          STATION DESCRIPTION
 BE1707
 BE1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BE1707'6.8 MI NW FROM WEST BAINBRIDGE.
 BE1707'ABOUT 5.35 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 BE1707'FROM THE CROSSING OF THE TWO LINES OF THE SEABOARD COAST LINE
 BE1707'RAILROAD AT WEST BAINBRIDGE, THENCE 0.2 MILE WEST ALONG PAVED
 BE1707'COUNTY ROAD 92578, THENCE 1.25 MILES SOUTHWEST ALONG A PAVED
 BE1707'ROAD THAT LEADS TO THE MAIN GATE OF THE DECATUR COUNTY AIRPORT,
 BE1707'THENCE 0.05 MILE SOUTHWEST INSIDE THE AIRPORT, 28.0 FEET NORTHWEST
 BE1707'OF THE SOUTHWEST CORNER OF BUILDING NUMBER 3-35 THAT IS OCCUPIED
 BE1707'BY CIRCUIT CONTROLS INDUSTRIES INC., SET IN THE TOP OF THE
 BE1707'CONCRETE BASE FOR THE SOUTHWEST LEG OF A CONTROL TOWER WHICH
 BE1707'HAS BEEN REMOVED, ABOUT 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BE1707
 BE1707                          STATION RECOVERY (1987)
 BE1707
 BE1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BE1707'THE STATION WAS RECOVERED AT THIS DATE.
 BE1707'
 BE1707'STATION IS LOCATED AT THE DECATUR COUNTY INDUSTRIAL AIRPARK.
 BE1707'OWNERSHIP--DECATUR COUNTY, C/O AIRPORT MANAGER DAVE NICHOLS, COUNTY
 BE1707'COURTHOUSE, BAINBRIDGE GA 31717.  PHONE (912) 246-7898.
 BE1707'
 BE1707'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 27, 84 BYPASS, 84
 BE1707'BUSINESS AND STATE HIGHWAY 1 ON THE WEST SIDE OF BAINGRIDGE BY
 BE1707'GOING NORTHWEST ON HIGHWAYS 27 AND 1 FOR 6.69 KM (4.15 MI) TO A
 BE1707'PAVED ROAD LEFT.  TURN LEFT, WEST, ON INDUSTRIAL BOULEVARD FOR 1.33
 BE1707'KM (0.8 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.80 KM
 BE1707'(0.5 MI) TO RAMP ROAD ON THE LEFT AT A FIRE STATION.  TURN LEFT,
 BE1707'SOUTH, ON ROAD AND APRON FOR 0.14 KM (0.1 MI) TO THE OLD AIRPORT
 BE1707'ADMINISTRATTION BUILDING ON THE RIGHT, AND MARK 51 METERS WEST OF
 BE1707'THE ENTRANCE LANE.
 BE1707'
 BE1707'THE STATION MARK IS A STANDARD CGS DISK
 BE1707'STAMPED---B 188 1944---,
 BE1707'SET INTO A DIRLL HOLE IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 BE1707'CONCRETE BASE OF A NOW-REMOVED CONTROL TOWER.  BASE PROJECTS 10 CM.
 BE1707'LOCATED 11.8 METERS (38.7 FT) NORTH OF THE APRON EDGE, 0.2 METERS
 BE1707'(0.7 FT) EAST OF EAST EDGE OF CONCRETE DRIVE BETWEEN BUILDINGS, 8.5
 BE1707'METERS (27.9 FT) WEST-NORTHWEST OF SOUTHWEST CORNER OF OLD
 BE1707'ADMINISTRATION BUILDING (NOW HOUSES AG-FLIGHT, INC.), 10.5 METERS
 BE1707'(34.4 FT) EAST-SOUTHEAST OF SOUTHEAST CORNER OF CIDERBLOCK
 BE1707'BUILDING, AND 6.4 METERS (21.0 FT) EAST-NORTHEAST OF A UTILITY POLE
 BE1707'WITH YARD LIGHT.
 BE1707'
 BE1707'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BE1707
 BE1707                          STATION RECOVERY (1994)
 BE1707
 BE1707'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 BE1707'THE STATION IS LOCATED ABOUT 50 MI (80.5 KM) SOUTHWEST FROM ALBANY, 5
 BE1707'MI (8.0 KM) NORTHWEST FROM BAINBRIDGE AT THE DECATUR COUNTY INDUSTRIAL
 BE1707'AIRPARK. --OWNERSHIP-- DECATUR COUNTY, C/O INDUSTRIAL PARK MANAGER
 BE1707'OLLIE M. BROWN, JR., INDUSTRIAL PARK, P.O. BOX 735, BAINBRIDGE, GA
 BE1707'31717. WORK PHONE 1-800-829-2255, 912-248-3004, PAGER 434-7908, HOME
 BE1707'912-246-7442. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 BE1707'27, 84 BY-PASS, 84 BUSINESS, AND STATE HIGHWAY 1 ON THE WEST SIDE OF
 BE1707'BAINBRIDGE, GO NORTHWEST ON HIGHWAYS 27 AND 1 FOR 4.15 MI (6.68 KM) TO
 BE1707'INDUSTRIAL BOULEVARD ON THE LEFT. TURN LEFT AND GO WEST FOR 0.8 MI
 BE1707'(1.3 KM) TO A RAILROAD CROSSING. CONTINUE WEST FOR 0.5 MI (0.8 KM) TO
 BE1707'A RAMP ROAD ON THE LEFT AT A FIRE STATION.  TURN LEFT AND GO SOUTH ON
 BE1707'ROAD AND APRON FOR 0.1 MI (0.2 KM) TO THE OLD AIRPORT ADMIN BLDG ON
 BE1707'THE RIGHT AND STATION 50 M (164.0 FT) WEST FROM THE ENTRANCE LANE. THE
 BE1707'STATION MARK IS SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 BE1707'SOUTHWEST CONCRETE BASE FOR A CONTROL TOWER (REMOVED), BASE PROJECTS
 BE1707'10 CM ABOVE GROUND.  LOCATED 11.8 M (38.7 FT) NORTH FROM THE APRON
 BE1707'EDGE, 0.2 M (0.7 FT) EAST FROM THE EAST EDGE OF CONCRETE DRIVE BETWEEN
 BE1707'BUILDINGS, 8.5 M (27.9 FT) WEST-NORTHWEST FROM SOUTHWEST CORNER OF OLD
 BE1707'ADMINSTRATION BUILDING (AG-FLIGHT, INC.) , 10.5 M (34.4 FT)
 BE1707'EAST-SOUTHEAST FROM SOUTHEAST CORNER OF CIDERBLOCK BUILDING, AND 6.4 M
 BE1707'(21.0 FT) EAST-NORTHEAST FROM A UTILITY POLE WITH NIGHT LIGHT.
 BE1707
 BE1707                          STATION RECOVERY (1996)
 BE1707
 BE1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BE1707'TO REACH THIS MARK FROM BAINBRIDGE, NORTH END OF US 27 BRIDGE OVER THE
 BE1707'FLINT RIVER, DRIVE 5.3 MILES (8.5 KM) NW ALONG US 27 TO INDUSTRIAL
 BE1707'BLVD (COUNTY RD 326) , THE ENTRANCE TO DECATUR COUNTY INDUSTRIAL PARK
 BE1707'AND AIRPORT JUST BEFORE AMOCO PLANT.  THIS IS 4.2 MILES (6.8 KM) NW OF
 BE1707'THE JUNCTION OF US 27 AND US 84.  TURN LEFT AND GO 1.3 MILES (2.1 KM)
 BE1707'WEST PAST JABARA AVE TO THE DECATUR COUNTY FIRE AND RESCUE BLDG.  TURN
 BE1707'LEFT ON 4TH RAMP AND DRIVE 0.1 MILE (0.2 KM) SOUTH, CROSSING RR
 BE1707'SIDING, TO CONCRETE APRON.  TURN RIGHT AND GO 0.05 MILE (0.08 KM) WEST
 BE1707'TO MARK ON THE RIGHT BETWEEN TWO BLDGS, 30 FT (9.1 M) EAST OF EAST
 BE1707'FACE EXTENDED OF 1 STORY BLOCK BLDG HOUSING COUNTY AIRPORT OFFICE (NO
 BE1707'SIGN) , 18 FT (5.5 M) SOUTH OF SOUTH FACE EXTENDED OF SAME AND OF E-W
 BE1707'CHAIN LINK FENCE, 27 FT (8.2 M) WEST OF WEST FACE OF 1 STORY CONC
 BE1707'BLOCK BLDG HOUSING AG FLIGHT INC, 6 FT (1.8 M) NORTH OF SOUTH FACE
 BE1707'EXTENDED OF SAME.
 BE1707
 BE1707                          STATION RECOVERY (1998)
 BE1707
 BE1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BE1707'THE STATION WAS RECOVERED AS DESCRIBED, ALL DISTANCES AND DIRECTIONS
 BE1707'CHECKED.  THE STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 BE1707'STATION (PAC) .
 BE1707
 BE1707                          STATION RECOVERY (1999)
 BE1707
 BE1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BE1707'RECOVERED AS DESCRIBED.
 BE1707
 BE1707                          STATION RECOVERY (1999)
 BE1707
 BE1707'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999
 BE1707'RECOVERED AS DESCRIBED.
 BE1707
 BE1707                          STATION RECOVERY (2000)
 BE1707
 BE1707'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2000
 BE1707'RECOVERED IN GOOD CONDITION.
 BE1707
 BE1707                          STATION RECOVERY (2002)
 BE1707
 BE1707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GAE)
 BE1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0727 ***********************************************************************
 BR0727  DESIGNATION -  B 189
 BR0727  PID         -  BR0727
 BR0727  STATE/COUNTY-  GA/LIBERTY
 BR0727  USGS QUAD   -  HINESVILLE (1973)
 BR0727
 BR0727                         *CURRENT SURVEY CONTROL
 BR0727  ___________________________________________________________________
 BR0727* NAD 83(1986)-  31 50 57.     (N)    081 33 05.     (W)     SCALED    
 BR0727* NAVD 88     -         5.911  (meters)      19.39   (feet)  ADJUSTED  
 BR0727  ___________________________________________________________________
 BR0727  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 BR0727  DYNAMIC HT  -           5.904 (meters)      19.37  (feet)  COMP
 BR0727  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 BR0727
 BR0727  VERT ORDER  -  SECOND    CLASS 0
 BR0727
 BR0727.The horizontal coordinates were scaled from a topographic map and have
 BR0727.an estimated accuracy of +/- 6 seconds.
 BR0727
 BR0727.The orthometric height was determined by differential leveling
 BR0727.and adjusted by the National Geodetic Survey in June 1991..
 BR0727
 BR0727.The geoid height was determined by GEOID03.
 BR0727
 BR0727.The dynamic height is computed by dividing the NAVD 88
 BR0727.geopotential number by the normal gravity value computed on the
 BR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0727.degrees latitude (g = 980.6199 gals.).
 BR0727
 BR0727.The modeled gravity was interpolated from observed gravity values.
 BR0727
 BR0727;                    North         East    Units  Estimated Accuracy
 BR0727;SPC GA E     -   205,160.      258,230.      MT  (+/- 180 meters Scaled)
 BR0727
 BR0727                          SUPERSEDED SURVEY CONTROL
 BR0727
 BR0727  NGVD 29 (??/??/92)    6.219  (m)           20.40   (f) ADJ UNCH    2 0
 BR0727
 BR0727.Superseded values are not recommended for survey control.
 BR0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0727.See file dsdata.txt to determine how the superseded data were derived.
 BR0727
 BR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR478238(NAD 83)
 BR0727_MARKER: DB = BENCH MARK DISK
 BR0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0727_STAMPING: B 189 1945
 BR0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0727+STABILITY: SURFACE MOTION
 BR0727
 BR0727  HISTORY     - Date     Condition        Report By
 BR0727  HISTORY     - 1945     MONUMENTED       CGS
 BR0727  HISTORY     - 1958     GOOD             NGS
 BR0727
 BR0727                          STATION DESCRIPTION
 BR0727
 BR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BR0727'1 MI SE FROM FLEMINGTON.
 BR0727'1.0 MILE SOUTHEAST ALONG THE STATE HIGHWAY 38 FROM THE POST OFFICE
 BR0727'IN FLEMINGTON LIBERTY COUNTY, AT THE FLEMINGTON CITY LIMITS,
 BR0727'AT THE NORTH CORNER OF THE HAROLD
 BR0727'MARTIN FARM YARD, 92 FEET NORTHWEST OF WEST OF THE CENTER OF STATE
 BR0727'HIGHWAY 38, 2 FEET NORTH OF A NORTH FENCE CORNER AND REFERENCE
 BR0727'POST.  A STANDARD DISK STAMPED, B 189 1945 AND SET IN THE TOP OF A
 BR0727'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0074 ***********************************************************************
 DG0074  DESIGNATION -  B 19
 DG0074  PID         -  DG0074
 DG0074  STATE/COUNTY-  GA/DE KALB
 DG0074  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0074
 DG0074                         *CURRENT SURVEY CONTROL
 DG0074  ___________________________________________________________________
 DG0074* NAD 83(1994)-  33 48 04.65296(N)    084 18 21.12976(W)     ADJUSTED  
 DG0074* NAVD 88     -       277.549  (meters)     910.59   (feet)  ADJUSTED  
 DG0074  ___________________________________________________________________
 DG0074  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DG0074  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0074  DYNAMIC HT  -         277.242 (meters)     909.58  (feet)  COMP
 DG0074  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG0074
 DG0074  HORZ ORDER  -  SECOND
 DG0074  VERT ORDER  -  FIRST     CLASS II
 DG0074
 DG0074.The horizontal coordinates were established by classical geodetic methods
 DG0074.and adjusted by the National Geodetic Survey in September 1997..
 DG0074
 DG0074.The orthometric height was determined by differential leveling
 DG0074.and adjusted by the National Geodetic Survey in June 1991..
 DG0074
 DG0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0074
 DG0074.The geoid height was determined by GEOID03.
 DG0074
 DG0074.The dynamic height is computed by dividing the NAVD 88
 DG0074.geopotential number by the normal gravity value computed on the
 DG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0074.degrees latitude (g = 980.6199 gals.).
 DG0074
 DG0074.The modeled gravity was interpolated from observed gravity values.
 DG0074
 DG0074;                    North         East     Units Scale Factor Converg.
 DG0074;SPC GA W     -   421,473.849   687,111.204   MT  0.99990205   -0 04 38.8
 DG0074;SPC GA W     - 1,382,785.45  2,254,297.34   sFT  0.99990205   -0 04 38.8
 DG0074;UTM  16      - 3,743,387.609   749,410.237   MT  1.00036693   +1 29 58.4
 DG0074
 DG0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0074!SPC GA W     -   0.99996106  x   0.99990205  =   0.99986312
 DG0074!UTM  16      -   0.99996106  x   1.00036693  =   1.00032798
 DG0074
 DG0074                          SUPERSEDED SURVEY CONTROL
 DG0074
 DG0074  NAD 83(1994)-  33 48 04.65740(N)    084 18 21.13004(W) AD(       ) 2
 DG0074  NAD 83(1986)-  33 48 04.65759(N)    084 18 21.13005(W) AD(       ) 2
 DG0074  NAD 27      -  33 48 04.28610(N)    084 18 21.40754(W) AD(       ) 2
 DG0074  NGVD 29 (??/??/92)  277.470  (m)          910.33   (f) ADJ UNCH    1 2
 DG0074
 DG0074.Superseded values are not recommended for survey control.
 DG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0074.See file dsdata.txt to determine how the superseded data were derived.
 DG0074
 DG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4941043388(NAD 83)
 DG0074_MARKER: DD = SURVEY DISK
 DG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0074_STAMPING: B 19
 DG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0074+STABILITY: SURFACE MOTION
 DG0074
 DG0074  HISTORY     - Date     Condition        Report By
 DG0074  HISTORY     - UNK      MONUMENTED       MARTA
 DG0074  HISTORY     - 1973     GOOD             NGS
 DG0074
 DG0074                          STATION DESCRIPTION
 DG0074
 DG0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0074'2.8 MI NW FROM DECATUR.
 DG0074'A STANDARD MARTA BRASS DISK SET ALONG THE EAST SIDE OF SEABOARD
 DG0074'COAST LINE ABOUT 2.5 MILES NORTHEAST OF W. HOWARD AVE. (MEASURED
 DG0074'ALONG THE TRACKS), ABOUT 1325 FEET NORTH OF THE RAILROAD OVERPASS
 DG0074'AT CLAIRMONT ROAD, 118 FEET SOUTH OF THE CONCRETE ABUTMENT ON THE
 DG0074'SOUTHEAST SIDE OF A SEABOARD COAST LINE RAILROAD BRIDGE OVER THE
 DG0074'SOUTH FORK OF PEACHTREE CREEK, 8 FEET EAST OF THE EAST RAIL.  THE
 DG0074'DISK IS ATOP A POURED CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 DG0074'2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0075 ***********************************************************************
 DG0075  DESIGNATION -  B 19 RESET
 DG0075  PID         -  DG0075
 DG0075  STATE/COUNTY-  GA/DE KALB
 DG0075  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0075
 DG0075                         *CURRENT SURVEY CONTROL
 DG0075  ___________________________________________________________________
 DG0075* NAD 83(1986)-  33 48 05.     (N)    084 18 21.     (W)     SCALED    
 DG0075* NAVD 88     -       277.776  (meters)     911.34   (feet)  ADJUSTED  
 DG0075  ___________________________________________________________________
 DG0075  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0075  DYNAMIC HT  -         277.469 (meters)     910.33  (feet)  COMP
 DG0075  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG0075
 DG0075  VERT ORDER  -  FIRST     CLASS II
 DG0075
 DG0075.The horizontal coordinates were scaled from a topographic map and have
 DG0075.an estimated accuracy of +/- 6 seconds.
 DG0075
 DG0075.The orthometric height was determined by differential leveling
 DG0075.and adjusted by the National Geodetic Survey in June 1991..
 DG0075
 DG0075.The geoid height was determined by GEOID03.
 DG0075
 DG0075.The dynamic height is computed by dividing the NAVD 88
 DG0075.geopotential number by the normal gravity value computed on the
 DG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0075.degrees latitude (g = 980.6199 gals.).
 DG0075
 DG0075.The modeled gravity was interpolated from observed gravity values.
 DG0075
 DG0075;                    North         East    Units  Estimated Accuracy
 DG0075;SPC GA W     -   421,490.      687,120.      MT  (+/- 180 meters Scaled)
 DG0075
 DG0075                          SUPERSEDED SURVEY CONTROL
 DG0075
 DG0075  NGVD 29 (??/??/92)  277.697  (m)          911.08   (f) ADJ UNCH    1 2
 DG0075
 DG0075.Superseded values are not recommended for survey control.
 DG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0075.See file dsdata.txt to determine how the superseded data were derived.
 DG0075
 DG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC494433(NAD 83)
 DG0075_MARKER: DD = SURVEY DISK
 DG0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0075_SP_SET: BRIDGE
 DG0075_STAMPING: B 19 RESET
 DG0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0075
 DG0075  HISTORY     - Date     Condition        Report By
 DG0075  HISTORY     - UNK      MONUMENTED       MARTA
 DG0075  HISTORY     - 1973     GOOD             NGS
 DG0075
 DG0075                          STATION DESCRIPTION
 DG0075
 DG0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0075'1.8 MI NNW FROM DECATUR.
 DG0075'A STANDARD MARTA BRASS DISK DRILLED INTO THE SOUTHWEST CORNER OF
 DG0075'A SEABOARD COAST LINE RAILROAD BRIDGE OVER THE SOUTH FORK OF
 DG0075'PEACHTREE CREEK.  ABOUT 2.5 MILES NORTHEAST OF W. HOWARD AVE.
 DG0075'MEASURED ALONG THE TRACKS, 1445 FEET NORTH OF CLAIRMONT ROAD
 DG0075'UNDERPASS, 4.4 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2758 ***********************************************************************
 DG2758  DESIGNATION -  B 19 RESET
 DG2758  PID         -  DG2758
 DG2758  STATE/COUNTY-  GA/DE KALB
 DG2758  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2758
 DG2758                         *CURRENT SURVEY CONTROL
 DG2758  ___________________________________________________________________
 DG2758* NAD 83(1994)-  33 48 05.84084(N)    084 18 21.13560(W)     ADJUSTED  
 DG2758* NAVD 88     -       277.78   (+/-2cm)     911.3    (feet)  VERTCON   
 DG2758  ___________________________________________________________________
 DG2758  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG2758  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG2758
 DG2758  HORZ ORDER  -  SECOND
 DG2758  VERT ORDER  -  THIRD ? (See Below)
 DG2758
 DG2758.The horizontal coordinates were established by classical geodetic methods
 DG2758.and adjusted by the National Geodetic Survey in September 1997..
 DG2758
 DG2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2758.The vertical order pertains to the NGVD 29 superseded value.
 DG2758
 DG2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2758
 DG2758.The geoid height was determined by GEOID03.
 DG2758
 DG2758;                    North         East     Units Scale Factor Converg.
 DG2758;SPC GA W     -   421,510.445   687,111.104   MT  0.99990205   -0 04 38.8
 DG2758;SPC GA W     - 1,382,905.52  2,254,297.01   sFT  0.99990205   -0 04 38.8
 DG2758;UTM  16      - 3,743,424.205   749,409.129   MT  1.00036692   +1 29 58.4
 DG2758
 DG2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2758!SPC GA W     -   0.99996103  x   0.99990205  =   0.99986308
 DG2758!UTM  16      -   0.99996103  x   1.00036692  =   1.00032793
 DG2758
 DG2758|---------------------------------------------------------------------|
 DG2758| PID    Reference Object                     Distance      Geod. Az  |
 DG2758|                                                           dddmmss.s |
 DG2758| CZ2741 B 19 RESET RM 1                      62.117 METERS 00723     |
 DG2758| DG0076 B 20                                254.666 METERS 00901     |
 DG2758| DG0074 B 19                                 36.600 METERS 17946     |
 DG2758| DG2759 B 18 RESET                          441.120 METERS 1872649.1 |
 DG2758|---------------------------------------------------------------------|
 DG2758
 DG2758                          SUPERSEDED SURVEY CONTROL
 DG2758
 DG2758  NAD 83(1994)-  33 48 05.84527(N)    084 18 21.13587(W) AD(       ) 2
 DG2758  NAD 83(1986)-  33 48 05.84514(N)    084 18 21.13588(W) AD(       ) 2
 DG2758  NAD 27      -  33 48 05.47398(N)    084 18 21.41336(W) AD(       ) 2
 DG2758  NGVD 29 (07/19/86)  277.70   (m)          911.1    (f) LEVELING    3  
 DG2758
 DG2758.Superseded values are not recommended for survey control.
 DG2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2758.See file dsdata.txt to determine how the superseded data were derived.
 DG2758
 DG2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4940943424(NAD 83)
 DG2758_MARKER: DD = SURVEY DISK
 DG2758_SETTING: 0 = UNSPECIFIED SETTING
 DG2758
 DG2758  HISTORY     - Date     Condition        Report By
 DG2758  HISTORY     - 1973     MONUMENTED       MARTA
 DG2758
 DG2758                          STATION DESCRIPTION
 DG2758
 DG2758'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2758'SET A STD. MARTA BRASS DISC DRILLED IN THE SW CORNER OF THE
 DG2758'S.C.L. R/R BRIDGE OVER THE SOUTH FORK OF PEACHTREE CREEK, 4.45 FT
 DG2758'W. OF THE W. RAIL, 1445 FT N. OF CLAIRMONT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0445 ***********************************************************************
 BR0445  DESIGNATION -  B 190
 BR0445  PID         -  BR0445
 BR0445  STATE/COUNTY-  GA/LIBERTY
 BR0445  USGS QUAD   -  DORCHESTER (1973)
 BR0445
 BR0445                         *CURRENT SURVEY CONTROL
 BR0445  ___________________________________________________________________
 BR0445* NAD 83(1986)-  31 47 42.     (N)    081 24 18.     (W)     SCALED    
 BR0445* NAVD 88     -         5.254  (meters)      17.24   (feet)  ADJUSTED  
 BR0445  ___________________________________________________________________
 BR0445  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 BR0445  DYNAMIC HT  -           5.248 (meters)      17.22  (feet)  COMP
 BR0445  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 BR0445
 BR0445  VERT ORDER  -  FIRST     CLASS I
 BR0445
 BR0445.The horizontal coordinates were scaled from a topographic map and have
 BR0445.an estimated accuracy of +/- 6 seconds.
 BR0445
 BR0445.The orthometric height was determined by differential leveling
 BR0445.and adjusted by the National Geodetic Survey in June 1991..
 BR0445.WARNING-Repeat measurements at this control monument indicate possible
 BR0445.vertical movement.
 BR0445
 BR0445.The geoid height was determined by GEOID03.
 BR0445
 BR0445.The dynamic height is computed by dividing the NAVD 88
 BR0445.geopotential number by the normal gravity value computed on the
 BR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0445.degrees latitude (g = 980.6199 gals.).
 BR0445
 BR0445.The modeled gravity was interpolated from observed gravity values.
 BR0445
 BR0445;                    North         East    Units  Estimated Accuracy
 BR0445;SPC GA E     -   199,240.      272,130.      MT  (+/- 180 meters Scaled)
 BR0445
 BR0445                          SUPERSEDED SURVEY CONTROL
 BR0445
 BR0445  NGVD 29 (??/??/92)    5.554  (m)           18.22   (f) ADJ UNCH    1 1
 BR0445
 BR0445.Superseded values are not recommended for survey control.
 BR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0445.See file dsdata.txt to determine how the superseded data were derived.
 BR0445
 BR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR616177(NAD 83)
 BR0445_MARKER: DB = BENCH MARK DISK
 BR0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR0445_SP_SET: CONCRETE FLOOR
 BR0445_STAMPING: B 190 1945
 BR0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0445
 BR0445  HISTORY     - Date     Condition        Report By
 BR0445  HISTORY     - 1945     MONUMENTED       CGS
 BR0445  HISTORY     - 1975     GOOD             NGS
 BR0445  HISTORY     - 1978     GOOD             NGS
 BR0445
 BR0445                          STATION DESCRIPTION
 BR0445
 BR0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0445'AT DORCHESTER.
 BR0445'AT DORCHESTER, ALONG THE SEABOARD COAST LINE RAILROAD, 165 1/2 FEET
 BR0445'SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 38, ABOUT
 BR0445'312 YARDS SOUTH OF MILEPOST 525, 274.0 FEET SOUTHEAST OF BENCH
 BR0445'MARK E 146 RESET 1975, 148 FEET EAST OF THE EAST RAIL OF THE MAIN
 BR0445'TRACK, 48 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 BR0445'TOP AND 1.3 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE
 BR0445'PORCH FLOOR OF A RED BRICK BUILDING, AND ABOUT 1 FOOT LOWER THAN
 BR0445'THE TRACK.
 BR0445
 BR0445                          STATION RECOVERY (1978)
 BR0445
 BR0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BR0445'AT THE CROSSING OF THE SEABOARD AIR LINE RAILROAD AND STATE HIGHWAY
 BR0445'38, 142 FEET SOUTHEAST OF RAIL OF MAIN TRACK. 48.0 FEET SOUTHWEST OF
 BR0445'CENTER OF STATE HIGHWAY 38, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 BR0445'CONCRETE PORCH FLOOR OF A RED BRICK STORE BUILDING THAT IS ABANDONED.
 BR0445'MARK IS 6-INCHES NORTHEAST OF THE NORTH FACE OF THE STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0698 ***********************************************************************
 EE0698  DESIGNATION -  B 191
 EE0698  PID         -  EE0698
 EE0698  STATE/COUNTY-  GA/CHATTOOGA
 EE0698  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE0698
 EE0698                         *CURRENT SURVEY CONTROL
 EE0698  ___________________________________________________________________
 EE0698* NAD 83(1986)-  34 21 12.     (N)    085 26 36.     (W)     SCALED    
 EE0698* NAVD 88     -       184.853  (meters)     606.47   (feet)  ADJUSTED  
 EE0698  ___________________________________________________________________
 EE0698  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0698  DYNAMIC HT  -         184.666 (meters)     605.86  (feet)  COMP
 EE0698  MODELED GRAV-     979,617.6   (mgal)                       NAVD 88
 EE0698
 EE0698  VERT ORDER  -  SECOND    CLASS 0
 EE0698
 EE0698.The horizontal coordinates were scaled from a topographic map and have
 EE0698.an estimated accuracy of +/- 6 seconds.
 EE0698
 EE0698.The orthometric height was determined by differential leveling
 EE0698.and adjusted by the National Geodetic Survey in June 1991..
 EE0698
 EE0698.The geoid height was determined by GEOID03.
 EE0698
 EE0698.The dynamic height is computed by dividing the NAVD 88
 EE0698.geopotential number by the normal gravity value computed on the
 EE0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0698.degrees latitude (g = 980.6199 gals.).
 EE0698
 EE0698.The modeled gravity was interpolated from observed gravity values.
 EE0698
 EE0698;                    North         East    Units  Estimated Accuracy
 EE0698;SPC GA W     -   483,430.      582,550.      MT  (+/- 180 meters Scaled)
 EE0698
 EE0698                          SUPERSEDED SURVEY CONTROL
 EE0698
 EE0698  NGVD 29 (??/??/92)  184.832  (m)          606.40   (f) ADJ UNCH    2 0
 EE0698
 EE0698.Superseded values are not recommended for survey control.
 EE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0698.See file dsdata.txt to determine how the superseded data were derived.
 EE0698
 EE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD431024(NAD 83)
 EE0698_MARKER: DB = BENCH MARK DISK
 EE0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0698_SP_SET: CULVERT
 EE0698_STAMPING: B 191 1948
 EE0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0698
 EE0698  HISTORY     - Date     Condition        Report By
 EE0698  HISTORY     - 1948     MONUMENTED       CGS
 EE0698  HISTORY     - 1972     GOOD             NGS
 EE0698
 EE0698                          STATION DESCRIPTION
 EE0698
 EE0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0698'4 MI SW FROM LYERLY.
 EE0698'ABOUT 4.05 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE POST
 EE0698'OFFICE AT LYERLY, 0.6 MILE NORTHEAST OF THE INTERSECTION OF THE
 EE0698'HIGHWAY AND A PAVED ROAD AT CHATTOOGA, 127 YARDS NORTH-NORTHEAST
 EE0698'OF THE SARDIS BAPTIST CHURCH, 23 FEET WEST-NORTHWEST OF THE
 EE0698'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST-NORTHEAST
 EE0698'END OF THE WEST-SOUTHWEST CONCRETE WING WALL AT THE
 EE0698'SOUTH-SOUTHWEST END OF THE WEST-NORTHWEST CONCRETE HEADWALL
 EE0698'FOR A 3-CHANNEL, 22 1/2-FOOT, CONCRETE CULVERT, 0.6 FOOT NORTHWEST
 EE0698'OF THE WEST CORNER OF THE HEADWALL, 109 YARDS NORTH-NORTHEAST
 EE0698'OF THE CENTER LINE OF A PAVED ROAD LEADING WEST-NORTHWEST, ABOUT
 EE0698'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND 1 FOOT BELOW THE TOP
 EE0698'OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0683 ***********************************************************************
 EE0683  DESIGNATION -  B 192
 EE0683  PID         -  EE0683
 EE0683  STATE/COUNTY-  GA/CHATTOOGA
 EE0683  USGS QUAD   -  LYERLY (1981)
 EE0683
 EE0683                         *CURRENT SURVEY CONTROL
 EE0683  ___________________________________________________________________
 EE0683* NAD 83(1986)-  34 28 50.     (N)    085 25 37.     (W)     SCALED    
 EE0683* NAVD 88     -       231.456  (meters)     759.37   (feet)  ADJUSTED  
 EE0683  ___________________________________________________________________
 EE0683  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE0683  DYNAMIC HT  -         231.221 (meters)     758.60  (feet)  COMP
 EE0683  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EE0683
 EE0683  VERT ORDER  -  SECOND    CLASS 0
 EE0683
 EE0683.The horizontal coordinates were scaled from a topographic map and have
 EE0683.an estimated accuracy of +/- 6 seconds.
 EE0683
 EE0683.The orthometric height was determined by differential leveling
 EE0683.and adjusted by the National Geodetic Survey in June 1991..
 EE0683
 EE0683.The geoid height was determined by GEOID03.
 EE0683
 EE0683.The dynamic height is computed by dividing the NAVD 88
 EE0683.geopotential number by the normal gravity value computed on the
 EE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0683.degrees latitude (g = 980.6199 gals.).
 EE0683
 EE0683.The modeled gravity was interpolated from observed gravity values.
 EE0683
 EE0683;                    North         East    Units  Estimated Accuracy
 EE0683;SPC GA W     -   497,530.      584,240.      MT  (+/- 180 meters Scaled)
 EE0683
 EE0683                          SUPERSEDED SURVEY CONTROL
 EE0683
 EE0683  NGVD 29 (??/??/92)  231.427  (m)          759.27   (f) ADJ UNCH    2 0
 EE0683
 EE0683.Superseded values are not recommended for survey control.
 EE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0683.See file dsdata.txt to determine how the superseded data were derived.
 EE0683
 EE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD444165(NAD 83)
 EE0683_MARKER: DB = BENCH MARK DISK
 EE0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0683_SP_SET: CULVERT HEADWALL
 EE0683_STAMPING: B 192 1948
 EE0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0683
 EE0683  HISTORY     - Date     Condition        Report By
 EE0683  HISTORY     - 1948     MONUMENTED       CGS
 EE0683  HISTORY     - 1972     GOOD             NGS
 EE0683
 EE0683                          STATION DESCRIPTION
 EE0683
 EE0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0683'3.1 MI E FROM MENLO.
 EE0683'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 48 FROM THE CROSSING
 EE0683'OF THE HIGHWAY AND THE TENNESSEE, ALABAMA AND GEORGIA RAILWAY
 EE0683'AT MENLO, 159.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EE0683'SMALL FRAME HOUSE ON THE SOUTH SIDE OF THE HIGHWAY, 26 1/2 FEET
 EE0683'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 EE0683'SOUTHWEST END OF THE NORTHEAST CONCRETE WING WALL FOR A 2-CHANNEL
 EE0683'CONCRETE BOX CULVERT, 0.8 FOOT NORTHWEST AND 0.9 FOOT BELOW THE
 EE0683'EAST END OF THE NORTH CONCRETE HEADWALL OF THE CULVERT, 111 1/2
 EE0683'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A 36-INCH OAK TREE
 EE0683'WHICH IS ON THE SOUTHEAST SIDE OF A GRAVELED ROAD THAT LEADS
 EE0683'SOUTHWEST, 55 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 EE0683'HIGHWAY AND THE GRAVELED ROAD, AND ABOUT 3 FEET BELOW THE LEVEL
 EE0683'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1266 ***********************************************************************
 EE1266  DESIGNATION -  B 194
 EE1266  PID         -  EE1266
 EE1266  STATE/COUNTY-  GA/FLOYD
 EE1266  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE1266
 EE1266                         *CURRENT SURVEY CONTROL
 EE1266  ___________________________________________________________________
 EE1266* NAD 83(1986)-  34 06 51.     (N)    085 11 18.     (W)     SCALED    
 EE1266* NAVD 88     -       265.871  (meters)     872.28   (feet)  ADJUSTED  
 EE1266  ___________________________________________________________________
 EE1266  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1266  DYNAMIC HT  -         265.594 (meters)     871.37  (feet)  COMP
 EE1266  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 EE1266
 EE1266  VERT ORDER  -  SECOND    CLASS 0
 EE1266
 EE1266.The horizontal coordinates were scaled from a topographic map and have
 EE1266.an estimated accuracy of +/- 6 seconds.
 EE1266
 EE1266.The orthometric height was determined by differential leveling
 EE1266.and adjusted by the National Geodetic Survey in June 1991..
 EE1266
 EE1266.The geoid height was determined by GEOID03.
 EE1266
 EE1266.The dynamic height is computed by dividing the NAVD 88
 EE1266.geopotential number by the normal gravity value computed on the
 EE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1266.degrees latitude (g = 980.6199 gals.).
 EE1266
 EE1266.The modeled gravity was interpolated from observed gravity values.
 EE1266
 EE1266;                    North         East    Units  Estimated Accuracy
 EE1266;SPC GA W     -   456,640.      605,750.      MT  (+/- 180 meters Scaled)
 EE1266
 EE1266                          SUPERSEDED SURVEY CONTROL
 EE1266
 EE1266  NGVD 29 (??/??/92)  265.805  (m)          872.06   (f) ADJ UNCH    2 0
 EE1266
 EE1266.Superseded values are not recommended for survey control.
 EE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1266.See file dsdata.txt to determine how the superseded data were derived.
 EE1266
 EE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC670762(NAD 83)
 EE1266_MARKER: DB = BENCH MARK DISK
 EE1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1266_SP_SET: CULVERT
 EE1266_STAMPING: B 194 1947
 EE1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1266
 EE1266  HISTORY     - Date     Condition        Report By
 EE1266  HISTORY     - 1947     MONUMENTED       CGS
 EE1266  HISTORY     - 1972     GOOD             NGS
 EE1266
 EE1266                          STATION DESCRIPTION
 EE1266
 EE1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE1266'8.8 MI N FROM CEDARTOWN.
 EE1266'ABOUT 3.05 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL
 EE1266'AT CEDARTOWN, THENCE 0.4 MILE EAST ALONG A PAVED ROAD, THENCE
 EE1266'5.4 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILROAD, OR ABOUT
 EE1266'2.75 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE,
 EE1266'AND THE CROSSING OF THE RAILWAY AND AVENUE B, AT LINDALE, THENCE
 EE1266'3.5 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILROAD FROM THE
 EE1266'JUNCTION OF THE SOUTHERN RAILWAY AND THE CENTRAL OF GEORGIA
 EE1266'RAILROAD AT CHAMBERS, 0.45 MILE SOUTH OF A POINT SOUTHEAST OF
 EE1266'THE JUNCTION OF REECBURG AND DOYLE ROADS, ABOUT 0.2 MILE SOUTHEAST
 EE1266'OF A TRESTLE OVER A COUNTY ROAD, 82 1/2 FEET SOUTHEAST OF MILEPOST
 EE1266'361, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP AND
 EE1266'0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST, 10-FOOT
 EE1266'CONCRETE HEADWALL FOR AN 8 1/2 FOOT CONCRETE CULVERT, ABOUT 8
 EE1266'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0723 ***********************************************************************
 EE0723  DESIGNATION -  B 195
 EE0723  PID         -  EE0723
 EE0723  STATE/COUNTY-  GA/CHATTOOGA
 EE0723  USGS QUAD   -  SUMMERVILLE (1967)
 EE0723
 EE0723                         *CURRENT SURVEY CONTROL
 EE0723  ___________________________________________________________________
 EE0723* NAD 83(1986)-  34 24 16.     (N)    085 16 29.     (W)     SCALED    
 EE0723* NAVD 88     -       224.680  (meters)     737.14   (feet)  ADJUSTED  
 EE0723  ___________________________________________________________________
 EE0723  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE0723  DYNAMIC HT  -         224.452 (meters)     736.39  (feet)  COMP
 EE0723  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EE0723
 EE0723  VERT ORDER  -  SECOND    CLASS 0
 EE0723
 EE0723.The horizontal coordinates were scaled from a topographic map and have
 EE0723.an estimated accuracy of +/- 6 seconds.
 EE0723
 EE0723.The orthometric height was determined by differential leveling
 EE0723.and adjusted by the National Geodetic Survey in June 1991..
 EE0723
 EE0723.The geoid height was determined by GEOID03.
 EE0723
 EE0723.The dynamic height is computed by dividing the NAVD 88
 EE0723.geopotential number by the normal gravity value computed on the
 EE0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0723.degrees latitude (g = 980.6199 gals.).
 EE0723
 EE0723.The modeled gravity was interpolated from observed gravity values.
 EE0723
 EE0723;                    North         East    Units  Estimated Accuracy
 EE0723;SPC GA W     -   488,920.      598,130.      MT  (+/- 180 meters Scaled)
 EE0723
 EE0723                          SUPERSEDED SURVEY CONTROL
 EE0723
 EE0723  NGVD 29 (??/??/92)  224.652  (m)          737.05   (f) ADJ UNCH    2 0
 EE0723
 EE0723.Superseded values are not recommended for survey control.
 EE0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0723.See file dsdata.txt to determine how the superseded data were derived.
 EE0723
 EE0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD585083(NAD 83)
 EE0723_MARKER: DB = BENCH MARK DISK
 EE0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0723_STAMPING: B 195 1947
 EE0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0723+STABILITY: SURFACE MOTION
 EE0723
 EE0723  HISTORY     - Date     Condition        Report By
 EE0723  HISTORY     - 1947     MONUMENTED       CGS
 EE0723  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0723
 EE0723                          STATION DESCRIPTION
 EE0723
 EE0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE0723'3.2 MI W FROM CRYSTAL SPRINGS.
 EE0723'ABOUT 3.2 MILES WEST ALONG A ROAD TO SILVER HILL FROM THE
 EE0723'JUNCTION OF U.S. HIGHWAY 27 AT CRYSTAL SPRINGS, ABOUT 2.3 MILES
 EE0723'EAST OF THE SCHOOL AT SILVER HILL, NEAR A FARM HOUSE ON THE
 EE0723'SOUTHEAST SIDE OF THE ROAD, 166 FEET NORTH AND ACROSS THE ROAD FROM
 EE0723'THE NORTHEAST CORNER OF THE HOUSE, 105 FEET SOUTHWEST OF THE
 EE0723'SOUTHWEST CORNER OF A LOG BARN AND IMPLEMENT SHED, 54 FEET
 EE0723'NORTHWEST AND ACROSS THE ROAD FROM A 40-INCH OAK TREE, 17 FEET
 EE0723'SOUTHWEST OF A TRIANGULAR BLAZED 28-INCH OAK TREE, 24 FEET
 EE0723'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A
 EE0723'WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROAD AND SET
 EE0723'IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 EE0723
 EE0723                          STATION RECOVERY (1972)
 EE0723
 EE0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1292 ***********************************************************************
 DG1292  DESIGNATION -  B 196
 DG1292  PID         -  DG1292
 DG1292  STATE/COUNTY-  GA/HARALSON
 DG1292  USGS QUAD   -  TALLAPOOSA NORTH (1966)
 DG1292
 DG1292                         *CURRENT SURVEY CONTROL
 DG1292  ___________________________________________________________________
 DG1292* NAD 83(1986)-  33 48 21.     (N)    085 17 56.     (W)     SCALED    
 DG1292* NAVD 88     -       352.734  (meters)    1157.26   (feet)  ADJUSTED  
 DG1292  ___________________________________________________________________
 DG1292  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1292  DYNAMIC HT  -         352.348 (meters)    1156.00  (feet)  COMP
 DG1292  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 DG1292
 DG1292  VERT ORDER  -  SECOND    CLASS 0
 DG1292
 DG1292.The horizontal coordinates were scaled from a topographic map and have
 DG1292.an estimated accuracy of +/- 6 seconds.
 DG1292
 DG1292.The orthometric height was determined by differential leveling
 DG1292.and adjusted by the National Geodetic Survey in June 1991..
 DG1292
 DG1292.The geoid height was determined by GEOID03.
 DG1292
 DG1292.The dynamic height is computed by dividing the NAVD 88
 DG1292.geopotential number by the normal gravity value computed on the
 DG1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1292.degrees latitude (g = 980.6199 gals.).
 DG1292
 DG1292.The modeled gravity was interpolated from observed gravity values.
 DG1292
 DG1292;                    North         East    Units  Estimated Accuracy
 DG1292;SPC GA W     -   422,550.      595,170.      MT  (+/- 180 meters Scaled)
 DG1292
 DG1292                          SUPERSEDED SURVEY CONTROL
 DG1292
 DG1292  NGVD 29 (??/??/92)  352.657  (m)         1157.01   (f) ADJ UNCH    2 0
 DG1292
 DG1292.Superseded values are not recommended for survey control.
 DG1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1292.See file dsdata.txt to determine how the superseded data were derived.
 DG1292
 DG1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC574419(NAD 83)
 DG1292_MARKER: DB = BENCH MARK DISK
 DG1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1292_STAMPING: B 196 1948
 DG1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1292+STABILITY: SURFACE MOTION
 DG1292
 DG1292  HISTORY     - Date     Condition        Report By
 DG1292  HISTORY     - 1948     MONUMENTED       CGS
 DG1292  HISTORY     - 1972     GOOD             NGS
 DG1292
 DG1292                          STATION DESCRIPTION
 DG1292
 DG1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DG1292'4.8 MI NW FROM TALLAPOOSA.
 DG1292'ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE SOUTHERN
 DG1292'RAILWAY STATION AT TALLAPOOSA, THENCE 3.45 MILES NORTH ALONG STATE
 DG1292'HIGHWAY 100, THENCE 1.1 MILE NORTHWEST ALONG A GRAVELED ROAD, 0.2
 DG1292'MILE SOUTHWEST OF A JUNCTION OF THE GRAVELED ROAD, 92 FEET
 DG1292'EAST-NORTHEAST OF THE CENTER OF A JUNCTION OF THE GRAVELED ROAD
 DG1292'AND A DRIVEWAY LEADING NORTH TO A FARMHOUSE, 93.8 FEET SOUTHEAST
 DG1292'OF THE SOUTHEAST CORNER OF A LARGE FRAME HOUSE, 109 1/2 FEET
 DG1292'EAST-SOUTHEAST OF AN OLD WELL, 16 FEET WEST OF THE CENTER OF
 DG1292'AN UNUSED DRIVEWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE GRAVELED
 DG1292'ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT IS LEVEL WITH
 DG1292'THE GROUND.  NOTE-- THE MARK IS ALSO ABOUT 0.25 MILE WEST ALONG U.S.
 DG1292'HIGHWAY 78 FROM THE SOUTHERN RAILWAY STATION AT TALLAPOOSA,
 DG1292'THENCE 4.35 MILES NORTH ALONG STATE HIGHWAY 100, THENCE 0.2 MILE
 DG1292'SOUTHWEST ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0816 ***********************************************************************
 EE0816  DESIGNATION -  B 197
 EE0816  PID         -  EE0816
 EE0816  STATE/COUNTY-  GA/POLK
 EE0816  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE0816
 EE0816                         *CURRENT SURVEY CONTROL
 EE0816  ___________________________________________________________________
 EE0816* NAD 83(1986)-  34 01 12.     (N)    085 22 18.     (W)     SCALED    
 EE0816* NAVD 88     -       249.183  (meters)     817.53   (feet)  ADJUSTED  
 EE0816  ___________________________________________________________________
 EE0816  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE0816  DYNAMIC HT  -         248.921 (meters)     816.67  (feet)  COMP
 EE0816  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 EE0816
 EE0816  VERT ORDER  -  SECOND    CLASS 0
 EE0816
 EE0816.The horizontal coordinates were scaled from a topographic map and have
 EE0816.an estimated accuracy of +/- 6 seconds.
 EE0816
 EE0816.The orthometric height was determined by differential leveling
 EE0816.and adjusted by the National Geodetic Survey in June 1991..
 EE0816
 EE0816.The geoid height was determined by GEOID03.
 EE0816
 EE0816.The dynamic height is computed by dividing the NAVD 88
 EE0816.geopotential number by the normal gravity value computed on the
 EE0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0816.degrees latitude (g = 980.6199 gals.).
 EE0816
 EE0816.The modeled gravity was interpolated from observed gravity values.
 EE0816
 EE0816;                    North         East    Units  Estimated Accuracy
 EE0816;SPC GA W     -   446,380.      588,710.      MT  (+/- 180 meters Scaled)
 EE0816
 EE0816                          SUPERSEDED SURVEY CONTROL
 EE0816
 EE0816  NGVD 29 (??/??/92)  249.111  (m)          817.29   (f) ADJ UNCH    2 0
 EE0816
 EE0816.Superseded values are not recommended for survey control.
 EE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0816.See file dsdata.txt to determine how the superseded data were derived.
 EE0816
 EE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC503655(NAD 83)
 EE0816_MARKER: DB = BENCH MARK DISK
 EE0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0816_SP_SET: CULVERT
 EE0816_STAMPING: B 197 1948
 EE0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0816
 EE0816  HISTORY     - Date     Condition        Report By
 EE0816  HISTORY     - 1948     MONUMENTED       CGS
 EE0816  HISTORY     - 1972     GOOD             NGS
 EE0816  HISTORY     - 1976     GOOD             LOCENG
 EE0816
 EE0816                          STATION DESCRIPTION
 EE0816
 EE0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0816'7.2 MI W FROM CEDARTOWN.
 EE0816'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL
 EE0816'AT CEDARTOWN, THENCE 0.1 MILE WEST ALONG WEST AVENUE, THENCE
 EE0816'1.0 MILE WEST ALONG STATE HIGHWAY 6, THENCE 5.95 MILES WEST
 EE0816'ALONG PRIOR STATION ROAD, ABOUT 0.5 MILE NORTHEAST ALONG THE
 EE0816'SOUTHERN RAILWAY FROM THE STATION SIGN AT THE SMALL COMMUNITY
 EE0816'OF PRIOR, 37 FEET WEST-SOUTHWEST OF A CROSSING OF THE ROAD AND
 EE0816'THE SOUTHERN RAILWAY, 15 FEET SOUTH-SOUTHWEST OF THE CENTER LINE
 EE0816'OF THE ROAD, 18 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL,
 EE0816'SET IN THE TOP AND 3.2 FEET EAST OF THE WEST END OF THE 11-FOOT,
 EE0816'NORTH SIDE, OF A V SHAPED CONCRETE HEADWALL FOR A 30-INCH
 EE0816'CONCRETE CULVERT, ABOUT LEVEL WITH THE TRACK, AND ABOUT 1 FOOT
 EE0816'BELOW THE LEVEL OF THE ROAD.
 EE0816
 EE0816                          STATION RECOVERY (1976)
 EE0816
 EE0816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 EE0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0385 ***********************************************************************
 BR0385  DESIGNATION -  B 198
 BR0385  PID         -  BR0385
 BR0385  STATE/COUNTY-  GA/MCINTOSH
 BR0385  USGS QUAD   -  EULONIA (1980)
 BR0385
 BR0385                         *CURRENT SURVEY CONTROL
 BR0385  ___________________________________________________________________
 BR0385* NAD 83(1986)-  31 30 31.     (N)    081 26 18.     (W)     SCALED    
 BR0385* NAVD 88     -         4.296  (meters)      14.09   (feet)  ADJUSTED  
 BR0385  ___________________________________________________________________
 BR0385  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 BR0385  DYNAMIC HT  -           4.291 (meters)      14.08  (feet)  COMP
 BR0385  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 BR0385
 BR0385  VERT ORDER  -  SECOND    CLASS 0
 BR0385
 BR0385.The horizontal coordinates were scaled from a topographic map and have
 BR0385.an estimated accuracy of +/- 6 seconds.
 BR0385
 BR0385.The orthometric height was determined by differential leveling
 BR0385.and adjusted by the National Geodetic Survey in June 1991..
 BR0385
 BR0385.The geoid height was determined by GEOID03.
 BR0385
 BR0385.The dynamic height is computed by dividing the NAVD 88
 BR0385.geopotential number by the normal gravity value computed on the
 BR0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0385.degrees latitude (g = 980.6199 gals.).
 BR0385
 BR0385.The modeled gravity was interpolated from observed gravity values.
 BR0385
 BR0385;                    North         East    Units  Estimated Accuracy
 BR0385;SPC GA E     -   167,470.      269,180.      MT  (+/- 180 meters Scaled)
 BR0385
 BR0385                          SUPERSEDED SURVEY CONTROL
 BR0385
 BR0385  NGVD 29 (??/??/92)    4.595  (m)           15.08   (f) ADJ UNCH    2 0
 BR0385
 BR0385.Superseded values are not recommended for survey control.
 BR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0385.See file dsdata.txt to determine how the superseded data were derived.
 BR0385
 BR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ583860(NAD 83)
 BR0385_MARKER: DB = BENCH MARK DISK
 BR0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0385_STAMPING: B 198 1952
 BR0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0385+STABILITY: SURFACE MOTION
 BR0385
 BR0385  HISTORY     - Date     Condition        Report By
 BR0385  HISTORY     - 1952     MONUMENTED       CGS
 BR0385  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0385
 BR0385                          STATION DESCRIPTION
 BR0385
 BR0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BR0385'1.2 MI S FROM EULONIA.
 BR0385'LOCATED 1.2 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION
 BR0385'WITH STATE HIGHWAY 99 AT EULONIA.  IN THE SOUTHWEST TRIANGLE
 BR0385'FORMED BY A DIRT ROAD WEST, 37.0 FEET WEST OF THE CENTERLINE OF
 BR0385'THE HIGHWAY, 33.0 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 BR0385'9.6 FEET SOUTHEAST OF A TELEPHONE POLE, 2.3 FEET EAST OF A
 BR0385'WITNESS POST.  SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 BR0385'MONUMENT PROJECTING 3 INCHES.
 BR0385
 BR0385                          STATION RECOVERY (1975)
 BR0385
 BR0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0044 ***********************************************************************
 BC0044  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0044  DESIGNATION -  B 199
 BC0044  PID         -  BC0044
 BC0044  STATE/COUNTY-  GA/CAMDEN
 BC0044  USGS QUAD   -  ST MARYS (1993)
 BC0044
 BC0044                         *CURRENT SURVEY CONTROL
 BC0044  ___________________________________________________________________
 BC0044* NAD 83(1986)-  30 43 38.     (N)    081 32 47.     (W)     SCALED    
 BC0044* NAVD 88     -         3.775  (meters)      12.39   (feet)  ADJUSTED  
 BC0044  ___________________________________________________________________
 BC0044  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0044  DYNAMIC HT  -           3.770 (meters)      12.37  (feet)  COMP
 BC0044  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BC0044
 BC0044  VERT ORDER  -  FIRST     CLASS I
 BC0044
 BC0044.The horizontal coordinates were scaled from a topographic map and have
 BC0044.an estimated accuracy of +/- 6 seconds.
 BC0044
 BC0044.The orthometric height was determined by differential leveling
 BC0044.and adjusted by the National Geodetic Survey in June 1991..
 BC0044
 BC0044.This Tidal Bench Mark is designated as VM 7073
 BC0044.by the Center for Operational Oceanographic Products and Services.
 BC0044
 BC0044.The geoid height was determined by GEOID03.
 BC0044
 BC0044.The dynamic height is computed by dividing the NAVD 88
 BC0044.geopotential number by the normal gravity value computed on the
 BC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0044.degrees latitude (g = 980.6199 gals.).
 BC0044
 BC0044.The modeled gravity was interpolated from observed gravity values.
 BC0044
 BC0044;                    North         East    Units  Estimated Accuracy
 BC0044;SPC GA E     -    80,780.      259,400.      MT  (+/- 180 meters Scaled)
 BC0044
 BC0044                          SUPERSEDED SURVEY CONTROL
 BC0044
 BC0044  NGVD 29 (09/01/92)    4.141  (m)           13.59   (f) ADJUSTED    1 1
 BC0044
 BC0044.Superseded values are not recommended for survey control.
 BC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0044.See file dsdata.txt to determine how the superseded data were derived.
 BC0044
 BC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476994(NAD 83)
 BC0044_MARKER: DB = BENCH MARK DISK
 BC0044_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BC0044_SP_SET: BRICK WALL
 BC0044_STAMPING: B 199 1961
 BC0044_MARK LOGO: CGS   
 BC0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BC0044+STABILITY: POSITION/ELEVATION WELL
 BC0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0044+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 BC0044
 BC0044  HISTORY     - Date     Condition        Report By
 BC0044  HISTORY     - 1961     MONUMENTED       CGS
 BC0044  HISTORY     - 1975     GOOD             NGS
 BC0044  HISTORY     - 1985     GOOD             FLDNR
 BC0044  HISTORY     - 20050212 GOOD             USPSQD
 BC0044
 BC0044                          STATION DESCRIPTION
 BC0044
 BC0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0044'AT ST MARYS.
 BC0044'0.5 MILE SOUTH ALAONG OSBORNE STREET FROM THE CROSSING OF THE
 BC0044'SEABOARD COAST LINE RAILROAD AT ST. MARYS, SET VERTICALLY IN THE
 BC0044'WEST FACE OF THE AUDITORIUM AT THE ST. MARYS ELEMENTARY SCHOOL,
 BC0044'145.0 FEET EAST OF THE CENTER LINE OF T JUNCTION OF OSBORNE AND
 BC0044'ALEXANDER STREETS, 1.9 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 BC0044'BUILDING, 2.1 FEET ABOVE GROUND.
 BC0044
 BC0044                          STATION RECOVERY (1985)
 BC0044
 BC0044'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0044'RECOVERED IN GOOD CONDITION.
 BC0044
 BC0044                          STATION RECOVERY (2005)
 BC0044
 BC0044'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0121 ***********************************************************************
 DG0121  DESIGNATION -  B 2
 DG0121  PID         -  DG0121
 DG0121  STATE/COUNTY-  GA/DE KALB
 DG0121  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0121
 DG0121                         *CURRENT SURVEY CONTROL
 DG0121  ___________________________________________________________________
 DG0121* NAD 83(1994)-  33 45 57.36221(N)    084 18 55.69594(W)     ADJUSTED  
 DG0121* NAVD 88     -       317.840  (meters)    1042.78   (feet)  ADJUSTED  
 DG0121  ___________________________________________________________________
 DG0121  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG0121  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0121  DYNAMIC HT  -         317.489 (meters)    1041.63  (feet)  COMP
 DG0121  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DG0121
 DG0121  HORZ ORDER  -  SECOND
 DG0121  VERT ORDER  -  FIRST     CLASS II
 DG0121
 DG0121.The horizontal coordinates were established by classical geodetic methods
 DG0121.and adjusted by the National Geodetic Survey in September 1997..
 DG0121
 DG0121.The orthometric height was determined by differential leveling
 DG0121.and adjusted by the National Geodetic Survey in June 1991..
 DG0121
 DG0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0121
 DG0121.The geoid height was determined by GEOID03.
 DG0121
 DG0121.The dynamic height is computed by dividing the NAVD 88
 DG0121.geopotential number by the normal gravity value computed on the
 DG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0121.degrees latitude (g = 980.6199 gals.).
 DG0121
 DG0121.The modeled gravity was interpolated from observed gravity values.
 DG0121
 DG0121;                    North         East     Units Scale Factor Converg.
 DG0121;SPC GA W     -   417,553.563   686,216.516   MT  0.99990234   -0 04 57.7
 DG0121;SPC GA W     - 1,369,923.65  2,251,362.02   sFT  0.99990234   -0 04 57.7
 DG0121;UTM  16      - 3,739,442.373   748,623.362   MT  1.00036210   +1 29 34.2
 DG0121
 DG0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0121!SPC GA W     -   0.99995474  x   0.99990234  =   0.99985708
 DG0121!UTM  16      -   0.99995474  x   1.00036210  =   1.00031682
 DG0121
 DG0121|---------------------------------------------------------------------|
 DG0121| PID    Reference Object                     Distance      Geod. Az  |
 DG0121|                                                           dddmmss.s |
 DG0121| DG0120 B 3                                 112.980 METERS 00954     |
 DG0121| CZ2743 B 2 RM 2                             57.875 METERS 01346     |
 DG0121| CZ2742 B 2 RM 1                             28.246 METERS 01346     |
 DG0121| DG0122 B 1                                 143.108 METERS 20746     |
 DG0121|---------------------------------------------------------------------|
 DG0121
 DG0121                          SUPERSEDED SURVEY CONTROL
 DG0121
 DG0121  NAD 83(1986)-  33 45 57.36694(N)    084 18 55.69633(W) AD(       ) 2
 DG0121  NAD 27      -  33 45 56.98929(N)    084 18 55.97268(W) AD(       ) 2
 DG0121  NGVD 29 (??/??/92)  317.766  (m)         1042.54   (f) ADJ UNCH    1 2
 DG0121
 DG0121.Superseded values are not recommended for survey control.
 DG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0121.See file dsdata.txt to determine how the superseded data were derived.
 DG0121
 DG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4862339442(NAD 83)
 DG0121_MARKER: DD = SURVEY DISK
 DG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0121_STAMPING: B 2
 DG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0121+STABILITY: SURFACE MOTION
 DG0121
 DG0121  HISTORY     - Date     Condition        Report By
 DG0121  HISTORY     - 1973     MONUMENTED       MARTA
 DG0121  HISTORY     - 1973     GOOD             NGS
 DG0121
 DG0121                          STATION DESCRIPTION
 DG0121
 DG0121'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0121'SET A STD. MARTA BRASS DISC IN CONCRETE ON THE EAST SIDE OF
 DG0121'S.C.L. R/R, 6.84 FT EAST OF EAST RAIL.  IT IS 400 FT + OR - SOUTH
 DG0121'OF EAST LAKE AVE. IN DITCH LINE.  TELEPHONE LINE IS 39.7 FT N. OF
 DG0121'MONUMENT.
 DG0121
 DG0121                          STATION RECOVERY (1973)
 DG0121
 DG0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0121'1.3 MI SW FROM DECATUR.
 DG0121'A STANDARD MARTA BRASS DISK SET ALONG THE EAST SIDE OF THE
 DG0121'SEABOARD COAST LINE RAILROAD SOUTH OF EAST LAKE ROAD.  ABOUT 1.3
 DG0121'MILES SOUTHWEST OF THE COURTHOUSE IN DECATUR, APPROXIMATELY 400
 DG0121'FEET SOUTH OF EAST LAKE ROAD, 40 FEET SOUTH OF A TELEPHONE LINE
 DG0121'RUNNING EAST-WEST ACROSS THE TRACKS, 6.8 FEET EAST OF THE EAST
 DG0121'RAIL.  THE DISK IS SET ATOP A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0076 ***********************************************************************
 DG0076  DESIGNATION -  B 20
 DG0076  PID         -  DG0076
 DG0076  STATE/COUNTY-  GA/DE KALB
 DG0076  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0076
 DG0076                         *CURRENT SURVEY CONTROL
 DG0076  ___________________________________________________________________
 DG0076* NAD 83(1994)-  33 48 14.00419(N)    084 18 19.58401(W)     ADJUSTED  
 DG0076* NAVD 88     -       277.137  (meters)     909.24   (feet)  ADJUSTED  
 DG0076  ___________________________________________________________________
 DG0076  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG0076  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0076  DYNAMIC HT  -         276.831 (meters)     908.24  (feet)  COMP
 DG0076  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG0076
 DG0076  HORZ ORDER  -  SECOND
 DG0076  VERT ORDER  -  FIRST     CLASS II
 DG0076
 DG0076.The horizontal coordinates were established by classical geodetic methods
 DG0076.and adjusted by the National Geodetic Survey in September 1997..
 DG0076
 DG0076.The orthometric height was determined by differential leveling
 DG0076.and adjusted by the National Geodetic Survey in June 1991..
 DG0076
 DG0076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0076
 DG0076.The geoid height was determined by GEOID03.
 DG0076
 DG0076.The dynamic height is computed by dividing the NAVD 88
 DG0076.geopotential number by the normal gravity value computed on the
 DG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0076.degrees latitude (g = 980.6199 gals.).
 DG0076
 DG0076.The modeled gravity was interpolated from observed gravity values.
 DG0076
 DG0076;                    North         East     Units Scale Factor Converg.
 DG0076;SPC GA W     -   421,761.885   687,151.348   MT  0.99990203   -0 04 37.9
 DG0076;SPC GA W     - 1,383,730.45  2,254,429.05   sFT  0.99990203   -0 04 37.9
 DG0076;UTM  16      - 3,743,676.776   749,442.454   MT  1.00036712   +1 29 59.6
 DG0076
 DG0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0076!SPC GA W     -   0.99996113  x   0.99990203  =   0.99986316
 DG0076!UTM  16      -   0.99996113  x   1.00036712  =   1.00032823
 DG0076
 DG0076|---------------------------------------------------------------------|
 DG0076| PID    Reference Object                     Distance      Geod. Az  |
 DG0076|                                                           dddmmss.s |
 DG0076| DG0078 B 21                                171.129 METERS 02649     |
 DG0076| DG2757 CLAIR                               APPROX. 0.6 KM 1830732.1 |
 DG0076| DG0074 B 19                                290.849 METERS 18751     |
 DG0076| CZ2745 B 20 RM 2                            44.361 METERS 19510     |
 DG0076| CZ2744 B 20 RM 1                            25.637 METERS 19510     |
 DG0076| DG0077 HOLCOMBE                             21.675 METERS 21450     |
 DG0076|---------------------------------------------------------------------|
 DG0076
 DG0076                          SUPERSEDED SURVEY CONTROL
 DG0076
 DG0076  NAD 83(1986)-  33 48 14.00861(N)    084 18 19.58429(W) AD(       ) 2
 DG0076  NAD 27      -  33 48 13.63764(N)    084 18 19.86179(W) AD(       ) 2
 DG0076  NGVD 29 (??/??/92)  277.058  (m)          908.98   (f) ADJ UNCH    1 2
 DG0076
 DG0076.Superseded values are not recommended for survey control.
 DG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0076.See file dsdata.txt to determine how the superseded data were derived.
 DG0076
 DG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4944243677(NAD 83)
 DG0076_MARKER: DD = SURVEY DISK
 DG0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0076_STAMPING: B 20
 DG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0076+STABILITY: SURFACE MOTION
 DG0076
 DG0076  HISTORY     - Date     Condition        Report By
 DG0076  HISTORY     - 1973     MONUMENTED       MARTA
 DG0076  HISTORY     - 1973     GOOD             NGS
 DG0076
 DG0076                          STATION DESCRIPTION
 DG0076
 DG0076'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0076'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON WEST SIDE OF
 DG0076'S.C.L. R/R, 8.2 FT WEST OF WEST RAIL, 253.5 FT SOUTH OF MILE POST
 DG0076'567 AND 45.6 FT N.E. OF TELEGRAPH POLE.
 DG0076
 DG0076                          STATION RECOVERY (1973)
 DG0076
 DG0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0076'2 MI NNW FROM DECATUR.
 DG0076'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE SEABOARD
 DG0076'COAST LINE RAILROAD TRACKS ABOUT 2.8 MILES NORTHEAST OF W.
 DG0076'HOWARD AVE. MEASURED ALONG THE TRACKS, APPROXIMATELY 2300 FEET
 DG0076'NORTH OF THE CLAIRMONT ROAD UNDERPASS, 253.5 FEET SOUTH OF
 DG0076'MILEPOST 567, 45.5 FEET NORTHEAST OF A TELEPHONE POLE 71.5 FEET
 DG0076'NORTHEAST OF THE U.S.C AND GS MARK HOLCOMBE DESCRIBED IN QUAD
 DG0076'330841, 8.2 FEET WEST OF THE WEST RAIL.  THE DISK IS SET ATOP A
 DG0076'POURED CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0358 ***********************************************************************
 CM0358  DESIGNATION -  B 200
 CM0358  PID         -  CM0358
 CM0358  STATE/COUNTY-  GA/MUSCOGEE
 CM0358  USGS QUAD   -  COLUMBUS (1983)
 CM0358
 CM0358                         *CURRENT SURVEY CONTROL
 CM0358  ___________________________________________________________________
 CM0358* NAD 83(1986)-  32 28 09.     (N)    084 59 25.     (W)     SCALED    
 CM0358* NAVD 88     -        75.900  (meters)     249.02   (feet)  ADJUSTED  
 CM0358  ___________________________________________________________________
 CM0358  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CM0358  DYNAMIC HT  -          75.814 (meters)     248.73  (feet)  COMP
 CM0358  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CM0358  OBS GRAVITY -     979,507.3   (mgal)                       GRAV_OBS
 CM0358
 CM0358  VERT ORDER  -  FIRST     CLASS I
 CM0358
 CM0358.The horizontal coordinates were scaled from a topographic map and have
 CM0358.an estimated accuracy of +/- 6 seconds.
 CM0358
 CM0358.The orthometric height was determined by differential leveling
 CM0358.and adjusted by the National Geodetic Survey in June 1991..
 CM0358
 CM0358.The geoid height was determined by GEOID03.
 CM0358
 CM0358.The dynamic height is computed by dividing the NAVD 88
 CM0358.geopotential number by the normal gravity value computed on the
 CM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0358.degrees latitude (g = 980.6199 gals.).
 CM0358
 CM0358.The modeled gravity was interpolated from observed gravity values.
 CM0358.The observed gravity was obtained from relative gravimeter ties
 CM0358.to the IGSN71 gravity network.
 CM0358
 CM0358;                    North         East    Units  Estimated Accuracy
 CM0358;SPC GA W     -   274,040.      622,580.      MT  (+/- 180 meters Scaled)
 CM0358
 CM0358                          SUPERSEDED SURVEY CONTROL
 CM0358
 CM0358  NGVD 29 (??/??/92)   75.931  (m)          249.12   (f) ADJ UNCH    1 1
 CM0358
 CM0358.Superseded values are not recommended for survey control.
 CM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0358.See file dsdata.txt to determine how the superseded data were derived.
 CM0358
 CM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA888942(NAD 83)
 CM0358_MARKER: DB = BENCH MARK DISK
 CM0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0358_SP_SET: BUILDING
 CM0358_STAMPING: B 200 1952
 CM0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0358
 CM0358  HISTORY     - Date     Condition        Report By
 CM0358  HISTORY     - 1952     MONUMENTED       CGS
 CM0358  HISTORY     - 1973     GOOD             NGS
 CM0358
 CM0358                          STATION DESCRIPTION
 CM0358
 CM0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0358'0.4 MI W FROM COLUMBUS.
 CM0358'ABOUT 0.35 MILE WEST ALONG 12TH STREET FROM THE UNION STATION AND
 CM0358'THE INTERSECTION OF 12TH STREET AND 6TH AVENUE AT COLUMBUS, AT THE
 CM0358'INTERSECTION OF 12TH STREET AND 6TH AVENUE, AT THE POST OFFICE
 CM0358'BUILDING, SET IN THE TOP OF A HORIZONTAL LEDGE ON THE NORTH SIDE
 CM0358'OF THE BUILDING, 8 FEET EAST OF THE EAST EDGE OF THE EAST DOOR AT
 CM0358'THE NORTH ENTRANCE TO THE BUILDING, AND ABOUT 4 FEET ABOVE THE
 CM0358'LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1621 ***********************************************************************
 BE1621  DESIGNATION -  B 201
 BE1621  PID         -  BE1621
 BE1621  STATE/COUNTY-  GA/SEMINOLE
 BE1621  USGS QUAD   -  DESSER (1993)
 BE1621
 BE1621                         *CURRENT SURVEY CONTROL
 BE1621  ___________________________________________________________________
 BE1621* NAD 83(1986)-  30 53 09.     (N)    084 50 13.     (W)     SCALED    
 BE1621* NAVD 88     -        34.002  (meters)     111.55   (feet)  ADJUSTED  
 BE1621  ___________________________________________________________________
 BE1621  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BE1621  DYNAMIC HT  -          33.959 (meters)     111.41  (feet)  COMP
 BE1621  MODELED GRAV-     979,369.1   (mgal)                       NAVD 88
 BE1621
 BE1621  VERT ORDER  -  SECOND    CLASS 0
 BE1621
 BE1621.The horizontal coordinates were scaled from a topographic map and have
 BE1621.an estimated accuracy of +/- 6 seconds.
 BE1621
 BE1621.The orthometric height was determined by differential leveling
 BE1621.and adjusted by the National Geodetic Survey in June 1991..
 BE1621
 BE1621.The geoid height was determined by GEOID03.
 BE1621
 BE1621.The dynamic height is computed by dividing the NAVD 88
 BE1621.geopotential number by the normal gravity value computed on the
 BE1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1621.degrees latitude (g = 980.6199 gals.).
 BE1621
 BE1621.The modeled gravity was interpolated from observed gravity values.
 BE1621
 BE1621;                    North         East    Units  Estimated Accuracy
 BE1621;SPC GA W     -    98,390.      635,920.      MT  (+/- 180 meters Scaled)
 BE1621
 BE1621                          SUPERSEDED SURVEY CONTROL
 BE1621
 BE1621  NGVD 29 (??/??/92)   34.133  (m)          111.98   (f) ADJ UNCH    2 0
 BE1621
 BE1621.Superseded values are not recommended for survey control.
 BE1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1621.See file dsdata.txt to determine how the superseded data were derived.
 BE1621
 BE1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV067189(NAD 83)
 BE1621_MARKER: DB = BENCH MARK DISK
 BE1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1621_STAMPING: B 201 1952
 BE1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1621+STABILITY: SURFACE MOTION
 BE1621
 BE1621  HISTORY     - Date     Condition        Report By
 BE1621  HISTORY     - 1952     MONUMENTED       CGS
 BE1621
 BE1621                          STATION DESCRIPTION
 BE1621
 BE1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE1621'1.6 MI E FROM DESSER.
 BE1621'ABOUT 1.6 MILES EAST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1621'AND SALEM CHURCH AND CEMETERY AT DESSER, ABOUT 0.95 MILE EAST
 BE1621'OF A CROSSROAD, ABOUT 0.3 MILE EAST OF A ROAD SOUTH, 35 FEET
 BE1621'NORTH OF CENTER LINE OF ROAD, 116 FEET NORTHEAST AND ACROSS
 BE1621'ROAD FROM A POWER POLE FROM WHICH LINE CROSSES ROAD TO THE WEST,
 BE1621'1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 BE1621'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 BE1621'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0383 ***********************************************************************
 BT0383  DESIGNATION -  B 202
 BT0383  PID         -  BT0383
 BT0383  STATE/COUNTY-  GA/SEMINOLE
 BT0383  USGS QUAD   -  DONALSONVILLE WEST (1974)
 BT0383
 BT0383                         *CURRENT SURVEY CONTROL
 BT0383  ___________________________________________________________________
 BT0383* NAD 83(1986)-  31 01 55.     (N)    084 52 49.     (W)     SCALED    
 BT0383* NAVD 88     -        45.652  (meters)     149.78   (feet)  ADJUSTED  
 BT0383  ___________________________________________________________________
 BT0383  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BT0383  DYNAMIC HT  -          45.594 (meters)     149.59  (feet)  COMP
 BT0383  MODELED GRAV-     979,384.5   (mgal)                       NAVD 88
 BT0383
 BT0383  VERT ORDER  -  SECOND    CLASS 0
 BT0383
 BT0383.The horizontal coordinates were scaled from a topographic map and have
 BT0383.an estimated accuracy of +/- 6 seconds.
 BT0383
 BT0383.The orthometric height was determined by differential leveling
 BT0383.and adjusted by the National Geodetic Survey in June 1991..
 BT0383
 BT0383.The geoid height was determined by GEOID03.
 BT0383
 BT0383.The dynamic height is computed by dividing the NAVD 88
 BT0383.geopotential number by the normal gravity value computed on the
 BT0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0383.degrees latitude (g = 980.6199 gals.).
 BT0383
 BT0383.The modeled gravity was interpolated from observed gravity values.
 BT0383
 BT0383;                    North         East    Units  Estimated Accuracy
 BT0383;SPC GA W     -   114,610.      631,880.      MT  (+/- 180 meters Scaled)
 BT0383
 BT0383                          SUPERSEDED SURVEY CONTROL
 BT0383
 BT0383  NGVD 29 (??/??/92)   45.772  (m)          150.17   (f) ADJ UNCH    2 0
 BT0383
 BT0383.Superseded values are not recommended for survey control.
 BT0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0383.See file dsdata.txt to determine how the superseded data were derived.
 BT0383
 BT0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV023350(NAD 83)
 BT0383_MARKER: DB = BENCH MARK DISK
 BT0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0383_SP_SET: BUILDING
 BT0383_STAMPING: B 202 1952
 BT0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0383
 BT0383  HISTORY     - Date     Condition        Report By
 BT0383  HISTORY     - 1952     MONUMENTED       CGS
 BT0383  HISTORY     - 1970     GOOD             NGS
 BT0383
 BT0383                          STATION DESCRIPTION
 BT0383
 BT0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BT0383'0.6 MI S FROM DONALSONVILLE.
 BT0383'AT DONALSONVILLE, ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 91
 BT0383'FROM THE INTERSECTION OF U.S. HIGHWAY 84, SET VERTICALLY IN THE EAST
 BT0383'FACE AT THE SOUTHEAST CORNER OF SEMINOLE COUNTY HIGH SCHOOL,
 BT0383'4 FEET NORTH OF THE SOUTHEAST CORNER AND 1 1/2 FEET ABOVE THE GROUND.
 BT0383'DUE TO LOCATION OF MARK, NO WITNESS POST WAS SET AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0382 ***********************************************************************
 BT0382  DESIGNATION -  B 202 X
 BT0382  PID         -  BT0382
 BT0382  STATE/COUNTY-  GA/SEMINOLE
 BT0382  USGS QUAD   -  DONALSONVILLE WEST (1974)
 BT0382
 BT0382                         *CURRENT SURVEY CONTROL
 BT0382  ___________________________________________________________________
 BT0382* NAD 83(1986)-  31 01 29.     (N)    084 53 35.     (W)     SCALED    
 BT0382* NAVD 88     -        40.898  (meters)     134.18   (feet)  ADJUSTED  
 BT0382  ___________________________________________________________________
 BT0382  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BT0382  DYNAMIC HT  -          40.847 (meters)     134.01  (feet)  COMP
 BT0382  MODELED GRAV-     979,381.9   (mgal)                       NAVD 88
 BT0382
 BT0382  VERT ORDER  -  SECOND    CLASS 0
 BT0382
 BT0382.The horizontal coordinates were scaled from a topographic map and have
 BT0382.an estimated accuracy of +/- 6 seconds.
 BT0382
 BT0382.The orthometric height was determined by differential leveling
 BT0382.and adjusted by the National Geodetic Survey in June 1991..
 BT0382
 BT0382.The geoid height was determined by GEOID03.
 BT0382
 BT0382.The dynamic height is computed by dividing the NAVD 88
 BT0382.geopotential number by the normal gravity value computed on the
 BT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0382.degrees latitude (g = 980.6199 gals.).
 BT0382
 BT0382.The modeled gravity was interpolated from observed gravity values.
 BT0382
 BT0382;                    North         East    Units  Estimated Accuracy
 BT0382;SPC GA W     -   113,820.      630,650.      MT  (+/- 180 meters Scaled)
 BT0382
 BT0382                          SUPERSEDED SURVEY CONTROL
 BT0382
 BT0382  NGVD 29 (??/??/92)   41.020  (m)          134.58   (f) ADJ UNCH    2 0
 BT0382
 BT0382.Superseded values are not recommended for survey control.
 BT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0382.See file dsdata.txt to determine how the superseded data were derived.
 BT0382
 BT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV011342(NAD 83)
 BT0382_MARKER: DB = BENCH MARK DISK
 BT0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0382_SP_SET: CULVERT
 BT0382_STAMPING: B 202 X 1953
 BT0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0382
 BT0382  HISTORY     - Date     Condition        Report By
 BT0382  HISTORY     - 1953     MONUMENTED       CGS
 BT0382
 BT0382                          STATION DESCRIPTION
 BT0382
 BT0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0382'1 MI SW FROM DONALSONVILLE.
 BT0382'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 91 FROM THE HIGH
 BT0382'SCHOOL AT DONALSONVILLE, ABOUT 0.1 MILE NORTHEAST OF ENTRANCE TO
 BT0382'A DRIVE-IN THEATRE, IN THE TOP OF THE NORTHEAST END OF THE
 BT0382'NORTHWEST HEAD WALL OF A 20-FOOT BOX CULVERT, 21 FEET NORTHWEST OF
 BT0382'CENTER LINE OF HIGHWAY, 1 FOOT SOUTHWEST OF NORTHEAST END OF
 BT0382'HEAD WALL AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1242 ***********************************************************************
 BE1242  DESIGNATION -  B 203 RESET 1966
 BE1242  PID         -  BE1242
 BE1242  STATE/COUNTY-  GA/DECATUR
 BE1242  USGS QUAD   -  FACEVILLE (1974)
 BE1242
 BE1242                         *CURRENT SURVEY CONTROL
 BE1242  ___________________________________________________________________
 BE1242* NAD 83(1986)-  30 51 38.     (N)    084 39 33.     (W)     SCALED    
 BE1242* NAVD 88     -        36.20   (meters)     118.8    (feet)  RESET     
 BE1242  ___________________________________________________________________
 BE1242  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BE1242
 BE1242  VERT ORDER  -  THIRD
 BE1242
 BE1242.The horizontal coordinates were scaled from a topographic map and have
 BE1242.an estimated accuracy of +/- 6 seconds.
 BE1242
 BE1242.The orthometric height was computed from unverified reset data.
 BE1242
 BE1242.The geoid height was determined by GEOID03.
 BE1242
 BE1242;                    North         East    Units  Estimated Accuracy
 BE1242;SPC GA W     -    95,500.      652,900.      MT  (+/- 180 meters Scaled)
 BE1242
 BE1242                          SUPERSEDED SURVEY CONTROL
 BE1242
 BE1242.No superseded survey control is available for this station.
 BE1242
 BE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV238164(NAD 83)
 BE1242_MARKER: DB = BENCH MARK DISK
 BE1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1242_STAMPING: B 203 1953 RESET 1966 ROW
 BE1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1242+STABILITY: SURFACE MOTION
 BE1242
 BE1242  HISTORY     - Date     Condition        Report By
 BE1242  HISTORY     - 1966     MONUMENTED       CGS
 BE1242
 BE1242                          STATION DESCRIPTION
 BE1242
 BE1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BE1242'5.9 MI SW FROM BAINBRIDGE.
 BE1242'0.3 MILE NW ALONG 4-LANE NO. 84 U.S. HWY. FROM BRIDGE OVER
 BE1242'FLINT RIVER (0.8 MILE AIR LINE W OF COURTHOUSE IN BAINBRIDGE)
 BE1242'EXIT RIGHT AND TURN LEFT, THENCE 2.8 MILES SOUTHWESTERLY ALONG
 BE1242'SPRING CREEK ROAD OR NO. 253 GEORGIA HWY. AND TAKE LEFT FORK,
 BE1242'AND THENCE 2.4 MILES SOUTHWESTERLY ALONG TEN-MILE STILL ROAD
 BE1242'TO ASYMMETRICAL CROSSROADS AND THE MARK IN SW ANGLE OF SAME,
 BE1242'52 FEET SW OF CENTER LINE OF ONE ROAD, 50 FEET W OF CENTER
 BE1242'LINE OF THE OTHER EVEN NOW PAVED ROAD TO HALES LANDING, ABOUT
 BE1242'7.5 FEET HIGHER THAN SAME, 128-1/2 FEET SW OF NO. A 203 RESET
 BE1242'1966 (U.S.E.) BENCH MARK, ON A SHARP LITTLE RIDGE BETWEEN A
 BE1242'DITCH AND THE N-S ROAD, AND PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0007 ***********************************************************************
 BR0007  DESIGNATION -  B 206
 BR0007  PID         -  BR0007
 BR0007  STATE/COUNTY-  GA/GLYNN
 BR0007  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0007
 BR0007                         *CURRENT SURVEY CONTROL
 BR0007  ___________________________________________________________________
 BR0007* NAD 83(1986)-  31 14 01.     (N)    081 29 22.     (W)     SCALED    
 BR0007* NAVD 88     -         3.873  (meters)      12.71   (feet)  ADJUSTED  
 BR0007  ___________________________________________________________________
 BR0007  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 BR0007  DYNAMIC HT  -           3.869 (meters)      12.69  (feet)  COMP
 BR0007  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BR0007
 BR0007  VERT ORDER  -  SECOND    CLASS 0
 BR0007
 BR0007.This mark is at Glynco Jetport  (BQK)
 BR0007
 BR0007.The horizontal coordinates were scaled from a topographic map and have
 BR0007.an estimated accuracy of +/- 6 seconds.
 BR0007
 BR0007.The orthometric height was determined by differential leveling
 BR0007.and adjusted by the National Geodetic Survey in June 1991..
 BR0007
 BR0007.The geoid height was determined by GEOID03.
 BR0007
 BR0007.The dynamic height is computed by dividing the NAVD 88
 BR0007.geopotential number by the normal gravity value computed on the
 BR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0007.degrees latitude (g = 980.6199 gals.).
 BR0007
 BR0007.The modeled gravity was interpolated from observed gravity values.
 BR0007
 BR0007;                    North         East    Units  Estimated Accuracy
 BR0007;SPC GA E     -   136,950.      264,510.      MT  (+/- 180 meters Scaled)
 BR0007
 BR0007                          SUPERSEDED SURVEY CONTROL
 BR0007
 BR0007  NGVD 29 (??/??/92)    4.176  (m)           13.70   (f) ADJ UNCH    2 0
 BR0007
 BR0007.Superseded values are not recommended for survey control.
 BR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0007.See file dsdata.txt to determine how the superseded data were derived.
 BR0007
 BR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ533555(NAD 83)
 BR0007_MARKER: DB = BENCH MARK DISK
 BR0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0007_STAMPING: B 206 1952
 BR0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0007+STABILITY: SURFACE MOTION
 BR0007
 BR0007  HISTORY     - Date     Condition        Report By
 BR0007  HISTORY     - 1952     MONUMENTED       CGS
 BR0007  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0007
 BR0007                          STATION DESCRIPTION
 BR0007
 BR0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BR0007'6 MI N FROM BRUNSWICK.
 BR0007'LOCATED NEAR THE SOUTHWEST CORNER OF THE GLYNCO NAVAL AIR STATION
 BR0007'RESERVATION, 44.5 FT. NORTH OF GATE 9, 22.0 FEET WEST OF THE
 BR0007'CENTERLINE OF A N-S ROAD, 12.0 FT. NORTH OF THE CENTERLINE OF AN
 BR0007'E-W ROAD, AND 7.0 FT WEST OF THE WEST RAIL OF RAILROAD.
 BR0007'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 5
 BR0007'INCHES.  TO REACH FROM THE MAIN GATE NAS, PROCEED WEST ALONG BLACK
 BR0007'TOP ROAD 1.0 MILE TO HANGER NO.1, THENCE LEFT ON BLACK TOP ROAD
 BR0007'FOR 0.7 MILE TO TRASH DUMP, THENCE RIGHT ON DIRT ROAD THROUGH
 BR0007'TRASH DUMP AND ALONGSIDE RAILROAD FOR 0.4 MILE TO T ROAD
 BR0007'INTERSECTION, GATE 9, AND THE STATION.
 BR0007
 BR0007                          STATION RECOVERY (1975)
 BR0007
 BR0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0535 ***********************************************************************
 BR0535  DESIGNATION -  B 207
 BR0535  PID         -  BR0535
 BR0535  STATE/COUNTY-  GA/LIBERTY
 BR0535  USGS QUAD   -  LIMERICK NW (1973)
 BR0535
 BR0535                         *CURRENT SURVEY CONTROL
 BR0535  ___________________________________________________________________
 BR0535* NAD 83(1986)-  31 53 45.     (N)    081 23 51.     (W)     SCALED    
 BR0535* NAVD 88     -         4.069  (meters)      13.35   (feet)  ADJUSTED  
 BR0535  ___________________________________________________________________
 BR0535  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 BR0535  DYNAMIC HT  -           4.064 (meters)      13.33  (feet)  COMP
 BR0535  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 BR0535
 BR0535  VERT ORDER  -  FIRST     CLASS II
 BR0535
 BR0535.The horizontal coordinates were scaled from a topographic map and have
 BR0535.an estimated accuracy of +/- 6 seconds.
 BR0535
 BR0535.The orthometric height was determined by differential leveling
 BR0535.and adjusted by the National Geodetic Survey in June 1991..
 BR0535
 BR0535.The geoid height was determined by GEOID03.
 BR0535
 BR0535.The dynamic height is computed by dividing the NAVD 88
 BR0535.geopotential number by the normal gravity value computed on the
 BR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0535.degrees latitude (g = 980.6199 gals.).
 BR0535
 BR0535.The modeled gravity was interpolated from observed gravity values.
 BR0535
 BR0535;                    North         East    Units  Estimated Accuracy
 BR0535;SPC GA E     -   210,430.      272,760.      MT  (+/- 180 meters Scaled)
 BR0535
 BR0535                          SUPERSEDED SURVEY CONTROL
 BR0535
 BR0535  NGVD 29 (??/??/92)    4.359  (m)           14.30   (f) ADJ UNCH    1 2
 BR0535
 BR0535.Superseded values are not recommended for survey control.
 BR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0535.See file dsdata.txt to determine how the superseded data were derived.
 BR0535
 BR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR624289(NAD 83)
 BR0535_MARKER: DB = BENCH MARK DISK
 BR0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0535_STAMPING: B 270 1955
 BR0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0535+STABILITY: SURFACE MOTION
 BR0535
 BR0535  HISTORY     - Date     Condition        Report By
 BR0535  HISTORY     - 1955     MONUMENTED       CGS
 BR0535  HISTORY     - 1958     GOOD             NGS
 BR0535
 BR0535                          STATION DESCRIPTION
 BR0535
 BR0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BR0535'2.1 MI NE FROM FLEMING.
 BR0535'ABOUT 2.1 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BR0535'FROM THE ROAD CROSSING AND STATION SIGN AT FLEMING, ABOUT 392
 BR0535'YARDS SOUTHWEST OF MILE POST S 22 - 513, ABOUT 570 YARDS
 BR0535'SOUTHWEST OF SOUTHWEST END OF A TRESTLE OVER A CREEK AND THE
 BR0535'LIBERTY-BRYAN COUNTY LINE, 118 YARDS SOUTHWEST OF A 5-FOOT
 BR0535'CONCRETE PIPE CULVERT UNDER TRACK, ABOUT 132 YARDS SOUTHWEST OF
 BR0535'SEMAPHORE SIGNALS NO. 5129 AND 5130, ABOUT 45 YARDS SOUTHWEST
 BR0535'OF SOUTHWEST END OF A SWAMPY AREA, 99 1/2 FEET NORTHWEST OF
 BR0535'NORTHWEST RAIL OF NORTHWEST TRACK, 100 FEET WEST-SOUTHWEST
 BR0535'OF TELEPHONE POLE NO. 1005, 46 FEET NORTH OF TELEPHONE POLE
 BR0535'NO. 1006, 2 FEET NORTH-EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BR0535'5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 BR0535'CONCRETE POST PROJECTING 3 INCHES.
 BR0535
 BR0535                          STATION RECOVERY (1958)
 BR0535
 BR0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BR0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0315 ***********************************************************************
 CK0315  DESIGNATION -  B 208
 CK0315  PID         -  CK0315
 CK0315  STATE/COUNTY-  GA/CHATHAM
 CK0315  USGS QUAD   -  GARDEN CITY (1980)
 CK0315
 CK0315                         *CURRENT SURVEY CONTROL
 CK0315  ___________________________________________________________________
 CK0315* NAD 83(1986)-  32 02 52.     (N)    081 10 03.     (W)     SCALED    
 CK0315* NAVD 88     -         3.479  (meters)      11.41   (feet)  POSTED    
 CK0315  ___________________________________________________________________
 CK0315  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK0315  DYNAMIC HT  -           3.470 (meters)      11.38  (feet)  COMP
 CK0315  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CK0315
 CK0315  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CK0315
 CK0315.The horizontal coordinates were scaled from a topographic map and have
 CK0315.an estimated accuracy of +/- 6 seconds.
 CK0315
 CK0315.The orthometric height was determined by differential leveling
 CK0315.and adjusted by the National Geodetic Survey in 1992..
 CK0315.No vertical observational check was made to the station.
 CK0315.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CK0315.was located on a no-check spur therefore a value was not computed.
 CK0315
 CK0315.The geoid height was determined by GEOID03.
 CK0315
 CK0315.The dynamic height is computed by dividing the NAVD 88
 CK0315.geopotential number by the normal gravity value computed on the
 CK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0315.degrees latitude (g = 980.6199 gals.).
 CK0315
 CK0315.The modeled gravity was interpolated from observed gravity values.
 CK0315
 CK0315;                    North         East    Units  Estimated Accuracy
 CK0315;SPC GA E     -   227,450.      294,360.      MT  (+/- 180 meters Scaled)
 CK0315
 CK0315                          SUPERSEDED SURVEY CONTROL
 CK0315
 CK0315  NGVD 29 (??/??/92)    3.754  (m)           12.32   (f) ADJ UNCH    1 2
 CK0315
 CK0315.Superseded values are not recommended for survey control.
 CK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0315.See file dsdata.txt to determine how the superseded data were derived.
 CK0315
 CK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR841457(NAD 83)
 CK0315_MARKER: B = BOLT
 CK0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0315_SP_SET: CULVERT
 CK0315_STAMPING: B 208 1955
 CK0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0315
 CK0315  HISTORY     - Date     Condition        Report By
 CK0315  HISTORY     - UNK      MONUMENTED       RBNF
 CK0315  HISTORY     - 1955     GOOD             NGS
 CK0315  HISTORY     - 1989     GOOD             USPSQD
 CK0315
 CK0315                          STATION DESCRIPTION
 CK0315
 CK0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0315'4.6 MI SW FROM SAVANNAH.
 CK0315'ABOUT 3.85 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CK0315'FROM THE UNION STATION AT SAVANNAH, THENCE ABOUT 0.7 MILE WEST
 CK0315'ALONG U.S. HIGHWAY 17, ABOUT 0.7 MILE EAST OF ENTRANCE TO SCOTT
 CK0315'FIELD, IN THE TOP AND CENTER OF THE NORTH CONCRETE HEAD WALL OF
 CK0315'A 24-INCH PIPE CULVERT UNDER HIGHWAY, 30 FEET NORTH OF CENTER
 CK0315'LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 CK0315'NOTE-- THE BOLT WAS FOUND AND STAMPED BY THIS PARTY.
 CK0315
 CK0315                          STATION RECOVERY (1989)
 CK0315
 CK0315'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0078 ***********************************************************************
 DG0078  DESIGNATION -  B 21
 DG0078  PID         -  DG0078
 DG0078  STATE/COUNTY-  GA/DE KALB
 DG0078  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0078
 DG0078                         *CURRENT SURVEY CONTROL
 DG0078  ___________________________________________________________________
 DG0078* NAD 83(1994)-  33 48 18.96091(N)    084 18 16.58211(W)     ADJUSTED  
 DG0078* NAVD 88     -       278.166  (meters)     912.62   (feet)  ADJUSTED  
 DG0078  ___________________________________________________________________
 DG0078  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DG0078  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0078  DYNAMIC HT  -         277.858 (meters)     911.61  (feet)  COMP
 DG0078  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DG0078
 DG0078  HORZ ORDER  -  SECOND
 DG0078  VERT ORDER  -  FIRST     CLASS II
 DG0078
 DG0078.The horizontal coordinates were established by classical geodetic methods
 DG0078.and adjusted by the National Geodetic Survey in September 1997..
 DG0078
 DG0078.The orthometric height was determined by differential leveling
 DG0078.and adjusted by the National Geodetic Survey in June 1991..
 DG0078
 DG0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0078
 DG0078.The geoid height was determined by GEOID03.
 DG0078
 DG0078.The dynamic height is computed by dividing the NAVD 88
 DG0078.geopotential number by the normal gravity value computed on the
 DG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0078.degrees latitude (g = 980.6199 gals.).
 DG0078
 DG0078.The modeled gravity was interpolated from observed gravity values.
 DG0078
 DG0078;                    North         East     Units Scale Factor Converg.
 DG0078;SPC GA W     -   421,914.487   687,228.758   MT  0.99990201   -0 04 36.3
 DG0078;SPC GA W     - 1,384,231.11  2,254,683.02   sFT  0.99990201   -0 04 36.3
 DG0078;UTM  16      - 3,743,831.522   749,515.668   MT  1.00036758   +1 30 01.5
 DG0078
 DG0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0078!SPC GA W     -   0.99996097  x   0.99990201  =   0.99986298
 DG0078!UTM  16      -   0.99996097  x   1.00036758  =   1.00032853
 DG0078
 DG0078|---------------------------------------------------------------------|
 DG0078| PID    Reference Object                     Distance      Geod. Az  |
 DG0078|                                                           dddmmss.s |
 DG0078| DG0079 B 22                                277.305 METERS 04255     |
 DG0078| DG0076 B 20                                171.129 METERS 20649     |
 DG0078| CZ2747 B 21 RM 2                            51.584 METERS 20725     |
 DG0078| CZ2746 B 21 RM 1                            22.823 METERS 20725     |
 DG0078|---------------------------------------------------------------------|
 DG0078
 DG0078                          SUPERSEDED SURVEY CONTROL
 DG0078
 DG0078  NAD 83(1986)-  33 48 18.96547(N)    084 18 16.58227(W) AD(       ) 2
 DG0078  NAD 27      -  33 48 18.59438(N)    084 18 16.85999(W) AD(       ) 2
 DG0078  NGVD 29 (??/??/92)  278.086  (m)          912.35   (f) ADJ UNCH    1 2
 DG0078
 DG0078.Superseded values are not recommended for survey control.
 DG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0078.See file dsdata.txt to determine how the superseded data were derived.
 DG0078
 DG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4951643832(NAD 83)
 DG0078_MARKER: DD = SURVEY DISK
 DG0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0078_STAMPING: B 21
 DG0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0078+STABILITY: SURFACE MOTION
 DG0078
 DG0078  HISTORY     - Date     Condition        Report By
 DG0078  HISTORY     - 1973     MONUMENTED       MARTA
 DG0078  HISTORY     - 1973     GOOD             NGS
 DG0078
 DG0078                          STATION DESCRIPTION
 DG0078
 DG0078'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0078'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT IN SHOULDER ON THE
 DG0078'WEST SIDE OF S.C.L. R/R, 36.6 FT WEST OF WEST RAIL, 110 FT + OR -
 DG0078'N.W. OF EXTENDED CENTERLINE OF MC CONNELL DR., 60 FT NW OF
 DG0078'TELEGRAPH POLE AND 45.5 FT SW OF TELEGRAPH POLE.
 DG0078
 DG0078                          STATION RECOVERY (1973)
 DG0078
 DG0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0078'2.1 MI NNW FROM DECATUR.
 DG0078'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0078'SEABOARD COAST LINE RAILROAD ABOUT 2.9 MILES NORTHEAST OF W.
 DG0078'HOWARD AVE. MEASURED ALONG THE TRACKS, APPROXIMATELY 305 FEET
 DG0078'NORTHEAST OF MILEPOST 567, APPROXIMATELY 110 FEET NORTHEAST OF
 DG0078'THE EXTENDED CENTERLINE OF MC CONNELL DR., 60 FEET NORTHEAST OF A
 DG0078'POWER POLE, 45.5 FEET SOUTHWEST OF ANOTHER POWER POLE, 36.6 FEET
 DG0078'WEST OF THE WEST RAIL.  THE DISK IS ATOP A POURED CONCRETE POST
 DG0078'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0170 ***********************************************************************
 CK0170  DESIGNATION -  B 210
 CK0170  PID         -  CK0170
 CK0170  STATE/COUNTY-  GA/BULLOCH
 CK0170  USGS QUAD   -  STATESBORO (1993)
 CK0170
 CK0170                         *CURRENT SURVEY CONTROL
 CK0170  ___________________________________________________________________
 CK0170* NAD 83(1986)-  32 27 01.     (N)    081 46 57.     (W)     SCALED    
 CK0170* NAVD 88     -        75.531  (meters)     247.80   (feet)  ADJUSTED  
 CK0170  ___________________________________________________________________
 CK0170  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK0170  DYNAMIC HT  -          75.446 (meters)     247.53  (feet)  COMP
 CK0170  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CK0170
 CK0170  VERT ORDER  -  FIRST     CLASS II
 CK0170
 CK0170.The horizontal coordinates were scaled from a topographic map and have
 CK0170.an estimated accuracy of +/- 6 seconds.
 CK0170
 CK0170.The orthometric height was determined by differential leveling
 CK0170.and adjusted by the National Geodetic Survey in June 1991..
 CK0170.WARNING-Repeat measurements at this control monument indicate possible
 CK0170.vertical movement.
 CK0170
 CK0170.The geoid height was determined by GEOID03.
 CK0170
 CK0170.The dynamic height is computed by dividing the NAVD 88
 CK0170.geopotential number by the normal gravity value computed on the
 CK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0170.degrees latitude (g = 980.6199 gals.).
 CK0170
 CK0170.The modeled gravity was interpolated from observed gravity values.
 CK0170
 CK0170;                    North         East    Units  Estimated Accuracy
 CK0170;SPC GA E     -   271,710.      236,120.      MT  (+/- 180 meters Scaled)
 CK0170
 CK0170                          SUPERSEDED SURVEY CONTROL
 CK0170
 CK0170  NGVD 29 (??/??/92)   75.755  (m)          248.54   (f) ADJ UNCH    1 2
 CK0170
 CK0170.Superseded values are not recommended for survey control.
 CK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0170.See file dsdata.txt to determine how the superseded data were derived.
 CK0170
 CK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR264906(NAD 83)
 CK0170_MARKER: DB = BENCH MARK DISK
 CK0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0170_SP_SET: CON FOUNDATION
 CK0170_STAMPING: B 210 1955
 CK0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0170
 CK0170  HISTORY     - Date     Condition        Report By
 CK0170  HISTORY     - 1955     MONUMENTED       CGS
 CK0170  HISTORY     - 1962     GOOD             NGS
 CK0170  HISTORY     - 1979     GOOD             NGS
 CK0170
 CK0170                          STATION DESCRIPTION
 CK0170
 CK0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0170'AT STATESBORO.
 CK0170'AT STATESBORO, BULLOCH COUNTY, AT THE SOUTHWEST QUARTER OF THE
 CK0170'INTERSECTION OF OAK AND HILL STREETS, AT THE CITY WATER TOWER,
 CK0170'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 CK0170'THE NORTH LEG, AND ABOUT 5-1/2 FEET ABOVE THE LEVEL OF HILL
 CK0170'STREET.  A STANDARD DISK, STAMPED B 210 1955.
 CK0170
 CK0170                          STATION RECOVERY (1979)
 CK0170
 CK0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0107 ***********************************************************************
 CK0107  DESIGNATION -  B 211
 CK0107  PID         -  CK0107
 CK0107  STATE/COUNTY-  GA/BULLOCH
 CK0107  USGS QUAD   -  BROOKLET (1978)
 CK0107
 CK0107                         *CURRENT SURVEY CONTROL
 CK0107  ___________________________________________________________________
 CK0107* NAD 83(1986)-  32 28 58.     (N)    081 44 27.     (W)     SCALED    
 CK0107* NAVD 88     -        47.706  (meters)     156.52   (feet)  ADJUSTED  
 CK0107  ___________________________________________________________________
 CK0107  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 CK0107  DYNAMIC HT  -          47.652 (meters)     156.34  (feet)  COMP
 CK0107  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 CK0107
 CK0107  VERT ORDER  -  FIRST     CLASS II
 CK0107
 CK0107.This mark is at Statesboro Municipal Airport (TBR)
 CK0107
 CK0107.The horizontal coordinates were scaled from a topographic map and have
 CK0107.an estimated accuracy of +/- 6 seconds.
 CK0107
 CK0107.The orthometric height was determined by differential leveling
 CK0107.and adjusted by the National Geodetic Survey in June 1991..
 CK0107
 CK0107.The geoid height was determined by GEOID03.
 CK0107
 CK0107.The dynamic height is computed by dividing the NAVD 88
 CK0107.geopotential number by the normal gravity value computed on the
 CK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0107.degrees latitude (g = 980.6199 gals.).
 CK0107
 CK0107.The modeled gravity was interpolated from observed gravity values.
 CK0107
 CK0107;                    North         East    Units  Estimated Accuracy
 CK0107;SPC GA E     -   275,330.      240,020.      MT  (+/- 180 meters Scaled)
 CK0107
 CK0107                          SUPERSEDED SURVEY CONTROL
 CK0107
 CK0107  NGVD 29 (??/??/92)   47.941  (m)          157.29   (f) ADJ UNCH    1 2
 CK0107
 CK0107.Superseded values are not recommended for survey control.
 CK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0107.See file dsdata.txt to determine how the superseded data were derived.
 CK0107
 CK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR303941(NAD 83)
 CK0107_MARKER: DB = BENCH MARK DISK
 CK0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0107_SP_SET: BUILDING
 CK0107_STAMPING: B 211 1955
 CK0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0107
 CK0107  HISTORY     - Date     Condition        Report By
 CK0107  HISTORY     - 1955     MONUMENTED       CGS
 CK0107
 CK0107                          STATION DESCRIPTION
 CK0107
 CK0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0107'4.2 MI NE FROM STATESBORO.
 CK0107'ABOUT 3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE COURT
 CK0107'HOUSE AT STATESBORO, THENCE ABOUT 0.6 MILE EAST ALONG BLACK TOP
 CK0107'ENTRANCE ROAD TO STATESBORO AIRPORT, AT THE AIRPORT, ABOUT 0.1
 CK0107'MILE SOUTH OF A FIRE LOOKOUT TOWER, ABOUT 0.1 MILE SOUTH OF
 CK0107'METAL COVERED HANGAR, AT A CONCRETE BUILDING HOUSING THE
 CK0107'AIRFIELD LIGHT CONTROL VAULT, 231 FEET EAST-SOUTHEAST OF CENTER
 CK0107'LINE OF BLACK TOP ENTRANCE ROAD, SET VERTICALY IN THE SOUTH
 CK0107'FACE OF WALL OF BUILDING, 19 FEET WEST OF WEST LEG OF STEEL
 CK0107'TOWER OF AIRWAY BEACON, 8 FEET EAST OF SOUTHWEST CORNER OF
 CK0107'BUILDING AND ABOUT 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1116 ***********************************************************************
 CK1116  DESIGNATION -  B 212
 CK1116  PID         -  CK1116
 CK1116  STATE/COUNTY-  GA/EFFINGHAM
 CK1116  USGS QUAD   -  BRIGHTON (1978)
 CK1116
 CK1116                         *CURRENT SURVEY CONTROL
 CK1116  ___________________________________________________________________
 CK1116* NAD 83(1986)-  32 30 35.     (N)    081 16 17.     (W)     SCALED    
 CK1116* NAVD 88     -        24.106  (meters)      79.09   (feet)  ADJUSTED  
 CK1116  ___________________________________________________________________
 CK1116  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK1116  DYNAMIC HT  -          24.079 (meters)      79.00  (feet)  COMP
 CK1116  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CK1116
 CK1116  VERT ORDER  -  FIRST     CLASS II
 CK1116
 CK1116.The horizontal coordinates were scaled from a topographic map and have
 CK1116.an estimated accuracy of +/- 6 seconds.
 CK1116
 CK1116.The orthometric height was determined by differential leveling
 CK1116.and adjusted by the National Geodetic Survey in June 1991..
 CK1116
 CK1116.The geoid height was determined by GEOID03.
 CK1116
 CK1116.The dynamic height is computed by dividing the NAVD 88
 CK1116.geopotential number by the normal gravity value computed on the
 CK1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1116.degrees latitude (g = 980.6199 gals.).
 CK1116
 CK1116.The modeled gravity was interpolated from observed gravity values.
 CK1116
 CK1116;                    North         East    Units  Estimated Accuracy
 CK1116;SPC GA E     -   278,590.      284,120.      MT  (+/- 180 meters Scaled)
 CK1116
 CK1116                          SUPERSEDED SURVEY CONTROL
 CK1116
 CK1116  NGVD 29 (03/21/89)   24.381  (m)           79.99   (f) ADJUSTED    1 2
 CK1116
 CK1116.Superseded values are not recommended for survey control.
 CK1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1116.See file dsdata.txt to determine how the superseded data were derived.
 CK1116
 CK1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR745969(NAD 83)
 CK1116_MARKER: DB = BENCH MARK DISK
 CK1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1116_STAMPING: B 212 1955
 CK1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1116+STABILITY: SURFACE MOTION
 CK1116
 CK1116  HISTORY     - Date     Condition        Report By
 CK1116  HISTORY     - 1955     MONUMENTED       CGS
 CK1116
 CK1116                          STATION DESCRIPTION
 CK1116
 CK1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK1116'1.7 MI N FROM CLYO.
 CK1116'ABOUT 1.7 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK1116'THE STATION AT CLYO, ABOUT 1.2 MILES SOUTH OF SOUTH END OF BRIDGE
 CK1116'OVER SAVANNAH RIVER, ABOUT 0.55 MILE SOUTH OF A
 CK1116'NORTHWEST-SOUTHEAST ROAD CROSSING, ABOUT 497 YARDS SOUTH OF MILE
 CK1116'POST 467, 43 FEET WEST OF WEST RAIL AND ON THE OUTSIDE OF A LONG
 CK1116'CURVE IN TRACK, 63 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF A
 CK1116'CONCRETE BASE OF A SIGNAL CONTROL BOX, 78 1/2 FEET NORTHWEST
 CK1116'OF CENTER OF A CATTLE GUARD ACROSS TRACK, 46 FEET SOUTHWEST
 CK1116'OF A TELEPHONE POLE WITH A FUSE BOX, 2 FEET SOUTH-SOUTHWEST
 CK1116'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL
 CK1116'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CK1116'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0615 ***********************************************************************
 CK0615  DESIGNATION -  B 213
 CK0615  PID         -  CK0615
 CK0615  STATE/COUNTY-  GA/EFFINGHAM
 CK0615  USGS QUAD   -  RINCON (1979)
 CK0615
 CK0615                         *CURRENT SURVEY CONTROL
 CK0615  ___________________________________________________________________
 CK0615* NAD 83(1986)-  32 17 24.     (N)    081 14 09.     (W)     SCALED    
 CK0615* NAVD 88     -        19.558  (meters)      64.17   (feet)  ADJUSTED  
 CK0615  ___________________________________________________________________
 CK0615  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CK0615  DYNAMIC HT  -          19.536 (meters)      64.09  (feet)  COMP
 CK0615  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 CK0615
 CK0615  VERT ORDER  -  FIRST     CLASS II
 CK0615
 CK0615.The horizontal coordinates were scaled from a topographic map and have
 CK0615.an estimated accuracy of +/- 6 seconds.
 CK0615
 CK0615.The orthometric height was determined by differential leveling
 CK0615.and adjusted by the National Geodetic Survey in June 1991..
 CK0615
 CK0615.The geoid height was determined by GEOID03.
 CK0615
 CK0615.The dynamic height is computed by dividing the NAVD 88
 CK0615.geopotential number by the normal gravity value computed on the
 CK0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0615.degrees latitude (g = 980.6199 gals.).
 CK0615
 CK0615.The modeled gravity was interpolated from observed gravity values.
 CK0615
 CK0615;                    North         East    Units  Estimated Accuracy
 CK0615;SPC GA E     -   254,250.      287,670.      MT  (+/- 180 meters Scaled)
 CK0615
 CK0615                          SUPERSEDED SURVEY CONTROL
 CK0615
 CK0615  NGVD 29 (03/21/89)   19.838  (m)           65.09   (f) ADJUSTED    1 2
 CK0615
 CK0615.Superseded values are not recommended for survey control.
 CK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0615.See file dsdata.txt to determine how the superseded data were derived.
 CK0615
 CK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR777726(NAD 83)
 CK0615_MARKER: DB = BENCH MARK DISK
 CK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0615_STAMPING: B 213 1955
 CK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0615+STABILITY: SURFACE MOTION
 CK0615
 CK0615  HISTORY     - Date     Condition        Report By
 CK0615  HISTORY     - 1955     MONUMENTED       CGS
 CK0615  HISTORY     - 20060612 GOOD             JCLS
 CK0615
 CK0615                          STATION DESCRIPTION
 CK0615
 CK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0615'AT RINCON.
 CK0615'AT RINCON, ABOUT 0.5 MILE SOUTH ALONG THE SEABOARD AIR LINE
 CK0615'RAILROAD FROM THE OVERPASS OF STATE HIGHWAY 21 OVER TRACK,
 CK0615'ABOUT 0.45 MILE SOUTH OF MILE POST 482, AT THE SOUTH ONE OF THREE
 CK0615'ROAD CROSSINGS AT RINCON (BLACK TOP ROAD), 30.3 FEET EAST OF
 CK0615'EAST RAIL OF MAIN TRACK, 66 FEET NORTH OF CENTER LINE OF BLACK TOP
 CK0615'ROAD, 73 FEET NORTHEAST OF CENTER OF CROSSING, 4 FEET NORTH OF
 CK0615'A POWER POLE WITH GUY WIRE, 26 FEET SOUTH-SOUTHWEST OF THE
 CK0615'SOUTH ONE OF A ROW OF 10-INCH OAK TREES ALONG EAST SIDE OF TRACK,
 CK0615'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 CK0615'PROJECTING 3 INCHES.
 CK0615
 CK0615                          STATION RECOVERY (2006)
 CK0615
 CK0615'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 CK0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1157 ***********************************************************************
 DG1157  DESIGNATION -  B 214
 DG1157  PID         -  DG1157
 DG1157  STATE/COUNTY-  GA/FULTON
 DG1157  USGS QUAD   -  MABLETON (1992)
 DG1157
 DG1157                         *CURRENT SURVEY CONTROL
 DG1157  ___________________________________________________________________
 DG1157* NAD 83(1986)-  33 45 57.     (N)    084 30 39.     (W)     SCALED    
 DG1157* NAVD 88     -       283.794  (meters)     931.08   (feet)  ADJUSTED  
 DG1157  ___________________________________________________________________
 DG1157  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG1157  DYNAMIC HT  -         283.477 (meters)     930.04  (feet)  COMP
 DG1157  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 DG1157
 DG1157  VERT ORDER  -  SECOND    CLASS 0
 DG1157
 DG1157.The horizontal coordinates were scaled from a topographic map and have
 DG1157.an estimated accuracy of +/- 6 seconds.
 DG1157
 DG1157.The orthometric height was determined by differential leveling
 DG1157.and adjusted by the National Geodetic Survey in June 1991..
 DG1157
 DG1157.The geoid height was determined by GEOID03.
 DG1157
 DG1157.The dynamic height is computed by dividing the NAVD 88
 DG1157.geopotential number by the normal gravity value computed on the
 DG1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1157.degrees latitude (g = 980.6199 gals.).
 DG1157
 DG1157.The modeled gravity was interpolated from observed gravity values.
 DG1157
 DG1157;                    North         East    Units  Estimated Accuracy
 DG1157;SPC GA W     -   417,590.      668,120.      MT  (+/- 180 meters Scaled)
 DG1157
 DG1157                          SUPERSEDED SURVEY CONTROL
 DG1157
 DG1157  NGVD 29 (??/??/92)  283.718  (m)          930.83   (f) ADJ UNCH    2 0
 DG1157
 DG1157.Superseded values are not recommended for survey control.
 DG1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1157.See file dsdata.txt to determine how the superseded data were derived.
 DG1157
 DG1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC305389(NAD 83)
 DG1157_MARKER: DB = BENCH MARK DISK
 DG1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1157_SP_SET: CONCRETE SLAB
 DG1157_STAMPING: B 214 1958
 DG1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1157
 DG1157  HISTORY     - Date     Condition        Report By
 DG1157  HISTORY     - 1958     MONUMENTED       CGS
 DG1157  HISTORY     - 1973     GOOD             NGS
 DG1157
 DG1157                          STATION DESCRIPTION
 DG1157
 DG1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG1157'AT ADAMSVILLE.
 DG1157'AT ADAMSVILLE, FULTON COUNTY, ALONG GORDON ROAD AT THE
 DG1157'ADAMSVILLE PUMPING STATION OF THE ATLANTA WATER WORKS.  A
 DG1157'STANDARD DISK STAMPED B 214 1958, SET IN A 9 X 16 FEET CONCRETE
 DG1157'SLAB IN FRONT OF THE PUMPING STATION, 27.8 FEET NORTHEAST OF THE
 DG1157'CENTERLINE OF GORDON ROAD AND APPROXIMATELY 175.0 FEET SOUTHEAST
 DG1157'OF THE INTERSECTION OF BOLTON ROAD AND GORDON ROAD.
 DG1157
 DG1157                          STATION RECOVERY (1973)
 DG1157
 DG1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0345 ***********************************************************************
 CM0345  DESIGNATION -  B 218
 CM0345  PID         -  CM0345
 CM0345  STATE/COUNTY-  GA/MUSCOGEE
 CM0345  USGS QUAD   -  COLUMBUS (1983)
 CM0345
 CM0345                         *CURRENT SURVEY CONTROL
 CM0345  ___________________________________________________________________
 CM0345* NAD 83(1986)-  32 27 06.     (N)    084 57 04.     (W)     SCALED    
 CM0345* NAVD 88     -        78.365  (meters)     257.10   (feet)  ADJUSTED  
 CM0345  ___________________________________________________________________
 CM0345  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CM0345  DYNAMIC HT  -          78.277 (meters)     256.81  (feet)  COMP
 CM0345  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 CM0345
 CM0345  VERT ORDER  -  FIRST     CLASS I
 CM0345
 CM0345.The horizontal coordinates were scaled from a topographic map and have
 CM0345.an estimated accuracy of +/- 6 seconds.
 CM0345
 CM0345.The orthometric height was determined by differential leveling
 CM0345.and adjusted by the National Geodetic Survey in June 1991..
 CM0345
 CM0345.The geoid height was determined by GEOID03.
 CM0345
 CM0345.The dynamic height is computed by dividing the NAVD 88
 CM0345.geopotential number by the normal gravity value computed on the
 CM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0345.degrees latitude (g = 980.6199 gals.).
 CM0345
 CM0345.The modeled gravity was interpolated from observed gravity values.
 CM0345
 CM0345;                    North         East    Units  Estimated Accuracy
 CM0345;SPC GA W     -   272,070.      626,250.      MT  (+/- 180 meters Scaled)
 CM0345
 CM0345                          SUPERSEDED SURVEY CONTROL
 CM0345
 CM0345  NGVD 29 (??/??/92)   78.408  (m)          257.24   (f) ADJ UNCH    1 1
 CM0345
 CM0345.Superseded values are not recommended for survey control.
 CM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0345.See file dsdata.txt to determine how the superseded data were derived.
 CM0345
 CM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA925923(NAD 83)
 CM0345_MARKER: DB = BENCH MARK DISK
 CM0345_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM0345_SP_SET: 56 FEET
 CM0345_STAMPING: B 218 1958
 CM0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0345
 CM0345  HISTORY     - Date     Condition        Report By
 CM0345  HISTORY     - 1958     MONUMENTED       CGS
 CM0345  HISTORY     - 1973     GOOD             NGS
 CM0345
 CM0345                          STATION DESCRIPTION
 CM0345
 CM0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0345'4.8 MI SE FROM COLUMBUS.
 CM0345'ABOUT 1.1 MILES SOUTH ALONG 6TH AVENUE FROM THE UNION STATION
 CM0345'AND THE INTERSECTION OF 6TH AVENUE AND 12TH STREET AT COLUMBUS,
 CM0345'THENCE 1.9 MILES SOUTHEAST ALONG VICTORY DRIVE, THENCE 0.45 MILE
 CM0345'EAST ALONG 30TH AVENUE, THENCE 0.65 MILE NORTH ALONG N. LUMPKIN
 CM0345'ROAD, THENCE 0.2 MILE NORTHEAST ALONG 23RD AVENUE, THENCE 0.45 MILE
 CM0345'EAST ALONG ANDREWS ROAD, OR ABOUT 2.4 MILES SOUTH ALONG THE SEABOARD
 CM0345'COAST LINE RAILROAD FROM THE UNION STATION AT COLUMBUS, 287 1/2 FEET
 CM0345'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING OF THE SEABOARD
 CM0345'COAST LINE RAILROAD AND ANDREWS ROAD, 130 1/2 FEET EAST OF THE
 CM0345'CENTER OF THE CROSSING OF THE CENTRAL OF GEORGIA RAILWAY AND ANDREWS
 CM0345'ROAD, 22 FEET NORTH OF THE NORTH RAIL OF THE SEABOARD COAST LINE
 CM0345'RAILROAD WHICH IS THE MOST SOUTHERLY OF 3 SETS OF MAIN LINE TRACK,
 CM0345'28 FEET SOUTH OF THE SOUTH RAIL OF THE CENTRAL OF GEORGIA RAILWAY,
 CM0345'14 1/2 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD THAT IS
 CM0345'BETWEEN THE TRACKS, 121.9 FEET WEST-NORTHWEST OF THE MORE
 CM0345'SOUTHERLY OF 2 SEMAPHORE SIGNALS ON THE CENTRAL OF GEORGIA RAILWAY,
 CM0345'2 1/2 FEET NORTH OF A POWER POLE, 68 FEET EAST OF A TELEPHONE POLE,
 CM0345'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE
 CM0345'LEVEL OF THE SEABOARD COAST LINE RAILROAD, AND ON THE TOP OF A
 CM0345'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET
 CM0345'AND IS ENCLOSED IN A 6-INCH TILE THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0342 ***********************************************************************
 CM0342  DESIGNATION -  B 219
 CM0342  PID         -  CM0342
 CM0342  STATE/COUNTY-  GA/MUSCOGEE
 CM0342  USGS QUAD   -  COLUMBUS (1983)
 CM0342
 CM0342                         *CURRENT SURVEY CONTROL
 CM0342  ___________________________________________________________________
 CM0342* NAD 83(1986)-  32 26 46.     (N)    084 56 35.     (W)     SCALED    
 CM0342* NAVD 88     -        73.164  (meters)     240.04   (feet)  ADJUSTED  
 CM0342  ___________________________________________________________________
 CM0342  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CM0342  DYNAMIC HT  -          73.082 (meters)     239.77  (feet)  COMP
 CM0342  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CM0342
 CM0342  VERT ORDER  -  FIRST     CLASS I
 CM0342
 CM0342.The horizontal coordinates were scaled from a topographic map and have
 CM0342.an estimated accuracy of +/- 6 seconds.
 CM0342
 CM0342.The orthometric height was determined by differential leveling
 CM0342.and adjusted by the National Geodetic Survey in June 1991..
 CM0342
 CM0342.The geoid height was determined by GEOID03.
 CM0342
 CM0342.The dynamic height is computed by dividing the NAVD 88
 CM0342.geopotential number by the normal gravity value computed on the
 CM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0342.degrees latitude (g = 980.6199 gals.).
 CM0342
 CM0342.The modeled gravity was interpolated from observed gravity values.
 CM0342
 CM0342;                    North         East    Units  Estimated Accuracy
 CM0342;SPC GA W     -   271,450.      627,000.      MT  (+/- 180 meters Scaled)
 CM0342
 CM0342                          SUPERSEDED SURVEY CONTROL
 CM0342
 CM0342  NGVD 29 (??/??/92)   73.207  (m)          240.18   (f) ADJ UNCH    1 1
 CM0342
 CM0342.Superseded values are not recommended for survey control.
 CM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0342.See file dsdata.txt to determine how the superseded data were derived.
 CM0342
 CM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA933917(NAD 83)
 CM0342_MARKER: DB = BENCH MARK DISK
 CM0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0342_SP_SET: FOUNDATION
 CM0342_STAMPING: B 219 1958
 CM0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0342
 CM0342  HISTORY     - Date     Condition        Report By
 CM0342  HISTORY     - 1958     MONUMENTED       CGS
 CM0342  HISTORY     - 1973     GOOD             NGS
 CM0342
 CM0342                          STATION DESCRIPTION
 CM0342
 CM0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0342'3 MI SE FROM COLUMBUS.
 CM0342'ABOUT 3.0 MILES SOUTHEAST ALONG THE SEABOARD COAST LINE RAILROAD
 CM0342'FROM THE UNION STATION AT COLUMBUS, 104 FEET EAST OF MILEPOST 3,
 CM0342'78 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AT THE
 CM0342'INDUSTRIAL AMMONIA CENTER WHICH IS A DIVISION OF UNITED STATES
 CM0342'STEEL, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 CM0342'FOUNDATION FOR THE WEST LEG OF A WATER TANK WHICH HAS BEEN REMOVED,
 CM0342'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0079 ***********************************************************************
 DG0079  DESIGNATION -  B 22
 DG0079  PID         -  DG0079
 DG0079  STATE/COUNTY-  GA/DE KALB
 DG0079  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0079
 DG0079                         *CURRENT SURVEY CONTROL
 DG0079  ___________________________________________________________________
 DG0079* NAD 83(1994)-  33 48 25.55202(N)    084 18 09.24042(W)     ADJUSTED  
 DG0079* NAVD 88     -       275.639  (meters)     904.33   (feet)  ADJUSTED  
 DG0079  ___________________________________________________________________
 DG0079  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG0079  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0079  DYNAMIC HT  -         275.334 (meters)     903.33  (feet)  COMP
 DG0079  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DG0079
 DG0079  HORZ ORDER  -  SECOND
 DG0079  VERT ORDER  -  FIRST     CLASS II
 DG0079
 DG0079.The horizontal coordinates were established by classical geodetic methods
 DG0079.and adjusted by the National Geodetic Survey in September 1997..
 DG0079
 DG0079.The orthometric height was determined by differential leveling
 DG0079.and adjusted by the National Geodetic Survey in June 1991..
 DG0079
 DG0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0079
 DG0079.The geoid height was determined by GEOID03.
 DG0079
 DG0079.The dynamic height is computed by dividing the NAVD 88
 DG0079.geopotential number by the normal gravity value computed on the
 DG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0079.degrees latitude (g = 980.6199 gals.).
 DG0079
 DG0079.The modeled gravity was interpolated from observed gravity values.
 DG0079
 DG0079;                    North         East     Units Scale Factor Converg.
 DG0079;SPC GA W     -   422,117.293   687,417.842   MT  0.99990195   -0 04 32.2
 DG0079;SPC GA W     - 1,384,896.49  2,255,303.37   sFT  0.99990195   -0 04 32.2
 DG0079;UTM  16      - 3,744,039.553   749,699.184   MT  1.00036870   +1 30 05.8
 DG0079
 DG0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0079!SPC GA W     -   0.99996136  x   0.99990195  =   0.99986332
 DG0079!UTM  16      -   0.99996136  x   1.00036870  =   1.00033005
 DG0079
 DG0079|---------------------------------------------------------------------|
 DG0079| PID    Reference Object                     Distance      Geod. Az  |
 DG0079|                                                           dddmmss.s |
 DG0079| DG0080 B 23                                259.619 METERS 06054     |
 DG0079| DG0078 B 21                                277.305 METERS 22255     |
 DG0079| CZ2749 B 22 RM 2                            52.933 METERS 22726     |
 DG0079| CZ2748 B 22 RM 1                            27.709 METERS 22726     |
 DG0079|---------------------------------------------------------------------|
 DG0079
 DG0079                          SUPERSEDED SURVEY CONTROL
 DG0079
 DG0079  NAD 83(1986)-  33 48 25.55648(N)    084 18 09.24038(W) AD(       ) 2
 DG0079  NAD 27      -  33 48 25.18524(N)    084 18 09.51848(W) AD(       ) 2
 DG0079  NGVD 29 (??/??/92)  275.559  (m)          904.06   (f) ADJ UNCH    1 2
 DG0079
 DG0079.Superseded values are not recommended for survey control.
 DG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0079.See file dsdata.txt to determine how the superseded data were derived.
 DG0079
 DG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4969944040(NAD 83)
 DG0079_MARKER: DD = SURVEY DISK
 DG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0079_STAMPING: B 22
 DG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0079+STABILITY: SURFACE MOTION
 DG0079
 DG0079  HISTORY     - Date     Condition        Report By
 DG0079  HISTORY     - 1973     MONUMENTED       MARTA
 DG0079  HISTORY     - 1973     GOOD             NGS
 DG0079
 DG0079                          STATION DESCRIPTION
 DG0079
 DG0079'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0079'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON WEST SIDE OF
 DG0079'S.C.L. R/R, 8.35 FT WEST OF WEST RAIL, 32 FT S.E. OF TELEGRAPH
 DG0079'POLE, 488.7 FT NORTH OF NORTH EDGE OF R.R. BRIDGE OVER A BRANCH
 DG0079'OF PEACHTREE CREEK SOUTH FORK.
 DG0079
 DG0079                          STATION RECOVERY (1973)
 DG0079
 DG0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0079'2.2 MI NNW FROM DECATUR.
 DG0079'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0079'SEABOARD COAST LINE RAILROAD ABOUT 3.0 MILES NORTHEAST ALONG
 DG0079'THE TRACKS, FROM W. HOWARD AVE., 489 FEET NORTHEAST OF THE
 DG0079'NORTHEAST EDGE OF A RAILROAD BRIDGE OVER A BRANCH OF THE SOUTH
 DG0079'FORK OF PEACHTREE CREEK, APPROXIMATELY 1215 FEET NORTHEAST OF
 DG0079'MILEPOST 567, 32 FEET SOUTHEAST OF A TELEPHONE POLE, 8.3 FEET
 DG0079'NORTHWEST OF THE NORTHWEST RAIL.  THE DISK IS ATOP A POURED
 DG0079'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0258 ***********************************************************************
 CM0258  DESIGNATION -  B 220
 CM0258  PID         -  CM0258
 CM0258  STATE/COUNTY-  GA/MARION
 CM0258  USGS QUAD   -  BUENA VISTA (1973)
 CM0258
 CM0258                         *CURRENT SURVEY CONTROL
 CM0258  ___________________________________________________________________
 CM0258* NAD 83(1986)-  32 17 21.     (N)    084 36 05.     (W)     SCALED    
 CM0258* NAVD 88     -       144.549  (meters)     474.24   (feet)  ADJUSTED  
 CM0258  ___________________________________________________________________
 CM0258  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM0258  DYNAMIC HT  -         144.384 (meters)     473.70  (feet)  COMP
 CM0258  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CM0258
 CM0258  VERT ORDER  -  SECOND    CLASS 0
 CM0258
 CM0258.The horizontal coordinates were scaled from a topographic map and have
 CM0258.an estimated accuracy of +/- 6 seconds.
 CM0258
 CM0258.The orthometric height was determined by differential leveling
 CM0258.and adjusted by the National Geodetic Survey in June 1991..
 CM0258
 CM0258.The geoid height was determined by GEOID03.
 CM0258
 CM0258.The dynamic height is computed by dividing the NAVD 88
 CM0258.geopotential number by the normal gravity value computed on the
 CM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0258.degrees latitude (g = 980.6199 gals.).
 CM0258
 CM0258.The modeled gravity was interpolated from observed gravity values.
 CM0258
 CM0258;                    North         East    Units  Estimated Accuracy
 CM0258;SPC GA W     -   253,860.      659,060.      MT  (+/- 180 meters Scaled)
 CM0258
 CM0258                          SUPERSEDED SURVEY CONTROL
 CM0258
 CM0258  NGVD 29 (??/??/92)  144.605  (m)          474.42   (f) ADJ UNCH    2 0
 CM0258
 CM0258.Superseded values are not recommended for survey control.
 CM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0258.See file dsdata.txt to determine how the superseded data were derived.
 CM0258
 CM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA258750(NAD 83)
 CM0258_MARKER: DB = BENCH MARK DISK
 CM0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0258_SP_SET: CULVERT
 CM0258_STAMPING: B 220 1958
 CM0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0258
 CM0258  HISTORY     - Date     Condition        Report By
 CM0258  HISTORY     - 1958     MONUMENTED       CGS
 CM0258
 CM0258                          STATION DESCRIPTION
 CM0258
 CM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0258'6.9 MI W FROM BUENA VISTA.
 CM0258'ABOUT 6.9 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0258'THE STATION AT BUENA VISTA, ABOUT 18 39-FOOT RAILS WEST OF MILE
 CM0258'POST C 29, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 CM0258'HEADWALL OF A 40-INCH STEEL PIPE CULVERT, 24 FEET NORTH OF THE
 CM0258'NORTH RAIL, 1 1/2 FEET EAST OF THE WEST END OF THE HEADWALL,
 CM0258'ABOUT 12 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0438 ***********************************************************************
 CM0438  DESIGNATION -  B 221
 CM0438  PID         -  CM0438
 CM0438  STATE/COUNTY-  GA/MUSCOGEE
 CM0438  USGS QUAD   -  FORTSON (1985)
 CM0438
 CM0438                         *CURRENT SURVEY CONTROL
 CM0438  ___________________________________________________________________
 CM0438* NAD 83(1986)-  32 32 27.     (N)    084 57 25.     (W)     SCALED    
 CM0438* NAVD 88     -       140.667  (meters)     461.50   (feet)  ADJUSTED  
 CM0438  ___________________________________________________________________
 CM0438  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CM0438  DYNAMIC HT  -         140.506 (meters)     460.98  (feet)  COMP
 CM0438  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CM0438  OBS GRAVITY -     979,489.1   (mgal)                       GRAV_OBS
 CM0438
 CM0438  VERT ORDER  -  FIRST     CLASS I
 CM0438
 CM0438.The horizontal coordinates were scaled from a topographic map and have
 CM0438.an estimated accuracy of +/- 6 seconds.
 CM0438
 CM0438.The orthometric height was determined by differential leveling
 CM0438.and adjusted by the National Geodetic Survey in June 1991..
 CM0438
 CM0438.The geoid height was determined by GEOID03.
 CM0438
 CM0438.The dynamic height is computed by dividing the NAVD 88
 CM0438.geopotential number by the normal gravity value computed on the
 CM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0438.degrees latitude (g = 980.6199 gals.).
 CM0438
 CM0438.The modeled gravity was interpolated from observed gravity values.
 CM0438.The observed gravity was obtained from relative gravimeter ties
 CM0438.to the IGSN71 gravity network.
 CM0438
 CM0438;                    North         East    Units  Estimated Accuracy
 CM0438;SPC GA W     -   281,960.      625,770.      MT  (+/- 180 meters Scaled)
 CM0438
 CM0438                          SUPERSEDED SURVEY CONTROL
 CM0438
 CM0438  NGVD 29 (??/??/92)  140.681  (m)          461.55   (f) ADJ UNCH    1 1
 CM0438
 CM0438.Superseded values are not recommended for survey control.
 CM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0438.See file dsdata.txt to determine how the superseded data were derived.
 CM0438
 CM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB918022(NAD 83)
 CM0438_MARKER: DB = BENCH MARK DISK
 CM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0438_STAMPING: B 221 1958
 CM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0438+STABILITY: SURFACE MOTION
 CM0438
 CM0438  HISTORY     - Date     Condition        Report By
 CM0438  HISTORY     - 1958     MONUMENTED       CGS
 CM0438  HISTORY     - 1968     GOOD             NGS
 CM0438  HISTORY     - 1982     GOOD             USGS
 CM0438
 CM0438                          STATION DESCRIPTION
 CM0438
 CM0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0438'6.1 MI N FROM COLUMBUS.
 CM0438'ABOUT 6.1 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0438'THE UNION STATION AT COLUMBUS, ABOUT 0.1 MILE NORTHEAST OF
 CM0438'MILEPOST 6, 44 1/2 FEET NORTH OF THE CENTER OF THE CROSSING OF
 CM0438'WHITTLESEY ROAD, 70 FEET EAST OF THE CENTER OF THE JUNCTION OF
 CM0438'THE ROAD AND A DRIVE LEADING NORTHEAST TO AN UNPAINTED FRAME HOUSE
 CM0438'37.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET WEST OF A
 CM0438'TELEPHONE POLE, 1.6 FEET SOUTHEAST OF A CONCRETE WITNESS POST,
 CM0438'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CM0438'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 CM0438
 CM0438                          STATION RECOVERY (1982)
 CM0438
 CM0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CM0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0478 ***********************************************************************
 CM0478  DESIGNATION -  B 222
 CM0478  PID         -  CM0478
 CM0478  STATE/COUNTY-  GA/HARRIS
 CM0478  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM0478
 CM0478                         *CURRENT SURVEY CONTROL
 CM0478  ___________________________________________________________________
 CM0478* NAD 83(1986)-  32 48 44.     (N)    084 51 18.     (W)     SCALED    
 CM0478* NAVD 88     -       303.825  (meters)     996.80   (feet)  ADJUSTED  
 CM0478  ___________________________________________________________________
 CM0478  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CM0478  DYNAMIC HT  -         303.470 (meters)     995.63  (feet)  COMP
 CM0478  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CM0478
 CM0478  VERT ORDER  -  FIRST     CLASS I
 CM0478
 CM0478.The horizontal coordinates were scaled from a topographic map and have
 CM0478.an estimated accuracy of +/- 6 seconds.
 CM0478
 CM0478.The orthometric height was determined by differential leveling
 CM0478.and adjusted by the National Geodetic Survey in June 1991..
 CM0478
 CM0478.The geoid height was determined by GEOID03.
 CM0478
 CM0478.The dynamic height is computed by dividing the NAVD 88
 CM0478.geopotential number by the normal gravity value computed on the
 CM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0478.degrees latitude (g = 980.6199 gals.).
 CM0478
 CM0478.The modeled gravity was interpolated from observed gravity values.
 CM0478
 CM0478;                    North         East    Units  Estimated Accuracy
 CM0478;SPC GA W     -   311,990.      635,540.      MT  (+/- 180 meters Scaled)
 CM0478
 CM0478                          SUPERSEDED SURVEY CONTROL
 CM0478
 CM0478  NGVD 29 (??/??/92)  303.805  (m)          996.73   (f) ADJ UNCH    1 1
 CM0478
 CM0478.Superseded values are not recommended for survey control.
 CM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0478.See file dsdata.txt to determine how the superseded data were derived.
 CM0478
 CM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB008325(NAD 83)
 CM0478_MARKER: DB = BENCH MARK DISK
 CM0478_SETTING: 66 = SET IN ROCK OUTCROP
 CM0478_SP_SET: ROCK CUT
 CM0478_STAMPING: B 222 1958
 CM0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0478+STABILITY: POSITION/ELEVATION WELL
 CM0478
 CM0478  HISTORY     - Date     Condition        Report By
 CM0478  HISTORY     - 1958     MONUMENTED       CGS
 CM0478  HISTORY     - 1968     GOOD             NGS
 CM0478
 CM0478                          STATION DESCRIPTION
 CM0478
 CM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0478'4.6 MI N FROM HAMILTON.
 CM0478'ABOUT 4.6 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0478'THE STATION AT HAMILTON, ABOUT 0.25 MILE SOUTHWEST OF MILE POST
 CM0478'C 29, SET IN A HOLE CHISLED OUT ON THE NORTHWEST FACE OF A SLOPING
 CM0478'ROCK THAT IS ABOUT 10-FEET BY 10-FEET AND SLIGHTLY WEDGE SHAPED,
 CM0478'THE ROCK IS PART OF A LONG CUT SOUTHEAST OF THE TRACK, 10 FEET
 CM0478'SOUTHEAST OF SOUTHEAST RAIL, 108 FEET NORTH-NORTHEAST OF AND
 CM0478'ACROSS THE TRACK FROM AN S SIGN, 39 FEET WEST-SOUTHWEST OF TELEPHONE
 CM0478'POLE 69 WHICH IS ALSO THE NINTH POLE SOUTHWEST OF THE MILE POST,
 CM0478'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- THE MARK
 CM0478'MAY BE REACHED FROM PINE MOUNTAIN (FORMERLY CHIPLEY) HARRIS COUNTY,
 CM0478'BY GOING SOUTH FOR 4.1 MILES ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0478'FROM THE STATION.
 CM0478
 CM0478                          STATION RECOVERY (1968)
 CM0478
 CM0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0466 ***********************************************************************
 DG0466  DESIGNATION -  B 224
 DG0466  PID         -  DG0466
 DG0466  STATE/COUNTY-  GA/CLAYTON
 DG0466  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG0466
 DG0466                         *CURRENT SURVEY CONTROL
 DG0466  ___________________________________________________________________
 DG0466* NAD 83(1986)-  33 38 50.     (N)    084 19 40.     (W)     SCALED    
 DG0466* NAVD 88     -       259.616  (meters)     851.76   (feet)  ADJUSTED  
 DG0466  ___________________________________________________________________
 DG0466  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DG0466  DYNAMIC HT  -         259.330 (meters)     850.82  (feet)  COMP
 DG0466  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 DG0466
 DG0466  VERT ORDER  -  FIRST     CLASS I
 DG0466
 DG0466.The horizontal coordinates were scaled from a topographic map and have
 DG0466.an estimated accuracy of +/- 6 seconds.
 DG0466
 DG0466.The orthometric height was determined by differential leveling
 DG0466.and adjusted by the National Geodetic Survey in June 1991..
 DG0466
 DG0466.The geoid height was determined by GEOID03.
 DG0466
 DG0466.The dynamic height is computed by dividing the NAVD 88
 DG0466.geopotential number by the normal gravity value computed on the
 DG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0466.degrees latitude (g = 980.6199 gals.).
 DG0466
 DG0466.The modeled gravity was interpolated from observed gravity values.
 DG0466
 DG0466;                    North         East    Units  Estimated Accuracy
 DG0466;SPC GA W     -   404,390.      685,060.      MT  (+/- 180 meters Scaled)
 DG0466
 DG0466                          SUPERSEDED SURVEY CONTROL
 DG0466
 DG0466  NGVD 29 (??/??/92)  259.555  (m)          851.56   (f) ADJ UNCH    1 1
 DG0466
 DG0466.Superseded values are not recommended for survey control.
 DG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0466.See file dsdata.txt to determine how the superseded data were derived.
 DG0466
 DG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC478262(NAD 83)
 DG0466_MARKER: DB = BENCH MARK DISK
 DG0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0466_SP_SET: ABUTMENT
 DG0466_STAMPING: B 224 1958
 DG0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG0466+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 DG0466
 DG0466  HISTORY     - Date     Condition        Report By
 DG0466  HISTORY     - 1958     MONUMENTED       CGS
 DG0466  HISTORY     - 1968     GOOD             NGS
 DG0466  HISTORY     - 20050308 GOOD             GADT
 DG0466
 DG0466                          STATION DESCRIPTION
 DG0466
 DG0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0466'5.6 MI SE FROM ATLANTA.
 DG0466'ABOUT 5.65 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0466'CROSSING OF SAWTELL AVENUE AT ATLANTA, FULTON COUNTY, ABOUT 0.3 MILE
 DG0466'SOUTHEAST OF MILEPOST 162, ABOUT 0.2 MILE NORTHWEST OF THE
 DG0466'CROSSING OF GRANT ROAD AT CONLEY, SET IN THE TOP OF THE SOUTHWEST
 DG0466'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A STEEL TRESTLE OVER
 DG0466'CONLEY CREEK, ABOUT 0.05 MILE SOUTHEAST OF THE CLAYTON-DE KALB
 DG0466'COUNTY LINE, 6.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1
 DG0466'FOOT BELOW THE LEVEL OF THE TRACK.
 DG0466
 DG0466                          STATION RECOVERY (2005)
 DG0466
 DG0466'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0846 ***********************************************************************
 DG0846  DESIGNATION -  B 225
 DG0846  PID         -  DG0846
 DG0846  STATE/COUNTY-  GA/HENRY
 DG0846  USGS QUAD   -  MC DONOUGH (1981)
 DG0846
 DG0846                         *CURRENT SURVEY CONTROL
 DG0846  ___________________________________________________________________
 DG0846* NAD 83(1986)-  33 24 14.     (N)    084 08 46.     (W)     SCALED    
 DG0846* NAVD 88     -       267.805  (meters)     878.62   (feet)  ADJUSTED  
 DG0846  ___________________________________________________________________
 DG0846  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG0846  DYNAMIC HT  -         267.504 (meters)     877.64  (feet)  COMP
 DG0846  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DG0846
 DG0846  VERT ORDER  -  FIRST     CLASS II
 DG0846
 DG0846.The horizontal coordinates were scaled from a topographic map and have
 DG0846.an estimated accuracy of +/- 6 seconds.
 DG0846
 DG0846.The orthometric height was determined by differential leveling
 DG0846.and adjusted by the National Geodetic Survey in June 1991..
 DG0846
 DG0846.The geoid height was determined by GEOID03.
 DG0846
 DG0846.The dynamic height is computed by dividing the NAVD 88
 DG0846.geopotential number by the normal gravity value computed on the
 DG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0846.degrees latitude (g = 980.6199 gals.).
 DG0846
 DG0846.The modeled gravity was interpolated from observed gravity values.
 DG0846
 DG0846;                    North         East    Units  Estimated Accuracy
 DG0846;SPC GA W     -   377,390.      701,910.      MT  (+/- 180 meters Scaled)
 DG0846
 DG0846                          SUPERSEDED SURVEY CONTROL
 DG0846
 DG0846  NGVD 29 (??/??/92)  267.790  (m)          878.57   (f) ADJ UNCH    1 2
 DG0846
 DG0846.Superseded values are not recommended for survey control.
 DG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0846.See file dsdata.txt to determine how the superseded data were derived.
 DG0846
 DG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB654997(NAD 83)
 DG0846_MARKER: DB = BENCH MARK DISK
 DG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0846_STAMPING: B 225 1958
 DG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0846+STABILITY: SURFACE MOTION
 DG0846
 DG0846  HISTORY     - Date     Condition        Report By
 DG0846  HISTORY     - 1958     MONUMENTED       CGS
 DG0846  HISTORY     - 1979     GOOD             NGS
 DG0846
 DG0846                          STATION DESCRIPTION
 DG0846
 DG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0846'2.6 MI SE FROM MC DONOUGH.
 DG0846'ABOUT 2.55 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY (MACON BRANCH)
 DG0846'FROM THE STATION AT MC DONOUGH, ABOUT 945 YARDS SOUTHEAST OF
 DG0846'MILE POST 183, ABOUT 122 YARDS SOUTHEAST OF A DIRT ROAD CROSSING,
 DG0846'71 FEET NORTHEAST OF NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A
 DG0846'WIRE FENCE, ABOUT 42 YARDS SOUTHEAST OF AN AUTOMATIC SWITCH STAND
 DG0846'AT THE SOUTHEAST END OF A SIDING, 123 FEET EAST-SOUTHEAST OF
 DG0846'SECOND POWER POLE AND TELEPHONE POLE SOUTHEAST OF THE CROSSING, 84
 DG0846'FEET NORTH OF THE THIRD POWER AND TELEPHONE POLE SOUTHEAST OF
 DG0846'THE CROSSING, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 DG0846'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 DG0846'CONCRETE POST PROJECTING 3 INCHES.
 DG0846
 DG0846                          STATION RECOVERY (1979)
 DG0846
 DG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DG0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0728 ***********************************************************************
 DF0728  DESIGNATION -  B 226
 DF0728  PID         -  DF0728
 DF0728  STATE/COUNTY-  GA/BUTTS
 DF0728  USGS QUAD   -  INDIAN SPRINGS (1981)
 DF0728
 DF0728                         *CURRENT SURVEY CONTROL
 DF0728  ___________________________________________________________________
 DF0728* NAD 83(1986)-  33 14 51.     (N)    083 53 02.     (W)     SCALED    
 DF0728* NAVD 88     -       178.197  (meters)     584.63   (feet)  ADJUSTED  
 DF0728  ___________________________________________________________________
 DF0728  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DF0728  DYNAMIC HT  -         178.000 (meters)     583.99  (feet)  COMP
 DF0728  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 DF0728
 DF0728  VERT ORDER  -  FIRST     CLASS II
 DF0728
 DF0728.The horizontal coordinates were scaled from a topographic map and have
 DF0728.an estimated accuracy of +/- 6 seconds.
 DF0728
 DF0728.The orthometric height was determined by differential leveling
 DF0728.and adjusted by the National Geodetic Survey in June 1991..
 DF0728
 DF0728.The geoid height was determined by GEOID03.
 DF0728
 DF0728.The dynamic height is computed by dividing the NAVD 88
 DF0728.geopotential number by the normal gravity value computed on the
 DF0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0728.degrees latitude (g = 980.6199 gals.).
 DF0728
 DF0728.The modeled gravity was interpolated from observed gravity values.
 DF0728
 DF0728;                    North         East    Units  Estimated Accuracy
 DF0728;SPC GA W     -   360,080.      726,350.      MT  (+/- 180 meters Scaled)
 DF0728
 DF0728                          SUPERSEDED SURVEY CONTROL
 DF0728
 DF0728  NGVD 29 (??/??/92)  178.230  (m)          584.74   (f) ADJ UNCH    1 2
 DF0728
 DF0728.Superseded values are not recommended for survey control.
 DF0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0728.See file dsdata.txt to determine how the superseded data were derived.
 DF0728
 DF0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS313824(NAD 83)
 DF0728_MARKER: DB = BENCH MARK DISK
 DF0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0728_STAMPING: B 226 1958
 DF0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0728+STABILITY: SURFACE MOTION
 DF0728
 DF0728  HISTORY     - Date     Condition        Report By
 DF0728  HISTORY     - 1958     MONUMENTED       CGS
 DF0728  HISTORY     - 1979     GOOD             NGS
 DF0728
 DF0728                          STATION DESCRIPTION
 DF0728
 DF0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0728'6 MI SE FROM JACKSON.
 DF0728'ABOUT 6.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DF0728'STATION AT JACKSON, ABOUT 0.45 MILE SOUTHEAST OF MILE POST 204,
 DF0728'ABOUT 0.75 MILE SOUTHEAST OF THE STATION SIGN FLOVILLA, 63 FEET
 DF0728'SOUTHWEST OF SOUTHWEST RAIL, 168 FEET SOUTH-SOUTHEAST OF THE
 DF0728'CENTER OF CROSSING OF BLACK TOP ROAD, 102 FEET SOUTH AND ACROSS
 DF0728'THE TRACK FROM SIGNAL 204 4H, 59 FEET SOUTH-SOUTHEAST OF THE FIRST
 DF0728'RAILWAY TELEPHONE POLE SOUTHEAST OF THE CROSSING, 21 1/2 FEET EAST
 DF0728'OF THE TELEPHONE POLE NO. 2400, 2 FEET NORTHWEST OF A CONCRETE
 DF0728'POST PROJECTING 3 INCHES.
 DF0728
 DF0728                          STATION RECOVERY (1979)
 DF0728
 DF0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0396 ***********************************************************************
 CM0396  DESIGNATION -  B 227
 CM0396  PID         -  CM0396
 CM0396  STATE/COUNTY-  GA/MUSCOGEE
 CM0396  USGS QUAD   -  MIDLAND (1985)
 CM0396
 CM0396                         *CURRENT SURVEY CONTROL
 CM0396  ___________________________________________________________________
 CM0396* NAD 83(1986)-  32 32 35.     (N)    084 48 57.     (W)     SCALED    
 CM0396* NAVD 88     -       117.766  (meters)     386.37   (feet)  ADJUSTED  
 CM0396  ___________________________________________________________________
 CM0396  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CM0396  DYNAMIC HT  -         117.632 (meters)     385.93  (feet)  COMP
 CM0396  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CM0396
 CM0396  VERT ORDER  -  FIRST     CLASS II
 CM0396
 CM0396.The horizontal coordinates were scaled from a topographic map and have
 CM0396.an estimated accuracy of +/- 6 seconds.
 CM0396
 CM0396.The orthometric height was determined by differential leveling
 CM0396.and adjusted by the National Geodetic Survey in June 1991..
 CM0396
 CM0396.The geoid height was determined by GEOID03.
 CM0396
 CM0396.The dynamic height is computed by dividing the NAVD 88
 CM0396.geopotential number by the normal gravity value computed on the
 CM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0396.degrees latitude (g = 980.6199 gals.).
 CM0396
 CM0396.The modeled gravity was interpolated from observed gravity values.
 CM0396
 CM0396;                    North         East    Units  Estimated Accuracy
 CM0396;SPC GA W     -   282,120.      639,030.      MT  (+/- 180 meters Scaled)
 CM0396
 CM0396                          SUPERSEDED SURVEY CONTROL
 CM0396
 CM0396  NGVD 29 (??/??/92)  117.828  (m)          386.57   (f) ADJ UNCH    1 2
 CM0396
 CM0396.Superseded values are not recommended for survey control.
 CM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0396.See file dsdata.txt to determine how the superseded data were derived.
 CM0396
 CM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB051027(NAD 83)
 CM0396_MARKER: DB = BENCH MARK DISK
 CM0396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CM0396_SP_SET: CULVERT HEADWALL
 CM0396_STAMPING: B 227 1958
 CM0396_MARK LOGO: CGS   
 CM0396_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0396+STABILITY: SURFACE MOTION
 CM0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM0396+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 CM0396
 CM0396  HISTORY     - Date     Condition        Report By
 CM0396  HISTORY     - 1958     MONUMENTED       CGS
 CM0396  HISTORY     - 19900802 SEE DESCRIPTION  NGS
 CM0396
 CM0396                          STATION DESCRIPTION
 CM0396
 CM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0396'4.2 MI SW FROM UPATOI.
 CM0396'ABOUT 4.25 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0396'FROM THE BRICK CHURCH AND CEMETERY IN UPATOI, ABOUT 125 YARDS
 CM0396'SOUTHWEST OF MILE POST S 278, SET IN THE TOP OF THE SOUTHWEST END
 CM0396'OF THE NORTHWEST HEADWALL OF A 20-FOOT TWO HOLED CONCRETE CULVERT
 CM0396'UNDER U.S. HIGHWAY 80 OVER DOZIER CREEK, 33 FEET NORTHWEST OF THE
 CM0396'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF SOUTHWEST END OF
 CM0396'THE HEADWALL, ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CM0396
 CM0396                          STATION RECOVERY (1990)
 CM0396
 CM0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JRO)
 CM0396'MARK WAS RECOVERED IN GOOD CONDITION AND USED TO ESTABLISH B 227 RESET
 CM0396'1990.  B 227 HAS BEEN COVERED BY SIX FEET OF FILL FILL AND IS NOW
 CM0396'UNDER THE MEDIAN OF FOUR-LANE U.S.  80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3005 ***********************************************************************
 AB3005  DESIGNATION -  B 227 RESET
 AB3005  PID         -  AB3005
 AB3005  STATE/COUNTY-  GA/MUSCOGEE
 AB3005  USGS QUAD   -  MIDLAND (1985)
 AB3005
 AB3005                         *CURRENT SURVEY CONTROL
 AB3005  ___________________________________________________________________
 AB3005* NAD 83(1986)-  32 32 35.     (N)    084 48 57.     (W)     SCALED    
 AB3005* NAVD 88     -       117.491  (meters)     385.47   (feet)  ADJUSTED  
 AB3005  ___________________________________________________________________
 AB3005  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB3005  DYNAMIC HT  -         117.358 (meters)     385.03  (feet)  COMP
 AB3005  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 AB3005
 AB3005  VERT ORDER  -  FIRST     CLASS II
 AB3005
 AB3005.The horizontal coordinates were scaled from a topographic map and have
 AB3005.an estimated accuracy of +/- 6 seconds.
 AB3005
 AB3005.The orthometric height was determined by differential leveling
 AB3005.and adjusted by the National Geodetic Survey in April 1998..
 AB3005
 AB3005.The geoid height was determined by GEOID03.
 AB3005
 AB3005.The dynamic height is computed by dividing the NAVD 88
 AB3005.geopotential number by the normal gravity value computed on the
 AB3005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3005.degrees latitude (g = 980.6199 gals.).
 AB3005
 AB3005.The modeled gravity was interpolated from observed gravity values.
 AB3005
 AB3005;                    North         East    Units  Estimated Accuracy
 AB3005;SPC GA W     -   282,120.      639,030.      MT  (+/- 180 meters Scaled)
 AB3005
 AB3005                          SUPERSEDED SURVEY CONTROL
 AB3005
 AB3005.No superseded survey control is available for this station.
 AB3005
 AB3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB051027(NAD 83)
 AB3005_MARKER: DV = VERTICAL CONTROL DISK
 AB3005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3005_SP_SET: CULVERT HEADWALL
 AB3005_STAMPING: B 227 RESET 1990
 AB3005_MARK LOGO: NGS   
 AB3005_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3005+STABILITY: SURFACE MOTION
 AB3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3005+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AB3005
 AB3005  HISTORY     - Date     Condition        Report By
 AB3005  HISTORY     - 1990     MONUMENTED       NGS
 AB3005
 AB3005                          STATION DESCRIPTION
 AB3005
 AB3005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (JRO)
 AB3005'0.55 MILES (0.89 KM) EAST ALONG U.S.  80 FROM THE ENTRANCE TO THE
 AB3005'PRATT AND WHITNEY PLANT TO THE MARK ON THE RIGHT, 37.0 FEET (11.3 M)
 AB3005'SOUTH OF THE CENTER OF THE EAST-BOUND HIGHWAY LANES, 1.5 FEET (0.5 M)
 AB3005'EAST OF THE WEST CORNER OF THE SOUTH HEADWALL OF A 20-FOOT DOUBLE BOX
 AB3005'CULVERT UNDER THE HIGHWAY, 9.6 FEET (2.9 M) BELOW THE EXISTING
 AB3005'(PROPOSED EAST-BOUND) HIGHWAY LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3006 ***********************************************************************
 AB3006  DESIGNATION -  B 227 RESET
 AB3006  PID         -  AB3006
 AB3006  STATE/COUNTY-  GA/MUSCOGEE
 AB3006  USGS QUAD   -  MIDLAND (1985)
 AB3006
 AB3006                         *CURRENT SURVEY CONTROL
 AB3006  ___________________________________________________________________
 AB3006* NAD 83(1986)-  32 32 36.     (N)    084 48 57.     (W)     SCALED    
 AB3006* NAVD 88     -       118.158  (meters)     387.66   (feet)  ADJUSTED  
 AB3006  ___________________________________________________________________
 AB3006  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AB3006  DYNAMIC HT  -         118.024 (meters)     387.22  (feet)  COMP
 AB3006  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 AB3006
 AB3006  VERT ORDER  -  FIRST     CLASS II
 AB3006
 AB3006.The horizontal coordinates were scaled from a topographic map and have
 AB3006.an estimated accuracy of +/- 6 seconds.
 AB3006
 AB3006.The orthometric height was determined by differential leveling
 AB3006.and adjusted by the National Geodetic Survey in April 1998..
 AB3006
 AB3006.The geoid height was determined by GEOID03.
 AB3006
 AB3006.The dynamic height is computed by dividing the NAVD 88
 AB3006.geopotential number by the normal gravity value computed on the
 AB3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3006.degrees latitude (g = 980.6199 gals.).
 AB3006
 AB3006.The modeled gravity was interpolated from observed gravity values.
 AB3006
 AB3006;                    North         East    Units  Estimated Accuracy
 AB3006;SPC GA W     -   282,150.      639,030.      MT  (+/- 180 meters Scaled)
 AB3006
 AB3006                          SUPERSEDED SURVEY CONTROL
 AB3006
 AB3006.No superseded survey control is available for this station.
 AB3006
 AB3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB051027(NAD 83)
 AB3006_MARKER: DV = VERTICAL CONTROL DISK
 AB3006_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB3006_SP_SET: BOX CULVERT HEADWALL
 AB3006_STAMPING: B 227 RESET 1992
 AB3006_MARK LOGO: NGS   
 AB3006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3006+STABILITY: SURFACE MOTION
 AB3006
 AB3006  HISTORY     - Date     Condition        Report By
 AB3006  HISTORY     - 1992     MONUMENTED       NGS
 AB3006
 AB3006                          STATION DESCRIPTION
 AB3006
 AB3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3006'0.55 MILE (0.89 KM) EAST ALONG U.S.  80 FROM THE ENTRANCE TO THE PRATT
 AB3006'AND WHITNEY PLANT TO THE MARK ON THE LEFT IN THE WEST END OF THE NORTH
 AB3006'HEADWALL OF A TWENTY-FOOT DOUBLE BOX CULVERT UNDER THE 4-LANE HIGHWAY,
 AB3006'ABOUT 40 FEET (12.2 M) NORTH OF THE CENTERLINE OF THE WEST-BOUND
 AB3006'LANES, 2 FEET (0.6 M) EAST OF THE WEST HEADWALL END AND 10 FEET (3.0
 AB3006'M) BELOW HWY.  THIS MARK REPLACES B 227 RESET 1990 BECAUSE OF HIGHWAY
 AB3006'CONSTRUCTION.  MARGINAL FOR GPS.  BLOCKED BY TREES TO NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0022 ***********************************************************************
 CM0022  DESIGNATION -  B 228
 CM0022  PID         -  CM0022
 CM0022  STATE/COUNTY-  GA/TAYLOR
 CM0022  USGS QUAD   -  BUTLER WEST (1985)
 CM0022
 CM0022                         *CURRENT SURVEY CONTROL
 CM0022  ___________________________________________________________________
 CM0022* NAD 83(1986)-  32 33 51.     (N)    084 15 32.     (W)     SCALED    
 CM0022* NAVD 88     -       207.792  (meters)     681.73   (feet)  ADJUSTED  
 CM0022  ___________________________________________________________________
 CM0022  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CM0022  DYNAMIC HT  -         207.560 (meters)     680.97  (feet)  COMP
 CM0022  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 CM0022
 CM0022  VERT ORDER  -  FIRST     CLASS II
 CM0022
 CM0022.The horizontal coordinates were scaled from a topographic map and have
 CM0022.an estimated accuracy of +/- 6 seconds.
 CM0022
 CM0022.The orthometric height was determined by differential leveling
 CM0022.and adjusted by the National Geodetic Survey in June 1991..
 CM0022
 CM0022.The geoid height was determined by GEOID03.
 CM0022
 CM0022.The dynamic height is computed by dividing the NAVD 88
 CM0022.geopotential number by the normal gravity value computed on the
 CM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0022.degrees latitude (g = 980.6199 gals.).
 CM0022
 CM0022.The modeled gravity was interpolated from observed gravity values.
 CM0022
 CM0022;                    North         East    Units  Estimated Accuracy
 CM0022;SPC GA W     -   284,280.      691,340.      MT  (+/- 180 meters Scaled)
 CM0022
 CM0022                          SUPERSEDED SURVEY CONTROL
 CM0022
 CM0022  NGVD 29 (??/??/92)  207.878  (m)          682.01   (f) ADJ UNCH    1 2
 CM0022
 CM0022.Superseded values are not recommended for survey control.
 CM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0022.See file dsdata.txt to determine how the superseded data were derived.
 CM0022
 CM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB573062(NAD 83)
 CM0022_MARKER: DB = BENCH MARK DISK
 CM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0022_STAMPING: B 228 1958
 CM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0022+STABILITY: SURFACE MOTION
 CM0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM0022+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 CM0022
 CM0022  HISTORY     - Date     Condition        Report By
 CM0022  HISTORY     - 1958     MONUMENTED       CGS
 CM0022  HISTORY     - 20021113 GOOD             METRIC
 CM0022
 CM0022                          STATION DESCRIPTION
 CM0022
 CM0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0022'1.7 MI W FROM BUTLER.
 CM0022'ABOUT 1.7 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CM0022'STATION AT BUTLER, ABOUT 7 39-FOOT RAILS WEST OF MILE POST S 243,
 CM0022'BETWEEN THE TRACK AND STATE HIGHWAY 96, AT THE JUNCTION OF A
 CM0022'GRADED ROAD SOUTH, 55 1/2 FEET SOUTH OF SOUTH RAIL, 43 FEET NORTH
 CM0022'OF THE CENTER LINE OF THE HIGHWAY, 49 FEET EAST OF THE EXTENSION
 CM0022'OF THE CENTER LINE OF ROAD SOUTH, 45 1/2 FEET SOUTH-SOUTHWEST OF A
 CM0022'WHISTLE POST, 4 FEET WEST OF A TELEPHONE POLE NUMBER 34 AND IS IN
 CM0022'THE LINE OF THE POLES AND IS ALSO UNDER THE BRACE WIRE OF THE POLE,
 CM0022'2 1/2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE
 CM0022'LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CM0022'INCHES.
 CM0022
 CM0022                          STATION RECOVERY (2002)
 CM0022
 CM0022'RECOVERY NOTE BY METRIC SURVEYS 2002 (HLB)
 CM0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0080 ***********************************************************************
 DG0080  DESIGNATION -  B 23
 DG0080  PID         -  DG0080
 DG0080  STATE/COUNTY-  GA/DE KALB
 DG0080  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0080
 DG0080                         *CURRENT SURVEY CONTROL
 DG0080  ___________________________________________________________________
 DG0080* NAD 83(1994)-  33 48 29.64982(N)    084 18 00.42046(W)     ADJUSTED  
 DG0080* NAVD 88     -       275.888  (meters)     905.14   (feet)  ADJUSTED  
 DG0080  ___________________________________________________________________
 DG0080  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG0080  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0080  DYNAMIC HT  -         275.583 (meters)     904.14  (feet)  COMP
 DG0080  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 DG0080
 DG0080  HORZ ORDER  -  SECOND
 DG0080  VERT ORDER  -  FIRST     CLASS II
 DG0080
 DG0080.The horizontal coordinates were established by classical geodetic methods
 DG0080.and adjusted by the National Geodetic Survey in September 1997..
 DG0080
 DG0080.The orthometric height was determined by differential leveling
 DG0080.and adjusted by the National Geodetic Survey in June 1991..
 DG0080
 DG0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0080
 DG0080.The geoid height was determined by GEOID03.
 DG0080
 DG0080.The dynamic height is computed by dividing the NAVD 88
 DG0080.geopotential number by the normal gravity value computed on the
 DG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0080.degrees latitude (g = 980.6199 gals.).
 DG0080
 DG0080.The modeled gravity was interpolated from observed gravity values.
 DG0080
 DG0080;                    North         East     Units Scale Factor Converg.
 DG0080;SPC GA W     -   422,243.241   687,644.835   MT  0.99990188   -0 04 27.3
 DG0080;SPC GA W     - 1,385,309.70  2,256,048.10   sFT  0.99990188   -0 04 27.3
 DG0080;UTM  16      - 3,744,171.762   749,922.729   MT  1.00037008   +1 30 10.9
 DG0080
 DG0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0080!SPC GA W     -   0.99996132  x   0.99990188  =   0.99986321
 DG0080!UTM  16      -   0.99996132  x   1.00037008  =   1.00033139
 DG0080
 DG0080|---------------------------------------------------------------------|
 DG0080| PID    Reference Object                     Distance      Geod. Az  |
 DG0080|                                                           dddmmss.s |
 DG0080| DG0081 B 24                                383.237 METERS 05952     |
 DG0080| CZ2751 B 23 RM 2                            44.003 METERS 06106     |
 DG0080| CZ2750 B 23 RM 1                            21.495 METERS 06106     |
 DG0080| DG0079 B 22                                259.619 METERS 24054     |
 DG0080|---------------------------------------------------------------------|
 DG0080
 DG0080                          SUPERSEDED SURVEY CONTROL
 DG0080
 DG0080  NAD 83(1986)-  33 48 29.65406(N)    084 18 00.42019(W) AD(       ) 2
 DG0080  NAD 27      -  33 48 29.28262(N)    084 18 00.69878(W) AD(       ) 2
 DG0080  NGVD 29 (??/??/92)  275.809  (m)          904.88   (f) ADJ UNCH    1 2
 DG0080
 DG0080.Superseded values are not recommended for survey control.
 DG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0080.See file dsdata.txt to determine how the superseded data were derived.
 DG0080
 DG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4992344172(NAD 83)
 DG0080_MARKER: DD = SURVEY DISK
 DG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0080_STAMPING: B 23
 DG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0080+STABILITY: SURFACE MOTION
 DG0080
 DG0080  HISTORY     - Date     Condition        Report By
 DG0080  HISTORY     - 1973     MONUMENTED       MARTA
 DG0080  HISTORY     - 1973     GOOD             NGS
 DG0080
 DG0080                          STATION DESCRIPTION
 DG0080
 DG0080'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0080'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON S.E. SIDE OF
 DG0080'S.C.L. R/R, 10.21 FT EAST OF EAST RAIL, 175 FT S.W. OF CALL
 DG0080'BOX AND 95 FT NORTH OF TELEGRAPH POLE (NO NUMBER).  1350 FT
 DG0080'+ OR - N.E. OF A R.R. BRIDGE OVER A BRANCH OF PEACHTREE
 DG0080'CREEK S. FORK.
 DG0080
 DG0080                          STATION RECOVERY (1973)
 DG0080
 DG0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0080'2.3 MI N FROM DECATUR.
 DG0080'A STANDARD MARTA BRASS DISK SET ALONG THE SOUTHEAST SIDE OF THE
 DG0080'SEABOARD COAST LINE RAILROAD ABOUT 3.2 MILES NORTHEAST, ALONG
 DG0080'THE TRACKS FROM W. HOWARD AVE., APPROXIMATELY 2070 FEET NORTHEAST
 DG0080'OF MILEPOST 567, APPROXIMATELY 1340 FEET NORTHEAST OF THE
 DG0080'NORTHEAST END OF A RAILROAD BRIDGE OVER A BRANCH OF THE SOUTH
 DG0080'FORK OF PEACHTREE CREEK, 175 FEET SOUTHWEST OF A CALL BOX, 95
 DG0080'FEET NORTH OF A TELEPHONE POLE, 10.2 FEET SOUTHEAST OF THE
 DG0080'SOUTHEAST RAIL.  THE DISK IS ATOP A CONCRETE POST FLUSH WITH THE
 DG0080'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0718 ***********************************************************************
 DF0718  DESIGNATION -  B 230
 DF0718  PID         -  DF0718
 DF0718  STATE/COUNTY-  GA/BUTTS
 DF0718  USGS QUAD   -  BERNER (1981)
 DF0718
 DF0718                         *CURRENT SURVEY CONTROL
 DF0718  ___________________________________________________________________
 DF0718* NAD 83(1986)-  33 10 54.     (N)    083 49 32.     (W)     SCALED    
 DF0718* NAVD 88     -       122.592  (meters)     402.20   (feet)  ADJUSTED  
 DF0718  ___________________________________________________________________
 DF0718  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF0718  DYNAMIC HT  -         122.459 (meters)     401.77  (feet)  COMP
 DF0718  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DF0718
 DF0718  VERT ORDER  -  FIRST     CLASS II
 DF0718
 DF0718.The horizontal coordinates were scaled from a topographic map and have
 DF0718.an estimated accuracy of +/- 6 seconds.
 DF0718
 DF0718.The orthometric height was determined by differential leveling
 DF0718.and adjusted by the National Geodetic Survey in June 1991..
 DF0718
 DF0718.The geoid height was determined by GEOID03.
 DF0718
 DF0718.The dynamic height is computed by dividing the NAVD 88
 DF0718.geopotential number by the normal gravity value computed on the
 DF0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0718.degrees latitude (g = 980.6199 gals.).
 DF0718
 DF0718.The modeled gravity was interpolated from observed gravity values.
 DF0718
 DF0718;                    North         East    Units  Estimated Accuracy
 DF0718;SPC GA W     -   352,800.      731,810.      MT  (+/- 180 meters Scaled)
 DF0718
 DF0718                          SUPERSEDED SURVEY CONTROL
 DF0718
 DF0718  NGVD 29 (??/??/92)  122.664  (m)          402.44   (f) ADJ UNCH    1 2
 DF0718
 DF0718.Superseded values are not recommended for survey control.
 DF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0718.See file dsdata.txt to determine how the superseded data were derived.
 DF0718
 DF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS365749(NAD 83)
 DF0718_MARKER: DB = BENCH MARK DISK
 DF0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0718_SP_SET: BRIDGE
 DF0718_STAMPING: B 230 1958
 DF0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0718
 DF0718  HISTORY     - Date     Condition        Report By
 DF0718  HISTORY     - 1958     MONUMENTED       CGS
 DF0718
 DF0718                          STATION DESCRIPTION
 DF0718
 DF0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0718'2.4 MI NW FROM BERNER.
 DF0718'ABOUT 2.4 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DF0718'CROSSING OF STATE HIGHWAY 83 AT BERNER, 0.25 MILE SOUTH OF
 DF0718'MILEPOST 210, 6 1/2 FEET WEST OF THE WEST RAIL, IN TOP OF THE EAST
 DF0718'END OF THE NORTH CONCRETE ABUTMENT OF STEEL PLATE BRIDGE OVER
 DF0718'SANDY CREEK, AND ABOUT 8 INCHES BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0080 ***********************************************************************
 CM0080  DESIGNATION -  B 231
 CM0080  PID         -  CM0080
 CM0080  STATE/COUNTY-  GA/UPSON
 CM0080  USGS QUAD   -  YATESVILLE (1973)
 CM0080
 CM0080                         *CURRENT SURVEY CONTROL
 CM0080  ___________________________________________________________________
 CM0080* NAD 83(1986)-  32 56 03.     (N)    084 10 40.     (W)     SCALED    
 CM0080* NAVD 88     -       218.915  (meters)     718.22   (feet)  ADJUSTED  
 CM0080  ___________________________________________________________________
 CM0080  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CM0080  DYNAMIC HT  -         218.671 (meters)     717.42  (feet)  COMP
 CM0080  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 CM0080
 CM0080  VERT ORDER  -  SECOND    CLASS 0
 CM0080
 CM0080.The horizontal coordinates were scaled from a topographic map and have
 CM0080.an estimated accuracy of +/- 6 seconds.
 CM0080
 CM0080.The orthometric height was determined by differential leveling
 CM0080.and adjusted by the National Geodetic Survey in June 1991..
 CM0080
 CM0080.The geoid height was determined by GEOID03.
 CM0080
 CM0080.The dynamic height is computed by dividing the NAVD 88
 CM0080.geopotential number by the normal gravity value computed on the
 CM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0080.degrees latitude (g = 980.6199 gals.).
 CM0080
 CM0080.The modeled gravity was interpolated from observed gravity values.
 CM0080
 CM0080;                    North         East    Units  Estimated Accuracy
 CM0080;SPC GA W     -   325,300.      698,960.      MT  (+/- 180 meters Scaled)
 CM0080
 CM0080                          SUPERSEDED SURVEY CONTROL
 CM0080
 CM0080  NGVD 29 (??/??/92)  218.958  (m)          718.36   (f) ADJ UNCH    2 0
 CM0080
 CM0080.Superseded values are not recommended for survey control.
 CM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0080.See file dsdata.txt to determine how the superseded data were derived.
 CM0080
 CM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB638475(NAD 83)
 CM0080_MARKER: DB = BENCH MARK DISK
 CM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0080_STAMPING: B 231 1958
 CM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0080+STABILITY: SURFACE MOTION
 CM0080
 CM0080  HISTORY     - Date     Condition        Report By
 CM0080  HISTORY     - 1958     MONUMENTED       CGS
 CM0080
 CM0080                          STATION DESCRIPTION
 CM0080
 CM0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0080'2.6 MI NW FROM YATESVILLE.
 CM0080'ABOUT 2.55 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CM0080'STATION AT YATESVILLE, ABOUT 0.5 MILE SOUTHEAST OF MILE POST 68,
 CM0080'ABOUT 0.6 MILE SOUTHEAST OF CROSSING OF BOYT ROAD(EAST-WEST), AT
 CM0080'THE CROSSING OF A NARROW NORTH-SOUTH ROAD, 28 FEET NORTHEAST OF
 CM0080'NORTHEAST RAIL, 20 FEET EAST OF CENTER LINE OF ROAD, 20 1/2 FEET
 CM0080'NORTHEAST OF SOUTHEAST END OF A 24-INCH CORRUGATED PIPE CULVERT
 CM0080'UNDER ROAD, 4 FEET SOUTHEAST OF CROSSING SIGN, 2 FEET NORTHWEST OF
 CM0080'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN
 CM0080'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0812 ***********************************************************************
 DG0812  DESIGNATION -  B 232
 DG0812  PID         -  DG0812
 DG0812  STATE/COUNTY-  GA/LAMAR
 DG0812  USGS QUAD   -  ORCHARD HILL (1982)
 DG0812
 DG0812                         *CURRENT SURVEY CONTROL
 DG0812  ___________________________________________________________________
 DG0812* NAD 83(1986)-  33 08 23.     (N)    084 11 42.     (W)     SCALED    
 DG0812* NAVD 88     -       257.133  (meters)     843.61   (feet)  ADJUSTED  
 DG0812  ___________________________________________________________________
 DG0812  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DG0812  DYNAMIC HT  -         256.842 (meters)     842.66  (feet)  COMP
 DG0812  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 DG0812
 DG0812  VERT ORDER  -  SECOND    CLASS 0
 DG0812
 DG0812.The horizontal coordinates were scaled from a topographic map and have
 DG0812.an estimated accuracy of +/- 6 seconds.
 DG0812
 DG0812.The orthometric height was determined by differential leveling
 DG0812.and adjusted by the National Geodetic Survey in June 1991..
 DG0812
 DG0812.The geoid height was determined by GEOID03.
 DG0812
 DG0812.The dynamic height is computed by dividing the NAVD 88
 DG0812.geopotential number by the normal gravity value computed on the
 DG0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0812.degrees latitude (g = 980.6199 gals.).
 DG0812
 DG0812.The modeled gravity was interpolated from observed gravity values.
 DG0812
 DG0812;                    North         East    Units  Estimated Accuracy
 DG0812;SPC GA W     -   348,100.      697,360.      MT  (+/- 180 meters Scaled)
 DG0812
 DG0812                          SUPERSEDED SURVEY CONTROL
 DG0812
 DG0812  NGVD 29 (??/??/92)  257.163  (m)          843.71   (f) ADJ UNCH    2 0
 DG0812
 DG0812.Superseded values are not recommended for survey control.
 DG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0812.See file dsdata.txt to determine how the superseded data were derived.
 DG0812
 DG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB616702(NAD 83)
 DG0812_MARKER: DB = BENCH MARK DISK
 DG0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0812_STAMPING: B 232 1958
 DG0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0812+STABILITY: SURFACE MOTION
 DG0812
 DG0812  HISTORY     - Date     Condition        Report By
 DG0812  HISTORY     - 1958     MONUMENTED       CGS
 DG0812
 DG0812                          STATION DESCRIPTION
 DG0812
 DG0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0812'1.7 MI N FROM MILNER.
 DG0812'ABOUT 1.7 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DG0812'THE STATION AT MILNER, 0.3 MILE SOUTH OF MILEPOST S 242, 60 FEET
 DG0812'SOUTHWEST OF THE SOUTHWEST RAIL, 224 FEET NORTHWEST OF THE CENTER
 DG0812'OF CROSSING OF A CONNECTING ROAD BETWEEN U.S. HIGHWAY 41 AND A ROAD
 DG0812'PARALLELING THE TRACK, 224 FEET NORTHEAST OF THE CENTER OF A
 DG0812'GATE, 2 1/2 FEET NORTHEAST OF A WIRE FENCE, 2 1/2 FEET NORTHWEST
 DG0812'OF TELEPHONE POLE 2064, ABOUT LEVEL WITH GRAVEL ROAD ALONG TRACK,
 DG0812'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 DG0812'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0746 ***********************************************************************
 DF0746  DESIGNATION -  B 233
 DF0746  PID         -  DF0746
 DF0746  STATE/COUNTY-  GA/MONROE
 DF0746  USGS QUAD   -  FORSYTH (1985)
 DF0746
 DF0746                         *CURRENT SURVEY CONTROL
 DF0746  ___________________________________________________________________
 DF0746* NAD 83(1986)-  33 01 35.     (N)    083 55 18.     (W)     SCALED    
 DF0746* NAVD 88     -       210.399  (meters)     690.28   (feet)  ADJUSTED  
 DF0746  ___________________________________________________________________
 DF0746  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DF0746  DYNAMIC HT  -         210.168 (meters)     689.53  (feet)  COMP
 DF0746  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 DF0746
 DF0746  VERT ORDER  -  SECOND    CLASS 0
 DF0746
 DF0746.The horizontal coordinates were scaled from a topographic map and have
 DF0746.an estimated accuracy of +/- 6 seconds.
 DF0746
 DF0746.The orthometric height was determined by differential leveling
 DF0746.and adjusted by the National Geodetic Survey in June 1991..
 DF0746
 DF0746.The geoid height was determined by GEOID03.
 DF0746
 DF0746.The dynamic height is computed by dividing the NAVD 88
 DF0746.geopotential number by the normal gravity value computed on the
 DF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0746.degrees latitude (g = 980.6199 gals.).
 DF0746
 DF0746.The modeled gravity was interpolated from observed gravity values.
 DF0746
 DF0746;                    North         East    Units  Estimated Accuracy
 DF0746;SPC GA W     -   335,550.      722,890.      MT  (+/- 180 meters Scaled)
 DF0746
 DF0746                          SUPERSEDED SURVEY CONTROL
 DF0746
 DF0746  NGVD 29 (??/??/92)  210.488  (m)          690.58   (f) ADJ UNCH    2 0
 DF0746
 DF0746.Superseded values are not recommended for survey control.
 DF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0746.See file dsdata.txt to determine how the superseded data were derived.
 DF0746
 DF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS271580(NAD 83)
 DF0746_MARKER: DB = BENCH MARK DISK
 DF0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0746_STAMPING: B 233 1958
 DF0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0746+STABILITY: SURFACE MOTION
 DF0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF0746+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DF0746
 DF0746  HISTORY     - Date     Condition        Report By
 DF0746  HISTORY     - 1958     MONUMENTED       CGS
 DF0746  HISTORY     - 1985     GOOD             LOCSUR
 DF0746  HISTORY     - 20040604 GOOD             METRIC
 DF0746
 DF0746                          STATION DESCRIPTION
 DF0746
 DF0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0746'0.9 MI SE FROM FORSYTH.
 DF0746'ABOUT 0.9 MILE SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0746'FROM THE STATION AT FORSYTH, 0.45 MILE NORTHWEST OF MILEPOST S
 DF0746'216, 128 FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING OF
 DF0746'THE MAIN TRACK AND STATE HIGHWAY 18 LEADING EAST, 67 FEET
 DF0746'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 37 FEET SOUTH
 DF0746'OF THE CENTER LINE OF STATE HIGHWAY 18, 29 FEET NORTH OF A WIRE
 DF0746'FENCE, 9 1/2 FEET EAST-SOUTHEAST OF A POWER LINE AND TELEPHONE
 DF0746'POLE, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW
 DF0746'THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 DF0746'PROJECTING 4 INCHES.
 DF0746
 DF0746                          STATION RECOVERY (1985)
 DF0746
 DF0746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 DF0746'ADDITIONAL N.G.S. FIBERGLAS WITNESS POST ERECTED 2.0 FEET
 DF0746'WEST-NORTHWEST OF MARK.
 DF0746
 DF0746                          STATION RECOVERY (2004)
 DF0746
 DF0746'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF0746'MARK IS 1 FOOT NORTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0541 ***********************************************************************
 DF0541  DESIGNATION -  B 234
 DF0541  PID         -  DF0541
 DF0541  STATE/COUNTY-  GA/BALDWIN
 DF0541  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF0541
 DF0541                         *CURRENT SURVEY CONTROL
 DF0541  ___________________________________________________________________
 DF0541* NAD 83(1986)-  33 05 13.     (N)    083 13 38.     (W)     SCALED    
 DF0541* NAVD 88     -        83.038  (meters)     272.43   (feet)  ADJUSTED  
 DF0541  ___________________________________________________________________
 DF0541  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF0541  DYNAMIC HT  -          82.949 (meters)     272.14  (feet)  COMP
 DF0541  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DF0541
 DF0541  VERT ORDER  -  FIRST     CLASS II
 DF0541
 DF0541.The horizontal coordinates were scaled from a topographic map and have
 DF0541.an estimated accuracy of +/- 6 seconds.
 DF0541
 DF0541.The orthometric height was determined by differential leveling
 DF0541.and adjusted by the National Geodetic Survey in June 1991..
 DF0541.WARNING-Repeat measurements at this control monument indicate possible
 DF0541.vertical movement.
 DF0541
 DF0541.The geoid height was determined by GEOID03.
 DF0541
 DF0541.The dynamic height is computed by dividing the NAVD 88
 DF0541.geopotential number by the normal gravity value computed on the
 DF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0541.degrees latitude (g = 980.6199 gals.).
 DF0541
 DF0541.The modeled gravity was interpolated from observed gravity values.
 DF0541
 DF0541;                    North         East    Units  Estimated Accuracy
 DF0541;SPC GA E     -   342,740.      100,990.      MT  (+/- 180 meters Scaled)
 DF0541
 DF0541                          SUPERSEDED SURVEY CONTROL
 DF0541
 DF0541  NGVD 29 (??/??/92)   83.213  (m)          273.01   (f) ADJ UNCH    1 2
 DF0541
 DF0541.Superseded values are not recommended for survey control.
 DF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0541.See file dsdata.txt to determine how the superseded data were derived.
 DF0541
 DF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS921631(NAD 83)
 DF0541_MARKER: DB = BENCH MARK DISK
 DF0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0541_SP_SET: BRIDGE
 DF0541_STAMPING: B 234 1959
 DF0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0541
 DF0541  HISTORY     - Date     Condition        Report By
 DF0541  HISTORY     - 1959     MONUMENTED       CGS
 DF0541  HISTORY     - 1976     GOOD             NGS
 DF0541  HISTORY     - 1979     GOOD             NGS
 DF0541
 DF0541                          STATION DESCRIPTION
 DF0541
 DF0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DF0541'AT MILLEDGEVILLE.
 DF0541'AT MILLEDGEVILLE, ABOUT 0.3 MILE SOUTHEAST ALONG NORTH JEFFERSON
 DF0541'STREET FROM THE GEORGIA RAILROAD STATION, IN TOP OF THE SOUTHEAST
 DF0541'END OF THE CONCRETE BASE TO THE SOUTHWEST GUARD RAIL TO A 33
 DF0541'FOOT CONCRETE BRIDGE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DF0541'STREET, 1/2 FOOT NORTHWEST OF THE SOUTHEAST END OF THE GUARD
 DF0541'RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 DF0541
 DF0541                          STATION RECOVERY (1976)
 DF0541
 DF0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0541'RECOVERED IN GOOD CONDITION.
 DF0541
 DF0541                          STATION RECOVERY (1979)
 DF0541
 DF0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0589 ***********************************************************************
 DF0589  DESIGNATION -  B 235
 DF0589  PID         -  DF0589
 DF0589  STATE/COUNTY-  GA/BALDWIN
 DF0589  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0589
 DF0589                         *CURRENT SURVEY CONTROL
 DF0589  ___________________________________________________________________
 DF0589* NAD 83(1986)-  33 07 02.     (N)    083 17 16.     (W)     SCALED    
 DF0589* NAVD 88     -       137.339  (meters)     450.59   (feet)  ADJUSTED  
 DF0589  ___________________________________________________________________
 DF0589  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF0589  DYNAMIC HT  -         137.193 (meters)     450.11  (feet)  COMP
 DF0589  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DF0589
 DF0589  VERT ORDER  -  FIRST     CLASS II
 DF0589
 DF0589.The horizontal coordinates were scaled from a topographic map and have
 DF0589.an estimated accuracy of +/- 6 seconds.
 DF0589
 DF0589.The orthometric height was determined by differential leveling
 DF0589.and adjusted by the National Geodetic Survey in June 1991..
 DF0589
 DF0589.The geoid height was determined by GEOID03.
 DF0589
 DF0589.The dynamic height is computed by dividing the NAVD 88
 DF0589.geopotential number by the normal gravity value computed on the
 DF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0589.degrees latitude (g = 980.6199 gals.).
 DF0589
 DF0589.The modeled gravity was interpolated from observed gravity values.
 DF0589
 DF0589;                    North         East    Units  Estimated Accuracy
 DF0589;SPC GA E     -   346,160.       95,380.      MT  (+/- 180 meters Scaled)
 DF0589
 DF0589                          SUPERSEDED SURVEY CONTROL
 DF0589
 DF0589  NGVD 29 (??/??/92)  137.496  (m)          451.10   (f) ADJ UNCH    1 2
 DF0589
 DF0589.Superseded values are not recommended for survey control.
 DF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0589.See file dsdata.txt to determine how the superseded data were derived.
 DF0589
 DF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS865666(NAD 83)
 DF0589_MARKER: DB = BENCH MARK DISK
 DF0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0589_STAMPING: B 235 1959
 DF0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0589+STABILITY: SURFACE MOTION
 DF0589
 DF0589  HISTORY     - Date     Condition        Report By
 DF0589  HISTORY     - 1959     MONUMENTED       CGS
 DF0589  HISTORY     - 1976     GOOD             NGS
 DF0589  HISTORY     - 1979     GOOD             NGS
 DF0589
 DF0589                          STATION DESCRIPTION
 DF0589
 DF0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DF0589'3.5 MI NW FROM MILLEDGEVILLE.
 DF0589'3.5 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DF0589'THE CROSSING OF THE GEORGIA RAILROAD AT MILLEDGEVILLE, AT MILEPOST
 DF0589'S 192, BETWEEN THE TRACK AND A DIRT ROAD PARALLELING THE TRACK
 DF0589'ON THE NORTHEAST SIDE, 20 1/2 FEET NORTHEAST OF THE NORTHEAST
 DF0589'RAIL, 16 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 137 FEET
 DF0589'NORTHWEST OF THE MILEPOST, 12 1/2 FEET WEST OF THE FIRST TELEPHONE
 DF0589'POLE NORTHWEST OF THE MILEPOST, 2 FEET NORTHWEST OF A STEEL WITNESS
 DF0589'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 DF0589'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DF0589
 DF0589                          STATION RECOVERY (1976)
 DF0589
 DF0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0589'RECOVERED IN GOOD CONDITION.
 DF0589
 DF0589                          STATION RECOVERY (1979)
 DF0589
 DF0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0973 ***********************************************************************
 CL0973  DESIGNATION -  B 236
 CL0973  PID         -  CL0973
 CL0973  STATE/COUNTY-  GA/MONROE
 CL0973  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL0973
 CL0973                         *CURRENT SURVEY CONTROL
 CL0973  ___________________________________________________________________
 CL0973* NAD 83(1986)-  32 41 06.     (N)    083 42 06.     (W)     SCALED    
 CL0973* NAVD 88     -        94.552  (meters)     310.21   (feet)  ADJUSTED  
 CL0973  ___________________________________________________________________
 CL0973  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CL0973  DYNAMIC HT  -          94.446 (meters)     309.86  (feet)  COMP
 CL0973  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CL0973
 CL0973  VERT ORDER  -  FIRST     CLASS II
 CL0973
 CL0973.The horizontal coordinates were scaled from a topographic map and have
 CL0973.an estimated accuracy of +/- 6 seconds.
 CL0973
 CL0973.The orthometric height was determined by differential leveling
 CL0973.and adjusted by the National Geodetic Survey in June 1991..
 CL0973
 CL0973.The geoid height was determined by GEOID03.
 CL0973
 CL0973.The dynamic height is computed by dividing the NAVD 88
 CL0973.geopotential number by the normal gravity value computed on the
 CL0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0973.degrees latitude (g = 980.6199 gals.).
 CL0973
 CL0973.The modeled gravity was interpolated from observed gravity values.
 CL0973
 CL0973;                    North         East    Units  Estimated Accuracy
 CL0973;SPC GA W     -   297,770.      743,610.      MT  (+/- 180 meters Scaled)
 CL0973
 CL0973                          SUPERSEDED SURVEY CONTROL
 CL0973
 CL0973  NGVD 29 (??/??/92)   94.668  (m)          310.59   (f) ADJ UNCH    1 2
 CL0973
 CL0973.Superseded values are not recommended for survey control.
 CL0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0973.See file dsdata.txt to determine how the superseded data were derived.
 CL0973
 CL0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS466195(NAD 83)
 CL0973_MARKER: DB = BENCH MARK DISK
 CL0973_SETTING: 0 = UNSPECIFIED SETTING
 CL0973_SP_SET: COPPER-CLAD STEEL ROD
 CL0973_STAMPING: B 236 1958
 CL0973_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0973
 CL0973  HISTORY     - Date     Condition        Report By
 CL0973  HISTORY     - 1958     MONUMENTED       CGS
 CL0973  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0973  HISTORY     - 19901118 POOR             TRIBBL
 CL0973  HISTORY     - 19911208 MARK NOT FOUND   NGS
 CL0973
 CL0973                          STATION DESCRIPTION
 CL0973
 CL0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0973'5 MI NE FROM BYRON.
 CL0973'ABOUT 5.0 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0973'FROM THE STATION AT BYRON, AT MILEPOST S 203, ABOUT 4 RAILS WEST
 CL0973'OF THE WEST EDGE OF THE U.S. HIGHWAY 41 OVERPASS OVER THE TRACK,
 CL0973'24 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 13 FEET
 CL0973'NORTH OF THE CENTER LINE OF A NARROW ROAD THAT PARALLELS THE TRACK,
 CL0973'147 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE MILEPOST,
 CL0973'58 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 CL0973'OF A LARGE GREEN PAINTED HOUSE, 5 1/2 FEET NORTH OF THE SECOND
 CL0973'TELEPHONE POLE WEST OF THE HIGHWAY OVERPASS, 1 FOOT EAST OF A
 CL0973'STEEL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 CL0973'IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 CL0973'AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD
 CL0973'WAS DRIVEN TO A DEPTH OF 64 FEET.
 CL0973
 CL0973                          STATION RECOVERY (1973)
 CL0973
 CL0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0973'MARK NOT FOUND.
 CL0973
 CL0973                          STATION RECOVERY (1990)
 CL0973
 CL0973'RECOVERY NOTE BY TRIBBLE AND RICHARDSON 1990
 CL0973'MARK PRESUMED DESTROYED BY RECENT GRADING IN AREA. REMAINS OF COPPER
 CL0973'COATED STEEL ROD FOUND BUT DISK NOT FOUND.
 CL0973
 CL0973                          STATION RECOVERY (1991)
 CL0973
 CL0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CL0973'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1080 ***********************************************************************
 CL1080  DESIGNATION -  B 237
 CL1080  PID         -  CL1080
 CL1080  STATE/COUNTY-  GA/PEACH
 CL1080  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1080
 CL1080                         *CURRENT SURVEY CONTROL
 CL1080  ___________________________________________________________________
 CL1080* NAD 83(1986)-  32 33 07.     (N)    083 54 11.     (W)     SCALED    
 CL1080* NAVD 88     -       155.891  (meters)     511.45   (feet)  ADJUSTED  
 CL1080  ___________________________________________________________________
 CL1080  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CL1080  DYNAMIC HT  -         155.718 (meters)     510.88  (feet)  COMP
 CL1080  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CL1080
 CL1080  VERT ORDER  -  FIRST     CLASS II
 CL1080
 CL1080.The horizontal coordinates were scaled from a topographic map and have
 CL1080.an estimated accuracy of +/- 6 seconds.
 CL1080
 CL1080.The orthometric height was determined by differential leveling
 CL1080.and adjusted by the National Geodetic Survey in June 1991..
 CL1080
 CL1080.The geoid height was determined by GEOID03.
 CL1080
 CL1080.The dynamic height is computed by dividing the NAVD 88
 CL1080.geopotential number by the normal gravity value computed on the
 CL1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1080.degrees latitude (g = 980.6199 gals.).
 CL1080
 CL1080.The modeled gravity was interpolated from observed gravity values.
 CL1080
 CL1080;                    North         East    Units  Estimated Accuracy
 CL1080;SPC GA W     -   282,950.      724,760.      MT  (+/- 180 meters Scaled)
 CL1080
 CL1080                          SUPERSEDED SURVEY CONTROL
 CL1080
 CL1080  NGVD 29 (??/??/92)  155.987  (m)          511.77   (f) ADJ UNCH    1 2
 CL1080
 CL1080.Superseded values are not recommended for survey control.
 CL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1080.See file dsdata.txt to determine how the superseded data were derived.
 CL1080
 CL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS273053(NAD 83)
 CL1080_MARKER: DB = BENCH MARK DISK
 CL1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1080_STAMPING: B 237 1958
 CL1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1080+STABILITY: SURFACE MOTION
 CL1080
 CL1080  HISTORY     - Date     Condition        Report By
 CL1080  HISTORY     - 1958     MONUMENTED       CGS
 CL1080
 CL1080                          STATION DESCRIPTION
 CL1080
 CL1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1080'1.1 MI W FROM FORT VALLEY.
 CL1080'ABOUT 1.1 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL1080'FROM THE STATION AT FORT VALLEY, ABOUT 9 RAILS EAST OF MILEPOST
 CL1080'S 221, AT THE NORTHEAST END OF A ROAD THAT PASSES ALONG THE
 CL1080'WEST SIDE OF A CEMETERY, 34 1/2 FEET SOUTH OF THE SOUTH RAIL,
 CL1080'27 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD, 16 1/2 FEET
 CL1080'SOUTH-SOUTHWEST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER
 CL1080'THE TRACK, 4 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST
 CL1080'OF A STEEL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE TRACK,
 CL1080'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0956 ***********************************************************************
 CL0956  DESIGNATION -  B 238
 CL0956  PID         -  CL0956
 CL0956  STATE/COUNTY-  GA/PEACH
 CL0956  USGS QUAD   -  BYRON (1985)
 CL0956
 CL0956                         *CURRENT SURVEY CONTROL
 CL0956  ___________________________________________________________________
 CL0956* NAD 83(1986)-  32 38 21.     (N)    083 46 17.     (W)     SCALED    
 CL0956* NAVD 88     -       147.814  (meters)     484.95   (feet)  ADJUSTED  
 CL0956  ___________________________________________________________________
 CL0956  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CL0956  DYNAMIC HT  -         147.648 (meters)     484.41  (feet)  COMP
 CL0956  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CL0956
 CL0956  VERT ORDER  -  FIRST     CLASS II
 CL0956
 CL0956.The horizontal coordinates were scaled from a topographic map and have
 CL0956.an estimated accuracy of +/- 6 seconds.
 CL0956
 CL0956.The orthometric height was determined by differential leveling
 CL0956.and adjusted by the National Geodetic Survey in June 1991..
 CL0956
 CL0956.The geoid height was determined by GEOID03.
 CL0956
 CL0956.The dynamic height is computed by dividing the NAVD 88
 CL0956.geopotential number by the normal gravity value computed on the
 CL0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0956.degrees latitude (g = 980.6199 gals.).
 CL0956
 CL0956.The modeled gravity was interpolated from observed gravity values.
 CL0956
 CL0956;                    North         East    Units  Estimated Accuracy
 CL0956;SPC GA W     -   292,660.      737,090.      MT  (+/- 180 meters Scaled)
 CL0956
 CL0956                          SUPERSEDED SURVEY CONTROL
 CL0956
 CL0956  NGVD 29 (??/??/92)  147.923  (m)          485.31   (f) ADJ UNCH    1 2
 CL0956
 CL0956.Superseded values are not recommended for survey control.
 CL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0956.See file dsdata.txt to determine how the superseded data were derived.
 CL0956
 CL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS400146(NAD 83)
 CL0956_MARKER: DB = BENCH MARK DISK
 CL0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0956_STAMPING: B 238 1958
 CL0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0956+STABILITY: SURFACE MOTION
 CL0956
 CL0956  HISTORY     - Date     Condition        Report By
 CL0956  HISTORY     - 1958     MONUMENTED       CGS
 CL0956
 CL0956                          STATION DESCRIPTION
 CL0956
 CL0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0956'1.2 MI SW FROM BYRON.
 CL0956'ABOUT 1.2 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0956'FROM THE STATION AT BYRON, 0.35 MILE NORTHEAST OF STATE HIGHWAY
 CL0956'49 OVERPASS OVER THE TRACK, AT MILEPOLE 209+8, 26 FEET SOUTHEAST
 CL0956'OF THE SOUTHEAST RAIL, 107 FEET NORTHEAST OF THE EAST CORNER OF
 CL0956'THE CONCRETE BASE TO SIGNAL H 209-2, 6 FEET SOUTHWEST OF THE FIRST
 CL0956'TELEPHONE POLE NORTHEAST OF THE SIGNAL, 2 1/2 FEET NORTHEAST OF A
 CL0956'STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 CL0956'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1019 ***********************************************************************
 CL1019  DESIGNATION -  B 239
 CL1019  PID         -  CL1019
 CL1019  STATE/COUNTY-  GA/BIBB
 CL1019  USGS QUAD   -  MACON WEST (1985)
 CL1019
 CL1019                         *CURRENT SURVEY CONTROL
 CL1019  ___________________________________________________________________
 CL1019* NAD 83(1986)-  32 51 47.     (N)    083 39 07.     (W)     SCALED    
 CL1019* NAVD 88     -        98.114  (meters)     321.90   (feet)  ADJUSTED  
 CL1019  ___________________________________________________________________
 CL1019  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL1019  DYNAMIC HT  -          98.007 (meters)     321.54  (feet)  COMP
 CL1019  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CL1019
 CL1019  VERT ORDER  -  FIRST     CLASS II
 CL1019
 CL1019.The horizontal coordinates were scaled from a topographic map and have
 CL1019.an estimated accuracy of +/- 6 seconds.
 CL1019
 CL1019.The orthometric height was determined by differential leveling
 CL1019.and adjusted by the National Geodetic Survey in June 1991..
 CL1019
 CL1019.The geoid height was determined by GEOID03.
 CL1019
 CL1019.The dynamic height is computed by dividing the NAVD 88
 CL1019.geopotential number by the normal gravity value computed on the
 CL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1019.degrees latitude (g = 980.6199 gals.).
 CL1019
 CL1019.The modeled gravity was interpolated from observed gravity values.
 CL1019
 CL1019;                    North         East    Units  Estimated Accuracy
 CL1019;SPC GA W     -   317,530.      748,170.      MT  (+/- 180 meters Scaled)
 CL1019
 CL1019                          SUPERSEDED SURVEY CONTROL
 CL1019
 CL1019  NGVD 29 (??/??/92)   98.238  (m)          322.30   (f) ADJ UNCH    1 2
 CL1019
 CL1019.Superseded values are not recommended for survey control.
 CL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1019.See file dsdata.txt to determine how the superseded data were derived.
 CL1019
 CL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS518392(NAD 83)
 CL1019_MARKER: DB = BENCH MARK DISK
 CL1019_SETTING: 66 = SET IN ROCK OUTCROP
 CL1019_SP_SET: ROCK LEDGE
 CL1019_STAMPING: B 239 1958
 CL1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CL1019+STABILITY: POSITION/ELEVATION WELL
 CL1019
 CL1019  HISTORY     - Date     Condition        Report By
 CL1019  HISTORY     - 1958     MONUMENTED       CGS
 CL1019  HISTORY     - 1979     MARK NOT FOUND   NGS
 CL1019  HISTORY     - 19921114 SEE DESCRIPTION  NGS
 CL1019
 CL1019                          STATION DESCRIPTION
 CL1019
 CL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1019'AT MACON.
 CL1019'AT MACON, ABOUT 0.7 MILE NORTHWEST ALONG RIVERSIDE DRIVE FROM
 CL1019'THE JUNCTION OF INGLESIDE AVENUE, IN THE NORTHWEST PART OF TOWN,
 CL1019'ABOUT 105 YARDS SOUTHEAST ALONG RIVERSIDE DRIVE FROM THE JUNCTION
 CL1019'OF A DRIVE LEADING WEST TO HOUSE NO. 2320 RIVERSIDE DRIVE,
 CL1019'SET VERTICALLY IN THE EAST FACE OF A ROCK PROJECTION WHICH
 CL1019'IS AT AN ANGLE TO HIGHWAY IN A ROCK CUT, 34 FEET SOUTHWEST OF
 CL1019'CENTER LINE OF RIVERSIDE DRIVE (STATE HIGHWAY 87), 54 FEET
 CL1019'NORTHWEST OF THE CENTER OF HIGHEST PART OF CUT AND ABOUT 2 FEET
 CL1019'ABOVE LEVEL OF HIGHWAY.
 CL1019
 CL1019                          STATION RECOVERY (1979)
 CL1019
 CL1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1019'SEARCHED FOR NOT RECOVERED.
 CL1019
 CL1019                          STATION RECOVERY (1992)
 CL1019
 CL1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 CL1019'NOT RECOVERED AND ALMOST CERTAINLY DESTROYED BY HIGHWAY WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0081 ***********************************************************************
 DG0081  DESIGNATION -  B 24
 DG0081  PID         -  DG0081
 DG0081  STATE/COUNTY-  GA/DE KALB
 DG0081  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0081
 DG0081                         *CURRENT SURVEY CONTROL
 DG0081  ___________________________________________________________________
 DG0081* NAD 83(1994)-  33 48 35.89396(N)    084 17 47.53353(W)     ADJUSTED  
 DG0081* NAVD 88     -       280.571  (meters)     920.51   (feet)  ADJUSTED  
 DG0081  ___________________________________________________________________
 DG0081  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG0081  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0081  DYNAMIC HT  -         280.260 (meters)     919.49  (feet)  COMP
 DG0081  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 DG0081
 DG0081  HORZ ORDER  -  SECOND
 DG0081  VERT ORDER  -  FIRST     CLASS II
 DG0081
 DG0081.The horizontal coordinates were established by classical geodetic methods
 DG0081.and adjusted by the National Geodetic Survey in September 1997..
 DG0081
 DG0081.The orthometric height was determined by differential leveling
 DG0081.and adjusted by the National Geodetic Survey in June 1991..
 DG0081
 DG0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0081
 DG0081.The geoid height was determined by GEOID03.
 DG0081
 DG0081.The dynamic height is computed by dividing the NAVD 88
 DG0081.geopotential number by the normal gravity value computed on the
 DG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0081.degrees latitude (g = 980.6199 gals.).
 DG0081
 DG0081.The modeled gravity was interpolated from observed gravity values.
 DG0081
 DG0081;                    North         East     Units Scale Factor Converg.
 DG0081;SPC GA W     -   422,435.185   687,976.496   MT  0.99990178   -0 04 20.2
 DG0081;SPC GA W     - 1,385,939.44  2,257,136.22   sFT  0.99990178   -0 04 20.2
 DG0081;UTM  16      - 3,744,372.857   750,249.134   MT  1.00037209   +1 30 18.4
 DG0081
 DG0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0081!SPC GA W     -   0.99996059  x   0.99990178  =   0.99986237
 DG0081!UTM  16      -   0.99996059  x   1.00037209  =   1.00033266
 DG0081
 DG0081|---------------------------------------------------------------------|
 DG0081| PID    Reference Object                     Distance      Geod. Az  |
 DG0081|                                                           dddmmss.s |
 DG0081| CZ2753 B 24 RM 2                            33.348 METERS 04959     |
 DG0081| CZ2752 B 24 RM 1                            18.407 METERS 04959     |
 DG0081| DG0082 B 25                                347.676 METERS 06257     |
 DG0081| DG0080 B 23                                383.237 METERS 23952     |
 DG0081|---------------------------------------------------------------------|
 DG0081
 DG0081                          SUPERSEDED SURVEY CONTROL
 DG0081
 DG0081  NAD 83(1986)-  33 48 35.89776(N)    084 17 47.53289(W) AD(       ) 2
 DG0081  NAD 27      -  33 48 35.52609(N)    084 17 47.81193(W) AD(       ) 2
 DG0081  NGVD 29 (??/??/92)  280.491  (m)          920.24   (f) ADJ UNCH    1 2
 DG0081
 DG0081.Superseded values are not recommended for survey control.
 DG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0081.See file dsdata.txt to determine how the superseded data were derived.
 DG0081
 DG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5024944373(NAD 83)
 DG0081_MARKER: DD = SURVEY DISK
 DG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0081_STAMPING: B 24
 DG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0081+STABILITY: SURFACE MOTION
 DG0081
 DG0081  HISTORY     - Date     Condition        Report By
 DG0081  HISTORY     - 1973     MONUMENTED       MARTA
 DG0081  HISTORY     - 1973     GOOD             NGS
 DG0081
 DG0081                          STATION DESCRIPTION
 DG0081
 DG0081'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0081'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT 8.41 FT
 DG0081'N. OF THE N. RAIL OF THE S.C.L. R/R, 1150 FT SW OF N. DRUID
 DG0081'HILLS RD., 91.5 FT N. OF TELEGRAPH POLE 129.
 DG0081
 DG0081                          STATION RECOVERY (1973)
 DG0081
 DG0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0081'2.4 MI N FROM DECATUR.
 DG0081'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0081'SEABOARD COAST LINE RAILROAD ABOUT 3.4 MILES NORTHEAST FROM W.
 DG0081'HOWARD AVE. ALONG THE TRACKS, 1150 FEET SOUTHWEST OF THE N. DRUID
 DG0081'HILLS OVERPASS, 91.5 NORTH OF TELEPHONE POLE 129, 8.4 FEET NORTHWEST
 DG0081'OF THE NORTHWEST RAIL.  THE DISK IS ATOP A POURED CONCRETE POST
 DG0081'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0648 ***********************************************************************
 DF0648  DESIGNATION -  B 240
 DF0648  PID         -  DF0648
 DF0648  STATE/COUNTY-  GA/JASPER
 DF0648  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF0648
 DF0648                         *CURRENT SURVEY CONTROL
 DF0648  ___________________________________________________________________
 DF0648* NAD 83(1986)-  33 18 41.     (N)    083 48 21.     (W)     SCALED    
 DF0648* NAVD 88     -       199.750  (meters)     655.35   (feet)  ADJUSTED  
 DF0648  ___________________________________________________________________
 DF0648  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF0648  DYNAMIC HT  -         199.531 (meters)     654.63  (feet)  COMP
 DF0648  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 DF0648
 DF0648  VERT ORDER  -  SECOND    CLASS 0
 DF0648
 DF0648.The horizontal coordinates were scaled from a topographic map and have
 DF0648.an estimated accuracy of +/- 6 seconds.
 DF0648
 DF0648.The orthometric height was determined by differential leveling
 DF0648.and adjusted by the National Geodetic Survey in June 1991..
 DF0648
 DF0648.The geoid height was determined by GEOID03.
 DF0648
 DF0648.The dynamic height is computed by dividing the NAVD 88
 DF0648.geopotential number by the normal gravity value computed on the
 DF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0648.degrees latitude (g = 980.6199 gals.).
 DF0648
 DF0648.The modeled gravity was interpolated from observed gravity values.
 DF0648
 DF0648;                    North         East    Units  Estimated Accuracy
 DF0648;SPC GA W     -   367,190.      733,600.      MT  (+/- 180 meters Scaled)
 DF0648
 DF0648                          SUPERSEDED SURVEY CONTROL
 DF0648
 DF0648  NGVD 29 (??/??/92)  199.803  (m)          655.52   (f) ADJ UNCH    2 0
 DF0648
 DF0648.Superseded values are not recommended for survey control.
 DF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0648.See file dsdata.txt to determine how the superseded data were derived.
 DF0648
 DF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS387893(NAD 83)
 DF0648_MARKER: DB = BENCH MARK DISK
 DF0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF0648_SP_SET: 48 FT
 DF0648_STAMPING: B 240 1958
 DF0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0648
 DF0648  HISTORY     - Date     Condition        Report By
 DF0648  HISTORY     - 1958     MONUMENTED       CGS
 DF0648
 DF0648                          STATION DESCRIPTION
 DF0648
 DF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0648'7.4 MI W FROM MONTICELLO.
 DF0648'ABOUT 7.45 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE
 DF0648'AT MONTICELLO, AT THE JUNCTION OF A GRADED ROAD LEADING SOUTHEAST,
 DF0648'50 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 211 FEET WEST OF THE
 DF0648'SOUTHWEST CORNER OF THE CONCORD CHURCH AND IN THE NORTHWEST CORNER
 DF0648'OF THE CHURCH GROUNDS, 54 FEET NORTHEAST OF THE CENTER LINE OF ROAD
 DF0648'SOUTHEAST, 71 FEET SOUTHEAST OF THE CENTER LINE OF THE JUNCTION OF
 DF0648'THE HIGHWAY AND THE EAST LEG OF THE GRADED ROAD, 11 1/2 FEET NORTHEAST
 DF0648'OF A 18-INCH HICKORY TREE, 2 1/2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY
 DF0648'POST, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DF0648'LEVEL OF THE HIGHWAY, AND IS A DISK ON TOP OF A COPPER COATED STEEL
 DF0648'ROD PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 DF0648'3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0900 ***********************************************************************
 CL0900  DESIGNATION -  B 241
 CL0900  PID         -  CL0900
 CL0900  STATE/COUNTY-  GA/BIBB
 CL0900  USGS QUAD   -  MACON EAST (1985)
 CL0900
 CL0900                         *CURRENT SURVEY CONTROL
 CL0900  ___________________________________________________________________
 CL0900* NAD 83(1986)-  32 45 33.     (N)    083 36 00.     (W)     SCALED    
 CL0900* NAVD 88     -        84.010  (meters)     275.62   (feet)  ADJUSTED  
 CL0900  ___________________________________________________________________
 CL0900  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CL0900  DYNAMIC HT  -          83.917 (meters)     275.32  (feet)  COMP
 CL0900  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CL0900
 CL0900  VERT ORDER  -  FIRST     CLASS II
 CL0900
 CL0900.The horizontal coordinates were scaled from a topographic map and have
 CL0900.an estimated accuracy of +/- 6 seconds.
 CL0900
 CL0900.The orthometric height was determined by differential leveling
 CL0900.and adjusted by the National Geodetic Survey in June 1991..
 CL0900
 CL0900.The geoid height was determined by GEOID03.
 CL0900
 CL0900.The dynamic height is computed by dividing the NAVD 88
 CL0900.geopotential number by the normal gravity value computed on the
 CL0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0900.degrees latitude (g = 980.6199 gals.).
 CL0900
 CL0900.The modeled gravity was interpolated from observed gravity values.
 CL0900
 CL0900;                    North         East    Units  Estimated Accuracy
 CL0900;SPC GA W     -   306,040.      753,100.      MT  (+/- 180 meters Scaled)
 CL0900
 CL0900                          SUPERSEDED SURVEY CONTROL
 CL0900
 CL0900  NGVD 29 (??/??/92)   84.143  (m)          276.06   (f) ADJ UNCH    1 2
 CL0900
 CL0900.Superseded values are not recommended for survey control.
 CL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0900.See file dsdata.txt to determine how the superseded data were derived.
 CL0900
 CL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS564275(NAD 83)
 CL0900_MARKER: DB = BENCH MARK DISK
 CL0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0900_SP_SET: ABUTMENT
 CL0900_STAMPING: B 241 1958
 CL0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0900
 CL0900  HISTORY     - Date     Condition        Report By
 CL0900  HISTORY     - 1958     MONUMENTED       CGS
 CL0900  HISTORY     - 1977     GOOD             NGS
 CL0900
 CL0900                          STATION DESCRIPTION
 CL0900
 CL0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0900'4.8 MI NW FROM HUBER.
 CL0900'ABOUT 4.85 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE POST
 CL0900'OFFICE AT HUBER, 0.2 MILE SOUTHEAST OF MILEPOST 246, 10 FEET
 CL0900'SOUTHWEST OF THE SOUTHWEST RAIL, IN TOP OF THE SOUTHWEST END OF
 CL0900'THE SOUTHEAST ABUTMENT OR BRIDGE SEAT TO THE BRIDGE OVER OCMULGEE
 CL0900'RIVER, 1/2 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, 1
 CL0900'FOOT EAST OF THE WEST END OF THE ABUTMENT, ABOUT 8 FEET BELOW THE
 CL0900'LEVEL OF THE TRACK.
 CL0900
 CL0900                          STATION RECOVERY (1977)
 CL0900
 CL0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0247 ***********************************************************************
 CL0247  DESIGNATION -  B 242
 CL0247  PID         -  CL0247
 CL0247  STATE/COUNTY-  GA/TELFAIR
 CL0247  USGS QUAD   -  SCOTLAND (1985)
 CL0247
 CL0247                         *CURRENT SURVEY CONTROL
 CL0247  ___________________________________________________________________
 CL0247* NAD 83(1986)-  32 03 03.     (N)    082 49 01.     (W)     SCALED    
 CL0247* NAVD 88     -        43.381  (meters)     142.33   (feet)  ADJUSTED  
 CL0247  ___________________________________________________________________
 CL0247  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CL0247  DYNAMIC HT  -          43.330 (meters)     142.16  (feet)  COMP
 CL0247  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 CL0247
 CL0247  VERT ORDER  -  FIRST     CLASS II
 CL0247
 CL0247.The horizontal coordinates were scaled from a topographic map and have
 CL0247.an estimated accuracy of +/- 6 seconds.
 CL0247
 CL0247.The orthometric height was determined by differential leveling
 CL0247.and adjusted by the National Geodetic Survey in June 1991..
 CL0247
 CL0247.The geoid height was determined by GEOID03.
 CL0247
 CL0247.The dynamic height is computed by dividing the NAVD 88
 CL0247.geopotential number by the normal gravity value computed on the
 CL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0247.degrees latitude (g = 980.6199 gals.).
 CL0247
 CL0247.The modeled gravity was interpolated from observed gravity values.
 CL0247
 CL0247;                    North         East    Units  Estimated Accuracy
 CL0247;SPC GA E     -   227,540.      138,590.      MT  (+/- 180 meters Scaled)
 CL0247
 CL0247                          SUPERSEDED SURVEY CONTROL
 CL0247
 CL0247  NGVD 29 (??/??/92)   43.613  (m)          143.09   (f) ADJ UNCH    1 2
 CL0247
 CL0247.Superseded values are not recommended for survey control.
 CL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0247.See file dsdata.txt to determine how the superseded data were derived.
 CL0247
 CL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR284475(NAD 83)
 CL0247_MARKER: DB = BENCH MARK DISK
 CL0247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CL0247_SP_SET: 26 1/2 FT
 CL0247_STAMPING: B 242 1959
 CL0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0247
 CL0247  HISTORY     - Date     Condition        Report By
 CL0247  HISTORY     - 1959     MONUMENTED       CGS
 CL0247
 CL0247                          STATION DESCRIPTION
 CL0247
 CL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0247'AT SCOTLAND.
 CL0247'AT SCOTLAND, ALONG THE SOUTHERN RAILWAY, 0.2 MILE WEST OF MILEPOST
 CL0247'232, ABOUT 5 1/2 RAILS WEST OF THE CROSSING OF STATE HIGHWAY 149,
 CL0247'13 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 29 FEET SOUTH
 CL0247'OF AND ACROSS THE SIDE TRACK FROM THE SOUTH RAIL OF THE MAIN TRACK,
 CL0247'70 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE
 CL0247'STATION, 57 FEET NORTH OF THE NORTH CORNER OF A SMALL BRICK
 CL0247'BUILDING, 3 1/2 FEET WEST OF THE FIRST TELEPHONE POLE WEST OF THE
 CL0247'STATION, AND IS IN LINE WITH THE ROW OF POLES, 2 FEET EAST OF A
 CL0247'STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 CL0247'AND IS DISK ON COPPER-COATED STEEL ROD PROJECTING 2 INCHES AND
 CL0247'PROTECTED
 CL0247'BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN
 CL0247'TO REFUSAL AT A DEPTH OF 26 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0685 ***********************************************************************
 CL0685  DESIGNATION -  B 243
 CL0685  PID         -  CL0685
 CL0685  STATE/COUNTY-  GA/DODGE
 CL0685  USGS QUAD   -  YONKERS (1974)
 CL0685
 CL0685                         *CURRENT SURVEY CONTROL
 CL0685  ___________________________________________________________________
 CL0685* NAD 83(1986)-  32 16 57.     (N)    083 14 47.     (W)     SCALED    
 CL0685* NAVD 88     -       124.795  (meters)     409.43   (feet)  ADJUSTED  
 CL0685  ___________________________________________________________________
 CL0685  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CL0685  DYNAMIC HT  -         124.651 (meters)     408.96  (feet)  COMP
 CL0685  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CL0685
 CL0685  VERT ORDER  -  FIRST     CLASS II
 CL0685
 CL0685.The horizontal coordinates were scaled from a topographic map and have
 CL0685.an estimated accuracy of +/- 6 seconds.
 CL0685
 CL0685.The orthometric height was determined by differential leveling
 CL0685.and adjusted by the National Geodetic Survey in June 1991..
 CL0685
 CL0685.The geoid height was determined by GEOID03.
 CL0685
 CL0685.The dynamic height is computed by dividing the NAVD 88
 CL0685.geopotential number by the normal gravity value computed on the
 CL0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0685.degrees latitude (g = 980.6199 gals.).
 CL0685
 CL0685.The modeled gravity was interpolated from observed gravity values.
 CL0685
 CL0685;                    North         East    Units  Estimated Accuracy
 CL0685;SPC GA E     -   253,550.       98,300.      MT  (+/- 180 meters Scaled)
 CL0685
 CL0685                          SUPERSEDED SURVEY CONTROL
 CL0685
 CL0685  NGVD 29 (??/??/92)  124.987  (m)          410.06   (f) ADJ UNCH    1 2
 CL0685
 CL0685.Superseded values are not recommended for survey control.
 CL0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0685.See file dsdata.txt to determine how the superseded data were derived.
 CL0685
 CL0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR884739(NAD 83)
 CL0685_MARKER: DB = BENCH MARK DISK
 CL0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0685_STAMPING: B 243 1959
 CL0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0685+STABILITY: SURFACE MOTION
 CL0685
 CL0685  HISTORY     - Date     Condition        Report By
 CL0685  HISTORY     - 1959     MONUMENTED       CGS
 CL0685  HISTORY     - 1976     GOOD             LOCENG
 CL0685  HISTORY     - 1979     GOOD             NGS
 CL0685
 CL0685                          STATION DESCRIPTION
 CL0685
 CL0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0685'5.1 MI SE FROM EMPIRE.
 CL0685'ABOUT 5.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0685'CROSSING OF STATE HIGHWAY 257 AT EMPIRE, ABOUT 5 RAILS NORTHWEST
 CL0685'OF MILEPOST 290, BETWEEN THE TRACK AND A GRADED ROAD PARALLELING
 CL0685'THE TRACK, AT A DIRT ROAD CROSSING, 36 1/2 FEET SOUTHWEST OF THE
 CL0685'SOUTHWEST RAIL FROM THE CENTER LINE OF DIRT ROAD CROSSING, 38 FEET
 CL0685'NORTHEAST OF THE CENTER LINE OF GRADED ROAD, 21 FEET WEST OF THE
 CL0685'CENTER LINE OF DIRT ROAD, 2 FEET NORTHWEST OF THE FIRST TELEPHONE
 CL0685'POLE NORTHWEST OF THE DIRT ROAD, 2 FEET SOUTHEAST OF A STEEL WITNESS
 CL0685'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE GRADED ROAD, ABOUT
 CL0685'LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 CL0685'5 INCHES.
 CL0685
 CL0685                          STATION RECOVERY (1976)
 CL0685
 CL0685'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL0685'RECOVERED IN GOOD CONDITION.
 CL0685
 CL0685                          STATION RECOVERY (1979)
 CL0685
 CL0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0470 ***********************************************************************
 BS0470  DESIGNATION -  B 244
 BS0470  PID         -  BS0470
 BS0470  STATE/COUNTY-  GA/JEFF DAVIS
 BS0470  USGS QUAD   -  LUMBER CITY (1988)
 BS0470
 BS0470                         *CURRENT SURVEY CONTROL
 BS0470  ___________________________________________________________________
 BS0470* NAD 83(1986)-  31 54 37.     (N)    082 40 04.     (W)     SCALED    
 BS0470* NAVD 88     -        35.624  (meters)     116.88   (feet)  ADJUSTED  
 BS0470  ___________________________________________________________________
 BS0470  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BS0470  DYNAMIC HT  -          35.582 (meters)     116.74  (feet)  COMP
 BS0470  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BS0470
 BS0470  VERT ORDER  -  FIRST     CLASS II
 BS0470
 BS0470.The horizontal coordinates were scaled from a topographic map and have
 BS0470.an estimated accuracy of +/- 6 seconds.
 BS0470
 BS0470.The orthometric height was determined by differential leveling
 BS0470.and adjusted by the National Geodetic Survey in June 1991..
 BS0470
 BS0470.The geoid height was determined by GEOID03.
 BS0470
 BS0470.The dynamic height is computed by dividing the NAVD 88
 BS0470.geopotential number by the normal gravity value computed on the
 BS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0470.degrees latitude (g = 980.6199 gals.).
 BS0470
 BS0470.The modeled gravity was interpolated from observed gravity values.
 BS0470
 BS0470;                    North         East    Units  Estimated Accuracy
 BS0470;SPC GA E     -   211,880.      152,610.      MT  (+/- 180 meters Scaled)
 BS0470
 BS0470                          SUPERSEDED SURVEY CONTROL
 BS0470
 BS0470  NGVD 29 (??/??/92)   35.860  (m)          117.65   (f) ADJ UNCH    1 2
 BS0470
 BS0470.Superseded values are not recommended for survey control.
 BS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0470.See file dsdata.txt to determine how the superseded data were derived.
 BS0470
 BS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR423317(NAD 83)
 BS0470_MARKER: DB = BENCH MARK DISK
 BS0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0470_SP_SET: ABUTMENT
 BS0470_STAMPING: B 244 1959
 BS0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0470
 BS0470  HISTORY     - Date     Condition        Report By
 BS0470  HISTORY     - 1959     MONUMENTED       CGS
 BS0470
 BS0470                          STATION DESCRIPTION
 BS0470
 BS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BS0470'1.7 MI SE FROM LUMBER CITY.
 BS0470'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAYS 23 AND 341 FROM THE
 BS0470'SOUTHERN RAILWAY STATION AT LUMBER CITY, 17 FEET EAST OF THE
 BS0470'CENTER LINE OF THE HIGHWAY, IN TOP OF THE EAST END OF THE SOUTH
 BS0470'ABUTMENT TO A 200-FOOT CONCRETE BRIDGE (THE CENTER ONE OF THREE
 BS0470'BRIDGES SOUTH OF THE OCMULGEE RIVER BRIDGE, AND ABOUT 1 FOOT BELOW
 BS0470'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0263 ***********************************************************************
 CL0263  DESIGNATION -  B 245
 CL0263  PID         -  CL0263
 CL0263  STATE/COUNTY-  GA/TELFAIR
 CL0263  USGS QUAD   -  MC RAE (1985)
 CL0263
 CL0263                         *CURRENT SURVEY CONTROL
 CL0263  ___________________________________________________________________
 CL0263* NAD 83(1986)-  32 05 46.     (N)    082 56 52.     (W)     SCALED    
 CL0263* NAVD 88     -        79.555  (meters)     261.01   (feet)  ADJUSTED  
 CL0263  ___________________________________________________________________
 CL0263  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CL0263  DYNAMIC HT  -          79.461 (meters)     260.70  (feet)  COMP
 CL0263  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CL0263
 CL0263  VERT ORDER  -  FIRST     CLASS II
 CL0263
 CL0263.The horizontal coordinates were scaled from a topographic map and have
 CL0263.an estimated accuracy of +/- 6 seconds.
 CL0263
 CL0263.The orthometric height was determined by differential leveling
 CL0263.and adjusted by the National Geodetic Survey in June 1991..
 CL0263
 CL0263.The geoid height was determined by GEOID03.
 CL0263
 CL0263.The dynamic height is computed by dividing the NAVD 88
 CL0263.geopotential number by the normal gravity value computed on the
 CL0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0263.degrees latitude (g = 980.6199 gals.).
 CL0263
 CL0263.The modeled gravity was interpolated from observed gravity values.
 CL0263
 CL0263;                    North         East    Units  Estimated Accuracy
 CL0263;SPC GA E     -   232,640.      126,270.      MT  (+/- 180 meters Scaled)
 CL0263
 CL0263                          SUPERSEDED SURVEY CONTROL
 CL0263
 CL0263  NGVD 29 (??/??/92)   79.782  (m)          261.75   (f) ADJ UNCH    1 2
 CL0263
 CL0263.Superseded values are not recommended for survey control.
 CL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0263.See file dsdata.txt to determine how the superseded data were derived.
 CL0263
 CL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR161527(NAD 83)
 CL0263_MARKER: DB = BENCH MARK DISK
 CL0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0263_SP_SET: CULVERT
 CL0263_STAMPING: B 245 1959
 CL0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0263
 CL0263  HISTORY     - Date     Condition        Report By
 CL0263  HISTORY     - 1959     MONUMENTED       CGS
 CL0263
 CL0263                          STATION DESCRIPTION
 CL0263
 CL0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0263'2.5 MI NW FROM HELENA.
 CL0263'ABOUT 2.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0263'STATION AT HELENA, 0.4 MILE NORTHWEST OF MILEPOST 315, BETWEEN
 CL0263'THE TRACK AND U.S. HIGHWAY 23, 70 FEET SOUTHWEST OF THE
 CL0263'SOUTHWEST RAIL, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 CL0263'HIGHWAY, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 CL0263'TO A 4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 1/2 FOOT
 CL0263'NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, AND ABOUT
 CL0263'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0681 ***********************************************************************
 CL0681  DESIGNATION -  B 246
 CL0681  PID         -  CL0681
 CL0681  STATE/COUNTY-  GA/DODGE
 CL0681  USGS QUAD   -  YONKERS (1974)
 CL0681
 CL0681                         *CURRENT SURVEY CONTROL
 CL0681  ___________________________________________________________________
 CL0681* NAD 83(1986)-  32 15 20.     (N)    083 14 21.     (W)     SCALED    
 CL0681* NAVD 88     -       109.900  (meters)     360.56   (feet)  ADJUSTED  
 CL0681  ___________________________________________________________________
 CL0681  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CL0681  DYNAMIC HT  -         109.773 (meters)     360.15  (feet)  COMP
 CL0681  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 CL0681
 CL0681  VERT ORDER  -  FIRST     CLASS II
 CL0681
 CL0681.The horizontal coordinates were scaled from a topographic map and have
 CL0681.an estimated accuracy of +/- 6 seconds.
 CL0681
 CL0681.The orthometric height was determined by differential leveling
 CL0681.and adjusted by the National Geodetic Survey in June 1991..
 CL0681
 CL0681.The geoid height was determined by GEOID03.
 CL0681
 CL0681.The dynamic height is computed by dividing the NAVD 88
 CL0681.geopotential number by the normal gravity value computed on the
 CL0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0681.degrees latitude (g = 980.6199 gals.).
 CL0681
 CL0681.The modeled gravity was interpolated from observed gravity values.
 CL0681
 CL0681;                    North         East    Units  Estimated Accuracy
 CL0681;SPC GA E     -   250,560.       98,950.      MT  (+/- 180 meters Scaled)
 CL0681
 CL0681                          SUPERSEDED SURVEY CONTROL
 CL0681
 CL0681  NGVD 29 (??/??/92)  110.096  (m)          361.21   (f) ADJ UNCH    1 2
 CL0681
 CL0681.Superseded values are not recommended for survey control.
 CL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0681.See file dsdata.txt to determine how the superseded data were derived.
 CL0681
 CL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR890709(NAD 83)
 CL0681_MARKER: DB = BENCH MARK DISK
 CL0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0681_STAMPING: B 246 1959
 CL0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0681+STABILITY: SURFACE MOTION
 CL0681
 CL0681  HISTORY     - Date     Condition        Report By
 CL0681  HISTORY     - 1959     MONUMENTED       CGS
 CL0681  HISTORY     - 1976     GOOD             LOCENG
 CL0681  HISTORY     - 1979     GOOD             NGS
 CL0681
 CL0681                          STATION DESCRIPTION
 CL0681
 CL0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0681'5.9 MI NW FROM EASTMAN.
 CL0681'ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 CL0681'THE STATION AT EASTMAN, 0.1 MILE SOUTH OF MILEPOST 292, AT A
 CL0681'GRADED ROAD CROSSING AND A DRIVE TO A LARGE OPEN PASTURE, 41 FEET
 CL0681'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 65 1/2 FEET EAST
 CL0681'OF AND ACROSS THE ROAD FROM THE EAST RAIL, 72 FEET EAST-NORTHEAST
 CL0681'OF THE CENTER LINE OF THE CROSSING, 9 FEET NORTH OF THE CENTER
 CL0681'OF A GATE ACROSS DRIVE, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET
 CL0681'SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 CL0681'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CL0681
 CL0681                          STATION RECOVERY (1976)
 CL0681
 CL0681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL0681'RECOVERED IN GOOD CONDITION.
 CL0681
 CL0681                          STATION RECOVERY (1979)
 CL0681
 CL0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0361 ***********************************************************************
 DG0361  DESIGNATION -  B 247
 DG0361  PID         -  DG0361
 DG0361  STATE/COUNTY-  GA/COBB
 DG0361  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0361
 DG0361                         *CURRENT SURVEY CONTROL
 DG0361  ___________________________________________________________________
 DG0361* NAD 83(1986)-  33 50 22.     (N)    084 29 15.     (W)     SCALED    
 DG0361* NAVD 88     -       268.668  (meters)     881.45   (feet)  ADJUSTED  
 DG0361  ___________________________________________________________________
 DG0361  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0361  DYNAMIC HT  -         268.370 (meters)     880.48  (feet)  COMP
 DG0361  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DG0361
 DG0361  VERT ORDER  -  FIRST     CLASS I
 DG0361
 DG0361.The horizontal coordinates were scaled from a topographic map and have
 DG0361.an estimated accuracy of +/- 6 seconds.
 DG0361
 DG0361.The orthometric height was determined by differential leveling
 DG0361.and adjusted by the National Geodetic Survey in June 1991..
 DG0361
 DG0361.The geoid height was determined by GEOID03.
 DG0361
 DG0361.The dynamic height is computed by dividing the NAVD 88
 DG0361.geopotential number by the normal gravity value computed on the
 DG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0361.degrees latitude (g = 980.6199 gals.).
 DG0361
 DG0361.The modeled gravity was interpolated from observed gravity values.
 DG0361
 DG0361;                    North         East    Units  Estimated Accuracy
 DG0361;SPC GA W     -   425,740.      670,310.      MT  (+/- 180 meters Scaled)
 DG0361
 DG0361                          SUPERSEDED SURVEY CONTROL
 DG0361
 DG0361  NGVD 29 (??/??/92)  268.587  (m)          881.19   (f) ADJ UNCH    1 1
 DG0361
 DG0361.Superseded values are not recommended for survey control.
 DG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0361.See file dsdata.txt to determine how the superseded data were derived.
 DG0361
 DG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC324471(NAD 83)
 DG0361_MARKER: DB = BENCH MARK DISK
 DG0361_SETTING: 66 = SET IN ROCK OUTCROP
 DG0361_SP_SET: ROCK CUT
 DG0361_STAMPING: B 247 1959
 DG0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG0361+STABILITY: POSITION/ELEVATION WELL
 DG0361
 DG0361  HISTORY     - Date     Condition        Report By
 DG0361  HISTORY     - 1959     MONUMENTED       CGS
 DG0361  HISTORY     - 1968     GOOD             NGS
 DG0361
 DG0361                          STATION DESCRIPTION
 DG0361
 DG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0361'1.2 MI W FROM HARRYAT.
 DG0361'ABOUT 1.15 MILES WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DG0361'THE CROSSING OF PLANT ATKINSON ROAD AT HARRYAT, 0.3 MILE WEST
 DG0361'OF MILEPOST 580, 0.15 MILE WEST OF A ONE-STORY YELLOW PAINTED
 DG0361'HOUSE ON THE SOUTH SIDE OF THE TRACK AND A DIRT ROAD CROSSING,
 DG0361'16 FEET NORTH OF THE NORTH RAIL, SET VERTICALLY IN THE SOUTH
 DG0361'FACE OF A LARGE SMOOTH ROCK IN A LARGE JAGGED ROCK CUT, 59 FEET
 DG0361'WEST OF THE EAST END OF THE ROCK PART OF THE CUT, 1 1/2 FEET
 DG0361'ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 DG0361
 DG0361                          STATION RECOVERY (1968)
 DG0361
 DG0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1023 ***********************************************************************
 DG1023  DESIGNATION -  B 248
 DG1023  PID         -  DG1023
 DG1023  STATE/COUNTY-  GA/PAULDING
 DG1023  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG1023
 DG1023                         *CURRENT SURVEY CONTROL
 DG1023  ___________________________________________________________________
 DG1023* NAD 83(1986)-  33 52 46.     (N)    084 43 55.     (W)     SCALED    
 DG1023* NAVD 88     -       304.293  (meters)     998.33   (feet)  ADJUSTED  
 DG1023  ___________________________________________________________________
 DG1023  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG1023  DYNAMIC HT  -         303.959 (meters)     997.24  (feet)  COMP
 DG1023  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DG1023
 DG1023  VERT ORDER  -  FIRST     CLASS I
 DG1023
 DG1023.The horizontal coordinates were scaled from a topographic map and have
 DG1023.an estimated accuracy of +/- 6 seconds.
 DG1023
 DG1023.The orthometric height was determined by differential leveling
 DG1023.and adjusted by the National Geodetic Survey in June 1991..
 DG1023
 DG1023.The geoid height was determined by GEOID03.
 DG1023
 DG1023.The dynamic height is computed by dividing the NAVD 88
 DG1023.geopotential number by the normal gravity value computed on the
 DG1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1023.degrees latitude (g = 980.6199 gals.).
 DG1023
 DG1023.The modeled gravity was interpolated from observed gravity values.
 DG1023
 DG1023;                    North         East    Units  Estimated Accuracy
 DG1023;SPC GA W     -   430,280.      647,710.      MT  (+/- 180 meters Scaled)
 DG1023
 DG1023                          SUPERSEDED SURVEY CONTROL
 DG1023
 DG1023  NGVD 29 (??/??/92)  304.218  (m)          998.09   (f) ADJ UNCH    1 1
 DG1023
 DG1023.Superseded values are not recommended for survey control.
 DG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1023.See file dsdata.txt to determine how the superseded data were derived.
 DG1023
 DG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC097511(NAD 83)
 DG1023_MARKER: DB = BENCH MARK DISK
 DG1023_SETTING: 66 = SET IN ROCK OUTCROP
 DG1023_SP_SET: ROCK CUT
 DG1023_STAMPING: B 248 1959
 DG1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1023+STABILITY: POSITION/ELEVATION WELL
 DG1023
 DG1023  HISTORY     - Date     Condition        Report By
 DG1023  HISTORY     - 1959     MONUMENTED       CGS
 DG1023  HISTORY     - 1968     GOOD             NGS
 DG1023  HISTORY     - 1976     GOOD             LOCENG
 DG1023  HISTORY     - 20020129 MARK NOT FOUND   GADT
 DG1023
 DG1023                          STATION DESCRIPTION
 DG1023
 DG1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG1023'1.5 MI E FROM HIRAM.
 DG1023'ABOUT 1.5 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DG1023'STATE HIGHWAY 92 OVERPASS OVER THE TRACK AT HIRAM, ABOUT 0.5 MILE
 DG1023'WEST OF MILEPOST 595, ABOUT 0.1 MILE EAST OF A BLACKTOP ROAD
 DG1023'CROSSING, ABOUT 2 1/2 RAILS WEST OF AN ABANDONED ROAD CROSSING,
 DG1023'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT THAT IS ABOUT 0.1
 DG1023'MILE LONG AND 10 FEET HIGH AT THE HIGHEST POINT, 32 FEET WEST OF
 DG1023'THE EAST END OF THE ROCK, 11 FEET NORTH OF THE NORTH RAIL, 2 1/2
 DG1023'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 1 FOOT ABOVE THE
 DG1023'LEVEL OF THE TRACK.
 DG1023
 DG1023                          STATION RECOVERY (1976)
 DG1023
 DG1023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 DG1023'RECOVERED IN GOOD CONDITION.
 DG1023
 DG1023                          STATION RECOVERY (2002)
 DG1023
 DG1023'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DG1023'THIS MARK IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1258 ***********************************************************************
 DG1258  DESIGNATION -  B 249
 DG1258  PID         -  DG1258
 DG1258  STATE/COUNTY-  GA/POLK
 DG1258  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG1258
 DG1258                         *CURRENT SURVEY CONTROL
 DG1258  ___________________________________________________________________
 DG1258* NAD 83(1986)-  33 58 37.     (N)    085 00 16.     (W)     SCALED    
 DG1258* NAVD 88     -       286.195  (meters)     938.96   (feet)  ADJUSTED  
 DG1258  ___________________________________________________________________
 DG1258  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG1258  DYNAMIC HT  -         285.886 (meters)     937.94  (feet)  COMP
 DG1258  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 DG1258
 DG1258  VERT ORDER  -  FIRST     CLASS I
 DG1258
 DG1258.The horizontal coordinates were scaled from a topographic map and have
 DG1258.an estimated accuracy of +/- 6 seconds.
 DG1258
 DG1258.The orthometric height was determined by differential leveling
 DG1258.and adjusted by the National Geodetic Survey in June 1991..
 DG1258.WARNING-Repeat measurements at this control monument indicate possible
 DG1258.vertical movement.
 DG1258
 DG1258.The geoid height was determined by GEOID03.
 DG1258
 DG1258.The dynamic height is computed by dividing the NAVD 88
 DG1258.geopotential number by the normal gravity value computed on the
 DG1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1258.degrees latitude (g = 980.6199 gals.).
 DG1258
 DG1258.The modeled gravity was interpolated from observed gravity values.
 DG1258
 DG1258;                    North         East    Units  Estimated Accuracy
 DG1258;SPC GA W     -   441,260.      622,590.      MT  (+/- 180 meters Scaled)
 DG1258
 DG1258                          SUPERSEDED SURVEY CONTROL
 DG1258
 DG1258  NGVD 29 (??/??/92)  286.120  (m)          938.71   (f) ADJ UNCH    1 1
 DG1258
 DG1258.Superseded values are not recommended for survey control.
 DG1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1258.See file dsdata.txt to determine how the superseded data were derived.
 DG1258
 DG1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC843613(NAD 83)
 DG1258_MARKER: DB = BENCH MARK DISK
 DG1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1258_SP_SET: RAILWAY CULVERT
 DG1258_STAMPING: B 249 1959
 DG1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG1258+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 DG1258
 DG1258  HISTORY     - Date     Condition        Report By
 DG1258  HISTORY     - 1959     MONUMENTED       CGS
 DG1258  HISTORY     - 1968     GOOD             NGS
 DG1258  HISTORY     - 20041207 GOOD             GA-067
 DG1258
 DG1258                          STATION DESCRIPTION
 DG1258
 DG1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1258'3.7 MI SE FROM ROCKMART.
 DG1258'ABOUT 3.7 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 DG1258'FROM THE STATION AT ROCKMART, 0.2 MILE EAST OF MILEPOST 615, AT A
 DG1258'GRADED ROAD CROSSING, 10 FEET NORTH OF THE NORTH RAIL, IN TOP OF
 DG1258'THE WEST END OF THE NORTH CONCRETE HEAD WALL TO A 36-INCH PIPE
 DG1258'CULVERT UNDER THE TRACK, 49 FEET WEST OF THE CENTER LINE OF THE
 DG1258'ROAD, 2 FEET EAST OF THE WEST END OF THE HEAD WALL, 1 1/2 FEET
 DG1258'SOUTH OF THE NORTH EDGE OF THE HEAD WALL, ABOUT 2 FEET BELOW THE
 DG1258'LEVEL OF THE TRACK.
 DG1258
 DG1258                          STATION RECOVERY (1968)
 DG1258
 DG1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG1258'RECOVERED IN GOOD CONDITION.
 DG1258
 DG1258                          STATION RECOVERY (2004)
 DG1258
 DG1258'RECOVERY NOTE BY COBB COUNTY GEORGIA 2004 (HB)
 DG1258'MARK B 249 WAS RECOVERED.  THE CULVERT TIES ARE GOOD AND THE TIE TO
 DG1258'THE ROAD IS GOOD.  THEN NAME OF THE ROAD IS COOTS ROAD.  THE OTHER
 DG1258'DISTANCE TIES ARE NOT CORRECT THOUGH AS THE RAILS HAVE BEEN REMOVED.
 DG1258'IT IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0082 ***********************************************************************
 DG0082  DESIGNATION -  B 25
 DG0082  PID         -  DG0082
 DG0082  STATE/COUNTY-  GA/DE KALB
 DG0082  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0082
 DG0082                         *CURRENT SURVEY CONTROL
 DG0082  ___________________________________________________________________
 DG0082* NAD 83(1994)-  33 48 41.02472(N)    084 17 35.49358(W)     ADJUSTED  
 DG0082* NAVD 88     -       293.817  (meters)     963.96   (feet)  ADJUSTED  
 DG0082  ___________________________________________________________________
 DG0082  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG0082  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0082  DYNAMIC HT  -         293.493 (meters)     962.90  (feet)  COMP
 DG0082  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DG0082
 DG0082  HORZ ORDER  -  SECOND
 DG0082  VERT ORDER  -  FIRST     CLASS II
 DG0082
 DG0082.The horizontal coordinates were established by classical geodetic methods
 DG0082.and adjusted by the National Geodetic Survey in September 1997..
 DG0082
 DG0082.The orthometric height was determined by differential leveling
 DG0082.and adjusted by the National Geodetic Survey in June 1991..
 DG0082
 DG0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0082
 DG0082.The geoid height was determined by GEOID03.
 DG0082
 DG0082.The dynamic height is computed by dividing the NAVD 88
 DG0082.geopotential number by the normal gravity value computed on the
 DG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0082.degrees latitude (g = 980.6199 gals.).
 DG0082
 DG0082.The modeled gravity was interpolated from observed gravity values.
 DG0082
 DG0082;                    North         East     Units Scale Factor Converg.
 DG0082;SPC GA W     -   422,592.867   688,286.321   MT  0.99990169   -0 04 13.5
 DG0082;SPC GA W     - 1,386,456.76  2,258,152.70   sFT  0.99990169   -0 04 13.5
 DG0082;UTM  16      - 3,744,539.086   750,554.644   MT  1.00037398   +1 30 25.3
 DG0082
 DG0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0082!SPC GA W     -   0.99995851  x   0.99990169  =   0.99986020
 DG0082!UTM  16      -   0.99995851  x   1.00037398  =   1.00033247
 DG0082
 DG0082|---------------------------------------------------------------------|
 DG0082| PID    Reference Object                     Distance      Geod. Az  |
 DG0082|                                                           dddmmss.s |
 DG0082| DG0083 B 26                                354.734 METERS 05428     |
 DG0082| DG0081 B 24                                347.676 METERS 24257     |
 DG0082| CZ2755 B 25 RM 2                            49.416 METERS 30549     |
 DG0082| CZ2754 B 25 RM 1                            26.624 METERS 30549     |
 DG0082|---------------------------------------------------------------------|
 DG0082
 DG0082                          SUPERSEDED SURVEY CONTROL
 DG0082
 DG0082  NAD 83(1986)-  33 48 41.02808(N)    084 17 35.49259(W) AD(       ) 2
 DG0082  NAD 27      -  33 48 40.65611(N)    084 17 35.77209(W) AD(       ) 2
 DG0082  NGVD 29 (??/??/92)  293.737  (m)          963.70   (f) ADJ UNCH    1 2
 DG0082
 DG0082.Superseded values are not recommended for survey control.
 DG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0082.See file dsdata.txt to determine how the superseded data were derived.
 DG0082
 DG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5055544539(NAD 83)
 DG0082_MARKER: DD = SURVEY DISK
 DG0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0082_SP_SET: SIDEWALK
 DG0082_STAMPING: B 25
 DG0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0082
 DG0082  HISTORY     - Date     Condition        Report By
 DG0082  HISTORY     - 1973     MONUMENTED       MARTA
 DG0082  HISTORY     - 1973     GOOD             NGS
 DG0082  HISTORY     - 20040106 GOOD             GADT
 DG0082
 DG0082                          STATION DESCRIPTION
 DG0082
 DG0082'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0082'SET A STD. MARTA BRASS DISC IN WALK OF BRIDGE OVER SEABOARD COAST
 DG0082'LINE TRACKS ON NORTH DRUID HILLS RD. 66.35 FT FROM EAST END OF
 DG0082'WALK AND 2.14 FT SOUTH OF CURB, APPROX. 34.0 FT EAST OF
 DG0082'CENTERLINE TRACKS.
 DG0082
 DG0082                          STATION RECOVERY (1973)
 DG0082
 DG0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0082'2.5 MI N FROM DECATUR.
 DG0082'A STANDARD MARTA BRASS DISK DRILLED INTO THE SOUTHWEST WALK OF
 DG0082'THE NORTH DRUID HILLS BRIDGE OVER THE SEABOARD COAST LINE RAILROAD,
 DG0082'ABOUT 3.7 MILES NORTHEAST ALONG THE TRACKS FROM W. HOWARD AVE.,
 DG0082'66.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE WALK, 2.1 FEET
 DG0082'SOUTHWEST OF THE SOUTHWEST CURB OF N. DRUID HILLS ROAD.  THE DISK
 DG0082'IS SET FLUSH WITH THE WALK.
 DG0082
 DG0082                          STATION RECOVERY (2004)
 DG0082
 DG0082'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DG0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0622 ***********************************************************************
 ED0622  DESIGNATION -  B 250
 ED0622  PID         -  ED0622
 ED0622  STATE/COUNTY-  GA/HALL
 ED0622  USGS QUAD   -  LULA (1985)
 ED0622
 ED0622                         *CURRENT SURVEY CONTROL
 ED0622  ___________________________________________________________________
 ED0622* NAD 83(1986)-  34 23 07.     (N)    083 40 41.     (W)     SCALED    
 ED0622* NAVD 88     -       388.861  (meters)    1275.79   (feet)  ADJUSTED  
 ED0622  ___________________________________________________________________
 ED0622  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 ED0622  DYNAMIC HT  -         388.447 (meters)    1274.43  (feet)  COMP
 ED0622  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 ED0622
 ED0622  VERT ORDER  -  FIRST     CLASS II
 ED0622
 ED0622.The horizontal coordinates were scaled from a topographic map and have
 ED0622.an estimated accuracy of +/- 6 seconds.
 ED0622
 ED0622.The orthometric height was determined by differential leveling
 ED0622.and adjusted by the National Geodetic Survey in June 1991..
 ED0622
 ED0622.The geoid height was determined by GEOID03.
 ED0622
 ED0622.The dynamic height is computed by dividing the NAVD 88
 ED0622.geopotential number by the normal gravity value computed on the
 ED0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0622.degrees latitude (g = 980.6199 gals.).
 ED0622
 ED0622.The modeled gravity was interpolated from observed gravity values.
 ED0622
 ED0622;                    North         East    Units  Estimated Accuracy
 ED0622;SPC GA W     -   486,350.      744,930.      MT  (+/- 180 meters Scaled)
 ED0622
 ED0622                          SUPERSEDED SURVEY CONTROL
 ED0622
 ED0622  NGVD 29 (??/??/92)  388.836  (m)         1275.71   (f) ADJ UNCH    1 2
 ED0622
 ED0622.Superseded values are not recommended for survey control.
 ED0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0622.See file dsdata.txt to determine how the superseded data were derived.
 ED0622
 ED0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU537081(NAD 83)
 ED0622_MARKER: DB = BENCH MARK DISK
 ED0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0622_SP_SET: OVERPASS
 ED0622_STAMPING: B 250 1959
 ED0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0622
 ED0622  HISTORY     - Date     Condition        Report By
 ED0622  HISTORY     - 1959     MONUMENTED       CGS
 ED0622  HISTORY     - 1960     GOOD             NGS
 ED0622  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0622
 ED0622                          STATION DESCRIPTION
 ED0622
 ED0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0622'0.8 MI SW FROM LULA.
 ED0622'ABOUT 0.75 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0622'STATION AT LULA, 145 YARDS EAST OF MILEPOST 573, IN TOP OF THE
 ED0622'NORTH END OF THE WEST CONCRETE ABUTMENT OF OVERPASS OF SOUTHERN
 ED0622'RAILWAY OVER U.S. HIGHWAY 23, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 ED0622'OF THE TRACK.
 ED0622
 ED0622                          STATION RECOVERY (1982)
 ED0622
 ED0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0622'NOT RECOVERED, A NEW BRIDGE HAS BEEN BUILT, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0567 ***********************************************************************
 ED0567  DESIGNATION -  B 251
 ED0567  PID         -  ED0567
 ED0567  STATE/COUNTY-  GA/HALL
 ED0567  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED0567
 ED0567                         *CURRENT SURVEY CONTROL
 ED0567  ___________________________________________________________________
 ED0567* NAD 83(1986)-  34 10 18.     (N)    083 56 56.     (W)     SCALED    
 ED0567* NAVD 88     -       344.597  (meters)    1130.57   (feet)  ADJUSTED  
 ED0567  ___________________________________________________________________
 ED0567  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 ED0567  DYNAMIC HT  -         344.224 (meters)    1129.34  (feet)  COMP
 ED0567  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 ED0567
 ED0567  VERT ORDER  -  FIRST     CLASS II
 ED0567
 ED0567.The horizontal coordinates were scaled from a topographic map and have
 ED0567.an estimated accuracy of +/- 6 seconds.
 ED0567
 ED0567.The orthometric height was determined by differential leveling
 ED0567.and adjusted by the National Geodetic Survey in June 1991..
 ED0567
 ED0567.The geoid height was determined by GEOID03.
 ED0567
 ED0567.The dynamic height is computed by dividing the NAVD 88
 ED0567.geopotential number by the normal gravity value computed on the
 ED0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0567.degrees latitude (g = 980.6199 gals.).
 ED0567
 ED0567.The modeled gravity was interpolated from observed gravity values.
 ED0567
 ED0567;                    North         East    Units  Estimated Accuracy
 ED0567;SPC GA W     -   462,570.      720,080.      MT  (+/- 180 meters Scaled)
 ED0567
 ED0567                          SUPERSEDED SURVEY CONTROL
 ED0567
 ED0567  NGVD 29 (??/??/92)  344.561  (m)         1130.45   (f) ADJ UNCH    1 2
 ED0567
 ED0567.Superseded values are not recommended for survey control.
 ED0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0567.See file dsdata.txt to determine how the superseded data were derived.
 ED0567
 ED0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT281851(NAD 83)
 ED0567_MARKER: DB = BENCH MARK DISK
 ED0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0567_STAMPING: B 251 1959
 ED0567_MARK LOGO: CGS   
 ED0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0567+STABILITY: SURFACE MOTION
 ED0567
 ED0567  HISTORY     - Date     Condition        Report By
 ED0567  HISTORY     - 1959     MONUMENTED       CGS
 ED0567  HISTORY     - 1960     GOOD             NGS
 ED0567  HISTORY     - 1982     GOOD             NGS
 ED0567
 ED0567                          STATION DESCRIPTION
 ED0567
 ED0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0567'5 MI NE FROM BUFORD.
 ED0567'ABOUT 5.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0567'STATION AT BUFORD, ABOUT 1.55 MILES SOUTHWEST ALONG THE RAILWAY
 ED0567'FROM THE STATION AT FLOWERY BRANCH, 0.3 MILE NORTHEAST OF MILEPOST
 ED0567'596, 0.3 MILE NORTHEAST OF WOODEN OVERPASS FOR GRADED ROAD OVER
 ED0567'THE TRACK, 67 FEET NORTHWEST OF THE NORTHWEST RAIL, 29 FEET
 ED0567'NORTHWEST OF CENTER LINE OF GRAVEL ROAD, 14 1/2 FEET NORTHEAST
 ED0567'OF THE CENTER LINE OF TRAIL ROAD LEADING NORTHWEST AND UPHILL
 ED0567'THRU A GATE AND TO A BARN, 57 1/2 FEET SOUTHEAST OF THE CENTER
 ED0567'OF GATE, 4 FEET NORTH OF AN 8-INCH PINE TREE, 47 FEET NORTHEAST
 ED0567'OF THE NORTHWEST END OF A 50-INCH CORRUGATED IRON PIPE CULVERT
 ED0567'UNDER ROAD AND TRACK, 2 1/2 FEET NORTHWEST OF A STEEL WITNESS
 ED0567'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE
 ED0567'POST PROJECTING 3 INCHES.
 ED0567
 ED0567                          STATION RECOVERY (1982)
 ED0567
 ED0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0567'RECOVERED IN GOOD CONDITION, MARK INACCESSIBLE TO NEW LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0410 ***********************************************************************
 DG0410  DESIGNATION -  B 252
 DG0410  PID         -  DG0410
 DG0410  STATE/COUNTY-  GA/GWINNETT
 DG0410  USGS QUAD   -  NORCROSS (1992)
 DG0410
 DG0410                         *CURRENT SURVEY CONTROL
 DG0410  ___________________________________________________________________
 DG0410* NAD 83(1986)-  33 58 03.     (N)    084 10 43.     (W)     SCALED    
 DG0410* NAVD 88     -       321.243  (meters)    1053.94   (feet)  ADJUSTED  
 DG0410  ___________________________________________________________________
 DG0410  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0410  DYNAMIC HT  -         320.893 (meters)    1052.80  (feet)  COMP
 DG0410  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 DG0410
 DG0410  VERT ORDER  -  FIRST     CLASS II
 DG0410
 DG0410.The horizontal coordinates were scaled from a topographic map and have
 DG0410.an estimated accuracy of +/- 6 seconds.
 DG0410
 DG0410.The orthometric height was determined by differential leveling
 DG0410.and adjusted by the National Geodetic Survey in June 1991..
 DG0410.WARNING-Repeat measurements at this control monument indicate possible
 DG0410.vertical movement.
 DG0410
 DG0410.The geoid height was determined by GEOID03.
 DG0410
 DG0410.The dynamic height is computed by dividing the NAVD 88
 DG0410.geopotential number by the normal gravity value computed on the
 DG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0410.degrees latitude (g = 980.6199 gals.).
 DG0410
 DG0410.The modeled gravity was interpolated from observed gravity values.
 DG0410
 DG0410;                    North         East    Units  Estimated Accuracy
 DG0410;SPC GA W     -   439,900.      698,900.      MT  (+/- 180 meters Scaled)
 DG0410
 DG0410                          SUPERSEDED SURVEY CONTROL
 DG0410
 DG0410  NGVD 29 (12/12/91)  321.179  (m)         1053.73   (f) ADJUSTED    1 2
 DG0410
 DG0410.Superseded values are not recommended for survey control.
 DG0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0410.See file dsdata.txt to determine how the superseded data were derived.
 DG0410
 DG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC606621(NAD 83)
 DG0410_MARKER: DB = BENCH MARK DISK
 DG0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0410_STAMPING: B 252 1959
 DG0410_MARK LOGO: CGS   
 DG0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0410+STABILITY: SURFACE MOTION
 DG0410
 DG0410  HISTORY     - Date     Condition        Report By
 DG0410  HISTORY     - 1959     MONUMENTED       CGS
 DG0410  HISTORY     - 1983     GOOD             NGS
 DG0410
 DG0410                          STATION DESCRIPTION
 DG0410
 DG0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0410'3.2 MI SW FROM DULUTH.
 DG0410'ABOUT 3.2 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0410'STATION AT DULUTH, ABOUT 2.65 MILES NORTHEAST ALONG THE SOUTHERN
 DG0410'RAILWAY FROM THE STATION AT NORCROSS, 0.3 MILE NORTHEAST OF
 DG0410'MILEPOST 616, 105 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 DG0410'34 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET SOUTHWEST OF
 DG0410'TELEPHONE POLE F 21 AND IS IN THE LINE OF POLES, 95 FEET SOUTHWEST
 DG0410'OF THE SOUTHWEST END OF A CONCRETE PIPE CULVERT UNDER THE ROAD,
 DG0410'21 YARDS SOUTHWEST OF THE NORTHEAST END OF A CUT, 42 FEET
 DG0410'SOUTHWEST OF A 30-INCH WHITE OAK TREE, ABOUT 5 FEET ABOVE THE
 DG0410'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 DG0410'3 INCHES.
 DG0410
 DG0410                          STATION RECOVERY (1983)
 DG0410
 DG0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DG0410'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 DG0410'THE STATION REFERRED TO THEREIN HAS BEEN TORN DOWN.  CHANGE THE
 DG0410'REFERENCE POINT TO--THE JUNCTION OF STATE HIGHWAY 120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0551 ***********************************************************************
 CK0551  DESIGNATION -  B 253
 CK0551  PID         -  CK0551
 CK0551  STATE/COUNTY-  GA/EFFINGHAM
 CK0551  USGS QUAD   -  EGYPT (1978)
 CK0551
 CK0551                         *CURRENT SURVEY CONTROL
 CK0551  ___________________________________________________________________
 CK0551* NAD 83(1986)-  32 28 52.     (N)    081 29 13.     (W)     SCALED    
 CK0551* NAVD 88     -        40.397  (meters)     132.54   (feet)  ADJUSTED  
 CK0551  ___________________________________________________________________
 CK0551  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 CK0551  DYNAMIC HT  -          40.351 (meters)     132.38  (feet)  COMP
 CK0551  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 CK0551
 CK0551  VERT ORDER  -  FIRST     CLASS II
 CK0551
 CK0551.The horizontal coordinates were scaled from a topographic map and have
 CK0551.an estimated accuracy of +/- 6 seconds.
 CK0551
 CK0551.The orthometric height was determined by differential leveling
 CK0551.and adjusted by the National Geodetic Survey in June 1991..
 CK0551
 CK0551.The geoid height was determined by GEOID03.
 CK0551
 CK0551.The dynamic height is computed by dividing the NAVD 88
 CK0551.geopotential number by the normal gravity value computed on the
 CK0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0551.degrees latitude (g = 980.6199 gals.).
 CK0551
 CK0551.The modeled gravity was interpolated from observed gravity values.
 CK0551
 CK0551;                    North         East    Units  Estimated Accuracy
 CK0551;SPC GA E     -   275,270.      263,890.      MT  (+/- 180 meters Scaled)
 CK0551
 CK0551                          SUPERSEDED SURVEY CONTROL
 CK0551
 CK0551  NGVD 29 (??/??/92)   40.646  (m)          133.35   (f) ADJ UNCH    1 2
 CK0551
 CK0551.Superseded values are not recommended for survey control.
 CK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0551.See file dsdata.txt to determine how the superseded data were derived.
 CK0551
 CK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR542938(NAD 83)
 CK0551_MARKER: DB = BENCH MARK DISK
 CK0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0551_SP_SET: ABUTMENT
 CK0551_STAMPING: B 253 1960
 CK0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0551
 CK0551  HISTORY     - Date     Condition        Report By
 CK0551  HISTORY     - 1960     MONUMENTED       CGS
 CK0551
 CK0551                          STATION DESCRIPTION
 CK0551
 CK0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK0551'1.7 MI N FROM EGYPT.
 CK0551'ABOUT 1.7 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CK0551'THE STATION AT EGYPT, 0.1 MILE NORTH OF MILEPOST S 42, ABOUT
 CK0551'25 YARDS WEST OF THE CENTER LINE OF HIGHWAY 17 AND A DOUBLE
 CK0551'40-INCH PIPE CULVERT UNDER THE HIGHWAY, 5 FEET EAST OF THE
 CK0551'EAST RAIL, EAST OF AND AT ABOUT RIGHT ANGLE ACROSS THE TRACK
 CK0551'FROM TELEPHONE POLE NO. 3530, IN TOP AND EAST END OF LOWER PART
 CK0551'(BRIDGE SEAT) OF SOUTH CONCRETE ABUTMENT OF 9-FOOT BRIDGE 42.1
 CK0551'UNDER RAILWAY TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 CK0551'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0255 ***********************************************************************
 DG0255  DESIGNATION -  B 254
 DG0255  PID         -  DG0255
 DG0255  STATE/COUNTY-  GA/FULTON
 DG0255  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0255
 DG0255                         *CURRENT SURVEY CONTROL
 DG0255  ___________________________________________________________________
 DG0255* NAD 83(1986)-  33 47 56.     (N)    084 23 31.     (W)     SCALED    
 DG0255* NAVD 88     -       287.789  (meters)     944.19   (feet)  ADJUSTED  
 DG0255  ___________________________________________________________________
 DG0255  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG0255  DYNAMIC HT  -         287.470 (meters)     943.14  (feet)  COMP
 DG0255  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DG0255
 DG0255  VERT ORDER  -  FIRST     CLASS II
 DG0255
 DG0255.The horizontal coordinates were scaled from a topographic map and have
 DG0255.an estimated accuracy of +/- 6 seconds.
 DG0255
 DG0255.The orthometric height was determined by differential leveling
 DG0255.and adjusted by the National Geodetic Survey in June 1991..
 DG0255
 DG0255.The geoid height was determined by GEOID03.
 DG0255
 DG0255.The dynamic height is computed by dividing the NAVD 88
 DG0255.geopotential number by the normal gravity value computed on the
 DG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0255.degrees latitude (g = 980.6199 gals.).
 DG0255
 DG0255.The modeled gravity was interpolated from observed gravity values.
 DG0255
 DG0255;                    North         East    Units  Estimated Accuracy
 DG0255;SPC GA W     -   421,220.      679,140.      MT  (+/- 180 meters Scaled)
 DG0255
 DG0255                          SUPERSEDED SURVEY CONTROL
 DG0255
 DG0255  NGVD 29 (??/??/92)  287.704  (m)          943.91   (f) ADJ UNCH    1 2
 DG0255
 DG0255.Superseded values are not recommended for survey control.
 DG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0255.See file dsdata.txt to determine how the superseded data were derived.
 DG0255
 DG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC414429(NAD 83)
 DG0255_MARKER: DB = BENCH MARK DISK
 DG0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0255_SP_SET: CONCRETE BASE
 DG0255_STAMPING: B 254 1959
 DG0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0255
 DG0255  HISTORY     - Date     Condition        Report By
 DG0255  HISTORY     - 1959     MONUMENTED       CGS
 DG0255  HISTORY     - 1983     MARK NOT FOUND   NGS
 DG0255
 DG0255                          STATION DESCRIPTION
 DG0255
 DG0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0255'AT ATLANTA.
 DG0255'AT ATLANTA, ABOUT 0.25 MILE NORTHEAST ALONG WEST PEACHTREE
 DG0255'STREET NE FROM THE JUNCTION OF PEACHTREE STREET NE, IN THE
 DG0255'REAR OF THE OFFICE BUILDING OF STATION W L W A, TV, IN TOP OF THE
 DG0255'NORTHEAST CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF
 DG0255'THE W L W A, TV TOWER, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DG0255'OF THE OFFICE AND STUDIO BUILDING, 1 FOOT SOUTHWEST OF THE
 DG0255'NORTHEAST CORNER OF CONCRETE BASE, 2 1/2 FEET ABOVE THE GROUND.
 DG0255
 DG0255                          STATION RECOVERY (1983)
 DG0255
 DG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DG0255'THE MARK WAS NOT SEARCHED FOR, IT IS INACCESSIBLE DUE TO
 DG0255'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1057 ***********************************************************************
 DG1057  DESIGNATION -  B 256
 DG1057  PID         -  DG1057
 DG1057  STATE/COUNTY-  GA/CARROLL
 DG1057  USGS QUAD   -  VILLA RICA (1982)
 DG1057
 DG1057                         *CURRENT SURVEY CONTROL
 DG1057  ___________________________________________________________________
 DG1057* NAD 83(1986)-  33 44 13.     (N)    084 59 14.     (W)     SCALED    
 DG1057* NAVD 88     -       340.072  (meters)    1115.72   (feet)  ADJUSTED  
 DG1057  ___________________________________________________________________
 DG1057  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG1057  DYNAMIC HT  -         339.693 (meters)    1114.48  (feet)  COMP
 DG1057  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 DG1057
 DG1057  VERT ORDER  -  SECOND    CLASS 0
 DG1057
 DG1057.The horizontal coordinates were scaled from a topographic map and have
 DG1057.an estimated accuracy of +/- 6 seconds.
 DG1057
 DG1057.The orthometric height was determined by differential leveling
 DG1057.and adjusted by the National Geodetic Survey in June 1991..
 DG1057
 DG1057.The geoid height was determined by GEOID03.
 DG1057
 DG1057.The dynamic height is computed by dividing the NAVD 88
 DG1057.geopotential number by the normal gravity value computed on the
 DG1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1057.degrees latitude (g = 980.6199 gals.).
 DG1057
 DG1057.The modeled gravity was interpolated from observed gravity values.
 DG1057
 DG1057;                    North         East    Units  Estimated Accuracy
 DG1057;SPC GA W     -   414,630.      623,970.      MT  (+/- 180 meters Scaled)
 DG1057
 DG1057                          SUPERSEDED SURVEY CONTROL
 DG1057
 DG1057  NGVD 29 (??/??/92)  339.996  (m)         1115.47   (f) ADJ UNCH    2 0
 DG1057
 DG1057.Superseded values are not recommended for survey control.
 DG1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1057.See file dsdata.txt to determine how the superseded data were derived.
 DG1057
 DG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC864348(NAD 83)
 DG1057_MARKER: DB = BENCH MARK DISK
 DG1057_SETTING: 66 = SET IN ROCK OUTCROP
 DG1057_SP_SET: ROCK OUTCROP
 DG1057_STAMPING: B 256 1959
 DG1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1057+STABILITY: POSITION/ELEVATION WELL
 DG1057
 DG1057  HISTORY     - Date     Condition        Report By
 DG1057  HISTORY     - 1959     MONUMENTED       CGS
 DG1057
 DG1057                          STATION DESCRIPTION
 DG1057
 DG1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1057'4.2 MI W FROM VILLA RICA.
 DG1057'4.15 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG1057'VILLA RICA, ABOUT 0.1 MILE WEST OF MILE POST 674, ON THE OUTSIDE
 DG1057'OF A LONG CURVE IN TRACK WITH TANGENTS EXTENDING NORTHEAST AND
 DG1057'NORTHWEST, BETWEEN THE TRACK AND U.S. HIGHWAY 78, BETWEEN THE 4TH
 DG1057'AND 5TH TELEPHONE POLE EAST OF A GRADED ROAD CROSSING, SET IN THE
 DG1057'TOP OF THE NORTH EDGE OF A 20-FOOT LONG AND 3-FOOT HIGH ROCK
 DG1057'OUTCROP, 20 FEET SOUTH OF SOUTH RAIL, 48 FEET NORTH OF CENTER
 DG1057'LINE OF HIGHWAY, 6 FEET EAST OF WEST END OF OUTCROP AND ABOUT
 DG1057'3 FEET ABOVE LEVEL OF TRACK.  NOTE-- MARK IS ABOUT 3.05 MILES EAST
 DG1057'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT TEMPLE, CARROLL
 DG1057'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0504 ***********************************************************************
 DG0504  DESIGNATION -  B 257
 DG0504  PID         -  DG0504
 DG0504  STATE/COUNTY-  GA/FULTON
 DG0504  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0504
 DG0504                         *CURRENT SURVEY CONTROL
 DG0504  ___________________________________________________________________
 DG0504* NAD 83(1986)-  33 41 08.     (N)    084 26 24.     (W)     SCALED    
 DG0504* NAVD 88     -       315.697  (meters)    1035.75   (feet)  ADJUSTED  
 DG0504  ___________________________________________________________________
 DG0504  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG0504  DYNAMIC HT  -         315.343 (meters)    1034.59  (feet)  COMP
 DG0504  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 DG0504
 DG0504  VERT ORDER  -  FIRST     CLASS II
 DG0504
 DG0504.The horizontal coordinates were scaled from a topographic map and have
 DG0504.an estimated accuracy of +/- 6 seconds.
 DG0504
 DG0504.The orthometric height was determined by differential leveling
 DG0504.and adjusted by the National Geodetic Survey in June 1991..
 DG0504.WARNING-Repeat measurements at this control monument indicate possible
 DG0504.vertical movement.
 DG0504
 DG0504.The geoid height was determined by GEOID03.
 DG0504
 DG0504.The dynamic height is computed by dividing the NAVD 88
 DG0504.geopotential number by the normal gravity value computed on the
 DG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0504.degrees latitude (g = 980.6199 gals.).
 DG0504
 DG0504.The modeled gravity was interpolated from observed gravity values.
 DG0504
 DG0504;                    North         East    Units  Estimated Accuracy
 DG0504;SPC GA W     -   408,660.      674,660.      MT  (+/- 180 meters Scaled)
 DG0504
 DG0504                          SUPERSEDED SURVEY CONTROL
 DG0504
 DG0504  NGVD 29 (??/??/92)  315.617  (m)         1035.49   (f) ADJ UNCH    1 2
 DG0504
 DG0504.Superseded values are not recommended for survey control.
 DG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0504.See file dsdata.txt to determine how the superseded data were derived.
 DG0504
 DG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC373302(NAD 83)
 DG0504_MARKER: DB = BENCH MARK DISK
 DG0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0504_SP_SET: CATCH BASIN
 DG0504_STAMPING: B 257 1959
 DG0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0504
 DG0504  HISTORY     - Date     Condition        Report By
 DG0504  HISTORY     - 1959     MONUMENTED       CGS
 DG0504  HISTORY     - 1973     GOOD             NGS
 DG0504  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0504
 DG0504                          STATION DESCRIPTION
 DG0504
 DG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0504'0.4 MI N FROM EAST POINT.
 DG0504'ABOUT 0.4 MILE NORTH ALONG THE ATLANTA AND WEST POINT RAILROAD
 DG0504'FROM THE STATION AT EAST POINT, IN THE TOP OF THE NORTHEAST END
 DG0504'OF SOUTHEAST HEAD WALL OF A 4 BY 3-FOOT CONCRETE CATCH BASIN FOR
 DG0504'A CULVERT UNDER MAIN STREET (U.S. HIGHWAY 29), 29 FEET SOUTHEAST
 DG0504'OF CENTER LINE OF HIGHWAY, 13 FEET NORTHWEST OF NORTHWEST RAIL
 DG0504'OF NORTHWEST TRACK, 123 FEET NORTH-NORTHEAST OF CENTER (EXTENDED)
 DG0504'LINE OF CONNALLY DRIVE, ABOUT 140 YARDS SOUTHWEST OF CENTER OF
 DG0504'INTERSECTION OF JEFFERSON AVENUE AND MAIN STREET, AND ABOUT 3
 DG0504'FEET BELOW LEVEL OF TRACK.
 DG0504
 DG0504                          STATION RECOVERY (1973)
 DG0504
 DG0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0504'RECOVERED IN GOOD CONDITION.
 DG0504
 DG0504                          STATION RECOVERY (1990)
 DG0504
 DG0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0504'NOT FOUND. PROBABLY DESTROYED DURING CONSTRUCTION OF MARTA TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0945 ***********************************************************************
 DE0945  DESIGNATION -  B 258
 DE0945  PID         -  DE0945
 DE0945  STATE/COUNTY-  GA/RICHMOND
 DE0945  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0945
 DE0945                         *CURRENT SURVEY CONTROL
 DE0945  ___________________________________________________________________
 DE0945* NAD 83(1986)-  33 25 15.     (N)    081 59 34.     (W)     SCALED    
 DE0945* NAVD 88     -        37.830  (meters)     124.11   (feet)  ADJUSTED  
 DE0945  ___________________________________________________________________
 DE0945  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DE0945  DYNAMIC HT  -          37.790 (meters)     123.98  (feet)  COMP
 DE0945  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DE0945
 DE0945  VERT ORDER  -  FIRST     CLASS II
 DE0945
 DE0945.The horizontal coordinates were scaled from a topographic map and have
 DE0945.an estimated accuracy of +/- 6 seconds.
 DE0945
 DE0945.The orthometric height was determined by differential leveling
 DE0945.and adjusted by the National Geodetic Survey in June 1991..
 DE0945
 DE0945.The geoid height was determined by GEOID03.
 DE0945
 DE0945.The dynamic height is computed by dividing the NAVD 88
 DE0945.geopotential number by the normal gravity value computed on the
 DE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0945.degrees latitude (g = 980.6199 gals.).
 DE0945
 DE0945.The modeled gravity was interpolated from observed gravity values.
 DE0945
 DE0945;                    North         East    Units  Estimated Accuracy
 DE0945;SPC GA E     -   379,280.      216,170.      MT  (+/- 180 meters Scaled)
 DE0945
 DE0945                          SUPERSEDED SURVEY CONTROL
 DE0945
 DE0945  NGVD 29 (??/??/92)   38.065  (m)          124.88   (f) ADJ UNCH    1 2
 DE0945
 DE0945.Superseded values are not recommended for survey control.
 DE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0945.See file dsdata.txt to determine how the superseded data were derived.
 DE0945
 DE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS077983(NAD 83)
 DE0945_MARKER: DB = BENCH MARK DISK
 DE0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0945_STAMPING: B 258 1960
 DE0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0945+STABILITY: SURFACE MOTION
 DE0945
 DE0945  HISTORY     - Date     Condition        Report By
 DE0945  HISTORY     - 1960     MONUMENTED       CGS
 DE0945
 DE0945                          STATION DESCRIPTION
 DE0945
 DE0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0945'4 MI S FROM AUGUSTA.
 DE0945'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM
 DE0945'THE SOUTHWEST END OF CONCRETE HIGHWAY BRIDGE OVER SAVANNAH RIVER
 DE0945'AT AUGUSTA, THENCE ABOUT 1.6 MILES SOUTH ALONG NEW SAVANNAH ROAD,
 DE0945'0.4 MILE NORTH OF HIGHWAY BRIDGE OVER ROCKY CREEK, 356 YARDS SOUTH
 DE0945'OF THE JUNCTION OF NIXON ROAD LEADING WEST, 40 FEET EAST OF THE
 DE0945'CENTER LINE OF ROAD, 131 1/2 FEET NORTHWEST OF THE WEST CORNER OF
 DE0945'CONCRETE BLOCK BUILDING HOUSING AUGUSTA LIVESTOCK MARKET, 28
 DE0945'FEET SOUTH OF THE CENTER LINE OF SOUTH DRIVE OF TWO DRIVEWAYS TO
 DE0945'LIVESTOCK MARKET, 3 1/2 FEET SOUTH OF POWER LINE POLE 2163
 DE0945'SUPPORTING TWO TRANSFORMERS, 15 FEET SOUTHEAST OF THE SOUTH END
 DE0945'OF A 15-INCH PIPE CULVERT UNDER THE SOUTH DRIVE, 17 1/2 FEET
 DE0945'NORTHEAST OF THE EAST END OF A 15-INCH PIPE CULVERT UNDER NEW
 DE0945'SAVANNAH ROAD, ABOUT LEVEL WITH NEW SAVANNAH ROAD, AND SET IN TOP
 DE0945'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1004 ***********************************************************************
 CK1004  DESIGNATION -  B 259
 CK1004  PID         -  CK1004
 CK1004  STATE/COUNTY-  GA/SCREVEN
 CK1004  USGS QUAD   -  ROCKY FORD (1978)
 CK1004
 CK1004                         *CURRENT SURVEY CONTROL
 CK1004  ___________________________________________________________________
 CK1004* NAD 83(1986)-  32 40 55.     (N)    081 51 00.     (W)     SCALED    
 CK1004* NAVD 88     -        43.104  (meters)     141.42   (feet)  ADJUSTED  
 CK1004  ___________________________________________________________________
 CK1004  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CK1004  DYNAMIC HT  -          43.056 (meters)     141.26  (feet)  COMP
 CK1004  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 CK1004
 CK1004  VERT ORDER  -  FIRST     CLASS II
 CK1004
 CK1004.The horizontal coordinates were scaled from a topographic map and have
 CK1004.an estimated accuracy of +/- 6 seconds.
 CK1004
 CK1004.The orthometric height was determined by differential leveling
 CK1004.and adjusted by the National Geodetic Survey in June 1991..
 CK1004
 CK1004.The geoid height was determined by GEOID03.
 CK1004
 CK1004.The dynamic height is computed by dividing the NAVD 88
 CK1004.geopotential number by the normal gravity value computed on the
 CK1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1004.degrees latitude (g = 980.6199 gals.).
 CK1004
 CK1004.The modeled gravity was interpolated from observed gravity values.
 CK1004
 CK1004;                    North         East    Units  Estimated Accuracy
 CK1004;SPC GA E     -   297,380.      229,700.      MT  (+/- 180 meters Scaled)
 CK1004
 CK1004                          SUPERSEDED SURVEY CONTROL
 CK1004
 CK1004  NGVD 29 (??/??/92)   43.342  (m)          142.20   (f) ADJ UNCH    1 2
 CK1004
 CK1004.Superseded values are not recommended for survey control.
 CK1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1004.See file dsdata.txt to determine how the superseded data were derived.
 CK1004
 CK1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS203163(NAD 83)
 CK1004_MARKER: DB = BENCH MARK DISK
 CK1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1004_STAMPING: B 259 1960
 CK1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1004+STABILITY: SURFACE MOTION
 CK1004
 CK1004  HISTORY     - Date     Condition        Report By
 CK1004  HISTORY     - 1960     MONUMENTED       CGS
 CK1004
 CK1004                          STATION DESCRIPTION
 CK1004
 CK1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK1004'1.7 MI NW FROM ROCKY FORD.
 CK1004'ABOUT 1.7 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1004'FROM THE CROSSING OF A BLACK TOP ROAD AT ROCKY FORD, 139 YARDS
 CK1004'NORTHWEST OF MILEPOST S 68, 110 YARDS SOUTHEAST OF A WOODS
 CK1004'TRAIL CROSSING, 26 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CK1004'3 1/2 FEET SOUTHEAST OF MILEAGE POLE 68+3 AND ALSO NUMBERED
 CK1004'E 27, IN LINE WITH THE ROW OF POLES, ABOUT LEVEL WITH THE TRACK,
 CK1004'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0083 ***********************************************************************
 DG0083  DESIGNATION -  B 26
 DG0083  PID         -  DG0083
 DG0083  STATE/COUNTY-  GA/DE KALB
 DG0083  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0083
 DG0083                         *CURRENT SURVEY CONTROL
 DG0083  ___________________________________________________________________
 DG0083* NAD 83(1994)-  33 48 47.71687(N)    084 17 24.27007(W)     ADJUSTED  
 DG0083* NAVD 88     -       281.841  (meters)     924.67   (feet)  ADJUSTED  
 DG0083  ___________________________________________________________________
 DG0083  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG0083  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0083  DYNAMIC HT  -         281.530 (meters)     923.65  (feet)  COMP
 DG0083  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 DG0083
 DG0083  HORZ ORDER  -  SECOND
 DG0083  VERT ORDER  -  FIRST     CLASS II
 DG0083
 DG0083.The horizontal coordinates were established by classical geodetic methods
 DG0083.and adjusted by the National Geodetic Survey in September 1997..
 DG0083
 DG0083.The orthometric height was determined by differential leveling
 DG0083.and adjusted by the National Geodetic Survey in June 1991..
 DG0083
 DG0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0083
 DG0083.The geoid height was determined by GEOID03.
 DG0083
 DG0083.The dynamic height is computed by dividing the NAVD 88
 DG0083.geopotential number by the normal gravity value computed on the
 DG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0083.degrees latitude (g = 980.6199 gals.).
 DG0083
 DG0083.The modeled gravity was interpolated from observed gravity values.
 DG0083
 DG0083;                    North         East     Units Scale Factor Converg.
 DG0083;SPC GA W     -   422,798.687   688,575.197   MT  0.99990161   -0 04 07.2
 DG0083;SPC GA W     - 1,387,132.03  2,259,100.46   sFT  0.99990161   -0 04 07.2
 DG0083;UTM  16      - 3,744,752.882   750,837.879   MT  1.00037573   +1 30 31.8
 DG0083
 DG0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0083!SPC GA W     -   0.99996039  x   0.99990161  =   0.99986200
 DG0083!UTM  16      -   0.99996039  x   1.00037573  =   1.00033610
 DG0083
 DG0083|---------------------------------------------------------------------|
 DG0083| PID    Reference Object                     Distance      Geod. Az  |
 DG0083|                                                           dddmmss.s |
 DG0083| CZ2757 B 26 RM 2                            45.434 METERS 05215     |
 DG0083| CZ2756 B 26 RM 1                            22.272 METERS 05215     |
 DG0083| DG0084 B 27                                428.184 METERS 0540935.6 |
 DG0083| DG0082 B 25                                354.734 METERS 23428     |
 DG0083|---------------------------------------------------------------------|
 DG0083
 DG0083                          SUPERSEDED SURVEY CONTROL
 DG0083
 DG0083  NAD 83(1986)-  33 48 47.71980(N)    084 17 24.26866(W) AD(       ) 2
 DG0083  NAD 27      -  33 48 47.34754(N)    084 17 24.54850(W) AD(       ) 2
 DG0083  NGVD 29 (??/??/92)  281.761  (m)          924.41   (f) ADJ UNCH    1 2
 DG0083
 DG0083.Superseded values are not recommended for survey control.
 DG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0083.See file dsdata.txt to determine how the superseded data were derived.
 DG0083
 DG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5083844753(NAD 83)
 DG0083_MARKER: DD = SURVEY DISK
 DG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0083_STAMPING: B 26
 DG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0083+STABILITY: SURFACE MOTION
 DG0083
 DG0083  HISTORY     - Date     Condition        Report By
 DG0083  HISTORY     - 1973     MONUMENTED       MARTA
 DG0083  HISTORY     - 1973     GOOD             NGS
 DG0083
 DG0083                          STATION DESCRIPTION
 DG0083
 DG0083'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0083'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT LOCATED 8.85 FT
 DG0083'N. OF THE NORTH RAIL OF THE SEABOARD COAST LINE R.R. TRACK AND
 DG0083'20.25 FT, S.83 DEG E OF A TELEPHONE POLE, APPROX. 360 FT EAST
 DG0083'OF MILE POST 566, APPROX. 1145 FT EAST OF CENTERLINE NORTH DRUID
 DG0083'HILLS RD.
 DG0083
 DG0083                          STATION RECOVERY (1973)
 DG0083
 DG0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0083'2.6 MI N FROM DECATUR.
 DG0083'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0083'SEABOARD COAST LINE RAILROAD ABOUT 3.9 MILES NORTHEAST OF W.
 DG0083'HOWARD AVE. MEASURED ALONG THE TRACKS, 1145 FEET NORTHEAST OF THE
 DG0083'CENTERLINE OF THE N. DRUID HILLS RD. OVERPASS, 360 FEET,
 DG0083'APPROXIMATELY, OF MILEPOST 566, 20 FEET S 83 DEG E OF A TELEPHONE
 DG0083'POLE (ON THE NORTHWEST SIDE OF THE TRACKS), 8.8 FEET NORTHWEST OF
 DG0083'THE NORTHWEST RAIL OF THE TRACKS.  THE DISK IS SET ATOP A CONCRETE
 DG0083'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1061 ***********************************************************************
 CK1061  DESIGNATION -  B 260
 CK1061  PID         -  CK1061
 CK1061  STATE/COUNTY-  GA/JENKINS
 CK1061  USGS QUAD   -  MILLEN (1978)
 CK1061
 CK1061                         *CURRENT SURVEY CONTROL
 CK1061  ___________________________________________________________________
 CK1061* NAD 83(1986)-  32 48 44.     (N)    081 56 41.     (W)     SCALED    
 CK1061* NAVD 88     -        54.011  (meters)     177.20   (feet)  ADJUSTED  
 CK1061  ___________________________________________________________________
 CK1061  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK1061  DYNAMIC HT  -          53.951 (meters)     177.00  (feet)  COMP
 CK1061  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 CK1061
 CK1061  VERT ORDER  -  FIRST     CLASS II
 CK1061
 CK1061.The horizontal coordinates were scaled from a topographic map and have
 CK1061.an estimated accuracy of +/- 6 seconds.
 CK1061
 CK1061.The orthometric height was determined by differential leveling
 CK1061.and adjusted by the National Geodetic Survey in June 1991..
 CK1061
 CK1061.The geoid height was determined by GEOID03.
 CK1061
 CK1061.The dynamic height is computed by dividing the NAVD 88
 CK1061.geopotential number by the normal gravity value computed on the
 CK1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1061.degrees latitude (g = 980.6199 gals.).
 CK1061
 CK1061.The modeled gravity was interpolated from observed gravity values.
 CK1061
 CK1061;                    North         East    Units  Estimated Accuracy
 CK1061;SPC GA E     -   311,800.      220,780.      MT  (+/- 180 meters Scaled)
 CK1061
 CK1061                          SUPERSEDED SURVEY CONTROL
 CK1061
 CK1061  NGVD 29 (??/??/92)   54.251  (m)          177.99   (f) ADJ UNCH    1 2
 CK1061
 CK1061.Superseded values are not recommended for survey control.
 CK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1061.See file dsdata.txt to determine how the superseded data were derived.
 CK1061
 CK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS115308(NAD 83)
 CK1061_MARKER: DB = BENCH MARK DISK
 CK1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1061_STAMPING: B 260 1960
 CK1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1061+STABILITY: SURFACE MOTION
 CK1061
 CK1061  HISTORY     - Date     Condition        Report By
 CK1061  HISTORY     - 1960     MONUMENTED       CGS
 CK1061  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK1061
 CK1061                          STATION DESCRIPTION
 CK1061
 CK1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK1061'AT MILLEN.
 CK1061'AT MILLEN, ABOUT 0.9 MILE NORTHWEST AND NORTH ALONG THE CENTRAL
 CK1061'OF GEORGIA RAILWAY FROM THE STATION, 0.35 MILE SOUTH OF MILEPOST
 CK1061'S 80, 141 YARDS SOUTH OF A S SIGN (STATION ONE MILE), 28 FEET
 CK1061'WEST OF THE WEST RAIL, 4 1/2 FEET NORTH OF MILEGE POLE 79+21,
 CK1061'321 1/2 FEET NORTH-NORTHWEST OF THE CENTER OF CROSSING OF A
 CK1061'STREET LEADING EAST-WEST, AT ABOUT RIGHT ANGLE ACROSS THE TRACK
 CK1061'FROM TELEPHONE POLE NO. 2071, 2 FEET SOUTH OF A STEEL WITNESS
 CK1061'POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN
 CK1061'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CK1061
 CK1061                          STATION RECOVERY (1975)
 CK1061
 CK1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0987 ***********************************************************************
 DE0987  DESIGNATION -  B 261
 DE0987  PID         -  DE0987
 DE0987  STATE/COUNTY-  GA/BURKE
 DE0987  USGS QUAD   -  MC BEAN (1980)
 DE0987
 DE0987                         *CURRENT SURVEY CONTROL
 DE0987  ___________________________________________________________________
 DE0987* NAD 83(1986)-  33 07 52.     (N)    081 57 32.     (W)     SCALED    
 DE0987* NAVD 88     -        72.915  (meters)     239.22   (feet)  ADJUSTED  
 DE0987  ___________________________________________________________________
 DE0987  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE0987  DYNAMIC HT  -          72.835 (meters)     238.96  (feet)  COMP
 DE0987  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DE0987
 DE0987  VERT ORDER  -  FIRST     CLASS II
 DE0987
 DE0987.The horizontal coordinates were scaled from a topographic map and have
 DE0987.an estimated accuracy of +/- 6 seconds.
 DE0987
 DE0987.The orthometric height was determined by differential leveling
 DE0987.and adjusted by the National Geodetic Survey in June 1991..
 DE0987
 DE0987.The geoid height was determined by GEOID03.
 DE0987
 DE0987.The dynamic height is computed by dividing the NAVD 88
 DE0987.geopotential number by the normal gravity value computed on the
 DE0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0987.degrees latitude (g = 980.6199 gals.).
 DE0987
 DE0987.The modeled gravity was interpolated from observed gravity values.
 DE0987
 DE0987;                    North         East    Units  Estimated Accuracy
 DE0987;SPC GA E     -   347,160.      219,390.      MT  (+/- 180 meters Scaled)
 DE0987
 DE0987                          SUPERSEDED SURVEY CONTROL
 DE0987
 DE0987  NGVD 29 (??/??/92)   73.148  (m)          239.99   (f) ADJ UNCH    1 2
 DE0987
 DE0987.Superseded values are not recommended for survey control.
 DE0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0987.See file dsdata.txt to determine how the superseded data were derived.
 DE0987
 DE0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS105662(NAD 83)
 DE0987_MARKER: DB = BENCH MARK DISK
 DE0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0987_STAMPING: B 261 1960
 DE0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0987+STABILITY: SURFACE MOTION
 DE0987
 DE0987  HISTORY     - Date     Condition        Report By
 DE0987  HISTORY     - 1960     MONUMENTED       CGS
 DE0987  HISTORY     - 1974     GOOD             NGS
 DE0987
 DE0987                          STATION DESCRIPTION
 DE0987
 DE0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DE0987'4.2 MI NE FROM WAYNESBORO.
 DE0987'ABOUT 4.25 MILES NORTHEAST ALONG STATE HIGHWAY 56 FROM THE
 DE0987'COURT HOUSE AT WAYNESBORO, 0.9 MILE NORTH OF THE NORTH END OF
 DE0987'THE CONCRETE HIGHWAY BRIDGE OVER BRIER CREEK, AT THE JUNCTION OF
 DE0987'STATE HIGHWAY 80 LEADING EAST, 50 FEET EAST OF THE CENTERLINE OF
 DE0987'HIGHWAY 56, 100 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 DE0987'80, 67 FEET SOUTHEAST OF THE SOUTH END OF A 24-INCH CONCRETE
 DE0987'CULVERT UNDER HIGHWAY 80, 154 FEET NORTH OF THE CENTER OF A
 DE0987'DRIVEWAY LEADING EAST TO A HOUSE, ABOUT 2 FEET BELOW THE LEVEL
 DE0987'OF HIGHWAY 56 AND A DISK SET IN THE TOP OF A 12-INCH ROUND
 DE0987'CONCRETE MONUMENT THAT PROJECTS 4-INCHES ABOVE THE GROUND
 DE0987'SURFACE.  NOTICE-- THIS MARK WILL PROBABLY BE DESTROYED WHEN
 DE0987'A RAILROAD IS BUILT IN THE NEAR FUTURE.  B 261 RESET 1974 HAS
 DE0987'BEEN SET TO REPLACE THIS MARK.  THIS MARK WAS LEFT INTACT BY
 DE0987'REQUEST OF USERS.  THE MARK IS CHIPPED ON THE WEST SIDE, BUT
 DE0987'FIRM IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0988 ***********************************************************************
 DE0988  DESIGNATION -  B 261 RESET
 DE0988  PID         -  DE0988
 DE0988  STATE/COUNTY-  GA/BURKE
 DE0988  USGS QUAD   -  MC BEAN (1980)
 DE0988
 DE0988                         *CURRENT SURVEY CONTROL
 DE0988  ___________________________________________________________________
 DE0988* NAD 83(1986)-  33 07 52.     (N)    081 57 32.     (W)     SCALED    
 DE0988* NAVD 88     -        72.025  (meters)     236.30   (feet)  ADJUSTED  
 DE0988  ___________________________________________________________________
 DE0988  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE0988  DYNAMIC HT  -          71.945 (meters)     236.04  (feet)  COMP
 DE0988  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DE0988
 DE0988  VERT ORDER  -  FIRST     CLASS II
 DE0988
 DE0988.The horizontal coordinates were scaled from a topographic map and have
 DE0988.an estimated accuracy of +/- 6 seconds.
 DE0988
 DE0988.The orthometric height was determined by differential leveling
 DE0988.and adjusted by the National Geodetic Survey in June 1991..
 DE0988
 DE0988.The geoid height was determined by GEOID03.
 DE0988
 DE0988.The dynamic height is computed by dividing the NAVD 88
 DE0988.geopotential number by the normal gravity value computed on the
 DE0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0988.degrees latitude (g = 980.6199 gals.).
 DE0988
 DE0988.The modeled gravity was interpolated from observed gravity values.
 DE0988
 DE0988;                    North         East    Units  Estimated Accuracy
 DE0988;SPC GA E     -   347,160.      219,390.      MT  (+/- 180 meters Scaled)
 DE0988
 DE0988                          SUPERSEDED SURVEY CONTROL
 DE0988
 DE0988  NGVD 29 (11/20/03)   72.26   (m)          237.1    (f) RESET       3  
 DE0988
 DE0988.Superseded values are not recommended for survey control.
 DE0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0988.See file dsdata.txt to determine how the superseded data were derived.
 DE0988
 DE0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS105662(NAD 83)
 DE0988_MARKER: DB = BENCH MARK DISK
 DE0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0988_SP_SET: CONCRETE POST
 DE0988_STAMPING: B 261 RESET 1974
 DE0988_MARK LOGO: NGS   
 DE0988_PROJECTION: PROJECTING 5 CENTIMETERS
 DE0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0988+STABILITY: SURFACE MOTION
 DE0988
 DE0988  HISTORY     - Date     Condition        Report By
 DE0988  HISTORY     - 1974     MONUMENTED       NGS
 DE0988  HISTORY     - 1983     GOOD             GAPC
 DE0988
 DE0988                          STATION DESCRIPTION
 DE0988
 DE0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DE0988'4.2 MI NE FROM WAYNESBORO.
 DE0988'4.25 MILES NORTHEAST ALONG STATE HIGHWAY 56 FROM THE COURT HOUSE
 DE0988'AT WAYNESBORO, 0.9 MILE NORTH OF THE NORTH END OF CONCRETE
 DE0988'BRIDGE OVER BRIER CREEK, AT THE JUNCTION OF STATE HIGHWAY 56 AND
 DE0988'80, 71.5 FEET NORTHWEST OF THE CENTER OF JUNCTION OF STATE
 DE0988'HIGHWAYS 56 AND 80, 65 FEET NORTH OF AN EXTENDED CENTERLINE OF
 DE0988'HIGHWAY 80, 54.5 FEET SOUTH OF A POWER LINE POLE, 51 FEET WEST
 DE0988'OF THE CENTER OF HIGHWAY 56, 1 FOOT EAST OF A METAL WITNESS POST
 DE0988'AND A DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DE0988'THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.
 DE0988
 DE0988                          STATION RECOVERY (1983)
 DE0988
 DE0988'RECOVERY NOTE BY GEORGIA POWER COMPANY 1983
 DE0988'RECOVERED IN GOOD CONDITION.  4.25 MI NORTHEAST ALONG STATE HIGHWAY
 DE0988'56 FROM THE COURTHOUSE AT WAYNESBORO, ABOUT 0.05 MI NORTH OF THE
 DE0988'CROSSING OF THE GEORGIA POWER COMPANY RAILWAY SPUR TO VOGTLE ELECTRIC
 DE0988'GENERATING PLANT FROM GREENS CUT, AT THE JUNCTION OF STATE HIGHWAY 80
 DE0988'LEADING EAST, 50 FT WEST OF THE CENTER LINE OF HIGHWAY 56, 72 FT
 DE0988'NORTHWEST OF THE CENTER LINE INTERSECTION OF HIGHWAY 56 AND HIGHWAY
 DE0988'80, 180 FT NORTH OF THE NORTH RAIL OF SPUR TRACK, 82 FT NORTH OF THE
 DE0988'CORNER POST OF A WIRE FENCE RUNNING WEST ALONG THE NORTH RIGHT-OF-WAY
 DE0988'OF THE RAILWAY, 53 FT NORTH-NORTHEAST OF A 30 IN PECAN TREE, AND 20.5
 DE0988'FT NORTH OF A POWER POLE.
 DE0988'THE MARK IS .7 FT  E FROM A WITNESS POST.
 DE0988'THE MARK IS 3.8 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0948 ***********************************************************************
 DE0948  DESIGNATION -  B 262
 DE0948  PID         -  DE0948
 DE0948  STATE/COUNTY-  GA/RICHMOND
 DE0948  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0948
 DE0948                         *CURRENT SURVEY CONTROL
 DE0948  ___________________________________________________________________
 DE0948* NAD 83(1986)-  33 23 51.     (N)    081 58 44.     (W)     SCALED    
 DE0948* NAVD 88     -        39.649  (meters)     130.08   (feet)  ADJUSTED  
 DE0948  ___________________________________________________________________
 DE0948  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DE0948  DYNAMIC HT  -          39.607 (meters)     129.94  (feet)  COMP
 DE0948  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DE0948
 DE0948  VERT ORDER  -  FIRST     CLASS II
 DE0948
 DE0948.The horizontal coordinates were scaled from a topographic map and have
 DE0948.an estimated accuracy of +/- 6 seconds.
 DE0948
 DE0948.The orthometric height was determined by differential leveling
 DE0948.and adjusted by the National Geodetic Survey in June 1991..
 DE0948
 DE0948.The geoid height was determined by GEOID03.
 DE0948
 DE0948.The dynamic height is computed by dividing the NAVD 88
 DE0948.geopotential number by the normal gravity value computed on the
 DE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0948.degrees latitude (g = 980.6199 gals.).
 DE0948
 DE0948.The modeled gravity was interpolated from observed gravity values.
 DE0948
 DE0948;                    North         East    Units  Estimated Accuracy
 DE0948;SPC GA E     -   376,700.      217,470.      MT  (+/- 180 meters Scaled)
 DE0948
 DE0948                          SUPERSEDED SURVEY CONTROL
 DE0948
 DE0948  NGVD 29 (??/??/92)   39.884  (m)          130.85   (f) ADJ UNCH    1 2
 DE0948
 DE0948.Superseded values are not recommended for survey control.
 DE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0948.See file dsdata.txt to determine how the superseded data were derived.
 DE0948
 DE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS089957(NAD 83)
 DE0948_MARKER: DB = BENCH MARK DISK
 DE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0948_STAMPING: B 262 1960
 DE0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0948+STABILITY: SURFACE MOTION
 DE0948
 DE0948  HISTORY     - Date     Condition        Report By
 DE0948  HISTORY     - 1960     MONUMENTED       CGS
 DE0948
 DE0948                          STATION DESCRIPTION
 DE0948
 DE0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0948'5.8 MI S FROM AUGUSTA.
 DE0948'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM
 DE0948'THE SOUTHWEST END OF CONCRETE HIGHWAY BRIDGE OVER SAVANNAH
 DE0948'RIVER AT AUGUSTA, THENCE ABOUT 3.35 MILES SOUTH ALONG NEW SAVANNAH
 DE0948'ROAD, AT THE JUNCTION OF MARVIN GRIFFIN ROAD LEADING WEST, 49
 DE0948'FEET EAST-NORTHEAST OF THE CENTER LINE OF NEW SAVANNAH ROAD, 23
 DE0948'FEET SOUTH OF PROLONGATION OF CENTER LINE OF MARVIN GRIFFIN
 DE0948'ROAD, ACROSS NEW SAVANNAH ROAD FROM AND BETWEEN TELEPHONE POLES
 DE0948'290 AND 291, 1 FOOT WEST-SOUTHWEST OF A WIRE FENCE, 12 FEET
 DE0948'SOUTH-SOUTHEAST OF OFF-SET FENCE CORNER, 3 1/2 FEET WEST-SOUTHWEST
 DE0948'OF A POWER LINE POLE, 1 FOOT BELOW THE LEVEL OF NEW SAVANNAH
 DE0948'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DE0948'ALSO ABOUT 0.7 MILE NORTH OF CONCRETE BRIDGE OVER BUTLER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0949 ***********************************************************************
 DE0949  DESIGNATION -  B 263
 DE0949  PID         -  DE0949
 DE0949  STATE/COUNTY-  GA/RICHMOND
 DE0949  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0949
 DE0949                         *CURRENT SURVEY CONTROL
 DE0949  ___________________________________________________________________
 DE0949* NAD 83(1986)-  33 23 31.     (N)    081 58 26.     (W)     SCALED    
 DE0949* NAVD 88     -        39.000  (meters)     127.95   (feet)  ADJUSTED  
 DE0949  ___________________________________________________________________
 DE0949  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DE0949  DYNAMIC HT  -          38.958 (meters)     127.81  (feet)  COMP
 DE0949  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DE0949
 DE0949  VERT ORDER  -  FIRST     CLASS II
 DE0949
 DE0949.The horizontal coordinates were scaled from a topographic map and have
 DE0949.an estimated accuracy of +/- 6 seconds.
 DE0949
 DE0949.The orthometric height was determined by differential leveling
 DE0949.and adjusted by the National Geodetic Survey in June 1991..
 DE0949
 DE0949.The geoid height was determined by GEOID03.
 DE0949
 DE0949.The dynamic height is computed by dividing the NAVD 88
 DE0949.geopotential number by the normal gravity value computed on the
 DE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0949.degrees latitude (g = 980.6199 gals.).
 DE0949
 DE0949.The modeled gravity was interpolated from observed gravity values.
 DE0949
 DE0949;                    North         East    Units  Estimated Accuracy
 DE0949;SPC GA E     -   376,080.      217,930.      MT  (+/- 180 meters Scaled)
 DE0949
 DE0949                          SUPERSEDED SURVEY CONTROL
 DE0949
 DE0949  NGVD 29 (??/??/92)   39.234  (m)          128.72   (f) ADJ UNCH    1 2
 DE0949
 DE0949.Superseded values are not recommended for survey control.
 DE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0949.See file dsdata.txt to determine how the superseded data were derived.
 DE0949
 DE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS094951(NAD 83)
 DE0949_MARKER: DB = BENCH MARK DISK
 DE0949_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE0949_SP_SET: 32 FEET
 DE0949_STAMPING: B 263 1960
 DE0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE0949
 DE0949  HISTORY     - Date     Condition        Report By
 DE0949  HISTORY     - 1960     MONUMENTED       CGS
 DE0949
 DE0949                          STATION DESCRIPTION
 DE0949
 DE0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0949'6.4 MI S FROM AUGUSTA.
 DE0949'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM
 DE0949'THE SOUTHWEST END OF CONCRETE HIGHWAY BRIDGE OVER SAVANNAH
 DE0949'RIVER AT AUGUSTA, THENCE ABOUT 3.9 MILES SOUTH ALONG NEW SAVANNAH
 DE0949'ROAD, 0.55 MILE SOUTH OF THE JUNCTION OF MARVIN GRIFFIN ROAD, 0.1
 DE0949'MILE NORTH OF A 50-FOOT BRIDGE OVER A SMALL STREAM, AT THE JUNCTION
 DE0949'OF A PRIVATE DRIVE LEADING EAST TO A ONE-STORY BRICK HOUSE AND
 DE0949'A DIRT ROAD LEADING SOUTHEAST, 14 FEET EAST OF THE CENTER LINE
 DE0949'OF DIRT ROAD, 51 FEET EAST OF AND ACROSS THE DIRT ROAD FROM THE
 DE0949'CENTER LINE OF NEW SAVANNAH ROAD, 183 FEET SOUTH OF CENTER LINE
 DE0949'OF DRIVE, 4 FEET WEST OF THE FIRST POWER LINE POLE SOUTH OF THE
 DE0949'DRIVE, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 DE0949'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK ON
 DE0949'COPPER COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A
 DE0949'6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A
 DE0949'DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0413 ***********************************************************************
 DF0413  DESIGNATION -  B 264
 DF0413  PID         -  DF0413
 DF0413  STATE/COUNTY-  GA/WILKES
 DF0413  USGS QUAD   -  AONIA (1981)
 DF0413
 DF0413                         *CURRENT SURVEY CONTROL
 DF0413  ___________________________________________________________________
 DF0413* NAD 83(1986)-  33 43 13.     (N)    082 36 16.     (W)     SCALED    
 DF0413* NAVD 88     -       158.231  (meters)     519.13   (feet)  ADJUSTED  
 DF0413  ___________________________________________________________________
 DF0413  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DF0413  DYNAMIC HT  -         158.066 (meters)     518.59  (feet)  COMP
 DF0413  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 DF0413
 DF0413  VERT ORDER  -  SECOND    CLASS 0
 DF0413
 DF0413.The horizontal coordinates were scaled from a topographic map and have
 DF0413.an estimated accuracy of +/- 6 seconds.
 DF0413
 DF0413.The orthometric height was determined by differential leveling
 DF0413.and adjusted by the National Geodetic Survey in June 1991..
 DF0413
 DF0413.The geoid height was determined by GEOID03.
 DF0413
 DF0413.The dynamic height is computed by dividing the NAVD 88
 DF0413.geopotential number by the normal gravity value computed on the
 DF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0413.degrees latitude (g = 980.6199 gals.).
 DF0413
 DF0413.The modeled gravity was interpolated from observed gravity values.
 DF0413
 DF0413;                    North         East    Units  Estimated Accuracy
 DF0413;SPC GA E     -   412,570.      159,430.      MT  (+/- 180 meters Scaled)
 DF0413
 DF0413                          SUPERSEDED SURVEY CONTROL
 DF0413
 DF0413  NGVD 29 (??/??/92)  158.382  (m)          519.62   (f) ADJ UNCH    2 0
 DF0413
 DF0413.Superseded values are not recommended for survey control.
 DF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0413.See file dsdata.txt to determine how the superseded data were derived.
 DF0413
 DF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT513322(NAD 83)
 DF0413_MARKER: DB = BENCH MARK DISK
 DF0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0413_STAMPING: B 264 1960
 DF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0413+STABILITY: SURFACE MOTION
 DF0413
 DF0413  HISTORY     - Date     Condition        Report By
 DF0413  HISTORY     - 1960     MONUMENTED       CGS
 DF0413  HISTORY     - 1976     GOOD             NGS
 DF0413
 DF0413                          STATION DESCRIPTION
 DF0413
 DF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DF0413'8.4 MI E FROM WASHINGTON.
 DF0413'ABOUT 1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 78 FROM THE
 DF0413'COURTHOUSE AT WASHINGTON, THENCE ABOUT 6.8 MILES EAST ALONG U.S.
 DF0413'HIGHWAY 378, 0.7 MILE WEST OF THE JUNCTION OF A BLACK TOP ROAD
 DF0413'LEADING SOUTH, 0.9 MILE EAST OF A 90-FOOT BRIDGE OVER UPTON CREEK,
 DF0413'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 DF0413'NORTHEAST, AT THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST, 64
 DF0413'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 20 FEET SOUTHEAST OF THE
 DF0413'CENTER LINE OF DIM ROAD LEADING SOUTHWEST, 34 FEET
 DF0413'SOUTH-SOUTHWEST OF THE SOUTH END OF A 18-INCH PIPE CULVERT UNDER
 DF0413'THE HIGHWAY, 43 1/2 FEET EAST-SOUTHEAST OF AND ACROSS THE OLD ROAD
 DF0413'FROM THE FIRST POWER LINE POLE SOUTH OF THE HIGHWAY, 2 FEET WEST
 DF0413'OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DF0413'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DF0413
 DF0413                          STATION RECOVERY (1976)
 DF0413
 DF0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0802 ***********************************************************************
 DE0802  DESIGNATION -  B 266
 DE0802  PID         -  DE0802
 DE0802  STATE/COUNTY-  GA/RICHMOND
 DE0802  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0802
 DE0802                         *CURRENT SURVEY CONTROL
 DE0802  ___________________________________________________________________
 DE0802* NAD 83(1986)-  33 26 58.     (N)    081 56 12.     (W)     SCALED    
 DE0802* NAVD 88     -        38.589  (meters)     126.60   (feet)  ADJUSTED  
 DE0802  ___________________________________________________________________
 DE0802  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE0802  DYNAMIC HT  -          38.548 (meters)     126.47  (feet)  COMP
 DE0802  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 DE0802
 DE0802  VERT ORDER  -  FIRST     CLASS II
 DE0802
 DE0802.The horizontal coordinates were scaled from a topographic map and have
 DE0802.an estimated accuracy of +/- 6 seconds.
 DE0802
 DE0802.The orthometric height was determined by differential leveling
 DE0802.and adjusted by the National Geodetic Survey in June 1991..
 DE0802
 DE0802.The geoid height was determined by GEOID03.
 DE0802
 DE0802.The dynamic height is computed by dividing the NAVD 88
 DE0802.geopotential number by the normal gravity value computed on the
 DE0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0802.degrees latitude (g = 980.6199 gals.).
 DE0802
 DE0802.The modeled gravity was interpolated from observed gravity values.
 DE0802
 DE0802;                    North         East    Units  Estimated Accuracy
 DE0802;SPC GA E     -   382,470.      221,380.      MT  (+/- 180 meters Scaled)
 DE0802
 DE0802                          SUPERSEDED SURVEY CONTROL
 DE0802
 DE0802  NGVD 29 (??/??/92)   38.824  (m)          127.38   (f) ADJ UNCH    1 2
 DE0802
 DE0802.Superseded values are not recommended for survey control.
 DE0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0802.See file dsdata.txt to determine how the superseded data were derived.
 DE0802
 DE0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT129015(NAD 83)
 DE0802_MARKER: DB = BENCH MARK DISK
 DE0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0802_STAMPING: B 266 1961
 DE0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0802+STABILITY: SURFACE MOTION
 DE0802
 DE0802  HISTORY     - Date     Condition        Report By
 DE0802  HISTORY     - 1961     MONUMENTED       CGS
 DE0802
 DE0802                          STATION DESCRIPTION
 DE0802
 DE0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DE0802'1.8 MI SE FROM AUGUSTA.
 DE0802'ABOUT 1.85 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 DE0802'FROM THE OVERPASS OF U.S. HIGHWAYS 78 AND 25 OVER THE ATLANTIC
 DE0802'COAST LINE RAILROAD AND GWINNETT STREET IN AUGUSTA, IT IS 56 FEET
 DE0802'SOUTH AND ACROSS THE TRACKS FROM MILEPOST NO. 458(2), 383 FEET
 DE0802'SOUTHEAST OF ROAD CROSSING AT THE SOUTHEAST END OF THE RAILROAD
 DE0802'YARDS, 53.8 FEET WEST AND ACROSS THE TRACKS FROM A RAILROAD RAIL
 DE0802'IN THE GROUND WITH THE LETTER T ON IT, 28.2 FEET SOUTHWEST OF THE
 DE0802'SOUTHWEST RAIL OF THE MAIN TRACK, 13 FEET SOUTHWEST OF THE
 DE0802'SOUTHWEST RAIL OF A SIDE TRACK, 2.2 FEET SOUTHEAST OF A METAL
 DE0802'WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF THE TOP OF RAIL, AND
 DE0802'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 INCHES ABOVE
 DE0802'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0062 ***********************************************************************
 BS0062  DESIGNATION -  B 267
 BS0062  PID         -  BS0062
 BS0062  STATE/COUNTY-  GA/WARE
 BS0062  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0062
 BS0062                         *CURRENT SURVEY CONTROL
 BS0062  ___________________________________________________________________
 BS0062* NAD 83(1986)-  31 13 34.     (N)    082 20 15.     (W)     SCALED    
 BS0062* NAVD 88     -        31.116  (meters)     102.09   (feet)  ADJUSTED  
 BS0062  ___________________________________________________________________
 BS0062  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BS0062  DYNAMIC HT  -          31.078 (meters)     101.96  (feet)  COMP
 BS0062  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 BS0062
 BS0062  VERT ORDER  -  FIRST     CLASS I
 BS0062
 BS0062.The horizontal coordinates were scaled from a topographic map and have
 BS0062.an estimated accuracy of +/- 6 seconds.
 BS0062
 BS0062.The orthometric height was determined by differential leveling
 BS0062.and adjusted by the National Geodetic Survey in June 1991..
 BS0062.WARNING-Repeat measurements at this control monument indicate possible
 BS0062.vertical movement.
 BS0062
 BS0062.The geoid height was determined by GEOID03.
 BS0062
 BS0062.The dynamic height is computed by dividing the NAVD 88
 BS0062.geopotential number by the normal gravity value computed on the
 BS0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0062.degrees latitude (g = 980.6199 gals.).
 BS0062
 BS0062.The modeled gravity was interpolated from observed gravity values.
 BS0062
 BS0062;                    North         East    Units  Estimated Accuracy
 BS0062;SPC GA E     -   135,930.      183,730.      MT  (+/- 180 meters Scaled)
 BS0062
 BS0062                          SUPERSEDED SURVEY CONTROL
 BS0062
 BS0062  NGVD 29 (??/??/92)   31.410  (m)          103.05   (f) ADJ UNCH    1 1
 BS0062
 BS0062.Superseded values are not recommended for survey control.
 BS0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0062.See file dsdata.txt to determine how the superseded data were derived.
 BS0062
 BS0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ726554(NAD 83)
 BS0062_MARKER: DB = BENCH MARK DISK
 BS0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0062_SP_SET: CULVERT
 BS0062_STAMPING: B 267 1961
 BS0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0062
 BS0062  HISTORY     - Date     Condition        Report By
 BS0062  HISTORY     - 1961     MONUMENTED       CGS
 BS0062  HISTORY     - 1974     GOOD             NGS
 BS0062  HISTORY     - 1978     GOOD             NGS
 BS0062
 BS0062                          STATION DESCRIPTION
 BS0062
 BS0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0062'1.6 MI NE FROM WAYCROSS.
 BS0062'ABOUT 1.65 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE
 BS0062'RAILROAD AND U.S. HIGHWAY 82 FROM THE STATION AT WAYCROSS, 0.3
 BS0062'MILE NORTHEAST OF MILEPOST N 586, ABOUT 50 YARDS SOUTHEAST OF THE
 BS0062'CENTER LINE OF THE HIGHWAY, ON TOP OF THE NORTHEAST END OF THE
 BS0062'SOUTHEAST CONCRETE HEAD WALL OF A 20-FOOT ARCHED CULVERT UNDER
 BS0062'THE TRACK, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET
 BS0062'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 8 FEET BELOW
 BS0062'THE LEVEL OF THE TRACK.
 BS0062
 BS0062                          STATION RECOVERY (1974)
 BS0062
 BS0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0062'RECOVERED IN GOOD CONDITION.
 BS0062
 BS0062                          STATION RECOVERY (1978)
 BS0062
 BS0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BS0062'1.35 MILES NORTHEAST ALONG US HIGHWAY 82 FROM ITS JUNCTION WITH US
 BS0062'HIGHWAY 1 AND 23 IN DOWNTOWN WAYCROSS, 116.0 FEET SOUTHEAST OF CENTER
 BS0062'OF US HIGHWAY 82, 19.5 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, ON
 BS0062'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 20
 BS0062'FOOT ARCHED CULVERT UNDER THE RAILROAD TRACK, 2.0 FEET SOUTHWEST OF
 BS0062'THE NORTHEAST END OF THE HEADWALL AND 8.0 FEET BELOW THE LEVEL OF THE
 BS0062'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0245 ***********************************************************************
 BS0245  DESIGNATION -  B 268
 BS0245  PID         -  BS0245
 BS0245  STATE/COUNTY-  GA/PIERCE
 BS0245  USGS QUAD   -  SCREVEN (1988)
 BS0245
 BS0245                         *CURRENT SURVEY CONTROL
 BS0245  ___________________________________________________________________
 BS0245* NAD 83(1986)-  31 26 21.     (N)    082 04 47.     (W)     SCALED    
 BS0245* NAVD 88     -        22.875  (meters)      75.05   (feet)  ADJUSTED  
 BS0245  ___________________________________________________________________
 BS0245  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BS0245  DYNAMIC HT  -          22.847 (meters)      74.96  (feet)  COMP
 BS0245  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BS0245
 BS0245  VERT ORDER  -  FIRST     CLASS II
 BS0245
 BS0245.The horizontal coordinates were scaled from a topographic map and have
 BS0245.an estimated accuracy of +/- 6 seconds.
 BS0245
 BS0245.The orthometric height was determined by differential leveling
 BS0245.and adjusted by the National Geodetic Survey in June 1991..
 BS0245
 BS0245.The geoid height was determined by GEOID03.
 BS0245
 BS0245.The dynamic height is computed by dividing the NAVD 88
 BS0245.geopotential number by the normal gravity value computed on the
 BS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0245.degrees latitude (g = 980.6199 gals.).
 BS0245
 BS0245.The modeled gravity was interpolated from observed gravity values.
 BS0245
 BS0245;                    North         East    Units  Estimated Accuracy
 BS0245;SPC GA E     -   159,540.      208,260.      MT  (+/- 180 meters Scaled)
 BS0245
 BS0245                          SUPERSEDED SURVEY CONTROL
 BS0245
 BS0245  NGVD 29 (??/??/92)   23.144  (m)           75.93   (f) ADJ UNCH    1 2
 BS0245
 BS0245.Superseded values are not recommended for survey control.
 BS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0245.See file dsdata.txt to determine how the superseded data were derived.
 BS0245
 BS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ973787(NAD 83)
 BS0245_MARKER: DB = BENCH MARK DISK
 BS0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0245_SP_SET: CULVERT
 BS0245_STAMPING: B 268 1961
 BS0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0245
 BS0245  HISTORY     - Date     Condition        Report By
 BS0245  HISTORY     - 1961     MONUMENTED       CGS
 BS0245
 BS0245                          STATION DESCRIPTION
 BS0245
 BS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0245'5.2 MI NE FROM PATTERSON.
 BS0245'ABOUT 5.2 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 BS0245'OF STATE HIGHWAY 32 AT PATTERSON, SET ON THE TOP OF THE NORTHEAST
 BS0245'END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 24-FOOT BOX CULVERT
 BS0245'UNDER THE HIGHWAY, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BS0245'HIGHWAY, 2 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL
 BS0245'AND 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0294 ***********************************************************************
 BS0294  DESIGNATION -  B 269
 BS0294  PID         -  BS0294
 BS0294  STATE/COUNTY-  GA/APPLING
 BS0294  USGS QUAD   -  BAXLEY (1988)
 BS0294
 BS0294                         *CURRENT SURVEY CONTROL
 BS0294  ___________________________________________________________________
 BS0294* NAD 83(1986)-  31 46 00.     (N)    082 18 50.     (W)     SCALED    
 BS0294* NAVD 88     -        60.128  (meters)     197.27   (feet)  ADJUSTED  
 BS0294  ___________________________________________________________________
 BS0294  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BS0294  DYNAMIC HT  -          60.057 (meters)     197.04  (feet)  COMP
 BS0294  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 BS0294
 BS0294  VERT ORDER  -  FIRST     CLASS II
 BS0294
 BS0294.The horizontal coordinates were scaled from a topographic map and have
 BS0294.an estimated accuracy of +/- 6 seconds.
 BS0294
 BS0294.The orthometric height was determined by differential leveling
 BS0294.and adjusted by the National Geodetic Survey in June 1991..
 BS0294
 BS0294.The geoid height was determined by GEOID03.
 BS0294
 BS0294.The dynamic height is computed by dividing the NAVD 88
 BS0294.geopotential number by the normal gravity value computed on the
 BS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0294.degrees latitude (g = 980.6199 gals.).
 BS0294
 BS0294.The modeled gravity was interpolated from observed gravity values.
 BS0294
 BS0294;                    North         East    Units  Estimated Accuracy
 BS0294;SPC GA E     -   195,860.      186,060.      MT  (+/- 180 meters Scaled)
 BS0294
 BS0294                          SUPERSEDED SURVEY CONTROL
 BS0294
 BS0294  NGVD 29 (??/??/92)   60.381  (m)          198.10   (f) ADJ UNCH    1 2
 BS0294
 BS0294.Superseded values are not recommended for survey control.
 BS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0294.See file dsdata.txt to determine how the superseded data were derived.
 BS0294
 BS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR755153(NAD 83)
 BS0294_MARKER: DB = BENCH MARK DISK
 BS0294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0294_SP_SET: 32 FEET
 BS0294_STAMPING: B 269 1961
 BS0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0294
 BS0294  HISTORY     - Date     Condition        Report By
 BS0294  HISTORY     - 1961     MONUMENTED       CGS
 BS0294
 BS0294                          STATION DESCRIPTION
 BS0294
 BS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0294'2.2 MI E FROM BAXLEY.
 BS0294'ABOUT 2.25 MILES EAST ALONG U.S. HIGHWAY 341 FROM THE FIRST
 BS0294'BAPTIST CHURCH AT BAXLEY, 0.1 MILE WEST OF THE JUNCTION OF A
 BS0294'GRADED ROAD LEADING SOUTH, NEAR THE ENTRANCE DRIVE TO A LARGE
 BS0294'DRIVE-IN THEATER, 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BS0294'27 FEET EAST OF THE CENTER LINE OF THE EAST ONE OF TWO DRIVES TO
 BS0294'THE THEATRE, 13 1/2 FEET NORTHEAST OF THE EAST END OF AN
 BS0294'18-INCH PIPE CULVERT UNDER THE DRIVE, 3 1/2 FEET EAST OF A POWER
 BS0294'LINE POLE, IN LINE WITH A ROW OF POLES, 1.2 FEET WEST OF A STEEL
 BS0294'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON
 BS0294'THE TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 1 INCH ABOVE
 BS0294'THE LEVEL OF THE GROUND AND IS PROTECTED BY A 6 INCH TILE WHICH
 BS0294'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  ROD WAS
 BS0294'DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0084 ***********************************************************************
 DG0084  DESIGNATION -  B 27
 DG0084  PID         -  DG0084
 DG0084  STATE/COUNTY-  GA/DE KALB
 DG0084  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0084
 DG0084                         *CURRENT SURVEY CONTROL
 DG0084  ___________________________________________________________________
 DG0084* NAD 83(1994)-  33 48 55.85382(N)    084 17 10.77322(W)     ADJUSTED  
 DG0084* NAVD 88     -       283.698  (meters)     930.77   (feet)  ADJUSTED  
 DG0084  ___________________________________________________________________
 DG0084  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DG0084  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0084  DYNAMIC HT  -         283.384 (meters)     929.74  (feet)  COMP
 DG0084  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DG0084
 DG0084  HORZ ORDER  -  SECOND
 DG0084  VERT ORDER  -  FIRST     CLASS II
 DG0084
 DG0084.The horizontal coordinates were established by classical geodetic methods
 DG0084.and adjusted by the National Geodetic Survey in September 1997..
 DG0084
 DG0084.The orthometric height was determined by differential leveling
 DG0084.and adjusted by the National Geodetic Survey in June 1991..
 DG0084
 DG0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0084
 DG0084.The geoid height was determined by GEOID03.
 DG0084
 DG0084.The dynamic height is computed by dividing the NAVD 88
 DG0084.geopotential number by the normal gravity value computed on the
 DG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0084.degrees latitude (g = 980.6199 gals.).
 DG0084
 DG0084.The modeled gravity was interpolated from observed gravity values.
 DG0084
 DG0084;                    North         East     Units Scale Factor Converg.
 DG0084;SPC GA W     -   423,048.958   688,922.572   MT  0.99990151   -0 03 59.7
 DG0084;SPC GA W     - 1,387,953.12  2,260,240.14   sFT  0.99990151   -0 03 59.7
 DG0084;UTM  16      - 3,745,012.745   751,178.394   MT  1.00037784   +1 30 39.6
 DG0084
 DG0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0084!SPC GA W     -   0.99996010  x   0.99990151  =   0.99986161
 DG0084!UTM  16      -   0.99996010  x   1.00037784  =   1.00033792
 DG0084
 DG0084|---------------------------------------------------------------------|
 DG0084| PID    Reference Object                     Distance      Geod. Az  |
 DG0084|                                                           dddmmss.s |
 DG0084| DG2751 B 28 RM 2                           267.143 METERS 06007     |
 DG0084| DG0083 B 26                                428.184 METERS 2340943.1 |
 DG0084| CZ2759 B 27 RM 2                            56.149 METERS 23824     |
 DG0084| CZ2758 B 27 RM 1                            28.511 METERS 23824     |
 DG0084|---------------------------------------------------------------------|
 DG0084
 DG0084                          SUPERSEDED SURVEY CONTROL
 DG0084
 DG0084  NAD 83(1986)-  33 48 55.85608(N)    084 17 10.77159(W) AD(       ) 2
 DG0084  NAD 27      -  33 48 55.48337(N)    084 17 11.05196(W) AD(       ) 2
 DG0084  NGVD 29 (??/??/92)  283.617  (m)          930.50   (f) ADJ UNCH    1 2
 DG0084
 DG0084.Superseded values are not recommended for survey control.
 DG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0084.See file dsdata.txt to determine how the superseded data were derived.
 DG0084
 DG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5117845013(NAD 83)
 DG0084_MARKER: DD = SURVEY DISK
 DG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0084_STAMPING: B 27
 DG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0084+STABILITY: SURFACE MOTION
 DG0084
 DG0084  HISTORY     - Date     Condition        Report By
 DG0084  HISTORY     - 1973     MONUMENTED       MARTA
 DG0084  HISTORY     - 1973     GOOD             NGS
 DG0084
 DG0084                          STATION DESCRIPTION
 DG0084
 DG0084'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0084'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT 8.14 FT N. OF
 DG0084'THE N. RAIL OF THE S.C.L. R/R, 37.85 FT, S 50 DEG W. OF A 30 IN
 DG0084'CONCRETE BOX, 59.4 FT S 30 DEG W OF A TELEGRAPH POLE, DIRECTLY
 DG0084'BEHIND 2512 WILSON WOODS DRIVE.
 DG0084
 DG0084                          STATION RECOVERY (1973)
 DG0084
 DG0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0084'2.8 MI NNE FROM DECATUR.
 DG0084'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0084'SEABOARD COAST LINE RAILROAD APPROXIMATELY 4.1 MILES NORTHEAST OF
 DG0084'W. HOWARD AVE., MEASURED ALONG THE TRACKS, ABOUT 2550 FEET
 DG0084'NORTHEAST OF THE N. DRUID HILLS OVERPASS, DIRECTLY BEHIND 2512
 DG0084'WILSON WOODS DRIVE, 59.4 FEET S 30 DEG W OF A TELEPHONE POLE,
 DG0084'38 FEET S 50 DEG W OF A 30 INCH CONCRETE BOX, 8.1 FEET NORTHWEST OF
 DG0084'THE NORTHWEST RAIL.  THE DISK IS SET ATOP A POURED CONCRETE POST
 DG0084'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0288 ***********************************************************************
 BS0288  DESIGNATION -  B 270
 BS0288  PID         -  BS0288
 BS0288  STATE/COUNTY-  GA/APPLING
 BS0288  USGS QUAD   -  BAXLEY (1988)
 BS0288
 BS0288                         *CURRENT SURVEY CONTROL
 BS0288  ___________________________________________________________________
 BS0288* NAD 83(1986)-  31 45 04.     (N)    082 16 11.     (W)     SCALED    
 BS0288* NAVD 88     -        58.087  (meters)     190.57   (feet)  ADJUSTED  
 BS0288  ___________________________________________________________________
 BS0288  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BS0288  DYNAMIC HT  -          58.018 (meters)     190.35  (feet)  COMP
 BS0288  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 BS0288
 BS0288  VERT ORDER  -  FIRST     CLASS II
 BS0288
 BS0288.The horizontal coordinates were scaled from a topographic map and have
 BS0288.an estimated accuracy of +/- 6 seconds.
 BS0288
 BS0288.The orthometric height was determined by differential leveling
 BS0288.and adjusted by the National Geodetic Survey in June 1991..
 BS0288
 BS0288.The geoid height was determined by GEOID03.
 BS0288
 BS0288.The dynamic height is computed by dividing the NAVD 88
 BS0288.geopotential number by the normal gravity value computed on the
 BS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0288.degrees latitude (g = 980.6199 gals.).
 BS0288
 BS0288.The modeled gravity was interpolated from observed gravity values.
 BS0288
 BS0288;                    North         East    Units  Estimated Accuracy
 BS0288;SPC GA E     -   194,130.      190,240.      MT  (+/- 180 meters Scaled)
 BS0288
 BS0288                          SUPERSEDED SURVEY CONTROL
 BS0288
 BS0288  NGVD 29 (??/??/92)   58.342  (m)          191.41   (f) ADJ UNCH    1 2
 BS0288
 BS0288.Superseded values are not recommended for survey control.
 BS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0288.See file dsdata.txt to determine how the superseded data were derived.
 BS0288
 BS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR797135(NAD 83)
 BS0288_MARKER: DB = BENCH MARK DISK
 BS0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0288_SP_SET: CONCRETE CULVERT
 BS0288_STAMPING: B 270 1961
 BS0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0288
 BS0288  HISTORY     - Date     Condition        Report By
 BS0288  HISTORY     - 1961     MONUMENTED       CGS
 BS0288
 BS0288                          STATION DESCRIPTION
 BS0288
 BS0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0288'4.8 MI W FROM SURRENCY.
 BS0288'ABOUT 4.85 MILES WEST ALONG U.S. HIGHWAY 341 FROM THE INTERSECTION
 BS0288'OF STATE HIGHWAY 121 AT SURRENCY, 5.05 MILES EAST OF THE
 BS0288'FIRST BAPTIST CHURCH AT BAXLEY, 0.3 MILE WEST OF THE JUNCTION
 BS0288'OF A SAND ROAD LEADING NORTH, SET ON THE TOP OF THE WEST END
 BS0288'OF THE NORTH CONCRETE HEAD WALL OF A 4 FOOT BOX CULVERT UNDER
 BS0288'THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BS0288'1 FOOT EAST OF THE WEST END OF THE HEAD WALL AND ABOUT LEVEL
 BS0288'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0433 ***********************************************************************
 BS0433  DESIGNATION -  B 271
 BS0433  PID         -  BS0433
 BS0433  STATE/COUNTY-  GA/JEFF DAVIS
 BS0433  USGS QUAD   -  HAZLEHURST SOUTH (1971)
 BS0433
 BS0433                         *CURRENT SURVEY CONTROL
 BS0433  ___________________________________________________________________
 BS0433* NAD 83(1986)-  31 50 38.     (N)    082 31 58.     (W)     SCALED    
 BS0433* NAVD 88     -        74.966  (meters)     245.95   (feet)  ADJUSTED  
 BS0433  ___________________________________________________________________
 BS0433  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BS0433  DYNAMIC HT  -          74.878 (meters)     245.66  (feet)  COMP
 BS0433  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 BS0433
 BS0433  VERT ORDER  -  FIRST     CLASS II
 BS0433
 BS0433.The horizontal coordinates were scaled from a topographic map and have
 BS0433.an estimated accuracy of +/- 6 seconds.
 BS0433
 BS0433.The orthometric height was determined by differential leveling
 BS0433.and adjusted by the National Geodetic Survey in June 1991..
 BS0433
 BS0433.The geoid height was determined by GEOID03.
 BS0433
 BS0433.The dynamic height is computed by dividing the NAVD 88
 BS0433.geopotential number by the normal gravity value computed on the
 BS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0433.degrees latitude (g = 980.6199 gals.).
 BS0433
 BS0433.The modeled gravity was interpolated from observed gravity values.
 BS0433
 BS0433;                    North         East    Units  Estimated Accuracy
 BS0433;SPC GA E     -   204,470.      165,350.      MT  (+/- 180 meters Scaled)
 BS0433
 BS0433                          SUPERSEDED SURVEY CONTROL
 BS0433
 BS0433  NGVD 29 (??/??/92)   75.205  (m)          246.74   (f) ADJ UNCH    1 2
 BS0433
 BS0433.Superseded values are not recommended for survey control.
 BS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0433.See file dsdata.txt to determine how the superseded data were derived.
 BS0433
 BS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR549241(NAD 83)
 BS0433_MARKER: DB = BENCH MARK DISK
 BS0433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0433_SP_SET: 24 FEET
 BS0433_STAMPING: B 271 1962
 BS0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0433
 BS0433  HISTORY     - Date     Condition        Report By
 BS0433  HISTORY     - 1962     MONUMENTED       CGS
 BS0433
 BS0433                          STATION DESCRIPTION
 BS0433
 BS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0433'2 MI W FROM GRAHAM.
 BS0433'2.0 MILES WEST ALONG U.S. HIGHWAY 341 FROM THE JUNCTION OF STATE
 BS0433'HIGHWAY 289 AT GRAHAM, NEAR THE JUNCTION OF A GRADED ROAD
 BS0433'LEADING NORTH TO THE MT ZION BAPTIST CHURCH, 57 FEET NORTH OF THE
 BS0433'CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF
 BS0433'THE ROAD, 20 FEET NORTHWEST OF THE WEST END OF A 24-INCH PIPE
 BS0433'CULVERT UNDER THE ROAD, 3 FEET WEST OF A POWER LINE POLE, 1
 BS0433'FOOT EAST OF A STEEL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 BS0433'HIGHWAY, A DISK ON THE TOP OF A COPPER COATED STEEL ROD WHICH
 BS0433'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY
 BS0433'A 6 INCH TILE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE
 BS0433'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0785 ***********************************************************************
 CL0785  DESIGNATION -  B 272
 CL0785  PID         -  CL0785
 CL0785  STATE/COUNTY-  GA/DODGE
 CL0785  USGS QUAD   -  LAKE CYPRESS (1972)
 CL0785
 CL0785                         *CURRENT SURVEY CONTROL
 CL0785  ___________________________________________________________________
 CL0785* NAD 83(1986)-  32 06 07.     (N)    083 10 28.     (W)     SCALED    
 CL0785* NAVD 88     -       100.467  (meters)     329.62   (feet)  ADJUSTED  
 CL0785  ___________________________________________________________________
 CL0785  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CL0785  DYNAMIC HT  -         100.350 (meters)     329.23  (feet)  COMP
 CL0785  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 CL0785
 CL0785  VERT ORDER  -  FIRST     CLASS II
 CL0785
 CL0785.The horizontal coordinates were scaled from a topographic map and have
 CL0785.an estimated accuracy of +/- 6 seconds.
 CL0785
 CL0785.The orthometric height was determined by differential leveling
 CL0785.and adjusted by the National Geodetic Survey in June 1991..
 CL0785
 CL0785.The geoid height was determined by GEOID03.
 CL0785
 CL0785.The dynamic height is computed by dividing the NAVD 88
 CL0785.geopotential number by the normal gravity value computed on the
 CL0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0785.degrees latitude (g = 980.6199 gals.).
 CL0785
 CL0785.The modeled gravity was interpolated from observed gravity values.
 CL0785
 CL0785;                    North         East    Units  Estimated Accuracy
 CL0785;SPC GA E     -   233,470.      104,890.      MT  (+/- 180 meters Scaled)
 CL0785
 CL0785                          SUPERSEDED SURVEY CONTROL
 CL0785
 CL0785  NGVD 29 (??/??/92)  100.676  (m)          330.30   (f) ADJ UNCH    1 2
 CL0785
 CL0785.Superseded values are not recommended for survey control.
 CL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0785.See file dsdata.txt to determine how the superseded data were derived.
 CL0785
 CL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR948538(NAD 83)
 CL0785_MARKER: DB = BENCH MARK DISK
 CL0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0785_STAMPING: B 272 1961
 CL0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0785+STABILITY: SURFACE MOTION
 CL0785
 CL0785  HISTORY     - Date     Condition        Report By
 CL0785  HISTORY     - 1961     MONUMENTED       CGS
 CL0785  HISTORY     - 1979     GOOD             NGS
 CL0785
 CL0785                          STATION DESCRIPTION
 CL0785
 CL0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CL0785'6.6 MI S FROM EASTMAN.
 CL0785'ABOUT 6.6 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE JUNCTION
 CL0785'OF U.S. HIGHWAY 23 AT EASTMAN, ABOUT 0.75 MILE SOUTH ALONG A
 CL0785'GRADED SAND ROAD FROM BENCH MARK A 272 DESCRIBED, AT THE JUNCTION
 CL0785'OF A BLACK TOP ROAD LEADING SOUTHEAST TO MILAN, 50 FEET EAST OF THE
 CL0785'CENTER LINE OF STATE HIGHWAY 117, 236 FEET SOUTHEAST OF THE CENTER OF
 CL0785'THE JUNCTION OF THE HIGHWAY AND THE BLACK TOP ROAD, 121 FEET
 CL0785'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 CL0785'A GRADED ROAD LEADING NORTH, 98 FEET SOUTH OF A FENCE CORNER,
 CL0785'87.5 FEET SOUTH OF A POWER LINE POLE WITH 4 LINES OFF IT, 1 FOOT
 CL0785'WEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A STEEL
 CL0785'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 CL0785'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 CL0785'OF THE GROUND.
 CL0785
 CL0785                          STATION RECOVERY (1979)
 CL0785
 CL0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0945 ***********************************************************************
 BS0945  DESIGNATION -  B 273
 BS0945  PID         -  BS0945
 BS0945  STATE/COUNTY-  GA/WILCOX
 BS0945  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS0945
 BS0945                         *CURRENT SURVEY CONTROL
 BS0945  ___________________________________________________________________
 BS0945* NAD 83(1986)-  31 56 55.     (N)    083 16 44.     (W)     SCALED    
 BS0945* NAVD 88     -        59.325  (meters)     194.64   (feet)  ADJUSTED  
 BS0945  ___________________________________________________________________
 BS0945  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS0945  DYNAMIC HT  -          59.256 (meters)     194.41  (feet)  COMP
 BS0945  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 BS0945
 BS0945  VERT ORDER  -  FIRST     CLASS II
 BS0945
 BS0945.The horizontal coordinates were scaled from a topographic map and have
 BS0945.an estimated accuracy of +/- 6 seconds.
 BS0945
 BS0945.The orthometric height was determined by differential leveling
 BS0945.and adjusted by the National Geodetic Survey in June 1991..
 BS0945
 BS0945.The geoid height was determined by GEOID03.
 BS0945
 BS0945.The dynamic height is computed by dividing the NAVD 88
 BS0945.geopotential number by the normal gravity value computed on the
 BS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0945.degrees latitude (g = 980.6199 gals.).
 BS0945
 BS0945.The modeled gravity was interpolated from observed gravity values.
 BS0945
 BS0945;                    North         East    Units  Estimated Accuracy
 BS0945;SPC GA W     -   216,360.      783,930.      MT  (+/- 180 meters Scaled)
 BS0945
 BS0945                          SUPERSEDED SURVEY CONTROL
 BS0945
 BS0945  NGVD 29 (??/??/92)   59.541  (m)          195.34   (f) ADJ UNCH    1 2
 BS0945
 BS0945.Superseded values are not recommended for survey control.
 BS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0945.See file dsdata.txt to determine how the superseded data were derived.
 BS0945
 BS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR846370(NAD 83)
 BS0945_MARKER: DB = BENCH MARK DISK
 BS0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0945_SP_SET: CULVERT
 BS0945_STAMPING: B 273 1961
 BS0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0945
 BS0945  HISTORY     - Date     Condition        Report By
 BS0945  HISTORY     - 1961     MONUMENTED       CGS
 BS0945  HISTORY     - 1979     GOOD             NGS
 BS0945
 BS0945                          STATION DESCRIPTION
 BS0945
 BS0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0945'3.6 MI SE FROM ABBEVILLE.
 BS0945'ABOUT 3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 129 FROM THE
 BS0945'COURTHOUSE AT ABBEVILLE, 0.5 MILE SOUTHEAST OF THE JUNCTION OF A
 BS0945'GRADED ROAD LEADING SOUTHWEST, SET ON TOP OF THE SOUTHEAST END OF
 BS0945'THE SOUTHWEST CONCRETE HEADWALL OF A 5 FOOT BOX CULVERT UNDER THE
 BS0945'HIGHWAY, 21.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 BS0945'FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT
 BS0945'LEVEL WITH THE HIGHWAY.
 BS0945
 BS0945                          STATION RECOVERY (1979)
 BS0945
 BS0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0207 ***********************************************************************
 BS0207  DESIGNATION -  B 274
 BS0207  PID         -  BS0207
 BS0207  STATE/COUNTY-  GA/PIERCE
 BS0207  USGS QUAD   -  PATTERSON (1971)
 BS0207
 BS0207                         *CURRENT SURVEY CONTROL
 BS0207  ___________________________________________________________________
 BS0207* NAD 83(1986)-  31 24 21.     (N)    082 09 27.     (W)     SCALED    
 BS0207* NAVD 88     -        34.440  (meters)     112.99   (feet)  ADJUSTED  
 BS0207  ___________________________________________________________________
 BS0207  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BS0207  DYNAMIC HT  -          34.398 (meters)     112.85  (feet)  COMP
 BS0207  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 BS0207
 BS0207  VERT ORDER  -  SECOND    CLASS 0
 BS0207
 BS0207.The horizontal coordinates were scaled from a topographic map and have
 BS0207.an estimated accuracy of +/- 6 seconds.
 BS0207
 BS0207.The orthometric height was determined by differential leveling
 BS0207.and adjusted by the National Geodetic Survey in June 1991..
 BS0207
 BS0207.The geoid height was determined by GEOID03.
 BS0207
 BS0207.The dynamic height is computed by dividing the NAVD 88
 BS0207.geopotential number by the normal gravity value computed on the
 BS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0207.degrees latitude (g = 980.6199 gals.).
 BS0207
 BS0207.The modeled gravity was interpolated from observed gravity values.
 BS0207
 BS0207;                    North         East    Units  Estimated Accuracy
 BS0207;SPC GA E     -   155,840.      200,870.      MT  (+/- 180 meters Scaled)
 BS0207
 BS0207                          SUPERSEDED SURVEY CONTROL
 BS0207
 BS0207  NGVD 29 (??/??/92)   34.707  (m)          113.87   (f) ADJ UNCH    2 0
 BS0207
 BS0207.Superseded values are not recommended for survey control.
 BS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0207.See file dsdata.txt to determine how the superseded data were derived.
 BS0207
 BS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ899751(NAD 83)
 BS0207_MARKER: DB = BENCH MARK DISK
 BS0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0207_STAMPING: B 274 1961
 BS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0207+STABILITY: SURFACE MOTION
 BS0207
 BS0207  HISTORY     - Date     Condition        Report By
 BS0207  HISTORY     - 1961     MONUMENTED       CGS
 BS0207  HISTORY     - 1962     GOOD             NGS
 BS0207  HISTORY     - 1968     GOOD             NGS
 BS0207
 BS0207                          STATION DESCRIPTION
 BS0207
 BS0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0207'1.6 MI NW FROM PATTERSON.
 BS0207'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 BS0207'INTERSECTION OF U.S. HIGHWAY 82 AT PATTERSON, 0.65 MILE NORTHWEST
 BS0207'OF THE NORTHWEST END OF A 100 FOOT BRIDGE OVER A BRANCH, 48.5
 BS0207'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 78.5 FEET
 BS0207'SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL
 BS0207'OF A 3 FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 8 1/2 FEET
 BS0207'SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF A
 BS0207'RIGHT-OF-WAY FENCE LINE, 2 FEET NORTHWEST OF A METAL WITNESS
 BS0207'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BS0207'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BS0207
 BS0207                          STATION RECOVERY (1968)
 BS0207
 BS0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0893 ***********************************************************************
 BS0893  DESIGNATION -  B 275
 BS0893  PID         -  BS0893
 BS0893  STATE/COUNTY-  GA/IRWIN
 BS0893  USGS QUAD   -  FITZGERALD WEST (1987)
 BS0893
 BS0893                         *CURRENT SURVEY CONTROL
 BS0893  ___________________________________________________________________
 BS0893* NAD 83(1986)-  31 39 19.     (N)    083 19 44.     (W)     SCALED    
 BS0893* NAVD 88     -       114.638  (meters)     376.11   (feet)  ADJUSTED  
 BS0893  ___________________________________________________________________
 BS0893  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BS0893  DYNAMIC HT  -         114.500 (meters)     375.66  (feet)  COMP
 BS0893  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 BS0893
 BS0893  VERT ORDER  -  FIRST     CLASS II
 BS0893
 BS0893.The horizontal coordinates were scaled from a topographic map and have
 BS0893.an estimated accuracy of +/- 6 seconds.
 BS0893
 BS0893.The orthometric height was determined by differential leveling
 BS0893.and adjusted by the National Geodetic Survey in June 1991..
 BS0893
 BS0893.The geoid height was determined by GEOID03.
 BS0893
 BS0893.The dynamic height is computed by dividing the NAVD 88
 BS0893.geopotential number by the normal gravity value computed on the
 BS0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0893.degrees latitude (g = 980.6199 gals.).
 BS0893
 BS0893.The modeled gravity was interpolated from observed gravity values.
 BS0893
 BS0893;                    North         East    Units  Estimated Accuracy
 BS0893;SPC GA W     -   183,800.      779,450.      MT  (+/- 180 meters Scaled)
 BS0893
 BS0893                          SUPERSEDED SURVEY CONTROL
 BS0893
 BS0893  NGVD 29 (??/??/92)  114.830  (m)          376.74   (f) ADJ UNCH    1 2
 BS0893
 BS0893.Superseded values are not recommended for survey control.
 BS0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0893.See file dsdata.txt to determine how the superseded data were derived.
 BS0893
 BS0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR791045(NAD 83)
 BS0893_MARKER: DB = BENCH MARK DISK
 BS0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0893_STAMPING: B 275 1962
 BS0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0893+STABILITY: SURFACE MOTION
 BS0893
 BS0893  HISTORY     - Date     Condition        Report By
 BS0893  HISTORY     - 1962     MONUMENTED       CGS
 BS0893  HISTORY     - 1979     GOOD             NGS
 BS0893
 BS0893                          STATION DESCRIPTION
 BS0893
 BS0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0893'3.4 MI N FROM MYSTIC.
 BS0893'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE GRADE
 BS0893'SCHOOL AT MYSTIC, THENCE 1.25 MILES NORTHEAST ALONG A GRADED ROAD,
 BS0893'THENCE 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 107, ABOUT 7.05
 BS0893'MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM THE COURTHOUSE AT
 BS0893'FITZGERALD (BEN HILL COUNTY), 0.95 MILE SOUTHWEST OF THE JUNCTION
 BS0893'OF A GRADED ROAD LEADING EAST, NEAR THE JUNCTION OF A DIM WOODS
 BS0893'ROAD LEADING EAST, 57 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BS0893'HIGHWAY, 25 FEET NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD,
 BS0893'3 1/2 FEET SOUTHWEST OF A POWER LINE POLE AND IN LINE WITH ROW
 BS0893'OF POLES, 1.5 FEET SOUTHWEST OF A STEEL WITNESS POST, 2 FEET
 BS0893'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BS0893'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 BS0893
 BS0893                          STATION RECOVERY (1979)
 BS0893
 BS0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0525 ***********************************************************************
 CL0525  DESIGNATION -  B 276
 CL0525  PID         -  CL0525
 CL0525  STATE/COUNTY-  GA/TWIGGS
 CL0525  USGS QUAD   -  JEFFERSONVILLE (1985)
 CL0525
 CL0525                         *CURRENT SURVEY CONTROL
 CL0525  ___________________________________________________________________
 CL0525* NAD 83(1986)-  32 41 23.     (N)    083 21 12.     (W)     SCALED    
 CL0525* NAVD 88     -       160.926  (meters)     527.97   (feet)  ADJUSTED  
 CL0525  ___________________________________________________________________
 CL0525  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CL0525  DYNAMIC HT  -         160.745 (meters)     527.38  (feet)  COMP
 CL0525  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CL0525
 CL0525  VERT ORDER  -  FIRST     CLASS II
 CL0525
 CL0525.The horizontal coordinates were scaled from a topographic map and have
 CL0525.an estimated accuracy of +/- 6 seconds.
 CL0525
 CL0525.The orthometric height was determined by differential leveling
 CL0525.and adjusted by the National Geodetic Survey in June 1991..
 CL0525
 CL0525.The geoid height was determined by GEOID03.
 CL0525
 CL0525.The dynamic height is computed by dividing the NAVD 88
 CL0525.geopotential number by the normal gravity value computed on the
 CL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0525.degrees latitude (g = 980.6199 gals.).
 CL0525
 CL0525.The modeled gravity was interpolated from observed gravity values.
 CL0525
 CL0525;                    North         East    Units  Estimated Accuracy
 CL0525;SPC GA W     -   298,490.      776,270.      MT  (+/- 180 meters Scaled)
 CL0525
 CL0525                          SUPERSEDED SURVEY CONTROL
 CL0525
 CL0525  NGVD 29 (??/??/92)  161.059  (m)          528.41   (f) ADJ UNCH    1 2
 CL0525
 CL0525.Superseded values are not recommended for survey control.
 CL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0525.See file dsdata.txt to determine how the superseded data were derived.
 CL0525
 CL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS793193(NAD 83)
 CL0525_MARKER: DB = BENCH MARK DISK
 CL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0525_STAMPING: B 276 1962
 CL0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0525+STABILITY: SURFACE MOTION
 CL0525
 CL0525  HISTORY     - Date     Condition        Report By
 CL0525  HISTORY     - 1962     MONUMENTED       CGS
 CL0525  HISTORY     - 1977     GOOD             NGS
 CL0525
 CL0525                          STATION DESCRIPTION
 CL0525
 CL0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0525'0.6 MI NW FROM JEFFERSONVILLE.
 CL0525'ABOUT 0.6 MILE NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0525'FROM THE STATION AT JEFFERSONVILLE, 0.3 MILE SOUTHEAST OF MILEPOST
 CL0525'22, ALONG THE NORTHEAST FENCE LINE AROUND THE TWIGGS COUNTY
 CL0525'FORESTRY UNIT, 106 FEET SOUTHWEST OF AND ACROSS U.S. HIGHWAY
 CL0525'80 FROM THE SOUTHWEST RAIL, 106.0 FEET EAST OF THE EAST CORNER
 CL0525'OF THE CONCRETE BASE SUPPORTING THE SOUTHEAST STEEL LEG OF THE
 CL0525'LARGE FIRE TOWER, 26 FEET NORTHEAST OF THE EAST CORNER OF A
 CL0525'LARGE EQUIPMENT BUILDING, 23 FEET NORTH-NORTHWEST OF THE NORTH
 CL0525'CORNER OF THE ADMINISTRATION BUILDING, 5 1/2 FEET SOUTHWEST OF
 CL0525'A POWER LINE POLE, 1.3 FEET SOUTHWEST OF A FENCE LINE, 1.3 FEET
 CL0525'NORTHWEST OF A STEEL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 CL0525'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CL0525'INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0525
 CL0525                          STATION RECOVERY (1977)
 CL0525
 CL0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0342 ***********************************************************************
 BS0342  DESIGNATION -  B 277
 BS0342  PID         -  BS0342
 BS0342  STATE/COUNTY-  GA/COFFEE
 BS0342  USGS QUAD   -  SESSOMS (1988)
 BS0342
 BS0342                         *CURRENT SURVEY CONTROL
 BS0342  ___________________________________________________________________
 BS0342* NAD 83(1986)-  31 31 44.     (N)    082 36 22.     (W)     SCALED    
 BS0342* NAVD 88     -        54.393  (meters)     178.45   (feet)  ADJUSTED  
 BS0342  ___________________________________________________________________
 BS0342  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BS0342  DYNAMIC HT  -          54.328 (meters)     178.24  (feet)  COMP
 BS0342  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BS0342
 BS0342  VERT ORDER  -  SECOND    CLASS 0
 BS0342
 BS0342.The horizontal coordinates were scaled from a topographic map and have
 BS0342.an estimated accuracy of +/- 6 seconds.
 BS0342
 BS0342.The orthometric height was determined by differential leveling
 BS0342.and adjusted by the National Geodetic Survey in June 1991..
 BS0342
 BS0342.The geoid height was determined by GEOID03.
 BS0342
 BS0342.The dynamic height is computed by dividing the NAVD 88
 BS0342.geopotential number by the normal gravity value computed on the
 BS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0342.degrees latitude (g = 980.6199 gals.).
 BS0342
 BS0342.The modeled gravity was interpolated from observed gravity values.
 BS0342
 BS0342;                    North         East    Units  Estimated Accuracy
 BS0342;SPC GA E     -   169,570.      158,270.      MT  (+/- 180 meters Scaled)
 BS0342
 BS0342                          SUPERSEDED SURVEY CONTROL
 BS0342
 BS0342  NGVD 29 (??/??/92)   54.667  (m)          179.35   (f) ADJ UNCH    2 0
 BS0342
 BS0342.Superseded values are not recommended for survey control.
 BS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0342.See file dsdata.txt to determine how the superseded data were derived.
 BS0342
 BS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ475893(NAD 83)
 BS0342_MARKER: DB = BENCH MARK DISK
 BS0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0342_SP_SET: CULVERT
 BS0342_STAMPING: B 277 1962
 BS0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0342
 BS0342  HISTORY     - Date     Condition        Report By
 BS0342  HISTORY     - 1962     MONUMENTED       CGS
 BS0342
 BS0342                          STATION DESCRIPTION
 BS0342
 BS0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0342'1.8 MI E FROM NICHOLLS.
 BS0342'1.8 MILES EAST ALONG STATE HIGHWAY 32 FROM THE CHURCH OF GOD AT
 BS0342'NICHOLLS, 0.3 MILE WEST OF THE INTERSECTION OF A GRADED ROAD, SET
 BS0342'ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF AN
 BS0342'18 FOOT BOX CULVERT UNDER THE HIGHWAY, 22 FEET SOUTH OF THE CENTER
 BS0342'LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL
 BS0342'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0394 ***********************************************************************
 BS0394  DESIGNATION -  B 278
 BS0394  PID         -  BS0394
 BS0394  STATE/COUNTY-  GA/COFFEE
 BS0394  USGS QUAD   -  DOUGLAS NORTH (1988)
 BS0394
 BS0394                         *CURRENT SURVEY CONTROL
 BS0394  ___________________________________________________________________
 BS0394* NAD 83(1986)-  31 35 01.     (N)    082 45 33.     (W)     SCALED    
 BS0394* NAVD 88     -        76.491  (meters)     250.95   (feet)  ADJUSTED  
 BS0394  ___________________________________________________________________
 BS0394  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BS0394  DYNAMIC HT  -          76.401 (meters)     250.66  (feet)  COMP
 BS0394  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 BS0394
 BS0394  VERT ORDER  -  SECOND    CLASS 0
 BS0394
 BS0394.The horizontal coordinates were scaled from a topographic map and have
 BS0394.an estimated accuracy of +/- 6 seconds.
 BS0394
 BS0394.The orthometric height was determined by differential leveling
 BS0394.and adjusted by the National Geodetic Survey in June 1991..
 BS0394
 BS0394.The geoid height was determined by GEOID03.
 BS0394
 BS0394.The dynamic height is computed by dividing the NAVD 88
 BS0394.geopotential number by the normal gravity value computed on the
 BS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0394.degrees latitude (g = 980.6199 gals.).
 BS0394
 BS0394.The modeled gravity was interpolated from observed gravity values.
 BS0394
 BS0394;                    North         East    Units  Estimated Accuracy
 BS0394;SPC GA E     -   175,700.      143,770.      MT  (+/- 180 meters Scaled)
 BS0394
 BS0394                          SUPERSEDED SURVEY CONTROL
 BS0394
 BS0394  NGVD 29 (??/??/92)   76.735  (m)          251.75   (f) ADJ UNCH    2 0
 BS0394
 BS0394.Superseded values are not recommended for survey control.
 BS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0394.See file dsdata.txt to determine how the superseded data were derived.
 BS0394
 BS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ330956(NAD 83)
 BS0394_MARKER: DB = BENCH MARK DISK
 BS0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0394_SP_SET: 32 FEET
 BS0394_STAMPING: B 278 1962
 BS0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0394
 BS0394  HISTORY     - Date     Condition        Report By
 BS0394  HISTORY     - 1962     MONUMENTED       CGS
 BS0394
 BS0394                          STATION DESCRIPTION
 BS0394
 BS0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0394'2.7 MI SW FROM WEST GREEN.
 BS0394'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 221 FROM THE BAPTIST CHURCH
 BS0394'AT WEST GREEN, ABOUT 0.45 MILES SOUTHWEST OF A GRADED SAND ROAD
 BS0394'INTERSECTION, AT THE TOP OF A SHORT HILL, NEAR THE JUNCTION OF A
 BS0394'DRIVE LEADING TO A FIELD, 55 1/2 FEET NORTHWEST OF THE CENTER
 BS0394'LINE OF THE HIGHWAY, 13 FEET NORTHEAST OF THE CENTER OF A
 BS0394'STEEL GATE ACROSS THE DRIVE, 17 1/2 FEET WEST OF A POWER LINE
 BS0394'POLE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST
 BS0394'OF A STEEL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 BS0394'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 3
 BS0394'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 8-INCH
 BS0394'TILE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BS0394'THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0414 ***********************************************************************
 BS0414  DESIGNATION -  B 279
 BS0414  PID         -  BS0414
 BS0414  STATE/COUNTY-  GA/JEFF DAVIS
 BS0414  USGS QUAD   -  DENTON (1988)
 BS0414
 BS0414                         *CURRENT SURVEY CONTROL
 BS0414  ___________________________________________________________________
 BS0414* NAD 83(1986)-  31 44 03.     (N)    082 41 26.     (W)     SCALED    
 BS0414* NAVD 88     -        68.111  (meters)     223.46   (feet)  ADJUSTED  
 BS0414  ___________________________________________________________________
 BS0414  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BS0414  DYNAMIC HT  -          68.031 (meters)     223.20  (feet)  COMP
 BS0414  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BS0414
 BS0414  VERT ORDER  -  SECOND    CLASS 0
 BS0414
 BS0414.The horizontal coordinates were scaled from a topographic map and have
 BS0414.an estimated accuracy of +/- 6 seconds.
 BS0414
 BS0414.The orthometric height was determined by differential leveling
 BS0414.and adjusted by the National Geodetic Survey in June 1991..
 BS0414
 BS0414.The geoid height was determined by GEOID03.
 BS0414
 BS0414.The dynamic height is computed by dividing the NAVD 88
 BS0414.geopotential number by the normal gravity value computed on the
 BS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0414.degrees latitude (g = 980.6199 gals.).
 BS0414
 BS0414.The modeled gravity was interpolated from observed gravity values.
 BS0414
 BS0414;                    North         East    Units  Estimated Accuracy
 BS0414;SPC GA E     -   192,360.      150,360.      MT  (+/- 180 meters Scaled)
 BS0414
 BS0414                          SUPERSEDED SURVEY CONTROL
 BS0414
 BS0414  NGVD 29 (??/??/92)   68.367  (m)          224.30   (f) ADJ UNCH    2 0
 BS0414
 BS0414.Superseded values are not recommended for survey control.
 BS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0414.See file dsdata.txt to determine how the superseded data were derived.
 BS0414
 BS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR398122(NAD 83)
 BS0414_MARKER: DB = BENCH MARK DISK
 BS0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0414_SP_SET: ABUTMENT
 BS0414_STAMPING: B 279 1962
 BS0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0414
 BS0414  HISTORY     - Date     Condition        Report By
 BS0414  HISTORY     - 1962     MONUMENTED       CGS
 BS0414
 BS0414                          STATION DESCRIPTION
 BS0414
 BS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0414'1 MI NE FROM DENTON.
 BS0414'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 221 FROM THE POST OFFICE AND
 BS0414'A BLACK TOP ROAD JUNCTION AT DENTON, SET ON THE TOP OF THE SOUTH
 BS0414'ABUTMENT OF A 135 FOOT CONCRETE BRIDGE OVER WHITEHEAD CREEK, 16
 BS0414'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 BS0414'THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0085 ***********************************************************************
 DG0085  DESIGNATION -  B 28
 DG0085  PID         -  DG0085
 DG0085  STATE/COUNTY-  GA/DE KALB
 DG0085  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0085
 DG0085                         *CURRENT SURVEY CONTROL
 DG0085  ___________________________________________________________________
 DG0085* NAD 83(1994)-  33 49 01.13904(N)    084 16 59.77925(W)     ADJUSTED  
 DG0085* NAVD 88     -       285.170  (meters)     935.60   (feet)  ADJUSTED  
 DG0085  ___________________________________________________________________
 DG0085  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DG0085  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0085  DYNAMIC HT  -         284.854 (meters)     934.56  (feet)  COMP
 DG0085  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 DG0085
 DG0085  HORZ ORDER  -  SECOND
 DG0085  VERT ORDER  -  FIRST     CLASS II
 DG0085
 DG0085.The horizontal coordinates were established by classical geodetic methods
 DG0085.and adjusted by the National Geodetic Survey in September 1997..
 DG0085
 DG0085.The orthometric height was determined by differential leveling
 DG0085.and adjusted by the National Geodetic Survey in June 1991..
 DG0085
 DG0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0085
 DG0085.The geoid height was determined by GEOID03.
 DG0085
 DG0085.The dynamic height is computed by dividing the NAVD 88
 DG0085.geopotential number by the normal gravity value computed on the
 DG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0085.degrees latitude (g = 980.6199 gals.).
 DG0085
 DG0085.The modeled gravity was interpolated from observed gravity values.
 DG0085
 DG0085;                    North         East     Units Scale Factor Converg.
 DG0085;SPC GA W     -   423,211.460   689,205.469   MT  0.99990144   -0 03 53.6
 DG0085;SPC GA W     - 1,388,486.27  2,261,168.28   sFT  0.99990144   -0 03 53.6
 DG0085;UTM  16      - 3,745,183.055   751,456.843   MT  1.00037956   +1 30 46.0
 DG0085
 DG0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0085!SPC GA W     -   0.99995987  x   0.99990144  =   0.99986131
 DG0085!UTM  16      -   0.99995987  x   1.00037956  =   1.00033941
 DG0085
 DG0085                          SUPERSEDED SURVEY CONTROL
 DG0085
 DG0085  NAD 83(1986)-  33 49 01.14094(N)    084 16 59.77723(W) AD(       ) 2
 DG0085  NAD 27      -  33 49 00.76773(N)    084 17 00.05833(W) AD(       ) 2
 DG0085  NGVD 29 (??/??/92)  285.089  (m)          935.33   (f) ADJ UNCH    1 2
 DG0085
 DG0085.Superseded values are not recommended for survey control.
 DG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0085.See file dsdata.txt to determine how the superseded data were derived.
 DG0085
 DG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5145745183(NAD 83)
 DG0085_MARKER: DD = SURVEY DISK
 DG0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0085_STAMPING: B 28
 DG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0085+STABILITY: SURFACE MOTION
 DG0085
 DG0085  HISTORY     - Date     Condition        Report By
 DG0085  HISTORY     - UNK      MONUMENTED       MARTA
 DG0085  HISTORY     - 1973     GOOD             NGS
 DG0085
 DG0085                          STATION DESCRIPTION
 DG0085
 DG0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0085'3 MI NNE FROM DECATUR.
 DG0085'A STANDARD MARTA BRASS DISK SET ALONG THE EAST SIDE OF THE SEABOARD
 DG0085'COAST LINE RAILROAD ABOUT 4.3 MILES ALONG THE TRACKS FROM W. HOWARD
 DG0085'AVE., ABOUT 3600 FEET NORTHEAST OF THE NORTH DRUID HILLS OVERPASS,
 DG0085'116.5 FEET SOUTHWEST OF THE SOUTHERLY END OF A WOODEN RAILROAD
 DG0085'BRIDGE OVER BURNT FORK CREEK, IN LINE AND ACROSS THE TRACKS FROM
 DG0085'THE FENCE LINE BETWEEN TWO BRICK HOUSES EAST OF THE TRACKS
 DG0085'(2520 AND 2519 LAUREL RIDGE ROAD), 7.2 FEET NORTHWEST OF THE
 DG0085'NORTHWEST RAIL.  THE DISK SETS ATOP A POURED CONCRETE POST FLUSH
 DG0085'WITH THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2751 ***********************************************************************
 DG2751  DESIGNATION -  B 28 RM 2
 DG2751  PID         -  DG2751
 DG2751  STATE/COUNTY-  GA/DE KALB
 DG2751  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2751
 DG2751                         *CURRENT SURVEY CONTROL
 DG2751  ___________________________________________________________________
 DG2751* NAD 83(1994)-  33 49 00.17427(N)    084 17 01.76714(W)     ADJUSTED  
 DG2751* NAVD 88     -       285.2    (meters)     936.     (feet)  VERTCON   
 DG2751  ___________________________________________________________________
 DG2751  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DG2751  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG2751
 DG2751  HORZ ORDER  -  SECOND
 DG2751
 DG2751.The horizontal coordinates were established by classical geodetic methods
 DG2751.and adjusted by the National Geodetic Survey in September 1997..
 DG2751
 DG2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2751
 DG2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2751
 DG2751.The geoid height was determined by GEOID03.
 DG2751
 DG2751;                    North         East     Units Scale Factor Converg.
 DG2751;SPC GA W     -   423,181.796   689,154.317   MT  0.99990145   -0 03 54.7
 DG2751;SPC GA W     - 1,388,388.94  2,261,000.46   sFT  0.99990145   -0 03 54.7
 DG2751;UTM  16      - 3,745,151.979   751,406.503   MT  1.00037925   +1 30 44.8
 DG2751
 DG2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2751!SPC GA W     -   0.99995987  x   0.99990145  =   0.99986132
 DG2751!UTM  16      -   0.99995987  x   1.00037925  =   1.00033910
 DG2751
 DG2751|---------------------------------------------------------------------|
 DG2751| PID    Reference Object                     Distance      Geod. Az  |
 DG2751|                                                           dddmmss.s |
 DG2751| DG0085 B 28                                 59.137 METERS 05949     |
 DG2751| CZ2760 B 28 RM 1                            29.390 METERS 05949     |
 DG2751| DG0086 B 29                                APPROX. 0.5 KM 0604026.4 |
 DG2751| DG0084 B 27                                267.143 METERS 24007     |
 DG2751|---------------------------------------------------------------------|
 DG2751
 DG2751                          SUPERSEDED SURVEY CONTROL
 DG2751
 DG2751  NAD 83(1986)-  33 49 00.17624(N)    084 17 01.76517(W) AD(       ) 2
 DG2751  NAD 27      -  33 48 59.80306(N)    084 17 02.04626(W) AD(       ) 2
 DG2751  NGVD 29 (07/19/86)  285.1    (m)          935.     (f) VERT ANG       
 DG2751
 DG2751.Superseded values are not recommended for survey control.
 DG2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2751.See file dsdata.txt to determine how the superseded data were derived.
 DG2751
 DG2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5140745152(NAD 83)
 DG2751_MARKER: DR = REFERENCE MARK DISK
 DG2751_SETTING: 0 = UNSPECIFIED SETTING
 DG2751
 DG2751  HISTORY     - Date     Condition        Report By
 DG2751  HISTORY     - 1973     MONUMENTED       MARTA
 DG2751
 DG2751                          STATION DESCRIPTION
 DG2751
 DG2751'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2751'SET A STD. MARTA BRASS DISC REFERENCE MONUMENT IN CONCRETE,
 DG2751'6.82 FT N. OF THE N. RAIL OF THE S.C.L. R/R, 93 FT NE OF A
 DG2751'TELEGRAPH POLE (NO NUMBER), 313 FT W. OF BRIDGE OVER BURNT FORK
 DG2751'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0596 ***********************************************************************
 BS0596  DESIGNATION -  B 280
 BS0596  PID         -  BS0596
 BS0596  STATE/COUNTY-  GA/COFFEE
 BS0596  USGS QUAD   -  BROXTON SOUTH (1977)
 BS0596
 BS0596                         *CURRENT SURVEY CONTROL
 BS0596  ___________________________________________________________________
 BS0596* NAD 83(1986)-  31 32 23.     (N)    082 55 31.     (W)     SCALED    
 BS0596* NAVD 88     -        83.022  (meters)     272.38   (feet)  ADJUSTED  
 BS0596  ___________________________________________________________________
 BS0596  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BS0596  DYNAMIC HT  -          82.925 (meters)     272.06  (feet)  COMP
 BS0596  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 BS0596
 BS0596  VERT ORDER  -  SECOND    CLASS 0
 BS0596
 BS0596.The horizontal coordinates were scaled from a topographic map and have
 BS0596.an estimated accuracy of +/- 6 seconds.
 BS0596
 BS0596.The orthometric height was determined by differential leveling
 BS0596.and adjusted by the National Geodetic Survey in June 1991..
 BS0596
 BS0596.The geoid height was determined by GEOID03.
 BS0596
 BS0596.The dynamic height is computed by dividing the NAVD 88
 BS0596.geopotential number by the normal gravity value computed on the
 BS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0596.degrees latitude (g = 980.6199 gals.).
 BS0596
 BS0596.The modeled gravity was interpolated from observed gravity values.
 BS0596
 BS0596;                    North         East    Units  Estimated Accuracy
 BS0596;SPC GA E     -   170,940.      127,970.      MT  (+/- 180 meters Scaled)
 BS0596
 BS0596                          SUPERSEDED SURVEY CONTROL
 BS0596
 BS0596  NGVD 29 (??/??/92)   83.258  (m)          273.16   (f) ADJ UNCH    2 0
 BS0596
 BS0596.Superseded values are not recommended for survey control.
 BS0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0596.See file dsdata.txt to determine how the superseded data were derived.
 BS0596
 BS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ172910(NAD 83)
 BS0596_MARKER: DB = BENCH MARK DISK
 BS0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0596_SP_SET: CULVERT
 BS0596_STAMPING: B 280 1962
 BS0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BS0596+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 BS0596
 BS0596  HISTORY     - Date     Condition        Report By
 BS0596  HISTORY     - 1962     MONUMENTED       CGS
 BS0596  HISTORY     - 20030421 GOOD             GADT
 BS0596
 BS0596                          STATION DESCRIPTION
 BS0596
 BS0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0596'5 MI W FROM DOUGLAS.
 BS0596'5.05 MILES WEST ALONG STATE HIGHWAY 32 FROM THE COURTHOUSE AT
 BS0596'DOUGLAS, 0.25 MILE NORTHWEST OF THE UPTON SCHOOL, ABOUT 100
 BS0596'YARDS SOUTHEAST OF THE INTERSECTION OF A GRADED SAND ROAD, SET
 BS0596'ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 BS0596'WALL OF A 6 FOOT BOX CULVERT UNDER THE HIGHWAY, 20 FEET SOUTHWEST
 BS0596'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE
 BS0596'SOUTHEAST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BS0596
 BS0596                          STATION RECOVERY (2003)
 BS0596
 BS0596'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BS0596'THE BENCHMARK IS CURRENTLY IN GOOD CONDITION, HOWEVER AN ANTICIPATED
 BS0596'ROAD WIDENING PROJECT WILL MOST LIKELY DESTROY THIS MARKER IN THE
 BS0596'FUTURE.
 BS0596' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0862 ***********************************************************************
 BS0862  DESIGNATION -  B 281
 BS0862  PID         -  BS0862
 BS0862  STATE/COUNTY-  GA/BEN HILL
 BS0862  USGS QUAD   -  FITZGERALD EAST (1988)
 BS0862
 BS0862                         *CURRENT SURVEY CONTROL
 BS0862  ___________________________________________________________________
 BS0862* NAD 83(1986)-  31 42 51.     (N)    083 14 12.     (W)     SCALED    
 BS0862* NAVD 88     -        99.777  (meters)     327.35   (feet)  ADJUSTED  
 BS0862  ___________________________________________________________________
 BS0862  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BS0862  DYNAMIC HT  -          99.658 (meters)     326.96  (feet)  COMP
 BS0862  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BS0862
 BS0862  VERT ORDER  -  FIRST     CLASS II
 BS0862
 BS0862.The horizontal coordinates were scaled from a topographic map and have
 BS0862.an estimated accuracy of +/- 6 seconds.
 BS0862
 BS0862.The orthometric height was determined by differential leveling
 BS0862.and adjusted by the National Geodetic Survey in June 1991..
 BS0862
 BS0862.The geoid height was determined by GEOID03.
 BS0862
 BS0862.The dynamic height is computed by dividing the NAVD 88
 BS0862.geopotential number by the normal gravity value computed on the
 BS0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0862.degrees latitude (g = 980.6199 gals.).
 BS0862
 BS0862.The modeled gravity was interpolated from observed gravity values.
 BS0862
 BS0862;                    North         East    Units  Estimated Accuracy
 BS0862;SPC GA W     -   190,400.      788,140.      MT  (+/- 180 meters Scaled)
 BS0862
 BS0862                          SUPERSEDED SURVEY CONTROL
 BS0862
 BS0862  NGVD 29 (??/??/92)   99.977  (m)          328.01   (f) ADJ UNCH    1 2
 BS0862
 BS0862.Superseded values are not recommended for survey control.
 BS0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0862.See file dsdata.txt to determine how the superseded data were derived.
 BS0862
 BS0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR880109(NAD 83)
 BS0862_MARKER: DB = BENCH MARK DISK
 BS0862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0862_SP_SET: 32 FEET
 BS0862_STAMPING: B 281 1962
 BS0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0862
 BS0862  HISTORY     - Date     Condition        Report By
 BS0862  HISTORY     - 1962     MONUMENTED       CGS
 BS0862  HISTORY     - 1979     GOOD             NGS
 BS0862
 BS0862                          STATION DESCRIPTION
 BS0862
 BS0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0862'0.8 MI E FROM FITZGERALD.
 BS0862'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 319 FROM THE COURTHOUSE
 BS0862'AT FITZGERALD, NEAR THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 BS0862'110 YARDS EAST OF THE EAST END OF A LARGE BRIDGE OVER TURKEY
 BS0862'BRANCH, ABOUT 78 YARDS WEST OF THE JUNCTION OF THE HIGHWAY AND
 BS0862'THE BLACK TOP ROAD LEADING NORTH, NEAR THE SOUTHWEST CORNER
 BS0862'OF THE STORAGE LOT OF THE COWANS AUTO AND TRACTOR SERVICE, 71.5
 BS0862'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE
 BS0862'STEEL FENCE CORNER AROUND THE LOT, 1.5 FEET SOUTH OF THE EAST-WEST
 BS0862'FENCE AROUND THE LOT, 1.1/2 FEET WEST OF A CRESOTED WOODEN
 BS0862'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON
 BS0862'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 BS0862'THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH
 BS0862'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 BS0862'DRIVEN TO A DEPTH OF 32 FEET.
 BS0862
 BS0862                          STATION RECOVERY (1979)
 BS0862
 BS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0499 ***********************************************************************
 CL0499  DESIGNATION -  B 282
 CL0499  PID         -  CL0499
 CL0499  STATE/COUNTY-  GA/TWIGGS
 CL0499  USGS QUAD   -  DRY BRANCH (1985)
 CL0499
 CL0499                         *CURRENT SURVEY CONTROL
 CL0499  ___________________________________________________________________
 CL0499* NAD 83(1986)-  32 46 20.     (N)    083 28 43.     (W)     SCALED    
 CL0499* NAVD 88     -       144.516  (meters)     474.13   (feet)  ADJUSTED  
 CL0499  ___________________________________________________________________
 CL0499  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CL0499  DYNAMIC HT  -         144.355 (meters)     473.60  (feet)  COMP
 CL0499  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 CL0499
 CL0499  VERT ORDER  -  FIRST     CLASS II
 CL0499
 CL0499.The horizontal coordinates were scaled from a topographic map and have
 CL0499.an estimated accuracy of +/- 6 seconds.
 CL0499
 CL0499.The orthometric height was determined by differential leveling
 CL0499.and adjusted by the National Geodetic Survey in June 1991..
 CL0499
 CL0499.The geoid height was determined by GEOID03.
 CL0499
 CL0499.The dynamic height is computed by dividing the NAVD 88
 CL0499.geopotential number by the normal gravity value computed on the
 CL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0499.degrees latitude (g = 980.6199 gals.).
 CL0499
 CL0499.The modeled gravity was interpolated from observed gravity values.
 CL0499
 CL0499;                    North         East    Units  Estimated Accuracy
 CL0499;SPC GA W     -   307,550.      764,460.      MT  (+/- 180 meters Scaled)
 CL0499
 CL0499                          SUPERSEDED SURVEY CONTROL
 CL0499
 CL0499  NGVD 29 (??/??/92)  144.650  (m)          474.57   (f) ADJ UNCH    1 2
 CL0499
 CL0499.Superseded values are not recommended for survey control.
 CL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0499.See file dsdata.txt to determine how the superseded data were derived.
 CL0499
 CL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS678287(NAD 83)
 CL0499_MARKER: DB = BENCH MARK DISK
 CL0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CL0499_SP_SET: 56 FT
 CL0499_STAMPING: B 282 1962
 CL0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0499
 CL0499  HISTORY     - Date     Condition        Report By
 CL0499  HISTORY     - 1962     MONUMENTED       CGS
 CL0499  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0499
 CL0499                          STATION DESCRIPTION
 CL0499
 CL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0499'2.5 MI SE FROM DRY BRANCH.
 CL0499'ABOUT 2.5 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CL0499'THE STATION AT DRY BRANCH, 0.5 MILE NORTHWEST OF THE U.S. HIGHWAY
 CL0499'80 OVERPASS, 0.2 MILE NORTHWEST OF MILEPOST 12, ABOUT 6 RAILS SOUTH
 CL0499'OF THE JUNCTION OF A SPUR TRACK LEADING SOUTHWEST TO SOME LARGE
 CL0499'STRIP MINES, AT THE CROSSING OF A NARROW DIRT ROAD, 30 FEET EAST OF
 CL0499'THE EAST RAIL OF THE MAIN TRACK, 94 FEET NORTH-NORTHEAST OF THE
 CL0499'CENTER OF THE ROAD CROSSING THE TRACK, 25 FEET WEST OF THE CENTER
 CL0499'LINE OF THE DIM ROAD, 11 FEET SOUTH OF TELEGRAPH POLE 357, 1.5 FEET
 CL0499'NORTH OF A STEEL WITNESS POST, A DISK ON THE TOP OF A STEEL ROD
 CL0499'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A
 CL0499'5 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0499'THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET
 CL0499
 CL0499                          STATION RECOVERY (1977)
 CL0499
 CL0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0514 ***********************************************************************
 DF0514  DESIGNATION -  B 283
 DF0514  PID         -  DF0514
 DF0514  STATE/COUNTY-  GA/JONES
 DF0514  USGS QUAD   -  HADDOCK (1978)
 DF0514
 DF0514                         *CURRENT SURVEY CONTROL
 DF0514  ___________________________________________________________________
 DF0514* NAD 83(1986)-  33 02 08.     (N)    083 24 32.     (W)     SCALED    
 DF0514* NAVD 88     -       131.559  (meters)     431.62   (feet)  ADJUSTED  
 DF0514  ___________________________________________________________________
 DF0514  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF0514  DYNAMIC HT  -         131.416 (meters)     431.15  (feet)  COMP
 DF0514  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 DF0514
 DF0514  VERT ORDER  -  FIRST     CLASS II
 DF0514
 DF0514.The horizontal coordinates were scaled from a topographic map and have
 DF0514.an estimated accuracy of +/- 6 seconds.
 DF0514
 DF0514.The orthometric height was determined by differential leveling
 DF0514.and adjusted by the National Geodetic Survey in June 1991..
 DF0514
 DF0514.The geoid height was determined by GEOID03.
 DF0514
 DF0514.The dynamic height is computed by dividing the NAVD 88
 DF0514.geopotential number by the normal gravity value computed on the
 DF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0514.degrees latitude (g = 980.6199 gals.).
 DF0514
 DF0514.The modeled gravity was interpolated from observed gravity values.
 DF0514
 DF0514;                    North         East    Units  Estimated Accuracy
 DF0514;SPC GA W     -   336,800.      770,780.      MT  (+/- 180 meters Scaled)
 DF0514
 DF0514                          SUPERSEDED SURVEY CONTROL
 DF0514
 DF0514  NGVD 29 (??/??/92)  131.714  (m)          432.13   (f) ADJ UNCH    1 2
 DF0514
 DF0514.Superseded values are not recommended for survey control.
 DF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0514.See file dsdata.txt to determine how the superseded data were derived.
 DF0514
 DF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS750578(NAD 83)
 DF0514_MARKER: DB = BENCH MARK DISK
 DF0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0514_SP_SET: BRIDGE
 DF0514_STAMPING: B 283 1962
 DF0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0514
 DF0514  HISTORY     - Date     Condition        Report By
 DF0514  HISTORY     - 1962     MONUMENTED       CGS
 DF0514  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0514
 DF0514                          STATION DESCRIPTION
 DF0514
 DF0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0514'1.2 MI NE FROM HADDOCK.
 DF0514'1.15 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0514'STATION AT HADDOCK, NEAR MILEPOST M 57, SET ON THE TOP OF THE
 DF0514'WEST END OF THE NORTH BRICK HEAD WALL OF AN 18-FOOT LONG BRICK
 DF0514'BRIDGE OVER AN ABANDONED RAILROAD, 12 1/2 FEET NORTH OF THE NORTH
 DF0514'RAIL OF THE MAIN TRACK, 59 FEET NORTHWEST AND ACROSS THE TRACK
 DF0514'FROM THE MILEPOST, 1 FOOT EAST OF THE WEST END OF THE HEAD WALL
 DF0514'AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 DF0514
 DF0514                          STATION RECOVERY (1976)
 DF0514
 DF0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0313 ***********************************************************************
 DF0313  DESIGNATION -  B 284
 DF0313  PID         -  DF0313
 DF0313  STATE/COUNTY-  GA/WARREN
 DF0313  USGS QUAD   -  JEWELL (1987)
 DF0313
 DF0313                         *CURRENT SURVEY CONTROL
 DF0313  ___________________________________________________________________
 DF0313* NAD 83(1986)-  33 21 38.     (N)    082 45 57.     (W)     SCALED    
 DF0313* NAVD 88     -       141.738  (meters)     465.02   (feet)  ADJUSTED  
 DF0313  ___________________________________________________________________
 DF0313  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF0313  DYNAMIC HT  -         141.587 (meters)     464.52  (feet)  COMP
 DF0313  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DF0313
 DF0313  VERT ORDER  -  FIRST     CLASS II
 DF0313
 DF0313.The horizontal coordinates were scaled from a topographic map and have
 DF0313.an estimated accuracy of +/- 6 seconds.
 DF0313
 DF0313.The orthometric height was determined by differential leveling
 DF0313.and adjusted by the National Geodetic Survey in June 1991..
 DF0313
 DF0313.The geoid height was determined by GEOID03.
 DF0313
 DF0313.The dynamic height is computed by dividing the NAVD 88
 DF0313.geopotential number by the normal gravity value computed on the
 DF0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0313.degrees latitude (g = 980.6199 gals.).
 DF0313
 DF0313.The modeled gravity was interpolated from observed gravity values.
 DF0313
 DF0313;                    North         East    Units  Estimated Accuracy
 DF0313;SPC GA E     -   372,750.      144,240.      MT  (+/- 180 meters Scaled)
 DF0313
 DF0313                          SUPERSEDED SURVEY CONTROL
 DF0313
 DF0313  NGVD 29 (??/??/92)  141.924  (m)          465.63   (f) ADJ UNCH    1 2
 DF0313
 DF0313.Superseded values are not recommended for survey control.
 DF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0313.See file dsdata.txt to determine how the superseded data were derived.
 DF0313
 DF0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS357926(NAD 83)
 DF0313_MARKER: DB = BENCH MARK DISK
 DF0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0313_STAMPING: B 284 1962
 DF0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0313+STABILITY: SURFACE MOTION
 DF0313
 DF0313  HISTORY     - Date     Condition        Report By
 DF0313  HISTORY     - 1962     MONUMENTED       CGS
 DF0313
 DF0313                          STATION DESCRIPTION
 DF0313
 DF0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0313'1.9 MI NE FROM MAYFIELD.
 DF0313'ABOUT 1.9 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0313'NORTHEAST END OF THE BRIDGE OVER THE OGEECHEE RIVER AT MAYFIELD,
 DF0313'0.45 MILE NORTHEAST OF MILEPOST 11, 0.25 MILE NORTHEAST OF AN
 DF0313'OVERHEAD BRIDGE WHICH IS PRIVATE AND USED FOR A CATTLE CROSSING,
 DF0313'0.3 MILE SOUTHWEST OF A GRADED ROAD CROSSING, 92 YARDS NORTHEAST
 DF0313'OF A STONE CULVERT UNDER THE TRACK, 26 1/2 FEET SOUTHEAST OF THE
 DF0313'SOUTHEAST RAIL, 3 FEET NORTHEAST OF A TELEGRAPH POLE, 1 FOOT
 DF0313'SOUTHEAST OF A FENCE LINE, IN LINE WITH A ROW OF POLES, 1.6 FEET
 DF0313'SOUTHWEST OF A STEEL WITNESS POST, 4 1/2 FEET BELOW THE LEVEL OF
 DF0313'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DF0313'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0594 ***********************************************************************
 CL0594  DESIGNATION -  B 285
 CL0594  PID         -  CL0594
 CL0594  STATE/COUNTY-  GA/LAURENS
 CL0594  USGS QUAD   -  DUDLEY (1974)
 CL0594
 CL0594                         *CURRENT SURVEY CONTROL
 CL0594  ___________________________________________________________________
 CL0594* NAD 83(1986)-  32 31 18.     (N)    083 02 52.     (W)     SCALED    
 CL0594* NAVD 88     -        92.560  (meters)     303.67   (feet)  ADJUSTED  
 CL0594  ___________________________________________________________________
 CL0594  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CL0594  DYNAMIC HT  -          92.455 (meters)     303.33  (feet)  COMP
 CL0594  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CL0594
 CL0594  VERT ORDER  -  FIRST     CLASS II
 CL0594
 CL0594.The horizontal coordinates were scaled from a topographic map and have
 CL0594.an estimated accuracy of +/- 6 seconds.
 CL0594
 CL0594.The orthometric height was determined by differential leveling
 CL0594.and adjusted by the National Geodetic Survey in June 1991..
 CL0594
 CL0594.The geoid height was determined by GEOID03.
 CL0594
 CL0594.The dynamic height is computed by dividing the NAVD 88
 CL0594.geopotential number by the normal gravity value computed on the
 CL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0594.degrees latitude (g = 980.6199 gals.).
 CL0594
 CL0594.The modeled gravity was interpolated from observed gravity values.
 CL0594
 CL0594;                    North         East    Units  Estimated Accuracy
 CL0594;SPC GA E     -   279,900.      117,220.      MT  (+/- 180 meters Scaled)
 CL0594
 CL0594                          SUPERSEDED SURVEY CONTROL
 CL0594
 CL0594  NGVD 29 (??/??/92)   92.719  (m)          304.20   (f) ADJ UNCH    1 2
 CL0594
 CL0594.Superseded values are not recommended for survey control.
 CL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0594.See file dsdata.txt to determine how the superseded data were derived.
 CL0594
 CL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS076001(NAD 83)
 CL0594_MARKER: DB = BENCH MARK DISK
 CL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0594_STAMPING: B 285 1962
 CL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0594+STABILITY: SURFACE MOTION
 CL0594
 CL0594  HISTORY     - Date     Condition        Report By
 CL0594  HISTORY     - 1962     MONUMENTED       CGS
 CL0594
 CL0594                          STATION DESCRIPTION
 CL0594
 CL0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0594'1.9 MI SE FROM DUDLEY.
 CL0594'ABOUT 1.9 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0594'FROM THE STATION AT DUDLEY, 0.35 MILE SOUTHEAST OF MILEPOST 44,
 CL0594'NEAR A VERY DIM ROAD CROSSING, 57 FEET EAST OF THE CENTER LINE
 CL0594'OF THE DIM ROAD CROSSING THE TRACK, 27.3 FEET NORTHEAST OF THE
 CL0594'NORTHEAST RAIL, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CL0594'2 FEET NORTHWEST OF TELEGRAPH POLE 1426, IN LINE WITH A ROW OF
 CL0594'POLES, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST, 3 FEET BELOW THE
 CL0594'LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0594'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0085 ***********************************************************************
 BR0085  DESIGNATION -  B 286
 BR0085  PID         -  BR0085
 BR0085  STATE/COUNTY-  GA/GLYNN
 BR0085  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0085
 BR0085                         *CURRENT SURVEY CONTROL
 BR0085  ___________________________________________________________________
 BR0085* NAD 83(1986)-  31 10 57.     (N)    081 22 36.     (W)     SCALED    
 BR0085* NAVD 88     -         4.394  (meters)      14.42   (feet)  ADJUSTED  
 BR0085  ___________________________________________________________________
 BR0085  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 BR0085  DYNAMIC HT  -           4.388 (meters)      14.40  (feet)  COMP
 BR0085  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 BR0085
 BR0085  VERT ORDER  -  SECOND    CLASS 0
 BR0085
 BR0085.The horizontal coordinates were scaled from a topographic map and have
 BR0085.an estimated accuracy of +/- 6 seconds.
 BR0085
 BR0085.The orthometric height was determined by differential leveling
 BR0085.and adjusted by the National Geodetic Survey in June 1991..
 BR0085
 BR0085.The geoid height was determined by GEOID03.
 BR0085
 BR0085.The dynamic height is computed by dividing the NAVD 88
 BR0085.geopotential number by the normal gravity value computed on the
 BR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0085.degrees latitude (g = 980.6199 gals.).
 BR0085
 BR0085.The modeled gravity was interpolated from observed gravity values.
 BR0085
 BR0085;                    North         East    Units  Estimated Accuracy
 BR0085;SPC GA E     -   131,350.      275,300.      MT  (+/- 180 meters Scaled)
 BR0085
 BR0085                          SUPERSEDED SURVEY CONTROL
 BR0085
 BR0085  NGVD 29 (??/??/92)    4.688  (m)           15.38   (f) ADJ UNCH    2 0
 BR0085
 BR0085.Superseded values are not recommended for survey control.
 BR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0085.See file dsdata.txt to determine how the superseded data were derived.
 BR0085
 BR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ641498(NAD 83)
 BR0085_MARKER: DB = BENCH MARK DISK
 BR0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0085_STAMPING: B 286 1961
 BR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0085+STABILITY: SURFACE MOTION
 BR0085
 BR0085  HISTORY     - Date     Condition        Report By
 BR0085  HISTORY     - 1961     MONUMENTED       CGS
 BR0085
 BR0085                          STATION DESCRIPTION
 BR0085
 BR0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0085'3.1 MI SE FROM FORT FREDERICA.
 BR0085'3.1 MILES SOUTH-SOUTHEAST ON FREDERICA ROAD FROM THE ENTRANCE TO
 BR0085'FORT FREDERICA NATIONAL MONUMENT ON ST. SIMONS ISLAND, AT THE
 BR0085'JUNCTION OF SEA ISLAND DRIVE AND FREDERICA ROAD.  62.5 FEET
 BR0085'SOUTH OF THE CENTER LINE OF THE ROAD LEADING TO SEA ISLAND, 38.8
 BR0085'FEET EAST OF THE CENTER LINE OF A SEA ISLAND DRIVE RUNNING NORTH
 BR0085'AND SOUTH, (SEA ISLAND DRIVE TURNS HERE FROM NORTH AND SOUTH TO
 BR0085'EAST AND WEST), 5.8 FEET NORTHEAST OF A CABLE LINE POLE AT THE
 BR0085'NORTHWEST CORNER OF A ROADSIDE PARK AND 5 FEET SOUTHWEST OF THE POWER
 BR0085'LINE POLE FOR A BLINKER LIGHT.  SET IN THE TOP OF A CONCRETE POST
 BR0085'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0129 ***********************************************************************
 BR0129  DESIGNATION -  B 288
 BR0129  PID         -  BR0129
 BR0129  STATE/COUNTY-  GA/GLYNN
 BR0129  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR0129
 BR0129                         *CURRENT SURVEY CONTROL
 BR0129  ___________________________________________________________________
 BR0129* NAD 83(1986)-  31 06 22.     (N)    081 29 28.     (W)     SCALED    
 BR0129* NAVD 88     -         3.687  (meters)      12.10   (feet)  ADJUSTED  
 BR0129  ___________________________________________________________________
 BR0129  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 BR0129  DYNAMIC HT  -           3.683 (meters)      12.08  (feet)  COMP
 BR0129  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 BR0129
 BR0129  VERT ORDER  -  FIRST     CLASS I
 BR0129
 BR0129.The horizontal coordinates were scaled from a topographic map and have
 BR0129.an estimated accuracy of +/- 6 seconds.
 BR0129
 BR0129.The orthometric height was determined by differential leveling
 BR0129.and adjusted by the National Geodetic Survey in May 1994..
 BR0129.WARNING-Repeat measurements at this control monument indicate possible
 BR0129.vertical movement.
 BR0129
 BR0129.The geoid height was determined by GEOID03.
 BR0129
 BR0129.The dynamic height is computed by dividing the NAVD 88
 BR0129.geopotential number by the normal gravity value computed on the
 BR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0129.degrees latitude (g = 980.6199 gals.).
 BR0129
 BR0129.The modeled gravity was interpolated from observed gravity values.
 BR0129
 BR0129;                    North         East    Units  Estimated Accuracy
 BR0129;SPC GA E     -   122,810.      264,440.      MT  (+/- 180 meters Scaled)
 BR0129
 BR0129                          SUPERSEDED SURVEY CONTROL
 BR0129
 BR0129  NAVD 88 (06/15/91)    3.703  (m)           12.15   (f) UNKNOWN     1 1
 BR0129  NGVD 29 (09/01/92)    4.003  (m)           13.13   (f) ADJUSTED    1 1
 BR0129
 BR0129.Superseded values are not recommended for survey control.
 BR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0129.See file dsdata.txt to determine how the superseded data were derived.
 BR0129
 BR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ531414(NAD 83)
 BR0129_MARKER: DB = BENCH MARK DISK
 BR0129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BR0129_SP_SET: CONCRETE ISLAND
 BR0129_STAMPING: B 288 1961
 BR0129_MARK LOGO: CGS   
 BR0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0129+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1996
 BR0129
 BR0129  HISTORY     - Date     Condition        Report By
 BR0129  HISTORY     - 1961     MONUMENTED       CGS
 BR0129  HISTORY     - 1975     GOOD             NGS
 BR0129  HISTORY     - 1975     GOOD             NGS
 BR0129  HISTORY     - 19910328 GOOD             NGS
 BR0129  HISTORY     - 19960625 GOOD             NGS
 BR0129
 BR0129                          STATION DESCRIPTION
 BR0129
 BR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0129'3.2 MI SE FROM BRUNSWICK.
 BR0129'0.9 MILE EAST ON GLOUCHESTER STREET FROM THE POST OFFICE IN
 BR0129'BRUNSWICK TO ITS JUNCTION WITH U.S. HIGHWAY 17, THENCE 3.8
 BR0129'MILES SOUTH ON HIGHWAY 17.  21 FEET SOUTH OF THE CENTER LINE OF
 BR0129'THE NORTH BOUND LANE OF HIGHWAY 17, 17 FEET NORTH OF THE CENTER
 BR0129'LINE STATE HIGHWAY 50 LEADING TO JEKYLL ISLAND AND AT ITS SOUTH
 BR0129'JUNCTION WITH HIGHWAY 17.  SET IN A DRILL HOLE IN A PEAR SHAPED
 BR0129'CONCRETE ISLAND AT THE JUNCTION OF STATE HIGHWAY 50 AND U.S.
 BR0129'HIGHWAY 17, ABOUT LEVEL WITH THE ROAD.
 BR0129
 BR0129                          STATION RECOVERY (1975)
 BR0129
 BR0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0129'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF STATE
 BR0129'HIGHWAY 25 AT BRUNSWICK, IN THE TOP OF A PEAR SHAPED CONCRETE ISLAND
 BR0129'AT THE JUNCTION OF STATE HIGHWAY 50 AND U.S. HIGHWAY 17, 21 FEET SOUTH
 BR0129'OF CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 17, 17 FEET
 BR0129'NORTH OF CENTER LINE OF NORTH BOUND EXIT ON TO STATE HIGHWAY 50 AND
 BR0129'ABOUT LEVEL WITH THE HIGHWAY.
 BR0129
 BR0129                          STATION RECOVERY (1975)
 BR0129
 BR0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0129'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF STATE
 BR0129'HIGHWAY 25 AT BRUNSWICK, IN THE TOP OF A PEAR SHAPED CONCRETE ISLAND
 BR0129'AT THE JUNCTION OF STATE HIGHWAY 50 AND U.S. HIGHWAY 17, 21 FEET SOUTH
 BR0129'OF CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 17, 17 FEET
 BR0129'NORTH OF CENTER LINE OF NORTH BOUND EXIT ON TO STATE HIGHWAY 50 AND
 BR0129'ABOUT LEVEL WITH THE HIGHWAY.
 BR0129
 BR0129                          STATION RECOVERY (1991)
 BR0129
 BR0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0129'3.8 KM (2.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR0129'INTERSECTION OF U.S. HIGHWAY 341 IN BRUNSWICK, NEAR THE EAST END OF
 BR0129'A TRIANGULAR SHAPED CONCRETE ROAD DECK, 6.4 M (21.0 FT) SOUTH OF AND
 BR0129'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES THE HIGHWAY, AND
 BR0129'5.4 M (17.7 FT) NORTH OF THE CENTER OF THE EASTBOUND LANE OF STATE
 BR0129'HIGHWAY 520.
 BR0129
 BR0129                          STATION RECOVERY (1996)
 BR0129
 BR0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BR0129'RECOVERED AS DESCRIBED IN 1991.  MARK MAY NEED TO BE RELOCATED TO
 BR0129'ACCOMMODATE REVISED HIGHWAY ALIGNMENT FOR APPROACH TO NEW BRIDGE BEING
 BR0129'BUILT OVER BRUNSWICK RIVER TO REPLACE SIDNEY LANIER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0830 ***********************************************************************
 BC0830  DESIGNATION -  B 289
 BC0830  PID         -  BC0830
 BC0830  STATE/COUNTY-  GA/CAMDEN
 BC0830  USGS QUAD   -  WOODBINE (1993)
 BC0830
 BC0830                         *CURRENT SURVEY CONTROL
 BC0830  ___________________________________________________________________
 BC0830* NAD 83(1986)-  30 53 26.     (N)    081 38 04.     (W)     SCALED    
 BC0830* NAVD 88     -         5.444  (meters)      17.86   (feet)  ADJUSTED  
 BC0830  ___________________________________________________________________
 BC0830  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0830  DYNAMIC HT  -           5.437 (meters)      17.84  (feet)  COMP
 BC0830  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 BC0830
 BC0830  VERT ORDER  -  SECOND    CLASS 0
 BC0830
 BC0830.The horizontal coordinates were scaled from a topographic map and have
 BC0830.an estimated accuracy of +/- 6 seconds.
 BC0830
 BC0830.The orthometric height was determined by differential leveling
 BC0830.and adjusted by the National Geodetic Survey in June 1991..
 BC0830
 BC0830.The geoid height was determined by GEOID03.
 BC0830
 BC0830.The dynamic height is computed by dividing the NAVD 88
 BC0830.geopotential number by the normal gravity value computed on the
 BC0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0830.degrees latitude (g = 980.6199 gals.).
 BC0830
 BC0830.The modeled gravity was interpolated from observed gravity values.
 BC0830
 BC0830;                    North         East    Units  Estimated Accuracy
 BC0830;SPC GA E     -    98,840.      250,880.      MT  (+/- 180 meters Scaled)
 BC0830
 BC0830                          SUPERSEDED SURVEY CONTROL
 BC0830
 BC0830  NGVD 29 (??/??/92)    5.796  (m)           19.02   (f) ADJ UNCH    2 0
 BC0830
 BC0830.Superseded values are not recommended for survey control.
 BC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0830.See file dsdata.txt to determine how the superseded data were derived.
 BC0830
 BC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ393176(NAD 83)
 BC0830_MARKER: DB = BENCH MARK DISK
 BC0830_SETTING: 0 = UNSPECIFIED SETTING
 BC0830_STAMPING: B 289 1962
 BC0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0830
 BC0830  HISTORY     - Date     Condition        Report By
 BC0830  HISTORY     - 1962     MONUMENTED       CGS
 BC0830
 BC0830                          STATION DESCRIPTION
 BC0830
 BC0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BC0830'4.2 MI NW FROM HARRIETTS BLUFF.
 BC0830'0.15 MILES NORTHWEST ALONG A GRADED ROAD FROM THE WEST BANK OF
 BC0830'CROOKED RIVER AT HARRIETTS BLUFF, THENCE 2.1 MILES WEST ALONG A
 BC0830'BLACK TOP ROAD, THENCE 0.3 MILES WEST ALONG A DIRT TRAIL TO A
 BC0830'LOCKED GATE NORTH OF THE ROAD, THENCE 1.65 MILES NORTHERLY
 BC0830'ALONG A PRIVATE ROAD, 21 FEET EAST OF THE CENTER LINE OF A SAND
 BC0830'ROAD RUNNING NORTH AND SOUTH, 45 FEET NORTH OF THE CENTER LINE
 BC0830'OF ROAD RUNNING EAST AND WEST AND 3 FEET EAST OF A WHITE WOODEN
 BC0830'WITNESS POST.  THIS DISK IS LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0351 ***********************************************************************
 CL0351  DESIGNATION -  B 29
 CL0351  PID         -  CL0351
 CL0351  STATE/COUNTY-  GA/LAURENS
 CL0351  USGS QUAD   -  EAST DUBLIN (1985)
 CL0351
 CL0351                         *CURRENT SURVEY CONTROL
 CL0351  ___________________________________________________________________
 CL0351* NAD 83(1986)-  32 35 37.     (N)    082 47 56.     (W)     SCALED    
 CL0351* NAVD 88     -        75.284  (meters)     246.99   (feet)  ADJUSTED  
 CL0351  ___________________________________________________________________
 CL0351  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CL0351  DYNAMIC HT  -          75.199 (meters)     246.72  (feet)  COMP
 CL0351  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CL0351
 CL0351  VERT ORDER  -  FIRST     CLASS II
 CL0351
 CL0351.The horizontal coordinates were scaled from a topographic map and have
 CL0351.an estimated accuracy of +/- 6 seconds.
 CL0351
 CL0351.The orthometric height was determined by differential leveling
 CL0351.and adjusted by the National Geodetic Survey in June 1991..
 CL0351.WARNING-Repeat measurements at this control monument indicate possible
 CL0351.vertical movement.
 CL0351
 CL0351.The geoid height was determined by GEOID03.
 CL0351
 CL0351.The dynamic height is computed by dividing the NAVD 88
 CL0351.geopotential number by the normal gravity value computed on the
 CL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0351.degrees latitude (g = 980.6199 gals.).
 CL0351
 CL0351.The modeled gravity was interpolated from observed gravity values.
 CL0351
 CL0351;                    North         East    Units  Estimated Accuracy
 CL0351;SPC GA E     -   287,710.      140,650.      MT  (+/- 180 meters Scaled)
 CL0351
 CL0351                          SUPERSEDED SURVEY CONTROL
 CL0351
 CL0351  NGVD 29 (??/??/92)   75.470  (m)          247.60   (f) ADJ UNCH    1 2
 CL0351
 CL0351.Superseded values are not recommended for survey control.
 CL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0351.See file dsdata.txt to determine how the superseded data were derived.
 CL0351
 CL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS311076(NAD 83)
 CL0351_MARKER: DB = BENCH MARK DISK
 CL0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0351_SP_SET: BUILDING
 CL0351_STAMPING: 247.483 B 29 1918 ELEV FEET
 CL0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0351
 CL0351  HISTORY     - Date     Condition        Report By
 CL0351  HISTORY     - 1918     MONUMENTED       CGS
 CL0351  HISTORY     - 1962     GOOD             NGS
 CL0351  HISTORY     - 1977     GOOD             NGS
 CL0351
 CL0351                          STATION DESCRIPTION
 CL0351
 CL0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0351'AT BREWTON.
 CL0351'AT BREWTON, 0.35 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 CL0351'NORTH CORNER OF A SMALL CEMETERY, SET VERTICALLY IN THE NORTHWEST
 CL0351'BRICK FACE OF THE ABANDONED BANK BUILDING (THE SOUTHWEST ONE OF
 CL0351'TWO BRICK BUILDING IN THE VILLAGE), 1.0 FOOT NORTHEAST OF THE WEST
 CL0351'CORNER OF THE BUILDING AND 1.5 FEET ABOVE THE LEVEL OF THE PORCH.
 CL0351
 CL0351                          STATION RECOVERY (1977)
 CL0351
 CL0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0086 ***********************************************************************
 DG0086  DESIGNATION -  B 29
 DG0086  PID         -  DG0086
 DG0086  STATE/COUNTY-  GA/DE KALB
 DG0086  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0086
 DG0086                         *CURRENT SURVEY CONTROL
 DG0086  ___________________________________________________________________
 DG0086* NAD 83(1994)-  33 49 08.25225(N)    084 16 44.53856(W)     ADJUSTED  
 DG0086* NAVD 88     -       289.932  (meters)     951.22   (feet)  ADJUSTED  
 DG0086  ___________________________________________________________________
 DG0086  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DG0086  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0086  DYNAMIC HT  -         289.611 (meters)     950.17  (feet)  COMP
 DG0086  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DG0086
 DG0086  HORZ ORDER  -  SECOND
 DG0086  VERT ORDER  -  FIRST     CLASS II
 DG0086
 DG0086.The horizontal coordinates were established by classical geodetic methods
 DG0086.and adjusted by the National Geodetic Survey in September 1997..
 DG0086
 DG0086.The orthometric height was determined by differential leveling
 DG0086.and adjusted by the National Geodetic Survey in June 1991..
 DG0086
 DG0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0086
 DG0086.The geoid height was determined by GEOID03.
 DG0086
 DG0086.The dynamic height is computed by dividing the NAVD 88
 DG0086.geopotential number by the normal gravity value computed on the
 DG0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0086.degrees latitude (g = 980.6199 gals.).
 DG0086
 DG0086.The modeled gravity was interpolated from observed gravity values.
 DG0086
 DG0086;                    North         East     Units Scale Factor Converg.
 DG0086;SPC GA W     -   423,430.166   689,597.619   MT  0.99990133   -0 03 45.2
 DG0086;SPC GA W     - 1,389,203.80  2,262,454.86   sFT  0.99990133   -0 03 45.2
 DG0086;UTM  16      - 3,745,412.586   751,843.008   MT  1.00038196   +1 30 54.7
 DG0086
 DG0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0086!SPC GA W     -   0.99995912  x   0.99990133  =   0.99986045
 DG0086!UTM  16      -   0.99995912  x   1.00038196  =   1.00034106
 DG0086
 DG0086|---------------------------------------------------------------------|
 DG0086| PID    Reference Object                     Distance      Geod. Az  |
 DG0086|                                                           dddmmss.s |
 DG0086| DG0087 B 30                                183.791 METERS 04853     |
 DG0086| CZ2762 B 29 RM 2                            51.728 METERS 23847     |
 DG0086| CZ2761 B 29 RM 1                            25.950 METERS 23847     |
 DG0086| DG2751 B 28 RM 2                           APPROX. 0.5 KM 2404036.0 |
 DG0086|---------------------------------------------------------------------|
 DG0086
 DG0086                          SUPERSEDED SURVEY CONTROL
 DG0086
 DG0086  NAD 83(1986)-  33 49 08.25358(N)    084 16 44.53633(W) AD(       ) 2
 DG0086  NAD 27      -  33 49 07.87996(N)    084 16 44.81773(W) AD(       ) 2
 DG0086  NGVD 29 (??/??/92)  289.850  (m)          950.95   (f) ADJ UNCH    1 2
 DG0086
 DG0086.Superseded values are not recommended for survey control.
 DG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0086.See file dsdata.txt to determine how the superseded data were derived.
 DG0086
 DG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5184345413(NAD 83)
 DG0086_MARKER: DD = SURVEY DISK
 DG0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0086_STAMPING: B 29
 DG0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0086+STABILITY: SURFACE MOTION
 DG0086
 DG0086  HISTORY     - Date     Condition        Report By
 DG0086  HISTORY     - 1973     MONUMENTED       MARTA
 DG0086  HISTORY     - 1973     GOOD             NGS
 DG0086  HISTORY     - 20030704 MARK NOT FOUND   USPSQD
 DG0086
 DG0086                          STATION DESCRIPTION
 DG0086
 DG0086'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0086'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON THE SOUTH
 DG0086'SIDE OF THE S.C.L. R/R, 7.3 FT SOUTH OF SOUTH RAIL, 475 FT EAST
 DG0086'OF SIGNAL FACING WEST, 20.6 FT N. OF A TELEGRAPH POLE (NO
 DG0086'NUMBER).  APPROXIMATELY 1350 FT EAST OF R.R. BRIDGE OVER BURNT
 DG0086'FORK CREEK, APPROXIMATELY 980 FT WEST OF MILE POST 565.
 DG0086
 DG0086                          STATION RECOVERY (1973)
 DG0086
 DG0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0086'3.1 MI NNE FROM DECATUR.
 DG0086'A STANDARD MARTA BRASS DISK SET ALONG THE SOUTHEAST SIDE OF THE
 DG0086'SEABOARD COAST LINE RAILROAD ABOUT 4.6 MILES ALONG THE TRACKS
 DG0086'FROM W. HOWARD AVE., ABOUT 980 FEET SOUTHWEST OF MILEPOST 565,
 DG0086'475 FEET NORTHEAST OF A SIGNAL ALONG THE SOUTHEAST SIDE OF THE
 DG0086'TRACKS, WHICH FACES SOUTHWEST, 20.6 FEET NORTH OF A TELEGRAPH POLE,
 DG0086'7.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  THE DISK IS SET ATOP A
 DG0086'CONCRETE POST FLUSH WITH THE GROUND.
 DG0086
 DG0086                          STATION RECOVERY (2003)
 DG0086
 DG0086'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 DG0086'MARKER LIKELY BURIED UNDER FRESH GRAVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0554 ***********************************************************************
 BR0554  DESIGNATION -  B 290
 BR0554  PID         -  BR0554
 BR0554  STATE/COUNTY-  GA/BRYAN
 BR0554  USGS QUAD   -  LIMERICK SE (1988)
 BR0554
 BR0554                         *CURRENT SURVEY CONTROL
 BR0554  ___________________________________________________________________
 BR0554* NAD 83(1986)-  31 50 25.     (N)    081 15 57.     (W)     SCALED    
 BR0554* NAVD 88     -         1.760  (meters)       5.77   (feet)  ADJUSTED  
 BR0554  ___________________________________________________________________
 BR0554  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 BR0554  DYNAMIC HT  -           1.758 (meters)       5.77  (feet)  COMP
 BR0554  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 BR0554
 BR0554  VERT ORDER  -  SECOND    CLASS 0
 BR0554
 BR0554.The horizontal coordinates were scaled from a topographic map and have
 BR0554.an estimated accuracy of +/- 6 seconds.
 BR0554
 BR0554.The orthometric height was determined by differential leveling
 BR0554.and adjusted by the National Geodetic Survey in June 1991..
 BR0554
 BR0554.The geoid height was determined by GEOID03.
 BR0554
 BR0554.The dynamic height is computed by dividing the NAVD 88
 BR0554.geopotential number by the normal gravity value computed on the
 BR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0554.degrees latitude (g = 980.6199 gals.).
 BR0554
 BR0554.The modeled gravity was interpolated from observed gravity values.
 BR0554
 BR0554;                    North         East    Units  Estimated Accuracy
 BR0554;SPC GA E     -   204,360.      285,260.      MT  (+/- 180 meters Scaled)
 BR0554
 BR0554                          SUPERSEDED SURVEY CONTROL
 BR0554
 BR0554  NGVD 29 (??/??/92)    2.045  (m)            6.71   (f) ADJ UNCH    2 0
 BR0554
 BR0554.Superseded values are not recommended for survey control.
 BR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0554.See file dsdata.txt to determine how the superseded data were derived.
 BR0554
 BR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR748227(NAD 83)
 BR0554_MARKER: DB = BENCH MARK DISK
 BR0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0554_SP_SET: BRIDGE
 BR0554_STAMPING: B 290 1962
 BR0554_MARK LOGO: CGS   
 BR0554_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BR0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0554+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1991
 BR0554
 BR0554  HISTORY     - Date     Condition        Report By
 BR0554  HISTORY     - 1962     MONUMENTED       CGS
 BR0554  HISTORY     - 19910708 GOOD             NGS
 BR0554
 BR0554                          STATION DESCRIPTION
 BR0554
 BR0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BR0554'0.8 MI W FROM KELLER.
 BR0554'0.75 MILE WEST ON THE BLACKTOPPED ROAD TO BELFAST FROM THE FIRE
 BR0554'TOWER AT KELLER.  16 FEET NORTH OF THE CENTER LINE OF THE BLACKTOPPED
 BR0554'ROAD AND 2.5 FEET BELOW THE LEVEL OF THE ROAD.  SET IN A DRILL HOLE
 BR0554'IN THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER
 BR0554'THE TIVOLI RIVER.  NOTE-- THESE MARKS CAN ALSO BE REACHED BY GOING
 BR0554'7.6 MILES SOUTH AND SOUTHEAST ON STATE HIGHWAY 63 FROM THE SEABOARD
 BR0554'AIR LINE RAILROAD CROSSINGG AT RICHMOND HILL TO KELLER, THENCE 0.75
 BR0554'MILE WEST ON THE ROAD TO BELFAST
 BR0554
 BR0554                          STATION RECOVERY (1991)
 BR0554
 BR0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 BR0554'RECOVERED AS DESCRIBED.  ALSO, FROM INTERSECTION OF STATE HWY 144 AND
 BR0554'US HWY 17 IN RICHMOND HILL, GO 8.95 MILES (14.40 KM) SE AND SOUTH
 BR0554'ALONG SR 144--PASSING RR CROSSINGS AT 0.45 AND 0.95 MILES--TO
 BR0554'BELFAST-KELLER RD (BENCHMARK V 289 AT FIRE TOWER HERE) , THEN RIGHT
 BR0554'(WEST) 0.75 MILE (1.21 KM) TO MARK AS DESCRIBED AT NE CORNER OF
 BR0554'BRIDGE.  SEABOARD AIR LINE RR CROSSING REFERRED TO IN ORIGINAL
 BR0554'DESCRIPTION IS THE SOUTHERLY OF THE TWO CROSSINGS.  DISK IS BEATEN UP
 BR0554'BUT SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0477 ***********************************************************************
 DG0477  DESIGNATION -  B 291
 DG0477  PID         -  DG0477
 DG0477  STATE/COUNTY-  GA/FULTON
 DG0477  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG0477
 DG0477                         *CURRENT SURVEY CONTROL
 DG0477  ___________________________________________________________________
 DG0477* NAD 83(1986)-  33 41 15.     (N)    084 21 10.     (W)     SCALED    
 DG0477* NAVD 88     -       250.788  (meters)     822.79   (feet)  ADJUSTED  
 DG0477  ___________________________________________________________________
 DG0477  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG0477  DYNAMIC HT  -         250.510 (meters)     821.88  (feet)  COMP
 DG0477  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 DG0477
 DG0477  VERT ORDER  -  FIRST     CLASS I
 DG0477
 DG0477.The horizontal coordinates were scaled from a topographic map and have
 DG0477.an estimated accuracy of +/- 6 seconds.
 DG0477
 DG0477.The orthometric height was determined by differential leveling
 DG0477.and adjusted by the National Geodetic Survey in June 1991..
 DG0477
 DG0477.The geoid height was determined by GEOID03.
 DG0477
 DG0477.The dynamic height is computed by dividing the NAVD 88
 DG0477.geopotential number by the normal gravity value computed on the
 DG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0477.degrees latitude (g = 980.6199 gals.).
 DG0477
 DG0477.The modeled gravity was interpolated from observed gravity values.
 DG0477
 DG0477;                    North         East    Units  Estimated Accuracy
 DG0477;SPC GA W     -   408,860.      682,750.      MT  (+/- 180 meters Scaled)
 DG0477
 DG0477                          SUPERSEDED SURVEY CONTROL
 DG0477
 DG0477  NGVD 29 (??/??/92)  250.712  (m)          822.54   (f) ADJ UNCH    1 1
 DG0477
 DG0477.Superseded values are not recommended for survey control.
 DG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0477.See file dsdata.txt to determine how the superseded data were derived.
 DG0477
 DG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC453306(NAD 83)
 DG0477_MARKER: DB = BENCH MARK DISK
 DG0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0477_SP_SET: TOWER
 DG0477_STAMPING: B 291 1968
 DG0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0477
 DG0477  HISTORY     - Date     Condition        Report By
 DG0477  HISTORY     - 1968     MONUMENTED       CGS
 DG0477  HISTORY     - 19900509 MARK NOT FOUND   USGS
 DG0477
 DG0477                          STATION DESCRIPTION
 DG0477
 DG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DG0477'2.4 MI SE FROM ATLANTA.
 DG0477'ABOUT 1.9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0477'CROSSING OF SAWTELL AVENUE AT ATLANTA, THENCE ABOUT 0.3 MILE SOUTH
 DG0477'ALONG U.S. HIGHWAY 23 AND STATE HIGHWAY 42, THENCE ABOUT 0.2 MILE
 DG0477'WEST THROUGH THE PARKING LOT OF THE OVERNIGHT TRANSPORTION COMPANY,
 DG0477'SET IN THE TOP OF THE NORTHEAST CORNER OF THE 3 1/2-FOOT BY
 DG0477'3 1/2-FOOT CONCRETE BASE FOR THE 300-FOOT HIGH RADIO TOWER OF THE
 DG0477'OVERNIGHT TRANSPORTION COMPANY, 5 FEET NORTHEAST OF THE SOUTHEAST
 DG0477'CORNER OF THE BRICK BUILDING USED AS A REPAIR SHOP AND 2 INCHES
 DG0477'ABOVE THE LEVEL OF THE GROUND.
 DG0477
 DG0477                          STATION RECOVERY (1990)
 DG0477
 DG0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0477'DESTROYED. CORNER OF BASE WHERE MARK WAS SET HAS BEEN BROKEN OFF. OLD
 DG0477'RADIO TOWER REMOVED AND NEW TOWER BUILT FIFTEEN FEET NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0431 ***********************************************************************
 CM0431  DESIGNATION -  B 292
 CM0431  PID         -  CM0431
 CM0431  STATE/COUNTY-  GA/MUSCOGEE
 CM0431  USGS QUAD   -  FORTSON (1985)
 CM0431
 CM0431                         *CURRENT SURVEY CONTROL
 CM0431  ___________________________________________________________________
 CM0431* NAD 83(1986)-  32 31 19.     (N)    084 56 42.     (W)     SCALED    
 CM0431* NAVD 88     -       135.749  (meters)     445.37   (feet)  ADJUSTED  
 CM0431  ___________________________________________________________________
 CM0431  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CM0431  DYNAMIC HT  -         135.594 (meters)     444.86  (feet)  COMP
 CM0431  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CM0431
 CM0431  VERT ORDER  -  FIRST     CLASS I
 CM0431
 CM0431.This mark is at Columbus Metropolitan Airport (CSG)
 CM0431
 CM0431.The horizontal coordinates were scaled from a topographic map and have
 CM0431.an estimated accuracy of +/- 6 seconds.
 CM0431
 CM0431.The orthometric height was determined by differential leveling
 CM0431.and adjusted by the National Geodetic Survey in June 1991..
 CM0431
 CM0431.The geoid height was determined by GEOID03.
 CM0431
 CM0431.The dynamic height is computed by dividing the NAVD 88
 CM0431.geopotential number by the normal gravity value computed on the
 CM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0431.degrees latitude (g = 980.6199 gals.).
 CM0431
 CM0431.The modeled gravity was interpolated from observed gravity values.
 CM0431
 CM0431;                    North         East    Units  Estimated Accuracy
 CM0431;SPC GA W     -   279,860.      626,880.      MT  (+/- 180 meters Scaled)
 CM0431
 CM0431                          SUPERSEDED SURVEY CONTROL
 CM0431
 CM0431  NGVD 29 (??/??/92)  135.766  (m)          445.43   (f) ADJ UNCH    1 1
 CM0431
 CM0431.Superseded values are not recommended for survey control.
 CM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0431.See file dsdata.txt to determine how the superseded data were derived.
 CM0431
 CM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB930001(NAD 83)
 CM0431_MARKER: DB = BENCH MARK DISK
 CM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0431_STAMPING: B 292 1968
 CM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0431+STABILITY: SURFACE MOTION
 CM0431
 CM0431  HISTORY     - Date     Condition        Report By
 CM0431  HISTORY     - 1968     MONUMENTED       CGS
 CM0431  HISTORY     - 1982     GOOD             USGS
 CM0431
 CM0431                          STATION DESCRIPTION
 CM0431
 CM0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0431'6.2 MI NE FROM COLUMBUS.
 CM0431'ABOUT 4.7 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0431'THE UNION STATION AT COLUMBUS, THENCE ABOUT 1.5 MILES EAST ALONG
 CM0431'54TH STREET, AIRPORT ROAD AND CANBERRY DRIVE, ABOUT 0.4 MILE
 CM0431'NORTH ACROSS COUNTRY (0.6 MILE BY ROAD) FROM THE ADMINISTRATION
 CM0431'BUILDING AT THE MUSCOGEE COUNTY AIRPORT, ABOUT 0.1 MILE SOUTHWEST
 CM0431'OF THE JUNCTION OF CANBERRY DRIVE AND BRITT DAVID ROAD, 154 1/2
 CM0431'FEET SOUTHEAST OF THE CENTER LINE OF CANBERRY DRIVE, 5.2 FEET
 CM0431'SOUTHWEST OF THE NORTH CORNER OF A CHAIN LINK FENCE AROUND FIVE
 CM0431'VERY SHORT TOWERS, 1.4 FEET NORTHWEST OF A FENCE LINE, 1.5 FEET
 CM0431'NORTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF
 CM0431'THE DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CM0431'ABOVE THE LEVEL OF THE GROUND.
 CM0431
 CM0431                          STATION RECOVERY (1982)
 CM0431
 CM0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 CM0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0569 ***********************************************************************
 EE0569  DESIGNATION -  B 293
 EE0569  PID         -  EE0569
 EE0569  STATE/COUNTY-  GA/FLOYD
 EE0569  USGS QUAD   -  SHANNON (1985)
 EE0569
 EE0569                         *CURRENT SURVEY CONTROL
 EE0569  ___________________________________________________________________
 EE0569* NAD 83(1986)-  34 21 38.     (N)    085 03 56.     (W)     SCALED    
 EE0569* NAVD 88     -       196.865  (meters)     645.88   (feet)  ADJUSTED  
 EE0569  ___________________________________________________________________
 EE0569  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0569  DYNAMIC HT  -         196.663 (meters)     645.22  (feet)  COMP
 EE0569  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 EE0569
 EE0569  VERT ORDER  -  FIRST     CLASS I
 EE0569
 EE0569.The horizontal coordinates were scaled from a topographic map and have
 EE0569.an estimated accuracy of +/- 6 seconds.
 EE0569
 EE0569.The orthometric height was determined by differential leveling
 EE0569.and adjusted by the National Geodetic Survey in June 1991..
 EE0569
 EE0569.The geoid height was determined by GEOID03.
 EE0569
 EE0569.The dynamic height is computed by dividing the NAVD 88
 EE0569.geopotential number by the normal gravity value computed on the
 EE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0569.degrees latitude (g = 980.6199 gals.).
 EE0569
 EE0569.The modeled gravity was interpolated from observed gravity values.
 EE0569
 EE0569;                    North         East    Units  Estimated Accuracy
 EE0569;SPC GA W     -   483,860.      617,320.      MT  (+/- 180 meters Scaled)
 EE0569
 EE0569                          SUPERSEDED SURVEY CONTROL
 EE0569
 EE0569  NGVD 29 (??/??/92)  196.841  (m)          645.80   (f) ADJ UNCH    1 1
 EE0569
 EE0569.Superseded values are not recommended for survey control.
 EE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0569.See file dsdata.txt to determine how the superseded data were derived.
 EE0569
 EE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD778038(NAD 83)
 EE0569_MARKER: DB = BENCH MARK DISK
 EE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0569_STAMPING: B 293 1968
 EE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0569+STABILITY: SURFACE MOTION
 EE0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE0569+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2002
 EE0569
 EE0569  HISTORY     - Date     Condition        Report By
 EE0569  HISTORY     - 1968     MONUMENTED       CGS
 EE0569  HISTORY     - 20020406 GOOD             JCLS
 EE0569  HISTORY     - 20020406 GOOD             JCLS
 EE0569
 EE0569                          STATION DESCRIPTION
 EE0569
 EE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0569'1.3 MI NE FROM SHANNON.
 EE0569'ABOUT 1.3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0569'STATION AT SHANNON, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 70, 68
 EE0569'FEET SOUTH OF THE CENTER OF A BLACKTOP ROAD CROSSING, 33 FEET WEST
 EE0569'OF THE CENTER OF THE JUNCTION OF THE BLACKTOP ROAD AND A GRAVELED
 EE0569'ROAD THAT PARALLELS THE TRACK TO THE NORTHEAST, 20.2 FEET
 EE0569'SOUTHEAST OF THE SOUTHEAST RAIL, 1.2 FEET SOUTHWEST OF A METAL
 EE0569'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 EE0569'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 EE0569
 EE0569                          STATION RECOVERY (2002)
 EE0569
 EE0569'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 EE0569'RECOVERED IN GOOD CONDITION.
 EE0569
 EE0569                          STATION RECOVERY (2002)
 EE0569
 EE0569'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 EE0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0267 ***********************************************************************
 EE0267  DESIGNATION -  B 294
 EE0267  PID         -  EE0267
 EE0267  STATE/COUNTY-  GA/WHITFIELD
 EE0267  USGS QUAD   -  DALTON SOUTH (1982)
 EE0267
 EE0267                         *CURRENT SURVEY CONTROL
 EE0267  ___________________________________________________________________
 EE0267* NAD 83(1986)-  34 40 02.     (N)    084 59 37.     (W)     SCALED    
 EE0267* NAVD 88     -       216.188  (meters)     709.28   (feet)  ADJUSTED  
 EE0267  ___________________________________________________________________
 EE0267  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE0267  DYNAMIC HT  -         215.970 (meters)     708.56  (feet)  COMP
 EE0267  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 EE0267
 EE0267  VERT ORDER  -  FIRST     CLASS I
 EE0267
 EE0267.The horizontal coordinates were scaled from a topographic map and have
 EE0267.an estimated accuracy of +/- 6 seconds.
 EE0267
 EE0267.The orthometric height was determined by differential leveling
 EE0267.and adjusted by the National Geodetic Survey in June 1991..
 EE0267
 EE0267.The geoid height was determined by GEOID03.
 EE0267
 EE0267.The dynamic height is computed by dividing the NAVD 88
 EE0267.geopotential number by the normal gravity value computed on the
 EE0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0267.degrees latitude (g = 980.6199 gals.).
 EE0267
 EE0267.The modeled gravity was interpolated from observed gravity values.
 EE0267
 EE0267;                    North         East    Units  Estimated Accuracy
 EE0267;SPC GA W     -   517,820.      624,210.      MT  (+/- 180 meters Scaled)
 EE0267
 EE0267                          SUPERSEDED SURVEY CONTROL
 EE0267
 EE0267  NGVD 29 (??/??/92)  216.173  (m)          709.23   (f) ADJ UNCH    1 1
 EE0267
 EE0267.Superseded values are not recommended for survey control.
 EE0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0267.See file dsdata.txt to determine how the superseded data were derived.
 EE0267
 EE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD838379(NAD 83)
 EE0267_MARKER: DB = BENCH MARK DISK
 EE0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0267_SP_SET: PIER
 EE0267_STAMPING: B 294 1968
 EE0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0267
 EE0267  HISTORY     - Date     Condition        Report By
 EE0267  HISTORY     - 1968     MONUMENTED       CGS
 EE0267
 EE0267                          STATION DESCRIPTION
 EE0267
 EE0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0267'8.1 MI N FROM SUGAR VALLEY.
 EE0267'ABOUT 8.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 EE0267'OF STATE HIGHWAY 143 AT SUGAR VALLEY, ALSO ABOUT 7.35 MILES SOUTH
 EE0267'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT DALTON, ABOUT 0.3
 EE0267'MILE SOUTH OF MILEPOST 47, SET VERTICALLY IN THE WEST FACE OF THE
 EE0267'NORTH LEG OF THE FIRST PIER EAST OF THE TRACK UNDER THE SOUTH
 EE0267'BOUND LANE OF INTERSTATE HIGHWAY 75 OVERPASS OVER THE TRACK, 16
 EE0267'FEET EAST OF THE EAST RAIL, 2 FEET ABOVE THE LEVEL OF THE GROUND
 EE0267'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0327 ***********************************************************************
 EE0327  DESIGNATION -  B 295
 EE0327  PID         -  EE0327
 EE0327  STATE/COUNTY-  GA/WHITFIELD
 EE0327  USGS QUAD   -  COHUTTA (1982)
 EE0327
 EE0327                         *CURRENT SURVEY CONTROL
 EE0327  ___________________________________________________________________
 EE0327* NAD 83(1986)-  34 58 21.     (N)    084 57 00.     (W)     SCALED    
 EE0327* NAVD 88     -       256.012  (meters)     839.93   (feet)  ADJUSTED  
 EE0327  ___________________________________________________________________
 EE0327  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 EE0327  DYNAMIC HT  -         255.756 (meters)     839.09  (feet)  COMP
 EE0327  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 EE0327
 EE0327  VERT ORDER  -  FIRST     CLASS I
 EE0327
 EE0327.The horizontal coordinates were scaled from a topographic map and have
 EE0327.an estimated accuracy of +/- 6 seconds.
 EE0327
 EE0327.The orthometric height was determined by differential leveling
 EE0327.and adjusted by the National Geodetic Survey in June 1991..
 EE0327
 EE0327.The geoid height was determined by GEOID03.
 EE0327
 EE0327.The dynamic height is computed by dividing the NAVD 88
 EE0327.geopotential number by the normal gravity value computed on the
 EE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0327.degrees latitude (g = 980.6199 gals.).
 EE0327
 EE0327.The modeled gravity was interpolated from observed gravity values.
 EE0327
 EE0327;                    North         East    Units  Estimated Accuracy
 EE0327;SPC GA W     -   551,650.      628,470.      MT  (+/- 180 meters Scaled)
 EE0327
 EE0327                          SUPERSEDED SURVEY CONTROL
 EE0327
 EE0327  NGVD 29 (??/??/92)  256.001  (m)          839.90   (f) ADJ UNCH    1 1
 EE0327
 EE0327.Superseded values are not recommended for survey control.
 EE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0327.See file dsdata.txt to determine how the superseded data were derived.
 EE0327
 EE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD871719(NAD 83)
 EE0327_MARKER: DB = BENCH MARK DISK
 EE0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0327_SP_SET: CONCRETE BASE
 EE0327_STAMPING: B 295 1968
 EE0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0327
 EE0327  HISTORY     - Date     Condition        Report By
 EE0327  HISTORY     - 1968     MONUMENTED       CGS
 EE0327  HISTORY     - 1976     MARK NOT FOUND   USGS
 EE0327
 EE0327                          STATION DESCRIPTION
 EE0327
 EE0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0327'1 MI N FROM COHUTTA.
 EE0327'ABOUT 1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE0327'AT COHUTTA, ABOUT 50 YARDS EAST OF THE TRACK, SET IN THE TOP OF
 EE0327'THE SOUTHEAST CORNER OF THE 2-FOOT SQUARE BY 5-FOOT DEEP CONCRETE
 EE0327'BASE TO THE FLAG POLE DIRECTLY IN FRONT OF THE EAST ENTRANCE
 EE0327'TO THE AQUARIUM AT THE COHUTTA NATIONAL FISH HATCHERY, 38.6 FEET
 EE0327'NORTHWEST OF THE SOUTHWEST CORNER OF THE ONE STORY BRICK AQUARIUM
 EE0327'AND OFFICE BUILDING AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 EE0327'TRACK.
 EE0327
 EE0327                          STATION RECOVERY (1976)
 EE0327
 EE0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EE0327'BASE OF FLAG POLE SODDED AND GRADED WITH APPROX. 1 FEET OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0450 ***********************************************************************
 BT0450  DESIGNATION -  B 296
 BT0450  PID         -  BT0450
 BT0450  STATE/COUNTY-  GA/CALHOUN
 BT0450  USGS QUAD   -  BLUFFTON (1973)
 BT0450
 BT0450                         *CURRENT SURVEY CONTROL
 BT0450  ___________________________________________________________________
 BT0450* NAD 83(1986)-  31 35 52.     (N)    084 45 36.     (W)     SCALED    
 BT0450* NAVD 88     -       106.429  (meters)     349.18   (feet)  ADJUSTED  
 BT0450  ___________________________________________________________________
 BT0450  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT0450  DYNAMIC HT  -         106.301 (meters)     348.76  (feet)  COMP
 BT0450  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 BT0450
 BT0450  VERT ORDER  -  FIRST     CLASS I
 BT0450
 BT0450.The horizontal coordinates were scaled from a topographic map and have
 BT0450.an estimated accuracy of +/- 6 seconds.
 BT0450
 BT0450.The orthometric height was determined by differential leveling
 BT0450.and adjusted by the National Geodetic Survey in June 1991..
 BT0450
 BT0450.The geoid height was determined by GEOID03.
 BT0450
 BT0450.The dynamic height is computed by dividing the NAVD 88
 BT0450.geopotential number by the normal gravity value computed on the
 BT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0450.degrees latitude (g = 980.6199 gals.).
 BT0450
 BT0450.The modeled gravity was interpolated from observed gravity values.
 BT0450
 BT0450;                    North         East    Units  Estimated Accuracy
 BT0450;SPC GA W     -   177,270.      643,700.      MT  (+/- 180 meters Scaled)
 BT0450
 BT0450                          SUPERSEDED SURVEY CONTROL
 BT0450
 BT0450  NGVD 29 (??/??/92)  106.49   (m)          349.4    (f) COMPUTED    1 1
 BT0450
 BT0450.Superseded values are not recommended for survey control.
 BT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0450.See file dsdata.txt to determine how the superseded data were derived.
 BT0450
 BT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV125980(NAD 83)
 BT0450_MARKER: DB = BENCH MARK DISK
 BT0450_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BT0450+WITH SETTING: INTO GROUND
 BT0450_STAMPING: B 296 1973
 BT0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0450+STABILITY: SURFACE MOTION
 BT0450
 BT0450  HISTORY     - Date     Condition        Report By
 BT0450  HISTORY     - 1973     MONUMENTED       NGS
 BT0450
 BT0450                          STATION DESCRIPTION
 BT0450
 BT0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BT0450'3.4 MI N FROM EDISON.
 BT0450'ABOUT 3.35 MILES NORTH ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BT0450'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 37 AT EDISON, 280
 BT0450'FEET SOUTHEAST OF MILEPOST 215, 104 1/2 FEET NORTHEAST OF THE
 BT0450'NORTHEAST RAIL, 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BT0450'216, 3 1/2 FEET SOUTH-SOUTHEAST OF A POWER POLE, 1.0 FOOT NORTHEAST
 BT0450'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 BT0450'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS SET 4 FEET IN
 BT0450'THE GROUND AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0120 ***********************************************************************
 DG0120  DESIGNATION -  B 3
 DG0120  PID         -  DG0120
 DG0120  STATE/COUNTY-  GA/DE KALB
 DG0120  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0120
 DG0120                         *CURRENT SURVEY CONTROL
 DG0120  ___________________________________________________________________
 DG0120* NAD 83(1994)-  33 46 00.97450(N)    084 18 54.94083(W)     ADJUSTED  
 DG0120* NAVD 88     -       316.663  (meters)    1038.92   (feet)  ADJUSTED  
 DG0120  ___________________________________________________________________
 DG0120  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG0120  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0120  DYNAMIC HT  -         316.313 (meters)    1037.77  (feet)  COMP
 DG0120  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DG0120
 DG0120  HORZ ORDER  -  SECOND
 DG0120  VERT ORDER  -  FIRST     CLASS II
 DG0120
 DG0120.The horizontal coordinates were established by classical geodetic methods
 DG0120.and adjusted by the National Geodetic Survey in September 1997..
 DG0120
 DG0120.The orthometric height was determined by differential leveling
 DG0120.and adjusted by the National Geodetic Survey in June 1991..
 DG0120
 DG0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0120
 DG0120.The geoid height was determined by GEOID03.
 DG0120
 DG0120.The dynamic height is computed by dividing the NAVD 88
 DG0120.geopotential number by the normal gravity value computed on the
 DG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0120.degrees latitude (g = 980.6199 gals.).
 DG0120
 DG0120.The modeled gravity was interpolated from observed gravity values.
 DG0120
 DG0120;                    North         East     Units Scale Factor Converg.
 DG0120;SPC GA W     -   417,664.821   686,236.106   MT  0.99990233   -0 04 57.3
 DG0120;SPC GA W     - 1,370,288.67  2,251,426.29   sFT  0.99990233   -0 04 57.3
 DG0120;UTM  16      - 3,739,554.179   748,639.892   MT  1.00036220   +1 29 34.8
 DG0120
 DG0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0120!SPC GA W     -   0.99995492  x   0.99990233  =   0.99985725
 DG0120!UTM  16      -   0.99995492  x   1.00036220  =   1.00031710
 DG0120
 DG0120|---------------------------------------------------------------------|
 DG0120| PID    Reference Object                     Distance      Geod. Az  |
 DG0120|                                                           dddmmss.s |
 DG0120| DG0121 B 2                                 112.980 METERS 18954     |
 DG0120| CZ2764 B 3 RM 2                             53.403 METERS 28641     |
 DG0120| CZ2763 B 3 RM 1                             30.193 METERS 28641     |
 DG0120| DG0119 B 4                                 461.137 METERS 3560419.7 |
 DG0120|---------------------------------------------------------------------|
 DG0120
 DG0120                          SUPERSEDED SURVEY CONTROL
 DG0120
 DG0120  NAD 83(1986)-  33 46 00.97930(N)    084 18 54.94122(W) AD(       ) 2
 DG0120  NAD 27      -  33 46 00.60171(N)    084 18 55.21765(W) AD(       ) 2
 DG0120  NGVD 29 (??/??/92)  316.589  (m)         1038.68   (f) ADJ UNCH    1 2
 DG0120
 DG0120.Superseded values are not recommended for survey control.
 DG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0120.See file dsdata.txt to determine how the superseded data were derived.
 DG0120
 DG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4864039554(NAD 83)
 DG0120_MARKER: DD = SURVEY DISK
 DG0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0120_SP_SET: SIDEWALK
 DG0120_STAMPING: B 3
 DG0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0120
 DG0120  HISTORY     - Date     Condition        Report By
 DG0120  HISTORY     - 1973     MONUMENTED       MARTA
 DG0120  HISTORY     - 1973     GOOD             NGS
 DG0120
 DG0120                          STATION DESCRIPTION
 DG0120
 DG0120'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0120'SET A STD. MARTA BRASS DISC IN SIDEWALK OF EAST LAKE DR. 17.30
 DG0120'FT EAST OF EAST RAIL OF S.C.L. R/R, 54.5 FT FROM GA. POWER POLE
 DG0120'169-1 (IN RED) 0.95 FT TO SOUTH OF EDGE OF CONCRETE SIDEWALK,
 DG0120'11.8 FT TO FIRE HYDRANT N.E. OF B-3.
 DG0120
 DG0120                          STATION RECOVERY (1973)
 DG0120
 DG0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0120'1.2 MI SW FROM DECATUR.
 DG0120'A STANDARD MARTA BRASS DISK DRILLED INTO THE SIDEWALK ON THE
 DG0120'SOUTH SIDE OF EAST LAKE AVE. JUST EAST OF THE SEABOARD COAST
 DG0120'LINE RAILROAD.  ABOUT 1.2 MILES SOUTHWEST OF THE COURTHOUSE IN
 DG0120'DECATUR, 54.5 FEET FROM GEORGIA POWER POLE 169-1 (IN RED), 17.3
 DG0120'FEET EAST OF THE EAST RAIL OF SEABOARD COAST LINE RAILROAD, 11.8
 DG0120'FEET SOUTHWEST OF A FIRE HYDRANT, WHICH IS ON THE SOUTH SIDE OF
 DG0120'EAST LAKE ROAD.  THE DISK IS SET FLUSH WITH THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0036 ***********************************************************************
 CM0036  DESIGNATION -  B 30
 CM0036  PID         -  CM0036
 CM0036  STATE/COUNTY-  GA/TAYLOR
 CM0036  USGS QUAD   -  BUTLER EAST (1971)
 CM0036
 CM0036                         *CURRENT SURVEY CONTROL
 CM0036  ___________________________________________________________________
 CM0036* NAD 83(1986)-  32 33 20.     (N)    084 12 13.     (W)     SCALED    
 CM0036* NAVD 88     -       185.690  (meters)     609.22   (feet)  ADJUSTED  
 CM0036  ___________________________________________________________________
 CM0036  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0036  DYNAMIC HT  -         185.484 (meters)     608.54  (feet)  COMP
 CM0036  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 CM0036
 CM0036  VERT ORDER  -  FIRST     CLASS II
 CM0036
 CM0036.The horizontal coordinates were scaled from a topographic map and have
 CM0036.an estimated accuracy of +/- 6 seconds.
 CM0036
 CM0036.The orthometric height was determined by differential leveling
 CM0036.and adjusted by the National Geodetic Survey in June 1991..
 CM0036
 CM0036.The geoid height was determined by GEOID03.
 CM0036
 CM0036.The dynamic height is computed by dividing the NAVD 88
 CM0036.geopotential number by the normal gravity value computed on the
 CM0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0036.degrees latitude (g = 980.6199 gals.).
 CM0036
 CM0036.The modeled gravity was interpolated from observed gravity values.
 CM0036
 CM0036;                    North         East    Units  Estimated Accuracy
 CM0036;SPC GA W     -   283,320.      696,530.      MT  (+/- 180 meters Scaled)
 CM0036
 CM0036                          SUPERSEDED SURVEY CONTROL
 CM0036
 CM0036  NGVD 29 (??/??/92)  185.776  (m)          609.50   (f) ADJ UNCH    1 2
 CM0036
 CM0036.Superseded values are not recommended for survey control.
 CM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0036.See file dsdata.txt to determine how the superseded data were derived.
 CM0036
 CM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB625054(NAD 83)
 CM0036_MARKER: DB = BENCH MARK DISK
 CM0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0036_STAMPING: B 30 1917 ELEV 609.500 FEET
 CM0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0036+STABILITY: SURFACE MOTION
 CM0036
 CM0036  HISTORY     - Date     Condition        Report By
 CM0036  HISTORY     - 1917     MONUMENTED       CGS
 CM0036  HISTORY     - 1958     GOOD             NGS
 CM0036
 CM0036                          STATION DESCRIPTION
 CM0036
 CM0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0036'1.7 MI E FROM BUTLER.
 CM0036'ABOUT 1.7 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0036'THE STATION AT BUTLER, 0.4 MILE EAST OF MILEPOST S 240, AT THE EAST
 CM0036'END OF A LOW CUT, AT A POWER LINE CROSSING OVER THE TRACK, 22 1/2
 CM0036'FEET NORTH OF THE NORTH RAIL, 48 FEET SOUTH OF THE CENTER LINE
 CM0036'OF A DIRT ROAD PARALLELING THE TRACK, 20 FEET SOUTHEAST OF MILEPOLE
 CM0036'239+18, 5 FEET SOUTHWEST OF BEING IN LINE WITH THE ROW OF POLES,
 CM0036'2 1/2 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 CM0036'AND SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0087 ***********************************************************************
 DG0087  DESIGNATION -  B 30
 DG0087  PID         -  DG0087
 DG0087  STATE/COUNTY-  GA/DE KALB
 DG0087  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0087
 DG0087                         *CURRENT SURVEY CONTROL
 DG0087  ___________________________________________________________________
 DG0087* NAD 83(1994)-  33 49 12.17539(N)    084 16 39.15488(W)     ADJUSTED  
 DG0087* NAVD 88     -       291.658  (meters)     956.88   (feet)  ADJUSTED  
 DG0087  ___________________________________________________________________
 DG0087  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG0087  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0087  DYNAMIC HT  -         291.335 (meters)     955.82  (feet)  COMP
 DG0087  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DG0087
 DG0087  HORZ ORDER  -  SECOND
 DG0087  VERT ORDER  -  FIRST     CLASS II
 DG0087
 DG0087.The horizontal coordinates were established by classical geodetic methods
 DG0087.and adjusted by the National Geodetic Survey in September 1997..
 DG0087
 DG0087.The orthometric height was determined by differential leveling
 DG0087.and adjusted by the National Geodetic Survey in June 1991..
 DG0087
 DG0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0087
 DG0087.The geoid height was determined by GEOID03.
 DG0087
 DG0087.The dynamic height is computed by dividing the NAVD 88
 DG0087.geopotential number by the normal gravity value computed on the
 DG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0087.degrees latitude (g = 980.6199 gals.).
 DG0087
 DG0087.The modeled gravity was interpolated from observed gravity values.
 DG0087
 DG0087;                    North         East     Units Scale Factor Converg.
 DG0087;SPC GA W     -   423,550.880   689,736.186   MT  0.99990130   -0 03 42.2
 DG0087;SPC GA W     - 1,389,599.85  2,262,909.47   sFT  0.99990130   -0 03 42.2
 DG0087;UTM  16      - 3,745,537.128   751,978.264   MT  1.00038280   +1 30 57.9
 DG0087
 DG0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0087!SPC GA W     -   0.99995885  x   0.99990130  =   0.99986015
 DG0087!UTM  16      -   0.99995885  x   1.00038280  =   1.00034163
 DG0087
 DG0087|---------------------------------------------------------------------|
 DG0087| PID    Reference Object                     Distance      Geod. Az  |
 DG0087|                                                           dddmmss.s |
 DG0087| DG0088 B 31                                339.591 METERS 03520     |
 DG0087| CZ2766 B 30 RM 2                            57.304 METERS 22200     |
 DG0087| CZ2765 B 30 RM 1                            32.419 METERS 22200     |
 DG0087| DG0086 B 29                                183.791 METERS 22853     |
 DG0087|---------------------------------------------------------------------|
 DG0087
 DG0087                          SUPERSEDED SURVEY CONTROL
 DG0087
 DG0087  NAD 83(1986)-  33 49 12.17674(N)    084 16 39.15235(W) AD(       ) 2
 DG0087  NAD 27      -  33 49 11.80280(N)    084 16 39.43402(W) AD(       ) 2
 DG0087  NGVD 29 (??/??/92)  291.576  (m)          956.61   (f) ADJ UNCH    1 2
 DG0087
 DG0087.Superseded values are not recommended for survey control.
 DG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0087.See file dsdata.txt to determine how the superseded data were derived.
 DG0087
 DG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5197845537(NAD 83)
 DG0087_MARKER: DD = SURVEY DISK
 DG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0087_STAMPING: B 30
 DG0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0087+STABILITY: SURFACE MOTION
 DG0087
 DG0087  HISTORY     - Date     Condition        Report By
 DG0087  HISTORY     - 1973     MONUMENTED       MARTA
 DG0087  HISTORY     - 1973     GOOD             NGS
 DG0087  HISTORY     - 20030704 MARK NOT FOUND   USPSQD
 DG0087
 DG0087                          STATION DESCRIPTION
 DG0087
 DG0087'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0087'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON SOUTH SIDE
 DG0087'OF S.C.L. R/R, 8.15 FT SOUTH OF SOUTH RAIL, 376 FT WEST OF MILE
 DG0087'POST 565, DIRECTLY BEHIND HOUSE 2670 ON MILLWOOD CT. AND 230 FT
 DG0087'WEST OF SIGNAL LIGHT FACING EAST.
 DG0087
 DG0087                          STATION RECOVERY (1973)
 DG0087
 DG0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0087'3.2 MI NNE FROM DECATUR.
 DG0087'A STANDARD MARTA BRASS DISK ABOUT 4.7 MILES NORTHEAST ALONG
 DG0087'SEABOARD COAST LINE RAILROAD TRACKS FROM W. HOWARD AVE., DIRECTLY
 DG0087'BEHIND NO. 2670 MILLWOOD CT., 376 FEET WEST OF MILEPOST NO. 565,
 DG0087'230 FEET WEST OF SIGNAL LIGHT FACING EAST, 8.15 FEET SOUTH OF
 DG0087'SOUTH RAIL, SET ATOP A CONCRETE POST AND FLUSH WITH THE GROUND.
 DG0087
 DG0087                          STATION RECOVERY (2003)
 DG0087
 DG0087'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 DG0087'MARKER IS LIKELY BURIED UNDER FRESH GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0309 ***********************************************************************
 CL0309  DESIGNATION -  B 301
 CL0309  PID         -  CL0309
 CL0309  STATE/COUNTY-  GA/LAURENS
 CL0309  USGS QUAD   -  DUBLIN (1985)
 CL0309
 CL0309                         *CURRENT SURVEY CONTROL
 CL0309  ___________________________________________________________________
 CL0309* NAD 83(1986)-  32 33 12.     (N)    082 58 22.     (W)     SCALED    
 CL0309* NAVD 88     -        83.930  (meters)     275.36   (feet)  ADJUSTED  
 CL0309  ___________________________________________________________________
 CL0309  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CL0309  DYNAMIC HT  -          83.834 (meters)     275.05  (feet)  COMP
 CL0309  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CL0309
 CL0309  VERT ORDER  -  FIRST     CLASS II
 CL0309
 CL0309.This mark is at W H 'bud' Barron Airport (DBN)
 CL0309
 CL0309.The horizontal coordinates were scaled from a topographic map and have
 CL0309.an estimated accuracy of +/- 6 seconds.
 CL0309
 CL0309.The orthometric height was determined by differential leveling
 CL0309.and adjusted by the National Geodetic Survey in June 1991..
 CL0309
 CL0309.The geoid height was determined by GEOID03.
 CL0309
 CL0309.The dynamic height is computed by dividing the NAVD 88
 CL0309.geopotential number by the normal gravity value computed on the
 CL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0309.degrees latitude (g = 980.6199 gals.).
 CL0309
 CL0309.The modeled gravity was interpolated from observed gravity values.
 CL0309
 CL0309;                    North         East    Units  Estimated Accuracy
 CL0309;SPC GA E     -   283,360.      124,300.      MT  (+/- 180 meters Scaled)
 CL0309
 CL0309                          SUPERSEDED SURVEY CONTROL
 CL0309
 CL0309  NGVD 29 (??/??/92)   84.094  (m)          275.90   (f) ADJ UNCH    1 2
 CL0309
 CL0309.Superseded values are not recommended for survey control.
 CL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0309.See file dsdata.txt to determine how the superseded data were derived.
 CL0309
 CL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS147034(NAD 83)
 CL0309_MARKER: DB = BENCH MARK DISK
 CL0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0309_STAMPING: B 301 1962
 CL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0309+STABILITY: SURFACE MOTION
 CL0309
 CL0309  HISTORY     - Date     Condition        Report By
 CL0309  HISTORY     - 1962     MONUMENTED       CGS
 CL0309
 CL0309                          STATION DESCRIPTION
 CL0309
 CL0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0309'4.3 MI W FROM DUBLIN.
 CL0309'ABOUT 3.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CL0309'DUBLIN, THENCE 0.7 MILE NORTHWEST ALONG A BLACK TOP ROAD, 0.9 MILE
 CL0309'SOUTHEAST OF THE ADMINISTRATION BUILDING OF THE DUBLIN AIRPORT,
 CL0309'127 YARDS NORTHWEST OF THE JUNCTION OF THE BLACK TOP ROAD AND A
 CL0309'GRADED ROAD LEADING SOUTHWEST, 40 FEET NORTHEAST OF THE CENTER LINE
 CL0309'OF THE ROAD, 55 FEET EAST OF THE NORTHEAST END OF A 24-INCH PIPE
 CL0309'CULVERT UNDER THE BLACK TOP ROAD, 4 1/2 FEET EAST OF A POWER LINE
 CL0309'POLE, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, 1.1 FEET NORTHWEST OF
 CL0309'A STEEL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 CL0309'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 CL0309'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0362 ***********************************************************************
 CL0362  DESIGNATION -  B 302
 CL0362  PID         -  CL0362
 CL0362  STATE/COUNTY-  GA/LAURENS
 CL0362  USGS QUAD   -  SCOTT (1974)
 CL0362
 CL0362                         *CURRENT SURVEY CONTROL
 CL0362  ___________________________________________________________________
 CL0362* NAD 83(1986)-  32 35 07.     (N)    082 44 34.     (W)     SCALED    
 CL0362* NAVD 88     -        88.040  (meters)     288.84   (feet)  ADJUSTED  
 CL0362  ___________________________________________________________________
 CL0362  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CL0362  DYNAMIC HT  -          87.940 (meters)     288.52  (feet)  COMP
 CL0362  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CL0362
 CL0362  VERT ORDER  -  FIRST     CLASS II
 CL0362
 CL0362.The horizontal coordinates were scaled from a topographic map and have
 CL0362.an estimated accuracy of +/- 6 seconds.
 CL0362
 CL0362.The orthometric height was determined by differential leveling
 CL0362.and adjusted by the National Geodetic Survey in June 1991..
 CL0362
 CL0362.The geoid height was determined by GEOID03.
 CL0362
 CL0362.The dynamic height is computed by dividing the NAVD 88
 CL0362.geopotential number by the normal gravity value computed on the
 CL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0362.degrees latitude (g = 980.6199 gals.).
 CL0362
 CL0362.The modeled gravity was interpolated from observed gravity values.
 CL0362
 CL0362;                    North         East    Units  Estimated Accuracy
 CL0362;SPC GA E     -   286,760.      145,920.      MT  (+/- 180 meters Scaled)
 CL0362
 CL0362                          SUPERSEDED SURVEY CONTROL
 CL0362
 CL0362  NGVD 29 (??/??/92)   88.229  (m)          289.46   (f) ADJ UNCH    1 2
 CL0362
 CL0362.Superseded values are not recommended for survey control.
 CL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0362.See file dsdata.txt to determine how the superseded data were derived.
 CL0362
 CL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS364066(NAD 83)
 CL0362_MARKER: DB = BENCH MARK DISK
 CL0362_SETTING: 66 = SET IN ROCK OUTCROP
 CL0362_SP_SET: LARGE FLAT ROCK
 CL0362_STAMPING: B 302 1962
 CL0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CL0362+STABILITY: POSITION/ELEVATION WELL
 CL0362
 CL0362  HISTORY     - Date     Condition        Report By
 CL0362  HISTORY     - 1962     MONUMENTED       CGS
 CL0362  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0362
 CL0362                          STATION DESCRIPTION
 CL0362
 CL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0362'3.3 MI E FROM BREWTON.
 CL0362'ABOUT 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 CL0362'OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON, THENCE 2.0
 CL0362'MILES EAST ALONG A GRADED ROAD, THENCE 0.7 MILE EAST ALONG AN
 CL0362'ABANDONED RAILROAD BED AND A TELEPHONE LINE, 0.3 MILE EAST OF A
 CL0362'GRADED ROAD CROSSING, 116 YARDS EAST OF THE EAST END OF THE ABANDONED
 CL0362'WOODEN TRESTLE OVER PUGHES CREEK, SET ON THE TOP OF A LARGE FLAT ROCK
 CL0362'THAT IS ABOUT 150 FEET LONG AND 50 FEET WIDE, 57 FEET SOUTH OF THE
 CL0362'CENTER LINE OF THE OLD RAILROAD BED, 83 FEET EAST OF TELEPHONE POLE
 CL0362'NO. 98, AND ABOUT 10 FEET BELOW THE LEVEL OF THE BED.
 CL0362
 CL0362                          STATION RECOVERY (1977)
 CL0362
 CL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0090 ***********************************************************************
 CL0090  DESIGNATION -  B 303
 CL0090  PID         -  CL0090
 CL0090  STATE/COUNTY-  GA/EMANUEL
 CL0090  USGS QUAD   -  NUNEZ (1985)
 CL0090
 CL0090                         *CURRENT SURVEY CONTROL
 CL0090  ___________________________________________________________________
 CL0090* NAD 83(1986)-  32 28 15.     (N)    082 18 13.     (W)     SCALED    
 CL0090* NAVD 88     -        62.567  (meters)     205.27   (feet)  ADJUSTED  
 CL0090  ___________________________________________________________________
 CL0090  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CL0090  DYNAMIC HT  -          62.495 (meters)     205.04  (feet)  COMP
 CL0090  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CL0090
 CL0090  VERT ORDER  -  FIRST     CLASS II
 CL0090
 CL0090.The horizontal coordinates were scaled from a topographic map and have
 CL0090.an estimated accuracy of +/- 6 seconds.
 CL0090
 CL0090.The orthometric height was determined by differential leveling
 CL0090.and adjusted by the National Geodetic Survey in June 1991..
 CL0090
 CL0090.The geoid height was determined by GEOID03.
 CL0090
 CL0090.The dynamic height is computed by dividing the NAVD 88
 CL0090.geopotential number by the normal gravity value computed on the
 CL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0090.degrees latitude (g = 980.6199 gals.).
 CL0090
 CL0090.The modeled gravity was interpolated from observed gravity values.
 CL0090
 CL0090;                    North         East    Units  Estimated Accuracy
 CL0090;SPC GA E     -   273,930.      187,130.      MT  (+/- 180 meters Scaled)
 CL0090
 CL0090                          SUPERSEDED SURVEY CONTROL
 CL0090
 CL0090  NGVD 29 (??/??/92)   62.778  (m)          205.96   (f) ADJ UNCH    1 2
 CL0090
 CL0090.Superseded values are not recommended for survey control.
 CL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0090.See file dsdata.txt to determine how the superseded data were derived.
 CL0090
 CL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR774933(NAD 83)
 CL0090_MARKER: DB = BENCH MARK DISK
 CL0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0090_SP_SET: BUILDING
 CL0090_STAMPING: B 303 1962
 CL0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0090
 CL0090  HISTORY     - Date     Condition        Report By
 CL0090  HISTORY     - 1962     MONUMENTED       CGS
 CL0090
 CL0090                          STATION DESCRIPTION
 CL0090
 CL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0090'0.4 MI NW FROM LEXSY.
 CL0090'ABOUT 0.4 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 CL0090'OFFICE AT LEXSY, 95 YARDS NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CL0090'SET VERTICALLY IN THE SOUTHWEST BRICK FACE AND NEAR THE SOUTH
 CL0090'CORNER OF THE LEXSY GRADE SCHOOL, 2.5 FEET NORTHWEST OF THE SOUTH
 CL0090'CORNER OF THE BUILDING AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 CL0090'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0137 ***********************************************************************
 CL0137  DESIGNATION -  B 304
 CL0137  PID         -  CL0137
 CL0137  STATE/COUNTY-  GA/CANDLER
 CL0137  USGS QUAD   -  METTER (1985)
 CL0137
 CL0137                         *CURRENT SURVEY CONTROL
 CL0137  ___________________________________________________________________
 CL0137* NAD 83(1986)-  32 23 44.     (N)    082 03 41.     (W)     SCALED    
 CL0137* NAVD 88     -        66.306  (meters)     217.54   (feet)  ADJUSTED  
 CL0137  ___________________________________________________________________
 CL0137  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL0137  DYNAMIC HT  -          66.230 (meters)     217.29  (feet)  COMP
 CL0137  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CL0137
 CL0137  VERT ORDER  -  FIRST     CLASS II
 CL0137
 CL0137.The horizontal coordinates were scaled from a topographic map and have
 CL0137.an estimated accuracy of +/- 6 seconds.
 CL0137
 CL0137.The orthometric height was determined by differential leveling
 CL0137.and adjusted by the National Geodetic Survey in June 1991..
 CL0137
 CL0137.The geoid height was determined by GEOID03.
 CL0137
 CL0137.The dynamic height is computed by dividing the NAVD 88
 CL0137.geopotential number by the normal gravity value computed on the
 CL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0137.degrees latitude (g = 980.6199 gals.).
 CL0137
 CL0137.The modeled gravity was interpolated from observed gravity values.
 CL0137
 CL0137;                    North         East    Units  Estimated Accuracy
 CL0137;SPC GA E     -   265,580.      209,900.      MT  (+/- 180 meters Scaled)
 CL0137
 CL0137                          SUPERSEDED SURVEY CONTROL
 CL0137
 CL0137  NGVD 29 (??/??/92)   66.525  (m)          218.26   (f) ADJ UNCH    1 2
 CL0137
 CL0137.Superseded values are not recommended for survey control.
 CL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0137.See file dsdata.txt to determine how the superseded data were derived.
 CL0137
 CL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR001847(NAD 83)
 CL0137_MARKER: DB = BENCH MARK DISK
 CL0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0137_SP_SET: BUILDING
 CL0137_STAMPING: B 304 1962
 CL0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0137
 CL0137  HISTORY     - Date     Condition        Report By
 CL0137  HISTORY     - 1962     MONUMENTED       CGS
 CL0137
 CL0137                          STATION DESCRIPTION
 CL0137
 CL0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0137'AT METTER.
 CL0137'AT METTER, NEAR THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTH
 CL0137'ROUNTREE AND VERTIA STREET, SET VERTICALLY IN THE EAST BRICK FACE
 CL0137'OF THE POST OFFICE BUILDING (PRIVATELY OWNED), 3.2 FEET SOUTH OF
 CL0137'THE NORTHEAST CORNER OF THE BUILDING, 1.6 FEET ABOVE THE BLACK TOP
 CL0137'PARKING RAMP AND 3 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0343 ***********************************************************************
 DF0343  DESIGNATION -  B 305
 DF0343  PID         -  DF0343
 DF0343  STATE/COUNTY-  GA/WARREN
 DF0343  USGS QUAD   -  THOMSON WEST (1987)
 DF0343
 DF0343                         *CURRENT SURVEY CONTROL
 DF0343  ___________________________________________________________________
 DF0343* NAD 83(1986)-  33 27 34.     (N)    082 35 23.     (W)     SCALED    
 DF0343* NAVD 88     -       170.567  (meters)     559.60   (feet)  ADJUSTED  
 DF0343  ___________________________________________________________________
 DF0343  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DF0343  DYNAMIC HT  -         170.387 (meters)     559.01  (feet)  COMP
 DF0343  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DF0343
 DF0343  VERT ORDER  -  FIRST     CLASS II
 DF0343
 DF0343.The horizontal coordinates were scaled from a topographic map and have
 DF0343.an estimated accuracy of +/- 6 seconds.
 DF0343
 DF0343.The orthometric height was determined by differential leveling
 DF0343.and adjusted by the National Geodetic Survey in June 1991..
 DF0343
 DF0343.The geoid height was determined by GEOID03.
 DF0343
 DF0343.The dynamic height is computed by dividing the NAVD 88
 DF0343.geopotential number by the normal gravity value computed on the
 DF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0343.degrees latitude (g = 980.6199 gals.).
 DF0343
 DF0343.The modeled gravity was interpolated from observed gravity values.
 DF0343
 DF0343;                    North         East    Units  Estimated Accuracy
 DF0343;SPC GA E     -   383,630.      160,670.      MT  (+/- 180 meters Scaled)
 DF0343
 DF0343                          SUPERSEDED SURVEY CONTROL
 DF0343
 DF0343  NGVD 29 (??/??/92)  170.752  (m)          560.21   (f) ADJ UNCH    1 2
 DF0343
 DF0343.Superseded values are not recommended for survey control.
 DF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0343.See file dsdata.txt to determine how the superseded data were derived.
 DF0343
 DF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT522033(NAD 83)
 DF0343_MARKER: DB = BENCH MARK DISK
 DF0343_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF0343_SP_SET: 30 FT
 DF0343_STAMPING: B 305 1962
 DF0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0343
 DF0343  HISTORY     - Date     Condition        Report By
 DF0343  HISTORY     - 1962     MONUMENTED       CGS
 DF0343  HISTORY     - 1976     GOOD             NGS
 DF0343
 DF0343                          STATION DESCRIPTION
 DF0343
 DF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0343'5.6 MI SW FROM THOMSON.
 DF0343'ABOUT 5.65 MILES SOUTHWEST ALONG THE GEORGIA RAILROAD FROM THE
 DF0343'STATION AT THOMSON, ABOUT 3.9 MILES NORTHEAST OF THE STATION AT
 DF0343'CAMAK, NEAR THE CROSSING OF A BLACK TOP ROAD AT MESENA, NEAR
 DF0343'MILEPOST 43, 41 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DF0343'MAIN TRACK, 130 FEET NORTH OF THE MILEPOST, 236 FEET SOUTHEAST
 DF0343'OF THE CENTER OF THE BLACK TOP ROAD CROSSING THE MAIN TRACK,
 DF0343'192 1/2  FEET SOUTHEAST OF BENCH MARK D 70, 52 1/2 FEET SOUTHWEST
 DF0343'OF THE CENTER LINE OF A BLACK TOP ROAD WHICH PARALLELS THE TRACK,
 DF0343'194 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL BRICK
 DF0343'RAILROAD WAITING STATION, 4 1/2 FEET NORTHWEST OF A TELEGRAPH
 DF0343'POLE, 1.3 FEET SOUTHEAST OF A STEEL WITNESS POST, 1 FOOT BELOW THE
 DF0343'LEVEL OF THE TRACK, A DISK ON THE TOP OF A COPPER COATED STEEL
 DF0343'ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 DF0343'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL
 DF0343'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 30
 DF0343'FEET.
 DF0343
 DF0343                          STATION RECOVERY (1976)
 DF0343
 DF0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0220 ***********************************************************************
 DF0220  DESIGNATION -  B 306
 DF0220  PID         -  DF0220
 DF0220  STATE/COUNTY-  GA/RICHMOND
 DF0220  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0220
 DF0220                         *CURRENT SURVEY CONTROL
 DF0220  ___________________________________________________________________
 DF0220* NAD 83(1986)-  33 26 52.     (N)    082 05 27.     (W)     SCALED    
 DF0220* NAVD 88     -       102.938  (meters)     337.72   (feet)  ADJUSTED  
 DF0220  ___________________________________________________________________
 DF0220  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DF0220  DYNAMIC HT  -         102.829 (meters)     337.36  (feet)  COMP
 DF0220  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DF0220
 DF0220  VERT ORDER  -  FIRST     CLASS II
 DF0220
 DF0220.The horizontal coordinates were scaled from a topographic map and have
 DF0220.an estimated accuracy of +/- 6 seconds.
 DF0220
 DF0220.The orthometric height was determined by differential leveling
 DF0220.and adjusted by the National Geodetic Survey in June 1991..
 DF0220
 DF0220.The geoid height was determined by GEOID03.
 DF0220
 DF0220.The dynamic height is computed by dividing the NAVD 88
 DF0220.geopotential number by the normal gravity value computed on the
 DF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0220.degrees latitude (g = 980.6199 gals.).
 DF0220
 DF0220.The modeled gravity was interpolated from observed gravity values.
 DF0220
 DF0220;                    North         East    Units  Estimated Accuracy
 DF0220;SPC GA E     -   382,260.      207,050.      MT  (+/- 180 meters Scaled)
 DF0220
 DF0220                          SUPERSEDED SURVEY CONTROL
 DF0220
 DF0220  NGVD 29 (??/??/92)  103.171  (m)          338.49   (f) ADJ UNCH    1 2
 DF0220
 DF0220.Superseded values are not recommended for survey control.
 DF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0220.See file dsdata.txt to determine how the superseded data were derived.
 DF0220
 DF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT986014(NAD 83)
 DF0220_MARKER: DB = BENCH MARK DISK
 DF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0220_STAMPING: B 306 1962
 DF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0220+STABILITY: SURFACE MOTION
 DF0220
 DF0220  HISTORY     - Date     Condition        Report By
 DF0220  HISTORY     - 1962     MONUMENTED       CGS
 DF0220  HISTORY     - 1979     GOOD             NGS
 DF0220
 DF0220                          STATION DESCRIPTION
 DF0220
 DF0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0220'10 MI SW FROM AUGUSTA.
 DF0220'ABOUT 6.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE
 DF0220'SOUTHWEST END OF THE BRIDGE OVER THE SAVANNAH RIVER AT AUGUSTA,
 DF0220'THENCE 0.2 MILE NORTH ALONG WHEELESS ROAD, THENCE 3.05 MILES
 DF0220'SOUTHWEST ALONG THE GEORGIA RAILROAD, 0.4 MILE SOUTHWEST OF THE
 DF0220'CROSSING OF BARTONS CHAPEL ROAD, 7.15 MILES EAST ALONG THE
 DF0220'GEORGIA RAILROAD FROM THE STATION AT GROVETOWN, NEAR MILEPOST
 DF0220'8, 67 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 DF0220'22 FEET NORTHWEST OF THE CENTER LINE OF A NARROW WOODS ROAD,
 DF0220'109 FEET WEST AND ACROSS THE TRACK FROM MILEPOST 8, 73 FEET
 DF0220'NORTH OF A TELEGRAPH POLE, 1.8 FEET SOUTHWEST OF A STEEL WITNESS
 DF0220'POST, 1 FOOT BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 DF0220'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 DF0220
 DF0220                          STATION RECOVERY (1979)
 DF0220
 DF0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0198 ***********************************************************************
 CL0198  DESIGNATION -  B 308
 CL0198  PID         -  CL0198
 CL0198  STATE/COUNTY-  GA/TATTNALL
 CL0198  USGS QUAD   -  OHOOPEE (1981)
 CL0198
 CL0198                         *CURRENT SURVEY CONTROL
 CL0198  ___________________________________________________________________
 CL0198* NAD 83(1986)-  32 14 25.     (N)    082 08 05.     (W)     SCALED    
 CL0198* NAVD 88     -        79.773  (meters)     261.72   (feet)  ADJUSTED  
 CL0198  ___________________________________________________________________
 CL0198  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL0198  DYNAMIC HT  -          79.681 (meters)     261.42  (feet)  COMP
 CL0198  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CL0198
 CL0198  VERT ORDER  -  SECOND    CLASS 0
 CL0198
 CL0198.The horizontal coordinates were scaled from a topographic map and have
 CL0198.an estimated accuracy of +/- 6 seconds.
 CL0198
 CL0198.The orthometric height was determined by differential leveling
 CL0198.and adjusted by the National Geodetic Survey in June 1991..
 CL0198
 CL0198.The geoid height was determined by GEOID03.
 CL0198
 CL0198.The dynamic height is computed by dividing the NAVD 88
 CL0198.geopotential number by the normal gravity value computed on the
 CL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0198.degrees latitude (g = 980.6199 gals.).
 CL0198
 CL0198.The modeled gravity was interpolated from observed gravity values.
 CL0198
 CL0198;                    North         East    Units  Estimated Accuracy
 CL0198;SPC GA E     -   248,360.      203,010.      MT  (+/- 180 meters Scaled)
 CL0198
 CL0198                          SUPERSEDED SURVEY CONTROL
 CL0198
 CL0198  NGVD 29 (??/??/92)   79.970  (m)          262.37   (f) ADJ UNCH    2 0
 CL0198
 CL0198.Superseded values are not recommended for survey control.
 CL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0198.See file dsdata.txt to determine how the superseded data were derived.
 CL0198
 CL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR930676(NAD 83)
 CL0198_MARKER: DB = BENCH MARK DISK
 CL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0198_STAMPING: B 308 1962
 CL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0198+STABILITY: SURFACE MOTION
 CL0198
 CL0198  HISTORY     - Date     Condition        Report By
 CL0198  HISTORY     - 1962     MONUMENTED       CGS
 CL0198
 CL0198                          STATION DESCRIPTION
 CL0198
 CL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0198'2.6 MI S FROM COBBTOWN.
 CL0198'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAYS 23 AND 121 FROM
 CL0198'THE COBBTOWN SCHOOL AT COBBTOWN, THENCE 1.8 MILES SOUTHWEST ALONG
 CL0198'A GRADED ROAD, 0.9 MILE NORTH OF A GRADED ROAD INTERSECTION, IN A
 CL0198'PINE FOREST, ABOUT 33 YARDS SOUTH OF THE SOUTHWEST CORNER OF A
 CL0198'CULTIVATED FIELD, 25 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CL0198'50 1/2 FEET EAST AND ACROSS THE ROAD FROM A RAILROAD CROSS-TIE
 CL0198'SERVING AS A FENCE POST, 1.4 FEET SOUTHWEST OF A STEEL WITNESS
 CL0198'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 CL0198'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0159 ***********************************************************************
 CL0159  DESIGNATION -  B 309
 CL0159  PID         -  CL0159
 CL0159  STATE/COUNTY-  GA/TATTNALL
 CL0159  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL0159
 CL0159                         *CURRENT SURVEY CONTROL
 CL0159  ___________________________________________________________________
 CL0159* NAD 83(1986)-  32 06 38.     (N)    082 07 14.     (W)     SCALED    
 CL0159* NAVD 88     -        39.915  (meters)     130.95   (feet)  ADJUSTED  
 CL0159  ___________________________________________________________________
 CL0159  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CL0159  DYNAMIC HT  -          39.868 (meters)     130.80  (feet)  COMP
 CL0159  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CL0159
 CL0159  VERT ORDER  -  SECOND    CLASS 0
 CL0159
 CL0159.The horizontal coordinates were scaled from a topographic map and have
 CL0159.an estimated accuracy of +/- 6 seconds.
 CL0159
 CL0159.The orthometric height was determined by differential leveling
 CL0159.and adjusted by the National Geodetic Survey in June 1991..
 CL0159
 CL0159.The geoid height was determined by GEOID03.
 CL0159
 CL0159.The dynamic height is computed by dividing the NAVD 88
 CL0159.geopotential number by the normal gravity value computed on the
 CL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0159.degrees latitude (g = 980.6199 gals.).
 CL0159
 CL0159.The modeled gravity was interpolated from observed gravity values.
 CL0159
 CL0159;                    North         East    Units  Estimated Accuracy
 CL0159;SPC GA E     -   233,980.      204,350.      MT  (+/- 180 meters Scaled)
 CL0159
 CL0159                          SUPERSEDED SURVEY CONTROL
 CL0159
 CL0159  NGVD 29 (??/??/92)   40.134  (m)          131.67   (f) ADJ UNCH    2 0
 CL0159
 CL0159.Superseded values are not recommended for survey control.
 CL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0159.See file dsdata.txt to determine how the superseded data were derived.
 CL0159
 CL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR942532(NAD 83)
 CL0159_MARKER: DB = BENCH MARK DISK
 CL0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0159_SP_SET: CULVERT
 CL0159_STAMPING: B 309 1962
 CL0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0159
 CL0159  HISTORY     - Date     Condition        Report By
 CL0159  HISTORY     - 1962     MONUMENTED       CGS
 CL0159
 CL0159                          STATION DESCRIPTION
 CL0159
 CL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0159'1.7 MI N FROM REIDSVILLE.
 CL0159'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 CL0159'REIDSVILLE, ON TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 CL0159'OF A 6-FOOT BOX CULVERT UNDER THE HIGHWAY, 33 FEET EAST OF THE CENTER
 CL0159'LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL
 CL0159'AND 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1046 ***********************************************************************
 BS1046  DESIGNATION -  B 31
 BS1046  PID         -  BS1046
 BS1046  STATE/COUNTY-  GA/WORTH
 BS1046  USGS QUAD   -  BRIDGEBORO (1988)
 BS1046
 BS1046                         *CURRENT SURVEY CONTROL
 BS1046  ___________________________________________________________________
 BS1046* NAD 83(1986)-  31 24 29.     (N)    083 59 03.     (W)     SCALED    
 BS1046* NAVD 88     -       114.459  (meters)     375.52   (feet)  ADJUSTED  
 BS1046  ___________________________________________________________________
 BS1046  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1046  DYNAMIC HT  -         114.317 (meters)     375.06  (feet)  COMP
 BS1046  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 BS1046
 BS1046  VERT ORDER  -  FIRST     CLASS II
 BS1046
 BS1046.The horizontal coordinates were scaled from a topographic map and have
 BS1046.an estimated accuracy of +/- 6 seconds.
 BS1046
 BS1046.The orthometric height was determined by differential leveling
 BS1046.and adjusted by the National Geodetic Survey in June 1991..
 BS1046
 BS1046.The geoid height was determined by GEOID03.
 BS1046
 BS1046.The dynamic height is computed by dividing the NAVD 88
 BS1046.geopotential number by the normal gravity value computed on the
 BS1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1046.degrees latitude (g = 980.6199 gals.).
 BS1046
 BS1046.The modeled gravity was interpolated from observed gravity values.
 BS1046
 BS1046;                    North         East    Units  Estimated Accuracy
 BS1046;SPC GA W     -   156,100.      717,350.      MT  (+/- 180 meters Scaled)
 BS1046
 BS1046                          SUPERSEDED SURVEY CONTROL
 BS1046
 BS1046  NGVD 29 (??/??/92)  114.615  (m)          376.03   (f) ADJ UNCH    1 2
 BS1046
 BS1046.Superseded values are not recommended for survey control.
 BS1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1046.See file dsdata.txt to determine how the superseded data were derived.
 BS1046
 BS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ162786(NAD 83)
 BS1046_MARKER: DB = BENCH MARK DISK
 BS1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1046_STAMPING: B 31 1917 ELEV 375.99
 BS1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1046+STABILITY: SURFACE MOTION
 BS1046
 BS1046  HISTORY     - Date     Condition        Report By
 BS1046  HISTORY     - 1917     MONUMENTED       CGS
 BS1046  HISTORY     - 1957     GOOD             NGS
 BS1046
 BS1046                          STATION DESCRIPTION
 BS1046
 BS1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BS1046'0.9 MI NW FROM BRIDGEBORO.
 BS1046'ABOUT 0.9 MILES NORTHWEST ALONG THE GEORGIA NORTHERN RAILWAY
 BS1046'FROM THE STATION AT BRIDGEBORO, AT THE NORTH END OF A 45-FOOT
 BS1046'TRESTLE, AT THE OUTSIDE OF A LONG CURVE WITH TANGENTS TO THE
 BS1046'NORTHEAST AND SOUTHEAST, 24 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BS1046'105 FEET NORTH OF THE NORTHWEST RAIL AT THE NORTHEAST END OF THE
 BS1046'TRESTLE, 93 FEET NORTH OF TELEPHONE POLE NUMBER 378 AND IS IN
 BS1046'LINE WITH POLES NUMBERED 377 AND 378, 1 1/2 FEET NORTH OF A
 BS1046'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 BS1046'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0088 ***********************************************************************
 DG0088  DESIGNATION -  B 31
 DG0088  PID         -  DG0088
 DG0088  STATE/COUNTY-  GA/DE KALB
 DG0088  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0088
 DG0088                         *CURRENT SURVEY CONTROL
 DG0088  ___________________________________________________________________
 DG0088* NAD 83(1994)-  33 49 21.16736(N)    084 16 31.51842(W)     ADJUSTED  
 DG0088* NAVD 88     -       294.977  (meters)     967.77   (feet)  ADJUSTED  
 DG0088  ___________________________________________________________________
 DG0088  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DG0088  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0088  DYNAMIC HT  -         294.651 (meters)     966.70  (feet)  COMP
 DG0088  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DG0088
 DG0088  HORZ ORDER  -  SECOND
 DG0088  VERT ORDER  -  FIRST     CLASS II
 DG0088
 DG0088.The horizontal coordinates were established by classical geodetic methods
 DG0088.and adjusted by the National Geodetic Survey in September 1997..
 DG0088
 DG0088.The orthometric height was determined by differential leveling
 DG0088.and adjusted by the National Geodetic Survey in June 1991..
 DG0088
 DG0088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0088
 DG0088.The geoid height was determined by GEOID03.
 DG0088
 DG0088.The dynamic height is computed by dividing the NAVD 88
 DG0088.geopotential number by the normal gravity value computed on the
 DG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0088.degrees latitude (g = 980.6199 gals.).
 DG0088
 DG0088.The modeled gravity was interpolated from observed gravity values.
 DG0088
 DG0088;                    North         East     Units Scale Factor Converg.
 DG0088;SPC GA W     -   423,827.693   689,932.842   MT  0.99990125   -0 03 37.9
 DG0088;SPC GA W     - 1,390,508.02  2,263,554.67   sFT  0.99990125   -0 03 37.9
 DG0088;UTM  16      - 3,745,819.388   752,167.314   MT  1.00038398   +1 31 02.5
 DG0088
 DG0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0088!SPC GA W     -   0.99995833  x   0.99990125  =   0.99985958
 DG0088!UTM  16      -   0.99995833  x   1.00038398  =   1.00034229
 DG0088
 DG0088|---------------------------------------------------------------------|
 DG0088| PID    Reference Object                     Distance      Geod. Az  |
 DG0088|                                                           dddmmss.s |
 DG0088| DG0089 B 32                                339.343 METERS 03610     |
 DG0088| DG0087 B 30                                339.591 METERS 21520     |
 DG0088| CZ2768 B 31 RM 2                            42.571 METERS 21801     |
 DG0088| CZ2767 B 31 RM 1                            22.104 METERS 21801     |
 DG0088|---------------------------------------------------------------------|
 DG0088
 DG0088                          SUPERSEDED SURVEY CONTROL
 DG0088
 DG0088  NAD 83(1986)-  33 49 21.16867(N)    084 16 31.51574(W) AD(       ) 2
 DG0088  NAD 27      -  33 49 20.79444(N)    084 16 31.79732(W) AD(       ) 2
 DG0088  NGVD 29 (??/??/92)  294.895  (m)          967.50   (f) ADJ UNCH    1 2
 DG0088
 DG0088.Superseded values are not recommended for survey control.
 DG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0088.See file dsdata.txt to determine how the superseded data were derived.
 DG0088
 DG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5216745819(NAD 83)
 DG0088_MARKER: DD = SURVEY DISK
 DG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0088_STAMPING: B 31
 DG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0088+STABILITY: SURFACE MOTION
 DG0088
 DG0088  HISTORY     - Date     Condition        Report By
 DG0088  HISTORY     - 1973     MONUMENTED       MARTA
 DG0088  HISTORY     - 1973     GOOD             NGS
 DG0088  HISTORY     - 20030704 MARK NOT FOUND   USPSQD
 DG0088
 DG0088                          STATION DESCRIPTION
 DG0088
 DG0088'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0088'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON NORTH SIDE OF
 DG0088'S.C.L. R/R, 8.15 FT NORTH OF NORTH RAIL, 61.5 FT N.W. OF TELEGRAPH
 DG0088'POLE, 738 FT EAST OF MILE POST 565.
 DG0088
 DG0088                          STATION RECOVERY (1973)
 DG0088
 DG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0088'3.5 MI NNE FROM DECATUR.
 DG0088'A STANDARD MARTA BRASS DISK ABOUT 4.9 MILES NORTHEAST ALONG THE
 DG0088'SEABOARD COAST LINE TRACKS FROM W. HOWARD AVE., 738 FEET EAST OF
 DG0088'MILEPOST NO. 565, 61.5 FEET NORTHWEST OF TELEGRAPH POLE, 8.15 FEET
 DG0088'NORTH OF NORTH RAIL, SET ATOP A CONCRETE POST AND FLUSH WITH
 DG0088'GROUND.
 DG0088
 DG0088                          STATION RECOVERY (2003)
 DG0088
 DG0088'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 DG0088'MARKER IS LIKELY BURIED UNDER FRESH GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0156 ***********************************************************************
 BT0156  DESIGNATION -  B 310
 BT0156  PID         -  BT0156
 BT0156  STATE/COUNTY-  GA/LEE
 BT0156  USGS QUAD   -  LEESBURG (1988)
 BT0156
 BT0156                         *CURRENT SURVEY CONTROL
 BT0156  ___________________________________________________________________
 BT0156* NAD 83(1986)-  31 38 15.     (N)    084 14 56.     (W)     SCALED    
 BT0156* NAVD 88     -        75.158  (meters)     246.58   (feet)  ADJUSTED  
 BT0156  ___________________________________________________________________
 BT0156  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BT0156  DYNAMIC HT  -          75.068 (meters)     246.29  (feet)  COMP
 BT0156  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BT0156
 BT0156  VERT ORDER  -  FIRST     CLASS I
 BT0156
 BT0156.The horizontal coordinates were scaled from a topographic map and have
 BT0156.an estimated accuracy of +/- 6 seconds.
 BT0156
 BT0156.The orthometric height was determined by differential leveling
 BT0156.and adjusted by the National Geodetic Survey in June 1991..
 BT0156
 BT0156.The geoid height was determined by GEOID03.
 BT0156
 BT0156.The dynamic height is computed by dividing the NAVD 88
 BT0156.geopotential number by the normal gravity value computed on the
 BT0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0156.degrees latitude (g = 980.6199 gals.).
 BT0156
 BT0156.The modeled gravity was interpolated from observed gravity values.
 BT0156
 BT0156;                    North         East    Units  Estimated Accuracy
 BT0156;SPC GA W     -   181,530.      692,200.      MT  (+/- 180 meters Scaled)
 BT0156
 BT0156                          SUPERSEDED SURVEY CONTROL
 BT0156
 BT0156  NGVD 29 (??/??/92)   75.293  (m)          247.02   (f) ADJ UNCH    1 1
 BT0156
 BT0156.Superseded values are not recommended for survey control.
 BT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0156.See file dsdata.txt to determine how the superseded data were derived.
 BT0156
 BT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA609035(NAD 83)
 BT0156_MARKER: DB = BENCH MARK DISK
 BT0156_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BT0156+WITH SETTING: INTO GROUND
 BT0156_STAMPING: B 310 1974
 BT0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0156+STABILITY: SURFACE MOTION
 BT0156
 BT0156  HISTORY     - Date     Condition        Report By
 BT0156  HISTORY     - 1974     MONUMENTED       NGS
 BT0156  HISTORY     - 1989     GOOD             USPSQD
 BT0156
 BT0156                          STATION DESCRIPTION
 BT0156
 BT0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0156'8.4 MI SE FROM SASSER.
 BT0156'0.05 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT
 BT0156'SASSER, THENCE 8.4 MILES ALONG U.S. HIGHWAY 82 TO THE ENTRANCE TO
 BT0156'THE DAWSON ROAD APARTMENTS, 49 FEET SOUTHWEST OF CENTER LINE OF
 BT0156'U.S. HIGHWAY 82, 35 FEET SOUTHEAST OF THE CENTER LINE OF DRIVE
 BT0156'LEADING SOUTHWEST TO THE APARTMENTS, 5.8 FEET SOUTHEAST OF THE
 BT0156'SOUTHEAST END OF BRICK DECORATOR WALL (4 1/2 BY 15) WITH SIGN
 BT0156'LETTER FOR THE APARTMENT, 1 FOOT NORTHEAST OF A CHAIN LINK FENCE,
 BT0156'1 1/2 FEET WEST OF METAL WITNESS POST WITH SIGN, ON TOP OF A 4
 BT0156'FOOT COPPER COATED STEEL ROD FLUSH WITH THE GROUND, PROTECTED BY A
 BT0156'6-INCH ORANGE BURG PIPE PROJECTING 2 INCHES AND ABOUT 3 FEET
 BT0156'ABOVE THE LEVEL OF HIGHWAY.  NOTE-- 0.9 MILE NORTHWEST OF B.M. P 309.
 BT0156
 BT0156                          STATION RECOVERY (1989)
 BT0156
 BT0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0087 ***********************************************************************
 BT0087  DESIGNATION -  B 314
 BT0087  PID         -  BT0087
 BT0087  STATE/COUNTY-  GA/DOUGHERTY
 BT0087  USGS QUAD   -  ALBANY EAST (1988)
 BT0087
 BT0087                         *CURRENT SURVEY CONTROL
 BT0087  ___________________________________________________________________
 BT0087* NAD 83(1986)-  31 34 26.     (N)    084 04 27.     (W)     SCALED    
 BT0087* NAVD 88     -        59.911  (meters)     196.56   (feet)  ADJUSTED  
 BT0087  ___________________________________________________________________
 BT0087  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0087  DYNAMIC HT  -          59.839 (meters)     196.32  (feet)  COMP
 BT0087  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BT0087
 BT0087  VERT ORDER  -  FIRST     CLASS I
 BT0087
 BT0087.The horizontal coordinates were scaled from a topographic map and have
 BT0087.an estimated accuracy of +/- 6 seconds.
 BT0087
 BT0087.The orthometric height was determined by differential leveling
 BT0087.and adjusted by the National Geodetic Survey in November 1996..
 BT0087
 BT0087.The geoid height was determined by GEOID03.
 BT0087
 BT0087.The dynamic height is computed by dividing the NAVD 88
 BT0087.geopotential number by the normal gravity value computed on the
 BT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0087.degrees latitude (g = 980.6199 gals.).
 BT0087
 BT0087.The modeled gravity was interpolated from observed gravity values.
 BT0087
 BT0087;                    North         East    Units  Estimated Accuracy
 BT0087;SPC GA W     -   174,480.      708,780.      MT  (+/- 180 meters Scaled)
 BT0087
 BT0087                          SUPERSEDED SURVEY CONTROL
 BT0087
 BT0087  NAVD 88 (06/15/91)   59.937  (m)          196.64   (f) UNKNOWN     1 1
 BT0087  NGVD 29 (??/??/92)   60.10   (m)          197.2    (f) COMPUTED    1 1
 BT0087
 BT0087.Superseded values are not recommended for survey control.
 BT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0087.See file dsdata.txt to determine how the superseded data were derived.
 BT0087
 BT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV776969(NAD 83)
 BT0087_MARKER: DB = BENCH MARK DISK
 BT0087_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BT0087+WITH SETTING: INTO GROUND
 BT0087_STAMPING: B 314 1974
 BT0087_MARK LOGO: NGS   
 BT0087_PROJECTION: FLUSH
 BT0087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0087+STABILITY: SURFACE MOTION
 BT0087_ROD/PIPE-DEPTH: 1.3  meters
 BT0087
 BT0087  HISTORY     - Date     Condition        Report By
 BT0087  HISTORY     - 1974     MONUMENTED       NGS
 BT0087  HISTORY     - 19951214 GOOD             NGS
 BT0087
 BT0087                          STATION DESCRIPTION
 BT0087
 BT0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0087'4.9 MI NW FROM ACREE.
 BT0087'4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE CROSSING OF THE
 BT0087'COUNTY LINE ROAD AT THE WEST END OF ACREE TO THE INTERSECTION OF
 BT0087'PINSON ROAD.  127.0 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 BT0087'LANE OF U.S. HIGHWAY 82, 74.0 FEET EAST OF THE NORTHEAST CORNER OF
 BT0087'BRYANTS WELDING BUILDING, 65.0 FEET WEST OF THE CENTERLINE OF
 BT0087'PINSON ROAD, 1.0 FEET EAST OF A METAL WITNESS POST, ON A COPPER
 BT0087'COATED STEEL ROD SET 4 FEET IN THE GROUND, 2 INCHES BELOW THE LEVEL
 BT0087'OF THE GROUND AND PROTECTED BY A 6 INCH ORANGEBURG PIPE WHICH IS
 BT0087'FLUSH WITH THE GROUND.  ABOUT 3 FEET BELOW THE LEVEL OF THE
 BT0087'HIGHWAY.  ALSO THE MARK IS 1.0 MILES NORTH ALONG PINSON ROAD FROM
 BT0087'J 172.
 BT0087
 BT0087                          STATION RECOVERY (1995)
 BT0087
 BT0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0087'MARK IS ABOUT 3 MILES (4.8 KM) EAST OF ALBANY, 1.25 MILE (2.01 KM)
 BT0087'EAST ALONG US 82 (SYLVESTER HWY) FROM MOCK ROAD TO THE MARK ON THE
 BT0087'RIGHT, OR 4.9 MILES (7.9 KM) NW AND WEST ALONG SAME FROM
 BT0087'WORTH-DOUGHERTY COUNTY LINE, IN SAND PARKING AND STORAGE AREA FOR
 BT0087'SOUTHERN MOBILE HOME PRODUCTS, NUMBER 2920, SOUTH ACROSS HWY FROM
 BT0087'MERCER HOMES, AT THE SW QUADRANT OF PINSON RD, 101.7 FT (31.0 M) SOUTH
 BT0087'OF SOUTH CURB OF HWY, 91.5 FT (27.9 M) WSW OF HYDRANT ACROSS PINSON
 BT0087'RD, 83 FT (25.3 M) SOUTH OF POLE 62 BY THE HWY, 81 FT (24.7 M) SW OF A
 BT0087'MANHOLE, 77.5 FT (23.6 M) SOUTH OF SOUTH EDGE BELL TEL BOX, 74.3 FT
 BT0087'(22.6 M) EAST OF NE CORNER OF WHITE FRAME OFFICE BLDG, 73.8 FT (22.5
 BT0087'M) SOUTH OF SOUTHERN BELL WOOD POST 4, 64.6 FT (19.7 M) WEST OF PINSON
 BT0087'ROAD, 54.5 FT (16.6 M) SOUTH OF A POLE WITH TRANSFORMER, 42.9 FT (13.1
 BT0087'M) ESE OF AN AREA LIGHT POLE, 31 FT (9.4 M) SOUTH OF SOUTH EDGE OF
 BT0087'ASPHALT DRIVE, 0.3 FT (9.1 CM) BELOW COVER OF 1-METER LONG WATER VALVE
 BT0087'BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1176 ***********************************************************************
 BS1176  DESIGNATION -  B 315
 BS1176  PID         -  BS1176
 BS1176  STATE/COUNTY-  GA/TIFT
 BS1176  USGS QUAD   -  TIFTON WEST (1988)
 BS1176
 BS1176                         *CURRENT SURVEY CONTROL
 BS1176  ___________________________________________________________________
 BS1176* NAD 83(1986)-  31 26 19.     (N)    083 33 43.     (W)     SCALED    
 BS1176* NAVD 88     -        81.763  (meters)     268.25   (feet)  ADJUSTED  
 BS1176  ___________________________________________________________________
 BS1176  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BS1176  DYNAMIC HT  -          81.665 (meters)     267.93  (feet)  COMP
 BS1176  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BS1176
 BS1176  VERT ORDER  -  FIRST     CLASS I
 BS1176
 BS1176.The horizontal coordinates were scaled from a topographic map and have
 BS1176.an estimated accuracy of +/- 6 seconds.
 BS1176
 BS1176.The orthometric height was determined by differential leveling
 BS1176.and adjusted by the National Geodetic Survey in June 1991..
 BS1176
 BS1176.The geoid height was determined by GEOID03.
 BS1176
 BS1176.The dynamic height is computed by dividing the NAVD 88
 BS1176.geopotential number by the normal gravity value computed on the
 BS1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1176.degrees latitude (g = 980.6199 gals.).
 BS1176
 BS1176.The modeled gravity was interpolated from observed gravity values.
 BS1176
 BS1176;                    North         East    Units  Estimated Accuracy
 BS1176;SPC GA W     -   159,630.      757,480.      MT  (+/- 180 meters Scaled)
 BS1176
 BS1176                          SUPERSEDED SURVEY CONTROL
 BS1176
 BS1176  NGVD 29 (??/??/92)   81.950  (m)          268.86   (f) ADJ UNCH    1 1
 BS1176
 BS1176.Superseded values are not recommended for survey control.
 BS1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1176.See file dsdata.txt to determine how the superseded data were derived.
 BS1176
 BS1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ565810(NAD 83)
 BS1176_MARKER: DB = BENCH MARK DISK
 BS1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1176_SP_SET: ABUTMENT
 BS1176_STAMPING: B 315 1974
 BS1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1176
 BS1176  HISTORY     - Date     Condition        Report By
 BS1176  HISTORY     - 1974     MONUMENTED       NGS
 BS1176
 BS1176                          STATION DESCRIPTION
 BS1176
 BS1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1176'3.3 MI NW FROM TIFTON.
 BS1176'2.25 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BS1176'UNION STATION AT TIFTON, THENCE 0.25 MILES SOUTH ALONG A PAVED
 BS1176'ROAD TO THE JUNCTION OF U.S. HIGHWAY 82, THENCE 0.8 MILES WEST
 BS1176'ALONG U.S. HIGHWAY 82 TO THE MOST WESTERLY ONE OF 3 BRIDGES
 BS1176'ACROSS LITTLE CREEK.  SET IN THE TOP OF THE NORTH CONCRETE
 BS1176'ABUTMENT AT THE NORTH EAST END OF THE BRIDGE.  15.0 FEET NORTH
 BS1176'WEST OF THE CENTERLINE OF U.S. HIGHWAY 82.  ABOUT LEVEL WITH
 BS1176'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1159 ***********************************************************************
 BS1159  DESIGNATION -  B 316
 BS1159  PID         -  BS1159
 BS1159  STATE/COUNTY-  GA/BERRIEN
 BS1159  USGS QUAD   -  ALAPAHA (1977)
 BS1159
 BS1159                         *CURRENT SURVEY CONTROL
 BS1159  ___________________________________________________________________
 BS1159* NAD 83(1986)-  31 22 39.     (N)    083 09 39.     (W)     SCALED    
 BS1159* NAVD 88     -        83.325  (meters)     273.38   (feet)  ADJUSTED  
 BS1159  ___________________________________________________________________
 BS1159  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BS1159  DYNAMIC HT  -          83.225 (meters)     273.05  (feet)  COMP
 BS1159  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 BS1159
 BS1159  VERT ORDER  -  FIRST     CLASS I
 BS1159
 BS1159.The horizontal coordinates were scaled from a topographic map and have
 BS1159.an estimated accuracy of +/- 6 seconds.
 BS1159
 BS1159.The orthometric height was determined by differential leveling
 BS1159.and adjusted by the National Geodetic Survey in June 1991..
 BS1159
 BS1159.The geoid height was determined by GEOID03.
 BS1159
 BS1159.The dynamic height is computed by dividing the NAVD 88
 BS1159.geopotential number by the normal gravity value computed on the
 BS1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1159.degrees latitude (g = 980.6199 gals.).
 BS1159
 BS1159.The modeled gravity was interpolated from observed gravity values.
 BS1159
 BS1159;                    North         East    Units  Estimated Accuracy
 BS1159;SPC GA W     -   153,140.      795,670.      MT  (+/- 180 meters Scaled)
 BS1159
 BS1159                          SUPERSEDED SURVEY CONTROL
 BS1159
 BS1159  NGVD 29 (??/??/92)   83.537  (m)          274.07   (f) ADJ UNCH    1 1
 BS1159
 BS1159.Superseded values are not recommended for survey control.
 BS1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1159.See file dsdata.txt to determine how the superseded data were derived.
 BS1159
 BS1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ945734(NAD 83)
 BS1159_MARKER: DB = BENCH MARK DISK
 BS1159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1159_SP_SET: 4 FEET
 BS1159_STAMPING: B 316 1974
 BS1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1159
 BS1159  HISTORY     - Date     Condition        Report By
 BS1159  HISTORY     - 1974     MONUMENTED       NGS
 BS1159
 BS1159                          STATION DESCRIPTION
 BS1159
 BS1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1159'4 MI SE FROM ALAPAHA.
 BS1159'0.25 MILE NORTH ALONG STATE HIGHWAY 11 AND U.S. HIGHWAY 129 FROM
 BS1159'THE POST OFFICE AT ALAPAHA, TO THE JUNCTION OF U.S. HIGHWAY 82,
 BS1159'THENCE 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 TO THE CROSSING
 BS1159'OF A NORTH-SOUTH DIRT ROAD, 52 SOUTH OF CENTER LINE OF U.S. HIGHWAY
 BS1159'82, 55 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 2.0 FEET
 BS1159'EAST OF A POWER LINE POLE WITH DOUBLE GUY WIRES, 1.0 FOOT WEST
 BS1159'OF METAL WITNESS POST WITH SIGN, ON TOP OF A 4-FOOT COPPER COATED
 BS1159'STEEL ROD SET 4-FEET IN THE GROUND AND 2 INCHES BELOW THE GROUND
 BS1159'LEVEL, PROTECTED BY A 6-INCH ORANGEBURG PIPE PROJECTING 4-INCHES
 BS1159'AND ABOUT 1-FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1117 ***********************************************************************
 BS1117  DESIGNATION -  B 317
 BS1117  PID         -  BS1117
 BS1117  STATE/COUNTY-  GA/ATKINSON
 BS1117  USGS QUAD   -  KIRKLAND (1987)
 BS1117
 BS1117                         *CURRENT SURVEY CONTROL
 BS1117  ___________________________________________________________________
 BS1117* NAD 83(1986)-  31 18 38.     (N)    082 55 30.     (W)     SCALED    
 BS1117* NAVD 88     -        66.582  (meters)     218.44   (feet)  ADJUSTED  
 BS1117  ___________________________________________________________________
 BS1117  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS1117  DYNAMIC HT  -          66.502 (meters)     218.18  (feet)  COMP
 BS1117  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 BS1117
 BS1117  VERT ORDER  -  FIRST     CLASS I
 BS1117
 BS1117.The horizontal coordinates were scaled from a topographic map and have
 BS1117.an estimated accuracy of +/- 6 seconds.
 BS1117
 BS1117.The orthometric height was determined by differential leveling
 BS1117.and adjusted by the National Geodetic Survey in June 1991..
 BS1117
 BS1117.The geoid height was determined by GEOID03.
 BS1117
 BS1117.The dynamic height is computed by dividing the NAVD 88
 BS1117.geopotential number by the normal gravity value computed on the
 BS1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1117.degrees latitude (g = 980.6199 gals.).
 BS1117
 BS1117.The modeled gravity was interpolated from observed gravity values.
 BS1117
 BS1117;                    North         East    Units  Estimated Accuracy
 BS1117;SPC GA E     -   145,530.      127,820.      MT  (+/- 180 meters Scaled)
 BS1117
 BS1117                          SUPERSEDED SURVEY CONTROL
 BS1117
 BS1117  NGVD 29 (??/??/92)   66.816  (m)          219.21   (f) ADJ UNCH    1 1
 BS1117
 BS1117.Superseded values are not recommended for survey control.
 BS1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1117.See file dsdata.txt to determine how the superseded data were derived.
 BS1117
 BS1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ168656(NAD 83)
 BS1117_MARKER: DB = BENCH MARK DISK
 BS1117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1117_SP_SET: 24 FEET
 BS1117_STAMPING: B 317 1974
 BS1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1117
 BS1117  HISTORY     - Date     Condition        Report By
 BS1117  HISTORY     - 1974     MONUMENTED       NGS
 BS1117
 BS1117                          STATION DESCRIPTION
 BS1117
 BS1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1117'0.9 MI W FROM KIRKLAND.
 BS1117'0.9 MILES WEST ALONG U.S. HIGHWAY 82 FROM THE STATION SIGN AND
 BS1117'ROAD CROSSING AT KIRKLAND.  155.5 FEET NORTH AND ACROSS U.S.
 BS1117'HIGHWAY 82 FROM THE NORTH RAIL OF THE SEABOARD COAST LINE
 BS1117'RAILROAD, 78.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82,
 BS1117'106.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK CARPORT,
 BS1117'52.0 FEET NORTHWEST OF THE WEST END OF A 30 INCH CONCRETE PIPE
 BS1117'CULVERT UNDER THE DRIVEWAY TO A BRICK HOUSE AND CARPORT, 1.3 FEET
 BS1117'NORTHEAST OF A WOODEN POLE FOR AN UNDERGROUND TELEPHONE LINE.
 BS1117'3 FEET BELOW THE LEVEL OF THE TRACK, 2 FEET BELOW THE LEVEL OF
 BS1117'THE HIGHWAY.  ON TOP OF A COPPER COATED STEEL ROD 3 INCHES BELOW
 BS1117'THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH
 BS1117'PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 24.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0055 ***********************************************************************
 BS0055  DESIGNATION -  B 318
 BS0055  PID         -  BS0055
 BS0055  STATE/COUNTY-  GA/WARE
 BS0055  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0055
 BS0055                         *CURRENT SURVEY CONTROL
 BS0055  ___________________________________________________________________
 BS0055* NAD 83(1986)-  31 12 40.     (N)    082 20 43.     (W)     SCALED    
 BS0055* NAVD 88     -        41.414  (meters)     135.87   (feet)  ADJUSTED  
 BS0055  ___________________________________________________________________
 BS0055  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BS0055  DYNAMIC HT  -          41.364 (meters)     135.71  (feet)  COMP
 BS0055  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 BS0055
 BS0055  VERT ORDER  -  FIRST     CLASS I
 BS0055
 BS0055.The horizontal coordinates were scaled from a topographic map and have
 BS0055.an estimated accuracy of +/- 6 seconds.
 BS0055
 BS0055.The orthometric height was determined by differential leveling
 BS0055.and adjusted by the National Geodetic Survey in June 1991..
 BS0055
 BS0055.The geoid height was determined by GEOID03.
 BS0055
 BS0055.The dynamic height is computed by dividing the NAVD 88
 BS0055.geopotential number by the normal gravity value computed on the
 BS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0055.degrees latitude (g = 980.6199 gals.).
 BS0055
 BS0055.The modeled gravity was interpolated from observed gravity values.
 BS0055
 BS0055;                    North         East    Units  Estimated Accuracy
 BS0055;SPC GA E     -   134,270.      182,980.      MT  (+/- 180 meters Scaled)
 BS0055
 BS0055                          SUPERSEDED SURVEY CONTROL
 BS0055
 BS0055  NGVD 29 (??/??/92)   41.686  (m)          136.76   (f) ADJ UNCH    1 1
 BS0055
 BS0055.Superseded values are not recommended for survey control.
 BS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0055.See file dsdata.txt to determine how the superseded data were derived.
 BS0055
 BS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ718537(NAD 83)
 BS0055_MARKER: DB = BENCH MARK DISK
 BS0055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0055_SP_SET: 43 FEET
 BS0055_STAMPING: B 318 1974
 BS0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0055
 BS0055  HISTORY     - Date     Condition        Report By
 BS0055  HISTORY     - 1974     MONUMENTED       NGS
 BS0055  HISTORY     - 1975     GOOD             NGS
 BS0055
 BS0055                          STATION DESCRIPTION
 BS0055
 BS0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS0055'0.6 MI S FROM WAYCROSS.
 BS0055'0.65 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE COURTHOUSE
 BS0055'AT WAYCROSS TO SATTILLA BLVD. AND MEMORIAL STADIUM.  SET AT THE
 BS0055'NORTHWEST END AND BETWEEN THE LAST TWO COLUMNS OF THE STADIUM.
 BS0055'0.05 MILE NORTH OF U.S. HIGHWAY 1.  124.0 FEET EAST OF THE
 BS0055'CENTERLINE OF DEWY STREET, 8.2 FEET SOUTH OF THE MOST NORTHERLY
 BS0055'CONCRETE COLUMN.  SET ON TOP OF A COPPER COATED STEEL ROD, 2 INCHES
 BS0055'BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE
 BS0055'FLUSH WITH THE GROUND, AND ABOUT 2.0 FEET ABOVE THE LEVEL OF DEWY
 BS0055'STREET.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 43.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0783 ***********************************************************************
 BC0783  DESIGNATION -  B 319
 BC0783  PID         -  BC0783
 BC0783  STATE/COUNTY-  GA/CHARLTON
 BC0783  USGS QUAD   -  BOULOGNE (1992)
 BC0783
 BC0783                         *CURRENT SURVEY CONTROL
 BC0783  ___________________________________________________________________
 BC0783* NAD 83(1986)-  30 50 29.     (N)    081 54 18.     (W)     SCALED    
 BC0783* NAVD 88     -         3.454  (meters)      11.33   (feet)  ADJUSTED  
 BC0783  ___________________________________________________________________
 BC0783  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BC0783  DYNAMIC HT  -           3.449 (meters)      11.32  (feet)  COMP
 BC0783  MODELED GRAV-     979,397.6   (mgal)                       NAVD 88
 BC0783
 BC0783  VERT ORDER  -  FIRST     CLASS I
 BC0783
 BC0783.The horizontal coordinates were scaled from a topographic map and have
 BC0783.an estimated accuracy of +/- 6 seconds.
 BC0783
 BC0783.The orthometric height was determined by differential leveling
 BC0783.and adjusted by the National Geodetic Survey in June 1991..
 BC0783
 BC0783.The geoid height was determined by GEOID03.
 BC0783
 BC0783.The dynamic height is computed by dividing the NAVD 88
 BC0783.geopotential number by the normal gravity value computed on the
 BC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0783.degrees latitude (g = 980.6199 gals.).
 BC0783
 BC0783.The modeled gravity was interpolated from observed gravity values.
 BC0783
 BC0783;                    North         East    Units  Estimated Accuracy
 BC0783;SPC GA E     -    93,300.      225,030.      MT  (+/- 180 meters Scaled)
 BC0783
 BC0783                          SUPERSEDED SURVEY CONTROL
 BC0783
 BC0783.No superseded survey control is available for this station.
 BC0783
 BC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ134123(NAD 83)
 BC0783_MARKER: DB = BENCH MARK DISK
 BC0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0783_SP_SET: CULVERT
 BC0783_STAMPING: B 319 1974
 BC0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0783+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 BC0783
 BC0783  HISTORY     - Date     Condition        Report By
 BC0783  HISTORY     - 1974     MONUMENTED       NGS
 BC0783  HISTORY     - 1975     GOOD             NGS
 BC0783  HISTORY     - 20030916 GOOD             GADT
 BC0783
 BC0783                          STATION DESCRIPTION
 BC0783
 BC0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0783'6.2 MI SE FROM FOLKSTON.
 BC0783'6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE
 BC0783'AT FOLKSTON.  0.15 MILES NORTHWEST OF THE CAMDEN COUNTY LINE.
 BC0783'SET IN THE TOP OF THE NORTHEAST END OF THE NORTH CONCRETE HEADWALL
 BC0783'OF AN 8.0 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  30.0
 BC0783'FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 40 AND ABOUT
 BC0783'3.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BC0783
 BC0783                          STATION RECOVERY (2003)
 BC0783
 BC0783'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0781 ***********************************************************************
 BS0781  DESIGNATION -  B 32
 BS0781  PID         -  BS0781
 BS0781  STATE/COUNTY-  GA/BROOKS
 BS0781  USGS QUAD   -  BERLIN EAST (1988)
 BS0781
 BS0781                         *CURRENT SURVEY CONTROL
 BS0781  ___________________________________________________________________
 BS0781* NAD 83(1986)-  31 00 34.     (N)    083 33 52.     (W)     SCALED    
 BS0781* NAVD 88     -        78.177  (meters)     256.49   (feet)  ADJUSTED  
 BS0781  ___________________________________________________________________
 BS0781  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BS0781  DYNAMIC HT  -          78.078 (meters)     256.16  (feet)  COMP
 BS0781  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 BS0781  OBS GRAVITY -     979,386.0   (mgal)                       GRAV_OBS
 BS0781
 BS0781  VERT ORDER  -  FIRST     CLASS I
 BS0781
 BS0781.The horizontal coordinates were scaled from a topographic map and have
 BS0781.an estimated accuracy of +/- 6 seconds.
 BS0781
 BS0781.The orthometric height was determined by differential leveling
 BS0781.and adjusted by the National Geodetic Survey in June 1991..
 BS0781
 BS0781.The geoid height was determined by GEOID03.
 BS0781
 BS0781.The dynamic height is computed by dividing the NAVD 88
 BS0781.geopotential number by the normal gravity value computed on the
 BS0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0781.degrees latitude (g = 980.6199 gals.).
 BS0781
 BS0781.The modeled gravity was interpolated from observed gravity values.
 BS0781.The observed gravity was obtained from relative gravimeter ties
 BS0781.to the IGSN71 gravity network.
 BS0781
 BS0781;                    North         East    Units  Estimated Accuracy
 BS0781;SPC GA W     -   112,050.      757,500.      MT  (+/- 180 meters Scaled)
 BS0781
 BS0781                          SUPERSEDED SURVEY CONTROL
 BS0781
 BS0781  NGVD 29 (??/??/92)   78.370  (m)          257.12   (f) ADJ UNCH    1 1
 BS0781
 BS0781.Superseded values are not recommended for survey control.
 BS0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0781.See file dsdata.txt to determine how the superseded data were derived.
 BS0781
 BS0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ551334(NAD 83)
 BS0781_MARKER: DB = BENCH MARK DISK
 BS0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0781_STAMPING: B 32 1917 ELEV 257 49
 BS0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0781+STABILITY: SURFACE MOTION
 BS0781
 BS0781  HISTORY     - Date     Condition        Report By
 BS0781  HISTORY     - 1917     MONUMENTED       CGS
 BS0781  HISTORY     - 1957     GOOD             NGS
 BS0781  HISTORY     - 1973     GOOD             NGS
 BS0781
 BS0781                          STATION DESCRIPTION
 BS0781
 BS0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BS0781'6 MI   NW FROM MORVEN.
 BS0781'ABOUT 6.05 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE
 BS0781'INTERSECTION OF STATE HIGHWAY 76 AT MORVEN, ABOUT 0.45 MILE
 BS0781'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 94 AND STATE
 BS0781'HIGHWAY 122, ALONG AN EAST-WEST GRADED ROAD, 136 YARDS WEST OF
 BS0781'THE CENTER LINE OF STATE HIGHWAY 94, 27 FEET SOUTH OF THE CENTER
 BS0781'LINE OF THE GRADED ROAD, 128 FEET WEST OF THE T JUNCTION FORMED BY
 BS0781'EAST-WEST GRADED ROAD AND GRADED ROAD LEADING SOUTHEAST, 24 FEET
 BS0781'NORTHEAST OF THE CENTER LINE OF AN ABANDONED RAILROAD BED, 65
 BS0781'FEET NORTH OF A 12-INCH OAK TREE GROWING IN OLD RAILROAD BED, 2
 BS0781'FEET EAST OF A WHITE CONCRETE WITNESS POST, 2 FEET ABOVE THE
 BS0781'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0781'3 INCHES.
 BS0781
 BS0781                          STATION RECOVERY (1973)
 BS0781
 BS0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BS0781'ABOUT 5.9 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 BS0781'OF STATE HIGHWAYS 94 AND 76 AT MORVEN, THENCE 0.1 MILE WEST ALONG A
 BS0781'DIRT ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 135 FEET
 BS0781'WEST OF THE CENTER OF A JUNCTION OF THE DIRT ROAD AND A DIRT ROAD
 BS0781'LEADING SOUTHEAST, SOUTHEAST AND ACROSS THE DIRT ROAD FROM AN OLD
 BS0781'BUILDING SITE AT WHICH 3 SMALL OUT-BUILDINGS REMAIN, 101 1/2 FEET EAST
 BS0781'OF A FENCE CORNER POST, 65 FEET NORTHWEST OF A 16-INCH OAK TREE, 0.5
 BS0781'FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 BS0781'THE DIRT ROAD AND ON THE TOP OF THE SOUTH BANK OF A CUT FOR THE ROAD,
 BS0781'SET IN THE TOP OF A PRE-CAST CONCRETE POST THAT PROJECTS 4 INCHES
 BS0781'ABOVE THE GROUND.  NOTE-- THE POST IS BADLY CHIPPED BUT APPEARS TO BE
 BS0781'SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0089 ***********************************************************************
 DG0089  DESIGNATION -  B 32
 DG0089  PID         -  DG0089
 DG0089  STATE/COUNTY-  GA/DE KALB
 DG0089  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0089
 DG0089                         *CURRENT SURVEY CONTROL
 DG0089  ___________________________________________________________________
 DG0089* NAD 83(1994)-  33 49 30.05907(N)    084 16 23.73134(W)     ADJUSTED  
 DG0089* NAVD 88     -       296.873  (meters)     973.99   (feet)  ADJUSTED  
 DG0089  ___________________________________________________________________
 DG0089  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DG0089  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0089  DYNAMIC HT  -         296.545 (meters)     972.91  (feet)  COMP
 DG0089  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 DG0089
 DG0089  HORZ ORDER  -  SECOND
 DG0089  VERT ORDER  -  FIRST     CLASS II
 DG0089
 DG0089.The horizontal coordinates were established by classical geodetic methods
 DG0089.and adjusted by the National Geodetic Survey in September 1997..
 DG0089
 DG0089.The orthometric height was determined by differential leveling
 DG0089.and adjusted by the National Geodetic Survey in June 1991..
 DG0089
 DG0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0089
 DG0089.The geoid height was determined by GEOID03.
 DG0089
 DG0089.The dynamic height is computed by dividing the NAVD 88
 DG0089.geopotential number by the normal gravity value computed on the
 DG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0089.degrees latitude (g = 980.6199 gals.).
 DG0089
 DG0089.The modeled gravity was interpolated from observed gravity values.
 DG0089
 DG0089;                    North         East     Units Scale Factor Converg.
 DG0089;SPC GA W     -   424,101.418   690,133.356   MT  0.99990120   -0 03 33.6
 DG0089;SPC GA W     - 1,391,406.07  2,264,212.52   sFT  0.99990120   -0 03 33.6
 DG0089;UTM  16      - 3,746,098.665   752,360.308   MT  1.00038518   +1 31 07.2
 DG0089
 DG0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0089!SPC GA W     -   0.99995803  x   0.99990120  =   0.99985923
 DG0089!UTM  16      -   0.99995803  x   1.00038518  =   1.00034319
 DG0089
 DG0089|---------------------------------------------------------------------|
 DG0089| PID    Reference Object                     Distance      Geod. Az  |
 DG0089|                                                           dddmmss.s |
 DG0089| DG0090 B 33                                237.816 METERS 03608     |
 DG0089| DG0088 B 31                                339.343 METERS 21610     |
 DG0089| CZ2770 B 32 RM 2                            53.041 METERS 21619     |
 DG0089| CZ2769 B 32 RM 1                            25.034 METERS 21619     |
 DG0089|---------------------------------------------------------------------|
 DG0089
 DG0089                          SUPERSEDED SURVEY CONTROL
 DG0089
 DG0089  NAD 83(1986)-  33 49 30.06038(N)    084 16 23.72858(W) AD(       ) 2
 DG0089  NAD 27      -  33 49 29.68583(N)    084 16 24.01008(W) AD(       ) 2
 DG0089  NGVD 29 (??/??/92)  296.791  (m)          973.72   (f) ADJ UNCH    1 2
 DG0089
 DG0089.Superseded values are not recommended for survey control.
 DG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0089.See file dsdata.txt to determine how the superseded data were derived.
 DG0089
 DG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5236046099(NAD 83)
 DG0089_MARKER: DD = SURVEY DISK
 DG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0089_STAMPING: B 32
 DG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0089+STABILITY: SURFACE MOTION
 DG0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG0089+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2003
 DG0089
 DG0089  HISTORY     - Date     Condition        Report By
 DG0089  HISTORY     - 1973     MONUMENTED       MARTA
 DG0089  HISTORY     - 1973     GOOD             NGS
 DG0089  HISTORY     - 20030704 GOOD             USPSQD
 DG0089
 DG0089                          STATION DESCRIPTION
 DG0089
 DG0089'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0089'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON NORTH SIDE
 DG0089'OF S.C.L. R/R 7.5 FT NORTH OF NORTH RAIL, 1.65 FT WEST OF BATTERY
 DG0089'BOX, 43.5 FT WEST OF WEST END OF OVERPASS OVER PANGBORN RD.
 DG0089
 DG0089                          STATION RECOVERY (1973)
 DG0089
 DG0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0089'3.7 MI NNE FROM DECATUR.
 DG0089'A STANDARD MARTA BRASS DISK, ABOUT 5.2 MILES NORTHEAST ALONG
 DG0089'SEABOARD COAST LINE RAILROAD TRACKS FROM W. HOWARD AVE., 43.5
 DG0089'FEET WEST OF WEST END OF OVERPASS OVER PANGBORN RD., 7.5 FEET
 DG0089'NORTH OF NORTH RAIL, 1.65 FEET WEST OF A BATTERY BOX.  THE MARK
 DG0089'IS SET ATOP A CONCRETE POST AND FLUSH WITH THE GROUND.
 DG0089
 DG0089                          STATION RECOVERY (2003)
 DG0089
 DG0089'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 DG0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1134 ***********************************************************************
 BS1134  DESIGNATION -  B 320
 BS1134  PID         -  BS1134
 BS1134  STATE/COUNTY-  GA/BERRIEN
 BS1134  USGS QUAD   -  HASTINGS FISH POND (1977)
 BS1134
 BS1134                         *CURRENT SURVEY CONTROL
 BS1134  ___________________________________________________________________
 BS1134* NAD 83(1986)-  31 14 15.     (N)    083 05 40.     (W)     SCALED    
 BS1134* NAVD 88     -        66.640  (meters)     218.63   (feet)  ADJUSTED  
 BS1134  ___________________________________________________________________
 BS1134  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1134  DYNAMIC HT  -          66.559 (meters)     218.37  (feet)  COMP
 BS1134  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BS1134
 BS1134  VERT ORDER  -  FIRST     CLASS I
 BS1134
 BS1134.The horizontal coordinates were scaled from a topographic map and have
 BS1134.an estimated accuracy of +/- 6 seconds.
 BS1134
 BS1134.The orthometric height was determined by differential leveling
 BS1134.and adjusted by the National Geodetic Survey in June 1991..
 BS1134
 BS1134.The geoid height was determined by GEOID03.
 BS1134
 BS1134.The dynamic height is computed by dividing the NAVD 88
 BS1134.geopotential number by the normal gravity value computed on the
 BS1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1134.degrees latitude (g = 980.6199 gals.).
 BS1134
 BS1134.The modeled gravity was interpolated from observed gravity values.
 BS1134
 BS1134;                    North         East    Units  Estimated Accuracy
 BS1134;SPC GA W     -   137,680.      802,140.      MT  (+/- 180 meters Scaled)
 BS1134
 BS1134                          SUPERSEDED SURVEY CONTROL
 BS1134
 BS1134.No superseded survey control is available for this station.
 BS1134
 BS1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ005578(NAD 83)
 BS1134_MARKER: DB = BENCH MARK DISK
 BS1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1134_SP_SET: CULVERT
 BS1134_STAMPING: B 320 1975
 BS1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1134
 BS1134  HISTORY     - Date     Condition        Report By
 BS1134  HISTORY     - 1975     MONUMENTED       NGS
 BS1134
 BS1134                          STATION DESCRIPTION
 BS1134
 BS1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS1134'8.5 MI SW FROM WILLACOOCHEE.
 BS1134'7.55 MILES SOUTHWEST ALONG STATE HIGHWAY 135 FROM THE POST OFFICE
 BS1134'AT WILLACOOCHEE, THENCE 0.95 MILE WEST ALONG STATE HIGHWAY 76, 16
 BS1134'FEET SOUTH OF CENTERLINE OF HIGHWAY, SET IN TOP OF THE EAST END
 BS1134'OF THE SOUTH CONCRETE HEADWALL OF A 20-FOOT CONCRETE BOX CULVERT
 BS1134'UNDER THE HIGHWAY, AND ABOUT 1-FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1812 ***********************************************************************
 BD1812  DESIGNATION -  B 321
 BD1812  PID         -  BD1812
 BD1812  STATE/COUNTY-  GA/BROOKS
 BD1812  USGS QUAD   -  QUITMAN (1987)
 BD1812
 BD1812                         *CURRENT SURVEY CONTROL
 BD1812  ___________________________________________________________________
 BD1812* NAD 83(1986)-  30 49 26.     (N)    083 31 39.     (W)     SCALED    
 BD1812* NAVD 88     -        62.403  (meters)     204.73   (feet)  ADJUSTED  
 BD1812  ___________________________________________________________________
 BD1812  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BD1812  DYNAMIC HT  -          62.323 (meters)     204.47  (feet)  COMP
 BD1812  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 BD1812
 BD1812  VERT ORDER  -  FIRST     CLASS I
 BD1812
 BD1812.The horizontal coordinates were scaled from a topographic map and have
 BD1812.an estimated accuracy of +/- 6 seconds.
 BD1812
 BD1812.The orthometric height was determined by differential leveling
 BD1812.and adjusted by the National Geodetic Survey in June 1991..
 BD1812
 BD1812.The geoid height was determined by GEOID03.
 BD1812
 BD1812.The dynamic height is computed by dividing the NAVD 88
 BD1812.geopotential number by the normal gravity value computed on the
 BD1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1812.degrees latitude (g = 980.6199 gals.).
 BD1812
 BD1812.The modeled gravity was interpolated from observed gravity values.
 BD1812
 BD1812;                    North         East    Units  Estimated Accuracy
 BD1812;SPC GA W     -    91,500.      761,150.      MT  (+/- 180 meters Scaled)
 BD1812
 BD1812                          SUPERSEDED SURVEY CONTROL
 BD1812
 BD1812.No superseded survey control is available for this station.
 BD1812
 BD1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ582128(NAD 83)
 BD1812_MARKER: DB = BENCH MARK DISK
 BD1812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD1812_SP_SET: 15 FEET
 BD1812_STAMPING: B 321 1975
 BD1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD1812
 BD1812  HISTORY     - Date     Condition        Report By
 BD1812  HISTORY     - 1975     MONUMENTED       NGS
 BD1812
 BD1812                          STATION DESCRIPTION
 BD1812
 BD1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1812'3.6 MI NE FROM QUITMAN.
 BD1812'ABOUT 0.45 MILES EAST ALONG U.S. HWY. 84 FROM THE COURTHOUSE
 BD1812'AT QUITMAN, 3.2 MILES NORTHEAST ALONG STATE HWY. 76, 49 FT.
 BD1812'EAST OF CENTERLINE OF HWY., 38 FT. SOUTH OF FENCE CORNER POST,
 BD1812'32 FT. SOUTH OF CENTERLINE OF GATE AND FIELD ROAD, 3.3 FT.
 BD1812'WEST OF POWER LINE POLE, 1 1/2 FT. WEST OF FENCE, ON TOP OF
 BD1812'A COPPER COATED STEEL ROD PROJECTING 1 IN. AND PROTECTED BY
 BD1812'A 6 IN. PLASTIC PIPE PROJECTED 3 IN., AND ABOUT 2 1/2 FT. ABOVE
 BD1812'THE LEVEL OF THE HIGHWAY.  THE ROD WAS DRIVEN TO REFUSAL AT
 BD1812'15 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1214 ***********************************************************************
 BS1214  DESIGNATION -  B 322
 BS1214  PID         -  BS1214
 BS1214  STATE/COUNTY-  GA/COLQUITT
 BS1214  USGS QUAD   -  BERLIN EAST (1988)
 BS1214
 BS1214                         *CURRENT SURVEY CONTROL
 BS1214  ___________________________________________________________________
 BS1214* NAD 83(1986)-  31 03 59.     (N)    083 36 46.     (W)     SCALED    
 BS1214* NAVD 88     -        75.095  (meters)     246.37   (feet)  ADJUSTED  
 BS1214  ___________________________________________________________________
 BS1214  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BS1214  DYNAMIC HT  -          75.001 (meters)     246.07  (feet)  COMP
 BS1214  MODELED GRAV-     979,397.4   (mgal)                       NAVD 88
 BS1214
 BS1214  VERT ORDER  -  FIRST     CLASS I
 BS1214
 BS1214.The horizontal coordinates were scaled from a topographic map and have
 BS1214.an estimated accuracy of +/- 6 seconds.
 BS1214
 BS1214.The orthometric height was determined by differential leveling
 BS1214.and adjusted by the National Geodetic Survey in June 1991..
 BS1214
 BS1214.The geoid height was determined by GEOID03.
 BS1214
 BS1214.The dynamic height is computed by dividing the NAVD 88
 BS1214.geopotential number by the normal gravity value computed on the
 BS1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1214.degrees latitude (g = 980.6199 gals.).
 BS1214
 BS1214.The modeled gravity was interpolated from observed gravity values.
 BS1214
 BS1214;                    North         East    Units  Estimated Accuracy
 BS1214;SPC GA W     -   118,340.      752,860.      MT  (+/- 180 meters Scaled)
 BS1214
 BS1214                          SUPERSEDED SURVEY CONTROL
 BS1214
 BS1214.No superseded survey control is available for this station.
 BS1214
 BS1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ507398(NAD 83)
 BS1214_MARKER: DB = BENCH MARK DISK
 BS1214_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BS1214+WITH SETTING: INTO GROUND
 BS1214_STAMPING: B 322 1975
 BS1214
 BS1214  HISTORY     - Date     Condition        Report By
 BS1214  HISTORY     - UNK      MONUMENTED
 BS1214
 BS1214                          STATION DESCRIPTION
 BS1214
 BS1214'DESCRIBED UNK
 BS1214'0.65 MI SE FROM BERLIN.
 BS1214'0.65 MILE SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE FREE WILL BAPTIST
 BS1214'CHURCH AT BERLIN, 0.2 MILE NORTHWEST OF A PAVED ROAD EAST, 162 1/2
 BS1214'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 79 FEET SOUTHWEST OF
 BS1214'CENTERLINE OF JUNCTION OF GRADED ROAD WEST, 25 1/2 FEET SOUTHEAST OF A
 BS1214'POWER LINE POLE, 5.7 FEET EAST OF A FENCE, 1 1/2 FEET NORTHEAST OF
 BS1214'METAL WITNESS POST WITH SIGN, ABOUT 2 FEET BELOW THE LEVEL OF HIGHWAY,
 BS1214'ON TOP OF A 4-FOOT LONG COPPER COATED STEEL ROD PROJECTING 3 INCHES
 BS1214'AND PROTECTED BY A 6-INCH PLASTIC PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0678 ***********************************************************************
 CK0678  DESIGNATION -  B 323
 CK0678  PID         -  CK0678
 CK0678  STATE/COUNTY-  GA/CHATHAM
 CK0678  USGS QUAD   -  FORT PULASKI (1978)
 CK0678
 CK0678                         *CURRENT SURVEY CONTROL
 CK0678  ___________________________________________________________________
 CK0678* NAD 83(1986)-  32 02 25.     (N)    080 57 05.     (W)     SCALED    
 CK0678* NAVD 88     -         4.352  (meters)      14.28   (feet)  ADJUSTED  
 CK0678  ___________________________________________________________________
 CK0678  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 CK0678  DYNAMIC HT  -           4.347 (meters)      14.26  (feet)  COMP
 CK0678  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CK0678
 CK0678  VERT ORDER  -  FIRST     CLASS I
 CK0678
 CK0678.The horizontal coordinates were scaled from a topographic map and have
 CK0678.an estimated accuracy of +/- 6 seconds.
 CK0678
 CK0678.The orthometric height was determined by differential leveling
 CK0678.and adjusted by the National Geodetic Survey in June 1991..
 CK0678
 CK0678.The geoid height was determined by GEOID03.
 CK0678
 CK0678.The dynamic height is computed by dividing the NAVD 88
 CK0678.geopotential number by the normal gravity value computed on the
 CK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0678.degrees latitude (g = 980.6199 gals.).
 CK0678
 CK0678.The modeled gravity was interpolated from observed gravity values.
 CK0678
 CK0678;                    North         East    Units  Estimated Accuracy
 CK0678;SPC GA E     -   226,830.      314,780.      MT  (+/- 180 meters Scaled)
 CK0678
 CK0678                          SUPERSEDED SURVEY CONTROL
 CK0678
 CK0678  NGVD 29 (09/01/92)    4.633  (m)           15.20   (f) ADJUSTED    1 1
 CK0678
 CK0678.Superseded values are not recommended for survey control.
 CK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0678.See file dsdata.txt to determine how the superseded data were derived.
 CK0678
 CK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR045449(NAD 83)
 CK0678_MARKER: DV = VERTICAL CONTROL DISK
 CK0678_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CK0678_SP_SET: RETAINING WALL
 CK0678_STAMPING: B 323 1974
 CK0678_MARK LOGO: NGS   
 CK0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0678+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 CK0678
 CK0678  HISTORY     - Date     Condition        Report By
 CK0678  HISTORY     - UNK      MONUMENTED
 CK0678  HISTORY     - 1987     GOOD             USPSQD
 CK0678  HISTORY     - 19910222 GOOD             NGS
 CK0678  HISTORY     - 20040505 POOR             GEOCAC
 CK0678  HISTORY     - 20051205 GOOD             GADT
 CK0678
 CK0678                          STATION DESCRIPTION
 CK0678
 CK0678'DESCRIBED BY US POWER SQUADRON 1987 (WD)
 CK0678'RECOVERED IN GOOD CONDITION.
 CK0678
 CK0678                          STATION RECOVERY (1991)
 CK0678
 CK0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0678'15.5 KM (9.6 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK0678'OF STATE HIGHWAY 204 IN SAVANNAH, 5.6 KM (3.5 MI) WEST OF THE FORT
 CK0678'PULASKI NATIONAL MONUMENT ENTRANCE ROAD, IN TOP OF AND 0.2 M
 CK0678'(0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 CK0678'RETAINING WALL AT THE NORTHEAST END OF THE HIGHWAY BRIDGE SPANNING
 CK0678'BULL RIVER, 5.7 M (18.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, AND
 CK0678'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 CK0678
 CK0678                          STATION RECOVERY (2004)
 CK0678
 CK0678'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK0678'MARK IS IN POOR SHAPE, APPEARS TO HAVE HAD CONCRETE POURED ON TOP OF
 CK0678'IT.
 CK0678
 CK0678                          STATION RECOVERY (2005)
 CK0678
 CK0678'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 CK0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0511 ***********************************************************************
 BR0511  DESIGNATION -  B 324
 BR0511  PID         -  BR0511
 BR0511  STATE/COUNTY-  GA/BRYAN
 BR0511  USGS QUAD   -  RICHMOND HILL (1997)
 BR0511
 BR0511                         *CURRENT SURVEY CONTROL
 BR0511  ___________________________________________________________________
 BR0511* NAD 83(1986)-  31 54 45.     (N)    081 19 33.     (W)     SCALED    
 BR0511* NAVD 88     -         5.115  (meters)      16.78   (feet)  ADJUSTED  
 BR0511  ___________________________________________________________________
 BR0511  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 BR0511  DYNAMIC HT  -           5.109 (meters)      16.76  (feet)  COMP
 BR0511  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 BR0511
 BR0511  VERT ORDER  -  FIRST     CLASS I
 BR0511
 BR0511.The horizontal coordinates were scaled from a topographic map and have
 BR0511.an estimated accuracy of +/- 6 seconds.
 BR0511
 BR0511.The orthometric height was determined by differential leveling
 BR0511.and adjusted by the National Geodetic Survey in June 1991..
 BR0511
 BR0511.The geoid height was determined by GEOID03.
 BR0511
 BR0511.The dynamic height is computed by dividing the NAVD 88
 BR0511.geopotential number by the normal gravity value computed on the
 BR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0511.degrees latitude (g = 980.6199 gals.).
 BR0511
 BR0511.The modeled gravity was interpolated from observed gravity values.
 BR0511
 BR0511;                    North         East    Units  Estimated Accuracy
 BR0511;SPC GA E     -   212,320.      279,520.      MT  (+/- 180 meters Scaled)
 BR0511
 BR0511                          SUPERSEDED SURVEY CONTROL
 BR0511
 BR0511.No superseded survey control is available for this station.
 BR0511
 BR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR691307(NAD 83)
 BR0511_MARKER: DB = BENCH MARK DISK
 BR0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0511_SP_SET: PIER OVERPASS
 BR0511_STAMPING: B 324 1975
 BR0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0511
 BR0511  HISTORY     - Date     Condition        Report By
 BR0511  HISTORY     - 1975     MONUMENTED       NGS
 BR0511
 BR0511                          STATION DESCRIPTION
 BR0511
 BR0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0511'2.2 MI SW FROM RICHMOND HILL.
 BR0511'2.2 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BR0511'THE CROSSING OF STATE HIGHWAY 144 AT RICHMOND HILL, SET VERTICALLY
 BR0511'IN THE CENTER PIER ON THE NORTHWEST SIDE OF THE NORTH BOUND LANE
 BR0511'OF INTERSTATE 95 OVERPASS OVER THE TRACKS, 22.7 FEET NORTHWEST OF
 BR0511'THE NORTHWEST RAIL AND ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0645 ***********************************************************************
 BR0645  DESIGNATION -  B 325
 BR0645  PID         -  BR0645
 BR0645  STATE/COUNTY-  GA/MCINTOSH
 BR0645  USGS QUAD   -  DARIEN (1993)
 BR0645
 BR0645                         *CURRENT SURVEY CONTROL
 BR0645  ___________________________________________________________________
 BR0645* NAD 83(1986)-  31 22 23.     (N)    081 26 01.     (W)     SCALED    
 BR0645* NAVD 88     -        10.934  (meters)      35.87   (feet)  ADJUSTED  
 BR0645  ___________________________________________________________________
 BR0645  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 BR0645  DYNAMIC HT  -          10.921 (meters)      35.83  (feet)  COMP
 BR0645  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 BR0645  OBS GRAVITY -     979,417.9   (mgal)                       GRAV_OBS
 BR0645
 BR0645  VERT ORDER  -  FIRST     CLASS I
 BR0645
 BR0645.The horizontal coordinates were scaled from a topographic map and have
 BR0645.an estimated accuracy of +/- 6 seconds.
 BR0645
 BR0645.The orthometric height was determined by differential leveling
 BR0645.and adjusted by the National Geodetic Survey in June 1991..
 BR0645
 BR0645.The geoid height was determined by GEOID03.
 BR0645
 BR0645.The dynamic height is computed by dividing the NAVD 88
 BR0645.geopotential number by the normal gravity value computed on the
 BR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0645.degrees latitude (g = 980.6199 gals.).
 BR0645
 BR0645.The modeled gravity was interpolated from observed gravity values.
 BR0645.The observed gravity was obtained from relative gravimeter ties
 BR0645.to the IGSN71 gravity network.
 BR0645
 BR0645;                    North         East    Units  Estimated Accuracy
 BR0645;SPC GA E     -   152,440.      269,730.      MT  (+/- 180 meters Scaled)
 BR0645
 BR0645                          SUPERSEDED SURVEY CONTROL
 BR0645
 BR0645  NGVD 29 (09/01/92)   11.234  (m)           36.86   (f) ADJUSTED    1 1
 BR0645
 BR0645.Superseded values are not recommended for survey control.
 BR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0645.See file dsdata.txt to determine how the superseded data were derived.
 BR0645
 BR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ587710(NAD 83)
 BR0645_MARKER: DV = VERTICAL CONTROL DISK
 BR0645_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BR0645_SP_SET: BUILDING
 BR0645_STAMPING: B 325 1975
 BR0645_MARK LOGO: NGS   
 BR0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0645+STABILITY: SURFACE MOTION
 BR0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0645+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 BR0645
 BR0645  HISTORY     - Date     Condition        Report By
 BR0645  HISTORY     - 1975     MONUMENTED       NGS
 BR0645  HISTORY     - 19910322 GOOD             NGS
 BR0645
 BR0645                          STATION DESCRIPTION
 BR0645
 BR0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0645'AT DARIEN.
 BR0645'AT DARIEN, SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST
 BR0645'CORNER OF THE POST OFFICE, 42 FEET WEST OF CENTER LINE OF U.S.
 BR0645'HIGHWAY 17, 1.9 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 BR0645'BUILDING AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BR0645
 BR0645                          STATION RECOVERY (1991)
 BR0645
 BR0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0645'IN DARIEN, SET VERTICALLY IN THE EAST FACE OF THE DARIEN POST OFFICE
 BR0645'AT 501 NORTHWAY, 8.7 M (28.5 FT) WEST OF THE CENTERLINE OF THE
 BR0645'SOUTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 BR0645'THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 BR0645'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0635 ***********************************************************************
 BR0635  DESIGNATION -  B 326
 BR0635  PID         -  BR0635
 BR0635  STATE/COUNTY-  GA/CAMDEN
 BR0635  USGS QUAD   -  WAVERLY (1993)
 BR0635
 BR0635                         *CURRENT SURVEY CONTROL
 BR0635  ___________________________________________________________________
 BR0635* NAD 83(1986)-  31 04 52.     (N)    081 43 57.     (W)     SCALED    
 BR0635* NAVD 88     -         3.559  (meters)      11.68   (feet)  ADJUSTED  
 BR0635  ___________________________________________________________________
 BR0635  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BR0635  DYNAMIC HT  -           3.555 (meters)      11.66  (feet)  COMP
 BR0635  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BR0635
 BR0635  VERT ORDER  -  FIRST     CLASS I
 BR0635
 BR0635.The horizontal coordinates were scaled from a topographic map and have
 BR0635.an estimated accuracy of +/- 6 seconds.
 BR0635
 BR0635.The orthometric height was determined by differential leveling
 BR0635.and adjusted by the National Geodetic Survey in June 1991..
 BR0635
 BR0635.The geoid height was determined by GEOID03.
 BR0635
 BR0635.The dynamic height is computed by dividing the NAVD 88
 BR0635.geopotential number by the normal gravity value computed on the
 BR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0635.degrees latitude (g = 980.6199 gals.).
 BR0635
 BR0635.The modeled gravity was interpolated from observed gravity values.
 BR0635
 BR0635;                    North         East    Units  Estimated Accuracy
 BR0635;SPC GA E     -   119,920.      241,430.      MT  (+/- 180 meters Scaled)
 BR0635
 BR0635                          SUPERSEDED SURVEY CONTROL
 BR0635
 BR0635  NGVD 29 (09/01/92)    3.897  (m)           12.79   (f) ADJUSTED    1 1
 BR0635
 BR0635.Superseded values are not recommended for survey control.
 BR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0635.See file dsdata.txt to determine how the superseded data were derived.
 BR0635
 BR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ301388(NAD 83)
 BR0635_MARKER: DV = VERTICAL CONTROL DISK
 BR0635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BR0635_SP_SET: ABUTMENT
 BR0635_STAMPING: B 326 1975
 BR0635_MARK LOGO: NGS   
 BR0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0635+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991
 BR0635
 BR0635  HISTORY     - Date     Condition        Report By
 BR0635  HISTORY     - 1975     MONUMENTED       NGS
 BR0635  HISTORY     - 19910403 GOOD             NGS
 BR0635
 BR0635                          STATION DESCRIPTION
 BR0635
 BR0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0635'0.80 MI S FROM WAVERLY.
 BR0635'0.80 MILE SOUTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BR0635'CROSSING OF STATE HIGHWAY 110 AT WAVERLY, ABOUT 0.20 MILE SOUTH OF
 BR0635'MILEPOST 579, 8.4 FEET EAST OF THE EAST RAIL, IN THE TOP EAST END OF
 BR0635'THE SOUTH ABUTMENT OF RAILROAD BRIDGE OVER WAVERLY CREEK, ABOUT 1/2
 BR0635'FOOT BELOW THE LEVEL OF THE TRACK.
 BR0635
 BR0635                          STATION RECOVERY (1991)
 BR0635
 BR0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0635'1.4 KM (0.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR0635'INTERSECTION OF STATE HIGHWAY 110 IN WAVERLY, IN TOP OF AND 0.9 M
 BR0635'(3.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF AN
 BR0635'ABANDONED RAILROAD BRIDGE SPANNING WAVERLY CREEK, 129.8 M (425.9 FT)
 BR0635'WEST OF THE HIGHWAY CENTERLINE, 3.3 M (10.8 FT) EAST OF THE CENTER OF
 BR0635'THE ABANDONED RAILROAD GRADE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 BR0635'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1619 ***********************************************************************
 BD1619  DESIGNATION -  B 33
 BD1619  PID         -  BD1619
 BD1619  STATE/COUNTY-  GA/ECHOLS
 BD1619  USGS QUAD   -  HAYLOW (1971)
 BD1619
 BD1619                         *CURRENT SURVEY CONTROL
 BD1619  ___________________________________________________________________
 BD1619* NAD 83(1986)-  30 49 33.     (N)    082 56 44.     (W)     SCALED    
 BD1619* NAVD 88     -        51.348  (meters)     168.46   (feet)  ADJUSTED  
 BD1619  ___________________________________________________________________
 BD1619  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BD1619  DYNAMIC HT  -          51.282 (meters)     168.25  (feet)  COMP
 BD1619  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BD1619
 BD1619  VERT ORDER  -  FIRST     CLASS II
 BD1619
 BD1619.The horizontal coordinates were scaled from a topographic map and have
 BD1619.an estimated accuracy of +/- 6 seconds.
 BD1619
 BD1619.The orthometric height was determined by differential leveling
 BD1619.and adjusted by the National Geodetic Survey in June 1991..
 BD1619
 BD1619.The geoid height was determined by GEOID03.
 BD1619
 BD1619.The dynamic height is computed by dividing the NAVD 88
 BD1619.geopotential number by the normal gravity value computed on the
 BD1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1619.degrees latitude (g = 980.6199 gals.).
 BD1619
 BD1619.The modeled gravity was interpolated from observed gravity values.
 BD1619
 BD1619;                    North         East    Units  Estimated Accuracy
 BD1619;SPC GA E     -    91,800.      125,480.      MT  (+/- 180 meters Scaled)
 BD1619
 BD1619                          SUPERSEDED SURVEY CONTROL
 BD1619
 BD1619  NGVD 29 (??/??/92)   51.572  (m)          169.20   (f) ADJ UNCH    1 2
 BD1619
 BD1619.Superseded values are not recommended for survey control.
 BD1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1619.See file dsdata.txt to determine how the superseded data were derived.
 BD1619
 BD1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ139119(NAD 83)
 BD1619_MARKER: DB = BENCH MARK DISK
 BD1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1619_STAMPING: B 33 1917
 BD1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1619+STABILITY: SURFACE MOTION
 BD1619
 BD1619  HISTORY     - Date     Condition        Report By
 BD1619  HISTORY     - 1917     MONUMENTED       CGS
 BD1619  HISTORY     - 1957     GOOD             NGS
 BD1619
 BD1619                          STATION DESCRIPTION
 BD1619
 BD1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1619'2.2 MI W FROM HAYLOW.
 BD1619'ABOUT 2.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 BD1619'OF THE ATLANTIC COAST LINE RAILROAD AT HAYLOW, ABOUT 0.45 MILE
 BD1619'WEST OF MILEPOST NO. 172, 27 3/4 FEET NORTH OF THE NORTH RAIL,
 BD1619'47 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A ROAD
 BD1619'CROSSING AND MAIN TRACK, 30 FEET WEST OF THE CENTER LINE OF THE
 BD1619'ROAD, 17 FEET WEST OF A CROSSING SIGNPOST, 1 FOOT BELOW THE LEVEL
 BD1619'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1619'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0090 ***********************************************************************
 DG0090  DESIGNATION -  B 33
 DG0090  PID         -  DG0090
 DG0090  STATE/COUNTY-  GA/DE KALB
 DG0090  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0090
 DG0090                         *CURRENT SURVEY CONTROL
 DG0090  ___________________________________________________________________
 DG0090* NAD 83(1994)-  33 49 36.29356(N)    084 16 18.27896(W)     ADJUSTED  
 DG0090* NAVD 88     -       297.403  (meters)     975.73   (feet)  ADJUSTED  
 DG0090  ___________________________________________________________________
 DG0090  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0090  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0090  DYNAMIC HT  -         297.074 (meters)     974.65  (feet)  COMP
 DG0090  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 DG0090
 DG0090  HORZ ORDER  -  SECOND
 DG0090  VERT ORDER  -  FIRST     CLASS II
 DG0090
 DG0090.The horizontal coordinates were established by classical geodetic methods
 DG0090.and adjusted by the National Geodetic Survey in September 1997..
 DG0090
 DG0090.The orthometric height was determined by differential leveling
 DG0090.and adjusted by the National Geodetic Survey in June 1991..
 DG0090
 DG0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0090
 DG0090.The geoid height was determined by GEOID03.
 DG0090
 DG0090.The dynamic height is computed by dividing the NAVD 88
 DG0090.geopotential number by the normal gravity value computed on the
 DG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0090.degrees latitude (g = 980.6199 gals.).
 DG0090
 DG0090.The modeled gravity was interpolated from observed gravity values.
 DG0090
 DG0090;                    North         East     Units Scale Factor Converg.
 DG0090;SPC GA W     -   424,293.345   690,273.746   MT  0.99990117   -0 03 30.6
 DG0090;SPC GA W     - 1,392,035.75  2,264,673.12   sFT  0.99990117   -0 03 30.6
 DG0090;UTM  16      - 3,746,294.480   752,495.424   MT  1.00038602   +1 31 10.5
 DG0090
 DG0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0090!SPC GA W     -   0.99995795  x   0.99990117  =   0.99985912
 DG0090!UTM  16      -   0.99995795  x   1.00038602  =   1.00034395
 DG0090
 DG0090|---------------------------------------------------------------------|
 DG0090| PID    Reference Object                     Distance      Geod. Az  |
 DG0090|                                                           dddmmss.s |
 DG0090| DG0093 B 34                                314.403 METERS 03603     |
 DG0090| CZ2771 B 33 RM 1                            28.642 METERS 03633     |
 DG0090| DG0091 B 33 RM 2                            52.572 METERS 03633     |
 DG0090| DG0089 B 32                                237.816 METERS 21608     |
 DG0090|---------------------------------------------------------------------|
 DG0090
 DG0090                          SUPERSEDED SURVEY CONTROL
 DG0090
 DG0090  NAD 83(1986)-  33 49 36.29491(N)    084 16 18.27618(W) AD(       ) 2
 DG0090  NAD 27      -  33 49 35.92005(N)    084 16 18.55771(W) AD(       ) 2
 DG0090  NGVD 29 (??/??/92)  297.321  (m)          975.46   (f) ADJ UNCH    1 2
 DG0090
 DG0090.Superseded values are not recommended for survey control.
 DG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0090.See file dsdata.txt to determine how the superseded data were derived.
 DG0090
 DG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5249546294(NAD 83)
 DG0090_MARKER: DD = SURVEY DISK
 DG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0090_STAMPING: B 33
 DG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0090+STABILITY: SURFACE MOTION
 DG0090
 DG0090  HISTORY     - Date     Condition        Report By
 DG0090  HISTORY     - 1973     MONUMENTED       MARTA
 DG0090  HISTORY     - 1973     GOOD             NGS
 DG0090
 DG0090                          STATION DESCRIPTION
 DG0090
 DG0090'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0090'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON THE N. SIDE
 DG0090'OF THE S.C.L. R/R, 7.61 FT NORTH OF NORTH RAIL, 32.3 FT S.E. OF
 DG0090'TELEGRAPH POLE AND 578 FT EAST OF POWER LINE CROSSING
 DG0090'S.C.L. R/R.  APPROXIMATELY 800 FEET N.E. OF R.R. BRIDGE OVER
 DG0090'PANGBORN ROAD.
 DG0090
 DG0090                          STATION RECOVERY (1973)
 DG0090
 DG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0090'3.8 MI NNE FROM DECATUR.
 DG0090'A STANDARD MARTA BRASS DISK ABOUT 5.3 MILES NORTHEAST ALONG THE
 DG0090'SEABOARD COAST LINE RAILROAD TRACKS FROM W. HOWARD AVE., 578
 DG0090'FEET EAST OF A POWERLINE CROSSING THE TRACKS, 32.3 FEET SOUTHEAST
 DG0090'OF A TELEGRAPH POLE, 7.61 FEET NORTH OF THE NORTH RAIL, SET ATOP
 DG0090'A CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0091 ***********************************************************************
 DG0091  DESIGNATION -  B 33 RM 2
 DG0091  PID         -  DG0091
 DG0091  STATE/COUNTY-  GA/DE KALB
 DG0091  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0091
 DG0091                         *CURRENT SURVEY CONTROL
 DG0091  ___________________________________________________________________
 DG0091* NAD 83(1986)-  33 49 37.     (N)    084 16 18.     (W)     SCALED    
 DG0091* NAVD 88     -       297.677  (meters)     976.63   (feet)  ADJUSTED  
 DG0091  ___________________________________________________________________
 DG0091  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0091  DYNAMIC HT  -         297.348 (meters)     975.55  (feet)  COMP
 DG0091  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 DG0091
 DG0091  VERT ORDER  -  FIRST     CLASS II
 DG0091
 DG0091.The horizontal coordinates were scaled from a topographic map and have
 DG0091.an estimated accuracy of +/- 6 seconds.
 DG0091
 DG0091.The orthometric height was determined by differential leveling
 DG0091.and adjusted by the National Geodetic Survey in June 1991..
 DG0091
 DG0091.The geoid height was determined by GEOID03.
 DG0091
 DG0091.The dynamic height is computed by dividing the NAVD 88
 DG0091.geopotential number by the normal gravity value computed on the
 DG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0091.degrees latitude (g = 980.6199 gals.).
 DG0091
 DG0091.The modeled gravity was interpolated from observed gravity values.
 DG0091
 DG0091;                    North         East    Units  Estimated Accuracy
 DG0091;SPC GA W     -   424,320.      690,280.      MT  (+/- 180 meters Scaled)
 DG0091
 DG0091                          SUPERSEDED SURVEY CONTROL
 DG0091
 DG0091  NGVD 29 (??/??/92)  297.595  (m)          976.36   (f) ADJ UNCH    1 2
 DG0091
 DG0091.Superseded values are not recommended for survey control.
 DG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0091.See file dsdata.txt to determine how the superseded data were derived.
 DG0091
 DG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC525463(NAD 83)
 DG0091_MARKER: DD = SURVEY DISK
 DG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0091_STAMPING: RM 2
 DG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0091+STABILITY: SURFACE MOTION
 DG0091
 DG0091  HISTORY     - Date     Condition        Report By
 DG0091  HISTORY     - 1973     MONUMENTED       MARTA
 DG0091  HISTORY     - 1973     GOOD             NGS
 DG0091
 DG0091                          STATION DESCRIPTION
 DG0091
 DG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0091'3.8 MI NE FROM DECATUR.
 DG0091'A STANDARD MARTA BRASS DISK SET ON THE NORTHWEST SIDE OF THE
 DG0091'SEABOARD COAST LINE RAILROAD.  ABOUT 5.3 MILES NORTHEAST ALONG
 DG0091'THE TRACKS FROM THE CROSSING OF HOWARD AVENUE, 775 FEET NORTHEAST
 DG0091'ALONG TRACKS FROM THE NORTHEAST END OF BRIDGE OVER PANGBORN DRIVE,
 DG0091'200 FEET NORTHEAST FROM THE TOE OF A CUT BANK THAT RISES ABOUT 20
 DG0091'FEET ABOVE LEVEL OF TRACKS, 153 FEET NORTHEAST OF THE FOURTH POLE
 DG0091'FROM PANGBORN DRIVE, 5.0 FEET WEST OF THE WEST RAIL, 172.5 FEET
 DG0091'NORTHEAST OF STATION B 33.  THE DISK IS SET IN THE TOP OF A
 DG0091'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 FEET BELOW LEVEL
 DG0091'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0977 ***********************************************************************
 DF0977  DESIGNATION -  B 335
 DF0977  PID         -  DF0977
 DF0977  STATE/COUNTY-  GA/RICHMOND
 DF0977  USGS QUAD   -  HEPHZIBAH (1980)
 DF0977
 DF0977                         *CURRENT SURVEY CONTROL
 DF0977  ___________________________________________________________________
 DF0977* NAD 83(1986)-  33 18 51.     (N)    082 05 48.     (W)     SCALED    
 DF0977* NAVD 88     -       122.848  (meters)     403.04   (feet)  ADJUSTED  
 DF0977  ___________________________________________________________________
 DF0977  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DF0977  DYNAMIC HT  -         122.716 (meters)     402.61  (feet)  COMP
 DF0977  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DF0977
 DF0977  VERT ORDER  -  FIRST     CLASS II
 DF0977
 DF0977.The horizontal coordinates were scaled from a topographic map and have
 DF0977.an estimated accuracy of +/- 6 seconds.
 DF0977
 DF0977.The orthometric height was determined by differential leveling
 DF0977.and adjusted by the National Geodetic Survey in June 1991..
 DF0977
 DF0977.The geoid height was determined by GEOID03.
 DF0977
 DF0977.The dynamic height is computed by dividing the NAVD 88
 DF0977.geopotential number by the normal gravity value computed on the
 DF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0977.degrees latitude (g = 980.6199 gals.).
 DF0977
 DF0977.The modeled gravity was interpolated from observed gravity values.
 DF0977
 DF0977;                    North         East    Units  Estimated Accuracy
 DF0977;SPC GA E     -   367,440.      206,520.      MT  (+/- 180 meters Scaled)
 DF0977
 DF0977                          SUPERSEDED SURVEY CONTROL
 DF0977
 DF0977.No superseded survey control is available for this station.
 DF0977
 DF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS979866(NAD 83)
 DF0977_MARKER: I = METAL ROD
 DF0977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF0977_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DF0977_STAMPING: B 335 1979
 DF0977_PROJECTION: FLUSH
 DF0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0977+STABILITY: POSITION/ELEVATION WELL
 DF0977_ROD/PIPE-DEPTH: 12.2 meters
 DF0977_SLEEVE-DEPTH  : 6.10 meters
 DF0977
 DF0977  HISTORY     - Date     Condition        Report By
 DF0977  HISTORY     - 1979     MONUMENTED       NGS
 DF0977
 DF0977                          STATION DESCRIPTION
 DF0977
 DF0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0977'IN HEPHZIBAH.
 DF0977'AT HEPHZIBAH, AT THE T-JUNCTION OF BROTHERSVILLE ROAD AND STATE
 DF0977'HIGHWAY 88, AT THE HEPHZIBAH BAPTIST CHURCH, 189 FT. NORTHWEST
 DF0977'OF THE CENTERLINE OF HIGHWAY 88, 162 FT. SOUTHWEST OF THE
 DF0977'CENTERLINE OF JONES STREET, 9.5 FT. SOUTHEAST OF THE SOUTHEAST
 DF0977'CORNER OF THE CHURCH, 4.0 FT. NORTHWEST OF THE NORTHWEST
 DF0977'EDGE OF THE SIDEWALK TO THE PARKING LOT.
 DF0977'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE1421 ***********************************************************************
 DE1421  DESIGNATION -  B 335 X
 DE1421  PID         -  DE1421
 DE1421  STATE/COUNTY-  GA/RICHMOND
 DE1421  USGS QUAD   -  AUGUSTA EAST (1981)
 DE1421
 DE1421                         *CURRENT SURVEY CONTROL
 DE1421  ___________________________________________________________________
 DE1421* NAD 83(1986)-  33 29 01.     (N)    081 59 24.     (W)     SCALED    
 DE1421* NAVD 88     -        45.224  (meters)     148.37   (feet)  ADJUSTED  
 DE1421  ___________________________________________________________________
 DE1421  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DE1421  DYNAMIC HT  -          45.176 (meters)     148.21  (feet)  COMP
 DE1421  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 DE1421
 DE1421  VERT ORDER  -  FIRST     CLASS II
 DE1421
 DE1421.The horizontal coordinates were scaled from a topographic map and have
 DE1421.an estimated accuracy of +/- 6 seconds.
 DE1421
 DE1421.The orthometric height was determined by differential leveling
 DE1421.and adjusted by the National Geodetic Survey in June 1991..
 DE1421
 DE1421.The geoid height was determined by GEOID03.
 DE1421
 DE1421.The dynamic height is computed by dividing the NAVD 88
 DE1421.geopotential number by the normal gravity value computed on the
 DE1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1421.degrees latitude (g = 980.6199 gals.).
 DE1421
 DE1421.The modeled gravity was interpolated from observed gravity values.
 DE1421
 DE1421;                    North         East    Units  Estimated Accuracy
 DE1421;SPC GA E     -   386,250.      216,420.      MT  (+/- 180 meters Scaled)
 DE1421
 DE1421                          SUPERSEDED SURVEY CONTROL
 DE1421
 DE1421.No superseded survey control is available for this station.
 DE1421
 DE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT080053(NAD 83)
 DE1421_MARKER: I = METAL ROD
 DE1421_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE1421_SP_SET: STAINLESS STEEL ROD
 DE1421_STAMPING: B 335 X 1980
 DE1421_PROJECTION: RECESSED 5 CENTIMETERS
 DE1421_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE1421+STABILITY: POSITION/ELEVATION WELL
 DE1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1421+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1994
 DE1421_ROD/PIPE-DEPTH: 4.2  meters
 DE1421
 DE1421  HISTORY     - Date     Condition        Report By
 DE1421  HISTORY     - 1980     MONUMENTED       NGS
 DE1421  HISTORY     - 19941102 GOOD             NGS
 DE1421
 DE1421                          STATION DESCRIPTION
 DE1421
 DE1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DE1421'IN AUGUSTA.
 DE1421'IN AUGUSTA, 3.2 KILOMETERS (2.0 MILES) NORTHWEST ALONG STATE HIGHWAY
 DE1421'28 (BROAD STREET) FROM THE JUNCTION OF GORDON HIGHWAY (HIGHWAYS 278,
 DE1421'78 AND 25 BYPASS), 48.5 METERS (59 FEET) NORTHWEST
 DE1421'ON GOODRICH STREET TO THE (KING MANUFACTURERS), 1.5 METERS (5.0
 DE1421'FEET) NORTH OF THE NORTH EDGE OF THE SIDEWALK, 9.9 METERS (32.5
 DE1421'FEET) NORTH OF THE CENTERLINE OF GOODRICH STREET, 1.1 METERS (7.5
 DE1421'FEET) SOUTH OF THE MOST SOUTHERLY CORNER OF THE BOTTOM STEP LEADING
 DE1421'TO THE PLANT, 2.8 METERS (4.0 FEET) SOUTHEAST OF A 30-INCH ROUND
 DE1421'ELM TREE.  NOTE--LOGO FLANGE STAMPED WITH X BECAUSE OF DUPLICATE
 DE1421'DESIGNATION IN AREA, DATUM POINT NOT STAMPED WITH X.
 DE1421'THE MARK IS ABOVE LEVEL WITH ROAD.
 DE1421
 DE1421                          STATION RECOVERY (1994)
 DE1421
 DE1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DE1421'IN AUGUSTA, AT KING TEXTILE MILL, ROUGHLY 500 FT (152.4 M) EAST OF
 DE1421'BROAD ST BRIDGE OVER AUGUSTA CANAL OR 0.45 MILE (0.72 KM) NW OF 15TH
 DE1421'ST, ALONG GOODRICH ST WHICH BEGINS AT BROAD ST JUST SE OF THE BRIDGE
 DE1421'AND LEADS TO THE MILL, AT THE FIRST BUILDING ENTRANCE, IN A PLANTED
 DE1421'AREA UNDER A TREE, 200 FT (61.0 M) NW OF STREET INTERSECTION, OPPOSITE
 DE1421'RIGHT SIDE OF FRAME OF WINDOW ON RIGHT SIDE OF CONCRETE STEPS AND 9.4
 DE1421'FT (2.9 M) SW TOWARD GOODRICH ST FROM WALL AT WINDOW, 40.5 FT (12.3 M)
 DE1421'NW OF GAS PIPELINE INSIDE FENCE, 35.5 FT (10.8 M) NW OF SE BLDG WALL
 DE1421'EXTENDED, 16 FT (4.9 M) NE OF NE CURB OF STREET AND 5 FT (1.5 M) NE OF
 DE1421'NE EDGE OF SIDEWALK, 9 FT (2.7 M) NW OF A FLOODLIGHT IN LAWN, 8 FT
 DE1421'(2.4 M) SE OF MIDDLE OF 6 FT (1.8 M) SIDEWALK LEADING TO ENTRANCE, 0.5
 DE1421'FT (15.2 CM) BELOW MULCH IN AZALEA BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0963 ***********************************************************************
 DF0963  DESIGNATION -  B 336
 DF0963  PID         -  DF0963
 DF0963  STATE/COUNTY-  GA/RICHMOND
 DF0963  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0963
 DF0963                         *CURRENT SURVEY CONTROL
 DF0963  ___________________________________________________________________
 DF0963* NAD 83(1986)-  33 25 00.     (N)    082 00 24.     (W)     SCALED    
 DF0963* NAVD 88     -        43.538  (meters)     142.84   (feet)  ADJUSTED  
 DF0963  ___________________________________________________________________
 DF0963  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DF0963  DYNAMIC HT  -          43.492 (meters)     142.69  (feet)  COMP
 DF0963  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 DF0963
 DF0963  VERT ORDER  -  FIRST     CLASS II
 DF0963
 DF0963.The horizontal coordinates were scaled from a topographic map and have
 DF0963.an estimated accuracy of +/- 6 seconds.
 DF0963
 DF0963.The orthometric height was determined by differential leveling
 DF0963.and adjusted by the National Geodetic Survey in June 1991..
 DF0963
 DF0963.The geoid height was determined by GEOID03.
 DF0963
 DF0963.The dynamic height is computed by dividing the NAVD 88
 DF0963.geopotential number by the normal gravity value computed on the
 DF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0963.degrees latitude (g = 980.6199 gals.).
 DF0963
 DF0963.The modeled gravity was interpolated from observed gravity values.
 DF0963
 DF0963;                    North         East    Units  Estimated Accuracy
 DF0963;SPC GA E     -   378,820.      214,880.      MT  (+/- 180 meters Scaled)
 DF0963
 DF0963                          SUPERSEDED SURVEY CONTROL
 DF0963
 DF0963.No superseded survey control is available for this station.
 DF0963
 DF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS064979(NAD 83)
 DF0963_MARKER: DB = BENCH MARK DISK
 DF0963_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DF0963_SP_SET: GALVANIZED STEEL ROD
 DF0963_STAMPING: B 336 1979
 DF0963_PROJECTION: FLUSH
 DF0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0963_ROD/PIPE-DEPTH: 14.6 meters
 DF0963
 DF0963  HISTORY     - Date     Condition        Report By
 DF0963  HISTORY     - 1979     MONUMENTED       NGS
 DF0963
 DF0963                          STATION DESCRIPTION
 DF0963
 DF0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0963'5.45 MI SW FROM AUGUSTA.
 DF0963'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAYS 25 AND 78 FROM THE
 DF0963'SOUTHWEST END OF THE CONCRETE BRIDGE OVER THE SAVANNAH RIVER AT
 DF0963'AUGUSTA, TO THE JUNCTION OF STATE HIGHWAY 56, THENCE 1.25 MILES SOUTH
 DF0963'ALONG HIGHWAY 56 TO THE JUNCTION OF LUMPKIN ROAD, AT THE SOUTHEAST
 DF0963'CORNER OF THE LAWN OF THE CRESTVIEW BAPTIST CHURCH, 56 FT. EAST OF
 DF0963'THE CENTERLINE OF THE HIGHWAY, 29.5 FT. NORTH OF THE CENTERLINE OF
 DF0963'THE ROAD, 6 FT. NORTHEAST OF A STEEL HIGH VOLTAGE POWER POLE.
 DF0963'DISK IS SET 2 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD
 DF0963'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 DF0963'THE MARK IS 1 FT ABOVE HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1732 ***********************************************************************
 CK1732  DESIGNATION -  B 337
 CK1732  PID         -  CK1732
 CK1732  STATE/COUNTY-  GA/CHATHAM
 CK1732  USGS QUAD   -  GARDEN CITY (1980)
 CK1732
 CK1732                         *CURRENT SURVEY CONTROL
 CK1732  ___________________________________________________________________
 CK1732* NAD 83(1986)-  32 05 24.     (N)    081 11 04.     (W)     SCALED    
 CK1732* NAVD 88     -         2.592  (meters)       8.50   (feet)  ADJUSTED  
 CK1732  ___________________________________________________________________
 CK1732  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK1732  DYNAMIC HT  -           2.589 (meters)       8.49  (feet)  COMP
 CK1732  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 CK1732
 CK1732  VERT ORDER  -  FIRST     CLASS II
 CK1732
 CK1732.The horizontal coordinates were scaled from a topographic map and have
 CK1732.an estimated accuracy of +/- 6 seconds.
 CK1732
 CK1732.The orthometric height was determined by differential leveling
 CK1732.and adjusted by the National Geodetic Survey in June 1991..
 CK1732
 CK1732.The geoid height was determined by GEOID03.
 CK1732
 CK1732.The dynamic height is computed by dividing the NAVD 88
 CK1732.geopotential number by the normal gravity value computed on the
 CK1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1732.degrees latitude (g = 980.6199 gals.).
 CK1732
 CK1732.The modeled gravity was interpolated from observed gravity values.
 CK1732
 CK1732;                    North         East    Units  Estimated Accuracy
 CK1732;SPC GA E     -   232,120.      292,720.      MT  (+/- 180 meters Scaled)
 CK1732
 CK1732                          SUPERSEDED SURVEY CONTROL
 CK1732
 CK1732  NGVD 29 (03/21/89)    2.876  (m)            9.44   (f) ADJUSTED    1 2
 CK1732
 CK1732.Superseded values are not recommended for survey control.
 CK1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1732.See file dsdata.txt to determine how the superseded data were derived.
 CK1732
 CK1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR825504(NAD 83)
 CK1732_MARKER: I = METAL ROD
 CK1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK1732_SP_SET: GALVANIZED STEEL ROD
 CK1732_STAMPING: B 337 1979
 CK1732_PROJECTION: FLUSH
 CK1732_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1732_ROD/PIPE-DEPTH: 7.32 meters
 CK1732
 CK1732  HISTORY     - Date     Condition        Report By
 CK1732  HISTORY     - 1979     MONUMENTED       NGS
 CK1732  HISTORY     - 19911110 SEE DESCRIPTION  LOCENG
 CK1732
 CK1732                          STATION DESCRIPTION
 CK1732
 CK1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1732'1.9 MI WEST FROM CENTRAL JUNCTION.
 CK1732'1.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE RAILROAD OVERPASS
 CK1732'AT CENTRAL JUNCTION, 30.3 FT. SOUTHWEST OF A 28-INCH Y-TRUNKED
 CK1732'OAK TREE, 37.6 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CK1732'3.1 FT. WEST OF A POWER POLE. DISK 5 INCHES BELOW
 CK1732'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CK1732'SCREW PLUG.
 CK1732'THE MARK IS 3 FT  E FROM A WITNESS POST.
 CK1732'THE MARK IS 4 FT BELOW HIGHWAY.
 CK1732
 CK1732                          STATION RECOVERY (1991)
 CK1732
 CK1732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (MJG)
 CK1732'ALMOST CERTAINLY DESTROYED BY HIGHWAY WIDENING.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1277 ***********************************************************************
 BS1277  DESIGNATION -  B 338
 BS1277  PID         -  BS1277
 BS1277  STATE/COUNTY-  GA/BEN HILL
 BS1277  USGS QUAD   -  FITZGERALD WEST (1987)
 BS1277
 BS1277                         *CURRENT SURVEY CONTROL
 BS1277  ___________________________________________________________________
 BS1277* NAD 83(1986)-  31 41 24.     (N)    083 18 29.     (W)     SCALED    
 BS1277* NAVD 88     -       109.047  (meters)     357.76   (feet)  ADJUSTED  
 BS1277  ___________________________________________________________________
 BS1277  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BS1277  DYNAMIC HT  -         108.916 (meters)     357.34  (feet)  COMP
 BS1277  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 BS1277  OBS GRAVITY -     979,436.1   (mgal)                       GRAV_OBS
 BS1277
 BS1277  VERT ORDER  -  FIRST     CLASS II
 BS1277
 BS1277.The horizontal coordinates were scaled from a topographic map and have
 BS1277.an estimated accuracy of +/- 6 seconds.
 BS1277
 BS1277.The orthometric height was determined by differential leveling
 BS1277.and adjusted by the National Geodetic Survey in June 1991..
 BS1277
 BS1277.The geoid height was determined by GEOID03.
 BS1277
 BS1277.The dynamic height is computed by dividing the NAVD 88
 BS1277.geopotential number by the normal gravity value computed on the
 BS1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1277.degrees latitude (g = 980.6199 gals.).
 BS1277
 BS1277.The modeled gravity was interpolated from observed gravity values.
 BS1277.The observed gravity was obtained from relative gravimeter ties
 BS1277.to the IGSN71 gravity network.
 BS1277
 BS1277;                    North         East    Units  Estimated Accuracy
 BS1277;SPC GA W     -   187,670.      781,400.      MT  (+/- 180 meters Scaled)
 BS1277
 BS1277                          SUPERSEDED SURVEY CONTROL
 BS1277
 BS1277.No superseded survey control is available for this station.
 BS1277
 BS1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR812083(NAD 83)
 BS1277_MARKER: DB = BENCH MARK DISK
 BS1277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BS1277_SP_SET: STAINLESS STEEL ROD
 BS1277_STAMPING: B 338 1979
 BS1277_PROJECTION: FLUSH
 BS1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1277_ROD/PIPE-DEPTH: 4.88 meters
 BS1277
 BS1277  HISTORY     - Date     Condition        Report By
 BS1277  HISTORY     - 1979     MONUMENTED       NGS
 BS1277
 BS1277                          STATION DESCRIPTION
 BS1277
 BS1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BS1277'5.05 MI SW FROM FITZGERALD.
 BS1277'0.2 MILES WEST ALONG EAST CENTRAL AVENUE FROM THE COURTHOUSE AT
 BS1277'FITZGERALD, THENCE 0.6 MILES SOUTH ALONG US HIGHWAY 129 (SOUTH
 BS1277'GRANT STREET), THENCE 1.5 MILES WEST ALONG ROANOKE STREET, THENCE
 BS1277'2.75 MILES WEST ALONG A BLACK TOP ROAD,45 FEET WEST OF THE CENTER
 BS1277'LINE OF THE HIGHWAY, 28.5  FEET NORTH OF THE CENTER OF A GRADED
 BS1277'ROAD LEADING WEST 21.5 FEET SOUTHWEST OF A 36 INCH PIPE CULVERT
 BS1277'LEADING UNDER THE HIGHWAY 17 FEET NORTHWEST OF A 24 INCH PIPE
 BS1277'CULVERT LEADING UNDER THE GRADED ROAD, 5.5 FEET NORTHEAST OF A
 BS1277'FENCE CORNER AND 2.5 FEET NORTHEAST OF A POWER POLE WITH NO LINES.
 BS1277'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1216 ***********************************************************************
 CL1216  DESIGNATION -  B 339
 CL1216  PID         -  CL1216
 CL1216  STATE/COUNTY-  GA/TWIGGS
 CL1216  USGS QUAD   -  TARVERSVILLE (1973)
 CL1216
 CL1216                         *CURRENT SURVEY CONTROL
 CL1216  ___________________________________________________________________
 CL1216* NAD 83(1986)-  32 33 01.     (N)    083 26 32.     (W)     SCALED    
 CL1216* NAVD 88     -       132.085  (meters)     433.35   (feet)  ADJUSTED  
 CL1216  ___________________________________________________________________
 CL1216  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CL1216  DYNAMIC HT  -         131.935 (meters)     432.86  (feet)  COMP
 CL1216  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CL1216
 CL1216  VERT ORDER  -  FIRST     CLASS II
 CL1216
 CL1216.The horizontal coordinates were scaled from a topographic map and have
 CL1216.an estimated accuracy of +/- 6 seconds.
 CL1216
 CL1216.The orthometric height was determined by differential leveling
 CL1216.and adjusted by the National Geodetic Survey in June 1991..
 CL1216
 CL1216.The geoid height was determined by GEOID03.
 CL1216
 CL1216.The dynamic height is computed by dividing the NAVD 88
 CL1216.geopotential number by the normal gravity value computed on the
 CL1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1216.degrees latitude (g = 980.6199 gals.).
 CL1216
 CL1216.The modeled gravity was interpolated from observed gravity values.
 CL1216
 CL1216;                    North         East    Units  Estimated Accuracy
 CL1216;SPC GA W     -   282,960.      768,040.      MT  (+/- 180 meters Scaled)
 CL1216
 CL1216                          SUPERSEDED SURVEY CONTROL
 CL1216
 CL1216.No superseded survey control is available for this station.
 CL1216
 CL1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS706040(NAD 83)
 CL1216_MARKER: DB = BENCH MARK DISK
 CL1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CL1216_SP_SET: STAINLESS STEEL ROD
 CL1216_STAMPING: B 339 1979
 CL1216_PROJECTION: PROJECTING 5 CENTIMETERS
 CL1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1216_ROD/PIPE-DEPTH: 4.57 meters
 CL1216
 CL1216  HISTORY     - Date     Condition        Report By
 CL1216  HISTORY     - 1979     MONUMENTED       NGS
 CL1216
 CL1216                          STATION DESCRIPTION
 CL1216
 CL1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1216'0.5 MI NW FROM TARVERSVILLE.
 CL1216'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE INTERSECTION OF
 CL1216'STATE HIGHWAY 96 AT TARVERSVILLE TO THE MARK ON THE RIGHT, 62.5 FEET
 CL1216'EAST OF THE CENTER LINE OF THE HIGHWAY, 12.5 FEET SOUTHWEST OF ONE OF
 CL1216'TWO GUY WIRES, 11.5 FEET SOUTHEAST OF THE SECOND GUY WIRE, AND 3.5
 CL1216'FEET NORTH OF A POWER POLE WITH LINES CROSSING THE HIGHWAY, A ROD
 CL1216'DRIVEN TO SUBSTANTIAL RESISTANCE.
 CL1216'THE MARK IS 1 FT  S FROM A WITNESS POST.
 CL1216'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0186 ***********************************************************************
 BD0186  DESIGNATION -  B 34
 BD0186  PID         -  BD0186
 BD0186  STATE/COUNTY-  GA/CHARLTON
 BD0186  USGS QUAD   -  ST GEORGE (1994)
 BD0186
 BD0186                         *CURRENT SURVEY CONTROL
 BD0186  ___________________________________________________________________
 BD0186* NAD 83(1986)-  30 31 14.     (N)    082 02 15.     (W)     SCALED    
 BD0186* NAVD 88     -        23.379  (meters)      76.70   (feet)  ADJUSTED  
 BD0186  ___________________________________________________________________
 BD0186  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BD0186  DYNAMIC HT  -          23.349 (meters)      76.60  (feet)  COMP
 BD0186  MODELED GRAV-     979,360.8   (mgal)                       NAVD 88
 BD0186
 BD0186  VERT ORDER  -  FIRST     CLASS II
 BD0186
 BD0186.The horizontal coordinates were scaled from a topographic map and have
 BD0186.an estimated accuracy of +/- 6 seconds.
 BD0186
 BD0186.The orthometric height was determined by differential leveling
 BD0186.and adjusted by the National Geodetic Survey in June 1991..
 BD0186
 BD0186.The geoid height was determined by GEOID03.
 BD0186
 BD0186.The dynamic height is computed by dividing the NAVD 88
 BD0186.geopotential number by the normal gravity value computed on the
 BD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0186.degrees latitude (g = 980.6199 gals.).
 BD0186
 BD0186.The modeled gravity was interpolated from observed gravity values.
 BD0186
 BD0186;                    North         East    Units  Estimated Accuracy
 BD0186;SPC GA E     -    57,710.      212,400.      MT  (+/- 180 meters Scaled)
 BD0186
 BD0186                          SUPERSEDED SURVEY CONTROL
 BD0186
 BD0186  NGVD 29 (??/??/92)   23.673  (m)           77.67   (f) ADJ UNCH    1 2
 BD0186
 BD0186.Superseded values are not recommended for survey control.
 BD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0186.See file dsdata.txt to determine how the superseded data were derived.
 BD0186
 BD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP004769(NAD 83)
 BD0186_MARKER: DB = BENCH MARK DISK
 BD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0186_STAMPING: B 34 1917
 BD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0186+STABILITY: SURFACE MOTION
 BD0186
 BD0186  HISTORY     - Date     Condition        Report By
 BD0186  HISTORY     - 1917     MONUMENTED       CGS
 BD0186  HISTORY     - 1957     GOOD             NGS
 BD0186
 BD0186                          STATION DESCRIPTION
 BD0186
 BD0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD0186'AT ST GEORGE.
 BD0186'AT ST. GEORGE, ALONG THE SOUTHERN RAILWAY, 120 YARDS SOUTH
 BD0186'ALONG STATE HIGHWAY 23 FROM THE POST OFFICE, AT THE CROSSING
 BD0186'OF STATE HIGHWAY 23 AND THE SOUTHERN RAILWAY, 55 FEET WEST OF
 BD0186'THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE SOUTH RAIL
 BD0186'OF THE MAIN TRACK, 9 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BD0186'OF A CONCRETE BASE OF A RELAY SWITCH BOX, 2.7 FEET WEST OF BENCH
 BD0186'MARK 78 (USGS), 41 FEET EAST OF THE FIRST TELEPHONE AND POWER
 BD0186'LINE POLE WEST OF THE HIGHWAY, 1 1/2 FEET BELOW THE TOP OF THE
 BD0186'RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0093 ***********************************************************************
 DG0093  DESIGNATION -  B 34
 DG0093  PID         -  DG0093
 DG0093  STATE/COUNTY-  GA/DE KALB
 DG0093  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0093
 DG0093                         *CURRENT SURVEY CONTROL
 DG0093  ___________________________________________________________________
 DG0093* NAD 83(1994)-  33 49 44.54382(N)    084 16 11.08366(W)     ADJUSTED  
 DG0093* NAVD 88     -       297.232  (meters)     975.17   (feet)  ADJUSTED  
 DG0093  ___________________________________________________________________
 DG0093  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0093  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0093  DYNAMIC HT  -         296.903 (meters)     974.09  (feet)  COMP
 DG0093  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 DG0093
 DG0093  HORZ ORDER  -  SECOND
 DG0093  VERT ORDER  -  FIRST     CLASS II
 DG0093
 DG0093.The horizontal coordinates were established by classical geodetic methods
 DG0093.and adjusted by the National Geodetic Survey in September 1997..
 DG0093
 DG0093.The orthometric height was determined by differential leveling
 DG0093.and adjusted by the National Geodetic Survey in June 1991..
 DG0093
 DG0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0093
 DG0093.The geoid height was determined by GEOID03.
 DG0093
 DG0093.The dynamic height is computed by dividing the NAVD 88
 DG0093.geopotential number by the normal gravity value computed on the
 DG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0093.degrees latitude (g = 980.6199 gals.).
 DG0093
 DG0093.The modeled gravity was interpolated from observed gravity values.
 DG0093
 DG0093;                    North         East     Units Scale Factor Converg.
 DG0093;SPC GA W     -   424,547.331   690,459.005   MT  0.99990112   -0 03 26.6
 DG0093;SPC GA W     - 1,392,869.04  2,265,280.92   sFT  0.99990112   -0 03 26.6
 DG0093;UTM  16      - 3,746,553.598   752,673.705   MT  1.00038713   +1 31 14.8
 DG0093
 DG0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0093!SPC GA W     -   0.99995797  x   0.99990112  =   0.99985910
 DG0093!UTM  16      -   0.99995797  x   1.00038713  =   1.00034509
 DG0093
 DG0093:                Primary Azimuth Mark                     Grid Az
 DG0093:SPC GA W     -  B 35                                     036 12 38.3
 DG0093:UTM  16      -  B 35                                     034 37 56.9
 DG0093
 DG0093|---------------------------------------------------------------------|
 DG0093| PID    Reference Object                     Distance      Geod. Az  |
 DG0093|                                                           dddmmss.s |
 DG0093| DG0094 B 35                                414.821 METERS 0360911.7 |
 DG0093| CZ2772 B 34 RM 1                            34.061 METERS 21554     |
 DG0093| DG0092 B 34 RM 2                            59.861 METERS 21554     |
 DG0093| DG0090 B 33                                314.403 METERS 21603     |
 DG0093|---------------------------------------------------------------------|
 DG0093
 DG0093                          SUPERSEDED SURVEY CONTROL
 DG0093
 DG0093  NAD 83(1986)-  33 49 44.54522(N)    084 16 11.08089(W) AD(       ) 2
 DG0093  NAD 27      -  33 49 44.17006(N)    084 16 11.36238(W) AD(       ) 2
 DG0093  NGVD 29 (??/??/92)  297.149  (m)          974.90   (f) ADJ UNCH    1 2
 DG0093
 DG0093.Superseded values are not recommended for survey control.
 DG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0093.See file dsdata.txt to determine how the superseded data were derived.
 DG0093
 DG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5267446554(NAD 83)
 DG0093_MARKER: DD = SURVEY DISK
 DG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0093_STAMPING: B 34
 DG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0093+STABILITY: SURFACE MOTION
 DG0093
 DG0093  HISTORY     - Date     Condition        Report By
 DG0093  HISTORY     - 1973     MONUMENTED       MARTA
 DG0093  HISTORY     - 1974     GOOD             NGS
 DG0093
 DG0093                          STATION DESCRIPTION
 DG0093
 DG0093'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0093'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT 9.17 FT N. OF
 DG0093'THE N. RAIL OF THE S.C.L. R/R, 9 FT W. OF A BRIDGE OVER BURNT
 DG0093'FORK CREEK BETWEEN PANGBORN RD. AND FRAZIER RD., 20.5 FT SE OF A
 DG0093'TELEGRAPH POLE NEAR CREEK.
 DG0093
 DG0093                          STATION RECOVERY (1974)
 DG0093
 DG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0093'3.6 MI SW FROM TUCKER.
 DG0093'A STANDARD MARTA BRASS DISK ABOUT 3.6 MILES SOUTHWEST OF THE
 DG0093'SEABOARD COAST LINE DEPOT AT TUCKER, 9.17 FEET NORTH OF THE NORTH
 DG0093'RAIL OF THE SEABOARD COAST LINE RAILROAD TRACKS, 9 FEET WEST OF A
 DG0093'BRIDGE OVER BURNT FORK CREEK BETWEEN PANGBORN RD., AND FRAZIER RD.,
 DG0093'20.5 FEET SOUTHEAST OF A TELEGRAPH POLE NEAR CREEK.  THE DISK IS
 DG0093'SET ATOP A CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0092 ***********************************************************************
 DG0092  DESIGNATION -  B 34 RM 2
 DG0092  PID         -  DG0092
 DG0092  STATE/COUNTY-  GA/DE KALB
 DG0092  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0092
 DG0092                         *CURRENT SURVEY CONTROL
 DG0092  ___________________________________________________________________
 DG0092* NAD 83(1986)-  33 49 43.     (N)    084 16 13.     (W)     SCALED    
 DG0092* NAVD 88     -       297.232  (meters)     975.17   (feet)  ADJUSTED  
 DG0092  ___________________________________________________________________
 DG0092  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0092  DYNAMIC HT  -         296.903 (meters)     974.09  (feet)  COMP
 DG0092  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 DG0092
 DG0092  VERT ORDER  -  FIRST     CLASS II
 DG0092
 DG0092.The horizontal coordinates were scaled from a topographic map and have
 DG0092.an estimated accuracy of +/- 6 seconds.
 DG0092
 DG0092.The orthometric height was determined by differential leveling
 DG0092.and adjusted by the National Geodetic Survey in June 1991..
 DG0092
 DG0092.The geoid height was determined by GEOID03.
 DG0092
 DG0092.The dynamic height is computed by dividing the NAVD 88
 DG0092.geopotential number by the normal gravity value computed on the
 DG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0092.degrees latitude (g = 980.6199 gals.).
 DG0092
 DG0092.The modeled gravity was interpolated from observed gravity values.
 DG0092
 DG0092;                    North         East    Units  Estimated Accuracy
 DG0092;SPC GA W     -   424,500.      690,410.      MT  (+/- 180 meters Scaled)
 DG0092
 DG0092                          SUPERSEDED SURVEY CONTROL
 DG0092
 DG0092  NGVD 29 (??/??/92)  297.149  (m)          974.90   (f) ADJ UNCH    1 2
 DG0092
 DG0092.Superseded values are not recommended for survey control.
 DG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0092.See file dsdata.txt to determine how the superseded data were derived.
 DG0092
 DG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC526465(NAD 83)
 DG0092_MARKER: DD = SURVEY DISK
 DG0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0092_STAMPING: RM 2
 DG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0092+STABILITY: SURFACE MOTION
 DG0092
 DG0092  HISTORY     - Date     Condition        Report By
 DG0092  HISTORY     - 1973     MONUMENTED       MARTA
 DG0092  HISTORY     - 1974     GOOD             NGS
 DG0092
 DG0092                          STATION DESCRIPTION
 DG0092
 DG0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DG0092'3.7 MI SW FROM TUCKER.
 DG0092'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0092'SEABOARD COAST LINE RAILROAD.  ABOUT 3.7 MILES SOUTHWEST OF THE
 DG0092'TRAIN DEPOT IN TUCKER, APPROXIMATELY 1450 FEET NORTHEAST OF THE
 DG0092'NORTHEAST END OF THE RAILROAD BRIDGE OVER PANGBORN DRIVE, 207 FEET
 DG0092'SOUTHWEST OF THE SOUTHWEST END OF A RAILROAD BRIDGE OVER BURNT
 DG0092'FORK CREEK, 196.4 FEET SOUTHWEST OF MARTA MONUMENT B 34 (BRASS
 DG0092'DISK), 8 FEET NORTHWEST OF THE NORTHWEST RAIL.  THE DISK SETS ATOP
 DG0092'A POURED CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2 FEET BELOW
 DG0092'THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2132 ***********************************************************************
 DG2132  DESIGNATION -  B 340
 DG2132  PID         -  DG2132
 DG2132  STATE/COUNTY-  GA/HENRY
 DG2132  USGS QUAD   -  MC DONOUGH (1981)
 DG2132
 DG2132                         *CURRENT SURVEY CONTROL
 DG2132  ___________________________________________________________________
 DG2132* NAD 83(1994)-  33 24 51.76749(N)    084 09 24.82097(W)     ADJUSTED  
 DG2132* NAVD 88     -       274.233  (meters)     899.71   (feet)  ADJUSTED  
 DG2132  ___________________________________________________________________
 DG2132  X           -     542,569.400 (meters)                     COMP
 DG2132  Y           -  -5,301,819.865 (meters)                     COMP
 DG2132  Z           -   3,492,546.628 (meters)                     COMP
 DG2132  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DG2132  ELLIP HEIGHT-         245.38  (meters)          (09/21/99) GPS OBS
 DG2132  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG2132  DYNAMIC HT  -         273.926 (meters)     898.71  (feet)  COMP
 DG2132  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 DG2132
 DG2132  HORZ ORDER  -  FIRST
 DG2132  VERT ORDER  -  FIRST     CLASS II
 DG2132  ELLP ORDER  -  FIFTH     CLASS II
 DG2132
 DG2132.The horizontal coordinates were established by GPS observations
 DG2132.and adjusted by the National Geodetic Survey in September 1999..
 DG2132.No horizontal observational check was made to the station.
 DG2132
 DG2132.The orthometric height was determined by differential leveling
 DG2132.and adjusted by the National Geodetic Survey in June 1991..
 DG2132
 DG2132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG2132
 DG2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2132
 DG2132.The ellipsoidal height was determined by GPS observations
 DG2132.and is referenced to NAD 83.
 DG2132
 DG2132.The geoid height was determined by GEOID03.
 DG2132
 DG2132.The dynamic height is computed by dividing the NAVD 88
 DG2132.geopotential number by the normal gravity value computed on the
 DG2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2132.degrees latitude (g = 980.6199 gals.).
 DG2132
 DG2132.The modeled gravity was interpolated from observed gravity values.
 DG2132
 DG2132;                    North         East     Units Scale Factor Converg.
 DG2132;SPC GA W     -   378,554.933   700,908.837   MT  0.99990001   +0 00 19.4
 DG2132;SPC GA W     - 1,241,975.64  2,299,565.08   sFT  0.99990001   +0 00 19.4
 DG2132;UTM  16      - 3,700,840.771   764,385.611   MT  1.00046187   +1 33 59.7
 DG2132
 DG2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2132!SPC GA W     -   0.99996148  x   0.99990001  =   0.99986149
 DG2132!UTM  16      -   0.99996148  x   1.00046187  =   1.00042333
 DG2132
 DG2132                          SUPERSEDED SURVEY CONTROL
 DG2132
 DG2132  NAD 83(1994)-  33 24 51.76666(N)    084 09 24.82020(W) AD(1995.00) 1
 DG2132  ELLIP H (08/25/95)  245.46   (m)                       GP(1995.00) 4 1
 DG2132  NAVD 88 (08/25/95)  274.23   (m)          899.7    (f) LEVELING    3  
 DG2132
 DG2132.Superseded values are not recommended for survey control.
 DG2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2132.See file dsdata.txt to determine how the superseded data were derived.
 DG2132
 DG2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6438600841(NAD 83)
 DG2132_MARKER: DV = VERTICAL CONTROL DISK
 DG2132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2132_SP_SET: STAINLESS STEEL ROD
 DG2132_STAMPING: B 340 1979
 DG2132_MARK LOGO: NGS   
 DG2132_PROJECTION: FLUSH
 DG2132_MAGNETIC: I = MARKER IS A STEEL ROD
 DG2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2132+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DG2132_ROD/PIPE-DEPTH: 4.57 meters
 DG2132
 DG2132  HISTORY     - Date     Condition        Report By
 DG2132  HISTORY     - 1979     MONUMENTED       NGS
 DG2132  HISTORY     - 19950127 GOOD             NOS
 DG2132  HISTORY     - 20060522 GOOD             INDIV
 DG2132
 DG2132                          STATION DESCRIPTION
 DG2132
 DG2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DG2132'1.9 MI SW FROM MCDONOUGH.
 DG2132'1.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG2132'MCCONOUGH, AT THE NORTH CORNER OF THE Y JUNCTION OF WEST ASBURY ROAD
 DG2132'WITH STATE HIGHWAY 155, ABOUT 205 FEET NORTHWEST OF AND ACROSS THE
 DG2132'HIGHWAY AND ROAD FROM THE NORTHWEST RAIL OF THE RAILROAD, 154.0 FEET
 DG2132'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 97.0 FEET NORTHEAST AND
 DG2132'ACROSS THE ROAD FROM THE EAST CORNER OF A 4 FOOT BRICK WALL TO DAVIS
 DG2132'BROTHERS MOTOR LODGE, 40.0 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 DG2132'2.5 FEET EAST OF A GUY WIRE POWER POLE.
 DG2132'THE MARK IS 1 FT  S FROM  B 340
 DG2132'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DG2132
 DG2132                          STATION RECOVERY (1995)
 DG2132
 DG2132'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (CSM)
 DG2132'RECOVERED AS DESCRIBED.
 DG2132
 DG2132                          STATION RECOVERY (2006)
 DG2132
 DG2132'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 DG2132'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1052 ***********************************************************************
 DF1052  DESIGNATION -  B 341
 DF1052  PID         -  DF1052
 DF1052  STATE/COUNTY-  GA/BALDWIN
 DF1052  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1052
 DF1052                         *CURRENT SURVEY CONTROL
 DF1052  ___________________________________________________________________
 DF1052* NAD 83(1986)-  33 05 22.     (N)    083 11 42.     (W)     SCALED    
 DF1052* NAVD 88     -       106.826  (meters)     350.48   (feet)  ADJUSTED  
 DF1052  ___________________________________________________________________
 DF1052  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DF1052  DYNAMIC HT  -         106.711 (meters)     350.10  (feet)  COMP
 DF1052  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DF1052
 DF1052  VERT ORDER  -  FIRST     CLASS II
 DF1052
 DF1052.The horizontal coordinates were scaled from a topographic map and have
 DF1052.an estimated accuracy of +/- 6 seconds.
 DF1052
 DF1052.The orthometric height was determined by differential leveling
 DF1052.and adjusted by the National Geodetic Survey in June 1991..
 DF1052
 DF1052.The geoid height was determined by GEOID03.
 DF1052
 DF1052.The dynamic height is computed by dividing the NAVD 88
 DF1052.geopotential number by the normal gravity value computed on the
 DF1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1052.degrees latitude (g = 980.6199 gals.).
 DF1052
 DF1052.The modeled gravity was interpolated from observed gravity values.
 DF1052
 DF1052;                    North         East    Units  Estimated Accuracy
 DF1052;SPC GA E     -   342,990.      104,000.      MT  (+/- 180 meters Scaled)
 DF1052
 DF1052                          SUPERSEDED SURVEY CONTROL
 DF1052
 DF1052.No superseded survey control is available for this station.
 DF1052
 DF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS951633(NAD 83)
 DF1052_MARKER: DB = BENCH MARK DISK
 DF1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1052_SP_SET: STAINLESS STEEL ROD
 DF1052_STAMPING: B 341 1979
 DF1052_PROJECTION: FLUSH
 DF1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1052_ROD/PIPE-DEPTH: 4.57 meters
 DF1052
 DF1052  HISTORY     - Date     Condition        Report By
 DF1052  HISTORY     - 1979     MONUMENTED       NGS
 DF1052
 DF1052                          STATION DESCRIPTION
 DF1052
 DF1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1052'2.0 MI EAST FROM MILLEDGEVILLE.
 DF1052'2.0 MILES EAST ALONG STATE HIGHWAYS 22 AND 24 FROM THE POST OFFICE
 DF1052'IN MILLEDGEVILLE TO THE MARK ON THE RIGHT, SET BETWEEN POWER POLE
 DF1052'AND GUY WIRE, 0.05 MILE EAST OF COUNTY ROAD NUMBER 90782, 0.05 MILE
 DF1052'WEST OF HIGHWAY MILEAGE MARKER NUMBER 14, AT WHERE THE POWERLINE
 DF1052'CROSSES HIGHWAY, 63 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 49
 DF1052'FEET SOUTHEAST OF A FIRE HYDRANT, 12 FEET NORTHWEST OF A GUY WIRE,
 DF1052'2 FEET EAST OF POWER POLE NUMBER 58.  ROD DRIVEN TO REFUSAL.
 DF1052'THE MARK IS 1 FT  W FROM A WITNESS POST.
 DF1052'THE MARK IS 6 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1094 ***********************************************************************
 DF1094  DESIGNATION -  B 342
 DF1094  PID         -  DF1094
 DF1094  STATE/COUNTY-  GA/WARREN
 DF1094  USGS QUAD   -  WARRENTON (1987)
 DF1094
 DF1094                         *CURRENT SURVEY CONTROL
 DF1094  ___________________________________________________________________
 DF1094* NAD 83(1986)-  33 22 45.     (N)    082 41 18.     (W)     SCALED    
 DF1094* NAVD 88     -       131.631  (meters)     431.86   (feet)  ADJUSTED  
 DF1094  ___________________________________________________________________
 DF1094  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DF1094  DYNAMIC HT  -         131.490 (meters)     431.40  (feet)  COMP
 DF1094  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 DF1094
 DF1094  VERT ORDER  -  FIRST     CLASS II
 DF1094
 DF1094.The horizontal coordinates were scaled from a topographic map and have
 DF1094.an estimated accuracy of +/- 6 seconds.
 DF1094
 DF1094.The orthometric height was determined by differential leveling
 DF1094.and adjusted by the National Geodetic Survey in June 1991..
 DF1094
 DF1094.The geoid height was determined by GEOID03.
 DF1094
 DF1094.The dynamic height is computed by dividing the NAVD 88
 DF1094.geopotential number by the normal gravity value computed on the
 DF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1094.degrees latitude (g = 980.6199 gals.).
 DF1094
 DF1094.The modeled gravity was interpolated from observed gravity values.
 DF1094
 DF1094;                    North         East    Units  Estimated Accuracy
 DF1094;SPC GA E     -   374,770.      151,460.      MT  (+/- 180 meters Scaled)
 DF1094
 DF1094                          SUPERSEDED SURVEY CONTROL
 DF1094
 DF1094.No superseded survey control is available for this station.
 DF1094
 DF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS429945(NAD 83)
 DF1094_MARKER: DB = BENCH MARK DISK
 DF1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF1094_SP_SET: BRIDGE
 DF1094_STAMPING: B 342 1979
 DF1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1094
 DF1094  HISTORY     - Date     Condition        Report By
 DF1094  HISTORY     - 1979     MONUMENTED       NGS
 DF1094
 DF1094                          STATION DESCRIPTION
 DF1094
 DF1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1094'2.45 MI SW FROM WARRENTON.
 DF1094'2.45 MILES SOUTHWEST ALONG STATE HIGHWAYS C 12 AND 16 FROM THE POST
 DF1094'OFFICE IN WARRENTON TO THE MARK ON THE RIGHT, SET IN TOP OF THE
 DF1094'NORTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER ROCKY COMFORT CREEK,
 DF1094'15 FEET NORTH OF THE CENTERLINE OF HIGHWAY.
 DF1094'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1043 ***********************************************************************
 DF1043  DESIGNATION -  B 343
 DF1043  PID         -  DF1043
 DF1043  STATE/COUNTY-  GA/BALDWIN
 DF1043  USGS QUAD   -  BROWNS CROSSING (1985)
 DF1043
 DF1043                         *CURRENT SURVEY CONTROL
 DF1043  ___________________________________________________________________
 DF1043* NAD 83(1986)-  33 04 14.     (N)    083 15 37.     (W)     SCALED    
 DF1043* NAVD 88     -       115.759  (meters)     379.79   (feet)  ADJUSTED  
 DF1043  ___________________________________________________________________
 DF1043  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF1043  DYNAMIC HT  -         115.635 (meters)     379.38  (feet)  COMP
 DF1043  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 DF1043
 DF1043  VERT ORDER  -  FIRST     CLASS II
 DF1043
 DF1043.The horizontal coordinates were scaled from a topographic map and have
 DF1043.an estimated accuracy of +/- 6 seconds.
 DF1043
 DF1043.The orthometric height was determined by differential leveling
 DF1043.and adjusted by the National Geodetic Survey in June 1991..
 DF1043
 DF1043.The geoid height was determined by GEOID03.
 DF1043
 DF1043.The dynamic height is computed by dividing the NAVD 88
 DF1043.geopotential number by the normal gravity value computed on the
 DF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1043.degrees latitude (g = 980.6199 gals.).
 DF1043
 DF1043.The modeled gravity was interpolated from observed gravity values.
 DF1043
 DF1043;                    North         East    Units  Estimated Accuracy
 DF1043;SPC GA E     -   340,960.       97,890.      MT  (+/- 180 meters Scaled)
 DF1043
 DF1043                          SUPERSEDED SURVEY CONTROL
 DF1043
 DF1043.No superseded survey control is available for this station.
 DF1043
 DF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS890613(NAD 83)
 DF1043_MARKER: DB = BENCH MARK DISK
 DF1043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1043_SP_SET: STAINLESS STEEL ROD
 DF1043_STAMPING: B 343 1979
 DF1043_PROJECTION: FLUSH
 DF1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1043_ROD/PIPE-DEPTH: 2.74 meters
 DF1043
 DF1043  HISTORY     - Date     Condition        Report By
 DF1043  HISTORY     - 1979     MONUMENTED       NGS
 DF1043
 DF1043                          STATION DESCRIPTION
 DF1043
 DF1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1043'2.2 MI SW FROM MILLEDGEVILLE.
 DF1043'2.2 MILES SOUTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 DF1043'MILLEDGEVILLE TO THE MARK ON THE RIGHT, 2 FEET NORTH OF POWER POLE
 DF1043'NUMBER 2227 WITH A GUY WIRE, 8.5 FEET SOUTH OF THE BASE OF THE GUY
 DF1043'WIRE, 9.9 FEET EAST OF A CONCRETE POST FOR STATE RIGHT AWAY MARKER, 49
 DF1043'FEET NORTHWEST OF THE CENTER LINE OF ROUTE 49, 162 FEET EAST OF THE
 DF1043'CENTER LINE OF A PAVED ROAD LEADING NORTH TO THE DEPARTMENT OF
 DF1043'TRANSPORTATION MAINTENANCE HEADQUARTERS. ROD DRIVEN TO REFUSAL.
 DF1043'THE MARK IS 3 FT  W FROM A WITNESS POST.
 DF1043'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0991 ***********************************************************************
 DF0991  DESIGNATION -  B 344
 DF0991  PID         -  DF0991
 DF0991  STATE/COUNTY-  GA/JEFFERSON
 DF0991  USGS QUAD   -  KEYSVILLE (1950)
 DF0991
 DF0991                         *CURRENT SURVEY CONTROL
 DF0991  ___________________________________________________________________
 DF0991* NAD 83(1986)-  33 13 27.     (N)    082 14 02.     (W)     SCALED    
 DF0991* NAVD 88     -       100.603  (meters)     330.06   (feet)  ADJUSTED  
 DF0991  ___________________________________________________________________
 DF0991  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DF0991  DYNAMIC HT  -         100.494 (meters)     329.70  (feet)  COMP
 DF0991  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 DF0991
 DF0991  VERT ORDER  -  FIRST     CLASS II
 DF0991
 DF0991.The horizontal coordinates were scaled from a topographic map and have
 DF0991.an estimated accuracy of +/- 6 seconds.
 DF0991
 DF0991.The orthometric height was determined by differential leveling
 DF0991.and adjusted by the National Geodetic Survey in June 1991..
 DF0991
 DF0991.The geoid height was determined by GEOID03.
 DF0991
 DF0991.The dynamic height is computed by dividing the NAVD 88
 DF0991.geopotential number by the normal gravity value computed on the
 DF0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0991.degrees latitude (g = 980.6199 gals.).
 DF0991
 DF0991.The modeled gravity was interpolated from observed gravity values.
 DF0991
 DF0991;                    North         East    Units  Estimated Accuracy
 DF0991;SPC GA E     -   357,460.      193,730.      MT  (+/- 180 meters Scaled)
 DF0991
 DF0991                          SUPERSEDED SURVEY CONTROL
 DF0991
 DF0991.No superseded survey control is available for this station.
 DF0991
 DF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS850768(NAD 83)
 DF0991_MARKER: DB = BENCH MARK DISK
 DF0991_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DF0991_SP_SET: GALVANIZED STEEL ROD
 DF0991_STAMPING: B 344 1979
 DF0991_PROJECTION: FLUSH
 DF0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0991_ROD/PIPE-DEPTH: 9.75 meters
 DF0991
 DF0991  HISTORY     - Date     Condition        Report By
 DF0991  HISTORY     - 1979     MONUMENTED       NGS
 DF0991
 DF0991                          STATION DESCRIPTION
 DF0991
 DF0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0991'0.45 MI SOUTH FROM KEYSVILLE.
 DF0991'0.45 MILE SOUTH ALONG STATE HIGHWAY 88 FROM THE CONCRETE HIGHWAY
 DF0991'BRIDGE OVER BRIER CREEK AT KEYSVILLE, AT THE JUNCTION OF STATE HIGHWAY
 DF0991'305 LEADING SOUTH AT THE NORTHWEST CORNER OF A TRIANGULAR FLOWER BED
 DF0991'IN THE Y-JUNCTION OF THE TWO HIGHWAYS, 192 FT. SOUTHWEST OF THE
 DF0991'SOUTHWEST END OF 24-INCH CONCRETE CULVERT UNDER HIGHWAY 305, 85 FT.
 DF0991'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 88, 40.5 FT. SOUTHEAST
 DF0991'OF THE CENTERLINE OF HIGHWAY 305, 7 FT. BELOW WITNESS POST, 2 FT.
 DF0991'ABOVE HIGHWAY 305. DISK 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 DF0991'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 DF0991'THE MARK IS 40 FT  NE FROM A WITNESS POST.
 DF0991'THE MARK IS 2 FT BELOW HIGHWAY 88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1143 ***********************************************************************
 CL1143  DESIGNATION -  B 345
 CL1143  PID         -  CL1143
 CL1143  STATE/COUNTY-  GA/BURKE
 CL1143  USGS QUAD   -  MIDVILLE (1981)
 CL1143
 CL1143                         *CURRENT SURVEY CONTROL
 CL1143  ___________________________________________________________________
 CL1143* NAD 83(1986)-  32 51 21.     (N)    082 13 56.     (W)     SCALED    
 CL1143* NAVD 88     -        74.657  (meters)     244.94   (feet)  ADJUSTED  
 CL1143  ___________________________________________________________________
 CL1143  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1143  DYNAMIC HT  -          74.574 (meters)     244.66  (feet)  COMP
 CL1143  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CL1143
 CL1143  VERT ORDER  -  FIRST     CLASS II
 CL1143
 CL1143.The horizontal coordinates were scaled from a topographic map and have
 CL1143.an estimated accuracy of +/- 6 seconds.
 CL1143
 CL1143.The orthometric height was determined by differential leveling
 CL1143.and adjusted by the National Geodetic Survey in June 1991..
 CL1143
 CL1143.The geoid height was determined by GEOID03.
 CL1143
 CL1143.The dynamic height is computed by dividing the NAVD 88
 CL1143.geopotential number by the normal gravity value computed on the
 CL1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1143.degrees latitude (g = 980.6199 gals.).
 CL1143
 CL1143.The modeled gravity was interpolated from observed gravity values.
 CL1143
 CL1143;                    North         East    Units  Estimated Accuracy
 CL1143;SPC GA E     -   316,620.      193,860.      MT  (+/- 180 meters Scaled)
 CL1143
 CL1143                          SUPERSEDED SURVEY CONTROL
 CL1143
 CL1143.No superseded survey control is available for this station.
 CL1143
 CL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS847359(NAD 83)
 CL1143_MARKER: DB = BENCH MARK DISK
 CL1143_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CL1143_SP_SET: GALVANIZED STEEL ROD
 CL1143_STAMPING: B 345 1979
 CL1143_PROJECTION: PROJECTING 5 CENTIMETERS
 CL1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1143_ROD/PIPE-DEPTH: 4.88 meters
 CL1143
 CL1143  HISTORY     - Date     Condition        Report By
 CL1143  HISTORY     - 1979     MONUMENTED       NGS
 CL1143
 CL1143                          STATION DESCRIPTION
 CL1143
 CL1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1143'2.65 MI NORTH FROM MIDVILLE.
 CL1143'0.25 MILE NORTH ALONG STATE HIGHWAY 56 FROM THE CENTRAL OF GEORGIA
 CL1143'RAILROAD CROSSING AT MIDVILLE TO THE Y-JUNCTION OF STATE HIGHWAY
 CL1143'305, THENCE 2.4 MILES NORTH ALONG HIGHWAY 305, AT THE ENTRANCE
 CL1143'TO A PASTURE AND BARN JUST NORTH OF A FARM POND, AT A NORTH-SOUTH
 CL1143'FENCE LINE, 31 FT. WEST OF CENTERLINE OF HIGHWAY 305, 12 FT. SOUTH
 CL1143'OF CENTERLINE OF FIELD ROAD, 6 FT. SOUTH OF NORTHEAST FENCE CORNER,
 CL1143'1 FT. EAST OF FENCE. DISK LEVEL WITH GROUND, ACCESS TO WHICH
 CL1143'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CL1143'THE MARK IS 1 FT  E FROM A WITNESS POST.
 CL1143'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1189 ***********************************************************************
 CL1189  DESIGNATION -  B 347
 CL1189  PID         -  CL1189
 CL1189  STATE/COUNTY-  GA/BIBB
 CL1189  USGS QUAD   -  MACON WEST (1985)
 CL1189
 CL1189                         *CURRENT SURVEY CONTROL
 CL1189  ___________________________________________________________________
 CL1189* NAD 83(1986)-  32 51 30.     (N)    083 38 50.     (W)     SCALED    
 CL1189* NAVD 88     -        95.177  (meters)     312.26   (feet)  ADJUSTED  
 CL1189  ___________________________________________________________________
 CL1189  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CL1189  DYNAMIC HT  -          95.073 (meters)     311.92  (feet)  COMP
 CL1189  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 CL1189
 CL1189  VERT ORDER  -  FIRST     CLASS II
 CL1189
 CL1189.The horizontal coordinates were scaled from a topographic map and have
 CL1189.an estimated accuracy of +/- 6 seconds.
 CL1189
 CL1189.The orthometric height was determined by differential leveling
 CL1189.and adjusted by the National Geodetic Survey in June 1991..
 CL1189
 CL1189.The geoid height was determined by GEOID03.
 CL1189
 CL1189.The dynamic height is computed by dividing the NAVD 88
 CL1189.geopotential number by the normal gravity value computed on the
 CL1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1189.degrees latitude (g = 980.6199 gals.).
 CL1189
 CL1189.The modeled gravity was interpolated from observed gravity values.
 CL1189
 CL1189;                    North         East    Units  Estimated Accuracy
 CL1189;SPC GA W     -   317,010.      748,620.      MT  (+/- 180 meters Scaled)
 CL1189
 CL1189                          SUPERSEDED SURVEY CONTROL
 CL1189
 CL1189.No superseded survey control is available for this station.
 CL1189
 CL1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS522386(NAD 83)
 CL1189_MARKER: I = METAL ROD
 CL1189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CL1189_SP_SET: STAINLESS STEEL ROD
 CL1189_STAMPING: B 347 1979
 CL1189_PROJECTION: RECESSED 8 CENTIMETERS
 CL1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL1189+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2006
 CL1189_ROD/PIPE-DEPTH: 4.27 meters
 CL1189
 CL1189  HISTORY     - Date     Condition        Report By
 CL1189  HISTORY     - 1979     MONUMENTED       NGS
 CL1189  HISTORY     - 19920212 GOOD             NGS
 CL1189  HISTORY     - 20040516 GOOD             METRIC
 CL1189  HISTORY     - 20060604 GOOD             METRIC
 CL1189
 CL1189                          STATION DESCRIPTION
 CL1189
 CL1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1189'1.5 MI NW FROM MACON.
 CL1189'1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 CL1189'HIGHWAYS  3 AND 49 IN MACON TO THE MARK ON THE RIGHT, 0.05 MILE
 CL1189'NORTHWEST OF RIVERSIDE ANIMAL HOSPITAL, 83 FEET SOUTHEAST OF A STREET
 CL1189'LAMP POLE, 58 FEET SOUTHEAST OF THE CENTER OF DRIVE TO A LIQUOR
 CL1189'STORE, 47 FEET SOUTHWEST OF A CONCRETE PIPE CULLERT, 42 FEET NORTHEAST
 CL1189'OF CENTER LINE OF HIGHWAY, 26 FEET NORTHWEST OF CENTER OF DRIVE TO A
 CL1189'PIZZA SHOP, 2 FEET NORTHWEST OF A STREET LAMP POLE.
 CL1189'THE MARK IS 1 FT  SE FROM  B 347
 CL1189'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CL1189
 CL1189                          STATION RECOVERY (1992)
 CL1189
 CL1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 CL1189'1.5 MILES (2.4 KM) NW ALONG RIVERSIDE DR (US HWY 23) FROM HIGHWAYS 3
 CL1189'AND 49 IN MACON TO THE MARK ON THE RIGHT, BETWEEN 2129 AND 2135
 CL1189'RIVERSIDE DR, THE FIRST BEING A ONE-STORY BROWN BRICK AND GLASS BLDG
 CL1189'HOUSING SHERWIN WILLIAMS PAINT STORE, THE SECOND A ONE-STORY MASONRY
 CL1189'BLDG HOUSING C AND C PACKAGE STORE, 83 FT (25.3 M) SE OF A STREET
 CL1189'LIGHT, 58 FT (17.7 M) SE OF DRIVE TO LIQUOR STORE, 47 FT (14.3 M) SW
 CL1189'OF A CULVERT, 42 FT (12.8 M) NE OF RIVERSIDE DR, 15 FT (4.6 M) NE OF
 CL1189'CURB OF SAME, 29 FT (8.8 M) SW OF 24 INCH RCP UNDER DRIVE, 26 FT (7.9
 CL1189'M) NW OF DRIVE, 9 FT (2.7 M) NW OF CURB OF SAME, 4 FT (1.2 M) NW OF NW
 CL1189'LINE EXTENDED OF NUMBER 2129 BLDG, 11.5 FT (3.5 M) SE OF LINE OF
 CL1189'CINDER BLOCK WALL EXTENDED, 2 FT (0.6 M) NW OF POLE, 0.2 FT (6.1 CM)
 CL1189'BELOW GRD.
 CL1189
 CL1189                          STATION RECOVERY (2004)
 CL1189
 CL1189'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL1189'RECOVERED IN GOOD CONDITION.
 CL1189
 CL1189                          STATION RECOVERY (2006)
 CL1189
 CL1189'RECOVERY NOTE BY METRIC SURVEYS 2006 (HLB)
 CL1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1707 ***********************************************************************
 CK1707  DESIGNATION -  B 348
 CK1707  PID         -  CK1707
 CK1707  STATE/COUNTY-  GA/BULLOCH
 CK1707  USGS QUAD   -  BROOKLET (1978)
 CK1707
 CK1707                         *CURRENT SURVEY CONTROL
 CK1707  ___________________________________________________________________
 CK1707* NAD 83(1986)-  32 24 11.     (N)    081 41 00.     (W)     SCALED    
 CK1707* NAVD 88     -        58.896  (meters)     193.23   (feet)  ADJUSTED  
 CK1707  ___________________________________________________________________
 CK1707  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CK1707  DYNAMIC HT  -          58.828 (meters)     193.00  (feet)  COMP
 CK1707  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CK1707
 CK1707  VERT ORDER  -  FIRST     CLASS II
 CK1707
 CK1707.The horizontal coordinates were scaled from a topographic map and have
 CK1707.an estimated accuracy of +/- 6 seconds.
 CK1707
 CK1707.The orthometric height was determined by differential leveling
 CK1707.and adjusted by the National Geodetic Survey in June 1991..
 CK1707
 CK1707.The geoid height was determined by GEOID03.
 CK1707
 CK1707.The dynamic height is computed by dividing the NAVD 88
 CK1707.geopotential number by the normal gravity value computed on the
 CK1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1707.degrees latitude (g = 980.6199 gals.).
 CK1707
 CK1707.The modeled gravity was interpolated from observed gravity values.
 CK1707
 CK1707;                    North         East    Units  Estimated Accuracy
 CK1707;SPC GA E     -   266,510.      245,470.      MT  (+/- 180 meters Scaled)
 CK1707
 CK1707                          SUPERSEDED SURVEY CONTROL
 CK1707
 CK1707.No superseded survey control is available for this station.
 CK1707
 CK1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR357853(NAD 83)
 CK1707_MARKER: DB = BENCH MARK DISK
 CK1707_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1707_SP_SET: GALVANIZED STEEL ROD
 CK1707_STAMPING: B 348 1979
 CK1707_PROJECTION: FLUSH
 CK1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1707_ROD/PIPE-DEPTH: 7.01 meters
 CK1707
 CK1707  HISTORY     - Date     Condition        Report By
 CK1707  HISTORY     - 1979     MONUMENTED       NGS
 CK1707
 CK1707                          STATION DESCRIPTION
 CK1707
 CK1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1707'2.2 MI NW FROM BROOKLET.
 CK1707'0.2 MILE NORTHEAST ALONG PARKER STREET FROM THE BROOKLET METHODIST
 CK1707'CHURCH IN BROOKLET, THENCE 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 80,
 CK1707'59.9 FT. NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.6 FT.
 CK1707'SOUTHEAST OF THE CENTER OF A SAND ROAD LEADING EAST-NORTHEAST, 3.9 FT.
 CK1707'SOUTHEAST OF A POWER POLE. DISK IS SET 5 INCHES BELOW GROUND, ACCESS
 CK1707'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CK1707'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 CK1707'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0669 ***********************************************************************
 BR0669  DESIGNATION -  B 35
 BR0669  PID         -  BR0669
 BR0669  STATE/COUNTY-  GA/MCINTOSH
 BR0669  USGS QUAD   -  TOWNSEND (1978)
 BR0669
 BR0669                         *CURRENT SURVEY CONTROL
 BR0669  ___________________________________________________________________
 BR0669* NAD 83(1986)-  31 32 28.     (N)    081 31 24.     (W)     SCALED    
 BR0669* NAVD 88     -         6.039  (meters)      19.81   (feet)  ADJUSTED  
 BR0669  ___________________________________________________________________
 BR0669  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 BR0669  DYNAMIC HT  -           6.032 (meters)      19.79  (feet)  COMP
 BR0669  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BR0669
 BR0669  VERT ORDER  -  FIRST     CLASS II
 BR0669
 BR0669.The horizontal coordinates were scaled from a topographic map and have
 BR0669.an estimated accuracy of +/- 6 seconds.
 BR0669
 BR0669.The orthometric height was determined by differential leveling
 BR0669.and adjusted by the National Geodetic Survey in June 1991..
 BR0669
 BR0669.The geoid height was determined by GEOID03.
 BR0669
 BR0669.The dynamic height is computed by dividing the NAVD 88
 BR0669.geopotential number by the normal gravity value computed on the
 BR0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0669.degrees latitude (g = 980.6199 gals.).
 BR0669
 BR0669.The modeled gravity was interpolated from observed gravity values.
 BR0669
 BR0669;                    North         East    Units  Estimated Accuracy
 BR0669;SPC GA E     -   171,020.      261,090.      MT  (+/- 180 meters Scaled)
 BR0669
 BR0669                          SUPERSEDED SURVEY CONTROL
 BR0669
 BR0669  NGVD 29 (??/??/92)    6.331  (m)           20.77   (f) ADJ UNCH    1 2
 BR0669
 BR0669.Superseded values are not recommended for survey control.
 BR0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0669.See file dsdata.txt to determine how the superseded data were derived.
 BR0669
 BR0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ503896(NAD 83)
 BR0669_MARKER: P = PIPE CAP
 BR0669_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0669_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0669_STAMPING: 20.961 B 35 1917
 BR0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0669
 BR0669  HISTORY     - Date     Condition        Report By
 BR0669  HISTORY     - 1917     MONUMENTED       USGS
 BR0669  HISTORY     - 1956     GOOD             NGS
 BR0669  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0669  HISTORY     - 1976     MARK NOT FOUND   USGS
 BR0669
 BR0669                          STATION DESCRIPTION
 BR0669
 BR0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0669'AT TOWNSEND.
 BR0669'AT TOWNSEND, ALONG THE SEABROAD AIR LINE RAILROAD, 55 1/2 FEET
 BR0669'WEST OF WEST RAIL OF MAIN TRACK, 109 YARDS SOUTH OF MILE POST 544,
 BR0669'201 FEET NORTHWEST AND ACROSS TRACKS FROM THE NORTHWEST CORNER OF
 BR0669'STATION, 197 FEET WEST-NORTHWEST AND ACROSS TRACK FROM BM C 35, 34
 BR0669'FEET WEST-SOUTHWEST OF THE THIRD TELEPHONE POLE SOUTH OF CROSSING
 BR0669'OF STATE HIGHWAY 99, 188 FEET NORTHEAST OF NORTHEAST PORCH CORNER
 BR0669'OF A BRICK CHURCH BUILDING, 6.7 FEET NORTH OF A 30-INCH OAK TREE,
 BR0669'ABOUT 2 FEET BELOW LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP
 BR0669'PROJECTING 5 INCHES.
 BR0669
 BR0669                          STATION RECOVERY (1975)
 BR0669
 BR0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0669'MARK NOT FOUND.
 BR0669
 BR0669                          STATION RECOVERY (1976)
 BR0669
 BR0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BR0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0094 ***********************************************************************
 DG0094  DESIGNATION -  B 35
 DG0094  PID         -  DG0094
 DG0094  STATE/COUNTY-  GA/DE KALB
 DG0094  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0094
 DG0094                         *CURRENT SURVEY CONTROL
 DG0094  ___________________________________________________________________
 DG0094* NAD 83(1994)-  33 49 55.41466(N)    084 16 01.56614(W)     ADJUSTED  
 DG0094* NAVD 88     -       298.415  (meters)     979.05   (feet)  ADJUSTED  
 DG0094  ___________________________________________________________________
 DG0094  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0094  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0094  DYNAMIC HT  -         298.085 (meters)     977.97  (feet)  COMP
 DG0094  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 DG0094
 DG0094  HORZ ORDER  -  SECOND
 DG0094  VERT ORDER  -  FIRST     CLASS II
 DG0094
 DG0094.The horizontal coordinates were established by classical geodetic methods
 DG0094.and adjusted by the National Geodetic Survey in September 1997..
 DG0094
 DG0094.The orthometric height was determined by differential leveling
 DG0094.and adjusted by the National Geodetic Survey in June 1991..
 DG0094
 DG0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0094
 DG0094.The geoid height was determined by GEOID03.
 DG0094
 DG0094.The dynamic height is computed by dividing the NAVD 88
 DG0094.geopotential number by the normal gravity value computed on the
 DG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0094.degrees latitude (g = 980.6199 gals.).
 DG0094
 DG0094.The modeled gravity was interpolated from observed gravity values.
 DG0094
 DG0094;                    North         East     Units Scale Factor Converg.
 DG0094;SPC GA W     -   424,881.996   690,704.038   MT  0.99990106   -0 03 21.3
 DG0094;SPC GA W     - 1,393,967.02  2,266,084.83   sFT  0.99990106   -0 03 21.3
 DG0094;UTM  16      - 3,746,895.051   752,909.543   MT  1.00038860   +1 31 20.6
 DG0094
 DG0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0094!SPC GA W     -   0.99995779  x   0.99990106  =   0.99985885
 DG0094!UTM  16      -   0.99995779  x   1.00038860  =   1.00034637
 DG0094
 DG0094:                Primary Azimuth Mark                     Grid Az
 DG0094:SPC GA W     -  B 36                                     037 41 07.4
 DG0094:UTM  16      -  B 36                                     036 06 25.5
 DG0094
 DG0094|---------------------------------------------------------------------|
 DG0094| PID    Reference Object                     Distance      Geod. Az  |
 DG0094|                                                           dddmmss.s |
 DG0094| DG0095 B 36                                408.464 METERS 0373746.1 |
 DG0094| CZ2774 B 35 RM 2                            51.442 METERS 21540     |
 DG0094| CZ2773 B 35 RM 1                            29.146 METERS 21540     |
 DG0094| DG0093 B 34                                414.821 METERS 2160917.0 |
 DG0094|---------------------------------------------------------------------|
 DG0094
 DG0094                          SUPERSEDED SURVEY CONTROL
 DG0094
 DG0094  NAD 83(1986)-  33 49 55.41611(N)    084 16 01.56337(W) AD(       ) 2
 DG0094  NAD 27      -  33 49 55.04069(N)    084 16 01.84475(W) AD(       ) 2
 DG0094  NGVD 29 (??/??/92)  298.332  (m)          978.78   (f) ADJ UNCH    1 2
 DG0094
 DG0094.Superseded values are not recommended for survey control.
 DG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0094.See file dsdata.txt to determine how the superseded data were derived.
 DG0094
 DG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5291046895(NAD 83)
 DG0094_MARKER: DD = SURVEY DISK
 DG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0094_STAMPING: B 35
 DG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0094+STABILITY: SURFACE MOTION
 DG0094
 DG0094  HISTORY     - Date     Condition        Report By
 DG0094  HISTORY     - 1973     MONUMENTED       MARTA
 DG0094  HISTORY     - 1974     GOOD             NGS
 DG0094
 DG0094                          STATION DESCRIPTION
 DG0094
 DG0094'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0094'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON NORTH
 DG0094'SIDE OF THE S.C.L. R/R, 8.71 FT NORTH OF NORTH RAIL, 18.0 FT
 DG0094'WEST OF CENTERLINE OF FRAZIER RD., 6.7 FT EAST OF SIGNAL CONTROL
 DG0094'BOX, POWER LINE CROSSES OVER MONUMENT.
 DG0094
 DG0094                          STATION RECOVERY (1974)
 DG0094
 DG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0094'3.4 MI SW FROM TUCKER.
 DG0094'A STANDARD MARTA BRASS DISK SET JUST WEST OF FRAZIER RD. ON THE
 DG0094'SEABOARD COAST LINE RAILROAD TRACKS, ABOUT 3.4 MILES SOUTHWEST OF
 DG0094'THE SEABOARD COAST LINE RAILROAD DEPOT AT TUCKER, 18.0 FEET WEST
 DG0094'OF THE CENTERLINE OF FRAZIER RD., 8.71 FEET NORTH OF THE NORTHERMOST
 DG0094'RAIL, 6.7 FEET EAST OF A SIGNAL BOX.  A POWER LINE CROSSES OVER
 DG0094'THE MONUMENT.  THE DISK IS SET ATOP A CONCRETE POST FLUSH WITH
 DG0094'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0095 ***********************************************************************
 DG0095  DESIGNATION -  B 36
 DG0095  PID         -  DG0095
 DG0095  STATE/COUNTY-  GA/DE KALB
 DG0095  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0095
 DG0095                         *CURRENT SURVEY CONTROL
 DG0095  ___________________________________________________________________
 DG0095* NAD 83(1994)-  33 50 05.91386(N)    084 15 51.86681(W)     ADJUSTED  
 DG0095* NAVD 88     -       300.375  (meters)     985.48   (feet)  ADJUSTED  
 DG0095  ___________________________________________________________________
 DG0095  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0095  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0095  DYNAMIC HT  -         300.043 (meters)     984.39  (feet)  COMP
 DG0095  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 DG0095
 DG0095  HORZ ORDER  -  SECOND
 DG0095  VERT ORDER  -  FIRST     CLASS II
 DG0095
 DG0095.The horizontal coordinates were established by classical geodetic methods
 DG0095.and adjusted by the National Geodetic Survey in September 1997..
 DG0095
 DG0095.The orthometric height was determined by differential leveling
 DG0095.and adjusted by the National Geodetic Survey in June 1991..
 DG0095
 DG0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0095
 DG0095.The geoid height was determined by GEOID03.
 DG0095
 DG0095.The dynamic height is computed by dividing the NAVD 88
 DG0095.geopotential number by the normal gravity value computed on the
 DG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0095.degrees latitude (g = 980.6199 gals.).
 DG0095
 DG0095.The modeled gravity was interpolated from observed gravity values.
 DG0095
 DG0095;                    North         East     Units Scale Factor Converg.
 DG0095;SPC GA W     -   425,205.214   690,953.718   MT  0.99990101   -0 03 15.9
 DG0095;SPC GA W     - 1,395,027.44  2,266,903.99   sFT  0.99990101   -0 03 15.9
 DG0095;UTM  16      - 3,747,225.185   753,150.343   MT  1.00039010   +1 31 26.4
 DG0095
 DG0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0095!SPC GA W     -   0.99995748  x   0.99990101  =   0.99985850
 DG0095!UTM  16      -   0.99995748  x   1.00039010  =   1.00034756
 DG0095
 DG0095|---------------------------------------------------------------------|
 DG0095| PID    Reference Object                     Distance      Geod. Az  |
 DG0095|                                                           dddmmss.s |
 DG0095| DG0096 B 37                                152.141 METERS 05838     |
 DG0095| DG0094 B 35                                408.464 METERS 2173751.5 |
 DG0095| CZ2776 B 36 RM 2                            51.769 METERS 22511     |
 DG0095| CZ2775 B 36 RM 1                            27.687 METERS 22511     |
 DG0095|---------------------------------------------------------------------|
 DG0095
 DG0095                          SUPERSEDED SURVEY CONTROL
 DG0095
 DG0095  NAD 83(1986)-  33 50 05.91533(N)    084 15 51.86401(W) AD(       ) 2
 DG0095  NAD 27      -  33 50 05.53966(N)    084 15 52.14536(W) AD(       ) 2
 DG0095  NGVD 29 (??/??/92)  300.292  (m)          985.21   (f) ADJ UNCH    1 2
 DG0095
 DG0095.Superseded values are not recommended for survey control.
 DG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0095.See file dsdata.txt to determine how the superseded data were derived.
 DG0095
 DG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5315047225(NAD 83)
 DG0095_MARKER: DD = SURVEY DISK
 DG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0095_STAMPING: B 36
 DG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0095+STABILITY: SURFACE MOTION
 DG0095
 DG0095  HISTORY     - Date     Condition        Report By
 DG0095  HISTORY     - 1973     MONUMENTED       MARTA
 DG0095  HISTORY     - 1974     GOOD             NGS
 DG0095
 DG0095                          STATION DESCRIPTION
 DG0095
 DG0095'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0095'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON THE NORTH
 DG0095'SIDE OF THE S.C.L. R/R, 9.51 FT NORTH OF NORTH RAIL, 113.5 FT
 DG0095'EAST OF A WHISTLE POST, 4.5 FT EAST OF A BATTERY BOX AND DIRECTLY
 DG0095'BEHIND HOUSE 1782 ON HUDSON WOOD TRAIL.  APPROXIMATELY 600
 DG0095'FT. SOUTHWEST OF WHERE HUDSON RD. DEAD ENDS AT THE TRACKS.
 DG0095
 DG0095                          STATION RECOVERY (1974)
 DG0095
 DG0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0095'3.2 MI SW FROM TUCKER.
 DG0095'A STANDARD MARTA BRASS DISK ON THE SEABOARD COAST LINE RAILROAD
 DG0095'TRACKS DIRECTLY BEHIND HOUSE (NO. 1782 HUDSON WOOD TRAIL), ABOUT
 DG0095'3.2 MILES SOUTHWEST OF THE SEABOARD COAST LINE DEPOT AT TUCKER,
 DG0095'113.5 FEET EAST OF A WHISTLE POST, 9.51 FEET NORTH OF THE
 DG0095'NORTHERMOST RAIL, 4.5 FEET EAST OF A BATTERY BOX.  THE DISK
 DG0095'IS SET ATOP A CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0096 ***********************************************************************
 DG0096  DESIGNATION -  B 37
 DG0096  PID         -  DG0096
 DG0096  STATE/COUNTY-  GA/DE KALB
 DG0096  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0096
 DG0096                         *CURRENT SURVEY CONTROL
 DG0096  ___________________________________________________________________
 DG0096* NAD 83(1994)-  33 50 08.48359(N)    084 15 46.81406(W)     ADJUSTED  
 DG0096* NAVD 88     -       300.870  (meters)     987.10   (feet)  ADJUSTED  
 DG0096  ___________________________________________________________________
 DG0096  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0096  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0096  DYNAMIC HT  -         300.537 (meters)     986.01  (feet)  COMP
 DG0096  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DG0096
 DG0096  HORZ ORDER  -  SECOND
 DG0096  VERT ORDER  -  FIRST     CLASS II
 DG0096
 DG0096.The horizontal coordinates were established by classical geodetic methods
 DG0096.and adjusted by the National Geodetic Survey in September 1997..
 DG0096
 DG0096.The orthometric height was determined by differential leveling
 DG0096.and adjusted by the National Geodetic Survey in June 1991..
 DG0096
 DG0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0096
 DG0096.The geoid height was determined by GEOID03.
 DG0096
 DG0096.The dynamic height is computed by dividing the NAVD 88
 DG0096.geopotential number by the normal gravity value computed on the
 DG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0096.degrees latitude (g = 980.6199 gals.).
 DG0096
 DG0096.The modeled gravity was interpolated from observed gravity values.
 DG0096
 DG0096;                    North         East     Units Scale Factor Converg.
 DG0096;SPC GA W     -   425,284.260   691,083.695   MT  0.99990098   -0 03 13.1
 DG0096;SPC GA W     - 1,395,286.78  2,267,330.42   sFT  0.99990098   -0 03 13.1
 DG0096;UTM  16      - 3,747,307.821   753,278.156   MT  1.00039090   +1 31 29.3
 DG0096
 DG0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0096!SPC GA W     -   0.99995740  x   0.99990098  =   0.99985839
 DG0096!UTM  16      -   0.99995740  x   1.00039090  =   1.00034829
 DG0096
 DG0096|---------------------------------------------------------------------|
 DG0096| PID    Reference Object                     Distance      Geod. Az  |
 DG0096|                                                           dddmmss.s |
 DG0096| CZ2777 B 37 RM 1                            22.748 METERS 07102     |
 DG0096| DG0097 B 37 RM 2                            46.950 METERS 07102     |
 DG0096| DG0099 B 38                                145.638 METERS 07745     |
 DG0096| DG0095 B 36                                152.141 METERS 23838     |
 DG0096|---------------------------------------------------------------------|
 DG0096
 DG0096                          SUPERSEDED SURVEY CONTROL
 DG0096
 DG0096  NAD 83(1986)-  33 50 08.48511(N)    084 15 46.81100(W) AD(       ) 2
 DG0096  NAD 27      -  33 50 08.10921(N)    084 15 47.09278(W) AD(       ) 2
 DG0096  NGVD 29 (??/??/92)  300.787  (m)          986.83   (f) ADJ UNCH    1 2
 DG0096
 DG0096.Superseded values are not recommended for survey control.
 DG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0096.See file dsdata.txt to determine how the superseded data were derived.
 DG0096
 DG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5327847308(NAD 83)
 DG0096_MARKER: DD = SURVEY DISK
 DG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0096_STAMPING: B 37
 DG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0096+STABILITY: SURFACE MOTION
 DG0096
 DG0096  HISTORY     - Date     Condition        Report By
 DG0096  HISTORY     - 1973     MONUMENTED       MARTA
 DG0096  HISTORY     - 1974     GOOD             NGS
 DG0096
 DG0096                          STATION DESCRIPTION
 DG0096
 DG0096'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0096'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON THE NORTH
 DG0096'SIDE OF THE S.C.L. R/R, 7.18 FT NORTH OF NORTH RAIL, 71.0 FT
 DG0096'N.W. OF A TELEGRAPH POLE, 115 FT WEST OF THE CENTERLINE OF HUDSON
 DG0096'RD. (DEAD ENDS).
 DG0096
 DG0096                          STATION RECOVERY (1974)
 DG0096
 DG0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0096'3.2 MI SW FROM TUCKER.
 DG0096'A STANDARD MARTA BRASS DISK ON THE SEABOARD COAST LINE RAILROAD
 DG0096'TRACKS, WEST OF HUDSON RD., ABOUT 3.15 MILES SOUTHWEST OF THE
 DG0096'SEABOARD COAST LINE DEPOT AT TUCKER, 115 FEET WEST OF THE
 DG0096'CENTERLINE OF HUDSON RD. (DEAD ENDS), 71.0 FEET NORTHWEST OF A
 DG0096'TELEGRAPH POLE, 7.18 FEET NORTH OF THE NORTH RAIL, SET ATOP A
 DG0096'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0097 ***********************************************************************
 DG0097  DESIGNATION -  B 37 RM 2
 DG0097  PID         -  DG0097
 DG0097  STATE/COUNTY-  GA/DE KALB
 DG0097  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0097
 DG0097                         *CURRENT SURVEY CONTROL
 DG0097  ___________________________________________________________________
 DG0097* NAD 83(1986)-  33 50 09.     (N)    084 15 46.     (W)     SCALED    
 DG0097* NAVD 88     -       301.238  (meters)     988.31   (feet)  ADJUSTED  
 DG0097  ___________________________________________________________________
 DG0097  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0097  DYNAMIC HT  -         300.905 (meters)     987.22  (feet)  COMP
 DG0097  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DG0097
 DG0097  VERT ORDER  -  FIRST     CLASS II
 DG0097
 DG0097.The horizontal coordinates were scaled from a topographic map and have
 DG0097.an estimated accuracy of +/- 6 seconds.
 DG0097
 DG0097.The orthometric height was determined by differential leveling
 DG0097.and adjusted by the National Geodetic Survey in June 1991..
 DG0097
 DG0097.The geoid height was determined by GEOID03.
 DG0097
 DG0097.The dynamic height is computed by dividing the NAVD 88
 DG0097.geopotential number by the normal gravity value computed on the
 DG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0097.degrees latitude (g = 980.6199 gals.).
 DG0097
 DG0097.The modeled gravity was interpolated from observed gravity values.
 DG0097
 DG0097;                    North         East    Units  Estimated Accuracy
 DG0097;SPC GA W     -   425,300.      691,110.      MT  (+/- 180 meters Scaled)
 DG0097
 DG0097                          SUPERSEDED SURVEY CONTROL
 DG0097
 DG0097  NGVD 29 (??/??/92)  301.155  (m)          988.04   (f) ADJ UNCH    1 2
 DG0097
 DG0097.Superseded values are not recommended for survey control.
 DG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0097.See file dsdata.txt to determine how the superseded data were derived.
 DG0097
 DG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC532473(NAD 83)
 DG0097_MARKER: DD = SURVEY DISK
 DG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0097_STAMPING: RM 2
 DG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0097+STABILITY: SURFACE MOTION
 DG0097
 DG0097  HISTORY     - Date     Condition        Report By
 DG0097  HISTORY     - 1973     MONUMENTED       MARTA
 DG0097  HISTORY     - 1974     GOOD             NGS
 DG0097
 DG0097                          STATION DESCRIPTION
 DG0097
 DG0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DG0097'3.2 MI SW FROM TUCKER.
 DG0097'A STANDARD MARTA BRASS DISK SET ON THE NORTH SIDE OF THE SEABOARD
 DG0097'COAST LINE RAILROAD NEAR WHERE HUDSON ROAD DEADENDS AT THE
 DG0097'TRACKS ABOUT 3.2 MILES SOUTHWEST OF THE TRAIN DEPOT IN TUCKER,
 DG0097'55 FEET NORTHEAST OF THE INTERSECTION OF THE EXTENDED CENTERLINE
 DG0097'OF HUDSON ROAD AND THE CENTERLINE OF THE TRACKS, 46.0 FEET NORTHEAST
 DG0097'OF A DEAD END SIGN (WHICH IS LOCATED ABOUT 10 FEET SOUTH OF
 DG0097'THE TRACKS ON LINE WITH THE EXTENSION OF HUDSON ROAD), 23.7
 DG0097'FEET SOUTH OF A TELEPHONE POLE (ON THE NORTH SIDE OF THE TRACKS),
 DG0097'8.9 FEET NORTH OF THE NORTH MOST RAIL, 154 FEET WEST OF B 37
 DG0097'(A MARTA MONUMENT).  B 37 RM 2 SETS ATOP A CONCRETE POST FLUSH
 DG0097'WITH THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1274 ***********************************************************************
 BS1274  DESIGNATION -  B 370
 BS1274  PID         -  BS1274
 BS1274  STATE/COUNTY-  GA/TIFT
 BS1274  USGS QUAD   -  TIFTON WEST (1988)
 BS1274
 BS1274                         *CURRENT SURVEY CONTROL
 BS1274  ___________________________________________________________________
 BS1274* NAD 83(1986)-  31 27 47.     (N)    083 30 11.     (W)     SCALED    
 BS1274* NAVD 88     -       108.900  (meters)     357.28   (feet)  ADJUSTED  
 BS1274  ___________________________________________________________________
 BS1274  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BS1274  DYNAMIC HT  -         108.772 (meters)     356.86  (feet)  COMP
 BS1274  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 BS1274  OBS GRAVITY -     979,463.0   (mgal)                       GRAV_OBS
 BS1274
 BS1274  VERT ORDER  -  FIRST     CLASS II
 BS1274
 BS1274.The horizontal coordinates were scaled from a topographic map and have
 BS1274.an estimated accuracy of +/- 6 seconds.
 BS1274
 BS1274.The orthometric height was determined by differential leveling
 BS1274.and adjusted by the National Geodetic Survey in June 1991..
 BS1274
 BS1274.The geoid height was determined by GEOID03.
 BS1274
 BS1274.The dynamic height is computed by dividing the NAVD 88
 BS1274.geopotential number by the normal gravity value computed on the
 BS1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1274.degrees latitude (g = 980.6199 gals.).
 BS1274
 BS1274.The modeled gravity was interpolated from observed gravity values.
 BS1274.The observed gravity was obtained from relative gravimeter ties
 BS1274.to the IGSN71 gravity network.
 BS1274
 BS1274;                    North         East    Units  Estimated Accuracy
 BS1274;SPC GA W     -   162,380.      763,060.      MT  (+/- 180 meters Scaled)
 BS1274
 BS1274                          SUPERSEDED SURVEY CONTROL
 BS1274
 BS1274.No superseded survey control is available for this station.
 BS1274
 BS1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ621836(NAD 83)
 BS1274_MARKER: DB = BENCH MARK DISK
 BS1274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS1274_SP_SET: BUILDING
 BS1274_STAMPING: B 370 1978
 BS1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1274
 BS1274  HISTORY     - Date     Condition        Report By
 BS1274  HISTORY     - 1978     MONUMENTED       NGS
 BS1274
 BS1274                          STATION DESCRIPTION
 BS1274
 BS1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BS1274'IN TIFTON.
 BS1274'AT THE INTERSECTION OF TIFT AVENUE AND TWELFTH STREET, SET IN THE WEST
 BS1274'SIDE OF THE LANDING AT THE MAIN ENTRANCE TO THE TIFT COUNTY HEALTH
 BS1274'DEPARTMENT BUILDING, ABOUT 175 FEET NORTH OF THE CENTERLINE OF TWELFTH
 BS1274'STREET, 5.5 FEET WEST OF THE EXTENNED CENTERLINE OF THE DOORWAY, AND
 BS1274'1 FOOT SOUTH OF THE SOUTH FACE OF THE CENTER SECTION OF THE BUILDING.
 BS1274'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 BS1274'MARK.
 BS1274'THE MARK IS 4 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1206 ***********************************************************************
 DF1206  DESIGNATION -  B 374
 DF1206  PID         -  DF1206
 DF1206  STATE/COUNTY-  GA/RICHMOND
 DF1206  USGS QUAD   -  MARTINEZ (1980)
 DF1206
 DF1206                         *CURRENT SURVEY CONTROL
 DF1206  ___________________________________________________________________
 DF1206* NAD 83(1986)-  33 30 33.     (N)    082 01 27.     (W)     SCALED    
 DF1206* NAVD 88     -       101.140  (meters)     331.82   (feet)  ADJUSTED  
 DF1206  ___________________________________________________________________
 DF1206  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DF1206  DYNAMIC HT  -         101.033 (meters)     331.47  (feet)  COMP
 DF1206  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 DF1206
 DF1206  VERT ORDER  -  FIRST     CLASS II
 DF1206
 DF1206.The horizontal coordinates were scaled from a topographic map and have
 DF1206.an estimated accuracy of +/- 6 seconds.
 DF1206
 DF1206.The orthometric height was determined by differential leveling
 DF1206.and adjusted by the National Geodetic Survey in June 1991..
 DF1206
 DF1206.The geoid height was determined by GEOID03.
 DF1206
 DF1206.The dynamic height is computed by dividing the NAVD 88
 DF1206.geopotential number by the normal gravity value computed on the
 DF1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1206.degrees latitude (g = 980.6199 gals.).
 DF1206
 DF1206.The modeled gravity was interpolated from observed gravity values.
 DF1206
 DF1206;                    North         East    Units  Estimated Accuracy
 DF1206;SPC GA E     -   389,080.      213,240.      MT  (+/- 180 meters Scaled)
 DF1206
 DF1206                          SUPERSEDED SURVEY CONTROL
 DF1206
 DF1206.No superseded survey control is available for this station.
 DF1206
 DF1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT048082(NAD 83)
 DF1206_MARKER: I = METAL ROD
 DF1206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1206_SP_SET: STAINLESS STEEL ROD
 DF1206_STAMPING: B 374 1980
 DF1206_PROJECTION: FLUSH
 DF1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1206_ROD/PIPE-DEPTH: 4.8  meters
 DF1206
 DF1206  HISTORY     - Date     Condition        Report By
 DF1206  HISTORY     - 1980     MONUMENTED       NGS
 DF1206  HISTORY     - 19941105 GOOD             NGS
 DF1206  HISTORY     - 20030603 MARK NOT FOUND   CRW
 DF1206
 DF1206                          STATION DESCRIPTION
 DF1206
 DF1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DF1206'4.1 KM NW FROM AUGUSTA.
 DF1206'4.1 KILOMETERS (2.5 MILES) NORTHWEST ALONG STATE HIGHWAY 28 (BROAD
 DF1206'STREET) FROM THE INTERSECTION OF 7TH STREET IN AUGUSTA, TO THE
 DF1206'JUNCTION OF RIVER RIDGE DRIVE, SET IN THE FRONT YARD OF THE NATIONAL
 DF1206'HILLS BAPTIST CHURCH, 0.3 METER (1.0 FEET) SOUTH OF THE SOUTHEAST
 DF1206'CORNER OF A BRICK FOUNDATION SUPPORTING THE MOST SOUTHEASTERLY
 DF1206'PILLAR AT THE SOUTHEAST CORNER OF THE CHURCH, 24.0 METERS (79.2 FEET)
 DF1206'NORTH OF THE NORTH EDGE OF RIVER RIDGE DRIVE, 19.0 METERS (62.4 FEET)
 DF1206'NORTHEAST OF THE NORTHEAST EDGE OF RIVER RIDGE DRIVE.
 DF1206'THE MARK IS ABOVE LEVEL WITH ROAD.
 DF1206
 DF1206                          STATION RECOVERY (1994)
 DF1206
 DF1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DF1206'IN AUGUSTA ON PROPERTY OF NATIONAL HILLS BAPTIST CHURCH, AT SE OR
 DF1206'FRONT RIGHT CORNER OF SAME, 1.1 MI (1.8 KM) EAST ALONG WASHINGTON RD
 DF1206'FROM I-20, AT THE INTERSECTION OF RIVER RIDGE DRIVE, ACROSS FROM PEP
 DF1206'BOYS, 103 FT (31.4 M) WEST OF MEDIAN AND 63 WEST OF CURB OF RIVER
 DF1206'RIDGE, 79 FT (24.1 M) NORTH OF WASHINGTON ROAD CURB, 17 FT (5.2 M)
 DF1206'SOUTH AND 9 FT (2.7 M) WEST FROM SOUTH AND EAST LINES OF CHURCH, 1 FT
 DF1206'(0.3 M) SOUTH OF SE CORNER OF BRICK FOUNDATION SUPPORTING MOST
 DF1206'EASTERLY PILLAR, FLUSH WITH GROUND.
 DF1206
 DF1206                          STATION RECOVERY (2003)
 DF1206
 DF1206'RECOVERY NOTE BY CRANSTON ROBERTSON AND WHITEHURST 2003 (EWH)
 DF1206'AFTER A ONE HOUR SEARCH THE MARK WAS NOT RECOVERED. THE AREA DESCRIBED
 DF1206'BY THE PREVIOUS DESCRIPTION HAS BEEN REPLACED WITH A NEW CONCRETE
 DF1206'SIDEWALK. THE SEARCH ENDED WITH THE PRESUMPTION THAT THE MARK HAS BEEN
 DF1206'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0099 ***********************************************************************
 DG0099  DESIGNATION -  B 38
 DG0099  PID         -  DG0099
 DG0099  STATE/COUNTY-  GA/DE KALB
 DG0099  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0099
 DG0099                         *CURRENT SURVEY CONTROL
 DG0099  ___________________________________________________________________
 DG0099* NAD 83(1994)-  33 50 09.48608(N)    084 15 41.27865(W)     ADJUSTED  
 DG0099* NAVD 88     -       301.495  (meters)     989.15   (feet)  ADJUSTED  
 DG0099  ___________________________________________________________________
 DG0099  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0099  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0099  DYNAMIC HT  -         301.161 (meters)     988.06  (feet)  COMP
 DG0099  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DG0099
 DG0099  HORZ ORDER  -  SECOND
 DG0099  VERT ORDER  -  FIRST     CLASS II
 DG0099
 DG0099.The horizontal coordinates were established by classical geodetic methods
 DG0099.and adjusted by the National Geodetic Survey in September 1997..
 DG0099
 DG0099.The orthometric height was determined by differential leveling
 DG0099.and adjusted by the National Geodetic Survey in June 1991..
 DG0099
 DG0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0099
 DG0099.The geoid height was determined by GEOID03.
 DG0099
 DG0099.The dynamic height is computed by dividing the NAVD 88
 DG0099.geopotential number by the normal gravity value computed on the
 DG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0099.degrees latitude (g = 980.6199 gals.).
 DG0099
 DG0099.The modeled gravity was interpolated from observed gravity values.
 DG0099
 DG0099;                    North         East     Units Scale Factor Converg.
 DG0099;SPC GA W     -   425,315.012   691,226.035   MT  0.99990095   -0 03 10.0
 DG0099;SPC GA W     - 1,395,387.67  2,267,797.42   sFT  0.99990095   -0 03 10.0
 DG0099;UTM  16      - 3,747,342.499   753,419.664   MT  1.00039178   +1 31 32.4
 DG0099
 DG0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0099!SPC GA W     -   0.99995730  x   0.99990095  =   0.99985826
 DG0099!UTM  16      -   0.99995730  x   1.00039178  =   1.00034907
 DG0099
 DG0099|---------------------------------------------------------------------|
 DG0099| PID    Reference Object                     Distance      Geod. Az  |
 DG0099|                                                           dddmmss.s |
 DG0099| DG0100 B 39                                252.322 METERS 09516     |
 DG0099| DG0096 B 37                                145.638 METERS 25745     |
 DG0099| CZ2778 B 38 RM 1                            30.618 METERS 26407     |
 DG0099| DG0098 B 38 RM 2                            53.347 METERS 26407     |
 DG0099|---------------------------------------------------------------------|
 DG0099
 DG0099                          SUPERSEDED SURVEY CONTROL
 DG0099
 DG0099  NAD 83(1986)-  33 50 09.48749(N)    084 15 41.27533(W) AD(       ) 2
 DG0099  NAD 27      -  33 50 09.11150(N)    084 15 41.55762(W) AD(       ) 2
 DG0099  NGVD 29 (??/??/92)  301.411  (m)          988.88   (f) ADJ UNCH    1 2
 DG0099
 DG0099.Superseded values are not recommended for survey control.
 DG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0099.See file dsdata.txt to determine how the superseded data were derived.
 DG0099
 DG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5342047342(NAD 83)
 DG0099_MARKER: DD = SURVEY DISK
 DG0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0099_STAMPING: B 38
 DG0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0099+STABILITY: SURFACE MOTION
 DG0099
 DG0099  HISTORY     - Date     Condition        Report By
 DG0099  HISTORY     - 1973     MONUMENTED       MARTA
 DG0099  HISTORY     - 1974     GOOD             NGS
 DG0099
 DG0099                          STATION DESCRIPTION
 DG0099
 DG0099'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0099'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON THE
 DG0099'NORTH SIDE OF THE S.C.L. R/R, 11.0 FT NORTH OF NORTH RAIL,
 DG0099'21.0 FT EAST OF P.S. OF LINE TO DEKALB CO. BOARD OF EDUCATION
 DG0099'BUILDING, 53.0 FT NORTH OF TELEGRAPH POLE.
 DG0099
 DG0099                          STATION RECOVERY (1974)
 DG0099
 DG0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0099'3 MI SW FROM TUCKER.
 DG0099'A STANDARD MARTA BRASS DISK ON THE SEABOARD COAST LINE RAILROAD
 DG0099'TRACKS, ABOUT 3.0 MILES SOUTHWEST OF THE SEABOARD COAST LINE
 DG0099'DEPOT AT TUCKER, 53.0 FEET NORTH OF A TELEGRAPH POLE, 21.0
 DG0099'FEET EAST OF POINT-OF-SWITCH OF SPUR TO DE KALB COUNTY BOARD
 DG0099'OF EDUCATION BUILDING (NO. 1780 MONTREAL RD., TUCKER), 11.0
 DG0099'FEET NORTH OF NORTH RAIL, SET ATOP A CONCRETE POST, FLUSH WITH
 DG0099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0098 ***********************************************************************
 DG0098  DESIGNATION -  B 38 RM 2
 DG0098  PID         -  DG0098
 DG0098  STATE/COUNTY-  GA/DE KALB
 DG0098  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0098
 DG0098                         *CURRENT SURVEY CONTROL
 DG0098  ___________________________________________________________________
 DG0098* NAD 83(1986)-  33 50 09.     (N)    084 15 45.     (W)     SCALED    
 DG0098* NAVD 88     -       301.257  (meters)     988.37   (feet)  ADJUSTED  
 DG0098  ___________________________________________________________________
 DG0098  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0098  DYNAMIC HT  -         300.924 (meters)     987.28  (feet)  COMP
 DG0098  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DG0098
 DG0098  VERT ORDER  -  FIRST     CLASS II
 DG0098
 DG0098.The horizontal coordinates were scaled from a topographic map and have
 DG0098.an estimated accuracy of +/- 6 seconds.
 DG0098
 DG0098.The orthometric height was determined by differential leveling
 DG0098.and adjusted by the National Geodetic Survey in June 1991..
 DG0098
 DG0098.The geoid height was determined by GEOID03.
 DG0098
 DG0098.The dynamic height is computed by dividing the NAVD 88
 DG0098.geopotential number by the normal gravity value computed on the
 DG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0098.degrees latitude (g = 980.6199 gals.).
 DG0098
 DG0098.The modeled gravity was interpolated from observed gravity values.
 DG0098
 DG0098;                    North         East    Units  Estimated Accuracy
 DG0098;SPC GA W     -   425,300.      691,130.      MT  (+/- 180 meters Scaled)
 DG0098
 DG0098                          SUPERSEDED SURVEY CONTROL
 DG0098
 DG0098  NGVD 29 (??/??/92)  301.174  (m)          988.10   (f) ADJ UNCH    1 2
 DG0098
 DG0098.Superseded values are not recommended for survey control.
 DG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0098.See file dsdata.txt to determine how the superseded data were derived.
 DG0098
 DG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC533473(NAD 83)
 DG0098_MARKER: DD = SURVEY DISK
 DG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0098_STAMPING: RM 2
 DG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0098+STABILITY: SURFACE MOTION
 DG0098
 DG0098  HISTORY     - Date     Condition        Report By
 DG0098  HISTORY     - 1973     MONUMENTED       MARTA
 DG0098  HISTORY     - 1974     GOOD             NGS
 DG0098
 DG0098                          STATION DESCRIPTION
 DG0098
 DG0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DG0098'3 MI SW FROM TUCKER.
 DG0098'A STANDARD MARTA BRASS DISK SET ALONG THE NORTH SIDE OF THE
 DG0098'SEABOARD COAST LINE RAILROAD NEAR WHERE HUDSON ROAD DEADENDS
 DG0098'AT THE TRACKS.  ABOUT 3.0 MILES SOUTHWEST OF THE TUCKER TRAIN
 DG0098'DEPOT, 203 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF HUDSON
 DG0098'ROAD WHERE IT INTERSECTS THE TRACKS, 154 FEET WEST OF A SWITCH
 DG0098'FOR A SPUR LINE, 23.0 FEET SOUTHWEST OF A TELEPHONE POLE WITH A
 DG0098'POTHEAD (INTERFACE BETWEEN OVERHEAD AND UNDERGROUND WIRES),
 DG0098'175.0 FEET WEST OF MARTA MONUMENT B 38, 10.2 FEET NORTH OF THE
 DG0098'NORTHMOST RAIL.  THE DISK SETS ATOP A POURED CONCRETE POST
 DG0098'FLUSH WITH THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DG0098'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0859 ***********************************************************************
 DG0859  DESIGNATION -  B 3=815 USGS
 DG0859  PID         -  DG0859
 DG0859  STATE/COUNTY-  GA/PIKE
 DG0859  USGS QUAD   -  CONCORD (1981)
 DG0859
 DG0859                         *CURRENT SURVEY CONTROL
 DG0859  ___________________________________________________________________
 DG0859* NAD 83(1986)-  33 05 28.     (N)    084 26 17.     (W)     SCALED    
 DG0859* NAVD 88     -       248.680  (meters)     815.88   (feet)  ADJUSTED  
 DG0859  ___________________________________________________________________
 DG0859  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG0859  DYNAMIC HT  -         248.397 (meters)     814.95  (feet)  COMP
 DG0859  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 DG0859
 DG0859  VERT ORDER  -  FIRST     CLASS I
 DG0859
 DG0859.The horizontal coordinates were scaled from a topographic map and have
 DG0859.an estimated accuracy of +/- 6 seconds.
 DG0859
 DG0859.The orthometric height was determined by differential leveling
 DG0859.and adjusted by the National Geodetic Survey in June 1991..
 DG0859.WARNING-Repeat measurements at this control monument indicate possible
 DG0859.vertical movement.
 DG0859
 DG0859.The geoid height was determined by GEOID03.
 DG0859
 DG0859.The dynamic height is computed by dividing the NAVD 88
 DG0859.geopotential number by the normal gravity value computed on the
 DG0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0859.degrees latitude (g = 980.6199 gals.).
 DG0859
 DG0859.The modeled gravity was interpolated from observed gravity values.
 DG0859
 DG0859;                    North         East    Units  Estimated Accuracy
 DG0859;SPC GA W     -   342,740.      674,670.      MT  (+/- 180 meters Scaled)
 DG0859
 DG0859                          SUPERSEDED SURVEY CONTROL
 DG0859
 DG0859  NGVD 29 (??/??/92)  248.662  (m)          815.82   (f) ADJ UNCH    1 1
 DG0859
 DG0859.Superseded values are not recommended for survey control.
 DG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0859.See file dsdata.txt to determine how the superseded data were derived.
 DG0859
 DG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB391643(NAD 83)
 DG0859_MARKER: DD = SURVEY DISK
 DG0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0859_SP_SET: BUILDING
 DG0859_STAMPING: 815.812 815 ADJ 1903
 DG0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0859
 DG0859  HISTORY     - Date     Condition        Report By
 DG0859  HISTORY     - 1903     MONUMENTED       USGS
 DG0859  HISTORY     - 1958     GOOD             NGS
 DG0859  HISTORY     - 1968     GOOD             NGS
 DG0859
 DG0859                          STATION DESCRIPTION
 DG0859
 DG0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0859'AT CONCORD.
 DG0859'AT CONCORD, 148 FEET EAST-SOUTHEAST OF AND ACROSS TRACKS AND
 DG0859'STATE HIGHWAY 18 FROM THE EAST CORNER OF THE SOUTHERN RAILWAY
 DG0859'STATION, SET VERTICALLY IN THE NORTHWEST FACE OF A ONE-STORY
 DG0859'RED BRICK DRUG STORE BUILDING, 1/2 FOOT NORTHEAST OF THE WEST
 DG0859'CORNER OF THE BUILDING, 2.1 FEET ABOVE THE PORCH FLOOR, 50 FEET
 DG0859'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET
 DG0859'NORTHEAST OF THE CENTER LINE OF A SOUTHEAST-NORTHWEST STREET,
 DG0859'ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 DG0859
 DG0859                          STATION RECOVERY (1968)
 DG0859
 DG0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1459 ***********************************************************************
 EE1459  DESIGNATION -  B 386
 EE1459  PID         -  EE1459
 EE1459  STATE/COUNTY-  GA/FLOYD
 EE1459  USGS QUAD   -  ROME SOUTH (1985)
 EE1459
 EE1459                         *CURRENT SURVEY CONTROL
 EE1459  ___________________________________________________________________
 EE1459* NAD 83(1986)-  34 09 07.     (N)    085 10 31.     (W)     SCALED    
 EE1459* NAVD 88     -       229.376  (meters)     752.54   (feet)  ADJUSTED  
 EE1459  ___________________________________________________________________
 EE1459  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE1459  DYNAMIC HT  -         229.138 (meters)     751.76  (feet)  COMP
 EE1459  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 EE1459
 EE1459  VERT ORDER  -  FIRST     CLASS II
 EE1459
 EE1459.The horizontal coordinates were scaled from a topographic map and have
 EE1459.an estimated accuracy of +/- 6 seconds.
 EE1459
 EE1459.The orthometric height was determined by differential leveling
 EE1459.and adjusted by the National Geodetic Survey in June 1991..
 EE1459
 EE1459.The geoid height was determined by GEOID03.
 EE1459
 EE1459.The dynamic height is computed by dividing the NAVD 88
 EE1459.geopotential number by the normal gravity value computed on the
 EE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1459.degrees latitude (g = 980.6199 gals.).
 EE1459
 EE1459.The modeled gravity was interpolated from observed gravity values.
 EE1459
 EE1459;                    North         East    Units  Estimated Accuracy
 EE1459;SPC GA W     -   460,820.      606,990.      MT  (+/- 180 meters Scaled)
 EE1459
 EE1459                          SUPERSEDED SURVEY CONTROL
 EE1459
 EE1459.No superseded survey control is available for this station.
 EE1459
 EE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC682805(NAD 83)
 EE1459_MARKER: I = METAL ROD
 EE1459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1459_SP_SET: STAINLESS STEEL ROD
 EE1459_STAMPING: B 386 1980
 EE1459_MARK LOGO: NGS   
 EE1459_PROJECTION: RECESSED 1 CENTIMETERS
 EE1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1459_ROD/PIPE-DEPTH: 4.26 meters
 EE1459
 EE1459  HISTORY     - Date     Condition        Report By
 EE1459  HISTORY     - 1980     MONUMENTED       NGS
 EE1459
 EE1459                          STATION DESCRIPTION
 EE1459
 EE1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EE1459'3.08 KM (1.95 MI) SSW FROM SILVER CREEK.
 EE1459'3.08 KILOMETERS (1.95 MILES) SOUTH-SOUTHWEST ALONG REESEBURG ROAD FROM
 EE1459'THE SILVER CREEK METHODIST CHURCH IN SILVER CREEK, TO A WHITE BRICK
 EE1459'SINGLE STORY HOUSE AND THE MARK ON THE RIGHT AT THE WEST CORNER AND
 EE1459'IN LINE WITH THE SOUTHWEST FACE OF THE HOUSE AND ENTRANCE TO THE
 EE1459'GARAGE, 11.13 METERS (36.5 FEET) SOUTHWEST OF THE CENTER OF THE REAR
 EE1459'ENTRANCE TO THE HOUSE, 8.08 METERS (26.5 FEET) NORTHEAST OF THE
 EE1459'NORTHEAST EDGE OF THE EXTENDED PAVED DRIVEWAY OF THE HOUSE, AND
 EE1459'0.85 METER (2.8 FEET) NORTHWEST OF THE WEST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1136 ***********************************************************************
 ED1136  DESIGNATION -  B 387
 ED1136  PID         -  ED1136
 ED1136  STATE/COUNTY-  GA/HABERSHAM
 ED1136  USGS QUAD   -  CLARKESVILLE (1985)
 ED1136
 ED1136                         *CURRENT SURVEY CONTROL
 ED1136  ___________________________________________________________________
 ED1136* NAD 83(1986)-  34 31 09.     (N)    083 31 59.     (W)     SCALED    
 ED1136* NAVD 88     -       450.202  (meters)    1477.04   (feet)  ADJUSTED  
 ED1136  ___________________________________________________________________
 ED1136  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ED1136  DYNAMIC HT  -         449.720 (meters)    1475.46  (feet)  COMP
 ED1136  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 ED1136
 ED1136  VERT ORDER  -  FIRST     CLASS II
 ED1136
 ED1136.The horizontal coordinates were scaled from a topographic map and have
 ED1136.an estimated accuracy of +/- 6 seconds.
 ED1136
 ED1136.The orthometric height was determined by differential leveling
 ED1136.and adjusted by the National Geodetic Survey in June 1991..
 ED1136
 ED1136.The geoid height was determined by GEOID03.
 ED1136
 ED1136.The dynamic height is computed by dividing the NAVD 88
 ED1136.geopotential number by the normal gravity value computed on the
 ED1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1136.degrees latitude (g = 980.6199 gals.).
 ED1136
 ED1136.The modeled gravity was interpolated from observed gravity values.
 ED1136
 ED1136;                    North         East    Units  Estimated Accuracy
 ED1136;SPC GA W     -   501,270.      758,170.      MT  (+/- 180 meters Scaled)
 ED1136
 ED1136                          SUPERSEDED SURVEY CONTROL
 ED1136
 ED1136  NGVD 29 (12/12/91)  450.192  (m)         1477.00   (f) ADJUSTED    1 2
 ED1136
 ED1136.Superseded values are not recommended for survey control.
 ED1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1136.See file dsdata.txt to determine how the superseded data were derived.
 ED1136
 ED1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU674226(NAD 83)
 ED1136_MARKER: I = METAL ROD
 ED1136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ED1136_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ED1136_STAMPING: B 387 1982
 ED1136_MARK LOGO: NGS   
 ED1136_PROJECTION: FLUSH
 ED1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1136+STABILITY: POSITION/ELEVATION WELL
 ED1136_ROD/PIPE-DEPTH: 11.0 meters
 ED1136_SLEEVE-DEPTH  : 6.1 meters
 ED1136
 ED1136  HISTORY     - Date     Condition        Report By
 ED1136  HISTORY     - UNK      MONUMENTED
 ED1136  HISTORY     - 1982     GOOD             NGS
 ED1136  HISTORY     - 1983     GOOD             NGS
 ED1136  HISTORY     - 19930806 GOOD             NGS
 ED1136
 ED1136                          STATION DESCRIPTION
 ED1136
 ED1136'DESCRIBED UNK
 ED1136'IN CORNELIA.
 ED1136'IN CORNELIA, AT THE SOUTH HABERSHAM JUNIOR HIGH SCHOOL, ON THE
 ED1136'NORTHWEST SIDE OF THE LARGE METAL FLAGPOLE AT THE MAIN ENTRANCE OF
 ED1136'THE SCHOOL, LOCATED ON CLEVELAND ROAD, 0.3 KM (0.2 MI) NORTHWEST OF
 ED1136'THE JUNCTION OF U.S. HIGHWAYS 23 AND 441, 27.43 METERS (90.0 FT)
 ED1136'NORTHEAST OF THE CENTERLINE OF CLEVELAND ROAD, 2.92 METERS (9.6 FT)
 ED1136'NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK LEADING INTO THE MAIN
 ED1136'ENTRANCE OF THE SCHOOL, 5.60 METERS (18.4 FT) SOUTHEAST OF THE
 ED1136'SOUTHEAST FACE OF THE SCHOOL, 1.06 METERS (3.5 FT) NORTHWEST OF THE
 ED1136'FLAGPOLE.
 ED1136'THE MARK IS 0.3 M ABOVE ROAD.
 ED1136
 ED1136                          STATION RECOVERY (1982)
 ED1136
 ED1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED1136'RECOVERED IN GOOD CONDITION.
 ED1136
 ED1136                          STATION RECOVERY (1983)
 ED1136
 ED1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED1136'RECOVERED IN GOOD CONDITION.
 ED1136
 ED1136                          STATION RECOVERY (1993)
 ED1136
 ED1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE5244 ***********************************************************************
 DE5244  DESIGNATION -  B 387 RESET
 DE5244  PID         -  DE5244
 DE5244  STATE/COUNTY-  GA/HABERSHAM
 DE5244  USGS QUAD   -  CLARKESVILLE (1985)
 DE5244
 DE5244                         *CURRENT SURVEY CONTROL
 DE5244  ___________________________________________________________________
 DE5244* NAD 83(1986)-  34 30 55.     (N)    083 31 42.     (W)     SCALED    
 DE5244* NAVD 88     -       444.53   (meters)    1458.4    (feet)  RESET     
 DE5244  ___________________________________________________________________
 DE5244  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 DE5244
 DE5244  VERT ORDER  -  THIRD
 DE5244
 DE5244.The horizontal coordinates were scaled from a topographic map and have
 DE5244.an estimated accuracy of +/- 6 seconds.
 DE5244
 DE5244.The orthometric height was computed from unverified reset data.
 DE5244.No vertical observational check was made to the station.
 DE5244
 DE5244.The geoid height was determined by GEOID03.
 DE5244
 DE5244;                    North         East    Units  Estimated Accuracy
 DE5244;SPC GA W     -   500,840.      758,610.      MT  (+/- 180 meters Scaled)
 DE5244
 DE5244                          SUPERSEDED SURVEY CONTROL
 DE5244
 DE5244.No superseded survey control is available for this station.
 DE5244
 DE5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU679221(NAD 83)
 DE5244_MARKER: DV = VERTICAL CONTROL DISK
 DE5244_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE5244_SP_SET: BRIDGE ABUTMENT
 DE5244_STAMPING: B 387 RESET 1998
 DE5244_MARK LOGO: NGS   
 DE5244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5244+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 DE5244
 DE5244  HISTORY     - Date     Condition        Report By
 DE5244  HISTORY     - 1999     MONUMENTED       GADT
 DE5244  HISTORY     - 20040615 GOOD             GADT
 DE5244
 DE5244                          STATION DESCRIPTION
 DE5244
 DE5244'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1999 (JF)
 DE5244'TO REACH THE STATION FROM THE INTERSECTION OF US 441 BUS AND SR 105
 DE5244'AND CLEVELAND ROAD IN CORNELIA.  TRAVEL NORTHWEST ON CLEVELAND ROAD
 DE5244'FOR 0.25 MILE (0.40 KM) TO CORNELIA ELEMENTARY SCHOOL, CONTINUE
 DE5244'NORTHWEST ON CLEVELAND ROAD FOR 0.45 MILE (0.72 KM) TO THE STATION ON
 DE5244'THE RIGHT.  A STANDARD DISK SET FLUSH IN THE CONCRETE BRIDGE ABUTMENT
 DE5244'ON THE SOUTHEAST CORNER OF THE CLEVELAND ROAD BRIDGE OVER SR 365.
 DE5244
 DE5244                          STATION RECOVERY (2004)
 DE5244
 DE5244'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DE5244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1472 ***********************************************************************
 EE1472  DESIGNATION -  B 388
 EE1472  PID         -  EE1472
 EE1472  STATE/COUNTY-  GA/GWINNETT
 EE1472  USGS QUAD   -  SUWANEE (1992)
 EE1472
 EE1472                         *CURRENT SURVEY CONTROL
 EE1472  ___________________________________________________________________
 EE1472* NAD 83(1994)-  34 02 51.48664(N)    084 04 24.01975(W)     ADJUSTED  
 EE1472* NAVD 88     -       309.797  (meters)    1016.39   (feet)  ADJUSTED  
 EE1472  ___________________________________________________________________
 EE1472  X           -     546,276.131 (meters)                     COMP
 EE1472  Y           -  -5,262,255.449 (meters)                     COMP
 EE1472  Z           -   3,550,982.706 (meters)                     COMP
 EE1472  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EE1472  ELLIP HEIGHT-         280.20  (meters)          (11/04/96) GPS OBS
 EE1472  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1472  DYNAMIC HT  -         309.461 (meters)    1015.29  (feet)  COMP
 EE1472  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 EE1472
 EE1472  HORZ ORDER  -  FIRST
 EE1472  VERT ORDER  -  FIRST     CLASS II
 EE1472  ELLP ORDER  -  FIRST     CLASS II
 EE1472
 EE1472.The horizontal coordinates were established by GPS observations
 EE1472.and adjusted by the National Geodetic Survey in November 1996..
 EE1472
 EE1472.The orthometric height was determined by differential leveling
 EE1472.and adjusted by the National Geodetic Survey in June 1991..
 EE1472
 EE1472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1472
 EE1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1472
 EE1472.The ellipsoidal height was determined by GPS observations
 EE1472.and is referenced to NAD 83.
 EE1472
 EE1472.The geoid height was determined by GEOID03.
 EE1472
 EE1472.The dynamic height is computed by dividing the NAVD 88
 EE1472.geopotential number by the normal gravity value computed on the
 EE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1472.degrees latitude (g = 980.6199 gals.).
 EE1472
 EE1472.The modeled gravity was interpolated from observed gravity values.
 EE1472
 EE1472;                    North         East     Units Scale Factor Converg.
 EE1472;SPC GA W     -   448,790.918   708,616.397   MT  0.99990091   +0 03 08.1
 EE1472;SPC GA W     - 1,472,408.20  2,324,852.30   sFT  0.99990091   +0 03 08.1
 EE1472;UTM  16      - 3,771,302.875   770,164.031   MT  1.00049984   +1 38 22.5
 EE1472;UTM  17      - 3,771,700.312   216,291.195   MT  1.00059235   -1 43 18.7
 EE1472
 EE1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1472!SPC GA W     -   0.99995602  x   0.99990091  =   0.99985693
 EE1472!UTM  16      -   0.99995602  x   1.00049984  =   1.00045583
 EE1472!UTM  17      -   0.99995602  x   1.00059235  =   1.00054834
 EE1472
 EE1472                          SUPERSEDED SURVEY CONTROL
 EE1472
 EE1472  NAVD 88 (11/04/96)  309.80   (m)         1016.4    (f) LEVELING    3  
 EE1472  NGVD 29 (12/12/91)  309.745  (m)         1016.22   (f) ADJUSTED    1 2
 EE1472
 EE1472.Superseded values are not recommended for survey control.
 EE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1472.See file dsdata.txt to determine how the superseded data were derived.
 EE1472
 EE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7016471303(NAD 83)
 EE1472_MARKER: I = METAL ROD
 EE1472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1472_SP_SET: STAINLESS STEEL ROD
 EE1472_STAMPING: B 388 1982
 EE1472_MARK LOGO: NGS   
 EE1472_PROJECTION: FLUSH
 EE1472_MAGNETIC: I = MARKER IS A STEEL ROD
 EE1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1472+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 EE1472_ROD/PIPE-DEPTH: 4.9  meters
 EE1472
 EE1472  HISTORY     - Date     Condition        Report By
 EE1472  HISTORY     - 1982     MONUMENTED       NGS
 EE1472  HISTORY     - 19960216 GOOD             HOFFMA
 EE1472  HISTORY     - 20010531 GOOD             GADT
 EE1472  HISTORY     - 20030203 GOOD             MAC
 EE1472  HISTORY     - 20030805 GOOD             WOOLPT
 EE1472  HISTORY     - 20040903 GOOD             INDIV
 EE1472
 EE1472                          STATION DESCRIPTION
 EE1472
 EE1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EE1472'IN SUWANEE.
 EE1472'IN SUWANEE, ALONG STATE HIGHWAY 13 ON THE PROPERTY OF THE
 EE1472'SUWANEE ELEMENTARY SCHOOL, 0.1 KM (0.05 MI) EAST OF STATE
 EE1472'HIGHWAY 13, 11.86 METERS (38.9 FT) WEST OF THE CENTER OF THE
 EE1472'DOORS AT THE MAIN ENTRANCE TO THE SCHOOL, 1.83 METERS (6.0 FT)
 EE1472'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK LEADING TO THE
 EE1472'SCHOOL, 1.31 METERS (4.3 FT) NORTHWEST OF THE FLAGPOLE.
 EE1472'THE MARK IS 10.0 M ABOVE HIGHWAY.
 EE1472
 EE1472                          STATION RECOVERY (1996)
 EE1472
 EE1472'RECOVERY NOTE BY HOFFMAN AND COMPANY 1996 (MWB)
 EE1472'RECOVERED AS DESCRIBED.
 EE1472
 EE1472                          STATION RECOVERY (2001)
 EE1472
 EE1472'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1472'RECOVERED IN GOOD CONDITION.
 EE1472
 EE1472                          STATION RECOVERY (2003)
 EE1472
 EE1472'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN)
 EE1472'THIS MARK IS SUITABLE FOR GPS OBSERVATIONS.
 EE1472
 EE1472                          STATION RECOVERY (2003)
 EE1472
 EE1472'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RA)
 EE1472'RECOVERED IN GOOD CONDITION.
 EE1472
 EE1472                          STATION RECOVERY (2004)
 EE1472
 EE1472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LBS)
 EE1472'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1140 ***********************************************************************
 ED1140  DESIGNATION -  B 389
 ED1140  PID         -  ED1140
 ED1140  STATE/COUNTY-  GA/HABERSHAM
 ED1140  USGS QUAD   -  AYERSVILLE (1985)
 ED1140
 ED1140                         *CURRENT SURVEY CONTROL
 ED1140  ___________________________________________________________________
 ED1140* NAD 83(1986)-  34 31 39.     (N)    083 28 56.     (W)     SCALED    
 ED1140* NAVD 88     -       459.605  (meters)    1507.89   (feet)  ADJUSTED  
 ED1140  ___________________________________________________________________
 ED1140  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 ED1140  DYNAMIC HT  -         459.111 (meters)    1506.27  (feet)  COMP
 ED1140  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 ED1140
 ED1140  VERT ORDER  -  FIRST     CLASS II
 ED1140
 ED1140.The horizontal coordinates were scaled from a topographic map and have
 ED1140.an estimated accuracy of +/- 6 seconds.
 ED1140
 ED1140.The orthometric height was determined by differential leveling
 ED1140.and adjusted by the National Geodetic Survey in June 1991..
 ED1140
 ED1140.The geoid height was determined by GEOID03.
 ED1140
 ED1140.The dynamic height is computed by dividing the NAVD 88
 ED1140.geopotential number by the normal gravity value computed on the
 ED1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1140.degrees latitude (g = 980.6199 gals.).
 ED1140
 ED1140.The modeled gravity was interpolated from observed gravity values.
 ED1140
 ED1140;                    North         East    Units  Estimated Accuracy
 ED1140;SPC GA W     -   502,230.      762,830.      MT  (+/- 180 meters Scaled)
 ED1140
 ED1140                          SUPERSEDED SURVEY CONTROL
 ED1140
 ED1140  NGVD 29 (12/12/91)  459.594  (m)         1507.85   (f) ADJUSTED    1 2
 ED1140
 ED1140.Superseded values are not recommended for survey control.
 ED1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1140.See file dsdata.txt to determine how the superseded data were derived.
 ED1140
 ED1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU721234(NAD 83)
 ED1140_MARKER: I = METAL ROD
 ED1140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ED1140_SP_SET: STAINLESS STEEL ROD
 ED1140_STAMPING: B 389 1982
 ED1140_MARK LOGO: NGS   
 ED1140_PROJECTION: FLUSH
 ED1140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1140_ROD/PIPE-DEPTH: 12.2 meters
 ED1140
 ED1140  HISTORY     - Date     Condition        Report By
 ED1140  HISTORY     - 1982     MONUMENTED       NGS
 ED1140  HISTORY     - 19930806 GOOD             NGS
 ED1140
 ED1140                          STATION DESCRIPTION
 ED1140
 ED1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1140'2.2 KM (1.4 MI) NE FROM MOUNT AIRY.
 ED1140'2.2 KM (1.4 MI) NORTHEAST ALONG U.S. HIGHWAY 123 AND STATE HIGHWAY 13
 ED1140'FROM THE POST OFFICE IN MOUNT AIRY TO THE MARK ON THE RIGHT, NEAR THE
 ED1140'NORTHWEST LEG OF A BILLBOARD SIGN, 10.60 METERS (34.8 FT) SOUTH OF
 ED1140'THE CENTERLINE OF THE HIGHWAY, 14.78 METERS (48.5 FT) SOUTH-SOUTHWEST
 ED1140'OF A HIGHWAY SIGN (NO PASSING WHEN SOLID LINE IS RIGHT OF
 ED1140'CENTERLINE), 1.15 METERS (3.8 FT) NORTH-NORTHWEST OF THE
 ED1140'SOUTH-SOUTHEAST LEG OF THE BILLBOARD.
 ED1140'THE MARK IS 0.48 METERS  E FROM A WITNESS POST.
 ED1140'THE MARK IS 0.15 M ABOVE HIGHWAY.
 ED1140
 ED1140                          STATION RECOVERY (1993)
 ED1140
 ED1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1140'RECOVERED AS DESCRIBED EXCEPT THAT US 123 HAS BEEN RELOCATED TO THE
 ED1140'NORTH AND MARK IS NOW ALONG A COUNTY RD KNOWN AS CORNELIA HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0100 ***********************************************************************
 DG0100  DESIGNATION -  B 39
 DG0100  PID         -  DG0100
 DG0100  STATE/COUNTY-  GA/DE KALB
 DG0100  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0100
 DG0100                         *CURRENT SURVEY CONTROL
 DG0100  ___________________________________________________________________
 DG0100* NAD 83(1994)-  33 50 08.73368(N)    084 15 31.50663(W)     ADJUSTED  
 DG0100* NAVD 88     -       302.407  (meters)     992.15   (feet)  ADJUSTED  
 DG0100  ___________________________________________________________________
 DG0100  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0100  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0100  DYNAMIC HT  -         302.072 (meters)     991.05  (feet)  COMP
 DG0100  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DG0100
 DG0100  HORZ ORDER  -  SECOND
 DG0100  VERT ORDER  -  FIRST     CLASS II
 DG0100
 DG0100.The horizontal coordinates were established by classical geodetic methods
 DG0100.and adjusted by the National Geodetic Survey in September 1997..
 DG0100
 DG0100.The orthometric height was determined by differential leveling
 DG0100.and adjusted by the National Geodetic Survey in June 1991..
 DG0100
 DG0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0100
 DG0100.The geoid height was determined by GEOID03.
 DG0100
 DG0100.The dynamic height is computed by dividing the NAVD 88
 DG0100.geopotential number by the normal gravity value computed on the
 DG0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0100.degrees latitude (g = 980.6199 gals.).
 DG0100
 DG0100.The modeled gravity was interpolated from observed gravity values.
 DG0100
 DG0100;                    North         East     Units Scale Factor Converg.
 DG0100;SPC GA W     -   425,291.604   691,477.244   MT  0.99990090   -0 03 04.6
 DG0100;SPC GA W     - 1,395,310.87  2,268,621.59   sFT  0.99990090   -0 03 04.6
 DG0100;UTM  16      - 3,747,326.012   753,671.546   MT  1.00039336   +1 31 37.9
 DG0100
 DG0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0100!SPC GA W     -   0.99995716  x   0.99990090  =   0.99985807
 DG0100!UTM  16      -   0.99995716  x   1.00039336  =   1.00035050
 DG0100
 DG0100|---------------------------------------------------------------------|
 DG0100| PID    Reference Object                     Distance      Geod. Az  |
 DG0100|                                                           dddmmss.s |
 DG0100| DG0102 B 40                                267.257 METERS 09314     |
 DG0100| CZ2780 B 39 RM 2                            54.365 METERS 27424     |
 DG0100| CZ2779 B 39 RM 1                            25.605 METERS 27424     |
 DG0100| DG0099 B 38                                252.322 METERS 27516     |
 DG0100|---------------------------------------------------------------------|
 DG0100
 DG0100                          SUPERSEDED SURVEY CONTROL
 DG0100
 DG0100  NAD 83(1986)-  33 50 08.73479(N)    084 15 31.50328(W) AD(       ) 2
 DG0100  NAD 27      -  33 50 08.35882(N)    084 15 31.78612(W) AD(       ) 2
 DG0100  NGVD 29 (??/??/92)  302.323  (m)          991.87   (f) ADJ UNCH    1 2
 DG0100
 DG0100.Superseded values are not recommended for survey control.
 DG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0100.See file dsdata.txt to determine how the superseded data were derived.
 DG0100
 DG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5367247326(NAD 83)
 DG0100_MARKER: DD = SURVEY DISK
 DG0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0100_STAMPING: B 39
 DG0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0100+STABILITY: SURFACE MOTION
 DG0100
 DG0100  HISTORY     - Date     Condition        Report By
 DG0100  HISTORY     - 1973     MONUMENTED       MARTA
 DG0100  HISTORY     - 1974     GOOD             NGS
 DG0100
 DG0100                          STATION DESCRIPTION
 DG0100
 DG0100'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0100'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON THE SOUTH
 DG0100'SIDE OF THE S.C.L. R/R., 7.5 FT SOUTH OF SOUTH RAIL, 33 FT EAST
 DG0100'OF P.S. OF SPUR LINE, 7.5 FT EAST OF BATTERY BOX, 38 FT EAST
 DG0100'OF TELEGRAPH POLE.
 DG0100
 DG0100                          STATION RECOVERY (1974)
 DG0100
 DG0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0100'2.8 MI SW FROM TUCKER.
 DG0100'A STANDARD MARTA BRASS DISK ON THE SEABOARD COAST LINE RAILROAD
 DG0100'TRACKS WEST OF MONTREAL RD., ABOUT 2.8 MILES SOUTHWEST OF THE
 DG0100'SEABOARD COAST LINE DEPOT AT TUCKER, 38 FEET EAST OF TELEGRAPH
 DG0100'POLE, 33 FEET EAST OF THE POINT-OF-SWITCH OF A SPUR LINE TO THE
 DG0100'NORTHEAST, 7.5 FEET EAST OF A BATTERY BOX, 7.5 FEET SOUTH OF SOUTH
 DG0100'RAIL, SET ATOP A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1470 ***********************************************************************
 EE1470  DESIGNATION -  B 390
 EE1470  PID         -  EE1470
 EE1470  STATE/COUNTY-  GA/GWINNETT
 EE1470  USGS QUAD   -  DULUTH (1992)
 EE1470
 EE1470                         *CURRENT SURVEY CONTROL
 EE1470  ___________________________________________________________________
 EE1470* NAD 83(1986)-  34 00 14.     (N)    084 08 34.     (W)     SCALED    
 EE1470* NAVD 88     -       336.137  (meters)    1102.81   (feet)  ADJUSTED  
 EE1470  ___________________________________________________________________
 EE1470  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1470  DYNAMIC HT  -         335.772 (meters)    1101.61  (feet)  COMP
 EE1470  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 EE1470
 EE1470  VERT ORDER  -  FIRST     CLASS II
 EE1470
 EE1470.The horizontal coordinates were scaled from a topographic map and have
 EE1470.an estimated accuracy of +/- 6 seconds.
 EE1470
 EE1470.The orthometric height was determined by differential leveling
 EE1470.and adjusted by the National Geodetic Survey in June 1991..
 EE1470
 EE1470.The geoid height was determined by GEOID03.
 EE1470
 EE1470.The dynamic height is computed by dividing the NAVD 88
 EE1470.geopotential number by the normal gravity value computed on the
 EE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1470.degrees latitude (g = 980.6199 gals.).
 EE1470
 EE1470.The modeled gravity was interpolated from observed gravity values.
 EE1470
 EE1470;                    North         East    Units  Estimated Accuracy
 EE1470;SPC GA W     -   443,940.      702,210.      MT  (+/- 180 meters Scaled)
 EE1470
 EE1470                          SUPERSEDED SURVEY CONTROL
 EE1470
 EE1470  NGVD 29 (12/12/91)  336.079  (m)         1102.62   (f) ADJUSTED    1 2
 EE1470
 EE1470.Superseded values are not recommended for survey control.
 EE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1470.See file dsdata.txt to determine how the superseded data were derived.
 EE1470
 EE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC638662(NAD 83)
 EE1470_MARKER: I = METAL ROD
 EE1470_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EE1470_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EE1470_STAMPING: B 390 1983
 EE1470_MARK LOGO: NGS   
 EE1470_PROJECTION: FLUSH
 EE1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1470+STABILITY: POSITION/ELEVATION WELL
 EE1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1470+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 EE1470_ROD/PIPE-DEPTH: 18.3 meters
 EE1470_SLEEVE-DEPTH  : 3.1 meters
 EE1470
 EE1470  HISTORY     - Date     Condition        Report By
 EE1470  HISTORY     - 1983     MONUMENTED       NGS
 EE1470  HISTORY     - 20030805 GOOD             WOOLPT
 EE1470  HISTORY     - 20041019 GOOD             MAC
 EE1470
 EE1470                          STATION DESCRIPTION
 EE1470
 EE1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1470'IN DULUTH.
 EE1470'IN DULUTH, ALONG NORTH PEACHTREE STREET, ON THE PROPERTY OF
 EE1470'THE DULUTH MIDDLE SCHOOL, SOUTHWEST OF THE FLAGPOLE,
 EE1470'14.17 METERS (46.5 FT) NORTHWEST OF THE CENTER OF THE STREET,
 EE1470'24.08 METERS (79.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST FACE
 EE1470'OF THE BRICK WALL BETWEEN THE TWO SETS OF DOUBLE DOORS TO THE
 EE1470'MAIN ENTRANCE TO THE SCHOOL, 0.79 METER (2.6 FT) SOUTHWEST
 EE1470'OF THE SOUTHWEST EDGE OF THE 4- BY 6-FOOT CONCRETE BASE OF THE
 EE1470'FLAGPOLE, 1.22 METERS (4.0 FT) SOUTHEAST OF THE SOUTHEAST
 EE1470'CURB OF THE PARKING LOT IN FRONT OF THE SCHOOL.
 EE1470'THE MARK IS 0.50 M ABOVE ROAD.
 EE1470
 EE1470                          STATION RECOVERY (2003)
 EE1470
 EE1470'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RA)
 EE1470'RECOVERED IN GOOD CONDITION.
 EE1470
 EE1470                          STATION RECOVERY (2004)
 EE1470
 EE1470'RECOVERY NOTE BY MATTERN AND CRAIG 2004 (JAN)
 EE1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1243 ***********************************************************************
 ED1243  DESIGNATION -  B 391
 ED1243  PID         -  ED1243
 ED1243  STATE/COUNTY-  GA/RABUN
 ED1243  USGS QUAD   -  TIGER (1972)
 ED1243
 ED1243                         *CURRENT SURVEY CONTROL
 ED1243  ___________________________________________________________________
 ED1243* NAD 83(1986)-  34 45 36.     (N)    083 23 48.     (W)     SCALED    
 ED1243* NAVD 88     -       492.682  (meters)    1616.41   (feet)  ADJUSTED  
 ED1243  ___________________________________________________________________
 ED1243  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1243  DYNAMIC HT  -         492.149 (meters)    1614.66  (feet)  COMP
 ED1243  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 ED1243
 ED1243  VERT ORDER  -  FIRST     CLASS II
 ED1243
 ED1243.The horizontal coordinates were scaled from a topographic map and have
 ED1243.an estimated accuracy of +/- 6 seconds.
 ED1243
 ED1243.The orthometric height was determined by differential leveling
 ED1243.and adjusted by the National Geodetic Survey in June 1991..
 ED1243
 ED1243.The geoid height was determined by GEOID03.
 ED1243
 ED1243.The dynamic height is computed by dividing the NAVD 88
 ED1243.geopotential number by the normal gravity value computed on the
 ED1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1243.degrees latitude (g = 980.6199 gals.).
 ED1243
 ED1243.The modeled gravity was interpolated from observed gravity values.
 ED1243
 ED1243;                    North         East    Units  Estimated Accuracy
 ED1243;SPC GA W     -   528,070.      770,490.      MT  (+/- 180 meters Scaled)
 ED1243
 ED1243                          SUPERSEDED SURVEY CONTROL
 ED1243
 ED1243  NGVD 29 (12/12/91)  492.676  (m)         1616.39   (f) ADJUSTED    1 2
 ED1243
 ED1243.Superseded values are not recommended for survey control.
 ED1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1243.See file dsdata.txt to determine how the superseded data were derived.
 ED1243
 ED1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU806490(NAD 83)
 ED1243_MARKER: DV = VERTICAL CONTROL DISK
 ED1243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ED1243_SP_SET: BRIDGE ABUTMENT
 ED1243_STAMPING: B 391 1982
 ED1243_MARK LOGO: NGS   
 ED1243_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 ED1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1243+STABILITY: SURFACE MOTION
 ED1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1243+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1994
 ED1243
 ED1243  HISTORY     - Date     Condition        Report By
 ED1243  HISTORY     - 1982     MONUMENTED       NGS
 ED1243  HISTORY     - 19940808 GOOD             NGS
 ED1243
 ED1243                          STATION DESCRIPTION
 ED1243
 ED1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1243'2.7 KM (1.7 MI) NW FROM TALLULAH FALLS.
 ED1243'2.7 KM (1.7 MI) NORTHWEST ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST
 ED1243'OFFICE IN TALLULAH FALLS TO THE MARK ON THE LEFT, IN THE SOUTHWEST END
 ED1243'OF A BRIDGE OVER TALLULAH RIVER, THE NORTH ONE OF TWO BRIDGES,
 ED1243'4.8 METERS (16.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER
 ED1243'(1.0 FT) NORTH OF THE SOUTHWEST END OF THE BRIDGE.
 ED1243'THE MARK IS 0.6 M ABOVE HIGHWAY.
 ED1243
 ED1243                          STATION RECOVERY (1994)
 ED1243
 ED1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED1243'THE POST OFFICE IN TALLULAH PARK HAS BEEN MOVED INTO THE CITY AND
 ED1243'MILEAGE SHOULD THEREFORE READ 1.7 MILES (2.7 KM) NW ALONG US 441 FROM
 ED1243'THE SOUTH END OF THE HIGHWAY BRIDGE OVER TALLULAH FALLS, SINCE THE
 ED1243'POST OFFICE WAS NEAR THE SOUTH END OF THE BRIDGE.  MARK WAS REPORTED
 ED1243'AS BEING USABLE FOR GPS SINCE IT IS MOSTLY OPEN TO THE SKY.  HOWEVER
 ED1243'THERE IS SOME BLOCKAGE FROM TREES ON EITHER SIDE OF THE ROAD AND MORE
 ED1243'SIGNIFICANTLY THE WIND GENERATED BY PASSING TRAFFIC COULD BLOW OVER A
 ED1243'SETUP.  THE MARK MAY SUIT SOME USES OF GPS, SUCH AS KINEMATIC OR
 ED1243'MAPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1519 ***********************************************************************
 EE1519  DESIGNATION -  B 392
 EE1519  PID         -  EE1519
 EE1519  STATE/COUNTY-  GA/DADE
 EE1519  USGS QUAD   -  HOOKER (1982)
 EE1519
 EE1519                         *CURRENT SURVEY CONTROL
 EE1519  ___________________________________________________________________
 EE1519* NAD 83(1986)-  34 58 45.     (N)    085 26 00.     (W)     SCALED    
 EE1519* NAVD 88     -       260.719  (meters)     855.38   (feet)  ADJUSTED  
 EE1519  ___________________________________________________________________
 EE1519  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EE1519  DYNAMIC HT  -         260.463 (meters)     854.54  (feet)  COMP
 EE1519  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 EE1519
 EE1519  VERT ORDER  -  FIRST     CLASS II
 EE1519
 EE1519.The horizontal coordinates were scaled from a topographic map and have
 EE1519.an estimated accuracy of +/- 6 seconds.
 EE1519
 EE1519.The orthometric height was determined by differential leveling
 EE1519.and adjusted by the National Geodetic Survey in June 1991..
 EE1519
 EE1519.The geoid height was determined by GEOID03.
 EE1519
 EE1519.The dynamic height is computed by dividing the NAVD 88
 EE1519.geopotential number by the normal gravity value computed on the
 EE1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1519.degrees latitude (g = 980.6199 gals.).
 EE1519
 EE1519.The modeled gravity was interpolated from observed gravity values.
 EE1519
 EE1519;                    North         East    Units  Estimated Accuracy
 EE1519;SPC GA W     -   552,850.      584,350.      MT  (+/- 180 meters Scaled)
 EE1519
 EE1519                          SUPERSEDED SURVEY CONTROL
 EE1519
 EE1519.No superseded survey control is available for this station.
 EE1519
 EE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD430718(NAD 83)
 EE1519_MARKER: I = METAL ROD
 EE1519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1519_SP_SET: STAINLESS STEEL ROD
 EE1519_STAMPING: B 392 1983
 EE1519_MARK LOGO: NGS   
 EE1519_PROJECTION: FLUSH
 EE1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1519_ROD/PIPE-DEPTH: 6.1  meters
 EE1519
 EE1519  HISTORY     - Date     Condition        Report By
 EE1519  HISTORY     - 1983     MONUMENTED       NGS
 EE1519
 EE1519                          STATION DESCRIPTION
 EE1519
 EE1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1519'IN HOOKER.
 EE1519'IN HOOKER, AT THE CHURCH OF CHRIST CHURCH AND AT THE SOUTHEAST CORNER
 EE1519'OF THE HOOKER CEMETERY, 68.42 METERS (224.5 FT) NORTH OF THE
 EE1519'CENTERLINE OF STATE HIGHWAY 299, 46.60 METERS (152.9 FT)
 EE1519'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 6.46 METERS
 EE1519'(21.2 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF AN IRON FENCE,
 EE1519'5.50 METERS (18.0 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING
 EE1519'NORTH, AND 0.80 METERS (2.6 FT) NORTH-NORTHWEST OF THE NORTHEAST
 EE1519'CORNER OF A BRICK CEMETERY SIGN.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1519'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8854 ***********************************************************************
 DF8854  DESIGNATION -  B 393 RESET
 DF8854  PID         -  DF8854
 DF8854  STATE/COUNTY-  GA/CHATHAM
 DF8854  USGS QUAD   -  FORT PULASKI (1978)
 DF8854
 DF8854                         *CURRENT SURVEY CONTROL
 DF8854  ___________________________________________________________________
 DF8854* NAD 83(1986)-  32 02 02.     (N)    080 59 05.     (W)     SCALED    
 DF8854* NAVD 88     -         8.17   (meters)      26.8    (feet)  RESET     
 DF8854  ___________________________________________________________________
 DF8854  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DF8854
 DF8854  VERT ORDER  -  THIRD
 DF8854
 DF8854.The horizontal coordinates were scaled from a topographic map and have
 DF8854.an estimated accuracy of +/- 6 seconds.
 DF8854
 DF8854.The orthometric height was computed from unverified reset data.
 DF8854.No vertical observational check was made to the station.
 DF8854
 DF8854.The geoid height was determined by GEOID03.
 DF8854
 DF8854;                    North         East    Units  Estimated Accuracy
 DF8854;SPC GA E     -   226,090.      311,640.      MT  (+/- 180 meters Scaled)
 DF8854
 DF8854                          SUPERSEDED SURVEY CONTROL
 DF8854
 DF8854.No superseded survey control is available for this station.
 DF8854
 DF8854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR014441(NAD 83)
 DF8854_MARKER: DV = VERTICAL CONTROL DISK
 DF8854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8854_SP_SET: BRIDGE ABUTMENT
 DF8854_STAMPING: B 393 RESET 2000
 DF8854_MARK LOGO: NGS   
 DF8854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8854+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 DF8854
 DF8854  HISTORY     - Date     Condition        Report By
 DF8854  HISTORY     - 2000     MONUMENTED       LOCENG
 DF8854  HISTORY     - 20050226 GOOD             USPSQD
 DF8854
 DF8854                          STATION DESCRIPTION
 DF8854
 DF8854'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (BC)
 DF8854'TO REACH FROM THE WEST END OF BRIDGE OVER INTERCOASTAL WATERWAY U. S.
 DF8854'80 AND S.R.  26, GO EAST ON U.S.  80 AND S.R.  26 FOR 2.7 MILES (4.3
 DF8854'KM) TO ISLAND EXPRESSWAY.  PROCEED ON U.S.  80 1.3 MILES (2.1 KM) TO
 DF8854'THE STATION ON THE RIGHT, A BRASS DISC SET IN CONCRETE ABUTMENT
 DF8854'SOUTHEAST CORNER OF BRIDGE OVER TURNER CREEK.  1.8 SOUTH OF GUARDRAIL,
 DF8854'13.0 EAST OF THE END OF CONCRETE HAND RAIL 14.4 NORTHEAST OF POWER
 DF8854'POLE.
 DF8854
 DF8854                          STATION RECOVERY (2005)
 DF8854
 DF8854'RECOVERY NOTE BY US POWER SQUADRON 2005
 DF8854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1737 ***********************************************************************
 BR1737  DESIGNATION -  B 394
 BR1737  PID         -  BR1737
 BR1737  STATE/COUNTY-  GA/MCINTOSH
 BR1737  USGS QUAD   -  RIDGEVILLE (1993)
 BR1737
 BR1737                         *CURRENT SURVEY CONTROL
 BR1737  ___________________________________________________________________
 BR1737* NAD 83(1986)-  31 27 14.     (N)    081 25 38.     (W)     SCALED    
 BR1737* NAVD 88     -         6.198  (meters)      20.33   (feet)  ADJUSTED  
 BR1737  ___________________________________________________________________
 BR1737  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 BR1737  DYNAMIC HT  -           6.190 (meters)      20.31  (feet)  COMP
 BR1737  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BR1737
 BR1737  VERT ORDER  -  FIRST     CLASS II
 BR1737
 BR1737.The horizontal coordinates were scaled from a topographic map and have
 BR1737.an estimated accuracy of +/- 6 seconds.
 BR1737
 BR1737.The orthometric height was determined by differential leveling
 BR1737.and adjusted by the National Geodetic Survey in May 1994..
 BR1737
 BR1737.The geoid height was determined by GEOID03.
 BR1737
 BR1737.The dynamic height is computed by dividing the NAVD 88
 BR1737.geopotential number by the normal gravity value computed on the
 BR1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1737.degrees latitude (g = 980.6199 gals.).
 BR1737
 BR1737.The modeled gravity was interpolated from observed gravity values.
 BR1737
 BR1737;                    North         East    Units  Estimated Accuracy
 BR1737;SPC GA E     -   161,410.      270,280.      MT  (+/- 180 meters Scaled)
 BR1737
 BR1737                          SUPERSEDED SURVEY CONTROL
 BR1737
 BR1737  NGVD 29 (09/01/92)    6.500  (m)           21.33   (f) ADJUSTED    1 2
 BR1737
 BR1737.Superseded values are not recommended for survey control.
 BR1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1737.See file dsdata.txt to determine how the superseded data were derived.
 BR1737
 BR1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ594799(NAD 83)
 BR1737_MARKER: I = METAL ROD
 BR1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BR1737_SP_SET: STAINLESS STEEL ROD
 BR1737_STAMPING: B 394 1991
 BR1737_MARK LOGO: NGS   
 BR1737_PROJECTION: FLUSH
 BR1737_MAGNETIC: I = MARKER IS A STEEL ROD
 BR1737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BR1737+STABILITY: POSITION/ELEVATION WELL
 BR1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR1737+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BR1737_ROD/PIPE-DEPTH: 20.0 meters
 BR1737
 BR1737  HISTORY     - Date     Condition        Report By
 BR1737  HISTORY     - 1991     MONUMENTED       NGS
 BR1737
 BR1737                          STATION DESCRIPTION
 BR1737
 BR1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BR1737'9.1 KM (5.7 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR1737'IN DARIEN, 16.0 M (52.5 FT) EAST OF THE HIGHWAY CENTERLINE, 10.0 M
 BR1737'(32.8 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 1.4 M (4.6 FT) SOUTH OF
 BR1737'A UTILITY POLE WITH ONE GUY WIRE, 1.0 M (3.3 FT) NORTH OF A WITNESS
 BR1737'POST, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BR1737'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3018 ***********************************************************************
 AB3018  DESIGNATION -  B 395
 AB3018  PID         -  AB3018
 AB3018  STATE/COUNTY-  GA/LOWNDES
 AB3018  USGS QUAD   -  VALDOSTA (1988)
 AB3018
 AB3018                         *CURRENT SURVEY CONTROL
 AB3018  ___________________________________________________________________
 AB3018* NAD 83(1986)-  30 50 47.     (N)    083 19 50.     (W)     SCALED    
 AB3018* NAVD 88     -        68.745  (meters)     225.54   (feet)  ADJUSTED  
 AB3018  ___________________________________________________________________
 AB3018  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AB3018  DYNAMIC HT  -          68.657 (meters)     225.25  (feet)  COMP
 AB3018  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 AB3018
 AB3018  VERT ORDER  -  FIRST     CLASS II
 AB3018
 AB3018.The horizontal coordinates were scaled from a topographic map and have
 AB3018.an estimated accuracy of +/- 6 seconds.
 AB3018
 AB3018.The orthometric height was determined by differential leveling
 AB3018.and adjusted by the National Geodetic Survey in April 1998..
 AB3018
 AB3018.The geoid height was determined by GEOID03.
 AB3018
 AB3018.The dynamic height is computed by dividing the NAVD 88
 AB3018.geopotential number by the normal gravity value computed on the
 AB3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3018.degrees latitude (g = 980.6199 gals.).
 AB3018
 AB3018.The modeled gravity was interpolated from observed gravity values.
 AB3018
 AB3018;                    North         East    Units  Estimated Accuracy
 AB3018;SPC GA W     -    94,120.      779,970.      MT  (+/- 180 meters Scaled)
 AB3018
 AB3018                          SUPERSEDED SURVEY CONTROL
 AB3018
 AB3018.No superseded survey control is available for this station.
 AB3018
 AB3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ771149(NAD 83)
 AB3018_MARKER: DV = VERTICAL CONTROL DISK
 AB3018_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB3018_SP_SET: BRIDGE ABUTMENT
 AB3018_STAMPING: B 395 1992
 AB3018_MARK LOGO: NGS   
 AB3018_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB3018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3018+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB3018
 AB3018  HISTORY     - Date     Condition        Report By
 AB3018  HISTORY     - 1992     MONUMENTED       NGS
 AB3018
 AB3018                          STATION DESCRIPTION
 AB3018
 AB3018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3018'3.6 MILES (5.8 KM) SW AND THEN NW ALONG STATE HWY 94 FROM THE
 AB3018'COURTHOUSE IN VALDOSTA (INTERSECTION PATTERSON AND W.  HILL STS) TO
 AB3018'THE MARK ON THE LEFT IN THE WEST OR SW CORNER OF RT 94 BRIDGE OVER
 AB3018'INTERSTATE 75, 30 FT (9.1 M) SW OF BRIDGE CENTERLINE, 1.5 FT (0.5 M)
 AB3018'SE OF NW END OF PARAPET, 3.5 FT (1.1 M) ABOVE SIDEWALK AND 4 FT (1.2
 AB3018'M) ABOVE BRIDGE DECK.  REPLACES J 320.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6409 ***********************************************************************
 AA6409  DESIGNATION -  B 396
 AA6409  PID         -  AA6409
 AA6409  STATE/COUNTY-  GA/HENRY
 AA6409  USGS QUAD   -  MC DONOUGH (1981)
 AA6409
 AA6409                         *CURRENT SURVEY CONTROL
 AA6409  ___________________________________________________________________
 AA6409* NAD 83(1986)-  33 22 36.     (N)    084 12 23.     (W)     SCALED    
 AA6409* NAVD 88     -       274.386  (meters)     900.21   (feet)  ADJUSTED  
 AA6409  ___________________________________________________________________
 AA6409  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AA6409  DYNAMIC HT  -         274.076 (meters)     899.20  (feet)  COMP
 AA6409  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 AA6409
 AA6409  VERT ORDER  -  FIRST     CLASS II
 AA6409
 AA6409.The horizontal coordinates were scaled from a topographic map and have
 AA6409.an estimated accuracy of +/- 6 seconds.
 AA6409
 AA6409.The orthometric height was determined by differential leveling
 AA6409.and adjusted by the National Geodetic Survey in April 2001..
 AA6409
 AA6409.The geoid height was determined by GEOID03.
 AA6409
 AA6409.The dynamic height is computed by dividing the NAVD 88
 AA6409.geopotential number by the normal gravity value computed on the
 AA6409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6409.degrees latitude (g = 980.6199 gals.).
 AA6409
 AA6409.The modeled gravity was interpolated from observed gravity values.
 AA6409
 AA6409;                    North         East    Units  Estimated Accuracy
 AA6409;SPC GA W     -   374,370.      696,300.      MT  (+/- 180 meters Scaled)
 AA6409
 AA6409                          SUPERSEDED SURVEY CONTROL
 AA6409
 AA6409.No superseded survey control is available for this station.
 AA6409
 AA6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB598965(NAD 83)
 AA6409_MARKER: DD = SURVEY DISK
 AA6409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6409_STAMPING: B 396 1995
 AA6409_MARK LOGO: NOS   
 AA6409_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6409+STABILITY: SURFACE MOTION
 AA6409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6409+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA6409
 AA6409  HISTORY     - Date     Condition        Report By
 AA6409  HISTORY     - 1995     MONUMENTED       NGS
 AA6409
 AA6409                          STATION DESCRIPTION
 AA6409
 AA6409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA6409'THE STATION IS LOCATED 5.3 MI (8.5 KM) SOUTHWEST OF MCDONOUGH AND 3.5
 AA6409'MI (5.6 KM) EAST OF HAMPTON IN A GRASSY MEDIAN AT THE INTERSECTION OF
 AA6409'WALKER DRIVE AND STRICKLAND ROAD.  TO REACH FROM BELOW THE CENTER OF
 AA6409'THE I-75 OVERPASS OVER GA ROUTE 155 (EXIT 69) ABOUT 2 MI (3.2 KM)
 AA6409'SOUTH-SOUTHWEST OF MCDONOUGH, GO SOUTH ON GA ROUTE 155 FOR 2.55 MI
 AA6409'(4.10 KM) TO WALKER ROAD ON THE RIGHT JUST PAST INDIAN CREEK, TURN
 AA6409'RIGHT ON WALKER ROAD AND PROCEED WESTERLY ON WALKER ROAD FOR 1.7 MI
 AA6409'(2.7 KM) (WALKER ROAD BECOMES A DIRT ROAD AFTER 1.2 MI (1.9 KM) ) TO
 AA6409'THE JUNCTION WITH STRICKLAND ROAD AND THE STATION ON THE LEFT IN A
 AA6409'GRASSY ISLAND.  THE STATION IS AN NOS ALUMINUM DISK WITH BAR MAGNET
 AA6409'CRIMPED TO THE TOP OF A 42 INCH ALUMINUM ROD DRIVEN INTO THE GROUND
 AA6409'AND SURROUNDED BY A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IT
 AA6409'IS 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE OF WALKER ROAD, 5.9 M (19.4
 AA6409'FT) EAST OF THE CENTERLINE OF STRICKLAND ROAD (BOTH ARE DIRT ROADS)
 AA6409'1.3 M (4.3 FT) SOUTH OF A CONCRETE ROW MARKER AND 2.1 M (6.9 FT) NORTH
 AA6409'OF A STREET SIGNPOST AND 19.45 M (63.81 FT) SOUTH OF A FIRE HYDRANT IN
 AA6409'THE NORTHEAST QUADRANT OF THE INTERSECTION. DESCRIBED BY C.S.
 AA6409'MIDDLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ3106 ***********************************************************************
 AJ3106  DESIGNATION -  B 398
 AJ3106  PID         -  AJ3106
 AJ3106  STATE/COUNTY-  GA/BRYAN
 AJ3106  USGS QUAD   -  GROVELAND (1976)
 AJ3106
 AJ3106                         *CURRENT SURVEY CONTROL
 AJ3106  ___________________________________________________________________
 AJ3106* NAD 83(1986)-  32 08 14.     (N)    081 38 40.     (W)     SCALED    
 AJ3106* NAVD 88     -        27.333  (meters)      89.67   (feet)  ADJUSTED  
 AJ3106  ___________________________________________________________________
 AJ3106  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AJ3106  DYNAMIC HT  -          27.301 (meters)      89.57  (feet)  COMP
 AJ3106  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 AJ3106
 AJ3106  VERT ORDER  -  SECOND    CLASS I
 AJ3106
 AJ3106.The horizontal coordinates were scaled from a topographic map and have
 AJ3106.an estimated accuracy of +/- 6 seconds.
 AJ3106
 AJ3106.The orthometric height was determined by differential leveling
 AJ3106.and adjusted by the National Geodetic Survey in July 2002..
 AJ3106
 AJ3106.The geoid height was determined by GEOID03.
 AJ3106
 AJ3106.The dynamic height is computed by dividing the NAVD 88
 AJ3106.geopotential number by the normal gravity value computed on the
 AJ3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3106.degrees latitude (g = 980.6199 gals.).
 AJ3106
 AJ3106.The modeled gravity was interpolated from observed gravity values.
 AJ3106
 AJ3106;                    North         East    Units  Estimated Accuracy
 AJ3106;SPC GA E     -   237,050.      249,270.      MT  (+/- 180 meters Scaled)
 AJ3106
 AJ3106                          SUPERSEDED SURVEY CONTROL
 AJ3106
 AJ3106.No superseded survey control is available for this station.
 AJ3106
 AJ3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR392558(NAD 83)
 AJ3106_MARKER: DV = VERTICAL CONTROL DISK
 AJ3106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3106_SP_SET: HEADWALL
 AJ3106_STAMPING: B 398 2001
 AJ3106_MARK LOGO: NGS   
 AJ3106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3106+STABILITY: SURFACE MOTION
 AJ3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3106+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2001
 AJ3106
 AJ3106  HISTORY     - Date     Condition        Report By
 AJ3106  HISTORY     - 20010216 MONUMENTED       NGS
 AJ3106
 AJ3106                          STATION DESCRIPTION
 AJ3106
 AJ3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AJ3106'0.1 KM WESTERLY ALONG SOUTH RAILROAD STREET FROM THE POST OFFICE
 AJ3106'IN PEMBROKE, THENCE 0.1 KM NORTHERLY ALONG LEDFORD STREET,
 AJ3106'THENCE 1.8 KM WESTERLY ALONG U.S. HIGHWAY 280,  IN TOP OF AND 0.2 M
 AJ3106'EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 AJ3106'CULVERT UNDER THE HIGHWAY, 7.9 M NORTH OF THE HIGHWAY
 AJ3106'CENTERLINE, AND 1.1 M BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE
 AJ3106'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 AJ3106' 
 AJ3106' 
 AJ3106'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0119 ***********************************************************************
 DG0119  DESIGNATION -  B 4
 DG0119  PID         -  DG0119
 DG0119  STATE/COUNTY-  GA/DE KALB
 DG0119  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0119
 DG0119                         *CURRENT SURVEY CONTROL
 DG0119  ___________________________________________________________________
 DG0119* NAD 83(1994)-  33 46 15.90615(N)    084 18 56.16845(W)     ADJUSTED  
 DG0119* NAVD 88     -       310.853  (meters)    1019.86   (feet)  ADJUSTED  
 DG0119  ___________________________________________________________________
 DG0119  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DG0119  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0119  DYNAMIC HT  -         310.510 (meters)    1018.73  (feet)  COMP
 DG0119  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DG0119
 DG0119  HORZ ORDER  -  SECOND
 DG0119  VERT ORDER  -  FIRST     CLASS II
 DG0119
 DG0119.The horizontal coordinates were established by classical geodetic methods
 DG0119.and adjusted by the National Geodetic Survey in September 1997..
 DG0119
 DG0119.The orthometric height was determined by differential leveling
 DG0119.and adjusted by the National Geodetic Survey in June 1991..
 DG0119
 DG0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0119
 DG0119.The geoid height was determined by GEOID03.
 DG0119
 DG0119.The dynamic height is computed by dividing the NAVD 88
 DG0119.geopotential number by the normal gravity value computed on the
 DG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0119.degrees latitude (g = 980.6199 gals.).
 DG0119
 DG0119.The modeled gravity was interpolated from observed gravity values.
 DG0119
 DG0119;                    North         East     Units Scale Factor Converg.
 DG0119;SPC GA W     -   418,124.874   686,205.184   MT  0.99990235   -0 04 58.0
 DG0119;SPC GA W     - 1,371,798.02  2,251,324.84   sFT  0.99990235   -0 04 58.0
 DG0119;UTM  16      - 3,740,013.419   748,596.312   MT  1.00036193   +1 29 34.6
 DG0119
 DG0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0119!SPC GA W     -   0.99995583  x   0.99990235  =   0.99985819
 DG0119!UTM  16      -   0.99995583  x   1.00036193  =   1.00031775
 DG0119
 DG0119:                Primary Azimuth Mark                     Grid Az
 DG0119:SPC GA W     -  B 3                                      176 09 17.0
 DG0119:UTM  16      -  B 3                                      174 34 44.4
 DG0119
 DG0119|---------------------------------------------------------------------|
 DG0119| PID    Reference Object                     Distance      Geod. Az  |
 DG0119|                                                           dddmmss.s |
 DG0119| DG0120 B 3                                 461.137 METERS 1760419.0 |
 DG0119| CZ2782 B 4 RM 2                             57.270 METERS 17625     |
 DG0119| CZ2781 B 4 RM 1                             29.679 METERS 17625     |
 DG0119| DG0118 B 5                                 266.421 METERS 35856     |
 DG0119|---------------------------------------------------------------------|
 DG0119
 DG0119                          SUPERSEDED SURVEY CONTROL
 DG0119
 DG0119  NAD 83(1986)-  33 46 15.91092(N)    084 18 56.16896(W) AD(       ) 2
 DG0119  NAD 27      -  33 46 15.53377(N)    084 18 56.44545(W) AD(       ) 2
 DG0119  NGVD 29 (??/??/92)  310.779  (m)         1019.61   (f) ADJ UNCH    1 2
 DG0119
 DG0119.Superseded values are not recommended for survey control.
 DG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0119.See file dsdata.txt to determine how the superseded data were derived.
 DG0119
 DG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4859640013(NAD 83)
 DG0119_MARKER: DD = SURVEY DISK
 DG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0119_STAMPING: B 4
 DG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0119+STABILITY: SURFACE MOTION
 DG0119
 DG0119  HISTORY     - Date     Condition        Report By
 DG0119  HISTORY     - 1973     MONUMENTED       MARTA
 DG0119  HISTORY     - 1973     GOOD             NGS
 DG0119
 DG0119                          STATION DESCRIPTION
 DG0119
 DG0119'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0119'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON WEST SIDE
 DG0119'OF S.C.L. R/R, 1500 FT NORTH OF CENTERLINE OF EAST LAKE RD., 7.3
 DG0119'FT WEST OF WEST RAIL, 54 FT N.E. OF GA. POWER POLE WITH A
 DG0119'TRANSFORMER.
 DG0119
 DG0119                          STATION RECOVERY (1973)
 DG0119
 DG0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0119'1.1 MI WSW FROM DECATUR.
 DG0119'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0119'SEABOARD COAST LINE.  ABOUT 0.4 MILES NORTH OF W. HOWARD AVE.
 DG0119'MEASURED ALONG THE TRACKS, ABOUT 1500 FEET NORTH OF THE
 DG0119'CENTERLINE OF EAST LAKE ROAD, 54 FEET NORTHEAST OF A GEORGIA POWER
 DG0119'TRANSFORMER POLE, 7.3 FEET WEST OF THE WEST RAIL.  THE DISK IS
 DG0119'SET ATOP A POURED CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0102 ***********************************************************************
 DG0102  DESIGNATION -  B 40
 DG0102  PID         -  DG0102
 DG0102  STATE/COUNTY-  GA/DE KALB
 DG0102  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0102
 DG0102                         *CURRENT SURVEY CONTROL
 DG0102  ___________________________________________________________________
 DG0102* NAD 83(1994)-  33 50 08.24393(N)    084 15 21.12887(W)     ADJUSTED  
 DG0102* NAVD 88     -       306.054  (meters)    1004.11   (feet)  ADJUSTED  
 DG0102  ___________________________________________________________________
 DG0102  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0102  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0102  DYNAMIC HT  -         305.715 (meters)    1003.00  (feet)  COMP
 DG0102  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 DG0102
 DG0102  HORZ ORDER  -  SECOND
 DG0102  VERT ORDER  -  FIRST     CLASS II
 DG0102
 DG0102.The horizontal coordinates were established by classical geodetic methods
 DG0102.and adjusted by the National Geodetic Survey in September 1997..
 DG0102
 DG0102.The orthometric height was determined by differential leveling
 DG0102.and adjusted by the National Geodetic Survey in June 1991..
 DG0102
 DG0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0102
 DG0102.The geoid height was determined by GEOID03.
 DG0102
 DG0102.The dynamic height is computed by dividing the NAVD 88
 DG0102.geopotential number by the normal gravity value computed on the
 DG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0102.degrees latitude (g = 980.6199 gals.).
 DG0102
 DG0102.The modeled gravity was interpolated from observed gravity values.
 DG0102
 DG0102;                    North         East     Units Scale Factor Converg.
 DG0102;SPC GA W     -   425,276.281   691,744.034   MT  0.99990084   -0 02 58.8
 DG0102;SPC GA W     - 1,395,260.60  2,269,496.88   sFT  0.99990084   -0 02 58.8
 DG0102;UTM  16      - 3,747,318.039   753,938.789   MT  1.00039503   +1 31 43.6
 DG0102
 DG0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0102!SPC GA W     -   0.99995659  x   0.99990084  =   0.99985743
 DG0102!UTM  16      -   0.99995659  x   1.00039503  =   1.00035160
 DG0102
 DG0102|---------------------------------------------------------------------|
 DG0102| PID    Reference Object                     Distance      Geod. Az  |
 DG0102|                                                           dddmmss.s |
 DG0102| DG0104 B 41                                191.753 METERS 06558     |
 DG0102| CZ2783 B 40 RM 1                            24.847 METERS 26126     |
 DG0102| DG0101 B 40 RM 2                            47.536 METERS 26126     |
 DG0102| DG0100 B 39                                267.257 METERS 27314     |
 DG0102|---------------------------------------------------------------------|
 DG0102
 DG0102                          SUPERSEDED SURVEY CONTROL
 DG0102
 DG0102  NAD 83(1986)-  33 50 08.24478(N)    084 15 21.12546(W) AD(       ) 2
 DG0102  NAD 27      -  33 50 07.86888(N)    084 15 21.40890(W) AD(       ) 2
 DG0102  NGVD 29 (??/??/92)  305.970  (m)         1003.84   (f) ADJ UNCH    1 2
 DG0102
 DG0102.Superseded values are not recommended for survey control.
 DG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0102.See file dsdata.txt to determine how the superseded data were derived.
 DG0102
 DG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5393947318(NAD 83)
 DG0102_MARKER: DD = SURVEY DISK
 DG0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0102_STAMPING: B 40
 DG0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0102+STABILITY: SURFACE MOTION
 DG0102
 DG0102  HISTORY     - Date     Condition        Report By
 DG0102  HISTORY     - 1973     MONUMENTED       MARTA
 DG0102  HISTORY     - 1974     GOOD             NGS
 DG0102
 DG0102                          STATION DESCRIPTION
 DG0102
 DG0102'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0102'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON THE NORTH
 DG0102'SIDE OF MONTREAL CIR. 1.25 FT NORTH OF NORTH CURB, 51.2 FT
 DG0102'SOUTH OF SOUTH SPUR RAIL OF THE S.C.L. R/R, 50.3 FT S.E. OF A
 DG0102'POWER POLE (NO NUMBER).
 DG0102
 DG0102                          STATION RECOVERY (1974)
 DG0102
 DG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0102'2.7 MI SW FROM TUCKER.
 DG0102'A STANDARD MARTA BRASS DISK NORTH OF MONTREAL CIRCLE, ABOUT 2.7
 DG0102'MILES SOUTHWEST OF THE SEABOARD COAST LINE DEPOT AT TUCKER,
 DG0102'51.2 FEET SOUTH OF THE SOUTH SPUR RAIL OF THE SEABOARD COAST LINE
 DG0102'RAILROAD TRACKS, 50.3 FEET SOUTHEAST OF AN UNNUMBERED POWER POLE,
 DG0102'1.25 FEET NORTH OF THE NORTH CURB OF MONTREAL CIRCLE, SET ATOP
 DG0102'A CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0101 ***********************************************************************
 DG0101  DESIGNATION -  B 40 RM 2
 DG0101  PID         -  DG0101
 DG0101  STATE/COUNTY-  GA/DE KALB
 DG0101  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0101
 DG0101                         *CURRENT SURVEY CONTROL
 DG0101  ___________________________________________________________________
 DG0101* NAD 83(1986)-  33 50 08.     (N)    084 15 24.     (W)     SCALED    
 DG0101* NAVD 88     -       305.571  (meters)    1002.53   (feet)  ADJUSTED  
 DG0101  ___________________________________________________________________
 DG0101  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0101  DYNAMIC HT  -         305.233 (meters)    1001.42  (feet)  COMP
 DG0101  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 DG0101
 DG0101  VERT ORDER  -  FIRST     CLASS II
 DG0101
 DG0101.The horizontal coordinates were scaled from a topographic map and have
 DG0101.an estimated accuracy of +/- 6 seconds.
 DG0101
 DG0101.The orthometric height was determined by differential leveling
 DG0101.and adjusted by the National Geodetic Survey in June 1991..
 DG0101
 DG0101.The geoid height was determined by GEOID03.
 DG0101
 DG0101.The dynamic height is computed by dividing the NAVD 88
 DG0101.geopotential number by the normal gravity value computed on the
 DG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0101.degrees latitude (g = 980.6199 gals.).
 DG0101
 DG0101.The modeled gravity was interpolated from observed gravity values.
 DG0101
 DG0101;                    North         East    Units  Estimated Accuracy
 DG0101;SPC GA W     -   425,270.      691,670.      MT  (+/- 180 meters Scaled)
 DG0101
 DG0101                          SUPERSEDED SURVEY CONTROL
 DG0101
 DG0101  NGVD 29 (??/??/92)  305.487  (m)         1002.25   (f) ADJ UNCH    1 2
 DG0101
 DG0101.Superseded values are not recommended for survey control.
 DG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0101.See file dsdata.txt to determine how the superseded data were derived.
 DG0101
 DG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC538473(NAD 83)
 DG0101_MARKER: DD = SURVEY DISK
 DG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0101_STAMPING: RM 2
 DG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0101+STABILITY: SURFACE MOTION
 DG0101
 DG0101  HISTORY     - Date     Condition        Report By
 DG0101  HISTORY     - 1973     MONUMENTED       MARTA
 DG0101  HISTORY     - 1974     GOOD             NGS
 DG0101
 DG0101                          STATION DESCRIPTION
 DG0101
 DG0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DG0101'2.7 MI SW FROM TUCKER.
 DG0101'A STANDARD MARTA BRASS DISK SET ALONG THE NORTH SIDE OF MONTREAL
 DG0101'CIRCLE EAST OF MONTREAL ROAD AND SOUTH OF THE SEABOARD COAST
 DG0101'LINE RAILROAD.  ABOUT 2.7 MILES SOUTHWEST OF THE TRAIN DEPOT
 DG0101'IN TUCKER, 128.5 FEET EAST OF THE EAST EDGE OF PAVEMENT OF
 DG0101'MONTREAL ROAD, 49.1 FEET SOUTH OF THE SOUTH MOST RAIL OF MONTREAL
 DG0101'CIRCLE, 155.9 FEET EAST OF MARTA MONUMENT B 40.  THE DISK SETS
 DG0101'ATOP A POURED CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 DG0101'THE TOP OF CURB OF MONTREAL CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0392 ***********************************************************************
 CL0392  DESIGNATION -  B 40=BLONDY RM
 CL0392  PID         -  CL0392
 CL0392  STATE/COUNTY-  GA/JOHNSON
 CL0392  USGS QUAD   -  ADRIAN (1974)
 CL0392
 CL0392                         *CURRENT SURVEY CONTROL
 CL0392  ___________________________________________________________________
 CL0392* NAD 83(1986)-  32 31 48.     (N)    082 34 45.     (W)     SCALED    
 CL0392* NAVD 88     -        76.732  (meters)     251.74   (feet)  ADJUSTED  
 CL0392  ___________________________________________________________________
 CL0392  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CL0392  DYNAMIC HT  -          76.646 (meters)     251.46  (feet)  COMP
 CL0392  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CL0392
 CL0392  VERT ORDER  -  FIRST     CLASS II
 CL0392
 CL0392.The horizontal coordinates were scaled from a topographic map and have
 CL0392.an estimated accuracy of +/- 6 seconds.
 CL0392
 CL0392.The orthometric height was determined by differential leveling
 CL0392.and adjusted by the National Geodetic Survey in June 1991..
 CL0392.WARNING-Repeat measurements at this control monument indicate possible
 CL0392.vertical movement.
 CL0392
 CL0392.The geoid height was determined by GEOID03.
 CL0392
 CL0392.The dynamic height is computed by dividing the NAVD 88
 CL0392.geopotential number by the normal gravity value computed on the
 CL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0392.degrees latitude (g = 980.6199 gals.).
 CL0392
 CL0392.The modeled gravity was interpolated from observed gravity values.
 CL0392
 CL0392;                    North         East    Units  Estimated Accuracy
 CL0392;SPC GA E     -   280,560.      161,250.      MT  (+/- 180 meters Scaled)
 CL0392
 CL0392                          SUPERSEDED SURVEY CONTROL
 CL0392
 CL0392  NGVD 29 (??/??/92)   76.94   (m)          252.4    (f) COMPUTED    1 2
 CL0392
 CL0392.Superseded values are not recommended for survey control.
 CL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0392.See file dsdata.txt to determine how the superseded data were derived.
 CL0392
 CL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS516002(NAD 83)
 CL0392_MARKER: DR = REFERENCE MARK DISK
 CL0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0392_STAMPING: ELEV 252.326 B 40 BLONDY 1918
 CL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0392+STABILITY: SURFACE MOTION
 CL0392
 CL0392  HISTORY     - Date     Condition        Report By
 CL0392  HISTORY     - 1918     MONUMENTED       CGS
 CL0392  HISTORY     - 1962     GOOD             NGS
 CL0392  HISTORY     - 1968     GOOD             NGS
 CL0392
 CL0392                          STATION DESCRIPTION
 CL0392
 CL0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0392'0.6 MI E FROM ADRIAN.
 CL0392'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE
 CL0392'AT ADRIAN, THENCE 0.5 MILE EAST ALONG A PRIVATE ROAD, NEAR THE
 CL0392'WEST END OF A DAM THAT FORMS A SMALL LAKE, IN A CLEARING, AT
 CL0392'AN ABANDONED HOME SITE, 54 FEET SOUTH OF THE CENTER LINE OF THE
 CL0392'ROAD, 28.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED BRICK
 CL0392'CHIMNEY OF THE OLD HOME SITE, 29.3 FEET SOUTH OF THE STATION C
 CL0392'40, 11 FEET WEST OF A LONE 36 INCH OAK TREE, ABOUT LEVEL WITH THE
 CL0392'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CL0392'ABOVE THE LEVEL OF THE GROUND.
 CL0392
 CL0392                          STATION RECOVERY (1968)
 CL0392
 CL0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CL0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0104 ***********************************************************************
 DG0104  DESIGNATION -  B 41
 DG0104  PID         -  DG0104
 DG0104  STATE/COUNTY-  GA/DE KALB
 DG0104  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0104
 DG0104                         *CURRENT SURVEY CONTROL
 DG0104  ___________________________________________________________________
 DG0104* NAD 83(1994)-  33 50 10.77841(N)    084 15 14.31747(W)     ADJUSTED  
 DG0104* NAVD 88     -       306.496  (meters)    1005.56   (feet)  ADJUSTED  
 DG0104  ___________________________________________________________________
 DG0104  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DG0104  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0104  DYNAMIC HT  -         306.157 (meters)    1004.45  (feet)  COMP
 DG0104  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DG0104
 DG0104  HORZ ORDER  -  SECOND
 DG0104  VERT ORDER  -  FIRST     CLASS II
 DG0104
 DG0104.The horizontal coordinates were established by classical geodetic methods
 DG0104.and adjusted by the National Geodetic Survey in September 1997..
 DG0104
 DG0104.The orthometric height was determined by differential leveling
 DG0104.and adjusted by the National Geodetic Survey in June 1991..
 DG0104
 DG0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0104
 DG0104.The geoid height was determined by GEOID03.
 DG0104
 DG0104.The dynamic height is computed by dividing the NAVD 88
 DG0104.geopotential number by the normal gravity value computed on the
 DG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0104.degrees latitude (g = 980.6199 gals.).
 DG0104
 DG0104.The modeled gravity was interpolated from observed gravity values.
 DG0104
 DG0104;                    North         East     Units Scale Factor Converg.
 DG0104;SPC GA W     -   425,354.213   691,919.216   MT  0.99990080   -0 02 55.0
 DG0104;SPC GA W     - 1,395,516.28  2,270,071.63   sFT  0.99990080   -0 02 55.0
 DG0104;UTM  16      - 3,747,400.808   754,111.844   MT  1.00039611   +1 31 47.5
 DG0104
 DG0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0104!SPC GA W     -   0.99995652  x   0.99990080  =   0.99985732
 DG0104!UTM  16      -   0.99995652  x   1.00039611  =   1.00035261
 DG0104
 DG0104:                Primary Azimuth Mark                     Grid Az
 DG0104:SPC GA W     -  B 42                                     061 48 37.9
 DG0104:UTM  16      -  B 42                                     060 13 55.4
 DG0104
 DG0104|---------------------------------------------------------------------|
 DG0104| PID    Reference Object                     Distance      Geod. Az  |
 DG0104|                                                           dddmmss.s |
 DG0104| DG0105 B 42                                APPROX. 0.6 KM 0614542.9 |
 DG0104| CZ2784 B 41 RM 1                            25.575 METERS 24455     |
 DG0104| DG0103 B 41 RM 2                            48.931 METERS 24455     |
 DG0104| DG0102 B 40                                191.753 METERS 24558     |
 DG0104|---------------------------------------------------------------------|
 DG0104
 DG0104                          SUPERSEDED SURVEY CONTROL
 DG0104
 DG0104  NAD 83(1986)-  33 50 10.77928(N)    084 15 14.31381(W) AD(       ) 2
 DG0104  NAD 27      -  33 50 10.40339(N)    084 15 14.59786(W) AD(       ) 2
 DG0104  NGVD 29 (??/??/92)  306.412  (m)         1005.29   (f) ADJ UNCH    1 2
 DG0104
 DG0104.Superseded values are not recommended for survey control.
 DG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0104.See file dsdata.txt to determine how the superseded data were derived.
 DG0104
 DG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5411247401(NAD 83)
 DG0104_MARKER: DD = SURVEY DISK
 DG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0104_STAMPING: B 41
 DG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0104+STABILITY: SURFACE MOTION
 DG0104
 DG0104  HISTORY     - Date     Condition        Report By
 DG0104  HISTORY     - 1973     MONUMENTED       MARTA
 DG0104  HISTORY     - 1974     GOOD             NGS
 DG0104
 DG0104                          STATION DESCRIPTION
 DG0104
 DG0104'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0104'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT ON THE SOUTH
 DG0104'SIDE OF THE S.C.L. R/R, 13.25 FT SOUTH OF SOUTH RAIL OF THE MAIN
 DG0104'LINE, 50.0 FT WEST OF N.E. BUILDING CORNER OF JELLICO COAL AND
 DG0104'LUMBER CO. ON MONTREAL CIR., 34.0 FT EAST OF A TELEGRAPH POLE.
 DG0104
 DG0104                          STATION RECOVERY (1974)
 DG0104
 DG0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0104'2.5 MI SW FROM TUCKER.
 DG0104'A STANDARD MARTA BRASS DISK SOUTH OF THE SEABOARD COAST LINE
 DG0104'RAILROAD TRACKS, ABOUT 2.5 MILES SOUTHWEST OF THE SEABOARD COAST
 DG0104'LINE DEPOT, AT TUCKER 50.0 FEET WEST OF THE NORTHEAST BUILDING
 DG0104'CORNER OF THE JELLICO COAL AND LUMBER CO. WAREHOUSE (NO. 1800
 DG0104'MONTREAL CIRCLE), 34.0 FEET EAST OF A TELEGRAPH POLE, 13.25 FEET
 DG0104'SOUTH OF SOUTH RAIL OF THE MAIN LINE TRACK, SET ATOP A CONCRETE
 DG0104'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0103 ***********************************************************************
 DG0103  DESIGNATION -  B 41 RM 2
 DG0103  PID         -  DG0103
 DG0103  STATE/COUNTY-  GA/DE KALB
 DG0103  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0103
 DG0103                         *CURRENT SURVEY CONTROL
 DG0103  ___________________________________________________________________
 DG0103* NAD 83(1986)-  33 50 10.     (N)    084 15 17.     (W)     SCALED    
 DG0103* NAVD 88     -       306.429  (meters)    1005.34   (feet)  ADJUSTED  
 DG0103  ___________________________________________________________________
 DG0103  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0103  DYNAMIC HT  -         306.090 (meters)    1004.23  (feet)  COMP
 DG0103  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DG0103
 DG0103  VERT ORDER  -  FIRST     CLASS II
 DG0103
 DG0103.The horizontal coordinates were scaled from a topographic map and have
 DG0103.an estimated accuracy of +/- 6 seconds.
 DG0103
 DG0103.The orthometric height was determined by differential leveling
 DG0103.and adjusted by the National Geodetic Survey in June 1991..
 DG0103
 DG0103.The geoid height was determined by GEOID03.
 DG0103
 DG0103.The dynamic height is computed by dividing the NAVD 88
 DG0103.geopotential number by the normal gravity value computed on the
 DG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0103.degrees latitude (g = 980.6199 gals.).
 DG0103
 DG0103.The modeled gravity was interpolated from observed gravity values.
 DG0103
 DG0103;                    North         East    Units  Estimated Accuracy
 DG0103;SPC GA W     -   425,330.      691,850.      MT  (+/- 180 meters Scaled)
 DG0103
 DG0103                          SUPERSEDED SURVEY CONTROL
 DG0103
 DG0103  NGVD 29 (??/??/92)  306.345  (m)         1005.07   (f) ADJ UNCH    1 2
 DG0103
 DG0103.Superseded values are not recommended for survey control.
 DG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0103.See file dsdata.txt to determine how the superseded data were derived.
 DG0103
 DG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC540473(NAD 83)
 DG0103_MARKER: DD = SURVEY DISK
 DG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0103_STAMPING: RM 2
 DG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0103+STABILITY: SURFACE MOTION
 DG0103
 DG0103  HISTORY     - Date     Condition        Report By
 DG0103  HISTORY     - 1973     MONUMENTED       MARTA
 DG0103  HISTORY     - 1974     GOOD             NGS
 DG0103
 DG0103                          STATION DESCRIPTION
 DG0103
 DG0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DG0103'2.5 MI SW FROM TUCKER.
 DG0103'A STANDARD MARTA BRASS DISK SET ALONG THE SOUTH SIDE OF THE
 DG0103'SEABOARD COAST LINE RAILROAD.  ABOUT 2.5 MILES SOUTHWEST OF THE
 DG0103'TRAIN DEPOT IN TUCKER, ABOUT 750 FEET EAST OF THE EAST SIDE OF
 DG0103'MONTREAL ROAD, 175 FEET EAST OF THE EXTENDED WEST BUILDING LINE
 DG0103'OF THE JELLICO COAL AND LUMBER CO. WAREHOUSE, 160.5 FEET WEST OF
 DG0103'MARTA MONUMENT B 41, 25.5 FEET NORTHEAST OF A TELEPHONE POLE ALONG
 DG0103'THE SOUTH SIDE OF THE TRACKS, 8.4 FEET SOUTH OF THE SOUTH MOST
 DG0103'RAIL.  THE DISK SETS ATOP A POURED CONCRETE POST FLUSH WITH
 DG0103'THE GROUND AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0328 ***********************************************************************
 CM0328  DESIGNATION -  B 42
 CM0328  PID         -  CM0328
 CM0328  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM0328  USGS QUAD   -  CUSSETA (1993)
 CM0328
 CM0328                         *CURRENT SURVEY CONTROL
 CM0328  ___________________________________________________________________
 CM0328* NAD 83(1986)-  32 21 43.     (N)    084 49 09.     (W)     SCALED    
 CM0328* NAVD 88     -        92.608  (meters)     303.83   (feet)  ADJUSTED  
 CM0328  ___________________________________________________________________
 CM0328  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CM0328  DYNAMIC HT  -          92.503 (meters)     303.49  (feet)  COMP
 CM0328  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CM0328
 CM0328  VERT ORDER  -  FIRST     CLASS I
 CM0328
 CM0328.The horizontal coordinates were scaled from a topographic map and have
 CM0328.an estimated accuracy of +/- 6 seconds.
 CM0328
 CM0328.The orthometric height was determined by differential leveling
 CM0328.and adjusted by the National Geodetic Survey in June 1991..
 CM0328
 CM0328.The geoid height was determined by GEOID03.
 CM0328
 CM0328.The dynamic height is computed by dividing the NAVD 88
 CM0328.geopotential number by the normal gravity value computed on the
 CM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0328.degrees latitude (g = 980.6199 gals.).
 CM0328
 CM0328.The modeled gravity was interpolated from observed gravity values.
 CM0328
 CM0328;                    North         East    Units  Estimated Accuracy
 CM0328;SPC GA W     -   262,040.      638,590.      MT  (+/- 180 meters Scaled)
 CM0328
 CM0328                          SUPERSEDED SURVEY CONTROL
 CM0328
 CM0328  NGVD 29 (??/??/92)   92.659  (m)          304.00   (f) ADJ UNCH    1 1
 CM0328
 CM0328.Superseded values are not recommended for survey control.
 CM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0328.See file dsdata.txt to determine how the superseded data were derived.
 CM0328
 CM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA051826(NAD 83)
 CM0328_MARKER: DD = SURVEY DISK
 CM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0328_STAMPING: B 42 1952 AMS GA 3 TT
 CM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0328+STABILITY: SURFACE MOTION
 CM0328
 CM0328  HISTORY     - Date     Condition        Report By
 CM0328  HISTORY     - 1952     MONUMENTED       DOD
 CM0328  HISTORY     - 1958     GOOD             NGS
 CM0328  HISTORY     - 1974     GOOD             NGS
 CM0328
 CM0328                          STATION DESCRIPTION
 CM0328
 CM0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0328'5.4 MI NW FROM CUSSETA.
 CM0328'ABOUT 5.35 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0328'FROM THE COURT HOUSE AT CUSSETA, AT THE CROSSING OF HOURGLASS ROAD,
 CM0328'ABOUT 0.45 MILES NORTHWEST OF MILE POST 14, 47 FEET NORTHEAST OF
 CM0328'NORTHEAST RAIL OF THE MAIN TRACK, 97 FEET EAST-NORTHEAST OF THE
 CM0328'CENTER LINE OF THE CROSSING OF HOURGLASS ROAD AND THE MAIN TRACK,
 CM0328'95 FEET SOUTHEAST OF THE CENTER LINE OF HOURGLASS ROAD, 55 1/2 FEET
 CM0328'WEST OF A LONE 30-INCH PINE TREE, ABOUT 3 1/2 FEET BELOW THE LEVEL
 CM0328'OF THE TRACK, A USE DISK SET IN THE TOP OF A CONCRETE POST
 CM0328'PROJECTING 4 INCHES.
 CM0328
 CM0328                          STATION RECOVERY (1974)
 CM0328
 CM0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CM0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0105 ***********************************************************************
 DG0105  DESIGNATION -  B 42
 DG0105  PID         -  DG0105
 DG0105  STATE/COUNTY-  GA/DE KALB
 DG0105  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0105
 DG0105                         *CURRENT SURVEY CONTROL
 DG0105  ___________________________________________________________________
 DG0105* NAD 83(1994)-  33 50 20.43269(N)    084 14 52.77389(W)     ADJUSTED  
 DG0105* NAVD 88     -       317.308  (meters)    1041.03   (feet)  ADJUSTED  
 DG0105  ___________________________________________________________________
 DG0105  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DG0105  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0105  DYNAMIC HT  -         316.957 (meters)    1039.88  (feet)  COMP
 DG0105  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DG0105
 DG0105  HORZ ORDER  -  SECOND
 DG0105  VERT ORDER  -  FIRST     CLASS II
 DG0105
 DG0105.The horizontal coordinates were established by classical geodetic methods
 DG0105.and adjusted by the National Geodetic Survey in September 1997..
 DG0105
 DG0105.The orthometric height was determined by differential leveling
 DG0105.and adjusted by the National Geodetic Survey in June 1991..
 DG0105
 DG0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0105
 DG0105.The geoid height was determined by GEOID03.
 DG0105
 DG0105.The dynamic height is computed by dividing the NAVD 88
 DG0105.geopotential number by the normal gravity value computed on the
 DG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0105.degrees latitude (g = 980.6199 gals.).
 DG0105
 DG0105.The modeled gravity was interpolated from observed gravity values.
 DG0105
 DG0105;                    North         East     Units Scale Factor Converg.
 DG0105;SPC GA W     -   425,651.187   692,473.315   MT  0.99990070   -0 02 43.0
 DG0105;SPC GA W     - 1,396,490.60  2,271,889.53   sFT  0.99990070   -0 02 43.0
 DG0105;UTM  16      - 3,747,713.089   754,657.823   MT  1.00039954   +1 31 59.9
 DG0105
 DG0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0105!SPC GA W     -   0.99995482  x   0.99990070  =   0.99985553
 DG0105!UTM  16      -   0.99995482  x   1.00039954  =   1.00035434
 DG0105
 DG0105:                Primary Azimuth Mark                     Grid Az
 DG0105:SPC GA W     -  B 43                                     061 24 11.8
 DG0105:UTM  16      -  B 43                                     059 49 28.9
 DG0105
 DG0105|---------------------------------------------------------------------|
 DG0105| PID    Reference Object                     Distance      Geod. Az  |
 DG0105|                                                           dddmmss.s |
 DG0105| DG0106 B 43                                APPROX. 0.6 KM 0612128.8 |
 DG0105| CZ2786 B 42 RM 2                            50.156 METERS 19201     |
 DG0105| CZ2785 B 42 RM 1                            26.554 METERS 19201     |
 DG0105|---------------------------------------------------------------------|
 DG0105
 DG0105                          SUPERSEDED SURVEY CONTROL
 DG0105
 DG0105  NAD 83(1986)-  33 50 20.43354(N)    084 14 52.77066(W) AD(       ) 2
 DG0105  NAD 27      -  33 50 20.05823(N)    084 14 53.05556(W) AD(       ) 2
 DG0105  NGVD 29 (??/??/92)  317.224  (m)         1040.76   (f) ADJ UNCH    1 2
 DG0105
 DG0105.Superseded values are not recommended for survey control.
 DG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0105.See file dsdata.txt to determine how the superseded data were derived.
 DG0105
 DG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5465847713(NAD 83)
 DG0105_MARKER: DD = SURVEY DISK
 DG0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0105_SP_SET: SIDEWALK
 DG0105_STAMPING: B 42
 DG0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0105
 DG0105  HISTORY     - Date     Condition        Report By
 DG0105  HISTORY     - 1973     MONUMENTED       MARTA
 DG0105  HISTORY     - 1974     GOOD             NGS
 DG0105
 DG0105                          STATION DESCRIPTION
 DG0105
 DG0105'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0105'SET A STD. MARTA BRASS DISC ON EAST SIDE OF N. BOUND LANES
 DG0105'OF I-285 NEAR LA VISTA-TUCKER RD., 131.5 FT SOUTH OF N. END OF
 DG0105'BRIDGE OVER S.C.L. R/R, 7.90 FT EAST OF THE EDGE OF THE CONCRETE
 DG0105'PAVEMENT, 32.5 FT SOUTH OF CENTERLINE OF THE S.C.L. R/R TRACK.
 DG0105
 DG0105                          STATION RECOVERY (1974)
 DG0105
 DG0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0105'2.2 MI SW FROM TUCKER.
 DG0105'A STANDARD MARTA BRASS DISK ABOUT 2.2 MILES SOUTHWEST OF THE
 DG0105'SEABOARD COAST LINE DEPOT AT TUCKER, ON THE EAST SIDE OF THE
 DG0105'NORTHBOUND LANES OF I-285 NEAR LAVISTA-TUCKER RD., 131.5 FEET
 DG0105'SOUTH OF THE NORTH END OF THE BRIDGE OVER THE SEABOARD COAST LINE
 DG0105'RAILROAD TRACKS, 32.5 FEET SOUTH OF THE CENTERLINE OF THE TRACKS,
 DG0105'7.90 FEET EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT, DRILLED
 DG0105'FLUSH WITH THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0106 ***********************************************************************
 DG0106  DESIGNATION -  B 43
 DG0106  PID         -  DG0106
 DG0106  STATE/COUNTY-  GA/DE KALB
 DG0106  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG0106
 DG0106                         *CURRENT SURVEY CONTROL
 DG0106  ___________________________________________________________________
 DG0106* NAD 83(1994)-  33 50 29.19281(N)    084 14 33.55153(W)     ADJUSTED  
 DG0106* NAVD 88     -       323.221  (meters)    1060.43   (feet)  ADJUSTED  
 DG0106  ___________________________________________________________________
 DG0106  X           -     532,005.630 (meters)                     COMP
 DG0106  Y           -  -5,276,565.115 (meters)                     COMP
 DG0106  Z           -   3,532,015.968 (meters)                     COMP
 DG0106  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DG0106  ELLIP HEIGHT-         293.72  (meters)          (09/03/97) GPS OBS
 DG0106  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0106  DYNAMIC HT  -         322.864 (meters)    1059.26  (feet)  COMP
 DG0106  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 DG0106
 DG0106  HORZ ORDER  -  FIRST
 DG0106  VERT ORDER  -  FIRST     CLASS II
 DG0106  ELLP ORDER  -  FOURTH    CLASS II
 DG0106
 DG0106.The horizontal coordinates were established by GPS observations
 DG0106.and adjusted by the National Geodetic Survey in September 1997..
 DG0106
 DG0106.The orthometric height was determined by differential leveling
 DG0106.and adjusted by the National Geodetic Survey in June 1991..
 DG0106
 DG0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG0106
 DG0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0106
 DG0106.The ellipsoidal height was determined by GPS observations
 DG0106.and is referenced to NAD 83.
 DG0106
 DG0106.The geoid height was determined by GEOID03.
 DG0106
 DG0106.The dynamic height is computed by dividing the NAVD 88
 DG0106.geopotential number by the normal gravity value computed on the
 DG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0106.degrees latitude (g = 980.6199 gals.).
 DG0106
 DG0106.The modeled gravity was interpolated from observed gravity values.
 DG0106
 DG0106;                    North         East     Units Scale Factor Converg.
 DG0106;SPC GA W     -   425,920.690   692,967.686   MT  0.99990061   -0 02 32.3
 DG0106;SPC GA W     - 1,397,374.80  2,273,511.48   sFT  0.99990061   -0 02 32.3
 DG0106;UTM  16      - 3,747,996.251   755,144.825   MT  1.00040260   +1 32 11.0
 DG0106
 DG0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0106!SPC GA W     -   0.99995389  x   0.99990061  =   0.99985451
 DG0106!UTM  16      -   0.99995389  x   1.00040260  =   1.00035647
 DG0106
 DG0106|---------------------------------------------------------------------|
 DG0106| PID    Reference Object                     Distance      Geod. Az  |
 DG0106|                                                           dddmmss.s |
 DG0106| AB4434 5309                                319.651 METERS 14341     |
 DG0106| DG0105 B 42                                APPROX. 0.6 KM 2412139.5 |
 DG0106| CZ2788 B 43 RM 2                            25.760 METERS 32713     |
 DG0106| CZ2787 B 43 RM 1                            13.195 METERS 32713     |
 DG0106|---------------------------------------------------------------------|
 DG0106
 DG0106                          SUPERSEDED SURVEY CONTROL
 DG0106
 DG0106  NAD 83(1994)-  33 50 29.19258(N)    084 14 33.55092(W) AD(       ) 1
 DG0106  ELLIP H (06/18/96)  293.72   (m)                       GP(       ) 4 1
 DG0106  NAD 83(1986)-  33 50 29.19397(N)    084 14 33.54866(W) AD(       ) 2
 DG0106  NAD 27      -  33 50 28.81916(N)    084 14 33.83451(W) AD(       ) 2
 DG0106  NGVD 29 (??/??/92)  323.137  (m)         1060.16   (f) ADJ UNCH    1 2
 DG0106
 DG0106.Superseded values are not recommended for survey control.
 DG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0106.See file dsdata.txt to determine how the superseded data were derived.
 DG0106
 DG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5514547996(NAD 83)
 DG0106_MARKER: DD = SURVEY DISK
 DG0106_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG0106_SP_SET: SIDEWALK ON BRIDGE
 DG0106_STAMPING: B 43
 DG0106_MARK LOGO: MARTA 
 DG0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG0106+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 DG0106
 DG0106  HISTORY     - Date     Condition        Report By
 DG0106  HISTORY     - 1973     MONUMENTED       MARTA
 DG0106  HISTORY     - 1974     GOOD             NGS
 DG0106  HISTORY     - 19950208 GOOD             MSI
 DG0106  HISTORY     - 19991028 GOOD             WOOLPT
 DG0106  HISTORY     - 20050501 GOOD             GEOCAC
 DG0106
 DG0106                          STATION DESCRIPTION
 DG0106
 DG0106'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0106'SET A STD. MARTA BRASS DISC DRILLED IN CONCRETE WALK AREA OF
 DG0106'COOLEDGE RD., ON WEST SIDE OF OVERPASS BRIDGE OVER S.C.L. R/R,
 DG0106'WEST OF EDGE CONCRETE SHELF 0.90 FT, 85 FT SOUTH OF NORTH END OF
 DG0106'BRIDGE (COOLEDGE RD.).
 DG0106
 DG0106                          STATION RECOVERY (1974)
 DG0106
 DG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DG0106'1.8 MI SW FROM TUCKER.
 DG0106'A STANDARD MARTA BRASS DISK ON COOLEDGE RD. BRIDGE OVER THE
 DG0106'SEABOARD COAST LINE RAILROAD TRACKS, ABOUT 1.8 MILES SOUTHWEST
 DG0106'FROM THE SEABOARD COAST LINE DEPOT AT TUCKER, 85.0 FEET SOUTH
 DG0106'OF NORTH END OF BRIDGE, 0.90 FEET WEST OF EDGE OF CONCRETE SHELF,
 DG0106'DRILLED FLUSH IN CONCRETE WALK ON WEST SIDE OF BRIDGE.
 DG0106
 DG0106                          STATION RECOVERY (1995)
 DG0106
 DG0106'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 DG0106'RECOVERED AS DESCRIBED.
 DG0106
 DG0106                          STATION RECOVERY (1999)
 DG0106
 DG0106'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JWK)
 DG0106'RECOVERED AS DESCRIBED.
 DG0106
 DG0106                          STATION RECOVERY (2005)
 DG0106
 DG0106'RECOVERY NOTE BY GEOCACHING 2005 (JU)
 DG0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2561 ***********************************************************************
 DG2561  DESIGNATION -  B 44
 DG2561  PID         -  DG2561
 DG2561  STATE/COUNTY-  GA/DE KALB
 DG2561  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2561
 DG2561                         *CURRENT SURVEY CONTROL
 DG2561  ___________________________________________________________________
 DG2561* NAD 83(1994)-  33 51 00.52905(N)    084 13 23.64787(W)     ADJUSTED  
 DG2561* NAVD 88     -       335.     (meters)    1099.     (feet)  VERTCON   
 DG2561  ___________________________________________________________________
 DG2561  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG2561  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2561
 DG2561  HORZ ORDER  -  SECOND
 DG2561
 DG2561.The horizontal coordinates were established by classical geodetic methods
 DG2561.and adjusted by the National Geodetic Survey in September 1997..
 DG2561
 DG2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2561
 DG2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2561
 DG2561.The geoid height was determined by GEOID03.
 DG2561
 DG2561;                    North         East     Units Scale Factor Converg.
 DG2561;SPC GA W     -   426,884.937   694,765.263   MT  0.99990034   -0 01 53.4
 DG2561;SPC GA W     - 1,400,538.33  2,279,409.03   sFT  0.99990034   -0 01 53.4
 DG2561;UTM  16      - 3,749,010.175   756,916.050   MT  1.00041378   +1 32 51.2
 DG2561
 DG2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2561!SPC GA W     -   0.99995203  x   0.99990034  =   0.99985238
 DG2561!UTM  16      -   0.99995203  x   1.00041378  =   1.00036579
 DG2561
 DG2561|---------------------------------------------------------------------|
 DG2561| PID    Reference Object                     Distance      Geod. Az  |
 DG2561|                                                           dddmmss.s |
 DG2561| CZ2790 B 44 RM 2                            52.741 METERS 00131     |
 DG2561| CZ2789 B 44 RM 1                            26.031 METERS 00131     |
 DG2561| DG2555 B 45                                488.750 METERS 0014931.6 |
 DG2561|---------------------------------------------------------------------|
 DG2561
 DG2561                          SUPERSEDED SURVEY CONTROL
 DG2561
 DG2561  NAD 83(1994)-  33 51 00.53236(N)    084 13 23.64711(W) AD(       ) 2
 DG2561  NAD 83(1986)-  33 51 00.53197(N)    084 13 23.64705(W) AD(       ) 2
 DG2561  NAD 27      -  33 51 00.16292(N)    084 13 23.92860(W) AD(       ) 2
 DG2561  NGVD 29 (07/19/86)  335.     (m)         1099.     (f) VERT ANG       
 DG2561
 DG2561.Superseded values are not recommended for survey control.
 DG2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2561.See file dsdata.txt to determine how the superseded data were derived.
 DG2561
 DG2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5691649010(NAD 83)
 DG2561_MARKER: DD = SURVEY DISK
 DG2561_SETTING: 0 = UNSPECIFIED SETTING
 DG2561
 DG2561  HISTORY     - Date     Condition        Report By
 DG2561  HISTORY     - 1973     MONUMENTED       MARTA
 DG2561
 DG2561                          STATION DESCRIPTION
 DG2561
 DG2561'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2561'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT AT THE NW
 DG2561'CORNER OF MOON ST. AND BROCKETT RD., 17.0 FT E. OF A POWER POLE
 DG2561'AND 68.2 FT N. ON THE N. RAIL OF THE S.C.L. R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2555 ***********************************************************************
 DG2555  DESIGNATION -  B 45
 DG2555  PID         -  DG2555
 DG2555  STATE/COUNTY-  GA/DE KALB
 DG2555  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2555
 DG2555                         *CURRENT SURVEY CONTROL
 DG2555  ___________________________________________________________________
 DG2555* NAD 83(1994)-  33 51 16.38381(N)    084 13 23.04222(W)     ADJUSTED  
 DG2555* NAVD 88     -       334.8    (meters)    1098.     (feet)  VERTCON   
 DG2555  ___________________________________________________________________
 DG2555  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG2555  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2555
 DG2555  HORZ ORDER  -  SECOND
 DG2555
 DG2555.The horizontal coordinates were established by classical geodetic methods
 DG2555.and adjusted by the National Geodetic Survey in September 1997..
 DG2555
 DG2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2555
 DG2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2555
 DG2555.The geoid height was determined by GEOID03.
 DG2555
 DG2555;                    North         East     Units Scale Factor Converg.
 DG2555;SPC GA W     -   427,373.381   694,781.099   MT  0.99990034   -0 01 53.1
 DG2555;SPC GA W     - 1,402,140.83  2,279,460.99   sFT  0.99990034   -0 01 53.1
 DG2555;UTM  16      - 3,749,499.121   756,918.420   MT  1.00041379   +1 32 52.2
 DG2555
 DG2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2555!SPC GA W     -   0.99995208  x   0.99990034  =   0.99985242
 DG2555!UTM  16      -   0.99995208  x   1.00041379  =   1.00036585
 DG2555
 DG2555|---------------------------------------------------------------------|
 DG2555| PID    Reference Object                     Distance      Geod. Az  |
 DG2555|                                                           dddmmss.s |
 DG2555| DG2554 BV 044 055 GADT 1973                 56.994 METERS 07602     |
 DG2555| CZ2792 B 45 RM 2                            72.753 METERS 07717     |
 DG2555| CZ2791 B 45 RM 1                            27.880 METERS 07717     |
 DG2555| DG2553 B 46                                295.357 METERS 08509     |
 DG2555| DG2560 B 44 ECC MARTA 1973                 492.102 METERS 1814249.6 |
 DG2555|---------------------------------------------------------------------|
 DG2555
 DG2555                          SUPERSEDED SURVEY CONTROL
 DG2555
 DG2555  NAD 83(1986)-  33 51 16.38720(N)    084 13 23.04231(W) AD(       ) 2
 DG2555  NAD 27      -  33 51 16.01796(N)    084 13 23.32435(W) AD(       ) 2
 DG2555  NGVD 29 (07/19/86)  334.7    (m)         1098.     (f) VERT ANG       
 DG2555
 DG2555.Superseded values are not recommended for survey control.
 DG2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2555.See file dsdata.txt to determine how the superseded data were derived.
 DG2555
 DG2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5691849499(NAD 83)
 DG2555_MARKER: DD = SURVEY DISK
 DG2555_SETTING: 0 = UNSPECIFIED SETTING
 DG2555
 DG2555  HISTORY     - Date     Condition        Report By
 DG2555  HISTORY     - 1973     MONUMENTED       MARTA
 DG2555
 DG2555                          STATION DESCRIPTION
 DG2555
 DG2555'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2555'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT AT THE NE
 DG2555'CORNER OF HENDERSON RD., AND LA VISTA ROAD ADJACENT TO A GREEN
 DG2555'METAL POWER POLE WITH SWITCH BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0603 ***********************************************************************
 CL0603  DESIGNATION -  B 45=HOPE RM
 CL0603  PID         -  CL0603
 CL0603  STATE/COUNTY-  GA/LAURENS
 CL0603  USGS QUAD   -  DUDLEY (1974)
 CL0603
 CL0603                         *CURRENT SURVEY CONTROL
 CL0603  ___________________________________________________________________
 CL0603* NAD 83(1986)-  32 30 44.     (N)    083 00 09.     (W)     SCALED    
 CL0603* NAVD 88     -        68.613  (meters)     225.11   (feet)  ADJUSTED  
 CL0603  ___________________________________________________________________
 CL0603  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CL0603  DYNAMIC HT  -          68.535 (meters)     224.85  (feet)  COMP
 CL0603  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 CL0603
 CL0603  VERT ORDER  -  FIRST     CLASS II
 CL0603
 CL0603.The horizontal coordinates were scaled from a topographic map and have
 CL0603.an estimated accuracy of +/- 6 seconds.
 CL0603
 CL0603.The orthometric height was determined by differential leveling
 CL0603.and adjusted by the National Geodetic Survey in June 1991..
 CL0603.WARNING-Repeat measurements at this control monument indicate possible
 CL0603.vertical movement.
 CL0603
 CL0603.The geoid height was determined by GEOID03.
 CL0603
 CL0603.The dynamic height is computed by dividing the NAVD 88
 CL0603.geopotential number by the normal gravity value computed on the
 CL0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0603.degrees latitude (g = 980.6199 gals.).
 CL0603
 CL0603.The modeled gravity was interpolated from observed gravity values.
 CL0603
 CL0603;                    North         East    Units  Estimated Accuracy
 CL0603;SPC GA E     -   278,820.      121,470.      MT  (+/- 180 meters Scaled)
 CL0603
 CL0603                          SUPERSEDED SURVEY CONTROL
 CL0603
 CL0603  NGVD 29 (??/??/92)   68.777  (m)          225.65   (f) ADJ UNCH    1 2
 CL0603
 CL0603.Superseded values are not recommended for survey control.
 CL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0603.See file dsdata.txt to determine how the superseded data were derived.
 CL0603
 CL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR118989(NAD 83)
 CL0603_MARKER: DR = REFERENCE MARK DISK
 CL0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0603_STAMPING: ELEV 225.944 B 45 HOPE 1918
 CL0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0603+STABILITY: SURFACE MOTION
 CL0603
 CL0603  HISTORY     - Date     Condition        Report By
 CL0603  HISTORY     - 1918     MONUMENTED       CGS
 CL0603  HISTORY     - 1962     POOR             NGS
 CL0603  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0603
 CL0603                          STATION DESCRIPTION
 CL0603
 CL0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0603'5 MI SE FROM DUDLEY.
 CL0603'ABOUT 5.0 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0603'FROM THE STATION AT DUDLEY, 0.4 MILE EAST OF MILEPOST 46, AT THE
 CL0603'OUTSIDE OF A CURVE, 42.1 FEET NORTH OF THE NORTH RAIL, 89 FEET
 CL0603'WEST OF TELEGRAPH POLE 1523, 47.6 FEET WEST OF BENCH MARK C 45,
 CL0603'5 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 CL0603'CONCRETE POST FLUSH WITH THE GROUND.  MARK IS LOOSE AND LEANING
 CL0603'TO THE NORTH.
 CL0603
 CL0603                          STATION RECOVERY (1974)
 CL0603
 CL0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2553 ***********************************************************************
 DG2553  DESIGNATION -  B 46
 DG2553  PID         -  DG2553
 DG2553  STATE/COUNTY-  GA/DE KALB
 DG2553  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2553
 DG2553                         *CURRENT SURVEY CONTROL
 DG2553  ___________________________________________________________________
 DG2553* NAD 83(1994)-  33 51 17.19536(N)    084 13 11.59368(W)     ADJUSTED  
 DG2553* NAVD 88     -       337.6    (meters)    1108.     (feet)  VERTCON   
 DG2553  ___________________________________________________________________
 DG2553  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DG2553  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2553
 DG2553  HORZ ORDER  -  SECOND
 DG2553
 DG2553.The horizontal coordinates were established by classical geodetic methods
 DG2553.and adjusted by the National Geodetic Survey in September 1997..
 DG2553
 DG2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2553
 DG2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2553
 DG2553.The geoid height was determined by GEOID03.
 DG2553
 DG2553;                    North         East     Units Scale Factor Converg.
 DG2553;SPC GA W     -   427,398.226   695,075.380   MT  0.99990030   -0 01 46.7
 DG2553;SPC GA W     - 1,402,222.35  2,280,426.48   sFT  0.99990030   -0 01 46.7
 DG2553;UTM  16      - 3,749,532.085   757,212.056   MT  1.00041566   +1 32 58.6
 DG2553
 DG2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2553!SPC GA W     -   0.99995164  x   0.99990030  =   0.99985195
 DG2553!UTM  16      -   0.99995164  x   1.00041566  =   1.00036728
 DG2553
 DG2553|---------------------------------------------------------------------|
 DG2553| PID    Reference Object                     Distance      Geod. Az  |
 DG2553|                                                           dddmmss.s |
 DG2553| DG2551 B 47                                250.364 METERS 08907     |
 DG2553| CZ2794 B 46 RM 2                            40.018 METERS 08926     |
 DG2553| CZ2793 B 46 RM 1                            20.462 METERS 08926     |
 DG2553| DG2555 B 45                                295.357 METERS 26509     |
 DG2553|---------------------------------------------------------------------|
 DG2553
 DG2553                          SUPERSEDED SURVEY CONTROL
 DG2553
 DG2553  NAD 83(1986)-  33 51 17.19917(N)    084 13 11.59357(W) AD(       ) 2
 DG2553  NAD 27      -  33 51 16.83029(N)    084 13 11.87630(W) AD(       ) 2
 DG2553  NGVD 29 (07/19/86)  337.5    (m)         1107.     (f) VERT ANG       
 DG2553
 DG2553.Superseded values are not recommended for survey control.
 DG2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2553.See file dsdata.txt to determine how the superseded data were derived.
 DG2553
 DG2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5721249532(NAD 83)
 DG2553_MARKER: DD = SURVEY DISK
 DG2553_SETTING: 0 = UNSPECIFIED SETTING
 DG2553
 DG2553  HISTORY     - Date     Condition        Report By
 DG2553  HISTORY     - 1973     MONUMENTED       MARTA
 DG2553
 DG2553                          STATION DESCRIPTION
 DG2553
 DG2553'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2553'SET A STD. MARTA BRASS DISC IN THE SIDEWALK ON THE N. SIDE OF
 DG2553'LA VISTA ROAD, 1000 FT E. OF HENDERSON RD., IN FRONT OF 4916
 DG2553'LA VISTA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2551 ***********************************************************************
 DG2551  DESIGNATION -  B 47
 DG2551  PID         -  DG2551
 DG2551  STATE/COUNTY-  GA/DE KALB
 DG2551  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2551
 DG2551                         *CURRENT SURVEY CONTROL
 DG2551  ___________________________________________________________________
 DG2551* NAD 83(1994)-  33 51 17.31964(N)    084 13 01.85533(W)     ADJUSTED  
 DG2551* NAVD 88     -       342.5    (meters)    1124.     (feet)  VERTCON   
 DG2551  ___________________________________________________________________
 DG2551  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DG2551  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2551
 DG2551  HORZ ORDER  -  SECOND
 DG2551
 DG2551.The horizontal coordinates were established by classical geodetic methods
 DG2551.and adjusted by the National Geodetic Survey in September 1997..
 DG2551
 DG2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2551
 DG2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2551
 DG2551.The geoid height was determined by GEOID03.
 DG2551
 DG2551;                    North         East     Units Scale Factor Converg.
 DG2551;SPC GA W     -   427,401.929   695,325.691   MT  0.99990027   -0 01 41.3
 DG2551;SPC GA W     - 1,402,234.50  2,281,247.70   sFT  0.99990027   -0 01 41.3
 DG2551;UTM  16      - 3,749,542.690   757,462.299   MT  1.00041724   +1 33 04.1
 DG2551
 DG2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2551!SPC GA W     -   0.99995087  x   0.99990027  =   0.99985115
 DG2551!UTM  16      -   0.99995087  x   1.00041724  =   1.00036809
 DG2551
 DG2551|---------------------------------------------------------------------|
 DG2551| PID    Reference Object                     Distance      Geod. Az  |
 DG2551|                                                           dddmmss.s |
 DG2551| DG2544 TUCKER                               83.104 METERS 01144     |
 DG2551| DG2553 B 46                                250.364 METERS 26907     |
 DG2551| CZ2796 B 47 RM 2                            35.576 METERS 35906     |
 DG2551| CZ2795 B 47 RM 1                            17.599 METERS 35906     |
 DG2551|---------------------------------------------------------------------|
 DG2551
 DG2551                          SUPERSEDED SURVEY CONTROL
 DG2551
 DG2551  NAD 83(1986)-  33 51 17.32376(N)    084 13 01.85501(W) AD(       ) 2
 DG2551  NAD 27      -  33 51 16.95526(N)    084 13 02.13846(W) AD(       ) 2
 DG2551  NGVD 29 (07/19/86)  342.4    (m)         1123.     (f) VERT ANG       
 DG2551
 DG2551.Superseded values are not recommended for survey control.
 DG2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2551.See file dsdata.txt to determine how the superseded data were derived.
 DG2551
 DG2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5746249543(NAD 83)
 DG2551_MARKER: DD = SURVEY DISK
 DG2551_SETTING: 0 = UNSPECIFIED SETTING
 DG2551
 DG2551  HISTORY     - Date     Condition        Report By
 DG2551  HISTORY     - 1973     MONUMENTED       MARTA
 DG2551
 DG2551                          STATION DESCRIPTION
 DG2551
 DG2551'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2551'SET A STD. MARTA BRASS DISC IN THE SIDEWALK AT THE NE CORNER OF
 DG2551'LA VISTA ROAD AND CHAMBLEE-TUCKER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0512 ***********************************************************************
 CK0512  DESIGNATION -  B 48=BUSH RM
 CK0512  PID         -  CK0512
 CK0512  STATE/COUNTY-  GA/BULLOCH
 CK0512  USGS QUAD   -  GUYTON (1978)
 CK0512
 CK0512                         *CURRENT SURVEY CONTROL
 CK0512  ___________________________________________________________________
 CK0512* NAD 83(1986)-  32 18 33.     (N)    081 29 34.     (W)     SCALED    
 CK0512* NAVD 88     -        31.233  (meters)     102.47   (feet)  ADJUSTED  
 CK0512  ___________________________________________________________________
 CK0512  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CK0512  DYNAMIC HT  -          31.197 (meters)     102.35  (feet)  COMP
 CK0512  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CK0512
 CK0512  VERT ORDER  -  FIRST     CLASS II
 CK0512
 CK0512.The horizontal coordinates were scaled from a topographic map and have
 CK0512.an estimated accuracy of +/- 6 seconds.
 CK0512
 CK0512.The orthometric height was determined by differential leveling
 CK0512.and adjusted by the National Geodetic Survey in June 1991..
 CK0512.WARNING-Repeat measurements at this control monument indicate possible
 CK0512.vertical movement.
 CK0512
 CK0512.The geoid height was determined by GEOID03.
 CK0512
 CK0512.The dynamic height is computed by dividing the NAVD 88
 CK0512.geopotential number by the normal gravity value computed on the
 CK0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0512.degrees latitude (g = 980.6199 gals.).
 CK0512
 CK0512.The modeled gravity was interpolated from observed gravity values.
 CK0512
 CK0512;                    North         East    Units  Estimated Accuracy
 CK0512;SPC GA E     -   256,200.      263,460.      MT  (+/- 180 meters Scaled)
 CK0512
 CK0512                          SUPERSEDED SURVEY CONTROL
 CK0512
 CK0512  NGVD 29 (??/??/92)   31.473  (m)          103.26   (f) ADJ UNCH    1 2
 CK0512
 CK0512.Superseded values are not recommended for survey control.
 CK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0512.See file dsdata.txt to determine how the superseded data were derived.
 CK0512
 CK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR536748(NAD 83)
 CK0512_MARKER: DR = REFERENCE MARK DISK
 CK0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0512_STAMPING: ELEV 103.258 B 48 BUSH 1918
 CK0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0512+STABILITY: SURFACE MOTION
 CK0512
 CK0512  HISTORY     - Date     Condition        Report By
 CK0512  HISTORY     - 1918     MONUMENTED       CGS
 CK0512  HISTORY     - 1955     GOOD             NGS
 CK0512  HISTORY     - 1979     GOOD             NGS
 CK0512
 CK0512                          STATION DESCRIPTION
 CK0512
 CK0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0512'3.4 MI SE FROM STILSON.
 CK0512'ABOUT 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 119 FROM THE
 CK0512'SCHOOL AT STILSON, ABOUT 0.2 MILE NORTHWEST OF THE CROSSROADS AT
 CK0512'HUBERT, 117 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 91 FEET
 CK0512'NORTHEAST OF SOUTHEAST END OF NORTHEAST CONCRETE HEAD WALL OF
 CK0512'A 36-INCH PIPE CULVERT UNDER HIGHWAY, 4 1/2 FEET WEST OF A
 CK0512'24-INCH PINE TREE, 57 1/2 FEET NORTH-NORTHWEST OF BM C 48 =BUSH,
 CK0512'ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 CK0512'CONCRETE POST ABOUT FLUSH WITH GROUND.
 CK0512
 CK0512                          STATION RECOVERY (1979)
 CK0512
 CK0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0512'THE MARK IS 2 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0466 ***********************************************************************
 CK0466  DESIGNATION -  B 49
 CK0466  PID         -  CK0466
 CK0466  STATE/COUNTY-  GA/BRYAN
 CK0466  USGS QUAD   -  EDEN (1976)
 CK0466
 CK0466                         *CURRENT SURVEY CONTROL
 CK0466  ___________________________________________________________________
 CK0466* NAD 83(1986)-  32 08 38.     (N)    081 24 32.     (W)     SCALED    
 CK0466* NAVD 88     -         8.458  (meters)      27.75   (feet)  ADJUSTED  
 CK0466  ___________________________________________________________________
 CK0466  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CK0466  DYNAMIC HT  -           8.449 (meters)      27.72  (feet)  COMP
 CK0466  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CK0466
 CK0466  VERT ORDER  -  FIRST     CLASS II
 CK0466
 CK0466.The horizontal coordinates were scaled from a topographic map and have
 CK0466.an estimated accuracy of +/- 6 seconds.
 CK0466
 CK0466.The orthometric height was determined by differential leveling
 CK0466.and adjusted by the National Geodetic Survey in June 1991..
 CK0466
 CK0466.The geoid height was determined by GEOID03.
 CK0466
 CK0466.The dynamic height is computed by dividing the NAVD 88
 CK0466.geopotential number by the normal gravity value computed on the
 CK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0466.degrees latitude (g = 980.6199 gals.).
 CK0466
 CK0466.The modeled gravity was interpolated from observed gravity values.
 CK0466
 CK0466;                    North         East    Units  Estimated Accuracy
 CK0466;SPC GA E     -   237,920.      271,490.      MT  (+/- 180 meters Scaled)
 CK0466
 CK0466                          SUPERSEDED SURVEY CONTROL
 CK0466
 CK0466  NGVD 29 (??/??/92)    8.708  (m)           28.57   (f) ADJ UNCH    1 2
 CK0466
 CK0466.Superseded values are not recommended for survey control.
 CK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0466.See file dsdata.txt to determine how the superseded data were derived.
 CK0466
 CK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR614564(NAD 83)
 CK0466_MARKER: Q = CHISELED SQUARE
 CK0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0466_SP_SET: RETAINING WALL
 CK0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0466
 CK0466  HISTORY     - Date     Condition        Report By
 CK0466  HISTORY     - UNK      MONUMENTED       USGS
 CK0466  HISTORY     - 1955     POOR             NGS
 CK0466
 CK0466                          STATION DESCRIPTION
 CK0466
 CK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0466'1.9 MI W FROM MELDRIM.
 CK0466'ABOUT 1.9 MILES WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0466'THE UNION STATION AT MELDRIM, AT THE WEST END OF RAILROAD TRESTLE
 CK0466'OVER OGEECHEE RIVER, A 2-INCH OUTLINED SQUARE ON THE TOP AND 6
 CK0466'INCHES SOUTH OF NORTH CORNER OF CONCRETE RETAINING WALL AT WEST
 CK0466'END OF TRESTLE, 14 1/2 FEET NORTH OF NORTH RAIL AND 3 1/2 FEET
 CK0466'BELOW LEVEL OF TRACK.  A CRACK SPLITS THE SQUARE IN TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0118 ***********************************************************************
 DG0118  DESIGNATION -  B 5
 DG0118  PID         -  DG0118
 DG0118  STATE/COUNTY-  GA/DE KALB
 DG0118  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0118
 DG0118                         *CURRENT SURVEY CONTROL
 DG0118  ___________________________________________________________________
 DG0118* NAD 83(1994)-  33 46 24.55170(N)    084 18 56.36044(W)     ADJUSTED  
 DG0118* NAVD 88     -       308.012  (meters)    1010.54   (feet)  ADJUSTED  
 DG0118  ___________________________________________________________________
 DG0118  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DG0118  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0118  DYNAMIC HT  -         307.672 (meters)    1009.42  (feet)  COMP
 DG0118  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 DG0118
 DG0118  HORZ ORDER  -  SECOND
 DG0118  VERT ORDER  -  FIRST     CLASS II
 DG0118
 DG0118.The horizontal coordinates were established by classical geodetic methods
 DG0118.and adjusted by the National Geodetic Survey in September 1997..
 DG0118
 DG0118.The orthometric height was determined by differential leveling
 DG0118.and adjusted by the National Geodetic Survey in June 1991..
 DG0118
 DG0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0118
 DG0118.The geoid height was determined by GEOID03.
 DG0118
 DG0118.The dynamic height is computed by dividing the NAVD 88
 DG0118.geopotential number by the normal gravity value computed on the
 DG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0118.degrees latitude (g = 980.6199 gals.).
 DG0118
 DG0118.The modeled gravity was interpolated from observed gravity values.
 DG0118
 DG0118;                    North         East     Units Scale Factor Converg.
 DG0118;SPC GA W     -   418,391.230   686,200.629   MT  0.99990235   -0 04 58.2
 DG0118;SPC GA W     - 1,372,671.89  2,251,309.90   sFT  0.99990235   -0 04 58.2
 DG0118;UTM  16      - 3,740,279.671   748,584.429   MT  1.00036186   +1 29 34.9
 DG0118
 DG0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0118!SPC GA W     -   0.99995628  x   0.99990235  =   0.99985863
 DG0118!UTM  16      -   0.99995628  x   1.00036186  =   1.00031812
 DG0118
 DG0118|---------------------------------------------------------------------|
 DG0118| PID    Reference Object                     Distance      Geod. Az  |
 DG0118|                                                           dddmmss.s |
 DG0118| CZ2798 B 5 RM 2                             51.801 METERS 00855     |
 DG0118| CZ2797 B 5 RM 1                             24.651 METERS 00855     |
 DG0118| DG0119 B 4                                 266.421 METERS 17856     |
 DG0118|---------------------------------------------------------------------|
 DG0118
 DG0118                          SUPERSEDED SURVEY CONTROL
 DG0118
 DG0118  NAD 83(1986)-  33 46 24.55650(N)    084 18 56.36099(W) AD(       ) 2
 DG0118  NAD 27      -  33 46 24.17949(N)    084 18 56.63749(W) AD(       ) 2
 DG0118  NGVD 29 (??/??/92)  307.937  (m)         1010.29   (f) ADJ UNCH    1 2
 DG0118
 DG0118.Superseded values are not recommended for survey control.
 DG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0118.See file dsdata.txt to determine how the superseded data were derived.
 DG0118
 DG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4858440280(NAD 83)
 DG0118_MARKER: DD = SURVEY DISK
 DG0118_SETTING: 0 = UNSPECIFIED SETTING
 DG0118_STAMPING: B 5
 DG0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0118
 DG0118  HISTORY     - Date     Condition        Report By
 DG0118  HISTORY     - 1973     MONUMENTED       MARTA
 DG0118  HISTORY     - 1973     GOOD             NGS
 DG0118
 DG0118                          STATION DESCRIPTION
 DG0118
 DG0118'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0118'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON THE WEST SIDE
 DG0118'OF S.C.L. R/R, 10.02 FT WEST OF WEST RAIL AND 243 FT SOUTH OF
 DG0118'S.C.L. R/R OVERPASS OF PONCE DE LEON AVE., 6.6 FT SOUTHEAST OF
 DG0118'USC AND GS DRUID
 DG0118
 DG0118                          STATION RECOVERY (1973)
 DG0118
 DG0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0118'1.1 MI W FROM DECATUR.
 DG0118'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0118'SEABOARD COAST LINE RAILROAD SOUTH OF PONCE DE LEON AVE., ABOUT
 DG0118'0.6 MILES NORTHEAST OF W. HOWARD AVE. MEASURED ALONG THE TRACKS,
 DG0118'243 FEET SOUTH OF THE CENTERLINE OF THE SEABOARD COAST LINE
 DG0118'RAILROAD OVERPASS OVER PONCE DE LEON AVE., 10 FEET WEST OF THE
 DG0118'WEST RAIL, 6.6 FEET SOUTHEAST OF THE U.S.C. AND G.S. BENCHMARK
 DG0118'DRUID WHICH IS DESCRIBED IN QUAD 330841, LINE 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0318 ***********************************************************************
 DG0318  DESIGNATION -  B 50
 DG0318  PID         -  DG0318
 DG0318  STATE/COUNTY-  GA/FULTON
 DG0318  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0318
 DG0318                         *CURRENT SURVEY CONTROL
 DG0318  ___________________________________________________________________
 DG0318* NAD 83(1986)-  33 47 20.     (N)    084 24 26.     (W)     SCALED    
 DG0318* NAVD 88     -       282.292  (meters)     926.15   (feet)  ADJUSTED  
 DG0318  ___________________________________________________________________
 DG0318  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG0318  DYNAMIC HT  -         281.978 (meters)     925.12  (feet)  COMP
 DG0318  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DG0318
 DG0318  VERT ORDER  -  FIRST     CLASS II
 DG0318
 DG0318.The horizontal coordinates were scaled from a topographic map and have
 DG0318.an estimated accuracy of +/- 6 seconds.
 DG0318
 DG0318.The orthometric height was determined by differential leveling
 DG0318.and adjusted by the National Geodetic Survey in June 1991..
 DG0318
 DG0318.The geoid height was determined by GEOID03.
 DG0318
 DG0318.The dynamic height is computed by dividing the NAVD 88
 DG0318.geopotential number by the normal gravity value computed on the
 DG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0318.degrees latitude (g = 980.6199 gals.).
 DG0318
 DG0318.The modeled gravity was interpolated from observed gravity values.
 DG0318
 DG0318;                    North         East    Units  Estimated Accuracy
 DG0318;SPC GA W     -   420,120.      677,720.      MT  (+/- 180 meters Scaled)
 DG0318
 DG0318                          SUPERSEDED SURVEY CONTROL
 DG0318
 DG0318  NGVD 29 (??/??/92)  282.235  (m)          925.97   (f) ADJ UNCH    1 2
 DG0318
 DG0318.Superseded values are not recommended for survey control.
 DG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0318.See file dsdata.txt to determine how the superseded data were derived.
 DG0318
 DG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC400417(NAD 83)
 DG0318_MARKER: DB = BENCH MARK DISK
 DG0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0318+STABILITY: SURFACE MOTION
 DG0318
 DG0318  HISTORY     - Date     Condition        Report By
 DG0318  HISTORY     - UNK      MONUMENTED       CGS
 DG0318  HISTORY     - 1932     GOOD             NGS
 DG0318  HISTORY     - 1953     MARK NOT FOUND   NGS
 DG0318
 DG0318                          STATION DESCRIPTION
 DG0318
 DG0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DG0318'IN ATLANTA.
 DG0318'1.1 MILES SOUTH OF THE PEACHTREE STATION IN ATLANTA, BY THE
 DG0318'SOUTHERN RAILROAD, 80 FEET NORTH OF MILE POST 634.5, 31 FEET
 DG0318'WEST OF THE WEST RAIL OF THE SOUTH-BOUND TRACK, AND 49 FEET SOUTH
 DG0318'OF THE CENTERLINE OF A STREET.  THE POST IS IN THE NORTHEAST
 DG0318'CORNER OF THE CITY WATER WORKS PROPERTY.
 DG0318
 DG0318                          STATION RECOVERY (1953)
 DG0318
 DG0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DG0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0632 ***********************************************************************
 ED0632  DESIGNATION -  B 51
 ED0632  PID         -  ED0632
 ED0632  STATE/COUNTY-  GA/HABERSHAM
 ED0632  USGS QUAD   -  BALDWIN (1985)
 ED0632
 ED0632                         *CURRENT SURVEY CONTROL
 ED0632  ___________________________________________________________________
 ED0632* NAD 83(1986)-  34 26 01.     (N)    083 36 47.     (W)     SCALED    
 ED0632* NAVD 88     -       420.964  (meters)    1381.11   (feet)  ADJUSTED  
 ED0632  ___________________________________________________________________
 ED0632  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED0632  DYNAMIC HT  -         420.514 (meters)    1379.64  (feet)  COMP
 ED0632  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 ED0632
 ED0632  VERT ORDER  -  FIRST     CLASS II
 ED0632
 ED0632.The horizontal coordinates were scaled from a topographic map and have
 ED0632.an estimated accuracy of +/- 6 seconds.
 ED0632
 ED0632.The orthometric height was determined by differential leveling
 ED0632.and adjusted by the National Geodetic Survey in June 1991..
 ED0632
 ED0632.The geoid height was determined by GEOID03.
 ED0632
 ED0632.The dynamic height is computed by dividing the NAVD 88
 ED0632.geopotential number by the normal gravity value computed on the
 ED0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0632.degrees latitude (g = 980.6199 gals.).
 ED0632
 ED0632.The modeled gravity was interpolated from observed gravity values.
 ED0632
 ED0632;                    North         East    Units  Estimated Accuracy
 ED0632;SPC GA W     -   491,740.      750,880.      MT  (+/- 180 meters Scaled)
 ED0632
 ED0632                          SUPERSEDED SURVEY CONTROL
 ED0632
 ED0632  NGVD 29 (??/??/92)  421.184  (m)         1381.83   (f) ADJ UNCH    1 2
 ED0632
 ED0632.Superseded values are not recommended for survey control.
 ED0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0632.See file dsdata.txt to determine how the superseded data were derived.
 ED0632
 ED0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU598133(NAD 83)
 ED0632_MARKER: DB = BENCH MARK DISK
 ED0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0632_STAMPING: 1381.057 B 51 1932
 ED0632_MARK LOGO: CGS   
 ED0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0632+STABILITY: SURFACE MOTION
 ED0632
 ED0632  HISTORY     - Date     Condition        Report By
 ED0632  HISTORY     - 1932     MONUMENTED       CGS
 ED0632  HISTORY     - 1959     GOOD             NGS
 ED0632  HISTORY     - 1976     GOOD             NGS
 ED0632  HISTORY     - 1983     GOOD             NGS
 ED0632
 ED0632                          STATION DESCRIPTION
 ED0632
 ED0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ED0632'4.7 MI NE FROM LULA.
 ED0632'ABOUT 4.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0632'STATION AT LULA, 0.5 MILE SOUTHWEST OF MILEPOST 567, 0.25 MILE
 ED0632'NORTHEAST OF THE HABERSHAM - HALL COUNTY LINE, AT A DIRT ROAD
 ED0632'CROSSING, 40.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 81 1/2 FEET
 ED0632'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 23, 62 FEET WEST OF
 ED0632'THE CENTER OF ROAD CROSSING, 37 1/2 FEET SOUTHWEST OF A CROSSING
 ED0632'SIGN, 44 FEET SOUTHWEST OF THE CENTER LINE OF DIRT ROAD, 62 FEET
 ED0632'WEST-SOUTHWEST OF BENCH MARK RV 69 (S. RY), 1 1/2 FEET NORTHEAST
 ED0632'OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 ED0632'THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 ED0632'NOTE-- BENCH MARK APPEARS TO BE IN GOOD CONDITION, HOWEVER
 ED0632'LEVELING IN 1959 - 1960 INDICATES THAT THE MARK HAS RAISED.
 ED0632'THE MARK POSSIBLY RESET DUE TO CHANGES IN RAILROAD TRACK.
 ED0632
 ED0632                          STATION RECOVERY (1976)
 ED0632
 ED0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0632'RECOVERED IN GOOD CONDITION.
 ED0632
 ED0632                          STATION RECOVERY (1983)
 ED0632
 ED0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0454 ***********************************************************************
 ED0454  DESIGNATION -  B 52
 ED0454  PID         -  ED0454
 ED0454  STATE/COUNTY-  GA/STEPHENS
 ED0454  USGS QUAD   -  TOCCOA (1964)
 ED0454
 ED0454                         *CURRENT SURVEY CONTROL
 ED0454  ___________________________________________________________________
 ED0454* NAD 83(1986)-  34 35 44.     (N)    083 17 01.     (W)     SCALED    
 ED0454* NAVD 88     -       260.751  (meters)     855.48   (feet)  ADJUSTED  
 ED0454  ___________________________________________________________________
 ED0454  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 ED0454  DYNAMIC HT  -         260.478 (meters)     854.58  (feet)  COMP
 ED0454  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 ED0454
 ED0454  VERT ORDER  -  FIRST     CLASS II
 ED0454
 ED0454.The horizontal coordinates were scaled from a topographic map and have
 ED0454.an estimated accuracy of +/- 6 seconds.
 ED0454
 ED0454.The orthometric height was determined by differential leveling
 ED0454.and adjusted by the National Geodetic Survey in June 1991..
 ED0454
 ED0454.The geoid height was determined by GEOID03.
 ED0454
 ED0454.The dynamic height is computed by dividing the NAVD 88
 ED0454.geopotential number by the normal gravity value computed on the
 ED0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0454.degrees latitude (g = 980.6199 gals.).
 ED0454
 ED0454.The modeled gravity was interpolated from observed gravity values.
 ED0454
 ED0454;                    North         East    Units  Estimated Accuracy
 ED0454;SPC GA E     -   510,130.       97,550.      MT  (+/- 180 meters Scaled)
 ED0454
 ED0454                          SUPERSEDED SURVEY CONTROL
 ED0454
 ED0454  NGVD 29 (12/12/91)  260.747  (m)          855.47   (f) ADJUSTED    1 2
 ED0454
 ED0454.Superseded values are not recommended for survey control.
 ED0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0454.See file dsdata.txt to determine how the superseded data were derived.
 ED0454
 ED0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU905305(NAD 83)
 ED0454_MARKER: DB = BENCH MARK DISK
 ED0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ED0454_SP_SET: UNDERPASS
 ED0454_STAMPING: B 52 1933 855.773
 ED0454_MARK LOGO: CGS   
 ED0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED0454
 ED0454  HISTORY     - Date     Condition        Report By
 ED0454  HISTORY     - 1933     MONUMENTED       CGS
 ED0454  HISTORY     - 1956     GOOD             NGS
 ED0454  HISTORY     - 1982     GOOD             NGS
 ED0454
 ED0454                          STATION DESCRIPTION
 ED0454
 ED0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0454'3.3 MI ENE FROM TOCCOA.
 ED0454'ABOUT 3.3 MILES ENE ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 ED0454'TOCCOA, STEPHENS COUNTY, AT THE CONCRETE ARCH UNDERPASS THAT
 ED0454'PASSES THE HIGHWAY AT THE WESTINGHOUSE PLANT UNDER THE
 ED0454'RAILROAD, ABOUT 0.2 MILE NW OF NO. 123 U.S. HIGHWAY, 64 FEET SW OF
 ED0454'NO. 544 RAILROAD MILEPOST, 8 FEET NW OF NW RAIL OF MAIN LINE DOUBLE
 ED0454'TRACKS, 4.2 FEET LOWER THAN TOP OF SAME, ABOUT A FOOT SW OF SW
 ED0454'FACE OF THE UNDERPASS, AND 0.4 FOOT E OF THE TOP OF THE SLOPE OF
 ED0454'THE WING WALL AT THE MOST WESTERLY CORNER OF THE UNDERPASS.
 ED0454
 ED0454                          STATION RECOVERY (1982)
 ED0454
 ED0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1213 ***********************************************************************
 DG1213  DESIGNATION -  B 53
 DG1213  PID         -  DG1213
 DG1213  STATE/COUNTY-  GA/HARALSON
 DG1213  USGS QUAD   -  BREMEN (1982)
 DG1213
 DG1213                         *CURRENT SURVEY CONTROL
 DG1213  ___________________________________________________________________
 DG1213* NAD 83(1986)-  33 43 30.     (N)    085 08 10.     (W)     SCALED    
 DG1213* NAVD 88     -       419.458  (meters)    1376.17   (feet)  ADJUSTED  
 DG1213  ___________________________________________________________________
 DG1213  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG1213  DYNAMIC HT  -         418.989 (meters)    1374.63  (feet)  COMP
 DG1213  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 DG1213
 DG1213  VERT ORDER  -  SECOND    CLASS 0
 DG1213
 DG1213.The horizontal coordinates were scaled from a topographic map and have
 DG1213.an estimated accuracy of +/- 6 seconds.
 DG1213
 DG1213.The orthometric height was determined by differential leveling
 DG1213.and adjusted by the National Geodetic Survey in June 1991..
 DG1213
 DG1213.The geoid height was determined by GEOID03.
 DG1213
 DG1213.The dynamic height is computed by dividing the NAVD 88
 DG1213.geopotential number by the normal gravity value computed on the
 DG1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1213.degrees latitude (g = 980.6199 gals.).
 DG1213
 DG1213.The modeled gravity was interpolated from observed gravity values.
 DG1213
 DG1213;                    North         East    Units  Estimated Accuracy
 DG1213;SPC GA W     -   413,430.      610,160.      MT  (+/- 180 meters Scaled)
 DG1213
 DG1213                          SUPERSEDED SURVEY CONTROL
 DG1213
 DG1213  NGVD 29 (??/??/92)  419.375  (m)         1375.90   (f) ADJ UNCH    2 0
 DG1213
 DG1213.Superseded values are not recommended for survey control.
 DG1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1213.See file dsdata.txt to determine how the superseded data were derived.
 DG1213
 DG1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC726332(NAD 83)
 DG1213_MARKER: DB = BENCH MARK DISK
 DG1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1213_STAMPING: 1375.899 B 53 1934
 DG1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1213+STABILITY: SURFACE MOTION
 DG1213
 DG1213  HISTORY     - Date     Condition        Report By
 DG1213  HISTORY     - 1934     MONUMENTED       CGS
 DG1213  HISTORY     - 1959     GOOD             NGS
 DG1213
 DG1213                          STATION DESCRIPTION
 DG1213
 DG1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG1213'0.6 MI NE FROM BREMEN.
 DG1213'ABOUT 0.55 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG1213'STATION AT BREMEN, 0.45 MILE WEST OF MILE POST 684, AT A PRIVATE
 DG1213'ROAD CROSSING, 28 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN
 DG1213'TRACK, 22 FEET NORTHEAST OF CENTER LINE OF ROAD, 46 FEET EAST OF
 DG1213'CENTER OF CROSSING OF MAIN TRACK AND ROAD, 36 1/2 FEET SOUTHWEST
 DG1213'OF A TELEPHONE POLE AND IN LINE WITH ROW OF POLES, 1 1/2 FEET
 DG1213'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW LEVEL
 DG1213'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DG1213'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0518 ***********************************************************************
 DG0518  DESIGNATION -  B 54
 DG0518  PID         -  DG0518
 DG0518  STATE/COUNTY-  GA/FULTON
 DG0518  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0518
 DG0518                         *CURRENT SURVEY CONTROL
 DG0518  ___________________________________________________________________
 DG0518* NAD 83(1986)-  33 39 45.     (N)    084 26 47.     (W)     SCALED    
 DG0518* NAVD 88     -       319.884  (meters)    1049.49   (feet)  ADJUSTED  
 DG0518  ___________________________________________________________________
 DG0518  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG0518  DYNAMIC HT  -         319.525 (meters)    1048.31  (feet)  COMP
 DG0518  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 DG0518
 DG0518  VERT ORDER  -  SECOND    CLASS 0
 DG0518
 DG0518.The horizontal coordinates were scaled from a topographic map and have
 DG0518.an estimated accuracy of +/- 6 seconds.
 DG0518
 DG0518.The orthometric height was determined by differential leveling
 DG0518.and adjusted by the National Geodetic Survey in June 1991..
 DG0518
 DG0518.The geoid height was determined by GEOID03.
 DG0518
 DG0518.The dynamic height is computed by dividing the NAVD 88
 DG0518.geopotential number by the normal gravity value computed on the
 DG0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0518.degrees latitude (g = 980.6199 gals.).
 DG0518
 DG0518.The modeled gravity was interpolated from observed gravity values.
 DG0518
 DG0518;                    North         East    Units  Estimated Accuracy
 DG0518;SPC GA W     -   406,110.      674,060.      MT  (+/- 180 meters Scaled)
 DG0518
 DG0518                          SUPERSEDED SURVEY CONTROL
 DG0518
 DG0518  NGVD 29 (??/??/92)  319.801  (m)         1049.21   (f) ADJ UNCH    2 0
 DG0518
 DG0518.Superseded values are not recommended for survey control.
 DG0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0518.See file dsdata.txt to determine how the superseded data were derived.
 DG0518
 DG0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC367276(NAD 83)
 DG0518_MARKER: DB = BENCH MARK DISK
 DG0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0518_STAMPING: B 54 1934 1049.342
 DG0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0518+STABILITY: SURFACE MOTION
 DG0518
 DG0518  HISTORY     - Date     Condition        Report By
 DG0518  HISTORY     - 1934     MONUMENTED       CGS
 DG0518  HISTORY     - 1959     GOOD             NGS
 DG0518  HISTORY     - 1961     GOOD             NGS
 DG0518  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0518
 DG0518                          STATION DESCRIPTION
 DG0518
 DG0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0518'1.2 MI S FROM EAST POINT.
 DG0518'ABOUT 1.15 MILES SOUTH ALONG THE ATLANTA AND WEST POINT RAILROAD
 DG0518'FROM THE STATION AT EAST POINT, ABOUT 0.6 MILE NORTH OF THE
 DG0518'STATION AT COLLEGE PARK, 16 1/2 FEET EAST OF EAST RAIL OF MAIN
 DG0518'TRACK, 101 FEET SOUTH OF CENTER LINE OF RUGBY AVENUE WHICH CROSSES
 DG0518'THE TRACK, 29 1/2 FEET WEST OF CENTER LINE OF EAST NORTH MAIN
 DG0518'STREET, 100 FEET EAST AND ACROSS TRACK FROM CENTER LINE OF U.S.
 DG0518'HIGHWAY 29, 5 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT 1 1/2
 DG0518'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG0518'WHICH IS SET FLUSH WITH A ROUNDED MOUND OF BLACK TOP ABOUT 4 FEET
 DG0518'IN DIAMETER WHICH WAS APPARENTLY PLACED AROUND MARK AS A
 DG0518'PROTECTION AGAINST DESTRUCTION.
 DG0518
 DG0518                          STATION RECOVERY (1961)
 DG0518
 DG0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DG0518'RECOVERED IN GOOD CONDITION.
 DG0518
 DG0518                          STATION RECOVERY (1990)
 DG0518
 DG0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0518'MARK PROBABLY DESTROYED DURING CONSTRUCTION OF MARTA TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0436 ***********************************************************************
 CK0436  DESIGNATION -  B 55
 CK0436  PID         -  CK0436
 CK0436  STATE/COUNTY-  GA/CHATHAM
 CK0436  USGS QUAD   -  PORT WENTWORTH (1993)
 CK0436
 CK0436                         *CURRENT SURVEY CONTROL
 CK0436  ___________________________________________________________________
 CK0436* NAD 83(1986)-  32 12 14.     (N)    081 10 56.     (W)     SCALED    
 CK0436* NAVD 88     -         5.817  (meters)      19.08   (feet)  ADJUSTED  
 CK0436  ___________________________________________________________________
 CK0436  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK0436  DYNAMIC HT  -           5.811 (meters)      19.06  (feet)  COMP
 CK0436  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CK0436
 CK0436  VERT ORDER  -  FIRST     CLASS I
 CK0436
 CK0436.The horizontal coordinates were scaled from a topographic map and have
 CK0436.an estimated accuracy of +/- 6 seconds.
 CK0436
 CK0436.The orthometric height was determined by differential leveling
 CK0436.and adjusted by the National Geodetic Survey in June 1991..
 CK0436
 CK0436.The geoid height was determined by GEOID03.
 CK0436
 CK0436.The dynamic height is computed by dividing the NAVD 88
 CK0436.geopotential number by the normal gravity value computed on the
 CK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0436.degrees latitude (g = 980.6199 gals.).
 CK0436
 CK0436.The modeled gravity was interpolated from observed gravity values.
 CK0436
 CK0436;                    North         East    Units  Estimated Accuracy
 CK0436;SPC GA E     -   244,750.      292,810.      MT  (+/- 180 meters Scaled)
 CK0436
 CK0436                          SUPERSEDED SURVEY CONTROL
 CK0436
 CK0436  NGVD 29 (03/21/89)    6.099  (m)           20.01   (f) ADJUSTED    1 1
 CK0436
 CK0436.Superseded values are not recommended for survey control.
 CK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0436.See file dsdata.txt to determine how the superseded data were derived.
 CK0436
 CK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR828630(NAD 83)
 CK0436_MARKER: DB = BENCH MARK DISK
 CK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0436_STAMPING: 19.987 B 55 1933
 CK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0436+STABILITY: SURFACE MOTION
 CK0436
 CK0436  HISTORY     - Date     Condition        Report By
 CK0436  HISTORY     - 1933     MONUMENTED       CGS
 CK0436  HISTORY     - 1955     GOOD             NGS
 CK0436  HISTORY     - 1974     GOOD             NGS
 CK0436  HISTORY     - 1979     SEE DESCRIPTION  DMA
 CK0436
 CK0436                          STATION DESCRIPTION
 CK0436
 CK0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0436'8.4 MI N FROM CENTRAL JUNCTION.
 CK0436'ABOUT 8.35 MILES NORTHWEST AND NORTHEAST ALONG THE ATLANTIC
 CK0436'COAST LINE RAILROAD FROM THE OVERPASS OF U.S. HIGHWAY 80 OVER
 CK0436'THE TRACKS AT CENTRAL JUNCTION, ABOUT 0.55 MILE SOUTHWEST OF
 CK0436'STATION SIGN AT O LEARY, ABOUT 205 YARDS SOUTHWEST OF MILE POST
 CK0436'482, 41 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK,
 CK0436'5.3 FEET NORTHEAST OF THE 5TH TELEPHONE POLE SOUTHWEST OF MILE POST,
 CK0436'16 FEET SOUTHEAST OF CENTER LINE OF A GRADED ROAD PARALLEL TO
 CK0436'TRACK, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 CK0436'OF A CONCRETE POST PROJECTING 15 INCHES.  NOTE-- THE RR IS
 CK0436'NOW THE SEABOARD COAST LINE.
 CK0436
 CK0436                          STATION RECOVERY (1974)
 CK0436
 CK0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CK0436'RECOVERED IN GOOD CONDITION.
 CK0436
 CK0436                          STATION RECOVERY (1979)
 CK0436
 CK0436'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK0436'MARK IS IN GOOD CONDITION BUT MUCH OF THE SURROUNDING LAND AROUND IT
 CK0436'IS ERODED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0655 ***********************************************************************
 CK0655  DESIGNATION -  B 56
 CK0655  PID         -  CK0655
 CK0655  STATE/COUNTY-  GA/CHATHAM
 CK0655  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK0655
 CK0655                         *CURRENT SURVEY CONTROL
 CK0655  ___________________________________________________________________
 CK0655* NAD 83(1986)-  32 01 11.     (N)    080 50 51.     (W)     SCALED    
 CK0655* NAVD 88     -         2.398  (meters)       7.87   (feet)  ADJUSTED  
 CK0655  ___________________________________________________________________
 CK0655  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK0655  DYNAMIC HT  -           2.395 (meters)       7.86  (feet)  COMP
 CK0655  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CK0655
 CK0655  VERT ORDER  -  FIRST     CLASS II
 CK0655
 CK0655.The horizontal coordinates were scaled from a topographic map and have
 CK0655.an estimated accuracy of +/- 6 seconds.
 CK0655
 CK0655.The orthometric height was determined by differential leveling
 CK0655.and adjusted by the National Geodetic Survey in June 1991..
 CK0655
 CK0655.The geoid height was determined by GEOID03.
 CK0655
 CK0655.The dynamic height is computed by dividing the NAVD 88
 CK0655.geopotential number by the normal gravity value computed on the
 CK0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0655.degrees latitude (g = 980.6199 gals.).
 CK0655
 CK0655.The modeled gravity was interpolated from observed gravity values.
 CK0655
 CK0655;                    North         East    Units  Estimated Accuracy
 CK0655;SPC GA E     -   224,660.      324,620.      MT  (+/- 180 meters Scaled)
 CK0655
 CK0655                          SUPERSEDED SURVEY CONTROL
 CK0655
 CK0655  NGVD 29 (??/??/92)    2.686  (m)            8.81   (f) ADJ UNCH    1 2
 CK0655
 CK0655.Superseded values are not recommended for survey control.
 CK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0655.See file dsdata.txt to determine how the superseded data were derived.
 CK0655
 CK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR144426(NAD 83)
 CK0655_MARKER: DB = BENCH MARK DISK
 CK0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0655_STAMPING: 8.780 B 56 1933
 CK0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0655+STABILITY: SURFACE MOTION
 CK0655
 CK0655  HISTORY     - Date     Condition        Report By
 CK0655  HISTORY     - 1933     MONUMENTED       CGS
 CK0655  HISTORY     - 1955     GOOD             NGS
 CK0655  HISTORY     - 20030326 GOOD             INDIV
 CK0655
 CK0655                          STATION DESCRIPTION
 CK0655
 CK0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0655'AT FORT SCREVEN.
 CK0655'AT FORT SCREVEN, ABOUT 0.25 MILE SOUTHWEST OF TYBEE LIGHTHOUSE,
 CK0655'ABOUT 0.1 MILE NORTHWEST OF POLICE BARRACKS, 31 FEET NORTHEAST
 CK0655'OF CENTER LINE OF A DIRT ROAD WHICH FOLLOWS OLD GRADE OF CENTRAL
 CK0655'OF GEORGIA RAILWAY, 26 FEET SOUTHWEST OF CENTER LINE OF A
 CK0655'BLACK TOP ROAD WHICH PARALLELS THE OLD RAILROAD GRADE TO THE
 CK0655'SOUTHEAST AND CURVES NORTH TO A GROUP OF OLD ABANDONED BUILDINGS
 CK0655'WITH STONE FOUNDATIONS, 56 1/2 FEET SOUTHEAST OF SOUTHWEST
 CK0655'CORNER OF STONE FOUNDATION OF AN ABANDONED BUILDING, 3 FEET
 CK0655'WEST-SOUTHWEST OF A POWER POLE, 193 FEET WEST OF WEST CORNER
 CK0655'OF A LARGE 2-STORY BUILDING (VARIETY CENTER AND CONVENTION HALL),
 CK0655'48 FEET NORTHWEST OF CENTER LINE OF A NARROW BLACK TOP ROAD
 CK0655'LEADING SOUTHWEST, ABOUT LEVEL WITH ROADS AND SET IN THE TOP
 CK0655'OF A CONCRETE POST PROJECTING 4 INCHES.
 CK0655
 CK0655                          STATION RECOVERY (2003)
 CK0655
 CK0655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BKW)
 CK0655'THE DISK WAS RECOVERED BY KEITH WALKER ON OUR ONE SURVEY CREWS.
 CK0655'IT HAS BEEN FOUND AND USED PREVIOUSLY BY HIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0240 ***********************************************************************
 EE0240  DESIGNATION -  B 57
 EE0240  PID         -  EE0240
 EE0240  STATE/COUNTY-  GA/CHEROKEE
 EE0240  USGS QUAD   -  SOUTH CANTON (1997)
 EE0240
 EE0240                         *CURRENT SURVEY CONTROL
 EE0240  ___________________________________________________________________
 EE0240* NAD 83(1986)-  34 08 43.     (N)    084 30 30.     (W)     SCALED    
 EE0240* NAVD 88     -       303.523  (meters)     995.81   (feet)  ADJUSTED  
 EE0240  ___________________________________________________________________
 EE0240  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0240  DYNAMIC HT  -         303.195 (meters)     994.73  (feet)  COMP
 EE0240  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 EE0240
 EE0240  VERT ORDER  -  SECOND    CLASS 0
 EE0240
 EE0240.The horizontal coordinates were scaled from a topographic map and have
 EE0240.an estimated accuracy of +/- 6 seconds.
 EE0240
 EE0240.The orthometric height was determined by differential leveling
 EE0240.and adjusted by the National Geodetic Survey in June 1991..
 EE0240
 EE0240.The geoid height was determined by GEOID03.
 EE0240
 EE0240.The dynamic height is computed by dividing the NAVD 88
 EE0240.geopotential number by the normal gravity value computed on the
 EE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0240.degrees latitude (g = 980.6199 gals.).
 EE0240
 EE0240.The modeled gravity was interpolated from observed gravity values.
 EE0240
 EE0240;                    North         East    Units  Estimated Accuracy
 EE0240;SPC GA W     -   459,670.      668,490.      MT  (+/- 180 meters Scaled)
 EE0240
 EE0240                          SUPERSEDED SURVEY CONTROL
 EE0240
 EE0240  NGVD 29 (??/??/92)  303.486  (m)          995.69   (f) ADJ UNCH    2 0
 EE0240
 EE0240.Superseded values are not recommended for survey control.
 EE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0240.See file dsdata.txt to determine how the superseded data were derived.
 EE0240
 EE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC297810(NAD 83)
 EE0240_MARKER: DB = BENCH MARK DISK
 EE0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0240_STAMPING: B 57 1933 995.687
 EE0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0240+STABILITY: SURFACE MOTION
 EE0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0240+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 EE0240
 EE0240  HISTORY     - Date     Condition        Report By
 EE0240  HISTORY     - 1933     MONUMENTED       CGS
 EE0240  HISTORY     - 1972     GOOD             NGS
 EE0240  HISTORY     - 20051218 GOOD             LOCENG
 EE0240
 EE0240                          STATION DESCRIPTION
 EE0240
 EE0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0240'0.2 MI N FROM TOONIGH.
 EE0240'ABOUT 0.2 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0240'FROM THE CROSSING OF THE RAILROAD AND THE STATE HIGHWAY 5 OVERPASS
 EE0240'AT TOONIGH, 124 YARDS NORTHEAST OF MILEPOST 462, 55 1/2 FEET
 EE0240'EAST OF THE EAST RAIL OF THE MAIN TRACK, 66 YARDS SOUTHWEST
 EE0240'OF THE NORTH END OF A SIDETRACK, 35 1/2 FEET NORTH-NORTHEAST
 EE0240'OF TELEPHONE POLE NUMBER 515, 28 FEET WEST OF THE CENTER LINE OF
 EE0240'A PAVED ROAD, 62 FEET NORTHWEST OF THE CENTER OF A JUNCTION OF A
 EE0240'PAVED ROAD AND A PAVED PRIVATE DRIVEWAY LEADING EAST, ABOUT 3 FEET
 EE0240'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 EE0240'POST THAT PROJECTS 5 INCHES.  NOTE-- VANDALS WILL NOT ALLOW A
 EE0240'WITNESS POST TO REMAIN AT THIS MARK.
 EE0240
 EE0240                          STATION RECOVERY (2005)
 EE0240
 EE0240'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (MFM)
 EE0240'RECOVERED AS DESCRIBED. MARK IS ABOUT 1 FOOT UNDERGROUND, 8 FEET EAST
 EE0240'OF EDGE OF WATER RAVINE, 8 FEET SW OF 10INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0012 ***********************************************************************
 EE0012  DESIGNATION -  B 58
 EE0012  PID         -  EE0012
 EE0012  STATE/COUNTY-  GA/GILMER
 EE0012  USGS QUAD   -  BLUE RIDGE (1988)
 EE0012
 EE0012                         *CURRENT SURVEY CONTROL
 EE0012  ___________________________________________________________________
 EE0012* NAD 83(1986)-  34 48 41.     (N)    084 22 24.     (W)     SCALED    
 EE0012* NAVD 88     -       472.344  (meters)    1549.68   (feet)  ADJUSTED  
 EE0012  ___________________________________________________________________
 EE0012  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0012  DYNAMIC HT  -         471.848 (meters)    1548.05  (feet)  COMP
 EE0012  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 EE0012
 EE0012  VERT ORDER  -  SECOND    CLASS 0
 EE0012
 EE0012.The horizontal coordinates were scaled from a topographic map and have
 EE0012.an estimated accuracy of +/- 6 seconds.
 EE0012
 EE0012.The orthometric height was determined by differential leveling
 EE0012.and adjusted by the National Geodetic Survey in June 1991..
 EE0012
 EE0012.The geoid height was determined by GEOID03.
 EE0012
 EE0012.The dynamic height is computed by dividing the NAVD 88
 EE0012.geopotential number by the normal gravity value computed on the
 EE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0012.degrees latitude (g = 980.6199 gals.).
 EE0012
 EE0012.The modeled gravity was interpolated from observed gravity values.
 EE0012
 EE0012;                    North         East    Units  Estimated Accuracy
 EE0012;SPC GA W     -   533,520.      681,090.      MT  (+/- 180 meters Scaled)
 EE0012
 EE0012                          SUPERSEDED SURVEY CONTROL
 EE0012
 EE0012  NGVD 29 (??/??/92)  472.348  (m)         1549.70   (f) ADJ UNCH    2 0
 EE0012
 EE0012.Superseded values are not recommended for survey control.
 EE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0012.See file dsdata.txt to determine how the superseded data were derived.
 EE0012
 EE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD402552(NAD 83)
 EE0012_MARKER: DB = BENCH MARK DISK
 EE0012_SETTING: 66 = SET IN ROCK OUTCROP
 EE0012_SP_SET: ROCK OUTCROP
 EE0012_STAMPING: B 58 1933 1549.695
 EE0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0012+STABILITY: POSITION/ELEVATION WELL
 EE0012
 EE0012  HISTORY     - Date     Condition        Report By
 EE0012  HISTORY     - 1933     MONUMENTED       CGS
 EE0012  HISTORY     - 1972     GOOD             NGS
 EE0012
 EE0012                          STATION DESCRIPTION
 EE0012
 EE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0012'4.8 MI SW FROM BLUE RIDGE.
 EE0012'ABOUT 4.75 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0012'RAILROAD FROM THE STATION AT BLUE RIDGE, 385 YARDS SOUTHWEST
 EE0012'OF MILEPOST 400, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN
 EE0012'THE TOP OF A LEDGE AT THE NORTHEAST END AND ON THE SOUTHEAST
 EE0012'SIDE OF A LARGE ROCK OUTCROP, 90 FEET NORTHEAST OF THE RAIL JOINT
 EE0012'AT THE SOUTHWEST END OF THE MORE NORTHEASTERLY OF TWO CURVES
 EE0012'IN THE TRACK, NORTHWEST AND ACROSS THE TRACK FROM A SMALL
 EE0012'PLOT OF CULTIVATED GROUND, 93 FEET SOUTHWEST OF TELEGRAPH POLE
 EE0012'NUMBER 2361, 148 1/2 FEET SOUTHWEST OF A 36-INCH PIPE CULVERT
 EE0012'WHICH IS LOCATED NEAR THE NORTHEAST END OF THE MORE NORTHEASTERLY
 EE0012'OF TWO CURVES IN THE TRACK, 1.3 FEET WEST OF A METAL WITNESS
 EE0012'POST, ABOUT 2 FEET ABOVE THE TRACK, AND ABOUT 3 FEET ABOVE
 EE0012'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0705 ***********************************************************************
 ED0705  DESIGNATION -  B 59
 ED0705  PID         -  ED0705
 ED0705  STATE/COUNTY-  GA/UNION
 ED0705  USGS QUAD   -  COOSA BALD (1988)
 ED0705
 ED0705                         *CURRENT SURVEY CONTROL
 ED0705  ___________________________________________________________________
 ED0705* NAD 83(1986)-  34 49 25.     (N)    083 55 01.     (W)     SCALED    
 ED0705* NAVD 88     -       565.535  (meters)    1855.43   (feet)  ADJUSTED  
 ED0705  ___________________________________________________________________
 ED0705  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 ED0705  DYNAMIC HT  -         564.930 (meters)    1853.44  (feet)  COMP
 ED0705  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 ED0705
 ED0705  VERT ORDER  -  SECOND    CLASS 0
 ED0705
 ED0705.The horizontal coordinates were scaled from a topographic map and have
 ED0705.an estimated accuracy of +/- 6 seconds.
 ED0705
 ED0705.The orthometric height was determined by differential leveling
 ED0705.and adjusted by the National Geodetic Survey in June 1991..
 ED0705
 ED0705.The geoid height was determined by GEOID03.
 ED0705
 ED0705.The dynamic height is computed by dividing the NAVD 88
 ED0705.geopotential number by the normal gravity value computed on the
 ED0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0705.degrees latitude (g = 980.6199 gals.).
 ED0705
 ED0705.The modeled gravity was interpolated from observed gravity values.
 ED0705
 ED0705;                    North         East    Units  Estimated Accuracy
 ED0705;SPC GA W     -   534,890.      722,840.      MT  (+/- 180 meters Scaled)
 ED0705
 ED0705                          SUPERSEDED SURVEY CONTROL
 ED0705
 ED0705  NGVD 29 (??/??/92)  565.520  (m)         1855.38   (f) ADJ UNCH    2 0
 ED0705
 ED0705.Superseded values are not recommended for survey control.
 ED0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0705.See file dsdata.txt to determine how the superseded data were derived.
 ED0705
 ED0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU332573(NAD 83)
 ED0705_MARKER: DB = BENCH MARK DISK
 ED0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0705_STAMPING: B 59 1933 1855.377
 ED0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0705+STABILITY: SURFACE MOTION
 ED0705
 ED0705  HISTORY     - Date     Condition        Report By
 ED0705  HISTORY     - 1933     MONUMENTED       CGS
 ED0705  HISTORY     - 1956     GOOD             NGS
 ED0705
 ED0705                          STATION DESCRIPTION
 ED0705
 ED0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0705'4.6 MI S FROM BLAIRSVILLE.
 ED0705'ABOUT 4.6 MILES SOUTHERLY ALONG NO. 19 U.S. HIGHWAY FROM THE
 ED0705'COURTHOUSE AT BLAIRSVILLE, UNION COUNTY, ON OUTSIDE OF A
 ED0705'LONG CURVE ON NE DOWNHILL GRADE, ABOUT 49 YARDS SSE OF THE CENTER
 ED0705'OF THE HIGHWAY, AN ESTIMATED 20 FEET LOWER THAN SAME, 25.5 FEET
 ED0705'WSW OF THE MOST WESTERLY CORNER OF THE MAIN BODY OF AN OLD STORE
 ED0705'BUILDING, 5.7 FEET NW OF THE PLANE OF NW WALL OF SAME, 7.0 FEET W
 ED0705'OF NW CORNER OF A TRUNCATED PYRAMID CONCRETE WELL CURB, 1.0 FEET
 ED0705'S OF THE GROUND-LINE PROJECTION OF THE N WALL OF SAME, 0.1 FOOT
 ED0705'HIGHER THAN THE CONCRETE PLATFORM AROUND THE WELL CURB, AND FLUSH
 ED0705'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0018 ***********************************************************************
 BS0018  DESIGNATION -  B 6
 BS0018  PID         -  BS0018
 BS0018  STATE/COUNTY-  GA/WARE
 BS0018  USGS QUAD   -  FORT MUDGE (1994)
 BS0018
 BS0018                         *CURRENT SURVEY CONTROL
 BS0018  ___________________________________________________________________
 BS0018* NAD 83(1986)-  31 06 14.     (N)    082 14 12.     (W)     SCALED    
 BS0018* NAVD 88     -        44.486  (meters)     145.95   (feet)  POSTED    
 BS0018  ___________________________________________________________________
 BS0018  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BS0018  DYNAMIC HT  -          44.430 (meters)     145.77  (feet)  COMP
 BS0018  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 BS0018
 BS0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BS0018
 BS0018.The horizontal coordinates were scaled from a topographic map and have
 BS0018.an estimated accuracy of +/- 6 seconds.
 BS0018
 BS0018.The orthometric height was determined by differential leveling
 BS0018.and adjusted by the National Geodetic Survey in 1992..
 BS0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BS0018.rate of 0.0 thru 1.0 mm/km.
 BS0018
 BS0018.The geoid height was determined by GEOID03.
 BS0018
 BS0018.The dynamic height is computed by dividing the NAVD 88
 BS0018.geopotential number by the normal gravity value computed on the
 BS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0018.degrees latitude (g = 980.6199 gals.).
 BS0018
 BS0018.The modeled gravity was interpolated from observed gravity values.
 BS0018
 BS0018;                    North         East    Units  Estimated Accuracy
 BS0018;SPC GA E     -   122,370.      193,320.      MT  (+/- 180 meters Scaled)
 BS0018
 BS0018                          SUPERSEDED SURVEY CONTROL
 BS0018
 BS0018.No superseded survey control is available for this station.
 BS0018
 BS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ820417(NAD 83)
 BS0018_MARKER: DB = BENCH MARK DISK
 BS0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BS0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BS0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0018
 BS0018  HISTORY     - Date     Condition        Report By
 BS0018  HISTORY     - UNK      MONUMENTED       CGS
 BS0018  HISTORY     - 1956     MARK NOT FOUND   NGS
 BS0018
 BS0018                          STATION DESCRIPTION
 BS0018
 BS0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BS0018'2.8 MI SE FROM BRAGANZA.
 BS0018'ABOUT 2 3/4 MILES SOUTH OF BRAGANZA, ON THE ATLANTIC COAST LINE
 BS0018'RAILROAD, 150 FEET NORTH OF MILEPOST 107, 125 FEET SOUTH OF
 BS0018'SEMAPHORE POLES NA 5980, AND 40 FEET WEST OF THE TRACK.  AN IRON
 BS0018'PIPE POST WITH DISK ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0116 ***********************************************************************
 DG0116  DESIGNATION -  B 6
 DG0116  PID         -  DG0116
 DG0116  STATE/COUNTY-  GA/DE KALB
 DG0116  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0116
 DG0116                         *CURRENT SURVEY CONTROL
 DG0116  ___________________________________________________________________
 DG0116* NAD 83(1994)-  33 46 33.46006(N)    084 18 54.26529(W)     ADJUSTED  
 DG0116* NAVD 88     -       304.857  (meters)    1000.18   (feet)  ADJUSTED  
 DG0116  ___________________________________________________________________
 DG0116  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DG0116  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0116  DYNAMIC HT  -         304.520 (meters)     999.08  (feet)  COMP
 DG0116  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DG0116
 DG0116  HORZ ORDER  -  SECOND
 DG0116  VERT ORDER  -  FIRST     CLASS II
 DG0116
 DG0116.The horizontal coordinates were established by classical geodetic methods
 DG0116.and adjusted by the National Geodetic Survey in September 1997..
 DG0116
 DG0116.The orthometric height was determined by differential leveling
 DG0116.and adjusted by the National Geodetic Survey in June 1991..
 DG0116
 DG0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0116
 DG0116.The geoid height was determined by GEOID03.
 DG0116
 DG0116.The dynamic height is computed by dividing the NAVD 88
 DG0116.geopotential number by the normal gravity value computed on the
 DG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0116.degrees latitude (g = 980.6199 gals.).
 DG0116
 DG0116.The modeled gravity was interpolated from observed gravity values.
 DG0116
 DG0116;                    North         East     Units Scale Factor Converg.
 DG0116;SPC GA W     -   418,665.598   686,254.928   MT  0.99990233   -0 04 57.0
 DG0116;SPC GA W     - 1,373,572.05  2,251,488.04   sFT  0.99990233   -0 04 57.0
 DG0116;UTM  16      - 3,740,555.555   748,631.183   MT  1.00036215   +1 29 36.4
 DG0116
 DG0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0116!SPC GA W     -   0.99995677  x   0.99990233  =   0.99985911
 DG0116!UTM  16      -   0.99995677  x   1.00036215  =   1.00031891
 DG0116
 DG0116|---------------------------------------------------------------------|
 DG0116| PID    Reference Object                     Distance      Geod. Az  |
 DG0116|                                                           dddmmss.s |
 DG0116| DG0115 B 7                                 158.933 METERS 01211     |
 DG0116| DG0118 B 5                                 279.716 METERS 19107     |
 DG0116| CZ2800 B 6 RM 2                             55.879 METERS 19203     |
 DG0116| CZ2799 B 6 RM 1                             32.010 METERS 19203     |
 DG0116|---------------------------------------------------------------------|
 DG0116
 DG0116                          SUPERSEDED SURVEY CONTROL
 DG0116
 DG0116  NAD 83(1986)-  33 46 33.46490(N)    084 18 54.26583(W) AD(       ) 2
 DG0116  NAD 27      -  33 46 33.08808(N)    084 18 54.54234(W) AD(       ) 2
 DG0116  NGVD 29 (??/??/92)  304.782  (m)          999.94   (f) ADJ UNCH    1 2
 DG0116
 DG0116.Superseded values are not recommended for survey control.
 DG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0116.See file dsdata.txt to determine how the superseded data were derived.
 DG0116
 DG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4863140556(NAD 83)
 DG0116_MARKER: DD = SURVEY DISK
 DG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0116_STAMPING: B 6
 DG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0116+STABILITY: SURFACE MOTION
 DG0116
 DG0116  HISTORY     - Date     Condition        Report By
 DG0116  HISTORY     - 1973     MONUMENTED       MARTA
 DG0116  HISTORY     - 1973     GOOD             NGS
 DG0116
 DG0116                          STATION DESCRIPTION
 DG0116
 DG0116'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0116'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT 6.74 FT WEST OF
 DG0116'WEST RAIL OF S.C.L. R/R, 675 FT NORTH OF CENTER LINE OVERPASS AT
 DG0116'PONCE DE LEON AVE.
 DG0116
 DG0116                          STATION RECOVERY (1973)
 DG0116
 DG0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0116'1.1 MI W FROM DECATUR.
 DG0116'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0116'SEABOARD COAST LINE RAILROAD NORTH OF THE CROSSING OVER PONCE DE
 DG0116'LEON AVE., ABOUT 0.8 MILES NORTHEAST OF W. HOWARD AVE. MEASURED
 DG0116'ALONG THE TRACKS, 675 FEET NORTH OF THE CENTERLINE OF THE RAILROAD
 DG0116'OVERPASS AT PONCE DE LEON AVE., 6.7 FEET WEST OF THE WEST RAIL.
 DG0116'THE DISK IS SET ATOP A POURED CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0109 ***********************************************************************
 EE0109  DESIGNATION -  B 60
 EE0109  PID         -  EE0109
 EE0109  STATE/COUNTY-  GA/DAWSON
 EE0109  USGS QUAD   -  DAWSONVILLE (1985)
 EE0109
 EE0109                         *CURRENT SURVEY CONTROL
 EE0109  ___________________________________________________________________
 EE0109* NAD 83(1986)-  34 25 06.     (N)    084 06 52.     (W)     SCALED    
 EE0109* NAVD 88     -       428.910  (meters)    1407.18   (feet)  ADJUSTED  
 EE0109  ___________________________________________________________________
 EE0109  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0109  DYNAMIC HT  -         428.450 (meters)    1405.67  (feet)  COMP
 EE0109  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 EE0109
 EE0109  VERT ORDER  -  SECOND    CLASS 0
 EE0109
 EE0109.The horizontal coordinates were scaled from a topographic map and have
 EE0109.an estimated accuracy of +/- 6 seconds.
 EE0109
 EE0109.The orthometric height was determined by differential leveling
 EE0109.and adjusted by the National Geodetic Survey in June 1991..
 EE0109
 EE0109.The geoid height was determined by GEOID03.
 EE0109
 EE0109.The dynamic height is computed by dividing the NAVD 88
 EE0109.geopotential number by the normal gravity value computed on the
 EE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0109.degrees latitude (g = 980.6199 gals.).
 EE0109
 EE0109.The modeled gravity was interpolated from observed gravity values.
 EE0109
 EE0109;                    North         East    Units  Estimated Accuracy
 EE0109;SPC GA W     -   489,900.      704,800.      MT  (+/- 180 meters Scaled)
 EE0109
 EE0109                          SUPERSEDED SURVEY CONTROL
 EE0109
 EE0109  NGVD 29 (??/??/92)  428.89   (m)         1407.1    (f) COMPUTED    2 0
 EE0109
 EE0109.Superseded values are not recommended for survey control.
 EE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0109.See file dsdata.txt to determine how the superseded data were derived.
 EE0109
 EE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD652123(NAD 83)
 EE0109_MARKER: DB = BENCH MARK DISK
 EE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0109_STAMPING: B 60 1933
 EE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0109+STABILITY: SURFACE MOTION
 EE0109
 EE0109  HISTORY     - Date     Condition        Report By
 EE0109  HISTORY     - 1933     MONUMENTED       CGS
 EE0109
 EE0109                          STATION DESCRIPTION
 EE0109
 EE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EE0109'0.4 MI SE FROM DAWSONVILLE.
 EE0109'ALONG STATE HIGHWAY 53, ON WEST SIDE OF HIGHWAY AT TOP OF FIRST
 EE0109'HILL ON THE PROPERTY OF JOHN CLARK, 62 FEET SOUTHEAST OF SOUTHEAST
 EE0109'CORNER OF A BARN, 43 FEET SOUTH OF A GROUP OF 3-RED OAKS, 38
 EE0109'FEET NORTH OF 12-INCH RED OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0110 ***********************************************************************
 EE0110  DESIGNATION -  B 60 RESET 1956
 EE0110  PID         -  EE0110
 EE0110  STATE/COUNTY-  GA/DAWSON
 EE0110  USGS QUAD   -  DAWSONVILLE (1985)
 EE0110
 EE0110                         *CURRENT SURVEY CONTROL
 EE0110  ___________________________________________________________________
 EE0110* NAD 83(1986)-  34 25 06.     (N)    084 06 52.     (W)     SCALED    
 EE0110* NAVD 88     -       428.75   (meters)    1406.7    (feet)  RESET     
 EE0110  ___________________________________________________________________
 EE0110  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE0110
 EE0110  VERT ORDER  -  THIRD
 EE0110
 EE0110.The horizontal coordinates were scaled from a topographic map and have
 EE0110.an estimated accuracy of +/- 6 seconds.
 EE0110
 EE0110.The orthometric height was computed from unverified reset data.
 EE0110.No vertical observational check was made to the station.
 EE0110
 EE0110.The geoid height was determined by GEOID03.
 EE0110
 EE0110;                    North         East    Units  Estimated Accuracy
 EE0110;SPC GA W     -   489,900.      704,800.      MT  (+/- 180 meters Scaled)
 EE0110
 EE0110                          SUPERSEDED SURVEY CONTROL
 EE0110
 EE0110  NGVD 29 (??/??/??)  428.73   (m)         1406.6    (f) RESET       3  
 EE0110
 EE0110.Superseded values are not recommended for survey control.
 EE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0110.See file dsdata.txt to determine how the superseded data were derived.
 EE0110
 EE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD652123(NAD 83)
 EE0110_MARKER: DB = BENCH MARK DISK
 EE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0110_STAMPING: B 60 RESET 1956 1406.576
 EE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0110+STABILITY: SURFACE MOTION
 EE0110
 EE0110  HISTORY     - Date     Condition        Report By
 EE0110  HISTORY     - 1956     MONUMENTED       CGS
 EE0110
 EE0110                          STATION DESCRIPTION
 EE0110
 EE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EE0110'0.4 MI SE FROM DAWSONVILLE.
 EE0110'ABOUT 0.4 MILE SE ALONG NO. 53 GEORGIA HIGHWAY FROM THE
 EE0110'COURTHOUSE AT DAWSONVILLE, DAWSON COUNTY, AT THE LOCAL SUMMIT
 EE0110'OF THE HIGHWAY, 61 FEET W OF THE CENTER OF SAME, 46.5 FEET N
 EE0110'OF NE CORNER OF THE CONCRETE PORCH OF A FRAME HOUSE ON CONCRETE
 EE0110'BLOCK FOUNDATION, 1.0 FEET W OF THE PROJECTED PLANE OF THE E
 EE0110'WALL OF THE HOUSE, AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0501 ***********************************************************************
 DF0501  DESIGNATION -  B 61
 DF0501  PID         -  DF0501
 DF0501  STATE/COUNTY-  GA/CLARKE
 DF0501  USGS QUAD   -  ATHENS WEST (1998)
 DF0501
 DF0501                         *CURRENT SURVEY CONTROL
 DF0501  ___________________________________________________________________
 DF0501* NAD 83(1986)-  33 57 16.     (N)    083 22 30.     (W)     SCALED    
 DF0501* NAVD 88     -       227.199  (meters)     745.40   (feet)  ADJUSTED  
 DF0501  ___________________________________________________________________
 DF0501  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF0501  DYNAMIC HT  -         226.964 (meters)     744.63  (feet)  COMP
 DF0501  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DF0501
 DF0501  VERT ORDER  -  SECOND    CLASS 0
 DF0501
 DF0501.The horizontal coordinates were scaled from a topographic map and have
 DF0501.an estimated accuracy of +/- 6 seconds.
 DF0501
 DF0501.The orthometric height was determined by differential leveling
 DF0501.and adjusted by the National Geodetic Survey in June 1991..
 DF0501
 DF0501.The geoid height was determined by GEOID03.
 DF0501
 DF0501.The dynamic height is computed by dividing the NAVD 88
 DF0501.geopotential number by the normal gravity value computed on the
 DF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0501.degrees latitude (g = 980.6199 gals.).
 DF0501
 DF0501.The modeled gravity was interpolated from observed gravity values.
 DF0501
 DF0501;                    North         East    Units  Estimated Accuracy
 DF0501;SPC GA W     -   438,730.      773,170.      MT  (+/- 180 meters Scaled)
 DF0501
 DF0501                          SUPERSEDED SURVEY CONTROL
 DF0501
 DF0501  NGVD 29 (??/??/92)  227.260  (m)          745.60   (f) ADJ UNCH    2 0
 DF0501
 DF0501.Superseded values are not recommended for survey control.
 DF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0501.See file dsdata.txt to determine how the superseded data were derived.
 DF0501
 DF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT805596(NAD 83)
 DF0501_MARKER: DB = BENCH MARK DISK
 DF0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0501_SP_SET: STEPS
 DF0501_STAMPING: B 61 1933 745.602
 DF0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0501
 DF0501  HISTORY     - Date     Condition        Report By
 DF0501  HISTORY     - 1933     MONUMENTED       CGS
 DF0501  HISTORY     - 1956     GOOD             NGS
 DF0501
 DF0501                          STATION DESCRIPTION
 DF0501
 DF0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DF0501'AT ATHENS.
 DF0501'RECOVERED AS DESCRIBED.  THE ELEVATION 745.602 WAS ADDED TO THE
 DF0501'STAMPING.  AT ATHENS, CLARKE COUNTY, AT THE COMMERCE BUILDING OF
 DF0501'THE UNIVERSITY OF GEORGIA, AT THE STEPS OF THE EAST ENTRANCE, AND
 DF0501'IN THE CENTER OF THE TOP OF THE NORTH BALUSTRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0399 ***********************************************************************
 DF0399  DESIGNATION -  B 63
 DF0399  PID         -  DF0399
 DF0399  STATE/COUNTY-  GA/WARREN
 DF0399  USGS QUAD   -  SHARON (1981)
 DF0399
 DF0399                         *CURRENT SURVEY CONTROL
 DF0399  ___________________________________________________________________
 DF0399* NAD 83(1986)-  33 30 15.     (N)    082 48 26.     (W)     SCALED    
 DF0399* NAVD 88     -       196.648  (meters)     645.17   (feet)  ADJUSTED  
 DF0399  ___________________________________________________________________
 DF0399  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF0399  DYNAMIC HT  -         196.442 (meters)     644.49  (feet)  COMP
 DF0399  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 DF0399
 DF0399  VERT ORDER  -  SECOND    CLASS 0
 DF0399
 DF0399.The horizontal coordinates were scaled from a topographic map and have
 DF0399.an estimated accuracy of +/- 6 seconds.
 DF0399
 DF0399.The orthometric height was determined by differential leveling
 DF0399.and adjusted by the National Geodetic Survey in June 1991..
 DF0399
 DF0399.The geoid height was determined by GEOID03.
 DF0399
 DF0399.The dynamic height is computed by dividing the NAVD 88
 DF0399.geopotential number by the normal gravity value computed on the
 DF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0399.degrees latitude (g = 980.6199 gals.).
 DF0399
 DF0399.The modeled gravity was interpolated from observed gravity values.
 DF0399
 DF0399;                    North         East    Units  Estimated Accuracy
 DF0399;SPC GA E     -   388,700.      140,490.      MT  (+/- 180 meters Scaled)
 DF0399
 DF0399                          SUPERSEDED SURVEY CONTROL
 DF0399
 DF0399  NGVD 29 (??/??/92)  196.782  (m)          645.61   (f) ADJ UNCH    2 0
 DF0399
 DF0399.Superseded values are not recommended for survey control.
 DF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0399.See file dsdata.txt to determine how the superseded data were derived.
 DF0399
 DF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT321086(NAD 83)
 DF0399_MARKER: DB = BENCH MARK DISK
 DF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0399_STAMPING: B 63 1933 645.609
 DF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0399+STABILITY: SURFACE MOTION
 DF0399
 DF0399  HISTORY     - Date     Condition        Report By
 DF0399  HISTORY     - 1933     MONUMENTED       CGS
 DF0399  HISTORY     - 1955     GOOD             NGS
 DF0399  HISTORY     - 1972     MARK NOT FOUND   USGS
 DF0399  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0399
 DF0399                          STATION DESCRIPTION
 DF0399
 DF0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0399'0.4 MI SSE FROM BARNETT.
 DF0399'ABOUT 0.4 MILE SOUTH-SOUTHEASTERLY ALONG THE GEORGIA RAILROAD FROM
 DF0399'THE STATION AT BARNETT, WARREN COUNTY, AT A CROSSING NEAR THE
 DF0399'CENTER OF THE SETTLEMENT, 221 FEET N OF NW CORNER OF CONCRETE BASE
 DF0399'OF SIGNAL TOWER NO. 575 ON THE E SIDE OF THE TRACKS, 85 FEET ENE
 DF0399'OF THE CENTER OF NO. 12 GEORGIA HIGHWAY, 19 FEET SE OF THE CENTER
 DF0399'OF A PAVED SECONDARY ROAD, 31.7 FEET ENE OF E RAIL OF THE MAIN
 DF0399'LINE, AND 1.3 FEET LOWER THAN THE TOP OF SAME.  A STANDARD DISK IS
 DF0399'STAMPED B 63 1933 645.609 AND SET IN TOP OF A CONCRETE POST THAT
 DF0399'PROJECTS 0.3 FOOT.
 DF0399
 DF0399                          STATION RECOVERY (1972)
 DF0399
 DF0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DF0399'MARK NOT FOUND.
 DF0399
 DF0399                          STATION RECOVERY (1976)
 DF0399
 DF0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2127 ***********************************************************************
 DG2127  DESIGNATION -  B 65
 DG2127  PID         -  DG2127
 DG2127  STATE/COUNTY-  GA/POLK
 DG2127  USGS QUAD   -  FELTON (1981)
 DG2127
 DG2127                         *CURRENT SURVEY CONTROL
 DG2127  ___________________________________________________________________
 DG2127* NAD 83(1986)-  33 58 01.     (N)    085 14 32.     (W)     SCALED    
 DG2127* NAVD 88     -       255.201  (meters)     837.27   (feet)  ADJUSTED  
 DG2127  ___________________________________________________________________
 DG2127  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG2127  DYNAMIC HT  -         254.930 (meters)     836.38  (feet)  COMP
 DG2127  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DG2127
 DG2127  VERT ORDER  -  SECOND    CLASS 0
 DG2127
 DG2127.The horizontal coordinates were scaled from a topographic map and have
 DG2127.an estimated accuracy of +/- 6 seconds.
 DG2127
 DG2127.The orthometric height was determined by differential leveling
 DG2127.and adjusted by the National Geodetic Survey in June 1991..
 DG2127
 DG2127.The geoid height was determined by GEOID03.
 DG2127
 DG2127.The dynamic height is computed by dividing the NAVD 88
 DG2127.geopotential number by the normal gravity value computed on the
 DG2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2127.degrees latitude (g = 980.6199 gals.).
 DG2127
 DG2127.The modeled gravity was interpolated from observed gravity values.
 DG2127
 DG2127;                    North         East    Units  Estimated Accuracy
 DG2127;SPC GA W     -   440,360.      600,600.      MT  (+/- 180 meters Scaled)
 DG2127
 DG2127                          SUPERSEDED SURVEY CONTROL
 DG2127
 DG2127  NGVD 29 (??/??/92)  255.131  (m)          837.04   (f) ADJ UNCH    2 0
 DG2127
 DG2127.Superseded values are not recommended for survey control.
 DG2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2127.See file dsdata.txt to determine how the superseded data were derived.
 DG2127
 DG2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC623598(NAD 83)
 DG2127_MARKER: DB = BENCH MARK DISK
 DG2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2127_STAMPING: B 65 1934 837.042
 DG2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2127+STABILITY: SURFACE MOTION
 DG2127
 DG2127  HISTORY     - Date     Condition        Report By
 DG2127  HISTORY     - 1934     MONUMENTED       CGS
 DG2127  HISTORY     - 1953     GOOD             NGS
 DG2127  HISTORY     - 1972     MARK NOT FOUND   NGS
 DG2127
 DG2127                          STATION DESCRIPTION
 DG2127
 DG2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG2127'3.2 MI S FROM CEDARTOWN.
 DG2127'THE MARK IS LOCATED ALONG THE CENTRAL OF GEORGIA RAILROAD, ABOUT
 DG2127'0.2 MILE NORTHWEST OF MILEPOST S 350, 26 FEET EAST OF A ROAD
 DG2127'CROSSING, 17.6 FEET NORTHEAST OF THE NORTHEAST RAIL AND 9.5 FEET
 DG2127'EAST OF A RAILROAD CROSSING SIGN.  IT IS ABOUT 1.5 FEET ABOVE
 DG2127'THE LEVEL OF THE TRACKS AND ABOUT LEVEL WITH THE GROUND.  IT IS
 DG2127'A STANDARD DISK SET IN A 6 INCH SQUARE CONCRETE POST.
 DG2127
 DG2127                          STATION RECOVERY (1972)
 DG2127
 DG2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DG2127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0532 ***********************************************************************
 DF0532  DESIGNATION -  B 69
 DF0532  PID         -  DF0532
 DF0532  STATE/COUNTY-  GA/BALDWIN
 DF0532  USGS QUAD   -  BROWNS CROSSING (1985)
 DF0532
 DF0532                         *CURRENT SURVEY CONTROL
 DF0532  ___________________________________________________________________
 DF0532* NAD 83(1986)-  33 05 24.     (N)    083 16 04.     (W)     SCALED    
 DF0532* NAVD 88     -        97.600  (meters)     320.21   (feet)  ADJUSTED  
 DF0532  ___________________________________________________________________
 DF0532  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DF0532  DYNAMIC HT  -          97.496 (meters)     319.87  (feet)  COMP
 DF0532  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DF0532
 DF0532  VERT ORDER  -  FIRST     CLASS II
 DF0532
 DF0532.The horizontal coordinates were scaled from a topographic map and have
 DF0532.an estimated accuracy of +/- 6 seconds.
 DF0532
 DF0532.The orthometric height was determined by differential leveling
 DF0532.and adjusted by the National Geodetic Survey in June 1991..
 DF0532
 DF0532.The geoid height was determined by GEOID03.
 DF0532
 DF0532.The dynamic height is computed by dividing the NAVD 88
 DF0532.geopotential number by the normal gravity value computed on the
 DF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0532.degrees latitude (g = 980.6199 gals.).
 DF0532
 DF0532.The modeled gravity was interpolated from observed gravity values.
 DF0532
 DF0532;                    North         East    Units  Estimated Accuracy
 DF0532;SPC GA E     -   343,120.       97,210.      MT  (+/- 180 meters Scaled)
 DF0532
 DF0532                          SUPERSEDED SURVEY CONTROL
 DF0532
 DF0532  NGVD 29 (??/??/92)   97.76   (m)          320.7    (f) COMPUTED    1 2
 DF0532
 DF0532.Superseded values are not recommended for survey control.
 DF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0532.See file dsdata.txt to determine how the superseded data were derived.
 DF0532
 DF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS883635(NAD 83)
 DF0532_MARKER: DB = BENCH MARK DISK
 DF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0532_STAMPING: B 69 1934 320.738
 DF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0532+STABILITY: SURFACE MOTION
 DF0532
 DF0532  HISTORY     - Date     Condition        Report By
 DF0532  HISTORY     - 1934     MONUMENTED       CGS
 DF0532  HISTORY     - 1954     GOOD             NGS
 DF0532  HISTORY     - 1959     MARK NOT FOUND   NGS
 DF0532
 DF0532                          STATION DESCRIPTION
 DF0532
 DF0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DF0532'2.6 MI W FROM MILLEDGEVILLE.
 DF0532'LOCATED ABOUT 2.6 MILES WEST ALONG THE GEORGIA RAILROAD FROM THE
 DF0532'STATION IN MILLEDGEVILLE, 810 FEET EAST OF MILEPOST 48, 35 FEET
 DF0532'SOUTH OF THE SOUTH RAIL, 8 FEET NORTH OF A MANHOLE ON A SEWAGE
 DF0532'LINE, 5 FEET WEST OF A TELEGRAPH POLE AND 36 FEET SOUTHEAST OF
 DF0532'A ROAD CROSSING.  IT IS A STANDARD DISK SET IN THE TOP OF A
 DF0532'CONCRETE POST PROJECTING 6 INCHES AND ABOUT 2 FEET BELOW THE
 DF0532'LEVEL OF THE TRACKS.
 DF0532
 DF0532                          STATION RECOVERY (1959)
 DF0532
 DF0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DF0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0666 ***********************************************************************
 BS0666  DESIGNATION -  B 7
 BS0666  PID         -  BS0666
 BS0666  STATE/COUNTY-  GA/ATKINSON
 BS0666  USGS QUAD   -  WILLACOOCHEE (1972)
 BS0666
 BS0666                         *CURRENT SURVEY CONTROL
 BS0666  ___________________________________________________________________
 BS0666* NAD 83(1986)-  31 21 09.     (N)    083 05 14.     (W)     SCALED    
 BS0666* NAVD 88     -        66.404  (meters)     217.86   (feet)  ADJUSTED  
 BS0666  ___________________________________________________________________
 BS0666  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BS0666  DYNAMIC HT  -          66.324 (meters)     217.60  (feet)  COMP
 BS0666  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 BS0666
 BS0666  VERT ORDER  -  FIRST     CLASS I
 BS0666
 BS0666.The horizontal coordinates were scaled from a topographic map and have
 BS0666.an estimated accuracy of +/- 6 seconds.
 BS0666
 BS0666.The orthometric height was determined by differential leveling
 BS0666.and adjusted by the National Geodetic Survey in June 1991..
 BS0666
 BS0666.The geoid height was determined by GEOID03.
 BS0666
 BS0666.The dynamic height is computed by dividing the NAVD 88
 BS0666.geopotential number by the normal gravity value computed on the
 BS0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0666.degrees latitude (g = 980.6199 gals.).
 BS0666
 BS0666.The modeled gravity was interpolated from observed gravity values.
 BS0666
 BS0666;                    North         East    Units  Estimated Accuracy
 BS0666;SPC GA E     -   150,300.      112,420.      MT  (+/- 180 meters Scaled)
 BS0666
 BS0666                          SUPERSEDED SURVEY CONTROL
 BS0666
 BS0666  NGVD 29 (??/??/92)   66.625  (m)          218.59   (f) ADJ UNCH    1 1
 BS0666
 BS0666.Superseded values are not recommended for survey control.
 BS0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0666.See file dsdata.txt to determine how the superseded data were derived.
 BS0666
 BS0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ014705(NAD 83)
 BS0666_MARKER: DB = BENCH MARK DISK
 BS0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0666_STAMPING: B 7 1917
 BS0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0666+STABILITY: SURFACE MOTION
 BS0666
 BS0666  HISTORY     - Date     Condition        Report By
 BS0666  HISTORY     - 1917     MONUMENTED       CGS
 BS0666  HISTORY     - 1957     GOOD             NGS
 BS0666  HISTORY     - 1974     GOOD             NGS
 BS0666
 BS0666                          STATION DESCRIPTION
 BS0666
 BS0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BS0666'2.7 MI W FROM WILLACOOCHEE.
 BS0666'ABOUT 2.7 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0666'THE STATION AT WILLACOOCHEE, 0.4 MILE WEST OF MILEPOST NO. P
 BS0666'632, 36 1/2 FEET SOUTH OF THE SOUTH RAIL, 260 YARDS WEST OF AN
 BS0666'ARCHED CONCRETE CULVERT UNDER THE TRACK, 283 YARDS EAST OF A
 BS0666'PUBLIC ROAD CROSSING, 29 1/2 FEET WEST OF TELEPHONE POLE NO.
 BS0666'2297 (NO. ON CROSS BAR), 38 1/2 FEET NORTH OF A WIRE FENCE, 3
 BS0666'FEET NORTH OF A ROW OF EAST-WEST POLES, 1 1/2 FEET EAST OF A
 BS0666'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TOP OF RAIL, SET IN
 BS0666'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BS0666
 BS0666                          STATION RECOVERY (1974)
 BS0666
 BS0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0115 ***********************************************************************
 DG0115  DESIGNATION -  B 7
 DG0115  PID         -  DG0115
 DG0115  STATE/COUNTY-  GA/DE KALB
 DG0115  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0115
 DG0115                         *CURRENT SURVEY CONTROL
 DG0115  ___________________________________________________________________
 DG0115* NAD 83(1994)-  33 46 38.50211(N)    084 18 52.96090(W)     ADJUSTED  
 DG0115* NAVD 88     -       302.998  (meters)     994.09   (feet)  ADJUSTED  
 DG0115  ___________________________________________________________________
 DG0115  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DG0115  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0115  DYNAMIC HT  -         302.663 (meters)     992.99  (feet)  COMP
 DG0115  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 DG0115
 DG0115  HORZ ORDER  -  SECOND
 DG0115  VERT ORDER  -  FIRST     CLASS II
 DG0115
 DG0115.The horizontal coordinates were established by classical geodetic methods
 DG0115.and adjusted by the National Geodetic Survey in September 1997..
 DG0115
 DG0115.The orthometric height was determined by differential leveling
 DG0115.and adjusted by the National Geodetic Survey in June 1991..
 DG0115
 DG0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0115
 DG0115.The geoid height was determined by GEOID03.
 DG0115
 DG0115.The dynamic height is computed by dividing the NAVD 88
 DG0115.geopotential number by the normal gravity value computed on the
 DG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0115.degrees latitude (g = 980.6199 gals.).
 DG0115
 DG0115.The modeled gravity was interpolated from observed gravity values.
 DG0115
 DG0115;                    North         East     Units Scale Factor Converg.
 DG0115;SPC GA W     -   418,820.883   686,288.709   MT  0.99990232   -0 04 56.3
 DG0115;SPC GA W     - 1,374,081.51  2,251,598.87   sFT  0.99990232   -0 04 56.3
 DG0115;UTM  16      - 3,740,711.782   748,660.695   MT  1.00036233   +1 29 37.3
 DG0115
 DG0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0115!SPC GA W     -   0.99995707  x   0.99990232  =   0.99985939
 DG0115!UTM  16      -   0.99995707  x   1.00036233  =   1.00031938
 DG0115
 DG0115|---------------------------------------------------------------------|
 DG0115| PID    Reference Object                     Distance      Geod. Az  |
 DG0115|                                                           dddmmss.s |
 DG0115| DG0114 B 8                                 324.548 METERS 01205     |
 DG0115| CZ2802 B 7 RM 2                             54.276 METERS 01217     |
 DG0115| CZ2801 B 7 RM 1                             26.248 METERS 01217     |
 DG0115| DG0116 B 6                                 158.933 METERS 19211     |
 DG0115|---------------------------------------------------------------------|
 DG0115
 DG0115                          SUPERSEDED SURVEY CONTROL
 DG0115
 DG0115  NAD 83(1986)-  33 46 38.50701(N)    084 18 52.96140(W) AD(       ) 2
 DG0115  NAD 27      -  33 46 38.13041(N)    084 18 53.23788(W) AD(       ) 2
 DG0115  NGVD 29 (??/??/92)  302.922  (m)          993.84   (f) ADJ UNCH    1 2
 DG0115
 DG0115.Superseded values are not recommended for survey control.
 DG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0115.See file dsdata.txt to determine how the superseded data were derived.
 DG0115
 DG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4866140712(NAD 83)
 DG0115_MARKER: DD = SURVEY DISK
 DG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0115_STAMPING: B 7
 DG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0115+STABILITY: SURFACE MOTION
 DG0115
 DG0115  HISTORY     - Date     Condition        Report By
 DG0115  HISTORY     - 1973     MONUMENTED       MARTA
 DG0115  HISTORY     - 1973     GOOD             NGS
 DG0115
 DG0115                          STATION DESCRIPTION
 DG0115
 DG0115'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0115'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON WEST SIDE OF
 DG0115'S.C.L. R/R, 5.92 FT WEST OF WEST RAIL AND 23.8 FT NE OF MILE POST
 DG0115'569.
 DG0115
 DG0115                          STATION RECOVERY (1973)
 DG0115
 DG0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0115'1 MI W FROM DECATUR.
 DG0115'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0115'SEABOARD COAST LINE RAILROAD.  ABOUT 0.9 MILES NORTHEAST OF
 DG0115'W. HOWARD AVE. MEASURED ALONG THE TRACKS, ABOUT 1200 FEET NORTH
 DG0115'OF THE CENTERLINE OF THE RAILROAD OVERPASS AT PONCE DE LEON AVE.,
 DG0115'23.8 FEET NORTHEAST OF MILEPOST 569, 5.9 FEET WEST OF THE WEST
 DG0115'RAIL.  THE DISK IS SET ATOP A POURED CONCRETE POST FLUSH WITH THE
 DG0115'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0333 ***********************************************************************
 DF0333  DESIGNATION -  B 70
 DF0333  PID         -  DF0333
 DF0333  STATE/COUNTY-  GA/WARREN
 DF0333  USGS QUAD   -  WARRENTON (1987)
 DF0333
 DF0333                         *CURRENT SURVEY CONTROL
 DF0333  ___________________________________________________________________
 DF0333* NAD 83(1986)-  33 25 50.     (N)    082 38 45.     (W)     SCALED    
 DF0333* NAVD 88     -       168.298  (meters)     552.16   (feet)  ADJUSTED  
 DF0333  ___________________________________________________________________
 DF0333  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF0333  DYNAMIC HT  -         168.120 (meters)     551.57  (feet)  COMP
 DF0333  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DF0333
 DF0333  VERT ORDER  -  FIRST     CLASS II
 DF0333
 DF0333.The horizontal coordinates were scaled from a topographic map and have
 DF0333.an estimated accuracy of +/- 6 seconds.
 DF0333
 DF0333.The orthometric height was determined by differential leveling
 DF0333.and adjusted by the National Geodetic Survey in June 1991..
 DF0333.WARNING-Repeat measurements at this control monument indicate possible
 DF0333.vertical movement.
 DF0333
 DF0333.The geoid height was determined by GEOID03.
 DF0333
 DF0333.The dynamic height is computed by dividing the NAVD 88
 DF0333.geopotential number by the normal gravity value computed on the
 DF0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0333.degrees latitude (g = 980.6199 gals.).
 DF0333
 DF0333.The modeled gravity was interpolated from observed gravity values.
 DF0333
 DF0333;                    North         East    Units  Estimated Accuracy
 DF0333;SPC GA E     -   380,450.      155,440.      MT  (+/- 180 meters Scaled)
 DF0333
 DF0333                          SUPERSEDED SURVEY CONTROL
 DF0333
 DF0333  NGVD 29 (??/??/92)  168.485  (m)          552.77   (f) ADJ UNCH    1 2
 DF0333
 DF0333.Superseded values are not recommended for survey control.
 DF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0333.See file dsdata.txt to determine how the superseded data were derived.
 DF0333
 DF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT469002(NAD 83)
 DF0333_MARKER: DB = BENCH MARK DISK
 DF0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0333_STAMPING: B 70 1934 552.637
 DF0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0333+STABILITY: SURFACE MOTION
 DF0333
 DF0333  HISTORY     - Date     Condition        Report By
 DF0333  HISTORY     - 1934     MONUMENTED       CGS
 DF0333  HISTORY     - 1962     GOOD             NGS
 DF0333  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0333  HISTORY     - 1979     GOOD             NGS
 DF0333
 DF0333                          STATION DESCRIPTION
 DF0333
 DF0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0333'1.6 MI S FROM CAMAK.
 DF0333'ABOUT 1.55 MILES SOUTH ALONG THE GEORGIA RAILROAD FROM THE
 DF0333'STATION AT CAMAK, 2.05 MILES NORTHEAST ALONG THE GEORGIA RAILROAD
 DF0333'FROM THE STATION AT WARRENTON, 0.45 MILE NORTH OF MILEPOST
 DF0333'M 2, NEAR THE SOUTH END OF A SMALL CUT, 22 1/2 FEET EAST OF
 DF0333'THE EAST RAIL, 211 FEET NORTH OF THE NORTH END OF THE EAST
 DF0333'CONCRETE HEAD WALL OF A 2-FOOT BOX CULVERT UNDER THE TRACK,
 DF0333'201 1/2 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 80, 8 1/2
 DF0333'FEET NORTH OF A TELEGRAPH POLE, 1 FOOT ABOVE THE LEVEL OF THE
 DF0333'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 DF0333'ABOVE THE LEVEL OF THE GROUND.
 DF0333
 DF0333                          STATION RECOVERY (1976)
 DF0333
 DF0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0333'MARK NOT FOUND.
 DF0333
 DF0333                          STATION RECOVERY (1979)
 DF0333
 DF0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0333'NOTE, 16.3 FEET SOUTH OF A 16-INCH TRIANGLE BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0356 ***********************************************************************
 DF0356  DESIGNATION -  B 71
 DF0356  PID         -  DF0356
 DF0356  STATE/COUNTY-  GA/HANCOCK
 DF0356  USGS QUAD   -  SPARTA (1987)
 DF0356
 DF0356                         *CURRENT SURVEY CONTROL
 DF0356  ___________________________________________________________________
 DF0356* NAD 83(1986)-  33 15 20.     (N)    082 54 57.     (W)     SCALED    
 DF0356* NAVD 88     -       171.420  (meters)     562.40   (feet)  ADJUSTED  
 DF0356  ___________________________________________________________________
 DF0356  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DF0356  DYNAMIC HT  -         171.236 (meters)     561.80  (feet)  COMP
 DF0356  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DF0356
 DF0356  VERT ORDER  -  SECOND    CLASS 0
 DF0356
 DF0356.The horizontal coordinates were scaled from a topographic map and have
 DF0356.an estimated accuracy of +/- 6 seconds.
 DF0356
 DF0356.The orthometric height was determined by differential leveling
 DF0356.and adjusted by the National Geodetic Survey in June 1991..
 DF0356
 DF0356.The geoid height was determined by GEOID03.
 DF0356
 DF0356.The dynamic height is computed by dividing the NAVD 88
 DF0356.geopotential number by the normal gravity value computed on the
 DF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0356.degrees latitude (g = 980.6199 gals.).
 DF0356
 DF0356.The modeled gravity was interpolated from observed gravity values.
 DF0356
 DF0356;                    North         East    Units  Estimated Accuracy
 DF0356;SPC GA E     -   361,190.      130,200.      MT  (+/- 180 meters Scaled)
 DF0356
 DF0356                          SUPERSEDED SURVEY CONTROL
 DF0356
 DF0356  NGVD 29 (??/??/92)  171.567  (m)          562.88   (f) ADJ UNCH    2 0
 DF0356
 DF0356.Superseded values are not recommended for survey control.
 DF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0356.See file dsdata.txt to determine how the superseded data were derived.
 DF0356
 DF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS215812(NAD 83)
 DF0356_MARKER: DB = BENCH MARK DISK
 DF0356_SETTING: 66 = SET IN ROCK OUTCROP
 DF0356_SP_SET: OUTCROP
 DF0356_STAMPING: B 71 1934 562.883
 DF0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0356+STABILITY: POSITION/ELEVATION WELL
 DF0356
 DF0356  HISTORY     - Date     Condition        Report By
 DF0356  HISTORY     - 1934     MONUMENTED       CGS
 DF0356  HISTORY     - 1955     GOOD             NGS
 DF0356  HISTORY     - 1976     GOOD             NGS
 DF0356
 DF0356                          STATION DESCRIPTION
 DF0356
 DF0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0356'4 MI SE FROM SPARTA.
 DF0356'ABOUT 2.3 MILES SE ALONG NO. 15 GEORGIA HIGHWAY FROM THE
 DF0356'COURTHOUSE AT SPARTA, HANCOCK COUNTY, THENCE EASTERLY AND
 DF0356'SOUTHEASTERLY ON THE SPARTA-MITCHELL HIGHWAY FOR 1.7 MILES TO A
 DF0356'LARGE AREA OF ROCK OUTCROP AND THE MARK ON THE RIGHT, (THERE IS
 DF0356'A LARGER AND HIGHER OUTCROP AREA ABOUT 0.15 MILE NW), ABOUT 150 YARDS
 DF0356'WNW OF A ROAD Y-INTERSECTION, 131.4 FEET SSE OF A POWER POLE,
 DF0356'51 FEET SW OF THE CENTER OF THE HIGHWAY, IN A SLIGHT DEPRESSION
 DF0356'OF THE FIRST LARGE ROCK S OF THE HIGHWAY AND 10 FEET E OF THE W
 DF0356'EDGE OF THE OUTCROP.  A STANDARD DISK IS STAMPED
 DF0356'B 71 1934 562.883 AND SET IN A DRILL HOLE IN THE ROCK.
 DF0356
 DF0356                          STATION RECOVERY (1976)
 DF0356
 DF0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0427 ***********************************************************************
 CL0427  DESIGNATION -  B 72
 CL0427  PID         -  CL0427
 CL0427  STATE/COUNTY-  GA/JOHNSON
 CL0427  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL0427
 CL0427                         *CURRENT SURVEY CONTROL
 CL0427  ___________________________________________________________________
 CL0427* NAD 83(1986)-  32 43 47.     (N)    082 42 54.     (W)     SCALED    
 CL0427* NAVD 88     -        97.986  (meters)     321.48   (feet)  ADJUSTED  
 CL0427  ___________________________________________________________________
 CL0427  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL0427  DYNAMIC HT  -          97.876 (meters)     321.11  (feet)  COMP
 CL0427  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CL0427
 CL0427  VERT ORDER  -  SECOND    CLASS 0
 CL0427
 CL0427.The horizontal coordinates were scaled from a topographic map and have
 CL0427.an estimated accuracy of +/- 6 seconds.
 CL0427
 CL0427.The orthometric height was determined by differential leveling
 CL0427.and adjusted by the National Geodetic Survey in June 1991..
 CL0427
 CL0427.The geoid height was determined by GEOID03.
 CL0427
 CL0427.The dynamic height is computed by dividing the NAVD 88
 CL0427.geopotential number by the normal gravity value computed on the
 CL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0427.degrees latitude (g = 980.6199 gals.).
 CL0427
 CL0427.The modeled gravity was interpolated from observed gravity values.
 CL0427
 CL0427;                    North         East    Units  Estimated Accuracy
 CL0427;SPC GA E     -   302,760.      148,610.      MT  (+/- 180 meters Scaled)
 CL0427
 CL0427                          SUPERSEDED SURVEY CONTROL
 CL0427
 CL0427  NGVD 29 (??/??/92)   98.134  (m)          321.96   (f) ADJ UNCH    2 0
 CL0427
 CL0427.Superseded values are not recommended for survey control.
 CL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0427.See file dsdata.txt to determine how the superseded data were derived.
 CL0427
 CL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS392226(NAD 83)
 CL0427_MARKER: DB = BENCH MARK DISK
 CL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0427_STAMPING: B 72 1934 321.961
 CL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0427+STABILITY: SURFACE MOTION
 CL0427
 CL0427  HISTORY     - Date     Condition        Report By
 CL0427  HISTORY     - 1934     MONUMENTED       CGS
 CL0427  HISTORY     - 1955     POOR             NGS
 CL0427  HISTORY     - 1976     POOR             NGS
 CL0427
 CL0427                          STATION DESCRIPTION
 CL0427
 CL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0427'NEAR WRIGHTSVILLE.
 CL0427'ABOUT 650 FEET NORTH ALONG THE WRIGHTSVILLE AND TENNILLE RAILROAD
 CL0427'FROM THE STATION AT WRIGHTSVILLE, 0.1 MILE EAST OF THE COURTHOUSE,
 CL0427'69 FEET SOUTH OF THE CENTER OF COURT STREET WHICH PASSES ON THE
 CL0427'NORTH SIDE OF THE COURTHOUSE, 33.7 FEET EAST OF THE EAST RAIL OF
 CL0427'THE MAIN LINE, AND 0.8 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 CL0427'STANDARD DISK, STAMPED B 72 1934 321.961 AND SET IN THE TOP OF A
 CL0427'CONCRETE POST PROJECTING 0.3 FOOT.
 CL0427
 CL0427                          STATION RECOVERY (1976)
 CL0427
 CL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CL0427'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0024 ***********************************************************************
 CL0024  DESIGNATION -  B 73
 CL0024  PID         -  CL0024
 CL0024  STATE/COUNTY-  GA/JEFFERSON
 CL0024  USGS QUAD   -  COLEMANS LAKE (1973)
 CL0024
 CL0024                         *CURRENT SURVEY CONTROL
 CL0024  ___________________________________________________________________
 CL0024* NAD 83(1986)-  32 51 38.     (N)    082 20 03.     (W)     SCALED    
 CL0024* NAVD 88     -        63.152  (meters)     207.19   (feet)  ADJUSTED  
 CL0024  ___________________________________________________________________
 CL0024  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CL0024  DYNAMIC HT  -          63.081 (meters)     206.96  (feet)  COMP
 CL0024  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CL0024
 CL0024  VERT ORDER  -  SECOND    CLASS 0
 CL0024
 CL0024.The horizontal coordinates were scaled from a topographic map and have
 CL0024.an estimated accuracy of +/- 6 seconds.
 CL0024
 CL0024.The orthometric height was determined by differential leveling
 CL0024.and adjusted by the National Geodetic Survey in June 1991..
 CL0024
 CL0024.The geoid height was determined by GEOID03.
 CL0024
 CL0024.The dynamic height is computed by dividing the NAVD 88
 CL0024.geopotential number by the normal gravity value computed on the
 CL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0024.degrees latitude (g = 980.6199 gals.).
 CL0024
 CL0024.The modeled gravity was interpolated from observed gravity values.
 CL0024
 CL0024;                    North         East    Units  Estimated Accuracy
 CL0024;SPC GA E     -   317,150.      184,320.      MT  (+/- 180 meters Scaled)
 CL0024
 CL0024                          SUPERSEDED SURVEY CONTROL
 CL0024
 CL0024  NGVD 29 (??/??/92)   63.352  (m)          207.85   (f) ADJ UNCH    2 0
 CL0024
 CL0024.Superseded values are not recommended for survey control.
 CL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0024.See file dsdata.txt to determine how the superseded data were derived.
 CL0024
 CL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS751366(NAD 83)
 CL0024_MARKER: DB = BENCH MARK DISK
 CL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0024_STAMPING: B 73 1934 207.847
 CL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0024+STABILITY: SURFACE MOTION
 CL0024
 CL0024  HISTORY     - Date     Condition        Report By
 CL0024  HISTORY     - 1934     MONUMENTED       CGS
 CL0024  HISTORY     - UNK      GOOD             NGS
 CL0024  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0024
 CL0024                          STATION DESCRIPTION
 CL0024
 CL0024'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 CL0024'4.2 MI E FROM WADLEY.
 CL0024
 CL0024                          STATION RECOVERY (1973)
 CL0024
 CL0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0024'ABOUT 4.2 MILES E ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CL0024'STATION AT WADLEY, JEFFERSON COUNTY, ABOUT 0.4 MILE ESE OF NO. S
 CL0024'103 RAILROAD MILEPOST, ABOUT 395 FEET ESE OF THE CENTER OF A
 CL0024'RAILROAD-POWERLINE CROSSING WHICH IS AT E END OF A CURVE, AN
 CL0024'ESTIMATED 50 YARDS SW OF A FENCE CORNER, 13 FEET W OF AN OLD
 CL0024'FENCE LINE, 33 FEET SE OF THE CENTER OF AN OLD WOODS ROAD
 CL0024'CROSSING, 17.3 FEET SSW OF S RAIL, AND 2.3 FEET LOWER THAN TOP OF
 CL0024'SAME.  A STANDARD DISK IS STAMPED B 73 1934 207.847 AND SET IN
 CL0024'TOP OF A CONCRETE POST THAT PROJECTS 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0011 ***********************************************************************
 CK0011  DESIGNATION -  B 74
 CK0011  PID         -  CK0011
 CK0011  STATE/COUNTY-  GA/EVANS
 CK0011  USGS QUAD   -  DAISY (1976)
 CK0011
 CK0011                         *CURRENT SURVEY CONTROL
 CK0011  ___________________________________________________________________
 CK0011* NAD 83(1986)-  32 13 49.     (N)    081 49 59.     (W)     SCALED    
 CK0011* NAVD 88     -        46.408  (meters)     152.26   (feet)  ADJUSTED  
 CK0011  ___________________________________________________________________
 CK0011  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK0011  DYNAMIC HT  -          46.354 (meters)     152.08  (feet)  COMP
 CK0011  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CK0011
 CK0011  VERT ORDER  -  FIRST     CLASS II
 CK0011
 CK0011.The horizontal coordinates were scaled from a topographic map and have
 CK0011.an estimated accuracy of +/- 6 seconds.
 CK0011
 CK0011.The orthometric height was determined by differential leveling
 CK0011.and adjusted by the National Geodetic Survey in June 1991..
 CK0011
 CK0011.The geoid height was determined by GEOID03.
 CK0011
 CK0011.The dynamic height is computed by dividing the NAVD 88
 CK0011.geopotential number by the normal gravity value computed on the
 CK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0011.degrees latitude (g = 980.6199 gals.).
 CK0011
 CK0011.The modeled gravity was interpolated from observed gravity values.
 CK0011
 CK0011;                    North         East    Units  Estimated Accuracy
 CK0011;SPC GA E     -   247,300.      231,440.      MT  (+/- 180 meters Scaled)
 CK0011
 CK0011                          SUPERSEDED SURVEY CONTROL
 CK0011
 CK0011  NGVD 29 (??/??/92)   46.620  (m)          152.95   (f) ADJ UNCH    1 2
 CK0011
 CK0011.Superseded values are not recommended for survey control.
 CK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0011.See file dsdata.txt to determine how the superseded data were derived.
 CK0011
 CK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR215662(NAD 83)
 CK0011_MARKER: DB = BENCH MARK DISK
 CK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0011_STAMPING: B 74 1934
 CK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0011+STABILITY: SURFACE MOTION
 CK0011
 CK0011  HISTORY     - Date     Condition        Report By
 CK0011  HISTORY     - 1934     MONUMENTED       CGS
 CK0011  HISTORY     - 1955     GOOD             NGS
 CK0011  HISTORY     - 1958     GOOD             NGS
 CK0011
 CK0011                          STATION DESCRIPTION
 CK0011
 CK0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0011'7.4 MI SW FROM NEVILS.
 CK0011'ABOUT 0.55 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SCHOOL
 CK0011'AT NEVILS, THENCE ABOUT 3.85 MILES WEST AND SOUTHWEST ALONG A
 CK0011'GRADED SAND ROAD, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG A GRADED
 CK0011'SAND ROAD, THENCE ABOUT 0.75 MILE WEST AND SOUTHWEST ALONG A
 CK0011'GRADED SAND ROAD, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG A
 CK0011'GRADED SAND ROAD VIA BOWENS LAKE GROCERY, THENCE ABOUT 0.1 MILE
 CK0011'NORTHWEST ALONG A GRADED ROAD TO Y JUNCTION OF A ROAD LEADING
 CK0011'WEST, THENCE ABOUT 50 YARDS NORTHWEST ALONG GRADED ROAD TO
 CK0011'CROSSING OF OLD ABANDONED SHEARWOOD RAILWAY, THENCE 463 FEET
 CK0011'SOUTHWEST ALONG OLD RAILWAY GRADE FROM CENTER OF CROSSING OF ROAD
 CK0011'LEADING NORTHWEST, AT EDNA, ABOUT 140 YARDS SOUTHWEST ALONG OLD
 CK0011'GRADE FROM AN ABANDONED TURPENTINE STILL, 32 FEET NORTHWEST OF
 CK0011'CENTER LINE OF ABANDONED RAILWAY BED, 58 FEET WEST-NORTHWEST OF
 CK0011'CENTER OF AN ABANDONED ROAD CROSSING AND ABANDONED GRADE, 95
 CK0011'FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE
 CK0011'WHICH IS LOCATED IN A CLEARING, 12 FEET NORTH-NORTHWEST OF A
 CK0011'TRIANGULAR BLAZED 8-INCH OAK TREE, 269 FEET SOUTH-SOUTHEAST OF
 CK0011'BRICK CHIMNEY ON EAST SIDE OF THE WESTERLY OF TWO FRAME TENANT
 CK0011'HOUSES, 270 FEET SOUTH OF A POWER BRANCH LINE POLE, ABOUT 2
 CK0011'FEET ABOVE OLD RAILWAY BED AND SET IN THE TOP OF A CONCRETE POST
 CK0011'PROJECTING 2 INCHES.  THE MARK MAY BE REACHED FROM THE COURT
 CK0011'HOUSE AT CLAXTON, EVANS COUNTY, BY GOING ABOUT 5.1 MILES NORTH
 CK0011'ALONG U.S. HIGHWAY 301, THENCE ABOUT 2.9 MILES NORTHEAST AND
 CK0011'EAST ALONG A GRADED SAND ROAD TO THE Y JUNCTION OF A ROAD LEADING
 CK0011'NORTHWEST AT EDNA, THENCE ABOUT 50 YARDS NORTHWEST ALONG GRADED
 CK0011'ROAD, THENCE 463 FEET SOUTHWEST ALONG OLD ABANDONED GRADE OF
 CK0011'SHEARWOOD RAILWAY.
 CK0011
 CK0011                          STATION RECOVERY (1958)
 CK0011
 CK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CK0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0272 ***********************************************************************
 CL0272  DESIGNATION -  B 76
 CL0272  PID         -  CL0272
 CL0272  STATE/COUNTY-  GA/WHEELER
 CL0272  USGS QUAD   -  SCOTLAND (1985)
 CL0272
 CL0272                         *CURRENT SURVEY CONTROL
 CL0272  ___________________________________________________________________
 CL0272* NAD 83(1986)-  32 06 56.     (N)    082 50 45.     (W)     SCALED    
 CL0272* NAVD 88     -        65.151  (meters)     213.75   (feet)  ADJUSTED  
 CL0272  ___________________________________________________________________
 CL0272  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CL0272  DYNAMIC HT  -          65.075 (meters)     213.50  (feet)  COMP
 CL0272  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CL0272
 CL0272  VERT ORDER  -  SECOND    CLASS 0
 CL0272
 CL0272.The horizontal coordinates were scaled from a topographic map and have
 CL0272.an estimated accuracy of +/- 6 seconds.
 CL0272
 CL0272.The orthometric height was determined by differential leveling
 CL0272.and adjusted by the National Geodetic Survey in June 1991..
 CL0272
 CL0272.The geoid height was determined by GEOID03.
 CL0272
 CL0272.The dynamic height is computed by dividing the NAVD 88
 CL0272.geopotential number by the normal gravity value computed on the
 CL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0272.degrees latitude (g = 980.6199 gals.).
 CL0272
 CL0272.The modeled gravity was interpolated from observed gravity values.
 CL0272
 CL0272;                    North         East    Units  Estimated Accuracy
 CL0272;SPC GA E     -   234,730.      135,910.      MT  (+/- 180 meters Scaled)
 CL0272
 CL0272                          SUPERSEDED SURVEY CONTROL
 CL0272
 CL0272  NGVD 29 (??/??/92)   65.388  (m)          214.53   (f) ADJ UNCH    2 0
 CL0272
 CL0272.Superseded values are not recommended for survey control.
 CL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0272.See file dsdata.txt to determine how the superseded data were derived.
 CL0272
 CL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR258547(NAD 83)
 CL0272_MARKER: DB = BENCH MARK DISK
 CL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0272_STAMPING: B 76 1934
 CL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0272+STABILITY: SURFACE MOTION
 CL0272
 CL0272  HISTORY     - Date     Condition        Report By
 CL0272  HISTORY     - 1934     MONUMENTED       CGS
 CL0272
 CL0272                          STATION DESCRIPTION
 CL0272
 CL0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0272'1.2 MI SW FROM ERICK.
 CL0272'ABOUT 1.2 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY
 CL0272'FROM THE STATION AT ERICK, WHEELER COUNTY, ABOUT 0.5 MILE
 CL0272'SOUTHWEST OF MILEPOST 605, ABOUT 500 FEET NORTHWEST OF STATE
 CL0272'HIGHWAY 30, ABOUT 300 FEET SOUTHWEST OF BRIDGE 605.4, AT A ROAD
 CL0272'CROSSING, 67 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 27 FEET
 CL0272'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1-1/2 FEET
 CL0272'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED B 76 1934 AND SET
 CL0272'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0950 ***********************************************************************
 BS0950  DESIGNATION -  B 77
 BS0950  PID         -  BS0950
 BS0950  STATE/COUNTY-  GA/DODGE
 BS0950  USGS QUAD   -  RHINE (1977)
 BS0950
 BS0950                         *CURRENT SURVEY CONTROL
 BS0950  ___________________________________________________________________
 BS0950* NAD 83(1986)-  31 59 18.     (N)    083 12 01.     (W)     SCALED    
 BS0950* NAVD 88     -        67.564  (meters)     221.67   (feet)  ADJUSTED  
 BS0950  ___________________________________________________________________
 BS0950  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BS0950  DYNAMIC HT  -          67.485 (meters)     221.41  (feet)  COMP
 BS0950  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 BS0950
 BS0950  VERT ORDER  -  FIRST     CLASS II
 BS0950
 BS0950.The horizontal coordinates were scaled from a topographic map and have
 BS0950.an estimated accuracy of +/- 6 seconds.
 BS0950
 BS0950.The orthometric height was determined by differential leveling
 BS0950.and adjusted by the National Geodetic Survey in June 1991..
 BS0950
 BS0950.The geoid height was determined by GEOID03.
 BS0950
 BS0950.The dynamic height is computed by dividing the NAVD 88
 BS0950.geopotential number by the normal gravity value computed on the
 BS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0950.degrees latitude (g = 980.6199 gals.).
 BS0950
 BS0950.The modeled gravity was interpolated from observed gravity values.
 BS0950
 BS0950;                    North         East    Units  Estimated Accuracy
 BS0950;SPC GA E     -   220,890.      102,330.      MT  (+/- 180 meters Scaled)
 BS0950
 BS0950                          SUPERSEDED SURVEY CONTROL
 BS0950
 BS0950  NGVD 29 (??/??/92)   67.779  (m)          222.37   (f) ADJ UNCH    1 2
 BS0950
 BS0950.Superseded values are not recommended for survey control.
 BS0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0950.See file dsdata.txt to determine how the superseded data were derived.
 BS0950
 BS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR921412(NAD 83)
 BS0950_MARKER: DB = BENCH MARK DISK
 BS0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0950_STAMPING: B 77 1934
 BS0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0950+STABILITY: SURFACE MOTION
 BS0950
 BS0950  HISTORY     - Date     Condition        Report By
 BS0950  HISTORY     - 1934     MONUMENTED       CGS
 BS0950  HISTORY     - 1961     GOOD             NGS
 BS0950  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS0950
 BS0950                          STATION DESCRIPTION
 BS0950
 BS0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BS0950'AT RHINE.
 BS0950'AT RHINE, ALONG THE SEABOARD AIRLINE RAILROAD, NEAR THE CROSSING
 BS0950'OF STATE HIGHWAY 117, 51 FEET SOUTH AND ACROSS THE TRACK FROM
 BS0950'THE SOUTHEAST CORNER OF THE STATION, 19.5 FEET SOUTH OF THE SOUTH
 BS0950'RAIL OF THE MAIN TRACK, 127 1/2 FEET SOUTHEAST OF THE CENTER LINE
 BS0950'OF STATE HIGHWAY 117, 40 FEET NORTH OF THE CENTER LINE OF A
 BS0950'GRADED STREET, 30 1/2 FEET NORTHWEST OF THE EAST ONE OF A ROW
 BS0950'OF FOUR 3-FOOT MAPLE TREES, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 BS0950'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BS0950'LEVEL OF THE GROUND.
 BS0950
 BS0950                          STATION RECOVERY (1979)
 BS0950
 BS0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0877 ***********************************************************************
 BS0877  DESIGNATION -  B 78
 BS0877  PID         -  BS0877
 BS0877  STATE/COUNTY-  GA/IRWIN
 BS0877  USGS QUAD   -  WATERLOO (1987)
 BS0877
 BS0877                         *CURRENT SURVEY CONTROL
 BS0877  ___________________________________________________________________
 BS0877* NAD 83(1986)-  31 34 36.     (N)    083 22 54.     (W)     SCALED    
 BS0877* NAVD 88     -        91.681  (meters)     300.79   (feet)  ADJUSTED  
 BS0877  ___________________________________________________________________
 BS0877  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BS0877  DYNAMIC HT  -          91.573 (meters)     300.44  (feet)  COMP
 BS0877  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 BS0877
 BS0877  VERT ORDER  -  FIRST     CLASS II
 BS0877
 BS0877.The horizontal coordinates were scaled from a topographic map and have
 BS0877.an estimated accuracy of +/- 6 seconds.
 BS0877
 BS0877.The orthometric height was determined by differential leveling
 BS0877.and adjusted by the National Geodetic Survey in June 1991..
 BS0877
 BS0877.The geoid height was determined by GEOID03.
 BS0877
 BS0877.The dynamic height is computed by dividing the NAVD 88
 BS0877.geopotential number by the normal gravity value computed on the
 BS0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0877.degrees latitude (g = 980.6199 gals.).
 BS0877
 BS0877.The modeled gravity was interpolated from observed gravity values.
 BS0877
 BS0877;                    North         East    Units  Estimated Accuracy
 BS0877;SPC GA W     -   175,050.      774,510.      MT  (+/- 180 meters Scaled)
 BS0877
 BS0877                          SUPERSEDED SURVEY CONTROL
 BS0877
 BS0877  NGVD 29 (??/??/92)   91.875  (m)          301.43   (f) ADJ UNCH    1 2
 BS0877
 BS0877.Superseded values are not recommended for survey control.
 BS0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0877.See file dsdata.txt to determine how the superseded data were derived.
 BS0877
 BS0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ739959(NAD 83)
 BS0877_MARKER: DB = BENCH MARK DISK
 BS0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0877_STAMPING: B 78 1934
 BS0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0877+STABILITY: SURFACE MOTION
 BS0877
 BS0877  HISTORY     - Date     Condition        Report By
 BS0877  HISTORY     - 1934     MONUMENTED       CGS
 BS0877  HISTORY     - 1962     GOOD             NGS
 BS0877
 BS0877                          STATION DESCRIPTION
 BS0877
 BS0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0877'5 MI SW FROM MYSTIC.
 BS0877'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 32 FROM THE BRICK
 BS0877'GRADE SCHOOL AT MYSTIC, THENCE 2.2 MILES SOUTHWEST ALONG A GRADED
 BS0877'ROAD, THENCE 0.4 MILE SOUTH ALONG A BLACK TOP ROAD, THENCE
 BS0877'1.15 MILES SOUTHWEST ALONG A GRADED ROAD, THENCE 0.8 MILE SOUTHWEST
 BS0877'ALONG THE GRADE OF THE NOW ABANDONED BED OF THE ATLANTIC COAST
 BS0877'LINE RAILROAD, 0.4 MILE SOUTHWEST OF MILEPOST 759 WHICH STILL
 BS0877'REMAINS, 0.35 MILE SOUTHWEST OF THE REMAINS OF AN OLD RAILROAD
 BS0877'BRIDGE, AT A POINT WHERE A DIRT ROAD FORMERLY CROSSED THE RAILROAD
 BS0877'TRACK, 26 FEET NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED,
 BS0877'114 FEET WEST OF THE CENTER LINE OF THE ROAD CROSSING THE
 BS0877'ABANDONED TRACK, 115 FEET WEST-NORTHWEST OF A FENCE CORNER, 114.5
 BS0877'FEET NORTHEAST OF THE NORTHWEST END OF A 3 FOOT METAL PIPE CULVERT
 BS0877'UNDER THE BED, 1.6 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT
 BS0877'LEVEL WITH THE OLD RAILROAD BED, SET IN THE TOP OF A CONCRETE POST
 BS0877'3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0088 ***********************************************************************
 BT0088  DESIGNATION -  B 8
 BT0088  PID         -  BT0088
 BT0088  STATE/COUNTY-  GA/DOUGHERTY
 BT0088  USGS QUAD   -  ALBANY EAST (1988)
 BT0088
 BT0088                         *CURRENT SURVEY CONTROL
 BT0088  ___________________________________________________________________
 BT0088* NAD 83(1986)-  31 33 41.     (N)    084 05 17.     (W)     SCALED    
 BT0088* NAVD 88     -        58.700  (meters)     192.58   (feet)  POSTED    
 BT0088  ___________________________________________________________________
 BT0088  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT0088  DYNAMIC HT  -          58.630 (meters)     192.36  (feet)  COMP
 BT0088  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BT0088
 BT0088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BT0088
 BT0088.The horizontal coordinates were scaled from a topographic map and have
 BT0088.an estimated accuracy of +/- 6 seconds.
 BT0088
 BT0088.The orthometric height was determined by differential leveling
 BT0088.and adjusted by the National Geodetic Survey in 1992..
 BT0088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BT0088.rate of 0.0 thru 1.0 mm/km.
 BT0088
 BT0088.The geoid height was determined by GEOID03.
 BT0088
 BT0088.The dynamic height is computed by dividing the NAVD 88
 BT0088.geopotential number by the normal gravity value computed on the
 BT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0088.degrees latitude (g = 980.6199 gals.).
 BT0088
 BT0088.The modeled gravity was interpolated from observed gravity values.
 BT0088
 BT0088;                    North         East    Units  Estimated Accuracy
 BT0088;SPC GA W     -   173,090.      707,460.      MT  (+/- 180 meters Scaled)
 BT0088
 BT0088                          SUPERSEDED SURVEY CONTROL
 BT0088
 BT0088  NGVD 29 (??/??/92)   58.86   (m)          193.1    (f) COMPUTED    1 2
 BT0088
 BT0088.Superseded values are not recommended for survey control.
 BT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0088.See file dsdata.txt to determine how the superseded data were derived.
 BT0088
 BT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV764954(NAD 83)
 BT0088_MARKER: DB = BENCH MARK DISK
 BT0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0088_STAMPING: ELEV 193.169 FEET B 8 1917
 BT0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0088+STABILITY: SURFACE MOTION
 BT0088
 BT0088  HISTORY     - Date     Condition        Report By
 BT0088  HISTORY     - 1917     MONUMENTED       CGS
 BT0088  HISTORY     - 1957     MARK NOT FOUND   NGS
 BT0088
 BT0088                          STATION DESCRIPTION
 BT0088
 BT0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0088'1.2 MI E FROM DARROW.
 BT0088'1-1/4 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT0088'DARROW, DOUGHERTY COUNTY, NEAR THE SOUTHWEST CORNER OF A PINE
 BT0088'GROVE, AND 50 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 BT0088'ELEV. 193.169 FEET B 8 1917 AND SET IN THE TOP OF A CONCRETE POST
 BT0088'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0114 ***********************************************************************
 DG0114  DESIGNATION -  B 8
 DG0114  PID         -  DG0114
 DG0114  STATE/COUNTY-  GA/DE KALB
 DG0114  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0114
 DG0114                         *CURRENT SURVEY CONTROL
 DG0114  ___________________________________________________________________
 DG0114* NAD 83(1994)-  33 46 48.80207(N)    084 18 50.31868(W)     ADJUSTED  
 DG0114* NAVD 88     -       299.582  (meters)     982.88   (feet)  ADJUSTED  
 DG0114  ___________________________________________________________________
 DG0114  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0114  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0114  DYNAMIC HT  -         299.251 (meters)     981.79  (feet)  COMP
 DG0114  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DG0114
 DG0114  HORZ ORDER  -  SECOND
 DG0114  VERT ORDER  -  FIRST     CLASS II
 DG0114
 DG0114.The horizontal coordinates were established by classical geodetic methods
 DG0114.and adjusted by the National Geodetic Survey in September 1997..
 DG0114
 DG0114.The orthometric height was determined by differential leveling
 DG0114.and adjusted by the National Geodetic Survey in June 1991..
 DG0114
 DG0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0114
 DG0114.The geoid height was determined by GEOID03.
 DG0114
 DG0114.The dynamic height is computed by dividing the NAVD 88
 DG0114.geopotential number by the normal gravity value computed on the
 DG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0114.degrees latitude (g = 980.6199 gals.).
 DG0114
 DG0114.The modeled gravity was interpolated from observed gravity values.
 DG0114
 DG0114;                    North         East     Units Scale Factor Converg.
 DG0114;SPC GA W     -   419,138.103   686,357.138   MT  0.99990229   -0 04 54.9
 DG0114;SPC GA W     - 1,375,122.26  2,251,823.38   sFT  0.99990229   -0 04 54.9
 DG0114;UTM  16      - 3,741,030.911   748,720.400   MT  1.00036269   +1 29 39.2
 DG0114
 DG0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0114!SPC GA W     -   0.99995760  x   0.99990229  =   0.99985990
 DG0114!UTM  16      -   0.99995760  x   1.00036269  =   1.00032028
 DG0114
 DG0114|---------------------------------------------------------------------|
 DG0114| PID    Reference Object                     Distance      Geod. Az  |
 DG0114|                                                           dddmmss.s |
 DG0114| CZ2804 B 8 RM 2                             48.238 METERS 01302     |
 DG0114| CZ2803 B 8 RM 1                             25.269 METERS 01302     |
 DG0114| DG0113 HILLYER                              96.667 METERS 01359     |
 DG0114| DG0112 B 9                                 170.828 METERS 01829     |
 DG0114| DG0115 B 7                                 324.548 METERS 19205     |
 DG0114|---------------------------------------------------------------------|
 DG0114
 DG0114                          SUPERSEDED SURVEY CONTROL
 DG0114
 DG0114  NAD 83(1986)-  33 46 48.80700(N)    084 18 50.31908(W) AD(       ) 2
 DG0114  NAD 27      -  33 46 48.43064(N)    084 18 50.59556(W) AD(       ) 2
 DG0114  NGVD 29 (??/??/92)  299.506  (m)          982.63   (f) ADJ UNCH    1 2
 DG0114
 DG0114.Superseded values are not recommended for survey control.
 DG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0114.See file dsdata.txt to determine how the superseded data were derived.
 DG0114
 DG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4872041031(NAD 83)
 DG0114_MARKER: DD = SURVEY DISK
 DG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0114_STAMPING: B 8
 DG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0114+STABILITY: SURFACE MOTION
 DG0114
 DG0114  HISTORY     - Date     Condition        Report By
 DG0114  HISTORY     - 1973     MONUMENTED       MARTA
 DG0114  HISTORY     - 1973     GOOD             NGS
 DG0114
 DG0114                          STATION DESCRIPTION
 DG0114
 DG0114'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0114'SET A STD. MARTA BRASS DISC ON WEST SIDE OF S.C.L. R/R AT COVENTRY
 DG0114'RD., 5.21 FT N. OF CURB LINE OF COVENTRY RD., 6.0 FT WEST OF
 DG0114'WEST RAIL 29.5 FT S.E. OF MARTA MONUMENT IN SQUARE CONCRETE 41,
 DG0114'31 FT + OR - N.W. OF FIRE HYDRANT.
 DG0114
 DG0114                          STATION RECOVERY (1973)
 DG0114
 DG0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0114'1 MI WNW FROM DECATUR.
 DG0114'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0114'SEABOARD COAST LINE RAILROAD AND THE NORTH SIDE OF COVENTRY ROAD,
 DG0114'ABOUT 1.1 MILES NORTHEAST OF W. HOWARD AVE. MEASURED ALONG THE
 DG0114'TRACKS, APPROXIMATELY 31 FEET NORTHWEST OF A FIRE HYDRANT, 29.5
 DG0114'FEET NORTHWEST OF A 4 INCH X 4 INCH X 2.5 FOOT CONCRETE POST
 DG0114'WHICH HAS A BRASS DISK IN THE SIDE WITH 41 MARKED ON IT, 6.0 FEET
 DG0114'WEST OF THE WEST RAIL, 5.2 FEET NORTH OF THE NORTH CURB LINE OF
 DG0114'COVENTRY ROAD.  THE DISK IS SET ATOP A CONCRETE POST FLUSH WITH
 DG0114'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0813 ***********************************************************************
 CL0813  DESIGNATION -  B 80
 CL0813  PID         -  CL0813
 CL0813  STATE/COUNTY-  GA/MACON
 CL0813  USGS QUAD   -  MARSHALLVILLE (1981)
 CL0813
 CL0813                         *CURRENT SURVEY CONTROL
 CL0813  ___________________________________________________________________
 CL0813* NAD 83(1986)-  32 25 07.     (N)    083 57 30.     (W)     SCALED    
 CL0813* NAVD 88     -       139.030  (meters)     456.13   (feet)  ADJUSTED  
 CL0813  ___________________________________________________________________
 CL0813  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CL0813  DYNAMIC HT  -         138.876 (meters)     455.63  (feet)  COMP
 CL0813  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 CL0813
 CL0813  VERT ORDER  -  SECOND    CLASS 0
 CL0813
 CL0813.The horizontal coordinates were scaled from a topographic map and have
 CL0813.an estimated accuracy of +/- 6 seconds.
 CL0813
 CL0813.The orthometric height was determined by differential leveling
 CL0813.and adjusted by the National Geodetic Survey in June 1991..
 CL0813
 CL0813.The geoid height was determined by GEOID03.
 CL0813
 CL0813.The dynamic height is computed by dividing the NAVD 88
 CL0813.geopotential number by the normal gravity value computed on the
 CL0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0813.degrees latitude (g = 980.6199 gals.).
 CL0813
 CL0813.The modeled gravity was interpolated from observed gravity values.
 CL0813
 CL0813;                    North         East    Units  Estimated Accuracy
 CL0813;SPC GA W     -   268,150.      719,590.      MT  (+/- 180 meters Scaled)
 CL0813
 CL0813                          SUPERSEDED SURVEY CONTROL
 CL0813
 CL0813  NGVD 29 (??/??/92)  139.138  (m)          456.49   (f) ADJ UNCH    2 0
 CL0813
 CL0813.Superseded values are not recommended for survey control.
 CL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0813.See file dsdata.txt to determine how the superseded data were derived.
 CL0813
 CL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR217906(NAD 83)
 CL0813_MARKER: DB = BENCH MARK DISK
 CL0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0813_STAMPING: B 80 1934
 CL0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0813+STABILITY: SURFACE MOTION
 CL0813
 CL0813  HISTORY     - Date     Condition        Report By
 CL0813  HISTORY     - 1934     MONUMENTED       CGS
 CL0813  HISTORY     - 1972     MARK NOT FOUND   NGS
 CL0813
 CL0813                          STATION DESCRIPTION
 CL0813
 CL0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0813'AT WINCHESTER.
 CL0813'AT WINCHESTER, MACON COUNTY, 157 FEET SOUTH OF THE SOUTHEAST
 CL0813'CORNER OF THE CENTRAL OF GEORGIA RAILWAY STATION, 121 FEET NORTH OF
 CL0813'THE CENTER OF A ROAD CROSSING, AND 46.1 FEET WEST OF THE WEST RAIL.
 CL0813'A STANDARD DISK, STAMPED B 80 1934 AND SET IN THE TOP OF A
 CL0813'CONCRETE POST.
 CL0813
 CL0813                          STATION RECOVERY (1972)
 CL0813
 CL0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CL0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0222 ***********************************************************************
 BT0222  DESIGNATION -  B 81
 BT0222  PID         -  BT0222
 BT0222  STATE/COUNTY-  GA/SUMTER
 BT0222  USGS QUAD   -  SMITHVILLE WEST (1973)
 BT0222
 BT0222                         *CURRENT SURVEY CONTROL
 BT0222  ___________________________________________________________________
 BT0222* NAD 83(1986)-  31 57 51.     (N)    084 15 08.     (W)     SCALED    
 BT0222* NAVD 88     -       100.220  (meters)     328.81   (feet)  ADJUSTED  
 BT0222  ___________________________________________________________________
 BT0222  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT0222  DYNAMIC HT  -         100.102 (meters)     328.42  (feet)  COMP
 BT0222  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 BT0222
 BT0222  VERT ORDER  -  SECOND    CLASS 0
 BT0222
 BT0222.The horizontal coordinates were scaled from a topographic map and have
 BT0222.an estimated accuracy of +/- 6 seconds.
 BT0222
 BT0222.The orthometric height was determined by differential leveling
 BT0222.and adjusted by the National Geodetic Survey in June 1991..
 BT0222
 BT0222.The geoid height was determined by GEOID03.
 BT0222
 BT0222.The dynamic height is computed by dividing the NAVD 88
 BT0222.geopotential number by the normal gravity value computed on the
 BT0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0222.degrees latitude (g = 980.6199 gals.).
 BT0222
 BT0222.The modeled gravity was interpolated from observed gravity values.
 BT0222
 BT0222;                    North         East    Units  Estimated Accuracy
 BT0222;SPC GA W     -   217,750.      691,910.      MT  (+/- 180 meters Scaled)
 BT0222
 BT0222                          SUPERSEDED SURVEY CONTROL
 BT0222
 BT0222  NGVD 29 (??/??/92)  100.335  (m)          329.18   (f) ADJ UNCH    2 0
 BT0222
 BT0222.Superseded values are not recommended for survey control.
 BT0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0222.See file dsdata.txt to determine how the superseded data were derived.
 BT0222
 BT0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA596397(NAD 83)
 BT0222_MARKER: DB = BENCH MARK DISK
 BT0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0222_STAMPING: B 81 1934
 BT0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0222+STABILITY: SURFACE MOTION
 BT0222
 BT0222  HISTORY     - Date     Condition        Report By
 BT0222  HISTORY     - 1934     MONUMENTED       CGS
 BT0222  HISTORY     - 1955     MARK NOT FOUND   USGS
 BT0222
 BT0222                          STATION DESCRIPTION
 BT0222
 BT0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0222'1.7 MI NE FROM SUMTER.
 BT0222'ALONG THE CENTRAL OF GEORGIA RAILROAD BETWEEN MONTEZUMA AND
 BT0222'DAWSON, 856 FEET NORTHEAST OF MILE POST 144, 10.5 FEET SOUTH OF
 BT0222'TELEGRAPH POLE MARKED 269/25, 24 FEET WEST OF WEST RAIL, 500 FEET
 BT0222'NORTH MILE POST 144.
 BT0222
 BT0222                          STATION RECOVERY (1955)
 BT0222
 BT0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BT0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0630 ***********************************************************************
 BS0630  DESIGNATION -  B 82
 BS0630  PID         -  BS0630
 BS0630  STATE/COUNTY-  GA/BERRIEN
 BS0630  USGS QUAD   -  NASHVILLE EAST (1978)
 BS0630
 BS0630                         *CURRENT SURVEY CONTROL
 BS0630  ___________________________________________________________________
 BS0630* NAD 83(1986)-  31 12 25.     (N)    083 14 46.     (W)     SCALED    
 BS0630* NAVD 88     -        71.132  (meters)     233.37   (feet)  POSTED    
 BS0630  ___________________________________________________________________
 BS0630  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS0630  DYNAMIC HT  -          71.040 (meters)     233.07  (feet)  COMP
 BS0630  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 BS0630
 BS0630  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BS0630
 BS0630.The horizontal coordinates were scaled from a topographic map and have
 BS0630.an estimated accuracy of +/- 6 seconds.
 BS0630
 BS0630.The orthometric height was determined by differential leveling
 BS0630.and adjusted by the National Geodetic Survey in 1992..
 BS0630.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BS0630.rate of 1.1 thru 2.0 mm/km.
 BS0630
 BS0630.The geoid height was determined by GEOID03.
 BS0630
 BS0630.The dynamic height is computed by dividing the NAVD 88
 BS0630.geopotential number by the normal gravity value computed on the
 BS0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0630.degrees latitude (g = 980.6199 gals.).
 BS0630
 BS0630.The modeled gravity was interpolated from observed gravity values.
 BS0630
 BS0630;                    North         East    Units  Estimated Accuracy
 BS0630;SPC GA W     -   134,160.      787,720.      MT  (+/- 180 meters Scaled)
 BS0630
 BS0630                          SUPERSEDED SURVEY CONTROL
 BS0630
 BS0630  NGVD 29 (??/??/92)   71.338  (m)          234.05   (f) ADJ UNCH    1 2
 BS0630
 BS0630.Superseded values are not recommended for survey control.
 BS0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0630.See file dsdata.txt to determine how the superseded data were derived.
 BS0630
 BS0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ860547(NAD 83)
 BS0630_MARKER: DB = BENCH MARK DISK
 BS0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0630_STAMPING: B 82 1934
 BS0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0630+STABILITY: SURFACE MOTION
 BS0630
 BS0630  HISTORY     - Date     Condition        Report By
 BS0630  HISTORY     - 1934     MONUMENTED       CGS
 BS0630  HISTORY     - 1958     GOOD             NGS
 BS0630  HISTORY     - 1975     MARK NOT FOUND   NGS
 BS0630
 BS0630                          STATION DESCRIPTION
 BS0630
 BS0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BS0630'0.2 MI E FROM NASHVILLE.
 BS0630'ABOUT 0.25 MILES EAST ALONG STATE HIGHWAY 76 FROM THE COURT HOUSE
 BS0630'AT NASHVILLE, AT THE GEORGIA AND FLORIDA RAILROAD STATION, 65
 BS0630'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 BS0630'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 40 1/2 FEET
 BS0630'SOUTH AND ACROSS THE TRACK FROM THE EAST CORNER OF THE STATION,
 BS0630'24 1/2 FEET NORTHEAST OF A RADIO ANTENNA POLE, 8 1/2 FEET
 BS0630'NORTHWEST OF A 16-INCH PINE TREE, 9 FEET SOUTHWEST OF A 16-INCH
 BS0630'PINE TREE, 159 FEET NORTHEAST AND ACROSS HIGHWAY FROM MILE POST
 BS0630'56, 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BS0630'CONCRETE POST PROJECTING 1 INCH.
 BS0630
 BS0630                          STATION RECOVERY (1975)
 BS0630
 BS0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0416 ***********************************************************************
 BS0416  DESIGNATION -  B 83
 BS0416  PID         -  BS0416
 BS0416  STATE/COUNTY-  GA/JEFF DAVIS
 BS0416  USGS QUAD   -  DENTON (1988)
 BS0416
 BS0416                         *CURRENT SURVEY CONTROL
 BS0416  ___________________________________________________________________
 BS0416* NAD 83(1986)-  31 44 33.     (N)    082 41 11.     (W)     SCALED    
 BS0416* NAVD 88     -        77.769  (meters)     255.15   (feet)  ADJUSTED  
 BS0416  ___________________________________________________________________
 BS0416  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BS0416  DYNAMIC HT  -          77.677 (meters)     254.85  (feet)  COMP
 BS0416  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 BS0416
 BS0416  VERT ORDER  -  SECOND    CLASS 0
 BS0416
 BS0416.The horizontal coordinates were scaled from a topographic map and have
 BS0416.an estimated accuracy of +/- 6 seconds.
 BS0416
 BS0416.The orthometric height was determined by differential leveling
 BS0416.and adjusted by the National Geodetic Survey in June 1991..
 BS0416
 BS0416.The geoid height was determined by GEOID03.
 BS0416
 BS0416.The dynamic height is computed by dividing the NAVD 88
 BS0416.geopotential number by the normal gravity value computed on the
 BS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0416.degrees latitude (g = 980.6199 gals.).
 BS0416
 BS0416.The modeled gravity was interpolated from observed gravity values.
 BS0416
 BS0416;                    North         East    Units  Estimated Accuracy
 BS0416;SPC GA E     -   193,280.      150,760.      MT  (+/- 180 meters Scaled)
 BS0416
 BS0416                          SUPERSEDED SURVEY CONTROL
 BS0416
 BS0416  NGVD 29 (??/??/92)   78.024  (m)          255.98   (f) ADJ UNCH    2 0
 BS0416
 BS0416.Superseded values are not recommended for survey control.
 BS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0416.See file dsdata.txt to determine how the superseded data were derived.
 BS0416
 BS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR402131(NAD 83)
 BS0416_MARKER: DB = BENCH MARK DISK
 BS0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0416_STAMPING: B 83 1934
 BS0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0416+STABILITY: SURFACE MOTION
 BS0416
 BS0416  HISTORY     - Date     Condition        Report By
 BS0416  HISTORY     - 1934     MONUMENTED       CGS
 BS0416  HISTORY     - 1962     GOOD             NGS
 BS0416
 BS0416                          STATION DESCRIPTION
 BS0416
 BS0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0416'1.6 MI NE FROM DENTON.
 BS0416'1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 221 FROM THE POST OFFICE
 BS0416'AT DENTON, 110 YARDS EAST OF THE HIGHWAY, ALONG THE GEORGIA AND
 BS0416'FLORIDA RAILROAD, NEAR THE CROSSING OF A SAND ROAD, 20 1/2 FEET
 BS0416'EAST OF THE EAST RAIL, 55 FEET NORTHEAST OF THE CENTER OF THE
 BS0416'ROAD CROSSING THE TRACK, 73 1/2 FEET NORTH OF BENCH MARK 6 J 9
 BS0416'(GGS) DESCRIBED, 57 FEET NORTH-NORTHEAST AND ACROSS THE ROAD FROM
 BS0416'MILEPOST 111, 1/2 FOOT SOUTH OF A STEEL WITNESS POST, 1 FOOT BELOW
 BS0416'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BS0416'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0169 ***********************************************************************
 CL0169  DESIGNATION -  B 85
 CL0169  PID         -  CL0169
 CL0169  STATE/COUNTY-  GA/TATTNALL
 CL0169  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL0169
 CL0169                         *CURRENT SURVEY CONTROL
 CL0169  ___________________________________________________________________
 CL0169* NAD 83(1986)-  32 02 09.     (N)    082 02 03.     (W)     SCALED    
 CL0169* NAVD 88     -        57.240  (meters)     187.79   (feet)  ADJUSTED  
 CL0169  ___________________________________________________________________
 CL0169  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CL0169  DYNAMIC HT  -          57.173 (meters)     187.58  (feet)  COMP
 CL0169  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CL0169
 CL0169  VERT ORDER  -  SECOND    CLASS 0
 CL0169
 CL0169.The horizontal coordinates were scaled from a topographic map and have
 CL0169.an estimated accuracy of +/- 6 seconds.
 CL0169
 CL0169.The orthometric height was determined by differential leveling
 CL0169.and adjusted by the National Geodetic Survey in June 1991..
 CL0169
 CL0169.The geoid height was determined by GEOID03.
 CL0169
 CL0169.The dynamic height is computed by dividing the NAVD 88
 CL0169.geopotential number by the normal gravity value computed on the
 CL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0169.degrees latitude (g = 980.6199 gals.).
 CL0169
 CL0169.The modeled gravity was interpolated from observed gravity values.
 CL0169
 CL0169;                    North         East    Units  Estimated Accuracy
 CL0169;SPC GA E     -   225,700.      212,510.      MT  (+/- 180 meters Scaled)
 CL0169
 CL0169                          SUPERSEDED SURVEY CONTROL
 CL0169
 CL0169  NGVD 29 (??/??/92)   57.464  (m)          188.53   (f) ADJ UNCH    2 0
 CL0169
 CL0169.Superseded values are not recommended for survey control.
 CL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0169.See file dsdata.txt to determine how the superseded data were derived.
 CL0169
 CL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR023448(NAD 83)
 CL0169_MARKER: DB = BENCH MARK DISK
 CL0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0169_STAMPING: B 85 1934
 CL0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0169+STABILITY: SURFACE MOTION
 CL0169
 CL0169  HISTORY     - Date     Condition        Report By
 CL0169  HISTORY     - 1934     MONUMENTED       CGS
 CL0169  HISTORY     - 1962     GOOD             NGS
 CL0169
 CL0169                          STATION DESCRIPTION
 CL0169
 CL0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0169'7.8 MI SE FROM REIDSVILLE.
 CL0169'B 85 1934
 CL0169'ABOUT 6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE COURT HOUSE
 CL0169'AT REIDSVILLE, THENCE 0.8 NORTH ALONG A GRADED ROAD, THENCE 0.4 MILE
 CL0169'SOUTHEAST AND EAST ALONG A GRADED ROAD, THENCE 0.2 MILE SOUTHEAST
 CL0169'ALONG A GRADED ROAD, 0.2 MILE SOUTHWEST OF A ONE-STORY CONCRETE
 CL0169'BLOCK HOUSE 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 39
 CL0169'FEET SOUTHEAST OF TELEPHONE POLE NO. 282, 2 1/2 FEET SOUTHWEST OF
 CL0169'THE LINE OF POLES, 0.8 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT
 CL0169'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0169'3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- NOT LEVELED OVER THIS
 CL0169'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0608 ***********************************************************************
 BE0608  DESIGNATION -  B 87
 BE0608  PID         -  BE0608
 BE0608  STATE/COUNTY-  GA/DECATUR
 BE0608  USGS QUAD   -  CLIMAX NORTH (1974)
 BE0608
 BE0608                         *CURRENT SURVEY CONTROL
 BE0608  ___________________________________________________________________
 BE0608* NAD 83(1986)-  30 52 31.     (N)    084 26 02.     (W)     SCALED    
 BE0608* NAVD 88     -        86.083  (meters)     282.42   (feet)  ADJUSTED  
 BE0608  ___________________________________________________________________
 BE0608  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE0608  DYNAMIC HT  -          85.973 (meters)     282.06  (feet)  COMP
 BE0608  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 BE0608
 BE0608  VERT ORDER  -  SECOND    CLASS 0
 BE0608
 BE0608.The horizontal coordinates were scaled from a topographic map and have
 BE0608.an estimated accuracy of +/- 6 seconds.
 BE0608
 BE0608.The orthometric height was determined by differential leveling
 BE0608.and adjusted by the National Geodetic Survey in June 1991..
 BE0608
 BE0608.The geoid height was determined by GEOID03.
 BE0608
 BE0608.The dynamic height is computed by dividing the NAVD 88
 BE0608.geopotential number by the normal gravity value computed on the
 BE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0608.degrees latitude (g = 980.6199 gals.).
 BE0608
 BE0608.The modeled gravity was interpolated from observed gravity values.
 BE0608
 BE0608;                    North         East    Units  Estimated Accuracy
 BE0608;SPC GA W     -    97,050.      674,450.      MT  (+/- 180 meters Scaled)
 BE0608
 BE0608                          SUPERSEDED SURVEY CONTROL
 BE0608
 BE0608  NGVD 29 (??/??/92)   86.204  (m)          282.82   (f) ADJ UNCH    2 0
 BE0608
 BE0608.Superseded values are not recommended for survey control.
 BE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0608.See file dsdata.txt to determine how the superseded data were derived.
 BE0608
 BE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV453186(NAD 83)
 BE0608_MARKER: DB = BENCH MARK DISK
 BE0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0608_STAMPING: B 87 1934
 BE0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0608+STABILITY: SURFACE MOTION
 BE0608
 BE0608  HISTORY     - Date     Condition        Report By
 BE0608  HISTORY     - 1934     MONUMENTED       CGS
 BE0608  HISTORY     - 1952     MARK NOT FOUND   USGS
 BE0608
 BE0608                          STATION DESCRIPTION
 BE0608
 BE0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BE0608'AT CLIMAX.
 BE0608'AT CLIMAX, DECATUR COUNTY, 76 FEET EAST OF THE NORTHEAST CORNER
 BE0608'OF THE ATLANTIC COAST LINE RAILROAD STATION, 88 FEET SOUTHEAST
 BE0608'OF MILEPOST S 228, AT THE FIRST ROAD CROSSING EAST OF THE STATION,
 BE0608'18 FEET WEST OF THE CENTER LINE OF THE ROAD, 28.8 FEET SOUTH OF
 BE0608'THE SOUTH RAIL OF THE MAIN TRACK, IN THE NORTHEAST CORNER OF A
 BE0608'SMALL PARK SURROUNDED BY A PIPE RAILING, AND ABOUT LEVEL WITH THE
 BE0608'TRACK.  A STANDARD DISK, STAMPED B 87 1934 AND SET IN THE TOP
 BE0608'OF A CONCRETE POST.
 BE0608
 BE0608                          STATION RECOVERY (1952)
 BE0608
 BE0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 BE0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0200 ***********************************************************************
 EE0200  DESIGNATION -  B 89
 EE0200  PID         -  EE0200
 EE0200  STATE/COUNTY-  GA/BARTOW
 EE0200  USGS QUAD   -  WHITE WEST (1981)
 EE0200
 EE0200                         *CURRENT SURVEY CONTROL
 EE0200  ___________________________________________________________________
 EE0200* NAD 83(1986)-  34 16 20.     (N)    084 45 15.     (W)     SCALED    
 EE0200* NAVD 88     -       255.089  (meters)     836.90   (feet)  ADJUSTED  
 EE0200  ___________________________________________________________________
 EE0200  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE0200  DYNAMIC HT  -         254.821 (meters)     836.03  (feet)  COMP
 EE0200  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 EE0200
 EE0200  VERT ORDER  -  SECOND    CLASS 0
 EE0200
 EE0200.The horizontal coordinates were scaled from a topographic map and have
 EE0200.an estimated accuracy of +/- 6 seconds.
 EE0200
 EE0200.The orthometric height was determined by differential leveling
 EE0200.and adjusted by the National Geodetic Survey in June 1991..
 EE0200
 EE0200.The geoid height was determined by GEOID03.
 EE0200
 EE0200.The dynamic height is computed by dividing the NAVD 88
 EE0200.geopotential number by the normal gravity value computed on the
 EE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0200.degrees latitude (g = 980.6199 gals.).
 EE0200
 EE0200.The modeled gravity was interpolated from observed gravity values.
 EE0200
 EE0200;                    North         East    Units  Estimated Accuracy
 EE0200;SPC GA W     -   473,850.      645,900.      MT  (+/- 180 meters Scaled)
 EE0200
 EE0200                          SUPERSEDED SURVEY CONTROL
 EE0200
 EE0200  NGVD 29 (??/??/92)  255.058  (m)          836.80   (f) ADJ UNCH    2 0
 EE0200
 EE0200.Superseded values are not recommended for survey control.
 EE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0200.See file dsdata.txt to determine how the superseded data were derived.
 EE0200
 EE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC067946(NAD 83)
 EE0200_MARKER: DB = BENCH MARK DISK
 EE0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0200_STAMPING: B 89 1934 836.803
 EE0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0200+STABILITY: SURFACE MOTION
 EE0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE0200+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 EE0200
 EE0200  HISTORY     - Date     Condition        Report By
 EE0200  HISTORY     - 1934     MONUMENTED       CGS
 EE0200  HISTORY     - 1972     GOOD             NGS
 EE0200  HISTORY     - 20040311 GOOD             INDIV
 EE0200  HISTORY     - 20040903 GOOD             INDIV
 EE0200  HISTORY     - 20051213 GOOD             GADT
 EE0200  HISTORY     - 20060316 GOOD             STRSMA
 EE0200
 EE0200                          STATION DESCRIPTION
 EE0200
 EE0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0200'0.9 MI SW FROM WHITE.
 EE0200'ABOUT 0.9 MILE SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0200'RAILROAD FROM THE MORE NORTHERLY OF TWO PAVED ROAD CROSSINGS
 EE0200'AT WHITE, 209 FEET NORTHEAST OF MILEPOST L 415, 19 1/2 FEET
 EE0200'NORTHWEST OF THE NORTHWEST RAIL, 75 FEET NORTH OF THE CENTER OF A
 EE0200'CROSSING OF THE RAILROAD AND A PAVED ROAD, 150 FEET EAST AND ACROSS
 EE0200'THE PAVED ROAD FROM THE EAST CORNER OF A CEMETERY, 27 FEET SOUTH
 EE0200'OF A TELEPHONE POLE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 EE0200'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 EE0200'CONCRETE POST THAT PROJECTS 4 INCHES.
 EE0200
 EE0200                          STATION RECOVERY (2004)
 EE0200
 EE0200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MFM)
 EE0200'RECOVERED IN GOOD CONDITION. ADDITIONAL DESCRIPTION FOLLOWS.
 EE0200'MARK IS 10 FEET EAST OF POWER POLE, 10 FEET NBE OF NORTHWEST CORNER OF
 EE0200'HIGHWAY CROSSING CONTROL BOX.
 EE0200
 EE0200                          STATION RECOVERY (2004)
 EE0200
 EE0200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LBS)
 EE0200'RECOVERED AS DESCRIBED
 EE0200
 EE0200                          STATION RECOVERY (2005)
 EE0200
 EE0200'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE0200'THE HIGHWAY CONTROL BOX 10 FEET TO THE SOUTH, AND THE POWER POLE 10
 EE0200'FEET TO THE WEST COULD INTERFERE WITH GPS COVERAGE, HENCE THE REPORT
 EE0200'OF 'DON'T KNOW' FOR SATELLITE COVERAGE.
 EE0200
 EE0200                          STATION RECOVERY (2006)
 EE0200
 EE0200'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0112 ***********************************************************************
 DG0112  DESIGNATION -  B 9
 DG0112  PID         -  DG0112
 DG0112  STATE/COUNTY-  GA/DE KALB
 DG0112  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0112
 DG0112                         *CURRENT SURVEY CONTROL
 DG0112  ___________________________________________________________________
 DG0112* NAD 83(1994)-  33 46 54.06025(N)    084 18 48.21280(W)     ADJUSTED  
 DG0112* NAVD 88     -       297.324  (meters)     975.47   (feet)  ADJUSTED  
 DG0112  ___________________________________________________________________
 DG0112  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG0112  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0112  DYNAMIC HT  -         296.995 (meters)     974.39  (feet)  COMP
 DG0112  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DG0112
 DG0112  HORZ ORDER  -  SECOND
 DG0112  VERT ORDER  -  FIRST     CLASS II
 DG0112
 DG0112.The horizontal coordinates were established by classical geodetic methods
 DG0112.and adjusted by the National Geodetic Survey in September 1997..
 DG0112
 DG0112.The orthometric height was determined by differential leveling
 DG0112.and adjusted by the National Geodetic Survey in June 1991..
 DG0112
 DG0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0112
 DG0112.The geoid height was determined by GEOID03.
 DG0112
 DG0112.The dynamic height is computed by dividing the NAVD 88
 DG0112.geopotential number by the normal gravity value computed on the
 DG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0112.degrees latitude (g = 980.6199 gals.).
 DG0112
 DG0112.The modeled gravity was interpolated from observed gravity values.
 DG0112
 DG0112;                    North         East     Units Scale Factor Converg.
 DG0112;SPC GA W     -   419,300.017   686,411.545   MT  0.99990228   -0 04 53.7
 DG0112;SPC GA W     - 1,375,653.47  2,252,001.88   sFT  0.99990228   -0 04 53.7
 DG0112;UTM  16      - 3,741,194.336   748,770.355   MT  1.00036300   +1 29 40.6
 DG0112
 DG0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0112!SPC GA W     -   0.99995796  x   0.99990228  =   0.99986024
 DG0112!UTM  16      -   0.99995796  x   1.00036300  =   1.00032094
 DG0112
 DG0112|---------------------------------------------------------------------|
 DG0112| PID    Reference Object                     Distance      Geod. Az  |
 DG0112|                                                           dddmmss.s |
 DG0112| DG0114 B 8                                 170.828 METERS 19829     |
 DG0112| CZ2806 B 9 RM 2                             55.299 METERS 20354     |
 DG0112| CZ2805 B 9 RM 1                             26.241 METERS 20354     |
 DG0112|---------------------------------------------------------------------|
 DG0112
 DG0112                          SUPERSEDED SURVEY CONTROL
 DG0112
 DG0112  NAD 83(1986)-  33 46 54.06526(N)    084 18 48.21311(W) AD(       ) 2
 DG0112  NAD 27      -  33 46 53.68923(N)    084 18 48.48960(W) AD(       ) 2
 DG0112  NGVD 29 (??/??/92)  297.247  (m)          975.22   (f) ADJ UNCH    1 2
 DG0112
 DG0112.Superseded values are not recommended for survey control.
 DG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0112.See file dsdata.txt to determine how the superseded data were derived.
 DG0112
 DG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4877041194(NAD 83)
 DG0112_MARKER: DD = SURVEY DISK
 DG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0112_STAMPING: B 9
 DG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0112+STABILITY: SURFACE MOTION
 DG0112
 DG0112  HISTORY     - Date     Condition        Report By
 DG0112  HISTORY     - 1973     MONUMENTED       MARTA
 DG0112  HISTORY     - 1973     GOOD             NGS
 DG0112
 DG0112                          STATION DESCRIPTION
 DG0112
 DG0112'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0112'SET A STD. MARTA BRASS DISC IN CONCRETE MONUMENT ON THE WEST
 DG0112'SIDE OF S.C.L. R/R, 9.60 FT WEST OF WEST RAIL, 35.0 FT NORTH OF
 DG0112'EXTENDED CENTERLINE OF WOODVIEW DR. AND 42 FT + OR - WEST OF
 DG0112'WHITE FENCE POST.
 DG0112
 DG0112                          STATION RECOVERY (1973)
 DG0112
 DG0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0112'1.1 MI WNW FROM DECATUR.
 DG0112'A STANDARD MARTA BRASS DISK SET ALONG THE WEST SIDE OF THE
 DG0112'SEABOARD COAST LINE RAILROAD.  ABOUT 1.2 MILES NORTHEAST OF W.
 DG0112'HOWARD AVE. MEASURED ALONG THE TRACKS, ABOUT 565 FEET
 DG0112'NORTH-NORTHEAST OF THE NORTH EDGE OF COVENTRY ROAD, 42 FEET WEST
 DG0112'OF A WHITE FENCE POST, 35 FEET NORTH OF THE CENTERLINE OF WOODVIEW
 DG0112'DR. (EXTENDED EASTERLY TO THE TRACKS), 9.6 FEET WEST OF THE WEST
 DG0112'RAIL.  THE DISK IS ATOP A POURED CONCRETE POST FLUSH WITH THE
 DG0112'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0784 ***********************************************************************
 DF0784  DESIGNATION -  B 91
 DF0784  PID         -  DF0784
 DF0784  STATE/COUNTY-  GA/BARROW
 DF0784  USGS QUAD   -  WINDER SOUTH (1985)
 DF0784
 DF0784                         *CURRENT SURVEY CONTROL
 DF0784  ___________________________________________________________________
 DF0784* NAD 83(1986)-  33 58 26.     (N)    083 40 46.     (W)     SCALED    
 DF0784* NAVD 88     -       285.454  (meters)     936.53   (feet)  ADJUSTED  
 DF0784  ___________________________________________________________________
 DF0784  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DF0784  DYNAMIC HT  -         285.149 (meters)     935.53  (feet)  COMP
 DF0784  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 DF0784
 DF0784  VERT ORDER  -  SECOND    CLASS 0
 DF0784
 DF0784.The horizontal coordinates were scaled from a topographic map and have
 DF0784.an estimated accuracy of +/- 6 seconds.
 DF0784
 DF0784.The orthometric height was determined by differential leveling
 DF0784.and adjusted by the National Geodetic Survey in June 1991..
 DF0784
 DF0784.The geoid height was determined by GEOID03.
 DF0784
 DF0784.The dynamic height is computed by dividing the NAVD 88
 DF0784.geopotential number by the normal gravity value computed on the
 DF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0784.degrees latitude (g = 980.6199 gals.).
 DF0784
 DF0784.The modeled gravity was interpolated from observed gravity values.
 DF0784
 DF0784;                    North         East    Units  Estimated Accuracy
 DF0784;SPC GA W     -   440,720.      745,020.      MT  (+/- 180 meters Scaled)
 DF0784
 DF0784                          SUPERSEDED SURVEY CONTROL
 DF0784
 DF0784  NGVD 29 (??/??/92)  285.470  (m)          936.58   (f) ADJ UNCH    2 0
 DF0784
 DF0784.Superseded values are not recommended for survey control.
 DF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0784.See file dsdata.txt to determine how the superseded data were derived.
 DF0784
 DF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT524624(NAD 83)
 DF0784_MARKER: DB = BENCH MARK DISK
 DF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0784_STAMPING: B 91 1934 936.579
 DF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0784+STABILITY: SURFACE MOTION
 DF0784
 DF0784  HISTORY     - Date     Condition        Report By
 DF0784  HISTORY     - 1934     MONUMENTED       CGS
 DF0784  HISTORY     - 1953     GOOD             NGS
 DF0784
 DF0784                          STATION DESCRIPTION
 DF0784
 DF0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0784'3 MI SE FROM WINDER.
 DF0784'CORRECTION-- MARK IS NORTH, NOT SOUTH, OF THE TRACKS.  LOCATED
 DF0784'ABOUT 3.0 MILES SOUTHEAST OF THE STATION IN WINDER, ALONG THE
 DF0784'SEABOARD AIRLINE RAILROAD, 155 YARDS WEST OF MILEPOST 524, 72
 DF0784'YARDS SOUTH OF THE CHRISTIAN CHAPEL CHURCH, 42 FEET NORTHWEST OF THE
 DF0784'CENTER OF A ROAD CROSSING, 19 FEET NORTH OF THE NORTH RAIL OF
 DF0784'THE MAIN LINE, AND 15 FEET WEST OF A RAILROAD CROSSING SIGN.  IT
 DF0784'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 DF0784'6 INCHES AND 2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0129 ***********************************************************************
 EE0129  DESIGNATION -  B 92
 EE0129  PID         -  EE0129
 EE0129  STATE/COUNTY-  GA/FORSYTH
 EE0129  USGS QUAD   -  CUMMING (1992)
 EE0129
 EE0129                         *CURRENT SURVEY CONTROL
 EE0129  ___________________________________________________________________
 EE0129* NAD 83(1986)-  34 11 55.     (N)    084 08 04.     (W)     SCALED    
 EE0129* NAVD 88     -       379.499  (meters)    1245.07   (feet)  ADJUSTED  
 EE0129  ___________________________________________________________________
 EE0129  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE0129  DYNAMIC HT  -         379.086 (meters)    1243.72  (feet)  COMP
 EE0129  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 EE0129
 EE0129  VERT ORDER  -  SECOND    CLASS 0
 EE0129
 EE0129.The horizontal coordinates were scaled from a topographic map and have
 EE0129.an estimated accuracy of +/- 6 seconds.
 EE0129
 EE0129.The orthometric height was determined by differential leveling
 EE0129.and adjusted by the National Geodetic Survey in June 1991..
 EE0129
 EE0129.The geoid height was determined by GEOID03.
 EE0129
 EE0129.The dynamic height is computed by dividing the NAVD 88
 EE0129.geopotential number by the normal gravity value computed on the
 EE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0129.degrees latitude (g = 980.6199 gals.).
 EE0129
 EE0129.The modeled gravity was interpolated from observed gravity values.
 EE0129
 EE0129;                    North         East    Units  Estimated Accuracy
 EE0129;SPC GA W     -   465,530.      702,970.      MT  (+/- 180 meters Scaled)
 EE0129
 EE0129                          SUPERSEDED SURVEY CONTROL
 EE0129
 EE0129  NGVD 29 (??/??/92)  379.46   (m)         1244.9    (f) COMPUTED    2 0
 EE0129
 EE0129.Superseded values are not recommended for survey control.
 EE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0129.See file dsdata.txt to determine how the superseded data were derived.
 EE0129
 EE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC640878(NAD 83)
 EE0129_MARKER: DB = BENCH MARK DISK
 EE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0129_STAMPING: B 92 1934
 EE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0129+STABILITY: SURFACE MOTION
 EE0129
 EE0129  HISTORY     - Date     Condition        Report By
 EE0129  HISTORY     - 1934     MONUMENTED       CGS
 EE0129
 EE0129                          STATION DESCRIPTION
 EE0129
 EE0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE0129'1.8 MI SE FROM CUMMING.
 EE0129'B-92 IS LOCATED 1.8 MILES SOUTHEAST OF THE CUMMING POST OFFICE, 23
 EE0129'FEET SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 20.  STANDARD
 EE0129'TABLET SET IN TOP OF CONCRETE POST 7 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0583 ***********************************************************************
 DF0583  DESIGNATION -  B 95
 DF0583  PID         -  DF0583
 DF0583  STATE/COUNTY-  GA/HANCOCK
 DF0583  USGS QUAD   -  WHITE PLAINS (1981)
 DF0583
 DF0583                         *CURRENT SURVEY CONTROL
 DF0583  ___________________________________________________________________
 DF0583* NAD 83(1986)-  33 25 06.     (N)    083 02 23.     (W)     SCALED    
 DF0583* NAVD 88     -       188.819  (meters)     619.48   (feet)  ADJUSTED  
 DF0583  ___________________________________________________________________
 DF0583  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF0583  DYNAMIC HT  -         188.618 (meters)     618.82  (feet)  COMP
 DF0583  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 DF0583
 DF0583  VERT ORDER  -  SECOND    CLASS 0
 DF0583
 DF0583.The horizontal coordinates were scaled from a topographic map and have
 DF0583.an estimated accuracy of +/- 6 seconds.
 DF0583
 DF0583.The orthometric height was determined by differential leveling
 DF0583.and adjusted by the National Geodetic Survey in June 1991..
 DF0583
 DF0583.The geoid height was determined by GEOID03.
 DF0583
 DF0583.The dynamic height is computed by dividing the NAVD 88
 DF0583.geopotential number by the normal gravity value computed on the
 DF0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0583.degrees latitude (g = 980.6199 gals.).
 DF0583
 DF0583.The modeled gravity was interpolated from observed gravity values.
 DF0583
 DF0583;                    North         East    Units  Estimated Accuracy
 DF0583;SPC GA E     -   379,330.      118,800.      MT  (+/- 180 meters Scaled)
 DF0583
 DF0583                          SUPERSEDED SURVEY CONTROL
 DF0583
 DF0583  NGVD 29 (??/??/92)  188.948  (m)          619.91   (f) ADJ UNCH    2 0
 DF0583
 DF0583.Superseded values are not recommended for survey control.
 DF0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0583.See file dsdata.txt to determine how the superseded data were derived.
 DF0583
 DF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS103995(NAD 83)
 DF0583_MARKER: DB = BENCH MARK DISK
 DF0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0583_STAMPING: B 95 1934 619.907
 DF0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0583+STABILITY: SURFACE MOTION
 DF0583
 DF0583  HISTORY     - Date     Condition        Report By
 DF0583  HISTORY     - 1934     MONUMENTED       CGS
 DF0583  HISTORY     - 1955     GOOD             NGS
 DF0583  HISTORY     - 1976     GOOD             NGS
 DF0583
 DF0583                          STATION DESCRIPTION
 DF0583
 DF0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0583'4 MI SSE FROM WHITE PLAINS.
 DF0583'IN HANCOCK COUNTY, ABOUT 4.3 MILES S ALONG NO. 15 GEORGIA HIGHWAY
 DF0583'FROM THE MAIN CORNER IN WHITE PLAINS, GREENE COUNTY, THENCE
 DF0583'NE 0.55 MILE ON A SECONDARY ROAD TO THE MARK ON THE RIGHT, AN
 DF0583'ESTIMATED 250 YARDS SW OF A CONCRETE BLOCK FOUNDATION HOUSE,
 DF0583'168 FEET NE OF THE SE END OF 18-INCH CONCRETE PIPE CULVERT, 83
 DF0583'FEET SW OF THE CENTER OF A TENANT HOUSE DRIVEWAY, 23 FEET SE OF THE
 DF0583'CENTER OF COUNTY ROAD, 10 FEET NW OF A FENCE, AND 0.3 FOOT
 DF0583'HIGHER THAN THE ROAD SURFACE.  A STANDARD DISK IS STAMPED
 DF0583'B 95 1934 619.907 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS
 DF0583'0.3 FOOT.
 DF0583
 DF0583                          STATION RECOVERY (1976)
 DF0583
 DF0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0980 ***********************************************************************
 BS0980  DESIGNATION -  B 96
 BS0980  PID         -  BS0980
 BS0980  STATE/COUNTY-  GA/WILCOX
 BS0980  USGS QUAD   -  PENIA (1977)
 BS0980
 BS0980                         *CURRENT SURVEY CONTROL
 BS0980  ___________________________________________________________________
 BS0980* NAD 83(1986)-  31 57 52.     (N)    083 37 44.     (W)     SCALED    
 BS0980* NAVD 88     -       114.486  (meters)     375.61   (feet)  ADJUSTED  
 BS0980  ___________________________________________________________________
 BS0980  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BS0980  DYNAMIC HT  -         114.351 (meters)     375.17  (feet)  COMP
 BS0980  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 BS0980
 BS0980  VERT ORDER  -  SECOND    CLASS 0
 BS0980
 BS0980.The horizontal coordinates were scaled from a topographic map and have
 BS0980.an estimated accuracy of +/- 6 seconds.
 BS0980
 BS0980.The orthometric height was determined by differential leveling
 BS0980.and adjusted by the National Geodetic Survey in June 1991..
 BS0980
 BS0980.The geoid height was determined by GEOID03.
 BS0980
 BS0980.The dynamic height is computed by dividing the NAVD 88
 BS0980.geopotential number by the normal gravity value computed on the
 BS0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0980.degrees latitude (g = 980.6199 gals.).
 BS0980
 BS0980.The modeled gravity was interpolated from observed gravity values.
 BS0980
 BS0980;                    North         East    Units  Estimated Accuracy
 BS0980;SPC GA W     -   217,900.      750,830.      MT  (+/- 180 meters Scaled)
 BS0980
 BS0980                          SUPERSEDED SURVEY CONTROL
 BS0980
 BS0980  NGVD 29 (??/??/92)  114.663  (m)          376.19   (f) ADJ UNCH    2 0
 BS0980
 BS0980.Superseded values are not recommended for survey control.
 BS0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0980.See file dsdata.txt to determine how the superseded data were derived.
 BS0980
 BS0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR515395(NAD 83)
 BS0980_MARKER: DB = BENCH MARK DISK
 BS0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0980_STAMPING: B 96 1934
 BS0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0980+STABILITY: SURFACE MOTION
 BS0980
 BS0980  HISTORY     - Date     Condition        Report By
 BS0980  HISTORY     - 1934     MONUMENTED       CGS
 BS0980  HISTORY     - 1972     MARK NOT FOUND   USGS
 BS0980
 BS0980                          STATION DESCRIPTION
 BS0980
 BS0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0980'1.7 MI W FROM SEVILLE.
 BS0980'ABOUT 1.7 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BS0980'THE STATION AT SEVILLE, WILCOX COUNTY, ABOUT 30 YARDS WEST OF THE
 BS0980'CENTER OF THE CROSSING OF STATE HIGHWAY 30, ABOUT 25 YARDS EAST
 BS0980'OF THE SWITCH AT THE EAST END OF A SIDETRACK, AND 24.5 FEET
 BS0980'NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 BS0980'STAMPED B 96 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0980'ABOUT 5 INCHES ABOVE GROUND.
 BS0980
 BS0980                          STATION RECOVERY (1972)
 BS0980
 BS0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BS0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0272 ***********************************************************************
 CM0272  DESIGNATION -  B 97
 CM0272  PID         -  CM0272
 CM0272  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM0272  USGS QUAD   -  GLEN ALTA (1983)
 CM0272
 CM0272                         *CURRENT SURVEY CONTROL
 CM0272  ___________________________________________________________________
 CM0272* NAD 83(1986)-  32 19 34.     (N)    084 43 52.     (W)     SCALED    
 CM0272* NAVD 88     -       111.515  (meters)     365.86   (feet)  ADJUSTED  
 CM0272  ___________________________________________________________________
 CM0272  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0272  DYNAMIC HT  -         111.387 (meters)     365.44  (feet)  COMP
 CM0272  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CM0272
 CM0272  VERT ORDER  -  SECOND    CLASS 0
 CM0272
 CM0272.The horizontal coordinates were scaled from a topographic map and have
 CM0272.an estimated accuracy of +/- 6 seconds.
 CM0272
 CM0272.The orthometric height was determined by differential leveling
 CM0272.and adjusted by the National Geodetic Survey in June 1991..
 CM0272
 CM0272.The geoid height was determined by GEOID03.
 CM0272
 CM0272.The dynamic height is computed by dividing the NAVD 88
 CM0272.geopotential number by the normal gravity value computed on the
 CM0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0272.degrees latitude (g = 980.6199 gals.).
 CM0272
 CM0272.The modeled gravity was interpolated from observed gravity values.
 CM0272
 CM0272;                    North         East    Units  Estimated Accuracy
 CM0272;SPC GA W     -   258,020.      646,860.      MT  (+/- 180 meters Scaled)
 CM0272
 CM0272                          SUPERSEDED SURVEY CONTROL
 CM0272
 CM0272  NGVD 29 (??/??/92)  111.573  (m)          366.05   (f) ADJ UNCH    2 0
 CM0272
 CM0272.Superseded values are not recommended for survey control.
 CM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0272.See file dsdata.txt to determine how the superseded data were derived.
 CM0272
 CM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA135788(NAD 83)
 CM0272_MARKER: DB = BENCH MARK DISK
 CM0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0272_STAMPING: B 97 1934
 CM0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0272+STABILITY: SURFACE MOTION
 CM0272
 CM0272  HISTORY     - Date     Condition        Report By
 CM0272  HISTORY     - 1934     MONUMENTED       CGS
 CM0272  HISTORY     - 1958     GOOD             NGS
 CM0272
 CM0272                          STATION DESCRIPTION
 CM0272
 CM0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0272'3.6 MI NE FROM CUSSETA.
 CM0272'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 26 FROM THE COURT HOUSE
 CM0272'AT CUSSETA, THENCE 1.05 MILES NORTH ALONG A GRADED ROAD, ALONG
 CM0272'THE CENTRAL OF GEORGIA RAILWAY, ABOUT 6 39-FOOT RAILS EAST OF
 CM0272'MILE POST C 20, 16 1/2 FEET SOUTH OF THE SOUTH RAIL, 64 FEET WEST
 CM0272'OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTHWEST OF THE CENTER
 CM0272'LINE OF THE CROSSING, 41 FEET EAST OF THE FIRST TELEPHONE POLE
 CM0272'WEST OF THE CROSSING, 2 FEET EAST OF A CONCRETE WITNESS POST,
 CM0272'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 CM0272'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0263 ***********************************************************************
 BT0263  DESIGNATION -  B 98
 BT0263  PID         -  BT0263
 BT0263  STATE/COUNTY-  GA/DOUGHERTY
 BT0263  USGS QUAD   -  PRETORIA (1988)
 BT0263
 BT0263                         *CURRENT SURVEY CONTROL
 BT0263  ___________________________________________________________________
 BT0263* NAD 83(1986)-  31 32 49.     (N)    084 17 30.     (W)     SCALED    
 BT0263* NAVD 88     -        57.610  (meters)     189.01   (feet)  POSTED    
 BT0263  ___________________________________________________________________
 BT0263  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT0263  DYNAMIC HT  -          57.540 (meters)     188.78  (feet)  COMP
 BT0263  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 BT0263
 BT0263  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BT0263
 BT0263.The horizontal coordinates were scaled from a topographic map and have
 BT0263.an estimated accuracy of +/- 6 seconds.
 BT0263
 BT0263.The orthometric height was determined by differential leveling
 BT0263.and adjusted by the National Geodetic Survey in 1992..
 BT0263.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BT0263.rate of 3.1 thru 4.0 mm/km.
 BT0263
 BT0263.The geoid height was determined by GEOID03.
 BT0263
 BT0263.The dynamic height is computed by dividing the NAVD 88
 BT0263.geopotential number by the normal gravity value computed on the
 BT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0263.degrees latitude (g = 980.6199 gals.).
 BT0263
 BT0263.The modeled gravity was interpolated from observed gravity values.
 BT0263
 BT0263;                    North         East    Units  Estimated Accuracy
 BT0263;SPC GA W     -   171,490.      688,130.      MT  (+/- 180 meters Scaled)
 BT0263
 BT0263                          SUPERSEDED SURVEY CONTROL
 BT0263
 BT0263  NGVD 29 (??/??/92)   57.779  (m)          189.56   (f) ADJ UNCH    2 0
 BT0263
 BT0263.Superseded values are not recommended for survey control.
 BT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0263.See file dsdata.txt to determine how the superseded data were derived.
 BT0263
 BT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV571934(NAD 83)
 BT0263_MARKER: DB = BENCH MARK DISK
 BT0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0263_STAMPING: B 98 1934
 BT0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0263+STABILITY: SURFACE MOTION
 BT0263
 BT0263  HISTORY     - Date     Condition        Report By
 BT0263  HISTORY     - 1934     MONUMENTED       CGS
 BT0263  HISTORY     - 1937     MARK NOT FOUND   NGS
 BT0263
 BT0263                          STATION DESCRIPTION
 BT0263
 BT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0263'2 MI E FROM WALKER.
 BT0263'B-98 IS LOCATED 2 MILES EAST OF THE RAILWAY STATION AT WALKER,
 BT0263'3 TELEGRAPH POLES WEST OF MILE POST 144, 17.7 FT. NORTH OF
 BT0263'NORTH RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF A CONCRETE
 BT0263'POST 6 INCHES HIGH.
 BT0263
 BT0263                          STATION RECOVERY (1937)
 BT0263
 BT0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 BT0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0398 ***********************************************************************
 BT0398  DESIGNATION -  B 99
 BT0398  PID         -  BT0398
 BT0398  STATE/COUNTY-  GA/MILLER
 BT0398  USGS QUAD   -  COOKTOWN (1974)
 BT0398
 BT0398                         *CURRENT SURVEY CONTROL
 BT0398  ___________________________________________________________________
 BT0398* NAD 83(1986)-  31 11 07.     (N)    084 35 58.     (W)     SCALED    
 BT0398* NAVD 88     -        49.331  (meters)     161.85   (feet)  POSTED    
 BT0398  ___________________________________________________________________
 BT0398  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BT0398  DYNAMIC HT  -          49.270 (meters)     161.65  (feet)  COMP
 BT0398  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 BT0398
 BT0398  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BT0398
 BT0398.The horizontal coordinates were scaled from a topographic map and have
 BT0398.an estimated accuracy of +/- 6 seconds.
 BT0398
 BT0398.The orthometric height was determined by differential leveling
 BT0398.and adjusted by the National Geodetic Survey in 1992..
 BT0398.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BT0398.rate of 0.0 thru 1.0 mm/km.
 BT0398
 BT0398.The geoid height was determined by GEOID03.
 BT0398
 BT0398.The dynamic height is computed by dividing the NAVD 88
 BT0398.geopotential number by the normal gravity value computed on the
 BT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0398.degrees latitude (g = 980.6199 gals.).
 BT0398
 BT0398.The modeled gravity was interpolated from observed gravity values.
 BT0398
 BT0398;                    North         East    Units  Estimated Accuracy
 BT0398;SPC GA W     -   131,470.      658,750.      MT  (+/- 180 meters Scaled)
 BT0398
 BT0398                          SUPERSEDED SURVEY CONTROL
 BT0398
 BT0398  NGVD 29 (??/??/92)   49.422  (m)          162.15   (f) ADJ UNCH    2 0
 BT0398
 BT0398.Superseded values are not recommended for survey control.
 BT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0398.See file dsdata.txt to determine how the superseded data were derived.
 BT0398
 BT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV287526(NAD 83)
 BT0398_MARKER: DB = BENCH MARK DISK
 BT0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0398_STAMPING: B 99 1934
 BT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0398+STABILITY: SURFACE MOTION
 BT0398
 BT0398  HISTORY     - Date     Condition        Report By
 BT0398  HISTORY     - 1934     MONUMENTED       CGS
 BT0398  HISTORY     - 1958     MARK NOT FOUND   NGS
 BT0398
 BT0398                          STATION DESCRIPTION
 BT0398
 BT0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0398'7.3 MI NE FROM COLQUITT.
 BT0398'7.3 MILES NORTHEAST ALONG THE 1934 LOCATION OF STATE HIGHWAY 91
 BT0398'FROM THE SEABOARD AIR LINE RAILROAD STATION AT COLQUITT, MILLER
 BT0398'COUNTY, 35 YARDS WEST OF A FENCE CORNER, AND 24 FEET NORTH OF THE
 BT0398'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 99 1934 AND
 BT0398'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0622 ***********************************************************************
 EE0622  DESIGNATION -  B GAGS
 EE0622  PID         -  EE0622
 EE0622  STATE/COUNTY-  GA/POLK
 EE0622  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE0622
 EE0622                         *CURRENT SURVEY CONTROL
 EE0622  ___________________________________________________________________
 EE0622* NAD 83(1986)-  34 00 47.     (N)    085 15 24.     (W)     SCALED    
 EE0622* NAVD 88     -       241.654  (meters)     792.83   (feet)  ADJUSTED  
 EE0622  ___________________________________________________________________
 EE0622  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE0622  DYNAMIC HT  -         241.400 (meters)     791.99  (feet)  COMP
 EE0622  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 EE0622
 EE0622  VERT ORDER  -  FIRST     CLASS II
 EE0622
 EE0622.The horizontal coordinates were scaled from a topographic map and have
 EE0622.an estimated accuracy of +/- 6 seconds.
 EE0622
 EE0622.The orthometric height was determined by differential leveling
 EE0622.and adjusted by the National Geodetic Survey in June 1991..
 EE0622.WARNING-Repeat measurements at this control monument indicate possible
 EE0622.vertical movement.
 EE0622
 EE0622.The geoid height was determined by GEOID03.
 EE0622
 EE0622.The dynamic height is computed by dividing the NAVD 88
 EE0622.geopotential number by the normal gravity value computed on the
 EE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0622.degrees latitude (g = 980.6199 gals.).
 EE0622
 EE0622.The modeled gravity was interpolated from observed gravity values.
 EE0622
 EE0622;                    North         East    Units  Estimated Accuracy
 EE0622;SPC GA W     -   445,490.      599,320.      MT  (+/- 180 meters Scaled)
 EE0622
 EE0622                          SUPERSEDED SURVEY CONTROL
 EE0622
 EE0622  NGVD 29 (??/??/92)  241.58   (m)          792.6    (f) COMPUTED    1 2
 EE0622
 EE0622.Superseded values are not recommended for survey control.
 EE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0622.See file dsdata.txt to determine how the superseded data were derived.
 EE0622
 EE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC609649(NAD 83)
 EE0622_MARKER: DD = SURVEY DISK
 EE0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0622_STAMPING: B
 EE0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0622+STABILITY: SURFACE MOTION
 EE0622
 EE0622  HISTORY     - Date     Condition        Report By
 EE0622  HISTORY     - UNK      MONUMENTED       GAGS
 EE0622  HISTORY     - 1948     GOOD             NGS
 EE0622  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0622  HISTORY     - 1980     MARK NOT FOUND   NGS
 EE0622
 EE0622                          STATION DESCRIPTION
 EE0622
 EE0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0622'AT CEDARTOWN.
 EE0622'AT CEDARTOWN, NEAR THE SOUTHWEST CORNER OF A CONCRETE RETAINING
 EE0622'CURB AROUND THE POLK COUNTY COURTHOUSE YARD, 21 FEET NORTH OF
 EE0622'THE SOUTH CURB, 40 FEET EAST OF THE WEST CURB, 5 FEET NORTHEAST
 EE0622'OF THE EAST CORNER OF A CONCRETE PLATFORM (FORMER WAR MEMORIAL),
 EE0622'12 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A WALK, LEVEL WITH THE
 EE0622'CONCRETE WALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EE0622'INCHES.  THE LETTER B WAS STAMPED ON THE DISK BY THIS PARTY.
 EE0622
 EE0622                          STATION RECOVERY (1972)
 EE0622
 EE0622'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0622'MARK NOT FOUND.
 EE0622
 EE0622                          STATION RECOVERY (1980)
 EE0622
 EE0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EE0622'NOT RECOVERED, A NEW COURTHOUSE WAS BUILT IN 1951 AND DESCRIPTION IS
 EE0622'NOT ADEQUATE ENOUGH TO LOCATE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4059 ***********************************************************************
 CK4059  DESIGNATION -  BACK 1934
 CK4059  PID         -  CK4059
 CK4059  STATE/COUNTY-  GA/CHATHAM
 CK4059  USGS QUAD   -  PORT WENTWORTH (1993)
 CK4059
 CK4059                         *CURRENT SURVEY CONTROL
 CK4059  ___________________________________________________________________
 CK4059* NAD 83(1994)-  32 09 57.23768(N)    081 07 42.74101(W)     ADJUSTED  
 CK4059* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 CK4059  ___________________________________________________________________
 CK4059  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK4059  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 CK4059
 CK4059  HORZ ORDER  -  THIRD
 CK4059
 CK4059.The horizontal coordinates were established by classical geodetic methods
 CK4059.and adjusted by the National Geodetic Survey in September 1997..
 CK4059
 CK4059.The orthometric height was scaled from a topographic map.
 CK4059
 CK4059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4059
 CK4059.The geoid height was determined by GEOID03.
 CK4059
 CK4059;                    North         East     Units Scale Factor Converg.
 CK4059;SPC GA E     -   240,583.569   297,911.435   MT  1.00001819   +0 33 09.8
 CK4059;SPC GA E     -   789,314.59    977,397.77   sFT  1.00001819   +0 33 09.8
 CK4059;SPC SC       -    36,892.653   597,474.225   MT  1.00013435   -0 04 16.5
 CK4059;SPC SC       -   121,038.89  1,960,217.27   iFT  1.00013435   -0 04 16.5
 CK4059;UTM  17      - 3,558,831.863   487,880.696   MT  0.99960181   -0 04 06.4
 CK4059
 CK4059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4059!SPC GA E     -   1.00000478  x   1.00001819  =   1.00002297
 CK4059!SPC SC       -   1.00000478  x   1.00013435  =   1.00013913
 CK4059!UTM  17      -   1.00000478  x   0.99960181  =   0.99960659
 CK4059
 CK4059                          SUPERSEDED SURVEY CONTROL
 CK4059
 CK4059  NAD 83(1986)-  32 09 57.25173(N)    081 07 42.75389(W) AD(       ) 3
 CK4059  NAD 27      -  32 09 56.52800(N)    081 07 43.35400(W) AD(       ) 3
 CK4059
 CK4059.Superseded values are not recommended for survey control.
 CK4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4059.See file dsdata.txt to determine how the superseded data were derived.
 CK4059
 CK4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8788158832(NAD 83)
 CK4059_MARKER: Z = SEE DESCRIPTION
 CK4059_SETTING: 0 = UNSPECIFIED SETTING
 CK4059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4059
 CK4059  HISTORY     - Date     Condition        Report By
 CK4059  HISTORY     - 1934     MONUMENTED       CGS
 CK4059  HISTORY     - 1955     MARK NOT FOUND   USGS
 CK4059
 CK4059                          STATION DESCRIPTION
 CK4059
 CK4059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4059'STATION IS ON N SIDE OF HIGHWAY BRIDGE ACROSS BACK RIVER AND IS
 CK4059'105 PILASTER FROM E END AND ABOUT 5 FT N OF PILING AT THIS
 CK4059'PILASTER.
 CK4059'
 CK4059'R.M. IS ON N SIDE OF E ABUTMENT OF BRIDGE AND IS MARKED BACK
 CK4059'NO. 1, 1934.
 CK4059'
 CK4059'UNABLE TO OCCUPY STATION TO GET DIRECTION TO R.M.
 CK4059
 CK4059                          STATION RECOVERY (1955)
 CK4059
 CK4059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CK4059'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1315 ***********************************************************************
 BR1315  DESIGNATION -  BACK RIVER DRAW BRIDGE CENTER
 BR1315  PID         -  BR1315
 BR1315  STATE/COUNTY-  GA/GLYNN
 BR1315  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1315
 BR1315                         *CURRENT SURVEY CONTROL
 BR1315  ___________________________________________________________________
 BR1315* NAD 83(1994)-  31 09 51.57893(N)    081 26 46.27016(W)     ADJUSTED  
 BR1315* NAVD 88     -                                                        
 BR1315  ___________________________________________________________________
 BR1315  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BR1315  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 BR1315
 BR1315  HORZ ORDER  -  THIRD
 BR1315
 BR1315.The horizontal coordinates were established by classical geodetic methods
 BR1315.and adjusted by the National Geodetic Survey in September 1997..
 BR1315
 BR1315
 BR1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1315
 BR1315.The geoid height was determined by GEOID03.
 BR1315
 BR1315;                    North         East     Units Scale Factor Converg.
 BR1315;SPC GA E     -   129,290.635   268,684.661   MT  0.99995817   +0 22 22.3
 BR1315;SPC GA E     -   424,181.02    881,509.59   sFT  0.99995817   +0 22 22.3
 BR1315;UTM  17      - 3,447,899.461   457,477.383   MT  0.99962230   -0 13 51.2
 BR1315
 BR1315                          SUPERSEDED SURVEY CONTROL
 BR1315
 BR1315  NAD 83(1986)-  31 09 51.59040(N)    081 26 46.27342(W) AD(       ) 4
 BR1315  NAD 27      -  31 09 50.76400(N)    081 26 46.92400(W) AD(       ) 3
 BR1315
 BR1315.Superseded values are not recommended for survey control.
 BR1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1315.See file dsdata.txt to determine how the superseded data were derived.
 BR1315
 BR1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5747747899(NAD 83)
 BR1315
 BR1315  HISTORY     - Date     Condition        Report By
 BR1315  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1315  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BR1315
 BR1315                          STATION DESCRIPTION
 BR1315
 BR1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1315'(NO PREVIOUS DESCRIPTION)--STATION DESTROYED.  A NEW BRIDGE WAS
 BR1315'BUILT APPROXIMATELY 200 FT. TO THE N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1747 ***********************************************************************
 BT1747  DESIGNATION -  BACONTON E MUN TANK
 BT1747  PID         -  BT1747
 BT1747  STATE/COUNTY-  GA/MITCHELL
 BT1747  USGS QUAD   -  BACONTON NORTH (1983)
 BT1747
 BT1747                         *CURRENT SURVEY CONTROL
 BT1747  ___________________________________________________________________
 BT1747* NAD 83(1994)-  31 22 32.75510(N)    084 09 38.25247(W)     ADJUSTED  
 BT1747* NAVD 88     -                                                        
 BT1747  ___________________________________________________________________
 BT1747  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BT1747  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BT1747
 BT1747  HORZ ORDER  -  THIRD
 BT1747
 BT1747.The horizontal coordinates were established by classical geodetic methods
 BT1747.and adjusted by the National Geodetic Survey in September 1997..
 BT1747.No horizontal observational check was made to the station.
 BT1747
 BT1747
 BT1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1747
 BT1747.The geoid height was determined by GEOID03.
 BT1747
 BT1747;                    North         East     Units Scale Factor Converg.
 BT1747;SPC GA W     -   152,507.803   700,574.607   MT  0.99990000   +0 00 11.3
 BT1747;SPC GA W     -   500,352.68  2,298,468.52   sFT  0.99990000   +0 00 11.3
 BT1747;UTM  16      - 3,474,732.950   770,046.133   MT  1.00049957   +1 28 45.2
 BT1747
 BT1747                          SUPERSEDED SURVEY CONTROL
 BT1747
 BT1747  NAD 83(1986)-  31 22 32.76131(N)    084 09 38.25734(W) AD(       ) 4
 BT1747  NAD 27      -  31 22 32.11941(N)    084 09 38.59224(W) AD(       ) 3
 BT1747
 BT1747.Superseded values are not recommended for survey control.
 BT1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1747.See file dsdata.txt to determine how the superseded data were derived.
 BT1747
 BT1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7004674733(NAD 83)
 BT1747_MARKER: 53 = ELEVATED TANK
 BT1747
 BT1747  HISTORY     - Date     Condition        Report By
 BT1747  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1747
 BT1747                          STATION DESCRIPTION
 BT1747
 BT1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1747'THE STATION IS THE BALL AT THE TOP AND CENTER OF A WATER TANK
 BT1747'THAT HAS A CONICAL TOP, CYLINDRICAL SIDES AND HEMISPHERICAL
 BT1747'BOTTOM.  IT IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS
 BT1747'APPROXIMATELY 100 FEET HIGH.  THE TANK IS SILVER IN COLOR AND IS
 BT1747'OWNED BY THE TOWN OF BACONTON.
 BT1747'
 BT1747'STATION IS LOCATED ABOUT 85 YARDS SOUTHEAST OF THE POST OFFICE
 BT1747'IN BACONTON, 185 FEET SOUTH OF THE CENTER OF WALTON STREET AND
 BT1747'50 FEET EAST OF THE CENTER OF PEACHTREE STREET.  THE COMPLETE
 BT1747'NAME OF THE STATION IS BACONTON EAST MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1749 ***********************************************************************
 BT1749  DESIGNATION -  BACONTON W MUN TANK
 BT1749  PID         -  BT1749
 BT1749  STATE/COUNTY-  GA/MITCHELL
 BT1749  USGS QUAD   -  BACONTON NORTH (1983)
 BT1749
 BT1749                         *CURRENT SURVEY CONTROL
 BT1749  ___________________________________________________________________
 BT1749* NAD 83(1994)-  31 22 35.68180(N)    084 09 52.92997(W)     ADJUSTED  
 BT1749* NAVD 88     -                                                        
 BT1749  ___________________________________________________________________
 BT1749  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BT1749  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BT1749
 BT1749  HORZ ORDER  -  THIRD
 BT1749
 BT1749.The horizontal coordinates were established by classical geodetic methods
 BT1749.and adjusted by the National Geodetic Survey in September 1997..
 BT1749.No horizontal observational check was made to the station.
 BT1749
 BT1749
 BT1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1749
 BT1749.The geoid height was determined by GEOID03.
 BT1749
 BT1749;                    North         East     Units Scale Factor Converg.
 BT1749;SPC GA W     -   152,597.919   700,186.801   MT  0.99990000   +0 00 03.7
 BT1749;SPC GA W     -   500,648.34  2,297,196.20   sFT  0.99990000   +0 00 03.7
 BT1749;UTM  16      - 3,474,813.094   769,655.901   MT  1.00049697   +1 28 37.6
 BT1749
 BT1749                          SUPERSEDED SURVEY CONTROL
 BT1749
 BT1749  NAD 83(1986)-  31 22 35.68802(N)    084 09 52.93486(W) AD(       ) 4
 BT1749  NAD 27      -  31 22 35.04672(N)    084 09 53.26899(W) AD(       ) 3
 BT1749
 BT1749.Superseded values are not recommended for survey control.
 BT1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1749.See file dsdata.txt to determine how the superseded data were derived.
 BT1749
 BT1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6965674813(NAD 83)
 BT1749_MARKER: 53 = ELEVATED TANK
 BT1749
 BT1749  HISTORY     - Date     Condition        Report By
 BT1749  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1749
 BT1749                          STATION DESCRIPTION
 BT1749
 BT1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1749'THE STATION IS THE VENT AT THE TOP AND CENTER OF A WATER TANK
 BT1749'THAT HAS CYLINDRICAL SIDES AND A DOME SHAPED TOP AND BOTTOM.  IT
 BT1749'IS SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS APPROXIMATELY 110
 BT1749'FEET HIGH.  THE TANK IS GREEN IN COLOR AND IS OWNED BY THE TOWN
 BT1749'OF BACONTON.
 BT1749'
 BT1749'STATION IS LOCATED ABOUT 0.2 MILE WEST OF THE POST OFFICE IN
 BT1749'BACONTON, 0.1 MILE WEST OF STATE HIGHWAY 3 AND 108 FEET SOUTH OF
 BT1749'THE CENTER OF PLANT STREET.  THE COMPLETE NAME OF THE STATION
 BT1749'IS BACONTON WEST MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1674 ***********************************************************************
 CM1674  DESIGNATION -  BAGLEY BLACK WATER TANK
 CM1674  PID         -  CM1674
 CM1674  STATE/COUNTY-  GA/SUMTER
 CM1674  USGS QUAD   -  AMERICUS (1985)
 CM1674
 CM1674                         *CURRENT SURVEY CONTROL
 CM1674  ___________________________________________________________________
 CM1674* NAD 83(1994)-  32 07 05.76693(N)    084 11 13.58676(W)     ADJUSTED  
 CM1674* NAVD 88     -                                                        
 CM1674  ___________________________________________________________________
 CM1674  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CM1674  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1674
 CM1674  HORZ ORDER  -  THIRD
 CM1674
 CM1674.The horizontal coordinates were established by classical geodetic methods
 CM1674.and adjusted by the National Geodetic Survey in September 1997..
 CM1674
 CM1674
 CM1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1674
 CM1674.The geoid height was determined by GEOID03.
 CM1674
 CM1674;                    North         East     Units Scale Factor Converg.
 CM1674;SPC GA W     -   234,830.283   698,071.164   MT  0.99990005   -0 00 39.1
 CM1674;SPC GA W     -   770,439.02  2,290,255.14   sFT  0.99990005   -0 00 39.1
 CM1674;UTM  16      - 3,557,010.398   765,397.810   MT  1.00046873   +1 29 47.0
 CM1674
 CM1674                          SUPERSEDED SURVEY CONTROL
 CM1674
 CM1674  NAD 83(1986)-  32 07 05.77088(N)    084 11 13.58682(W) AD(       ) 4
 CM1674  NAD 27      -  32 07 05.17800(N)    084 11 13.91800(W) AD(       ) 3
 CM1674
 CM1674.Superseded values are not recommended for survey control.
 CM1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1674.See file dsdata.txt to determine how the superseded data were derived.
 CM1674
 CM1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6539857010(NAD 83)
 CM1674_MARKER: 51 = TANK
 CM1674
 CM1674  HISTORY     - Date     Condition        Report By
 CM1674  HISTORY     - 1935     FIRST OBSERVED   CGS
 CM1674
 CM1674                          STATION DESCRIPTION
 CM1674
 CM1674'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1355 ***********************************************************************
 CL1355  DESIGNATION -  BAG=Q 25
 CL1355  PID         -  CL1355
 CL1355  STATE/COUNTY-  GA/TWIGGS
 CL1355  USGS QUAD   -  DRY BRANCH (1985)
 CL1355
 CL1355                         *CURRENT SURVEY CONTROL
 CL1355  ___________________________________________________________________
 CL1355* NAD 83(1994)-  32 45 40.29313(N)    083 27 28.53828(W)     ADJUSTED  
 CL1355* NAVD 88     -       168.177  (meters)     551.76   (feet)  POSTED    
 CL1355  ___________________________________________________________________
 CL1355  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CL1355  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CL1355  DYNAMIC HT  -         167.990 (meters)     551.15  (feet)  COMP
 CL1355  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CL1355
 CL1355  HORZ ORDER  -  FIRST
 CL1355  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CL1355
 CL1355.The horizontal coordinates were established by classical geodetic methods
 CL1355.and adjusted by the National Geodetic Survey in September 1997..
 CL1355
 CL1355.The orthometric height was determined by differential leveling
 CL1355.and adjusted by the National Geodetic Survey in 1992..
 CL1355.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CL1355.rate of 2.1 thru 3.0 mm/km.
 CL1355
 CL1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1355
 CL1355.The geoid height was determined by GEOID03.
 CL1355
 CL1355.The dynamic height is computed by dividing the NAVD 88
 CL1355.geopotential number by the normal gravity value computed on the
 CL1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1355.degrees latitude (g = 980.6199 gals.).
 CL1355
 CL1355.The modeled gravity was interpolated from observed gravity values.
 CL1355
 CL1355;                    North         East     Units Scale Factor Converg.
 CL1355;SPC GA W     -   306,341.985   766,405.893   MT  0.99995436   +0 23 00.7
 CL1355;SPC GA W     - 1,005,057.00  2,514,450.00   sFT  0.99995436   +0 23 00.7
 CL1355;UTM  17      - 3,627,486.837   269,744.627   MT  1.00025378   -1 19 50.4
 CL1355
 CL1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1355!SPC GA W     -   0.99997788  x   0.99995436  =   0.99993224
 CL1355!UTM  17      -   0.99997788  x   1.00025378  =   1.00023166
 CL1355
 CL1355:                Primary Azimuth Mark                     Grid Az
 CL1355:SPC GA W     -  BALL=S 25                                098 36 39.7
 CL1355:UTM  17      -  BALL=S 25                                100 19 30.8
 CL1355
 CL1355|---------------------------------------------------------------------|
 CL1355| PID    Reference Object                     Distance      Geod. Az  |
 CL1355|                                                           dddmmss.s |
 CL1355| CL0505 BALL=S 25                           APPROX. 1.2 KM 0985940.4 |
 CL1355| CL2997 BAG RM                               13.650 METERS 18801     |
 CL1355| CL1357 MAJOR=O 25                          308.707 METERS 29616     |
 CL1355|---------------------------------------------------------------------|
 CL1355
 CL1355                          SUPERSEDED SURVEY CONTROL
 CL1355
 CL1355  NAD 83(1986)-  32 45 40.29309(N)    083 27 28.54125(W) AD(       ) 1
 CL1355  NAD 27      -  32 45 39.78100(N)    083 27 28.90600(W) AD(       ) 1
 CL1355  NGVD 29 (07/19/86)  168.16   (m)          551.7    (f) LEVELING    3  
 CL1355
 CL1355.Superseded values are not recommended for survey control.
 CL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1355.See file dsdata.txt to determine how the superseded data were derived.
 CL1355
 CL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6974527487(NAD 83)
 CL1355_MARKER: DS = TRIANGULATION STATION DISK
 CL1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1355
 CL1355  HISTORY     - Date     Condition        Report By
 CL1355  HISTORY     - 1918     MONUMENTED       CGS
 CL1355  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1355  HISTORY     - 1949     GOOD             CGS
 CL1355
 CL1355                          STATION DESCRIPTION
 CL1355
 CL1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1355'ABOUT 1-1/2 MILES SOUTH OF PIKES PEAK, ON THE MACON, DUBLIN
 CL1355'AND SAVANNAH RAILWAY, 16 FEET SOUTH OF TRACK AT A CURVE, ON THE
 CL1355'EXTENSION OF EAST TANGENT OF NORTH RAIL AND WEST TANGENT OF
 CL1355'SOUTH RAIL, ON THE BANK NEAR THE END OF THE FIRST CUT EAST OF A
 CL1355'DEEP CUT.
 CL1355'REFERENCE MARK = P-25 IS ON
 CL1355'SAME SIDE OF THE TRACK AND THE SAME ELEVATION AS THE STATION,
 CL1355'13.650 METERS (44.78 FEET) FROM STATION IN GRID AZIMUTH 7 DEG
 CL1355'39 MIN.  IN 1934 UNABLE TO LOCATE STATION AND REFERENCE
 CL1355'MARKS.
 CL1355
 CL1355                          STATION RECOVERY (1949)
 CL1355
 CL1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1355'STATION IS ABOUT 2.2 MILES NW ALONG THE MACON, DUBLIN AND
 CL1355'SAVANNAH RAILROAD FROM THE RAILROAD DEPOT AT FITZPATRICK,
 CL1355'NEAR THE MIDDLE OF THE FIRST CUT E AND S OF MILEPOST M-13
 CL1355'WHICH IS AT A DEEP HILLSIDE CUT, ON THE PROJECTED LINE OF THE
 CL1355'N RAIL IN THE TANGENT E OF THE STATION AND THAT OF THE S RAIL
 CL1355'IN THE TANGENT WNW OF THE STATION, 14.6 FEET SSW OF THE S
 CL1355'RAIL, 1.5 FEET S OF THE TOP OF A BANK, AND ABOUT 6 FEET
 CL1355'HIGHER THAN THE TRACKS.
 CL1355'
 CL1355'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, IS
 CL1355'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BAG Q 25 1917
 CL1355'ELEV. 552.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 CL1355'IN CONCRETE.
 CL1355'
 CL1355'THE REFERENCE MARK WHICH IS NUMBERED ONLY AS B.M. P 25 IS
 CL1355'44.78 FEET S OF THE STATION IN GRID AZIMUTH 7 DEG 39 MIN, 58.7
 CL1355'FEET SSW OF THE S RAIL, AND 30 FEET SE OF A 12-INCH PINE.  IT
 CL1355'IS A BRONZE REFERENCE DISK SET IN CONCRETE, IT PROJECTS AN
 CL1355'INCH, AND THE DISK IS STAMPED BAG P 25 1917 ELEV. 549.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2376 ***********************************************************************
 BC2376  DESIGNATION -  BAILEY
 BC2376  PID         -  BC2376
 BC2376  STATE/COUNTY-  GA/CAMDEN
 BC2376  USGS QUAD   -  JERUSALEM (1993)
 BC2376
 BC2376                         *CURRENT SURVEY CONTROL
 BC2376  ___________________________________________________________________
 BC2376* NAD 83(1994)-  30 54 37.49572(N)    081 51 55.75716(W)     ADJUSTED  
 BC2376* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2376  ___________________________________________________________________
 BC2376  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BC2376  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BC2376
 BC2376  HORZ ORDER  -  SECOND
 BC2376
 BC2376.The horizontal coordinates were established by classical geodetic methods
 BC2376.and adjusted by the National Geodetic Survey in September 1997..
 BC2376
 BC2376.The orthometric height was scaled from a topographic map.
 BC2376
 BC2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2376
 BC2376.The geoid height was determined by GEOID03.
 BC2376
 BC2376;                    North         East     Units Scale Factor Converg.
 BC2376;SPC GA E     -   100,957.581   228,787.875   MT  0.99991022   +0 09 17.0
 BC2376;SPC GA E     -   331,225.00    750,614.89   sFT  0.99991022   +0 09 17.0
 BC2376;SPC FL E     -   729,111.469   117,268.396   MT  1.00002558   -0 26 40.6
 BC2376;SPC FL E     - 2,392,093.21    384,738.06   sFT  1.00002558   -0 26 40.6
 BC2376;UTM  17      - 3,419,994.680   417,296.624   MT  0.99968437   -0 26 40.6
 BC2376
 BC2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2376!SPC GA E     -   1.00000451  x   0.99991022  =   0.99991473
 BC2376!SPC FL E     -   1.00000451  x   1.00002558  =   1.00003009
 BC2376!UTM  17      -   1.00000451  x   0.99968437  =   0.99968888
 BC2376
 BC2376|---------------------------------------------------------------------|
 BC2376| PID    Reference Object                     Distance      Geod. Az  |
 BC2376|                                                           dddmmss.s |
 BC2376| CW4577 BAILEY RM 1                          25.588 METERS 10443     |
 BC2376| BC2374 BULLHEAD                            APPROX. 3.2 KM 1470549.2 |
 BC2376| CW4578 BAILEY RM 2                          24.966 METERS 31956     |
 BC2376|---------------------------------------------------------------------|
 BC2376
 BC2376                          SUPERSEDED SURVEY CONTROL
 BC2376
 BC2376  NAD 83(1994)-  30 54 37.50767(N)    081 51 55.75911(W) AD(       ) 2
 BC2376  NAD 83(1986)-  30 54 37.51049(N)    081 51 55.76279(W) AD(       ) 2
 BC2376  NAD 27      -  30 54 36.67500(N)    081 51 56.36600(W) AD(       ) 2
 BC2376
 BC2376.Superseded values are not recommended for survey control.
 BC2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2376.See file dsdata.txt to determine how the superseded data were derived.
 BC2376
 BC2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1729719995(NAD 83)
 BC2376_MARKER: DS = TRIANGULATION STATION DISK
 BC2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BC2376
 BC2376  HISTORY     - Date     Condition        Report By
 BC2376  HISTORY     - 1935     MONUMENTED       CGS
 BC2376  HISTORY     - 1954     GOOD             CGS
 BC2376  HISTORY     - 1983     POOR             LOCSUR
 BC2376
 BC2376                          STATION DESCRIPTION
 BC2376
 BC2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2376'TO REACH FROM STANDARD FILLING STATION IN FRONT OF COURTHOUSE ON
 BC2376'U.S. HIGHWAY 1 AT FOLKSTON, GO NORTH FOR 1/2 BLOCK.  TURN RIGHT ON
 BC2376'SAND ROAD BETWEEN PICKET AND IRON FENCES AND GO EAST FOR 0.3 MILE
 BC2376'TO Y.  TAKE LEFT FORK FOR 1.7 MILES TO Y.  TURN RIGHT ON
 BC2376'MAIN-TRAVELED ROAD AND GO 5.1 MILES TO Y.  TAKE RIGHT FORK FOR 4.6
 BC2376'MILES TO TOLL BRIDGE ACROSS SATILLA RIVER, AT BURNT FORT.  CROSS
 BC2376'BRIDGE AND GO 0.5 MILE TO J.C. BUIE STORE ON LEFT.  TURN RIGHT UPHILL
 BC2376'FOR 0.1 MILE TO RESIDENCE OF J.C. BUIE.  TURN LEFT (EAST) AROUND
 BC2376'HOUSE ON SAND ROAD FOLLOWING MAIN-TRAVELED ROAD FOR 0.5 MILE TO Y.
 BC2376'TAKE RIGHT FORK (MAIN-TRAVELED ROAD) FOR 2.25 MILES TO 6 MAIL BOXES
 BC2376'ON RIGHT TO T (JUST WEST OF CHURCH AND SMALL HOUSE) TURN RIGHT ON
 BC2376'LITTLE-TRAVELED ROAD FOR 1.0 MILE TO Y.  BEAR LEFT AND GO 0.45 MILE
 BC2376'TO BANK OF SATILLA RIVER AND STATION.  STATION IS ON NORTH BANK OF
 BC2376'SATILLA RIVER, ON J.C. BUIE ESTATE, AT SITE OF JOHN BAILEY MILL,
 BC2376'50 YARDS SOUTHWEST OF UNPAINTED FRAME HOUSE, 23 PACES NORTHWEST OF
 BC2376'16-INCH OAK TREE, 17 PACES SOUTHWEST OF GATE AND 9 PACES
 BC2376'SOUTH-SOUTHWEST OF FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE
 BC2376'STANDARD DISKS IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 BC2376'REFERENCE MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 BC2376'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 26 PACES WEST OF
 BC2376'4-FORK 12-INCH OAK TREE, 9 PACES EAST-SOUTHEAST OF GATE AND 25.588
 BC2376'METERS (83.95 FEET) EAST OF STATION S 75 DEG 17 MIN E.  NO.
 BC2376'2 PROJECTS 6 INCHES, IS 9 PACES EAST OF CENTER LINE OF DIM ROAD, 1
 BC2376'PACE SOUTH-SOUTHWEST OF CORNER FENCE POST AND 24.966 METERS (81.91
 BC2376'FEET) NORTHWEST OF STATION N 40 DEG 04 MIN W.
 BC2376
 BC2376                          STATION RECOVERY (1954)
 BC2376
 BC2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2376'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BC2376'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 BC2376'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 BC2376'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2376'
 BC2376'THE STATION IS LOCATED ON SATILLA RIVER, ABOUT 4 MI. SE OF BURNT
 BC2376'FORT, AT THE SITE OF JOHN BAILEYS MILL (NOW ABANDONED), 116.7 FT. E
 BC2376'OF THE NE CORNER OF A PIER RUINS, 102.0 FT. SE OF THE CENTER OF THE
 BC2376'ROAD, 74.0 FT. N OF THE MEAN HIGH-WATERLINE, AND 73.0 FT. NW OF A
 BC2376'30-IN. OAK TREE ON THE RIVERBANK.  THE MARK IS A STANDARD DISK,
 BC2376'STAMPED BAILEY 1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT
 BC2376'PROJECTING 3 IN.
 BC2376'
 BC2376'TO REACH THE STATION FROM WHITE OAK, AT THE INTERSECTION OF U.S.
 BC2376'HIGHWAY 17 AND STATE HIGHWAY 252, TRAVEL SW ON HIGHWAY 252 FOR
 BC2376'12.8 MI. TO BURNT FORT, TURN LEFT (S) AT A STORE AND FOLLOW A PAVED
 BC2376'ROAD FOR 0.1 MI. TO THE TOP OF A STEEP HILL, CONTINUE LEFT AROUND
 BC2376'THE HOUSE AND PROCEED ON A GRADED ROAD FOR 2.8 MI. TO A
 BC2376'T-INTERSECTION, TAKE THE ROAD RIGHT FOR 1.5 MI. (KEEPING LEFT AT A
 BC2376'FORK) TO THE RIVER AND STATION SITE.
 BC2376'
 BC2376'REFERENCE MARK 1 IS E OF THE STATION, 66.0 FT. N OF THE 30-IN. OAK
 BC2376'TREE, 31.0 FT. SE OF A GATE IN A WIRE FENCE, AND 1.0 FT. S OF THE
 BC2376'FENCE.  THE MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED BAILEY NO
 BC2376'1 1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 BC2376'IN.
 BC2376'
 BC2376'REFERENCE MARK 2 IS NW OF THE STATION, AT THE FENCE CORNER, 111.8
 BC2376'FT. N OF THE NW CORNER OF THE PIER RUINS, AND 33.4 FT. E OF THE
 BC2376'CENTER OF THE ROAD.  THE MARK IS A STANDARD REFERENCE-MARK DISK,
 BC2376'STAMPED BAILEY NO 2 1935 AND SET IN A 12-IN. ROUND CONCRETE
 BC2376'MONUMENT WHICH PROJECTS 4 IN.
 BC2376
 BC2376                          STATION RECOVERY (1983)
 BC2376
 BC2376'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (LH)
 BC2376'BAILEY 1935 STATION MARK FOUND AND DISTURBED APPEARS TO BE LEANING
 BC2376'1.13 FT. LONG FROM REF. MK. 2.
 BC2376'
 BC2376'BAILEY REF. 1 1935 APPEARS NOT TO BE DISTURBED.
 BC2376'
 BC2376'BAILEY REF. 2 1935 APPEARS NOT TO BE DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1047 ***********************************************************************
 BR1047  DESIGNATION -  BAILEY
 BR1047  PID         -  BR1047
 BR1047  STATE/COUNTY-  GA/CHATHAM
 BR1047  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1047
 BR1047                         *CURRENT SURVEY CONTROL
 BR1047  ___________________________________________________________________
 BR1047* NAD 83(1994)-  31 55 21.52289(N)    081 04 15.13766(W)     ADJUSTED  
 BR1047* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1047  ___________________________________________________________________
 BR1047  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BR1047  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 BR1047
 BR1047  HORZ ORDER  -  THIRD
 BR1047
 BR1047.The horizontal coordinates were established by classical geodetic methods
 BR1047.and adjusted by the National Geodetic Survey in September 1997..
 BR1047
 BR1047.The orthometric height was scaled from a topographic map.
 BR1047
 BR1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1047
 BR1047.The geoid height was determined by GEOID03.
 BR1047
 BR1047;                    North         East     Units Scale Factor Converg.
 BR1047;SPC GA E     -   213,664.163   303,624.403   MT  1.00003239   +0 34 46.1
 BR1047;SPC GA E     -   700,996.51    996,141.06   sFT  1.00003239   +0 34 46.1
 BR1047;UTM  17      - 3,531,863.746   493,300.186   MT  0.99960055   -0 02 14.9
 BR1047
 BR1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1047!SPC GA E     -   1.00000463  x   1.00003239  =   1.00003702
 BR1047!UTM  17      -   1.00000463  x   0.99960055  =   0.99960517
 BR1047
 BR1047|---------------------------------------------------------------------|
 BR1047| PID    Reference Object                     Distance      Geod. Az  |
 BR1047|                                                           dddmmss.s |
 BR1047| BR1650 BAILEY RM 1                          12.150 METERS 07055     |
 BR1047| BR1651 BAILEY RM 2                          18.525 METERS 18600     |
 BR1047| BR1042 PRYOR 2                             APPROX. 1.2 KM 2633252.8 |
 BR1047|---------------------------------------------------------------------|
 BR1047
 BR1047                          SUPERSEDED SURVEY CONTROL
 BR1047
 BR1047  NAD 83(1986)-  31 55 21.53682(N)    081 04 15.15240(W) AD(       ) 3
 BR1047  NAD 27      -  31 55 20.75700(N)    081 04 15.77100(W) AD(       ) 3
 BR1047
 BR1047.Superseded values are not recommended for survey control.
 BR1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1047.See file dsdata.txt to determine how the superseded data were derived.
 BR1047
 BR1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9330031864(NAD 83)
 BR1047_MARKER: DS = TRIANGULATION STATION DISK
 BR1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1047
 BR1047  HISTORY     - Date     Condition        Report By
 BR1047  HISTORY     - 1932     MONUMENTED       CGS
 BR1047  HISTORY     - 1934     GOOD             CGS
 BR1047  HISTORY     - 1957     SEE DESCRIPTION  USGS
 BR1047
 BR1047                          STATION DESCRIPTION
 BR1047
 BR1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CMD)
 BR1047'ON SKIDAWAY ISLAND DIRECTLY ACROSS THE BURNSIDE RIVER FROM
 BR1047'THE E END OF BURNSIDE ID., 175 M. N ALONG THE RIVER BANK
 BR1047'FROM A HOUSE AND LANDING ON THE E BANK OF THE RIVER AND 16
 BR1047'M. NE OF A PROMINENT 30 IN OAK WHICH STANDS ON THE RIVER
 BR1047'BANK AND CAN BE SEEN FROM THE RIVER.  STATION IS 11 M. BACK
 BR1047'OF THE RIVER BANK AND 7 M. W OF THE CENTERLINE OF A ROAD THRU
 BR1047'THE WOODS.  THE MARK IS A STANDARD DISC (STAMPED BAILEY, 1932)
 BR1047'IN A 12 IN X 12 IN BLOCK OF CONCRETE, 6 IN ABOVE THE
 BR1047'GROUND.
 BR1047'
 BR1047'R.M. 1 IS A STANDARD DISC (STAMPED BAILEY, NO. 1, 1932) IN
 BR1047'A 12 IN X 12 IN BLOCK OF CONCRETE, 4 IN ABOVE THE GROUND, IS
 BR1047'16 M. BACK OF THE RIVER BANK AND 3 M. W OF THE CENTERLINE OF THE
 BR1047'ROAD.  A LARGE OAK WHICH DIVIDES INTO 3 TRUNKS, EACH 24
 BR1047'IN DIAMETER, STANDS 7 M. N OF THE R.M.
 BR1047'
 BR1047'R.M. 2, A STANDARD DISC (STAMPED BAILEY, NO. 2, 1932) IN
 BR1047'A 12 IN X 12 IN BLOCK OF CONCRETE, 3 IN ABOVE THE GROUND,
 BR1047'IS 16M. BACK OF THE RIVER BANK AND 4 M. E OF CENTERLINE OF THE
 BR1047'ROAD.  THE STATION MAY BE REACHED ONLY BY BOAT FROM BURNSIDE RIVER.
 BR1047
 BR1047                          STATION RECOVERY (1934)
 BR1047
 BR1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1047'RECOVERED.
 BR1047
 BR1047                          STATION RECOVERY (1957)
 BR1047
 BR1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BR1047'EROSION OF THE BANK ALONG THE RIVER HAS DESTROYED THIS MONUMENT.
 BR1047'HOWEVER, THE TWO REFERENCE MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2262 ***********************************************************************
 BC2262  DESIGNATION -  BAILEYS CUT RESET
 BC2262  PID         -  BC2262
 BC2262  STATE/COUNTY-  GA/CAMDEN
 BC2262  USGS QUAD   -  KINGSLAND NE (1993)
 BC2262
 BC2262                         *CURRENT SURVEY CONTROL
 BC2262  ___________________________________________________________________
 BC2262* NAD 83(1994)-  30 59 33.07774(N)    081 33 45.51761(W)     ADJUSTED  
 BC2262* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2262  ___________________________________________________________________
 BC2262  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BC2262  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC2262
 BC2262  HORZ ORDER  -  THIRD
 BC2262
 BC2262.The horizontal coordinates were established by classical geodetic methods
 BC2262.and adjusted by the National Geodetic Survey in September 1997..
 BC2262
 BC2262.The orthometric height was scaled from a topographic map.
 BC2262
 BC2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2262
 BC2262.The geoid height was determined by GEOID03.
 BC2262
 BC2262;                    North         East     Units Scale Factor Converg.
 BC2262;SPC GA E     -   110,177.372   257,685.998   MT  0.99994103   +0 18 39.7
 BC2262;SPC GA E     -   361,473.59    845,424.81   sFT  0.99994103   +0 18 39.7
 BC2262;UTM  17      - 3,428,908.956   446,282.015   MT  0.99963559   -0 17 23.0
 BC2262
 BC2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2262!SPC GA E     -   1.00000453  x   0.99994103  =   0.99994556
 BC2262!UTM  17      -   1.00000453  x   0.99963559  =   0.99964012
 BC2262
 BC2262:                Primary Azimuth Mark                     Grid Az
 BC2262:SPC GA E     -  DOVER                                    048 33 18.0
 BC2262:UTM  17      -  DOVER                                    049 09 20.7
 BC2262
 BC2262|---------------------------------------------------------------------|
 BC2262| PID    Reference Object                     Distance      Geod. Az  |
 BC2262|                                                           dddmmss.s |
 BC2262| BR0348 DOVER                               APPROX. 4.4 KM 0485157.7 |
 BC2262| CW4579 BAILEYS CUT RM 1                      3.850 METERS 11038     |
 BC2262| CW4580 BAILEYS CUT RM 2                     16.144 METERS 19801     |
 BC2262| BC2270 PROPERTY                            318.694 METERS 28359     |
 BC2262|---------------------------------------------------------------------|
 BC2262
 BC2262                          SUPERSEDED SURVEY CONTROL
 BC2262
 BC2262  NAD 83(1994)-  30 59 33.08742(N)    081 33 45.52078(W) AD(       ) 3
 BC2262  NAD 83(1986)-  30 59 33.08791(N)    081 33 45.52130(W) AD(       ) 3
 BC2262  NAD 27      -  30 59 32.24700(N)    081 33 46.16000(W) AD(       ) 3
 BC2262
 BC2262.Superseded values are not recommended for survey control.
 BC2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2262.See file dsdata.txt to determine how the superseded data were derived.
 BC2262
 BC2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4628228909(NAD 83)
 BC2262_MARKER: DD = SURVEY DISK
 BC2262_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2262_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2262
 BC2262  HISTORY     - Date     Condition        Report By
 BC2262  HISTORY     - 1933     MONUMENTED       USE
 BC2262  HISTORY     - 1934     GOOD             CGS
 BC2262  HISTORY     - 1954     GOOD             CGS
 BC2262
 BC2262                          STATION DESCRIPTION
 BC2262
 BC2262'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BC2262'ON THE S BANK OF BAILEYS CUT AT A POINT ABOUT 150 M. E OF THE MOUTH
 BC2262'OF A SMALL CREEK (40 M. IN WIDTH) WHICH FLOWS INTO BAILEYS CUT FROM
 BC2262'THE N AT A POINT 3/4 MI. NW OF THE E ENTRANCE TO THE CUT.  STATION
 BC2262'IS 10 M. FROM HWL AND 7 M. E OF A SMALL SLOUGH.
 BC2262'
 BC2262'R.M. 1 (USEBM) IS E OF STATION, 10 M. FROM HWL.
 BC2262'
 BC2262'R.M. 2 IS ABOUT 28 M. FROM HWL AND 6 M. E OF THE SLOUGH.  STATION IS
 BC2262'EASILY REACHED FROM BAILEYS CUT.
 BC2262
 BC2262                          STATION RECOVERY (1934)
 BC2262
 BC2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2262'RECOVERED AS DESCRIBED - MARK IN GOOD CONDITION.
 BC2262
 BC2262                          STATION RECOVERY (1954)
 BC2262
 BC2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2262'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BC2262'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 BC2262'TAPE, AND THE FOLLOWING DISCREPANCIES WERE FOUND--THE DISTANCE TO
 BC2262'REFERENCE MARK 1 IS 3.892 M., NOT 3.850 M.  THE DISTANCE TO REFERENCE
 BC2262'MARK 2 IS 16.370 M., NOT 16.144 M.  THE PUBLISHED DESCRIPTION IS
 BC2262'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2262'
 BC2262'THE STATION IS LOCATED ON THE S SHORE OF BAILEYS CUT, ABOUT 150 M.
 BC2262'E OF NOYES CUT, 10 M. S OF THE EDGE OF THE MARSH, AND 8.3 M. E OF A
 BC2262'SMALL SLOUGH.  THE MARK IS A STANDARD DISK, STAMPED BAILEYS CUT USE
 BC2262'1933 AND PROJECTS 10 IN.
 BC2262'
 BC2262'REFERENCE MARK 1 IS E OF THE STATION, 12.0 M. E OF THE SLOUGH, AND
 BC2262'10.0 M. S OF THE EDGE OF THE MARSH.  THE MARK IS A COPPER BOLT, IN A
 BC2262'10-IN. CONCRETE-FILLED DRAIN TILE WHICH PROJECTS 2 FT.  IT IS
 BC2262'PROBABLY A U.S.E. BENCH MARK.
 BC2262'
 BC2262'REFERENCE MARK 2 IS S OF THE STATION, 26.0 M. S OF THE EDGE OF THE
 BC2262'MARSH, AND 6.0 M. E OF THE SLOUGH.  THE MARK IS A REFERENCE-MARK
 BC2262'DISK, STAMPED BAILEYS CUT USE NO 2 1933
 BC2262'AND PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0948 ***********************************************************************
 BE0948  DESIGNATION -  BAINBRIDGE
 BE0948  PID         -  BE0948
 BE0948  STATE/COUNTY-  GA/DECATUR
 BE0948  USGS QUAD   -  BAINBRIDGE (1974)
 BE0948
 BE0948                         *CURRENT SURVEY CONTROL
 BE0948  ___________________________________________________________________
 BE0948* NAD 83(1994)-  30 53 26.82756(N)    084 34 34.40500(W)     ADJUSTED  
 BE0948* NAVD 88     -        38.651  (meters)     126.81   (feet)  ADJUSTED  
 BE0948  ___________________________________________________________________
 BE0948  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BE0948  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE0948  DYNAMIC HT  -          38.602 (meters)     126.65  (feet)  COMP
 BE0948  MODELED GRAV-     979,372.6   (mgal)                       NAVD 88
 BE0948  OBS GRAVITY -     979,373.5   (mgal)                       GRAV_OBS
 BE0948
 BE0948  HORZ ORDER  -  SECOND
 BE0948  VERT ORDER  -  FIRST     CLASS I
 BE0948
 BE0948.The horizontal coordinates were established by classical geodetic methods
 BE0948.and adjusted by the National Geodetic Survey in September 1997..
 BE0948
 BE0948.The orthometric height was determined by differential leveling
 BE0948.and adjusted by the National Geodetic Survey in June 1991..
 BE0948
 BE0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE0948
 BE0948.The geoid height was determined by GEOID03.
 BE0948
 BE0948.The dynamic height is computed by dividing the NAVD 88
 BE0948.geopotential number by the normal gravity value computed on the
 BE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0948.degrees latitude (g = 980.6199 gals.).
 BE0948
 BE0948.The modeled gravity was interpolated from observed gravity values.
 BE0948.The observed gravity was obtained from relative gravimeter ties
 BE0948.to the IGSN71 gravity network.
 BE0948
 BE0948;                    North         East     Units Scale Factor Converg.
 BE0948;SPC GA W     -    98,814.440   660,844.816   MT  0.99991891   -0 12 37.0
 BE0948;SPC GA W     -   324,193.71  2,168,121.70   sFT  0.99991891   -0 12 37.0
 BE0948;UTM  16      - 3,420,015.170   731,684.591   MT  1.00026219   +1 14 41.7
 BE0948
 BE0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE0948!SPC GA W     -   0.99999829  x   0.99991891  =   0.99991720
 BE0948!UTM  16      -   0.99999829  x   1.00026219  =   1.00026048
 BE0948
 BE0948:                Primary Azimuth Mark                     Grid Az
 BE0948:SPC GA W     -  BAINBRIDGE MILLER MFG TANK               011 24 27.6
 BE0948:UTM  16      -  BAINBRIDGE MILLER MFG TANK               009 57 08.9
 BE0948
 BE0948|---------------------------------------------------------------------|
 BE0948| PID    Reference Object                     Distance      Geod. Az  |
 BE0948|                                                           dddmmss.s |
 BE0948| BE3410 BAINBRIDGE MILLER MFG TANK          APPROX. 2.3 KM 0111150.6 |
 BE0948| BE3415 BAINBRIDGE RM 3                      24.633 METERS 01437     |
 BE0948| BE0947 BAINBRIDGE RM 1                      54.297 METERS 07459     |
 BE0948| BE0884 BAINBRIDGE AZ MK                                   1165341.4 |
 BE0948| BE0847 FACEVILLE                           APPROX.18.0 KM 2085427.0 |
 BE0948| BE3408 BAINBRIDGE SAL RR SHOP TANK         APPROX. 1.3 KM 3191148.6 |
 BE0948| BE0949 BAINBRIDGE RM 2                      69.796 METERS 33459     |
 BE0948| BE3407 BAINBRIDGE FLINT R MILL TANK        APPROX. 3.0 KM 3362839.0 |
 BE0948| BE1225 BAINBRIDGE RM 4                                    3573653.1 |
 BE0948| BE3411 BAINBRIDGE CTHSE CUPOLA LIGHT       APPROX. 1.8 KM 3583403.0 |
 BE0948|---------------------------------------------------------------------|
 BE0948
 BE0948                          SUPERSEDED SURVEY CONTROL
 BE0948
 BE0948  NAD 83(1994)-  30 53 26.83520(N)    084 34 34.41103(W) AD(       ) 2
 BE0948  NAD 83(1986)-  30 53 26.83548(N)    084 34 34.41090(W) AD(       ) 2
 BE0948  NAD 27      -  30 53 26.15900(N)    084 34 34.72300(W) AD(       ) 2
 BE0948  NGVD 29 (??/??/92)   38.77   (m)          127.2    (f) COMPUTED    1 1
 BE0948
 BE0948.Superseded values are not recommended for survey control.
 BE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0948.See file dsdata.txt to determine how the superseded data were derived.
 BE0948
 BE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3168520015(NAD 83)
 BE0948_MARKER: DS = TRIANGULATION STATION DISK
 BE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0948_STAMPING: BAINBRIDGE 1938
 BE0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0948+STABILITY: SURFACE MOTION
 BE0948
 BE0948  HISTORY     - Date     Condition        Report By
 BE0948  HISTORY     - 1938     MONUMENTED       CGS
 BE0948  HISTORY     - 1965     MARK NOT FOUND   CGS
 BE0948  HISTORY     - 1973     GOOD             NGS
 BE0948  HISTORY     - 1973     GOOD             NGS
 BE0948  HISTORY     - 19931018 GOOD             NGS
 BE0948
 BE0948                          STATION DESCRIPTION
 BE0948
 BE0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BE0948'THE STATION IS IN THE CORPORATE LIMIT OF BAINBRIDGE, 1.0
 BE0948'MILE SOUTH OF THE PUBLIC SQUARE, IN THE SOUTHEAST ANGLE OF
 BE0948'INTERSECTION OF WEST AND BAINBRIDGE STREETS, IN THE NORTHWEST
 BE0948'CORNER OF A VACANT LOT OWNED BY MR. BYLES, A JEWELER.  IT IS
 BE0948'48 FEET EAST OF THE CENTERLINE OF WEST STREET, 40 FEET SOUTH
 BE0948'OF THE CENTERLINE OF BAINBRIDGE STREET, 34 FEET SOUTHEAST
 BE0948'OF A TELEPHONE POLE, AND PROJECTS 2 INCHES.
 BE0948'
 BE0948'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 22
 BE0948'FEET NORTH OF THE CENTERLINE OF BAINBRIDGE STREET, 1 FOOT
 BE0948'SOUTH OF A WIRE FENCE, AND PROJECTS 2 INCHES.
 BE0948'
 BE0948'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION, 25
 BE0948'FEET WEST OF THE CENTERLINE OF WEST STREET, 8 FEET NORTHWEST
 BE0948'OF A TELEPHONE POLE, AND PROJECTS 1 INCH.
 BE0948'
 BE0948'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, IN A FIELD,
 BE0948'6 FEET NORTH OF THE SOUTHEAST CORNER OF THE FIELD, 15 FEET
 BE0948'WEST OF THE CENTERLINE OF A NORTH-SOUTH STREET, 28 FEET NORTH
 BE0948'OF THE CENTERLINE OF AN EAST-AND-WEST STREET, AND PROJECTS
 BE0948'4 INCHES.
 BE0948'
 BE0948'TO REACH FROM THE PUBLIC SQUARE IN BAINBRIDGE, GO SOUTH ON
 BE0948'WEST STREET (WEST SIDE OF SQUARE) FOR 1.0 MILE TO BAINBRIDGE
 BE0948'STREET (T-STREET EAST) AND STATION IN THE SOUTHEAST ANGLE OF
 BE0948'INTERSECTION.
 BE0948'
 BE0948'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 BE0948
 BE0948                          STATION RECOVERY (1965)
 BE0948
 BE0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE0948'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 BE0948
 BE0948                          STATION RECOVERY (1973)
 BE0948
 BE0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 BE0948'MEASUREMENT WERE MADE WITH A 30 METER AND 300 FOOT TAPE HOLDING 5 AND
 BE0948'10 KGS. TENSION.
 BE0948'
 BE0948'NO MEASUREMENT WERE MADE BETWEEN THE RMS DUE TO TREES ON LINE.
 BE0948'
 BE0948'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 BE0948'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN
 BE0948'DESTROYED.  THE AZIMUTH MARK WILL NOT SEE THE STATION MARK.  NEW
 BE0948'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS DATE, REFERENCE
 BE0948'MARK 4 SERVES AS AN AZIMUTH MARK.
 BE0948'
 BE0948'A TOWER WAS ERECTED OVER MARK 3 AND ALL OBERVATIONS OBSERVED.
 BE0948'
 BE0948'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR BAINBRIDGE 1938 RM 3.
 BE0948'
 BE0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH EDGE OF
 BE0948'BAINBRIDGE.
 BE0948
 BE0948                          STATION RECOVERY (1973)
 BE0948
 BE0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0948'0.9 MI S FROM BAINBRIDGE.
 BE0948'ABOUT 0.9 MILE SOUTH ALONG WEST STREET FROM THE POST OFFICE AT
 BE0948'BAINBRIDGE, 0.1 MILE SOUTH OF THE OVERPASS FOR U.S. HIGHWAY 27
 BE0948'AND BAINBRIDGE RM 4, NEAR THE JUNCTION OF WEST AND BAINBRIDGE
 BE0948'STREETS, 486 FEET EAST OF THE CENTER LINE OF WEST STREET, 43 FEET
 BE0948'SOUTH OF THE CENTER LINE OF BAINBRIDGE STREET, 288.8 FEET
 BE0948'SOUTHWEST OF BAINBRIDGE RM 1, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BE0948'BAINBRIDGE STREET, AND SET IN THE TOP OF A CONCRETE POST THAT
 BE0948'IS 4 INCHES BELOW GROUND.
 BE0948
 BE0948                          STATION RECOVERY (1993)
 BE0948
 BE0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BE0948'STATION IS ON THE PROPERTY OF PERRY IVY AT THE SOUTHEAST CORNER OF
 BE0948'BAINBRIDGE AND WEST STREETS, IN A PLANTED AREA IN FRONT OF HIS HOUSE,
 BE0948'9 FT (2.7 M) SOUTH OF A 12 INCH PINE TREE IN THE GARDEN, 8.5 FT (2.6
 BE0948'M) EAST OF A 3 INCH DOGWOOD, 1 FT (0.3 M) NORTH OF A MONKEY GRASS
 BE0948'BORDER, IN A PINE STRAW AREA, UNDER A GREEN PLASTIC WATER METER BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0884 ***********************************************************************
 BE0884  DESIGNATION -  BAINBRIDGE AZ MK
 BE0884  PID         -  BE0884
 BE0884  STATE/COUNTY-  GA/DECATUR
 BE0884  USGS QUAD   -  BAINBRIDGE (1974)
 BE0884
 BE0884                         *CURRENT SURVEY CONTROL
 BE0884  ___________________________________________________________________
 BE0884* NAD 83(1986)-  30 53 05.     (N)    084 34 23.     (W)     SCALED    
 BE0884* NAVD 88     -        38.222  (meters)     125.40   (feet)  ADJUSTED  
 BE0884  ___________________________________________________________________
 BE0884  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE0884  DYNAMIC HT  -          38.174 (meters)     125.24  (feet)  COMP
 BE0884  MODELED GRAV-     979,371.1   (mgal)                       NAVD 88
 BE0884
 BE0884  VERT ORDER  -  FIRST     CLASS II
 BE0884
 BE0884.The horizontal coordinates were scaled from a topographic map and have
 BE0884.an estimated accuracy of +/- 6 seconds.
 BE0884
 BE0884.The orthometric height was determined by differential leveling
 BE0884.and adjusted by the National Geodetic Survey in June 1991..
 BE0884
 BE0884.The geoid height was determined by GEOID03.
 BE0884
 BE0884.The dynamic height is computed by dividing the NAVD 88
 BE0884.geopotential number by the normal gravity value computed on the
 BE0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0884.degrees latitude (g = 980.6199 gals.).
 BE0884
 BE0884.The modeled gravity was interpolated from observed gravity values.
 BE0884
 BE0884;                    North         East    Units  Estimated Accuracy
 BE0884;SPC GA W     -    98,140.      661,150.      MT  (+/- 180 meters Scaled)
 BE0884
 BE0884                          SUPERSEDED SURVEY CONTROL
 BE0884
 BE0884  NGVD 29 (??/??/92)   38.350  (m)          125.82   (f) ADJ UNCH    1 2
 BE0884
 BE0884.Superseded values are not recommended for survey control.
 BE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0884.See file dsdata.txt to determine how the superseded data were derived.
 BE0884
 BE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV320193(NAD 83)
 BE0884_MARKER: DZ = AZIMUTH MARK DISK
 BE0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0884_STAMPING: BAINBRIDGE 1938
 BE0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0884+STABILITY: SURFACE MOTION
 BE0884
 BE0884  HISTORY     - Date     Condition        Report By
 BE0884  HISTORY     - 1938     MONUMENTED       CGS
 BE0884  HISTORY     - 1952     GOOD             NGS
 BE0884  HISTORY     - 1958     GOOD             NGS
 BE0884
 BE0884                          STATION DESCRIPTION
 BE0884
 BE0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0884'AT BAINBRIDGE.
 BE0884'AT BAINBRIDGE, ABOUT 1.15 MILES SOUTH ALONG WEST STREET FROM THE
 BE0884'POST OFFICE, THENCE ABOUT 0.25 MILE EAST ALONG GEORGIA STREET,
 BE0884'AT THE JUNCTION OF HALL STREET AND GEORGIA STREET, IN THE
 BE0884'SOUTHEAST CORNER OF CATOS NURSERY, 16 FEET WEST OF CENTER LINE
 BE0884'OF HALL STREET, 29 FEET NORTH OF CENTER LINE OF GEORGIA STREET,
 BE0884'6 FEET NORTH OF SOUTHEAST CORNER OF FENCE AROUND NURSERY, 2 FEET
 BE0884'WEST OF A NORTH-SOUTH FENCE LINE, ABOUT LEVEL WITH STREET
 BE0884'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BE0884'INCHES.
 BE0884
 BE0884                          STATION RECOVERY (1958)
 BE0884
 BE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BE0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3428 ***********************************************************************
 BE3428  DESIGNATION -  BAINBRIDGE CABLE TV MAST
 BE3428  PID         -  BE3428
 BE3428  STATE/COUNTY-  GA/DECATUR
 BE3428  USGS QUAD   -  FOWLSTOWN (1974)
 BE3428
 BE3428                         *CURRENT SURVEY CONTROL
 BE3428  ___________________________________________________________________
 BE3428* NAD 83(1994)-  30 52 24.56227(N)    084 33 30.93759(W)     ADJUSTED  
 BE3428* NAVD 88     -                                                        
 BE3428  ___________________________________________________________________
 BE3428  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BE3428  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3428
 BE3428  HORZ ORDER  -  THIRD
 BE3428
 BE3428.The horizontal coordinates were established by classical geodetic methods
 BE3428.and adjusted by the National Geodetic Survey in September 1997..
 BE3428
 BE3428
 BE3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3428
 BE3428.The geoid height was determined by GEOID03.
 BE3428
 BE3428;                    North         East     Units Scale Factor Converg.
 BE3428;SPC GA W     -    96,891.004   662,523.575   MT  0.99991732   -0 12 04.0
 BE3428;SPC GA W     -   317,883.24  2,173,629.43   sFT  0.99991732   -0 12 04.0
 BE3428;UTM  16      - 3,418,134.320   733,412.246   MT  1.00027210   +1 15 12.1
 BE3428
 BE3428                          SUPERSEDED SURVEY CONTROL
 BE3428
 BE3428  NAD 83(1994)-  30 52 24.56965(N)    084 33 30.94360(W) AD(       ) 4
 BE3428  NAD 83(1986)-  30 52 24.57000(N)    084 33 30.94362(W) AD(       ) 4
 BE3428  NAD 27      -  30 52 23.89121(N)    084 33 31.25592(W) AD(       ) 3
 BE3428
 BE3428.Superseded values are not recommended for survey control.
 BE3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3428.See file dsdata.txt to determine how the superseded data were derived.
 BE3428
 BE3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3341218134(NAD 83)
 BE3428_MARKER: 42 = RADIO/TV MAST
 BE3428
 BE3428  HISTORY     - Date     Condition        Report By
 BE3428  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3428
 BE3428                          STATION DESCRIPTION
 BE3428
 BE3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3428'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE
 BE3428'BAINBRIDGE CABLE TELEVISION MAST.  IT IS A TRUSSWORK STEEL,
 BE3428'GUYED MAST, WITH SEVERAL SMALL ANTENNAS ATTACHED AND IS PAINTED
 BE3428'RED AND WHITE.  THE MAST IS 500 FEET HIGH AND IS OWNED BY STORER
 BE3428'COMMUNICATIONS INCORPORATED.
 BE3428'
 BE3428'STATION IS LOCATED ABOUT 2.3 MILES SOUTH-SOUTHEAST OF THE CENTER
 BE3428'OF BAINBRIDGE, 0.15 MILE EAST OF U.S. HIGHWAY 27 AND 20 FEET EAST
 BE3428'OF A SMALL WHITE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3788 ***********************************************************************
 BE3788  SACS        -  This is a Secondary Airport Control Station.
 BE3788  DESIGNATION -  BAINBRIDGE CBL 150 DECATUR
 BE3788  PID         -  BE3788
 BE3788  STATE/COUNTY-  GA/DECATUR
 BE3788  USGS QUAD   -  BRINSON (1974)
 BE3788
 BE3788                         *CURRENT SURVEY CONTROL
 BE3788  ___________________________________________________________________
 BE3788* NAD 83(1994)-  30 58 26.62851(N)    084 38 27.66895(W)     ADJUSTED  
 BE3788* NAVD 88     -        41.47   (meters)     136.1    (feet)  GPS OBS   
 BE3788  ___________________________________________________________________
 BE3788  X           -     511,198.979 (meters)                     COMP
 BE3788  Y           -  -5,449,559.276 (meters)                     COMP
 BE3788  Z           -   3,263,435.419 (meters)                     COMP
 BE3788  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BE3788  ELLIP HEIGHT-          13.75  (meters)          (03/06/00) GPS OBS
 BE3788  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE3788
 BE3788  HORZ ORDER  -  FIRST
 BE3788  ELLP ORDER  -  FOURTH    CLASS II
 BE3788
 BE3788.This mark is at Decatur Co Industrial Airpark  (BGE)
 BE3788
 BE3788.The horizontal coordinates were established by GPS observations
 BE3788.and adjusted by the National Geodetic Survey in March 2000..
 BE3788
 BE3788.The orthometric height was determined by GPS observations and a
 BE3788.high-resolution geoid model.
 BE3788
 BE3788.GPS derived orthometric heights for airport stations designated as
 BE3788.PACS or SACS are published to 2 decimal places.  This maintains
 BE3788.centimeter relative accuracy between the PACS and SACS.  It does
 BE3788.not indicate centimeter accuracy relative to other marks which are
 BE3788.part of the NAVD 88 network.
 BE3788
 BE3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3788
 BE3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3788
 BE3788.The ellipsoidal height was determined by GPS observations
 BE3788.and is referenced to NAD 83.
 BE3788
 BE3788.The geoid height was determined by GEOID03.
 BE3788
 BE3788;                    North         East     Units Scale Factor Converg.
 BE3788;SPC GA W     -   108,071.095   654,689.345   MT  0.99992532   -0 14 38.9
 BE3788;SPC GA W     -   354,563.25  2,147,926.63   sFT  0.99992532   -0 14 38.9
 BE3788;UTM  16      - 3,429,115.255   725,293.695   MT  1.00022614   +1 12 52.4
 BE3788
 BE3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3788!SPC GA W     -   0.99999784  x   0.99992532  =   0.99992316
 BE3788!UTM  16      -   0.99999784  x   1.00022614  =   1.00022398
 BE3788
 BE3788:                Primary Azimuth Mark                     Grid Az
 BE3788:SPC GA W     -  B 188                                    063 50 09.8
 BE3788:UTM  16      -  B 188                                    062 22 38.5
 BE3788
 BE3788|---------------------------------------------------------------------|
 BE3788| PID    Reference Object                     Distance      Geod. Az  |
 BE3788|                                                           dddmmss.s |
 BE3788| BE1707 B 188                               477.688 METERS 0633530.9 |
 BE3788| BE3789 BAINBRIDGE CBL 800 DECATUR          APPROX. 0.7 KM 0894143.9 |
 BE3788|---------------------------------------------------------------------|
 BE3788
 BE3788                          SUPERSEDED SURVEY CONTROL
 BE3788
 BE3788  NAD 83(1994)-  30 58 26.62741(N)    084 38 27.66707(W) AD(       ) 3
 BE3788  NAD 83(1994)-  30 58 26.63674(N)    084 38 27.66889(W) AD(       ) 3
 BE3788  NAD 83(1986)-  30 58 26.63710(N)    084 38 27.67095(W) AD(       ) 3
 BE3788  NGVD 29 (09/27/88)   41.6    (m)          136.     (f) GPS OBS        
 BE3788
 BE3788.Superseded values are not recommended for survey control.
 BE3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3788.See file dsdata.txt to determine how the superseded data were derived.
 BE3788
 BE3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2529429115(NAD 83)
 BE3788_MARKER: DD = SURVEY DISK
 BE3788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE3788_STAMPING: DECATUR 150
 BE3788_MARK LOGO: GADT  
 BE3788_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3788+STABILITY: SURFACE MOTION
 BE3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3788+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 BE3788
 BE3788  HISTORY     - Date     Condition        Report By
 BE3788  HISTORY     - UNK      MONUMENTED       GADT
 BE3788  HISTORY     - 1987     GOOD             NGS
 BE3788  HISTORY     - 19980709 GOOD             NGS
 BE3788  HISTORY     - 20020624 GOOD             INDIV
 BE3788
 BE3788                          STATION DESCRIPTION
 BE3788
 BE3788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BE3788'THE STATION WAS RECOVERED AT THIS DATE.
 BE3788'A COMPLETE DESCRIPTION FOLLOWS.
 BE3788'
 BE3788'THE STATION IS LOCATED ABOUT 10 KM (6 MI) NORTHWEST OF BAINBRIDGE,
 BE3788'AT THE DECATUR COUNTY INDUSTRIAL AIRPARK, IN A WIDE GRASS AREA
 BE3788'PARALLEL TO RUNWAY 9L-27R, ALONG THE SOUTH EDGE OF THE LARGE
 BE3788'CONCRETE APRON.
 BE3788'OWNERSHIP--DECATUR COUNTY, C/O AIRPORT MANAGER DAVE NICHOLS, COUNTY
 BE3788'COURTHOUSE, BAINBRIDGE GA 31717.  PHONE (912) 246-7898.
 BE3788'
 BE3788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 84
 BE3788'BYPASS, 84 BUSINESS AND STATE HIGHWAY 1 ON THE WEST SIDE OF
 BE3788'BAINBRIDGE, GO NORTHWEST FOR 6.15 KM (3.8 MI) ON HIGHWAYS 1 AND 27
 BE3788'TO A FORK.  KEEP LEFT ON HIGHWAY FOR 0.54 KM (0.35 MI) TO A ROAD
 BE3788'LEFT.
 BE3788'TURN LEFT AND GO WEST FOR 1.33 KM (0.8 MI) ON INDUSTRIAL BOULEVARD
 BE3788'TO A RAIL CROSSING.  CONTINUE AHEAD FOR 0.80 KM (0.5 MI) TO RAMP
 BE3788'ROAD ON THE LEFT AT FIRE STATION (ACTING MANAGER IN FIRE STATION).
 BE3788'TURN LEFT AND GO SOUTH ON ROAD AND APRON FOR 0.33 KM (0.2 MI) TO
 BE3788'THE GRASS EDGE.  TURN RIGHT AND GO WEST ALONG APRON FOR 0.49 KM
 BE3788'(0.3 MI) TO THE STATION.
 BE3788'
 BE3788'THE STATION IS A STANDARD GADT DISK
 BE3788'STAMPED---DECATUR 150---,
 BE3788'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BE3788'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BE3788'15.4 METERS (50.5 FT) SOUTH FROM THE APRON EDGE,
 BE3788'37.7 METERS (123.7 FT) EAST-SOUTHEAST FROM THE CENTER ONE OF THREE
 BE3788'LIGHTS AT RAMP TURN,
 BE3788'12.8 METERS (42.0 FT) SOUTH-SOUTHWEST FROM A APRON LIGHT,
 BE3788'1.0 METERS (3.3 FT) NORTH FROM A METAL WITNESS POST, AND
 BE3788'0.5 METERS (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 BE3788'
 BE3788'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BE3788
 BE3788                          STATION RECOVERY (1998)
 BE3788
 BE3788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BE3788'STATION WAS RECOVERED AS DESCRIBED, ALL DISTANCES AND DIRECTIONS WERE
 BE3788'CHECKED.
 BE3788
 BE3788                          STATION RECOVERY (2002)
 BE3788
 BE3788'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GAE)
 BE3788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3789 ***********************************************************************
 BE3789  DESIGNATION -  BAINBRIDGE CBL 800 DECATUR
 BE3789  PID         -  BE3789
 BE3789  STATE/COUNTY-  GA/DECATUR
 BE3789  USGS QUAD   -  BRINSON (1974)
 BE3789
 BE3789                         *CURRENT SURVEY CONTROL
 BE3789  ___________________________________________________________________
 BE3789* NAD 83(1994)-  30 58 26.74004(N)    084 38 03.17081(W)     ADJUSTED  
 BE3789* NAVD 88     -        40.1    (meters)     132.     (feet)  GPS OBS   
 BE3789  ___________________________________________________________________
 BE3789  X           -     511,845.947 (meters)                     COMP
 BE3789  Y           -  -5,449,495.601 (meters)                     COMP
 BE3789  Z           -   3,263,437.664 (meters)                     COMP
 BE3789  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BE3789  ELLIP HEIGHT-          12.39  (meters)          (03/06/00) GPS OBS
 BE3789  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE3789
 BE3789  HORZ ORDER  -  THIRD
 BE3789  ELLP ORDER  -  FOURTH    CLASS II
 BE3789
 BE3789.This mark is at Decatur Co Industrial Airpark  (BGE)
 BE3789
 BE3789.The horizontal coordinates were established by GPS observations
 BE3789.and adjusted by the National Geodetic Survey in March 2000..
 BE3789
 BE3789.The orthometric height was determined by GPS observations and a
 BE3789.high-resolution geoid model.
 BE3789
 BE3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3789
 BE3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3789
 BE3789.The ellipsoidal height was determined by GPS observations
 BE3789.and is referenced to NAD 83.
 BE3789
 BE3789.The geoid height was determined by GEOID03.
 BE3789
 BE3789;                    North         East     Units Scale Factor Converg.
 BE3789;SPC GA W     -   108,071.780   655,339.391   MT  0.99992460   -0 14 26.3
 BE3789;SPC GA W     -   354,565.50  2,150,059.32   sFT  0.99992460   -0 14 26.3
 BE3789;UTM  16      - 3,429,132.493   725,943.709   MT  1.00022976   +1 13 05.0
 BE3789
 BE3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3789!SPC GA W     -   0.99999805  x   0.99992460  =   0.99992265
 BE3789!UTM  16      -   0.99999805  x   1.00022976  =   1.00022781
 BE3789
 BE3789:                Primary Azimuth Mark                     Grid Az
 BE3789:SPC GA W     -  BAINBRIDGE CBL 150 DECATUR               269 56 22.8
 BE3789:UTM  16      -  BAINBRIDGE CBL 150 DECATUR               268 28 51.5
 BE3789
 BE3789|---------------------------------------------------------------------|
 BE3789| PID    Reference Object                     Distance      Geod. Az  |
 BE3789|                                                           dddmmss.s |
 BE3789| BE3788 BAINBRIDGE CBL 150 DECATUR          APPROX. 0.7 KM 2694156.5 |
 BE3789| BE1707 B 188                               305.082 METERS 31315     |
 BE3789|---------------------------------------------------------------------|
 BE3789
 BE3789                          SUPERSEDED SURVEY CONTROL
 BE3789
 BE3789  NAD 83(1994)-  30 58 26.73894(N)    084 38 03.16892(W) AD(       ) 3
 BE3789  ELLIP H (09/03/97)   12.37   (m)                       GP(       ) 4 2
 BE3789  NAD 83(1994)-  30 58 26.74828(N)    084 38 03.17075(W) AD(       ) 3
 BE3789  NAD 83(1986)-  30 58 26.74846(N)    084 38 03.17268(W) AD(       ) 3
 BE3789  NGVD 29 (09/27/88)   40.2    (m)          132.     (f) GPS OBS        
 BE3789
 BE3789.Superseded values are not recommended for survey control.
 BE3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3789.See file dsdata.txt to determine how the superseded data were derived.
 BE3789
 BE3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2594429132(NAD 83)
 BE3789_MARKER: DD = SURVEY DISK
 BE3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE3789_STAMPING: DECATUR 800
 BE3789_MARK LOGO: GADT  
 BE3789_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3789+STABILITY: SURFACE MOTION
 BE3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3789+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 BE3789
 BE3789  HISTORY     - Date     Condition        Report By
 BE3789  HISTORY     - UNK      MONUMENTED       GADT
 BE3789  HISTORY     - 1987     GOOD             NGS
 BE3789  HISTORY     - 19980709 GOOD             NGS
 BE3789  HISTORY     - 20020624 GOOD             INDIV
 BE3789
 BE3789                          STATION DESCRIPTION
 BE3789
 BE3789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BE3789'THE STATION WAS RECOVERED AT THIS DATE.
 BE3789'A COMPLETE DESCRIPTION FOLLOWS.
 BE3789'
 BE3789'THE STATION IS LOCATED ABOUT 10 KM (6 MI) NORTHWEST OF BAINBRIDGE,
 BE3789'0 METERS (0 FT) EAST OF AT THE DECATUR COUNTY INDUSTRIAL AIRPARK,
 BE3789'IN THE GRASS AREA NEAR THE WEST END OF RUNWAY 9L-27R, AT THE
 BE3789'JUNCTION OF A RAMP AND THE LARGE CONCRETE APRON.
 BE3789'OWNERSHIP--DECATUR COUNTY, C/O AIRPORT MANAGER DAVE NICHOLS, COUNTY
 BE3789'COURTHOUSE, BAINBRIDGE GA 31717.  PHONE (912) 246-7898.
 BE3789'
 BE3789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 84
 BE3789'BYPASS, 84 BUSINESS AND STATE HIGHWAYS 1 ON THE WEST SIDE OF
 BE3789'BAINBRIDGE, GO NORTHWEST FOR 6.15 KM (3.8 MI) ON HIGHWAYS 1 AND 27
 BE3789'TO A FORK.  KEEP LEFT FORK ON HIGHWAY FOR 0.54 KM (0.35 MI) TO A
 BE3789'ROAD LEFT.
 BE3789'TURN LEFT AND GO WEST FOR 1.33 KM (0.8 MI) ON INDUSTRIAL BOULEVARD
 BE3789'TO A RAIL CROSSING.  CONTINUE AHEAD FOR 0.80 KM (0.5 MI) TO RAMP
 BE3789'ROAD ON THE LEFT, AT FIRE STATION (ACTING MANAGER AT FIRE STATION).
 BE3789'TURN LEFT AND GO SOUTH FOR 0.33 KM (0.2 MI) ON ROAD THEN ARPON TO
 BE3789'GRASS EDGE.  TURN LEFT AND GO EAST ALONG APRON EDGE FOR 0.16 KM
 BE3789'(0.1 MI) TO THE STATION.
 BE3789'
 BE3789'THE STATION IS A STANDARD GADT DISK
 BE3789'STAMPED---DECATUR 800---,
 BE3789'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BE3789'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BE3789'15.3 METERS (50.2 FT) SOUTH FROM THE APRON EDGE,
 BE3789'106 METERS (347.8 FT) EAST FROM THE RAMP CENTER,
 BE3789'19.9 METERS (65.3 FT) SOUTHEAST FROM AN APRON LIGHT,
 BE3789'19.1 METERS (62.7 FT) SOUTHWEST FROM AN APRON LIGHT,
 BE3789'0.8 METERS (2.6 FT) NORTH FROM A METAL WITNESS POST, AND
 BE3789'0.5 METERS (1.6 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 BE3789'
 BE3789'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BE3789
 BE3789                          STATION RECOVERY (1998)
 BE3789
 BE3789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BE3789'STATION WAS RECOVERED AS DESCRIBED, ALL DISTANCES AND DIRECTIONS WERE
 BE3789'CHECKED.
 BE3789
 BE3789                          STATION RECOVERY (2002)
 BE3789
 BE3789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GAE)
 BE3789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3411 ***********************************************************************
 BE3411  DESIGNATION -  BAINBRIDGE CTHSE CUPOLA LIGHT
 BE3411  PID         -  BE3411
 BE3411  STATE/COUNTY-  GA/DECATUR
 BE3411  USGS QUAD   -  BAINBRIDGE (1974)
 BE3411
 BE3411                         *CURRENT SURVEY CONTROL
 BE3411  ___________________________________________________________________
 BE3411* NAD 83(1994)-  30 54 24.10746(N)    084 34 36.06620(W)     ADJUSTED  
 BE3411* NAVD 88     -                                                        
 BE3411  ___________________________________________________________________
 BE3411  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BE3411  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3411
 BE3411  HORZ ORDER  -  THIRD
 BE3411
 BE3411.The horizontal coordinates were established by classical geodetic methods
 BE3411.and adjusted by the National Geodetic Survey in September 1997..
 BE3411
 BE3411
 BE3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3411
 BE3411.The geoid height was determined by GEOID03.
 BE3411
 BE3411;                    North         East     Units Scale Factor Converg.
 BE3411;SPC GA W     -   100,578.473   660,807.182   MT  0.99991894   -0 12 38.2
 BE3411;SPC GA W     -   329,981.21  2,167,998.23   sFT  0.99991894   -0 12 38.2
 BE3411;UTM  16      - 3,421,778.282   731,602.132   MT  1.00026171   +1 14 43.0
 BE3411
 BE3411                          SUPERSEDED SURVEY CONTROL
 BE3411
 BE3411  NAD 83(1994)-  30 54 24.11468(N)    084 34 36.07230(W) AD(       ) 4
 BE3411  NAD 83(1986)-  30 54 24.11498(N)    084 34 36.07215(W) AD(       ) 4
 BE3411  NAD 27      -  30 54 23.43000(N)    084 34 36.38400(W) AD(       ) 3
 BE3411
 BE3411.Superseded values are not recommended for survey control.
 BE3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3411.See file dsdata.txt to determine how the superseded data were derived.
 BE3411
 BE3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3160221778(NAD 83)
 BE3411_MARKER: 86 = CUPOLA
 BE3411
 BE3411  HISTORY     - Date     Condition        Report By
 BE3411  HISTORY     - 1938     FIRST OBSERVED   CGS
 BE3411  HISTORY     - 1965     GOOD             CGS
 BE3411  HISTORY     - 1973     GOOD             NGS
 BE3411  HISTORY     - 1987     GOOD             USPSQD
 BE3411
 BE3411                          STATION DESCRIPTION
 BE3411
 BE3411'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE3411'THE CENTER OF THE OLD COURTHOUSE CUPOLA WAS RECOVERED IN
 BE3411'GOOD CONDITION.
 BE3411
 BE3411                          STATION RECOVERY (1973)
 BE3411
 BE3411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3411'STATION RECOVERED IN APPARENT GOOD CONDITION, EXCEPT THAT THE LIGHT
 BE3411'HAS BEEN REMOVED.  THIS STATION WAS PREVIOUSLY NAMED BAINBRIDGE
 BE3411'COURTHOUSE LIGHT ON CUPOLA.  A NEW DESCRIPTION FOLLOWS--THE STATION
 BE3411'IS TOP CENTER OF THE WHITE CUPOLA AT THE TOP OF THE RED BRICK
 BE3411'CLOCK TOWER AT THE SOUTHEAST CORNER OF THE DECATUR COUNTY
 BE3411'COURTHOUSE.  IT IS APPROXIMATELY 100 FEET HIGH.
 BE3411'
 BE3411'STATION IS LOCATED IN THE CENTER OF BAINBRIDGE, 70 FEET NORTH OF
 BE3411'WATER STREET AND 70 FEET WEST OF WEST STREET.
 BE3411
 BE3411                          STATION RECOVERY (1987)
 BE3411
 BE3411'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BE3411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3407 ***********************************************************************
 BE3407  DESIGNATION -  BAINBRIDGE FLINT R MILL TANK
 BE3407  PID         -  BE3407
 BE3407  STATE/COUNTY-  GA/DECATUR
 BE3407  USGS QUAD   -  BAINBRIDGE (1974)
 BE3407
 BE3407                         *CURRENT SURVEY CONTROL
 BE3407  ___________________________________________________________________
 BE3407* NAD 83(1994)-  30 54 57.12466(N)    084 35 19.99343(W)     ADJUSTED  
 BE3407* NAVD 88     -                                                        
 BE3407  ___________________________________________________________________
 BE3407  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BE3407  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE3407
 BE3407  HORZ ORDER  -  THIRD
 BE3407
 BE3407.The horizontal coordinates were established by classical geodetic methods
 BE3407.and adjusted by the National Geodetic Survey in September 1997..
 BE3407
 BE3407
 BE3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3407
 BE3407.The geoid height was determined by GEOID03.
 BE3407
 BE3407;                    North         East     Units Scale Factor Converg.
 BE3407;SPC GA W     -   101,599.555   659,644.656   MT  0.99992008   -0 13 01.0
 BE3407;SPC GA W     -   333,331.21  2,164,184.18   sFT  0.99992008   -0 13 01.0
 BE3407;UTM  16      - 3,422,769.830   730,413.633   MT  1.00025494   +1 14 21.6
 BE3407
 BE3407                          SUPERSEDED SURVEY CONTROL
 BE3407
 BE3407  NAD 83(1994)-  30 54 57.13219(N)    084 35 19.99960(W) AD(       ) 4
 BE3407  NAD 83(1986)-  30 54 57.13223(N)    084 35 19.99930(W) AD(       ) 4
 BE3407  NAD 27      -  30 54 56.45500(N)    084 35 20.30900(W) AD(       ) 3
 BE3407
 BE3407.Superseded values are not recommended for survey control.
 BE3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3407.See file dsdata.txt to determine how the superseded data were derived.
 BE3407
 BE3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3041422770(NAD 83)
 BE3407_MARKER: 53 = ELEVATED TANK
 BE3407
 BE3407  HISTORY     - Date     Condition        Report By
 BE3407  HISTORY     - 1933     FIRST OBSERVED   CGS
 BE3407  HISTORY     - 1965     GOOD             CGS
 BE3407  HISTORY     - 1987     GOOD             USPSQD
 BE3407
 BE3407                          STATION DESCRIPTION
 BE3407
 BE3407'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE3407'THE STATION IS A CONICAL ROOFED STEEL WATER TANK SUPPORTED
 BE3407'BY FOUR STEEL LEGS, LOCATED ON THE PROPERTY OF THE FLINT
 BE3407'RIVER MILLING CO. IN WEST BAINBRIDGE.
 BE3407
 BE3407                          STATION RECOVERY (1987)
 BE3407
 BE3407'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BE3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3413 ***********************************************************************
 BE3413  DESIGNATION -  BAINBRIDGE LOT
 BE3413  PID         -  BE3413
 BE3413  STATE/COUNTY-  GA/DECATUR
 BE3413  USGS QUAD   -  BAINBRIDGE (1974)
 BE3413
 BE3413                         *CURRENT SURVEY CONTROL
 BE3413  ___________________________________________________________________
 BE3413* NAD 83(1994)-  30 55 02.35333(N)    084 35 48.69421(W)     ADJUSTED  
 BE3413* NAVD 88     -                                                        
 BE3413  ___________________________________________________________________
 BE3413  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BE3413  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE3413
 BE3413  HORZ ORDER  -  THIRD
 BE3413
 BE3413.The horizontal coordinates were established by classical geodetic methods
 BE3413.and adjusted by the National Geodetic Survey in September 1997..
 BE3413
 BE3413
 BE3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3413
 BE3413.The geoid height was determined by GEOID03.
 BE3413
 BE3413;                    North         East     Units Scale Factor Converg.
 BE3413;SPC GA W     -   101,763.479   658,883.274   MT  0.99992085   -0 13 15.7
 BE3413;SPC GA W     -   333,869.01  2,161,686.21   sFT  0.99992085   -0 13 15.7
 BE3413;UTM  16      - 3,422,914.399   729,648.076   MT  1.00025059   +1 14 07.0
 BE3413
 BE3413                          SUPERSEDED SURVEY CONTROL
 BE3413
 BE3413  NAD 83(1994)-  30 55 02.36162(N)    084 35 48.70070(W) AD(       ) 4
 BE3413  NAD 83(1986)-  30 55 02.36112(N)    084 35 48.70019(W) AD(       ) 4
 BE3413  NAD 27      -  30 55 01.68786(N)    084 35 49.00979(W) AD(       ) 3
 BE3413
 BE3413.Superseded values are not recommended for survey control.
 BE3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3413.See file dsdata.txt to determine how the superseded data were derived.
 BE3413
 BE3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2964822914(NAD 83)
 BE3413_MARKER: 57 = LOOKOUT TOWER
 BE3413
 BE3413  HISTORY     - Date     Condition        Report By
 BE3413  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3413
 BE3413                          STATION DESCRIPTION
 BE3413
 BE3413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3413'THE STATION IS THE APEX OF ROOF OF THE BAINBRIDGE DECATUR
 BE3413'LOOKOUT TOWER.  THE TOWER IS OWNED BY THE GEORGIA STATE FORESTRY
 BE3413'SERVICE.  IT IS A FOUR LEGGED, SKELETON, STEEL, TOWER WITH
 BE3413'OBSERVATION CABIN AT TOP.  THE TOWER IS GRAY STEEL IN COLOR AND
 BE3413'IS 110 FEET HIGH.
 BE3413'
 BE3413'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE CENTER OF
 BE3413'BAINBRIDGE, 0.35 MILE EAST-SOUTHEAST OF THE JUNCTION OF
 BE3413'U.S. HIGHWAY 84, 27 AND STATE HIGHWAY 253 AND 175 FEET SOUTH
 BE3413'OF STATE HIGHWAY 253.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3410 ***********************************************************************
 BE3410  DESIGNATION -  BAINBRIDGE MILLER MFG TANK
 BE3410  PID         -  BE3410
 BE3410  STATE/COUNTY-  GA/DECATUR
 BE3410  USGS QUAD   -  BAINBRIDGE (1974)
 BE3410
 BE3410                         *CURRENT SURVEY CONTROL
 BE3410  ___________________________________________________________________
 BE3410* NAD 83(1994)-  30 54 38.74886(N)    084 34 17.89256(W)     ADJUSTED  
 BE3410* NAVD 88     -                                                        
 BE3410  ___________________________________________________________________
 BE3410  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BE3410  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE3410
 BE3410  HORZ ORDER  -  THIRD
 BE3410
 BE3410.The horizontal coordinates were established by classical geodetic methods
 BE3410.and adjusted by the National Geodetic Survey in September 1997..
 BE3410
 BE3410
 BE3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3410
 BE3410.The geoid height was determined by GEOID03.
 BE3410
 BE3410;                    North         East     Units Scale Factor Converg.
 BE3410;SPC GA W     -   101,027.576   661,291.373   MT  0.99991848   -0 12 28.9
 BE3410;SPC GA W     -   331,454.64  2,169,586.78   sFT  0.99991848   -0 12 28.9
 BE3410;UTM  16      - 3,422,239.702   732,074.918   MT  1.00026442   +1 14 52.9
 BE3410
 BE3410                          SUPERSEDED SURVEY CONTROL
 BE3410
 BE3410  NAD 83(1994)-  30 54 38.75635(N)    084 34 17.89875(W) AD(       ) 4
 BE3410  NAD 83(1986)-  30 54 38.75642(N)    084 34 17.89856(W) AD(       ) 4
 BE3410  NAD 27      -  30 54 38.08300(N)    084 34 18.21000(W) AD(       ) 3
 BE3410
 BE3410.Superseded values are not recommended for survey control.
 BE3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3410.See file dsdata.txt to determine how the superseded data were derived.
 BE3410
 BE3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3207522240(NAD 83)
 BE3410_MARKER: 53 = ELEVATED TANK
 BE3410
 BE3410  HISTORY     - Date     Condition        Report By
 BE3410  HISTORY     - 1933     FIRST OBSERVED   CGS
 BE3410  HISTORY     - 1965     GOOD             CGS
 BE3410  HISTORY     - 1973     GOOD             NGS
 BE3410
 BE3410                          STATION DESCRIPTION
 BE3410
 BE3410'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE3410'THE STATION IS A CONICAL ROOFED STEEL WATER TANK SUPPORTED
 BE3410'BY FOUR STEEL LEGS.  IT IS LOCATED ON THE PROPERTY OF THE
 BE3410'MILLER HYDRO MFG. CO.
 BE3410
 BE3410                          STATION RECOVERY (1973)
 BE3410
 BE3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3410'STATION RECOVERED IN APPARENT GOOD CONDITION.  THIS STATION WAS
 BE3410'PREVIOUSLY NAMED BAINBRIDGE MILLER MFG CO SMALL SILVER TANK.  A NEW
 BE3410'DESCRIPTION FOLLOWS--THE STATION IS THE BALL AT THE TOP CENTER OF
 BE3410'THE MILLER HYDRO MANUFACTURING COMPANY WATER TANK.  THE TANK HAS A
 BE3410'CYLINDRICAL BODY, CONICAL TOP, HEMISPHERICAL BOTTOM AND IS
 BE3410'SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS.  IT IS PAINTED SILVER AND
 BE3410'IS APPROXIMATELY 100 FEET HIGH.
 BE3410'
 BE3410'STATION IS LOCATED ABOUT 0.4 MILE NORTH-NORTHEAST OF THE CENTER OF
 BE3410'BAINBRIDGE, AT THE MILLER HYDRO COMPANY PLANT, 0.15 MILE NORTH OF
 BE3410'BUSINESS ROUTE 27, 150 FEET NORTH OF THE RAILROAD TRACKS AND 125
 BE3410'FEET WEST OF INDEPENDENT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3414 ***********************************************************************
 BE3414  DESIGNATION -  BAINBRIDGE MUN TANK
 BE3414  PID         -  BE3414
 BE3414  STATE/COUNTY-  GA/DECATUR
 BE3414  USGS QUAD   -  BAINBRIDGE (1974)
 BE3414
 BE3414                         *CURRENT SURVEY CONTROL
 BE3414  ___________________________________________________________________
 BE3414* NAD 83(1994)-  30 53 31.29923(N)    084 34 11.35768(W)     ADJUSTED  
 BE3414* NAVD 88     -                                                        
 BE3414  ___________________________________________________________________
 BE3414  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BE3414  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3414
 BE3414  HORZ ORDER  -  THIRD
 BE3414
 BE3414.The horizontal coordinates were established by classical geodetic methods
 BE3414.and adjusted by the National Geodetic Survey in September 1997..
 BE3414
 BE3414
 BE3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3414
 BE3414.The geoid height was determined by GEOID03.
 BE3414
 BE3414;                    North         East     Units Scale Factor Converg.
 BE3414;SPC GA W     -    98,949.911   661,457.377   MT  0.99991832   -0 12 25.2
 BE3414;SPC GA W     -   324,638.17  2,170,131.41   sFT  0.99991832   -0 12 25.2
 BE3414;UTM  16      - 3,420,166.206   732,293.724   MT  1.00026567   +1 14 53.8
 BE3414
 BE3414                          SUPERSEDED SURVEY CONTROL
 BE3414
 BE3414  NAD 83(1994)-  30 53 31.30686(N)    084 34 11.36379(W) AD(       ) 4
 BE3414  NAD 83(1986)-  30 53 31.30690(N)    084 34 11.36386(W) AD(       ) 4
 BE3414  NAD 27      -  30 53 30.63042(N)    084 34 11.67600(W) AD(       ) 3
 BE3414
 BE3414.Superseded values are not recommended for survey control.
 BE3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3414.See file dsdata.txt to determine how the superseded data were derived.
 BE3414
 BE3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3229420166(NAD 83)
 BE3414_MARKER: 53 = ELEVATED TANK
 BE3414
 BE3414  HISTORY     - Date     Condition        Report By
 BE3414  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3414
 BE3414                          STATION DESCRIPTION
 BE3414
 BE3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3414'THE STATION IS THE APEX OF VENT AT THE TOP CENTER OF THE
 BE3414'BAINBRIDGE MUNICIPAL WATER TANK.  THE TANK IS FORMED BY A DOME
 BE3414'TOP AND BOTTOM AND IS SUPPORTED BY TEN TUBULAR STEEL LEGS.  IT IS
 BE3414'PAINTED SILVER AND IS APPROXIMATELY 125 FEET HIGH.
 BE3414'
 BE3414'STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF THE CENTER
 BE3414'OF BAINBRIDGE, 0.05 MILE NORTH OF U.S. HIGHWAY 84 AND 27,
 BE3414'0.2 MILE WEST OF TALLAHASSEE ROAD (BUSINESS ROUTE 27) AND AT THE
 BE3414'SOUTHWEST CORNER OF SCHOOL GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3412 ***********************************************************************
 BE3412  DESIGNATION -  BAINBRIDGE PORT AUTH TANK
 BE3412  PID         -  BE3412
 BE3412  STATE/COUNTY-  GA/DECATUR
 BE3412  USGS QUAD   -  BAINBRIDGE (1974)
 BE3412
 BE3412                         *CURRENT SURVEY CONTROL
 BE3412  ___________________________________________________________________
 BE3412* NAD 83(1994)-  30 53 51.41279(N)    084 36 26.00660(W)     ADJUSTED  
 BE3412* NAVD 88     -                                                        
 BE3412  ___________________________________________________________________
 BE3412  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BE3412  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BE3412
 BE3412  HORZ ORDER  -  THIRD
 BE3412
 BE3412.The horizontal coordinates were established by classical geodetic methods
 BE3412.and adjusted by the National Geodetic Survey in September 1997..
 BE3412
 BE3412
 BE3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3412
 BE3412.The geoid height was determined by GEOID03.
 BE3412
 BE3412;                    North         East     Units Scale Factor Converg.
 BE3412;SPC GA W     -    99,582.804   657,884.019   MT  0.99992187   -0 13 34.4
 BE3412;SPC GA W     -   326,714.58  2,158,407.82   sFT  0.99992187   -0 13 34.4
 BE3412;UTM  16      - 3,420,708.320   728,704.241   MT  1.00024526   +1 13 45.3
 BE3412
 BE3412                          SUPERSEDED SURVEY CONTROL
 BE3412
 BE3412  NAD 83(1994)-  30 53 51.42041(N)    084 36 26.01250(W) AD(       ) 4
 BE3412  NAD 83(1986)-  30 53 51.42050(N)    084 36 26.01254(W) AD(       ) 4
 BE3412  NAD 27      -  30 53 50.74505(N)    084 36 26.32458(W) AD(       ) 3
 BE3412
 BE3412.Superseded values are not recommended for survey control.
 BE3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3412.See file dsdata.txt to determine how the superseded data were derived.
 BE3412
 BE3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2870420708(NAD 83)
 BE3412_MARKER: 53 = ELEVATED TANK
 BE3412
 BE3412  HISTORY     - Date     Condition        Report By
 BE3412  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3412
 BE3412                          STATION DESCRIPTION
 BE3412
 BE3412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3412'THE STATION IS THE BALL AT THE TOP CENTER OF THE BAINBRIDGE
 BE3412'GEORGIA PORT AUTHORITY WATER TANK.  THE TANK IS OWNED BY THE
 BE3412'GEORGIA STATE PORT AUTHORITY.  IT HAS A CYLINDRICAL BODY AND
 BE3412'DOME SHAPED TOP AND BOTTOM AND IS SUPPORTED BY FOUR TUBULAR
 BE3412'STEEL LEGS.  THE TANK IS GRAY IN COLOR AND IS APPROXIMATELY
 BE3412'120 FEET HIGH.
 BE3412'
 BE3412'STATION IS LOCATED ABOUT 2.5 MILES WEST OF THE CENTER OF
 BE3412'BAINBRIDGE, 1.3 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS
 BE3412'84, 27 AND STATE HIGHWAY 253 SPUR, 0.2 MILE SOUTHEAST OF STATE
 BE3412'HIGHWAY 253 SPUR AND 75 FEET SOUTH OF THE SOUTH SIDE OF THE
 BE3412'PORT AUTHORITY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0947 ***********************************************************************
 BE0947  DESIGNATION -  BAINBRIDGE RM 1
 BE0947  PID         -  BE0947
 BE0947  STATE/COUNTY-  GA/DECATUR
 BE0947  USGS QUAD   -  BAINBRIDGE (1974)
 BE0947
 BE0947                         *CURRENT SURVEY CONTROL
 BE0947  ___________________________________________________________________
 BE0947* NAD 83(1986)-  30 53 26.     (N)    084 34 34.     (W)     SCALED    
 BE0947* NAVD 88     -        38.648  (meters)     126.80   (feet)  ADJUSTED  
 BE0947  ___________________________________________________________________
 BE0947  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE0947  DYNAMIC HT  -          38.599 (meters)     126.64  (feet)  COMP
 BE0947  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 BE0947
 BE0947  VERT ORDER  -  FIRST     CLASS I
 BE0947
 BE0947.The horizontal coordinates were scaled from a topographic map and have
 BE0947.an estimated accuracy of +/- 6 seconds.
 BE0947
 BE0947.The orthometric height was determined by differential leveling
 BE0947.and adjusted by the National Geodetic Survey in June 1991..
 BE0947
 BE0947.The geoid height was determined by GEOID03.
 BE0947
 BE0947.The dynamic height is computed by dividing the NAVD 88
 BE0947.geopotential number by the normal gravity value computed on the
 BE0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0947.degrees latitude (g = 980.6199 gals.).
 BE0947
 BE0947.The modeled gravity was interpolated from observed gravity values.
 BE0947
 BE0947;                    North         East    Units  Estimated Accuracy
 BE0947;SPC GA W     -    98,790.      660,860.      MT  (+/- 180 meters Scaled)
 BE0947
 BE0947                          SUPERSEDED SURVEY CONTROL
 BE0947
 BE0947  NGVD 29 (??/??/92)   38.776  (m)          127.22   (f) ADJ UNCH    1 1
 BE0947
 BE0947.Superseded values are not recommended for survey control.
 BE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0947.See file dsdata.txt to determine how the superseded data were derived.
 BE0947
 BE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV316199(NAD 83)
 BE0947_MARKER: DR = REFERENCE MARK DISK
 BE0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0947_STAMPING: BAINBRIDGE NO 1 1938
 BE0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0947+STABILITY: SURFACE MOTION
 BE0947
 BE0947  HISTORY     - Date     Condition        Report By
 BE0947  HISTORY     - 1938     MONUMENTED       CGS
 BE0947  HISTORY     - 1973     GOOD             NGS
 BE0947
 BE0947                          STATION DESCRIPTION
 BE0947
 BE0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BE0947'0.9 MI S FROM BAINBRIDGE.
 BE0947'ABOUT 0.9 MILE SOUTH ALONG WEST STREET FROM THE POST OFFICE AT
 BE0947'BAINBRIDGE, NEAR THE JUNCTION OF WEST AND BAINBRIDGE STREETS,
 BE0947'0.1 MILE SOUTH OF THE WEST STREET OVERPASS FOR U.S. HIGHWAY 27
 BE0947'AND BAINBRIDGE RM 4, 269 FEET WEST OF THE CENTER LINE OF WEST
 BE0947'STREET, 22 FEET NORTH OF THE CENTER LINE OF BAINBRIDGE STREET,
 BE0947'6 FEET WEST OF A T FENCE CORNER, 1/2 FOOT SOUTH OF AN EAST-WEST
 BE0947'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF BAINBRIDGE STREET, AND
 BE0947'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE
 BE0947'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0949 ***********************************************************************
 BE0949  DESIGNATION -  BAINBRIDGE RM 2
 BE0949  PID         -  BE0949
 BE0949  STATE/COUNTY-  GA/DECATUR
 BE0949  USGS QUAD   -  BAINBRIDGE (1974)
 BE0949
 BE0949                         *CURRENT SURVEY CONTROL
 BE0949  ___________________________________________________________________
 BE0949* NAD 83(1986)-  30 53 27.     (N)    084 34 34.     (W)     SCALED    
 BE0949* NAVD 88     -        39.063  (meters)     128.16   (feet)  ADJUSTED  
 BE0949  ___________________________________________________________________
 BE0949  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE0949  DYNAMIC HT  -          39.013 (meters)     128.00  (feet)  COMP
 BE0949  MODELED GRAV-     979,372.6   (mgal)                       NAVD 88
 BE0949
 BE0949  VERT ORDER  -  SECOND    CLASS 0
 BE0949
 BE0949.The horizontal coordinates were scaled from a topographic map and have
 BE0949.an estimated accuracy of +/- 6 seconds.
 BE0949
 BE0949.The orthometric height was determined by differential leveling
 BE0949.and adjusted by the National Geodetic Survey in June 1991..
 BE0949
 BE0949.The geoid height was determined by GEOID03.
 BE0949
 BE0949.The dynamic height is computed by dividing the NAVD 88
 BE0949.geopotential number by the normal gravity value computed on the
 BE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0949.degrees latitude (g = 980.6199 gals.).
 BE0949
 BE0949.The modeled gravity was interpolated from observed gravity values.
 BE0949
 BE0949;                    North         East    Units  Estimated Accuracy
 BE0949;SPC GA W     -    98,820.      660,860.      MT  (+/- 180 meters Scaled)
 BE0949
 BE0949                          SUPERSEDED SURVEY CONTROL
 BE0949
 BE0949  NGVD 29 (??/??/92)   39.192  (m)          128.58   (f) ADJ UNCH    2 0
 BE0949
 BE0949.Superseded values are not recommended for survey control.
 BE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0949.See file dsdata.txt to determine how the superseded data were derived.
 BE0949
 BE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV316200(NAD 83)
 BE0949_MARKER: DR = REFERENCE MARK DISK
 BE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0949_STAMPING: BAINBRIDGE NO 2 1938
 BE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0949+STABILITY: SURFACE MOTION
 BE0949
 BE0949  HISTORY     - Date     Condition        Report By
 BE0949  HISTORY     - 1938     MONUMENTED       CGS
 BE0949  HISTORY     - 1952     GOOD             NGS
 BE0949  HISTORY     - 1958     GOOD             NGS
 BE0949
 BE0949                          STATION DESCRIPTION
 BE0949
 BE0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE0949'AT BAINBRIDGE.
 BE0949'AT BAINBRIDGE, ABOUT 1.05 MILES SOUTH ALONG WEST STREET FROM THE
 BE0949'POST OFFICE AT BAINBRIDGE, AT THE SOUTHEAST CORNER OF A VACANT
 BE0949'LOT, AT THE JUNCTION OF A DRIVE WEST TO HOUSE NO. 1330, 116 FEET
 BE0949'NORTH OF THE EXTENDED CENTER LINE OF BAINBRIDGE STREET LEADING
 BE0949'EAST, 27 FEET WEST OF CENTER LINE OF WEST STREET, 25 FEET NORTH
 BE0949'OF CENTER LINE OF DRIVE, 178 FEET NORTHWEST AND ACROSS WEST
 BE0949'STREET FROM THE STATION MARK, 48 FEET WEST AND ACROSS WEST
 BE0949'STREET FROM A POWER POLE, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT
 BE0949'ABOVE LEVEL OF STREET AND SET IN THE TOP OF A CONCRETE POST
 BE0949'PROJECTING 1 INCH.  NOTE-- FEB. 1958 - BENCH MARK IS LEANING
 BE0949'AND SHOULD BE LOWERED.  IT IS IN THE CORNER OF A LOT NOW OCCUPIED
 BE0949'BY A HOUSE.
 BE0949
 BE0949                          STATION RECOVERY (1958)
 BE0949
 BE0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BE0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3415 ***********************************************************************
 BE3415  DESIGNATION -  BAINBRIDGE RM 3
 BE3415  PID         -  BE3415
 BE3415  STATE/COUNTY-  GA/DECATUR
 BE3415  USGS QUAD   -  BAINBRIDGE (1974)
 BE3415
 BE3415                         *CURRENT SURVEY CONTROL
 BE3415  ___________________________________________________________________
 BE3415* NAD 83(1994)-  30 53 27.60155(N)    084 34 34.17101(W)     ADJUSTED  
 BE3415* NAVD 88     -        38.70   (+/-2cm)     127.0    (feet)  VERTCON   
 BE3415  ___________________________________________________________________
 BE3415  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BE3415  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3415
 BE3415  HORZ ORDER  -  FIRST
 BE3415  VERT ORDER  -  THIRD ? (See Below)
 BE3415
 BE3415.The horizontal coordinates were established by classical geodetic methods
 BE3415.and adjusted by the National Geodetic Survey in September 1997..
 BE3415
 BE3415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3415.The vertical order pertains to the NGVD 29 superseded value.
 BE3415
 BE3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3415
 BE3415.The geoid height was determined by GEOID03.
 BE3415
 BE3415;                    North         East     Units Scale Factor Converg.
 BE3415;SPC GA W     -    98,838.251   660,851.117   MT  0.99991890   -0 12 36.9
 BE3415;SPC GA W     -   324,271.83  2,168,142.37   sFT  0.99991890   -0 12 36.9
 BE3415;UTM  16      - 3,420,039.142   731,690.287   MT  1.00026222   +1 14 41.9
 BE3415
 BE3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3415!SPC GA W     -   0.99999828  x   0.99991890  =   0.99991718
 BE3415!UTM  16      -   0.99999828  x   1.00026222  =   1.00026050
 BE3415
 BE3415:                Primary Azimuth Mark                     Grid Az
 BE3415:SPC GA W     -  BAINBRIDGE MILLER MFG TANK               011 22 12.1
 BE3415:UTM  16      -  BAINBRIDGE MILLER MFG TANK               009 54 53.3
 BE3415
 BE3415|---------------------------------------------------------------------|
 BE3415| PID    Reference Object                     Distance      Geod. Az  |
 BE3415|                                                           dddmmss.s |
 BE3415| BE3410 BAINBRIDGE MILLER MFG TANK          APPROX. 2.2 KM 0110935.2 |
 BE3415| BE3414 BAINBRIDGE MUN TANK                 APPROX. 0.6 KM 0792114.7 |
 BE3415| BE3428 BAINBRIDGE CABLE TV MAST            APPROX. 2.6 KM 1390752.0 |
 BE3415| AB6425 YAUMAN RESET                        APPROX. 9.2 KM 1471651.2 |
 BE3415| BE0948 BAINBRIDGE                           24.626 METERS 19437     |
 BE3415| BE3412 BAINBRIDGE PORT AUTH TANK           APPROX. 3.1 KM 2835235.3 |
 BE3415| BE3413 BAINBRIDGE LOT                      APPROX. 3.5 KM 3255137.4 |
 BE3415| BE3407 BAINBRIDGE FLINT R MILL TANK        APPROX. 3.0 KM 3361118.0 |
 BE3415| BE3411 BAINBRIDGE CTHSE CUPOLA LIGHT       APPROX. 1.7 KM 3582036.5 |
 BE3415|---------------------------------------------------------------------|
 BE3415
 BE3415                          SUPERSEDED SURVEY CONTROL
 BE3415
 BE3415  NAD 83(1994)-  30 53 27.60919(N)    084 34 34.17704(W) AD(       ) 1
 BE3415  NAD 83(1986)-  30 53 27.60926(N)    084 34 34.17698(W) AD(       ) 1
 BE3415  NAD 27      -  30 53 26.93299(N)    084 34 34.48900(W) AD(       ) 1
 BE3415  NGVD 29 (07/19/86)   38.83   (m)          127.4    (f) LEVELING    3  
 BE3415
 BE3415.Superseded values are not recommended for survey control.
 BE3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3415.See file dsdata.txt to determine how the superseded data were derived.
 BE3415
 BE3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3169020039(NAD 83)
 BE3415_MARKER: DR = REFERENCE MARK DISK
 BE3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3415_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3415+STABILITY: SURFACE MOTION
 BE3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3415+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 BE3415
 BE3415  HISTORY     - Date     Condition        Report By
 BE3415  HISTORY     - 1973     MONUMENTED       NGS
 BE3415  HISTORY     - 19931018 GOOD             NGS
 BE3415  HISTORY     - 20020723 GOOD             PREPA
 BE3415  HISTORY     - 20030313 GOOD             RICHM
 BE3415  HISTORY     - 20030919 GOOD             RICHM
 BE3415  HISTORY     - 20050401 GOOD             RICHM
 BE3415
 BE3415                          STATION DESCRIPTION
 BE3415
 BE3415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 BE3415'THE STATION IS LOCATED AT THE SOUTH EDGE OF BAINBRIDGE AND ON
 BE3415'LAND OWNED BY MR. EPP CATO, TELEPHONE NUMBER 246-2364.
 BE3415'
 BE3415'TO REACH THE STATION FROM THE TOWN SQUARE IN BAINBRIDGE, GO
 BE3415'SOUTH ON WEST STREET FOR 1.0 MILE TO THE OVERPASS OF
 BE3415'U.S. HIGHWAYS 84 AND 24 AND REFERENCE MARK 4 ON THE LEFT, CONTINUE
 BE3415'SOUTH ON WEST STREET FOR 0.1 MILE TO BAINBRIDGE STREET AND THE
 BE3415'STATION ON THE LEFT.
 BE3415'
 BE3415'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 BE3415'BAINBRIDGE 1938 NO 3 1973.  THE SURFACE DISK IS SET IN THE TOP
 BE3415'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 BE3415'THE GROUND SURFACE.  IT IS 67 FEET EAST OF THE CENTER OF WEST
 BE3415'STREET, 49 FEET SOUTHWEST OF A 14-INCH PINE TREE, 37 FEET NORTH
 BE3415'OF THE CENTER OF BAINBRIDGE STREET AND 36 FEET SOUTHEAST OF A
 BE3415'10-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 BE3415'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BE3415'SURFACE.
 BE3415'
 BE3415'BAINBRIDGE STATION MARKS ARE STANDARD DISKS STAMPED BAINBRIDGE
 BE3415'1938.  THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE
 BE3415'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT
 BE3415'IS 48 FEET EAST OF THE CENTERLINE OF WEST STREET, 40 FEET SOUTH
 BE3415'OF THE CENTER OF BAINBRIDGE STREET AND 34 FEET SOUTHEAST OF A
 BE3415'TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BE3415'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BE3415'
 BE3415'REFERENCE MARK 4, A STANDARD DISK STAMPED BAINBRIDGE 1938
 BE3415'NO 4 1973, IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH END
 BE3415'OF THE OVERPASS RAILING THAT PROJECTS 4 FEET.  IT IS 22 FEET
 BE3415'EAST-SOUTHEAST OF THE CENTER OF WEST STREET AND 1 FOOT NORTH OF A
 BE3415'METAL WITNESS POST.  THE MARK SERVES AS AN AZIMUTH MARK.
 BE3415'
 BE3415'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 BE3415
 BE3415                          STATION RECOVERY (1993)
 BE3415
 BE3415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BE3415'STATION IS 69 FT (21.0 M) EAST OF CENTER OF WEST STREET, 61 FT (18.6
 BE3415'M) ESE OF A 35 MPH SIGN, 49 FT (14.9 M) SW OF A 14 INCH PINE TREE,
 BE3415'46.5 FT (14.2 M) ENE OF A STOP SIGN, 36 FT (11.0 M) SE OF A 10 INCH
 BE3415'PINE, 35 FT (10.7 M) NORTH OF CENTER OF BAINBRIDGE STREET, UNDER A
 BE3415'GREEN PLASTIC WATER METER BOX.
 BE3415
 BE3415                          STATION RECOVERY (2002)
 BE3415
 BE3415'RECOVERY NOTE BY PUERTO RICO ELECTRIC POWER AUTH 2002 (RGM)
 BE3415'LOCATED ON WOODMEN OF THE WORLD INSURANCE LOT
 BE3415
 BE3415                          STATION RECOVERY (2003)
 BE3415
 BE3415'RECOVERY NOTE BY RICHARD MATTHEWS AND ASSOCIATES 2003 (MH)
 BE3415'NEXT TO STONE SCULPTURE OF FIRE LAY
 BE3415
 BE3415                          STATION RECOVERY (2003)
 BE3415
 BE3415'RECOVERY NOTE BY RICHARD MATTHEWS AND ASSOCIATES 2003 (MH)
 BE3415'NGS SIGN DISTURBED
 BE3415
 BE3415                          STATION RECOVERY (2005)
 BE3415
 BE3415'RECOVERY NOTE BY RICHARD MATTHEWS AND ASSOCIATES 2005 (MH)
 BE3415'STONE SCULPTURE OF FIRE LAY ABOUT TO COVER MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1225 ***********************************************************************
 BE1225  DESIGNATION -  BAINBRIDGE RM 4
 BE1225  PID         -  BE1225
 BE1225  STATE/COUNTY-  GA/DECATUR
 BE1225  USGS QUAD   -  BAINBRIDGE (1974)
 BE1225
 BE1225                         *CURRENT SURVEY CONTROL
 BE1225  ___________________________________________________________________
 BE1225* NAD 83(1986)-  30 53 26.     (N)    084 34 34.     (W)     SCALED    
 BE1225* NAVD 88     -        42.303  (meters)     138.79   (feet)  ADJUSTED  
 BE1225  ___________________________________________________________________
 BE1225  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE1225  DYNAMIC HT  -          42.249 (meters)     138.61  (feet)  COMP
 BE1225  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 BE1225
 BE1225  VERT ORDER  -  FIRST     CLASS I
 BE1225
 BE1225.The horizontal coordinates were scaled from a topographic map and have
 BE1225.an estimated accuracy of +/- 6 seconds.
 BE1225
 BE1225.The orthometric height was determined by differential leveling
 BE1225.and adjusted by the National Geodetic Survey in June 1991..
 BE1225
 BE1225.The geoid height was determined by GEOID03.
 BE1225
 BE1225.The dynamic height is computed by dividing the NAVD 88
 BE1225.geopotential number by the normal gravity value computed on the
 BE1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1225.degrees latitude (g = 980.6199 gals.).
 BE1225
 BE1225.The modeled gravity was interpolated from observed gravity values.
 BE1225
 BE1225;                    North         East    Units  Estimated Accuracy
 BE1225;SPC GA W     -    98,790.      660,860.      MT  (+/- 180 meters Scaled)
 BE1225
 BE1225                          SUPERSEDED SURVEY CONTROL
 BE1225
 BE1225  NGVD 29 (??/??/92)   42.43   (m)          139.2    (f) COMPUTED    1 1
 BE1225
 BE1225.Superseded values are not recommended for survey control.
 BE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1225.See file dsdata.txt to determine how the superseded data were derived.
 BE1225
 BE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV316199(NAD 83)
 BE1225_MARKER: DR = REFERENCE MARK DISK
 BE1225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE1225_SP_SET: OVERPASS
 BE1225_STAMPING: BAINBRIDGE NO 4 1938 1973
 BE1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1225
 BE1225  HISTORY     - Date     Condition        Report By
 BE1225  HISTORY     - 1973     MONUMENTED       NGS
 BE1225
 BE1225                          STATION DESCRIPTION
 BE1225
 BE1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BE1225'0.8 MI S FROM BAINBRIDGE.
 BE1225'ABOUT 0.8 MILE SOUTH ALONG WEST STREET FROM THE POST OFFICE AT
 BE1225'BAINBRIDGE, AT THE NORTHEAST END OF THE WEST STREET OVERPASS FOR
 BE1225'U.S. HIGHWAY 27, 22 FEET EAST OF THE CENTER LINE OF WEST STREET,
 BE1225'0.1 MILE NORTH OF TRIANGULATION STATION BAINBRIDGE 1938, SET IN
 BE1225'THE TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL ON THE
 BE1225'OVERPASS, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT
 BE1225'3 1/2 FEET ABOVE THE LEVEL OF WEST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1368 ***********************************************************************
 BS1368  DESIGNATION -  BAKER
 BS1368  PID         -  BS1368
 BS1368  STATE/COUNTY-  GA/BERRIEN
 BS1368  USGS QUAD   -  ENIGMA (1988)
 BS1368
 BS1368                         *CURRENT SURVEY CONTROL
 BS1368  ___________________________________________________________________
 BS1368* NAD 83(1994)-  31 23 30.61912(N)    083 16 21.61435(W)     ADJUSTED  
 BS1368* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BS1368  ___________________________________________________________________
 BS1368  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BS1368  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BS1368
 BS1368  HORZ ORDER  -  FIRST
 BS1368
 BS1368.The horizontal coordinates were established by classical geodetic methods
 BS1368.and adjusted by the National Geodetic Survey in September 1997..
 BS1368
 BS1368.The orthometric height was scaled from a topographic map.
 BS1368
 BS1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1368
 BS1368.The geoid height was determined by GEOID03.
 BS1368
 BS1368;                    North         East     Units Scale Factor Converg.
 BS1368;SPC GA W     -   154,635.286   785,022.405   MT  0.99998913   +0 27 56.5
 BS1368;SPC GA W     -   507,332.60  2,575,527.67   sFT  0.99998913   +0 27 56.5
 BS1368;UTM  17      - 3,475,261.970   283,903.196   MT  1.00017601   -1 11 03.4
 BS1368
 BS1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1368!SPC GA W     -   0.99998917  x   0.99998913  =   0.99997830
 BS1368!UTM  17      -   0.99998917  x   1.00017601  =   1.00016517
 BS1368
 BS1368|---------------------------------------------------------------------|
 BS1368| PID    Reference Object                     Distance      Geod. Az  |
 BS1368|                                                           dddmmss.s |
 BS1368| CW3298 BAKER RM                             13.170 METERS 20032     |
 BS1368| BS0690 HART                                APPROX. 2.5 KM 2835958.1 |
 BS1368|---------------------------------------------------------------------|
 BS1368
 BS1368                          SUPERSEDED SURVEY CONTROL
 BS1368
 BS1368  NAD 83(1986)-  31 23 30.63440(N)    083 16 21.62082(W) AD(       ) 1
 BS1368  NAD 27      -  31 23 29.92800(N)    083 16 22.05700(W) AD(       ) 1
 BS1368
 BS1368.Superseded values are not recommended for survey control.
 BS1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1368.See file dsdata.txt to determine how the superseded data were derived.
 BS1368
 BS1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ8390375262(NAD 83)
 BS1368_MARKER: DS = TRIANGULATION STATION DISK
 BS1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1368
 BS1368  HISTORY     - Date     Condition        Report By
 BS1368  HISTORY     - 1917     MONUMENTED       CGS
 BS1368  HISTORY     - 1975     MARK NOT FOUND   NGS
 BS1368  HISTORY     - 1979     GOOD             NGS
 BS1368
 BS1368                          STATION DESCRIPTION
 BS1368
 BS1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BS1368'ABOUT 3 MILES NORTH OF ALAPHA STATION, ON ATLANTIC COAST LINE
 BS1368'RAILWAY RIGHT-OF-WAY, 40 METERS (131 FEET) NORTH OF WHITE
 BS1368'WHISTLE POST, 7.16 METERS (23.5 FEET) WEST OF WEST RAIL OF
 BS1368'MAIN TRACK, JUST WEST OF O. BAKERS TENANT HOUSE, AND ABOUT
 BS1368'100 METERS (328 FEET) NORTH OF WEST FROM OLD CHURCH BUILDING.
 BS1368'SURFACE MARK IS STANDARD DISK IN CONCRETE.  UNDERGROUND
 BS1368'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS 1-INCH
 BS1368'IRON PIN IN CENTER OF CONCRETE MOUND, 1/2 METER (20 INCHES)
 BS1368'EAST OF FENCE ON WEST SIDE OF RIGHT-OF-WAY, AND 13.17 METERS
 BS1368'(43.2 FEET) FROM STATION IN GRID AZIMUTH 20 DEG 04 MIN.
 BS1368'LINE FROM STATION TO REFERENCE MARK IS ABOUT NORMAL TO
 BS1368'DIRECTION OF TRACK.  GRID AZIMUTH FROM STATION TO ALAPAHA,
 BS1368'RAILWAY TANK, IS 283 DEG 19 MIN 15 SEC.
 BS1368
 BS1368                          STATION RECOVERY (1975)
 BS1368
 BS1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BS1368'A SEARCH WAS MADE FOR THE STATION BY USING THE DISTANCE OF ABOUT 3
 BS1368'MILES WEST OF THE RAILROAD STATION IN ALAPAHA, THE DISTANCE OF 131
 BS1368'FEET WEST OF A WHITE WHISTLE POST AND 23.5 FEET SOUTH OF THE SOUTH
 BS1368'RAIL OF THE TRACK.  THE STATION MARK AND REFERENCE MARK WAS NOT
 BS1368'FOUND.
 BS1368'
 BS1368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 BS1368'ALAPAHA.
 BS1368
 BS1368                          STATION RECOVERY (1979)
 BS1368
 BS1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BS1368'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 BS1368'
 BS1368'STATION IS LOCATED 3 1/2 MILES EAST-SOUTHEAST OF ENIGMA, 3 MILES
 BS1368'WEST-NORTHWEST OF ALAPAHA, ON THE RIGHT-OF-WAY OF THE SEABOARD COAST
 BS1368'LINE RAILROAD, IN THICK WEEDS.
 BS1368'
 BS1368'TO REACH FROM THE MAIN INTERSECTION AT THE WATER TANK IN ENIGMA, GO
 BS1368'EAST ON U.S. HIGHWAY 82 FOR 2.1 MILES TO A SAND ROAD RIGHT AT CREST OF
 BS1368'A LOW RIDGE.  CONTINUE EAST FOR 0.8 MILE TO A SAND CROSSROAD.  TURN
 BS1368'RIGHT, SOUTH, ON COUNTY ROUTE 103 FOR 1.35 MILES TO A ROAD LEFT AT
 BS1368'RAILROAD TRACK.  TURN LEFT, EAST, FOR 1.1 MILES TO STATION ON RIGHT.
 BS1368'
 BS1368'STATION MARK, A STANDARD TRAVERSE DISK STAMPED---BAKER 1917---SET
 BS1368'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 BS1368'GROUND.  IT IS 23.5 FOOT SOUTH OF SOUTH RAIL OF SINGLE TRACK, 45
 BS1368'FEET NORTH OF A WIRE FENCE, 3.0 FEET WEST OF A METAL WITNESS POST,
 BS1368'3.0 FEET NORTH OF A METAL WITNESS POST, AND 1 1/2 FOOT LOWER THAN THE
 BS1368'RAIL.
 BS1368'
 BS1368'REFERENCE MARK 1, AN 1-INCH IRON BOLT PROJECTING 1/2 INCH, IS SET IN
 BS1368'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 BS1368'GROUND.  IT IS 66.5 FEET SOUTH OF SOUTH RAIL, 2 FEET NORTH OF A WIRE
 BS1368'FENCE, 3 FEET EAST OF A 12-INCH PINE TREE, AND 1 FOOT WEST OF A METAL
 BS1368'WITNESS POST.
 BS1368'
 BS1368'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6033 ***********************************************************************
 DH6033  DESIGNATION -  BAKER
 DH6033  PID         -  DH6033
 DH6033  STATE/COUNTY-  GA/FULTON
 DH6033  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DH6033
 DH6033                         *CURRENT SURVEY CONTROL
 DH6033  ___________________________________________________________________
 DH6033* NAD 83(1994)-  33 45 41.41684(N)    084 22 43.09995(W)     ADJUSTED  
 DH6033* NAVD 88     -       300.9    (meters)     987.     (feet)  GPS OBS   
 DH6033  ___________________________________________________________________
 DH6033  X           -     519,962.126 (meters)                     COMP
 DH6033  Y           -  -5,282,703.535 (meters)                     COMP
 DH6033  Z           -   3,524,635.303 (meters)                     COMP
 DH6033  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DH6033  ELLIP HEIGHT-         271.33  (meters)          (05/31/05) GPS OBS
 DH6033  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DH6033
 DH6033  HORZ ORDER  -  FIRST
 DH6033  ELLP ORDER  -  FOURTH    CLASS II
 DH6033
 DH6033.The horizontal coordinates were established by GPS observations
 DH6033.and adjusted by the GEORGIA POWER COMPANY in May 2005..
 DH6033
 DH6033.The orthometric height was determined by GPS observations and a
 DH6033.high-resolution geoid model.
 DH6033
 DH6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6033
 DH6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6033
 DH6033.The ellipsoidal height was determined by GPS observations
 DH6033.and is referenced to NAD 83.
 DH6033
 DH6033.The geoid height was determined by GEOID03.
 DH6033
 DH6033;                    North         East     Units Scale Factor Converg.
 DH6033;SPC GA W     -   417,072.563   680,364.381   MT  0.99990475   -0 07 04.1
 DH6033;SPC GA W     - 1,368,345.57  2,232,162.14   sFT  0.99990475   -0 07 04.1
 DH6033;UTM  16      - 3,738,800.380   742,784.089   MT  1.00032672   +1 27 27.0
 DH6033
 DH6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6033!SPC GA W     -   0.99995741  x   0.99990475  =   0.99986216
 DH6033!UTM  16      -   0.99995741  x   1.00032672  =   1.00028411
 DH6033
 DH6033                          SUPERSEDED SURVEY CONTROL
 DH6033
 DH6033.No superseded survey control is available for this station.
 DH6033
 DH6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4278438800(NAD 83)
 DH6033_MARKER: DD = SURVEY DISK
 DH6033_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DH6033+WITH SETTING: INTO GROUND
 DH6033_STAMPING: BAKER
 DH6033_MARK LOGO: GAPC  
 DH6033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6033+STABILITY: SURFACE MOTION
 DH6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6033+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH6033
 DH6033  HISTORY     - Date     Condition        Report By
 DH6033  HISTORY     - 1990     MONUMENTED       GAPC
 DH6033
 DH6033                          STATION DESCRIPTION
 DH6033
 DH6033'DESCRIBED BY GEORGIA POWER COMPANY 1990 (JOS)
 DH6033'THE MONUMENT IS ON GEORGIA POWER HEADQUARTERS PROPERTY LOCATED AT 241
 DH6033'RALPH MCGILL  BLVD.   THIS  IS LOCATED IN DOWNTOWN ATLANTA, GEORGIA.
 DH6033'THIS MARK MUST BE ACCESSED FROM  BAKER STREET.
 DH6033' 
 DH6033'TO REACH FROM THE INTERSECTION OF PIEDMONT AVE. AND BAKER STREET AT
 DH6033'THE GA. POWER  COMPANY OFFICE GO EAST ON BAKER STREET 0.3 MILES TO THE
 DH6033'POINT ON THE LEFT.
 DH6033' 
 DH6033'THE STATION IS SET IN A FENO SPIKE SET FLUSH WITH THE GROUND.  IT IS
 DH6033'1.6 FEET NORTH OF A  SIDEWALK AND WHERE A GRATE INLET IS LOCATED.  IT
 DH6033'IS 47 FEET WEST OF A DRIVE CENTERLINE  ENTRANCE TO A PARK.  IT IS 67.5
 DH6033'FEET EAST OF A LIGHT POLE WITH A RIGHT LANE MUST TURN SIGN  AND A NO
 DH6033'PARKING ANYTIME SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7560 ***********************************************************************
 AE7560  DESIGNATION -  BAKER 7
 AE7560  PID         -  AE7560
 AE7560  STATE/COUNTY-  GA/CHARLTON
 AE7560  USGS QUAD   -  ST GEORGE (1994)
 AE7560
 AE7560                         *CURRENT SURVEY CONTROL
 AE7560  ___________________________________________________________________
 AE7560* NAD 83(1999)-  30 31 14.94318(N)    082 05 13.05717(W)     ADJUSTED  
 AE7560* NAVD 88     -        40.59   (meters)     133.2    (feet)  LEVELING  
 AE7560  ___________________________________________________________________
 AE7560  X           -     757,070.873 (meters)                     COMP
 AE7560  Y           -  -5,446,810.045 (meters)                     COMP
 AE7560  Z           -   3,220,249.106 (meters)                     COMP
 AE7560  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AE7560  ELLIP HEIGHT-          12.32  (meters)          (05/31/01) GPS OBS
 AE7560  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AE7560
 AE7560  HORZ ORDER  -  FIRST
 AE7560  VERT ORDER  -  THIRD ?
 AE7560  ELLP ORDER  -  FOURTH    CLASS I
 AE7560
 AE7560.The horizontal coordinates were established by GPS observations
 AE7560.and adjusted by the National Geodetic Survey in May 2001..
 AE7560
 AE7560.The orthometric height was determined by differential leveling.
 AE7560.The vertical network tie was performed by a horz. field party for horz.
 AE7560.obs reductions. Reset procedures were used to establish the elevation.
 AE7560
 AE7560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7560
 AE7560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7560
 AE7560.The ellipsoidal height was determined by GPS observations
 AE7560.and is referenced to NAD 83.
 AE7560
 AE7560.The geoid height was determined by GEOID03.
 AE7560
 AE7560;                    North         East     Units Scale Factor Converg.
 AE7560;SPC GA E     -    57,733.120   207,649.330   MT  0.99990072   +0 02 25.7
 AE7560;SPC GA E     -   189,412.74    681,262.84   sFT  0.99990072   +0 02 25.7
 AE7560;UTM  17      - 3,377,000.858   395,713.881   MT  0.99973416   -0 33 07.4
 AE7560
 AE7560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7560!SPC GA E     -   0.99999807  x   0.99990072  =   0.99989879
 AE7560!UTM  17      -   0.99999807  x   0.99973416  =   0.99973223
 AE7560
 AE7560                          SUPERSEDED SURVEY CONTROL
 AE7560
 AE7560  NAD 83(1994)-  30 31 14.94204(N)    082 05 13.05734(W) AD(       ) 1
 AE7560  ELLIP H (03/20/98)   12.29   (m)                       GP(       ) 3 1
 AE7560
 AE7560.Superseded values are not recommended for survey control.
 AE7560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7560.See file dsdata.txt to determine how the superseded data were derived.
 AE7560
 AE7560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9571477001(NAD 83)
 AE7560_MARKER: DD = SURVEY DISK
 AE7560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7560_STAMPING: BAKER 7 1997
 AE7560_MARK LOGO: NGS   
 AE7560_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7560+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7560
 AE7560  HISTORY     - Date     Condition        Report By
 AE7560  HISTORY     - 1997     MONUMENTED       DCJOHN
 AE7560
 AE7560                          STATION DESCRIPTION
 AE7560
 AE7560'DESCRIBED BY DC JOHNSON ASSOC 1997 (DS)
 AE7560'THE STATION IS LOCATED APPROXIMATELY 3.0 MI (4.8 KM) WEST OF ST
 AE7560'GEORGE, 12.9 MI (20.8 KM) NORTHWEST OF BRYCEVILLE AND 16.5 MI (26.6
 AE7560'KM) NORTHWEST OF BALDWIN.--  TO REACH THE STATION FROM THE
 AE7560'INTERSECTION OF STATE ROAD 94 AND STATE ROAD 23 (ALSO KNOWN AS STATE
 AE7560'ROAD 121) IN ST GEORGE, PROCEED WEST ON STATE ROAD 94 FOR 2.9 MI (4.7
 AE7560'KM) TO THE STATION ON THE RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC
 AE7560'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT
 AE7560'(9.1 CM) BELOW THE GROUND.  THE STATION IS 37.9 MI (61.0 KM) NORTH OF
 AE7560'THE CENTERLINE OF STATE ROAD 94 AND 2 FT (0.6 M) SOUTHEAST OF
 AE7560'CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC (LB4514) , SET
 AE7560'AT THE INTERSECTION OF STATE ROAD 94 AND A DIRT DRIVE LEADING TO A
 AE7560'COMMUNICATIONS TOWER, IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 94,
 AE7560'NORTH 76 DEGREES EAST AT 182.23 FT (55.54 M) -  ROAD SIGN (RIGHT
 AE7560'CURVE) , SOUTH 74 DEGREES EAST AT 94.4 FT (28.8 M) -  NAIL AND DISC
 AE7560'(LB4514) , SET IN POWER POLE, SOUTH 9 DEGREES WEST AT 100.91 FT (30.76
 AE7560'M) -
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2660 ***********************************************************************
 BD2660  DESIGNATION -  BAKERS RESET
 BD2660  PID         -  BD2660
 BD2660  STATE/COUNTY-  GA/ECHOLS
 BD2660  USGS QUAD   -  JASPER (1993)
 BD2660
 BD2660                         *CURRENT SURVEY CONTROL
 BD2660  ___________________________________________________________________
 BD2660* NAD 83(1994)-  30 36 43.83587(N)    082 55 56.59521(W)     ADJUSTED  
 BD2660* NAVD 88     -        43.43   (+/-2cm)     142.5    (feet)  VERTCON   
 BD2660  ___________________________________________________________________
 BD2660  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BD2660  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD2660
 BD2660  HORZ ORDER  -  FIRST
 BD2660  VERT ORDER  -  THIRD ? (See Below)
 BD2660
 BD2660.The horizontal coordinates were established by classical geodetic methods
 BD2660.and adjusted by the National Geodetic Survey in September 1997..
 BD2660
 BD2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2660.The vertical order pertains to the NGVD 29 superseded value.
 BD2660
 BD2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2660
 BD2660.The geoid height was determined by GEOID03.
 BD2660
 BD2660;                    North         East     Units Scale Factor Converg.
 BD2660;SPC GA E     -    68,107.489   126,582.391   MT  0.99996647   -0 23 23.8
 BD2660;SPC GA E     -   223,449.32    415,295.73   sFT  0.99996647   -0 23 23.8
 BD2660;SPC GA W     -    68,506.839   818,345.879   MT  1.00007272   +0 37 43.0
 BD2660;SPC GA W     -   224,759.52  2,684,856.44   sFT  1.00007272   +0 37 43.0
 BD2660;SPC FL N     -   179,741.994   750,308.164   MT  0.99997848   +0 47 16.0
 BD2660;SPC FL N     -   589,703.53  2,461,636.03   sFT  0.99997848   +0 47 16.0
 BD2660;UTM  17      - 3,388,213.693   314,763.182   MT  1.00002330   -0 59 03.5
 BD2660
 BD2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2660!SPC GA E     -   0.99999760  x   0.99996647  =   0.99996407
 BD2660!SPC GA W     -   0.99999760  x   1.00007272  =   1.00007032
 BD2660!SPC FL N     -   0.99999760  x   0.99997848  =   0.99997608
 BD2660!UTM  17      -   0.99999760  x   1.00002330  =   1.00002090
 BD2660
 BD2660:                Primary Azimuth Mark                     Grid Az
 BD2660:SPC GA E     -  BAKERS AZ MK                             007 01 15.9
 BD2660:SPC GA W     -  BAKERS AZ MK                             006 00 09.1
 BD2660:SPC FL N     -  BAKERS AZ MK                             005 50 36.1
 BD2660:UTM  17      -  BAKERS AZ MK                             007 36 55.6
 BD2660
 BD2660|---------------------------------------------------------------------|
 BD2660| PID    Reference Object                     Distance      Geod. Az  |
 BD2660|                                                           dddmmss.s |
 BD2660| CW4581 BAKERS AZ MK                                       0063752.1 |
 BD2660| CW4582 BAKERS RM 1                          35.098 METERS 09730     |
 BD2660| CW4583 BAKERS RM 2                          33.223 METERS 21747     |
 BD2660|---------------------------------------------------------------------|
 BD2660
 BD2660                          SUPERSEDED SURVEY CONTROL
 BD2660
 BD2660  NAD 83(1994)-  30 36 43.85088(N)    082 55 56.59581(W) AD(       ) 1
 BD2660  NAD 83(1986)-  30 36 43.85527(N)    082 55 56.59905(W) AD(       ) 1
 BD2660  NAD 27      -  30 36 43.07900(N)    082 55 57.11300(W) AD(       ) 1
 BD2660  NGVD 29 (07/19/86)   43.64   (m)          143.2    (f) LEVELING    3  
 BD2660
 BD2660.Superseded values are not recommended for survey control.
 BD2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2660.See file dsdata.txt to determine how the superseded data were derived.
 BD2660
 BD2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP1476388214(NAD 83)
 BD2660_MARKER: DS = TRIANGULATION STATION DISK
 BD2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2660
 BD2660  HISTORY     - Date     Condition        Report By
 BD2660  HISTORY     - 1935     MONUMENTED       CGS
 BD2660  HISTORY     - 1955     MARK NOT FOUND   USGS
 BD2660  HISTORY     - 1957     SEE DESCRIPTION  CGS
 BD2660  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BD2660  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 BD2660  HISTORY     - 1979     SEE DESCRIPTION  NGS
 BD2660
 BD2660                          STATION DESCRIPTION
 BD2660
 BD2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BD2660'ON FLORIDA-GEORGIA STATE LINE, ABOUT 11.5 MILES (AIR LINE) EAST OF
 BD2660'JENNINGS, FLA., ABOUT 7.0 MILES NORTHEAST OF JASPER, FLA., ABOUT
 BD2660'0.3 MILE EAST OF ATLANTIC COAST LINE RAILROAD CROSSING OF STATE LINE,
 BD2660'ON PROPERTY BELONGING TO FLORIDA POWER CORPORATION, BETWEEN PARALLEL
 BD2660'BARBED-WIRE FENCE LINES MARKING STATE LINE, ON CLEARED RIGHT-OF-WAY
 BD2660'OF POWER LINES, 37.4 FEET SOUTHEAST OF POWER LINE POLE J.W. 102, 29.0
 BD2660'FEET EAST OF POWER LINE, 6.57 FEET SOUTH OF NORTH FENCE LINE AND
 BD2660'4.54 FEET NORTH OF SOUTH FENCE LINE.  TO REACH FROM COURTHOUSE AT
 BD2660'JASPER, FLA., GO NORTHEAST ON BAKERS MILL ROAD FOR 0.1 MILE TO
 BD2660'GEORGIA SOUTHERN AND FLORIDA RAILWAY CROSSING.  CONTINUE FOR 0.45
 BD2660'MILE TO CROSS ROAD.  GO STRAIGHT ACROSS AND FOLLOW MAIN ROAD FOR 3.8
 BD2660'MILES TO Y AT BAKERS MILL.  CONTINUE STRAIGHT AHEAD (RIGHT) FOR
 BD2660'0.35 MILE (PASSING POST OFFICE ON RIGHT) TO DIM ROAD.  BEAR LEFT
 BD2660'FOR 0.55 MILE TO Y.  BEAR RIGHT FOR 0.8 MILE AND TURN LEFT AT Y (ROAD
 BD2660'FOLLOWS POWER LINE FOR SHORT DISTANCE) FOR 0.3 MILE TO T-ROAD (LEFT).
 BD2660'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO Y.  TURN LEFT FOR 0.25
 BD2660'MILE TO ANOTHER Y.  TURN LEFT FOR 0.1 MILE TO POWER LINE POLE
 BD2660'MARKED J.W. 99 AND TURN RIGHT ON DIM ROAD FOR 0.2 MILE (FOLLOWING
 BD2660'POWER LINE) TO STATE LINE FENCES AND STATION.  SURFACE AND
 BD2660'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BD2660'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 BD2660'MONUMENTS.
 BD2660'REFERENCE MARK NO. 1 IS 1.0 FOOT NORTH OF SOUTH FENCE LINE AND
 BD2660'115.15 FEET EAST OF STATION S 82 DEG 31 MIN E.  NO. 2 IS
 BD2660'8 PACES WEST OF CENTER LINE OF POWER LINE, 10 FEET WEST OF CENTER
 BD2660'LINE OF WOODS ROAD AND 109.00 FEET SOUTH-SOUTHWEST OF STATION S 37
 BD2660'DEG 46 MIN W.  AZIMUTH MARK IS ON POWER LINE
 BD2660'RIGHT-OF-WAY, 1.0 FOOT EAST OF POWER LINE POLE J.W. 106 (5TH POLE
 BD2660'NORTH OF STATION) AND 0.3 MILE NORTH OF STATION N 6 DEG 39 MIN E.
 BD2660
 BD2660                          STATION RECOVERY (1955)
 BD2660
 BD2660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BD2660'STATION PROBABLY DESTROYED.  NEW ROAD IN VICINITY.
 BD2660'
 BD2660'REFERENCE MARK 2 FOUND IN GOOD CONDITION.
 BD2660
 BD2660                          STATION RECOVERY (1957)
 BD2660
 BD2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 BD2660'THE ORIGINAL SURFACE MARKING OF THIS STATION HAS BEEN DESTROYED BY
 BD2660'RECENT ROAD IMPROVEMENT, THE CONCRETE BLOCK THEREOF (MINUS THE DISK)
 BD2660'IS LYING IN A DRAINAGE DITCH NEARBY.
 BD2660'
 BD2660'THE UNDERGROUND MARKING WAS RECOVERED AND AN ADDITIONAL REFERENCE
 BD2660'POINT WAS PLACED ON TANGENCY BETWEEN THE STATION AND REFERENCE MARK
 BD2660'1.
 BD2660'
 BD2660'NEW REFERENCE MARK CONSISTS OF A 2.5 FT. CONCRETE-FILLED LENGTH OF
 BD2660'6-IN. STOVEPIPE WITH A STANDARD REFERENCE DISK SET IN THE TOP AND
 BD2660'STAMPED BAKERS NO 3 1935.  THE TOP OF THE MARK BEING LEVEL WITH THE
 BD2660'PRESENT GROUND SURFACE.
 BD2660'
 BD2660'ALL OTHER MARKINGS WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 BD2660'INTACT.
 BD2660'
 BD2660'TO REACH THE STATION FROM JASPER, FLA., AT THE JUNCTION OF U.S.
 BD2660'HIGHWAY 41 AND STATE ROUTE 51 (FIRST STREET E OF THE RAILROAD IN
 BD2660'JASPER), GO N ON ROUTE 51 TO A Y-INTERSECTION AT BAKERS MILL.
 BD2660'CONTINUE STRAIGHT AHEAD (RIGHT) ON A DIRT ROAD FOR 0.55 MI. TO A
 BD2660'GRADED ROAD N.  TURN LEFT (N) AND GO 2.05 MI. TO A T-INTERSECTION
 BD2660'AT THE STATE LINE AND THE STATION ON THE RIGHT.
 BD2660'
 BD2660'THE SURFACE MARK WAS NOT REPLACED AT THIS TIME.
 BD2660
 BD2660                          STATION RECOVERY (1963)
 BD2660
 BD2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 BD2660'THE STATION WAS NOT RECOVERED AFTER A TWO HOUR SEARCH AND IS
 BD2660'BELIEVED TO HAVE BEEN DESTROYED.  A MONUMENT WITH THE DISK MISSING
 BD2660'WAS FOUND IN A DITCH.  A NEW ROAD HAS BEEN BUILT ALONG THE STATE
 BD2660'LINE.
 BD2660
 BD2660                          STATION RECOVERY (1976)
 BD2660
 BD2660'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JRO)
 BD2660'BAKERS 1935 (UNDERGROUND MARKER) SURFACE MONUMENT GONE - SET
 BD2660'TEMPORARY IRON PIPE OVER UGM.
 BD2660'
 BD2660'REFERENCE NO. 1 BROKEN AND SCATTERED.
 BD2660'
 BD2660'REFERENCE NO. 2 DISTURBED SLIGHTLY.
 BD2660'
 BD2660'AZIMUTH MARK RECOVERED IN GOOD CONDITION-1621.95 FEET FROM BAKERS
 BD2660'NO LONGER IN USED RIGHT-OF-WAY.
 BD2660'
 BD2660'SET WITNESS POST AT STATION 4 FEET SOUTH OF STATION.
 BD2660'
 BD2660'SET WITNESS POST AT AZIMUTH MK. 1 FOOT WEST OF MARKER.
 BD2660
 BD2660                          STATION RECOVERY (1979)
 BD2660
 BD2660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BD2660'THE UNDERGROUND STATION MARK, REFERENCE MARK 3 AND AZIMUTH MARK
 BD2660'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION
 BD2660'MARK WAS GONE AND A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 BD2660'UNDERGROUND MARK.  REFERENCE MARKS 1 AND 2 WERE FOUND HIT AND
 BD2660'LEANING.  THE DISKS WERE RECLAIMED AT THIS TIME.  REFERENCE
 BD2660'MARK 4 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 3
 BD2660'CHECKED.  THE AZIMUTH MARK IS NOT VISIBLE DUE TO THE PINE
 BD2660'TREE PLANT AND HIGH BRUSH.  DUE TO CHANGES, A COMPLETE NEW
 BD2660'DESCRIPTION FOLLOWS.
 BD2660'
 BD2660'STATION IS ABOUT 10.0 MILES EAST OF JENNINGS, FLORIDA, 7.0
 BD2660'MILES NORTHEAST OF JASPER, FLORIDA, 0.25 MILE EAST OF ATLANTIC
 BD2660'COAST LINE RAILROAD CROSSING AND ON THE FLORIDA-GEORGIA STATE
 BD2660'LINE.
 BD2660'
 BD2660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 BD2660'COUNTY ROAD C-51 IN DOWNTOWN JASPER, GO NORTH ON COUNTY ROAD C-51
 BD2660'(BAKERS MILL ROAD) WHICH CURVES MANY TIMES FOR 1.1 MILES TO A
 BD2660'T-ROAD.  TURN LEFT AND GO NORTH FOR 3.4 MILES ON BAKERS MILL ROAD
 BD2660'TO A RAILROAD CROSSING.  CONTINUE NORTH AND NORTHEAST ON BAKERS MILL
 BD2660'ROAD FOR 0.4 MILE TO A CEMETERY ON LEFT.  CONTINUE NORTH AND
 BD2660'NORTHEAST ON BAKERS MILL ROAD FOR 2.1 MILES TO A T-ROAD
 BD2660'(FLORIDA-GEORGIA STATE LINE).  TURN RIGHT AND GO EAST ON THE STATE
 BD2660'LINE ROAD FOR 0.2 MILE TO A RAILROAD CROSSING.  CONTINUE EAST ON
 BD2660'THE STATE LINE ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT, A SIDE ROAD
 BD2660'RIGHT AND STATION ON RIGHT.
 BD2660'
 BD2660'STATION MARK IS A STANDARD DISK STAMPED BAKERS 1935 1979, IS SET
 BD2660'IN THE TOP OF A 15-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 BD2660'WITH THE GROUND SURFACE.  IT IS 54.0 FEET NORTH-NORTHEAST OF A
 BD2660'WOODEN GATE, 45.5 FEET SOUTH OF THE CENTER OF THE FLORIDA-GEORGIA
 BD2660'STATE LINE ROAD, 3.0 FEET SOUTH OF A METAL WITNESS POST AND 2.5 FEET
 BD2660'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS STAMPED
 BD2660'BAKERS 1935 AND IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 30
 BD2660'INCHES BELOW SURFACE.
 BD2660'
 BD2660'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAKERS NO 3 1935, IS
 BD2660'SET IN TOP OF A CONCRETE-FILLED 6-INCH STOVEPIPE THAT IS SET FLUSH
 BD2660'WITH THE GROUND SURFACE.  IT IS 45.0 FEET SOUTH OF THE CENTER OF THE
 BD2660'ROAD, 39.5 FEET EAST OF THE CENTER OF ROAD TO THE SOUTH AND 1.0 FOOT
 BD2660'WEST OF A METAL WITNESS POST.
 BD2660'
 BD2660'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BAKERS 1935 NO 4 1979,
 BD2660'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BD2660'FLUSH WITH THE GROUND.  IT IS 25.0 FEET NORTHEAST OF THE CENTER OF
 BD2660'ROAD TO THE SOUTH, 20.0 FEET SOUTH OF THE CENTER OF THE ROAD AND 1.5
 BD2660'FEET NORTH OF A METAL WITNESS POST.
 BD2660'
 BD2660'AZIMUITH MARK IS A STANDARD DISK STAMPED BAKERS 1935, IS SET IN THE
 BD2660'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 BD2660'THE GROUND SURFACE.  IT IS 0.3 MILE NORTH OF THE STATION MARK, IS IN
 BD2660'A PINE TREE PLANT AND IS 1.0 FOOT EAST OF A METAL WITNESS POST.
 BD2660'
 BD2660'NOTICE--THE STATION MARK CAN BE FOUND WITH A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1587 ***********************************************************************
 CM1587  DESIGNATION -  BALDWIN
 CM1587  PID         -  CM1587
 CM1587  STATE/COUNTY-  GA/TALBOT
 CM1587  USGS QUAD   -  BALDWINVILLE (1985)
 CM1587
 CM1587                         *CURRENT SURVEY CONTROL
 CM1587  ___________________________________________________________________
 CM1587* NAD 83(1994)-  32 39 30.26769(N)    084 25 06.76308(W)     ADJUSTED  
 CM1587* NAVD 88     -       228.3    (meters)     749.     (feet)  VERTCON   
 CM1587  ___________________________________________________________________
 CM1587  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CM1587  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CM1587
 CM1587  HORZ ORDER  -  FIRST
 CM1587
 CM1587.The horizontal coordinates were established by classical geodetic methods
 CM1587.and adjusted by the National Geodetic Survey in September 1997..
 CM1587
 CM1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1587
 CM1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1587
 CM1587.The geoid height was determined by GEOID03.
 CM1587
 CM1587;                    North         East     Units Scale Factor Converg.
 CM1587;SPC GA W     -   294,750.121   676,373.177   MT  0.99990688   -0 08 09.3
 CM1587;SPC GA W     -   967,026.02  2,219,067.66   sFT  0.99990688   -0 08 09.3
 CM1587;UTM  16      - 3,616,363.420   742,108.168   MT  1.00032285   +1 23 37.3
 CM1587
 CM1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1587!SPC GA W     -   0.99996837  x   0.99990688  =   0.99987525
 CM1587!UTM  16      -   0.99996837  x   1.00032285  =   1.00029121
 CM1587
 CM1587:                Primary Azimuth Mark                     Grid Az
 CM1587:SPC GA W     -  WESLEY                                   087 57 52.0
 CM1587:UTM  16      -  WESLEY                                   086 26 05.4
 CM1587
 CM1587|---------------------------------------------------------------------|
 CM1587| PID    Reference Object                     Distance      Geod. Az  |
 CM1587|                                                           dddmmss.s |
 CM1587| CM1544 WESLEY                              APPROX. 7.4 KM 0874942.7 |
 CM1587| CY8045 BALDWIN RM 1                         21.934 METERS 09658     |
 CM1587| CY8046 BALDWIN RM 2                         23.686 METERS 33820     |
 CM1587|---------------------------------------------------------------------|
 CM1587
 CM1587                          SUPERSEDED SURVEY CONTROL
 CM1587
 CM1587  NAD 83(1986)-  32 39 30.27280(N)    084 25 06.76207(W) AD(       ) 1
 CM1587  NAD 27      -  32 39 29.77004(N)    084 25 07.05167(W) AD(       ) 1
 CM1587  NGVD 29 (07/19/86)  228.4    (m)          749.     (f) VERT ANG       
 CM1587
 CM1587.Superseded values are not recommended for survey control.
 CM1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1587.See file dsdata.txt to determine how the superseded data were derived.
 CM1587
 CM1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4210816363(NAD 83)
 CM1587_MARKER: DS = TRIANGULATION STATION DISK
 CM1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1587
 CM1587  HISTORY     - Date     Condition        Report By
 CM1587  HISTORY     - 1974     MONUMENTED       NGS
 CM1587
 CM1587                          STATION DESCRIPTION
 CM1587
 CM1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1587'NO SUITABLE LOCATION FOR A DISTANT RM.
 CM1587'
 CM1587'THE STATION IS LOCATED 7 MILES EAST OF TALBOTTON, 5 MILES
 CM1587'NORTHEAST OF JUNCTION CITY, 2.75 MILES WEST OF THE TAYLOR COUNTY
 CM1587'LINE, IN WOODS, ABOUT 300 FEET WEST OF A COUNTY ROAD, ON
 CM1587'PROPERTY OF THE GREAT NORTHERN PAPER COMPANY.
 CM1587'
 CM1587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CM1587'STATE HIGHWAYS 90 AND 208 IN THE SOUTH SECTION OF TALBOTTON, GO
 CM1587'SOUTHEAST ON HIGHWAYS 90 AND 208 FOR 0.6 MILE TO A ROAD LEFT.  TURN
 CM1587'LEFT AND GO EAST ON HIGHWAY 208 FOR 5.6 MILES TO A DIRT CROSSROAD
 CM1587'AND THE MOUNT ZION BAPTIST CHURCH.  CONTINUE EAST ON HIGHWAY 208
 CM1587'FOR 1.7 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON
 CM1587'THE PAVED ROAD FOR 0.7 MILE TO A WOODS ROAD LEFT.  TURN LEFT
 CM1587'AND GO 50 FEET TO A DIM FORK.  TURN RIGHT AND GO NORTH ON THE
 CM1587'WOODS ROAD FOR 0.1 MILE TO HIGH GROUND, A SLIGHT ROAD CURVE
 CM1587'RIGHT AND THE STATION ON THE LEFT.
 CM1587'
 CM1587'STATION MARKS ARE STANDARD DISKS STAMPED BALDWIN 1974.  THE
 CM1587'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM1587'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS 84.9 FEET
 CM1587'WEST OF A METAL WITNESS POST AT REFERENCE MARK 1, 47 FEET
 CM1587'WEST-NORTHWEST OF THE ROAD CENTER AND 4.1 FEET SOUTHEAST OF A
 CM1587'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 CM1587'AN IRREGULAR CONCRETE MASS ABOUT 40 INCHES BELOW GROUND.
 CM1587'
 CM1587'REFERENCE MARK 1, A STANDARD DISK STAMPED BALDWIN NO 1 1974, IS
 CM1587'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1587'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 75.4 FEET EAST OF THE
 CM1587'WITNESS POST AT THE STATION, 10 FEET EAST-NORTHEAST OF THE ROAD
 CM1587'CENTER, 2 FEET SOUTHWEST OF A WITNESS POST AND 2 FEET LOWER THAN
 CM1587'THE STATION.
 CM1587'
 CM1587'REFERENCE MARK 2, A STANDARD DISK STAMPED BALDWIN NO 2 1974, IS
 CM1587'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1587'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 74 FEET NORTH-NORTHWEST
 CM1587'OF THE WITNESS POST AT THE STATION AND 129.2 FEET NORTHWEST OF
 CM1587'THE WITNESS POST AT REFERENCE MARK 1.
 CM1587'
 CM1587'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1653 ***********************************************************************
 ED1653  DESIGNATION -  BALDWIN MUN TANK
 ED1653  PID         -  ED1653
 ED1653  STATE/COUNTY-  GA/HABERSHAM
 ED1653  USGS QUAD   -  BALDWIN (1985)
 ED1653
 ED1653                         *CURRENT SURVEY CONTROL
 ED1653  ___________________________________________________________________
 ED1653* NAD 83(1994)-  34 29 57.78017(N)    083 32 36.55793(W)     ADJUSTED  
 ED1653* NAVD 88     -                                                        
 ED1653  ___________________________________________________________________
 ED1653  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 ED1653  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ED1653
 ED1653  HORZ ORDER  -  THIRD
 ED1653
 ED1653.The horizontal coordinates were established by classical geodetic methods
 ED1653.and adjusted by the National Geodetic Survey in September 1997..
 ED1653
 ED1653
 ED1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1653
 ED1653.The geoid height was determined by GEOID03.
 ED1653
 ED1653;                    North         East     Units Scale Factor Converg.
 ED1653;SPC GA W     -   499,069.482   757,227.794   MT  0.99994035   +0 21 10.7
 ED1653;SPC GA W     - 1,637,363.79  2,484,338.19   sFT  0.99994035   +0 21 10.7
 ED1653;UTM  17      - 3,820,465.919   266,470.086   MT  1.00027226   -1 26 28.6
 ED1653
 ED1653                          SUPERSEDED SURVEY CONTROL
 ED1653
 ED1653  NAD 83(1986)-  34 29 57.78850(N)    083 32 36.55870(W) AD(       ) 4
 ED1653  NAD 27      -  34 29 57.43145(N)    083 32 36.93328(W) AD(       ) 3
 ED1653
 ED1653.Superseded values are not recommended for survey control.
 ED1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1653.See file dsdata.txt to determine how the superseded data were derived.
 ED1653
 ED1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6647020466(NAD 83)
 ED1653_MARKER: 53 = ELEVATED TANK
 ED1653
 ED1653  HISTORY     - Date     Condition        Report By
 ED1653  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1653
 ED1653                          STATION DESCRIPTION
 ED1653
 ED1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1653'THE STATION IS THE APEX OF VENT ATOP THE BALDWIN MUNICIPAL WATER
 ED1653'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 ED1653'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT IS SILVER
 ED1653'IN COLOR AND APPROXIMATELY 140 FEET HIGH.
 ED1653'
 ED1653'LOCATED IN THE NORTH SECTION OF BALDWIN, ABOUT 0.6 MILE NORTH OF
 ED1653'THE CENTER OF TOWN, 300 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 ED1653'441 BY-PASS, AND 57 FEET SOUTHEAST OF THE CENTERLINE OF A TRACK
 ED1653'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0386 ***********************************************************************
 CL0386  DESIGNATION -  BALE=U 29
 CL0386  PID         -  CL0386
 CL0386  STATE/COUNTY-  GA/JOHNSON
 CL0386  USGS QUAD   -  SCOTT (1974)
 CL0386
 CL0386                         *CURRENT SURVEY CONTROL
 CL0386  ___________________________________________________________________
 CL0386* NAD 83(1994)-  32 31 57.29832(N)    082 37 30.95945(W)     ADJUSTED  
 CL0386* NAVD 88     -        98.011  (meters)     321.56   (feet)  ADJUSTED  
 CL0386  ___________________________________________________________________
 CL0386  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CL0386  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CL0386  DYNAMIC HT  -          97.901 (meters)     321.20  (feet)  COMP
 CL0386  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CL0386
 CL0386  HORZ ORDER  -  FIRST
 CL0386  VERT ORDER  -  FIRST     CLASS II
 CL0386
 CL0386.The horizontal coordinates were established by classical geodetic methods
 CL0386.and adjusted by the National Geodetic Survey in September 1997..
 CL0386
 CL0386.The orthometric height was determined by differential leveling
 CL0386.and adjusted by the National Geodetic Survey in June 1991..
 CL0386
 CL0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0386
 CL0386.The geoid height was determined by GEOID03.
 CL0386
 CL0386.The dynamic height is computed by dividing the NAVD 88
 CL0386.geopotential number by the normal gravity value computed on the
 CL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0386.degrees latitude (g = 980.6199 gals.).
 CL0386
 CL0386.The modeled gravity was interpolated from observed gravity values.
 CL0386
 CL0386;                    North         East     Units Scale Factor Converg.
 CL0386;SPC GA E     -   280,862.575   156,921.931   MT  0.99992288   -0 14 47.9
 CL0386;SPC GA E     -   921,463.30    514,834.70   sFT  0.99992288   -0 14 47.9
 CL0386;UTM  17      - 3,600,635.332   347,370.189   MT  0.99988727   -0 52 27.1
 CL0386
 CL0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0386!SPC GA E     -   0.99998910  x   0.99992288  =   0.99991198
 CL0386!UTM  17      -   0.99998910  x   0.99988727  =   0.99987637
 CL0386
 CL0386|---------------------------------------------------------------------|
 CL0386| PID    Reference Object                     Distance      Geod. Az  |
 CL0386|                                                           dddmmss.s |
 CL0386| CL1510 CRUM=W 29                           303.426 METERS 10130     |
 CL0386| CY7237 BALE RM=T 29                         11.060 METERS 25229     |
 CL0386| CL2258 DRAKE                               APPROX. 0.7 KM 2930451.7 |
 CL0386|---------------------------------------------------------------------|
 CL0386
 CL0386                          SUPERSEDED SURVEY CONTROL
 CL0386
 CL0386  NAD 83(1986)-  32 31 57.30265(N)    082 37 30.95756(W) AD(       ) 1
 CL0386  NAD 27      -  32 31 56.70800(N)    082 37 31.47400(W) AD(       ) 1
 CL0386  NGVD 29 (??/??/92)   98.211  (m)          322.21   (f) ADJ UNCH    1 2
 CL0386
 CL0386.Superseded values are not recommended for survey control.
 CL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0386.See file dsdata.txt to determine how the superseded data were derived.
 CL0386
 CL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4737000635(NAD 83)
 CL0386_MARKER: DS = TRIANGULATION STATION DISK
 CL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0386_STAMPING: ELEV 322.033 BM U 29 BALE 1918
 CL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0386+STABILITY: SURFACE MOTION
 CL0386
 CL0386  HISTORY     - Date     Condition        Report By
 CL0386  HISTORY     - 1918     MONUMENTED       CGS
 CL0386  HISTORY     - 1934     GOOD             CGS
 CL0386  HISTORY     - 1950     GOOD             CGS
 CL0386  HISTORY     - 1962     GOOD             CGS
 CL0386  HISTORY     - 1962     GOOD             NGS
 CL0386  HISTORY     - 1968     GOOD             CGS
 CL0386  HISTORY     - 1968     GOOD             NGS
 CL0386
 CL0386                          STATION DESCRIPTION
 CL0386
 CL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0386'ABOUT 1 MILE WEST OF DEPOT AT ADRIAN, ON THE CENTRAL OF
 CL0386'GEORGIA RAILWAY, 0.4 MILE SOUTHEAST OF MILEPOST S-123, 6
 CL0386'TELEGRAPH POLES WEST OF CENTER LINE OF A ROAD CROSSING, 135
 CL0386'FEET SOUTHEAST OF 3 IRON RAILROAD CULVERTS NO. 122-6, 26
 CL0386'FEET SOUTHWEST OF SOUTHWEST RAIL, AND FIVE FEET BELOW TRACK.
 CL0386'SURFACE MARK IS FLUSH WITH GROUND.  REFERENCE MARK = T-29,
 CL0386'IS FLUSH WITH GROUND, 46 FEET SOUTHWEST OF SOUTHWEST
 CL0386'RAIL, 129.9 FEET SOUTHEAST OF SOUTH END OF RAILROAD CULVERT
 CL0386'NO. 122-6, 11.060 METERS (36.29 FEET) FROM STATION IN GRID
 CL0386'AZIMUTH 72 DEG 44 MIN.
 CL0386
 CL0386                          STATION RECOVERY (1950)
 CL0386
 CL0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GMT)
 CL0386'STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED
 CL0386'EXCEPT FOR CHANGED CONDITIONS.  STAMPED ELEVATIONS WERE
 CL0386'CORRECTED ON BOTH MARKS.
 CL0386'
 CL0386'STATION IS ABOUT 2.1 MILES W ALONG THE ROAD ON THE OLD ROADBED
 CL0386'OF THE ABANDONED AND REMOVED CENTRAL OF GEORGIA RAILROAD
 CL0386'FROM ADRIAN, 150 FEET E OF THE CENTER LINE INTERSECTION
 CL0386'OF THE ROAD AND A SMALL STREAM, 28 FEET SSW OF THE CENTER
 CL0386'LINE OF THE OLD ROADBED, 13.3 FEET NW OF OLD UNTREATED TELEPHONE
 CL0386'POLE 335, AND 3.3 FEET LOWER THAN THE ROAD.
 CL0386'
 CL0386'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  THE
 CL0386'SURFACE MARK PROJECTS AN INCH AND THE DISK IS STAMPED BALE
 CL0386'BM U 29 1918 ELEV 322.033.
 CL0386'
 CL0386'REFERENCE MARK IS 11.019 METERS (36.15 FEET) IN GRID AZIMUTH
 CL0386'72 DEG 44 MIN FROM THE STATION, 127 FEET SE OF THE ROAD
 CL0386'AND STREAM INTERSECTION, 48 FEET SSW OF THE CENTER LINE OF
 CL0386'THE OLD ROADBED, 44.8 FEET W OF THE TELEPHONE POLE, AND 3.2
 CL0386'FEET LOWER THAN THE ROAD.  IT IS A BRONZE REFERENCE DISK,
 CL0386'STAMPED BALE BM T 29 1918 ELEV 322.155, SET IN CONCRETE,
 CL0386'AND PROJECTS AN INCH.
 CL0386
 CL0386                          STATION RECOVERY (1962)
 CL0386
 CL0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0386'BALE--ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE
 CL0386'POST OFFICE AT ADRIAN, THENCE 0.7 MILE SOUTHWEST ALONG A
 CL0386'GRADED ROAD THAT FOLLOWS THE ROUTE OF AN ABANDONED RAILROAD,
 CL0386'0.2 MILE WEST OF A GRADED ROAD INTERSECTION, 27 FEET SOUTH
 CL0386'OF THE CENTER LINE OF THE RAILROAD BED, 15-1/2 FEET NORTHWEST
 CL0386'OF TELEPHONE POLE NO. 335, 0.8 FOOT NORTH OF A STEEL WITNESS
 CL0386'POST, 2-1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 CL0386'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 CL0386'OF THE GROUND.
 CL0386'
 CL0386'BALE B.M.--ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM
 CL0386'THE POST OFFICE AT ADRIAN, THENCE 0.7 MILE SOUTHWEST ALONG A
 CL0386'GRADED ROAD THAT FOLLOWS THE ROUTE OF AN ABANDONED RAILROAD,
 CL0386'ALSO ABOUT 0.35 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE
 CL0386'POPLAR SPRINGS METHODIST CHURCH AND CEMETERY, THENCE 0.35
 CL0386'MILE EAST ALONG THE ABANDONED RAILROAD BED, 0.2 MILE WEST
 CL0386'OF A GRADED ROAD INTERSECTION, 47-1/2 FEET SOUTH OF THE
 CL0386'CENTER LINE OF THE ROAD, 46 FEET WEST OF TELEPHONE POLE
 CL0386'NO. 335, 36.2 FEET SOUTHWEST OF BM U 29 BALE, 2-1/2 FEET
 CL0386'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 CL0386'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0386
 CL0386                          STATION RECOVERY (1962)
 CL0386
 CL0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0386'2.1 MI W FROM ADRIAN.
 CL0386'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CL0386'ADRIAN, THENCE 0.7 MILE SOUTHWEST ALONG A GRADED ROAD THAT
 CL0386'FOLLOWS THE ROUTE OF AN ABANDONED RAILROAD, 0.2 MILE WEST OF A
 CL0386'GRADED ROAD INTERSECTION, 27 FEET SOUTH OF THE CENTER LINE OF
 CL0386'THE RAILROAD BED, 15 1/2 FEET NORTHWEST OF TELEPHONE POLE NO. 335,
 CL0386'0.8 FOOT NORTH OF A STEEL WITNESS POST, 2 1/2 FEET BELOW THE
 CL0386'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0386'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0386
 CL0386                          STATION RECOVERY (1968)
 CL0386
 CL0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL0386'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 CL0386'A NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 2 MILES
 CL0386'WEST OF ADRIAN, 0.2 MILES WEST OF A CROSSROAD, 27.0 FT. SOUTH
 CL0386'OF THE CENTERLINE OF THE ABANDON RAILROAD BED, 45.5 FT. SOUTH
 CL0386'OF A 16 INCH TRIANGULAR BLAZED GUM TREE, 1.0 FT. NORTHEAST
 CL0386'OF A WITNESS POST.  MONUMENT PROJECTS 3 INCHES AND IS STAMPED
 CL0386'BM U 29 ELEV 322.033 BALE 1918.
 CL0386'
 CL0386'REFERENCE MARK IS 36.2 FT. SOUTHWEST OF THE STATION, 47.5
 CL0386'FT. SOUTH OF THE CENTERLINE OF THE OLD RAILROAD BED.  MONUMENT
 CL0386'PROJECTS 4 INCHES AND IS STAMPED BM T 29 ELEV 322 BALE 1918.
 CL0386'
 CL0386'TO REACH FOR THE POST OFFICE AT ADRIAN GO WEST ON U.S. HIGHWAY
 CL0386'80 FOR 2.15 MILES TO A CROSSROAD, TURN LEFT GO SOUTH FOR
 CL0386'0.4 MILES TO OLD RAILROAD BED, TURN RIGHT ON TO OLD RAILROAD
 CL0386'BED FOR 0.15 MILES TO A DITCH ACROSS THE RAILROAD BED AND
 CL0386'END OF TRUCK TRAVEL, CONTINUE ON FOOT FOR 106 FEET TO A 16
 CL0386'INCH TRIANGULAR BLAZED GUM TREE ON THE RIGHT AND STATION
 CL0386'ON LEFT.
 CL0386
 CL0386                          STATION RECOVERY (1968)
 CL0386
 CL0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CL0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1728 ***********************************************************************
 EE1728  DESIGNATION -  BALL GROUND MUN STANDPIPE
 EE1728  PID         -  EE1728
 EE1728  STATE/COUNTY-  GA/CHEROKEE
 EE1728  USGS QUAD   -  BALL GROUND WEST (1997)
 EE1728
 EE1728                         *CURRENT SURVEY CONTROL
 EE1728  ___________________________________________________________________
 EE1728* NAD 83(1994)-  34 20 28.52977(N)    084 22 40.98696(W)     ADJUSTED  
 EE1728* NAVD 88     -                                                        
 EE1728  ___________________________________________________________________
 EE1728  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EE1728  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE1728
 EE1728  HORZ ORDER  -  THIRD
 EE1728
 EE1728.The horizontal coordinates were established by classical geodetic methods
 EE1728.and adjusted by the National Geodetic Survey in September 1997..
 EE1728
 EE1728
 EE1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1728
 EE1728.The geoid height was determined by GEOID03.
 EE1728
 EE1728;                    North         East     Units Scale Factor Converg.
 EE1728;SPC GA W     -   481,374.377   680,551.586   MT  0.99990466   -0 07 09.3
 EE1728;SPC GA W     - 1,579,309.10  2,232,776.33   sFT  0.99990466   -0 07 09.3
 EE1728;UTM  16      - 3,803,109.531   741,189.513   MT  1.00031711   +1 28 47.3
 EE1728
 EE1728                          SUPERSEDED SURVEY CONTROL
 EE1728
 EE1728  NAD 83(1986)-  34 20 28.53557(N)    084 22 40.98784(W) AD(       ) 4
 EE1728  NAD 27      -  34 20 28.20086(N)    084 22 41.26165(W) AD(       ) 3
 EE1728
 EE1728.Superseded values are not recommended for survey control.
 EE1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1728.See file dsdata.txt to determine how the superseded data were derived.
 EE1728
 EE1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4119003110(NAD 83)
 EE1728_MARKER: 52 = STANDPIPE TANK
 EE1728
 EE1728  HISTORY     - Date     Condition        Report By
 EE1728  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1728
 EE1728                          STATION DESCRIPTION
 EE1728
 EE1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1728'THE STATION IS THE BALL ON TOP AND CENTER OF A CYLINDRICAL SHAPED,
 EE1728'STEEL, STANDPIPE.  IT HAS A CONICAL SHAPED TOP AND IS SILVER IN
 EE1728'COLOR.  THE STANDPIPE IS 83 FEET HIGH AND 16 FEET IN DIAMETER AT
 EE1728'THE BASE.
 EE1728'
 EE1728'THE STANDPIPE IS LOCATED NEAR THE CENTER OF BALL GROUND ON
 EE1728'THE HIGHEST HILL IN THE VICINITY, 0.15 MILE EAST OF STATE HWY. 5
 EE1728'AND 20 FEET WEST OF WEST SIDE OF THE BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1436 ***********************************************************************
 BR1436  DESIGNATION -  BALLARD
 BR1436  PID         -  BR1436
 BR1436  STATE/COUNTY-  GA/MCINTOSH
 BR1436  USGS QUAD   -  DARIEN (1993)
 BR1436
 BR1436                         *CURRENT SURVEY CONTROL
 BR1436  ___________________________________________________________________
 BR1436* NAD 83(1994)-  31 19 52.76714(N)    081 23 03.20308(W)     ADJUSTED  
 BR1436* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1436  ___________________________________________________________________
 BR1436  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BR1436  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 BR1436
 BR1436  HORZ ORDER  -  THIRD
 BR1436
 BR1436.The horizontal coordinates were established by classical geodetic methods
 BR1436.and adjusted by the National Geodetic Survey in September 1997..
 BR1436
 BR1436.The orthometric height was scaled from a topographic map.
 BR1436
 BR1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1436
 BR1436.The geoid height was determined by GEOID03.
 BR1436
 BR1436;                    North         East     Units Scale Factor Converg.
 BR1436;SPC GA E     -   147,845.233   274,460.708   MT  0.99996836   +0 24 24.8
 BR1436;SPC GA E     -   485,055.57    900,459.84   sFT  0.99996836   +0 24 24.8
 BR1436;UTM  17      - 3,466,385.653   463,447.043   MT  0.99961648   -0 11 59.3
 BR1436
 BR1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1436!SPC GA E     -   1.00000442  x   0.99996836  =   0.99997278
 BR1436!UTM  17      -   1.00000442  x   0.99961648  =   0.99962090
 BR1436
 BR1436                          SUPERSEDED SURVEY CONTROL
 BR1436
 BR1436  NAD 83(1986)-  31 19 52.77931(N)    081 23 03.20759(W) AD(       ) 3
 BR1436  NAD 27      -  31 19 51.96000(N)    081 23 03.85000(W) AD(       ) 3
 BR1436
 BR1436.Superseded values are not recommended for survey control.
 BR1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1436.See file dsdata.txt to determine how the superseded data were derived.
 BR1436
 BR1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6344766386(NAD 83)
 BR1436
 BR1436  HISTORY     - Date     Condition        Report By
 BR1436  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1436  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1436
 BR1436                          STATION DESCRIPTION
 BR1436
 BR1436'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1436'A STATION OF THE U S E D ON THE N SIDE OF BROUGHTON ISLAND, ON THE
 BR1436'ALTAMAHA RIVER, ABOUT 1/2 MILE W OF THE N END OF ONE MILE CUT AND
 BR1436'ALMOST DUE SE FROM THE S END OF THREE MILE CUT.  STATION IS MARKED
 BR1436'BY A STAND AND A 4 X 6 POST.  THIS STATION WAS LOCATED BY
 BR1436'INTERSECTION.
 BR1436
 BR1436                          STATION RECOVERY (1952)
 BR1436
 BR1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1436'STATION WAS NOT RECOVERED AFTER A 30-MIN. SEARCH BY A TWO-MAN PARTY.
 BR1436'NO EVIDENCE OF THE STAND OR THE 4- BY 6-IN. POST WHICH MARKED THE
 BR1436'STATION WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2016 ***********************************************************************
 EE2016  DESIGNATION -  BALLARD
 EE2016  PID         -  EE2016
 EE2016  STATE/COUNTY-  GA/WALKER
 EE2016  USGS QUAD   -  CATLETT (1982)
 EE2016
 EE2016                         *CURRENT SURVEY CONTROL
 EE2016  ___________________________________________________________________
 EE2016* NAD 83(1994)-  34 44 04.58590(N)    085 13 57.99192(W)     ADJUSTED  
 EE2016* NAVD 88     -       342.0    (meters)    1122.     (feet)  VERTCON   
 EE2016  ___________________________________________________________________
 EE2016  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 EE2016  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE2016
 EE2016  HORZ ORDER  -  FIRST
 EE2016
 EE2016.The horizontal coordinates were established by classical geodetic methods
 EE2016.and adjusted by the National Geodetic Survey in September 1997..
 EE2016
 EE2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2016
 EE2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2016
 EE2016.The geoid height was determined by GEOID03.
 EE2016
 EE2016;                    North         East     Units Scale Factor Converg.
 EE2016;SPC GA W     -   525,502.372   602,371.459   MT  1.00001744   -0 36 27.0
 EE2016;SPC GA W     - 1,724,085.70  1,976,280.36   sFT  1.00001744   -0 36 27.0
 EE2016;UTM  16      - 3,845,034.581   661,790.168   MT  0.99992263   +1 00 25.7
 EE2016
 EE2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2016!SPC GA W     -   0.99995092  x   1.00001744  =   0.99996836
 EE2016!UTM  16      -   0.99995092  x   0.99992263  =   0.99987355
 EE2016
 EE2016:                Primary Azimuth Mark                     Grid Az
 EE2016:SPC GA W     -  BALLARD AZ MK                            086 50 30.5
 EE2016:UTM  16      -  BALLARD AZ MK                            085 13 37.8
 EE2016
 EE2016|---------------------------------------------------------------------|
 EE2016| PID    Reference Object                     Distance      Geod. Az  |
 EE2016|                                                           dddmmss.s |
 EE2016| CG5518 BALLARD AZ MK                                      0861403.5 |
 EE2016| EE2025 LAFAYETTE CTY COMMUNI MAST          APPROX. 5.6 KM 2165723.6 |
 EE2016| EE2023 LAFAYETTE LOT                       APPROX. 5.7 KM 2165802.5 |
 EE2016| EE2019 LAFAYETTE HOSIERY MILLS INC TK      APPROX. 6.1 KM 2351144.8 |
 EE2016| EE2026 LAFAYETTE RAD STA WLFA MAST         APPROX. 3.8 KM 2364316.2 |
 EE2016| CG5520 BALLARD RM 2                         17.450 METERS 25224     |
 EE2016| CG5519 BALLARD RM 1                         17.418 METERS 33533     |
 EE2016|---------------------------------------------------------------------|
 EE2016
 EE2016                          SUPERSEDED SURVEY CONTROL
 EE2016
 EE2016  NAD 83(1994)-  34 44 04.58943(N)    085 13 57.99658(W) AD(       ) 1
 EE2016  NAD 83(1986)-  34 44 04.59049(N)    085 13 57.99527(W) AD(       ) 1
 EE2016  NAD 27      -  34 44 04.30622(N)    085 13 58.16266(W) AD(       ) 1
 EE2016  NGVD 29 (07/19/86)  342.0    (m)         1122.     (f) VERT ANG       
 EE2016
 EE2016.Superseded values are not recommended for survey control.
 EE2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2016.See file dsdata.txt to determine how the superseded data were derived.
 EE2016
 EE2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6179045035(NAD 83)
 EE2016_MARKER: DS = TRIANGULATION STATION DISK
 EE2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2016
 EE2016  HISTORY     - Date     Condition        Report By
 EE2016  HISTORY     - 1972     MONUMENTED       NGS
 EE2016
 EE2016                          STATION DESCRIPTION
 EE2016
 EE2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2016'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF THE SMALL
 EE2016'COMMUNITY OF ROCK SPRING, 3-1/2 MILES WEST OF THE WEST BOUNDARY
 EE2016'LINE OF THE CHATTAHOOCHEE NATIONAL FOREST, 3 MILES NORTHEAST OF
 EE2016'LAFAYETTE AND ON PROPERTY OWNED BY MRS. ADA I. BALLARD WHO LIVES
 EE2016'0.4 MILE EAST OF THE STATION SITE.
 EE2016'
 EE2016'TO REACH THE STATION FROM THE POST OFFICE IN LAFAYETTE, GO
 EE2016'NORTH ON U.S. HIGHWAY FOR 2.9 MILES TO A CROSSROAD.  (STATE ROAD
 EE2016'143 ON THE LEFT AND A PAVED ROAD ON THE RIGHT.) TURN RIGHT AND
 EE2016'GO EASTERLY ON A PAVED ROAD FOR 1.45 MILES TO A
 EE2016'CROSSROAD.  CONTINUE AHEAD, EASTERLY, ON A GRAVELED ROAD FOR 1
 EE2016'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED
 EE2016'ROAD FOR 0.6 MILE TO MRS. ADA BALLARDS HOUSE AND THE AZIMUTH MARK
 EE2016'ON THE LEFT.  CONTINUE AHEAD, SOUTHERLY, ON THE GRAVELED ROAD
 EE2016'FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 EE2016'AND GO WESTERLY ON A TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE
 EE2016'RIGHT FORK AND GO WESTERLY ON A TRACK ROAD FOR 0.1 MILE TO THE
 EE2016'SOUTHWEST CORNER OF A FIELD.  TURN RIGHT AND GO NORTHERLY ALONG
 EE2016'THE WEST EDGE OF THE FIELD FOR 0.05 MILE TO THE HIGHEST GROUND
 EE2016'AND THE STATION.
 EE2016'
 EE2016'STATION MARKS ARE STANDARD DISKS STAMPED BALLARD 1972.  THE
 EE2016'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2016'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 59
 EE2016'FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 44 FEET
 EE2016'EAST-SOUTHEAST OF THE EAST EDGE OF A WOODS LINE.  THE UNDERGROUND
 EE2016'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 EE2016'INCHES BELOW THE GROUND SURFACE.
 EE2016'
 EE2016'REFERENCE MARK 1, A STANDARD DISK STAMPED BALLARD NO 1 1972, IS
 EE2016'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2016'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET
 EE2016'NORTHEAST OF THE METAL WITNESS POST AND 2 FEET EAST OF THE
 EE2016'WOODS LINE.
 EE2016'
 EE2016'REFERENCE MARK 2, A STANDARD DISK STAMPED BALLARD NO 2 1972, IS
 EE2016'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2016'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 EE2016'NORTHEAST OF THE METAL WITNESS POST AND 2 FEET EAST OF THE WOODS
 EE2016'LINE.
 EE2016'
 EE2016'THE AZIMUTH MARK, A STANDARD DISK STAMPED BALLARD 1972, IS SET
 EE2016'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 EE2016'FLUSH WITH THE GROUND SURFACE.  IT IS 94 FEET EAST-NORTHEAST OF
 EE2016'THE CENTER OF A GRAVELED ROAD, 38 FEET SOUTH OF THE SOUTHWEST
 EE2016'CORNER OF A HOUSE, 1 FOOT NORTHWEST OF A POWER POLE AND 1 FOOT
 EE2016'WEST OF A METAL WITNESS POST.
 EE2016'
 EE2016'HEIGHT OF LIGHT ABOVE STATION MARK 29.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2301 ***********************************************************************
 BC2301  DESIGNATION -  BALLAST
 BC2301  PID         -  BC2301
 BC2301  STATE/COUNTY-  GA/CAMDEN
 BC2301  USGS QUAD   -  ST MARYS (1993)
 BC2301
 BC2301                         *CURRENT SURVEY CONTROL
 BC2301  ___________________________________________________________________
 BC2301* NAD 83(1994)-  30 43 16.37576(N)    081 32 11.40912(W)     ADJUSTED  
 BC2301* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2301  ___________________________________________________________________
 BC2301  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BC2301  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BC2301
 BC2301  HORZ ORDER  -  THIRD
 BC2301
 BC2301.The horizontal coordinates were established by classical geodetic methods
 BC2301.and adjusted by the National Geodetic Survey in September 1997..
 BC2301
 BC2301.The orthometric height was scaled from a topographic map.
 BC2301
 BC2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2301
 BC2301.The geoid height was determined by GEOID03.
 BC2301
 BC2301;                    North         East     Units Scale Factor Converg.
 BC2301;SPC GA E     -    80,114.462   260,352.284   MT  0.99994492   +0 19 19.0
 BC2301;SPC GA E     -   262,842.20    854,172.45   sFT  0.99994492   +0 19 19.0
 BC2301;SPC FL E     -   707,938.699   148,615.927   MT  0.99997374   -0 16 26.7
 BC2301;SPC FL E     - 2,322,628.88    487,584.09   sFT  0.99997374   -0 16 26.7
 BC2301;UTM  17      - 3,398,829.134   448,633.459   MT  0.99963255   -0 16 26.7
 BC2301
 BC2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2301!SPC GA E     -   1.00000452  x   0.99994492  =   0.99994944
 BC2301!SPC FL E     -   1.00000452  x   0.99997374  =   0.99997826
 BC2301!UTM  17      -   1.00000452  x   0.99963255  =   0.99963707
 BC2301
 BC2301:                Primary Azimuth Mark                     Grid Az
 BC2301:SPC GA E     -  LONG REACH FRONT RANGE BEACON            028 04 03.1
 BC2301:SPC FL E     -  LONG REACH FRONT RANGE BEACON            028 39 48.8
 BC2301:UTM  17      -  LONG REACH FRONT RANGE BEACON            028 39 48.8
 BC2301
 BC2301|---------------------------------------------------------------------|
 BC2301| PID    Reference Object                     Distance      Geod. Az  |
 BC2301|                                                           dddmmss.s |
 BC2301| BC2327 LONG REACH FRONT RANGE BEACON       APPROX. 0.5 KM 0282322.1 |
 BC2301| BC2326 LONG REACH R RANGE BEACON           APPROX. 0.6 KM 3533448.1 |
 BC2301|---------------------------------------------------------------------|
 BC2301
 BC2301                          SUPERSEDED SURVEY CONTROL
 BC2301
 BC2301  NAD 83(1994)-  30 43 16.37868(N)    081 32 11.40791(W) AD(       ) 3
 BC2301  NAD 83(1986)-  30 43 16.38479(N)    081 32 11.41534(W) AD(       ) 3
 BC2301  NAD 27      -  30 43 15.53200(N)    081 32 12.07000(W) AD(       ) 3
 BC2301
 BC2301.Superseded values are not recommended for survey control.
 BC2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2301.See file dsdata.txt to determine how the superseded data were derived.
 BC2301
 BC2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4863398829(NAD 83)
 BC2301
 BC2301  HISTORY     - Date     Condition        Report By
 BC2301  HISTORY     - 1933     FIRST OBSERVED   USE
 BC2301  HISTORY     - 1934     GOOD             CGS
 BC2301
 BC2301                          STATION DESCRIPTION
 BC2301
 BC2301'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BC2301'FOLLOWING DESCRIPTION FURNISHED BY USED--
 BC2301'
 BC2301'TRIPOD STATION MARKED BY 2-1/2 IN BOILER TUBE FILLED WITH AND SET IN
 BC2301'CONCRETE.  STANDING ABOUT 2 FT ABOVE BALLAST ROCKS.  LOCATED ON S
 BC2301'END OF BALLAST PILE ON W SIDE OF ST.  MARYS RIVER AT END OF LONG
 BC2301'REACH.
 BC2301
 BC2301                          STATION RECOVERY (1934)
 BC2301
 BC2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2301'RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.  THE BALLAST PILE
 BC2301'IS VERY EASY TO LOCATE DUE TO SMALL CLUMP OF CEDARS GROWING ON TOP.
 BC2301'STATION IS 7 M. FROM HW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0071 ***********************************************************************
 EE0071  DESIGNATION -  BALLGROUND
 EE0071  PID         -  EE0071
 EE0071  STATE/COUNTY-  GA/CHEROKEE
 EE0071  USGS QUAD   -  BALL GROUND WEST (1997)
 EE0071
 EE0071                         *CURRENT SURVEY CONTROL
 EE0071  ___________________________________________________________________
 EE0071* NAD 83(1986)-  34 20 17.     (N)    084 22 34.     (W)     SCALED    
 EE0071* NAVD 88     -       334.545  (meters)    1097.59   (feet)  ADJUSTED  
 EE0071  ___________________________________________________________________
 EE0071  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE0071  DYNAMIC HT  -         334.188 (meters)    1096.42  (feet)  COMP
 EE0071  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 EE0071
 EE0071  VERT ORDER  -  SECOND    CLASS 0
 EE0071
 EE0071.The horizontal coordinates were scaled from a topographic map and have
 EE0071.an estimated accuracy of +/- 6 seconds.
 EE0071
 EE0071.The orthometric height was determined by differential leveling
 EE0071.and adjusted by the National Geodetic Survey in June 1991..
 EE0071
 EE0071.The geoid height was determined by GEOID03.
 EE0071
 EE0071.The dynamic height is computed by dividing the NAVD 88
 EE0071.geopotential number by the normal gravity value computed on the
 EE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0071.degrees latitude (g = 980.6199 gals.).
 EE0071
 EE0071.The modeled gravity was interpolated from observed gravity values.
 EE0071
 EE0071;                    North         East    Units  Estimated Accuracy
 EE0071;SPC GA W     -   481,020.      680,730.      MT  (+/- 180 meters Scaled)
 EE0071
 EE0071                          SUPERSEDED SURVEY CONTROL
 EE0071
 EE0071  NGVD 29 (??/??/92)  334.524  (m)         1097.52   (f) ADJ UNCH    2 0
 EE0071
 EE0071.Superseded values are not recommended for survey control.
 EE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0071.See file dsdata.txt to determine how the superseded data were derived.
 EE0071
 EE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD413027(NAD 83)
 EE0071_MARKER: DB = BENCH MARK DISK
 EE0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0071_SP_SET: BLDG
 EE0071_STAMPING: BALLGROUND 1933 1097.517
 EE0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0071+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 EE0071
 EE0071  HISTORY     - Date     Condition        Report By
 EE0071  HISTORY     - 1933     MONUMENTED       CGS
 EE0071  HISTORY     - 1972     GOOD             NGS
 EE0071  HISTORY     - 20050628 GOOD             GADT
 EE0071  HISTORY     - 20060520 GOOD             STRSMA
 EE0071
 EE0071                          STATION DESCRIPTION
 EE0071
 EE0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0071'AT BALLGROUND.
 EE0071'AT BALLGROUND, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 88
 EE0071'FEET EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND MAIN
 EE0071'STREET, 29 1/2 FEET NORTHEAST OF THE CENTER LINE OF MAIN STREET,
 EE0071'SET VERTICALLY IN THE SOUTHWEST FACE OF THE ROBERTS BUILDING WHICH
 EE0071'IS NOW BEING USED AS AN APARTMENT BUILDING, 1.0 FOOT SOUTHEAST OF
 EE0071'THE WEST CORNER OF THE BUILDING, 8.8 FEET NORTHWEST OF THE
 EE0071'NORTHWEST EDGE OF THE SOUTHWEST ENTRANCE, 4.1 FEET ABOVE THE
 EE0071'SIDEWALK, AND ABOUT 4 1/2 FEET ABOVE MAIN STREET.
 EE0071
 EE0071                          STATION RECOVERY (2005)
 EE0071
 EE0071'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE0071'MARK WAS REPORTED TO GDOT BY A PRIVATE SURVEYOR AS BEING FOUND IN GOOD
 EE0071'CONDITION, WITH ORIGINAL STAMPING STILL LEGIBLE.
 EE0071
 EE0071                          STATION RECOVERY (2006)
 EE0071
 EE0071'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0505 ***********************************************************************
 CL0505  DESIGNATION -  BALL=S 25
 CL0505  PID         -  CL0505
 CL0505  STATE/COUNTY-  GA/TWIGGS
 CL0505  USGS QUAD   -  DRY BRANCH (1985)
 CL0505
 CL0505                         *CURRENT SURVEY CONTROL
 CL0505  ___________________________________________________________________
 CL0505* NAD 83(1994)-  32 45 34.26182(N)    083 26 43.45981(W)     ADJUSTED  
 CL0505* NAVD 88     -       173.749  (meters)     570.04   (feet)  ADJUSTED  
 CL0505  ___________________________________________________________________
 CL0505  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CL0505  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CL0505  DYNAMIC HT  -         173.555 (meters)     569.40  (feet)  COMP
 CL0505  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 CL0505
 CL0505  HORZ ORDER  -  FIRST
 CL0505  VERT ORDER  -  FIRST     CLASS II
 CL0505
 CL0505.The horizontal coordinates were established by classical geodetic methods
 CL0505.and adjusted by the National Geodetic Survey in September 1997..
 CL0505
 CL0505.The orthometric height was determined by differential leveling
 CL0505.and adjusted by the National Geodetic Survey in June 1991..
 CL0505
 CL0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0505
 CL0505.The geoid height was determined by GEOID03.
 CL0505
 CL0505.The dynamic height is computed by dividing the NAVD 88
 CL0505.geopotential number by the normal gravity value computed on the
 CL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0505.degrees latitude (g = 980.6199 gals.).
 CL0505
 CL0505.The modeled gravity was interpolated from observed gravity values.
 CL0505
 CL0505;                    North         East     Units Scale Factor Converg.
 CL0505;SPC GA W     -   306,164.123   767,580.424   MT  0.99995630   +0 23 25.1
 CL0505;SPC GA W     - 1,004,473.46  2,518,303.44   sFT  0.99995630   +0 23 25.1
 CL0505;UTM  17      - 3,627,273.857   270,913.657   MT  1.00024716   -1 19 25.8
 CL0505
 CL0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0505!SPC GA W     -   0.99997701  x   0.99995630  =   0.99993331
 CL0505!UTM  17      -   0.99997701  x   1.00024716  =   1.00022416
 CL0505
 CL0505|---------------------------------------------------------------------|
 CL0505| PID    Reference Object                     Distance      Geod. Az  |
 CL0505|                                                           dddmmss.s |
 CL0505| CL1420 BOB=U 25                            234.468 METERS 14101     |
 CL0505| CL1355 BAG=Q 25                            APPROX. 1.2 KM 2790004.8 |
 CL0505| CL2998 BALL RM                              17.365 METERS 33117     |
 CL0505|---------------------------------------------------------------------|
 CL0505
 CL0505                          SUPERSEDED SURVEY CONTROL
 CL0505
 CL0505  NAD 83(1986)-  32 45 34.26062(N)    083 26 43.46301(W) AD(       ) 1
 CL0505  NAD 27      -  32 45 33.74500(N)    083 26 43.83000(W) AD(       ) 1
 CL0505  NGVD 29 (??/??/92)  173.88   (m)          570.5    (f) COMPUTED    1 2
 CL0505
 CL0505.Superseded values are not recommended for survey control.
 CL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0505.See file dsdata.txt to determine how the superseded data were derived.
 CL0505
 CL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7091427274(NAD 83)
 CL0505_MARKER: DS = TRIANGULATION STATION DISK
 CL0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0505_STAMPING: ELEV 570.366 S 25 BALL 1917
 CL0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0505+STABILITY: SURFACE MOTION
 CL0505
 CL0505  HISTORY     - Date     Condition        Report By
 CL0505  HISTORY     - 1917     MONUMENTED       CGS
 CL0505  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL0505  HISTORY     - 1949     GOOD             CGS
 CL0505  HISTORY     - 1962     MARK NOT FOUND   CGS
 CL0505  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL0505  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0505
 CL0505                          STATION DESCRIPTION
 CL0505
 CL0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL0505'ABOUT 1.3 MILES NORTHWEST OF FITZPATRICK, ON THE MACON, DUBLIN
 CL0505'AND SAVANNAH RAILWAY, 50 TELEGRAPH POLES EAST OF MILEPOST 14,
 CL0505'4-1/2 TELEGRAPH POLES NORTHWEST OF U.S. HIGHWAY 80 WHERE IT
 CL0505'CROSSES TRACK, 71.5 FEET NORTH OF NORTH RAIL, ON NORTH TANGENT
 CL0505'OF NORTH RAIL, 36 FEET SOUTH OF CENTER LINE OF OLD STATE
 CL0505'HIGHWAY 19, ON BANK 10 FEET ABOVE TRACK.
 CL0505'SURFACE MARK IS FLUSH WITH GROUND.  REFERENCE MARK = R-25
 CL0505'IS ALONG PUBLIC HIGHWAY, 17.365 METERS (56.97 FEET) FROM
 CL0505'STATION IN GRID AZIMUTH 150 DEG 54 MIN.  IN 1934 REFERENCE MARK
 CL0505'DESTROYED.
 CL0505
 CL0505                          STATION RECOVERY (1949)
 CL0505
 CL0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL0505'STATION IS ABOUT 1.4 MILES NW ALONG THE MACON, DUBLIN AND
 CL0505'SAVANNAH RAILROAD FROM THE RAILROAD DEPOT AT FITZPATRICK,
 CL0505'0.1 MILE NW OF THE CROSSING OF THE RAILROAD AND U.S. HIGHWAY
 CL0505'80, ON THE PROJECTED LINE OF THE N RAIL IN THE TANGENT W OF THE
 CL0505'STATION, 69.0 FEET NNE OF THE NE RAIL, ABOUT 36 FEET S OF THE
 CL0505'CENTER LINE OF AN OLD ABANDONED HIGHWAY, AND ABOUT 10 FEET
 CL0505'HIGHER THAN THE RAILS.
 CL0505'
 CL0505'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, IS
 CL0505'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BALL S 25 1917
 CL0505'ELEV. 570.366.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 CL0505'IN CONCRETE.
 CL0505'
 CL0505'THE REFERENCE MARK WHICH IS NUMBERED ONLY AS B.M. R 25 WAS
 CL0505'REPORTED IN 1934 AS DESTROYED AND THIS IS APPARENTLY TRUE.
 CL0505
 CL0505                          STATION RECOVERY (1962)
 CL0505
 CL0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0505'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS
 CL0505'NOT RECOVERED.  THE AREA HAS BEEN GRADED DOWN AND MARK
 CL0505'MAY HAVE BEEN DESTROYED.
 CL0505
 CL0505                          STATION RECOVERY (1962)
 CL0505
 CL0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0505'1.4 MI NW FROM FITZPATRICK.
 CL0505'1.4 MILES NORTHWEST ALONG THE MACON, DUBLIN AND SAVANNAH RAILROAD
 CL0505'FROM THE STATION AT FITZPATRICK, TWIGGS COUNTY, 0.1 MILE
 CL0505'NORTHWEST OF THE CROSSING OF U.S. HIGHWAY 80, 69 FEET NORTH-NORTHEAST
 CL0505'OF THE NORTHEAST RAIL, ON THE PROJECTED LINE OF THE NORTH RAIL
 CL0505'IN THE TANGENT WEST OF THE MARK, 36 FEET SOUTH OF THE
 CL0505'CENTERLINE OF AN OLD ABANDONED HIGHWAY, AND 10 FEET HIGHER THAN
 CL0505'THE RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 CL0505'ELEV 570.366 S 25 BALL 1917 AND SET IN THE TOP OF A CONCRETE
 CL0505'POST FLUSH WITH GROUND.
 CL0505
 CL0505                          STATION RECOVERY (1973)
 CL0505
 CL0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0242 ***********************************************************************
 DG0242  DESIGNATION -  BALTO
 DG0242  PID         -  DG0242
 DG0242  STATE/COUNTY-  GA/FULTON
 DG0242  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0242
 DG0242                         *CURRENT SURVEY CONTROL
 DG0242  ___________________________________________________________________
 DG0242* NAD 83(1994)-  33 46 06.09668(N)    084 23 19.73637(W)     ADJUSTED  
 DG0242* NAVD 88     -       302.992  (meters)     994.07   (feet)  ADJUSTED  
 DG0242  ___________________________________________________________________
 DG0242  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DG0242  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0242  DYNAMIC HT  -         302.654 (meters)     992.96  (feet)  COMP
 DG0242  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 DG0242
 DG0242  HORZ ORDER  -  FIRST
 DG0242  VERT ORDER  -  FIRST     CLASS II
 DG0242
 DG0242.The horizontal coordinates were established by classical geodetic methods
 DG0242.and adjusted by the National Geodetic Survey in September 1997..
 DG0242
 DG0242.The orthometric height was determined by differential leveling
 DG0242.and adjusted by the National Geodetic Survey in June 1991..
 DG0242
 DG0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0242
 DG0242.The geoid height was determined by GEOID03.
 DG0242
 DG0242.The dynamic height is computed by dividing the NAVD 88
 DG0242.geopotential number by the normal gravity value computed on the
 DG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0242.degrees latitude (g = 980.6199 gals.).
 DG0242
 DG0242.The modeled gravity was interpolated from observed gravity values.
 DG0242
 DG0242;                    North         East     Units Scale Factor Converg.
 DG0242;SPC GA W     -   417,834.875   679,423.311   MT  0.99990522   -0 07 24.5
 DG0242;SPC GA W     - 1,370,846.59  2,229,074.65   sFT  0.99990522   -0 07 24.5
 DG0242;UTM  16      - 3,739,536.839   741,822.014   MT  1.00032097   +1 27 07.5
 DG0242
 DG0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0242!SPC GA W     -   0.99995707  x   0.99990522  =   0.99986229
 DG0242!UTM  16      -   0.99995707  x   1.00032097  =   1.00027803
 DG0242
 DG0242                          SUPERSEDED SURVEY CONTROL
 DG0242
 DG0242  NAD 83(1986)-  33 46 06.10201(N)    084 23 19.73701(W) AD(       ) 1
 DG0242  NAD 27      -  33 46 05.72300(N)    084 23 20.00300(W) AD(       ) 1
 DG0242  NGVD 29 (??/??/92)  302.912  (m)          993.80   (f) ADJ UNCH    1 2
 DG0242
 DG0242.Superseded values are not recommended for survey control.
 DG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0242.See file dsdata.txt to determine how the superseded data were derived.
 DG0242
 DG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4182239537(NAD 83)
 DG0242_MARKER: DE = TRAVERSE STATION DISK
 DG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0242_STAMPING: BALTO 1926 993.784
 DG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0242+STABILITY: SURFACE MOTION
 DG0242
 DG0242  HISTORY     - Date     Condition        Report By
 DG0242  HISTORY     - 1927     MONUMENTED       CGS
 DG0242  HISTORY     - 1951     GOOD             CGS
 DG0242  HISTORY     - 1951     GOOD             NGS
 DG0242  HISTORY     - 1970     GOOD             NGS
 DG0242  HISTORY     - 1973     GOOD             NGS
 DG0242  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0242
 DG0242                          STATION DESCRIPTION
 DG0242
 DG0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0242'TRAVERSE STATION AND BENCH MARK BALTO IS IN SIDEWALK ON NE
 DG0242'CORNER OF BALTIMORE PLACE AND SPRING STREET, 8.21 FEET S
 DG0242'TO CENTER OF TOP OF STORM-WATER DRAIN 33.77 FEET S TO CENTER
 DG0242'OF TOP OF MANHOLE IN STREET ON BALTIMORE PLACE.  16.42 FEET
 DG0242'N TO BRICK PILLAR.  30.89 FEET N TO BRICK PILLAR.  42.56 FEET
 DG0242'E TO PUROL GAS PUMP.  45.52 FEET NE TO WOCOPEP GAS PUMP.
 DG0242'53.58 FEET NE TO PUROL GAS PUMP.  THESE THREE PUMPS ARE ON
 DG0242'E SIDE OF COVERED DRIVEWAY, IN BUILDING ON NE CORNER OF
 DG0242'BALTIMORE PLACE AND SPRING STREET.
 DG0242'
 DG0242'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0242'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0242'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0242
 DG0242                          STATION RECOVERY (1951)
 DG0242
 DG0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG0242'IN ATLANTA, ABOUT 34 FEET NE OF THE CENTER OF THE INTERSECTION
 DG0242'OF SPRING STREET AND BALTIMORE PLACE N.W., 10.5 FEET N OF THE
 DG0242'N CURB OF THE LATTER, 8.2 FEET N OF THE CENTER OF THE TOP
 DG0242'OF A STORM WATER DRAIN, AND 3.5 FEET E OF THE E CURB OF SPRING
 DG0242'STREET.  THE MARK IS A STANDARD STATION DISK SET IN THE
 DG0242'TOP OF A CONCRETE CYLINDER 6 INCHES BELOW A CAST-IRON COVER
 DG0242'THAT IS FLUSH WITH THE SIDEWALK SURFACE.  THE DISK IS STAMPED
 DG0242'BALTO 1926 993.784.
 DG0242
 DG0242                          STATION RECOVERY (1951)
 DG0242
 DG0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 DG0242'AT ATLANTA.
 DG0242'IN ATLANTA, FULTON COUNTY, ABOUT 34 FEET NORTHEAST OF THE
 DG0242'CENTER OF THE INTERSECTION OF SPRING STREET AND BALTIMORE
 DG0242'PLACE N.W., 10.5 FEET NORTH OF THE NORTH CURB OF THE LATTER,
 DG0242'8.2 FEET NORTH OF THE CENTER OF THE TOP OF A STORM WATER DRAIN,
 DG0242'AND 3.5 FEET EAST OF THE EAST CURB OF SPRING STREET.  A STANDARD
 DG0242'TRAVERSE DISK IS STAMPED BALTO 1926 993.784 AND SET IN THE TOP
 DG0242'OF A CONCRETE POST THAT IS 6 INCHES UNDER A CAST IRON COVER
 DG0242'THAT IS FLUSH WITH THE SIDEWALK SURFACE.
 DG0242
 DG0242                          STATION RECOVERY (1970)
 DG0242
 DG0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 DG0242'THE STATION WAS RECOVERED AS DESCRIBED BY L.P. GIBBON IN 1951
 DG0242'
 DG0242'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG0242'1.0 MI N OF FIVE POINTS IN ATLANTA.
 DG0242
 DG0242                          STATION RECOVERY (1973)
 DG0242
 DG0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0242'RECOVERED IN GOOD CONDITION.
 DG0242
 DG0242                          STATION RECOVERY (1990)
 DG0242
 DG0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0242'NOT FOUND AFTER SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1036 ***********************************************************************
 BR1036  TIDAL BM    -  This is a Tidal Bench Mark.
 BR1036  DESIGNATION -  BANK
 BR1036  PID         -  BR1036
 BR1036  STATE/COUNTY-  GA/CHATHAM
 BR1036  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1036
 BR1036                         *CURRENT SURVEY CONTROL
 BR1036  ___________________________________________________________________
 BR1036* NAD 83(1994)-  31 58 30.19972(N)    081 00 07.25361(W)     ADJUSTED  
 BR1036* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 BR1036  ___________________________________________________________________
 BR1036  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BR1036  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 BR1036
 BR1036  HORZ ORDER  -  SECOND
 BR1036
 BR1036.The horizontal coordinates were established by classical geodetic methods
 BR1036.and adjusted by the National Geodetic Survey in September 1997..
 BR1036
 BR1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1036
 BR1036.This Tidal Bench Mark is designated as VM 15762
 BR1036.by the Center for Operational Oceanographic Products and Services.
 BR1036
 BR1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1036
 BR1036.The geoid height was determined by GEOID03.
 BR1036
 BR1036;                    North         East     Units Scale Factor Converg.
 BR1036;SPC GA E     -   219,543.602   310,073.736   MT  1.00004938   +0 37 00.5
 BR1036;SPC GA E     -   720,285.97  1,017,300.25   sFT  1.00004938   +0 37 00.5
 BR1036;SPC SC       -    15,719.016   609,409.512   MT  1.00022605   -0 00 04.0
 BR1036;SPC SC       -    51,571.57  1,999,375.04   iFT  1.00022605   -0 00 04.0
 BR1036;UTM  17      - 3,537,670.788   499,809.631   MT  0.99960000   -0 00 03.8
 BR1036
 BR1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1036!SPC GA E     -   1.00000413  x   1.00004938  =   1.00005351
 BR1036!SPC SC       -   1.00000413  x   1.00022605  =   1.00023018
 BR1036!UTM  17      -   1.00000413  x   0.99960000  =   0.99960412
 BR1036
 BR1036:                Primary Azimuth Mark                     Grid Az
 BR1036:SPC GA E     -  OGLETHORPE HOTEL BLACK VENT              002 12 59.1
 BR1036:SPC SC       -  OGLETHORPE HOTEL BLACK VENT              002 50 03.6
 BR1036:UTM  17      -  OGLETHORPE HOTEL BLACK VENT              002 50 03.4
 BR1036
 BR1036|---------------------------------------------------------------------|
 BR1036| PID    Reference Object                     Distance      Geod. Az  |
 BR1036|                                                           dddmmss.s |
 BR1036| CK4008 OGLETHORPE HOTEL BLACK VENT         APPROX. 3.3 KM 0024959.6 |
 BR1036| BR1637 BANK RM 1                            26.868 METERS 00300     |
 BR1036| BR1638 BANK RM 2                           160.000 METERS 15736     |
 BR1036| BR1639 BANK RM 3                            33.265 METERS 20058     |
 BR1036| BR1028 DOCK                                APPROX. 5.4 KM 2550802.0 |
 BR1036| BR1763 BANK RM 4                            14.396 METERS 29116     |
 BR1036|---------------------------------------------------------------------|
 BR1036
 BR1036                          SUPERSEDED SURVEY CONTROL
 BR1036
 BR1036  NAD 83(1986)-  31 58 30.21726(N)    081 00 07.27476(W) AD(       ) 2
 BR1036  NAD 27      -  31 58 29.44000(N)    081 00 07.87800(W) AD(       ) 2
 BR1036  NGVD 29 (10/08/91)    5.3    (m)           17.     (f) VERT ANG       
 BR1036
 BR1036.Superseded values are not recommended for survey control.
 BR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1036.See file dsdata.txt to determine how the superseded data were derived.
 BR1036
 BR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9981037671(NAD 83)
 BR1036_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BR1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BR1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1036+STABILITY: SURFACE MOTION
 BR1036
 BR1036  HISTORY     - Date     Condition        Report By
 BR1036  HISTORY     - 1932     MONUMENTED       CGS
 BR1036  HISTORY     - 1932     GOOD             CGS
 BR1036  HISTORY     - 1933     GOOD             CGS
 BR1036  HISTORY     - 1934     GOOD             CGS
 BR1036  HISTORY     - 1973     GOOD             NGS
 BR1036  HISTORY     - 1983     GOOD             GADT
 BR1036  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BR1036
 BR1036                          STATION DESCRIPTION
 BR1036
 BR1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 BR1036'ABOUT 9 MI. SE OF SAVANNAH AND 2 MI. S OF SAVANNAH OGLETHORPE
 BR1036'HOTEL ON E BANK OF WILMINGTON RIVER.  REACHED FROM SAVANNAH
 BR1036'BY RT. 17 TO VICTORY DRIVE.  BEST STREET OUT IS LIBERTY
 BR1036'ST. WHICH IS 4 BLOCKS E OF BULL ST. FROM END OF LIBERTY ST.
 BR1036'ON VICTORY DRIVE, TURN E ON DOUBLE DRIVE AND FOLLOW U.S.
 BR1036'RT. 80 (TYBEE ROAD) 7.7 MI. TO AN ASPHALT ROAD TO THE RIGHT
 BR1036'LEADING S TO THE OGLETHORPE HOTEL.  FOLLOW THIS ROAD WHICH
 BR1036'BECOMES SHELL AFTER PASSING HOTEL, S 3.4 MI. TO FORK AT
 BR1036'END OF SHELL.  TAKE RIGHT FORK 0.05 MI. TO RIVER THEN RIGHT
 BR1036'0.05 MI. ALONG BLUFF TO STATION AT SUNNY BANK COTTAGE.
 BR1036'STATION IS IN FRONT OF LARGE WHITE HOUSE 20 M. W OF SW CORNER
 BR1036'OF HOUSE.  19 M. E OF E BANK OF RIVER.  4 M. SW OF SW
 BR1036'CORNER OF YARD FENCE.
 BR1036'
 BR1036'R.M. 1 IS NW OF STATION, 4 M. E OF E BANK OF RIVER.  5 M.
 BR1036'W OF 24 IN OAK.
 BR1036'
 BR1036'R.M. 2 IS S OF STATION, 20 M. S OF SW CORNER OF SMALL BROWN
 BR1036'HOUSE.  5 M. SW OF WOVEN WIRE FENCE.  5 M. NE OF DIM ROAD.
 BR1036'
 BR1036'R.M. 3 IS SW OF STATION.
 BR1036'
 BR1036'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BR1036
 BR1036                          STATION RECOVERY (1932)
 BR1036
 BR1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CMD)
 BR1036'STATION RECOVERED AS DESCRIBED AND ALL MARKS RECOVERED AND
 BR1036'CHECKED.  THE ONLY DISCREPANCY IN THE DESCRIPTION IS THAT PRICE
 BR1036'STREET SHOULD BE INSERTED FOR LIBERTY STREET.
 BR1036
 BR1036                          STATION RECOVERY (1933)
 BR1036
 BR1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (KGC)
 BR1036'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.D.M.
 BR1036'IN 1932.  DISTANCE R.M. 1 TO R.M. 3 MEASURES 59.460 METERS.
 BR1036
 BR1036                          STATION RECOVERY (1934)
 BR1036
 BR1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1036'RECOVERED.
 BR1036
 BR1036                          STATION RECOVERY (1973)
 BR1036
 BR1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DDR)
 BR1036'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED
 BR1036'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT FOUND.  A NEW
 BR1036'DESCRIPTION FOLLOWS--STATION IS IN THE BACK LAWN OF MRS. R. B.
 BR1036'WESTGATES HOUSE, ON FIRST AVE., AT THE SW END OF WILMINGTON
 BR1036'ISLAND.  88 FEET WNW OF THE NW CORNER OF BACK PORCH OF HOUSE, 55
 BR1036'FEET E OF A WOODEN POST WITH LARGE BRASS BELL AT TOP AND 35 FEET
 BR1036'NW OF THE CENTER OF A LARGE TWIN TRUNK OAK TREE, MONUMENT
 BR1036'PROJECTS 1 FOOT.  TO REACH STATION FROM THE JUNCTION OF U. S. HWY.
 BR1036'80 AND STATE HWY. 367, GO SOUTH ON HWY. 367 FOR 2.75 MILES TO
 BR1036'WILMINGTON ISLAND ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 BR1036'WILMINGTON ISLAND ROAD FOR 3.15 MILES TO KESSEL ST ON THE LEFT,
 BR1036'CONTINUE STRAIGHT AHEAD SOUTH ON FIRST AVE. FOR 0.15 MILE TO A GRAVEL
 BR1036'DRIVEWAY ON THE RIGHT, TURN RIGHT ON DRIVEWAY FOR ABOUT 100 FEET
 BR1036'TO MRS. WESTGATES HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 BR1036'
 BR1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT S END OF
 BR1036'WILMINGTON ISLAND.
 BR1036
 BR1036                          STATION RECOVERY (1983)
 BR1036
 BR1036'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1036'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.
 BR1036'REFERENCE MARK 1 WAS FOUND LAYING ON TOP OF THE GROUND WITH THE
 BR1036'DISK INTACT BUT WAS NOT RETRIEVED.  REFERENCE MARK 2 WAS NOT
 BR1036'RECOVERED.  THE ORIGINAL DESCRIPTION IS POOR.  REFERENCE MARK 4
 BR1036'AND AN AZIMUTH MARK WERE SET AT THIS TIME.  A COMPLETE NEW
 BR1036'DESCRIPTION FOLLOWS.
 BR1036'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST OF THUNDERBOLT,
 BR1036'15.7 KM (9.75 MI) WEST-SOUTHWEST OF TYBEE ISLAND, AND 12.4 KM (7.
 BR1036'(7.5 MI) EAST OF VERNONBURG.
 BR1036'OWNERSHIP--R.P. WESTGATE, 1760 PORPOISE POINT, SAVANNAH, GEORGIA.
 BR1036'PHONE 912-897-2570.
 BR1036'
 BR1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 BR1036'(VICTORY DRIVE) AND STATE ROUTE 367 LOCATED ABOUT 3.2 KM (2 MI)
 BR1036'WEST-NORTHWEST OF THUNDERBOLT, GO SOUTHEAST ALONG STATE ROUTE 367
 BR1036'FOR 4.7 KM (2.9 MI) TO THE JUNCTION OF WILMINGTON ISLAND ROAD TO
 BR1036'THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG WILMINGTON ISLAND
 BR1036'ROAD FOR 3.05 KM (1.9 MI) TO A SHARP TURN TO THE LEFT AT THE
 BR1036'JUNCTION OF A DRIVEWAY TO THE SHERATON SAVANNAH INN TO THE RIGHT.
 BR1036'CONTINUE GOING ALONG WILMINGTON ISLAND ROAD, NOW SOUTHEAST, FOR
 BR1036'3.7 KM (2.3 MI) TO A SHARP TURN TO THE LEFT AND PORPOISE POINT
 BR1036'ROAD (DIRT) TO THE RIGHT.  TURN RIGHT GOING SOUTHWESTERLY ALONG
 BR1036'PORPOISE POINT ROAD FOR 0.1 KM (0.05 MI) TO THE WESTGATE RESIDENCE
 BR1036'ON THE RIGHT.  WALK TO THE REAR OF THE HOUSE TO THE STATION
 BR1036'BETWEEN THE HOUSE AND THE RIVER.  GET OWNERS PERMISSION BEFORE
 BR1036'DRIVING TO THE STATION.
 BR1036'
 BR1036'THE STATION IS A STANDARD CGS DISK
 BR1036'STAMPED---BANK 1932---,
 BR1036'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 38 CM ON A SIDE
 BR1036'PROJECTING 0.3 CM ABOVE THE GROUND.  IT IS LOCATED
 BR1036'23.7 METERS (77.8 FT) WEST FROM THE NORTHWEST CORNER OF THE DON
 BR1036'AMERSON RESIDENCE,
 BR1036'24.6 METERS (80.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BR1036'WESTGATE RESIDENCE,
 BR1036'3.95 METERS (13.0 FT) SOUTH FROM A 24-INCH OAK TREE,
 BR1036'10.8 METERS (35.5 FT) NORTH FROM A 5-FOOT DIAMETER OAK TREE, AND
 BR1036'16.85 METERS (55.3 FT) EAST-SOUTHEAST FROM A BELL MOUNTED ON A
 BR1036'POST.
 BR1036'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 BR1036'STAMPED---BANK 1932---,
 BR1036'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 BR1036'
 BR1036'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 BR1036'STAMPED---BANK 1932 NO 3---,
 BR1036'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30.5 CM ON A SIDE
 BR1036'PROJECTING 0.2 CM ABOVE THE GROUND.  IT IS LOCATED
 BR1036'28.15 METERS (92.4 FT) WEST FROM THE NORTHWEST CORNER OF THE
 BR1036'WESTGATE RESIDENCE,
 BR1036'6.05 METERS (19.8 FT) EAST FROM THE SOUTHEAST CORNER OF A
 BR1036'GREENHOUSE,
 BR1036'8.85 METERS (29.0 FT) SOUTHEAST FROM A 3-FOOT OAK TREE, AND
 BR1036'12.1 METERS (39.7 FT) NORTH FROM A 26-INCH PINE TREE.
 BR1036'MARK IS LEVEL WITH STATION.
 BR1036'
 BR1036'REFERENCE MARK NUMBER 4 IS A STANDARD CGS DISK
 BR1036'STAMPED---BANK 1935 NO 4 1983---,
 BR1036'SET IN THE TOP OF A ROUND CONCRETE
 BR1036'MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND.
 BR1036'IT IS LOCATED
 BR1036'2.5 METERS (8.2 FT) SOUTHEAST FROM THE BELL,
 BR1036'4.11 METERS (13.5 FT) EAST FROM THE NORTH HANDRAIL POST OF A
 BR1036'WALKWAY TO THE RIVER, AND
 BR1036'15.08 METERS (49.5 FT) NORTHEAST FROM A 4-FOOT OAK TREE WITH A
 BR1036'SEAT AROUND THE BASE.
 BR1036'MARK IS BELOW STATION 0.3 METERS.
 BR1036'
 BR1036'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1036'STAMPED---BANK AZ MK 1932 1983---, SET IN A DRILL HOLE IN A
 BR1036'CONCRETE SLAB DOCK FLUSH WITH THE SURFACE.
 BR1036'IT IS LOCATED
 BR1036'ACROSS THE RIVER FROM THE STATION ON
 BR1036'PROPERTY OWNED BY THE SKIDAWAY INSTITUTE OF OCEANOGRAPHY ON
 BR1036'SKIDAWAY ISLAND AND USED AT THIS TIME BY THE U.S. COAST GUARD.  A
 BR1036'KEY OR PERMISSION MAY BE NEEDED FOR ACCESS.  CONTACT JACK EVERETT
 BR1036'AT THE INSTITUTE, PHONE 912-356-2485 FOR INFORMATION.
 BR1036'TO REACH THE MARK FROM A T-JUNCTION OF DRIVEWAYS AT THE MAIN
 BR1036'OFFICE AND THE AQUARIUM OF THE OCEAN SCIENCE CENTER ON SKIDAWAY
 BR1036'ISLAND, GO SOUTH ALONG THE DRIVE FOR 0.2 KM (0.15 MI) TO ITS
 BR1036'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 108 TO THE RIGHT.
 BR1036'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 108 FOR 3.2 KM
 BR1036'(2.0 MI) TO THE JUNCTION OF COUNTY ROAD 108 TURNING TO THE LEFT
 BR1036'AND PAVED COUNTY ROAD 92772 STRAIGHT
 BR1036'AHEAD.  TURN LEFT GOING EAST ALONG COUNTY ROAD 108, WHICH BECOMES
 BR1036'COUNTY ROAD 107, FOR 1.4 KM (0.9 MI) TO ITS TERMINATION AT THE
 BR1036'RIVER AND A DRIVEWAY TO THE RIGHT.  TURN RIGHT GOING ALONG THE
 BR1036'DRIVEWAY AND ACROSS A PARKING LOT FOR 0.15 KM (0.1 MI) TO A DOCK.
 BR1036'THE MARK IS LOCATED
 BR1036'50. METERS (160. FT) EAST FROM FROM THE RIVER BANK AND
 BR1036'1.2 METERS (4.0 FT) WEST FROM THE EAST END OF THE T-SHAPED DOCK.
 BR1036'
 BR1036'DESCRIBED BY T.B. KNIGHT.
 BR1036
 BR1036                          STATION RECOVERY (1990)
 BR1036
 BR1036'RECOVERY NOTE BY US POWER SQUADRON 1990 (PW)
 BR1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1129 ***********************************************************************
 BR1129  DESIGNATION -  BANK
 BR1129  PID         -  BR1129
 BR1129  STATE/COUNTY-  GA/MCINTOSH
 BR1129  USGS QUAD   -  SAPELO SOUND (1979)
 BR1129
 BR1129                         *CURRENT SURVEY CONTROL
 BR1129  ___________________________________________________________________
 BR1129* NAD 83(1994)-  31 31 27.56824(N)    081 10 43.42193(W)     ADJUSTED  
 BR1129* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1129  ___________________________________________________________________
 BR1129  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BR1129  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 BR1129
 BR1129  HORZ ORDER  -  THIRD
 BR1129
 BR1129.The horizontal coordinates were established by classical geodetic methods
 BR1129.and adjusted by the National Geodetic Survey in September 1997..
 BR1129
 BR1129.The orthometric height was scaled from a topographic map.
 BR1129
 BR1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1129
 BR1129.The geoid height was determined by GEOID03.
 BR1129
 BR1129;                    North         East     Units Scale Factor Converg.
 BR1129;SPC GA E     -   169,400.942   293,824.870   MT  1.00000854   +0 30 59.7
 BR1129;SPC GA E     -   555,776.26    963,990.43   sFT  1.00000854   +0 30 59.7
 BR1129;UTM  17      - 3,487,726.466   483,031.570   MT  0.99960355   -0 05 36.4
 BR1129
 BR1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1129!SPC GA E     -   1.00000486  x   1.00000854  =   1.00001340
 BR1129!UTM  17      -   1.00000486  x   0.99960355  =   0.99960841
 BR1129
 BR1129|---------------------------------------------------------------------|
 BR1129| PID    Reference Object                     Distance      Geod. Az  |
 BR1129|                                                           dddmmss.s |
 BR1129| BR1128 WIND                                282.553 METERS 28937     |
 BR1129| BR1117 ST CATHERINE 2                      APPROX. 4.5 KM 3544451.5 |
 BR1129|---------------------------------------------------------------------|
 BR1129
 BR1129                          SUPERSEDED SURVEY CONTROL
 BR1129
 BR1129  NAD 83(1986)-  31 31 27.58227(N)    081 10 43.42652(W) AD(       ) 3
 BR1129  NAD 27      -  31 31 26.78000(N)    081 10 44.09000(W) AD(       ) 3
 BR1129
 BR1129.Superseded values are not recommended for survey control.
 BR1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1129.See file dsdata.txt to determine how the superseded data were derived.
 BR1129
 BR1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ8303287726(NAD 83)
 BR1129
 BR1129  HISTORY     - Date     Condition        Report By
 BR1129  HISTORY     - 1912     FIRST OBSERVED   CGS
 BR1129  HISTORY     - 1933     MARK NOT FOUND   CGS
 BR1129
 BR1129                          STATION DESCRIPTION
 BR1129
 BR1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (WCH)
 BR1129'THIS IS A HYDROGRAPHIC STATION NEAR THE NORTHEAST POINT OF BLACKBEARD
 BR1129'ISLAND.  IT IS MARKED BY A 25-FOOT TRIPOD.
 BR1129
 BR1129                          STATION RECOVERY (1933)
 BR1129
 BR1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1129'LOST.  NOT PERMANENTLY MARKED.  NO TRACE OF THE TRIPOD WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1394 ***********************************************************************
 BR1394  DESIGNATION -  BANK 2
 BR1394  PID         -  BR1394
 BR1394  STATE/COUNTY-  GA/GLYNN
 BR1394  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR1394
 BR1394                         *CURRENT SURVEY CONTROL
 BR1394  ___________________________________________________________________
 BR1394* NAD 83(1994)-  31 16 12.40270(N)    081 22 28.37453(W)     ADJUSTED  
 BR1394* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1394  ___________________________________________________________________
 BR1394  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BR1394  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 BR1394
 BR1394  HORZ ORDER  -  THIRD
 BR1394
 BR1394.The horizontal coordinates were established by classical geodetic methods
 BR1394.and adjusted by the National Geodetic Survey in September 1997..
 BR1394
 BR1394.The orthometric height was scaled from a topographic map.
 BR1394
 BR1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1394
 BR1394.The geoid height was determined by GEOID03.
 BR1394
 BR1394;                    North         East     Units Scale Factor Converg.
 BR1394;SPC GA E     -   141,065.293   275,430.159   MT  0.99997016   +0 24 40.3
 BR1394;SPC GA E     -   462,811.72    903,640.45   sFT  0.99997016   +0 24 40.3
 BR1394;UTM  17      - 3,459,598.234   464,344.399   MT  0.99961568   -0 11 39.9
 BR1394
 BR1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1394!SPC GA E     -   1.00000454  x   0.99997016  =   0.99997470
 BR1394!UTM  17      -   1.00000454  x   0.99961568  =   0.99962022
 BR1394
 BR1394:                Primary Azimuth Mark                     Grid Az
 BR1394:SPC GA E     -  AIRWAY BEACON 6                          043 54 47.9
 BR1394:UTM  17      -  AIRWAY BEACON 6                          044 31 08.1
 BR1394
 BR1394|---------------------------------------------------------------------|
 BR1394| PID    Reference Object                     Distance      Geod. Az  |
 BR1394|                                                           dddmmss.s |
 BR1394| BR1419 AIRWAY BEACON 6                     APPROX. 3.7 KM 0441928.2 |
 BR1394| CW4588 BANK 2 RM 2                          26.012 METERS 10822     |
 BR1394| BR1346 WEST POINT 2                        APPROX. 2.7 KM 1984430.7 |
 BR1394| BR1454 FREDERICA RIVER R RNG BCN 1         APPROX. 1.9 KM 2433213.3 |
 BR1394| BR1456 FREDERICA RIVER R RNG BCN 2         APPROX. 2.3 KM 2440249.3 |
 BR1394| CW4587 BANK 2 RM 1                          24.173 METERS 35655     |
 BR1394|---------------------------------------------------------------------|
 BR1394
 BR1394                          SUPERSEDED SURVEY CONTROL
 BR1394
 BR1394  NAD 83(1986)-  31 16 12.41494(N)    081 22 28.37855(W) AD(       ) 3
 BR1394  NAD 27      -  31 16 11.58400(N)    081 22 29.01900(W) AD(       ) 3
 BR1394
 BR1394.Superseded values are not recommended for survey control.
 BR1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1394.See file dsdata.txt to determine how the superseded data were derived.
 BR1394
 BR1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6434459598(NAD 83)
 BR1394_MARKER: DS = TRIANGULATION STATION DISK
 BR1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1394
 BR1394  HISTORY     - Date     Condition        Report By
 BR1394  HISTORY     - 1933     MONUMENTED       CGS
 BR1394  HISTORY     - 1952     GOOD             CGS
 BR1394
 BR1394                          STATION DESCRIPTION
 BR1394
 BR1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1394'ON THE W SIDE OF ST. SIMON ISLAND, ON THE S BANK OF THE NORTHERLY
 BR1394'BRANCH OF A SMALL CREEK WHICH FLOWS INTO BUTTERMILK SOUND AT A POINT
 BR1394'ALMOST DUE E OF THE JUNCTION OF MACKAY AND FREDERICA RIVERS.  THE
 BR1394'STATION IS ABOUT 1/2 MI. FROM BUTTERMILK SOUND (ALONG THE CREEK)
 BR1394'AND IS ON A HUMMOCK WHICH LIES NE OF THE POINT WHERE THE CREEK
 BR1394'TURNS SHARPLY FROM SE TO NE.  THERE IS A SMALL SLOUGH IN THE MARSH
 BR1394'JUST S OF THE HUMMOCK.  STATION IS ABOUT 20 M. FROM HWL OF CREEK TO
 BR1394'NW, 7 MI. FROM MARSH LINE TO SW, 20 M. FROM MARSH LINE TO NE.
 BR1394'
 BR1394'R.M. 1 IS ON MARSH LINE TO N OF STATION AND ABOUT 25 M. FROM CREEK
 BR1394'BANK.
 BR1394'
 BR1394'R.M. 2 IS ON THE HUMMOCK ABOUT 2 M. FROM MARSH LINES ALONG THE N SIDE
 BR1394'OF HUMMOCK.  STATION MAY BE REACHED WITH A SMALL BOAT VIA THE CREEK
 BR1394'AT ANY STAGE OF TIDE.
 BR1394
 BR1394                          STATION RECOVERY (1952)
 BR1394
 BR1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1394'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BR1394'DISTANCES TO THE REFERENCE MARKS WERE CHECKED WITH A STEEL TAPE AND
 BR1394'WERE FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BR1394'AND CORRECT.
 BR1394'
 BR1394'STATION MARK IS STAMPED BANK 2 1933 AND PROJECTS 4 IN. ABOVE THE
 BR1394'GROUND.
 BR1394'
 BR1394'REFERENCE MARK 1 IS STAMPED BANK 2 NO 1 1933 AND PROJECTS 4 IN.
 BR1394'ABOVE THE GROUND.
 BR1394'
 BR1394'REFERENCE MARK 2 IS STAMPED BANK 2 NO 2 1933 AND PROJECTS 2 IN.
 BR1394'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1762 ***********************************************************************
 BR1762  DESIGNATION -  BANK AZ MK
 BR1762  PID         -  BR1762
 BR1762  STATE/COUNTY-  GA/CHATHAM
 BR1762  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1762
 BR1762                         *CURRENT SURVEY CONTROL
 BR1762  ___________________________________________________________________
 BR1762* NAD 83(1994)-  31 57 45.66344(N)    081 00 43.56564(W)     ADJUSTED  
 BR1762* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 BR1762  ___________________________________________________________________
 BR1762  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BR1762  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 BR1762
 BR1762  HORZ ORDER  -  SECOND
 BR1762
 BR1762.The horizontal coordinates were established by classical geodetic methods
 BR1762.and adjusted by the National Geodetic Survey in September 1997..
 BR1762
 BR1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1762
 BR1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1762
 BR1762.The geoid height was determined by GEOID03.
 BR1762
 BR1762;                    North         East     Units Scale Factor Converg.
 BR1762;SPC GA E     -   218,161.602   309,135.004   MT  1.00004684   +0 36 40.5
 BR1762;SPC GA E     -   715,751.86  1,014,220.43   sFT  1.00004684   +0 36 40.5
 BR1762;UTM  17      - 3,536,299.604   498,856.480   MT  0.99960002   -0 00 23.1
 BR1762
 BR1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1762!SPC GA E     -   1.00000441  x   1.00004684  =   1.00005125
 BR1762!UTM  17      -   1.00000441  x   0.99960002  =   0.99960443
 BR1762
 BR1762                          SUPERSEDED SURVEY CONTROL
 BR1762
 BR1762  NAD 83(1986)-  31 57 45.68143(N)    081 00 43.58641(W) AD(       ) 2
 BR1762  NGVD 29 (10/08/91)    3.5    (m)           11.     (f) VERT ANG       
 BR1762
 BR1762.Superseded values are not recommended for survey control.
 BR1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1762.See file dsdata.txt to determine how the superseded data were derived.
 BR1762
 BR1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9885636300(NAD 83)
 BR1762_MARKER: DD = SURVEY DISK
 BR1762_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BR1762+WITH SETTING: PAVEMENT
 BR1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1762+STABILITY: SURFACE MOTION
 BR1762
 BR1762  HISTORY     - Date     Condition        Report By
 BR1762  HISTORY     - 1983     MONUMENTED       GADT
 BR1762  HISTORY     - 19960401 GOOD             USPSQD
 BR1762
 BR1762                          STATION DESCRIPTION
 BR1762
 BR1762'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1762'THE STATION IS LOCATED 8.8 KM (5.5 MI) SOUTH-SOUTHEAST OF
 BR1762'THUNDERBOLT, 10.5 KM (6.5 MI) EAST OF VERNONBURG, ON PROPERTY USED
 BR1762'BY THE U.S. COAST GUARD.  PERMISSION GRANTED BY JACK EVERETT OF
 BR1762'THE SKIDAWAY INSTITUTE, PHONE 912-356-2485.  A KEY MAY BE NEEDED
 BR1762'FOR ACCESS TO THE COAST GUARD FACILITY IF IT IS ABANDONED AS PER
 BR1762'PLANS.  CONTACT MR. EVERETT FOR INFORMATION.
 BR1762'OWNERSHIP--SKIDAWAY INSTITUTE OF OCEANOGRAPHY, SAVANNAH, GEORGIA.
 BR1762'
 BR1762'TO REACH THE STATION FROM A T-JUNCTION OF THE DRIVEWAYS AT THE
 BR1762'MAIN OFFICE AND AQUARIUM OF THE OCEAN SCIENCE CENTER ON SKIDAWAY
 BR1762'ISLAND, GO SOUTH ALONG THE DRIVE FOR 0.2 KM (0.15 MI) TO ITS
 BR1762'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 108 TO THE RIGHT.
 BR1762'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 108 FOR 3.2 KM
 BR1762'(2.0 MI) TO THE JUNCTION OF COUNTY ROAD 108 TURNING TO THE RIGHT
 BR1762'AND PAVED COUNTY ROAD 92772 STRAIGHT AHEAD.  TURN LEFT GOING EAST
 BR1762'ALONG COUNTY ROAD 108, WHICH BECOMES COUNTY ROAD 107, FOR
 BR1762'1.4 KM (0.9 MI) TO ITS TERMINATION AT THE RIVER AND A DRIVEWAY TO
 BR1762'THE RIGHT.  TURN RIGHT GOING ALONG THE DRIVE WAY AND ACROSS A
 BR1762'PARKING LOT FOR 0.15 KM (0.1 MI) TO A DOCK AND THE STATION ON A
 BR1762'DOCK.
 BR1762'
 BR1762'THE STATION IS A STANDARD GADT DISK
 BR1762'STAMPED---BANK AZ MK 1932---,
 BR1762'SET INTO A DRILL HOLE IN THE CONCRETE SLAB DOCK FLUSH WITH THE
 BR1762'SURFACE.
 BR1762'IT IS LOCATED
 BR1762'50. METERS (160. FT) EAST FROM THE RIVER BANK AND
 BR1762'1.2 METERS (4.0 FT) WEST FROM THE EAST END OF THE T-SHAPED DOCK.
 BR1762'
 BR1762'DESCRIBED BY T.B. KNIGHT.
 BR1762
 BR1762                          STATION RECOVERY (1996)
 BR1762
 BR1762'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1629 ***********************************************************************
 BS1629  DESIGNATION -  BANK=T 13
 BS1629  PID         -  BS1629
 BS1629  STATE/COUNTY-  GA/JEFF DAVIS
 BS1629  USGS QUAD   -  HAZLEHURST NORTH (1988)
 BS1629
 BS1629                         *CURRENT SURVEY CONTROL
 BS1629  ___________________________________________________________________
 BS1629* NAD 83(1994)-  31 53 52.83929(N)    082 37 20.14147(W)     ADJUSTED  
 BS1629* NAVD 88     -        64.845  (meters)     212.75   (feet)  POSTED    
 BS1629  ___________________________________________________________________
 BS1629  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BS1629  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BS1629  DYNAMIC HT  -          64.770 (meters)     212.50  (feet)  COMP
 BS1629  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 BS1629
 BS1629  HORZ ORDER  -  FIRST
 BS1629  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BS1629
 BS1629.The horizontal coordinates were established by classical geodetic methods
 BS1629.and adjusted by the National Geodetic Survey in September 1997..
 BS1629
 BS1629.The orthometric height was determined by differential leveling
 BS1629.and adjusted by the National Geodetic Survey in 1992..
 BS1629.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BS1629.rate of 0.0 thru 1.0 mm/km.
 BS1629
 BS1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1629
 BS1629.The geoid height was determined by GEOID03.
 BS1629
 BS1629.The dynamic height is computed by dividing the NAVD 88
 BS1629.geopotential number by the normal gravity value computed on the
 BS1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1629.degrees latitude (g = 980.6199 gals.).
 BS1629
 BS1629.The modeled gravity was interpolated from observed gravity values.
 BS1629
 BS1629;                    North         East     Units Scale Factor Converg.
 BS1629;SPC GA E     -   210,499.376   156,905.933   MT  0.99992290   -0 14 26.7
 BS1629;SPC GA E     -   690,613.37    514,782.22   sFT  0.99992290   -0 14 26.7
 BS1629;UTM  17      - 3,530,278.855   346,590.234   MT  0.99989025   -0 51 26.6
 BS1629
 BS1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1629!SPC GA E     -   0.99999423  x   0.99992290  =   0.99991713
 BS1629!UTM  17      -   0.99999423  x   0.99989025  =   0.99988448
 BS1629
 BS1629:                Primary Azimuth Mark                     Grid Az
 BS1629:SPC GA E     -  TEMPLE=S 13                              139 12 00.5
 BS1629:UTM  17      -  TEMPLE=S 13                              139 49 00.4
 BS1629
 BS1629|---------------------------------------------------------------------|
 BS1629| PID    Reference Object                     Distance      Geod. Az  |
 BS1629|                                                           dddmmss.s |
 BS1629| BS0461 TEMPLE=S 13                         APPROX. 2.2 KM 1385733.8 |
 BS1629| CW4586 BANK RM                                            20646     |
 BS1629|---------------------------------------------------------------------|
 BS1629
 BS1629                          SUPERSEDED SURVEY CONTROL
 BS1629
 BS1629  NAD 83(1986)-  31 53 52.84583(N)    082 37 20.13749(W) AD(       ) 1
 BS1629  NAD 27      -  31 53 52.19500(N)    082 37 20.64100(W) AD(       ) 1
 BS1629
 BS1629.Superseded values are not recommended for survey control.
 BS1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1629.See file dsdata.txt to determine how the superseded data were derived.
 BS1629
 BS1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR4659030279(NAD 83)
 BS1629_MARKER: DS = TRIANGULATION STATION DISK
 BS1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1629
 BS1629  HISTORY     - Date     Condition        Report By
 BS1629  HISTORY     - 1917     MONUMENTED       CGS
 BS1629  HISTORY     - 1922     GOOD             CGS
 BS1629  HISTORY     - 1968     MARK NOT FOUND   CGS
 BS1629
 BS1629                          STATION DESCRIPTION
 BS1629
 BS1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1629'ABOUT 2-1/2 MILES NORTHWEST OF HAZLEHURST ON RIGHT SIDE OF
 BS1629'SOUTHERN RAILWAY TRACKS, AT SECOND CURVE OUT FROM HAZLEHURST,
 BS1629'AT INTERSECTION OF TANGENTS TO LEFT (WEST) RAIL BACKWARD
 BS1629'AND RIGHT RAIL FORWARD, ABOUT 54.84 METERS (179.9 FEET)
 BS1629'FROM RIGHT RAIL, AND ON WASTE LAND SOUTH OF SMALL STREAM,
 BS1629'AND AT NORTH EDGE OF CULTIVATED FIELD.  SURFACE MARK IS
 BS1629'STANDARD DISK IN CONCRETE.  UNDERGROUND MARK IS NAIL
 BS1629'IN CONCRETE.  REFERENCE MARK IS LARGE NAIL IN SQUARE
 BS1629'CONCRETE POST, IN FENCE LINE ON RIGHT SIDE OF RIGHT-OF-WAY,
 BS1629'29.54 METERS (96.9 FEET) FROM STATION IN GRID AZIMUTH 27
 BS1629'DEG 01 MIN.  IN 1918 SURFACE MARK REPORTED RAISED OUT OF
 BS1629'PLACE AND DISPLACED 1 OR 2 INCHES.  IN 1922 UPPER MARK
 BS1629'REPORTED DESTROYED.  UNDERGROUND AND REFERENCE MARKS
 BS1629'RECOVERED.
 BS1629
 BS1629                          STATION RECOVERY (1968)
 BS1629
 BS1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 BS1629'STATION WAS SEARCHED FOR BUT NO MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1453 ***********************************************************************
 BS1453  DESIGNATION -  BANNISTER
 BS1453  PID         -  BS1453
 BS1453  STATE/COUNTY-  GA/COLQUITT
 BS1453  USGS QUAD   -  CHASTAIN (1977)
 BS1453
 BS1453                         *CURRENT SURVEY CONTROL
 BS1453  ___________________________________________________________________
 BS1453* NAD 83(1994)-  31 04 05.67811(N)    083 57 45.75743(W)     ADJUSTED  
 BS1453* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BS1453  ___________________________________________________________________
 BS1453  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BS1453  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BS1453
 BS1453  HORZ ORDER  -  SECOND
 BS1453
 BS1453.The horizontal coordinates were established by classical geodetic methods
 BS1453.and adjusted by the National Geodetic Survey in September 1997..
 BS1453
 BS1453.The orthometric height was scaled from a topographic map.
 BS1453
 BS1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1453
 BS1453.The geoid height was determined by GEOID03.
 BS1453
 BS1453;                    North         East     Units Scale Factor Converg.
 BS1453;SPC GA W     -   118,433.167   719,462.880   MT  0.99990467   +0 06 18.9
 BS1453;SPC GA W     -   388,559.48  2,360,437.80   sFT  0.99990467   +0 06 18.9
 BS1453;UTM  17      - 3,440,939.068   217,304.022   MT  1.00058590   -1 31 47.8
 BS1453;UTM  16      - 3,441,131.615   789,815.277   MT  1.00063619   +1 34 06.6
 BS1453
 BS1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1453!SPC GA W     -   0.99998926  x   0.99990467  =   0.99989393
 BS1453!UTM  17      -   0.99998926  x   1.00058590  =   1.00057515
 BS1453!UTM  16      -   0.99998926  x   1.00063619  =   1.00062544
 BS1453
 BS1453|---------------------------------------------------------------------|
 BS1453| PID    Reference Object                     Distance      Geod. Az  |
 BS1453|                                                           dddmmss.s |
 BS1453| CW3301 BANNISTER RM 2                       50.207 METERS 25300     |
 BS1453| CW3299 BANNISTER AZ MK                                    3105534.0 |
 BS1453| CW3300 BANNISTER RM 1                       52.816 METERS 35553     |
 BS1453|---------------------------------------------------------------------|
 BS1453
 BS1453                          SUPERSEDED SURVEY CONTROL
 BS1453
 BS1453  NAD 83(1986)-  31 04 05.68496(N)    083 57 45.76279(W) AD(       ) 2
 BS1453  NAD 27      -  31 04 05.01000(N)    083 57 46.14300(W) AD(       ) 2
 BS1453
 BS1453.Superseded values are not recommended for survey control.
 BS1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1453.See file dsdata.txt to determine how the superseded data were derived.
 BS1453
 BS1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1730440939(NAD 83)
 BS1453_MARKER: DS = TRIANGULATION STATION DISK
 BS1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1453
 BS1453  HISTORY     - Date     Condition        Report By
 BS1453  HISTORY     - 1935     MONUMENTED       CGS
 BS1453  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS1453
 BS1453                          STATION DESCRIPTION
 BS1453
 BS1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1453'ABOUT 8 MILES EAST OF MEIGS, 3 MILES EAST OF ROCK HILL SCHOOL,
 BS1453'ON PROPERTY BELONGING TO L.A. BANNISTER, 25 PACES SOUTH OF
 BS1453'BANNISTERS HOUSE, 90.5 FEET NORTH-NORTHEAST OF 30-INCH OAK
 BS1453'TREE AND 30 FEET SOUTH-SOUTHEAST OF CENTER LINE OF ROAD.  TO
 BS1453'REACH FROM MEIGS SERVICE STATION AT MEIGS, GO EAST ON DIRT
 BS1453'ROAD (ROCK HILL SCHOOL ROAD) 1.3 MILES TO ROAD FORK.  TURN RIGHT
 BS1453'AND GO 3.7 MILES TO ANOTHER ROAD FORK.  TURN LEFT AND GO
 BS1453'1.5 MILES TO T-ROAD.  TURN RIGHT AND CONTINUE 1.3 MILES
 BS1453'TO BANNISTERS HOUSE ON LEFT AND STATION SITE ON RIGHT.
 BS1453'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BS1453'UPPER MARK PROJECTS 1 INCH.  REFERENCE
 BS1453'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 BS1453'REFERENCE MARK NO. 1 IS 12 INCHES SOUTH OF FENCE LINE,
 BS1453'AND 173.28 FEET NORTH OF STATION N 4 DEG 07 MIN W.
 BS1453'NO. 2 IS 12 FEET SOUTHEAST OF FENCE CORNER, 12 INCHES
 BS1453'NORTHEAST OF FENCE AND 164.72 FEET WEST-SOUTHWEST OF
 BS1453'STATION S 73 DEG 00 MIN W.  AZIMUTH MARK IS 7
 BS1453'PACES SOUTHWEST OF CENTER LINE OF ROAD, 4 FEET EAST-SOUTHEAST
 BS1453'OF GATEPOST, 6 INCHES SOUTHWEST OF FENCE LINE AND 0.25
 BS1453'MILE NORTHWEST OF STATION N 49 DEG 11 MIN W.
 BS1453
 BS1453                          STATION RECOVERY (1974)
 BS1453
 BS1453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WLC)
 BS1453'NOT FOUND.
 BS1453'
 BS1453'MARK PROBABLY DESTROYED BUT THE WIDENING OF THE ROAD R/W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1471 ***********************************************************************
 CM1471  DESIGNATION -  BANON
 CM1471  PID         -  CM1471
 CM1471  STATE/COUNTY-  GA/CRAWFORD
 CM1471  USGS QUAD   -  CULLODEN (1974)
 CM1471
 CM1471                         *CURRENT SURVEY CONTROL
 CM1471  ___________________________________________________________________
 CM1471* NAD 83(1994)-  32 48 44.43128(N)    084 04 10.13963(W)     ADJUSTED  
 CM1471* NAVD 88     -       218.1    (meters)     716.     (feet)  VERTCON   
 CM1471  ___________________________________________________________________
 CM1471  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CM1471  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CM1471
 CM1471  HORZ ORDER  -  FIRST
 CM1471
 CM1471.The horizontal coordinates were established by classical geodetic methods
 CM1471.and adjusted by the National Geodetic Survey in September 1997..
 CM1471
 CM1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1471
 CM1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1471
 CM1471.The geoid height was determined by GEOID03.
 CM1471
 CM1471;                    North         East     Units Scale Factor Converg.
 CM1471;SPC GA W     -   311,795.852   709,100.374   MT  0.99990102   +0 03 09.6
 CM1471;SPC GA W     - 1,022,950.22  2,326,440.14   sFT  0.99990102   +0 03 09.6
 CM1471;UTM  16      - 3,634,287.930   774,384.470   MT  1.00052843   +1 35 20.4
 CM1471;UTM  17      - 3,634,657.592   212,599.035   MT  1.00061862   -1 39 52.1
 CM1471
 CM1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1471!SPC GA W     -   0.99996996  x   0.99990102  =   0.99987099
 CM1471!UTM  16      -   0.99996996  x   1.00052843  =   1.00049838
 CM1471!UTM  17      -   0.99996996  x   1.00061862  =   1.00058857
 CM1471
 CM1471:                Primary Azimuth Mark                     Grid Az
 CM1471:SPC GA W     -  BANON RM 3                               047 02 51.5
 CM1471:UTM  16      -  BANON RM 3                               045 30 40.7
 CM1471:UTM  17      -  BANON RM 3                               048 45 53.2
 CM1471
 CM1471|---------------------------------------------------------------------|
 CM1471| PID    Reference Object                     Distance      Geod. Az  |
 CM1471|                                                           dddmmss.s |
 CM1471| CY8055 BANON RM 3                                         0470601.1 |
 CM1471| CY8053 BANON RM 1                           18.609 METERS 06218     |
 CM1471| CM1468 MUSELLA DICKEY HAYS TANK            APPROX. 4.4 KM 1130715.1 |
 CM1471| CL2743 ROBERTA PUB SERV TEL MICROWAVE      APPROX.14.0 KM 1382002.0 |
 CM1471| CY8054 BANON RM 2                           18.034 METERS 29513     |
 CM1471|---------------------------------------------------------------------|
 CM1471
 CM1471                          SUPERSEDED SURVEY CONTROL
 CM1471
 CM1471  NAD 83(1986)-  32 48 44.43666(N)    084 04 10.13794(W) AD(       ) 1
 CM1471  NAD 27      -  32 48 43.94399(N)    084 04 10.45645(W) AD(       ) 1
 CM1471  NGVD 29 (07/19/86)  218.2    (m)          716.     (f) VERT ANG       
 CM1471
 CM1471.Superseded values are not recommended for survey control.
 CM1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1471.See file dsdata.txt to determine how the superseded data were derived.
 CM1471
 CM1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7438434288(NAD 83)
 CM1471_MARKER: DS = TRIANGULATION STATION DISK
 CM1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1471
 CM1471  HISTORY     - Date     Condition        Report By
 CM1471  HISTORY     - 1974     MONUMENTED       NGS
 CM1471
 CM1471                          STATION DESCRIPTION
 CM1471
 CM1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1471'THE STATION IS LOCATED ABOUT 7.25 MILES NORTHWEST OF ROBERTA, 4
 CM1471'MILES SOUTH-SOUTHEAST OF CULLODEN, 1 MILES WEST OF U.S. HIGHWAY
 CM1471'341 AND ON PROPERTY OWNED BY MR. J.L. AND D.K. MITCHELL, FOREST
 CM1471'PARK, GEORGIA.  TELEPHONE 361-3831.
 CM1471'
 CM1471'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 341 AND STATE ROUTE
 CM1471'74, 1 MILE NORTH OF CULLODEN, GO SOUTH ON HIGHWAY 341 FOR 0.3
 CM1471'MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON OLD
 CM1471'HIGHWAY 341 FOR 0.8 MILE TO A Y-FORK IN THE TOWN OF CULLODEN.
 CM1471'TAKE THE LEFT FORK AND GO SOUTHEASTERLY ON OLD HIGHWAY 341 FOR 1.4
 CM1471'MILES TO A ROAD LEFT AT A SIGN ON THE LEFT, OCMULGEE SOIL
 CM1471'AND WATER DISTRICT.  CONTINUE SOUTHEASTERLY ON THE HIGHWAY
 CM1471'FOR 2.2 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 CM1471'GRAVELED ROAD FOR 0.35 MILE TO REFERENCE MARK 3 ON THE LEFT.
 CM1471'CONTINUE SOUTH FOR 0.4 MILE TO A ROAD RIGHT.  TURN RIGHT
 CM1471'AND GO WEST FOR ABOUT 200 FEET TO THE STATION ON THE LEFT.
 CM1471'
 CM1471'THE STATION MARKS ARE STANDARD DISKS STAMPED BANON 1974.  THE
 CM1471'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM1471'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 CM1471'IS 50 FEET SOUTH OF THE CENTER OF THE ROAD, 36 FEET EAST-NORTHEAST
 CM1471'OF A 12-INCH PINE TREE AND 15 FEET WEST OF A 6-INCH PINE TREE.
 CM1471'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CM1471'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CM1471'
 CM1471'REFERENCE MARK 1, A STANDARD DISK STAMPED BANON NO 1 1974, IS
 CM1471'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM1471'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET EAST
 CM1471'OF A 20-INCH OAK TREE, 20 FEET SOUTH OF THE ROAD CENTER AND 1.5
 CM1471'FEET SOUTHWEST OF A METAL WITNESS POST.
 CM1471'
 CM1471'REFERENCE MARK 2, A STANDARD DISK STAMPED BANON NO 2 1974, IS
 CM1471'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM1471'PROJECTS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 25 FEET SOUTH
 CM1471'OF THE ROAD CENTER, 9 FEET NORTHEAST OF A 12-INCH PINE TREE AND
 CM1471'2 FEET SOUTH OF A METAL WITNESS POST.
 CM1471'
 CM1471'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BANON NO 3 1974, IS
 CM1471'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM1471'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 16.5 FEET
 CM1471'NORTHWEST OF A 14-INCH PINE TREE, 16 FEET SOUTHEAST OF THE ROAD
 CM1471'CENTER AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 CM1471'
 CM1471'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8598 ***********************************************************************
 AI8598  HT_MOD      -  This is a Height Modernization Survey Station.
 AI8598  TIDAL BM    -  This is a Tidal Bench Mark.
 AI8598  DESIGNATION -  BAR PILOT
 AI8598  PID         -  AI8598
 AI8598  STATE/COUNTY-  GA/CHATHAM
 AI8598  USGS QUAD   -  FORT PULASKI (1978)
 AI8598
 AI8598                         *CURRENT SURVEY CONTROL
 AI8598  ___________________________________________________________________
 AI8598* NAD 83(1994)-  32 02 04.15179(N)    080 54 08.98388(W)     ADJUSTED  
 AI8598* NAVD 88     -         2.84   (meters)       9.3    (feet)  GPS OBS   
 AI8598  ___________________________________________________________________
 AI8598  X           -     855,719.733 (meters)                     COMP
 AI8598  Y           -  -5,343,927.214 (meters)                     COMP
 AI8598  Z           -   3,363,658.676 (meters)                     COMP
 AI8598  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AI8598  ELLIP HEIGHT-         -28.63  (meters)          (03/13/03) GPS OBS
 AI8598  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AI8598
 AI8598  HORZ ORDER  -  FIRST
 AI8598  ELLP ORDER  -  FOURTH    CLASS II
 AI8598
 AI8598.The horizontal coordinates were established by GPS observations
 AI8598.and adjusted by the National Geodetic Survey in March 2003..
 AI8598
 AI8598.The orthometric height was determined by GPS observations and a
 AI8598.high-resolution geoid model using precise GPS observation and
 AI8598.processing techniques. It supersedes the leveled height previously
 AI8598.determined for this station.
 AI8598
 AI8598.This Tidal Bench Mark is designated as VM 17402
 AI8598.by the Center for Operational Oceanographic Products and Services.
 AI8598
 AI8598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8598
 AI8598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8598
 AI8598.The ellipsoidal height was determined by GPS observations
 AI8598.and is referenced to NAD 83.
 AI8598
 AI8598.The geoid height was determined by GEOID03.
 AI8598
 AI8598;                    North         East     Units Scale Factor Converg.
 AI8598;SPC GA E     -   226,239.380   319,403.098   MT  1.00007577   +0 40 14.3
 AI8598;SPC GA E     -   742,253.70  1,047,908.33   sFT  1.00007577   +0 40 14.3
 AI8598;UTM  17      - 3,544,262.439   509,206.372   MT  0.99960105   +0 03 06.2
 AI8598
 AI8598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8598!SPC GA E     -   1.00000450  x   1.00007577  =   1.00008027
 AI8598!UTM  17      -   1.00000450  x   0.99960105  =   0.99960554
 AI8598
 AI8598                          SUPERSEDED SURVEY CONTROL
 AI8598
 AI8598  NAD 83(1986)-  32 02 04.16329(N)    080 54 08.99170(W) AD(       ) 1
 AI8598  NAD 83(1994)-  32 02 04.15177(N)    080 54 08.98385(W) AD(       ) 1
 AI8598  ELLIP H (12/05/00)  -28.61   (m)                       GP(       ) 4 1
 AI8598  NAVD 88 (02/27/01)    2.822  (m)            9.26   (f) ADJUSTED    2 1
 AI8598
 AI8598.Superseded values are not recommended for survey control.
 AI8598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8598.See file dsdata.txt to determine how the superseded data were derived.
 AI8598
 AI8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0920644262(NAD 83)
 AI8598_MARKER: DU = BOUNDARY MARKER
 AI8598_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI8598_SP_SET: PIER
 AI8598_STAMPING: BAR PILOT 2000
 AI8598_MARK LOGO: GASCRM
 AI8598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8598+STABILITY: SURFACE MOTION
 AI8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8598+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AI8598
 AI8598  HISTORY     - Date     Condition        Report By
 AI8598  HISTORY     - 2000     MONUMENTED       SCGS
 AI8598  HISTORY     - 20001031 GOOD             SCGS
 AI8598
 AI8598                          STATION DESCRIPTION
 AI8598
 AI8598'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI8598'STATION IS LOCATED 10.8 MILES (17.4 KM) EAST OF SAVANNAH, GA, 20.3
 AI8598'MILES (32.7 KM) SOUTH SOUTHEAST OF HARDEEVILLE, SC.
 AI8598'OWNERSHIP--SAVANNAH BAR PILOTS INCORPORATED, CAPTAIN RICH GALUK, CHIEF
 AI8598'ENGINEER, 550 EAST YORK STREET, SAVANNAH, GA 31401, PHONE
 AI8598'912-313-1222, CAPTAIN TOM BROWN, PHONE 912-236-0226.  TO REACH THE
 AI8598'STATION FROM THE JUNCTION OF INTERSTATE 516 AND U.S.  HIGHWAY 80 IN
 AI8598'SAVANNAH, GO EAST ON HIGHWAY 80 FOR 2.5 MILES (4.0 KM) TO THE JUNCTION
 AI8598'OF STATE HIGHWAY 204 (ABERCORN STREET) , CONTINUE ON HIGHWAY 80 FOR
 AI8598'1.8 MILES (2.9 KM) TO THE TRUMAN PARKWAY OVERPASS, CONTINUE ON HIGHWAY
 AI8598'80 FOR 1.5 MILES (2.4 KM) TO THE BRIDGE OVER THE WILMINGTON RIVER
 AI8598'(INTERCOASTAL WATERWAY) , CONTINUE ON HIGHWAY 80 FOR 9.3 MILES (15.0
 AI8598'KM) TO THE ENTRANCE ROAD TO FORT PULASKI LEFT, TURN LEFT ON THE
 AI8598'ENTRANCE ROAD FOR 0.7 MILE (1.1 KM) CROSSING THE BRIDGE OVER THE SOUTH
 AI8598'CHANNEL TO A PAVED ROAD LEFT (TO THE U.S.  COAST GUARD STATION) AT THE
 AI8598'ENTRANCE GATE TO FORT PULASKI, TURN LEFT ON THE PAVED ROAD FOR 0.5
 AI8598'MILE (0.8 KM) TO A PAVED ROAD RIGHT, TURN RIGHT ON THE PAVED ROAD FOR
 AI8598'0.1 MILE (0.2 KM) TO THE PARKING LOT OF THE SAVANNAH BAR PILOTS,
 AI8598'INCORPORATED AND END OF TRUCK TRAVEL, WALK NORTH NORTHEAST ACROSS THE
 AI8598'PARKING LOT TO THE PIER, FROM THE END OF PIER WALK 192.5 FEET (58.7 M)
 AI8598'TO THE STATION NEAR THE WEST EDGE OF THE PIER.  STATION IS A DISK SET
 AI8598'IN A DRILL HOLE IN THE CONCRETE PIER, 192.5 FEET (58.7 M) NORTH OF THE
 AI8598'SOUTH END OF THE PIER, 43.7 FEET (13.3 M) SOUTH OF THE NORTH END OF
 AI8598'THE PIER, 0.75 FEET (22.86 CM) EAST OF THE WEST EDGE OF THE PIER, 3.3
 AI8598'FEET (1.0 M) WEST OF THE EAST EDGE OF THE PIER. DESCRIBED BY A.W.
 AI8598'ZUPAN.
 AI8598
 AI8598                          STATION RECOVERY (2000)
 AI8598
 AI8598'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AI8598'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3239 ***********************************************************************
 DG3239  DESIGNATION -  BARBARA
 DG3239  PID         -  DG3239
 DG3239  STATE/COUNTY-  GA/FULTON
 DG3239  USGS QUAD   -  BEN HILL (1982)
 DG3239
 DG3239                         *CURRENT SURVEY CONTROL
 DG3239  ___________________________________________________________________
 DG3239* NAD 83(1994)-  33 38 58.81697(N)    084 36 06.47731(W)     ADJUSTED  
 DG3239* NAVD 88     -       284.2    (meters)     932.     (feet)  VERTCON   
 DG3239  ___________________________________________________________________
 DG3239  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DG3239  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG3239
 DG3239  HORZ ORDER  -  FIRST
 DG3239
 DG3239.The horizontal coordinates were established by classical geodetic methods
 DG3239.and adjusted by the National Geodetic Survey in September 1997..
 DG3239
 DG3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3239
 DG3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3239
 DG3239.The geoid height was determined by GEOID03.
 DG3239
 DG3239;                    North         East     Units Scale Factor Converg.
 DG3239;SPC GA W     -   404,734.318   659,639.981   MT  0.99992008   -0 14 28.0
 DG3239;SPC GA W     - 1,327,865.84  2,164,168.84   sFT  0.99992008   -0 14 28.0
 DG3239;UTM  16      - 3,725,893.325   722,398.920   MT  1.00020981   +1 19 45.9
 DG3239
 DG3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3239!SPC GA W     -   0.99996000  x   0.99992008  =   0.99988009
 DG3239!UTM  16      -   0.99996000  x   1.00020981  =   1.00016980
 DG3239
 DG3239:                Primary Azimuth Mark                     Grid Az
 DG3239:SPC GA W     -  UNION CITY WATERWORKS TANK               136 12 21.6
 DG3239:UTM  16      -  UNION CITY WATERWORKS TANK               134 38 07.7
 DG3239
 DG3239|---------------------------------------------------------------------|
 DG3239| PID    Reference Object                     Distance      Geod. Az  |
 DG3239|                                                           dddmmss.s |
 DG3239| DG3259 UNION CITY WATERWORKS TANK          APPROX. 7.5 KM 1355753.6 |
 DG3239| CZ2807 BARBARA RM 1                         24.467 METERS 22643     |
 DG3239| CZ2809 BARBARA RM 3                                       2901328.9 |
 DG3239| CZ2808 BARBARA RM 2                         28.943 METERS 34642     |
 DG3239|---------------------------------------------------------------------|
 DG3239
 DG3239                          SUPERSEDED SURVEY CONTROL
 DG3239
 DG3239  NAD 83(1994)-  33 38 58.82360(N)    084 36 06.47684(W) AD(       ) 1
 DG3239  NAD 83(1986)-  33 38 58.82403(N)    084 36 06.47629(W) AD(       ) 1
 DG3239  NAD 27      -  33 38 58.42950(N)    084 36 06.72056(W) AD(       ) 1
 DG3239  NGVD 29 (07/19/86)  284.2    (m)          932.     (f) VERT ANG       
 DG3239
 DG3239.Superseded values are not recommended for survey control.
 DG3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3239.See file dsdata.txt to determine how the superseded data were derived.
 DG3239
 DG3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2239925893(NAD 83)
 DG3239_MARKER: DS = TRIANGULATION STATION DISK
 DG3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3239
 DG3239  HISTORY     - Date     Condition        Report By
 DG3239  HISTORY     - 1973     MONUMENTED       NGS
 DG3239  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 DG3239
 DG3239                          STATION DESCRIPTION
 DG3239
 DG3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3239'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF DOUGLASVILLE,
 DG3239'6 MILES WEST OF INTERSTATE HIGHWAY 285 AT THE WEST SIDE OF
 DG3239'ATLANTA, 5.75 MILES NORTH OF FAIRBURN AND ON PROPERTY OWNED BY
 DG3239'MR. FRANK HOGAN.
 DG3239'
 DG3239'TO REACH FROM THE POST OFFICE IN FAIRBURN, GO NORTHWEST ON
 DG3239'STATE ROUTE 92 FOR 4.8 MILES TO A PAVED SIDE ROAD ON THE
 DG3239'RIGHT.  TURN RIGHT AND GO NORTHEAST ON DEMOONEY ROAD FOR 1.1
 DG3239'MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTHEAST ON DEMOONEY ROAD
 DG3239'FOR 0.8 MILE TO A DRIVEWAY AND MR. HOGANS BRICK HOUSE ON THE
 DG3239'RIGHT.  (TO REACH REFERENCE MARK 3 CONTINUE FOR 0.05 MILE TO A
 DG3239'CROSSROAD.  TURN LEFT AND GO WEST ON BUTNER ROAD FOR 0.4 MILE
 DG3239'TO THE MARK ON THE LEFT.) TURN RIGHT AND GO EAST ON THE
 DG3239'DRIVEWAY TO END OF DRIVEWAY AT BACK OF THE HOUSE.  BEAR
 DG3239'RIGHT, CROSSING YARD, FOR ABOUT 100 FEET TO A FENCE AND GATE.
 DG3239'PASS THROUGH GATE AND GO SOUTH ON A FIELD ROAD FOR 0.1 MILE TO
 DG3239'THE STATION ON THE LEFT.
 DG3239'
 DG3239'THE STATION MARKS ARE STANDARD DISKS STAMPED BARBARA 1973.  THE
 DG3239'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3239'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET
 DG3239'WEST OF A FENCE, 12 FEET EAST OF THE CENTER OF THE FIELD ROAD
 DG3239'AND 4.4 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  THE
 DG3239'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DG3239'CONCRETE ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 DG3239'
 DG3239'REFERENCE MARK 1, A STANDARD DISK STAMPED BARBARA NO 1 1973,
 DG3239'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3239'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 79.5
 DG3239'FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST, 28 FEET WEST OF
 DG3239'THE WEST POST OF A GATE, 12 FEET SOUTH OF THE CENTER OF A FIELD
 DG3239'ROAD AND 1.9 FEET NORTH OF A FENCE.
 DG3239'
 DG3239'REFERENCE MARK 2, A STANDARD DISK STAMPED BARBARA NO 2 1973,
 DG3239'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3239'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 99 FEET
 DG3239'NORTH OF THE WITNESS POST, 5 FEET NORTH-NORTHEAST OF THE CENTER
 DG3239'OF THE ROAD AND 0.5 FOOT SOUTH-SOUTHWEST OF THE FENCE.
 DG3239'
 DG3239'REFERENCE MARK 3, A STANDARD DISK STAMPED BARBARA NO 3 1973,
 DG3239'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3239'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET
 DG3239'NORTHEAST OF A UTILITY POLE, 20 FEET SOUTH-SOUTHWEST OF THE CENTER
 DG3239'OF BUTNER ROAD AND 4 FEET NORTH-NORTHWEST OF A METAL WITNESS
 DG3239'POST.
 DG3239'
 DG3239'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 DG3239
 DG3239                          STATION RECOVERY (1974)
 DG3239
 DG3239'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (CSM)
 DG3239'RECOVERED BY GA INST OF T.
 DG3239'
 DG3239'BARBARA NO. 3 SHIFTED
 DG3239'
 DG3239'STATION MARKER NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3433 ***********************************************************************
 BE3433  DESIGNATION -  BARBER RESET
 BE3433  PID         -  BE3433
 BE3433  STATE/COUNTY-  GA/DECATUR
 BE3433  USGS QUAD   -  FACEVILLE (1974)
 BE3433
 BE3433                         *CURRENT SURVEY CONTROL
 BE3433  ___________________________________________________________________
 BE3433* NAD 83(1999)-  30 51 36.77972(N)    084 42 26.69411(W)     ADJUSTED  
 BE3433* NAVD 88     -        38.0    (meters)     125.     (feet)  GPS OBS   
 BE3433  ___________________________________________________________________
 BE3433  X           -     505,481.466 (meters)                     COMP
 BE3433  Y           -  -5,456,602.511 (meters)                     COMP
 BE3433  Z           -   3,252,605.053 (meters)                     COMP
 BE3433  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BE3433  ELLIP HEIGHT-          10.23  (meters)          (05/31/01) GPS OBS
 BE3433  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BE3433
 BE3433  HORZ ORDER  -  FIRST
 BE3433  ELLP ORDER  -  FOURTH    CLASS I
 BE3433
 BE3433.The horizontal coordinates were established by classical geodetic methods
 BE3433.and adjusted by the National Geodetic Survey in May 2001..
 BE3433
 BE3433.The orthometric height was determined by GPS observations and a
 BE3433.high-resolution geoid model.
 BE3433
 BE3433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3433
 BE3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3433
 BE3433.The ellipsoidal height was determined by GPS observations
 BE3433.and is referenced to NAD 83.
 BE3433
 BE3433.The geoid height was determined by GEOID03.
 BE3433
 BE3433;                    North         East     Units Scale Factor Converg.
 BE3433;SPC GA W     -    95,479.024   648,285.854   MT  0.99993298   -0 16 38.6
 BE3433;SPC GA W     -   313,250.76  2,126,917.84   sFT  0.99993298   -0 16 38.6
 BE3433;SPC FL N     -   206,225.612   580,161.731   MT  1.00002138   -0 06 15.2
 BE3433;SPC FL N     -   676,591.86  1,903,413.95   sFT  1.00002138   -0 06 15.2
 BE3433;UTM  16      - 3,416,360.940   719,210.578   MT  1.00019280   +1 10 35.2
 BE3433
 BE3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3433!SPC GA W     -   0.99999839  x   0.99993298  =   0.99993137
 BE3433!SPC FL N     -   0.99999839  x   1.00002138  =   1.00001977
 BE3433!UTM  16      -   0.99999839  x   1.00019280  =   1.00019119
 BE3433
 BE3433|---------------------------------------------------------------------|
 BE3433| PID    Reference Object                     Distance      Geod. Az  |
 BE3433|                                                           dddmmss.s |
 BE3433| CW1778 BARBER RM 4                          70.424 METERS 00526     |
 BE3433| BE3407 BAINBRIDGE FLINT R MILL TANK        APPROX.12.9 KM 0612417.1 |
 BE3433| BE3410 BAINBRIDGE MILLER MFG TANK          APPROX.14.1 KM 0663703.4 |
 BE3433| BE3411 BAINBRIDGE CTHSE CUPOLA LIGHT       APPROX.13.5 KM 0673347.0 |
 BE3433| CW1780 BARBER WP STEEL                       3.170 METERS 06821     |
 BE3433| BE3408 BAINBRIDGE SAL RR SHOP TANK         APPROX.12.5 KM 0694017.9 |
 BE3433| CW1779 BARBER RM 5                                        1203242.7 |
 BE3433| CW1774 BARBER AZ MK                                       1244144.0 |
 BE3433| CW1775 BARBER RM 1                          43.858 METERS 15603     |
 BE3433| CW1776 BARBER RM 2                          49.902 METERS 24025     |
 BE3433| CW1777 BARBER RM 3                          59.771 METERS 24814     |
 BE3433|---------------------------------------------------------------------|
 BE3433
 BE3433                          SUPERSEDED SURVEY CONTROL
 BE3433
 BE3433  ELLIP H (03/07/01)   10.25   (m)                       GP(       ) 4 2
 BE3433  NAD 83(1994)-  30 51 36.77893(N)    084 42 26.69162(W) AD(       ) 1
 BE3433  NAD 83(1994)-  30 51 36.78518(N)    084 42 26.69802(W) AD(       ) 1
 BE3433  NAD 83(1986)-  30 51 36.78622(N)    084 42 26.69749(W) AD(       ) 1
 BE3433  NAD 27      -  30 51 36.10700(N)    084 42 26.99400(W) AD(       ) 1
 BE3433  NGVD 29 (07/19/86)   38.4    (m)          126.     (f) VERT ANG       
 BE3433
 BE3433.Superseded values are not recommended for survey control.
 BE3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3433.See file dsdata.txt to determine how the superseded data were derived.
 BE3433
 BE3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1921116361(NAD 83)
 BE3433_MARKER: DS = TRIANGULATION STATION DISK
 BE3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3433+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 BE3433
 BE3433  HISTORY     - Date     Condition        Report By
 BE3433  HISTORY     - 1938     MONUMENTED       CGS
 BE3433  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BE3433  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BE3433  HISTORY     - 1973     GOOD             NGS
 BE3433  HISTORY     - 20000605 GOOD             KEISCH
 BE3433
 BE3433                          STATION DESCRIPTION
 BE3433
 BE3433'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BE3433'THIS STATION IS LOCATED ABOUT 9.3 MILES BY ROAD WEST BY SOUTH
 BE3433'OF BAINBRIDGE, 0.07 MILE SOUTHWEST OF THE BAINBRIDGE-REYNOLDSVILLE
 BE3433'GRADED DIRT ROAD, AT THE HIGHEST POINT OF A RISE, ON THE WEST
 BE3433'SIDE OF A LOCAL DIRT ROAD, ON PROPERTY OWNED BY G.W. BARBER,
 BE3433'WHO LIVES 0.1 MILE SOUTH OF STATION.  STATION IS LOCATED 26.5
 BE3433'FEET WEST OF CENTERLINE OF SAND ROAD LEADING TO THE STATION,
 BE3433'19.8 FEET SOUTH-SOUTHEAST OF 4-INCH BLAZED SCRUB OAK TREE, 44.0
 BE3433'FEET WEST OF NORTH-SOUTH RAIL FENCE.  MARK PROJECTS 7 INCHES.
 BE3433'
 BE3433'TO REACH FROM BAINBRIDGE COURTHOUSE SQUARE, GO NORTH AND WEST
 BE3433'ON U.S. HIGHWAY 84 (STATE HIGHWAY 38) FOR 0.8 MILE TO A GRADED
 BE3433'DIRT T-ROAD SOUTH OPPOSITE A GULF SERVICE STATION.  HERE TURN
 BE3433'SOUTH AND GO 0.7 MILE TO FORKS, TAKE LEFT-HAND FORK AND GO 2.8
 BE3433'MILES TO ANOTHER FORK, HERE TAKE RIGHT FORK AND GO 4.3 MILES
 BE3433'TO ANOTHER FORK, TAKE LEFT (MAIN TRAVEL BEARS RIGHT) AND GO
 BE3433'0.5 MILE TO A CROSS ROAD.  HERE TURN LEFT (SOUTH) AND GO 0.2
 BE3433'MILE TO TOP OF A RISE AND STATION SITE ON THE WEST SIDE OF
 BE3433'ROAD.
 BE3433'
 BE3433'REFERENCE MARK NO. 1 IS LOCATED 143.87 FEET SOUTH-SOUTHEAST
 BE3433'OF THE STATION, 6 PACES EAST OF CENTERLINE OF SAND ROAD, 1 PACE
 BE3433'WEST OF NORTH-SOUTH RAIL FENCE, AND PROJECTS 4 INCHES.
 BE3433'
 BE3433'REFERENCE MARK NO. 2 IS LOCATED 163.72 FEET SOUTHWEST OF THE
 BE3433'STATION, 8 PACES SOUTHEAST OF 14 INCH-PINE TREE.  13 PACES EAST
 BE3433'OF NORTH-SOUTH FENCE LINE LOCATED ABOUT 150 FEET WEST OF THE
 BE3433'STATION, AND PROJECTS 4 INCHES.
 BE3433'
 BE3433'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.6 MILE SOUTHEAST OF
 BE3433'THE STATION, 30.9 FEET NORTH OF CENTERLINE OF A SAND ROAD,
 BE3433'15.8 FEET NORTH-NORTHEAST OF SOUTHEAST CORNER OF FENCES, 2 FEET
 BE3433'WEST OF NORTH-SOUTH FENCE LINE, 14 FEET NORTH OF EAST-WEST
 BE3433'FENCE LINE, AND PROJECTS 5 INCHES.  TO REACH FROM STATION GO
 BE3433'SOUTH ON SAND ROAD FOR 0.1 MILE TO MR. BARBERS HOUSE.  HERE TURN
 BE3433'LEFT AND GO 0.7 MILE TO FENCE CORNER AND AZIMUTH MARK TO THE
 BE3433'
 BE3433'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 BE3433
 BE3433                          STATION RECOVERY (1965)
 BE3433
 BE3433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (HJS)
 BE3433'THE UNDERGROUND MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 BE3433'GOOD CONDITION.  THE SURFACE MARK AND AZIMUTH MARK WERE
 BE3433'DESTROYED.  REFERENCE MARK 2 WAS NOT RECOVERED.
 BE3433'
 BE3433'THE UNDERGROUND MARK IS 56.3 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 BE3433'10 INCH PINE.
 BE3433'
 BE3433'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 84
 BE3433'(DOTHAN ROAD) AND 253 SPUR (SPRING CREEK ROAD) GO SOUTHWEST ON
 BE3433'253 FOR 7.6 MILES TO DIRT ROAD ON LEFT, TURN LEFT ON DIRT
 BE3433'ROAD FOR 0.6 MILE TO ROAD LEFT, TURN LEFT FOR 0.2 MILE TO STATION
 BE3433'ON RIGHT.
 BE3433
 BE3433                          STATION RECOVERY (1966)
 BE3433
 BE3433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JB)
 BE3433'RECOVERED ONLY THE SUBSURFACE STATION MARK AND THE NO. 1 R.M. IN
 BE3433'GOOD CONDITION.  AZIMUTH MARK AND NO. 2 R.M. WERE FOUND
 BE3433'DESTROYED.  THE DISK OF THE AZ. MK. WAS RECLAIMED AND THE REPAIRED
 BE3433'NO. 2 R.M. WAS RESET AS NO. 3 R.M.  A NEW AZ. MK. WAS NOT SET.
 BE3433'
 BE3433'ABOUT 7.0 MILES SWLY ALONG NO. 253 GEORGIA HWY. FROM ITS
 BE3433'INTERCHANGE WITH NO. 84 U.S. HWY. (ONE MILE AIR LINE W OF
 BE3433'COURTHOUSE IN BAINBRIDGE OR 0.3 MILE NW OF U.S. 84 HWY. BRIDGE
 BE3433'OVER FLINT RIVER), TAKE LEFT FORK ONTO SAND ROAD ABOUT 0.15
 BE3433'MILE SW OF NE END OF LONG EASY CURVE, THENCE 0.5 MILE SW AND TURN
 BE3433'LEFT, THENCE 0.15 MILE S TO SLIGHT RIDGE AND STATION ON RIGHT,
 BE3433'56.5 FEET SE OF 14-INCH PINE WITH TRIANGLE BLAZE WHICH STANDS
 BE3433'ON APPARENTLY HIGHEST POINT IN VICINITY, 27 FEET W OF
 BE3433'CENTERLINE OF ROAD, AS ABOVE FROM WITNESS POST, AND A FOOT
 BE3433'UNDERGROUND, DISKS STAMPED BARBER 1938 AND BARBER 1938 1966.
 BE3433'
 BE3433'R.M. NO. 1 IS 142 FEET N OF PROJECTED PLANE OF N WALL OF THE
 BE3433'ROY WARWICK CONCRETE BLOCK HOUSE ON W SIDE OF ROAD, 17 FEET
 BE3433'E OF CENTERLINE OF ROAD, 0.3 FOOT LOWER THAN SAME, AND 2.0 FEET
 BE3433'NNE OF STEEL WITNESS POST.
 BE3433'
 BE3433'R.M. NO. 3 IS 10 FEET N OF QUINTUPLET 6-INCH OAKS (CENTER OF),
 BE3433'2.3 FEET S OF STEEL WITNESS POST, ONE FOOT E OF PROPERTY-LINE
 BE3433'FENCE, AND PROJECTS 0.2 FOOT AS DOES NO. 1 R.M.
 BE3433'
 BE3433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.6 MILES
 BE3433'S 66 DEG W FROM COURTHOUSE AIR LINE.
 BE3433
 BE3433                          STATION RECOVERY (1973)
 BE3433
 BE3433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 BE3433'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH ON LINE.
 BE3433'
 BE3433'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND TO BE
 BE3433'IN GOOD CONDITION.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS
 BE3433'TIME.  DUE TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 BE3433'
 BE3433'THE STATION IS LOCATED ABOUT 8-1/4 MILES SOUTHWEST OF BAINBRIDGE, 3
 BE3433'MILES NORTHWEST OF FLINT RIVER AND ON THE PROPERTY OF MR. ROY
 BE3433'BARWICK, ROUTE 1, BRINSON, GEORGIA, 31725.
 BE3433'
 BE3433'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 84, 27 AND
 BE3433'STATE HIGHWAY 253 AT THE WEST EDGE OF BAINBRIDGE AND ON THE WEST SIDE
 BE3433'OF FLINT RIVER, GO SOUTHWESTERLY ON STATE HIGHWAY 253 FOR 2.95
 BE3433'MILES TO A FORK.  CONTINUE TO THE RIGHT ON STATE HIGHWAY 253 FOR
 BE3433'4.45 MILES TO A FORK.  TURN LEFT AND GO SOUTHWESTERLY ON A SAN ROAD
 BE3433'FOR 0.6 MILE TO A GRADED ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 BE3433'GRADED ROAD FOR 0.2 MILE TO TOP OF GRADE AND THE STATION ON THE
 BE3433'RIGHT.
 BE3433'
 BE3433'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTH AND EAST ON THE
 BE3433'GRADED ROAD FOR 0.5 MILE TO THE REFERENCE MARK 5 ON THE RIGHT.
 BE3433'
 BE3433'THE STATION MARK, A STANDARD DISK STAMPED BARBER 1938 1966, IS SET IN
 BE3433'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 BE3433'BELOW THE GROUND SURFACE.  IT IS 89 FEET NORTH OF A 12-INCH PINE
 BE3433'TREE, 57 FEET SOUTHEAST OF A 16-INCH PINE TREE, 26 FEET WEST OF
 BE3433'THE CENTER OF THE GRADED ROAD AND 10.4 FEET WEST-SOUTHWEST OF A
 BE3433'METAL WITNESS POST.  THE UNDERGROUND MARK IS ASSUMED TO BE AS
 BE3433'PREVIOUSLY DESCRIBED.
 BE3433'
 BE3433'REFERENCE MARK 3, A STANDARD DISK STAMPED BARBER 1966 1938 NO 3, SET
 BE3433'IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 BE3433'INCHES ABOVE THE GROUND SURFACE.  IT APPEARS THAT THE MARK HAD BEEN
 BE3433'MOVED FROM ANOTHER LOCATION AS THE 2 HAS A SLASH MARK THROUGH IT
 BE3433'AND 3 STAMPED BESIDE IT.  IT IS 10 FEET NORTH OF THE CENTER OF
 BE3433'QUINTUPLET 7-INCH OAK TREE, 2.3 FEET SOUTH OF A METAL WITNESS POST
 BE3433'AND 1 FOOT EAST OF A FENCE LINE.
 BE3433'
 BE3433'REFERENCE MARK 4, A STANDARD DISK STAMPED BARBER NO 4 1938 1973, IS
 BE3433'SET IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BE3433'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET EAST OF
 BE3433'THE CENTER OF A GRADED ROAD, 4 FEET EAST-SOUTHEAST OF A CORNER POST
 BE3433'OF FENCE CORNER, 3.6 FEET WEST OF MEATAL WITNESS POST AND 1 FOOT
 BE3433'SOUTH OF A FENCE LINE.
 BE3433'
 BE3433'REFERENCE MARK 5, A STANDARD DISK STAMPED BARBER NO 5 1938 1973, IS
 BE3433'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BE3433'FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET EAST OF A DRIVEWAY,
 BE3433'13 FEET SOUTH-SOUTHEAST OF THE CENTER OF A GRADED ROAD AND 2 FEET
 BE3433'WEST-NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER.
 BE3433'
 BE3433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 BE3433'ABOUT 8-1/4 MILES SOUTHWEST OF BAINBRIDGE.
 BE3433'
 BE3433'HEIGHT OF LIGHT ABOVE STATION MARK 100.7 FEET.
 BE3433
 BE3433                          STATION RECOVERY (2000)
 BE3433
 BE3433'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 2000
 BE3433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1119 ***********************************************************************
 BR1119  DESIGNATION -  BARBOUR
 BR1119  PID         -  BR1119
 BR1119  STATE/COUNTY-  GA/MCINTOSH
 BR1119  USGS QUAD   -  SAPELO SOUND (1979)
 BR1119
 BR1119                         *CURRENT SURVEY CONTROL
 BR1119  ___________________________________________________________________
 BR1119* NAD 83(1994)-  31 33 29.11285(N)    081 12 59.26963(W)     ADJUSTED  
 BR1119* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1119  ___________________________________________________________________
 BR1119  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BR1119  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 BR1119
 BR1119  HORZ ORDER  -  THIRD
 BR1119
 BR1119.The horizontal coordinates were established by classical geodetic methods
 BR1119.and adjusted by the National Geodetic Survey in September 1997..
 BR1119
 BR1119.The orthometric height was scaled from a topographic map.
 BR1119
 BR1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1119
 BR1119.The geoid height was determined by GEOID03.
 BR1119
 BR1119;                    North         East     Units Scale Factor Converg.
 BR1119;SPC GA E     -   173,112.640   290,208.487   MT  1.00000033   +0 29 50.4
 BR1119;SPC GA E     -   567,953.72    952,125.68   sFT  1.00000033   +0 29 50.4
 BR1119;UTM  17      - 3,491,474.975   479,456.360   MT  0.99960521   -0 06 47.8
 BR1119
 BR1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1119!SPC GA E     -   1.00000486  x   1.00000033  =   1.00000519
 BR1119!UTM  17      -   1.00000486  x   0.99960521  =   0.99961007
 BR1119
 BR1119:                Primary Azimuth Mark                     Grid Az
 BR1119:SPC GA E     -  OLDNOR                                   039 06 45.7
 BR1119:UTM  17      -  OLDNOR                                   039 43 23.9
 BR1119
 BR1119|---------------------------------------------------------------------|
 BR1119| PID    Reference Object                     Distance      Geod. Az  |
 BR1119|                                                           dddmmss.s |
 BR1119| BR1115 OLDNOR                              APPROX. 2.6 KM 0393636.1 |
 BR1119| BR1107 SAPELO IS OLD QUARAN STA TK         APPROX. 2.5 KM 1581606.3 |
 BR1119| CW4591 BARBOUR RM 1                         29.550 METERS 25150     |
 BR1119| CW4592 BARBOUR RM 2                         36.540 METERS 29507     |
 BR1119|---------------------------------------------------------------------|
 BR1119
 BR1119                          SUPERSEDED SURVEY CONTROL
 BR1119
 BR1119  NAD 83(1986)-  31 33 29.12682(N)    081 12 59.27515(W) AD(       ) 3
 BR1119  NAD 27      -  31 33 28.32800(N)    081 12 59.93300(W) AD(       ) 3
 BR1119
 BR1119.Superseded values are not recommended for survey control.
 BR1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1119.See file dsdata.txt to determine how the superseded data were derived.
 BR1119
 BR1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7945691475(NAD 83)
 BR1119_MARKER: DS = TRIANGULATION STATION DISK
 BR1119_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BR1119_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1119
 BR1119  HISTORY     - Date     Condition        Report By
 BR1119  HISTORY     - 1933     MONUMENTED       CGS
 BR1119  HISTORY     - 1934     GOOD             CGS
 BR1119  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BR1119  HISTORY     - 1966     MARK NOT FOUND   CGS
 BR1119
 BR1119                          STATION DESCRIPTION
 BR1119
 BR1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1119'ON THE EXTREME SOUTHERN POINT OF BARBOUR ISLAND, 25 M. NW OF
 BR1119'HWL AT END OF THE POINT AN ON A SHELL BANK, 7 M. BACK OF HWL
 BR1119'OF SAPELO SOUND, 3 M. S OF N SIDE OF SHELL BANK.  R.M. NO. 1
 BR1119'IS 18 M. E OF W END OF SHELL BANK, 4 M. N OF HWL OF SAPELO
 BR1119'SOUND. R.M. NO. 2 IS IN THE MARSH N OF THE SHELL BANK AND 30 M.
 BR1119'OFF HWL.  THE STATION CAN BE REACHED MORE CONVENIENTLY AT HIGH
 BR1119'TIDE.
 BR1119
 BR1119                          STATION RECOVERY (1934)
 BR1119
 BR1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HO)
 BR1119'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. 2 IS
 BR1119'IN THE MARSH ABOUT 15 M. N OF THE HIGHEST POINT OF A SHELL BANK
 BR1119'W OF THE STATION, AND 30 M. N OF HWL OF SAPELO SOUND.
 BR1119
 BR1119                          STATION RECOVERY (1952)
 BR1119
 BR1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1119'STATION WAS FOUND DESTROYED.  REFERENCE MARK 1 WAS RECOVERED
 BR1119'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS BELIEVED
 BR1119'TO BE COVERED BY THE SHELL BANK.  THE PUBLISHED DESCRIPTION IS
 BR1119'ADEQUATE FOR THE RECOVERY OF THE REFERENCE MARK WITH THE FOLLOWING
 BR1119'ADDITION--REFERENCE MARK 1 IS NOW 2.0 M. N OF THE HIGH-WATER
 BR1119'LINE OF SAPELO SOUND.  IT IS STAMPED BARBOUR NO 1 1933 AND
 BR1119'PROJECTS 4 IN. ABOVE THE GROUND.
 BR1119
 BR1119                          STATION RECOVERY (1966)
 BR1119
 BR1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKW)
 BR1119'LOST.  THE STATION NOR R.M. 2 WERE FOUND AFTER A THOROUGH
 BR1119'SEARCH BY THIS PARTY.  REFERENCE MARK 1 WAS FOUND IN GOOD
 BR1119'CONDITION.  R.M. 1 IS ON THE SOUTH SIDE OF SPOIL BANK ON THE
 BR1119'HIGH WATER LINE AND 2.0 FEET SOUTH OF A WITNESS POST.  IT IS
 BR1119'STAMPED BARBOUR NO 1 1933 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 BR1119'THE PUBLISHED DESCRIPTION IN ADDITION TO THIS RECOVERY NOTE IS
 BR1119'ADEQUATE FOR THE RECOVERY OF THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2104 ***********************************************************************
 CL2104  DESIGNATION -  BARN HILL
 CL2104  PID         -  CL2104
 CL2104  STATE/COUNTY-  GA/TREUTLEN
 CL2104  USGS QUAD   -  LOTHAIR (1971)
 CL2104
 CL2104                         *CURRENT SURVEY CONTROL
 CL2104  ___________________________________________________________________
 CL2104* NAD 83(1994)-  32 19 50.03520(N)    082 39 59.04654(W)     ADJUSTED  
 CL2104* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 CL2104  ___________________________________________________________________
 CL2104  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL2104  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL2104
 CL2104  HORZ ORDER  -  SECOND
 CL2104
 CL2104.The horizontal coordinates were established by classical geodetic methods
 CL2104.and adjusted by the National Geodetic Survey in September 1997..
 CL2104
 CL2104.The orthometric height was scaled from a topographic map.
 CL2104
 CL2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2104
 CL2104.The geoid height was determined by GEOID03.
 CL2104
 CL2104;                    North         East     Units Scale Factor Converg.
 CL2104;SPC GA E     -   258,479.218   152,953.109   MT  0.99992729   -0 16 02.2
 CL2104;SPC GA E     -   848,027.23    501,813.66   sFT  0.99992729   -0 16 02.2
 CL2104;UTM  17      - 3,578,297.326   343,157.239   MT  0.99990336   -0 53 29.0
 CL2104
 CL2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2104!SPC GA E     -   0.99999273  x   0.99992729  =   0.99992002
 CL2104!UTM  17      -   0.99999273  x   0.99990336  =   0.99989609
 CL2104
 CL2104|---------------------------------------------------------------------|
 CL2104| PID    Reference Object                     Distance      Geod. Az  |
 CL2104|                                                           dddmmss.s |
 CL2104| CY7240 BARN HILL RM 2                       28.148 METERS 00300     |
 CL2104| CY7238 BARN HILL AZ MK                                    0492726.8 |
 CL2104| CY7239 BARN HILL RM 1                       31.157 METERS 24919     |
 CL2104|---------------------------------------------------------------------|
 CL2104
 CL2104                          SUPERSEDED SURVEY CONTROL
 CL2104
 CL2104  NAD 83(1986)-  32 19 50.04037(N)    082 39 59.04839(W) AD(       ) 2
 CL2104  NAD 27      -  32 19 49.41600(N)    082 39 59.55000(W) AD(       ) 2
 CL2104
 CL2104.Superseded values are not recommended for survey control.
 CL2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2104.See file dsdata.txt to determine how the superseded data were derived.
 CL2104
 CL2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4315778297(NAD 83)
 CL2104_MARKER: DS = TRIANGULATION STATION DISK
 CL2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2104
 CL2104  HISTORY     - Date     Condition        Report By
 CL2104  HISTORY     - 1935     MONUMENTED       CGS
 CL2104  HISTORY     - 1969     MARK NOT FOUND   CGS
 CL2104  HISTORY     - 19710601 MARK NOT FOUND   USGS
 CL2104
 CL2104                          STATION DESCRIPTION
 CL2104
 CL2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2104'ABOUT 5.5 MILES SOUTHWEST OF SOPERTON, 2.7 MILES NORTHEAST OF MOUNT
 CL2104'VERNON, IN CULTIVATED FIELD, ON PROPERTY BELONGING TO D.S.
 CL2104'BARNHILL, 34 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, AND 13.7
 CL2104'FEET EAST-SOUTHEAST OF FENCE LINE.  TO REACH FROM MACON, DUBLIN
 CL2104'AND SAVANNAH RAILROAD STATION IN SOPERTON, GO 0.1 MILE WEST ON STATE
 CL2104'HIGHWAY 29 TO T-ROAD LEFT.  TURN LEFT AND FOLLOW DIRT ROAD (KEEPING
 CL2104'STRAIGHT AHEAD AT ALL CORSSROADS) FOR 5.4 MILES TO TENANT HOUSE ON
 CL2104'RIGHT AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 CL2104'IN CONCRETE.  UPPER MARK IS 1 FOOT UNDERGROUND.  REFERENCE
 CL2104'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CL2104'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS 9 PACES
 CL2104'WEST-NORTHWEST OF CENTER LINE OF ROAD, 4 PACES WEST-NORTHWEST OF
 CL2104'WIRE FENCE, AND 102.22 FEET SOUTHWEST OF STATION S 69 DEG 19
 CL2104'MIN W.  NO. 2 PROJECTS 4 INCHES, IS 8 PACES WEST-NORTHWEST OF CENTER
 CL2104'LINE OF ROAD, 5 PACES NORTHEAST OF NORTHEAST CORNER OF YARD FENCE,
 CL2104'12 INCHES SOUTHEAST OF BOARD FENCE, AND 92.35 FEET NORTH OF STATION
 CL2104'N 3 DEG 00 MIN E.  AZIMUTH MARK IS 14 PACES EAST OF
 CL2104'CENTER LINE OF ROAD, 5 FEET SOUTHWEST OF SOUTHWEST CORNER OF BARN,
 CL2104'18 INCHES EAST OF FENCE, AND 0.65 MILE NORTHEAST OF STATION
 CL2104'N 49 DEG 28 MIN E.
 CL2104
 CL2104                          STATION RECOVERY (1969)
 CL2104
 CL2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL2104'NO MARKS COULD BE RECOVERED AT THIS DATE.  THE PROPERTY OWNER STATED
 CL2104'THAT ALL OF THE MARKS WERE DESTROYED BY THE CONSTRUCTION OF A
 CL2104'HIGHWAY.
 CL2104
 CL2104                          STATION RECOVERY (1971)
 CL2104
 CL2104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRS)
 CL2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2432 ***********************************************************************
 BD2432  DESIGNATION -  BARNARD
 BD2432  PID         -  BD2432
 BD2432  STATE/COUNTY-  GA/LOWNDES
 BD2432  USGS QUAD   -  VALDOSTA (1988)
 BD2432
 BD2432                         *CURRENT SURVEY CONTROL
 BD2432  ___________________________________________________________________
 BD2432* NAD 83(1994)-  30 49 24.58180(N)    083 18 55.27212(W)     ADJUSTED  
 BD2432* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BD2432  ___________________________________________________________________
 BD2432  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BD2432  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD2432
 BD2432  HORZ ORDER  -  SECOND
 BD2432
 BD2432.The horizontal coordinates were established by classical geodetic methods
 BD2432.and adjusted by the National Geodetic Survey in September 1997..
 BD2432
 BD2432.The orthometric height was scaled from a topographic map.
 BD2432
 BD2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2432
 BD2432.The geoid height was determined by GEOID03.
 BD2432
 BD2432;                    North         East     Units Scale Factor Converg.
 BD2432;SPC GA W     -    91,593.095   781,446.704   MT  0.99998180   +0 26 10.4
 BD2432;SPC GA W     -   300,501.68  2,563,796.39   sFT  0.99998180   +0 26 10.4
 BD2432;UTM  17      - 3,412,334.712   278,527.419   MT  1.00020510   -1 11 12.7
 BD2432
 BD2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2432!SPC GA W     -   0.99999468  x   0.99998180  =   0.99997648
 BD2432!UTM  17      -   0.99999468  x   1.00020510  =   1.00019978
 BD2432
 BD2432:                Primary Azimuth Mark                     Grid Az
 BD2432:SPC GA W     -  REDFIELD                                 271 31 32.4
 BD2432:UTM  17      -  REDFIELD                                 273 08 55.5
 BD2432
 BD2432|---------------------------------------------------------------------|
 BD2432| PID    Reference Object                     Distance      Geod. Az  |
 BD2432|                                                           dddmmss.s |
 BD2432| BD2430 REDFIELD                            APPROX. 1.4 KM 2715742.8 |
 BD2432| BD2431 BARNARD A                           156.507 METERS 28015     |
 BD2432| CW3305 BARNARD RM                           29.810 METERS 32858     |
 BD2432|---------------------------------------------------------------------|
 BD2432
 BD2432                          SUPERSEDED SURVEY CONTROL
 BD2432
 BD2432  NAD 83(1986)-  30 49 24.59010(N)    083 18 55.27759(W) AD(       ) 2
 BD2432  NAD 27      -  30 49 23.86800(N)    083 18 55.72000(W) AD(       ) 2
 BD2432
 BD2432.Superseded values are not recommended for survey control.
 BD2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2432.See file dsdata.txt to determine how the superseded data were derived.
 BD2432
 BD2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ7852712335(NAD 83)
 BD2432_MARKER: DS = TRIANGULATION STATION DISK
 BD2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2432
 BD2432  HISTORY     - Date     Condition        Report By
 BD2432  HISTORY     - 1917     MONUMENTED       CGS
 BD2432  HISTORY     - 1922     GOOD             CGS
 BD2432  HISTORY     - 1959     MARK NOT FOUND   CGS
 BD2432
 BD2432                          STATION DESCRIPTION
 BD2432
 BD2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BD2432'ABOUT 2-1/2 MILES NORTH OF VALDOSTA, ABOUT 42 METERS (138 FEET)
 BD2432'WEST FROM THE TRACKS OF THE V.M. AND W. RAILWAY, ON THE NORTH
 BD2432'SIDE OF THE PRIVATE ROAD AT THE EXTREME SOUTH END OF THE FIRST
 BD2432'CURVE ABOUT 1/2 MILE SOUTH OF MILEPOST 3.
 BD2432'REFERENCE MARK, A NAIL OR BOLT SET IN CONCRETE MOUND, IS 14.26
 BD2432'METERS (46.8 FEET) WEST OF WEST RAIL, 29.81 METERS (97.8 FEET)
 BD2432'FROM STATION IN GRID AZIMUTH 148 DEG 32 MIN.
 BD2432
 BD2432                          STATION RECOVERY (1959)
 BD2432
 BD2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 BD2432'THE STATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2431 ***********************************************************************
 BD2431  DESIGNATION -  BARNARD A
 BD2431  PID         -  BD2431
 BD2431  STATE/COUNTY-  GA/LOWNDES
 BD2431  USGS QUAD   -  VALDOSTA (1988)
 BD2431
 BD2431                         *CURRENT SURVEY CONTROL
 BD2431  ___________________________________________________________________
 BD2431* NAD 83(1994)-  30 49 25.48669(N)    083 19 01.06669(W)     ADJUSTED  
 BD2431* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BD2431  ___________________________________________________________________
 BD2431  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BD2431  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD2431
 BD2431  HORZ ORDER  -  SECOND
 BD2431
 BD2431.The horizontal coordinates were established by classical geodetic methods
 BD2431.and adjusted by the National Geodetic Survey in September 1997..
 BD2431
 BD2431.The orthometric height was scaled from a topographic map.
 BD2431
 BD2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2431
 BD2431.The geoid height was determined by GEOID03.
 BD2431
 BD2431;                    North         East     Units Scale Factor Converg.
 BD2431;SPC GA W     -    91,619.790   781,292.493   MT  0.99998149   +0 26 07.5
 BD2431;SPC GA W     -   300,589.26  2,563,290.45   sFT  0.99998149   +0 26 07.5
 BD2431;UTM  17      - 3,412,365.770   278,373.991   MT  1.00020594   -1 11 15.7
 BD2431
 BD2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2431!SPC GA W     -   0.99999436  x   0.99998149  =   0.99997585
 BD2431!UTM  17      -   0.99999436  x   1.00020594  =   1.00020030
 BD2431
 BD2431|---------------------------------------------------------------------|
 BD2431| PID    Reference Object                     Distance      Geod. Az  |
 BD2431|                                                           dddmmss.s |
 BD2431| BD2432 BARNARD                             156.507 METERS 10015     |
 BD2431| BD2430 REDFIELD                            APPROX. 1.2 KM 2705345.3 |
 BD2431| CW3306 BARNARD A RM                         16.760 METERS 35431     |
 BD2431|---------------------------------------------------------------------|
 BD2431
 BD2431                          SUPERSEDED SURVEY CONTROL
 BD2431
 BD2431  NAD 83(1986)-  30 49 25.49481(N)    083 19 01.07195(W) AD(       ) 2
 BD2431  NAD 27      -  30 49 24.77300(N)    083 19 01.51500(W) AD(       ) 2
 BD2431
 BD2431.Superseded values are not recommended for survey control.
 BD2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2431.See file dsdata.txt to determine how the superseded data were derived.
 BD2431
 BD2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ7837412366(NAD 83)
 BD2431_MARKER: DS = TRIANGULATION STATION DISK
 BD2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2431
 BD2431  HISTORY     - Date     Condition        Report By
 BD2431  HISTORY     - 1917     MONUMENTED       CGS
 BD2431  HISTORY     - 1922     GOOD             CGS
 BD2431  HISTORY     - 1959     MARK NOT FOUND   CGS
 BD2431
 BD2431                          STATION DESCRIPTION
 BD2431
 BD2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BD2431'ABOUT 2-3/4 MILES NORTH OF VALDOSTA, ON THE V.M. AND W. RAILWAY,
 BD2431'AT THE FIRST CURVE SOUTH OF MILEPOST 3 AND ABOUT 500 METERS
 BD2431'(1640 FEET) FROM IT.  TANGENT TO WEST RAIL LOOKING NORTH, 6.7 FEET
 BD2431'WEST OF WEST RAIL AND 150 METERS (492 FEET) NORTH OF PRIVATE ROAD.
 BD2431'REFERENCE MARK, A NAIL OR BOLT SET IN CONCRETE
 BD2431'MOUND, IS 42.4 FEET EAST OF EAST RAIL, 55 FEET FROM STATION IN
 BD2431'GRID AZIMUTH 174 DEG 05 MIN.
 BD2431
 BD2431                          STATION RECOVERY (1959)
 BD2431
 BD2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 BD2431'THE STATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2433 ***********************************************************************
 BD2433  DESIGNATION -  BARNARD B
 BD2433  PID         -  BD2433
 BD2433  STATE/COUNTY-  GA/LOWNDES
 BD2433  USGS QUAD   -  VALDOSTA (1988)
 BD2433
 BD2433                         *CURRENT SURVEY CONTROL
 BD2433  ___________________________________________________________________
 BD2433* NAD 83(1994)-  30 49 29.66758(N)    083 18 11.07205(W)     ADJUSTED  
 BD2433* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 BD2433  ___________________________________________________________________
 BD2433  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BD2433  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD2433
 BD2433  HORZ ORDER  -  SECOND
 BD2433
 BD2433.The horizontal coordinates were established by classical geodetic methods
 BD2433.and adjusted by the National Geodetic Survey in September 1997..
 BD2433
 BD2433.The orthometric height was scaled from a topographic map.
 BD2433
 BD2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2433
 BD2433.The geoid height was determined by GEOID03.
 BD2433
 BD2433;                    North         East     Units Scale Factor Converg.
 BD2433;SPC GA W     -    91,758.719   782,620.176   MT  0.99998418   +0 26 33.2
 BD2433;SPC GA W     -   301,045.06  2,567,646.36   sFT  0.99998418   +0 26 33.2
 BD2433;UTM  17      - 3,412,467.060   279,705.369   MT  1.00019868   -1 10 50.2
 BD2433
 BD2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2433!SPC GA W     -   0.99999484  x   0.99998418  =   0.99997902
 BD2433!UTM  17      -   0.99999484  x   1.00019868  =   1.00019351
 BD2433
 BD2433:                Primary Azimuth Mark                     Grid Az
 BD2433:SPC GA W     -  BARNARD A                                264 01 34.5
 BD2433:UTM  17      -  BARNARD A                                265 38 57.9
 BD2433
 BD2433|---------------------------------------------------------------------|
 BD2433| PID    Reference Object                     Distance      Geod. Az  |
 BD2433|                                                           dddmmss.s |
 BD2433| BD2431 BARNARD A                           APPROX. 1.3 KM 2642807.7 |
 BD2433| CW3307 BARNARD B RM                         21.460 METERS 26519     |
 BD2433|---------------------------------------------------------------------|
 BD2433
 BD2433                          SUPERSEDED SURVEY CONTROL
 BD2433
 BD2433  NAD 83(1986)-  30 49 29.67696(N)    083 18 11.07735(W) AD(       ) 2
 BD2433  NAD 27      -  30 49 28.95400(N)    083 18 11.52200(W) AD(       ) 2
 BD2433
 BD2433.Superseded values are not recommended for survey control.
 BD2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2433.See file dsdata.txt to determine how the superseded data were derived.
 BD2433
 BD2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ7970512467(NAD 83)
 BD2433_MARKER: DS = TRIANGULATION STATION DISK
 BD2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2433
 BD2433  HISTORY     - Date     Condition        Report By
 BD2433  HISTORY     - 1917     MONUMENTED       CGS
 BD2433  HISTORY     - 1935     GOOD             CGS
 BD2433  HISTORY     - 1959     MARK NOT FOUND   CGS
 BD2433
 BD2433                          STATION DESCRIPTION
 BD2433
 BD2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BD2433'ON THE V.M. AND W. RAILWAY, ABOUT 750 METERS (2461 FEET) NORTH
 BD2433'OF CROSSING OF THIS ROAD WITH A.C.L. RAILWAY AND TANGENT TO EAST
 BD2433'RAIL LOOKING NORTH.  IT IS 52.1 FEET EAST OF EAST RAIL AND
 BD2433'7 FEET EAST OF FENCE LINE.  REFERENCE MARK, A NAIL
 BD2433'OR BOLT SET IN CONCRETE MOUND, IS 38.55 FEET EAST OF EAST
 BD2433'RAIL AND 2 FEET EAST OF FENCE LINE, 70.4 FEET FROM STATION
 BD2433'IN GRID AZIMUTH 84 DEG 52 MIN.
 BD2433
 BD2433                          STATION RECOVERY (1959)
 BD2433
 BD2433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 BD2433'THE STATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2434 ***********************************************************************
 BD2434  DESIGNATION -  BARNARD C
 BD2434  PID         -  BD2434
 BD2434  STATE/COUNTY-  GA/LOWNDES
 BD2434  USGS QUAD   -  VALDOSTA (1988)
 BD2434
 BD2434                         *CURRENT SURVEY CONTROL
 BD2434  ___________________________________________________________________
 BD2434* NAD 83(1994)-  30 49 21.90302(N)    083 17 48.55696(W)     ADJUSTED  
 BD2434* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 BD2434  ___________________________________________________________________
 BD2434  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BD2434  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BD2434
 BD2434  HORZ ORDER  -  SECOND
 BD2434
 BD2434.The horizontal coordinates were established by classical geodetic methods
 BD2434.and adjusted by the National Geodetic Survey in September 1997..
 BD2434
 BD2434.The orthometric height was scaled from a topographic map.
 BD2434
 BD2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2434
 BD2434.The geoid height was determined by GEOID03.
 BD2434
 BD2434;                    North         East     Units Scale Factor Converg.
 BD2434;SPC GA W     -    91,524.249   783,220.400   MT  0.99998540   +0 26 44.6
 BD2434;SPC GA W     -   300,275.81  2,569,615.60   sFT  0.99998540   +0 26 44.6
 BD2434;UTM  17      - 3,412,215.629   280,298.836   MT  1.00019546   -1 10 38.4
 BD2434
 BD2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2434!SPC GA W     -   0.99999468  x   0.99998540  =   0.99998008
 BD2434!UTM  17      -   0.99999468  x   1.00019546  =   1.00019014
 BD2434
 BD2434|---------------------------------------------------------------------|
 BD2434| PID    Reference Object                     Distance      Geod. Az  |
 BD2434|                                                           dddmmss.s |
 BD2434| BD1536 N 32                                 11.440 METERS 02226     |
 BD2434| BD2421 VALDOSTA                            APPROX. 2.0 KM 0655107.8 |
 BD2434|---------------------------------------------------------------------|
 BD2434
 BD2434                          SUPERSEDED SURVEY CONTROL
 BD2434
 BD2434  NAD 83(1986)-  30 49 21.91298(N)    083 17 48.56221(W) AD(       ) 2
 BD2434  NAD 27      -  30 49 21.18900(N)    083 17 49.00800(W) AD(       ) 2
 BD2434
 BD2434.Superseded values are not recommended for survey control.
 BD2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2434.See file dsdata.txt to determine how the superseded data were derived.
 BD2434
 BD2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ8029912216(NAD 83)
 BD2434_MARKER: DS = TRIANGULATION STATION DISK
 BD2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2434
 BD2434  HISTORY     - Date     Condition        Report By
 BD2434  HISTORY     - 1917     MONUMENTED       CGS
 BD2434  HISTORY     - 1935     GOOD             CGS
 BD2434  HISTORY     - 1959     MARK NOT FOUND   CGS
 BD2434
 BD2434                          STATION DESCRIPTION
 BD2434
 BD2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BD2434'ABOUT ONE MILE WEST OF VALDOSTA STATION ON THE A.C.L. RAILWAY AT
 BD2434'INTERSECTION WITH V.M. AND W. RAILWAY, 10.55 FEET WEST OF WEST
 BD2434'RAIL OF V.M. AND W. RAILWAY AND 11.5 FEET NORTH OF NORTH RAIL
 BD2434'OF A.C.L. RAILWAY.  REFERENCE MARK, B.M. N-32,
 BD2434'IS 37.55 FEET FROM STATION IN GRID AZIMUTH 202 DEG 00 MIN.
 BD2434
 BD2434                          STATION RECOVERY (1959)
 BD2434
 BD2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 BD2434'THE STATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2514 ***********************************************************************
 DF2514  DESIGNATION -  BARNES
 DF2514  PID         -  DF2514
 DF2514  STATE/COUNTY-  GA/JASPER
 DF2514  USGS QUAD   -  STEWART (1985)
 DF2514
 DF2514                         *CURRENT SURVEY CONTROL
 DF2514  ___________________________________________________________________
 DF2514* NAD 83(1994)-  33 23 50.00238(N)    083 46 15.60821(W)     ADJUSTED  
 DF2514* NAVD 88     -       257.4    (meters)     844.     (feet)  VERTCON   
 DF2514  ___________________________________________________________________
 DF2514  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DF2514  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF2514
 DF2514  HORZ ORDER  -  FIRST
 DF2514
 DF2514.The horizontal coordinates were established by classical geodetic methods
 DF2514.and adjusted by the National Geodetic Survey in September 1997..
 DF2514
 DF2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2514
 DF2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2514
 DF2514.The geoid height was determined by GEOID03.
 DF2514
 DF2514;                    North         East     Units Scale Factor Converg.
 DF2514;SPC GA W     -   376,722.124   736,805.966   MT  0.99991670   +0 13 04.1
 DF2514;SPC GA W     - 1,235,962.50  2,417,337.57   sFT  0.99991670   +0 13 04.1
 DF2514;UTM  17      - 3,698,756.639   242,270.768   MT  1.00041902   -1 31 34.0
 DF2514
 DF2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2514!SPC GA W     -   0.99996403  x   0.99991670  =   0.99988073
 DF2514!UTM  17      -   0.99996403  x   1.00041902  =   1.00038304
 DF2514
 DF2514|---------------------------------------------------------------------|
 DF2514| PID    Reference Object                     Distance      Geod. Az  |
 DF2514|                                                           dddmmss.s |
 DF2514| DF2515 BARNES MTN ST FOREST LOT             17.940 METERS 00336     |
 DF2514| DF2643 MANSFIELD MUN TANK                  APPROX.13.7 KM 0140859.5 |
 DF2514| DF2640 MORROW 3                            APPROX.16.1 KM 0412152.9 |
 DF2514| CY7793 BARNES RM 1                          19.363 METERS 04512     |
 DF2514| CY7792 BARNES AZ MK                                       0733238.8 |
 DF2514| DF2431 MONTICELLO COURTHOUSE SPIRE         APPROX.13.1 KM 1413136.4 |
 DF2514| DF2432 MONTICELLO STANDPIPE                APPROX.13.4 KM 1455616.1 |
 DF2514| CY7794 BARNES RM 2                           8.705 METERS 14706     |
 DF2514| DF2527 MONTICELLO ATT MICROWAVE            APPROX. 6.6 KM 1755741.3 |
 DF2514| DF2533 JACKSON RAD STA WJGA MAST           APPROX.22.5 KM 2334621.2 |
 DF2514| DF2530 TURTLE COVE MUN TANK                APPROX. 6.5 KM 2422235.8 |
 DF2514|---------------------------------------------------------------------|
 DF2514
 DF2514                          SUPERSEDED SURVEY CONTROL
 DF2514
 DF2514  NAD 83(1986)-  33 23 50.00866(N)    083 46 15.60751(W) AD(       ) 1
 DF2514  NAD 27      -  33 23 49.57500(N)    083 46 15.97000(W) AD(       ) 1
 DF2514  NGVD 29 (07/19/86)  257.4    (m)          844.     (f) VERT ANG       
 DF2514
 DF2514.Superseded values are not recommended for survey control.
 DF2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2514.See file dsdata.txt to determine how the superseded data were derived.
 DF2514
 DF2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4227198757(NAD 83)
 DF2514_MARKER: DS = TRIANGULATION STATION DISK
 DF2514_SETTING: 66 = SET IN ROCK OUTCROP
 DF2514_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DF2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF2514+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 DF2514
 DF2514  HISTORY     - Date     Condition        Report By
 DF2514  HISTORY     - 1935     MONUMENTED       CGS
 DF2514  HISTORY     - 1954     GOOD             CGS
 DF2514  HISTORY     - 1960     GOOD             AEROS
 DF2514  HISTORY     - 20040505 GOOD             METRIC
 DF2514
 DF2514                          STATION DESCRIPTION
 DF2514
 DF2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 DF2514'ABOUT 10.9 MILES (BY ROAD) NORTHWEST OF MONTICELLO, AT HIGHEST POINT
 DF2514'OF PROMINENT HILL KNOWN AS BARNES MOUNTAIN, ON PROPERTY BELONGING TO
 DF2514'HUGH BENTON, AT SOUTHEAST SIDE OF GROUP OF THREE INDIAN ROCK MOUNDS,
 DF2514'6.3 METERS (21 FEET) WEST OF MOST SOUTHERLY ONE, 10.2 METERS (33
 DF2514'FEET) SOUTHEAST OF CENTER OF NEXT ONE AND 8.3 METERS (27 FEET)
 DF2514'SOUTH-BY-EAST OF CENTER OF MOST NORTHERLY ONE.  TO REACH FROM
 DF2514'COVINGTON, GO SOUTHEAST ABOUT 4 MILES ON STATE HIGHWAY 12 TO
 DF2514'JUNCTION WITH STATE HIGHWAY 11. TURN RIGHT ON STATE HIGHWAY 11 AND GO
 DF2514'ABOUT 6 MILES TO MANSFIELD.  GO STRAIGHT AHEAD ON STATE HIGHWAY 11
 DF2514'ABOUT 9 MILES TO Y-ROAD RIGHT (ABOUT 0.2 MILE SOUTH OF PROSPECT
 DF2514'BRICK SCHOOL ON LEFT). TURN RIGHT ON DIRT ROAD AND GO ABOUT 1 MILE TO
 DF2514'HOUSE ON RIGHT (OCCUPIED BY H.T. BOYD).  FOLLOW WOODS TRAIL LEADING
 DF2514'SOUTH UP MOUNTAIN IN FRONT OF BOYDS HOUSE ABOUT 0.25 MILE TO STATION.
 DF2514'MARK IS STANDARD DISK SET FLUSH WITH GROUND.  REFERENCE
 DF2514'MARKS ARE STANDARD DISKS SET IN CONCRETE IN A DEPRESSION IN
 DF2514'OUTCROPPING BEDROCK.  AZIMUTH MARK IS A STANDARD
 DF2514'DISK SET IN A ROUND CONCRETE MONUMENT.  REFERENCE MARK NO. 1 IS SET IN
 DF2514'2- BY 4-FOOT BOULDER (PROJECTING ABOUT 14 INCHES) AND IS 19.40 METERS
 DF2514'(64 FEET) NORTHEAST OF STATION N 45 DEG 12 MIN E.  NO. 2 IS
 DF2514'SET IN CONCRETE CREVICE IN TOP OF 2- BY 3-FOOT PYRAMID-SHAPED
 DF2514'BOULDER (PROJECTING ABOUT 18 INCHES) AND IS 8.80 METERS (29 FEET)
 DF2514'SOUTHEAST OF STATION S 32 DEG 51 MIN E.  AZIMUTH MARK
 DF2514'PROJECTS 4 INCHES, IS 0.1 MILE SOUTH OF A CHURCH, 12 PACES
 DF2514'EAST OF CENTER LINE OF STATE HIGHWAY 11, 7 PACES NORTH OF 4- BY
 DF2514'4-INCH CONCRETE RIGHT-OF-WAY POST AND 1 MILE EAST-NORTHEAST OF
 DF2514'STATION N 73 DEG 33 MIN E.  THE FOLLOWING BEARINGS
 DF2514'ARE FROM STATION--MONTICELLO, COURTHOUSE SPIRE, S 38 DEG 29 MIN E.
 DF2514'MONTICELLO, STANDPIPE, S 34 DEG 04 MIN E.
 DF2514
 DF2514                          STATION RECOVERY (1954)
 DF2514
 DF2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF2514'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DF2514'A FIRE TOWER HAS BEEN BUILT ON BARNES MOUNTAIN ABOUT 52 FT. N OF THE
 DF2514'MARK.  THE STATION CAN NOW BE DRIVEN TO BY TRUCK SINCE A ROAD HAS
 DF2514'BEEN BUILT TO THE FIRE TOWER. A NEW DESCRIPTION FOLLOWS--
 DF2514'
 DF2514'THE STATION IS LOCATED ABOUT 10 MI. (AIRLINE) NW OF MONTICELLO, ON
 DF2514'THE HIGHEST POINT OF A HILL LOCALLY KNOWN AS BARNES MOUNTAIN, ON
 DF2514'PROPERTY OWNED BY THE STATE FORESTRY DEPARTMENT.  IT IS SE OF THREE
 DF2514'ROCK PILES KNOWN AS INDIAN MOUNDS, 51.6 FT. S OF THE SE LEG OF THE
 DF2514'FIRE TOWER, 49.8 FT. S OF THE SW LEG, 7 FT.  NW OF A ROCK WALL AROUND
 DF2514'THE STATE PROPERTY, AND 13 FT.  W OF AN 8-IN. OAK TREE.  IT IS A
 DF2514'STANDARD STATION DISK, STAMPED BARNES 1935 PROJECTING 8 IN.
 DF2514'
 DF2514'REFERENCE MARK 1 IS 19.40 M. NE OF THE STATION N 45 DEG 12 MIN E,
 DF2514'SET IN A DRILL HOLE IN A 2- BY 3-FT. BOULDER PROJECTING 18 IN.
 DF2514'THE BOULDER IS IN THE ROCK WALL AROUND THE STATE PROPERTY.  IT IS
 DF2514'32.5 FT. S OF THE SE LEG OF THE FIRE TOWER.  IT IS A STANDARD
 DF2514'REFERENCE-MARK DISK, STAMPED BARNES NO 1 1935.
 DF2514'
 DF2514'REFERENCE MARK 2 IS 8.80 M. SE OF THE STATION S 32 DEG 51 MIN E,
 DF2514'ABOUT MIDWAY BETWEEN TWO TREES.  IT IS SET IN A DRILL HOLE IN A
 DF2514'BOULDER REINFORCED WITH CONCRETE.  THE BOULDER IS 3- BY 3-FT.
 DF2514'PROJECTING 18 IN.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 DF2514'BARNES NO 2 1935.
 DF2514'
 DF2514'THE AZIMUTH MARK IS 1.0 MI. E-NE OF THE STATION N 73 DEG 33 MIN E.
 DF2514'IT IS ABOUT 0.1 S OF A CHURCH, 36 FT. S OF
 DF2514'THE CENTERLINE OF STATE HIGHWAY 11, AND 21 FT. N OF A STATE HIGHWAY
 DF2514'RIGHT-OF-WAY MARKER.  IT IS A STANDARD REFERENCE-MARK DISK,
 DF2514'STAMPED BARNES AZ MK 1935 PROJECTING 2 IN.
 DF2514'
 DF2514'TO REACH THE STATION FROM THE SQUARE IN MONTICELLO, GO N ON STATE
 DF2514'HIGHWAY 11 FOR 9.0 MI. TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 DF2514'0.6 MI. TO THE JUNCTION OF STATE HIGHWAYS 11 AND 221.  TURN LEFT ON
 DF2514'STATE HIGHWAY 221 AND GO 0.15 MI. TO A CROSSROAD, TURN LEFT AND GO
 DF2514'0.8 MI. TO MR. H.T. BOYDS HOUSE ON THE RIGHT AND A SIDE ROAD AND
 DF2514'GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO 0.3 MI. UPHILL TO
 DF2514'THE HIGHEST POINT AND THE FIRE TOWER AND THE STATION.
 DF2514
 DF2514                          STATION RECOVERY (1960)
 DF2514
 DF2514'RECOVERY NOTE BY AERO SERVICE CORPORATION 1960 (AD)
 DF2514'STATION RECOVERED IN GOOD CONDITION.
 DF2514'
 DF2514'REFERENCE MARKS NOT SEARCHED FOR.
 DF2514
 DF2514                          STATION RECOVERY (2004)
 DF2514
 DF2514'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2514'NO SEARCH MADE FOR RMS OR AZMK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2515 ***********************************************************************
 DF2515  DESIGNATION -  BARNES MTN ST FOREST LOT
 DF2515  PID         -  DF2515
 DF2515  STATE/COUNTY-  GA/JASPER
 DF2515  USGS QUAD   -  STEWART (1985)
 DF2515
 DF2515                         *CURRENT SURVEY CONTROL
 DF2515  ___________________________________________________________________
 DF2515* NAD 83(1994)-  33 23 50.58355(N)    083 46 15.56464(W)     ADJUSTED  
 DF2515* NAVD 88     -                                                        
 DF2515  ___________________________________________________________________
 DF2515  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DF2515  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF2515
 DF2515  HORZ ORDER  -  THIRD
 DF2515
 DF2515.The horizontal coordinates were established by classical geodetic methods
 DF2515.and adjusted by the National Geodetic Survey in September 1997..
 DF2515
 DF2515
 DF2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2515
 DF2515.The geoid height was determined by GEOID03.
 DF2515
 DF2515;                    North         East     Units Scale Factor Converg.
 DF2515;SPC GA W     -   376,740.032   736,807.023   MT  0.99991670   +0 13 04.1
 DF2515;SPC GA W     - 1,236,021.25  2,417,341.04   sFT  0.99991670   +0 13 04.1
 DF2515;UTM  17      - 3,698,774.516   242,272.371   MT  1.00041901   -1 31 34.0
 DF2515
 DF2515                          SUPERSEDED SURVEY CONTROL
 DF2515
 DF2515  NAD 83(1986)-  33 23 50.58983(N)    083 46 15.56403(W) AD(       ) 4
 DF2515  NAD 27      -  33 23 50.15619(N)    083 46 15.92640(W) AD(       ) 3
 DF2515
 DF2515.Superseded values are not recommended for survey control.
 DF2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2515.See file dsdata.txt to determine how the superseded data were derived.
 DF2515
 DF2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4227298775(NAD 83)
 DF2515_MARKER: 57 = LOOKOUT TOWER
 DF2515
 DF2515  HISTORY     - Date     Condition        Report By
 DF2515  HISTORY     - 1974     FIRST OBSERVED   NGS
 DF2515
 DF2515                          STATION DESCRIPTION
 DF2515
 DF2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 DF2515'THE STATION IS THE APEX OF THE ROOF OF THE OBSERVATION CABIN OF THE
 DF2515'MONTICELLO GEORGIA FOREST SERVICE JASPER COUNTY LOOKOUT TOWER.  IT
 DF2515'IS A STANDARD FIRE OBSERVATION CABIN, SUPPORTED BY A FOUR LEGGED,
 DF2515'SKELETON STEEL TOWER.  IT IS GRAY IN COLOR, AND APPROXIMATELY 80
 DF2515'FEET HIGH.
 DF2515'
 DF2515'LOCATED 8.0 MILES NORTHWEST OF MONTICELLO, 0.65 MILE WEST OF STATE
 DF2515'ROUTE 11, AND AT THE SITE OF TRIANGULATION STATION BARNES 1935.
 DF2515'
 DF2515'A TRAVERSE TIE WAS MADE TO BARNES 1935, THE DISTANCE BEING 17.94
 DF2515'METERS, (58.86 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2212 ***********************************************************************
 DG2212  DESIGNATION -  BARNESVILLE EAST BASE
 DG2212  PID         -  DG2212
 DG2212  STATE/COUNTY-  GA/LAMAR
 DG2212  USGS QUAD   -  BARNESVILLE (1973)
 DG2212
 DG2212                         *CURRENT SURVEY CONTROL
 DG2212  ___________________________________________________________________
 DG2212* NAD 83(1994)-  33 04 10.85439(N)    084 12 03.35240(W)     ADJUSTED  
 DG2212* NAVD 88     -       239.140  (meters)     784.58   (feet)  ADJUSTED  
 DG2212  ___________________________________________________________________
 DG2212  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DG2212  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG2212  DYNAMIC HT  -         238.869 (meters)     783.69  (feet)  COMP
 DG2212  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 DG2212
 DG2212  HORZ ORDER  -  FIRST
 DG2212  VERT ORDER  -  SECOND    CLASS 0
 DG2212
 DG2212.The horizontal coordinates were established by classical geodetic methods
 DG2212.and adjusted by the National Geodetic Survey in September 1997..
 DG2212
 DG2212.The orthometric height was determined by differential leveling
 DG2212.and adjusted by the National Geodetic Survey in June 1991..
 DG2212.WARNING-Repeat measurements at this control monument indicate possible
 DG2212.vertical movement.
 DG2212
 DG2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2212
 DG2212.The geoid height was determined by GEOID03.
 DG2212
 DG2212.The dynamic height is computed by dividing the NAVD 88
 DG2212.geopotential number by the normal gravity value computed on the
 DG2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2212.degrees latitude (g = 980.6199 gals.).
 DG2212
 DG2212.The modeled gravity was interpolated from observed gravity values.
 DG2212
 DG2212;                    North         East     Units Scale Factor Converg.
 DG2212;SPC GA W     -   340,329.194   696,800.706   MT  0.99990013   -0 01 07.3
 DG2212;SPC GA W     - 1,116,563.36  2,286,086.98   sFT  0.99990013   -0 01 07.3
 DG2212;UTM  16      - 3,662,496.527   761,313.980   MT  1.00044202   +1 31 41.5
 DG2212
 DG2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2212!SPC GA W     -   0.99996682  x   0.99990013  =   0.99986695
 DG2212!UTM  16      -   0.99996682  x   1.00044202  =   1.00040882
 DG2212
 DG2212|---------------------------------------------------------------------|
 DG2212| PID    Reference Object                     Distance      Geod. Az  |
 DG2212|                                                           dddmmss.s |
 DG2212| CZ2810 BARNESVILLE EAST BASE RM                           03648     |
 DG2212|---------------------------------------------------------------------|
 DG2212
 DG2212                          SUPERSEDED SURVEY CONTROL
 DG2212
 DG2212  NAD 83(1986)-  33 04 10.86392(N)    084 12 03.35074(W) AD(       ) 1
 DG2212  NAD 27      -  33 04 10.42000(N)    084 12 03.64100(W) AD(       ) 1
 DG2212  NGVD 29 (??/??/92)  239.185  (m)          784.73   (f) ADJ UNCH    2 0
 DG2212
 DG2212.Superseded values are not recommended for survey control.
 DG2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2212.See file dsdata.txt to determine how the superseded data were derived.
 DG2212
 DG2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6131462497(NAD 83)
 DG2212_MARKER: DS = TRIANGULATION STATION DISK
 DG2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2212
 DG2212  HISTORY     - Date     Condition        Report By
 DG2212  HISTORY     - 1917     MONUMENTED       CGS
 DG2212  HISTORY     - 1919     GOOD             CGS
 DG2212  HISTORY     - 1954     MARK NOT FOUND   CGS
 DG2212
 DG2212                          STATION DESCRIPTION
 DG2212
 DG2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 DG2212'ABOUT 2-1/4 MILES NORTH OF DEPOT AT BARNESVILLE ON CENTRAL OF
 DG2212'GEORGIA RAILWAY, 15-1/2 TELEGRAPH POLES SOUTH OF MILEPOST A-57,
 DG2212'2.47 METERS (8.1 FEET) TO RIGHT OF RAIL.  REFERENCE MARK
 DG2212'IS 10.0 METERS (33 FEET) FROM STATION IN GRID AZIMUTH
 DG2212'216 DEG 49 MIN.
 DG2212
 DG2212                          STATION RECOVERY (1954)
 DG2212
 DG2212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2212'THE SURFACE MARK WAS DESTROYED BY A DITCHING MACHINE OF THE
 DG2212'RAILROAD.  THE DISK WAS NOT FOUND.  THE SUBSURFACE MARK WAS
 DG2212'SEARCHED FOR BUT WAS NOT FOUND.  THE REFERENCE MARK WAS FOUND
 DG2212'DESTROYED, AND THE DISK RECLAIMED.
 DG2212'
 DG2212'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2305 ***********************************************************************
 DG2305  DESIGNATION -  BARNESVILLE MID BASE
 DG2305  PID         -  DG2305
 DG2305  STATE/COUNTY-  GA/LAMAR
 DG2305  USGS QUAD   -  BARNESVILLE (1973)
 DG2305
 DG2305                         *CURRENT SURVEY CONTROL
 DG2305  ___________________________________________________________________
 DG2305* NAD 83(1994)-  33 04 40.63043(N)    084 11 58.21651(W)     ADJUSTED  
 DG2305* NAVD 88     -       240.689  (meters)     789.66   (feet)  POSTED    
 DG2305  ___________________________________________________________________
 DG2305  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DG2305  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DG2305  DYNAMIC HT  -         240.420 (meters)     788.78  (feet)  COMP
 DG2305  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 DG2305
 DG2305  HORZ ORDER  -  FIRST
 DG2305  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DG2305
 DG2305.The horizontal coordinates were established by classical geodetic methods
 DG2305.and adjusted by the National Geodetic Survey in September 1997..
 DG2305
 DG2305.The orthometric height was determined by differential leveling
 DG2305.and adjusted by the National Geodetic Survey in 1992..
 DG2305.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DG2305.rate of 3.1 thru 4.0 mm/km.
 DG2305
 DG2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2305
 DG2305.The geoid height was determined by GEOID03.
 DG2305
 DG2305.The dynamic height is computed by dividing the NAVD 88
 DG2305.geopotential number by the normal gravity value computed on the
 DG2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2305.degrees latitude (g = 980.6199 gals.).
 DG2305
 DG2305.The modeled gravity was interpolated from observed gravity values.
 DG2305
 DG2305;                    North         East     Units Scale Factor Converg.
 DG2305;SPC GA W     -   341,246.375   696,934.199   MT  0.99990012   -0 01 04.5
 DG2305;SPC GA W     - 1,119,572.48  2,286,524.95   sFT  0.99990012   -0 01 04.5
 DG2305;UTM  16      - 3,663,417.477   761,422.720   MT  1.00044272   +1 31 45.6
 DG2305
 DG2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2305!SPC GA W     -   0.99996658  x   0.99990012  =   0.99986670
 DG2305!UTM  16      -   0.99996658  x   1.00044272  =   1.00040929
 DG2305
 DG2305|---------------------------------------------------------------------|
 DG2305| PID    Reference Object                     Distance      Geod. Az  |
 DG2305|                                                           dddmmss.s |
 DG2305| CZ2811 BARNESVILLE MID BASE RM              19.515 METERS 32558     |
 DG2305|---------------------------------------------------------------------|
 DG2305
 DG2305                          SUPERSEDED SURVEY CONTROL
 DG2305
 DG2305  NAD 83(1986)-  33 04 40.63982(N)    084 11 58.21478(W) AD(       ) 1
 DG2305  NAD 27      -  33 04 40.19600(N)    084 11 58.50400(W) AD(       ) 1
 DG2305
 DG2305.Superseded values are not recommended for survey control.
 DG2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2305.See file dsdata.txt to determine how the superseded data were derived.
 DG2305
 DG2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6142363417(NAD 83)
 DG2305_MARKER: DS = TRIANGULATION STATION DISK
 DG2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2305
 DG2305  HISTORY     - Date     Condition        Report By
 DG2305  HISTORY     - 1917     MONUMENTED       CGS
 DG2305  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DG2305
 DG2305                          STATION DESCRIPTION
 DG2305
 DG2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 DG2305'ABOUT 2-1/2 MILES NORTH OF BARNESVILLE DEPOT, 64 RAILS NORTH
 DG2305'OF MILEPOST A-57, ON TANGENT TO RIGHT RAIL, AND 25 METERS
 DG2305'(82 FEET) TO LEFT OF RAIL.  REFERENCE MARK
 DG2305'IS 19.515 METERS (64.03 FEET) FROM STATION IN GRID
 DG2305'AZIMUTH 299 DEG 07 MIN.
 DG2305
 DG2305                          STATION RECOVERY (1954)
 DG2305
 DG2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2305'THE STATION AND REFERENCE MARK WERE DESTROYED.  THE AREA, IN
 DG2305'WHICH THEY WERE SET, IS NOW UNDER CULTIVATION AND HAS BEEN
 DG2305'FOR SOME TIME.  IT IS ASSUMED THAT THEY WERE DESTROYED DURING
 DG2305'CULTIVATION OF THIS AREA.
 DG2305'
 DG2305'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2904 ***********************************************************************
 DG2904  DESIGNATION -  BARNESVILLE RAD STA WBAF MAST
 DG2904  PID         -  DG2904
 DG2904  STATE/COUNTY-  GA/LAMAR
 DG2904  USGS QUAD   -  BARNESVILLE (1973)
 DG2904
 DG2904                         *CURRENT SURVEY CONTROL
 DG2904  ___________________________________________________________________
 DG2904* NAD 83(1994)-  33 03 12.28282(N)    084 08 26.17078(W)     ADJUSTED  
 DG2904* NAVD 88     -                                                        
 DG2904  ___________________________________________________________________
 DG2904  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DG2904  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DG2904
 DG2904  HORZ ORDER  -  THIRD
 DG2904
 DG2904.The horizontal coordinates were established by classical geodetic methods
 DG2904.and adjusted by the National Geodetic Survey in September 1997..
 DG2904
 DG2904
 DG2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2904
 DG2904.The geoid height was determined by GEOID03.
 DG2904
 DG2904;                    North         East     Units Scale Factor Converg.
 DG2904;SPC GA W     -   338,524.734   702,434.022   MT  0.99990007   +0 00 51.2
 DG2904;SPC GA W     - 1,110,643.23  2,304,568.95   sFT  0.99990007   +0 00 51.2
 DG2904;UTM  16      - 3,660,843.841   766,997.129   MT  1.00047906   +1 33 37.8
 DG2904
 DG2904                          SUPERSEDED SURVEY CONTROL
 DG2904
 DG2904  NAD 83(1986)-  33 03 12.28889(N)    084 08 26.17052(W) AD(       ) 4
 DG2904  NAD 27      -  33 03 11.83239(N)    084 08 26.47660(W) AD(       ) 3
 DG2904
 DG2904.Superseded values are not recommended for survey control.
 DG2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2904.See file dsdata.txt to determine how the superseded data were derived.
 DG2904
 DG2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6699760844(NAD 83)
 DG2904_MARKER: 42 = RADIO/TV MAST
 DG2904
 DG2904  HISTORY     - Date     Condition        Report By
 DG2904  HISTORY     - 1974     FIRST OBSERVED   NGS
 DG2904
 DG2904                          STATION DESCRIPTION
 DG2904
 DG2904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 DG2904'THE STATION IS THE LIGHT ATOP AND CENTER OF THE BARNESVILLE RADIO
 DG2904'STATION WBAF MAST.  IT IS A GUYED, STEEL TRUSS-WORK MAST,
 DG2904'PAINTED ALTERNATELY RED AND WHITE, APPROXIMATELY 200 FEET HIGH,
 DG2904'AND IS OWNED BY BARNESVILLE BROADCASTING COMPANY.
 DG2904'
 DG2904'LOCATED 0.85 MILE EAST OF THE CENTER OF BARNESVILLE, 255 FEET EAST
 DG2904'OF THE CENTERLINE OF COLLIERS ROAD, AND 300 FEET SOUTH OF THE
 DG2904'CENTERLINE OF U.S. HIGHWAY 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0802 ***********************************************************************
 DG0802  DESIGNATION -  BARNESVILLE WEST BASE
 DG0802  PID         -  DG0802
 DG0802  STATE/COUNTY-  GA/LAMAR
 DG0802  USGS QUAD   -  BARNESVILLE (1973)
 DG0802
 DG0802                         *CURRENT SURVEY CONTROL
 DG0802  ___________________________________________________________________
 DG0802* NAD 83(1994)-  33 04 57.08379(N)    084 11 44.46762(W)     ADJUSTED  
 DG0802* NAVD 88     -       245.598  (meters)     805.77   (feet)  ADJUSTED  
 DG0802  ___________________________________________________________________
 DG0802  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DG0802  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DG0802  DYNAMIC HT  -         245.320 (meters)     804.85  (feet)  COMP
 DG0802  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 DG0802
 DG0802  HORZ ORDER  -  FIRST
 DG0802  VERT ORDER  -  SECOND    CLASS 0
 DG0802
 DG0802.The horizontal coordinates were established by classical geodetic methods
 DG0802.and adjusted by the National Geodetic Survey in September 1997..
 DG0802
 DG0802.The orthometric height was determined by differential leveling
 DG0802.and adjusted by the National Geodetic Survey in June 1991..
 DG0802
 DG0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0802
 DG0802.The geoid height was determined by GEOID03.
 DG0802
 DG0802.The dynamic height is computed by dividing the NAVD 88
 DG0802.geopotential number by the normal gravity value computed on the
 DG0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0802.degrees latitude (g = 980.6199 gals.).
 DG0802
 DG0802.The modeled gravity was interpolated from observed gravity values.
 DG0802
 DG0802;                    North         East     Units Scale Factor Converg.
 DG0802;SPC GA W     -   341,753.101   697,290.900   MT  0.99990009   -0 00 57.0
 DG0802;SPC GA W     - 1,121,234.97  2,287,695.23   sFT  0.99990009   -0 00 57.0
 DG0802;UTM  16      - 3,663,933.931   761,765.794   MT  1.00044494   +1 31 53.7
 DG0802
 DG0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0802!SPC GA W     -   0.99996581  x   0.99990009  =   0.99986590
 DG0802!UTM  16      -   0.99996581  x   1.00044494  =   1.00041074
 DG0802
 DG0802:                Primary Azimuth Mark                     Grid Az
 DG0802:SPC GA W     -  WIRE                                     022 33 17.0
 DG0802:UTM  16      -  WIRE                                     021 00 26.3
 DG0802
 DG0802|---------------------------------------------------------------------|
 DG0802| PID    Reference Object                     Distance      Geod. Az  |
 DG0802|                                                           dddmmss.s |
 DG0802| DG2213 WIRE                                410.764 METERS 0223220.0 |
 DG0802| CZ2812 BARNESVILLE WEST BASE RM             26.400 METERS 03158     |
 DG0802| DG2305 BARNESVILLE MID BASE                APPROX. 0.6 KM 2150737.6 |
 DG0802|---------------------------------------------------------------------|
 DG0802
 DG0802                          SUPERSEDED SURVEY CONTROL
 DG0802
 DG0802  NAD 83(1986)-  33 04 57.09278(N)    084 11 44.46615(W) AD(       ) 1
 DG0802  NAD 27      -  33 04 56.64900(N)    084 11 44.75500(W) AD(       ) 1
 DG0802  NGVD 29 (??/??/92)  245.638  (m)          805.90   (f) ADJ UNCH    2 0
 DG0802
 DG0802.Superseded values are not recommended for survey control.
 DG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0802.See file dsdata.txt to determine how the superseded data were derived.
 DG0802
 DG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6176663934(NAD 83)
 DG0802_MARKER: DS = TRIANGULATION STATION DISK
 DG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0802_STAMPING: 805.897 W BASE 1917
 DG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0802+STABILITY: SURFACE MOTION
 DG0802
 DG0802  HISTORY     - Date     Condition        Report By
 DG0802  HISTORY     - 1917     MONUMENTED       CGS
 DG0802  HISTORY     - 1934     GOOD             CGS
 DG0802  HISTORY     - 1954     GOOD             CGS
 DG0802  HISTORY     - 1958     GOOD             NGS
 DG0802
 DG0802                          STATION DESCRIPTION
 DG0802
 DG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG0802'ABOUT 2-3/4 MILES NORTH OF BARNESVILLE ON CENTRAL GEORGIA
 DG0802'RAILWAY, ON EXTENSION OF BACK TANGENT OF RIGHT RAIL, 18 RAILS
 DG0802'NORTH OF SEMAPHORE SIGNAL BOARD AND 6.96 METERS (22.8 FEET)
 DG0802'TO RIGHT OF RAIL.
 DG0802'REFERENCE MARK IS 8 METERS
 DG0802'(26 FEET) FROM STATION IN GRID AZIMUTH 211 DEG 59 MIN.
 DG0802
 DG0802                          STATION RECOVERY (1954)
 DG0802
 DG0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG0802'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DG0802'THE REFERENCE MARK WAS FOUND DESTROYED, AND THE DISK RECLAIMED.
 DG0802'
 DG0802'LOCATED ABOUT 2.4 MI. S ALONG THE CENTRAL OF GEORGIA RAILROAD
 DG0802'FROM THE STATION IN MILNER, AT A CURVE, AND ON THE EXTENDED
 DG0802'TANGENT OF THE E RAIL FROM THE S.  IT IS 13 RAILS N OF A DOUBLE
 DG0802'SEMAPHORE SIGNAL, 22.8 FT. E OF THE E RAIL, 18 FT. W OF THE
 DG0802'CENTERLINE OF A DIRT ROAD, AND 24 FT. S OF THE FIFTH POLE
 DG0802'N OF THE SIGNALS.  IT IS A STANDARD TRIANGULATION-STATION
 DG0802'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 DG0802'AND ABOUT LEVEL WITH THE ROAD AND THE TRACKS.  IT IS STAMPED
 DG0802'W BASE 1917 805.897.
 DG0802'
 DG0802'THIS IS A TRAVERSE STATION.
 DG0802
 DG0802                          STATION RECOVERY (1958)
 DG0802
 DG0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DG0802'2.4 MI S FROM MILNER.
 DG0802'ABOUT 2.45 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DG0802'THE STATION AT MILNER, 591 YARDS (0.35 MILE) SOUTH OF MILEPOST
 DG0802'S 238, 22.6 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL AND
 DG0802'AT OUTSIDE OF CURVE AND IN LINE WITH THE EAST RAIL SOUTH OF CURVE,
 DG0802'15 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD
 DG0802'PARALLELING THE TRACK, 24 1/2 FEET SOUTH-SOUTHWEST OF THE FIFTH
 DG0802'TELEPHONE POLE NORTH OF SIGNALS 2374 AND 2375, 169 YARDS NORTH
 DG0802'OF SIGNALS 2374 AND 2375, 72 FEET SOUTH-SOUTHEAST OF AND ACROSS THE
 DG0802'TRACK FROM A WHISTLE POST, 0.25 MILE NORTH OF A ROAD CROSSING,
 DG0802'1 1/2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DG0802'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 DG0802'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2295 ***********************************************************************
 DE2295  HT_MOD      -  This is a Height Modernization Survey Station.
 DE2295  DESIGNATION -  BARNEY
 DE2295  PID         -  DE2295
 DE2295  STATE/COUNTY-  GA/RICHMOND
 DE2295  USGS QUAD   -  MECHANIC HILL (1981)
 DE2295
 DE2295                         *CURRENT SURVEY CONTROL
 DE2295  ___________________________________________________________________
 DE2295* NAD 83(1994)-  33 17 23.43244(N)    081 54 53.48210(W)     ADJUSTED  
 DE2295* NAVD 88     -       100.99   (meters)     331.3    (feet)  GPS OBS   
 DE2295  ___________________________________________________________________
 DE2295  X           -     750,613.924 (meters)                     COMP
 DE2295  Y           -  -5,283,909.478 (meters)                     COMP
 DE2295  Z           -   3,480,912.547 (meters)                     COMP
 DE2295  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 DE2295  ELLIP HEIGHT-          70.64  (meters)          (03/13/03) GPS OBS
 DE2295  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DE2295
 DE2295  HORZ ORDER  -  FIRST
 DE2295  ELLP ORDER  -  FOURTH    CLASS II
 DE2295
 DE2295.The horizontal coordinates were established by GPS observations
 DE2295.and adjusted by the National Geodetic Survey in March 2003..
 DE2295
 DE2295.The orthometric height was determined by GPS observations and a
 DE2295.high-resolution geoid model using precise GPS observation and
 DE2295.processing techniques.
 DE2295
 DE2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2295
 DE2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2295
 DE2295.The ellipsoidal height was determined by GPS observations
 DE2295.and is referenced to NAD 83.
 DE2295
 DE2295.The geoid height was determined by GEOID03.
 DE2295
 DE2295;                    North         East     Units Scale Factor Converg.
 DE2295;SPC GA E     -   364,772.011   223,452.944   MT  0.99990678   +0 08 17.6
 DE2295;SPC GA E     - 1,196,756.17    733,111.87   sFT  0.99990678   +0 08 17.6
 DE2295;SPC SC       -   161,900.023   524,401.229   MT  0.99981546   -0 30 25.9
 DE2295;SPC SC       -   531,168.05  1,720,476.47   iFT  0.99981546   -0 30 25.9
 DE2295;UTM  17      - 3,683,792.934   414,817.026   MT  0.99968946   -0 30 07.8
 DE2295
 DE2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2295!SPC GA E     -   0.99998891  x   0.99990678  =   0.99989569
 DE2295!SPC SC       -   0.99998891  x   0.99981546  =   0.99980437
 DE2295!UTM  17      -   0.99998891  x   0.99968946  =   0.99967837
 DE2295
 DE2295|---------------------------------------------------------------------|
 DE2295| PID    Reference Object                     Distance      Geod. Az  |
 DE2295|                                                           dddmmss.s |
 DE2295| DE2634 BARNEY RM 3                          49.350 METERS 02817     |
 DE2295| DE2632 BARNEY RM 1                          50.045 METERS 12513     |
 DE2295| DE2633 BARNEY RM 2                          31.516 METERS 20818     |
 DE2295| DE2297 BARNEY AZ MK 2                      333.595 METERS 20923     |
 DE2295| DE2631 BARNEY AZ MK                                       2725212.0 |
 DE2295|---------------------------------------------------------------------|
 DE2295
 DE2295                          SUPERSEDED SURVEY CONTROL
 DE2295
 DE2295  NAD 83(1986)-  33 17 23.43755(N)    081 54 53.47606(W) AD(       ) 1
 DE2295  NAD 83(1994)-  33 17 23.43217(N)    081 54 53.48188(W) AD(       ) 1
 DE2295  ELLIP H (11/18/02)   70.67   (m)                       GP(       ) 4 2
 DE2295  NAD 83(1994)-  33 17 23.43277(N)    081 54 53.48112(W) AD(       ) 1
 DE2295  NAD 83(1986)-  33 17 23.43755(N)    081 54 53.47606(W) AD(       ) 1
 DE2295  NAD 27      -  33 17 22.92749(N)    081 54 54.06286(W) AD(       ) 1
 DE2295  NGVD 29 (07/19/86)  101.1    (m)          332.     (f) VERT ANG       
 DE2295
 DE2295.Superseded values are not recommended for survey control.
 DE2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2295.See file dsdata.txt to determine how the superseded data were derived.
 DE2295
 DE2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1481783793(NAD 83)
 DE2295_MARKER: DS = TRIANGULATION STATION DISK
 DE2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2295_STAMPING: BARNEY 1932
 DE2295_MARK LOGO: CGS   
 DE2295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2295+STABILITY: SURFACE MOTION
 DE2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2295+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2001
 DE2295
 DE2295  HISTORY     - Date     Condition        Report By
 DE2295  HISTORY     - 1932     MONUMENTED       CGS
 DE2295  HISTORY     - 1934     GOOD             CGS
 DE2295  HISTORY     - 1955     GOOD             CGS
 DE2295  HISTORY     - 1965     GOOD             CGS
 DE2295  HISTORY     - 1965     GOOD             CGS
 DE2295  HISTORY     - 1973     GOOD             NGS
 DE2295  HISTORY     - 1980     GOOD             GADT
 DE2295  HISTORY     - 20010131 GOOD             SCGS
 DE2295
 DE2295                          STATION DESCRIPTION
 DE2295
 DE2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DE2295'ABOUT 13 MILES SOUTH-SOUTHWEST OF AUGUSTA, GA.  TO REACH FROM
 DE2295'INTERSECTION OF 7TH AND BROAD STREETS IN AUGUSTA, FOLLOW STATE
 DE2295'HIGHWAY 21 SOUTH FOR 1.55 MILES TO FORK, TAKE LEFT FORK (STATE
 DE2295'HIGHWAY 21) AND GO 1.6 MILES TO FORK, TAKE LEFT FORK AND GO 9.75
 DE2295'MILES (0.15 MILE BEYOND END OF PAVEMENT) TO FORK, TAKE LEFT FORK
 DE2295'AND GO 1.4 MILES TO FORK, TAKE LEFT FORK AND GO 0.4 MILE TO
 DE2295'CROSSROADS WITH NO HUNTING AND FISHING SIGN IN SOUTHEAST CORNER,
 DE2295'TURN LEFT AND GO 0.2 MILE TO TOMMY LOYDS HOUSE.  STATION IS IN
 DE2295'OPENING IN TREES, 174 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE,
 DE2295'164 FEET NORTH OF OLD LOG CABIN, 44 FEET EAST OF 10-INCH POPLAR TREE.
 DE2295'AND ABOUT 40 FEET NORTH OF CULTIVATED FIELD. SURFACE AND UNDERGROUND
 DE2295'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 DE2295'UPPER MARK PROJECTS 2 INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH
 DE2295'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 DE2295'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE GROUND, IS AT SOUTH EDGE
 DE2295'OF CULTIVATED FIELD, AT NORTHEAST CORNER OF OLD LOG CABIN, AND
 DE2295'164.19 FEET FROM STATION S 54 DEG 47 MIN E.  REFERENCE MARK
 DE2295'NO. 2 PROJECTS 4 INCHES ABOVE GROUND, IS 71 FEET NORTHEAST OF
 DE2295'NORTHEAST CORNER OF HOUSE, 5 FEET NORTH OF LOG OUTHOUSE, AND 103.44
 DE2295'FEET FROM STATION S 28 DEG 17 MIN W.  AZIMUTH MARK PROJECTS 4
 DE2295'INCHES ABOVE GROUND, IS 0.15 MILE NORTH OF ROAD TO STATION, 18 FEET
 DE2295'WEST OF CENTER LINE OF NORTH-SOUTH ROAD, AND ABOUT 0.2 MILE FROM
 DE2295'STATION N 87 DEG 08 MIN W.
 DE2295
 DE2295                          STATION RECOVERY (1955)
 DE2295
 DE2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 DE2295'RECOVERED ALL MARKS IN GOOD CONDITION AND ESSENTIALLY AS DESCRIBED.
 DE2295'REFERENCE MARK NO. 1 WAS DESTROYED AND R.M. NO.  3 SET AS A
 DE2295'CONCESSION TO CULTIVATION.
 DE2295'
 DE2295'BARNEY 1932, SO STAMPED, PROJECTING 1 INCH, IS
 DE2295'ABOUT 13 MILES SSW OF AUGUSTA, ABOUT 3-3/4 MILES NNE OF MC BEAN, IN
 DE2295'CULTIVATED FIELD, ON APPARENTLY HIGHEST POINT IN THE VICINITY,
 DE2295'ABOUT 0.25 MILE NNE OF HOME OF OWNER A.N. MC NUTT, 173 FEET NNE OF
 DE2295'NW CORNER OF NE WING OF TENANT HOUSE, 39.5 FEET NE OF A LONE BLACK
 DE2295'GUM TREE, 15 FEET ESE OF A LINE OF POWER POLES, AND 6.5 FEET E OF
 DE2295'PROJECTED PLANE OF W WALL OF THE HOUSE.
 DE2295'
 DE2295'BARNEY NO. 2 1932, SO STAMPED, PROJECTING 2 INCHES, IS
 DE2295'103.41 FEET SSW, S 28 DEG 17 MIN W FROM STATION, 73.5 FEET NE
 DE2295'OF NW CORNER OF NE WING OF TENANT HOUSE, AND 8.5 FEET E OF PROJECTE
 DE2295'PLANE OF W WALL OF SE WING OF SAID HOUSE.
 DE2295'
 DE2295'BARNEY NO. 3 1955, SO STAMPED, PROJECTING 6 INCHES, IS
 DE2295'161.97 FEET NNE N 28 DEG 17 MIN E FROM STATION, 35.5 FEET NE
 DE2295'OF FENCE CORNER, AND 27 FEET N OF CENTER OF FARM ROAD.  THE ABOVE
 DE2295'THREE MARKS ARE IN THE SAME STRAIGHT LINE.
 DE2295'
 DE2295'BARNEY AZIMUTH 1932, FLUSH WITH THE GROUND, IS
 DE2295'0.25 MILE W, N 87 DEG 08 MIN W FROM STATION, 0.15
 DE2295'MILE NW OF INTERSECTION OF ROADS NEAR THE MC NUTT HOME, AND 19
 DE2295'FEET SW OF THE CENTER OF THE MAIN ROAD.
 DE2295'
 DE2295'TO REACH FROM THE RAILROAD CROSSING NEAR CENTER OF MC BEAN, GO
 DE2295'NORTHWESTERLY AND NORTHERLY ON THE MAIN ROAD FOR 3.4 MILES AND TURN
 DE2295'RIGHT ONTO EARTH ROAD, THENCE EASTERLY ABOUT 3 MILES AND THERE
 DE2295'CURVING LEFT TO CONTINUE ON THE MAIN ROAD, THENCE NORTHERLY 0.5
 DE2295'MILE TO A ROAD Y-INTERSECTION AND TURN SHARPLY RIGHT ONTO BENNOCK
 DE2295'MILL ROAD, THENCE SOUTHEASTERLY 0.5 MILE AND TURN LEFT ONTO A FARM
 DE2295'ROAD, THENCE NORTHEASTERLY 0.1 MILE AND TAKE LEFT FORK, THENCE
 DE2295'NORTHERLY 0.1 MILE TO REAR OF TENANT HOUSE AND THE STATION.
 DE2295
 DE2295                          STATION RECOVERY (1965)
 DE2295
 DE2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 DE2295'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 DE2295'CONDITION.  THE AZIMUTH MARK WAS FOUND IN POOR CONDITION.  IT HAS
 DE2295'BEEN STRUCK BY ROAD MACHINERY AND IS TILTED.  ABOUT HALF OF THE
 DE2295'DISK HAS BEEN BROKEN OFF.
 DE2295'
 DE2295'THE RECOVERY NOTE BY W.H.B. IN 1955 IS ADEQUATE WITH THE FOLLOWING
 DE2295'ADDITION--
 DE2295'
 DE2295'THE EARTH ROAD TO THE EAST MENTIONED IN THE RECOVERY NOTE IS NOW
 DE2295'PAVED AND NAMED HORSESHOE ROAD.
 DE2295
 DE2295                          STATION RECOVERY (1965)
 DE2295
 DE2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 DE2295'RECOVERED ALL MARKS IN GOOD CONDITION AS DESCRIBED IN 1955 R NOTE
 DE2295'EXCEPT THAT AZ. MARK FOUND DESTROYED AND THE DISK RECLAIMED, AND
 DE2295'EXCEPT TO-REACH DISTANCES ARE INACCURATE.
 DE2295'
 DE2295'ABOUT 2.9 MILES NW AND N ALONG NO. 56 GEORGIA HWY. FROM THE RAILROAD
 DE2295'CROSSING IN MCBEAN AND TURN RIGHT ONTO HORSESHOE ROAD, THENCE 2.15
 DE2295'MILES ELY AND NLY AND TURN SHARP RIGHT ABOUT 135 DEGREES ONTO
 DE2295'BENNOCK MILL ROAD, THENCE 0.45 MILE SE AND TAKE LEFT FORK, THENCE
 DE2295'0.2 MILE NELY ON FARM ROAD AND TURN LEFT, THENCE 0.1 MILE NW
 DE2295'ALONG NE SIDE OF FIELD TO STATION ON LEFT IN OLD FIELD, 206.7 FEET
 DE2295'ENE OF CREOSOTED POWER TRANSFORMER POLE, 14 FT. SSE OF THE LINE
 DE2295'OF POLES, 39 FEET NE OF 2-FOOT BLACKGUM TREE, 2.0 FEET SE OF STEEL
 DE2295'WITNESS POST, DISKS STAMPED BARNEY 1932, MARKS WITH
 DE2295'THE UPPER PROJECTING 0.2 FOOT.
 DE2295'
 DE2295'R.M. STAMPED BARNEY NO 2 1932, PROJECTS 0.2 FOOT, IS 103.41
 DE2295'FEET (31.519 M) SSW IN AZIMUTH 28 DEG 17 MIN FROM STATION, AND
 DE2295'65-1/2 FEET S OF THE BLACKGUM TREE.
 DE2295'
 DE2295'R.M. STAMPED BARNEY NO. 3 1955, PROJECTS 0.5 FOOT, IS
 DE2295'161.93 FEET (49.356 M) NNE IN AZIMUTH 208 DEG 17 MIN FROM THE
 DE2295'STATION, 25 FEET NE OF CENTER LINE OF FARM ROAD, 1.3 FEET W OF STEEL
 DE2295'WITNESS POST, AND 1 FOOT NNW OF AN OLD FENCE LINE.
 DE2295
 DE2295                          STATION RECOVERY (1973)
 DE2295
 DE2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 DE2295'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 DE2295'MARKS WERE FOUND IN GOOD CONDITION.  NO SEARCH FOR THE AZIMUTH MARK
 DE2295'WAS MADE.  THE PROPERTY IS NOW OWNED BY MR. W.E. JONES.  THE 1955
 DE2295'RECOVERY NOTE IS ADEQUATE.
 DE2295'
 DE2295'TO REACH THE STATION FROM THE RAILROAD CROSSING IN MCBEAN, GO NORTH
 DE2295'ON STATE HIGHWAY 56 FOR 3.1 MILES TO A SIDE ROAD RIGHT, HORSESHOE
 DE2295'ROAD, TURN RIGHT AND GO 2.3 MILES TO BENNOCK ROAD ON THE RIGHT,
 DE2295'TURN SHARP RIGHT AND GO 0.5 MILE TO A LANE LEADING TO THE JONES
 DE2295'RESIDENCE, TURN LEFT AND GO 0.2 MILE TO THE JONES FARM HOUSE AND
 DE2295'THE STATION ABOUT 100 YARDS EAST OF THE HOUSE.
 DE2295'
 DE2295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 DE2295'SOUTH-SOUTHWEST OF AUGUSTA.
 DE2295
 DE2295                          STATION RECOVERY (1980)
 DE2295
 DE2295'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DE2295'THE STATION MARK, REFERENCE MARK 2, AND REFERENCE MARK 3 WERE
 DE2295'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 DE2295'A NEW AZIMUTH MARK 2 WAS SET.  THE DISTANCE AND DIRECTIONS TO
 DE2295'REFERENCE MARKS 2 AND 3 CHECKED PREVIOUS DATA.  A NEW DESCRIPTION
 DE2295'FOLLOWS.
 DE2295'THE STATION IS LOCATED ABOUT 17.2 KM (10-3/4 MI) EAST OF
 DE2295'HEPHZIBAH, 21 KM (13 MI) SOUTH-SOUTHEAST OF AUGUSTA, AND 24.2 KM
 DE2295'(15 MI) NORTH-NORTHEAST OF WAYNESBORO.
 DE2295'OWNERSHIP--WILLIAM JONES, TELEPHONE 404-793-9017.
 DE2295'
 DE2295'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 DE2295'ROUTE 56 CONNECTOR ABOUT 11 KM (7 MI) NORTHEAST OF HEPHZIBAH, GO
 DE2295'SOUTH ALONG STATE ROUTE 56 FOR 7.55 KM (4.7 MI) TO THE JUNCTION OF
 DE2295'PAVED COUNTY ROAD 17 (BENNOCH MILL ROAD) FORKING TO THE LEFT.
 DE2295'TURN LEFT GOING EAST-SOUTHEAST ALONG COUNTY ROAD 17 FOR 3.55 KM
 DE2295'(2.2 MI) TO THE JUNCTION OF COUNTY ROAD 19 (HORSESHOE ROAD)
 DE2295'FORKING TO THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD
 DE2295'17 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF A SAND ROAD TO THE
 DE2295'LEFT WITH A GATE.  TURN LEFT GOING EAST PASSING THROUGH THE GATE
 DE2295'FOR 0.3 KM (0.2 MI) TO MR. JONES HOUSE AND THE STATION ON THE LEFT
 DE2295'INSIDE A FENCE LOT.
 DE2295'
 DE2295'THE STATION IS A STANDARD CGS DISK
 DE2295'STAMPED---BARNEY 1932---,
 DE2295'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40.0 CM ON A SIDE
 DE2295'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2295'54.49 METERS (178.8 FT) NORTH-NORTHWEST FROM THE CENTER OF A GATE
 DE2295'ON THE SOUTH FENCELINE,
 DE2295'29.13 METERS (95.60 FT) SOUTH-SOUTHEAST FROM THE NORTH FENCELINE,
 DE2295'33.68 METERS (110.5 FT) WEST-SOUTHWEST FROM THE EAST FENCELINE,
 DE2295'AND
 DE2295'11.88 METERS (39.00 FT) NORTHEAST FROM A LONE TREE.
 DE2295'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 DE2295'STAMPED---BARNEY 1932---,
 DE2295'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DE2295'
 DE2295'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 DE2295'STAMPED---BARNEY NO 2 1932---,
 DE2295'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40.0 CM ON A SIDE
 DE2295'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2295'37.49 METERS (123.0 FT) NORTHWEST FROM THE GATE ON THE SOUTH
 DE2295'FENCELINE,
 DE2295'16.30 METERS (53.50 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER
 DE2295'OF AN OLD SHED, AND
 DE2295'0.30 METER (1.000 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DE2295'MARK IS LEVEL WITH STATION.
 DE2295'
 DE2295'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 DE2295'STAMPED---BARNEY NO 3 1955---,
 DE2295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DE2295'PROJECTING 15. CM ABOVE THE GROUND.  IT IS LOCATED
 DE2295'9.26 METERS (30.40 FT) EAST-NORTHEAST FROM THE EAST FENCELINE,
 DE2295'10.21 METERS (33.50 FT) EAST FROM THE FENCE CORNER, AND
 DE2295'0.39 METER (1.300 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2295'MARK IS LEVEL WITH STATION.
 DE2295'
 DE2295'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 DE2295'STAMPED---BARNEY 1932 1980---,
 DE2295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DE2295'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2295'12.03 METERS (39.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2295'COUNTY ROAD 17,
 DE2295'29.26 METERS (96.00 FT) NORTHWEST FROM A FENCE CORNER,
 DE2295'0.33 METER (1.100 FT) WEST-SOUTHWEST FROM THE FENCELINE, AND
 DE2295'0.83 METER (2.750 FT) WEST FROM A WITNESS POST.
 DE2295'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING WEST ALONG
 DE2295'THE SAND ROAD FOR 0.3 KM (0.2 MI) TO THE GATE AND THE JUNCTION
 DE2295'OF COUNTY ROAD 17 CROSSING.  TURN LEFT GOING SOUTH ALONG COUNTY
 DE2295'ROAD 17 FOR 0.15 KM (0.1 MI) TO THE MARK ON THE LEFT.
 DE2295'
 DE2295'NO MEASUREMENTS BETWEEN REFERENCE MARKS.
 DE2295'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2295'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2295'COUNTY GA. 1973.  REVISED DECEMBER 1973.
 DE2295
 DE2295                          STATION RECOVERY (2001)
 DE2295
 DE2295'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 DE2295'STATION IS LOCATED 7.7 MILES (12.4 KM) WEST SOUTHWEST OF JACKSON, SC,
 DE2295'12.7 MILES (20.4 KM) SOUTH SOUTHEAST OF AUGUSTA, GA.  OWNERSHIP--MR.
 DE2295'JONES, 849 BENNOCK MILL ROAD, AUGUSTA, GA 30815, PHONE 706-793-9017.
 DE2295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 (MIKE
 DE2295'PADGETT HIGHWAY) AND 56 LOOP (TOBACCO ROAD) , 7.3 MILES (11.7 KM)
 DE2295'SOUTH SOUTHWEST OF AUGUSTA, GO SOUTH SOUTHEAST ON HIGHWAY 56 FOR 4.7
 DE2295'MILES (7.6 KM) TO THE JUNCTION OF BENNOCK MILL ROAD LEFT, TURN LEFT ON
 DE2295'BENNOCK MILL ROAD FOR 2.25 MILES (3.62 KM) TO THE Y-JUNCTION OF
 DE2295'HORSESHOE AHEAD AND BENNOCK MILL ROAD BEARING LEFT, BEAR LEFT ON
 DE2295'BENNOCK MILL ROAD FOR 0.45 MILE (0.72 KM) TO THE JUNCTION OF BENNOCK
 DE2295'MILL LOOP RIGHT AND A SAND DRIVEWAY AND GATE LEFT, TURN LEFT PASSING
 DE2295'THROUGH THE GATE FOR 0.2 MILE (0.3 KM) TO MR.  JONES HOUSE AND THE
 DE2295'STATION ON THE LEFT IN A FENCED OPEN FIELD.  STATION IS A CONCRETE
 DE2295'POST PROJECTING 0.2 FOOT (6.1 CM) ABOVE THE FIELD, 103.3 FEET (31.5 M)
 DE2295'NORTHEAST OF REFERENCE MARK BARNEY RM 2, 161.9 FEET (49.3 M) SOUTH
 DE2295'SOUTHWEST OF REFERENCE MARK BARNEY RM 3, 151.3 FEET (46.1 M) SOUTH
 DE2295'SOUTHWEST OF A 1.7-FOOT PINE TREE WITH A SCGS REFERENCE WASHER
 DE2295'ATTACHED, 104.3 FEET (31.8 M) NORTHEAST OF A WITNESS POST.
 DE2295'NOTE-STATION IS NOT INTERVISIBLE WITH AZIMUTH MARK BARNEY AZ MK 2.
 DE2295'RECOVERED BY T.  HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2297 ***********************************************************************
 DE2297  DESIGNATION -  BARNEY AZ MK 2
 DE2297  PID         -  DE2297
 DE2297  STATE/COUNTY-  GA/RICHMOND
 DE2297  USGS QUAD   -  MECHANIC HILL (1981)
 DE2297
 DE2297                         *CURRENT SURVEY CONTROL
 DE2297  ___________________________________________________________________
 DE2297* NAD 83(1994)-  33 17 13.99755(N)    081 54 59.80851(W)     ADJUSTED  
 DE2297* NAVD 88     -        94.7    (meters)     311.     (feet)  VERTCON   
 DE2297  ___________________________________________________________________
 DE2297  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DE2297  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DE2297
 DE2297  HORZ ORDER  -  SECOND
 DE2297
 DE2297.The horizontal coordinates were established by classical geodetic methods
 DE2297.and adjusted by the National Geodetic Survey in September 1997..
 DE2297
 DE2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2297
 DE2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2297
 DE2297.The geoid height was determined by GEOID03.
 DE2297
 DE2297;                    North         East     Units Scale Factor Converg.
 DE2297;SPC GA E     -   364,480.973   223,289.966   MT  0.99990669   +0 08 14.1
 DE2297;SPC GA E     - 1,195,801.33    732,577.16   sFT  0.99990669   +0 08 14.1
 DE2297;UTM  17      - 3,683,503.799   414,650.842   MT  0.99968981   -0 30 11.2
 DE2297
 DE2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2297!SPC GA E     -   0.99998990  x   0.99990669  =   0.99989659
 DE2297!UTM  17      -   0.99998990  x   0.99968981  =   0.99967972
 DE2297
 DE2297                          SUPERSEDED SURVEY CONTROL
 DE2297
 DE2297  NAD 83(1986)-  33 17 14.00234(N)    081 54 59.80344(W) AD(       ) 2
 DE2297  NAD 27      -  33 17 13.49199(N)    081 55 00.38998(W) AD(       ) 2
 DE2297  NGVD 29 (07/19/86)   94.9    (m)          311.     (f) VERT ANG       
 DE2297
 DE2297.Superseded values are not recommended for survey control.
 DE2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2297.See file dsdata.txt to determine how the superseded data were derived.
 DE2297
 DE2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1465183504(NAD 83)
 DE2297_MARKER: DZ = AZIMUTH MARK DISK
 DE2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DE2297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2297
 DE2297  HISTORY     - Date     Condition        Report By
 DE2297  HISTORY     - 1980     MONUMENTED       GADT
 DE2297
 DE2297                          STATION DESCRIPTION
 DE2297
 DE2297'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DE2297'THE STATION IS LOCATED ABOUT 17.2 KM (10-3/4 MI) EAST OF
 DE2297'HEPHZIBAH, 21 KM (13 MI) SOUTH-SOUTHEAST OF AUGUSTA, AND
 DE2297'24.2 KM (15 MI) NORTH-NORTHEAST OF WAYNESBORO.
 DE2297'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DE2297'
 DE2297'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 DE2297'ROUTE 56 CONNECTOR ABOUT 11 KM (7 MI) NORTHEAST OF HEPHZIBAH, GO
 DE2297'SOUTH ALONG STATE ROUTE 56 FOR 7.55 KM (4.7 MI) TO THE JUNCTION OF
 DE2297'PAVED COUNTY ROAD 17 (BENNOCH MILL ROAD) FORKING TO THE LEFT.
 DE2297'TURN LEFT GOING EAST-SOUTHEAST ALONG COUNTY ROAD 17 FOR 3.55 KM
 DE2297'(2.2 MI) TO THE JUNCTION OF COUNTY ROAD 19 (HORSESHOE ROAD)
 DE2297'FORKING TO THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG COUNTY
 DE2297'ROAD 17 FOR 0.85 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 DE2297'
 DE2297'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 DE2297'STAMPED---BARNEY 1932 1980---,
 DE2297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DE2297'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2297'12.03 METERS (39.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2297'COUNTY ROAD 17,
 DE2297'29.26 METERS (96.00 FT) NORTHWEST FROM A FENCE CORNER,
 DE2297'0.33 METER (1.100 FT) WEST-SOUTHWEST FROM THE FENCELINE, AND
 DE2297'0.83 METER (2.750 FT) WEST FROM A WITNESS POST.
 DE2297'
 DE2297'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2297'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2170 ***********************************************************************
 EE2170  DESIGNATION -  BARRON
 EE2170  PID         -  EE2170
 EE2170  STATE/COUNTY-  GA/FLOYD
 EE2170  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2170
 EE2170                         *CURRENT SURVEY CONTROL
 EE2170  ___________________________________________________________________
 EE2170* NAD 83(1994)-  34 06 08.46833(N)    085 07 58.05591(W)     ADJUSTED  
 EE2170* NAVD 88     -       329.9    (meters)    1082.     (feet)  VERTCON   
 EE2170  ___________________________________________________________________
 EE2170  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 EE2170  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2170
 EE2170  HORZ ORDER  -  FIRST
 EE2170
 EE2170.The horizontal coordinates were established by classical geodetic methods
 EE2170.and adjusted by the National Geodetic Survey in September 1997..
 EE2170
 EE2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2170
 EE2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2170
 EE2170.The geoid height was determined by GEOID03.
 EE2170
 EE2170;                    North         East     Units Scale Factor Converg.
 EE2170;SPC GA W     -   455,277.210   610,859.123   MT  0.99999792   -0 32 30.2
 EE2170;SPC GA W     - 1,493,688.65  2,004,126.97   sFT  0.99999792   -0 32 30.2
 EE2170;UTM  16      - 3,775,078.558   672,236.816   MT  0.99996570   +1 02 49.7
 EE2170
 EE2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2170!SPC GA W     -   0.99995278  x   0.99999792  =   0.99995070
 EE2170!UTM  16      -   0.99995278  x   0.99996570  =   0.99991848
 EE2170
 EE2170|---------------------------------------------------------------------|
 EE2170| PID    Reference Object                     Distance      Geod. Az  |
 EE2170|                                                           dddmmss.s |
 EE2170| EE2182 ET 17 DA                             56.547 METERS 04822     |
 EE2170| CG5542 BARRON RM 1                          23.976 METERS 07340     |
 EE2170| CG5543 BARRON RM 2                          16.744 METERS 15927     |
 EE2170| CG5544 BARRON RM 3                                        3395317.0 |
 EE2170| EE2192 ROME SADDLE MTN STANDPIPE           APPROX.12.1 KM 3440730.9 |
 EE2170|---------------------------------------------------------------------|
 EE2170
 EE2170                          SUPERSEDED SURVEY CONTROL
 EE2170
 EE2170  NAD 83(1994)-  34 06 08.47170(N)    085 07 58.05749(W) AD(       ) 1
 EE2170  NAD 83(1986)-  34 06 08.47320(N)    085 07 58.05560(W) AD(       ) 1
 EE2170  NAD 27      -  34 06 08.11852(N)    085 07 58.24063(W) AD(       ) 1
 EE2170  NGVD 29 (07/19/86)  329.8    (m)         1082.     (f) VERT ANG       
 EE2170
 EE2170.Superseded values are not recommended for survey control.
 EE2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2170.See file dsdata.txt to determine how the superseded data were derived.
 EE2170
 EE2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7223775079(NAD 83)
 EE2170_MARKER: DS = TRIANGULATION STATION DISK
 EE2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2170
 EE2170  HISTORY     - Date     Condition        Report By
 EE2170  HISTORY     - 1972     MONUMENTED       NGS
 EE2170
 EE2170                          STATION DESCRIPTION
 EE2170
 EE2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2170'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF ROME, 9.5 MILES
 EE2170'NORTHEAST OF CEDARTOWN, 6 MILES NORTHWEST OF ARAGON AND ON
 EE2170'PROPERTY OWNED AND OCCUPIED BY MR. JACK BARRON.
 EE2170'
 EE2170'TO REACH FROM THE POST OFFICE IN ARAGON GO NORTHWEST ON STATE
 EE2170'ROUTE 101 FOR 5.3 MILES TO THE FLOYD COUNTY LINE.  CONTINUE
 EE2170'NORTHWEST FOR 1 MILE TO MR. JACK BARRONS DRIVEWAY AND MAILBOX
 EE2170'ON THE LEFT.  (TO REACH REFERENCE MARK 3, CONTINUE NORTHWEST FOR
 EE2170'1 MILE TO THE MARK ON THE LEFT ATOP A 6 FOOT HIGH EMBANKMENT).
 EE2170'TURN LEFT AND GO SOUTHWEST ON THE DRIVEWAY FOR 0.15 MILE TO MR.
 EE2170'BARRONS HOUSE AND THE STATION AS DESCRIBED.
 EE2170'
 EE2170'THE STATION MARKS ARE STANDARD DISKS STAMPED BARRON 1972.  THE
 EE2170'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2170'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 84.5
 EE2170'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 79.5 FEET
 EE2170'WEST-SOUTHWEST OF A UTILITY POLE, 56 FEET NORTH-NORTHWEST OF A
 EE2170'UTILITY POLE WITH TRANSFORMER AND 17 FEET SOUTH OF THE SOUTHWEST
 EE2170'CORNER OF A YARD FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP
 EE2170'OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 42 INCHES
 EE2170'BELOW THE GROUND SURFACE.
 EE2170'
 EE2170'REFERENCE MARK 1, A STANDARD DISK STAMPED BARRON NO 1 1972, IS
 EE2170'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2170'IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.2 FEET NORTHEAST OF
 EE2170'THE POLE WITH TRANSFORMER, 74.5 FEET EAST OF THE FENCE CORNER,
 EE2170'70 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE AND 1.2
 EE2170'FEET SOUTH-SOUTHWEST OF THE UTILITY POLE.
 EE2170'
 EE2170'REFERENCE MARK 2, A STANDARD DISK STAMPED BARRON NO 2 1972, IS
 EE2170'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2170'IS FLUSH WITH THE GROUND SURFACE.  IT IS 94 FEET SOUTH-SOUTHWEST
 EE2170'OF THE UTILITY POLE, 71 FEET SOUTH-SOUTHEAST OF THE FENCE CORNER
 EE2170'AND 1 FOOT NORTHWEST OF THE POLE WITH TRANSFORMER.
 EE2170'
 EE2170'REFERENCE MARK 3, A STANDARD DISK STAMPED BARRON NO 3 1972, IS
 EE2170'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2170'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET WEST
 EE2170'OF THE ROAD CENTER, 3.5 FEET EAST OF A FENCE AND 2.5 FEET
 EE2170'NORTHEAST OF A METAL WITNESS POST.
 EE2170'
 EE2170'ET 17 DA, A U.S. GEOLOGICAL SURVEY DISK STAMPED ET 17 DA 1964,
 EE2170'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 EE2170'RAMP WHICH LEADS TO A CAR PORT AT THE EAST END OF THE HOUSE.
 EE2170'
 EE2170'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1469 ***********************************************************************
 DF1469  DESIGNATION -  BARROW
 DF1469  PID         -  DF1469
 DF1469  STATE/COUNTY-  GA/JEFFERSON
 DF1469  USGS QUAD   -  MATTHEWS (1950)
 DF1469
 DF1469                         *CURRENT SURVEY CONTROL
 DF1469  ___________________________________________________________________
 DF1469* NAD 83(1994)-  33 11 49.09915(N)    082 16 30.97688(W)     ADJUSTED  
 DF1469* NAVD 88     -       119.7    (meters)     393.     (feet)  VERTCON   
 DF1469  ___________________________________________________________________
 DF1469  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DF1469  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DF1469
 DF1469  HORZ ORDER  -  FIRST
 DF1469
 DF1469.The horizontal coordinates were established by classical geodetic methods
 DF1469.and adjusted by the National Geodetic Survey in September 1997..
 DF1469
 DF1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1469
 DF1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1469
 DF1469.The geoid height was determined by GEOID03.
 DF1469
 DF1469;                    North         East     Units Scale Factor Converg.
 DF1469;SPC GA E     -   354,449.868   189,874.165   MT  0.99990126   -0 03 34.1
 DF1469;SPC GA E     - 1,162,890.94    622,945.49   sFT  0.99990126   -0 03 34.1
 DF1469;UTM  17      - 3,673,847.994   381,130.914   MT  0.99977421   -0 41 53.9
 DF1469
 DF1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1469!SPC GA E     -   0.99998582  x   0.99990126  =   0.99988708
 DF1469!UTM  17      -   0.99998582  x   0.99977421  =   0.99976003
 DF1469
 DF1469|---------------------------------------------------------------------|
 DF1469| PID    Reference Object                     Distance      Geod. Az  |
 DF1469|                                                           dddmmss.s |
 DF1469| DF1474 BARROW 1935 RM 4                    363.806 METERS 01023     |
 DF1469| DF1473 BARROW 1935 AZ MK                   344.334 METERS 01157     |
 DF1469| DF2822 BARROW RM 3                          28.691 METERS 21124     |
 DF1469| DF2821 BARROW RM 2                          28.057 METERS 21148     |
 DF1469| DF2820 BARROW RM 1                          30.401 METERS 35744     |
 DF1469|---------------------------------------------------------------------|
 DF1469
 DF1469                          SUPERSEDED SURVEY CONTROL
 DF1469
 DF1469  NAD 83(1986)-  33 11 49.10367(N)    082 16 30.97322(W) AD(       ) 1
 DF1469  NAD 27      -  33 11 48.58000(N)    082 16 31.52900(W) AD(       ) 1
 DF1469  NGVD 29 (07/19/86)  119.9    (m)          393.     (f) VERT ANG       
 DF1469
 DF1469.Superseded values are not recommended for survey control.
 DF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1469.See file dsdata.txt to determine how the superseded data were derived.
 DF1469
 DF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8113173848(NAD 83)
 DF1469_MARKER: DS = TRIANGULATION STATION DISK
 DF1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1469
 DF1469  HISTORY     - Date     Condition        Report By
 DF1469  HISTORY     - 1935     MONUMENTED       CGS
 DF1469  HISTORY     - 1954     GOOD             CGS
 DF1469  HISTORY     - 1980     GOOD             GADT
 DF1469
 DF1469                          STATION DESCRIPTION
 DF1469
 DF1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1469'ABOUT 6-1/2 MILES SOUTHEAST OF WRENS, 4-3/4 MILES NORTHWEST OF ST.
 DF1469'CLAIR, 55.7 FEET NORTHEAST OF NORTHWEST CORNER OF HOUSE ON EXTENSION
 DF1469'OF WEST FACE, 54.8 FEET NORTHWEST OF WATER PUMP, 31 FEET WEST OF
 DF1469'NORTHWEST CORNER OF CHICKEN COOP AND 20 FEET EAST OF CENTER LINE OF
 DF1469'FIELD ROAD.  TO REACH FROM POST OFFICE AT MATTHEWS, GO EAST ON DIRT
 DF1469'ROAD FOR 0.3 MILE TO BRICK SCHOOLHOUSE.  TURN RIGHT AT Y IN FRONT
 DF1469'OF SCHOOL AND GO 1.85 MILES TO DIM T-ROAD (OPPOSITE CABIN ON LEFT).
 DF1469'TURN RIGHT AND GO 0.15 MILE TO HOME OF MRS. J.A. BARROW.  CONTINUE
 DF1469'SOUTHWEST ON FIELD ROAD FOR 0.25 MILE TO TENANTS HOUSE ON LEFT AND
 DF1469'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 DF1469'CONCRETE.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 DF1469'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 DF1469'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS 4 YARDS WEST OF CENTER
 DF1469'LINE OF ROAD, 3 FEET SOUTHWEST OF TELEPHONE POLE AND 99.62 FEET
 DF1469'NORTH OF STATION N 2 DEG 14 MIN W.  NO. 2 IS 12 YARDS WEST
 DF1469'OF SOUTHWEST CORNER OF HOUSE, 3 YARDS WEST OF CENTER LINE OF ROAD,
 DF1469'2 FEET NORTH OF TELEPHONE POLE AND 92.05 FEET SOUTHWEST OF STATION
 DF1469'S 31 DEG 48 MIN W.  AZIMUTH MARK IS 33 YARDS NORTHWEST OF
 DF1469'NORTHWEST CORNER OF WEST PORCH OF MRS. J.A. BARROWS HOUSE, 12
 DF1469'YARDS SOUTH-SOUTHEAST OF 24-INCH CHINABERRY TREE, 2 YARDS WEST OF
 DF1469'16-INCH MULBERRY TREE AND 0.25 MILE NORTH-NORTHEAST OF STATION
 DF1469'N 11 DEG 58 MIN E.
 DF1469
 DF1469                          STATION RECOVERY (1954)
 DF1469
 DF1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1469'RECOVERED ALL MARKS IN GOOD CONDITION, AND ESSENTIALLY AS ORIGINALLY
 DF1469'DESCRIBED.
 DF1469'
 DF1469'BARROW 1935, SO STAMPED, FLUSH WITH THE GROUND, IS
 DF1469'ABOUT 6 MI. E OF WRENS, ABOUT 2 MI. SE OF MATTHEWS, ON PROPERTY OF
 DF1469'J.E. BARROW, IN A PLUM THICKET AT THE TENANT HOUSEPLACE, 83 FT. N
 DF1469'OF A 30-IN. CHINA TREE, 54 FT. N OF THE NW CORNER OF THE BRICK
 DF1469'CHIMNEY OF THE TENANT HOUSE, AND 28.5 FT. E OF THE LINE OF POWER
 DF1469'POLES.
 DF1469'
 DF1469'BARROW NO 1 1935, SO STAMPED, PROJECTING 3 IN., IS 99.62
 DF1469'FT. N 2 DEG 14 MIN W FROM THE STATION, ABOUT 18 FT. NW
 DF1469'OF THE CENTER OF THE FARM ROAD, AND 2 FT. SW OF A CREOSOTED POWER
 DF1469'POLE.
 DF1469'
 DF1469'BARROW NO 2 1935, SO STAMPED, PROJECTING 4 IN., IS 92.12
 DF1469'FT. (MEASURED AS 92.05 FT. IN 1935) S 31 DEG 48 MIN W FROM
 DF1469'THE STATION, AND 5 FT. NE OF POWER POLE.
 DF1469'
 DF1469'BARROW AZI 1935, SO STAMPED, PROJECTING 4 IN., IS ABOUT
 DF1469'0.25 MI. N 11 DEG 58 MIN E FROM THE STATION, IN
 DF1469'THE NW CORNER OF THE LAWN OF THE BARROW HOME, 13 FT. E OF THE CENTER
 DF1469'OF THE ASPHALT DRIVEWAY, 53.5 FT. N OF THE PROJECTED PLANE OF THE N
 DF1469'WALL OF THE HOUSE, AND 32.5 FT. S OF A 36-IN. CHINA TREE.
 DF1469'
 DF1469'TO REACH FROM THE PRINCIPAL CROSSROADS AT THE POST OFFICE IN
 DF1469'MATTHEWS, GO SE ON A PAVED ROAD FOR 2.2 MI. AND TURN RIGHT ONTO THE
 DF1469'ASPHALT DRIVEWAY, THENCE S FOR 0.1 MI. TO THE AZIMUTH MARK AND THE
 DF1469'BARROW HOME ON THE LEFT, THENCE 0.25 MI.  TO THE STATION.
 DF1469
 DF1469                          STATION RECOVERY (1980)
 DF1469
 DF1469'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1469'STATION MARK WAS FOUND KNOCKED OUT, UNDERGROUND MARK WAS
 DF1469'RECOVERED IN GOOD CONDITION, RM 1 WAS FOUND LEANING SLIGHTLY, RM 2
 DF1469'WAS FOUND WITH TOP KNOCKED OFF, AZIMUTH MARK WAS RECOVERED IN GOOD
 DF1469'CONDITION BUT IT IS OBSTRUCTED FROM THE STATION, BUT IT WAS
 DF1469'OBSERVED FROM RM 4 FOR POSITION.  RM 3 AND RM 4 WERE ESTABLISHED.
 DF1469'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) EAST-SOUTHEAST
 DF1469'OF MATTHEWS, 12.5 KM (7-3/4 MI) SOUTH-SOUTHWEST OF BLYTHE, AND
 DF1469'10 KM (6-3/4 MI) EAST OF WRENS ON THE PROPERTY OF J.E. BARROW.
 DF1469'TELEPHONE NUMBER 404-547-6591.
 DF1469'
 DF1469'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1469'COUNTY ROAD 92139 IN MATTHEWS, GO EAST ALONG STATE ROUTE 88
 DF1469'FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF GRAVEL COUNTY ROAD 17
 DF1469'FORKING TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 88
 DF1469'FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT
 DF1469'ACCROSS FROM A POWER POLE NUMBERED 601.  TURN RIGHT GOING SOUTH
 DF1469'ALONG THE DRIVEWAY FOR 0.25 KM (0.15 MI) TO THE AZIMUTH MARK ON
 DF1469'THE SOUTH SIDE AND REFERENCE MARK 4 ON THE NORTH SIDE OF ANOTHER
 DF1469'DRIVEWAY TO THE LEFT.  CONTINUE GOING SOUTH ALONG THE DRIVEWAY
 DF1469'PASSING BETWEEN AN OLD BARN AND A METAL SHED FOR 0.3 KM (0.2 MI)
 DF1469'TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT.  CONTINUE GOING
 DF1469'SOUTH ALONG THE DRIVEWAY FOR 0.08 KM (0.05 MI) TO THE STATION
 DF1469'ON THE LEFT.
 DF1469'
 DF1469'THE STATION IS A STANDARD NGS DISK
 DF1469'STAMPED---BARROW 1935 1980---,
 DF1469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1469'FLUSH WITH GROUND.  IT IS LOCATED
 DF1469'5.94 METERS (19.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1469'THE FIELD ROAD,
 DF1469'28.30 METERS (93.00 FT) NORTHEAST FROM A WITNESS POST,
 DF1469'29.56 METERS (97.00 FT) NORTHEAST FROM A POWER POLE,
 DF1469'31.27 METERS (102.6 FT) SOUTH FROM ANOTHER POWER POLE, AND
 DF1469'12.95 METERS (42.50 FT) NORTH FROM THE LAST PECAN TREE OF A ROW
 DF1469'OF PECAN TREES.
 DF1469'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 DF1469'STAMPED---BARROW 1935---,
 DF1469'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 DF1469'
 DF1469'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 DF1469'STAMPED---BARROW NO 1 1935---,
 DF1469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1469'PROJECTING 28 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1469'4.58 METERS (15.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1469'FIELD ROAD,
 DF1469'0.91 METER (3.00 FT) SOUTH-SOUTHWEST FROM THE POWER POLE,
 DF1469'8.99 METERS (29.50 FT) EAST FROM A ROW OF PECAN TREES, AND
 DF1469'56.18 METERS (184.3 FT) NORTH FROM A WITNESS POST.
 DF1469'MARK IS LEVEL WITH STATION.
 DF1469'
 DF1469'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 DF1469'STAMPED---BARROW 1935 NO 3 1980---,
 DF1469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1469'FLUSH WITH GROUND.  IT IS LOCATED
 DF1469'2.9 METERS (9.50 FT) WEST FROM THE CENTERLINE OF THE FIELD ROAD,
 DF1469'0.91 METER (3.00 FT) NORTH-NORTHEAST FROM THE POWER POLE,
 DF1469'0.45 METER (1.50 FT) SOUTH-SOUTHEAST FROM A WITNESS POST, AND
 DF1469'9.10 METERS (30.00 FT) EAST FROM THE ROW OF PECAN TREES.
 DF1469'MARK IS LEVEL WITH STATION.
 DF1469'
 DF1469'REFERENCE MARK 4 IS A STANDARD NGS DISK
 DF1469'STAMPED---BARROW NO 4 1980---,
 DF1469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1469'FLUSH WITH GROUND.  IT IS LOCATED
 DF1469'43.00 METERS (141.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 DF1469'HOUSE,
 DF1469'5.64 METERS (18.50 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 DF1469'0.68 METER (2.20 FT) WEST FROM A POWER POLE, AND
 DF1469'12.19 METERS (40.00 FT) NORTH-NORTHEAST FROM THE POINT OF
 DF1469'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE
 DF1469'HOUSE.
 DF1469'
 DF1469'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 DF1469'STAMPED---BARROW AZ 1 1935---,
 DF1469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1469'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1469'21.85 METERS (71.70 FT) SOUTH FROM THE POWER POLE,
 DF1469'28.35 METERS (93.00 FT) WEST FROM THE NORTHWEST CORNER OF THE
 DF1469'HOUSE,
 DF1469'4.28 METERS (14.00 FT) EAST FROM THE CENTERLINE OF THE ROAD, AND
 DF1469'9.75 METERS (32.00 FT) SOUTH-SOUTHEAST FROM THE POINT OF
 DF1469'INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE DRIVEWAY.
 DF1469'
 DF1469'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 DF1469'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1469'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1473 ***********************************************************************
 DF1473  DESIGNATION -  BARROW 1935 AZ MK
 DF1473  PID         -  DF1473
 DF1473  STATE/COUNTY-  GA/JEFFERSON
 DF1473  USGS QUAD   -  MATTHEWS (1950)
 DF1473
 DF1473                         *CURRENT SURVEY CONTROL
 DF1473  ___________________________________________________________________
 DF1473* NAD 83(1994)-  33 12 00.03358(N)    082 16 28.22300(W)     ADJUSTED  
 DF1473* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 DF1473  ___________________________________________________________________
 DF1473  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DF1473  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DF1473
 DF1473  HORZ ORDER  -  SECOND
 DF1473
 DF1473.The horizontal coordinates were established by classical geodetic methods
 DF1473.and adjusted by the National Geodetic Survey in September 1997..
 DF1473
 DF1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1473
 DF1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1473
 DF1473.The geoid height was determined by GEOID03.
 DF1473
 DF1473;                    North         East     Units Scale Factor Converg.
 DF1473;SPC GA E     -   354,786.627   189,945.834   MT  0.99990125   -0 03 32.6
 DF1473;SPC GA E     - 1,163,995.79    623,180.62   sFT  0.99990125   -0 03 32.6
 DF1473;UTM  17      - 3,674,183.890   381,206.325   MT  0.99977399   -0 41 52.6
 DF1473
 DF1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1473!SPC GA E     -   0.99998593  x   0.99990125  =   0.99988718
 DF1473!UTM  17      -   0.99998593  x   0.99977399  =   0.99975992
 DF1473
 DF1473                          SUPERSEDED SURVEY CONTROL
 DF1473
 DF1473  NAD 83(1986)-  33 12 00.03785(N)    082 16 28.21927(W) AD(       ) 2
 DF1473  NAD 27      -  33 11 59.51487(N)    082 16 28.77542(W) AD(       ) 2
 DF1473  NGVD 29 (07/19/86)  119.2    (m)          391.     (f) VERT ANG       
 DF1473
 DF1473.Superseded values are not recommended for survey control.
 DF1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1473.See file dsdata.txt to determine how the superseded data were derived.
 DF1473
 DF1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8120674184(NAD 83)
 DF1473_MARKER: DZ = AZIMUTH MARK DISK
 DF1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1473+STABILITY: SURFACE MOTION
 DF1473
 DF1473  HISTORY     - Date     Condition        Report By
 DF1473  HISTORY     - 1980     MONUMENTED       GADT
 DF1473
 DF1473                          STATION DESCRIPTION
 DF1473
 DF1473'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1473'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) EAST-SOUTHEAST
 DF1473'OF MATTHEWS, 12.1 KM (7-1/2 MI) SOUTH-SOUTHWEST OF BLYTHE, AND
 DF1473'11 KM (6-3/4 MI) EAST OF WRENS ON THE PROPERTY OF J.E. BARROW.
 DF1473'TELEPHONE NUMBER 404-547-6591.
 DF1473'
 DF1473'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1473'COUNTY ROAD 92139 IN MATTHEWS, GO EAST ALONG STATE ROUTE 88
 DF1473'FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF GRAVEL COUNTY ROAD 17
 DF1473'FORKING TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 88
 DF1473'FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT
 DF1473'ACCROSS FROM A POWER POLE NUMBERED 601.  TURN RIGHT GOING SOUTH
 DF1473'ALONG THE DRIVEWAY FOR 0.25 KM (0.15 MI) TO THE STATION ON
 DF1473'THE SOUTH SIDE OF ANOTHER
 DF1473'DRIVEWAY TO THE LEFT.
 DF1473'
 DF1473'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 DF1473'STAMPED---BARROW AZ 1 1935---,
 DF1473'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1473'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1473'21.85 METERS (71.70 FT) SOUTH FROM THE POWER POLE,
 DF1473'28.35 METERS (93.00 FT) WEST FROM THE NORTHWEST CORNER OF THE
 DF1473'HOUSE,
 DF1473'4.28 METERS (14.00 FT) EAST FROM THE CENTERLINE OF THE ROAD, AND
 DF1473'9.75 METERS (32.00 FT) SOUTH-SOUTHEAST FROM THE POINT OF
 DF1473'INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE DRIVEWAY.
 DF1473'
 DF1473'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1473'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1057 ***********************************************************************
 BR1057  DESIGNATION -  BARSONS
 BR1057  PID         -  BR1057
 BR1057  STATE/COUNTY-  GA/CHATHAM
 BR1057  USGS QUAD   -  RACCOON KEY (1985)
 BR1057
 BR1057                         *CURRENT SURVEY CONTROL
 BR1057  ___________________________________________________________________
 BR1057* NAD 83(1994)-  31 51 55.96253(N)    081 01 12.32230(W)     ADJUSTED  
 BR1057* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1057  ___________________________________________________________________
 BR1057  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1057  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 BR1057
 BR1057  HORZ ORDER  -  SECOND
 BR1057
 BR1057.The horizontal coordinates were established by classical geodetic methods
 BR1057.and adjusted by the National Geodetic Survey in September 1997..
 BR1057
 BR1057.The orthometric height was scaled from a topographic map.
 BR1057
 BR1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1057
 BR1057.The geoid height was determined by GEOID03.
 BR1057
 BR1057;                    North         East     Units Scale Factor Converg.
 BR1057;SPC GA E     -   207,382.389   308,493.863   MT  1.00004512   +0 36 19.3
 BR1057;SPC GA E     -   680,387.05  1,012,116.95   sFT  1.00004512   +0 36 19.3
 BR1057;UTM  17      - 3,525,532.721   498,099.673   MT  0.99960004   -0 00 38.2
 BR1057
 BR1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1057!SPC GA E     -   1.00000494  x   1.00004512  =   1.00005006
 BR1057!UTM  17      -   1.00000494  x   0.99960004  =   0.99960498
 BR1057
 BR1057|---------------------------------------------------------------------|
 BR1057| PID    Reference Object                     Distance      Geod. Az  |
 BR1057|                                                           dddmmss.s |
 BR1057| BR1671 BARSONS RM 2                         17.372 METERS 04647     |
 BR1057| BR1670 BARSONS RM 1                          9.620 METERS 04647     |
 BR1057| BR1068 LAND                                APPROX. 5.5 KM 2104907.6 |
 BR1057|---------------------------------------------------------------------|
 BR1057
 BR1057                          SUPERSEDED SURVEY CONTROL
 BR1057
 BR1057  NAD 83(1986)-  31 51 55.97897(N)    081 01 12.33790(W) AD(       ) 2
 BR1057  NAD 27      -  31 51 55.17900(N)    081 01 12.96200(W) AD(       ) 2
 BR1057
 BR1057.Superseded values are not recommended for survey control.
 BR1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1057.See file dsdata.txt to determine how the superseded data were derived.
 BR1057
 BR1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9810025533(NAD 83)
 BR1057_MARKER: DB = BENCH MARK DISK
 BR1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BR1057
 BR1057  HISTORY     - Date     Condition        Report By
 BR1057  HISTORY     - 1934     MONUMENTED       CGS
 BR1057  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1057  HISTORY     - 1974     MARK NOT FOUND   NGS
 BR1057
 BR1057                          STATION DESCRIPTION
 BR1057
 BR1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1057'STATION IS ON THE MOST SOUTHERN POINT OF PIERCE ISLAND, ABOUT
 BR1057'1/4 MI. E OF CURTIS CREEK.  THE STATION IS MARKED WITH STANDARD
 BR1057'BENCH MARK, WITH CROSS AS CENTER.  SET IN 10 IN X 2 FT - 3 IN
 BR1057'COLUMN OF CONCRETE.  THE SUBSURFACE MARK IS THE SAME AS THE
 BR1057'SURFACE.  THE REFERENCE MARKS ARE STANDARD R.M. IN 10 IN X
 BR1057'2 FT - 0 IN COLUMN OF CONCRETE.  THEY ARE IN RANGE AS SHOWN
 BR1057'IN SKETCH.
 BR1057
 BR1057                          STATION RECOVERY (1965)
 BR1057
 BR1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1057'LOST.  THE STATION AND R.M.S WERE NOT FOUND AFTER A THOROUGH
 BR1057'SEARCH.  THERE ARE NO GOOD REFERENCE MEASUREMENTS.  STATION
 BR1057'MAY BE INTACT.
 BR1057
 BR1057                          STATION RECOVERY (1974)
 BR1057
 BR1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1057'LOST.  THE STATION AND REFERENCE MARKS WERE NOT FOUND AFTER A
 BR1057'THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1966 ***********************************************************************
 CL1966  DESIGNATION -  BARTOW BRYANTS GIN TANK
 CL1966  PID         -  CL1966
 CL1966  STATE/COUNTY-  GA/JEFFERSON
 CL1966  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1966
 CL1966                         *CURRENT SURVEY CONTROL
 CL1966  ___________________________________________________________________
 CL1966* NAD 83(1994)-  32 52 43.62467(N)    082 28 22.98009(W)     ADJUSTED  
 CL1966* NAVD 88     -                                                        
 CL1966  ___________________________________________________________________
 CL1966  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CL1966  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CL1966
 CL1966  HORZ ORDER  -  THIRD
 CL1966
 CL1966.The horizontal coordinates were established by classical geodetic methods
 CL1966.and adjusted by the National Geodetic Survey in September 1997..
 CL1966
 CL1966
 CL1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1966
 CL1966.The geoid height was determined by GEOID03.
 CL1966
 CL1966;                    North         East     Units Scale Factor Converg.
 CL1966;SPC GA E     -   319,201.144   171,331.213   MT  0.99991013   -0 09 58.8
 CL1966;SPC GA E     - 1,047,245.75    562,109.15   sFT  0.99991013   -0 09 58.8
 CL1966;UTM  17      - 3,638,810.881   362,199.665   MT  0.99983414   -0 47 59.2
 CL1966
 CL1966                          SUPERSEDED SURVEY CONTROL
 CL1966
 CL1966  NAD 83(1986)-  32 52 43.62868(N)    082 28 22.97839(W) AD(       ) 4
 CL1966  NAD 27      -  32 52 43.06536(N)    082 28 23.51392(W) AD(       ) 3
 CL1966
 CL1966.Superseded values are not recommended for survey control.
 CL1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1966.See file dsdata.txt to determine how the superseded data were derived.
 CL1966
 CL1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6220038811(NAD 83)
 CL1966_MARKER: 53 = ELEVATED TANK
 CL1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1966
 CL1966  HISTORY     - Date     Condition        Report By
 CL1966  HISTORY     - 1978     FIRST OBSERVED   NGS
 CL1966
 CL1966                          STATION DESCRIPTION
 CL1966
 CL1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1966'THE STATION IS THE BALL, TOP CENTER, OF THE BARTOW BRYANTS GIN
 CL1966'TANK.  IT IS A CONICAL SHAPED TOP WATER TANK, SILVER IN COLOR
 CL1966'WITH BRANTS GIN BARSTOW GA. PAINTED ON THE SIDE AND A LIGHT ATOP.
 CL1966'IT HAS FOUR I-BEAM CONSTRUCTED LEGS, APPROXIMATELY 100 FEET
 CL1966'IN HEIGHT AND OWNED BY THE BARTOW BRYANTS GIN COMPANY.
 CL1966'
 CL1966'THE STATION IS LOCATED ON THE EXTENDED LINE OF SPIER STREET, 100 FEET
 CL1966'100 FEET SOUTH
 CL1966'OF WADLEY ROAD AT THE EAST END OF THE TOWN OF WADLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1965 ***********************************************************************
 CL1965  DESIGNATION -  BARTOW MUN TANK
 CL1965  PID         -  CL1965
 CL1965  STATE/COUNTY-  GA/JEFFERSON
 CL1965  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1965
 CL1965                         *CURRENT SURVEY CONTROL
 CL1965  ___________________________________________________________________
 CL1965* NAD 83(1994)-  32 52 52.81459(N)    082 28 16.59344(W)     ADJUSTED  
 CL1965* NAVD 88     -                                                        
 CL1965  ___________________________________________________________________
 CL1965  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CL1965  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CL1965
 CL1965  HORZ ORDER  -  THIRD
 CL1965
 CL1965.The horizontal coordinates were established by classical geodetic methods
 CL1965.and adjusted by the National Geodetic Survey in September 1997..
 CL1965
 CL1965
 CL1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1965
 CL1965.The geoid height was determined by GEOID03.
 CL1965
 CL1965;                    North         East     Units Scale Factor Converg.
 CL1965;SPC GA E     -   319,483.743   171,498.033   MT  0.99991001   -0 09 55.3
 CL1965;SPC GA E     - 1,048,172.91    562,656.46   sFT  0.99991001   -0 09 55.3
 CL1965;UTM  17      - 3,639,091.597   362,369.587   MT  0.99983356   -0 47 56.0
 CL1965
 CL1965                          SUPERSEDED SURVEY CONTROL
 CL1965
 CL1965  NAD 83(1986)-  32 52 52.81866(N)    082 28 16.59194(W) AD(       ) 4
 CL1965  NAD 27      -  32 52 52.25686(N)    082 28 17.12881(W) AD(       ) 3
 CL1965
 CL1965.Superseded values are not recommended for survey control.
 CL1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1965.See file dsdata.txt to determine how the superseded data were derived.
 CL1965
 CL1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6237039092(NAD 83)
 CL1965_MARKER: 53 = ELEVATED TANK
 CL1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1965
 CL1965  HISTORY     - Date     Condition        Report By
 CL1965  HISTORY     - 1978     FIRST OBSERVED   NGS
 CL1965
 CL1965                          STATION DESCRIPTION
 CL1965
 CL1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1965'THE STATION IS THE APEX OF VENT, OF THE BARTOW MUNICIPAL TANK.
 CL1965'IT HAS A DOME SHAPED TOP WITH FOUR TUBULAR STEEL LEGS, PALE
 CL1965'GREEN IN COLOR, APPROXIMATELY 110 FEET IN HEIGHT AND OWNED
 CL1965'BY THE CITY OF BARTOW.
 CL1965'
 CL1965'THE STATION IS LOCATED 0.05 MILE WEST OF ACADAMEY CIRCLE, BEHIND
 CL1965'THE BARTOW ACADEMY, IN THE NORTHEAST PART OF THE TOWN OF
 CL1965'BARTOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2175 ***********************************************************************
 CL2175  DESIGNATION -  BARTOW SOU RWY MICROWAVE
 CL2175  PID         -  CL2175
 CL2175  STATE/COUNTY-  GA/WASHINGTON
 CL2175  USGS QUAD   -  DAVISBORO (1974)
 CL2175
 CL2175                         *CURRENT SURVEY CONTROL
 CL2175  ___________________________________________________________________
 CL2175* NAD 83(1994)-  32 52 39.39606(N)    082 31 33.23168(W)     ADJUSTED  
 CL2175* NAVD 88     -                                                        
 CL2175  ___________________________________________________________________
 CL2175  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CL2175  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CL2175
 CL2175  HORZ ORDER  -  THIRD
 CL2175
 CL2175.The horizontal coordinates were established by classical geodetic methods
 CL2175.and adjusted by the National Geodetic Survey in September 1997..
 CL2175
 CL2175
 CL2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2175
 CL2175.The geoid height was determined by GEOID03.
 CL2175
 CL2175;                    North         East     Units Scale Factor Converg.
 CL2175;SPC GA E     -   319,086.482   166,385.703   MT  0.99991393   -0 11 42.0
 CL2175;SPC GA E     - 1,046,869.57    545,883.76   sFT  0.99991393   -0 11 42.0
 CL2175;UTM  17      - 3,638,750.907   357,253.533   MT  0.99985125   -0 49 42.5
 CL2175
 CL2175                          SUPERSEDED SURVEY CONTROL
 CL2175
 CL2175  NAD 83(1986)-  32 52 39.40024(N)    082 31 33.22966(W) AD(       ) 4
 CL2175  NAD 27      -  32 52 38.83557(N)    082 31 33.76030(W) AD(       ) 3
 CL2175
 CL2175.Superseded values are not recommended for survey control.
 CL2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2175.See file dsdata.txt to determine how the superseded data were derived.
 CL2175
 CL2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5725438751(NAD 83)
 CL2175_MARKER: 45 = MICROWAVE TOWER
 CL2175_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2175
 CL2175  HISTORY     - Date     Condition        Report By
 CL2175  HISTORY     - 1978     FIRST OBSERVED   NGS
 CL2175
 CL2175                          STATION DESCRIPTION
 CL2175
 CL2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL2175'THE STATION IS THE LIGHT, TOP NOT CENTER, OF THE BARTOW SOUTHERN
 CL2175'RAILROAD MICROWAVE.  IT IS A SKELETON STEEL TOWER, WITH TWO
 CL2175'DISHES AT THE TOP, 2 REFLECTORS NEAR THE TOP, RED AND WHITE IN
 CL2175'COLOR, WITH 3 TUBULAR STEEL LEGS, APPROXIMATELY 175 FEET IN
 CL2175'HEIGHT AND OWNED BY THE SOUTHERN RAILROAD.
 CL2175'
 CL2175'THE STATION IS LOCATED 0.7 MILE WEST OF THE JEFFERSON COUNTY LINE,
 CL2175'AT MILEPOST 19 ON STATE HIGHWAY 242 AND 100 FEET SOUTH OF HIGHWAY
 CL2175'242.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4140 ***********************************************************************
 CK4140  DESIGNATION -  BASCOM
 CK4140  PID         -  CK4140
 CK4140  STATE/COUNTY-  GA/SCREVEN
 CK4140  USGS QUAD   -  SYLVANIA NORTH (1978)
 CK4140
 CK4140                         *CURRENT SURVEY CONTROL
 CK4140  ___________________________________________________________________
 CK4140* NAD 83(1994)-  32 50 25.44857(N)    081 38 02.86472(W)     ADJUSTED  
 CK4140* NAVD 88     -        71.1    (meters)     233.     (feet)  VERTCON   
 CK4140  ___________________________________________________________________
 CK4140  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CK4140  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CK4140
 CK4140  HORZ ORDER  -  FIRST
 CK4140
 CK4140.The horizontal coordinates were established by classical geodetic methods
 CK4140.and adjusted by the National Geodetic Survey in September 1997..
 CK4140
 CK4140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4140
 CK4140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4140
 CK4140.The geoid height was determined by GEOID03.
 CK4140
 CK4140;                    North         East     Units Scale Factor Converg.
 CK4140;SPC GA E     -   315,028.931   249,852.068   MT  0.99993063   +0 17 19.7
 CK4140;SPC GA E     - 1,033,557.42    819,722.99   sFT  0.99993063   +0 17 19.7
 CK4140;SPC SC       -   111,867.029   550,238.593   MT  0.99989748   -0 21 05.6
 CK4140;SPC SC       -   367,017.81  1,805,244.73   iFT  0.99989748   -0 21 05.6
 CK4140;UTM  17      - 3,633,772.260   440,655.379   MT  0.99964342   -0 20 38.0
 CK4140
 CK4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4140!SPC GA E     -   0.99999360  x   0.99993063  =   0.99992424
 CK4140!SPC SC       -   0.99999360  x   0.99989748  =   0.99989109
 CK4140!UTM  17      -   0.99999360  x   0.99964342  =   0.99963703
 CK4140
 CK4140:                Primary Azimuth Mark                     Grid Az
 CK4140:SPC GA E     -  MILLHAVEN RESET                          031 51 50.5
 CK4140:SPC SC       -  MILLHAVEN RESET                          032 30 15.8
 CK4140:UTM  17      -  MILLHAVEN RESET                          032 29 48.2
 CK4140
 CK4140|---------------------------------------------------------------------|
 CK4140| PID    Reference Object                     Distance      Geod. Az  |
 CK4140|                                                           dddmmss.s |
 CK4140| CK4125 MILLHAVEN RESET                     APPROX.12.5 KM 0320910.2 |
 CK4140| CK4478 BASCOM RM 1                          28.374 METERS 13248     |
 CK4140| AB3572 SYLVANIA SE MUN TANK                APPROX.11.2 KM 1763706.8 |
 CK4140| CK4139 SYLVANIA CTHSE TWR FINIAL           APPROX.10.0 KM 1810844.6 |
 CK4140| CK4138 SYLVANIA MUNICIPAL TANK             APPROX. 9.9 KM 1820634.0 |
 CK4140| AB3555 SYLVANIA MUN TANK                   APPROX.10.0 KM 1823425.9 |
 CK4140| AB3573 SYLVANIA HWY PATROL MAST            APPROX.10.3 KM 1891706.8 |
 CK4140| AB3574 SYLVANIA LOT                        APPROX.16.0 KM 2193638.2 |
 CK4140| CK4476 BASCOM AZ MK                                       2644146.0 |
 CK4140| CK4142 SYLVANIA ABITIBI WOODLAND MAST      APPROX. 9.9 KM 2665836.5 |
 CK4140| CK4479 BASCOM RM 2                          37.390 METERS 31922     |
 CK4140| CK4143 HILTONIA MUN TANK                   APPROX. 4.8 KM 3341419.7 |
 CK4140| CK4141 HILTONIA LOT                        APPROX. 1.8 KM 3510834.0 |
 CK4140| CK4477 BASCOM AZ MK 4                      173.977 METERS 35858     |
 CK4140| CK4480 BASCOM RM 3 AZIMUTH                                3590158.4 |
 CK4140|---------------------------------------------------------------------|
 CK4140
 CK4140                          SUPERSEDED SURVEY CONTROL
 CK4140
 CK4140  NAD 83(1986)-  32 50 25.44857(N)    081 38 02.86107(W) AD(       ) 1
 CK4140  NAD 83(1986)-  32 50 25.44857(N)    081 38 02.86107(W) AD(       ) 2
 CK4140  NAD 27      -  32 50 24.86600(N)    081 38 03.46800(W) AD(       ) 2
 CK4140  NGVD 29 (07/19/86)   71.3    (m)          234.     (f) VERT ANG       
 CK4140
 CK4140.Superseded values are not recommended for survey control.
 CK4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4140.See file dsdata.txt to determine how the superseded data were derived.
 CK4140
 CK4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4065533772(NAD 83)
 CK4140_MARKER: DS = TRIANGULATION STATION DISK
 CK4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4140
 CK4140  HISTORY     - Date     Condition        Report By
 CK4140  HISTORY     - 1935     MONUMENTED       CGS
 CK4140  HISTORY     - 1954     GOOD             CGS
 CK4140  HISTORY     - 1974     GOOD             NGS
 CK4140  HISTORY     - 1974     GOOD             GADT
 CK4140  HISTORY     - 1976     GOOD             NGS
 CK4140
 CK4140                          STATION DESCRIPTION
 CK4140
 CK4140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4140'ABOUT 5 MILES NORTH OF SYLVANIA AND 3.5 MILES SOUTH-SOUTHEAST OF
 CK4140'HILLTONIA.  TO REACH FROM COURTHOUSE AT HILLTONIA, GO NORTH ON STATE
 CK4140'HIGHWAY 24 FOR 6.75 MILES TO T-ROAD AND WINDMILL. TURN LEFT FOR 0.35
 CK4140'MILE TO TRIANGULAR-BLAZED PINE AND HOUSE.  TURN LEFT ACROSS BRIDGE,
 CK4140'PASS THROUGH GATE AND CONTINUE ABOUT 150 YARDS TO TOP OF HILL AND
 CK4140'STATION AT TOP OF CLEARED HILL, ON EDGE OF CULTIVATED FIELD, 58
 CK4140'FEET SOUTHEAST OF 3-INCH TWIN SCRUB OAK AND 21 PACES NORTH OF BUNCH
 CK4140'OF FOUR SCRUB OAKS.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 CK4140'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 CK4140'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS
 CK4140'ON EDGE OF CULTIVATED FIELD, 4 FEET NORTH-NORTHEAST OF BUNCH OF THREE
 CK4140'SCRUB OAKS, AND 93.12 FEET FROM STATION S 47 DEG 14 MIN E.
 CK4140'REFERENCE MARK NO. 2 IS ON NORTH SLOPE OF HILL, ABOUT 40 FEET
 CK4140'SOUTHEAST OF 3-INCH SCRUB OAK AND 122.70 FEET FROM STATION N 40
 CK4140'DEG 39 MIN W.  AZIMUTH MARK IS JUST SOUTH OF EAST-WEST FENCE LINE,
 CK4140'ON TOP OF BANK, 95 YARDS WEST OF UNPAINTED CABIN ON LEFT SIDE OF
 CK4140'ROAD, 5 PACES NORTH OF CENTER LINE OF ROAD, AND 0.15 MILE FROM
 CK4140'STATION S 84 DEG 40 MIN W.  THE FOLLOWING BEARINGS ARE
 CK4140'FROM STATION-- COURTHOUSE AT SYLVANIA, FINIAL, S 1 DEG 09 MIN W.
 CK4140'SYLVANIA, ALUMINUM MUNICIPAL WATER TANK, BALL ON TOP, S 2 DEG
 CK4140'07 MIN W.
 CK4140
 CK4140                          STATION RECOVERY (1954)
 CK4140
 CK4140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4140'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT THAT TREES NOW
 CK4140'OBSTRUCT THE LINE TO THE ADDITIONAL AZIMUTHS OF WATER TANK AND
 CK4140'COURTHOUSE FINIAL IN SYLVANIA.
 CK4140'
 CK4140'BASCOM 1935, SO STAMPED, PROJECTING 3 INCHES, IS
 CK4140'ABOUT 6 MILES N OF SYLVANIA, ABOUT 2 MILES E OF THE VILLAGE OF
 CK4140'BASCOM, 0.3 MILE SW OF GEORGIA 24 HIGHWAY, ABOUT 40 FEET S OF THE
 CK4140'HIGHEST POINT OF THE WESTERN AND SLIGHTLY LOWER PROMINENCE OF A
 CK4140'CONSPICUOUS HIGH HILL.
 CK4140'
 CK4140'BASCOM NO 1 1935, SO STAMPED, PROJECTING 10 INCHES, IS
 CK4140'93.08 FEET (SLOPE MEASUREMENT CHECKED THE 1935 MEASUREMENT OF 93.12
 CK4140'FEET) S 47 DEG 14 MIN E FROM STATION, AND ABOUT 40 YARDS
 CK4140'SSE OF THE TOP OF THE PROMINENCE.
 CK4140'
 CK4140'BASCOM NO 2 1935, SO STAMPED, PROJECTING 10 INCHES, IS
 CK4140'122.64 FEET (THE SLOPE DISTANCE OF 122.70 CHECKS 1935 MEASUREMENT)
 CK4140'N 40 DEG 39 MIN W FROM STATION, IN PINE WOODS, AND ON
 CK4140'THE CREST OF A RIB RIDGE EXTENDING WESTERLY FROM THE TOP OF THE
 CK4140'PROMINENCE.
 CK4140'
 CK4140'BASCOM AZI 1935, SO STAMPED, PROJECTING 4 INCHES, IS
 CK4140'0.15 MILE S 84 DEG 40 MIN W FROM STATION, 17 FEET
 CK4140'NNW OF CENTER OF ROAD, AND ON BANK OF A 5-FOOT ROAD CUT WHICH IS THE
 CK4140'DEEPEST IN THE VICINITY.
 CK4140'
 CK4140'TO REACH FROM THE COURTHOUSE IN SYLVANIA, GO NORTHERLY ON U.S. 301
 CK4140'HIGHWAY 5.8 MILES AND TAKE LEFT FORK ONTO GEORGIA 24 HWY., THENCE
 CK4140'NORTHWESTERLY 1.2 MILES TO TOP OF HILL AND TURN LEFT ONTO EARTH
 CK4140'ROAD, THENCE SOUTHWESTERLY 0.25 MILE AND TURN LEFT ONTO A FARM ROAD,
 CK4140'THENCE SOUTHEASTERLY AND SOUTHERLY 0.15 MILE TO TOP OF PROMINENCE
 CK4140'AND STATION.
 CK4140'
 CK4140'SYLVANIA, COURTHOUSE, FINIAL IS ABOUT 6 MILES DISTANT S 1
 CK4140'DEG 09 MIN W AND IS NOW OBSTRUCTED BY TREES.  THE OTHER
 CK4140'ADDITIONAL BEARING LISTED IN THE ORIGINAL DESCRIPTION IS TO A
 CK4140'WATER TANK THAT WAS DESTROYED A YEAR OR TWO AGO.
 CK4140
 CK4140                          STATION RECOVERY (1974)
 CK4140
 CK4140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CK4140'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 CK4140'GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CK4140'FOUND.  IT PROBABLY WAS DESTROYED BY ROAD WIDENING.  THE
 CK4140'DISTANCE TO REFERENCE MARK 2 CHECKED THE 1954 RECOVERY NOTE.  A
 CK4140'SHORTER DISTANCE OF .02 FEET WAS MEASURED TO REFERENCE MARK 1.  THE
 CK4140'DIRECTION BETWEEN REFERENCE MARKS CHECKED.  A NEW AZIMUTH MARK WAS
 CK4140'ESTABLISHED AT THIS TIME.  A POLARIS OBSERVATION WAS OBSERVED.  DUE
 CK4140'TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4140'
 CK4140'THE STATION IS ABOUT 6 MILES NORTH OF SYLVANIA, 3-1/2 MILES SOUTHEAST
 CK4140'OF HILLTONIA AND ON PROPERTY OF THE CONTINENTAL CAN COMPANY.
 CK4140'
 CK4140'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 301 BY-PASS
 CK4140'AND STATE HIGHWAY 21, ABOUT 1 MILE NORTHWEST OF DOWNTOWN SYLVANIA,
 CK4140'GO NORTHEAST AND NORTH ON U. S. HIGHWAY 301 FOR 5.7 MILES TO THE
 CK4140'JUNCTION OF STATE HIGHWAY 24 (NORTH), KEEP LEFT AND GO NORTHWEST ON
 CK4140'HIGHWAY 24 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 CK4140'SOUTHWEST ON COUNTY ROAD 194 FOR 0.2 MILE TO THE AZIMUTH MARK ON
 CK4140'RIGHT.  FROM HERE PACK SOUTH UP-HILL FOR 0.1 MILE TO TOP AND
 CK4140'STATION.
 CK4140'
 CK4140'STATION MARK, A STANDARD DISK STAMPED BASCOM 1935, IS SET IN THE TOP
 CK4140'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT
 CK4140'2-INCHES ABOVE THE GROUND.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A
 CK4140'CEDAR TREE, 33 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A TREE
 CK4140'PLANT, 28 FEET SOUTHWEST OF THE CENTER OF A FIRE BREAK AND 1.6 FEET
 CK4140'EAST OF A FIRE BREAK, AND 1.6 FEET EAST OF A METAL WITNESS POST.
 CK4140'THERE IS UNDERGROUND MARK.
 CK4140'
 CK4140'REFERENCE MARK 1, A STANDARD DISK STAMPED BASCOM NO 1 1935, IS SET IN
 CK4140'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CK4140'7-INCHES ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET SOUTHWEST OF
 CK4140'THE SOUTHWEST EDGE OF PINE TREE PLANT, 2.7 FEET NORTHWEST OF A
 CK4140'GROUP OF WATER OAK TREES AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CK4140'
 CK4140'REFERENCE MARK 2, A STANDARD DISK STAMPED BASCOM NO 2 1935, IS SET IN
 CK4140'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CK4140'9-INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET NORTHWEST OF THE
 CK4140'CEDAR TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CK4140'
 CK4140'AZIMUTH MARK, A STANDARD DISK STAMPED BASCOM 1935 AZ NO 3 1974, IS
 CK4140'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 CK4140'FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET NORTHWEST OF A
 CK4140'12-INCH CEDAR TREE, 56.7 FEET NORTH-NORTHWEST OF A 10-INCH CEDAR
 CK4140'TREE, 22 FEET NORTHWEST OF THE CENTER OF DIRT COUNTY ROAD, 3 FEET
 CK4140'NORTHWEST OF THE FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS
 CK4140'POST.
 CK4140'
 CK4140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 CK4140'BASCOM.
 CK4140
 CK4140                          STATION RECOVERY (1974)
 CK4140
 CK4140'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974
 CK4140'STATION, R. M. 1, AND R. M. 2 WERE FOUND GOOD.  BASCOM AZIMUTH MARK
 CK4140'HAS BEEN DESTROYED BY ROAD WIDENING
 CK4140'
 CK4140'THIS PARTY AND R. P. CONRADY OF N. G. S. MARK MAINTENANCE ESTABLISHED
 CK4140'R. M. 3 AND CHECKED DATA.
 CK4140'
 CK4140'TWO POLARIS OBSERVATIONS WERE MADE AT THE STATION AT DIFFERENT
 CK4140'NIGHTS.  A GRID AZIMUTH OF 178 DEG 44 MIN 40.6 SEC FROM BASCOM TO
 CK4140'R. M. 3 WAS COMPUTED.  THE FOLLOWING ARE THE RESULTS--
 CK4140'
 CK4140'N. G. S.
 CK4140'
 CK4140'178 DEG 44 MIN 40.64 SEC
 CK4140'
 CK4140'STANDARD DEVIATION 1.60 SEC
 CK4140'STANDARD DEVIATION FROM THE MEAN 0.57 SEC
 CK4140'PROBABLE ERROR 1.08 SEC
 CK4140'PROBABLE ERROR OF THE MEAN 0.38 SEC
 CK4140'
 CK4140'GA. D. O. T.
 CK4140'
 CK4140'178 DEG 44 MIN 40.61 SEC
 CK4140'
 CK4140'STANDARD DEVIATION 0.67 SEC
 CK4140'STANDARD DEVIATION FROM THE MEAN 0.26 SEC
 CK4140'PROBABLE ERROR 0.46 SEC
 CK4140'PROBABLE ERROR OF THE MEAN 0.17 SEC
 CK4140'
 CK4140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH
 CK4140'OF SYLVANIA.
 CK4140'
 CK4140'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 CK4140
 CK4140                          STATION RECOVERY (1976)
 CK4140
 CK4140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CK4140'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 CK4140'GOOD CONDITION.  AZIMUTH MARK NO 3 WAS DESTROYED IN 1975 WHEN ROAD
 CK4140'WAS WIDENED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  A
 CK4140'SHORTER DISTANCE OF .02 FEET WAS MEASURED TO REFERENCE MARK
 CK4140'1.  THE DISTANCE BETWEEN REFERENCE MARKS CHECKED.  AZIMUTH MARK NO
 CK4140'4 WAS ESTABLISHED AT THIS TIME AND A POLARIS OBSERVATION WAS
 CK4140'OBSERVED.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4140'
 CK4140'THE STATION IS ABOUT 6 MILES NORTH OF SYLVANIA, 3-1/2 MILES SOUTHEAST
 CK4140'OF HILLTONIA AND ON PROPERTY OF THE CONTINENTAL CAN COMPANY.
 CK4140'
 CK4140'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 301 BY-PASS
 CK4140'AND STATE HIGHWAY 21, ABOUT 1 MILE NORTHWEST OF DOWNTOWN SYLVANIA,
 CK4140'GO NORTHEAST AND NORTH ON U. S. HIGHWAY 301 FOR 5.7 MILES TO THE
 CK4140'JUNCTION OF STATE HIGHWAY 24 (NORTH).  KEEP LEFT AND GO NORTHWEST ON
 CK4140'HIGHWAY 24 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 CK4140'SOUTHWEST ON COUNTY ROAD 194 FOR 0.2 MILE TO AZIMUTH MARK NO 4
 CK4140'ON RIGHT.  FROM HERE PACK SOUTH UP-HILL FOR 0.1 MILE TO TOP AND
 CK4140'STATION.
 CK4140'
 CK4140'STATION MARK, A STANDARD DISK STAMPED BASCOM 1935, IS SET IN THE TOP
 CK4140'OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 2-INCHES
 CK4140'ABOVE THE GROUND SURFACE.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A
 CK4140'CEDAR TREE, 33 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A TREE PLANT,
 CK4140'28 FEET SOUTHWEST OF THE CENTER OF A FIRE BREAK AND 1.6 FEET EAST OF
 CK4140'A METAL WITNESS POST.  THERE IS AN UNDERGROUND MARK.
 CK4140'
 CK4140'REFERENCE MARK 1, A STANDARD DISK STAMPED BASCOM NO 1 1935, IS SET IN
 CK4140'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 7-INCHES
 CK4140'ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET SOUTHWEST OF THE
 CK4140'SOUTHWEST EDGE OF THE PINE TREE PLANT, 2.7 FEET NORTHWEST OF A GROUP
 CK4140'OF WATER OAK TREES AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CK4140'
 CK4140'REFERENCE MARK 2, A STANDARD DISK STAMPED BASCOM NO 2 1935, IS SET IN
 CK4140'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 9-INCHES
 CK4140'ABOVE THE GROUND SURFACE.  IT IS 74 FEET NORTHWEST OF THE CEDAR
 CK4140'TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CK4140'
 CK4140'AZIMUTH MARK, A STANDARD DISK STAMPED BASCOM 1935 AZ MK 1975, IS SET
 CK4140'IN THE TOP OF AN 18-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CK4140'3-INCHES BELOW THE GROUND SURFACE.  IT IS 43 FEET NORTHWEST OF
 CK4140'CENTER OF COUNTY ROAD 194, (ASPHALT SURFACED), 10.5 FEET NORTHEAST OF
 CK4140'OLD FENCE AND 2.1 FEET NORTHEAST OF A METAL WITNESS POST.
 CK4140'
 CK4140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 CK4140'BASCOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4477 ***********************************************************************
 CK4477  DESIGNATION -  BASCOM AZ MK 4
 CK4477  PID         -  CK4477
 CK4477  STATE/COUNTY-  GA/SCREVEN
 CK4477  USGS QUAD   -  SYLVANIA NORTH (1978)
 CK4477
 CK4477                         *CURRENT SURVEY CONTROL
 CK4477  ___________________________________________________________________
 CK4477* NAD 83(1994)-  32 50 31.09517(N)    081 38 02.98509(W)     ADJUSTED  
 CK4477* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 CK4477  ___________________________________________________________________
 CK4477  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CK4477  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 CK4477
 CK4477  HORZ ORDER  -  SECOND
 CK4477
 CK4477.The horizontal coordinates were established by classical geodetic methods
 CK4477.and adjusted by the National Geodetic Survey in September 1997..
 CK4477
 CK4477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4477
 CK4477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4477
 CK4477.The geoid height was determined by GEOID03.
 CK4477
 CK4477;                    North         East     Units Scale Factor Converg.
 CK4477;SPC GA E     -   315,202.850   249,848.062   MT  0.99993063   +0 17 19.7
 CK4477;SPC GA E     - 1,034,128.02    819,709.85   sFT  0.99993063   +0 17 19.7
 CK4477;UTM  17      - 3,633,946.163   440,653.293   MT  0.99964343   -0 20 38.2
 CK4477
 CK4477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4477!SPC GA E     -   0.99999474  x   0.99993063  =   0.99992537
 CK4477!UTM  17      -   0.99999474  x   0.99964343  =   0.99963818
 CK4477
 CK4477                          SUPERSEDED SURVEY CONTROL
 CK4477
 CK4477  NAD 83(1986)-  32 50 31.09518(N)    081 38 02.98137(W) AD(       ) 2
 CK4477  NGVD 29 (05/08/96)   64.0    (m)          210.     (f) VERT ANG       
 CK4477
 CK4477.Superseded values are not recommended for survey control.
 CK4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4477.See file dsdata.txt to determine how the superseded data were derived.
 CK4477
 CK4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4065333946(NAD 83)
 CK4477_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK4477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4477
 CK4477  HISTORY     - Date     Condition        Report By
 CK4477  HISTORY     - 1975     MONUMENTED       NGS
 CK4477  HISTORY     - 1981     GOOD             GADT
 CK4477
 CK4477                          STATION DESCRIPTION
 CK4477
 CK4477'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK4477'THE STATION WAS FOUND AS DESCRIBED IN 1976 BY C.L. NOVACK EXCEPT THAT
 CK4477'THE OLD FENCE IS GONE.  A LINE WAS CUT FOR VISIBILITY FROM BASCOM 1935
 CK4477'TO THE STATION AND IT WILL DISSAPPEAR IN A NEAR FUTURE. THE STATION IS
 CK4477'A STANDARD NGS REFERENCE MARK DISK STAMPED---BASCOM AZ MK
 CK4477'1935-1975---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30. CM IN
 CK4477'DIAMETER FLUSH WITH THE SURFACE OF THE GROUND. IT IS LOCATED 12.55
 CK4477'METERS (42.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 3.5
 CK4477'METERS (11.5 FT) EAST FROM A 12 INCH OAK TREE, 6.7 METERS (22 FT)
 CK4477'SOUTHWEST FROM A 10 INCH PINE TREE, AND 0.6 METER (2 FT) NORTHEAST
 CK4477'FROM A WITNESS POST.
 CK4477'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2260 ***********************************************************************
 BC2260  DESIGNATION -  BASIN
 BC2260  PID         -  BC2260
 BC2260  STATE/COUNTY-  GA/CAMDEN
 BC2260  USGS QUAD   -  KINGSLAND NE (1993)
 BC2260
 BC2260                         *CURRENT SURVEY CONTROL
 BC2260  ___________________________________________________________________
 BC2260* NAD 83(1994)-  30 56 45.63177(N)    081 30 11.48276(W)     ADJUSTED  
 BC2260* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC2260  ___________________________________________________________________
 BC2260  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BC2260  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BC2260
 BC2260  HORZ ORDER  -  THIRD
 BC2260
 BC2260.The horizontal coordinates were established by classical geodetic methods
 BC2260.and adjusted by the National Geodetic Survey in September 1997..
 BC2260
 BC2260.The orthometric height was scaled from a topographic map.
 BC2260
 BC2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2260
 BC2260.The geoid height was determined by GEOID03.
 BC2260
 BC2260;                    North         East     Units Scale Factor Converg.
 BC2260;SPC GA E     -   105,053.245   263,394.888   MT  0.99994956   +0 20 28.3
 BC2260;SPC GA E     -   344,662.19    864,154.73   sFT  0.99994956   +0 20 28.3
 BC2260;UTM  17      - 3,423,726.916   451,935.129   MT  0.99962850   -0 15 31.5
 BC2260
 BC2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2260!SPC GA E     -   1.00000438  x   0.99994956  =   0.99995394
 BC2260!UTM  17      -   1.00000438  x   0.99962850  =   0.99963288
 BC2260
 BC2260:                Primary Azimuth Mark                     Grid Az
 BC2260:SPC GA E     -  LITTLE CUMBERLAND IS LH                  068 23 04.5
 BC2260:UTM  17      -  LITTLE CUMBERLAND IS LH                  068 59 04.3
 BC2260
 BC2260|---------------------------------------------------------------------|
 BC2260| PID    Reference Object                     Distance      Geod. Az  |
 BC2260|                                                           dddmmss.s |
 BC2260| BC1824 LITTLE CUMBERLAND IS LH             APPROX. 9.2 KM 0684332.8 |
 BC2260| CW4593 BASIN RM 1                           18.380 METERS 19007     |
 BC2260| CW4594 BASIN RM 2                           13.420 METERS 31357     |
 BC2260|---------------------------------------------------------------------|
 BC2260
 BC2260                          SUPERSEDED SURVEY CONTROL
 BC2260
 BC2260  NAD 83(1994)-  30 56 45.64125(N)    081 30 11.48465(W) AD(       ) 3
 BC2260  NAD 83(1986)-  30 56 45.64149(N)    081 30 11.48596(W) AD(       ) 3
 BC2260  NAD 27      -  30 56 44.79700(N)    081 30 12.13400(W) AD(       ) 3
 BC2260
 BC2260.Superseded values are not recommended for survey control.
 BC2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2260.See file dsdata.txt to determine how the superseded data were derived.
 BC2260
 BC2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5193523727(NAD 83)
 BC2260_MARKER: DS = TRIANGULATION STATION DISK
 BC2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2260
 BC2260  HISTORY     - Date     Condition        Report By
 BC2260  HISTORY     - 1933     MONUMENTED       CGS
 BC2260  HISTORY     - 1954     GOOD             CGS
 BC2260  HISTORY     - 1971     GOOD             NGS
 BC2260
 BC2260                          STATION DESCRIPTION
 BC2260
 BC2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2260'ON THE S SIDE OF FLOYD CREEK ABOUT 0.4 MI. SE OF THE E SIDE OF FLOYD
 BC2260'BASIN ON THE EASTERNMOST POINT OF THE HIGH GROUND WHICH IS COVERED
 BC2260'WITH A GROWTH OF LOW PALMETTOS AND SCRUB OAKS.  STATION IS ABOUT 20
 BC2260'M. FROM HIGH WATER LINE TO NE AND 25 M. FROM THE MARSH LINE TO SE
 BC2260'AND ON HIGH SANDY GROUND.  R.M. 2 IS ON THE SOLID GROUND ABOUT 25
 BC2260'M. TO HWL TO NE.  R.M. 1 IS S OF STATION ON THE SOLID GROUND.
 BC2260'STATION IS EASILY REACHED FROM FLOYD CREEK AND CAN PROBABLY BE
 BC2260'REACHED FROM THE MAINLAND.
 BC2260
 BC2260                          STATION RECOVERY (1954)
 BC2260
 BC2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2260'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BC2260'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE PUBLISHED
 BC2260'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2260'
 BC2260'THE STATION IS LOCATED ON THE SE SHORE OF FLOYD CREEK, ABOUT 0.4
 BC2260'MI. SE OF THE WOODED POINT AT THE MOUTH OF FLOYD BASIN WHERE THE
 BC2260'CREEK MAKES A BEND TO THE E, ON THE E MOST POINT OF HIGH LAND
 BC2260'(COVERED WITH A HEAVY GROWTH OF PALMETTO AND SCRUB OAK), ABOUT 170
 BC2260'FT. SW OF THE RIVERBANK, 74.0 FT. N OF A BLAZED 16-IN.  OAK TREE,
 BC2260'AND 27.0 FT. SW OF THE EDGE OF THE PALMETTOS.  THE MARK IS A
 BC2260'STANDARD DISK, STAMPED BASIN 1933 AND
 BC2260'PROJECTING 1 IN.
 BC2260'
 BC2260'REFERENCE MARK 1 IS S OF THE STATION, 15.0 FT. NE OF A BLAZED 16-IN.
 BC2260'OAK TREE, 8.9 FT. SE OF A LONE 6-IN. PINE TREE, AND ON THE EDGE OF
 BC2260'THE PALMETTOS.  THE MARK IS A REFERENCE-MARK DISK, STAMPED BASIN NO 1
 BC2260'1933 AND PROJECTING 4 IN.
 BC2260'
 BC2260'REFERENCE MARK 2 IS NW OF THE STATION, AND IN THE HEAVY PALMETTO
 BC2260'GROWTH.  THE MARK IS A REFERENCE-MARK DISK, STAMPED BASIN NO 2 1933
 BC2260'AND PROJECTING 8 IN.
 BC2260'
 BC2260'THE STATION CAN BE REACHED MOST EASILY BY BOAT.
 BC2260
 BC2260                          STATION RECOVERY (1971)
 BC2260
 BC2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 BC2260'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 BC2260'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 BC2260'
 BC2260'THE STATION IS LOCATED ON THE SOUTHEAST SHORE OF FLOYD CREEK ON THE
 BC2260'GROUNDS OF THE THIOKOL CHEMICAL CORPORATION PLANT AT HORSEPEN
 BC2260'BLUFF, ABOUT 3600 FEET NORTH OF THE THIOKOL CORP. PIER, APPROXIMATELY
 BC2260'1450 FEET SOUTHEAST OF THE OLD FAIRFIELD CEMETARY, 200 FEET SOUTH
 BC2260'OF THE POINT WHERE THE TREES AND MARSH SEPERATE AT FLOYD CREEK,
 BC2260'AND IN DENSE PALMETTO.
 BC2260'
 BC2260'THE STATION MARK IS A STANDARD DISK, STAMPED BASIN 1933, SET IN THE
 BC2260'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 BC2260'THE MARK IS 74.0 FEET NORTH OF A DEAD 16 INCH SCRUB OAK TREE, 39.2
 BC2260'FEET SOUTH-SOUTHWEST OF A BLAZED 8 INCH SCRUB OAK TREE (THIS TREE
 BC2260'IS THE MOST SOUTHERLY OF SIX SIMILIAR TREES THAT FORM A SMALL
 BC2260'CLUMP OR ISLAND NEAR THE EASTERLY EDGE OF THE PALMETTO), AND 30.0
 BC2260'FEET INSIDE THE EASTERLY EDGE OF THE PALMETTO.
 BC2260'
 BC2260'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION MARK, 15.0 FEET
 BC2260'NORTHEAST OF A DEAD 16 INCH SCRUB OAK TREE, 8.9 FEET SOUTHEAST OF A
 BC2260'LONE, FIRE-KILLED, 6 INCH PINE TREE, 21.0 FEET EAST OF THE
 BC2260'NORTHERLY OF TWIN 6 INCH SCRUB OAK TREES AND JUST INSIDE THE
 BC2260'PALMETTO.  THE MARK IS A STANDARD DISK, STAMPED BASIN NO 1 1933, SET
 BC2260'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 BC2260'INCHES.
 BC2260'
 BC2260'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BASIN NO 2 1933, IS SET
 BC2260'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 BC2260'INCHES.  THE MARK IS NORTHWEST OF THE STATION MARK AND IN HEAVY
 BC2260'PALMETTO.
 BC2260'
 BC2260'STATION CAN BE REACHED BY BOAT FROM FLOYD CREEK OR BY DRIVING
 BC2260'THROUGH THE GROUNDS OF THE THIOKOL CHEMICAL CORP. (PERMISSION MUST
 BC2260'BE OBTAINED AT THE GATE) TO THE OLD FAIRFIELD CEMETARY, FROM THE
 BC2260'CEMETARY PACK NORTHEASTERLY ABOUT 200 FEET TO THE BANK OF FLOYD
 BC2260'CREEK, TURN RIGHT AND PACK SOUTHEASTERLY ALONG TREES LINE BEARS
 BC2260'SHARPLY AWAY TO THE SOUTHWEST, TURN RIGHT AND FOLLOW ALONG TREE
 BC2260'AND PALMETTO LINE ABOUT 200 FEET TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2316 ***********************************************************************
 DG2316  DESIGNATION -  BASS
 DG2316  PID         -  DG2316
 DG2316  STATE/COUNTY-  GA/SPAULDING
 DG2316  USGS QUAD   -  ORCHARD HILL (1982)
 DG2316
 DG2316                         *CURRENT SURVEY CONTROL
 DG2316  ___________________________________________________________________
 DG2316* NAD 83(1994)-  33 10 52.84985(N)    084 12 21.77810(W)     ADJUSTED  
 DG2316* NAVD 88     -       267.394  (meters)     877.28   (feet)  POSTED    
 DG2316  ___________________________________________________________________
 DG2316  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DG2316  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG2316  DYNAMIC HT  -         267.090 (meters)     876.28  (feet)  COMP
 DG2316  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 DG2316
 DG2316  HORZ ORDER  -  FIRST
 DG2316  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG2316
 DG2316.The horizontal coordinates were established by classical geodetic methods
 DG2316.and adjusted by the National Geodetic Survey in September 1997..
 DG2316
 DG2316.The orthometric height was determined by differential leveling
 DG2316.and adjusted by the National Geodetic Survey in 1992..
 DG2316.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG2316.rate of 4.1 thru 8.0 mm/km.
 DG2316
 DG2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2316
 DG2316.The geoid height was determined by GEOID03.
 DG2316
 DG2316.The dynamic height is computed by dividing the NAVD 88
 DG2316.geopotential number by the normal gravity value computed on the
 DG2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2316.degrees latitude (g = 980.6199 gals.).
 DG2316
 DG2316.The modeled gravity was interpolated from observed gravity values.
 DG2316
 DG2316;                    North         East     Units Scale Factor Converg.
 DG2316;SPC GA W     -   352,712.565   696,327.465   MT  0.99990017   -0 01 17.6
 DG2316;SPC GA W     - 1,157,191.14  2,284,534.36   sFT  0.99990017   -0 01 17.6
 DG2316;UTM  16      - 3,674,869.246   760,505.685   MT  1.00043680   +1 31 47.9
 DG2316
 DG2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2316!SPC GA W     -   0.99996245  x   0.99990017  =   0.99986262
 DG2316!UTM  16      -   0.99996245  x   1.00043680  =   1.00039923
 DG2316
 DG2316:                Primary Azimuth Mark                     Grid Az
 DG2316:SPC GA W     -  BROXY                                    188 52 13.1
 DG2316:UTM  16      -  BROXY                                    187 19 07.6
 DG2316
 DG2316|---------------------------------------------------------------------|
 DG2316| PID    Reference Object                     Distance      Geod. Az  |
 DG2316|                                                           dddmmss.s |
 DG2316| DG2315 BROXY                               APPROX. 0.6 KM 1885055.5 |
 DG2316| CZ2813 BASS RM                               9.205 METERS 32526     |
 DG2316|---------------------------------------------------------------------|
 DG2316
 DG2316                          SUPERSEDED SURVEY CONTROL
 DG2316
 DG2316  NAD 83(1986)-  33 10 52.85707(N)    084 12 21.77716(W) AD(       ) 1
 DG2316  NAD 27      -  33 10 52.43600(N)    084 12 22.05900(W) AD(       ) 1
 DG2316
 DG2316.Superseded values are not recommended for survey control.
 DG2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2316.See file dsdata.txt to determine how the superseded data were derived.
 DG2316
 DG2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6050674869(NAD 83)
 DG2316_MARKER: DS = TRIANGULATION STATION DISK
 DG2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2316
 DG2316  HISTORY     - Date     Condition        Report By
 DG2316  HISTORY     - 1917     MONUMENTED       CGS
 DG2316  HISTORY     - 1934     SEE DESCRIPTION  CGS
 DG2316  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DG2316
 DG2316                          STATION DESCRIPTION
 DG2316
 DG2316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG2316'ABOUT 3/4 MILE SOUTH OF ORCHARD HILL AT THE INTERSECTION OF
 DG2316'FORWARD AND BACK TANGENTS TO RIGHT RAIL, 3-3/4 TELEGRAPH
 DG2316'POLES SOUTH OF MILEPOST, AND 66 METERS (217 FEET) TO RIGHT OF RAIL.
 DG2316'REFERENCE MARK IS 9.205 METERS
 DG2316'(30.20 FEET) FROM STATION IN GRID AZIMUTH 145 DEG 28 MIN.  IN
 DG2316'1934, BOTH SURFACE MARK AND REFERENCE MARK REPORTED DESTROYED.
 DG2316'UNDERGROUND MARK IN GOOD CONDITION.
 DG2316
 DG2316                          STATION RECOVERY (1954)
 DG2316
 DG2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2316'THE SURFACE MARK WAS FOUND DESTROYED, THE DISK WAS NOT FOUND.
 DG2316'THE SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION.  THE
 DG2316'REFERENCE MARK WAS NOT FOUND.  IT WAS REPORTED DESTROYED IN
 DG2316'1934.  THE SUBSURFACE MARK WAS LOWERED (PLUMB-BOB METHOD),
 DG2316'AND A NEW SURFACE MARK WAS SET.  A NEW DESCRIPTION FOLLOWS--
 DG2316'
 DG2316'LOCATED 0.5 MI. S OF ORCHARD HILL ALONG THE CENTRAL OF GEORGIA
 DG2316'RAILROAD, ON THE W SLOPE OF A HILL, AND IN A LUMBERYARD.  IT IS
 DG2316'AT THE INTERSECTION OF THE EXTENDED TANGENTS OF THE E RAIL FROM
 DG2316'THE S AND IN THE N RAIL FROM THE W, 217 FT. E OF THE E RAIL, AND
 DG2316'180 FT. E OF THE THIRD TELEGRAPH POLE S OF MILEPOST S 243.
 DG2316'IT IS A STANDARD TRAVERSE DISK, SET IN THE TOP OF A CONCRETE
 DG2316'POST PROJECTING 2 IN.
 DG2316'
 DG2316'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1498 ***********************************************************************
 CM1498  DESIGNATION -  BASS
 CM1498  PID         -  CM1498
 CM1498  STATE/COUNTY-  GA/CRAWFORD
 CM1498  USGS QUAD   -  REYNOLDS (1981)
 CM1498
 CM1498                         *CURRENT SURVEY CONTROL
 CM1498  ___________________________________________________________________
 CM1498* NAD 83(1994)-  32 33 02.33870(N)    084 00 15.71718(W)     ADJUSTED  
 CM1498* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 CM1498  ___________________________________________________________________
 CM1498  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CM1498  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CM1498
 CM1498  HORZ ORDER  -  FIRST
 CM1498
 CM1498.The horizontal coordinates were established by classical geodetic methods
 CM1498.and adjusted by the National Geodetic Survey in September 1997..
 CM1498
 CM1498.The orthometric height was scaled from a topographic map.
 CM1498
 CM1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1498
 CM1498.The geoid height was determined by GEOID03.
 CM1498
 CM1498;                    North         East     Units Scale Factor Converg.
 CM1498;SPC GA W     -   282,784.815   715,242.431   MT  0.99990286   +0 05 14.4
 CM1498;SPC GA W     -   927,769.85  2,346,591.21   sFT  0.99990286   +0 05 14.4
 CM1498;UTM  16      - 3,605,432.592   781,303.910   MT  1.00057591   +1 36 46.2
 CM1498;UTM  17      - 3,605,455.722   217,875.818   MT  1.00058161   -1 37 03.2
 CM1498
 CM1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1498!SPC GA W     -   0.99998672  x   0.99990286  =   0.99988958
 CM1498!UTM  16      -   0.99998672  x   1.00057591  =   1.00056262
 CM1498!UTM  17      -   0.99998672  x   1.00058161  =   1.00056832
 CM1498
 CM1498|---------------------------------------------------------------------|
 CM1498| PID    Reference Object                     Distance      Geod. Az  |
 CM1498|                                                           dddmmss.s |
 CM1498| CM1499 EADS                                358.417 METERS 10803     |
 CM1498| CY8062 BASS RM                                            20347     |
 CM1498| CM1502 MOTT                                273.880 METERS 31916     |
 CM1498|---------------------------------------------------------------------|
 CM1498
 CM1498                          SUPERSEDED SURVEY CONTROL
 CM1498
 CM1498  NAD 83(1986)-  32 33 02.34675(N)    084 00 15.71625(W) AD(       ) 1
 CM1498  NAD 27      -  32 33 01.80800(N)    084 00 16.04100(W) AD(       ) 1
 CM1498
 CM1498.Superseded values are not recommended for survey control.
 CM1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1498.See file dsdata.txt to determine how the superseded data were derived.
 CM1498
 CM1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB8130405433(NAD 83)
 CM1498_MARKER: DS = TRIANGULATION STATION DISK
 CM1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1498
 CM1498  HISTORY     - Date     Condition        Report By
 CM1498  HISTORY     - 1917     MONUMENTED       CGS
 CM1498  HISTORY     - 1922     GOOD             CGS
 CM1498  HISTORY     - 1935     SEE DESCRIPTION  GAGS
 CM1498  HISTORY     - 1955     MARK NOT FOUND   USGS
 CM1498  HISTORY     - 1974     MARK NOT FOUND   NGS
 CM1498
 CM1498                          STATION DESCRIPTION
 CM1498
 CM1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CM1498'ABOUT 5/8 MILE WEST OF NAKOMIS, ON THE CENTRAL OF GEORGIA RAILWAY,
 CM1498'ON HIGH BANK OF FIRST CURVE WEST OF NAKOMIS, JUST SOUTH OF THE
 CM1498'PASSING TRACK SWITCH, 17.79 METERS (58.4 FEET) TO THE LEFT FROM
 CM1498'THE RAIL.  REFERENCE MARK IS NAIL OR BOLT IN SQUARE CONCRETE
 CM1498'POST, 9.815 METERS (32.20 FEET) FROM STATION IN GRID AZIMUTH
 CM1498'23 DEG 42 MIN.
 CM1498
 CM1498                          STATION RECOVERY (1935)
 CM1498
 CM1498'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1935
 CM1498'ABOUT 5/8 MILE WEST OF NAKOMIS, ON THE CENTRAL OF GEORGIA
 CM1498'RAILWAY, ON HIGH BANK OF FIRST CURVE WEST OF NAKOMIS, JUST
 CM1498'SOUTH OF THE PASSING TRACK SWITCH, 17.79 METERS (58.4 FEET)
 CM1498'TO THE LEFT FROM THE RAIL.  REFERENCE MARK IS NAIL
 CM1498'OR BOLT IN SQUARE CONCRETE POST, 9.815 METERS (32.20 FEET)
 CM1498'FROM STATION IN GRID AZIMUTH 23 DEG 42 MIN.  IN 1935 THE
 CM1498'STATION MARKS DESTROYED.  BASS 2 ESTABLISHED BY GEORGIA
 CM1498'GEODETIC SURVEY.  SEE DESCRIPTION THEREOF.
 CM1498
 CM1498                          STATION RECOVERY (1955)
 CM1498
 CM1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CMN)
 CM1498'NOT FOUND.
 CM1498
 CM1498                          STATION RECOVERY (1974)
 CM1498
 CM1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CM1498'STATION SITE WAS VISITED IN SEARCH OF ORIGINAL MARKS OR RECOVERY
 CM1498'OF STATION BASS 2, ESTABLISHED BY THE GEORGIA GEODETIC SURVEY.  NO
 CM1498'MARKS OF ANY KIND WERE FOUND IN THIS AREA.  THE HIGH BANK OF
 CM1498'FIRST CURVE WEST OF NAKOMIS HAS BEEN REMOVED.  STATION BASS 1917
 CM1498'WAS REPORTED DESTROYED IN 1935.
 CM1498'
 CM1498'BASS 2 ESTABLISHED BY GEORGIA GEODETIC SURVEY.  SEE DESCRIPTION
 CM1498'THEREOF.
 CM1498'
 CM1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1498'7-1/2 MILES WEST OF FORT VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC1826 ***********************************************************************
 BC1826  DESIGNATION -  BAT RESET
 BC1826  PID         -  BC1826
 BC1826  STATE/COUNTY-  GA/CAMDEN
 BC1826  USGS QUAD   -  CUMBERLAND ISLAND NORTH (1993)
 BC1826
 BC1826                         *CURRENT SURVEY CONTROL
 BC1826  ___________________________________________________________________
 BC1826* NAD 83(1994)-  30 52 55.58620(N)    081 28 02.30959(W)     ADJUSTED  
 BC1826* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC1826  ___________________________________________________________________
 BC1826  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BC1826  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BC1826
 BC1826  HORZ ORDER  -  SECOND
 BC1826
 BC1826.The horizontal coordinates were established by classical geodetic methods
 BC1826.and adjusted by the National Geodetic Survey in September 1997..
 BC1826
 BC1826.The orthometric height was scaled from a topographic map.
 BC1826
 BC1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1826
 BC1826.The geoid height was determined by GEOID03.
 BC1826
 BC1826;                    North         East     Units Scale Factor Converg.
 BC1826;SPC GA E     -    97,990.035   266,867.846   MT  0.99995514   +0 21 32.3
 BC1826;SPC GA E     -   321,488.97    875,548.92   sFT  0.99995514   +0 21 32.3
 BC1826;SPC FL E     -   725,745.715   155,317.654   MT  0.99996580   -0 14 23.5
 BC1826;SPC FL E     - 2,381,050.73    509,571.34   sFT  0.99996580   -0 14 23.5
 BC1826;UTM  17      - 3,416,630.074   455,332.900   MT  0.99962461   -0 14 23.5
 BC1826
 BC1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1826!SPC GA E     -   1.00000438  x   0.99995514  =   0.99995952
 BC1826!SPC FL E     -   1.00000438  x   0.99996580  =   0.99997018
 BC1826!UTM  17      -   1.00000438  x   0.99962461  =   0.99962899
 BC1826
 BC1826|---------------------------------------------------------------------|
 BC1826| PID    Reference Object                     Distance      Geod. Az  |
 BC1826|                                                           dddmmss.s |
 BC1826| CW4595 BAT RM 1                             64.764 METERS 08116     |
 BC1826| CW4596 BAT RM 2                             60.655 METERS 12714     |
 BC1826| CW4597 BAT RM CEDAR POST                     7.620 METERS 18520     |
 BC1826| BC1800 BRICKHILL                           APPROX. 3.7 KM 1973232.8 |
 BC1826| BC1799 CUMBERLAND R BCN 13                 APPROX. 3.7 KM 1980517.9 |
 BC1826| BC1796 CUMBERLAND R DELAR CR R RNG BN      APPROX. 3.9 KM 2225910.5 |
 BC1826| BC1798 CUMBERLAND R DELAR CR F RNG BN      APPROX. 3.6 KM 2322631.0 |
 BC1826| BC2267 CUMBERLAND R BCN 1                  APPROX. 4.0 KM 2855854.0 |
 BC1826| BC1822 CUMBERLAND R BCN 2                  APPROX. 3.9 KM 3182120.4 |
 BC1826| BC1825 CUMBERLAND R MUD CR R RNG BCN       APPROX. 2.9 KM 3495359.1 |
 BC1826| BC1821 CUMBERLAND R MUD CR F RNG BCN       APPROX. 3.2 KM 3554424.5 |
 BC1826|---------------------------------------------------------------------|
 BC1826
 BC1826                          SUPERSEDED SURVEY CONTROL
 BC1826
 BC1826  NAD 83(1994)-  30 52 55.59491(N)    081 28 02.30916(W) AD(       ) 2
 BC1826  NAD 83(1986)-  30 52 55.59519(N)    081 28 02.31297(W) AD(       ) 2
 BC1826  NAD 27      -  30 52 54.74700(N)    081 28 02.97300(W) AD(       ) 2
 BC1826
 BC1826.Superseded values are not recommended for survey control.
 BC1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1826.See file dsdata.txt to determine how the superseded data were derived.
 BC1826
 BC1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5533316630(NAD 83)
 BC1826_MARKER: Z = SEE DESCRIPTION
 BC1826_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC1826_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC1826
 BC1826  HISTORY     - Date     Condition        Report By
 BC1826  HISTORY     - 1860     MONUMENTED       CGS
 BC1826  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BC1826  HISTORY     - 1934     GOOD             CGS
 BC1826
 BC1826                          STATION DESCRIPTION
 BC1826
 BC1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 BC1826'ON THE W SIDE OF CUMBERLAND ISLAND ABOUT 1/4 MI. S OF BRICKHILL
 BC1826'RIVER AND NEAR A POINT OF WOODS FROM WHICH A SHELL POINT PROJECTS
 BC1826'TO WITHIN ABOUT 50 M. OF THE STATION.  THE STATION WAS MARKED
 BC1826'(A PINE POST DRIVEN SEVERAL FEET INTO
 BC1826'THE GROUND OR MARSH AND SURROUNDED BY FOUR SMALLER STUBS, EACH 3 FT
 BC1826'DISTANT, IN THE FORM OF A SQUARE, THE DIAGONALS OF WHICH INTERSECT AT
 BC1826'THE STATION.), EXCEPT THAT THE E REFERENCE STAKE IS 3.4 FT FROM THE
 BC1826'STATION AND THE S ONE IS 3.15 FT.  IN 1905 A 4 IN TILE WAS FITTED
 BC1826'OVER THE UPPER END OF THE CEDAR POST MARKING THE STATION AND WAS
 BC1826'FILLED AND SURROUNDED WITH CONCRETE AND SHELLS.  THE TILE PROJECTS
 BC1826'ABOUT 1 FT ABOVE THE GROUND AND THE TOP OF THE POST.  ANOTHER TILE
 BC1826'WAS FORCED DOWN INTO THE MUD AROUND THE N REFERENCE MARK.  A
 BC1826'REFERENCE MARK (1905) CONSISTING OF A CEDAR POST 6 IN IN DIAMETER
 BC1826'AND 12 FT LONG, PROJECTING 5 FT ABOVE THE GROUND, IS 7.60 M. (23.93
 BC1826'FT) FROM THE STATION.
 BC1826
 BC1826                          STATION RECOVERY (1933)
 BC1826
 BC1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC1826'STATION RECOVERED AS DESCRIBED EXCEPT OF THE FOUR REFERENCE HUBS
 BC1826'ONLY THE N ONE REMAINS (THE ONE WITH A TILE AROUND IT).  THE POINT
 BC1826'OF WOODS REFERRED TO IS THE NW POINT OF THE NECK OF WOODS CALLED
 BC1826'TABLE POINT.  STATION WAS REMARKED WITH 12 IN TILE AND STANDARD DISC.
 BC1826'TWO NEW R.M.S WERE INSTALLED ON THE HARD GROUND OF THE POINT.
 BC1826'THE 6 IN CEDAR POST WAS FOUND.  STATION CAN BEST BE
 BC1826'APPROACHED BY LANDING ON THE N BANK OF MUMFORD CREEK IN THE MIDDLE
 BC1826'OF THE BIGHT AND WALKING ACROSS MARSH AS THERE IS A SOFT SLOUGH
 BC1826'BETWEEN THE HARD GROUND AND THE STATION.
 BC1826
 BC1826                          STATION RECOVERY (1934)
 BC1826
 BC1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC1826'STATION RECOVERED AS DESCRIBED WITH MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2253 ***********************************************************************
 CL2253  DESIGNATION -  BATSON
 CL2253  PID         -  CL2253
 CL2253  STATE/COUNTY-  GA/JOHNSON
 CL2253  USGS QUAD   -  ADRIAN (1974)
 CL2253
 CL2253                         *CURRENT SURVEY CONTROL
 CL2253  ___________________________________________________________________
 CL2253* NAD 83(1994)-  32 33 10.31524(N)    082 36 16.26496(W)     ADJUSTED  
 CL2253* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 CL2253  ___________________________________________________________________
 CL2253  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CL2253  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CL2253
 CL2253  HORZ ORDER  -  FIRST
 CL2253
 CL2253.The horizontal coordinates were established by classical geodetic methods
 CL2253.and adjusted by the National Geodetic Survey in September 1997..
 CL2253
 CL2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2253
 CL2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2253
 CL2253.The geoid height was determined by GEOID03.
 CL2253
 CL2253;                    North         East     Units Scale Factor Converg.
 CL2253;SPC GA E     -   283,103.431   158,880.178   MT  0.99992084   -0 14 08.2
 CL2253;SPC GA E     -   928,815.17    521,259.38   sFT  0.99992084   -0 14 08.2
 CL2253;UTM  17      - 3,602,854.514   349,352.793   MT  0.99987985   -0 51 48.7
 CL2253
 CL2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2253!SPC GA E     -   0.99999045  x   0.99992084  =   0.99991129
 CL2253!UTM  17      -   0.99999045  x   0.99987985  =   0.99987030
 CL2253
 CL2253:                Primary Azimuth Mark                     Grid Az
 CL2253:SPC GA E     -  ADRIAN HOMES TANK                        127 42 34.2
 CL2253:UTM  17      -  ADRIAN HOMES TANK                        128 20 14.7
 CL2253
 CL2253|---------------------------------------------------------------------|
 CL2253| PID    Reference Object                     Distance      Geod. Az  |
 CL2253|                                                           dddmmss.s |
 CL2253| CL2251 ADRIAN HOMES TANK                   APPROX. 2.9 KM 1272826.0 |
 CL2253| CY7241 BATSON RM 1                          20.926 METERS 13848     |
 CL2253| CL2252 ADRIAN MUN TANK                     APPROX. 2.8 KM 1522140.3 |
 CL2253| CL2088 KENNETH                             APPROX. 9.2 KM 1590636.0 |
 CL2253| CL2119 ORIANNA SOU BELL MICROWAVE          APPROX. 8.9 KM 2085348.8 |
 CL2253| CY7242 BATSON RM 2                          20.478 METERS 26142     |
 CL2253| CL2254 BATSON RM 3 TPT                     159.465 METERS 30434     |
 CL2253| CL2255 BATSON RM 3                         170.496 METERS 30435     |
 CL2253|---------------------------------------------------------------------|
 CL2253
 CL2253                          SUPERSEDED SURVEY CONTROL
 CL2253
 CL2253  NAD 83(1986)-  32 33 10.31953(N)    082 36 16.26352(W) AD(       ) 1
 CL2253  NAD 27      -  32 33 09.72680(N)    082 36 16.77985(W) AD(       ) 1
 CL2253  NGVD 29 (07/19/86)   89.6    (m)          294.     (f) VERT ANG       
 CL2253
 CL2253.Superseded values are not recommended for survey control.
 CL2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2253.See file dsdata.txt to determine how the superseded data were derived.
 CL2253
 CL2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4935302855(NAD 83)
 CL2253_MARKER: DS = TRIANGULATION STATION DISK
 CL2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2253
 CL2253  HISTORY     - Date     Condition        Report By
 CL2253  HISTORY     - 1979     MONUMENTED       NGS
 CL2253
 CL2253                          STATION DESCRIPTION
 CL2253
 CL2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2253'THE STATION IS LOCATED ABOUT 14-1/4 MILES
 CL2253'SOUTH-SOUTHEAST OF WRIGHTSVILLE, 3-3/4 MILES EAST OF SCOTT,
 CL2253'1-3/4 MILES NORTH-NORTHWEST OF ADRIAN AND ON
 CL2253'PROPERTY OWNED BY THE CONTINENTAL CAN COMPANY
 CL2253'INCORPORATED.
 CL2253'
 CL2253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CL2253'AND STATE HIGHWAYS 15, 78 AND 26 IN ADRIAN.  GO NORTH ON
 CL2253'STATE HIGHWAY 78 FOR 1.9 MILES TO A WOODS ROAD ON THE RIGHT,
 CL2253'(ABOUT 200 FEET AFTER PASSING COUNTY ROUTE 14 ON THE LEFT),
 CL2253'AND THE STATION ON THE RIGHT JUST SOUTH OF THE WOODS ROAD.
 CL2253'
 CL2253'THE STATION IS A STANDARD NGS DISK
 CL2253'STAMPED---BATSON 1978---,
 CL2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2253'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2253'93 FEET NORTHEAST FROM OF THE CENTER OF STATE HIGHWAY 78,
 CL2253'50.5 FEET EAST FROM TELEPHONE NUMBER 24 AND
 CL2253'30 FEET SOUTHEAST FROM THE CENTER OF A DIRT ROAD.
 CL2253'THE UNDERGROUND MARK IS STAMPED---BATSON 1978---, SET IN THE
 CL2253'TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CL2253'GROUND SURFACE.
 CL2253'
 CL2253'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL2253'STAMPED---BATSON NO 1 1978---,
 CL2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2253'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2253'92 FEET SOUTHEAST FROM THE CENTER OF THE DIRT ROAD,
 CL2253'90 FEET NORTHEAST FROM THE CENTER OF STATE HIGHWAY 78 AND
 CL2253'3.5 FEET NORTHWEST OF A METAL WITNESS POST.
 CL2253'MARK IS LEVEL WITH STATION.
 CL2253'
 CL2253'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL2253'STAMPED---BATSON NO 2 1978---,
 CL2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2253'FLUSH WITH GROUND.  IT IS LOCATED
 CL2253'38 FEET NORTHEAST FROM THE CENTER OF STATE HIGHWAY 78,
 CL2253'28 FEET NORTHWEST FROM THE CENTER OF THE DIRT ROAD,
 CL2253'23 FEET WEST FROM THE EDGE OF THE TREES,
 CL2253'17.5 FEET NORTHWEST FROM TELEPHONE POLE NUMBER 24 AND
 CL2253'8.0 FEET WEST OF A METAL WITNESS POST.
 CL2253'MARK IS LEVEL WITH STATION.
 CL2253'
 CL2253'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CL2253'STAMPED---BATSON NO 3 1978---,
 CL2253'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2253'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2253'51 FEET SOUTHWEST FROM OF THE CENTER OF STATE HIGHWAY 78,
 CL2253'3.5 FEET SOUTHEAST FROM A UTILITY POLE AND
 CL2253'3.5 FEET NORTH OF A METAL WITNESS POST.
 CL2253'MARK IS LEVEL WITH STATION.
 CL2253'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK
 CL2253'DISK STAMPED---BATSON NO 3 1978---, SET IN THE TOP OF AN
 CL2253'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CL2253'
 CL2253'TO REACH REFERENCE MARK 3 FROM THE STATION PROCEED
 CL2253'NORTH ON STATE HIGHWAY 78 FOR 0.1 MILE TO THE
 CL2253'REFERENCE MARK ON THE LEFT.
 CL2253'
 CL2253'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2255 ***********************************************************************
 CL2255  DESIGNATION -  BATSON RM 3
 CL2255  PID         -  CL2255
 CL2255  STATE/COUNTY-  GA/JOHNSON
 CL2255  USGS QUAD   -  ADRIAN (1974)
 CL2255
 CL2255                         *CURRENT SURVEY CONTROL
 CL2255  ___________________________________________________________________
 CL2255* NAD 83(1994)-  32 33 13.45727(N)    082 36 21.64495(W)     ADJUSTED  
 CL2255* NAVD 88     -        89.     (meters)     292.     (feet)  VERTCON   
 CL2255  ___________________________________________________________________
 CL2255  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CL2255  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CL2255
 CL2255  HORZ ORDER  -  SECOND
 CL2255
 CL2255.The horizontal coordinates were established by classical geodetic methods
 CL2255.and adjusted by the National Geodetic Survey in September 1997..
 CL2255
 CL2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2255
 CL2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2255
 CL2255.The geoid height was determined by GEOID03.
 CL2255
 CL2255;                    North         East     Units Scale Factor Converg.
 CL2255;SPC GA E     -   283,200.790   158,740.229   MT  0.99992099   -0 14 11.1
 CL2255;SPC GA E     -   929,134.59    520,800.23   sFT  0.99992099   -0 14 11.1
 CL2255;UTM  17      - 3,602,953.396   349,213.925   MT  0.99988037   -0 51 51.6
 CL2255
 CL2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2255!SPC GA E     -   0.99999055  x   0.99992099  =   0.99991154
 CL2255!UTM  17      -   0.99999055  x   0.99988037  =   0.99987092
 CL2255
 CL2255                          SUPERSEDED SURVEY CONTROL
 CL2255
 CL2255  NAD 83(1986)-  32 33 13.46158(N)    082 36 21.64355(W) AD(       ) 2
 CL2255  NAD 27      -  32 33 12.86891(N)    082 36 22.15971(W) AD(       ) 2
 CL2255  NGVD 29 (07/19/86)   89.     (m)          292.     (f) VERT ANG       
 CL2255
 CL2255.Superseded values are not recommended for survey control.
 CL2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2255.See file dsdata.txt to determine how the superseded data were derived.
 CL2255
 CL2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4921402953(NAD 83)
 CL2255_MARKER: DR = REFERENCE MARK DISK
 CL2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2255+STABILITY: SURFACE MOTION
 CL2255
 CL2255  HISTORY     - Date     Condition        Report By
 CL2255  HISTORY     - 1979     MONUMENTED       NGS
 CL2255
 CL2255                          STATION DESCRIPTION
 CL2255
 CL2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2255'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST
 CL2255'OF WRIGHTSVILLE, 3-3/4 MILES EAST OF SCOTT AND 2 MILES
 CL2255'NORTH-NORTHWEST OF ADRIAN.
 CL2255'
 CL2255'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CL2255'AND STATE HIGHWAYS 15, 78 AND 26 IN ADRIAN, GO NORTH ON HIGHWAY
 CL2255'78 FOR 1.9 MILES TO A WOODS ROAD ON THE RIGHT AND TRIANGULATION
 CL2255'STATION BATSON.  CONTINUE NORTH ON HIGHWAY 78 FOR 0.1 MILE TO
 CL2255'THE STATION ON THE LEFT AS DESCRIBED.
 CL2255'
 CL2255'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CL2255'STAMPED---BATSON NO 3 1978---,
 CL2255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2255'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2255'51 FEET SOUTHWEST FROM THE CENTER OF STATE HIGHWAY 78,
 CL2255'3.5 FEET SOUTHEAST FROM A UTILITY POLE AND
 CL2255'3.5 FEET NORTH FROM A METAL WITNESS POST.
 CL2255'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 CL2255'STAMPED---BATSON NO 3 1978---, SET IN THE TOP OF AN IRREGULAR
 CL2255'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 CL2255'
 CL2255'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL2255'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL2255'
 CL2255'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 CL2255'
 CL2255'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BATSON
 CL2255'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1644 ***********************************************************************
 BS1644  DESIGNATION -  BATTEN
 BS1644  PID         -  BS1644
 BS1644  STATE/COUNTY-  GA/COFFEE
 BS1644  USGS QUAD   -  BROXTON SOUTH (1977)
 BS1644
 BS1644                         *CURRENT SURVEY CONTROL
 BS1644  ___________________________________________________________________
 BS1644* NAD 83(1994)-  31 33 54.40596(N)    082 53 59.02752(W)     ADJUSTED  
 BS1644* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BS1644  ___________________________________________________________________
 BS1644  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BS1644  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BS1644
 BS1644  HORZ ORDER  -  FIRST
 BS1644
 BS1644.The horizontal coordinates were established by classical geodetic methods
 BS1644.and adjusted by the National Geodetic Survey in September 1997..
 BS1644
 BS1644.The orthometric height was scaled from a topographic map.
 BS1644
 BS1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1644
 BS1644.The geoid height was determined by GEOID03.
 BS1644
 BS1644;                    North         East     Units Scale Factor Converg.
 BS1644;SPC GA E     -   173,733.117   130,411.697   MT  0.99995971   -0 23 01.5
 BS1644;SPC GA E     -   569,989.40    427,859.04   sFT  0.99995971   -0 23 01.5
 BS1644;SPC GA W     -   174,196.217   820,270.884   MT  1.00007835   +0 39 47.8
 BS1644;SPC GA W     -   571,508.76  2,691,172.06   sFT  1.00007835   +0 39 47.8
 BS1644;UTM  17      - 3,493,798.375   319,703.539   MT  1.00000094   -0 59 41.0
 BS1644
 BS1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1644!SPC GA E     -   0.99998874  x   0.99995971  =   0.99994845
 BS1644!SPC GA W     -   0.99998874  x   1.00007835  =   1.00006709
 BS1644!UTM  17      -   0.99998874  x   1.00000094  =   0.99998968
 BS1644
 BS1644|---------------------------------------------------------------------|
 BS1644| PID    Reference Object                     Distance      Geod. Az  |
 BS1644|                                                           dddmmss.s |
 BS1644| CW4599 BATTEN RM 1                          33.458 METERS 00739     |
 BS1644| CW4601 BATTEN RM 3                          30.060 METERS 01106     |
 BS1644| CW4600 BATTEN RM 2                          31.754 METERS 09001     |
 BS1644| CW4598 BATTEN AZ MK                                       3534107.7 |
 BS1644|---------------------------------------------------------------------|
 BS1644
 BS1644                          SUPERSEDED SURVEY CONTROL
 BS1644
 BS1644  NAD 83(1986)-  31 33 54.40751(N)    082 53 59.03236(W) AD(       ) 1
 BS1644  NAD 27      -  31 33 53.71400(N)    082 53 59.50600(W) AD(       ) 1
 BS1644
 BS1644.Superseded values are not recommended for survey control.
 BS1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1644.See file dsdata.txt to determine how the superseded data were derived.
 BS1644
 BS1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ1970493798(NAD 83)
 BS1644_MARKER: DS = TRIANGULATION STATION DISK
 BS1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1644
 BS1644  HISTORY     - Date     Condition        Report By
 BS1644  HISTORY     - 1935     MONUMENTED       CGS
 BS1644  HISTORY     - 1969     GOOD             CGS
 BS1644  HISTORY     - 1975     GOOD             NGS
 BS1644
 BS1644                          STATION DESCRIPTION
 BS1644
 BS1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1644'TO REACH FROM COURT HOUSE AT DOUGLAS, GO NORTH 2.2 MILES ON STATE
 BS1644'HIGHWAY 31 TO T-ROAD.  TURN LEFT (AT 5 MAIL BOXES 0.1 MILE NORTH OF
 BS1644'SIGN BROXTON 7 MILES) FOR 1.7 MILES TO T-ROAD AND TURN RIGHT FOR
 BS1644'2.65 MILES TO STATION ON LEFT.  STATION IS 4.4 MILES (AIR LINE)
 BS1644'NORTHWEST OF DOUGLAS, ON PROPERTY BELONGING TO SAM BATTEN, 0.05
 BS1644'MILE NORTHWEST OF BATTENS HOUSE, 68.3 FEET WEST OF NORTHWEST CORNER
 BS1644'OF MOST NORTHERLY OF THREE TOBACCO BARNS ON NORTH SIDE OF ROAD, 25
 BS1644'FEET WEST OF CENTER LINE OF ROAD AT CENTER OF CURVE AND 14.0 FEET
 BS1644'NORTHEAST OF FENCE LINE RUNNING PARALLEL TO ROAD, AT POINT, WHERE
 BS1644'FENCE TURNS.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 BS1644'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BS1644'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS 13 PACES
 BS1644'NORTH-NORTHWEST OF NORTHWEST CORNER OF TOBACCO BARN, 5 PACES EAST OF
 BS1644'CENTER LINE OF ROAD AND 109.77 FEET NORTH OF STATION N 7 DEG 21 MIN E.
 BS1644'NO. 2 IS 16 PACES EAST OF CENTER LINE OF ROAD, 2
 BS1644'FEET WEST OF NORTHWEST CORNER OF MIDDLE OF TOBACCO BARN AND 104.17
 BS1644'FEET EAST OF STATION S 89 DEG 59 MIN E.  AZIMUTH MARK IS
 BS1644'JUST OUTSIDE OF FENCE INCLOSING FIRST CULTIVATED FIELD NORTH OF
 BS1644'STATION, 6 PACES EAST OF CENTER LINE OF ROAD AND 0.3 MILE
 BS1644'NORTH-NORTHWEST OF STATION N 6 DEG 19 MIN W.
 BS1644
 BS1644                          STATION RECOVERY (1969)
 BS1644
 BS1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 BS1644'STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 BS1644'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND OUT
 BS1644'OF THE GROUND AND WAS RESET AS REFERENCE MARK NO.  3 1969.
 BS1644'
 BS1644'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF DOUGLAS, 34.0
 BS1644'FT. WEST OF THE CENTER OF A SAND ROAD, 23.0 FT. EAST OF THE CENTER
 BS1644'OF WELL, 14.0 FT. SOUTH OF A 24-INCH OAK TREE AND 2.5 FT. WEST OF
 BS1644'A METAL WITNESS POST AND SIGN.  THE MONUMENT PROJECTS 3 INCHES AND
 BS1644'THE DISK IS STAMPED BATTEN 1935.
 BS1644'
 BS1644'REFERENCE MARK NO. 2 IS 50.0 FT. EAST OF THE CENTER OF ROAD AND
 BS1644'2.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF A TOBACCO BARN.
 BS1644'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BATTEN NO 2 1935.
 BS1644'
 BS1644'REFERENCE MARK NO. 3 IS 17.0 FT. EAST OF THE CENTER OF THE ROAD, 61
 BS1644'FT. SOUTHEAST OF A POWER POLE AND 1.0 FT. EAST OF A METAL WITNESS
 BS1644'POST AND SIGN.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 BS1644'STAMPED BATTEN NO 3 1969.
 BS1644'
 BS1644'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 17.0 FT. EAST OF THE
 BS1644'CENTER OF THE SAND ROAD AND 1.5 FT. SOUTH OF A FENCE AT OLD GATE
 BS1644'TO WOODS.  MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED BATTEN
 BS1644'AZ MK 1935.
 BS1644'
 BS1644'TO REACH THE STATION FROM THE COURT HOUSE IN DOUGLAS, GO WEST ON
 BS1644'STATE ROUTE 32 FOR 1.25 MILES TO JUNCTION OF STATE ROUTE 353, GO
 BS1644'NORTH ON ROUTE 353 FOR 4.7 MILES TO CROSSROAD, TURN SHARP RIGHT ON
 BS1644'GRADED ROAD FOR 0.8 MILE TO A T-ROAD, TURN RIGHT AND GO 0.2 MILE TO
 BS1644'TOP OF GRADE AND STATION ON THE RIGHT.
 BS1644'
 BS1644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BS1644'NORTHWEST OF DOUGLAS
 BS1644
 BS1644                          STATION RECOVERY (1975)
 BS1644
 BS1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BS1644'STATION MARK, REFERENCE MARKS 2, 3 AND AZIMUTH MARK WERE RECOVERED
 BS1644'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1969 RECOVERY NOTE
 BS1644'BY C.F. ODGERS IS ADEQUATE TO RECOVER ALL MARKS.
 BS1644'
 BS1644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 BS1644'NORTHWEST OF DOUGLAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1451 ***********************************************************************
 BS1451  DESIGNATION -  BATTLE
 BS1451  PID         -  BS1451
 BS1451  STATE/COUNTY-  GA/COLQUITT
 BS1451  USGS QUAD   -  MOULTRIE (1988)
 BS1451
 BS1451                         *CURRENT SURVEY CONTROL
 BS1451  ___________________________________________________________________
 BS1451* NAD 83(1994)-  31 09 09.61283(N)    083 46 15.87888(W)     ADJUSTED  
 BS1451* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BS1451  ___________________________________________________________________
 BS1451  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BS1451  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BS1451
 BS1451  HORZ ORDER  -  SECOND
 BS1451
 BS1451.The horizontal coordinates were established by classical geodetic methods
 BS1451.and adjusted by the National Geodetic Survey in September 1997..
 BS1451
 BS1451.The orthometric height was scaled from a topographic map.
 BS1451
 BS1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1451
 BS1451.The geoid height was determined by GEOID03.
 BS1451
 BS1451;                    North         East     Units Scale Factor Converg.
 BS1451;SPC GA W     -   127,842.172   737,716.499   MT  0.99991754   +0 12 16.7
 BS1451;SPC GA W     -   419,428.86  2,420,324.88   sFT  0.99991754   +0 12 16.7
 BS1451;UTM  17      - 3,449,828.184   235,830.333   MT  1.00046088   -1 26 03.7
 BS1451
 BS1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1451!SPC GA W     -   0.99999002  x   0.99991754  =   0.99990756
 BS1451!UTM  17      -   0.99999002  x   1.00046088  =   1.00045090
 BS1451
 BS1451|---------------------------------------------------------------------|
 BS1451| PID    Reference Object                     Distance      Geod. Az  |
 BS1451|                                                           dddmmss.s |
 BS1451| CW3313 BATTLE RM                                          10752     |
 BS1451| BS1425 EVELYN                              APPROX. 5.3 KM 1262630.0 |
 BS1451|---------------------------------------------------------------------|
 BS1451
 BS1451                          SUPERSEDED SURVEY CONTROL
 BS1451
 BS1451  NAD 83(1986)-  31 09 09.61336(N)    083 46 15.89266(W) AD(       ) 2
 BS1451  NAD 27      -  31 09 08.94300(N)    083 46 16.25800(W) AD(       ) 2
 BS1451
 BS1451.Superseded values are not recommended for survey control.
 BS1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1451.See file dsdata.txt to determine how the superseded data were derived.
 BS1451
 BS1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ3583049828(NAD 83)
 BS1451_MARKER: DS = TRIANGULATION STATION DISK
 BS1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1451
 BS1451  HISTORY     - Date     Condition        Report By
 BS1451  HISTORY     - 1917     MONUMENTED       CGS
 BS1451  HISTORY     - 1922     GOOD             CGS
 BS1451
 BS1451                          STATION DESCRIPTION
 BS1451
 BS1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1451'ABOUT 2 MILES SOUTH OF MOULTRIE, ON THE DESTROYED VALDOSTA,
 BS1451'MOULTRIE AND WESTERN RAILWAY, 1/2 MILE SOUTH OF ITS CROSSING WITH
 BS1451'GEORGIA NORTHERN RAILWAY, 170 METERS (558 FEET) SOUTH FROM
 BS1451'PRIVATE ROAD CROSSING AND 10 METERS (33 FEET) EAST OF TRACK.
 BS1451'REFERENCE MARK IS NAIL OR BOLT SET IN CONCRETE MOUND,
 BS1451'12.4 METERS (41 FEET) SOUTH OF FIRST TELEGRAPH POLE SOUTH OF
 BS1451'STATION, 24.18 METERS (79.3 FEET) FROM STATION IN GRID
 BS1451'AZIMUTH 287 DEG 39 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1946 ***********************************************************************
 CM1946  DESIGNATION -  BATTLE
 CM1946  PID         -  CM1946
 CM1946  STATE/COUNTY-  GA/MUSCOGEE
 CM1946  USGS QUAD   -  COLUMBUS (1983)
 CM1946
 CM1946                         *CURRENT SURVEY CONTROL
 CM1946  ___________________________________________________________________
 CM1946* NAD 83(1994)-  32 25 52.44584(N)    084 54 24.60472(W)     ADJUSTED  
 CM1946* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 CM1946  ___________________________________________________________________
 CM1946  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 CM1946  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CM1946
 CM1946  HORZ ORDER  -  FIRST
 CM1946
 CM1946.The horizontal coordinates were established by classical geodetic methods
 CM1946.and adjusted by the National Geodetic Survey in September 1997..
 CM1946
 CM1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1946
 CM1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1946
 CM1946.The geoid height was determined by GEOID03.
 CM1946
 CM1946;                    North         East     Units Scale Factor Converg.
 CM1946;SPC GA W     -   269,773.099   630,394.663   MT  0.99995973   -0 23 49.1
 CM1946;SPC GA W     -   885,080.58  2,068,219.82   sFT  0.99995973   -0 23 49.1
 CM1946;UTM  16      - 3,590,164.825   696,798.439   MT  1.00007761   +1 07 22.4
 CM1946
 CM1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1946!SPC GA W     -   0.99998109  x   0.99995973  =   0.99994082
 CM1946!UTM  16      -   0.99998109  x   1.00007761  =   1.00005870
 CM1946
 CM1946:                Primary Azimuth Mark                     Grid Az
 CM1946:SPC GA W     -  COLUMBUS LUNA DR TANK                    015 35 44.4
 CM1946:UTM  16      -  COLUMBUS LUNA DR TANK                    014 04 32.9
 CM1946
 CM1946|---------------------------------------------------------------------|
 CM1946| PID    Reference Object                     Distance      Geod. Az  |
 CM1946|                                                           dddmmss.s |
 CM1946| CM1949 COLUMBUS LUNA DR TANK               APPROX. 4.9 KM 0151155.3 |
 CM1946| CM1948 COLUMBUS TV STA WYEA MAST           APPROX. 3.6 KM 0340618.2 |
 CM1946| CM1889 COLUMBUS SCHATUCGO RD TANK          APPROX. 5.9 KM 0353615.2 |
 CM1946| CY8063 BATTLE RM 1                          21.665 METERS 21304     |
 CM1946| CY8064 BATTLE RM 2                          23.919 METERS 30043     |
 CM1946|---------------------------------------------------------------------|
 CM1946
 CM1946                          SUPERSEDED SURVEY CONTROL
 CM1946
 CM1946  NAD 83(1994)-  32 25 52.44912(N)    084 54 24.60312(W) AD(       ) 1
 CM1946  NAD 83(1986)-  32 25 52.45123(N)    084 54 24.60432(W) AD(       ) 1
 CM1946  NAD 27      -  32 25 51.93189(N)    084 54 24.85931(W) AD(       ) 1
 CM1946  NGVD 29 (07/19/86)  147.5    (m)          484.     (f) VERT ANG       
 CM1946
 CM1946.Superseded values are not recommended for survey control.
 CM1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1946.See file dsdata.txt to determine how the superseded data were derived.
 CM1946
 CM1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9679890165(NAD 83)
 CM1946_MARKER: DS = TRIANGULATION STATION DISK
 CM1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1946
 CM1946  HISTORY     - Date     Condition        Report By
 CM1946  HISTORY     - 1974     MONUMENTED       NGS
 CM1946
 CM1946                          STATION DESCRIPTION
 CM1946
 CM1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1946'NO SUITABLE LOCATION FOR A DISTANT RM.
 CM1946'
 CM1946'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE COURTHOUSE
 CM1946'IN COLUMBUS, 3.25 MILES EAST OF THE CHATTAHOOCHEE RIVER, AT THE
 CM1946'SITE OF THE BATTLE FOREST WATER TANK AND ON PROPERTY OWNED BY
 CM1946'THE COLUMBUS WATER WORKS.
 CM1946'
 CM1946'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80, 27 ALTERNATE AND
 CM1946'STATE ROUTE 1, AT THE SOUTH END OF THE COLUMBUS MUNICIPAL
 CM1946'AIRPORT, GO SOUTH ON ROUTE 1 FOR 4.5 MILES TO ST. MARYS ROAD
 CM1946'EXIT.  EXIT AND GO EAST ON ST. MARYS ROAD FOR 1.6 MILES TO THE
 CM1946'JUNCTION OF BUNKER HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CM1946'SOUTHERLY ON BUNKER HILL ROAD FOR 0.35 MILE TO FLANDERS ROAD ON
 CM1946'THE RIGHT.  TURN RIGHT, UPHILL, FOR 0.05 MILE TO THE WATER TANK
 CM1946'AND THE STATION AS DESCRIBED.
 CM1946'
 CM1946'THE STATION MARKS ARE STANDARD DISKS STAMPED BATTLE 1974.  THE
 CM1946'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM1946'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 63.2 FEET
 CM1946'NORTHEAST OF THE CORNER OF A SMALL SHED, 17.1 FEET SOUTHWEST OF
 CM1946'AND 14.5 FEET NORTHWEST OF THE FENCE WHICH SURROUNDS THE WATER
 CM1946'WORKS COMPOUND.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CM1946'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 CM1946'SURFACE.
 CM1946'
 CM1946'REFERENCE MARK 1, A STANDARD DISK STAMPED BATTLE NO 1 1974, IS
 CM1946'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM1946'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET EAST
 CM1946'OF THE LADDER LEG OF THE TANK, 58 FEET NORTHEAST OF THE FENCE,
 CM1946'12.9 FEET NORTHWEST OF THE FENCE, 2.1 FEET SOUTHWEST OF THE
 CM1946'SOUTHWEST CORNER OF THE SHED AND ABOUT 2 FEET LOWER THAN THE
 CM1946'STATION.
 CM1946'
 CM1946'REFERENCE MARK 2, A STANDARD DISK STAMPED BATTLE NO 2 1974, IS
 CM1946'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM1946'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 65.3 FEET
 CM1946'NORTH-NORTHEAST OF THE TANK RISER, 52.8 FEET SOUTHEAST OF THE
 CM1946'FENCE, 2.4 FEET SOUTHWEST OF THE FENCE AND ABOUT 6 FEET LOWER
 CM1946'THAN THE STATION.
 CM1946'
 CM1946'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1579 ***********************************************************************
 BS1579  DESIGNATION -  BAXLEY
 BS1579  PID         -  BS1579
 BS1579  STATE/COUNTY-  GA/APPLING
 BS1579  USGS QUAD   -  BAXLEY (1988)
 BS1579
 BS1579                         *CURRENT SURVEY CONTROL
 BS1579  ___________________________________________________________________
 BS1579* NAD 83(1994)-  31 46 27.72554(N)    082 20 31.15663(W)     ADJUSTED  
 BS1579* NAVD 88     -        61.32   (+/-2cm)     201.2    (feet)  VERTCON   
 BS1579  ___________________________________________________________________
 BS1579  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 BS1579  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BS1579
 BS1579  HORZ ORDER  -  FIRST
 BS1579  VERT ORDER  -  THIRD ? (See Below)
 BS1579
 BS1579.The horizontal coordinates were established by classical geodetic methods
 BS1579.and adjusted by the National Geodetic Survey in September 1997..
 BS1579
 BS1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1579.The vertical order pertains to the NGVD 29 superseded value.
 BS1579
 BS1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1579
 BS1579.The geoid height was determined by GEOID03.
 BS1579
 BS1579;                    North         East     Units Scale Factor Converg.
 BS1579;SPC GA E     -   196,713.598   183,394.549   MT  0.99990340   -0 05 32.4
 BS1579;SPC GA E     -   645,384.53    601,686.95   sFT  0.99990340   -0 05 32.4
 BS1579;UTM  17      - 3,516,210.270   372,927.420   MT  0.99979915   -0 42 24.3
 BS1579
 BS1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1579!SPC GA E     -   0.99999483  x   0.99990340  =   0.99989823
 BS1579!UTM  17      -   0.99999483  x   0.99979915  =   0.99979398
 BS1579
 BS1579|---------------------------------------------------------------------|
 BS1579| PID    Reference Object                     Distance      Geod. Az  |
 BS1579|                                                           dddmmss.s |
 BS1579| CW4602 BAXLEY RM                                          02247     |
 BS1579| BS1580 WHEATON                             APPROX. 6.4 KM 1121112.9 |
 BS1579| CR8187 BAXLEY RM 2                          23.574 METERS 24849     |
 BS1579| BS1654 BAXLEY AZ MK                        APPROX. 0.5 KM 2940120.6 |
 BS1579|---------------------------------------------------------------------|
 BS1579
 BS1579                          SUPERSEDED SURVEY CONTROL
 BS1579
 BS1579  NAD 83(1986)-  31 46 27.73723(N)    082 20 31.15638(W) AD(       ) 1
 BS1579  NAD 27      -  31 46 27.03500(N)    082 20 31.69300(W) AD(       ) 1
 BS1579  NGVD 29 (07/19/86)   61.57   (m)          202.0    (f) LEVELING    3  
 BS1579
 BS1579.Superseded values are not recommended for survey control.
 BS1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1579.See file dsdata.txt to determine how the superseded data were derived.
 BS1579
 BS1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7292716210(NAD 83)
 BS1579_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BS1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1579+STABILITY: SURFACE MOTION
 BS1579
 BS1579  HISTORY     - Date     Condition        Report By
 BS1579  HISTORY     - 1917     MONUMENTED       CGS
 BS1579  HISTORY     - 1922     GOOD             CGS
 BS1579  HISTORY     - 1968     MARK NOT FOUND   CGS
 BS1579  HISTORY     - 1985     GOOD             NGS
 BS1579
 BS1579                          STATION DESCRIPTION
 BS1579
 BS1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1579'ABOUT 0.2 MILE EAST OF RAILWAY STATION AT TOWN OF BAXLEY ON
 BS1579'SOUTHERN RAILWAY, ON RIGHT SIDE OF TRACKS, 39 METERS (128 FEET)
 BS1579'EAST OF EAST SWITCH SIGNAL OF RAILWAY SIDING, AND 6.24 METERS
 BS1579'(20.5 FEET) FROM RIGHT RAIL.  SURFACE MARK IS STANDARD DISK
 BS1579'IN CONCRETE.  UNDERGROUND MARK IS NAIL IN CONCRETE.
 BS1579'REFERENCE MARK IS LARGE NAIL IN SQUARE CONCRETE
 BS1579'POST, 10.835 METERS (35.54 FEET) FROM STATION IN GRID AZIMUTH
 BS1579'202 DEG 52 MIN.
 BS1579
 BS1579                          STATION RECOVERY (1968)
 BS1579
 BS1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 BS1579'THE MARK WAS SEARCHED FOR IN THE DESCRIBED AREA AND WAS NOT
 BS1579'LOCATED.
 BS1579'
 BS1579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BAXLEY
 BS1579
 BS1579                          STATION RECOVERY (1985)
 BS1579
 BS1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BS1579'THE STATION WAS RECOVERED AT THIS DATE.
 BS1579'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 BS1579'MARK WAS NOT RECOVERRES.  A NEW SURFACE MARK, A REFERENCE E MARK 2 AND
 BS1579'AN AZIMUTH MARK WERE ESTABLIHED.
 BS1579'
 BS1579'THE STATION IS LOCATED ON THE NORTH SIDE OF THE SOUTHERN RAILWAY
 BS1579'SPUR TRACK IN THE SOUTHEAST PART OF THE BUSINESS DISTRICT OF BAXLEY.
 BS1579'
 BS1579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1579'IN BAXLEY GO SOUTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) TO THE
 BS1579'NORTH SIDE OF THE RAILROAD CROSSING AT NORTHEAST PARK AVENUE.TURN
 BS1579'LEFT FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON THE LEFT.
 BS1579'CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT AT
 BS1579'THE END OF THE STREET.
 BS1579'
 BS1579'THE STATION IS A STANDARD NGS DISK
 BS1579'STAMPED---BAXLEY 1983---,
 BS1579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1579'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 BS1579'31.0 METERS (101.7 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 BS1579'SOUTHEAST GATE POST OF THE GULF OIL STORAGE DEPOT,
 BS1579'26.7 METERS (87.5 FT) SOUTHEAST FROM THE CENTER OF A ROAD CROSSING
 BS1579'THE TRACK,
 BS1579'18.3 METERS (60.0 FT) NORTHWEST FROM THE EXTENDED CENTER OF A
 BS1579'STREET LEADING NORTHEAST,
 BS1579'15.54 METERS (51.0 FT) SOUTHWEST FROM A RAILROAD CROSSING SIGN,
 BS1579'6.3 METERS (20.6 FT) NORTHEAST FROM THE NORTH RAIL OF THE MAIN
 BS1579'TRACK,
 BS1579'4.8 METERS (15.7 FT) NORTHWEST FROM THE CENTER OF THE ROAD AND,
 BS1579'2.0 METERS (6.5 FT) NORTHEAST FROM THE NORTH RAIL OF A SPUR TRACK.
 BS1579'THE UNDERGROUND MARK IS A LARGE NAIL SET IN
 BS1579'AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BS1579'
 BS1579'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 BS1579'STAMPED---BAXLEY 1917 NO 2 1983---,
 BS1579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1579'30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED
 BS1579'9.7 METERS (31.8 FT) SOUTHEAST FROM THE CENTER OF A ROAD CROSSING
 BS1579'THE TRACK,
 BS1579'8.4 METERS (27.5 FT) SOUTHWEST FROM THE SOUTH RAIL OF THE MAIN
 BS1579'TRACK,
 BS1579'5.3 METERS (17.3 FT) NORTHEAST FROM THE EXTENDED CENTER OF A ROAD
 BS1579'PARALLEL TO THE TRACK,
 BS1579'1.3 METERS (4.2 FT) SOUTHEAST FROM A POWER POLE AND
 BS1579'0.7 METERS (2.2 FT) NORTHWEST FROM A WITNESS POST.
 BS1579'MARK IS LEVEL WITH THE STATION.
 BS1579'
 BS1579'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 BS1579'STAMPED---BAXLEY 1917 1985---,
 BS1579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1579'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1579'26.6 METERS (87.3 FT) NORTHWEST FROM A POWER POLE WITH TWO
 BS1579'TRANSFORMERS,
 BS1579'21.3 METERS (70.0 FT) SOUTH FROM A GREEN METAL BUILDING,
 BS1579'14.3 METERS (47.0 FT) SOUTHEAST FROM A FIRE HYDRANT,
 BS1579'0.9 METERS (3.0 FT) SOUTHWEST FROM A WITNESS POST AND,
 BS1579'0.6 METERS (1.9 FT) NORTHEAST FROM THE BACK OF THE STREET CLUB
 BS1579'TO REACH THE AZIMUTH FROM THE STATION,
 BS1579'GO NORTHWEST FOR 0.32 KM (0.25 MI) ON PARK STREET TO THE STATION ON
 BS1579'THE RIGHT.
 BS1579'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BS1579'STAMPED---BAXLEY 1917 1985---,
 BS1579'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1579'
 BS1579'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1654 ***********************************************************************
 BS1654  DESIGNATION -  BAXLEY AZ MK
 BS1654  PID         -  BS1654
 BS1654  STATE/COUNTY-  GA/APPLING
 BS1654  USGS QUAD   -  BAXLEY (1988)
 BS1654
 BS1654                         *CURRENT SURVEY CONTROL
 BS1654  ___________________________________________________________________
 BS1654* NAD 83(1994)-  31 46 34.65068(N)    082 20 49.34633(W)     ADJUSTED  
 BS1654* NAVD 88     -        62.05   (+/-2cm)     203.6    (feet)  VERTCON   
 BS1654  ___________________________________________________________________
 BS1654  X           -     722,752.715 (meters)                     COMP
 BS1654  Y           -  -5,378,850.034 (meters)                     COMP
 BS1654  Z           -   3,339,386.938 (meters)                     COMP
 BS1654  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 BS1654  ELLIP HEIGHT-          33.54  (meters)          (09/03/97) GPS OBS
 BS1654  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BS1654
 BS1654  HORZ ORDER  -  FIRST
 BS1654  VERT ORDER  -  THIRD (See Below)
 BS1654  ELLP ORDER  -  FOURTH    CLASS II
 BS1654
 BS1654.The horizontal coordinates were established by GPS observations
 BS1654.and adjusted by the National Geodetic Survey in September 1997..
 BS1654
 BS1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1654.The vertical order pertains to the NGVD 29 superseded value.
 BS1654
 BS1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1654
 BS1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1654
 BS1654.The ellipsoidal height was determined by GPS observations
 BS1654.and is referenced to NAD 83.
 BS1654
 BS1654.The geoid height was determined by GEOID03.
 BS1654
 BS1654;                    North         East     Units Scale Factor Converg.
 BS1654;SPC GA E     -   196,927.659   182,916.339   MT  0.99990360   -0 05 41.9
 BS1654;SPC GA E     -   646,086.83    600,118.02   sFT  0.99990360   -0 05 41.9
 BS1654;UTM  17      - 3,516,429.424   372,451.582   MT  0.99980064   -0 42 34.0
 BS1654
 BS1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1654!SPC GA E     -   0.99999473  x   0.99990360  =   0.99989833
 BS1654!UTM  17      -   0.99999473  x   0.99980064  =   0.99979537
 BS1654
 BS1654                          SUPERSEDED SURVEY CONTROL
 BS1654
 BS1654  NAD 83(1986)-  31 46 34.66291(N)    082 20 49.34792(W) AD(       ) 1
 BS1654  NGVD 29 (12/08/88)   62.30   (m)          204.4    (f) LEVELING    3  
 BS1654
 BS1654.Superseded values are not recommended for survey control.
 BS1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1654.See file dsdata.txt to determine how the superseded data were derived.
 BS1654
 BS1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7245216429(NAD 83)
 BS1654_MARKER: DZ = AZIMUTH MARK DISK
 BS1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1654+STABILITY: SURFACE MOTION
 BS1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1654+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1986
 BS1654
 BS1654  HISTORY     - Date     Condition        Report By
 BS1654  HISTORY     - 1985     MONUMENTED       NGS
 BS1654  HISTORY     - 19861219 GOOD
 BS1654
 BS1654                          STATION DESCRIPTION
 BS1654
 BS1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BS1654'THE STATION IS LOCATED IN BAXLEY 150 METERS EAST OF THE SOUTHERN
 BS1654'RAILWAY STATION.
 BS1654'OWNERSHIP--CITY RIGHT OF WAY.
 BS1654'
 BS1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1654'IN BAXLEY, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) TO THE
 BS1654'NORTH SIDE OF THE RAILWAY TRACKS.  TURN LEFT ONTO NORTHEAST PARK
 BS1654'STREET FOR 0.16 KM (0.1 MI) TO THE STATION ON THE LEFT BETWEEN THE
 BS1654'SIDEWALK AND THE CURB AT THE REAR OF A GREEN METAL BUILDING.
 BS1654'
 BS1654'THE STATION IS A STANDARD NGS DISK
 BS1654'STAMPED---BAXLEY 1917 1985---,
 BS1654'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1654'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1654'26.6 METERS (87.3 FT) NORTHWEST FROM A POWER POLE WITH TWO
 BS1654'TRANSFORMERS,
 BS1654'21.3 METERS (70.0 FT) SOUTH FROM THE GREEN METAL BUILDING,
 BS1654'14.3 METERS (47.0 FT) SOUTHEAST FROM A FIRE HYDRANT,
 BS1654'0.9 METERS (3.0 FT) SOUTHWEST FROM A WITNESS POST AND,
 BS1654'0.6 METERS (1.9 FT) NORTHEAST FROM THE BACK OF THE STREET CURB.
 BS1654'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BS1654'STAMPED---BAXLEY 1917 1985---,
 BS1654'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1654'
 BS1654'DESCRIBED BY B. PUTZIGER.
 BS1654
 BS1654                          STATION RECOVERY (1986)
 BS1654
 BS1654'RECOVERED 1986
 BS1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1246 ***********************************************************************
 BR1246  DESIGNATION -  BAY
 BR1246  PID         -  BR1246
 BR1246  STATE/COUNTY-  GA/BRYAN
 BR1246  USGS QUAD   -  LIMERICK SE (1988)
 BR1246
 BR1246                         *CURRENT SURVEY CONTROL
 BR1246  ___________________________________________________________________
 BR1246* NAD 83(1994)-  31 47 53.92887(N)    081 16 03.42296(W)     ADJUSTED  
 BR1246* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1246  ___________________________________________________________________
 BR1246  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BR1246  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 BR1246
 BR1246  HORZ ORDER  -  SECOND
 BR1246
 BR1246.The horizontal coordinates were established by classical geodetic methods
 BR1246.and adjusted by the National Geodetic Survey in September 1997..
 BR1246
 BR1246.The orthometric height was scaled from a topographic map.
 BR1246
 BR1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1246
 BR1246.The geoid height was determined by GEOID03.
 BR1246
 BR1246;                    North         East     Units Scale Factor Converg.
 BR1246;SPC GA E     -   199,707.057   285,132.469   MT  0.99998936   +0 28 25.6
 BR1246;SPC GA E     -   655,205.57    935,472.11   sFT  0.99998936   +0 28 25.6
 BR1246;UTM  17      - 3,518,111.805   474,666.880   MT  0.99960791   -0 08 27.7
 BR1246
 BR1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1246!SPC GA E     -   1.00000458  x   0.99998936  =   0.99999394
 BR1246!UTM  17      -   1.00000458  x   0.99960791  =   0.99961248
 BR1246
 BR1246:                Primary Azimuth Mark                     Grid Az
 BR1246:SPC GA E     -  SUNBURY                                  196 26 58.4
 BR1246:UTM  17      -  SUNBURY                                  197 03 51.7
 BR1246
 BR1246|---------------------------------------------------------------------|
 BR1246| PID    Reference Object                     Distance      Geod. Az  |
 BR1246|                                                           dddmmss.s |
 BR1246| BR0546 SUNBURY                             APPROX. 3.6 KM 1965524.0 |
 BR1246| CW4605 BAY RM 2                             15.130 METERS 26948     |
 BR1246|---------------------------------------------------------------------|
 BR1246
 BR1246                          SUPERSEDED SURVEY CONTROL
 BR1246
 BR1246  NAD 83(1986)-  31 47 53.94457(N)    081 16 03.43838(W) AD(       ) 2
 BR1246  NAD 27      -  31 47 53.16000(N)    081 16 04.05600(W) AD(       ) 2
 BR1246
 BR1246.Superseded values are not recommended for survey control.
 BR1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1246.See file dsdata.txt to determine how the superseded data were derived.
 BR1246
 BR1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7466718112(NAD 83)
 BR1246_MARKER: DS = TRIANGULATION STATION DISK
 BR1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1246
 BR1246  HISTORY     - Date     Condition        Report By
 BR1246  HISTORY     - 1934     MONUMENTED       CGS
 BR1246
 BR1246                          STATION DESCRIPTION
 BR1246
 BR1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1246'ON S.W. POINT OF TREES ON SMALL ISLAND EAST OF DUTCHMAN BAY,
 BR1246'MEDWAY RIVER.  300 METERS EAST OF H.W.L.  200 METERS NORTH
 BR1246'OF H.W.L. OF SMALL CREEK EXTENDING TO THE N.W. AND 8 METERS
 BR1246'SOUTH OF TREE LINE.  STATION MARK--STANDARD DISC IN 1 FT X
 BR1246'1 FT X 3 FT CONCRETE MONUMENT.  R.M.S SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4215 ***********************************************************************
 CK4215  DESIGNATION -  BAY BRANCH 1935 RM 4
 CK4215  PID         -  CK4215
 CK4215  STATE/COUNTY-  GA/SCREVEN
 CK4215  USGS QUAD   -  BAY BRANCH (1978)
 CK4215
 CK4215                         *CURRENT SURVEY CONTROL
 CK4215  ___________________________________________________________________
 CK4215* NAD 83(1994)-  32 47 00.04263(N)    081 45 29.38024(W)     ADJUSTED  
 CK4215* NAVD 88     -        96.42   (+/-2cm)     316.3    (feet)  VERTCON   
 CK4215  ___________________________________________________________________
 CK4215  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK4215  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CK4215
 CK4215  HORZ ORDER  -  FIRST
 CK4215  VERT ORDER  -  THIRD (See Below)
 CK4215
 CK4215.The horizontal coordinates were established by classical geodetic methods
 CK4215.and adjusted by the National Geodetic Survey in September 1997..
 CK4215
 CK4215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4215.The vertical order pertains to the NGVD 29 superseded value.
 CK4215
 CK4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4215
 CK4215.The geoid height was determined by GEOID03.
 CK4215
 CK4215;                    North         East     Units Scale Factor Converg.
 CK4215;SPC GA E     -   308,650.079   238,265.490   MT  0.99991805   +0 13 16.3
 CK4215;SPC GA E     - 1,012,629.47    781,709.36   sFT  0.99991805   +0 13 16.3
 CK4215;UTM  17      - 3,627,523.340   429,002.287   MT  0.99966215   -0 24 37.9
 CK4215
 CK4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4215!SPC GA E     -   0.99998959  x   0.99991805  =   0.99990764
 CK4215!UTM  17      -   0.99998959  x   0.99966215  =   0.99965174
 CK4215
 CK4215|---------------------------------------------------------------------|
 CK4215| PID    Reference Object                     Distance      Geod. Az  |
 CK4215|                                                           dddmmss.s |
 CK4215| CK4492 BAY BRANCH RM 2                      25.877 METERS 07711     |
 CK4215| CK4493 BAY BRANCH RM 3                     340.523 METERS 08933     |
 CK4215| CK4214 BAY BRANCH RESET                     50.412 METERS 10121     |
 CK4215| AB3574 SYLVANIA LOT                        APPROX. 6.2 KM 1664307.1 |
 CK4215|---------------------------------------------------------------------|
 CK4215
 CK4215                          SUPERSEDED SURVEY CONTROL
 CK4215
 CK4215  NAD 83(1986)-  32 47 00.04156(N)    081 45 29.37521(W) AD(       ) 1
 CK4215  NGVD 29 (05/08/96)   96.66   (m)          317.1    (f) LEVELING    3  
 CK4215
 CK4215.Superseded values are not recommended for survey control.
 CK4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4215.See file dsdata.txt to determine how the superseded data were derived.
 CK4215
 CK4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2900227523(NAD 83)
 CK4215_MARKER: DS = TRIANGULATION STATION DISK
 CK4215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4215
 CK4215  HISTORY     - Date     Condition        Report By
 CK4215  HISTORY     - 1981     MONUMENTED       GADT
 CK4215
 CK4215                          STATION DESCRIPTION
 CK4215
 CK4215'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK4215'THE STATION WAS RECOVERED AND IS LOCATED ABOUT 12.25 KM (7.6 MI) WEST
 CK4215'NORTHWEST OF SYLVANIA, 14.65 KM (9.1 MI) SOUTHWEST OF HILLTONIA AND
 CK4215'13.7 KM (8.5 MI) NORTHEAST OF SCARSBORO. PROPERTY IS OCCUPIED BY MR.
 CK4215'JOHN PARRISH.  THE PROPERTY OWNER LIVES ABOUT 1/2 MILE SOUTH OF THE
 CK4215'STATION IN A WHITE BRICK HOUSE ON THE LEFT SIDE OF THE ROAD.
 CK4215'OWNERSHIP--MR. WARD BRINSON, BOX 52, SYLVANIA, GA. PHONE 912-863-7322.
 CK4215'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 301 BY PASS
 CK4215'(STATE ROUTE 73 LOOP) AND STATE ROUTE 21 IN SYLVANIA, GO
 CK4215'WEST-NORTHWEST ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE
 CK4215'JUNCTION OF DIRT COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG
 CK4215'STATE ROUTE 21 FOR 5 KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 CK4215'92175 TO THE LEFT, AND DIRT COUNTY ROAD 92175 TO THE RIGHT.  CONTINUE
 CK4215'GOING WEST ALONG STATE ROUTE 21 FOR 0.1 KM (0.05 MI) TO THE STATION ON
 CK4215'THE RIGHT.
 CK4215'THE STATION IS A STANDARD NGS REFERENCE MARK DISK STAMPED---BAY BRANCH
 CK4215'1935 NO 4 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5
 CK4215'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 19.35 METERS (63.50
 CK4215'FT) NORTH FROM THE CENTERLINE OF STATE ROUTE 21, 6.55 METERS (21.50
 CK4215'FT) NORTHEAST FROM THE CENTERLINE OF A DIRT DRIVEWAY FORKING OFF A
 CK4215'DRIVEWAY TO THE NORTH IN A NORTHWESTERLY DIRECTION, 19.65 METERS
 CK4215'(64.50 FT) SOUTH-SOUTHEAST FROM A 20 INCH PINE TREE, 9.60 METERS
 CK4215'(31.50 FT) SOUTH FROM A 30 INCH PINE TREE, 34.29 METERS (112.5 FT)
 CK4215'WEST FROM A 14 INCH PECAN TREE, AND 1.95 METERS (6.40 FT) SOUTH FROM A
 CK4215'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK
 CK4215'DISK STAMPED---BAY BRANCH 1935 NO 4 1981---, SET INTO AN IRREGULAR
 CK4215'MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CK4215'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 CK4215'GA.  1975.  REVISED AUGUST 1976.
 CK4215'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4214 ***********************************************************************
 CK4214  DESIGNATION -  BAY BRANCH RESET
 CK4214  PID         -  CK4214
 CK4214  STATE/COUNTY-  GA/SCREVEN
 CK4214  USGS QUAD   -  BAY BRANCH (1978)
 CK4214
 CK4214                         *CURRENT SURVEY CONTROL
 CK4214  ___________________________________________________________________
 CK4214* NAD 83(1994)-  32 46 59.72047(N)    081 45 27.48089(W)     ADJUSTED  
 CK4214* NAVD 88     -        96.1    (meters)     315.     (feet)  VERTCON   
 CK4214  ___________________________________________________________________
 CK4214  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK4214  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CK4214
 CK4214  HORZ ORDER  -  SECOND
 CK4214
 CK4214.The horizontal coordinates were established by classical geodetic methods
 CK4214.and adjusted by the National Geodetic Survey in September 1997..
 CK4214
 CK4214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4214
 CK4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4214
 CK4214.The geoid height was determined by GEOID03.
 CK4214
 CK4214;                    North         East     Units Scale Factor Converg.
 CK4214;SPC GA E     -   308,640.346   238,314.950   MT  0.99991810   +0 13 17.3
 CK4214;SPC GA E     - 1,012,597.54    781,871.63   sFT  0.99991810   +0 13 17.3
 CK4214;UTM  17      - 3,627,513.065   429,051.624   MT  0.99966207   -0 24 36.9
 CK4214
 CK4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4214!SPC GA E     -   0.99998964  x   0.99991810  =   0.99990774
 CK4214!UTM  17      -   0.99998964  x   0.99966207  =   0.99965171
 CK4214
 CK4214|---------------------------------------------------------------------|
 CK4214| PID    Reference Object                     Distance      Geod. Az  |
 CK4214|                                                           dddmmss.s |
 CK4214| CK4491 BAY BRANCH RM 1                      31.020 METERS 07644     |
 CK4214| CK4490 BAY BRANCH AZ MK                                   0845147.9 |
 CK4214| CK4493 BAY BRANCH RM 3                     291.359 METERS 08731     |
 CK4214| CK4138 SYLVANIA MUNICIPAL TANK             APPROX.11.8 KM 1074649.5 |
 CK4214| CK4215 BAY BRANCH 1935 RM 4                 50.412 METERS 28121     |
 CK4214| CK4492 BAY BRANCH RM 2                      28.824 METERS 30254     |
 CK4214|---------------------------------------------------------------------|
 CK4214
 CK4214                          SUPERSEDED SURVEY CONTROL
 CK4214
 CK4214  NAD 83(1986)-  32 46 59.71926(N)    081 45 27.47497(W) AD(       ) 2
 CK4214  NAD 27      -  32 46 59.12500(N)    081 45 28.07200(W) AD(       ) 2
 CK4214  NGVD 29 (05/08/96)   96.3    (m)          316.     (f) VERT ANG       
 CK4214
 CK4214.Superseded values are not recommended for survey control.
 CK4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4214.See file dsdata.txt to determine how the superseded data were derived.
 CK4214
 CK4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2905227513(NAD 83)
 CK4214_MARKER: DS = TRIANGULATION STATION DISK
 CK4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4214_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CK4214
 CK4214  HISTORY     - Date     Condition        Report By
 CK4214  HISTORY     - 1935     MONUMENTED       CGS
 CK4214  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CK4214  HISTORY     - 1974     GOOD             GADT
 CK4214  HISTORY     - 1974     GOOD             NGS
 CK4214  HISTORY     - 1981     GOOD             GADT
 CK4214
 CK4214                          STATION DESCRIPTION
 CK4214
 CK4214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4214'ABOUT 11 MILES EAST OF MILLEN, ABOUT 7.5 MILES NORTHWEST OF
 CK4214'SYLVANIA, ON STATE HIGHWAY 21, AT BAY BRANCH SCHOOL AND CROSSROADS,
 CK4214'ON PROPERTY BELONGING TO L.R. BRINSON, 0.15 MILE WEST OF BAY
 CK4214'BRANCH SCHOOL, 100 YARDS WEST OF CROSSROADS, 37.6 FEET SOUTHEAST OF
 CK4214'WELL, 33.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOME OF R.C.
 CK4214'BRINSON AND 30 FEET NORTH OF CENTER LINE OF ROAD.  TO REACH FROM
 CK4214'COURTHOUSE IN SYLVANIA, FOLLOW STATE HIGHWAY 21 FOR 8.6 MILES WEST
 CK4214'TO CROSS ROAD AND STATION.  SURFACE AND UNDERGROUND MARKS ARE
 CK4214'STANDARD DISKS IN CONCRETE.  UPPER MARK IS ABOUT
 CK4214'FLUSH WITH GROUND.  REFERENCE MARKS ARE STANDARD DISKS IN SQUARE
 CK4214'CONCRETE MONUMENTS.
 CK4214'REFERENCE MARK NO. 1 IS ALONG FENCE LINE, 25 PACES NORTH
 CK4214'OF CENTER LINE OF ROAD AND 101.96 FEET EAST-NORTHEAST OF STATION
 CK4214'N 76 DEG 44 MIN E.  NO. 2 IS 54.0 FEET NORTH OF CENTER LINE OF
 CK4214'ROAD, 41.3 FEET WEST OF SOUTHWEST CORNER OF BRINSONS HOUSE AND 94.54
 CK4214'FEET WEST OF STATION N 57 DEG 06 MIN W.  AZIMUTH MARK IS SET
 CK4214'IN LOWEST STEP OF MAIN (WEST) ENTRANCE TO SCHOOL, 24 FEET NORTH OF
 CK4214'SOUTH SIDE, 6.5 FEET SOUTH OF NORTH SIDE OF STEP AND 0.15 MILE
 CK4214'EAST-NORTHEAST OF STATION N 84 DEG 52 MIN E.
 CK4214
 CK4214                          STATION RECOVERY (1954)
 CK4214
 CK4214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4214'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT THE AZMUTH MARK WHICH
 CK4214'WAS DESTROYED WHEN THE BAY BRANCH SCHOOL WAS REBUILT.  BOTH STATION
 CK4214'MARKS WERE RESET QUITE LOWER.
 CK4214'
 CK4214'THE STATION, BOTH MARKS STAMPED BAY BRANCH 1935 1954,
 CK4214'THE UPPER MARK ABOUT 3 IN. UNDER THE SLOWLY ERODING GROUND
 CK4214'SURFACE, IS ABOUT 7-1/2 MI. W-NW OF SYLVANIA, ABOUT 100 YD. W-NW OF
 CK4214'BAY BRANCH SCHOOL CROSSROADS, 74.5 FT. N OF THE CENTER OF GEORGIA
 CK4214'HIGHWAY 21, 38 FT. N-NW OF A TELEPHONE POLE, 37.5 FT. SW OF THE
 CK4214'CENTER OF A WELL, AND 33.5 FT. S-SE OF THE SE CORNER OF THE
 CK4214'FRAMEHOUSE OF OWNER-OCCUPANT WARD BRINSON.
 CK4214'
 CK4214'BAY BRANCH NO 1 1935, SO STAMPED, PROJECTING 6 IN., IS
 CK4214'101.65 FT. (IT WAS MEASURED AS 101.96 FT. IN 1935 AND THAT CHECKS THE
 CK4214'SLOPE MEASUREMENT NOW) N 76 DEG 44 MIN E FROM THE STATION,
 CK4214'123 FT. N OF THE CENTER OF THE HIGHWAY, 80 FT. E OF THE CENTER OF A
 CK4214'WELL, 15.7 FT. N-NE OF A POWER POLE, AND 4 FT.  S OF A FENCE.
 CK4214'
 CK4214'BAY BRANCH NO 2 1935, SO STAMPED, PROJECTING 5 IN., IS
 CK4214'94.53 FT. N 57 DEG 06 MIN W FROM THE STATION, 103 FT. N
 CK4214'OF THE CENTER OF THE HIGHWAY, 64 FT. E OF A 24-IN. PINE TREE, AND
 CK4214'ABOUT ON THE CREST OF THE RIDGE.
 CK4214
 CK4214                          STATION RECOVERY (1974)
 CK4214
 CK4214'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974
 CK4214'STATION, RM 1, AND RM 2 WERE FOUND GOOD.  THIS PARTY VISITED STATION
 CK4214'WITH R.P. CONRADY OF N.G.S. MARK MAINTENANCE, AND ASSISTED WITH RM 3
 CK4214'SET AND DATA CHECK.
 CK4214'
 CK4214'SEVERAL DAYS LATER AS OUR TRAVERSE FROM STATION BASCOM WAS
 CK4214'COMPLETED, THE ABOVE MEASUREMENTS WERE MADE.
 CK4214'
 CK4214'BAY BRANCH BAPTIST CHURCH IS AT THE SOUTHEAST CORNER OF THE
 CK4214'INTERSECTION IN THE COMMUNITY OF BAY BRANCH.  THE SPIRE IS OF THE
 CK4214'NEW METAL CONSTRUCTION WHICH COMES TO A VERY SHARP POINT, PAINTED
 CK4214'WHITE, AND IS 40 FEET ABOVE GROUND.
 CK4214'
 CK4214'BV 124-18 (GA DOT) IS A STATE DISK IN CONCRETE STAMPED BV 124-18,
 CK4214'515.977 FEET IN GRID DISTANCE FROM THE STATION.
 CK4214'
 CK4214'BV 124-18 IS LOCATED 48 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 CK4214'21, 99.5 FEET WEST OF THE WEST END OF A PIPE UNDER A DIRT DRIVE
 CK4214'LEADING SOUTH FROM STATE ROUTE 21, 43.2 FEET NORTHWEST OF A POWER
 CK4214'POLE, 5 FEET NORTH OF A FENCELINE, AND 3 FEET NORTH OF A STATE
 CK4214'WITNESS POST.
 CK4214'
 CK4214'RM 3 TO BAY BRANCH GRID DISTANCE IS 955.832.
 CK4214'
 CK4214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 CK4214'NORTHWEST OF SYLVANIA.
 CK4214'
 CK4214'HEIGHT OF LIGHT ABOVE STATION MARK 5.1 FEET.
 CK4214
 CK4214                          STATION RECOVERY (1974)
 CK4214
 CK4214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CK4214'RM 1 TO RM 2 OBSTRUCTED BY HOUSE.
 CK4214'
 CK4214'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 CK4214'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND
 CK4214'2 CHECKED THE 1954 RECOVERY NOTE BY W.H.B.  AN AZIMUTH MARK WAS
 CK4214'ESTABLISHED AT THIS TIME.  A POLARIS OBSERVATION WAS OBSERVED.
 CK4214'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4214'
 CK4214'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF HILLTONIA AND 0.05 MILE
 CK4214'NORTHWEST OF THE BAY BRANCH BAPTIST CHURCH.
 CK4214'
 CK4214'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BYPASS
 CK4214'AND STATE HIGHWAY 21 ABOUT 1 MILE NORTHWEST OF DOWNTOWN SYLVANIA, GO
 CK4214'NORTHWEST AND WEST ON STATE HIGHWAY 21 FOR 6.6 MILES TO A
 CK4214'CROSSROAD AND THE BAY BRANCH BAPTIST CHURCH ON LEFT.  CONTINUE
 CK4214'AHEAD WESTERLY FOR 0.05 MILE TO THE STATION ON RIGHT.
 CK4214'
 CK4214'STATION MARK, A STANDARD DISK STAMPED BAY BRANCH 1935 1954, IS SET
 CK4214'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 CK4214'FLUSH WITH THE GROUND SURFACE.  IT IS 319.5 FEET NORTHWEST OF THE
 CK4214'CENTER OF INTERSECTION OF STATE HIGHWAY 21 AND A DIRT CROSSROAD,
 CK4214'107 FEET SOUTHWEST OF A LARGE PINE TREE, 74 FEET NORTH OF THE
 CK4214'CENTER OF STATE HIGHWAY 21, 54 FEET EAST OF A 10-INCH PECAN TREE,
 CK4214'42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 1
 CK4214'FOOT SOUTH OF A METAL WITNESS POST.
 CK4214'
 CK4214'REFERENCE MARK 1, A STANDARD DISK STAMPED BAY BRANCH NO 1 1935, IS
 CK4214'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 CK4214'INCHES ABOVE THE GROUND SURFACE.  IT IS 124 FEET NORTH-NORTHWEST
 CK4214'OF THE CENTER OF HIGHWAY 21, 56.5 FEET SOUTHEAST OF THE CENTER
 CK4214'OF THE LARGE PINE TREE, 37.5 FEET NORTHEAST OF A POWER LINE POLE
 CK4214'WITH A TRANSFORMER AND 5 FEET NORTH OF A WIRE FENCE.
 CK4214'
 CK4214'REFERENCE MARK 2, A STANDARD DISK STAMPED BAY BRANCH NO 2 1935, IS
 CK4214'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CK4214'5-INCHES ABOVE THE GROUND SURFACE.  IT IS 103 FEET NORTH-NORTHWEST
 CK4214'OF THE CENTER OF STATE HIGHWAY 21, 43 FEET NORTHWEST OF THE CENTER
 CK4214'OF THE PECAN TREE, 29 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CK4214'HOUSE AND 25 FEET EAST OF THE CENTER OF A DRIVEWAY TO THE NORTH.
 CK4214'
 CK4214'AZIMUTH MARK, A STANDARD DISK STAMPED BAY BRANCH AZ NO 3 1935 1974,
 CK4214'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CK4214'IS SET FLUSH.  IT IS 136 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 CK4214'SCHOOL BUILDING, 66 FEET NORTH OF THE SOUTHWEST CORNER AND 7 FEET
 CK4214'WEST OF THE WEST SIDE OF THE SCHOOL BUILDING.  NOTICE--THIS MARK
 CK4214'IS NOW ON PROPERTY OF THE SCREVEN COUNTY ACADMEY.(PRIVATE SCHOOL)
 CK4214'
 CK4214'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON
 CK4214'HIGHWAY 21 FOR 0.2 MILE TO THE SCHOOL BUILDING 0.05 MILE NORTH OF
 CK4214'THE HIGHWAY.
 CK4214'
 CK4214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CK4214'NORTHWEST OF SYLVANIA.
 CK4214
 CK4214                          STATION RECOVERY (1981)
 CK4214
 CK4214'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK4214'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2, AND REFERENCE MARK 3
 CK4214'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.L. NOVAK IN 1974.
 CK4214'REFERENCE MARK 3 WAS CALLED AZ MK NO 3 IN THE 1974 RECOVERY.
 CK4214'ADDITIONAL REFERENCES FOR REFERENCE MARK 3 ARE AS FOLLOWS.  12.34
 CK4214'METERS (40.50 FT) SOUTHEAST FROM THE SOUTHWEST CORNER AT THE WEST END
 CK4214'OF A CONCRETE WALKWAY TO THE WEST OF THE SCHOOL BUILDING, AND 32.15
 CK4214'METERS (105.5 FT) EAST-SOUTHEAST FROM A FLAG POLE IN A 0.76 METER (2.5
 CK4214'FT) SQUARE CONCRETE SLAB TO THE WEST OF THE SCHOOL BUILDING.  BAY
 CK4214'BRANCH 1935 RM 4 WAS SET AND A TRAVERSE TIE MADE TO THE STATION
 CK4214'BECAUSE A TOWER COULD NOT BE BUILT ON THE STATION.   A LOCAL
 CK4214'DESCRIPTION FOR THE RM 4 FOLLOWS. REFERENCE MARK NUMBER 4 IS A
 CK4214'STANDARD NGS REFERENCE MARK DISK STAMPED---BAY BRANCH 1935 NO 4
 CK4214'1981---, SET IN THE TOP OF A 30.5 CM CONCRETE POST FLUSH WITH THE
 CK4214'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS
 CK4214'REFERENCE MARK DISK STAMPED---BAY BRANCH 1935 NO 4 1981---, SET IN AN
 CK4214'IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE OF THE GROUND.
 CK4214'IT IS LOCATED IN THE FORK OF TWO DRIVEWAYS, 19.35 METERS (63.50 FT)
 CK4214'NORTH FROM THE CENTERLINE OF STATE ROUTE 21, 6.55 METERS (21.50 FT)
 CK4214'NORTHEAST FROM THE CENTERLINE OF THE DIRT DRIVEWAY LEADING
 CK4214'NORTHWESTERLY. 19.65 METERS (64.50 FT) SOUTH-SOUTHEAST FROM A 20 INCH
 CK4214'PINE TREE, 9.60 METERS (31.50 FT) SOUTH FROM A 30 INCH PINE TREE,
 CK4214'34.29 METERS (112.5 FT) WEST FROM A 14 INCH PECAN TREE, AND 1.95
 CK4214'METERS (6.40 FT) SOUTH FROM A WITNESS POST.
 CK4214'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 CK4214'GA.  1975.  REVISED AUGUST 1976.
 CK4214'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4493 ***********************************************************************
 CK4493  DESIGNATION -  BAY BRANCH RM 3
 CK4493  PID         -  CK4493
 CK4493  STATE/COUNTY-  GA/SCREVEN
 CK4493  USGS QUAD   -  BAY BRANCH (1978)
 CK4493
 CK4493                         *CURRENT SURVEY CONTROL
 CK4493  ___________________________________________________________________
 CK4493* NAD 83(1994)-  32 47 00.12944(N)    081 45 16.29492(W)     ADJUSTED  
 CK4493* NAVD 88     -        91.9    (meters)     302.     (feet)  VERTCON   
 CK4493  ___________________________________________________________________
 CK4493  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CK4493  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 CK4493
 CK4493  HORZ ORDER  -  SECOND
 CK4493
 CK4493.The horizontal coordinates were established by classical geodetic methods
 CK4493.and adjusted by the National Geodetic Survey in September 1997..
 CK4493
 CK4493.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4493
 CK4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4493
 CK4493.The geoid height was determined by GEOID03.
 CK4493
 CK4493;                    North         East     Units Scale Factor Converg.
 CK4493;SPC GA E     -   308,654.073   238,605.962   MT  0.99991837   +0 13 23.4
 CK4493;SPC GA E     - 1,012,642.57    782,826.39   sFT  0.99991837   +0 13 23.4
 CK4493;UTM  17      - 3,627,523.580   429,342.695   MT  0.99966156   -0 24 30.8
 CK4493
 CK4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4493!SPC GA E     -   0.99999030  x   0.99991837  =   0.99990867
 CK4493!UTM  17      -   0.99999030  x   0.99966156  =   0.99965186
 CK4493
 CK4493                          SUPERSEDED SURVEY CONTROL
 CK4493
 CK4493  NAD 83(1986)-  32 47 00.12834(N)    081 45 16.28983(W) AD(       ) 2
 CK4493  NGVD 29 (05/08/96)   92.1    (m)          302.     (f) VERT ANG       
 CK4493
 CK4493.Superseded values are not recommended for survey control.
 CK4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4493.See file dsdata.txt to determine how the superseded data were derived.
 CK4493
 CK4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2934327524(NAD 83)
 CK4493_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK4493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4493
 CK4493  HISTORY     - Date     Condition        Report By
 CK4493  HISTORY     - 1974     MONUMENTED       NGS
 CK4493  HISTORY     - 1981     GOOD             GADT
 CK4493
 CK4493                          STATION DESCRIPTION
 CK4493
 CK4493'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK4493'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974
 CK4493'EXCEPT IT WAS NAMED---BAY BRANCH 1935 RM 3 AZ---, AND WAS WRONG.  THE
 CK4493'STATION IS NOW STAMPED--- BAY BRANCH 1935 RM 3---,  ADDITIONAL
 CK4493'REFERENCES ARE LISTED AS FOLLOWS. 12.34 METERS (40.5 FT) SOUTHEAST
 CK4493'FROM THE SOUTHWEST CORNER OF A CONCRETE WALKWAY TO THE WEST SIDE OF
 CK4493'THE SCHOOL BUILDING, AND 32.15 METERS (105.5 FT) EAST-SOUTHEAST FROM A
 CK4493'FLAG POLE SET IN A 2.5 FT SQUARE CONCRETE SLAB TO THE WEST OF THE
 CK4493'SCHOOL BUILDING.
 CK4493'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0833 ***********************************************************************
 DG0833  DESIGNATION -  BB
 DG0833  PID         -  DG0833
 DG0833  STATE/COUNTY-  GA/HENRY
 DG0833  USGS QUAD   -  LOCUST GROVE (1981)
 DG0833
 DG0833                         *CURRENT SURVEY CONTROL
 DG0833  ___________________________________________________________________
 DG0833* NAD 83(1986)-  33 20 20.     (N)    084 05 32.     (W)     SCALED    
 DG0833* NAVD 88     -       234.615  (meters)     769.73   (feet)  ADJUSTED  
 DG0833  ___________________________________________________________________
 DG0833  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DG0833  DYNAMIC HT  -         234.351 (meters)     768.87  (feet)  COMP
 DG0833  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 DG0833
 DG0833  VERT ORDER  -  FIRST     CLASS II
 DG0833
 DG0833.The horizontal coordinates were scaled from a topographic map and have
 DG0833.an estimated accuracy of +/- 6 seconds.
 DG0833
 DG0833.The orthometric height was determined by differential leveling
 DG0833.and adjusted by the National Geodetic Survey in June 1991..
 DG0833
 DG0833.The geoid height was determined by GEOID03.
 DG0833
 DG0833.The dynamic height is computed by dividing the NAVD 88
 DG0833.geopotential number by the normal gravity value computed on the
 DG0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0833.degrees latitude (g = 980.6199 gals.).
 DG0833
 DG0833.The modeled gravity was interpolated from observed gravity values.
 DG0833
 DG0833;                    North         East    Units  Estimated Accuracy
 DG0833;SPC GA W     -   370,190.      706,930.      MT  (+/- 180 meters Scaled)
 DG0833
 DG0833                          SUPERSEDED SURVEY CONTROL
 DG0833
 DG0833  NGVD 29 (??/??/92)  234.629  (m)          769.78   (f) ADJ UNCH    1 2
 DG0833
 DG0833.Superseded values are not recommended for survey control.
 DG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0833.See file dsdata.txt to determine how the superseded data were derived.
 DG0833
 DG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB706926(NAD 83)
 DG0833_MARKER: N = NAIL
 DG0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0833_SP_SET: TREE
 DG0833_STAMPING: BB
 DG0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0833
 DG0833  HISTORY     - Date     Condition        Report By
 DG0833  HISTORY     - UNK      MONUMENTED       CGS
 DG0833  HISTORY     - 1958     GOOD             NGS
 DG0833
 DG0833                          STATION DESCRIPTION
 DG0833
 DG0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0833'1.3 MI SE FROM LOCUST GROVE.
 DG0833'SET IN THE NORTHWEST ROOT OF A 12-INCH RED OAK TREE, 54.4 FEET
 DG0833'NORTH OF BENCH MARK J 225.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0811 ***********************************************************************
 DF0811  DESIGNATION -  BC
 DF0811  PID         -  DF0811
 DF0811  STATE/COUNTY-  GA/BUTTS
 DF0811  USGS QUAD   -  INDIAN SPRINGS (1981)
 DF0811
 DF0811                         *CURRENT SURVEY CONTROL
 DF0811  ___________________________________________________________________
 DF0811* NAD 83(1986)-  33 14 06.     (N)    083 52 34.     (W)     SCALED    
 DF0811* NAVD 88     -       191.650  (meters)     628.77   (feet)  POSTED    
 DF0811  ___________________________________________________________________
 DF0811  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DF0811  DYNAMIC HT  -         191.440 (meters)     628.08  (feet)  COMP
 DF0811  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 DF0811
 DF0811  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DF0811
 DF0811.The horizontal coordinates were scaled from a topographic map and have
 DF0811.an estimated accuracy of +/- 6 seconds.
 DF0811
 DF0811.The orthometric height was determined by differential leveling
 DF0811.and adjusted by the National Geodetic Survey in 1992..
 DF0811.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DF0811.rate greater than 8.0 mm/km.
 DF0811
 DF0811.The geoid height was determined by GEOID03.
 DF0811
 DF0811.The dynamic height is computed by dividing the NAVD 88
 DF0811.geopotential number by the normal gravity value computed on the
 DF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0811.degrees latitude (g = 980.6199 gals.).
 DF0811
 DF0811.The modeled gravity was interpolated from observed gravity values.
 DF0811
 DF0811;                    North         East    Units  Estimated Accuracy
 DF0811;SPC GA W     -   358,700.      727,080.      MT  (+/- 180 meters Scaled)
 DF0811
 DF0811                          SUPERSEDED SURVEY CONTROL
 DF0811
 DF0811  NGVD 29 (??/??/92)  191.692  (m)          628.91   (f) ADJ UNCH    1 2
 DF0811
 DF0811.Superseded values are not recommended for survey control.
 DF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0811.See file dsdata.txt to determine how the superseded data were derived.
 DF0811
 DF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS319810(NAD 83)
 DF0811_MARKER: N = NAIL
 DF0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0811_SP_SET: TREE ROOT
 DF0811_STAMPING: BC
 DF0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0811
 DF0811  HISTORY     - Date     Condition        Report By
 DF0811  HISTORY     - UNK      MONUMENTED       CGS
 DF0811  HISTORY     - 1958     GOOD             NGS
 DF0811
 DF0811                          STATION DESCRIPTION
 DF0811
 DF0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0811'7 MI SE FROM JACKSON.
 DF0811'BC IS SET IN THE SOUTHEAST ROOT OF A 16-INCH RED OAK TREE, 77 FEET
 DF0811'SOUTH-SOUTHWEST OF BENCH MARK C 226, 99.3 FEET EAST-NORTHEAST OF
 DF0811'THE NORTHEAST CORNER OF A CHURCH, 54 FEET SOUTHEAST OF A 40-INCH
 DF0811'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1494 ***********************************************************************
 CK1494  DESIGNATION -  BC SAV
 CK1494  PID         -  CK1494
 CK1494  STATE/COUNTY-  GA/CHATHAM
 CK1494  USGS QUAD   -  GARDEN CITY (1980)
 CK1494
 CK1494                         *CURRENT SURVEY CONTROL
 CK1494  ___________________________________________________________________
 CK1494* NAD 83(1994)-  32 00 07.07792(N)    081 09 12.23690(W)     ADJUSTED  
 CK1494* NAVD 88     -        12.318  (meters)      40.41   (feet)  ADJUSTED  
 CK1494  ___________________________________________________________________
 CK1494  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK1494  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK1494  DYNAMIC HT  -          12.303 (meters)      40.36  (feet)  COMP
 CK1494  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CK1494
 CK1494  HORZ ORDER  -  SECOND
 CK1494  VERT ORDER  -  FIRST     CLASS II
 CK1494
 CK1494.The horizontal coordinates were established by classical geodetic methods
 CK1494.and adjusted by the National Geodetic Survey in September 1997..
 CK1494
 CK1494.The orthometric height was determined by differential leveling
 CK1494.and adjusted by the National Geodetic Survey in June 1991..
 CK1494
 CK1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK1494
 CK1494.The geoid height was determined by GEOID03.
 CK1494
 CK1494.The dynamic height is computed by dividing the NAVD 88
 CK1494.geopotential number by the normal gravity value computed on the
 CK1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1494.degrees latitude (g = 980.6199 gals.).
 CK1494
 CK1494.The modeled gravity was interpolated from observed gravity values.
 CK1494
 CK1494;                    North         East     Units Scale Factor Converg.
 CK1494;SPC GA E     -   222,383.511   295,737.419   MT  1.00001300   +0 32 13.3
 CK1494;SPC GA E     -   729,603.24    970,265.18   sFT  1.00001300   +0 32 13.3
 CK1494;UTM  17      - 3,540,663.898   485,510.933   MT  0.99960259   -0 04 52.7
 CK1494
 CK1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK1494!SPC GA E     -   1.00000295  x   1.00001300  =   1.00001595
 CK1494!UTM  17      -   1.00000295  x   0.99960259  =   0.99960554
 CK1494
 CK1494                          SUPERSEDED SURVEY CONTROL
 CK1494
 CK1494  NAD 83(1986)-  32 00 07.09355(N)    081 09 12.24890(W) AD(       ) 2
 CK1494  NAD 27      -  32 00 06.33050(N)    081 09 12.85800(W) AD(       ) 2
 CK1494  NGVD 29 (03/21/89)   12.597  (m)           41.33   (f) ADJUSTED    1 2
 CK1494
 CK1494.Superseded values are not recommended for survey control.
 CK1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1494.See file dsdata.txt to determine how the superseded data were derived.
 CK1494
 CK1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8551140664(NAD 83)
 CK1494_MARKER: DB = BENCH MARK DISK
 CK1494_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK1494+WITH SETTING: PAVEMENT
 CK1494_STAMPING: BC-SAV 1962
 CK1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1494+STABILITY: SURFACE MOTION
 CK1494
 CK1494  HISTORY     - Date     Condition        Report By
 CK1494  HISTORY     - 1962     MONUMENTED       CGS
 CK1494  HISTORY     - 1963     GOOD             USA
 CK1494  HISTORY     - 1983     GOOD             GADT
 CK1494  HISTORY     - 19960402 GOOD             USPSQD
 CK1494
 CK1494                          STATION DESCRIPTION
 CK1494
 CK1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CK1494'IN SAVANNAH.
 CK1494'MARK IS LOCATED AT HUNTER AIR FORCE BASE, 24 FEET SOUTH OF
 CK1494'CENTER OF A SAND ROAD, AND 7 FEET NORTH OF A LARGE JUNCTION BOX.
 CK1494'TO REACH MARK FROM THE DEPUTY COMMANDERS OFFICE OF CIVIL
 CK1494'ENGINEERING, BUILDING NO. T 1021, GO IN A NORTHERLY DIRECTION
 CK1494'FOR 0.2 MILE TO A T INTERSECTION, TURN LEFT AND GO SOUTH FOR
 CK1494'2.2 MILES TO A GUARD GATE, CONTINUE THROUGH GUARD GATE FOR 0.3
 CK1494'MILE TO A T INTERSECTION, TURN RIGHT AND FOLLOW ROAD AROUND
 CK1494'AIR FIELD FOR 1.0 MILES TO A T ROAD LEFT, TURN LEFT, EASTERLY,
 CK1494'AND GO 0.35 MILE TO A INVERTED Y INTERSECTION, TURN LEFT, NORTH,
 CK1494'AND GO 0.95 MILE TO SIDE ROAD LEFT, TURN LEFT, WESTERLY,
 CK1494'FOR 0.3 MILE TO A T PAD AND MARK ON LEFT.  THE MARK IS SET IN
 CK1494'CENTER OF A ISOLATED CONCRETE T PAD, WITHIN A CONCRETE PAD.
 CK1494
 CK1494                          STATION RECOVERY (1963)
 CK1494
 CK1494'RECOVERY NOTE BY US ARMY 1963
 CK1494'BC SAV IS A STANDARD U.S. ARMY PROPERTY LINE SURVEY MARK DISK,
 CK1494'STAMPED BC SAV 1962, SET IN A DRILL HOLE, IN THE TOP OF A LARGE
 CK1494'CONCRETE SLAB.  IT IS 25 FEET WEST OF THE CENTER OF DIRT ROAD, 5.3
 CK1494'FEET EAST OF THE NORTHEAST CORNER OF A COMMUNICATIONS BOX.
 CK1494'
 CK1494'STATION IS REACHED FROM THE WHITE BLUFF ENTRANCE TO THE HUNTER AIR
 CK1494'FORCE BASE.  GO WESTERLY ON WILSON BOULEVARD FOR 0.35 MILE.  TURN
 CK1494'LEFT AND FOLLOW WHITE DRIVE AVENUE FOR 0.25 MILE TO GATE NO. 22.
 CK1494'PASS THROUGH THE GATE, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A
 CK1494'SURFACED ROAD LEFT, AT SIGN CATEGORY 11.  TURN LEFT AND FOLLOW THE
 CK1494'SURFACED ROAD ALONG THE RESERVATION FENCELINE FOR 2.25 MILES TO A
 CK1494'SURFACED ROAD RIGHT WHICH LEADS TO STATION CLOUD 1932.  CONTINUE
 CK1494'STRAIGHT AHEAD, ON SURFACED ROAD, KEEPING ALONG THE FENCELINE FOR
 CK1494'0.85 MILE TO A SURFACED ROAD RIGHT AND THE AZIMUTH MARK 86 FEET
 CK1494'NORTHEAST OF THIS POINT.  TURN RIGHT AND GO NORTH ON SURFACED AND
 CK1494'DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CK1494
 CK1494                          STATION RECOVERY (1983)
 CK1494
 CK1494'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK1494'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS NO
 CK1494'PREVIOUS TEXT OTHER THAN A REFERENCE MADE TO IT IN A HUNTER
 CK1494'DESCRIPTION.  A COMPLETE DESCRIPTION FOLLOWS.
 CK1494'
 CK1494'TO REACH THE STATION FROM THE WHITE BLUFF ROAD ENTRANCE TO
 CK1494'HUNTER AIRFIELD, GO WESTERLY ALONG WILSON BOULEVARD FOR 0.6 KM
 CK1494'(0.35 MI) TO THE JUNCTION OF PAVED WHITE DRIVE AVENUE TO THE
 CK1494'LEFT.  TURN LEFT GOING SOUTHERLY ALONG WHITE DRIVE AVENUE FOR
 CK1494'0.4 KM (0.25 MI) TO AN OPEN GATE AND A SIDE ROAD TO THE LEFT.
 CK1494'PASS THROUGH THE GATE AND TURN LEFT GOING ALONG PERIMETER
 CK1494'ROAD FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF A ROAD TO THE RIGHT
 CK1494'AND GATE 8 ON THE LEFT.  CONTINUE GOING ALONG PERIMETER ROAD
 CK1494'FR 1.4 KM (0.85 MI) TO THE JUNCTION OF A PAVED ROAD TO THE RIGHT.
 CK1494'TURN RIGHT GOING NORTH ALONG THE PAVED ROAD FOR 0.5 KM (0.3 MI)
 CK1494'TO THE END OF PAVEMENT AND THE STATION ON THE LEFT IN THE NORTH
 CK1494'END OF A CONCRETE SLAB.
 CK1494'
 CK1494'THE STATION IS A PLAIN BRASS DISK
 CK1494'STAMPED---BV SAV 1962---,
 CK1494'SET IN A DRILL HOLE IN A CONCRETE SLAB AND SURROUNDED BY G BOLTS
 CK1494'PROTRUDING ABOUT 2 INCHES.
 CK1494'IT IS LOCATED
 CK1494'6.4 METERS (21 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 CK1494'AND
 CK1494'22.7 METERS (74.5 FT) NORTH-NORTHWEST FROM A CHAIN LINK FENCE
 CK1494'CORNER.
 CK1494'
 CK1494'DESCRIBED BY T.B. KNIGHT.
 CK1494
 CK1494                          STATION RECOVERY (1996)
 CK1494
 CK1494'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0809 ***********************************************************************
 DF0809  DESIGNATION -  BD
 DF0809  PID         -  DF0809
 DF0809  STATE/COUNTY-  GA/JASPER
 DF0809  USGS QUAD   -  SMITHBORO (1981)
 DF0809
 DF0809                         *CURRENT SURVEY CONTROL
 DF0809  ___________________________________________________________________
 DF0809* NAD 83(1986)-  33 22 20.     (N)    083 33 57.     (W)     SCALED    
 DF0809* NAVD 88     -       202.901  (meters)     665.68   (feet)  ADJUSTED  
 DF0809  ___________________________________________________________________
 DF0809  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF0809  DYNAMIC HT  -         202.685 (meters)     664.98  (feet)  COMP
 DF0809  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DF0809
 DF0809  VERT ORDER  -  FIRST     CLASS II
 DF0809
 DF0809.The horizontal coordinates were scaled from a topographic map and have
 DF0809.an estimated accuracy of +/- 6 seconds.
 DF0809
 DF0809.The orthometric height was determined by differential leveling
 DF0809.and adjusted by the National Geodetic Survey in June 1991..
 DF0809
 DF0809.The geoid height was determined by GEOID03.
 DF0809
 DF0809.The dynamic height is computed by dividing the NAVD 88
 DF0809.geopotential number by the normal gravity value computed on the
 DF0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0809.degrees latitude (g = 980.6199 gals.).
 DF0809
 DF0809.The modeled gravity was interpolated from observed gravity values.
 DF0809
 DF0809;                    North         East    Units  Estimated Accuracy
 DF0809;SPC GA W     -   374,040.      755,910.      MT  (+/- 180 meters Scaled)
 DF0809
 DF0809                          SUPERSEDED SURVEY CONTROL
 DF0809
 DF0809  NGVD 29 (??/??/92)  202.991  (m)          665.98   (f) ADJ UNCH    1 2
 DF0809
 DF0809.Superseded values are not recommended for survey control.
 DF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0809.See file dsdata.txt to determine how the superseded data were derived.
 DF0809
 DF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS612954(NAD 83)
 DF0809_MARKER: N = NAIL
 DF0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0809_SP_SET: TREE ROOT
 DF0809_STAMPING: BD
 DF0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0809
 DF0809  HISTORY     - Date     Condition        Report By
 DF0809  HISTORY     - UNK      MONUMENTED       CGS
 DF0809  HISTORY     - 1958     GOOD             NGS
 DF0809
 DF0809                          STATION DESCRIPTION
 DF0809
 DF0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0809'2.4 MI SE FROM MACHEN.
 DF0809'BD IS IN THE WEST ROOT OF A 30-INCH WHITE OAK TREE, 108.7 FEET
 DF0809'NORTH OF AND ACROSS THE TRACK FROM BENCH MARK Z 228, 56.2 FEET
 DF0809'NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0600 ***********************************************************************
 DF0600  DESIGNATION -  BE
 DF0600  PID         -  DF0600
 DF0600  STATE/COUNTY-  GA/JASPER
 DF0600  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF0600
 DF0600                         *CURRENT SURVEY CONTROL
 DF0600  ___________________________________________________________________
 DF0600* NAD 83(1986)-  33 18 45.     (N)    083 45 55.     (W)     SCALED    
 DF0600* NAVD 88     -       200.203  (meters)     656.83   (feet)  ADJUSTED  
 DF0600  ___________________________________________________________________
 DF0600  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DF0600  DYNAMIC HT  -         199.985 (meters)     656.12  (feet)  COMP
 DF0600  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 DF0600
 DF0600  VERT ORDER  -  SECOND    CLASS 0
 DF0600
 DF0600.The horizontal coordinates were scaled from a topographic map and have
 DF0600.an estimated accuracy of +/- 6 seconds.
 DF0600
 DF0600.The orthometric height was determined by differential leveling
 DF0600.and adjusted by the National Geodetic Survey in June 1991..
 DF0600
 DF0600.The geoid height was determined by GEOID03.
 DF0600
 DF0600.The dynamic height is computed by dividing the NAVD 88
 DF0600.geopotential number by the normal gravity value computed on the
 DF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0600.degrees latitude (g = 980.6199 gals.).
 DF0600
 DF0600.The modeled gravity was interpolated from observed gravity values.
 DF0600
 DF0600;                    North         East    Units  Estimated Accuracy
 DF0600;SPC GA W     -   367,330.      737,380.      MT  (+/- 180 meters Scaled)
 DF0600
 DF0600                          SUPERSEDED SURVEY CONTROL
 DF0600
 DF0600  NGVD 29 (??/??/92)  200.263  (m)          657.03   (f) ADJ UNCH    2 0
 DF0600
 DF0600.Superseded values are not recommended for survey control.
 DF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0600.See file dsdata.txt to determine how the superseded data were derived.
 DF0600
 DF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS425893(NAD 83)
 DF0600_MARKER: N = NAIL
 DF0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0600_SP_SET: TREE ROOT
 DF0600_STAMPING: BE
 DF0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0600
 DF0600  HISTORY     - Date     Condition        Report By
 DF0600  HISTORY     - UNK      MONUMENTED       CGS
 DF0600  HISTORY     - 1958     GOOD             NGS
 DF0600
 DF0600                          STATION DESCRIPTION
 DF0600
 DF0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0600'5 MI W FROM MONTICELLO.
 DF0600'BE IS IN THE TOP OF THE SOUTHEAST ROOT OF A 30-INCH OAK TREE, 37.5
 DF0600'FEET EAST OF BENCH MARK P 229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1404 ***********************************************************************
 BR1404  DESIGNATION -  BEACH
 BR1404  PID         -  BR1404
 BR1404  STATE/COUNTY-  GA/MCINTOSH
 BR1404  USGS QUAD   -  ALTAMAHA SOUND (1993)
 BR1404
 BR1404                         *CURRENT SURVEY CONTROL
 BR1404  ___________________________________________________________________
 BR1404* NAD 83(1994)-  31 20 16.88108(N)    081 16 51.29957(W)     ADJUSTED  
 BR1404* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1404  ___________________________________________________________________
 BR1404  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BR1404  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 BR1404
 BR1404  HORZ ORDER  -  THIRD
 BR1404
 BR1404.The horizontal coordinates were established by classical geodetic methods
 BR1404.and adjusted by the National Geodetic Survey in September 1997..
 BR1404
 BR1404.The orthometric height was scaled from a topographic map.
 BR1404
 BR1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1404
 BR1404.The geoid height was determined by GEOID03.
 BR1404
 BR1404;                    North         East     Units Scale Factor Converg.
 BR1404;SPC GA E     -   148,662.305   284,286.174   MT  0.99998760   +0 27 38.5
 BR1404;SPC GA E     -   487,736.25    932,695.56   sFT  0.99998760   +0 27 38.5
 BR1404;UTM  17      - 3,467,098.374   473,277.018   MT  0.99960881   -0 08 46.0
 BR1404
 BR1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1404!SPC GA E     -   1.00000476  x   0.99998760  =   0.99999236
 BR1404!UTM  17      -   1.00000476  x   0.99960881  =   0.99961356
 BR1404
 BR1404:                Primary Azimuth Mark                     Grid Az
 BR1404:SPC GA E     -  HOSPITAL                                 022 10 49.2
 BR1404:UTM  17      -  HOSPITAL                                 022 47 13.7
 BR1404
 BR1404|---------------------------------------------------------------------|
 BR1404| PID    Reference Object                     Distance      Geod. Az  |
 BR1404|                                                           dddmmss.s |
 BR1404| BR1257 HOSPITAL                            APPROX.14.8 KM 0223827.7 |
 BR1404| BR1388 SAPELO ISLAND LIGHT                 APPROX. 6.1 KM 3571917.7 |
 BR1404|---------------------------------------------------------------------|
 BR1404
 BR1404                          SUPERSEDED SURVEY CONTROL
 BR1404
 BR1404  NAD 83(1986)-  31 20 16.89380(N)    081 16 51.30391(W) AD(       ) 3
 BR1404  NAD 27      -  31 20 16.06300(N)    081 16 51.92900(W) AD(       ) 3
 BR1404
 BR1404.Superseded values are not recommended for survey control.
 BR1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1404.See file dsdata.txt to determine how the superseded data were derived.
 BR1404
 BR1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7327767098(NAD 83)
 BR1404_MARKER: Z = SEE DESCRIPTION
 BR1404_SETTING: 0 = UNSPECIFIED SETTING
 BR1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1404
 BR1404  HISTORY     - Date     Condition        Report By
 BR1404  HISTORY     - 1919     MONUMENTED       CGS
 BR1404  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1404  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1404
 BR1404                          STATION DESCRIPTION
 BR1404
 BR1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (LAP)
 BR1404'THIS STATION IS LOCATED ON THE EAST SIDE OF WOLF ISLAND, ABOUT
 BR1404'1 MILE FROM THE SOUTH END, AND 2 MILES FROM THE NORTH END.
 BR1404'IT IS NEAR THE SOUTH END OF A ROW OF SAND HILLS, AND IS ON TOP
 BR1404'OF A SAND HILL, ABOUT 6 FEET ABOVE MEAN HIGH WATER AND 15
 BR1404'FEET INSIDE THE MEAN HIGH WATER LINE, ABOUT 25 METERS NORTH OF
 BR1404'THE POINT WHERE THE SAND HILLS END, AND 100 METERS FROM THE
 BR1404'MARSH INSIDE.  THERE WAS PREVIOUSLY AN INLET JUST SOUTH OF THE
 BR1404'STATION.  THE INLET IS CLOSED AT PRESENT, BUT THE BEACH IS LITTLE
 BR1404'ABOVE HIGH WATER.  A REFERENCE MARK WAS PLACED ON THE TOP OF
 BR1404'A SAND HILL OF ABOUT THE SAME HEIGHT, SOUTH OF THE STATION
 BR1404'AND A LITTLE NEARER THE BEACH.  THIS IS THE MOST
 BR1404'SOUTHERLY SAND HILL.
 BR1404'
 BR1404'THE FOLLOWING ANGLES MAY BE OF ASSISTANCE IN RECOVERING THE
 BR1404'STATION--
 BR1404'
 BR1404'SAPELO L.H. (NEW) TO WOLF ISLAND L.H. 8 DEG 34 MIN.
 BR1404'
 BR1404'WOLF ISLAND L.H. TO CLUBHOUSE 155 DEG 27 MIN.
 BR1404
 BR1404                          STATION RECOVERY (1952)
 BR1404
 BR1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1404'THE STATION HAS EVIDENTLY BEEN DESTROYED BY EROSION AS ITS
 BR1404'POSITION NOW PLOTS OFFSHORE.  IT IS RECOMMENDED THAT THE STATION
 BR1404'BE CLASSIFIED AS DESTROYED.
 BR1404
 BR1404                          STATION RECOVERY (1965)
 BR1404
 BR1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1404'LOST.  THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH
 BR1404'OF THE AREA WAS MADE.  IT IS BELIEVED THE STATION HAS BEEN
 BR1404'WASHED OUT BY EROSION.  IT IS RECOMMENDED THE STATION BE
 BR1404'CLASSIFIED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC1753 ***********************************************************************
 BC1753  DESIGNATION -  BEACH 2
 BC1753  PID         -  BC1753
 BC1753  STATE/COUNTY-  GA/CAMDEN
 BC1753  USGS QUAD   -  FERNANDINA BEACH (1992)
 BC1753
 BC1753                         *CURRENT SURVEY CONTROL
 BC1753  ___________________________________________________________________
 BC1753* NAD 83(1994)-  30 43 10.59482(N)    081 28 09.55949(W)     ADJUSTED  
 BC1753* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BC1753  ___________________________________________________________________
 BC1753  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BC1753  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC1753
 BC1753  HORZ ORDER  -  THIRD
 BC1753
 BC1753.The horizontal coordinates were established by classical geodetic methods
 BC1753.and adjusted by the National Geodetic Survey in September 1997..
 BC1753
 BC1753.The orthometric height was scaled from a topographic map.
 BC1753
 BC1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1753
 BC1753.The geoid height was determined by GEOID03.
 BC1753
 BC1753;                    North         East     Units Scale Factor Converg.
 BC1753;SPC GA E     -    79,974.525   266,787.564   MT  0.99995501   +0 21 22.5
 BC1753;SPC GA E     -   262,383.09    875,285.53   sFT  0.99995501   +0 21 22.5
 BC1753;SPC FL E     -   707,731.825   155,049.532   MT  0.99996609   -0 14 23.1
 BC1753;SPC FL E     - 2,321,950.16    508,691.67   sFT  0.99996609   -0 14 23.1
 BC1753;UTM  17      - 3,398,622.331   455,064.869   MT  0.99962491   -0 14 23.1
 BC1753
 BC1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1753!SPC GA E     -   1.00000359  x   0.99995501  =   0.99995860
 BC1753!SPC FL E     -   1.00000359  x   0.99996609  =   0.99996968
 BC1753!UTM  17      -   1.00000359  x   0.99962491  =   0.99962850
 BC1753
 BC1753|---------------------------------------------------------------------|
 BC1753| PID    Reference Object                     Distance      Geod. Az  |
 BC1753|                                                           dddmmss.s |
 BC1753| CW4606 BEACH 2 RM 1                         24.157 METERS 00950     |
 BC1753| CW4607 BEACH 2 RM 2                         28.284 METERS 09447     |
 BC1753| BC1766 FERNANDINA AMER CONT CO N STK       APPROX. 4.3 KM 1620836.0 |
 BC1753| BC1769 FERNANDINA AMER CONT CO S STK       APPROX. 4.4 KM 1624608.9 |
 BC1753| BC1761 AMELIA RIVER LIGHT 15               APPROX. 3.6 KM 1632818.6 |
 BC1753| BC1770 FERNANDINA AMER CONT CO TANK        APPROX. 4.4 KM 1640800.0 |
 BC1753| BC1775 FERNANDINA MUNICIPAL TANK           APPROX. 5.5 KM 1663819.9 |
 BC1753| BC1757 AMELIA RIVER LIGHT 12               APPROX. 2.6 KM 1684342.0 |
 BC1753| BC1782 FERNANDINA RAYONIER MID SIZ TK      APPROX. 6.3 KM 1811916.9 |
 BC1753| BC1783 FERNANDINA RAYONIER CO STACK        APPROX. 6.4 KM 1820712.9 |
 BC1753| BC1784 FERNANDINA RAYONIER CO TALL TK      APPROX. 6.5 KM 1821742.2 |
 BC1753| BC1794 TIGER ISLAND FRONT RANGE LIGHT      APPROX. 1.6 KM 1870239.2 |
 BC1753| BC1795 TIGER ISLAND RANGE REAR LIGHT       APPROX. 1.9 KM 2051500.4 |
 BC1753| BC2314 ST MARYS MUNICIPAL TANK             APPROX. 7.5 KM 2744036.3 |
 BC1753| BC1759 ST MARYS RIVER LIGHT 2              APPROX. 1.9 KM 2921811.9 |
 BC1753|---------------------------------------------------------------------|
 BC1753
 BC1753                          SUPERSEDED SURVEY CONTROL
 BC1753
 BC1753  NAD 83(1994)-  30 43 10.59896(N)    081 28 09.55816(W) AD(       ) 3
 BC1753  NAD 83(1986)-  30 43 10.60391(N)    081 28 09.56735(W) AD(       ) 3
 BC1753  NAD 27      -  30 43 09.74700(N)    081 28 10.22900(W) AD(       ) 3
 BC1753
 BC1753.Superseded values are not recommended for survey control.
 BC1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1753.See file dsdata.txt to determine how the superseded data were derived.
 BC1753
 BC1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5506598622(NAD 83)
 BC1753_MARKER: DS = TRIANGULATION STATION DISK
 BC1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1753
 BC1753  HISTORY     - Date     Condition        Report By
 BC1753  HISTORY     - 1933     MONUMENTED       CGS
 BC1753  HISTORY     - 1934     GOOD             CGS
 BC1753  HISTORY     - 1953     GOOD             CGS
 BC1753  HISTORY     - 1973     GOOD             NGS
 BC1753
 BC1753                          STATION DESCRIPTION
 BC1753
 BC1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC1753'ON THE SW POINT OF CUMBERLAND ISLAND ON THE HIGHEST SAND PEAK WHICH
 BC1753'HAS A LONE 15 IN SCRAGGLY PINE GROWING ON IT.  STATION IS 120 M. E
 BC1753'OF THE HWL OF CUMBERLAND SOUND, 1.5 M. W OF THE 15 IN PINE
 BC1753'(TRIANGULAR BLAZE ON SIDE NEXT TO STATION) AND 20 M. W OF TREE LINE
 BC1753'OF CUMBERLAND ISLAND.
 BC1753'
 BC1753'R.M. 1 IS N OF STATION, ON THE TREE LINE, 4.5 M. W OF A 10 IN LEANING
 BC1753'OAK.  R.M. 2 IS E OF STATION, ON THE TREE LINE, AT THE POINT WHERE IT
 BC1753'CHANGES FROM A GENERAL N AND S TO A GENERAL E AND W DIRECTION.
 BC1753'
 BC1753'STATION MARK AND R.M. 1 PROJECT 10 IN - R.M. 2 PROJECTS 12 IN.
 BC1753
 BC1753                          STATION RECOVERY (1934)
 BC1753
 BC1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC1753'RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.  WAS USED TO CUT
 BC1753'IN TIGER ISLAND FRONT RANGE AND REAR RANGE LIGHTS.
 BC1753
 BC1753                          STATION RECOVERY (1953)
 BC1753
 BC1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 BC1753'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 BC1753'CONDITION AS DESCRIBED BY C.M.D. IN 1933.  THE DESCRIPTION IS
 BC1753'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 BC1753'
 BC1753'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED BEACH
 BC1753'2 NO 1 1933 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE
 BC1753'MONUMENT WHICH PROJECTS ABOUT 8 IN.  THE MARK IS NOW ABOUT 10 M. N
 BC1753'OF THE EDGE OF THE TREES.
 BC1753'
 BC1753'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED BEACH
 BC1753'2 NO 2 1933 AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE
 BC1753'MONUMENT WHICH PROJECTS ABOUT 8 IN.  THE MARK IS NOW ABOUT 8 M. E OF
 BC1753'THE EDGE OF THE TREES.
 BC1753
 BC1753                          STATION RECOVERY (1973)
 BC1753
 BC1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 BC1753'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION WITH THE
 BC1753'FOLLOWING CHANGES--
 BC1753'THE STATION IS NOW 2 FEET UNDER GROUND AND THE TRIANGULAR BLAZED
 BC1753'TREE IS NOW A DEAD STUMP.  THE BLAZE IS NO LONGER VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1037 ***********************************************************************
 BR1037  DESIGNATION -  BEACON 10
 BR1037  PID         -  BR1037
 BR1037  STATE/COUNTY-  GA/CHATHAM
 BR1037  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1037
 BR1037                         *CURRENT SURVEY CONTROL
 BR1037  ___________________________________________________________________
 BR1037* NAD 83(1994)-  31 58 24.73213(N)    081 03 10.16467(W)     ADJUSTED  
 BR1037* NAVD 88     -                                                        
 BR1037  ___________________________________________________________________
 BR1037  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BR1037  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 BR1037
 BR1037  HORZ ORDER  -  THIRD
 BR1037
 BR1037.The horizontal coordinates were established by classical geodetic methods
 BR1037.and adjusted by the National Geodetic Survey in September 1997..
 BR1037
 BR1037
 BR1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1037
 BR1037.The geoid height was determined by GEOID03.
 BR1037
 BR1037;                    North         East     Units Scale Factor Converg.
 BR1037;SPC GA E     -   219,324.622   305,273.164   MT  1.00003663   +0 35 23.5
 BR1037;SPC GA E     -   719,567.53  1,001,550.37   sFT  1.00003663   +0 35 23.5
 BR1037;UTM  17      - 3,537,503.661   495,009.103   MT  0.99960031   -0 01 40.7
 BR1037
 BR1037                          SUPERSEDED SURVEY CONTROL
 BR1037
 BR1037  NAD 83(1986)-  31 58 24.74291(N)    081 03 10.18408(W) AD(       ) 4
 BR1037  NAD 27      -  31 58 23.99100(N)    081 03 10.78300(W) AD(       ) 3
 BR1037
 BR1037.Superseded values are not recommended for survey control.
 BR1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1037.See file dsdata.txt to determine how the superseded data were derived.
 BR1037
 BR1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9500937504(NAD 83)
 BR1037_MARKER: 11 = PILING
 BR1037
 BR1037  HISTORY     - Date     Condition        Report By
 BR1037  HISTORY     - 1934     FIRST OBSERVED   CGS
 BR1037
 BR1037                          STATION DESCRIPTION
 BR1037
 BR1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1037'SQUARE WHITE SINGLE PILE BEACON.  CENTER LINE SKIDAWAY NARROWS.
 BR1037'ON SE POINT OF MUD FLAT 1-1/4 MI. S OF ISLE OF HOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4014 ***********************************************************************
 CK4014  DESIGNATION -  BEACON 4
 CK4014  PID         -  CK4014
 CK4014  STATE/COUNTY-  GA/CHATHAM
 CK4014  USGS QUAD   -  SAVANNAH (1978)
 CK4014
 CK4014                         *CURRENT SURVEY CONTROL
 CK4014  ___________________________________________________________________
 CK4014* NAD 83(1994)-  32 01 14.58963(N)    081 01 31.57257(W)     ADJUSTED  
 CK4014* NAVD 88     -                                                        
 CK4014  ___________________________________________________________________
 CK4014  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CK4014  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CK4014
 CK4014  HORZ ORDER  -  THIRD
 CK4014
 CK4014.The horizontal coordinates were established by classical geodetic methods
 CK4014.and adjusted by the National Geodetic Survey in September 1997..
 CK4014
 CK4014
 CK4014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4014
 CK4014.The geoid height was determined by GEOID03.
 CK4014
 CK4014;                    North         East     Units Scale Factor Converg.
 CK4014;SPC GA E     -   224,583.465   307,806.499   MT  1.00004329   +0 36 18.6
 CK4014;SPC GA E     -   736,820.92  1,009,861.82   sFT  1.00004329   +0 36 18.6
 CK4014;SPC SC       -    20,783.914   607,196.447   MT  1.00020312   -0 00 50.8
 CK4014;SPC SC       -    68,188.69  1,992,114.33   iFT  1.00020312   -0 00 50.8
 CK4014;UTM  17      - 3,542,732.562   497,597.896   MT  0.99960007   -0 00 48.6
 CK4014
 CK4014                          SUPERSEDED SURVEY CONTROL
 CK4014
 CK4014  NAD 83(1986)-  32 01 14.60072(N)    081 01 31.59083(W) AD(       ) 4
 CK4014  NAD 27      -  32 01 13.83000(N)    081 01 32.19000(W) AD(       ) 3
 CK4014
 CK4014.Superseded values are not recommended for survey control.
 CK4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4014.See file dsdata.txt to determine how the superseded data were derived.
 CK4014
 CK4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9759842733(NAD 83)
 CK4014_MARKER: 11 = PILING
 CK4014
 CK4014  HISTORY     - Date     Condition        Report By
 CK4014  HISTORY     - 1934     FIRST OBSERVED   CGS
 CK4014
 CK4014                          STATION DESCRIPTION
 CK4014
 CK4014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4014'SQUARE WHITE SINGLE PILE BEACON ON MOST NORTHERLY POINT OF
 CK4014'DUTCH ISLAND 1/4 MI. E OF JUNCTION OF HERB AND WILMINTON
 CK4014'RIVERS, 3 M. N OF HWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1043 ***********************************************************************
 BR1043  DESIGNATION -  BEACON 5
 BR1043  PID         -  BR1043
 BR1043  STATE/COUNTY-  GA/CHATHAM
 BR1043  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1043
 BR1043                         *CURRENT SURVEY CONTROL
 BR1043  ___________________________________________________________________
 BR1043* NAD 83(1994)-  31 55 11.86886(N)    081 06 12.92303(W)     ADJUSTED  
 BR1043* NAVD 88     -                                                        
 BR1043  ___________________________________________________________________
 BR1043  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 BR1043  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 BR1043
 BR1043  HORZ ORDER  -  THIRD
 BR1043
 BR1043.The horizontal coordinates were established by classical geodetic methods
 BR1043.and adjusted by the National Geodetic Survey in September 1997..
 BR1043
 BR1043
 BR1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1043
 BR1043.The geoid height was determined by GEOID03.
 BR1043
 BR1043;                    North         East     Units Scale Factor Converg.
 BR1043;SPC GA E     -   213,335.984   300,533.151   MT  1.00002461   +0 33 43.7
 BR1043;SPC GA E     -   699,919.81    985,999.18   sFT  1.00002461   +0 33 43.7
 BR1043;UTM  17      - 3,531,568.996   490,206.904   MT  0.99960118   -0 03 17.2
 BR1043
 BR1043                          SUPERSEDED SURVEY CONTROL
 BR1043
 BR1043  NAD 83(1986)-  31 55 11.88256(N)    081 06 12.93716(W) AD(       ) 4
 BR1043  NAD 27      -  31 55 11.10000(N)    081 06 13.55000(W) AD(       ) 3
 BR1043
 BR1043.Superseded values are not recommended for survey control.
 BR1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1043.See file dsdata.txt to determine how the superseded data were derived.
 BR1043
 BR1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9020731569(NAD 83)
 BR1043_MARKER: 11 = PILING
 BR1043
 BR1043  HISTORY     - Date     Condition        Report By
 BR1043  HISTORY     - 1934     FIRST OBSERVED   CGS
 BR1043
 BR1043                          STATION DESCRIPTION
 BR1043
 BR1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1043'SQUARE WHITE SINGLE PILE BEACON ON EXTREME WESTERLY POINT
 BR1043'OF SKIDAWAY ISLAND AT THE JUNCTION OF VERNON, BURNSIDE AND
 BR1043'WHITE BLUFF RIVERS, 15 M. W OF HWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1662 ***********************************************************************
 DF1662  DESIGNATION -  BEALL
 DF1662  PID         -  DF1662
 DF1662  STATE/COUNTY-  GA/WARREN
 DF1662  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1662
 DF1662                         *CURRENT SURVEY CONTROL
 DF1662  ___________________________________________________________________
 DF1662* NAD 83(1994)-  33 17 40.22380(N)    082 43 05.85471(W)     ADJUSTED  
 DF1662* NAVD 88     -       167.6    (meters)     550.     (feet)  VERTCON   
 DF1662  ___________________________________________________________________
 DF1662  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DF1662  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF1662
 DF1662  HORZ ORDER  -  FIRST
 DF1662
 DF1662.The horizontal coordinates were established by classical geodetic methods
 DF1662.and adjusted by the National Geodetic Survey in September 1997..
 DF1662
 DF1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1662
 DF1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1662
 DF1662.The geoid height was determined by GEOID03.
 DF1662
 DF1662;                    North         East     Units Scale Factor Converg.
 DF1662;SPC GA E     -   365,396.745   148,625.517   MT  0.99993253   -0 18 10.1
 DF1662;SPC GA E     - 1,198,805.82    487,615.55   sFT  0.99993253   -0 18 10.1
 DF1662;UTM  17      - 3,685,253.921   340,010.023   MT  0.99991559   -0 56 36.4
 DF1662
 DF1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1662!SPC GA E     -   0.99997815  x   0.99993253  =   0.99991068
 DF1662!UTM  17      -   0.99997815  x   0.99991559  =   0.99989374
 DF1662
 DF1662:                Primary Azimuth Mark                     Grid Az
 DF1662:SPC GA E     -  MITCHELL ATT MICROWAVE                   160 54 16.7
 DF1662:UTM  17      -  MITCHELL ATT MICROWAVE                   161 32 43.0
 DF1662
 DF1662|---------------------------------------------------------------------|
 DF1662| PID    Reference Object                     Distance      Geod. Az  |
 DF1662|                                                           dddmmss.s |
 DF1662| DF1727 MITCHELL ATT MICROWAVE              APPROX. 6.2 KM 1603606.6 |
 DF1662| DF2823 BEALL RM 1                           19.717 METERS 20854     |
 DF1662| DF2824 BEALL RM 2                           16.993 METERS 31011     |
 DF1662| DF0320 LEE                                 APPROX. 8.8 KM 3594414.1 |
 DF1662|---------------------------------------------------------------------|
 DF1662
 DF1662                          SUPERSEDED SURVEY CONTROL
 DF1662
 DF1662  NAD 83(1986)-  33 17 40.22871(N)    082 43 05.85273(W) AD(       ) 1
 DF1662  NAD 27      -  33 17 39.71033(N)    082 43 06.36909(W) AD(       ) 1
 DF1662  NGVD 29 (07/19/86)  167.8    (m)          551.     (f) VERT ANG       
 DF1662
 DF1662.Superseded values are not recommended for survey control.
 DF1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1662.See file dsdata.txt to determine how the superseded data were derived.
 DF1662
 DF1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4001085254(NAD 83)
 DF1662_MARKER: DS = TRIANGULATION STATION DISK
 DF1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1662
 DF1662  HISTORY     - Date     Condition        Report By
 DF1662  HISTORY     - 1976     MONUMENTED       NGS
 DF1662
 DF1662                          STATION DESCRIPTION
 DF1662
 DF1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF1662'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHWEST
 DF1662'OF MITCHELL, 3-1/2 MILES EAST OF JEWELL AND ON LAND OWNED
 DF1662'BY MR. RAY AVERITT, TELEPHONE NUMBER 552-3153.
 DF1662'
 DF1662'TO REACH THE STATION FROM THE OGEECHEE RIVER BRIDGE IN
 DF1662'JEWELL, GO NORTHEAST ON STATE HIGHWAY 16 FOR 1.8 MILES
 DF1662'TO A PAVED ROAD RIGHT, COUNTY ROAD 92187,. TURN RIGHT
 DF1662'AND GO EAST ON COUNTY ROAD 92187 FOR 0.5 MILE TO STATE
 DF1662'HIGHWAY 123, CONTINUE EAST ON COUNTY ROAD 92187 FOR 1.65
 DF1662'MILES TO AN OLD HOUSE AND A TRACK ROAD LEFT. TURN LEFT
 DF1662'AND GO NORTH AND WESTERLY ON TRACK ROAD FOR 0.2 MILE TO
 DF1662'THE STATION.
 DF1662'
 DF1662'STATION MARKS, STAMPED---BEALL 1976---, ARE STANDARD DISKS.
 DF1662'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF1662'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT
 DF1662'IS 17 FEET EAST OF THE TRACK ROAD AND 8 FEET WEST OF A
 DF1662'METAL WITNESS POST AND FENCELINE. THE UNDERGROUND DISK IS
 DF1662'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 DF1662'BELOW THE GROUND SURFACE.
 DF1662'
 DF1662'REFERENCE MARK 1, STAMPED---BEALL NO 1 1976---, A STANDARD DISK SET
 DF1662'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 7
 DF1662'INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET WEST OF THE TRACK ROAD
 DF1662'AND 3 FEET SOUTH OF A METAL WITNESS POST.
 DF1662'
 DF1662'REFERENCE MARK 2, STAMPED---BEALL NO 2 1976---, A STANDARD DISK, IS
 DF1662'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1662'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET WEST OF
 DF1662'THE TRACK ROAD AND 2 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 DF1662'
 DF1662'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 26.1 METERS.
 DF1662'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1476 ***********************************************************************
 BS1476  DESIGNATION -  BEAN
 BS1476  PID         -  BS1476
 BS1476  STATE/COUNTY-  GA/WORTH
 BS1476  USGS QUAD   -  DOERUN (1974)
 BS1476
 BS1476                         *CURRENT SURVEY CONTROL
 BS1476  ___________________________________________________________________
 BS1476* NAD 83(1994)-  31 22 13.47686(N)    083 57 19.72078(W)     ADJUSTED  
 BS1476* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 BS1476  ___________________________________________________________________
 BS1476  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BS1476  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS1476
 BS1476  HORZ ORDER  -  FIRST
 BS1476
 BS1476.The horizontal coordinates were established by classical geodetic methods
 BS1476.and adjusted by the National Geodetic Survey in September 1997..
 BS1476
 BS1476.The orthometric height was scaled from a topographic map.
 BS1476
 BS1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1476
 BS1476.The geoid height was determined by GEOID03.
 BS1476
 BS1476;                    North         East     Units Scale Factor Converg.
 BS1476;SPC GA W     -   151,933.372   720,089.047   MT  0.99990498   +0 06 35.8
 BS1476;SPC GA W     -   498,468.07  2,362,492.15   sFT  0.99990498   +0 06 35.8
 BS1476;UTM  17      - 3,474,430.177   218,891.132   MT  1.00057480   -1 32 22.3
 BS1476;UTM  16      - 3,474,661.338   789,581.869   MT  1.00063446   +1 35 09.6
 BS1476
 BS1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1476!SPC GA W     -   0.99998467  x   0.99990498  =   0.99988965
 BS1476!UTM  17      -   0.99998467  x   1.00057480  =   1.00055946
 BS1476!UTM  16      -   0.99998467  x   1.00063446  =   1.00061912
 BS1476
 BS1476:                Primary Azimuth Mark                     Grid Az
 BS1476:SPC GA W     -  BEAN A                                   189 36 39.6
 BS1476:UTM  17      -  BEAN A                                   191 15 37.7
 BS1476:UTM  16      -  BEAN A                                   188 08 05.8
 BS1476
 BS1476|---------------------------------------------------------------------|
 BS1476| PID    Reference Object                     Distance      Geod. Az  |
 BS1476|                                                           dddmmss.s |
 BS1476| BS1475 BEAN A                              APPROX. 0.5 KM 1894315.4 |
 BS1476| BS1474 PRITCHETT B                         266.836 METERS 23539     |
 BS1476| CW3331 BEAN RM                              29.790 METERS 26143     |
 BS1476| BS1506 PRITCHETT                           APPROX. 1.2 KM 3165720.6 |
 BS1476|---------------------------------------------------------------------|
 BS1476
 BS1476                          SUPERSEDED SURVEY CONTROL
 BS1476
 BS1476  NAD 83(1986)-  31 22 13.48152(N)    083 57 19.72892(W) AD(       ) 1
 BS1476  NAD 27      -  31 22 12.83000(N)    083 57 20.07400(W) AD(       ) 1
 BS1476
 BS1476.Superseded values are not recommended for survey control.
 BS1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1476.See file dsdata.txt to determine how the superseded data were derived.
 BS1476
 BS1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1889174430(NAD 83)
 BS1476_MARKER: DS = TRIANGULATION STATION DISK
 BS1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1476
 BS1476  HISTORY     - Date     Condition        Report By
 BS1476  HISTORY     - 1917     MONUMENTED       CGS
 BS1476  HISTORY     - 1922     POOR             CGS
 BS1476  HISTORY     - 1955     MARK NOT FOUND   USGS
 BS1476
 BS1476                          STATION DESCRIPTION
 BS1476
 BS1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1476'ABOUT 1/4 MILE NORTH OF PRITCHETT ON THE GEORGIA NORTHERN
 BS1476'RAILWAY, ABOUT 1/4 MILE DUE NORTH OF MILEPOST 46, 300 METERS
 BS1476'(984 FEET) EAST OF TRACKS.  REFERENCE MARK
 BS1476'IS NAIL OR BOLT SET IN CONCRETE MOUND, 19.3 METERS (63 FEET)
 BS1476'NORTHWEST FROM LARGE PINE STUMP, 29.79 METERS (97.7 FEET)
 BS1476'FROM STATION IN GRID AZIMUTH 81 DEG 36 MIN.  REFERENCE MARK
 BS1476'REPORTED DESTROYED IN 1922, AND STATION MARK REPORTED
 BS1476'DISTURBED.
 BS1476
 BS1476                          STATION RECOVERY (1955)
 BS1476
 BS1476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HPF)
 BS1476'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1475 ***********************************************************************
 BS1475  DESIGNATION -  BEAN A
 BS1475  PID         -  BS1475
 BS1475  STATE/COUNTY-  GA/WORTH
 BS1475  USGS QUAD   -  DOERUN (1974)
 BS1475
 BS1475                         *CURRENT SURVEY CONTROL
 BS1475  ___________________________________________________________________
 BS1475* NAD 83(1994)-  31 21 55.88792(N)    083 57 23.23237(W)     ADJUSTED  
 BS1475* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 BS1475  ___________________________________________________________________
 BS1475  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BS1475  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS1475
 BS1475  HORZ ORDER  -  SECOND
 BS1475
 BS1475.The horizontal coordinates were established by classical geodetic methods
 BS1475.and adjusted by the National Geodetic Survey in September 1997..
 BS1475
 BS1475.The orthometric height was scaled from a topographic map.
 BS1475
 BS1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1475
 BS1475.The geoid height was determined by GEOID03.
 BS1475
 BS1475;                    North         East     Units Scale Factor Converg.
 BS1475;SPC GA W     -   151,391.528   719,997.294   MT  0.99990493   +0 06 33.9
 BS1475;SPC GA W     -   496,690.37  2,362,191.12   sFT  0.99990493   +0 06 33.9
 BS1475;UTM  17      - 3,473,890.837   218,783.749   MT  1.00057554   -1 32 23.4
 BS1475;UTM  16      - 3,474,116.914   789,504.046   MT  1.00063390   +1 35 06.9
 BS1475
 BS1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1475!SPC GA W     -   0.99998608  x   0.99990493  =   0.99989101
 BS1475!UTM  17      -   0.99998608  x   1.00057554  =   1.00056161
 BS1475!UTM  16      -   0.99998608  x   1.00063390  =   1.00061997
 BS1475
 BS1475:                Primary Azimuth Mark                     Grid Az
 BS1475:SPC GA W     -  BEAN                                     009 36 39.7
 BS1475:UTM  17      -  BEAN                                     011 15 37.0
 BS1475:UTM  16      -  BEAN                                     008 08 06.7
 BS1475
 BS1475|---------------------------------------------------------------------|
 BS1475| PID    Reference Object                     Distance      Geod. Az  |
 BS1475|                                                           dddmmss.s |
 BS1475| BS1476 BEAN                                APPROX. 0.5 KM 0094313.6 |
 BS1475| CW3332 BEAN A RM                            18.580 METERS 07234     |
 BS1475| BS1474 PRITCHETT B                         411.435 METERS 3415641.4 |
 BS1475|---------------------------------------------------------------------|
 BS1475
 BS1475                          SUPERSEDED SURVEY CONTROL
 BS1475
 BS1475  NAD 83(1986)-  31 21 55.89299(N)    083 57 23.24054(W) AD(       ) 2
 BS1475  NAD 27      -  31 21 55.24000(N)    083 57 23.58600(W) AD(       ) 2
 BS1475
 BS1475.Superseded values are not recommended for survey control.
 BS1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1475.See file dsdata.txt to determine how the superseded data were derived.
 BS1475
 BS1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1878473891(NAD 83)
 BS1475_MARKER: DS = TRIANGULATION STATION DISK
 BS1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1475
 BS1475  HISTORY     - Date     Condition        Report By
 BS1475  HISTORY     - 1917     MONUMENTED       CGS
 BS1475  HISTORY     - 1936     GOOD             CGS
 BS1475  HISTORY     - 1955     MARK NOT FOUND   USGS
 BS1475
 BS1475                          STATION DESCRIPTION
 BS1475
 BS1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BS1475'ON THE GEORGIA NORTHERN RAILWAY AT CURVE AT MILEPOST 46 ABOUT
 BS1475'1/8 MILE NORTH OF PRITCHETT, 45 METERS (148 FEET) SOUTH OF
 BS1475'MILEPOST AND 1.58 METERS (5.2 FEET) EAST OF EAST RAIL.
 BS1475'REFERENCE MARK IS A NAIL OR BOLT SET IN CONCRETE MOUND,
 BS1475'AT EDGE OF PRIVATE ROAD RUNNING PARALLEL TO TRACK, 20.17
 BS1475'METERS (66.2 FEET) EAST OF EAST RAIL OF MAIN TRACK, 18.58
 BS1475'METERS (61.0 FEET) FROM STATION IN GRID AZIMUTH 252 DEG 28
 BS1475'MIN.
 BS1475
 BS1475                          STATION RECOVERY (1955)
 BS1475
 BS1475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HPF)
 BS1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1477 ***********************************************************************
 BS1477  DESIGNATION -  BEAN B
 BS1477  PID         -  BS1477
 BS1477  STATE/COUNTY-  GA/WORTH
 BS1477  USGS QUAD   -  DOERUN (1974)
 BS1477
 BS1477                         *CURRENT SURVEY CONTROL
 BS1477  ___________________________________________________________________
 BS1477* NAD 83(1994)-  31 21 33.57697(N)    083 57 15.67239(W)     ADJUSTED  
 BS1477* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BS1477  ___________________________________________________________________
 BS1477  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BS1477  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS1477
 BS1477  HORZ ORDER  -  SECOND
 BS1477
 BS1477.The horizontal coordinates were established by classical geodetic methods
 BS1477.and adjusted by the National Geodetic Survey in September 1997..
 BS1477
 BS1477.The orthometric height was scaled from a topographic map.
 BS1477
 BS1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1477
 BS1477.The geoid height was determined by GEOID03.
 BS1477
 BS1477;                    North         East     Units Scale Factor Converg.
 BS1477;SPC GA W     -   150,704.828   720,198.389   MT  0.99990503   +0 06 37.8
 BS1477;SPC GA W     -   494,437.42  2,362,850.88   sFT  0.99990503   +0 06 37.8
 BS1477;UTM  17      - 3,473,198.170   218,965.120   MT  1.00057429   -1 32 18.5
 BS1477;UTM  16      - 3,473,435.123   789,722.919   MT  1.00063547   +1 35 09.9
 BS1477
 BS1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1477!SPC GA W     -   0.99998703  x   0.99990503  =   0.99989206
 BS1477!UTM  17      -   0.99998703  x   1.00057429  =   1.00056131
 BS1477!UTM  16      -   0.99998703  x   1.00063547  =   1.00062249
 BS1477
 BS1477|---------------------------------------------------------------------|
 BS1477| PID    Reference Object                     Distance      Geod. Az  |
 BS1477|                                                           dddmmss.s |
 BS1477| CW3333 BEAN B RM                            19.250 METERS 05218     |
 BS1477| BS1478 BEAN C                              308.242 METERS 13530     |
 BS1477| BS1475 BEAN A                              APPROX. 0.7 KM 3434717.6 |
 BS1477|---------------------------------------------------------------------|
 BS1477
 BS1477                          SUPERSEDED SURVEY CONTROL
 BS1477
 BS1477  NAD 83(1986)-  31 21 33.58197(N)    083 57 15.68067(W) AD(       ) 2
 BS1477  NAD 27      -  31 21 32.92800(N)    083 57 16.02600(W) AD(       ) 2
 BS1477
 BS1477.Superseded values are not recommended for survey control.
 BS1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1477.See file dsdata.txt to determine how the superseded data were derived.
 BS1477
 BS1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1896573198(NAD 83)
 BS1477_MARKER: DS = TRIANGULATION STATION DISK
 BS1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1477
 BS1477  HISTORY     - Date     Condition        Report By
 BS1477  HISTORY     - 1917     MONUMENTED       CGS
 BS1477  HISTORY     - 1922     GOOD             CGS
 BS1477
 BS1477                          STATION DESCRIPTION
 BS1477
 BS1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1477'ABOUT 300 METERS (984 FEET) SOUTH OF PRITCHETT ON THE GEORGIA
 BS1477'NORTHERN RAILWAY, AT THE INTERSECTION OF NORTHWARD TANGENT OF
 BS1477'WEST RAIL OF MAIN TRACK AND SOUTHWARD TANGENT OF EAST RAIL,
 BS1477'12.89 METERS (42.3 FEET) WEST OF WEST RAIL.
 BS1477'REFERENCE MARK IS A NAIL OR BOLT SET IN CONCRETE MOUND, 4.73
 BS1477'METERS (15.5 FEET) EAST OF EAST RAIL AND 19.25 METERS (63.2
 BS1477'FEET) FROM STATION IN GRID AZIMUTH 232 DEG 11 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1478 ***********************************************************************
 BS1478  DESIGNATION -  BEAN C
 BS1478  PID         -  BS1478
 BS1478  STATE/COUNTY-  GA/WORTH
 BS1478  USGS QUAD   -  DOERUN (1974)
 BS1478
 BS1478                         *CURRENT SURVEY CONTROL
 BS1478  ___________________________________________________________________
 BS1478* NAD 83(1994)-  31 21 26.43783(N)    083 57 07.49866(W)     ADJUSTED  
 BS1478* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 BS1478  ___________________________________________________________________
 BS1478  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BS1478  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS1478
 BS1478  HORZ ORDER  -  SECOND
 BS1478
 BS1478.The horizontal coordinates were established by classical geodetic methods
 BS1478.and adjusted by the National Geodetic Survey in September 1997..
 BS1478
 BS1478.The orthometric height was scaled from a topographic map.
 BS1478
 BS1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1478
 BS1478.The geoid height was determined by GEOID03.
 BS1478
 BS1478;                    North         East     Units Scale Factor Converg.
 BS1478;SPC GA W     -   150,485.391   720,414.820   MT  0.99990514   +0 06 42.0
 BS1478;SPC GA W     -   493,717.49  2,363,560.96   sFT  0.99990514   +0 06 42.0
 BS1478;UTM  17      - 3,472,972.445   219,175.287   MT  1.00057283   -1 32 13.9
 BS1478;UTM  16      - 3,473,221.176   789,945.091   MT  1.00063706   +1 35 13.8
 BS1478
 BS1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1478!SPC GA W     -   0.99998703  x   0.99990514  =   0.99989217
 BS1478!UTM  17      -   0.99998703  x   1.00057283  =   1.00055985
 BS1478!UTM  16      -   0.99998703  x   1.00063706  =   1.00062408
 BS1478
 BS1478:                Primary Azimuth Mark                     Grid Az
 BS1478:SPC GA W     -  BEAN D                                   171 19 49.6
 BS1478:UTM  17      -  BEAN D                                   172 58 45.5
 BS1478:UTM  16      -  BEAN D                                   169 51 17.8
 BS1478
 BS1478|---------------------------------------------------------------------|
 BS1478| PID    Reference Object                     Distance      Geod. Az  |
 BS1478|                                                           dddmmss.s |
 BS1478| BS1479 BEAN D                              431.035 METERS 1712631.6 |
 BS1478| CW3334 BEAN C RM                            23.260 METERS 19252     |
 BS1478| BS1477 BEAN B                              308.242 METERS 31530     |
 BS1478|---------------------------------------------------------------------|
 BS1478
 BS1478                          SUPERSEDED SURVEY CONTROL
 BS1478
 BS1478  NAD 83(1986)-  31 21 26.44294(N)    083 57 07.50717(W) AD(       ) 2
 BS1478  NAD 27      -  31 21 25.78900(N)    083 57 07.85300(W) AD(       ) 2
 BS1478
 BS1478.Superseded values are not recommended for survey control.
 BS1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1478.See file dsdata.txt to determine how the superseded data were derived.
 BS1478
 BS1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1917572972(NAD 83)
 BS1478_MARKER: DS = TRIANGULATION STATION DISK
 BS1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1478
 BS1478  HISTORY     - Date     Condition        Report By
 BS1478  HISTORY     - 1917     MONUMENTED       CGS
 BS1478  HISTORY     - 1922     MARK NOT FOUND   CGS
 BS1478
 BS1478                          STATION DESCRIPTION
 BS1478
 BS1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (MEL)
 BS1478'ABOUT 1/4 MILE SOUTH OF PRITCHETT STATION ON GEORGIA NORTHERN
 BS1478'RAILWAY AT THE INTERSECTION OF THE TANGENTS OF THE EAST RAIL
 BS1478'OF THE MAIN TRACK AND 23.4 METERS (77 FEET) EAST OF RAIL.
 BS1478'REFERENCE MARK IS A NAIL OR BOLT SET IN CONCRETE
 BS1478'MOUND, 7.85 METERS (25.8 FEET) EAST OF EAST RAIL.  1/2 METERS
 BS1478'(1.6 FEET) NORTH OF FIRST TELEGRAPH POLE NORTH OF STATION AND
 BS1478'23.26 METERS (76.3 FEET) FROM STATION IN GRID AZIMUTH 12 DEG
 BS1478'45 MIN.
 BS1478
 BS1478                          STATION RECOVERY (1922)
 BS1478
 BS1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 BS1478'REFERENCE MARK REPORTED DISTURBED IN 1922 AND UNABLE TO LOCATE
 BS1478'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1479 ***********************************************************************
 BS1479  DESIGNATION -  BEAN D
 BS1479  PID         -  BS1479
 BS1479  STATE/COUNTY-  GA/WORTH
 BS1479  USGS QUAD   -  DOERUN (1974)
 BS1479
 BS1479                         *CURRENT SURVEY CONTROL
 BS1479  ___________________________________________________________________
 BS1479* NAD 83(1994)-  31 21 12.59845(N)    083 57 05.07186(W)     ADJUSTED  
 BS1479* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BS1479  ___________________________________________________________________
 BS1479  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BS1479  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS1479
 BS1479  HORZ ORDER  -  SECOND
 BS1479
 BS1479.The horizontal coordinates were established by classical geodetic methods
 BS1479.and adjusted by the National Geodetic Survey in September 1997..
 BS1479
 BS1479.The orthometric height was scaled from a topographic map.
 BS1479
 BS1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1479
 BS1479.The geoid height was determined by GEOID03.
 BS1479
 BS1479;                    North         East     Units Scale Factor Converg.
 BS1479;SPC GA W     -   150,059.321   720,479.786   MT  0.99990517   +0 06 43.2
 BS1479;SPC GA W     -   492,319.62  2,363,774.10   sFT  0.99990517   +0 06 43.2
 BS1479;UTM  17      - 3,472,544.397   219,228.003   MT  1.00057246   -1 32 12.0
 BS1479;UTM  16      - 3,472,796.609   790,021.061   MT  1.00063760   +1 35 14.4
 BS1479
 BS1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1479!SPC GA W     -   0.99998922  x   0.99990517  =   0.99989439
 BS1479!UTM  17      -   0.99998922  x   1.00057246  =   1.00056168
 BS1479!UTM  16      -   0.99998922  x   1.00063760  =   1.00062682
 BS1479
 BS1479|---------------------------------------------------------------------|
 BS1479| PID    Reference Object                     Distance      Geod. Az  |
 BS1479|                                                           dddmmss.s |
 BS1479| CW3335 BEAN D RM                            18.790 METERS 12603     |
 BS1479| BS1480 BEAN E                              377.028 METERS 14403     |
 BS1479| BS1478 BEAN C                              431.035 METERS 3512632.8 |
 BS1479|---------------------------------------------------------------------|
 BS1479
 BS1479                          SUPERSEDED SURVEY CONTROL
 BS1479
 BS1479  NAD 83(1986)-  31 21 12.60355(N)    083 57 05.08048(W) AD(       ) 2
 BS1479  NAD 27      -  31 21 11.95000(N)    083 57 05.42600(W) AD(       ) 2
 BS1479
 BS1479.Superseded values are not recommended for survey control.
 BS1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1479.See file dsdata.txt to determine how the superseded data were derived.
 BS1479
 BS1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1922872544(NAD 83)
 BS1479_MARKER: DS = TRIANGULATION STATION DISK
 BS1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1479
 BS1479  HISTORY     - Date     Condition        Report By
 BS1479  HISTORY     - 1917     MONUMENTED       CGS
 BS1479  HISTORY     - 1936     GOOD             CGS
 BS1479
 BS1479                          STATION DESCRIPTION
 BS1479
 BS1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BS1479'ABOUT 1/2 MILE SOUTH OF PRITCHETT ON THE GEORGIA NORTHERN
 BS1479'RAILWAY AT THE INTERSECTION TO THE TANGENTS TO THE EAST RAIL AND
 BS1479'15.62 METERS (51.2 FEET) WEST OF WEST RAIL.
 BS1479'REFERENCE MARK IS A NAIL OR BOLT SET IN CONCRETE MOUND, 6.03
 BS1479'METERS (19.8 FEET) WEST OF WEST RAIL AND 18.79 METERS (61.6
 BS1479'FEET) FROM STATION IN GRID AZIMUTH 305 DEG 56 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1480 ***********************************************************************
 BS1480  DESIGNATION -  BEAN E
 BS1480  PID         -  BS1480
 BS1480  STATE/COUNTY-  GA/WORTH
 BS1480  USGS QUAD   -  DOERUN (1974)
 BS1480
 BS1480                         *CURRENT SURVEY CONTROL
 BS1480  ___________________________________________________________________
 BS1480* NAD 83(1994)-  31 21 02.68847(N)    083 56 56.69738(W)     ADJUSTED  
 BS1480* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BS1480  ___________________________________________________________________
 BS1480  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BS1480  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS1480
 BS1480  HORZ ORDER  -  SECOND
 BS1480
 BS1480.The horizontal coordinates were established by classical geodetic methods
 BS1480.and adjusted by the National Geodetic Survey in September 1997..
 BS1480
 BS1480.The orthometric height was scaled from a topographic map.
 BS1480
 BS1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1480
 BS1480.The geoid height was determined by GEOID03.
 BS1480
 BS1480;                    North         East     Units Scale Factor Converg.
 BS1480;SPC GA W     -   149,754.571   720,701.710   MT  0.99990528   +0 06 47.5
 BS1480;SPC GA W     -   491,319.79  2,364,502.19   sFT  0.99990528   +0 06 47.5
 BS1480;UTM  17      - 3,472,233.181   219,441.209   MT  1.00057099   -1 32 07.2
 BS1480;UTM  16      - 3,472,497.454   790,250.926   MT  1.00063925   +1 35 18.3
 BS1480
 BS1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1480!SPC GA W     -   0.99998750  x   0.99990528  =   0.99989278
 BS1480!UTM  17      -   0.99998750  x   1.00057099  =   1.00055848
 BS1480!UTM  16      -   0.99998750  x   1.00063925  =   1.00062674
 BS1480
 BS1480:                Primary Azimuth Mark                     Grid Az
 BS1480:SPC GA W     -  BEAN F                                   160 38 48.9
 BS1480:UTM  17      -  BEAN F                                   162 17 43.6
 BS1480:UTM  16      -  BEAN F                                   159 10 18.1
 BS1480
 BS1480|---------------------------------------------------------------------|
 BS1480| PID    Reference Object                     Distance      Geod. Az  |
 BS1480|                                                           dddmmss.s |
 BS1480| BS1481 BEAN F                              APPROX. 0.6 KM 1604536.4 |
 BS1480| CW3336 BEAN E RM                            22.830 METERS 19433     |
 BS1480| BS1479 BEAN D                              377.028 METERS 32403     |
 BS1480|---------------------------------------------------------------------|
 BS1480
 BS1480                          SUPERSEDED SURVEY CONTROL
 BS1480
 BS1480  NAD 83(1986)-  31 21 02.69364(N)    083 56 56.70618(W) AD(       ) 2
 BS1480  NAD 27      -  31 21 02.03900(N)    083 56 57.05200(W) AD(       ) 2
 BS1480
 BS1480.Superseded values are not recommended for survey control.
 BS1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1480.See file dsdata.txt to determine how the superseded data were derived.
 BS1480
 BS1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1944172233(NAD 83)
 BS1480_MARKER: DS = TRIANGULATION STATION DISK
 BS1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1480
 BS1480  HISTORY     - Date     Condition        Report By
 BS1480  HISTORY     - 1917     MONUMENTED       CGS
 BS1480  HISTORY     - 1922     GOOD             CGS
 BS1480  HISTORY     - 1955     MARK NOT FOUND   USGS
 BS1480
 BS1480                          STATION DESCRIPTION
 BS1480
 BS1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1480'ABOUT 3/4 MILE SOUTH OF PRITCHETT, AT FIRST CURVE SOUTH OF
 BS1480'MILEPOST 45 ON THE GEORGIA NORTHERN RAILWAY, 225 METERS (738
 BS1480'FEET) SOUTH OF MILEPOST, 6.00 METERS (19.7 FEET) EAST OF EAST
 BS1480'RAIL AND ON NORTHWARD TANGENT OF THE EAST RAIL.
 BS1480'REFERENCE MARK IS NAIL OR BOLT SET IN CONCRETE MOUND, 8.18
 BS1480'METERS (26.8 FEET) WEST OF WEST RAIL AND 22.83 METERS (74.9
 BS1480'FEET) FROM STATION IN GRID AZIMUTH 14 DEG 26 MIN.
 BS1480
 BS1480                          STATION RECOVERY (1955)
 BS1480
 BS1480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HPF)
 BS1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1481 ***********************************************************************
 BS1481  DESIGNATION -  BEAN F
 BS1481  PID         -  BS1481
 BS1481  STATE/COUNTY-  GA/WORTH
 BS1481  USGS QUAD   -  DOERUN (1974)
 BS1481
 BS1481                         *CURRENT SURVEY CONTROL
 BS1481  ___________________________________________________________________
 BS1481* NAD 83(1994)-  31 20 44.80029(N)    083 56 49.42289(W)     ADJUSTED  
 BS1481* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BS1481  ___________________________________________________________________
 BS1481  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BS1481  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BS1481
 BS1481  HORZ ORDER  -  SECOND
 BS1481
 BS1481.The horizontal coordinates were established by classical geodetic methods
 BS1481.and adjusted by the National Geodetic Survey in September 1997..
 BS1481
 BS1481.The orthometric height was scaled from a topographic map.
 BS1481
 BS1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1481
 BS1481.The geoid height was determined by GEOID03.
 BS1481
 BS1481;                    North         East     Units Scale Factor Converg.
 BS1481;SPC GA W     -   149,204.072   720,895.065   MT  0.99990538   +0 06 51.3
 BS1481;SPC GA W     -   489,513.69  2,365,136.56   sFT  0.99990538   +0 06 51.3
 BS1481;UTM  17      - 3,471,676.978   219,618.766   MT  1.00056976   -1 32 02.6
 BS1481;UTM  16      - 3,471,951.715   790,458.541   MT  1.00064073   +1 35 21.3
 BS1481
 BS1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1481!SPC GA W     -   0.99998734  x   0.99990538  =   0.99989272
 BS1481!UTM  17      -   0.99998734  x   1.00056976  =   1.00055709
 BS1481!UTM  16      -   0.99998734  x   1.00064073  =   1.00062806
 BS1481
 BS1481|---------------------------------------------------------------------|
 BS1481| PID    Reference Object                     Distance      Geod. Az  |
 BS1481|                                                           dddmmss.s |
 BS1481| CW3337 BEAN F RM                                          02511     |
 BS1481| BS1480 BEAN E                              APPROX. 0.6 KM 3404540.2 |
 BS1481|---------------------------------------------------------------------|
 BS1481
 BS1481                          SUPERSEDED SURVEY CONTROL
 BS1481
 BS1481  NAD 83(1986)-  31 20 44.80538(N)    083 56 49.43184(W) AD(       ) 2
 BS1481  NAD 27      -  31 20 44.15000(N)    083 56 49.77700(W) AD(       ) 2
 BS1481
 BS1481.Superseded values are not recommended for survey control.
 BS1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1481.See file dsdata.txt to determine how the superseded data were derived.
 BS1481
 BS1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1961971677(NAD 83)
 BS1481_MARKER: DS = TRIANGULATION STATION DISK
 BS1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1481
 BS1481  HISTORY     - Date     Condition        Report By
 BS1481  HISTORY     - 1917     MONUMENTED       CGS
 BS1481  HISTORY     - 1922     GOOD             CGS
 BS1481  HISTORY     - 1955     MARK NOT FOUND   USGS
 BS1481
 BS1481                          STATION DESCRIPTION
 BS1481
 BS1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1481'ABOUT 1-1/8 MILES SOUTH OF PRITCHETT ON GEORGIA NORTHERN RAILWAY,
 BS1481'ABOUT 1/2 MILE NORTH OF MILEPOST 44, 21.55 METERS (70.7 FEET) WEST
 BS1481'OF WEST RAIL AND ON THE SOUTHWARD TANGENT OF THE EAST RAIL.
 BS1481'REFERENCE MARK IS NAIL OR BOLT SET IN CONCRETE MOUND,
 BS1481'8.17 METERS (26.8 FEET) WEST OF WEST RAIL OF MAIN TRACK AND
 BS1481'14.19 METERS (46.6 FEET) FROM STATION IN GRID AZIMUTH 205 DEG
 BS1481'04 MIN.
 BS1481
 BS1481                          STATION RECOVERY (1955)
 BS1481
 BS1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HPF)
 BS1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1071 ***********************************************************************
 BR1071  DESIGNATION -  BEAR
 BR1071  PID         -  BR1071
 BR1071  STATE/COUNTY-  GA/BRYAN
 BR1071  USGS QUAD   -  OAK LEVEL (1979)
 BR1071
 BR1071                         *CURRENT SURVEY CONTROL
 BR1071  ___________________________________________________________________
 BR1071* NAD 83(1994)-  31 45 34.97405(N)    081 10 33.57364(W)     ADJUSTED  
 BR1071* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1071  ___________________________________________________________________
 BR1071  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BR1071  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 BR1071
 BR1071  HORZ ORDER  -  THIRD
 BR1071
 BR1071.The horizontal coordinates were established by classical geodetic methods
 BR1071.and adjusted by the National Geodetic Survey in September 1997..
 BR1071
 BR1071.The orthometric height was scaled from a topographic map.
 BR1071
 BR1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1071
 BR1071.The geoid height was determined by GEOID03.
 BR1071
 BR1071;                    North         East     Units Scale Factor Converg.
 BR1071;SPC GA E     -   195,502.677   293,847.921   MT  1.00000859   +0 31 17.4
 BR1071;SPC GA E     -   641,411.70    964,066.05   sFT  1.00000859   +0 31 17.4
 BR1071;UTM  17      - 3,513,815.893   483,333.333   MT  0.99960343   -0 05 33.5
 BR1071
 BR1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1071!SPC GA E     -   1.00000475  x   1.00000859  =   1.00001334
 BR1071!UTM  17      -   1.00000475  x   0.99960343  =   0.99960817
 BR1071
 BR1071:                Primary Azimuth Mark                     Grid Az
 BR1071:SPC GA E     -  BEAR RIVER BEACON 5                      025 41 57.8
 BR1071:UTM  17      -  BEAR RIVER BEACON 5                      026 18 48.7
 BR1071
 BR1071|---------------------------------------------------------------------|
 BR1071| PID    Reference Object                     Distance      Geod. Az  |
 BR1071|                                                           dddmmss.s |
 BR1071| BR1072 BEAR RIVER BEACON 5                 APPROX. 1.2 KM 0261315.2 |
 BR1071| BR1144 NEWELL 2                            APPROX. 2.7 KM 1233333.2 |
 BR1071| BR1146 BEAR RIVER BEACON 2                 APPROX. 2.9 KM 1444113.4 |
 BR1071| CW4610 BEAR RM 1                            16.430 METERS 30215     |
 BR1071| CW4611 BEAR RM 2                            29.900 METERS 34846     |
 BR1071|---------------------------------------------------------------------|
 BR1071
 BR1071                          SUPERSEDED SURVEY CONTROL
 BR1071
 BR1071  NAD 83(1986)-  31 45 34.99180(N)    081 10 33.58273(W) AD(       ) 3
 BR1071  NAD 27      -  31 45 34.20000(N)    081 10 34.22000(W) AD(       ) 3
 BR1071
 BR1071.Superseded values are not recommended for survey control.
 BR1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1071.See file dsdata.txt to determine how the superseded data were derived.
 BR1071
 BR1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8333313816(NAD 83)
 BR1071_MARKER: DS = TRIANGULATION STATION DISK
 BR1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1071
 BR1071  HISTORY     - Date     Condition        Report By
 BR1071  HISTORY     - 1934     MONUMENTED       CGS
 BR1071  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BR1071  HISTORY     - 1957     MARK NOT FOUND   USGS
 BR1071
 BR1071                          STATION DESCRIPTION
 BR1071
 BR1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1071'TRIANGULATION STATION BEAR LOCATED ON SHELL BANK ON THE
 BR1071'W SIDE OF BEAR RIVER ON FIRST PROMINENT BIGHT N OF ITS MOUTH.
 BR1071'STATION MARK 4 IN ABOVE GROUND IS APPROXIMATELY 9 M. W OF
 BR1071'THE TOP OF THE BANK AND ABOUT 100 M. N OF SMALL CLUMP OF
 BR1071'CEDARS.  STATION IS MARKED WITH 12 IN X 12 IN X 8 FT CONCRETE
 BR1071'BLOCK WITH BRONZE MARK STAMPED BEAR, 1934.
 BR1071'
 BR1071'R.M. 1 IS OF SIMILAR CONSTRUCTION PLACED 2 IN ABOVE GROUND
 BR1071'16.4 M. W IN MIDST OF A PATCH OF BUSHES.
 BR1071'
 BR1071'R.M. 2, SAME CONSTRUCTION, IS PLACED AT A DISTANCE OF 29.9
 BR1071'M. NW OF THE STATION AND ABOUT THE SAME DISTANCE BACK FROM
 BR1071'TOP OF THE BANK AT JUNCTION OF THE HUMMOCK AND MARSH.
 BR1071
 BR1071                          STATION RECOVERY (1952)
 BR1071
 BR1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1071'STATION AND REFERENCE MARK 2 WERE FOUND DESTROYED, AND THE
 BR1071'DISKS WERE REMOVED BY THIS PARTY.  REFERENCE MARK 1 WAS
 BR1071'NOT RECOVERED AFTER A THOROUGH SEARCH BY TWO MEN.  IT IS
 BR1071'BELIEVED THAT IT IS COVERED BY THE SHELL BANK WHICH IS CONTINUALLY
 BR1071'BEING SHIFTED BY TIDE AND WAVE ACTION.
 BR1071
 BR1071                          STATION RECOVERY (1957)
 BR1071
 BR1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BR1071'STATION NOT FOUND.  BANK WASHED AWAY.  THREE CONCRETE BLOCKS
 BR1071'COVERED WITH SHELLS WERE FOUND IN THE WATER AT LOW TIDE
 BR1071'IN THE GENERAL POSITION OF BEAR AND THE TWO REFERENCE MARKS.
 BR1071'ONE BLOCK CONTAINED TABLET OF REFERENCE MARK 2.  THE OTHER
 BR1071'TWO BLOCKS WERE UNDER WATER, WITH NO TABLETS VISIBLE THROUGH
 BR1071'THE SHELL GROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1080 ***********************************************************************
 BR1080  DESIGNATION -  BEAR RIVER BEACON 3
 BR1080  PID         -  BR1080
 BR1080  STATE/COUNTY-  GA/CHATHAM
 BR1080  USGS QUAD   -  OAK LEVEL (1979)
 BR1080
 BR1080                         *CURRENT SURVEY CONTROL
 BR1080  ___________________________________________________________________
 BR1080* NAD 83(1994)-  31 47 24.75122(N)    081 10 27.13685(W)     ADJUSTED  
 BR1080* NAVD 88     -                                                        
 BR1080  ___________________________________________________________________
 BR1080  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BR1080  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 BR1080
 BR1080  HORZ ORDER  -  THIRD
 BR1080
 BR1080.The horizontal coordinates were established by classical geodetic methods
 BR1080.and adjusted by the National Geodetic Survey in September 1997..
 BR1080
 BR1080
 BR1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1080
 BR1080.The geoid height was determined by GEOID03.
 BR1080
 BR1080;                    North         East     Units Scale Factor Converg.
 BR1080;SPC GA E     -   198,885.335   293,986.465   MT  1.00000891   +0 31 22.4
 BR1080;SPC GA E     -   652,509.64    964,520.59   sFT  1.00000891   +0 31 22.4
 BR1080;UTM  17      - 3,517,195.500   483,508.070   MT  0.99960335   -0 05 30.4
 BR1080
 BR1080                          SUPERSEDED SURVEY CONTROL
 BR1080
 BR1080  NAD 83(1986)-  31 47 24.76860(N)    081 10 27.14681(W) AD(       ) 4
 BR1080  NAD 27      -  31 47 23.98400(N)    081 10 27.78500(W) AD(       ) 3
 BR1080
 BR1080.Superseded values are not recommended for survey control.
 BR1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1080.See file dsdata.txt to determine how the superseded data were derived.
 BR1080
 BR1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8350817195(NAD 83)
 BR1080
 BR1080  HISTORY     - Date     Condition        Report By
 BR1080  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1080  HISTORY     - 1934     GOOD             CGS
 BR1080  HISTORY     - 1934     GOOD             CGS
 BR1080
 BR1080                          STATION DESCRIPTION
 BR1080
 BR1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HO)
 BR1080'RECOVERED IN GOOD CONDITION.
 BR1080
 BR1080                          STATION RECOVERY (1934)
 BR1080
 BR1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1080'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1072 ***********************************************************************
 BR1072  DESIGNATION -  BEAR RIVER BEACON 5
 BR1072  PID         -  BR1072
 BR1072  STATE/COUNTY-  GA/CHATHAM
 BR1072  USGS QUAD   -  OAK LEVEL (1979)
 BR1072
 BR1072                         *CURRENT SURVEY CONTROL
 BR1072  ___________________________________________________________________
 BR1072* NAD 83(1994)-  31 46 10.27460(N)    081 10 13.22256(W)     ADJUSTED  
 BR1072* NAVD 88     -                                                        
 BR1072  ___________________________________________________________________
 BR1072  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BR1072  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 BR1072
 BR1072  HORZ ORDER  -  THIRD
 BR1072
 BR1072.The horizontal coordinates were established by classical geodetic methods
 BR1072.and adjusted by the National Geodetic Survey in September 1997..
 BR1072
 BR1072
 BR1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1072
 BR1072.The geoid height was determined by GEOID03.
 BR1072
 BR1072;                    North         East     Units Scale Factor Converg.
 BR1072;SPC GA E     -   196,594.814   294,373.515   MT  1.00000981   +0 31 28.6
 BR1072;SPC GA E     -   644,994.82    965,790.44   sFT  1.00000981   +0 31 28.6
 BR1072;UTM  17      - 3,514,901.892   483,870.386   MT  0.99960321   -0 05 22.9
 BR1072
 BR1072                          SUPERSEDED SURVEY CONTROL
 BR1072
 BR1072  NAD 83(1986)-  31 46 10.29221(N)    081 10 13.23188(W) AD(       ) 4
 BR1072  NAD 27      -  31 46 09.50500(N)    081 10 13.87300(W) AD(       ) 3
 BR1072
 BR1072.Superseded values are not recommended for survey control.
 BR1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1072.See file dsdata.txt to determine how the superseded data were derived.
 BR1072
 BR1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8387014902(NAD 83)
 BR1072
 BR1072  HISTORY     - Date     Condition        Report By
 BR1072  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1072  HISTORY     - 1934     GOOD             CGS
 BR1072  HISTORY     - 1934     GOOD             CGS
 BR1072
 BR1072                          STATION DESCRIPTION
 BR1072
 BR1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HO)
 BR1072'RECOVERED IN GOOD CONDITION.
 BR1072
 BR1072                          STATION RECOVERY (1934)
 BR1072
 BR1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1072'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1031 ***********************************************************************
 BR1031  DESIGNATION -  BEAU
 BR1031  PID         -  BR1031
 BR1031  STATE/COUNTY-  GA/CHATHAM
 BR1031  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1031
 BR1031                         *CURRENT SURVEY CONTROL
 BR1031  ___________________________________________________________________
 BR1031* NAD 83(1994)-  31 57 04.71659(N)    081 05 50.49094(W)     ADJUSTED  
 BR1031* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1031  ___________________________________________________________________
 BR1031  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 BR1031  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 BR1031
 BR1031  HORZ ORDER  -  THIRD
 BR1031
 BR1031.The horizontal coordinates were established by classical geodetic methods
 BR1031.and adjusted by the National Geodetic Survey in September 1997..
 BR1031
 BR1031.The orthometric height was scaled from a topographic map.
 BR1031
 BR1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1031
 BR1031.The geoid height was determined by GEOID03.
 BR1031
 BR1031;                    North         East     Units Scale Factor Converg.
 BR1031;SPC GA E     -   216,817.592   301,088.131   MT  1.00002599   +0 33 57.3
 BR1031;SPC GA E     -   711,342.38    987,819.98   sFT  1.00002599   +0 33 57.3
 BR1031;UTM  17      - 3,535,042.950   490,799.102   MT  0.99960104   -0 03 05.5
 BR1031
 BR1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1031!SPC GA E     -   1.00000462  x   1.00002599  =   1.00003061
 BR1031!UTM  17      -   1.00000462  x   0.99960104  =   0.99960566
 BR1031
 BR1031:                Primary Azimuth Mark                     Grid Az
 BR1031:SPC GA E     -  POSSUM 2                                 194 08 58.3
 BR1031:UTM  17      -  POSSUM 2                                 194 46 01.1
 BR1031
 BR1031|---------------------------------------------------------------------|
 BR1031| PID    Reference Object                     Distance      Geod. Az  |
 BR1031|                                                           dddmmss.s |
 BR1031| BR1048 POSSUM 2                            APPROX. 3.4 KM 1944255.6 |
 BR1031| BR1630 BEAU RM 2                            40.000 METERS 28343     |
 BR1031| BR1629 BEAU RM 1                            32.320 METERS 35724     |
 BR1031|---------------------------------------------------------------------|
 BR1031
 BR1031                          SUPERSEDED SURVEY CONTROL
 BR1031
 BR1031  NAD 83(1986)-  31 57 04.72986(N)    081 05 50.50559(W) AD(       ) 3
 BR1031  NAD 27      -  31 57 03.95700(N)    081 05 51.12600(W) AD(       ) 3
 BR1031
 BR1031.Superseded values are not recommended for survey control.
 BR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1031.See file dsdata.txt to determine how the superseded data were derived.
 BR1031
 BR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9079935043(NAD 83)
 BR1031_MARKER: DS = TRIANGULATION STATION DISK
 BR1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1031
 BR1031  HISTORY     - Date     Condition        Report By
 BR1031  HISTORY     - 1934     MONUMENTED       CGS
 BR1031  HISTORY     - 19960124 GOOD             USPSQD
 BR1031
 BR1031                          STATION DESCRIPTION
 BR1031
 BR1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1031'STATION IS SITUATED AT A BEND IN BACK RIVER AT ITS MOST
 BR1031'WESTERLY POINT.  IT IS ON THE W SHORE ON HIGH GROUND 150 M.
 BR1031'NE OF THE HOUSE OF A.H. FINCHEW, AND 3 M. FROM HWL.  IT CAN
 BR1031'BE REACHED BY WATER ONLY AT HIGH WATER.  IT CAN BE REACHED BY
 BR1031'ROAD AS FOLLOWS--BEGINNING AT THE INTERSECTION OF ISLE OF HOPE
 BR1031'ROAD AND FERGUSON AVE. RUNNING S ON FERGUSON AVE. 3.8 MI.
 BR1031'TO A ROAD INTERSECTION BEARING LEFT ON SAID CROSS ROAD 0.15
 BR1031'MI. TO A WHITE SCHOOL HOUSE, THENCE LEFT 0.25 MI. TO A ROADWAY
 BR1031'ENTERING THE PROPERTY OF A.H. FINCHEW.
 BR1031'
 BR1031'STATION IS MARKED BY A STANDARD DISC STAMPED BEAU 1934 SET
 BR1031'IN A CONCRETE MONUMENT 12 IN SQUARE, 18 IN DEEP AND 6 IN
 BR1031'ABOVE GROUND.  R.M.S
 BR1031'ARE STANDARD DISCS SET IN SIMILAR MONUMENTS 10 IN SQUARE.
 BR1031
 BR1031                          STATION RECOVERY (1996)
 BR1031
 BR1031'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1052 ***********************************************************************
 BR1052  DESIGNATION -  BEAULIEU
 BR1052  PID         -  BR1052
 BR1052  STATE/COUNTY-  GA/CHATHAM
 BR1052  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1052
 BR1052                         *CURRENT SURVEY CONTROL
 BR1052  ___________________________________________________________________
 BR1052* NAD 83(1994)-  31 55 52.75253(N)    081 06 44.83324(W)     ADJUSTED  
 BR1052* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1052  ___________________________________________________________________
 BR1052  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BR1052  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 BR1052
 BR1052  HORZ ORDER  -  SECOND
 BR1052
 BR1052.The horizontal coordinates were established by classical geodetic methods
 BR1052.and adjusted by the National Geodetic Survey in September 1997..
 BR1052
 BR1052.The orthometric height was scaled from a topographic map.
 BR1052
 BR1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1052
 BR1052.The geoid height was determined by GEOID03.
 BR1052
 BR1052;                    North         East     Units Scale Factor Converg.
 BR1052;SPC GA E     -   214,587.041   299,682.609   MT  1.00002251   +0 33 27.4
 BR1052;SPC GA E     -   704,024.32    983,208.69   sFT  1.00002251   +0 33 27.4
 BR1052;UTM  17      - 3,532,828.608   489,370.236   MT  0.99960139   -0 03 34.1
 BR1052
 BR1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1052!SPC GA E     -   1.00000462  x   1.00002251  =   1.00002713
 BR1052!UTM  17      -   1.00000462  x   0.99960139  =   0.99960600
 BR1052
 BR1052|---------------------------------------------------------------------|
 BR1052| PID    Reference Object                     Distance      Geod. Az  |
 BR1052|                                                           dddmmss.s |
 BR1052| BR1660 BEAULIEU RM 1                        25.840 METERS 02958     |
 BR1052| BR1661 BEAULIEU RM 2                        34.150 METERS 07803     |
 BR1052| BR1056 BEAULIEU 2                            7.345 METERS 15218     |
 BR1052| BR1048 POSSUM 2                            APPROX. 1.2 KM 1521826.4 |
 BR1052| BR1066 TARREYS BOATHOUSE FLAGPOLE          APPROX.10.3 KM 1671251.0 |
 BR1052| BR1092 AIRWAY BEACON 10                    APPROX. 9.0 KM 2225937.9 |
 BR1052|---------------------------------------------------------------------|
 BR1052
 BR1052                          SUPERSEDED SURVEY CONTROL
 BR1052
 BR1052  NAD 83(1986)-  31 55 52.76583(N)    081 06 44.84721(W) AD(       ) 2
 BR1052  NAD 27      -  31 55 51.99100(N)    081 06 45.46700(W) AD(       ) 2
 BR1052
 BR1052.Superseded values are not recommended for survey control.
 BR1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1052.See file dsdata.txt to determine how the superseded data were derived.
 BR1052
 BR1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8937032829(NAD 83)
 BR1052_MARKER: DS = TRIANGULATION STATION DISK
 BR1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1052
 BR1052  HISTORY     - Date     Condition        Report By
 BR1052  HISTORY     - 1932     MONUMENTED       CGS
 BR1052  HISTORY     - 1934     GOOD             CGS
 BR1052  HISTORY     - 1936     SEE DESCRIPTION  USE
 BR1052  HISTORY     - 1974     GOOD             NGS
 BR1052
 BR1052                          STATION DESCRIPTION
 BR1052
 BR1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CMD)
 BR1052'ABOUT 10 MI. SE OF SAVANNAH, IN THE SUBDIVISION OF BEAULIEU AND
 BR1052'ABOUT 0.6 MI. W OF N OF THE JUNCTION OF THE BURNSIDE RIVER AND
 BR1052'WHITE BLUFF RIVER TO FORM THE VERNON RIVER, ON A GRASSY TOPPED
 BR1052'BLUFF WHICH FORMS THE FRONT YARD OF A LARGE SUMMER HOME, ON
 BR1052'PROPERTY OWNED BY MR. ROBERT GROVES OF BEAULIEU AND SAVANNAH.
 BR1052'STATION IS 43.1 M. SE OF SW CORNER OF MRS. MC NEILS SUMMER
 BR1052'HOME, 44.49 M.  SW OF SE CORNER OF AN ADJOINING HOUSE, 35 M. W
 BR1052'OF W SIDE OF A FRAME BARN AND 23.35 M. S OF THE C/1 OF A
 BR1052'LANE WHICH RUNS 500 FT W FROM THE S END OF BEAULIEU AVE. AND
 BR1052'FORMS THE LINE BETWEEN MRS. MC NEILS AND MR. GROVES
 BR1052'PROPERTY.  MARK IS SET FLUSH IN THE GRASSY PLOT 5.58 M. N
 BR1052'OF FENCE LINE ON BLUFF EDGE, 53.45 M. E OF BLUFF ON WHITE BLUFF
 BR1052'RIVER, 11.3 M. SW OF A ROW OF SEVERAL SPIGOTS IN A
 BR1052'HORIZONTAL PIPE AND 5.65 M. SE OF EDGE OF SMALL EXCAVATION.
 BR1052'
 BR1052'R.M. 1 (2 IN ABOVE) IS 26.9 M. E OF S OF SE CORNER OF SUMMER
 BR1052'HOUSE, 8.74 M. S OF CENTER LINE OF PROPERTY LINE LANE, 15 M. NE
 BR1052'OF THE ROW OF SPIGOTS, AND 0.52 M. W OF FENCE LINE ON W SIDE OF
 BR1052'SMALL ORCHARD.
 BR1052'
 BR1052'R.M. 2 (2 IN ABOVE) IS 1 M. W OF SW CORNER OF THE FRAME BARN,
 BR1052'6.3 M. S OF FENCE LINE ON S SIDE OF SMALL GARDEN, AND 2.85 M. N
 BR1052'OF FENCE LINE OF BLUFF EDGE.
 BR1052'
 BR1052'STATIONS POSSUM, LITTLE BUZZARD 2, HARVEY, KEY, AND SHAD MAY BE
 BR1052'SEEN FROM THE GROUND.
 BR1052
 BR1052                          STATION RECOVERY (1934)
 BR1052
 BR1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1052'RECOVERED.
 BR1052
 BR1052                          STATION RECOVERY (1936)
 BR1052
 BR1052'RECOVERY NOTE BY US ENGINEERS 1936 (RSH)
 BR1052'ABOUT 10 MI. SE OF SAVANNAH, IN THE SUBDIVISION OF BEAULIEU AND
 BR1052'ABOUT 0.6 MI.NW OF THE JUNCTION OF BURNSIDE RIVER AND WHITE
 BR1052'BLUFF RIVER, AT THE SOUTHERN END OF LOW BLUFF ADJACENT TO MARSH
 BR1052'LINE, ON PROPERTY OWNED BY MR. ROBERT W. GROVES OF SAVANNAH.
 BR1052'STATION AND REFERENCE MARKS RECOVERED IN EXCELLENT CONDITION.
 BR1052'MR. GROVES HAS HAD THE GROUND GRADED AND LOWERED AND THE
 BR1052'IDENTICAL POSITIONS OF THE MONUMENTS HAVE BEEN PRESERVED BY
 BR1052'LOWERING THEM FLUSH WITH THE NEW SURFACE OF THE GROUND.
 BR1052'
 BR1052'THE OLD DESCRIPTION IS OBSOLETE.  NEW DESCRIPTION IS AS FOLLOWS.
 BR1052'STATION IS ON LOW BLUFF, 18 M. N OF MARSH LINE, 38.7 M. N60-35E
 BR1052'OF 14-INCH DIAMETER CAMPHOR TREE WHICH STANDS ON SW POINT OF
 BR1052'BLUFF, 66.6 M. S74-50E OF 5 FT DIAMETER
 BR1052'
 BR1052'LIVE OAK TREE WHICH STANDS AT TOP OF BLUFF, 53.3 M. S1-00E OF ANOTHER
 BR1052'5 FT. DIAMETER LIVE OAK TREE WHICH STANDS IN YARD, 49.7 M.
 BR1052'S32-30W OF SW CORNER OF BRICK WALL WHICH SURROUNDS FLOWER GARDEN.
 BR1052'
 BR1052'R.M. 1 IS 62.5 M. N 47-55E OF CAMPHOR TREE, 77.0 M. N87-20E OF
 BR1052'OAK TREE AT TOP OF BLUFF, 33.9 M. S24-45E OF LIVE OAK TREE IN
 BR1052'YARD, 23.9 M. S38-10W OF SW CORNER OF BRICK WALL.
 BR1052'
 BR1052'R.M. 2 IS 14.5 M. N OF MARSH LINE, 71.9 M. N69-00E OF CAMPHOR
 BR1052'TREE, 98.0 M, S83-00E OF LIVE OAK TREE AT TOP OF BLUFF, 57.8 M.
 BR1052'S37-15E OF LIVE OAK TREE IN YARD, 34.9 M. S10-55E OF SW CORNER OF
 BR1052'BRICK WALL.
 BR1052'
 BR1052'NOTE--MEASUREMENTS TO TREES REFER TO THE SIDE OF THE TREE
 BR1052'NEAREST THE STATION OR REFERENCE MARK.  THE TREES AND CORNER
 BR1052'OF WALL REFERRED TO IN THE DESCRIPTION OF THE STATION ARE THE
 BR1052'SAME FOR THE REFERENCE MARKS.
 BR1052
 BR1052                          STATION RECOVERY (1974)
 BR1052
 BR1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 BR1052'THE STATION WAS RECOVERED AND APPEARED IN GOOD CONDITION.  REFERENCE
 BR1052'MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  ABOUT 3 FEET OF FILL
 BR1052'WAS PUT IN THE FRONT YARD AREA WHERE REFERENCE MARKS WERE LOCATED.
 BR1052'THEY WERE SEARCHED FOR BUT NOT FOUND.  THE STATION WAS LEFT INTACT
 BR1052'ON THE FLOOR OF THE FIRE PLACE THAT WAS BEING BUILT IN THE SOUTHEAST
 BR1052'PART OF THE HOUSE.  BEAULIEU 2, REFERENCE MARKS 3 AND 4 WERE
 BR1052'ESTABLISHED USING STATION POSSUM 2 1932 AS AZIMUTH STATION.
 BR1052'
 BR1052'STATION MARKS, A STANDARD DISK STAMPED BEAULIEU 1932, IS SET IN THE
 BR1052'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS IN THE FLOOR OF
 BR1052'THE FIRE PLACE.  IT IS 42 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 BR1052'HOUSE AND 12.5 FEET SOUTHWEST OF THE EAST CORNER OF THE HOUSE.
 BR1052'
 BR1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHWEST
 BR1052'OF SAVANNAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1056 ***********************************************************************
 BR1056  DESIGNATION -  BEAULIEU 2
 BR1056  PID         -  BR1056
 BR1056  STATE/COUNTY-  GA/CHATHAM
 BR1056  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1056
 BR1056                         *CURRENT SURVEY CONTROL
 BR1056  ___________________________________________________________________
 BR1056* NAD 83(1994)-  31 55 52.54140(N)    081 06 44.70327(W)     ADJUSTED  
 BR1056* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1056  ___________________________________________________________________
 BR1056  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BR1056  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 BR1056
 BR1056  HORZ ORDER  -  THIRD
 BR1056
 BR1056.The horizontal coordinates were established by classical geodetic methods
 BR1056.and adjusted by the National Geodetic Survey in September 1997..
 BR1056.No horizontal observational check was made to the station.
 BR1056
 BR1056.The orthometric height was scaled from a topographic map.
 BR1056
 BR1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1056
 BR1056.The geoid height was determined by GEOID03.
 BR1056
 BR1056;                    North         East     Units Scale Factor Converg.
 BR1056;SPC GA E     -   214,580.572   299,686.086   MT  1.00002252   +0 33 27.5
 BR1056;SPC GA E     -   704,003.09    983,220.10   sFT  1.00002252   +0 33 27.5
 BR1056;UTM  17      - 3,532,822.104   489,373.642   MT  0.99960139   -0 03 34.0
 BR1056
 BR1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1056!SPC GA E     -   1.00000462  x   1.00002252  =   1.00002714
 BR1056!UTM  17      -   1.00000462  x   0.99960139  =   0.99960600
 BR1056
 BR1056|---------------------------------------------------------------------|
 BR1056| PID    Reference Object                     Distance      Geod. Az  |
 BR1056|                                                           dddmmss.s |
 BR1056| BR1668 BEAULIEU 2 RM 3                       7.760 METERS 00146     |
 BR1056| BR1048 POSSUM 2                            APPROX. 1.2 KM 1521826.6 |
 BR1056| BR1669 BEAULIEU 2 RM 4                      13.335 METERS 26611     |
 BR1056| BR1052 BEAULIEU                              7.345 METERS 33218     |
 BR1056|---------------------------------------------------------------------|
 BR1056
 BR1056                          SUPERSEDED SURVEY CONTROL
 BR1056
 BR1056  NAD 83(1986)-  31 55 52.55470(N)    081 06 44.71724(W) AD(       ) 3
 BR1056  NAD 27      -  31 55 51.77985(N)    081 06 45.33705(W) AD(       ) 3
 BR1056
 BR1056.Superseded values are not recommended for survey control.
 BR1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1056.See file dsdata.txt to determine how the superseded data were derived.
 BR1056
 BR1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8937432822(NAD 83)
 BR1056_MARKER: DS = TRIANGULATION STATION DISK
 BR1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1056
 BR1056  HISTORY     - Date     Condition        Report By
 BR1056  HISTORY     - 1974     MONUMENTED       NGS
 BR1056  HISTORY     - 19991028 MARK NOT FOUND   USPSQD
 BR1056
 BR1056                          STATION DESCRIPTION
 BR1056
 BR1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 BR1056'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SAVANNAH, ON BEAULIEU
 BR1056'POINT AND ON PROPERTY OF MR. ROBERT W. GROVES III, 2911 ATLANTIC
 BR1056'AVENUE, SAVANNAH, GEORGIA 31405.
 BR1056'
 BR1056'TO REACH THE STATION FROM THE JUNCTION OF ABERCORN STREET AND
 BR1056'MONTGOMERY CROSSROADS ON THE SOUTH SIDE OF SAVANNAH, GO EAST ON
 BR1056'MONTGOMERY CROSSROAD FOR 1.65 MILES TO WHITFIELD AVENUE ON RIGHT.
 BR1056'TURN RIGHT AND GO SOUTHERLY ON WHITFIELD AVENUE FOR 2.05 MILES TO
 BR1056'DIAMOND CAUSEWAY.  KEEP LEFT AND CONTINUE SOUTH ON DIAMOND
 BR1056'CAUSEWAY ROAD 0.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 BR1056'FERGUSON AVENUE FOR 1.25 MILES TO BEAULIEU AVENUE.  TURN LEFT AND
 BR1056'GO SOUTH FOR 0.75 MILE TO BUTLER AVENUE ON LEFT.  CONTINUE SOUTHERLY
 BR1056'ON BEAULIEU AVENUE FOR 0.1 MILE TO A METAL GATE ON LEFT IN BRICK
 BR1056'WALL FENCE.  TURN LEFT PASSING THROUGH FENCE AND GO SOUTH 0.05
 BR1056'MILE TO A FORK IN DRIVEWAY.  KEEP LEFT AND GO SOUTHEAST FOLLOWING
 BR1056'DRIVEWAY FOR 0.2 MILE TO BEAULIEU POINT AND STATION.
 BR1056'
 BR1056'STATION MARK, A STANDARD DISK STAMPED BEAULIEU 2 1974, IS SET IN THE
 BR1056'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 BR1056'GROUND SURFACE.  IT IS 45 FEET EAST OF THE SOUTH CORNER OF HOUSE,
 BR1056'26.5 FEET SOUTH OF THE EAST CORNER OF THE HOUSE AND 20 FEET SOUTHEAST
 BR1056'OF THE CHIMNEY ON THE SOUTH SIDE OF THE HOUSE.  UNDERGROUND MARK
 BR1056'IS A STANDARD DISK STAMPED BEAULIEU 2 1974 AND IS SET IN THE TOP
 BR1056'OF AN IRREGULAR MASS OF CONCRETE ABOUT 40-INCHES BELOW THE
 BR1056'GROUND SURFACE.
 BR1056'
 BR1056'REFERENCE MARK 3, A STANDARD DISK STAMPED BEAULIEU 2 NO 3 1974, IS
 BR1056'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BR1056'SET 1-INCH BELOW THE GROUND SURFACE.  IT IS 2 FEET SOUTHEAST OF THE
 BR1056'EAST CORNER OF THE HOUSE.
 BR1056'
 BR1056'REFERENCE MARK 4, A STANDARD DISK STAMPED BEAULIEU 2 NO 4 1974, IS
 BR1056'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 BR1056'1-INCH BELOW THE GROUND SURFACE.  IT IS 2 FEET SOUTHEAST OF THE
 BR1056'SOUTH CORNER OF THE HOUSE.
 BR1056'
 BR1056'NOTICE--DUE TO SOME LANDSCAPING TO BE DONE IN THE FURTURE, THESE
 BR1056'MARKS MAY BE COVERED UP, BUT SHOULD BE EASILY RECOVERED FROM
 BR1056'MEASUREMENTS FROM THE HOUSE.
 BR1056'
 BR1056'NOTE--DUE TO AN ALIGNMENT ERROR, THE EXACT POINT ON THE UNDERGROUND
 BR1056'STATION MARK IS 18 MILLIMETERS N 90 DEG E FROM THE CENTER
 BR1056'DOT ON THE UNDERGROUND STATION DISK.
 BR1056'
 BR1056'NEAREST TOWN--SAVANNAH.
 BR1056
 BR1056                          STATION RECOVERY (1999)
 BR1056
 BR1056'RECOVERY NOTE BY US POWER SQUADRON 1999
 BR1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3470 ***********************************************************************
 DG3470  DESIGNATION -  BEECHAM
 DG3470  PID         -  DG3470
 DG3470  STATE/COUNTY-  GA/HARALSON
 DG3470  USGS QUAD   -  TALLAPOOSA NORTH (1966)
 DG3470
 DG3470                         *CURRENT SURVEY CONTROL
 DG3470  ___________________________________________________________________
 DG3470* NAD 83(1994)-  33 50 17.67596(N)    085 22 02.97764(W)     ADJUSTED  
 DG3470* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 DG3470  ___________________________________________________________________
 DG3470  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DG3470  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3470
 DG3470  HORZ ORDER  -  FIRST
 DG3470
 DG3470.The horizontal coordinates were established by classical geodetic methods
 DG3470.and adjusted by the National Geodetic Survey in September 1997..
 DG3470
 DG3470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3470
 DG3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3470
 DG3470.The geoid height was determined by GEOID03.
 DG3470
 DG3470;                    North         East     Units Scale Factor Converg.
 DG3470;SPC GA W     -   426,211.880   588,860.003   MT  1.00005223   -0 40 07.5
 DG3470;SPC GA W     - 1,398,330.14  1,931,951.53   sFT  1.00005223   -0 40 07.5
 DG3470;SPC AL E     -   370,260.306   243,116.347   MT  0.99998291   +0 15 33.9
 DG3470;UTM  16      - 3,745,419.448   651,051.395   MT  0.99988128   +0 54 33.2
 DG3470
 DG3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3470!SPC GA W     -   0.99994290  x   1.00005223  =   0.99999513
 DG3470!SPC AL E     -   0.99994290  x   0.99998291  =   0.99992581
 DG3470!UTM  16      -   0.99994290  x   0.99988128  =   0.99982419
 DG3470
 DG3470|---------------------------------------------------------------------|
 DG3470| PID    Reference Object                     Distance      Geod. Az  |
 DG3470|                                                           dddmmss.s |
 DG3470| CZ2819 BEECHAM RM 3                         15.727 METERS 05033     |
 DG3470| CZ2817 BEECHAM RM 1                         19.980 METERS 05638     |
 DG3470| DG3434 TALLAPOOSA MUNICIPAL STANDPIPE      APPROX.13.5 KM 1421838.5 |
 DG3470| CZ2818 BEECHAM RM 2                         19.479 METERS 26707     |
 DG3470| CZ2820 BEECHAM RM 4                                       2761837.2 |
 DG3470|---------------------------------------------------------------------|
 DG3470
 DG3470                          SUPERSEDED SURVEY CONTROL
 DG3470
 DG3470  NAD 83(1994)-  33 50 17.67788(N)    085 22 02.97918(W) AD(       ) 1
 DG3470  NAD 83(1986)-  33 50 17.68012(N)    085 22 02.97452(W) AD(       ) 1
 DG3470  NAD 27      -  33 50 17.30900(N)    085 22 03.14400(W) AD(       ) 1
 DG3470  NGVD 29 (07/19/86)  392.4    (m)         1287.     (f) VERT ANG       
 DG3470
 DG3470.Superseded values are not recommended for survey control.
 DG3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3470.See file dsdata.txt to determine how the superseded data were derived.
 DG3470
 DG3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5105145419(NAD 83)
 DG3470_MARKER: DS = TRIANGULATION STATION DISK
 DG3470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3470
 DG3470  HISTORY     - Date     Condition        Report By
 DG3470  HISTORY     - 1941     MONUMENTED       CGS
 DG3470  HISTORY     - 1954     GOOD             CGS
 DG3470  HISTORY     - 1973     GOOD             NGS
 DG3470
 DG3470                          STATION DESCRIPTION
 DG3470
 DG3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3470'THE STATION IS ON TOP OF STATE LINE HILL, ABOUT 1/4 MILE E OF
 DG3470'THE ALABAMA-GEORGIA STATE LINE, AND ABOUT 7 MILES NW OF TALLAPOOSA,
 DG3470'GEORGIA.  IT IS 72 FEET N OF A GRADED DIRT ROAD.  THE DISK IS
 DG3470'STAMPED BEECHAM 1941 AND PROJECTS 8 INCHES ABOVE THE SURFACE
 DG3470'OF THE GROUND.
 DG3470'
 DG3470'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DG3470'DISKS SET IN CONCRETE.
 DG3470'
 DG3470'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE CREST OF THE
 DG3470'RIDGE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK
 DG3470'IS STAMPED BEECHAM NO. 1 1941 AND PROJECTS ABOUT 6 INCHES ABOVE
 DG3470'THE SURFACE OF THE GROUND.
 DG3470'
 DG3470'REFERENCE MARK NO. 2 IS W OF THE STATION ON THE N SLOPE OF THE
 DG3470'HILL.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.  THE DISK IS
 DG3470'STAMPED BEECHAM NO. 2 1941 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DG3470'
 DG3470'THE TALLAPOOSA MUNICIPAL STANDPIPE IS SE OF THE STATION, THE
 DG3470'HIGHEST OBJECT IN TALLAPOOSA AND IS VISIBLE FROM THE GROUND
 DG3470'WITH THE CLEARING OF 1 TREE.
 DG3470'
 DG3470'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ESOM HILL,
 DG3470'GEORGIA, GO S ON THE MAIN ROAD ABOUT 2 BLOCKS, THEN LEFT AND GO
 DG3470'E 1 BLOCK, THEN TURN RIGHT AND GO S ON THE MAIN ROAD FOR 3.6 MILES
 DG3470'TO A T-ROAD, TURN SHARP RIGHT AND GO 2.3 MILES TO A Y IN THE
 DG3470'ROAD, CONTINUE S FOR 0.5 MILE TO A T-ROAD ON THE LEFT, CONTINUE
 DG3470'STRAIGHT AHEAD FOR 3.0 MILES TO ANOTHER T-ROAD, TURN RIGHT AND
 DG3470'GO 0.3 MILE TO A V IN THE ROAD, TURN SHARP LEFT AND GO 0.9 MILE
 DG3470'TO A DIM GRADED ROAD ON THE LEFT, TURN LEFT ON THIS ROAD AND
 DG3470'GO 1.0 MILE TO THE STATION.
 DG3470'
 DG3470'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DG3470
 DG3470                          STATION RECOVERY (1954)
 DG3470
 DG3470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3470'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DG3470'A NEW TO REACH FOLLOWS--
 DG3470'
 DG3470'TO REACH THE STATION FORM THE RAILROAD CROSSING IN ESOM HILL,
 DG3470'GO S FOR 0.2 MI., TURN LEFT AND GO 1 BLOCK, TURN RIGHT AND GO 0.2
 DG3470'MI. TO A FORK, TAKE THE RIGHT FORK AND GO 3.4 MI. TO A SIDE ROAD
 DG3470'RIGHT.  TURN SHARP RIGHT AND GO 0.8 MI. TO A FORK, TAKE THE LEFT
 DG3470'FORK AND GO 1.0 MI. TO A FORK, TAKE THE LEFT FORK AND GO 0.4 MI.
 DG3470'TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0 MI. TO A
 DG3470'SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD FOR 2.0 MI. TO A
 DG3470'T-INTERSECTION, TURN RIGHT AND GO 0.3 MI. TO A T-INTERSECTION, TURN
 DG3470'LEFT AND GO 0.9 MI. TO A SIDE ROAD LEFT IN THE MIDDLE OF A
 DG3470'CURVE.  TURN LEFT AND GO 0.2 MI. TO A FORK, TAKE THE RIGHT
 DG3470'FORK AND GO 0.8 MI. TO THE TOP OF THE GRADE AND THE STATION ON
 DG3470'THE LEFT.
 DG3470
 DG3470                          STATION RECOVERY (1973)
 DG3470
 DG3470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3470'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED, THE STATION
 DG3470'MARK HAS BEEN BADLY CHIPPED BUT APPEARS TO BE SOLID, REFERENCE
 DG3470'MARK 2 HAS BEEN CHIPPED OFF ON ITS EAST EDGE AND IS LEANING TOWARD
 DG3470'THE STATION MARK.  IN COMPARISON TO THE 1941 DATA A LESSER
 DG3470'DISTANCE OF 0.101 METER AND A GREATER DIRECTION OF 11 MIN 28.3 SEC
 DG3470'WAS NOTED AND VERIFIED.  THE CONCRETE MONUMENT FOR REFERENCE
 DG3470'MARK 1 WAS FOUND, WITH DISK REMOVED, LYING ON ITS SIDE.
 DG3470'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DG3470'
 DG3470'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG3470'
 DG3470'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF
 DG3470'CEDARTOWN, 10.5 MILES WEST-NORTHWEST OF BUCHANAN, 8 MILES
 DG3470'NORTH-NORTHWEST OF TALLAPOOSA, 0.25 MILE EAST OF THE
 DG3470'ALABAMA-GEORGIA STATE LINE, ATOP A LOW KNOLL AND ON PROPERTY
 DG3470'OWNED BY THE GEORGIA KRAFT CORPORATION.  DISTRICT OFFICE, ROME,
 DG3470'GEORGIA.
 DG3470'
 DG3470'TO REACH FROM THE CEDARTOWN CITY HALL, GO SOUTH ON U.S. HIGHWAY
 DG3470'27 AND STATE ROUTE 100 FOR 3.5 MILES TO A HIGHWAY JUNCTION.  TURN
 DG3470'RIGHT AND GO SOUTHWESTERLY ON ROUTE 100 FOR 4.1 MILES TO A
 DG3470'CROSSROAD, COUNTY ROAD 80, CONTINUE ON ROUTE 100 FOR 1.9 MILES
 DG3470'TO A GEORGIA FORESTRY COMMISSION MONUMENT ON THE LEFT.  CONTINUE
 DG3470'FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DG3470'SOUTHWESTERLY ON COUNTY ROAD 168 FOR 2.4 MILES TO A CROSSROAD AT
 DG3470'THE CROSSROAD BAPTIST CHURCH.  TURN RIGHT AND GO WEST ON A
 DG3470'GRAVELED ROAD FOR 1.1 MILES TO A T-INTERSECTION.  TURN LEFT
 DG3470'AND GO SOUTHWEST FOR 1.35 MILES TO THE END OF GRAVELED ROAD.
 DG3470'CONTINUE SOUTHERLY ON PAVED ROAD FOR 1.15 MILES TO A SIDE
 DG3470'ROAD ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.6 MILE TO A
 DG3470'DIRT ROAD ON THE LEFT, AT THE BEGINNING OF A CURVE.  TURN LEFT
 DG3470'AND GO EASTERLY ON THE DIRT ROAD FOR 0.25 MILE TO A SIDE
 DG3470'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO A Y-FORK.
 DG3470'TAKE THE RIGHT FORK AND GO EAST FOR 0.15 MILE TO REFERENCE
 DG3470'MARK 4 ON THE LEFT.  CONTINUE EASTERLY FOR 0.5 MILE TO THE
 DG3470'STATION, ABOUT 75 FEET NORTH-NORTHWEST OF THE DIRT ROAD.
 DG3470'
 DG3470'THE STATION MARK, A STANDARD DISK STAMPED BEECHAM 1941, IS SET IN
 DG3470'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 DG3470'INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET SOUTHWEST OF
 DG3470'A METAL WITNESS POST AND ABOUT 26 FEET SOUTH-SOUTHWEST OF THE
 DG3470'HIGHEST POINT OF THE KNOLL.  THE UNDERGROUND MARK, AS STATED IN
 DG3470'THE 1941 DESCRIPTION, IS A STANDARD DISK.
 DG3470'
 DG3470'REFERENCE MARK 2, A STANDARD DISK STAMPED BEECHAM NO 2 1941, IS
 DG3470'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DG3470'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET
 DG3470'WEST-SOUTHWEST OF THE METAL WITNESS POST, 30 FEET EAST-SOUTHEAST
 DG3470'OF A 12-INCH HARDWOOD TREE AND ABOUT 4 FEET LOWER THAN THE
 DG3470'STATION.
 DG3470'
 DG3470'REFERENCE MARK 3, A STANDARD DISK STAMPED BEECHAM 1941 NO 3
 DG3470'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3470'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DG3470'1 FOOT WEST-NORTHWEST OF THE WITNESS POST.
 DG3470'
 DG3470'REFERENCE MARK 4, A STANDARD DISK STAMPED BEECHAM 1941 NO 4 1972,
 DG3470'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3470'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 DG3470'NORTH-NORTHEAST OF AND 4 FEET HIGHER THAN THE DIRT ROAD AND 1.8
 DG3470'FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 DG3470'
 DG3470'HEIGHT OF LIGHT ABOVE STATION MARK 59.58 FEET.
 DG3470'
 DG3470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3470'8 MILES NORTH-NORTHWEST OF TALLAPOOSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4220 ***********************************************************************
 CK4220  DESIGNATION -  BELCHER RESET
 CK4220  PID         -  CK4220
 CK4220  STATE/COUNTY-  GA/JENKINS
 CK4220  USGS QUAD   -  MILLEN (1978)
 CK4220
 CK4220                         *CURRENT SURVEY CONTROL
 CK4220  ___________________________________________________________________
 CK4220* NAD 83(1994)-  32 48 48.33039(N)    081 56 17.63400(W)     ADJUSTED  
 CK4220* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 CK4220  ___________________________________________________________________
 CK4220  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CK4220  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CK4220
 CK4220  HORZ ORDER  -  THIRD
 CK4220
 CK4220.The horizontal coordinates were established by classical geodetic methods
 CK4220.and adjusted by the National Geodetic Survey in September 1997..
 CK4220
 CK4220.The orthometric height was scaled from a topographic map.
 CK4220
 CK4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4220
 CK4220.The geoid height was determined by GEOID03.
 CK4220
 CK4220;                    North         East     Units Scale Factor Converg.
 CK4220;SPC GA E     -   311,934.881   221,390.688   MT  0.99990564   +0 07 25.6
 CK4220;SPC GA E     - 1,023,406.36    726,345.95   sFT  0.99990564   +0 07 25.6
 CK4220;UTM  17      - 3,630,993.264   412,168.670   MT  0.99969512   -0 30 30.5
 CK4220
 CK4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4220!SPC GA E     -   0.99999515  x   0.99990564  =   0.99990079
 CK4220!UTM  17      -   0.99999515  x   0.99969512  =   0.99969027
 CK4220
 CK4220|---------------------------------------------------------------------|
 CK4220| PID    Reference Object                     Distance      Geod. Az  |
 CK4220|                                                           dddmmss.s |
 CK4220| CK4498 BELCHER RM 2                         47.232 METERS 19516     |
 CK4220| CK4225 MILLEN MUN TANK                     APPROX. 1.2 KM 1960431.7 |
 CK4220| CK4228 EMMALANE                            APPROX. 8.1 KM 2212406.8 |
 CK4220| CK4499 BELCHER RM 3                         43.876 METERS 31113     |
 CK4220| CK4497 BELCHER RM 1                         43.876 METERS 31741     |
 CK4220|---------------------------------------------------------------------|
 CK4220
 CK4220                          SUPERSEDED SURVEY CONTROL
 CK4220
 CK4220  NAD 83(1986)-  32 48 48.33287(N)    081 56 17.62957(W) AD(       ) 3
 CK4220  NAD 27      -  32 48 47.74700(N)    081 56 18.21700(W) AD(       ) 3
 CK4220
 CK4220.Superseded values are not recommended for survey control.
 CK4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4220.See file dsdata.txt to determine how the superseded data were derived.
 CK4220
 CK4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1216930993(NAD 83)
 CK4220_MARKER: DS = TRIANGULATION STATION DISK
 CK4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4220
 CK4220  HISTORY     - Date     Condition        Report By
 CK4220  HISTORY     - 1935     MONUMENTED       CGS
 CK4220  HISTORY     - 1954     GOOD             CGS
 CK4220  HISTORY     - 1976     SEE DESCRIPTION  NGS
 CK4220  HISTORY     - 1979     GOOD             NGS
 CK4220
 CK4220                          STATION DESCRIPTION
 CK4220
 CK4220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4220'ABOUT 1/2 MILE NORTH OF JENKINS COUNTY COURTHOUSE AT MILLEN, ON
 CK4220'PROPERTY BELONGING TO MRS. EDNA BELCHER, ON MILLEN-PERKINS ROAD,
 CK4220'ABOUT 60 YARDS SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF BELCHERS
 CK4220'HOUSE, ABOUT 25 YARDS WEST-NORTHWEST OF 36-INCH OAK TREE, 71 FEET
 CK4220'EAST OF CENTER LINE OF HARVEY STREET AND 32 FEET SOUTH OF CENTER LINE
 CK4220'OF LANE LEADING TO BELCHERS HOME.  SURFACE AND UNDERGROUND MARKS
 CK4220'ARE STANDARD DISKS IN CONCRETE.  UPPER MARK
 CK4220'PROJECTS ABOUT 4 INCHES.  REFERENCE MARKS ARE STANDARD DISKS IN ROUND
 CK4220'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES, IS
 CK4220'ACROSS HARVEY STREET, 15 FEET WEST OF CENTER LINE OF STREET AND
 CK4220'143.95 FEET NORTHWEST OF STATION N 42 DEG 19 MIN W.  NO. 2
 CK4220'PROJECTS ABOUT 3 INCHES, IS ALONG HARVEY STREET, 31 FEET EAST OF
 CK4220'CENTER LINE OF STREET, 12 FEET NORTHEAST OF 6-INCH TREE AND 154.96
 CK4220'FEET SOUTHWEST OF STATION S 15 DEG 16 MIN W.  3C-12
 CK4220'(GA.GEOD.S.) (AZIMUTH MARK) SEE DESCRIPTION THEREOF) IS ABOUT 0.4
 CK4220'MILE WEST-SOUTHWEST OF STATION S 73 DEG 29 MIN W.
 CK4220
 CK4220                          STATION RECOVERY (1954)
 CK4220
 CK4220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4220'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT REFERENCE MARK 1
 CK4220'WHICH WAS FOUND UPROOTED AND WAS RESET AS REFERENCE MARK 3.
 CK4220'
 CK4220'BELCHER 1935, SO STAMPED, PROJECTING 4 IN., IS
 CK4220'0.65 MI. N OF THE COURTHOUSE AND WINTHROPE AVENUE IN MILLEN, ABOUT
 CK4220'50 YD. SW OF THE HIGHEST POINT OF A HILL AND THE HOME OF THE
 CK4220'LANDOWNER MRS. EDNA BELCHER, 70 FT. E OF THE CENTER OF HARVEY
 CK4220'STREET, AND 38 FT. S-SE OF THE CENTER OF THE ENTRANCE DRIVEWAY.
 CK4220'
 CK4220'BELCHER NO 2 1935, SO STAMPED, PROJECTING 4 IN., IS 154.96
 CK4220'FT. S 15 DEG 16 MIN W FROM THE STATION, 27.5 FT. E OF
 CK4220'THE CENTER OF HARVEY STREET, AND ABOUT 75 YD. S OF THE LOCAL ROAD
 CK4220'GRADE SUMMIT.
 CK4220'
 CK4220'BELCHER NO 3 1954, SO STAMPED, PROJECTING 8 IN., IS 143.95
 CK4220'FT. N 48 DEG 47 MIN W FROM THE STATION, 110 FT. N OF A
 CK4220'TRANSFORMER POWER POLE, AND 30 FT. W OF THE CENTER OF HARVEY STREET.
 CK4220'
 CK4220'GEORGIA GEODETIC SURVEY TRAVERSE STATION 3 C 12, SO STAMPED, FLUSH
 CK4220'WITH THE GROUND, SERVING AS THE AZIMUTH MARK, IS ABOUT 0.4 MI.
 CK4220'S 73 DEG 29 MIN W FROM THE STATION, 25 FT. N OF THE
 CK4220'CENTERLINE OF NORTH AVENUE, AND 5.9 FT. E OF THE E RAIL.
 CK4220
 CK4220                          STATION RECOVERY (1976)
 CK4220
 CK4220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CK4220'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 CK4220'CONDITION.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 CK4220'UNDERGROUND MARK.  THE SURFACE STATION MARK, REFERENCE MARKS 2 AND
 CK4220'3 WERE FOUND LEANING.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT
 CK4220'THIS TIME.  AZIMUTH MARK, STATION 3C 12 (GA. GEOD. S.) WAS NOT FOUND
 CK4220'AND HAS APPARENTLY BEEN DESTROYED.  A NEW AZIMUTH MARK WAS
 CK4220'ESTABLISHED AND A POLARIS OBSERVATION OBSERVED.  DUE TO CHANGES,
 CK4220'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4220'
 CK4220'STATION IS ABOUT 1/2 MILE NORTH OF THE JENKINS COUNTY COURT HOUSE
 CK4220'IN MILLEN, EAST OF THE INTERSECTION OF HARVEY STREET AND BELCHER
 CK4220'CIRCLE IN MILLEN AND ON PROPERTY OF MR. L. F. GRIMM, 900 NORTH
 CK4220'HARVEY, MILLEN GEORGIA 30442.  (912) 982 5609.
 CK4220'
 CK4220'TO REACH THE STATION FROM THE POST OFFICE IN MILLEN, GO EAST ON
 CK4220'WITHROPE AVENUE FOR 0.05 MILE TO HARVEY STREET.  TURN LEFT AND GO
 CK4220'NORTH ON HARVEY STREET FOR 0.7 MILE TO TOP OF HILL AND STATION ON
 CK4220'RIGHT.
 CK4220'
 CK4220'STATION MARK, A STANDARD DISK STAMPED BELCHER 1935 1976, IS SET IN
 CK4220'THE TOP OF A 15-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 CK4220'THE GROUND SURFACE.  IT IS 154 FEET SOUTHWEST OF THE SOUTHWEST
 CK4220'CORNER OF A 2 STORY HOUSE OCCUPIED BY MR. GRIMM, 72 FEET EAST OF
 CK4220'THE CENTER OF HARVEY STREET, 80 FEET SOUTHWEST OF A 35-INCH CEDAR
 CK4220'TREE, 55 FEET SOUTHEAST OF THE CENTER OF DRIVEWAY TO THE HOUSE,
 CK4220'17.8 FEET WEST OF A UTILITY BRACE POLE, 14.5 FEET NORTH OF THE
 CK4220'CENTER OF TRACK DRIVEWAY TO A HOUSE AND 11.5 FEET SOUTH OF
 CK4220'THE CENTER OF A PROJECTED LINE OF BELCHER CIRCLE WHICH LEADS TO
 CK4220'THE WEST.
 CK4220'
 CK4220'REFERENCE MARK 4, A STANDARD DISK STAMPED BELCHER 1935 NO 4 1976,
 CK4220'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CK4220'FLUSH.  IT IS 18 FEET WEST OF THE CENTER OF HARVEY STREET, 17 FEET
 CK4220'SOUTH OF THE CENTER OF BELCHER CIRCLE STREET, 2 FEET NORTH
 CK4220'OF POWER LINE POLE 5 AND 1.9 FEET SOUTH OF A METAL WITNESS POST.
 CK4220'
 CK4220'REFERENCE MARK 5, A STANDARD DISK STAMPED BELCHER 1935 NO 5 1976,
 CK4220'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CK4220'FLUSH.  IT IS 63.5 FEET NORTH OF A CENTER LINE PROJECTION OF
 CK4220'BELCHER CIRCLE, 33 FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 CK4220'24 FEET EAST OF THE CENTER OF HARVEY STREET AND 24 FEET
 CK4220'SOUTH-SOUTHWEST OF THE SOUTH ONE OF 3 8-INCH PINE TREE.
 CK4220'
 CK4220'AZIMUTH MARK A STANDARD DISK STAMPED BELCHER 1935 1976, IS SET IN
 CK4220'THE TOP OF A 12-INCH ROUND CONCRETE THAT IS FLUSH WITH GROUND.
 CK4220'IT IS 66.5 FEET NORTHEAST OF A FIRE HYDRANT, 63.5 FEET EAST OF THE
 CK4220'CENTER OF HARVEY STREET, 57 FEET WEST OF THE CENTER OF A LARGE
 CK4220'TREE ON THE NORTH SIDE OF GRIMM AVENUE AND 28.5 FEET NORTH OF THE
 CK4220'CENTER OF GRIMM AVENUE.
 CK4220'
 CK4220'NOTICE--STATION MARK CAN BE FOUND WITH METAL DETECTOR.
 CK4220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE NORTH
 CK4220'OF DOWNTOWN MILLEN.
 CK4220
 CK4220                          STATION RECOVERY (1979)
 CK4220
 CK4220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK4220'NO PREVIOUS DESCRIPTION AVAILABLE AT THIS TIME.  THE STATION MARK AND
 CK4220'REFERENCE MARK 4 ARE STAMPED 1976, AND BOTH ARE IN GOOD
 CK4220'CONDITION.  APPARENTLY THE ORIGINAL REFERENCE MARKS AND THE AZIMUTH
 CK4220'MARK HAVE BEEN REMOVED.
 CK4220'
 CK4220'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 21 AND HARVEY STREET
 CK4220'AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN MILLEN, GO
 CK4220'NORTH ON HARVEY STREET FOR 0.7 MILE TO TOP OF SLIGHT GRADE AND THE
 CK4220'STATION ON THE RIGHT, AND A ROAD LEFT.
 CK4220'
 CK4220'STATION MARK, A STANDARD DISK STAMPED---BELCHER 1935 1976---IS SET
 CK4220'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 73 FEET
 CK4220'EAST OF THE ROAD CENTER, 17.5 FEET WEST OF A UTILITY POLE, 14 FEET
 CK4220'NORTH OF A DRIVEWAY CENTER, 13 FEET SOUTH OF THE EXTENDED CENTER OF
 CK4220'A STREET LEADING WEST, AND 3.5 FEET NORTH-NORTHEAST OF A 8-INCH PINE
 CK4220'TREE, IN A LAWN.
 CK4220'
 CK4220'REFERENCE MARK 4, A STANDARD DISK STAMPED---BELCHER 1935 NO 4
 CK4220'1976---IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CK4220'GROUND.  IT IS 18.5 FEET WEST OF THE ROAD CENTER, 17.5 FEET SOUTH OF
 CK4220'THE STREET CENTER, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND 1.5
 CK4220'FEET NORTH OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2595 ***********************************************************************
 DG2595  DESIGNATION -  BELDEN
 DG2595  PID         -  DG2595
 DG2595  STATE/COUNTY-  GA/HENRY
 DG2595  USGS QUAD   -  STOCKBRIDGE (1982)
 DG2595
 DG2595                         *CURRENT SURVEY CONTROL
 DG2595  ___________________________________________________________________
 DG2595* NAD 83(1994)-  33 30 53.86801(N)    084 13 10.47784(W)     ADJUSTED  
 DG2595* NAVD 88     -       277.2    (meters)     909.     (feet)  VERTCON   
 DG2595  ___________________________________________________________________
 DG2595  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DG2595  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG2595
 DG2595  HORZ ORDER  -  FIRST
 DG2595
 DG2595.The horizontal coordinates were established by classical geodetic methods
 DG2595.and adjusted by the National Geodetic Survey in September 1997..
 DG2595
 DG2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2595
 DG2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2595
 DG2595.The geoid height was determined by GEOID03.
 DG2595
 DG2595;                    North         East     Units Scale Factor Converg.
 DG2595;SPC GA W     -   389,711.018   695,084.758   MT  0.99990030   -0 01 45.2
 DG2595;SPC GA W     - 1,278,576.90  2,280,457.24   sFT  0.99990030   -0 01 45.2
 DG2595;UTM  16      - 3,711,839.780   758,256.037   MT  1.00042235   +1 32 09.9
 DG2595
 DG2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2595!SPC GA W     -   0.99996105  x   0.99990030  =   0.99986135
 DG2595!UTM  16      -   0.99996105  x   1.00042235  =   1.00038338
 DG2595
 DG2595|---------------------------------------------------------------------|
 DG2595| PID    Reference Object                     Distance      Geod. Az  |
 DG2595|                                                           dddmmss.s |
 DG2595| DG2596 STOCKBRIDGE COUNTY TANK              29.022 METERS 00018     |
 DG2595| CZ2823 BELDEN RM 3                                        2274621.6 |
 DG2595| CZ2822 BELDEN RM 2                          23.143 METERS 28838     |
 DG2595| DG2641 STOCKBRIDGE TRANSCON MICROWAVE      APPROX. 6.9 KM 3312457.8 |
 DG2595| DG2599 STOCKBRIDGE MUN TANK                APPROX. 3.3 KM 3414813.9 |
 DG2595| CZ2821 BELDEN RM 1                          25.445 METERS 35250     |
 DG2595|---------------------------------------------------------------------|
 DG2595
 DG2595                          SUPERSEDED SURVEY CONTROL
 DG2595
 DG2595  NAD 83(1994)-  33 30 53.87459(N)    084 13 10.47735(W) AD(       ) 1
 DG2595  NAD 83(1986)-  33 30 53.87458(N)    084 13 10.47733(W) AD(       ) 1
 DG2595  NAD 27      -  33 30 53.46900(N)    084 13 10.76667(W) AD(       ) 1
 DG2595  NGVD 29 (07/19/86)  277.2    (m)          909.     (f) VERT ANG       
 DG2595
 DG2595.Superseded values are not recommended for survey control.
 DG2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2595.See file dsdata.txt to determine how the superseded data were derived.
 DG2595
 DG2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5825611840(NAD 83)
 DG2595_MARKER: DS = TRIANGULATION STATION DISK
 DG2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2595
 DG2595  HISTORY     - Date     Condition        Report By
 DG2595  HISTORY     - 1974     MONUMENTED       NGS
 DG2595
 DG2595                          STATION DESCRIPTION
 DG2595
 DG2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 DG2595'THE STATION IS LOCATED 6.5 MILES NORTHWEST OF MC DONOUGH, 2.25
 DG2595'MILES SOUTH-SOUTHEAST OF STOCKBRIDGE, 1 MILE NORTHEAST OF THE
 DG2595'HUDSON BRIDGE EXIT OF INTERSTATE HIGHWAY 75, IN A FENCED ENCLOSURE
 DG2595'WITH A WATER TANK BELONGING TO THE HENRY COUNTY WATER AUTHORITY.
 DG2595'
 DG2595'TO REACH THE STATION FROM THE HUDSON BRIDGE EXIT OF INTERSTATE
 DG2595'HIGHWAY 75, ABOUT 2.5 MILES SOUTH OF STOCKBRIDGE, (REFERENCE MARK
 DG2595'3 IS LOCATED AT THE NORTHWEST CORNER OF THIS BRIDGE), GO NORTHEAST
 DG2595'ON HUDSON BRIDGE ROAD FOR 0.8 MILE TO A DIRT CROSSROAD.  TURN LEFT
 DG2595'AND GO NORTH ON TUNIS ROAD FOR 0.1 MILE TO A T-INTERSECTION.
 DG2595'TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 0.2 MILE TO A ROAD
 DG2595'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 DG2595'ENCLOSURE AND THE STATION.
 DG2595'
 DG2595'STATION MARKS ARE STANDARD DISKS STAMPED BELDEN 1974.  THE SURFACE
 DG2595'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG2595'THAT IS FLUSH WITH THE GROUND.  IT IS 79.4 FEET SOUTH-SOUTHEAST
 DG2595'OF THE TANK RISER, 29.2 FEET EAST-SOUTHEAST OF A METER POLE, 28
 DG2595'FEET NORTH OF THE FENCE AND 14.5 FEET WEST OF A METAL WITNESS
 DG2595'POST IN THE FENCE LINE.  THE UNDERGROUND DISK IS SET IN THE TOP
 DG2595'OF AN IRREGULAR CONCRETE MASS 36 INCHES BELOW GROUND.
 DG2595'
 DG2595'REFERENCE MARK 1, A STANDARD DISK STAMPED BELDEN NO 1 1974, IS
 DG2595'CEMENTED IN A DRILL HOLE IN THE TANK BASE.  IT IS 19.5 FEET
 DG2595'NORTHWEST OF A FIRE HYDRANT AND 0.5 FOOT SOUTHEAST OF A DOOR IN
 DG2595'THE RISER.
 DG2595'
 DG2595'REFERENCE MARK 2, A STANDARD DISK STAMPED BELDEN NO 2 1974, IS
 DG2595'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG2595'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 30.8 FEET NORTH OF THE
 DG2595'WEST GATE POST, 3.4 FEET SOUTH OF A METAL WITNESS POST AND 0.5
 DG2595'FOOT EAST OF THE FENCE.
 DG2595'
 DG2595'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BELDEN NO 3 1974, IS
 DG2595'CEMENTED IN A DRILL HOLE IN THE NORTHWEST WINGWALL, 18 FEET
 DG2595'NORTHWEST OF THE ROAD CENTER, 1.5 FEET NORTHEAST OF A METAL WITNESS
 DG2595'POST, AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL.
 DG2595'
 DG2595'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1764 ***********************************************************************
 BR1764  DESIGNATION -  BELFA
 BR1764  PID         -  BR1764
 BR1764  STATE/COUNTY-  GA/BRYAN
 BR1764  USGS QUAD   -  LIMERICK SE (1988)
 BR1764
 BR1764                         *CURRENT SURVEY CONTROL
 BR1764  ___________________________________________________________________
 BR1764* NAD 83(1994)-  31 50 40.03786(N)    081 18 06.28341(W)     ADJUSTED  
 BR1764* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 BR1764  ___________________________________________________________________
 BR1764  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BR1764  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 BR1764
 BR1764  HORZ ORDER  -  FIRST
 BR1764
 BR1764.The horizontal coordinates were established by classical geodetic methods
 BR1764.and adjusted by the National Geodetic Survey in September 1997..
 BR1764
 BR1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1764
 BR1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1764
 BR1764.The geoid height was determined by GEOID03.
 BR1764
 BR1764;                    North         East     Units Scale Factor Converg.
 BR1764;SPC GA E     -   204,796.917   281,860.004   MT  0.99998262   +0 27 22.9
 BR1764;SPC GA E     -   671,904.55    924,735.70   sFT  0.99998262   +0 27 22.9
 BR1764;UTM  17      - 3,523,234.576   471,450.465   MT  0.99961005   -0 09 33.1
 BR1764
 BR1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1764!SPC GA E     -   1.00000394  x   0.99998262  =   0.99998656
 BR1764!UTM  17      -   1.00000394  x   0.99961005  =   0.99961399
 BR1764
 BR1764:                Primary Azimuth Mark                     Grid Az
 BR1764:SPC GA E     -  BELFA AZ MK                              000 26 49.1
 BR1764:UTM  17      -  BELFA AZ MK                              001 03 45.1
 BR1764
 BR1764|---------------------------------------------------------------------|
 BR1764| PID    Reference Object                     Distance      Geod. Az  |
 BR1764|                                                           dddmmss.s |
 BR1764| BR1765 BELFA AZ MK                         APPROX. 0.5 KM 0005412.0 |
 BR1764| BR1766 BELFA RM 1                           30.063 METERS 00815     |
 BR1764| BR1767 BELFA RM 2                           30.036 METERS 17820     |
 BR1764| BR1768 BELFA RM 3                           25.323 METERS 27500     |
 BR1764|---------------------------------------------------------------------|
 BR1764
 BR1764                          SUPERSEDED SURVEY CONTROL
 BR1764
 BR1764  NAD 83(1986)-  31 50 40.05222(N)    081 18 06.29684(W) AD(       ) 1
 BR1764  NGVD 29 (10/08/91)    6.0    (m)           20.     (f) VERT ANG       
 BR1764
 BR1764.Superseded values are not recommended for survey control.
 BR1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1764.See file dsdata.txt to determine how the superseded data were derived.
 BR1764
 BR1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7145023235(NAD 83)
 BR1764_MARKER: DD = SURVEY DISK
 BR1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1764+STABILITY: SURFACE MOTION
 BR1764
 BR1764  HISTORY     - Date     Condition        Report By
 BR1764  HISTORY     - 1983     MONUMENTED       GADT
 BR1764
 BR1764                          STATION DESCRIPTION
 BR1764
 BR1764'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1764'THE STATION IS LOCATED APPROXIMATELY 11.6 KM (7.2 MI) SOUTH FROM
 BR1764'RICHMOND HILL, 12.8 KM (8 MI) EAST-NORTHEAST FROM MIDWAY, AND
 BR1764'8.9 KM (5.5 MI) NORTH-NORTHWEST FROM SUNBURY.
 BR1764'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 BR1764'
 BR1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1764'STATE ROUTE 144 IN RICHMOND HILL, GO SOUTHEAST ALONG STATE ROUTE
 BR1764'144 FOR 8.35 KM (5.2 MI) TO THE JUNCTION OF STATE ROUTE 144 SPUR
 BR1764'TO THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 144
 BR1764'FOR 0.95 KM (0.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91843
 BR1764'TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91843 FOR
 BR1764'5.45 KM (3.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 BR1764'SOUTH ALONG COUNTY ROAD 91843 FOR 0.45 KM (0.3 MI) TO THE STATION
 BR1764'ON THE LEFT.
 BR1764'
 BR1764'THE STATION IS A STANDARD GADT DISK
 BR1764'STAMPED---BELFA 1983---,
 BR1764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1764'FLUSH WITH GROUND.  IT IS LOCATED
 BR1764'12.13 METERS (39.8 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1764'44.35 METERS (145.5 FT) NORTHEAST FROM A POWER POLE ON THE WEST
 BR1764'SIDE OF THE ROAD,
 BR1764'7.8 METERS (25.6 FT) NORTHWEST FROM A RIGHT OF WAY MARKER,
 BR1764'3.96 METERS (13 FT) NORTH FROM A 14 INCH PINE TREE, AND
 BR1764'1.83 METERS (6 FT) SOUTH FROM A METAL WITNESS POST.
 BR1764'
 BR1764'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1764'STAMPED---BELFA RM 1 1983---,
 BR1764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1764'FLUSH WITH GROUND.  IT IS LOCATED
 BR1764'14.6 METERS (47.9 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1764'9.72 METERS (31.9 FT) NORTH-NORTHWEST FROM A 15 INCH PINE TREE,
 BR1764'8.11 METERS (26.6 FT) SOUTH-SOUTHWEST FROM AN 18 INCH PINE TREE,
 BR1764'AND
 BR1764'1.86 METERS (6.1 FT) WEST FROM A METAL WITNESS POST.
 BR1764'MARK IS LEVEL WITH STATION.
 BR1764'
 BR1764'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 BR1764'STAMPED---BELFA RM 2 1983---,
 BR1764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1764'FLUSH WITH GROUND.  IT IS LOCATED
 BR1764'15.06 METERS (49.4 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1764'28.38 METERS (93.1 FT) EAST FROM A POWER POLE ON THE WEST SIDE OF
 BR1764'THE HIGHWAY,
 BR1764'5.97 METERS (19.6 FT) SOUTH-SOUTHWEST FROM A 15 INCH PINE TREE,
 BR1764'AND
 BR1764'1.4 METERS (4.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR1764'MARK IS LEVEL WITH STATION.
 BR1764'
 BR1764'REFERENCE MARK NUMBER 3 IS A STANDARD GADT DISK
 BR1764'STAMPED---BELFA RM 3 1983---,
 BR1764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1764'FLUSH WITH GROUND.  IT IS LOCATED
 BR1764'13.35 METERS (43.8 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1764'29.75 METERS (97.6 FT) WEST-NORTHWEST FROM THE RIGHT OF WAY
 BR1764'MARKER ON THE EAST SIDE OF THE HIGHWAY,
 BR1764'37.06 METERS (121.6 FT) NORTH FROM THE POWER POLE, AND
 BR1764'1.83 METERS (6 FT) EAST FROM A METAL WITNESS POST.
 BR1764'MARK IS LEVEL WITH STATION.
 BR1764'
 BR1764'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1764'STAMPED---BELFA AZ MK 1983---,
 BR1764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1764'FLUSH WITH GROUND.  IT IS LOCATED
 BR1764'13.17 METERS (43.2 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1764'5.85 METERS (19.2 FT) NORTHWEST FROM THE NORTH END OF A 15 INCH
 BR1764'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST,
 BR1764'7.31 METERS (24 FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY,
 BR1764'0.91 METER (3 FT) SOUTH FROM A POWER POLE, AND
 BR1764'0.61 METER (2 FT) NORTH FROM A METAL WITNESS POST.
 BR1764'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1764'STAMPED---BELFA AZ MK 1983---,
 BR1764'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 BR1764'
 BR1764'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.7 METERS.
 BR1764'
 BR1764'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1764'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1764'
 BR1764'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1765 ***********************************************************************
 BR1765  DESIGNATION -  BELFA AZ MK
 BR1765  PID         -  BR1765
 BR1765  STATE/COUNTY-  GA/BRYAN
 BR1765  USGS QUAD   -  LIMERICK SE (1988)
 BR1765
 BR1765                         *CURRENT SURVEY CONTROL
 BR1765  ___________________________________________________________________
 BR1765* NAD 83(1994)-  31 50 56.33469(N)    081 18 05.98237(W)     ADJUSTED  
 BR1765* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1765  ___________________________________________________________________
 BR1765  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BR1765  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 BR1765
 BR1765  HORZ ORDER  -  SECOND
 BR1765
 BR1765.The horizontal coordinates were established by classical geodetic methods
 BR1765.and adjusted by the National Geodetic Survey in September 1997..
 BR1765
 BR1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1765
 BR1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1765
 BR1765.The geoid height was determined by GEOID03.
 BR1765
 BR1765;                    North         East     Units Scale Factor Converg.
 BR1765;SPC GA E     -   205,298.917   281,863.920   MT  0.99998263   +0 27 23.3
 BR1765;SPC GA E     -   673,551.53    924,748.54   sFT  0.99998263   +0 27 23.3
 BR1765;UTM  17      - 3,523,736.317   471,459.771   MT  0.99961005   -0 09 33.1
 BR1765
 BR1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1765!SPC GA E     -   1.00000413  x   0.99998263  =   0.99998676
 BR1765!UTM  17      -   1.00000413  x   0.99961005  =   0.99961418
 BR1765
 BR1765                          SUPERSEDED SURVEY CONTROL
 BR1765
 BR1765  NAD 83(1986)-  31 50 56.34906(N)    081 18 05.99579(W) AD(       ) 2
 BR1765  NGVD 29 (10/08/91)    5.     (m)           16.     (f) VERT ANG       
 BR1765
 BR1765.Superseded values are not recommended for survey control.
 BR1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1765.See file dsdata.txt to determine how the superseded data were derived.
 BR1765
 BR1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7146023736(NAD 83)
 BR1765_MARKER: DD = SURVEY DISK
 BR1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1765+STABILITY: SURFACE MOTION
 BR1765
 BR1765  HISTORY     - Date     Condition        Report By
 BR1765  HISTORY     - 1983     MONUMENTED       GADT
 BR1765
 BR1765                          STATION DESCRIPTION
 BR1765
 BR1765'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1765'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) SOUTH FROM RICHMOND
 BR1765'HILL, 12.8 KM (8 MI) EAST-NORTHEAST FROM MIDWAY, AND 9.3 KM (5.8
 BR1765'MI) NORTH-NORTHWEST FROM SUNBURY,.
 BR1765'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 BR1765'
 BR1765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1765'SATE ROUTE 144 IN RICHMOND HILL, GO SOUTHEAST ALONG STATE ROUTE
 BR1765'144 FOR 8.35 KM (5.2 MI) TO THE JUNCTION OF STATE ROUTE 144 SPUR
 BR1765'TO THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 144 FOR 0.95
 BR1765'KM (0.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91843 TO THE
 BR1765'RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91843 FOR 5.45 KM
 BR1765'(3.4 MI) TO THE STATION ON THE RIGHT.
 BR1765'
 BR1765'THE STATION IS A STANDARD GADT DISK
 BR1765'STAMPED---BELFA AZ MK 1983---,
 BR1765'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1765'FLUSH WITH GROUND.  IT IS LOCATED
 BR1765'13.17 METERS (43.2 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1765'5.85 METERS (19.2 FT) NORTHWEST FROM THE NORTH END OF A 15 INCH
 BR1765'CONCRETE SIDE DRAIN PIPE UNDER A DIRT DRIVEWAY TO THE WEST,
 BR1765'7.31 METERS (24 FT) NORTH FROM THE CENTERLINE OF THE DIRT
 BR1765'DRIVEWAY,
 BR1765'0.91 METER (3 FT) SOUTH FROM A POWER POLE, AND
 BR1765'0.61 METER (2 FT) NORTH FROM A METAL WITNESS POST.
 BR1765'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1765'STAMPED---BELFA AZ MK 1983---,
 BR1765'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR1765'
 BR1765'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1765'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1765'CUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1765'
 BR1765'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1241 ***********************************************************************
 BR1241  DESIGNATION -  BELFAST
 BR1241  PID         -  BR1241
 BR1241  STATE/COUNTY-  GA/BRYAN
 BR1241  USGS QUAD   -  LIMERICK SE (1988)
 BR1241
 BR1241                         *CURRENT SURVEY CONTROL
 BR1241  ___________________________________________________________________
 BR1241* NAD 83(1994)-  31 52 15.40117(N)    081 21 40.98111(W)     ADJUSTED  
 BR1241* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 BR1241  ___________________________________________________________________
 BR1241  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BR1241  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 BR1241
 BR1241  HORZ ORDER  -  FIRST
 BR1241
 BR1241.The horizontal coordinates were established by classical geodetic methods
 BR1241.and adjusted by the National Geodetic Survey in September 1997..
 BR1241
 BR1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1241
 BR1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1241
 BR1241.The geoid height was determined by GEOID03.
 BR1241
 BR1241;                    North         East     Units Scale Factor Converg.
 BR1241;SPC GA E     -   207,690.647   276,193.612   MT  0.99997158   +0 25 30.8
 BR1241;SPC GA E     -   681,398.40    906,145.21   sFT  0.99997158   +0 25 30.8
 BR1241;UTM  17      - 3,526,187.960   465,817.557   MT  0.99961441   -0 11 26.9
 BR1241
 BR1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1241!SPC GA E     -   1.00000416  x   0.99997158  =   0.99997574
 BR1241!UTM  17      -   1.00000416  x   0.99961441  =   0.99961856
 BR1241
 BR1241:                Primary Azimuth Mark                     Grid Az
 BR1241:SPC GA E     -  MARSHALL                                 035 44 55.4
 BR1241:UTM  17      -  MARSHALL                                 036 21 53.1
 BR1241
 BR1241|---------------------------------------------------------------------|
 BR1241| PID    Reference Object                     Distance      Geod. Az  |
 BR1241|                                                           dddmmss.s |
 BR1241| BR1234 MARSHALL                            APPROX. 3.8 KM 0361026.2 |
 BR1241| CW4612 BELFAST RM                           14.990 METERS 32419     |
 BR1241|---------------------------------------------------------------------|
 BR1241
 BR1241                          SUPERSEDED SURVEY CONTROL
 BR1241
 BR1241  NAD 83(1986)-  31 52 15.41368(N)    081 21 40.98914(W) AD(       ) 1
 BR1241  NAD 27      -  31 52 14.65200(N)    081 21 41.59200(W) AD(       ) 1
 BR1241  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 BR1241
 BR1241.Superseded values are not recommended for survey control.
 BR1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1241.See file dsdata.txt to determine how the superseded data were derived.
 BR1241
 BR1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6581826188(NAD 83)
 BR1241_MARKER: DS = TRIANGULATION STATION DISK
 BR1241_SETTING: 0 = UNSPECIFIED SETTING
 BR1241
 BR1241  HISTORY     - Date     Condition        Report By
 BR1241  HISTORY     - 1918     MONUMENTED       CGS
 BR1241
 BR1241                          STATION DESCRIPTION
 BR1241
 BR1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 BR1241'ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY, 3/4 MILE
 BR1241'S OF BELFAST, 280 METERS (919 FEET) S OF MILEPOST 117, 350
 BR1241'METERS (1148 FEET) N OF BELFAST SIGN BOARD, 2.82 METERS
 BR1241'(9.3 FEET) E OF THE E RAIL OF MAIN TRACK.
 BR1241'
 BR1241'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 BR1241'CONCRETE.
 BR1241'
 BR1241'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 9.87
 BR1241'METERS (32.4 FEET) W OF THE W RAIL, NEAR THE RIGHT-OF-WAY
 BR1241'FENCE, AND 14.99 METERS (49.2 FEET) FROM STATION IN GRID
 BR1241'AZIMUTH 143 DEG 54 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1242 ***********************************************************************
 BR1242  DESIGNATION -  BELFAST
 BR1242  PID         -  BR1242
 BR1242  STATE/COUNTY-  GA/BRYAN
 BR1242  USGS QUAD   -  LIMERICK SE (1988)
 BR1242
 BR1242                         *CURRENT SURVEY CONTROL
 BR1242  ___________________________________________________________________
 BR1242* NAD 83(1994)-  31 49 23.54437(N)    081 18 00.56119(W)     ADJUSTED  
 BR1242* NAVD 88     -         3.51   (+/-2cm)      11.5    (feet)  VERTCON   
 BR1242  ___________________________________________________________________
 BR1242  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BR1242  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 BR1242
 BR1242  HORZ ORDER  -  THIRD
 BR1242  VERT ORDER  -  THIRD (See Below)
 BR1242
 BR1242.The horizontal coordinates were established by classical geodetic methods
 BR1242.and adjusted by the National Geodetic Survey in September 1997..
 BR1242
 BR1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1242.The vertical order pertains to the NGVD 29 superseded value.
 BR1242
 BR1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1242
 BR1242.The geoid height was determined by GEOID03.
 BR1242
 BR1242;                    North         East     Units Scale Factor Converg.
 BR1242;SPC GA E     -   202,442.149   282,029.242   MT  0.99998296   +0 27 25.0
 BR1242;SPC GA E     -   664,178.95    925,290.94   sFT  0.99998296   +0 27 25.0
 BR1242;UTM  17      - 3,520,879.004   471,594.349   MT  0.99960995   -0 09 29.8
 BR1242
 BR1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1242!SPC GA E     -   1.00000429  x   0.99998296  =   0.99998725
 BR1242!UTM  17      -   1.00000429  x   0.99960995  =   0.99961424
 BR1242
 BR1242|---------------------------------------------------------------------|
 BR1242| PID    Reference Object                     Distance      Geod. Az  |
 BR1242|                                                           dddmmss.s |
 BR1242| BR1891 BELFAST RM 1                         32.195 METERS 06947     |
 BR1242| BR1246 BAY                                 APPROX. 4.1 KM 1315055.6 |
 BR1242| BR1073 AVIATION BEACON 9                   APPROX. 9.3 KM 1323510.2 |
 BR1242| BR0557 BELFAST RM 2                         52.417 METERS 35412     |
 BR1242|---------------------------------------------------------------------|
 BR1242
 BR1242                          SUPERSEDED SURVEY CONTROL
 BR1242
 BR1242  NAD 83(1986)-  31 49 23.55896(N)    081 18 00.57688(W) AD(       ) 3
 BR1242  NAD 27      -  31 49 22.78300(N)    081 18 01.18700(W) AD(       ) 3
 BR1242  NGVD 29 (10/08/91)    3.80   (m)           12.5    (f) LEVELING    3  
 BR1242
 BR1242.Superseded values are not recommended for survey control.
 BR1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1242.See file dsdata.txt to determine how the superseded data were derived.
 BR1242
 BR1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7159420879(NAD 83)
 BR1242_MARKER: DS = TRIANGULATION STATION DISK
 BR1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BR1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1242+STABILITY: SURFACE MOTION
 BR1242
 BR1242  HISTORY     - Date     Condition        Report By
 BR1242  HISTORY     - 1933     MONUMENTED       CGS
 BR1242  HISTORY     - 1934     GOOD             CGS
 BR1242  HISTORY     - 1953     SEE DESCRIPTION  CGS
 BR1242  HISTORY     - 1983     SEE DESCRIPTION  GADT
 BR1242
 BR1242                          STATION DESCRIPTION
 BR1242
 BR1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1242'AT THE SETTLEMENT OF BELFAST ON THE N BANK OF THE BELFAST RIVER,
 BR1242'ON PROPERTY OWNED BY THE FORD FARMS.  THE STATION IS 0.15 MI. W
 BR1242'OF ROW OF SEVERAL HOUSES WHICH OVERLOOK THE BLUFF AND ARE JUST
 BR1242'W OF A SLOUGH AND OLD BRIDGE.  THE STATION IS 300 FT W OF SMALL
 BR1242'WOODEN BRIDGE, AND ABOUT 200 FT E OF WHERE THE BELFAST ROAD
 BR1242'COMING S FIRST APPROACHES THE BLUFF AND TURNS E.  MARK IS FLUSH
 BR1242'WITH SURFACE, 59 FT N OF THE 15 FT BLUFF BANK, 51 FT W OF
 BR1242'PROMINENT DEAD TREE STUMP WHICH IS ABOUT 50 FT TALL AND 3 FT
 BR1242'THICK AT BASE.  STATION IS 29.5 FT N OF CENTER LINE OF ROAD, AND
 BR1242'27.2 FT E OF S OF SW FENCE CORNER OF A PASTURE.
 BR1242'
 BR1242'R.M. 1 (2 IN ABOVE) IS 200 FT W OF SMALL BRIDGE, 84 FT N OF BLUFF,
 BR1242'55 FT NE OF PROMINENT DEAD TREE, 24 FT N OF CENTERLINE OF ROAD, 1.6
 BR1242'FT S OF FENCE LINE.
 BR1242'
 BR1242'R.M. 2 (2 IN ABOVE) IS IN THE NW CORNER OF THE PASTURE, 231 FT
 BR1242'N OF BLUFF, 33 3 FT E OF 3 FT LIVE OAK, 11.7 FT E OF FENCE
 BR1242'CORNER AT GATE AND 2.2 FT S OF FENCE LINE.
 BR1242'
 BR1242'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BR1242
 BR1242                          STATION RECOVERY (1934)
 BR1242
 BR1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1242'DESCRIPTION OF STATION SATISFACTORY.  ALL MARKS IN GOOD CONDITION.
 BR1242
 BR1242                          STATION RECOVERY (1953)
 BR1242
 BR1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCC)
 BR1242'STATION MARK WAS FOUND LYING ON THE TOP OF THE GROUND.  UNDERGROUND
 BR1242'MARK WAS FOUND IN A HOLE WHICH LOOKED AS IF THE SURFACE MARK
 BR1242'HAD BEEN DELIBERATELY DUG OUT.  SURFACE MARK WAS RESET BY THIS
 BR1242'UNIT AND STAMPED RESET 1953.  IT WAS RESET 5.3 FT. E OF THE
 BR1242'UNDERGROUND MARK AND FLUSH WITH THE GROUND.
 BR1242'
 BR1242'THE PRESENT DESCRIPTIONS OF REFERENCE MARK 1 ARE ADEQUATE EXCEPT
 BR1242'THAT IT IS 40 FT. N OF THE CENTERLINE OF THE ROAD.
 BR1242'
 BR1242'THE PRESENT DESCRIPTIONS OF REFERENCE MARK 2 ARE ADEQUATE.
 BR1242
 BR1242                          STATION RECOVERY (1983)
 BR1242
 BR1242'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1242'THE STATION UNDERGROUND MARK AND REFERENCE MARK 1 WERE FOUND IN
 BR1242'GOOD CONDITION.  THE SURFACE MARK WAS FOUND RESET AS INDICATED IN
 BR1242'THE 1953 RECOVERY BY JCC (SEE DESCRIPTION FOR BELFAST 1953).  NO
 BR1242'EXPLAINATION OR REASON COULD BE FOUND FOR MOVING THE SURFACE MARK
 BR1242'ECCENTRIC TO THE UNDERGROUND MARK NOR COULD ANY OBSERVATIONS BE
 BR1242'FOUND SINCE 1933.  THERE HAVE BEEN ROAD CHANGES AND BUILDING IN
 BR1242'THE AREA WHICH RENDER THE ORIGINAL DESCRIPTION WORTHLESS.
 BR1242'BELFAST 1953 WAS OCCUPIED AT THIS TIME AS A NEW NUMBER 2 STATION,
 BR1242'A TRAVERSE TIE WAS MADE TO THE STATION AND A TIDAL BENCH MARK,
 BR1242'AN AZIMUTH MARK WAS ESTABLISHED.  THIS STATION WAS NOT OCCUPIED.
 BR1242'THE STATION CAN BE LOCATED BY THE NEW DESCRIPTION FOR STATION
 BR1242'BELFAST 1953.
 BR1242'
 BR1242'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0559 ***********************************************************************
 BR0559  DESIGNATION -  BELFAST 2
 BR0559  PID         -  BR0559
 BR0559  STATE/COUNTY-  GA/BRYAN
 BR0559  USGS QUAD   -  LIMERICK SE (1988)
 BR0559
 BR0559                         *CURRENT SURVEY CONTROL
 BR0559  ___________________________________________________________________
 BR0559* NAD 83(1994)-  31 49 23.54747(N)    081 18 00.49860(W)     ADJUSTED  
 BR0559* NAVD 88     -         4.255  (meters)      13.96   (feet)  ADJUSTED  
 BR0559  ___________________________________________________________________
 BR0559  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BR0559  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 BR0559  DYNAMIC HT  -           4.250 (meters)      13.94  (feet)  COMP
 BR0559  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BR0559
 BR0559  HORZ ORDER  -  SECOND
 BR0559  VERT ORDER  -  SECOND    CLASS 0
 BR0559
 BR0559.The horizontal coordinates were established by classical geodetic methods
 BR0559.and adjusted by the National Geodetic Survey in September 1997..
 BR0559
 BR0559.The orthometric height was determined by differential leveling
 BR0559.and adjusted by the National Geodetic Survey in June 1991..
 BR0559
 BR0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0559
 BR0559.The geoid height was determined by GEOID03.
 BR0559
 BR0559.The dynamic height is computed by dividing the NAVD 88
 BR0559.geopotential number by the normal gravity value computed on the
 BR0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0559.degrees latitude (g = 980.6199 gals.).
 BR0559
 BR0559.The modeled gravity was interpolated from observed gravity values.
 BR0559
 BR0559;                    North         East     Units Scale Factor Converg.
 BR0559;SPC GA E     -   202,442.258   282,030.887   MT  0.99998296   +0 27 25.0
 BR0559;SPC GA E     -   664,179.31    925,296.34   sFT  0.99998296   +0 27 25.0
 BR0559;UTM  17      - 3,520,879.095   471,595.994   MT  0.99960995   -0 09 29.8
 BR0559
 BR0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0559!SPC GA E     -   1.00000417  x   0.99998296  =   0.99998713
 BR0559!UTM  17      -   1.00000417  x   0.99960995  =   0.99961412
 BR0559
 BR0559|---------------------------------------------------------------------|
 BR0559| PID    Reference Object                     Distance      Geod. Az  |
 BR0559|                                                           dddmmss.s |
 BR0559| BR1891 BELFAST RM 1                         30.621 METERS 06853     |
 BR0559| BR1817 E 290                                33.375 METERS 10434     |
 BR0559| BR1769 BELFAST AZ MK                       403.410 METERS 2375334.5 |
 BR0559| BR1242 BELFAST                               1.649 METERS 26641     |
 BR0559|---------------------------------------------------------------------|
 BR0559
 BR0559                          SUPERSEDED SURVEY CONTROL
 BR0559
 BR0559  NAD 83(1986)-  31 49 23.56207(N)    081 18 00.51428(W) AD(       ) 2
 BR0559  NGVD 29 (??/??/92)    4.538  (m)           14.89   (f) ADJ UNCH    2 0
 BR0559
 BR0559.Superseded values are not recommended for survey control.
 BR0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0559.See file dsdata.txt to determine how the superseded data were derived.
 BR0559
 BR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7159620879(NAD 83)
 BR0559_MARKER: DS = TRIANGULATION STATION DISK
 BR0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0559_STAMPING: BELFAST 1933 RESET 1953 BM 2 1934
 BR0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0559+STABILITY: SURFACE MOTION
 BR0559
 BR0559  HISTORY     - Date     Condition        Report By
 BR0559  HISTORY     - 1953     MONUMENTED       CGS
 BR0559  HISTORY     - 1962     GOOD             NGS
 BR0559  HISTORY     - 1983     GOOD             GADT
 BR0559
 BR0559                          STATION DESCRIPTION
 BR0559
 BR0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BR0559'3.6 MI WSW FROM KELLER.
 BR0559'3.55 MILES WEST AND SOUTHWEST ON BLACKTOPPED AND SAND ROAD FROM
 BR0559'THE FIRE TOWER IN KELLER TO BELFAST OR 7.6 MILES SOUTH AND SOUTHWEST
 BR0559'ON STATE HIGHWAY 63 FROM THE CROSSING OF THE SEABOARD AIR LINE
 BR0559'RAILROAD IN RICHMOND HILL TO KELLER, THENCE 3.55 MILES WEST AND
 BR0559'SOUTHWEST ON THE ROAD TO BELFAST, 0.2 MILE WEST ALONG THE ROAD ON
 BR0559'THE NORTH BANK OF THE BELFAST RIVER FROM A GROUP OF HOUSES AND A
 BR0559'SIGN POST READING BELFAST, 200 FEET EAST ON ROAD FROM WHERE THE
 BR0559'ROAD TURNS EAST AFTER COMING TO THE RIVER FROM THE SOUTH, 260 FEET
 BR0559'WEST OF AN 18 INCH TILE CULVERT UNDER THE ROAD 110 FEET NORTHWEST
 BR0559'AND ACROSS THE ROAD FROM E 290, 59 FEET NORTH OF THE EDGE OF THE
 BR0559'BLUFF, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL
 BR0559'WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 BR0559'GROUND.  TIDAL STATION 22.  BELFAST, BELFAST RIVER.
 BR0559
 BR0559                          STATION RECOVERY (1983)
 BR0559
 BR0559'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR0559'THE STATION, WHICH IS THE ORIGINAL SURFACE STATION FOR
 BR0559'BELFAST 1933, WAS LOCATED AS NOTED IN THE 1953 RECOVERY
 BR0559'DESCRIPTION BY JCC.  THE BELFAST 1933 UNDERGROUND MARK AND
 BR0559'REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION BUT REFERENCE
 BR0559'MARK 2 COULD NOT BE FOUND.  THE UNDERGROUND MARK IS 1.64 METERS
 BR0559'EAST OF THE STATION AND STAMPED---BELFAST 1933---,
 BR0559'SET IN AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW GROUND.
 BR0559'AN AZIMUTH MARK WAS ESTABLISHED BUT STAMPED ACCORDING TO THE
 BR0559'ORIGINAL 1933 STATION.  TRAVERSE CONNECTIONS WERE MADE TO THE
 BR0559'1933 STATION AND A TIDAL BENCH MARK, E 290.  NO EXPLAINATION
 BR0559'COULD BE FOUND FOR JCC TO PLACE THE OLD SURFACE MARK ECCENTRIC TO
 BR0559'THE UNDERGROUND MARK AND NO REASON WAS APPARENT AT THE SITE.
 BR0559'SINCE NO PREVIOUS OBSERVATIONS FROM THE STATION, NO PUBLISHED
 BR0559'POSITION, AND NO DESCRIPTION COULD BE FOUND, THE FOLLOWING NEW
 BR0559'DESCRIPTION FOLLOWS.
 BR0559'THE STATION IS LOCATED 12.5 KM (7.75 MI) NORTHEAST OF MIDWAY,
 BR0559'14.1 KM (8.75 MI) SOUTH-SOUTHEAST OF RICHMOND HILL, AND 6.45 KM
 BR0559'(4 MI) NORTH OF SUNBURY.
 BR0559'OWNERSHIP--COLAN ROBERTS, RTE 1, RICHMOND HILL, GEORGIA.
 BR0559'PHONE 912-727-2359.
 BR0559'
 BR0559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR0559'STATE ROUTE 144 IN RICHMOND HILL, GO SOUTHEAST ALONG STATE ROUTE
 BR0559'144 FOR 9.5 KM (5.9 MI) TO THE JUNCTION OF PAVED COUTY
 BR0559'ROAD 91843 (BELFAST ROAD) TO THE RIGHT.  TURN RIGHT GOING
 BR0559'SOUTHWEST ALONG BELFAST ROAD FOR 7.25 KM (4.5 MI) TO THE JUNCTION
 BR0559'OF PAVED COUNTY ROAD 90 TO THE RIGHT.  TURN RIGHT GOING SOUTH
 BR0559'ALONG COUNTY ROAD 90 FOR 0.15 KM (0.1 MI) TO DIRT COUNTY ROAD
 BR0559'90 (BELFAST SIDING ROAD) TO THE RIGHT AND PAVED COUNTY ROAD
 BR0559'126 AHEAD.  CONTINUE SOUTH ALONG COUNTY ROAD 126 FOR 1.1 KM
 BR0559'(0.7 MI) TO THE END OF PAVEMENT AND ITS TERMINATION AT THE
 BR0559'JUNCTION OF DIRT COUNTY ROAD 127 CROSSING.  TURN LEFT GOING
 BR0559'EASTERLY ALONG COUNTY ROAD 127 FOR 0.15 KM (0.1 MI) TO THE THIRD
 BR0559'HOUSE (THE ROBERTS RESIDENCE) AND THE STATION AT THE REAR OF THE
 BR0559'HOUSE.
 BR0559'
 BR0559'THE STATION IS A STANDARD CGS DISK
 BR0559'STAMPED---BELFAST 1933 RESET 1953---,
 BR0559'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 BR0559'FLUSH WITH GROUND.  IT IS LOCATED
 BR0559'16.18 METERS (53.1 FT) SOUTHWEST FROM  THE SOUTHEAST CORNER
 BR0559'OF THE ROBERTS RESIDENCE,
 BR0559'19.94 METERS (65.41 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF
 BR0559'THE ROBERTS RESIDENCE, AND
 BR0559'12.42 METERS (40.7 FT) NORTH FROM THE TOP CENTER OF A PICNIC
 BR0559'TABLE.
 BR0559'THE UNDERGROUND MARK (SEE DESCRIPTION FOR STATION BELFAST 1933) IS
 BR0559'ECCENTRIC TO THE STATION. THERE IS APPARENTLY NO UNDERGROUND MARK
 BR0559'SET DIRECTLY UNDER THE STATION.
 BR0559'
 BR0559'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 BR0559'STAMPED---BELFAST NO 1 1933---,
 BR0559'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 BR0559'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 BR0559'18.98 METERS (62.3 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER
 BR0559'OF THE FIRST HOUSE EAST OF THE ROBERTS RESIDENCE.
 BR0559'17.95 METERS (58.9 FT) WEST FROM THE SOUTHWEST CORNER OF THE SAME
 BR0559'HOUSE, AND
 BR0559'19.81 METERS (65.0 FT) NORTH FROM BENCH MARK E 290.
 BR0559'MARK IS LEVEL WITH STATION.
 BR0559'
 BR0559'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 BR0559'STAMPED---BELFAST 1933 1983---,
 BR0559'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0559'RECESSED 5 CM BELOW THE GROUND.
 BR0559'THE UNDERGROUND MARK IS A STANDARD
 BR0559'DISK STAMPED---BELFAST 1933 1983---,SET INTO AN IRREGULAR MASS OF
 BR0559'CONCRETE ABOUT 0.96 METER BELOW GROUND SURFACE.  IT IS LOCATED
 BR0559'11.2 METERS (36.7 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 BR0559'ARMSTRONG RESIDENCE,
 BR0559'11.0 METERS (36.1 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 BR0559'HOUSE, AND
 BR0559'9.4 METERS (30.8 FT) WEST FROM A WATER SPIGOT.
 BR0559'TO REACH AZIMUTH MARK FROM THE JUNCTION OF COUNTY
 BR0559'ROADS 126 AND 127, GO WEST ALONG COUNTY ROAD 127 FOR 0.45 KM
 BR0559'(0.3 MI) TO AN OPEN GATE.  PASS THROUGH THE GATE GOING SOUTH ALONG
 BR0559'A DRIVEWAY FOR 0.15 KM (0.1 MI) TO THE RESIDENCE OF M.G. ARMSTRONG
 BR0559'(AN A-FRAME HOUSE) AND THE STATION BETWEEN THE HOUSE AND THE
 BR0559'MARSH.
 BR0559'
 BR0559'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN COUNTY
 BR0559'GEORGIA 1977, REVISED OCT 1977.
 BR0559'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1769 ***********************************************************************
 BR1769  DESIGNATION -  BELFAST AZ MK
 BR1769  PID         -  BR1769
 BR1769  STATE/COUNTY-  GA/BRYAN
 BR1769  USGS QUAD   -  LIMERICK SE (1988)
 BR1769
 BR1769                         *CURRENT SURVEY CONTROL
 BR1769  ___________________________________________________________________
 BR1769* NAD 83(1994)-  31 49 16.58603(N)    081 18 13.49197(W)     ADJUSTED  
 BR1769* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 BR1769  ___________________________________________________________________
 BR1769  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BR1769  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 BR1769
 BR1769  HORZ ORDER  -  SECOND
 BR1769
 BR1769.The horizontal coordinates were established by classical geodetic methods
 BR1769.and adjusted by the National Geodetic Survey in September 1997..
 BR1769
 BR1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1769
 BR1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1769
 BR1769.The geoid height was determined by GEOID03.
 BR1769
 BR1769;                    North         East     Units Scale Factor Converg.
 BR1769;SPC GA E     -   202,225.130   281,690.903   MT  0.99998228   +0 27 18.1
 BR1769;SPC GA E     -   663,466.95    924,180.90   sFT  0.99998228   +0 27 18.1
 BR1769;UTM  17      - 3,520,665.709   471,253.826   MT  0.99961019   -0 09 36.6
 BR1769
 BR1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1769!SPC GA E     -   1.00000435  x   0.99998228  =   0.99998663
 BR1769!UTM  17      -   1.00000435  x   0.99961019  =   0.99961454
 BR1769
 BR1769                          SUPERSEDED SURVEY CONTROL
 BR1769
 BR1769  NAD 83(1986)-  31 49 16.60058(N)    081 18 13.50763(W) AD(       ) 2
 BR1769  NGVD 29 (10/08/91)    3.     (m)           10.     (f) VERT ANG       
 BR1769
 BR1769.Superseded values are not recommended for survey control.
 BR1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1769.See file dsdata.txt to determine how the superseded data were derived.
 BR1769
 BR1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7125420666(NAD 83)
 BR1769_MARKER: DZ = AZIMUTH MARK DISK
 BR1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1769+STABILITY: SURFACE MOTION
 BR1769
 BR1769  HISTORY     - Date     Condition        Report By
 BR1769  HISTORY     - 1983     MONUMENTED       GADT
 BR1769
 BR1769                          STATION DESCRIPTION
 BR1769
 BR1769'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1769'THE STATION IS LOCATED 12.1 KM (7.5 MI) NORTHEAST OF MIDWAY,
 BR1769'14.1 KM (8.75 MI) SOUTH-SOUTHEAST OF RICHMOND HILL, AND
 BR1769'6.45 KM (4 MI) NORTH OF SUNBURY.
 BR1769'OWNERSHIP--M.G. ARMSTRONG, RTE 1, RICHMOND HILL, GEORGIA.
 BR1769'
 BR1769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1769'STATE ROUTE 144 IN RICHMOND HILL, GO SOUTHEAST ALONG STATE ROUTE
 BR1769'144 FOR 9.5 KM (5.9 MI) TO THE JUNCTION OF PAVED COUTY
 BR1769'ROAD 91843 (BELFAST ROAD) TO THE RIGHT.  TURN RIGHT GOING
 BR1769'SOUTHWEST ALONG BELFAST ROAD FOR 7.25 KM (4.5 MI) TO THE JUNCTION
 BR1769'OF PAVED COUNTY ROAD 90 TO THE RIGHT.  TURN RIGHT GOING SOUTH
 BR1769'ALONG COUNTY ROAD 90 FOR 0.15 KM (0.1 MI) TO DIRT COUNTY ROAD
 BR1769'90 (BELFAST SIDING ROAD) TO THE RIGHT AND PAVED COUNTY ROAD
 BR1769'126 AHEAD.  CONTINUE SOUTH ALONG COUNTY ROAD 126 FOR 1.1 KM
 BR1769'(0.7 MI) TO THE END OF PAVEMENT AND ITS TERMINATION AT THE
 BR1769'JUNCTION OF DIRT COUNTY ROAD 127 CROSSING.  TURN RIGHT GOING
 BR1769'WESTERLY ALONG COUNTY ROAD 127 FOR 0.45 KM (0.3 MI) TO AN
 BR1769'OPEN GATE.  PASS THROUGH THE GATE GOING SOUTH ALONG A
 BR1769'DRIVEWAYFOR 0.15 KM (0.1 MI) TO THE RESIDENCE OF M.G.
 BR1769'ARMSTRONG (AN A-FRAME HOUSE) AND THE STATION BETWEEN THE
 BR1769'HOUSE AND THE MARSH.
 BR1769'
 BR1769'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 BR1769'STAMPED---BELFAST 1933 1983---,
 BR1769'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1769'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1769'11.2 METERS (36.7 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 BR1769'ARMSTRONG RESIDENCE,
 BR1769'11.0 METERS (36.1 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 BR1769'HOUSE, AND
 BR1769'9.4 METERS (30.8 FT) WEST FROM A WATER SPIGOT.
 BR1769'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 BR1769'STAMPED---BELFAST 1933 1983---,
 BR1769'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BR1769'
 BR1769'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 BR1769'BRYAN COUNTY GEORGIA 1977, REVISED OCT 1977.
 BR1769'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0557 ***********************************************************************
 BR0557  DESIGNATION -  BELFAST RM 2
 BR0557  PID         -  BR0557
 BR0557  STATE/COUNTY-  GA/BRYAN
 BR0557  USGS QUAD   -  LIMERICK SE (1988)
 BR0557
 BR0557                         *CURRENT SURVEY CONTROL
 BR0557  ___________________________________________________________________
 BR0557* NAD 83(1986)-  31 49 25.     (N)    081 17 32.     (W)     SCALED    
 BR0557* NAVD 88     -         3.959  (meters)      12.99   (feet)  ADJUSTED  
 BR0557  ___________________________________________________________________
 BR0557  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 BR0557  DYNAMIC HT  -           3.954 (meters)      12.97  (feet)  COMP
 BR0557  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BR0557
 BR0557  VERT ORDER  -  SECOND    CLASS 0
 BR0557
 BR0557.The horizontal coordinates were scaled from a topographic map and have
 BR0557.an estimated accuracy of +/- 6 seconds.
 BR0557
 BR0557.The orthometric height was determined by differential leveling
 BR0557.and adjusted by the National Geodetic Survey in June 1991..
 BR0557
 BR0557.The geoid height was determined by GEOID03.
 BR0557
 BR0557.The dynamic height is computed by dividing the NAVD 88
 BR0557.geopotential number by the normal gravity value computed on the
 BR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0557.degrees latitude (g = 980.6199 gals.).
 BR0557
 BR0557.The modeled gravity was interpolated from observed gravity values.
 BR0557
 BR0557;                    North         East    Units  Estimated Accuracy
 BR0557;SPC GA E     -   202,490.      282,780.      MT  (+/- 180 meters Scaled)
 BR0557
 BR0557                          SUPERSEDED SURVEY CONTROL
 BR0557
 BR0557  NGVD 29 (??/??/92)    4.242  (m)           13.92   (f) ADJ UNCH    2 0
 BR0557
 BR0557.Superseded values are not recommended for survey control.
 BR0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0557.See file dsdata.txt to determine how the superseded data were derived.
 BR0557
 BR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR723209(NAD 83)
 BR0557_MARKER: DR = REFERENCE MARK DISK
 BR0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0557_STAMPING: BELFAST NO 2 1933 BM 3 1934
 BR0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0557+STABILITY: SURFACE MOTION
 BR0557
 BR0557  HISTORY     - Date     Condition        Report By
 BR0557  HISTORY     - 1933     MONUMENTED       CGS
 BR0557  HISTORY     - 1962     GOOD             NGS
 BR0557
 BR0557                          STATION DESCRIPTION
 BR0557
 BR0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BR0557'3.6 MI WSW FROM KELLER.
 BR0557'3.55 MILES WEST AND SOUTHWEST ON BLACKTOPPED AND SAND ROAD FROM
 BR0557'THE FIRE TOWER IN KELLER TO BELFAST OR 7.6 MILES SOUTH AND SOUTHWEST
 BR0557'ON STATE HIGHWAY 63 FROM THE CROSSING OF THE SEABOARD AIR LINE
 BR0557'RAILROAD IN RICHMOND HILL TO KELLER, THENCE 3.55 MILES WEST AND
 BR0557'SOUTHWEST ON THE ROAD TO BELFAST.  172 FEET NORTH OF BELFAST RESET
 BR0557'(1953), 231 FEET NORTH OF THE EDGE OF THE BLUFF, 118 FEET NORTH OF A
 BR0557'POWER LINE POLE, 33.5 FEET EAST OF A 3 FOOT LIVE OAK TREE, 11.5 FEET
 BR0557'EAST OF A FENCE CORNER POST WITH GATE HINGES ON IT AND 2 FEET SOUTH OF
 BR0557'THE FENCE LINE.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 BR0557'GROUND.  TIDAL STATION 22.  BELFAST, BELFAST RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1829 ***********************************************************************
 CL1829  DESIGNATION -  BELL
 CL1829  PID         -  CL1829
 CL1829  STATE/COUNTY-  GA/EMANUEL
 CL1829  USGS QUAD   -  SUMMERTOWN (1985)
 CL1829
 CL1829                         *CURRENT SURVEY CONTROL
 CL1829  ___________________________________________________________________
 CL1829* NAD 83(1994)-  32 42 03.44885(N)    082 16 13.36458(W)     ADJUSTED  
 CL1829* NAVD 88     -       104.7    (meters)     344.     (feet)  VERTCON   
 CL1829  ___________________________________________________________________
 CL1829  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CL1829  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CL1829
 CL1829  HORZ ORDER  -  FIRST
 CL1829
 CL1829.The horizontal coordinates were established by classical geodetic methods
 CL1829.and adjusted by the National Geodetic Survey in September 1997..
 CL1829
 CL1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1829
 CL1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1829
 CL1829.The geoid height was determined by GEOID03.
 CL1829
 CL1829;                    North         East     Units Scale Factor Converg.
 CL1829;SPC GA E     -   299,445.158   190,276.151   MT  0.99990117   -0 03 21.7
 CL1829;SPC GA E     -   982,429.66    624,264.34   sFT  0.99990117   -0 03 21.7
 CL1829;UTM  17      - 3,618,849.175   380,923.671   MT  0.99977484   -0 41 11.1
 CL1829
 CL1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1829!SPC GA E     -   0.99998814  x   0.99990117  =   0.99988931
 CL1829!UTM  17      -   0.99998814  x   0.99977484  =   0.99976298
 CL1829
 CL1829:                Primary Azimuth Mark                     Grid Az
 CL1829:SPC GA E     -  MIDVILLE MUN TANK                        013 13 40.9
 CL1829:UTM  17      -  MIDVILLE MUN TANK                        013 51 30.3
 CL1829
 CL1829|---------------------------------------------------------------------|
 CL1829| PID    Reference Object                     Distance      Geod. Az  |
 CL1829|                                                           dddmmss.s |
 CL1829| CL1701 MIDVILLE MUN TANK                   APPROX.13.9 KM 0131019.2 |
 CL1829| CL1700 MIDVILLE SOU RWY MICROWAVE          APPROX.13.3 KM 0151122.6 |
 CL1829| CL1697 UNION                               APPROX.12.5 KM 0492448.0 |
 CL1829| CY7244 BELL RM 1                            26.076 METERS 06538     |
 CL1829| CY7245 BELL RM 2                            27.084 METERS 18218     |
 CL1829|---------------------------------------------------------------------|
 CL1829
 CL1829                          SUPERSEDED SURVEY CONTROL
 CL1829
 CL1829  NAD 83(1986)-  32 42 03.45300(N)    082 16 13.36269(W) AD(       ) 1
 CL1829  NAD 27      -  32 42 02.87781(N)    082 16 13.91355(W) AD(       ) 1
 CL1829  NGVD 29 (07/19/86)  104.9    (m)          344.     (f) VERT ANG       
 CL1829
 CL1829.Superseded values are not recommended for survey control.
 CL1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1829.See file dsdata.txt to determine how the superseded data were derived.
 CL1829
 CL1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8092418849(NAD 83)
 CL1829_MARKER: DS = TRIANGULATION STATION DISK
 CL1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1829
 CL1829  HISTORY     - Date     Condition        Report By
 CL1829  HISTORY     - 1979     MONUMENTED       NGS
 CL1829
 CL1829                          STATION DESCRIPTION
 CL1829
 CL1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1829'THE STATION IS LOCATED 10-1/2 MILES NORTHWEST OF TWIN CITY,
 CL1829'8 MILES NORTHEAST OF SWAINSBORO, 3 MILES SOUTH OF THE
 CL1829'SMALL COMMUNITY OF SUMMERTOWN AND ON PROPERTY OWNED BY
 CL1829'MR. E.R. BELL.  PERMISSION FOR THE STATION WAS GRANTED
 CL1829'BY HIS NEICE, WHO LIVES AT THE STATION SITE, MRS JAN
 CL1829'NORDINE, OF ROUTE 1, SWAINSBORO, GEORGIA, 30401,
 CL1829'(PHONE NUMBER 237-7781).
 CL1829'
 CL1829'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION
 CL1829'OF
 CL1829'STATE HIGHWAYS 192 AND 56 IN SUMMERTOWN, GO SOUTH ON HIGHWAY
 CL1829'56 FOR 0.4 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 CL1829'SOUTHEAST AND SOUTH ON THE GRAVEL ROAD FOR 2.9 MILES TO A
 CL1829'T-ROAD, A LARGE WHITE HOUSE STRAIGHT AHEAD AND THE
 CL1829'STATION AT THE EAST SIDE OF THE HOUSE IN THE EDGE OF A
 CL1829'FIELD.
 CL1829'
 CL1829'THE STATION IS A STANDARD NGS DISK
 CL1829'STAMPED---BELL 1978---,
 CL1829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1829'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 CL1829'65 FEET SOUTH FROM THE CENTER OF A DIRT ROAD,
 CL1829'62 FEET NORTHEAST FROM A 30-INCH PECAN TREE AND
 CL1829'40 FEET EAST FROM A NORTH-SOUTH FENCE LINE.
 CL1829'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL1829'STAMPED---BELL 1978---,
 CL1829'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW
 CL1829'THE GROUND SURFACE.
 CL1829'
 CL1829'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1829'STAMPED---BELL NO 1 1978---,
 CL1829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1829'DIAMETER PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1829'24 FEET WEST FROM A 14-INCH PECAN TREE,
 CL1829'18.4 FEET SOUTH FROM THE CENTER OF THE DIRT ROAD AND
 CL1829'2.2 FEET SOUTHWEST FROM A METAL WITNESS POST SET IN FENCE
 CL1829'LINE.
 CL1829'MARK IS BELOW STATION 0.31 METERS.
 CL1829'
 CL1829'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL1829'STAMPED---BELL NO 2 1978---,
 CL1829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1829'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 CL1829'86.4 FEET EAST FROM A 20-INCH PECAN TREE,
 CL1829'58.3 FEET SOUTHEAST FROM A 24-INCH PECAN TREE,
 CL1829'21.6 FEET NORTH-NORTHWEST FROM A 20-INCH PECAN TREE AND
 CL1829'2.5 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CL1829'MARK IS ABOVE STATION 0.31 METERS.
 CL1829'
 CL1829'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.6 METERS.
 CL1829'
 CL1829'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH
 CL1829'MARK OR A LONG REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1181 ***********************************************************************
 BR1181  DESIGNATION -  BELL
 BR1181  PID         -  BR1181
 BR1181  STATE/COUNTY-  GA/MCINTOSH
 BR1181  USGS QUAD   -  SHELLMAN BLUFF (1979)
 BR1181
 BR1181                         *CURRENT SURVEY CONTROL
 BR1181  ___________________________________________________________________
 BR1181* NAD 83(1994)-  31 35 48.44689(N)    081 17 26.87846(W)     ADJUSTED  
 BR1181* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1181  ___________________________________________________________________
 BR1181  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BR1181  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 BR1181
 BR1181  HORZ ORDER  -  SECOND
 BR1181
 BR1181.The horizontal coordinates were established by classical geodetic methods
 BR1181.and adjusted by the National Geodetic Survey in September 1997..
 BR1181
 BR1181.The orthometric height was scaled from a topographic map.
 BR1181
 BR1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1181
 BR1181.The geoid height was determined by GEOID03.
 BR1181
 BR1181;                    North         East     Units Scale Factor Converg.
 BR1181;SPC GA E     -   177,345.041   283,116.728   MT  0.99998518   +0 27 32.1
 BR1181;SPC GA E     -   581,839.52    928,858.80   sFT  0.99998518   +0 27 32.1
 BR1181;UTM  17      - 3,495,781.095   472,412.850   MT  0.99960939   -0 09 08.5
 BR1181
 BR1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1181!SPC GA E     -   1.00000455  x   0.99998518  =   0.99998973
 BR1181!UTM  17      -   1.00000455  x   0.99960939  =   0.99961394
 BR1181
 BR1181|---------------------------------------------------------------------|
 BR1181| PID    Reference Object                     Distance      Geod. Az  |
 BR1181|                                                           dddmmss.s |
 BR1181| CW4614 BELL RM 2                            17.400 METERS 09645     |
 BR1181| CW4613 BELL RM 1                            21.100 METERS 18158     |
 BR1181| BR1199 HARRIS                              APPROX. 3.5 KM 2064201.6 |
 BR1181|---------------------------------------------------------------------|
 BR1181
 BR1181                          SUPERSEDED SURVEY CONTROL
 BR1181
 BR1181  NAD 83(1986)-  31 35 48.46015(N)    081 17 26.88482(W) AD(       ) 2
 BR1181  NAD 27      -  31 35 47.65400(N)    081 17 27.53000(W) AD(       ) 2
 BR1181
 BR1181.Superseded values are not recommended for survey control.
 BR1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1181.See file dsdata.txt to determine how the superseded data were derived.
 BR1181
 BR1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7241395781(NAD 83)
 BR1181_MARKER: DS = TRIANGULATION STATION DISK
 BR1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1181
 BR1181  HISTORY     - Date     Condition        Report By
 BR1181  HISTORY     - 1934     MONUMENTED       CGS
 BR1181  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1181
 BR1181                          STATION DESCRIPTION
 BR1181
 BR1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1181'THIS STATION IS IN THE MARSH ABOUT 5 M. BACK (TO THE EASTWARD
 BR1181'FROM THE RIVER BANK) AND ABOUT 15 M. S OF THE SOUTHERN END OF THE
 BR1181'TREE AND BLUFF LINE OF DUNHAM BLUFF WHICH IS THE PLACE WHERE
 BR1181'HARRIS NECK MAKES OUT TO THE RIVER AT ITS NORTHERN CONTACT
 BR1181'WITH THE RIVER.  THIS STATION IS COVERED BY ABOUT 1 FT OF
 BR1181'WATER AT HIGHEST TIDES.
 BR1181'
 BR1181'R.M. 1 IS ON THE EDGE OF THE BLUFF ABOUT E OF THE STATION
 BR1181'NEAR SOME PALMETTO SCRUB.  R.M. 2 IS ON THE EDGE OF THE BLUFF
 BR1181'ABOUT E OF THE STATION NEAR SOME PALMETTO SCRUB.  R.M. 2
 BR1181'IS TO THE SOUTHWARD UNDER THE VERY LARGE (PARTLY BROKEN)
 BR1181'LIVE OAK TREE.
 BR1181'
 BR1181'ALL MARKS ARE STANDARD DISCS SET IN CONCRETE 10 X 10 X 30
 BR1181'INCHES AND PROJECTING ABOUT 1 IN ABOVE THE MARSH OR GROUND
 BR1181'SURFACE.
 BR1181
 BR1181                          STATION RECOVERY (1952)
 BR1181
 BR1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1181'STATION WAS DESTROYED.  THE REFERENCE MARKS WERE RECOVERED
 BR1181'IN GOOD CONDITION.  TAPED DISTANCE FROM THE REFERENCE MARKS
 BR1181'SHOWED THAT THE STATION HAS BEEN DESTROYED BY EROSION OF
 BR1181'THE SHORE.  THE DESCRIPTION IS ADEQUATE AND CORRECT FOR THE
 BR1181'RECOVERY OF THE REFERENCE MARKS WITH THE FOLLOWING ADDITIONS--
 BR1181'REFERENCE MARK 1 IS 9.80 M. E OF THE RIVER BANK.  REFERENCE
 BR1181'MARK 2 IS 1.30 M. E OF THE EDGE OF THE BLUFF, AND 6.0 M.
 BR1181'W OF AN OAK TREE.
 BR1181'
 BR1181'REFERENCE MARK 1 IS STAMPED BELL NO 1 1934 AND IS FLUSH WITH
 BR1181'THE GROUND.
 BR1181'
 BR1181'REFERENCE MARK 2 IS STAMPED BELL NO 2 1934 AND PROJECTS 2
 BR1181'IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1568 ***********************************************************************
 CM1568  DESIGNATION -  BELL
 CM1568  PID         -  CM1568
 CM1568  STATE/COUNTY-  GA/TALBOT
 CM1568  USGS QUAD   -  JUNCTION CITY (1985)
 CM1568
 CM1568                         *CURRENT SURVEY CONTROL
 CM1568  ___________________________________________________________________
 CM1568* NAD 83(1994)-  32 35 55.84729(N)    084 26 51.75393(W)     ADJUSTED  
 CM1568* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 CM1568  ___________________________________________________________________
 CM1568  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CM1568  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CM1568
 CM1568  HORZ ORDER  -  FIRST
 CM1568
 CM1568.The horizontal coordinates were established by classical geodetic methods
 CM1568.and adjusted by the National Geodetic Survey in September 1997..
 CM1568
 CM1568.The orthometric height was scaled from a topographic map.
 CM1568
 CM1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1568
 CM1568.The geoid height was determined by GEOID03.
 CM1568
 CM1568;                    North         East     Units Scale Factor Converg.
 CM1568;SPC GA W     -   288,152.401   673,620.035   MT  0.99990858   -0 09 05.1
 CM1568;SPC GA W     -   945,380.00  2,210,035.06   sFT  0.99990858   -0 09 05.1
 CM1568;UTM  16      - 3,609,691.898   739,530.930   MT  1.00030755   +1 22 32.6
 CM1568
 CM1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1568!SPC GA W     -   0.99997077  x   0.99990858  =   0.99987935
 CM1568!UTM  16      -   0.99997077  x   1.00030755  =   1.00027831
 CM1568
 CM1568:                Primary Azimuth Mark                     Grid Az
 CM1568:SPC GA W     -  CARL                                     097 44 56.1
 CM1568:UTM  16      -  CARL                                     096 13 18.4
 CM1568
 CM1568|---------------------------------------------------------------------|
 CM1568| PID    Reference Object                     Distance      Geod. Az  |
 CM1568|                                                           dddmmss.s |
 CM1568| CM1569 CARL                                APPROX. 2.2 KM 0973551.0 |
 CM1568| CY8068 BELL RM                                            12728     |
 CM1568|---------------------------------------------------------------------|
 CM1568
 CM1568                          SUPERSEDED SURVEY CONTROL
 CM1568
 CM1568  NAD 83(1986)-  32 35 55.85325(N)    084 26 51.75250(W) AD(       ) 1
 CM1568  NAD 27      -  32 35 55.33600(N)    084 26 52.03600(W) AD(       ) 1
 CM1568
 CM1568.Superseded values are not recommended for survey control.
 CM1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1568.See file dsdata.txt to determine how the superseded data were derived.
 CM1568
 CM1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3953109692(NAD 83)
 CM1568_MARKER: DS = TRIANGULATION STATION DISK
 CM1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1568
 CM1568  HISTORY     - Date     Condition        Report By
 CM1568  HISTORY     - 1917     MONUMENTED       CGS
 CM1568  HISTORY     - 1935     GOOD             CGS
 CM1568  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CM1568
 CM1568                          STATION DESCRIPTION
 CM1568
 CM1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM1568'ABOUT 3/4 MILE EAST OF JUNCTION CITY, ON THE CENTRAL OF GEORGIA
 CM1568'RAILWAY, 65-1/2 RAILS WEST OF MILEPOST S-254, 11 METERS (36 FEET)
 CM1568'TO THE LEFT FROM THE RAIL, AT THE INTERSECTION OF THE LEFT AND
 CM1568'RIGHT RAIL TANGENTS.  REFERENCE MARK IS 11.20
 CM1568'METERS (36.7 FEET) FROM STATION IN GRID AZIMUTH 307 DEG 38 MIN.
 CM1568'IN 1935 REFERENCE MARK REPORTED DESTROYED.
 CM1568
 CM1568                          STATION RECOVERY (1954)
 CM1568
 CM1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1568'THE SURFACE MARK WAS FOUND LYING ON THE TOP OF THE GROUND.  THE
 CM1568'SUBSURFACE MARK WAS FOUND IN GOOD CONDITION.  THE SUBSURFACE MARK
 CM1568'WAS REPLACED WITH A STANDARD TRIANGULATION DISK AND LOWERED 3 FT.
 CM1568'THE SURFACE MARK WAS RESET IN ITS ORIGINAL POSITION.  THE
 CM1568'REFERENCE MARK WAS FOUND IN GOOD CONDITION, IT WAS REPORTED
 CM1568'DESTROYED IN 1935.
 CM1568'
 CM1568'LOCATED 0.75 MI. E ALONG THE CENTRAL OF GEORGIA RAILROAD FROM THE
 CM1568'STATION IN JUNCTION CITY, AT THE MIDDLE OF THE FIRST CURVE E OF
 CM1568'THE STATION, AND ON THE TOP OF A SANDY BANK.  IT IS ABOUT 0.5 MI.
 CM1568'W OF MILEPOST S 254, 0.1 MI. W OF A SWITCH STAND, AT THE
 CM1568'INTERSECTION OF THE EXTENDED TANGENTS OF THE N RAIL FROM THE E AND
 CM1568'W, 36 FT.  S OF THE S RAIL, AND 86 FT. SE OF POLE 254/15.  IT
 CM1568'IS A STANDARD TRIANGULATION DISK, STAMPED BELL 1917
 CM1568'1954 FLUSH WITH THE GROUND AND ABOUT 10 FT. HIGHER THAN THE RAILS.
 CM1568'
 CM1568'THE REFERENCE MARK IS 36.73 FT. SE OF THE STATION IN AZIMUTH
 CM1568'308 DEG, AND 47.6 FT. S OF THE S RAIL.  IT IS A STANDARD
 CM1568'REFERENCE-MARK DISK, STMPED BELL 1917 AND IS FLUSH WITH THE GROUND.
 CM1568'
 CM1568'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3392 ***********************************************************************
 AA3392  DESIGNATION -  BELL RESET
 AA3392  PID         -  AA3392
 AA3392  STATE/COUNTY-  GA/TOWNS
 AA3392  USGS QUAD   -  MACEDONIA (1988)
 AA3392
 AA3392                         *CURRENT SURVEY CONTROL
 AA3392  ___________________________________________________________________
 AA3392* NAD 83(1994)-  34 57 35.40220(N)    083 43 44.23710(W)     ADJUSTED  
 AA3392* NAVD 88     -      1042.3    (meters)    3420.     (feet)  GPS OBS   
 AA3392  ___________________________________________________________________
 AA3392  X           -     571,699.748 (meters)                     COMP
 AA3392  Y           -  -5,202,494.633 (meters)                     COMP
 AA3392  Z           -   3,634,796.745 (meters)                     COMP
 AA3392  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AA3392  ELLIP HEIGHT-        1013.78  (meters)          (09/03/97) GPS OBS
 AA3392  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AA3392
 AA3392  HORZ ORDER  -  FIRST
 AA3392  ELLP ORDER  -  FOURTH    CLASS II
 AA3392
 AA3392.The horizontal coordinates were established by GPS observations
 AA3392.and adjusted by the National Geodetic Survey in September 1997..
 AA3392
 AA3392.The orthometric height was determined by GPS observations and a
 AA3392.high-resolution geoid model.
 AA3392
 AA3392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3392
 AA3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3392
 AA3392.The ellipsoidal height was determined by GPS observations
 AA3392.and is referenced to NAD 83.
 AA3392
 AA3392.The geoid height was determined by GEOID03.
 AA3392
 AA3392;                    North         East     Units Scale Factor Converg.
 AA3392;SPC GA W     -   550,055.963   739,973.572   MT  0.99991969   +0 15 02.9
 AA3392;SPC GA W     - 1,804,641.94  2,427,729.96   sFT  0.99991969   +0 15 02.9
 AA3392;UTM  17      - 3,871,990.548   250,824.129   MT  1.00036529   -1 33 52.2
 AA3392
 AA3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3392!SPC GA W     -   0.99984089  x   0.99991969  =   0.99976060
 AA3392!UTM  17      -   0.99984089  x   1.00036529  =   1.00020613
 AA3392
 AA3392|---------------------------------------------------------------------|
 AA3392| PID    Reference Object                     Distance      Geod. Az  |
 AA3392|                                                           dddmmss.s |
 AA3392| CZ4257 BELL RM 1                             3.969 METERS 01605     |
 AA3392| CZ4258 BELL RM 2                             3.706 METERS 18711     |
 AA3392| ED1912 BRASSTOWN BALD                      APPROX.12.1 KM 2181418.3 |
 AA3392|---------------------------------------------------------------------|
 AA3392
 AA3392                          SUPERSEDED SURVEY CONTROL
 AA3392
 AA3392  NAD 83(1994)-  34 57 35.40046(N)    083 43 44.23591(W) AD(       ) 1
 AA3392  ELLIP H (02/22/96) 1013.71   (m)                       GP(       ) 4 2
 AA3392  NAD 83(1986)-  34 57 35.40992(N)    083 43 44.23895(W) AD(       ) 1
 AA3392  NGVD 29 (07/19/86) 1040.4    (m)         3413.     (f) VERT ANG       
 AA3392
 AA3392.Superseded values are not recommended for survey control.
 AA3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3392.See file dsdata.txt to determine how the superseded data were derived.
 AA3392
 AA3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5082471991(NAD 83)
 AA3392_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3392_SETTING: 66 = SET IN ROCK OUTCROP
 AA3392_STAMPING: BELL 1975 1993
 AA3392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3392+STABILITY: POSITION/ELEVATION WELL
 AA3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3392+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1994
 AA3392
 AA3392  HISTORY     - Date     Condition        Report By
 AA3392  HISTORY     - 1993     MONUMENTED       NGS
 AA3392  HISTORY     - 19940618 GOOD             NGS
 AA3392
 AA3392                          STATION DESCRIPTION
 AA3392
 AA3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 AA3392'STATION IS LOCATED 2 MILES (3.2 KM) SOUTH OF GEORGIA-NORTH CAROLINA
 AA3392'STATE LINE, 1.75 MILES (2.82 KM) NE OF HIAWASSEE, ON THE MOST
 AA3392'NORTHERLY AND HIGHEST ONE OF TWO PEAKS OF BELL KNOB, DISTINGUISHED BY
 AA3392'WHITE ROCK QUARRY JUST BELOW SUMMIT VISIBLE FOR SOME DISTANCE.  OWNER
 AA3392'IS PROBABLY STILL HIAWASSEE LAND COMPANY, TELEPHONE 896-2998.  TO
 AA3392'REACH FROM THE SQUARE AND BLINKING CAUTION LIGHT IN HIAWASSEE, TAKE US
 AA3392'76 EAST 1.3 MILES (2.1 KM) TO ROYAL FOOD STORE/CHEVRON STATION AND
 AA3392'SHAKE RAG RD, CO RD 71, ON LEFT.  (THIS POINT IS 1.35 MILES (2.17 KM)
 AA3392'NW OF THE JUNCTION OF US 76 AND STATE ROUTES 17 AND 75) . TURN LEFT
 AA3392'AND ESSENTIALLY FOLOW THE ROAD 2.3 MILES (3.7 KM) TO QUARRY NEAR TOP
 AA3392'OF MOUNTAIN.  HOWEVER, IN MORE DETAIL--KEEP LEFT AT SEVERAL FORKS IN
 AA3392'FIRST MILE.  LEAVE ASPHALT ROAD AND TAKE RIGHT FORK ON GRAVEL AT 1.4
 AA3392'MILES (2.3 KM) .  TAKE LEFT FORK AT 2.0 MILES (3.2 KM) .  LAST
 AA3392'SECTIONS ARE STEEP AND QUITE RUTTED.  PARK AT QUARRY AND PACK
 AA3392'NORTHERLY UP STEEP HILL TO TOP AND STATION.  NO DISTINCT REFERENCE
 AA3392'OBJECTS, ALTHOUGH 1975 DESCRIPTION MENTIONS 24 FT (7.3 M) WNW OF EAST
 AA3392'EDGE OF MOUNTAIN AND 24 FT (7.3 M) NNE OF LARGE ROCK OUTCROP.  BELL
 AA3392'1975, ORIGINAL STATION, HAD BEEN VANDALIZED BUT STEM REMAINED.  DRILL
 AA3392'HOLE WAS DEEPENED AND NEW DISK GROUTED IN SAME HORIZONTAL POSITION.
 AA3392
 AA3392                          STATION RECOVERY (1994)
 AA3392
 AA3392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 AA3392'STATION IS LOCATED 2 MILESSOUTH OF GEORGIA-NORTH CAROLINA STATE LINE,
 AA3392'1.75 MILESNE OF HIAWASSEE, ON THE MOST NORTHERLY AND HIGHEST ONE OF
 AA3392'TWO PEAKS OF BELL KNOB, DISTINGUISHED BY WHITE ROCK QUARRY JUST BELOW
 AA3392'SUMMIT VISIBLE FOR SOME DISTANCE.  OWNER IS PROBABLY STILL HIAWASSEE
 AA3392'LAND COMPANY, TELEPHONE 896-2998.  TO REACH FROM THE SQUARE AND
 AA3392'BLINKING CAUTION LIGHT IN HIAWASSEE, TAKE US 76 EAST 1.3 MILESTO ROYAL
 AA3392'FOOD STORE/CHEVRON STATION AND SHAKE RAG RD, CO RD 71, ON LEFT. (THIS
 AA3392'POINT IS 1.35 MILESNW OF THE JUNCTION OF US 76 AND STATE ROUTES 17 AND
 AA3392'75) . TURN LEFT AND ESSENTIALLY FOLOW THE ROAD 2.3 MILESTO QUARRY NEAR
 AA3392'TOP OF MOUNTAIN.  HOWEVER, IN MORE DETAIL--KEEP LEFT AT SEVERAL FORKS
 AA3392'IN FIRST MILE.  LEAVE ASPHALT ROAD AND TAKE RIGHT FORK ON GRAVEL AT
 AA3392'1.4 MILES.  TAKE LEFT FORK AT 2.0 MILES. LAST SECTIONS ARE STEEP AND
 AA3392'QUITE RUTTED.  PARK AT QUARRY AND PACK NORTHERLY UP STEEP HILL TO TOP
 AA3392'AND STATION.  NO DISTINCT REFERENCE OBJECTS, ALTHOUGH 1975 DESCRIPTION
 AA3392'MENTIONS 24 FT (7.3 M) WNW OF EAST EDGE OF MOUNTAIN AND 24 FT (7.3 M)
 AA3392'NNE OF LARGE ROCK OUTCROP.  BELL 1975, ORIGINAL STATION, HAD BEEN
 AA3392'VANDALIZED BUT STEM REMAINED.  DRILL HOLE WAS DEEPENED AND NEW DISK
 AA3392'GROUTED IN SAME HORIZONTAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1627 ***********************************************************************
 ED1627  DESIGNATION -  BELLAMY
 ED1627  PID         -  ED1627
 ED1627  STATE/COUNTY-  GA/FRANKLIN
 ED1627  USGS QUAD   -  ASHLAND (1982)
 ED1627
 ED1627                         *CURRENT SURVEY CONTROL
 ED1627  ___________________________________________________________________
 ED1627* NAD 83(1994)-  34 16 58.10165(N)    083 19 02.76666(W)     ADJUSTED  
 ED1627* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 ED1627  ___________________________________________________________________
 ED1627  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 ED1627  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ED1627
 ED1627  HORZ ORDER  -  FIRST
 ED1627
 ED1627.The horizontal coordinates were established by classical geodetic methods
 ED1627.and adjusted by the National Geodetic Survey in September 1997..
 ED1627
 ED1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1627
 ED1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1627
 ED1627.The geoid height was determined by GEOID03.
 ED1627
 ED1627;                    North         East     Units Scale Factor Converg.
 ED1627;SPC GA E     -   475,470.173    94,048.081   MT  1.00003833   -0 38 53.7
 ED1627;SPC GA E     - 1,559,938.39    308,556.08   sFT  1.00003833   -0 38 53.7
 ED1627;UTM  17      - 3,795,944.476   286,680.284   MT  1.00016095   -1 18 21.1
 ED1627
 ED1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1627!SPC GA E     -   0.99996620  x   1.00003833  =   1.00000453
 ED1627!UTM  17      -   0.99996620  x   1.00016095  =   1.00012714
 ED1627
 ED1627|---------------------------------------------------------------------|
 ED1627| PID    Reference Object                     Distance      Geod. Az  |
 ED1627|                                                           dddmmss.s |
 ED1627| ED2783 BELLAMY RM 1                         23.210 METERS 14351     |
 ED1627| ED2784 BELLAMY RM 2                         24.082 METERS 24329     |
 ED1627| ED2782 BELLAMY AZ MK                                      2451711.6 |
 ED1627|---------------------------------------------------------------------|
 ED1627
 ED1627                          SUPERSEDED SURVEY CONTROL
 ED1627
 ED1627  NAD 83(1986)-  34 16 58.10911(N)    083 19 02.76589(W) AD(       ) 1
 ED1627  NAD 27      -  34 16 57.72664(N)    083 19 03.20389(W) AD(       ) 1
 ED1627  NGVD 29 (07/19/86)  245.3    (m)          805.     (f) VERT ANG       
 ED1627
 ED1627.Superseded values are not recommended for survey control.
 ED1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1627.See file dsdata.txt to determine how the superseded data were derived.
 ED1627
 ED1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8668095944(NAD 83)
 ED1627_MARKER: DS = TRIANGULATION STATION DISK
 ED1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1627
 ED1627  HISTORY     - Date     Condition        Report By
 ED1627  HISTORY     - 1975     MONUMENTED       NGS
 ED1627
 ED1627                          STATION DESCRIPTION
 ED1627
 ED1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1627'THE STATION IS LOCATED ABOUT 7.75 MILES NORTH-NORTHWEST OF ILA,
 ED1627'7.75 MILES SOUTHWEST OF CARNESVILLE, 9.5 MILES NORTHEAST OF
 ED1627'COMMERCE AND ON PROPERTY OWNED BY MRS. W. H. BELLAMY WHOSE
 ED1627'PHONE NO. IS 335-3940.
 ED1627'
 ED1627'TO REACH FROM THE POST OFFICE IN ILA, GO NORTH ALONG STATE
 ED1627'HIGHWAY 106 FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 174
 ED1627'ON THE RIGHT.  CONTINUE NORTH ALONG THE HIGHWAY FOR 6.9 MILES TO
 ED1627'THE JUNCTION OF STATE HIGHWAY 164 ON THE LEFT.  TURN LEFT AND GO
 ED1627'WEST-NORTHWEST ALONG HIGHWAY 164 FOR 2.55 MILES TO A DIRT SIDE
 ED1627'ROAD LEFT (COUNTY ROAD 275).  TURN LEFT AND GO WEST ALONG THE
 ED1627'DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 ED1627'
 ED1627'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON THE
 ED1627'DIRT ROAD FOR 0.25 MILE TO A REVERSE FORK AND THE MARK ON THE
 ED1627'RIGHT BY A UTILITY POLE.
 ED1627'
 ED1627'THE STATION MARKS ARE STANDARD DISKS STAMPED BELLAMY 1975.  THE
 ED1627'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1627'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1627'48.5 FEET NORTHWEST OF A UTILITY POLE, 48 FEET NORTH OF THE DIRT
 ED1627'ROAD AND 4.6 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 ED1627'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 ED1627'INCHES BELOW THE GROUND SURFACE.
 ED1627'
 ED1627'REFERENCE MARK 1, A STANDARD DISK STAMPED BELLAMY NO 1 1975, IS
 ED1627'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1627'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 16 FEET SOUTH
 ED1627'OF THE DIRT ROAD, 1.5 FEET WEST OF A METAL WITNESS POST AND 1
 ED1627'FOOT NORTH OF A FENCE.
 ED1627'
 ED1627'REFERENCE MARK 2, A STANDARD DISK STAMPED BELLAMY NO 2 1975, IS
 ED1627'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1627'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET NORTH
 ED1627'OF THE DIRT ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 ED1627'
 ED1627'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BELLAMY AZ
 ED1627'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1627'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 ED1627'IS 45 FEET NORTH-NORTHEAST OF THE CENTER OF A DIRT ROAD, 30.8 FEET
 ED1627'EAST-SOUTHEAST OF THE CENTER OF A DIRT ROAD, 3 FEET NORTHEAST OF
 ED1627'A METAL WITNESS POST AND 2 FEET SOUTHEAST OF A UTILITY POLE.
 ED1627'
 ED1627'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1142 ***********************************************************************
 BR1142  DESIGNATION -  BELLE
 BR1142  PID         -  BR1142
 BR1142  STATE/COUNTY-  GA/BRYAN
 BR1142  USGS QUAD   -  SAPELO SOUND (1979)
 BR1142
 BR1142                         *CURRENT SURVEY CONTROL
 BR1142  ___________________________________________________________________
 BR1142* NAD 83(1994)-  31 44 55.62585(N)    081 13 24.15590(W)     ADJUSTED  
 BR1142* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1142  ___________________________________________________________________
 BR1142  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BR1142  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 BR1142
 BR1142  HORZ ORDER  -  SECOND
 BR1142
 BR1142.The horizontal coordinates were established by classical geodetic methods
 BR1142.and adjusted by the National Geodetic Survey in September 1997..
 BR1142
 BR1142.The orthometric height was scaled from a topographic map.
 BR1142
 BR1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1142
 BR1142.The geoid height was determined by GEOID03.
 BR1142
 BR1142;                    North         East     Units Scale Factor Converg.
 BR1142;SPC GA E     -   194,250.892   289,369.487   MT  0.99999847   +0 29 47.0
 BR1142;SPC GA E     -   637,304.80    949,373.06   sFT  0.99999847   +0 29 47.0
 BR1142;UTM  17      - 3,512,612.653   478,843.534   MT  0.99960552   -0 07 03.1
 BR1142
 BR1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1142!SPC GA E     -   1.00000474  x   0.99999847  =   1.00000321
 BR1142!UTM  17      -   1.00000474  x   0.99960552  =   0.99961026
 BR1142
 BR1142|---------------------------------------------------------------------|
 BR1142| PID    Reference Object                     Distance      Geod. Az  |
 BR1142|                                                           dddmmss.s |
 BR1142| CW4618 BELLE RM 2                           13.915 METERS 13135     |
 BR1142| CW4617 BELLE RM 1                           24.600 METERS 28515     |
 BR1142| BR1073 AVIATION BEACON 9                   APPROX. 2.0 KM 3470553.0 |
 BR1142|---------------------------------------------------------------------|
 BR1142
 BR1142                          SUPERSEDED SURVEY CONTROL
 BR1142
 BR1142  NAD 83(1986)-  31 44 55.64081(N)    081 13 24.16700(W) AD(       ) 2
 BR1142  NAD 27      -  31 44 54.85200(N)    081 13 24.80700(W) AD(       ) 2
 BR1142
 BR1142.Superseded values are not recommended for survey control.
 BR1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1142.See file dsdata.txt to determine how the superseded data were derived.
 BR1142
 BR1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7884412613(NAD 83)
 BR1142_MARKER: DS = TRIANGULATION STATION DISK
 BR1142_SETTING: 0 = UNSPECIFIED SETTING
 BR1142
 BR1142  HISTORY     - Date     Condition        Report By
 BR1142  HISTORY     - 1934     MONUMENTED       CGS
 BR1142  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BR1142  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BR1142
 BR1142                          STATION DESCRIPTION
 BR1142
 BR1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1142'LOCATED ON N. SHORE OF MEDWAY RIVER 3-1/4 MILES W. OF MOUTH
 BR1142'OF MEDWAY RIVER.  ON PROMINENT OYSTER SHELL BANK TO WESTWARD
 BR1142'OF MOUTH OF SMALL CREEK 1 MILE E. OF RETREAT CREEK, 10 M.
 BR1142'N. AND 15 M. W. OF H.W. LINES.  STATION MARK--STANDARD DISC
 BR1142'IN CONCRETE MONUMENT.  R.M.S STANDARD DISC IN CONCRETE MONUMENT.
 BR1142
 BR1142                          STATION RECOVERY (1952)
 BR1142
 BR1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1142'STATION MARK WAS FOUND DESTROYED BY EROSION, AND THE DISK WAS
 BR1142'REMOVED BY THIS PARTY.  AN HOUR SEARCH BY A TWO-MAN PARTY
 BR1142'FAILED TO REVEAL THE REFERENCE MARKS.  THEY MAY STILL EXIST,
 BR1142'BUT THERE ARE NO REFERENCE DISTANCES IN THE PUBLISHED DESCRIPTION
 BR1142'FROM WHICH THEY CAN BE LOCATED.
 BR1142
 BR1142                          STATION RECOVERY (1965)
 BR1142
 BR1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1142'DESTROYED.  THE STATION WAS REPORTED DESTROYED AND THE DISK
 BR1142'REMOVED BY P.T. IN 1952.  NO TRACE OF THE REFERENCE MARKS
 BR1142'WAS FOUND AT THAT TIME AND A THOROUGH SEARCH BY TWO MEN IN
 BR1142'1965 FAILED TO REVEAL ANY EVIDENCE OF THEM.  DELETION OF
 BR1142'THIS STATION FROM FUTURE PUBLICATIONS IS RECOMMENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1406 ***********************************************************************
 CL1406  DESIGNATION -  BELL=M 26
 CL1406  PID         -  CL1406
 CL1406  STATE/COUNTY-  GA/TWIGGS
 CL1406  USGS QUAD   -  MARION (1985)
 CL1406
 CL1406                         *CURRENT SURVEY CONTROL
 CL1406  ___________________________________________________________________
 CL1406* NAD 83(1994)-  32 43 09.22876(N)    083 24 04.24860(W)     ADJUSTED  
 CL1406* NAVD 88     -       166.529  (meters)     546.35   (feet)  POSTED    
 CL1406  ___________________________________________________________________
 CL1406  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CL1406  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CL1406  DYNAMIC HT  -         166.340 (meters)     545.73  (feet)  COMP
 CL1406  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 CL1406
 CL1406  HORZ ORDER  -  FIRST
 CL1406  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CL1406
 CL1406.The horizontal coordinates were established by classical geodetic methods
 CL1406.and adjusted by the National Geodetic Survey in September 1997..
 CL1406
 CL1406.The orthometric height was determined by differential leveling
 CL1406.and adjusted by the National Geodetic Survey in 1992..
 CL1406.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CL1406.rate of 3.1 thru 4.0 mm/km.
 CL1406
 CL1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1406
 CL1406.The geoid height was determined by GEOID03.
 CL1406
 CL1406.The dynamic height is computed by dividing the NAVD 88
 CL1406.geopotential number by the normal gravity value computed on the
 CL1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1406.degrees latitude (g = 980.6199 gals.).
 CL1406
 CL1406.The modeled gravity was interpolated from observed gravity values.
 CL1406
 CL1406;                    North         East     Units Scale Factor Converg.
 CL1406;SPC GA W     -   301,725.680   771,756.612   MT  0.99996347   +0 24 49.6
 CL1406;SPC GA W     -   989,911.67  2,532,004.82   sFT  0.99996347   +0 24 49.6
 CL1406;UTM  17      - 3,622,711.288   274,956.403   MT  1.00022453   -1 17 54.4
 CL1406
 CL1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1406!SPC GA W     -   0.99997815  x   0.99996347  =   0.99994163
 CL1406!UTM  17      -   0.99997815  x   1.00022453  =   1.00020268
 CL1406
 CL1406:                Primary Azimuth Mark                     Grid Az
 CL1406:SPC GA W     -  CAT=O 26                                 109 08 45.7
 CL1406:UTM  17      -  CAT=O 26                                 110 51 29.7
 CL1406
 CL1406|---------------------------------------------------------------------|
 CL1406| PID    Reference Object                     Distance      Geod. Az  |
 CL1406|                                                           dddmmss.s |
 CL1406| CL1403 CAT=O 26                            APPROX. 1.1 KM 1093335.3 |
 CL1406| CL1407 ACE=K 26                            419.749 METERS 2542004.7 |
 CL1406| CL2999 BELL RM                              17.680 METERS 27418     |
 CL1406|---------------------------------------------------------------------|
 CL1406
 CL1406                          SUPERSEDED SURVEY CONTROL
 CL1406
 CL1406  NAD 83(1986)-  32 43 09.22429(N)    083 24 04.25664(W) AD(       ) 1
 CL1406  NAD 27      -  32 43 08.69200(N)    083 24 04.64400(W) AD(       ) 1
 CL1406
 CL1406.Superseded values are not recommended for survey control.
 CL1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1406.See file dsdata.txt to determine how the superseded data were derived.
 CL1406
 CL1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7495622711(NAD 83)
 CL1406_MARKER: DS = TRIANGULATION STATION DISK
 CL1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1406
 CL1406  HISTORY     - Date     Condition        Report By
 CL1406  HISTORY     - 1918     MONUMENTED       CGS
 CL1406  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1406  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1406  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1406
 CL1406                          STATION DESCRIPTION
 CL1406
 CL1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1406'ABOUT 1-1/4 MILES EAST OF RIPLEY, ON THE MACON, DUBLIN AND
 CL1406'SAVANNAH RAILWAY, NORTH OF CURVE ON EXTENSION OF EAST TANGENT
 CL1406'OF SOUTH RAIL, 3 TELEGRAPH POLES EAST OF PUBLIC ROAD CROSSING,
 CL1406'15 FEET WEST OF A NEGRO CHURCH, AND 16 FEET FROM SCHOOLHOUSE STEPS.
 CL1406'REFERENCE MARK = L-26 IS IN SCHOOLYARD
 CL1406'NEAR A LARGE PINE TREE, AND 17.680 METERS (58.01 FEET) FROM
 CL1406'STATION IN GRID AZIMUTH 93 DEG 54 MIN.
 CL1406
 CL1406                          STATION RECOVERY (1934)
 CL1406
 CL1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CL1406'UNABLE TO LOCATE STATION AND REFERENCE MARKS.
 CL1406
 CL1406                          STATION RECOVERY (1949)
 CL1406
 CL1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1406'STATION WAS NOT RECOVERED ON THIS DATE AND IT COULD NOT
 CL1406'BE LOCATED IN 1934.  THE CHURCH MENTIONED IN THE ORIGINAL
 CL1406'DESCRIPTION HAS BEEN REMOVED AND ALL EVIDENCE OF ITS FORMER
 CL1406'LOCATION IS GONE DUE TO SHEET EROSION OF THE SOIL APPARENTLY
 CL1406'AIDED BY GRADING FOR THE NEW CHURCH ERECTED NEARBY.  THE
 CL1406'SCHOOLHOUSE IS APPARENTLY THE SAME BUT NOT THE STEPS TO
 CL1406'THE SCHOOLHOUSE.  THE PINE TREE EVIDENTLY HAS BEEN CUT DOWN.
 CL1406'
 CL1406'THE REFERENCE MARK WHICH IS NUMBERED ONLY AS B.M. L 26 COULD
 CL1406'NOT BE FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5865 ***********************************************************************
 CK5865  DESIGNATION -  BELLVILLE
 CK5865  PID         -  CK5865
 CK5865  STATE/COUNTY-  GA/EVANS
 CK5865  USGS QUAD   -  CLAXTON (1976)
 CK5865
 CK5865                         *CURRENT SURVEY CONTROL
 CK5865  ___________________________________________________________________
 CK5865* NAD 83(1994)-  32 09 25.76632(N)    081 58 24.10320(W)     ADJUSTED  
 CK5865* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 CK5865  ___________________________________________________________________
 CK5865  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK5865  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CK5865
 CK5865  HORZ ORDER  -  FIRST
 CK5865
 CK5865.The horizontal coordinates were established by classical geodetic methods
 CK5865.and adjusted by the National Geodetic Survey in September 1997..
 CK5865
 CK5865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5865
 CK5865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5865
 CK5865.The geoid height was determined by GEOID03.
 CK5865
 CK5865;                    North         East     Units Scale Factor Converg.
 CK5865;SPC GA E     -   239,158.379   218,232.932   MT  0.99990410   +0 06 10.4
 CK5865;SPC GA E     -   784,638.78    715,985.88   sFT  0.99990410   +0 06 10.4
 CK5865;UTM  17      - 3,558,270.589   408,215.994   MT  0.99970389   -0 31 05.2
 CK5865
 CK5865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5865!SPC GA E     -   0.99999518  x   0.99990410  =   0.99989928
 CK5865!UTM  17      -   0.99999518  x   0.99970389  =   0.99969907
 CK5865
 CK5865|---------------------------------------------------------------------|
 CK5865| PID    Reference Object                     Distance      Geod. Az  |
 CK5865|                                                           dddmmss.s |
 CK5865| CK5867 BELLVILLE RM 1                       22.839 METERS 01113     |
 CK5865| CK4270 BELLVILLE AZ MK                     433.665 METERS 0144053.1 |
 CK5865| CK5868 BELLVILLE RM 2                       24.987 METERS 09131     |
 CK5865|---------------------------------------------------------------------|
 CK5865
 CK5865                          SUPERSEDED SURVEY CONTROL
 CK5865
 CK5865  NAD 83(1986)-  32 09 25.76887(N)    081 58 24.10538(W) AD(       ) 1
 CK5865  NGVD 29 (10/08/91)   60.5    (m)          198.     (f) H LEVEL        
 CK5865
 CK5865.Superseded values are not recommended for survey control.
 CK5865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5865.See file dsdata.txt to determine how the superseded data were derived.
 CK5865
 CK5865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0821658271(NAD 83)
 CK5865_MARKER: DS = TRIANGULATION STATION DISK
 CK5865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5865+STABILITY: SURFACE MOTION
 CK5865
 CK5865  HISTORY     - Date     Condition        Report By
 CK5865  HISTORY     - 1982     MONUMENTED       GADT
 CK5865
 CK5865                          STATION DESCRIPTION
 CK5865
 CK5865'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5865'THE STATION IS LOCATED IN THE NORTH SECTION OF BELLVILLE.
 CK5865'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5865'
 CK5865'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 292 AND
 CK5865'STATE ROUTE 169 IN BELLVILLE, GO NORTH ALONG STATE ROUTE 169
 CK5865'FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 CK5865'
 CK5865'THE STATION IS A STANDARD NGS DISK
 CK5865'STAMPED---BELLVILLE 1982---,
 CK5865'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5865'FLUSH WITH GROUND.  IT IS LOCATED
 CK5865'11.95 METERS (39.20 FT) WEST FROM THE CENTERLINE OF STATE
 CK5865'ROUTE 169,
 CK5865'28.35 METERS (93.00 FT) WEST FROM THE SOUTHWEST CORNER POST
 CK5865'AND GATE POST OF A FENCE ON THE EAST SIDE OF THE ROAD,
 CK5865'9.75 METERS (32.00 FT) NORTH-NORTHWEST FROM THE NORTHEAST
 CK5865'CORNER OF THE BEGINING OF A SIDE WALK TO THE SOUTH,
 CK5865'28.28 METERS (92.80 FT) NORTH-NORTHEAST FROM THE BEGINING
 CK5865'POST AND GATE POST OF A FENCE RUNNING WEST, AND
 CK5865'3.35 METERS (11.00 FT) EAST FROM A WITNESS POST SET AT A
 CK5865'FENCELINE.
 CK5865'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK5865'STAMPED---BELLVILLE 1982---,
 CK5865'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5865'
 CK5865'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CK5865'STAMPED---BELLVILLE NO 1 1982---,
 CK5865'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5865'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5865'12.07 METERS (39.60 FT) WEST FROM THE CENTERLINE OF STATE ROUTE
 CK5865'169,
 CK5865'32.37 METERS (106.2 FT) NORTHWEST FROM THE SOUTHWEST CORNER POST
 CK5865'AND GATE POST OF A FENCE ON THE EAST SIDE OF THE HIGHWAY,
 CK5865'31.94 METERS (104.8 FT) NORTH FROM THE NORTHEAST CORNER OF THE
 CK5865'BEGINING OF A SIDE WALK TO THE SOUTH, AND
 CK5865'3.20 METERS (10.50 FT) EAST FROM A WITNESS POST SET AT A
 CK5865'FENCELINE.
 CK5865'MARK IS LEVEL WITH STATION.
 CK5865'
 CK5865'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CK5865'STAMPED---BELLVILLE NO 2 1982---,
 CK5865'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5865'FLUSH WITH GROUND.  IT IS LOCATED
 CK5865'12.65 METERS (41.50 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 CK5865'24.48 METERS (80.30 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 CK5865'OF THE BEGINING OF THE SIDE WALK TO THE SOUTH,
 CK5865'3.50 METERS (11.50 FT) WEST-SOUTHWEST FROM THE CORNER POST AND
 CK5865'GATE POST OF A FENCE,
 CK5865'43.58 METERS (143.0 FT) EAST-NORTHEAST FROM THE BEGINING POST AND
 CK5865'GATE POST OF A FENCE RUNNING WESTERLY ON THE WEST SIDE OF THE
 CK5865'HIGHWAY AND
 CK5865'3.50 METERS (11.50 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5865'MARK IS LEVEL WITH STATION.
 CK5865'
 CK5865'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CK5865'STAMPED---BELLVILLE 1982---,
 CK5865'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5865'FLUSH WITH GROUND.  IT IS LOCATED
 CK5865'12.34 METERS (40.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE
 CK5865'OF THE HIGHWAY,
 CK5865'7.31 METERS (24.00 FT) SOUTH-SOUTHEAST FROM THE SOUTHEND OF AN
 CK5865'18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 CK5865'21.97 METERS (72.10 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 CK5865'A BRICK HOUSE NOT THE CAR PORT, AND
 CK5865'2.95 METERS (9.70 FT) WEST-NORTHWEST FROM A WITNESS POST NEXT
 CK5865'TO A POWER POLE.
 CK5865'3.4 METER (10 FT) SOUTH FROM
 CK5865'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK5865'STAMPED---BELLVILLE 1982---,
 CK5865'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METERS BELOW THE
 CK5865'SURFACE.
 CK5865'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG STATE
 CK5865'ROUTE 169 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 CK5865'
 CK5865'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5865'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5865'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5865'
 CK5865'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4270 ***********************************************************************
 CK4270  DESIGNATION -  BELLVILLE AZ MK
 CK4270  PID         -  CK4270
 CK4270  STATE/COUNTY-  GA/EVANS
 CK4270  USGS QUAD   -  CLAXTON (1976)
 CK4270
 CK4270                         *CURRENT SURVEY CONTROL
 CK4270  ___________________________________________________________________
 CK4270* NAD 83(1994)-  32 09 39.38543(N)    081 58 19.90851(W)     ADJUSTED  
 CK4270* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 CK4270  ___________________________________________________________________
 CK4270  X           -     754,772.760 (meters)                     COMP
 CK4270  Y           -  -5,351,642.911 (meters)                     COMP
 CK4270  Z           -   3,375,569.058 (meters)                     COMP
 CK4270  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK4270  ELLIP HEIGHT-          30.67  (meters)          (09/03/97) GPS OBS
 CK4270  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CK4270
 CK4270  HORZ ORDER  -  FIRST
 CK4270  ELLP ORDER  -  FOURTH    CLASS II
 CK4270
 CK4270.The horizontal coordinates were established by GPS observations
 CK4270.and adjusted by the National Geodetic Survey in September 1997..
 CK4270
 CK4270.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4270
 CK4270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4270
 CK4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4270
 CK4270.The ellipsoidal height was determined by GPS observations
 CK4270.and is referenced to NAD 83.
 CK4270
 CK4270.The geoid height was determined by GEOID03.
 CK4270
 CK4270;                    North         East     Units Scale Factor Converg.
 CK4270;SPC GA E     -   239,578.041   218,342.078   MT  0.99990415   +0 06 12.7
 CK4270;SPC GA E     -   786,015.62    716,343.97   sFT  0.99990415   +0 06 12.7
 CK4270;UTM  17      - 3,558,688.960   408,329.660   MT  0.99970363   -0 31 03.1
 CK4270
 CK4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4270!SPC GA E     -   0.99999518  x   0.99990415  =   0.99989933
 CK4270!UTM  17      -   0.99999518  x   0.99970363  =   0.99969882
 CK4270
 CK4270                          SUPERSEDED SURVEY CONTROL
 CK4270
 CK4270  NAD 83(1986)-  32 09 39.39003(N)    081 58 19.91011(W) AD(       ) 1
 CK4270  NGVD 29 (12/08/88)   60.8    (m)          199.     (f) GPS OBS        
 CK4270
 CK4270.Superseded values are not recommended for survey control.
 CK4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4270.See file dsdata.txt to determine how the superseded data were derived.
 CK4270
 CK4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0833058689(NAD 83)
 CK4270_MARKER: DZ = AZIMUTH MARK DISK
 CK4270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4270+STABILITY: SURFACE MOTION
 CK4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4270+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1986
 CK4270
 CK4270  HISTORY     - Date     Condition        Report By
 CK4270  HISTORY     - 1982     MONUMENTED       GADT
 CK4270  HISTORY     - 1985     GOOD             NGS
 CK4270  HISTORY     - 19861105 GOOD
 CK4270
 CK4270                          STATION DESCRIPTION
 CK4270
 CK4270'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4270'THE STATION IS LOCATED IN THE NORTH SECTION OF BELLVILLE.
 CK4270'OOWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4270'
 CK4270'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 292 AND
 CK4270'STATE ROUTE 169 IN BELLVILLE, GO NORTH ALONG STATE ROUTE 169
 CK4270'FOR 0.95 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 CK4270'
 CK4270'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CK4270'STAMPED---BELLVILLE 1982---,
 CK4270'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4270'FLUSH WITH GROUND.  IT IS LOCATED
 CK4270'12.34 METERS (40.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 CK4270'HIGHWAY,
 CK4270'7.31 METERS (24.00 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF
 CK4270'AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 CK4270'21.97 METERS (72.10 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 CK4270'A BRICK HOUSE NOT THE CAR PORT, AND
 CK4270'2.95 METERS (9.70 FT) WEST-NORTHWEST FROM A WITNESS POST SET
 CK4270'NEXT TO A POWER POLE.
 CK4270'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK4270'STAMPED---BELLVILLE 1982---,
 CK4270'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK4270'
 CK4270'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4270'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK4270'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK4270'
 CK4270'DESCRIBED BY G.D. JOHNSON.
 CK4270
 CK4270                          STATION RECOVERY (1985)
 CK4270
 CK4270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CK4270'THE STATION WAS RECOVERED AT THIS DATE.
 CK4270'THIS STATION WAS RECOVERED AS WAS STATION BELLVILLE AND REFERENCE
 CK4270'MARKS 1 AND 2.  BECAUSE OF OBSTACLES AT BELLVILLE IT WAS DECIDED TO
 CK4270'USE THIS STATION AS THE GPS STATION.
 CK4270'
 CK4270'THE STATION IS LOCATED IN THE NORTH SECTION OF THE TOWN OF
 CK4270'BELLVILLE ON THE EAST SIDE OF STATE ROUTE 169.
 CK4270'OWNERSHIP--STATE RIGHT OF WAY.
 CK4270'
 CK4270'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 169 AND 292
 CK4270'IN BELLVILLE, GO NORTH ALONG STATE ROUTE 169 FOR 0.95 KM (0.6 MI)
 CK4270'TO THE STATION ON THE RIGHT AT THE FIRST OF A LINE OF BRICK HOUSES
 CK4270'PARALLEL TO THE HIGHWAY.
 CK4270'
 CK4270'THE STATION IS A STANDARD NGS DISK
 CK4270'STAMPED---BELLVILLE 1985---,
 CK4270'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4270'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK4270'22.0 METERS (72.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRICK
 CK4270'HOUSE,
 CK4270'12.2 METERS (40.4 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CK4270'7.3 METERS (24.0 FT) SOUTHEAST FROM THE SOUTH END OF A CONCRETE
 CK4270'PIPE UNDER A DRIVEWAY AND,
 CK4270'2.95 METERS (9.7 FT) WEST FROM A METAL WITNESS POST AT A POWER POLE.
 CK4270'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK4270'STAMPED---BELLVILLE 1982---,
 CK4270'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4270'
 CK4270'DESCRIBED BY B. PUTZIGER.
 CK4270
 CK4270                          STATION RECOVERY (1986)
 CK4270
 CK4270'RECOVERED 1986
 CK4270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5866 ***********************************************************************
 CK5866  DESIGNATION -  BELLVILLE GA PAC CORP TANK
 CK5866  PID         -  CK5866
 CK5866  STATE/COUNTY-  GA/EVANS
 CK5866  USGS QUAD   -  CLAXTON (1976)
 CK5866
 CK5866                         *CURRENT SURVEY CONTROL
 CK5866  ___________________________________________________________________
 CK5866* NAD 83(1994)-  32 08 56.90181(N)    081 57 19.48141(W)     ADJUSTED  
 CK5866* NAVD 88     -                                                        
 CK5866  ___________________________________________________________________
 CK5866  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK5866  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CK5866
 CK5866  HORZ ORDER  -  THIRD
 CK5866
 CK5866.The horizontal coordinates were established by classical geodetic methods
 CK5866.and adjusted by the National Geodetic Survey in September 1997..
 CK5866
 CK5866
 CK5866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5866
 CK5866.The geoid height was determined by GEOID03.
 CK5866
 CK5866;                    North         East     Units Scale Factor Converg.
 CK5866;SPC GA E     -   238,272.544   219,927.811   MT  0.99990490   +0 06 44.7
 CK5866;SPC GA E     -   781,732.50    721,546.49   sFT  0.99990490   +0 06 44.7
 CK5866;UTM  17      - 3,557,366.622   409,900.833   MT  0.99970011   -0 30 30.4
 CK5866
 CK5866                          SUPERSEDED SURVEY CONTROL
 CK5866
 CK5866  NAD 83(1986)-  32 08 56.90403(N)    081 57 19.48644(W) AD(       ) 4
 CK5866
 CK5866.Superseded values are not recommended for survey control.
 CK5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5866.See file dsdata.txt to determine how the superseded data were derived.
 CK5866
 CK5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0990157367(NAD 83)
 CK5866_MARKER: 53 = ELEVATED TANK
 CK5866
 CK5866  HISTORY     - Date     Condition        Report By
 CK5866  HISTORY     - 1982     FIRST OBSERVED   GADT
 CK5866
 CK5866                          STATION DESCRIPTION
 CK5866
 CK5866'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5866'THE STATION, BELLVILLE GEORGIA PACIFIC CORPORATION TANK, IS
 CK5866'THE APEX OF A VENT APPROXIMATELY 27.4 METERS (90 FT) ABOVE THE
 CK5866'SURFACE OF THE GROUND ON TOP OF A SILVER CYLINDRICAL WATER
 CK5866'TANK WITH THREE TUBULAR LEGS THAT CONVERGE AT THE BOTTOM CENTER
 CK5866'OF THE TANK.  THE STATION IS APPROXIMATELY 1.6 KM (1 MI)
 CK5866'EAST-SOUTHEAST FROM BELLVILLE, 2 KM (1.25 MI) WEST FROM HAGIN,
 CK5866'AND 0.4 KM (0.25 MI) SOUTH FROM U.S. HIGHWAY 280.
 CK5866'
 CK5866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CK5866'STATE ROUTE 292 AT THE EAST SIDE OF BELLVILLE, GO EAST ALONG
 CK5866'U.S. HIGHWAY 280 FOR 0.5 KM (0.35 MI) TO THE JUNCTION OF PAVED
 CK5866'COUNTY ROAD 230 TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG
 CK5866'COUNTY ROAD 230 FOR 0.4 KM (0.25 MI) CROSSING THE RAILROAD TRACKS
 CK5866'TO THE JUNCTION OF A DRIVEWAY TO THE LEFT.  TURN LEFT GOING EAST
 CK5866'ALONG THE DRIVEWAY FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF A
 CK5866'DRIVEWAY TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG THE DRIVEWAY
 CK5866'FOR ABOUT 61 METERS (200 FT) TO THE STATION.
 CK5866'
 CK5866'THE STATION IS LOCATED ABOUT 23 METERS (75 FT) NORTH FROM A FRAME
 CK5866'BUILDING AND 18.28 METERS (60 FT) WEST FROM THE WEST EDGE OF A
 CK5866'METAL BUILDING.
 CK5866'OWNERSHIP--BELLVILLE GEORGIA PACIFIC CORPORATION.
 CK5866'
 CK5866'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0072 ***********************************************************************
 DG0072  DESIGNATION -  BELT
 DG0072  PID         -  DG0072
 DG0072  STATE/COUNTY-  GA/DE KALB
 DG0072  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0072
 DG0072                         *CURRENT SURVEY CONTROL
 DG0072  ___________________________________________________________________
 DG0072* NAD 83(1994)-  33 47 41.52433(N)    084 18 32.86308(W)     ADJUSTED  
 DG0072* NAVD 88     -       289.333  (meters)     949.25   (feet)  POSTED    
 DG0072  ___________________________________________________________________
 DG0072  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DG0072  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0072  DYNAMIC HT  -         289.010 (meters)     948.19  (feet)  COMP
 DG0072  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 DG0072
 DG0072  HORZ ORDER  -  FIRST
 DG0072  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DG0072
 DG0072.The horizontal coordinates were established by classical geodetic methods
 DG0072.and adjusted by the National Geodetic Survey in September 1997..
 DG0072
 DG0072.The orthometric height was determined by differential leveling
 DG0072.and adjusted by the National Geodetic Survey in 1992..
 DG0072.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DG0072.rate of 2.1 thru 3.0 mm/km.
 DG0072
 DG0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0072
 DG0072.The geoid height was determined by GEOID03.
 DG0072
 DG0072.The dynamic height is computed by dividing the NAVD 88
 DG0072.geopotential number by the normal gravity value computed on the
 DG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0072.degrees latitude (g = 980.6199 gals.).
 DG0072
 DG0072.The modeled gravity was interpolated from observed gravity values.
 DG0072
 DG0072;                    North         East     Units Scale Factor Converg.
 DG0072;SPC GA W     -   420,761.721   686,808.444   MT  0.99990214   -0 04 45.3
 DG0072;SPC GA W     - 1,380,449.08  2,253,304.04   sFT  0.99990214   -0 04 45.3
 DG0072;UTM  16      - 3,742,667.085   749,127.056   MT  1.00036519   +1 29 51.0
 DG0072
 DG0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0072!SPC GA W     -   0.99995921  x   0.99990214  =   0.99986136
 DG0072!UTM  16      -   0.99995921  x   1.00036519  =   1.00032439
 DG0072
 DG0072|---------------------------------------------------------------------|
 DG0072| PID    Reference Object                     Distance      Geod. Az  |
 DG0072|                                                           dddmmss.s |
 DG0072| DG0073 JUNCTION                            282.311 METERS 05323     |
 DG0072| DG0071 ESTATE                              396.692 METERS 26559     |
 DG0072|---------------------------------------------------------------------|
 DG0072
 DG0072                          SUPERSEDED SURVEY CONTROL
 DG0072
 DG0072  NAD 83(1986)-  33 47 41.52887(N)    084 18 32.86348(W) AD(       ) 1
 DG0072  NAD 27      -  33 47 41.15400(N)    084 18 33.14100(W) AD(       ) 1
 DG0072  NGVD 29 (??/??/92)  289.270  (m)          949.05   (f) ADJ UNCH    1 2
 DG0072
 DG0072.Superseded values are not recommended for survey control.
 DG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0072.See file dsdata.txt to determine how the superseded data were derived.
 DG0072
 DG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4912742667(NAD 83)
 DG0072_MARKER: DE = TRAVERSE STATION DISK
 DG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0072_STAMPING: 949.047 BELT 1926
 DG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0072+STABILITY: SURFACE MOTION
 DG0072
 DG0072  HISTORY     - Date     Condition        Report By
 DG0072  HISTORY     - 1927     MONUMENTED       CGS
 DG0072  HISTORY     - 1953     GOOD             CGS
 DG0072  HISTORY     - 1960     MARK NOT FOUND   GAHD
 DG0072  HISTORY     - 1969     MARK NOT FOUND   NGS
 DG0072
 DG0072                          STATION DESCRIPTION
 DG0072
 DG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0072'TRAVERSE STATION AND BENCH MARK IS ABOUT 500 FEET AROUND
 DG0072'THE CURVE OF THE SEABOARD RAILROAD MAIN LINE AT BELT JUNCTION
 DG0072'GEORGIA, ON A HIGH BANK BETWEEN THE SEABOARD MAIN LINE AND BELT
 DG0072'LINE.  34.48 FEET S FROM CENTER OF THE SEABOARD RAILROAD MAIN LINE
 DG0072'TRACKS.  63.4 FEET N FROM CENTER OF SEABOARD BELT LINE.  IT
 DG0072'IS ABOUT 4 FEET S FROM EXTENSION OF TANGENT OF S RAIL OF
 DG0072'THE SEABOARD RAILROAD FROM THE W.
 DG0072'
 DG0072'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0072'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0072'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG0072
 DG0072                          STATION RECOVERY (1953)
 DG0072
 DG0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG0072'STATION IS LOCATED ABOUT 4.5 MI. (AIRLINE) NE OF FIVE POINTS IN
 DG0072'DOWNTOWN ATLANTA, JUST E OF THE JUNCTION OF THE SEABOARD
 DG0072'AIRLINE RAILROAD MAIN LINE AND THE BELT LINE, ABOUT 0.75 MI.
 DG0072'E OF THE EMORY RAILROAD STATION, 32 FT. S OF THE S RAIL
 DG0072'OF THE MAIN LINE, 45 FT. N OF THE N RAIL OF THE BELT LINE,
 DG0072'AND 5 FT. NW OF A TELEGRAPH POLE.  IT IS A STANDARD DISK,
 DG0072'STAMPED BELT 1926 949.047 AND SET IN THE TOP OF A CONCRETE
 DG0072'POST, ACCESS TO WHICH IS HAD THROUGH A CAST-IRON COVER.  IT
 DG0072'IS 1 FT. BELOW THE LEVEL OF THE GROUND, AND ABOUT 12 FT.
 DG0072'HIGHER THAN THE TRACKS OF THE MAIN LINE.
 DG0072'
 DG0072'THIS IS A TRAVERSE STATION.
 DG0072
 DG0072                          STATION RECOVERY (1960)
 DG0072
 DG0072'RECOVERY NOTE BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1960
 DG0072'STATION NOT RECOVERED.  RAILROAD HAS DONE SOME EXCAVATION
 DG0072'AND MOVED THE HIGH BANK WHERE THE MONUMENT WAS SET.
 DG0072
 DG0072                          STATION RECOVERY (1969)
 DG0072
 DG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DG0072'AT ATLANTA.
 DG0072'AT ATLANTA, DE KALB COUNTY, 4.5 MILES NORTHEAST OF DOWNTOWN
 DG0072'FIVE POINTS, AT THE WEST POINT OF THE TRIANGLE FORMED BY THE
 DG0072'JUNCTION OF THE SEABOARD AIR LINE RAILROAD AND THE BELT LINE,
 DG0072'BETWEEN THE MAIN LINE AND THE BELT LINE, ON A HIGH BANK, 45 FEET
 DG0072'NORTH OF THE NORTH RAIL OF THE BELT LINE, 32 FEET SOUTH OF THE
 DG0072'SOUTH RAIL OF THE MAIN LINE, ON THE EXTENSION OF THE TANGENT
 DG0072'OF THE SOUTH RAIL OF THE MAIN LINE FROM THE WEST, 5 FEET NORTHWEST
 DG0072'OF A POLE, AND ABOUT 12 FEET HIGHER THAN THE MAIN LINE TRACKS.  A
 DG0072'STANDARD TRAVERSE-STATION DISK, STAMPED 949.047 BELT 1926 AND
 DG0072'SET UNDER GROUND IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH
 DG0072'IS HAD THROUGH A CAST-IRON MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1086 ***********************************************************************
 BR1086  DESIGNATION -  BELVIDERE
 BR1086  PID         -  BR1086
 BR1086  STATE/COUNTY-  GA/BRYAN
 BR1086  USGS QUAD   -  OAK LEVEL (1979)
 BR1086
 BR1086                         *CURRENT SURVEY CONTROL
 BR1086  ___________________________________________________________________
 BR1086* NAD 83(1994)-  31 50 11.22769(N)    081 10 54.85015(W)     ADJUSTED  
 BR1086* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1086  ___________________________________________________________________
 BR1086  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BR1086  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 BR1086
 BR1086  HORZ ORDER  -  SECOND
 BR1086
 BR1086.The horizontal coordinates were established by classical geodetic methods
 BR1086.and adjusted by the National Geodetic Survey in September 1997..
 BR1086
 BR1086.The orthometric height was scaled from a topographic map.
 BR1086
 BR1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1086
 BR1086.The geoid height was determined by GEOID03.
 BR1086
 BR1086;                    North         East     Units Scale Factor Converg.
 BR1086;SPC GA E     -   204,006.173   293,210.955   MT  1.00000712   +0 31 10.2
 BR1086;SPC GA E     -   669,310.25    961,976.27   sFT  1.00000712   +0 31 10.2
 BR1086;UTM  17      - 3,522,322.293   482,787.865   MT  0.99960365   -0 05 45.4
 BR1086
 BR1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1086!SPC GA E     -   1.00000459  x   1.00000712  =   1.00001171
 BR1086!UTM  17      -   1.00000459  x   0.99960365  =   0.99960824
 BR1086
 BR1086|---------------------------------------------------------------------|
 BR1086| PID    Reference Object                     Distance      Geod. Az  |
 BR1086|                                                           dddmmss.s |
 BR1086| CW4619 BELVIDERE RM 1                       34.302 METERS 03629     |
 BR1086| BR1091 LITTLE BUZZARD 2                    APPROX. 5.8 KM 0612044.7 |
 BR1086| BR1078 EAST ROUND TARGET REAR RANGE        APPROX. 3.0 KM 1344459.3 |
 BR1086| CW4620 BELVIDERE RM 2                       40.828 METERS 13729     |
 BR1086|---------------------------------------------------------------------|
 BR1086
 BR1086                          SUPERSEDED SURVEY CONTROL
 BR1086
 BR1086  NAD 83(1986)-  31 50 11.24339(N)    081 10 54.86069(W) AD(       ) 2
 BR1086  NAD 27      -  31 50 10.45700(N)    081 10 55.49400(W) AD(       ) 2
 BR1086
 BR1086.Superseded values are not recommended for survey control.
 BR1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1086.See file dsdata.txt to determine how the superseded data were derived.
 BR1086
 BR1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8278822322(NAD 83)
 BR1086_MARKER: DS = TRIANGULATION STATION DISK
 BR1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1086
 BR1086  HISTORY     - Date     Condition        Report By
 BR1086  HISTORY     - 1932     MONUMENTED       CGS
 BR1086  HISTORY     - 1934     GOOD             CGS
 BR1086
 BR1086                          STATION DESCRIPTION
 BR1086
 BR1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CMD)
 BR1086'ON THE PROPERTY OF THE FORD FARMS, AT THE LANDING, 1/4 MI. SE OF
 BR1086'THE OLD BELVIDERE PLANTATION HOUSE, ON THE N AND S TREE LINE
 BR1086'ALONG THE MARSH EDGE ABOUT 1-1/4 MI. W OF THE FLORIDA PASSAGE
 BR1086'AT SKIPPER NARROWS, AND 1-3/4 MI. SW OF THE OGEECHEE RIVER.
 BR1086'THE STATION IS IN FIRM GROUND OF BLACK SANDY LOAM, IN A SMALL
 BR1086'CLEARING NEAR THE END OF THE TRAIL THAT COMES DOWN TO THE SHORE
 BR1086'FROM THE DESERTED PLANTATION, AND W OF A SMALL OYSTER SHELL
 BR1086'CAUSEWAY WHICH GOES E OUT INTO THE MARSH ABOUT 100 YDS. TO A
 BR1086'SUNKEN BOAT HOUSE.  STATION IS ON THE SITE OF A FORMER SAW
 BR1086'MILL AND THERE REMAINS SEVERAL PILES OF LUMBER IN THE
 BR1086'IMMEDIATE VICINITY.  MARK IS 5 IN ABOVE THE SURFACE, 235 FT W
 BR1086'OF APPROX.  HWL, 120 FT W OF TREE LINE, 59.7 FT N OF BANK OF
 BR1086'SLOUGH IN WHICH ARE SEVERAL SUNKEN BOATS, AND 54 FT N OF
 BR1086'TRAIL.
 BR1086'
 BR1086'R.M. 1 (3 IN ABOVE SURFACE) IS 235 FT W OF APPROX. HWL OF MARSH,
 BR1086'120 FT W OF TREE LINE, 172.2 FT N OF SLOUGH BANK, IN A CLUMP OF
 BR1086'SMALL PINES.
 BR1086'
 BR1086'R.M. 2 (2 IN ABOVE) IS 100 FT W OF APPROX. HWL, 15 FT E OF TREE
 BR1086'LINE, 48.5 FT N OF SLOUGH BANK, 20 FT S OF TRAIL WHICH GOES
 BR1086'ON CAUSEWAY.
 BR1086'
 BR1086'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BR1086
 BR1086                          STATION RECOVERY (1934)
 BR1086
 BR1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1086'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2040 ***********************************************************************
 CM2040  DESIGNATION -  BEN
 CM2040  PID         -  CM2040
 CM2040  STATE/COUNTY-  GA/MUSCOGEE
 CM2040  USGS QUAD   -  UPATOI (1985)
 CM2040
 CM2040                         *CURRENT SURVEY CONTROL
 CM2040  ___________________________________________________________________
 CM2040* NAD 83(1994)-  32 32 49.83452(N)    084 44 24.64247(W)     ADJUSTED  
 CM2040* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CM2040  ___________________________________________________________________
 CM2040  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CM2040  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CM2040
 CM2040  HORZ ORDER  -  FIRST
 CM2040
 CM2040.The horizontal coordinates were established by classical geodetic methods
 CM2040.and adjusted by the National Geodetic Survey in September 1997..
 CM2040
 CM2040.The orthometric height was scaled from a topographic map.
 CM2040
 CM2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2040
 CM2040.The geoid height was determined by GEOID03.
 CM2040
 CM2040;                    North         East     Units Scale Factor Converg.
 CM2040;SPC GA W     -   282,533.086   646,136.379   MT  0.99993576   -0 18 30.8
 CM2040;SPC GA W     -   926,943.97  2,119,865.77   sFT  0.99993576   -0 18 30.8
 CM2040;UTM  16      - 3,603,340.730   712,198.212   MT  1.00015528   +1 12 58.4
 CM2040
 CM2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2040!SPC GA W     -   0.99998448  x   0.99993576  =   0.99992024
 CM2040!UTM  16      -   0.99998448  x   1.00015528  =   1.00013976
 CM2040
 CM2040|---------------------------------------------------------------------|
 CM2040| PID    Reference Object                     Distance      Geod. Az  |
 CM2040|                                                           dddmmss.s |
 CM2040| CY8072 BEN RM                                             15314     |
 CM2040| CM2039 JENK                                196.218 METERS 28811     |
 CM2040|---------------------------------------------------------------------|
 CM2040
 CM2040                          SUPERSEDED SURVEY CONTROL
 CM2040
 CM2040  NAD 83(1994)-  32 32 49.83892(N)    084 44 24.64269(W) AD(       ) 1
 CM2040  NAD 83(1986)-  32 32 49.84082(N)    084 44 24.64274(W) AD(       ) 1
 CM2040  NAD 27      -  32 32 49.33800(N)    084 44 24.89900(W) AD(       ) 1
 CM2040
 CM2040.Superseded values are not recommended for survey control.
 CM2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2040.See file dsdata.txt to determine how the superseded data were derived.
 CM2040
 CM2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1219803341(NAD 83)
 CM2040_MARKER: N = NAIL
 CM2040_SETTING: 0 = UNSPECIFIED SETTING
 CM2040
 CM2040  HISTORY     - Date     Condition        Report By
 CM2040  HISTORY     - 1917     MONUMENTED       CGS
 CM2040  HISTORY     - 1954     MARK NOT FOUND   USA
 CM2040  HISTORY     - 1954     MARK NOT FOUND   CGS
 CM2040
 CM2040                          STATION DESCRIPTION
 CM2040
 CM2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (GDC)
 CM2040'AT UPATOI, ON THE CENTRAL OF GEORGIA RAILWAY, 15 METERS (49 FEET)
 CM2040'EAST OF THE DEPOT, 6.875 METERS (22.56 FEET) TO THE RIGHT FROM THE
 CM2040'RAIL.  SURFACE MARK IS NAIL IN CONCRETE MOUND, UNDERGROUND MARK IS
 CM2040'A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND CONTAINING AT THE CENTER
 CM2040'OF ITS UPPER SURFACE AN IRON NAIL WITH THE POINT PROJECTING ABOVE
 CM2040'THE CONCRETE.  REFERENCE MARK IS NAIL OR BOLT IN CONCRETE
 CM2040'MOUND, 23.00 METERS (75.5 FEET) FROM STATION.
 CM2040
 CM2040                          STATION RECOVERY (1954)
 CM2040
 CM2040'RECOVERY NOTE BY US ARMY 1954
 CM2040'THE 175TH FA BN. AND 188TH FA BN., FORT BENNING, GEORGIA, REPORTED--
 CM2040'
 CM2040'NOT RECOVERED ALTHOUGH THE AREA WAS SPADED.
 CM2040
 CM2040                          STATION RECOVERY (1954)
 CM2040
 CM2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2040'THE STATION AND REFERENCE MARK WERE NOT FOUND AT THIS DATE, AND IT
 CM2040'IS BELIEVED THEY ARE DESTROYED.  THE SITE OF THE STATION MARK IS
 CM2040'NOW A ROAD USED TO LOAD PULPWOOD AT THE SIDING.  CONSIDERABLE
 CM2040'DIGGING AND PROBING WAS DONE TO NO AVAIL.
 CM2040'
 CM2040'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3238 ***********************************************************************
 DG3238  DESIGNATION -  BEN
 DG3238  PID         -  DG3238
 DG3238  STATE/COUNTY-  GA/FULTON
 DG3238  USGS QUAD   -  BEN HILL (1982)
 DG3238
 DG3238                         *CURRENT SURVEY CONTROL
 DG3238  ___________________________________________________________________
 DG3238* NAD 83(1994)-  33 41 57.93976(N)    084 31 25.35995(W)     ADJUSTED  
 DG3238* NAVD 88     -       311.3    (meters)    1021.     (feet)  VERTCON   
 DG3238  ___________________________________________________________________
 DG3238  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG3238  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG3238
 DG3238  HORZ ORDER  -  FIRST
 DG3238
 DG3238.The horizontal coordinates were established by classical geodetic methods
 DG3238.and adjusted by the National Geodetic Survey in September 1997..
 DG3238
 DG3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3238
 DG3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3238
 DG3238.The geoid height was determined by GEOID03.
 DG3238
 DG3238;                    North         East     Units Scale Factor Converg.
 DG3238;SPC GA W     -   410,224.861   666,902.029   MT  0.99991350   -0 11 53.2
 DG3238;SPC GA W     - 1,345,879.40  2,187,994.41   sFT  0.99991350   -0 11 53.2
 DG3238;UTM  16      - 3,731,582.751   729,509.877   MT  1.00024943   +1 22 28.3
 DG3238
 DG3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3238!SPC GA W     -   0.99995577  x   0.99991350  =   0.99986927
 DG3238!UTM  16      -   0.99995577  x   1.00024943  =   1.00020519
 DG3238
 DG3238:                Primary Azimuth Mark                     Grid Az
 DG3238:SPC GA W     -  CHATMAN                                  028 39 01.5
 DG3238:UTM  16      -  CHATMAN                                  027 04 40.0
 DG3238
 DG3238|---------------------------------------------------------------------|
 DG3238| PID    Reference Object                     Distance      Geod. Az  |
 DG3238|                                                           dddmmss.s |
 DG3238| DG2772 CHATMAN                             APPROX. 9.0 KM 0282708.3 |
 DG3238| CZ2824 BEN RM 1                                           04855     |
 DG3238| CZ2825 BEN RM 2                                           14124     |
 DG3238| DG3241 BEN RM 3                             12.526 METERS 24829     |
 DG3238| CZ2826 BEN RM 4                             11.371 METERS 31845     |
 DG3238|---------------------------------------------------------------------|
 DG3238
 DG3238                          SUPERSEDED SURVEY CONTROL
 DG3238
 DG3238  NAD 83(1994)-  33 41 57.94741(N)    084 31 25.35883(W) AD(       ) 1
 DG3238  NAD 83(1986)-  33 41 57.94755(N)    084 31 25.35856(W) AD(       ) 1
 DG3238  NAD 27      -  33 41 57.56000(N)    084 31 25.60000(W) AD(       ) 1
 DG3238  NGVD 29 (07/19/86)  311.2    (m)         1021.     (f) VERT ANG       
 DG3238
 DG3238.Superseded values are not recommended for survey control.
 DG3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3238.See file dsdata.txt to determine how the superseded data were derived.
 DG3238
 DG3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2951031583(NAD 83)
 DG3238_MARKER: DS = TRIANGULATION STATION DISK
 DG3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3238
 DG3238  HISTORY     - Date     Condition        Report By
 DG3238  HISTORY     - 1927     MONUMENTED       CGS
 DG3238  HISTORY     - 1953     GOOD             CGS
 DG3238  HISTORY     - 1973     GOOD             NGS
 DG3238
 DG3238                          STATION DESCRIPTION
 DG3238
 DG3238'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG3238'STATION IS ABOUT 1.5 MILES NW FROM BEN HILL, ON THE PROPERTY
 DG3238'OF T.E. CAMP, 25 FEET W FROM KIMBLE ROAD.
 DG3238'
 DG3238'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG3238'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG3238'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.  MARK
 DG3238'IS IN A CULTIVATED FIELD ON THE PROPERTY OF T.E. CAMP 25 FEET
 DG3238'W FROM ROAD.
 DG3238'
 DG3238'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 DG3238'CYLINDERS.
 DG3238'
 DG3238'TO REACH STATION GO OUT LEE STREET TO CAMPBELLTON ROAD, TURN
 DG3238'RIGHT AND GO 4.8 MILES TO BEN HILL.  GO STRAIGHT ON THE SAME
 DG3238'ROAD FOR 1.5 MILES TO FIRST DIRT ROAD AFTER CROSSING WOODEN
 DG3238'BRIDGE OVER ATLANTA, BIRMINGHAM AND COAST RAILROAD, TURN RIGHT
 DG3238'AND GO 0.3 MILE TO STATION.
 DG3238'
 DG3238'HEIGHT OF SIGNAL ABOVE STATION MARK - 25 FEET.
 DG3238
 DG3238                          STATION RECOVERY (1953)
 DG3238
 DG3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG3238'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DG3238'REFERENCE MARK 1 WAS FOUND ON THE TOP OF THE GROUND, THE
 DG3238'DISK WAS RECLAIMED.  REFERENCE MARK 2 WAS NOT FOUND AND WAS
 DG3238'BELIEVED TO BE UNDER THE NEW FILL MADE TO WIDEN THE ROAD.  A
 DG3238'NEW DESCRIPTION FOLLOWS--
 DG3238'
 DG3238'THE STATION IS LOCATED ABOUT 0.5 MI. NW OF BEN HILL, AND 0.3
 DG3238'MI. N OF CAMPBELLTON ROAD.  IT IS 25 FT. W OF KIMBERLY ROAD, 135
 DG3238'FT. N OF A POWERLINE POLE WITH A TRANSFORMER, 135 FT. W-SW
 DG3238'OF A POWERLINE POLE WHICH IS E OF KIMBERLY ROAD, AND 65 FT.
 DG3238'S OF A POWERLINE POLE.  IT IS A STANDARD DISK, STAMPED BEN 1926
 DG3238'AND COVERED WITH A CAST-IRON MANHOLE COVER WHICH IS FLUSH
 DG3238'WITH THE GROUND.  THE STATION IS ABOUT 3 FT. HIGHER THAN THE
 DG3238'LEVEL OF THE ROAD.
 DG3238'
 DG3238'TO REACH THE STATION FROM THE BEN HILL POST OFFICE, GO W ON
 DG3238'CAMPBELLTON ROAD FOR 0.4 MI. TO AN OVERPASS OVER THE RAILROAD,
 DG3238'CONTINUE FOR 0.3 MI. TO A SIDE ROAD RIGHT (KIMBERLY ROAD).
 DG3238'TURN RIGHT ON KIMBERLY ROAD FOR 0.3 MI. TO THE HIGHEST POINT
 DG3238'OF THE HILL AND THE STATION.
 DG3238
 DG3238                          STATION RECOVERY (1973)
 DG3238
 DG3238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3238'RM 5 (AZ MK) BLOCKED BY TERRAIN
 DG3238'
 DG3238'THE STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  BOTH
 DG3238'REFERENCE MARKS WERE PREVIOUSLY NOTED DESTROYED.  A TOWER CANNOT
 DG3238'BE USED OVER THE STATION SO REFERENCE MARKS 3, 4 AND 5 WERE
 DG3238'ESTABLISHED USING REFERENCE MARK 3 AS THE STATION.  A NEW
 DG3238'DESCRIPTION FOLLOWS.
 DG3238'
 DG3238'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF THE JUNCTION OF
 DG3238'INTERSTATE HIGHWAY 285 AND STATE HIGHWAY 166 ON THE WEST SIDE
 DG3238'OF ATLANTA, 1 MILE EAST OF THE WEST BOUNDARY OF ATLANTA, 0.3 MILE
 DG3238'NORTH OF CAMPBELLTON ROAD, IN THE FRONT YARD OF THE RESIDENCE
 DG3238'AT 2005 KIMBERLY ROAD, OWNED AND OCCUPIED BY E. N. SCOTT.
 DG3238'
 DG3238'THE STATION MARK, A STANDARD DISK STAMPED BEN 1926, IS SET IN THE
 DG3238'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 DG3238'THE GROUND, AND SURROUNDED BY AN IRON PIPE WITH COVER THAT
 DG3238'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 61 FEET EAST OF THE
 DG3238'SOUTHEAST CORNER OF THE CARPORT, 10 FEET NORTHWEST OF THE CURB, 5
 DG3238'FEET NORTH-NORTHEAST OF THE NORTH EDGE OF THE DRIVEWAY, AND 3
 DG3238'FEET HIGHER THAN THE ROAD.
 DG3238'
 DG3238'REFERENCE MARK 3, A STANDARD DISK STAMPED BEN 1927 NO 3 1973,
 DG3238'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3238'IS FLUSH WITH THE GROUND.  IT IS 40.0 FEET NORTHEAST OF THE
 DG3238'NORTHEAST CORNER OF THE CARPORT AT 2015 KIMBERLY ROAD, 38.5 FEET
 DG3238'WEST-NORTH-WEST OF STREET CURB, 28.8 FEET EAST-SOUTHEAST OF THE
 DG3238'SOUTHEAST CORNER OF CARPORT AT 2005 KIMBERLY ROAD, AND 11.0 FEET
 DG3238'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF THE DRIVEWAY.
 DG3238'
 DG3238'REFERENCE MARK 4, A STANDARD DISK STAMPED BEN 1927 NO 4 1973, IS
 DG3238'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 DG3238'GROUND.  IT IS 44.0 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 DG3238'OF THE CARPORT, 43.5 FEET WEST-NORTHWEST OF THE CURB, 38.2 FEET
 DG3238'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, AND 21.0
 DG3238'FEET NORTH-NORTHEAST OF THE NORTH EDGE OF THE DRIVEWAY.
 DG3238'
 DG3238'REFERENCE MARK 5, A STANDARD DISK STAMPED BEN 1927 NO 5 1973, IS
 DG3238'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3238'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 38 FEET EAST OF UTILITY POLE
 DG3238'48 4150, 18 FEET SOUTH OF THE CENTER OF CAMPBELLTON ROAD, 10.5
 DG3238'FEET WEST OF A FIRE HYDRANT, 1.5 FEET WEST OF A METAL WITNESS
 DG3238'POST, ON THE EXTENDED TANGENT OF THE EAST CURB OF KIMBERLY
 DG3238'ROAD.
 DG3238'
 DG3238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3238'IN ATLANTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3241 ***********************************************************************
 DG3241  DESIGNATION -  BEN RM 3
 DG3241  PID         -  DG3241
 DG3241  STATE/COUNTY-  GA/FULTON
 DG3241  USGS QUAD   -  BEN HILL (1982)
 DG3241
 DG3241                         *CURRENT SURVEY CONTROL
 DG3241  ___________________________________________________________________
 DG3241* NAD 83(1994)-  33 41 57.79064(N)    084 31 25.81247(W)     ADJUSTED  
 DG3241* NAVD 88     -       311.5    (meters)    1022.     (feet)  VERTCON   
 DG3241  ___________________________________________________________________
 DG3241  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG3241  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG3241
 DG3241  HORZ ORDER  -  FIRST
 DG3241
 DG3241.The horizontal coordinates were established by classical geodetic methods
 DG3241.and adjusted by the National Geodetic Survey in September 1997..
 DG3241
 DG3241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3241
 DG3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3241
 DG3241.The geoid height was determined by GEOID03.
 DG3241
 DG3241;                    North         East     Units Scale Factor Converg.
 DG3241;SPC GA W     -   410,220.308   666,890.361   MT  0.99991351   -0 11 53.4
 DG3241;SPC GA W     - 1,345,864.46  2,187,956.13   sFT  0.99991351   -0 11 53.4
 DG3241;UTM  16      - 3,731,577.877   729,498.334   MT  1.00024936   +1 22 28.1
 DG3241
 DG3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3241!SPC GA W     -   0.99995574  x   0.99991351  =   0.99986925
 DG3241!UTM  16      -   0.99995574  x   1.00024936  =   1.00020508
 DG3241
 DG3241|---------------------------------------------------------------------|
 DG3241| PID    Reference Object                     Distance      Geod. Az  |
 DG3241|                                                           dddmmss.s |
 DG3241| CZ2826 BEN RM 4                             13.790 METERS 01734     |
 DG3241| DG3238 BEN                                  12.526 METERS 06829     |
 DG3241| CZ2827 BEN RM 5                                           1825538.7 |
 DG3241|---------------------------------------------------------------------|
 DG3241
 DG3241                          SUPERSEDED SURVEY CONTROL
 DG3241
 DG3241  NAD 83(1994)-  33 41 57.79823(N)    084 31 25.81152(W) AD(       ) 1
 DG3241  NAD 83(1986)-  33 41 57.79831(N)    084 31 25.81146(W) AD(       ) 1
 DG3241  NAD 27      -  33 41 57.41086(N)    084 31 26.05282(W) AD(       ) 1
 DG3241  NGVD 29 (07/19/86)  311.4    (m)         1022.     (f) VERT ANG       
 DG3241
 DG3241.Superseded values are not recommended for survey control.
 DG3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3241.See file dsdata.txt to determine how the superseded data were derived.
 DG3241
 DG3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2949831578(NAD 83)
 DG3241_MARKER: DR = REFERENCE MARK DISK
 DG3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3241
 DG3241  HISTORY     - Date     Condition        Report By
 DG3241  HISTORY     - 1973     MONUMENTED       NGS
 DG3241
 DG3241                          STATION DESCRIPTION
 DG3241
 DG3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3241'THIS STATION HAS BEEN ESTABLISHED BECAUSE BEN 1927 CANNOT BE
 DG3241'USED WITH A TOWER.
 DG3241'
 DG3241'THE STATION IS LOCATED 1.5 MILES NORTHWEST OF THE JUNCTION OF
 DG3241'INTERSTATE HIGHWAY 285 AND STATE HIGHWAY 166 ON THE WEST SIDE OF
 DG3241'ATLANTA, 1 MILE EAST OF THE WEST BOUNDARY OF ATLANTA, 0.3 MILE
 DG3241'NORTH OF CAMPBELLTON ROAD, IN THE FRONT YARD OF 2005 KIMBERLY
 DG3241'ROAD, OWNED AND OCCUPIED BY E. N. SCOTT.
 DG3241'
 DG3241'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 285 AND
 DG3241'166, GO WEST ON HIGHWAY 166 (CAMPBELLTON ROAD) FOR 1.3 MILES
 DG3241'TO KIMBERLY ROAD ON THE RIGHT AND REFERENCE MARK 5 ON THE
 DG3241'LEFT.  TURN RIGHT AND GO 0.25 MILE TO TOP OF GRADE AND THE
 DG3241'STATION ON THE LEFT.
 DG3241'
 DG3241'THE STATION MARK, A STANDARD REFERENCE MARK DISK, IS STAMPED
 DG3241'BEN 1927 NO 3 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DG3241'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 40.0
 DG3241'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CARPORT NEXT DOOR,
 DG3241'38.5 FEET WEST-NORTHWEST OF THE STREET CURB, 28.8 FEET
 DG3241'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CARPORT AT 2005,
 DG3241'AND 11.0 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF THE CONCRETE
 DG3241'DRIVEWAY.
 DG3241'
 DG3241'BEN 1927, A STANDARD DISK STAMPED BEN 1926, IS SET IN THE TOP
 DG3241'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 DG3241'THE GROUND AND SURROUNDED BY AN IRON PIPE WITH COVER THAT PROJECTS
 DG3241'3 INCHES ABOVE GROUND.  IT IS 61 FEET EAST OF THE SOUTHEAST
 DG3241'CORNER OF THE CARPORT, 10 FEET NORTHWEST OF THE CURB, 5 FEET
 DG3241'NORTH-NORTHEAST OF THE NORTH EDGE OF THE DRIVEWAY, AND 3 FEET
 DG3241'HIGHER THAN THE ROAD.
 DG3241'
 DG3241'REFERENCE MARK 4, A STANDARD DISK STAMPED BEN 1927 NO 4 1973,
 DG3241'IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 DG3241'GROUND.  IT IS 44.0 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 DG3241'OF THE CARPORT, 43.5 FEET WEST-NORTHWEST OF THE CURB, 38.2 FEET
 DG3241'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, AND 21.0
 DG3241'FEET NORTH-NORTHEAST OF THE NORTH EDGE OF THE DRIVEWAY.
 DG3241'
 DG3241'REFERENCE MARK 5, A STANDARD DISK STAMPED BEN 1927 NO 5 1973, IS
 DG3241'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3241'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 38 FEET EAST OF UTILITY
 DG3241'POLE 48 4150, 18 FEET SOUTH OF THE CENTER OF CAMPBELLTON ROAD,
 DG3241'10.5 FEET WEST OF A FIRE HYDRANT, AND 1.5 FEET WEST OF A METAL
 DG3241'WITNESS POST.  IT IS ON THE EXTENDED TANGENT OF THE EAST CURB
 DG3241'OF KIMBERLY ROAD.
 DG3241'
 DG3241'HEIGHT OF LIGHT ABOVE STATION MARK 25.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1184 ***********************************************************************
 BR1184  DESIGNATION -  BEND
 BR1184  PID         -  BR1184
 BR1184  STATE/COUNTY-  GA/MCINTOSH
 BR1184  USGS QUAD   -  SHELLMAN BLUFF (1979)
 BR1184
 BR1184                         *CURRENT SURVEY CONTROL
 BR1184  ___________________________________________________________________
 BR1184* NAD 83(1994)-  31 35 45.17969(N)    081 15 27.96267(W)     ADJUSTED  
 BR1184* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1184  ___________________________________________________________________
 BR1184  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BR1184  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 BR1184
 BR1184  HORZ ORDER  -  SECOND
 BR1184
 BR1184.The horizontal coordinates were established by classical geodetic methods
 BR1184.and adjusted by the National Geodetic Survey in September 1997..
 BR1184
 BR1184.The orthometric height was scaled from a topographic map.
 BR1184
 BR1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1184
 BR1184.The geoid height was determined by GEOID03.
 BR1184
 BR1184;                    North         East     Units Scale Factor Converg.
 BR1184;SPC GA E     -   177,269.999   286,252.319   MT  0.99999173   +0 28 34.4
 BR1184;SPC GA E     -   581,593.32    939,146.15   sFT  0.99999173   +0 28 34.4
 BR1184;UTM  17      - 3,495,672.645   475,546.271   MT  0.99960738   -0 08 06.2
 BR1184
 BR1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1184!SPC GA E     -   1.00000471  x   0.99999173  =   0.99999644
 BR1184!UTM  17      -   1.00000471  x   0.99960738  =   0.99961209
 BR1184
 BR1184|---------------------------------------------------------------------|
 BR1184| PID    Reference Object                     Distance      Geod. Az  |
 BR1184|                                                           dddmmss.s |
 BR1184| CW4623 BEND RM 1                            34.960 METERS 00219     |
 BR1184| CW4624 BEND RM 2                            25.600 METERS 09906     |
 BR1184| BR1120 CEDAR HUMMOCK 2                     APPROX. 4.6 KM 1693258.2 |
 BR1184|---------------------------------------------------------------------|
 BR1184
 BR1184                          SUPERSEDED SURVEY CONTROL
 BR1184
 BR1184  NAD 83(1986)-  31 35 45.19349(N)    081 15 27.96896(W) AD(       ) 2
 BR1184  NAD 27      -  31 35 44.39600(N)    081 15 28.62200(W) AD(       ) 2
 BR1184
 BR1184.Superseded values are not recommended for survey control.
 BR1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1184.See file dsdata.txt to determine how the superseded data were derived.
 BR1184
 BR1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7554695673(NAD 83)
 BR1184_MARKER: DS = TRIANGULATION STATION DISK
 BR1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1184
 BR1184  HISTORY     - Date     Condition        Report By
 BR1184  HISTORY     - 1934     MONUMENTED       CGS
 BR1184  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1184
 BR1184                          STATION DESCRIPTION
 BR1184
 BR1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1184'THIS STATION IS IN THE MARSH ABOUT 20M. FROM THE RIVER ON
 BR1184'THE N SIDE OF THE RIVER AT THE BEND N OF LITTLE MUD RIVER.
 BR1184'IT SHOULD BE PLOTTED ON A CHART BEFORE ATTEMPTING TO RECOVER
 BR1184'IT, AS THERE ARE NO CONSPICUOUS LAND MARKS BY WHICH TO IDENTIFY
 BR1184'IT.  HOWEVER THE STAND OVER THE STATION MAY BE VISIBLE FOR
 BR1184'SEVERAL YEARS.  THE STATION AND THE R.M.S ARE IN VERY SOFT
 BR1184'MARSH.
 BR1184'
 BR1184'ALL MARKS ARE STANDARD DISCS SET IN CONCRETE 10 X 10 X 30 INCHES
 BR1184'PROJECTING ABOUT FOUR INCHES ABOVE THE MARSH.
 BR1184
 BR1184                          STATION RECOVERY (1952)
 BR1184
 BR1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1184'A THOROUGH SEARCH BY TWO MEN FAILED TO LOCATE THIS STATION
 BR1184'OR ITS REFERENCE MARKS.  IT IS BELIEVED THAT THEY HAVE EITHER
 BR1184'SUNKEN BELOW THE LEVEL OF THE MUD OR THAT THEY HAVE CRUMBLED
 BR1184'AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1607 ***********************************************************************
 BS1607  DESIGNATION -  BENNETT
 BS1607  PID         -  BS1607
 BS1607  STATE/COUNTY-  GA/PIERCE
 BS1607  USGS QUAD   -  MERSHON (1971)
 BS1607
 BS1607                         *CURRENT SURVEY CONTROL
 BS1607  ___________________________________________________________________
 BS1607* NAD 83(1994)-  31 26 32.47120(N)    082 18 56.60585(W)     ADJUSTED  
 BS1607* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BS1607  ___________________________________________________________________
 BS1607  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 BS1607  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BS1607
 BS1607  HORZ ORDER  -  FIRST
 BS1607
 BS1607.The horizontal coordinates were established by classical geodetic methods
 BS1607.and adjusted by the National Geodetic Survey in September 1997..
 BS1607
 BS1607.The orthometric height was scaled from a topographic map.
 BS1607
 BS1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1607
 BS1607.The geoid height was determined by GEOID03.
 BS1607
 BS1607;                    North         East     Units Scale Factor Converg.
 BS1607;SPC GA E     -   159,899.687   185,831.950   MT  0.99990248   -0 04 39.9
 BS1607;SPC GA E     -   524,604.22    609,683.66   sFT  0.99990248   -0 04 39.9
 BS1607;UTM  17      - 3,479,376.381   374,971.534   MT  0.99979281   -0 41 11.1
 BS1607
 BS1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1607!SPC GA E     -   0.99999616  x   0.99990248  =   0.99989864
 BS1607!UTM  17      -   0.99999616  x   0.99979281  =   0.99978897
 BS1607
 BS1607:                Primary Azimuth Mark                     Grid Az
 BS1607:SPC GA E     -  PAT                                      085 17 04.4
 BS1607:UTM  17      -  PAT                                      085 53 35.6
 BS1607
 BS1607|---------------------------------------------------------------------|
 BS1607| PID    Reference Object                     Distance      Geod. Az  |
 BS1607|                                                           dddmmss.s |
 BS1607| BS1590 PAT                                 APPROX.14.7 KM 0851224.5 |
 BS1607| CW4629 BENNETT RM 1                         30.690 METERS 20736     |
 BS1607| CW4628 BENNETT AZ MK                                      2193118.8 |
 BS1607| CW4630 BENNETT RM 2                         36.397 METERS 28930     |
 BS1607|---------------------------------------------------------------------|
 BS1607
 BS1607                          SUPERSEDED SURVEY CONTROL
 BS1607
 BS1607  NAD 83(1986)-  31 26 32.48174(N)    082 18 56.61436(W) AD(       ) 1
 BS1607  NAD 27      -  31 26 31.71600(N)    082 18 57.15700(W) AD(       ) 1
 BS1607
 BS1607.Superseded values are not recommended for survey control.
 BS1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1607.See file dsdata.txt to determine how the superseded data were derived.
 BS1607
 BS1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ7497279376(NAD 83)
 BS1607_MARKER: DS = TRIANGULATION STATION DISK
 BS1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1607
 BS1607  HISTORY     - Date     Condition        Report By
 BS1607  HISTORY     - 1935     MONUMENTED       CGS
 BS1607  HISTORY     - 1969     GOOD             CGS
 BS1607  HISTORY     - 1973     GOOD             NGS
 BS1607  HISTORY     - 1981     GOOD             NGS
 BS1607
 BS1607                          STATION DESCRIPTION
 BS1607
 BS1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1607'TO REACH FROM ROAD FORKS AT NORTHEAST CORNER OF COURTHOUSE AT
 BS1607'BLACKSHEAR, TAKE LEFT FORK (WEST) FOR 0.4 MILE TO CROSS ROAD.  TURN
 BS1607'RIGHT (NORTH) FOR 0.7 MILE TO THREE PRONG FORK (WELL-TRAVELED ROAD
 BS1607'RIGHT AND LEFT AND DIM ROAD STRAIGHT AHEAD).  TAKE EXTREME LEFT
 BS1607'FORK FOR 2.9 MILES TO SKEW CROSS ROAD AT FIVE MAIL BOXES ON LEFT.
 BS1607'TURN RIGHT (WALKERSVILLE ROAD) AND GO 2.6 MILES TO ROAD FORK
 BS1607'IMMEDIATELY AFTER CROSSING SECOND OF TWO LONG WOODEN BRIDGES.  TAKE
 BS1607'LEFT FORK (ALMA ROAD) AND GO 3.7 MILES TO REVERSED Y.  TURN RIGHT
 BS1607'(NORTH) AND GO 1.6 MILES TO ROAD FORK AT H.M. JOHNSONS MAIL BOX
 BS1607'(IN CENTER OF FORK).  TAKE RIGHT FORK AND GO 1.0 MILE TO DIM CROSS
 BS1607'ROAD (JUST BEFORE CURVE IN ROAD) AND TURN RIGHT ON DIM SAND ROAD
 BS1607'FOR ABOUT 100 YARDS TO STATION.  STATION IS IN UNCULTIVATED FIELD
 BS1607'WITH SCATTERED PINES (OWNER UNKNOWN), 121 PACES SOUTHEAST OF CENTER
 BS1607'LINE OF NEWLY GRADED SAND ROAD, 17 PACES EAST-NORTHEAST OF CENTER
 BS1607'LINE OF DIM SAND ROAD ON NORTHEAST SIDE OF TRIANGLE FORMED BY DIM
 BS1607'SAND ROADS AND 8 PACES NORTHWEST OF ROOF USED AS SHELTER (SHELTER
 BS1607'CAN BE SEEN FROM NEWLY SAND GRADED ROAD).  SURFACE AND UNDERGROUND
 BS1607'MARKS ARE STANDARD DISKS IN CONCRETE.  UPPER MARK
 BS1607'PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 BS1607'IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 6 INCHES,
 BS1607'IS 26 PACES NORTHEAST OF LONE 14-INCH PINE TREE. 16 PACES
 BS1607'NORTH-NORTHWEST OF CENTER LINE OF SAND ROAD (NEAREST OF TWO PARALLEL
 BS1607'ROADS), 11 PACES SOUTHWEST OF CENTER LINE OF ANOTHER DIM SAND ROAD
 BS1607'AND 30.69 METERS (100.7 FEET) SOUTH-SOUTHWEST OF STATION
 BS1607'S 27 DEG 36 MIN W.  NO. 2 PROJECTS 8 INCHES, IS 25 PACES
 BS1607'EAST-SOUTHEAST OF 14-INCH PINE TREE WITH TWO LONG ROSIN BLAZES, 8
 BS1607'PACES SOUTH-SOUTHEAST OF 24-INCH PINE STUMP, 3 PACES SOUTHWEST OF
 BS1607'CENTER LINE OF DIM SAND ROAD AND 36.397 METERS (119.41 FEET)
 BS1607'WEST-NORTHWEST OF STATION N 70 DEG 30 MIN W.  AZIMUTH MARK
 BS1607'PROJECTS 8 INCHES, IS 20 PACES EAST OF 14-INCH PINE TREE, 17 PACES
 BS1607'NORTHWEST OF 18-INCH PINE TREE WITH ROSIN BLAZE AND ABOUT 0.3 MILE
 BS1607'SOUTHWEST OF STATION S 39 DEG 31 MIN W.
 BS1607
 BS1607                          STATION RECOVERY (1969)
 BS1607
 BS1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 BS1607'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 BS1607'THE AZIMUTH MARK WAS NOT RECOVERED AT THIS DATE.  DISTANCE TO THE
 BS1607'REFERENCE MARKS WAS NOT CHECKED.
 BS1607'
 BS1607'STATION IS LOCATED IN TALL PINE WOODS AND DENSE UNDERBRUSH, 1.5
 BS1607'FT. NORTH OF A WOODEN POST WITH METAL WITNESS SIGN, 31 FT.
 BS1607'NORTH-NORTHWEST OF CENTER OF OLD SHED (A-FRAME), 54 FT.  NORTHEAST
 BS1607'OF DIM TRACK ROAD AND 387 FT. SOUTH-SOUTHEAST FROM CENTER OF GRADED
 BS1607'SAND ROAD AT INTERSECTION OF T-ROAD TO NORTHWEST.  MONUMENT
 BS1607'PROJECTS 2 INCHES AND STAMPED BENNETT 1935.  REFERENCE MARK NO. 1 IS
 BS1607'38 FT. SOUTHWEST OF DIM TRACK ROAD, 1 FT. NORTH OF METAL WITNESS
 BS1607'POST.  MONUMENT PROJECTS 6 INCHES AND STAMPED BENNETT NO 1 1935.
 BS1607'REFERENCE MARK NO. 2 IS 28 FT. SOUTH OF A DIM TRACK ROAD, 1 FT.
 BS1607'NORTH OF A METAL WITNESS POST.  MONUMENT PROJECTS 4 INCHES AND IS
 BS1607'STAMPED BENNETT NO 2 1935.
 BS1607'
 BS1607'TO REACH FROM THE JUNCTION U.S. HWY. 1 AND STATE ROUTE 32 IN ALMA GO
 BS1607'EAST ON 32 FOR 5.5 MILES TO CROSSROAD AND STATE ROUTE 203, TURN
 BS1607'RIGHT ON 203 FOR 7.5 MILES TO T-ROAD LEFT AT POND ON RIGHT, TURN
 BS1607'LEFT ON SAND ROAD FOR 1.15 MILES TO T-ROAD NORTHWEST AND STATION
 BS1607'ABOUT 1.0 MILE SOUTH OF T-ROAD IN WOODS.
 BS1607
 BS1607                          STATION RECOVERY (1973)
 BS1607
 BS1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 BS1607'STATION RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 BS1607'
 BS1607'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROUTE 32 IN
 BS1607'ALMA GO EAST ON STATE ROUTE 32 FOR 5.5 MILES TO JUNCTION OF STATE
 BS1607'ROUTE 203, TURN RIGHT ON STATE ROUTE 203 FOR 7.3 TO A SMALL POND ON
 BS1607'THE RIGHT AND A SIDE ROAD LEFT, TURN LEFT FOR 1.1 MILES TO SIDE
 BS1607'ROAD LEFT AND STATION ABOUT 0.1 MILE IN THE WOODS TO THE RIGHT.
 BS1607'
 BS1607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SE ALMA.
 BS1607
 BS1607                          STATION RECOVERY (1981)
 BS1607
 BS1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BS1607'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BS1607'CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IF
 BS1607'AZIMUTH MARK WAS INTACT IT WOULD NOT BE VISIBLE.  THE DISTANCE AND
 BS1607'DIRECTION WAS NOT CHECKED TO REFERENCE MARKS DUE TO HIGH BRUSH
 BS1607'AND PINE TREES.  THE STATION IS 0.1 MILE SOUTH OF T-ROAD IN WOODS AND
 BS1607'NOT 1.0 MILE SOUTH OF T-ROAD IN WOODS.
 BS1607'
 BS1607'STATION IS ABOUT 10.0 MILES NORTHWEST OF BLACKSHEAR, 11.0 MILES
 BS1607'SOUTHEAST OF ALMA, 0.1 MILE SOUTH OF COUNTY ROAD 249 AND IN 3 YEAR
 BS1607'OLD PINE TREE PLANT.
 BS1607'
 BS1607'STATION MARK A STANDARD DISK STAMPED BENNETT 1935, IS SET IN
 BS1607'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2-INCHES
 BS1607'ABOVE THE GROUND.  IT IS 387.0 FEET SOUTH-SOUTHWEST OF CENTER OF
 BS1607'COUNTY ROAD 249, 54.0 FEET NORTHEAST OF A DIM TRACK ROAD, 1.5
 BS1607'FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF A METAL
 BS1607'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 BS1607'IRREGULAR MASS OF CONCRETE BELOW THE SURFACE MARK.
 BS1607'
 BS1607'REFERENCE MARK 1 A STANDARD DISK STAMPED BENNETT NO 1 1935, IS
 BS1607'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BS1607'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 38.0 SOUTHWEST OF THE DIM
 BS1607'TRACK ROAD AND 1.0 FOOT NORTH OF A METAL WITNESS POST.
 BS1607'
 BS1607'REFERENCE MARK 2 A STANDARD DISK STAMPED BENNETT NO 2 1935, IS
 BS1607'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BS1607'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 28.0 FEET SOUTH
 BS1607'OF THE DIM TRACK ROAD AND 1.0 FOOT NORTH OF A METAL WITNESS POST.
 BS1607'
 BS1607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 BS1607'ROUTE 32 IN ALMA, GO EAST ON STATE ROUTE 32 FOR 5.5 MILES TO
 BS1607'CROSSROAD AND STATE ROUTE 203 ON RIGHT.  TURN RIGHT AND GO
 BS1607'SOUTHEASTERLY ON STATE ROUTE 203 FOR 7.4 MILES TO A SIDE ROAD LEFT
 BS1607'COUNTY ROAD 249 AND A WATER POND ON RIGHT.  TURN LEFT AND GO
 BS1607'NORTHEAST FOR 1.15 MILES TO A SIDE ROAD LEFT (T-ROAD).  TURN
 BS1607'RIGHT AND GO SOUTHERLY ON DIM TRACK ROAD FOR 0.1 MILE TO STATION
 BS1607'MARK ON LEFT AND REFERENCE MARKS ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2392 ***********************************************************************
 CM2392  DESIGNATION -  BENNING RESET
 CM2392  PID         -  CM2392
 CM2392  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM2392  USGS QUAD   -  OCHILLEE (1993)
 CM2392
 CM2392                         *CURRENT SURVEY CONTROL
 CM2392  ___________________________________________________________________
 CM2392* NAD 83(1994)-  32 22 33.74361(N)    084 51 59.46576(W)     ADJUSTED  
 CM2392* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 CM2392  ___________________________________________________________________
 CM2392  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CM2392  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CM2392
 CM2392  HORZ ORDER  -  FIRST
 CM2392
 CM2392.The horizontal coordinates were established by classical geodetic methods
 CM2392.and adjusted by the National Geodetic Survey in September 1997..
 CM2392
 CM2392.The orthometric height was scaled from a topographic map.
 CM2392
 CM2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2392
 CM2392.The geoid height was determined by GEOID03.
 CM2392
 CM2392;                    North         East     Units Scale Factor Converg.
 CM2392;SPC GA W     -   263,627.167   634,146.031   MT  0.99995346   -0 22 29.2
 CM2392;SPC GA W     -   864,916.80  2,080,527.44   sFT  0.99995346   -0 22 29.2
 CM2392;SPC AL E     -   208,412.543   290,980.785   MT  1.00006204   +0 31 03.9
 CM2392;UTM  16      - 3,584,119.686   700,711.889   MT  1.00009680   +1 08 34.1
 CM2392
 CM2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2392!SPC GA W     -   0.99998050  x   0.99995346  =   0.99993396
 CM2392!SPC AL E     -   0.99998050  x   1.00006204  =   1.00004254
 CM2392!UTM  16      -   0.99998050  x   1.00009680  =   1.00007730
 CM2392
 CM2392|---------------------------------------------------------------------|
 CM2392| PID    Reference Object                     Distance      Geod. Az  |
 CM2392|                                                           dddmmss.s |
 CM2392| CS6006 BENNING RM 3                         17.756 METERS 00328     |
 CM2392| CM1883 PIKE                                APPROX.12.5 KM 0172418.3 |
 CM2392| CY8075 BENNING RM 1                                       03302     |
 CM2392| CY8076 BENNING RM 2                                       13946     |
 CM2392| CM1918 FORT BENNING LARGE GAS TANK         APPROX. 7.7 KM 2624246.3 |
 CM2392| CM1891 FORT BENNING HARMONY CH TANK         50.671 METERS 26807     |
 CM2392| CM1885 FORT BENNING FIRE TOWER              19.690 METERS 27041     |
 CM2392| CS6005 BENNING RM 4                         29.672 METERS 30318     |
 CM2392| CY8074 BENNING AZ MK                                      3463634.1 |
 CM2392|---------------------------------------------------------------------|
 CM2392
 CM2392                          SUPERSEDED SURVEY CONTROL
 CM2392
 CM2392  NAD 83(1994)-  32 22 33.74776(N)    084 51 59.46437(W) AD(       ) 1
 CM2392  NAD 83(1986)-  32 22 33.74905(N)    084 51 59.46569(W) AD(       ) 1
 CM2392  NAD 27      -  32 22 33.22500(N)    084 51 59.73000(W) AD(       ) 1
 CM2392
 CM2392.Superseded values are not recommended for survey control.
 CM2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2392.See file dsdata.txt to determine how the superseded data were derived.
 CM2392
 CM2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA0071284120(NAD 83)
 CM2392_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CM2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2392+STABILITY: SURFACE MOTION
 CM2392
 CM2392  HISTORY     - Date     Condition        Report By
 CM2392  HISTORY     - 1980     MONUMENTED       NGS
 CM2392
 CM2392                          STATION DESCRIPTION
 CM2392
 CM2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CM2392'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 CM2392'CONDITION.  REFERENCE MARK 1 WAS NOT VISIBLE FROM STATION MARK.
 CM2392'REFERENCE MARK 2 AND AZIMUTH MARK ARE DESTROYED.  A NEW SURFACE
 CM2392'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE
 CM2392'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  DUE TO CHANGES, A
 CM2392'NEW COMPLETE DESCRIPTION FOLLOWS.
 CM2392'
 CM2392'THE STATION IS ABOUT 10 MI SOUTHEAST OF DOWNTOWN COLUMBUS, 5.5 MI EAS
 CM2392'BUILDING NUMBER 35 IN MAIN POST AREA, IN HARMON CHURCH AREA ON HILL
 CM2392'AND ABOUT 266 MI EAST OF A RED AND WHITE WATER TANK.
 CM2392'
 CM2392'TO REACH THE STATION FROM MAIN GATE OUTPOST NUMBER 1, GO SOUTHERLY ON
 CM2392'LUMPKIN ROAD FOR 1 MI TO FIRST DIVISION ROAD AND MAIN POST OFFICE
 CM2392'BUILDING 35.  CONTINUE EASTERLY FOLLOWING FIRST DIVISION ROAD FOR
 CM2392'6.05 MI TO THE TOP OF RISE AND HEFFRON ROAD ON RIGHT.  TURN RIGHT
 CM2392'AND GO EAST AGAIN FOR 0.2 MI TO BUILDING 4017 ON LEFT AND STATION ON
 CM2392'RIGHT IN ABANDON PARKING AREA.
 CM2392'
 CM2392'THE STATION MARK IS A STANDARD DISK STAMPED--BENNING 1933 1980--SET IN
 CM2392'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 CM2392'IT IS 93.5 FT SOUTH OF THE SOUTHEAST CORNER OF BUILDING 4017, 39 FT
 CM2392'SOUTH-SOUTHWEST OF THE CENTER OF HEFFRON ROAD, 25 FT NORTH-NORTHEAST
 CM2392'OF A 6 FT HIGH CYCLONE FENCE, 20 FT SOUTHWEST OF A UTILITY POLE AND IN
 CM2392'A ASPHALT PARKING LOT THAT IS ABANDONED.  THE UNDERGROUND MARK IS
 CM2392'STAMPED--BENNING 1933--SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 CM2392'30 INCHES BELOW THE SURFACE OF ASPHALT.
 CM2392'
 CM2392'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--BENNING 1933 NO 3 IS
 CM2392'SET IN THE SOUTHEAST CORNER OF A CONCRETE COAL STORAGE OPEN BIN
 CM2392'THAT PROJECTS 2 FT ABOVE THE GROUND.  IT IS 36.3 FT SOUTH-SOUTHWEST
 CM2392'OF THE SOUTHWEST CORNER OF BUILDING 4017 AND 20 FT NORTH-NORTHEAST
 CM2392'OF THE CENTER OF HEFFRON ROAD.
 CM2392'
 CM2392'REFERENCE MARK 4 IS A STANDARD DISK STAMPED--BENNING 1933 NO 4
 CM2392'1980--SET IN TOP OF A 12 INCH CONCRETE MONUMENT THAT IS SET FLUSH
 CM2392'WITH THE GROUND SURFACE.  IT IS 27 FT SOUTH OF THE SOUTHEAST CORNER
 CM2392'OF A CONCRETE BUILDING, 13 FT SOUTH-SOUTHWEST OF HEFFRON ROAD, 2.6
 CM2392'FT SOUTH OF THE FENCE CORNER AND 2 FT NORTHEAST OF A METAL WITNESS
 CM2392'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1424 ***********************************************************************
 BS1424  DESIGNATION -  BERLIN
 BS1424  PID         -  BS1424
 BS1424  STATE/COUNTY-  GA/COLQUITT
 BS1424  USGS QUAD   -  BERLIN EAST (1988)
 BS1424
 BS1424                         *CURRENT SURVEY CONTROL
 BS1424  ___________________________________________________________________
 BS1424* NAD 83(1994)-  31 03 48.44846(N)    083 37 03.53397(W)     ADJUSTED  
 BS1424* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 BS1424  ___________________________________________________________________
 BS1424  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BS1424  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BS1424
 BS1424  HORZ ORDER  -  SECOND
 BS1424
 BS1424.The horizontal coordinates were established by classical geodetic methods
 BS1424.and adjusted by the National Geodetic Survey in September 1997..
 BS1424
 BS1424.The orthometric height was scaled from a topographic map.
 BS1424
 BS1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1424
 BS1424.The geoid height was determined by GEOID03.
 BS1424
 BS1424;                    North         East     Units Scale Factor Converg.
 BS1424;SPC GA W     -   118,014.242   752,393.976   MT  0.99993385   +0 16 59.9
 BS1424;SPC GA W     -   387,185.06  2,468,479.24   sFT  0.99993385   +0 16 59.9
 BS1424;UTM  17      - 3,439,579.997   250,228.138   MT  1.00036960   -1 21 04.9
 BS1424
 BS1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1424!SPC GA W     -   0.99999381  x   0.99993385  =   0.99992766
 BS1424!UTM  17      -   0.99999381  x   1.00036960  =   1.00036341
 BS1424
 BS1424|---------------------------------------------------------------------|
 BS1424| PID    Reference Object                     Distance      Geod. Az  |
 BS1424|                                                           dddmmss.s |
 BS1424| CW3352 BERLIN RM                            40.750 METERS 17549     |
 BS1424| BS1427 TROY                                APPROX. 1.9 KM 2844610.4 |
 BS1424|---------------------------------------------------------------------|
 BS1424
 BS1424                          SUPERSEDED SURVEY CONTROL
 BS1424
 BS1424  NAD 83(1986)-  31 03 48.44466(N)    083 37 03.54780(W) AD(       ) 2
 BS1424  NAD 27      -  31 03 47.77400(N)    083 37 03.94900(W) AD(       ) 2
 BS1424
 BS1424.Superseded values are not recommended for survey control.
 BS1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1424.See file dsdata.txt to determine how the superseded data were derived.
 BS1424
 BS1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ5022839580(NAD 83)
 BS1424_MARKER: DS = TRIANGULATION STATION DISK
 BS1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1424
 BS1424  HISTORY     - Date     Condition        Report By
 BS1424  HISTORY     - 1917     MONUMENTED       CGS
 BS1424  HISTORY     - 1922     GOOD             CGS
 BS1424  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS1424
 BS1424                          STATION DESCRIPTION
 BS1424
 BS1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1424'ABOUT 1/2 MILE SOUTH OF BERLIN STATION ON VALDOSTA, MOULTRIE AND
 BS1424'WESTERN RAILWAY AT THE INTERSECTION OF THE TANGENTS TO THE EAST
 BS1424'RAIL, 41 METERS (135 FEET) EAST OF TRACK AND 50 METERS (164
 BS1424'FEET) FROM PRIVATE ROAD CROSSING.  REFERENCE MARK
 BS1424'IS A NAIL OR BOLT SET IN CONCRETE MOUND, 18 METERS (59 FEET)
 BS1424'NORTH OF PRIVATE ROAD, 10.86 METERS (35.6 FEET) EAST OF EAST
 BS1424'RAIL AND 40.75 METERS (133.7 FEET) FROM STATION IN GRID
 BS1424'AZIMUTH 355 DEG 31 MIN.
 BS1424
 BS1424                          STATION RECOVERY (1974)
 BS1424
 BS1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RBM)
 BS1424'THE OLD RAILROAD HAS BEEN DISMANTLED, AND MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2131 ***********************************************************************
 EE2131  DESIGNATION -  BERRY
 EE2131  PID         -  EE2131
 EE2131  STATE/COUNTY-  GA/FLOYD
 EE2131  USGS QUAD   -  ROME NORTH (1985)
 EE2131
 EE2131                         *CURRENT SURVEY CONTROL
 EE2131  ___________________________________________________________________
 EE2131* NAD 83(1994)-  34 21 35.66610(N)    085 11 59.90817(W)     ADJUSTED  
 EE2131* NAVD 88     -       347.1    (meters)    1139.     (feet)  VERTCON   
 EE2131  ___________________________________________________________________
 EE2131  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 EE2131  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE2131
 EE2131  HORZ ORDER  -  FIRST
 EE2131
 EE2131.The horizontal coordinates were established by classical geodetic methods
 EE2131.and adjusted by the National Geodetic Survey in September 1997..
 EE2131
 EE2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2131
 EE2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2131
 EE2131.The geoid height was determined by GEOID03.
 EE2131
 EE2131;                    North         East     Units Scale Factor Converg.
 EE2131;SPC GA W     -   483,906.406   604,950.186   MT  1.00001133   -0 34 59.6
 EE2131;SPC GA W     - 1,587,616.27  1,984,740.74   sFT  1.00001133   -0 34 59.6
 EE2131;UTM  16      - 3,803,530.787   665,534.081   MT  0.99993777   +1 00 58.1
 EE2131
 EE2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2131!SPC GA W     -   0.99995008  x   1.00001133  =   0.99996141
 EE2131!UTM  16      -   0.99995008  x   0.99993777  =   0.99988785
 EE2131
 EE2131:                Primary Azimuth Mark                     Grid Az
 EE2131:SPC GA W     -  AIRPORT BCN ROME AIRPORT                 104 58 03.9
 EE2131:UTM  16      -  AIRPORT BCN ROME AIRPORT                 103 22 06.2
 EE2131
 EE2131|---------------------------------------------------------------------|
 EE2131| PID    Reference Object                     Distance      Geod. Az  |
 EE2131|                                                           dddmmss.s |
 EE2131| EE2119 AIRPORT BCN ROME AIRPORT            APPROX. 3.4 KM 1042304.3 |
 EE2131| CG5593 BERRY RM 1                           20.765 METERS 11631     |
 EE2131| EE2120 ROME RAGLAND TANK                   APPROX. 5.2 KM 1534121.1 |
 EE2131| CG5594 BERRY RM 2                           23.357 METERS 18735     |
 EE2131| EE2229 LAVENDER RESET                      APPROX. 9.2 KM 2424418.6 |
 EE2131|---------------------------------------------------------------------|
 EE2131
 EE2131                          SUPERSEDED SURVEY CONTROL
 EE2131
 EE2131  NAD 83(1994)-  34 21 35.66956(N)    085 11 59.91103(W) AD(       ) 1
 EE2131  NAD 83(1986)-  34 21 35.67098(N)    085 11 59.90984(W) AD(       ) 1
 EE2131  NAD 27      -  34 21 35.34464(N)    085 12 00.08456(W) AD(       ) 1
 EE2131  NGVD 29 (07/19/86)  347.1    (m)         1139.     (f) VERT ANG       
 EE2131
 EE2131.Superseded values are not recommended for survey control.
 EE2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2131.See file dsdata.txt to determine how the superseded data were derived.
 EE2131
 EE2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6553403531(NAD 83)
 EE2131_MARKER: DS = TRIANGULATION STATION DISK
 EE2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2131
 EE2131  HISTORY     - Date     Condition        Report By
 EE2131  HISTORY     - 1972     MONUMENTED       NGS
 EE2131
 EE2131                          STATION DESCRIPTION
 EE2131
 EE2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2131'NO SUITABLE LOCATION FOR DISTANT RM.
 EE2131'
 EE2131'THE STATION IS LOCATED 7 MILES NORTH-NORTHWEST OF ROME, 2-1/2
 EE2131'MILES WEST-NORTHWEST OF THE ROME AIRPORT (RUSSELL FIELD), 2 MILES
 EE2131'WEST-SOUTHWEST OF ARMUCHEE, ON THE NORTH END OF LAVENDER
 EE2131'MOUNTAIN, ON A LOW WOODED RIDGE, ON PROPERTY OWNED BY BERRY
 EE2131'COLLEGE.
 EE2131'
 EE2131'TO REACH THE STATION FROM THE ARMUCHEE POST OFFICE, GO
 EE2131'SOUTHERLY ON U.S. HIGHWAY 27 FOR 0.3 MILE TO THE BRIDGE OVER
 EE2131'ARMUCHEE CREEK.  CONTINUE SOUTHEAST ON HIGHWAY 27 FOR 0.15 MILE
 EE2131'TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROUTE 237
 EE2131'FOR 0.65 MILE TO THE TOP OF A GRADE AND A WOODS ROAD ON THE
 EE2131'LEFT.  TURN LEFT, PASSING THROUGH A LOCKED GATE, AND GO
 EE2131'SOUTHERLY ON THE DIRT ROAD FOR 1.65 MILES TO HIGH GROUND, A
 EE2131'CURVE TO THE LEFT, AND THE STATION ON THE RIGHT AS DESCRIBED.
 EE2131'
 EE2131'STATION MARKS ARE STANDARD DISKS STAMPED BERRY 1972.  THE
 EE2131'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2131'MONUMENT THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS 25 FEET
 EE2131'WEST-NORTHWEST OF THE CENTER OF THE DIRT ROAD, 16 FEET SOUTHWEST
 EE2131'OF AN 8-INCH TRIANGULAR-BLAZED PINE TREE, AND 4.5 FEET NORTHEAST
 EE2131'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP
 EE2131'OF AN IRREGULAR CONCRETE MASS THAT IS 42 INCHES BELOW GROUND.
 EE2131'
 EE2131'REFERENCE MARK 1, A STANDARD DISK STAMPED BERRY NO 1 1972, IS
 EE2131'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2131'PROJECTS 8 INCHES ABOVE GROUND.  IT IS 71.4 FEET EAST OF THE
 EE2131'WITNESS POST, 32 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD,
 EE2131'7.0 FEET WEST-NORTHWEST OF A 18-INCH TRIANGULAR-BLAZED PINE
 EE2131'TREE, AND ABOUT 3 FEET LOWER THAN THE STATION.
 EE2131'
 EE2131'REFERENCE MARK 2, A STANDARD DISK STAMPED BERRY NO 2 1972, IS
 EE2131'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2131'PROJECTS 8 INCHES ABOVE GROUND.  IT IS 74.8 FEET SOUTH OF THE
 EE2131'WITNESS POST, 11 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 7.0
 EE2131'FEET SOUTH-SOUTHWEST OF A 14-INCH TRIANGULAR-BLAZED PINE TREE,
 EE2131'AND LEVEL WITH THE STATION.
 EE2131'
 EE2131'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2132 ***********************************************************************
 EE2132  DESIGNATION -  BERRY COLL HOUSE OF DREAMS TWR
 EE2132  PID         -  EE2132
 EE2132  STATE/COUNTY-  GA/FLOYD
 EE2132  USGS QUAD   -  ROME NORTH (1985)
 EE2132
 EE2132                         *CURRENT SURVEY CONTROL
 EE2132  ___________________________________________________________________
 EE2132* NAD 83(1994)-  34 20 06.35412(N)    085 14 44.93722(W)     ADJUSTED  
 EE2132* NAVD 88     -       466.5    (meters)    1531.     (feet)  VERTCON   
 EE2132  ___________________________________________________________________
 EE2132  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EE2132  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE2132
 EE2132  HORZ ORDER  -  THIRD
 EE2132
 EE2132.The horizontal coordinates were established by classical geodetic methods
 EE2132.and adjusted by the National Geodetic Survey in September 1997..
 EE2132
 EE2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2132
 EE2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2132
 EE2132.The geoid height was determined by GEOID03.
 EE2132
 EE2132;                    North         East     Units Scale Factor Converg.
 EE2132;SPC GA W     -   481,198.365   600,703.994   MT  1.00002150   -0 36 31.4
 EE2132;SPC GA W     - 1,578,731.64  1,970,809.69   sFT  1.00002150   -0 36 31.4
 EE2132;UTM  16      - 3,800,705.570   661,365.464   MT  0.99992097   +0 59 22.7
 EE2132
 EE2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2132!SPC GA W     -   0.99993133  x   1.00002150  =   0.99995282
 EE2132!UTM  16      -   0.99993133  x   0.99992097  =   0.99985230
 EE2132
 EE2132:                Primary Azimuth Mark                     Grid Az
 EE2132:SPC GA W     -  MT ALTO LOT                              175 28 46.5
 EE2132:UTM  16      -  MT ALTO LOT                              173 52 52.4
 EE2132
 EE2132|---------------------------------------------------------------------|
 EE2132| PID    Reference Object                     Distance      Geod. Az  |
 EE2132|                                                           dddmmss.s |
 EE2132| EE2197 MT ALTO LOT                         APPROX.11.4 KM 1745215.1 |
 EE2132|---------------------------------------------------------------------|
 EE2132
 EE2132                          SUPERSEDED SURVEY CONTROL
 EE2132
 EE2132  NAD 83(1994)-  34 20 06.35744(N)    085 14 44.94016(W) AD(       ) 3
 EE2132  NAD 83(1986)-  34 20 06.35805(N)    085 14 44.93916(W) AD(       ) 3
 EE2132  NAD 27      -  34 20 06.02418(N)    085 14 45.10681(W) AD(       ) 3
 EE2132  NGVD 29 (07/19/86)  466.5    (m)         1531.     (f) VERT ANG       
 EE2132
 EE2132.Superseded values are not recommended for survey control.
 EE2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2132.See file dsdata.txt to determine how the superseded data were derived.
 EE2132
 EE2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6136500706(NAD 83)
 EE2132_MARKER: 57 = LOOKOUT TOWER
 EE2132
 EE2132  HISTORY     - Date     Condition        Report By
 EE2132  HISTORY     - 1964     FIRST OBSERVED   USGS
 EE2132  HISTORY     - 1972     GOOD             NGS
 EE2132  HISTORY     - 1978     GOOD             NGS
 EE2132
 EE2132                          STATION DESCRIPTION
 EE2132
 EE2132'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EE2132'FRIENDSHIP HALL (ON BERRY COLLEGE CAMPUS), 0.9 MI N. OF, ALONG DIRT
 EE2132'RD. PASSING THROUGH LOCKED CHAIN TO T-RD. LEFT, CONTINUE STRAIGHT
 EE2132'FOR 1.1 MI TO LOCKED GATE, CONTINUE ON FOR 1.5 MI TO SUMMIT, STONE
 EE2132'LOOKOUT TOWER WITH RED ROOF DESIGNATED---DREAM HOUSE LOT 1964---.
 EE2132'(NOTE- KEYS TO LOCKED CHAIN AND GATE MAY BE OBTAINED FROM THE
 EE2132'GROUNDS CUSTODIAN AT BERRY COLLEGE)
 EE2132
 EE2132                          STATION RECOVERY (1972)
 EE2132
 EE2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2132'THE STATION IS THE APEX OF A RED, SHINGLE, ROOF ON TOP OF A
 EE2132'CYLINDRICAL SHAPED, BROWN, STONE, TOWER WITH A CONICAL TOP.  IT
 EE2132'IS 70 FEET HIGH AND 24 FEET IN DIAMETER AT THE BASE.  THE TOWER
 EE2132'IS THE PROPERTY OF BERRY COLLEGE.
 EE2132'
 EE2132'THE LOOKOUT TOWER IS LOCATED ABOUT 7 MILES NORTHWEST OF THE
 EE2132'CENTER OF ROME, 4.2 MILES WEST OF U.S. HIGHWAY 27, 4.4 MILES
 EE2132'NORTH OF STATE ROUTE 20 AND ON TOP OF LAVENDER MOUNTAIN AT THE
 EE2132'SITE OF BERRY COLLEGE HOUSE O DREAMS.
 EE2132
 EE2132                          STATION RECOVERY (1978)
 EE2132
 EE2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 EE2132'RECOVERED AS DESCRIBED.
 EE2132'
 EE2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2132'ABOUT 7 MILES NORTHWEST OF THE CENTER OF ROME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0562 ***********************************************************************
 CK0562  DESIGNATION -  BERRYVILLE
 CK0562  PID         -  CK0562
 CK0562  STATE/COUNTY-  GA/EFFINGHAM
 CK0562  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 CK0562
 CK0562                         *CURRENT SURVEY CONTROL
 CK0562  ___________________________________________________________________
 CK0562* NAD 83(1994)-  32 25 42.84112(N)    081 15 30.63317(W)     ADJUSTED  
 CK0562* NAVD 88     -        28.273  (meters)      92.76   (feet)  ADJUSTED  
 CK0562  ___________________________________________________________________
 CK0562  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CK0562  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK0562  DYNAMIC HT  -          28.241 (meters)      92.65  (feet)  COMP
 CK0562  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CK0562
 CK0562  HORZ ORDER  -  FIRST
 CK0562  VERT ORDER  -  FIRST     CLASS II
 CK0562
 CK0562.The horizontal coordinates were established by classical geodetic methods
 CK0562.and adjusted by the National Geodetic Survey in September 1997..
 CK0562
 CK0562.The orthometric height was determined by differential leveling
 CK0562.and adjusted by the National Geodetic Survey in June 1991..
 CK0562
 CK0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0562
 CK0562.The geoid height was determined by GEOID03.
 CK0562
 CK0562.The dynamic height is computed by dividing the NAVD 88
 CK0562.geopotential number by the normal gravity value computed on the
 CK0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0562.degrees latitude (g = 980.6199 gals.).
 CK0562
 CK0562.The modeled gravity was interpolated from observed gravity values.
 CK0562
 CK0562;                    North         East     Units Scale Factor Converg.
 CK0562;SPC GA E     -   269,599.128   285,406.082   MT  0.99998992   +0 29 13.3
 CK0562;SPC GA E     -   884,509.81    936,369.79   sFT  0.99998992   +0 29 13.3
 CK0562;SPC SC       -    66,045.550   585,286.352   MT  1.00002592   -0 08 35.9
 CK0562;SPC SC       -   216,684.88  1,920,230.81   iFT  1.00002592   -0 08 35.9
 CK0562;UTM  17      - 3,587,970.120   475,696.647   MT  0.99960728   -0 08 19.1
 CK0562
 CK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0562!SPC GA E     -   1.00000044  x   0.99998992  =   0.99999036
 CK0562!SPC SC       -   1.00000044  x   1.00002592  =   1.00002636
 CK0562!UTM  17      -   1.00000044  x   0.99960728  =   0.99960772
 CK0562
 CK0562|---------------------------------------------------------------------|
 CK0562| PID    Reference Object                     Distance      Geod. Az  |
 CK0562|                                                           dddmmss.s |
 CK0562| CK0564 BERRYVILLE RM 1                      44.915 METERS 05439     |
 CK0562| CK0561 BERRYVILLE RM 2                      42.986 METERS 16510     |
 CK0562| CK0563 M 37=BERRYVILLE RM                   25.920 METERS 27556     |
 CK0562| CK0566 BERRYVILLE AZ MK                                   3525352.3 |
 CK0562|---------------------------------------------------------------------|
 CK0562
 CK0562                          SUPERSEDED SURVEY CONTROL
 CK0562
 CK0562  NAD 83(1986)-  32 25 42.83996(N)    081 15 30.62469(W) AD(       ) 1
 CK0562  NAD 27      -  32 25 42.17300(N)    081 15 31.23900(W) AD(       ) 1
 CK0562  NGVD 29 (03/21/89)   28.550  (m)           93.67   (f) ADJUSTED    1 2
 CK0562
 CK0562.Superseded values are not recommended for survey control.
 CK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0562.See file dsdata.txt to determine how the superseded data were derived.
 CK0562
 CK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7569787970(NAD 83)
 CK0562_MARKER: DS = TRIANGULATION STATION DISK
 CK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0562_STAMPING: BERRYVILLE 1918
 CK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0562+STABILITY: SURFACE MOTION
 CK0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK0562+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 CK0562
 CK0562  HISTORY     - Date     Condition        Report By
 CK0562  HISTORY     - 1918     MONUMENTED       CGS
 CK0562  HISTORY     - 1954     GOOD             CGS
 CK0562  HISTORY     - 1955     GOOD             NGS
 CK0562  HISTORY     - 1979     GOOD             NGS
 CK0562  HISTORY     - 20040924 GOOD             GEOCAC
 CK0562
 CK0562                          STATION DESCRIPTION
 CK0562
 CK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK0562'AT RAILWAY STOP BERRYS, ON RIGHT-OF-WAY OF SEABOARD AIR LINE
 CK0562'RAILWAY.  TO REACH FROM COURTHOUSE IN SPRINGFIELD, GO NORTH ON DIRT
 CK0562'ROAD PARALLELING WEST SIDE OF COURTHOUSE FOR 4.5 MILES TO T-ROAD
 CK0562'RIGHT, OPPOSITE ABANDONED HOUSE IN WOODS ON LEFT, AND TURN RIGHT FOR
 CK0562'1.2 MILES TO RAILWAY CROSSING AND STATION, ABOUT 150 YARDS
 CK0562'SOUTH-SOUTHEAST OF SAWMILL, 75 YARDS EAST OF SCHOOLHOUSE, 40 YARDS
 CK0562'SOUTH-SOUTHEAST OF RAILWAY WAITING ROOM, 57.2 FEET SOUTH-SOUTHEAST
 CK0562'OF RAILWAY CAUTION SIGN, 51.5 FEET SOUTH OF CENTER LINE OF
 CK0562'EAST-WEST DIRT ROAD AND 18.04 FEET EAST OF EAST RAIL OF TRACKS.
 CK0562'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CK0562'UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH
 CK0562'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK
 CK0562'NO. 1 IS JUST SOUTH OF WIRE FENCE LINE, 14 YARDS NORTH OF CENTER
 CK0562'LINE OF DIRT ROAD AND 147.36 FEET FROM STATION N 54 DEG
 CK0562'39 MIN E.  REFERENCE MARK NO. 2 IS 15 YARDS EAST OF EAST RAIL OF
 CK0562'RAILWAY AND 141.03 FEET FROM STATION S 14 DEG 50 MIN E.
 CK0562'AZIMUTH MARK IS 13 YARDS EAST OF EAST RAIL OF RAILWAY, 12 YARDS
 CK0562'SOUTH OF CENTER LINE OF DIRT ROAD, 10.5 YARDS SOUTHEAST OF RAILWAY
 CK0562'CAUTION SIGN AND 0.2 MILE FROM STATION N 7 DEG 06 MIN W.
 CK0562'BENCH MARK NO. M 37 (U.S.G.S.) (SEE DESCRIPTION THEREOF) IS
 CK0562'25.920 METERS (85.04 FEET) FROM STATION N 84 DEG 04 MIN W.
 CK0562
 CK0562                          STATION RECOVERY (1954)
 CK0562
 CK0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK0562'ALL MARKS RECOVERED IN APPARENT GOOD CONDITION AS DESCRIBED EXCEPT
 CK0562'FOR CHANGED CONDITIONS.
 CK0562'
 CK0562'BERRYVILLE 1918, SO STAMPED, PROJECTING 4 INCHES, IS
 CK0562'ABOUT 5 MILES NE OF SPRINGFIELD, AT RAILROAD CROSSING SETTLEMENT
 CK0562'OF BERRYS, ON A BUMP IN THE DRAINAGE DITCH BESIDE THE SEABOARD
 CK0562'AIRLINE RAILWAY, ABOUT 150 YARDS SSE OF A SAWMILL, ABOUT 100 YARDS W
 CK0562'OF A SCHOOL, 54 FEET SSE OF THE RAILROAD CROSSING, AND 21 FEET E OF
 CK0562'THE CENTER OF THE RAILROAD TRACKS.
 CK0562'
 CK0562'BERRYVILLE NO 1 1935, SO STAMPED, PROJECTING 3 INCHES, IS
 CK0562'147.40 FEET N 54 DEG 39 MIN E FROM STATION, 151.2 FEET
 CK0562'E OF THE CENTER OF THE RAILROAD TRACKS, 32 FEET N OF THE CENTERLINE
 CK0562'OF ROAD, AND 3 FEET SSE OF A FENCE CORNER.
 CK0562'
 CK0562'BERRYVILLE NO 2 1935, SO STAMPED, PROJECTING 2 INCHES, IS
 CK0562'141.03 FEET S 14 DEG 50 MIN E FROM STATION, 194 FEET SSE
 CK0562'OF RAILROAD CROSSING, AND 38 FEET E OF CENTER OF RAILROAD TRACKS.
 CK0562'
 CK0562'M 37 IS THE COAST AND GEODETIC SURVEY NUMBER OF A STANDARD
 CK0562'CAPPED-PIPE BENCH MARK OF U.S. GEOLOGICAL SURVEY, STAMPED M 37
 CK0562'94.491 1917, PROJECTING 8 INCHES, 85.04 FEET N 84 DEG 04 MIN W
 CK0562'FROM STATION, 62 FEET W OF CENTER OF RAILROAD TRACKS,
 CK0562'AND 32 FEET SE OF CENTER OF EARTH ROAD.
 CK0562'
 CK0562'BERRYVILLE AZI. 1935, SO STAMPED, PROJECTING 6 INCHES, IS
 CK0562'ABOUT 0.2 MILE N 7 DEG 06 MIN W FROM STATION,
 CK0562'105 FEET SSE OF WHISTLE W POST ON W SIDE OF RAILROAD, 34.2 FEET E OF
 CK0562'CENTER OF RAILROAD TRACKS, AND 30 FEET S OF THE CENTER OF A DIM OLD
 CK0562'WOODS ROAD.
 CK0562'
 CK0562'TO REACH FROM THE COURTHOUSE IN SPRINGFIELD, GO NORTHERLY ON
 CK0562'GEORGIA 119 HWY. (MAIN ROAD TOWARD CLYO) FOR 4.6 MILES AND TURN
 CK0562'RIGHT ONTO AN EARTH ROAD, THENCE EASTERLY 1.2 MILES TO RAILROAD
 CK0562'CROSSING AND THE STATION.
 CK0562
 CK0562                          STATION RECOVERY (1955)
 CK0562
 CK0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CK0562'3.8 MI S FROM CLYO.
 CK0562'ABOUT 3.8 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0562'THE STATION AT CLYO, AT ROAD CROSSING AT BERRYVILLE, ABOUT 299
 CK0562'YARDS NORTH OF MILE POST 473, 18 FEET EAST OF EAST RAIL, 50 FEET
 CK0562'SOUTH OF CENTER LINE OF ROAD, 55 1/2 FEET SOUTHEAST OF CENTER OF
 CK0562'CROSSING, 147.4 FEET SOUTHWEST OF RM NO. 1, 141.1 FEET
 CK0562'NORTH-NORTHWEST OF RM NO. 2, 85 FEET EAST-SOUTHEAST AND ACROSS
 CK0562'TRACK FROM BM M 37 (USGS) = RM BERRYVILLE, ABOUT 1 FOOT BELOW
 CK0562'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0562'2 INCHES ABOVE A SMALL MOUND OF DIRT ABOUT 1 FOOT HIGHER THAN
 CK0562'SURROUNDING GROUND.
 CK0562
 CK0562                          STATION RECOVERY (1979)
 CK0562
 CK0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK0562'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  STATION MARK IS ON
 CK0562'A HUMP LEFT BY DITCH DIGGING EQUIPMENT IN THE CENTER OF THE DRAIN
 CK0562'DITCH ALONG THE RAILWAY.  REFERENCE MARK 1 WAS NOT RECOVERED.  A
 CK0562'UTILITY POLE IS IN THE DESCRIBED PLACE.  REFERENCE MARK 2 WAS
 CK0562'FOUND LAYING HORIZONTAL 2 INCHES BELOW GROUND (IT WAS LEFT AS
 CK0562'FOUND).  THE AZIMUTH MARK WAS FOUND LAYING ON TOP OF THE GROUND IN A
 CK0562'BROKEN CONDITION (DISK RECLAIMED).  BENCH MARK M 37 WAS FOUND
 CK0562'DESTROYED.  THE METAL PIPE IS IN PLACE, BUT BENT AND LEANING, AND
 CK0562'THE DISK IS GONE.
 CK0562'
 CK0562'TO REACH FROM THE CLYO POST OFFICE, GO SOUTH ON STATE HIGHWAY 119
 CK0562'FOR 1.15 MILES TO A PAVED ROAD RIGHT.  CONTINUE SOUTH ON THE HIGHWAY
 CK0562'FOR 3.35 MILES TO A HARD PACKED DIRT ROAD LEFT.  TURN LEFT, EAST, FOR
 CK0562'1.25 MILES TO THE SINGLE TRACK CROSSING, AND THE STATION ON
 CK0562'THE RIGHT.
 CK0562'
 CK0562'STATION MARK, A STANDARD TRAVERSE DISK STAMPED---BERRYVILLE 1918---IS
 CK0562'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES
 CK0562'ABOVE THE GROUND (HUMP).  THE GROUND AROUND THE HUMP HAS BEEN
 CK0562'EXCAVATED TO ALLOW DRAINAGE.  THE DISK IS CHIPPED BUT SOLID.  IT IS
 CK0562'54 FEET SOUTH OF THE ROAD CENTER, 18.5 FEET EAST OF THE EAST RAIL
 CK0562'OF THE SEABOARD COAST LINE RAILROAD, 4 FEET SOUTH OF A METAL WITNESS
 CK0562'POST, 90 FEET NORTH-NORTHWEST OF A UTILITY POLE, 11 FEET NORTH OF THE
 CK0562'EXTENDED LINE OF FOUR VERTICLE RAILROAD TIES USED TO BLOCK OFF A
 CK0562'ROAD ALONG THE WEST SIDE OF THE TRACK, AND ABOUT 1 FOOT BELOW THE
 CK0562'RAIL.
 CK0562'
 CK0562'REFERENCE MARK 2 (POST CAN BE RESET) IS 38 FEET EAST OF THE EAST
 CK0562'RAIL, AND 50.5 FEET SOUTH-SOUTHEAST OF A UTILITY POLE.
 CK0562
 CK0562                          STATION RECOVERY (2004)
 CK0562
 CK0562'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0564 ***********************************************************************
 CK0564  DESIGNATION -  BERRYVILLE RM 1
 CK0564  PID         -  CK0564
 CK0564  STATE/COUNTY-  GA/EFFINGHAM
 CK0564  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 CK0564
 CK0564                         *CURRENT SURVEY CONTROL
 CK0564  ___________________________________________________________________
 CK0564* NAD 83(1986)-  32 25 41.     (N)    081 15 28.     (W)     SCALED    
 CK0564* NAVD 88     -        28.189  (meters)      92.48   (feet)  ADJUSTED  
 CK0564  ___________________________________________________________________
 CK0564  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK0564  DYNAMIC HT  -          28.157 (meters)      92.38  (feet)  COMP
 CK0564  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CK0564
 CK0564  VERT ORDER  -  FIRST     CLASS II
 CK0564
 CK0564.The horizontal coordinates were scaled from a topographic map and have
 CK0564.an estimated accuracy of +/- 6 seconds.
 CK0564
 CK0564.The orthometric height was determined by differential leveling
 CK0564.and adjusted by the National Geodetic Survey in June 1991..
 CK0564
 CK0564.The geoid height was determined by GEOID03.
 CK0564
 CK0564.The dynamic height is computed by dividing the NAVD 88
 CK0564.geopotential number by the normal gravity value computed on the
 CK0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0564.degrees latitude (g = 980.6199 gals.).
 CK0564
 CK0564.The modeled gravity was interpolated from observed gravity values.
 CK0564
 CK0564;                    North         East    Units  Estimated Accuracy
 CK0564;SPC GA E     -   269,540.      285,480.      MT  (+/- 180 meters Scaled)
 CK0564
 CK0564                          SUPERSEDED SURVEY CONTROL
 CK0564
 CK0564  NGVD 29 (03/21/89)   28.466  (m)           93.39   (f) ADJUSTED    1 2
 CK0564
 CK0564.Superseded values are not recommended for survey control.
 CK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0564.See file dsdata.txt to determine how the superseded data were derived.
 CK0564
 CK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR757879(NAD 83)
 CK0564_MARKER: DR = REFERENCE MARK DISK
 CK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0564_STAMPING: BERRYVILLE NO 1 1935
 CK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0564+STABILITY: SURFACE MOTION
 CK0564
 CK0564  HISTORY     - Date     Condition        Report By
 CK0564  HISTORY     - 1918     MONUMENTED       CGS
 CK0564  HISTORY     - 1955     GOOD             NGS
 CK0564
 CK0564                          STATION DESCRIPTION
 CK0564
 CK0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0564'3.8 MI S FROM CLYO.
 CK0564'ABOUT 3.8 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0564'THE STATION AT CLYO, AT ROAD CROSSING AT BERRYVILLE, 149 FEET
 CK0564'EAST OF EAST RAIL, 152 FEET EAST-NORTHEAST OF CENTER OF CROSSING,
 CK0564'32 FEET NORTH OF CENTER LINE OF A ROAD EAST, 21 FEET EAST OF
 CK0564'CENTER LINE OF ROAD NORTH, 3 FEET SOUTH OF A FENCE CORNER, 147.4
 CK0564'FEET NORTHEAST OF STATION MARK, 237 FEET NORTHEAST OF RM NO. 2, 2
 CK0564'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 CK0564'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0564'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0561 ***********************************************************************
 CK0561  DESIGNATION -  BERRYVILLE RM 2
 CK0561  PID         -  CK0561
 CK0561  STATE/COUNTY-  GA/EFFINGHAM
 CK0561  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 CK0561
 CK0561                         *CURRENT SURVEY CONTROL
 CK0561  ___________________________________________________________________
 CK0561* NAD 83(1986)-  32 25 39.     (N)    081 15 30.     (W)     SCALED    
 CK0561* NAVD 88     -        28.363  (meters)      93.05   (feet)  ADJUSTED  
 CK0561  ___________________________________________________________________
 CK0561  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK0561  DYNAMIC HT  -          28.331 (meters)      92.95  (feet)  COMP
 CK0561  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CK0561
 CK0561  VERT ORDER  -  FIRST     CLASS II
 CK0561
 CK0561.The horizontal coordinates were scaled from a topographic map and have
 CK0561.an estimated accuracy of +/- 6 seconds.
 CK0561
 CK0561.The orthometric height was determined by differential leveling
 CK0561.and adjusted by the National Geodetic Survey in June 1991..
 CK0561
 CK0561.The geoid height was determined by GEOID03.
 CK0561
 CK0561.The dynamic height is computed by dividing the NAVD 88
 CK0561.geopotential number by the normal gravity value computed on the
 CK0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0561.degrees latitude (g = 980.6199 gals.).
 CK0561
 CK0561.The modeled gravity was interpolated from observed gravity values.
 CK0561
 CK0561;                    North         East    Units  Estimated Accuracy
 CK0561;SPC GA E     -   269,480.      285,420.      MT  (+/- 180 meters Scaled)
 CK0561
 CK0561                          SUPERSEDED SURVEY CONTROL
 CK0561
 CK0561  NGVD 29 (03/21/89)   28.640  (m)           93.96   (f) ADJUSTED    1 2
 CK0561
 CK0561.Superseded values are not recommended for survey control.
 CK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0561.See file dsdata.txt to determine how the superseded data were derived.
 CK0561
 CK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR757878(NAD 83)
 CK0561_MARKER: DR = REFERENCE MARK DISK
 CK0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0561_STAMPING: BERRYVILLE NO 2 1935
 CK0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0561+STABILITY: SURFACE MOTION
 CK0561
 CK0561  HISTORY     - Date     Condition        Report By
 CK0561  HISTORY     - 1918     MONUMENTED       CGS
 CK0561  HISTORY     - 1955     GOOD             NGS
 CK0561
 CK0561                          STATION DESCRIPTION
 CK0561
 CK0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0561'3.8 MI S FROM CLYO.
 CK0561'ABOUT 3.8 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0561'THE STATION AT CLYO, ABOUT 254 YARDS NORTH OF MILE POST 473, AT
 CK0561'ROAD CROSSING AT BERRYVILLE, 195 FEET SOUTH-SOUTHEAST OF CENTER
 CK0561'OF CROSSING, 51 1/2 FEET SOUTH-SOUTHEAST OF THE FIRST POWER POLE
 CK0561'SOUTH OF CROSSING, 35.2 FEET EAST OF EAST RAIL, 141.1 FEET
 CK0561'SOUTH-SOUTHEAST OF STATION MARK, ABOUT 1 FOOT BELOW LEVEL OF
 CK0561'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1771 ***********************************************************************
 BR1771  DESIGNATION -  BETHESDA
 BR1771  PID         -  BR1771
 BR1771  STATE/COUNTY-  GA/CHATHAM
 BR1771  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1771
 BR1771                         *CURRENT SURVEY CONTROL
 BR1771  ___________________________________________________________________
 BR1771* NAD 83(1994)-  31 57 29.48298(N)    081 05 52.70264(W)     ADJUSTED  
 BR1771* NAVD 88     -         4.62   (+/-2cm)      15.2    (feet)  VERTCON   
 BR1771  ___________________________________________________________________
 BR1771  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BR1771  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 BR1771
 BR1771  HORZ ORDER  -  FIRST
 BR1771  VERT ORDER  -  THIRD (See Below)
 BR1771
 BR1771.The horizontal coordinates were established by classical geodetic methods
 BR1771.and adjusted by the National Geodetic Survey in September 1997..
 BR1771
 BR1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1771.The vertical order pertains to the NGVD 29 superseded value.
 BR1771
 BR1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1771
 BR1771.The geoid height was determined by GEOID03.
 BR1771
 BR1771;                    North         East     Units Scale Factor Converg.
 BR1771;SPC GA E     -   217,579.847   301,022.517   MT  1.00002582   +0 33 56.5
 BR1771;SPC GA E     -   713,843.21    987,604.71   sFT  1.00002582   +0 33 56.5
 BR1771;UTM  17      - 3,535,805.544   490,741.732   MT  0.99960106   -0 03 06.7
 BR1771
 BR1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1771!SPC GA E     -   1.00000417  x   1.00002582  =   1.00002999
 BR1771!UTM  17      -   1.00000417  x   0.99960106  =   0.99960522
 BR1771
 BR1771|---------------------------------------------------------------------|
 BR1771| PID    Reference Object                     Distance      Geod. Az  |
 BR1771|                                                           dddmmss.s |
 BR1771| BR1773 BETHESDA RM 1                        20.732 METERS 01138     |
 BR1771| BR1774 BETHESDA RM 2                        21.808 METERS 11126     |
 BR1771| BR1775 BETHESDA RM 3                        23.496 METERS 30804     |
 BR1771| BR1772 BETHESDA AZ MK                      361.123 METERS 33930     |
 BR1771|---------------------------------------------------------------------|
 BR1771
 BR1771                          SUPERSEDED SURVEY CONTROL
 BR1771
 BR1771  NAD 83(1986)-  31 57 29.50093(N)    081 05 52.71567(W) AD(       ) 1
 BR1771  NGVD 29 (10/08/91)    4.90   (m)           16.1    (f) LEVELING    3  
 BR1771
 BR1771.Superseded values are not recommended for survey control.
 BR1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1771.See file dsdata.txt to determine how the superseded data were derived.
 BR1771
 BR1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9074235806(NAD 83)
 BR1771_MARKER: DD = SURVEY DISK
 BR1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1771+STABILITY: SURFACE MOTION
 BR1771
 BR1771  HISTORY     - Date     Condition        Report By
 BR1771  HISTORY     - 1983     MONUMENTED       GADT
 BR1771  HISTORY     - 19950428 GOOD             USPSQD
 BR1771
 BR1771                          STATION DESCRIPTION
 BR1771
 BR1771'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1771'THE STATION IS LOCATED APPROXIMATELY 9.3 KM (5.8 MI)
 BR1771'SOUTH-SOUTHWEST FROM THUNDERBOLT, 13.5 KM (8.4 MI) SOUTH FROM
 BR1771'SAVANNAH, AND 20.1 KM (12.5 MI) EAST FROM RICHMOND HILL.
 BR1771'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 BR1771'
 BR1771'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1771'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE),
 BR1771'IN SAVANNAH, GO EAST ALONG STATE ROUTE 21 FOR 1.45 KM (0.9 MI)
 BR1771'TO THE JUNCTION OF WATERS AVENUE CROSSING.  TURN RIGHT GOING
 BR1771'SOUTH ALONG WATERS AVENUE FOR 3.7 KM (2.3 MI) TO ITS TERMINATION
 BR1771'AT THE JUNCTION OF MONTGOMERY ROAD CROSSING, AND THE BEGINNING
 BR1771'OF DIAMOND CAUSEWAY (WHITFIELD AVENUE).  CONTINUE GOING SOUTH
 BR1771'ALONG DIAMOND CAUSEWAY FOR 3.8 KM (2.35 MI) TO THE JUNCTION OF
 BR1771'BETHESDA ROAD CROSSING AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BR1771'GOING SOUTH ALONG DIAMOND CAUSEWAY (SKIDAWAY ISLAND ROAD)
 BR1771'FOR 0.6 KM (0.35 MI) TO THE
 BR1771'JUNCTION OF FERGUSON AVENUE CROSSING AND THE STATION ON THE LEFT.
 BR1771'
 BR1771'THE STATION IS A STANDARD GADT DISK
 BR1771'STAMPED---BETHESDA 1983---,
 BR1771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1771'FLUSH WITH GROUND.  IT IS LOCATED
 BR1771'25.3 METERS (83 FT) NORTHEAST FROM THE CENTERLINE OF SKIDAWAY
 BR1771'ISLAND ROAD,
 BR1771'30.02 METERS (98.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 BR1771'FERGUSON AVENUE,
 BR1771'28 METERS (91.9 FT) SOUTH FROM A FENCE CORNER,
 BR1771'13.72 METERS (45 FT) SOUTHWEST FROM A FENCE, AND
 BR1771'1.67 METERS (5.5 FT) SOUTHWEST FROM A WITNESS POST.
 BR1771'
 BR1771'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1771'STAMPED---BETHESDA RM 1 1983---,
 BR1771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1771'FLUSH WITH GROUND.  IT IS LOCATED
 BR1771'17.68 METERS (58 FT) SOUTHEAST FROM THE CENTERLINE OF FERGUSON
 BR1771'AVENUE,
 BR1771'38.2 METERS (125.3 FT) NORTHEAST FROM THE CENTERLINE OF SKIDAWAY
 BR1771'ISLAND ROAD,
 BR1771'8.69 METERS (28.5 FT) SOUTHWEST FROM THE FENCE CORNER,
 BR1771'0.43 METER (1.4 FT) SOUTH FROM THE FENCE, AND
 BR1771'0.78 METER (2.6 FT) SOUTH FROM A WITNESS POST.
 BR1771'MARK IS LEVEL WITH STATION.
 BR1771'
 BR1771'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 BR1771'STAMPED---BETHESDA RM 2 1983---,
 BR1771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1771'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 BR1771'38.72 METERS (127 FT) NORTHEAST FROM THE CENTERLINE OF SKIDAWAY
 BR1771'ISLAND ROAD,
 BR1771'41.3 METERS (135.5 FT) SOUTH FROM THE FENCE CORNER,
 BR1771'0.3 METER (1 FT) SOUTHWEST FROM THE FENCE, AND
 BR1771'0.61 METER (2 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR1771'MARK IS LEVEL WITH STATION.
 BR1771'
 BR1771'REFERENCE MARK NUMBER 3 IS A STANDARD GADT DISK
 BR1771'STAMPED---BETHESDA RM 3 1983---,
 BR1771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1771'FLUSH WITH GROUND.  IT IS LOCATED
 BR1771'7.02 METERS (23 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 BR1771'FERGUSON AVENUE,
 BR1771'15.85 METERS (52 FT) EAST FROM THE POINT OF INTERSECTION OF THE
 BR1771'CENTERLINES OF FERGUSON AVENUE AND SKIDAWAY ISLAND ROAD,
 BR1771'23.78 METERS (78 FT) SOUTHWEST FROM THE FENCE CORNER, AND
 BR1771'2.5 METERS (7.5 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR1771'MARK IS LEVEL WITH STATION.
 BR1771'
 BR1771'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1771'STAMPED---BETHESDA AZ MK 1983---,
 BR1771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1771'FLUSH WITH GROUND.  IT IS LOCATED
 BR1771'8.84 METERS (29 FT) NORTHEAST FROM THE POINT OF INTERSECTION OF
 BR1771'THE CENTERLINES OF SKIDAWAY ISLAND ROAD AND BETHESDA ROAD CROSSING,
 BR1771'2.08 METERS (6.8 FT) WEST FROM A POWER POLE, AND
 BR1771'0.92 METER (3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 BR1771'
 BR1771'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
 BR1771'
 BR1771'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1771'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1771'
 BR1771'DESCRIBED BY T.B. KNIGHT.
 BR1771
 BR1771                          STATION RECOVERY (1995)
 BR1771
 BR1771'RECOVERY NOTE BY US POWER SQUADRON 1995
 BR1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1772 ***********************************************************************
 BR1772  DESIGNATION -  BETHESDA AZ MK
 BR1772  PID         -  BR1772
 BR1772  STATE/COUNTY-  GA/CHATHAM
 BR1772  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1772
 BR1772                         *CURRENT SURVEY CONTROL
 BR1772  ___________________________________________________________________
 BR1772* NAD 83(1994)-  31 57 40.46457(N)    081 05 57.51895(W)     ADJUSTED  
 BR1772* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 BR1772  ___________________________________________________________________
 BR1772  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BR1772  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 BR1772
 BR1772  HORZ ORDER  -  SECOND
 BR1772
 BR1772.The horizontal coordinates were established by classical geodetic methods
 BR1772.and adjusted by the National Geodetic Survey in September 1997..
 BR1772
 BR1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1772
 BR1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1772
 BR1772.The geoid height was determined by GEOID03.
 BR1772
 BR1772;                    North         East     Units Scale Factor Converg.
 BR1772;SPC GA E     -   217,916.843   300,892.708   MT  1.00002550   +0 33 54.2
 BR1772;SPC GA E     -   714,948.84    987,178.83   sFT  1.00002550   +0 33 54.2
 BR1772;UTM  17      - 3,536,143.776   490,615.616   MT  0.99960109   -0 03 09.3
 BR1772
 BR1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1772!SPC GA E     -   1.00000401  x   1.00002550  =   1.00002951
 BR1772!UTM  17      -   1.00000401  x   0.99960109  =   0.99960510
 BR1772
 BR1772                          SUPERSEDED SURVEY CONTROL
 BR1772
 BR1772  NAD 83(1986)-  31 57 40.48250(N)    081 05 57.53203(W) AD(       ) 2
 BR1772  NGVD 29 (10/08/91)    5.9    (m)           19.     (f) VERT ANG       
 BR1772
 BR1772.Superseded values are not recommended for survey control.
 BR1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1772.See file dsdata.txt to determine how the superseded data were derived.
 BR1772
 BR1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9061636144(NAD 83)
 BR1772_MARKER: DD = SURVEY DISK
 BR1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1772+STABILITY: SURFACE MOTION
 BR1772
 BR1772  HISTORY     - Date     Condition        Report By
 BR1772  HISTORY     - 1983     MONUMENTED       GADT
 BR1772  HISTORY     - 19950428 GOOD             USPSQD
 BR1772
 BR1772                          STATION DESCRIPTION
 BR1772
 BR1772'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1772'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) SOUTH-SOUTHWEST FROM
 BR1772'THUNDERBOLT, 13 KM (8.1 MI) SOUTH FROM SAVANNAH, AND 20.1 KM
 BR1772'(12.5 MI) EAST FROM RICHMOND HILL.
 BR1772'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 BR1772'
 BR1772'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1772'(ABERCORN AVENUE) AND STATE ROUTE 21 (DERENNE AVENUE) IN
 BR1772'SAVANNAH, GO EAST ALONG STATE ROUTE 21 FOR 1.45 KM (0.9 MI)
 BR1772'TO THE JUNCTION OF WATERS AVENUE CROSSING.  TURN RIGHT GOING
 BR1772'SOUTH ALONG WATERS AVENUE FOR 3.7 KM (2.3 MI) TO ITS TERMINATION
 BR1772'AT THE JUNCTION OF MONTGOMERY ROAD CROSSING, AND THE BEGINNING OF
 BR1772'DIAMOND CAUSEWAY (WHITFIELD AVENUE).  CONTINUE GOING SOUTH ALONG
 BR1772'DIAMOND AVENUE (SKIDAWAY ISLAND ROAD) FOR 3.8 KM (2.35 MI)
 BR1772'TO THE JUNCTION OF BETHESDA
 BR1772'ROAD CROSSING AND THE STATION ON THE LEFT.
 BR1772'
 BR1772'THE STATION IS A STANDARD GADT DISK
 BR1772'STAMPED---BETHESDA AZ MK 1983---,
 BR1772'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1772'FLUSH WITH GROUND.  IT IS LOCATED
 BR1772'8.84 METERS (29 FT) NORTHEAST FROM THE POINT OF INTERSECTION
 BR1772'OF THE CENTERLINES OF SKIDAWAY ISLAND ROAD (DIAMOND CAUSEWAY)
 BR1772'AND BETHESDA ROAD,
 BR1772'2.08 METERS (6.8 FT) WEST FROM A POWER POLE, AND
 BR1772'0.92 METER (3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 BR1772'
 BR1772'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1772'
 BR1772'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1772'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1772'
 BR1772'DESCRIBED BY T.B. KNIGHT.
 BR1772
 BR1772                          STATION RECOVERY (1995)
 BR1772
 BR1772'RECOVERY NOTE BY US POWER SQUADRON 1995
 BR1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1958 ***********************************************************************
 CM1958  DESIGNATION -  BETTS
 CM1958  PID         -  CM1958
 CM1958  STATE/COUNTY-  GA/MERIWETHER
 CM1958  USGS QUAD   -  WOODBURY (1985)
 CM1958
 CM1958                         *CURRENT SURVEY CONTROL
 CM1958  ___________________________________________________________________
 CM1958* NAD 83(1994)-  32 55 20.36307(N)    084 34 30.49137(W)     ADJUSTED  
 CM1958* NAVD 88     -       391.6    (meters)    1285.     (feet)  VERTCON   
 CM1958  ___________________________________________________________________
 CM1958  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 CM1958  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CM1958
 CM1958  HORZ ORDER  -  FIRST
 CM1958
 CM1958.The horizontal coordinates were established by classical geodetic methods
 CM1958.and adjusted by the National Geodetic Survey in September 1997..
 CM1958
 CM1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1958
 CM1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1958
 CM1958.The geoid height was determined by GEOID03.
 CM1958
 CM1958;                    North         East     Units Scale Factor Converg.
 CM1958;SPC GA W     -   324,061.592   661,797.455   MT  0.99991799   -0 13 19.2
 CM1958;SPC GA W     - 1,063,192.07  2,171,247.15   sFT  0.99991799   -0 13 19.2
 CM1958;UTM  16      - 3,645,284.488   726,746.843   MT  1.00023399   +1 19 06.5
 CM1958
 CM1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1958!SPC GA W     -   0.99994290  x   0.99991799  =   0.99986090
 CM1958!UTM  16      -   0.99994290  x   1.00023399  =   1.00017688
 CM1958
 CM1958:                Primary Azimuth Mark                     Grid Az
 CM1958:SPC GA W     -  BETTS AZ MK                              158 36 18.3
 CM1958:UTM  16      -  BETTS AZ MK                              157 03 52.6
 CM1958
 CM1958|---------------------------------------------------------------------|
 CM1958| PID    Reference Object                     Distance      Geod. Az  |
 CM1958|                                                           dddmmss.s |
 CM1958| CY8077 BETTS AZ MK                                        1582259.1 |
 CM1958| CM1975 MANCHESTER MILLIKEN TANK            APPROX. 7.9 KM 2025621.3 |
 CM1958| CM1974 MANCHESTER GA HWY PATROL TWR        APPROX. 9.7 KM 2072227.8 |
 CM1958| CM1976 MANCHESTER STA WFDR FM MAST         APPROX. 9.7 KM 2074035.6 |
 CM1958| CM1962 MANCHESTER RAD STA WFDR MAST        APPROX. 4.4 KM 2074919.7 |
 CM1958| CM1992 MANCHESTER MUN TANK                 APPROX. 9.2 KM 2175603.4 |
 CM1958| CM1993 WARM SPRINGS GA PWR MICROWAVE       APPROX.14.0 KM 2325518.4 |
 CM1958| CY8079 BETTS RM 2                           37.014 METERS 25821     |
 CM1958| CY8080 BETTS RM 3                           21.594 METERS 25941     |
 CM1958| CY8078 BETTS RM 1                           12.976 METERS 34704     |
 CM1958| CM1959 WOODBURY MUNICIPAL TANK             APPROX. 6.8 KM 3503747.1 |
 CM1958|---------------------------------------------------------------------|
 CM1958
 CM1958                          SUPERSEDED SURVEY CONTROL
 CM1958
 CM1958  NAD 83(1994)-  32 55 20.36860(N)    084 34 30.49177(W) AD(       ) 1
 CM1958  NAD 83(1986)-  32 55 20.36895(N)    084 34 30.49125(W) AD(       ) 1
 CM1958  NAD 27      -  32 55 19.90200(N)    084 34 30.76400(W) AD(       ) 1
 CM1958  NGVD 29 (07/19/86)  391.6    (m)         1285.     (f) VERT ANG       
 CM1958
 CM1958.Superseded values are not recommended for survey control.
 CM1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1958.See file dsdata.txt to determine how the superseded data were derived.
 CM1958
 CM1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2674745284(NAD 83)
 CM1958_MARKER: DS = TRIANGULATION STATION DISK
 CM1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1958+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 CM1958
 CM1958  HISTORY     - Date     Condition        Report By
 CM1958  HISTORY     - 1930     MONUMENTED       CGS
 CM1958  HISTORY     - 1936     GOOD             USGS
 CM1958  HISTORY     - 1941     GOOD             CGS
 CM1958  HISTORY     - 1954     GOOD             CGS
 CM1958  HISTORY     - 1969     GOOD             USGS
 CM1958  HISTORY     - 1970     GOOD             USGS
 CM1958  HISTORY     - 19700722 GOOD             NGS
 CM1958  HISTORY     - 19700722 GOOD             USPSQD
 CM1958  HISTORY     - 1974     GOOD             NGS
 CM1958  HISTORY     - 20000405 GOOD             GADT
 CM1958
 CM1958                          STATION DESCRIPTION
 CM1958
 CM1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM1958'STATION IS ABOUT 4-1/2 MILES S OF WOODBURY, ABOUT THE SAME DISTANCE
 CM1958'NE OF MANCHESTER, ON THE HIGHEST KNOLL OF THE BRANCH OF PINE MT.
 CM1958'LYING JUST W OF THE COVE, AND ABOUT 1 MILE S OF THE RESIDENCE AT
 CM1958'THE BETTS PEACH ORCHARD.  STATION IS 14 METERS (46 FEET) S OF THE
 CM1958'WOOD ROAD ACROSS THE TOP OF THE KNOLL AND PROJECTS ABOVE THE GROUND
 CM1958'ABOUT 4 INCHES.
 CM1958'
 CM1958'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CM1958'SET IN CONCRETE.
 CM1958'
 CM1958'REFERENCE MARK NO. 1 IS N OF THE STATION AND 2 METERS (7 FEET) S OF
 CM1958'THE ROAD.
 CM1958'
 CM1958'REFERENCE MARK NO. 2 IS W OF THE STATION AND 2 METERS (7 FEET) S OF
 CM1958'THE WOOD ROAD.
 CM1958'
 CM1958'STATION CAN BE REACHED FROM WOODBURY BY FOLLOWING THE MANCHESTER
 CM1958'ROAD, WHICH FOLLOWS THE W SIDE OF THE SOUTHERN RAILWAY TRACK FOR
 CM1958'ABOUT A MILE, THENCE LEFT ACROSS THE TRACKS.  FROM FORK, FOLLOW
 CM1958'MAIN ROAD ABOUT 2-1/2 MILES IN A SE DIRECTION TO THE BETTS ORCHARD AT
 CM1958'A RIGHT ANGLE IN THE ROAD.  FOLLOW ORCHARD PAST E SIDE OF THE
 CM1958'RESIDENCE, AND STRAIGHT UP RIDGE THROUGH THE ORCHARD, PAST THE
 CM1958'SPRAY TANK.  CONTINUE ON THE MAIN ROAD INTO THE WOODS FOR ABOUT A 1/2
 CM1958'MILE AFTER ENTERING, UNTIL THE SECOND HIGH KNOLL IS REACHED.  THE
 CM1958'STATION IS LOCATED HERE.  HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4
 CM1958'METERS.
 CM1958
 CM1958                          STATION RECOVERY (1936)
 CM1958
 CM1958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 CM1958'STATION RECOVERED.
 CM1958
 CM1958                          STATION RECOVERY (1941)
 CM1958
 CM1958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RJS)
 CM1958'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AN
 CM1958'AZIMUTH MARK WAS PUT IN.  STATION IS 25 FEET S OF AN OLD
 CM1958'LOOKOUT TOWER, 22 PACES W OF THE ROAD AND 65 PACES S OF DIM WOODS
 CM1958'ROAD.
 CM1958'
 CM1958'THE AZIMUTH MARK WAS SET S OF THE STATION, 24 PACES W OF SMALL WOODS
 CM1958'ROAD AND MARKED BY A 4 BY 4 WHITE WOODEN POST.  TO REACH AZIMUTH MARK
 CM1958'FROM THE STATION, CONTINUE S ON DIM WOODS ROAD 0.3 MILE TO MARK.
 CM1958'
 CM1958'TO REACH THE STATION FROM WOODBURY, AT THE JUNCTION OF STATE
 CM1958'HIGHWAYS 85 AND 18, GO S ON STATE HIGHWAY 85 FOR 1.45 MILES, THEN
 CM1958'LEFT ACROSS RAILROAD TRACKS AND CONTINUE ON HIGHWAY 85, 2.05 MILES
 CM1958'TO BETTS ORCHARD, WHERE HIGHWAY 85 TURNS RIGHT.  LEAVE MAIN ROAD
 CM1958'AND CONTINUE STRAIGHT AHEAD ON FARM ROAD 0.15 MILE TO A GATE AT SE
 CM1958'CORNER OF ORCHARD, PASS THROUGH THE GATE AND CONTINUE S ON TRAIL ROAD
 CM1958'THROUGH PASTURE 0.15 MILE TO ANOTHER GATE, PASS THROUGH THE GATE INTO
 CM1958'FIELD, AND FOLLOW TRAIL ROAD S UPHILL ACROSS FIELD, 0.55 MILE TO
 CM1958'ANOTHER GATE AT SE SIDE OF FIELD, PASS THROUGH THE GATE AND
 CM1958'CONTINUE IN A SOUTHEASTERLY DIRECTION ON MAIN TRAIL ROAD THROUGH
 CM1958'WOODS, 0.5 MILE TO TOP OF KNOLL AND STATION.
 CM1958
 CM1958                          STATION RECOVERY (1954)
 CM1958
 CM1958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1958'THE STATION WAS VISITED, AND ALL MARKS WERE ROUND IN GOOD CONDITION.
 CM1958'A NEW FIRE TOWER HAS BEEN BUILT NEAR THE STATION SITE.  THE
 CM1958'STATION WILL HAVE TO BE OBSERVED ECCENTRIC, AS THERE WILL BE NO
 CM1958'ROOM TO BUILD A TOWER.  THERE WILL BE CONSIDERABLE CLEARING TO SEE
 CM1958'THE AZIMUTH MARK FROM THE STATION.  A NEW DESCRIPTION FOLLOWS--
 CM1958'
 CM1958'THE STATION IS LOCATED ABOUT 4.5 MI. S OF WOODBURY, ABOUT 4.5 MI. N
 CM1958'OF MANCHESTER, AND ON THE HIGHEST HILL IN THE VICINITY AND A BRANCH
 CM1958'OF THE PINE MOUNTAIN RANGE.  IT IS AT THE SITE OF THE FIRE TOWER, 9
 CM1958'FT. SE OF THE NE LEG OF THE FIRE TOWER, 30 FT.  E OF THE NW LEG OF
 CM1958'THE TOWER, 34 FT. E-NE OF THE SW LEG, AND 19 FT. N-NE OF THE SE
 CM1958'LEG.  IT IS A STANDARD DISK, STAMPED BETTS 1930 AND PROJECTS 3 IN.
 CM1958'
 CM1958'REFERENCE MARK 1 IS 42.58 FT. N OF THE STATION.  IT IS A STANDARD
 CM1958'DISK, STAMPED BETTS NO 1 1930 AND PROJECTS 6 IN.
 CM1958'
 CM1958'REFERENCE MARK 2 IS 121.44 FT. W OF THE STATION, AND 6 FT. S OF THE
 CM1958'S TRACK OF A TRACK ROAD LEADING W FROM THE FIRE TOWER.  IT IS A
 CM1958'STANDARD DISK, STAMPED BETTS NO 2 1930 AND PROJECTS 4 IN.
 CM1958'
 CM1958'AZIMUTH MARK IS 0.3 MI. S OF THE STATION, ON THE SUMMIT OF A HILL, 24
 CM1958'PACES W OF A TRACK ROAD, 6 FT. S OF AN 8-IN.  TRIANGULAR-BLAZED
 CM1958'TREE, AND 17 FT. E OF A 10-IN. TRIANGULAR-BLAZED TREE.  IT IS A
 CM1958'STANDARD DISK, STAMPED BETTS 1941 AND PROJECTS 4 IN.
 CM1958'
 CM1958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON A TRACK ROAD
 CM1958'FOR 0.3 MI. TO THE SUMMIT OF THE FIRST HILL S OF THE STATION TO A
 CM1958'SMALL TRIANGULAR-BLAZED TREE ON THE RIGHT.  FOLLOW BLAZES 24 PACES
 CM1958'W TO THE MARK AS DESCRIBED.
 CM1958'
 CM1958'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 85 AND
 CM1958'16 AT THE E EDGE OF WOODBURY, GO S ACROSS A VIADUCT ON STATE HIGHWAY
 CM1958'85 FOR 2.75 MI. TO A SIDE ROAD LEFT, TURN LEFT INTO MILLANDEN FARMS
 CM1958'AND GO 0.15 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MI. TO A
 CM1958'SIDE ROAD RIGHT PAST AN OLD PEACH PACKING SHED AND CONTINUE
 CM1958'BETWEEN TWO BARNS AND CONTINUE UPHILL FOR 1.2 MI. TO A REVERSE WYE.
 CM1958'KEEP STRAIGHT AHEAD FOR 0.2 MI. TO THE HIGHEST POINT OF THE HILL AND
 CM1958'THE STATION AND FIRE TOWER ON THE RIGHT.
 CM1958
 CM1958                          STATION RECOVERY (1969)
 CM1958
 CM1958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CM1958'STATION AND R.M. 1 FOUND AS DESCRIBED.  R.M. 2 NOT FOUND, PROBABLY
 CM1958'DESTROYED BY ROAD CONSTRUCTION.
 CM1958
 CM1958                          STATION RECOVERY (1970)
 CM1958
 CM1958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (EWH)
 CM1958'STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 CM1958'NOT FOUND, BUT RM NO 1 WAS FOUND IN GOOD CONDITION.  A NEW TO
 CM1958'REACH DESCRIPTION FOLLOWS.
 CM1958'
 CM1958'TO REACH THE STATION FROM WOODBURY GO SOUTH FROM THE JUNCTION
 CM1958'OF STATE HIGHWAYS 85 AND 18 FOR 8.0 MILES TO A X-RD AT WHICH A
 CM1958'LEFT TURN SHOULD BE MADE.  CONTINUE ON THIS ROAD FOR 2.0 MILE
 CM1958'UNTIL YOU COME TO A DIRT ROAD TO THE LEFT, THEN GO 1.7 MILE TO
 CM1958'TOP OF HILL AND STATION ON LEFT NEAR A FIRE TOWER.
 CM1958
 CM1958                          STATION RECOVERY (1970)
 CM1958
 CM1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EWH)
 CM1958'RECOVERED IN GOOD CONDITION.
 CM1958
 CM1958                          STATION RECOVERY (1970)
 CM1958
 CM1958'RECOVERY NOTE BY US POWER SQUADRON 1970 (EWH)
 CM1958'RECOVERED IN GOOD CONDITION.
 CM1958
 CM1958                          STATION RECOVERY (1974)
 CM1958
 CM1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1958'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 CM1958'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND
 CM1958'AND A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 CM1958'DISTANCE AND DIRECTION TO REFERENCE MARK 1 AND AZIMUTH MARK
 CM1958'CHECKED THE 1941 DATA.
 CM1958'
 CM1958'THE STATION IS LOCATED 9.25 MILES NORTH OF WOODLAND, 5.5 MILES
 CM1958'NORTH-NORTHEAST OF MANCHESTER AND 4.5 MILES SOUTH OF WOODBURY, ON
 CM1958'PROPERTY OF THE W.H. MC DANIEL ESTATE, THE HEIR IS MR. REX
 CM1958'MC DANIEL, WHO LIVES IN SHILOH, GEORGIA, TELEPHONE 846-3306.  A
 CM1958'NEW DESCRIPTION TO THE STATION FOLLOWS.
 CM1958'
 CM1958'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85E, 18
 CM1958'AND 74, AT THE EAST EDGE OF WOODBURY, GO SOUTH ON STATE ROUTE
 CM1958'85E FOR 6.4 MILES TO THE JUNCTION OF STATE ROUTE 222 ON THE
 CM1958'RIGHT AND A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST
 CM1958'ON THE PAVED ROAD FOR 1.5 MILES TO A T-ROAD JUNCTION.  TURN LEFT
 CM1958'AND GO NORTH-NORTHEAST FOR 0.05 MILES TO A GRAVEL SIDEROAD
 CM1958'LEFT.  TURN LEFT AND GO NORTH-NORTHWEST ON GRAVEL ROAD FOR
 CM1958'0.2 MILE TO A Y-FORK.  BEAR RIGHT AND GO NORTH FOR 1.15 MILES
 CM1958'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE AHEAD
 CM1958'NORTH ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT
 CM1958'AT THE REMAINS OF AN OLD LOOKOUT TOWER, AND A FENCE AROUND A
 CM1958'SMALL MAST.
 CM1958'
 CM1958'THE STATION MARK, A STANDARD DISK STAMPED BETTS 1930, IS SET IN THE
 CM1958'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 CM1958'INCHES.  IT IS 74 FEET EAST-NORTHEAST OF THE NORTH GATE POST IN
 CM1958'THE FENCE, 54 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 24 FEET
 CM1958'SOUTHEAST OF A UTILITY POLE AND 5 FEET NORTHWEST OF A METAL
 CM1958'WITNESS POST.  THE 1941 DATA STATES THERE IS AN UNDERGROUND
 CM1958'MARK.
 CM1958'
 CM1958'REFERENCE MARK 1, A STANDARD DISK STAMPED BETTS 1930 NO 1, IS
 CM1958'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CM1958'3 INCHES.  IT IS 88 FEET NORTHEAST OF THE NORTH GATE POST, 25.5
 CM1958'FEET NORTH-NORTHEAST OF THE UTILITY POLE AND 1.8 FEET SOUTH OF A
 CM1958'METAL WITNESS POST.
 CM1958'
 CM1958'REFERENCE MARK 3, A STANDARD DISK STAMPED BETTS 1930 NO 3 1974,
 CM1958'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CM1958'WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET
 CM1958'NORTH OF THE NORTH GATE POST, 1 FOOT NORTH OF A METAL WITNESS
 CM1958'POST AND 0.5 FOOT EAST OF A FENCE.
 CM1958'
 CM1958'THE AZIMUTH MARK, A STANDARD DISK STAMPED BETTS 1941, IS SET IN
 CM1958'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 CM1958'INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET WEST OF THE
 CM1958'GRAVEL ROAD, 20.5 FEET NORTHWEST OF A 10-INCH OAK TREE AND 6
 CM1958'FEET SOUTH OF AN 8-INCH OAK TREE.
 CM1958'
 CM1958'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 CM1958'
 CM1958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1958'4.5 MILES SOUTH OF WOODBURY.
 CM1958
 CM1958                          STATION RECOVERY (2000)
 CM1958
 CM1958'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 CM1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2720 ***********************************************************************
 DF2720  DESIGNATION -  BETWEEN
 DF2720  PID         -  DF2720
 DF2720  STATE/COUNTY-  GA/WALTON
 DF2720  USGS QUAD   -  BETWEEN (1985)
 DF2720
 DF2720                         *CURRENT SURVEY CONTROL
 DF2720  ___________________________________________________________________
 DF2720* NAD 83(1994)-  33 48 58.26191(N)    083 48 30.80416(W)     ADJUSTED  
 DF2720* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 DF2720  ___________________________________________________________________
 DF2720  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DF2720  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF2720
 DF2720  HORZ ORDER  -  FIRST
 DF2720
 DF2720.The horizontal coordinates were established by classical geodetic methods
 DF2720.and adjusted by the National Geodetic Survey in September 1997..
 DF2720
 DF2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2720
 DF2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2720
 DF2720.The geoid height was determined by GEOID03.
 DF2720
 DF2720;                    North         East     Units Scale Factor Converg.
 DF2720;SPC GA W     -   423,174.367   733,151.770   MT  0.99991354   +0 11 57.5
 DF2720;SPC GA W     - 1,388,364.57  2,405,348.77   sFT  0.99991354   +0 11 57.5
 DF2720;UTM  17      - 3,745,322.735   240,038.621   MT  1.00043319   -1 33 50.1
 DF2720
 DF2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2720!SPC GA W     -   0.99995774  x   0.99991354  =   0.99987129
 DF2720!UTM  17      -   0.99995774  x   1.00043319  =   1.00039092
 DF2720
 DF2720:                Primary Azimuth Mark                     Grid Az
 DF2720:SPC GA W     -  BETWEEN RM 3                             062 47 24.6
 DF2720:UTM  17      -  BETWEEN RM 3                             064 33 12.2
 DF2720
 DF2720|---------------------------------------------------------------------|
 DF2720| PID    Reference Object                     Distance      Geod. Az  |
 DF2720|                                                           dddmmss.s |
 DF2720| CY7797 BETWEEN RM 3                                       0625922.1 |
 DF2720| DF2592 WALKER PARK MUN TANK                APPROX. 7.5 KM 0714056.5 |
 DF2720| DF2594 JACKS                               APPROX.16.6 KM 0872006.3 |
 DF2720| DF2585 MONROE RAD STA WKUN MAST            APPROX.10.1 KM 0933542.7 |
 DF2720| DF2589 MONROE MUN STANDPIPE                APPROX. 8.8 KM 1015917.9 |
 DF2720| DF2588 MONROE WAYNE ST MUN TANK            APPROX. 9.1 KM 1055549.3 |
 DF2720| DF2587 MONROE NORRIS ST MUN TANK           APPROX.10.0 KM 1104245.5 |
 DF2720| DF2660 MONROE SOU BELL MICROWAVE           APPROX.11.0 KM 1473542.0 |
 DF2720| DF2665 MONROE ATT S MICROWAVE              APPROX.10.3 KM 1573314.5 |
 DF2720| DF2670 JERSEY MUN TANK                     APPROX.10.3 KM 1772348.9 |
 DF2720| DF2724 WALNUT GROVE YOUTH MUN TANK         APPROX. 5.9 KM 2230606.7 |
 DF2720| CY7795 BETWEEN RM 1                         20.760 METERS 23937     |
 DF2720| DF2728 LOGANVILLE MUN TANK                 APPROX. 9.0 KM 2864105.1 |
 DF2720| DF2739 GRAYSON ATT MICROWAVE               APPROX.14.9 KM 3011006.0 |
 DF2720| CY7796 BETWEEN RM 2                         33.012 METERS 34350     |
 DF2720|---------------------------------------------------------------------|
 DF2720
 DF2720                          SUPERSEDED SURVEY CONTROL
 DF2720
 DF2720  NAD 83(1986)-  33 48 58.26826(N)    083 48 30.80360(W) AD(       ) 1
 DF2720  NAD 27      -  33 48 57.86648(N)    083 48 31.16984(W) AD(       ) 1
 DF2720  NGVD 29 (07/19/86)  298.3    (m)          979.     (f) VERT ANG       
 DF2720
 DF2720.Superseded values are not recommended for survey control.
 DF2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2720.See file dsdata.txt to determine how the superseded data were derived.
 DF2720
 DF2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4003945323(NAD 83)
 DF2720_MARKER: DS = TRIANGULATION STATION DISK
 DF2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2720
 DF2720  HISTORY     - Date     Condition        Report By
 DF2720  HISTORY     - 1975     MONUMENTED       NGS
 DF2720
 DF2720                          STATION DESCRIPTION
 DF2720
 DF2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2720'THE STATION IS LOCATED ABOUT 5.75 MILES WEST-NORTHWEST OF MONROE,
 DF2720'5.75 MILES EAST-SOUTHEAST OF LOGANVILLE, AT THE SOUTH EDGE OF THE
 DF2720'SMALL COMMUNITY OF BETWEEN AND ON PROPERTY OWNED AND OCCUPIED BY
 DF2720'MR. RONALD KELLY, TELEPHONE 267-7740.
 DF2720'
 DF2720'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE ROUTE 11
 DF2720'AT THE NORTH EDGE OF MONROE, GO WESTERLY ON HIGHWAY 78 FOR 4.6
 DF2720'MILES TO A SIDE ROAD LEFT, COUNTY ROAD 91417.  CONTINUE NORTHWEST
 DF2720'ON HIGHWAY 78 FOR 0.7 MILE TO REFERENCE MARK 3 ON THE
 DF2720'RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A CROSSROAD IN THE SMALL
 DF2720'COMMUNITY OF BETWEEN.  TURN LEFT AND GO SOUTHWEST FOR 0.1 MILE
 DF2720'TO THE SECOND DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH FOR
 DF2720'ABOUT 50 YARDS TO HIGH GROUND AND THE STATION.
 DF2720'
 DF2720'THE STATION MARKS ARE STANDARD DISKS STAMPED BETWEEN 1975.  THE
 DF2720'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2720'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DF2720'43 FEET SOUTHWEST OF A UTILITY POLE WITH TRANSFORMER, 20 FEET
 DF2720'NORTHEAST OF A LARGE DOUBLE TRUNKED OAK TREE AND 13 FEET
 DF2720'SOUTH-SOUTHWEST OF A 12-INCH PINE TREE.  THE UNDERGROUND DISK IS
 DF2720'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 DF2720'BELOW THE GROUND SURFACE.
 DF2720'
 DF2720'REFERENCE MARK 1, A STANDARD DISK STAMPED BETWEEN NO 1 1975, IS
 DF2720'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF2720'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET
 DF2720'SOUTH-SOUTHEAST OF A 12-INCH PINE TREE, 1.5 FEET NORTHEAST OF A
 DF2720'METAL WITNESS POST AND 1.5 FEET SOUTH-SOUTHEAST OF AN OLD FENCE.
 DF2720'
 DF2720'REFERENCE MARK 2, A STANDARD DISK STAMPED BETWEEN NO 2 1975, IS
 DF2720'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2720'WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTH-SOUTHWEST OF THE
 DF2720'CENTER OF THE DRIVEWAY, 39 FEET EAST-SOUTHEAST OF THE CENTER OF
 DF2720'THE PAVED ROAD AND 6 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 DF2720'
 DF2720'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BETWEEN NO 3 1975,
 DF2720'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2720'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 DF2720'NORTHEAST OF THE CENTER OF THE ROAD, 3 FEET NORTHWEST OF A METAL
 DF2720'WITNESS POST AND 2.5 FEET SOUTHWEST OF A UTILITY POLE.
 DF2720'
 DF2720'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1091 ***********************************************************************
 DG1091  DESIGNATION -  BEULAH 1941 1953
 DG1091  PID         -  DG1091
 DG1091  STATE/COUNTY-  GA/DOUGLAS
 DG1091  USGS QUAD   -  AUSTELL (1992)
 DG1091
 DG1091                         *CURRENT SURVEY CONTROL
 DG1091  ___________________________________________________________________
 DG1091* NAD 83(1986)-  33 46 45.     (N)    084 42 15.     (W)     SCALED    
 DG1091* NAVD 88     -       364.455  (meters)    1195.72   (feet)  ADJUSTED  
 DG1091  ___________________________________________________________________
 DG1091  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG1091  DYNAMIC HT  -         364.048 (meters)    1194.38  (feet)  COMP
 DG1091  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 DG1091
 DG1091  VERT ORDER  -  SECOND    CLASS 0
 DG1091
 DG1091.The horizontal coordinates were scaled from a topographic map and have
 DG1091.an estimated accuracy of +/- 6 seconds.
 DG1091
 DG1091.The orthometric height was determined by differential leveling
 DG1091.and adjusted by the National Geodetic Survey in June 1991..
 DG1091
 DG1091.The geoid height was determined by GEOID03.
 DG1091
 DG1091.The dynamic height is computed by dividing the NAVD 88
 DG1091.geopotential number by the normal gravity value computed on the
 DG1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1091.degrees latitude (g = 980.6199 gals.).
 DG1091
 DG1091.The modeled gravity was interpolated from observed gravity values.
 DG1091
 DG1091;                    North         East    Units  Estimated Accuracy
 DG1091;SPC GA W     -   419,140.      650,220.      MT  (+/- 180 meters Scaled)
 DG1091
 DG1091                          SUPERSEDED SURVEY CONTROL
 DG1091
 DG1091  NGVD 29 (??/??/92)  364.38   (m)         1195.5    (f) COMPUTED    2 0
 DG1091
 DG1091.Superseded values are not recommended for survey control.
 DG1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1091.See file dsdata.txt to determine how the superseded data were derived.
 DG1091
 DG1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC125400(NAD 83)
 DG1091_MARKER: DS = TRIANGULATION STATION DISK
 DG1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1091_SP_SET: SIDEWALK
 DG1091_STAMPING: BEULAH 1941 1953
 DG1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1091
 DG1091  HISTORY     - Date     Condition        Report By
 DG1091  HISTORY     - 1953     MONUMENTED       CGS
 DG1091  HISTORY     - 1973     GOOD             NGS
 DG1091
 DG1091                          STATION DESCRIPTION
 DG1091
 DG1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG1091'3.4 MI NE FROM DOUGLASVILLE.
 DG1091'3.4 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 78 FROM THE COURTHOUSE
 DG1091'IN DOUGLASVILLE, AT THE ENTRANCE TO THE BEULAH BAPTIST CHURCH,
 DG1091'116.84 FEET WEST AND ACROSS HIGHWAY FROM REFERENCE MARK 2, 54.5
 DG1091'FEET EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 48.23 FEET
 DG1091'NORTHEAST OF REFERENCE MARK 4, 37.5 FEET SOUTHWEST OF THE
 DG1091'NORTHWEST CORNER AND 33 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 DG1091'CORNER OF THE CHURCH, AND 22 FEET WEST-NORTHWEST OF THE BOTTOM
 DG1091'STEP AT THE ENTRANCE TO THE CHURCH.  IT IS CEMENTED IN A DRILL
 DG1091'HOLE, FLUSH, IN THE WEST-NORTHWEST EDGE OF A CONCRETE SIDEWALK
 DG1091'AT ENTRANCE TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1088 ***********************************************************************
 DG1088  DESIGNATION -  BEULAH AZIMUTH MARK
 DG1088  PID         -  DG1088
 DG1088  STATE/COUNTY-  GA/DOUGLAS
 DG1088  USGS QUAD   -  AUSTELL (1992)
 DG1088
 DG1088                         *CURRENT SURVEY CONTROL
 DG1088  ___________________________________________________________________
 DG1088* NAD 83(1986)-  33 46 32.     (N)    084 42 28.     (W)     SCALED    
 DG1088* NAVD 88     -       362.413  (meters)    1189.02   (feet)  ADJUSTED  
 DG1088  ___________________________________________________________________
 DG1088  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG1088  DYNAMIC HT  -         362.007 (meters)    1187.68  (feet)  COMP
 DG1088  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 DG1088
 DG1088  VERT ORDER  -  SECOND    CLASS 0
 DG1088
 DG1088.The horizontal coordinates were scaled from a topographic map and have
 DG1088.an estimated accuracy of +/- 6 seconds.
 DG1088
 DG1088.The orthometric height was determined by differential leveling
 DG1088.and adjusted by the National Geodetic Survey in June 1991..
 DG1088
 DG1088.The geoid height was determined by GEOID03.
 DG1088
 DG1088.The dynamic height is computed by dividing the NAVD 88
 DG1088.geopotential number by the normal gravity value computed on the
 DG1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1088.degrees latitude (g = 980.6199 gals.).
 DG1088
 DG1088.The modeled gravity was interpolated from observed gravity values.
 DG1088
 DG1088;                    North         East    Units  Estimated Accuracy
 DG1088;SPC GA W     -   418,740.      649,880.      MT  (+/- 180 meters Scaled)
 DG1088
 DG1088                          SUPERSEDED SURVEY CONTROL
 DG1088
 DG1088  NGVD 29 (??/??/92)  362.34   (m)         1188.8    (f) COMPUTED    2 0
 DG1088
 DG1088.Superseded values are not recommended for survey control.
 DG1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1088.See file dsdata.txt to determine how the superseded data were derived.
 DG1088
 DG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC122396(NAD 83)
 DG1088_MARKER: DZ = AZIMUTH MARK DISK
 DG1088_SETTING: 0 = UNSPECIFIED SETTING
 DG1088_STAMPING: BEULAH 1941
 DG1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1088
 DG1088  HISTORY     - Date     Condition        Report By
 DG1088  HISTORY     - 1941     MONUMENTED       CGS
 DG1088  HISTORY     - 1973     GOOD             NGS
 DG1088  HISTORY     - 19910201 MARK NOT FOUND   USGS
 DG1088
 DG1088                          STATION DESCRIPTION
 DG1088
 DG1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG1088'3.1 MI NE FROM DOUGLASVILLE.
 DG1088'3.1 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 78 FROM THE COURTHOUSE
 DG1088'IN DOUGLASVILLE, 0.3 MILE SOUTHWEST OF TRIANGULATION STATION
 DG1088'BEULAH, 95 FEET NORTHEAST OF AN UNDERGROUND WATER METER AT THE
 DG1088'EDGE OF A DRIVEWAY LEADING NORTHWEST TO A TWO STORY HOUSE, 41
 DG1088'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 29 FEET SOUTH-SOUTHWEST
 DG1088'OF A 10-INCH PINE TREE AND ABOUT 3 FEET HIGHER THAN THE ROAD
 DG1088'SURFACE.
 DG1088
 DG1088                          STATION RECOVERY (1991)
 DG1088
 DG1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 DG1088'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3220 ***********************************************************************
 DG3220  DESIGNATION -  BEULAH RESET
 DG3220  PID         -  DG3220
 DG3220  STATE/COUNTY-  GA/DOUGLAS
 DG3220  USGS QUAD   -  AUSTELL (1992)
 DG3220
 DG3220                         *CURRENT SURVEY CONTROL
 DG3220  ___________________________________________________________________
 DG3220* NAD 83(1994)-  33 46 45.41112(N)    084 42 15.03522(W)     ADJUSTED  
 DG3220* NAVD 88     -       364.45   (+/-2cm)    1195.7    (feet)  VERTCON   
 DG3220  ___________________________________________________________________
 DG3220  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DG3220  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG3220
 DG3220  HORZ ORDER  -  FIRST
 DG3220  VERT ORDER  -  THIRD ? (See Below)
 DG3220
 DG3220.The horizontal coordinates were established by classical geodetic methods
 DG3220.and adjusted by the National Geodetic Survey in September 1997..
 DG3220
 DG3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3220.The vertical order pertains to the NGVD 29 superseded value.
 DG3220
 DG3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3220
 DG3220.The geoid height was determined by GEOID03.
 DG3220
 DG3220;                    North         East     Units Scale Factor Converg.
 DG3220;SPC GA W     -   419,153.715   650,218.905   MT  0.99993054   -0 17 55.9
 DG3220;SPC GA W     - 1,375,173.48  2,133,259.86   sFT  0.99993054   -0 17 55.9
 DG3220;UTM  16      - 3,740,052.299   712,582.998   MT  1.00015715   +1 16 37.0
 DG3220
 DG3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3220!SPC GA W     -   0.99994740  x   0.99993054  =   0.99987794
 DG3220!UTM  16      -   0.99994740  x   1.00015715  =   1.00010454
 DG3220
 DG3220:                Primary Azimuth Mark                     Grid Az
 DG3220:SPC GA W     -  POWDER SPRINGS MUNICIPAL TANK            014 35 28.7
 DG3220:UTM  16      -  POWDER SPRINGS MUNICIPAL TANK            013 00 55.8
 DG3220
 DG3220|---------------------------------------------------------------------|
 DG3220| PID    Reference Object                     Distance      Geod. Az  |
 DG3220|                                                           dddmmss.s |
 DG3220| DG3221 POWDER SPRINGS MUNICIPAL TANK       APPROX. 9.1 KM 0141732.8 |
 DG3220| CZ2831 BEULAH RM 1                          56.577 METERS 02827     |
 DG3220| DG3219 CLARKSDALE CLARK THREAD CO TK       APPROX. 7.2 KM 0362737.5 |
 DG3220| CZ2832 BEULAH RM 5                                        2125604.5 |
 DG3220| DG1088 BEULAH AZIMUTH MARK                                2171549.1 |
 DG3220| DG1092 BEULAH RM 3                          30.331 METERS 22202     |
 DG3220| DG1093 BEULAH RM 4                          14.700 METERS 22311     |
 DG3220| DG3217 DOUGLASVILLE BEVER LOUIS TANK       APPROX. 3.9 KM 2291255.0 |
 DG3220| DG3218 DOUGLASVILLE BEVER LOUIS STACK      APPROX. 3.9 KM 2291957.1 |
 DG3220| DG3270 DOUGLASVILLE MUNICIPAL TANK         APPROX. 5.4 KM 2320336.6 |
 DG3220| DG3319 DOUGLASVILLE DOUGLAS CTHSE CUP      APPROX. 5.4 KM 2325645.3 |
 DG3220| DG1089 BEULAH RM 2                          35.612 METERS 26530     |
 DG3220|---------------------------------------------------------------------|
 DG3220
 DG3220                          SUPERSEDED SURVEY CONTROL
 DG3220
 DG3220  NAD 83(1994)-  33 46 45.41632(N)    084 42 15.03606(W) AD(       ) 1
 DG3220  NAD 83(1986)-  33 46 45.41714(N)    084 42 15.03504(W) AD(       ) 1
 DG3220  NAD 27      -  33 46 45.03200(N)    084 42 15.27000(W) AD(       ) 1
 DG3220  NGVD 29 (07/19/86)  364.38   (m)         1195.5    (f) LEVELING    3  
 DG3220
 DG3220.Superseded values are not recommended for survey control.
 DG3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3220.See file dsdata.txt to determine how the superseded data were derived.
 DG3220
 DG3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1258340052(NAD 83)
 DG3220_MARKER: DS = TRIANGULATION STATION DISK
 DG3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3220+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 DG3220
 DG3220  HISTORY     - Date     Condition        Report By
 DG3220  HISTORY     - 1941     MONUMENTED       CGS
 DG3220  HISTORY     - 1946     GOOD             CGS
 DG3220  HISTORY     - 1953     SEE DESCRIPTION  CGS
 DG3220  HISTORY     - 1965     GOOD             CGS
 DG3220  HISTORY     - 1973     GOOD             NGS
 DG3220  HISTORY     - 20050126 GOOD             GAPC
 DG3220
 DG3220                          STATION DESCRIPTION
 DG3220
 DG3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3220'STATION IS 3 MILES NE OF DOUGLASVILLE ON PROPERTY BELONGING
 DG3220'TO THE BEULAH BAPTIST CHURCH.  IT IS IN THE EXTREME SW CORNER
 DG3220'OF THE CHURCH GROUNDS, 28 PACES SW OF THE SW CORNER OF THE CHURCH
 DG3220'AND 15 PACES E OF THE E EDGE OF U.S. HIGHWAY 78.  IT IS A
 DG3220'STANDARD U.S.C. AND G.S. MARK STAMPED BEULAH 1941.
 DG3220'
 DG3220'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3220'BRONZE DISKS SET IN CONCRETE.
 DG3220'
 DG3220'REFERENCE MARK NO. 1 IS N OF THE STATION, 20 PACES NE OF U.S.
 DG3220'HIGHWAY 78.
 DG3220'
 DG3220'REFERENCE MARK NO. 2 IS W OF THE STATION, 15 PACES NW OF U.S.
 DG3220'HIGHWAY 78.
 DG3220'
 DG3220'AZIMUTH MARK IS SE OF THE STATION, 15 PACES W OF U.S. HIGHWAY 78,
 DG3220'AND 4 PACES E OF A SMALL LOG SHACK.
 DG3220'
 DG3220'TO REACH THE STATION FROM THE COURTHOUSE IN DOUGLASVILLE, GO
 DG3220'NE ON U.S. HIGHWAY 78 FOR 3.4 MILES TO SMALL WHITE CHURCH ON
 DG3220'RIGHT SIDE OF HIGHWAY AND STATION SITE.
 DG3220'
 DG3220'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DG3220
 DG3220                          STATION RECOVERY (1946)
 DG3220
 DG3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (BHR)
 DG3220'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 DG3220'
 DG3220'STATION WAS VISITED ON JUNE 11, 1946 DURING GRADING OPERATIONS
 DG3220'IN PREPARATION FOR BUILDING A NEW CHURCH.
 DG3220'
 DG3220'STATION MARK, TWO REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND
 DG3220'IN GOOD CONDITION.
 DG3220'
 DG3220'SINCE THE GRADING WILL RESULT IN THE STATION BEING COVERED BY
 DG3220'APPROXIMATELY 12 INCHES OF SOIL A SUFFICIENT NUMBER OF
 DG3220'MEASUREMENTS WERE TAKEN TO INSURE ITS FUTURE RECOVERY.  THE
 DG3220'TREES USED ARE THE ONLY TREES IN THE IMMEDIATE VICINITY AND
 DG3220'MEASUREMENTS ARE FROM POINT ON CIRCUMFERENCE RATHER THAN CENTER
 DG3220'OF TREES.
 DG3220'
 DG3220'DISTANCE FROM BEULAH TO POINT A--36 FEET, B--20.7 FEET, C--22.7
 DG3220'FEET, D--40.7 FEET, E--47.1 FEET, F--16.9 FEET
 DG3220
 DG3220                          STATION RECOVERY (1953)
 DG3220
 DG3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG3220'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND AS
 DG3220'DESCRIBED.  THE STATION MARK WAS FOUND 3 FT. UNDERGROUND, UNDER
 DG3220'THE SIDEWALK IN FRONT OF THE NEW BEULAH BAPTIST CHURCH.  THE
 DG3220'STATION MARK WAS TRANSFERRED TO THE TOP OF THE SIDEWALK BY
 DG3220'DRILLING A HOLE THROUGH THE SIDEWALK, AND PLUMBING A DISK IN
 DG3220'DIRECTLY ABOVE THE MARK BELOW.  THIS STATION NOW HAS TWO
 DG3220'UNDERGROUND MARKS AND 1 SURFACE MARK.  A COMPLETE NEW
 DG3220'DESCRIPTION FOLLOWS--
 DG3220'
 DG3220'THE STATION IS LOCATED ABOUT 3 MI. NW OF DOUGLASVILLE, ON THE
 DG3220'PROPERTY AND DIRECTLY IN FRONT OF THE BEULAH BAPTIST CHURCH.
 DG3220'IT IS 47.1 FT. E OF THE E EDGE OF THE CONCRETE ON U.S. HIGHWAY 78,
 DG3220'1 FT. E OF THE W EDGE OF THE SIDEWALK, 36.8 FT. W-SW OF THE NW
 DG3220'CORNER OF THE CHURCH, 32.2 FT. W-NW OF THE SW CORNER OF THE
 DG3220'CHURCH, AND 44 FT. N OF THE S END OF THE SIDEWALK.  IT IS A
 DG3220'STANDARD DISK, SET IN A DRILL HOLE IN THE SIDEWALK, AND STAMPED
 DG3220'BEULAH 1941 1953.
 DG3220'
 DG3220'REFERENCE MARK 1 IS 43.041 M. N OF THE STATION, 112 FT. N OF A
 DG3220'SMALL BRICK HOUSE, ON THE EXTENDED TANGENT OF THE W EDGE OF THE
 DG3220'SIDEWALK IN FRONT OF THE CHURCH, ON THE EXTENDED TANGENT OF THE S
 DG3220'SIDE OF THE SCHOOLHOUSE, AND 46 FT. E OF THE E EDGE OF THE
 DG3220'CONCRETE ON U.S. HIGHWAY 78.  IT IS STAMPED BEULAH NO 1 1941
 DG3220'AND PROJECTS 6 IN.
 DG3220'
 DG3220'REFERENCE MARK 2 IS 20.190 M. W OF THE STATION, AND ACROSS THE
 DG3220'ROAD.  IT IS 25 FT. E OF A POWERLINE POLE, AND 30.5 FT. W OF THE
 DG3220'W EDGE OF THE CONCRETE ON U.S. HIGHWAY 78.  IT IS 48 FT. NW OF
 DG3220'THE W END OF A CULVERT WHICH DRAINS THE HIGHWAY.  IT IS STAMPED
 DG3220'BEULAH NO 2 1941 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DG3220'
 DG3220'THE AZIMUTH MARK IS ABOUT 0.3 MI. SW OF THE STATION, ON THE
 DG3220'W SIDE OF U.S. HIGHWAY 78, 31 FT. W OF THE W EDGE OF THE HIGHWAY,
 DG3220'118 FT. N OF A DRIVEWAY, AND 69 FT. N OF THE FIRST POWERLINE POLE
 DG3220'N OF THE DRIVEWAY.  IT IS STAMPED BEULAH 1941 AND PROJECTS 3 IN.
 DG3220
 DG3220                          STATION RECOVERY (1965)
 DG3220
 DG3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 DG3220'R.M. NO. 1, DESTROYED AFTER OBSERVED
 DG3220'
 DG3220'RECOVERED THE STATION MARK AND AZ. MK. GOOD CONDITION THO
 DG3220'OBSTRUCTED, NO. 1 R.M. WITH DISK CAP GONE THO APPARENTLY OTHERWISE
 DG3220'UNDISTURBED, AND NO. 2 R.M. UPROOTED AT ITS DESCRIBED LOCATION.
 DG3220'R.M. NO. 2 RESET AT ORIGINAL LOCATION AND NEW ELEVATION
 DG3220'DETERMINED.  R.M. NO. 3 ESTABLISHED AND THEN NO. 1 R.M. DESTROYED
 DG3220'AND THE DISK SHANK RECLAIMED.  ALL REMAINING MARKS WERE/ARE
 DG3220'ALSO BENCH MARKS.
 DG3220'
 DG3220'ABOUT 3.3 MILES NORTHEASTERLY ALONG NO. 78 U.S. HWY.  (ROUGHLY
 DG3220'PARALLELS THE RAILROAD) FROM THE COURTHOUSE IN DOUGLASVILLE, ABOUT
 DG3220'80 YARDS SSW OF THE FRONT ENTRANCE OF THE NEW BEULAH BAPTIST
 DG3220'CHURCH, 56-1/2 FEET ESE OF CENTER LINE OF 22-FOOT ASPHALT
 DG3220'PAVEMENT OF HWY.  1.1 FEET LOWER THAN SAME, 36 FEET W OF MOST
 DG3220'NORTHERLY CORNER OF THE OLDER CHURCH BUILDING, 32-1/2 FEET NNW
 DG3220'OF THE W CORNER OF SAME, AND 0.7 FOOT ESE OF WNW EDGE OF
 DG3220'CONCRETE SIDEWALK AND ENTRANCE WALKWAY, STANDARD STATION DISK
 DG3220'STAMPED BEULAH 1941 1953 CEMENTED IN A HOLE IN THE SIDEWALK
 DG3220'AND 2 MARKS WITH THE DISKS STAMPED BEULAH 1941 UNDER THE MARK IN THE
 DG3220'SIDEWALK.  ELEVATION.  1195.470 FEET.
 DG3220'
 DG3220'R.M. NO. 2 RESET 1965, FLUSH WITH THE GROUND, IS 41 FEET WNW OF
 DG3220'CENTER LINE OF HWY.  0.4 FOOT LOWER THAN SAME, 57 FEET SSW OF
 DG3220'PROJECTED PLANE OF SSW WALL OF THE MAIN BUILDING OF DOUGLAS COUNTY
 DG3220'ELECTRIC MEMBERSHIP CORP. (R.E.A.), AND 3.5 FEET E OF CREOSOTED
 DG3220'POWER POLE.  ELEVATION.  1196.018 FEET.
 DG3220'
 DG3220'R.M. NO. 3, FLUSH, IS 34-1/2 FEET ESE OF CENTERLINE OF HWY., 1.7 FEET
 DG3220'LOWER THAN SAME, 54-1/2 FEET NNE OF POWER POLE, 12-1/2 FEET SSW
 DG3220'OF TELEPHONE POLE, AND 5.7 FEET SSW OF CHURCH-CEMETERY SW PROPERTY
 DG3220'LINE.  ELEVATION.  1193.983 FEET.
 DG3220'
 DG3220'THE AZIMUTH MARK STAMPED BEULAH 1941, PROJECTS 0.1 FOOT,
 DG3220'IS ABOUT 0.3 MILE S 37 DEG 16 MIN W FROM
 DG3220'STATION, NOW OBSTRUCTED BY TREES, ABOUT 85 YARDS NE OF THE LOCAL
 DG3220'CREST OF THE HWY. GRADES, ABOUT 35 YARDS NE OF SW END OF HWY.
 DG3220'CURVE, 41 FEET NW OF CENTER LINE OF THE HWY., 2.1 FEET HIGHER
 DG3220'THAN SAME, AND 1.8 FEET SW OF STEEL WITNESS POST.
 DG3220'
 DG3220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOUGLASVILLE--
 DG3220'3.3 MILES NE OF COURTHOUSE
 DG3220
 DG3220                          STATION RECOVERY (1973)
 DG3220
 DG3220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3220'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 DG3220'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT
 DG3220'VISIBLE FROM THE STATION AT THIS TIME.  THE STATION COULD NOT
 DG3220'BE BUILT OVER DUE TO ITS LOCATION.  REFERENCE MARK 4 WAS
 DG3220'ESTABLISHED, OCCUPIED, AND A TRAVERSE TIE WAS MADE, SEE
 DG3220'DESCRIPTION THEREOF.  A DISTANT REFERENCE MARK 5 WAS ALSO
 DG3220'ESTABLISHED AT THIS TIME.  IN COMPARISON TO THE 1965 DATA.  THE
 DG3220'DIRECTION BETWEEN REFERENCE MARKS 2 AND 3 COMPARES FAVORABLY,
 DG3220'THE DISTANCE TO REFERENCE MARK 3 COMPARES AND THE DISTANCE TO
 DG3220'REFERENCE MARK 2 IS NOTED TO BE GREATER BY 0.011 METER.  ALL
 DG3220'MARKS EXCEPT REFERENCE MARK 5 ARE ALSO BENCH MARKS.
 DG3220'
 DG3220'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG3220'
 DG3220'THE STATION IS LOCATED ABOUT 3.4 MILES NORTHEAST OF DOUGLASVILLE,
 DG3220'ALONG THE EAST SIDE OF U.S. HIGHWAY 78 AND AT THE SITE OF THE
 DG3220'BEULAH BAPTIST CHURCH.
 DG3220'
 DG3220'TO REACH FROM THE COURTHOUSE IN DOUGLASVILLE, GO NORTHEASTERLY
 DG3220'ON U.S. HIGHWAY 78 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE
 DG3220'LEFT.  CONTINUE FOR 35 YARDS TO COUNTY ROAD 86 ON THE RIGHT AND
 DG3220'REFERENCE MARK 5 AS DESCRIBED.  CONTINUE NORTHEAST FOR 0.3 MILE
 DG3220'TO THE BEULAH BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 DG3220'
 DG3220'THE SURFACE MARK, A STANDARD DISK STAMPED BEULAH 1941 1953, IS
 DG3220'CEMENTED IN A DRILL HOLE IN THE WEST-NORTHWEST EDGE OF A CONCRETE
 DG3220'SIDEWALK AT THE ENTRANCE TO THE CHURCH.  IT IS 54.5 FEET
 DG3220'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 37.5 FEET SOUTHWEST
 DG3220'OF THE NORTHWEST CORNER OF THE CHURCH, 33 FEET NORTH-NORTHWEST
 DG3220'OF THE SOUTHWEST CORNER AND 22 FEET WEST-NORTHWEST OF THE BOTTOM
 DG3220'STEP AT THE ENTRANCE TO THE CHURCH.  THE ORIGINAL SURFACE MARK
 DG3220'IS NOW 3 FEET BELOW THE SIDEWALK AND ITS UNDERGROUND
 DG3220'MARK AS STATED IN THE 1953 RECOVERY NOTE, ARE IN
 DG3220'PLACE.
 DG3220'
 DG3220'REFERENCE MARK 2, A STANDARD DISK STAMPED BEULAH NO 2 1941
 DG3220'RESET 1965, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DG3220'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 DG3220'WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 39.5 FEET EAST OF
 DG3220'THE EAST EDGE OF A PARKING LOT, 3.5 FEET EAST OF A UTILITY POLE
 DG3220'AND ABOUT 2 FEET ABOVE LEVEL OF THE HIGHWAY.
 DG3220'
 DG3220'REFERENCE MARK 3, A STANDARD DISK STAMPED BEULAH NO 3 1965,
 DG3220'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3220'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET SOUTHWEST
 DG3220'OF THE SOUTHWEST CORNER OF THE CHURCH, 34 FEET EAST-SOUTHEAST OF
 DG3220'THE CENTER OF THE HIGHWAY, 12.2 FEET SOUTH-SOUTHWEST OF A
 DG3220'UTILITY POLE, 7.5 FEET WEST OF A METAL WITNESS POST.
 DG3220'
 DG3220'REFERENCE MARK 4, A STANDARD DISK STAMPED BEULAH 1941 NO 4
 DG3220'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3220'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 DG3220'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 44 FEET
 DG3220'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 39 FEET NORTHEAST
 DG3220'OF THE UTILITY POLE AND 11 FEET WEST OF THE CORNER OF THE SIDEWALK.
 DG3220'
 DG3220'REFERENCE MARK 5, A STANDARD DISK STAMPED BEULAH 1941 NO 5
 DG3220'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3220'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET
 DG3220'EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 22 FEET NORTHEAST
 DG3220'OF THE COUNTY ROAD, 9 FEET NORTHWEST OF A UTILITY POLE NUMBER 156
 DG3220'AND 2.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 DG3220'
 DG3220'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEULAH 1941, IS SET
 DG3220'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DG3220'1 INCH ABOVE THE GROUND SURFACE.  IT IS 95 FEET NORTHEAST OF AN
 DG3220'UNDERGROUND WATER METER AT THE EDGE OF A DRIVEWAY, 41 FEET
 DG3220'NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 29 FEET
 DG3220'SOUTH-SOUTHWEST OF A 10-INCH PINE TREE AND ABOUT 3 FEET HIGHER
 DG3220'THAN THE ROAD SURFACE.
 DG3220'
 DG3220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3220'3.4 MILES NORTHEAST OF DOUGLASVILLE.
 DG3220
 DG3220                          STATION RECOVERY (2005)
 DG3220
 DG3220'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 DG3220'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1090 ***********************************************************************
 DG1090  DESIGNATION -  BEULAH RM 2 RESET 1965
 DG1090  PID         -  DG1090
 DG1090  STATE/COUNTY-  GA/DOUGLAS
 DG1090  USGS QUAD   -  AUSTELL (1992)
 DG1090
 DG1090                         *CURRENT SURVEY CONTROL
 DG1090  ___________________________________________________________________
 DG1090* NAD 83(1986)-  33 46 45.     (N)    084 42 15.     (W)     SCALED    
 DG1090* NAVD 88     -       364.62   (meters)    1196.3    (feet)  RESET     
 DG1090  ___________________________________________________________________
 DG1090  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG1090
 DG1090  VERT ORDER  -  THIRD
 DG1090
 DG1090.The horizontal coordinates were scaled from a topographic map and have
 DG1090.an estimated accuracy of +/- 6 seconds.
 DG1090
 DG1090.The orthometric height was computed from unverified reset data.
 DG1090
 DG1090.The geoid height was determined by GEOID03.
 DG1090
 DG1090;                    North         East    Units  Estimated Accuracy
 DG1090;SPC GA W     -   419,140.      650,220.      MT  (+/- 180 meters Scaled)
 DG1090
 DG1090                          SUPERSEDED SURVEY CONTROL
 DG1090
 DG1090.No superseded survey control is available for this station.
 DG1090
 DG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC125400(NAD 83)
 DG1090_MARKER: DR = REFERENCE MARK DISK
 DG1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1090_SP_SET: MONUMENT
 DG1090_STAMPING: BEULAH NO 2 1941 RESET 1965
 DG1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1090
 DG1090  HISTORY     - Date     Condition        Report By
 DG1090  HISTORY     - 1965     MONUMENTED       CGS
 DG1090  HISTORY     - 1973     GOOD             NGS
 DG1090
 DG1090                          STATION DESCRIPTION
 DG1090
 DG1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG1090'3.4 MI NE FROM DOUGLASVILLE.
 DG1090'3.4 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 78 FROM THE COURTHOUSE
 DG1090'IN DOUGLASVILLE, 116.84 FEET WEST AND ACROSS HIGHWAY FROM
 DG1090'TRIANGULATION STATION BEULAH, 87.42 FEET WEST-NORTHWEST AND ACROSS
 DG1090'HIGHWAY FROM REFERENCE MARK 4, 41 FEET WEST-NORTHWEST OF THE
 DG1090'CENTER OF THE HIGHWAY, 39.5 FEET EAST OF THE EAST EDGE OF A
 DG1090'PARKING LOT, 3.5 FEET EAST OF A UTILITY POLE AND ABOUT 2 FEET
 DG1090'HIGHER THAN THE ROAD SURFACE.  IT IS SET IN THE TOP OF A 12-INCH
 DG1090'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1092 ***********************************************************************
 DG1092  DESIGNATION -  BEULAH RM 3
 DG1092  PID         -  DG1092
 DG1092  STATE/COUNTY-  GA/DOUGLAS
 DG1092  USGS QUAD   -  AUSTELL (1992)
 DG1092
 DG1092                         *CURRENT SURVEY CONTROL
 DG1092  ___________________________________________________________________
 DG1092* NAD 83(1986)-  33 46 45.     (N)    084 42 15.     (W)     SCALED    
 DG1092* NAVD 88     -       364.00   (meters)    1194.2    (feet)  RESET     
 DG1092  ___________________________________________________________________
 DG1092  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG1092
 DG1092  VERT ORDER  -  THIRD
 DG1092
 DG1092.The horizontal coordinates were scaled from a topographic map and have
 DG1092.an estimated accuracy of +/- 6 seconds.
 DG1092
 DG1092.The orthometric height was computed from unverified reset data.
 DG1092
 DG1092.The geoid height was determined by GEOID03.
 DG1092
 DG1092;                    North         East    Units  Estimated Accuracy
 DG1092;SPC GA W     -   419,140.      650,220.      MT  (+/- 180 meters Scaled)
 DG1092
 DG1092                          SUPERSEDED SURVEY CONTROL
 DG1092
 DG1092.No superseded survey control is available for this station.
 DG1092
 DG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC125400(NAD 83)
 DG1092_MARKER: DR = REFERENCE MARK DISK
 DG1092_SETTING: 0 = UNSPECIFIED SETTING
 DG1092_STAMPING: BEULAH NO 3 1965
 DG1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG1092+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 DG1092
 DG1092  HISTORY     - Date     Condition        Report By
 DG1092  HISTORY     - 1965     MONUMENTED       CGS
 DG1092  HISTORY     - 1973     GOOD             NGS
 DG1092  HISTORY     - 20050126 GOOD             GAPC
 DG1092
 DG1092                          STATION DESCRIPTION
 DG1092
 DG1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG1092'3.4 MI NE FROM DOUGLASVILLE.
 DG1092'3.4 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 78 FROM THE COURTHOUSE
 DG1092'IN DOUGLASVILLE, 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DG1092'THE CHURCH, 99.51 FEET SOUTHWEST OF TRIANGULATION STATION BEULAH,
 DG1092'51.33 FEET SOUTHWEST OF REFERENCE MARK 4, 34 FEET EAST-SOUTHEAST
 DG1092'OF THE CENTER OF THE HIGHWAY, 12.2 FEET SOUTH-SOUTHWEST OF A
 DG1092'UTILITY POLE AND 7.5 FEET WEST OF A METAL WITNESS POST.
 DG1092
 DG1092                          STATION RECOVERY (2005)
 DG1092
 DG1092'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 DG1092'RECOVERED AS DESCRIBED.  THE STATION IS SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1093 ***********************************************************************
 DG1093  DESIGNATION -  BEULAH RM 4
 DG1093  PID         -  DG1093
 DG1093  STATE/COUNTY-  GA/DOUGLAS
 DG1093  USGS QUAD   -  AUSTELL (1992)
 DG1093
 DG1093                         *CURRENT SURVEY CONTROL
 DG1093  ___________________________________________________________________
 DG1093* NAD 83(1994)-  33 46 45.06326(N)    084 42 15.42626(W)     ADJUSTED  
 DG1093* NAVD 88     -       364.04   (meters)    1194.4    (feet)  RESET     
 DG1093  ___________________________________________________________________
 DG1093  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DG1093  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG1093
 DG1093  HORZ ORDER  -  FIRST
 DG1093  VERT ORDER  -  THIRD
 DG1093
 DG1093.The horizontal coordinates were established by classical geodetic methods
 DG1093.and adjusted by the National Geodetic Survey in September 1997..
 DG1093
 DG1093.The orthometric height was computed from unverified reset data.
 DG1093
 DG1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1093
 DG1093.The geoid height was determined by GEOID03.
 DG1093
 DG1093;                    North         East     Units Scale Factor Converg.
 DG1093;SPC GA W     -   419,143.050   650,208.789   MT  0.99993055   -0 17 56.1
 DG1093;SPC GA W     - 1,375,138.49  2,133,226.67   sFT  0.99993055   -0 17 56.1
 DG1093;UTM  16      - 3,740,041.358   712,573.176   MT  1.00015710   +1 16 36.8
 DG1093
 DG1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1093!SPC GA W     -   0.99994747  x   0.99993055  =   0.99987802
 DG1093!UTM  16      -   0.99994747  x   1.00015710  =   1.00010456
 DG1093
 DG1093:                Primary Azimuth Mark                     Grid Az
 DG1093:SPC GA W     -  CLARKSDALE CLARK THREAD CO TK            036 46 22.3
 DG1093:UTM  16      -  CLARKSDALE CLARK THREAD CO TK            035 11 49.4
 DG1093
 DG1093|---------------------------------------------------------------------|
 DG1093| PID    Reference Object                     Distance      Geod. Az  |
 DG1093|                                                           dddmmss.s |
 DG1093| DG3219 CLARKSDALE CLARK THREAD CO TK       APPROX. 7.3 KM 0362826.2 |
 DG1093| DG3224 DOUGLASVILLE BEULAH BAP CH           90.891 METERS 04300     |
 DG1093| DG3220 BEULAH RESET                         14.700 METERS 04311     |
 DG1093| CZ2832 BEULAH RM 5                                        2123537.3 |
 DG1093| DG1092 BEULAH RM 3                          15.643 METERS 22058     |
 DG1093| DG3223 DOUGLASVILLE E MUN TANK             APPROX. 4.3 KM 2283607.7 |
 DG1093| DG3270 DOUGLASVILLE MUNICIPAL TANK         APPROX. 5.4 KM 2320503.8 |
 DG1093| DG3226 DOUGLASVILLE RAD STA WDGL MAST      APPROX. 3.8 KM 2430128.0 |
 DG1093| DG1089 BEULAH RM 2                          26.645 METERS 28719     |
 DG1093|---------------------------------------------------------------------|
 DG1093
 DG1093                          SUPERSEDED SURVEY CONTROL
 DG1093
 DG1093  NAD 83(1994)-  33 46 45.06846(N)    084 42 15.42709(W) AD(       ) 1
 DG1093  NAD 83(1986)-  33 46 45.06926(N)    084 42 15.42610(W) AD(       ) 1
 DG1093  NAD 27      -  33 46 44.68413(N)    084 42 15.66098(W) AD(       ) 1
 DG1093  NGVD 29 (07/19/86)  363.96   (m)         1194.1    (f) LEVELING    3  
 DG1093
 DG1093.Superseded values are not recommended for survey control.
 DG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1093.See file dsdata.txt to determine how the superseded data were derived.
 DG1093
 DG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1257340041(NAD 83)
 DG1093_MARKER: DR = REFERENCE MARK DISK
 DG1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG1093_STAMPING: BEULAH 1941 NO 4 1973
 DG1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1093
 DG1093  HISTORY     - Date     Condition        Report By
 DG1093  HISTORY     - 1973     MONUMENTED       NGS
 DG1093  HISTORY     - 1973     GOOD             NGS
 DG1093
 DG1093                          STATION DESCRIPTION
 DG1093
 DG1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG1093'THE STATION IS LOCATED ABOUT 3.4 MILES NORTHEAST OF DOUGLASVILLE,
 DG1093'ALONG THE EAST SIDE OF U.S. HIGHWAY 78 AND AT THE SITE OF THE
 DG1093'BEULAH BAPTIST CHURCH.
 DG1093'
 DG1093'THE 1941 STATION COULD NOT BE BUILT OVER DUE TO ITS LOCATION
 DG1093'AT THE ENTRANCE TO THE CHURCH, SEE THE 1973 RECOVERY NOTE,
 DG1093'TRIANGULATION STATION BEULAH 1941.
 DG1093'
 DG1093'TO REACH FROM THE COURTHOUSE IN DOUGLASVILLE, GO NORTHEASTERLY
 DG1093'ON U.S. HIGHWAY 78 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE
 DG1093'LEFT.  CONTINUE FOR 35 YARDS TO COUNTY ROAD 86 ON THE RIGHT
 DG1093'AND REFERENCE MARK 5 AS DESCRIBED.  CONTINUE NORTHEAST FOR 0.3
 DG1093'MILE TO THE BEULAH BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 DG1093'
 DG1093'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED
 DG1093'BEULAH 1941 NO 4 1973, IS SET IN THE TOP OF A 12-INCH
 DG1093'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 DG1093'SURFACE.  IT IS 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DG1093'THE CHURCH, 44 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 DG1093'HIGHWAY, 39 FEET NORTHEAST OF A UTILITY POLE AND 11 FEET WEST
 DG1093'OF THE CORNER OF A SIDEWALK.  NO UNDERGROUND MARK WAS SET.
 DG1093'
 DG1093'THE 1941 STATION MARK, A STANDARD DISK STAMPED BEULAH 1941
 DG1093'1953, IS CEMENTED IN A DRILL HOLE IN THE WEST-NORTHWEST EDGE OF
 DG1093'A CONCRETE SIDEWALK AT THE ENTRANCE TO THE CHURCH.  IT IS 54.5
 DG1093'FEET EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 37.5 FEET
 DG1093'SOUTHWEST OF THE NORTHWEST CORNER, 33 FEET NORTH-NORTHWEST OF
 DG1093'THE SOUTHWEST CORNER OF THE CHURCH AND 22 FEET WEST-NORTHWEST OF
 DG1093'THE BOTTOM STEP AT THE ENTRANCE TO THE CHURCH.  THE ORIGINAL
 DG1093'SURFACE MARK IS NOW 3 FEET BELOW THE SIDEWALK, AND
 DG1093'ITS UNDERGROUND MARK AS STATED IN THE 1953 RECOVERY
 DG1093'NOTE, ARE IN PLACE.
 DG1093'
 DG1093'REFERENCE MARK 2, A STANDARD DISK STAMPED BEULAH NO 2 1941 RESET
 DG1093'1965, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DG1093'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 DG1093'WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 39.5 FEET EAST OF
 DG1093'THE EAST EDGE OF A PARKING LOT, 3.5 FEET EAST OF A UTILITY POLE
 DG1093'AND ABOUT 2 FEET HIGHER THAN THE ROAD SURFACE.
 DG1093'
 DG1093'REFERENCE MARK 3, A STANDARD DISK STAMPED BEULAH NO 3 1965, IS
 DG1093'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG1093'IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET SOUTHWEST OF
 DG1093'THE SOUTHWEST CORNER OF THE CHURCH, 34 FEET EAST-SOUTHEAST OF
 DG1093'THE CENTER OF THE HIGHWAY, 12.2 FEET SOUTH-SOUTHWEST OF A UTILITY
 DG1093'POLE AND 7.5 FEET WEST OF A METAL WITNESS POST.
 DG1093'
 DG1093'REFERENCE MARK 5, A STANDARD DISK STAMPED BEULAH 1941 NO 5
 DG1093'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG1093'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 27
 DG1093'FEET EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 22 FEET
 DG1093'NORTHEAST OF THE COUNTY ROAD CENTER, 9 FEET NORTHWEST OF A
 DG1093'UTILITY POLE, NUMBER 156 AND 2.5 FEET EAST-SOUTHEAST OF A METAL
 DG1093'WITNESS POST.
 DG1093'
 DG1093'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEULAH 1941, IS SET
 DG1093'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DG1093'1-INCH ABOVE THE GROUND SURFACE.  IT IS 95 FEET NORTHEAST OF
 DG1093'AN UNDERGROUND WATER METER AT THE EDGE OF A DRIVEWAY, 41 FEET
 DG1093'NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 29 FEET
 DG1093'SOUTH-SOUTHWEST OF A 10-INCH PINE TREE AND ABOUT 3 FEET HIGHER
 DG1093'THAN THE ROAD SURFACE.
 DG1093'
 DG1093'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT
 DG1093'THIS TIME.  ALL MARKS EXCEPT REFERENCE MARK 5 ARE ALSO BENCH MARKS.
 DG1093'
 DG1093'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DG1093
 DG1093                          STATION RECOVERY (1973)
 DG1093
 DG1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG1093'3.4 MI NE FROM DOUGLASVILLE.
 DG1093'3.4 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 78 FROM THE COURTHOUSE
 DG1093'IN DOUGLASVILLE, 87.42 FEET EAST-SOUTHEAST AND ACROSS HIGHWAY
 DG1093'FROM REFERENCE MARK 2, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DG1093'OF THE CHURCH, 48.23 FEET SOUTHWEST OF TRIANGULATION STATION
 DG1093'BEULAH, 44 FEET EAST-SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 DG1093'39 FEET NORTHEAST OF A UTILITY POLE AND 11 FEET WEST OF THE
 DG1093'CORNER OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3034 ***********************************************************************
 DG3034  DESIGNATION -  BEXTON
 DG3034  PID         -  DG3034
 DG3034  STATE/COUNTY-  GA/COWETA
 DG3034  USGS QUAD   -  SHARPSBURG (1982)
 DG3034
 DG3034                         *CURRENT SURVEY CONTROL
 DG3034  ___________________________________________________________________
 DG3034* NAD 83(1994)-  33 15 42.42822(N)    084 43 26.37137(W)     ADJUSTED  
 DG3034* NAVD 88     -       291.1    (meters)     955.     (feet)  VERTCON   
 DG3034  ___________________________________________________________________
 DG3034  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DG3034  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG3034
 DG3034  HORZ ORDER  -  FIRST
 DG3034
 DG3034.The horizontal coordinates were established by classical geodetic methods
 DG3034.and adjusted by the National Geodetic Survey in September 1997..
 DG3034
 DG3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3034
 DG3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3034
 DG3034.The geoid height was determined by GEOID03.
 DG3034
 DG3034;                    North         East     Units Scale Factor Converg.
 DG3034;SPC GA W     -   361,770.792   648,075.371   MT  0.99993323   -0 18 20.4
 DG3034;SPC GA W     - 1,186,909.67  2,126,227.28   sFT  0.99993323   -0 18 20.4
 DG3034;UTM  16      - 3,682,619.386   712,007.462   MT  1.00015420   +1 14 55.6
 DG3034
 DG3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3034!SPC GA W     -   0.99995884  x   0.99993323  =   0.99989207
 DG3034!UTM  16      -   0.99995884  x   1.00015420  =   1.00011304
 DG3034
 DG3034:                Primary Azimuth Mark                     Grid Az
 DG3034:SPC GA W     -  BEXTON AZ MK                             114 15 36.2
 DG3034:UTM  16      -  BEXTON AZ MK                             112 42 20.2
 DG3034
 DG3034|---------------------------------------------------------------------|
 DG3034| PID    Reference Object                     Distance      Geod. Az  |
 DG3034|                                                           dddmmss.s |
 DG3034| CZ2833 BEXTON AZ MK                                       1135715.8 |
 DG3034| CZ2836 BEXTON RM 3                                        1135715.8 |
 DG3034| CZ2834 BEXTON RM 1                          30.105 METERS 16505     |
 DG3034| DG3061 LUTHERSVILLE SOU RR MICROWAVE       APPROX. 6.6 KM 1971318.1 |
 DG3034| DG3067 LUTHERSVILLE GA PWR MICROWAVE       APPROX. 6.9 KM 2093635.0 |
 DG3034| CZ2835 BEXTON RM 2                          43.730 METERS 26308     |
 DG3034| DG3132 MORELAND WATER TANK                 APPROX. 5.0 KM 3012101.7 |
 DG3034|---------------------------------------------------------------------|
 DG3034
 DG3034                          SUPERSEDED SURVEY CONTROL
 DG3034
 DG3034  NAD 83(1994)-  33 15 42.43247(N)    084 43 26.37089(W) AD(       ) 1
 DG3034  NAD 83(1986)-  33 15 42.43403(N)    084 43 26.36968(W) AD(       ) 1
 DG3034  NAD 27      -  33 15 42.00602(N)    084 43 26.61389(W) AD(       ) 1
 DG3034  NGVD 29 (07/19/86)  291.1    (m)          955.     (f) VERT ANG       
 DG3034
 DG3034.Superseded values are not recommended for survey control.
 DG3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3034.See file dsdata.txt to determine how the superseded data were derived.
 DG3034
 DG3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1200782619(NAD 83)
 DG3034_MARKER: DH = HORIZONTAL CONTROL DISK
 DG3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3034_STAMPING: BEXTON 1973
 DG3034_MARK LOGO: NGS   
 DG3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3034+STABILITY: SURFACE MOTION
 DG3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3034+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 DG3034
 DG3034  HISTORY     - Date     Condition        Report By
 DG3034  HISTORY     - 1973     MONUMENTED       NGS
 DG3034  HISTORY     - 19940309 GOOD             GADT
 DG3034  HISTORY     - 19940328 GOOD             GADT
 DG3034  HISTORY     - 20000223 GOOD             GADT
 DG3034
 DG3034                          STATION DESCRIPTION
 DG3034
 DG3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3034'THE STATION IS LOCATED 9 MILES SOUTHEAST OF NEWNAN, 7 MILES
 DG3034'SOUTHWEST OF TURIN, 3-1/2 MILES NORTH-NORTHEAST OF LUTHERSVILLE,
 DG3034'IN A SMALL PASTURE, ON PROPERTY OWNED AND OCCUPIED BY L. W. BOWERS.
 DG3034'
 DG3034'TO REACH THE STATION FROM THE LUTHERSVILLE POST OFFICE, GO EAST
 DG3034'FOR 1/2 BLOCK TO A CROSSROAD.  TURN LEFT AND GO NORTH ON STATE
 DG3034'HIGHWAY 54 FOR 3.7 MILES TO A CROSSROAD (COUNTY ROUTE 185) AND
 DG3034'REFERENCE MARK 3 ON THE RIGHT.  TURN LEFT AND GO WEST ON BEXTON
 DG3034'ROAD FOR 0.05 MILE TO A FIELD ENTRANCE ON THE RIGHT.  TURN RIGHT,
 DG3034'PASSING THROUGH A GATE, THEN GO NORTHWEST ACROSS PASTURE FOR
 DG3034'0.1 MILE TO HIGH GROUND AND STATION.
 DG3034'
 DG3034'STATION MARKS ARE STANDARD DISKS STAMPED BEXTON 1973.  THE SURFACE
 DG3034'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3034'THAT IS 12 INCHES BELOW GROUND.  IT IS 140.5 FEET EAST OF A FENCE,
 DG3034'115.5 FEET NORTH OF A FENCE AND 100 FEET NORTH-NORTHWEST OF A
 DG3034'UTILITY POLE IN THE PASTURE.  THE UNDERGROUND DISK IS SET IN THE
 DG3034'TOP OF AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 DG3034'
 DG3034'REFERENCE MARK 1, A STANDARD DISK STAMPED BEXTON NO 1 1973, IS
 DG3034'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DG3034'FLUSH WITH THE GROUND.  IT IS 30 FEET NORTH OF A METAL WITNESS
 DG3034'POST IN THE FENCE LINE AND 1.5 FEET NORTHWEST OF THE UTILITY POLE.
 DG3034'
 DG3034'REFERENCE MARK 2, A STANDARD DISK STAMPED BEXTON NO 2 1973, IS
 DG3034'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DG3034'FLUSH WITH THE GROUND.  IT IS 65 FEET EAST OF THE SOUTHEAST CORNER
 DG3034'OF MR. BOWERS HOUSE, 64 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 DG3034'EAST OF A FENCE.
 DG3034'
 DG3034'REFERENCE MARK 3, A STANDARD DISK STAMPED BEXTON NO 3 1973, IS
 DG3034'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DG3034'IS FLUSH WITH THE GROUND.  IT IS 51 FEET EAST OF HIGHWAY 54, 39
 DG3034'FEET NORTH OF ROUTE 185, 5.5 FEET NORTH OF A UTILITY POLE AND
 DG3034'2 FEET NORTH OF A METAL WITNESS POST.
 DG3034'
 DG3034'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 DG3034
 DG3034                          STATION RECOVERY (1994)
 DG3034
 DG3034'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 DG3034'RECOVERED AS DESCRIBED.
 DG3034
 DG3034                          STATION RECOVERY (1994)
 DG3034
 DG3034'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 DG3034'RECOVERED AS DESCRIBED.
 DG3034
 DG3034                          STATION RECOVERY (2000)
 DG3034
 DG3034'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG3034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0641 ***********************************************************************
 DF0641  DESIGNATION -  BF
 DF0641  PID         -  DF0641
 DF0641  STATE/COUNTY-  GA/JASPER
 DF0641  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF0641
 DF0641                         *CURRENT SURVEY CONTROL
 DF0641  ___________________________________________________________________
 DF0641* NAD 83(1986)-  33 18 59.     (N)    083 47 41.     (W)     SCALED    
 DF0641* NAVD 88     -       197.954  (meters)     649.45   (feet)  ADJUSTED  
 DF0641  ___________________________________________________________________
 DF0641  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DF0641  DYNAMIC HT  -         197.739 (meters)     648.75  (feet)  COMP
 DF0641  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 DF0641
 DF0641  VERT ORDER  -  SECOND    CLASS 0
 DF0641
 DF0641.The horizontal coordinates were scaled from a topographic map and have
 DF0641.an estimated accuracy of +/- 6 seconds.
 DF0641
 DF0641.The orthometric height was determined by differential leveling
 DF0641.and adjusted by the National Geodetic Survey in June 1991..
 DF0641
 DF0641.The geoid height was determined by GEOID03.
 DF0641
 DF0641.The dynamic height is computed by dividing the NAVD 88
 DF0641.geopotential number by the normal gravity value computed on the
 DF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0641.degrees latitude (g = 980.6199 gals.).
 DF0641
 DF0641.The modeled gravity was interpolated from observed gravity values.
 DF0641
 DF0641;                    North         East    Units  Estimated Accuracy
 DF0641;SPC GA W     -   367,750.      734,630.      MT  (+/- 180 meters Scaled)
 DF0641
 DF0641                          SUPERSEDED SURVEY CONTROL
 DF0641
 DF0641  NGVD 29 (??/??/92)  198.011  (m)          649.64   (f) ADJ UNCH    2 0
 DF0641
 DF0641.Superseded values are not recommended for survey control.
 DF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0641.See file dsdata.txt to determine how the superseded data were derived.
 DF0641
 DF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS398898(NAD 83)
 DF0641_MARKER: N = NAIL
 DF0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0641_SP_SET: TREE ROOT
 DF0641_STAMPING: BF
 DF0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0641
 DF0641  HISTORY     - Date     Condition        Report By
 DF0641  HISTORY     - UNK      MONUMENTED       CGS
 DF0641  HISTORY     - 1958     GOOD             NGS
 DF0641
 DF0641                          STATION DESCRIPTION
 DF0641
 DF0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0641'6.8 MI W FROM MONTICELLO.
 DF0641'BF IS IN THE SOUTHWEST ROOT OF A 14-INCH CEDAR TREE, 24.4 FEET
 DF0641'NORTHEAST OF R 229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6034 ***********************************************************************
 DH6034  DESIGNATION -  BFGA RESET
 DH6034  PID         -  DH6034
 DH6034  STATE/COUNTY-  GA/HARRIS
 DH6034  USGS QUAD   -  BARTLETTS FERRY DAM (1983)
 DH6034
 DH6034                         *CURRENT SURVEY CONTROL
 DH6034  ___________________________________________________________________
 DH6034* NAD 83(1994)-  32 39 47.92344(N)    085 05 07.86104(W)     ADJUSTED  
 DH6034* NAVD 88     -       162.8    (meters)     534.     (feet)  GPS OBS   
 DH6034  ___________________________________________________________________
 DH6034  X           -     460,455.288 (meters)                     COMP
 DH6034  Y           -  -5,355,072.628 (meters)                     COMP
 DH6034  Z           -   3,422,656.384 (meters)                     COMP
 DH6034  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DH6034  ELLIP HEIGHT-         134.50  (meters)          (06/13/05) GPS OBS
 DH6034  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DH6034
 DH6034  HORZ ORDER  -  FIRST
 DH6034  ELLP ORDER  -  FOURTH    CLASS II
 DH6034
 DH6034.The horizontal coordinates were established by GPS observations
 DH6034.and adjusted by the GEORGIA POWER COMPANY in June 2005..
 DH6034
 DH6034.The orthometric height was determined by GPS observations and a
 DH6034.high-resolution geoid model.
 DH6034
 DH6034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6034
 DH6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6034
 DH6034.The ellipsoidal height was determined by GPS observations
 DH6034.and is referenced to NAD 83.
 DH6034
 DH6034.The geoid height was determined by GEOID03.
 DH6034
 DH6034;                    North         East     Units Scale Factor Converg.
 DH6034;SPC GA W     -   295,638.931   613,812.895   MT  0.99999157   -0 29 45.4
 DH6034;SPC GA W     -   969,942.06  2,013,817.81   sFT  0.99999157   -0 29 45.4
 DH6034;UTM  16      - 3,615,581.877   679,533.257   MT  0.99999746   +1 02 00.7
 DH6034
 DH6034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6034!SPC GA W     -   0.99997888  x   0.99999157  =   0.99997045
 DH6034!UTM  16      -   0.99997888  x   0.99999746  =   0.99997634
 DH6034
 DH6034                          SUPERSEDED SURVEY CONTROL
 DH6034
 DH6034.No superseded survey control is available for this station.
 DH6034
 DH6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7953315582(NAD 83)
 DH6034_MARKER: DD = SURVEY DISK
 DH6034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6034_STAMPING: BFGA RESET
 DH6034_MARK LOGO: GAPC  
 DH6034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6034+STABILITY: SURFACE MOTION
 DH6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6034+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DH6034
 DH6034  HISTORY     - Date     Condition        Report By
 DH6034  HISTORY     - 20050329 MONUMENTED       GAPC
 DH6034
 DH6034                          STATION DESCRIPTION
 DH6034
 DH6034'DESCRIBED BY GEORGIA POWER COMPANY 2005 (DLD)
 DH6034'THIS STATION IS LOCATED IN HARRIS COUNTY GEORGIA AT BARTLETTS FERRY
 DH6034'DAM ON THE GEORGIA  SIDE.
 DH6034' 
 DH6034'IT IS ON THE PROPERTY OF GEORGIA POWER COMPANY.
 DH6034' 
 DH6034'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 185 AND HWY
 DH6034'315, GO WEST ON  HWY 315 TO SR 103 AND SR 219.    GO NORTH ON SR 219/
 DH6034'SR 103 TO BARTLETTS FERRY ROAD ON THE  LEFT.  TAKE BARTLETTS FERRY
 DH6034'ROAD TO THE ENTRANCE OF THE GEORGIA POWER COMPANY DAM ON  THE LEFT.
 DH6034'OBTAIN ACCESS AT THE GATE AND TAKE THE ACCESS ROAD TO THE INTAKE AND
 DH6034'THE  STATION ON THE RIGHT.
 DH6034' 
 DH6034'THE STATION IS LOCATED 230 FEET WEST OF POLE NO. 2, 114 FEET NORTH OF
 DH6034'ACCESS ROAD  AND 12  FEET NORTH OF THE CENTER LINE OF A TRANSMISSION
 DH6034'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0810 ***********************************************************************
 DF0810  DESIGNATION -  BG
 DF0810  PID         -  DF0810
 DF0810  STATE/COUNTY-  GA/MONROE
 DF0810  USGS QUAD   -  EAST JULIETTE (1973)
 DF0810
 DF0810                         *CURRENT SURVEY CONTROL
 DF0810  ___________________________________________________________________
 DF0810* NAD 83(1986)-  33 03 46.     (N)    083 45 09.     (W)     SCALED    
 DF0810* NAVD 88     -       110.461  (meters)     362.40   (feet)  ADJUSTED  
 DF0810  ___________________________________________________________________
 DF0810  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF0810  DYNAMIC HT  -         110.343 (meters)     362.02  (feet)  COMP
 DF0810  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DF0810
 DF0810  VERT ORDER  -  FIRST     CLASS II
 DF0810
 DF0810.The horizontal coordinates were scaled from a topographic map and have
 DF0810.an estimated accuracy of +/- 6 seconds.
 DF0810
 DF0810.The orthometric height was determined by differential leveling
 DF0810.and adjusted by the National Geodetic Survey in June 1991..
 DF0810
 DF0810.The geoid height was determined by GEOID03.
 DF0810
 DF0810.The dynamic height is computed by dividing the NAVD 88
 DF0810.geopotential number by the normal gravity value computed on the
 DF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0810.degrees latitude (g = 980.6199 gals.).
 DF0810
 DF0810.The modeled gravity was interpolated from observed gravity values.
 DF0810
 DF0810;                    North         East    Units  Estimated Accuracy
 DF0810;SPC GA W     -   339,640.      738,670.      MT  (+/- 180 meters Scaled)
 DF0810
 DF0810                          SUPERSEDED SURVEY CONTROL
 DF0810
 DF0810  NGVD 29 (??/??/92)  110.549  (m)          362.69   (f) ADJ UNCH    1 2
 DF0810
 DF0810.Superseded values are not recommended for survey control.
 DF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0810.See file dsdata.txt to determine how the superseded data were derived.
 DF0810
 DF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS430616(NAD 83)
 DF0810_MARKER: N = NAIL
 DF0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0810_SP_SET: TREE ROOT
 DF0810_STAMPING: BG
 DF0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0810
 DF0810  HISTORY     - Date     Condition        Report By
 DF0810  HISTORY     - UNK      MONUMENTED       CGS
 DF0810  HISTORY     - 1958     GOOD             NGS
 DF0810
 DF0810                          STATION DESCRIPTION
 DF0810
 DF0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DF0810'4.2 MI SE FROM JULIETTE.
 DF0810'BG IS IN THE NORTHWEST ROOT OF A 16-INCH OAK TREE, 17.2 FEET WEST
 DF0810'OF W 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI4192 ***********************************************************************
 AI4192  SACS        -  This is a Secondary Airport Control Station.
 AI4192  DESIGNATION -  BGE A
 AI4192  PID         -  AI4192
 AI4192  STATE/COUNTY-  GA/DECATUR
 AI4192  USGS QUAD   -  BRINSON (1974)
 AI4192
 AI4192                         *CURRENT SURVEY CONTROL
 AI4192  ___________________________________________________________________
 AI4192* NAD 83(1994)-  30 58 25.24708(N)    084 37 53.40546(W)     ADJUSTED  
 AI4192* NAVD 88     -        38.89   (meters)     127.6    (feet)  GPS OBS   
 AI4192  ___________________________________________________________________
 AI4192  X           -     512,106.062 (meters)                     COMP
 AI4192  Y           -  -5,449,493.880 (meters)                     COMP
 AI4192  Z           -   3,263,397.614 (meters)                     COMP
 AI4192  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AI4192  ELLIP HEIGHT-          11.17  (meters)          (03/06/00) GPS OBS
 AI4192  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AI4192
 AI4192  HORZ ORDER  -  FIRST
 AI4192  ELLP ORDER  -  FOURTH    CLASS II
 AI4192
 AI4192.This mark is at Decatur Co Industrial Airpark  (BGE)
 AI4192
 AI4192.The horizontal coordinates were established by GPS observations
 AI4192.and adjusted by the National Geodetic Survey in March 2000..
 AI4192
 AI4192.The orthometric height was determined by GPS observations and a
 AI4192.high-resolution geoid model.
 AI4192
 AI4192.GPS derived orthometric heights for airport stations designated as
 AI4192.PACS or SACS are published to 2 decimal places.  This maintains
 AI4192.centimeter relative accuracy between the PACS and SACS.  It does
 AI4192.not indicate centimeter accuracy relative to other marks which are
 AI4192.part of the NAVD 88 network.
 AI4192
 AI4192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4192
 AI4192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4192
 AI4192.The ellipsoidal height was determined by GPS observations
 AI4192.and is referenced to NAD 83.
 AI4192
 AI4192.The geoid height was determined by GEOID03.
 AI4192
 AI4192;                    North         East     Units Scale Factor Converg.
 AI4192;SPC GA W     -   108,024.720   655,598.312   MT  0.99992431   -0 14 21.2
 AI4192;SPC GA W     -   354,411.10  2,150,908.80   sFT  0.99992431   -0 14 21.2
 AI4192;UTM  16      - 3,429,092.027   726,203.824   MT  1.00023121   +1 13 10.0
 AI4192
 AI4192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4192!SPC GA W     -   0.99999825  x   0.99992431  =   0.99992256
 AI4192!UTM  16      -   0.99999825  x   1.00023121  =   1.00022946
 AI4192
 AI4192:                Primary Azimuth Mark                     Grid Az
 AI4192:SPC GA W     -  B 188                                    298 09 06.4
 AI4192:UTM  16      -  B 188                                    296 41 35.2
 AI4192
 AI4192|---------------------------------------------------------------------|
 AI4192| PID    Reference Object                     Distance      Geod. Az  |
 AI4192|                                                           dddmmss.s |
 AI4192| BE1707 B 188                               APPROX. 0.5 KM 2975445.2 |
 AI4192|---------------------------------------------------------------------|
 AI4192
 AI4192                          SUPERSEDED SURVEY CONTROL
 AI4192
 AI4192.No superseded survey control is available for this station.
 AI4192
 AI4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2620429092(NAD 83)
 AI4192_MARKER: DD = SURVEY DISK
 AI4192_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4192_SP_SET: CONCRETE DRAIN BASIN
 AI4192_STAMPING: BGE A 1996
 AI4192_MARK LOGO: NGS   
 AI4192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4192+STABILITY: SURFACE MOTION
 AI4192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4192+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI4192
 AI4192  HISTORY     - Date     Condition        Report By
 AI4192  HISTORY     - 1996     MONUMENTED       NGS
 AI4192
 AI4192                          STATION DESCRIPTION
 AI4192
 AI4192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AI4192'THE STATION IS LOCATED ABOUT 50 MI (80.5 KM) SOUTHWEST FROM ALBANY, 5
 AI4192'MI (8.0 KM) NORTHWEST FROM BAINBRIDGE AT THE DECATUR COUNTY INDUSTRIAL
 AI4192'AIRPARK.  OWNERSHIP--DECATUR COUNTY, C/O INDUSTRIAL PARK MANAGER,
 AI4192'OLLIE M.  BROWN, INDUSTRIAL PARK, P.O.BOX 735, BAINBRIDGE, GA 31717.
 AI4192'WORK PHONE 912-248-3004.  HOME PHONE 912-246-7442.  TO REACH THE
 AI4192'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 27, 84 BY-PASS, 84
 AI4192'BUSINESS, AND STATE HIGHWAY 1 ON THE WEST SIDE OF BAINBRIDGE, GO
 AI4192'NORTHWEST ON HIGHWAYS 27/01 FOR 4.15 MI (6.68 KM) TO INDUSTRIAL
 AI4192'BOULEVARD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.8 MI (1.3 KM) TO A
 AI4192'RAILROAD CROSSING.  CONTINUE AHEAD AND GO WEST FOR 0.5 MI (0.8 KM) TO
 AI4192'4TH RAMP ROAD ON THE LEFT AT A FIRE STATION.  TURN LEFT AND GO SOUTH
 AI4192'ON ROAD FOR 0.1 MI (0.2 KM) TO THE OLD AIRPORT ADMINISTRATION BUILDING
 AI4192'ON THE RIGHT AND APRON.  CONTINUE AHEAD AND GO SOUTH ON ACROSS THE
 AI4192'APRON FOR 0.1 MI (0.2 KM) TO A APRON EDGE /PARALLEL TAXIWAY.  TURN
 AI4192'LEFT AND GO EAST ON THE APRON EDGE/PARALLEL TAXIWAY FOR 0.25 MI (0.40
 AI4192'KM) TO THE STATION ON THE RIGHT.  THE STATION DISK IS SET IN A DRILL
 AI4192'HOLE IN THE SOUTHEAST CORNER OF A 6 FT (1.8 M) BY 6 FT (1.8 M) BY PLUS
 AI4192'9 FT (2.7 M) DEEP CONCRETE STORM SEWER DRAIN. LOCATED 228.0 FT (69.5
 AI4192'M) SOUTH OF THE TAXIWAY CENTER, 137.0 FT (41.8 M) EAST OF A 0.5 FT
 AI4192'(15.2 CM) IN DIAMETER STEEL PIPE PROJECTING 2.0 FT (0.6 M) ABOVE
 AI4192'GROUND LEVEL, 91.5 FT (27.9 M) SOUTH-SOUTHEAST OF A 0.5 FT (15.2 CM)
 AI4192'DIAMETER STEEL PIPE PROJECTING 1.0 FT (0.3 M) ABOVE GROUND LEVEL, 2.0
 AI4192'FT (0.6 M) WEST OF A WITNESS POST, 0.5 FT (15.2 CM) NORTH OF THE SOUTH
 AI4192'EDGE OF THE CONCRETE STORM SEWER, 0.5 FT (15.2 CM) WEST OF THE EAST
 AI4192'EDGE OF THE CONCRETE STORM SEWER AND 1.0 FT (0.3 M) WEST OF A WITNESS
 AI4192'POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0811 ***********************************************************************
 DG0811  DESIGNATION -  BH
 DG0811  PID         -  DG0811
 DG0811  STATE/COUNTY-  GA/LAMAR
 DG0811  USGS QUAD   -  ORCHARD HILL (1982)
 DG0811
 DG0811                         *CURRENT SURVEY CONTROL
 DG0811  ___________________________________________________________________
 DG0811* NAD 83(1986)-  33 07 34.     (N)    084 11 40.     (W)     SCALED    
 DG0811* NAVD 88     -       255.727  (meters)     839.00   (feet)  ADJUSTED  
 DG0811  ___________________________________________________________________
 DG0811  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DG0811  DYNAMIC HT  -         255.437 (meters)     838.05  (feet)  COMP
 DG0811  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 DG0811
 DG0811  VERT ORDER  -  SECOND    CLASS 0
 DG0811
 DG0811.The horizontal coordinates were scaled from a topographic map and have
 DG0811.an estimated accuracy of +/- 6 seconds.
 DG0811
 DG0811.The orthometric height was determined by differential leveling
 DG0811.and adjusted by the National Geodetic Survey in June 1991..
 DG0811
 DG0811.The geoid height was determined by GEOID03.
 DG0811
 DG0811.The dynamic height is computed by dividing the NAVD 88
 DG0811.geopotential number by the normal gravity value computed on the
 DG0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0811.degrees latitude (g = 980.6199 gals.).
 DG0811
 DG0811.The modeled gravity was interpolated from observed gravity values.
 DG0811
 DG0811;                    North         East    Units  Estimated Accuracy
 DG0811;SPC GA W     -   346,590.      697,410.      MT  (+/- 180 meters Scaled)
 DG0811
 DG0811                          SUPERSEDED SURVEY CONTROL
 DG0811
 DG0811  NGVD 29 (??/??/92)  255.760  (m)          839.11   (f) ADJ UNCH    2 0
 DG0811
 DG0811.Superseded values are not recommended for survey control.
 DG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0811.See file dsdata.txt to determine how the superseded data were derived.
 DG0811
 DG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB617687(NAD 83)
 DG0811_MARKER: N = NAIL
 DG0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0811_SP_SET: TREE
 DG0811_STAMPING: BH
 DG0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0811
 DG0811  HISTORY     - Date     Condition        Report By
 DG0811  HISTORY     - 1958     MONUMENTED       CGS
 DG0811
 DG0811                          STATION DESCRIPTION
 DG0811
 DG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0811'0.7 MI N FROM MILNER.
 DG0811'SET IN THE NORTHEAST ROOT OF A 40-INCH OAK TREE, 74.9 FEET NORTHWEST
 DG0811'OF BENCH MARK C 232, 50.7 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1594 ***********************************************************************
 AI1594  PACS        -  This is a Primary Airport Control Station.
 AI1594  DESIGNATION -  BHC A
 AI1594  PID         -  AI1594
 AI1594  STATE/COUNTY-  GA/APPLING
 AI1594  USGS QUAD   -  ALMA NW (1971)
 AI1594
 AI1594                         *CURRENT SURVEY CONTROL
 AI1594  ___________________________________________________________________
 AI1594* NAD 83(1994)-  31 42 50.84655(N)    082 23 29.35944(W)     ADJUSTED  
 AI1594* NAVD 88     -        60.55   (meters)     198.7    (feet)  GPS OBS   
 AI1594  ___________________________________________________________________
 AI1594  X           -     719,059.835 (meters)                     COMP
 AI1594  Y           -  -5,383,002.936 (meters)                     COMP
 AI1594  Z           -   3,333,524.160 (meters)                     COMP
 AI1594  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AI1594  ELLIP HEIGHT-          32.21  (meters)          (09/21/99) GPS OBS
 AI1594  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AI1594
 AI1594  HORZ ORDER  -  A
 AI1594  ELLP ORDER  -  THIRD     CLASS I
 AI1594
 AI1594.This mark is at Baxley Airport (BHC)
 AI1594
 AI1594.The horizontal coordinates were established by GPS observations
 AI1594.and adjusted by the National Geodetic Survey in September 1999..
 AI1594
 AI1594.The orthometric height was determined by GPS observations and a
 AI1594.high-resolution geoid model.
 AI1594
 AI1594.GPS derived orthometric heights for airport stations designated as
 AI1594.PACS or SACS are published to 2 decimal places.  This maintains
 AI1594.centimeter relative accuracy between the PACS and SACS.  It does
 AI1594.not indicate centimeter accuracy relative to other marks which are
 AI1594.part of the NAVD 88 network.
 AI1594
 AI1594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1594
 AI1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1594
 AI1594.The ellipsoidal height was determined by GPS observations
 AI1594.and is referenced to NAD 83.
 AI1594
 AI1594.The geoid height was determined by GEOID03.
 AI1594
 AI1594;                    North         East     Units Scale Factor Converg.
 AI1594;SPC GA E     -   190,042.849   178,692.313   MT  0.99990560   -0 07 05.5
 AI1594;SPC GA E     -   623,498.91    586,259.70   sFT  0.99990560   -0 07 05.5
 AI1594;UTM  17      - 3,509,590.934   368,154.445   MT  0.99981439   -0 43 53.7
 AI1594
 AI1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1594!SPC GA E     -   0.99999494  x   0.99990560  =   0.99990054
 AI1594!UTM  17      -   0.99999494  x   0.99981439  =   0.99980933
 AI1594
 AI1594:                Primary Azimuth Mark                     Grid Az
 AI1594:SPC GA E     -  BHC C                                    075 46 16.5
 AI1594:UTM  17      -  BHC C                                    076 23 04.7
 AI1594
 AI1594|---------------------------------------------------------------------|
 AI1594| PID    Reference Object                     Distance      Geod. Az  |
 AI1594|                                                           dddmmss.s |
 AI1594| AI3927 BHC C                               APPROX. 0.5 KM 0753911.0 |
 AI1594|---------------------------------------------------------------------|
 AI1594
 AI1594                          SUPERSEDED SURVEY CONTROL
 AI1594
 AI1594.No superseded survey control is available for this station.
 AI1594
 AI1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6815409591(NAD 83)
 AI1594_MARKER: F = FLANGE-ENCASED ROD
 AI1594_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI1594_STAMPING: BHC A 1998
 AI1594_MARK LOGO: NGS   
 AI1594_PROJECTION: FLUSH
 AI1594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1594+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 AI1594_ROD/PIPE-DEPTH: 12.9 meters
 AI1594_SLEEVE-DEPTH  : 0.9 meters
 AI1594
 AI1594  HISTORY     - Date     Condition        Report By
 AI1594  HISTORY     - 1998     MONUMENTED       NGS
 AI1594  HISTORY     - 19990803 GOOD             NGS
 AI1594
 AI1594                          STATION DESCRIPTION
 AI1594
 AI1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI1594'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 7 KM
 AI1594'(4.35 MI) SOUTH OF BAXLEY AT THE BAXLEY MUNICIPAL AIRPORT, ACROSS THE
 AI1594'APRON FROM THE OFFICE, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 AI1594'THE RUNWAY AND THE TAXI FROM THE APRON, AND IN LINE WITH THE TWO TAXI
 AI1594'LIGHTS AT THE STOP LINE.  OWNERSHIP--JOHN LIL JULIANO, BAXLEY AIR, 361
 AI1594'AIRPORT ROAD, BAXLEY, GA 31513. TO REACH FROM THE JUNCTION OF U.S.
 AI1594'HIGHWAY 1 AND STATE HIGHWAYS 4 AND 15 NEAR THE SOUTH SIDE OF BAXLEY,
 AI1594'GO SOUTH ON HIGHWAYS 1 AND 4 FOR 6.2 KM (3.85 MI) TO AIRPORT ROAD ON
 AI1594'THE RIGHT.  TURN RIGHT SOUTHWEST, ON AIRPORT ROAD FOR 0.72 KM (0.45
 AI1594'MI) TO A GATE AT THE OFFICE AND APRON.  PASS THROUGH THE GATE, TURN
 AI1594'RIGHT, NORTHWEST ACROSS THE APRON AND ALONG A TAXI FOR 0.1 KM (0.05
 AI1594'MI) TO THE STATION ON THE LEFT JUST BEFORE THE RUNWAY.  THE STATION IS
 AI1594'A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AI1594'FILLED 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AI1594'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 29.7 M (97.4
 AI1594'FT) NORTH-NORTHWEST OF THE NORTH EDGE OF TGHE APRON, 26.8 M (87.9 FT)
 AI1594'SOUTH-SOUTHEAST OF THE RUNWAY CENTER, 19.3 M (63.3 FT) WEST-SOUTHWEST
 AI1594'OF THE TAXI CENTER, 15.9 M (52.2 FT) SOUTHEAST OF THE 1ST RUNWAY LIGHT
 AI1594'WEST OF THE TAXI, 9.4 M (30.8 FT) SOUTH-SOUTHEAST OF THE CENTER OF AN
 AI1594'ILLUMINATED TAXI INDICATOR BOX, AND 0.5 M (1.6 FT) EAST OF A
 AI1594'FIBERGLASS WITNESS POST.
 AI1594
 AI1594                          STATION RECOVERY (1999)
 AI1594
 AI1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI1594'RECOVERED AS DESCRIBED.  NOTE--THIS STATION IS DESIGNATED A PRIMARY
 AI1594'AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI3926 ***********************************************************************
 AI3926  SACS        -  This is a Secondary Airport Control Station.
 AI3926  DESIGNATION -  BHC B
 AI3926  PID         -  AI3926
 AI3926  STATE/COUNTY-  GA/APPLING
 AI3926  USGS QUAD   -  ALMA NW (1971)
 AI3926
 AI3926                         *CURRENT SURVEY CONTROL
 AI3926  ___________________________________________________________________
 AI3926* NAD 83(1994)-  31 42 41.94304(N)    082 24 06.14181(W)     ADJUSTED  
 AI3926* NAVD 88     -        60.37   (meters)     198.1    (feet)  GPS OBS   
 AI3926  ___________________________________________________________________
 AI3926  X           -     718,118.939 (meters)                     COMP
 AI3926  Y           -  -5,383,273.840 (meters)                     COMP
 AI3926  Z           -   3,333,290.792 (meters)                     COMP
 AI3926  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AI3926  ELLIP HEIGHT-          32.06  (meters)          (03/06/00) GPS OBS
 AI3926  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AI3926
 AI3926  HORZ ORDER  -  FIRST
 AI3926  ELLP ORDER  -  THIRD     CLASS I
 AI3926
 AI3926.This mark is at Baxley Airport (BHC)
 AI3926
 AI3926.The horizontal coordinates were established by GPS observations
 AI3926.and adjusted by the National Geodetic Survey in March 2000..
 AI3926
 AI3926.The orthometric height was determined by GPS observations and a
 AI3926.high-resolution geoid model.
 AI3926
 AI3926.GPS derived orthometric heights for airport stations designated as
 AI3926.PACS or SACS are published to 2 decimal places.  This maintains
 AI3926.centimeter relative accuracy between the PACS and SACS.  It does
 AI3926.not indicate centimeter accuracy relative to other marks which are
 AI3926.part of the NAVD 88 network.
 AI3926
 AI3926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3926
 AI3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3926
 AI3926.The ellipsoidal height was determined by GPS observations
 AI3926.and is referenced to NAD 83.
 AI3926
 AI3926.The geoid height was determined by GEOID03.
 AI3926
 AI3926;                    North         East     Units Scale Factor Converg.
 AI3926;SPC GA E     -   189,770.686   177,723.364   MT  0.99990612   -0 07 24.8
 AI3926;SPC GA E     -   622,605.99    583,080.74   sFT  0.99990612   -0 07 24.8
 AI3926;UTM  17      - 3,509,329.183   367,182.726   MT  0.99981757   -0 44 12.9
 AI3926
 AI3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3926!SPC GA E     -   0.99999497  x   0.99990612  =   0.99990109
 AI3926!UTM  17      -   0.99999497  x   0.99981757  =   0.99981254
 AI3926
 AI3926                          SUPERSEDED SURVEY CONTROL
 AI3926
 AI3926.No superseded survey control is available for this station.
 AI3926
 AI3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6718309329(NAD 83)
 AI3926_MARKER: DD = SURVEY DISK
 AI3926_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI3926_STAMPING: BHC B 1998
 AI3926_MARK LOGO: NGS   
 AI3926_PROJECTION: RECESSED 3 CENTIMETERS
 AI3926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3926+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI3926_ROD/PIPE-DEPTH: 0.9  meters
 AI3926
 AI3926  HISTORY     - Date     Condition        Report By
 AI3926  HISTORY     - 1998     MONUMENTED       NGS
 AI3926
 AI3926                          STATION DESCRIPTION
 AI3926
 AI3926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI3926'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF BAXLEY AT THE
 AI3926'BAXLEY MUNICIPAL AIRPORT, IN THE WEST PART OF THE AIRFIELD, IN THE
 AI3926'SOUTHWEST QUADRANT OF THE JUNCTION OF THE BLASTPAD AND RUNUP RAMP FOR
 AI3926'RUNWAY END 8, IN LINE WITH THE STOP LINE ON THE RUNUP RAMP.
 AI3926'OWNERSHIP--JOHN LIL JULIANO, BAXLEY AIR, 361 AIRPORT ROAD, BAXLEY, GA
 AI3926'31513.  PHONE 912-367-6269.  TO REACH FROM THE JUNCTION OF U.S.
 AI3926'HIGHWAY 1 AND STATE HIGHWAYS 4 AND 15 NEAR THE SOUTH SIDE OF BAXLEY,
 AI3926'GO SOUTH ON HIGHWAYS 1 AND 4 FOR 6.2 KM (3.85 MI) TO AIRPORT ROAD ON
 AI3926'THE RIGHT.  TURN RIGHT SOUTHWEST, ON AIRPORT ROAD FOR 0.72 KM (0.45
 AI3926'MI) TO A GATE AT THE OFFICE AND APRON.  PASS THROUGH THE GATE, TURN
 AI3926'RIGHT, NORTHWEST ACROSS THE APRON AND ALONG A TAXI FOR 0.1 KM (0.05
 AI3926'MI) TO THE RUNWAY.  TURN LEFT, WEST, ALONG THE RUNWAY FOR 0.96 KM
 AI3926'(0.60 MI) TO THE STATION ON THE LEFT THE STATION IS A SURVEY DISK ATOP
 AI3926'A 1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO
 AI3926'CAP SURROUNDED BY CONCRETE RECESSED 3 CM BELOW THE GROUND.  IT IS 38.7
 AI3926'M (127.0 FT) SOUTH-SOUTHEAST OF THE BLASTPAD CENTER, 37.3 M (122.4 FT)
 AI3926'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY AT THE PAINT
 AI3926'BAR, 27.7 M (90.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AI3926'BLASTPAD, 26.7 M (87.6 FT) SOUTHWEST OF THE SOUTH 1 OF 4 THRESHOLD
 AI3926'LIGHTS, 25.2 WEST-SOUTHWEST OF THE WEST EDGE OF THE RUNUP RAMP, AND
 AI3926'0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION
 AI3926'IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI3927 ***********************************************************************
 AI3927  SACS        -  This is a Secondary Airport Control Station.
 AI3927  DESIGNATION -  BHC C
 AI3927  PID         -  AI3927
 AI3927  STATE/COUNTY-  GA/APPLING
 AI3927  USGS QUAD   -  ALMA NW (1971)
 AI3927
 AI3927                         *CURRENT SURVEY CONTROL
 AI3927  ___________________________________________________________________
 AI3927* NAD 83(1994)-  31 42 55.00757(N)    082 23 10.32599(W)     ADJUSTED  
 AI3927* NAVD 88     -        60.34   (meters)     198.0    (feet)  GPS OBS   
 AI3927  ___________________________________________________________________
 AI3927  X           -     719,547.607 (meters)                     COMP
 AI3927  Y           -  -5,382,869.595 (meters)                     COMP
 AI3927  Z           -   3,333,633.069 (meters)                     COMP
 AI3927  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AI3927  ELLIP HEIGHT-          31.99  (meters)          (03/06/00) GPS OBS
 AI3927  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AI3927
 AI3927  HORZ ORDER  -  FIRST
 AI3927  ELLP ORDER  -  THIRD     CLASS I
 AI3927
 AI3927.This mark is at Baxley Airport (BHC)
 AI3927
 AI3927.The horizontal coordinates were established by GPS observations
 AI3927.and adjusted by the National Geodetic Survey in March 2000..
 AI3927
 AI3927.The orthometric height was determined by GPS observations and a
 AI3927.high-resolution geoid model.
 AI3927
 AI3927.GPS derived orthometric heights for airport stations designated as
 AI3927.PACS or SACS are published to 2 decimal places.  This maintains
 AI3927.centimeter relative accuracy between the PACS and SACS.  It does
 AI3927.not indicate centimeter accuracy relative to other marks which are
 AI3927.part of the NAVD 88 network.
 AI3927
 AI3927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3927
 AI3927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3927
 AI3927.The ellipsoidal height was determined by GPS observations
 AI3927.and is referenced to NAD 83.
 AI3927
 AI3927.The geoid height was determined by GEOID03.
 AI3927
 AI3927;                    North         East     Units Scale Factor Converg.
 AI3927;SPC GA E     -   190,169.977   179,193.658   MT  0.99990534   -0 06 55.5
 AI3927;SPC GA E     -   623,916.00    587,904.53   sFT  0.99990534   -0 06 55.5
 AI3927;UTM  17      - 3,509,712.676   368,657.077   MT  0.99981276   -0 43 43.8
 AI3927
 AI3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3927!SPC GA E     -   0.99999498  x   0.99990534  =   0.99990032
 AI3927!UTM  17      -   0.99999498  x   0.99981276  =   0.99980774
 AI3927
 AI3927:                Primary Azimuth Mark                     Grid Az
 AI3927:SPC GA E     -  BHC A                                    255 46 16.5
 AI3927:UTM  17      -  BHC A                                    256 23 04.8
 AI3927
 AI3927|---------------------------------------------------------------------|
 AI3927| PID    Reference Object                     Distance      Geod. Az  |
 AI3927|                                                           dddmmss.s |
 AI3927| AI1594 BHC A                               APPROX. 0.5 KM 2553921.0 |
 AI3927|---------------------------------------------------------------------|
 AI3927
 AI3927                          SUPERSEDED SURVEY CONTROL
 AI3927
 AI3927.No superseded survey control is available for this station.
 AI3927
 AI3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6865709713(NAD 83)
 AI3927_MARKER: DD = SURVEY DISK
 AI3927_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3927_SP_SET: CONCRETE DRAIN
 AI3927_STAMPING: BHC C 1998
 AI3927_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3927+STABILITY: SURFACE MOTION
 AI3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3927+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI3927
 AI3927  HISTORY     - Date     Condition        Report By
 AI3927  HISTORY     - 1998     MONUMENTED       NGS
 AI3927
 AI3927                          STATION DESCRIPTION
 AI3927
 AI3927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI3927'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF BAXLEY AT THE
 AI3927'BAXLEY MUNICIPAL AIRPORT, IN THE EAST PART OF THE AIRFIELD, NEAR THE
 AI3927'CENTER OF THE TURN AROUND FOR RUNWAY END 26.  OWNERSHIP--JOHN LIL
 AI3927'JULIANO, BAXLEY AIR, 361 AIRPORT ROAD, BAXLEY, GA 31513.  PHONE
 AI3927'912-367-6269.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 1 AND STATE
 AI3927'HIGHWAYS 4 AND 15 NEAR THE SOUTH SIDE OF BAXLEY, GO SOUTH ON HIGHWAYS
 AI3927'1 AND 4 FOR 6.2 KM (3.85 MI) TO AIRPORT ROAD ON THE RIGHT. TURN RIGHT
 AI3927'SOUTHWEST, ON AIRPORT ROAD FOR 0.72 KM (0.45 MI) TO A GATE AT THE
 AI3927'OFFICE AND APRON.  PASS THROUGH THE GATE, TURN RIGHT, NORTHWEST ACROSS
 AI3927'THE APRON AND ALONG A TAXI FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN
 AI3927'RIGHT, EAST, ALONG THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON
 AI3927'THE RIGHT.  THE STATION IS SET IN THE NORTHEAST CORNER OF A 1 M (3.3
 AI3927'FT) SQUARE CONCRETE AND STEEL DRAIN IN A LOW SPOT IN THE CENTER OF THE
 AI3927'TURN AROUND PROJECTING 5 CM ABOVE THE GROUND.  IT IS 33.9 M (111.2 FT)
 AI3927'SOUTH-SOUTHEAST OF THE RUNWAY CENTER, 20.8 M (68.2 FT) EAST-NORTHEAST
 AI3927'OF A TAXI CENTER, 20.6 M (67.6 FT) WEST-SOUTHWEST OF A TAXI CENTER,
 AI3927'4.7 M (15.4 FT) NORTH-NORTHWEST OF THE EXTENDED STOP LINES CENTER, 0.5
 AI3927'M (1.6 FT) NORTHEAST OF THE CENTER OF THE DRAIN, 0.03 M (0.10 FT)
 AI3927'NORTHEAST OF THE NORTHEAST RIM OF THE STEEL DRAIN, AND 0.25 M (0.82
 AI3927'FT) WEST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION IS
 AI3927'DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2609 ***********************************************************************
 CL2609  DESIGNATION -  BIBB 2
 CL2609  PID         -  CL2609
 CL2609  STATE/COUNTY-  GA/BIBB
 CL2609  USGS QUAD   -  MACON WEST (1985)
 CL2609
 CL2609                         *CURRENT SURVEY CONTROL
 CL2609  ___________________________________________________________________
 CL2609* NAD 83(1994)-  32 48 43.74364(N)    083 38 02.08558(W)     ADJUSTED  
 CL2609* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 CL2609  ___________________________________________________________________
 CL2609  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CL2609  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CL2609
 CL2609  HORZ ORDER  -  SECOND
 CL2609
 CL2609.The horizontal coordinates were established by classical geodetic methods
 CL2609.and adjusted by the National Geodetic Survey in September 1997..
 CL2609
 CL2609.The orthometric height was scaled from a topographic map.
 CL2609
 CL2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2609
 CL2609.The geoid height was determined by GEOID03.
 CL2609
 CL2609;                    North         East     Units Scale Factor Converg.
 CL2609;SPC GA W     -   311,896.175   749,888.121   MT  0.99993068   +0 17 19.3
 CL2609;SPC GA W     - 1,023,279.37  2,460,257.94   sFT  0.99993068   +0 17 19.3
 CL2609;UTM  17      - 3,633,535.183   253,394.654   MT  1.00034993   -1 25 40.8
 CL2609
 CL2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2609!SPC GA W     -   0.99998873  x   0.99993068  =   0.99991941
 CL2609!UTM  17      -   0.99998873  x   1.00034993  =   1.00033865
 CL2609
 CL2609:                Primary Azimuth Mark                     Grid Az
 CL2609:SPC GA W     -  SOUTHERN=L 19                            167 43 02.5
 CL2609:UTM  17      -  SOUTHERN=L 19                            169 26 02.6
 CL2609
 CL2609|---------------------------------------------------------------------|
 CL2609| PID    Reference Object                     Distance      Geod. Az  |
 CL2609|                                                           dddmmss.s |
 CL2609| CL0910 SOUTHERN=L 19                       APPROX. 1.0 KM 1680021.8 |
 CL2609| CY7799 BIBB 2 RM                            16.820 METERS 18030     |
 CL2609|---------------------------------------------------------------------|
 CL2609
 CL2609                          SUPERSEDED SURVEY CONTROL
 CL2609
 CL2609  NAD 83(1986)-  32 48 43.74789(N)    083 38 02.08461(W) AD(       ) 2
 CL2609  NAD 27      -  32 48 43.24100(N)    083 38 02.42100(W) AD(       ) 2
 CL2609
 CL2609.Superseded values are not recommended for survey control.
 CL2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2609.See file dsdata.txt to determine how the superseded data were derived.
 CL2609
 CL2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5339533535(NAD 83)
 CL2609_MARKER: DS = TRIANGULATION STATION DISK
 CL2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2609
 CL2609  HISTORY     - Date     Condition        Report By
 CL2609  HISTORY     - 1917     MONUMENTED       CGS
 CL2609  HISTORY     - 1922     GOOD             CGS
 CL2609  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL2609
 CL2609                          STATION DESCRIPTION
 CL2609
 CL2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL2609'ON GEORGIA SOUTHERN AND FLORIDA RAILWAY, 9-3/4 RAILS EAST OF 1
 CL2609'MILE CROSSING BOARD, BETWEEN FREIGHT AND OUTGOING PASSENGER
 CL2609'TRACK, OPPOSITE COALING STATION, 5 METERS (16 FEET) EAST OF
 CL2609'SOUTHEAST CORNER OF TOOL HOUSE.  REFERENCE MARK,
 CL2609'IS 16.82 METERS (55.2 FEET) FROM STATION IN GRID AZIMUTH 0
 CL2609'DEG 13 MIN.
 CL2609
 CL2609                          STATION RECOVERY (1949)
 CL2609
 CL2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL2609'THE ORIGINAL DESCRIPTION IS ENTIRELY INADEQUATE DUE TO THE
 CL2609'FACT THAT A TOOL HOUSE AND A COALING STATION HAVE BEEN REMOVED.
 CL2609'THE AREA WAS A RAILROAD ROUNDHOUSE AND GENERAL REPAIRS AREA
 CL2609'MANY YEARS AGO, BUT THE ROUNDHOUSE HAS NOW FALLEN IN, AND THE
 CL2609'AREA IS USED ONLY FOR THE STORAGE OF EMPTY BOXCARS AND SUCH IF AT
 CL2609'ALL.  THE DESCRIPTION CANNOT BE MADE ADEQUATE SINCE THE STATION
 CL2609'WAS NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2626 ***********************************************************************
 CL2626  DESIGNATION -  BIBB COUNTY LOT
 CL2626  PID         -  CL2626
 CL2626  STATE/COUNTY-  GA/BIBB
 CL2626  USGS QUAD   -  MACON WEST (1985)
 CL2626
 CL2626                         *CURRENT SURVEY CONTROL
 CL2626  ___________________________________________________________________
 CL2626* NAD 83(1994)-  32 49 04.83390(N)    083 43 59.89940(W)     ADJUSTED  
 CL2626* NAVD 88     -                                                        
 CL2626  ___________________________________________________________________
 CL2626  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CL2626  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CL2626
 CL2626  HORZ ORDER  -  THIRD
 CL2626
 CL2626.The horizontal coordinates were established by classical geodetic methods
 CL2626.and adjusted by the National Geodetic Survey in September 1997..
 CL2626
 CL2626
 CL2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2626
 CL2626.The geoid height was determined by GEOID03.
 CL2626
 CL2626;                    North         East     Units Scale Factor Converg.
 CL2626;SPC GA W     -   312,503.298   740,578.047   MT  0.99992030   +0 14 05.5
 CL2626;SPC GA W     - 1,025,271.24  2,429,713.14   sFT  0.99992030   +0 14 05.5
 CL2626;UTM  17      - 3,634,421.372   244,102.740   MT  1.00040752   -1 28 55.9
 CL2626
 CL2626                          SUPERSEDED SURVEY CONTROL
 CL2626
 CL2626  NAD 83(1986)-  32 49 04.83880(N)    083 43 59.89773(W) AD(       ) 4
 CL2626  NAD 27      -  32 49 04.33664(N)    083 44 00.23840(W) AD(       ) 3
 CL2626
 CL2626.Superseded values are not recommended for survey control.
 CL2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2626.See file dsdata.txt to determine how the superseded data were derived.
 CL2626
 CL2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4410334421(NAD 83)
 CL2626_MARKER: 57 = LOOKOUT TOWER
 CL2626
 CL2626  HISTORY     - Date     Condition        Report By
 CL2626  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2626
 CL2626                          STATION DESCRIPTION
 CL2626
 CL2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2626'THE STATION IS THE APEX OF THE ROOF ON THE MACON BIBB COUNTY
 CL2626'LOOKOUT TOWER, OWNED BY THE GEORGIA FOREST SERVICE.  THE TOWER
 CL2626'IS A FOUR LEGGED SKELETON STEEL STRUCTURE, WITH OBSERVATION
 CL2626'CABIN AT THE TOP AND A CAT-WALK AROUND CABIN.  IT IS SILVER IN
 CL2626'COLOR AND IS 90 FEET HIGH.
 CL2626'
 CL2626'STATION IS LOCATED ABOUT 5 MILES WEST OF THE CENTER OF MACON,
 CL2626'0.15 MILE WEST OF INTERSTATE HIGHWAY I-475 AND 0.2 MILE NORTH
 CL2626'OF COLUMBUS ROAD (OLD U.S. HWY. 80).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1603 ***********************************************************************
 CL1603  DESIGNATION -  BIBB=Z 20
 CL1603  PID         -  CL1603
 CL1603  STATE/COUNTY-  GA/PEACH
 CL1603  USGS QUAD   -  BYRON (1985)
 CL1603
 CL1603                         *CURRENT SURVEY CONTROL
 CL1603  ___________________________________________________________________
 CL1603* NAD 83(1994)-  32 40 43.88511(N)    083 45 06.27687(W)     ADJUSTED  
 CL1603* NAVD 88     -       143.616  (meters)     471.18   (feet)  POSTED    
 CL1603  ___________________________________________________________________
 CL1603  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CL1603  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CL1603  DYNAMIC HT  -         143.450 (meters)     470.64  (feet)  COMP
 CL1603  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CL1603
 CL1603  HORZ ORDER  -  FIRST
 CL1603  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1603
 CL1603.The horizontal coordinates were established by classical geodetic methods
 CL1603.and adjusted by the National Geodetic Survey in September 1997..
 CL1603
 CL1603.The orthometric height was determined by differential leveling
 CL1603.and adjusted by the National Geodetic Survey in 1992..
 CL1603.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1603.rate of 0.0 thru 1.0 mm/km.
 CL1603
 CL1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1603
 CL1603.The geoid height was determined by GEOID03.
 CL1603
 CL1603.The dynamic height is computed by dividing the NAVD 88
 CL1603.geopotential number by the normal gravity value computed on the
 CL1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1603.degrees latitude (g = 980.6199 gals.).
 CL1603
 CL1603.The modeled gravity was interpolated from observed gravity values.
 CL1603
 CL1603;                    North         East     Units Scale Factor Converg.
 CL1603;SPC GA W     -   297,065.741   738,912.013   MT  0.99991866   +0 13 26.5
 CL1603;SPC GA W     -   974,623.19  2,424,247.16   sFT  0.99991866   +0 13 26.5
 CL1603;UTM  17      - 3,619,032.936   241,974.700   MT  1.00042103   -1 29 11.7
 CL1603
 CL1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1603!SPC GA W     -   0.99998167  x   0.99991866  =   0.99990033
 CL1603!UTM  17      -   0.99998167  x   1.00042103  =   1.00040269
 CL1603
 CL1603:                Primary Azimuth Mark                     Grid Az
 CL1603:SPC GA W     -  STONE=Y 20                               024 13 55.5
 CL1603:UTM  17      -  STONE=Y 20                               025 56 33.7
 CL1603
 CL1603|---------------------------------------------------------------------|
 CL1603| PID    Reference Object                     Distance      Geod. Az  |
 CL1603|                                                           dddmmss.s |
 CL1603| CL1604 STONE=Y 20                          465.768 METERS 0242722.0 |
 CL1603| CY7798 BIBB RM                                            28340     |
 CL1603|---------------------------------------------------------------------|
 CL1603
 CL1603                          SUPERSEDED SURVEY CONTROL
 CL1603
 CL1603  NAD 83(1986)-  32 40 43.88986(N)    083 45 06.27482(W) AD(       ) 1
 CL1603  NAD 27      -  32 40 43.36600(N)    083 45 06.60100(W) AD(       ) 1
 CL1603
 CL1603.Superseded values are not recommended for survey control.
 CL1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1603.See file dsdata.txt to determine how the superseded data were derived.
 CL1603
 CL1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4197519033(NAD 83)
 CL1603_MARKER: DS = TRIANGULATION STATION DISK
 CL1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1603
 CL1603  HISTORY     - Date     Condition        Report By
 CL1603  HISTORY     - 1917     MONUMENTED       CGS
 CL1603  HISTORY     - 1922     GOOD             CGS
 CL1603  HISTORY     - 1949     GOOD             CGS
 CL1603  HISTORY     - 1954     GOOD             CGS
 CL1603
 CL1603                          STATION DESCRIPTION
 CL1603
 CL1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1603'ABOUT 15-3/16 MILES SOUTHWEST OF MACON, 14-1/4 RAILS SOUTHWEST
 CL1603'OF BATTERY BOX FOR SEMAPHORE POLE, 5 METERS (16 FEET) EAST
 CL1603'OF TALL TELEGRAPH POLE NEAR BANK THROUGH WHICH MERLE SIDETRACK
 CL1603'RUNS, AND ABOUT 39 METERS (128 FEET) TO RIGHT FROM CENTRAL
 CL1603'OF GEORGIA RAILWAY TRACK.  SURFACE MARK IS STANDARD DISK
 CL1603'IN CONCRETE.  UNDERGROUND MARK IS NAIL IN CONCRETE.
 CL1603'REFERENCE MARK IS STANDARD DISK IN CONCRETE,
 CL1603'8.735 METERS (28.66 FEET) FROM STATION IN GRID AZIMUTH
 CL1603'103 DEG 27 MIN.
 CL1603
 CL1603                          STATION RECOVERY (1949)
 CL1603
 CL1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1603'THE STATION IS 1.8 MILES NNE ALONG THE CENTRAL OF GEORGIA
 CL1603'RAILWAY FROM THE RAILROAD DEPOT AT BYRON, 0.2 MILE SSW OF
 CL1603'MILEPOST S-206, ON THE HIGHEST POINT OF THE BANK OF A CUT,
 CL1603'AN ESTIMATED 80 FEET W OF THE RAILS, ABOUT HALFWAY BETWEEN
 CL1603'TWO TELEPHONE POLES, 5 FEET W OF THE TOP OF THE CUT SLOPE,
 CL1603'AND AN ESTIMATED 30 FEET ABOVE THE LEVEL OF THE ROADBED.
 CL1603'
 CL1603'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CL1603'IN CONCRETE.  SURFACE MARK PROJECTS 4 INCHES AND THE DISK
 CL1603'IS STAMPED BIBB Z 20 1917 ELEV. 471.613.
 CL1603'
 CL1603'THE DISTANCE OF 8.735 METERS (28.66 FEET) AND GRID AZIMUTH
 CL1603'OF 103 DEG 27 MIN PLACED THE ONLY REFERENCE MARK DIRECTLY
 CL1603'IN A BULLDOZER SCRAPE RUN.  NO EVIDENCE OF THIS REFERENCE
 CL1603'MARK COULD BE FOUND.
 CL1603
 CL1603                          STATION RECOVERY (1954)
 CL1603
 CL1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1603'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CL1603'IN THE 1949 RECOVERY NOTE BY C.M.T.  THE REFERENCE MARK
 CL1603'HAS BEEN DESTROYED.
 CL1603'
 CL1603'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1610 ***********************************************************************
 BS1610  DESIGNATION -  BICKLEY
 BS1610  PID         -  BS1610
 BS1610  STATE/COUNTY-  GA/WARE
 BS1610  USGS QUAD   -  BEACH (1988)
 BS1610
 BS1610                         *CURRENT SURVEY CONTROL
 BS1610  ___________________________________________________________________
 BS1610* NAD 83(1994)-  31 23 06.23547(N)    082 32 05.96469(W)     ADJUSTED  
 BS1610* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BS1610  ___________________________________________________________________
 BS1610  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BS1610  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BS1610
 BS1610  HORZ ORDER  -  FIRST
 BS1610
 BS1610.The horizontal coordinates were established by classical geodetic methods
 BS1610.and adjusted by the National Geodetic Survey in September 1997..
 BS1610
 BS1610.The orthometric height was scaled from a topographic map.
 BS1610
 BS1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1610
 BS1610.The geoid height was determined by GEOID03.
 BS1610
 BS1610;                    North         East     Units Scale Factor Converg.
 BS1610;SPC GA E     -   153,597.483   164,969.068   MT  0.99991513   -0 11 30.6
 BS1610;SPC GA E     -   503,927.74    541,236.02   sFT  0.99991513   -0 11 30.6
 BS1610;UTM  17      - 3,473,296.481   354,044.626   MT  0.99986276   -0 47 58.4
 BS1610
 BS1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1610!SPC GA E     -   0.99999612  x   0.99991513  =   0.99991125
 BS1610!UTM  17      -   0.99999612  x   0.99986276  =   0.99985888
 BS1610
 BS1610|---------------------------------------------------------------------|
 BS1610| PID    Reference Object                     Distance      Geod. Az  |
 BS1610|                                                           dddmmss.s |
 BS1610| CW4638 BICKLEY RM 1                         30.264 METERS 21236     |
 BS1610| CW4639 BICKLEY RM 2                         52.916 METERS 30032     |
 BS1610| CW4637 BICKLEY AZ MK                                      3334926.7 |
 BS1610|---------------------------------------------------------------------|
 BS1610
 BS1610                          SUPERSEDED SURVEY CONTROL
 BS1610
 BS1610  NAD 83(1986)-  31 23 06.24405(N)    082 32 05.96859(W) AD(       ) 1
 BS1610  NAD 27      -  31 23 05.49300(N)    082 32 06.50200(W) AD(       ) 1
 BS1610
 BS1610.Superseded values are not recommended for survey control.
 BS1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1610.See file dsdata.txt to determine how the superseded data were derived.
 BS1610
 BS1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ5404573296(NAD 83)
 BS1610_MARKER: DS = TRIANGULATION STATION DISK
 BS1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1610
 BS1610  HISTORY     - Date     Condition        Report By
 BS1610  HISTORY     - 1935     MONUMENTED       CGS
 BS1610  HISTORY     - 1969     GOOD             CGS
 BS1610
 BS1610                          STATION DESCRIPTION
 BS1610
 BS1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1610'ABOUT 4.8 MILES SOUTHEAST OF BICKLEY, ON SOUTH SIDE OF GRADED ROAD
 BS1610'LEADING FROM DIXIE UNION SCHOOL TO BICKLEY VIA BICKLEY SCHOOL, IN
 BS1610'OPEN TIMBERED LAND 0.1 MILE EAST OF FARMHOUSE, 8 PACES SOUTH OF
 BS1610'CENTER LINE OF ROAD, 8 PACES NORTH OF 8-INCH TRIANGULAR-BLAZED PINE
 BS1610'AND 7 PACES WEST OF 10-INCH TRIANGULAR-BLAZED PINE.  TO REACH FROM
 BS1610'WAYCROSS, GO NORTH ABOUT 12.0 MILES ON U.S. HIGHWAY 1 TO DIXIE
 BS1610'UNION SCHOOL.  CONTINUE ON U.S. HIGHWAY 1 ABOUT 250 YARDS TO Y-ROAD
 BS1610'AND TAKE LEFT (NORTHWEST) ROAD FOR 5.6 MILES TO STATION.  SURFACE
 BS1610'AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BS1610'UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 BS1610'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1
 BS1610'PROJECTS 6 INCHES, IS 2 PACES SOUTHEAST OF 6-INCH PINE TREE AND
 BS1610'99.29 FEET SOUTH OF STATION S 32 DEG 36 MIN W.  NO. 2 PROJECTS
 BS1610'6 INCHES, IS 14 PACES SOUTH OF CENTER LINE OF ROAD AND 173.61 FEET
 BS1610'WEST OF STATION N 59 DEG 28 MIN W.  AZIMUTH MARK PROJECTS 6
 BS1610'INCHES, IS IN FENCE CORNER, DIAGONALLY ACROSS CULTIVATED FIELD FROM
 BS1610'STATION, ABOUT 20 PACES NORTH OF BARN AND 0.2 MILE NORTHWEST OF
 BS1610'STATION N 26 DEG 10 MIN W.
 BS1610
 BS1610                          STATION RECOVERY (1969)
 BS1610
 BS1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 BS1610'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BS1610'RECOVERED IN GOOD CONDITION.
 BS1610'
 BS1610'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTH-SOUTHWEST OF ALMA
 BS1610'AND 16 MILES NORTHWEST OF WAYCROSS, 30 FT. SOUTH OF THE CENTER OF A
 BS1610'PAVED ROAD, 36 FT. WEST OF THE CENTER OF EAST DRIVEWAY TO HOUSE,
 BS1610'170 FT. NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND IN
 BS1610'THE FRONT LAWN.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 BS1610'STAMPED BICKLEY 1935.
 BS1610'
 BS1610'REFERENCE MARK NO. 1 IS 129 FT. SOUTH OF THE CENTER OF PAVED ROAD,
 BS1610'94 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 1.0 FT.
 BS1610'NORTH OF A METAL WITNESS POST AND SIGN.  MONUMENT PROJECTS 2 INCHES
 BS1610'AND THE DISK IS STAMPED BICKLEY NO 1 1935.
 BS1610'
 BS1610'REFERENCE MARK NO. 2 IS 37 FT. SOUTH OF THE CENTER OF THE ROAD, 43
 BS1610'FT. EAST OF THE CENTER OF WEST DRIVEWAY TO HOUSE AND IN THE FRONT
 BS1610'LAWN.  MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BICKLEY
 BS1610'NO 2 1935.  THE MARK IS LEANING SLIGHTLY AND THE DISTANCE TO THE
 BS1610'MARK WAS CHECKED AND IS 173.68 FEET.
 BS1610'
 BS1610'AZIMUTH MARK PROJECTS 6 INCHES, IS NEAR A FENCE CORNER, DIAGONALLY
 BS1610'ACROSS A CULTIVATED FIELD FROM THE STATION, ABOUT 20 PACES NORTH OF
 BS1610'A BARN AND 0.2 MILE NORTHWEST OF THE STATION.
 BS1610'
 BS1610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 BS1610'ROUTE 32 AT THE STOP-LIGHT IN ALMA, GO SOUTH ON U.S. HWY. 1 FOR
 BS1610'11.5 MILES TO A RAILROAD CROSSING, CONTINUE SOUTH ON U.S. HWY. 1 FOR
 BS1610'2.0 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT, FOLLOW PAVED ROAD
 BS1610'FOR 4.8 MILES TO HOUSE ON THE LEFT AND STATION IN FRONT LAWN.
 BS1610'
 BS1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 BS1610'SOUTH-SOUTHWEST OF ALMA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0087 ***********************************************************************
 CL0087  DESIGNATION -  BIDDY=M 41
 CL0087  PID         -  CL0087
 CL0087  STATE/COUNTY-  GA/EMANUEL
 CL0087  USGS QUAD   -  NUNEZ (1985)
 CL0087
 CL0087                         *CURRENT SURVEY CONTROL
 CL0087  ___________________________________________________________________
 CL0087* NAD 83(1994)-  32 28 47.32752(N)    082 19 11.14076(W)     ADJUSTED  
 CL0087* NAVD 88     -        69.366  (meters)     227.58   (feet)  ADJUSTED  
 CL0087  ___________________________________________________________________
 CL0087  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CL0087  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CL0087  DYNAMIC HT  -          69.286 (meters)     227.32  (feet)  COMP
 CL0087  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CL0087
 CL0087  HORZ ORDER  -  FIRST
 CL0087  VERT ORDER  -  FIRST     CLASS II
 CL0087
 CL0087.The horizontal coordinates were established by classical geodetic methods
 CL0087.and adjusted by the National Geodetic Survey in September 1997..
 CL0087
 CL0087.The orthometric height was determined by differential leveling
 CL0087.and adjusted by the National Geodetic Survey in June 1991..
 CL0087
 CL0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0087
 CL0087.The geoid height was determined by GEOID03.
 CL0087
 CL0087.The dynamic height is computed by dividing the NAVD 88
 CL0087.geopotential number by the normal gravity value computed on the
 CL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0087.degrees latitude (g = 980.6199 gals.).
 CL0087
 CL0087.The modeled gravity was interpolated from observed gravity values.
 CL0087
 CL0087;                    North         East     Units Scale Factor Converg.
 CL0087;SPC GA E     -   274,928.840   185,610.879   MT  0.99990255   -0 04 56.0
 CL0087;SPC GA E     -   901,995.70    608,958.36   sFT  0.99990255   -0 04 56.0
 CL0087;UTM  17      - 3,594,388.431   375,990.352   MT  0.99978964   -0 42 31.7
 CL0087
 CL0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0087!SPC GA E     -   0.99999369  x   0.99990255  =   0.99989624
 CL0087!UTM  17      -   0.99999369  x   0.99978964  =   0.99978333
 CL0087
 CL0087|---------------------------------------------------------------------|
 CL0087| PID    Reference Object                     Distance      Geod. Az  |
 CL0087|                                                           dddmmss.s |
 CL0087| CY7246 BIDDY RM=N 41                        15.525 METERS 04613     |
 CL0087| CL0086 ARCHER=K 41                         347.001 METERS 29627     |
 CL0087|---------------------------------------------------------------------|
 CL0087
 CL0087                          SUPERSEDED SURVEY CONTROL
 CL0087
 CL0087  NAD 83(1986)-  32 28 47.33452(N)    082 19 11.13585(W) AD(       ) 1
 CL0087  NAD 27      -  32 28 46.70900(N)    082 19 11.68900(W) AD(       ) 1
 CL0087  NGVD 29 (??/??/92)   69.576  (m)          228.27   (f) ADJ UNCH    1 2
 CL0087
 CL0087.Superseded values are not recommended for survey control.
 CL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0087.See file dsdata.txt to determine how the superseded data were derived.
 CL0087
 CL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7599094388(NAD 83)
 CL0087_MARKER: DS = TRIANGULATION STATION DISK
 CL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0087_STAMPING: ELEV 228 M 41 BIDDY 1918
 CL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0087+STABILITY: SURFACE MOTION
 CL0087
 CL0087  HISTORY     - Date     Condition        Report By
 CL0087  HISTORY     - 1918     MONUMENTED       CGS
 CL0087  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL0087  HISTORY     - 1950     GOOD             CGS
 CL0087  HISTORY     - 1962     GOOD             CGS
 CL0087  HISTORY     - 1962     GOOD             NGS
 CL0087
 CL0087                          STATION DESCRIPTION
 CL0087
 CL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0087'ABOUT 3/4 MILE EAST OF DEPOT AT WESLEY, ON CENTRAL OF GEORGIA
 CL0087'RAILWAY, HALF-WAY BETWEEN THE FIFTH AND SIXTH TELEGRAPH
 CL0087'POLES EAST OF MILEPOST 31, 4 POLES EAST OF 1/2 MILE TO STATION
 CL0087'SIGN AT WESLEY, 15.4 FEET NORTH OF NORTH RAIL, ON EXTENSION
 CL0087'OF EAST TANGENT OF NORTH RAIL.  REFERENCE MARK = N-41
 CL0087'IS 4 TELEGRAPH POLES SOUTHEAST OF
 CL0087'1/2 MILE TO STATION SIGN.  64.4 FEET NORTHEAST OF NORTHEAST
 CL0087'RAIL, AND 4 FEET BELOW TRACK, 15.525 METERS (50.93 FEET)
 CL0087'FROM STATION IN GRID AZIMUTH 226 DEG 18 MIN.  IN 1934 THE
 CL0087'STATION MARK WAS REPORTED DESTROYED.
 CL0087
 CL0087                          STATION RECOVERY (1950)
 CL0087
 CL0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0087'STATION MARK WAS RECOVERED IN GOOD CONDITION AND ESSENTIALLY
 CL0087'AS DESCRIBED, EXCEPT THAT THE RAILROAD HAS BEEN REMOVED.  LOWER
 CL0087'HALF OF THE REFERENCE MONUMENT WAS RECOVERED APPARENTLY
 CL0087'OTHERWISE UNDISTURBED.  THIS WAS REBUILT INTO A WITNESS MARK.
 CL0087'
 CL0087'STATION IS ABOUT 1.5 MILES WNW OF LEXSY, 0.8 MILE ESE OF
 CL0087'WESLEY, OPPOSITE THAT POINT IN THE HIGHWAY WHICH IS ABOUT
 CL0087'130 YARDS W OF A 36-INCH CONCRETE PIPE CULVERT AND ABOUT 65
 CL0087'YARDS E OF A SIMILAR 18-INCH CULVERT, 91 FEET N OF THE HIGHWAY
 CL0087'CENTER LINE, 65 FEET E OF THE W END OF A BORROW PIT, 10 FEET
 CL0087'N OF A 2-FOOT-DEEP NOTCH IN THE N WALL OF THE BORROW PIT,
 CL0087'AND ABOUT 1.7 FEET LOWER THAN THE HIGHWAY SURFACE.  SURFACE
 CL0087'MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE,
 CL0087'FLUSH WITH THE GROUND, AND IS STAMPED BIDDY M 41 1918 ELEV.
 CL0087'228.  SUBSURFACE MARK IS A BRONZE STATION DISK SET IN A
 CL0087'BLOCK OF CONCRETE 3 FEET BELOW THE GROUND CONTAINING AT THE
 CL0087'CENTER OF THE UPPER SURFACE AN IRON NAIL WITH THE POINT
 CL0087'PROJECTING ABOVE THE CONCRETE.
 CL0087'
 CL0087'WITNESS MARK IS A ROUND CONCRETE POST REBUILT ON THE LOWER
 CL0087'HALF OF THE REFERENCE MONUMENT.  AN ARROW POINTING TOWARD
 CL0087'THE STATION WAS SCRATCHED ON THE TOP OF THE POST BUT NO DISK
 CL0087'IS THERE.  IT IS 51 FEET IN GRID AZIMUTH 226 DEG FROM THE STATION
 CL0087'AND PROJECTS 1 INCH ABOVE GROUND.
 CL0087
 CL0087                          STATION RECOVERY (1962)
 CL0087
 CL0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0087'M 41=BIDDY--ABOUT 0.8 MILE EAST ALONG A BLACK TOP ROAD FROM THE
 CL0087'CROSSING OF THE GEORGIA AND FLORIDA RAILROAD AT WESLEY,
 CL0087'ABOUT 130 YARDS NORTHWEST OF A 36-INCH PIPE CULVERT UNDER THE
 CL0087'ROAD, ALONG THE NORTH EDGE OF AN ABANDONED RAILROAD BED, 91
 CL0087'FEET NORTH OF AND ACROSS THE ABANDONED RAILROAD BED FROM
 CL0087'THE CENTER LINE OF THE ROAD, 127 FEET NORTH OF TELEPHONE
 CL0087'POLE 23, 15 FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD
 CL0087'BED, 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 CL0087'CONCRETE POST FLUSH WITH THE GROUND.
 CL0087
 CL0087                          STATION RECOVERY (1962)
 CL0087
 CL0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0087'0.8 MI E FROM WESLEY.
 CL0087'ABOUT 0.8 MILE EAST ALONG A BLACK TOP ROAD FROM THE CROSSING OF THE
 CL0087'GEORGIA AND FLORIDA RAILROAD AT WELSEY, ABOUT 130 YARDS NORTHWEST
 CL0087'OF A 36-INCH PIPE CULVERT UNDER THE ROAD, ALONG THE NORTH EDGE OF
 CL0087'AN ABANDONED RAILROAD BED, 91 FEET NORTH OF AND ACROSS THE
 CL0087'ABANDONED RAILROAD BED FROM THE CENTER LINE OF THE ROAD, 127 FEET
 CL0087'NORTH OF TELEPHONE POLE 23, 15 FEET NORTH OF THE CENTER LINE OF THE
 CL0087'OLD RAILROAD BED, 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP
 CL0087'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1576 ***********************************************************************
 CM1576  DESIGNATION -  BIDE
 CM1576  PID         -  CM1576
 CM1576  STATE/COUNTY-  GA/TALBOT
 CM1576  USGS QUAD   -  JUNCTION CITY (1985)
 CM1576
 CM1576                         *CURRENT SURVEY CONTROL
 CM1576  ___________________________________________________________________
 CM1576* NAD 83(1994)-  32 36 31.45220(N)    084 28 03.68638(W)     ADJUSTED  
 CM1576* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 CM1576  ___________________________________________________________________
 CM1576  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CM1576  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CM1576
 CM1576  HORZ ORDER  -  FIRST
 CM1576
 CM1576.The horizontal coordinates were established by classical geodetic methods
 CM1576.and adjusted by the National Geodetic Survey in September 1997..
 CM1576
 CM1576.The orthometric height was scaled from a topographic map.
 CM1576
 CM1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1576
 CM1576.The geoid height was determined by GEOID03.
 CM1576
 CM1576;                    North         East     Units Scale Factor Converg.
 CM1576;SPC GA W     -   289,254.234   671,747.602   MT  0.99990984   -0 09 44.0
 CM1576;SPC GA W     -   948,994.93  2,203,891.92   sFT  0.99990984   -0 09 44.0
 CM1576;UTM  16      - 3,610,743.845   737,629.048   MT  1.00029636   +1 21 55.1
 CM1576
 CM1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1576!SPC GA W     -   0.99996826  x   0.99990984  =   0.99987811
 CM1576!UTM  16      -   0.99996826  x   1.00029636  =   1.00026461
 CM1576
 CM1576|---------------------------------------------------------------------|
 CM1576| PID    Reference Object                     Distance      Geod. Az  |
 CM1576|                                                           dddmmss.s |
 CM1576| CY8081 BIDE RM                                            09730     |
 CM1576| CM1568 BELL                                APPROX. 2.2 KM 1201844.9 |
 CM1576| CM1575 FIELD                               330.956 METERS 27452     |
 CM1576|---------------------------------------------------------------------|
 CM1576
 CM1576                          SUPERSEDED SURVEY CONTROL
 CM1576
 CM1576  NAD 83(1986)-  32 36 31.45811(N)    084 28 03.68497(W) AD(       ) 1
 CM1576  NAD 27      -  32 36 30.94600(N)    084 28 03.96400(W) AD(       ) 1
 CM1576
 CM1576.Superseded values are not recommended for survey control.
 CM1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1576.See file dsdata.txt to determine how the superseded data were derived.
 CM1576
 CM1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3762910744(NAD 83)
 CM1576_MARKER: DS = TRIANGULATION STATION DISK
 CM1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1576
 CM1576  HISTORY     - Date     Condition        Report By
 CM1576  HISTORY     - 1917     MONUMENTED       CGS
 CM1576  HISTORY     - 1935     GOOD             CGS
 CM1576  HISTORY     - 1954     GOOD             CGS
 CM1576  HISTORY     - 20040228 POOR             NGS
 CM1576
 CM1576                          STATION DESCRIPTION
 CM1576
 CM1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM1576'ABOUT 2525 FEET WEST OF JUNCTION CITY DEPOT, ON THE CENTRAL OF
 CM1576'GEORGIA RAILWAY, 2310 FEET WEST OF RAILROAD WATER TANK, 90 FEET
 CM1576'NORTH OF CENTER LINE OF HIGHWAY 96, 49 FEET EAST OF TELEPHONE
 CM1576'POLE 255-25, 36.6 FEET NORTH OF NORTH RAIL OF MAIN TRACK.
 CM1576'REFERENCE MARK IS 17.50 METERS (57.4 FEET) FROM
 CM1576'STATION IN GRID AZIMUTH 277 DEG 40 MIN.
 CM1576
 CM1576                          STATION RECOVERY (1954)
 CM1576
 CM1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1576'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 CM1576'
 CM1576'LOCATED 0.5 MI. W ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CM1576'THE STATION IN JUNCTION CITY, AT THE E END OF THE FIRST CURVE W OF
 CM1576'THE STATION, 18.5 FT. E OF POLE 255/25, 39 FT. N OF THE N RAIL
 CM1576'OF THE MAIN LINE, AND ON THE EXTENDED TANGENT OF THE N RAIL OF THE
 CM1576'SIDETRACK FROM THE E.  IT IS A STANDARD TRIANGULATION DISK,
 CM1576'STAMPED BIDE 1917 FLUSH WITH THE GROUND AND ABOUT 2 FT. LOWER
 CM1576'THAN THE TRACKS.
 CM1576'
 CM1576'THE REFERENCE MARK IS 57.4 FT. E OF THE STATION, 6 FT. SW OF A
 CM1576'VERTICAL RAIL PAINTED WHITE, 75.5 FT. E OF POLE 255/25, AND 53
 CM1576'FT. N OF THE N RAIL OF THE MAIN LINE.  IT IS A STANDARD
 CM1576'REFERENCE-MARK DISK, STAMPED BIDE 1917 AND PROJECTS 2 IN.
 CM1576'
 CM1576'THIS IS A TRAVERSE STATION.
 CM1576
 CM1576                          STATION RECOVERY (2004)
 CM1576
 CM1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (WC)
 CM1576'WE WERE SEARCHING FOR THIS TRIANGULATION STATION TODAY. UPON
 CM1576'APPROACING THE LOCATION, WE FOUND THAT THE STATION HAD BEEN REMOVED
 CM1576'FROM THE GROUND (BROKEN ABOUT 1 1/2 FOOT BELOW THE DISK). IT WAS LYING
 CM1576'ACCROSS THE TRACKS ON THE OPPOSITE SIDE OF THE RAILROAD. THE DISK
 CM1576'ITSELF IS IN GOOD CONDITION, BUT THE STATION IS IN THAT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1995 ***********************************************************************
 DF1995  DESIGNATION -  BIG MOUNTAIN
 DF1995  PID         -  DF1995
 DF1995  STATE/COUNTY-  GA/OGLETHORPE
 DF1995  USGS QUAD   -  LEXINGTON (1981)
 DF1995
 DF1995                         *CURRENT SURVEY CONTROL
 DF1995  ___________________________________________________________________
 DF1995* NAD 83(1994)-  33 48 23.55062(N)    083 01 48.53365(W)     ADJUSTED  
 DF1995* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 DF1995  ___________________________________________________________________
 DF1995  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DF1995  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DF1995
 DF1995  HORZ ORDER  -  SECOND
 DF1995
 DF1995.The horizontal coordinates were established by classical geodetic methods
 DF1995.and adjusted by the National Geodetic Survey in September 1997..
 DF1995
 DF1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1995
 DF1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1995
 DF1995.The geoid height was determined by GEOID03.
 DF1995
 DF1995;                    North         East     Units Scale Factor Converg.
 DF1995;SPC GA E     -   422,382.527   120,053.887   MT  0.99997877   -0 28 49.7
 DF1995;SPC GA E     - 1,385,766.67    393,876.79   sFT  0.99997877   -0 28 49.7
 DF1995;UTM  17      - 3,742,558.882   312,081.175   MT  1.00003535   -1 07 47.6
 DF1995
 DF1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1995!SPC GA E     -   0.99996826  x   0.99997877  =   0.99994703
 DF1995!UTM  17      -   0.99996826  x   1.00003535  =   1.00000361
 DF1995
 DF1995|---------------------------------------------------------------------|
 DF1995| PID    Reference Object                     Distance      Geod. Az  |
 DF1995|                                                           dddmmss.s |
 DF1995| DF3225 BIG MOUNTAIN AZ MK                   34.766 METERS 01600     |
 DF1995| DF3227 BIG MOUNTAIN RM 1                    20.031 METERS 03044     |
 DF1995| DF3228 BIG MOUNTAIN RM 2                    31.291 METERS 20449     |
 DF1995| DF1996 RAYLE                               262.715 METERS 21231     |
 DF1995| DF3226 BIG MOUNTAIN AZ MK AUX                             2372043.1 |
 DF1995| DF2005 CUNNINGHAM                          APPROX.12.9 KM 2720638.4 |
 DF1995|---------------------------------------------------------------------|
 DF1995
 DF1995                          SUPERSEDED SURVEY CONTROL
 DF1995
 DF1995  NAD 83(1986)-  33 48 23.55727(N)    083 01 48.53244(W) AD(       ) 2
 DF1995  NAD 27      -  33 48 23.09700(N)    083 01 49.00200(W) AD(       ) 2
 DF1995  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 DF1995
 DF1995.Superseded values are not recommended for survey control.
 DF1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1995.See file dsdata.txt to determine how the superseded data were derived.
 DF1995
 DF1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1208142559(NAD 83)
 DF1995_MARKER: DS = TRIANGULATION STATION DISK
 DF1995_SETTING: 66 = SET IN ROCK OUTCROP
 DF1995_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DF1995
 DF1995  HISTORY     - Date     Condition        Report By
 DF1995  HISTORY     - 1935     MONUMENTED       CGS
 DF1995  HISTORY     - 1955     GOOD             CGS
 DF1995  HISTORY     - 1970     GOOD             USGS
 DF1995  HISTORY     - 1976     GOOD             NGS
 DF1995
 DF1995                          STATION DESCRIPTION
 DF1995
 DF1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1995'ABOUT 7.7 MILES NORTHEAST OF STEPHENS, ABOUT 6 MILES SOUTHEAST OF
 DF1995'LEXINGTON, ON SUMMIT OF HEAVILY TIMBERED RIDGE (KNOWN LOCALLY AS
 DF1995'BIG MOUNTAIN) BELONGING TO WILLIE HOWARD OF STEPHENS, AT TOP OF
 DF1995'RIDGE, 38.3 FEET EAST-NORTHEAST OF TRIANGULAR-BLAZED 8-INCH PINE,
 DF1995'27.1 FEET SOUTHWEST OF 5-INCH CROOKED SCRUB OAK, 20.4 FEET WEST OF
 DF1995'8-INCH PINE AND 9.6 FEET SOUTH-SOUTHEAST OF EAST EDGE OF LARGE
 DF1995'JUMBLED ROCK OUTCROP.  TO REACH FROM COURTHOUSE AT LEXINGTON, GO
 DF1995'EAST ON U.S. HIGHWAY 78 FOR 5.7 MILES TO DIRT FORK.  TURN RIGHT AND
 DF1995'GO 1.0 MILE TO CLEARED FIELD ON LEFT (TRIANGULAR-BLAZED PINE TREE ON
 DF1995'RIGHT AND END OF TRUCK TRAVEL) AND CONTINUE ABOUT 200 YARDS TO RIGHT
 DF1995'AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 DF1995'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 DF1995'CONCRETE.  REFERENCE MARKS ARE SET INTO A MASS OF CONCRETE IN A
 DF1995'DEPRESSION IN A ROCK OUTCROP.  AZIMUTH MARK IS SET IN
 DF1995'A ROUND CONCRETE MONUMENT.
 DF1995'REFERENCE MARK NO. 1 IS IN LARGE
 DF1995'ROCK OUTCROP, 8 YARDS SOUTH OF THE MOST NORTHERN TIP, 4 FEET WEST
 DF1995'OF 10-INCH OAK AND 65.81 FEET NORTH-NORTHEAST OF STATION
 DF1995'N 30 DEG 44 MIN E.  NO. 2 IS IN ROCK OUTCROP (6 BY 3 FEET AT
 DF1995'BASE AND COMES TO POINT AT TOP), 4 YARDS NORTH OF VERTICALLY-BLAZED
 DF1995'14-INCH PINE AND 102.63 FEET SOUTHWEST OF STATION S 24
 DF1995'DEG 49 MIN W.  AZIMUTH MARK (AUXILIARY) IS IN MOST PROMINENT BOULDER
 DF1995'IN VICINITY, 4-1/2 YARDS SOUTH OF NORTH TIP, 4 YARDS WEST OF EAST
 DF1995'EDGE, 3 YARDS EAST OF WEST EDGE AND 42 YARDS SOUTHWEST OF STATION
 DF1995'S 57 DEG 21 MIN W.  AZIMUTH MARK IS AT TOP OF 10-FOOT
 DF1995'BANK, NEAR SOUTH END OF CLEARED FIELD, 24 YARDS SOUTH-SOUTHWEST OF
 DF1995'6-INCH PINE, 15 YARDS NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 78,
 DF1995'3 YARDS NORTHEAST OF BANK EDGE AND 1.0 MILE NORTH-NORTHEAST OF
 DF1995'STATION N 16 DEG 00 MIN E.  TO REACH FROM END OF
 DF1995'TRUCK TRAVEL, GO NORTH ON DIRT ROAD 1.0 MILE TO U.S. HIGHWAY 78.
 DF1995'TURN RIGHT AND GO 0.5 MILE TO CUT (FIRST CUT EAST OF BUFFALLO
 DF1995'CREEK BRIDGE) AND MARK AT TOP OF BANK.
 DF1995
 DF1995                          STATION RECOVERY (1955)
 DF1995
 DF1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR)
 DF1995'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--THE AZIMUTH
 DF1995'MARK WAS FOUND DESTROYED, AND THE DISK WAS RECLAIMED.  ROCK HAD
 DF1995'BEEN CHIPPED AWAY FROM CLOSE AROUND R.M. NO. 1, AND THIS WAS
 DF1995'REPLACED WITH CEMENT MORTAR.  THE STATION MARK IS 0.3 FOOT
 DF1995'UNDERGROUND.  THE 8-INCH PINE IS NOW A 14-INCH ONE AND APPARENTLY
 DF1995'RECENTLY DEAD FROM DISEASE.  THE STATION IS BEST REACHED BY
 DF1995'CONTINUING 0.3 MILE PAST THE END OF TRUCK TRAVEL IN THE ORIGINAL
 DF1995'DESCRIPTION AND TURN RIGHT ONTO A WOODS ROAD, THENCE MEANDER
 DF1995'EASTERLY 0.3 MILE UPHILL TO TOP OF RIDGE ABOUT 75 YARDS N OF A FIRE
 DF1995'LOOKOUT TOWER, THENCE AFOOT ABOUT 150 YARDS NORTHERLY TO THE
 DF1995'STATION.
 DF1995
 DF1995                          STATION RECOVERY (1970)
 DF1995
 DF1995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (LHS)
 DF1995'NEW TO REACH FOLLOWS.  TO REACH FROM COURTHOUSE IN LEXINGTON
 DF1995'GEORGIA, GO EAST ON U.S. HIGHWAY 78 FOR 5.7 MILES TO DIRT ROAD FORK,
 DF1995'TURN RIGHT AND GO 1.3 MILES TO T-ROAD RIGHT, TURN RIGHT AND GO 0.35
 DF1995'MILES TO TOP OF MOUNTAIN AND BIG MOUNTAIN LOOKOUT TOWER, END OF
 DF1995'TRUCK TRAVEL.  STATION IS LOCATED N. E. OF LOT ABOUT 5 MINUTES PACK
 DF1995'AND IS ON A SLIGHTLY LOWER RIDGE NEAR LOT.  THE DESCRIPTION FOR RMS
 DF1995'AND AZ MARK ARE OK.
 DF1995
 DF1995                          STATION RECOVERY (1976)
 DF1995
 DF1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1995'NO MEASUREMENT BETWEEN RMS DUE TO THE TERRAIN AND BRUSH.
 DF1995'
 DF1995'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK (AUXILITARY) WERE
 DF1995'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE AZIMUTH MARK
 DF1995'(AUXILITARY) WAS GREATER BY 07.2 SECONDS, THE DIRECTION BETWEEN RM
 DF1995'1 AND RM 2 COMPARES WITH THE 1935 DATA.  THE DISTANCE TO RM 1 WAS
 DF1995'LESS BY 0.028 METERS, RM 2 WAS GREATER BY 0.009 METERS.  THERE WAS NO
 DF1995'DISTANCE COMPARED TO THE AZIMUTH MARK (AUXILITARY).  A NEW AND
 DF1995'COMPLETE DESCRIPTION FOLLOWS.
 DF1995'
 DF1995'THE STATION IS LOCATED 14 MILES NORTH OF UNION POINT, 7-1/2 MILES
 DF1995'WEST-NORTHWEST OF RAYLE, 6 MILES SOUTHEAST OF LEXINGTON, ON THE
 DF1995'NORTH EDGE OF WHAT IS LOCALLY KNOW AS BIG MOUNTAIN AND ON PROPERTY
 DF1995'OWNED BY THE CHAMPION PAPER COMPANY.
 DF1995'
 DF1995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 DF1995'HIGHWAYS 22, 10 AND 77 AT THE WEST SIDE OF LEXINGTON, GO SOUTHEAST
 DF1995'ON U.S. HIGHWAY 78 FOR 5.75 MILES TO A GRAVEL SIDE ROAD RIGHT,
 DF1995'COUNTY ROUTE 141.  TURN RIGHT AND GO SOUTH ON THE ROAD FOR 1.35
 DF1995'MILES TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 DF1995'MAIN ROAD FOR 0.35 MILE TO THE TOP OF RIDGE AND LOOKOUT TOWER.
 DF1995'PACK NORTH ALONG THE TOP OF RIDGE FOR 200 YARDS TO THE END OF RIDGE
 DF1995'AND STATION.
 DF1995'
 DF1995'STATION MARK, A STANDARD DISK STAMPED BIG MOUNTAIN 1935, THAT IS 4
 DF1995'INCHES BELOW THE GROUND SURFACE.  IT IS 52 FEET
 DF1995'NORTH-NORTH-EAST OF A 6-INCH PINE TREE, 29 FEET NORTHWEST OF A 8-INCH
 DF1995'PINE TREE, 19.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF A LARGE
 DF1995'ROCK OUTCROPPING.
 DF1995'
 DF1995'REFERENCE MARK 1, A STANDARD DISK STAMPED BIG MOUNTAIN NO 1 1935, IS
 DF1995'CEMENTED IN A DRILL HOLE IN ROCK OUTCROPPING.  IT IS 17.5
 DF1995'FEET SOUTH-SOUTHWEST OF NORTH EDGE OF ROCK OUTCROPPING, 9 FEET
 DF1995'SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROPPING AND 1 FOOT
 DF1995'NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROPPING.
 DF1995'
 DF1995'REFERENCE MARK 2, A STANDARD DISK STAMPED BIG MOUNTAIN NO 2 1935,
 DF1995'IS CEMENTED IN A DRILL HOLE IN A SMALL ROCK OUTCROPPING THAT
 DF1995'PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS 48 FEET
 DF1995'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A LARGE BOULDER, 34 FEET
 DF1995'SOUTHWEST OF THE 6-INCH PINE TREE AND 9 FEET SOUTHEAST OF THE
 DF1995'SOUTHEAST EDGE OF TOP OF RIDGE.
 DF1995'
 DF1995'AZIMUTH MARK (AUXILITARY), A STANDARD DISK STAMPED BIG MOUNTAIN
 DF1995'AZI 1935, IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 DF1995'PROJECTS 8 FEET ABOVE THE GROUND SURFACE.  IT IS 20.5
 DF1995'FEET NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST EDGE OF THE LARGE
 DF1995'BOULDER, 11 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BOULDER,
 DF1995'6 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BOULDER AND 7 FEET
 DF1995'SOUTHEAST OF THE NORTHWEST EDGE OF THE BOULDER.
 DF1995'
 DF1995'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DF1995'
 DF1995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN LEXINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1997 ***********************************************************************
 DF1997  DESIGNATION -  BIG MOUNTAIN LOT
 DF1997  PID         -  DF1997
 DF1997  STATE/COUNTY-  GA/OGLETHORPE
 DF1997  USGS QUAD   -  LEXINGTON (1981)
 DF1997
 DF1997                         *CURRENT SURVEY CONTROL
 DF1997  ___________________________________________________________________
 DF1997* NAD 83(1994)-  33 48 15.83644(N)    083 01 54.47240(W)     ADJUSTED  
 DF1997* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 DF1997  ___________________________________________________________________
 DF1997  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DF1997  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DF1997
 DF1997  HORZ ORDER  -  THIRD
 DF1997
 DF1997.The horizontal coordinates were established by classical geodetic methods
 DF1997.and adjusted by the National Geodetic Survey in September 1997..
 DF1997
 DF1997.The orthometric height was scaled from a topographic map.
 DF1997
 DF1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1997
 DF1997.The geoid height was determined by GEOID03.
 DF1997
 DF1997;                    North         East     Units Scale Factor Converg.
 DF1997;SPC GA E     -   422,146.142   119,899.152   MT  0.99997907   -0 28 52.9
 DF1997;SPC GA E     - 1,384,991.13    393,369.13   sFT  0.99997907   -0 28 52.9
 DF1997;UTM  17      - 3,742,324.254   311,923.761   MT  1.00003608   -1 07 50.7
 DF1997
 DF1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1997!SPC GA E     -   0.99996920  x   0.99997907  =   0.99994827
 DF1997!UTM  17      -   0.99996920  x   1.00003608  =   1.00000528
 DF1997
 DF1997                          SUPERSEDED SURVEY CONTROL
 DF1997
 DF1997  NAD 83(1986)-  33 48 15.84314(N)    083 01 54.47113(W) AD(       ) 4
 DF1997  NAD 27      -  33 48 15.40876(N)    083 01 54.92136(W) AD(       ) 3
 DF1997
 DF1997.Superseded values are not recommended for survey control.
 DF1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1997.See file dsdata.txt to determine how the superseded data were derived.
 DF1997
 DF1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1192442324(NAD 83)
 DF1997_MARKER: 57 = LOOKOUT TOWER
 DF1997
 DF1997  HISTORY     - Date     Condition        Report By
 DF1997  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF1997
 DF1997                          STATION DESCRIPTION
 DF1997
 DF1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF1997'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE
 DF1997'LEXINGTON OGLETHORPE COUNTY GEORGIA STATE FOREST SERVICE BIG
 DF1997'MOUNTAIN FIRE LOOKOUT TOWER.  IT IS A STANDARD FIRE OBSERVATION
 DF1997'CABIN ATOP A FOUR-LEGGED SKELETON STEEL TOWER, GRAY IN COLOR AND
 DF1997'APPROXIMATELY 70 FEET HIGH.
 DF1997'
 DF1997'LOCATED ABOUT 6.3 MILES SOUTHEAST OF THE CENTER OF LEXINGTON,
 DF1997'1.0 MILE SOUTH-SOUTHWEST OF U.S. HIGHWAY 78 AND STATE HIGHWAY 10,
 DF1997'ATOP THE HIGHEST POINT OF BIG MOUNTAIN, AT THE SITE OF
 DF1997'TRIANGULATION STATION RAYLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1562 ***********************************************************************
 CM1562  DESIGNATION -  BIGBEE 2
 CM1562  PID         -  CM1562
 CM1562  STATE/COUNTY-  GA/TAYLOR
 CM1562  USGS QUAD   -  BUTLER WEST (1985)
 CM1562
 CM1562                         *CURRENT SURVEY CONTROL
 CM1562  ___________________________________________________________________
 CM1562* NAD 83(1994)-  32 33 52.70787(N)    084 15 30.92746(W)     ADJUSTED  
 CM1562* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 CM1562  ___________________________________________________________________
 CM1562  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CM1562  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CM1562
 CM1562  HORZ ORDER  -  FIRST
 CM1562
 CM1562.The horizontal coordinates were established by classical geodetic methods
 CM1562.and adjusted by the National Geodetic Survey in September 1997..
 CM1562
 CM1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1562
 CM1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1562
 CM1562.The geoid height was determined by GEOID03.
 CM1562
 CM1562;                    North         East     Units Scale Factor Converg.
 CM1562;SPC GA W     -   284,328.374   691,368.299   MT  0.99990092   -0 02 58.1
 CM1562;SPC GA W     -   932,834.01  2,268,264.16   sFT  0.99990092   -0 02 58.1
 CM1562;UTM  16      - 3,606,340.493   757,382.930   MT  1.00041697   +1 28 35.0
 CM1562
 CM1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1562!SPC GA W     -   0.99997139  x   0.99990092  =   0.99987231
 CM1562!UTM  16      -   0.99997139  x   1.00041697  =   1.00038834
 CM1562
 CM1562|---------------------------------------------------------------------|
 CM1562| PID    Reference Object                     Distance      Geod. Az  |
 CM1562|                                                           dddmmss.s |
 CM1562| CM1563 BUTLER HOMES CORP TANK              250.956 METERS 02537     |
 CM1562| CM1510 REYNOLDS MUN TANK                   APPROX.15.8 KM 0915654.8 |
 CM1562| CM1509 REYNOLDS FLINT EMC RAD TOWER        APPROX.15.4 KM 0921309.0 |
 CM1562| CM1530 AIRPORT BCN BUTLER MUN APT          APPROX. 1.4 KM 1081330.8 |
 CM1562| CM1529 BUTLER MUN TANK                     APPROX. 2.5 KM 1130345.0 |
 CM1562| CY8085 BIGBEE 2 RM 3                                      1155646.9 |
 CM1562| CM1561 TAYLOR COUNTY LOT                   APPROX. 0.8 KM 1183716.0 |
 CM1562| CY8084 BIGBEE 2 RM 2                        26.547 METERS 19016     |
 CM1562| CY8083 BIGBEE 2 RM 1                        24.409 METERS 35042     |
 CM1562|---------------------------------------------------------------------|
 CM1562
 CM1562                          SUPERSEDED SURVEY CONTROL
 CM1562
 CM1562  NAD 83(1986)-  32 33 52.71283(N)    084 15 30.92634(W) AD(       ) 1
 CM1562  NAD 27      -  32 33 52.19248(N)    084 15 31.23022(W) AD(       ) 1
 CM1562  NGVD 29 (07/19/86)  208.8    (m)          685.     (f) VERT ANG       
 CM1562
 CM1562.Superseded values are not recommended for survey control.
 CM1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1562.See file dsdata.txt to determine how the superseded data were derived.
 CM1562
 CM1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5738306340(NAD 83)
 CM1562_MARKER: DS = TRIANGULATION STATION DISK
 CM1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM1562+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 CM1562
 CM1562  HISTORY     - Date     Condition        Report By
 CM1562  HISTORY     - 1974     MONUMENTED       NGS
 CM1562  HISTORY     - 20021113 GOOD             METRIC
 CM1562
 CM1562                          STATION DESCRIPTION
 CM1562
 CM1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1562'THIS STATION WAS ESTABLISHED TO REPLACE TRAVERSE STATION BIGBEE
 CM1562'1917, WHICH WAS NOT RECOVERED.
 CM1562'
 CM1562'THE STATION IS LOCATED 1.5 MILES WEST-NORTHWEST OF BUTLER, OUTSIDE
 CM1562'OF A FENCE WHICH SURROUNDS THE BUTLER HOMES, INCORPORATED COMPLEX.
 CM1562'
 CM1562'TO REACH THE STATION FROM THE BUTLER POST OFFICE AT THE COURTHOUSE
 CM1562'SQUARE, GO WEST ON STATE HIGHWAYS 96 AND 137 FOR 0.45 MILE TO A
 CM1562'FORK.  KEEP STRAIGHT AHEAD ON HIGHWAY 96 FOR 0.45 MILE TO THE
 CM1562'TAYLOR LOOKOUT TOWER ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 96
 CM1562'FOR 0.1 MILE TO REFERENCE MARK 3 ON THE RIGHT, AT A SMALL METAL
 CM1562'BUILDING.  CONTINUE WEST ON HIGHWAY 96 FOR 0.25 MILE TO A DIRT
 CM1562'ROAD RIGHT AT RAILROAD MILEPOST 243.  TURN RIGHT, CROSSING
 CM1562'TRACKS, AND GO 200 FEET TO A ROAD LEFT.  TURN LEFT AND GO 200
 CM1562'FEET TO THE GATE OF THE BUTLER HOMES COMPLEX AND THE STATION ON
 CM1562'THE RIGHT.
 CM1562'
 CM1562'STATION MARKS ARE STANDARD DISKS STAMPED BIGBEE 2 1974.  THE
 CM1562'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM1562'MONUMENT THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS 75.5 FEET
 CM1562'NORTH OF THE ROAD CENTER, 15.0 FEET EAST OF A FENCE AND 5.0 FEET
 CM1562'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 CM1562'TOP OF AN IRREGULAR CONCRETE MASS 45 INCHES BELOW GROUND.
 CM1562'
 CM1562'REFERENCE MARK 1, A STANDARD DISK STAMPED BIGBEE 2 NO 1 1974, IS
 CM1562'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1562'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 81.0 FEET NORTH-NORTHEAST
 CM1562'OF THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 CM1562'
 CM1562'REFERENCE MARK 2, A STANDARD DISK STAMPED BIGBEE 2 NO 2 1974, IS
 CM1562'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1562'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 99.0 FEET NORTH OF THE
 CM1562'NORTH RAIL OF THE TRACKS, 12 FEET SOUTH OF THE GATE CENTER, 1.5
 CM1562'FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST OF THE
 CM1562'FENCE.
 CM1562'
 CM1562'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BIGBEE 2 NO 3 1974,
 CM1562'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1562'PROJECTS 1 INCH ABOVE GROUND.  IT IS 38.5 FEET NORTH OF THE ROAD
 CM1562'CENTER, 18.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 CM1562'BUILDING AND 2.0 FEET WEST OF A UTILITY POLE.
 CM1562'
 CM1562'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 CM1562
 CM1562                          STATION RECOVERY (2002)
 CM1562
 CM1562'RECOVERY NOTE BY METRIC SURVEYS 2002 (HLB)
 CM1562'ROAD TO BUTLER HOMES COMPLEX GONE.  GPS POSSIBLE AT RM 2.  ALL RMS
 CM1562'RECOVERED. RM 3 1 FOOT SOUTH OF NEW POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1283 ***********************************************************************
 CL1283  DESIGNATION -  BILL
 CL1283  PID         -  CL1283
 CL1283  STATE/COUNTY-  GA/PEACH
 CL1283  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1283
 CL1283                         *CURRENT SURVEY CONTROL
 CL1283  ___________________________________________________________________
 CL1283* NAD 83(1994)-  32 33 13.32737(N)    083 54 45.49780(W)     ADJUSTED  
 CL1283* NAVD 88     -       153.417  (meters)     503.34   (feet)  POSTED    
 CL1283  ___________________________________________________________________
 CL1283  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CL1283  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CL1283  DYNAMIC HT  -         153.250 (meters)     502.79  (feet)  COMP
 CL1283  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 CL1283
 CL1283  HORZ ORDER  -  FIRST
 CL1283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1283
 CL1283.The horizontal coordinates were established by classical geodetic methods
 CL1283.and adjusted by the National Geodetic Survey in September 1997..
 CL1283
 CL1283.The orthometric height was determined by differential leveling
 CL1283.and adjusted by the National Geodetic Survey in 1992..
 CL1283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1283.rate of 0.0 thru 1.0 mm/km.
 CL1283
 CL1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1283
 CL1283.The geoid height was determined by GEOID03.
 CL1283
 CL1283.The dynamic height is computed by dividing the NAVD 88
 CL1283.geopotential number by the normal gravity value computed on the
 CL1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1283.degrees latitude (g = 980.6199 gals.).
 CL1283
 CL1283.The modeled gravity was interpolated from observed gravity values.
 CL1283
 CL1283;                    North         East     Units Scale Factor Converg.
 CL1283;SPC GA W     -   283,140.124   723,856.215   MT  0.99990702   +0 08 12.1
 CL1283;SPC GA W     -   928,935.56  2,374,851.60   sFT  0.99990702   +0 08 12.1
 CL1283;UTM  17      - 3,605,554.663   226,501.939   MT  1.00052249   -1 34 05.6
 CL1283
 CL1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1283!SPC GA W     -   0.99998006  x   0.99990702  =   0.99988708
 CL1283!UTM  17      -   0.99998006  x   1.00052249  =   1.00050254
 CL1283
 CL1283:                Primary Azimuth Mark                     Grid Az
 CL1283:SPC GA W     -  FORT                                     101 50 31.9
 CL1283:UTM  17      -  FORT                                     103 32 49.6
 CL1283
 CL1283|---------------------------------------------------------------------|
 CL1283| PID    Reference Object                     Distance      Geod. Az  |
 CL1283|                                                           dddmmss.s |
 CL1283| CL1329 FORT                                APPROX. 1.3 KM 1015844.0 |
 CL1283| CY7800 BILL RM                                            14544     |
 CL1283|---------------------------------------------------------------------|
 CL1283
 CL1283                          SUPERSEDED SURVEY CONTROL
 CL1283
 CL1283  NAD 83(1986)-  32 33 13.33601(N)    083 54 45.49826(W) AD(       ) 1
 CL1283  NAD 27      -  32 33 12.80300(N)    083 54 45.82800(W) AD(       ) 1
 CL1283  NGVD 29 (07/19/86)  153.51   (m)          503.6    (f) LEVELING    3  
 CL1283
 CL1283.Superseded values are not recommended for survey control.
 CL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1283.See file dsdata.txt to determine how the superseded data were derived.
 CL1283
 CL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2650205555(NAD 83)
 CL1283_MARKER: N = NAIL
 CL1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1283
 CL1283  HISTORY     - Date     Condition        Report By
 CL1283  HISTORY     - 1917     MONUMENTED       CGS
 CL1283  HISTORY     - 1934     GOOD             CGS
 CL1283  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1283  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1283
 CL1283                          STATION DESCRIPTION
 CL1283
 CL1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1283'ABOUT 1-3/4 MILES WEST OF FORT VALLEY, NEAR POINT OF TANGENCY
 CL1283'OF FIRST CURVE OF CENTRAL OF GEORGIA RAILWAY OUT OF FORT
 CL1283'VALLEY, AND 8.455 METERS (27.74 FEET) TO RIGHT OF TRACK.
 CL1283'SURFACE MARK IS LARGE NAIL IN CONCRETE BLOCK.
 CL1283'IN NOTE 1A.  UNDERGROUND MARK IS NAIL IN CONCRETE.
 CL1283'REFERENCE MARK IS LARGE NAIL IN SQUARE CONCRETE POST,
 CL1283'21.035 METERS (69.01 FEET) FROM STATION IN GRID AZIMUTH
 CL1283'325 DEG 35 MIN.
 CL1283
 CL1283                          STATION RECOVERY (1954)
 CL1283
 CL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1283'THE STATION AND THE REFERENCE MARK WERE NOT FOUND AT THIS
 CL1283'DATE.  IN SEARCHING FOR THE STATION, A LARGE HOLE WAS DUG
 CL1283'AT THE GIVEN DISTANCE FROM THE TRACKS AND POLE AT THREE
 CL1283'SEPARATE POLES WITH NO RESULTS.  THE REFERENCE MARK WAS
 CL1283'NOT FOUND.  THE COMPLETE STATION IS CONSIDERED DESTROYED.
 CL1283'
 CL1283'THIS IS A TRAVERSE STATION.
 CL1283
 CL1283                          STATION RECOVERY (1955)
 CL1283
 CL1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CMN)
 CL1283'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2417 ***********************************************************************
 CL2417  DESIGNATION -  BILLY
 CL2417  PID         -  CL2417
 CL2417  STATE/COUNTY-  GA/TWIGGS
 CL2417  USGS QUAD   -  MARION (1985)
 CL2417
 CL2417                         *CURRENT SURVEY CONTROL
 CL2417  ___________________________________________________________________
 CL2417* NAD 83(1994)-  32 44 00.19094(N)    083 25 09.89928(W)     ADJUSTED  
 CL2417* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 CL2417  ___________________________________________________________________
 CL2417  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CL2417  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CL2417
 CL2417  HORZ ORDER  -  FIRST
 CL2417
 CL2417.The horizontal coordinates were established by classical geodetic methods
 CL2417.and adjusted by the National Geodetic Survey in September 1997..
 CL2417
 CL2417.The orthometric height was scaled from a topographic map.
 CL2417
 CL2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2417
 CL2417.The geoid height was determined by GEOID03.
 CL2417
 CL2417;                    North         East     Units Scale Factor Converg.
 CL2417;SPC GA W     -   303,283.293   770,036.034   MT  0.99996046   +0 24 14.7
 CL2417;SPC GA W     -   995,021.94  2,526,359.89   sFT  0.99996046   +0 24 14.7
 CL2417;UTM  17      - 3,624,320.055   273,282.695   MT  1.00023385   -1 18 31.7
 CL2417
 CL2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2417!SPC GA W     -   0.99997700  x   0.99996046  =   0.99993746
 CL2417!UTM  17      -   0.99997700  x   1.00023385  =   1.00021084
 CL2417
 CL2417:                Primary Azimuth Mark                     Grid Az
 CL2417:SPC GA W     -  MOONEY=G 26                              164 32 53.8
 CL2417:UTM  17      -  MOONEY=G 26                              166 15 40.2
 CL2417
 CL2417|---------------------------------------------------------------------|
 CL2417| PID    Reference Object                     Distance      Geod. Az  |
 CL2417|                                                           dddmmss.s |
 CL2417| CL1410 MOONEY=G 26                         APPROX. 1.2 KM 1645708.5 |
 CL2417| CL3000 BILLY RM                             20.095 METERS 33313     |
 CL2417|---------------------------------------------------------------------|
 CL2417
 CL2417                          SUPERSEDED SURVEY CONTROL
 CL2417
 CL2417  NAD 83(1986)-  32 44 00.18776(N)    083 25 09.90567(W) AD(       ) 1
 CL2417  NAD 27      -  32 43 59.66200(N)    083 25 10.28600(W) AD(       ) 1
 CL2417
 CL2417.Superseded values are not recommended for survey control.
 CL2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2417.See file dsdata.txt to determine how the superseded data were derived.
 CL2417
 CL2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7328324320(NAD 83)
 CL2417_MARKER: DS = TRIANGULATION STATION DISK
 CL2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2417
 CL2417  HISTORY     - Date     Condition        Report By
 CL2417  HISTORY     - 1918     MONUMENTED       CGS
 CL2417  HISTORY     - 1922     GOOD             CGS
 CL2417  HISTORY     - 1949     GOOD             CGS
 CL2417  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL2417  HISTORY     - 19560229 MARK NOT FOUND   USGS
 CL2417
 CL2417                          STATION DESCRIPTION
 CL2417
 CL2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL2417'ON THE NORTH SIDE OF MACON, DUBLIN AND SAVANNAH RAILWAY, ON
 CL2417'HIGH BANK OF CUT WEST OF RIPLEY, 4-1/2 TELEGRAPH POLES WEST OF
 CL2417'1/2 MILE TO STATION SIGN, AND 15 METERS (49 FEET) FROM NEAREST
 CL2417'RAIL ON EXTENSION OF EAST TANGENT OF NORTH RAIL.  REFERENCE
 CL2417'MARK IS 49 FEET NORTH OF NORTH RAIL, 20.095 METERS
 CL2417'(65.93 FEET) FROM STATION IN GRID AZIMUTH 152 DEG 50 MIN.
 CL2417
 CL2417                          STATION RECOVERY (1949)
 CL2417
 CL2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL2417'STATION IS ABOUT 6.9 MILES NW ALONG THE MACON, DUBLIN AND
 CL2417'SAVANNAH RAILROAD FROM THE RAILROAD DEPOT AT JEFFERSONVILLE OR
 CL2417'ABOUT 1.3 MILES SE OF THE DEPOT AT FITZPATRICK, ON THE PROJECTED
 CL2417'LINE OF THE E RAIL IN THE TANGENT SSE OF THE STATION, AND 41 FEET
 CL2417'NE OF THE NE RAIL.
 CL2417'
 CL2417'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, IS
 CL2417'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BILLY 1917.  THE
 CL2417'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CL2417'
 CL2417'THE REFERENCE MARK IS 65.93 FEET (20.096 METERS) NNW OF THE
 CL2417'STATION, ON THE HIGHEST POINT OF THE RAILROAD BANK, AND 28
 CL2417'FEET ENE OF THE TOP OF THE SLOPE OF THE CUT-BANK.  IT IS A
 CL2417'BRONZE REFERENCE DISK SET IN CONCRETE, IT PROJECTS ABOUT AN
 CL2417'INCH, AND THE DISK IS STAMPED BILLY 1917.
 CL2417
 CL2417                          STATION RECOVERY (1955)
 CL2417
 CL2417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CL2417'CONSIDERABLE EARTH EXCAVATION HAS TAKEN PLACE IN THIS VICINITY
 CL2417'RECENTLY AND HAS PROBABLY DESTROYED THE MARK.
 CL2417
 CL2417                          STATION RECOVERY (1956)
 CL2417
 CL2417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (JS)
 CL2417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1535 ***********************************************************************
 CL1535  DESIGNATION -  BIN=M 45
 CL1535  PID         -  CL1535
 CL1535  STATE/COUNTY-  GA/LAURENS
 CL1535  USGS QUAD   -  DUBLIN (1985)
 CL1535
 CL1535                         *CURRENT SURVEY CONTROL
 CL1535  ___________________________________________________________________
 CL1535* NAD 83(1994)-  32 31 20.46591(N)    082 57 53.39906(W)     ADJUSTED  
 CL1535* NAVD 88     -        94.456  (meters)     309.89   (feet)  POSTED    
 CL1535  ___________________________________________________________________
 CL1535  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CL1535  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CL1535  DYNAMIC HT  -          94.350 (meters)     309.55  (feet)  COMP
 CL1535  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CL1535
 CL1535  HORZ ORDER  -  FIRST
 CL1535  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CL1535
 CL1535.The horizontal coordinates were established by classical geodetic methods
 CL1535.and adjusted by the National Geodetic Survey in September 1997..
 CL1535
 CL1535.The orthometric height was determined by differential leveling
 CL1535.and adjusted by the National Geodetic Survey in 1992..
 CL1535.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CL1535.rate of 3.1 thru 4.0 mm/km.
 CL1535
 CL1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1535
 CL1535.The geoid height was determined by GEOID03.
 CL1535
 CL1535.The dynamic height is computed by dividing the NAVD 88
 CL1535.geopotential number by the normal gravity value computed on the
 CL1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1535.degrees latitude (g = 980.6199 gals.).
 CL1535
 CL1535.The modeled gravity was interpolated from observed gravity values.
 CL1535
 CL1535;                    North         East     Units Scale Factor Converg.
 CL1535;SPC GA E     -   279,916.179   125,015.933   MT  0.99996931   -0 25 44.9
 CL1535;SPC GA E     -   918,358.33    410,156.44   sFT  0.99996931   -0 25 44.9
 CL1535;UTM  17      - 3,600,038.437   315,455.500   MT  1.00001997   -1 03 23.9
 CL1535
 CL1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1535!SPC GA E     -   0.99998959  x   0.99996931  =   0.99995890
 CL1535!UTM  17      -   0.99998959  x   1.00001997  =   1.00000956
 CL1535
 CL1535|---------------------------------------------------------------------|
 CL1535| PID    Reference Object                     Distance      Geod. Az  |
 CL1535|                                                           dddmmss.s |
 CL1535| CY7247 BIN RM=L 45                                        19941     |
 CL1535| CL0314 LACY=K 45                           APPROX. 0.8 KM 2741326.8 |
 CL1535|---------------------------------------------------------------------|
 CL1535
 CL1535                          SUPERSEDED SURVEY CONTROL
 CL1535
 CL1535  NAD 83(1986)-  32 31 20.47392(N)    082 57 53.39944(W) AD(       ) 1
 CL1535  NAD 27      -  32 31 19.86500(N)    082 57 53.87800(W) AD(       ) 1
 CL1535
 CL1535.Superseded values are not recommended for survey control.
 CL1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1535.See file dsdata.txt to determine how the superseded data were derived.
 CL1535
 CL1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1545500038(NAD 83)
 CL1535_MARKER: DS = TRIANGULATION STATION DISK
 CL1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1535
 CL1535  HISTORY     - Date     Condition        Report By
 CL1535  HISTORY     - 1918     MONUMENTED       CGS
 CL1535  HISTORY     - 1922     SEE DESCRIPTION  CGS
 CL1535  HISTORY     - 1949     SEE DESCRIPTION  CGS
 CL1535
 CL1535                          STATION DESCRIPTION
 CL1535
 CL1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1535'ABOUT 3 MILES WEST OF DUBLIN, ON SOUTH SIDE OF MACON, DUBLIN
 CL1535'AND SAVANNAH RAILWAY, 7.433 METERS (24.39 FEET) FROM THE SOUTH
 CL1535'RAIL, ON EXTENSION OF WEST TANGENT OF NORTH RAIL AND EAST
 CL1535'TANGENT OF SOUTH RAIL, IN COTTON FIELD.  REFERENCE MARK = L-45,
 CL1535'IS IN FIELD, 10.538 METERS (34.57 FEET) FROM
 CL1535'STATION IN GRID AZIMUTH 20 DEG 08 MIN.  IN 1922 SURFACE MARK OF
 CL1535'STATION AND REFERENCE MARK WERE REPORTED DESTROYED BUT
 CL1535'UNDERGROUND MARK REMAINED UNDISTURBED.
 CL1535
 CL1535                          STATION RECOVERY (1949)
 CL1535
 CL1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1535'THE BROKEN SURFACE MONUMENT OF THE STATION MARK WAS RECOVERED AND
 CL1535'REMOVED IN ORDER TO RECOVER THE UNDERGROUND MARK.  THE UNDERGROUND
 CL1535'MARK WAS NOT ALTERED IN ANY MANNER.  A NEW SURFACE STATION MARK WAS
 CL1535'SET AND ANOTHER REFERENCE MARK WAS ALSO SET AFTER FAILURE TO
 CL1535'FIND THE ORIGINAL.
 CL1535'
 CL1535'STATION IS ABOUT 3.6 MILES W ALONG THE MACON, DUBLIN AND SAVANNAH
 CL1535'RAILROAD FROM THE RAILROAD IN DUBLIN, AT THE W END OF A MILE-LONG
 CL1535'TANGENT, AT THE INTERSECTION OF THE PROJECTED LINES OF THE S
 CL1535'RAIL IN THE TANGENT E AND THE N RAIL IN THE TANGENT W OF
 CL1535'THE STATION, 24.3 FEET S OF THE S RAIL, AND 1.1 FEET HIGHER THAN
 CL1535'THE TOP OF THE RAIL.
 CL1535'
 CL1535'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.
 CL1535'SURFACE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BIN 1918 1949.
 CL1535'
 CL1535'R.M. 2 IS 9.003 METERS (29.54 FEET) IN GRID AZIMUTH 255 DEG
 CL1535'46 MIN FROM THE STATION, ON THE PROJECTED LINE OF THE S RAIL
 CL1535'IN THE LONG TANGENT E OF THE MARK, 20 FEET S OF THE S RAIL,
 CL1535'AND 1.6 FEET HIGHER THAN THE TOP OF THE RAIL.  IT IS A BRONZE
 CL1535'REFERENCE DISK, STAMPED BIN NO 2 1918, SET IN CONCRETE, AND
 CL1535'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3541 ***********************************************************************
 AB3541  DESIGNATION -  BIRD AZ MK 2 RESET
 AB3541  PID         -  AB3541
 AB3541  STATE/COUNTY-  GA/BULLOCH
 AB3541  USGS QUAD   -  STATESBORO (1993)
 AB3541
 AB3541                         *CURRENT SURVEY CONTROL
 AB3541  ___________________________________________________________________
 AB3541* NAD 83(1994)-  32 23 32.53786(N)    081 45 56.68799(W)     ADJUSTED  
 AB3541* NAVD 88     -        72.6    (meters)     238.     (feet)  VERTCON   
 AB3541  ___________________________________________________________________
 AB3541  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AB3541  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AB3541
 AB3541  HORZ ORDER  -  SECOND
 AB3541
 AB3541.The horizontal coordinates were established by classical geodetic methods
 AB3541.and adjusted by the National Geodetic Survey in September 1997..
 AB3541
 AB3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3541
 AB3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3541
 AB3541.The geoid height was determined by GEOID03.
 AB3541
 AB3541;                    North         East     Units Scale Factor Converg.
 AB3541;SPC GA E     -   265,293.395   237,718.330   MT  0.99991754   +0 12 53.2
 AB3541;SPC GA E     -   870,383.41    779,914.22   sFT  0.99991754   +0 12 53.2
 AB3541;UTM  17      - 3,584,186.308   427,979.927   MT  0.99966396   -0 24 36.9
 AB3541
 AB3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3541!SPC GA E     -   0.99999331  x   0.99991754  =   0.99991085
 AB3541!UTM  17      -   0.99999331  x   0.99966396  =   0.99965727
 AB3541
 AB3541                          SUPERSEDED SURVEY CONTROL
 AB3541
 AB3541  NAD 83(1986)-  32 23 32.53556(N)    081 45 56.68906(W) AD(       ) 2
 AB3541  NGVD 29 (05/08/96)   72.8    (m)          239.     (f) VERT ANG       
 AB3541
 AB3541.Superseded values are not recommended for survey control.
 AB3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3541.See file dsdata.txt to determine how the superseded data were derived.
 AB3541
 AB3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2798084186(NAD 83)
 AB3541_MARKER: DD = SURVEY DISK
 AB3541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3541
 AB3541  HISTORY     - Date     Condition        Report By
 AB3541  HISTORY     - 1982     MONUMENTED       GADT
 AB3541
 AB3541                          STATION DESCRIPTION
 AB3541
 AB3541'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3541'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) SOUTH-SOUTHEAST FROM
 AB3541'STATESBORO, 11.75 KM (7.3 MI) EAST-NORTHEAST OF REGISTER, AND 18.10 KM
 AB3541'(11.25 MI) EAST OF PULASKI. OWNERSHIP--COUNTY RIGHT OF WAY.
 AB3541'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3541'GO SOUTH ALONG U.S. HIGHWAY 301 FOR 6.9 KM (4.3 MI) TO THE JUNCTION OF
 AB3541'COUNTY PAVED ROAD 233 TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG
 AB3541'COUNTY ROAD 233 FOR 3.5 KM (2.15 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3541'ROAD 243 TO THE LEFT.  CONTINUE GOING EASTERLY ALONG COUNTY ROAD 233
 AB3541'FOR 1.7 KM (1.1 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 242 TO THE
 AB3541'RIGHT AND THE STATION ON THE RIGHT.
 AB3541'THE STATION IS A STANDARD GADT DISK STAMPED---BIRD 1935 AZ MK 2
 AB3541'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3541'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.56 METERS (44.50 FT)
 AB3541'SOUTH FROM THE CENTERLINE OF THE ROAD, 8.23 METERS (27.00 FT) WEST
 AB3541'FROM THE CENTERLINE OF THE DIRT ROAD, 2.74 METERS (9.00 FT) NORTHWEST
 AB3541'FROM A TELEPHONE POLE, AND 0.7 METER (2.3 FT) NORTH FROM A WITNESS
 AB3541'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---BIRD 1935
 AB3541'AZ MK 2 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS
 AB3541'BELOW THE SURFACE.
 AB3541'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3541'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3541'DESCRIBED BY T. B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4098 ***********************************************************************
 CK4098  DESIGNATION -  BIRD RESET
 CK4098  PID         -  CK4098
 CK4098  STATE/COUNTY-  GA/BULLOCH
 CK4098  USGS QUAD   -  STATESBORO (1993)
 CK4098
 CK4098                         *CURRENT SURVEY CONTROL
 CK4098  ___________________________________________________________________
 CK4098* NAD 83(1994)-  32 24 10.13533(N)    081 46 50.87375(W)     ADJUSTED  
 CK4098* NAVD 88     -        70.5    (meters)     231.     (feet)  VERT ANG  
 CK4098  ___________________________________________________________________
 CK4098  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CK4098  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK4098
 CK4098  HORZ ORDER  -  SECOND
 CK4098
 CK4098.The horizontal coordinates were established by classical geodetic methods
 CK4098.and adjusted by the National Geodetic Survey in September 1997..
 CK4098
 CK4098.The orthometric height was determined by vertical angle observations.
 CK4098
 CK4098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4098
 CK4098.The geoid height was determined by GEOID03.
 CK4098
 CK4098;                    North         East     Units Scale Factor Converg.
 CK4098;SPC GA E     -   266,446.228   236,298.096   MT  0.99991624   +0 12 24.4
 CK4098;SPC GA E     -   874,165.67    775,254.67   sFT  0.99991624   +0 12 24.4
 CK4098;UTM  17      - 3,585,354.273   426,572.709   MT  0.99966648   -0 25 06.3
 CK4098
 CK4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4098!SPC GA E     -   0.99999364  x   0.99991624  =   0.99990989
 CK4098!UTM  17      -   0.99999364  x   0.99966648  =   0.99966013
 CK4098
 CK4098|---------------------------------------------------------------------|
 CK4098| PID    Reference Object                     Distance      Geod. Az  |
 CK4098|                                                           dddmmss.s |
 CK4098| CK4514 BIRD RM 3                            29.126 METERS 02224     |
 CK4098| CK4512 BIRD RM 1                            29.206 METERS 02226     |
 CK4098| CK4513 BIRD RM 2                            32.250 METERS 02352     |
 CK4098| CK4510 BIRD AZ MK                          241.343 METERS 18144     |
 CK4098| AB3540 BIRD RM 4                            11.652 METERS 21807     |
 CK4098| CK4511 BIRD AZ MK 2                        241.320 METERS 34016     |
 CK4098|---------------------------------------------------------------------|
 CK4098
 CK4098                          SUPERSEDED SURVEY CONTROL
 CK4098
 CK4098  NAD 83(1986)-  32 24 10.13314(N)    081 46 50.87471(W) AD(       ) 2
 CK4098  NAD 27      -  32 24 09.48700(N)    081 46 51.47200(W) AD(       ) 2
 CK4098  NGVD 29 (05/08/96)   71.47   (m)          234.5    (f) LEVELING    3  
 CK4098
 CK4098.Superseded values are not recommended for survey control.
 CK4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4098.See file dsdata.txt to determine how the superseded data were derived.
 CK4098
 CK4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2657385354(NAD 83)
 CK4098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK4098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4098_STAMPING: BIRD 1935 1978
 CK4098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4098+STABILITY: SURFACE MOTION
 CK4098
 CK4098  HISTORY     - Date     Condition        Report By
 CK4098  HISTORY     - 1954     MONUMENTED       CGS
 CK4098  HISTORY     - 1978     GOOD             NGS
 CK4098  HISTORY     - 1978     GOOD             GADT
 CK4098  HISTORY     - 1982     GOOD             GADT
 CK4098
 CK4098                          STATION DESCRIPTION
 CK4098
 CK4098'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4098'RECOVERED ALL MARKS AS DESCRIBED, EXCEPT THAT THE SURFACE STATION
 CK4098'MARK WAS UPROOTED AND MOVED ABOUT 50 YD.  A NEW SURFACE MARK WAS
 CK4098'SET SLIGHTLY BELOW GROUND.
 CK4098'
 CK4098'THE STATION IS ABOUT 6-1/2 MI. E-NE OF REGISTER, 3-1/4 MI. S OF
 CK4098'STATESBORO, ON THE TOP OF THE APPARENTLY HIGHEST HILL IN THE
 CK4098'VICINITY, ON LAND OWNED BY THE COUNTY AS A ROAD RIGHT-OF-WAY OR
 CK4098'CLAUDE SAPP, 55.1 FT. SW OF THE CENTER OF A CREOSOTED TRANSFORMER
 CK4098'POWER POLE, 49.6 FT. SE OF THE SE CORNER OF THE MAIN BODY OF A BRICK
 CK4098'CHIMNEY, AND 19.3 FT. N OF THE CENTER OF A 24-INCH PINE TREE.
 CK4098'THE UPPER DISK IS 6 IN. UNDER
 CK4098'GROUND, THE LOWER DISK IS STAMPED BIRD 1935, AND THE UPPER DISK IS
 CK4098'STAMPED BIRD 1935 1954.
 CK4098'
 CK4098'REFERENCE MARK 1 IS 95.78 FT. N 22 DEG 26 MIN E FROM
 CK4098'THE STATION, 78 FT. E OF THE NE CORNER OF THE MAIN BODY OF THE HOUSE
 CK4098'OF MR. SAPP, 46 FT. N OF A TRANSFORMER POLE, AND 33 FT. E OF THE
 CK4098'CENTERLINE OF AN EARTH ROAD.  THE MARK
 CK4098'PROJECTS 6 IN., AND THE DISK IS STAMPED BIRD NO 1 1935.
 CK4098'
 CK4098'REFERENCE MARK 2 IS 105.81 FT. S 19 DEG 25 MIN E FROM
 CK4098'THE STATION, ABOUT 50 YD. S OF THE CREST OF A HILL, 22 FT. E OF
 CK4098'THE CENTERLINE OF THE ROAD, AND 1 FT. W OF A FENCE.  THE MARK
 CK4098'PROJECTS 2 IN., AND THE DISK IS STAMPED BIRD
 CK4098'NO 2 1935.
 CK4098'
 CK4098'THE AZIMUTH MARK IS ABOUT 0.2 MI. S 1 DEG 44 MIN W
 CK4098'FROM THE STATION, 135 FT. N OF THE CENTER OF A ROAD
 CK4098'Y-INTERSECTION AND 15 FT. E OF THE CENTERLINE OF A COUNTY ROAD.  THE
 CK4098'MARK PROJECTS 5 IN., AND THE DISK IS
 CK4098'STAMPED BIRD AZI 1935.
 CK4098'
 CK4098'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN STATESBORO,
 CK4098'GO S ON U.S. HIGHWAY 301 FOR 4.5 MI. TO A CROSSROADS AT LANGSTON
 CK4098'METHODIST CHURCH AND TURN LEFT, THENCE E FOR 1.1 MI. AND KEEP
 CK4098'STRAIGHT AHEAD AT THE CROSSROADS, THENCE 0.4 MI. AND TAKE THE LEFT
 CK4098'FORK KEEPING THE MAIN ROAD, THENCE CONTINUE E FOR 0.5 MI. AND KEEP
 CK4098'STRAIGHT AHEAD AT A JOGGED CROSSROADS OR TWO T-ROADS, THENCE E AND NE
 CK4098'FOR 0.6 MI. AND TAKE THE LEFT FORK, THENCE N FOR 0.25 MI. TO THE
 CK4098'TOP OF THE HILL AND THE STATION ON THE LEFT.
 CK4098
 CK4098                          STATION RECOVERY (1978)
 CK4098
 CK4098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CK4098'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 CK4098'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND HIT AND LEANING.  THE
 CK4098'DISK WAS RECLAIMED AT THIS TIME.  THE AZIMUTH MARK WAS DESTROYED
 CK4098'WHEN BLADED ROAD WAS WIDENED AND DITCHED.  REFERENCE MARK 3 AND AN
 CK4098'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A POLARIS
 CK4098'OBSERVATION WAS OBSERVED.  THE DISTANCE TO REFERNCE MARK 2 CHECKED.
 CK4098'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4098'
 CK4098'STATION IS ABOUT 6-1/2 MILES EAST-NORTHEAST OF REGISTER, ON THE
 CK4098'HIGHEST HILL IN VICINITY AND ON PROPERTY OF C.N. SAPP, ROUTE 6,
 CK4098'STATESBORO.
 CK4098'
 CK4098'TO REACH THE STATION FROM THE COURT HOUSE IN STATESBORO, GO SOUTH
 CK4098'ON U.S. HIGHWAY 301 FOR 4.3 MILES TO COUNTY ROAD 233 ON LEFT.  TURN
 CK4098'LEFT AND GO EASTERLY ON COUNTY ROAD 233 FOR 2.15 MILES TO A COUNTY
 CK4098'PAVED ROAD ON LEFT.  TURN LEFT AND GO NORTHEAST AND NORTH ON
 CK4098'COUNTY PAVED ROAD FOR 0.6 MILE TO THE TOP OF HILL AND THE AZIMUTH
 CK4098'MARK ON LEFT AND A SIDE DIRT ROAD RIGHT.  TURN A SHARP RIGHT AND
 CK4098'GO SOUTHEAST AND SOUTH FOR 0.15 MILE TO THE STATION ON RIGHT.
 CK4098'
 CK4098'STATION MARK, A STANDARD DISK STAMPED BIRD 1935 1954, IS SET IN
 CK4098'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 8-INCHES BELOW THE
 CK4098'GROUND SURFACE.  IT IS 56.2 FEET SOUTHEAST OF A CONCRETE PATIO WITH
 CK4098'BRICK ON SIDES THAT PROJECTS 1-1/2 FEET, 55 FEET SOUTHWEST OF A
 CK4098'POWER LINE POLE WITH A TRANSFORMER THAT IS ON THE EAST SIDE OF
 CK4098'BLADED ROAD, 39.5 FEET SOUTHEAST OF A 36-INCH SYCAMORE TREE,
 CK4098'35 FEET SOUTH-SOUTHEAST OF A 15-INCH CHINA BERRY TREE, 21
 CK4098'FEET WEST OF THE CENTER OF DIRT ROAD, 8.4 FEET NORTHEAST OF A
 CK4098'METAL WITNESS POST AND 2-1/2 FEET HIGHER THAN THE BLADED ROAD.
 CK4098'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED BIRD 1935, IS SET
 CK4098'IN AN IRREGULAR MASS OF CONCRETE UNDER THE STATION MARK.
 CK4098'
 CK4098'REFERENCE MARK 2, A STANDARD DISK STAMPED BIRD NO 2 1935, IS SET
 CK4098'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH.
 CK4098'IT IS 50 YARDS SOUTH OF THE CREST OF HILL, 19 FEET EAST OF THE
 CK4098'CENTER OF BLADED ROAD AND 1 FOOT WEST OF METAL WITNESS POST AND WIRE
 CK4098'FENCE.
 CK4098'
 CK4098'REFERENCE MARK 3, A STANDARD DISK STAMPED BIRD 1935 NO 3 1978, IS
 CK4098'SET IN THE TOP OF A 15-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CK4098'FLUSH.  IT IS 65.5 FEET NORTH OF A METAL WITNESS POST AT THE
 CK4098'NORTH END OF FENCE.  46 FEET NORTH OF A POWER LINE POLE WITH
 CK4098'TRANSFORMER AND 30 FEET EAST-NORTHEAST OF THE CENTER OF THE
 CK4098'BLADED ROAD.
 CK4098'
 CK4098'AZIMUTH MARK, A STANDARD DISK STAMPED BIRD 1935 1978, IS SET IN THE
 CK4098'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 CK4098'GROUND AT THE TOP OF CUT OF ROAD EMBANKMENT.  IT IS 175 FEET
 CK4098'NORTHWEST OF THE CENTER OF ROAD FORK, 110 FEET SOUTHWEST OF THE
 CK4098'SOUTH CORNER OF BRICK HOUSE, 37 FEET WEST OF THE CENTER OF THE PAVED
 CK4098'COUNTY ROAD, ABOUT THE SAME ELEVATION AS THE ROAD AND 1.4
 CK4098'FEET SOUTHEAST OF A METAL WITNESS POST AND A FENCE CORNER.
 CK4098'
 CK4098'NOTICE--STATION MARK CAN BE LOCATED WITH A METAL DETECTOR.
 CK4098'
 CK4098'NOTE--PLEASE CONTACT PROPERTY OWNERS BEFORE USING STATION.
 CK4098'
 CK4098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/4 MILES SOUTH
 CK4098'OF STATESBORO.
 CK4098
 CK4098                          STATION RECOVERY (1978)
 CK4098
 CK4098'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK4098'THE MOST CURRENT RECOVERY FOR THIS STATION MAY BE FOUND
 CK4098'IN PROJECT G16953, VICINITY OF STATESBORO.
 CK4098
 CK4098                          STATION RECOVERY (1982)
 CK4098
 CK4098'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4098'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. R.P.
 CK4098'KONRADY STATED IN AN UNPUBLISHED DESCRIPTION IN 1978 THAT HE FOUND
 CK4098'REFERENCE MARK 1 HIT AND LEANING AND RECOVERED THE DISK. ALSO HE
 CK4098'DETERMINED THAT A REFERENCE MARK USED FOR AZIMUTH WAS DESTROYED WHEN
 CK4098'THE BLADED ROAD WAS WIDENED AND DITCHED.  HE ESTABLISHED REFERENCE
 CK4098'MARK 3 AND AN AZIMUTH MARK AT THAT TIME. THESE MARKS WERE FOUND IN
 CK4098'GOOD CONDITION AT THIS TIME.  NEITHER THE 1935 OR THE 1954
 CK4098'DESCRIPTIONS WERE ADEQUATE TO LOCATE THE MARKS.  REFERENCE MARK 4 WAS
 CK4098'ESTABLISHED AT THIS TIME BECAUSE A POWERLINE AT THE STATION PROHIBITED
 CK4098'BUILDING A SURVEY TOWER. REFERENCE MARK 4 WAS OCCUPIED FOR POSITION
 CK4098'AND A TRAVERSE TIE MADE TO THE STATION.  AZIMUTH MARK 2 WAS SET AT
 CK4098'THIS TIME DUE TO THE LINE TO THE AZIMUTH MARK BEING OBSTRUCTED FROM
 CK4098'THE TOP OF THE TOWER.  A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION
 CK4098'IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF REGISTER, 5.3
 CK4098'KM(3.3 MI) SOUTH OF STATESBORO, AND 16.7 KM 10.4 MI) EAST OF PULASKI.
 CK4098'OWNERSHIP--C.N. SAPP, ROUTE 6, STATESBORO, GEORGIA 30458.
 CK4098'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 CK4098'GO SOUTH ALONG U.S. HIGHWAY 301 FOR 6.9 KM (4.3 MI) TO THE JUNCTION OF
 CK4098'COUNTY PAVED ROAD 233 TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG
 CK4098'COUNTY ROAD 233 FOR 3.5 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY
 CK4098'ROAD 243 TO THE LEFT.  TURN LEFT GOING NORTHEAST AND NORTH ALONG
 CK4098'COUNTY ROAD 243 FOR 1 KM (0.6 MI) TO THE TOP OF A HILL, THE AZIMUTH
 CK4098'MARK ON THE LEFT, AND A DIRT ROAD REVERSE FORKING TO THE RIGHT.  TURN
 CK4098'RIGHT GOING SOUTHEAST AND SOUTH ALONG THE DIRT ROAD FOR 0.2 KM (0.15
 CK4098'MI) TO THE STATION ON THE RIGHT.
 CK4098'THE STATION IS A STANDARD NGS DISK STAMPED---BIRD 1935 1954---, SET
 CK4098'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 CK4098'20 CM BELOW THE GROUND.  IT IS LOCATED 6.40 METERS (21.00 FT) WEST
 CK4098'FROM THE CENTERLINE OF THE BLADED ROAD, 17.13 METERS (56.2 FT)
 CK4098'SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONCRETE PATIO, 16.76 METERS
 CK4098'(55.0 FT) SOUTHWEST FROM A POWER POLE WITH A TRANSFORMER ON THE EAST
 CK4098'SIDE OF THE ROAD, 11.89 METERS (39.0 FT) SOUTHEAST FROM A 30-INCH
 CK4098'SYCAMORE TREE, AND 1.83 METERS (6.0 FT) NORTH FROM AN OLD FENCELINE.
 CK4098'THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED---BIRD 1935---,
 CK4098'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4098'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK STAMPED---BIRD II
 CK4098'1935---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK4098'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.49 METERS (18 FT) EAST
 CK4098'FROM THE CENTERLINE OF THE ROAD, 43.28 METERS (142 FT) SOUTH FROM A
 CK4098'POWER POLE WITH A TRANSFORMER, 0.15 METER (0.5 FT) WEST FROM FROM A
 CK4098'WITNESS POST AT THE FENCE, AND 34.59 METERS (113.5 FT) NORTHEAST FROM
 CK4098'FROM THE SOUTHEAST CORNER OF A BRICK HOUSE. MARK IS LEVEL WITH
 CK4098'STATION.
 CK4098'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK STAMPED---BIRD 1935 NO
 CK4098'3 1978---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 38 CM IN
 CK4098'DIAMETER PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 9.14 METERS
 CK4098'(30.0 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE DIRT ROAD, 14.02
 CK4098'METERS (46.0 FT) NORTH FROM THE POWER POLE WITH THE TRANSFORMER, AND
 CK4098'19.96 METERS (65.5 FT) NORTH FROM A WITNESS POST SET AT THE NORTH END
 CK4098'OF A FENCE. MARK IS LEVEL WITH STATION.
 CK4098'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK STAMPED---BIRD 1935 NO
 CK4098'4 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CK4098'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.87 METERS
 CK4098'(45.5 FT) WEST FROM THE CENTERLINE OF THE ROAD, 21.52 METERS (70.6 FT)
 CK4098'NORTHEAST FROM THE NORTHEAST CORNER OF A BRICK HOUSE, 6.40 METERS
 CK4098'(20.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE PAD, 15.15
 CK4098'METERS (49.7 FT) SOUTH FROM A 20-INCH SYCAMORE TREE, AND 9.39 METERS
 CK4098'(30.8 FT) SOUTHWEST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 CK4098'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED---BIRD 1935
 CK4098'1978---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CK4098'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37.0 FT) WEST
 CK4098'FROM THE CENTERLINE OF THE ROAD, 45.72 METERS (150.0 FT)
 CK4098'NORTH-NORTHWEST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF A
 CK4098'DIRT COUNTY ROAD TO THE SOUTH AND THE PAVED ROAD, 47.00 METERS (154.2
 CK4098'FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRICK HOUSE, AND 0.46
 CK4098'METER (1.5 FT) SOUTHEAST FROM A WITNESS POST SET AT A FENCE CORNER.
 CK4098'AZIMUTH MARK NUMBER 2 IS A STANDARD GADT DISK STAMPED---BIRD 1935 AZ
 CK4098'MK 2 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CK4098'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.56 METERS (44.5 FT)
 CK4098'SOUTH FROM THE CENTERLINE OF THE PAVED COUNTY ROAD, 8.23 METERS (27.0
 CK4098'FT) WEST FROM THE CENTERLINE OF THE DIRT COUNTY ROAD, 2.74 METERS (9.0
 CK4098'FT) NORTHWEST FROM A TELEPHONE POLE, AND 0.7 METER (2.3 FT) NORTH FROM
 CK4098'A WITNESS POST.
 CK4098'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS. THE UNDERGROUND
 CK4098'MARK IS A STANDARD GADT DISK STAMPED---BIRD 1935 AZ MK 2 1982--, SET
 CK4098'IN AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE. TO REACH
 CK4098'THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 233 AND COUNTY ROAD
 CK4098'243, GO EASTERLY ALONG COUNTY ROAD 233 FOR 1.7 KM (1.1 MI) TO THE
 CK4098'JUNCTION OF COUNTY ROAD 242 TO THE RIGHT AND THE MARK ON THE RIGHT.
 CK4098'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK4098'GEORGIA 1976.  REVISED AUGUST 1976.
 CK4098'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3540 ***********************************************************************
 AB3540  DESIGNATION -  BIRD RM 4
 AB3540  PID         -  AB3540
 AB3540  STATE/COUNTY-  GA/BULLOCH
 AB3540  USGS QUAD   -  STATESBORO (1993)
 AB3540
 AB3540                         *CURRENT SURVEY CONTROL
 AB3540  ___________________________________________________________________
 AB3540* NAD 83(1994)-  32 24 09.83773(N)    081 46 51.14899(W)     ADJUSTED  
 AB3540* NAVD 88     -        70.9    (meters)     233.     (feet)  VERTCON   
 AB3540  ___________________________________________________________________
 AB3540  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3540  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3540
 AB3540  HORZ ORDER  -  FIRST
 AB3540
 AB3540.The horizontal coordinates were established by classical geodetic methods
 AB3540.and adjusted by the National Geodetic Survey in September 1997..
 AB3540
 AB3540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3540
 AB3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3540
 AB3540.The geoid height was determined by GEOID03.
 AB3540
 AB3540;                    North         East     Units Scale Factor Converg.
 AB3540;SPC GA E     -   266,437.036   236,290.937   MT  0.99991624   +0 12 24.2
 AB3540;SPC GA E     -   874,135.51    775,231.18   sFT  0.99991624   +0 12 24.2
 AB3540;UTM  17      - 3,585,345.162   426,565.452   MT  0.99966650   -0 25 06.5
 AB3540
 AB3540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3540!SPC GA E     -   0.99999357  x   0.99991624  =   0.99990981
 AB3540!UTM  17      -   0.99999357  x   0.99966650  =   0.99966007
 AB3540
 AB3540|---------------------------------------------------------------------|
 AB3540| PID    Reference Object                     Distance      Geod. Az  |
 AB3540|                                                           dddmmss.s |
 AB3540| CK4514 BIRD RM 3                            27.793 METERS 02652     |
 AB3540| CK4513 BIRD RM 2                            40.480 METERS 13955     |
 AB3540|---------------------------------------------------------------------|
 AB3540
 AB3540                          SUPERSEDED SURVEY CONTROL
 AB3540
 AB3540  NAD 83(1986)-  32 24 09.83554(N)    081 46 51.14996(W) AD(       ) 1
 AB3540  NGVD 29 (05/08/96)   71.2    (m)          234.     (f) VERT ANG       
 AB3540
 AB3540.Superseded values are not recommended for survey control.
 AB3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3540.See file dsdata.txt to determine how the superseded data were derived.
 AB3540
 AB3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2656585345(NAD 83)
 AB3540_MARKER: DS = TRIANGULATION STATION DISK
 AB3540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3540
 AB3540  HISTORY     - Date     Condition        Report By
 AB3540  HISTORY     - 1982     MONUMENTED       GADT
 AB3540
 AB3540                          STATION DESCRIPTION
 AB3540
 AB3540'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3540'THE STATION
 AB3540'IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF REGISTER, 5.3
 AB3540'KM(3.3 MI) SOUTH OF STATESBORO, AND 16.7 KM 10.4 MI) EAST OF PULASKI.
 AB3540'OWNERSHIP--C.N. SAPP, ROUTE 6, STATESBORO, GEORGIA 30458.
 AB3540'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3540'GO SOUTH ALONG U.S. HIGHWAY 301 FOR 6.9 KM (4.3 MI) TO THE JUNCTION OF
 AB3540'COUNTY PAVED ROAD 233 TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG
 AB3540'COUNTY ROAD 233 FOR 3.5 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3540'ROAD 243 TO THE LEFT.  TURN LEFT GOING NORTHEAST AND NORTH ALONG
 AB3540'COUNTY ROAD 243 FOR 1 KM (0.6 MI) TO THE TOP OF A HILL, THE AZIMUTH
 AB3540'MARK ON THE LEFT, AND A DIRT ROAD REVERSE FORKING TO THE RIGHT.  TURN
 AB3540'RIGHT GOING SOUTHEAST AND SOUTH ALONG THE DIRT ROAD FOR 0.2 KM (0.15
 AB3540'MI) TO THE STATION ON THE RIGHT.
 AB3540'
 AB3540'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK STAMPED---BIRD 1935 NO
 AB3540'4 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 AB3540'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.87 METERS
 AB3540'(45.5 FT) WEST FROM THE CENTERLINE OF THE ROAD, 21.52 METERS (70.6 FT)
 AB3540'NORTHEAST FROM THE NORTHEAST CORNER OF A BRICK HOUSE, 6.40 METERS
 AB3540'(20.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE PAD, 15.15
 AB3540'METERS (49.7 FT) SOUTH FROM A 20-INCH SYCAMORE TREE, AND 9.39 METERS
 AB3540'(30.8 FT) SOUTHWEST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1506 ***********************************************************************
 CM1506  DESIGNATION -  BIRMA
 CM1506  PID         -  CM1506
 CM1506  STATE/COUNTY-  GA/TAYLOR
 CM1506  USGS QUAD   -  REYNOLDS (1981)
 CM1506
 CM1506                         *CURRENT SURVEY CONTROL
 CM1506  ___________________________________________________________________
 CM1506* NAD 83(1994)-  32 33 26.06257(N)    084 03 34.51111(W)     ADJUSTED  
 CM1506* NAVD 88     -       106.79   (+/-2cm)     350.4    (feet)  VERTCON   
 CM1506  ___________________________________________________________________
 CM1506  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CM1506  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1506
 CM1506  HORZ ORDER  -  FIRST
 CM1506  VERT ORDER  -  THIRD ? (See Below)
 CM1506
 CM1506.The horizontal coordinates were established by classical geodetic methods
 CM1506.and adjusted by the National Geodetic Survey in September 1997..
 CM1506
 CM1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1506.The vertical order pertains to the NGVD 29 superseded value.
 CM1506
 CM1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1506
 CM1506.The geoid height was determined by GEOID03.
 CM1506
 CM1506;                    North         East     Units Scale Factor Converg.
 CM1506;SPC GA W     -   283,508.987   710,055.672   MT  0.99990125   +0 03 27.4
 CM1506;SPC GA W     -   930,145.73  2,329,574.32   sFT  0.99990125   +0 03 27.4
 CM1506;UTM  16      - 3,606,018.799   776,096.296   MT  1.00054010   +1 35 00.1
 CM1506;UTM  17      - 3,606,334.516   212,709.301   MT  1.00061789   -1 38 51.4
 CM1506
 CM1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1506!SPC GA W     -   0.99998737  x   0.99990125  =   0.99988862
 CM1506!UTM  16      -   0.99998737  x   1.00054010  =   1.00052746
 CM1506!UTM  17      -   0.99998737  x   1.00061789  =   1.00060525
 CM1506
 CM1506|---------------------------------------------------------------------|
 CM1506| PID    Reference Object                     Distance      Geod. Az  |
 CM1506|                                                           dddmmss.s |
 CM1506| CY8086 BIRMA RM                                           06815     |
 CM1506| CM1507 WAYNE                               275.556 METERS 09436     |
 CM1506| CM1505 MAE                                 APPROX. 1.9 KM 2780714.7 |
 CM1506|---------------------------------------------------------------------|
 CM1506
 CM1506                          SUPERSEDED SURVEY CONTROL
 CM1506
 CM1506  NAD 83(1986)-  32 33 26.06911(N)    084 03 34.50987(W) AD(       ) 1
 CM1506  NAD 27      -  32 33 25.52600(N)    084 03 34.83200(W) AD(       ) 1
 CM1506  NGVD 29 (07/19/86)  106.89   (m)          350.7    (f) LEVELING    3  
 CM1506
 CM1506.Superseded values are not recommended for survey control.
 CM1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1506.See file dsdata.txt to determine how the superseded data were derived.
 CM1506
 CM1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7609606019(NAD 83)
 CM1506_MARKER: DS = TRIANGULATION STATION DISK
 CM1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1506
 CM1506  HISTORY     - Date     Condition        Report By
 CM1506  HISTORY     - 1917     MONUMENTED       CGS
 CM1506  HISTORY     - 1922     SEE DESCRIPTION  CGS
 CM1506  HISTORY     - 1954     MARK NOT FOUND   CGS
 CM1506
 CM1506                          STATION DESCRIPTION
 CM1506
 CM1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CM1506'ABOUT 2 MILES EAST OF REYNOLDS, ON THE CENTRAL OF GEORGIA
 CM1506'RAILWAY, 24 RAILS EAST OF MILEPOST S-231, 2.55 METERS (8.4
 CM1506'FEET) TO THE RIGHT FROM RAIL.  REFERENCE MARK IS NAIL
 CM1506'OR BOLT IN CONCRETE MOUND, 12.55 METERS (41.2 FEET) FROM
 CM1506'STATION IN GRID AZIMUTH 248 DEG 11 MIN.  IN 1922 TOP OF
 CM1506'STATION MARK REPORTED DESTROYED.
 CM1506
 CM1506                          STATION RECOVERY (1954)
 CM1506
 CM1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1506'THE RAILROAD HAS EVIDENTLY PUT LONGER RAILS DOWN SINCE THE
 CM1506'ORIGINAL DESCRIPTION WAS WRITTEN AS 24 RAILS E OF MILEPOST
 CM1506'S 231 WOULD NOT BE A LOGICAL PLACE FOR A TRAVERSE MARK.  MARK
 CM1506'WAS SEARCHED FOR 4 RAILS W OF THIS POINT, AT THE CURVE, THIS
 CM1506'WOULD PUT THE MARK IN THE DITCH LINE OF THE RAILROAD.  THE
 CM1506'MARK IS CONSIDERED DESTROYED.  THE REFERENCE MARK WAS NOT
 CM1506'LOCATED AT THIS DATE.
 CM1506'
 CM1506'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2279 ***********************************************************************
 BC2279  DESIGNATION -  BISHOP
 BC2279  PID         -  BC2279
 BC2279  STATE/COUNTY-  GA/CAMDEN
 BC2279  USGS QUAD   -  HARRIETTS BLUFF (1994)
 BC2279
 BC2279                         *CURRENT SURVEY CONTROL
 BC2279  ___________________________________________________________________
 BC2279* NAD 83(1994)-  30 48 44.88102(N)    081 33 25.01668(W)     ADJUSTED  
 BC2279* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BC2279  ___________________________________________________________________
 BC2279  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BC2279  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BC2279
 BC2279  HORZ ORDER  -  FIRST
 BC2279
 BC2279.The horizontal coordinates were established by classical geodetic methods
 BC2279.and adjusted by the National Geodetic Survey in September 1997..
 BC2279
 BC2279.The orthometric height was scaled from a topographic map.
 BC2279
 BC2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2279
 BC2279.The geoid height was determined by GEOID03.
 BC2279
 BC2279;                    North         East     Units Scale Factor Converg.
 BC2279;SPC GA E     -    90,219.536   258,338.965   MT  0.99994197   +0 18 44.4
 BC2279;SPC GA E     -   295,995.26    847,567.09   sFT  0.99994197   +0 18 44.4
 BC2279;SPC FL E     -   718,064.515   146,707.914   MT  0.99997620   -0 17 07.1
 BC2279;SPC FL E     - 2,355,850.00    481,324.21   sFT  0.99997620   -0 17 07.1
 BC2279;UTM  17      - 3,408,951.496   446,726.097   MT  0.99963501   -0 17 07.1
 BC2279
 BC2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2279!SPC GA E     -   1.00000343  x   0.99994197  =   0.99994540
 BC2279!SPC FL E     -   1.00000343  x   0.99997620  =   0.99997963
 BC2279!UTM  17      -   1.00000343  x   0.99963501  =   0.99963844
 BC2279
 BC2279:                Primary Azimuth Mark                     Grid Az
 BC2279:SPC GA E     -  AIRWAY BEACON 3                          018 42 01.8
 BC2279:SPC FL E     -  AIRWAY BEACON 3                          019 17 53.3
 BC2279:UTM  17      -  AIRWAY BEACON 3                          019 17 53.3
 BC2279
 BC2279|---------------------------------------------------------------------|
 BC2279| PID    Reference Object                     Distance      Geod. Az  |
 BC2279|                                                           dddmmss.s |
 BC2279| BC2261 AIRWAY BEACON 3                     APPROX.14.5 KM 0190046.2 |
 BC2279| CW4648 BISHOP RM 2                          35.308 METERS 09638     |
 BC2279| BC1813 GREYFIELD TANK                      APPROX. 9.2 KM 1134354.8 |
 BC2279| BC1767 DUNGENESS TANK                      APPROX.11.0 KM 1303656.2 |
 BC2279| BC1777 FERNANDINA MUNICIPAL STANDPIPE      APPROX.18.4 KM 1482519.4 |
 BC2279| BC1776 FERNANDINA NASSAU CTHSE CUP         APPROX.18.2 KM 1494550.4 |
 BC2279| BC2303 AIRWAY BEACON 2                     APPROX. 7.4 KM 1770525.4 |
 BC2279| BC2308 ROSES                               APPROX.11.5 KM 1935607.6 |
 BC2279| CW4646 BISHOP AZ MK                                       2054340.0 |
 BC2279| CW4647 BISHOP RM 1                          32.553 METERS 34142     |
 BC2279|---------------------------------------------------------------------|
 BC2279
 BC2279                          SUPERSEDED SURVEY CONTROL
 BC2279
 BC2279  NAD 83(1994)-  30 48 44.88659(N)    081 33 25.01664(W) AD(       ) 1
 BC2279  NAD 83(1986)-  30 48 44.89048(N)    081 33 25.02168(W) AD(       ) 1
 BC2279  NAD 27      -  30 48 44.04300(N)    081 33 25.67000(W) AD(       ) 1
 BC2279
 BC2279.Superseded values are not recommended for survey control.
 BC2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2279.See file dsdata.txt to determine how the superseded data were derived.
 BC2279
 BC2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4672608951(NAD 83)
 BC2279_MARKER: DS = TRIANGULATION STATION DISK
 BC2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2279
 BC2279  HISTORY     - Date     Condition        Report By
 BC2279  HISTORY     - 1932     MONUMENTED       CGS
 BC2279  HISTORY     - 1933     GOOD             CGS
 BC2279  HISTORY     - 1962     GOOD             LOCENG
 BC2279
 BC2279                          STATION DESCRIPTION
 BC2279
 BC2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 BC2279'THIS STATION IS ABOUT 8 MI. E OF KINGSLAND, AND ON A TURPENTINE
 BC2279'FOREST OWNED BY MR. BISHOP.  REACHED FROM KINGSLAND BY U.S.  RT. 17
 BC2279'N 1.6 MI. TO A GULF FILLING STATION.  THENCE E ON A DIRT ROAD 5.3 MI.
 BC2279'TO A FORK AT CROOKED RIVER CLUB SIGN WHERE MAIN TRAVELLED ROAD
 BC2279'TURNS N.  KEEP LEFT FORK AND FOLLOW E 3.2 MI. AVOIDING A RIGHT FORK
 BC2279'AT 2.6 MI. WHERE MAIN ROAD TURNS N TO A DIM WOODS ROAD LEADING N
 BC2279'ABOUT 200 FT PAST A PLANK BRIDGE.  FOLLOW THIS ROAD N 0.8 MI. TO THE
 BC2279'STATION AT ROAD INTERSECTION.  THE MARK IS IN THE SE ANGLE OF THE
 BC2279'ROAD INTERSECTION, 56.9 FT S BY E OF A 15 IN BLAZED PINE TREE, 44.5
 BC2279'FT NE BY E OF A 15 IN BLAZED PINE TREE, 17 FT E OF THE CENTER LINE OF
 BC2279'THE N-S ROAD AND PROJECTS 6 IN ABOVE THE GROUND.
 BC2279'
 BC2279'R.M. 1 IS NW OF THE STATION, 10 FT N OF THE EW ROAD, 56 FT W OF THE
 BC2279'NORTHERLY BLAZED PINE TREE AND PROJECTS 7 IN ABOVE THE GROUND.
 BC2279'
 BC2279'R.M. 2 IS E OF THE STATION AND PROJECTS 6 IN ABOVE THE GROUND.
 BC2279'
 BC2279'THE AZ. MK. IS ABOUT 0.2 MI. S OF THE STATION, 12 FT W OF THE CENTER
 BC2279'LINE OF THE ROAD AND PROJECTS 4 IN ABOVE THE GROUND.
 BC2279'
 BC2279'A 126 FT TOWER WAS ERECTED.
 BC2279
 BC2279                          STATION RECOVERY (1933)
 BC2279
 BC2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2279'STATION RECOVERED IN GOOD
 BC2279'CONDITION.  THE DIRECTIONS FOR FINDING THE STATION ARE VERY
 BC2279'CONFUSING AT ONE OR TWO PLACES.  THE FOLLOWING DIRECTIONS SHOULD BE
 BC2279'EASIER FOLLOWED.  ZERO SPEEDOMETER AT GULF FILLING STATION 1.6 MI.
 BC2279'N OF KINGSLAND ON RT. 17 AND TURN AS INDICATED, KEEPING THE MAIN
 BC2279'TRAVELLED ROAD AT ALL OTHER INTERSECTIONS-- GO E 0.8 MI. AND KEEP
 BC2279'STRAIGHT AHEAD WHERE MAIN ROAD TURNS N.  KEEP MAIN ROAD AT 1.1.  TURN
 BC2279'LEFT AT 5.3.  INTERSECT MAIN ROAD AND CONTINUE LEFT AT 6.0.  STRAIGHT
 BC2279'AHEAD AT X-RDS AT 7.7. STRAIGHT AHEAD AT X-RDS AT 7.9 WHERE MAIN ROAD
 BC2279'TURNS LEFT. TURN LEFT INTO DIM WOODS ROAD AT 8.6 ABOUT 500 FT PAST A
 BC2279'SMALL PLANK BRIDGE.  STATION AT X-RDS AT 9.4.  THIS WOODS ROAD IS
 BC2279'SOFT IN WET WEATHER AND CHAINS MAY BE NECESSARY.  THE ABOVE
 BC2279'MILEAGES ARE SPEEDOMETER READINGS FROM RT. 17 AS ZERO.
 BC2279
 BC2279                          STATION RECOVERY (1962)
 BC2279
 BC2279'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 BC2279'RECOVERED BY RAYONIER INC.
 BC2279'
 BC2279'ALL MARKS WERE FOUND IN EXCELLENT CONDITION.  THE STATION IS INSIDE
 BC2279'OF KINGS BAY MILITARY RESERVATION.
 BC2279'
 BC2279'TO REACH STATION COMMENCE AT INTERSECTION OF FIRE LANE ROAD KNOWN
 BC2279'AS SWANEE TRAIL WITH SATILLA TRAIL, THENCE ON MAG.  BEARING S30 DEG
 BC2279'W, 6.06 CHAINS, ALONG CENTER LINE OF SWANEE TRAIL, THENCE N 78 DEG
 BC2279'W, 7.24 CHAINS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0788 ***********************************************************************
 DG0788  DESIGNATION -  BJ
 DG0788  PID         -  DG0788
 DG0788  STATE/COUNTY-  GA/LAMAR
 DG0788  USGS QUAD   -  JOHNSTONVILLE (1973)
 DG0788
 DG0788                         *CURRENT SURVEY CONTROL
 DG0788  ___________________________________________________________________
 DG0788* NAD 83(1986)-  33 03 43.     (N)    084 06 38.     (W)     SCALED    
 DG0788* NAVD 88     -       252.969  (meters)     829.95   (feet)  ADJUSTED  
 DG0788  ___________________________________________________________________
 DG0788  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DG0788  DYNAMIC HT  -         252.685 (meters)     829.02  (feet)  COMP
 DG0788  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 DG0788
 DG0788  VERT ORDER  -  SECOND    CLASS 0
 DG0788
 DG0788.The horizontal coordinates were scaled from a topographic map and have
 DG0788.an estimated accuracy of +/- 6 seconds.
 DG0788
 DG0788.The orthometric height was determined by differential leveling
 DG0788.and adjusted by the National Geodetic Survey in June 1991..
 DG0788
 DG0788.The geoid height was determined by GEOID03.
 DG0788
 DG0788.The dynamic height is computed by dividing the NAVD 88
 DG0788.geopotential number by the normal gravity value computed on the
 DG0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0788.degrees latitude (g = 980.6199 gals.).
 DG0788
 DG0788.The modeled gravity was interpolated from observed gravity values.
 DG0788
 DG0788;                    North         East    Units  Estimated Accuracy
 DG0788;SPC GA W     -   339,470.      705,240.      MT  (+/- 180 meters Scaled)
 DG0788
 DG0788                          SUPERSEDED SURVEY CONTROL
 DG0788
 DG0788  NGVD 29 (??/??/92)  253.023  (m)          830.13   (f) ADJ UNCH    2 0
 DG0788
 DG0788.Superseded values are not recommended for survey control.
 DG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0788.See file dsdata.txt to determine how the superseded data were derived.
 DG0788
 DG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB697618(NAD 83)
 DG0788_MARKER: N = NAIL
 DG0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0788_SP_SET: TREE
 DG0788_STAMPING: BJ
 DG0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0788
 DG0788  HISTORY     - Date     Condition        Report By
 DG0788  HISTORY     - UNK      MONUMENTED       CGS
 DG0788  HISTORY     - 1958     GOOD             NGS
 DG0788
 DG0788                          STATION DESCRIPTION
 DG0788
 DG0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0788'3.1 MI NE FROM BARNESVILLE.
 DG0788'SET IN THE TOP OF THE NORTHEAST ROOT OF A 28-INCH OAK TREE,
 DG0788'46 1/2 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, 37.5 FEET
 DG0788'SOUTH-SOUTHWEST OF BENCH MARK P 232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0781 ***********************************************************************
 DG0781  DESIGNATION -  BK
 DG0781  PID         -  DG0781
 DG0781  STATE/COUNTY-  GA/LAMAR
 DG0781  USGS QUAD   -  JOHNSTONVILLE (1973)
 DG0781
 DG0781                         *CURRENT SURVEY CONTROL
 DG0781  ___________________________________________________________________
 DG0781* NAD 83(1986)-  33 03 21.     (N)    084 03 15.     (W)     SCALED    
 DG0781* NAVD 88     -       233.213  (meters)     765.13   (feet)  ADJUSTED  
 DG0781  ___________________________________________________________________
 DG0781  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DG0781  DYNAMIC HT  -         232.953 (meters)     764.28  (feet)  COMP
 DG0781  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 DG0781
 DG0781  VERT ORDER  -  SECOND    CLASS 0
 DG0781
 DG0781.The horizontal coordinates were scaled from a topographic map and have
 DG0781.an estimated accuracy of +/- 6 seconds.
 DG0781
 DG0781.The orthometric height was determined by differential leveling
 DG0781.and adjusted by the National Geodetic Survey in June 1991..
 DG0781
 DG0781.The geoid height was determined by GEOID03.
 DG0781
 DG0781.The dynamic height is computed by dividing the NAVD 88
 DG0781.geopotential number by the normal gravity value computed on the
 DG0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0781.degrees latitude (g = 980.6199 gals.).
 DG0781
 DG0781.The modeled gravity was interpolated from observed gravity values.
 DG0781
 DG0781;                    North         East    Units  Estimated Accuracy
 DG0781;SPC GA W     -   338,800.      710,510.      MT  (+/- 180 meters Scaled)
 DG0781
 DG0781                          SUPERSEDED SURVEY CONTROL
 DG0781
 DG0781  NGVD 29 (??/??/92)  233.279  (m)          765.35   (f) ADJ UNCH    2 0
 DG0781
 DG0781.Superseded values are not recommended for survey control.
 DG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0781.See file dsdata.txt to determine how the superseded data were derived.
 DG0781
 DG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB750613(NAD 83)
 DG0781_MARKER: N = NAIL
 DG0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0781_SP_SET: TREE
 DG0781_STAMPING: BK
 DG0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0781
 DG0781  HISTORY     - Date     Condition        Report By
 DG0781  HISTORY     - UNK      MONUMENTED       CGS
 DG0781  HISTORY     - 1958     GOOD             NGS
 DG0781
 DG0781                          STATION DESCRIPTION
 DG0781
 DG0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0781'7.7 MI E FROM BARNESVILLE.
 DG0781'IN TOP OF THE NORTHEAST ROOT OF A 40-INCH OAK TREE, 31 FEET
 DG0781'SOUTHWEST OF BENCH MARK U 232, 55.4 FEET SOUTH OF THE SOUTH
 DG0781'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0324 ***********************************************************************
 DG0324  DESIGNATION -  BLACK
 DG0324  PID         -  DG0324
 DG0324  STATE/COUNTY-  GA/FULTON
 DG0324  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0324
 DG0324                         *CURRENT SURVEY CONTROL
 DG0324  ___________________________________________________________________
 DG0324* NAD 83(1986)-  33 46 26.     (N)    084 23 44.     (W)     SCALED    
 DG0324* NAVD 88     -       299.188  (meters)     981.59   (feet)  ADJUSTED  
 DG0324  ___________________________________________________________________
 DG0324  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG0324  DYNAMIC HT  -         298.854 (meters)     980.49  (feet)  COMP
 DG0324  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 DG0324
 DG0324  VERT ORDER  -  FIRST     CLASS II
 DG0324
 DG0324.The horizontal coordinates were scaled from a topographic map and have
 DG0324.an estimated accuracy of +/- 6 seconds.
 DG0324
 DG0324.The orthometric height was determined by differential leveling
 DG0324.and adjusted by the National Geodetic Survey in June 1991..
 DG0324.WARNING-Repeat measurements at this control monument indicate possible
 DG0324.vertical movement.
 DG0324
 DG0324.The geoid height was determined by GEOID03.
 DG0324
 DG0324.The dynamic height is computed by dividing the NAVD 88
 DG0324.geopotential number by the normal gravity value computed on the
 DG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0324.degrees latitude (g = 980.6199 gals.).
 DG0324
 DG0324.The modeled gravity was interpolated from observed gravity values.
 DG0324
 DG0324;                    North         East    Units  Estimated Accuracy
 DG0324;SPC GA W     -   418,450.      678,800.      MT  (+/- 180 meters Scaled)
 DG0324
 DG0324                          SUPERSEDED SURVEY CONTROL
 DG0324
 DG0324  NGVD 29 (12/12/91)  299.108  (m)          981.32   (f) ADJUSTED    1 2
 DG0324
 DG0324.Superseded values are not recommended for survey control.
 DG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0324.See file dsdata.txt to determine how the superseded data were derived.
 DG0324
 DG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC411401(NAD 83)
 DG0324_MARKER: Z = SEE DESCRIPTION
 DG0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0324_SP_SET: STEPS
 DG0324_STAMPING: BLACK 1933 981.350
 DG0324_MARK LOGO: CGS   
 DG0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0324
 DG0324  HISTORY     - Date     Condition        Report By
 DG0324  HISTORY     - 1933     MONUMENTED       CGS
 DG0324  HISTORY     - 1953     GOOD             NGS
 DG0324  HISTORY     - 1982     GOOD             NGS
 DG0324
 DG0324                          STATION DESCRIPTION
 DG0324
 DG0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0324'AT ATLANTA.
 DG0324'AT ATLANTA, FULTON COUNTY, AT THE GEORGIA INSITUTE OF TECHNOLOGY,
 DG0324'50 FEET EAST OF THE CENTERLINE OF CHERRY STREET NORTHWEST, AT THE
 DG0324'WEST ENTRANCE TO THE PHYSICS BUILDING, IN THE NORTH END OF THE
 DG0324'TOP STEP.
 DG0324
 DG0324                          STATION RECOVERY (1982)
 DG0324
 DG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DG0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1406 ***********************************************************************
 ED1406  DESIGNATION -  BLACK
 ED1406  PID         -  ED1406
 ED1406  STATE/COUNTY-  GA/STEPHENS
 ED1406  USGS QUAD   -  TUGALOO LAKE (1972)
 ED1406
 ED1406                         *CURRENT SURVEY CONTROL
 ED1406  ___________________________________________________________________
 ED1406* NAD 83(1994)-  34 39 32.82826(N)    083 20 15.47727(W)     ADJUSTED  
 ED1406* NAVD 88     -       469.0    (meters)    1539.     (feet)  GPS OBS   
 ED1406  ___________________________________________________________________
 ED1406  X           -     609,373.355 (meters)                     COMP
 ED1406  Y           -  -5,216,917.089 (meters)                     COMP
 ED1406  Z           -   3,607,074.645 (meters)                     COMP
 ED1406  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 ED1406  ELLIP HEIGHT-         438.76  (meters)          (09/03/97) GPS OBS
 ED1406  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 ED1406
 ED1406  HORZ ORDER  -  FIRST
 ED1406  ELLP ORDER  -  FOURTH    CLASS II
 ED1406
 ED1406.The horizontal coordinates were established by classical geodetic methods
 ED1406.and adjusted by the National Geodetic Survey in September 1997..
 ED1406
 ED1406.The orthometric height was determined by GPS observations and a
 ED1406.high-resolution geoid model.
 ED1406
 ED1406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1406
 ED1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1406
 ED1406.The ellipsoidal height was determined by GPS observations
 ED1406.and is referenced to NAD 83.
 ED1406
 ED1406.The geoid height was determined by GEOID03.
 ED1406
 ED1406;                    North         East     Units Scale Factor Converg.
 ED1406;SPC GA E     -   517,235.126    92,671.327   MT  1.00004194   -0 39 57.5
 ED1406;SPC GA E     - 1,696,962.24    304,039.18   sFT  1.00004194   -0 39 57.5
 ED1406;SPC GA W     -   516,924.008   775,986.865   MT  0.99997114   +0 28 17.4
 ED1406;SPC GA W     - 1,695,941.52  2,545,883.57   sFT  0.99997114   +0 28 17.4
 ED1406;SPC SC       -   315,803.331   395,351.140   MT  0.99994274   -1 17 45.5
 ED1406;SPC SC       - 1,036,100.17  1,297,083.79   iFT  0.99994274   -1 17 45.5
 ED1406;UTM  17      - 3,837,727.674   285,785.150   MT  1.00016563   -1 19 47.6
 ED1406
 ED1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1406!SPC GA E     -   0.99993113  x   1.00004194  =   0.99997307
 ED1406!SPC GA W     -   0.99993113  x   0.99997114  =   0.99990227
 ED1406!SPC SC       -   0.99993113  x   0.99994274  =   0.99987388
 ED1406!UTM  17      -   0.99993113  x   1.00016563  =   1.00009675
 ED1406
 ED1406:                Primary Azimuth Mark                     Grid Az
 ED1406:SPC GA E     -  SUMTER                                   030 03 58.9
 ED1406:SPC GA W     -  SUMTER                                   028 55 44.0
 ED1406:SPC SC       -  SUMTER                                   030 41 46.9
 ED1406:UTM  17      -  SUMTER                                   030 43 49.0
 ED1406
 ED1406|---------------------------------------------------------------------|
 ED1406| PID    Reference Object                     Distance      Geod. Az  |
 ED1406|                                                           dddmmss.s |
 ED1406| ED1374 SUMTER                              APPROX.18.6 KM 0292401.4 |
 ED1406| ED1405 VORTAC TOCCOA TOC                   APPROX. 5.5 KM 0415723.0 |
 ED1406| ED2787 BLACK RM 3                                         11121     |
 ED1406| ED2785 BLACK RM 1                           11.764 METERS 12119     |
 ED1406| ED1413 TOCCOA RAD STA WLET                 APPROX. 7.8 KM 1674848.2 |
 ED1406| ED1417 TOCCOA FALLS RD MUN TANK            APPROX. 8.4 KM 1773833.7 |
 ED1406| ED1416 TOCCOA TROGDON FURNITURE TANK       APPROX.10.3 KM 1775626.2 |
 ED1406| ED2786 BLACK RM 2                           22.091 METERS 21057     |
 ED1406|---------------------------------------------------------------------|
 ED1406
 ED1406                          SUPERSEDED SURVEY CONTROL
 ED1406
 ED1406  NAD 83(1986)-  34 39 32.83618(N)    083 20 15.47862(W) AD(       ) 1
 ED1406  NAD 27      -  34 39 32.49095(N)    083 20 15.88603(W) AD(       ) 1
 ED1406  NGVD 29 (07/19/86)  467.8    (m)         1535.     (f) VERT ANG       
 ED1406
 ED1406.Superseded values are not recommended for survey control.
 ED1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1406.See file dsdata.txt to determine how the superseded data were derived.
 ED1406
 ED1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8578537728(NAD 83)
 ED1406_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1406_SP_SET: CONCRETE POST
 ED1406_STAMPING: BLACK 1975
 ED1406_MARK LOGO: NGS   
 ED1406_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1406+STABILITY: SURFACE MOTION
 ED1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1406+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 ED1406
 ED1406  HISTORY     - Date     Condition        Report By
 ED1406  HISTORY     - 1975     MONUMENTED       NGS
 ED1406  HISTORY     - 1975     GOOD             NGS
 ED1406  HISTORY     - 1979     GOOD             NGS
 ED1406  HISTORY     - 19921101 GOOD             NGS
 ED1406  HISTORY     - 20060703 GOOD             GEOCAC
 ED1406
 ED1406                          STATION DESCRIPTION
 ED1406
 ED1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1406'THE STATION IS LOCATED ABOUT 6.25 MILES SOUTHEAST OF TALLULAH FALLS,
 ED1406'5.5 MILES NORTH OF TOCCOA, 1.5 MILES SOUTHWEST OF THE GEORGIA-SOUTH
 ED1406'CAROLINA STATE LINE.  IT IS ON NATIONAL FOREST LAND.
 ED1406'
 ED1406'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED1406'STATE HIGHWAYS 106, 184, AND 17 IN DOWNTOWN TOCCOA, GO NORTH AND
 ED1406'NORTHWEST ON STATE HIGHWAY 17 FOR 2.85 MILES TO A PAVED SIDE ROAD
 ED1406'RIGHT.  TURN RIGHT ON BLACK MOUNTAIN ROAD AND GO NORTH FOR 1.90
 ED1406'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON
 ED1406'BLACK MOUNTAIN ROAD FOR 0.5 MILE TO THE END OF PAVEMENT.
 ED1406'CONTINUE NORTHEASTERLY ON GRAVEL ROAD FOR 0.75 MILE TO A FORK.
 ED1406'TAKE THE RIGHT FORK AND CONTINUE NORTHEASTERLY ON MAIN ROAD
 ED1406'FOR 2.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 ED1406'SOUTHEASTERLY ON MAIN ROAD FOR 0.35 MILE TO LOOP DRIVE AND
 ED1406'STATION IN CENTER.
 ED1406'
 ED1406'STATION MARKS ARE STANDARD DISKS STAMPED BLACK 1975.  THE
 ED1406'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1406'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 ED1406'NORTH-NORTHEAST OF THE CENTER OF LOOP DRIVE, 40 FEET SOUTH OF THE
 ED1406'CENTER OF THE LOOP DRIVE, 20 FEET WEST OF NORTHWEST 1 OF 4
 ED1406'LOOKOUT TOWER ABUTMENTS.  THE UNDERGROUND DISK IS SET IN AN
 ED1406'IRREGULAR MASS OF CONCRETE, 42 INCHES BELOW THE GROUND SURFACE.
 ED1406'
 ED1406'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK NO 1 1975, IS
 ED1406'CEMENTED IN DRILL HOLE IN NORTHWEST CORNER OF THE SOUTHEAST 1 OF 4
 ED1406'CONCRETE ABUTMENTS OF OLD LOOKOUT TOWER WHICH PROJECTS 8 INCHES
 ED1406'ABOVE THE GROUND SURFACE.
 ED1406'
 ED1406'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK NO 2 1975, IS SET
 ED1406'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 ED1406'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET SOUTH-SOUTHWEST
 ED1406'OF THE CENTER OF THE LOOP DRIVE, 2 FEET SOUTHEAST OF A METAL
 ED1406'WITNESS POST.
 ED1406'
 ED1406'NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 ED1406'
 ED1406'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 ED1406
 ED1406                          STATION RECOVERY (1975)
 ED1406
 ED1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ED1406'RECOVERED IN GOOD CONDITION.
 ED1406
 ED1406                          STATION RECOVERY (1979)
 ED1406
 ED1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 ED1406'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 ED1406'CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE STEM IN PLACE
 ED1406'AND THE DISK MISSING.  REFERENCE MARK 3 WAS ESTABLISHED IN THE
 ED1406'SAME DRILL HOLE THAT REFERENCE MARK 1 WAS IN.  THE
 ED1406'DIRECTION TO REFERENCE MARK 2 CHECKED ADEQUATE, HOWEVER, THE
 ED1406'DISTANCE WAS NOTED AND VERIFIED TO BE 0.035 METER
 ED1406'LONGER THAN THE 1975 OBSERVATIONS.
 ED1406'DUE TO CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 ED1406'
 ED1406'THE STATION IS LOCATED ABOUT 6-1/4 MILES SOUTHEAST OF TALLULAH
 ED1406'FALLS, 5-1/2 MILES NORTH OF TOCCOA, 1-1/2 MILES SOUTHWEST OF THE
 ED1406'SOUTH CAROLINA STATE LINE AND ON NATIONAL FOREST LAND.
 ED1406'
 ED1406'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123
 ED1406'AND STATE HIGHWAYS 17, 106, AND 184 IN DOWNTOWN TOCCOA, GO
 ED1406'NORTH AND NORTHWEST ON STATE HIGHWAY 17 FOR 2.85 MILES TO A
 ED1406'PAVED SIDE ROAD RIGHT.  TURN RIGHT ON BLACK MOUNTAIN ROAD
 ED1406'AND GO NORTH FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 ED1406'FOR 0.7 MILE TO THE END OF THE PAVEMENT.  CONTINUE AHEAD ON THE
 ED1406'GRAVELED ROAD, NOW NORTHEASTERLY, FOR 0.75 MILE TO A FORK.
 ED1406'TAKE THE RIGHT FORK AND GO NORTHEASTERLY AND EASTERLY ON THE GRAVELED
 ED1406'ROAD FOR 2.4 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 ED1406'ON THE MAIN ROAD FOR 0.35 MILE TO A LOOP DRIVE AND THE STATION
 ED1406'INSIDE THE LOOP.
 ED1406'
 ED1406'THE STATION IS A STANDARD NGS DISK
 ED1406'STAMPED---BLACK 1975---,
 ED1406'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1406'FLUSH WITH GROUND.  IT IS LOCATED
 ED1406'61.0 FEET WEST FROM A 36-INCH OAK TREE,
 ED1406'51.5 FEET NORTH FROM THE CENTER OF A GRADED ROAD,
 ED1406'36.5 FEET SOUTH FROM THE CENTER OF A GRADED ROAD, AND
 ED1406'32.5 FEET WEST-NORTHWEST FROM A 2 BY 4-FOOT CONCRETE SLAB FOR
 ED1406'A LOOKOUT TOWER.
 ED1406'
 ED1406'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 ED1406'STAMPED---BLACK NO 2 1975---,
 ED1406'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 ED1406'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 ED1406'22.5 FEET SOUTH FROM THE CENTER OF THE GRADED ROAD.
 ED1406'MARK IS BELOW STATION 1.8 METERS.
 ED1406'
 ED1406'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 ED1406'STAMPED---BLACK 1975 NO 3 1979---,
 ED1406'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 ED1406'SOUTHEAST ONE OF FOUR CONCRETE FOOTINGS FOR AN OLD
 ED1406'LOOKOUT TOWER AND PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS LOCATED
 ED1406'24.5 FEET WEST-SOUTHWEST FROM THE 36-INCH OAK TREE AND
 ED1406'6.3 FEET SOUTHEAST FROM THE 2 BY 4-FOOT CONCRETE PAD FOR THE
 ED1406'OLD LOOKOUT TOWER.
 ED1406'MARK IS LEVEL WITH STATION.
 ED1406'
 ED1406'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1406'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 ED1406
 ED1406                          STATION RECOVERY (1992)
 ED1406
 ED1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ED1406'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTH OF TOCOAA, GEORGIA.
 ED1406'OWNERSHIP--UNITED STATES DEPARTMENT OF FORESTRY, CHATTAHOOCHEE RANGER
 ED1406'DISTRICT, PHONE 706-754-6221, ATTENTION-CINDY BRADY.
 ED1406'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 ALTERNATE
 ED1406'(BROAD STREET) AND 184 (TUGULO STREET) IN DOWNTOWN TOCCOA, GEORGIA,
 ED1406'GO NORTH ON HIGHWAY 17 ALTERNATE FOR 2.65 MILES (4.26 KM) TO THE
 ED1406'JUNCTION OF STATE ROAD 171 (BLACK MOUNTAIN ROAD), TURN RIGHT ON ROAD
 ED1406'171 FOR 0.35 MILE (0.56 KM) TO A Y-JUNCTION, BEAR LEFT ON THE MAIN
 ED1406'ROAD FOR 1.35 MILE (2.17 KM) TO A Y-JUNCTION, BEAR RIGHT ON THE ROAD
 ED1406'FOR 1.55 MILES (2.49 KM) TO THE END OF PAVEMENT, CONTINUE AHEAD ON A
 ED1406'GRAVEL AND DIRT ROAD FOR 2.25 MILES (3.62 KM) TO A ROAD RIGHT WITH
 ED1406'GRAVEL AND DIRT BARRIERS AND THE END OF TRUCK TRAVEL, CONTINUE AHEAD
 ED1406'BY FOOT ON THE ROAD RIGHT FOR 0.35 MILE (0.56 KM) TO AN UNUSED CIRCLE
 ED1406'DRIVE AND THE STATION NEAR THE ABANDONED FOOTINGS OF A FIRE TOWER.
 ED1406'STATION IS A CONCRETE POST FLUSH WITH GROUND, 71.8 FEET (21.9 M)
 ED1406'NORTHEAST OF REFERENCE MARK BLACK RM 2, 19.6 FEET (6.0 M) WEST OF THE
 ED1406'NORTHWEST CORNER OF THE NORTHWEST ONE OF FOUR ABANDONED FOOTINGS OF
 ED1406'THE LOOKOUT TOWER, 23.8 FEET (7.3 M) NORTHWEST OF THE NORTHWEST
 ED1406'CORNER OF THE SOUTHWEST ONE OF FOUR ABANDONED FOOTINGS OF THE LOOKOUT
 ED1406'TOWER, 11.6 FEET (3.5 M) SOUTH SOUTHWEST OF A 1.0-FOOT MAPLE TREE,
 ED1406'1.8 FEET (0.5 M) EAST SOUTHEAST OF A WITNESS POST.
 ED1406'NOTE-POSSIBLE ACCESS TO STATION WITH 4-WHEEL DRIVE.
 ED1406
 ED1406                          STATION RECOVERY (2006)
 ED1406
 ED1406'RECOVERY NOTE BY GEOCACHING 2006 (CMH)
 ED1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2399 ***********************************************************************
 CL2399  DESIGNATION -  BLACK
 CL2399  PID         -  CL2399
 CL2399  STATE/COUNTY-  GA/LAURENS
 CL2399  USGS QUAD   -  DUDLEY (1974)
 CL2399
 CL2399                         *CURRENT SURVEY CONTROL
 CL2399  ___________________________________________________________________
 CL2399* NAD 83(1994)-  32 31 37.02067(N)    083 03 12.86152(W)     ADJUSTED  
 CL2399* NAVD 88     -        90.09   (+/-2cm)     295.6    (feet)  VERTCON   
 CL2399  ___________________________________________________________________
 CL2399  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CL2399  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CL2399
 CL2399  HORZ ORDER  -  FIRST
 CL2399  VERT ORDER  -  ? (See Below)
 CL2399
 CL2399.The horizontal coordinates were established by classical geodetic methods
 CL2399.and adjusted by the National Geodetic Survey in September 1997..
 CL2399
 CL2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2399.The vertical order pertains to the NGVD 29 superseded value.
 CL2399
 CL2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2399
 CL2399.The geoid height was determined by GEOID03.
 CL2399
 CL2399;                    North         East     Units Scale Factor Converg.
 CL2399;SPC GA E     -   280,492.030   116,683.233   MT  0.99998557   -0 28 36.9
 CL2399;SPC GA E     -   920,247.60    382,818.24   sFT  0.99998557   -0 28 36.9
 CL2399;SPC GA W     -   280,691.467   804,566.101   MT  1.00003479   +0 35 54.8
 CL2399;SPC GA W     -   920,901.92  2,639,647.28   sFT  1.00003479   +0 35 54.8
 CL2399;UTM  17      - 3,600,705.562   307,129.092   MT  1.00005873   -1 06 16.3
 CL2399
 CL2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2399!SPC GA E     -   0.99999025  x   0.99998557  =   0.99997582
 CL2399!SPC GA W     -   0.99999025  x   1.00003479  =   1.00002504
 CL2399!UTM  17      -   0.99999025  x   1.00005873  =   1.00004898
 CL2399
 CL2399|---------------------------------------------------------------------|
 CL2399| PID    Reference Object                     Distance      Geod. Az  |
 CL2399|                                                           dddmmss.s |
 CL2399| CL3001 BLACK RM                                           04215     |
 CL2399| CL0590 WARE=L 44                           APPROX. 0.7 KM 2981032.8 |
 CL2399|---------------------------------------------------------------------|
 CL2399
 CL2399                          SUPERSEDED SURVEY CONTROL
 CL2399
 CL2399  NAD 83(1986)-  32 31 37.02969(N)    083 03 12.86230(W) AD(       ) 1
 CL2399  NAD 27      -  32 31 36.42200(N)    083 03 13.33100(W) AD(       ) 1
 CL2399  NGVD 29 (??/??/92)   90.243  (m)          296.07   (f) ADJ UNCH    ?  
 CL2399
 CL2399.Superseded values are not recommended for survey control.
 CL2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2399.See file dsdata.txt to determine how the superseded data were derived.
 CL2399
 CL2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0712900706(NAD 83)
 CL2399_MARKER: DS = TRIANGULATION STATION DISK
 CL2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2399
 CL2399  HISTORY     - Date     Condition        Report By
 CL2399  HISTORY     - 1918     MONUMENTED       CGS
 CL2399  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL2399  HISTORY     - 1949     GOOD             CGS
 CL2399  HISTORY     - 1960     GOOD             CGS
 CL2399  HISTORY     - 1962     GOOD             CGS
 CL2399
 CL2399                          STATION DESCRIPTION
 CL2399
 CL2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL2399'ABOUT 2 MILES EAST OF DUDLEY, ON MACON, DUBLIN AND SAVANNAH
 CL2399'RAILWAY, AT THE INTERSECTION OF THE TANGENTS OF THE NORTH
 CL2399'RAIL, 28-1/2 FEET EAST OF TELEGRAPH POLE, 8.347 METERS (27.39
 CL2399'FEET) NORTH OF NORTH RAIL, ON EDGE OF FIELD.  REFERENCE
 CL2399'MARK = M-44 IS BACK IN FIELD, 9.027 METERS (29.62
 CL2399'FEET) FROM STATION IN GRID AZIMUTH 319 DEG 00 MIN.  IN 1934
 CL2399'UNABLE TO LOCATE STATION AND REFERENCE MARKS.
 CL2399
 CL2399                          STATION RECOVERY (1949)
 CL2399
 CL2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL2399'STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 CL2399'EXCEPT THAT IT IS 0.6 MILE NEARER DUDLEY THAN DESCRIBED.  THE
 CL2399'LOWER TWO-THIRDS OF THE REFERENCE MARK MONUMENT WAS RECOVERED
 CL2399'AT THE GIVEN DISTANCE (29.6 FEET) FROM THE STATION, BUT IN
 CL2399'GRID AZIMUTH 219 DEG INSTEAD OF 319 DEG.  THE MIDDLE ONE-THIRD
 CL2399'OF THIS MONUMENT WAS REMOVED BECAUSE OF ITS DANGER TO FARM
 CL2399'CULTIVATING MACHINERY.
 CL2399'
 CL2399'STATION IS ABOUT 1.4 MILES ESE ALONG THE MACON, DUBLIN AND
 CL2399'SAVANNAH RAILROAD FROM THE RAILROAD DEPOT AT DUDLEY, AT THE
 CL2399'INTERSECTION OF THE PROJECTED LINES OF THE N RAIL IN THE
 CL2399'TANGENTS NW AND SE OF THE STATION, 27.5 FEET NE OF THE N RAIL,
 CL2399'27 FEET SE OF CREOSOTED TELEPHONE POLE 1411, AND 2.5 FEET
 CL2399'LOWER THAN THE TOP OF THE RAIL.
 CL2399'
 CL2399'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  THE
 CL2399'SURFACE MARK IS ABOUT 3 INCHES UNDERGROUND AND THE DISK IS
 CL2399'STAMPED BLACK N 44 1918 ELEV 296.
 CL2399
 CL2399                          STATION RECOVERY (1960)
 CL2399
 CL2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 CL2399'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CL2399
 CL2399                          STATION RECOVERY (1962)
 CL2399
 CL2399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL2399'ELEV 296. N 44 BLACK 1918--ABOUT 1.4 MILES SOUTHEAST ALONG
 CL2399'THE SEABOARD AIR LINE RAILROAD FROM THE STATION AT DUDLEY,
 CL2399'0.15 MILE NORTHWEST OF MILEPOST 44, 0.4 MILE SOUTHEAST OF A
 CL2399'GRADED ROAD CROSSING, AT THE OUTSIDE OF A CURVE, 27.4 FEET
 CL2399'NORTHEAST OF THE NORTHEAST RAIL, 27 FEET SOUTH OF TELEGRAPH
 CL2399'POLE 1411, 2-1/2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 CL2399'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 CL2399'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2574 ***********************************************************************
 BD2574  DESIGNATION -  BLACK JACK
 BD2574  PID         -  BD2574
 BD2574  STATE/COUNTY-  GA/WARE
 BD2574  USGS QUAD   -  BLACKJACK ISLAND (1994)
 BD2574
 BD2574                         *CURRENT SURVEY CONTROL
 BD2574  ___________________________________________________________________
 BD2574* NAD 83(1994)-  30 39 32.16535(N)    082 20 35.74038(W)     ADJUSTED  
 BD2574* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 BD2574  ___________________________________________________________________
 BD2574  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BD2574  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BD2574
 BD2574  HORZ ORDER  -  THIRD
 BD2574
 BD2574.The horizontal coordinates were established by classical geodetic methods
 BD2574.and adjusted by the National Geodetic Survey in September 1997..
 BD2574
 BD2574.The orthometric height was scaled from a topographic map.
 BD2574
 BD2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2574
 BD2574.The geoid height was determined by GEOID03.
 BD2574
 BD2574;                    North         East     Units Scale Factor Converg.
 BD2574;SPC GA E     -    73,054.204   183,076.420   MT  0.99990353   -0 05 24.2
 BD2574;SPC GA E     -   239,678.67    600,643.22   sFT  0.99990353   -0 05 24.2
 BD2574;SPC FL E     -   701,681.131    71,260.384   MT  1.00014556   -0 41 06.2
 BD2574;SPC FL E     - 2,302,098.84    233,793.44   sFT  1.00014556   -0 41 06.2
 BD2574;UTM  17      - 3,392,573.702   371,304.310   MT  0.99980432   -0 41 06.2
 BD2574
 BD2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2574!SPC GA E     -   0.99999835  x   0.99990353  =   0.99990188
 BD2574!SPC FL E     -   0.99999835  x   1.00014556  =   1.00014391
 BD2574!UTM  17      -   0.99999835  x   0.99980432  =   0.99980267
 BD2574
 BD2574|---------------------------------------------------------------------|
 BD2574| PID    Reference Object                     Distance      Geod. Az  |
 BD2574|                                                           dddmmss.s |
 BD2574| CW4653 BLACK JACK RM 1                      23.600 METERS 16737     |
 BD2574| BD2579 GATOR                               APPROX. 9.8 KM 2362842.1 |
 BD2574| CW4654 BLACK JACK RM 2                      30.600 METERS 24941     |
 BD2574|---------------------------------------------------------------------|
 BD2574
 BD2574                          SUPERSEDED SURVEY CONTROL
 BD2574
 BD2574  NAD 83(1994)-  30 39 32.17769(N)    082 20 35.74578(W) AD(       ) 3
 BD2574  NAD 83(1986)-  30 39 32.18116(N)    082 20 35.74786(W) AD(       ) 3
 BD2574  NAD 27      -  30 39 31.37937(N)    082 20 36.28932(W) AD(       ) 3
 BD2574
 BD2574.Superseded values are not recommended for survey control.
 BD2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2574.See file dsdata.txt to determine how the superseded data were derived.
 BD2574
 BD2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7130492574(NAD 83)
 BD2574_MARKER: DD = SURVEY DISK
 BD2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2574
 BD2574  HISTORY     - Date     Condition        Report By
 BD2574  HISTORY     - 1963     MONUMENTED       USGS
 BD2574
 BD2574                          STATION DESCRIPTION
 BD2574
 BD2574'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BD2574'TO REACH STATION BLACK JACK, PROCEED VIA AIRCRAFT TO THE W. END
 BD2574'OF BLACK JACK ISLAND, OKEFENOKEE SWAMP, GEORGIA.  STATION IS LOCATED
 BD2574'IN A CLEARING APPROXIMATELY 400 METERS IN DIAMETER SURROUNDED ON
 BD2574'THREE SIDES BY PINE FOREST.  STATION IS MARKED BY A WHITE WITNESS POST
 BD2574'VEGETATION IN CLEARING WAS 2 FT HIGH PALMETTO.
 BD2574'
 BD2574'STATION IS MARKED BY STANDARD USGS DISK SET IN 9 BY 9-IN. CONCRETE
 BD2574'POST PROJECTING 2 INCHES, STAMPED---BLACK JACK 30 ENGR BN 1963---.
 BD2574'
 BD2574'INSTRUMENT STAND WAS 31 METERS ABOVE STATION.
 BD2574'
 BD2574'AZIMUTH MARK, IS 2.5 METERS
 BD2574'S 50 DEG E. TO LONE BLAZED PINE. MARKED BY WHITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3579 ***********************************************************************
 DG3579  DESIGNATION -  BLACK JACK 2
 DG3579  PID         -  DG3579
 DG3579  STATE/COUNTY-  GA/CARROLL
 DG3579  USGS QUAD   -  GRAHAM (1969)
 DG3579
 DG3579                         *CURRENT SURVEY CONTROL
 DG3579  ___________________________________________________________________
 DG3579* NAD 83(1994)-  33 26 11.78551(N)    085 15 57.33000(W)     ADJUSTED  
 DG3579* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 DG3579  ___________________________________________________________________
 DG3579  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG3579  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3579
 DG3579  HORZ ORDER  -  FIRST
 DG3579
 DG3579.The horizontal coordinates were established by classical geodetic methods
 DG3579.and adjusted by the National Geodetic Survey in September 1997..
 DG3579
 DG3579.The orthometric height was scaled from a topographic map.
 DG3579
 DG3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3579
 DG3579.The geoid height was determined by GEOID03.
 DG3579
 DG3579;                    North         East     Units Scale Factor Converg.
 DG3579;SPC GA W     -   381,560.225   597,787.466   MT  1.00002876   -0 36 20.7
 DG3579;SPC GA W     - 1,251,835.50  1,961,241.04   sFT  1.00002876   -0 36 20.7
 DG3579;SPC AL E     -   325,760.614   252,761.656   MT  0.99999431   +0 18 45.6
 DG3579;UTM  16      - 3,701,035.306   661,197.256   MT  0.99992036   +0 57 20.5
 DG3579
 DG3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3579!SPC GA W     -   0.99997850  x   1.00002876  =   1.00000726
 DG3579!SPC AL E     -   0.99997850  x   0.99999431  =   0.99997281
 DG3579!UTM  16      -   0.99997850  x   0.99992036  =   0.99989886
 DG3579
 DG3579|---------------------------------------------------------------------|
 DG3579| PID    Reference Object                     Distance      Geod. Az  |
 DG3579|                                                           dddmmss.s |
 DG3579| CZ2838 BLACK JACK 2 RM 1                    12.653 METERS 02926     |
 DG3579| CZ2837 BLACK JACK 2 AZ MK                                 2714012.1 |
 DG3579| CZ2839 BLACK JACK 2 RM 2                    15.017 METERS 27600     |
 DG3579|---------------------------------------------------------------------|
 DG3579
 DG3579                          SUPERSEDED SURVEY CONTROL
 DG3579
 DG3579  NAD 83(1994)-  33 26 11.78653(N)    085 15 57.33179(W) AD(       ) 1
 DG3579  NAD 83(1986)-  33 26 11.79059(N)    085 15 57.32566(W) AD(       ) 1
 DG3579  NAD 27      -  33 26 11.38000(N)    085 15 57.51400(W) AD(       ) 1
 DG3579
 DG3579.Superseded values are not recommended for survey control.
 DG3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3579.See file dsdata.txt to determine how the superseded data were derived.
 DG3579
 DG3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6119701035(NAD 83)
 DG3579_MARKER: DS = TRIANGULATION STATION DISK
 DG3579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3579
 DG3579  HISTORY     - Date     Condition        Report By
 DG3579  HISTORY     - 1941     MONUMENTED       CGS
 DG3579  HISTORY     - 1941     GOOD             CGS
 DG3579  HISTORY     - 1951     SEE DESCRIPTION  CGS
 DG3579  HISTORY     - 1954     GOOD             CGS
 DG3579  HISTORY     - 1969     POOR             USGS
 DG3579
 DG3579                          STATION DESCRIPTION
 DG3579
 DG3579'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3579'STATION IS LOCATED ABOUT 3.5 MILES SE OF GRAHAM, ALABAMA
 DG3579'AND 7.5 MILES S OF BOWDON, GEORGIA IN SAME LOCALITY AS BLACKJACK
 DG3579'(U.S.G.S.), A SMALL BLACK JACK OAK NOT FOUND IN 1936.  IT IS
 DG3579'ON WHAT IS LOCALLY KNOWN AS BLACKJACK MOUNTAIN, AND OWNED BY
 DG3579'A MR. FRANK RODGERS.
 DG3579'
 DG3579'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3579'BRONZE DISKS SET IN CONCRETE.
 DG3579'
 DG3579'THE AZIMUTH MARK WAS SET 0.6 MILE W OF THE STATION ON THE
 DG3579'ROAD LEADING UP TO MOUNTAIN, IT IS 17 FEET E OF THE CENTER
 DG3579'LINE OF DIRT ROAD, AND 3 FEET S OF SW CORNER OF A BARN, ON
 DG3579'PROPERTY OWNED BY A MR. LEONARD BENEFIELD WHO LIVES ABOUT 200
 DG3579'FEET SW OF THE MARK.
 DG3579'
 DG3579'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BOWDON, GEORGIA
 DG3579'GO S ON THE BOWDON, WEDOWEE GRAVEL ROAD FOR 4.8 MILES TO A
 DG3579'DIAGONAL CROSSROADS (FRANKLIN ROAD), TURN LEFT ON THE
 DG3579'FRANKLIN ROAD AND GO 2.5 MILES TO S END OF MOUNTAIN, TURN LEFT
 DG3579'ON OLD ROAD UP THE MOUNTAIN THROUGH FIELD ABOUT 0.5 MILE TO
 DG3579'A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE IN A NORTHERLY
 DG3579'DIRECTION 0.25 MILE TO AN OLD WELL ON TOP OF THE MOUNTAIN
 DG3579'AND STATION.
 DG3579'
 DG3579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO FRANKLIN
 DG3579'ROAD TURN RIGHT AND GO 0.7 MILE TO A SMALL BARN ON RIGHT AND
 DG3579'MARK.
 DG3579'
 DG3579'STATION IS ON HIGHEST PART OF BLACKJACK MOUNTAIN AT N EDGE
 DG3579'OF CLEARED FIELD ABOUT 100 YARDS N OF OLD WELL.
 DG3579'
 DG3579'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DG3579
 DG3579                          STATION RECOVERY (1941)
 DG3579
 DG3579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3579'STATION WAS RECOVERED AS DESCRIBED, ORIGINAL DESCRIPTION IS
 DG3579'ADEQUATE.
 DG3579
 DG3579                          STATION RECOVERY (1951)
 DG3579
 DG3579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG3579'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE, EXCEPT
 DG3579'THAT THE LAND IS NOW OWNED BY DR. J.W. WATTS OF BOWDON, AND THERE
 DG3579'HAS EVIDENTLY BEEN A DISTURBANCE OF THE POSITION OF REFERENCE
 DG3579'MARK 1 TO ABOUT 5 IN. SE OF ITS ORIGINAL POSITION.
 DG3579'
 DG3579'DUE TO THE CONTEMPLATED CONSTRUCTION OF AN AIRSTRIP ON THE
 DG3579'SITE AND THE REQUEST OF DR. WATTS, A NEW STATION, BLACK JACK
 DG3579'3, WAS SET 26.18 M. (85.90 FT.) FROM THE SUBJECT STATION
 DG3579'TOWARD AND EXACTLY ON LINE TO THE ORIGINAL AZIMUTH MARK.
 DG3579'THE SUBJECT STATION WAS NOT DESTROYED BECAUSE OF THE POSSIBILITY,
 DG3579'THOUGH REMOTE, THAT THE AIRSTRIP MAY NOT BE CONSTRUCTED.
 DG3579'IT IS THE INTENTION OF THE UNDERSIGNED TO WATCH THE STATION
 DG3579'AND WRITE ANOTHER RECOVERY NOTE WHEN THE SUBJECT STATION
 DG3579'IS DESTROYED.
 DG3579
 DG3579                          STATION RECOVERY (1954)
 DG3579
 DG3579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3579'THE STATION WAS VISITED, AND THE STATION MARK, AZIMUTH MARK,
 DG3579'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 DG3579'MARK 1 WAS FOUND DESTROYED, AND THE DISK WAS RECLAIMED.
 DG3579'REFERENCE MARK 3 WAS ESTABLISHED.  THE BARN AT THE AZIMUTH MARK
 DG3579'HAS BEEN TORN DOWN, AND STATE HIGHWAY 100 HAS BEEN BUILT
 DG3579'E OF THE MARK.  SOME CLEARING WILL BE NEEDED TO SEE THE
 DG3579'STATION.  A NEW DESCRIPTION FOLLOWS--
 DG3579'
 DG3579'THE STATION IS LOCATED ABOUT 7.5 MI. S OF BOWDON, GEORGIA,
 DG3579'ON THE HIGHEST POINT OF BLACKJACK MOUNTAIN, THE HIGHEST
 DG3579'HILL IN THE VICINITY.  IT IS 95 PACES N OF THE CONCRETE
 DG3579'SLAB COVERING AN OLD WELL.  IT IS A STANDARD DISK, STAMPED
 DG3579'BLACKJACK 2 1941 AND PROJECTS 3 IN.
 DG3579'
 DG3579'REFERENCE MARK 2 IS 15.017 M. W OF THE STATION, ON THE W
 DG3579'SLOPE OF THE HILL, AND ABOUT 5 FT. LOWER THAN THE STATION.
 DG3579'IT IS A STANDARD DISK, STAMPED BLACKJACK NO 2 1941 NO 2 AND
 DG3579'PROJECTS 8 IN.
 DG3579'
 DG3579'REFERENCE MARK 3 IS 12.415 M. N-NE OF THE STATION, AND ABOUT
 DG3579'1 FT. LOWER THAN THE STATION.  IT IS ABOUT THE SAME PLACE AS
 DG3579'WHERE REFERENCE MARK 1 WAS SET.  IT IS A STANDARD DISK, STAMPED
 DG3579'BLACKJACK 2 NO 3 1941 AND PROJECTS 6 IN.
 DG3579'
 DG3579'THE AZIMUTH MARK IS 0.6 MI. W OF THE STATION, IN THE FRONT
 DG3579'YARD OF MRS. LENORD BENEFIELD, 42 FT. W OF THE CENTERLINE
 DG3579'OF STATE HIGHWAY 100, 121 FT. NE OF THE NE CORNER OF THE
 DG3579'BENEFIELD HOUSE, AND 16 FT. E OF THE CENTERLINE OF A DIRT
 DG3579'ROAD LEADING TO THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 DG3579'BLACKJACK 2 1941 AND PROJECTS 2 IN.
 DG3579'
 DG3579'TO REACH THE STATION FROM THE BANK BUILDING IN BOWDON, GO
 DG3579'S ON STATE HIGHWAY 100 FOR 5.3 MI. TO THE JUNCTION WITH STATE
 DG3579'HIGHWAY 5, TURN LEFT ON STATE HIGHWAY 100 AND GO 2.8 MI.
 DG3579'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON STATE HIGHWAY
 DG3579'100 FOR 0.7 MI. TO THE HEARD COUNTY LINE AND A SIDE ROAD LEFT,
 DG3579'TURN LEFT AND GO ABOUT 150 YD., TURN LEFT AND PARALLEL A
 DG3579'FENCE LINE ALONG THE W SIDE FOR 0.5 MI. TO A GATE, PASS
 DG3579'THROUGH THE GATE AND GO 0.25 MI. TO THE TOP OF THE HILL AND
 DG3579'THE STATION.
 DG3579
 DG3579                          STATION RECOVERY (1969)
 DG3579
 DG3579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JRS)
 DG3579'POST PUSHED OUT OF GROUND AND LAYING AGAINST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3578 ***********************************************************************
 DG3578  DESIGNATION -  BLACK JACK 3
 DG3578  PID         -  DG3578
 DG3578  STATE/COUNTY-  GA/CARROLL
 DG3578  USGS QUAD   -  GRAHAM (1969)
 DG3578
 DG3578                         *CURRENT SURVEY CONTROL
 DG3578  ___________________________________________________________________
 DG3578* NAD 83(1994)-  33 26 11.81028(N)    085 15 58.34322(W)     ADJUSTED  
 DG3578* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 DG3578  ___________________________________________________________________
 DG3578  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DG3578  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3578
 DG3578  HORZ ORDER  -  SECOND
 DG3578
 DG3578.The horizontal coordinates were established by classical geodetic methods
 DG3578.and adjusted by the National Geodetic Survey in September 1997..
 DG3578.No horizontal observational check was made to the station.
 DG3578
 DG3578.The orthometric height was scaled from a topographic map.
 DG3578
 DG3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3578
 DG3578.The geoid height was determined by GEOID03.
 DG3578
 DG3578;                    North         East     Units Scale Factor Converg.
 DG3578;SPC GA W     -   381,561.265   597,761.303   MT  1.00002883   -0 36 21.3
 DG3578;SPC GA W     - 1,251,838.92  1,961,155.21   sFT  1.00002883   -0 36 21.3
 DG3578;SPC AL E     -   325,761.234   252,735.480   MT  0.99999427   +0 18 45.0
 DG3578;UTM  16      - 3,701,035.633   661,171.077   MT  0.99992026   +0 57 20.0
 DG3578
 DG3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3578!SPC GA W     -   0.99997850  x   1.00002883  =   1.00000733
 DG3578!SPC AL E     -   0.99997850  x   0.99999427  =   0.99997277
 DG3578!UTM  16      -   0.99997850  x   0.99992026  =   0.99989876
 DG3578
 DG3578|---------------------------------------------------------------------|
 DG3578| PID    Reference Object                     Distance      Geod. Az  |
 DG3578|                                                           dddmmss.s |
 DG3578| CZ2841 BLACK JACK 3 RM 4                     9.164 METERS 00754     |
 DG3578| DG3579 BLACK JACK 2                         26.183 METERS 09140     |
 DG3578| CZ2840 BLACK JACK 3 RM 3                    16.100 METERS 18800     |
 DG3578| CZ2837 BLACK JACK 2 AZ MK                                 2714012.4 |
 DG3578|---------------------------------------------------------------------|
 DG3578
 DG3578                          SUPERSEDED SURVEY CONTROL
 DG3578
 DG3578  NAD 83(1994)-  33 26 11.81129(N)    085 15 58.34500(W) AD(       ) 2
 DG3578  NAD 83(1986)-  33 26 11.81536(N)    085 15 58.33888(W) AD(       ) 2
 DG3578  NAD 27      -  33 26 11.40500(N)    085 15 58.52700(W) AD(       ) 2
 DG3578
 DG3578.Superseded values are not recommended for survey control.
 DG3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3578.See file dsdata.txt to determine how the superseded data were derived.
 DG3578
 DG3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6117101036(NAD 83)
 DG3578_MARKER: DS = TRIANGULATION STATION DISK
 DG3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3578
 DG3578  HISTORY     - Date     Condition        Report By
 DG3578  HISTORY     - 1951     MONUMENTED       CGS
 DG3578  HISTORY     - 1971     MARK NOT FOUND   NGS
 DG3578  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DG3578
 DG3578                          STATION DESCRIPTION
 DG3578
 DG3578'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG3578'THE STATION IS ABOUT 7-1/2 MI. S OF BOWDON, ABOUT 15 FT. LOWER
 DG3578'THAN AND ABOUT 100 YD. N-NW OF THE HIGHEST POINT OF CONSPICUOUS
 DG3578'BLACK JACK MOUNTAIN, 55 FT. N-NE OF THE N ONE OF TWO OLD CHESTNUT
 DG3578'STUMPS, AND ABOUT 10 FT. S OF A ROW BETWEEN WASTELAND AND A FIELD
 DG3578'THAT HAS BEEN CULTIVATED.  THE MARK PROJECTS 2 IN., AND THE
 DG3578'DISK IS STAMPED BLACK JACK 3 1951.
 DG3578'
 DG3578'STATION BLACK JACK 2 AND REFERENCE MARK 2 ARE EXPECTED TO BE
 DG3578'DESTROYED BY GRADING FOR THE CONSTRUCTION OF AN AIRSTRIP
 DG3578'CONTEMPLATED IN THE NEAR FUTURE BY THE PRESENT OWNER, DR. J.W. WATTS
 DG3578'OF BOWDON, BUT THIS IS NOT CERTAIN.
 DG3578'
 DG3578'REFERENCE MARK 3 IS S OF THE STATION, JUST N OF A SASSAFRASS BUSH,
 DG3578'20 FT. E OF ONE CHESTNUT STUMP, AND 21 FT. E-NE OF ANOTHER.
 DG3578'THE MARK PROJECTS 5 IN., AND THE DISK IS STAMPED BLACK JACK 3
 DG3578'NO 3 1951.
 DG3578'
 DG3578'REFERENCE MARK 4 PROJECTS ABOUT 4 IN., AND THE DISK IS STAMPED
 DG3578'BLACK JACK 3 NO 4 1951.
 DG3578'
 DG3578'THE AZIMUTH MARK IS 119 FT. N OF THE MOST N CORNER OF THE
 DG3578'CONCRETE-BLOCK FOUNDATION OF THE HOME OF MRS. J.L. BENEFIELD,
 DG3578'41 FT. SW OF THE CENTERLINE OF GEORGIA HIGHWAY 100, AND 14 FT.
 DG3578'NW OF A 6-IN. BLACK WALNUT TREE.  THE MARK PROJECTS 2 IN., AND THE
 DG3578'DISK IS STAMPED BLACKJACK 1941.
 DG3578'
 DG3578'TO REACH THE STATION FROM THE MAIN CORNER IN BOWDON, AT THE
 DG3578'INTERSECTION OF U.S. HIGHWAY 78 (ALTERNATE) AND GEORGIA HIGHWAY
 DG3578'100, GO S ON THE LATTER FOR 0.4 MI. AND TAKE THE RIGHT FORK
 DG3578'KEEPING ON HIGHWAY 100, THENCE SW FOR 5.1 MI. TO AN UNSYMMETRICAL
 DG3578'CROSSROADS AND TURN LEFT, THENCE SE FOR 2.9 MI. TO THE AZIMUTH
 DG3578'MARK ON THE RIGHT, THENCE CONTINUE SE FOR 0.7 MI. TO THE COUNTY
 DG3578'LINE, TURN LEFT OFF HIGHWAY 100 AND ONTO A TRACK ROAD N UP A
 DG3578'RIDGE TO AN OLD WELL ON THE HIGHEST POINT OF THE HILL, THENCE
 DG3578'CONTINUE N FOR ABOUT 100 YD. TO THE STATION ON THE LEFT.
 DG3578
 DG3578                          STATION RECOVERY (1971)
 DG3578
 DG3578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG3578'NO MONUMENTS WERE RECOVERED.  THE MOUNTAIN APPEARED TO HAVE
 DG3578'BEEN BLADED IN RECENT YEARS.
 DG3578
 DG3578                          STATION RECOVERY (1973)
 DG3578
 DG3578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3578'BLACK JACK 3 1951, REFERENCE MARKS 3 AND 4 WERE SEARCHED FOR
 DG3578'BUT NOT RECOVERED.  THE STATION IS BELIEVED TO HAVE BEEN
 DG3578'DESTROYED BY GRADING FOR A PROPOSED AIR STRIP.  THE AZIMUTH
 DG3578'MARK IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 DG3578'
 DG3578'BLACK JACK 4 WAS ESTABLISHED THIS DATE, SEE DESCRIPTION THEREOF.
 DG3578'
 DG3578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3578'7-1/2 MILES SOUTH OF BOWDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3583 ***********************************************************************
 DG3583  DESIGNATION -  BLACK JACK 4
 DG3583  PID         -  DG3583
 DG3583  STATE/COUNTY-  GA/CARROLL
 DG3583  USGS QUAD   -  GRAHAM (1969)
 DG3583
 DG3583                         *CURRENT SURVEY CONTROL
 DG3583  ___________________________________________________________________
 DG3583* NAD 83(1994)-  33 26 08.20758(N)    085 15 57.04913(W)     ADJUSTED  
 DG3583* NAVD 88     -       476.9    (meters)    1565.     (feet)  VERTCON   
 DG3583  ___________________________________________________________________
 DG3583  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG3583  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3583
 DG3583  HORZ ORDER  -  FIRST
 DG3583
 DG3583.The horizontal coordinates were established by classical geodetic methods
 DG3583.and adjusted by the National Geodetic Survey in September 1997..
 DG3583
 DG3583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3583
 DG3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3583
 DG3583.The geoid height was determined by GEOID03.
 DG3583
 DG3583;                    North         East     Units Scale Factor Converg.
 DG3583;SPC GA W     -   381,449.919   597,793.556   MT  1.00002875   -0 36 20.5
 DG3583;SPC GA W     - 1,251,473.61  1,961,261.02   sFT  1.00002875   -0 36 20.5
 DG3583;SPC AL E     -   325,650.423   252,769.512   MT  0.99999432   +0 18 45.7
 DG3583;UTM  16      - 3,700,925.219   661,206.348   MT  0.99992040   +0 57 20.6
 DG3583
 DG3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3583!SPC GA W     -   0.99992971  x   1.00002875  =   0.99995846
 DG3583!SPC AL E     -   0.99992971  x   0.99999432  =   0.99992403
 DG3583!UTM  16      -   0.99992971  x   0.99992040  =   0.99985012
 DG3583
 DG3583|---------------------------------------------------------------------|
 DG3583| PID    Reference Object                     Distance      Geod. Az  |
 DG3583|                                                           dddmmss.s |
 DG3583| CZ2842 BLACK JACK 4 RM 5                     9.532 METERS 04505     |
 DG3583| CZ2844 BLACK JACK 4 RM 7                                  1684835.7 |
 DG3583| CZ2843 BLACK JACK 4 RM 6                    10.405 METERS 17131     |
 DG3583|---------------------------------------------------------------------|
 DG3583
 DG3583                          SUPERSEDED SURVEY CONTROL
 DG3583
 DG3583  NAD 83(1994)-  33 26 08.20816(N)    085 15 57.05136(W) AD(       ) 1
 DG3583  NAD 83(1986)-  33 26 08.21263(N)    085 15 57.04545(W) AD(       ) 1
 DG3583  NAD 27      -  33 26 07.80364(N)    085 15 57.23465(W) AD(       ) 1
 DG3583  NGVD 29 (07/19/86)  476.8    (m)         1564.     (f) VERT ANG       
 DG3583
 DG3583.Superseded values are not recommended for survey control.
 DG3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3583.See file dsdata.txt to determine how the superseded data were derived.
 DG3583
 DG3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6120600925(NAD 83)
 DG3583_MARKER: DS = TRIANGULATION STATION DISK
 DG3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3583
 DG3583  HISTORY     - Date     Condition        Report By
 DG3583  HISTORY     - 1973     MONUMENTED       NGS
 DG3583
 DG3583                          STATION DESCRIPTION
 DG3583
 DG3583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3583'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF CARROLLTON, 8
 DG3583'MILES WEST-SOUTHWEST OF ROOPVILLE, 7 MILES SOUTH-SOUTHWEST OF
 DG3583'BOWDON, AND 1.75 MILES EAST OF THE ALABAMA-GEORGIA STATE LINE ON
 DG3583'THE EAST EDGE OF BLACK JACK MOUNTAIN ON PROPERTY OWNED BY
 DG3583'MRS. J.W. WATTS OF BOWDON.
 DG3583'
 DG3583'TRIANGULATION STATION BLACK JACK 4 WAS ESTABLISHED THIS DATE
 DG3583'BECAUSE BLACK JACK 3 1951 AND ALL MARKS WERE DESTROYED WHEN THE
 DG3583'TOP OF THE MOUNTAIN WAS GRADED OFF FOR A PROPOSED AIRSTRIP, SEE
 DG3583'DESCRIPTION THEREOF.
 DG3583'
 DG3583'TO REACH THE STATION FROM THE POST OFFICE IN BOWDON, GO EAST
 DG3583'ON U.S. HIGHWAY 78 FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTE
 DG3583'100.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON ROUTE 100 FOR 5.5 MILES
 DG3583'TO A FORK, STATE ROUTE 5.  TURN LEFT AND GO SOUTH-SOUTHEAST ON
 DG3583'ROUTE 100 FOR 3.6 MILES TO THE HEARD COUNTY LINE AND TWO SIDE
 DG3583'ROADS LEFT.  (TO REACH REFERENCE MARK 7, CONTINUE ON ROUTE 100 FOR
 DG3583'1.0 MILE TO THE MARK ON THE RIGHT.) TURN LEFT ON THE FIRST
 DG3583'SIDE ROAD, PASSING THROUGH A LOCKED GATE AND GO EAST ON A TRACK
 DG3583'ROAD FOR 0.05 MILE TO A LOCKED GATE.  PASS THROUGH GATE
 DG3583'FOLLOWING THE ROAD NORTH AND UPHILL FOR 0.35 MILE TO A LOCKED
 DG3583'GATE.  PASS THROUGH GATE AND CONTINUE NORTH FOR 0.15 MILE TO
 DG3583'A FENCE CORNER ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE TO
 DG3583'THE STATION ON THE RIGHT.
 DG3583'
 DG3583'THE STATION MARKS ARE STANDARD DISKS STAMPED BLACK JACK 4
 DG3583'1973.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 DG3583'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 DG3583'SURFACE.  IT IS 38 FEET SOUTHWEST OF A 6-INCH TRIANGLE BLAZED
 DG3583'PINE TREE, 37 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, 32
 DG3583'FEET EAST OF THE CENTER OF THE ROAD, AND 22 FEET WEST OF THE
 DG3583'EAST EDGE OF THE MOUNTAIN.  THE UNDERGROUND DISK IS SET IN THE
 DG3583'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 42 INCHES BELOW
 DG3583'THE GROUND SURFACE.
 DG3583'
 DG3583'REFERENCE MARK 5, A STANDARD DISK STAMPED BLACK JACK 4 NO 5
 DG3583'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3583'MONUMENT WHICH PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT
 DG3583'IS 62 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST, 48 FEET
 DG3583'EAST OF THE CENTER OF THE ROAD, 9 FEET WEST OF THE 6-INCH PINE
 DG3583'TREE, AND 6 FEET WEST OF THE EAST EDGE OF THE MOUNTAIN.
 DG3583'
 DG3583'REFERENCE MARK 6, A STANDARD DISK STAMPED BLACK JACK 4 NO 6
 DG3583'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3583'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 DG3583'IS 44 FEET EAST OF THE CENTER OF THE ROAD, 5 FEET WEST OF THE
 DG3583'EAST EDGE OF THE MOUNTAIN, AND 3.2 FEET NORTH-NORTHEAST OF THE
 DG3583'METAL WITNESS POST.
 DG3583'
 DG3583'REFERENCE MARK 7, A STANDARD DISK STAMPED BLACK JACK NO 7 1973,
 DG3583'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3583'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30
 DG3583'FEET WEST OF THE CENTER OF THE HIGHWAY, 8 FEET SOUTH OF A UTILITY
 DG3583'POLE, AND 1.8 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 4
 DG3583'FEET ABOVE THE SURFACE OF THE HIGHWAY.
 DG3583'
 DG3583'HEIGHT OF LIGHT ABOVE STATION MARK 2.62 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1736 ***********************************************************************
 BS1736  DESIGNATION -  BLACKSHEAR 2 AZ MK 2
 BS1736  PID         -  BS1736
 BS1736  STATE/COUNTY-  GA/PIERCE
 BS1736  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS1736
 BS1736                         *CURRENT SURVEY CONTROL
 BS1736  ___________________________________________________________________
 BS1736* NAD 83(1994)-  31 18 11.80672(N)    082 14 44.33519(W)     ADJUSTED  
 BS1736* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 BS1736  ___________________________________________________________________
 BS1736  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BS1736  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BS1736
 BS1736  HORZ ORDER  -  THIRD
 BS1736
 BS1736.The horizontal coordinates were established by classical geodetic methods
 BS1736.and adjusted by the National Geodetic Survey in September 1997..
 BS1736
 BS1736.The orthometric height was scaled from a topographic map.
 BS1736
 BS1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1736
 BS1736.The geoid height was determined by GEOID03.
 BS1736
 BS1736;                    North         East     Units Scale Factor Converg.
 BS1736;SPC GA E     -   144,474.413   192,481.612   MT  0.99990070   -0 02 27.7
 BS1736;SPC GA E     -   473,996.47    631,500.09   sFT  0.99990070   -0 02 27.7
 BS1736;UTM  17      - 3,463,883.312   381,456.516   MT  0.99977333   -0 38 50.2
 BS1736
 BS1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1736!SPC GA E     -   0.99999824  x   0.99990070  =   0.99989894
 BS1736!UTM  17      -   0.99999824  x   0.99977333  =   0.99977157
 BS1736
 BS1736                          SUPERSEDED SURVEY CONTROL
 BS1736
 BS1736  NAD 83(1986)-  31 18 11.82144(N)    082 14 44.34337(W) AD(       ) 3
 BS1736
 BS1736.Superseded values are not recommended for survey control.
 BS1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1736.See file dsdata.txt to determine how the superseded data were derived.
 BS1736
 BS1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8145763883(NAD 83)
 BS1736_MARKER: DZ = AZIMUTH MARK DISK
 BS1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1736_STAMPING: BLACKSHEAR 2 1956 1985
 BS1736_MARK LOGO: NGS   
 BS1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1736+STABILITY: SURFACE MOTION
 BS1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1736+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1994
 BS1736
 BS1736  HISTORY     - Date     Condition        Report By
 BS1736  HISTORY     - 1985     MONUMENTED       NGS
 BS1736  HISTORY     - 19940403 GOOD             GADT
 BS1736
 BS1736                          STATION DESCRIPTION
 BS1736
 BS1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BS1736'MARK IS IN THE CITY OF BLACKSHEAR ON GADOT R/W AT THE INTERSECTION OF
 BS1736'WARE ST ABOUT 0.3 MILE (0.5 KM) SW ALONG US HWY 84 FROM THE
 BS1736'COURTHOUSE.  STOP LIGHT AT THIS INTERSECTION.  HWY 84 RUNS NE-SW HERE
 BS1736'AND WARE ST RUNS EAST-WEST (NOT SQUARE INTERSECTION) . THE STATION
 BS1736'MARK IS AT THE WESTERLY OR NW CORNER OF THE INTERSECTION (FORD DEALER
 BS1736'ON THIS CORNER) , BETWEEN SIDEWALK AND CURB, 9 FT (2.7 M) SW OF
 BS1736'MANHOLE IN CENTER OF INLET, 9 FT (2.7 M) WEST ALONG WARE ST FROM
 BS1736'EXTENDED SHORT PIECE OF CURB TANGENT ALONG HWY 84, 2 FT (0.6 M) NORTH
 BS1736'OF NORTH FACE OF WARE ST CURB, 1.5 FT (0.5 M) SOUTH OF SOUTH EDGE OF
 BS1736'SIDEWALK, 3 FT (0.9 M) EAST OF WITNESS POST AND 2 INCHES BELOW GROUND.
 BS1736
 BS1736                          STATION RECOVERY (1994)
 BS1736
 BS1736'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994
 BS1736'MARK IS IN THE CITY OF BLACKSHEAR ON GADOT R/W AT THE INTERSECTION OF
 BS1736'WARE ST ABOUT 0.3 MILE (0.5 KM) SW ALONG US HWY 84 FROM THE
 BS1736'COURTHOUSE.  STOP LIGHT AT THIS INTERSECTION.  HWY 84 RUNS NE-SW HERE
 BS1736'AND WARE ST RUNS EAST-WEST (NOT SQUARE INTERSECTION) .  MARK IS AT THE
 BS1736'WESTERLY OR NW CORNER OF THE INTERSECTION (FORD DEALER ON THIS CORNER)
 BS1736', BETWEEN SIDEWALK AND CURB, 9 FT (2.7 M) SW OF MANHOLE IN CENTER OF
 BS1736'INLET, 9 FT (2.7 M) WEST ALONG WARE ST FROM EXTENDED SHORT PIECE OF
 BS1736'CURB TANGENT ALONG HWY 84, 2 FT (0.6 M) NORTH OF NORTH FACE OF WARE ST
 BS1736'CURB, 1.5 FT (0.5 M) SOUTH OF SOUTH EDGE OF SIDEWALK, 3 FT (0.9 M)
 BS1736'EAST OF WITNESS POST AND 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1291 ***********************************************************************
 BS1291  DESIGNATION -  BLACKSHEAR 2 RESET
 BS1291  PID         -  BS1291
 BS1291  STATE/COUNTY-  GA/PIERCE
 BS1291  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS1291
 BS1291                         *CURRENT SURVEY CONTROL
 BS1291  ___________________________________________________________________
 BS1291* NAD 83(1994)-  31 18 21.61712(N)    082 14 34.16257(W)     ADJUSTED  
 BS1291* NAVD 88     -        34.81   (meters)     114.2    (feet)  RESET     
 BS1291  ___________________________________________________________________
 BS1291  X           -     736,214.013 (meters)                     COMP
 BS1291  Y           -  -5,404,531.616 (meters)                     COMP
 BS1291  Z           -   3,294,931.553 (meters)                     COMP
 BS1291  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BS1291  ELLIP HEIGHT-           6.52  (meters)          (02/22/96) GPS OBS
 BS1291  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BS1291
 BS1291  HORZ ORDER  -  FIRST
 BS1291  VERT ORDER  -  THIRD
 BS1291  ELLP ORDER  -  FOURTH    CLASS II
 BS1291
 BS1291.The horizontal coordinates were established by GPS observations
 BS1291.and adjusted by the National Geodetic Survey in September 1997..
 BS1291
 BS1291.The orthometric height was computed from unverified reset data.
 BS1291
 BS1291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1291
 BS1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1291
 BS1291.The ellipsoidal height was determined by GPS observations
 BS1291.and is referenced to NAD 83.
 BS1291
 BS1291.The geoid height was determined by GEOID03.
 BS1291
 BS1291;                    North         East     Units Scale Factor Converg.
 BS1291;SPC GA E     -   144,776.340   192,750.805   MT  0.99990065   -0 02 22.5
 BS1291;SPC GA E     -   474,987.04    632,383.27   sFT  0.99990065   -0 02 22.5
 BS1291;UTM  17      - 3,464,182.335   381,728.854   MT  0.99977253   -0 38 45.1
 BS1291
 BS1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1291!SPC GA E     -   0.99999898  x   0.99990065  =   0.99989963
 BS1291!UTM  17      -   0.99999898  x   0.99977253  =   0.99977151
 BS1291
 BS1291|---------------------------------------------------------------------|
 BS1291| PID    Reference Object                     Distance      Geod. Az  |
 BS1291|                                                           dddmmss.s |
 BS1291| BS0186 BLACKSHEAR RM 1 RESET                45.906 METERS 04834     |
 BS1291| BS1292 BLACKSHEAR 2 RM 3                    15.670 METERS 07454     |
 BS1291| BS0185 BLACKSHEAR MAGNETIC                  17.803 METERS 08438     |
 BS1291| BS1587 BLACKSHEAR TANK TOP C OF PIPE       APPROX. 0.6 KM 1120006.4 |
 BS1291| BS1585 BLACKSHEAR CONCRETE STANDPIPE       APPROX. 0.7 KM 1135805.0 |
 BS1291| BS1736 BLACKSHEAR 2 AZ MK 2                404.546 METERS 2214048.5 |
 BS1291| BS1589 BLACKSHEAR 2 AZ MK                  258.375 METERS 22954     |
 BS1291| BS0183 BLACKSHEAR MAG RM 2                  21.124 METERS 35354     |
 BS1291|---------------------------------------------------------------------|
 BS1291
 BS1291                          SUPERSEDED SURVEY CONTROL
 BS1291
 BS1291  NAD 83(1994)-  31 18 21.61700(N)    082 14 34.16259(W) AD(       ) 1
 BS1291  NAD 83(1986)-  31 18 21.63175(N)    082 14 34.17069(W) AD(       ) 2
 BS1291  NAD 27      -  31 18 20.84300(N)    082 14 34.73128(W) AD(       ) 2
 BS1291  NGVD 29 (11/20/03)   35.08   (m)          115.1    (f) RESET       3  
 BS1291
 BS1291.Superseded values are not recommended for survey control.
 BS1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1291.See file dsdata.txt to determine how the superseded data were derived.
 BS1291
 BS1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8172964182(NAD 83)
 BS1291_MARKER: DH = HORIZONTAL CONTROL DISK
 BS1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1291_STAMPING: BLACKSHEAR 2 1965 1981
 BS1291_PROJECTION: FLUSH
 BS1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1291+STABILITY: SURFACE MOTION
 BS1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1291+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1994
 BS1291
 BS1291  HISTORY     - Date     Condition        Report By
 BS1291  HISTORY     - 1981     MONUMENTED       NGS
 BS1291  HISTORY     - 1981     GOOD             NGS
 BS1291  HISTORY     - 19940319 GOOD             NGS
 BS1291
 BS1291                          STATION DESCRIPTION
 BS1291
 BS1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BS1291'IN BLACKSHEAR.
 BS1291'IN BLACKSHEAR, 0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 121
 BS1291'FROM THE RAILROAD CROSSING IN DOWNTOWN BLACKSHEAR, ON THE COUNTY
 BS1291'COURT HOUSE GROUNDS JUST SOUTH OF THE COUNTY JAIL HOUSE, 19.4 METERS
 BS1291'(63.5 FT) WEST-SOUTHWEST OF THE CENTER OF CONCRETE SIDEWALK AND
 BS1291'MOST SOUTHWEST ENTRANCE DRIVEWAY TO THE COURT HOUSE AND JAIL HOUSE,
 BS1291'14.9 METERS (49.0 FT) NORTHWEST OF THE CENTER OF U.S. HIGHWAY 82,
 BS1291'4.6 METERS (15.0 FT) NORTHWEST OF THE NORTHWEST CURB OF HIGHWAY,
 BS1291'2.2 METERS (7.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK,
 BS1291'AND 0.9 METER (3.0 FT) NORTHEAST OF THE PROJECTED LINE OF THE
 BS1291'SOUTHWEST SIDE OF THE JAIL HOUSE.
 BS1291'THE MARK IS 2.8 FT  WSW FROM A WITNESS POST.
 BS1291
 BS1291                          STATION RECOVERY (1981)
 BS1291
 BS1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BS1291'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 BS1291'GOOD CONDITION.  AZIMUTH MARK HAS BEEN DESTROYED.  DUE TO STATION MARK
 BS1291'LEFT 14 INCHES BELOW GROUND AFTER ROAD CONSTRUCTION AND LOCATED ON
 BS1291'COURT HOUSE LAWN, A NEW SURFACE MARK WAS SET DIRECTLY OVER ORIGINAL
 BS1291'SURFACE MARK.  DUE TO REFERENCE MARK 1 BEHIND ON HEDGE ROW OF AZALEAS
 BS1291'AND IN ANOTHER HEDGE ROW OF AZALEAS, REFERENCE MARK 3 WAS ESTABLISH.
 BS1291'THE DISTANCE TO REFERENCE MARK 2 CHECKED.  DUE TO CHANGES, A COMPLETE
 BS1291'NEW DESCRIPTION FOLLOWS.
 BS1291'
 BS1291'THE STATION IS LOCATED .25 KM (0.15 MI) NORTHWEST OF DOWNTOWN
 BS1291'BLACKSHEAR, IN THE WEST ANGLE OF U.S. HIGHWAY 82, STATE HIGHWAYS 121
 BS1291'AND 15 AND ON COURT HOUSE LAWN SOUTH OF THE JAIL HOUSE.
 BS1291'
 BS1291'THE STATION IS A STANDARD DISK STAMPED--BLACKSHEAR 2 1965 1981--SET
 BS1291'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE
 BS1291'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 BS1291'STAMPED--BLACKSHEAR 2 1965--SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 BS1291'MONUMENT 14 INCHES BELOW THE SURFACE OF THE GROUND.
 BS1291'
 BS1291'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BLACKSHEAR NO 1
 BS1291'1935 1938--SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 BS1291'PROJECTNG 2 INCHES ABOVE THE GROUND.
 BS1291'
 BS1291'REFERENCE MARK 2 IS A STANDARD CGS DISK STAMPED--BLACKSHEAR NO 2
 BS1291'1935--CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE PARAPET
 BS1291'WALL OF STEPS NEAR THE EAST CORNER OF THE JAIL HOUSE, 0.5 FT SOUTHWEST
 BS1291'OF THE NORTHEAST END OF THE WALL, ON THE CENTER LINE OF TOP OF SAME
 BS1291'AND 4 FT ABOVE THE GROUND.
 BS1291'
 BS1291'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--BLACKSHEAR 2 1965 NO 3
 BS1291'1981--CEMENTED IN THE CENTER OF CONCRETE SIDEWALK.
 BS1291
 BS1291                          STATION RECOVERY (1994)
 BS1291
 BS1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 BS1291'MARK IS IN BLACKSHEAR IN LAWN OF COURTHOUSE COMPLEX, IN FRONT OF A
 BS1291'BRICK BUILDING HOUSING POLICE AND POSSIBLY JAIL, ON COUNTY PROPERTY.
 BS1291'THE MARK IS AT THE JUNCTION OF US HWY 84 AND STATE HWY 15/121 IN THE
 BS1291'CENTER OF BLACKSHEAR, 129 FEET (39.3 M) SW AND PARALLEL WITH HWY 84
 BS1291'FROM THE EXTENDED CENTERLINE OF HWY 121, 81 FEET (24.7 M) SOUTH (SKEW
 BS1291'TO HWY) FROM EAST OR FRONT RIGHT CORNER OF BRICK BUILDING, 70 FEET
 BS1291'(21.3 M) SOUTH OF RM 2 DISK IN TOP OF WALL BY STEPS AT SAME BUILDING
 BS1291'CORNER, 49 FEET (14.9 M) NW OF CENTER OF TURNING LANE IN MIDDLE OF
 BS1291'5-LANE HWY 84, 15 FEET (4.6 M) NW OF NW CURB OF SAME, 7 FEET (2.1 M)
 BS1291'NW OF NW EDGE OF CONCRETE SIDEWALK, 3 FEET (0.9 M) SW OF A WITNESS
 BS1291'POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1292 ***********************************************************************
 BS1292  DESIGNATION -  BLACKSHEAR 2 RM 3
 BS1292  PID         -  BS1292
 BS1292  STATE/COUNTY-  GA/PIERCE
 BS1292  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS1292
 BS1292                         *CURRENT SURVEY CONTROL
 BS1292  ___________________________________________________________________
 BS1292* NAD 83(1986)-  31 18 20.     (N)    082 14 32.     (W)     SCALED    
 BS1292* NAVD 88     -        34.75   (meters)     114.0    (feet)  RESET     
 BS1292  ___________________________________________________________________
 BS1292  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BS1292
 BS1292  VERT ORDER  -  THIRD
 BS1292
 BS1292.The horizontal coordinates were scaled from a topographic map and have
 BS1292.an estimated accuracy of +/- 6 seconds.
 BS1292
 BS1292.The orthometric height was computed from unverified reset data.
 BS1292
 BS1292.The geoid height was determined by GEOID03.
 BS1292
 BS1292;                    North         East    Units  Estimated Accuracy
 BS1292;SPC GA E     -   144,730.      192,810.      MT  (+/- 180 meters Scaled)
 BS1292
 BS1292                          SUPERSEDED SURVEY CONTROL
 BS1292
 BS1292  NGVD 29 (11/20/03)   35.02   (m)          114.9    (f) RESET       3  
 BS1292
 BS1292.Superseded values are not recommended for survey control.
 BS1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1292.See file dsdata.txt to determine how the superseded data were derived.
 BS1292
 BS1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ817641(NAD 83)
 BS1292_MARKER: DR = REFERENCE MARK DISK
 BS1292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BS1292_SP_SET: SIDEWALK
 BS1292_STAMPING: BLACKSHEAR 2 1965 NO 3
 BS1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1292+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1994
 BS1292
 BS1292  HISTORY     - Date     Condition        Report By
 BS1292  HISTORY     - 1981     MONUMENTED       NGS
 BS1292  HISTORY     - 19940403 GOOD             NGS
 BS1292
 BS1292                          STATION DESCRIPTION
 BS1292
 BS1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BS1292'IN BLACKSHEAR.
 BS1292'IN BLACKSHEAR, 0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 121
 BS1292'FROM THE RAILROAD CROSSING, ON THE COURT HOUSE PROPERTY AND EAST
 BS1292'OF THE COUNTY JAIL HOUSE, 26.4 METERS (86.7 FT)  SOUTHEAST OF EAST
 BS1292'CORNER OF THE COUNTY JAIL HOUSE, 12.2 METERS (40.0 FT) NORTHWEST
 BS1292'OF THE CENTER OF U.S. HIGHWAY 82, 3.8 METERS (12.5 FT) SOUTHWEST
 BS1292'OF THE SOUTHWEST ENTRANCE DRIVEWAY TO COURT HOUSE, AND 15.7METERS
 BS1292'(51.4 FT) EAST-NORTHEAST OF THE STATION MARK.
 BS1292'THE MARK IS 1.0 FT ABOVE HIGHWAY.
 BS1292
 BS1292                          STATION RECOVERY (1994)
 BS1292
 BS1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 BS1292'MARK IS ON GADOT R/W IN THE CENTER OF THE CITY OF BLACKSHEAR, AT THE
 BS1292'COUNTY COURTHOUSE.  THIS IS ALSO THE JUNCTION OF US HWY 84 AND STATE
 BS1292'HWY 15/121.  MARK IS 23 FEET (7.0 M) SW OF SW OR LEFT SIDE OF
 BS1292'COURTHOUSE EXTENDED, 5.5 FEET (1.7 M) NW OF NW CURB OF HWY 84 AND 3
 BS1292'FEET (0.9 M) SW OF END OF SIDEWALK AT SW SIDE OF DRIVEWAY INTO PARKING
 BS1292'AREA AT BRICK BUILDING USED AS POLICE STATION/JAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1585 ***********************************************************************
 BS1585  DESIGNATION -  BLACKSHEAR CONCRETE STANDPIPE
 BS1585  PID         -  BS1585
 BS1585  STATE/COUNTY-  GA/PIERCE
 BS1585  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS1585
 BS1585                         *CURRENT SURVEY CONTROL
 BS1585  ___________________________________________________________________
 BS1585* NAD 83(1994)-  31 18 12.00081(N)    082 14 08.97193(W)     ADJUSTED  
 BS1585* NAVD 88     -                                                        
 BS1585  ___________________________________________________________________
 BS1585  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BS1585  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BS1585
 BS1585  HORZ ORDER  -  THIRD
 BS1585
 BS1585.The horizontal coordinates were established by classical geodetic methods
 BS1585.and adjusted by the National Geodetic Survey in September 1997..
 BS1585
 BS1585
 BS1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1585
 BS1585.The geoid height was determined by GEOID03.
 BS1585
 BS1585;                    North         East     Units Scale Factor Converg.
 BS1585;SPC GA E     -   144,479.762   193,416.691   MT  0.99990053   -0 02 09.4
 BS1585;SPC GA E     -   474,014.02    634,567.93   sFT  0.99990053   -0 02 09.4
 BS1585;UTM  17      - 3,463,878.768   382,391.479   MT  0.99977060   -0 38 31.8
 BS1585
 BS1585                          SUPERSEDED SURVEY CONTROL
 BS1585
 BS1585  NAD 83(1986)-  31 18 12.01480(N)    082 14 08.98026(W) AD(       ) 4
 BS1585  NAD 27      -  31 18 11.22600(N)    082 14 09.54200(W) AD(       ) 3
 BS1585
 BS1585.Superseded values are not recommended for survey control.
 BS1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1585.See file dsdata.txt to determine how the superseded data were derived.
 BS1585
 BS1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8239163879(NAD 83)
 BS1585_MARKER: 52 = STANDPIPE TANK
 BS1585
 BS1585  HISTORY     - Date     Condition        Report By
 BS1585  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1585  HISTORY     - 1965     GOOD             CGS
 BS1585
 BS1585                          STATION DESCRIPTION
 BS1585
 BS1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JB)
 BS1585'THE FINIAL (APPARENTLY A ROD AT THE APEX OF THE CONICAL ROOF) OF THE
 BS1585'CONCRETE STANDPIPE LOCATED ABOUT 0.5 MILE ESE OF THE COURTHOUSE IN
 BS1585'BLACKSHEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0183 ***********************************************************************
 BS0183  DESIGNATION -  BLACKSHEAR MAG RM 2
 BS0183  PID         -  BS0183
 BS0183  STATE/COUNTY-  GA/PIERCE
 BS0183  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS0183
 BS0183                         *CURRENT SURVEY CONTROL
 BS0183  ___________________________________________________________________
 BS0183* NAD 83(1994)-  31 18 22.29911(N)    082 14 34.24749(W)     ADJUSTED  
 BS0183* NAVD 88     -        36.371  (meters)     119.33   (feet)  ADJUSTED  
 BS0183  ___________________________________________________________________
 BS0183  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BS0183  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BS0183  DYNAMIC HT  -          36.327 (meters)     119.18  (feet)  COMP
 BS0183  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 BS0183
 BS0183  HORZ ORDER  -  THIRD
 BS0183  VERT ORDER  -  FIRST     CLASS II
 BS0183
 BS0183.The horizontal coordinates were established by classical geodetic methods
 BS0183.and adjusted by the National Geodetic Survey in September 1997..
 BS0183
 BS0183.The orthometric height was determined by differential leveling
 BS0183.and adjusted by the National Geodetic Survey in June 1991..
 BS0183
 BS0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0183
 BS0183.The geoid height was determined by GEOID03.
 BS0183
 BS0183.The dynamic height is computed by dividing the NAVD 88
 BS0183.geopotential number by the normal gravity value computed on the
 BS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0183.degrees latitude (g = 980.6199 gals.).
 BS0183
 BS0183.The modeled gravity was interpolated from observed gravity values.
 BS0183
 BS0183;                    North         East     Units Scale Factor Converg.
 BS0183;SPC GA E     -   144,797.343   192,748.574   MT  0.99990065   -0 02 22.5
 BS0183;SPC GA E     -   475,055.95    632,375.95   sFT  0.99990065   -0 02 22.5
 BS0183;UTM  17      - 3,464,203.359   381,726.845   MT  0.99977254   -0 38 45.1
 BS0183
 BS0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0183!SPC GA E     -   0.99999873  x   0.99990065  =   0.99989938
 BS0183!UTM  17      -   0.99999873  x   0.99977254  =   0.99977127
 BS0183
 BS0183                          SUPERSEDED SURVEY CONTROL
 BS0183
 BS0183  NAD 83(1986)-  31 18 22.31363(N)    082 14 34.25559(W) AD(       ) 3
 BS0183  NGVD 29 (??/??/92)   36.641  (m)          120.21   (f) ADJ UNCH    1 2
 BS0183
 BS0183.Superseded values are not recommended for survey control.
 BS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0183.See file dsdata.txt to determine how the superseded data were derived.
 BS0183
 BS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8172764203(NAD 83)
 BS0183_MARKER: DR = REFERENCE MARK DISK
 BS0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0183_SP_SET: WALL OF STEPS BY BUILDING
 BS0183_STAMPING: BLACKSHEAR NO 2 1935
 BS0183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BS0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BS0183+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1994
 BS0183
 BS0183  HISTORY     - Date     Condition        Report By
 BS0183  HISTORY     - 1935     MONUMENTED       CGS
 BS0183  HISTORY     - 1961     GOOD             NGS
 BS0183  HISTORY     - 1968     GOOD             NGS
 BS0183  HISTORY     - 1981     GOOD             NGS
 BS0183  HISTORY     - 19940403 GOOD             NGS
 BS0183
 BS0183                          STATION DESCRIPTION
 BS0183
 BS0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BS0183'AT BLACKSHEAR.
 BS0183'AT BLACKSHEAR, 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 121 FROM THE
 BS0183'CROSSING OF THE ATLANTIC COAST LINE RAILROAD, 25 YARDS SOUTH
 BS0183'OF THE SOUTH CORNER OF THE COUNTY COURTHOUSE BUILDING, ON THE
 BS0183'TOP OF A CONCRETE WALL, NEAR THE SOUTHEAST END OF THE STEPS
 BS0183'THAT LEADS TO THE SOUTHEAST ENTRANCE TO THE JAIL 91.4 FEET
 BS0183'NORTHWEST OF THE STATION, 0.5 FOOT SOUTHWEST OF THE NORTHEAST
 BS0183'END OF THE WALL, 12 FEET SOUTH OF THE EAST CORNER OF THE JAIL
 BS0183'AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 BS0183
 BS0183                          STATION RECOVERY (1968)
 BS0183
 BS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0183'RECOVERED IN GOOD CONDITION.
 BS0183
 BS0183                          STATION RECOVERY (1981)
 BS0183
 BS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BS0183'RECOVERED IN GOOD CONDITION.
 BS0183
 BS0183                          STATION RECOVERY (1994)
 BS0183
 BS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 BS0183'MARK IS IN THE CENTER OF CITY OF BLACKSHEAR AT COUNTY COURTHOUSE
 BS0183'COMPLEX, ON COUNTY PROPERTY, IN VICINITY OF JUNCTION OF US HWY 84 AND
 BS0183'STATE ROUTES 15/121.  FOR BEARING REFERENCE, HWY 84 RUNS SW-NE HERE.
 BS0183'MARK IS IN THE TOP OF A CONCRETE WALL ADJOINING STEPS IN FRONT OF THE
 BS0183'BRICK BUILDING USED AS POLICE STATION/JAIL, AT EAST OR FRONT RIGHT
 BS0183'CORNER OF BUILDING, 0.5 FT (15.2 CM) SW OF NE END OF WALL, 12 FT (3.7
 BS0183'M) SOUTH OF EAST CORNER OF BUILDING AND 4 FT (1.2 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0186 ***********************************************************************
 BS0186  DESIGNATION -  BLACKSHEAR RM 1 RESET
 BS0186  PID         -  BS0186
 BS0186  STATE/COUNTY-  GA/PIERCE
 BS0186  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS0186
 BS0186                         *CURRENT SURVEY CONTROL
 BS0186  ___________________________________________________________________
 BS0186* NAD 83(1994)-  31 18 22.60345(N)    082 14 32.86104(W)     ADJUSTED  
 BS0186* NAVD 88     -        35.040  (meters)     114.96   (feet)  ADJUSTED  
 BS0186  ___________________________________________________________________
 BS0186  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BS0186  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BS0186  DYNAMIC HT  -          34.997 (meters)     114.82  (feet)  COMP
 BS0186  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 BS0186
 BS0186  HORZ ORDER  -  THIRD
 BS0186  VERT ORDER  -  FIRST     CLASS II
 BS0186
 BS0186.The horizontal coordinates were established by classical geodetic methods
 BS0186.and adjusted by the National Geodetic Survey in September 1997..
 BS0186
 BS0186.The orthometric height was determined by differential leveling
 BS0186.and adjusted by the National Geodetic Survey in June 1991..
 BS0186
 BS0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0186
 BS0186.The geoid height was determined by GEOID03.
 BS0186
 BS0186.The dynamic height is computed by dividing the NAVD 88
 BS0186.geopotential number by the normal gravity value computed on the
 BS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0186.degrees latitude (g = 980.6199 gals.).
 BS0186
 BS0186.The modeled gravity was interpolated from observed gravity values.
 BS0186
 BS0186;                    North         East     Units Scale Factor Converg.
 BS0186;SPC GA E     -   144,806.690   192,785.240   MT  0.99990064   -0 02 21.8
 BS0186;SPC GA E     -   475,086.62    632,496.24   sFT  0.99990064   -0 02 21.8
 BS0186;UTM  17      - 3,464,212.316   381,763.603   MT  0.99977243   -0 38 44.4
 BS0186
 BS0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0186!SPC GA E     -   0.99999894  x   0.99990064  =   0.99989958
 BS0186!UTM  17      -   0.99999894  x   0.99977243  =   0.99977137
 BS0186
 BS0186                          SUPERSEDED SURVEY CONTROL
 BS0186
 BS0186  NAD 83(1986)-  31 18 22.61808(N)    082 14 32.86916(W) AD(       ) 3
 BS0186  NGVD 29 (??/??/92)   35.309  (m)          115.84   (f) ADJ UNCH    1 2
 BS0186
 BS0186.Superseded values are not recommended for survey control.
 BS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0186.See file dsdata.txt to determine how the superseded data were derived.
 BS0186
 BS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8176464212(NAD 83)
 BS0186_MARKER: DR = REFERENCE MARK DISK
 BS0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0186_STAMPING: BLACKSHEAR NO 1 1935 1938
 BS0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0186+STABILITY: SURFACE MOTION
 BS0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS0186+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1994
 BS0186
 BS0186  HISTORY     - Date     Condition        Report By
 BS0186  HISTORY     - 1938     MONUMENTED       CGS
 BS0186  HISTORY     - 1961     GOOD             NGS
 BS0186  HISTORY     - 1968     GOOD             NGS
 BS0186  HISTORY     - 19940403 GOOD             NGS
 BS0186
 BS0186                          STATION DESCRIPTION
 BS0186
 BS0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BS0186'AT BLACKSHEAR.
 BS0186'AT BLACKSHEAR, 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 121 FROM
 BS0186'THE CROSSING OF THE ATLANTIC COAST LINE RAILROAD, NEAR THE
 BS0186'COUNTY COURTHOUSE, BETWEEN TWO ROWS OF AZALEA BUSHES, 108.9 FEET
 BS0186'NORTH-NORTHEAST OF THE STATION, 160 FEET SOUTHEAST OF THE EAST
 BS0186'CORNER OF THE COURTHOUSE BUILDING, 11 FEET NORTHWEST OF THE CENTER
 BS0186'ONE OF 3 OAK TREES, 3.3 FEET NORTHEAST OF A CURB LINE AROUND A
 BS0186'PARKING AREA, ABOUT 18 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 BS0186'OF MAIN STREET, 1 FOOT ABOVE THE LEVEL OF THE PARKING AREA AND
 BS0186'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BS0186
 BS0186                          STATION RECOVERY (1968)
 BS0186
 BS0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0186'RECOVERED IN GOOD CONDITION.
 BS0186
 BS0186                          STATION RECOVERY (1994)
 BS0186
 BS0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 BS0186'STATION IS IN THE CENTER OF THE CITY OF BLACKSHEAR ON COUNTY PROPERTY
 BS0186'IN FRONT OR SE OF THE COURTHOUSE, AT JUNCTION OF US 84 AND SR 15/121.
 BS0186'MARK IS 60 FT (18.3 M) PLUS/MINUS NW OF CURVING NW CURB OF HWY 84, 22
 BS0186'FT (6.7 M) NE OF EXTENDED CENTER OF HWY 15/121, 18 FT (5.5 M) NW OF
 BS0186'HWY R/W MON IN PLANTED AREA, 18 FT (5.5 M) SW OF NE OF RIGHT SIDE
 BS0186'EXTENDED OF COURTHOUSE, 2 FT (0.6 M) NE OF WITNESS POST, IN PLANTED
 BS0186'AREA ABOUT FLUSH WITH ADJOINING PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1587 ***********************************************************************
 BS1587  DESIGNATION -  BLACKSHEAR TANK TOP C OF PIPE
 BS1587  PID         -  BS1587
 BS1587  STATE/COUNTY-  GA/PIERCE
 BS1587  USGS QUAD   -  BLACKSHEAR EAST (1988)
 BS1587
 BS1587                         *CURRENT SURVEY CONTROL
 BS1587  ___________________________________________________________________
 BS1587* NAD 83(1994)-  31 18 14.61916(N)    082 14 13.99322(W)     ADJUSTED  
 BS1587* NAVD 88     -                                                        
 BS1587  ___________________________________________________________________
 BS1587  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 BS1587  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BS1587
 BS1587  HORZ ORDER  -  THIRD
 BS1587
 BS1587.The horizontal coordinates were established by classical geodetic methods
 BS1587.and adjusted by the National Geodetic Survey in September 1997..
 BS1587
 BS1587
 BS1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1587
 BS1587.The geoid height was determined by GEOID03.
 BS1587
 BS1587;                    North         East     Units Scale Factor Converg.
 BS1587;SPC GA E     -   144,560.479   193,283.969   MT  0.99990056   -0 02 12.0
 BS1587;SPC GA E     -   474,278.84    634,132.49   sFT  0.99990056   -0 02 12.0
 BS1587;UTM  17      - 3,463,960.874   382,259.636   MT  0.99977099   -0 38 34.5
 BS1587
 BS1587                          SUPERSEDED SURVEY CONTROL
 BS1587
 BS1587  NAD 83(1986)-  31 18 14.63361(N)    082 14 14.00137(W) AD(       ) 4
 BS1587  NAD 27      -  31 18 13.84500(N)    082 14 14.56400(W) AD(       ) 3
 BS1587
 BS1587.Superseded values are not recommended for survey control.
 BS1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1587.See file dsdata.txt to determine how the superseded data were derived.
 BS1587
 BS1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8226063961(NAD 83)
 BS1587_MARKER: 51 = TANK
 BS1587
 BS1587  HISTORY     - Date     Condition        Report By
 BS1587  HISTORY     - 1935     FIRST OBSERVED   CGS
 BS1587  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BS1587
 BS1587                          STATION DESCRIPTION
 BS1587
 BS1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JB)
 BS1587'STATION IS ONLY WATER TANK ABOUT 0.35 MILE ESE OF THE COURTHOUSE IN
 BS1587'BLACKSHEAR.  IT IS REALLY STEEL PAINTED ALUMINUM COLOR AND HAS
 BS1587'REPORTEDLY BEEN REPAIRED OR OVERHAULED SINCE 1935. THE REPAIRS MAY
 BS1587'HAVE SLIGHTLY DISPLACED THE 1935 DRAIN OR FEED PIPE AS IS INDICATED
 BS1587'BY THE COPMARISON OF THE ANGLE BETWEEN THE SUBJECT STATION AND THE
 BS1587'FINIAL OF THE CONCRETE STANDPIPE AS OBSERVED IN 1935 AND PRESENT
 BS1587'OBSERVATIONS FROM BLACKSHEAR MAGNETIC 1935 WHICH WAS DESTROYED
 BS1587'AFTER THE ESTABLISHMENT OF BLACKSHEAR 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1695 ***********************************************************************
 ED1695  DESIGNATION -  BLACKSTOCK
 ED1695  PID         -  ED1695
 ED1695  STATE/COUNTY-  GA/JACKSON
 ED1695  USGS QUAD   -  APPLE VALLEY (1976)
 ED1695
 ED1695                         *CURRENT SURVEY CONTROL
 ED1695  ___________________________________________________________________
 ED1695* NAD 83(1994)-  34 08 42.78501(N)    083 36 17.44047(W)     ADJUSTED  
 ED1695* NAVD 88     -       290.5    (meters)     953.     (feet)  VERTCON   
 ED1695  ___________________________________________________________________
 ED1695  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 ED1695  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED1695
 ED1695  HORZ ORDER  -  SECOND
 ED1695
 ED1695.The horizontal coordinates were established by classical geodetic methods
 ED1695.and adjusted by the National Geodetic Survey in September 1997..
 ED1695
 ED1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1695
 ED1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1695
 ED1695.The geoid height was determined by GEOID03.
 ED1695
 ED1695;                    North         East     Units Scale Factor Converg.
 ED1695;SPC GA W     -   459,752.783   751,810.451   MT  0.99993308   +0 18 55.3
 ED1695;SPC GA W     - 1,508,372.26  2,466,564.79   sFT  0.99993308   +0 18 55.3
 ED1695;UTM  17      - 3,781,323.294   259,827.517   MT  1.00031111   -1 27 46.0
 ED1695
 ED1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1695!SPC GA W     -   0.99995905  x   0.99993308  =   0.99989214
 ED1695!UTM  17      -   0.99995905  x   1.00031111  =   1.00027015
 ED1695
 ED1695:                Primary Azimuth Mark                     Grid Az
 ED1695:SPC GA W     -  BLACKSTOCK AZ MK                         060 18 14.3
 ED1695:UTM  17      -  BLACKSTOCK AZ MK                         062 04 55.6
 ED1695
 ED1695|---------------------------------------------------------------------|
 ED1695| PID    Reference Object                     Distance      Geod. Az  |
 ED1695|                                                           dddmmss.s |
 ED1695| CZ4260 BLACKSTOCK AZ MK                                   0603709.6 |
 ED1695| ED1598 COMMERCE HARMONY MILLS TANK         APPROX.15.4 KM 0694014.1 |
 ED1695| CZ4263 BLACKSTOCK RM 2                     139.772 METERS 09850     |
 ED1695| CZ4261 BLACKSTOCK AZ MK 2                                 2532230.1 |
 ED1695| CZ4262 BLACKSTOCK RM 1                      31.013 METERS 32804     |
 ED1695|---------------------------------------------------------------------|
 ED1695
 ED1695                          SUPERSEDED SURVEY CONTROL
 ED1695
 ED1695  NAD 83(1986)-  34 08 42.79169(N)    083 36 17.44029(W) AD(       ) 2
 ED1695  NAD 27      -  34 08 42.40100(N)    083 36 17.84800(W) AD(       ) 2
 ED1695  NGVD 29 (07/19/86)  290.5    (m)          953.     (f) VERT ANG       
 ED1695
 ED1695.Superseded values are not recommended for survey control.
 ED1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1695.See file dsdata.txt to determine how the superseded data were derived.
 ED1695
 ED1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5982881323(NAD 83)
 ED1695_MARKER: DS = TRIANGULATION STATION DISK
 ED1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1695
 ED1695  HISTORY     - Date     Condition        Report By
 ED1695  HISTORY     - 1935     MONUMENTED       CGS
 ED1695  HISTORY     - 1956     GOOD             CGS
 ED1695  HISTORY     - 1975     GOOD             NGS
 ED1695
 ED1695                          STATION DESCRIPTION
 ED1695
 ED1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 ED1695'ABOUT 6-1/2 MILES NORTH-NORTHEAST OF WINDER, 1-1/2 MILES NORTHWEST
 ED1695'OF JEFFERSON, IN A CULTIVATED FIELD, ON PROPERTY BELONGING TO
 ED1695'CLARENCE BLACKSTOCK, 50 YARDS SOUTH OF HOUSE, 74-1/2 FEET
 ED1695'SOUTH-SOUTHEAST OF THIRD PEACH TREE SOUTH IN THE EXTREME EAST ROW,
 ED1695'53 FEET WEST-SOUTHWEST OF PEACH TREE IN SOUTHEAST CORNER OF GARDEN,
 ED1695'18.9 FEET EAST OF SOUTHEAST CORNER POST OF SMALL ARBOR AND 10.8 FEET
 ED1695'SOUTH OF SOUTH FIELD FENCE.  TO REACH FROM CONFEDERATE MONUMENT AT
 ED1695'JEFFERSON, GO NORTHWEST 2.75 MILES ON U.S. HIGHWAY 129 TO T-ROAD.
 ED1695'TURN RIGHT 0.25 MILE TO HOUSE OF CLARENCE BLACKSTOCK ON RIGHT AND
 ED1695'STATION IN REAR OF HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 ED1695'DISKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT 8
 ED1695'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 ED1695'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS AT NORTHWEST CORNER
 ED1695'POST OF FENCE ENCLOSING GARDEN, 19 YARDS SOUTH OF SOUTHWEST CORNER
 ED1695'OF HOUSE AND 101.78 FEET NORTH-NORTHWEST OF STATION N 31
 ED1695'DEG 56 MIN W.  NO. 2 IS AT WEST EDGE OF UNCULTIVATED FIELD ON TOP OF
 ED1695'BANK, 9 YARDS EAST OF CENTER LINE OF ROAD, 2 YARDS EAST OF BANK
 ED1695'EDGE AND 458.57 FEET EAST-SOUTHEAST OF STATION S 81 DEG 10 MIN E.
 ED1695'AZIMUTH MARK IS AT WEST SIDE OF SMALL SHED, 40
 ED1695'YARDS WEST OF CENTER LINE OF ROAD AND 0.45 MILE EAST OF STATION
 ED1695'N 60 DEG 37 MIN E.  TO REACH FROM BLACKSTOCKS HOME,
 ED1695'GO EAST ON DIRT ROAD FOR 0.5 MILE TO RESIDENCE ON LEFT AND MARK.
 ED1695
 ED1695                          STATION RECOVERY (1956)
 ED1695
 ED1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1695'ONLY THE STATION MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD
 ED1695'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED, AND THE DISK
 ED1695'WAS RECLAIMED.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW REFERENCE
 ED1695'MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 ED1695'
 ED1695'THE STATION IS ABOUT 2-3/4 MILES NW OF JEFFERSON, 0.3 MILE NE OF NO.
 ED1695'129 U.S. HIGHWAY, ABOUT 40 YARDS SSE OF THE APPARENTLY HIGHEST
 ED1695'POINT IN THE VICINITY, ABOUT 276 FEET SE OF THE CENTER OF THE COUNTY
 ED1695'ROAD, AND 9 FEET E OF THE MAIN STEM ROOTING OF A LARGE SCUPPERNONG
 ED1695'VINE.  THE MARK PROJECTS 0.8 FOOT, AND THE DISK
 ED1695'IS STAMPED BLACKSTOCK 1935.
 ED1695'
 ED1695'REFERENCE STAMPED BLACKSTOCK NO. 1 1935 IS SET IN A ROUND CONCRETE
 ED1695'MONUMENT, PROJECTS 0.5
 ED1695'FOOT, IS 101.75 FEET N 31 DEG 56 MIN W FROM THE
 ED1695'STATION, ABOUT 10 YARDS SSW OF THE HIGHEST POINT OF THE HILL, 175
 ED1695'FEET SE OF THE CENTER OF THE COUNTY ROAD, 24.5 FEET SE OF THE MOST
 ED1695'EASTERLY CORNER OF CONCRETE BLOCK FOUNDATION OF A FRAME GARAGE, AND
 ED1695'7.5 FEET NE OF THE PROJECTED PLANE OF THE NE WALL OF SAME.
 ED1695'
 ED1695'REFERENCE STAMPED BLACKSTOCK NO. 3 1956 IS SET IN A ROUND CONCRETE
 ED1695'MONUMENT PROJECTING 0.6
 ED1695'FOOT, IS 205.61 FEET (SLOPE) N 38 DEG 28 MIN W FROM R.M.
 ED1695'NO. 1 (THE STATION AND R.M. NO. 3 ARE NOT INTERVISIBLE DUE TO
 ED1695'BUILDINGS), ABOUT 60 FEET W OF THE LOCAL ROAD CREST, 30 FEET NW OF
 ED1695'THE CENTER OF THE ROAD, AND 15 FEET SW OF THE PROJECTED PLANE OF
 ED1695'THE SW WALL OF THE BLACKSTOCK FRAME RESIDENCE.
 ED1695
 ED1695                          STATION RECOVERY (1975)
 ED1695
 ED1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1695'THE STATION MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED AND FOUND
 ED1695'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 ED1695'NOT RECOVERED, AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 ED1695'TIME.  THE DISTANCE AND DIRECTION CHECKED FAVORABLE TO THE 1935
 ED1695'DATA TO REFERENCE MARK 1.  REFERENCE MARK 3 WAS BLOCKED TO THE
 ED1695'STATION AND TO REFERENCE MARK 1, AND NO MEASUREMENTS OR
 ED1695'DIRECTION COULD BE MADE TO REFERENCE MARK 3.  FOLLOWING IS A NEW
 ED1695'AND COMPLETE DESCRIPTION.
 ED1695'
 ED1695'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF COMMERCE, 4.5
 ED1695'MILES SOUTHEAST OF PENDERGRASS, 2.5 MILES NORTHWEST OF JEFFERSON
 ED1695'AND IS ON PROPERTY OWNED BY MRS. BLACKSTOCK, JEFFERSON, GEORGIA.
 ED1695'
 ED1695'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11, 15
 ED1695'AND U.S. HIGHWAY 129 AT THE CENTER OF THE SQUARE AND MONUMENT IN
 ED1695'JEFFERSON.  GO NORTH ON STATE HIGHWAY 11 AND U.S. HIGHWAY 129 FOR
 ED1695'2.0 MILES TO A PAVED SIDE ROAD ON THE RIGHT, COUNTY ROUTE 234,
 ED1695'TURN RIGHT AND GO NORTHERLY ON COUNTY ROUTE 234 FOR 0.75 MILE TO
 ED1695'A GRAVEL CROSS-ROADS, TURN LEFT AND GO WEST ON THE GRAVEL ROAD
 ED1695'FOR 0.05 MILE TO THE BLACKSTOCK HOME ON THE LEFT.  (TO REACH
 ED1695'THE AZIMUTH MARK CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 0.3
 ED1695'MILE TO THE MARK ON THE RIGHT.) TURN LEFT PASSING TO THE WEST
 ED1695'SIDE OF A GARAGE AND SHED ON A TRACK ROAD FOR 0.05 MILE TO THE
 ED1695'STATION ON THE LEFT AND IN BACK OF THE BLACKSTOCK HOME.
 ED1695'
 ED1695'THE STATION MARK IS A STANDARD DISK STAMPED BLACKSTOCK 1935.  THE
 ED1695'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1695'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1695'150.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 ED1695'125.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE AND
 ED1695'103.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED.  THE
 ED1695'UNDERGROUND DISK IS AS STATED IN THE 1935 DESCRIPTION.
 ED1695'
 ED1695'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACKSTOCK NO 1 1935,
 ED1695'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ED1695'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 53.5 FEET
 ED1695'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 24.5 FEET SOUTHEAST OF
 ED1695'THE SOUTHEAST CORNER OF THE GARAGE AND 5 FEET SOUTH-SOUTHEAST OF
 ED1695'AN APPLE TREE.
 ED1695'
 ED1695'REFERENCE MARK 3, A STANDARD DISK STAMPED BLACKSTOCK NO 3 1956,
 ED1695'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1695'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET
 ED1695'SOUTHWEST OF A DRIVEWAY LEADING TO A BARN, 32 FEET NORTHEAST OF
 ED1695'THE GRAVEL ROAD AND 11.8 FEET EAST-SOUTHEAST OF A FENCE
 ED1695'CORNER.
 ED1695'
 ED1695'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 ED1695'BLACKSTOCK 1935 AZ 2 1975, IS CEMENTED IN A DRILL HOLE IN A
 ED1695'BOULDER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1695'57.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAYS 129 AND 11, 27 FEET
 ED1695'NORTH-NORTHWEST OF THE GRAVEL ROAD, 17 FEET EAST-SOUTHEAST OF A
 ED1695'UTILITY POLE AND 3.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 ED1695'POST.
 ED1695'
 ED1695'HEIGHT OF LIGHT ABOVE STATION MARK 99.4 FEET.
 ED1695'
 ED1695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1695'2.5 MILES NORTHWEST OF JEFFERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2477 ***********************************************************************
 CL2477  DESIGNATION -  BLACKWELL
 CL2477  PID         -  CL2477
 CL2477  STATE/COUNTY-  GA/HOUSTON
 CL2477  USGS QUAD   -  PERRY EAST (1985)
 CL2477
 CL2477                         *CURRENT SURVEY CONTROL
 CL2477  ___________________________________________________________________
 CL2477* NAD 83(1994)-  32 26 49.74277(N)    083 44 58.70880(W)     ADJUSTED  
 CL2477* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 CL2477  ___________________________________________________________________
 CL2477  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2477  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CL2477
 CL2477  HORZ ORDER  -  THIRD
 CL2477
 CL2477.The horizontal coordinates were established by classical geodetic methods
 CL2477.and adjusted by the National Geodetic Survey in September 1997..
 CL2477
 CL2477.The orthometric height was scaled from a topographic map.
 CL2477
 CL2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2477
 CL2477.The geoid height was determined by GEOID03.
 CL2477
 CL2477;                    North         East     Units Scale Factor Converg.
 CL2477;SPC GA W     -   271,373.339   739,209.820   MT  0.99991895   +0 13 25.5
 CL2477;SPC GA W     -   890,330.70  2,425,224.22   sFT  0.99991895   +0 13 25.5
 CL2477;UTM  17      - 3,593,330.108   241,507.609   MT  1.00042405   -1 28 33.8
 CL2477
 CL2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2477!SPC GA W     -   0.99998552  x   0.99991895  =   0.99990447
 CL2477!UTM  17      -   0.99998552  x   1.00042405  =   1.00040956
 CL2477
 CL2477:                Primary Azimuth Mark                     Grid Az
 CL2477:SPC GA W     -  WILLINGHAM                               047 38 33.0
 CL2477:UTM  17      -  WILLINGHAM                               049 20 32.3
 CL2477
 CL2477|---------------------------------------------------------------------|
 CL2477| PID    Reference Object                     Distance      Geod. Az  |
 CL2477|                                                           dddmmss.s |
 CL2477| CL2661 WILLINGHAM                          APPROX.15.5 KM 0475158.5 |
 CL2477| CY7801 BLACKWELL AZ MK                                    0543703.2 |
 CL2477| CY7802 BLACKWELL RM 1                       35.128 METERS 07908     |
 CL2477| CY7803 BLACKWELL RM 2                       43.855 METERS 19724     |
 CL2477| CL2478 BLACKWELL 2                           5.950 METERS 32439     |
 CL2477|---------------------------------------------------------------------|
 CL2477
 CL2477                          SUPERSEDED SURVEY CONTROL
 CL2477
 CL2477  NAD 83(1986)-  32 26 49.74697(N)    083 44 58.70719(W) AD(       ) 3
 CL2477  NAD 27      -  32 26 49.20800(N)    083 44 59.03500(W) AD(       ) 3
 CL2477
 CL2477.Superseded values are not recommended for survey control.
 CL2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2477.See file dsdata.txt to determine how the superseded data were derived.
 CL2477
 CL2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4150893330(NAD 83)
 CL2477_MARKER: DS = TRIANGULATION STATION DISK
 CL2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2477
 CL2477  HISTORY     - Date     Condition        Report By
 CL2477  HISTORY     - 1935     MONUMENTED       CGS
 CL2477  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CL2477  HISTORY     - 1955     SEE DESCRIPTION  USGS
 CL2477
 CL2477                          STATION DESCRIPTION
 CL2477
 CL2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2477'ABOUT 1.2 MILES SOUTHWEST OF PERRY, ON PROPERTY BELONGING TO A.C.
 CL2477'BLACKWELL, 57.2 FEET NORTHEAST OF SOUTHEAST CORNER OF BLACKWELL
 CL2477'SERVICE STATION, 45.8 FEET SOUTH OF 36-INCH OAK TREE, 24.7 FEET
 CL2477'NORTHWEST OF CENTER LINE OF U.S. HIGHWAY 41 AND 9 FEET
 CL2477'SOUTH-SOUTHWEST OF GASOLINE PUMP.  TO REACH FROM CONFEDERATE STATUE
 CL2477'AT PERRY, GO SOUTHWEST ON U.S. HIGHWAY 41 FOR 1.2 MILES TO A.C.
 CL2477'BLACKWELL SERVICE STATION AND STATION ON RIGHT.  SURFACE AND
 CL2477'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CL2477'UPPER MARK IS ABOUT 3 INCHES BELOW SURFACE OF GROUND.  REFERENCE
 CL2477'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CL2477'REFERENCE MARK NO. 1 IS 22 PACES EAST-NORTHEAST OF TELEPHONE POLE,
 CL2477'10 PACES SOUTHEAST OF CENTER LINE OF HIGHWAY AND 115.25 FEET EAST
 CL2477'OF STATION N 79 DEG 07 MIN E.  NO. 2 IS 12 PACES SOUTHEAST
 CL2477'OF CENTER LINE OF HIGHWAY, 3 PACES NORTHEAST OF FENCE CORNER AND
 CL2477'143.88 FEET SOUTH-SOUTHWEST OF STATION S 17 DEG 22 MIN W.
 CL2477'AZIMUTH MARK IS 12 PACES SOUTH-SOUTHWEST OF TELEPHONE POLE, 10
 CL2477'PACES SOUTHEAST OF CENTER LINE OF HIGHWAY AND 350 FEET NORTHEAST OF
 CL2477'STATION N 54 DEG 37 MIN E.
 CL2477
 CL2477                          STATION RECOVERY (1954)
 CL2477
 CL2477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL2477'THE SURFACE MARK WAS FOUND DISTURBED.  THE SUBSURFACE MARK WAS FOUND
 CL2477'IN ITS ORIGINAL POSITION ABOUT 4 FT. BELOW THE SURFACE OF THE
 CL2477'GROUND.  REFERENCE MARK 1 WAS RECOVERED PROJECTING ABOUT 2 FT. ABOVE
 CL2477'GROUND.  REFERENCE MARK 2 WAS FOUND ABOUT 1 FT. BELOW THE SURFACE
 CL2477'OF THE GROUND, DISTURBED BY HEAVY MACHINERY.  THE AZIMUTH MARK WAS
 CL2477'FOUND IN GOOD CONDITION PROJECTING ABOUT 18 IN.  THE COMPLETE
 CL2477'STATION WAS REQUESTED TO BE MOVED BY THE GEORGIA STATE HIGHWAY
 CL2477'DEPARTMENT.  A NEW STATION, BLACKWELL 2, WAS ESTABLISHED 5.950 M.
 CL2477'NW OF THE STATION.  THE SURFACE MARK, REFERENCE MARKS 1 AND 2, AND
 CL2477'THE AZIMUTH MARK WERE RECLAIMED.
 CL2477'
 CL2477'THE UNDERGROUND STATION MARK IS LOCATED 1.2 MI. S ALONG U.S.
 CL2477'HIGHWAY 41 FROM THE INTERSECTION OF U.S. HIGHWAYS 441 AND 41 IN
 CL2477'PERRY.  IT IS 57 FT. NE OF THE NE CORNER OF MILLERS BRICK STORE AND
 CL2477'FILLING STATION, 78 FT. E-NE OF THE NW CORNER OF THE SAME BUILDING,
 CL2477'48 FT. S OF THE SE CORNER OF THE PORCH OF THE BLACKWELL HOME, AND
 CL2477'9.5 FT. S OF A POWER POLE BETWEEN THE HOUSE AND FILLING STATION.  IT
 CL2477'IS A STANDARD DISK, STAMPED BLACKWELL 1935 AND SET 4 FT. BELOW THE
 CL2477'SURFACE OF THE GROUND.
 CL2477'
 CL2477'A TRAVERSE CONNECTION WAS MADE TO STATION BLACKWELL 2 AND IT IS
 CL2477'5.950 M. (19.52 FT.) NW OF THE STATION.
 CL2477'
 CL2477'NOTE--THE OLD SURFACE MARK IS BURIED UNDER GROUND.  BLACKWELL 1935
 CL2477'IS AT THE NE END OF THE OLD SURFACE MARK.
 CL2477
 CL2477                          STATION RECOVERY (1955)
 CL2477
 CL2477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CL2477'STATION WAS DESTROYED WHEN DUAL LANE HIGHWAY WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2478 ***********************************************************************
 CL2478  DESIGNATION -  BLACKWELL 2
 CL2478  PID         -  CL2478
 CL2478  STATE/COUNTY-  GA/HOUSTON
 CL2478  USGS QUAD   -  PERRY EAST (1985)
 CL2478
 CL2478                         *CURRENT SURVEY CONTROL
 CL2478  ___________________________________________________________________
 CL2478* NAD 83(1994)-  32 26 49.90030(N)    083 44 58.84062(W)     ADJUSTED  
 CL2478* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 CL2478  ___________________________________________________________________
 CL2478  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2478  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CL2478
 CL2478  HORZ ORDER  -  THIRD
 CL2478
 CL2478.The horizontal coordinates were established by classical geodetic methods
 CL2478.and adjusted by the National Geodetic Survey in September 1997..
 CL2478.No horizontal observational check was made to the station.
 CL2478
 CL2478.The orthometric height was scaled from a topographic map.
 CL2478
 CL2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2478
 CL2478.The geoid height was determined by GEOID03.
 CL2478
 CL2478;                    North         East     Units Scale Factor Converg.
 CL2478;SPC GA W     -   271,378.178   739,206.358   MT  0.99991895   +0 13 25.4
 CL2478;SPC GA W     -   890,346.57  2,425,212.86   sFT  0.99991895   +0 13 25.4
 CL2478;UTM  17      - 3,593,335.050   241,504.290   MT  1.00042407   -1 28 33.9
 CL2478
 CL2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2478!SPC GA W     -   0.99998552  x   0.99991895  =   0.99990447
 CL2478!UTM  17      -   0.99998552  x   1.00042407  =   1.00040958
 CL2478
 CL2478:                Primary Azimuth Mark                     Grid Az
 CL2478:SPC GA W     -  BLACKWELL AZ MK                          057 20 55.0
 CL2478:UTM  17      -  BLACKWELL AZ MK                          059 02 54.3
 CL2478
 CL2478|---------------------------------------------------------------------|
 CL2478| PID    Reference Object                     Distance      Geod. Az  |
 CL2478|                                                           dddmmss.s |
 CL2478| CY7801 BLACKWELL AZ MK                                    0573420.4 |
 CL2478| CL2477 BLACKWELL                             5.950 METERS 14439     |
 CL2478| CY7805 BLACKWELL 2 RM 4                     20.878 METERS 23452     |
 CL2478| CY7804 BLACKWELL 2 RM 3                     21.360 METERS 31239     |
 CL2478|---------------------------------------------------------------------|
 CL2478
 CL2478                          SUPERSEDED SURVEY CONTROL
 CL2478
 CL2478  NAD 83(1986)-  32 26 49.90450(N)    083 44 58.83901(W) AD(       ) 3
 CL2478  NAD 27      -  32 26 49.36600(N)    083 44 59.16700(W) AD(       ) 3
 CL2478
 CL2478.Superseded values are not recommended for survey control.
 CL2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2478.See file dsdata.txt to determine how the superseded data were derived.
 CL2478
 CL2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4150493335(NAD 83)
 CL2478_MARKER: DS = TRIANGULATION STATION DISK
 CL2478_SETTING: 0 = UNSPECIFIED SETTING
 CL2478
 CL2478  HISTORY     - Date     Condition        Report By
 CL2478  HISTORY     - 1954     MONUMENTED       CGS
 CL2478  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL2478  HISTORY     - 1971     MARK NOT FOUND   USGS
 CL2478
 CL2478                          STATION DESCRIPTION
 CL2478
 CL2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL2478'STATION IS LOCATED 1.2 MI. S ALONG U.S. HIGHWAY 41 FROM ITS
 CL2478'JUNCTION WITH U.S. HIGHWAY 441 IN PERRY.  IT IS IN THE SE CORNER OF
 CL2478'THE FRONT LAWN OF THE A.C. BLACKWELL HOME, BETWEEN THE SMALL BRICK
 CL2478'STORE AND THE HOUSE.  IT IS 51.5 FT. N-NE OF THE NE CORNER OF THE
 CL2478'MILLER BRICK STORE AND FILLING STATION, 66 FT. NE OF THE NW CORNER
 CL2478'OF THE SAME STORE, 35 FT. S OF THE SE CORNER OF THE BLACKWELL HOME,
 CL2478'AND 9.5 FT. N OF A POWER POLE.  SURFACE STATION MARK IS A STANDARD
 CL2478'STATION DISK, STAMPED BLACKWELL 2 1954 AND SET IN CONCRETE 6 IN.
 CL2478'BELOW THE SURFACE OF THE GROUND.
 CL2478'
 CL2478'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CL2478'CONCRETE POST.
 CL2478'
 CL2478'REFERENCE MARK 3 IS NW OF THE STATION, 35 FT. SW OF THE SW CORNER OF
 CL2478'THE BLACKWELL HOME, 71.5 FT. NW OF THE NE CORNER OF THE STORE, 53 FT.
 CL2478'N OF THE NW CORNER OF THE STORE, AND 78 FT. N-NW OF A POWER POLE
 CL2478'NEAR THE STATION.  IT IS 7.5 FT. SW OF A LARGE TREE, AT THE W
 CL2478'BOUNDARY OF THE BLACKWELL PROPERTY.  IT IS A STANDARD REFERENCE-MARK
 CL2478'DISK, STAMPED BLACKWELL 2 NO 3 1954 AND SET IN CONCRETE PROJECTING
 CL2478'4 IN.
 CL2478'
 CL2478'REFERENCE MARK 4 IS SW OF THE STATION.  IT IS STAMPED BLACKWELL 2
 CL2478'NO 4 1954 AND SET IN A DRILL HOLE IN THE SE CORNER OF THE WALK
 CL2478'AROUND THE MILLER STORE AND FILLING STATION.
 CL2478'
 CL2478'NO AZIMUTH MARK WAS SET FOR THIS STATION.  THE PERRY MUNICIPAL WATER
 CL2478'TANK WILL SERVE AS THE AZIMUTH MARK.
 CL2478'
 CL2478'A TRAVERSE CONNECTION WAS MADE FROM THE SUBSURFACE MARK OF STATION
 CL2478'BLACKWELL.
 CL2478
 CL2478                          STATION RECOVERY (1955)
 CL2478
 CL2478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CL2478'STATION COULD NOT BE FOUND--MAY HAVE BEEN DESTROYED WHEN LAND WAS
 CL2478'GRADED ALONG EDGE OF HIGHWAY.
 CL2478'
 CL2478'BOTH REFERENCE MARKS ARE OKAY.
 CL2478
 CL2478                          STATION RECOVERY (1971)
 CL2478
 CL2478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JES)
 CL2478'STATION COULD NOT BE FOUND.  IT MAY HAVE BEEN DESTROYED WHEN LAND
 CL2478'WAS GRADED ALONG EDGE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2487 ***********************************************************************
 CL2487  DESIGNATION -  BLACKWELL 3
 CL2487  PID         -  CL2487
 CL2487  STATE/COUNTY-  GA/HOUSTON
 CL2487  USGS QUAD   -  PERRY EAST (1985)
 CL2487
 CL2487                         *CURRENT SURVEY CONTROL
 CL2487  ___________________________________________________________________
 CL2487* NAD 83(1994)-  32 26 43.05638(N)    083 44 57.00811(W)     ADJUSTED  
 CL2487* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 CL2487  ___________________________________________________________________
 CL2487  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL2487  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CL2487
 CL2487  HORZ ORDER  -  FIRST
 CL2487
 CL2487.The horizontal coordinates were established by classical geodetic methods
 CL2487.and adjusted by the National Geodetic Survey in September 1997..
 CL2487
 CL2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2487
 CL2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2487
 CL2487.The geoid height was determined by GEOID03.
 CL2487
 CL2487;                    North         East     Units Scale Factor Converg.
 CL2487;SPC GA W     -   271,167.563   739,255.043   MT  0.99991900   +0 13 26.4
 CL2487;SPC GA W     -   889,655.58  2,425,372.59   sFT  0.99991900   +0 13 26.4
 CL2487;UTM  17      - 3,593,122.976   241,546.728   MT  1.00042380   -1 28 32.6
 CL2487
 CL2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2487!SPC GA W     -   0.99998555  x   0.99991900  =   0.99990455
 CL2487!UTM  17      -   0.99998555  x   1.00042380  =   1.00040934
 CL2487
 CL2487:                Primary Azimuth Mark                     Grid Az
 CL2487:SPC GA W     -  PERRY VALLEY DR MUN TANK                 000 18 20.2
 CL2487:UTM  17      -  PERRY VALLEY DR MUN TANK                 002 00 19.2
 CL2487
 CL2487|---------------------------------------------------------------------|
 CL2487| PID    Reference Object                     Distance      Geod. Az  |
 CL2487|                                                           dddmmss.s |
 CL2487| CL2495 PERRY VALLEY DR MUN TANK            APPROX. 2.6 KM 0003146.6 |
 CL2487| CY7806 BLACKWELL 3 RM 5                     18.677 METERS 01406     |
 CL2487| CL2490 PERRY RAD STA WPGA MAST             209.171 METERS 03314     |
 CL2487| CL2494 PERRY MACON ST MUN TANK             APPROX. 2.4 KM 0443529.2 |
 CL2487| CL2491 PERRY TUCKER RD MUN TANK            APPROX. 3.7 KM 0810924.5 |
 CL2487| CL2551 HOUSTON COUNTY LOT                  APPROX. 7.2 KM 2100251.3 |
 CL2487| CY7808 BLACKWELL 3 RM 7                                   2264355.8 |
 CL2487| CY7807 BLACKWELL 3 RM 6                     21.633 METERS 24545     |
 CL2487| CL2707 FORT VALLEY BIBB CO TANK            APPROX.14.4 KM 3090113.3 |
 CL2487| CL2488 PERRY SEARS RD MUN TANK              23.597 METERS 33603     |
 CL2487|---------------------------------------------------------------------|
 CL2487
 CL2487                          SUPERSEDED SURVEY CONTROL
 CL2487
 CL2487  NAD 83(1986)-  32 26 43.06045(N)    083 44 57.00664(W) AD(       ) 1
 CL2487  NAD 27      -  32 26 42.51793(N)    083 44 57.33963(W) AD(       ) 1
 CL2487  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG       
 CL2487
 CL2487.Superseded values are not recommended for survey control.
 CL2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2487.See file dsdata.txt to determine how the superseded data were derived.
 CL2487
 CL2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4154793123(NAD 83)
 CL2487_MARKER: DS = TRIANGULATION STATION DISK
 CL2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2487
 CL2487  HISTORY     - Date     Condition        Report By
 CL2487  HISTORY     - 1974     MONUMENTED       NGS
 CL2487
 CL2487                          STATION DESCRIPTION
 CL2487
 CL2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CL2487'THIS STATION WAS ESTABLISHED BECAUSE TRIANGULATION STATION
 CL2487'BLACKWELL 2 AND ALL MARKS WAS DESTROYED BY ROAD CONSTRUCTION.
 CL2487'
 CL2487'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF PERRY, 0.5
 CL2487'MILE WEST OF INTERSTATE HIGHWAY 75, ON LAND OWNED BY THE CITY,
 CL2487'OUTSIDE OF A FENCE CONTAINING A MUNICIPAL WATER TANK.
 CL2487'
 CL2487'TO REACH THE STATION FROM THE COURTHOUSE IN PERRY, GO NORTH ON
 CL2487'BALL STREET FOR 1 BLOCK TO COMMERCE STREET.  TURN LEFT AND GO
 CL2487'WEST ON U.S. HIGHWAY 41 FOR 1.2 MILES TO SEARS ROAD ON THE
 CL2487'LEFT.  (TO REACH REFERENCE MARK 7, CONTINUE WEST ON CARROLL
 CL2487'BOULEVARD FOR 0.35 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 CL2487'SOUTH ON HAY ROAD (PARALLELING THE INTERSTATE HIGHWAY) FOR 0.15
 CL2487'MILE TO THE MARK ON THE RIGHT.) TURN LEFT AND GO SOUTH ON
 CL2487'SEARS ROAD FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 CL2487'RIGHT AND GO SOUTHWEST ACROSS LAWN FOR 0.05 MILE TO THE
 CL2487'STATION ON THE SOUTH SIDE OF THE WATER TANK.
 CL2487'
 CL2487'STATION MARKS ARE STANDARD DISKS STAMPED BLACKWELL 3 1974.  THE
 CL2487'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CL2487'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 77.5
 CL2487'FEET SOUTH-SOUTHWEST OF THE NORTHEAST FENCE CORNER, 73 FEET
 CL2487'EAST-NORTHEAST OF A UTILITY POLE WITH TRANSFORMER AND 31 FEET
 CL2487'SOUTHEAST OF THE SOUTHEAST FENCE CORNER.
 CL2487'
 CL2487'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 CL2487'MASS 40 INCHES BELOW GROUND.
 CL2487'
 CL2487'REFERENCE MARK 5, A STANDARD DISK STAMPED BLACKWELL 3 NO 5 1974,
 CL2487'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2487'THAT IS FLUSH WITH THE GROUND.  IT IS 17.2 FEET SOUTHWEST OF THE
 CL2487'NORTHEAST FENCE CORNER AND 1 FOOT SOUTHEAST OF THE FENCE.
 CL2487'
 CL2487'REFERENCE MARK 6, A STANDARD DISK STAMPED BLACKWELL 3 NO 6 1974,
 CL2487'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2487'THAT IS FLUSH WITH THE GROUND.  IT IS 58 FEET SOUTHWEST OF THE
 CL2487'SOUTHEAST FENCE CORNER, 6 FEET SOUTHEAST OF THE UTILITY POLE,
 CL2487'1.8 FEET SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTHEAST
 CL2487'OF A CUT BANK.
 CL2487'
 CL2487'REFERENCE MARK 7, A STANDARD DISK STAMPED AZ BLACKWELL 3 NO 7
 CL2487'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CL2487'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 59.5 FEET SOUTH
 CL2487'OF A UTILITY POLE, 17 FEET WEST OF THE ROAD CENTER, 1.5 FEET
 CL2487'NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 CL2487'
 CL2487'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0366 ***********************************************************************
 CL0366  DESIGNATION -  BLAKE=L 29
 CL0366  PID         -  CL0366
 CL0366  STATE/COUNTY-  GA/LAURENS
 CL0366  USGS QUAD   -  SCOTT (1974)
 CL0366
 CL0366                         *CURRENT SURVEY CONTROL
 CL0366  ___________________________________________________________________
 CL0366* NAD 83(1994)-  32 34 30.25795(N)    082 42 48.06886(W)     ADJUSTED  
 CL0366* NAVD 88     -        91.311  (meters)     299.58   (feet)  ADJUSTED  
 CL0366  ___________________________________________________________________
 CL0366  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CL0366  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CL0366  DYNAMIC HT  -          91.207 (meters)     299.24  (feet)  COMP
 CL0366  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CL0366
 CL0366  HORZ ORDER  -  FIRST
 CL0366  VERT ORDER  -  FIRST     CLASS II
 CL0366
 CL0366.The horizontal coordinates were established by classical geodetic methods
 CL0366.and adjusted by the National Geodetic Survey in September 1997..
 CL0366
 CL0366.The orthometric height was determined by differential leveling
 CL0366.and adjusted by the National Geodetic Survey in June 1991..
 CL0366
 CL0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0366
 CL0366.The geoid height was determined by GEOID03.
 CL0366
 CL0366.The dynamic height is computed by dividing the NAVD 88
 CL0366.geopotential number by the normal gravity value computed on the
 CL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0366.degrees latitude (g = 980.6199 gals.).
 CL0366
 CL0366.The modeled gravity was interpolated from observed gravity values.
 CL0366
 CL0366;                    North         East     Units Scale Factor Converg.
 CL0366;SPC GA E     -   285,613.093   148,671.767   MT  0.99993248   -0 17 39.6
 CL0366;SPC GA E     -   937,048.96    487,767.29   sFT  0.99993248   -0 17 39.6
 CL0366;UTM  17      - 3,605,475.864   339,172.786   MT  0.99991895   -0 55 21.6
 CL0366
 CL0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0366!SPC GA E     -   0.99999013  x   0.99993248  =   0.99992261
 CL0366!UTM  17      -   0.99999013  x   0.99991895  =   0.99990908
 CL0366
 CL0366|---------------------------------------------------------------------|
 CL0366| PID    Reference Object                     Distance      Geod. Az  |
 CL0366|                                                           dddmmss.s |
 CL0366| CY7248 BLAKE RM=K 29                        12.413 METERS 03718     |
 CL0366| CL0364 BEALL=I 29                          APPROX. 2.0 KM 2973250.9 |
 CL0366|---------------------------------------------------------------------|
 CL0366
 CL0366                          SUPERSEDED SURVEY CONTROL
 CL0366
 CL0366  NAD 83(1986)-  32 34 30.26246(N)    082 42 48.06761(W) AD(       ) 1
 CL0366  NAD 27      -  32 34 29.65700(N)    082 42 48.58300(W) AD(       ) 1
 CL0366  NGVD 29 (??/??/92)   91.501  (m)          300.20   (f) ADJ UNCH    1 2
 CL0366
 CL0366.Superseded values are not recommended for survey control.
 CL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0366.See file dsdata.txt to determine how the superseded data were derived.
 CL0366
 CL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3917305476(NAD 83)
 CL0366_MARKER: DS = TRIANGULATION STATION DISK
 CL0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0366_STAMPING: ELEV 300 L 29 BLAKE 1918
 CL0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0366+STABILITY: SURFACE MOTION
 CL0366
 CL0366  HISTORY     - Date     Condition        Report By
 CL0366  HISTORY     - 1918     MONUMENTED       CGS
 CL0366  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL0366  HISTORY     - 1950     GOOD             CGS
 CL0366  HISTORY     - 1962     GOOD             CGS
 CL0366  HISTORY     - 1962     GOOD             NGS
 CL0366  HISTORY     - 1968     GOOD             CGS
 CL0366  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0366
 CL0366                          STATION DESCRIPTION
 CL0366
 CL0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL0366'ABOUT 5-1/4 MILES EAST OF BREWTON, ON NORTH SIDE OF THE
 CL0366'CENTRAL OF GEORGIA RAILWAY, 6 TELEGRAPH POLES EAST OF BRIDGE
 CL0366'1289, AT WEST END OF A CUT, 18.4 FEET FROM NORTH RAIL, AND ON
 CL0366'THE EXTENSION OF EAST TANGENT OF NORTH RAIL.  REFERENCE
 CL0366'MARK = K-29 IS IN FIELD, 12.413 METERS (40.72 FEET)
 CL0366'FROM STATION IN GRID AZIMUTH 217 DEG 36 MIN.  IN 1934 UNABLE
 CL0366'TO LOCATE STATION MARK, AND REFERENCE MARK REPORTED DESTROYED.
 CL0366
 CL0366                          STATION RECOVERY (1950)
 CL0366
 CL0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0366'STATION MARK WAS RECOVERED AS DESCRIBED EXCEPT FOR CHANGED
 CL0366'CONDITIONS, BUT ONLY TWO SMALL PIECES OF CONCRETE COULD BE FOUND
 CL0366'NEAR THE REFERENCE MARK LOCATION.  STAMPED ELEVATION ON THE
 CL0366'STATION MARK WAS CORRECTED TO THE NEAREST FOOT ONLY.
 CL0366'
 CL0366'STATION IS ABOUT 4.2 MILES NW ALONG THE OLD ROADBED OF THE
 CL0366'ABANDONED AND REMOVED CENTRAL OF GEORGIA RAILROAD FROM THE
 CL0366'VILLAGE OF SCOTT, ON THE OUTSIDE OF A CURVE IN THE ROADBED, ABOUT
 CL0366'100 YARDS NW OF THE CREST OF A RIDGE, ABOUT 260 FEET E OF THE W
 CL0366'END OF AN OLD CUT, 54.6 FEET NE OF CREOSOTED TELEPHONE POLE
 CL0366'154, 22 FEET NNE OF THE CENTER LINE OF THE ROADBED, 4 FEET S OF
 CL0366'A TRIANGULAR MOUND, IN A TRIANGULAR DEPRESSION, AND 5.3 FEET
 CL0366'HIGHER THAN THE LEVEL OF THE ROADBED.
 CL0366'
 CL0366'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  THE
 CL0366'SURFACE MARK IS ABOUT FLUSH WITH THE GENERAL LEVEL OF THE
 CL0366'GROUND, 7 INCHES BELOW THE TOP OF WASTE EARTH, AND THE DISK IS
 CL0366'STAMPED BLAKE L 29 1918 ELEV. 300.
 CL0366'
 CL0366'AT THE GIVEN DISTANCE OF 37.07 FEET AND NEAR THE GIVEN AZIMUTH OF
 CL0366'181 DEG 22 MIN (GRID) THERE WERE FOUND TWO SMALL PIECES OF
 CL0366'CONCRETE.  ONE PIECE OF THE TWO HAD A ROUNDED EDGE WHICH IS
 CL0366'COMMON TO THE SURVEY MONUMENTS ALONG THIS LINE.
 CL0366
 CL0366                          STATION RECOVERY (1962)
 CL0366
 CL0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0366'ABOUT 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 CL0366'OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON, THENCE
 CL0366'2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.6 MILES EAST
 CL0366'ALONG AN ABANDONED RAILROAD BED AND A TELEPHONE LINE, 0.8 MILE
 CL0366'EAST OF A GRADED ROAD CROSSING, 0.2 MILE EAST OF A 6 FOOT BOX
 CL0366'CULVERT UNDER THE ABANDONED RAILROAD, ABOUT 0.1 MILE EAST OF A
 CL0366'WOODS ROAD CROSSING, 23 FEET NORTH OF THE CENTER LINE OF THE
 CL0366'BED, 54-1/2 FEET NORTHEAST AND ACROSS THE ABANDONED BED FROM
 CL0366'TELEPHONE POLE NO. 154, 1 FOOT WEST OF A STEEL WITNESS POST,
 CL0366'6 FEET ABOVE THE LEVEL OF THE BED AND SET IN THE TOP OF A
 CL0366'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 CL0366'GROUND.
 CL0366
 CL0366                          STATION RECOVERY (1962)
 CL0366
 CL0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0366'5.2 MI E FROM BREWTON.
 CL0366'ABOUT 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 CL0366'OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON, THENCE 2.0
 CL0366'MILES EAST ALONG A GRADED ROAD, THENCE 2.6 MILES EAST ALONG AN
 CL0366'ABANDONED RAILROAD BED AND A TELEPHONE LINE, 0.8 MILE EAST OF A
 CL0366'GRADED ROAD CROSSING, 0.2 MILE EAST OF A 6 FOOT BOX CULVERT UNDER
 CL0366'THE ABANDONED RAILROAD, ABOUT 0.1 MILE EAST OF A WOODS ROAD CROSSING,
 CL0366'23 FEET NORTH OF THE CENTER LINE OF THE BED, 54 1/2 FEET NORTHEAST
 CL0366'AND ACROSS THE ABANDONED BED FROM TELEPHONE POLE NO. 154, 1 FOOT
 CL0366'WEST OF A STEEL WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE BED AND
 CL0366'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 CL0366'OF THE GROUND.
 CL0366
 CL0366                          STATION RECOVERY (1968)
 CL0366
 CL0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL0366'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 CL0366'WAS SEARCHED FOR BUT NOT FOUND.
 CL0366'
 CL0366'STATION IS ABOUT 5.25 MILES EAST OF BREWTON, ON THE NORTH SIDE
 CL0366'OF AN OLD RAILROAD BED, 21 FT. NORTHEAST OF A 5 INCH PINE TREE
 CL0366'WITH A TRIANGULAR BLAZE AND 1 FT. WEST OF A WITNESS POST.  THE
 CL0366'MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BLAKE
 CL0366'1918 L 29 ELEV 300.
 CL0366'
 CL0366'TO REACH FROM THE POST OFFICE IN ADRIAN GO WEST ON U.S. HIGHWAY
 CL0366'80 FOR 4.8 MILES TO THE SCOTT POST OFFICE, CONTINUE WEST ON
 CL0366'HIGHWAY 80 FOR 2.5 MILES TO A SIDE ROAD RIGHT, AT CATERS CHAPEL
 CL0366'CHURCH, TURN RIGHT AND GO NORTH ON SAND ROAD FOR 1.7 MILES TO A
 CL0366'SIDE RIGHT, TURN RIGHT AND GO EAST FOR 0.35 MILES TO A REVERSE Y
 CL0366'INTERSECTION AND ON OLD RAILROAD BED, TURN RIGHT AND GO EAST
 CL0366'ON OLD RAILROAD BED FOR 0.75 MILES TO THE STATION ON THE
 CL0366'LEFT.
 CL0366
 CL0366                          STATION RECOVERY (1974)
 CL0366
 CL0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0411 ***********************************************************************
 BT0411  DESIGNATION -  BLAKELY
 BT0411  PID         -  BT0411
 BT0411  STATE/COUNTY-  GA/EARLY
 BT0411  USGS QUAD   -  BLAKELY NORTH (1973)
 BT0411
 BT0411                         *CURRENT SURVEY CONTROL
 BT0411  ___________________________________________________________________
 BT0411* NAD 83(1986)-  31 22 44.     (N)    084 55 59.     (W)     SCALED    
 BT0411* NAVD 88     -        77.132  (meters)     253.06   (feet)  ADJUSTED  
 BT0411  ___________________________________________________________________
 BT0411  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT0411  DYNAMIC HT  -          77.038 (meters)     252.75  (feet)  COMP
 BT0411  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 BT0411  OBS GRAVITY -     979,411.8   (mgal)                       GRAV_OBS
 BT0411
 BT0411  VERT ORDER  -  SECOND    CLASS 0
 BT0411
 BT0411.The horizontal coordinates were scaled from a topographic map and have
 BT0411.an estimated accuracy of +/- 6 seconds.
 BT0411
 BT0411.The orthometric height was determined by differential leveling
 BT0411.and adjusted by the National Geodetic Survey in June 1991..
 BT0411
 BT0411.The geoid height was determined by GEOID03.
 BT0411
 BT0411.The dynamic height is computed by dividing the NAVD 88
 BT0411.geopotential number by the normal gravity value computed on the
 BT0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0411.degrees latitude (g = 980.6199 gals.).
 BT0411
 BT0411.The modeled gravity was interpolated from observed gravity values.
 BT0411.The observed gravity was obtained from relative gravimeter ties
 BT0411.to the IGSN71 gravity network.
 BT0411
 BT0411;                    North         East    Units  Estimated Accuracy
 BT0411;SPC GA W     -   153,110.      627,100.      MT  (+/- 180 meters Scaled)
 BT0411
 BT0411                          SUPERSEDED SURVEY CONTROL
 BT0411
 BT0411  NGVD 29 (??/??/92)   77.206  (m)          253.30   (f) ADJ UNCH    2 0
 BT0411
 BT0411.Superseded values are not recommended for survey control.
 BT0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0411.See file dsdata.txt to determine how the superseded data were derived.
 BT0411
 BT0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV965734(NAD 83)
 BT0411_MARKER: DB = BENCH MARK DISK
 BT0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0411_STAMPING: BLAKELY 1933
 BT0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0411+STABILITY: SURFACE MOTION
 BT0411
 BT0411  HISTORY     - Date     Condition        Report By
 BT0411  HISTORY     - 1933     MONUMENTED       CGS
 BT0411  HISTORY     - 1934     GOOD             NGS
 BT0411
 BT0411                          STATION DESCRIPTION
 BT0411
 BT0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BT0411'AT BLAKELY.
 BT0411'AT BLAKELY, EARLY COUNTY, AT THE CITY WATER TANK, AND IN THE TOP
 BT0411'OF THE CONCRETE BASE OF THE NORTHEAST LEG.  A STANDARD DISK,
 BT0411'STAMPED BLAKELY 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1951 ***********************************************************************
 BT1951  DESIGNATION -  BLAKELY BLACK MUNICIPAL TANK
 BT1951  PID         -  BT1951
 BT1951  STATE/COUNTY-  GA/EARLY
 BT1951  USGS QUAD   -  BLAKELY NORTH (1973)
 BT1951
 BT1951                         *CURRENT SURVEY CONTROL
 BT1951  ___________________________________________________________________
 BT1951* NAD 83(1994)-  31 22 44.47909(N)    084 55 59.36562(W)     ADJUSTED  
 BT1951* NAVD 88     -                                                        
 BT1951  ___________________________________________________________________
 BT1951  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT1951  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BT1951
 BT1951  HORZ ORDER  -  THIRD
 BT1951
 BT1951.The horizontal coordinates were established by classical geodetic methods
 BT1951.and adjusted by the National Geodetic Survey in September 1997..
 BT1951
 BT1951
 BT1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1951
 BT1951.The geoid height was determined by GEOID03.
 BT1951
 BT1951;                    North         East     Units Scale Factor Converg.
 BT1951;SPC GA W     -   153,122.769   627,094.317   MT  0.99996554   -0 23 56.9
 BT1951;SPC GA W     -   502,370.28  2,057,391.94   sFT  0.99996554   -0 23 56.9
 BT1951;SPC AL E     -    97,802.154   285,626.953   MT  1.00005040   +0 28 07.5
 BT1951;UTM  16      - 3,473,454.726   696,548.279   MT  1.00007650   +1 04 35.6
 BT1951
 BT1951                          SUPERSEDED SURVEY CONTROL
 BT1951
 BT1951  NAD 83(1994)-  31 22 44.47396(N)    084 55 59.37721(W) AD(       ) 4
 BT1951  NAD 83(1986)-  31 22 44.48147(N)    084 55 59.37220(W) AD(       ) 4
 BT1951  NAD 27      -  31 22 43.86000(N)    084 55 59.63000(W) AD(       ) 3
 BT1951
 BT1951.Superseded values are not recommended for survey control.
 BT1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1951.See file dsdata.txt to determine how the superseded data were derived.
 BT1951
 BT1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV9654873455(NAD 83)
 BT1951_MARKER: 51 = TANK
 BT1951
 BT1951  HISTORY     - Date     Condition        Report By
 BT1951  HISTORY     - 1938     FIRST OBSERVED   CGS
 BT1951  HISTORY     - 1973     GOOD             NGS
 BT1951
 BT1951                          STATION DESCRIPTION
 BT1951
 BT1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 BT1951'THE WATER TANK WAS RECOVERED IN ITS ORIGINAL LOCATION.  THE TANK
 BT1951'IS NOW PAINTED SILVER.  BENCH MARK BLAKLEY 1933 IS SET IN A DRILL
 BT1951'HOLE IN THE CONCRETE FOOTING SUPPORTING THE NORTHEAST LEG OF THE
 BT1951'TANK.
 BT1951'
 BT1951'THE CITY HAS ERECTED A NEW AND LARGER WATER TANK ABOUT 200 YARDS
 BT1951'TO THE SOUTHEAST OF THIS TANK.
 BT1951'
 BT1951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT1951'IN THE CENTRAL SECTION OF BLAKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3161 ***********************************************************************
 DG3161  DESIGNATION -  BLALOCK
 DG3161  PID         -  DG3161
 DG3161  STATE/COUNTY-  GA/COWETA
 DG3161  USGS QUAD   -  NEWNAN SW (1982)
 DG3161
 DG3161                         *CURRENT SURVEY CONTROL
 DG3161  ___________________________________________________________________
 DG3161* NAD 83(1994)-  33 18 17.95011(N)    084 53 34.54120(W)     ADJUSTED  
 DG3161* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 DG3161  ___________________________________________________________________
 DG3161  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DG3161  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG3161
 DG3161  HORZ ORDER  -  FIRST
 DG3161
 DG3161.The horizontal coordinates were established by classical geodetic methods
 DG3161.and adjusted by the National Geodetic Survey in September 1997..
 DG3161
 DG3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3161
 DG3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3161
 DG3161.The geoid height was determined by GEOID03.
 DG3161
 DG3161;                    North         East     Units Scale Factor Converg.
 DG3161;SPC GA W     -   366,658.519   632,369.045   MT  0.99995637   -0 23 55.7
 DG3161;SPC GA W     - 1,202,945.49  2,074,697.44   sFT  0.99995637   -0 23 55.7
 DG3161;UTM  16      - 3,687,079.769   696,171.576   MT  1.00007449   +1 09 26.5
 DG3161
 DG3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3161!SPC GA W     -   0.99996286  x   0.99995637  =   0.99991923
 DG3161!UTM  16      -   0.99996286  x   1.00007449  =   1.00003735
 DG3161
 DG3161:                Primary Azimuth Mark                     Grid Az
 DG3161:SPC GA W     -  NEWNAN DOUGLAS LOMASON CO TANK           034 30 39.7
 DG3161:UTM  16      -  NEWNAN DOUGLAS LOMASON CO TANK           032 57 17.5
 DG3161
 DG3161|---------------------------------------------------------------------|
 DG3161| PID    Reference Object                     Distance      Geod. Az  |
 DG3161|                                                           dddmmss.s |
 DG3161| DG3116 NEWNAN DOUGLAS LOMASON CO TANK      APPROX.11.6 KM 0340644.0 |
 DG3161| DG3112 NEWNAN MUNICIPAL TANK               APPROX.11.9 KM 0482210.2 |
 DG3161| DG3151 NEWNAN LOT                          APPROX.10.8 KM 0611416.7 |
 DG3161| DG3069 GRANTVILLE                          APPROX. 9.4 KM 1480923.8 |
 DG3161| CZ2845 BLALOCK RM 1                         21.632 METERS 20827     |
 DG3161| CZ2846 BLALOCK RM 2                         22.004 METERS 28325     |
 DG3161|---------------------------------------------------------------------|
 DG3161
 DG3161                          SUPERSEDED SURVEY CONTROL
 DG3161
 DG3161  NAD 83(1994)-  33 18 17.95326(N)    084 53 34.54139(W) AD(       ) 1
 DG3161  NAD 83(1986)-  33 18 17.95554(N)    084 53 34.53883(W) AD(       ) 1
 DG3161  NAD 27      -  33 18 17.53157(N)    084 53 34.76625(W) AD(       ) 1
 DG3161  NGVD 29 (07/19/86)  265.7    (m)          872.     (f) VERT ANG       
 DG3161
 DG3161.Superseded values are not recommended for survey control.
 DG3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3161.See file dsdata.txt to determine how the superseded data were derived.
 DG3161
 DG3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9617287080(NAD 83)
 DG3161_MARKER: DS = TRIANGULATION STATION DISK
 DG3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3161
 DG3161  HISTORY     - Date     Condition        Report By
 DG3161  HISTORY     - 1973     MONUMENTED       NGS
 DG3161
 DG3161                          STATION DESCRIPTION
 DG3161
 DG3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3161'NO SUITABLE LOCATION FOR A DISTANT RM.
 DG3161'
 DG3161'THE STATION IS LOCATED ABOUT 7.25 MILES SOUTHWEST OF NEWNAN, 6
 DG3161'MILES NORTHWEST OF GRANTVILLE, 6 MILES NORTHEAST OF CORINTH AND ON
 DG3161'PROPERTY OWNED BY MR. BRETT BLALOCK.
 DG3161'
 DG3161'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 DG3161'NEWNAN, GO SOUTH ON U.S. HIGHWAY 29 AND (ALTERNATE) 27 FOR 0.15
 DG3161'MILE TO WHERE THE HIGHWAYS TURN LEFT.  CONTINUE SOUTH ON LAGRANGE
 DG3161'STREET FOR 1.9 MILES TO A FORK AND A SIDE ROAD RIGHT.  TAKE THE
 DG3161'LEFT FORK AND GO SOUTH WESTERLY ON OLD CORINTH ROAD FOR 5 MILES
 DG3161'TO BLALOCK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON BLALOCK
 DG3161'ROAD FOR 0.8 MILE TO A DIM TRACK ROAD ON THE RIGHT AT A GROUP
 DG3161'OF LARGE OAK TREES.  TURN RIGHT AND GO NORTHERLY ON THE TRACK
 DG3161'ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 DG3161'NORTHWESTERLY FOR 0.5 MILE TO A T-ROAD JUNCTION.  TURN RIGHT
 DG3161'AND GO NORTH FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND
 DG3161'GO 0.05 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT
 DG3161'AND GO NORTHERLY FOR 0.3 MILE TO THE HIGHEST POINT OF HILL
 DG3161'AND THE STATION AS DESCRIBED.
 DG3161'
 DG3161'THE STATION MARKS ARE STANDARD DISKS STAMPED BLALOCK 1973.  THE
 DG3161'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3161'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 DG3161'IS 73 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 72 FEET
 DG3161'NORTHEAST OF A METAL WITNESS POST AND 29 FEET NORTHWEST OF A
 DG3161'12-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DG3161'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 DG3161'SURFACE.
 DG3161'
 DG3161'REFERENCE MARK 1, A STANDARD DISK STAMPED BLALOCK NO 1 1973, IS
 DG3161'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3161'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET
 DG3161'SOUTH-SOUTHEAST OF THE METAL WITNESS POST AND 2 FEET NORTH OF THE
 DG3161'METAL WITNESS POST.
 DG3161'
 DG3161'REFERENCE MARK 2, A STANDARD DISK STAMPED BLALOCK NO 2 1973, IS
 DG3161'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3161'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 88.5 FEET
 DG3161'NORTH-NORTHWEST OF THE WITNESS POST AND 2 FEET SOUTH-SOUTHEAST OF
 DG3161'THE WITNESS POST.
 DG3161'
 DG3161'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2405 ***********************************************************************
 BD2405  DESIGNATION -  BLANTON
 BD2405  PID         -  BD2405
 BD2405  STATE/COUNTY-  GA/LOWNDES
 BD2405  USGS QUAD   -  HOWELL (1971)
 BD2405
 BD2405                         *CURRENT SURVEY CONTROL
 BD2405  ___________________________________________________________________
 BD2405* NAD 83(1994)-  30 49 42.14678(N)    083 07 20.17731(W)     ADJUSTED  
 BD2405* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BD2405  ___________________________________________________________________
 BD2405  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BD2405  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BD2405
 BD2405  HORZ ORDER  -  SECOND
 BD2405
 BD2405.The horizontal coordinates were established by classical geodetic methods
 BD2405.and adjusted by the National Geodetic Survey in September 1997..
 BD2405
 BD2405.The orthometric height was scaled from a topographic map.
 BD2405
 BD2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2405
 BD2405.The geoid height was determined by GEOID03.
 BD2405
 BD2405;                    North         East     Units Scale Factor Converg.
 BD2405;SPC GA W     -    92,290.627   799,915.038   MT  1.00002311   +0 32 06.9
 BD2405;SPC GA W     -   302,790.17  2,624,387.92   sFT  1.00002311   +0 32 06.9
 BD2405;SPC GA E     -    92,214.639   108,579.741   MT  1.00000306   -0 29 23.1
 BD2405;SPC GA E     -   302,540.86    356,232.03   sFT  1.00000306   -0 29 23.1
 BD2405;UTM  17      - 3,412,508.861   297,010.951   MT  1.00010831   -1 05 16.7
 BD2405
 BD2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2405!SPC GA W     -   0.99999611  x   1.00002311  =   1.00001922
 BD2405!SPC GA E     -   0.99999611  x   1.00000306  =   0.99999917
 BD2405!UTM  17      -   0.99999611  x   1.00010831  =   1.00010442
 BD2405
 BD2405|---------------------------------------------------------------------|
 BD2405| PID    Reference Object                     Distance      Geod. Az  |
 BD2405|                                                           dddmmss.s |
 BD2405| BD1566 BLANTON RM                           17.260 METERS 23959     |
 BD2405| BD2409 STRAND                              APPROX. 4.2 KM 2711023.7 |
 BD2405|---------------------------------------------------------------------|
 BD2405
 BD2405                          SUPERSEDED SURVEY CONTROL
 BD2405
 BD2405  NAD 83(1986)-  30 49 42.16723(N)    083 07 20.18328(W) AD(       ) 2
 BD2405  NAD 27      -  30 49 41.41400(N)    083 07 20.66000(W) AD(       ) 2
 BD2405
 BD2405.Superseded values are not recommended for survey control.
 BD2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2405.See file dsdata.txt to determine how the superseded data were derived.
 BD2405
 BD2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ9701112509(NAD 83)
 BD2405_MARKER: DS = TRIANGULATION STATION DISK
 BD2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2405
 BD2405  HISTORY     - Date     Condition        Report By
 BD2405  HISTORY     - 1917     MONUMENTED       CGS
 BD2405  HISTORY     - 1935     GOOD             CGS
 BD2405  HISTORY     - 1935     GOOD             CGS
 BD2405
 BD2405                          STATION DESCRIPTION
 BD2405
 BD2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BD2405'TIE MADE BY TRIANGULATION IN 1935.  SEE DESCRIPTION THEREOF.
 BD2405
 BD2405                          STATION RECOVERY (1935)
 BD2405
 BD2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MEL)
 BD2405'ABOUT 250 METERS (820 FEET) NORTH OF GEORGIA SOUTHERN AND FLORIDA
 BD2405'RAILWAY STATION AT BLANTON, 130 METERS (427 FEET) NORTH OF MILEPOST
 BD2405'161, 50 METERS (164 FEET) SOUTH OF PUBLIC ROAD-CROSSING AND 6.75
 BD2405'METERS (22.1 FEET) WEST OF WEST RAIL OF MAIN TRACK.  SURFACE MARK
 BD2405'IS A STANDARD DISK IN CONCRETE.  UNDERGROUND MARK IS A
 BD2405'BOTTLE IN CONCRETE.  REFERENCE MARK IS STANDARD DISK IN CONCRETE.
 BD2405'REFERENCE MARK IS 40 METERS (131 FEET) SOUTH OF PUBLIC
 BD2405'ROAD-CROSSING, 15.59 METERS (51.1 FEET) WEST OF WEST RAIL OF
 BD2405'TRACKS, 3/4 METER EAST OF RIGHT-OF-WAY FENCE AND 17.26 METERS (56.6
 BD2405'FEET) FROM STATION S 59 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1564 ***********************************************************************
 BD1564  DESIGNATION -  BLANTON ECC
 BD1564  PID         -  BD1564
 BD1564  STATE/COUNTY-  GA/LOWNDES
 BD1564  USGS QUAD   -  HOWELL (1971)
 BD1564
 BD1564                         *CURRENT SURVEY CONTROL
 BD1564  ___________________________________________________________________
 BD1564* NAD 83(1994)-  30 49 42.95688(N)    083 07 21.98627(W)     ADJUSTED  
 BD1564* NAVD 88     -        52.496  (meters)     172.23   (feet)  ADJUSTED  
 BD1564  ___________________________________________________________________
 BD1564  X           -     656,399.952 (meters)                     COMP
 BD1564  Y           -  -5,442,333.735 (meters)                     COMP
 BD1564  Z           -   3,249,602.818 (meters)                     COMP
 BD1564  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BD1564  ELLIP HEIGHT-          24.50  (meters)          (09/03/97) GPS OBS
 BD1564  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BD1564  DYNAMIC HT  -          52.429 (meters)     172.01  (feet)  COMP
 BD1564  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 BD1564
 BD1564  HORZ ORDER  -  FIRST
 BD1564  VERT ORDER  -  FIRST     CLASS II
 BD1564  ELLP ORDER  -  FOURTH    CLASS II
 BD1564
 BD1564.The horizontal coordinates were established by GPS observations
 BD1564.and adjusted by the National Geodetic Survey in September 1997..
 BD1564
 BD1564.The orthometric height was determined by differential leveling
 BD1564.and adjusted by the National Geodetic Survey in June 1991..
 BD1564
 BD1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD1564
 BD1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD1564
 BD1564.The ellipsoidal height was determined by GPS observations
 BD1564.and is referenced to NAD 83.
 BD1564
 BD1564.The geoid height was determined by GEOID03.
 BD1564
 BD1564.The dynamic height is computed by dividing the NAVD 88
 BD1564.geopotential number by the normal gravity value computed on the
 BD1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1564.degrees latitude (g = 980.6199 gals.).
 BD1564
 BD1564.The modeled gravity was interpolated from observed gravity values.
 BD1564
 BD1564;                    North         East     Units Scale Factor Converg.
 BD1564;SPC GA W     -    92,315.125   799,866.731   MT  1.00002299   +0 32 06.0
 BD1564;SPC GA W     -   302,870.54  2,624,229.43   sFT  1.00002299   +0 32 06.0
 BD1564;SPC GA E     -    92,239.998   108,531.880   MT  1.00000317   -0 29 24.0
 BD1564;SPC GA E     -   302,624.06    356,075.01   sFT  1.00000317   -0 29 24.0
 BD1564;UTM  17      - 3,412,534.720   296,963.353   MT  1.00010855   -1 05 17.6
 BD1564
 BD1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD1564!SPC GA W     -   0.99999615  x   1.00002299  =   1.00001914
 BD1564!SPC GA E     -   0.99999615  x   1.00000317  =   0.99999932
 BD1564!UTM  17      -   0.99999615  x   1.00010855  =   1.00010470
 BD1564
 BD1564|---------------------------------------------------------------------|
 BD1564| PID    Reference Object                     Distance      Geod. Az  |
 BD1564|                                                           dddmmss.s |
 BD1564| BD2405 BLANTON                              54.163 METERS 11726     |
 BD1564| CW3366 BLANTON ECC RM 1                     48.056 METERS 13522     |
 BD1564| BD1565 BLANTON ECC RM 2                     26.973 METERS 25939     |
 BD1564| CW3365 BLANTON ECC AZ MK                                  2894636.8 |
 BD1564|---------------------------------------------------------------------|
 BD1564
 BD1564                          SUPERSEDED SURVEY CONTROL
 BD1564
 BD1564  NAD 83(1994)-  30 49 42.95757(N)    083 07 21.98384(W) AD(       ) 1
 BD1564  ELLIP H (02/22/96)   24.49   (m)                       GP(       ) 4 2
 BD1564  NAD 83(1986)-  30 49 42.97740(N)    083 07 21.99237(W) AD(       ) 1
 BD1564  NAD 27      -  30 49 42.22400(N)    083 07 22.46900(W) AD(       ) 1
 BD1564  NAVD 88 (02/22/96)   52.50   (m)          172.2    (f) LEVELING    3  
 BD1564  NGVD 29 (??/??/92)   52.709  (m)          172.93   (f) ADJ UNCH    1 2
 BD1564
 BD1564.Superseded values are not recommended for survey control.
 BD1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1564.See file dsdata.txt to determine how the superseded data were derived.
 BD1564
 BD1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ9696312535(NAD 83)
 BD1564_MARKER: DS = TRIANGULATION STATION DISK
 BD1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1564_SP_SET: CONCRETE POST
 BD1564_STAMPING: BLANTON ECC 1935
 BD1564_MARK LOGO: CGS   
 BD1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1564+STABILITY: SURFACE MOTION
 BD1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD1564+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1994
 BD1564
 BD1564  HISTORY     - Date     Condition        Report By
 BD1564  HISTORY     - 1935     MONUMENTED       CGS
 BD1564  HISTORY     - 1957     GOOD             NGS
 BD1564  HISTORY     - 19930616 GOOD             LOCSUR
 BD1564  HISTORY     - 19940524 GOOD             NGS
 BD1564
 BD1564                          STATION DESCRIPTION
 BD1564
 BD1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BD1564'ABOUT 6 MILES WEST OF MAYDAY, 0.8 MILE WEST OF GEORGIA SOUTHERN
 BD1564'AND FLORIDA RAILWAY STATION AT BLANTON, 53 FEET NORTH OF NORTH RAIL
 BD1564'OF TRACKS, 42 FEET EAST OF CENTER LINE OF HIGHWAY AND 15 FEET SOUTH
 BD1564'OF FENCE LINE.  TO REACH FROM VALDOSTA, GO SOUTH 0.1 MILE FROM
 BD1564'SOUTHEAST CORNER OF COURTHOUSE (PASSING POST OFFICE ON LEFT) AND
 BD1564'TURN RIGHT ON LEE STREET FOR 0.2 MILE TO RAILWAY CROSSING.  CROSS
 BD1564'TRACKS AND CONTINUE STRAIGHT AHEAD 0.6 MILE TO LEFT INTERSECTION,
 BD1564'TURN RIGHT FOR 0.2 MILE TO END OF PAVEMENT ON LEE STREET.  TURN
 BD1564'LEFT FOR 0.2 MILE AND TURN RIGHT ON CHURCH STREET FOR 0.05 MILE.
 BD1564'TURN LEFT FOR 0.7 MILE TO CROSS ROAD.  TURN LEFT AT CROSS ROAD
 BD1564'(HOWARDS FILLING STATION) FOR 2.5 MILES TO Y.  TURN LEFT FOR 3.6
 BD1564'MILES AND TURN RIGHT AT Y (CONCRETE CROSS ON RIGHT MARKED BLANTON
 BD1564'2 MILES HOWARD 5 MILES) FOR 3.05 MILES TO T-ROAD.  TURN RIGHT FOR
 BD1564'1.15 MILES TO RAILROAD CROSSING AND STATION.  SURFACE AND
 BD1564'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BD1564'UPPER MARK PROJECTS ABOUT 6 INCHES ABOVE GROUND.  REFERENCE AND
 BD1564'AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 BD1564'REFERENCE
 BD1564'MARK NO. 1 PROJECTS ABOUT 6 INCHES, IS 40 METERS (131.2 FEET) EAST
 BD1564'OF CENTER LINE OF ROAD, 15.159 METERS (49.7 FEET) SOUTH OF SOUTH
 BD1564'RAIL OF TRACKS, 1 FOOT NORTH OF FENCE LINE AND 154.70 FEET SOUTHEAST
 BD1564'OF STATION S 44 DEG 38 MIN E.  NO. 2 PROJECTS ABOUT 7
 BD1564'INCHES, 37 FEET NORTH OF CENTER LINE OF TRACKS, 13 PACES SOUTHWEST
 BD1564'OF FENCE CORNER AND 88.44 FEET WEST OF STATION N 9 DEG
 BD1564'38 MIN E.  AZIMUTH MARK IS 50 PACES SOUTH OF CENTER LINE OF ROAD, 13
 BD1564'PACES WEST OF RAIL FENCE, 5 PACES NORTH OF 6-INCH PINE TREE AND
 BD1564'0.5 MILE WEST-NORTHWEST OF STATION N 70 DEG 13 MIN W.
 BD1564'BLANTON (SEE DESCRIPTION THEREOF) IS 177.5 FEET FROM STATION
 BD1564'S 80 DEG 35 MIN E.
 BD1564
 BD1564                          STATION RECOVERY (1957)
 BD1564
 BD1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BD1564'4.1 MI W FROM HOWELL.
 BD1564'ABOUT 4.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 BD1564'OF STATE HIGHWAY NO. 135 AT HOWELL, ABOUT 0.3 MILE WEST OF THE
 BD1564'STATION SIGN BLANTON, 0.1 MILE WEST OF MILEPOST NO. 161, 52
 BD1564'1/2 FEET NORTH OF THE NORTH RAIL, 66 FEET NORTH-NORTHEAST OF
 BD1564'THE CENTER OF THE INTERSECTION OF A ROAD CROSSING AND MAIN
 BD1564'TRACK, 88 1/2 FEET EAST-NORTHEAST AND ACROSS ROAD FROM RM NO.
 BD1564'2, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 154.7 FEET
 BD1564'NORTHWEST AND ACROSS THE TRACK FROM RM BLANTON 1917, 2 FEET
 BD1564'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BD1564'POST PROJECTING 9 INCHES.
 BD1564
 BD1564                          STATION RECOVERY (1993)
 BD1564
 BD1564'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 BD1564'THE EXISTING DESCRIPTION IS GOOD AND CLEAR.
 BD1564
 BD1564                          STATION RECOVERY (1994)
 BD1564
 BD1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 BD1564'STATION IS 9 MILES (14.5 KM) EAST OF VALDOSTA, ON OR CLOSE TO COUNTY
 BD1564'AND RAILROAD RIGHTS OF WAY.  TO REACH FROM THE COUNTY COURTHOUSE IN
 BD1564'VALDOSTA, HEAD SOUTH ON SOUTH PATTERSON ST, US HWY 41.  CROSS OVER THE
 BD1564'RAILROAD ON BIG BRIDGE, PAST SR 31 TURNING OFF TO THE RIGHT, AND GO A
 BD1564'TOTAL OF 0.9 MILE (1.4 KM) ON US 41 TO WHERE SR 94 TURNS OFF TO THE
 BD1564'LEFT.  FOLLOW SR 94 0.85 MILE (1.37 KM) SE TO HOWELL RD AND TURN LEFT,
 BD1564'PASSING PEOPLES FORD TRACTOR CO AT 0.5 MILE (0.8 KM) AND ULMER RD AT
 BD1564'0.75 MILE (1.21 KM) .  FOLLOW HOWELL RD 8.3 MILES (13.4 KM) TO LAKE
 BD1564'PARK RD AND TURN RIGHT.  LANDMARKS ALONG THE WAY ARE 4-LANE PERIMETER
 BD1564'RD AT 1.9 MILE (3.1 KM) AND RAILROAD CROSSING AT 3 MILES (4.8 KM) .
 BD1564'FOLLOW LAKE PARK RD 0.1 MILE (0.2 KM) SOUTH TO STATION ON THE LEFT.
 BD1564'STATION IS 69.5 FT (21.2 M) NE OF RR XING SIGN, 68 FT (20.7 M) NE OF
 BD1564'INTERSECTION OF ROAD AND RR, 59.5 EAST OF STOP SIGN ACROSS RD, 52 FT
 BD1564'(15.8 M) NORTH OF NORTH RAIL OF SINGLE TRACK, 43 FT (13.1 M) EAST OF
 BD1564'ROAD, 34 FT (10.4 M) SOUTH OF POLE WITH THREE GUY WIRES, 4.5 FT (1.4
 BD1564'M) ENE OF SOUTHERN BELL CABLE SIGN, 2 FT (0.6 M) SOUTH OF WOOD FENCE
 BD1564'POST, ABOUT LEVEL WITH ROAD AND RR.  RM 1 IS ACROSS TRACK TO SE, JUST
 BD1564'INSIDE WOODS, 153 FT (46.6 M) EAST OF LAKE PARK RD, 51 FT (15.5 M)
 BD1564'SOUTH OF SOUTH RAIL, FLUSH WITH GROUND AND DISPLACED ABOUT 0.7 FT
 BD1564'(21.3 CM) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1565 ***********************************************************************
 BD1565  DESIGNATION -  BLANTON ECC RM 2
 BD1565  PID         -  BD1565
 BD1565  STATE/COUNTY-  GA/LOWNDES
 BD1565  USGS QUAD   -  HOWELL (1971)
 BD1565
 BD1565                         *CURRENT SURVEY CONTROL
 BD1565  ___________________________________________________________________
 BD1565* NAD 83(1986)-  30 49 43.     (N)    083 07 22.     (W)     SCALED    
 BD1565* NAVD 88     -        52.508  (meters)     172.27   (feet)  ADJUSTED  
 BD1565  ___________________________________________________________________
 BD1565  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BD1565  DYNAMIC HT  -          52.441 (meters)     172.05  (feet)  COMP
 BD1565  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 BD1565
 BD1565  VERT ORDER  -  FIRST     CLASS II
 BD1565
 BD1565.The horizontal coordinates were scaled from a topographic map and have
 BD1565.an estimated accuracy of +/- 6 seconds.
 BD1565
 BD1565.The orthometric height was determined by differential leveling
 BD1565.and adjusted by the National Geodetic Survey in June 1991..
 BD1565
 BD1565.The geoid height was determined by GEOID03.
 BD1565
 BD1565.The dynamic height is computed by dividing the NAVD 88
 BD1565.geopotential number by the normal gravity value computed on the
 BD1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1565.degrees latitude (g = 980.6199 gals.).
 BD1565
 BD1565.The modeled gravity was interpolated from observed gravity values.
 BD1565
 BD1565;                    North         East    Units  Estimated Accuracy
 BD1565;SPC GA W     -    92,320.      799,870.      MT  (+/- 180 meters Scaled)
 BD1565
 BD1565                          SUPERSEDED SURVEY CONTROL
 BD1565
 BD1565  NGVD 29 (??/??/92)   52.721  (m)          172.97   (f) ADJ UNCH    1 2
 BD1565
 BD1565.Superseded values are not recommended for survey control.
 BD1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1565.See file dsdata.txt to determine how the superseded data were derived.
 BD1565
 BD1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ969125(NAD 83)
 BD1565_MARKER: DR = REFERENCE MARK DISK
 BD1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1565_STAMPING: BLANTON ECC NO 2 1935
 BD1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1565+STABILITY: SURFACE MOTION
 BD1565
 BD1565  HISTORY     - Date     Condition        Report By
 BD1565  HISTORY     - 1935     MONUMENTED       CGS
 BD1565  HISTORY     - 1957     GOOD             NGS
 BD1565
 BD1565                          STATION DESCRIPTION
 BD1565
 BD1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1565'4.1 MI W FROM HOWELL.
 BD1565'ABOUT 4.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 BD1565'OF STATE HIGHWAY 135 AT HOWELL, 35 FEET NORTH OF THE NORTH
 BD1565'RAIL, 63 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 BD1565'A ROAD CROSSING AND THE MAIN TRACK, 217 FEET WEST-NORTHWEST
 BD1565'AND ACROSS THE TRACK FROM RM BLANTON 1917, 49 FEET WEST OF THE
 BD1565'CENTER LINE OF THE ROAD, 88 1/2 FEET WEST-SOUTHWEST OF AND
 BD1565'ACROSS THE ROAD FROM BLANTON ECC STATION, 2 FEET ABOVE THE
 BD1565'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BD1565'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1566 ***********************************************************************
 BD1566  DESIGNATION -  BLANTON RM
 BD1566  PID         -  BD1566
 BD1566  STATE/COUNTY-  GA/LOWNDES
 BD1566  USGS QUAD   -  HOWELL (1971)
 BD1566
 BD1566                         *CURRENT SURVEY CONTROL
 BD1566  ___________________________________________________________________
 BD1566* NAD 83(1986)-  30 49 42.     (N)    083 07 20.     (W)     SCALED    
 BD1566* NAVD 88     -        52.223  (meters)     171.34   (feet)  ADJUSTED  
 BD1566  ___________________________________________________________________
 BD1566  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BD1566  DYNAMIC HT  -          52.157 (meters)     171.12  (feet)  COMP
 BD1566  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 BD1566
 BD1566  VERT ORDER  -  FIRST     CLASS II
 BD1566
 BD1566.The horizontal coordinates were scaled from a topographic map and have
 BD1566.an estimated accuracy of +/- 6 seconds.
 BD1566
 BD1566.The orthometric height was determined by differential leveling
 BD1566.and adjusted by the National Geodetic Survey in June 1991..
 BD1566
 BD1566.The geoid height was determined by GEOID03.
 BD1566
 BD1566.The dynamic height is computed by dividing the NAVD 88
 BD1566.geopotential number by the normal gravity value computed on the
 BD1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1566.degrees latitude (g = 980.6199 gals.).
 BD1566
 BD1566.The modeled gravity was interpolated from observed gravity values.
 BD1566
 BD1566;                    North         East    Units  Estimated Accuracy
 BD1566;SPC GA W     -    92,290.      799,920.      MT  (+/- 180 meters Scaled)
 BD1566
 BD1566                          SUPERSEDED SURVEY CONTROL
 BD1566
 BD1566  NGVD 29 (??/??/92)   52.436  (m)          172.03   (f) ADJ UNCH    1 2
 BD1566
 BD1566.Superseded values are not recommended for survey control.
 BD1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1566.See file dsdata.txt to determine how the superseded data were derived.
 BD1566
 BD1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ970125(NAD 83)
 BD1566_MARKER: DR = REFERENCE MARK DISK
 BD1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1566_STAMPING: BLANTON 1917
 BD1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1566+STABILITY: SURFACE MOTION
 BD1566
 BD1566  HISTORY     - Date     Condition        Report By
 BD1566  HISTORY     - 1917     MONUMENTED       CGS
 BD1566  HISTORY     - 1957     GOOD             NGS
 BD1566
 BD1566                          STATION DESCRIPTION
 BD1566
 BD1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1566'4.1 MI W FROM HOWELL.
 BD1566'ABOUT 4.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE CROSSING
 BD1566'OF STATE HIGHWAY 135 AT HOWELL, 51 FEET SOUTH OF THE SOUTH
 BD1566'RAIL, 217 FEET EAST-SOUTHEAST AND ACROSS A ROAD AND TRACK FROM
 BD1566'BLANTON ECC RM NO 2, 156 FEET EAST OF THE CENTER OF THE
 BD1566'INTERSECTION OF A ROAD CROSSING AND MAIN TRACK, 145 FEET EAST
 BD1566'OF THE CENTER LINE OF THE RAOD, 2 FEET ABOVE THE LEVEL OF THE
 BD1566'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2021 ***********************************************************************
 EE2021  DESIGNATION -  BLAYLOCK
 EE2021  PID         -  EE2021
 EE2021  STATE/COUNTY-  GA/WALKER
 EE2021  USGS QUAD   -  LAFAYETTE (1983)
 EE2021
 EE2021                         *CURRENT SURVEY CONTROL
 EE2021  ___________________________________________________________________
 EE2021* NAD 83(1994)-  34 40 03.52631(N)    085 17 21.50558(W)     ADJUSTED  
 EE2021* NAVD 88     -       337.3    (meters)    1107.     (feet)  VERTCON   
 EE2021  ___________________________________________________________________
 EE2021  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EE2021  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 EE2021
 EE2021  HORZ ORDER  -  FIRST
 EE2021
 EE2021.The horizontal coordinates were established by classical geodetic methods
 EE2021.and adjusted by the National Geodetic Survey in September 1997..
 EE2021
 EE2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2021
 EE2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2021
 EE2021.The geoid height was determined by GEOID03.
 EE2021
 EE2021;                    North         East     Units Scale Factor Converg.
 EE2021;SPC GA W     -   518,130.633   597,111.504   MT  1.00003044   -0 38 19.1
 EE2021;SPC GA W     - 1,699,900.25  1,959,023.33   sFT  1.00003044   -0 38 19.1
 EE2021;UTM  16      - 3,837,518.516   656,740.397   MT  0.99990281   +0 58 23.8
 EE2021
 EE2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2021!SPC GA W     -   0.99995164  x   1.00003044  =   0.99998208
 EE2021!UTM  16      -   0.99995164  x   0.99990281  =   0.99985445
 EE2021
 EE2021:                Primary Azimuth Mark                     Grid Az
 EE2021:SPC GA W     -  LAFAYETTE HOSIERY MILLS INC TK           002 52 04.8
 EE2021:UTM  16      -  LAFAYETTE HOSIERY MILLS INC TK           001 15 21.9
 EE2021
 EE2021|---------------------------------------------------------------------|
 EE2021| PID    Reference Object                     Distance      Geod. Az  |
 EE2021|                                                           dddmmss.s |
 EE2021| EE2019 LAFAYETTE HOSIERY MILLS INC TK      APPROX. 3.9 KM 0021345.7 |
 EE2021| CG5623 BLAYLOCK RM 1                        23.913 METERS 01157     |
 EE2021| EE2026 LAFAYETTE RAD STA WLFA MAST         APPROX. 5.7 KM 0201748.1 |
 EE2021| EE2023 LAFAYETTE LOT                       APPROX. 3.4 KM 0312641.2 |
 EE2021| EE2025 LAFAYETTE CTY COMMUNI MAST          APPROX. 3.4 KM 0312902.5 |
 EE2021| CG5622 BLAYLOCK AZ MK                                     0860208.8 |
 EE2021| CG5624 BLAYLOCK RM 2                        24.253 METERS 12827     |
 EE2021|---------------------------------------------------------------------|
 EE2021
 EE2021                          SUPERSEDED SURVEY CONTROL
 EE2021
 EE2021  NAD 83(1994)-  34 40 03.52986(N)    085 17 21.50942(W) AD(       ) 1
 EE2021  NAD 83(1986)-  34 40 03.53101(N)    085 17 21.50812(W) AD(       ) 1
 EE2021  NAD 27      -  34 40 03.24022(N)    085 17 21.66702(W) AD(       ) 1
 EE2021  NGVD 29 (07/19/86)  337.3    (m)         1107.     (f) VERT ANG       
 EE2021
 EE2021.Superseded values are not recommended for survey control.
 EE2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2021.See file dsdata.txt to determine how the superseded data were derived.
 EE2021
 EE2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5674037519(NAD 83)
 EE2021_MARKER: DS = TRIANGULATION STATION DISK
 EE2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2021
 EE2021  HISTORY     - Date     Condition        Report By
 EE2021  HISTORY     - 1972     MONUMENTED       NGS
 EE2021
 EE2021                          STATION DESCRIPTION
 EE2021
 EE2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2021'THE STATION IS LOCATED 13 MILES NORTH OF SUMMERVILLE, 2-1/2
 EE2021'MILES SOUTH OF LAFAYETTE, 1 MILE WEST OF U.S. HIGHWAY 27, ON A
 EE2021'LOW PINE-COVERED RIDGE, ON PROPERTY OWNED BY DR. H. C. DERRICK
 EE2021'OF LAFAYETTE.
 EE2021'
 EE2021'TO REACH THE STATION FROM THE LAFAYETTE POST OFFICE, GO SOUTH
 EE2021'ON HIGHWAY 27 FOR 1.35 MILES TO A PAVED ROAD RIGHT AT TOP OF A
 EE2021'LONG GRADE.  (TO REACH THE AZIMUTH MARK, CONTINUE SOUTHERLY ON
 EE2021'HIGHWAY 27 FOR 1.25 MILES TO A PAVED ROAD RIGHT AND THE AZIMUTH
 EE2021'MARK ON THE RIGHT.) BEAR RIGHT AND GO SOUTH ON THE PAVED ROAD
 EE2021'FOR 1.1 MILES TO A PAVED ROAD LEFT.  CONTINUE SOUTH ON THE PAVED
 EE2021'ROAD FOR 0.25 MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND
 EE2021'GO WEST, UPHILL, ON THE DIRT ROAD FOR 0.3 MILE TO A NARROW
 EE2021'FORK.  BEAR RIGHT AND CONTINUE WESTERLY ON A RUTTED, THEN
 EE2021'TRACK ROAD FOR 0.2 MILE TO A DESERTED HOUSE AND OUTBUILDINGS.
 EE2021'CONTINUE WESTERLY ON DIM TRACK ROAD, PASSING BETWEEN
 EE2021'OUTBUILDINGS, FOR 0.1 MILE TO A DIM FORK AT A SHARP CURVE
 EE2021'LEFT.  KEEP LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.15 MILE
 EE2021'TO THE NORTHEAST CORNER OF A CULTIVATED FIELD.  TURN RIGHT
 EE2021'AND GO WESTERLY ALONG THE NORTH EDGE OF THE FIELD FOR 0.05 MILE
 EE2021'TO THE NORTHWEST CORNER OF THE FIELD.  TURN RIGHT AND GO
 EE2021'NORTHERLY ON A CLEARED WOODS ROAD FOR 0.05 MILE TO HIGH GROUND
 EE2021'AND THE STATION.
 EE2021'
 EE2021'THE STATION MARKS ARE STANDARD DISKS STAMPED BLAYLOCK 1972.  THE
 EE2021'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2021'MONUMENT WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 17.5 FEET
 EE2021'NORTH OF A 8-INCH TRIANGULAR-BLAZED PINE TREE, 7.5 FEET SOUTHWEST
 EE2021'OF A 8-INCH TRIANGULAR-BLAZED PINE TREE, AND 5.2 FEET SOUTHEAST
 EE2021'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP
 EE2021'OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE.
 EE2021'
 EE2021'REFERENCE MARK 1, A STANDARD DISK STAMPED BLAYLOCK NO 1 1972, IS
 EE2021'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2021'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 77.5 FEET NORTH OF THE
 EE2021'WITNESS POST, 12.5 FEET EAST OF A 8-INCH TRIANGULAR-BLAZED PINE
 EE2021'TREE, 8 FEET SOUTHWEST OF A 8-INCH TRIANGULAR-BLAZED PINE TREE,
 EE2021'AND 1 FOOT LOWER THAN THE STATION.
 EE2021'
 EE2021'REFERENCE MARK 2, A STANDARD DISK STAMPED BLAYLOCK NO 2 1972,
 EE2021'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE2021'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 85.0 FEET SOUTHEAST
 EE2021'OF THE WITNESS POST, AND 4.5 FEET NORTHWEST OF A 6-INCH
 EE2021'TRIANGULAR-BLAZED PINE TREE.
 EE2021'
 EE2021'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLAYLOCK 1972, IS
 EE2021'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 EE2021'FLUSH WITH THE GROUND.  IT IS 74 FEET WEST OF THE CENTER OF
 EE2021'U.S. HIGHWAY 27, 13 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 EE2021'ROAD, 6.5 AND 2.7 FEET NORTHEAST OF A METAL WITNESS POST.
 EE2021'
 EE2021'HEIGHT OF LIGHT ABOVE STATION MARK 29.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK3211 ***********************************************************************
 CK3211  DESIGNATION -  BLICH
 CK3211  PID         -  CK3211
 CK3211  STATE/COUNTY-  GA/BRYAN
 CK3211  USGS QUAD   -  EDEN (1976)
 CK3211
 CK3211                         *CURRENT SURVEY CONTROL
 CK3211  ___________________________________________________________________
 CK3211* NAD 83(1994)-  32 10 50.10803(N)    081 27 37.35869(W)     ADJUSTED  
 CK3211* NAVD 88     -        24.7    (meters)      81.     (feet)  VERTCON   
 CK3211  ___________________________________________________________________
 CK3211  X           -     802,371.047 (meters)                     COMP
 CK3211  Y           -  -5,343,509.494 (meters)                     COMP
 CK3211  Z           -   3,377,393.576 (meters)                     COMP
 CK3211  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CK3211  ELLIP HEIGHT-          -5.89  (meters)          (09/03/97) GPS OBS
 CK3211  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 CK3211
 CK3211  HORZ ORDER  -  FIRST
 CK3211  ELLP ORDER  -  FOURTH    CLASS II
 CK3211
 CK3211.The horizontal coordinates were established by GPS observations
 CK3211.and adjusted by the National Geodetic Survey in September 1997..
 CK3211
 CK3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK3211
 CK3211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK3211
 CK3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3211
 CK3211.The ellipsoidal height was determined by GPS observations
 CK3211.and is referenced to NAD 83.
 CK3211
 CK3211.The geoid height was determined by GEOID03.
 CK3211
 CK3211;                    North         East     Units Scale Factor Converg.
 CK3211;SPC GA E     -   241,958.341   266,602.426   MT  0.99995469   +0 22 34.2
 CK3211;SPC GA E     -   793,824.99    874,678.13   sFT  0.99995469   +0 22 34.2
 CK3211;UTM  17      - 3,560,545.390   456,600.135   MT  0.99962323   -0 14 42.7
 CK3211
 CK3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK3211!SPC GA E     -   1.00000092  x   0.99995469  =   0.99995561
 CK3211!UTM  17      -   1.00000092  x   0.99962323  =   0.99962415
 CK3211
 CK3211|---------------------------------------------------------------------|
 CK3211| PID    Reference Object                     Distance      Geod. Az  |
 CK3211|                                                           dddmmss.s |
 CK3211| CK5870 BLICH RM 1                           23.539 METERS 18605     |
 CK3211| CK5871 BLICH RM 2                           24.416 METERS 27739     |
 CK3211|---------------------------------------------------------------------|
 CK3211
 CK3211                          SUPERSEDED SURVEY CONTROL
 CK3211
 CK3211  NAD 83(1986)-  32 10 50.11427(N)    081 27 37.36866(W) AD(       ) 1
 CK3211  NAD 27      -  32 10 49.38816(N)    081 27 37.97201(W) AD(       ) 1
 CK3211  NGVD 29 (11/20/87)   24.9    (m)           82.     (f) GPS OBS        
 CK3211
 CK3211.Superseded values are not recommended for survey control.
 CK3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK3211.See file dsdata.txt to determine how the superseded data were derived.
 CK3211
 CK3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5660060545(NAD 83)
 CK3211_MARKER: DD = SURVEY DISK
 CK3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK3211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK3211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK3211+STABILITY: SURFACE MOTION
 CK3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK3211+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1987
 CK3211
 CK3211  HISTORY     - Date     Condition        Report By
 CK3211  HISTORY     - 1982     MONUMENTED       GADT
 CK3211  HISTORY     - 1982     GOOD             GADT
 CK3211  HISTORY     - 1982     GOOD             GADT
 CK3211  HISTORY     - 1983     GOOD             NGS
 CK3211  HISTORY     - 1983     GOOD             NGS
 CK3211  HISTORY     - 19870212 GOOD
 CK3211
 CK3211                          STATION DESCRIPTION
 CK3211
 CK3211'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK3211'THE STATION IS LOCATED APPROXIMATELY 2.75 KM (1.7 MI) SOUTHWEST
 CK3211'FROM BLITCHTON, 6.6 KM (4.1 MI) NORTH-NORTHEAST FROM ELLABELLE,
 CK3211'AND 16.25 KM (10.1 MI) EAST-NORTHEAST FROM PEMBROKE.
 CK3211'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK3211'
 CK3211'TO REACH THE STATION FROM
 CK3211'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 280
 CK3211'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 ABOUT 16 KM (10 MI)
 CK3211'EAST-NORTHEAST FROM PEMBROKE AND IN THE SOUTHEAST QUADRANT OF
 CK3211'THE INTERSECTION.
 CK3211'
 CK3211'THE STATION IS A STANDARD GADT DISK
 CK3211'STAMPED---BLICH 1982---,
 CK3211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK3211'FLUSH WITH GROUND.  IT IS LOCATED
 CK3211'50.90 METERS (167 FT) SOUTHWEST FROM THE CENTERLINE OF THE EAST
 CK3211'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK3211'38.44 METERS (126.1 FT) SOUTH FROM THE SOUTH CORNER FROM THE
 CK3211'CONCRETE HEADWALL FROM A 30 INCH CULVERT UNDER U.S. HIGHWAY 80,
 CK3211'40.87 METERS (134.1 FT) NORTHWEST FROM AN 8 INCH TREE, ONLY
 CK3211'THREE TREES IN THE QUADRANT,
 CK3211'0.94 METER (3.1 FT) NORTHEAST FROM A WITNESS POST.
 CK3211'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK3211'STAMPED---BLICH 1982---,
 CK3211'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK3211'
 CK3211'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK3211'STAMPED---BLICH RM 1 1982---,
 CK3211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK3211'FLUSH WITH GROUND.  IT IS LOCATED
 CK3211'70.01 METERS (229.7 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 CK3211'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK3211'72.82 METERS (238.9 FT) WEST-SOUTHWEST FROM THE SOUTH END OF AN
 CK3211'18 INCH CONCRETE PIPE UNDER THE EAST BOUND LANE OF INTERSTATE
 CK3211'HIGHWAY 16,
 CK3211'61.81 METERS (202.8 FT) SOUTH FROM THE SOUTH CORNER OF THE
 CK3211'CONCRETE HEADWALL, AND
 CK3211'0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST.
 CK3211'MARK IS LEVEL WITH STATION.
 CK3211'
 CK3211'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK3211'STAMPED---BLICH RM 2 1982---,
 CK3211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK3211'FLUSH WITH GROUND.  IT IS LOCATED
 CK3211'64.89 METERS (212.9 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 CK3211'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK3211'48.07 METERS (157.7 FT) SOUTH-SOUTHWEST FROM THE SOUTH CORNER
 CK3211'OF THE CONCRETE HEADWALL,
 CK3211'60.17 METERS (197.4 FT) NORTHWEST FROM THE 8 INCH TREE, AND
 CK3211'1.04 METERS (3.4 FT) NORTHEAST FROM A METAL WITNESS POST.
 CK3211'MARK IS LEVEL WITH STATION.
 CK3211'
 CK3211'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK3211'STAMPED---BLICH AZ MK 1982---,
 CK3211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK3211'FLUSH WITH GROUND.  IT IS LOCATED
 CK3211'7.65 METERS (25.10 FT) NORTHEAST FROM THE CENTERLINE OF THE WEST
 CK3211'BOUND LANE FROM INTERSTATE HIGHWAY 16,
 CK3211'79.43 METERS (260.6 FT) NORTH-NORTHWEST FROM CENTERLINE SURVEY
 CK3211'STATION---240+00---CAST IN THE NORTHEDGE OF THE WEST BOUND
 CK3211'LANE OF INTERSTATE HIGHWAY 16 CONCRETE PAVEMENT,
 CK3211'25.12 METERS (82.40 FT) SOUTHEAST FROM A MILE POST MARKER 143 ON
 CK3211'THE WEST BOUND LANE OF THE HIGHWAY, AND
 CK3211'1.04 METERS (3.4 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CK3211'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK3211'STAMPED---BLICH AZ MK 1982---,
 CK3211'SET INTO AN IRREGULAR MASS OF CONCRETE 0.94 METER BELOW GROUND.
 CK3211'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 CK3211'INTERSTATE HIGHWAY 16 FOR 0.7 KM (0.45 MI) TO THE AZIMUTH MARK
 CK3211'ON THE NORTH SIDE OF INTERSTATE HIGHWAY 16.
 CK3211'
 CK3211'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK3211'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK3211'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK3211'
 CK3211'DESCRIBED BY G. D. JOHNSON.
 CK3211
 CK3211                          STATION RECOVERY (1982)
 CK3211
 CK3211'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK3211'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 PROJECT
 CK3211'G16953, VICINITY OF SAVANNAH-JESUP.
 CK3211
 CK3211                          STATION RECOVERY (1982)
 CK3211
 CK3211'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK3211'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 PROJECT
 CK3211'G16953, VICINITY OF SAVANNAH-JESUP.
 CK3211
 CK3211                          STATION RECOVERY (1983)
 CK3211
 CK3211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BMP)
 CK3211'THE STATION WAS FOUND AS DESCRIBED IN 1982 ON PROJECT G16953,
 CK3211'VICINITY OF SAVANNAH-JESUP.
 CK3211'
 CK3211'DESCRIBED BY B.M. PUTZIGER.
 CK3211
 CK3211                          STATION RECOVERY (1983)
 CK3211
 CK3211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (BMP)
 CK3211'THE STATION WAS FOUND AS DESCRIBED IN 1982 ON PROJECT G16953,
 CK3211'VICINITY OF SAVANNAH-JESUP.
 CK3211'
 CK3211'DESCRIBED BY B.M. PUTZIGER.
 CK3211
 CK3211                          STATION RECOVERY (1987)
 CK3211
 CK3211'RECOVERED 1987
 CK3211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5869 ***********************************************************************
 CK5869  DESIGNATION -  BLICH AZ MK
 CK5869  PID         -  CK5869
 CK5869  STATE/COUNTY-  GA/BRYAN
 CK5869  USGS QUAD   -  EDEN (1976)
 CK5869
 CK5869                         *CURRENT SURVEY CONTROL
 CK5869  ___________________________________________________________________
 CK5869* NAD 83(1994)-  32 10 36.16568(N)    081 27 14.10949(W)     ADJUSTED  
 CK5869* NAVD 88     -        26.     (meters)      85.     (feet)  VERTCON   
 CK5869  ___________________________________________________________________
 CK5869  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CK5869  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CK5869
 CK5869  HORZ ORDER  -  SECOND
 CK5869
 CK5869.The horizontal coordinates were established by classical geodetic methods
 CK5869.and adjusted by the National Geodetic Survey in September 1997..
 CK5869
 CK5869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5869
 CK5869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5869
 CK5869.The geoid height was determined by GEOID03.
 CK5869
 CK5869;                    North         East     Units Scale Factor Converg.
 CK5869;SPC GA E     -   241,532.923   267,214.279   MT  0.99995570   +0 22 46.5
 CK5869;SPC GA E     -   792,429.26    876,685.51   sFT  0.99995570   +0 22 46.5
 CK5869;UTM  17      - 3,560,113.506   457,207.136   MT  0.99962258   -0 14 30.2
 CK5869
 CK5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5869!SPC GA E     -   1.00000078  x   0.99995570  =   0.99995648
 CK5869!UTM  17      -   1.00000078  x   0.99962258  =   0.99962336
 CK5869
 CK5869                          SUPERSEDED SURVEY CONTROL
 CK5869
 CK5869  NAD 83(1986)-  32 10 36.17209(N)    081 27 14.11933(W) AD(       ) 2
 CK5869  NGVD 29 (10/08/91)   26.     (m)           85.     (f) VERT ANG       
 CK5869
 CK5869.Superseded values are not recommended for survey control.
 CK5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5869.See file dsdata.txt to determine how the superseded data were derived.
 CK5869
 CK5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5720760114(NAD 83)
 CK5869_MARKER: DD = SURVEY DISK
 CK5869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5869+STABILITY: SURFACE MOTION
 CK5869
 CK5869  HISTORY     - Date     Condition        Report By
 CK5869  HISTORY     - 1982     MONUMENTED       GADT
 CK5869
 CK5869                          STATION DESCRIPTION
 CK5869
 CK5869'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5869'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTHWEST FROM
 CK5869'BLICHTON, 6.7 KM (4.2 MI) NORTH-NORTHEAST FROM ELLABELLE,
 CK5869'AND 16.6 KM (10.3 MI) EAST-NORTHEAST FROM PEMBROKE.
 CK5869'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5869'
 CK5869'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16,
 CK5869'AND U.S. HIGHWAY 280 (STATE ROUTE 30) ABOUT 16 KM (10 MI)
 CK5869'EAST-NORTHEAST FROM PEMBROKE, GO SOUTHEAST ALONG INTERSTATE
 CK5869'HIGHWAY 16 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE NORTH
 CK5869'SIDE OF INTERSTATE HIGHWAY 16 WEST BOUND LANE.
 CK5869'
 CK5869'THE STATION IS A STANDARD GADT DISK
 CK5869'STAMPED---BLICH AZ MK 1982---,
 CK5869'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5869'FLUSH WITH GROUND.  IT IS LOCATED
 CK5869'7.65 METERS (25.10 FT) NORTHEAST FROM THE CENTERLINE OF THE
 CK5869'WEST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK5869'79.43 METERS (260.6 FT) NORTH-NORTHWEST FROM CENTERLINE SURVEY
 CK5869'STATION---240+00---CAST IN THE NORTH EDGE OF THE WEST BOUND
 CK5869'LANE OF INTERSTATE HIGHWAY 16 CONCRETE PAVEMENT,
 CK5869'25.12 METERS (82.40 FT) SOUTHEAST FROM MILE POST MARKER 143
 CK5869'ON THE WEST BOUND LANE OF THE HIGHWAY, AND
 CK5869'1.04 METERS (3.4 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CK5869'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5869'STAMPED---BLICH AZ MK 1982---,
 CK5869'SET INTO AN IRREGULAR MASS OF CONCRETE .94 METERS BELOW THE SURFACE.
 CK5869'
 CK5869'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5869'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5869'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5869'
 CK5869'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1590 ***********************************************************************
 CL1590  DESIGNATION -  BLISS=B 22
 CL1590  PID         -  CL1590
 CL1590  STATE/COUNTY-  GA/PEACH
 CL1590  USGS QUAD   -  FORT VALLEY EAST (1974)
 CL1590
 CL1590                         *CURRENT SURVEY CONTROL
 CL1590  ___________________________________________________________________
 CL1590* NAD 83(1994)-  32 34 48.71328(N)    083 50 59.86931(W)     ADJUSTED  
 CL1590* NAVD 88     -       129.679  (meters)     425.46   (feet)  POSTED    
 CL1590  ___________________________________________________________________
 CL1590  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 CL1590  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CL1590  DYNAMIC HT  -         129.530 (meters)     424.97  (feet)  COMP
 CL1590  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CL1590
 CL1590  HORZ ORDER  -  FIRST
 CL1590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1590
 CL1590.The horizontal coordinates were established by classical geodetic methods
 CL1590.and adjusted by the National Geodetic Survey in September 1997..
 CL1590
 CL1590.The orthometric height was determined by differential leveling
 CL1590.and adjusted by the National Geodetic Survey in 1992..
 CL1590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1590.rate of 0.0 thru 1.0 mm/km.
 CL1590
 CL1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1590
 CL1590.The geoid height was determined by GEOID03.
 CL1590
 CL1590.The dynamic height is computed by dividing the NAVD 88
 CL1590.geopotential number by the normal gravity value computed on the
 CL1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1590.degrees latitude (g = 980.6199 gals.).
 CL1590
 CL1590.The modeled gravity was interpolated from observed gravity values.
 CL1590
 CL1590;                    North         East     Units Scale Factor Converg.
 CL1590;SPC GA W     -   286,093.954   729,733.367   MT  0.99991090   +0 10 13.9
 CL1590;SPC GA W     -   938,626.58  2,394,133.55   sFT  0.99991090   +0 10 13.9
 CL1590;UTM  17      - 3,608,333.915   232,467.940   MT  1.00048267   -1 32 08.0
 CL1590
 CL1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1590!SPC GA W     -   0.99998381  x   0.99991090  =   0.99989471
 CL1590!UTM  17      -   0.99998381  x   1.00048267  =   1.00046647
 CL1590
 CL1590|---------------------------------------------------------------------|
 CL1590| PID    Reference Object                     Distance      Geod. Az  |
 CL1590|                                                           dddmmss.s |
 CL1590| CY7809 BLISS RM                                           11453     |
 CL1590| CL0943 PIGON=A 22                          310.184 METERS 12742     |
 CL1590| CL2705 TOM                                 APPROX. 0.6 KM 2360044.7 |
 CL1590|---------------------------------------------------------------------|
 CL1590
 CL1590                          SUPERSEDED SURVEY CONTROL
 CL1590
 CL1590  NAD 83(1986)-  32 34 48.72111(N)    083 50 59.86999(W) AD(       ) 1
 CL1590  NAD 27      -  32 34 48.19200(N)    083 51 00.20200(W) AD(       ) 1
 CL1590
 CL1590.Superseded values are not recommended for survey control.
 CL1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1590.See file dsdata.txt to determine how the superseded data were derived.
 CL1590
 CL1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3246808334(NAD 83)
 CL1590_MARKER: DS = TRIANGULATION STATION DISK
 CL1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1590
 CL1590  HISTORY     - Date     Condition        Report By
 CL1590  HISTORY     - 1917     MONUMENTED       CGS
 CL1590  HISTORY     - 1922     GOOD             CGS
 CL1590  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1590  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1590  HISTORY     - 1975     MARK NOT FOUND   NGS
 CL1590
 CL1590                          STATION DESCRIPTION
 CL1590
 CL1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1590'ABOUT 2-1/2 MILES EAST OF FORT VALLEY, 45 METERS (148 FEET)
 CL1590'SOUTHWEST OF STATION BLISS, NEAR ROAD CROSSING TRACK OF CENTRAL
 CL1590'OF GEORGIA RAILWAY, 3 RAILS EAST OF SEMAPHORE POLE H-2165, AND
 CL1590'6.50 METERS (21.3 FEET) TO LEFT OF LEFT RAIL OF MAIN LINE
 CL1590'TRACK.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 CL1590'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE MARK
 CL1590'IS STANDARD DISK IN CONCRETE, 17.10 METERS (56.1
 CL1590'FEET) FROM STATION IN GRID AZIMUTH 353 DEG 29 MIN.
 CL1590
 CL1590                          STATION RECOVERY (1954)
 CL1590
 CL1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1590'THE RAILROAD STATION AT BLISS HAS BEEN TORN DOWN, AND
 CL1590'SEMAPHORE POLE H-2165 HAS BEEN TAKEN DOWN.  SEMAPHORE SIGNAL
 CL1590'H-2164 WAS FOUND AND MEASUREMENTS TAKEN FROM IT AS EVIDENTLY IT
 CL1590'WAS DIRECTLY ACROSS THE TRACKS FROM H-2165.  THE MARK WAS NOT
 CL1590'FOUND AFTER CONSIDERABLE DIGGING AND IS ASSUMED DESTROYED AS
 CL1590'THE MARK COULD NOT BE LOCATED IN 1935.  THE REFERENCE MARK WAS
 CL1590'NOT FOUND.
 CL1590'
 CL1590'THIS IS A TRAVERSE STATION.
 CL1590
 CL1590                          STATION RECOVERY (1955)
 CL1590
 CL1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CMN)
 CL1590'NOT FOUND.
 CL1590
 CL1590                          STATION RECOVERY (1975)
 CL1590
 CL1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CL1590'THE STATION MARK AND REFERENCE MARK WERE SEARCHED FOR BUT NOT
 CL1590'FOUND.  APPARENTLY THE STATION MARK AND REFERENCE MARK WERE
 CL1590'DESTROYED WHEN RAILROAD BED WAS RECONSTRUCTED.
 CL1590'
 CL1590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL1590'2-1/2 MILES EAST OF FORT VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1901 ***********************************************************************
 ED1901  DESIGNATION -  BLOOD
 ED1901  PID         -  ED1901
 ED1901  STATE/COUNTY-  GA/LUMPKIN
 ED1901  USGS QUAD   -  NEELS GAP (1988)
 ED1901
 ED1901                         *CURRENT SURVEY CONTROL
 ED1901  ___________________________________________________________________
 ED1901* NAD 83(1994)-  34 44 23.09648(N)    083 56 13.18755(W)     ADJUSTED  
 ED1901* NAVD 88     -      1359.0    (meters)    4459.     (feet)  GPS OBS   
 ED1901  ___________________________________________________________________
 ED1901  X           -     554,307.012 (meters)                     COMP
 ED1901  Y           -  -5,218,670.788 (meters)                     COMP
 ED1901  Z           -   3,614,937.068 (meters)                     COMP
 ED1901  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 ED1901  ELLIP HEIGHT-        1330.28  (meters)          (09/03/97) GPS OBS
 ED1901  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 ED1901
 ED1901  HORZ ORDER  -  FIRST
 ED1901  ELLP ORDER  -  FOURTH    CLASS II
 ED1901
 ED1901.The horizontal coordinates were established by GPS observations
 ED1901.and adjusted by the National Geodetic Survey in September 1997..
 ED1901
 ED1901.The orthometric height was determined by GPS observations and a
 ED1901.high-resolution geoid model.
 ED1901
 ED1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1901
 ED1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1901
 ED1901.The ellipsoidal height was determined by GPS observations
 ED1901.and is referenced to NAD 83.
 ED1901
 ED1901.The geoid height was determined by GEOID03.
 ED1901
 ED1901;                    North         East     Units Scale Factor Converg.
 ED1901;SPC GA W     -   525,579.189   721,030.248   MT  0.99990545   +0 07 51.2
 ED1901;SPC GA W     - 1,724,337.72  2,365,580.07   sFT  0.99990545   +0 07 51.2
 ED1901;UTM  17      - 3,848,112.153   231,106.813   MT  1.00049126   -1 40 28.7
 ED1901;UTM  16      - 3,848,456.799   780,433.400   MT  1.00056942   +1 44 47.7
 ED1901
 ED1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1901!SPC GA W     -   0.99979123  x   0.99990545  =   0.99969670
 ED1901!UTM  17      -   0.99979123  x   1.00049126  =   1.00028239
 ED1901!UTM  16      -   0.99979123  x   1.00056942  =   1.00036053
 ED1901
 ED1901|---------------------------------------------------------------------|
 ED1901| PID    Reference Object                     Distance      Geod. Az  |
 ED1901|                                                           dddmmss.s |
 ED1901| CZ4265 BLOOD RM 1                            9.489 METERS 09230     |
 ED1901| AB6436 BLOOD RM 4 RESET                      5.933 METERS 18815     |
 ED1901| CZ4266 BLOOD RM 2                            6.117 METERS 21024     |
 ED1901| AB6439 HAWK RESET                          APPROX.20.6 KM 2450248.0 |
 ED1901|---------------------------------------------------------------------|
 ED1901
 ED1901                          SUPERSEDED SURVEY CONTROL
 ED1901
 ED1901  NAD 83(1994)-  34 44 23.09546(N)    083 56 13.18652(W) AD(       ) 1
 ED1901  ELLIP H (02/22/96) 1330.24   (m)                       GP(       ) 4 2
 ED1901  NAD 83(1986)-  34 44 23.10334(N)    083 56 13.19106(W) AD(       ) 1
 ED1901  NAD 27      -  34 44 22.77600(N)    083 56 13.49900(W) AD(       ) 1
 ED1901  NGVD 29 (07/19/86) 1358.8    (m)         4458.     (f) VERT ANG       
 ED1901
 ED1901.Superseded values are not recommended for survey control.
 ED1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1901.See file dsdata.txt to determine how the superseded data were derived.
 ED1901
 ED1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3110748112(NAD 83)
 ED1901_MARKER: N = NAIL
 ED1901_SETTING: 66 = SET IN ROCK OUTCROP
 ED1901_SP_SET: SET IN ROCK OUTCROP
 ED1901_MAGNETIC: I = MARKER IS A STEEL ROD
 ED1901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1901+STABILITY: POSITION/ELEVATION WELL
 ED1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1901+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 ED1901
 ED1901  HISTORY     - Date     Condition        Report By
 ED1901  HISTORY     - 1873     MONUMENTED       CGS
 ED1901  HISTORY     - 1935     GOOD             CGS
 ED1901  HISTORY     - 1950     SEE DESCRIPTION  USGS
 ED1901  HISTORY     - 1956     GOOD             CGS
 ED1901  HISTORY     - 1975     SEE DESCRIPTION  NGS
 ED1901  HISTORY     - 19940618 GOOD             RBAGB
 ED1901  HISTORY     - 20000731 GOOD             LOCSUR
 ED1901
 ED1901                          STATION DESCRIPTION
 ED1901
 ED1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ED1901'ABOUT 18 MILES NORTHWEST OF CLEVELAND, ABOUT 2 MILES (BY TRAIL)
 ED1901'WEST OF NEELS GAP (SCENIC POINT ON U.S. HIGHWAY 129), ON TOP OF
 ED1901'BLOOD MOUNTAIN AND ABOUT 120 FEET EAST-SOUTHEAST OF IRREGULAR
 ED1901'BOULDER (HIGHEST POINT OF PEAK).  TO REACH FROM NEELS GAP, FOLLOW
 ED1901'WELL-MARKED TRAIL WEST FOR ABOUT 2 MILES TO TOP OF BLOOD MOUNTAIN
 ED1901'AND STATION.  MARKED BY NAIL AT CENTER OF 12-INCH SQUARE IN SOLID
 ED1901'ROCK.  THREE SQUARES CHISELED IN BOULDER WERE ESTABLISHED IN 1873 AS
 ED1901'REFERENCES, THE DIAGONALS OF WHICH WHEN EXTENDED INTERSECT AT
 ED1901'STATION.  IN 1934 A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK WAS
 ED1901'SET AT CENTER OF ONE OF OLD SQUARES.  IN 1935 REFERENCE MARK NO. 1
 ED1901'(A STANDARD DISK) WAS SET AT CENTER OF ANOTHER OF OLD SQUARES, AND
 ED1901'REFERENCE MARK NO. 2 WAS ESTABLISHED.  REFERENCE MARK
 ED1901'NO. 1 IS SET IN SOLID ROCK BOULDER, IN CENTER OF OLD SQUARE AND IS
 ED1901'31.20 FEET EAST-NORTHEAST OF STATION S 87 DEG 31 MIN E.
 ED1901'NO. 2 IS 2-1/2 YARDS WEST OF U.S. GEOLOGICAL SURVEY BENCH MARK AND
 ED1901'20.07 FEET WEST-SOUTHWEST OF STATION S 30 DEG 24 MIN W. OLD
 ED1901'SQUARE IS ON 5 FT X 7 FT BOULDER, ABOUT 3 FEET LOWER THAN U.S.
 ED1901'GEOLOGICAL SURVEY BENCH MARK AND 20.24 FEET WEST-NORTWEST OF STATION
 ED1901'N 62 DEG 02 MIN W.  U.S. GEOLOGICAL SURVEY BENCH MARK IS IN
 ED1901'BOULDER AT HIGHEST POINT OF SECONDARY KNOB AND IS 18 FEET
 ED1901'SOUTH-SOUTHWEST OF STATION S 13 DEG 07 MIN W.  AZIMUTH MARK IS
 ED1901'FINIAL OF ROOF OF WOODY KNOB FIRE TOWER AND IS ABOUT 6.0 MILES
 ED1901'SOUTHWEST OF STATION S 41 DEG 14 MIN W.
 ED1901
 ED1901                          STATION RECOVERY (1950)
 ED1901
 ED1901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 ED1901'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 18 MILES NW OF
 ED1901'CLEVELAND, ABOUT 2 MILES W OF NEELS GAP (SCENIC POINT ON U.S.
 ED1901'HIGHWAY 29).  IT IS ABOUT 180 FEET ESE OF AN IRREGULAR-SHAPED LEDGE
 ED1901'OF ROCK (HIGHEST POINT OF PEAK), ABOUT 150 FEET ESE OF STONE
 ED1901'SHELTER HOUSE ON TRAIL, 18 FEET N OF DRILL HOLE (FORMER LOCATION OF
 ED1901'U.S.G.S. BLOOD 2 1934) IN HIGHEST POINT OF LEDGE IN THIS VICINITY,
 ED1901'AND 4 FEET S OF TRAIL.
 ED1901'
 ED1901'STATION MARK IS A NAIL LEADED IN LOW POINT IN UNEVEN LEDGE AT
 ED1901'JUNCTION OF CHISELED X LINES (ABOUT 1 FOOT IN LENGTH) AND PROTRUDING
 ED1901'ABOUT 1/4 INCH.
 ED1901'
 ED1901'TO REACH STATION FROM NEELS GAP, FOLLOW WELL-MARKED APPALACHIAN
 ED1901'TRAIL W FOR ABOUT 2 MILES TO TOP OF BLOOD MOUNTAIN.
 ED1901'
 ED1901'R.M. 1 IS A 1935 BRONZE REFERENCE DISK SET IN LEDGE IN CENTER OF A
 ED1901'12-INCH SQUARE. AND 31.2 FEET FROM STATION.
 ED1901'
 ED1901'R.M. 2 IS A DRILL HOLE IN LEDGE (9.3 FEET W OF FORMER LOCATION OF
 ED1901'U.S.G.S. BLOOD 2 1934). AND 15.5 FEET FROM STATION.
 ED1901'
 ED1901'R.M. 3 IS A DRILL HOLE IN A 12-INCH SQUARE ON LEDGE.  IT IS ABOUT W
 ED1901'OF AND 20.5 FEET FROM STATION.
 ED1901
 ED1901                          STATION RECOVERY (1956)
 ED1901
 ED1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1901'ALL MARKS RECOVERED AS DESCRIBED, EXCEPT THAT THE DISK HAS BEEN
 ED1901'REMOVED FROM THE U.S. GEOLOGICAL SURVEY BENCH MARK WHICH WAS
 ED1901'EVIDENTLY USED AS A REFERENCE MARK IN 1935.  IN THE FOG AT THE TIME
 ED1901'OF THIS RECOVERY, THE AZIMUTH MARK (FINIAL OF WOODY KNOB LOOKOUT
 ED1901'TOWER) WAS NOT VISIBLE FROM THE STATION, AND INQUIRY IN THE
 ED1901'VICINITY FAILED TO ESTABLISH DEFINITELY THAT THE TOWER IS STILL
 ED1901'THERE.
 ED1901
 ED1901                          STATION RECOVERY (1975)
 ED1901
 ED1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1901'NO SUITABLE LOCATION WAS FOUND FOR A DISTANT RM.
 ED1901'
 ED1901'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AND FOUND
 ED1901'IN GOOD CONDITION AS DESCRIBED BY M. A. H. IN 1935.  REFERENCE
 ED1901'MARK 2, 3 AND BLOOD 2 1934 (USGS) HAVE BEEN DESTROYED.  THE
 ED1901'STATION IS IN A WILDERNESS AREA ALONG THE APPALACHIAN TRAIL AND
 ED1901'NO CLEARING WAS ALLOWED.  REFERENCE MARK 4 WAS ESTABLISHED AND
 ED1901'OCCUPIED AT THIS TIME.  FOR ADDITION-INFORMATION SEE THE
 ED1901'DESCRIPTION THEREOF.
 ED1901'
 ED1901'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 ED1901'
 ED1901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1901'2 MILES EAST OF LAKE WINFIELD SCOOT.
 ED1901
 ED1901                          STATION RECOVERY (1994)
 ED1901
 ED1901'RECOVERY NOTE BY R BRADFORD AND G BEAM 1994 (JRO)
 ED1901'RECOVERED AS DESCRIBED.  USGS ELEVATION FOR THIS POINT RUN IN 1935 AND
 ED1901'REFERENCED TO NGVD 1929 IS 4457.983 FT.
 ED1901
 ED1901                          STATION RECOVERY (2000)
 ED1901
 ED1901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (TWB)
 ED1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6436 ***********************************************************************
 AB6436  DESIGNATION -  BLOOD RM 4 RESET
 AB6436  PID         -  AB6436
 AB6436  STATE/COUNTY-  GA/LUMPKIN
 AB6436  USGS QUAD   -  NEELS GAP (1988)
 AB6436
 AB6436                         *CURRENT SURVEY CONTROL
 AB6436  ___________________________________________________________________
 AB6436* NAD 83(1994)-  34 44 22.90595(N)    083 56 13.22104(W)     ADJUSTED  
 AB6436* NAVD 88     -      1354.     (meters)    4442.     (feet)  SCALED    
 AB6436  ___________________________________________________________________
 AB6436  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AB6436  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AB6436
 AB6436  HORZ ORDER  -  FIRST
 AB6436
 AB6436.The horizontal coordinates were established by classical geodetic methods
 AB6436.and adjusted by the National Geodetic Survey in September 1998..
 AB6436
 AB6436.The orthometric height was scaled from a topographic map.
 AB6436
 AB6436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6436
 AB6436.The geoid height was determined by GEOID03.
 AB6436
 AB6436;                    North         East     Units Scale Factor Converg.
 AB6436;SPC GA W     -   525,573.316   721,029.409   MT  0.99990545   +0 07 51.1
 AB6436;SPC GA W     - 1,724,318.45  2,365,577.32   sFT  0.99990545   +0 07 51.1
 AB6436;UTM  17      - 3,848,106.306   231,105.789   MT  1.00049127   -1 40 28.8
 AB6436;UTM  16      - 3,848,450.901   780,432.727   MT  1.00056941   +1 44 47.7
 AB6436
 AB6436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6436!SPC GA W     -   0.99979199  x   0.99990545  =   0.99969746
 AB6436!UTM  17      -   0.99979199  x   1.00049127  =   1.00028316
 AB6436!UTM  16      -   0.99979199  x   1.00056941  =   1.00036128
 AB6436
 AB6436|---------------------------------------------------------------------|
 AB6436| PID    Reference Object                     Distance      Geod. Az  |
 AB6436|                                                           dddmmss.s |
 AB6436| ED1901 BLOOD                                 5.933 METERS 00815     |
 AB6436| CZ4265 BLOOD RM 1                           11.736 METERS 06144     |
 AB6436| AB6439 HAWK RESET                          APPROX.20.6 KM 2450337.8 |
 AB6436|---------------------------------------------------------------------|
 AB6436
 AB6436                          SUPERSEDED SURVEY CONTROL
 AB6436
 AB6436  NAD 83(1994)-  34 44 22.92201(N)    083 56 13.21817(W) AD(       ) 1
 AB6436  NAD 83(1986)-  34 44 22.90997(N)    083 56 13.22505(W) AD(       ) 1
 AB6436
 AB6436.Superseded values are not recommended for survey control.
 AB6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6436.See file dsdata.txt to determine how the superseded data were derived.
 AB6436
 AB6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3110648106(NAD 83)
 AB6436_MARKER: DR = REFERENCE MARK DISK
 AB6436_SETTING: 66 = SET IN ROCK OUTCROP
 AB6436_STAMPING: BLOOD 1873 NO 4 1975 1993
 AB6436_MARK LOGO: NGS   
 AB6436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6436+STABILITY: POSITION/ELEVATION WELL
 AB6436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6436+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB6436
 AB6436  HISTORY     - Date     Condition        Report By
 AB6436  HISTORY     - 1993     MONUMENTED       NGS
 AB6436  HISTORY     - 20050212 GOOD             GEOCAC
 AB6436
 AB6436                          STATION DESCRIPTION
 AB6436
 AB6436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 AB6436'STATION IS 9 MILES (14.5 KM) SOUTH OF BLAIRSVILLE AND 1.5 MILES (2.4
 AB6436'KM) WEST OF NEELS GAP, ABOUT ON THE UNION-LUMPKIN COUNTY LINE, ON THE
 AB6436'SUMMIT OF BLOOD MOUNTAIN, ALONG THE APPALACHIAN TRAIL IN A WILDERNESS
 AB6436'AREA OF THE CHATTAHOOCHEE NATIONAL FOREST.  ROBERT BRADFORD REPORTED
 AB6436'THE ORIGINAL RM 4 DESTROYED AND WORKED TO ESTABLISH THIS RESET.  TO
 AB6436'REACH FROM THE WALASI-YI STORE AT NEELS GAP ALONG US 129 SOUTH OF
 AB6436'BLAIRSVILLE, THERE ARE TWO OPTIONS--ASK PERMISSION AT THE STORE TO
 AB6436'LEAVE A VEHICLE THERE AND THEN PACK SOUTH ALONG THE A.T.  (THIS IS
 AB6436'ACTUALLY IN A WESTERLY DIRECTION IN THIS AREA) FOR 1.0 MILE (1.6 KM)
 AB6436'OR ABOUT HALF AN HOUR TO FLATROCK GAP.  THE OTHER OPTION IS TO DRIVE
 AB6436'NORTH ALONG US 129 ABOUT 0.25 MILE (0.40 KM) TO BYRON REECE PARK ON
 AB6436'THE LEFT AND LEAVE A VEHICLE THERE.  HIKE UPHILL ALONG THE BYRON REECE
 AB6436'SIDE TRAIL 0.7 MILE (1.1 KM) OR ABOUT 20 MINUTES TO FLATROCK GAP.
 AB6436'EITHER WAY, FROM FLATROCK GAP, FOLLOW THE WHITE-BLAZED APPALACHIAN
 AB6436'TRAIL 1.4 MILES (2.3 KM) UPHILL--SOUTH TRAIL DIRECTION, PREDOMINANTLY
 AB6436'WEST GEOGRAPHIC DIRECTION--OR ABOUT ONE HOUR STEEP CLIMB TO THE SUMMIT
 AB6436'OF BLOOD MOUNTAIN AND MARK ON THE LEFT OF THE TRAIL.  STATION IS 150
 AB6436'FT (45.7 M) SE OF BLOOD MOUNTAIN SHELTER (STONE) , 14 FT (4.3 M) NE OF
 AB6436'THE WEST EDGE OF THE ROCK SUMMIT, RECESSED ABOUT 1 INCH TO DISCOURAGE
 AB6436'VANDALISM.  THIS MARK IS APPARENTLY ONE OF ONLY THREE MARKS SET BY
 AB6436'USGS AND NGS OVER THE YEARS THAT HAVE SURVIVED VANDALISM.  BLOOD 1873,
 AB6436'A NAIL AT THE MIDDLE OF A CUT CROSS AND SOMEWHAT LOWER THAN RM 4, IS
 AB6436'IN GOOD CONDITION, AS IS BLOOD RM 1.
 AB6436
 AB6436                          STATION RECOVERY (2005)
 AB6436
 AB6436'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 AB6436'STATION FOUND IN GOOD CONDITION. DATASHEET INFORMATION REMAINS
 AB6436'ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1495 ***********************************************************************
 DF1495  DESIGNATION -  BLOUNT
 DF1495  PID         -  DF1495
 DF1495  STATE/COUNTY-  GA/BURKE
 DF1495  USGS QUAD   -  KELLYS POND (1950)
 DF1495
 DF1495                         *CURRENT SURVEY CONTROL
 DF1495  ___________________________________________________________________
 DF1495* NAD 83(1994)-  33 02 50.99681(N)    082 16 15.34466(W)     ADJUSTED  
 DF1495* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 DF1495  ___________________________________________________________________
 DF1495  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DF1495  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DF1495
 DF1495  HORZ ORDER  -  FIRST
 DF1495
 DF1495.The horizontal coordinates were established by classical geodetic methods
 DF1495.and adjusted by the National Geodetic Survey in September 1997..
 DF1495
 DF1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1495
 DF1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1495
 DF1495.The geoid height was determined by GEOID03.
 DF1495
 DF1495;                    North         East     Units Scale Factor Converg.
 DF1495;SPC GA E     -   337,873.570   190,262.539   MT  0.99990117   -0 03 24.7
 DF1495;SPC GA E     - 1,108,506.87    624,219.68   sFT  0.99990117   -0 03 24.7
 DF1495;UTM  17      - 3,657,270.511   381,334.783   MT  0.99977362   -0 41 35.4
 DF1495
 DF1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1495!SPC GA E     -   0.99998583  x   0.99990117  =   0.99988700
 DF1495!UTM  17      -   0.99998583  x   0.99977362  =   0.99975945
 DF1495
 DF1495|---------------------------------------------------------------------|
 DF1495| PID    Reference Object                     Distance      Geod. Az  |
 DF1495|                                                           dddmmss.s |
 DF1495| DF2827 BLOUNT RM 3                          30.218 METERS 06350     |
 DF1495| DF1453 VIDETTE LOT                         APPROX.10.2 KM 0855037.2 |
 DF1495| DF2825 BLOUNT RM 1                          47.991 METERS 12204     |
 DF1495| DF2828 BLOUNT RM 4                          21.961 METERS 13822     |
 DF1495| CL1974 LOU RM 3                            APPROX.12.7 KM 2415521.8 |
 DF1495| DF2826 BLOUNT RM 2                          56.525 METERS 26643     |
 DF1495| DF1499 BLOUNT 1935 AZ MK                   178.088 METERS 35404     |
 DF1495|---------------------------------------------------------------------|
 DF1495
 DF1495                          SUPERSEDED SURVEY CONTROL
 DF1495
 DF1495  NAD 83(1986)-  33 02 51.00127(N)    082 16 15.34112(W) AD(       ) 1
 DF1495  NAD 27      -  33 02 50.45800(N)    082 16 15.89800(W) AD(       ) 1
 DF1495  NGVD 29 (07/19/86)  119.8    (m)          393.     (f) VERT ANG       
 DF1495
 DF1495.Superseded values are not recommended for survey control.
 DF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1495.See file dsdata.txt to determine how the superseded data were derived.
 DF1495
 DF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8133557271(NAD 83)
 DF1495_MARKER: DS = TRIANGULATION STATION DISK
 DF1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1495_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF1495
 DF1495  HISTORY     - Date     Condition        Report By
 DF1495  HISTORY     - 1935     MONUMENTED       CGS
 DF1495  HISTORY     - 1954     GOOD             CGS
 DF1495  HISTORY     - 1974     GOOD             USGS
 DF1495  HISTORY     - 1975     GOOD             NGS
 DF1495  HISTORY     - 1980     GOOD             GADT
 DF1495
 DF1495                          STATION DESCRIPTION
 DF1495
 DF1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1495'ABOUT 8.6 MILES NORTHEAST OF LOUISVILLE, 1-1/4 MILE WEST-NORTHWEST OF
 DF1495'VIDETTE, ON PROPERTY BELONGING TO JOHN A. BLOUNT (KNOWN LOCALLY AT
 DF1495'BLOUNT PLACE), 61 FEET SOUTHWEST OF 36-INCH OAK TREE, 58 FEET NORTH
 DF1495'OF WINDMILL, 54.8 FEET EAST-NORTHEAST OF FENCE CORNER AND 38 FEET
 DF1495'SOUTH OF CENTER LINE OF ROAD.  TO REACH FROM OLD SLAVE MARKET IN
 DF1495'LOUISVILLE, GO EAST ON STATE HIGHWAY 24 FOR 8.15 MILES TO REVERSE
 DF1495'FORK.  TURN SHARP LEFT AND GO 1.0 MILE TO T-ROAD AND TURN RIGHT
 DF1495'FOR ABOUT 75 YARDS TO STATION ON RIGHT.  SURFACE AND UNDERGROUND
 DF1495'MARKS ARE STANDARD DISKS IN CONCRETE.  UPPER MARK
 DF1495'IS FLUSH WITH GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DF1495'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS FLUSH WITH
 DF1495'GROUND, IS 7 PACES EAST OF CORNER OF STABLE, 6 PACES SOUTHWEST OF
 DF1495'FENCE INTERSECTION, 1 FOOT NORTH OF BOARD FENCE AND 157.45 FEET
 DF1495'SOUTHEAST OF STATION S 57 DEG 56 MIN E.  NO. 2 PROJECTS
 DF1495'ABOUT 3 INCHES, IS 19 PACES WEST OF 18-INCH OAK TREE, 5 PACES
 DF1495'NORTH OF CENTER LINE OF ROAD AND 185.55 FEET WEST-SOUTHWEST OF
 DF1495'STATION S 86 DEG 44 MIN W.  AZIMUTH MARK IS ON LINE BETWEEN
 DF1495'TWO CABINS, 3 PACES EAST OF CENTER LINE OF DIM ROAD AND 0.15 MILE
 DF1495'NORTH OF STATION N 5 DEG 56 MIN W.
 DF1495
 DF1495                          STATION RECOVERY (1954)
 DF1495
 DF1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1495'ALL MARKS RECOVERED ESSENTIALLY AS DESCRIBED EXCEPT FOR CHANGED
 DF1495'CONDITIONS.
 DF1495'
 DF1495'BLOUNT 1935, SO STAMPED, 1 IN. UNDER GROUND, IS
 DF1495'ABOUT 8-3/4 MI. E-NE OF LOUSIVILLE, ABOUT 1-1/4 MI. W-NW OF
 DF1495'VIDETTE, ESTIMATED 200 YD. W OF BLOUNT CHAPEL CHURCH, AT THE OLD
 DF1495'BLOUNT PLACE OWNED BY THE BLOUNT FARMS ESTATE, 108 FT. E-SE OF A
 DF1495'TRANSFORMER POWER POLE, 56.1 FT. N OF THE MOST E CORNER OF A
 DF1495'CONCRETE-BLOCK PUMPHOUSE, AND 36 FT. S-SE OF THE CENTER OF THE
 DF1495'ROAD.
 DF1495'
 DF1495'BLOUNT NO 1 1935, SO STAMPED, FLUSH WITH THE GROUND, IS
 DF1495'157.45 FT. S 57 DEG 56 MIN E FROM THE STATION, 70 FT. E
 DF1495'OF THE SE CORNER OF A CORRUGATED IRON BUILDING, 1 FT. N OF THE
 DF1495'PROJECTED PLANE OF THE S WALL OF SAME, 22 FT. SW OF THE SE CORNER OF
 DF1495'A SHED WHICH IS ALSO A FENCE CORNER, AND 7 FT. N OF A FENCE.
 DF1495'
 DF1495'BLOUNT NO 2 1935, SO STAMPED, FLUSH WITH THE GROUND, IS
 DF1495'185.55 FT. S 86 DEG 44 MIN W FROM THE STATION, 118 FT. E-NE
 DF1495'OF THE PROJECTED CENTERLINE OF THE ROAD TO THE S, 85 FT. W-SW OF A
 DF1495'TRANSFORMER POWER POLE, 19 FT. N-NW OF THE CENTER OF THE ROAD, AND IN
 DF1495'THE LINE OF POWER POLES.
 DF1495'
 DF1495'TO REACH FROM THE OLD SLAVE MARKET AT BROAD AND MULBERRY STREETS IN
 DF1495'LOUISVILLE, GO NE ON MULBERRY STREET FOR 0.4 MI.  AND TAKE THE
 DF1495'RIGHT FORK KEEPING GEORGIA HIGHWAY 24, THEN E FOR 8.0 MI. AND KEEP
 DF1495'STRAIGHT AHEAD ON THE LEFT FORK ONTO THE EARTH ROAD, THENCE NE FOR
 DF1495'1.1 MI. TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT.  TO
 DF1495'REACH FROM VIDETTE, GO W FOR 0.6 MI., THENCE NW FOR 1.1 MI., THENCE E
 DF1495'FOR ABOUT 75 YD.
 DF1495'
 DF1495'BLOUNT AZI 1935, SO STAMPED, PROJECTING 4 IN., IS ABOUT
 DF1495'190 YD. N 5 DEG 56 MIN W FROM THE STATION, 15
 DF1495'FT. E OF THE CENTER OF THE FARM ROAD, AND ON A SLOPE ABOUT 0.6 FT.
 DF1495'BELOW THE LEVEL OF THE FIELD TO THE E.
 DF1495
 DF1495                          STATION RECOVERY (1974)
 DF1495
 DF1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DF1495'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 DF1495'DESCRIBED.  REFERENCE MARK 1 WAS NOT FOUND.  REFERENCE MARK 2 WAS
 DF1495'FOUND BATTERED AND TILTED BUT STILL WELL EMBEDED AT THE DESCRIBED
 DF1495'LOCATION.
 DF1495
 DF1495                          STATION RECOVERY (1975)
 DF1495
 DF1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DF1495'STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DF1495'CONDITION.  REFERENCE MARK 2 WAS FOUND BADLY CHIPPED BUT FIRM IN THE
 DF1495'GROUND.  A SHORTER DISTANCE OF .10 FEET WAS MEASURED TO REFERENCE
 DF1495'MARK 2.  A DIFFERENCE OF 01 DEG 38 MIN WAS OBSERVED IN DIRECTION
 DF1495'TO REFERENCE MARK 2.  A SEARCH WAS MADE FOR REFERENCE MARK 1 BY
 DF1495'USING THE 1954 RECOVERY NOTE DISTANCE AND DIRECTION, BUT IT WAS NOT
 DF1495'FOUND.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  DUE TO
 DF1495'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 DF1495'
 DF1495'STATION IS ABOUT 8.6 MILES NORTHEAST OF LOUISVILLE AND ON PROPERTY
 DF1495'OF MR. BYRON BROWN, ROUT 3, LOUISVILLE.  (404) 554-3851.
 DF1495'
 DF1495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 305
 DF1495'IN VIDETTE, GO WEST ON STATE HIGHWAY 24 FOR 0.6 MILE TO FORK AND
 DF1495'COUNTY ROAD 269.  KEEP RIGHT AND GO NORTHWEST ON ROAD 269 FOR 0.7
 DF1495'MILE TO A FORK.  KEEP LEFT AND CONTINUE NORTHWEST ON DIRT ROAD FOR
 DF1495'0.35 MILE TO A T ROAD.  TURN RIGHT AND GO 0.05 MILE TO STATION ON
 DF1495'RIGHT.
 DF1495'
 DF1495'STATION MARK, A STANDARD DISK STAMPED BLOUNT 1935, IS SET IN THE TOP
 DF1495'OF A IRREGULAR MASS OF CONCRETE THAT IS SET FLUSH WITH THE GROUND
 DF1495'SURFACE.  IT IS 90 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DF1495'FRAME HOUSE, 91 FEET SOUTHWEST OF THE CENTER OF JUNCTION OF ROADS,
 DF1495'58.5 FEET WEST-SOUTHWEST OF THE WEST SIDE OF A 40-INCH MAPLE
 DF1495'TREE, 52.5 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A CONCRETE
 DF1495'BLOCK PUMP HOUSE AND 35 FEET SOUTH OF THE CENTER OF ROAD.
 DF1495'
 DF1495'REFERENCE MARK 2, A STANDARD DISK STAMPED BLOUNT NO 2 1935, IS SET
 DF1495'IN THE TOP OF A BADLY CHIPPED CONCRETE MONUMENT THAT IS SET FLUSH
 DF1495'WITH THE SURFACE OF THE GROUND.  IT IS 127 FEET EAST OF THE CENTER OF
 DF1495'A PROJECTED CENTER LINE OF A DIRT ROAD TO THE SOUTH, 100 FEET
 DF1495'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 84.5 FEET WEST OF A
 DF1495'POWER LINE ROAD.
 DF1495'
 DF1495'REFERENCE MARK 3, A STANDARD DISK STAMPED BLOUNT 1935 NO 3 1975, IS
 DF1495'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DF1495'SET FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET EAST OF THE EAST
 DF1495'SIDE OF THE 40-INCH TREE, 32 FEET SOUTHEAST OF THE CENTER OF THE
 DF1495'ROAD JUNCTION, 29 FEET SOUTH OF THE CENTER OF ROAD AND 2.5 FEET
 DF1495'NORTH OF A METAL WITNESS POST.
 DF1495'
 DF1495'AZIMUTH MARK, A STANDARD DISK STAMPED BLOUNT AZI 1935, IS SET IN THE
 DF1495'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 DF1495'WITH THE GROUND SURFACE.  IT IS 17 FEET EAST OF TWO 3-INCH EVERGREEN
 DF1495'TREES, 19 FEET EAST OF THE CENTER OF A DIRT ROAD, IN A PLUM THICKET,
 DF1495'6.5 FEET SOUTH OF AN 8-INCH PLUM TREE AND 2.2 FEET NORTHEAST OF A
 DF1495'METAL WITNESS POST.
 DF1495'
 DF1495'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 100 FEET EAST ON DIRT
 DF1495'ROAD TO A DIRT ROAD TO THE NORTH.  TURN LEFT AND GO NORTH FOR 0.15
 DF1495'MILES TO TOP OF HILL AND MARK IN PLUM THICKET ON RIGHT.
 DF1495'
 DF1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 DF1495'WEST-NORTHWEST OF VIDETTE.
 DF1495
 DF1495                          STATION RECOVERY (1980)
 DF1495
 DF1495'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1495'THE STATION MARK, REFERENCE MARK 3, AND THE AZIMUTH MARK WERE
 DF1495'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TILTED
 DF1495'AND CHIPPED.  A REFERENCE MARK 4 WAS ESTABLISHED.  A COMPLETE
 DF1495'NEW DESCRIPTION FOLLOWS.
 DF1495'THE STATION IS LOCATED ABOUT 2.2 KM (1-1/2 MI) WEST-NORTHWEST
 DF1495'OF VIDETTE, 14.2 KM (8-3/4 MI) EAST-NORTHEAST OF LOUISVILLE, AND
 DF1495'21.2 KM (13-1/4 MI) SOUTHEAST OF WRENS.
 DF1495'OWNERSHIP--MR. BYRON BROWN, TELEPHONE 404-554-3851.
 DF1495'
 DF1495'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 305 AND
 DF1495'STATE ROUTE 24 IN VIDETTE, GO WEST ALONG STATE ROUTE 24 FOR 0.95
 DF1495'KM (0.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269 FORKING TO THE
 DF1495'RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG COUNTY ROAD 269 FOR
 DF1495'1.15 KM (0.7 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 268 FORKING TO
 DF1495'THE RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 269 FOR
 DF1495'0.55 KM (0.35 MI) TO ITS TERMINATION AT THE JUNCTION OF DIRT
 DF1495'COUNTY ROAD 271 CROSSING.  TURN RIGHT GOING EAST-NORTHEAST ALONG
 DF1495'COUNTY ROAD 271 FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DF1495'
 DF1495'THE STATION IS A STANDARD CGS DISK
 DF1495'STAMPED---BLOUNT 1935---,
 DF1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1495'FLUSH WITH GROUND.  IT IS LOCATED
 DF1495'10.21 METERS (33.50 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1495'COUNTY ROAD 271,
 DF1495'27.49 METERS (90.20 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 DF1495'OF THE EASTERNMOST SIDE OF A FRAME HOUSE,
 DF1495'15.97 METERS (52.40 FT) NORTH FROM THE NORTHEAST CORNER OF A PUMP
 DF1495'HOUSE,
 DF1495'26.51 METERS (87.00 FT) SOUTHWEST FROM THE POINT OF INTERSECTION
 DF1495'OF THE CENTERLINES OF THE COUNTY ROAD AND A FIELD ROAD TO THE
 DF1495'NORTH, AND
 DF1495'18.68 METERS (61.30 FT) WEST-SOUTHWEST FROM A 40 INCH OAK TREE.
 DF1495'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 DF1495'STAMPED---BLOUNT 1935---,
 DF1495'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DF1495'
 DF1495'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 DF1495'STAMPED---BLOUNT 1935 NO 3 1975---,
 DF1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1495'FLUSH WITH GROUND.  IT IS LOCATED
 DF1495'7.92 METERS (26.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1495'COUNTY ROAD 271,
 DF1495'11.94 METERS (39.20 FT) EAST-NORTHEAST FROM THE 40 INCH OAK TREE,
 DF1495'AND
 DF1495'0.79 METER (2.600 FT) NORTH FROM A WITNESS POST.
 DF1495'MARK IS LEVEL WITH STATION.
 DF1495'
 DF1495'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 DF1495'STAMPED---BLOUNT 1935 NO 4 1980---,
 DF1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1495'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1495'31.08 METERS (102.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1495'COUNTY ROAD 271,
 DF1495'11.97 METERS (39.30 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER
 DF1495'OF THE PUMP HOUSE, AND
 DF1495'25.60 METERS (84.00 FT) SOUTH FROM THE 40 INCH OAK TREE.
 DF1495'MARK IS LEVEL WITH STATION.
 DF1495'
 DF1495'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS AZIMUTH MARK DISK
 DF1495'STAMPED---BLOUNT AZ 1 1935---,
 DF1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1495'FLUSH WITH GROUND.  IT IS LOCATED
 DF1495'5.02 METERS (16.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1495'THE WEST SIDE OF THE DIVIDED FIELD ROAD,
 DF1495'33.83 METERS (111.0 FT) SOUTHEAST FROM A BRICK CHIMNEY,
 DF1495'3.66 METERS (12.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1495'EAST SIDE OF THE DIVIDED FIELD ROAD, AND
 DF1495'0.76 METER (2.500 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1495'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG THE
 DF1495'FIELD ROAD FOR 0.25 KM (0.15 MI) TO A DIVIDED SECTION OF THE ROAD
 DF1495'AND THE MARK ON THE LEFT IN THE CENTER OF THE DIVIDED SECTION.
 DF1495'
 DF1495'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1495'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1495'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2511 ***********************************************************************
 DF2511  DESIGNATION -  BLOUNT
 DF2511  PID         -  DF2511
 DF2511  STATE/COUNTY-  GA/MONROE
 DF2511  USGS QUAD   -  INDIAN SPRINGS (1981)
 DF2511
 DF2511                         *CURRENT SURVEY CONTROL
 DF2511  ___________________________________________________________________
 DF2511* NAD 83(1994)-  33 10 42.52526(N)    083 57 30.91345(W)     ADJUSTED  
 DF2511* NAVD 88     -       210.0    (meters)     689.     (feet)  VERTCON   
 DF2511  ___________________________________________________________________
 DF2511  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 DF2511  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DF2511
 DF2511  HORZ ORDER  -  FIRST
 DF2511
 DF2511.The horizontal coordinates were established by classical geodetic methods
 DF2511.and adjusted by the National Geodetic Survey in September 1997..
 DF2511
 DF2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2511
 DF2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2511
 DF2511.The geoid height was determined by GEOID03.
 DF2511
 DF2511;                    North         East     Units Scale Factor Converg.
 DF2511;SPC GA W     -   352,413.112   719,404.538   MT  0.99990464   +0 06 49.9
 DF2511;SPC GA W     - 1,156,208.68  2,360,246.39   sFT  0.99990464   +0 06 49.9
 DF2511;UTM  17      - 3,674,973.376   224,129.382   MT  1.00053844   -1 37 12.4
 DF2511;UTM  16      - 3,675,194.958   783,596.526   MT  1.00059175   +1 39 55.9
 DF2511
 DF2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2511!SPC GA W     -   0.99997140  x   0.99990464  =   0.99987604
 DF2511!UTM  17      -   0.99997140  x   1.00053844  =   1.00050982
 DF2511!UTM  16      -   0.99997140  x   1.00059175  =   1.00056313
 DF2511
 DF2511:                Primary Azimuth Mark                     Grid Az
 DF2511:SPC GA W     -  JACKSON E MUN TANK                       000 28 03.3
 DF2511:UTM  17      -  JACKSON E MUN TANK                       002 12 05.6
 DF2511:UTM  16      -  JACKSON E MUN TANK                       358 54 57.3
 DF2511
 DF2511|---------------------------------------------------------------------|
 DF2511| PID    Reference Object                     Distance      Geod. Az  |
 DF2511|                                                           dddmmss.s |
 DF2511| DF2537 JACKSON E MUN TANK                  APPROX.13.0 KM 0003453.2 |
 DF2511| DF2536 PEPPERTON MUN TANK                  APPROX.12.6 KM 0043628.2 |
 DF2511| DF2538 JACKSON ATT MICROWAVE               APPROX.13.6 KM 0121846.3 |
 DF2511| DF2534 JACKSON GA POWER MICROWAVE          APPROX.12.1 KM 0155908.3 |
 DF2511| DF2532 FLOVILLA MUN TANK                   APPROX.10.5 KM 0254616.5 |
 DF2511| DF2477 CORK                                APPROX.13.0 KM 0592351.2 |
 DF2511| CY7383 BLOUNT RM 1                          25.291 METERS 12003     |
 DF2511| CY7385 BLOUNT RM 3                                        1891754.3 |
 DF2511| CY7384 BLOUNT RM 2                          28.261 METERS 22142     |
 DF2511| DG2886 JACKSON GA DEPT OF CORR TANK        APPROX.10.6 KM 2981108.2 |
 DF2511| DG2853 JACKSON ST FOREST LOT               APPROX.13.6 KM 3393743.1 |
 DF2511| DF2535 JACKSON CENTRAL GA EMC MAST         APPROX.11.9 KM 3554640.1 |
 DF2511| DF2546 JACKSON COUNTY CTHSE DOME           APPROX.12.9 KM 3563548.6 |
 DF2511|---------------------------------------------------------------------|
 DF2511
 DF2511                          SUPERSEDED SURVEY CONTROL
 DF2511
 DF2511  NAD 83(1986)-  33 10 42.53140(N)    083 57 30.91286(W) AD(       ) 1
 DF2511  NAD 27      -  33 10 42.08511(N)    083 57 31.24265(W) AD(       ) 1
 DF2511  NGVD 29 (07/19/86)  210.1    (m)          689.     (f) VERT ANG       
 DF2511
 DF2511.Superseded values are not recommended for survey control.
 DF2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2511.See file dsdata.txt to determine how the superseded data were derived.
 DF2511
 DF2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2412974973(NAD 83)
 DF2511_MARKER: DS = TRIANGULATION STATION DISK
 DF2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2511
 DF2511  HISTORY     - Date     Condition        Report By
 DF2511  HISTORY     - 1974     MONUMENTED       NGS
 DF2511
 DF2511                          STATION DESCRIPTION
 DF2511
 DF2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 DF2511'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF FORSYTH, 8 MILES
 DF2511'SOUTH OF JACKSON, 5.5 MILES EAST OF INTERSTATE HIGHWAY 75 AND ON
 DF2511'PROPERTY OWNED BY MR. R.H. FREEMAN, WHO LIVES 0.2 MILE NORTH OF
 DF2511'THE STATION, TELEPHONE 994-5882.
 DF2511'
 DF2511'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 DF2511'FORSYTH, GO NORTH ON STATE ROUTE 42 AND 83 FOR 0.45 MILE TO THE
 DF2511'JUNCTION OF ROUTE 83 ON THE RIGHT.  BEAR LEFT AND GO NORTHWEST ON
 DF2511'ROUTE 42 FOR 1.05 MILES TO INTERSTATE HIGHWAY 75 OVERPASS.
 DF2511'CONTINUE NORTH ON ROUTE 42 FOR 4.5 MILES TO THE TOWALIGA RIVER
 DF2511'BRIDGE.  CONTINUE NORTH ON ROUTE 42 FOR 3.6 MILES TO A
 DF2511'ROAD LEFT AND REFERENCE MARK 3 IN THE SOUTHWEST ANGLE OF THE
 DF2511'ROAD INTERSECTION.  CONTINUE NORTH FOR 0.15 MILE TO A
 DF2511'ROAD RIGHT.  TURN RIGHT AND GO EAST ON GREGORY ROAD FOR 0.05 MILE
 DF2511'TO A CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE OF THE ROAD
 DF2511'INTERSECTION.
 DF2511'
 DF2511'THE STATION MARKS ARE STANDARD DISKS STAMPED BLOUNT 1974.  THE
 DF2511'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2511'MONUMENT 1-INCH BELOW THE GROUND SURFACE.  IT IS 193 FEET EAST OF
 DF2511'THE CENTER OF ROUTE 42, 37.5 FEET NORTH OF THE CENTER OF GREGORY
 DF2511'ROAD, 28 FEET EAST OF THE CENTER OF A DIRT ROAD AND 13 FEET
 DF2511'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BARN.  THE
 DF2511'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2511'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 DF2511'
 DF2511'REFERENCE MARK 1, A STANDARD DISK STAMPED BLOUNT NO 1 1974, IS
 DF2511'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2511'WITH THE GROUND SURFACE.  IT IS 79.5 FEET SOUTH-SOUTHEAST OF THE
 DF2511'SOUTHEAST CORNER OF THE BARN, 22.5 FEET NORTH-NORTHWEST OF A
 DF2511'14-INCH OAK TREE, 19 FEET SOUTH OF THE CENTER OF GREGORY ROAD AND
 DF2511'2.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 DF2511'
 DF2511'REFERENCE MARK 2, A STANDARD DISK STAMPED BLOUNT NO 2 1974, IS
 DF2511'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2511'WITH THE GROUND SURFACE.  IT IS 124 FEET EAST OF THE CENTER OF
 DF2511'ROUTE 42, 34.5 FEET SOUTH OF THE CENTER OF GREGORY ROAD, 23.5 FEET
 DF2511'WEST OF THE CENTER OF A DIRT ROAD AND AT THE NORTH END OF A SMALL
 DF2511'ROADSIDE PARK.
 DF2511'
 DF2511'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BLOUNT NO 3 1974,
 DF2511'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF2511'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 38.5 FEET WEST
 DF2511'OF THE CENTER OF ROUTE 42, 37 FEET SOUTH OF THE CENTER OF A PAVED
 DF2511'ROAD, 14.5 FEET NORTH-NORTHWEST OF A FENCE CORNER AND 1.5 FEET
 DF2511'EAST-NORTHEAST OF A METAL WITNESS POST.
 DF2511'
 DF2511'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1499 ***********************************************************************
 DF1499  DESIGNATION -  BLOUNT 1935 AZ MK
 DF1499  PID         -  DF1499
 DF1499  STATE/COUNTY-  GA/BURKE
 DF1499  USGS QUAD   -  KELLYS POND (1950)
 DF1499
 DF1499                         *CURRENT SURVEY CONTROL
 DF1499  ___________________________________________________________________
 DF1499* NAD 83(1994)-  33 02 56.74663(N)    082 16 16.05393(W)     ADJUSTED  
 DF1499* NAVD 88     -       119.4    (meters)     392.     (feet)  VERTCON   
 DF1499  ___________________________________________________________________
 DF1499  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DF1499  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DF1499
 DF1499  HORZ ORDER  -  SECOND
 DF1499
 DF1499.The horizontal coordinates were established by classical geodetic methods
 DF1499.and adjusted by the National Geodetic Survey in September 1997..
 DF1499
 DF1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1499
 DF1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1499
 DF1499.The geoid height was determined by GEOID03.
 DF1499
 DF1499;                    North         East     Units Scale Factor Converg.
 DF1499;SPC GA E     -   338,050.706   190,244.315   MT  0.99990117   -0 03 25.1
 DF1499;SPC GA E     - 1,109,088.02    624,159.89   sFT  0.99990117   -0 03 25.1
 DF1499;UTM  17      - 3,657,447.816   381,318.529   MT  0.99977367   -0 41 35.9
 DF1499
 DF1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1499!SPC GA E     -   0.99998586  x   0.99990117  =   0.99988703
 DF1499!UTM  17      -   0.99998586  x   0.99977367  =   0.99975953
 DF1499
 DF1499                          SUPERSEDED SURVEY CONTROL
 DF1499
 DF1499  NAD 83(1986)-  33 02 56.75110(N)    082 16 16.05039(W) AD(       ) 2
 DF1499  NAD 27      -  33 02 56.20798(N)    082 16 16.60712(W) AD(       ) 2
 DF1499  NGVD 29 (07/19/86)  119.6    (m)          392.     (f) VERT ANG       
 DF1499
 DF1499.Superseded values are not recommended for survey control.
 DF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1499.See file dsdata.txt to determine how the superseded data were derived.
 DF1499
 DF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8131957448(NAD 83)
 DF1499_MARKER: DZ = AZIMUTH MARK DISK
 DF1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1499_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1499+STABILITY: SURFACE MOTION
 DF1499
 DF1499  HISTORY     - Date     Condition        Report By
 DF1499  HISTORY     - 1980     MONUMENTED       GADT
 DF1499
 DF1499                          STATION DESCRIPTION
 DF1499
 DF1499'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1499'THE STATION IS LOCATED ABOUT 2.2 KM (1-1/2 MI) WEST-NORTHWEST OF
 DF1499'VIDETTE, 14.2 KM (8-3/4 MI) EAST-NORTHEAST OF LOUISVILLE, AND
 DF1499'21.2 KM (13-1/4 MI) SOUTHEAST OF WRENS.
 DF1499'OWNERSHIP--MR. BYRON BROWN, TELEPHONE 404-554-3851.
 DF1499'
 DF1499'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 305 AND
 DF1499'STATE ROUTE 24 IN VIDETTE, GO WEST ALONG STATE ROUTE 24 FOR
 DF1499'0.95 KM (0.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269 FORKING
 DF1499'TO THE RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG COUNTY ROAD 269
 DF1499'FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 268
 DF1499'FORKING TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD
 DF1499'269 FOR 0.55 KM (0.35 MI) TO ITS TERMINATION AT THE JUNCTION OF
 DF1499'DIRT COUNTY ROAD 271 CROSSING.  TURN RIGHT GOING EAST-NORTHEAST
 DF1499'ALONG COUNTY ROAD 271 FOR 0.08 KM (0.05 MI) TO THE JUNCTION
 DF1499'OF A DIRT FIELD ROAD ON THE LEFT.  TURN LEFT GOING NORTH ALONG THE
 DF1499'FIELD ROAD FOR 0.25 KM (0.15 MI) TO A DIVIDED SECTION OF THE ROAD
 DF1499'AND THE STATION ON THE LEFT IN THE CENTER OF THE DIVIDED SECTION.
 DF1499'
 DF1499'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 DF1499'STAMPED---BLOUNT AZ 1 1935---,
 DF1499'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1499'FLUSH WITH GROUND.  IT IS LOCATED
 DF1499'5.02 METERS (16.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1499'WEST SIDE OF THE DIVIDED FIELD ROAD,
 DF1499'33.83 METERS (111.0 FT) SOUTHEAST FROM A BRICK CHIMNEY,
 DF1499'3.66 METERS (12.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1499'EAST SIDE OF THE DIVIDED FIELD ROAD, AND
 DF1499'0.76 METER (2.500 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1499'
 DF1499'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1499'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0880 ***********************************************************************
 BR0880  SACS        -  This is a Secondary Airport Control Station.
 BR0880  DESIGNATION -  BLT
 BR0880  PID         -  BR0880
 BR0880  STATE/COUNTY-  GA/LIBERTY
 BR0880  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0880
 BR0880                         *CURRENT SURVEY CONTROL
 BR0880  ___________________________________________________________________
 BR0880* NAD 83(1994)-  31 47 05.72516(N)    081 38 25.80452(W)     ADJUSTED  
 BR0880* NAVD 88     -        28.64   (meters)      94.0    (feet)  GPS OBS   
 BR0880  ___________________________________________________________________
 BR0880  X           -     788,947.419 (meters)                     COMP
 BR0880  Y           -  -5,369,000.477 (meters)                     COMP
 BR0880  Z           -   3,340,182.079 (meters)                     COMP
 BR0880  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 BR0880  ELLIP HEIGHT-          -1.55  (meters)          (03/18/98) GPS OBS
 BR0880  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 BR0880
 BR0880  HORZ ORDER  -  FIRST
 BR0880  ELLP ORDER  -  FIFTH     CLASS I
 BR0880
 BR0880.This mark is at Liberty County Airport (2J2)
 BR0880
 BR0880.The horizontal coordinates were established by GPS observations
 BR0880.and adjusted by the National Geodetic Survey in March 1995..
 BR0880
 BR0880.The orthometric height was determined by GPS observations and a
 BR0880.high-resolution geoid model.
 BR0880
 BR0880.GPS derived orthometric heights for airport stations designated as
 BR0880.PACS or SACS are published to 2 decimal places.  This maintains
 BR0880.centimeter relative accuracy between the PACS and SACS.  It does
 BR0880.not indicate centimeter accuracy relative to other marks which are
 BR0880.part of the NAVD 88 network.
 BR0880
 BR0880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0880
 BR0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0880
 BR0880.The ellipsoidal height was determined by GPS observations
 BR0880.and is referenced to NAD 83.
 BR0880
 BR0880.The geoid height was determined by GEOID03.
 BR0880
 BR0880;                    North         East     Units Scale Factor Converg.
 BR0880;SPC GA E     -   197,991.042   249,830.063   MT  0.99993061   +0 16 37.8
 BR0880;SPC GA E     -   649,575.61    819,650.80   sFT  0.99993061   +0 16 37.8
 BR0880;UTM  17      - 3,516,775.044   439,359.870   MT  0.99964535   -0 20 14.6
 BR0880
 BR0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0880!SPC GA E     -   1.00000024  x   0.99993061  =   0.99993085
 BR0880!UTM  17      -   1.00000024  x   0.99964535  =   0.99964559
 BR0880
 BR0880:                Primary Azimuth Mark                     Grid Az
 BR0880:SPC GA E     -  BLT AZ MK                                153 54 19.2
 BR0880:UTM  17      -  BLT AZ MK                                154 31 11.6
 BR0880
 BR0880|---------------------------------------------------------------------|
 BR0880| PID    Reference Object                     Distance      Geod. Az  |
 BR0880|                                                           dddmmss.s |
 BR0880| BR1591 BLT AZ MK                           457.581 METERS 1541057.0 |
 BR0880|---------------------------------------------------------------------|
 BR0880
 BR0880                          SUPERSEDED SURVEY CONTROL
 BR0880
 BR0880  NAD 83(1986)-  31 47 05.73173(N)    081 38 25.80905(W) AD(       ) 1
 BR0880  NGVD 29 (09/27/88)   28.9    (m)           95.     (f) GPS OBS        
 BR0880
 BR0880.Superseded values are not recommended for survey control.
 BR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0880.See file dsdata.txt to determine how the superseded data were derived.
 BR0880
 BR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3936016775(NAD 83)
 BR0880_MARKER: DH = HORIZONTAL CONTROL DISK
 BR0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0880_STAMPING: BLT 1985
 BR0880_MARK LOGO: NGS   
 BR0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0880+STABILITY: SURFACE MOTION
 BR0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0880+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 BR0880
 BR0880  HISTORY     - Date     Condition        Report By
 BR0880  HISTORY     - 1985     MONUMENTED       NGS
 BR0880  HISTORY     - 19850927 GOOD
 BR0880  HISTORY     - 1987     GOOD             NGS
 BR0880  HISTORY     - 19940415 GOOD             NGS
 BR0880  HISTORY     - 19980804 GOOD             NGS
 BR0880  HISTORY     - 20050201 GOOD             GADT
 BR0880
 BR0880                          STATION DESCRIPTION
 BR0880
 BR0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BR0880'THE STATION IS LOCATED AT THE LIBERTY COUNTY AIRPORT IN WALTHOURVILLE,
 BR0880'APPROXIMATELY 8 KM (4.95 MI) SW OF HINESVILLE.  OWNERSHIP--LIBERTY CO.
 BR0880'TO REACH THE STATION FROM THE POST OFFICE IN ALLENHURST AT THE CORNER
 BR0880'OF DUNLEVIE STREET, GO SOUTHWEST ON U.S.  HWY 82 WEST FOR 2.6 KM (1.60
 BR0880'MI) TO AIRPORT ROAD (SLATAN STREET) .  TURN RIGHT FOR 0.64 KM (0.40
 BR0880'MI) TO PAVED ROAD LEFT LEADING TO AIRPORT.  TURN LEFT FOR 0.4 KM (0.25
 BR0880'MI) TO AIRPORT OFFICE.  THE STATION IS A STANDARD NGS DISK STAMPED
 BR0880'--BLT 1985-- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0880'DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED 8.560 M
 BR0880'(28.084 FT) SSW FROM A WINDSOCK, 13.9 M (45.6 FT) NW FROM WOODEN TOWER
 BR0880'WITH FENCE, 1.6 M (5.2 FT) E FROM FIBERGLASS WITNESS POST AND 2.970 M
 BR0880'(9.744 FT) NE FROM NORTH CORNER NEAREST CEMENT SLAB TO RUNWAY.  THE
 BR0880'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED --BLT 1985-- IMBEDDED
 BR0880'IN THE GROUND 3 FEET (0.9 M) BELOW THE SURFACE.
 BR0880
 BR0880                          STATION RECOVERY (1985)
 BR0880
 BR0880'RECOVERED 1985
 BR0880'RECOVERED IN GOOD CONDITION.
 BR0880
 BR0880                          STATION RECOVERY (1987)
 BR0880
 BR0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BR0880'THE STATION WAS RECOVERED AT THIS DATE.
 BR0880'AS DESCRIBED IN 1985.
 BR0880'
 BR0880'TYPED BY R.L. ZURFLUH.
 BR0880
 BR0880                          STATION RECOVERY (1994)
 BR0880
 BR0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 BR0880'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF HINESVILLE,
 BR0880'AT THE LIBERTY COUNTY AIRPORT IN WALTHOURVILLE. TO REACH THE STATION
 BR0880'FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 119 JUST
 BR0880'SOUTHEAST OF WALTHOURVILLE, GO NORTH ON STATE HIGHWAY 119 0.45 MI
 BR0880'(0.72 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 0.2 MI
 BR0880'(0.3 KM) TO AIRPORT BUILDING AND AIRCRAFT PARKING LOT, TURN LEFT AND
 BR0880'GO SOUTHEAST 0.05 MI (0.08 KM) TO RUNWAY, TURN RIGHT AND GO 0.3 MI
 BR0880'(0.5 KM) TO STATION ON THE RIGHT. THE STATION IS FLUSH WITH THE
 BR0880'GROUND.  LOCATED 8.6 M (28.2 FT) SOUTH-SOUTHWEST A CONCRETE BASE FOR A
 BR0880'WINDSOCK, 3.4 M (11.2 FT) WEST FROM THE EAST CORNER NEAREST CEMENT
 BR0880'SLAB TO RUNWAY, 2.9 M (9.5 FT) NORTHEAST FROM NORTH CORNER NEAREST
 BR0880'CEMENT SLAB TO RUNWAY AND 0.8 M (2.6 FT) WEST FROM A FIBERGLASS
 BR0880'WITNESS POST.
 BR0880
 BR0880                          STATION RECOVERY (1998)
 BR0880
 BR0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BR0880'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF HINESVILLE,
 BR0880'GA.  AT THE LIBERTY COUNTY AIRPORT IN WALTHOURVILLE.  IN THE GRASS,
 BR0880'NEAR THE CENTER OF THE AIRPORT, ALONG THE NORTHEAST SIDE OF THE
 BR0880'RUNWAY.  OWNERSHIP--LIBERTY COUNTY BOARD OF COMMISSIONERS, C/O JOSEPH
 BR0880'W.  BROWN COUNTY ADMINISTRATOR, P.O.  BOX 829, HINESVILLE, GA. 31313.
 BR0880'PHONE 912-876-2164.  NOTE--CONTACT COUNTY ADMINISTRATOR 48-HOURS IN
 BR0880'ADVANCE.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 BR0880'AND STATE HIGHWAY 119 JUST SOUTHEAST OF WALTHOURVILLE, GO NORTH, 0.72
 BR0880'KM (0.45 MI) ALONG HIGHWAY 119 TO A PAVED ROAD LEFT. TURN LEFT,
 BR0880'NORTHWEST, 0.3 KM (0.20 MI) TO THE AIRPORT BUILDING AND AIRCRAFT
 BR0880'PARKING LOT.  TURN LEFT, SOUTHWEST, 0.08 KM (0.05 MI) TO THE RUNWAY.
 BR0880'TURN RIGHT, NORTHWEST, 0.4 KM (0.25 MI) ALONG RUNWAY TO THE STATION ON
 BR0880'THE RIGHT.  LOCATED 8.6 M (28.2 FT) SOUTH-SOUTHWEST OF A CONCRETE BASE
 BR0880'FOR A WINDSOCK, 3.4 M (11.2 FT) EAST OF THE EAST CORNER OF THE NEAREST
 BR0880'CEMENT SLAB TO THE RUNWAY, 4.9 M (16.1 FT) NORTHEAST OF THE NORTH
 BR0880'CORNER OF THE NEAREST CEMENT SLAB TO THE RUNWAY, AND 0.8 M (2.6 FT)
 BR0880'WEST OF A WITNESS POST.  NOTE--THE CEMENT SLAB IS A PORTION OF THE
 BR0880'SEGMENTED CIRCLE AROUND A FORMER WINDSOCK, NOW REMOVED.  (STATION IS
 BR0880'NEAR A LONE TREE) .  NOTE-- THIS STATION IS DESIGNATED AS A SECONDARY
 BR0880'AIRPORT CONTROL STATION (SACS) .
 BR0880
 BR0880                          STATION RECOVERY (2005)
 BR0880
 BR0880'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BR0880'REPORT WAS MADE TO THE GADT FROM A PRIVATE ENGINEERING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1591 ***********************************************************************
 BR1591  SACS        -  This is a Secondary Airport Control Station.
 BR1591  DESIGNATION -  BLT AZ MK
 BR1591  PID         -  BR1591
 BR1591  STATE/COUNTY-  GA/LIBERTY
 BR1591  USGS QUAD   -  WALTHOURVILLE (1973)
 BR1591
 BR1591                         *CURRENT SURVEY CONTROL
 BR1591  ___________________________________________________________________
 BR1591* NAD 83(1994)-  31 46 52.35184(N)    081 38 18.23031(W)     ADJUSTED  
 BR1591* NAVD 88     -        29.00   (meters)      95.1    (feet)  GPS OBS   
 BR1591  ___________________________________________________________________
 BR1591  X           -     789,176.165 (meters)                     COMP
 BR1591  Y           -  -5,369,186.445 (meters)                     COMP
 BR1591  Z           -   3,339,832.121 (meters)                     COMP
 BR1591  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 BR1591  ELLIP HEIGHT-          -1.20  (meters)          (03/18/98) GPS OBS
 BR1591  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 BR1591
 BR1591  HORZ ORDER  -  FIRST
 BR1591  ELLP ORDER  -  FIFTH     CLASS I
 BR1591
 BR1591.This mark is at Liberty County Airport (2J2)
 BR1591
 BR1591.The horizontal coordinates were established by GPS observations
 BR1591.and adjusted by the National Geodetic Survey in March 1995..
 BR1591
 BR1591.The orthometric height was determined by GPS observations and a
 BR1591.high-resolution geoid model.
 BR1591
 BR1591.GPS derived orthometric heights for airport stations designated as
 BR1591.PACS or SACS are published to 2 decimal places.  This maintains
 BR1591.centimeter relative accuracy between the PACS and SACS.  It does
 BR1591.not indicate centimeter accuracy relative to other marks which are
 BR1591.part of the NAVD 88 network.
 BR1591
 BR1591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1591
 BR1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1591
 BR1591.The ellipsoidal height was determined by GPS observations
 BR1591.and is referenced to NAD 83.
 BR1591
 BR1591.The geoid height was determined by GEOID03.
 BR1591
 BR1591;                    North         East     Units Scale Factor Converg.
 BR1591;SPC GA E     -   197,580.131   250,031.318   MT  0.99993086   +0 16 41.6
 BR1591;SPC GA E     -   648,227.48    820,311.08   sFT  0.99993086   +0 16 41.6
 BR1591;UTM  17      - 3,516,362.117   439,556.651   MT  0.99964506   -0 20 10.5
 BR1591
 BR1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1591!SPC GA E     -   1.00000019  x   0.99993086  =   0.99993105
 BR1591!UTM  17      -   1.00000019  x   0.99964506  =   0.99964525
 BR1591
 BR1591:                Primary Azimuth Mark                     Grid Az
 BR1591:SPC GA E     -  BLT                                      333 54 19.3
 BR1591:UTM  17      -  BLT                                      334 31 11.4
 BR1591
 BR1591|---------------------------------------------------------------------|
 BR1591| PID    Reference Object                     Distance      Geod. Az  |
 BR1591|                                                           dddmmss.s |
 BR1591| BR0880 BLT                                 457.581 METERS 3341100.9 |
 BR1591|---------------------------------------------------------------------|
 BR1591
 BR1591                          SUPERSEDED SURVEY CONTROL
 BR1591
 BR1591  NAD 83(1986)-  31 46 52.36016(N)    081 38 18.23377(W) AD(       ) 3
 BR1591  NGVD 29 (03/09/95)   29.3    (m)           96.     (f) GPS OBS        
 BR1591
 BR1591.Superseded values are not recommended for survey control.
 BR1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1591.See file dsdata.txt to determine how the superseded data were derived.
 BR1591
 BR1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3955716362(NAD 83)
 BR1591_MARKER: DZ = AZIMUTH MARK DISK
 BR1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1591_STAMPING: BLT 1985
 BR1591_MARK LOGO: NGS   
 BR1591_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1591+STABILITY: SURFACE MOTION
 BR1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1591+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996
 BR1591
 BR1591  HISTORY     - Date     Condition        Report By
 BR1591  HISTORY     - 1985     MONUMENTED       NGS
 BR1591  HISTORY     - 1987     GOOD             NGS
 BR1591  HISTORY     - 19940419 GOOD             NGS
 BR1591  HISTORY     - 19960501 GOOD             NGS
 BR1591
 BR1591                          STATION DESCRIPTION
 BR1591
 BR1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BR1591'THE STATION IS LOCATED AT THE LIBERTY COUNTY AIRPORT IN WALTHOURVILLE,
 BR1591'APPROXIMATELY 8 KM (4.95 MI) SW OF HINESVILLE.  OWNERSHIP--LIBERTY CO.
 BR1591'TO REACH THE STATION FROM THE POST OFFICE IN ALLENHURST AT THE CORNER
 BR1591'OF DUNLEVIE STREET, GO SOUTHWEST ON U.S.  HWY 82 WEST FOR 2.6 KM (1.60
 BR1591'MI) TO AIRPORT ROAD (SLATAN STREET) .  TURN RIGHT FOR 0.64 KM (0.40
 BR1591'MI) TO PAVED ROAD LEFT LEADING TO AIRPORT.  TURN LEFT FOR 0.4 KM (0.25
 BR1591'MI) TO AIRPORT OFFICE.  TO REACH THE AZ MK FROM STATION MARK, GO WEST
 BR1591'ON RUNWAY FOR 0.45 MI (0.72 KM) TO AZ MK ON THE RIGHT. THE STATION IS
 BR1591'A STANDARD NGS DISK STAMPED --BLT 1985 AZ MK-- SET INTO THE TOP OF A
 BR1591'ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  THE
 BR1591'STATION IS LOCATED 1.860 M (6.102 FT) N FROM A FIBERGLASS WITNESS POST
 BR1591'14.490 M (47.539 FT) NE FROM A WINDSOCK, 1.670 M (5.479 FT) S FROM
 BR1591'CONCRETE SLAB NEAREST RUNWAY NORTHEAST CORNER AND 1.740 M (5.709 FT)
 BR1591'WNW FROM CONCRETE SLAB NEAREST RUNWAY SW CORNER.  THE UNDERGROUND MARK
 BR1591'IS A STANDARD NGS DISK STAMPED --BLT 1985 AZ MK-- IMBEDDED IN THE
 BR1591'GROUND 3 FEET (0.9 M) BELOW THE SURFACE.
 BR1591
 BR1591                          STATION RECOVERY (1987)
 BR1591
 BR1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BR1591'THE STATION WAS RECOVERED AT THIS DATE.
 BR1591'AS DESCRIBED IN 1985.
 BR1591'
 BR1591'TYPED BY R.L. ZURFLUH.
 BR1591
 BR1591                          STATION RECOVERY (1994)
 BR1591
 BR1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 BR1591'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF HINESVILLE,
 BR1591'AT THE LIBERTY COUNTY AIRPORT IN WALTHOURVILLE. TO REACH THE STATION
 BR1591'FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 119 JUST
 BR1591'SOUTHEAST OF WALTHOURVILLE, GO NORTH OF STATE HIGHWAY 119 0.45 MI
 BR1591'(0.72 KM) TO PAVED ROAD LEFT, TURN LEFT AND GO NORTHWEST FOR 0.2 MI
 BR1591'(0.3 KM) TO AIRPORT BUILDING AND AIR CRAFT PARKING LOT, TURN LEFT AND
 BR1591'GO SOUTHEAST 0.05 MI (0.08 KM) TO RUNWAY, CROSS RUNWAY, TURN RIGHT AND
 BR1591'GO NORTH 0.05 MI (0.08 KM) TO AZ MK STATION AT WINDSOCK. THE STATION
 BR1591'IS FLUSH WITH THE GROUND.  LOCATED 14.49 M (47.54 FT) NORTHEAST FROM
 BR1591'THE BASE OF THE WINDSOCK, 1.74 M (5.71 FT) WEST-NORTHWEST OF A
 BR1591'CONCRETE SLAB NEAR THE SOUTHWEST CORNER OF THE RUNWAY, 1.67 M (5.48
 BR1591'FT) SOUTH OF CONCRETE SLAB NEAR THE NORTHEAST CORNER OF THE RUNWAY AND
 BR1591'1.86 M (6.10 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 BR1591
 BR1591                          STATION RECOVERY (1996)
 BR1591
 BR1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 BR1591'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF HINESVILLE,
 BR1591'GA.  AT THE LIBERTY COUNTY AIRPORT IN WALTHOURVILLE.  IN THE GRASS,
 BR1591'NEAR THE SOUTHWEST SIDE OF RUNWAY END 32 ABOUT 14.5 M (47.6 FT)
 BR1591'NORTHEAST OF THE WINDSOCK.  OWNERSHIP--LIBERTY COUNTY BOARD OF
 BR1591'COMMISSIONERS, C/O JOSEPH W.  BROWN COUNTY ADMINISTRATOR, P.O.  BOX
 BR1591'829, HINESVILLE, GA.  31313.  PHONE 912-876-2164.  NOTE--CONTACT
 BR1591'COUNTY ADMINISTRATOR 48-HOURS IN ADVANCE.  TO REACH THE STATION FROM
 BR1591'THE JUNCTION OF U.S.  HIGHWAY 84 AND STATE HIGHWAY 119 JUST SOUTHEAST
 BR1591'OF WALTHOURVILLE, GO NORTH, 0.72 KM (0.45 MI) ALONG HIGHWAY 119 TO A
 BR1591'PAVED ROAD LEFT.  TURN LEFT, NORTHWEST, 0.3 KM (0.20 MI) TO THE
 BR1591'AIRPORT BUILDING AND AIRCRAFT PARKING LOT.  TURN LEFT, SOUTHWEST, 0.08
 BR1591'KM (0.05 MI) TO THE RUNWAY.  CROSS RUNWAY, TURN RIGHT, NORTH, 0.08 KM
 BR1591'(0.05 MI) TO THE AZIMUTH STATION NEAR THE WINDSOCK.  LOCATED 14.5 M
 BR1591'(47.6 FT) NORTHEAST OF THE WINDSOCK BASE, 1.74 M (5.71 FT)
 BR1591'WEST-NORTHWEST OF THE SOUTH CORNER OF THE CONCRETE SLAB NEAREST THE
 BR1591'RUNWAY, AND 1.67 M (5.48 FT) SOUTH OF THE WEST CORNER OF THE CONCRETE
 BR1591'SLAB NEAREST THE RUNWAY.  NOTE--THE CONCRETE SLAB IS PART OF THE
 BR1591'SEGMENTED CIRCLE AROUND THE WINDSOCK.  NOTE-- THIS STATION IS
 BR1591'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6432 ***********************************************************************
 AB6432  DESIGNATION -  BLUE RESET
 AB6432  PID         -  AB6432
 AB6432  STATE/COUNTY-  GA/FANNIN
 AB6432  USGS QUAD   -  BLUE RIDGE (1988)
 AB6432
 AB6432                         *CURRENT SURVEY CONTROL
 AB6432  ___________________________________________________________________
 AB6432* NAD 83(1994)-  34 52 13.80906(N)    084 19 49.94952(W)     ADJUSTED  
 AB6432* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 AB6432  ___________________________________________________________________
 AB6432  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AB6432  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AB6432
 AB6432  HORZ ORDER  -  FIRST
 AB6432
 AB6432.The horizontal coordinates were established by classical geodetic methods
 AB6432.and adjusted by the National Geodetic Survey in September 1997..
 AB6432
 AB6432.The orthometric height was scaled from a topographic map.
 AB6432
 AB6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6432
 AB6432.The geoid height was determined by GEOID03.
 AB6432
 AB6432;                    North         East     Units Scale Factor Converg.
 AB6432;SPC GA W     -   540,071.370   685,018.124   MT  0.99990277   -0 05 37.3
 AB6432;SPC GA W     - 1,771,884.15  2,247,430.30   sFT  0.99990277   -0 05 37.3
 AB6432;UTM  16      - 3,861,933.642   744,006.464   MT  1.00033388   +1 31 37.0
 AB6432
 AB6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6432!SPC GA W     -   0.99991114  x   0.99990277  =   0.99981392
 AB6432!UTM  16      -   0.99991114  x   1.00033388  =   1.00024499
 AB6432
 AB6432|---------------------------------------------------------------------|
 AB6432| PID    Reference Object                     Distance      Geod. Az  |
 AB6432|                                                           dddmmss.s |
 AB6432| CZ4267 BLUE RM 1                            28.856 METERS 05811     |
 AB6432| CZ4269 BLUE RM 3                                          0684813.6 |
 AB6432| EE1592 MORGANTON MUN TANK                  APPROX. 7.4 KM 0852644.5 |
 AB6432| CZ4268 BLUE RM 2                            15.519 METERS 15553     |
 AB6432| EE1598 BLUE RIDGE RAD STA WPPL MAST        438.954 METERS 2193237.0 |
 AB6432|---------------------------------------------------------------------|
 AB6432
 AB6432                          SUPERSEDED SURVEY CONTROL
 AB6432
 AB6432  NAD 83(1986)-  34 52 13.81401(N)    084 19 49.95597(W) AD(       ) 1
 AB6432
 AB6432.Superseded values are not recommended for survey control.
 AB6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6432.See file dsdata.txt to determine how the superseded data were derived.
 AB6432
 AB6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4400661934(NAD 83)
 AB6432_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6432_STAMPING: BLUE 1972 1993
 AB6432_MARK LOGO: NGS   
 AB6432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6432+STABILITY: SURFACE MOTION
 AB6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6432+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB6432
 AB6432  HISTORY     - Date     Condition        Report By
 AB6432  HISTORY     - 1993     MONUMENTED       NGS
 AB6432
 AB6432                          STATION DESCRIPTION
 AB6432
 AB6432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 AB6432'ORIGINAL MARK WAS FOUND, AS REPORTED BY LOCAL SURVEYORS LANE AND
 AB6432'SHELLEY BISHOP, TO BE PROJECTING 2 FT (0.6 M) AFTER CONSTRUCTION OF
 AB6432'WATER TANK.  BOTH SURFACE AND UNDERGROUND MARKS WERE LOWERED, THE
 AB6432'SURFACE MARK BY 1.687 FT (0.514 M) .  THE UNDERGROUND MARK IS 2.956 FT
 AB6432'(0.901 M) BELOW RESET SURFACE MARK.  MARK IS 0.5 MILE (0.8 KM) SW OF
 AB6432'BLUE RIDGE ON CITY PROPERTY INSIDE A CHAIN LINK FENCE THAT SURROUNDS A
 AB6432'WATER TANK.  CALL BLUE RIDGE CITY WATER DEPARTMENT FOR ACCESS.  TO
 AB6432'REACH FROM THE POST OFFICE IN BLUE RIDGE, JUNCTION OF 1ST AND DEPOT
 AB6432'STREETS, DRIVE NE AND NORTH 0.55 MILE (0.89 KM) ON 1ST ST TO COMBINED
 AB6432'STATE ROUTE 515 AND US 76 AND JUNCTION OF STATE ROUTE 5. THERE IS A
 AB6432'MCDONALDS AT THIS INTERSECTION.  TURN LEFT AND PROCEED 0.35 MILE (0.56
 AB6432'KM) SOUTHWEST ON SR 515-US 76 TO A CROSS ROAD, HIGHLAND ST.  TURN
 AB6432'RIGHT, UPHILL, FOR 0.1 MILE (0.2 KM) TO A FORK AND DRIVEWAY.  KEEP
 AB6432'SHARP RIGHT AND CONTINUE UPHILL FOR 0.1 MILE (0.2 KM) TO STATION ON
 AB6432'THE LEFT.  MARK IS ABOUT MIDWAY BETWEEN NE FACE OF WATER TANK AND NE
 AB6432'FENCE LINE, 31 FT (9.4 M) SSE OF NORTH FENCE CORNER, 21 FT (6.4 M) SW
 AB6432'OF NE FENCE CORNER, 19 FT (5.8 M) SSW OF NE FENCE LINE, 19 FT (5.8 M)
 AB6432'WEST OF EAST FENCE LINE AND WITNESS POST. MARK IS PRETTY WELL BLOCKED
 AB6432'BY TANK AND TREES.  RMS 1 AND 3 WERE NOT SEARCHED FOR.  RM 2 WAS FOUND
 AB6432'OUT OF THE GROUND INTACT LYING NEXT TO THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4146 ***********************************************************************
 DH4146  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4146  DESIGNATION -  BLUE RIDGE CORS ARP
 DH4146  CORS_ID     -  GABR
 DH4146  PID         -  DH4146
 DH4146  STATE/COUNTY-  GA/FANNIN
 DH4146  USGS QUAD   -  BLUE RIDGE (1988)
 DH4146
 DH4146                         *CURRENT SURVEY CONTROL
 DH4146  ___________________________________________________________________
 DH4146* NAD 83(CORS)-  34 51 51.92092(N)    084 19 37.60976(W)     ADJUSTED  
 DH4146* NAVD 88     -                                                        
 DH4146  ___________________________________________________________________
 DH4146  EPOCH DATE  -        2002.00
 DH4146  X           -     517,914.949 (meters)                     COMP
 DH4146  Y           -  -5,213,802.934 (meters)                     COMP
 DH4146  Z           -   3,625,831.391 (meters)                     COMP
 DH4146  ELLIP HEIGHT-         516.84  (meters)          (06/??/05) GPS OBS
 DH4146  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH4146
 DH4146  HORZ ORDER  -  SPECIAL (CORS)
 DH4146  ELLP ORDER  -  SPECIAL (CORS)
 DH4146
 DH4146.ITRF positions are available for this station.
 DH4146.The coordinates were established by GPS observations
 DH4146.and adjusted by the National Geodetic Survey in June 2005..
 DH4146.The coordinates are valid at the epoch date displayed above.
 DH4146.The epoch date for horizontal control is a decimal equivalence
 DH4146.of Year/Month/Day.
 DH4146
 DH4146
 DH4146.The PID for the CORS L1 Phase Center is DH4147.
 DH4146
 DH4146.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4146
 DH4146.The ellipsoidal height was determined by GPS observations
 DH4146.and is referenced to NAD 83.
 DH4146
 DH4146.The geoid height was determined by GEOID03.
 DH4146
 DH4146;                    North         East     Units Scale Factor Converg.
 DH4146;SPC GA W     -   539,396.421   685,330.415   MT  0.99990265   -0 05 30.2
 DH4146;SPC GA W     - 1,769,669.76  2,248,454.87   sFT  0.99990265   -0 05 30.2
 DH4146
 DH4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4146!SPC GA W     -   0.99991888  x   0.99990265  =   0.99982154
 DH4146
 DH4146                          SUPERSEDED SURVEY CONTROL
 DH4146
 DH4146.No superseded survey control is available for this station.
 DH4146
 DH4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4433861268(NAD 83)
 DH4146_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4146
 DH4146                          STATION DESCRIPTION
 DH4146
 DH4146'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4146'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4146'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4146'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4146'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4146'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4147 ***********************************************************************
 DH4147  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4147  DESIGNATION -  BLUE RIDGE CORS L1 PHASE CENTER
 DH4147  CORS_ID     -  GABR
 DH4147  PID         -  DH4147
 DH4147  STATE/COUNTY-  GA/FANNIN
 DH4147  USGS QUAD   -  BLUE RIDGE (1988)
 DH4147
 DH4147                         *CURRENT SURVEY CONTROL
 DH4147  ___________________________________________________________________
 DH4147* NAD 83(CORS)-  34 51 51.92093(N)    084 19 37.60974(W)     ADJUSTED  
 DH4147* NAVD 88     -                                                        
 DH4147  ___________________________________________________________________
 DH4147  EPOCH DATE  -        2002.00
 DH4147  X           -     517,914.956 (meters)                     COMP
 DH4147  Y           -  -5,213,802.991 (meters)                     COMP
 DH4147  Z           -   3,625,831.431 (meters)                     COMP
 DH4147  ELLIP HEIGHT-         516.91  (meters)          (06/??/05) GPS OBS
 DH4147  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH4147
 DH4147  HORZ ORDER  -  SPECIAL (CORS)
 DH4147  ELLP ORDER  -  SPECIAL (CORS)
 DH4147
 DH4147.ITRF positions are available for this station.
 DH4147.The coordinates were established by GPS observations
 DH4147.and adjusted by the National Geodetic Survey in June 2005..
 DH4147.The coordinates are valid at the epoch date displayed above.
 DH4147.The epoch date for horizontal control is a decimal equivalence
 DH4147.of Year/Month/Day.
 DH4147
 DH4147
 DH4147.The PID for the CORS ARP is DH4146.
 DH4147
 DH4147.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4147
 DH4147.The ellipsoidal height was determined by GPS observations
 DH4147.and is referenced to NAD 83.
 DH4147
 DH4147.The geoid height was determined by GEOID03.
 DH4147
 DH4147;                    North         East     Units Scale Factor Converg.
 DH4147;SPC GA W     -   539,396.422   685,330.416   MT  0.99990265   -0 05 30.2
 DH4147;SPC GA W     - 1,769,669.76  2,248,454.87   sFT  0.99990265   -0 05 30.2
 DH4147
 DH4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4147!SPC GA W     -   0.99991887  x   0.99990265  =   0.99982153
 DH4147
 DH4147                          SUPERSEDED SURVEY CONTROL
 DH4147
 DH4147.No superseded survey control is available for this station.
 DH4147
 DH4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4433861268(NAD 83)
 DH4147_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4147
 DH4147                          STATION DESCRIPTION
 DH4147
 DH4147'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4147'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4147'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4147'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4147'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4147'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1598 ***********************************************************************
 EE1598  DESIGNATION -  BLUE RIDGE RAD STA WPPL MAST
 EE1598  PID         -  EE1598
 EE1598  STATE/COUNTY-  GA/FANNIN
 EE1598  USGS QUAD   -  BLUE RIDGE (1988)
 EE1598
 EE1598                         *CURRENT SURVEY CONTROL
 EE1598  ___________________________________________________________________
 EE1598* NAD 83(1994)-  34 52 02.82458(N)    084 20 00.95274(W)     ADJUSTED  
 EE1598* NAVD 88     -                                                        
 EE1598  ___________________________________________________________________
 EE1598  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EE1598  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1598
 EE1598  HORZ ORDER  -  THIRD
 EE1598
 EE1598.The horizontal coordinates were established by classical geodetic methods
 EE1598.and adjusted by the National Geodetic Survey in September 1997..
 EE1598
 EE1598
 EE1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1598
 EE1598.The geoid height was determined by GEOID03.
 EE1598
 EE1598;                    North         East     Units Scale Factor Converg.
 EE1598;SPC GA W     -   539,733.365   684,738.132   MT  0.99990287   -0 05 43.6
 EE1598;SPC GA W     - 1,770,775.22  2,246,511.69   sFT  0.99990287   -0 05 43.6
 EE1598;UTM  16      - 3,861,587.705   743,736.026   MT  1.00033225   +1 31 30.3
 EE1598
 EE1598                          SUPERSEDED SURVEY CONTROL
 EE1598
 EE1598  NAD 83(1986)-  34 52 02.82960(N)    084 20 00.95914(W) AD(       ) 4
 EE1598  NAD 27      -  34 52 02.53061(N)    084 20 01.25197(W) AD(       ) 3
 EE1598
 EE1598.Superseded values are not recommended for survey control.
 EE1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1598.See file dsdata.txt to determine how the superseded data were derived.
 EE1598
 EE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4373661588(NAD 83)
 EE1598_MARKER: 42 = RADIO/TV MAST
 EE1598
 EE1598  HISTORY     - Date     Condition        Report By
 EE1598  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1598
 EE1598                          STATION DESCRIPTION
 EE1598
 EE1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1598'THE STATION IS THE LIGHT ATOP AND CENTER OF A STEEL TRUSS-WORK,
 EE1598'GUYED MAST, PAINTED ALTERNATELY RED AND WHITE, OWNED BY THE FANNIN
 EE1598'COUNTY BROADCASTING COMPANY.  IT IS 240 FEET HIGH.
 EE1598'
 EE1598'LOCATED AT THE END OF HIGHLAND STREET IN BLUE RIDGE, GEORGIA, 0.1
 EE1598'MILE WEST OF STATE ROUTE 5 BYPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4010 ***********************************************************************
 CK4010  DESIGNATION -  BLUFF
 CK4010  PID         -  CK4010
 CK4010  STATE/COUNTY-  GA/CHATHAM
 CK4010  USGS QUAD   -  SAVANNAH (1978)
 CK4010
 CK4010                         *CURRENT SURVEY CONTROL
 CK4010  ___________________________________________________________________
 CK4010* NAD 83(1994)-  32 03 58.21894(N)    081 01 23.75178(W)     ADJUSTED  
 CK4010* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 CK4010  ___________________________________________________________________
 CK4010  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CK4010  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 CK4010
 CK4010  HORZ ORDER  -  THIRD
 CK4010
 CK4010.The horizontal coordinates were established by classical geodetic methods
 CK4010.and adjusted by the National Geodetic Survey in September 1997..
 CK4010
 CK4010.The orthometric height was scaled from a topographic map.
 CK4010
 CK4010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4010
 CK4010.The geoid height was determined by GEOID03.
 CK4010
 CK4010;                    North         East     Units Scale Factor Converg.
 CK4010;SPC GA E     -   229,625.700   307,958.360   MT  1.00004369   +0 36 25.5
 CK4010;SPC GA E     -   753,363.65  1,010,360.05   sFT  1.00004369   +0 36 25.5
 CK4010;SPC SC       -    25,824.960   607,402.858   MT  1.00018091   -0 00 46.4
 CK4010;SPC SC       -    84,727.56  1,992,791.53   iFT  1.00018091   -0 00 46.4
 CK4010;UTM  17      - 3,547,770.627   497,804.134   MT  0.99960006   -0 00 44.5
 CK4010
 CK4010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4010!SPC GA E     -   1.00000465  x   1.00004369  =   1.00004834
 CK4010!SPC SC       -   1.00000465  x   1.00018091  =   1.00018556
 CK4010!UTM  17      -   1.00000465  x   0.99960006  =   0.99960470
 CK4010
 CK4010:                Primary Azimuth Mark                     Grid Az
 CK4010:SPC GA E     -  BUT                                      040 33 49.2
 CK4010:SPC SC       -  BUT                                      041 11 01.1
 CK4010:UTM  17      -  BUT                                      041 10 59.2
 CK4010
 CK4010|---------------------------------------------------------------------|
 CK4010| PID    Reference Object                     Distance      Geod. Az  |
 CK4010|                                                           dddmmss.s |
 CK4010| CK4001 BUT                                 APPROX. 1.3 KM 0411014.7 |
 CK4010| CK4006 BEACON 2                            APPROX. 1.8 KM 0901125.2 |
 CK4010| CK4011 SLIM                                298.411 METERS 09102     |
 CK4010| CK4526 BLUFF RM 1                            9.340 METERS 11943     |
 CK4010| CK4009 CHIM                                APPROX. 1.9 KM 1822949.2 |
 CK4010| CK4527 BLUFF RM 2                           11.430 METERS 27741     |
 CK4010|---------------------------------------------------------------------|
 CK4010
 CK4010                          SUPERSEDED SURVEY CONTROL
 CK4010
 CK4010  NAD 83(1986)-  32 03 58.23223(N)    081 01 23.76701(W) AD(       ) 3
 CK4010  NAD 27      -  32 03 57.47400(N)    081 01 24.37500(W) AD(       ) 3
 CK4010
 CK4010.Superseded values are not recommended for survey control.
 CK4010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4010.See file dsdata.txt to determine how the superseded data were derived.
 CK4010
 CK4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9780447771(NAD 83)
 CK4010_MARKER: DS = TRIANGULATION STATION DISK
 CK4010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4010
 CK4010  HISTORY     - Date     Condition        Report By
 CK4010  HISTORY     - 1934     MONUMENTED       CGS
 CK4010  HISTORY     - 1965     MARK NOT FOUND   CGS
 CK4010
 CK4010                          STATION DESCRIPTION
 CK4010
 CK4010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4010'AT EXTEME N.E. POINT OF TREES ON HIGH GROUND KNOWN AS CAUSTON
 CK4010'BLUFF 1/2 MILE N.E. OF SAW MILL ON BLUFF.  STATION MARK STANDARD
 CK4010'DISCS IN 10 IN X 10 IN X 3 FT CONCRETE MONUMENT.  2 R.M.S
 CK4010'STANDARD DISCS IN 10 IN X 10 IN X 3 FT CONCRETE MONUMENTS.
 CK4010
 CK4010                          STATION RECOVERY (1965)
 CK4010
 CK4010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 CK4010'LOST.  THE STATION AND REFERENCE MARKS WERE THOROUGHLY SEARCHED
 CK4010'FOR BUT NOT RECOVERED.  IT IS BELIEVED THAT THE STATION IS
 CK4010'INTACT BUT IS NOW COVERED BY THICK UNDER BRUSH AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2060 ***********************************************************************
 CM2060  DESIGNATION -  BLUFF
 CM2060  PID         -  CM2060
 CM2060  STATE/COUNTY-  GA/TALBOT
 CM2060  USGS QUAD   -  WAVERLY HALL (1985)
 CM2060
 CM2060                         *CURRENT SURVEY CONTROL
 CM2060  ___________________________________________________________________
 CM2060* NAD 83(1994)-  32 43 25.62874(N)    084 40 25.42505(W)     ADJUSTED  
 CM2060* NAVD 88     -       241.9    (meters)     794.     (feet)  VERTCON   
 CM2060  ___________________________________________________________________
 CM2060  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CM2060  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CM2060
 CM2060  HORZ ORDER  -  FIRST
 CM2060
 CM2060.The horizontal coordinates were established by classical geodetic methods
 CM2060.and adjusted by the National Geodetic Survey in September 1997..
 CM2060
 CM2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2060
 CM2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2060
 CM2060.The geoid height was determined by GEOID03.
 CM2060
 CM2060;                    North         East     Units Scale Factor Converg.
 CM2060;SPC GA W     -   302,085.428   652,470.770   MT  0.99992785   -0 16 26.8
 CM2060;SPC GA W     -   991,091.94  2,140,647.85   sFT  0.99992785   -0 16 26.8
 CM2060;UTM  16      - 3,623,059.788   718,010.202   MT  1.00018609   +1 15 29.0
 CM2060
 CM2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2060!SPC GA W     -   0.99996634  x   0.99992785  =   0.99989419
 CM2060!UTM  16      -   0.99996634  x   1.00018609  =   1.00015242
 CM2060
 CM2060|---------------------------------------------------------------------|
 CM2060| PID    Reference Object                     Distance      Geod. Az  |
 CM2060|                                                           dddmmss.s |
 CM2060| CY8088 BLUFF RM 1                           28.698 METERS 03700     |
 CM2060| CM2002 LAZER                               APPROX.12.9 KM 0980306.5 |
 CM2060| CM2003 TALBOTTON MUN TANK                  APPROX.13.6 KM 1114910.0 |
 CM2060| CM2007 TALBOTTON COUNTY CTHSE CUPOLA       APPROX.13.5 KM 1122407.4 |
 CM2060| CY8089 BLUFF RM 2                           28.046 METERS 14932     |
 CM2060| CM2052 ELLERSLIE CABLEVISION MAST          APPROX.11.8 KM 2095513.7 |
 CM2060| CM2061 WAVERLY HALL MUN TANK               APPROX. 7.7 KM 2334338.6 |
 CM2060|---------------------------------------------------------------------|
 CM2060
 CM2060                          SUPERSEDED SURVEY CONTROL
 CM2060
 CM2060  NAD 83(1994)-  32 43 25.63303(N)    084 40 25.42445(W) AD(       ) 1
 CM2060  NAD 83(1986)-  32 43 25.63409(N)    084 40 25.42422(W) AD(       ) 1
 CM2060  NAD 27      -  32 43 25.14789(N)    084 40 25.69494(W) AD(       ) 1
 CM2060  NGVD 29 (07/19/86)  241.9    (m)          794.     (f) VERT ANG       
 CM2060
 CM2060.Superseded values are not recommended for survey control.
 CM2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2060.See file dsdata.txt to determine how the superseded data were derived.
 CM2060
 CM2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1801023060(NAD 83)
 CM2060_MARKER: DS = TRIANGULATION STATION DISK
 CM2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2060
 CM2060  HISTORY     - Date     Condition        Report By
 CM2060  HISTORY     - 1974     MONUMENTED       NGS
 CM2060
 CM2060                          STATION DESCRIPTION
 CM2060
 CM2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM2060'NO SUITABLE LOCATION FOR A DISTANT RM.
 CM2060'
 CM2060'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF TALBOTTON,
 CM2060'7.5 MILES SOUTHWEST OF WOODLAND, 4.5 MILES NORTHEAST OF WAVERLY
 CM2060'HALL AND ON PROPERTY LEASED BY THE GEORGIA KRAFT COMPANY.
 CM2060'
 CM2060'TO REACH FROM THE JUNCTION OF STATE ROUTES 36 AND 41, 1 BLOCK WEST
 CM2060'OF THE POST OFFICE IN WOODLAND, GO SOUTH ON ROUTES 36 AND 41 FOR
 CM2060'1.8 MILES TO A ROAD JUNCTION.  TURN RIGHT AND GO WESTERLY ON
 CM2060'ROUTE 36 FOR 3.55 MILES TO A BRIDGE OVER MULBERRY CREEK.  CONTINUE
 CM2060'WESTERLY FOR 3.8 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 CM2060'AND GO NORTHWEST ON A DIRT ROAD FOR 0.4 MILE TO A WOODS ROAD ON
 CM2060'THE RIGHT AND THE STATION AS DESCRIBED.
 CM2060'
 CM2060'THE STATION MARKS ARE STANDARD DISKS STAMPED BLUFF 1973.  THE
 CM2060'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM2060'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CM2060'93.7 FEET NORTHWEST OF A METAL WITNESS POST, 82 FEET
 CM2060'NORTH-NORTHEAST OF THE ROAD CENTER, 26 FEET WEST OF THE CENTER OF
 CM2060'THE WOODS ROAD AND 22 FEET WEST-NORTHWEST OF A 14-INCH PINE
 CM2060'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 CM2060'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CM2060'
 CM2060'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUFF NO 1 1973, IS
 CM2060'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM2060'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 98 FEET
 CM2060'NORTH-NORTHEAST OF THE PINE TREE, 25 FEET EAST OF THE CENTER OF
 CM2060'THE WOODS ROAD AND 3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 CM2060'POST.
 CM2060'
 CM2060'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUFF NO 2 1973, IS
 CM2060'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM2060'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 CM2060'NORTH-NORTHEAST OF THE ROAD CENTER, 25 FEET EAST OF THE CENTER OF
 CM2060'THE WOODS ROAD AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 CM2060'
 CM2060'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1891 ***********************************************************************
 CL1891  DESIGNATION -  BLUNDALE
 CL1891  PID         -  CL1891
 CL1891  STATE/COUNTY-  GA/EMANUEL
 CL1891  USGS QUAD   -  DELLWOOD (1971)
 CL1891
 CL1891                         *CURRENT SURVEY CONTROL
 CL1891  ___________________________________________________________________
 CL1891* NAD 83(1994)-  32 44 56.08105(N)    082 23 25.56782(W)     ADJUSTED  
 CL1891* NAVD 88     -       117.8    (meters)     386.     (feet)  VERTCON   
 CL1891  ___________________________________________________________________
 CL1891  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL1891  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CL1891
 CL1891  HORZ ORDER  -  FIRST
 CL1891  VERT ORDER  -  THIRD ? (See Below)
 CL1891
 CL1891.The horizontal coordinates were established by classical geodetic methods
 CL1891.and adjusted by the National Geodetic Survey in September 1997..
 CL1891
 CL1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1891.The vertical order pertains to the NGVD 29 superseded value.
 CL1891
 CL1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1891
 CL1891.The geoid height was determined by GEOID03.
 CL1891
 CL1891;                    North         East     Units Scale Factor Converg.
 CL1891;SPC GA E     -   304,780.033   179,031.126   MT  0.99990542   -0 07 15.8
 CL1891;SPC GA E     -   999,932.49    587,371.29   sFT  0.99990542   -0 07 15.8
 CL1891;UTM  17      - 3,624,306.919   369,739.305   MT  0.99980922   -0 45 08.2
 CL1891
 CL1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1891!SPC GA E     -   0.99998606  x   0.99990542  =   0.99989148
 CL1891!UTM  17      -   0.99998606  x   0.99980922  =   0.99979528
 CL1891
 CL1891|---------------------------------------------------------------------|
 CL1891| PID    Reference Object                     Distance      Geod. Az  |
 CL1891|                                                           dddmmss.s |
 CL1891| CY7251 BLUNDALE RM 1                        33.089 METERS 00503     |
 CL1891| CY7250 BLUNDALE AZ MK                                     0150437.5 |
 CL1891| CL1897 BLUNDALE RM 3                        21.602 METERS 08954     |
 CL1891| CL1826 DELLWOOD                            APPROX. 9.5 KM 1704519.7 |
 CL1891| CL1900 BLUNDALE 1935 RM 4 TPT              167.903 METERS 23046     |
 CL1891| CL1901 BLUNDALE RM 4                       183.128 METERS 23051     |
 CL1891| CY7252 BLUNDALE RM 2                        20.506 METERS 28121     |
 CL1891|---------------------------------------------------------------------|
 CL1891
 CL1891                          SUPERSEDED SURVEY CONTROL
 CL1891
 CL1891  NAD 83(1986)-  32 44 56.08557(N)    082 23 25.56645(W) AD(       ) 1
 CL1891  NAD 27      -  32 44 55.51351(N)    082 23 26.10644(W) AD(       ) 1
 CL1891  NGVD 29 (07/19/86)  118.0    (m)          387.     (f) LEVELING    3  
 CL1891
 CL1891.Superseded values are not recommended for survey control.
 CL1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1891.See file dsdata.txt to determine how the superseded data were derived.
 CL1891
 CL1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6973924307(NAD 83)
 CL1891_MARKER: DS = TRIANGULATION STATION DISK
 CL1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL1891
 CL1891  HISTORY     - Date     Condition        Report By
 CL1891  HISTORY     - 1935     MONUMENTED       CGS
 CL1891  HISTORY     - 1954     GOOD             CGS
 CL1891  HISTORY     - 1968     GOOD             CGS
 CL1891  HISTORY     - 1973     GOOD             NGS
 CL1891  HISTORY     - 1978     GOOD             NGS
 CL1891
 CL1891                          STATION DESCRIPTION
 CL1891
 CL1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL1891'ABOUT 11 MILES NORTHWEST OF SWAINSBORO, IN THE VILLAGE OF BLUNDALE.
 CL1891'NORTHWEST OF TURN IN ROAD, 120 FEET EAST OF EAST RAIL OF CENTRAL
 CL1891'OF GEORGIA RAILROAD, 50 FEET WEST OF ROAD, 48 FEET SOUTH OF 18-INCH
 CL1891'PINE TREE AND 31 FEET EAST OF WATER TANK SET ON A WOODEN TRESTLE.
 CL1891'TO REACH FROM SWAINSBORO GO NORTH ON U.S. HIGHWAY 1 TO VILLAGE OF
 CL1891'BLUNDALE.  TURN RIGHT AT RAILROAD STATION.  CROSS TRACKS.  BEAR LEFT
 CL1891'TO TURN IN ROAD AT TURPENTINE STILL AND STATION.  SURFACE AND
 CL1891'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE AND
 CL1891'AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CL1891'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS 22 FEET SOUTHWEST
 CL1891'OF BRICK CHIMNEY AT TURPENTINE STILL AND 108.56 FEET NORTH OF
 CL1891'STATION N 5 DEG 03 MIN W.  NO. 1 PROJECTS 7 INCHES, IS 53
 CL1891'FEET EAST OF RAILROAD TRACKS AND 67.36 FEET WEST OF STATION N 78
 CL1891'DEG 39 MIN W.  AZIMUTH MARK PROJECTS 8 INCHES, IS 12 PACES
 CL1891'WEST OF CENTER OF U.S. HIGHWAY 1, 2 FEET EAST OF FENCE CORNER AND
 CL1891'0.75 MILE NORTH OF STATION N 15 DEG 05 MIN E.  TO
 CL1891'REACH MARK FROM STATION GO BACK TO PAVED ROAD TURN RIGHT 0.8 MILE TO
 CL1891'TOP OF HILL AND MARK.
 CL1891
 CL1891                          STATION RECOVERY (1954)
 CL1891
 CL1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL1891'RECOVERED ALL MARKS IN GOOD CONDITION AND ESSENTIALLY AS DESCRIBED,
 CL1891'EXCEPT FOR CHANGED CONDITIONS AND INTERCHANGED DESCRIPTIONS OF THE
 CL1891'TWO REFERENCE MARKS.
 CL1891'
 CL1891'STATION IS ABOUT 11 MI. N-NW OF SWAINSBORO, AN ESTIMATED 100 YD. E
 CL1891'OF U.S. HIGHWAY 1, IN THE N EDGE OF THE VILLAGE OF BLUNDALE, 120
 CL1891'FT. E OF THE CENTERLINE OF THE WADLEY-SOUTHERN RAILROAD MAIN LINE,
 CL1891'33 FT. N OF THE CENTERLINE OF THE MOST N ONE OF THE E-W STREETS OF
 CL1891'THE VILLAGE, 31 FT. E-SE OF THE CENTRAL FEEDPIPE OF AN ELEVATED
 CL1891'WATER TANK ON AN OLD WOODEN TRESTLE, AND 25.5 FT. NW OF THE CENTER
 CL1891'OF A CREOSOTED POWER POLE.  THE MARK
 CL1891'PROJECTS 4 IN., AND THE DISK IS STAMPED BLUNDALE 1935.
 CL1891'
 CL1891'REFERENCE MARK 1 IS 108.50 FT. N 5 DEG 03 MIN E FROM THE
 CL1891'STATION, 95 FT. E OF THE CENTERLINE OF THE RAILROAD, AND ABOUT 110
 CL1891'FT. W-SW OF THE CHIMNEY OF A DISMANTLED TURPENTINE STILL.  THE MARK
 CL1891'PROJECTS 5 IN., AND THE DISK IS STAMPED BLUNDALE NO 1 1935.
 CL1891'
 CL1891'REFERENCE MARK 2 IS 67.25 FT. N 78 DEG 39 MIN W FROM THE
 CL1891'STATION, 53 FT. E OF THE CENTERLINE OF THE RAILROAD, AND 45 FT. S OF
 CL1891'THE SE CORNER OF AN OLD BLACKSMITH SHOP.
 CL1891'
 CL1891'AZIMUTH MARK IS 0.65 MI. N 15 DEG 05 MIN E FROM
 CL1891'THE STATION, INTERVISIBILITY IS NOW OBSTRUCTED BY BRUSH, 36 FT. W OF
 CL1891'THE CENTERLINE OF U.S. HIGHWAY 1, 38 FT. SE OF THE SE CORNER OF A
 CL1891'TENANT HOUSE BRICK CHIMNEY, ON A 2-FT. BANK, AND 2 FT. W OF THE
 CL1891'TOP OF SAME.  MARK PROJECTS 8 IN., AND
 CL1891'THE DISK IS STAMPED BLUNDALE AZ MK 1935.
 CL1891
 CL1891                          STATION RECOVERY (1968)
 CL1891
 CL1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL1891'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 CL1891'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  PREVIOUS
 CL1891'MEASUREMENTS INDICATES THE BANK HAS ERODED.
 CL1891'
 CL1891'ABOUT 11 MILES NORTH OF THE TOWN OF SWAINBORO, IN THE VILLAGE OF
 CL1891'BLUNDALE, ABOUT 33 FT. NORTH OF A SAND ROAD LEADING NORTHEAST, 23
 CL1891'FT. EAST OF A LONE CHINABERRY TREE, 8.8 FT. SOUTH-SOUTHWEST OF THE
 CL1891'SOUTHEAST CORNER OF A SMALL METAL BUILDING, 9.7 FT. SOUTH-SOUTHEAST
 CL1891'OF THE SOUTHWEST CORNER OF METAL BUILDING, 34.5 FT. NORTH-NORTHEAST
 CL1891'OF A 4 FOOT CREOSOTE POST, MONUMENT PROJECTS ABOUT 4-INCHES.
 CL1891'
 CL1891'REFERENCE MARK NO. 1 IS 108.5 FT. NORTH OF THE STATION, 24.7 FT.
 CL1891'WEST OF A POWER POLE, MONUMENT PROJECTS ABOUT 5-INCHES.
 CL1891'
 CL1891'REFERENCE MARK NO. 2 IS 67.2 FT. WEST OF THE STATION, 48.5 FT. WEST
 CL1891'OF CREOSOTED POST, 18 FT. NORTH OF THE CENTERLINE OF A TRACK ROAD,
 CL1891'MONUMENT PROJECTS ABOUT 5-INCHES.
 CL1891'
 CL1891'TO REACH FROM THE COURT HOUSE IN SWAINBORO GO NORTH ON U.S.
 CL1891'HIGHWAY 1 FOR 11.15 MILES TO A SIDE ROAD RIGHT (NORTH ONE OF TWO),
 CL1891'TURN RIGHT FOR 150 FT., THENCE LEFT FOR 200 FT. TO Y INTERSECTION AND
 CL1891'STATION ABOUT 50 FT. NORTH OF INTERSECTION.
 CL1891'
 CL1891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH
 CL1891
 CL1891                          STATION RECOVERY (1973)
 CL1891
 CL1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 CL1891'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CL1891'CONDITION AS DESCRIBED IN A RECOVERY NOTE BY C.F.O. IN 1968.
 CL1891'NO SEARCH FOR THE AZIMUTH MARK WAS MADE.
 CL1891'
 CL1891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BLUNDALE.
 CL1891
 CL1891                          STATION RECOVERY (1978)
 CL1891
 CL1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1891'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CL1891'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 CL1891'DESTROYED.  A LONGER DISTANCE OF 0.008 METER TO REFERENCE
 CL1891'MARK 2 WAS NOTED AND VERIFIED.  THE DISTANCE TO REFERENCE
 CL1891'MARK 1 COULD NOT BE MEASURED BECAUSE IT WAS BLOCKED BY A
 CL1891'HOUSE TRAILER, THEREFORE, THE DIRECTION COULD NOT BE
 CL1891'TURNED EITHER.  A TOWER COULD NOT BE BUILT OVER THE OLD
 CL1891'STATION MARK, SO A NEW REFERENCE MARK 3 WAS ESTABLISHED
 CL1891'AND OCCUPIED.  NO SUITABLE PLACE WAS FOUND FOR AN
 CL1891'AZIMUTH MARK, SO A LONG REFERENCE MARK 4 WAS ESTABLISHED.
 CL1891'DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 CL1891'
 CL1891'THE STATION IS LOCATED 11 MILES NORTH OF SWAINSBORO,
 CL1891'8.0 MILES SOUTH OF WADLEY AND 6-1/2 MILES WEST OF
 CL1891'SUMMERTOWN.  THE STATION MARK IS ON PROPERTY OWNED BY
 CL1891'MR. LARRY MORRISON, ROUTE 3, SWAINSBORO, GEORGIA, 30401.
 CL1891'THE NEW REFERENCE MARK 3, OCCUPIED AT THIS TIME, IS
 CL1891'ON PROPERTY OWNED BY THE CONTINENTAL CAN COMPANY,
 CL1891'ROUTE 3, BOX 140, SWAINSBORO, GEORGIA, 30401.
 CL1891'
 CL1891'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CL1891'1 AND 80, AT THE NORTHEAST CORNER OF THE COURTHOUSE
 CL1891'SQUARE IN SWAINSBORO, GO NORTH ON U.S. HIGHWAY 1 FOR
 CL1891'5.05 MILES TO THE PINECREST CEMETERY ON THE RIGHT.
 CL1891'CONTINUE NORTH ON U.S. HIGHWAY 1 FOR 3.65 MILES TO A
 CL1891'DIRT CROSSROAD (COUNTY ROAD 109).  CONTINUE NORTH ON
 CL1891'U.S. HIGHWAY 1 FOR 1.65 MILES TO THE BLUNDALE BAPTIST
 CL1891'CHURCH ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 1
 CL1891'FOR 0.55 MILE TO BLUNDALE 1935 RM 4 ON THE LEFT AS
 CL1891'DESCRIBED.  CONTINUE AHEAD FOR ABOUT 100 FEET TO COUNTY
 CL1891'ROAD 369 ON THE RIGHT, THE NORTH ONE OF TWO ROADS.
 CL1891'TURN RIGHT AND GO EAST ON THE DIRT ROAD FOR 0.05
 CL1891'MILE, THEN BEAR LEFT AND GO NORTHERLY ON THE DIRT ROAD
 CL1891'FOR 0.05 MILE TO A CURVE IN THE ROAD AND THE STATION
 CL1891'SITE JUST NORTH OF THE ROAD AS DESCRIBED.
 CL1891'
 CL1891'THE STATION IS A STANDARD NGS DISK
 CL1891'STAMPED---BLUNDALE 1935---,
 CL1891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1891'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1891'44.0 FEET NORTH FROM THE CENTER OF THE DIRT ROAD,
 CL1891'30.7 FEET SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A
 CL1891'TRAILER HOUSE,
 CL1891'16.0 FEET WEST FROM THE CENTER OF A DRIVEWAY AND
 CL1891'1.8 FEET SOUTHEAST FROM A METAL WITNESS POST.
 CL1891'THE 1935 DATA STATES THERE IS AN UNDERGROUND DISK.
 CL1891'A TRAVERSE TIE WAS MADE TO BLUNDALE 1935 RM 3.
 CL1891'
 CL1891'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1891'STAMPED---BLUNDALE NO 1 1935---,
 CL1891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1891'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1891'59.5 FEET NORTHWEST FROM THE NORTHEAST CORNER OF THE
 CL1891'TRAILER HOUSE AND
 CL1891'55.0 FEET NORTHEAST FROM A POWER POLE WITH TRANSFORMER AND
 CL1891'1.5 FEET NORTHEAST FROM A METAL WITNESS POST.
 CL1891'MARK IS LEVEL WITH STATION.
 CL1891'
 CL1891'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL1891'STAMPED---BLUNDALE NO 2 1935---,
 CL1891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1891'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1891'76.0 FEET SOUTH FROM A POWER POLE WITH TRANSFORMER,
 CL1891'48.7 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CL1891'TRAILER HOUSE AND
 CL1891'1.5 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CL1891'MARK IS LEVEL WITH STATION.
 CL1891'
 CL1891'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CL1891'STAMPED---BLUNDALE 1935 NO 3 1978---,
 CL1891'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 CL1891'IN DIAMETER AND PROJECTING 5 CM ABOVE THE GROUND. A METAL
 CL1891'ROD WAS EMBEDDED IN THE MONUMENT.  THE UNDERGROUND MARK IS A
 CL1891'STANDARD DISK STAMPED---BLUNDALE 1935 NO 3 1978---, SET IN
 CL1891'THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.02 METERS BELOW
 CL1891'THE GROUND.
 CL1891'IT IS LOCATED
 CL1891'67.6 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 CL1891'TRAILER HOUSE,
 CL1891'31.0 FEET NORTH FROM THE CENTER OF THE DIRT ROAD AND
 CL1891'3.6 FEET WEST FROM A METAL WITNESS POST.
 CL1891'MARK IS LEVEL WITH STATION.
 CL1891'
 CL1891'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 CL1891'STAMPED---BLUNDALE 1935 NO 4 1978---,
 CL1891'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1891'AND FLUSH WITH THE GROUND.  A METAL ROD WAS EMBEDDED IN
 CL1891'THE MONUMENT.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL1891'STAMPED---BLUNDALE 1935 NO 4 1978---, SET IN THE TOP OF AN
 CL1891'IRREGULAR MASS OF CONCRETE 1.02 METERS BELOW THE GROUND.
 CL1891'IT IS LOCATED
 CL1891'47.0 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 1,
 CL1891'10.0 FEET NORTH FROM AN 18-INCH PINE TREE AND
 CL1891'2.0 FEET NORTH FROM A METAL WITNESS POST.
 CL1891'MARK IS BELOW STATION 1.02 METERS.
 CL1891'
 CL1891'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 BECAUSE
 CL1891'THEY ARE BLOCKED BY TRAILER HOUSE.
 CL1891'
 CL1891'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1897 ***********************************************************************
 CL1897  DESIGNATION -  BLUNDALE RM 3
 CL1897  PID         -  CL1897
 CL1897  STATE/COUNTY-  GA/EMANUEL
 CL1897  USGS QUAD   -  DELLWOOD (1971)
 CL1897
 CL1897                         *CURRENT SURVEY CONTROL
 CL1897  ___________________________________________________________________
 CL1897* NAD 83(1994)-  32 44 56.08237(N)    082 23 24.73801(W)     ADJUSTED  
 CL1897* NAVD 88     -       117.6    (meters)     386.     (feet)  VERTCON   
 CL1897  ___________________________________________________________________
 CL1897  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL1897  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CL1897
 CL1897  HORZ ORDER  -  FIRST
 CL1897  VERT ORDER  -  THIRD ? (See Below)
 CL1897
 CL1897.The horizontal coordinates were established by classical geodetic methods
 CL1897.and adjusted by the National Geodetic Survey in September 1997..
 CL1897
 CL1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1897.The vertical order pertains to the NGVD 29 superseded value.
 CL1897
 CL1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1897
 CL1897.The geoid height was determined by GEOID03.
 CL1897
 CL1897;                    North         East     Units Scale Factor Converg.
 CL1897;SPC GA E     -   304,780.028   179,052.726   MT  0.99990541   -0 07 15.3
 CL1897;SPC GA E     -   999,932.48    587,442.15   sFT  0.99990541   -0 07 15.3
 CL1897;UTM  17      - 3,624,306.676   369,760.902   MT  0.99980915   -0 45 07.7
 CL1897
 CL1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1897!SPC GA E     -   0.99998609  x   0.99990541  =   0.99989150
 CL1897!UTM  17      -   0.99998609  x   0.99980915  =   0.99979524
 CL1897
 CL1897:                Primary Azimuth Mark                     Grid Az
 CL1897:SPC GA E     -  MIDVILLE                                 049 32 33.6
 CL1897:UTM  17      -  MIDVILLE                                 050 10 26.0
 CL1897
 CL1897|---------------------------------------------------------------------|
 CL1897| PID    Reference Object                     Distance      Geod. Az  |
 CL1897|                                                           dddmmss.s |
 CL1897| CL1925 MIDVILLE                            APPROX.16.5 KM 0492518.3 |
 CL1897| CL1829 BELL                                APPROX.12.4 KM 1151808.8 |
 CL1897| CL1891 BLUNDALE                             21.602 METERS 26954     |
 CL1897| CY7252 BLUNDALE RM 2                        41.906 METERS 27527     |
 CL1897| CY7251 BLUNDALE RM 1                        37.833 METERS 33024     |
 CL1897|---------------------------------------------------------------------|
 CL1897
 CL1897                          SUPERSEDED SURVEY CONTROL
 CL1897
 CL1897  NAD 83(1986)-  32 44 56.08689(N)    082 23 24.73669(W) AD(       ) 1
 CL1897  NAD 27      -  32 44 55.51484(N)    082 23 25.27665(W) AD(       ) 1
 CL1897  NGVD 29 (07/19/86)  117.8    (m)          386.     (f) LEVELING    3  
 CL1897
 CL1897.Superseded values are not recommended for survey control.
 CL1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1897.See file dsdata.txt to determine how the superseded data were derived.
 CL1897
 CL1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6976124307(NAD 83)
 CL1897_MARKER: DR = REFERENCE MARK DISK
 CL1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1897
 CL1897  HISTORY     - Date     Condition        Report By
 CL1897  HISTORY     - 1978     MONUMENTED       NGS
 CL1897
 CL1897                          STATION DESCRIPTION
 CL1897
 CL1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1897'THE STATION IS LOCATED 11 MILES NORTH OF SWAINSBORO,
 CL1897'8.0 MILES SOUTH OF WADLEY, 6-1/2 MILES WEST OF SUMMERTOWN,
 CL1897'AND ON PROPERTY OWNED BY THE CONTINENTAL CAN COMPANY,
 CL1897'ROUTE 3, BOX 140, SWAINSBORO, GEORGIA, 30401.  THIS STATION
 CL1897'WAS ESTABLISHED BECAUSE A TOWER COULD NOT BE BUILT
 CL1897'OVER THE ORIGINAL STATION MARK.
 CL1897'
 CL1897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CL1897'1 AND 80, AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE
 CL1897'IN SWAINSBORO, GO NORTH ON U.S. HIGHWAY 1 FOR 5.05
 CL1897'MILES TO THE PINECREST CEMETERY ON THE RIGHT.  CONTINUE
 CL1897'NORTH ON U.S. HIGHWAY 1 FOR 3.65 MILES TO A DIRT
 CL1897'CROSSROAD (COUNTY ROAD 109).  CONTINUE NORTH ON U.S.
 CL1897'HIGHWAY 1 FOR 1.65 MILES TO THE BLUNDALE BAPTIST CHURCH
 CL1897'ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 1 FOR 0.55
 CL1897'MILE TO BLUNDALE 1935 RM 4 ON THE LEFT AS DESCRIBED.
 CL1897'CONTINUE AHEAD FOR ABOUT 100 FEET TO COUNTY ROAD 369
 CL1897'ON THE RIGHT, THE NORTH ONE OF TWO ROADS.  TURN RIGHT
 CL1897'AND GO EAST ON THE DIRT ROAD FOR 0.05 MILE, THEN BEAR
 CL1897'LEFT AND GO NORTHERLY ON THE DIRT ROAD FOR 0.05 MILE
 CL1897'TO A CURVE IN THE ROAD AND THE STATION SITE JUST
 CL1897'NORTH OF THE ROAD AS DESCRIBED.
 CL1897'
 CL1897'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CL1897'STAMPED---BLUNDALE 1935 NO 3 1978---,
 CL1897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1897'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1897'67.6 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF THE TRAILER
 CL1897'HOUSE,
 CL1897'31.0 FEET NORTH FROM THE CENTER OF THE DIRT ROAD AND
 CL1897'3.6 FEET WEST FROM A METAL WITNESS POST.
 CL1897'THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK DISK
 CL1897'STAMPED---BLUNDALE 1935 NO 3 1978---, SET IN THE TOP OF
 CL1897'AN IRREGULAR MASS OF CONCRETE 1.02 METERS BELOW THE GROUND.
 CL1897'
 CL1897'BLUNDALE 1935 IS A STANDARD NGS STATION MARK DISK
 CL1897'STAMPED---BLUNDALE 1935---, SET IN THE TOP OF A ROUND
 CL1897'CONCRETE MONUMENT 30 CM IN DIAMETER AND PROJECTING
 CL1897'15 CM ABOVE THE GROUND.
 CL1897'IT IS LOCATED
 CL1897'44.0 FEET NORTH FROM THE CENTER OF THE DIRT ROAD,
 CL1897'30.7 FEET SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 CL1897'TRAILER HOUSE,
 CL1897'16.0 FEET WEST FROM THE CENTER OF A DRIVEWAY AND
 CL1897'1.8 FEET SOUTHEAST FROM A METAL WITNESS POST.
 CL1897'THE UNDERGROUND MARK IS AS STATED IN THE 1935 DATA.
 CL1897'A METAL ROD WAS DRIVEN IN THE GROUND NEXT TO THE MONUMENT.
 CL1897'
 CL1897'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1897'STAMPED---BLUNDALE NO 1 1935---,
 CL1897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1897'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1897'59.5 FEET NORTHWEST FROM THE NORTHEAST CORNER OF THE TRAILER
 CL1897'HOUSE,
 CL1897'55.0 FEET NORTHEAST FROM A POWER POLE WITH TRANSFORMER AND
 CL1897'1.5 FEET NORTHEAST FROM A METAL WITNESS POST.
 CL1897'MARK IS LEVEL WITH STATION.
 CL1897'
 CL1897'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL1897'STAMPED---BLUNDALE NO 2 1935---,
 CL1897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1897'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1897'76.0 FEET SOUTH FROM A POWER POLE WITH TRANSFORMER,
 CL1897'48.7 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE TRAILER
 CL1897'HOUSE AND
 CL1897'1.5 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CL1897'MARK IS LEVEL WITH STATION.
 CL1897'
 CL1897'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 CL1897'STAMPED---BLUNDALE 1935 NO 4 1978---,
 CL1897'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1897'AND FLUSH WITH THE GROUND. A METAL ROD WAS EMBEDDED IN THE
 CL1897'MONUMENT.  THE UNDERGROUND MARK IS A STANDARD REFERENCE MARK
 CL1897'DISK STAMPED---BLUNDALE 1935 NO 4 1978---, SET IN THE TOP OF
 CL1897'AN IRREGULAR MASS OF CONCRETE 1.02 METERS BELOW THE GROUND.
 CL1897'IT IS LOCATED
 CL1897'47.0 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 1 AND
 CL1897'10.0 FEET NORTH FROM AN 18-INCH PINE TREE AND
 CL1897'2.0 FEET NORTH FROM A METAL WITNESS POST.
 CL1897'MARK IS BELOW STATION 1.0 METERS.
 CL1897'
 CL1897'A TRAVERSE CONNCECTION WAS MADE TO TRIANGULATION
 CL1897'STATION BLUNDALE 1935 USING STANDARDIZED TAPES.
 CL1897'
 CL1897'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1901 ***********************************************************************
 CL1901  DESIGNATION -  BLUNDALE RM 4
 CL1901  PID         -  CL1901
 CL1901  STATE/COUNTY-  GA/EMANUEL
 CL1901  USGS QUAD   -  DELLWOOD (1971)
 CL1901
 CL1901                         *CURRENT SURVEY CONTROL
 CL1901  ___________________________________________________________________
 CL1901* NAD 83(1994)-  32 44 52.32818(N)    082 23 31.02336(W)     ADJUSTED  
 CL1901* NAVD 88     -       116.8    (meters)     383.     (feet)  VERTCON   
 CL1901  ___________________________________________________________________
 CL1901  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 CL1901  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CL1901
 CL1901  HORZ ORDER  -  SECOND
 CL1901  VERT ORDER  -  THIRD ? (See Below)
 CL1901
 CL1901.The horizontal coordinates were established by classical geodetic methods
 CL1901.and adjusted by the National Geodetic Survey in September 1997..
 CL1901
 CL1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1901.The vertical order pertains to the NGVD 29 superseded value.
 CL1901
 CL1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1901
 CL1901.The geoid height was determined by GEOID03.
 CL1901
 CL1901;                    North         East     Units Scale Factor Converg.
 CL1901;SPC GA E     -   304,664.736   178,888.872   MT  0.99990549   -0 07 18.7
 CL1901;SPC GA E     -   999,554.22    586,904.57   sFT  0.99990549   -0 07 18.7
 CL1901;UTM  17      - 3,624,193.207   369,595.804   MT  0.99980969   -0 45 11.1
 CL1901
 CL1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1901!SPC GA E     -   0.99998622  x   0.99990549  =   0.99989171
 CL1901!UTM  17      -   0.99998622  x   0.99980969  =   0.99979591
 CL1901
 CL1901                          SUPERSEDED SURVEY CONTROL
 CL1901
 CL1901  NAD 83(1986)-  32 44 52.33271(N)    082 23 31.02201(W) AD(       ) 2
 CL1901  NAD 27      -  32 44 51.76051(N)    082 23 31.56180(W) AD(       ) 2
 CL1901  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) LEVELING    3  
 CL1901
 CL1901.Superseded values are not recommended for survey control.
 CL1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1901.See file dsdata.txt to determine how the superseded data were derived.
 CL1901
 CL1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6959624193(NAD 83)
 CL1901_MARKER: DR = REFERENCE MARK DISK
 CL1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1901
 CL1901  HISTORY     - Date     Condition        Report By
 CL1901  HISTORY     - 1978     MONUMENTED       NGS
 CL1901
 CL1901                          STATION DESCRIPTION
 CL1901
 CL1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1901'THE STATION IS LOCATED 11 MILES NORTH OF SWAINSBORO,
 CL1901'8 MILES SOUTH
 CL1901'OF WADLEY, 6-1/2 MILES WEST OF SUMMERTOWN AND ON
 CL1901'ROAD RIGHT-OF-WAY PROPERTY.
 CL1901'
 CL1901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CL1901'1 AND 80, AT THE NORTHEAST CORNER OF THE COURTHOUSE
 CL1901'SQUARE IN SWAINSBORO, GO NORTH ON U.S. HIGHWAY 1 FOR 5.05
 CL1901'MILES TO THE PINECREST CEMETERY ON THE RIGHT.  CONTINUE
 CL1901'NORTH ON U.S. HIGHWAY 1 FOR 3.65 MILES TO A DIRT
 CL1901'CROSSROAD (COUNTY ROAD 109).  CONTINUE NORTH ON
 CL1901'U.S. HIGHWAY 1 FOR 1.65 MILES TO THE BLUNDALE BAPTIST
 CL1901'CHURCH ON THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 1
 CL1901'FOR 0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CL1901'
 CL1901'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CL1901'STAMPED---BLUNDALE 1935 NO 4 1978---,
 CL1901'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1901'DIAMETER AND FLUSH WITH THE GROUND.  A METAL ROD WAS
 CL1901'EMBEDDED IN THE MONUMENT.  THE UNDERGROUND MARK IS A
 CL1901'STANDARD NGS REFERENCE MARK DISK STAMPED---BLUNDALE
 CL1901'1935 NO 4 1978---, SET IN THE TOP OF AN IRREGULAR MASS
 CL1901'OF CONCRETE 1.02 METERS BELOW THE GROUND.
 CL1901'IT IS LOCATED
 CL1901'47.0 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 1,
 CL1901'10.0 FEET NORTH FROM AN 18-INCH PINE TREE AND
 CL1901'2.0 FEET NORTH FROM A METAL WITNESS POST.
 CL1901'MARK IS BELOW STATION 1.0 METERS.
 CL1901'
 CL1901'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 CL1901'MARKS WERE ESTABLISHED AT THIS STATION.
 CL1901'
 CL1901'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CL1901'STATION BLUNDALE 1935 USING ELECTRONIC DISTANCE
 CL1901'EQUIPMENT.
 CL1901'
 CL1901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1502 ***********************************************************************
 BR1502  DESIGNATION -  BLY
 BR1502  PID         -  BR1502
 BR1502  STATE/COUNTY-  GA/GLYNN
 BR1502  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1502
 BR1502                         *CURRENT SURVEY CONTROL
 BR1502  ___________________________________________________________________
 BR1502* NAD 83(1994)-  31 11 12.18118(N)    081 32 15.48592(W)     ADJUSTED  
 BR1502* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1502  ___________________________________________________________________
 BR1502  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 BR1502  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 BR1502
 BR1502  HORZ ORDER  -  FIRST
 BR1502
 BR1502.The horizontal coordinates were established by classical geodetic methods
 BR1502.and adjusted by the National Geodetic Survey in September 1997..
 BR1502
 BR1502.The orthometric height was scaled from a topographic map.
 BR1502
 BR1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1502
 BR1502.The geoid height was determined by GEOID03.
 BR1502
 BR1502;                    North         East     Units Scale Factor Converg.
 BR1502;SPC GA E     -   131,719.704   259,952.402   MT  0.99994432   +0 19 32.7
 BR1502;SPC GA E     -   432,150.40    852,860.51   sFT  0.99994432   +0 19 32.7
 BR1502;UTM  17      - 3,450,419.623   448,774.034   MT  0.99963237   -0 16 42.3
 BR1502
 BR1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1502!SPC GA E     -   1.00000446  x   0.99994432  =   0.99994878
 BR1502!UTM  17      -   1.00000446  x   0.99963237  =   0.99963682
 BR1502
 BR1502:                Primary Azimuth Mark                     Grid Az
 BR1502:SPC GA E     -  PICRIC                                   017 16 32.0
 BR1502:UTM  17      -  PICRIC                                   017 52 47.0
 BR1502
 BR1502|---------------------------------------------------------------------|
 BR1502| PID    Reference Object                     Distance      Geod. Az  |
 BR1502|                                                           dddmmss.s |
 BR1502| BR1526 PICRIC                              APPROX. 3.9 KM 0173604.7 |
 BR1502| BR1529 SOUTHERN DOCKS ELEVATOR             APPROX. 1.6 KM 1184836.4 |
 BR1502| BR1531 SOUTHERN DOCKS WATER TANK           APPROX. 1.7 KM 1204921.4 |
 BR1502| BR1532 SOUTHERN DOCKS STACK                APPROX. 1.9 KM 1240241.4 |
 BR1502| BR1506 ROAD                                APPROX. 1.1 KM 2964216.4 |
 BR1502|---------------------------------------------------------------------|
 BR1502
 BR1502                          SUPERSEDED SURVEY CONTROL
 BR1502
 BR1502  NAD 83(1986)-  31 11 12.19251(N)    081 32 15.48958(W) AD(       ) 1
 BR1502  NAD 27      -  31 11 11.36000(N)    081 32 16.11000(W) AD(       ) 1
 BR1502
 BR1502.Superseded values are not recommended for survey control.
 BR1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1502.See file dsdata.txt to determine how the superseded data were derived.
 BR1502
 BR1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4877450420(NAD 83)
 BR1502_MARKER: X = CHISELED CROSS
 BR1502_SETTING: 0 = UNSPECIFIED SETTING
 BR1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1502
 BR1502  HISTORY     - Date     Condition        Report By
 BR1502  HISTORY     - 1899     MONUMENTED       CGS
 BR1502  HISTORY     - 1933     GOOD             CGS
 BR1502  HISTORY     - 1953     MARK NOT FOUND   CGS
 BR1502
 BR1502                          STATION DESCRIPTION
 BR1502
 BR1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FWP)
 BR1502'IN THE SOFT MARSH ON BLYTHE ISLAND ON THE SW SIDE OF TURTLE
 BR1502'RIVER OPPOSITE THE MOUTH OF GILSONS CREEK, 50M. FROM THE MOUTH
 BR1502'OF A SMALL CREEK TO THE WESTWARD, 30M. FROM THE EDGE OF THE
 BR1502'GRASS LINE TO THE NORTHWARD, AND 20M. FROM HWL.  THE STATION
 BR1502'IS MARKED ACCORDING TO (A CROSS CUT IN THE TOP OF
 BR1502'A SCANTLING SET AT THE CENTER OF TWO TILES SUNK INTO THE
 BR1502'GROUND ONE ABOVE THE OTHER.  THE SCANTLING PROJECTS SLIGHTLY
 BR1502'ABOVE THE GROUND AND THE TOP OF THE UPPER TILE IS ABOUT 1 FT
 BR1502'BELOW THE GROUND.)
 BR1502
 BR1502                          STATION RECOVERY (1933)
 BR1502
 BR1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1502'IN THE SOFT MARSH ON BLYTHE ISLAND, ON THE SW SIDE OF TURTLE
 BR1502'RIVER, ABOUT 1/4 MILE W OF THE SHORE OPPOSITE THE MOUTH OF
 BR1502'GILSON CREEK, 350 YDS. W OF S END OF HIGHWAY BRIDGE, AND ABOUT
 BR1502'50 YDS. E OF MOUTH OF MORRISONS SLOUGH.  BANK HAS ERODED
 BR1502'AND STATION IS NOW COVERED
 BR1502'BY ABOUT 6 IN OF WATER AT HIGH TIDE, AND PROJECTS ABOUT 1
 BR1502'FT. OUT OF MUD.  MARK MAY BE SHAKEN SLIGHTLY.  U.S. ENGINEERS
 BR1502'HAVE USED THIS STATION AND ERECTED 10 FT. PLATFORM OVER IT.
 BR1502
 BR1502                          STATION RECOVERY (1953)
 BR1502
 BR1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1502'STATION WAS NOT RECOVERED AFTER AN HOUR SEARCH BY A TWO-MAN
 BR1502'PARTY.  STATION BELIEVED TO HAVE BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1507 ***********************************************************************
 BR1507  DESIGNATION -  BLYTHE IS F RNG LT
 BR1507  PID         -  BR1507
 BR1507  STATE/COUNTY-  GA/GLYNN
 BR1507  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1507
 BR1507                         *CURRENT SURVEY CONTROL
 BR1507  ___________________________________________________________________
 BR1507* NAD 83(1994)-  31 09 23.19757(N)    081 31 58.09419(W)     ADJUSTED  
 BR1507* NAVD 88     -                                                        
 BR1507  ___________________________________________________________________
 BR1507  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BR1507  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 BR1507
 BR1507  HORZ ORDER  -  THIRD
 BR1507
 BR1507.The horizontal coordinates were established by classical geodetic methods
 BR1507.and adjusted by the National Geodetic Survey in September 1997..
 BR1507
 BR1507
 BR1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1507
 BR1507.The geoid height was determined by GEOID03.
 BR1507
 BR1507;                    North         East     Units Scale Factor Converg.
 BR1507;SPC GA E     -   128,366.105   260,432.071   MT  0.99994503   +0 19 40.6
 BR1507;SPC GA E     -   421,147.80    854,434.22   sFT  0.99994503   +0 19 40.6
 BR1507;UTM  17      - 3,447,062.206   449,218.192   MT  0.99963181   -0 16 32.4
 BR1507
 BR1507                          SUPERSEDED SURVEY CONTROL
 BR1507
 BR1507  NAD 83(1986)-  31 09 23.20864(N)    081 31 58.09760(W) AD(       ) 4
 BR1507  NAD 27      -  31 09 22.37400(N)    081 31 58.72300(W) AD(       ) 3
 BR1507
 BR1507.Superseded values are not recommended for survey control.
 BR1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1507.See file dsdata.txt to determine how the superseded data were derived.
 BR1507
 BR1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4921847062(NAD 83)
 BR1507_MARKER: 14 = NAVIGATION LIGHT
 BR1507
 BR1507  HISTORY     - Date     Condition        Report By
 BR1507  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1507  HISTORY     - 1954     GOOD             CGS
 BR1507
 BR1507                          STATION DESCRIPTION
 BR1507
 BR1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1507'THE HIGHEST POINT OF THE BLYTHE ISLAND FRONT RANGE LIGHT GIVEN AS
 BR1507'LIGHT NO. 2097 IN LIGHT LIST, ATLANTIC COAST, 1932.  THIS STATION
 BR1507'WAS LOCATED BY INTERSECTION.  ESTABLISHED IN 1920.
 BR1507
 BR1507                          STATION RECOVERY (1954)
 BR1507
 BR1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1507'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 BR1507'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BR1507'
 BR1507'THE STATION IS THE TOP OF THE LANTERN OF THE BLYTHE ISLAND RANGE
 BR1507'FRONT LIGHT (LISTED AS LIGHT NO. 3997 IN THE 1954 LIGHT LIST),
 BR1507'LOCATED NEAR THE W SHORE OF TURTLE RIVER, OPPOSITE THE MOUTH OF EAST
 BR1507'RIVER.  THE LIGHT IS ATOP A BLACK DOLPHIN STRUCTURE WITH A WHITE
 BR1507'DAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1384 ***********************************************************************
 DF1384  DESIGNATION -  BLYTHE MUN TANK
 DF1384  PID         -  DF1384
 DF1384  STATE/COUNTY-  GA/RICHMOND
 DF1384  USGS QUAD   -  BLYTHE (1980)
 DF1384
 DF1384                         *CURRENT SURVEY CONTROL
 DF1384  ___________________________________________________________________
 DF1384* NAD 83(1994)-  33 17 55.75083(N)    082 12 14.08588(W)     ADJUSTED  
 DF1384* NAVD 88     -                                                        
 DF1384  ___________________________________________________________________
 DF1384  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DF1384  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DF1384
 DF1384  HORZ ORDER  -  THIRD
 DF1384
 DF1384.The horizontal coordinates were established by classical geodetic methods
 DF1384.and adjusted by the National Geodetic Survey in September 1997..
 DF1384
 DF1384
 DF1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1384
 DF1384.The geoid height was determined by GEOID03.
 DF1384
 DF1384;                    North         East     Units Scale Factor Converg.
 DF1384;SPC GA E     -   365,739.916   196,531.362   MT  0.99990015   -0 01 13.6
 DF1384;SPC GA E     - 1,199,931.71    644,786.64   sFT  0.99990015   -0 01 13.6
 DF1384;UTM  17      - 3,685,061.484   387,912.825   MT  0.99975490   -0 39 39.7
 DF1384
 DF1384                          SUPERSEDED SURVEY CONTROL
 DF1384
 DF1384  NAD 83(1986)-  33 17 55.75529(N)    082 12 14.08186(W) AD(       ) 4
 DF1384  NAD 27      -  33 17 55.24164(N)    082 12 14.64775(W) AD(       ) 3
 DF1384
 DF1384.Superseded values are not recommended for survey control.
 DF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1384.See file dsdata.txt to determine how the superseded data were derived.
 DF1384
 DF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8791385061(NAD 83)
 DF1384_MARKER: 53 = ELEVATED TANK
 DF1384
 DF1384  HISTORY     - Date     Condition        Report By
 DF1384  HISTORY     - 1980     FIRST OBSERVED   GADT
 DF1384
 DF1384                          STATION DESCRIPTION
 DF1384
 DF1384'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1384'THE STATION, BLYTHE MUNICIPAL TANK, IS THE APEX
 DF1384'OF VENT ON TOP OF A SILVER COLORED WATER TANK ABOUT 35 METERS
 DF1384'(125 FT) ABOVE THE SURFACE OF THE GROUND, IT HAS THE LOGO
 DF1384'BLYTHE GA 30805 ON THE SIDE.
 DF1384'OWNERSHIP--CITY OF BLYTHE, GA.
 DF1384'
 DF1384'THE STATION IS LOCATED IN BLYTHE ABOUT 1.3 KM (0.8 MI)
 DF1384'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 1 WITH STATE ROUTE 88 AND
 DF1384'ABOUT 25 METERS (75 FT) EAST OF THE CENTERLINE OF STATE ROUTE 88.
 DF1384'
 DF1384'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 WITH
 DF1384'STATE ROUTE 88 LOCATED ABOUT 2 KM (1.25 MI) NORTH OF BLYTHE,
 DF1384'GO SOUTHWEST ALONG STATE ROUTE 88 FOR 1.3 KM
 DF1384'(0.8 MI) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0969 ***********************************************************************
 EE0969  DESIGNATION -  BM
 EE0969  PID         -  EE0969
 EE0969  STATE/COUNTY-  GA/DADE
 EE0969  USGS QUAD   -  SULPHUR SPRINGS (1982)
 EE0969
 EE0969                         *CURRENT SURVEY CONTROL
 EE0969  ___________________________________________________________________
 EE0969* NAD 83(1986)-  34 41 19.     (N)    085 32 29.     (W)     SCALED    
 EE0969* NAVD 88     -       256.694  (meters)     842.17   (feet)  ADJUSTED  
 EE0969  ___________________________________________________________________
 EE0969  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE0969  DYNAMIC HT  -         256.432 (meters)     841.31  (feet)  COMP
 EE0969  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 EE0969
 EE0969  VERT ORDER  -  SECOND    CLASS 0
 EE0969
 EE0969.The horizontal coordinates were scaled from a topographic map and have
 EE0969.an estimated accuracy of +/- 6 seconds.
 EE0969
 EE0969.The orthometric height was determined by differential leveling
 EE0969.and adjusted by the National Geodetic Survey in June 1991..
 EE0969
 EE0969.The geoid height was determined by GEOID03.
 EE0969
 EE0969.The dynamic height is computed by dividing the NAVD 88
 EE0969.geopotential number by the normal gravity value computed on the
 EE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0969.degrees latitude (g = 980.6199 gals.).
 EE0969
 EE0969.The modeled gravity was interpolated from observed gravity values.
 EE0969
 EE0969;                    North         East    Units  Estimated Accuracy
 EE0969;SPC GA W     -   520,740.      574,040.      MT  (+/- 180 meters Scaled)
 EE0969
 EE0969                          SUPERSEDED SURVEY CONTROL
 EE0969
 EE0969  NGVD 29 (??/??/92)  256.694  (m)          842.17   (f) ADJ UNCH    2 0
 EE0969
 EE0969.Superseded values are not recommended for survey control.
 EE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0969.See file dsdata.txt to determine how the superseded data were derived.
 EE0969
 EE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD336394(NAD 83)
 EE0969_MARKER: DD = SURVEY DISK
 EE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0969+STABILITY: SURFACE MOTION
 EE0969
 EE0969  HISTORY     - Date     Condition        Report By
 EE0969  HISTORY     - UNK      MONUMENTED       GAGS
 EE0969  HISTORY     - 1934     GOOD             NGS
 EE0969  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0969
 EE0969                          STATION DESCRIPTION
 EE0969
 EE0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EE0969'AT SULPHUR SPRINGS.
 EE0969'AT SULPHUR SPRINGS, DADE COUNTY, ON THE ALABAMA GREAT SOUTHERN
 EE0969'RAILROAD, 9 RAILS NORTH OF THE STATION, 5-1/2 RAILS NORTH OF
 EE0969'MILEPOST 31, 3 RAILS SOUTH OF A WATER TANK, AND 35 FEET WEST
 EE0969'OF THE CENTERLINE OF THE CENTERLINE OF THE MAIN TRACK.  A STATE
 EE0969'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 EE0969
 EE0969                          STATION RECOVERY (1972)
 EE0969
 EE0969'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0110 ***********************************************************************
 BR0110  DESIGNATION -  BM
 BR0110  PID         -  BR0110
 BR0110  STATE/COUNTY-  GA/GLYNN
 BR0110  USGS QUAD   -  DARIEN (1993)
 BR0110
 BR0110                         *CURRENT SURVEY CONTROL
 BR0110  ___________________________________________________________________
 BR0110* NAD 83(1986)-  31 22 05.     (N)    081 26 08.     (W)     SCALED    
 BR0110* NAVD 88     -         3.201  (meters)      10.50   (feet)  ADJUSTED  
 BR0110  ___________________________________________________________________
 BR0110  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 BR0110  DYNAMIC HT  -           3.198 (meters)      10.49  (feet)  COMP
 BR0110  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 BR0110
 BR0110  VERT ORDER  -  FIRST     CLASS I
 BR0110
 BR0110.The horizontal coordinates were scaled from a topographic map and have
 BR0110.an estimated accuracy of +/- 6 seconds.
 BR0110
 BR0110.The orthometric height was determined by differential leveling
 BR0110.and adjusted by the National Geodetic Survey in June 1991..
 BR0110
 BR0110.The geoid height was determined by GEOID03.
 BR0110
 BR0110.The dynamic height is computed by dividing the NAVD 88
 BR0110.geopotential number by the normal gravity value computed on the
 BR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0110.degrees latitude (g = 980.6199 gals.).
 BR0110
 BR0110.The modeled gravity was interpolated from observed gravity values.
 BR0110
 BR0110;                    North         East    Units  Estimated Accuracy
 BR0110;SPC GA E     -   151,880.      269,550.      MT  (+/- 180 meters Scaled)
 BR0110
 BR0110                          SUPERSEDED SURVEY CONTROL
 BR0110
 BR0110.No superseded survey control is available for this station.
 BR0110
 BR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ585704(NAD 83)
 BR0110_MARKER: DD = SURVEY DISK
 BR0110_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BR0110_SP_SET: PIER
 BR0110_MARK LOGO: USE   
 BR0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0110+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1991
 BR0110
 BR0110  HISTORY     - Date     Condition        Report By
 BR0110  HISTORY     - 1945     MONUMENTED       CGS
 BR0110  HISTORY     - 1975     GOOD             NGS
 BR0110  HISTORY     - 19910322 GOOD             NGS
 BR0110
 BR0110                          STATION DESCRIPTION
 BR0110
 BR0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0110'3.4 MI S FROM DARIEN.
 BR0110'3.40 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0110'AT DARIEN, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEASTERN
 BR0110'MOST PIER AT THE SOUTH END OF SOUTH ALTAMAHA RIVER BRIDGE,
 BR0110'20 FEET BELOW THE BRIDGE FLOOR, 43.7 FEET NORTH OF BM R 198
 BR0110'DESCRIBED, AND ABOUT 2 FEET ABOVE THE GROUND.
 BR0110
 BR0110                          STATION RECOVERY (1991)
 BR0110
 BR0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0110'5.7 KM (3.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0110'IN DARIEN, SET VERTICALLY IN THE EAST FACE OF THE EAST COLUMN OF THE
 BR0110'SOUTH PIER OF AN ABANDONED HIGHWAY BRIDGE SPANNING THE SOUTH ALTAMAHA
 BR0110'RIVER, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE HIGHWAY, 6.1 M
 BR0110'(20.0 FT) BELOW THE LEVEL OF THE BRIDGE, AND 5.2 M (17.1 FT) EAST OF
 BR0110'THE CENTER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0107 ***********************************************************************
 BR0107  DESIGNATION -  BM
 BR0107  PID         -  BR0107
 BR0107  STATE/COUNTY-  GA/MCINTOSH
 BR0107  USGS QUAD   -  DARIEN (1993)
 BR0107
 BR0107                         *CURRENT SURVEY CONTROL
 BR0107  ___________________________________________________________________
 BR0107* NAD 83(1986)-  31 19 38.     (N)    081 26 47.     (W)     SCALED    
 BR0107* NAVD 88     -         1.309  (meters)       4.29   (feet)  ADJUSTED  
 BR0107  ___________________________________________________________________
 BR0107  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 BR0107  DYNAMIC HT  -           1.308 (meters)       4.29  (feet)  COMP
 BR0107  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BR0107
 BR0107  VERT ORDER  -  SECOND    CLASS 0
 BR0107
 BR0107.The horizontal coordinates were scaled from a topographic map and have
 BR0107.an estimated accuracy of +/- 6 seconds.
 BR0107
 BR0107.The orthometric height was determined by differential leveling
 BR0107.and adjusted by the National Geodetic Survey in June 1991..
 BR0107
 BR0107.The geoid height was determined by GEOID03.
 BR0107
 BR0107.The dynamic height is computed by dividing the NAVD 88
 BR0107.geopotential number by the normal gravity value computed on the
 BR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0107.degrees latitude (g = 980.6199 gals.).
 BR0107
 BR0107.The modeled gravity was interpolated from observed gravity values.
 BR0107
 BR0107;                    North         East    Units  Estimated Accuracy
 BR0107;SPC GA E     -   147,350.      268,550.      MT  (+/- 180 meters Scaled)
 BR0107
 BR0107                          SUPERSEDED SURVEY CONTROL
 BR0107
 BR0107  NGVD 29 (??/??/92)    1.60   (m)            5.2    (f) COMPUTED    2 0
 BR0107
 BR0107.Superseded values are not recommended for survey control.
 BR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0107.See file dsdata.txt to determine how the superseded data were derived.
 BR0107
 BR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ575659(NAD 83)
 BR0107_MARKER: DD = SURVEY DISK
 BR0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0107_SP_SET: BRIDGE
 BR0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0107+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 BR0107
 BR0107  HISTORY     - Date     Condition        Report By
 BR0107  HISTORY     - UNK      MONUMENTED       CGS
 BR0107  HISTORY     - 1975     GOOD             NGS
 BR0107  HISTORY     - 20040413 GOOD             USPSQD
 BR0107
 BR0107                          STATION DESCRIPTION
 BR0107
 BR0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0107'AT DARIEN.
 BR0107'0.25 MILE SOUTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0107'AT DARIEN, SET VERTICALLY IN THE WEST FACE OF THE SECOND CONCRETE
 BR0107'PIER FROM THE NORTH END OF THE DARIEN RIVER BRIDGE.  TIDAL
 BR0107'STATION 35, DARIEN, DARIEN RIVER.
 BR0107
 BR0107                          STATION RECOVERY (2004)
 BR0107
 BR0107'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0334 ***********************************************************************
 CL0334  DESIGNATION -  BM
 CL0334  PID         -  CL0334
 CL0334  STATE/COUNTY-  GA/LAURENS
 CL0334  USGS QUAD   -  DUBLIN (1985)
 CL0334
 CL0334                         *CURRENT SURVEY CONTROL
 CL0334  ___________________________________________________________________
 CL0334* NAD 83(1986)-  32 32 48.     (N)    082 52 56.     (W)     SCALED    
 CL0334* NAVD 88     -        65.339  (meters)     214.37   (feet)  ADJUSTED  
 CL0334  ___________________________________________________________________
 CL0334  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CL0334  DYNAMIC HT  -          65.265 (meters)     214.12  (feet)  COMP
 CL0334  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 CL0334
 CL0334  VERT ORDER  -  FIRST     CLASS II
 CL0334
 CL0334.The horizontal coordinates were scaled from a topographic map and have
 CL0334.an estimated accuracy of +/- 6 seconds.
 CL0334
 CL0334.The orthometric height was determined by differential leveling
 CL0334.and adjusted by the National Geodetic Survey in June 1991..
 CL0334
 CL0334.The geoid height was determined by GEOID03.
 CL0334
 CL0334.The dynamic height is computed by dividing the NAVD 88
 CL0334.geopotential number by the normal gravity value computed on the
 CL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0334.degrees latitude (g = 980.6199 gals.).
 CL0334
 CL0334.The modeled gravity was interpolated from observed gravity values.
 CL0334
 CL0334;                    North         East    Units  Estimated Accuracy
 CL0334;SPC GA E     -   282,560.      132,800.      MT  (+/- 180 meters Scaled)
 CL0334
 CL0334                          SUPERSEDED SURVEY CONTROL
 CL0334
 CL0334  NGVD 29 (??/??/92)   65.515  (m)          214.94   (f) ADJ UNCH    1 2
 CL0334
 CL0334.Superseded values are not recommended for survey control.
 CL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0334.See file dsdata.txt to determine how the superseded data were derived.
 CL0334
 CL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS232025(NAD 83)
 CL0334_MARKER: DD = SURVEY DISK
 CL0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0334+STABILITY: SURFACE MOTION
 CL0334
 CL0334  HISTORY     - Date     Condition        Report By
 CL0334  HISTORY     - UNK      MONUMENTED       GAGS
 CL0334  HISTORY     - 1962     GOOD             NGS
 CL0334
 CL0334                          STATION DESCRIPTION
 CL0334
 CL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0334'1.2 MI E FROM DUBLIN.
 CL0334'ABOUT 1.2 MILES EAST ALONG THE WRIGHTSVILLE AND TENNILLE RAILROAD
 CL0334'FROM THE STATION AT DUBLIN, ABOUT 0.8 MILE WEST OF THE CITY HALL AT
 CL0334'EAST DUBLIN, NEAR THE CROSSING OF NATHANIEL DRIVE, 5.2 FEET SOUTH
 CL0334'OF THE SOUTH RAIL, 47 FEET EAST OF THE CENTER OF THE DRIVE CROSSING
 CL0334'THE MAIN TRACK, 28.4 FEET NORTHWEST OF A 4-INCH STEEL PIPE SUPPORTS
 CL0334'A CROSSING SIGN, 24 FEET NORTH OF THE CENTER LINE OF A GRADED ROAD
 CL0334'THAT PARALLELS THE SOUTH SIDE OF THE TRACK, 1/2 FOOT BELOW THE LEVEL
 CL0334'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CL0334'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0771 ***********************************************************************
 DF0771  DESIGNATION -  BM
 DF0771  PID         -  DF0771
 DF0771  STATE/COUNTY-  GA/NEWTON
 DF0771  USGS QUAD   -  COVINGTON (1985)
 DF0771
 DF0771                         *CURRENT SURVEY CONTROL
 DF0771  ___________________________________________________________________
 DF0771* NAD 83(1986)-  33 36 21.     (N)    083 50 58.     (W)     SCALED    
 DF0771* NAVD 88     -       232.29   (+/-2cm)     762.1    (feet)  VERTCON   
 DF0771  ___________________________________________________________________
 DF0771  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DF0771
 DF0771  VERT ORDER  -  ? (See Below)
 DF0771
 DF0771.The horizontal coordinates were scaled from a topographic map and have
 DF0771.an estimated accuracy of +/- 6 seconds.
 DF0771
 DF0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0771.The vertical order pertains to the NGVD 29 superseded value.
 DF0771
 DF0771.The geoid height was determined by GEOID03.
 DF0771
 DF0771;                    North         East    Units  Estimated Accuracy
 DF0771;SPC GA W     -   399,830.      729,440.      MT  (+/- 180 meters Scaled)
 DF0771
 DF0771                          SUPERSEDED SURVEY CONTROL
 DF0771
 DF0771  NGVD 29 (??/??/92)  232.306  (m)          762.16   (f) ADJ UNCH    ?  
 DF0771
 DF0771.Superseded values are not recommended for survey control.
 DF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0771.See file dsdata.txt to determine how the superseded data were derived.
 DF0771
 DF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT356220(NAD 83)
 DF0771_MARKER: Z = SEE DESCRIPTION
 DF0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0771+STABILITY: SURFACE MOTION
 DF0771
 DF0771  HISTORY     - Date     Condition        Report By
 DF0771  HISTORY     - UNK      MONUMENTED       CGS
 DF0771  HISTORY     - 1953     GOOD             NGS
 DF0771
 DF0771                          STATION DESCRIPTION
 DF0771
 DF0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0771'1.1 MI NE FROM COVINGTON.
 DF0771'MILE POST 129 WAS FOUND IN GOOD CONDITION.  THERE WAS NO EVIDENCE
 DF0771'OF ANY DISTURBANCE.  THE POINT WAS NOT MARKED.  1.1 MILES
 DF0771'NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE COURTHOUSE AT
 DF0771'COVINGTON, NEWTON COUNTY, AND ON THE TOP OF THE SOUTHEAST CORNER
 DF0771'OF MILEPOST 129.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0769 ***********************************************************************
 DF0769  DESIGNATION -  BM
 DF0769  PID         -  DF0769
 DF0769  STATE/COUNTY-  GA/NEWTON
 DF0769  USGS QUAD   -  COVINGTON (1985)
 DF0769
 DF0769                         *CURRENT SURVEY CONTROL
 DF0769  ___________________________________________________________________
 DF0769* NAD 83(1986)-  33 37 18.     (N)    083 49 09.     (W)     SCALED    
 DF0769* NAVD 88     -       895.49   (+/-2cm)    2938.0    (feet)  VERTCON   
 DF0769  ___________________________________________________________________
 DF0769  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DF0769
 DF0769  VERT ORDER  -  ? (See Below)
 DF0769
 DF0769.The horizontal coordinates were scaled from a topographic map and have
 DF0769.an estimated accuracy of +/- 6 seconds.
 DF0769
 DF0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF0769.The vertical order pertains to the NGVD 29 superseded value.
 DF0769
 DF0769.The geoid height was determined by GEOID03.
 DF0769
 DF0769;                    North         East    Units  Estimated Accuracy
 DF0769;SPC GA W     -   401,600.      732,240.      MT  (+/- 180 meters Scaled)
 DF0769
 DF0769                          SUPERSEDED SURVEY CONTROL
 DF0769
 DF0769  NGVD 29 (??/??/92)  895.507  (m)         2938.01   (f) ADJ UNCH    ?  
 DF0769
 DF0769.Superseded values are not recommended for survey control.
 DF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0769.See file dsdata.txt to determine how the superseded data were derived.
 DF0769
 DF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT384237(NAD 83)
 DF0769_MARKER: Q = CHISELED SQUARE
 DF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0769+STABILITY: SURFACE MOTION
 DF0769
 DF0769  HISTORY     - Date     Condition        Report By
 DF0769  HISTORY     - UNK      MONUMENTED       USGS
 DF0769  HISTORY     - 1953     GOOD             NGS
 DF0769
 DF0769                          STATION DESCRIPTION
 DF0769
 DF0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DF0769'2.5 MI W FROM ALCOVY.
 DF0769'THE ORIGINAL DESCRIPTION IS ADEQUATE.  2.5 MILES SOUTHWEST ALONG
 DF0769'THE GEORGIA RAILROAD FROM ALCOVY, NEWTON COUNTY, AND ON THE EAST
 DF0769'CORNER OF MILEPOST 127.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1836 ***********************************************************************
 CL1836  DESIGNATION -  BM 10 FAR
 CL1836  PID         -  CL1836
 CL1836  STATE/COUNTY-  GA/EMANUEL
 CL1836  USGS QUAD   -  SUMMERTOWN (1985)
 CL1836
 CL1836                         *CURRENT SURVEY CONTROL
 CL1836  ___________________________________________________________________
 CL1836* NAD 83(1994)-  32 38 20.98889(N)    082 18 53.83510(W)     ADJUSTED  
 CL1836* NAVD 88     -        89.3    (meters)     293.     (feet)  VERTCON   
 CL1836  ___________________________________________________________________
 CL1836  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CL1836  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CL1836
 CL1836  HORZ ORDER  -  SECOND
 CL1836  VERT ORDER  -  THIRD ? (See Below)
 CL1836
 CL1836.The horizontal coordinates were established by classical geodetic methods
 CL1836.and adjusted by the National Geodetic Survey in September 1997..
 CL1836
 CL1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1836.The vertical order pertains to the NGVD 29 superseded value.
 CL1836
 CL1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1836
 CL1836.The geoid height was determined by GEOID03.
 CL1836
 CL1836;                    North         East     Units Scale Factor Converg.
 CL1836;SPC GA E     -   292,597.883   186,087.305   MT  0.99990239   -0 04 47.9
 CL1836;SPC GA E     -   959,964.89    610,521.43   sFT  0.99990239   -0 04 47.9
 CL1836;UTM  17      - 3,612,049.180   376,660.322   MT  0.99978759   -0 42 33.5
 CL1836
 CL1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1836!SPC GA E     -   0.99999055  x   0.99990239  =   0.99989294
 CL1836!UTM  17      -   0.99999055  x   0.99978759  =   0.99977814
 CL1836
 CL1836                          SUPERSEDED SURVEY CONTROL
 CL1836
 CL1836  NAD 83(1986)-  32 38 20.99322(N)    082 18 53.83456(W) AD(       ) 2
 CL1836  NAD 27      -  32 38 20.41160(N)    082 18 54.38008(W) AD(       ) 2
 CL1836  NGVD 29 (07/19/86)   89.5    (m)          294.     (f) LEVELING    3  
 CL1836
 CL1836.Superseded values are not recommended for survey control.
 CL1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1836.See file dsdata.txt to determine how the superseded data were derived.
 CL1836
 CL1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7666012049(NAD 83)
 CL1836_MARKER: DB = BENCH MARK DISK
 CL1836_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CL1836+WITH SETTING: PAVEMENT
 CL1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1836
 CL1836  HISTORY     - Date     Condition        Report By
 CL1836  HISTORY     - 1979     MONUMENTED       USGS
 CL1836
 CL1836                          STATION DESCRIPTION
 CL1836
 CL1836'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (GEL)
 CL1836'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST-SOUTHEAST OF KITE,
 CL1836'10 MILES WEST-NORTHWEST OF TWIN CITY, 4 MILES NORTH-NORTHEAST
 CL1836'OF SWAINSBORO AND ON HIGHWAY RIGHT-OF-WAY.
 CL1836'
 CL1836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 1
 CL1836'IN THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN SWAINSBORO,
 CL1836'GO EASTERLY ON HIGHWAY 80 FOR 0.55 MILES TO THE JUNCTION OF STATE
 CL1836'HIGHWAY 56 ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON STATE
 CL1836'HIGHWAY 56 FOR 0.75 MILE TO A PAVED CROSSROAD.  CONTINUE NORTHERLY
 CL1836'ON HIGHWAY 56 FOR 2.05 MILES TO THE STATION ON THE LEFT.
 CL1836'
 CL1836'THE STATION IS A STANDARD USGS BENCH MARK DISK
 CL1836'STAMPED---, 10 FAR 1970---,
 CL1836'CEMENTED IN A DRILL HOLE IN THE MIDDLE OF A CONCRETE CULVERT.
 CL1836'IT IS LOCATED
 CL1836'75.5 FEET EAST-NORTHEAST FROM THE EAST SIDE OF THE RAILROAD
 CL1836'TRACKS AND
 CL1836'23.5 FEET WEST-SOUTHWEST FROM THE CENTER OF HIGHWAY 56.
 CL1836'
 CL1836'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1836'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1836'
 CL1836'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CL1836'
 CL1836'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MODOC
 CL1836'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1944 ***********************************************************************
 DF1944  DESIGNATION -  BM 18 WHO 1970 USGS 1976
 DF1944  PID         -  DF1944
 DF1944  STATE/COUNTY-  GA/WILKES
 DF1944  USGS QUAD   -  JACKSONS CROSSROADS (1970)
 DF1944
 DF1944                         *CURRENT SURVEY CONTROL
 DF1944  ___________________________________________________________________
 DF1944* NAD 83(1994)-  33 54 36.71296(N)    082 52 29.28475(W)     ADJUSTED  
 DF1944* NAVD 88     -       155.0    (meters)     509.     (feet)  VERTCON   
 DF1944  ___________________________________________________________________
 DF1944  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DF1944  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF1944
 DF1944  HORZ ORDER  -  SECOND
 DF1944  VERT ORDER  -  THIRD ? (See Below)
 DF1944
 DF1944.The horizontal coordinates were established by classical geodetic methods
 DF1944.and adjusted by the National Geodetic Survey in September 1997..
 DF1944.No horizontal observational check was made to the station.
 DF1944
 DF1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1944.The vertical order pertains to the NGVD 29 superseded value.
 DF1944
 DF1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1944
 DF1944.The geoid height was determined by GEOID03.
 DF1944
 DF1944;                    North         East     Units Scale Factor Converg.
 DF1944;SPC GA E     -   433,769.478   134,516.283   MT  0.99995284   -0 23 42.3
 DF1944;SPC GA E     - 1,423,125.36    441,325.51   sFT  0.99995284   -0 23 42.3
 DF1944;UTM  17      - 3,753,781.380   326,672.413   MT  0.99997036   -1 02 46.3
 DF1944
 DF1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1944!SPC GA E     -   0.99998021  x   0.99995284  =   0.99993305
 DF1944!UTM  17      -   0.99998021  x   0.99997036  =   0.99995057
 DF1944
 DF1944                          SUPERSEDED SURVEY CONTROL
 DF1944
 DF1944  NAD 83(1986)-  33 54 36.72019(N)    082 52 29.28375(W) AD(       ) 2
 DF1944  NAD 27      -  33 54 36.29459(N)    082 52 29.76323(W) AD(       ) 2
 DF1944  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) LEVELING    3  
 DF1944
 DF1944.Superseded values are not recommended for survey control.
 DF1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1944.See file dsdata.txt to determine how the superseded data were derived.
 DF1944
 DF1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2667253781(NAD 83)
 DF1944_MARKER: DD = SURVEY DISK
 DF1944_SETTING: 0 = UNSPECIFIED SETTING
 DF1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1944
 DF1944  HISTORY     - Date     Condition        Report By
 DF1944  HISTORY     - 1976     MONUMENTED       USGS
 DF1944  HISTORY     - 20020918 POOR             INDIV
 DF1944
 DF1944                          STATION DESCRIPTION
 DF1944
 DF1944'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (WRN)
 DF1944'MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS LOCATED 26 FEET
 DF1944'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 22 FEET NORTHEAST
 DF1944'OF THE CENTERLINE OF THE TRACK WOODS ROAD.  22.6 FEET SOUTH OF
 DF1944'THE 6 INCH CEDAR TREE, 51.8 FEET SOUTH-SOUTHEAST OF THE 4 INCH
 DF1944'CEDAR TREE, AND 4.6 FEET NORTHEAST OF THE U.S. GEOLOGICAL SURVEY
 DF1944'WITNESS POST.  IT IS A STANDARD DEPARTMENT OF INTERIOR
 DF1944'GEOLOGICAL SURVEY BRASS DISK STAMPED 18 WHD 1970, ELEV 509. FT.,
 DF1944'ATTACHED TO THE TOP OF A STEEL ROD IN A 4 INCH TERRACOTTA
 DF1944'PIPE FLUSH WITH THE SURFACE OF THE GROUND.
 DF1944
 DF1944                          STATION RECOVERY (2002)
 DF1944
 DF1944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SCC)
 DF1944'PERFORMED STATIC GPS SESSION WITH DF0843, CROSS CHECKED WITH CORS
 DF1944'(COGA) AND DISCOVERED THAT THE PUBLISHED POSITION MAY BE OFF BY 25+-
 DF1944'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2185 ***********************************************************************
 CL2185  DESIGNATION -  BM 29 FAR
 CL2185  PID         -  CL2185
 CL2185  STATE/COUNTY-  GA/JOHNSON
 CL2185  USGS QUAD   -  DAVISBORO SE (1981)
 CL2185
 CL2185                         *CURRENT SURVEY CONTROL
 CL2185  ___________________________________________________________________
 CL2185* NAD 83(1994)-  32 45 31.01685(N)    082 30 51.83121(W)     ADJUSTED  
 CL2185* NAVD 88     -        94.5    (meters)     310.     (feet)  VERTCON   
 CL2185  ___________________________________________________________________
 CL2185  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CL2185  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CL2185
 CL2185  HORZ ORDER  -  SECOND
 CL2185  VERT ORDER  -  THIRD ? (See Below)
 CL2185
 CL2185.The horizontal coordinates were established by classical geodetic methods
 CL2185.and adjusted by the National Geodetic Survey in September 1997..
 CL2185
 CL2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2185.The vertical order pertains to the NGVD 29 superseded value.
 CL2185
 CL2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2185
 CL2185.The geoid height was determined by GEOID03.
 CL2185
 CL2185;                    North         East     Units Scale Factor Converg.
 CL2185;SPC GA E     -   305,887.491   167,418.406   MT  0.99991309   -0 11 17.4
 CL2185;SPC GA E     - 1,003,565.88    549,271.89   sFT  0.99991309   -0 11 17.4
 CL2185;UTM  17      - 3,625,542.164   358,140.427   MT  0.99984814   -0 49 10.5
 CL2185
 CL2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2185!SPC GA E     -   0.99998968  x   0.99991309  =   0.99990277
 CL2185!UTM  17      -   0.99998968  x   0.99984814  =   0.99983782
 CL2185
 CL2185                          SUPERSEDED SURVEY CONTROL
 CL2185
 CL2185  NAD 83(1986)-  32 45 31.02132(N)    082 30 51.83012(W) AD(       ) 2
 CL2185  NAD 27      -  32 45 30.44890(N)    082 30 52.35885(W) AD(       ) 2
 CL2185  NGVD 29 (07/19/86)   94.7    (m)          311.     (f) LEVELING    3  
 CL2185
 CL2185.Superseded values are not recommended for survey control.
 CL2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2185.See file dsdata.txt to determine how the superseded data were derived.
 CL2185
 CL2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5814025542(NAD 83)
 CL2185_MARKER: DS = TRIANGULATION STATION DISK
 CL2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2185_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2185
 CL2185  HISTORY     - Date     Condition        Report By
 CL2185  HISTORY     - 1978     MONUMENTED       NGS
 CL2185
 CL2185                          STATION DESCRIPTION
 CL2185
 CL2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL2185'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WADLEY, 8-3/4
 CL2185'MILES SOUTH-SOUTHWEST OF BARTOW, 5 MILES NORTH OF KITE AND ON
 CL2185'HIGHWAY RIGHT-OF-WAY PROPERTY.
 CL2185'
 CL2185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 CL2185'STATE HIGHWAY 171, 57 IN KITE, GO NORTH ON HIGHWAYS 221 AND 171 FOR
 CL2185'2.6 MILES TO A SIDE ROAD LEFT, (COUNTY ROUTE 91108).  CONTINUE
 CL2185'AHEAD NORTH ON HIGHWAYS 221 AND 171 FOR 1.9 MILES TO
 CL2185'A FIELD ENTRANCE ROAD.  CONTINUE NORTH ON
 CL2185'HIGHWAY 221 AND 171 FOR 0.3 MILE TO A SIDE ROAD RIGHT (COUNTY
 CL2185'ROUTE 121) AND BENCH MARK 29 FAR 1970 ON THE LEFT IN A FENCE LINE.
 CL2185'
 CL2185'THE STATION IS A STANDARD USGS BENCH MARK DISK
 CL2185'STAMPED---29 FAR 1970---,
 CL2185'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 CL2185'FLUSH WITH GROUND.  IT IS LOCATED
 CL2185'43.3 FEET WEST FROM THE CENTER OF HIGHWAYS 221 AND 171,
 CL2185'2.3 FEET SOUTH-SOUTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 CL2185'MARKER POST AND
 CL2185'1 FEET WEST FROM A FENCE.
 CL2185'
 CL2185'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CL2185'CHERRY USING ELECTRONIC DISTANCE EQUIPMENT.
 CL2185'
 CL2185'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2182 ***********************************************************************
 CL2182  DESIGNATION -  BM 33 FAR
 CL2182  PID         -  CL2182
 CL2182  STATE/COUNTY-  GA/JEFFERSON
 CL2182  USGS QUAD   -  DAVISBORO SE (1981)
 CL2182
 CL2182                         *CURRENT SURVEY CONTROL
 CL2182  ___________________________________________________________________
 CL2182* NAD 83(1994)-  32 48 50.59030(N)    082 30 13.36673(W)     ADJUSTED  
 CL2182* NAVD 88     -       108.3    (meters)     355.     (feet)  VERTCON   
 CL2182  ___________________________________________________________________
 CL2182  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CL2182  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CL2182
 CL2182  HORZ ORDER  -  SECOND
 CL2182  VERT ORDER  -  THIRD ? (See Below)
 CL2182
 CL2182.The horizontal coordinates were established by classical geodetic methods
 CL2182.and adjusted by the National Geodetic Survey in September 1997..
 CL2182
 CL2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2182.The vertical order pertains to the NGVD 29 superseded value.
 CL2182
 CL2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2182
 CL2182.The geoid height was determined by GEOID03.
 CL2182
 CL2182;                    North         East     Units Scale Factor Converg.
 CL2182;SPC GA E     -   312,031.691   168,439.114   MT  0.99991228   -0 10 57.5
 CL2182;SPC GA E     - 1,023,723.97    552,620.66   sFT  0.99991228   -0 10 57.5
 CL2182;UTM  17      - 3,631,674.326   359,228.761   MT  0.99984435   -0 48 54.1
 CL2182
 CL2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2182!SPC GA E     -   0.99998752  x   0.99991228  =   0.99989980
 CL2182!UTM  17      -   0.99998752  x   0.99984435  =   0.99983187
 CL2182
 CL2182                          SUPERSEDED SURVEY CONTROL
 CL2182
 CL2182  NAD 83(1986)-  32 48 50.59501(N)    082 30 13.36486(W) AD(       ) 2
 CL2182  NAD 27      -  32 48 50.02710(N)    082 30 13.89631(W) AD(       ) 2
 CL2182  NGVD 29 (07/19/86)  108.5    (m)          356.     (f) LEVELING    3  
 CL2182
 CL2182.Superseded values are not recommended for survey control.
 CL2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2182.See file dsdata.txt to determine how the superseded data were derived.
 CL2182
 CL2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5922931674(NAD 83)
 CL2182_MARKER: DB = BENCH MARK DISK
 CL2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2182_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2182
 CL2182  HISTORY     - Date     Condition        Report By
 CL2182  HISTORY     - 1979     MONUMENTED       NGS
 CL2182
 CL2182                          STATION DESCRIPTION
 CL2182
 CL2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2182'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF KITE, 7 MILES
 CL2182'SOUTHWEST OF WADLEY, 5 MILES SOUTH-SOUTHWEST OF BARTOW,
 CL2182'AND IS ON HIGHWAY RIGHT-OF-WAY.
 CL2182'
 CL2182'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 CL2182'AND STATE HIGHWAYS 171 AND 57 IN KITE, GO NORTH ON U.S.
 CL2182'HIGHWAY 221 AND STATE HIGHWAY 171 FOR 9.1 MILES TO A PAVED
 CL2182'CROSSROAD (COUNTY ROAD 92519), JUST AFTER CROSSING THE
 CL2182'JEFFERSON COUNTY LINE.  CONTINUE NORTHERLY ON U.S. HIGHWAY
 CL2182'221 AND STATE HIGHWAY 171 FOR 0.4 MILE TO THE STATION ON
 CL2182'THE RIGHT AS DESCRIBED.
 CL2182'
 CL2182'THE STATION IS A STANDARD USGS BENCH MARK DISK,
 CL2182'STAMPED---33 FAR 1970---,
 CL2182'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 CL2182'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2182'43.0 FEET SOUTHEAST FROM THE CENTER OF U.S. HIGHWAY 221,
 CL2182'2.8 FEET SOUTH FROM A METAL WITNESS POST AND
 CL2182'1.0 FEET NORTH-NORTHEAST FROM A FENCE CORNER POST.  A METAL ROD
 CL2182'WAS DRIVEN INTO THE GROUND BESIDE THE CONCRETE MONUMENT.
 CL2182'
 CL2182'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL2182'REFERENCE MARK ESTABLISHED FOR THIS STATION.
 CL2182'
 CL2182'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 CL2182'
 CL2182'THIS STATION WAS USED AS THE AZIMUTH MARK TO TRIANGULTION STATION
 CL2182'MARVIN AND A TRAVERSE CONNECTION WAS MADE USING ELECTRONIC
 CL2182'DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2146 ***********************************************************************
 CL2146  DESIGNATION -  BM 33 JRS
 CL2146  PID         -  CL2146
 CL2146  STATE/COUNTY-  GA/LAURENS
 CL2146  USGS QUAD   -  MINTER (1985)
 CL2146
 CL2146                         *CURRENT SURVEY CONTROL
 CL2146  ___________________________________________________________________
 CL2146* NAD 83(1994)-  32 27 15.69972(N)    082 45 24.96799(W)     ADJUSTED  
 CL2146* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 CL2146  ___________________________________________________________________
 CL2146  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CL2146  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CL2146
 CL2146  HORZ ORDER  -  SECOND
 CL2146  VERT ORDER  -  THIRD ? (See Below)
 CL2146
 CL2146.The horizontal coordinates were established by classical geodetic methods
 CL2146.and adjusted by the National Geodetic Survey in September 1997..
 CL2146
 CL2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2146.The vertical order pertains to the NGVD 29 superseded value.
 CL2146
 CL2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2146
 CL2146.The geoid height was determined by GEOID03.
 CL2146
 CL2146;                    North         East     Units Scale Factor Converg.
 CL2146;SPC GA E     -   272,249.682   144,505.575   MT  0.99993796   -0 19 00.3
 CL2146;SPC GA E     -   893,205.83    474,098.71   sFT  0.99993796   -0 19 00.3
 CL2146;UTM  17      - 3,592,158.967   334,860.571   MT  0.99993630   -0 56 34.9
 CL2146
 CL2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2146!SPC GA E     -   0.99999064  x   0.99993796  =   0.99992860
 CL2146!UTM  17      -   0.99999064  x   0.99993630  =   0.99992694
 CL2146
 CL2146                          SUPERSEDED SURVEY CONTROL
 CL2146
 CL2146  NAD 83(1986)-  32 27 15.70287(N)    082 45 24.96604(W) AD(       ) 2
 CL2146  NAD 27      -  32 27 15.09804(N)    082 45 25.46680(W) AD(       ) 2
 CL2146  NGVD 29 (07/19/86)   88.2    (m)          289.     (f) LEVELING    3  
 CL2146
 CL2146.Superseded values are not recommended for survey control.
 CL2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2146.See file dsdata.txt to determine how the superseded data were derived.
 CL2146
 CL2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3486192159(NAD 83)
 CL2146_MARKER: DB = BENCH MARK DISK
 CL2146_SETTING: 0 = UNSPECIFIED SETTING
 CL2146_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2146
 CL2146  HISTORY     - Date     Condition        Report By
 CL2146  HISTORY     - 1979     MONUMENTED       USGS
 CL2146
 CL2146                          STATION DESCRIPTION
 CL2146
 CL2146'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (GEL)
 CL2146'THE STATION IS LOCATED 12-1/2 MILES SOUTHEAST OF DUBLIN,
 CL2146'10 MILES NORTHWEST OF SOPERTON, 10 MILES SOUTHWEST OF
 CL2146'ADRIAN AND ON HIGHWAY RIGHT-OF-WAY.
 CL2146'
 CL2146'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CL2146'16 AND STATE HIGHWAY 29, ABOUT 7 MILES NORTHWEST OF
 CL2146'SOPERTON, GO WEST ON INTERSTATE 16 FOR 2.7 MILES TO AN
 CL2146'OVERPASS.  CONTINUE WEST ON INTERSTATE HIGHWAY 16 FOR
 CL2146'0.05 MILE TO TRIANGULAR STATION ROBERT ON THE RIGHT,
 CL2146'SEE DESCRIPTION THEREOF.  CONTINUE WEST ON INTERSTATE HIGHWAY
 CL2146'16 FOR 1.85 MILES TO AN OVERPASS AND THE STATION AT THE
 CL2146'NORTHEAST CORNER OF THE OVERPASS AS DESCRIBED.
 CL2146'
 CL2146'THE STATION IS A STANDARD USGS BENCH MARK DISK
 CL2146'STAMPED---33 JRS 1970---, CEMENTED IN A DRILL HOLE IN THE
 CL2146'CONCRETE CURB AT THE NORTHEAST CORNER OF THE OVERPASS.
 CL2146'IT IS LOCATED
 CL2146'13.0 FEET EAST FROM THE CENTER OF THE COUNTY ROAD CROSSING THE
 CL2146'OVERPASS,
 CL2146'1.5 FEET SOUTH FROM THE EAST END OF THE NORTHERN EXPANSION CRACK
 CL2146'AND
 CL2146'0.9 FEET WEST FROM THE NORTHEAST HEADWALL OF THE OVERPASS.
 CL2146'
 CL2146'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 CL2146'MARKS WERE ESTABLISHED AT THIS STATION.
 CL2146'
 CL2146'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 CL2146'
 CL2146'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL2146'ROBERT, USING ELECTRONIC DISTANCE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2722 ***********************************************************************
 CL2722  DESIGNATION -  BM 36 SKS
 CL2722  PID         -  CL2722
 CL2722  STATE/COUNTY-  GA/PEACH
 CL2722  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2722
 CL2722                         *CURRENT SURVEY CONTROL
 CL2722  ___________________________________________________________________
 CL2722* NAD 83(1994)-  32 31 30.44523(N)    083 58 29.79584(W)     ADJUSTED  
 CL2722* NAVD 88     -       163.3    (meters)     536.     (feet)  VERTCON   
 CL2722  ___________________________________________________________________
 CL2722  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CL2722  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CL2722
 CL2722  HORZ ORDER  -  SECOND
 CL2722  VERT ORDER  -  THIRD ? (See Below)
 CL2722
 CL2722.The horizontal coordinates were established by classical geodetic methods
 CL2722.and adjusted by the National Geodetic Survey in September 1997..
 CL2722.No horizontal observational check was made to the station.
 CL2722
 CL2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2722.The vertical order pertains to the NGVD 29 superseded value.
 CL2722
 CL2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2722
 CL2722.The geoid height was determined by GEOID03.
 CL2722
 CL2722;                    North         East     Units Scale Factor Converg.
 CL2722;SPC GA W     -   279,958.950   718,010.744   MT  0.99990400   +0 06 11.1
 CL2722;SPC GA W     -   918,498.66  2,355,673.58   sFT  0.99990400   +0 06 11.1
 CL2722;UTM  17      - 3,602,546.832   220,560.658   MT  1.00056302   -1 36 02.1
 CL2722;UTM  16      - 3,602,679.525   784,148.388   MT  1.00059575   +1 37 39.3
 CL2722
 CL2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2722!SPC GA W     -   0.99997849  x   0.99990400  =   0.99988249
 CL2722!UTM  17      -   0.99997849  x   1.00056302  =   1.00054150
 CL2722!UTM  16      -   0.99997849  x   1.00059575  =   1.00057423
 CL2722
 CL2722                          SUPERSEDED SURVEY CONTROL
 CL2722
 CL2722  NAD 83(1986)-  32 31 30.44987(N)    083 58 29.79457(W) AD(       ) 2
 CL2722  NAD 27      -  32 31 29.91464(N)    083 58 30.12399(W) AD(       ) 2
 CL2722  NGVD 29 (07/19/86)  163.4    (m)          536.     (f) LEVELING    3  
 CL2722
 CL2722.Superseded values are not recommended for survey control.
 CL2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2722.See file dsdata.txt to determine how the superseded data were derived.
 CL2722
 CL2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2056102547(NAD 83)
 CL2722_MARKER: DB = BENCH MARK DISK
 CL2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2722
 CL2722  HISTORY     - Date     Condition        Report By
 CL2722  HISTORY     - 1974     MONUMENTED       USGS
 CL2722
 CL2722                          STATION DESCRIPTION
 CL2722
 CL2722'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (LHW)
 CL2722'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF FORT VALLEY
 CL2722'AND IS ON ROAD RIGHT-OF-WAY.
 CL2722'
 CL2722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341
 CL2722'AND STATE HIGHWAY 49 IN FORT VALLEY, GO SOUTHERLY ON HIGHWAY 49
 CL2722'FOR 1.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY
 CL2722'ON RIVER ROAD FOR 4.3 MILES TO A SIDE ROAD LEFT.  CONTINUE
 CL2722'AHEAD, WESTERLY, ON THE ROAD FOR 0.45 MILE TO A CROSSROAD AND THE
 CL2722'MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 CL2722'
 CL2722'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 CL2722'DISK STAMPED 536 36 SKS 1971.  IT IS SET IN THE TOP OF A 6-INCH
 CL2722'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 CL2722'GROUND SURFACE.  IT IS 60 FEET WEST OF THE CENTER OF A DIRT
 CL2722'ROAD, 45 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET NORTH OF
 CL2722'A WIRE FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 CL2722'
 CL2722'A RANGER TRAVERSE WAS MADE TO TRIANGULATION STATION MATH WHICH
 CL2722'IS (686.9 FEET) OR 209.37 METERS NORTH-NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0593 ***********************************************************************
 ED0593  DESIGNATION -  BM 4
 ED0593  PID         -  ED0593
 ED0593  STATE/COUNTY-  GA/HALL
 ED0593  USGS QUAD   -  GAINESVILLE (1985)
 ED0593
 ED0593                         *CURRENT SURVEY CONTROL
 ED0593  ___________________________________________________________________
 ED0593* NAD 83(1986)-  34 16 29.     (N)    083 49 56.     (W)     SCALED    
 ED0593* NAVD 88     -       385.980  (meters)    1266.34   (feet)  ADJUSTED  
 ED0593  ___________________________________________________________________
 ED0593  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 ED0593  DYNAMIC HT  -         385.565 (meters)    1264.97  (feet)  COMP
 ED0593  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 ED0593
 ED0593  VERT ORDER  -  FIRST     CLASS II
 ED0593
 ED0593.This mark is at Lee Gilmer Mem Airport (GVL)
 ED0593
 ED0593.The horizontal coordinates were scaled from a topographic map and have
 ED0593.an estimated accuracy of +/- 6 seconds.
 ED0593
 ED0593.The orthometric height was determined by differential leveling
 ED0593.and adjusted by the National Geodetic Survey in June 1991..
 ED0593
 ED0593.The geoid height was determined by GEOID03.
 ED0593
 ED0593.The dynamic height is computed by dividing the NAVD 88
 ED0593.geopotential number by the normal gravity value computed on the
 ED0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0593.degrees latitude (g = 980.6199 gals.).
 ED0593
 ED0593.The modeled gravity was interpolated from observed gravity values.
 ED0593
 ED0593;                    North         East    Units  Estimated Accuracy
 ED0593;SPC GA W     -   474,030.      730,800.      MT  (+/- 180 meters Scaled)
 ED0593
 ED0593                          SUPERSEDED SURVEY CONTROL
 ED0593
 ED0593  NGVD 29 (??/??/92)  385.950  (m)         1266.24   (f) ADJ UNCH    1 2
 ED0593
 ED0593.Superseded values are not recommended for survey control.
 ED0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0593.See file dsdata.txt to determine how the superseded data were derived.
 ED0593
 ED0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT392962(NAD 83)
 ED0593_MARKER: X = CHISELED CROSS
 ED0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ED0593_SP_SET: PLATFORM
 ED0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED0593
 ED0593  HISTORY     - Date     Condition        Report By
 ED0593  HISTORY     - UNK      MONUMENTED       CGS
 ED0593  HISTORY     - 1956     SEE DESCRIPTION  NGS
 ED0593  HISTORY     - 1959     GOOD             NGS
 ED0593
 ED0593                          STATION DESCRIPTION
 ED0593
 ED0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0593'1.8 MI S FROM GAINESVILLE.
 ED0593'RECOVERED AS DESCRIBED EXCEPT THAT NOW THE GAINESVILLE OUTLYING
 ED0593'FIELD OF 1944 IS CALLED THE GAINESVILLE MUNICIPAL AIRPORT.
 ED0593'17.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 ED0593'ADMINISTATION BUILDING, AND ON THE SOUTHWEST CORNER OF THE
 ED0593'CONCRETE PLATFORM.  RECOVERED IN GOOD CONDITION IN NOVEMBER 1959.
 ED0593
 ED0593                          STATION RECOVERY (1959)
 ED0593
 ED0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 ED0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1864 ***********************************************************************
 CL1864  DESIGNATION -  BM 68 FAR
 CL1864  PID         -  CL1864
 CL1864  STATE/COUNTY-  GA/EMANUEL
 CL1864  USGS QUAD   -  SWAINSBORO (1971)
 CL1864
 CL1864                         *CURRENT SURVEY CONTROL
 CL1864  ___________________________________________________________________
 CL1864* NAD 83(1994)-  32 36 29.22740(N)    082 21 56.29582(W)     ADJUSTED  
 CL1864* NAVD 88     -       101.0    (meters)     331.     (feet)  VERTCON   
 CL1864  ___________________________________________________________________
 CL1864  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CL1864  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL1864
 CL1864  HORZ ORDER  -  SECOND
 CL1864  VERT ORDER  -  THIRD ? (See Below)
 CL1864
 CL1864.This mark is at Emanuel County Airport (SBO)
 CL1864
 CL1864.The horizontal coordinates were established by classical geodetic methods
 CL1864.and adjusted by the National Geodetic Survey in September 1997..
 CL1864
 CL1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1864.The vertical order pertains to the NGVD 29 superseded value.
 CL1864
 CL1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1864
 CL1864.The geoid height was determined by GEOID03.
 CL1864
 CL1864;                    North         East     Units Scale Factor Converg.
 CL1864;SPC GA E     -   289,163.184   181,325.601   MT  0.99990430   -0 06 26.0
 CL1864;SPC GA E     -   948,696.21    594,899.08   sFT  0.99990430   -0 06 26.0
 CL1864;UTM  17      - 3,608,667.334   371,861.715   MT  0.99980247   -0 44 09.7
 CL1864
 CL1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1864!SPC GA E     -   0.99998869  x   0.99990430  =   0.99989299
 CL1864!UTM  17      -   0.99998869  x   0.99980247  =   0.99979117
 CL1864
 CL1864                          SUPERSEDED SURVEY CONTROL
 CL1864
 CL1864  NAD 83(1986)-  32 36 29.23398(N)    082 21 56.29864(W) AD(       ) 2
 CL1864  NAD 27      -  32 36 28.64831(N)    082 21 56.83850(W) AD(       ) 2
 CL1864  NGVD 29 (07/19/86)  101.2    (m)          332.     (f) LEVELING    3  
 CL1864
 CL1864.Superseded values are not recommended for survey control.
 CL1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1864.See file dsdata.txt to determine how the superseded data were derived.
 CL1864
 CL1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7186208667(NAD 83)
 CL1864_MARKER: DB = BENCH MARK DISK
 CL1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1864
 CL1864  HISTORY     - Date     Condition        Report By
 CL1864  HISTORY     - 1979     MONUMENTED       USGS
 CL1864
 CL1864                          STATION DESCRIPTION
 CL1864
 CL1864'DESCRIBED BY US GEOLOGICAL SURVEY 1979 (GEL)
 CL1864'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF THE CENTER
 CL1864'OF SWAINSBORO, AT THE EMANUEL COUNTY AIRPORT.
 CL1864'
 CL1864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND 1 AT
 CL1864'THE NORTHEAST COPER OF THE COURTHOUSE SQUARE IN SWAINSBORO, GO
 CL1864'WEST ON U.S. HIGHWAY 80 FOR 0.7 MILE TO THE JUNCTION OF STATE
 CL1864'HIGHWAY 57 ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON STATE
 CL1864'HIGHWAY 57 FOR 1.5 MILES TO A PAVED SIDE ROAD ON THE LEFT AT
 CL1864'A SIGN, EMANUEL COUNTY AIRPORT,  TURN LEFT AND GO SOUTHWEST ON THE
 CL1864'PAVED ROAD FOR 0.15 MILE TO THE ENTRANCE TO THE AIRPORT OFFICE ON
 CL1864'THE LEFT.  TURN RIGHT AND GO NORTHWEST ON A TRACK ROAD FOR 0.2
 CL1864'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CL1864'
 CL1864'THE STATION IS A STANDARD USGS BENCH MARK DISK
 CL1864'STAMPED---68 FAR 1970---,
 CL1864'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 CL1864'FLUSH WITH GROUND.  IT IS LOCATED
 CL1864'48.6 FEET SOUTH-SOUTHEAST FROM THE SOUTHWEST LEG OF THE AIRPORT
 CL1864'BEACON TOWER,
 CL1864'20.3 FEET SOUTHWEST FROM A 6-INCH PINE TREE,
 CL1864'2.5 FEET NORTH FROM A UTILITY POLE WITH TRANSFORMER AND
 CL1864'1.0 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CL1864'
 CL1864'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1864'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1864'
 CL1864'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 CL1864'
 CL1864'A TAPE TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL1864'EMANUEL USING STANDARDIZED TAPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1913 ***********************************************************************
 CL1913  DESIGNATION -  BM 78 FAR
 CL1913  PID         -  CL1913
 CL1913  STATE/COUNTY-  GA/EMANUEL
 CL1913  USGS QUAD   -  DELLWOOD (1971)
 CL1913
 CL1913                         *CURRENT SURVEY CONTROL
 CL1913  ___________________________________________________________________
 CL1913* NAD 83(1994)-  32 41 11.63397(N)    082 28 58.71060(W)     ADJUSTED  
 CL1913* NAVD 88     -        87.3    (meters)     286.     (feet)  VERTCON   
 CL1913  ___________________________________________________________________
 CL1913  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL1913  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL1913
 CL1913  HORZ ORDER  -  SECOND
 CL1913  VERT ORDER  -  THIRD ? (See Below)
 CL1913
 CL1913.The horizontal coordinates were established by classical geodetic methods
 CL1913.and adjusted by the National Geodetic Survey in September 1997..
 CL1913
 CL1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1913.The vertical order pertains to the NGVD 29 superseded value.
 CL1913
 CL1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1913
 CL1913.The geoid height was determined by GEOID03.
 CL1913
 CL1913;                    North         East     Units Scale Factor Converg.
 CL1913;SPC GA E     -   297,888.607   170,338.782   MT  0.99991084   -0 10 15.0
 CL1913;SPC GA E     -   977,322.87    558,853.15   sFT  0.99991084   -0 10 15.0
 CL1913;UTM  17      - 3,617,512.165   360,972.369   MT  0.99983834   -0 48 03.6
 CL1913
 CL1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1913!SPC GA E     -   0.99999082  x   0.99991084  =   0.99990166
 CL1913!UTM  17      -   0.99999082  x   0.99983834  =   0.99982916
 CL1913
 CL1913                          SUPERSEDED SURVEY CONTROL
 CL1913
 CL1913  NAD 83(1986)-  32 41 11.63864(N)    082 28 58.70975(W) AD(       ) 2
 CL1913  NAD 27      -  32 41 11.05985(N)    082 28 59.23998(W) AD(       ) 2
 CL1913  NGVD 29 (07/19/86)   87.5    (m)          287.     (f) LEVELING    3  
 CL1913
 CL1913.Superseded values are not recommended for survey control.
 CL1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1913.See file dsdata.txt to determine how the superseded data were derived.
 CL1913
 CL1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6097217512(NAD 83)
 CL1913_MARKER: DD = SURVEY DISK
 CL1913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CL1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1913
 CL1913  HISTORY     - Date     Condition        Report By
 CL1913  HISTORY     - 1978     MONUMENTED       USGS
 CL1913
 CL1913                          STATION DESCRIPTION
 CL1913
 CL1913'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (WRN)
 CL1913'THE STATION IS LOCATED 1-3/4 MILES EAST OF KITE, 10-3/4 MILES
 CL1913'NORTHWEST OF SWAINSBORO, AND 12-1/2 MILES NORTH-NORTHWEST OF ADRIAN ON
 CL1913'STATE RIGHT OF WAY.
 CL1913'
 CL1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1913'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO EAST ALONG STATE ROUTE 57
 CL1913'FOR 0.75 MILE TO THE JUNCTION OF PAVED JOHNSON COUNTY ROAD 125 FORKING
 CL1913'TO THE LEFT.  CONTINUE EAST ALONG STATE ROUTE 57 FOR 1.2 MILES TO A
 CL1913'CULVERT UNDER THE HIGHWAY AND THE STATION ON THE LEFT.
 CL1913'
 CL1913'THE STATION IS LOCATED 20 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1913'STATE ROUTE 57, 0.8 FOOT WEST OF THE EAST END OF THE CONCRETE HEADWALL
 CL1913'ON THE NORTH END OF THE CULVERT, 249.9 FEET EAST-SOUTHEAST OF A POWER
 CL1913'POLE ON THE NORTH SIDE OF THE HIGHWAY, AND 229.0 FEET WEST-SOUTHWEST
 CL1913'OF ANOTHER POWER POLE ON THE NORTH SIDE OF THE HIGHWAY.  IT IS A
 CL1913'STANDARD U.S. GEOLOGICAL SURVEY ALUMINUM DISK STAMPED---78 FAR
 CL1913'1970---,
 CL1913'SET IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE
 CL1913'HEADWALL.
 CL1913'
 CL1913'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1913'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1913'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2245 ***********************************************************************
 CL2245  DESIGNATION -  BM 88 FAR
 CL2245  PID         -  CL2245
 CL2245  STATE/COUNTY-  GA/EMANUEL
 CL2245  USGS QUAD   -  ADRIAN (1974)
 CL2245
 CL2245                         *CURRENT SURVEY CONTROL
 CL2245  ___________________________________________________________________
 CL2245* NAD 83(1994)-  32 33 12.01462(N)    082 30 20.33390(W)     ADJUSTED  
 CL2245* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 CL2245  ___________________________________________________________________
 CL2245  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL2245  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CL2245
 CL2245  HORZ ORDER  -  SECOND
 CL2245  VERT ORDER  -  THIRD ? (See Below)
 CL2245
 CL2245.The horizontal coordinates were established by classical geodetic methods
 CL2245.and adjusted by the National Geodetic Survey in September 1997..
 CL2245
 CL2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2245.The vertical order pertains to the NGVD 29 superseded value.
 CL2245
 CL2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2245
 CL2245.The geoid height was determined by GEOID03.
 CL2245
 CL2245;                    North         East     Units Scale Factor Converg.
 CL2245;SPC GA E     -   283,121.905   168,165.525   MT  0.99991249   -0 10 56.6
 CL2245;SPC GA E     -   928,875.78    551,723.06   sFT  0.99991249   -0 10 56.6
 CL2245;UTM  17      - 3,602,771.234   358,637.288   MT  0.99984642   -0 48 37.1
 CL2245
 CL2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2245!SPC GA E     -   0.99999182  x   0.99991249  =   0.99990431
 CL2245!UTM  17      -   0.99999182  x   0.99984642  =   0.99983824
 CL2245
 CL2245                          SUPERSEDED SURVEY CONTROL
 CL2245
 CL2245  NAD 83(1986)-  32 33 12.01945(N)    082 30 20.33426(W) AD(       ) 2
 CL2245  NAD 27      -  32 33 11.42739(N)    082 30 20.85933(W) AD(       ) 2
 CL2245  NGVD 29 (07/19/86)   81.0    (m)          266.     (f) LEVELING    3  
 CL2245
 CL2245.Superseded values are not recommended for survey control.
 CL2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2245.See file dsdata.txt to determine how the superseded data were derived.
 CL2245
 CL2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5863702771(NAD 83)
 CL2245_MARKER: DB = BENCH MARK DISK
 CL2245_SETTING: 0 = UNSPECIFIED SETTING
 CL2245_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2245
 CL2245  HISTORY     - Date     Condition        Report By
 CL2245  HISTORY     - 1978     MONUMENTED       USGS
 CL2245
 CL2245                          STATION DESCRIPTION
 CL2245
 CL2245'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (GEL)
 CL2245'THE STATION IS LOCATED ABOUT 9-3/4 MILES WEST-SOUTHWEST OF
 CL2245'SWAINSBORO, 5-1/2 MILES WEST-NORTHWEST OF ADRAIN AND 3-1/2
 CL2245'MILES NORTH OF NORRISTOWN ON ROAD RIGHT-OF-WAY.
 CL2245'
 CL2245'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CL2245'80 AND 1 AT THE NORTHEAST CORNER OF OT THE COURTHOUSE
 CL2245'SQUARE IN SWAINSBORO, GO WEST-SOUTHWEST ON U.S.
 CL2245'HIGHWAY 80 FOR 0.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 CL2245'57 ON THE RIGHT.  CONTINUE WESTERLY ON U.S. HIGHWAY 80
 CL2245'FOR 8.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 221.
 CL2245'CONTINUE WESTERLY ON U.S. HIGHWAY 80 FOR 1.0 MILES TO
 CL2245'THE STATION ON THE LEFT.
 CL2245'
 CL2245'THE STATION IS A STANDARD USGS BENCH MARK DISK
 CL2245'STAMPED---88 FAR 1970---,
 CL2245'SET IN A DRILL HOLE IN A CONCRETE CULVERT.
 CL2245'IT IS LOCATED
 CL2245'33.5 FEET SOUTH FROM THE CENTER LINE OF U.S. HIGHWAY 80 AND
 CL2245'7.9 FEET EAST FROM THE WEST END OF A CONCRETE DITCH ABUTMENT.
 CL2245'
 CL2245'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 CL2245'MARKS WERE ESTABLISHED FOR THIS STATION.
 CL2245'
 CL2245'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.0 METERS.
 CL2245'
 CL2245'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL2245'TOWN USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0635 ***********************************************************************
 EE0635  DESIGNATION -  BM A
 EE0635  PID         -  EE0635
 EE0635  STATE/COUNTY-  GA/FLOYD
 EE0635  USGS QUAD   -  ROME SOUTH (1985)
 EE0635
 EE0635                         *CURRENT SURVEY CONTROL
 EE0635  ___________________________________________________________________
 EE0635* NAD 83(1986)-  34 07 53.     (N)    085 10 45.     (W)     SCALED    
 EE0635* NAVD 88     -       241.543  (meters)     792.46   (feet)  ADJUSTED  
 EE0635  ___________________________________________________________________
 EE0635  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EE0635  DYNAMIC HT  -         241.292 (meters)     791.64  (feet)  COMP
 EE0635  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 EE0635
 EE0635  VERT ORDER  -  FIRST     CLASS II
 EE0635
 EE0635.The horizontal coordinates were scaled from a topographic map and have
 EE0635.an estimated accuracy of +/- 6 seconds.
 EE0635
 EE0635.The orthometric height was determined by differential leveling
 EE0635.and adjusted by the National Geodetic Survey in June 1991..
 EE0635
 EE0635.The geoid height was determined by GEOID03.
 EE0635
 EE0635.The dynamic height is computed by dividing the NAVD 88
 EE0635.geopotential number by the normal gravity value computed on the
 EE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0635.degrees latitude (g = 980.6199 gals.).
 EE0635
 EE0635.The modeled gravity was interpolated from observed gravity values.
 EE0635
 EE0635;                    North         East    Units  Estimated Accuracy
 EE0635;SPC GA W     -   458,540.      606,610.      MT  (+/- 180 meters Scaled)
 EE0635
 EE0635                          SUPERSEDED SURVEY CONTROL
 EE0635
 EE0635  NGVD 29 (??/??/92)  241.480  (m)          792.26   (f) ADJ UNCH    1 2
 EE0635
 EE0635.Superseded values are not recommended for survey control.
 EE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0635.See file dsdata.txt to determine how the superseded data were derived.
 EE0635
 EE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC679782(NAD 83)
 EE0635_MARKER: DD = SURVEY DISK
 EE0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0635+STABILITY: SURFACE MOTION
 EE0635
 EE0635  HISTORY     - Date     Condition        Report By
 EE0635  HISTORY     - UNK      MONUMENTED       GAGS
 EE0635  HISTORY     - 1947     MARK NOT FOUND   NGS
 EE0635  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0635
 EE0635                          STATION DESCRIPTION
 EE0635
 EE0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE0635'4.8 MI S FROM LINDALE.
 EE0635'ABOUT 4.8 MILES SOUTH ALONG THE CENTRAL OF GEORGIA
 EE0635'RAILWAY FROM THE STATION AT LINDALE, FLOYD COUNTY, ABOUT 0.5 MILE
 EE0635'NORTH OF THE STATION SHED AT REESEBURG, AT A DIRT-ROAD CROSSING
 EE0635'NEAR TRESTLE S 362.4, 32 FEET SOUTH OF THE CENTER LINE OF THE
 EE0635'ROAD, 15.4 FEET EAST OF THE EAST RAIL, 58 FEET SOUTHEAST OF POLE
 EE0635'E 12, IN THE SOUTHEAST ANGLE OF THE TRACK AND THE STREAM, ON THE
 EE0635'TOP OF A BANK, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  SET IN
 EE0635'THE TOP OF A CONCRETE POST.
 EE0635
 EE0635                          STATION RECOVERY (1972)
 EE0635
 EE0635'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1647 ***********************************************************************
 BD1647  DESIGNATION -  BM GA
 BD1647  PID         -  BD1647
 BD1647  STATE/COUNTY-  GA/CLINCH
 BD1647  USGS QUAD   -  COLON (1994)
 BD1647
 BD1647                         *CURRENT SURVEY CONTROL
 BD1647  ___________________________________________________________________
 BD1647* NAD 83(1986)-  30 45 23.     (N)    082 37 20.     (W)     SCALED    
 BD1647* NAVD 88     -        37.764  (meters)     123.90   (feet)  ADJUSTED  
 BD1647  ___________________________________________________________________
 BD1647  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BD1647  DYNAMIC HT  -          37.717 (meters)     123.74  (feet)  COMP
 BD1647  MODELED GRAV-     979,372.2   (mgal)                       NAVD 88
 BD1647
 BD1647  VERT ORDER  -  FIRST     CLASS II
 BD1647
 BD1647.The horizontal coordinates were scaled from a topographic map and have
 BD1647.an estimated accuracy of +/- 6 seconds.
 BD1647
 BD1647.The orthometric height was determined by differential leveling
 BD1647.and adjusted by the National Geodetic Survey in June 1991..
 BD1647
 BD1647.The geoid height was determined by GEOID03.
 BD1647
 BD1647.The dynamic height is computed by dividing the NAVD 88
 BD1647.geopotential number by the normal gravity value computed on the
 BD1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1647.degrees latitude (g = 980.6199 gals.).
 BD1647
 BD1647.The modeled gravity was interpolated from observed gravity values.
 BD1647
 BD1647;                    North         East    Units  Estimated Accuracy
 BD1647;SPC GA E     -    83,930.      156,390.      MT  (+/- 180 meters Scaled)
 BD1647
 BD1647                          SUPERSEDED SURVEY CONTROL
 BD1647
 BD1647  NGVD 29 (??/??/92)   38.029  (m)          124.77   (f) ADJ UNCH    1 2
 BD1647
 BD1647.Superseded values are not recommended for survey control.
 BD1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1647.See file dsdata.txt to determine how the superseded data were derived.
 BD1647
 BD1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ447037(NAD 83)
 BD1647_MARKER: DD = SURVEY DISK
 BD1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1647+STABILITY: SURFACE MOTION
 BD1647
 BD1647  HISTORY     - Date     Condition        Report By
 BD1647  HISTORY     - UNK      MONUMENTED       USGS
 BD1647  HISTORY     - 1957     GOOD             NGS
 BD1647
 BD1647                          STATION DESCRIPTION
 BD1647
 BD1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1647'6.2 MI NW FROM FARGO.
 BD1647'ABOUT 6.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 BD1647'STATION AT FARGO, AT COLON, 27 FEET SOUTHWEST OF THE SOUTHWEST
 BD1647'RAIL OF THE MAIN TRACK, 80 FEET WEST-NORTHWEST OF THE CENTER
 BD1647'OF THE INTERSECTION OF THE MAIN TRACK AND A GRADED ROAD, 62 FEET
 BD1647'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST
 BD1647'OF TELEPHONE POLE NO. F AND IN LINE WITH ROW OF POLES, 2 FEET
 BD1647'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BD1647'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0387 ***********************************************************************
 DG0387  DESIGNATION -  BM NAS
 DG0387  PID         -  DG0387
 DG0387  STATE/COUNTY-  GA/DE KALB
 DG0387  USGS QUAD   -  CHAMBLEE (1993)
 DG0387
 DG0387                         *CURRENT SURVEY CONTROL
 DG0387  ___________________________________________________________________
 DG0387* NAD 83(1986)-  33 52 44.     (N)    084 18 26.     (W)     SCALED    
 DG0387* NAVD 88     -       305.824  (meters)    1003.36   (feet)  ADJUSTED  
 DG0387  ___________________________________________________________________
 DG0387  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0387  DYNAMIC HT  -         305.487 (meters)    1002.25  (feet)  COMP
 DG0387  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 DG0387
 DG0387  VERT ORDER  -  FIRST     CLASS II
 DG0387
 DG0387.The horizontal coordinates were scaled from a topographic map and have
 DG0387.an estimated accuracy of +/- 6 seconds.
 DG0387
 DG0387.The orthometric height was determined by differential leveling
 DG0387.and adjusted by the National Geodetic Survey in June 1991..
 DG0387
 DG0387.The geoid height was determined by GEOID03.
 DG0387
 DG0387.The dynamic height is computed by dividing the NAVD 88
 DG0387.geopotential number by the normal gravity value computed on the
 DG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0387.degrees latitude (g = 980.6199 gals.).
 DG0387
 DG0387.The modeled gravity was interpolated from observed gravity values.
 DG0387
 DG0387;                    North         East    Units  Estimated Accuracy
 DG0387;SPC GA W     -   430,080.      687,000.      MT  (+/- 180 meters Scaled)
 DG0387
 DG0387                          SUPERSEDED SURVEY CONTROL
 DG0387
 DG0387  NGVD 29 (??/??/92)  305.752  (m)         1003.12   (f) ADJ UNCH    1 2
 DG0387
 DG0387.Superseded values are not recommended for survey control.
 DG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0387.See file dsdata.txt to determine how the superseded data were derived.
 DG0387
 DG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC490519(NAD 83)
 DG0387_MARKER: Z = SEE DESCRIPTION
 DG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0387+STABILITY: SURFACE MOTION
 DG0387
 DG0387  HISTORY     - Date     Condition        Report By
 DG0387  HISTORY     - UNK      MONUMENTED       DOD
 DG0387  HISTORY     - 1959     GOOD             NGS
 DG0387  HISTORY     - 1969     GOOD             NGS
 DG0387  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0387
 DG0387                          STATION DESCRIPTION
 DG0387
 DG0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG0387'1 MI S FROM CHAMBLEE.
 DG0387'ABOUT 0.6 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0387'STATION AT CHAMBLEE, THENCE ABOUT 0.45 MILE SOUTH ALONG HARDEE
 DG0387'AVENUE, AT THE JUNCTION OF 6TH. STREET LEADING WEST, AT THE
 DG0387'MAIN GATE TO SOUTHERN TECH (FORMERLY THE NORTH ENTRANCE TO
 DG0387'ATLANTA NAVAL AIR STATION), 24 FEET EAST OF THE CENTER LINE OF
 DG0387'HARDEE AVE., 8 FEET SOUTH OF THE CENTER LINE OF A GRAVEL DRIVE
 DG0387'LEADING EAST, 1 1/2 FEET NORTHWEST OF A STEEL POLE FENCE CORNER,
 DG0387'A 50-CALIBER SHELL SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DG0387
 DG0387                          STATION RECOVERY (1969)
 DG0387
 DG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DG0387'RECOVERED IN GOOD CONDITION.
 DG0387
 DG0387                          STATION RECOVERY (1990)
 DG0387
 DG0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0387'NOT FOUND. PROBABLY DESTROYED BY SOUVENIR HUNTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2404 ***********************************************************************
 ED2404  DESIGNATION -  BM TS 9 TML
 ED2404  PID         -  ED2404
 ED2404  STATE/COUNTY-  GA/ELBERT
 ED2404  USGS QUAD   -  HEARDMONT (1985)
 ED2404
 ED2404                         *CURRENT SURVEY CONTROL
 ED2404  ___________________________________________________________________
 ED2404* NAD 83(1994)-  34 02 44.45816(N)    082 38 27.51040(W)     ADJUSTED  
 ED2404* NAVD 88     -       171.     (meters)     561.     (feet)  VERTCON   
 ED2404  ___________________________________________________________________
 ED2404  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ED2404  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 ED2404
 ED2404  HORZ ORDER  -  SECOND
 ED2404
 ED2404.The horizontal coordinates were established by classical geodetic methods
 ED2404.and adjusted by the National Geodetic Survey in September 1997..
 ED2404
 ED2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2404
 ED2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2404
 ED2404.The geoid height was determined by GEOID03.
 ED2404
 ED2404;                    North         East     Units Scale Factor Converg.
 ED2404;SPC GA E     -   448,671.928   156,208.778   MT  0.99992363   -0 15 56.0
 ED2404;SPC GA E     - 1,472,017.82    512,494.97   sFT  0.99992363   -0 15 56.0
 ED2404;UTM  17      - 3,768,435.762   348,532.886   MT  0.99988282   -0 55 08.0
 ED2404
 ED2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2404!SPC GA E     -   0.99997775  x   0.99992363  =   0.99990138
 ED2404!UTM  17      -   0.99997775  x   0.99988282  =   0.99986057
 ED2404
 ED2404:                Primary Azimuth Mark                     Grid Az
 ED2404:SPC GA E     -  SCOTT                                    143 20 53.9
 ED2404:UTM  17      -  SCOTT                                    144 00 05.9
 ED2404
 ED2404|---------------------------------------------------------------------|
 ED2404| PID    Reference Object                     Distance      Geod. Az  |
 ED2404|                                                           dddmmss.s |
 ED2404| ED2403 SCOTT                               APPROX. 0.9 KM 1430457.9 |
 ED2404| ED2405 BM TS 9 TML PTA                       8.495 METERS 27916     |
 ED2404|---------------------------------------------------------------------|
 ED2404
 ED2404                          SUPERSEDED SURVEY CONTROL
 ED2404
 ED2404  NAD 83(1986)-  34 02 44.46599(N)    082 38 27.50919(W) AD(       ) 2
 ED2404  NAD 27      -  34 02 44.04196(N)    082 38 28.01260(W) AD(       ) 2
 ED2404  NGVD 29 (07/19/86)  171.     (m)          561.     (f) VERT ANG       
 ED2404
 ED2404.Superseded values are not recommended for survey control.
 ED2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2404.See file dsdata.txt to determine how the superseded data were derived.
 ED2404
 ED2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4853368436(NAD 83)
 ED2404_MARKER: DD = SURVEY DISK
 ED2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2404
 ED2404  HISTORY     - Date     Condition        Report By
 ED2404  HISTORY     - 1976     MONUMENTED       USE
 ED2404
 ED2404                          STATION DESCRIPTION
 ED2404
 ED2404'DESCRIBED BY US ENGINEERS 1976 (HRR)
 ED2404'MARK, A U.S. ARMY CORP OF ENGINEERS DISK STAMPED TS-9 1968 TML,
 ED2404'IS SET IN THE TOP OF A 5 INCH SQUARE CONCRETE MONUMENT THAT
 ED2404'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 43.2 FEET
 ED2404'NORTHWEST OF A UTILITY POLE, 39 FEET NORTHEAST OF THE CENTER OF
 ED2404'COUNTY ROAD 1, 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1732 ***********************************************************************
 CL1732  DESIGNATION -  BOATRIGHT
 CL1732  PID         -  CL1732
 CL1732  STATE/COUNTY-  GA/JENKINS
 CL1732  USGS QUAD   -  GARFIELD (1971)
 CL1732
 CL1732                         *CURRENT SURVEY CONTROL
 CL1732  ___________________________________________________________________
 CL1732* NAD 83(1994)-  32 42 31.02511(N)    082 04 28.80092(W)     ADJUSTED  
 CL1732* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 CL1732  ___________________________________________________________________
 CL1732  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CL1732  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CL1732
 CL1732  HORZ ORDER  -  FIRST
 CL1732
 CL1732.The horizontal coordinates were established by classical geodetic methods
 CL1732.and adjusted by the National Geodetic Survey in September 1997..
 CL1732
 CL1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1732
 CL1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1732
 CL1732.The geoid height was determined by GEOID03.
 CL1732
 CL1732;                    North         East     Units Scale Factor Converg.
 CL1732;SPC GA E     -   300,293.556   208,624.960   MT  0.99990092   +0 02 59.0
 CL1732;SPC GA E     -   985,213.11    684,463.72   sFT  0.99990092   +0 02 59.0
 CL1732;UTM  17      - 3,619,495.536   399,277.931   MT  0.99972509   -0 34 50.7
 CL1732
 CL1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1732!SPC GA E     -   0.99999057  x   0.99990092  =   0.99989149
 CL1732!UTM  17      -   0.99999057  x   0.99972509  =   0.99971566
 CL1732
 CL1732:                Primary Azimuth Mark                     Grid Az
 CL1732:SPC GA E     -  BOATRIGHT AZ MK                          199 17 48.1
 CL1732:UTM  17      -  BOATRIGHT AZ MK                          199 55 37.8
 CL1732
 CL1732|---------------------------------------------------------------------|
 CL1732| PID    Reference Object                     Distance      Geod. Az  |
 CL1732|                                                           dddmmss.s |
 CL1732| CL1745 BOATRIGHT AZ MK                     APPROX. 0.8 KM 1992047.1 |
 CL1732| CY7253 BOATRIGHT RM 1                       79.699 METERS 19922     |
 CL1732| CY7254 BOATRIGHT RM 2                       90.131 METERS 27139     |
 CL1732|---------------------------------------------------------------------|
 CL1732
 CL1732                          SUPERSEDED SURVEY CONTROL
 CL1732
 CL1732  NAD 83(1986)-  32 42 31.02811(N)    082 04 28.79626(W) AD(       ) 1
 CL1732  NAD 27      -  32 42 30.45651(N)    082 04 29.36573(W) AD(       ) 1
 CL1732  NGVD 29 (07/19/86)   89.8    (m)          295.     (f) VERT ANG       
 CL1732
 CL1732.Superseded values are not recommended for survey control.
 CL1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1732.See file dsdata.txt to determine how the superseded data were derived.
 CL1732
 CL1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9927819496(NAD 83)
 CL1732_MARKER: DS = TRIANGULATION STATION DISK
 CL1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1732
 CL1732  HISTORY     - Date     Condition        Report By
 CL1732  HISTORY     - 1979     MONUMENTED       NGS
 CL1732
 CL1732                          STATION DESCRIPTION
 CL1732
 CL1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1732'THE STATION IS LOCATED 12 MILES SOUTHEAST OF MIDVILLE,
 CL1732'10 MILES SOUTHWEST OF MILLEN, 10 MILES NORTH-NORTHEAST
 CL1732'OF TWIN CITY AND ON PROPERTY OWNED BY MR. HAROLD
 CL1732'BOATRIGHT, ROUTE 4, BOX 205, MILLEN, GEORGIA.  PHONE
 CL1732'NUMBER 912-982-4578.
 CL1732'
 CL1732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CL1732'23 AND COUNTY ROUTE S1115, IN THE SMALL COMMUNITY OF
 CL1732'GARFIELD, GO NORTH ON STATE HIGHWAY 23 FOR 1.95 MILES
 CL1732'TO THE JENKINS COUNTY LINE.  CONTINUE NORTHEASTERLY ON
 CL1732'STATE HIGHWAY 23 FOR 1.15 MILES TO COUNTY ROUTE 112 ON THE
 CL1732'LEFT.  TURN LEFT AND GO NORTHWEST ON THE DIRT ROAD FOR
 CL1732'0.45 MILE TO A CROSSROAD.  CONTINUE NORTH ON THE DIRT
 CL1732'ROAD FOR 0.60 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CL1732'CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MILE TO A
 CL1732'CROSSROAD AND MR. BOATRIGHTS HOUSE IN THE NORTHEAST
 CL1732'CORNER OF THE INTERSECTION.  CONTINUE STRAIGHT AHEAD,
 CL1732'NORTH, ON THE DIRT ROAD FOR 0.05 MILE TO A METAL GATE
 CL1732'ON THE RIGHT, WHICH IS THE ENTRANCE TO THE PECAN ORCHARD.
 CL1732'PASS THROUGH THE GATE AND GO NORTHEAST THROUGH THE PECAN
 CL1732'ORCHARD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 CL1732'
 CL1732'THE STATION IS A STANDARD NGS DISK
 CL1732'STAMPED---BOATRIGHT 1979---,
 CL1732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1732'RECESSED 34 CM BELOW THE GROUND.  IT IS LOCATED
 CL1732'92.0 FEET NORTH FROM A 30-INCH PECAN TREE,
 CL1732'45.0 FEET NORTHEAST FROM A 20-INCH PECAN TREE AND
 CL1732'17.6 FEET WEST FROM A METAL WITNESS POST AND FENCELINE.
 CL1732'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BOATRIGHT
 CL1732'1979---, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CL1732'50 INCHES BELOW THE GROUND SURFACE.
 CL1732'
 CL1732'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1732'STAMPED---BOATRIGHT NO 1 1979---,
 CL1732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1732'FLUSH WITH GROUND.  IT IS LOCATED
 CL1732'147.0 FEET EAST FROM A FENCE CORNER,
 CL1732'46.0 FEET SOUTHWEST FROM A 30-INCH PECAN TREE,
 CL1732'3.7 FEET EAST FROM A METAL WITNESS POST AND
 CL1732'0.5 FEET NORTH FROM A WIRE FENCE.
 CL1732'MARK IS BELOW STATION 0.34 METERS.
 CL1732'
 CL1732'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL1732'STAMPED---BOATRIGHT NO 2 1979---,
 CL1732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1732'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 CL1732'21.0 FEET EAST FROM THE CENTER OF THE DIRT ROAD,
 CL1732'2.0 FEET NORTH FROM A METAL WITNESS POST AND
 CL1732'0.9 FEET EAST FROM A WIRE FENCE.
 CL1732'MARK IS BELOW STATION 0.34 METERS.
 CL1732'
 CL1732'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1732'STAMPED---BOATRIGHT 1979---,
 CL1732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1732'FLUSH WITH GROUND.  IT IS LOCATED
 CL1732'21.0 FEET WEST FROM THE CENTER OF THE DIRT ROAD,
 CL1732'14.0 FEET SOUTH FROM THE CENTER OF A GATE AND
 CL1732'3.8 FEET SOUTHEAST FROM A METAL WITNESS POST.  THE UNDERGROUND
 CL1732'MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BOATRIGHT
 CL1732'1979---, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 CL1732'INCHES BELOW THE GROUND SURFACE.
 CL1732'
 CL1732'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1745 ***********************************************************************
 CL1745  DESIGNATION -  BOATRIGHT AZ MK
 CL1745  PID         -  CL1745
 CL1745  STATE/COUNTY-  GA/JENKINS
 CL1745  USGS QUAD   -  GARFIELD (1971)
 CL1745
 CL1745                         *CURRENT SURVEY CONTROL
 CL1745  ___________________________________________________________________
 CL1745* NAD 83(1994)-  32 42 07.42075(N)    082 04 38.60281(W)     ADJUSTED  
 CL1745* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL1745  ___________________________________________________________________
 CL1745  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CL1745  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1745
 CL1745  HORZ ORDER  -  SECOND
 CL1745
 CL1745.The horizontal coordinates were established by classical geodetic methods
 CL1745.and adjusted by the National Geodetic Survey in September 1997..
 CL1745
 CL1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1745
 CL1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1745
 CL1745.The geoid height was determined by GEOID03.
 CL1745
 CL1745;                    North         East     Units Scale Factor Converg.
 CL1745;SPC GA E     -   299,566.270   208,370.315   MT  0.99990086   +0 02 53.6
 CL1745;SPC GA E     -   982,827.00    683,628.28   sFT  0.99990086   +0 02 53.6
 CL1745;UTM  17      - 3,618,771.222   399,015.345   MT  0.99972575   -0 34 55.7
 CL1745
 CL1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1745!SPC GA E     -   0.99999148  x   0.99990086  =   0.99989234
 CL1745!UTM  17      -   0.99999148  x   0.99972575  =   0.99971723
 CL1745
 CL1745                          SUPERSEDED SURVEY CONTROL
 CL1745
 CL1745  NAD 83(1986)-  32 42 07.42474(N)    082 04 38.59778(W) AD(       ) 2
 CL1745  NAD 27      -  32 42 06.85247(N)    082 04 39.16682(W) AD(       ) 2
 CL1745  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL1745
 CL1745.Superseded values are not recommended for survey control.
 CL1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1745.See file dsdata.txt to determine how the superseded data were derived.
 CL1745
 CL1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9901518771(NAD 83)
 CL1745_MARKER: DZ = AZIMUTH MARK DISK
 CL1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1745+STABILITY: SURFACE MOTION
 CL1745
 CL1745  HISTORY     - Date     Condition        Report By
 CL1745  HISTORY     - 1979     MONUMENTED       NGS
 CL1745
 CL1745                          STATION DESCRIPTION
 CL1745
 CL1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1745'THE STATION IS LOCATED 12 MILES SOUTHEAST OF MIDVILLE,
 CL1745'10-1/4 MILES SOUTHWEST OF MILLEN, 9-1/2 MILES NORTH-NORTHEAST
 CL1745'OF TWIN CITY AND ON ROAD RIGHT-OF-WAY.
 CL1745'
 CL1745'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CL1745'23 AND COUNTY ROUTE S1115, IN THE SMALL COMMUNITY OF
 CL1745'GARFIELD, GO NORTHERLY ON STATE HIGHWAY 23 FOR 1.95 MILES
 CL1745'TO THE JENKINS COUNTY LINE.  CONTINUE NORTHEASTERLY ON
 CL1745'STATE HIGHWAY 23 FOR 1.15 MILES TO COUNTY ROUTE 112 ON THE
 CL1745'LEFT.  TURN LEFT AND GO NORTHWEST ON THE DIRT
 CL1745'ROAD FOR 0.45 MILE TO A CROSSROAD.  CONTINUE NORTH ON THE
 CL1745'DIRT ROAD FOR 0.6 MILE TO THE STATION ON
 CL1745'THE LEFT AS DESCRIBED.
 CL1745'
 CL1745'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL1745'STAMPED---BOATRIGHT 1979---,
 CL1745'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1745'FLUSH WITH GROUND.  IT IS LOCATED
 CL1745'21.0 FEET WEST FROM THE CENTER OF THE DIRT ROAD,
 CL1745'14.0 FEET SOUTH FROM THE CENTER OF A GATE AND
 CL1745'3.8 FEET SOUTHEAST FROM A METAL WITNESS POST.
 CL1745'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CL1745'STAMPED---BOATRIGHT 1979---, SET IN THE
 CL1745'TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CL1745'GROUND SURFACE.
 CL1745'
 CL1745'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO
 CL1745'REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 CL1745'
 CL1745'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CL1745'BOATRIGHT, USING ELECTRONIC DISTANCE MEASURING
 CL1745'EQUIPMENT.
 CL1745'
 CL1745'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1637 ***********************************************************************
 CL1637  DESIGNATION -  BOBO
 CL1637  PID         -  CL1637
 CL1637  STATE/COUNTY-  GA/MONROE
 CL1637  USGS QUAD   -  BOLINGBROKE (1985)
 CL1637
 CL1637                         *CURRENT SURVEY CONTROL
 CL1637  ___________________________________________________________________
 CL1637* NAD 83(1994)-  32 57 32.28307(N)    083 51 44.14369(W)     ADJUSTED  
 CL1637* NAVD 88     -       171.677  (meters)     563.24   (feet)  POSTED    
 CL1637  ___________________________________________________________________
 CL1637  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CL1637  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CL1637  DYNAMIC HT  -         171.490 (meters)     562.63  (feet)  COMP
 CL1637  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 CL1637
 CL1637  HORZ ORDER  -  SECOND
 CL1637  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CL1637
 CL1637.The horizontal coordinates were established by classical geodetic methods
 CL1637.and adjusted by the National Geodetic Survey in September 1997..
 CL1637
 CL1637.The orthometric height was determined by differential leveling
 CL1637.and adjusted by the National Geodetic Survey in 1992..
 CL1637.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CL1637.rate of 4.1 thru 8.0 mm/km.
 CL1637
 CL1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1637
 CL1637.The geoid height was determined by GEOID03.
 CL1637
 CL1637.The dynamic height is computed by dividing the NAVD 88
 CL1637.geopotential number by the normal gravity value computed on the
 CL1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1637.degrees latitude (g = 980.6199 gals.).
 CL1637
 CL1637.The modeled gravity was interpolated from observed gravity values.
 CL1637
 CL1637;                    North         East     Units Scale Factor Converg.
 CL1637;SPC GA W     -   328,092.294   728,457.951   MT  0.99990998   +0 09 56.2
 CL1637;SPC GA W     - 1,076,416.13  2,389,949.13   sFT  0.99990998   +0 09 56.2
 CL1637;UTM  17      - 3,650,375.661   232,449.945   MT  1.00048272   -1 33 29.2
 CL1637
 CL1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1637!SPC GA W     -   0.99997729  x   0.99990998  =   0.99988727
 CL1637!UTM  17      -   0.99997729  x   1.00048272  =   1.00046000
 CL1637
 CL1637:                Primary Azimuth Mark                     Grid Az
 CL1637:SPC GA W     -  ROE RESET                                142 42 18.7
 CL1637:UTM  17      -  ROE RESET                                144 25 44.1
 CL1637
 CL1637|---------------------------------------------------------------------|
 CL1637| PID    Reference Object                     Distance      Geod. Az  |
 CL1637|                                                           dddmmss.s |
 CL1637| AI4251 ROE RESET                           APPROX. 0.7 KM 1425214.9 |
 CL1637|---------------------------------------------------------------------|
 CL1637
 CL1637                          SUPERSEDED SURVEY CONTROL
 CL1637
 CL1637  NAD 83(1986)-  32 57 32.28944(N)    083 51 44.14114(W) AD(       ) 2
 CL1637  NAD 27      -  32 57 31.74700(N)    083 51 44.47100(W) AD(       ) 2
 CL1637
 CL1637.Superseded values are not recommended for survey control.
 CL1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1637.See file dsdata.txt to determine how the superseded data were derived.
 CL1637
 CL1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3245050376(NAD 83)
 CL1637_MARKER: DS = TRIANGULATION STATION DISK
 CL1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1637
 CL1637  HISTORY     - Date     Condition        Report By
 CL1637  HISTORY     - 1917     MONUMENTED       CGS
 CL1637  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1637  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1637
 CL1637                          STATION DESCRIPTION
 CL1637
 CL1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 CL1637'ABOUT 2 MILES SOUTH OF SMARRS DEPOT ON CENTRAL OF GEORGIA
 CL1637'RAILWAY, 10-1/2 RAILS SOUTH OF MACON AND ATLANTA ROAD CROSSING,
 CL1637'ABOUT 4 METERS (13 FEET) TO LEFT OF RAIL.  REFERENCE MARK, A
 CL1637'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 CL1637'IS 10.0 METERS (33 FEET) FROM STATION IN GRID AZIMUTH 230 DEG 58 MIN.
 CL1637
 CL1637                          STATION RECOVERY (1954)
 CL1637
 CL1637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1637'THE STATION WAS NOT FOUND AT THIS DATE.  NO DEFINITE POINT WAS
 CL1637'DESCRIBED FOR THE STATION.  PROBING WAS DONE 13 FT. LEFT OF THE
 CL1637'LEFT RAIL TO NO AVAIL.  THE REFERENCE MARK WAS NOT FOUND.
 CL1637'
 CL1637'THIS IS A TRAVERSE STATION.
 CL1637
 CL1637                          STATION RECOVERY (1955)
 CL1637
 CL1637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JTB)
 CL1637'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1420 ***********************************************************************
 CL1420  DESIGNATION -  BOB=U 25
 CL1420  PID         -  CL1420
 CL1420  STATE/COUNTY-  GA/TWIGGS
 CL1420  USGS QUAD   -  DRY BRANCH (1985)
 CL1420
 CL1420                         *CURRENT SURVEY CONTROL
 CL1420  ___________________________________________________________________
 CL1420* NAD 83(1994)-  32 45 28.34585(N)    083 26 37.79245(W)     ADJUSTED  
 CL1420* NAVD 88     -       169.746  (meters)     556.91   (feet)  POSTED    
 CL1420  ___________________________________________________________________
 CL1420  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CL1420  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CL1420  DYNAMIC HT  -         169.560 (meters)     556.30  (feet)  COMP
 CL1420  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CL1420
 CL1420  HORZ ORDER  -  FIRST
 CL1420  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1420
 CL1420.The horizontal coordinates were established by classical geodetic methods
 CL1420.and adjusted by the National Geodetic Survey in September 1997..
 CL1420
 CL1420.The orthometric height was determined by differential leveling
 CL1420.and adjusted by the National Geodetic Survey in 1992..
 CL1420.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1420.rate of 1.1 thru 2.0 mm/km.
 CL1420
 CL1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1420
 CL1420.The geoid height was determined by GEOID03.
 CL1420
 CL1420.The dynamic height is computed by dividing the NAVD 88
 CL1420.geopotential number by the normal gravity value computed on the
 CL1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1420.degrees latitude (g = 980.6199 gals.).
 CL1420
 CL1420.The modeled gravity was interpolated from observed gravity values.
 CL1420
 CL1420;                    North         East     Units Scale Factor Converg.
 CL1420;SPC GA W     -   305,982.896   767,729.176   MT  0.99995655   +0 23 28.1
 CL1420;SPC GA W     - 1,003,878.88  2,518,791.47   sFT  0.99995655   +0 23 28.1
 CL1420;UTM  17      - 3,627,088.208   271,056.964   MT  1.00024635   -1 19 22.5
 CL1420
 CL1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1420!SPC GA W     -   0.99997764  x   0.99995655  =   0.99993419
 CL1420!UTM  17      -   0.99997764  x   1.00024635  =   1.00022398
 CL1420
 CL1420|---------------------------------------------------------------------|
 CL1420| PID    Reference Object                     Distance      Geod. Az  |
 CL1420|                                                           dddmmss.s |
 CL1420| CL3002 BOB RM                               17.942 METERS 07717     |
 CL1420| CL1419 ELLA=W 25                           APPROX. 0.8 KM 1641255.4 |
 CL1420| CL0505 BALL=S 25                           234.468 METERS 32101     |
 CL1420|---------------------------------------------------------------------|
 CL1420
 CL1420                          SUPERSEDED SURVEY CONTROL
 CL1420
 CL1420  NAD 83(1986)-  32 45 28.34455(N)    083 26 37.79590(W) AD(       ) 1
 CL1420  NAD 27      -  32 45 27.82800(N)    083 26 38.16400(W) AD(       ) 1
 CL1420
 CL1420.Superseded values are not recommended for survey control.
 CL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1420.See file dsdata.txt to determine how the superseded data were derived.
 CL1420
 CL1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7105727088(NAD 83)
 CL1420_MARKER: DS = TRIANGULATION STATION DISK
 CL1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1420
 CL1420  HISTORY     - Date     Condition        Report By
 CL1420  HISTORY     - 1918     MONUMENTED       CGS
 CL1420  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1420  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1420
 CL1420                          STATION DESCRIPTION
 CL1420
 CL1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1420'ABOUT 1-1/4 MILES WEST OF FITZPATRICK, ON THE MACON, DUBLIN AND
 CL1420'SAVANNAH RAILROAD, JUST EAST OF A ROAD CROSSING AND 17.4 FEET
 CL1420'NORTH OF NORTH RAIL, ON EXTENSION OF EAST TANGENT OF NORTH RAIL,
 CL1420'AND MIDWAY TWO TELEGRAPH POLES.  REFERENCE MARK = T-25
 CL1420'IS 75 FEET NORTHEAST OF INTERSECTION OF U.S. HIGHWAY
 CL1420'AND RAILROAD, 57.9 FEET NORTHEAST OF NORTHEAST RAIL, ON BANK 8
 CL1420'FEET ABOVE TRACK, 17.942 METERS (58.86 FEET) FROM STATION IN
 CL1420'GRID AZIMUTH 256 DEG 54 MIN.  IN 1934 STATION MARK REPORTED
 CL1420'DESTROYED.
 CL1420
 CL1420                          STATION RECOVERY (1949)
 CL1420
 CL1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1420'STATION MARK WAS REPORTED IN 1934 AS DESTROYED AND THIS IS
 CL1420'OBVIOUSLY TRUE SINCE THE CONCRETE PAVEMENT OF U.S. HIGHWAY 80
 CL1420'NOW OCCUPIES THE STATION LOCATION.
 CL1420'
 CL1420'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 CL1420'ABOUT 1.3 MILES NW ALONG THE MACON, DUBLIN AND SAVANNAH RAILROAD
 CL1420'FROM THE RAILROAD DEPOT AT FITZPATRICK, AT THE CROSSING OF
 CL1420'RAILROAD AND U.S. HIGHWAY 80, 78 FEET ENE OF THE INTERSECTION
 CL1420'OF THE CENTERLINES OF THE RAILROAD AND HIGHWAY, 114 FEET N OF
 CL1420'TELEPHONE POLE 437, 30 FEET E OF TELEPHONE POLE 436, AND 5
 CL1420'FEET S OF THE PLANE DETERMINED BY POLE 436 AND THE GUY WIRE
 CL1420'OF SAME.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, IS
 CL1420'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BOB T 25 1917
 CL1420'ELEV. 560.340.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1520 ***********************************************************************
 BR1520  DESIGNATION -  BOG
 BR1520  PID         -  BR1520
 BR1520  STATE/COUNTY-  GA/GLYNN
 BR1520  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1520
 BR1520                         *CURRENT SURVEY CONTROL
 BR1520  ___________________________________________________________________
 BR1520* NAD 83(1994)-  31 12 42.85355(N)    081 33 29.35593(W)     ADJUSTED  
 BR1520* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1520  ___________________________________________________________________
 BR1520  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BR1520  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BR1520
 BR1520  HORZ ORDER  -  THIRD
 BR1520
 BR1520.The horizontal coordinates were established by classical geodetic methods
 BR1520.and adjusted by the National Geodetic Survey in September 1997..
 BR1520
 BR1520.The orthometric height was scaled from a topographic map.
 BR1520
 BR1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1520
 BR1520.The geoid height was determined by GEOID03.
 BR1520
 BR1520;                    North         East     Units Scale Factor Converg.
 BR1520;SPC GA E     -   134,501.090   257,981.315   MT  0.99994145   +0 18 55.2
 BR1520;SPC GA E     -   441,275.66    846,393.70   sFT  0.99994145   +0 18 55.2
 BR1520;UTM  17      - 3,453,220.780   446,832.996   MT  0.99963487   -0 17 21.3
 BR1520
 BR1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1520!SPC GA E     -   1.00000446  x   0.99994145  =   0.99994591
 BR1520!UTM  17      -   1.00000446  x   0.99963487  =   0.99963933
 BR1520
 BR1520:                Primary Azimuth Mark                     Grid Az
 BR1520:SPC GA E     -  GAB                                      084 07 34.9
 BR1520:UTM  17      -  GAB                                      084 43 51.4
 BR1520
 BR1520|---------------------------------------------------------------------|
 BR1520| PID    Reference Object                     Distance      Geod. Az  |
 BR1520|                                                           dddmmss.s |
 BR1520| BR1503 GAB                                 APPROX. 0.8 KM 0842630.1 |
 BR1520| BR1505 CHIM                                APPROX. 0.9 KM 0910343.9 |
 BR1520| BR1497 HENDRICKS SIGNAL                    APPROX. 1.1 KM 1032059.0 |
 BR1520| BR1504 HEN                                 APPROX. 0.9 KM 1163202.4 |
 BR1520|---------------------------------------------------------------------|
 BR1520
 BR1520                          SUPERSEDED SURVEY CONTROL
 BR1520
 BR1520  NAD 83(1986)-  31 12 42.86491(N)    081 33 29.35997(W) AD(       ) 3
 BR1520  NAD 27      -  31 12 42.04000(N)    081 33 29.98000(W) AD(       ) 3
 BR1520
 BR1520.Superseded values are not recommended for survey control.
 BR1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1520.See file dsdata.txt to determine how the superseded data were derived.
 BR1520
 BR1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4683353221(NAD 83)
 BR1520_MARKER: N = NAIL
 BR1520_SETTING: 0 = UNSPECIFIED SETTING
 BR1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1520
 BR1520  HISTORY     - Date     Condition        Report By
 BR1520  HISTORY     - 1918     MONUMENTED       CGS
 BR1520  HISTORY     - 1953     GOOD             CGS
 BR1520
 BR1520                          STATION DESCRIPTION
 BR1520
 BR1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (WHK)
 BR1520'STATION BOG IS ON THE WEST SHORE OF TURTLE RIVER LYING IN
 BR1520'A MARSH OFF THE EDGE OF BLYTHE ISLAND AND HILLERY ISLAND.
 BR1520'STATION IS ABOUT 75 METERS FROM THE EDGE OF MARSH LINE AT TURTLE
 BR1520'RIVER.  AT THE STATION THE CHIMNEY AT THE PICRIC ACID PLANT
 BR1520'IS ON RANGE WITH A VERY PROMINENT BURR TREE ON THE CRISPEN
 BR1520'ISLAND SHORE.
 BR1520'
 BR1520'THE STATION IS MARKED BY A 2 IN X 4 IN SUNK INTO THE MARSH
 BR1520'UNTIL IT IS FLUSH WITH THE GROUND AND A COPPER NAIL DRIVEN
 BR1520'INTO THE TOP OF 2 IN X 4 IN.
 BR1520
 BR1520                          STATION RECOVERY (1953)
 BR1520
 BR1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1520'STATION RECOVERED.  PART OF THE TOP OF THE 2- BY 4-IN. HAS
 BR1520'ROTTED AWAY, BUT THE COPPER NAIL IS INTACT, AND THE REST
 BR1520'OF THE 2- BY 4-IN. IS VERY SOLID IN THE MARSH.  THE 2- BY 4-IN.
 BR1520'PROJECTS 4 IN.  THE STATION IS DIRECTLY ACROSS THE RIVER FROM
 BR1520'GEORGIA POWER CO. PLANT MC MANUS, AND 47.4 M. W OF THE EDGE
 BR1520'OF THE GRASS LINE ALONG TURTLE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2239 ***********************************************************************
 EE2239  DESIGNATION -  BOGAN
 EE2239  PID         -  EE2239
 EE2239  STATE/COUNTY-  GA/CHATTOOGA
 EE2239  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE2239
 EE2239                         *CURRENT SURVEY CONTROL
 EE2239  ___________________________________________________________________
 EE2239* NAD 83(1994)-  34 17 51.87728(N)    085 27 23.60536(W)     ADJUSTED  
 EE2239* NAVD 88     -       446.0    (meters)    1463.     (feet)  VERTCON   
 EE2239  ___________________________________________________________________
 EE2239  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EE2239  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2239
 EE2239  HORZ ORDER  -  FIRST
 EE2239
 EE2239.The horizontal coordinates were established by classical geodetic methods
 EE2239.and adjusted by the National Geodetic Survey in September 1997..
 EE2239
 EE2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2239
 EE2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2239
 EE2239.The geoid height was determined by GEOID03.
 EE2239
 EE2239;                    North         East     Units Scale Factor Converg.
 EE2239;SPC GA W     -   477,280.867   581,259.317   MT  1.00007374   -0 43 36.9
 EE2239;SPC GA W     - 1,565,878.98  1,907,014.94   sFT  1.00007374   -0 43 36.9
 EE2239;SPC AL E     -   421,194.369   234,685.185   MT  0.99997482   +0 12 44.3
 EE2239;UTM  16      - 3,796,248.216   642,040.709   MT  0.99984870   +0 52 11.5
 EE2239
 EE2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2239!SPC GA W     -   0.99993453  x   1.00007374  =   1.00000826
 EE2239!SPC AL E     -   0.99993453  x   0.99997482  =   0.99990935
 EE2239!UTM  16      -   0.99993453  x   0.99984870  =   0.99978323
 EE2239
 EE2239:                Primary Azimuth Mark                     Grid Az
 EE2239:SPC GA W     -  DIRTSELLER                               001 31 06.8
 EE2239:SPC AL E     -  DIRTSELLER                               000 34 45.6
 EE2239:UTM  16      -  DIRTSELLER                               359 55 18.4
 EE2239
 EE2239|---------------------------------------------------------------------|
 EE2239| PID    Reference Object                     Distance      Geod. Az  |
 EE2239|                                                           dddmmss.s |
 EE2239| EE2244 DIRTSELLER                          APPROX.11.2 KM 0004729.9 |
 EE2239| EE2246 LYERLY BIGELOW SANFORD W TANK       APPROX.13.9 KM 0234249.7 |
 EE2239| CG5640 BOGAN RM 1                           22.964 METERS 06619     |
 EE2239| CG5641 BOGAN RM 2                           21.455 METERS 14120     |
 EE2239|---------------------------------------------------------------------|
 EE2239
 EE2239                          SUPERSEDED SURVEY CONTROL
 EE2239
 EE2239  NAD 83(1994)-  34 17 51.87957(N)    085 27 23.60781(W) AD(       ) 1
 EE2239  NAD 83(1986)-  34 17 51.88099(N)    085 27 23.60648(W) AD(       ) 1
 EE2239  NAD 27      -  34 17 51.55098(N)    085 27 23.75553(W) AD(       ) 1
 EE2239  NGVD 29 (07/19/86)  446.0    (m)         1463.     (f) VERT ANG       
 EE2239
 EE2239.Superseded values are not recommended for survey control.
 EE2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2239.See file dsdata.txt to determine how the superseded data were derived.
 EE2239
 EE2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4204196248(NAD 83)
 EE2239_MARKER: DS = TRIANGULATION STATION DISK
 EE2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2239
 EE2239  HISTORY     - Date     Condition        Report By
 EE2239  HISTORY     - 1972     MONUMENTED       NGS
 EE2239
 EE2239                          STATION DESCRIPTION
 EE2239
 EE2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2239'NO SUITABLE LOCATION FOR A DISTANT RM.
 EE2239'
 EE2239'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF THE VILLAGE OF
 EE2239'COOSA, 1-1/4 MILE SOUTH OF THE CATOOSA RIVER, 3/4 MILE NORTH OF
 EE2239'THE FLOYD-CHATTOOGA COUNTY LINE, 1/2 MILE EAST OF THE ALABAMA
 EE2239'STATE LINE, ON BOGAN MOUNTAIN, IN DENSE WOODS, ON PROPERTY OWNED
 EE2239'BY THE GEORGIA KRAFT CORPORATION.
 EE2239'
 EE2239'TO REACH THE STATION FROM THE COOSA POST OFFICE, AT THE JUNCTION
 EE2239'OF STATE HIGHWAYS 20 AND 100 SOUTH, GO WEST ON HIGHWAYS 20 AND 100
 EE2239'FOR 3.0 MILES TO THE JUNCTION WITH HIGHWAY 100 NORTH ON THE
 EE2239'RIGHT.  CONTINUE WEST ON HIGHWAY 20 FOR 2.7 MILES TO A PAVED ROAD
 EE2239'RIGHT AT TOP OF SMALL RISE.  TURN RIGHT AND GO NORTHERLY ON THE
 EE2239'PAVED ROAD FOR 1.45 MILES TO END OF PAVEMENT.  CONTINUE AHEAD ON
 EE2239'THE DIRT ROAD FOR 1.15 MILES TO A ROAD RIGHT AT FIELD CORNER.  TURN
 EE2239'RIGHT AND FOLLOW DIRT, THEN WOODS ROAD FOR 2.1 MILES TO A FORK
 EE2239'AT THE TOP OF THE RIDGE.  BEAR RIGHT AND GO 0.3 MILE ALONG
 EE2239'TOP OF RIDGE TO THE STATION ON THE LEFT AS DESCRIBED.
 EE2239'
 EE2239'STATION MARKS ARE STANDARD DISKS STAMPED BOGAN 1972.  THE
 EE2239'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2239'MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 27 FEET
 EE2239'NORTH OF A 14-INCH TRIANGULAR-BLAZED OAK TREE, 27 FEET
 EE2239'NORTH-NORTHWEST OF THE CENTER OF THE WOODS ROAD, AND 4.3 FEET
 EE2239'SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 EE2239'IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 40 INCHES BELOW
 EE2239'GROUND.
 EE2239'
 EE2239'REFERENCE MARK 1, A STANDARD DISK STAMPED BOGAN NO 1 1972, IS SET
 EE2239'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EE2239'3 INCHES ABOVE GROUND.  IT IS 77.8 FEET NORTHEAST OF THE WITNESS
 EE2239'POST, 24 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD, AND LEVEL
 EE2239'WITH THE STATION.
 EE2239'
 EE2239'REFERENCE MARK 2, A STANDARD DISK STAMPED BOGAN NO 2 1972, IS
 EE2239'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2239'PROJECTS 1 INCH ABOVE GROUND.  IT IS 74.5 FEET SOUTHEAST OF THE
 EE2239'WITNESS POST, 40.5 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 EE2239'ROAD, 10 FEET WEST OF A 20-INCH TRIANGULAR-BLAZED OAK TREE, AND
 EE2239'5 FEET LOWER THAN THE STATION.
 EE2239'
 EE2239'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2713 ***********************************************************************
 DF2713  DESIGNATION -  BOLD
 DF2713  PID         -  DF2713
 DF2713  STATE/COUNTY-  GA/WALTON
 DF2713  USGS QUAD   -  BOLD SPRINGS (1985)
 DF2713
 DF2713                         *CURRENT SURVEY CONTROL
 DF2713  ___________________________________________________________________
 DF2713* NAD 83(1994)-  33 54 11.48342(N)    083 48 50.28399(W)     ADJUSTED  
 DF2713* NAVD 88     -       305.9    (meters)    1004.     (feet)  VERTCON   
 DF2713  ___________________________________________________________________
 DF2713  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DF2713  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DF2713
 DF2713  HORZ ORDER  -  FIRST
 DF2713
 DF2713.The horizontal coordinates were established by classical geodetic methods
 DF2713.and adjusted by the National Geodetic Survey in September 1997..
 DF2713
 DF2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2713
 DF2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2713
 DF2713.The geoid height was determined by GEOID03.
 DF2713
 DF2713;                    North         East     Units Scale Factor Converg.
 DF2713;SPC GA W     -   432,822.433   732,617.746   MT  0.99991311   +0 11 48.2
 DF2713;SPC GA W     - 1,420,018.27  2,403,596.72   sFT  0.99991311   +0 11 48.2
 DF2713;UTM  17      - 3,754,987.702   239,801.927   MT  1.00043470   -1 34 13.8
 DF2713
 DF2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2713!SPC GA W     -   0.99995658  x   0.99991311  =   0.99986969
 DF2713!UTM  17      -   0.99995658  x   1.00043470  =   1.00039126
 DF2713
 DF2713:                Primary Azimuth Mark                     Grid Az
 DF2713:SPC GA W     -  BOLD RM 3                                091 53 28.5
 DF2713:UTM  17      -  BOLD RM 3                                093 39 30.5
 DF2713
 DF2713|---------------------------------------------------------------------|
 DF2713| PID    Reference Object                     Distance      Geod. Az  |
 DF2713|                                                           dddmmss.s |
 DF2713| CY7389 BOLD RM 3                                          0920516.7 |
 DF2713| DF2592 WALKER PARK MUN TANK                APPROX.10.5 KM 1334815.7 |
 DF2713| CY7387 BOLD RM 1                            22.122 METERS 16414     |
 DF2713| CY7388 BOLD RM 2                            23.566 METERS 25823     |
 DF2713|---------------------------------------------------------------------|
 DF2713
 DF2713                          SUPERSEDED SURVEY CONTROL
 DF2713
 DF2713  NAD 83(1986)-  33 54 11.48995(N)    083 48 50.28345(W) AD(       ) 1
 DF2713  NAD 27      -  33 54 11.09606(N)    083 48 50.65137(W) AD(       ) 1
 DF2713  NGVD 29 (07/19/86)  305.9    (m)         1004.     (f) VERT ANG       
 DF2713
 DF2713.Superseded values are not recommended for survey control.
 DF2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2713.See file dsdata.txt to determine how the superseded data were derived.
 DF2713
 DF2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3980254988(NAD 83)
 DF2713_MARKER: DS = TRIANGULATION STATION DISK
 DF2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2713
 DF2713  HISTORY     - Date     Condition        Report By
 DF2713  HISTORY     - 1975     MONUMENTED       NGS
 DF2713
 DF2713                          STATION DESCRIPTION
 DF2713
 DF2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2713'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF WINDER, 7 MILES
 DF2713'NORTHEAST OF LAGANVILLE, 0.5 MILE WEST OF BOLD SPRINGS AND ON
 DF2713'PROPERTY OWNED BY MR. A. B. EWING, OF BOLD SPRINGS, WHOSE PHONE
 DF2713'NUMBER IS 267-2118.
 DF2713'
 DF2713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 DF2713'STATE HIGHWAY 81 IN WINDER, GO SOUTHWESTERLY ON HIGHWAY 81 FOR 4
 DF2713'MILES TO THE JUNCTION OF STATE HIGHWAY 324.  CONTINUE AHEAD,
 DF2713'SOUTHWESTERLY, ON THE HIGHWAY FOR 4.1 MILES TO A T-ROAD.  TURN
 DF2713'RIGHT AND GO WESTERLY ON THE HIGHWAY FOR 0.15 MILE TO A SIDE ROAD
 DF2713'LEFT.  CONTINUE AHEAD, WESTERLY, ON A PAVED ROAD FOR 0.3 MILE TO
 DF2713'A SIDE ROAD AND REFERENCE MARK 3 ON THE LEFT.  TURN LEFT AND GO
 DF2713'SOUTHWESTERLY ON A PAVED ROAD FOR 0.25 MILE TO A FIELD
 DF2713'ENTRANCE AND A METAL GATE ON THE RIGHT.  TURN RIGHT, PASS
 DF2713'THROUGH THE GATE, AND GO NORTHERLY ACROSS A FIELD FOR 0.1 MILE TO
 DF2713'THE TOP OF A HILL AND THE STATION.
 DF2713'
 DF2713'STATION MARKS ARE STANDARD DISKS STAMPED BOLD 1975.  THE SURFACE
 DF2713'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2713'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 227 FEET SOUTH OF A
 DF2713'WIRE FENCE AT AN EIGHT INCH PINE TREE AND 233 FEET SOUTH OF AN
 DF2713'8-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DF2713'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF2713'
 DF2713'REFERENCE MARK 1, A STANDARD DISK STAMPED BOLD NO 1 1975, IS
 DF2713'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DF2713'FLUSH WITH THE GROUND SURFACE.
 DF2713'
 DF2713'REFERENCE MARK 2, A STANDARD DISK STAMPED BOLD NO 2 1975, IS SET
 DF2713'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 DF2713'WITH THE GROUND SURFACE.
 DF2713'
 DF2713'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BOLD NO 3 1975, IS
 DF2713'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF2713'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 DF2713'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 39 FEET SOUTH-SOUTHEAST OF
 DF2713'THE CENTER OF A PAVED ROAD, 3.5 FEET NORTHWEST OF A UTILITY
 DF2713'POLE WITH A TRANSFORMER AND 2.2 FEET WEST OF A METAL WITNESS
 DF2713'POST.
 DF2713'
 DF2713'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0707 ***********************************************************************
 EE0707  DESIGNATION -  BOLT
 EE0707  PID         -  EE0707
 EE0707  STATE/COUNTY-  GA/CHATTOOGA
 EE0707  USGS QUAD   -  LYERLY (1981)
 EE0707
 EE0707                         *CURRENT SURVEY CONTROL
 EE0707  ___________________________________________________________________
 EE0707* NAD 83(1986)-  34 26 26.     (N)    085 22 46.     (W)     SCALED    
 EE0707* NAVD 88     -       191.202  (meters)     627.30   (feet)  ADJUSTED  
 EE0707  ___________________________________________________________________
 EE0707  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE0707  DYNAMIC HT  -         191.009 (meters)     626.67  (feet)  COMP
 EE0707  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 EE0707
 EE0707  VERT ORDER  -  SECOND    CLASS 0
 EE0707
 EE0707.The horizontal coordinates were scaled from a topographic map and have
 EE0707.an estimated accuracy of +/- 6 seconds.
 EE0707
 EE0707.The orthometric height was determined by differential leveling
 EE0707.and adjusted by the National Geodetic Survey in June 1991..
 EE0707
 EE0707.The geoid height was determined by GEOID03.
 EE0707
 EE0707.The dynamic height is computed by dividing the NAVD 88
 EE0707.geopotential number by the normal gravity value computed on the
 EE0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0707.degrees latitude (g = 980.6199 gals.).
 EE0707
 EE0707.The modeled gravity was interpolated from observed gravity values.
 EE0707
 EE0707;                    North         East    Units  Estimated Accuracy
 EE0707;SPC GA W     -   493,040.      588,550.      MT  (+/- 180 meters Scaled)
 EE0707
 EE0707                          SUPERSEDED SURVEY CONTROL
 EE0707
 EE0707  NGVD 29 (??/??/92)  191.186  (m)          627.25   (f) ADJ UNCH    2 0
 EE0707
 EE0707.Superseded values are not recommended for survey control.
 EE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0707.See file dsdata.txt to determine how the superseded data were derived.
 EE0707
 EE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD488121(NAD 83)
 EE0707_MARKER: B = BOLT
 EE0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0707_SP_SET: BRIDGE
 EE0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0707
 EE0707  HISTORY     - Date     Condition        Report By
 EE0707  HISTORY     - UNK      MONUMENTED       GAHD
 EE0707  HISTORY     - 1972     GOOD             NGS
 EE0707
 EE0707                          STATION DESCRIPTION
 EE0707
 EE0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0707'3 MI NE FROM LYERLY.
 EE0707'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 114 FROM THE POST
 EE0707'OFFICE AT LYERLY, OR ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY
 EE0707'27 FROM THE POST OFFICE AT SUMMERVILLE, THENCE 3.1 MILES SOUTHWEST
 EE0707'ALONG STATE HIGHWAY 114, 291 FEET NORTH OF THE JUNCTION OF THE
 EE0707'HIGHWAY AND A PAVED ROAD LEADING WEST TO BERRYTON, 13 FEET WEST
 EE0707'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END
 EE0707'OF THE CONCRETE BASE FOR THE WEST CONCRETE GUARDRAIL FOR A 150-FOOT
 EE0707'CONCRETE BRIDGE OVER RACCOON CREEK, 0.7 FOOT SOUTH OF THE NORTH END
 EE0707'OF THE CONCRETE BASE, AND 1.2 FEET ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE3693 ***********************************************************************
 AE3693  DESIGNATION -  BOLT 307 AR
 AE3693  PID         -  AE3693
 AE3693  STATE/COUNTY-  GA/GLYNN
 AE3693  USGS QUAD   -  BRUNSWICK WEST (1993)
 AE3693
 AE3693                         *CURRENT SURVEY CONTROL
 AE3693  ___________________________________________________________________
 AE3693* NAD 83(1986)-  31 07 40.     (N)    081 33 10.     (W)     SCALED    
 AE3693* NAVD 88     -         8.645  (meters)      28.36   (feet)  ADJUSTED  
 AE3693  ___________________________________________________________________
 AE3693  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AE3693  DYNAMIC HT  -           8.635 (meters)      28.33  (feet)  COMP
 AE3693  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 AE3693
 AE3693  VERT ORDER  -  FIRST     CLASS II
 AE3693
 AE3693.The horizontal coordinates were scaled from a topographic map and have
 AE3693.an estimated accuracy of +/- 6 seconds.
 AE3693
 AE3693.The orthometric height was determined by differential leveling
 AE3693.and adjusted by the National Geodetic Survey in April 1998..
 AE3693
 AE3693.The geoid height was determined by GEOID03.
 AE3693
 AE3693.The dynamic height is computed by dividing the NAVD 88
 AE3693.geopotential number by the normal gravity value computed on the
 AE3693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3693.degrees latitude (g = 980.6199 gals.).
 AE3693
 AE3693.The modeled gravity was interpolated from observed gravity values.
 AE3693
 AE3693;                    North         East    Units  Estimated Accuracy
 AE3693;SPC GA E     -   125,180.      258,550.      MT  (+/- 180 meters Scaled)
 AE3693
 AE3693                          SUPERSEDED SURVEY CONTROL
 AE3693
 AE3693.No superseded survey control is available for this station.
 AE3693
 AE3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ472438(NAD 83)
 AE3693_MARKER: B = BOLT
 AE3693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3693_SP_SET: BRIDGE ABUTMENT
 AE3693_STAMPING: 307 AR
 AE3693_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3693+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996
 AE3693
 AE3693  HISTORY     - Date     Condition        Report By
 AE3693  HISTORY     - UNK      MONUMENTED
 AE3693  HISTORY     - 19960605 GOOD             NGS
 AE3693
 AE3693                          STATION DESCRIPTION
 AE3693
 AE3693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 AE3693'MARK IS 1.45 MILES (2.33 KM) SE ALONG US 17 FROM THE INTERCHANGE OF
 AE3693'I-95 SOUTH OF BRUNSWICK, AT THE NW END, WEST CORNER, OF NEW 4-LANE
 AE3693'BRIDGE OVER FANCY BLUFF CREEK, ON THE RIGHT AS ONE HEADS TOWARD JEKYLL
 AE3693'ISLAND, 0.5 FT (15.2 CM) SE OF NW END OF ABUTMENT, OUTSIDE OR SW OF
 AE3693'PARAPET WALL, ABOUT LEVEL WITH BRIDGE DECK, A BOLT INSTALLED BY
 AE3693'CONTRACTOR DURING CONSTRUCTION OF BRIDGE.  NO SIGNIFICANCE OF THE
 AE3693'STAMPING COULD BE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2766 ***********************************************************************
 DG2766  DESIGNATION -  BOLTON
 DG2766  PID         -  DG2766
 DG2766  STATE/COUNTY-  GA/FULTON
 DG2766  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2766
 DG2766                         *CURRENT SURVEY CONTROL
 DG2766  ___________________________________________________________________
 DG2766* NAD 83(1994)-  33 49 17.64508(N)    084 27 54.87729(W)     ADJUSTED  
 DG2766* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 DG2766  ___________________________________________________________________
 DG2766  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DG2766  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG2766
 DG2766  HORZ ORDER  -  FIRST
 DG2766
 DG2766.The horizontal coordinates were established by classical geodetic methods
 DG2766.and adjusted by the National Geodetic Survey in September 1997..
 DG2766
 DG2766.The orthometric height was scaled from a topographic map.
 DG2766
 DG2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2766
 DG2766.The geoid height was determined by GEOID03.
 DG2766
 DG2766;                    North         East     Units Scale Factor Converg.
 DG2766;SPC GA W     -   423,753.946   672,361.201   MT  0.99990941   -0 09 58.3
 DG2766;SPC GA W     - 1,390,266.07  2,205,905.04   sFT  0.99990941   -0 09 58.3
 DG2766;UTM  16      - 3,745,261.608   734,596.885   MT  1.00027852   +1 24 41.4
 DG2766
 DG2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2766!SPC GA W     -   0.99996413  x   0.99990941  =   0.99987354
 DG2766!UTM  16      -   0.99996413  x   1.00027852  =   1.00024264
 DG2766
 DG2766|---------------------------------------------------------------------|
 DG2766| PID    Reference Object                     Distance      Geod. Az  |
 DG2766|                                                           dddmmss.s |
 DG2766| CZ2851 BOLTON RM 2                          24.060 METERS 15805     |
 DG2766| CZ2850 BOLTON RM 1                          19.304 METERS 25242     |
 DG2766|---------------------------------------------------------------------|
 DG2766
 DG2766                          SUPERSEDED SURVEY CONTROL
 DG2766
 DG2766  NAD 83(1986)-  33 49 17.64894(N)    084 27 54.87741(W) AD(       ) 1
 DG2766  NAD 27      -  33 49 17.26900(N)    084 27 55.13700(W) AD(       ) 1
 DG2766
 DG2766.Superseded values are not recommended for survey control.
 DG2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2766.See file dsdata.txt to determine how the superseded data were derived.
 DG2766
 DG2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3459745262(NAD 83)
 DG2766_MARKER: DS = TRIANGULATION STATION DISK
 DG2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2766
 DG2766  HISTORY     - Date     Condition        Report By
 DG2766  HISTORY     - 1927     MONUMENTED       CGS
 DG2766  HISTORY     - 1953     SEE DESCRIPTION  CGS
 DG2766
 DG2766                          STATION DESCRIPTION
 DG2766
 DG2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2766'STATION IS ABOUT 1/2 MILE W OF BOLTON, ON THE PROPERTY OF CHARLES
 DG2766'COLLINS.
 DG2766'
 DG2766'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2766'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2766'DIAMETER AT THE BASE.  CAST-IRON OVER TOP OF MARK.
 DG2766'
 DG2766'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 DG2766'CYLINDERS.
 DG2766'
 DG2766'TO REACH STATION FROM U.S. POST OFFICE AT BOLTON, GO OUT MARIETTA
 DG2766'ROAD FOR ABOUT 500 FEET, TURN LEFT ON FISHER AVENUE OVER STREET
 DG2766'CAR TRACKS AND GO UP HILL TO THE LOUISVILLE AND NASHVILLE TRACKS.
 DG2766'CROSS TRACKS AND TURN RIGHT AT THE FIRST DIRT ROAD.  FOLLOW ROAD
 DG2766'PAST OLD FRAME HOUSE.  MARK IS ABOUT 200 FEET SW FROM HOUSE ABOUT
 DG2766'50 FEET N FROM OLD DIRT ROAD.
 DG2766'
 DG2766'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 FEET.
 DG2766
 DG2766                          STATION RECOVERY (1953)
 DG2766
 DG2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG2766'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE MARK
 DG2766'NO. 1 WAS FOUND IN GOOD CONDITION.  BOTH THE STATION AND REFERENCE
 DG2766'MARK NO. 1 WAS MOVED BY THE REQUEST OF MR. DICKSON, SUPERINTENDENT
 DG2766'OF THE ATLANTA BRICK AND TILE CO.  REFERENCE MARK NO. 2 WAS FOUND
 DG2766'DESTROYED.
 DG2766'
 DG2766'THE STATION WAS ON THE TOP OF A LOW HILL WHICH IS NOW BEING
 DG2766'EXCAVATED TO FURNISH MATERIAL FOR THE MANUFACTURING OF BRICK.
 DG2766'A NEW STATION WAS ESTABLISHED 89.902 METERS E OF THE ORIGINAL
 DG2766'STATION, ON THE EAST SLOPE OF THE HILL.  REFERENCE MARK NO. 3
 DG2766'AND NO. 4 WERE ESTABLISHED.  THE NEW STATION WAS MEASURED BY
 DG2766'TRAVERSE.  A TRIANGLE WAS CLOSED FROM STATION VINING 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2767 ***********************************************************************
 DG2767  DESIGNATION -  BOLTON 2
 DG2767  PID         -  DG2767
 DG2767  STATE/COUNTY-  GA/FULTON
 DG2767  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2767
 DG2767                         *CURRENT SURVEY CONTROL
 DG2767  ___________________________________________________________________
 DG2767* NAD 83(1994)-  33 49 17.58832(N)    084 27 51.38198(W)     ADJUSTED  
 DG2767* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 DG2767  ___________________________________________________________________
 DG2767  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DG2767  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG2767
 DG2767  HORZ ORDER  -  SECOND
 DG2767
 DG2767.The horizontal coordinates were established by classical geodetic methods
 DG2767.and adjusted by the National Geodetic Survey in September 1997..
 DG2767.No horizontal observational check was made to the station.
 DG2767
 DG2767.The orthometric height was scaled from a topographic map.
 DG2767
 DG2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2767
 DG2767.The geoid height was determined by GEOID03.
 DG2767
 DG2767;                    North         East     Units Scale Factor Converg.
 DG2767;SPC GA W     -   423,751.937   672,451.072   MT  0.99990935   -0 09 56.3
 DG2767;SPC GA W     - 1,390,259.48  2,206,199.89   sFT  0.99990935   -0 09 56.3
 DG2767;UTM  16      - 3,745,262.074   734,686.811   MT  1.00027904   +1 24 43.4
 DG2767
 DG2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2767!SPC GA W     -   0.99996491  x   0.99990935  =   0.99987426
 DG2767!UTM  16      -   0.99996491  x   1.00027904  =   1.00024394
 DG2767
 DG2767|---------------------------------------------------------------------|
 DG2767| PID    Reference Object                     Distance      Geod. Az  |
 DG2767|                                                           dddmmss.s |
 DG2767| CZ2852 BOLTON 2 RM 3                        10.002 METERS 07808     |
 DG2767| CZ2853 BOLTON 2 RM 4                        10.561 METERS 19810     |
 DG2767| DG2766 BOLTON                               89.902 METERS 27107     |
 DG2767| DG2768 VINING                              APPROX. 5.4 KM 3561632.6 |
 DG2767|---------------------------------------------------------------------|
 DG2767
 DG2767                          SUPERSEDED SURVEY CONTROL
 DG2767
 DG2767  NAD 83(1986)-  33 49 17.59217(N)    084 27 51.38215(W) AD(       ) 2
 DG2767  NAD 27      -  33 49 17.21200(N)    084 27 51.64200(W) AD(       ) 2
 DG2767
 DG2767.Superseded values are not recommended for survey control.
 DG2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2767.See file dsdata.txt to determine how the superseded data were derived.
 DG2767
 DG2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3468745262(NAD 83)
 DG2767_MARKER: DS = TRIANGULATION STATION DISK
 DG2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2767
 DG2767  HISTORY     - Date     Condition        Report By
 DG2767  HISTORY     - 1953     MONUMENTED       CGS
 DG2767
 DG2767                          STATION DESCRIPTION
 DG2767
 DG2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG2767'THE STATION IS LOCATED ABOUT 0.15 MILE NW OF BOLTON, ON THE
 DG2767'PROPERTY OWNED BY THE ATLANTA BRICK AND TILE CO., NEAR THE E
 DG2767'EDGE OF A LARGE PIT AND ABOUT 500 FEET S OF THE ATLANTA BRICK
 DG2767'AND TILE CO. PLANT, ON THE E SLOPE OF A HILL.  IT IS 50 FEET
 DG2767'S OF A POWER LINE POLE, 10 FEET S OF A 24-INCH CHERRY TREE,
 DG2767'22 FEET S OF THE CENTERLINE OF A DIRT ROAD AND 12 FEET S OF A
 DG2767'VERTICAL RAIL (PROPERTY MONUMENT.) IT IS A STANDARD DISK
 DG2767'STAMPED BOLTON 2 1953, AND PROJECTS 3 INCHES.
 DG2767'
 DG2767'REFERENCE MARK NO. 3 IS E OF THE STATION AND ABOUT 3 FEET LOWER
 DG2767'IN ELEVATION.  IT IS 26 FEET E OF THE PROPERTY MONUMENT, 22
 DG2767'FEET S OF THE CENTERLINE OF A DIRT ROAD AND 36 FEET S OF A POWER
 DG2767'LINE POLE.  IT IS A STANDARD DISK, STAMPED BOLTON 2 NO 3 1953,
 DG2767'AND PROJECTS 3 INCHES.
 DG2767'
 DG2767'REFERENCE MARK NO. 4 IS S OF THE STATION AND ABOUT 3 FEET LOWER
 DG2767'IN ELEVATION.  IT IS 45.5 FEET S OF THE PROPERTY MARKER AND
 DG2767'13 FEET N OF A DEAD TREE.  IT IS A STANDARD DISK, STAMPED BOLTON
 DG2767'2 NO 4 1953, AND PROJECTS 3 INCHES.
 DG2767'
 DG2767'TO REACH THE STATION FROM THE POST OFFICE IN BOLTON, GO N FOR
 DG2767'0.1 MILE TO A STREET LEADING W, TURN LEFT (W) AND GO UPHILL TO
 DG2767'THE RAILROAD TRACKS, TURN RIGHT FOR 100 FEET, TURN LEFT UPHILL
 DG2767'FOR ABOUT 200 FEET TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2659 ***********************************************************************
 CL2659  DESIGNATION -  BONAIRE GA PWR CO MICROWAVE
 CL2659  PID         -  CL2659
 CL2659  STATE/COUNTY-  GA/HOUSTON
 CL2659  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL2659
 CL2659                         *CURRENT SURVEY CONTROL
 CL2659  ___________________________________________________________________
 CL2659* NAD 83(1994)-  32 34 00.47348(N)    083 35 50.06292(W)     ADJUSTED  
 CL2659* NAVD 88     -                                                        
 CL2659  ___________________________________________________________________
 CL2659  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CL2659  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CL2659
 CL2659  HORZ ORDER  -  THIRD
 CL2659
 CL2659.The horizontal coordinates were established by classical geodetic methods
 CL2659.and adjusted by the National Geodetic Survey in September 1997..
 CL2659.No horizontal observational check was made to the station.
 CL2659
 CL2659
 CL2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2659
 CL2659.The geoid height was determined by GEOID03.
 CL2659
 CL2659;                    North         East     Units Scale Factor Converg.
 CL2659;SPC GA W     -   284,706.861   753,468.335   MT  0.99993524   +0 18 23.5
 CL2659;SPC GA W     -   934,075.76  2,472,004.03   sFT  0.99993524   +0 18 23.5
 CL2659;UTM  17      - 3,606,239.944   256,162.589   MT  1.00033323   -1 23 55.5
 CL2659
 CL2659                          SUPERSEDED SURVEY CONTROL
 CL2659
 CL2659  NAD 83(1986)-  32 34 00.47778(N)    083 35 50.06067(W) AD(       ) 4
 CL2659  NAD 27      -  32 33 59.95442(N)    083 35 50.39450(W) AD(       ) 3
 CL2659
 CL2659.Superseded values are not recommended for survey control.
 CL2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2659.See file dsdata.txt to determine how the superseded data were derived.
 CL2659
 CL2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5616306240(NAD 83)
 CL2659_MARKER: 44 = MICROWAVE MAST
 CL2659
 CL2659  HISTORY     - Date     Condition        Report By
 CL2659  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2659
 CL2659                          STATION DESCRIPTION
 CL2659
 CL2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2659'THE STATION IS THE LIGHT AT THE TOP-CENTER OF THE BONAIRE
 CL2659'GEORGIA POWER COMPANY MICROWAVE WDX 90 MAST.  IT IS A TRUSS-WORK
 CL2659'STEEL, GUYED, MAST WITH TWO ROUND ANTENNAS ATTACHED, ONE AT THE
 CL2659'TOP AND ONE NEAR THE MIDDLE OF THE MAST.  THE MAST IS PAINTED
 CL2659'ALTERNATELY RED AND WHITE AND IS 335 FEET HIGH.
 CL2659'
 CL2659'STATION IS LOCATED 1.6 MILES NORTH OF BONAIRE, 0.15 MILE WEST
 CL2659'OF STATE HIGHWAY 247, 0.1 MILE SOUTH OF A PAVED ROAD AND AT THE
 CL2659'NORTH END OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2658 ***********************************************************************
 CL2658  DESIGNATION -  BONAIRE MUN TANK
 CL2658  PID         -  CL2658
 CL2658  STATE/COUNTY-  GA/HOUSTON
 CL2658  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL2658
 CL2658                         *CURRENT SURVEY CONTROL
 CL2658  ___________________________________________________________________
 CL2658* NAD 83(1994)-  32 32 43.63646(N)    083 36 46.16799(W)     ADJUSTED  
 CL2658* NAVD 88     -                                                        
 CL2658  ___________________________________________________________________
 CL2658  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL2658  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CL2658
 CL2658  HORZ ORDER  -  THIRD
 CL2658
 CL2658.The horizontal coordinates were established by classical geodetic methods
 CL2658.and adjusted by the National Geodetic Survey in September 1997..
 CL2658
 CL2658
 CL2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2658
 CL2658.The geoid height was determined by GEOID03.
 CL2658
 CL2658;                    North         East     Units Scale Factor Converg.
 CL2658;SPC GA W     -   282,332.395   752,017.243   MT  0.99993335   +0 17 52.6
 CL2658;SPC GA W     -   926,285.53  2,467,243.24   sFT  0.99993335   +0 17 52.6
 CL2658;UTM  17      - 3,603,908.758   254,640.886   MT  1.00034241   -1 24 22.8
 CL2658
 CL2658                          SUPERSEDED SURVEY CONTROL
 CL2658
 CL2658  NAD 83(1986)-  32 32 43.64059(N)    083 36 46.16601(W) AD(       ) 4
 CL2658  NAD 27      -  32 32 43.11335(N)    083 36 46.49749(W) AD(       ) 3
 CL2658
 CL2658.Superseded values are not recommended for survey control.
 CL2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2658.See file dsdata.txt to determine how the superseded data were derived.
 CL2658
 CL2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5464103909(NAD 83)
 CL2658_MARKER: 53 = ELEVATED TANK
 CL2658
 CL2658  HISTORY     - Date     Condition        Report By
 CL2658  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2658
 CL2658                          STATION DESCRIPTION
 CL2658
 CL2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2658'THE STATION IS THE APEX OF THE CUPOLA AT THE TOP-CENTER OF THE
 CL2658'BONAIRE MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 CL2658'WITH A DOME SHAPED TOP AND BOTTOM, SUPPORTED BY FOUR TUBULAR
 CL2658'STEEL LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120 FEET
 CL2658'HIGH.
 CL2658'
 CL2658'STATION IS LOCATED 0.9 MILE WEST OF THE CAUTION LIGHT ON STATE
 CL2658'HIGHWAY 247 IN BONAIRE, 171 FEET NORTH OF THE CENTER OF
 CL2658'2ND. STREET, 60 FEET EAST OF THE CENTER OF 2ND. AVE. AND 0.5
 CL2658'MILE SOUTH OF STATE HIGHWAY 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2660 ***********************************************************************
 CL2660  DESIGNATION -  BONAIRE SOU RWY MICROWAVE
 CL2660  PID         -  CL2660
 CL2660  STATE/COUNTY-  GA/HOUSTON
 CL2660  USGS QUAD   -  WARNER ROBINS SE (1985)
 CL2660
 CL2660                         *CURRENT SURVEY CONTROL
 CL2660  ___________________________________________________________________
 CL2660* NAD 83(1994)-  32 34 05.10037(N)    083 36 09.10397(W)     ADJUSTED  
 CL2660* NAVD 88     -                                                        
 CL2660  ___________________________________________________________________
 CL2660  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 CL2660  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CL2660
 CL2660  HORZ ORDER  -  THIRD
 CL2660
 CL2660.The horizontal coordinates were established by classical geodetic methods
 CL2660.and adjusted by the National Geodetic Survey in September 1997..
 CL2660.No horizontal observational check was made to the station.
 CL2660
 CL2660
 CL2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2660
 CL2660.The geoid height was determined by GEOID03.
 CL2660
 CL2660;                    North         East     Units Scale Factor Converg.
 CL2660;SPC GA W     -   284,846.735   752,970.927   MT  0.99993459   +0 18 13.3
 CL2660;SPC GA W     -   934,534.66  2,470,372.12   sFT  0.99993459   +0 18 13.3
 CL2660;UTM  17      - 3,606,394.620   255,669.366   MT  1.00033620   -1 24 05.9
 CL2660
 CL2660                          SUPERSEDED SURVEY CONTROL
 CL2660
 CL2660  NAD 83(1986)-  32 34 05.10470(N)    083 36 09.10177(W) AD(       ) 4
 CL2660  NAD 27      -  32 34 04.58205(N)    083 36 09.43587(W) AD(       ) 3
 CL2660
 CL2660.Superseded values are not recommended for survey control.
 CL2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2660.See file dsdata.txt to determine how the superseded data were derived.
 CL2660
 CL2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5566906395(NAD 83)
 CL2660_MARKER: 45 = MICROWAVE TOWER
 CL2660
 CL2660  HISTORY     - Date     Condition        Report By
 CL2660  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2660
 CL2660                          STATION DESCRIPTION
 CL2660
 CL2660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2660'THE STATION IS THE LIGHT, NOT CENTERED, AT THE TOP OF THE
 CL2660'BONAIRE SOUTHERN RAILROAD COMPANY MICROWAVE KNV 84 TOWER.  IT
 CL2660'IS A THREE PIPED LEGGED, SKELETON STEEL, TOWER WITH TWO OCTAGON
 CL2660'SHAPED ANTENNAS ATTACHED AT THE TOP.  THE TOWER IS PAINTED
 CL2660'ALTERNATELY RED AND WHITE AND IS 200 FEET HIGH.
 CL2660'
 CL2660'STATION IS LOCATED 1.7 MILES NORTH-NORTHWEST OF THE SMALL TOWN
 CL2660'OF BONAIRE, 0.5 MILE WEST OF STATE HWY. 247, 100 FEET WEST OF
 CL2660'THE RAILROAD TRACKS AND 75 FEET SOUTH OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1584 ***********************************************************************
 CL1584  DESIGNATION -  BONE=M 24
 CL1584  PID         -  CL1584
 CL1584  STATE/COUNTY-  GA/BIBB
 CL1584  USGS QUAD   -  MACON EAST (1985)
 CL1584
 CL1584                         *CURRENT SURVEY CONTROL
 CL1584  ___________________________________________________________________
 CL1584* NAD 83(1994)-  32 47 55.27997(N)    083 33 22.18522(W)     ADJUSTED  
 CL1584* NAVD 88     -        96.268  (meters)     315.84   (feet)  POSTED    
 CL1584  ___________________________________________________________________
 CL1584  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CL1584  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CL1584  DYNAMIC HT  -          96.160 (meters)     315.48  (feet)  COMP
 CL1584  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 CL1584
 CL1584  HORZ ORDER  -  FIRST
 CL1584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1584
 CL1584.The horizontal coordinates were established by classical geodetic methods
 CL1584.and adjusted by the National Geodetic Survey in September 1997..
 CL1584
 CL1584.The orthometric height was determined by differential leveling
 CL1584.and adjusted by the National Geodetic Survey in 1992..
 CL1584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1584.rate of 0.0 thru 1.0 mm/km.
 CL1584
 CL1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1584
 CL1584.The geoid height was determined by GEOID03.
 CL1584
 CL1584.The dynamic height is computed by dividing the NAVD 88
 CL1584.geopotential number by the normal gravity value computed on the
 CL1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1584.degrees latitude (g = 980.6199 gals.).
 CL1584
 CL1584.The modeled gravity was interpolated from observed gravity values.
 CL1584
 CL1584;                    North         East     Units Scale Factor Converg.
 CL1584;SPC GA W     -   310,442.688   757,177.517   MT  0.99994030   +0 19 50.6
 CL1584;SPC GA W     - 1,018,510.72  2,484,173.24   sFT  0.99994030   +0 19 50.6
 CL1584;UTM  17      - 3,631,863.363   260,640.090   MT  1.00030651   -1 23 07.1
 CL1584
 CL1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1584!SPC GA W     -   0.99998915  x   0.99994030  =   0.99992945
 CL1584!UTM  17      -   0.99998915  x   1.00030651  =   1.00029566
 CL1584
 CL1584|---------------------------------------------------------------------|
 CL1584| PID    Reference Object                     Distance      Geod. Az  |
 CL1584|                                                           dddmmss.s |
 CL1584| CY7391 BONE RM                                            03354     |
 CL1584| CL1583 TRINCH=K 24                         APPROX. 0.6 KM 2795358.0 |
 CL1584|---------------------------------------------------------------------|
 CL1584
 CL1584                          SUPERSEDED SURVEY CONTROL
 CL1584
 CL1584  NAD 83(1986)-  32 47 55.28459(N)    083 33 22.18354(W) AD(       ) 1
 CL1584  NAD 27      -  32 47 54.79800(N)    083 33 22.52900(W) AD(       ) 1
 CL1584
 CL1584.Superseded values are not recommended for survey control.
 CL1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1584.See file dsdata.txt to determine how the superseded data were derived.
 CL1584
 CL1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6064031863(NAD 83)
 CL1584_MARKER: DS = TRIANGULATION STATION DISK
 CL1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1584
 CL1584  HISTORY     - Date     Condition        Report By
 CL1584  HISTORY     - 1918     MONUMENTED       CGS
 CL1584  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1584
 CL1584                          STATION DESCRIPTION
 CL1584
 CL1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWF)
 CL1584'ABOUT 1 MILE NORTH OF CAMP WHEELER, AND ABOUT 1 MILE SOUTH
 CL1584'OF SWIFT CREEK, ON THE MACON, DUBLIN AND SAVANNAH RAILWAY,
 CL1584'42 FEET SOUTH OF YARD LIMIT SIGN, 52.9 FEET WEST OF TRACK,
 CL1584'ON EXTENSION OF NORTH TANGENT OF EAST RAIL, AND AT THE SOUTH
 CL1584'END OF A SHALLOW CUT, IN THE EDGE OF A FIELD.
 CL1584'REFERENCE MARK = L-24 IS ON BANK
 CL1584'OF CUT JUST WEST OF DITCH, 13.62 METERS (44.7 FEET) FROM
 CL1584'STATION IN GRID AZIMUTH 213 DEG 35 MIN.  IN 1922 STATION
 CL1584'MARK REPORTED DESTROYED AND UNABLE TO LOCATE REFERENCE MARK.
 CL1584
 CL1584                          STATION RECOVERY (1949)
 CL1584
 CL1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1584'THE 1922 REPORT OF DESTROYED IS HERE ATTESTED, BECAUSE THE
 CL1584'AREA FOR SEVERAL HUNDRED FEET ALONGSIDE THE RAILROAD WAS
 CL1584'USED AS A COAL STORAGE AREA DURING THE SECOND WORLD WAR
 CL1584'AND IS NOW SCRAPED CLEAN APPARENTLY WELL BELOW ITS ORIGINAL
 CL1584'LEVEL.  THIS IS TRUE FOR 40 FEET IN EVERY DIRECTION FROM
 CL1584'THE DESCRIBED LOCATION AND SEVERAL HUNDRED FEET IN EVERY
 CL1584'DIRECTION EXCEPT OVER THAT AREA OCCUPIED BY THE RAILRAOD
 CL1584'TRACKS.
 CL1584'
 CL1584'IN THE DESCRIPTIONS FURNISHED THE PRESENT WRITER, THE REFERENCE
 CL1584'MARK WHICH IS NUMBERED ONLY AS B.M. L 24 WAS NOT RECOVERED
 CL1584'IN 1922 IN THE TRAVERSE DESCRIPTION AND WAS DESTROYED PRIOR
 CL1584'TO 1934 IN THE BENCH MARK DESCRIPTION.  THE TRAVERSE DESCRIPTION
 CL1584'PLACES IT ON A BANK OF A CUT AND JUST W OF A DITCH.  NOW
 CL1584'THERE IS NEITHER BANK NOR DITCH DUE TO GRADING FOR THE SAID
 CL1584'COAL STORAGE AREA FOR CAMP WHEELER WHICH OCCUPIED BOTH SIDES
 CL1584'OF THE RAILROAD HERE DURING THE WAR.  THE MARK WAS SURELY
 CL1584'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1523 ***********************************************************************
 CM1523  DESIGNATION -  BONITA
 CM1523  PID         -  CM1523
 CM1523  STATE/COUNTY-  GA/TAYLOR
 CM1523  USGS QUAD   -  BUTLER EAST (1971)
 CM1523
 CM1523                         *CURRENT SURVEY CONTROL
 CM1523  ___________________________________________________________________
 CM1523* NAD 83(1994)-  32 33 33.05036(N)    084 09 48.07703(W)     ADJUSTED  
 CM1523* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CM1523  ___________________________________________________________________
 CM1523  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CM1523  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM1523
 CM1523  HORZ ORDER  -  FIRST
 CM1523
 CM1523.The horizontal coordinates were established by classical geodetic methods
 CM1523.and adjusted by the National Geodetic Survey in September 1997..
 CM1523
 CM1523.The orthometric height was scaled from a topographic map.
 CM1523
 CM1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1523
 CM1523.The geoid height was determined by GEOID03.
 CM1523
 CM1523;                    North         East     Units Scale Factor Converg.
 CM1523;SPC GA W     -   283,719.170   700,311.010   MT  0.99990000   +0 00 06.4
 CM1523;SPC GA W     -   930,835.31  2,297,603.71   sFT  0.99990000   +0 00 06.4
 CM1523;UTM  16      - 3,605,969.418   766,343.576   MT  1.00047485   +1 31 39.0
 CM1523
 CM1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1523!SPC GA W     -   0.99997778  x   0.99990000  =   0.99987778
 CM1523!UTM  16      -   0.99997778  x   1.00047485  =   1.00045262
 CM1523
 CM1523:                Primary Azimuth Mark                     Grid Az
 CM1523:SPC GA W     -  AMO                                      051 50 57.3
 CM1523:UTM  16      -  AMO                                      050 19 24.7
 CM1523
 CM1523|---------------------------------------------------------------------|
 CM1523| PID    Reference Object                     Distance      Geod. Az  |
 CM1523|                                                           dddmmss.s |
 CM1523| CM1513 AMO                                 404.236 METERS 0515103.7 |
 CM1523| CM1522 LEONA                               365.354 METERS 25656     |
 CM1523| CY8092 BONITA RM                                          33312     |
 CM1523|---------------------------------------------------------------------|
 CM1523
 CM1523                          SUPERSEDED SURVEY CONTROL
 CM1523
 CM1523  NAD 83(1986)-  32 33 33.05495(N)    084 09 48.07579(W) AD(       ) 1
 CM1523  NAD 27      -  32 33 32.50700(N)    084 09 48.39000(W) AD(       ) 1
 CM1523
 CM1523.Superseded values are not recommended for survey control.
 CM1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1523.See file dsdata.txt to determine how the superseded data were derived.
 CM1523
 CM1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6634405969(NAD 83)
 CM1523_MARKER: DS = TRIANGULATION STATION DISK
 CM1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1523
 CM1523  HISTORY     - Date     Condition        Report By
 CM1523  HISTORY     - 1917     MONUMENTED       CGS
 CM1523  HISTORY     - 1935     GOOD             CGS
 CM1523  HISTORY     - 1954     GOOD             CGS
 CM1523  HISTORY     - 1973     GOOD             NGS
 CM1523
 CM1523                          STATION DESCRIPTION
 CM1523
 CM1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM1523'ABOUT 3-7/8 MILES EAST OF BUTLER, 4-3/4 TELEGRAPH POLES WEST OF
 CM1523'MILEPOST S-237, 9-1/2 RAILS EAST OF ONE MILE TO STATION SIGN,
 CM1523'2.325 METERS (7.63 FEET) TO THE LEFT FROM THE RAIL.
 CM1523'REFERENCE MARK IS NAIL OR BOLT IN CONCRETE MOUND, 5.90 METERS
 CM1523'(19.4 FEET) FROM STATION IN GRID AZIMUTH 153 DEG 12 MIN.
 CM1523
 CM1523                          STATION RECOVERY (1954)
 CM1523
 CM1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1523'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 CM1523'
 CM1523'LOCATED 3.8 MI. E ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CM1523'THE STATION IN BUTLER, 800 FT. W ON MILEPOST S 237, 300 FT. E
 CM1523'OF SIGN STATION ONE MILE, 150 FT. SW OF POLE 237/5, AND 8.4
 CM1523'FT. S OF THE S RAIL.  IT IS A STANDARD TRIANGULATION DISK,
 CM1523'STAMPED BONITA 1917 PROJECTING 2 IN. AND IS ABOUT 1.5 FT. LOWER
 CM1523'THAN THE TRACKS.
 CM1523'
 CM1523'REFERENCE MARK IS 20.00 FT. FROM THE STATION, 6 FT. N OF THE N
 CM1523'RAIL, AND DIRECTLY ACROSS THE TRACKS FROM THE STATION.  IT IS A
 CM1523'CONCRETE POST WITH A BOLT IN THE CENTER.
 CM1523'
 CM1523'THIS IS A TRAVERSE STATION.
 CM1523
 CM1523                          STATION RECOVERY (1973)
 CM1523
 CM1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 CM1523'STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.
 CM1523'
 CM1523'TO REACH FROM THE INTERSECTION OF STATE ROUTE 96 AND STATE
 CM1523'ROUTE 128 IN REYNOLDS, GO WEST ON STATE ROUTE 96 FOR 3.2 MILES
 CM1523'TO MILE POST 16 ON THE SOUTH SIDE OF HIGHWAY, CONTINUE STRAIGHT
 CM1523'AHEAD FOR 0.9 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 CM1523'
 CM1523'STATION IS 65 FEET NORTH OF A 3 FOOT HIGH 10 INCH DIAMETER
 CM1523'POST SUPPORTING A METAL BOX MARKING UNDERGROUND TELEPHONE CABLE
 CM1523'(POLE IS THE MOST EASTERLY OF TWO POLES MARKING UNDERGROUND
 CM1523'TELEPHONE CABLE SEPARATED BY 48 FEET).  APPROXIMATELY 810 FEET
 CM1523'WEST OF MILEPOST 237 ON CENTRAL OF GEORGIA RAILROAD, 8.6 FEET
 CM1523'SOUTH OF THE SOUTH RAIL, 2.0 FEET BELOW RAIL AND APPROXIMATELY
 CM1523'15 FEET ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 3 INCHES.
 CM1523'
 CM1523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1523'4.3 MILES WEST OF REYNOLDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2206 ***********************************************************************
 EE2206  DESIGNATION -  BONNIE
 EE2206  PID         -  EE2206
 EE2206  STATE/COUNTY-  GA/FLOYD
 EE2206  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2206
 EE2206                         *CURRENT SURVEY CONTROL
 EE2206  ___________________________________________________________________
 EE2206* NAD 83(1994)-  34 05 19.20824(N)    085 19 06.41459(W)     ADJUSTED  
 EE2206* NAVD 88     -       335.3    (meters)    1100.     (feet)  VERTCON   
 EE2206  ___________________________________________________________________
 EE2206  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EE2206  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE2206
 EE2206  HORZ ORDER  -  FIRST
 EE2206
 EE2206.The horizontal coordinates were established by classical geodetic methods
 EE2206.and adjusted by the National Geodetic Survey in September 1997..
 EE2206
 EE2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2206
 EE2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2206
 EE2206.The geoid height was determined by GEOID03.
 EE2206
 EE2206;                    North         East     Units Scale Factor Converg.
 EE2206;SPC GA W     -   453,936.968   593,711.516   MT  1.00003922   -0 38 44.2
 EE2206;SPC GA W     - 1,489,291.54  1,947,868.53   sFT  1.00003922   -0 38 44.2
 EE2206;SPC AL E     -   398,058.898   247,516.383   MT  0.99998782   +0 17 18.9
 EE2206;UTM  16      - 3,773,263.622   655,134.448   MT  0.99989668   +0 56 33.6
 EE2206
 EE2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2206!SPC GA W     -   0.99995191  x   1.00003922  =   0.99999113
 EE2206!SPC AL E     -   0.99995191  x   0.99998782  =   0.99993973
 EE2206!UTM  16      -   0.99995191  x   0.99989668  =   0.99984860
 EE2206
 EE2206|---------------------------------------------------------------------|
 EE2206| PID    Reference Object                     Distance      Geod. Az  |
 EE2206|                                                           dddmmss.s |
 EE2206| CG5652 BONNIE RM 1                          17.978 METERS 07845     |
 EE2206| EE2180 CEDARTOWN CABLE TV MAST             APPROX.10.8 KM 1333022.5 |
 EE2206| EE2173 CEDARTOWN HWY PATROL RAD MAST       APPROX.12.6 KM 1333241.0 |
 EE2206| EE2203 CEDARTOWN RAD STA WGAA MAST         APPROX. 8.6 KM 1341849.6 |
 EE2206| EE2176 CEDARTOWN MECNER CHAPEL SPIRE       APPROX.11.2 KM 1414844.2 |
 EE2206| EE2171 CEDARTOWN                           APPROX.11.3 KM 1431251.0 |
 EE2206| EE2205 CEDARTOWN NOPCO CHEM STACK          APPROX. 9.5 KM 1492543.3 |
 EE2206| EE2204 CEDARTOWN GOODYEAR CO TANK          APPROX. 9.7 KM 1493747.2 |
 EE2206| CG5653 BONNIE RM 2                          20.240 METERS 19318     |
 EE2206|---------------------------------------------------------------------|
 EE2206
 EE2206                          SUPERSEDED SURVEY CONTROL
 EE2206
 EE2206  NAD 83(1994)-  34 05 19.21081(N)    085 19 06.41596(W) AD(       ) 1
 EE2206  NAD 83(1986)-  34 05 19.21232(N)    085 19 06.41413(W) AD(       ) 1
 EE2206  NAD 27      -  34 05 18.85812(N)    085 19 06.57999(W) AD(       ) 1
 EE2206  NGVD 29 (07/19/86)  335.2    (m)         1100.     (f) VERT ANG       
 EE2206
 EE2206.Superseded values are not recommended for survey control.
 EE2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2206.See file dsdata.txt to determine how the superseded data were derived.
 EE2206
 EE2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5513473264(NAD 83)
 EE2206_MARKER: DS = TRIANGULATION STATION DISK
 EE2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2206
 EE2206  HISTORY     - Date     Condition        Report By
 EE2206  HISTORY     - 1972     MONUMENTED       NGS
 EE2206
 EE2206                          STATION DESCRIPTION
 EE2206
 EE2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2206'NO SUITABLE LOCATION FOR A DISTANT RM.
 EE2206'
 EE2206'THE STATION IS LOCATED 7 MILES NORTHWEST OF CEDARTOWN, 2 MILES
 EE2206'SOUTHEAST OF CAVE SPRING, 1 MILE NORTH OF THE FLOYD-POLK COUNTY
 EE2206'LINE, 1/4 MILE WEST OF A CROSS-COUNTRY POWERLINE, ON A LOW
 EE2206'WOODED KNOLL, ON PROPERTY OWNED BY GEORGIA KRAFT CORPORATION.
 EE2206'
 EE2206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 411 AND
 EE2206'STATE HIGHWAYS 53 AND 100 IN CAVE SPRING, GO EAST ON A PAVED STREET,
 EE2206'THEN LYONS BRIDGE ROAD FOR 1.8 MILES TO A ROAD RIGHT.  BEAR
 EE2206'RIGHT AND GO SOUTHERLY ON A DIRT ROAD (KINGS BRIDGE ROAD) FOR
 EE2206'0.6 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A TRACK
 EE2206'ROAD FOR 0.6 MILE TO A POWERLINE RIGHT-OF-WAY.  CONTINUE AHEAD
 EE2206'ON THE TRACK ROAD FOR 0.15 MILE TO A FORK.  KEEP RIGHT,
 EE2206'STRAIGHT AHEAD, AND GO 100 FEET TO A DIM FORK.  KEEP RIGHT,
 EE2206'STRAIGHT AHEAD, AND GO NORTH ALONG SIDE OF HILL ON DIM
 EE2206'ROAD FOR 0.1 MILE TO A TERRACE ON THE LEFT.  TURN LEFT AND
 EE2206'FOLLOW DIM CLEARED ROAD FOR 0.05 MILE TO ANOTHER TERRACE.
 EE2206'CONTINUE WESTERLY OVER TERRACE ON DIM ROAD FOR 100 FEET TO A
 EE2206'TERRACE ON THE RIGHT AND STATION AS DESCRIBED.
 EE2206'
 EE2206'STATION MARKS ARE STANDARD DISKS STAMPED BONNIE 1972.  THE
 EE2206'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2206'MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND.  IT IS 53 FEET
 EE2206'NORTHWEST OF THE CENTER OF THE CLEARED ROAD WHERE IT MEETS THE
 EE2206'LAST MENTIONED TERRACE, 21.5 FEET WEST OF A 10-INCH
 EE2206'TRIANGULAR-BLAZED PINE TREE, 20.5 FEET NORTH OF A 14-INCH
 EE2206'TRIANGULAR-BLAZED PINE TREE, AND 4.4 FEET EAST-NORTHEAST OF A
 EE2206'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 EE2206'AN IRREGULAR CONCRETE MASS ABOUT 40 INCHES BELOW GROUND.
 EE2206'
 EE2206'REFERENCE MARK 1, A STANDARD DISK STAMPED BONNIE NO 1 1972, IS
 EE2206'CEMENTED IN A DRILL HOLE IN A DEPRESSION IN A SMALL OUTCROPPING
 EE2206'ROCK THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 64.0 FEET
 EE2206'EAST-NORTHEAST OF THE WITNESS POST, 40 FEET EAST OF THE 10-INCH
 EE2206'PINE TREE, 20 FEET NORTHWEST OF A 8-INCH TRIANGULAR-BLAZED
 EE2206'PINE TREE, AND 11 FEET SOUTH OF A SMALL ROCK PILE THAT PROJECTS
 EE2206'2 FEET ABOVE GROUND.
 EE2206'
 EE2206'REFERENCE MARK 2, A STANDARD DISK STAMPED BONNIE NO 2 1972, IS
 EE2206'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2206'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 63.0 FEET SOUTH OF THE
 EE2206'WITNESS POST, 54.5 FEET SOUTHWEST OF THE 14-INCH PINE TREE, 16
 EE2206'FEET SOUTH OF THE CLEARED ROAD, AND 16 FEET NORTHEAST OF A
 EE2206'10-INCH PINE TREE.
 EE2206'
 EE2206'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1554 ***********************************************************************
 CL1554  DESIGNATION -  BOOK=B 16
 CL1554  PID         -  CL1554
 CL1554  STATE/COUNTY-  GA/DODGE
 CL1554  USGS QUAD   -  EASTMAN (1985)
 CL1554
 CL1554                         *CURRENT SURVEY CONTROL
 CL1554  ___________________________________________________________________
 CL1554* NAD 83(1994)-  32 13 27.05518(N)    083 13 32.41509(W)     ADJUSTED  
 CL1554* NAVD 88     -       117.657  (meters)     386.01   (feet)  POSTED    
 CL1554  ___________________________________________________________________
 CL1554  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CL1554  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CL1554  DYNAMIC HT  -         117.520 (meters)     385.56  (feet)  COMP
 CL1554  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CL1554
 CL1554  HORZ ORDER  -  FIRST
 CL1554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1554
 CL1554.The horizontal coordinates were established by classical geodetic methods
 CL1554.and adjusted by the National Geodetic Survey in September 1997..
 CL1554
 CL1554.The orthometric height was determined by differential leveling
 CL1554.and adjusted by the National Geodetic Survey in 1992..
 CL1554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1554.rate of 0.0 thru 1.0 mm/km.
 CL1554
 CL1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1554
 CL1554.The geoid height was determined by GEOID03.
 CL1554
 CL1554.The dynamic height is computed by dividing the NAVD 88
 CL1554.geopotential number by the normal gravity value computed on the
 CL1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1554.degrees latitude (g = 980.6199 gals.).
 CL1554
 CL1554.The modeled gravity was interpolated from observed gravity values.
 CL1554
 CL1554;                    North         East     Units Scale Factor Converg.
 CL1554;SPC GA E     -   247,065.565   100,183.126   MT  1.00002283   -0 33 53.1
 CL1554;SPC GA E     -   810,580.94    328,684.14   sFT  1.00002283   -0 33 53.1
 CL1554;SPC GA W     -   246,962.033   788,693.484   MT  0.99999698   +0 30 06.5
 CL1554;SPC GA W     -   810,241.27  2,587,571.87   sFT  0.99999698   +0 30 06.5
 CL1554;UTM  17      - 3,567,457.884   290,263.686   MT  1.00014251   -1 11 14.0
 CL1554
 CL1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1554!SPC GA E     -   0.99998586  x   1.00002283  =   1.00000869
 CL1554!SPC GA W     -   0.99998586  x   0.99999698  =   0.99998284
 CL1554!UTM  17      -   0.99998586  x   1.00014251  =   1.00012837
 CL1554
 CL1554|---------------------------------------------------------------------|
 CL1554| PID    Reference Object                     Distance      Geod. Az  |
 CL1554|                                                           dddmmss.s |
 CL1554| CL0676 DONA=A 16                           349.794 METERS 13227     |
 CL1554| CL3003 BOOK RM                                            23119     |
 CL1554|---------------------------------------------------------------------|
 CL1554
 CL1554                          SUPERSEDED SURVEY CONTROL
 CL1554
 CL1554  NAD 83(1986)-  32 13 27.06523(N)    083 13 32.40299(W) AD(       ) 1
 CL1554  NAD 27      -  32 13 26.44600(N)    083 13 32.85300(W) AD(       ) 1
 CL1554
 CL1554.Superseded values are not recommended for survey control.
 CL1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1554.See file dsdata.txt to determine how the superseded data were derived.
 CL1554
 CL1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR9026467458(NAD 83)
 CL1554_MARKER: N = NAIL
 CL1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1554
 CL1554  HISTORY     - Date     Condition        Report By
 CL1554  HISTORY     - 1917     MONUMENTED       CGS
 CL1554  HISTORY     - 1922     GOOD             CGS
 CL1554
 CL1554                          STATION DESCRIPTION
 CL1554
 CL1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1554'ABOUT 3 MILES ALONG SOUTHERN RAILWAY TRACKS NORTH OF EASTMAN,
 CL1554'11.39 METERS (37.4 FEET) TO LEFT OF LEFT RAIL OF TRACK (WHEN
 CL1554'GOING NORTH), ABOVE CUT AND ON TOP OF BANK BETWEEN RAILWAY
 CL1554'AND HIGHWAY, AND ABOUT IN LINE WITH TELEGRAPH POLES.  SURFACE
 CL1554'MARK IS LARGE NAIL IN CONCRETE BLOCK.
 CL1554'UNDERGROUND MARK IS LARGE NAIL IN CONCRETE.  REFERENCE
 CL1554'MARK IS LARGE NAIL IN SQUARE CONCRETE POST, ON OPPOSITE SIDE
 CL1554'OF HIGHWAY, NEAR FENCE LINE, AND 11.59 METERS (38.0 FEET)
 CL1554'FROM STATION IN GRID AZIMUTH 51 DEG 53 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1459 ***********************************************************************
 DF1459  DESIGNATION -  BOOKER
 DF1459  PID         -  DF1459
 DF1459  STATE/COUNTY-  GA/BURKE
 DF1459  USGS QUAD   -  KEYSVILLE (1950)
 DF1459
 DF1459                         *CURRENT SURVEY CONTROL
 DF1459  ___________________________________________________________________
 DF1459* NAD 83(1994)-  33 14 34.65641(N)    082 09 22.25642(W)     ADJUSTED  
 DF1459* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 DF1459  ___________________________________________________________________
 DF1459  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DF1459  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DF1459
 DF1459  HORZ ORDER  -  FIRST
 DF1459
 DF1459.The horizontal coordinates were established by classical geodetic methods
 DF1459.and adjusted by the National Geodetic Survey in September 1997..
 DF1459
 DF1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1459
 DF1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1459
 DF1459.The geoid height was determined by GEOID03.
 DF1459
 DF1459;                    North         East     Units Scale Factor Converg.
 DF1459;SPC GA E     -   359,544.621   200,977.002   MT  0.99990001   +0 00 20.7
 DF1459;SPC GA E     - 1,179,605.98    659,372.05   sFT  0.99990001   +0 00 20.7
 DF1459;UTM  17      - 3,678,817.855   392,288.315   MT  0.99974304   -0 38 01.9
 DF1459
 DF1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1459!SPC GA E     -   0.99998574  x   0.99990001  =   0.99988575
 DF1459!UTM  17      -   0.99998574  x   0.99974304  =   0.99972878
 DF1459
 DF1459:                Primary Azimuth Mark                     Grid Az
 DF1459:SPC GA E     -  OAK RIDGE MUN TANK                       016 27 40.3
 DF1459:UTM  17      -  OAK RIDGE MUN TANK                       017 06 02.9
 DF1459
 DF1459|---------------------------------------------------------------------|
 DF1459| PID    Reference Object                     Distance      Geod. Az  |
 DF1459|                                                           dddmmss.s |
 DF1459| DF1376 OAK RIDGE MUN TANK                  APPROX. 5.5 KM 0162801.0 |
 DF1459| DF1372 HEPHZIBAH MUN TANK                  APPROX. 9.2 KM 0352147.1 |
 DF1459| DF1351 PINE HILL TANK                      APPROX.16.1 KM 0545549.1 |
 DF1459| DF1460 BOOKER AZ MK                        APPROX. 0.6 KM 2232440.8 |
 DF1459| DF2829 BOOKER RM 1                          23.282 METERS 22528     |
 DF1459| DF2830 BOOKER RM 2                          31.236 METERS 30503     |
 DF1459| DF1384 BLYTHE MUN TANK                     APPROX. 7.6 KM 3242035.3 |
 DF1459|---------------------------------------------------------------------|
 DF1459
 DF1459                          SUPERSEDED SURVEY CONTROL
 DF1459
 DF1459  NAD 83(1986)-  33 14 34.66080(N)    082 09 22.25249(W) AD(       ) 1
 DF1459  NAD 27      -  33 14 34.14115(N)    082 09 22.82111(W) AD(       ) 1
 DF1459  NGVD 29 (07/19/86)  120.7    (m)          396.     (f) VERT ANG       
 DF1459
 DF1459.Superseded values are not recommended for survey control.
 DF1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1459.See file dsdata.txt to determine how the superseded data were derived.
 DF1459
 DF1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9228878818(NAD 83)
 DF1459_MARKER: DS = TRIANGULATION STATION DISK
 DF1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1459
 DF1459  HISTORY     - Date     Condition        Report By
 DF1459  HISTORY     - 1980     MONUMENTED       GADT
 DF1459
 DF1459                          STATION DESCRIPTION
 DF1459
 DF1459'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1459'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI) SOUTHWEST OF
 DF1459'HEPHZIBAH, 7 KM (4-1/2 MI) SOUTHEAST OF BLYTHE, AND 14.8 KM
 DF1459'(9 MI) EAST-NORTHEAST OF MATTHEWS.
 DF1459'OWNERSHIP--MR. THOMAS E. GREEN, SPRING HILL CHURCH ROAD,
 DF1459'HEPHZIBAH, GEORGIA.
 DF1459'
 DF1459'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1459'WEST ALONG STATE ROUTE 88 FOR 1.7 KM (1.05 MI) TO THE JUNCTION
 DF1459'OF PAVED COUNTY ROAD 91771 (KEYSVILLE ROAD) FORKING TO THE LEFT
 DF1459'AND PAVED COUNTY ROAD 60 TO THE RIGHT.  TURN LEFT GOING WEST-
 DF1459'SOUTHWEST ALONG COUNTY ROAD 91771 FOR 0.6 KM (0.4 MI) TO THE
 DF1459'JUNCTION OF PAVED FARMER BRIDGE ROAD FORKING TO THE LEFT.  TURN
 DF1459'LEFT GOING SOUTH-SOUTHWEST ALONG FARMER BRIDGE ROAD FOR 2.4 KM
 DF1459'(1.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 58 CROSSING.
 DF1459'CONTINUE GOING SOUTH-SOUTHWEST ALONG FARMER BRIDGE ROAD FOR 3.15
 DF1459'KM (1.95 MI) TO THE JUNCTION OF DIRT BURKE COUNTY ROAD 17
 DF1459'(CORLEY WALDEN ROAD) TO THE LEFT.  CONTINUE GOING SOUTH-SOUTHWEST
 DF1459'ALONG FARMER BRIDGE ROAD FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF A
 DF1459'DIRT FIELD ENTRANCE ROAD TO THE LEFT AND THE STATION ON THE LEFT.
 DF1459'
 DF1459'THE STATION IS A STANDARD NGS DISK
 DF1459'STAMPED---BOOKER 1980---,
 DF1459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 45.7 CM IN DIAMETER
 DF1459'RECESSED 46. CM BELOW THE GROUND.  IT IS LOCATED
 DF1459'16.76 METERS (55.00 FT) SOUTHEAST FROM THE CENTERLINE OF
 DF1459'COUNTY PAVED ROAD 15 (FARMER BRIDGE ROAD),
 DF1459'4.26 METERS (14.00 FT) SOUTHEAST FROM A FENCELINE,
 DF1459'38.40 METERS (126.0 FT) NORTHEAST FROM THE CORNER OF THE FENCE,
 DF1459'28.34 METERS (93.00 FT) NORTHEAST FROM THE NORTHERNMOST POST
 DF1459'OF A GATE, AND
 DF1459'4.41 METERS (14.50 FT) SOUTHEAST FROM A WITNESS POST.
 DF1459'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DF1459'STAMPED---BOOKER 1980---,
 DF1459'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DF1459'
 DF1459'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1459'STAMPED---BOOKER NO 1 1980---,
 DF1459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1459'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1459'11.58 METERS (38.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DF1459'ROAD 15,
 DF1459'5.64 METERS (18.50 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST POST
 DF1459'OF THE GATE,
 DF1459'0.46 METER (1.500 FT) WEST-NORTHWEST FROM THE FENCELINE, AND
 DF1459'23.77 METERS (78.00 FT) SOUTHWEST FROM A WITNESS POST.
 DF1459'MARK IS LEVEL WITH STATION.
 DF1459'
 DF1459'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 DF1459'STAMPED---BOOKER NO 2 1980---,
 DF1459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1459'FLUSH WITH GROUND.  IT IS LOCATED
 DF1459'14.63 METERS (48.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1459'COUNTY ROAD 15,
 DF1459'35.20 METERS (115.5 FT) SOUTHWEST FROM A POWER POLE,
 DF1459'2.74 METERS (9.000 FT) SOUTHEAST FROM A 14 INCH PINE TREE, AND
 DF1459'26.36 METERS (86.50 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1459'MARK IS LEVEL WITH STATION.
 DF1459'
 DF1459'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1459'STAMPED---BOOKER 1980---,
 DF1459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1459'FLUSH WITH GROUND.  IT IS LOCATED
 DF1459'12.95 METERS (42.50 FT) NORTHWEST FROM THE CENTERLINE OF
 DF1459'COUNTY PAVED ROAD 15 (FARMER BRIDGE ROAD),
 DF1459'0.67 METER (2.200 FT) SOUTH-SOUTHEAST FROM THE CORNER OF A FENCE,
 DF1459'7.62 METERS (25.00 FT) EAST-SOUTHEAST FROM AN 18 INCH PINE TREE,
 DF1459'AND
 DF1459'0.39 METER (1.300 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1459'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ALONG
 DF1459'PAVED COUNTY ROAD 15 (FARMER BRIDGE ROAD) FOR 0.65 KM (0.4 MI)
 DF1459'TO THE MARK ON THE LEFT.
 DF1459'
 DF1459'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1459'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAPS RICHMOND
 DF1459'COUNTY GA. 1973.  REVISED DECEMBER 1973. AND BURKE COUNTY GA.
 DF1459'1975.  REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1460 ***********************************************************************
 DF1460  DESIGNATION -  BOOKER AZ MK
 DF1460  PID         -  DF1460
 DF1460  STATE/COUNTY-  GA/BURKE
 DF1460  USGS QUAD   -  KEYSVILLE (1950)
 DF1460
 DF1460                         *CURRENT SURVEY CONTROL
 DF1460  ___________________________________________________________________
 DF1460* NAD 83(1994)-  33 14 20.25505(N)    082 09 38.46877(W)     ADJUSTED  
 DF1460* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 DF1460  ___________________________________________________________________
 DF1460  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DF1460  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DF1460
 DF1460  HORZ ORDER  -  SECOND
 DF1460
 DF1460.The horizontal coordinates were established by classical geodetic methods
 DF1460.and adjusted by the National Geodetic Survey in September 1997..
 DF1460
 DF1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1460
 DF1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1460
 DF1460.The geoid height was determined by GEOID03.
 DF1460
 DF1460;                    North         East     Units Scale Factor Converg.
 DF1460;SPC GA E     -   359,100.956   200,557.367   MT  0.99990000   +0 00 11.8
 DF1460;SPC GA E     - 1,178,150.39    657,995.29   sFT  0.99990000   +0 00 11.8
 DF1460;UTM  17      - 3,678,378.970   391,863.820   MT  0.99974417   -0 38 10.6
 DF1460
 DF1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1460!SPC GA E     -   0.99998704  x   0.99990000  =   0.99988704
 DF1460!UTM  17      -   0.99998704  x   0.99974417  =   0.99973121
 DF1460
 DF1460                          SUPERSEDED SURVEY CONTROL
 DF1460
 DF1460  NAD 83(1986)-  33 14 20.25945(N)    082 09 38.46484(W) AD(       ) 2
 DF1460  NAD 27      -  33 14 19.73937(N)    082 09 39.03298(W) AD(       ) 2
 DF1460  NGVD 29 (07/19/86)  112.4    (m)          369.     (f) VERT ANG       
 DF1460
 DF1460.Superseded values are not recommended for survey control.
 DF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1460.See file dsdata.txt to determine how the superseded data were derived.
 DF1460
 DF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9186478379(NAD 83)
 DF1460_MARKER: DZ = AZIMUTH MARK DISK
 DF1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1460+STABILITY: SURFACE MOTION
 DF1460
 DF1460  HISTORY     - Date     Condition        Report By
 DF1460  HISTORY     - 1980     MONUMENTED       GADT
 DF1460
 DF1460                          STATION DESCRIPTION
 DF1460
 DF1460'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1460'THE STATION IS LOCATED ABOUT 10.4 KM (6-1/2 MI) SOUTHWEST OF
 DF1460'HEPHZIBAH, 7.1 KM (4-1/2 MI) SOUTHEAST OF BLYTHE, AND 14.2 KM
 DF1460'(8-3/4 MI) NORTHEAST OF MATTHEWS.
 DF1460'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1460'
 DF1460'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1460'WEST ALONG STATE ROUTE 88 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF
 DF1460'PAVED COUNTY ROAD 91771 (KEYSVILLE ROAD) FORKING TO THE LEFT AND
 DF1460'PAVED COUNTY ROAD 60 TO THE RIGHT.  TURN LEFT GOING WEST-SOUTHWEST
 DF1460'ALONG COUNTY ROAD 91771 FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF
 DF1460'PAVED COUNTY ROAD 15 (FARMER BRIDGE ROAD) FORKING TO THE LEFT.
 DF1460'TURN LEFT GOING SOUTH-SOUTHWEST ALONG COUNTY ROAD 15 FOR
 DF1460'2.4 KM (1.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 58 CROSSING.
 DF1460'CONTINUE GOING SOUTH-SOUTHWEST ALONG COUNTY ROAD 15 FOR
 DF1460'3.15 KM (1.95 MI) TO THE JUNCTION OF DIRT BURKE COUNTY ROAD 17
 DF1460'(CORLEY WALDEN ROAD) TO THE LEFT.  CONTINUE GOING SOUTH-SOUTHWEST
 DF1460'ALONG COUNTY ROAD 15 FOR 2.75 KM (1.7 MI) TO THE STATION ON THE
 DF1460'LEFT.
 DF1460'
 DF1460'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 DF1460'STAMPED---BOOKER 1980---,
 DF1460'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1460'FLUSH WITH GROUND.  IT IS LOCATED
 DF1460'12.95 METERS (42.50 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY
 DF1460'ROAD 15 (FARMER BRIDGE ROAD),
 DF1460'0.67 METER (2.200 FT) SOUTH-SOUTHEAST FROM A FENCE CORNER,
 DF1460'7.62 METERS (25.00 FT) EAST-SOUTHEAST FROM AN 18 INCH PINE
 DF1460'TREE, AND
 DF1460'0.39 METER (1.300 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1460'
 DF1460'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAPS RICHMOND
 DF1460'COUNTY GA. 1973.  REVISED DECEMBER 1973. AND BURKE COUNTY GA.
 DF1460'1975.  REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1985 ***********************************************************************
 EE1985  DESIGNATION -  BOOKVALE
 EE1985  PID         -  EE1985
 EE1985  STATE/COUNTY-  GA/CATOOSA
 EE1985  USGS QUAD   -  EAST RIDGE (1982)
 EE1985
 EE1985                         *CURRENT SURVEY CONTROL
 EE1985  ___________________________________________________________________
 EE1985* NAD 83(1994)-  34 58 09.51782(N)    085 14 06.84313(W)     ADJUSTED  
 EE1985* NAVD 88     -       214.0    (meters)     702.     (feet)  VERTCON   
 EE1985  ___________________________________________________________________
 EE1985  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 EE1985  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 EE1985
 EE1985  HORZ ORDER  -  FIRST
 EE1985
 EE1985.The horizontal coordinates were established by classical geodetic methods
 EE1985.and adjusted by the National Geodetic Survey in September 1997..
 EE1985
 EE1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1985
 EE1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1985
 EE1985.The geoid height was determined by GEOID03.
 EE1985
 EE1985;                    North         East     Units Scale Factor Converg.
 EE1985;SPC GA W     -   551,541.228   602,423.820   MT  1.00001731   -0 36 44.9
 EE1985;SPC GA W     - 1,809,514.85  1,976,452.15   sFT  1.00001731   -0 36 44.9
 EE1985;SPC TN       -    70,836.122   669,843.702   MT  1.00006138   +0 26 51.8
 EE1985;SPC TN       -   232,401.51  2,197,645.55   sFT  1.00006138   +0 26 51.8
 EE1985;UTM  16      - 3,871,062.015   661,106.715   MT  0.99991990   +1 00 42.0
 EE1985
 EE1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1985!SPC GA W     -   0.99997108  x   1.00001731  =   0.99998839
 EE1985!SPC TN       -   0.99997108  x   1.00006138  =   1.00003246
 EE1985!UTM  16      -   0.99997108  x   0.99991990  =   0.99989098
 EE1985
 EE1985:                Primary Azimuth Mark                     Grid Az
 EE1985:SPC GA W     -  VORTAC CHATTANOOGA CHA                   097 23 26.0
 EE1985:SPC TN       -  VORTAC CHATTANOOGA CHA                   096 19 49.3
 EE1985:UTM  16      -  VORTAC CHATTANOOGA CHA                   095 45 59.1
 EE1985
 EE1985|---------------------------------------------------------------------|
 EE1985| PID    Reference Object                     Distance      Geod. Az  |
 EE1985|                                                           dddmmss.s |
 EE1985| EE1986 VORTAC CHATTANOOGA CHA              APPROX. 7.5 KM 0964641.1 |
 EE1985| EE1991 FT OGLETHORPE DAILY HILL SPIPE      APPROX. 4.6 KM 1270312.5 |
 EE1985| CG5655 BOOKVALE RM 1                        24.513 METERS 14432     |
 EE1985| CG5654 BOOKVALE AZ MK                                     1454814.5 |
 EE1985| CG5656 BOOKVALE RM 2                        21.585 METERS 23146     |
 EE1985| EE2068 ROSSVILLE MISSIONARY RDG SPIPE      APPROX. 5.3 KM 2583502.2 |
 EE1985|---------------------------------------------------------------------|
 EE1985
 EE1985                          SUPERSEDED SURVEY CONTROL
 EE1985
 EE1985  NAD 83(1994)-  34 58 09.51872(N)    085 14 06.84676(W) AD(       ) 1
 EE1985  NAD 83(1986)-  34 58 09.51938(N)    085 14 06.84493(W) AD(       ) 1
 EE1985  NAD 27      -  34 58 09.24787(N)    085 14 07.00491(W) AD(       ) 1
 EE1985  NGVD 29 (07/19/86)  214.0    (m)          702.     (f) VERT ANG       
 EE1985
 EE1985.Superseded values are not recommended for survey control.
 EE1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1985.See file dsdata.txt to determine how the superseded data were derived.
 EE1985
 EE1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6110771062(NAD 83)
 EE1985_MARKER: DS = TRIANGULATION STATION DISK
 EE1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1985
 EE1985  HISTORY     - Date     Condition        Report By
 EE1985  HISTORY     - 1972     MONUMENTED       NGS
 EE1985
 EE1985                          STATION DESCRIPTION
 EE1985
 EE1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1985'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF ROSSVILLE,
 EE1985'1 MILE SOUTH OF THE TENNESSEE STATE LINE, 1-1/2 MILES NORTHEAST
 EE1985'OF FORT OGLETHORPE, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 218.
 EE1985'
 EE1985'TO REACH THE STATION FROM THE FORT OGLETHORPE POST OFFICE, GO
 EE1985'NORTH ON U.S. HIGHWAY 27 FOR 1.3 MILES TO AN INTERSECTION.  TURN
 EE1985'RIGHT AND GO EAST ON STATE HIGHWAY 146 FOR 2.1 MILES TO A SIDE
 EE1985'ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 218 FOR
 EE1985'0.7 MILE TO THE AZIMUTH MARK ON THE LEFT, ON THE OUTSIDE OF A
 EE1985'CURVE.  CONTINUE NORTHWEST ON HIGHWAY 218 FOR 0.2 MILE TO THE
 EE1985'ENTRANCE TO AN AUTOMOBILE JUNK YARD ON THE RIGHT.  CONTINUE
 EE1985'NORTHWEST ON HIGHWAY 218 FOR 0.1 MILE TO THE STATION ON THE
 EE1985'RIGHT, AT A GROVE OF PINE TREES.
 EE1985'
 EE1985'THE STATION MARKS ARE STANDARD DISKS STAMPED BOOKVALE 1972.  THE
 EE1985'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1985'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 160.5 FEET NORTH
 EE1985'OF POWER LINE POLE 20 (WITH TRANSFORMER), 138 FEET EAST OF POWER
 EE1985'LINE POLE 19 (WITH TRANSFORMER), 36.5 FEET NORTHEAST OF THE
 EE1985'CENTER OF THE HIGHWAY.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 EE1985'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND.
 EE1985'
 EE1985'REFERENCE MARK 1, A STANDARD DISK STAMPED BOOKVALE NO 1 1972, IS
 EE1985'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 EE1985'FLUSH WITH THE GROUND.  IT IS 98 FEET NORTH-NORTHEAST OF POWER
 EE1985'LINE POLE 20, AND 35 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.
 EE1985'
 EE1985'REFERENCE MARK 2, A STANDARD DISK STAMPED BOOKVALE NO 2 1972, IS
 EE1985'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1985'WHICH IS FLUSH WITH THE GROUND.  IT IS 49 FEET SOUTH-SOUTHEAST OF
 EE1985'THE CENTER OF A DRIVEWAY, AND 35 FEET SOUTHWEST OF THE CENTER OF
 EE1985'THE HIGHWAY.
 EE1985'
 EE1985'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOOKVALE 1972, IS SET
 EE1985'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EE1985'3 INCHES ABOVE GROUND.  IT IS 106 FEET SOUTH OF TELEPHONE POLE 26,
 EE1985'33 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, AND 2.2 FEET
 EE1985'NORTH-NORTHWEST OF A METAL WITNESS POST.
 EE1985'
 EE1985'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2621 ***********************************************************************
 DF2621  DESIGNATION -  BOSTWICK MUN TANK
 DF2621  PID         -  DF2621
 DF2621  STATE/COUNTY-  GA/MORGAN
 DF2621  USGS QUAD   -  RUTLEDGE NORTH (1971)
 DF2621
 DF2621                         *CURRENT SURVEY CONTROL
 DF2621  ___________________________________________________________________
 DF2621* NAD 83(1994)-  33 44 13.13101(N)    083 30 54.82941(W)     ADJUSTED  
 DF2621* NAVD 88     -                                                        
 DF2621  ___________________________________________________________________
 DF2621  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DF2621  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DF2621
 DF2621  HORZ ORDER  -  THIRD
 DF2621
 DF2621.The horizontal coordinates were established by classical geodetic methods
 DF2621.and adjusted by the National Geodetic Survey in September 1997..
 DF2621
 DF2621
 DF2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2621
 DF2621.The geoid height was determined by GEOID03.
 DF2621
 DF2621;                    North         East     Units Scale Factor Converg.
 DF2621;SPC GA W     -   414,523.102   760,362.120   MT  0.99994490   +0 21 42.5
 DF2621;SPC GA W     - 1,359,981.21  2,494,621.39   sFT  0.99994490   +0 21 42.5
 DF2621;UTM  17      - 3,735,835.233   266,981.584   MT  1.00026943   -1 23 51.1
 DF2621
 DF2621                          SUPERSEDED SURVEY CONTROL
 DF2621
 DF2621  NAD 83(1986)-  33 44 13.13749(N)    083 30 54.82850(W) AD(       ) 4
 DF2621  NAD 27      -  33 44 12.70433(N)    083 30 55.22598(W) AD(       ) 3
 DF2621
 DF2621.Superseded values are not recommended for survey control.
 DF2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2621.See file dsdata.txt to determine how the superseded data were derived.
 DF2621
 DF2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6698235835(NAD 83)
 DF2621_MARKER: 53 = ELEVATED TANK
 DF2621
 DF2621  HISTORY     - Date     Condition        Report By
 DF2621  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2621
 DF2621                          STATION DESCRIPTION
 DF2621
 DF2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2621'THE STATION IS THE APEX OF VENT ATOP THE BOSTWICK MUNICIPAL WATER
 DF2621'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 DF2621'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT IS
 DF2621'GREEN IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 DF2621'
 DF2621'LOCATED IN THE CENTER OF THE SMALL COMMUNITY OF BOSTWICK, 0.1 MILE
 DF2621'WEST OF THE POST OFFICE, 150 FEET NORTHWEST OF THE CENTERLINE OF
 DF2621'PAVED ROAD AND 55 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2093 ***********************************************************************
 DF2093  DESIGNATION -  BOSWELL
 DF2093  PID         -  DF2093
 DF2093  STATE/COUNTY-  GA/GREENE
 DF2093  USGS QUAD   -  PENFIELD (1981)
 DF2093
 DF2093                         *CURRENT SURVEY CONTROL
 DF2093  ___________________________________________________________________
 DF2093* NAD 83(1994)-  33 39 45.63074(N)    083 12 05.91238(W)     ADJUSTED  
 DF2093* NAVD 88     -       205.06   (+/-2cm)     672.8    (feet)  VERTCON   
 DF2093  ___________________________________________________________________
 DF2093  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DF2093  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DF2093
 DF2093  HORZ ORDER  -  FIRST
 DF2093  VERT ORDER  -  THIRD ? (See Below)
 DF2093
 DF2093.The horizontal coordinates were established by classical geodetic methods
 DF2093.and adjusted by the National Geodetic Survey in September 1997..
 DF2093
 DF2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2093.The vertical order pertains to the NGVD 29 superseded value.
 DF2093
 DF2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2093
 DF2093.The geoid height was determined by GEOID03.
 DF2093
 DF2093;                    North         East     Units Scale Factor Converg.
 DF2093;SPC GA E     -   406,572.154   104,015.275   MT  1.00001354   -0 34 25.4
 DF2093;SPC GA E     - 1,333,895.48    341,256.78   sFT  1.00001354   -0 34 25.4
 DF2093;SPC GA W     -   406,509.384   789,497.119   MT  0.99999871   +0 32 05.8
 DF2093;SPC GA W     - 1,333,689.54  2,590,208.46   sFT  0.99999871   +0 32 05.8
 DF2093;UTM  17      - 3,726,929.754   295,863.443   MT  1.00011376   -1 13 14.9
 DF2093
 DF2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2093!SPC GA E     -   0.99997226  x   1.00001354  =   0.99998580
 DF2093!SPC GA W     -   0.99997226  x   0.99999871  =   0.99997097
 DF2093!UTM  17      -   0.99997226  x   1.00011376  =   1.00008602
 DF2093
 DF2093|---------------------------------------------------------------------|
 DF2093| PID    Reference Object                     Distance      Geod. Az  |
 DF2093|                                                           dddmmss.s |
 DF2093| DF3230 BOSWELL RM 1                                       03419     |
 DF2093| DF3232 BOSWELL RM 3                         21.595 METERS 05703     |
 DF2093| DF2075 GREENSBORO NE MUN TANK              APPROX. 9.4 KM 1503344.9 |
 DF2093| DF2078 POWER                               APPROX.12.8 KM 1655527.9 |
 DF2093| DF2079 GREENSBORO MUN TANK                 APPROX. 9.9 KM 1684556.7 |
 DF2093| DF2083 GREENSBORO SW MUN TANK              APPROX.10.3 KM 1745259.0 |
 DF2093| DF2105 OAKLAND LOT                         APPROX. 5.9 KM 2374712.9 |
 DF2093| DF3229 BOSWELL AZ MK                                      2413901.3 |
 DF2093| DF3231 BOSWELL RM 2 RESET                                 24915     |
 DF2093| DF3233 BOSWELL RM 4                         18.741 METERS 32950     |
 DF2093|---------------------------------------------------------------------|
 DF2093
 DF2093                          SUPERSEDED SURVEY CONTROL
 DF2093
 DF2093  NAD 83(1986)-  33 39 45.63683(N)    083 12 05.91112(W) AD(       ) 1
 DF2093  NAD 27      -  33 39 45.18900(N)    083 12 06.35400(W) AD(       ) 1
 DF2093  NGVD 29 (07/19/86)  205.15   (m)          673.1    (f) LEVELING    3  
 DF2093
 DF2093.Superseded values are not recommended for survey control.
 DF2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2093.See file dsdata.txt to determine how the superseded data were derived.
 DF2093
 DF2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9586326930(NAD 83)
 DF2093_MARKER: DS = TRIANGULATION STATION DISK
 DF2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2093
 DF2093  HISTORY     - Date     Condition        Report By
 DF2093  HISTORY     - 1935     MONUMENTED       CGS
 DF2093  HISTORY     - 1941     GOOD             CGS
 DF2093  HISTORY     - 1954     GOOD             CGS
 DF2093  HISTORY     - 1960     GOOD             AEROS
 DF2093  HISTORY     - 1976     GOOD             NGS
 DF2093
 DF2093                          STATION DESCRIPTION
 DF2093
 DF2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF2093'ABOUT 6 MILES NORTHWEST OF GREENSBORO, ABOUT 1.5 MILES SOUTHWEST OF
 DF2093'PENFIELD, ON PROPERTY BELONGING TO J.A. BOSWELL, 57 FEET WEST OF
 DF2093'FENCE CORNER, 38 FEET SOUTH-SOUTHEAST OF CENTER LINE OF MAIN ROAD
 DF2093'AND 26 FEET NORTHWEST OF SIDE ROAD.  TO REACH FROM CENTER OF
 DF2093'GREENSBORO, GO ONE BLOCK EAST ON STATE HIGHWAY 12 TO THREE WAY
 DF2093'SERVICE STATION.  TURN LEFT ON STATE HIGHWAY 12 FOR 1.45 MILES TO Y
 DF2093'AT AMOCO SERVICE STATION.  BEAR LEFT 6.0 MILES TO T-INTERSECTION (AT
 DF2093'LARGE 2-STORY HOUSE) IN PENFIELD.  TURN LEFT 0.4 MILE TO
 DF2093'T-INTERSECTION.  TURN LEFT 1.0 MILE TO DIM FORK ON LEFT AND
 DF2093'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 DF2093'CONCRETE.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 DF2093'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 DF2093'REFERENCE MARK NO. 1 PROJECTS ABOUT 1 INCH, IS 11 YARDS
 DF2093'NORTH-NORTHWEST OF CENTER LINE OF MAIN ROAD AND 128.52 FEET (SLOPE)
 DF2093'NORTHEAST OF STATION N 34 DEG 19 MIN E.  NO. 2 PROJECTS
 DF2093'ABOUT 2 INCHES, IS 7 YARDS SOUTH-SOUTHEAST OF CENTER LINE OF MAIN
 DF2093'ROAD AND 128.59 FEET (SLOPE) WEST-SOUTHWEST OF STATION S 69
 DF2093'DEG 14 MIN W.  AZIMUTH MARK PROJECTS ABOUT 2 INCHES, IS 40 FEET EAST
 DF2093'OF PAT WILSONS MAIL BOX, 20 FEET SOUTH OF CENTER OF MAIN ROAD, AND
 DF2093'ABOUT 0.5 MILE WSW OF STATION S 61 DEG 39 MIN W.
 DF2093
 DF2093                          STATION RECOVERY (1941)
 DF2093
 DF2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (SCS)
 DF2093'THE REFERENCE MARKER WAS LOWERED 30 INCHES IN SAME LOCATION BY USING
 DF2093'THE METHOD CITED UNDER SECTION 2 PAGE 4 OF PAMPHLET ENTITLED PURPOSE
 DF2093'AND VALUE OF TRIANGULATION STATIONS WITH INSTRUCTIONS FOR MOVING
 DF2093'THEM.  THE TOP OF THE MARKER EXTENDS 2 INCHES ABOVE THE SURFACE.  THE
 DF2093'ENTIRE AREA WAS SLOPED SO THIS COULD BE DONE.
 DF2093
 DF2093                          STATION RECOVERY (1954)
 DF2093
 DF2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF2093'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DF2093'CONDITION.  REFERENCE MARK 2 WAS FOUND LOWERED IN ITS ORIGINAL
 DF2093'POSITION AS REPORTED IN 1941.  THE AZIMUTH MARK WAS NOT FOUND AT
 DF2093'THIS DATE.  BELOW IS A CORRECTION TO REFERENCE MARK 1.
 DF2093'
 DF2093'REFERENCE MARK 1 IS LOCATED IN A TRIANGLE FORMED BY ROADS, 33 FT.
 DF2093'N-NW OF THE CENTERLINE OF THE MAIN DIRT ROAD, 10 FT. E OF THE
 DF2093'CENTERLINE OF A W FORK, AND 10 FT. W OF THE CENTERLINE OF THE E
 DF2093'FORK.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED BOSWELL NO 1
 DF2093'1935 AND IS FLUSH WITH THE GROUND.
 DF2093'
 DF2093'THE DESCRIPTION FOR THE STATION IS ADEQUATE.
 DF2093
 DF2093                          STATION RECOVERY (1960)
 DF2093
 DF2093'RECOVERY NOTE BY AERO SERVICE CORPORATION 1960 (AD)
 DF2093'STATION RECOVERED IN GOOD CONDITION.
 DF2093'
 DF2093'REFERENCE MARKS NOT SEARCHED FOR.
 DF2093
 DF2093                          STATION RECOVERY (1976)
 DF2093
 DF2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (EDW)
 DF2093'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 DF2093'REFERENCE MARK 1, WAS BROKEN OFF AND DESTROYED, REFERENCE MARK
 DF2093'2 WAS FOUND UPROOTED AND LAYING IN A DITCH LINE AND DESTROYED.
 DF2093'THE AZIMUTH MARK WAS ALSO FOUND DESTROYED AND NO SUITABLE
 DF2093'LOCATION WAS FOUND TO SET A NEW AZIMUTH MARK.  REFERENCE
 DF2093'MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DF2093'
 DF2093'THE STATION IS LOCATED 1-1/2 MILES SOUTHWEST OF PENFIELD, 6
 DF2093'MILES NORTHWEST OF GREENSBORO, 18-1/4 MILES SOUTH-SOUTHEAST
 DF2093'0F WATKINSVILLE AND ON PROPERTY OWNED BY THE NATIONAL FOREST
 DF2093'SERVICE.
 DF2093'
 DF2093'TO REACH THE STATION FROM THE POST OFFICE IN PENFIELD GO SOUTH
 DF2093'ON A PAVED ROAD FOR 0.1 MILE TO A T-JUNCTION.  TURN RIGHT AND
 DF2093'GO WESTERLY ON A PAVED ROAD FOR 0.45 MILE TO A CROSSROAD.
 DF2093'TURN RIGHT AND GO WEST-NORTHWEST FOR 0.4 MILE TO A FORK.  TAKE
 DF2093'THE LEFT FORK AND GO WESTERLY FOR 0.1 MILE TO END OF PAVEMENT,
 DF2093'CONTINUE WESTERLY ON GRAVELED ROAD FOR 0.85 MILE TO THE
 DF2093'STATION ON THE LEFT AS DESCRIBED.
 DF2093'
 DF2093'THE STATION MARKS ARE STANDARD DISKS
 DF2093'STAMPED---BOSWELL 1935---.  THE
 DF2093'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF2093'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 DF2093'SURFACE.  IT IS 50 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 DF2093'TRACK ROAD, 39 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD
 DF2093'AND 1 FOOT WEST OF A WITNESS POST.
 DF2093'
 DF2093'REFERENCE MARK 3, A STANDARD DISK STAMPED---BOSWELL 1935 NO 3
 DF2093'1976---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2093'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 DF2093'IS 28 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 17 FEET
 DF2093'EAST OF THE CENTER OF THE TRACK ROAD AND 1.4 FEET WEST OF A
 DF2093'WITNESS POST.
 DF2093'
 DF2093'REFERENCE MARK 4, A STANDARD DISK STAMPED---BOSWELL 1935 NO 4
 DF2093'1976---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2093'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 DF2093'IS 22 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 18 FEET
 DF2093'SOUTHWEST OF A 10-INCH PINE TREE AND 2 FEET EAST-SOUTHEAST
 DF2093'OF A WITNESS POST.
 DF2093'
 DF2093'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2008 ***********************************************************************
 CM2008  DESIGNATION -  BOTTON
 CM2008  PID         -  CM2008
 CM2008  STATE/COUNTY-  GA/TALBOT
 CM2008  USGS QUAD   -  TALBOTTON (1985)
 CM2008
 CM2008                         *CURRENT SURVEY CONTROL
 CM2008  ___________________________________________________________________
 CM2008* NAD 83(1994)-  32 38 56.40972(N)    084 32 21.35064(W)     ADJUSTED  
 CM2008* NAVD 88     -       254.1    (meters)     834.     (feet)  VERTCON   
 CM2008  ___________________________________________________________________
 CM2008  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CM2008  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CM2008
 CM2008  HORZ ORDER  -  FIRST
 CM2008
 CM2008.The horizontal coordinates were established by classical geodetic methods
 CM2008.and adjusted by the National Geodetic Survey in September 1997..
 CM2008
 CM2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2008
 CM2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2008
 CM2008.The geoid height was determined by GEOID03.
 CM2008
 CM2008;                    North         East     Units Scale Factor Converg.
 CM2008;SPC GA W     -   293,740.520   665,045.749   MT  0.99991506   -0 12 03.7
 CM2008;SPC GA W     -   963,713.69  2,181,904.26   sFT  0.99991506   -0 12 03.7
 CM2008;UTM  16      - 3,615,051.355   730,807.441   MT  1.00025694   +1 19 41.3
 CM2008
 CM2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2008!SPC GA W     -   0.99996434  x   0.99991506  =   0.99987940
 CM2008!UTM  16      -   0.99996434  x   1.00025694  =   1.00022127
 CM2008
 CM2008:                Primary Azimuth Mark                     Grid Az
 CM2008:SPC GA W     -  BOTTON RM 3                              176 24 21.1
 CM2008:UTM  16      -  BOTTON RM 3                              174 52 36.1
 CM2008
 CM2008|---------------------------------------------------------------------|
 CM2008| PID    Reference Object                     Distance      Geod. Az  |
 CM2008|                                                           dddmmss.s |
 CM2008| CY8099 BOTTON RM 3                                        1761217.4 |
 CM2008| CY8097 BOTTON RM 1                          18.828 METERS 17657     |
 CM2008| CM2009 TALBOT LOT 1973                      23.472 METERS 24430     |
 CM2008| CY8098 BOTTON RM 2                          20.493 METERS 24736     |
 CM2008| CM2007 TALBOTTON COUNTY CTHSE CUPOLA       APPROX. 3.1 KM 3575240.6 |
 CM2008| CM2003 TALBOTTON MUN TANK                  APPROX. 3.2 KM 3594803.0 |
 CM2008|---------------------------------------------------------------------|
 CM2008
 CM2008                          SUPERSEDED SURVEY CONTROL
 CM2008
 CM2008  NAD 83(1994)-  32 38 56.41454(N)    084 32 21.34982(W) AD(       ) 1
 CM2008  NAD 83(1986)-  32 38 56.41476(N)    084 32 21.34981(W) AD(       ) 1
 CM2008  NAD 27      -  32 38 55.91744(N)    084 32 21.63303(W) AD(       ) 1
 CM2008  NGVD 29 (07/19/86)  254.2    (m)          834.     (f) VERT ANG       
 CM2008
 CM2008.Superseded values are not recommended for survey control.
 CM2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2008.See file dsdata.txt to determine how the superseded data were derived.
 CM2008
 CM2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3080715051(NAD 83)
 CM2008_MARKER: DS = TRIANGULATION STATION DISK
 CM2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2008+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 CM2008
 CM2008  HISTORY     - Date     Condition        Report By
 CM2008  HISTORY     - 1974     MONUMENTED       NGS
 CM2008  HISTORY     - 20040329 GOOD             NGS
 CM2008
 CM2008                          STATION DESCRIPTION
 CM2008
 CM2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM2008'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF GENEVA, 2 MILES
 CM2008'SOUTH OF TALBOTTON, AT THE SITE OF THE TALBOTTON TALBOT LOOKOUT
 CM2008'TOWER AND ON PROPERTY OWNED BY THE GEORGIA FORESTRY COMMISSION.
 CM2008'
 CM2008'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 CM2008'TALBOTTON, GO SOUTH ON U.S. HIGHWAY 80 AND STATE ROUTE 41 FOR 2.3
 CM2008'MILES TO A DRIVEWAY ON THE LEFT AND THE LOOKOUT TOWER AND THE
 CM2008'STATION ATOP A LOW HILL AT THE END OF THE DRIVEWAY.  TO REACH
 CM2008'REFERENCE MARK 3, CONTINUE SOUTH ON HIGHWAY 80 FOR 0.25 MILE TO
 CM2008'THE MARK ON THE LEFT AS DESCRIBED.
 CM2008'
 CM2008'THE STATION MARKS ARE STANDARD DISKS STAMPED BOTTON 1974.  THE
 CM2008'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM2008'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 73.5 FEET
 CM2008'EAST-NORTHEAST OF THE SOUTHEAST FOOTING OF THE LOOKOUT TOWER AND
 CM2008'51 FEET NORTH-NORTHEAST OF THE CENTER OF 3 SHORT POLES AT THE
 CM2008'CENTER OF THE CIRCLE DRIVEWAY.  THE UNDERGROUND DISK IS SET IN
 CM2008'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 CM2008'THE GROUND SURFACE.
 CM2008'
 CM2008'REFERENCE MARK 1, A STANDARD DISK STAMPED BOTTON NO 1 1974, IS SET
 CM2008'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 CM2008'THE GROUND SURFACE.  IT IS 69 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 CM2008'FOOTING OF THE LOOKOUT TOWER AND 31 FEET EAST-SOUTHEAST OF THE
 CM2008'CENTER OF THE CIRCLE DRIVEWAY.
 CM2008'
 CM2008'REFERENCE MARK 2, A STANDARD DISK STAMPED BOTTON NO 2 1974, IS
 CM2008'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CONCRETE FOOTING OF THE
 CM2008'LOOKOUT TOWER.
 CM2008'
 CM2008'REFERENCE MARK 3, A STANDARD DISK STAMPED BOTTON NO 3 1974, IS
 CM2008'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM2008'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET EAST
 CM2008'OF THE CENTER OF THE HIGHWAY, 1.5 FEET NORTH OF A UTILITY POLE,
 CM2008'1.2 FEET NORTHEAST OF A METAL WITNESS POST AND ABOUT 8 FEET
 CM2008'HIGHER THAN THE ROAD SURFACE.
 CM2008'
 CM2008'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 CM2008
 CM2008                          STATION RECOVERY (2004)
 CM2008
 CM2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (WC)
 CM2008'STATION RECOVERED AS DESCRIBED. THE TRIANGULATION STATION DISK HAS
 CM2008'BEEN SLIGHTLY DAMAGED, BUT IS READABLE AND IN GOOD CONDITION.
 CM2008' 
 CM2008'UNABLE TO LOCATE REFERENCE MARK 1,I DO NOT BELIEVE THAT IT'S
 CM2008'DESTROYED. REFERENCE MARK 2 WAS ALSO RECOVERED, BUT IS INSIDE OF A
 CM2008'FENCE THAT SURROUNDS THE BASE OF THE FIRETOWER. REFERENCE MARK 3 WAS
 CM2008'RECOVERED IN GOOD CONDITION WITH NO DAMAGE DONE TO THE MARKER.
 CM2008'REFERENCE MARK 3 IS LOCATED .31 MILE FROM THE EXACT TRIANGULATION
 CM2008'STATION COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2608 ***********************************************************************
 CL2608  DESIGNATION -  BOUNDARY
 CL2608  PID         -  CL2608
 CL2608  STATE/COUNTY-  GA/BIBB
 CL2608  USGS QUAD   -  MACON WEST (1985)
 CL2608
 CL2608                         *CURRENT SURVEY CONTROL
 CL2608  ___________________________________________________________________
 CL2608* NAD 83(1994)-  32 49 19.53938(N)    083 38 13.57742(W)     ADJUSTED  
 CL2608* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 CL2608  ___________________________________________________________________
 CL2608  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CL2608  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CL2608
 CL2608  HORZ ORDER  -  SECOND
 CL2608
 CL2608.The horizontal coordinates were established by classical geodetic methods
 CL2608.and adjusted by the National Geodetic Survey in September 1997..
 CL2608
 CL2608.The orthometric height was scaled from a topographic map.
 CL2608
 CL2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2608
 CL2608.The geoid height was determined by GEOID03.
 CL2608
 CL2608;                    North         East     Units Scale Factor Converg.
 CL2608;SPC GA W     -   312,997.302   749,583.672   MT  0.99993030   +0 17 13.4
 CL2608;SPC GA W     - 1,026,891.98  2,459,259.10   sFT  0.99993030   +0 17 13.4
 CL2608;UTM  17      - 3,634,645.404   253,123.220   MT  1.00035158   -1 25 48.4
 CL2608
 CL2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2608!SPC GA W     -   0.99998606  x   0.99993030  =   0.99991636
 CL2608!UTM  17      -   0.99998606  x   1.00035158  =   1.00033763
 CL2608
 CL2608|---------------------------------------------------------------------|
 CL2608| PID    Reference Object                     Distance      Geod. Az  |
 CL2608|                                                           dddmmss.s |
 CL2608| CL0912 VASHTI RESET                        294.785 METERS 11356     |
 CL2608| CY7392 BOUNDARY RM                           9.565 METERS 21547     |
 CL2608| CL2614 PLUM                                375.365 METERS 30809     |
 CL2608|---------------------------------------------------------------------|
 CL2608
 CL2608                          SUPERSEDED SURVEY CONTROL
 CL2608
 CL2608  NAD 83(1986)-  32 49 19.54398(N)    083 38 13.57627(W) AD(       ) 2
 CL2608  NAD 27      -  32 49 19.04200(N)    083 38 13.90900(W) AD(       ) 2
 CL2608
 CL2608.Superseded values are not recommended for survey control.
 CL2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2608.See file dsdata.txt to determine how the superseded data were derived.
 CL2608
 CL2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5312334645(NAD 83)
 CL2608_MARKER: DS = TRIANGULATION STATION DISK
 CL2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2608
 CL2608  HISTORY     - Date     Condition        Report By
 CL2608  HISTORY     - 1917     MONUMENTED       CGS
 CL2608  HISTORY     - 1922     GOOD             CGS
 CL2608  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL2608  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL2608
 CL2608                          STATION DESCRIPTION
 CL2608
 CL2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL2608'IN MACON, ON THE LEFT SIDE OF BOUNDARY STREET, 1-1/4 BLOCKS
 CL2608'NORTHWEST OF MACON JUNCTION, ON WEST SIDE OF BOUNDARY STREET,
 CL2608'ABOUT 50 METERS (164 FEET) NORTH OF BROADWAY, 8.405 METERS
 CL2608'(27.58 FEET) FROM CENTER LINE OF BOUNDARY STREET.
 CL2608'REFERENCE MARK IS TO WEST OF STATION, STAMPED PLUM,
 CL2608'IS 9.565 METERS (31.38 FEET) FROM STATION IN GRID AZIMUTH
 CL2608'35 DEG 29 MIN.  STATION IS STAMPED BOUNDRY.
 CL2608
 CL2608                          STATION RECOVERY (1949)
 CL2608
 CL2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL2608'INQUIRY AND SEARCH WERE MADE WITHOUT ANY POSITIVE RESULT.
 CL2608'
 CL2608'NOTE--REQUEST IS HEREBY MADE THAT THE OFFICE COMPARE THE
 CL2608'ORIGINAL DESCRIPTIONS AND POSSIBLY THE COMPUTATIONS OF THIS
 CL2608'SUBJECT STATION BOUNDARY AND ALSO PLUM.  THE DESCRIPTIONS
 CL2608'FURNISHED ARE THOSE ON PAGE 27 OF THE DESCRIPTIONS OF CENTRAL
 CL2608'GEORGIA WHICH ARE THE SAME AS THOSE ON PAGE 383 OF THE BOOK
 CL2608'GEODETIC SURVEY OF GEORGIA.  IT APPEARS THAT THERE IS SOME
 CL2608'CONFUSION OR ERROR BUT THAT IT IS DEFINITELY IMPLIED THAT ONE
 CL2608'STATION IS THE REFERENCE MARK OF THE OTHER AND VICE-VERSA.
 CL2608'THE COORDINATES GIVEN ON PAGE 188 OF THE SAID BOOK INDICATE
 CL2608'THAT THIS IS HIGHLY IMPROBABLE.  THE TWO DESCRIPTIONS LEAD TO
 CL2608'SEPARATE LOCATIONS ABOUT TWO BLOCKS APART.
 CL2608
 CL2608                          STATION RECOVERY (1955)
 CL2608
 CL2608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JBS)
 CL2608'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2323 ***********************************************************************
 DG2323  DESIGNATION -  BOVELS
 DG2323  PID         -  DG2323
 DG2323  STATE/COUNTY-  GA/SPAULDING
 DG2323  USGS QUAD   -  ORCHARD HILL (1982)
 DG2323
 DG2323                         *CURRENT SURVEY CONTROL
 DG2323  ___________________________________________________________________
 DG2323* NAD 83(1994)-  33 13 06.71579(N)    084 13 27.26996(W)     ADJUSTED  
 DG2323* NAVD 88     -       272.050  (meters)     892.55   (feet)  POSTED    
 DG2323  ___________________________________________________________________
 DG2323  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG2323  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DG2323  DYNAMIC HT  -         271.740 (meters)     891.53  (feet)  COMP
 DG2323  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 DG2323
 DG2323  HORZ ORDER  -  FIRST
 DG2323  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG2323
 DG2323.The horizontal coordinates were established by classical geodetic methods
 DG2323.and adjusted by the National Geodetic Survey in September 1997..
 DG2323
 DG2323.The orthometric height was determined by differential leveling
 DG2323.and adjusted by the National Geodetic Survey in 1992..
 DG2323.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG2323.rate of 4.1 thru 8.0 mm/km.
 DG2323
 DG2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2323
 DG2323.The geoid height was determined by GEOID03.
 DG2323
 DG2323.The dynamic height is computed by dividing the NAVD 88
 DG2323.geopotential number by the normal gravity value computed on the
 DG2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2323.degrees latitude (g = 980.6199 gals.).
 DG2323
 DG2323.The modeled gravity was interpolated from observed gravity values.
 DG2323
 DG2323;                    North         East     Units Scale Factor Converg.
 DG2323;SPC GA W     -   356,837.052   694,633.272   MT  0.99990035   -0 01 53.5
 DG2323;SPC GA W     - 1,170,722.89  2,278,975.99   sFT  0.99990035   -0 01 53.5
 DG2323;UTM  16      - 3,678,948.490   758,699.427   MT  1.00042523   +1 31 17.4
 DG2323
 DG2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2323!SPC GA W     -   0.99996174  x   0.99990035  =   0.99986210
 DG2323!UTM  16      -   0.99996174  x   1.00042523  =   1.00038695
 DG2323
 DG2323|---------------------------------------------------------------------|
 DG2323| PID    Reference Object                     Distance      Geod. Az  |
 DG2323|                                                           dddmmss.s |
 DG2323| CZ2855 BOVELS RM                             8.985 METERS 13412     |
 DG2323| DG2322 RASTUS                              299.155 METERS 17105     |
 DG2323|---------------------------------------------------------------------|
 DG2323
 DG2323                          SUPERSEDED SURVEY CONTROL
 DG2323
 DG2323  NAD 83(1986)-  33 13 06.72192(N)    084 13 27.26913(W) AD(       ) 1
 DG2323  NAD 27      -  33 13 06.31000(N)    084 13 27.54500(W) AD(       ) 1
 DG2323
 DG2323.Superseded values are not recommended for survey control.
 DG2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2323.See file dsdata.txt to determine how the superseded data were derived.
 DG2323
 DG2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5869978948(NAD 83)
 DG2323_MARKER: DS = TRIANGULATION STATION DISK
 DG2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2323
 DG2323  HISTORY     - Date     Condition        Report By
 DG2323  HISTORY     - 1917     MONUMENTED       CGS
 DG2323  HISTORY     - 1934     SEE DESCRIPTION  CGS
 DG2323  HISTORY     - 1954     MARK NOT FOUND   CGS
 DG2323
 DG2323                          STATION DESCRIPTION
 DG2323
 DG2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 DG2323'ABOUT 3-1/2 MILES SOUTH OF GRIFFIN, 12 RAILS NORTH OF SEMAPHORE
 DG2323'SIGNAL BOARD 2476, AT INTERSECTION OF BACK TANGENT OF LEFT
 DG2323'RAIL AND FORWARD TANGENT OF RIGHT RAIL, 8.285 METERS (27.18 FEET)
 DG2323'TO LEFT OF RAIL.
 DG2323'REFERENCE MARK IS 8.985
 DG2323'METERS (29.48 FEET) FROM STATION IN GRID AZIMUTH 314 DEG 14 MIN.
 DG2323
 DG2323                          STATION RECOVERY (1934)
 DG2323
 DG2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DG2323'STATION MARK REPORTED DESTROYED.
 DG2323
 DG2323                          STATION RECOVERY (1954)
 DG2323
 DG2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2323'THE COMPLETE STATION WAS DESTROYED.  THE STATION SURFACE
 DG2323'MARK WAS FOUND LYING ON THE TOP OF THE GROUND BROKEN IN PIECES,
 DG2323'NO DISK WAS FOUND.  THE UNDERGROUND MARK WAS DUG FOR AT THE
 DG2323'INTERSECTION OF THE BACK TANGENT OF THE LEFT RAIL AND THE
 DG2323'FORWARD TANGENT OF THE RIGHT RAIL, 27.18 FT. TO THE LEFT OF
 DG2323'THE NEAR RAIL.  THE MARK WAS NOT FOUND.  THE REFERENCE MARK
 DG2323'WAS FOUND, APPARENTLY IN ITS ORIGINAL POSITION WITH THE
 DG2323'DISK REMOVED.
 DG2323'
 DG2323'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3447 ***********************************************************************
 DG3447  DESIGNATION -  BOWDON
 DG3447  PID         -  DG3447
 DG3447  STATE/COUNTY-  GA/CARROLL
 DG3447  USGS QUAD   -  BOWDON WEST (1980)
 DG3447
 DG3447                         *CURRENT SURVEY CONTROL
 DG3447  ___________________________________________________________________
 DG3447* NAD 83(1994)-  33 32 12.52700(N)    085 18 54.63848(W)     ADJUSTED  
 DG3447* NAVD 88     -       351.23   (+/-2cm)    1152.3    (feet)  VERTCON   
 DG3447  ___________________________________________________________________
 DG3447  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG3447  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG3447
 DG3447  HORZ ORDER  -  FIRST
 DG3447  VERT ORDER  -  THIRD ? (See Below)
 DG3447
 DG3447.The horizontal coordinates were established by classical geodetic methods
 DG3447.and adjusted by the National Geodetic Survey in September 1997..
 DG3447
 DG3447.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3447.The vertical order pertains to the NGVD 29 superseded value.
 DG3447
 DG3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3447
 DG3447.The geoid height was determined by GEOID03.
 DG3447
 DG3447;                    North         East     Units Scale Factor Converg.
 DG3447;SPC GA W     -   392,723.661   593,330.523   MT  1.00004024   -0 38 04.5
 DG3447;SPC GA W     - 1,288,460.88  1,946,618.56   sFT  1.00004024   -0 38 04.5
 DG3447;SPC AL E     -   336,850.600   248,126.314   MT  0.99998854   +0 17 10.6
 DG3447;UTM  16      - 3,712,071.615   656,437.962   MT  0.99990172   +0 55 51.6
 DG3447
 DG3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3447!SPC GA W     -   0.99994941  x   1.00004024  =   0.99998965
 DG3447!SPC AL E     -   0.99994941  x   0.99998854  =   0.99993795
 DG3447!UTM  16      -   0.99994941  x   0.99990172  =   0.99985114
 DG3447
 DG3447|---------------------------------------------------------------------|
 DG3447| PID    Reference Object                     Distance      Geod. Az  |
 DG3447|                                                           dddmmss.s |
 DG3447| CZ2857 BOWDON RM 1                          43.382 METERS 02414     |
 DG3447| DG3412 BOWDON N MUN TANK                   APPROX. 6.1 KM 0880042.7 |
 DG3447| DG3408 BOWDON MUNICIPAL TANK               APPROX. 6.1 KM 0880454.4 |
 DG3447| DG3451 BOWDON INVESTMENT CO TANK           APPROX. 5.9 KM 0905009.8 |
 DG3447| CZ2856 BOWDON AZ MK                                       1063318.2 |
 DG3447| DG3583 BLACK JACK 4                        APPROX.12.1 KM 1574607.3 |
 DG3447| CZ2859 BOWDON RM 4                          19.544 METERS 15955     |
 DG3447| CZ2858 BOWDON RM 2                                        16134     |
 DG3447| DG3453 46 LRP                               84.192 METERS 35405     |
 DG3447| DG3446 BOUNDARY MON AL GA                   84.607 METERS 35415     |
 DG3447|---------------------------------------------------------------------|
 DG3447
 DG3447                          SUPERSEDED SURVEY CONTROL
 DG3447
 DG3447  NAD 83(1994)-  33 32 12.52785(N)    085 18 54.64006(W) AD(       ) 1
 DG3447  NAD 83(1986)-  33 32 12.53190(N)    085 18 54.63433(W) AD(       ) 1
 DG3447  NAD 27      -  33 32 12.13400(N)    085 18 54.81500(W) AD(       ) 1
 DG3447  NGVD 29 (07/19/86)  351.17   (m)         1152.1    (f) LEVELING    3  
 DG3447
 DG3447.Superseded values are not recommended for survey control.
 DG3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3447.See file dsdata.txt to determine how the superseded data were derived.
 DG3447
 DG3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5643812072(NAD 83)
 DG3447_MARKER: DS = TRIANGULATION STATION DISK
 DG3447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3447
 DG3447  HISTORY     - Date     Condition        Report By
 DG3447  HISTORY     - 1941     MONUMENTED       CGS
 DG3447  HISTORY     - 1954     GOOD             CGS
 DG3447  HISTORY     - 1973     GOOD             NGS
 DG3447
 DG3447                          STATION DESCRIPTION
 DG3447
 DG3447'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3447'THE STATION IS ABOUT 3.25 MILES W OF BOWDON, GEORGIA, 2.0 MILES E
 DG3447'OF RANBURN, ALABAMA, ABOUT 300 YARDS S OF THE ALABAMA-GEORGIA
 DG3447'STATE BOUNDARY MONUMENT, AND ON THE LAND OWNED BY MR. B.F. MC
 DG3447'WHORTER. IT IS STAMPED BOWDON 1941 AND PROJECTS 4 INCHES ABOVE THE
 DG3447'SURFACE OF THE GROUND.
 DG3447'
 DG3447'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3447'BRONZE DISKS SET IN CONCRETE.
 DG3447'
 DG3447'REFERENCE MARK NO. 1 IS E OF THE STATION, AND 18 FEET E OF THE
 DG3447'CENTER OF THE GRADED DIRT ROAD ON THE W EDGE OF A CULTIVATED
 DG3447'FIELD.  IT IS STAMPED BOWDON NO. 1 1941 AND PROJECTS 4 INCHES
 DG3447'ABOVE THE GROUND.
 DG3447'
 DG3447'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS 20 FEET E FROM
 DG3447'THE CENTER OF THE GRADED DIRT ROAD ON THE W EDGE OF A CULTIVATED
 DG3447'FIELD.  IT IS STAMPED BOWDON NO. 2 1941 AND PROJECTS 4 INCHES
 DG3447'ABOVE THE GROUND.
 DG3447'
 DG3447'THE AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 22 FEET N OF THE
 DG3447'CENTER OF THE GRADED DIRT ROAD, AND 37 FEET W OF THE FRONT
 DG3447'ENTRANCE TO MR. A. JACKSONS HOME.  TO REACH THE AZIMUTH MARK FROM
 DG3447'THE STATION GO S ON THE DIRT ROAD FOR 0.05 MILE TO A DIRT ROAD
 DG3447'ON THE LEFT, TURN LEFT AND GO 0.3 MILE TO THE HOME OF MR. A.
 DG3447'JACKSON AND THE MARK ON THE LEFT.
 DG3447'
 DG3447'THE GEORGIA-ALABAMA STATE BOUNDARY MONUMENT IS NW OF THE
 DG3447'STATION, IT IS A MARBLE SLAB AND PROJECTS 4.2 FEET ABOVE THE
 DG3447'GROUND.
 DG3447'
 DG3447'TO REACH THE STATION FROM THE BUS STATION IN RANBURN, ALABAMA,
 DG3447'GO E ON THE GRADED DIRT ROAD TO BOWDON, GEORGIA, FOR 2.0 MILES TO
 DG3447'THE ALABAMA-GEORGIA STATE LINE, THEN TURN RIGHT ON A DIRT ROAD AND
 DG3447'GO S 0.05 MILE TO A SMALL TREE WITH A TRIANGLE BLAZE IN THE E
 DG3447'EDGE OF A CULTIVATED FIELD AND THE STATION.
 DG3447'
 DG3447'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DG3447
 DG3447                          STATION RECOVERY (1954)
 DG3447
 DG3447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3447'THE STATION WAS VISITED, AND STATION, AZIMUTH MARK, AND REFERENCE
 DG3447'MARK 2 WERE FOUND IN GOOD CONDITION.  THE GEORGIA-ALABAMA STATE
 DG3447'BOUNDARY MONUMENT WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 DG3447'1 WAS FOUND DESTROYED, AND THE DISK WAS RECLAIMED.  REFERENCE MARK
 DG3447'3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 DG3447'
 DG3447'THE STATION IS LOCATED 3.8 MI. W OF BOWDON, GEORGIA, ABOUT 2 MI.
 DG3447'E OF RANBURN, ALABAMA, AT THE STATE LINE, 277 FT. S OF THE
 DG3447'STATE-LINE MONUMENT, AND ON LAND OWNED BY MR. B.F. MC WHORTER.
 DG3447'IT IS NEAR THE S END OF A GARDEN PLOT, 30 FT. W OF THE CENTERLINE
 DG3447'OF A DIRT ROAD, AND 277.58 FT. S OF THE STATE-LINE MONUMENT.
 DG3447'IT IS A STANDARD DISK, STAMPED BOWDON 1941 AND PROJECTS 6 IN.
 DG3447'
 DG3447'REFERENCE MARK 2 IS 110.92 FT. SE OF THE STATION, AND 20 FT. E OF
 DG3447'THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD DISK, STAMPED
 DG3447'BOWDON NO 2 1941 AND PROJECTS 4 IN.
 DG3447'
 DG3447'REFERENCE MARK 3 IS 134.34 FT. N-NE OF THE STATION, 28 FT. W OF THE
 DG3447'CENTERLINE OF THE DIRT ROAD, AND 148 FT. S-SE OF THE STATE-LINE
 DG3447'MONUMENT.  IT IS A STANDARD DISK, STAMPED BOWDON NO 3 1941 AND
 DG3447'PROJECTS 8 IN.
 DG3447'
 DG3447'THE GEORGIA-ALABAMA STATE BOUNDARY MONUMENT IS A MARBLE SLAB
 DG3447'ABOUT 4 FT. HIGH, ON THE S SIDE OF THE HIGHWAY, AND N OF THE
 DG3447'STATION.
 DG3447'
 DG3447'THE AZIMUTH MARK IS 0.3 MI. E OF THE STATION, IN THE SW CORNER OF
 DG3447'THE FRONT YARD OF MRS. A. JACKSONS HOUSE.  IT IS 22 FT. N OF THE
 DG3447'CENTERLINE OF A DIRT ROAD, AND 37 FT. W OF THE SIDEWALK TO THE
 DG3447'FRONT ENTRANCE OF THE JACKSON HOME.  IT IS A STANDARD DISK,
 DG3447'STAMPED BONDON 1941 AND PROJECTS 8 IN.
 DG3447'
 DG3447'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S FOR 0.05 MI.
 DG3447'TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MI. TO THE JACKSON HOME
 DG3447'AND THE MARK ON THE LEFT.
 DG3447'
 DG3447'TO REACH THE STATION FROM THE BANK BUILDING IN BOWDON, GO W ON
 DG3447'STATE HIGHWAY 166 FOR 3.8 MI. TO THE TOP OF THE HILL AND A SIDE
 DG3447'ROAD LEFT, TURN LEFT FOR 0.05 MI. TO THE STATION ON THE RIGHT AT
 DG3447'THE E EDGE OF A CULTIVATED FIELD.
 DG3447
 DG3447                          STATION RECOVERY (1973)
 DG3447
 DG3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3447'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 DG3447'GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT WAS NOT
 DG3447'RECOVERED, REFERENCE MARK 3 WAS FOUND LYING ON ITS SIDE OUT
 DG3447'OF THE GROUND, THE DISK WAS DESTROYED.  REFERENCE MARK 4 WAS
 DG3447'ESTABLISHED AT THIS TIME.  IN COMPARISON TO THE 1941 DATA THE
 DG3447'DIRECTION TO THE AZIMUTH MARK COMPARES FAVORABLY, THE MARK IS
 DG3447'NOT VG AT THIS TIME.  THE GEORGIA-ALABAMA STATE BOUNDARY
 DG3447'MONUMENT NOW HAS A U.S. GEOLOGICAL SURVEY DISK CEMENTED IN THE
 DG3447'SOUTHWEST CORNER OF ITS BASE AND A TRAVERSE TIE WAS MADE AT
 DG3447'THIS TIME.
 DG3447'
 DG3447'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG3447'
 DG3447'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF BOWDON, 2 MILES
 DG3447'EAST OF RANBURNE, ALABAMA, AT THE ALABAMA-GEORGIA STATE LINE AND
 DG3447'ON PROPERTY OWNED BY MRS. J.E. GIBBS, ROUTE 1, RANBURNE,
 DG3447'ALABAMA.  TELEPHONE 568-7009.
 DG3447'
 DG3447'TO REACH FROM THE POST OFFICE IN BOWDON, GO WEST ON STATE ROUTE
 DG3447'166 FOR 3.8 MILES TO A SIDE ROAD ON THE LEFT ABOUT 50 YARDS BEFORE
 DG3447'REACHING THE ALABAMA-GEORGIA STATE LINE.  TURN LEFT AND GO SOUTH
 DG3447'ON COUNTY ROAD 90737 FOR 0.05 MILE TO THE STATION ON THE
 DG3447'RIGHT.  (TO REACH THE AZIMUTH MARK, CONTINUE SOUTH FOR 0.05
 DG3447'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY
 DG3447'FOR 0.3 MILE TO A HOUSE AND THE MARK ON THE LEFT.)
 DG3447'
 DG3447'THE SURFACE STATION MARK, A STANDARD DISK STAMPED BOWDON 1941,
 DG3447'IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS
 DG3447'FLUSH WITH THE GROUND SURFACE.  IT IS 175 FEET SOUTH-SOUTHEAST OF
 DG3447'THE SOUTH EDGE OF A STANDPIPE, 87 FEET WEST OF THE CENTER OF THE
 DG3447'COUNTY ROAD, 15.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 DG3447'AND 13.6 FEET WEST OF A FENCE.
 DG3447'
 DG3447'REFERENCE MARK 4, A STANDARD DISK STAMPED BOWDON 1941 NO 4 1973,
 DG3447'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3447'WHICH PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 57 FEET
 DG3447'WEST OF THE CENTER OF THE ROAD, 55 FEET SOUTH OF THE METAL
 DG3447'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 DG3447'
 DG3447'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOWDON 1941, IS SET
 DG3447'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DG3447'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTHWEST
 DG3447'OF THE SOUTHWEST CORNER OF THE HOUSE PORCH, 22 FEET
 DG3447'NORTH-NORTHEAST OF THE CENTER OF THE ROAD AND 10.2 FEET WEST OF A
 DG3447'10-INCH CEDAR TREE.
 DG3447'
 DG3447'46 LRP (USGS), A U.S. GEOLOGICAL SURVEY DISK STAMPED 46 LRP
 DG3447'1964 ELEVATION 1149 FEET, IS CEMENTED IN A DRILL HOLE IN THE
 DG3447'SOUTHWEST CORNER OF THE BASE OF THE GEORGIA-ALABAMA STATE
 DG3447'BOUNDARY MONUMENT WHICH IS ABOUT 4 FEET HIGH, THE BASE IS A
 DG3447'MARBLE SLAB WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT
 DG3447'IS 84 FEET NORTHEAST OF THE EDGE OF THE STANDPIPE, 29 FEET
 DG3447'SOUTHEAST OF THE CENTERLINE OF GEORGIA STATE ROUTE 166 AND
 DG3447'ALABAMA STATE ROUTE 46, AND 18 FEET NORTHWEST OF A 10-INCH
 DG3447'PINE TREE.  NOTE--AS DESCRIBED.
 DG3447'
 DG3447'NOTE--THE PROPERTY OWNERS SON STATES THAT THE STATION MARK AND
 DG3447'THE PROPERTY IS IN CLEBURNE COUNTY ALABAMA.
 DG3447'
 DG3447'HEIGHT OF LIGHT ABOVE STATION MARK 73.8 FEET.
 DG3447'
 DG3447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3447'3.5 MILES WEST OF BOWDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3451 ***********************************************************************
 DG3451  DESIGNATION -  BOWDON INVESTMENT CO TANK
 DG3451  PID         -  DG3451
 DG3451  STATE/COUNTY-  GA/CARROLL
 DG3451  USGS QUAD   -  BOWDON WEST (1980)
 DG3451
 DG3451                         *CURRENT SURVEY CONTROL
 DG3451  ___________________________________________________________________
 DG3451* NAD 83(1994)-  33 32 09.66474(N)    085 15 05.25123(W)     ADJUSTED  
 DG3451* NAVD 88     -                                                        
 DG3451  ___________________________________________________________________
 DG3451  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DG3451  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3451
 DG3451  HORZ ORDER  -  THIRD
 DG3451
 DG3451.The horizontal coordinates were established by classical geodetic methods
 DG3451.and adjusted by the National Geodetic Survey in September 1997..
 DG3451
 DG3451
 DG3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3451
 DG3451.The geoid height was determined by GEOID03.
 DG3451
 DG3451;                    North         East     Units Scale Factor Converg.
 DG3451;SPC GA W     -   392,571.748   599,247.845   MT  1.00002511   -0 35 57.7
 DG3451;SPC GA W     - 1,287,962.48  1,966,032.30   sFT  1.00002511   -0 35 57.7
 DG3451;SPC AL E     -   336,793.806   254,045.073   MT  0.99999600   +0 19 17.3
 DG3451;UTM  16      - 3,712,081.424   662,356.519   MT  0.99992498   +0 57 58.4
 DG3451
 DG3451                          SUPERSEDED SURVEY CONTROL
 DG3451
 DG3451  NAD 83(1994)-  33 32 09.66584(N)    085 15 05.25267(W) AD(       ) 4
 DG3451  NAD 83(1986)-  33 32 09.66951(N)    085 15 05.24713(W) AD(       ) 4
 DG3451  NAD 27      -  33 32 09.27005(N)    085 15 05.43276(W) AD(       ) 3
 DG3451
 DG3451.Superseded values are not recommended for survey control.
 DG3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3451.See file dsdata.txt to determine how the superseded data were derived.
 DG3451
 DG3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6235712081(NAD 83)
 DG3451_MARKER: 53 = ELEVATED TANK
 DG3451
 DG3451  HISTORY     - Date     Condition        Report By
 DG3451  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3451
 DG3451                          STATION DESCRIPTION
 DG3451
 DG3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3451'THE STATION IS THE BALL ON TOP AND CENTER OF A WATER TANK, THAT
 DG3451'HAS A CONICAL TOP, CYLINDRICAL SIDES AND A HEMISPHERICAL BOTTOM.  IT
 DG3451'IS SUPPORTED BY FOUR I-BEAM, STEEL LEGS AND IS PAINTED SILVER.  THE
 DG3451'TANK IS 95 FEET HIGH AND IS OWNED BY BREMEN-BOWDON INVESTMENT
 DG3451'COMPANY.
 DG3451'
 DG3451'THE TANK IS LOCATED 0.15 MILE SOUTHEAST OF THE CENTER OF
 DG3451'BOWDON, 50 FEET EAST OF THE CENTER OF COMMERCE STREET AND 44 FEET
 DG3451'NORTH OF THE CENTER OF PARSON AVENUE, AT THE SOUTHWEST CORNER OF
 DG3451'THE PLANT COMPLEX.
 DG3451'
 DG3451'POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3408 ***********************************************************************
 DG3408  DESIGNATION -  BOWDON MUNICIPAL TANK
 DG3408  PID         -  DG3408
 DG3408  STATE/COUNTY-  GA/CARROLL
 DG3408  USGS QUAD   -  BOWDON EAST (1982)
 DG3408
 DG3408                         *CURRENT SURVEY CONTROL
 DG3408  ___________________________________________________________________
 DG3408* NAD 83(1994)-  33 32 19.06930(N)    085 14 59.15611(W)     ADJUSTED  
 DG3408* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 DG3408  ___________________________________________________________________
 DG3408  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DG3408  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3408
 DG3408  HORZ ORDER  -  THIRD
 DG3408
 DG3408.The horizontal coordinates were established by classical geodetic methods
 DG3408.and adjusted by the National Geodetic Survey in September 1997..
 DG3408
 DG3408.The orthometric height was scaled from a topographic map.
 DG3408
 DG3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3408
 DG3408.The geoid height was determined by GEOID03.
 DG3408
 DG3408;                    North         East     Units Scale Factor Converg.
 DG3408;SPC GA W     -   392,859.845   599,408.128   MT  1.00002471   -0 35 54.5
 DG3408;SPC GA W     - 1,288,907.67  1,966,558.17   sFT  1.00002471   -0 35 54.5
 DG3408;SPC AL E     -   337,084.433   254,200.701   MT  0.99999620   +0 19 20.7
 DG3408;UTM  16      - 3,712,373.764   662,508.856   MT  0.99992559   +0 58 02.0
 DG3408
 DG3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3408!SPC GA W     -   0.99995196  x   1.00002471  =   0.99997667
 DG3408!SPC AL E     -   0.99995196  x   0.99999620  =   0.99994816
 DG3408!UTM  16      -   0.99995196  x   0.99992559  =   0.99987755
 DG3408
 DG3408                          SUPERSEDED SURVEY CONTROL
 DG3408
 DG3408  NAD 83(1994)-  33 32 19.07037(N)    085 14 59.15695(W) AD(       ) 4
 DG3408  NAD 83(1986)-  33 32 19.07432(N)    085 14 59.15135(W) AD(       ) 4
 DG3408  NAD 27      -  33 32 18.67400(N)    085 14 59.34100(W) AD(       ) 3
 DG3408
 DG3408.Superseded values are not recommended for survey control.
 DG3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3408.See file dsdata.txt to determine how the superseded data were derived.
 DG3408
 DG3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6250912374(NAD 83)
 DG3408_MARKER: 51 = TANK
 DG3408
 DG3408  HISTORY     - Date     Condition        Report By
 DG3408  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3408  HISTORY     - 1972     GOOD             NGS
 DG3408
 DG3408                          STATION DESCRIPTION
 DG3408
 DG3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3408'THE FINIAL ON THE SILVER-PAINTED
 DG3408'WATER TANK OF THE MUNICIPAL WATER WORKS LOCATED IN THE TOWN
 DG3408'OF BOWDON, GEORGIA.  THIS IS THE ONLY WATER TANK IN THE TOWN.
 DG3408
 DG3408                          STATION RECOVERY (1972)
 DG3408
 DG3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3408'STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  THIS STATION
 DG3408'WAS PREVIOUSLY NAMED BOWDON MUNICIPAL WATER TANK 1941.  A NEW
 DG3408'DESCRIPTION FOLLOWS--
 DG3408'
 DG3408'THE STATION IS THE FINIAL AT THE TOP AND CENTER OF A WATER
 DG3408'TANK, THAT HAS A CONICAL TOP, CYLINDRICAL SIDES AND
 DG3408'HEMISPHERICAL BOTTOM.  THE TANK IS SUPPORTED BY FOUR
 DG3408'TRUSS-WORK STEEL LEGS AND IS SILVER IN COLOR.  IT IS 105 FEET
 DG3408'HIGH AND THE SOUTH ONE OF TWO TANK AT THE SAME SITE.
 DG3408'
 DG3408'LOCATED 0.25 MILE EAST OF THE CENTER OF BOWDON, 0.05 MILE
 DG3408'SOUTH OF BOWDON BLVD., 50 FEET NORTH-NORTHWEST OF THE CENTER OF
 DG3408'A PAVED ROAD AND 48 FEET WEST-NORTHWEST OF THE CENTER OF CITY
 DG3408'HALL AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3412 ***********************************************************************
 DG3412  DESIGNATION -  BOWDON N MUN TANK
 DG3412  PID         -  DG3412
 DG3412  STATE/COUNTY-  GA/CARROLL
 DG3412  USGS QUAD   -  BOWDON EAST (1982)
 DG3412
 DG3412                         *CURRENT SURVEY CONTROL
 DG3412  ___________________________________________________________________
 DG3412* NAD 83(1994)-  33 32 19.29851(N)    085 14 59.56549(W)     ADJUSTED  
 DG3412* NAVD 88     -                                                        
 DG3412  ___________________________________________________________________
 DG3412  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DG3412  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3412
 DG3412  HORZ ORDER  -  THIRD
 DG3412
 DG3412.The horizontal coordinates were established by classical geodetic methods
 DG3412.and adjusted by the National Geodetic Survey in September 1997..
 DG3412
 DG3412
 DG3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3412
 DG3412.The geoid height was determined by GEOID03.
 DG3412
 DG3412;                    North         East     Units Scale Factor Converg.
 DG3412;SPC GA W     -   392,867.017   599,397.640   MT  1.00002474   -0 35 54.7
 DG3412;SPC GA W     - 1,288,931.20  1,966,523.76   sFT  1.00002474   -0 35 54.7
 DG3412;SPC AL E     -   337,091.436   254,190.099   MT  0.99999619   +0 19 20.5
 DG3412;UTM  16      - 3,712,380.646   662,498.176   MT  0.99992555   +0 58 01.8
 DG3412
 DG3412                          SUPERSEDED SURVEY CONTROL
 DG3412
 DG3412  NAD 83(1994)-  33 32 19.29961(N)    085 14 59.56694(W) AD(       ) 4
 DG3412  NAD 83(1986)-  33 32 19.30332(N)    085 14 59.56132(W) AD(       ) 4
 DG3412  NAD 27      -  33 32 18.90424(N)    085 14 59.74713(W) AD(       ) 3
 DG3412
 DG3412.Superseded values are not recommended for survey control.
 DG3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3412.See file dsdata.txt to determine how the superseded data were derived.
 DG3412
 DG3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6249812381(NAD 83)
 DG3412_MARKER: 51 = TANK
 DG3412
 DG3412  HISTORY     - Date     Condition        Report By
 DG3412  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3412
 DG3412                          STATION DESCRIPTION
 DG3412
 DG3412'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1365 ***********************************************************************
 DF1365  DESIGNATION -  BOWEN
 DF1365  PID         -  DF1365
 DF1365  STATE/COUNTY-  GA/RICHMOND
 DF1365  USGS QUAD   -  HEPHZIBAH (1980)
 DF1365
 DF1365                         *CURRENT SURVEY CONTROL
 DF1365  ___________________________________________________________________
 DF1365* NAD 83(1994)-  33 19 29.01786(N)    082 03 43.66312(W)     ADJUSTED  
 DF1365* NAVD 88     -       128.9    (meters)     423.     (feet)  VERTCON   
 DF1365  ___________________________________________________________________
 DF1365  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 DF1365  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DF1365
 DF1365  HORZ ORDER  -  FIRST
 DF1365
 DF1365.The horizontal coordinates were established by classical geodetic methods
 DF1365.and adjusted by the National Geodetic Survey in September 1997..
 DF1365
 DF1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1365
 DF1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1365
 DF1365.The geoid height was determined by GEOID03.
 DF1365
 DF1365;                    North         East     Units Scale Factor Converg.
 DF1365;SPC GA E     -   368,617.290   209,732.499   MT  0.99990117   +0 03 26.8
 DF1365;SPC GA E     - 1,209,371.89    688,097.37   sFT  0.99990117   +0 03 26.8
 DF1365;UTM  17      - 3,687,790.597   401,143.159   MT  0.99972049   -0 35 00.8
 DF1365
 DF1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1365!SPC GA E     -   0.99998446  x   0.99990117  =   0.99988563
 DF1365!UTM  17      -   0.99998446  x   0.99972049  =   0.99970495
 DF1365
 DF1365|---------------------------------------------------------------------|
 DF1365| PID    Reference Object                     Distance      Geod. Az  |
 DF1365|                                                           dddmmss.s |
 DF1365| DF2831 BOWEN RM 1                           18.843 METERS 05857     |
 DF1365| DF1364 BOWEN AZ MK                         366.401 METERS 15258     |
 DF1365| DF2832 BOWEN RM 2                           20.858 METERS 26601     |
 DF1365|---------------------------------------------------------------------|
 DF1365
 DF1365                          SUPERSEDED SURVEY CONTROL
 DF1365
 DF1365  NAD 83(1986)-  33 19 29.02247(N)    082 03 43.65855(W) AD(       ) 1
 DF1365  NAD 27      -  33 19 28.51366(N)    082 03 44.23430(W) AD(       ) 1
 DF1365  NGVD 29 (07/19/86)  129.1    (m)          424.     (f) VERT ANG       
 DF1365
 DF1365.Superseded values are not recommended for survey control.
 DF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1365.See file dsdata.txt to determine how the superseded data were derived.
 DF1365
 DF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0114387791(NAD 83)
 DF1365_MARKER: DS = TRIANGULATION STATION DISK
 DF1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1365
 DF1365  HISTORY     - Date     Condition        Report By
 DF1365  HISTORY     - 1980     MONUMENTED       GADT
 DF1365
 DF1365                          STATION DESCRIPTION
 DF1365
 DF1365'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1365'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) EAST-NORTHEAST
 DF1365'OF HEPHZIBAH, 18.75 KM (11-3/4 MI) SOUTHEAST OF GROVETOWN, AND
 DF1365'26.25 KM (16-1/4 MI) NORTH OF WAYNESBORO.
 DF1365'OWNERSHIP--H.T. BOWEN,
 DF1365'TELEPHONE 404 592-4165.
 DF1365'
 DF1365'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 25
 DF1365'(STATE ROUTE 21) AND STATE ROUTE 88 TO THE WEST, ABOUT
 DF1365'3.5 KM (2-1/4 MI) EAST-NORTHEAST OF HEPHZIBAH.
 DF1365'
 DF1365'THE STATION IS A STANDARD NGS DISK
 DF1365'STAMPED---BOWEN 1980---,
 DF1365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1365'FLUSH WITH GROUND.  IT IS LOCATED
 DF1365'24.99 METERS (82.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1365'STATE ROUTE 88,
 DF1365'12.03 METERS (39.50 FT) WEST-NORTHWEST FROM THE EDGE OF THE DROP
 DF1365'OFF,
 DF1365'37.79 METERS (124.0 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1365'1.28 METERS (4.20 FT) SOUTH FROM A WITNESS POST.
 DF1365'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DF1365'STAMPED---BOWEN 1980---,
 DF1365'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DF1365'
 DF1365'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1365'STAMPED---BOWEN NO 1 1980---,
 DF1365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1365'FLUSH WITH GROUND.  IT IS LOCATED
 DF1365'14.32 METERS (47.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1365'STATE ROUTE 88,
 DF1365'1.21 METERS (4.00 FT) WEST-NORTHWEST FROM THE EDGE OF THE DROP
 DF1365'OFF
 DF1365'21.06 METERS (69.10 FT) SOUTH-SOUTHWEST FROM THE POWER POLE,
 DF1365'18.04 METERS (59.20 FT) EAST-NORTHEAST FROM THE WITNESS POST, AND
 DF1365'7.46 METERS (24.50 FT) SOUTHEAST FROM A 12 INCH PINE TREE.
 DF1365'MARK IS LEVEL WITH STATION.
 DF1365'
 DF1365'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 DF1365'STAMPED---BOWEN NO 2 1980---,
 DF1365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1365'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1365'21.21 METERS (69.60 FT) WEST FROM THE WITNESS POST.
 DF1365'MARK IS LEVEL WITH STATION.
 DF1365'
 DF1365'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1365'STAMPED---BOWEN 1980---,
 DF1365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1365'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1365'8.38 METERS (27.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1365'U.S. HIGHWAY 25 (STATE ROUTE 21),
 DF1365'0.91 METER (3 FT) WEST-SOUTHWEST FROM THE EDGE OF A FIELD,
 DF1365'1.15 METERS (3.8 FT) NORTH FROM A POWER POLE, AND
 DF1365'0.79 METER (2.6 FT) NORTH FROM A WITNESS POST.
 DF1365'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING
 DF1365'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 25 (STATE ROUTE 21) FOR
 DF1365'0.35 KM (0.2 MI) TO THE MARK ON THE LEFT.
 DF1365'
 DF1365'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1365'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1365'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1808 ***********************************************************************
 EE1808  DESIGNATION -  BOWEN
 EE1808  PID         -  EE1808
 EE1808  STATE/COUNTY-  GA/BARTOW
 EE1808  USGS QUAD   -  KINGSTON (1972)
 EE1808
 EE1808                         *CURRENT SURVEY CONTROL
 EE1808  ___________________________________________________________________
 EE1808* NAD 83(1994)-  34 09 10.12175(N)    084 53 13.64735(W)     ADJUSTED  
 EE1808* NAVD 88     -       335.7    (meters)    1101.     (feet)  VERTCON   
 EE1808  ___________________________________________________________________
 EE1808  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EE1808  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 EE1808
 EE1808  HORZ ORDER  -  FIRST
 EE1808
 EE1808.The horizontal coordinates were established by classical geodetic methods
 EE1808.and adjusted by the National Geodetic Survey in September 1997..
 EE1808
 EE1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1808
 EE1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1808
 EE1808.The geoid height was determined by GEOID03.
 EE1808
 EE1808;                    North         East     Units Scale Factor Converg.
 EE1808;SPC GA W     -   460,686.927   633,566.093   MT  0.99995439   -0 24 16.1
 EE1808;SPC GA W     - 1,511,437.03  2,078,624.76   sFT  0.99995439   -0 24 16.1
 EE1808;UTM  16      - 3,781,116.471   694,785.859   MT  1.00006772   +1 11 11.6
 EE1808
 EE1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1808!SPC GA W     -   0.99995190  x   0.99995439  =   0.99990629
 EE1808!UTM  16      -   0.99995190  x   1.00006772  =   1.00001962
 EE1808
 EE1808:                Primary Azimuth Mark                     Grid Az
 EE1808:SPC GA W     -  CASSVILLE LOT                            010 45 20.7
 EE1808:UTM  16      -  CASSVILLE LOT                            009 09 53.0
 EE1808
 EE1808|---------------------------------------------------------------------|
 EE1808| PID    Reference Object                     Distance      Geod. Az  |
 EE1808|                                                           dddmmss.s |
 EE1808| EE1787 CASSVILLE LOT                       APPROX.10.2 KM 0102104.6 |
 EE1808| EE1790 CARTERSVILLE GOODYEAR CO TANK       APPROX. 6.9 KM 0650208.3 |
 EE1808| EE1785 CARTERSVILLE E Z MILLS TANK         APPROX. 8.4 KM 0725326.7 |
 EE1808| CZ4271 BOWEN RM 1                                         0984934.6 |
 EE1808| CZ4272 BOWEN RM 2                           12.285 METERS 15828     |
 EE1808| EE1806 CARTERSVILLE GA PWR CO MAST          73.169 METERS 22251     |
 EE1808| EE1810 GEORGIA PWR BOWEN PLANT E STK       APPROX. 4.3 KM 2262600.7 |
 EE1808| EE1811 GEORGIA PWR BOWEN PLANT W STK       APPROX. 4.4 KM 2272215.3 |
 EE1808| CZ4273 BOWEN RM 3                           14.259 METERS 27448     |
 EE1808|---------------------------------------------------------------------|
 EE1808
 EE1808                          SUPERSEDED SURVEY CONTROL
 EE1808
 EE1808  NAD 83(1994)-  34 09 10.12610(N)    084 53 13.64924(W) AD(       ) 1
 EE1808  NAD 83(1986)-  34 09 10.12712(N)    084 53 13.64787(W) AD(       ) 1
 EE1808  NAD 27      -  34 09 09.77696(N)    084 53 13.86008(W) AD(       ) 1
 EE1808  NGVD 29 (07/19/86)  335.7    (m)         1101.     (f) VERT ANG       
 EE1808
 EE1808.Superseded values are not recommended for survey control.
 EE1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1808.See file dsdata.txt to determine how the superseded data were derived.
 EE1808
 EE1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9478681116(NAD 83)
 EE1808_MARKER: DS = TRIANGULATION STATION DISK
 EE1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1808
 EE1808  HISTORY     - Date     Condition        Report By
 EE1808  HISTORY     - 1972     MONUMENTED       NGS
 EE1808
 EE1808                          STATION DESCRIPTION
 EE1808
 EE1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1808'NO MEASUREMENT BETWEEN RMS DUE TO A CYCLONE FENCE ON LINE.
 EE1808'
 EE1808'THE STATION IS LOCATED ABOUT 17 MILES EAST-SOUTHEAST OF ROME,
 EE1808'13.5 MILES NORTHEAST OF ROCKMART, 5 MILES WEST OF CARTERSVILLE
 EE1808'AT THE SITE OF THE GEORGIA POWER COMPANY METEOROLOGICAL STATION
 EE1808'AND ON PROPERTY OWNED BY MR. W. L. WALTER AND MR. GEORGE SHOPSHIRE
 EE1808'OF CARTERSVILLE, GEORGIA.
 EE1808'
 EE1808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND 411,
 EE1808'ABOUT 5 MILES NORTH OF CARTERSVILLE, GO WEST ON HIGHWAY 411 FOR
 EE1808'1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON A
 EE1808'PAVED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 EE1808'SOUTHERLY ON A PAVED ROAD FOR 0.5 MILE TO A CROSSROAD.  CONTINUE
 EE1808'AHEAD, SOUTHERLY, ON THE PAVED ROAD FOR 0.7 MILE TO A REVERSE
 EE1808'Y-FORK.  CONTINUE AHEAD, SOUTHERLY, ON A PAVED ROAD FOR 1 MILE
 EE1808'TO A T-ROAD.  TURN LEFT AND GO EASTERLY ON A PAVED ROAD FOR 0.5
 EE1808'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON A PAVED
 EE1808'ROAD FOR 1.8 MILES TO A CROSSROAD.  CONTINUE AHEAD,
 EE1808'SOUTHERLY, ON A GRAVELED ROAD FOR 0.7 MILE TO A CROSSROAD AND
 EE1808'REFERENCE MARK 1 IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 EE1808'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.5 MILE
 EE1808'TO A SIDE ROAD RIGHT JUST BEFORE REACHING A STANDPIPE.  TURN
 EE1808'RIGHT, PASS THROUGH A LOCKED GATE, AND GO WESTERLY ON A
 EE1808'GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF A HILL, A CYCLONE
 EE1808'FENCE AND THE STATION ON THE RIGHT.
 EE1808'
 EE1808'STATION MARKS ARE STANDARD DISKS STAMPED BOWEN 1972.  THE
 EE1808'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1808'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET
 EE1808'NORTH OF THE CENTER OF A GATE, 20 FEET NORTHWEST OF THE CENTER
 EE1808'OF THE ROAD, AND 4 FEET NORTH OF A METAL WITNESS POST.  THE
 EE1808'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 EE1808'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 EE1808'
 EE1808'REFERENCE MARK 1, A STANDARD DISK STAMPED BOWEN NO 1 1972, IS
 EE1808'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE1808'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH
 EE1808'OF THE CENTER OF A GRAVELED ROAD, 20 FEET WEST OF THE CENTER OF
 EE1808'A GRAVELED ROAD, 3 FEET NORTH OF A UTILITY POLE AND 2 FEET
 EE1808'NORTHWEST OF A METAL WITNESS POST.
 EE1808'
 EE1808'REFERENCE MARK 2, A STANDARD DISK STAMPED BOWEN NO 2 1972, IS
 EE1808'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT IS FLUSH
 EE1808'WITH THE GROUND SURFACE.  IT IS 36.5 FEET SOUTH OF THE METAL
 EE1808'WITNESS POST, 21 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 EE1808'ROAD AND 2 FEET NORTHEAST OF THE CYCLONE FENCE.
 EE1808'
 EE1808'REFERENCE MARK 3, A STANDARD DISK STAMPED BOWEN NO 3 1972, IS
 EE1808'CEMENTED IN A DRILL HOLE IN A 4 FEET BY 2 FEET BOULDER THAT IS FLUSH
 EE1808'WITH THE GROUND SURFACE.  IT IS 48 FEET WEST OF THE METAL WITNESS
 EE1808'POST, 12 FEET WEST OF A FENCE CORNER AND 8 FEET WEST OF THE FENCE.
 EE1808'
 EE1808'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1364 ***********************************************************************
 DF1364  DESIGNATION -  BOWEN AZ MK
 DF1364  PID         -  DF1364
 DF1364  STATE/COUNTY-  GA/RICHMOND
 DF1364  USGS QUAD   -  HEPHZIBAH (1980)
 DF1364
 DF1364                         *CURRENT SURVEY CONTROL
 DF1364  ___________________________________________________________________
 DF1364* NAD 83(1994)-  33 19 18.42356(N)    082 03 37.22623(W)     ADJUSTED  
 DF1364* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 DF1364  ___________________________________________________________________
 DF1364  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 DF1364  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DF1364
 DF1364  HORZ ORDER  -  SECOND
 DF1364
 DF1364.The horizontal coordinates were established by classical geodetic methods
 DF1364.and adjusted by the National Geodetic Survey in September 1997..
 DF1364
 DF1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1364
 DF1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1364
 DF1364.The geoid height was determined by GEOID03.
 DF1364
 DF1364;                    North         East     Units Scale Factor Converg.
 DF1364;SPC GA E     -   368,291.097   209,899.297   MT  0.99990121   +0 03 30.3
 DF1364;SPC GA E     - 1,208,301.71    688,644.61   sFT  0.99990121   +0 03 30.3
 DF1364;UTM  17      - 3,687,462.618   401,306.268   MT  0.99972009   -0 34 57.1
 DF1364
 DF1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1364!SPC GA E     -   0.99998598  x   0.99990121  =   0.99988719
 DF1364!UTM  17      -   0.99998598  x   0.99972009  =   0.99970608
 DF1364
 DF1364                          SUPERSEDED SURVEY CONTROL
 DF1364
 DF1364  NAD 83(1986)-  33 19 18.42818(N)    082 03 37.22166(W) AD(       ) 2
 DF1364  NAD 27      -  33 19 17.91912(N)    082 03 37.79753(W) AD(       ) 2
 DF1364  NGVD 29 (07/19/86)  119.4    (m)          392.     (f) VERT ANG       
 DF1364
 DF1364.Superseded values are not recommended for survey control.
 DF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1364.See file dsdata.txt to determine how the superseded data were derived.
 DF1364
 DF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0130687463(NAD 83)
 DF1364_MARKER: DZ = AZIMUTH MARK DISK
 DF1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1364+STABILITY: SURFACE MOTION
 DF1364
 DF1364  HISTORY     - Date     Condition        Report By
 DF1364  HISTORY     - 1980     MONUMENTED       GADT
 DF1364
 DF1364                          STATION DESCRIPTION
 DF1364
 DF1364'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1364'THE STATION IS LOCATED ABOUT 3.55 KM (2-1/4 MI) EAST-NORTHEAST OF
 DF1364'HEPHZIBAH, 26.25 KM (16-1/4 MI) NORTH OF WAYNESBORO, AND 19.25 KM
 DF1364'(12 MI) SOUTH-SOUTHWEST OF AUGUSTA.
 DF1364'OWNERSHIP--STATE RIGHT OF WAY.
 DF1364'
 DF1364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1364'(STATE ROUTE 21) AND STATE ROUTE 88 ABOUT 3.5 KM (2-1/4 MI)
 DF1364'EAST-NORTHEAST OF HEPHZIBAH, GO SOUTHEAST ALONG U.S. HIGHWAY 25
 DF1364'(STATE ROUTE 21) FOR 0.35 KM (0.2 MI) TO THE STATION ON THE LEFT.
 DF1364'
 DF1364'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 DF1364'STAMPED---BOWEN 1980---,
 DF1364'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1364'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1364'8.38 METERS (27.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1364'U.S. HIGHWAY 25 (STATE ROUTE 21),
 DF1364'0.91 METER (3 FT) WEST-SOUTHWEST FROM THE EDGE OF THE FIELD,
 DF1364'1.15 METERS (3.8 FT) NORTH FROM A POWER POLE, AND
 DF1364'0.79 METER (2.6 FT) NORTH FROM A WITNESS POST.
 DF1364'
 DF1364'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1364'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1364'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1480 ***********************************************************************
 ED1480  DESIGNATION -  BOWERSVILLE BAPTIST CH SPIRE
 ED1480  PID         -  ED1480
 ED1480  STATE/COUNTY-  GA/HART
 ED1480  USGS QUAD   -  ROYSTON (1959)
 ED1480
 ED1480                         *CURRENT SURVEY CONTROL
 ED1480  ___________________________________________________________________
 ED1480* NAD 83(1994)-  34 22 27.98110(N)    083 04 54.98003(W)     ADJUSTED  
 ED1480* NAVD 88     -                                                        
 ED1480  ___________________________________________________________________
 ED1480  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 ED1480  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ED1480
 ED1480  HORZ ORDER  -  THIRD
 ED1480
 ED1480.The horizontal coordinates were established by classical geodetic methods
 ED1480.and adjusted by the National Geodetic Survey in September 1997..
 ED1480
 ED1480
 ED1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1480
 ED1480.The geoid height was determined by GEOID03.
 ED1480
 ED1480;                    North         East     Units Scale Factor Converg.
 ED1480;SPC GA E     -   485,414.118   115,822.700   MT  0.99998731   -0 31 00.5
 ED1480;SPC GA E     - 1,592,562.82    379,994.97   sFT  0.99998731   -0 31 00.5
 ED1480;SPC SC       -   283,731.655   418,146.553   MT  0.99986923   -1 09 15.2
 ED1480;SPC SC       -   930,878.13  1,371,871.89   iFT  0.99986923   -1 09 15.2
 ED1480;UTM  17      - 3,805,638.494   308,569.762   MT  1.00005172   -1 10 32.9
 ED1480
 ED1480                          SUPERSEDED SURVEY CONTROL
 ED1480
 ED1480  NAD 83(1986)-  34 22 27.97148(N)    083 04 54.94756(W) AD(       ) 4
 ED1480  NAD 27      -  34 22 27.76000(N)    083 04 55.70000(W) AD(       ) 3
 ED1480
 ED1480.Superseded values are not recommended for survey control.
 ED1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1480.See file dsdata.txt to determine how the superseded data were derived.
 ED1480
 ED1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0857005638(NAD 83)
 ED1480_MARKER: 90 = CHURCH SPIRE
 ED1480
 ED1480  HISTORY     - Date     Condition        Report By
 ED1480  HISTORY     - 1902     FIRST OBSERVED   CGS
 ED1480  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ED1480
 ED1480                          STATION DESCRIPTION
 ED1480
 ED1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1480'THE SUBJECT STATION IS DESTROYED.  THE 1886 FRAME BUILDING
 ED1480'REPORTEDLY AND OBVIOUSLY HAS BEEN REMOVED.  THE PRESENT BRICK
 ED1480'CHURCH WAS BUILT IN 1939 (SO SAYS THE CORNERSTONE) AND HAS
 ED1480'NO STEEPLE NOR EVEN A BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2649 ***********************************************************************
 BD2649  DESIGNATION -  BOWIE
 BD2649  PID         -  BD2649
 BD2649  STATE/COUNTY-  GA/CLINCH
 BD2649  USGS QUAD   -  HEADLIGHT (1994)
 BD2649
 BD2649                         *CURRENT SURVEY CONTROL
 BD2649  ___________________________________________________________________
 BD2649* NAD 83(1994)-  30 48 15.93519(N)    082 41 46.60990(W)     ADJUSTED  
 BD2649* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BD2649  ___________________________________________________________________
 BD2649  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BD2649  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD2649
 BD2649  HORZ ORDER  -  SECOND
 BD2649
 BD2649.The horizontal coordinates were established by classical geodetic methods
 BD2649.and adjusted by the National Geodetic Survey in September 1997..
 BD2649
 BD2649.The orthometric height was scaled from a topographic map.
 BD2649
 BD2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2649
 BD2649.The geoid height was determined by GEOID03.
 BD2649
 BD2649;                    North         East     Units Scale Factor Converg.
 BD2649;SPC GA E     -    89,289.151   149,321.408   MT  0.99993167   -0 16 16.4
 BD2649;SPC GA E     -   292,942.82    489,898.65   sFT  0.99993167   -0 16 16.4
 BD2649;SPC FL N     -   201,387.560   772,608.002   MT  1.00001009   +0 54 23.1
 BD2649;SPC FL N     -   660,719.02  2,534,798.09   sFT  1.00001009   +0 54 23.1
 BD2649;UTM  17      - 3,409,158.201   337,721.874   MT  0.99992486   -0 52 07.9
 BD2649
 BD2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2649!SPC GA E     -   0.99999771  x   0.99993167  =   0.99992938
 BD2649!SPC FL N     -   0.99999771  x   1.00001009  =   1.00000780
 BD2649!UTM  17      -   0.99999771  x   0.99992486  =   0.99992257
 BD2649
 BD2649:                Primary Azimuth Mark                     Grid Az
 BD2649:SPC GA E     -  MELTON                                   130 55 34.1
 BD2649:SPC FL N     -  MELTON                                   129 44 54.6
 BD2649:UTM  17      -  MELTON                                   131 31 25.6
 BD2649
 BD2649|---------------------------------------------------------------------|
 BD2649| PID    Reference Object                     Distance      Geod. Az  |
 BD2649|                                                           dddmmss.s |
 BD2649| BD2650 MELTON                              APPROX. 3.2 KM 1303917.7 |
 BD2649| CW4666 BOWIE RM                             18.250 METERS 17600     |
 BD2649|---------------------------------------------------------------------|
 BD2649
 BD2649                          SUPERSEDED SURVEY CONTROL
 BD2649
 BD2649  NAD 83(1986)-  30 48 15.95071(N)    082 41 46.61878(W) AD(       ) 2
 BD2649  NAD 27      -  30 48 15.19100(N)    082 41 47.12700(W) AD(       ) 2
 BD2649
 BD2649.Superseded values are not recommended for survey control.
 BD2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2649.See file dsdata.txt to determine how the superseded data were derived.
 BD2649
 BD2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ3772209158(NAD 83)
 BD2649_MARKER: DS = TRIANGULATION STATION DISK
 BD2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2649
 BD2649  HISTORY     - Date     Condition        Report By
 BD2649  HISTORY     - 1917     MONUMENTED       CGS
 BD2649
 BD2649                          STATION DESCRIPTION
 BD2649
 BD2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (MEL)
 BD2649'ABOUT ONE MILE SOUTH OF HEADLIGHT STATION ON THE GEORGIA,
 BD2649'SOUTHERN AND FLORIDA RAILWAY, 110 METERS (361 FEET) SOUTH
 BD2649'OF STATION ONE MILE SIGN, 350 METERS (1148 FEET) NORTH OF
 BD2649'MILEPOST 187, AND 7.57 METERS (24.8 FEET) WEST OF WEST RAIL.
 BD2649'REFERENCE MARK IS A NAIL OR BOLT SET IN CONCRETE
 BD2649'MOUND, 20.60 METERS (67.6 FEET) WEST OF WEST RAIL, 18.25
 BD2649'METERS (59.9 FEET) FROM STATION IN GRID AZIMUTH 356 DEG 17
 BD2649'MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1478 ***********************************************************************
 BR1478  DESIGNATION -  BOWIE
 BR1478  PID         -  BR1478
 BR1478  STATE/COUNTY-  GA/GLYNN
 BR1478  USGS QUAD   -  COX (1978)
 BR1478
 BR1478                         *CURRENT SURVEY CONTROL
 BR1478  ___________________________________________________________________
 BR1478* NAD 83(1994)-  31 25 26.63280(N)    081 36 54.06964(W)     ADJUSTED  
 BR1478* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 BR1478  ___________________________________________________________________
 BR1478  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 BR1478  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 BR1478
 BR1478  HORZ ORDER  -  FIRST
 BR1478
 BR1478.The horizontal coordinates were established by classical geodetic methods
 BR1478.and adjusted by the National Geodetic Survey in September 1997..
 BR1478
 BR1478.The orthometric height was scaled from a topographic map.
 BR1478
 BR1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1478
 BR1478.The geoid height was determined by GEOID03.
 BR1478
 BR1478;                    North         East     Units Scale Factor Converg.
 BR1478;SPC GA E     -   157,994.143   252,445.214   MT  0.99993391   +0 17 15.4
 BR1478;SPC GA E     -   518,352.45    828,230.67   sFT  0.99993391   +0 17 15.4
 BR1478;UTM  17      - 3,476,764.065   441,547.438   MT  0.99964214   -0 19 14.4
 BR1478
 BR1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1478!SPC GA E     -   1.00000409  x   0.99993391  =   0.99993800
 BR1478!UTM  17      -   1.00000409  x   0.99964214  =   0.99964622
 BR1478
 BR1478:                Primary Azimuth Mark                     Grid Az
 BR1478:SPC GA E     -  ALTAMAHA                                 071 34 43.9
 BR1478:UTM  17      -  ALTAMAHA                                 072 11 13.7
 BR1478
 BR1478|---------------------------------------------------------------------|
 BR1478| PID    Reference Object                     Distance      Geod. Az  |
 BR1478|                                                           dddmmss.s |
 BR1478| BR1479 ALTAMAHA                            APPROX. 1.5 KM 0715159.3 |
 BR1478| CW4667 BOWIE RM                             32.040 METERS 16253     |
 BR1478|---------------------------------------------------------------------|
 BR1478
 BR1478                          SUPERSEDED SURVEY CONTROL
 BR1478
 BR1478  NAD 83(1986)-  31 25 26.64443(N)    081 36 54.07493(W) AD(       ) 1
 BR1478  NAD 27      -  31 25 25.83900(N)    081 36 54.69400(W) AD(       ) 1
 BR1478
 BR1478.Superseded values are not recommended for survey control.
 BR1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1478.See file dsdata.txt to determine how the superseded data were derived.
 BR1478
 BR1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4154776764(NAD 83)
 BR1478_MARKER: DS = TRIANGULATION STATION DISK
 BR1478_SETTING: 0 = UNSPECIFIED SETTING
 BR1478
 BR1478  HISTORY     - Date     Condition        Report By
 BR1478  HISTORY     - 1918     MONUMENTED       CGS
 BR1478  HISTORY     - 1933     GOOD             CGS
 BR1478  HISTORY     - 1952     GOOD             CGS
 BR1478
 BR1478                          STATION DESCRIPTION
 BR1478
 BR1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BR1478'JUST W OF THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY AT THE
 BR1478'CURVE AT MILEPOST 82, 2-3/4 MILES N OF EVERETT DEPOT, AT
 BR1478'THE INTERSECTION OF THE S TANGENT TO W RAIL AND THE N TANGENT
 BR1478'TO THE E RAIL, AND 41.94 METERS (137.6 FEET) W OF THE W RAIL.
 BR1478'
 BR1478'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 BR1478'IN CONCRETE.
 BR1478'
 BR1478'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 11.52
 BR1478'METERS (37.8 FEET) W OF THE W RAIL, ON THE RIGHT-OF-WAY FENCE
 BR1478'LINE, AND 32.04 METERS (105.1 FEET) FROM STATION IN GRID
 BR1478'AZIMUTH 342 DEG 35 MIN.
 BR1478
 BR1478                          STATION RECOVERY (1952)
 BR1478
 BR1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1478'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BR1478'THE DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL
 BR1478'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 BR1478'INADEQUATE FOR PRESENT DAY RECOVERY.  A NEW DESCRIPTION
 BR1478'FOLLOWS--
 BR1478'
 BR1478'STATION IS LOCATED 2-3/4 MI. N OF EVERETT DEPOT, ABOUT 3500
 BR1478'FT. S OF THE ALTAMAHA RIVER TRESTLE, JUST W OF THE SEABOARD
 BR1478'AIRLINE RAILWAY RIGHT-OF-WAY, AND AT THE INTERSECTION OF THE
 BR1478'S TANGENT TO THE W RAIL AND THE N TANGENT TO THE E RAIL.
 BR1478'IT IS 145.0 FT. W OF THE W RAIL, 132.0 FT. NW OF TELEGRAPH
 BR1478'POLE L 6, AND 9.6 FT. NE OF AN 8-IN. BLAZED PINE TREE.  IT
 BR1478'IS A STANDARD STATION DISK, STAMPED BOWIE 1918 AND SET IN
 BR1478'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BR1478'
 BR1478'REFERENCE MARK IS E OF THE STATION, 37.8 FT. W OF THE W RAIL,
 BR1478'AND 43.0 FT. N OF TELEGRAPH POLE L 6.  IT IS A STANDARD DISK,
 BR1478'STAMPED BOWIE 1918 AND SET IN THE TOP OF A CONCRETE POST
 BR1478'PROJECTING 12 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2467 ***********************************************************************
 ED2467  DESIGNATION -  BOWMAN ELBERT LOT
 ED2467  PID         -  ED2467
 ED2467  STATE/COUNTY-  GA/ELBERT
 ED2467  USGS QUAD   -  DEWY ROSE (1973)
 ED2467
 ED2467                         *CURRENT SURVEY CONTROL
 ED2467  ___________________________________________________________________
 ED2467* NAD 83(1994)-  34 11 47.10978(N)    082 59 29.85979(W)     ADJUSTED  
 ED2467* NAVD 88     -                                                        
 ED2467  ___________________________________________________________________
 ED2467  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 ED2467  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED2467
 ED2467  HORZ ORDER  -  THIRD
 ED2467
 ED2467.The horizontal coordinates were established by classical geodetic methods
 ED2467.and adjusted by the National Geodetic Survey in September 1997..
 ED2467
 ED2467
 ED2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2467
 ED2467.The geoid height was determined by GEOID03.
 ED2467
 ED2467;                    North         East     Units Scale Factor Converg.
 ED2467;SPC GA E     -   465,596.813   123,968.645   MT  0.99997124   -0 27 49.2
 ED2467;SPC GA E     - 1,527,545.54    406,720.46   sFT  0.99997124   -0 27 49.2
 ED2467;UTM  17      - 3,785,727.937   316,488.186   MT  1.00001514   -1 07 10.8
 ED2467
 ED2467                          SUPERSEDED SURVEY CONTROL
 ED2467
 ED2467  NAD 83(1986)-  34 11 47.11769(N)    082 59 29.85864(W) AD(       ) 4
 ED2467  NAD 27      -  34 11 46.73256(N)    082 59 30.34918(W) AD(       ) 3
 ED2467
 ED2467.Superseded values are not recommended for survey control.
 ED2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2467.See file dsdata.txt to determine how the superseded data were derived.
 ED2467
 ED2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1648885728(NAD 83)
 ED2467_MARKER: 57 = LOOKOUT TOWER
 ED2467
 ED2467  HISTORY     - Date     Condition        Report By
 ED2467  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED2467
 ED2467                          STATION DESCRIPTION
 ED2467
 ED2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED2467'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE BOWMAN
 ED2467'ELBERT COUNTY GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT
 ED2467'IS A STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED SKELETON
 ED2467'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 90 FEET HIGH.
 ED2467'
 ED2467'LOCATED AIRLINE ABOUT 2.3 MILES EAST-SOUTHEAST OF THE CENTER OF
 ED2467'BOWMAN, ABOUT 0.1 MILE NORTH OF STATE HIGHWAY 17 AND 100 FEET NORTH
 ED2467'OF THE CENTERLINE OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1522 ***********************************************************************
 ED1522  DESIGNATION -  BOWMAN MUN TANK
 ED1522  PID         -  ED1522
 ED1522  STATE/COUNTY-  GA/ELBERT
 ED1522  USGS QUAD   -  BOWMAN (1972)
 ED1522
 ED1522                         *CURRENT SURVEY CONTROL
 ED1522  ___________________________________________________________________
 ED1522* NAD 83(1994)-  34 12 15.44513(N)    083 01 49.72727(W)     ADJUSTED  
 ED1522* NAVD 88     -                                                        
 ED1522  ___________________________________________________________________
 ED1522  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ED1522  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED1522
 ED1522  HORZ ORDER  -  THIRD
 ED1522
 ED1522.The horizontal coordinates were established by classical geodetic methods
 ED1522.and adjusted by the National Geodetic Survey in September 1997..
 ED1522
 ED1522
 ED1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1522
 ED1522.The geoid height was determined by GEOID03.
 ED1522
 ED1522;                    North         East     Units Scale Factor Converg.
 ED1522;SPC GA E     -   466,499.515   120,395.199   MT  0.99997809   -0 29 08.2
 ED1522;SPC GA E     - 1,530,507.16    394,996.58   sFT  0.99997809   -0 29 08.2
 ED1522;UTM  17      - 3,786,671.543   312,925.138   MT  1.00003141   -1 08 30.3
 ED1522
 ED1522                          SUPERSEDED SURVEY CONTROL
 ED1522
 ED1522  NAD 83(1986)-  34 12 15.45304(N)    083 01 49.72616(W) AD(       ) 4
 ED1522  NAD 27      -  34 12 15.06874(N)    083 01 50.20457(W) AD(       ) 3
 ED1522
 ED1522.Superseded values are not recommended for survey control.
 ED1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1522.See file dsdata.txt to determine how the superseded data were derived.
 ED1522
 ED1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1292586672(NAD 83)
 ED1522_MARKER: 53 = ELEVATED TANK
 ED1522
 ED1522  HISTORY     - Date     Condition        Report By
 ED1522  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1522
 ED1522                          STATION DESCRIPTION
 ED1522
 ED1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1522'THE STATION IS THE BALL TOP CENTER OF THE BOWMAN MUNICIPAL WATER
 ED1522'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP AND
 ED1522'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR I-BEAM LEGS.  IT IS SILVER
 ED1522'IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ED1522'
 ED1522'LOCATED IN BOWMAN ABOUT 1/2 BLOCK SOUTH OF THE TOWN SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0155 ***********************************************************************
 CK0155  DESIGNATION -  BOX=A 43
 CK0155  PID         -  CK0155
 CK0155  STATE/COUNTY-  GA/BULLOCH
 CK0155  USGS QUAD   -  STATESBORO (1993)
 CK0155
 CK0155                         *CURRENT SURVEY CONTROL
 CK0155  ___________________________________________________________________
 CK0155* NAD 83(1994)-  32 25 28.02701(N)    081 47 50.09907(W)     ADJUSTED  
 CK0155* NAVD 88     -        70.124  (meters)     230.07   (feet)  POSTED    
 CK0155  ___________________________________________________________________
 CK0155  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 CK0155  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 CK0155  DYNAMIC HT  -          70.040 (meters)     229.79  (feet)  COMP
 CK0155  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CK0155
 CK0155  HORZ ORDER  -  FIRST
 CK0155  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CK0155
 CK0155.The horizontal coordinates were established by classical geodetic methods
 CK0155.and adjusted by the National Geodetic Survey in September 1997..
 CK0155
 CK0155.The orthometric height was determined by differential leveling
 CK0155.and adjusted by the National Geodetic Survey in 1992..
 CK0155.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CK0155.rate of 1.1 thru 2.0 mm/km.
 CK0155
 CK0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0155
 CK0155.The geoid height was determined by GEOID03.
 CK0155
 CK0155.The dynamic height is computed by dividing the NAVD 88
 CK0155.geopotential number by the normal gravity value computed on the
 CK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0155.degrees latitude (g = 980.6199 gals.).
 CK0155
 CK0155.The modeled gravity was interpolated from observed gravity values.
 CK0155
 CK0155;                    North         East     Units Scale Factor Converg.
 CK0155;SPC GA E     -   268,839.912   234,742.228   MT  0.99991488   +0 11 53.1
 CK0155;SPC GA E     -   882,018.94    770,150.13   sFT  0.99991488   +0 11 53.1
 CK0155;UTM  17      - 3,587,764.199   425,043.439   MT  0.99966928   -0 25 39.0
 CK0155
 CK0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0155!SPC GA E     -   0.99999369  x   0.99991488  =   0.99990857
 CK0155!UTM  17      -   0.99999369  x   0.99966928  =   0.99966297
 CK0155
 CK0155:                Primary Azimuth Mark                     Grid Az
 CK0155:SPC GA E     -  BRICK=Z 42                               216 18 37.8
 CK0155:UTM  17      -  BRICK=Z 42                               216 56 09.9
 CK0155
 CK0155|---------------------------------------------------------------------|
 CK0155| PID    Reference Object                     Distance      Geod. Az  |
 CK0155|                                                           dddmmss.s |
 CK0155| CK0152 BRICK=Z 42                          APPROX. 3.2 KM 2163030.9 |
 CK0155| CK4547 BOX RM                                8.701 METERS 35500     |
 CK0155|---------------------------------------------------------------------|
 CK0155
 CK0155                          SUPERSEDED SURVEY CONTROL
 CK0155
 CK0155  NAD 83(1986)-  32 25 28.01477(N)    081 47 50.09890(W) AD(       ) 1
 CK0155  NAD 27      -  32 25 27.38200(N)    081 47 50.69500(W) AD(       ) 1
 CK0155
 CK0155.Superseded values are not recommended for survey control.
 CK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0155.See file dsdata.txt to determine how the superseded data were derived.
 CK0155
 CK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2504387764(NAD 83)
 CK0155_MARKER: DS = TRIANGULATION STATION DISK
 CK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0155
 CK0155  HISTORY     - Date     Condition        Report By
 CK0155  HISTORY     - 1918     MONUMENTED       CGS
 CK0155  HISTORY     - 1922     GOOD             CGS
 CK0155  HISTORY     - 1935     MARK NOT FOUND   CGS
 CK0155  HISTORY     - 1950     MARK NOT FOUND   CGS
 CK0155
 CK0155                          STATION DESCRIPTION
 CK0155
 CK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CK0155'ABOUT 2-1/4 MILES WEST OF STATESBORO DEPOT, ON THE NORTH
 CK0155'SIDE OF CENTRAL OF GEORGIA RAILWAY, 350 METERS (1148 FEET)
 CK0155'WEST OF MILEPOST 65 TO BREWTON, 3.385 METERS (11.11 FEET)
 CK0155'FROM NORTH RAIL, ON LEVEL GROUND AT THE FOOT OF HIGH BANK.
 CK0155'REFERENCE MARK=B-43 IS 8.701 METERS (28.55
 CK0155'FEET) FROM STATION IN GRID AZIMUTH 174 DEG 48 MIN.
 CK0155
 CK0155                          STATION RECOVERY (1935)
 CK0155
 CK0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CK0155'THE STATION AND REFERENCE MARKS WERE NOT LOCATED.
 CK0155
 CK0155                          STATION RECOVERY (1950)
 CK0155
 CK0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0155'PROBING WITH A SHOVEL FAILED TO FIND ANY EVIDENCE OF EITHER
 CK0155'STATION OR REFERENCE MARK.  APPARENTLY THE STATION MARK HAS
 CK0155'BEEN REMOVED BY RAILROAD DITCH WIDENING OR COVERED BY WASTE
 CK0155'EARTH THEREFROM, WHILE THE REFERENCE MARK HAS BEEN COVERED
 CK0155'AN ESTIMATED FOOT, AT LEAST, BY EARTH WASHED DOWN FROM THE
 CK0155'HIGH BANK ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2313 ***********************************************************************
 DG2313  DESIGNATION -  BOYCE
 DG2313  PID         -  DG2313
 DG2313  STATE/COUNTY-  GA/LAMAR
 DG2313  USGS QUAD   -  ORCHARD HILL (1982)
 DG2313
 DG2313                         *CURRENT SURVEY CONTROL
 DG2313  ___________________________________________________________________
 DG2313* NAD 83(1994)-  33 09 50.07648(N)    084 12 17.74188(W)     ADJUSTED  
 DG2313* NAVD 88     -       267.351  (meters)     877.13   (feet)  POSTED    
 DG2313  ___________________________________________________________________
 DG2313  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DG2313  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DG2313  DYNAMIC HT  -         267.050 (meters)     876.15  (feet)  COMP
 DG2313  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 DG2313
 DG2313  HORZ ORDER  -  FIRST
 DG2313  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG2313
 DG2313.The horizontal coordinates were established by classical geodetic methods
 DG2313.and adjusted by the National Geodetic Survey in September 1997..
 DG2313
 DG2313.The orthometric height was determined by differential leveling
 DG2313.and adjusted by the National Geodetic Survey in 1992..
 DG2313.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG2313.rate of 4.1 thru 8.0 mm/km.
 DG2313
 DG2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2313
 DG2313.The geoid height was determined by GEOID03.
 DG2313
 DG2313.The dynamic height is computed by dividing the NAVD 88
 DG2313.geopotential number by the normal gravity value computed on the
 DG2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2313.degrees latitude (g = 980.6199 gals.).
 DG2313
 DG2313.The modeled gravity was interpolated from observed gravity values.
 DG2313
 DG2313;                    North         East     Units Scale Factor Converg.
 DG2313;SPC GA W     -   350,778.819   696,431.310   MT  0.99990016   -0 01 15.3
 DG2313;SPC GA W     - 1,150,846.84  2,284,875.06   sFT  0.99990016   -0 01 15.3
 DG2313;UTM  16      - 3,672,937.984   760,661.922   MT  1.00043781   +1 31 47.5
 DG2313
 DG2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2313!SPC GA W     -   0.99996245  x   0.99990016  =   0.99986261
 DG2313!UTM  16      -   0.99996245  x   1.00043781  =   1.00040024
 DG2313
 DG2313|---------------------------------------------------------------------|
 DG2313| PID    Reference Object                     Distance      Geod. Az  |
 DG2313|                                                           dddmmss.s |
 DG2313| DG2314 GRIT                                286.728 METERS 00033     |
 DG2313| DG2312 PLUG                                APPROX. 0.8 KM 2005336.3 |
 DG2313| CZ2860 BOYCE RM                              8.655 METERS 22856     |
 DG2313|---------------------------------------------------------------------|
 DG2313
 DG2313                          SUPERSEDED SURVEY CONTROL
 DG2313
 DG2313  NAD 83(1986)-  33 09 50.08406(N)    084 12 17.74069(W) AD(       ) 1
 DG2313  NAD 27      -  33 09 49.66000(N)    084 12 18.02400(W) AD(       ) 1
 DG2313
 DG2313.Superseded values are not recommended for survey control.
 DG2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2313.See file dsdata.txt to determine how the superseded data were derived.
 DG2313
 DG2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6066272938(NAD 83)
 DG2313_MARKER: DS = TRIANGULATION STATION DISK
 DG2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2313
 DG2313  HISTORY     - Date     Condition        Report By
 DG2313  HISTORY     - 1917     MONUMENTED       CGS
 DG2313  HISTORY     - 1922     GOOD             CGS
 DG2313  HISTORY     - 1935     SEE DESCRIPTION  CGS
 DG2313
 DG2313                          STATION DESCRIPTION
 DG2313
 DG2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 DG2313'ABOUT 2-1/2 MILES EAST OF UPATOI, ON THE CENTRAL OF GEORGIA
 DG2313'RAILWAY, 2-1/2 RAILS EAST OF RAILROAD TRESTLE M-270.7, 2.596
 DG2313'METERS (8.52 FEET) TO RIGHT FROM RAIL.
 DG2313'REFERENCE MARK IS NAIL
 DG2313'OR BOLT IN CONCRETE MOUND, 10.65 METERS (34.9 FEET) FROM STATION
 DG2313'IN GRID AZIMUTH 73 DEG 03 MIN.
 DG2313
 DG2313                          STATION RECOVERY (1935)
 DG2313
 DG2313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DG2313'STATION MARK FOUND DESTROYED AND NEW STATION ESTABLISHED BY THE
 DG2313'GEORGIA GEODETIC SURVEY WHICH IS STAMPED BOYCE 2 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2029 ***********************************************************************
 CM2029  DESIGNATION -  BOYCE
 CM2029  PID         -  CM2029
 CM2029  STATE/COUNTY-  GA/MUSCOGEE
 CM2029  USGS QUAD   -  UPATOI (1985)
 CM2029
 CM2029                         *CURRENT SURVEY CONTROL
 CM2029  ___________________________________________________________________
 CM2029* NAD 83(1994)-  32 32 14.60425(N)    084 41 41.64452(W)     ADJUSTED  
 CM2029* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CM2029  ___________________________________________________________________
 CM2029  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 CM2029  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CM2029
 CM2029  HORZ ORDER  -  FIRST
 CM2029
 CM2029.The horizontal coordinates were established by classical geodetic methods
 CM2029.and adjusted by the National Geodetic Survey in September 1997..
 CM2029
 CM2029.The orthometric height was scaled from a topographic map.
 CM2029
 CM2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2029
 CM2029.The geoid height was determined by GEOID03.
 CM2029
 CM2029;                    North         East     Units Scale Factor Converg.
 CM2029;SPC GA W     -   281,425.926   650,383.438   MT  0.99993035   -0 17 02.8
 CM2029;SPC GA W     -   923,311.56  2,133,799.66   sFT  0.99993035   -0 17 02.8
 CM2029;UTM  16      - 3,602,346.727   716,474.222   MT  1.00017789   +1 14 25.0
 CM2029
 CM2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2029!SPC GA W     -   0.99998729  x   0.99993035  =   0.99991764
 CM2029!UTM  16      -   0.99998729  x   1.00017789  =   1.00016518
 CM2029
 CM2029|---------------------------------------------------------------------|
 CM2029| PID    Reference Object                     Distance      Geod. Az  |
 CM2029|                                                           dddmmss.s |
 CM2029| CY8101 BOYCE RM                                           25246     |
 CM2029| CM2043 MACIE                               288.466 METERS 27304     |
 CM2029|---------------------------------------------------------------------|
 CM2029
 CM2029                          SUPERSEDED SURVEY CONTROL
 CM2029
 CM2029  NAD 83(1994)-  32 32 14.60982(N)    084 41 41.64474(W) AD(       ) 1
 CM2029  NAD 83(1986)-  32 32 14.61099(N)    084 41 41.64493(W) AD(       ) 1
 CM2029  NAD 27      -  32 32 14.10400(N)    084 41 41.91800(W) AD(       ) 1
 CM2029
 CM2029.Superseded values are not recommended for survey control.
 CM2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2029.See file dsdata.txt to determine how the superseded data were derived.
 CM2029
 CM2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1647402347(NAD 83)
 CM2029_MARKER: DS = TRIANGULATION STATION DISK
 CM2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2029
 CM2029  HISTORY     - Date     Condition        Report By
 CM2029  HISTORY     - 1917     MONUMENTED       CGS
 CM2029  HISTORY     - 1934     SEE DESCRIPTION  CGS
 CM2029  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CM2029
 CM2029                          STATION DESCRIPTION
 CM2029
 CM2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 CM2029'ABOUT 1-3/4 MILES SOUTH OF ORCHARD HILL, 9-1/2 RAILS NORTH OF
 CM2029'SEMAPHORE SIGNAL BOARD 2436, AND 11.085 METERS (36.37 FEET) TO
 CM2029'RIGHT OF RAIL.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM2029'REFERENCE MARK IS 8.655 METERS (28.40
 CM2029'FEET) FROM STATION.
 CM2029
 CM2029                          STATION RECOVERY (1934)
 CM2029
 CM2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CM2029'IN 1934, REPORTED
 CM2029'MONUMENT FOUND IN PLACE, BUT WITH TOP OF DISK BROKEN OFF.
 CM2029
 CM2029                          STATION RECOVERY (1954)
 CM2029
 CM2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2029'THE STATION AND SUBSURFACE MARK HAVE BEEN DESTROYED.  A ROAD HAS
 CM2029'BEEN BUILT AT THIS SITE DESTROYING THE MARKS.  THE REFERENCE MARK
 CM2029'WAS FOUND IN ITS ORIGINAL POSITION WITH THE DISK REMOVED.
 CM2029'
 CM2029'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1320 ***********************************************************************
 CL1320  DESIGNATION -  BOYD
 CL1320  PID         -  CL1320
 CL1320  STATE/COUNTY-  GA/CRAWFORD
 CL1320  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1320
 CL1320                         *CURRENT SURVEY CONTROL
 CL1320  ___________________________________________________________________
 CL1320* NAD 83(1994)-  32 33 03.82824(N)    083 59 38.94400(W)     ADJUSTED  
 CL1320* NAVD 88     -       114.024  (meters)     374.09   (feet)  ADJUSTED  
 CL1320  ___________________________________________________________________
 CL1320  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CL1320  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CL1320  DYNAMIC HT  -         113.900 (meters)     373.69  (feet)  COMP
 CL1320  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 CL1320
 CL1320  HORZ ORDER  -  FIRST
 CL1320  VERT ORDER  -  FIRST     CLASS II
 CL1320
 CL1320.The horizontal coordinates were established by classical geodetic methods
 CL1320.and adjusted by the National Geodetic Survey in September 1997..
 CL1320
 CL1320.The orthometric height was determined by differential leveling
 CL1320.and adjusted by the National Geodetic Survey in June 1991..
 CL1320
 CL1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1320
 CL1320.The geoid height was determined by GEOID03.
 CL1320
 CL1320.The dynamic height is computed by dividing the NAVD 88
 CL1320.geopotential number by the normal gravity value computed on the
 CL1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1320.degrees latitude (g = 980.6199 gals.).
 CL1320
 CL1320.The modeled gravity was interpolated from observed gravity values.
 CL1320
 CL1320;                    North         East     Units Scale Factor Converg.
 CL1320;SPC GA W     -   282,832.203   716,201.676   MT  0.99990324   +0 05 34.2
 CL1320;SPC GA W     -   927,925.32  2,349,738.33   sFT  0.99990324   +0 05 34.2
 CL1320;UTM  17      - 3,605,474.563   218,836.696   MT  1.00057493   -1 36 43.4
 CL1320;UTM  16      - 3,605,505.550   782,262.201   MT  1.00058257   +1 37 06.1
 CL1320
 CL1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1320!SPC GA W     -   0.99998623  x   0.99990324  =   0.99988947
 CL1320!UTM  17      -   0.99998623  x   1.00057493  =   1.00056115
 CL1320!UTM  16      -   0.99998623  x   1.00058257  =   1.00056879
 CL1320
 CL1320|---------------------------------------------------------------------|
 CL1320| PID    Reference Object                     Distance      Geod. Az  |
 CL1320|                                                           dddmmss.s |
 CL1320| CL1321 VIRG                                307.885 METERS 05628     |
 CL1320| CM1499 EADS                                APPROX. 0.6 KM 2554548.3 |
 CL1320|---------------------------------------------------------------------|
 CL1320
 CL1320                          SUPERSEDED SURVEY CONTROL
 CL1320
 CL1320  NAD 83(1986)-  32 33 03.83652(N)    083 59 38.94325(W) AD(       ) 1
 CL1320  NAD 27      -  32 33 03.29800(N)    083 59 39.26800(W) AD(       ) 1
 CL1320  NGVD 29 (??/??/92)  114.121  (m)          374.41   (f) ADJ UNCH    1 2
 CL1320
 CL1320.Superseded values are not recommended for survey control.
 CL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1320.See file dsdata.txt to determine how the superseded data were derived.
 CL1320
 CL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS1883705475(NAD 83)
 CL1320_MARKER: DS = TRIANGULATION STATION DISK
 CL1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1320_STAMPING: BOYD 1917 374.697
 CL1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1320+STABILITY: SURFACE MOTION
 CL1320
 CL1320  HISTORY     - Date     Condition        Report By
 CL1320  HISTORY     - 1917     MONUMENTED       CGS
 CL1320  HISTORY     - 1935     GOOD             CGS
 CL1320  HISTORY     - 1954     GOOD             CGS
 CL1320  HISTORY     - 1958     GOOD             NGS
 CL1320
 CL1320                          STATION DESCRIPTION
 CL1320
 CL1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CL1320'AT NAKOMIS, ON THE CENTRAL OF GEORGIA RAILWAY, 4 TELEGRAPH
 CL1320'POLES EAST OF THE EAST SWITCH STAND OF THE SIDE TRACK, 2.25
 CL1320'METERS (7.4 FEET) TO THE LEFT OF THE RAIL, ON THE WESTWARD
 CL1320'TANGENT OF THE NORTH RAIL.
 CL1320'REFERENCE MARK IS NAIL OR
 CL1320'BOLT IN CONCRETE MOUND, 17.00 METERS (55.8 FEET) FROM STATION
 CL1320'IN GRID AZIMUTH 69 DEG 07 MIN.
 CL1320
 CL1320                          STATION RECOVERY (1954)
 CL1320
 CL1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1320'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 CL1320'MARK WAS NOT FOUND AT THE GIVEN DISTANCE AND AZIMUTH.
 CL1320'
 CL1320'LOCATED AT NAKOMIS ALONG THE CENTRAL OF GEORGIA RAILROAD, 0.2
 CL1320'MI. E OF MILEPOST S 227, 7 FT. S OF THE S RAIL, AND DIRECTLY
 CL1320'OPPOSITE THE FOURTH POLE E OF THE E END OF A SWITCH STAND.
 CL1320'IT IS A STANDARD DISK, STAMPED BOYD 1917 374.697 FLUSH WITH
 CL1320'THE GROUND AND ABOUT 1 FT. BELOW THE LEVEL OF THE TRACKS.
 CL1320'
 CL1320'THIS IS A TRAVERSE STATION.
 CL1320
 CL1320                          STATION RECOVERY (1958)
 CL1320
 CL1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CL1320'6.2 MI E FROM REYNOLDS.
 CL1320'ABOUT 6.2 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL1320'THE STATION AT REYNOLDS, 0.2 MILE EAST OF MILEPOST S 227, ABOUT
 CL1320'5 1/2 RAILS EAST OF THE WEST END OF A LONG CURVE WITH TANGENTS
 CL1320'EXTENDING WEST AND NORTHEAST, 9 FEET SOUTH OF THE SOUTH RAIL,
 CL1320'DIRECTLY ACROSS THE TRACK FROM THE SEVENTH TELEPHONE POLE EAST OF
 CL1320'TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL1320'THE MILEPOST, IN A LARGE FILL, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 CL1320'THE TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1973 ***********************************************************************
 CL1973  DESIGNATION -  BOYD
 CL1973  PID         -  CL1973
 CL1973  STATE/COUNTY-  GA/JEFFERSON
 CL1973  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1973
 CL1973                         *CURRENT SURVEY CONTROL
 CL1973  ___________________________________________________________________
 CL1973* NAD 83(1994)-  32 58 26.35535(N)    082 27 51.82552(W)     ADJUSTED  
 CL1973* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 CL1973  ___________________________________________________________________
 CL1973  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CL1973  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CL1973
 CL1973  HORZ ORDER  -  SECOND
 CL1973
 CL1973.The horizontal coordinates were established by classical geodetic methods
 CL1973.and adjusted by the National Geodetic Survey in September 1997..
 CL1973
 CL1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1973
 CL1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1973
 CL1973.The geoid height was determined by GEOID03.
 CL1973
 CL1973;                    North         East     Units Scale Factor Converg.
 CL1973;SPC GA E     -   329,756.138   172,170.809   MT  0.99990955   -0 09 43.4
 CL1973;SPC GA E     - 1,081,874.93    564,863.73   sFT  0.99990955   -0 09 43.4
 CL1973;UTM  17      - 3,649,355.119   363,155.980   MT  0.99983090   -0 47 49.7
 CL1973
 CL1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1973!SPC GA E     -   0.99998894  x   0.99990955  =   0.99989849
 CL1973!UTM  17      -   0.99998894  x   0.99983090  =   0.99981985
 CL1973
 CL1973|---------------------------------------------------------------------|
 CL1973| PID    Reference Object                     Distance      Geod. Az  |
 CL1973|                                                           dddmmss.s |
 CL1973| CL1963 BOYD AZ MK                          295.135 METERS 00120     |
 CL1973| CL1964 BOYD RM 1                            11.712 METERS 00146     |
 CL1973| DF1520 LOUISVILLE JEFFERSON CO TANK        APPROX. 6.5 KM 0543014.2 |
 CL1973| DF1519 LOUISVILLE J CO ELEC TOWER          APPROX. 6.6 KM 0562018.7 |
 CL1973| DF1515 LOUISVILLE RAD STA WPEH MAST        APPROX. 8.1 KM 0565653.7 |
 CL1973| CL1957 LOUISVILLE JEFFERSON CO CRTHSE      APPROX. 5.9 KM 0624634.8 |
 CL1973| CL1950 LOUISVILLE E MUN TANK               APPROX. 7.8 KM 0753657.0 |
 CL1973| CY7255 BOYD RM 2                            11.877 METERS 18249     |
 CL1973|---------------------------------------------------------------------|
 CL1973
 CL1973                          SUPERSEDED SURVEY CONTROL
 CL1973
 CL1973  NAD 83(1986)-  32 58 26.35972(N)    082 27 51.82283(W) AD(       ) 2
 CL1973  NAD 27      -  32 58 25.81208(N)    082 27 52.35659(W) AD(       ) 2
 CL1973  NGVD 29 (07/19/86)   99.5    (m)          326.     (f) VERT ANG       
 CL1973
 CL1973.Superseded values are not recommended for survey control.
 CL1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1973.See file dsdata.txt to determine how the superseded data were derived.
 CL1973
 CL1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6315649355(NAD 83)
 CL1973_MARKER: DS = TRIANGULATION STATION DISK
 CL1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1973
 CL1973  HISTORY     - Date     Condition        Report By
 CL1973  HISTORY     - 1978     MONUMENTED       NGS
 CL1973
 CL1973                          STATION DESCRIPTION
 CL1973
 CL1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1973'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST
 CL1973'OF WADLEY,
 CL1973'6-1/4 MILES NORTH OF BARTOW, 4-1/4 MILES SOUTHWEST OF
 CL1973'LOUISVILLE
 CL1973'AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 CL1973'
 CL1973'TO REACH THE STATION FROM THE POST OFFICE IN LOUISVILLE,
 CL1973'GO NORTH
 CL1973'ON U.S. BUSINESS ROUTE 1 FOR 0.1 MILE TO ITS JUNCTION WITH
 CL1973'U.S. HIGHWAY
 CL1973'221 AND STATE HIGHWAY 24.  TURN LEFT ON U.S. HIGHWAY 221
 CL1973'AND STATE HIGHWAY 24 AND GO WEST FOR 3.55 MILES TO WHERE
 CL1973'U.S. HIGHWAY
 CL1973'221 TURNS SOUTH.  TURN LEFT ON HIGHWAY 221 AND GO SOUTH
 CL1973'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CL1973'SOUTH
 CL1973'HIGHWAY 221 FOR 0.15 MILES TO THE STATION ON THE LEFT AS
 CL1973'DESCRIBED.
 CL1973'
 CL1973'THE STATION IS A STANDARD NGS DISK
 CL1973'STAMPED---BOYD 1978---,
 CL1973'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1973'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 CL1973'47.4 FEET EAST FROM THE CENTER OF U.S. HIGHWAY 221,
 CL1973'11 FEET NORTH OF A UTILITY POLE AND
 CL1973'1 FOOT WEST OF A HAY FIELD.
 CL1973'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL1973'STAMPED---BOYD 1978---,
 CL1973'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CL1973'BELOW THE GROUND SURFACE.
 CL1973'
 CL1973'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1973'STAMPED---BOYD NO 1 1978---,
 CL1973'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1973'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 CL1973'49.5 FEET NORTH FROM THE UTILITY POLE,
 CL1973'46.8 FEET EAST OF THE CENTER OF HIGHWAY 221
 CL1973'AND 1 FOOT WEST OF A HAY FIELD.
 CL1973'MARK IS LEVEL WITH STATION.
 CL1973'
 CL1973'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL1973'STAMPED---BOYD NO 2 1978---,
 CL1973'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1973'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 CL1973'46.4 FEET EAST FROM THE CENTER OF HIGHWAY 221,
 CL1973'28 FEET SOUTH FROM THE UTILITY POLE
 CL1973'AND 1 FOOT WEST OF THE HAY FIELD.
 CL1973'MARK IS LEVEL WITH STATION.
 CL1973'
 CL1973'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1973'STAMPED---BOYD 1978---,
 CL1973'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1973'DIAMETER RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 CL1973'39 FEET EAST FROM THE CENTER OF U.S. HIGHWAY 221,
 CL1973'23 FEET NORTH-NORTHWEST OF A CHAIN LINK FENCE AND
 CL1973'8 FEET WEST OF A UTILITY POLE WITH TRANSFORMER.
 CL1973'
 CL1973'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1963 ***********************************************************************
 CL1963  DESIGNATION -  BOYD AZ MK
 CL1963  PID         -  CL1963
 CL1963  STATE/COUNTY-  GA/JEFFERSON
 CL1963  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1963
 CL1963                         *CURRENT SURVEY CONTROL
 CL1963  ___________________________________________________________________
 CL1963* NAD 83(1994)-  32 58 35.93300(N)    082 27 51.56239(W)     ADJUSTED  
 CL1963* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL1963  ___________________________________________________________________
 CL1963  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 CL1963  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CL1963
 CL1963  HORZ ORDER  -  SECOND
 CL1963
 CL1963.The horizontal coordinates were established by classical geodetic methods
 CL1963.and adjusted by the National Geodetic Survey in September 1997..
 CL1963
 CL1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1963
 CL1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1963
 CL1963.The geoid height was determined by GEOID03.
 CL1963
 CL1963;                    North         East     Units Scale Factor Converg.
 CL1963;SPC GA E     -   330,051.146   172,178.475   MT  0.99990954   -0 09 43.3
 CL1963;SPC GA E     - 1,082,842.80    564,888.88   sFT  0.99990954   -0 09 43.3
 CL1963;UTM  17      - 3,649,650.001   363,166.915   MT  0.99983086   -0 47 49.7
 CL1963
 CL1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1963!SPC GA E     -   0.99998886  x   0.99990954  =   0.99989841
 CL1963!UTM  17      -   0.99998886  x   0.99983086  =   0.99981973
 CL1963
 CL1963                          SUPERSEDED SURVEY CONTROL
 CL1963
 CL1963  NAD 83(1986)-  32 58 35.93738(N)    082 27 51.55969(W) AD(       ) 2
 CL1963  NAD 27      -  32 58 35.38997(N)    082 27 52.09347(W) AD(       ) 2
 CL1963  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL1963
 CL1963.Superseded values are not recommended for survey control.
 CL1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1963.See file dsdata.txt to determine how the superseded data were derived.
 CL1963
 CL1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6316749650(NAD 83)
 CL1963_MARKER: DZ = AZIMUTH MARK DISK
 CL1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1963+STABILITY: SURFACE MOTION
 CL1963
 CL1963  HISTORY     - Date     Condition        Report By
 CL1963  HISTORY     - 1978     MONUMENTED       NGS
 CL1963
 CL1963                          STATION DESCRIPTION
 CL1963
 CL1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL1963'THE STATION IS LOCATED
 CL1963'ABOUT 8 MILES NORTH-NORTHWEST OF WADLEY,
 CL1963'6-1/4 MILES NORTH OF BARTOW, 4-1/4 MILES SOUTHWEST OF
 CL1963'LOUISVILLE AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 CL1963'
 CL1963'TO REACH THE STATION FROM THE POST OFFICE IN LOUISVILLE,
 CL1963'GO NORTH ON U.S. BUSINESS
 CL1963'ROUTE 1 FOR 0.1 MILE TO ITS JUNCTION WITH U.S. HIGHWAY
 CL1963'221 AND STATE HIGHWAY 24.  TURN LEFT ON U.S. HIGHWAY 221
 CL1963'AND STATE HIGHWAY 24 AND GO WEST FOR 3.55 MILES TO WHERE
 CL1963'U.S. HIGHWAY
 CL1963'221 TURNS SOUTH.  TURN LEFT ON HIGHWAY 221 AND GO SOUTH
 CL1963'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CL1963'
 CL1963'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CL1963'STAMPED---BOYD AZ MK 1978---,
 CL1963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 CL1963'DIAMETER RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 CL1963'39 FEET EAST FROM THE CENTER OF U.S. HIGHWAY 221,
 CL1963'23 FEET NORTH-NORTHWEST OF A CHAIN LINK FENCE AND
 CL1963'8 FEET WEST OF A UTILITY POLE WITH TRANSFORMER.
 CL1963'
 CL1963'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 CL1963'MARKS WERE ESTABLISHED.
 CL1963'
 CL1963'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.20 METERS.
 CL1963'
 CL1963'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOYD
 CL1963'USING ELECTRONIC DISTANCE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0309 ***********************************************************************
 DG0309  DESIGNATION -  BOYNTON
 DG0309  PID         -  DG0309
 DG0309  STATE/COUNTY-  GA/FULTON
 DG0309  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0309
 DG0309                         *CURRENT SURVEY CONTROL
 DG0309  ___________________________________________________________________
 DG0309* NAD 83(1994)-  33 43 33.01142(N)    084 23 17.20577(W)     ADJUSTED  
 DG0309* NAVD 88     -       298.299  (meters)     978.67   (feet)  ADJUSTED  
 DG0309  ___________________________________________________________________
 DG0309  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DG0309  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG0309  DYNAMIC HT  -         297.965 (meters)     977.57  (feet)  COMP
 DG0309  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 DG0309
 DG0309  HORZ ORDER  -  FIRST
 DG0309  VERT ORDER  -  FIRST     CLASS I
 DG0309
 DG0309.The horizontal coordinates were established by classical geodetic methods
 DG0309.and adjusted by the National Geodetic Survey in September 1997..
 DG0309
 DG0309.The orthometric height was determined by differential leveling
 DG0309.and adjusted by the National Geodetic Survey in June 1991..
 DG0309
 DG0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0309
 DG0309.The geoid height was determined by GEOID03.
 DG0309
 DG0309.The dynamic height is computed by dividing the NAVD 88
 DG0309.geopotential number by the normal gravity value computed on the
 DG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0309.degrees latitude (g = 980.6199 gals.).
 DG0309
 DG0309.The modeled gravity was interpolated from observed gravity values.
 DG0309
 DG0309;                    North         East     Units Scale Factor Converg.
 DG0309;SPC GA W     -   413,118.558   679,478.296   MT  0.99990519   -0 07 22.6
 DG0309;SPC GA W     - 1,355,373.14  2,229,255.04   sFT  0.99990519   -0 07 22.6
 DG0309;UTM  16      - 3,734,821.853   742,006.660   MT  1.00032208   +1 27 03.2
 DG0309
 DG0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0309!SPC GA W     -   0.99995780  x   0.99990519  =   0.99986300
 DG0309!UTM  16      -   0.99995780  x   1.00032208  =   1.00027987
 DG0309
 DG0309|---------------------------------------------------------------------|
 DG0309| PID    Reference Object                     Distance      Geod. Az  |
 DG0309|                                                           dddmmss.s |
 DG0309| DG0312 VANIRA                              284.869 METERS 00310     |
 DG0309| DG0161 GAMMON                              488.409 METERS 1783307.1 |
 DG0309|---------------------------------------------------------------------|
 DG0309
 DG0309                          SUPERSEDED SURVEY CONTROL
 DG0309
 DG0309  NAD 83(1986)-  33 43 33.01667(N)    084 23 17.20685(W) AD(       ) 1
 DG0309  NAD 27      -  33 43 32.63500(N)    084 23 17.47200(W) AD(       ) 1
 DG0309  NGVD 29 (??/??/92)  298.216  (m)          978.40   (f) ADJ UNCH    1 1
 DG0309
 DG0309.Superseded values are not recommended for survey control.
 DG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0309.See file dsdata.txt to determine how the superseded data were derived.
 DG0309
 DG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4200734822(NAD 83)
 DG0309_MARKER: DE = TRAVERSE STATION DISK
 DG0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0309_STAMPING: BOYNTON 1927 978.568
 DG0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0309+STABILITY: SURFACE MOTION
 DG0309
 DG0309  HISTORY     - Date     Condition        Report By
 DG0309  HISTORY     - 1927     MONUMENTED       CGS
 DG0309  HISTORY     - 1952     GOOD             CGS
 DG0309  HISTORY     - 1952     GOOD             NGS
 DG0309  HISTORY     - 1968     GOOD             CGS
 DG0309  HISTORY     - 1968     GOOD             NGS
 DG0309
 DG0309                          STATION DESCRIPTION
 DG0309
 DG0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0309'TRAVERSE STATION AND BENCH MARK IS IN W SIDE OF CAPITOL
 DG0309'AVENUE IN STREET BETWEEN BOYNTON STREET AND HAYGOOD AVENUE,
 DG0309'AND 2.65 FEET E FROM W CURB OF CAPITOL AVENUE, 57.74 FEET NW
 DG0309'FROM CENTER OF CATCH BASIN COVER IN E SIDE OF CAPITOL AVENUE,
 DG0309'42.13 FEET NW FROM CENTER OF SEWER MANHOLE COVER IN CENTER OF
 DG0309'CAPITOL AVENUE, 40.12 FEET N FROM CENTER OF CATCH BASIN COVER IN W
 DG0309'SIDE OF CAPITOL AVENUE.
 DG0309'
 DG0309'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0309'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0309'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0309
 DG0309                          STATION RECOVERY (1952)
 DG0309
 DG0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0309'THE STATION IS ABOUT 1.9 MILES S OF DOWNTOWN FIVE POINTS
 DG0309'IN ATLANTA, ABOUT 270 FEET S OF THE CENTER LINE OF HAYGOOD
 DG0309'AVENUE S.W., ABOUT 135 FEET N OF THE CENTER LINE OF BOYNTON
 DG0309'AVENUE S.E., 57.7 FEET NW OF THE CENTER OF ONE DRAINAGE
 DG0309'CATCH BASIN COVER, 40.1 FEET N OF ANOTHER, 42.1 FEET NNW OF A
 DG0309'SEWER MANHOLE, AND 19 FEET W OF THE CENTER LINE OR 2.7 FEET
 DG0309'E OF THE W CURB OF CAPITOL AVENUE.  THE MARK IS A STANDARD
 DG0309'DISK SET IN CONCRETE.  IT IS 0.8 FOOT BELOW A CAST-IRON
 DG0309'COVER THAT IS FLUSH WITH A SLIGHT DEPRESSION IN THE STREET
 DG0309'AND THE DISK IS STAMPED BOYNTON 1927 978.568.
 DG0309
 DG0309                          STATION RECOVERY (1952)
 DG0309
 DG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DG0309'IN ATLANTA.
 DG0309'IN ATLANTA, FULTON COUNTY, ABOUT 1.9 MILES SOUTH OF DOWNTOWN
 DG0309'FIVE POINTS, ABOUT 270 FEET SOUTH OF THE CENTERLINE OF HAYGOOD
 DG0309'AVENUE S.W., ABOUT 135 FEET NORTH OF THE CENTERLINE OF BOYNTON
 DG0309'AVENUE S.E., 57.7 FEET NORTHWEST OF THE CENTER OF ONE DRAINAGE
 DG0309'CATCH BASIN COVER, 40.1 FEET NORTH OF ANOTHER, 42.1 FEET
 DG0309'NORTH-NORTHWEST OF A SEWER MANHOLE, AND 19 FEET WEST OF THE
 DG0309'CENTERLINE OR 2.7 FEET EAST OF THE WEST CURB OF CAPITOL AVENUE.
 DG0309'A STANDARD TRAVERSE DISK IS STAMPED BOYNTON 1927 978.568 AND SET
 DG0309'IN THE TOP OF A CONCRETE POST THAT IS 0.8 FOOT BELOW A CAST-IRON
 DG0309'COVER THAT IS FLUSH WITH THE SLIGHTLY DEPRESSED SURFACE OF THE
 DG0309'STREET.
 DG0309
 DG0309                          STATION RECOVERY (1968)
 DG0309
 DG0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RG)
 DG0309'RECOVERED AS DESCRIBED.
 DG0309
 DG0309                          STATION RECOVERY (1968)
 DG0309
 DG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1981 ***********************************************************************
 EE1981  DESIGNATION -  BOYNTON
 EE1981  PID         -  EE1981
 EE1981  STATE/COUNTY-  GA/CATOOSA
 EE1981  USGS QUAD   -  EAST RIDGE (1982)
 EE1981
 EE1981                         *CURRENT SURVEY CONTROL
 EE1981  ___________________________________________________________________
 EE1981* NAD 83(1994)-  34 55 36.08163(N)    085 11 50.18131(W)     ADJUSTED  
 EE1981* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 EE1981  ___________________________________________________________________
 EE1981  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EE1981  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EE1981
 EE1981  HORZ ORDER  -  SECOND
 EE1981
 EE1981.The horizontal coordinates were established by classical geodetic methods
 EE1981.and adjusted by the National Geodetic Survey in September 1997..
 EE1981
 EE1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1981
 EE1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1981
 EE1981.The geoid height was determined by GEOID03.
 EE1981
 EE1981;                    North         East     Units Scale Factor Converg.
 EE1981;SPC GA W     -   546,776.659   605,841.691   MT  1.00000923   -0 35 24.3
 EE1981;SPC GA W     - 1,793,883.09  1,987,665.61   sFT  1.00000923   -0 35 24.3
 EE1981;SPC TN       -    66,135.352   673,349.329   MT  1.00007277   +0 28 11.8
 EE1981;SPC TN       -   216,979.07  2,209,146.92   sFT  1.00007277   +0 28 11.8
 EE1981;UTM  16      - 3,866,396.582   664,657.879   MT  0.99993416   +1 01 56.4
 EE1981
 EE1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1981!SPC GA W     -   0.99995889  x   1.00000923  =   0.99996812
 EE1981!SPC TN       -   0.99995889  x   1.00007277  =   1.00003166
 EE1981!UTM  16      -   0.99995889  x   0.99993416  =   0.99989306
 EE1981
 EE1981|---------------------------------------------------------------------|
 EE1981| PID    Reference Object                     Distance      Geod. Az  |
 EE1981|                                                           dddmmss.s |
 EE1981| CG4829 BOYNTON RM 1                         27.264 METERS 08607     |
 EE1981| CG4828 BOYNTON AZ MK                                      1603038.8 |
 EE1981| CG4830 BOYNTON RM 2                         19.978 METERS 19846     |
 EE1981| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX.16.8 KM 2845855.1 |
 EE1981|---------------------------------------------------------------------|
 EE1981
 EE1981                          SUPERSEDED SURVEY CONTROL
 EE1981
 EE1981  NAD 83(1994)-  34 55 36.08288(N)    085 11 50.18532(W) AD(       ) 2
 EE1981  NAD 83(1986)-  34 55 36.08348(N)    085 11 50.18353(W) AD(       ) 2
 EE1981  NAD 27      -  34 55 35.80700(N)    085 11 50.35000(W) AD(       ) 2
 EE1981  NGVD 29 (07/19/86)  291.6    (m)          957.     (f) VERT ANG       
 EE1981
 EE1981.Superseded values are not recommended for survey control.
 EE1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1981.See file dsdata.txt to determine how the superseded data were derived.
 EE1981
 EE1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6465866397(NAD 83)
 EE1981_MARKER: DS = TRIANGULATION STATION DISK
 EE1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1981
 EE1981  HISTORY     - Date     Condition        Report By
 EE1981  HISTORY     - 1934     MONUMENTED       CGS
 EE1981  HISTORY     - 1954     GOOD             TVA
 EE1981  HISTORY     - 1972     GOOD             NGS
 EE1981
 EE1981                          STATION DESCRIPTION
 EE1981
 EE1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE1981'ABOUT 10-1/2 MILES SOUTHEAST OF CHATTANOOGA, TENN., 5 MILES
 EE1981'NORTH-NORTHWEST OF RINGGOLD, 5 MILES SOUTH OF TENNESSEE-GEORGIA
 EE1981'STATE LINE, 1/4 MILE NORTH OF GAP IN BOYNTON RIDGE AND
 EE1981'RINGGOLD-CHICKAMAUGA PARK ROAD,
 EE1981'AND ON PROPERTY OF W.M. VAUGHN.  TO REACH
 EE1981'FROM NORTH ENTRANCE TO CHICKAMAUGA PARK ON U.S. HIGHWAY 41 W,
 EE1981'GO EAST 3.8 MILES ON ASPHALT ROAD WHICH IS GRAVEL AFTER LEAVING
 EE1981'PARK TO TOP OF GRADE ON BOYNTON RIDGE AND HOME OF W.M. VAUGHN
 EE1981'ON NORTH SIDE OF ROAD.  STATION IS 350 YARDS NORTH ALONG RIDGE
 EE1981'FROM VAUGHNS HOME, 5 FEET EAST OF VAUGHN-SWIFT-MC CULLOUGH
 EE1981'PROPERTY CORNER, AND 1 FOOT SOUTH OF VAUGHN-SWIFT
 EE1981'PROPERTY-LINE FENCE.  SURFACE AND UNDERGROUND MARKS ARE
 EE1981'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 EE1981'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN SQUARE CONCRETE
 EE1981'MONUMENTS.  NO. 1 IS ON FENCE LINE BETWEEN SWIFTS AND VAUGHNS
 EE1981'PROPERTIES AND 89.45 FEET FROM STATION N 86 DEG 16 MIN E.
 EE1981'NO. 2 IS ON FENCE LINE BETWEEN VAUGHNS AND MC CULLOUGHS
 EE1981'PROPERTIES AND 65.54 FEET FROM STATION S 18 DEG 55
 EE1981'MIN W.  DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 EE1981'129.66 FEET.  AZIMUTH MARK IS 75 YARDS SOUTH OF
 EE1981'RINGGOLD-CHICKAMAUGA PARK ROAD, 50 YARDS SOUTHWEST OF A.L.
 EE1981'MORRIS HOME, ON PROPERTY OF H.M. BOYLES, AND ABOUT 0.25
 EE1981'MILE FROM STATION S 19 DEG 29 MIN E.  BEARING
 EE1981'FROM STATION TO LOOKOUT MOUNTAIN HOTEL, SPIRE, IS N 75 DEG
 EE1981'01 MIN W.  STATIONS LOOKOUT AND HIGH POINT 2 (SEE DESCRIPTIONS
 EE1981'AND GEOGRAPHIC POSITIONS THEREOF) ARE VISIBLE FROM GROUND AT
 EE1981'STATION.
 EE1981
 EE1981                          STATION RECOVERY (1954)
 EE1981
 EE1981'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1954
 EE1981'STATION FOUND IN GOOD CONDITION.  SET A POST ONE FOOT N OF
 EE1981'STATION MARK.
 EE1981
 EE1981                          STATION RECOVERY (1972)
 EE1981
 EE1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1981'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 EE1981'CONDITION.  THE DISTANCE TO REFERENCE MARK 2 COMPARES FAVORABLY
 EE1981'TO THE 1934 DATA.  REFERENCE MARK 1 WAS FOUND LAYING HORIZONTAL
 EE1981'ON TOP OF THE GROUND.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS
 EE1981'NOT RECOVERED.  THE STATION COULD NOT BE OCCUPIED OR BUILT OVER
 EE1981'DUE TO ITS LOCATION IN A FENCE CORNER AND NEAR A LARGE OAK
 EE1981'TREE.  TRIANGULATION STATION BOYNTON 2 WAS ESTABLISHED THIS
 EE1981'DATE, A TRAVERSE TIE WAS MADE AS NOTED AND IS REDUCED TO SEA
 EE1981'LEVEL.  TRIANGULATION STATION BOYNTON 1934 AND REFERENCE
 EE1981'MARK 2 WERE UTILIZED AS REFERENCE MARKS AND A NEW AZIMUTH MARK
 EE1981'WAS ESTABLISHED FOR STATION BOYNTON 2.
 EE1981'
 EE1981'FOR THE ROUTE TO REACH, THE LOCATION AND DESCRIPTION OF ALL MARKS
 EE1981'SEE THE DESCRIPTION FOR TRIANGULATION STATION BOYNTON 2 THEREOF.
 EE1981'
 EE1981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE1981'3.75 MILES EAST-SOUTHEAST OF FORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1988 ***********************************************************************
 EE1988  DESIGNATION -  BOYNTON 2
 EE1988  PID         -  EE1988
 EE1988  STATE/COUNTY-  GA/CATOOSA
 EE1988  USGS QUAD   -  EAST RIDGE (1982)
 EE1988
 EE1988                         *CURRENT SURVEY CONTROL
 EE1988  ___________________________________________________________________
 EE1988* NAD 83(1994)-  34 55 35.56731(N)    085 11 49.58426(W)     ADJUSTED  
 EE1988* NAVD 88     -       291.4    (meters)     956.     (feet)  VERTCON   
 EE1988  ___________________________________________________________________
 EE1988  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EE1988  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EE1988
 EE1988  HORZ ORDER  -  FIRST
 EE1988
 EE1988.The horizontal coordinates were established by classical geodetic methods
 EE1988.and adjusted by the National Geodetic Survey in September 1997..
 EE1988
 EE1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1988
 EE1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1988
 EE1988.The geoid height was determined by GEOID03.
 EE1988
 EE1988;                    North         East     Units Scale Factor Converg.
 EE1988;SPC GA W     -   546,760.654   605,856.680   MT  1.00000920   -0 35 24.0
 EE1988;SPC GA W     - 1,793,830.58  1,987,714.79   sFT  1.00000920   -0 35 24.0
 EE1988;SPC TN       -    66,119.626   673,364.613   MT  1.00007281   +0 28 12.2
 EE1988;SPC TN       -   216,927.47  2,209,197.07   sFT  1.00007281   +0 28 12.2
 EE1988;UTM  16      - 3,866,381.010   664,673.314   MT  0.99993422   +1 01 56.8
 EE1988
 EE1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1988!SPC GA W     -   0.99995893  x   1.00000920  =   0.99996813
 EE1988!SPC TN       -   0.99995893  x   1.00007281  =   1.00003173
 EE1988!UTM  16      -   0.99995893  x   0.99993422  =   0.99989315
 EE1988
 EE1988:                Primary Azimuth Mark                     Grid Az
 EE1988:SPC GA W     -  FT OGLETHORPE DAILY HILL SPIPE           006 28 37.9
 EE1988:SPC TN       -  FT OGLETHORPE DAILY HILL SPIPE           005 25 01.7
 EE1988:UTM  16      -  FT OGLETHORPE DAILY HILL SPIPE           004 51 17.1
 EE1988
 EE1988|---------------------------------------------------------------------|
 EE1988| PID    Reference Object                     Distance      Geod. Az  |
 EE1988|                                                           dddmmss.s |
 EE1988| EE1991 FT OGLETHORPE DAILY HILL SPIPE      APPROX. 2.0 KM 0055313.9 |
 EE1988| EE1986 VORTAC CHATTANOOGA CHA              APPROX. 5.6 KM 0460151.2 |
 EE1988| EE1987 RINGGOLD SUMMIT HILL STANDPIPE      APPROX. 4.7 KM 0512926.2 |
 EE1988| CG4831 BOYNTON 2 AZ MK                                    0834605.1 |
 EE1988| EE1962 CATOOSA LOT                         APPROX. 9.1 KM 0951223.1 |
 EE1988| EE1964 RINGGOLD SOUTHERN GAS RAD TWR       APPROX. 8.9 KM 1071633.8 |
 EE1988| CG4830 BOYNTON RM 2                         21.849 METERS 26159     |
 EE1988| EE1981 BOYNTON                              21.928 METERS 31617     |
 EE1988|---------------------------------------------------------------------|
 EE1988
 EE1988                          SUPERSEDED SURVEY CONTROL
 EE1988
 EE1988  NAD 83(1994)-  34 55 35.56855(N)    085 11 49.58827(W) AD(       ) 1
 EE1988  NAD 83(1986)-  34 55 35.56928(N)    085 11 49.58664(W) AD(       ) 1
 EE1988  NAD 27      -  34 55 35.29274(N)    085 11 49.75293(W) AD(       ) 1
 EE1988  NGVD 29 (07/19/86)  291.4    (m)          956.     (f) VERT ANG       
 EE1988
 EE1988.Superseded values are not recommended for survey control.
 EE1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1988.See file dsdata.txt to determine how the superseded data were derived.
 EE1988
 EE1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6467366381(NAD 83)
 EE1988_MARKER: DS = TRIANGULATION STATION DISK
 EE1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1988
 EE1988  HISTORY     - Date     Condition        Report By
 EE1988  HISTORY     - 1972     MONUMENTED       NGS
 EE1988
 EE1988                          STATION DESCRIPTION
 EE1988
 EE1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1988'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF ROSSVILLE,
 EE1988'5 MILES WEST-NORTHWEST OF RINGGOLD, 3.75 MILES EAST-SOUTHEAST OF
 EE1988'FORT OGLETHORPE, ON A RIDGE KNOWN AS BOYNTON RIDGE AND ON PROPERTY
 EE1988'OWNED BY MRS. DENNIS DUCKETT.
 EE1988'
 EE1988'TRIANGULATION STATION BOYNTON 1934 COULD NOT BE BUILT OVER DUE TO
 EE1988'ITS LOCATION IN A FENCE CORNER AND NEAR A LARGE OAK TREE.  THE
 EE1988'STATION MARK AND REFERENCE MARK 2 WERE UTILIZED AS REFERENCE
 EE1988'MARKS FOR STATION BOYNTON 2 AND A NEW AZIMUTH MARK WAS ESTABLISHED
 EE1988'FOR THIS STATION.  A TRAVERSE TIE WAS MADE BETWEEN THE STATIONS
 EE1988'AS NOTED ABOVE, THE DISTANCE IS REDUCED TO SEA LEVEL.
 EE1988'
 EE1988'TO REACH THE STATION FROM THE RINGGOLD-FORT OGLETHORPE EXIT OF
 EE1988'INTERSTATE HIGHWAY 75, GO WEST ON STATE ROUTE 2, FROM THE
 EE1988'UNDERPASS, FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EE1988'WEST ON ROUTE 2 FOR 0.5 MILE TO THE BOTTOM OF A HILL AND A
 EE1988'CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.25 MILE
 EE1988'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON BOYNTON DRIVE FOR 2.1
 EE1988'MILES TO THE BOYNTON METHODIST CHURCH ON THE RIGHT.  CONTINUE
 EE1988'WEST FOR 0.45 MILE TO THE TOP OF A HILL AND A DRIVEWAY ON THE
 EE1988'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR ABOUT 100
 EE1988'FEET TO THE HOME OF MRS. DENNIS DUCKETT.  THE STATION IS
 EE1988'ABOUT 350 YARDS NORTH OF THE DUCKETT HOME AT THE NORTHWEST
 EE1988'CORNER OF A CLEARED PASTURE.  THE PROPERTY OWNER WILL DETERMINE
 EE1988'THE BEST ROUTE TO REACH THE STATION FROM THEIR HOME.
 EE1988'
 EE1988'THE STATION MARKS ARE STANDARD DISKS STAMPED BOYNTON 2 1972.  THE
 EE1988'SURFACE DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 EE1988'MONUMENT WHICH IS 1 FOOT BELOW THE GROUND SURFACE.  IT IS 75.5
 EE1988'FEET SOUTHEAST OF A METAL WITNESS POST AT THE FENCE CORNER, 71
 EE1988'FEET EAST OF A NORTH-SOUTH FENCE LINE AND 57 FEET SOUTH OF A
 EE1988'EAST-WEST FENCE LINE.  THE UNDERGROUND DISK IS SET IN THE TOP
 EE1988'OF AN IRREGULAR MASS OF CONCRETE WHICH IS 38 INCHES BELOW THE
 EE1988'GROUND SURFACE.
 EE1988'
 EE1988'THE 1934 STATION MARKS ARE STANDARD DISKS STAMPED BOYNTON
 EE1988'1934.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE
 EE1988'CONCRETE MONUMENT WHICH PROJECTS 1-INCH ABOVE THE GROUND
 EE1988'SURFACE.  IT IS 5.5 FEET EAST OF THE METAL WITNESS POST, 4 FEET
 EE1988'SOUTHEAST OF A 14-INCH OAK TREE AND IS IN THE EAST-WEST FENCE
 EE1988'LINE.  THE UNDERGROUND MARK, AS STATED IN THE 1934 DESCRIPTION,
 EE1988'IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 EE1988'CONCRETE.
 EE1988'
 EE1988'REFERENCE MARK 2, A STANDARD DISK STAMPED BOYNTON NO 2 1934, IS
 EE1988'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 EE1988'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 EE1988'SOUTH-SOUTHWEST OF THE METAL WITNESS POST AND IN THE NORTH-SOUTH
 EE1988'FENCE LINE.
 EE1988'
 EE1988'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOYNTON 2 1972, IS
 EE1988'CEMENTED FLUSH IN A DRILL HOLE IN THE NORTH EDGE OF A DRAIN
 EE1988'CULVERT HEADWALL IN THE MEDIAN STRIP OF STATE ROUTE 2.  IT IS
 EE1988'34 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE, 30 FEET
 EE1988'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE, ABOUT 3 FEET
 EE1988'LOWER THAN THE ROAD SURFACE AND 1.5 FEET SOUTHEAST OF A METAL
 EE1988'WITNESS POST.
 EE1988'
 EE1988'HEIGHT OF LIGHT ABOVE STATION MARK 26.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1670 ***********************************************************************
 BD1670  DESIGNATION -  BRAD
 BD1670  PID         -  BD1670
 BD1670  STATE/COUNTY-  GA/CLINCH
 BD1670  USGS QUAD   -  MIDWAY (1994)
 BD1670
 BD1670                         *CURRENT SURVEY CONTROL
 BD1670  ___________________________________________________________________
 BD1670* NAD 83(1986)-  30 55 37.     (N)    082 39 50.     (W)     SCALED    
 BD1670* NAVD 88     -        47.538  (meters)     155.96   (feet)  ADJUSTED  
 BD1670  ___________________________________________________________________
 BD1670  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD1670  DYNAMIC HT  -          47.478 (meters)     155.77  (feet)  COMP
 BD1670  MODELED GRAV-     979,382.5   (mgal)                       NAVD 88
 BD1670
 BD1670  VERT ORDER  -  SECOND    CLASS 0
 BD1670
 BD1670.The horizontal coordinates were scaled from a topographic map and have
 BD1670.an estimated accuracy of +/- 6 seconds.
 BD1670
 BD1670.The orthometric height was determined by differential leveling
 BD1670.and adjusted by the National Geodetic Survey in June 1991..
 BD1670
 BD1670.The geoid height was determined by GEOID03.
 BD1670
 BD1670.The dynamic height is computed by dividing the NAVD 88
 BD1670.geopotential number by the normal gravity value computed on the
 BD1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1670.degrees latitude (g = 980.6199 gals.).
 BD1670
 BD1670.The modeled gravity was interpolated from observed gravity values.
 BD1670
 BD1670;                    North         East    Units  Estimated Accuracy
 BD1670;SPC GA E     -   102,860.      152,480.      MT  (+/- 180 meters Scaled)
 BD1670
 BD1670                          SUPERSEDED SURVEY CONTROL
 BD1670
 BD1670  NGVD 29 (??/??/92)   47.796  (m)          156.81   (f) ADJ UNCH    2 0
 BD1670
 BD1670.Superseded values are not recommended for survey control.
 BD1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1670.See file dsdata.txt to determine how the superseded data were derived.
 BD1670
 BD1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ410226(NAD 83)
 BD1670_MARKER: DD = SURVEY DISK
 BD1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1670+STABILITY: SURFACE MOTION
 BD1670
 BD1670  HISTORY     - Date     Condition        Report By
 BD1670  HISTORY     - UNK      MONUMENTED       GAGS
 BD1670  HISTORY     - 1935     GOOD             NGS
 BD1670
 BD1670                          STATION DESCRIPTION
 BD1670
 BD1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BD1670'10.3 MI S FROM HOMERVILLE.
 BD1670'ABOUT 10.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE INTERSECTION
 BD1670'OF U.S. HIGHWAY 84 AT HOMERVILLE, CLINCH COUNTY, 26 FEET SOUTHWEST
 BD1670'OF THE FIFTH FOREST SERVICE POLE SOUTH OF THE DRIVEWAY TO THE
 BD1670'BETHEL BAPTIST CHURCH, 56 FEET SOUTH OF A T-ROAD, 38.2 FEET EAST
 BD1670'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 BD1670'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF
 BD1670'A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0013 ***********************************************************************
 DG0013  DESIGNATION -  BRADLEY
 DG0013  PID         -  DG0013
 DG0013  STATE/COUNTY-  GA/FULTON
 DG0013  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0013
 DG0013                         *CURRENT SURVEY CONTROL
 DG0013  ___________________________________________________________________
 DG0013* NAD 83(1994)-  33 45 08.37792(N)    084 22 06.56912(W)     ADJUSTED  
 DG0013* NAVD 88     -       315.547  (meters)    1035.26   (feet)  ADJUSTED  
 DG0013  ___________________________________________________________________
 DG0013  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DG0013  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0013  DYNAMIC HT  -         315.196 (meters)    1034.11  (feet)  COMP
 DG0013  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 DG0013
 DG0013  HORZ ORDER  -  FIRST
 DG0013  VERT ORDER  -  FIRST     CLASS II
 DG0013
 DG0013.The horizontal coordinates were established by classical geodetic methods
 DG0013.and adjusted by the National Geodetic Survey in September 1997..
 DG0013
 DG0013.The orthometric height was determined by differential leveling
 DG0013.and adjusted by the National Geodetic Survey in June 1991..
 DG0013
 DG0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0013
 DG0013.The geoid height was determined by GEOID03.
 DG0013
 DG0013.The dynamic height is computed by dividing the NAVD 88
 DG0013.geopotential number by the normal gravity value computed on the
 DG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0013.degrees latitude (g = 980.6199 gals.).
 DG0013
 DG0013.The modeled gravity was interpolated from observed gravity values.
 DG0013
 DG0013;                    North         East     Units Scale Factor Converg.
 DG0013;SPC GA W     -   416,052.829   681,302.379   MT  0.99990431   -0 06 43.7
 DG0013;SPC GA W     - 1,364,999.99  2,235,239.56   sFT  0.99990431   -0 06 43.7
 DG0013;UTM  16      - 3,737,806.392   743,750.173   MT  1.00033252   +1 27 46.1
 DG0013
 DG0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0013!SPC GA W     -   0.99995510  x   0.99990431  =   0.99985941
 DG0013!UTM  16      -   0.99995510  x   1.00033252  =   1.00028760
 DG0013
 DG0013:                Primary Azimuth Mark                     Grid Az
 DG0013:SPC GA W     -  WADDELL                                  073 04 42.4
 DG0013:UTM  16      -  WADDELL                                  071 30 12.6
 DG0013
 DG0013|---------------------------------------------------------------------|
 DG0013| PID    Reference Object                     Distance      Geod. Az  |
 DG0013|                                                           dddmmss.s |
 DG0013| DG0016 WADDELL                             APPROX. 0.5 KM 0725758.7 |
 DG0013| DG0014 E 8                                 171.246 METERS 07315     |
 DG0013| CZ2861 BRADLEY RM 1                         20.274 METERS 07315     |
 DG0013| CZ2862 BRADLEY RM 2                         49.195 METERS 07315     |
 DG0013| DG2610 FULTON                              265.088 METERS 19707     |
 DG0013| DG0012 DANIEL                              156.177 METERS 25011     |
 DG0013|---------------------------------------------------------------------|
 DG0013
 DG0013                          SUPERSEDED SURVEY CONTROL
 DG0013
 DG0013  NAD 83(1986)-  33 45 08.38363(N)    084 22 06.56895(W) AD(       ) 1
 DG0013  NAD 27      -  33 45 08.00400(N)    084 22 06.83900(W) AD(       ) 1
 DG0013  NGVD 29 (??/??/92)  315.468  (m)         1035.00   (f) ADJ UNCH    1 2
 DG0013
 DG0013.Superseded values are not recommended for survey control.
 DG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0013.See file dsdata.txt to determine how the superseded data were derived.
 DG0013
 DG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4375037806(NAD 83)
 DG0013_MARKER: DE = TRAVERSE STATION DISK
 DG0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0013_STAMPING: 1034.978 BRADLEY 1927
 DG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0013+STABILITY: SURFACE MOTION
 DG0013
 DG0013  HISTORY     - Date     Condition        Report By
 DG0013  HISTORY     - 1927     MONUMENTED       CGS
 DG0013  HISTORY     - 1952     GOOD             CGS
 DG0013  HISTORY     - 1973     GOOD             NGS
 DG0013
 DG0013                          STATION DESCRIPTION
 DG0013
 DG0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0013'TRAVERSE STATION AND BENCH MARK IS IN SIDEWALK ON THE N SIDE
 DG0013'OF DECATUR STREET BETWEEN BRADLEY AND CORNELIA STREETS,
 DG0013'7.7 FEET N FROM N CURB OF DECATUR STREET.  3.5 FEET S FROM SW
 DG0013'CORNER OF BRICK BUILDING.  108.96 FEET E FROM CENTER OF CATCH
 DG0013'BASIN COVER IN NE CORNER OF DECATUR AND BRADLEY STREETS.
 DG0013'90.3 FEET W FROM E END OF CURB AT AN ALLEY ON N SIDE OF DECATUR
 DG0013'STREET.  78.4 FEET FROM NW CORNER OF CENTER OF MANHOLE IN
 DG0013'DECATUR STREET AND 8.3 FEET S OF N CURB OF DECATUR STREET.
 DG0013'
 DG0013'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0013'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0013'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0013
 DG0013                          STATION RECOVERY (1952)
 DG0013
 DG0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0013'THE STATION IS ABOUT 1.2 MILES E OF DOWNTOWN FIVE POINTS IN
 DG0013'ATLANTA, ABOUT 25 YARDS W OF A LOCAL SUMMIT OF SIDEWALK
 DG0013'GRADES, 121 FEET E OF THE CENTER LINE OF BRADLEY STREET S.E.,
 DG0013'23 FEET N OF THE CENTER LINE OR 7.7 FEET N OF THE N CURB
 DG0013'OF DECATUR STREET S.E., AND 3.5 FEET SE OF THE SW CORNER OF A
 DG0013'BRICK BUILDING.  THE MARK IS A STANDARD DISK SET IN CONCRETE.
 DG0013'IT IS 0.4 FOOT BELOW A CAST-IRON COVER THAT IS FLUSH WITH
 DG0013'THE SIDEWALK SURFACE AND THE DISK IS STAMPED BRADLEY 1927
 DG0013'1034.978.
 DG0013
 DG0013                          STATION RECOVERY (1973)
 DG0013
 DG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0013'AT ATLANTA.
 DG0013'AT ATLANTA, FULTON COUNTY, 1.2 MILES EAST OF DOWNTOWN FIVE
 DG0013'POINTS, 25 YARDS WEST OF A LOCAL SUMMIT OF SIDEWALK GRADES, AT THE
 DG0013'NORTHEAST CORNER OF THE INTERSECTION OF DECATUR AND BRADLEY
 DG0013'STREETS, SOUTHEAST, 121 FEET EAST OF THE CENTER LINE OF BRADLEY
 DG0013'STREET, 23 FEET NORTH OF THE CENTER LINE OF DECATUR STREET, 7.7
 DG0013'FEET NORTH OF THE NORTH CURB OF DECATUR STREET, 3.5 FEET SOUTHEAST
 DG0013'OF THE SOUTHWEST CORNER OF A BRICK BUILDING, AND IN THE SIDEWALK.
 DG0013'A STANDARD TRAVERSE-STATION DISK, STAMPED 1034.978 BRADLEY 1927
 DG0013'AND SET UNDER GROUND IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH
 DG0013'IS HAD THROUGH A CAST-IRON COVER FLUSH WITH THE SIDEWALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0441 ***********************************************************************
 DG0441  DESIGNATION -  BRADLEY AGNES SCOTT COLL
 DG0441  PID         -  DG0441
 DG0441  STATE/COUNTY-  GA/DE KALB
 DG0441  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0441
 DG0441                         *CURRENT SURVEY CONTROL
 DG0441  ___________________________________________________________________
 DG0441* NAD 83(1986)-  33 45 55.     (N)    084 17 39.     (W)     SCALED    
 DG0441* NAVD 88     -       315.35   (+/-2cm)    1034.6    (feet)  VERTCON   
 DG0441  ___________________________________________________________________
 DG0441  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0441
 DG0441  VERT ORDER  -  THIRD (See Below)
 DG0441
 DG0441.The horizontal coordinates were scaled from a topographic map and have
 DG0441.an estimated accuracy of +/- 6 seconds.
 DG0441
 DG0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG0441.The vertical order pertains to the NGVD 29 superseded value.
 DG0441
 DG0441.The geoid height was determined by GEOID03.
 DG0441
 DG0441;                    North         East    Units  Estimated Accuracy
 DG0441;SPC GA W     -   417,480.      688,190.      MT  (+/- 180 meters Scaled)
 DG0441
 DG0441                          SUPERSEDED SURVEY CONTROL
 DG0441
 DG0441  NGVD 29 (??/??/??)  315.28   (m)         1034.4    (f) RESET       3  
 DG0441
 DG0441.Superseded values are not recommended for survey control.
 DG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0441.See file dsdata.txt to determine how the superseded data were derived.
 DG0441
 DG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC505394(NAD 83)
 DG0441_MARKER: DE = TRAVERSE STATION DISK
 DG0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0441_SP_SET: CONCRETE FLOOR
 DG0441_STAMPING: SEE DESCRIPTION
 DG0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0441
 DG0441  HISTORY     - Date     Condition        Report By
 DG0441  HISTORY     - UNK      MONUMENTED       CGS
 DG0441  HISTORY     - 1950     GOOD             NGS
 DG0441
 DG0441                          STATION DESCRIPTION
 DG0441
 DG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DG0441'1 MI SSE FROM DECATUR.
 DG0441'A STANDARD TRAVERSE STATION DISK SET IN THE CONCRETE FLOOR OF
 DG0441'THE LOBBY OF BRADLEY OBSERVATORY AT AGNES SCOTT COLLEGE AND
 DG0441'STAMPED BRADLEY AGNES SCOTT COLLEGE LAT. 33 45 54.84 LONG.  84
 DG0441'17 38.98 1034.37.  THE DISK IS ABOUT 3 FEET WEST OF THE CENTER OF
 DG0441'THE CONCRETE PEDESTAL OF THE OBSERVATORY TELESCOPE, AND THE
 DG0441'LATITUDE AND LONGITUDE REFER TO THE CENTER OF THE PEDESTAL,
 DG0441'BUT OF COURSE THE ELEVATION REFERS TO THE SURFACE OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2463 ***********************************************************************
 DF2463  DESIGNATION -  BRADLEY MUN TANK
 DF2463  PID         -  DF2463
 DF2463  STATE/COUNTY-  GA/JONES
 DF2463  USGS QUAD   -  GRAY (1984)
 DF2463
 DF2463                         *CURRENT SURVEY CONTROL
 DF2463  ___________________________________________________________________
 DF2463* NAD 83(1994)-  33 03 21.48627(N)    083 33 25.29164(W)     ADJUSTED  
 DF2463* NAVD 88     -                                                        
 DF2463  ___________________________________________________________________
 DF2463  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DF2463  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DF2463
 DF2463  HORZ ORDER  -  THIRD
 DF2463
 DF2463.The horizontal coordinates were established by classical geodetic methods
 DF2463.and adjusted by the National Geodetic Survey in September 1997..
 DF2463
 DF2463
 DF2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2463
 DF2463.The geoid height was determined by GEOID03.
 DF2463
 DF2463;                    North         East     Units Scale Factor Converg.
 DF2463;SPC GA W     -   338,973.149   756,931.678   MT  0.99993995   +0 19 57.2
 DF2463;SPC GA W     - 1,112,114.41  2,483,366.68   sFT  0.99993995   +0 19 57.2
 DF2463;UTM  17      - 3,660,398.726   261,251.920   MT  1.00030286   -1 23 43.5
 DF2463
 DF2463                          SUPERSEDED SURVEY CONTROL
 DF2463
 DF2463  NAD 83(1986)-  33 03 21.49174(N)    083 33 25.29069(W) AD(       ) 4
 DF2463  NAD 27      -  33 03 21.01399(N)    083 33 25.68558(W) AD(       ) 3
 DF2463
 DF2463.Superseded values are not recommended for survey control.
 DF2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2463.See file dsdata.txt to determine how the superseded data were derived.
 DF2463
 DF2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6125260399(NAD 83)
 DF2463_MARKER: 53 = ELEVATED TANK
 DF2463
 DF2463  HISTORY     - Date     Condition        Report By
 DF2463  HISTORY     - 1976     FIRST OBSERVED   NGS
 DF2463
 DF2463                          STATION DESCRIPTION
 DF2463
 DF2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 DF2463'THE STATION IS THE BALL AT TOP CENTER OF THE BRADLEY
 DF2463'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 DF2463'CONICAL TOP, WITH A HEMISPHERICAL BOTTOM, SUPPORTED BY
 DF2463'FOUR STEEL TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND
 DF2463'APPROXIMATELY 120 FEET HIGH.
 DF2463'
 DF2463'IT IS LOCATED ABOUT 0.15 MILE NORTHEAST OF THE CENTER OF THE
 DF2463'SMALL COMMUNITY OF BRADLEY AND 150 FEET NORTH OF THE
 DF2463'CENTERLINE OF COUNTY ROAD 90778.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1601 ***********************************************************************
 BS1601  DESIGNATION -  BRAGANZA
 BS1601  PID         -  BS1601
 BS1601  STATE/COUNTY-  GA/WARE
 BS1601  USGS QUAD   -  WAYCROSS EAST (1988)
 BS1601
 BS1601                         *CURRENT SURVEY CONTROL
 BS1601  ___________________________________________________________________
 BS1601* NAD 83(1994)-  31 07 58.06820(N)    082 16 20.49311(W)     ADJUSTED  
 BS1601* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 BS1601  ___________________________________________________________________
 BS1601  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BS1601  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BS1601
 BS1601  HORZ ORDER  -  FIRST
 BS1601
 BS1601.The horizontal coordinates were established by classical geodetic methods
 BS1601.and adjusted by the National Geodetic Survey in September 1997..
 BS1601
 BS1601.The orthometric height was scaled from a topographic map.
 BS1601
 BS1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1601
 BS1601.The geoid height was determined by GEOID03.
 BS1601
 BS1601;                    North         East     Units Scale Factor Converg.
 BS1601;SPC GA E     -   125,576.427   189,920.933   MT  0.99990125   -0 03 16.7
 BS1601;SPC GA E     -   411,995.33    623,098.93   sFT  0.99990125   -0 03 16.7
 BS1601;UTM  17      - 3,445,015.738   378,696.857   MT  0.99978150   -0 39 28.5
 BS1601
 BS1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1601!SPC GA E     -   0.99999757  x   0.99990125  =   0.99989882
 BS1601!UTM  17      -   0.99999757  x   0.99978150  =   0.99977907
 BS1601
 BS1601:                Primary Azimuth Mark                     Grid Az
 BS1601:SPC GA E     -  THRIFT                                   132 59 45.4
 BS1601:UTM  17      -  THRIFT                                   133 35 57.2
 BS1601
 BS1601|---------------------------------------------------------------------|
 BS1601| PID    Reference Object                     Distance      Geod. Az  |
 BS1601|                                                           dddmmss.s |
 BS1601| BS1598 THRIFT                              APPROX. 7.7 KM 1325628.7 |
 BS1601| CW4668 BRAGANZA RM                          17.660 METERS 24101     |
 BS1601|---------------------------------------------------------------------|
 BS1601
 BS1601                          SUPERSEDED SURVEY CONTROL
 BS1601
 BS1601  NAD 83(1986)-  31 07 58.08069(N)    082 16 20.50056(W) AD(       ) 1
 BS1601  NAD 27      -  31 07 57.27700(N)    082 16 21.03300(W) AD(       ) 1
 BS1601
 BS1601.Superseded values are not recommended for survey control.
 BS1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1601.See file dsdata.txt to determine how the superseded data were derived.
 BS1601
 BS1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ7869745016(NAD 83)
 BS1601_MARKER: DS = TRIANGULATION STATION DISK
 BS1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1601
 BS1601  HISTORY     - Date     Condition        Report By
 BS1601  HISTORY     - 1917     MONUMENTED       CGS
 BS1601
 BS1601                          STATION DESCRIPTION
 BS1601
 BS1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BS1601'AT BRAGANZA RAILWAY STATION, ON ATLANTIC COAST LINE RAILWAY
 BS1601'RIGHT-OF-WAY, 29.69 METERS (97.4 FEET) SOUTH OF EAST POINT OF
 BS1601'MILEPOST 104, 17.7 METERS (58 FEET) EAST OF WEST FENCE LINE OF
 BS1601'RIGHT-OF-WAY, AND 8.86 METERS (29.1 FEET) WEST OF WEST RAIL
 BS1601'OF MAIN TRACK.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 BS1601'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE MARK
 BS1601'IS 1-INCH IRON PIN IN CENTER OF MOUND OF CONCRETE, 3/4 METER
 BS1601'(30 INCHES) EAST OF WEST FENCE LINE OF RIGHT-OF-WAY, AND
 BS1601'17.66 METERS (57.9 FEET) FROM STATION IN GRID AZIMUTH 61 DEG
 BS1601'04 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1604 ***********************************************************************
 BS1604  DESIGNATION -  BRAGANZA FIRE TOWER
 BS1604  PID         -  BS1604
 BS1604  STATE/COUNTY-  GA/WARE
 BS1604  USGS QUAD   -  WAYCROSS SE (1994)
 BS1604
 BS1604                         *CURRENT SURVEY CONTROL
 BS1604  ___________________________________________________________________
 BS1604* NAD 83(1994)-  31 07 10.81820(N)    082 15 09.68474(W)     ADJUSTED  
 BS1604* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 BS1604  ___________________________________________________________________
 BS1604  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BS1604  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BS1604
 BS1604  HORZ ORDER  -  THIRD
 BS1604
 BS1604.The horizontal coordinates were established by classical geodetic methods
 BS1604.and adjusted by the National Geodetic Survey in September 1997..
 BS1604
 BS1604.The orthometric height was scaled from a topographic map.
 BS1604
 BS1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1604
 BS1604.The geoid height was determined by GEOID03.
 BS1604
 BS1604;                    North         East     Units Scale Factor Converg.
 BS1604;SPC GA E     -   124,119.759   191,795.482   MT  0.99990083   -0 02 40.1
 BS1604;SPC GA E     -   407,216.24    629,249.01   sFT  0.99990083   -0 02 40.1
 BS1604;SPC FL E     -   752,664.423    80,514.972   MT  1.00011722   -0 38 51.0
 BS1604;SPC FL E     - 2,469,366.53    264,156.20   sFT  1.00011722   -0 38 51.0
 BS1604;UTM  17      - 3,443,539.598   380,555.740   MT  0.99977598   -0 38 51.0
 BS1604
 BS1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1604!SPC GA E     -   0.99999788  x   0.99990083  =   0.99989871
 BS1604!SPC FL E     -   0.99999788  x   1.00011722  =   1.00011510
 BS1604!UTM  17      -   0.99999788  x   0.99977598  =   0.99977386
 BS1604
 BS1604:                Primary Azimuth Mark                     Grid Az
 BS1604:SPC GA E     -  BRAGANZA FIRE TOWER AZ MK                109 19 37.4
 BS1604:SPC FL E     -  BRAGANZA FIRE TOWER AZ MK                109 55 48.3
 BS1604:UTM  17      -  BRAGANZA FIRE TOWER AZ MK                109 55 48.3
 BS1604
 BS1604|---------------------------------------------------------------------|
 BS1604| PID    Reference Object                     Distance      Geod. Az  |
 BS1604|                                                           dddmmss.s |
 BS1604| CW4669 BRAGANZA FIRE TOWER AZ MK                          1091657.3 |
 BS1604|---------------------------------------------------------------------|
 BS1604
 BS1604                          SUPERSEDED SURVEY CONTROL
 BS1604
 BS1604  NAD 83(1986)-  31 07 10.83173(N)    082 15 09.69184(W) AD(       ) 3
 BS1604  NAD 27      -  31 07 10.02199(N)    082 15 10.24329(W) AD(       ) 3
 BS1604
 BS1604.Superseded values are not recommended for survey control.
 BS1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1604.See file dsdata.txt to determine how the superseded data were derived.
 BS1604
 BS1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ8055643540(NAD 83)
 BS1604_MARKER: DD = SURVEY DISK
 BS1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1604+STABILITY: SURFACE MOTION
 BS1604
 BS1604  HISTORY     - Date     Condition        Report By
 BS1604  HISTORY     - 1963     MONUMENTED       USGS
 BS1604
 BS1604                          STATION DESCRIPTION
 BS1604
 BS1604'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BS1604'STATION IS LOCATED UNDER THE BRAGANZA FIRE TOWER IN THE COMMUNITY
 BS1604'OF THE HEADQUARTERS, EIGHT DISTRICT, GEORGIA FORESTRY COMMISSION,
 BS1604'WARE COUNTY GEORGIA, ON U. S. HIGHWAY 1, APPROXIMATELY 9.0 MI S. OF
 BS1604'WAYCROSS, WARE COUNTY, GEORGIA.
 BS1604'
 BS1604'STATION IS 5.0 METERS SE. OF NW. LEG OF TOWER, 19.7 METERS SW. OF SW.
 BS1604'CORNER OF GARAGE, AND 15.5 METERS S. OF SE. CORNER GAS PUMP.
 BS1604'
 BS1604'STATION IS MARKED BY STANDARD USGS DISK SET IN 9 BY 9-IN. CONCRETE
 BS1604'POST PROJECTING 5 INCHES, STAMPED---BRAGANZA FT 30 ENGR BN 1963---.
 BS1604'
 BS1604'INSTRUMENT STAND WAS 27 METERS ABOVE STATION.
 BS1604'
 BS1604'AZIMUTH MARK, 0.2 MI S. OF STATION ACROSS ACL RR. IN TREE LINE, 32.8
 BS1604'METERS N 15 DEG E. FROM INTERSECTION OF RR. AND SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2066 ***********************************************************************
 EE2066  DESIGNATION -  BRAMLETT
 EE2066  PID         -  EE2066
 EE2066  STATE/COUNTY-  GA/WALKER
 EE2066  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2066
 EE2066                         *CURRENT SURVEY CONTROL
 EE2066  ___________________________________________________________________
 EE2066* NAD 83(1994)-  34 53 54.02767(N)    085 16 52.71362(W)     ADJUSTED  
 EE2066* NAVD 88     -       255.4    (meters)     838.     (feet)  VERTCON   
 EE2066  ___________________________________________________________________
 EE2066  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EE2066  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE2066
 EE2066  HORZ ORDER  -  FIRST
 EE2066
 EE2066.The horizontal coordinates were established by classical geodetic methods
 EE2066.and adjusted by the National Geodetic Survey in September 1997..
 EE2066
 EE2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2066
 EE2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2066
 EE2066.The geoid height was determined by GEOID03.
 EE2066
 EE2066;                    North         East     Units Scale Factor Converg.
 EE2066;SPC GA W     -   543,714.138   598,128.574   MT  1.00002786   -0 38 16.0
 EE2066;SPC GA W     - 1,783,835.47  1,962,360.16   sFT  1.00002786   -0 38 16.0
 EE2066;UTM  16      - 3,863,117.311   657,035.289   MT  0.99990394   +0 59 00.6
 EE2066
 EE2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2066!SPC GA W     -   0.99996455  x   1.00002786  =   0.99999241
 EE2066!UTM  16      -   0.99996455  x   0.99990394  =   0.99986850
 EE2066
 EE2066:                Primary Azimuth Mark                     Grid Az
 EE2066:SPC GA W     -  FT OGLETHORPE DAILY HILL SPIPE           057 48 21.8
 EE2066:UTM  16      -  FT OGLETHORPE DAILY HILL SPIPE           056 11 05.2
 EE2066
 EE2066|---------------------------------------------------------------------|
 EE2066| PID    Reference Object                     Distance      Geod. Az  |
 EE2066|                                                           dddmmss.s |
 EE2066| EE1991 FT OGLETHORPE DAILY HILL SPIPE      APPROX. 9.4 KM 0571005.8 |
 EE2066| CG4851 BRAMLETT RM 1                        32.711 METERS 11407     |
 EE2066| CG4850 BRAMLETT AZ MK                                     1260032.3 |
 EE2066| CG4852 BRAMLETT RM 2                        35.710 METERS 18243     |
 EE2066| EE2077 CHICKAMAUGA CRYSTAL TEX STACK       APPROX. 3.4 KM 1930622.3 |
 EE2066| EE2069 CHICKAMAUGA MUN STANDPIPE           APPROX. 3.5 KM 2351026.5 |
 EE2066|---------------------------------------------------------------------|
 EE2066
 EE2066                          SUPERSEDED SURVEY CONTROL
 EE2066
 EE2066  NAD 83(1994)-  34 53 54.02921(N)    085 16 52.71723(W) AD(       ) 1
 EE2066  NAD 83(1986)-  34 53 54.03008(N)    085 16 52.71549(W) AD(       ) 1
 EE2066  NAD 27      -  34 53 53.75547(N)    085 16 52.87005(W) AD(       ) 1
 EE2066  NGVD 29 (07/19/86)  255.4    (m)          838.     (f) VERT ANG       
 EE2066
 EE2066.Superseded values are not recommended for survey control.
 EE2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2066.See file dsdata.txt to determine how the superseded data were derived.
 EE2066
 EE2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5703563117(NAD 83)
 EE2066_MARKER: DS = TRIANGULATION STATION DISK
 EE2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2066
 EE2066  HISTORY     - Date     Condition        Report By
 EE2066  HISTORY     - 1972     MONUMENTED       NGS
 EE2066
 EE2066                          STATION DESCRIPTION
 EE2066
 EE2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2066'THE STATION IS LOCATED 4 MILES SOUTH-SOUTHWEST OF FORT OGLETHORPE,
 EE2066'2 MILES NORTH-NORTHEAST OF CHICKAMAUGA, 1 MILE WEST OF
 EE2066'U.S. HIGHWAY 27, ON THE HIGHEST GROUND IN THE IMMEDIATE AREA, IN
 EE2066'AN OPEN FIELD, ON PROPERTY OWNED BY J. C. BRAMLETT, WHO LIVES
 EE2066'SOUTHEAST OF THE STATION.
 EE2066'
 EE2066'TO REACH FROM THE CHICKAMAUGA POST OFFICE, GO NORTH ON STATE
 EE2066'HIGHWAY 341 FOR 0.1 MILE TO A CROSS-STREET.  TURN RIGHT AND GO
 EE2066'EAST ON GORDON STREET FOR 0.3 MILE TO A ROAD LEFT.  TURN LEFT
 EE2066'AND GO NORTH ON CRITTENDEN AVENUE FOR 0.8 MILE TO A
 EE2066'CROSSROAD.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.8 MILE TO A
 EE2066'PAVED ROAD RIGHT.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.3 MILE
 EE2066'TO A DIRT ROAD LEFT AT THE CHICKAMAUGA BATTLEFIELD BOUNDARY.
 EE2066'TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 0.2 MILE TO A RAILROAD
 EE2066'CROSSING.  CONTINUE WEST ON THE DIRT ROAD FOR 0.05 MILE TO
 EE2066'A FORK.  KEEP RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.05
 EE2066'MILE TO THE AZIMUTH MARK ON THE RIGHT IN A YARD.  CONTINUE NORTH
 EE2066'AND WEST FOR 0.1 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 EE2066'NORTH ON A PAVED ROAD FOR 100 FEET TO A DRIVEWAY ON THE LEFT.
 EE2066'TURN LEFT AND GO WEST AND NORTH FOR 0.3 MILE TO THE END OF
 EE2066'DRIVEWAY AND A FIELD ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 EE2066'NORTHWEST FOR 120 FEET TO HIGH GROUND AND STATION.
 EE2066'
 EE2066'STATION MARKS ARE STANDARD DISKS STAMPED BRAMLETT 1972.  THE
 EE2066'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2066'MONUMENT WHICH IS 14 INCHES BELOW GROUND.  IT IS 107 FEET
 EE2066'WEST-NORTHWEST OF A METAL WITNESS POST, AND 120 FEET NORTH OF A
 EE2066'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 EE2066'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW GROUND.
 EE2066'
 EE2066'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAMLETT NO 1 1972, IS
 EE2066'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2066'IS FLUSH WITH THE GROUND.  IT IS 28 FEET NORTH OF THE CENTER OF
 EE2066'THE FIELD ENTRANCE, 1.4 FEET WEST OF A FENCE CORNER POST, AND 1
 EE2066'FOOT SOUTH OF A METAL WITNESS POST.
 EE2066'
 EE2066'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAMLETT NO 2 1972, IS
 EE2066'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 EE2066'FLUSH WITH THE GROUND.  IT IS 2.8 FEET NORTH OF A WIRE FENCE, AND
 EE2066'1.5 FEET EAST OF A METAL WITNESS POST.
 EE2066'
 EE2066'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRAMLETT 1972, IS SET
 EE2066'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 EE2066'FLUSH WITH THE GROUND.  IT IS 38 FEET NORTH OF THE CENTER OF A
 EE2066'DRIVEWAY LEADING TO A WHITE FRAME HOUSE, 38 FEET SOUTH-SOUTHWEST
 EE2066'OF POWERLINE POLE 2, 20 FEET EAST OF THE CENTER OF THE PAVED
 EE2066'ROAD, AND 6.5 FEET WEST OF A METAL WITNESS POST.
 EE2066'
 EE2066'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1175 ***********************************************************************
 BR1175  DESIGNATION -  BRANCH
 BR1175  PID         -  BR1175
 BR1175  STATE/COUNTY-  GA/LIBERTY
 BR1175  USGS QUAD   -  SEABROOK (1979)
 BR1175
 BR1175                         *CURRENT SURVEY CONTROL
 BR1175  ___________________________________________________________________
 BR1175* NAD 83(1994)-  31 39 21.76336(N)    081 20 23.68776(W)     ADJUSTED  
 BR1175* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1175  ___________________________________________________________________
 BR1175  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BR1175  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 BR1175
 BR1175  HORZ ORDER  -  THIRD
 BR1175
 BR1175.The horizontal coordinates were established by classical geodetic methods
 BR1175.and adjusted by the National Geodetic Survey in September 1997..
 BR1175
 BR1175.The orthometric height was scaled from a topographic map.
 BR1175
 BR1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1175
 BR1175.The geoid height was determined by GEOID03.
 BR1175
 BR1175;                    North         East     Units Scale Factor Converg.
 BR1175;SPC GA E     -   183,878.573   278,406.144   MT  0.99997580   +0 26 02.1
 BR1175;SPC GA E     -   603,274.95    913,404.16   sFT  0.99997580   +0 26 02.1
 BR1175;UTM  17      - 3,502,362.120   467,774.013   MT  0.99961281   -0 10 42.2
 BR1175
 BR1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1175!SPC GA E     -   1.00000455  x   0.99997580  =   0.99998035
 BR1175!UTM  17      -   1.00000455  x   0.99961281  =   0.99961736
 BR1175
 BR1175|---------------------------------------------------------------------|
 BR1175| PID    Reference Object                     Distance      Geod. Az  |
 BR1175|                                                           dddmmss.s |
 BR1175| CW4671 BRANCH RM 2                          14.640 METERS 03834     |
 BR1175| BR1176 MCINTOSH                            APPROX. 2.3 KM 1005126.4 |
 BR1175| CW4670 BRANCH RM 1                          10.400 METERS 31918     |
 BR1175|---------------------------------------------------------------------|
 BR1175
 BR1175                          SUPERSEDED SURVEY CONTROL
 BR1175
 BR1175  NAD 83(1986)-  31 39 21.77566(N)    081 20 23.69475(W) AD(       ) 3
 BR1175  NAD 27      -  31 39 20.99100(N)    081 20 24.31800(W) AD(       ) 3
 BR1175
 BR1175.Superseded values are not recommended for survey control.
 BR1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1175.See file dsdata.txt to determine how the superseded data were derived.
 BR1175
 BR1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6777402362(NAD 83)
 BR1175_MARKER: DS = TRIANGULATION STATION DISK
 BR1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1175
 BR1175  HISTORY     - Date     Condition        Report By
 BR1175  HISTORY     - 1934     MONUMENTED       CGS
 BR1175  HISTORY     - 1952     GOOD             CGS
 BR1175
 BR1175                          STATION DESCRIPTION
 BR1175
 BR1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1175'ON PROMINENT POINT OF TREES EXTENDING TO SOUTHWARD .3 M.
 BR1175'NE OF BANK OF SMALL CREEK RUNNING NW FROM S NEWPORT RIVER.  5 M.
 BR1175'SE OF TREE LINE.
 BR1175'
 BR1175'STATION MARK--STANDARD DISC SET IN 1 X 1 X 3 CONCRETE MONUMENT.
 BR1175'
 BR1175'TWO R.M.S--STANDARD DISC SET IN 1 X 1 X 3 CONCRETE MONUMENT.
 BR1175
 BR1175                          STATION RECOVERY (1952)
 BR1175
 BR1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1175'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BR1175'THE DISTANCES BETWEEN THE STATION AND REFERENCE MARKS WERE
 BR1175'CHECKED WITH A STEEL TAPE AND WERE FOUND TO BE CORRECT.
 BR1175'THE DESCRIPTION IS ADEQUATE AND CORRECT.
 BR1175'
 BR1175'STATION MARK IS STAMPED BRANCH 1934 AND PROJECTS 2 IN. ABOVE
 BR1175'THE GROUND.
 BR1175'
 BR1175'REFERENCE MARK 1 IS STAMPED BRANCH 1934 R.M. 1 AND PROJECTS
 BR1175'2 IN. ABOVE THE GROUND.
 BR1175'
 BR1175'REFERENCE MARK 2 IS STAMPED BRANCH 1934 R.M. 2 AND PROJECTS
 BR1175'2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1372 ***********************************************************************
 CL1372  DESIGNATION -  BRANCH=V 24
 CL1372  PID         -  CL1372
 CL1372  STATE/COUNTY-  GA/TWIGGS
 CL1372  USGS QUAD   -  DRY BRANCH (1985)
 CL1372
 CL1372                         *CURRENT SURVEY CONTROL
 CL1372  ___________________________________________________________________
 CL1372* NAD 83(1994)-  32 47 53.94757(N)    083 29 48.44185(W)     ADJUSTED  
 CL1372* NAVD 88     -       112.089  (meters)     367.75   (feet)  POSTED    
 CL1372  ___________________________________________________________________
 CL1372  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CL1372  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CL1372  DYNAMIC HT  -         111.960 (meters)     367.32  (feet)  COMP
 CL1372  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 CL1372
 CL1372  HORZ ORDER  -  FIRST
 CL1372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1372
 CL1372.The horizontal coordinates were established by classical geodetic methods
 CL1372.and adjusted by the National Geodetic Survey in September 1997..
 CL1372
 CL1372.The orthometric height was determined by differential leveling
 CL1372.and adjusted by the National Geodetic Survey in 1992..
 CL1372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1372.rate of 0.0 thru 1.0 mm/km.
 CL1372
 CL1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1372
 CL1372.The geoid height was determined by GEOID03.
 CL1372
 CL1372.The dynamic height is computed by dividing the NAVD 88
 CL1372.geopotential number by the normal gravity value computed on the
 CL1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1372.degrees latitude (g = 980.6199 gals.).
 CL1372
 CL1372.The modeled gravity was interpolated from observed gravity values.
 CL1372
 CL1372;                    North         East     Units Scale Factor Converg.
 CL1372;SPC GA W     -   310,435.304   762,738.544   MT  0.99994852   +0 21 46.3
 CL1372;SPC GA W     - 1,018,486.49  2,502,418.04   sFT  0.99994852   +0 21 46.3
 CL1372;UTM  17      - 3,631,689.396   266,200.325   MT  1.00027406   -1 21 11.1
 CL1372
 CL1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1372!SPC GA W     -   0.99998668  x   0.99994852  =   0.99993520
 CL1372!UTM  17      -   0.99998668  x   1.00027406  =   1.00026073
 CL1372
 CL1372:                Primary Azimuth Mark                     Grid Az
 CL1372:SPC GA W     -  WOOD=W 24                                183 27 57.2
 CL1372:UTM  17      -  WOOD=W 24                                185 10 54.6
 CL1372
 CL1372|---------------------------------------------------------------------|
 CL1372| PID    Reference Object                     Distance      Geod. Az  |
 CL1372|                                                           dddmmss.s |
 CL1372| CL0495 WOOD=W 24                           APPROX. 0.5 KM 1834943.5 |
 CL1372| CL3004 BRANCH RM                                          25108     |
 CL1372| CL1373 BURKETT=T 24                        298.189 METERS 34313     |
 CL1372|---------------------------------------------------------------------|
 CL1372
 CL1372                          SUPERSEDED SURVEY CONTROL
 CL1372
 CL1372  NAD 83(1986)-  32 47 53.94985(N)    083 29 48.44024(W) AD(       ) 1
 CL1372  NAD 27      -  32 47 53.45100(N)    083 29 48.79300(W) AD(       ) 1
 CL1372
 CL1372.Superseded values are not recommended for survey control.
 CL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1372.See file dsdata.txt to determine how the superseded data were derived.
 CL1372
 CL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6620031689(NAD 83)
 CL1372_MARKER: DS = TRIANGULATION STATION DISK
 CL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1372
 CL1372  HISTORY     - Date     Condition        Report By
 CL1372  HISTORY     - 1918     MONUMENTED       CGS
 CL1372  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1372  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1372
 CL1372                          STATION DESCRIPTION
 CL1372
 CL1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1372'ABOUT 550 FEET SOUTH OF DEPOT AT DRY BRANCH, ON THE MACON,
 CL1372'DUBLIN AND SAVANNAH RAILWAY, 246 FEET NORTH OF NORTH END OF
 CL1372'BRIDGE, 2.565 METERS (8.42 FEET) EAST OF EAST RAIL, ON A HIGH
 CL1372'BANK AND ON EXTENSION OF SOUTH TANGENT OF EAST RAIL.
 CL1372'REFERENCE MARK IS JUST NORTH OF
 CL1372'A ROAD, ABOUT 30 METERS (98 FEET) FROM STATION IN GRID AZIMUTH
 CL1372'70 DEG 46 MIN.  IN 1922 UNABLE TO LOCATE REFERENCE MARK,
 CL1372'AND IN 1934 UNABLE TO LOCATE STATION MARK.
 CL1372
 CL1372                          STATION RECOVERY (1949)
 CL1372
 CL1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1372'CONSIDERABLE PROBING AROUND THE POINT DESCRIBED AND ON THE
 CL1372'TANGENT DESCRIBED FAILED TO FIND ANY EVIDENCE OF THE MARK.
 CL1372'
 CL1372'LOOKING DOWN FROM THE TOP OF THE FILL, IT APPEARS MOST CERTAIN
 CL1372'THAT A BORROW PIT FROM WHICH THE HIGHWAY FILL WAS CONSTRUCTED
 CL1372'HAS DESTROYED THE REFERENCE MARK.  THE OPPOSITE DIRECTION OR
 CL1372'REVERSED AZIMUTH WAS ALSO INVESTIGATED WITHOUT RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1313 ***********************************************************************
 BR1313  DESIGNATION -  BRANDY POINT
 BR1313  PID         -  BR1313
 BR1313  STATE/COUNTY-  GA/GLYNN
 BR1313  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1313
 BR1313                         *CURRENT SURVEY CONTROL
 BR1313  ___________________________________________________________________
 BR1313* NAD 83(1994)-  31 07 44.81143(N)    081 29 57.14624(W)     ADJUSTED  
 BR1313* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BR1313  ___________________________________________________________________
 BR1313  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BR1313  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 BR1313
 BR1313  HORZ ORDER  -  THIRD
 BR1313
 BR1313.The horizontal coordinates were established by classical geodetic methods
 BR1313.and adjusted by the National Geodetic Survey in September 1997..
 BR1313
 BR1313.The orthometric height was scaled from a topographic map.
 BR1313
 BR1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1313
 BR1313.The geoid height was determined by GEOID03.
 BR1313
 BR1313;                    North         East     Units Scale Factor Converg.
 BR1313;SPC GA E     -   125,355.060   263,653.476   MT  0.99994996   +0 20 42.2
 BR1313;SPC GA E     -   411,269.06    865,003.11   sFT  0.99994996   +0 20 42.2
 BR1313;UTM  17      - 3,444,018.371   452,406.696   MT  0.99962794   -0 15 29.1
 BR1313
 BR1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1313!SPC GA E     -   1.00000412  x   0.99994996  =   0.99995408
 BR1313!UTM  17      -   1.00000412  x   0.99962794  =   0.99963206
 BR1313
 BR1313                          SUPERSEDED SURVEY CONTROL
 BR1313
 BR1313  NAD 83(1986)-  31 07 44.82255(N)    081 29 57.14931(W) AD(       ) 3
 BR1313  NAD 27      -  31 07 43.99600(N)    081 29 57.79000(W) AD(       ) 3
 BR1313
 BR1313.Superseded values are not recommended for survey control.
 BR1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1313.See file dsdata.txt to determine how the superseded data were derived.
 BR1313
 BR1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5240744018(NAD 83)
 BR1313
 BR1313  HISTORY     - Date     Condition        Report By
 BR1313  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1313  HISTORY     - 1953     MARK NOT FOUND   CGS
 BR1313  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1313
 BR1313                          STATION DESCRIPTION
 BR1313
 BR1313'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1313'A STATION OF THE U S E D ON THE SE TIP OF BUZZARDS ISLAND WHICH IS
 BR1313'KNOWN AS BRANDY POINT.  STATION IS MARKED BY A STAND AND 4 X 6
 BR1313'POST.  THE STATION WAS LOCATED BY INTERSECTION.
 BR1313
 BR1313                          STATION RECOVERY (1953)
 BR1313
 BR1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1313'A THOROUGH SEARCH FOR THIS STAND AND POST FAILED TO LOCATE THE
 BR1313'STATION.  IT IS RECOMMENDED THAT IT BE CLASSIFIED AS DESTROYED.
 BR1313
 BR1313                          STATION RECOVERY (1965)
 BR1313
 BR1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1313'LOST.  NO STAND OR POST COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1310 ***********************************************************************
 BR1310  DESIGNATION -  BRANDY POINT BEACON
 BR1310  PID         -  BR1310
 BR1310  STATE/COUNTY-  GA/GLYNN
 BR1310  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1310
 BR1310                         *CURRENT SURVEY CONTROL
 BR1310  ___________________________________________________________________
 BR1310* NAD 83(1994)-  31 07 31.15777(N)    081 29 39.66972(W)     ADJUSTED  
 BR1310* NAVD 88     -                                                        
 BR1310  ___________________________________________________________________
 BR1310  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 BR1310  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 BR1310
 BR1310  HORZ ORDER  -  THIRD
 BR1310
 BR1310.The horizontal coordinates were established by classical geodetic methods
 BR1310.and adjusted by the National Geodetic Survey in September 1997..
 BR1310
 BR1310
 BR1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1310
 BR1310.The geoid height was determined by GEOID03.
 BR1310
 BR1310;                    North         East     Units Scale Factor Converg.
 BR1310;SPC GA E     -   124,937.386   264,119.003   MT  0.99995069   +0 20 51.1
 BR1310;SPC GA E     -   409,898.74    866,530.43   sFT  0.99995069   +0 20 51.1
 BR1310;UTM  17      - 3,443,595.956   452,867.652   MT  0.99962740   -0 15 19.9
 BR1310
 BR1310                          SUPERSEDED SURVEY CONTROL
 BR1310
 BR1310  NAD 83(1986)-  31 07 31.16891(N)    081 29 39.67280(W) AD(       ) 4
 BR1310  NAD 27      -  31 07 30.34500(N)    081 29 40.31300(W) AD(       ) 3
 BR1310
 BR1310.Superseded values are not recommended for survey control.
 BR1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1310.See file dsdata.txt to determine how the superseded data were derived.
 BR1310
 BR1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5286843596(NAD 83)
 BR1310_MARKER: 16 = DAYBEACON
 BR1310
 BR1310  HISTORY     - Date     Condition        Report By
 BR1310  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1310  HISTORY     - 1953     GOOD             CGS
 BR1310  HISTORY     - 1965     POOR             CGS
 BR1310
 BR1310                          STATION DESCRIPTION
 BR1310
 BR1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1310'NO PREVIOUS DESCRIPTION OF THIS STATION WAS AVAILABLE AT THE TIME OF
 BR1310'RECOVERY.  THERE IS NO EVIDENCE THAT THIS DAYBEACON HAS BEEN
 BR1310'MOVED.
 BR1310'
 BR1310'STATION IS LOCATED NEAR THE S END OF A LOW JETTY ON THE W SIDE OF
 BR1310'THE ENTRANCE TO BRUNSWICK HARBOR.
 BR1310
 BR1310                          STATION RECOVERY (1965)
 BR1310
 BR1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1310'DESTROYED.  THE SINGLE PILE BEACON WAS RECOVERED AS DESCRIBED IN THE
 BR1310'1953 RECOVERY NOTE BY P.T.
 BR1310'
 BR1310'THE PILE IS LEANING TOWARD THE SOUTHWEST AND IT IS RECOMMENDED THE
 BR1310'STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1746 ***********************************************************************
 ED1746  DESIGNATION -  BRASELTON S MUN TANK
 ED1746  PID         -  ED1746
 ED1746  STATE/COUNTY-  GA/JACKSON
 ED1746  USGS QUAD   -  AUBURN (1993)
 ED1746
 ED1746                         *CURRENT SURVEY CONTROL
 ED1746  ___________________________________________________________________
 ED1746* NAD 83(1994)-  34 06 24.57261(N)    083 46 01.77782(W)     ADJUSTED  
 ED1746* NAVD 88     -                                                        
 ED1746  ___________________________________________________________________
 ED1746  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ED1746  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED1746
 ED1746  HORZ ORDER  -  THIRD
 ED1746
 ED1746.The horizontal coordinates were established by classical geodetic methods
 ED1746.and adjusted by the National Geodetic Survey in September 1997..
 ED1746
 ED1746
 ED1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1746
 ED1746.The geoid height was determined by GEOID03.
 ED1746
 ED1746;                    North         East     Units Scale Factor Converg.
 ED1746;SPC GA W     -   455,424.028   736,858.451   MT  0.99991674   +0 13 26.5
 ED1746;SPC GA W     - 1,494,170.33  2,417,509.77   sFT  0.99991674   +0 13 26.5
 ED1746;UTM  17      - 3,777,458.689   244,741.935   MT  1.00040326   -1 33 09.0
 ED1746
 ED1746                          SUPERSEDED SURVEY CONTROL
 ED1746
 ED1746  NAD 83(1986)-  34 06 24.57929(N)    083 46 01.77754(W) AD(       ) 4
 ED1746  NAD 27      -  34 06 24.19239(N)    083 46 02.16340(W) AD(       ) 3
 ED1746
 ED1746.Superseded values are not recommended for survey control.
 ED1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1746.See file dsdata.txt to determine how the superseded data were derived.
 ED1746
 ED1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4474277459(NAD 83)
 ED1746_MARKER: 53 = ELEVATED TANK
 ED1746
 ED1746  HISTORY     - Date     Condition        Report By
 ED1746  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1746
 ED1746                          STATION DESCRIPTION
 ED1746
 ED1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1746'THE STATION IS THE APEX OF THE VENT ATOP THE BRASELTON SOUTH
 ED1746'MUNICIPAL WATER TANK.  IT IS THE SOUTH ONE AND LARGER OF
 ED1746'TWO.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 ED1746'HEMISPHERICAL BOTTOM, SUPPORTED BY FIVE TUBULAR LEGS.  IT IS
 ED1746'SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ED1746'
 ED1746'LOCATED AT THE SOUTHWEST EDGE OF BRASELTON, ABOUT 0.3 MILE
 ED1746'SOUTHWEST OF THE CENTER OF TOWN, 350 FEET SOUTHEAST OF THE
 ED1746'CENTERLINE OF STATE HIGHWAY 124 AND 53.5 FEET SOUTH-SOUTHEAST OF
 ED1746'BRASELTON NORTH MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1912 ***********************************************************************
 ED1912  DESIGNATION -  BRASSTOWN BALD
 ED1912  PID         -  ED1912
 ED1912  STATE/COUNTY-  GA/TOWNS
 ED1912  USGS QUAD   -  JACKS GAP (1988)
 ED1912
 ED1912                         *CURRENT SURVEY CONTROL
 ED1912  ___________________________________________________________________
 ED1912* NAD 83(1994)-  34 52 27.35328(N)    083 48 38.69134(W)     ADJUSTED  
 ED1912* NAVD 88     -      1475.3    (meters)    4840.     (feet)  VERTCON   
 ED1912  ___________________________________________________________________
 ED1912  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 ED1912  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 ED1912
 ED1912  HORZ ORDER  -  FIRST
 ED1912
 ED1912.The horizontal coordinates were established by classical geodetic methods
 ED1912.and adjusted by the National Geodetic Survey in September 1997..
 ED1912
 ED1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1912
 ED1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1912
 ED1912.The geoid height was determined by GEOID03.
 ED1912
 ED1912;                    North         East     Units Scale Factor Converg.
 ED1912;SPC GA W     -   540,534.245   732,537.642   MT  0.99991304   +0 12 12.6
 ED1912;SPC GA W     - 1,773,402.77  2,403,333.91   sFT  0.99991304   +0 12 12.6
 ED1912;SPC NC       -   135,369.459   169,984.826   MT  0.99989416   -2 46 35.8
 ED1912;SPC NC       -   444,124.63    557,691.88   sFT  0.99989416   -2 46 35.8
 ED1912;UTM  17      - 3,862,704.516   243,086.952   MT  1.00041358   -1 36 28.8
 ED1912
 ED1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1912!SPC GA W     -   0.99977296  x   0.99991304  =   0.99968602
 ED1912!SPC NC       -   0.99977296  x   0.99989416  =   0.99966714
 ED1912!UTM  17      -   0.99977296  x   1.00041358  =   1.00018644
 ED1912
 ED1912:                Primary Azimuth Mark                     Grid Az
 ED1912:SPC GA W     -  BRASSTOWN BALD 1975 RM 2                 174 38 38.1
 ED1912:SPC NC       -  BRASSTOWN BALD 1975 RM 2                 177 37 26.5
 ED1912:UTM  17      -  BRASSTOWN BALD 1975 RM 2                 176 27 19.5
 ED1912
 ED1912|---------------------------------------------------------------------|
 ED1912| PID    Reference Object                     Distance      Geod. Az  |
 ED1912|                                                           dddmmss.s |
 ED1912| ED1911 BRASSTOWN BALD 1975 RM 2            APPROX. 0.7 KM 1745050.7 |
 ED1912| CZ4274 BRASSTOWN BALD RM 1                                25922     |
 ED1912|---------------------------------------------------------------------|
 ED1912
 ED1912                          SUPERSEDED SURVEY CONTROL
 ED1912
 ED1912  NAD 83(1986)-  34 52 27.36195(N)    083 48 38.69297(W) AD(       ) 1
 ED1912  NAD 27      -  34 52 27.03525(N)    083 48 39.05427(W) AD(       ) 1
 ED1912  NGVD 29 (07/19/86) 1475.2    (m)         4840.     (f) VERT ANG       
 ED1912
 ED1912.Superseded values are not recommended for survey control.
 ED1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1912.See file dsdata.txt to determine how the superseded data were derived.
 ED1912
 ED1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4308762705(NAD 83)
 ED1912_MARKER: DS = TRIANGULATION STATION DISK
 ED1912_SETTING: 0 = UNSPECIFIED SETTING
 ED1912
 ED1912  HISTORY     - Date     Condition        Report By
 ED1912  HISTORY     - 1975     MONUMENTED       NGS
 ED1912
 ED1912                          STATION DESCRIPTION
 ED1912
 ED1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1912'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF HELEN,
 ED1912'8.5 MILES EAST OF BLAIRSVILLE, 6 MILES SOUTHWEST OF HIAWASSEE
 ED1912'AND ON THE ROOF OF THE U.S. FOREST SERVICE LOOKOUT TOWER ON
 ED1912'BRASSTOWN BALD MOUNTAIN.  U.S. FOREST SERVICE DISTRICT OFFICE,
 ED1912'BLAIRSVILLE GEORGIA.
 ED1912'
 ED1912'TO REACH FROM THE JUNCTION OF STATE ROUTES 17, 75 AND 356,
 ED1912'ABOUT 1 MILE NORTHWEST OF HELEN, GO NORTHERLY ON ROUTES 17 AND
 ED1912'75 FOR 11 MILES TO THE JUNCTION OF STATE ROUTE 66 ON THE
 ED1912'LEFT.  TURN LEFT AND GO WESTERLY ON ROUTE 66 FOR 5.3 MILES TO
 ED1912'THE JUNCTION OF STATE ROUTE 180.  TURN RIGHT, PASSING THROUGH A
 ED1912'LOCKED PIPE GATE, AND GO NORTHERLY UP A STEEP GRADE ON ROUTE 66
 ED1912'FOR 2.5 MILES TO A PARKING LOT ON THE LEFT.  (TO REACH
 ED1912'REFERENCE MARK 2, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO END OF
 ED1912'PARKING LOT AND THE MARK AS DESCRIBED.) TURN RIGHT, THROUGH
 ED1912'A NARROW GATE AND FOLLOW PAVED ROAD FOR 0.65 MILE TO TOP OF
 ED1912'THE MOUNTAIN AND THE STATION AS DESCRIBED.
 ED1912'
 ED1912'THE STATION MARK, A STANDARD DISK STAMPED BRASSTOWN BALD 1974,
 ED1912'IS CEMENTED WITH EPOXY TO THE TAR AND GRAVEL ROOF OF THE LOOKOUT
 ED1912'TOWER.  THE SHANK OF THE DISK HAS BEEN REMOVED.  IT IS JUST
 ED1912'SOUTH OF THE HATCH LEADING FROM THE OBSERVATION DECK TO THE ROOF.
 ED1912'
 ED1912'REFERENCE MARK 1, A STANDARD DISK STAMPED BRASSTOWN BALD NO 1
 ED1912'1974, IS CEMENTED IN A DRILL HOLE IN A ROCK WALL WHICH PROJECTS
 ED1912'ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 12.5 FEET
 ED1912'SOUTHWEST OF A GEORGIA HISTORICAL SIGN, 14.5 FEET SOUTHEAST OF
 ED1912'THE CENTER OF A MACADAM SIDEWALK LEADING FROM THE PARKING LOT AT
 ED1912'THE LOOKOUT TOWER AND 50 FEET SOUTHWEST OF AND 10 FEET LOWER
 ED1912'THAN THE ROAD CENTER AT THE WEST EDGE OF THE PARKING LOT.
 ED1912'
 ED1912'REFERENCE MARK 2, A STANDARD DISK STAMPED BRASSTOWN BALD NO 2
 ED1912'1974, IS CEMENTED IN A DRILL HOLE IN THE CURB ALONG THE SOUTH
 ED1912'END OF THE MAIN PARKING LOT.  IT IS 13 FEET NORTHEAST OF A STORM
 ED1912'SEWER AND 27 FEET SOUTHWEST OF AN UNDERGROUND TRASH RECEPTACLE.
 ED1912'
 ED1912'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1911 ***********************************************************************
 ED1911  DESIGNATION -  BRASSTOWN BALD 1975 RM 2
 ED1911  PID         -  ED1911
 ED1911  STATE/COUNTY-  GA/TOWNS
 ED1911  USGS QUAD   -  JACKS GAP (1988)
 ED1911
 ED1911                         *CURRENT SURVEY CONTROL
 ED1911  ___________________________________________________________________
 ED1911* NAD 83(1994)-  34 52 05.19791(N)    083 48 36.26738(W)     ADJUSTED  
 ED1911* NAVD 88     -      1316.     (meters)    4318.     (feet)  VERTCON   
 ED1911  ___________________________________________________________________
 ED1911  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 ED1911  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 ED1911
 ED1911  HORZ ORDER  -  SECOND
 ED1911
 ED1911.The horizontal coordinates were established by classical geodetic methods
 ED1911.and adjusted by the National Geodetic Survey in September 1997..
 ED1911.No horizontal observational check was made to the station.
 ED1911
 ED1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1911
 ED1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1911
 ED1911.The geoid height was determined by GEOID03.
 ED1911
 ED1911;                    North         East     Units Scale Factor Converg.
 ED1911;SPC GA W     -   539,851.784   732,601.626   MT  0.99991310   +0 12 13.9
 ED1911;SPC GA W     - 1,771,163.73  2,403,543.83   sFT  0.99991310   +0 12 13.9
 ED1911;UTM  17      - 3,862,020.031   243,129.353   MT  1.00041331   -1 36 26.5
 ED1911
 ED1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1911!SPC GA W     -   0.99979794  x   0.99991310  =   0.99971106
 ED1911!UTM  17      -   0.99979794  x   1.00041331  =   1.00021116
 ED1911
 ED1911                          SUPERSEDED SURVEY CONTROL
 ED1911
 ED1911  NAD 83(1986)-  34 52 05.20658(N)    083 48 36.26858(W) AD(       ) 2
 ED1911  NAD 27      -  34 52 04.88226(N)    083 48 36.62947(W) AD(       ) 2
 ED1911  NGVD 29 (07/19/86) 1316.     (m)         4318.     (f) VERT ANG       
 ED1911
 ED1911.Superseded values are not recommended for survey control.
 ED1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1911.See file dsdata.txt to determine how the superseded data were derived.
 ED1911
 ED1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4312962020(NAD 83)
 ED1911_MARKER: DS = TRIANGULATION STATION DISK
 ED1911_SETTING: 0 = UNSPECIFIED SETTING
 ED1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED1911
 ED1911  HISTORY     - Date     Condition        Report By
 ED1911  HISTORY     - 1975     MONUMENTED       NGS
 ED1911
 ED1911                          STATION DESCRIPTION
 ED1911
 ED1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1911'THE MARK, A STANDARD DISK STAMPED BRASSTOWN BALD NO 2 1974, IS
 ED1911'CEMENTED IN A DRILL HOLE IN THE CURB ALONG THE SOUTH END OF THE
 ED1911'MAIN PARKING LOT.  IT IS 13 FEET NORTHEAST OF A STORM SEWER AND
 ED1911'27 FEET SOUTHWEST OF AN UNDERGROUND TRASH RECEPTACLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1539 ***********************************************************************
 EE1539  DESIGNATION -  BRAWLEY
 EE1539  PID         -  EE1539
 EE1539  STATE/COUNTY-  GA/FANNIN
 EE1539  USGS QUAD   -  WILSCOT (1988)
 EE1539
 EE1539                         *CURRENT SURVEY CONTROL
 EE1539  ___________________________________________________________________
 EE1539* NAD 83(1994)-  34 48 08.41298(N)    084 12 51.21888(W)     ADJUSTED  
 EE1539* NAVD 88     -       922.4    (meters)    3026.     (feet)  VERTCON   
 EE1539  ___________________________________________________________________
 EE1539  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 EE1539  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE1539
 EE1539  HORZ ORDER  -  FIRST
 EE1539
 EE1539.The horizontal coordinates were established by classical geodetic methods
 EE1539.and adjusted by the National Geodetic Survey in September 1997..
 EE1539
 EE1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1539
 EE1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1539
 EE1539.The geoid height was determined by GEOID03.
 EE1539
 EE1539;                    North         East     Units Scale Factor Converg.
 EE1539;SPC GA W     -   532,498.783   695,648.282   MT  0.99990023   -0 01 37.7
 EE1539;SPC GA W     - 1,747,039.76  2,282,306.07   sFT  0.99990023   -0 01 37.7
 EE1539;UTM  16      - 3,854,661.085   754,851.415   MT  1.00040058   +1 35 27.0
 EE1539
 EE1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1539!SPC GA W     -   0.99985974  x   0.99990023  =   0.99975998
 EE1539!UTM  16      -   0.99985974  x   1.00040058  =   1.00026026
 EE1539
 EE1539|---------------------------------------------------------------------|
 EE1539| PID    Reference Object                     Distance      Geod. Az  |
 EE1539|                                                           dddmmss.s |
 EE1539| CZ4275 BRAWLEY RM 1                         14.347 METERS 04550     |
 EE1539| CZ4277 BRAWLEY RM 3                                       0831416.2 |
 EE1539| CZ4276 BRAWLEY RM 2                         14.537 METERS 14518     |
 EE1539| EE1540 BRAWLEY MTN LOT                      15.793 METERS 15004     |
 EE1539| EE1592 MORGANTON MUN TANK                  APPROX. 8.8 KM 3380054.0 |
 EE1539|---------------------------------------------------------------------|
 EE1539
 EE1539                          SUPERSEDED SURVEY CONTROL
 EE1539
 EE1539  NAD 83(1986)-  34 48 08.41749(N)    084 12 51.22427(W) AD(       ) 1
 EE1539  NAD 27      -  34 48 08.11131(N)    084 12 51.52950(W) AD(       ) 1
 EE1539  NGVD 29 (07/19/86)  922.4    (m)         3026.     (f) VERT ANG       
 EE1539
 EE1539.Superseded values are not recommended for survey control.
 EE1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1539.See file dsdata.txt to determine how the superseded data were derived.
 EE1539
 EE1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5485154661(NAD 83)
 EE1539_MARKER: DS = TRIANGULATION STATION DISK
 EE1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1539
 EE1539  HISTORY     - Date     Condition        Report By
 EE1539  HISTORY     - 1972     MONUMENTED       NGS
 EE1539
 EE1539                          STATION DESCRIPTION
 EE1539
 EE1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1539'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF THE NORTH
 EE1539'CAROLINA-GEORGIA STATE LINE, 7.7 MILES SOUTHEAST OF BLUE RIDGE,
 EE1539'AND 5.5 MILES SOUTH-SOUTHEAST OF MORGANTON ON THE HIGHEST POINT
 EE1539'OF BRAWLEY MOUNTAIN.  IT IS ON U.S. GOVERNMENT PROPERTY,
 EE1539'CHATTAHOOCHEE NATIONAL FOREST.
 EE1539'
 EE1539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND
 EE1539'STATE ROUTES 2 AND 5 IN BLUE RIDGE, GO EAST ON U.S. HIGHWAY 76 FOR
 EE1539'4.6 MILES TO THE JUNCTION OF STATE ROUTE 60 ON THE LEFT.  CONTINUE
 EE1539'EAST ON U.S. HIGHWAY 76 AND STATE ROUTE 60 FOR 1.4 MILES TO A SIDE
 EE1539'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE ROUTE 60 FOR
 EE1539'4.15 MILES TO CRUSES GROCERY STORE ON THE RIGHT.  CONTINUE SOUTH
 EE1539'FOR 3.25 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT AND A WOODS
 EE1539'ROAD ON THE LEFT AT THE TOP OF THE GRADE.  TURN RIGHT AND
 EE1539'FOLLOW THE GRAVELED ROAD WESTERLY FOR 1.3 MILES TO A LOCKED
 EE1539'GATE.  PASS THROUGH THE GATE AND CONTINUE 0.2 MILE TO RM 3 ON
 EE1539'THE LEFT.  CONTINUE WESTERLY FOR 1.05 MILES TO THE
 EE1539'END OF THE ROAD, THE LOOKOUT TOWER AND STATION SITE.
 EE1539'
 EE1539'THE STATION MARKS ARE STANDARD DISKS STAMPED BRAWLEY 1972.  THE
 EE1539'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1539'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 46.0 FEET
 EE1539'SOUTHWEST OF A METAL WITNESS POST, 35.0 FEET NORTH-NORTHWEST OF
 EE1539'THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, AND 25.0 FEET
 EE1539'SOUTH OF THE CENTER OF THE ROAD.  THE UNDERGROUND DISK IS SET IN
 EE1539'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 36 INCHES
 EE1539'BELOW THE GROUND SURFACE.
 EE1539'
 EE1539'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAWLEY NO 1 1972, IS
 EE1539'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2.5 BY 2.5 FOOT BOULDER
 EE1539'WHICH IS ABOUT 1.5 FEET ABOVE THE GROUND SURFACE.  IT IS 53.0
 EE1539'FEET NORTHWEST OF A UTILITY POLE, 17 FEET NORTH OF THE CENTER OF
 EE1539'THE ROAD, AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 EE1539'
 EE1539'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAWLEY NO 2 1972,
 EE1539'IS CEMENTED IN THE SOUTHERN HALF OF A CONCRETE FOUNDATION WHICH IS
 EE1539'THE BASE FOR THE STAIRS OF THE LOOKOUT TOWER AND PROJECTS 3 INCHES
 EE1539'ABOVE THE GROUND SURFACE.  IT IS 72.2 FEET SOUTH OF THE METAL
 EE1539'WITNESS POST, 12.5 FEET EAST-SOUTHEAST OF THE NORTHWEST LEG OF
 EE1539'THE LOOKOUT TOWER, AND 10.5 FEET WEST-SOUTHWEST OF THE NORTHEAST
 EE1539'LEG OF THE LOOKOUT TOWER.
 EE1539'
 EE1539'REFERENCE MARK 3, A STANDARD DISK STAMPED BRAWLEY NO 3 1972, IS SET
 EE1539'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EE1539'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5 FEET EAST-NORTHEAST
 EE1539'OF UTILITY POLE NUMBER B-39-186-20, 16.5 FEET EAST-SOUTHEAST OF
 EE1539'THE CENTER OF THE ROAD, AND 2.7 FEET EAST-NORTHEAST OF A METAL
 EE1539'WITNESS POST.
 EE1539'
 EE1539'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1540 ***********************************************************************
 EE1540  DESIGNATION -  BRAWLEY MTN LOT
 EE1540  PID         -  EE1540
 EE1540  STATE/COUNTY-  GA/FANNIN
 EE1540  USGS QUAD   -  WILSCOT (1988)
 EE1540
 EE1540                         *CURRENT SURVEY CONTROL
 EE1540  ___________________________________________________________________
 EE1540* NAD 83(1994)-  34 48 07.96888(N)    084 12 50.90878(W)     ADJUSTED  
 EE1540* NAVD 88     -                                                        
 EE1540  ___________________________________________________________________
 EE1540  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EE1540  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE1540
 EE1540  HORZ ORDER  -  THIRD
 EE1540
 EE1540.The horizontal coordinates were established by classical geodetic methods
 EE1540.and adjusted by the National Geodetic Survey in September 1997..
 EE1540
 EE1540
 EE1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1540
 EE1540.The geoid height was determined by GEOID03.
 EE1540
 EE1540;                    North         East     Units Scale Factor Converg.
 EE1540;SPC GA W     -   532,485.096   695,656.157   MT  0.99990023   -0 01 37.5
 EE1540;SPC GA W     - 1,746,994.85  2,282,331.91   sFT  0.99990023   -0 01 37.5
 EE1540;UTM  16      - 3,854,647.619   754,859.677   MT  1.00040064   +1 35 27.1
 EE1540
 EE1540                          SUPERSEDED SURVEY CONTROL
 EE1540
 EE1540  NAD 83(1986)-  34 48 07.97367(N)    084 12 50.91374(W) AD(       ) 4
 EE1540  NAD 27      -  34 48 07.66726(N)    084 12 51.21947(W) AD(       ) 3
 EE1540
 EE1540.Superseded values are not recommended for survey control.
 EE1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1540.See file dsdata.txt to determine how the superseded data were derived.
 EE1540
 EE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5486054648(NAD 83)
 EE1540_MARKER: 57 = LOOKOUT TOWER
 EE1540
 EE1540  HISTORY     - Date     Condition        Report By
 EE1540  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1540
 EE1540                          STATION DESCRIPTION
 EE1540
 EE1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1540'THE STATION IS THE APEX OF OBSERVATION CABIN ATOP A FOUR-LEGGED,
 EE1540'SKELETON STEEL, FIRE LOOKOUT TOWER OWNED BY THE U.S. FOREST
 EE1540'SERVICE.  IT IS GRAY IN COLOR AND APPROXIMATELY 70 FEET HIGH.
 EE1540'
 EE1540'LOCATED AIRLINE ABOUT 7-3/4 MILES SOUTHEAST OF BLUE RIDGE, IN
 EE1540'THE CHATTAHOOCHEE NATIONAL FOREST AND AT THE SITE OF TRIANGULATION
 EE1540'STATION BRAWLEY.
 EE1540'
 EE1540'NOTE--TRAVERSED FROM TRIANGULATION STATION BRAWLEY, THE DISTANCE
 EE1540'BEING 51.8 FEET, 15.79 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2349 ***********************************************************************
 CL2349  DESIGNATION -  BRAY
 CL2349  PID         -  CL2349
 CL2349  STATE/COUNTY-  GA/JOHNSON
 CL2349  USGS QUAD   -  IRWINS CROSSROADS (1981)
 CL2349
 CL2349                         *CURRENT SURVEY CONTROL
 CL2349  ___________________________________________________________________
 CL2349* NAD 83(1994)-  32 45 41.43501(N)    082 48 19.21718(W)     ADJUSTED  
 CL2349* NAVD 88     -       128.3    (meters)     421.     (feet)  VERTCON   
 CL2349  ___________________________________________________________________
 CL2349  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CL2349  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CL2349
 CL2349  HORZ ORDER  -  FIRST
 CL2349
 CL2349.The horizontal coordinates were established by classical geodetic methods
 CL2349.and adjusted by the National Geodetic Survey in September 1997..
 CL2349
 CL2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2349
 CL2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2349
 CL2349.The geoid height was determined by GEOID03.
 CL2349
 CL2349;                    North         East     Units Scale Factor Converg.
 CL2349;SPC GA E     -   306,335.383   140,159.509   MT  0.99994414   -0 20 44.2
 CL2349;SPC GA E     - 1,005,035.34    459,839.99   sFT  0.99994414   -0 20 44.2
 CL2349;UTM  17      - 3,626,290.437   330,888.891   MT  0.99995265   -0 58 37.8
 CL2349
 CL2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2349!SPC GA E     -   0.99998430  x   0.99994414  =   0.99992844
 CL2349!UTM  17      -   0.99998430  x   0.99995265  =   0.99993695
 CL2349
 CL2349:                Primary Azimuth Mark                     Grid Az
 CL2349:SPC GA E     -  HARRISON MUN TANK                        046 06 28.8
 CL2349:UTM  17      -  HARRISON MUN TANK                        046 44 22.4
 CL2349
 CL2349|---------------------------------------------------------------------|
 CL2349| PID    Reference Object                     Distance      Geod. Az  |
 CL2349|                                                           dddmmss.s |
 CL2349| CL2204 HARRISON MUN TANK                   APPROX.10.5 KM 0454544.6 |
 CL2349| CL2270 WRIGHTSVILLE MUN TANK               APPROX. 9.0 KM 1122112.2 |
 CL2349| CL2274 WRIGHTSVILLE JOHNSON CH DOME        APPROX. 8.8 KM 1132304.0 |
 CL2349| CL2275 WRIGHTSVILLE JOHNSON CO TANK        APPROX. 9.3 KM 1271436.0 |
 CL2349| CL2273 WRIGHTSVILLE JOHNSON LOT            APPROX.10.5 KM 1282956.7 |
 CL2349| CY7256 BRAY RM 1                            32.504 METERS 21346     |
 CL2349| CY7257 BRAY RM 2                            33.184 METERS 31540     |
 CL2349| CL2353 BRAY AZ MK PTA                      383.678 METERS 32140     |
 CL2349| CL2352 BRAY AZ MK                          388.787 METERS 32231     |
 CL2349|---------------------------------------------------------------------|
 CL2349
 CL2349                          SUPERSEDED SURVEY CONTROL
 CL2349
 CL2349  NAD 83(1986)-  32 45 41.43974(N)    082 48 19.21542(W) AD(       ) 1
 CL2349  NAD 27      -  32 45 40.86295(N)    082 48 19.71406(W) AD(       ) 1
 CL2349  NGVD 29 (07/19/86)  128.5    (m)          422.     (f) VERT ANG       
 CL2349
 CL2349.Superseded values are not recommended for survey control.
 CL2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2349.See file dsdata.txt to determine how the superseded data were derived.
 CL2349
 CL2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3088926290(NAD 83)
 CL2349_MARKER: DS = TRIANGULATION STATION DISK
 CL2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2349
 CL2349  HISTORY     - Date     Condition        Report By
 CL2349  HISTORY     - 1977     MONUMENTED       NGS
 CL2349
 CL2349                          STATION DESCRIPTION
 CL2349
 CL2349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2349'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF TENNILLE,
 CL2349'6-3/4 MILES SOUTHWEST OF HARRISON, 5-3/4 MILES NORTHWEST OF
 CL2349'WRIGHTSVILLE AND PROPERTY OWNED BY T. L. BRAY.
 CL2349'
 CL2349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 CL2349'68 AT THE SOUTH EDGE OF TENNILLE, GO SOUTHWEST ON STATE HIGHWAY
 CL2349'68 FOR 6.25 MILES TO A PAVED ROAD ON THE LEFT, COUNTY ROUTE
 CL2349'9586.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE 9586 FOR 1.15
 CL2349'MILES TO A FORK AND A SIGN (DUBLIN).  TAKE THE LEFT FORK AND GO
 CL2349'SOUTHERLY ON PAVED ROAD FOR 5.05 MILES TO A PAVED FORK.  TAKE
 CL2349'THE LEFT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.7 MILE TO
 CL2349'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON THE
 CL2349'HIGHWAY FOR 0.1 MILE TO MR. BRAYS STORE ON THE RIGHT.
 CL2349'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.1 MILE TO THE STATION
 CL2349'ON THE RIGHT AS DESCRIBED.
 CL2349'
 CL2349'THE STATION MARKS ARE, STANDARD DISKS STAMPED---BRAY 1977---.
 CL2349'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CL2349'CONCRETE MONUMENT WHICH IS 16 INCHES BELOW THE GROUND SURFACE.
 CL2349'IT IS 53 FEET SOUTHWEST OF A PAVED ROAD, 23 FEET WEST-NORTHWEST
 CL2349'OF A FENCE CORNER AND 8.5 FEET SOUTHWEST OF A FENCE LINE AND A
 CL2349'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 CL2349'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CL2349'SURFACE.
 CL2349'
 CL2349'REFERENCE MARK 1, A STANDARD DISK STAMPED---BRAY NO 1 1977---,
 CL2349'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2349'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 3 FEET SOUTHWEST
 CL2349'OF A METAL WITNESS POST AND 1.2 FEET WEST OF A FENCE CORNER.
 CL2349'
 CL2349'REFERENCE MARK 2, A STANDARD DISK STAMPED---BRAY NO 2 1977---,
 CL2349'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2349'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET
 CL2349'WEST-SOUTHWEST OF A PAVED ROAD, 2.2 FEET EAST OF A METAL
 CL2349'WITNESS POST AND 1.9 FEET SOUTH-SOUTHEAST OF A FENCE LINE.
 CL2349'
 CL2349'THE AZIMUTH MARK, A STANDARD DISK STAMPED---BRAY 1977---, IS
 CL2349'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CL2349'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET
 CL2349'NORTH-NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 2.1 FEET
 CL2349'NORTHWEST OF A METAL WITNESS POST AND 1.8 FEET SOUTH-SOUTHWEST
 CL2349'OF A FENCE LINE.
 CL2349'
 CL2349'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1835 ***********************************************************************
 EE1835  DESIGNATION -  BRAY
 EE1835  PID         -  EE1835
 EE1835  STATE/COUNTY-  GA/GORDON
 EE1835  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1835
 EE1835                         *CURRENT SURVEY CONTROL
 EE1835  ___________________________________________________________________
 EE1835* NAD 83(1994)-  34 26 45.06782(N)    084 57 34.61091(W)     ADJUSTED  
 EE1835* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 EE1835  ___________________________________________________________________
 EE1835  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EE1835  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE1835
 EE1835  HORZ ORDER  -  FIRST
 EE1835
 EE1835.The horizontal coordinates were established by classical geodetic methods
 EE1835.and adjusted by the National Geodetic Survey in September 1997..
 EE1835
 EE1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1835
 EE1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1835
 EE1835.The geoid height was determined by GEOID03.
 EE1835
 EE1835;                    North         East     Units Scale Factor Converg.
 EE1835;SPC GA W     -   493,240.734   627,135.108   MT  0.99996542   -0 26 54.7
 EE1835;SPC GA W     - 1,618,240.64  2,057,525.77   sFT  0.99996542   -0 26 54.7
 EE1835;UTM  16      - 3,813,481.335   687,449.457   MT  1.00003312   +1 09 16.0
 EE1835
 EE1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1835!SPC GA W     -   0.99996018  x   0.99996542  =   0.99992561
 EE1835!UTM  16      -   0.99996018  x   1.00003312  =   0.99999330
 EE1835
 EE1835:                Primary Azimuth Mark                     Grid Az
 EE1835:SPC GA W     -  CALHOUN MT ALTO STANDPIPE                010 37 12.7
 EE1835:UTM  16      -  CALHOUN MT ALTO STANDPIPE                009 01 02.0
 EE1835
 EE1835|---------------------------------------------------------------------|
 EE1835| PID    Reference Object                     Distance      Geod. Az  |
 EE1835|                                                           dddmmss.s |
 EE1835| EE1829 CALHOUN MT ALTO STANDPIPE           APPROX. 6.0 KM 0101018.0 |
 EE1835| EE1828 CALHOUN GLASSROCK STANDPIPE         APPROX. 2.2 KM 0173912.4 |
 EE1835| CZ4278 BRAY RM 1                            27.906 METERS 04414     |
 EE1835| EE1833 CALHOUN GA HWY PATROL RAD MAST      APPROX. 5.1 KM 0501645.9 |
 EE1835| EE1832 AIRPORT BCN TOM B DAVID APT         APPROX. 2.3 KM 0640911.0 |
 EE1835| EE1821 ADAIRSVILLE ATT MICROWAVE           APPROX.15.3 KM 1583744.8 |
 EE1835| EE1824 ADAIRSVILLE KUHLMAN MILL TANK       APPROX. 8.5 KM 1620500.1 |
 EE1835| CZ4279 BRAY RM 2                            26.436 METERS 19647     |
 EE1835| EE2103 SHANNON ATT MICROWAVE               APPROX.14.5 KM 2145133.6 |
 EE1835| CZ4280 BRAY RM 3                                          2154238.6 |
 EE1835|---------------------------------------------------------------------|
 EE1835
 EE1835                          SUPERSEDED SURVEY CONTROL
 EE1835
 EE1835  NAD 83(1994)-  34 26 45.07200(N)    084 57 34.61455(W) AD(       ) 1
 EE1835  NAD 83(1986)-  34 26 45.07312(N)    084 57 34.61370(W) AD(       ) 1
 EE1835  NAD 27      -  34 26 44.75494(N)    084 57 34.81687(W) AD(       ) 1
 EE1835  NGVD 29 (07/19/86)  283.0    (m)          928.     (f) VERT ANG       
 EE1835
 EE1835.Superseded values are not recommended for survey control.
 EE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1835.See file dsdata.txt to determine how the superseded data were derived.
 EE1835
 EE1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8744913481(NAD 83)
 EE1835_MARKER: DS = TRIANGULATION STATION DISK
 EE1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1835
 EE1835  HISTORY     - Date     Condition        Report By
 EE1835  HISTORY     - 1972     MONUMENTED       NGS
 EE1835
 EE1835                          STATION DESCRIPTION
 EE1835
 EE1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1835'NO MEASUREMENT BETWEEN RMS DUE TO THICK WOODS.
 EE1835'
 EE1835'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SHANNON,
 EE1835'5.5 MILES NORTH-NORTHWEST OF ADAIRSVILLE, 4 MILES SOUTH OF
 EE1835'CALHOUN, 2 MILES WEST OF INTERSTATE HIGHWAY 75 AND ON PROPERTY
 EE1835'OWNED BY MR. J.W. BRAY AND SON MANUFACTURING COMPANY.  DALTON,
 EE1835'GEORGIA.
 EE1835'
 EE1835'TO REACH FROM THE JUNCTION OF STATE ROUTES 53 AND 140, ABOUT 2
 EE1835'MILES NORTH OF SHANNON, GO NORTH ON ROUTE 53 FOR 8 MILES TO A
 EE1835'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROAD 96
 EE1835'FOR 0.35 MILE TO A Y-FORK.  TURN RIGHT AND GO SOUTHEAST ON A
 EE1835'PAVED ROAD FOR 0.95 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 EE1835'AHEAD FOR 0.1 MILE TO A Y-FORK.  BEAR RIGHT AND CONTINUE
 EE1835'SOUTHEAST FOR 0.75 MILE TO A METAL GATE ON THE LEFT.  TURN LEFT
 EE1835'PASSING THROUGH GATE, THENCE SHARP LEFT AND GO WEST FOR ABOUT
 EE1835'300 FEET TO REFERENCE MARK 3 ON THE LEFT.  TURN RIGHT AND GO
 EE1835'NORTH ON A TRACK ROAD ALONG EAST EDGE OF A CLEARED PASTURE AREA
 EE1835'FOR 0.4 MILE TO THE NORTH END OF THE PASTURE AND THE STATION.
 EE1835'
 EE1835'THE STATION MARKS ARE STANDARD DISKS STAMPED BRAY 1972.  THE
 EE1835'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 EE1835'MONUMENT WHICH IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 EE1835'103 FEET SOUTH-SOUTHWEST OF THE NORTHEAST FENCE CORNER, 88.5
 EE1835'FEET NORTH OF A METAL WITNESS POST AND 21 FEET WEST OF A FENCE
 EE1835'LINE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 EE1835'MASS OF CONCRETE WHICH IS ABOUT 38 INCHES BELOW THE GROUND
 EE1835'SURFACE.
 EE1835'
 EE1835'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAY NO 1 1972, IS SET
 EE1835'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EE1835'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 11.5 FEET SOUTH-SOUTHEAST
 EE1835'OF THE FENCE CORNER AND 0.7 FOOT WEST OF THE FENCE.
 EE1835'
 EE1835'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAY NO 2 1972, IS SET
 EE1835'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE1835'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET NORTHEAST
 EE1835'OF THE WITNESS POST AND 0.8 FOOT WEST OF THE FENCE.
 EE1835'
 EE1835'REFERENCE MARK 3, A STANDARD DISK STAMPED BRAY NO 3 1972, IS
 EE1835'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3.5X3.5 FOOT BOULDER
 EE1835'WHICH PROJECTS 2.5 FEET ABOVE THE GROUND SURFACE.  IT IS 49.5
 EE1835'FEET NORTH-NORTHEAST OF A FENCE LINE, 2.5 FEET WEST OF A METAL
 EE1835'WITNESS POST AND AT THE SOUTH EDGE OF THE FIELD.
 EE1835'
 EE1835'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2352 ***********************************************************************
 CL2352  DESIGNATION -  BRAY AZ MK
 CL2352  PID         -  CL2352
 CL2352  STATE/COUNTY-  GA/JOHNSON
 CL2352  USGS QUAD   -  IRWINS CROSSROADS (1981)
 CL2352
 CL2352                         *CURRENT SURVEY CONTROL
 CL2352  ___________________________________________________________________
 CL2352* NAD 83(1994)-  32 45 51.45012(N)    082 48 28.30641(W)     ADJUSTED  
 CL2352* NAVD 88     -       124.     (meters)     407.     (feet)  VERTCON   
 CL2352  ___________________________________________________________________
 CL2352  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CL2352  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CL2352
 CL2352  HORZ ORDER  -  SECOND
 CL2352
 CL2352.The horizontal coordinates were established by classical geodetic methods
 CL2352.and adjusted by the National Geodetic Survey in September 1997..
 CL2352
 CL2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2352
 CL2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2352
 CL2352.The geoid height was determined by GEOID03.
 CL2352
 CL2352;                    North         East     Units Scale Factor Converg.
 CL2352;SPC GA E     -   306,645.312   139,924.813   MT  0.99994449   -0 20 49.3
 CL2352;SPC GA E     - 1,006,052.16    459,069.99   sFT  0.99994449   -0 20 49.3
 CL2352;UTM  17      - 3,626,602.937   330,657.624   MT  0.99995361   -0 58 43.0
 CL2352
 CL2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2352!SPC GA E     -   0.99998501  x   0.99994449  =   0.99992950
 CL2352!UTM  17      -   0.99998501  x   0.99995361  =   0.99993862
 CL2352
 CL2352                          SUPERSEDED SURVEY CONTROL
 CL2352
 CL2352  NAD 83(1986)-  32 45 51.45493(N)    082 48 28.30473(W) AD(       ) 2
 CL2352  NAD 27      -  32 45 50.87842(N)    082 48 28.80312(W) AD(       ) 2
 CL2352  NGVD 29 (07/19/86)  124.     (m)          407.     (f) VERT ANG       
 CL2352
 CL2352.Superseded values are not recommended for survey control.
 CL2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2352.See file dsdata.txt to determine how the superseded data were derived.
 CL2352
 CL2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3065826603(NAD 83)
 CL2352_MARKER: DS = TRIANGULATION STATION DISK
 CL2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2352+STABILITY: SURFACE MOTION
 CL2352
 CL2352  HISTORY     - Date     Condition        Report By
 CL2352  HISTORY     - 1977     MONUMENTED       NGS
 CL2352
 CL2352                          STATION DESCRIPTION
 CL2352
 CL2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2352'A TRAVERSE WAS MADE TO TRIANGULATION STATION BRAY
 CL2352'USING ELECTRONIC DISTANCE EQUIPMENT.
 CL2352'
 CL2352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 CL2352'68 AT THE SOUTH EDGE OF TENNILLE, GO SOUTHWEST ON STATE HIGHWAY
 CL2352'68 FOR 6.25 MILES TO A PAVED ROAD ON THE LEFT, COUNTY ROUTE
 CL2352'9586.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE 9586 FOR 1.15
 CL2352'MILES TO A FORK AND A SIGN (DUBLIN).  TAKE THE LEFT FORK AND GO
 CL2352'SOUTHERLY ON PAVED ROAD FOR 5.05 MILES TO A PAVED FORK.  TAKE
 CL2352'THE LEFT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.7 MILE TO
 CL2352'THE MARK ON THE LEFT.
 CL2352'
 CL2352'THE AZIMUTH MARK, A STANDARD DISK STAMPED---BRAY 1977---, IS
 CL2352'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CL2352'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET
 CL2352'NORTH-NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 2.1 FEET
 CL2352'NORTHWEST OF A METAL WITNESS POST AND 1.8 FEET SOUTH-SOUTHWEST
 CL2352'OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1595 ***********************************************************************
 BS1595  DESIGNATION -  BREAK
 BS1595  PID         -  BS1595
 BS1595  STATE/COUNTY-  GA/BRANTLEY
 BS1595  USGS QUAD   -  WINOKUR (1988)
 BS1595
 BS1595                         *CURRENT SURVEY CONTROL
 BS1595  ___________________________________________________________________
 BS1595* NAD 83(1994)-  31 03 56.09097(N)    082 07 04.05977(W)     ADJUSTED  
 BS1595* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 BS1595  ___________________________________________________________________
 BS1595  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BS1595  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BS1595
 BS1595  HORZ ORDER  -  FIRST
 BS1595
 BS1595.The horizontal coordinates were established by classical geodetic methods
 BS1595.and adjusted by the National Geodetic Survey in September 1997..
 BS1595
 BS1595.The orthometric height was scaled from a topographic map.
 BS1595
 BS1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1595
 BS1595.The geoid height was determined by GEOID03.
 BS1595
 BS1595;                    North         East     Units Scale Factor Converg.
 BS1595;SPC GA E     -   118,121.087   204,663.848   MT  0.99990027   +0 01 30.8
 BS1595;SPC GA E     -   387,535.60    671,467.97   sFT  0.99990027   +0 01 30.8
 BS1595;UTM  17      - 3,437,406.802   393,358.486   MT  0.99974028   -0 34 36.7
 BS1595
 BS1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1595!SPC GA E     -   0.99999758  x   0.99990027  =   0.99989785
 BS1595!UTM  17      -   0.99999758  x   0.99974028  =   0.99973786
 BS1595
 BS1595|---------------------------------------------------------------------|
 BS1595| PID    Reference Object                     Distance      Geod. Az  |
 BS1595|                                                           dddmmss.s |
 BS1595| CW4673 BREAK RM 1                           42.861 METERS 07017     |
 BS1595| CW4672 BREAK AZ MK                                        2574548.6 |
 BS1595| CW4674 BREAK RM 2                           39.078 METERS 32356     |
 BS1595|---------------------------------------------------------------------|
 BS1595
 BS1595                          SUPERSEDED SURVEY CONTROL
 BS1595
 BS1595  NAD 83(1986)-  31 03 56.10583(N)    082 07 04.06701(W) AD(       ) 1
 BS1595  NAD 27      -  31 03 55.29000(N)    082 07 04.63400(W) AD(       ) 1
 BS1595
 BS1595.Superseded values are not recommended for survey control.
 BS1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1595.See file dsdata.txt to determine how the superseded data were derived.
 BS1595
 BS1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ9335837407(NAD 83)
 BS1595_MARKER: DS = TRIANGULATION STATION DISK
 BS1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1595
 BS1595  HISTORY     - Date     Condition        Report By
 BS1595  HISTORY     - 1935     MONUMENTED       CGS
 BS1595
 BS1595                          STATION DESCRIPTION
 BS1595
 BS1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1595'ABOUT 7.9 MILES SOUTH OF HOBOKEN, ON THE CREST OF A FLAT RIDGE
 BS1595'WHICH IS THE NORTHERN EXTENSION OF TRAIL RIDGE, ON PROPERTY
 BS1595'BELONGING TO LYDIA CREWS, 17 PACES EAST OF 10-INCH PINE WITH
 BS1595'TRIANGULAR BLAZE, 15 PACES WEST OF 10-INCH PINE WITH TRIANGULAR
 BS1595'BLAZE AND 10 PACES NORTH OF CENTER LINE OF FIRE LANE.  TO REACH
 BS1595'FROM FOLKSTON, GO NORTH ON U.S. HIGHWAY 1 TO RACE POND.  CONTINUE
 BS1595'NORTH FROM GASOLINE PUMP AT STORE ABOUT 30 YARDS TO WOODS ROAD
 BS1595'RIGHT.  CONTINUE ON WOODS ROAD 0.4 MILE TO GRADED ROAD.  CONTINUE
 BS1595'STRAIGHT AHEAD ON GRADED ROAD 4.4 MILES TO DIM SAND ROAD RIGHT AND
 BS1595'FIRE LANE.  TURN RIGHT AND FOLLOW ROAD AND FIRE LANE 0.6 MILE TO
 BS1595'STATION ON NORTH SIDE OF FIRE LANE.  SURFACE AND UNDERGROUND MARKS
 BS1595'ARE STANDARD DISKS IN CONCRETE.  UPPER MARK
 BS1595'PROJECTS 8 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 BS1595'IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 6 INCHES,
 BS1595'IS 5 PACES SOUTH OF CENTER LINE OF DIRT ROAD AND 140.62 FEET EAST OF
 BS1595'STATION N 70 DEG 17 MIN E.  NO. 2 PROJECTS 6 INCHES, IS
 BS1595'128.21 FEET NORTHWEST OF STATION N 36 DEG 04 MIN W.  AZIMUTH
 BS1595'MARK PROJECTS 6 INCHES, IS 9 PACES NORTHEAST OF 12-INCH PINE, 7
 BS1595'PACES SOUTH OF CENTER LINE OF FIRE LANE AND 0.2 MILE WEST OF STATION
 BS1595'S 77 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2191 ***********************************************************************
 DF2191  DESIGNATION -  BREEDLOVE
 DF2191  PID         -  DF2191
 DF2191  STATE/COUNTY-  GA/OCONEE
 DF2191  USGS QUAD   -  WATKINSVILLE (1986)
 DF2191
 DF2191                         *CURRENT SURVEY CONTROL
 DF2191  ___________________________________________________________________
 DF2191* NAD 83(1994)-  33 49 57.56285(N)    083 24 15.29139(W)     ADJUSTED  
 DF2191* NAVD 88     -       241.0    (meters)     791.     (feet)  VERTCON   
 DF2191  ___________________________________________________________________
 DF2191  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DF2191  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DF2191
 DF2191  HORZ ORDER  -  FIRST
 DF2191
 DF2191.The horizontal coordinates were established by classical geodetic methods
 DF2191.and adjusted by the National Geodetic Survey in September 1997..
 DF2191
 DF2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2191
 DF2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2191
 DF2191.The geoid height was determined by GEOID03.
 DF2191
 DF2191;                    North         East     Units Scale Factor Converg.
 DF2191;SPC GA W     -   425,205.060   770,567.483   MT  0.99996137   +0 25 28.2
 DF2191;SPC GA W     - 1,395,026.93  2,528,103.48   sFT  0.99996137   +0 25 28.2
 DF2191;UTM  17      - 3,746,201.409   277,513.499   MT  1.00021027   -1 20 21.0
 DF2191
 DF2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2191!SPC GA W     -   0.99996667  x   0.99996137  =   0.99992804
 DF2191!UTM  17      -   0.99996667  x   1.00021027  =   1.00017694
 DF2191
 DF2191:                Primary Azimuth Mark                     Grid Az
 DF2191:SPC GA W     -  WATKINSVILLE ANACONDA TANK               011 36 01.5
 DF2191:UTM  17      -  WATKINSVILLE ANACONDA TANK               013 21 50.7
 DF2191
 DF2191|---------------------------------------------------------------------|
 DF2191| PID    Reference Object                     Distance      Geod. Az  |
 DF2191|                                                           dddmmss.s |
 DF2191| DF2190 WATKINSVILLE ANACONDA TANK          APPROX. 3.2 KM 0120129.7 |
 DF2191| DF2167 ATHENS CLARKE LOT                   APPROX.10.8 KM 0165552.1 |
 DF2191| DF2165 ATHENS SOU MILLS SUPPLY TANK        APPROX. 8.1 KM 0252829.0 |
 DF2191| DF3235 BREEDLOVE RM 1                       19.535 METERS 10512     |
 DF2191| DF3236 BREEDLOVE RM 2                       21.710 METERS 22829     |
 DF2191| DF3234 BREEDLOVE AZ MK                                    3532151.5 |
 DF2191| DF2192 WATKINSVILLE MURROW BROS TANK       APPROX. 3.0 KM 3595905.4 |
 DF2191|---------------------------------------------------------------------|
 DF2191
 DF2191                          SUPERSEDED SURVEY CONTROL
 DF2191
 DF2191  NAD 83(1986)-  33 49 57.56962(N)    083 24 15.29051(W) AD(       ) 1
 DF2191  NAD 27      -  33 49 57.14388(N)    083 24 15.71782(W) AD(       ) 1
 DF2191  NGVD 29 (07/19/86)  241.1    (m)          791.     (f) VERT ANG       
 DF2191
 DF2191.Superseded values are not recommended for survey control.
 DF2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2191.See file dsdata.txt to determine how the superseded data were derived.
 DF2191
 DF2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7751346201(NAD 83)
 DF2191_MARKER: DS = TRIANGULATION STATION DISK
 DF2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2191
 DF2191  HISTORY     - Date     Condition        Report By
 DF2191  HISTORY     - 1975     MONUMENTED       NGS
 DF2191
 DF2191                          STATION DESCRIPTION
 DF2191
 DF2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2191'NO MEASUREMENT BETWEEN RMS DUE TO A BUILDING ON LINE.
 DF2191'
 DF2191'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF FARMINGTON,
 DF2191'2 MILES NORTHEAST OF BISHOP, 2 MILES SOUTH OF WATKINSVILLE AND ON
 DF2191'PROPERTY OWNED BY MR. W. H. BREEDLOVE, WHO LIVES AT THE STATION
 DF2191'SITE.  HIS TELEPHONE NUMBER IS 769-5358.
 DF2191'
 DF2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 AND
 DF2191'441 AND STATE HIGHWAY 15 IN WATKINSVILLE, GO SOUTHWEST ON HIGHWAY
 DF2191'129 AND 441 FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DF2191'SOUTHERLY ON A PAVED ROAD FOR 1.2 MILES TO A SIDE ROAD AND
 DF2191'REFERENCE MARK 3 ON THE LEFT.  CONTINUE AHEAD, SOUTHERLY, ON
 DF2191'THE ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DF2191'EAST ON A DIRT ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN
 DF2191'LEFT AND GO NORTH ON A DIRT ROAD FOR 0.05 MILE TO A METAL SHED
 DF2191'AND THE STATION.
 DF2191'
 DF2191'STATION MARKS ARE STANDARD DISKS STAMPED BREEDLOVE 1975.  THE
 DF2191'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2191'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 250 FEET
 DF2191'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 72 FEET NORTHEAST
 DF2191'OF A METAL WITNESS POST, 28 FEET SOUTH OF THE EDGE OF A
 DF2191'CULTIVATED FIELD AND 13.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 DF2191'OF A METAL SHED.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DF2191'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF2191'
 DF2191'REFERENCE MARK 1, A STANDARD DISK STAMPED BREEDLOVE NO 1 1975,
 DF2191'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2191'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF
 DF2191'THE EDGE OF THE FIELD AND 2 FEET NORTH OF THE NORTHEAST CORNER
 DF2191'OF THE SHED.
 DF2191'
 DF2191'REFERENCE MARK 2, A STANDARD DISK STAMPED BREEDLOVE NO 2 1975,
 DF2191'IS CEMENTED IN A DRILL HOLE IN AN OLD CONCRETE FOUNDATION THAT
 DF2191'IS 3.3 FEET BY 6 FEET AND PROJECTS 8 INCHES ABOVE THE GROUND
 DF2191'SURFACE.  IT IS 55 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DF2191'SHED, 1.3 FEET NORTH OF THE METAL WITNESS POST AND IN THE
 DF2191'SOUTHEAST CORNER OF THE FOUNDATION.
 DF2191'
 DF2191'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BREEDLOVE NO 3 1975,
 DF2191'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF2191'IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET SOUTH OF THE
 DF2191'CENTER OF GREEN FERRY ROAD, 30 FEET EAST OF THE CENTER OF COLHAW
 DF2191'FERRY ROAD, 22 FEET EAST OF A UTILITY POLE WITH A TRANSFORMER AND
 DF2191'2 FEET WEST OF A METAL WITNESS POST.
 DF2191'
 DF2191'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3421 ***********************************************************************
 DG3421  DESIGNATION -  BREMEN GA CONVERTERS INC TANK
 DG3421  PID         -  DG3421
 DG3421  STATE/COUNTY-  GA/HARALSON
 DG3421  USGS QUAD   -  BREMEN (1982)
 DG3421
 DG3421                         *CURRENT SURVEY CONTROL
 DG3421  ___________________________________________________________________
 DG3421* NAD 83(1994)-  33 43 21.65708(N)    085 08 45.56222(W)     ADJUSTED  
 DG3421* NAVD 88     -                                                        
 DG3421  ___________________________________________________________________
 DG3421  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DG3421  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3421
 DG3421  HORZ ORDER  -  THIRD
 DG3421
 DG3421.The horizontal coordinates were established by classical geodetic methods
 DG3421.and adjusted by the National Geodetic Survey in September 1997..
 DG3421
 DG3421
 DG3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3421
 DG3421.The geoid height was determined by GEOID03.
 DG3421
 DG3421;                    North         East     Units Scale Factor Converg.
 DG3421;SPC GA W     -   413,177.391   609,239.890   MT  1.00000152   -0 32 37.4
 DG3421;SPC GA W     - 1,355,566.16  1,998,814.54   sFT  1.00000152   -0 32 37.4
 DG3421;UTM  16      - 3,732,951.564   671,779.814   MT  0.99996379   +1 01 46.4
 DG3421
 DG3421                          SUPERSEDED SURVEY CONTROL
 DG3421
 DG3421  NAD 83(1994)-  33 43 21.65929(N)    085 08 45.56348(W) AD(       ) 4
 DG3421  NAD 83(1986)-  33 43 21.66153(N)    085 08 45.55950(W) AD(       ) 4
 DG3421  NAD 27      -  33 43 21.27768(N)    085 08 45.74120(W) AD(       ) 3
 DG3421
 DG3421.Superseded values are not recommended for survey control.
 DG3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3421.See file dsdata.txt to determine how the superseded data were derived.
 DG3421
 DG3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7178032952(NAD 83)
 DG3421_MARKER: 53 = ELEVATED TANK
 DG3421
 DG3421  HISTORY     - Date     Condition        Report By
 DG3421  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3421
 DG3421                          STATION DESCRIPTION
 DG3421
 DG3421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3421'THE STATION IS THE BALL AT THE TOP AND CENTER OF A WATER TANK, THAT
 DG3421'HAS A CONICAL TOP, CYLINDRICAL SIDES AND A DOME SHAPE BOTTOM.  THE
 DG3421'TANK IS SUPPORTED BY FOUR I-BEAM STEEL LEGS AND IS SILVER IN
 DG3421'COLOR.  IT IS 100 FEET HIGH AND IS OWNED BY GEORGIA CONVERTERS
 DG3421'INC., A DIVISION OF HUBBARD COMPANY.
 DG3421'
 DG3421'THE TANK IS LOCATED 0.1 MILE NORTH OF THE CENTER OF BREMEN AND
 DG3421'200 FEET EAST OF THE CENTER OF U.S. HWY. 27 AT THE NORTH SIDE OF
 DG3421'THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3415 ***********************************************************************
 DG3415  DESIGNATION -  BREMEN MUNICIPAL TANK
 DG3415  PID         -  DG3415
 DG3415  STATE/COUNTY-  GA/HARALSON
 DG3415  USGS QUAD   -  BREMEN (1982)
 DG3415
 DG3415                         *CURRENT SURVEY CONTROL
 DG3415  ___________________________________________________________________
 DG3415* NAD 83(1994)-  33 43 28.19023(N)    085 08 54.33016(W)     ADJUSTED  
 DG3415* NAVD 88     -                                                        
 DG3415  ___________________________________________________________________
 DG3415  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG3415  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3415
 DG3415  HORZ ORDER  -  THIRD
 DG3415
 DG3415.The horizontal coordinates were established by classical geodetic methods
 DG3415.and adjusted by the National Geodetic Survey in September 1997..
 DG3415
 DG3415
 DG3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3415
 DG3415.The geoid height was determined by GEOID03.
 DG3415
 DG3415;                    North         East     Units Scale Factor Converg.
 DG3415;SPC GA W     -   413,380.816   609,016.079   MT  1.00000202   -0 32 42.4
 DG3415;SPC GA W     - 1,356,233.56  1,998,080.25   sFT  1.00000202   -0 32 42.4
 DG3415;SPC AL E     -   357,757.320   263,476.693   MT  1.00000965   +0 22 49.0
 DG3415;UTM  16      - 3,733,148.760   671,550.512   MT  0.99996282   +1 01 41.7
 DG3415
 DG3415                          SUPERSEDED SURVEY CONTROL
 DG3415
 DG3415  NAD 83(1994)-  33 43 28.19248(N)    085 08 54.33150(W) AD(       ) 4
 DG3415  NAD 83(1986)-  33 43 28.19585(N)    085 08 54.32927(W) AD(       ) 4
 DG3415  NAD 27      -  33 43 27.81228(N)    085 08 54.50972(W) AD(       ) 3
 DG3415
 DG3415.Superseded values are not recommended for survey control.
 DG3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3415.See file dsdata.txt to determine how the superseded data were derived.
 DG3415
 DG3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7155133149(NAD 83)
 DG3415_MARKER: 51 = TANK
 DG3415
 DG3415  HISTORY     - Date     Condition        Report By
 DG3415  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3415  HISTORY     - 1972     GOOD             NGS
 DG3415
 DG3415                          STATION DESCRIPTION
 DG3415
 DG3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3415'THIS INTERSECTION STATION IS A BLACK WATER TANK ABOUT 120
 DG3415'FEET IN HEIGHT BELONGING TO THE CITY OF BREMEN.  IT IS LOCATED
 DG3415'ABOUT 0.4 MILE N OF THE CENTER OF BREMEN BETWEEN COLLEGE
 DG3415'AND BUCHANAN STREETS DIRECTLY ACROSS COLLEGE STREET FROM THE
 DG3415'HIGH SCHOOL.
 DG3415
 DG3415                          STATION RECOVERY (1972)
 DG3415
 DG3415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3415'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  THIS
 DG3415'STATION WAS PREVIOUSLY NAMED BREMEN MUNICIPAL WATER TANK 1941 AND
 DG3415'THE POSITION WAS DETERMINED BY TRAVERSE FROM STATION 19A 33 1941
 DG3415'GA. G.S.  A NEW DESCRIPTION FOLLOWS--
 DG3415'
 DG3415'STATION IS THE CENTER OF A WATER TANK, THAT HAS A CONICAL TOP,
 DG3415'CYLINDRICAL SIDES AND HEMISPHERICAL BOTTOM.  THE TANK IS
 DG3415'SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS PAINTED SILVER WITH
 DG3415'BREMAN GA. PAINTED ON TANK IN BLACK.  IT IS 110 FEET HIGH.
 DG3415'
 DG3415'LOCATED 0.35 MILE NORTH-NORTHWEST OF THE CENTER OF BREMEN, IN
 DG3415'PINEBROOK PARK, 75 FEET WEST OF THE CENTER OF U.S. HWY. 27 AND 62
 DG3415'FEET EAST OF THE CENTER OF BUCHANAN STREET, 13.667 METERS SOUTHWEST
 DG3415'OF TRIANGULATION STATION 19A 33 1941.  THE DISTANCE BEING 11.36
 DG3415'METERS, (37.27 FEET) WEST OF 19A 33 1941 RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3420 ***********************************************************************
 DG3420  DESIGNATION -  BREMEN PLANTATION PIPE MAST
 DG3420  PID         -  DG3420
 DG3420  STATE/COUNTY-  GA/HARALSON
 DG3420  USGS QUAD   -  BREMEN (1982)
 DG3420
 DG3420                         *CURRENT SURVEY CONTROL
 DG3420  ___________________________________________________________________
 DG3420* NAD 83(1994)-  33 42 08.08321(N)    085 08 23.70749(W)     ADJUSTED  
 DG3420* NAVD 88     -                                                        
 DG3420  ___________________________________________________________________
 DG3420  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DG3420  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3420
 DG3420  HORZ ORDER  -  THIRD
 DG3420
 DG3420.The horizontal coordinates were established by classical geodetic methods
 DG3420.and adjusted by the National Geodetic Survey in September 1997..
 DG3420
 DG3420
 DG3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3420
 DG3420.The geoid height was determined by GEOID03.
 DG3420
 DG3420;                    North         East     Units Scale Factor Converg.
 DG3420;SPC GA W     -   410,905.333   609,781.154   MT  1.00000031   -0 32 24.3
 DG3420;SPC GA W     - 1,348,111.91  2,000,590.34   sFT  1.00000031   -0 32 24.3
 DG3420;UTM  16      - 3,730,695.299   672,383.217   MT  0.99996635   +1 01 56.5
 DG3420
 DG3420                          SUPERSEDED SURVEY CONTROL
 DG3420
 DG3420  NAD 83(1994)-  33 42 08.08542(N)    085 08 23.70869(W) AD(       ) 4
 DG3420  NAD 83(1986)-  33 42 08.08819(N)    085 08 23.70476(W) AD(       ) 4
 DG3420  NAD 27      -  33 42 07.70257(N)    085 08 23.88746(W) AD(       ) 3
 DG3420
 DG3420.Superseded values are not recommended for survey control.
 DG3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3420.See file dsdata.txt to determine how the superseded data were derived.
 DG3420
 DG3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7238330695(NAD 83)
 DG3420_MARKER: 42 = RADIO/TV MAST
 DG3420
 DG3420  HISTORY     - Date     Condition        Report By
 DG3420  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3420
 DG3420                          STATION DESCRIPTION
 DG3420
 DG3420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3420'THE STATION IS THE LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 DG3420'STEEL, GUYED MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE AND
 DG3420'IS 295 FEET HIGH.  THE MAST IS OWNED BY THE PLANTATION PIPE LINE
 DG3420'COMPANY.
 DG3420'
 DG3420'LOCATED 1.3 MILES SOUTH-SOUTHEAST OF THE CENTER OF BREMEN AND
 DG3420'0.1 MILE EAST OF U.S. HWY. 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3425 ***********************************************************************
 DG3425  DESIGNATION -  BREMEN RAD STA WWCC MAST
 DG3425  PID         -  DG3425
 DG3425  STATE/COUNTY-  GA/HARALSON
 DG3425  USGS QUAD   -  BREMEN (1982)
 DG3425
 DG3425                         *CURRENT SURVEY CONTROL
 DG3425  ___________________________________________________________________
 DG3425* NAD 83(1994)-  33 42 55.75246(N)    085 09 34.64984(W)     ADJUSTED  
 DG3425* NAVD 88     -                                                        
 DG3425  ___________________________________________________________________
 DG3425  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DG3425  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3425
 DG3425  HORZ ORDER  -  THIRD
 DG3425
 DG3425.The horizontal coordinates were established by classical geodetic methods
 DG3425.and adjusted by the National Geodetic Survey in September 1997..
 DG3425
 DG3425
 DG3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3425
 DG3425.The geoid height was determined by GEOID03.
 DG3425
 DG3425;                    North         East     Units Scale Factor Converg.
 DG3425;SPC GA W     -   412,391.370   607,968.478   MT  1.00000438   -0 33 04.3
 DG3425;SPC GA W     - 1,352,987.35  1,994,643.25   sFT  1.00000438   -0 33 04.3
 DG3425;UTM  16      - 3,732,130.970   670,530.513   MT  0.99995852   +1 01 18.4
 DG3425
 DG3425                          SUPERSEDED SURVEY CONTROL
 DG3425
 DG3425  NAD 83(1994)-  33 42 55.75470(N)    085 09 34.65106(W) AD(       ) 4
 DG3425  NAD 83(1986)-  33 42 55.75718(N)    085 09 34.64695(W) AD(       ) 4
 DG3425  NAD 27      -  33 42 55.37436(N)    085 09 34.82597(W) AD(       ) 3
 DG3425
 DG3425.Superseded values are not recommended for survey control.
 DG3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3425.See file dsdata.txt to determine how the superseded data were derived.
 DG3425
 DG3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7053132131(NAD 83)
 DG3425_MARKER: 42 = RADIO/TV MAST
 DG3425
 DG3425  HISTORY     - Date     Condition        Report By
 DG3425  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3425
 DG3425                          STATION DESCRIPTION
 DG3425
 DG3425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3425'THE STATION IS THE LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 DG3425'STEEL, GUYED MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE AND IS
 DG3425'200 FEET HIGH.  THE MAST IS OWNED BY BREMEN RADIO INC.
 DG3425'
 DG3425'THE MAST IS LOCATED 0.9 MILE SOUTHWEST OF THE CENTER OF BREMEN
 DG3425'AND 0.1 MILE NORTH OF U.S. HWY. 78 AND 161 FEET NORTH OF THE
 DG3425'NORTH SIDE OF THE STUDIO BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3428 ***********************************************************************
 DG3428  DESIGNATION -  BREMEN S MUN TANK
 DG3428  PID         -  DG3428
 DG3428  STATE/COUNTY-  GA/HARALSON
 DG3428  USGS QUAD   -  BREMEN (1982)
 DG3428
 DG3428                         *CURRENT SURVEY CONTROL
 DG3428  ___________________________________________________________________
 DG3428* NAD 83(1994)-  33 43 07.18836(N)    085 08 55.05199(W)     ADJUSTED  
 DG3428* NAVD 88     -                                                        
 DG3428  ___________________________________________________________________
 DG3428  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG3428  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3428
 DG3428  HORZ ORDER  -  THIRD
 DG3428
 DG3428.The horizontal coordinates were established by classical geodetic methods
 DG3428.and adjusted by the National Geodetic Survey in September 1997..
 DG3428
 DG3428
 DG3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3428
 DG3428.The geoid height was determined by GEOID03.
 DG3428
 DG3428;                    North         East     Units Scale Factor Converg.
 DG3428;SPC GA W     -   412,733.945   608,991.339   MT  1.00000208   -0 32 42.5
 DG3428;SPC GA W     - 1,354,111.28  1,997,999.08   sFT  1.00000208   -0 32 42.5
 DG3428;UTM  16      - 3,732,501.479   671,543.541   MT  0.99996279   +1 01 40.7
 DG3428
 DG3428                          SUPERSEDED SURVEY CONTROL
 DG3428
 DG3428  NAD 83(1994)-  33 43 07.19063(N)    085 08 55.05326(W) AD(       ) 4
 DG3428  NAD 83(1986)-  33 43 07.19315(N)    085 08 55.04912(W) AD(       ) 4
 DG3428  NAD 27      -  33 43 06.80860(N)    085 08 55.22954(W) AD(       ) 3
 DG3428
 DG3428.Superseded values are not recommended for survey control.
 DG3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3428.See file dsdata.txt to determine how the superseded data were derived.
 DG3428
 DG3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7154432501(NAD 83)
 DG3428_MARKER: 53 = ELEVATED TANK
 DG3428
 DG3428  HISTORY     - Date     Condition        Report By
 DG3428  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3428
 DG3428                          STATION DESCRIPTION
 DG3428
 DG3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3428'THE STATION IS THE BALL ON TOP AND CENTER OF A WATER TANK, THAT
 DG3428'HAS A CONICAL TOP, CYLINDRICAL SIDES AND A HEMISPHERICAL
 DG3428'BOTTOM.  THE TANK IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS.  IT
 DG3428'IS PAINTED SILVER AND IS 145 FEET HIGH.
 DG3428'
 DG3428'THE WATER TANK IS LOCATED 0.25 MILE SOUTHWEST OF THE CENTER OF
 DG3428'BREMEN, 323 FEET EAST OF THE CENTER OF 2ND. AVE. AND 290 FEET
 DG3428'SOUTH OF THE CENTER OF U.S. HWY. 78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3424 ***********************************************************************
 DG3424  DESIGNATION -  BREMEN SEWELL MFG CO TANK
 DG3424  PID         -  DG3424
 DG3424  STATE/COUNTY-  GA/HARALSON
 DG3424  USGS QUAD   -  BREMEN (1982)
 DG3424
 DG3424                         *CURRENT SURVEY CONTROL
 DG3424  ___________________________________________________________________
 DG3424* NAD 83(1994)-  33 43 08.88379(N)    085 08 50.94485(W)     ADJUSTED  
 DG3424* NAVD 88     -                                                        
 DG3424  ___________________________________________________________________
 DG3424  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DG3424  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3424
 DG3424  HORZ ORDER  -  THIRD
 DG3424
 DG3424.The horizontal coordinates were established by classical geodetic methods
 DG3424.and adjusted by the National Geodetic Survey in September 1997..
 DG3424
 DG3424
 DG3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3424
 DG3424.The geoid height was determined by GEOID03.
 DG3424
 DG3424;                    North         East     Units Scale Factor Converg.
 DG3424;SPC GA W     -   412,785.174   609,097.577   MT  1.00000184   -0 32 40.2
 DG3424;SPC GA W     - 1,354,279.36  1,998,347.63   sFT  1.00000184   -0 32 40.2
 DG3424;UTM  16      - 3,732,555.603   671,648.328   MT  0.99996323   +1 01 43.0
 DG3424
 DG3424                          SUPERSEDED SURVEY CONTROL
 DG3424
 DG3424  NAD 83(1994)-  33 43 08.88579(N)    085 08 50.94613(W) AD(       ) 4
 DG3424  NAD 83(1986)-  33 43 08.88831(N)    085 08 50.94197(W) AD(       ) 4
 DG3424  NAD 27      -  33 43 08.50582(N)    085 08 51.12312(W) AD(       ) 3
 DG3424
 DG3424.Superseded values are not recommended for survey control.
 DG3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3424.See file dsdata.txt to determine how the superseded data were derived.
 DG3424
 DG3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7164832556(NAD 83)
 DG3424_MARKER: 53 = ELEVATED TANK
 DG3424
 DG3424  HISTORY     - Date     Condition        Report By
 DG3424  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3424
 DG3424                          STATION DESCRIPTION
 DG3424
 DG3424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3424'THE STATION IS THE APEX OF VENT AT THE TOP AND CENTER OF A WATER
 DG3424'TANK, THAT HAS CYLINDRICAL SIDES AND DOME SHAPED TOP AND
 DG3424'BOTTOM.  THE TANK IS SUPPORTED BY FOUR TUBULAR STEEL LEGS.  IT IS
 DG3424'PAINTED SILVER AND IS 95 FEET HIGH.  THE TANK IS OWNED BY THE
 DG3424'SEWELL MANUFACTURING COMPANY.
 DG3424'
 DG3424'LOCATED 0.2 MILE SOUTHWEST OF THE CENTER OF BREMEN, 295 FEET
 DG3424'SOUTH OF THE CENTER OF U.S. HWY. 78 AND 118 FEET EAST OF THE
 DG3424'CENTER OF 1ST. STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3384 ***********************************************************************
 DG3384  DESIGNATION -  BREMEN SEWELL MFG PLANT 3 TANK
 DG3384  PID         -  DG3384
 DG3384  STATE/COUNTY-  GA/HARALSON
 DG3384  USGS QUAD   -  TEMPLE (1982)
 DG3384
 DG3384                         *CURRENT SURVEY CONTROL
 DG3384  ___________________________________________________________________
 DG3384* NAD 83(1994)-  33 43 29.86246(N)    085 07 24.83054(W)     ADJUSTED  
 DG3384* NAVD 88     -                                                        
 DG3384  ___________________________________________________________________
 DG3384  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DG3384  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DG3384
 DG3384  HORZ ORDER  -  THIRD
 DG3384
 DG3384.The horizontal coordinates were established by classical geodetic methods
 DG3384.and adjusted by the National Geodetic Survey in September 1997..
 DG3384
 DG3384
 DG3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3384
 DG3384.The geoid height was determined by GEOID03.
 DG3384
 DG3384;                    North         East     Units Scale Factor Converg.
 DG3384;SPC GA W     -   413,410.692   611,320.621   MT  0.99999692   -0 31 52.7
 DG3384;SPC GA W     - 1,356,331.58  2,005,641.07   sFT  0.99999692   -0 31 52.7
 DG3384;UTM  16      - 3,733,241.897   673,853.291   MT  0.99997262   +1 02 31.5
 DG3384
 DG3384                          SUPERSEDED SURVEY CONTROL
 DG3384
 DG3384  NAD 83(1994)-  33 43 29.86481(N)    085 07 24.83171(W) AD(       ) 4
 DG3384  NAD 83(1986)-  33 43 29.86725(N)    085 07 24.82804(W) AD(       ) 4
 DG3384  NAD 27      -  33 43 29.48330(N)    085 07 25.01374(W) AD(       ) 3
 DG3384
 DG3384.Superseded values are not recommended for survey control.
 DG3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3384.See file dsdata.txt to determine how the superseded data were derived.
 DG3384
 DG3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7385333242(NAD 83)
 DG3384_MARKER: 53 = ELEVATED TANK
 DG3384
 DG3384  HISTORY     - Date     Condition        Report By
 DG3384  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3384
 DG3384                          STATION DESCRIPTION
 DG3384
 DG3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3384'THE BREMEN SEWELL MANUFACTURING COMPANY PLANT NUMBER 3 WATER TANK
 DG3384'IS LOCATED 1.3 MILES EAST OF BREMEN, ALONG U.S. HIGHWAY 78, ABOUT
 DG3384'250 FEET NORTHWEST OF THE PLANT BUILDING.
 DG3384'
 DG3384'TO REACH THE TANK FROM THE JUNCTION OF U.S. HIGHWAYS 27 AND 78
 DG3384'IN BREMEN, GO EAST ON HIGHWAY 78 FOR 1.3 MILES TO THE PLANT
 DG3384'ENTRANCE ON THE LEFT.  TURN LEFT AND GO ABOUT 0.1 MILE AROUND PLANT
 DG3384'AND PARKING LOT TO THE TANK ON THE SIDE OF SLOPE, IN WOODS.
 DG3384'
 DG3384'THE TANK IS ELLIPTICAL-SHAPED, PAINTED SILVER, WITH FOUR TUBULAR
 DG3384'LEGS, ABOUT 50 FEET HIGH.  THE LEGEND GENUINE SEWELL CLOTHES PLANT
 DG3384'NO 3 IS PAINTED ON THE SIDE.
 DG3384'
 DG3384'THE POINT INTERSECTED WAS THE CAP ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3422 ***********************************************************************
 DG3422  DESIGNATION -  BREMEN SOUTHERN RWY MICROWAVE
 DG3422  PID         -  DG3422
 DG3422  STATE/COUNTY-  GA/HARALSON
 DG3422  USGS QUAD   -  BREMEN (1982)
 DG3422
 DG3422                         *CURRENT SURVEY CONTROL
 DG3422  ___________________________________________________________________
 DG3422* NAD 83(1994)-  33 43 21.00053(N)    085 08 36.01771(W)     ADJUSTED  
 DG3422* NAVD 88     -                                                        
 DG3422  ___________________________________________________________________
 DG3422  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DG3422  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3422
 DG3422  HORZ ORDER  -  THIRD
 DG3422
 DG3422.The horizontal coordinates were established by classical geodetic methods
 DG3422.and adjusted by the National Geodetic Survey in September 1997..
 DG3422
 DG3422
 DG3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3422
 DG3422.The geoid height was determined by GEOID03.
 DG3422
 DG3422;                    North         East     Units Scale Factor Converg.
 DG3422;SPC GA W     -   413,154.834   609,485.416   MT  1.00000097   -0 32 32.1
 DG3422;SPC GA W     - 1,355,492.15  1,999,620.07   sFT  1.00000097   -0 32 32.1
 DG3422;UTM  16      - 3,732,935.758   672,025.858   MT  0.99996483   +1 01 51.7
 DG3422
 DG3422                          SUPERSEDED SURVEY CONTROL
 DG3422
 DG3422  NAD 83(1994)-  33 43 21.00280(N)    085 08 36.01905(W) AD(       ) 4
 DG3422  NAD 83(1986)-  33 43 21.00530(N)    085 08 36.01488(W) AD(       ) 4
 DG3422  NAD 27      -  33 43 20.62003(N)    085 08 36.19300(W) AD(       ) 3
 DG3422
 DG3422.Superseded values are not recommended for survey control.
 DG3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3422.See file dsdata.txt to determine how the superseded data were derived.
 DG3422
 DG3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7202632936(NAD 83)
 DG3422_MARKER: 45 = MICROWAVE TOWER
 DG3422
 DG3422  HISTORY     - Date     Condition        Report By
 DG3422  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3422
 DG3422                          STATION DESCRIPTION
 DG3422
 DG3422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3422'THE STATION IS THE TOP AND CENTER OF A THREE LEGGED, TRUSS-WORK
 DG3422'STEEL TOWER, WITH THREE FAN SHAPED ANTENNAS ATTACHED NEAR THE TOP
 DG3422'AND A RED LIGHT THAT IS NOT CENTERED.  THE TOWER IS PAINTED
 DG3422'ALTERNATELY RED AND WHITE AND IS 184 FEET HIGH.  IT IS OWNED BY
 DG3422'THE SOUTHERN RAILWAY COMPANY.
 DG3422'
 DG3422'LOCATED 700 FEET EAST OF THE RAILROAD DEPOT IN BREMEN, 65 FEET
 DG3422'WEST OF THE CENTER OF A PAVED ROAD AND 58 FEET NORTH OF THE NORTH
 DG3422'RAIL OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1568 ***********************************************************************
 BS1568  DESIGNATION -  BRENT
 BS1568  PID         -  BS1568
 BS1568  STATE/COUNTY-  GA/WAYNE
 BS1568  USGS QUAD   -  ODUM (1988)
 BS1568
 BS1568                         *CURRENT SURVEY CONTROL
 BS1568  ___________________________________________________________________
 BS1568* NAD 83(1994)-  31 41 41.29411(N)    082 06 49.01837(W)     ADJUSTED  
 BS1568* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 BS1568  ___________________________________________________________________
 BS1568  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 BS1568  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 BS1568
 BS1568  HORZ ORDER  -  FIRST
 BS1568
 BS1568.The horizontal coordinates were established by classical geodetic methods
 BS1568.and adjusted by the National Geodetic Survey in September 1997..
 BS1568
 BS1568.The orthometric height was scaled from a topographic map.
 BS1568
 BS1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1568
 BS1568.The geoid height was determined by GEOID03.
 BS1568
 BS1568;                    North         East     Units Scale Factor Converg.
 BS1568;SPC GA E     -   187,880.064   205,028.935   MT  0.99990031   +0 01 40.3
 BS1568;SPC GA E     -   616,403.18    672,665.76   sFT  0.99990031   +0 01 40.3
 BS1568;UTM  17      - 3,507,146.722   394,463.069   MT  0.99973737   -0 35 06.5
 BS1568
 BS1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1568!SPC GA E     -   0.99999657  x   0.99990031  =   0.99989688
 BS1568!UTM  17      -   0.99999657  x   0.99973737  =   0.99973394
 BS1568
 BS1568:                Primary Azimuth Mark                     Grid Az
 BS1568:SPC GA E     -  TET                                      111 55 23.9
 BS1568:UTM  17      -  TET                                      112 32 10.7
 BS1568
 BS1568|---------------------------------------------------------------------|
 BS1568| PID    Reference Object                     Distance      Geod. Az  |
 BS1568|                                                           dddmmss.s |
 BS1568| BS1566 TET                                 APPROX. 5.8 KM 1115704.2 |
 BS1568| CW4675 BRENT RM                                           20008     |
 BS1568|---------------------------------------------------------------------|
 BS1568
 BS1568                          SUPERSEDED SURVEY CONTROL
 BS1568
 BS1568  NAD 83(1986)-  31 41 41.30041(N)    082 06 49.02657(W) AD(       ) 1
 BS1568  NAD 27      -  31 41 40.54700(N)    082 06 49.59500(W) AD(       ) 1
 BS1568
 BS1568.Superseded values are not recommended for survey control.
 BS1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1568.See file dsdata.txt to determine how the superseded data were derived.
 BS1568
 BS1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9446307147(NAD 83)
 BS1568_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BS1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1568+STABILITY: SURFACE MOTION
 BS1568
 BS1568  HISTORY     - Date     Condition        Report By
 BS1568  HISTORY     - 1917     MONUMENTED       CGS
 BS1568  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BS1568  HISTORY     - 1985     MARK NOT FOUND   NGS
 BS1568
 BS1568                          STATION DESCRIPTION
 BS1568
 BS1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BS1568'ON SOUTH SIDE OF SOUTHERN RAILWAY, 8-3/4 RAIL LENGTHS WEST OF
 BS1568'RAILWAY STATION (1935) AT BRENT, IN SOUTH SIDE OF DITCH ON SOUTH
 BS1568'SIDE OF RAILWAY, 5.10 METERS (16.7 FEET) SOUTH OF SOUTH RAIL OF
 BS1568'TRACK, 3-3/4 RAIL LENGTHS WEST OF CENTER LINE OF ROAD CROSSING, AND
 BS1568'99.50 FEET SOUTH OF STATION DANIELS 1935 (SEE DESCRIPTION THEREOF).
 BS1568'SURFACE MARK IS STANDARD DISK IN CONCRETE. UNDERGROUND MARK
 BS1568'IS NAIL IN CONCRETE.  REFERENCE MARK IS LARGE NAIL IN
 BS1568'SQUARE CONCRETE POST, 12.20 METERS (40.0 FEET) FROM STATION.
 BS1568'COMB OF DEPOT ROOF (1917) WAS 55 METERS (180
 BS1568'FEET) FROM STATION.  IN 1918 UPPER
 BS1568'MARK REPORTED DESTROYED.  IN 1935 SURFACE AND REFERENCE MARK
 BS1568'REPORTED DESTROYED, AND UNDERGROUND MARK RECOVERED IN GOOD
 BS1568'CONDITION.  TIE MADE FROM UNDERGROUND MARK TO STATION DANIELS 1935.
 BS1568
 BS1568                          STATION RECOVERY (1985)
 BS1568
 BS1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 BS1568'THE STATION NOT RECOVERED AT THIS DATE.
 BS1568'A THOROUGH SEARCH WAS MADE FOR THE UNDERGROUND MONUMENT DESCRIBED
 BS1568'IN 1935.  A PIECE OF CONCRETE RESEMBLING THE SHANK OF THE 1917
 BS1568'SURFACE MARK WAS FOUND BUT NO OTHER EVIDENCE WAS RECOVERED.
 BS1568'
 BS1568'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2314 ***********************************************************************
 CL2314  DESIGNATION -  BREW
 CL2314  PID         -  CL2314
 CL2314  STATE/COUNTY-  GA/LAURENS
 CL2314  USGS QUAD   -  EAST DUBLIN (1985)
 CL2314
 CL2314                         *CURRENT SURVEY CONTROL
 CL2314  ___________________________________________________________________
 CL2314* NAD 83(1994)-  32 34 12.01275(N)    082 46 08.34661(W)     ADJUSTED  
 CL2314* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL2314  ___________________________________________________________________
 CL2314  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CL2314  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2314
 CL2314  HORZ ORDER  -  SECOND
 CL2314
 CL2314.The horizontal coordinates were established by classical geodetic methods
 CL2314.and adjusted by the National Geodetic Survey in September 1997..
 CL2314
 CL2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2314
 CL2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2314
 CL2314.The geoid height was determined by GEOID03.
 CL2314
 CL2314;                    North         East     Units Scale Factor Converg.
 CL2314;SPC GA E     -   285,079.298   143,445.164   MT  0.99993943   -0 19 27.3
 CL2314;SPC GA E     -   935,297.66    470,619.68   sFT  0.99993943   -0 19 27.3
 CL2314;UTM  17      - 3,604,999.417   333,940.677   MT  0.99994005   -0 57 09.1
 CL2314
 CL2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2314!SPC GA E     -   0.99998988  x   0.99993943  =   0.99992932
 CL2314!UTM  17      -   0.99998988  x   0.99994005  =   0.99992994
 CL2314
 CL2314:                Primary Azimuth Mark                     Grid Az
 CL2314:SPC GA E     -  BREW AZ MK                               104 59 33.0
 CL2314:UTM  17      -  BREW AZ MK                               105 37 14.8
 CL2314
 CL2314|---------------------------------------------------------------------|
 CL2314| PID    Reference Object                     Distance      Geod. Az  |
 CL2314|                                                           dddmmss.s |
 CL2314| CL2297 BREW AZ MK                          APPROX. 0.5 KM 1044005.7 |
 CL2314| CL2299 BREW RM 1                            15.587 METERS 10453     |
 CL2314| CY7258 BREW RM 2                            14.828 METERS 28450     |
 CL2314|---------------------------------------------------------------------|
 CL2314
 CL2314                          SUPERSEDED SURVEY CONTROL
 CL2314
 CL2314  NAD 83(1986)-  32 34 12.01639(N)    082 46 08.34553(W) AD(       ) 2
 CL2314  NAD 27      -  32 34 11.42346(N)    082 46 08.84758(W) AD(       ) 2
 CL2314  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL2314
 CL2314.Superseded values are not recommended for survey control.
 CL2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2314.See file dsdata.txt to determine how the superseded data were derived.
 CL2314
 CL2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3394104999(NAD 83)
 CL2314_MARKER: DS = TRIANGULATION STATION DISK
 CL2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2314+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 CL2314
 CL2314  HISTORY     - Date     Condition        Report By
 CL2314  HISTORY     - 1979     MONUMENTED       NGS
 CL2314  HISTORY     - 20040229 GOOD             METRIC
 CL2314
 CL2314                          STATION DESCRIPTION
 CL2314
 CL2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2314'THE STATION IS LOCATED 8 MILES EAST-NORTHEAST OF DUBLIN,
 CL2314'6 MILES WEST-NORTHWEST OF SCOTT AND 2-1/2 MILES SOUTHEAST
 CL2314'OF THE SMALL COMUNITY OF BREWTON.  THE STATION IS ON U.S.
 CL2314'HIGHWAY 80 RIGHT-OF-WAY AND PERMISSION WAS OBTAINED THROUGH
 CL2314'MR. MACK BROWNS OFFICE OF SURVEYING AND MAPPING IN ATLANTA,
 CL2314'GEORGIA.
 CL2314'
 CL2314'TO REACH THE STATION FROM THE COMBINATION POST OFFICE AND
 CL2314'STORE, IN THE SMALL COMMUNITY OF SCOTT, GO WEST ON
 CL2314'U.S. HIGHWAY 80 FOR 5.5 MILES TO THE BRIDGE OVER PUGHES
 CL2314'CREEK.  CONTINUE WEST ON U.S. HIGHWAY 80 FOR 0.2 MILE TO
 CL2314'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY
 CL2314'80 FOR 0.35 MILES TO THE STATION ON THE LEFT, JUST
 CL2314'BEFORE REACHING A DIRT CROSSROAD.
 CL2314'
 CL2314'THE STATION IS A STANDARD NGS DISK
 CL2314'STAMPED---BREW 1978---,
 CL2314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2314'FLUSH WITH GROUND.  IT IS LOCATED
 CL2314'34.0 FEET SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL2314'3.7 FEET NORTHEAST FROM A FENCELINE AND
 CL2314'3.5 FEET NORTH OF A METAL WITNESS POST.
 CL2314'THE UNDERGROUND MARK IS A STANDARD NGS DISK SET IN THE TOP
 CL2314'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CL2314'SURFACE.
 CL2314'
 CL2314'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL2314'STAMPED---BREW NO 1 1978---,
 CL2314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2314'FLUSH WITH GROUND.  IT IS LOCATED
 CL2314'32.5 FEET SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL2314'5.0 FEET NORTHEAST FROM A FENCELINE AND
 CL2314'4.9 FEET NORTH OF A METAL WITNESS POST.
 CL2314'MARK IS LEVEL WITH STATION.
 CL2314'
 CL2314'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL2314'STAMPED---BREW NO 2 1978---,
 CL2314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2314'FLUSH WITH GROUND.  IT IS LOCATED
 CL2314'34.7 FEET SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL2314'2.5 FEET NORTHEAST FROM A FENCELINE AND
 CL2314'2.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 CL2314'MARK IS LEVEL WITH STATION.
 CL2314'
 CL2314'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL2314'STAMPED---BREW 1978---,
 CL2314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2314'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2314'44 FEET NORTH-NORTHEAST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL2314'9.5 FEET SOUTH-SOUTHWEST FROM A POWER POLE,
 CL2314'1.5 FEET EAST FROM A GUY WIRE AND
 CL2314'1 FOOT NORTH OF A METAL WITNESS POST.
 CL2314'
 CL2314'THE AZIMUTH MARK HAS AN UNDERGROUND DISK.  IT IS A STANDARD
 CL2314'NGS DISK STAMPED---BREW 1978---, SET IN THE TOP OF AN IRREGULAR
 CL2314'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CL2314'
 CL2314'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CL2314
 CL2314                          STATION RECOVERY (2004)
 CL2314
 CL2314'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2297 ***********************************************************************
 CL2297  DESIGNATION -  BREW AZ MK
 CL2297  PID         -  CL2297
 CL2297  STATE/COUNTY-  GA/LAURENS
 CL2297  USGS QUAD   -  EAST DUBLIN (1985)
 CL2297
 CL2297                         *CURRENT SURVEY CONTROL
 CL2297  ___________________________________________________________________
 CL2297* NAD 83(1994)-  32 34 07.63890(N)    082 45 48.61516(W)     ADJUSTED  
 CL2297* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2297  ___________________________________________________________________
 CL2297  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CL2297  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CL2297
 CL2297  HORZ ORDER  -  SECOND
 CL2297
 CL2297.The horizontal coordinates were established by classical geodetic methods
 CL2297.and adjusted by the National Geodetic Survey in September 1997..
 CL2297
 CL2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2297
 CL2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2297
 CL2297.The geoid height was determined by GEOID03.
 CL2297
 CL2297;                    North         East     Units Scale Factor Converg.
 CL2297;SPC GA E     -   284,941.674   143,959.052   MT  0.99993871   -0 19 16.7
 CL2297;SPC GA E     -   934,846.14    472,305.66   sFT  0.99993871   -0 19 16.7
 CL2297;UTM  17      - 3,604,856.166   334,453.026   MT  0.99993795   -0 56 58.3
 CL2297
 CL2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2297!SPC GA E     -   0.99999130  x   0.99993871  =   0.99993001
 CL2297!UTM  17      -   0.99999130  x   0.99993795  =   0.99992925
 CL2297
 CL2297                          SUPERSEDED SURVEY CONTROL
 CL2297
 CL2297  NAD 83(1986)-  32 34 07.64257(N)    082 45 48.61409(W) AD(       ) 2
 CL2297  NAD 27      -  32 34 07.04957(N)    082 45 49.11667(W) AD(       ) 2
 CL2297  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2297
 CL2297.Superseded values are not recommended for survey control.
 CL2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2297.See file dsdata.txt to determine how the superseded data were derived.
 CL2297
 CL2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3445304856(NAD 83)
 CL2297_MARKER: DZ = AZIMUTH MARK DISK
 CL2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2297+STABILITY: SURFACE MOTION
 CL2297
 CL2297  HISTORY     - Date     Condition        Report By
 CL2297  HISTORY     - 1979     MONUMENTED       NGS
 CL2297
 CL2297                          STATION DESCRIPTION
 CL2297
 CL2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2297'THE STATION IS LOCATED 8 MILES EAST-NORTHEAST OF DUBLIN,
 CL2297'6 MILES WEST-NORTHWEST OF SCOTT AND 2-1/2 MILES SOUTHEAST
 CL2297'OF THE SMALL COMMUNITY OF BREWTON.  THIS IS ON U.S. HIGHWAY
 CL2297'80 RIGHT-OF-WAY.
 CL2297'
 CL2297'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN THE
 CL2297'SMALL COMMUNITY OF SCOTT, GO WEST ON U.S. HIGHWAY 80 FOR
 CL2297'5.5 MILES TO THE BRIDGE OVER PUGHES CREEK.  CONTINUE WEST
 CL2297'ON U.S. HIGHWAY 80 FOR 0.2 MILE TO THE STATION ON THE RIGHT
 CL2297'AS DESCRIBED.
 CL2297'
 CL2297'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL2297'STAMPED---BREW 1978---,
 CL2297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2297'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2297'44 FEET NORTH-NORTHEAST FROM THE CENTER OF U.S. HIGHWAY 80,
 CL2297'9.5 FEET SOUTH-SOUTHWEST FROM A POWER POLE,
 CL2297'1.5 FEET EAST FROM A GUY WIRE AND
 CL2297'1 FOOT NORTH OF A METAL WITNESS POST.
 CL2297'THE UNDERGROUND MARK IS A STANDARD AZIMUTH MARK DISK,
 CL2297'STAMPED---BREW 1978---, SET IN THE TOP OF AN IRREGULAR
 CL2297'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CL2297'
 CL2297'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL2297'BREW, UNSING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 CL2297'
 CL2297'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE
 CL2297'NO REFERENCE MARKS ESTABLISHED AT THIS STATION.
 CL2297'
 CL2297'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0352 ***********************************************************************
 CL0352  DESIGNATION -  BREWTON AZ MK
 CL0352  PID         -  CL0352
 CL0352  STATE/COUNTY-  GA/LAURENS
 CL0352  USGS QUAD   -  EAST DUBLIN (1985)
 CL0352
 CL0352                         *CURRENT SURVEY CONTROL
 CL0352  ___________________________________________________________________
 CL0352* NAD 83(1986)-  32 35 39.     (N)    082 47 51.     (W)     SCALED    
 CL0352* NAVD 88     -        72.742  (meters)     238.65   (feet)  ADJUSTED  
 CL0352  ___________________________________________________________________
 CL0352  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CL0352  DYNAMIC HT  -          72.660 (meters)     238.39  (feet)  COMP
 CL0352  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CL0352
 CL0352  VERT ORDER  -  FIRST     CLASS II
 CL0352
 CL0352.The horizontal coordinates were scaled from a topographic map and have
 CL0352.an estimated accuracy of +/- 6 seconds.
 CL0352
 CL0352.The orthometric height was determined by differential leveling
 CL0352.and adjusted by the National Geodetic Survey in June 1991..
 CL0352
 CL0352.The geoid height was determined by GEOID03.
 CL0352
 CL0352.The dynamic height is computed by dividing the NAVD 88
 CL0352.geopotential number by the normal gravity value computed on the
 CL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0352.degrees latitude (g = 980.6199 gals.).
 CL0352
 CL0352.The modeled gravity was interpolated from observed gravity values.
 CL0352
 CL0352;                    North         East    Units  Estimated Accuracy
 CL0352;SPC GA E     -   287,770.      140,780.      MT  (+/- 180 meters Scaled)
 CL0352
 CL0352                          SUPERSEDED SURVEY CONTROL
 CL0352
 CL0352  NGVD 29 (??/??/92)   72.928  (m)          239.26   (f) ADJ UNCH    1 2
 CL0352
 CL0352.Superseded values are not recommended for survey control.
 CL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0352.See file dsdata.txt to determine how the superseded data were derived.
 CL0352
 CL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS313077(NAD 83)
 CL0352_MARKER: DZ = AZIMUTH MARK DISK
 CL0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0352_STAMPING: BREWTON AZ MK 1934
 CL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0352+STABILITY: SURFACE MOTION
 CL0352
 CL0352  HISTORY     - Date     Condition        Report By
 CL0352  HISTORY     - 1934     MONUMENTED       CGS
 CL0352  HISTORY     - 1962     GOOD             NGS
 CL0352  HISTORY     - 1968     GOOD             NGS
 CL0352
 CL0352                          STATION DESCRIPTION
 CL0352
 CL0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0352'AT BREWTON.
 CL0352'AT BREWTON, 0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 CL0352'CROSSING OF THE WRIGHTSVILLE AND TENNILLE RAILROAD, 7 RAILS NORTHEAST
 CL0352'OF A GRADED ROAD CROSSING THE RAILROAD, 150 FEET NORTHWEST AND
 CL0352'ACROSS THE TRACK FROM THE CENTER LINE OF THE BLACK TOP ROAD, 56.2
 CL0352'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NEAR TRACK, 25 FEET
 CL0352'NORTH OF THE EAST CORNER OF A GRAIN SHED WITH A METAL SIDING,
 CL0352'9 1/2 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET ABOVE THE LEVEL OF
 CL0352'THE TRACK, 6 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 CL0352'CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0352
 CL0352                          STATION RECOVERY (1968)
 CL0352
 CL0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CL0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0350 ***********************************************************************
 CL0350  DESIGNATION -  BREWTON RM 2
 CL0350  PID         -  CL0350
 CL0350  STATE/COUNTY-  GA/LAURENS
 CL0350  USGS QUAD   -  EAST DUBLIN (1985)
 CL0350
 CL0350                         *CURRENT SURVEY CONTROL
 CL0350  ___________________________________________________________________
 CL0350* NAD 83(1986)-  32 35 33.     (N)    082 48 05.     (W)     SCALED    
 CL0350* NAVD 88     -        72.939  (meters)     239.30   (feet)  ADJUSTED  
 CL0350  ___________________________________________________________________
 CL0350  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CL0350  DYNAMIC HT  -          72.857 (meters)     239.03  (feet)  COMP
 CL0350  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CL0350
 CL0350  VERT ORDER  -  FIRST     CLASS II
 CL0350
 CL0350.The horizontal coordinates were scaled from a topographic map and have
 CL0350.an estimated accuracy of +/- 6 seconds.
 CL0350
 CL0350.The orthometric height was determined by differential leveling
 CL0350.and adjusted by the National Geodetic Survey in June 1991..
 CL0350
 CL0350.The geoid height was determined by GEOID03.
 CL0350
 CL0350.The dynamic height is computed by dividing the NAVD 88
 CL0350.geopotential number by the normal gravity value computed on the
 CL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0350.degrees latitude (g = 980.6199 gals.).
 CL0350
 CL0350.The modeled gravity was interpolated from observed gravity values.
 CL0350
 CL0350;                    North         East    Units  Estimated Accuracy
 CL0350;SPC GA E     -   287,590.      140,420.      MT  (+/- 180 meters Scaled)
 CL0350
 CL0350                          SUPERSEDED SURVEY CONTROL
 CL0350
 CL0350  NGVD 29 (??/??/92)   73.124  (m)          239.91   (f) ADJ UNCH    1 2
 CL0350
 CL0350.Superseded values are not recommended for survey control.
 CL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0350.See file dsdata.txt to determine how the superseded data were derived.
 CL0350
 CL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS309075(NAD 83)
 CL0350_MARKER: DR = REFERENCE MARK DISK
 CL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0350_STAMPING: BREWTON NO 2 1934
 CL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0350+STABILITY: SURFACE MOTION
 CL0350
 CL0350  HISTORY     - Date     Condition        Report By
 CL0350  HISTORY     - 1934     MONUMENTED       CGS
 CL0350  HISTORY     - 1962     GOOD             NGS
 CL0350  HISTORY     - 1968     GOOD             NGS
 CL0350
 CL0350                          STATION DESCRIPTION
 CL0350
 CL0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0350'AT BREWTON.
 CL0350'AT BREWTON, 0.2 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE
 CL0350'NORTH CORNER OF A SMALL CEMETERY, NEAR THE CROSSING OF THE
 CL0350'WRIGHTSVILLE AND TENNILLE RAILROAD, IN A NARROW STRIP OF WOOD THAT
 CL0350'IS JUST NORTHWEST OF A SMALL WHITE HOUSE, 176 FEET NORTHWEST OF
 CL0350'THE NORTHWEST RAIL AT THE CENTER LINE OF THE BLACK TOP ROAD CROSSING,
 CL0350'72.8 FEET NORTHWEST OF BENCH MARK A 29 TRA. STA. BREWTON, 75 FEET
 CL0350'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 1 FOOT SOUTHEAST
 CL0350'OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND THE ROAD,
 CL0350'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CL0350'LEVEL OF THE GROUND.
 CL0350
 CL0350                          STATION RECOVERY (1968)
 CL0350
 CL0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CL0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0042 ***********************************************************************
 DG0042  DESIGNATION -  BRIAR
 DG0042  PID         -  DG0042
 DG0042  STATE/COUNTY-  GA/DE KALB
 DG0042  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0042
 DG0042                         *CURRENT SURVEY CONTROL
 DG0042  ___________________________________________________________________
 DG0042* NAD 83(1994)-  33 48 08.31151(N)    084 20 08.65411(W)     ADJUSTED  
 DG0042* NAVD 88     -       256.398  (meters)     841.20   (feet)  POSTED    
 DG0042  ___________________________________________________________________
 DG0042  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DG0042  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG0042  DYNAMIC HT  -         256.110 (meters)     840.25  (feet)  COMP
 DG0042  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 DG0042
 DG0042  HORZ ORDER  -  FIRST
 DG0042  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG0042
 DG0042.The horizontal coordinates were established by classical geodetic methods
 DG0042.and adjusted by the National Geodetic Survey in September 1997..
 DG0042
 DG0042.The orthometric height was determined by differential leveling
 DG0042.and adjusted by the National Geodetic Survey in 1992..
 DG0042.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG0042.rate of 1.1 thru 2.0 mm/km.
 DG0042
 DG0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0042
 DG0042.The geoid height was determined by GEOID03.
 DG0042
 DG0042.The dynamic height is computed by dividing the NAVD 88
 DG0042.geopotential number by the normal gravity value computed on the
 DG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0042.degrees latitude (g = 980.6199 gals.).
 DG0042
 DG0042.The modeled gravity was interpolated from observed gravity values.
 DG0042
 DG0042;                    North         East     Units Scale Factor Converg.
 DG0042;SPC GA W     -   421,590.699   684,345.916   MT  0.99990302   -0 05 38.6
 DG0042;SPC GA W     - 1,383,168.82  2,245,224.89   sFT  0.99990302   -0 05 38.6
 DG0042;UTM  16      - 3,743,428.332   746,641.519   MT  1.00034999   +1 28 58.6
 DG0042
 DG0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0042!SPC GA W     -   0.99996439  x   0.99990302  =   0.99986741
 DG0042!UTM  16      -   0.99996439  x   1.00034999  =   1.00031436
 DG0042
 DG0042                          SUPERSEDED SURVEY CONTROL
 DG0042
 DG0042  NAD 83(1986)-  33 48 08.31681(N)    084 20 08.65456(W) AD(       ) 1
 DG0042  NAD 27      -  33 48 07.94100(N)    084 20 08.92900(W) AD(       ) 1
 DG0042  NGVD 29 (??/??/92)  256.327  (m)          840.97   (f) ADJ UNCH    1 2
 DG0042
 DG0042.Superseded values are not recommended for survey control.
 DG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0042.See file dsdata.txt to determine how the superseded data were derived.
 DG0042
 DG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4664243428(NAD 83)
 DG0042_MARKER: DE = TRAVERSE STATION DISK
 DG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0042_STAMPING: 840.966 BRIAR 1927
 DG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0042+STABILITY: SURFACE MOTION
 DG0042
 DG0042  HISTORY     - Date     Condition        Report By
 DG0042  HISTORY     - 1927     MONUMENTED       CGS
 DG0042  HISTORY     - 1953     GOOD             CGS
 DG0042  HISTORY     - 1965     SEE DESCRIPTION  LOCSUR
 DG0042  HISTORY     - 1969     MARK NOT FOUND   NGS
 DG0042
 DG0042                          STATION DESCRIPTION
 DG0042
 DG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0042'TRAVERSE STATION AND BENCH MARK IS ABOUT 1/8 MILE S OF WALLACE
 DG0042'GEORGIA ABOUT 300 FEET SW FROM CLIFTON AND BRIARCLIFF ROADS
 DG0042'IN PAVEMENT ON W SIDE OF BRIARCLIFF ROAD.  83.75 FEET NE FROM
 DG0042'NAIL IN TELEPHONE POLE ON W SIDE OF BRIARCLIFF ROAD, 26.6
 DG0042'FEET S FROM NAIL IN TELEPHONE POLE IN W SIDE OF BRIARCLIFF
 DG0042'ROAD AND 14.2 FEET W FROM E SIDE OF BRIARCLIFF ROAD.
 DG0042'
 DG0042'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0042'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG0042'DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0042
 DG0042                          STATION RECOVERY (1953)
 DG0042
 DG0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG0042'STATION IS LOCATED ABOUT 4.5 MI. (AIRLINE) NE OF FIVE POINTS
 DG0042'IN DOWNTOWN ATLANTA, ABOUT 0.25 MI. S OF THE SEABOARD AIRLINE
 DG0042'RAILROAD TRACKS, ON WALLACE MILL ROAD, ABOUT 300 FT. S OF ITS
 DG0042'INTERSECTION WITH CLIFFTON ROAD, ABOUT 50 FT. E OF PEACHTREE
 DG0042'CREEK, 14 FT. W OF THE E SIDE OF THE PAVEMENT, AND 3 FT. E
 DG0042'OF THE W EDGE OF THE PAVEMENT.  IT IS A STANDARD DISK, STAMPED
 DG0042'BRIAR 1927 840.966 AND SET IN THE TOP OF A CONCRETE POST,
 DG0042'ACCESS TO WHICH IS HAD THROUGH A CAST-IRON COVER.
 DG0042'
 DG0042'THIS IS A TRAVERSE STATION.
 DG0042
 DG0042                          STATION RECOVERY (1965)
 DG0042
 DG0042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 DG0042'RECOVERED BY SOUTHERN TECH
 DG0042'
 DG0042'STATION DESTROYED.
 DG0042'
 DG0042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ATLANTA
 DG0042
 DG0042                          STATION RECOVERY (1969)
 DG0042
 DG0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DG0042'AT ATLANTA.
 DG0042'AT ATLANTA, DEKALB COUNTY, 4.5 MILES NORTHEAST OF DOWNTOWN
 DG0042'FIVE POINTS, ON WALLACE MILL ROAD NORTHEAST (FORMERLY BRIARCLIFF
 DG0042'ROAD), 0.25 MILE SOUTH OF THE SOUTHERN RAILWAY TRACKS, 0.1 MILE
 DG0042'NORTH OF PEACHTREE CREEK, 300 FEET SOUTH OF THE INTERSECTION
 DG0042'OF CLIFTON ROAD, 50 FEET EAST OF A SMALL CREEK, 14 FEET EAST
 DG0042'OF THE EAST SIDE OF WALLACE MILL ROAD, 3 FEET EAST OF THE WEST
 DG0042'EDGE OF THE ROAD, AND IN THE STREET.  A STANDARD TRAVERSE-STATION
 DG0042'DISK, STAMPED 840.966 BRIAR 1927 AND SET UNDER GROUND IN THE TOP
 DG0042'OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A CAST-IRON
 DG0042'MANHOLE COVER FLUSH WITH THE SURFACE OF THE ROAD.  NOTE-- BRIARCLIFF
 DG0042'ROAD IS NO LONGER ROUTED BY THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0153 ***********************************************************************
 CK0153  DESIGNATION -  BRICK RM
 CK0153  PID         -  CK0153
 CK0153  STATE/COUNTY-  GA/BULLOCH
 CK0153  USGS QUAD   -  STATESBORO (1993)
 CK0153
 CK0153                         *CURRENT SURVEY CONTROL
 CK0153  ___________________________________________________________________
 CK0153* NAD 83(1986)-  32 24 01.     (N)    081 49 06.     (W)     SCALED    
 CK0153* NAVD 88     -        67.647  (meters)     221.94   (feet)  ADJUSTED  
 CK0153  ___________________________________________________________________
 CK0153  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CK0153  DYNAMIC HT  -          67.570 (meters)     221.69  (feet)  COMP
 CK0153  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 CK0153
 CK0153  VERT ORDER  -  FIRST     CLASS II
 CK0153
 CK0153.The horizontal coordinates were scaled from a topographic map and have
 CK0153.an estimated accuracy of +/- 6 seconds.
 CK0153
 CK0153.The orthometric height was determined by differential leveling
 CK0153.and adjusted by the National Geodetic Survey in June 1991..
 CK0153.WARNING-Repeat measurements at this control monument indicate possible
 CK0153.vertical movement.
 CK0153
 CK0153.The geoid height was determined by GEOID03.
 CK0153
 CK0153.The dynamic height is computed by dividing the NAVD 88
 CK0153.geopotential number by the normal gravity value computed on the
 CK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0153.degrees latitude (g = 980.6199 gals.).
 CK0153
 CK0153.The modeled gravity was interpolated from observed gravity values.
 CK0153
 CK0153;                    North         East    Units  Estimated Accuracy
 CK0153;SPC GA E     -   266,150.      232,770.      MT  (+/- 180 meters Scaled)
 CK0153
 CK0153                          SUPERSEDED SURVEY CONTROL
 CK0153
 CK0153  NGVD 29 (??/??/92)   67.867  (m)          222.66   (f) ADJ UNCH    1 2
 CK0153
 CK0153.Superseded values are not recommended for survey control.
 CK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0153.See file dsdata.txt to determine how the superseded data were derived.
 CK0153
 CK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR230850(NAD 83)
 CK0153_MARKER: DR = REFERENCE MARK DISK
 CK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0153_STAMPING: ELEV 222.660 BRICK 1918
 CK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0153+STABILITY: SURFACE MOTION
 CK0153
 CK0153  HISTORY     - Date     Condition        Report By
 CK0153  HISTORY     - 1918     MONUMENTED       CGS
 CK0153  HISTORY     - 1962     GOOD             NGS
 CK0153
 CK0153                          STATION DESCRIPTION
 CK0153
 CK0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CK0153'4 MI SW FROM STATESBORO.
 CK0153'4.0 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CK0153'STATION AT STATESBORO, BULLOCH COUNTY, 0.25 MILE SOUTHWEST OF A
 CK0153'ROAD CROSSING, 0.15 MILE SOUTHWEST OF MILEPOST S 71, 63 FEET
 CK0153'WEST-NORTHWEST ACROSS THE TRACK FROM THE FIFTH TELEPHONE POLE
 CK0153'SOUTHWEST OF THE MILEPOST, ON THE INSIDE OF A CURVE WITH
 CK0153'TANGENTS EXTENDING WEST-SOUTHWEST AND NORTH-NORTHEAST, 300 FEET
 CK0153'SOUTH-SOUTHWEST OF A FENCE CORNER AT THE EAST CORNER OF A
 CK0153'CULTIVATED FIELD, 84 FEET EAST-NORTHEAST OF A TWIN 6-INCH
 CK0153'PERSIMMON TREE, AT THE TOP OF A CUT, 27.5 FEET NORTHWEST OF THE
 CK0153'NORTHWEST RAIL, 32 FEET SOUTHEAST OF A FENCE LINE, AND 9 FEET
 CK0153'ABOVE THE LEVEL OF THE TRACK.  A STANDARD REFERENCE-MARK DISK,
 CK0153'AND 9 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD
 CK0153'REFERENCE-MARK DISK, STAMPED ELEV 222.660 BRICK 1918 AND SET IN
 CK0153'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC1800 ***********************************************************************
 BC1800  DESIGNATION -  BRICKHILL
 BC1800  PID         -  BC1800
 BC1800  STATE/COUNTY-  GA/CAMDEN
 BC1800  USGS QUAD   -  CUMBERLAND ISLAND SOUTH (1994)
 BC1800
 BC1800                         *CURRENT SURVEY CONTROL
 BC1800  ___________________________________________________________________
 BC1800* NAD 83(1994)-  30 51 00.71524(N)    081 28 44.39672(W)     ADJUSTED  
 BC1800* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC1800  ___________________________________________________________________
 BC1800  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BC1800  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BC1800
 BC1800  HORZ ORDER  -  THIRD
 BC1800
 BC1800.The horizontal coordinates were established by classical geodetic methods
 BC1800.and adjusted by the National Geodetic Survey in September 1997..
 BC1800
 BC1800.The orthometric height was scaled from a topographic map.
 BC1800
 BC1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC1800
 BC1800.The geoid height was determined by GEOID03.
 BC1800
 BC1800;                    North         East     Units Scale Factor Converg.
 BC1800;SPC GA E     -    94,445.706   265,771.802   MT  0.99995335   +0 21 09.5
 BC1800;SPC GA E     -   309,860.62    871,952.99   sFT  0.99995335   +0 21 09.5
 BC1800;UTM  17      - 3,413,098.551   454,200.262   MT  0.99962587   -0 14 44.3
 BC1800
 BC1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC1800!SPC GA E     -   1.00000453  x   0.99995335  =   0.99995788
 BC1800!UTM  17      -   1.00000453  x   0.99962587  =   0.99963040
 BC1800
 BC1800:                Primary Azimuth Mark                     Grid Az
 BC1800:SPC GA E     -  CUMBERLAND IS TANK                       063 09 18.8
 BC1800:UTM  17      -  CUMBERLAND IS TANK                       063 45 12.6
 BC1800
 BC1800|---------------------------------------------------------------------|
 BC1800| PID    Reference Object                     Distance      Geod. Az  |
 BC1800|                                                           dddmmss.s |
 BC1800| BC1797 CUMBERLAND IS TANK                  APPROX. 1.6 KM 0633028.3 |
 BC1800| CW4678 BRICKHILL RM 1                       18.420 METERS 16816     |
 BC1800| BC1801 CUMBERLAND R DIV RNG 1 R BCN        APPROX. 0.6 KM 1684819.9 |
 BC1800| BC1804 CUMBERLAND R DIV RNG 1 F BCN        APPROX. 0.8 KM 1864827.9 |
 BC1800| BC1806 CUMBERLAND R DIV RNG 2 R BCN        APPROX. 1.1 KM 1904012.8 |
 BC1800| BC1805 CUMBERLAND R DIV RNG 2 F BCN        APPROX. 1.0 KM 1905121.1 |
 BC1800| BC1807 CUMBERLAND R BCN 6                  APPROX. 1.7 KM 2051650.5 |
 BC1800| BC1809 CUMBERLAND R CROOKED R F RG BN      APPROX. 2.8 KM 2064157.2 |
 BC1800| BC1808 CUMBERLAND R CROOKED R R RG BN      APPROX. 2.1 KM 2171541.0 |
 BC1800| CW4679 BRICKHILL RM 2                       18.614 METERS 27031     |
 BC1800| BC1799 CUMBERLAND R BCN 13                  35.401 METERS 29118     |
 BC1800| BC1796 CUMBERLAND R DELAR CR R RNG BN      APPROX. 1.7 KM 2942442.5 |
 BC1800| BC1798 CUMBERLAND R DELAR CR F RNG BN      APPROX. 2.2 KM 3085704.7 |
 BC1800|---------------------------------------------------------------------|
 BC1800
 BC1800                          SUPERSEDED SURVEY CONTROL
 BC1800
 BC1800  NAD 83(1994)-  30 51 00.72295(N)    081 28 44.39578(W) AD(       ) 3
 BC1800  NAD 83(1986)-  30 51 00.72425(N)    081 28 44.40061(W) AD(       ) 3
 BC1800  NAD 27      -  30 50 59.87600(N)    081 28 45.06200(W) AD(       ) 3
 BC1800
 BC1800.Superseded values are not recommended for survey control.
 BC1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1800.See file dsdata.txt to determine how the superseded data were derived.
 BC1800
 BC1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5420013099(NAD 83)
 BC1800_MARKER: DD = SURVEY DISK
 BC1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1800
 BC1800  HISTORY     - Date     Condition        Report By
 BC1800  HISTORY     - 1933     MONUMENTED       USE
 BC1800  HISTORY     - 1934     GOOD             CGS
 BC1800
 BC1800                          STATION DESCRIPTION
 BC1800
 BC1800'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BC1800'STATION IS ON THE E BANK OF CUMBERLAND RIVER JUST N OF THE JUNCTION
 BC1800'OF CUMBERLAND RIVER AND BRICKHILL RIVER.  STATION IS 5 M. FROM ABRUPT
 BC1800'RIVER BANK AND ROUGHLY 150 M. N OF THE END OF THE POINT OF MARSH
 BC1800'BETWEEN THE RIVERS.  STATION IS IN FIRM MARSH 24 M. N OF A SMALL
 BC1800'SLOUGH, 8 M. S OF ANOTHER SIMILAR SLOUGH.  R.M. 1 IS 15 M. FROM RIVER
 BC1800'BANK AND 10 M. NE OF THE N ONE OF THE TWO SLOUGHS.  R.M. 2 IS 15
 BC1800'M. FROM RIVER BANK, 10 M. FROM A SLOUGH TO E, 6 M. FROM THE
 BC1800'JUNCTION OF TWO SLOUGHS TO NNE AND IN A BARE SPOT IN THE MARSH.
 BC1800'STATION IS EASILY REACHED AT ANY STAGE OF TIDE.
 BC1800
 BC1800                          STATION RECOVERY (1934)
 BC1800
 BC1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC1800'RECOVERED AS DESCRIBED WITH MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2338 ***********************************************************************
 DG2338  DESIGNATION -  BRIDGE
 DG2338  PID         -  DG2338
 DG2338  STATE/COUNTY-  GA/DE KALB
 DG2338  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2338
 DG2338                         *CURRENT SURVEY CONTROL
 DG2338  ___________________________________________________________________
 DG2338* NAD 83(1994)-  33 47 26.84560(N)    084 18 27.59045(W)     ADJUSTED  
 DG2338* NAVD 88     -       292.736  (meters)     960.42   (feet)  POSTED    
 DG2338  ___________________________________________________________________
 DG2338  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DG2338  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2338  DYNAMIC HT  -         292.410 (meters)     959.35  (feet)  COMP
 DG2338  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DG2338
 DG2338  HORZ ORDER  -  FIRST
 DG2338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DG2338
 DG2338.The horizontal coordinates were established by classical geodetic methods
 DG2338.and adjusted by the National Geodetic Survey in September 1997..
 DG2338
 DG2338.The orthometric height was determined by differential leveling
 DG2338.and adjusted by the National Geodetic Survey in 1992..
 DG2338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DG2338.rate of 0.0 thru 1.0 mm/km.
 DG2338
 DG2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2338
 DG2338.The geoid height was determined by GEOID03.
 DG2338
 DG2338.The dynamic height is computed by dividing the NAVD 88
 DG2338.geopotential number by the normal gravity value computed on the
 DG2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2338.degrees latitude (g = 980.6199 gals.).
 DG2338
 DG2338.The modeled gravity was interpolated from observed gravity values.
 DG2338
 DG2338;                    North         East     Units Scale Factor Converg.
 DG2338;SPC GA W     -   420,309.317   686,943.444   MT  0.99990210   -0 04 42.3
 DG2338;SPC GA W     - 1,378,964.82  2,253,746.95   sFT  0.99990210   -0 04 42.3
 DG2338;UTM  16      - 3,742,218.359   749,274.522   MT  1.00036609   +1 29 53.3
 DG2338
 DG2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2338!SPC GA W     -   0.99995868  x   0.99990210  =   0.99986078
 DG2338!UTM  16      -   0.99995868  x   1.00036609  =   1.00032475
 DG2338
 DG2338:                Primary Azimuth Mark                     Grid Az
 DG2338:SPC GA W     -  JUNCTION                                 008 24 58.6
 DG2338:UTM  16      -  JUNCTION                                 006 50 23.0
 DG2338
 DG2338|---------------------------------------------------------------------|
 DG2338| PID    Reference Object                     Distance      Geod. Az  |
 DG2338|                                                           dddmmss.s |
 DG2338| DG0073 JUNCTION                            APPROX. 0.6 KM 0082016.3 |
 DG2338|---------------------------------------------------------------------|
 DG2338
 DG2338                          SUPERSEDED SURVEY CONTROL
 DG2338
 DG2338  NAD 83(1986)-  33 47 26.85037(N)    084 18 27.59077(W) AD(       ) 1
 DG2338  NAD 27      -  33 47 26.47500(N)    084 18 27.86900(W) AD(       ) 1
 DG2338  NGVD 29 (07/19/86)  292.67   (m)          960.2    (f) LEVELING    3  
 DG2338
 DG2338.Superseded values are not recommended for survey control.
 DG2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2338.See file dsdata.txt to determine how the superseded data were derived.
 DG2338
 DG2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4927542218(NAD 83)
 DG2338_MARKER: DS = TRIANGULATION STATION DISK
 DG2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2338+STABILITY: SURFACE MOTION
 DG2338
 DG2338  HISTORY     - Date     Condition        Report By
 DG2338  HISTORY     - 1927     MONUMENTED       CGS
 DG2338  HISTORY     - 1953     GOOD             CGS
 DG2338  HISTORY     - 1959     MARK NOT FOUND   CGS
 DG2338  HISTORY     - 1960     MARK NOT FOUND   GAHD
 DG2338
 DG2338                          STATION DESCRIPTION
 DG2338
 DG2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2338'TRAVERSE STATION AND BENCH MARK 1-1/4 MILES N OF DECATUR,
 DG2338'GEORGIA, JUST N OF WOODEN BRIDGE ON N DECATUR ROAD
 DG2338'OVER SEABOARD RAILROAD BELT LINE IN DEEP CUT ON THE E SIDE
 DG2338'OF THE TRACKS, 21.9 FEET E OF E RAIL OF SEABOARD RAILROAD
 DG2338'BELT LINE.  23.1 FEET N FROM FIRST BENT E OF TRACKS ON N SIDE
 DG2338'OF BRIDGE AND 19.75 FEET N FROM SECOND BENT E OF TRACKS ON
 DG2338'N SIDE OF BRIDGE.  IT IS ON THE POINT OF INTERSECTION OF THE
 DG2338'TANGENTS OF THE E RAIL FROM THE N AND THE S.
 DG2338'
 DG2338'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2338'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2338'DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG2338
 DG2338                          STATION RECOVERY (1953)
 DG2338
 DG2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG2338'STATION IS LOCATED ABOUT 5.2 MI. (AIR LINE) FROM FIVE POINTS IN
 DG2338'DOWNTOWN ATLANTA, ABOUT 1.25 MI. N OF DECATUR, ON THE E SIDE
 DG2338'OF THE SEABOARD AIRLINE BELTLINE RAILROAD TRACKS, IN A DEEP
 DG2338'CUT, AT THE POINT OF INTERSECTION OF THE EXTENSION OF THE
 DG2338'TANGENTS OF THE E RAIL FROM THE N AND S, 22 FT. E OF THE E
 DG2338'RAIL, AND 16 FT. N OF THE N EDGE OF THE OVERPASS ON NORTH
 DG2338'DECATUR ROAD.  IT IS A STANDARD DISK, STAMPED BRIDGE 1927
 DG2338'960.215 AND SET IN THE TOP OF A CONCRETE POST (ACCESS TO
 DG2338'WHICH IS HAD THROUGH A CAST-IRON COVER) ABOUT 3 FT. HIGHER
 DG2338'THAN THE RAILROAD TRACKS.
 DG2338'
 DG2338'THIS IS A TRAVERSE STATION.
 DG2338
 DG2338                          STATION RECOVERY (1959)
 DG2338
 DG2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 DG2338'THE SUBJECT MARK WAS REPORTED FOUND ENTIRELY UPROOTED AT NEAR THE
 DG2338'DESCRIBED LOCATION DURING THE CONSTRUCTION IN 1958 OF A NEW
 DG2338'CONCRETE BRIDGE AT THE SITE.  THE PRESENT WRITER SEARCHED OVER
 DG2338'THE AREA FOR THE MONUMENT ON THE 26TH OF MAY, 1959, TO RECLAIM
 DG2338'THE DISK, BUT THE SEARCH WAS TO NO AVAIL.  DURING THAT SEARCH, IT
 DG2338'SEEMED CONCLUSIVE THAT THE MONUMENT MUST HAVE BEEN REMOVED
 DG2338'FOR THE DESCRIBED LOCATION IS NOW COVERED BY
 DG2338'SLOPE-EROSION-PREVENTION CONCRETE PAVEMENT ON THE BANK OF THE DEEP
 DG2338'RAILROAD CUT AND UNDER THE EDGE OF THE NEW CONCRETE BRIDGE.
 DG2338
 DG2338                          STATION RECOVERY (1960)
 DG2338
 DG2338'RECOVERY NOTE BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1960
 DG2338'STATION NOT RECOVERED.  THE MONUMENT COULD STILL BE IN.  THE
 DG2338'COUNTY HAS BUILT A NEW BRIDGE HERE, AND DUMPED DIRT OVER THE
 DG2338'STEEP BANK WHERE THE MONUMENT WAS LOCATED.  RIP-RAP SLABS WERE
 DG2338'PLACED OVER THE SLOPED BANK WHICH MAKES THE MARK UNRECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4022 ***********************************************************************
 CK4022  DESIGNATION -  BRIDGE
 CK4022  PID         -  CK4022
 CK4022  STATE/COUNTY-  GA/CHATHAM
 CK4022  USGS QUAD   -  SAVANNAH (1978)
 CK4022
 CK4022                         *CURRENT SURVEY CONTROL
 CK4022  ___________________________________________________________________
 CK4022* NAD 83(1994)-  32 02 17.90493(N)    081 01 55.15629(W)     ADJUSTED  
 CK4022* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 CK4022  ___________________________________________________________________
 CK4022  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CK4022  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 CK4022
 CK4022  HORZ ORDER  -  THIRD
 CK4022
 CK4022.The horizontal coordinates were established by classical geodetic methods
 CK4022.and adjusted by the National Geodetic Survey in September 1997..
 CK4022
 CK4022.The orthometric height was scaled from a topographic map.
 CK4022
 CK4022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4022
 CK4022.The geoid height was determined by GEOID03.
 CK4022
 CK4022;                    North         East     Units Scale Factor Converg.
 CK4022;SPC GA E     -   226,527.161   307,167.133   MT  1.00004159   +0 36 07.2
 CK4022;SPC GA E     -   743,197.86  1,007,764.17   sFT  1.00004159   +0 36 07.2
 CK4022;SPC SC       -    22,734.714   606,578.037   MT  1.00019445   -0 01 03.8
 CK4022;SPC SC       -    74,588.96  1,990,085.42   iFT  1.00019445   -0 01 03.8
 CK4022;UTM  17      - 3,544,682.187   496,979.833   MT  0.99960011   -0 01 01.1
 CK4022
 CK4022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4022!SPC GA E     -   1.00000480  x   1.00004159  =   1.00004639
 CK4022!SPC SC       -   1.00000480  x   1.00019445  =   1.00019925
 CK4022!UTM  17      -   1.00000480  x   0.99960011  =   0.99960491
 CK4022
 CK4022:                Primary Azimuth Mark                     Grid Az
 CK4022:SPC GA E     -  CHIM                                     030 28 46.0
 CK4022:SPC SC       -  CHIM                                     031 05 57.0
 CK4022:UTM  17      -  CHIM                                     031 05 54.3
 CK4022
 CK4022|---------------------------------------------------------------------|
 CK4022| PID    Reference Object                     Distance      Geod. Az  |
 CK4022|                                                           dddmmss.s |
 CK4022| CK4009 CHIM                                APPROX. 1.4 KM 0310453.2 |
 CK4022| CK4566 BRIDGE RM 2                          75.420 METERS 07009     |
 CK4022| CK4565 BRIDGE RM 1                          24.440 METERS 22801     |
 CK4022| CK4017 BONAVENTURE TANK                    APPROX. 1.5 KM 2975145.6 |
 CK4022|---------------------------------------------------------------------|
 CK4022
 CK4022                          SUPERSEDED SURVEY CONTROL
 CK4022
 CK4022  NAD 83(1986)-  32 02 17.91753(N)    081 01 55.17186(W) AD(       ) 3
 CK4022  NAD 27      -  32 02 17.15100(N)    081 01 55.78000(W) AD(       ) 3
 CK4022
 CK4022.Superseded values are not recommended for survey control.
 CK4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4022.See file dsdata.txt to determine how the superseded data were derived.
 CK4022
 CK4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9698044682(NAD 83)
 CK4022_MARKER: DS = TRIANGULATION STATION DISK
 CK4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4022
 CK4022  HISTORY     - Date     Condition        Report By
 CK4022  HISTORY     - 1934     MONUMENTED       CGS
 CK4022  HISTORY     - 1970     MARK NOT FOUND   NGS
 CK4022
 CK4022                          STATION DESCRIPTION
 CK4022
 CK4022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4022'ON NORTH SHOULDER OF U.S. 80 HIGHWAY FILL, 60 M. WEST OF
 CK4022'WEST ABUTMENT OF HIGHWAY BRIDGE ACROSS GRAYS CREEK, AND 2 M.
 CK4022'NORTH OF NORTH EDGE OF HARD SURFACE.  STATION MARK--STANDARD
 CK4022'DISC IN 12 IN X 12 IN X 3 FT CONCRETE MONUMENT.  R.M. 1--STANDARD
 CK4022'DISC IN 12 IN X 12 IN X 3 FT CONCRETE MONUMENT.  R.M. 2--STANDARD
 CK4022'DISC IN EAST EDGE OF 4 IN X 6 IN AT BASE OF SOUTH GUARD RAIL
 CK4022'OF EAST ABUTMENT.
 CK4022'
 CK4022'NOTE--STATION BRIDGE IS 2 M. FROM EDGE OF HIGHWAY AND 2 M. FROM
 CK4022'EDGE OF FILL.
 CK4022
 CK4022                          STATION RECOVERY (1970)
 CK4022
 CK4022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 CK4022'LOST.  STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 CK4022'FOUND.  STATION PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1511 ***********************************************************************
 BR1511  DESIGNATION -  BRIDGE
 BR1511  PID         -  BR1511
 BR1511  STATE/COUNTY-  GA/GLYNN
 BR1511  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1511
 BR1511                         *CURRENT SURVEY CONTROL
 BR1511  ___________________________________________________________________
 BR1511* NAD 83(1994)-  31 11 01.92801(N)    081 31 51.12201(W)     ADJUSTED  
 BR1511* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1511  ___________________________________________________________________
 BR1511  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 BR1511  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 BR1511
 BR1511  HORZ ORDER  -  THIRD
 BR1511
 BR1511.The horizontal coordinates were established by classical geodetic methods
 BR1511.and adjusted by the National Geodetic Survey in September 1997..
 BR1511
 BR1511.The orthometric height was scaled from a topographic map.
 BR1511
 BR1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1511
 BR1511.The geoid height was determined by GEOID03.
 BR1511
 BR1511;                    North         East     Units Scale Factor Converg.
 BR1511;SPC GA E     -   131,407.636   260,599.257   MT  0.99994528   +0 19 45.2
 BR1511;SPC GA E     -   431,126.55    854,982.73   sFT  0.99994528   +0 19 45.2
 BR1511;UTM  17      - 3,450,100.853   449,417.361   MT  0.99963156   -0 16 29.6
 BR1511
 BR1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1511!SPC GA E     -   1.00000446  x   0.99994528  =   0.99994974
 BR1511!UTM  17      -   1.00000446  x   0.99963156  =   0.99963601
 BR1511
 BR1511:                Primary Azimuth Mark                     Grid Az
 BR1511:SPC GA E     -  PICRIC                                   007 18 48.3
 BR1511:UTM  17      -  PICRIC                                   007 55 03.1
 BR1511
 BR1511|---------------------------------------------------------------------|
 BR1511| PID    Reference Object                     Distance      Geod. Az  |
 BR1511|                                                           dddmmss.s |
 BR1511| BR1526 PICRIC                              APPROX. 4.1 KM 0073833.5 |
 BR1511| CW4680 BRIDGE RM 1                          16.770 METERS 01950     |
 BR1511| BR1538 BRUNSWICK ATLANTIC REEF NW STK      APPROX. 2.3 KM 0773956.2 |
 BR1511| CW4681 BRIDGE RM 2                          15.780 METERS 11329     |
 BR1511| BR1507 BLYTHE IS F RNG LT                  APPROX. 3.0 KM 1832831.2 |
 BR1511| BR1500 BLYTHE ISLAND REAR RANGE LIGHT      APPROX. 2.5 KM 1891250.6 |
 BR1511| BR1496 ROAD 2                              APPROX. 1.8 KM 2952928.3 |
 BR1511| BR1510 TURTLE RIVER BRIDGE CEN SPAN        412.623 METERS 3453733.9 |
 BR1511|---------------------------------------------------------------------|
 BR1511
 BR1511                          SUPERSEDED SURVEY CONTROL
 BR1511
 BR1511  NAD 83(1986)-  31 11 01.93936(N)    081 31 51.12566(W) AD(       ) 3
 BR1511  NAD 27      -  31 11 01.11200(N)    081 31 51.75400(W) AD(       ) 3
 BR1511
 BR1511.Superseded values are not recommended for survey control.
 BR1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1511.See file dsdata.txt to determine how the superseded data were derived.
 BR1511
 BR1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4941750101(NAD 83)
 BR1511_MARKER: DS = TRIANGULATION STATION DISK
 BR1511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR1511_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BR1511
 BR1511  HISTORY     - Date     Condition        Report By
 BR1511  HISTORY     - 1933     MONUMENTED       CGS
 BR1511  HISTORY     - 1953     GOOD             CGS
 BR1511
 BR1511                          STATION DESCRIPTION
 BR1511
 BR1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1511'STATION IS IN SOFT MARSHY GROUND ON THE W BANK OF TURTLE RIVER,
 BR1511'APPROX. 500 M. SW OF THE TURTLE RIVER BRIDGE (BRUNSWICK-JACKSONVILLE
 BR1511'HIGHWAY), 40 M. SW OF THE RIVER BANK, 50 M. NW OF A SMALL SLOUGH,
 BR1511'APPROX. IN LINE WITH AND HALFWAY BETWEEN TWO OBSOLETE RANGE
 BR1511'BEACONS, AND 300 M. NW OF THE POINT WHERE THE W BANK OF THE TURTLE
 BR1511'RIVER CHANGES FROM A NW-SE TO A N-S DIRECTION.
 BR1511'
 BR1511'R.M. NO. 1 IS N OF STATION, 18 M. FROM RIVER BANK.
 BR1511'
 BR1511'R.M. NO. 2 IS SE OF STATION, 30 M. FROM RIVER BANK.
 BR1511
 BR1511                          STATION RECOVERY (1953)
 BR1511
 BR1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1511'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BR1511'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE IN
 BR1511'ERROR.  THE DISTANCE TO REFERENCE MARK 1 IS 15.780 M.  NOTE 16.770
 BR1511'M.  THE DISTANCE TO REFERENCE MARK 2 IS 16.770 M.  NOTE 15.780 M.
 BR1511'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 BR1511'
 BR1511'THE STATION IS 98.8 FT. W OF THE EDGE OF THE MARSH, AND 94.0 FT. S
 BR1511'OF A SMALL CREEK.  A WOODEN OBSERVING PLATFORM HAS BEEN BUILT OVER
 BR1511'THE MARK.  THE DISK IS STAMPED BRIDGE 1933 AND IS 2 IN. UNDERGROUND.
 BR1511'
 BR1511'REFERENCE MARK 1 IS STAMPED BRIDGE NO 1 1933 AND IS FLUSH WITH THE
 BR1511'GROUND.
 BR1511'
 BR1511'REFERENCE MARK 2 IS ABOUT 50 FT. W OF THE EDGE OF THE MARSH.  THE
 BR1511'DISK IS STAMPED BRIDGE NO 2 1933 AND PROJECTS 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0380 ***********************************************************************
 BR0380  DESIGNATION -  BRIDGE 2
 BR0380  PID         -  BR0380
 BR0380  STATE/COUNTY-  GA/MCINTOSH
 BR0380  USGS QUAD   -  EULONIA (1980)
 BR0380
 BR0380                         *CURRENT SURVEY CONTROL
 BR0380  ___________________________________________________________________
 BR0380* NAD 83(1994)-  31 32 17.48083(N)    081 25 27.73594(W)     ADJUSTED  
 BR0380* NAVD 88     -         1.955  (meters)       6.41   (feet)  ADJUSTED  
 BR0380  ___________________________________________________________________
 BR0380  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 BR0380  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 BR0380  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 BR0380  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 BR0380
 BR0380  HORZ ORDER  -  THIRD
 BR0380  VERT ORDER  -  FIRST     CLASS I
 BR0380
 BR0380.The horizontal coordinates were established by classical geodetic methods
 BR0380.and adjusted by the National Geodetic Survey in September 1997..
 BR0380.No horizontal observational check was made to the station.
 BR0380
 BR0380.The orthometric height was determined by differential leveling
 BR0380.and adjusted by the National Geodetic Survey in May 1994..
 BR0380
 BR0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0380
 BR0380.The geoid height was determined by GEOID03.
 BR0380
 BR0380.The dynamic height is computed by dividing the NAVD 88
 BR0380.geopotential number by the normal gravity value computed on the
 BR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0380.degrees latitude (g = 980.6199 gals.).
 BR0380
 BR0380.The modeled gravity was interpolated from observed gravity values.
 BR0380
 BR0380;                    North         East     Units Scale Factor Converg.
 BR0380;SPC GA E     -   170,753.941   270,484.975   MT  0.99996126   +0 23 17.8
 BR0380;SPC GA E     -   560,215.22    887,416.12   sFT  0.99996126   +0 23 17.8
 BR0380;UTM  17      - 3,489,327.336   459,716.108   MT  0.99962001   -0 13 19.1
 BR0380
 BR0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0380!SPC GA E     -   1.00000446  x   0.99996126  =   0.99996572
 BR0380!UTM  17      -   1.00000446  x   0.99962001  =   0.99962447
 BR0380
 BR0380|---------------------------------------------------------------------|
 BR0380| PID    Reference Object                     Distance      Geod. Az  |
 BR0380|                                                           dddmmss.s |
 BR0380| BR0379 BRIDGE 2 RM 3                        26.643 METERS 04120     |
 BR0380| BR1216 POINT                               APPROX. 1.0 KM 1102514.9 |
 BR0380| BR0381 BRIDGE 2 RM 2                        17.538 METERS 13140     |
 BR0380| BR1221 BRIDGE HUB                           41.170 METERS 27958     |
 BR0380| BR0828 BRIDGE                               94.224 METERS 35649     |
 BR0380|---------------------------------------------------------------------|
 BR0380
 BR0380                          SUPERSEDED SURVEY CONTROL
 BR0380
 BR0380  NAD 83(1986)-  31 32 17.49327(N)    081 25 27.74554(W) AD(       ) 3
 BR0380  NAD 27      -  31 32 16.69900(N)    081 25 28.36000(W) AD(       ) 3
 BR0380  NAVD 88 (06/15/91)    1.957  (m)            6.42   (f) UNKNOWN     1 1
 BR0380  NGVD 29 (09/01/92)    2.257  (m)            7.40   (f) ADJUSTED    1 1
 BR0380
 BR0380.Superseded values are not recommended for survey control.
 BR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0380.See file dsdata.txt to determine how the superseded data were derived.
 BR0380
 BR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5971689327(NAD 83)
 BR0380_MARKER: DS = TRIANGULATION STATION DISK
 BR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0380_SP_SET: CONCRETE POST
 BR0380_STAMPING: BRIDGE 2 1955
 BR0380_MARK LOGO: CGS   
 BR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0380+STABILITY: SURFACE MOTION
 BR0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0380+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 BR0380
 BR0380  HISTORY     - Date     Condition        Report By
 BR0380  HISTORY     - 1955     MONUMENTED       CGS
 BR0380  HISTORY     - 1975     GOOD             NGS
 BR0380  HISTORY     - 1975     GOOD             NGS
 BR0380  HISTORY     - 19910314 GOOD             NGS
 BR0380
 BR0380                          STATION DESCRIPTION
 BR0380
 BR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JEW)
 BR0380'THE STATION IS LOCATED 1.1 MI. N ALONG U.S. HIGHWAY 17 FROM
 BR0380'ITS JUNCTION WITH STATE HIGHWAY 99 AT EULONIA, ABOUT 200
 BR0380'FT. SE OF THE BRIDGE OVER SAPELO RIVER, 144.0 FT. E OF THE
 BR0380'CENTERLINE OF U.S. HIGHWAY 17, 104.0 FT. S OF THE S BANK
 BR0380'OF SAPELO RIVER, 74.7 FT. NW OF THE NW CORNER OF A HOUSE,
 BR0380'33.0 FT. W OF THE CENTERLINE OF A DITCH, 23.0 FT. SW OF A
 BR0380'POWER POLE, AND 3.0 FT. W OF A WITNESS POST.
 BR0380'
 BR0380'THE STATION IS A STANDARD DISK, STAMPED BRIDGE 2 1955 AND
 BR0380'SET IN THE TOP OF A 14-IN. ROUND CONCRETE MONUMENT WHICH
 BR0380'PROJECTS 2 IN. ABOVE THE GROUND.  THERE IS NO
 BR0380'UNDERGROUND STATION MARK.
 BR0380'
 BR0380'REFERENCE MARK 2 IS SE OF THE STATION, 201.5 FT. E OF THE
 BR0380'CENTERLINE OF U.S. HIGHWAY 17, 24.0 FT. E OF THE CENTERLINE
 BR0380'OF A DITCH, 23.6 FT. N OF THE NW CORNER OF A HOUSE, AND
 BR0380'5.5 FT. N OF A 6-IN. CEDAR TREE.  A STANDARD DISK, STAMPED
 BR0380'BRIDGE 2 NO 2 1955 AND SET IN THE TOP OF A 10-IN. ROUND
 BR0380'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BR0380'
 BR0380'REFERENCE MARK 3 IS NE OF THE STATION, 152.0 FT. E OF THE
 BR0380'CENTERLINE OF U.S. HIGHWAY 17, 40.0 FT. NE OF A 14-IN. PINE
 BR0380'TREE (LARGEST IN THE AREA), 22.0 FT. S OF THE S BANK OF
 BR0380'SAPELO RIVER, AND 19.0 FT. W OF THE CENTERLINE OF A DITCH.
 BR0380'A STANDARD DISK, STAMPED BRIDGE 2 NO 3 1955 AND SET IN THE
 BR0380'TOP OF A 10-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BR0380'
 BR0380'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 M.
 BR0380
 BR0380                          STATION RECOVERY (1975)
 BR0380
 BR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0380'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION, R.M. 3 WAS
 BR0380'NOT RECOVERED.  THE STATION AND R.M. 2 WAS LEVELED OVER DURING THE
 BR0380'1975 RELEVELING.
 BR0380'
 BR0380'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 99 AT EULONIA, GO
 BR0380'NORTH ALONG U. S. HIGHWAY 17 1.0 MILE TO A CONCRETE BRIDGE OVER THE
 BR0380'SAPELO RIVER.
 BR0380'
 BR0380'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED BRIDGE
 BR0380'2 1955..  200 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE,
 BR0380'144 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 74.9 FEET NORTHWEST
 BR0380'OF THE NORTHWEST CORNER OF A HOUSE, 102 FEET SOUTH OF THE RIVER
 BR0380'BANK, 2.0 FEET SOUTH OF A WITNESS POST, IN A CONCRETE POST.
 BR0380'
 BR0380'.RM. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BRIDGE 2 NO 2 1955.
 BR0380'57.54 FEET SOUTHEAST OF THE STATION, 202 FEET EAST OF THE CENTER
 BR0380'LINE OF THE HIGHWAY, 23.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BR0380'HOUSE, IN THE TOP OF A CONCRETE POST.
 BR0380'
 BR0380'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN--1 MILE NORTH.
 BR0380
 BR0380                          STATION RECOVERY (1975)
 BR0380
 BR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0380'1 MI N FROM EULONIA.
 BR0380'1.0 MILE NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION OF
 BR0380'STATE HIGHWAY 99 AT EULONIA, 200 FEET SOUTHEAST OF THE SOUTHEAST
 BR0380'CORNER OF A BRIDGE OVER SAPELO RIVER, 144 FEET EAST OF THE
 BR0380'CENTER LINE OF THE HIGHWAY, ABOUT 102 FEET SOUTH OF THE SOUTH
 BR0380'BANK OF THE RIVER, 74.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BR0380'A HOUSE, 31 FEET WEST OF THE WEST BANK OF A MARSHY DITCH, 2.0
 BR0380'FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE
 BR0380'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BR0380'ABOVE THE GROUND.
 BR0380
 BR0380                          STATION RECOVERY (1991)
 BR0380
 BR0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0380'19.3 KM (12.0 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 BR0380'OFFICE IN DARIEN, 48.6 M (159.4 FT) NORTHWEST OF THE NORTHWEST CORNER
 BR0380'OF A HOUSE, 43.9 M (144.0 FT) EAST OF THE HIGHWAY CENTERLINE, 19.9 M
 BR0380'(65.3 FT) SOUTH OF A UTILITY POLE WITH A TRANSFORMER, 18.3 M (60.0
 BR0380'FT) NORTHEAST OF A UTILITY POLE, 17.6 M (57.7 FT) NORTHWEST OF
 BR0380'REFERENCE MARK 2, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.6
 BR0380'M (5.2 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 BR0380'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0381 ***********************************************************************
 BR0381  DESIGNATION -  BRIDGE 2 RM 2
 BR0381  PID         -  BR0381
 BR0381  STATE/COUNTY-  GA/MCINTOSH
 BR0381  USGS QUAD   -  EULONIA (1980)
 BR0381
 BR0381                         *CURRENT SURVEY CONTROL
 BR0381  ___________________________________________________________________
 BR0381* NAD 83(1986)-  31 32 17.     (N)    081 25 27.     (W)     SCALED    
 BR0381* NAVD 88     -         1.802  (meters)       5.91   (feet)  ADJUSTED  
 BR0381  ___________________________________________________________________
 BR0381  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 BR0381  DYNAMIC HT  -           1.800 (meters)       5.91  (feet)  COMP
 BR0381  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 BR0381
 BR0381  VERT ORDER  -  FIRST     CLASS I
 BR0381
 BR0381.The horizontal coordinates were scaled from a topographic map and have
 BR0381.an estimated accuracy of +/- 6 seconds.
 BR0381
 BR0381.The orthometric height was determined by differential leveling
 BR0381.and adjusted by the National Geodetic Survey in June 1991..
 BR0381
 BR0381.The geoid height was determined by GEOID03.
 BR0381
 BR0381.The dynamic height is computed by dividing the NAVD 88
 BR0381.geopotential number by the normal gravity value computed on the
 BR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0381.degrees latitude (g = 980.6199 gals.).
 BR0381
 BR0381.The modeled gravity was interpolated from observed gravity values.
 BR0381
 BR0381;                    North         East    Units  Estimated Accuracy
 BR0381;SPC GA E     -   170,740.      270,500.      MT  (+/- 180 meters Scaled)
 BR0381
 BR0381                          SUPERSEDED SURVEY CONTROL
 BR0381
 BR0381.No superseded survey control is available for this station.
 BR0381
 BR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ597893(NAD 83)
 BR0381_MARKER: DR = REFERENCE MARK DISK
 BR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0381_SP_SET: CONCRETE POST
 BR0381_STAMPING: BRIDGE 2 NO 2 1955
 BR0381_MARK LOGO: CGS   
 BR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0381+STABILITY: SURFACE MOTION
 BR0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0381+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 BR0381
 BR0381  HISTORY     - Date     Condition        Report By
 BR0381  HISTORY     - 1955     MONUMENTED       CGS
 BR0381  HISTORY     - 1975     GOOD             NGS
 BR0381  HISTORY     - 19910314 GOOD             NGS
 BR0381
 BR0381                          STATION DESCRIPTION
 BR0381
 BR0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0381'1 MI N FROM EULONIA.
 BR0381'1.0 MILE NORTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION OF
 BR0381'STATE HIGHWAY 17 AT EULONIA, 250 FEET SOUTHEAST OF THE SOUTHEAST
 BR0381'CORNER OF A BRIDGE OVER SAPELO RIVER, 202 FEET EAST OF THE CENTER
 BR0381'LINE OF THE HIGHWAY, 57.54 FEET SOUTHEAST OF THE STATION, 23.5 FEET
 BR0381'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 22 FEET EAST OF THE EAST
 BR0381'BANK OF A DITCH, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 BR0381'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BR0381
 BR0381                          STATION RECOVERY (1991)
 BR0381
 BR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0381'19.3 KM (12.0 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 BR0381'OFFICE IN DARIEN, 61.6 M (202.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 BR0381'34.7 M (113.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 20.6
 BR0381'M (67.6 FT) NORTHWEST OF UTILITY TRANSFORMER NUMBER 1 I3, 17.6 M
 BR0381'(57.7 FT) SOUTHEAST OF TRIANGULATION STATION BRIDGE 2, 2.0 M (6.6 FT)
 BR0381'BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE
 BR0381'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0379 ***********************************************************************
 BR0379  DESIGNATION -  BRIDGE 2 RM 3
 BR0379  PID         -  BR0379
 BR0379  STATE/COUNTY-  GA/MCINTOSH
 BR0379  USGS QUAD   -  EULONIA (1980)
 BR0379
 BR0379                         *CURRENT SURVEY CONTROL
 BR0379  ___________________________________________________________________
 BR0379* NAD 83(1986)-  31 32 18.     (N)    081 25 27.     (W)     SCALED    
 BR0379* NAVD 88     -         6.15   (+/-2cm)      20.2    (feet)  VERTCON   
 BR0379  ___________________________________________________________________
 BR0379  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 BR0379
 BR0379  VERT ORDER  -  ? (See Below)
 BR0379
 BR0379.The horizontal coordinates were scaled from a topographic map and have
 BR0379.an estimated accuracy of +/- 6 seconds.
 BR0379
 BR0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0379.The vertical order pertains to the NGVD 29 superseded value.
 BR0379
 BR0379.The geoid height was determined by GEOID03.
 BR0379
 BR0379;                    North         East    Units  Estimated Accuracy
 BR0379;SPC GA E     -   170,770.      270,500.      MT  (+/- 180 meters Scaled)
 BR0379
 BR0379                          SUPERSEDED SURVEY CONTROL
 BR0379
 BR0379  NGVD 29 (??/??/92)    6.450  (m)           21.16   (f) ADJ UNCH    ?  
 BR0379
 BR0379.Superseded values are not recommended for survey control.
 BR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0379.See file dsdata.txt to determine how the superseded data were derived.
 BR0379
 BR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ597893(NAD 83)
 BR0379_MARKER: DR = REFERENCE MARK DISK
 BR0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0379_STAMPING: BRIDGE 2 NO 3 1955
 BR0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0379+STABILITY: SURFACE MOTION
 BR0379
 BR0379  HISTORY     - Date     Condition        Report By
 BR0379  HISTORY     - 1955     MONUMENTED       CGS
 BR0379  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0379
 BR0379                          STATION DESCRIPTION
 BR0379
 BR0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BR0379'1.1 MI N FROM EULONIA.
 BR0379'THE MARKS IS LOCATED 1.1 MILES NORTH ALONG U.S. HIGHWAY 17 FROM
 BR0379'ITS JUNCTION WITH STATE HIGHWAY 99 AT EULONIA, ABOUT 175 FEET
 BR0379'SOUTH-SOUTHEAST OF THE BRIDGE OVER THE SAPELO RIVER, 152.0 FEET
 BR0379'EAST OF THE CENTERLINE OF THE HIGHWAY, 87.4 FEET NORTHEAST OF
 BR0379'TRIANGULATION STATION BRIDGE 2, 40.0 FEET NORTHEAST OF A 14-INCH
 BR0379'PINE (LARGEST IN THE AREA), 22.0 FEET SOUTH OF THE SOUTH SHORE OF
 BR0379'THE SAPELO RIVER, AND 19.0 FEET WEST OF THE CENTERLINE OF A
 BR0379'MARHSY DITCH.  THE DISK IS SET IN THE TOP OF A 10-INCH ROUND
 BR0379'CONCRETE.
 BR0379
 BR0379                          STATION RECOVERY (1975)
 BR0379
 BR0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1500 ***********************************************************************
 BS1500  DESIGNATION -  BRIDGEBORO 1917
 BS1500  PID         -  BS1500
 BS1500  STATE/COUNTY-  GA/WORTH
 BS1500  USGS QUAD   -  BRIDGEBORO (1988)
 BS1500
 BS1500                         *CURRENT SURVEY CONTROL
 BS1500  ___________________________________________________________________
 BS1500* NAD 83(1994)-  31 24 00.77298(N)    083 58 31.97581(W)     ADJUSTED  
 BS1500* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BS1500  ___________________________________________________________________
 BS1500  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BS1500  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1500
 BS1500  HORZ ORDER  -  FIRST
 BS1500
 BS1500.The horizontal coordinates were established by classical geodetic methods
 BS1500.and adjusted by the National Geodetic Survey in September 1997..
 BS1500
 BS1500.The orthometric height was scaled from a topographic map.
 BS1500
 BS1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1500
 BS1500.The geoid height was determined by GEOID03.
 BS1500
 BS1500;                    North         East     Units Scale Factor Converg.
 BS1500;SPC GA W     -   155,234.166   718,174.091   MT  0.99990407   +0 05 58.5
 BS1500;SPC GA W     -   509,297.43  2,356,209.50   sFT  0.99990407   +0 05 58.5
 BS1500;UTM  17      - 3,477,787.017   217,070.793   MT  1.00058746   -1 33 04.8
 BS1500;UTM  16      - 3,477,914.037   787,581.043   MT  1.00062020   +1 34 36.7
 BS1500
 BS1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1500!SPC GA W     -   0.99998498  x   0.99990407  =   0.99988905
 BS1500!UTM  17      -   0.99998498  x   1.00058746  =   1.00057243
 BS1500!UTM  16      -   0.99998498  x   1.00062020  =   1.00060517
 BS1500
 BS1500|---------------------------------------------------------------------|
 BS1500| PID    Reference Object                     Distance      Geod. Az  |
 BS1500|                                                           dddmmss.s |
 BS1500| BS1501 BRIDGEBORO B                        342.546 METERS 13500     |
 BS1500| BS1502 BRIDGEBORO A                        289.636 METERS 26825     |
 BS1500| BS1494 MCPHAUL                             APPROX. 2.6 KM 3294240.4 |
 BS1500|---------------------------------------------------------------------|
 BS1500
 BS1500                          SUPERSEDED SURVEY CONTROL
 BS1500
 BS1500  NAD 83(1986)-  31 24 00.77780(N)    083 58 31.98373(W) AD(       ) 1
 BS1500  NAD 27      -  31 24 00.13000(N)    083 58 32.32700(W) AD(       ) 1
 BS1500
 BS1500.Superseded values are not recommended for survey control.
 BS1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1500.See file dsdata.txt to determine how the superseded data were derived.
 BS1500
 BS1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1707177787(NAD 83)
 BS1500_MARKER: Z = SEE DESCRIPTION
 BS1500_SETTING: 0 = UNSPECIFIED SETTING
 BS1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1500
 BS1500  HISTORY     - Date     Condition        Report By
 BS1500  HISTORY     - 1917     MONUMENTED       CGS
 BS1500  HISTORY     - 1922     MARK NOT FOUND   CGS
 BS1500
 BS1500                          STATION DESCRIPTION
 BS1500
 BS1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (MEL)
 BS1500'IN BRIDGEBORO, ON THE WEST EDGE OF ROOF OF BRICK BUILDING
 BS1500'OWNED BY H.W. HOLLINGSWORTH.  MARK IS SET IN CONCRETE CAP
 BS1500'OF BRICK PIER, 2-1/2 METERS (8 FEET) FROM SOUTH EDGE OF ROOF.
 BS1500
 BS1500                          STATION RECOVERY (1922)
 BS1500
 BS1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 BS1500'STATION REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1502 ***********************************************************************
 BS1502  DESIGNATION -  BRIDGEBORO A
 BS1502  PID         -  BS1502
 BS1502  STATE/COUNTY-  GA/WORTH
 BS1502  USGS QUAD   -  BRIDGEBORO (1988)
 BS1502
 BS1502                         *CURRENT SURVEY CONTROL
 BS1502  ___________________________________________________________________
 BS1502* NAD 83(1994)-  31 24 00.51290(N)    083 58 42.93539(W)     ADJUSTED  
 BS1502* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BS1502  ___________________________________________________________________
 BS1502  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BS1502  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1502
 BS1502  HORZ ORDER  -  SECOND
 BS1502
 BS1502.The horizontal coordinates were established by classical geodetic methods
 BS1502.and adjusted by the National Geodetic Survey in September 1997..
 BS1502
 BS1502.The orthometric height was scaled from a topographic map.
 BS1502
 BS1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1502
 BS1502.The geoid height was determined by GEOID03.
 BS1502
 BS1502;                    North         East     Units Scale Factor Converg.
 BS1502;SPC GA W     -   155,225.657   717,884.608   MT  0.99990394   +0 05 52.8
 BS1502;SPC GA W     -   509,269.51  2,355,259.75   sFT  0.99990394   +0 05 52.8
 BS1502;UTM  17      - 3,477,786.852   216,780.987   MT  1.00058948   -1 33 10.5
 BS1502;UTM  16      - 3,477,898.057   787,291.669   MT  1.00061815   +1 34 31.0
 BS1502
 BS1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1502!SPC GA W     -   0.99998514  x   0.99990394  =   0.99988908
 BS1502!UTM  17      -   0.99998514  x   1.00058948  =   1.00057461
 BS1502!UTM  16      -   0.99998514  x   1.00061815  =   1.00060328
 BS1502
 BS1502|---------------------------------------------------------------------|
 BS1502| PID    Reference Object                     Distance      Geod. Az  |
 BS1502|                                                           dddmmss.s |
 BS1502| CW3387 BRIDGEBORO A RM                      16.430 METERS 03130     |
 BS1502| BS1500 BRIDGEBORO 1917                     289.636 METERS 08825     |
 BS1502| BS1503 JENKINS D                           468.967 METERS 3134354.1 |
 BS1502|---------------------------------------------------------------------|
 BS1502
 BS1502                          SUPERSEDED SURVEY CONTROL
 BS1502
 BS1502  NAD 83(1986)-  31 24 00.51771(N)    083 58 42.94328(W) AD(       ) 2
 BS1502  NAD 27      -  31 23 59.87000(N)    083 58 43.28500(W) AD(       ) 2
 BS1502
 BS1502.Superseded values are not recommended for survey control.
 BS1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1502.See file dsdata.txt to determine how the superseded data were derived.
 BS1502
 BS1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1678177787(NAD 83)
 BS1502_MARKER: DS = TRIANGULATION STATION DISK
 BS1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1502
 BS1502  HISTORY     - Date     Condition        Report By
 BS1502  HISTORY     - 1917     MONUMENTED       CGS
 BS1502  HISTORY     - 1936     GOOD             CGS
 BS1502
 BS1502                          STATION DESCRIPTION
 BS1502
 BS1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BS1502'ABOUT 200 METERS (656 FEET) NORTH OF DEPOT AT BRIDGEBORO, ON
 BS1502'THE GEORGIA NORTHERN RAILWAY, ON THE SOUTHWARD TANGENT OF THE
 BS1502'WEST RAIL OF MAIN TRACK, 70 METERS (230 FEET) FROM POINT OF
 BS1502'TANGENCY AND 3.59 METERS (11.8 FEET) WEST OF WEST RAIL.
 BS1502'REFERENCE MARK IS A NAIL OR BOLT SET IN CONCRETE MOUND,
 BS1502'11.3 METERS (37 FEET) EAST OF EAST RAIL OF MAIN TRACK, 1/2
 BS1502'METER (1.6 FEET) SOUTH FROM FIRST TELEGRAPH POLE EAST OF
 BS1502'STATION AND 16.43 METERS (53.9 FEET) FROM STATION IN GRID
 BS1502'AZIMUTH 211 DEG 24 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1501 ***********************************************************************
 BS1501  DESIGNATION -  BRIDGEBORO B
 BS1501  PID         -  BS1501
 BS1501  STATE/COUNTY-  GA/WORTH
 BS1501  USGS QUAD   -  BRIDGEBORO (1988)
 BS1501
 BS1501                         *CURRENT SURVEY CONTROL
 BS1501  ___________________________________________________________________
 BS1501* NAD 83(1994)-  31 23 52.90761(N)    083 58 22.80824(W)     ADJUSTED  
 BS1501* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BS1501  ___________________________________________________________________
 BS1501  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BS1501  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1501
 BS1501  HORZ ORDER  -  SECOND
 BS1501
 BS1501.The horizontal coordinates were established by classical geodetic methods
 BS1501.and adjusted by the National Geodetic Survey in September 1997..
 BS1501
 BS1501.The orthometric height was scaled from a topographic map.
 BS1501
 BS1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1501
 BS1501.The geoid height was determined by GEOID03.
 BS1501
 BS1501;                    North         East     Units Scale Factor Converg.
 BS1501;SPC GA W     -   154,992.368   718,416.678   MT  0.99990418   +0 06 03.2
 BS1501;SPC GA W     -   508,504.13  2,357,005.38   sFT  0.99990418   +0 06 03.2
 BS1501;UTM  17      - 3,477,538.161   217,306.475   MT  1.00058581   -1 32 59.7
 BS1501;UTM  16      - 3,477,678.404   787,829.962   MT  1.00062197   +1 34 41.1
 BS1501
 BS1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1501!SPC GA W     -   0.99998545  x   0.99990418  =   0.99988963
 BS1501!UTM  17      -   0.99998545  x   1.00058581  =   1.00057125
 BS1501!UTM  16      -   0.99998545  x   1.00062197  =   1.00060741
 BS1501
 BS1501|---------------------------------------------------------------------|
 BS1501| PID    Reference Object                     Distance      Geod. Az  |
 BS1501|                                                           dddmmss.s |
 BS1501| CW3388 BRIDGEBORO B RM                      13.140 METERS 24334     |
 BS1501| BS1502 BRIDGEBORO A                        APPROX. 0.6 KM 2934634.5 |
 BS1501| BS1500 BRIDGEBORO 1917                     342.546 METERS 31500     |
 BS1501|---------------------------------------------------------------------|
 BS1501
 BS1501                          SUPERSEDED SURVEY CONTROL
 BS1501
 BS1501  NAD 83(1986)-  31 23 52.91247(N)    083 58 22.81625(W) AD(       ) 2
 BS1501  NAD 27      -  31 23 52.26400(N)    083 58 23.15900(W) AD(       ) 2
 BS1501
 BS1501.Superseded values are not recommended for survey control.
 BS1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1501.See file dsdata.txt to determine how the superseded data were derived.
 BS1501
 BS1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1730677538(NAD 83)
 BS1501_MARKER: DS = TRIANGULATION STATION DISK
 BS1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1501
 BS1501  HISTORY     - Date     Condition        Report By
 BS1501  HISTORY     - 1917     MONUMENTED       CGS
 BS1501  HISTORY     - 1922     GOOD             CGS
 BS1501
 BS1501                          STATION DESCRIPTION
 BS1501
 BS1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1501'IN BRIDGEBORO, AT THE EAST END OF WYE BETWEEN THE TRACKS OF THE
 BS1501'HAWKINSVILLE AND FLORIDA SOUTHERN AND THE GEORGIA NORTHERN
 BS1501'RAILWAY, ABOUT 100 METERS (328 FEET) EAST OF RAILROAD CROSSING,
 BS1501'AT THE INTERSECTION OF THE NORTHWARD TANGENT OF THE WEST
 BS1501'RAIL AND THE SOUTHWARD TANGENT OF THE EAST RAIL OF THE GEORGIA
 BS1501'NORTHERN MAIN TRACK, AND 45 METERS (148 FEET) FROM THE SWITCH
 BS1501'STAND AT SOUTH END OF GEORGIA NORTHERN SIDE TRACK.
 BS1501'REFERENCE MARK IS NAIL OR BOLT IN CONCRETE MOUND, 30
 BS1501'METERS (98 FEET) FROM SWITCH STAND, ON THE LINE BETWEEN
 BS1501'STATION AND BRIDGEBORO SCHOOLHOUSE, 13.14 METERS (43.1 FEET)
 BS1501'FROM STATION IN GRID AZIMUTH 63 DEG 28 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1505 ***********************************************************************
 BS1505  DESIGNATION -  BRIDGEBORO C 1917
 BS1505  PID         -  BS1505
 BS1505  STATE/COUNTY-  GA/WORTH
 BS1505  USGS QUAD   -  BRIDGEBORO (1988)
 BS1505
 BS1505                         *CURRENT SURVEY CONTROL
 BS1505  ___________________________________________________________________
 BS1505* NAD 83(1994)-  31 23 26.49609(N)    083 58 13.83693(W)     ADJUSTED  
 BS1505* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BS1505  ___________________________________________________________________
 BS1505  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BS1505  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1505
 BS1505  HORZ ORDER  -  SECOND
 BS1505
 BS1505.The horizontal coordinates were established by classical geodetic methods
 BS1505.and adjusted by the National Geodetic Survey in September 1997..
 BS1505
 BS1505.The orthometric height was scaled from a topographic map.
 BS1505
 BS1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1505
 BS1505.The geoid height was determined by GEOID03.
 BS1505
 BS1505;                    North         East     Units Scale Factor Converg.
 BS1505;SPC GA W     -   154,179.419   718,655.111   MT  0.99990429   +0 06 07.8
 BS1505;SPC GA W     -   505,836.98  2,357,787.64   sFT  0.99990429   +0 06 07.8
 BS1505;UTM  17      - 3,476,718.124   217,521.538   MT  1.00058432   -1 32 53.8
 BS1505;UTM  16      - 3,476,871.292   788,089.456   MT  1.00062381   +1 34 44.6
 BS1505
 BS1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1505!SPC GA W     -   0.99998592  x   0.99990429  =   0.99989022
 BS1505!UTM  17      -   0.99998592  x   1.00058432  =   1.00057024
 BS1505!UTM  16      -   0.99998592  x   1.00062381  =   1.00060972
 BS1505
 BS1505|---------------------------------------------------------------------|
 BS1505| PID    Reference Object                     Distance      Geod. Az  |
 BS1505|                                                           dddmmss.s |
 BS1505| BS1504 BRIDGEBORO D 1917                   119.264 METERS 15523     |
 BS1505| BS1501 BRIDGEBORO B                        APPROX. 0.8 KM 3434521.9 |
 BS1505|---------------------------------------------------------------------|
 BS1505
 BS1505                          SUPERSEDED SURVEY CONTROL
 BS1505
 BS1505  NAD 83(1986)-  31 23 26.50085(N)    083 58 13.84493(W) AD(       ) 2
 BS1505  NAD 27      -  31 23 25.85200(N)    083 58 14.18900(W) AD(       ) 2
 BS1505
 BS1505.Superseded values are not recommended for survey control.
 BS1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1505.See file dsdata.txt to determine how the superseded data were derived.
 BS1505
 BS1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1752276718(NAD 83)
 BS1505_MARKER: N = NAIL
 BS1505_SETTING: 0 = UNSPECIFIED SETTING
 BS1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1505
 BS1505  HISTORY     - Date     Condition        Report By
 BS1505  HISTORY     - 1917     MONUMENTED       CGS
 BS1505  HISTORY     - 1922     GOOD             CGS
 BS1505
 BS1505                          STATION DESCRIPTION
 BS1505
 BS1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1505'ABOUT 3/4 MILE SOUTH OF BRIDGEBORO ON THE GEORGIA NORTHERN
 BS1505'RAILWAY AT THE NORTH END OF THE CURVE AT MILEPOST 48, 120
 BS1505'METERS (394 FEET) SOUTH OF THE MILEPOST ON THE NORTHWARD
 BS1505'TANGENT OF THE EAST RAIL, 65 METERS (213 FEET) FROM POINT OF
 BS1505'TANGENCY AND 0.86 METER (2.8 FEET) WEST OF THE WEST RAIL.
 BS1505'STATION IS MARKED BY A NAIL IN A 2 BY 4 SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1504 ***********************************************************************
 BS1504  DESIGNATION -  BRIDGEBORO D 1917
 BS1504  PID         -  BS1504
 BS1504  STATE/COUNTY-  GA/WORTH
 BS1504  USGS QUAD   -  BRIDGEBORO (1988)
 BS1504
 BS1504                         *CURRENT SURVEY CONTROL
 BS1504  ___________________________________________________________________
 BS1504* NAD 83(1994)-  31 23 22.97578(N)    083 58 11.95637(W)     ADJUSTED  
 BS1504* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BS1504  ___________________________________________________________________
 BS1504  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BS1504  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1504
 BS1504  HORZ ORDER  -  SECOND
 BS1504
 BS1504.The horizontal coordinates were established by classical geodetic methods
 BS1504.and adjusted by the National Geodetic Survey in September 1997..
 BS1504
 BS1504.The orthometric height was scaled from a topographic map.
 BS1504
 BS1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1504
 BS1504.The geoid height was determined by GEOID03.
 BS1504
 BS1504;                    North         East     Units Scale Factor Converg.
 BS1504;SPC GA W     -   154,071.097   718,704.985   MT  0.99990431   +0 06 08.8
 BS1504;SPC GA W     -   505,481.59  2,357,951.27   sFT  0.99990431   +0 06 08.8
 BS1504;UTM  17      - 3,476,608.335   217,568.303   MT  1.00058399   -1 32 52.7
 BS1504;UTM  16      - 3,476,764.214   788,142.143   MT  1.00062419   +1 34 45.4
 BS1504
 BS1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1504!SPC GA W     -   0.99998592  x   0.99990431  =   0.99989024
 BS1504!UTM  17      -   0.99998592  x   1.00058399  =   1.00056991
 BS1504!UTM  16      -   0.99998592  x   1.00062419  =   1.00061010
 BS1504
 BS1504                          SUPERSEDED SURVEY CONTROL
 BS1504
 BS1504  NAD 83(1986)-  31 23 22.98064(N)    083 58 11.96443(W) AD(       ) 2
 BS1504  NAD 27      -  31 23 22.33100(N)    083 58 12.30900(W) AD(       ) 2
 BS1504
 BS1504.Superseded values are not recommended for survey control.
 BS1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1504.See file dsdata.txt to determine how the superseded data were derived.
 BS1504
 BS1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1756876608(NAD 83)
 BS1504_MARKER: N = NAIL
 BS1504_SETTING: 0 = UNSPECIFIED SETTING
 BS1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1504
 BS1504  HISTORY     - Date     Condition        Report By
 BS1504  HISTORY     - 1917     MONUMENTED       CGS
 BS1504  HISTORY     - 1922     GOOD             CGS
 BS1504
 BS1504                          STATION DESCRIPTION
 BS1504
 BS1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1504'ABOUT 7/8 MILE SOUTH OF BRIDGEBORO ON THE GEORGIA NORTHERN
 BS1504'RAILWAY AT SOUTH END OF CURVE AT MILEPOST 48, 200 METERS (656
 BS1504'FEET) SOUTH OF MILEPOST ON THE SOUTHWARD TANGENT TO THE WEST
 BS1504'RAIL, 35 METERS (115 FEET) FROM POINT OF TANGENCY AND 1
 BS1504'METER (3.28 FEET) WEST OF WEST RAIL.  STATION IS MARKED BY
 BS1504'A NAIL IN A 2 BY 4 SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1508 ***********************************************************************
 BS1508  DESIGNATION -  BRIDGEBORO E
 BS1508  PID         -  BS1508
 BS1508  STATE/COUNTY-  GA/WORTH
 BS1508  USGS QUAD   -  BRIDGEBORO (1988)
 BS1508
 BS1508                         *CURRENT SURVEY CONTROL
 BS1508  ___________________________________________________________________
 BS1508* NAD 83(1994)-  31 23 17.13883(N)    083 58 07.74547(W)     ADJUSTED  
 BS1508* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BS1508  ___________________________________________________________________
 BS1508  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BS1508  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BS1508
 BS1508  HORZ ORDER  -  SECOND
 BS1508
 BS1508.The horizontal coordinates were established by classical geodetic methods
 BS1508.and adjusted by the National Geodetic Survey in September 1997..
 BS1508
 BS1508.The orthometric height was scaled from a topographic map.
 BS1508
 BS1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1508
 BS1508.The geoid height was determined by GEOID03.
 BS1508
 BS1508;                    North         East     Units Scale Factor Converg.
 BS1508;SPC GA W     -   153,891.542   718,816.551   MT  0.99990437   +0 06 11.0
 BS1508;SPC GA W     -   504,892.50  2,358,317.30   sFT  0.99990437   +0 06 11.0
 BS1508;UTM  17      - 3,476,425.517   217,674.724   MT  1.00058325   -1 32 50.2
 BS1508;UTM  16      - 3,476,587.467   788,258.384   MT  1.00062502   +1 34 47.4
 BS1508
 BS1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1508!SPC GA W     -   0.99998545  x   0.99990437  =   0.99988982
 BS1508!UTM  17      -   0.99998545  x   1.00058325  =   1.00056869
 BS1508!UTM  16      -   0.99998545  x   1.00062502  =   1.00061046
 BS1508
 BS1508|---------------------------------------------------------------------|
 BS1508| PID    Reference Object                     Distance      Geod. Az  |
 BS1508|                                                           dddmmss.s |
 BS1508| CW3389 BRIDGEBORO E RM                      42.190 METERS 14720     |
 BS1508| BS1509 BRIDGEBORO F 1917                   APPROX. 1.0 KM 1584259.0 |
 BS1508| BS1504 BRIDGEBORO D 1917                   211.413 METERS 32815     |
 BS1508|---------------------------------------------------------------------|
 BS1508
 BS1508                          SUPERSEDED SURVEY CONTROL
 BS1508
 BS1508  NAD 83(1986)-  31 23 17.14383(N)    083 58 07.75365(W) AD(       ) 2
 BS1508  NAD 27      -  31 23 16.49400(N)    083 58 08.09800(W) AD(       ) 2
 BS1508
 BS1508.Superseded values are not recommended for survey control.
 BS1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1508.See file dsdata.txt to determine how the superseded data were derived.
 BS1508
 BS1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1767576426(NAD 83)
 BS1508_MARKER: DS = TRIANGULATION STATION DISK
 BS1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1508
 BS1508  HISTORY     - Date     Condition        Report By
 BS1508  HISTORY     - 1917     MONUMENTED       CGS
 BS1508  HISTORY     - 1936     GOOD             CGS
 BS1508
 BS1508                          STATION DESCRIPTION
 BS1508
 BS1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BS1508'ABOUT 1-1/2 MILES SOUTH OF BRIDGEBORO DEPOT ON THE GEORGIA
 BS1508'NORTHERN RAILWAY 400 METERS (1312 FEET) SOUTH OF MILEPOST 48,
 BS1508'AT THE INTERSECTION OF THE TANGENTS TO WEST RAIL OF MAIN TRACK,
 BS1508'AND ABOUT 2 METERS (7 FEET) EAST OF TRACKS.
 BS1508'REFERENCE MARK IS NAIL OR BOLT SET IN CONCRETE MOUND, ON LINE
 BS1508'BETWEEN TWO TELEGRAPH POLES SOUTH OF STATION, 7.66 METERS
 BS1508'(25.1 FEET) EAST OF EAST RAIL OF MAIN TRACK, 42.19 METERS
 BS1508'(138.4 FEET) FROM STATION IN GRID AZIMUTH 327 DEG 14 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1509 ***********************************************************************
 BS1509  DESIGNATION -  BRIDGEBORO F 1917
 BS1509  PID         -  BS1509
 BS1509  STATE/COUNTY-  GA/WORTH
 BS1509  USGS QUAD   -  BRIDGEBORO (1988)
 BS1509
 BS1509                         *CURRENT SURVEY CONTROL
 BS1509  ___________________________________________________________________
 BS1509* NAD 83(1994)-  31 22 46.04803(N)    083 57 53.62841(W)     ADJUSTED  
 BS1509* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BS1509  ___________________________________________________________________
 BS1509  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BS1509  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BS1509
 BS1509  HORZ ORDER  -  SECOND
 BS1509
 BS1509.The horizontal coordinates were established by classical geodetic methods
 BS1509.and adjusted by the National Geodetic Survey in September 1997..
 BS1509
 BS1509.The orthometric height was scaled from a topographic map.
 BS1509
 BS1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1509
 BS1509.The geoid height was determined by GEOID03.
 BS1509
 BS1509;                    North         East     Units Scale Factor Converg.
 BS1509;SPC GA W     -   152,934.749   719,191.257   MT  0.99990454   +0 06 18.2
 BS1509;SPC GA W     -   501,753.42  2,359,546.65   sFT  0.99990454   +0 06 18.2
 BS1509;UTM  17      - 3,475,457.676   218,021.957   MT  1.00058083   -1 32 41.5
 BS1509;UTM  16      - 3,475,639.964   788,657.908   MT  1.00062786   +1 34 53.3
 BS1509
 BS1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1509!SPC GA W     -   0.99998592  x   0.99990454  =   0.99989047
 BS1509!UTM  17      -   0.99998592  x   1.00058083  =   1.00056675
 BS1509!UTM  16      -   0.99998592  x   1.00062786  =   1.00061378
 BS1509
 BS1509|---------------------------------------------------------------------|
 BS1509| PID    Reference Object                     Distance      Geod. Az  |
 BS1509|                                                           dddmmss.s |
 BS1509| BS1506 PRITCHETT                           157.350 METERS 14756     |
 BS1509| BS1508 BRIDGEBORO E                        APPROX. 1.0 KM 3384306.4 |
 BS1509|---------------------------------------------------------------------|
 BS1509
 BS1509                          SUPERSEDED SURVEY CONTROL
 BS1509
 BS1509  NAD 83(1986)-  31 22 46.05294(N)    083 57 53.63659(W) AD(       ) 2
 BS1509  NAD 27      -  31 22 45.40300(N)    083 57 53.98100(W) AD(       ) 2
 BS1509
 BS1509.Superseded values are not recommended for survey control.
 BS1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1509.See file dsdata.txt to determine how the superseded data were derived.
 BS1509
 BS1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1802275458(NAD 83)
 BS1509_MARKER: N = NAIL
 BS1509_SETTING: 0 = UNSPECIFIED SETTING
 BS1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1509
 BS1509  HISTORY     - Date     Condition        Report By
 BS1509  HISTORY     - 1917     MONUMENTED       CGS
 BS1509  HISTORY     - 1922     GOOD             CGS
 BS1509
 BS1509                          STATION DESCRIPTION
 BS1509
 BS1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1509'ABOUT 1-3/4 MILES SOUTH OF BRIDGEBORO ON GEORGIA NORTHERN
 BS1509'RAILWAY, AT NORTH END OF CURVE AT MILEPOST 47, ON THE NORTHWARD
 BS1509'TANGENT TO THE WEST RAIL OF MAIN TRACK, 55 METERS (180 FEET)
 BS1509'FROM POINT OF TANGENCY AND 3.94 METERS (12.9 FEET) WEST OF
 BS1509'WEST RAIL.  STATION IS MARKED BY A NAIL IN A 2 BY 4 SET IN
 BS1509'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4193 ***********************************************************************
 CK4193  DESIGNATION -  BRINSON
 CK4193  PID         -  CK4193
 CK4193  STATE/COUNTY-  GA/JENKINS
 CK4193  USGS QUAD   -  SARDIS (1978)
 CK4193
 CK4193                         *CURRENT SURVEY CONTROL
 CK4193  ___________________________________________________________________
 CK4193* NAD 83(1994)-  32 54 43.02230(N)    081 51 06.70415(W)     ADJUSTED  
 CK4193* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 CK4193  ___________________________________________________________________
 CK4193  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CK4193  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CK4193
 CK4193  HORZ ORDER  -  FIRST
 CK4193
 CK4193.The horizontal coordinates were established by classical geodetic methods
 CK4193.and adjusted by the National Geodetic Survey in September 1997..
 CK4193
 CK4193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4193
 CK4193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4193
 CK4193.The geoid height was determined by GEOID03.
 CK4193
 CK4193;                    North         East     Units Scale Factor Converg.
 CK4193;SPC GA E     -   322,881.314   229,445.786   MT  0.99991069   +0 10 15.8
 CK4193;SPC GA E     - 1,059,319.78    752,773.38   sFT  0.99991069   +0 10 15.8
 CK4193;UTM  17      - 3,641,847.620   420,342.417   MT  0.99967824   -0 27 46.4
 CK4193
 CK4193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4193!SPC GA E     -   0.99998760  x   0.99991069  =   0.99989829
 CK4193!UTM  17      -   0.99998760  x   0.99967824  =   0.99966584
 CK4193
 CK4193:                Primary Azimuth Mark                     Grid Az
 CK4193:SPC GA E     -  SARDIS MUN TK                            050 38 44.8
 CK4193:UTM  17      -  SARDIS MUN TK                            051 16 47.0
 CK4193
 CK4193|---------------------------------------------------------------------|
 CK4193| PID    Reference Object                     Distance      Geod. Az  |
 CK4193|                                                           dddmmss.s |
 CK4193| CK4197 SARDIS MUN TK                       APPROX.11.2 KM 0504900.6 |
 CK4193| CK4143 HILTONIA MUN TANK                   APPROX.18.6 KM 1010859.5 |
 CK4193| CK4569 BRINSON RM 3                         22.667 METERS 18217     |
 CK4193| CK4219 MILLEN CENTRAL OF GA MICRO TWR      APPROX. 6.9 KM 1962701.2 |
 CK4193| CK4210 BRINSON AZ MK                       359.650 METERS 20539     |
 CK4193| CK4567 BRINSON RM 1                         62.454 METERS 24451     |
 CK4193| CK4568 BRINSON RM 2                         90.062 METERS 30454     |
 CK4193|---------------------------------------------------------------------|
 CK4193
 CK4193                          SUPERSEDED SURVEY CONTROL
 CK4193
 CK4193  NAD 83(1986)-  32 54 43.02503(N)    081 51 06.69877(W) AD(       ) 1
 CK4193  NAD 27      -  32 54 42.45000(N)    081 51 07.28400(W) AD(       ) 1
 CK4193  NGVD 29 (05/08/96)  109.4    (m)          359.     (f) VERT ANG       
 CK4193
 CK4193.Superseded values are not recommended for survey control.
 CK4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4193.See file dsdata.txt to determine how the superseded data were derived.
 CK4193
 CK4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2034241848(NAD 83)
 CK4193_MARKER: DS = TRIANGULATION STATION DISK
 CK4193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4193_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CK4193
 CK4193  HISTORY     - Date     Condition        Report By
 CK4193  HISTORY     - 1935     MONUMENTED       CGS
 CK4193  HISTORY     - 1954     GOOD             CGS
 CK4193  HISTORY     - 19741001 MARK NOT FOUND   USGS
 CK4193  HISTORY     - 1976     GOOD             NGS
 CK4193  HISTORY     - 1980     GOOD             GADT
 CK4193  HISTORY     - 1981     GOOD             GADT
 CK4193
 CK4193                          STATION DESCRIPTION
 CK4193
 CK4193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CK4193'ABOUT 9 MILES NORTHEAST OF MILLEN, 6 MILES EAST OF PERKINS, ON HIGH
 CK4193'CULTIVATED GROUND ON MILLEN-SARDIS ROAD, ON PROPERTY BELONGING TO
 CK4193'BRINSON ESTATE, 0.35 MILE NORTHEAST OF CROSS ROAD, 160 YARDS SOUTH
 CK4193'OF CENTER LINE OF ROAD, 160 PACES SOUTHEAST OF NORTH CORNER OF
 CK4193'FIELD, 117 PACES SOUTHEAST OF 10-INCH DEAD TREE AND 68 PACES EAST
 CK4193'OF 8-INCH TWIN OAK AT NORTH END OF WOODS.  TO REACH FROM MILLEN, GO
 CK4193'EAST ON STREET ON SOUTH SIDE OF COURTHOUSE FOR ONE BLOCK AND TURN
 CK4193'LEFT.  CONTINUE AHEAD FOR 6.8 MILES AND TAKE EXTREME RIGHT FORK
 CK4193'FOR 3.5 MILES (OR 0.4 MILE AFTER PASSING CROSS ROAD) TO FIELD AND
 CK4193'STATION ON LEFT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 CK4193'IN CONCRETE.  UPPER MARK IS 1 FOOT UNDERGROUND.
 CK4193'REFERENCE MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CK4193'REFERENCE MARK NO. 1 IS ON WEST EDGE OF FIELD AND 204.9 FEET WEST
 CK4193'OF STATION S 64 DEG 51 MIN W.  NO. 2 IS ON EAST EDGE OF WOODS
 CK4193'AND 295.4 FEET NORTHWEST OF STATION N 55 DEG 06 MIN W.
 CK4193'PRIMARY TRAVERSE 122 (U.S.G.S.) (SEE DESCRIPTION THEREOF) (AZIMUTH
 CK4193'MARK) IS 0.35 MILE SOUTH-SOUTHWEST OF STATION S 32 DEG 35 MIN W.
 CK4193
 CK4193                          STATION RECOVERY (1954)
 CK4193
 CK4193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CK4193'RECOVERED ALL MARKS ESSENTIALLY AS DESCRIBED, EXCEPT THAT NO
 CK4193'EVIDENCE WAS FOUND OF THE AZIMUTH MARK.
 CK4193'
 CK4193'BRINSON 1935, SO STAMPED, UPPER MARK 12 IN. UNDER
 CK4193'GROUND, IS ABOUT 9 MI. NE OF MILLEN, ABOUT 6 MI. E OF PERKINS, 0.1
 CK4193'MI. NW OF GEORGIA HIGHWAY 23 (THE MAIN MILLEN-SARDIS ROAD), ON TOP
 CK4193'OF THE HIGHEST HILL IN THE VICINITY, 80 FT. NW OF THE NW EDGE OF A
 CK4193'LARGE BORROW PIT EXCAVATION, 45 FT. N OF THE CENTER OF AN OLD WOODS
 CK4193'ROAD, AND 42 FT. W OF THE CENTER OF ANOTHER DIMMER ONE.
 CK4193'
 CK4193'BRINSON NO 1 1935, SO STAMPED, PROJECTING 8 IN., IS 204.9
 CK4193'FT. S 64 DEG 51 MIN W FROM THE STATION, IN THE NW
 CK4193'CORNER OF A FIELD, 76 FT. S OF THE CENTER OF A WOODS ROAD, AND 10 FT.
 CK4193'SW OF A 10-IN. PINE TREE.
 CK4193'
 CK4193'BRINSON NO 2 1935, SO STAMPED, PROJECTING 4 IN., IS 295.4
 CK4193'FT. N 55 DEG 06 MIN W FROM THE STATION, ON THE E EDGE OF A
 CK4193'NARROW STRIP OF PREDOMINANTLY OAK WOODS, 35 FT.  N-NE OF TRIPLET
 CK4193'OAK TREES, 7 FT. S OF TWIN 7-IN. OAK TREES, AND 4 FT. E OF THE
 CK4193'LINE JOINING THE TWINS AND TRIPLETS.
 CK4193'
 CK4193'AZIMUTH MARK IS PRIMARY TRAVERSE STATION 122 (U.S.G.S.) ORIGINALLY
 CK4193'DESCRIBED AS 0.35 MI. S 32 DEG 35 MIN W FROM
 CK4193'THE STATION, 24 FT. S OF THE CENTERLINE OF ONE ROAD, AND 18 FT. NW
 CK4193'OF THAT OF ANOTHER.  NO EVIDENCE WAS FOUND OF THIS MARK.
 CK4193'
 CK4193'TO REACH FROM ONE BLOCK E OF THE COURTHOUSE IN MILLEN, GO N ON
 CK4193'MASONIC STREET FOR 0.45 MI. AND CURVE RIGHT KEEPING HIGHWAY 23,
 CK4193'THENCE NE FOR 6.6 MI. AND BEAR RIGHT AGAIN KEEPING THE HIGHWAY,
 CK4193'THENCE NE FOR 2.4 MI. TO THE TOP OF THE ROAD GRADE AND TURN LEFT
 CK4193'ONTO THE FIELD ROAD, THENCE NW TO THE TOP OF THE HILL AND THE
 CK4193'STATION.
 CK4193
 CK4193                          STATION RECOVERY (1974)
 CK4193
 CK4193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WHO)
 CK4193'MARK NOT FOUND.
 CK4193
 CK4193                          STATION RECOVERY (1976)
 CK4193
 CK4193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CK4193'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 CK4193'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED IN CORN FIELD,
 CK4193'DUE TO BEING HIT WITH FARM MACHINERY.  THE DISTANCE TO REFERENCE
 CK4193'MARK 2 CHECKED ORIGINAL DESCRIPTION.  REFERENCE MARK 3 WAS
 CK4193'ESTABLISHED AT THIS TIME.  THE LAND OWNER WAS NOT LOCATED AT THIS
 CK4193'TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4193'
 CK4193'STATION IS ABOUT 9 MILES NORTHEAST OF MILLEN AND IN SCATTERED PINE
 CK4193'TREES ON HIGHEST HILL IN VICINITY.
 CK4193'
 CK4193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 (WINTHROPE
 CK4193'AVENUE) AND STATE HIGHWAY 23 (MASONIC STREET) THAT IS 1 BLOCK EAST
 CK4193'OF THE COURT HOUSE IN MILLEN, GO NORTH AND NORTHEAST ON STATE
 CK4193'HIGHWAY 23 FOR 6.9 MILES TO A ROAD FORK, AND WHERE COUNTY ROAD 9
 CK4193'BEARS LEFT AND STATE HIGHWAY 23 TO RIGHT.  KEEP RIGHT ON STATE
 CK4193'HIGHWAY 23 FOR 2.25 MILES TO A DIAGONAL CROSSROAD.  CONTINUE
 CK4193'NORTHEAST ON STATE HIGHWAY 23 FOR 0.3 MILE TO TOP OF HILL.  TURN
 CK4193'LEFT AND GO NORTHWEST ALONG THE NORTH SIDE OF WIRE FENCE AND
 CK4193'SOUTH SIDE OF BORROW PIT FOR 0.05 MILE TO STATION.
 CK4193'
 CK4193'REFERENCE MARK 2, A STANDARD DISK STAMPED BRINSON NO 2 1935, IS SET
 CK4193'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 2-INCHES
 CK4193'ABOVE THE GROUND SURFACE.  IT IS 22 FEET SOUTHWEST OF A WIRE
 CK4193'FENCE, 15 FEET NORTH-NORTHEAST OF A 13-INCH PINE TREE AND 1 FOOT
 CK4193'SOUTHEAST OF A METAL WITNESS POST.
 CK4193'
 CK4193'REFERENCE MARK 3, A STANDARD DISK STAMPED BRINSON 1935 NO 3 1976,
 CK4193'IS SET IN THE TOP OF A 16-INCH ROUND CONCRETE MONUMENT THAT
 CK4193'PROJECTS 2-INCH ABOVE THE GROUND SURFACE.  IT IS 18.5 FEET
 CK4193'NORTHEAST OF A TRIANGLE BLAZED 24-INCH PINE TREE, 8 FEET NORTHWEST
 CK4193'OF A 15-INCH PINE TREE IN FENCE LINE AND 1 FOOT WEST-NORTHWEST OF
 CK4193'METAL WITNESS POST IN FENCE LINE.
 CK4193'
 CK4193'STATION MARK, A STANDARD DISK STAMPED BRINSON 1935, IS SET IN THE
 CK4193'TOP OF A 15-INCH ROUND CONCRETE MONUMENT THAT IS 12-INCHES BELOW
 CK4193'THE GROUND SURFACE.  IT IS 125 FEET WEST OF THE NORTHWEST EDGE OF
 CK4193'THE LARGE BORROW PIT EXCAVATION, 50 FEET NORTHEAST OF THE WIRE
 CK4193'FENCE, 8 FEET SOUTHWEST OF A 15-INCH TRIANGLE BLAZED PINE TREE, 2.4
 CK4193'FEET SOUTHWEST OF A METAL WITNESS POST AND ON HIGHEST PART OF
 CK4193'HILL.  THE UNDERGROUND STATION MARK IS A DISK SET IN AN
 CK4193'IRREGULAR MASS OF CONCRETE.
 CK4193'
 CK4193'NOTICE--STATION MARK CAN BE FOUND WITH A METAL DETECTOR.
 CK4193'
 CK4193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST
 CK4193'OF PERKINS.
 CK4193
 CK4193                          STATION RECOVERY (1980)
 CK4193
 CK4193'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 CK4193'THE STATION MARK, REFERENCE MARK 2, AND REFERENCE MARK 3 WERE
 CK4193'RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET.  THE
 CK4193'DISTANCE AND DIRECTIONS TO REFERENCE MARKS 2 AND 3 CHECKED
 CK4193'THE 1976 DATA.  A NEW DESCRIPTION FOLLOWS.
 CK4193'THE STATION IS LOCATED ABOUT 25 KM (15-1/2 MI) SOUTHEAST OF
 CK4193'WAYNESBORO, 18.9 KM (11-3/4 MI) SOUTHWEST OF GIRARD, AND
 CK4193'33.5 KM (20-3/4 MI) EAST-SOUTHEAST OF VIDETTE ON PROPERTY
 CK4193'LEASED BY ELBERT BURKE, TELEPHONE 912-982-5413.
 CK4193'OWNERSHIP--ZEMMER D. CARTER, ATTENTION CLIFFORD CARTER,
 CK4193'545 SOUTH STREET, APT AA1, PEEKSKILL, NEW YORK 10566.
 CK4193'
 CK4193'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4193'ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR 11 KM
 CK4193'(6.85 MI) TO THE JUNCTION OF A DIM WOODS ROAD TO THE RIGHT.
 CK4193'(TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE GOING
 CK4193'SOUTHWEST ALONG STATE ROUTE 23 FOR 0.4 KM (0.25 MI) TO THE MARK
 CK4193'ON THE RIGHT.)  TURN RIGHT GOING NORTHWEST ALONG THE WOODS ROAD
 CK4193'FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 CK4193'
 CK4193'THE STATION IS A STANDARD CGS DISK
 CK4193'STAMPED---BRINSON 1935---,
 CK4193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4193'RECESSED 31. CM BELOW THE GROUND.  IT IS LOCATED
 CK4193'6.70 METERS (22.00 FT) NORTHEAST FROM THE CENTERLINE OF THE WOODS
 CK4193'ROAD,
 CK4193'15.39 METERS (50.50 FT) NORTHEAST FROM A FENCELINE,
 CK4193'10.05 METERS (33.00 FT) NORTH-NORTHEAST FROM A 19 INCH PINE TREE,
 CK4193'2.28 METERS (7.500 FT) WEST-SOUTHWEST FROM A 15 INCH PINE TREE,
 CK4193'AND
 CK4193'0.76 METER (2.500 FT) WEST FROM A WITNESS POST.
 CK4193'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CK4193'STAMPED---BRINSON 1935---,
 CK4193'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK4193'
 CK4193'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 CK4193'STAMPED---BRINSON NO 2 1935---,
 CK4193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4193'PROJECTING 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK4193'6.70 METERS (22.00 FT) SOUTHWEST FROM THE FENCELINE,
 CK4193'4.08 METERS (13.40 FT) SOUTH-SOUTHWEST FROM A 18 INCH PINE TREE,
 CK4193'1.67 METERS (5.500 FT) NORTH-NORTHWEST FROM A 9 INCH PINE TREE,
 CK4193'AND
 CK4193'0.24 METER (0.800 FT) SOUTH FROM A WITNESS POST.
 CK4193'MARK IS LEVEL WITH STATION.
 CK4193'
 CK4193'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CK4193'STAMPED---BRINSON 1935 NO 3 1976---,
 CK4193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4193'FLUSH WITH GROUND.  IT IS LOCATED
 CK4193'6.70 METERS (22.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE DIM
 CK4193'TRACK ROAD,
 CK4193'2.60 METERS (8.500 FT) NORTH-NORTHEAST FROM ANOTHER 15 INCH PINE
 CK4193'TREE,
 CK4193'0.27 METER (0.900 FT) SOUTHWEST FROM THE FENCELINE, AND
 CK4193'0.21 METER (0.700 FT) NORTHWEST FROM A WITNESS POST.
 CK4193'MARK IS LEVEL WITH STATION.
 CK4193'
 CK4193'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CK4193'STAMPED---BRINSON 1935 1980---,
 CK4193'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4193'FLUSH WITH GROUND.  IT IS LOCATED
 CK4193'14.93 METERS (49.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK4193'ROUTE 23,
 CK4193'0.79 METER (2.600 FT) EAST FROM A POWER POLE,
 CK4193'0.70 METER (2.300 FT) SOUTHEAST FROM A FENCELINE, AND
 CK4193'0.54 METER (1.800 FT) SOUTH FROM A WITNESS POST.
 CK4193'
 CK4193'NO DISTANCE MEASURED BETWEEN REFERENCE MARKS.
 CK4193'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CK4193'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAPS BURKE
 CK4193'COUNTY GA. 1975.  REVISED NOVEMBER 1975 AND JENKINS COUNTY GA.
 CK4193'1975.  REVISED JUNE 1975.
 CK4193
 CK4193                          STATION RECOVERY (1981)
 CK4193
 CK4193'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK4193'THE STATION AND ALL MARKS FOUND AS DESCRIBED IN PROJECT G16425.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3274 ***********************************************************************
 BE3274  DESIGNATION -  BRINSON
 BE3274  PID         -  BE3274
 BE3274  STATE/COUNTY-  GA/GRADY
 BE3274  USGS QUAD   -  RENO (1974)
 BE3274
 BE3274                         *CURRENT SURVEY CONTROL
 BE3274  ___________________________________________________________________
 BE3274* NAD 83(1994)-  30 49 55.52657(N)    084 19 09.49640(W)     ADJUSTED  
 BE3274* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 BE3274  ___________________________________________________________________
 BE3274  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BE3274  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3274
 BE3274  HORZ ORDER  -  FIRST
 BE3274
 BE3274.The horizontal coordinates were established by classical geodetic methods
 BE3274.and adjusted by the National Geodetic Survey in September 1997..
 BE3274
 BE3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3274
 BE3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3274
 BE3274.The geoid height was determined by GEOID03.
 BE3274
 BE3274;                    North         East     Units Scale Factor Converg.
 BE3274;SPC GA W     -    92,245.899   685,398.403   MT  0.99990263   -0 04 41.6
 BE3274;SPC GA W     -   302,643.42  2,248,677.93   sFT  0.99990263   -0 04 41.6
 BE3274;SPC FL N     -   203,102.982   617,287.611   MT  1.00001557   +0 05 26.9
 BE3274;SPC FL N     -   666,347.03  2,025,217.77   sFT  1.00001557   +0 05 26.9
 BE3274;UTM  16      - 3,414,069.266   756,407.474   MT  1.00041108   +1 22 28.8
 BE3274
 BE3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3274!SPC GA W     -   0.99998924  x   0.99990263  =   0.99989188
 BE3274!SPC FL N     -   0.99998924  x   1.00001557  =   1.00000481
 BE3274!UTM  16      -   0.99998924  x   1.00041108  =   1.00040032
 BE3274
 BE3274:                Primary Azimuth Mark                     Grid Az
 BE3274:SPC GA W     -  BRINSON RM 5                             021 08 42.3
 BE3274:SPC FL N     -  BRINSON RM 5                             020 58 33.8
 BE3274:UTM  16      -  BRINSON RM 5                             019 41 31.9
 BE3274
 BE3274|---------------------------------------------------------------------|
 BE3274| PID    Reference Object                     Distance      Geod. Az  |
 BE3274|                                                           dddmmss.s |
 BE3274| CW1866 BRINSON RM 5                                       0210400.7 |
 BE3274| CW1864 BRINSON RM 3                         34.909 METERS 04934     |
 BE3274| BE3211 CAIRO S MUN TANK                    APPROX.11.5 KM 0640129.2 |
 BE3274| BE3210 CAIRO CO CTHSE DOME                 APPROX.11.9 KM 0641313.9 |
 BE3274| CW1862 BRINSON RM 1                         47.393 METERS 08000     |
 BE3274| BE3280 RENO LOT                            APPROX. 6.8 KM 1363238.6 |
 BE3274| CW1865 BRINSON RM 4                         20.806 METERS 14725     |
 BE3274| BE3247 ATTAPULGUS AM SUMATRA RED TANK      APPROX.15.8 KM 2230328.5 |
 BE3274| BE3294 CLIMAX GA LIGHT AND POWER TANK      APPROX.11.6 KM 2944200.0 |
 BE3274| CW1861 BRINSON AZ MK                                      3095828.8 |
 BE3274| BE3275 WHIGHAM ATT MICROWAVE               APPROX. 6.1 KM 3123423.1 |
 BE3274| BE3297 CLIMAX LOT                          APPROX.10.1 KM 3162411.6 |
 BE3274| CW1863 BRINSON RM 2                         34.043 METERS 32221     |
 BE3274|---------------------------------------------------------------------|
 BE3274
 BE3274                          SUPERSEDED SURVEY CONTROL
 BE3274
 BE3274  NAD 83(1986)-  30 49 55.53403(N)    084 19 09.50166(W) AD(       ) 1
 BE3274  NAD 27      -  30 49 54.84300(N)    084 19 09.84100(W) AD(       ) 1
 BE3274  NGVD 29 (07/19/86)   96.3    (m)          316.     (f) VERT ANG       
 BE3274
 BE3274.Superseded values are not recommended for survey control.
 BE3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3274.See file dsdata.txt to determine how the superseded data were derived.
 BE3274
 BE3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5640714069(NAD 83)
 BE3274_MARKER: DS = TRIANGULATION STATION DISK
 BE3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3274
 BE3274  HISTORY     - Date     Condition        Report By
 BE3274  HISTORY     - 1933     MONUMENTED       CGS
 BE3274  HISTORY     - 1973     GOOD             NGS
 BE3274  HISTORY     - 1974     GOOD             USGS
 BE3274
 BE3274                          STATION DESCRIPTION
 BE3274
 BE3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 BE3274'THIS STATION IS ABOUT 3.5 MILES S OF WHIGHAM, GEORGIA, 5.1 MILES N OF
 BE3274'CALVARY AND ON THE PROPERTY OF H.W. BRINSON.  THE MARK IS IN THE SW
 BE3274'ANGLE OF A ROAD INTERSECTION, 49 FEET S OF THE CENTER LINE OF THE
 BE3274'CAROBAINBRIDGE ROAD, 90 FEET W OF THE CENTER LINE OF THE
 BE3274'CALVARY-WHIGHAM ROAD, 80 FEET W OF THE SIGN POSTS AT THE
 BE3274'INTERSECTION, 150 FEET W OF THE NW CORNER OF THE BRINSON FARMHOUSE
 BE3274'AND 23 FEET E OF THE GARDEN FENCE LINE.  THE MARK PROJECTS 4
 BE3274'INCHES ABOVE THE GROUND.
 BE3274'
 BE3274'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BE3274'BRONZE DISKS SET IN CONCRETE.
 BE3274'
 BE3274'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN THE NE ANGLE OF THE
 BE3274'ROAD INTERSECTION, AT THE EDGE OF A CULTIVATED FIELD, 21 FEET N OF
 BE3274'THE CARO-BAINBRIDGE ROAD, 1 FOOT N OF THE E-W FENCE LINE, 18 FEET E
 BE3274'OF THE FENCE CORNER, ABOUT 75 FEET W OF THE CENTER OF THE BRINSON
 BE3274'HOUSE AND PROJECTS 5 INCHES ABOVE THE GROUND.
 BE3274'
 BE3274'REFERENCE MARK NO. 2 IS NW OF THE STATION, AT THE S EDGE OF A
 BE3274'CULTIVATED FIELD, ON THE FENCE LINE AND PROJECTS 6 INCHES ABOVE
 BE3274'THE GROUND.
 BE3274'
 BE3274'THE AZIMUTH MARK IS ABOUT 0.5 MILE W OF THE STATION, AT THE EDGE
 BE3274'OF A CULTIVATED FIELD, 16 FEET N OF THE CENTER LINE OF THE
 BE3274'CARO-BAINBRIDGE ROAD, 37 PACES NE OF THE NE CORNER OF THE FARMHOUSE
 BE3274'OWNED BY A.S. CURRY, AND PROJECTS 7 INCHES ABOVE THE GROUND.
 BE3274'
 BE3274'STATION REACHED FROM CALVARY BY THE CALVARY-WHIGHAM ROAD 5.1 MILES
 BE3274'N TO THE INTERSECTION MENTIONED ABOVE.  TO REACH FROM WHIGHAM GO SE
 BE3274'ON CLAY ROAD 1.3 MILES TO FORKS.  THENCE 2.7 MILES ON THE CALVARY
 BE3274'ROAD TO THE STATION.
 BE3274'
 BE3274'A 116-FOOT TOWER WAS ERECTED.
 BE3274
 BE3274                          STATION RECOVERY (1973)
 BE3274
 BE3274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BE3274'THE STATION MARK WAS RECOVERED.  REFERENCE MARKS 1, 2 AND THE
 BE3274'AZIMUTH MARK WERE SEARCHED FOR AND COULD NOT BE FOUND.  REFERENCE
 BE3274'MARKS 3, 4 AND 5 WERE ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 BE3274'
 BE3274'THE STATION IS ABOUT 6-1/2 MILES WEST AND 3-1/2 MILES SOUTH OF
 BE3274'CAIRO, 5 MILES NORTH AND 2 MILES WEST OF RENO, 3-1/2 MILES SOUTH OF
 BE3274'WHIGHAM AND ON PROPERTY OWNED BY S. T. HARRISON, WHO LIVES ACROSS
 BE3274'HIGHWAY, EAST OF STATION.
 BE3274'
 BE3274'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 84 AND STATE
 BE3274'HIGHWAY 179, 1 BLOCK EAST OF THE POST OFFICE IN WHIGHAM, GO SOUTH ON
 BE3274'STATE HIGHWAY 179 FOR 1.8 MILES TO THE JUNCTION WITH COUNTY ROAD
 BE3274'73.  CONTINUE SOUTH ON HIGHWAY 179 FOR 1.4 MILES TO REFERENCE MARK 5
 BE3274'ON THE LEFT.  CONTINUE SOUTH AND SOUTH-SOUTHWEST ON HIGHWAY 179
 BE3274'FOR 0.65 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 BE3274'ANGLE OF THE ROADS.
 BE3274'
 BE3274'STATION MARK IS A STANDARD DISK, STAMPED BRINSON 1933, SET IN THE
 BE3274'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BE3274'GROUND.  IT IS 96.0 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 BE3274'179, 54.4 FEET WEST OF A POWER LINE POLE, 47.0 FEET SOUTHWEST OF
 BE3274'THE CENTER OF COUNTY ROAD 97 AND 22.5 FEET SOUTHEAST OF A LARGE OAK
 BE3274'TREE.
 BE3274'
 BE3274'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRINSON 1933 NO 3
 BE3274'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BE3274'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 48.5 FEET NORTHEAST
 BE3274'OF THE CENTER OF COUNTY ROAD 97, 40.0 FEET NORTHWEST OF THE CENTER
 BE3274'OF HIGHWAY 179, 1.0 FOOT SOUTHEAST OF A FENCE AND ABOUT THE
 BE3274'SAME ELEVATION AS THE STATION.
 BE3274'
 BE3274'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BRINSON 1933 NO 4
 BE3274'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BE3274'THAT IS FLUSH WITH THE GROUND.  IT IS 93.0 FEET SOUTHWEST OF THE
 BE3274'CENTER OF COUNTY ROAD 97, 63.0 FEET SOUTHWEST OF THE POWER LINE
 BE3274'POLE, 40.0 FEET NORTHWEST OF THE CENTER OF HIGHWAY 179, 25.4 FEET
 BE3274'NORTHEAST OF THE NORTH END OF A FENCE AND ABOUT THE SAME
 BE3274'ELEVATION AS THE STATION.
 BE3274'
 BE3274'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED BRINSON 1933 NO 5
 BE3274'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BE3274'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 39.5 FEET EAST OF
 BE3274'THE CENTER OF STATE HIGHWAY 179, 3.0 FEET SOUTHWEST OF A WITNESS
 BE3274'POST AND 1.0 FOOT WEST OF A FENCE.  THIS MARK WILL SERVE AS THE
 BE3274'AZIMUTH MARK.
 BE3274'
 BE3274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 BE3274'SOUTH OF WHIGHAM.
 BE3274'
 BE3274'HEIGHT OF LIGHT ABOVE STATION MARK 113.8 FEET.
 BE3274
 BE3274                          STATION RECOVERY (1974)
 BE3274
 BE3274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BE3274'(USGS, 1974) BRINSON RM 1 FOUND LYING IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4210 ***********************************************************************
 CK4210  DESIGNATION -  BRINSON AZ MK
 CK4210  PID         -  CK4210
 CK4210  STATE/COUNTY-  GA/JENKINS
 CK4210  USGS QUAD   -  SARDIS (1978)
 CK4210
 CK4210                         *CURRENT SURVEY CONTROL
 CK4210  ___________________________________________________________________
 CK4210* NAD 83(1994)-  32 54 32.49786(N)    081 51 12.69441(W)     ADJUSTED  
 CK4210* NAVD 88     -       100.2    (meters)     329.     (feet)  VERTCON   
 CK4210  ___________________________________________________________________
 CK4210  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK4210  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CK4210
 CK4210  HORZ ORDER  -  SECOND
 CK4210
 CK4210.The horizontal coordinates were established by classical geodetic methods
 CK4210.and adjusted by the National Geodetic Survey in September 1997..
 CK4210
 CK4210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4210
 CK4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4210
 CK4210.The geoid height was determined by GEOID03.
 CK4210
 CK4210;                    North         East     Units Scale Factor Converg.
 CK4210;SPC GA E     -   322,556.661   229,291.107   MT  0.99991058   +0 10 12.5
 CK4210;SPC GA E     - 1,058,254.65    752,265.91   sFT  0.99991058   +0 10 12.5
 CK4210;UTM  17      - 3,641,524.774   420,184.192   MT  0.99967855   -0 27 49.5
 CK4210
 CK4210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4210!SPC GA E     -   0.99998900  x   0.99991058  =   0.99989958
 CK4210!UTM  17      -   0.99998900  x   0.99967855  =   0.99966756
 CK4210
 CK4210                          SUPERSEDED SURVEY CONTROL
 CK4210
 CK4210  NAD 83(1986)-  32 54 32.50076(N)    081 51 12.68893(W) AD(       ) 2
 CK4210  NAD 27      -  32 54 31.92557(N)    081 51 13.27426(W) AD(       ) 2
 CK4210  NGVD 29 (07/19/86)  100.4    (m)          329.     (f) VERT ANG       
 CK4210
 CK4210.Superseded values are not recommended for survey control.
 CK4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4210.See file dsdata.txt to determine how the superseded data were derived.
 CK4210
 CK4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2018441525(NAD 83)
 CK4210_MARKER: DZ = AZIMUTH MARK DISK
 CK4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4210
 CK4210  HISTORY     - Date     Condition        Report By
 CK4210  HISTORY     - 1980     MONUMENTED       GADT
 CK4210
 CK4210                          STATION DESCRIPTION
 CK4210
 CK4210'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 CK4210'THE STATION IS LOCATED ABOUT 22 KM (13-3/4 MI) NORTH OF SCARBORO,
 CK4210'14.25 KM (9 MI) NORTHEAST OF MILLEN, AND 19 KM (11-3/4 MI)
 CK4210'SOUTHWEST OF GIRARD.
 CK4210'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4210'
 CK4210'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 CK4210'STATE ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23
 CK4210'FOR 11.4 KM (7.1 MI) TO THE STATION ON THE RIGHT.
 CK4210'
 CK4210'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CK4210'STAMPED---BRINSON 1935 1980---,
 CK4210'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4210'FLUSH WITH GROUND.  IT IS LOCATED
 CK4210'14.93 METERS (49.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK4210'ROUTE 23,
 CK4210'0.79 METER (2.600 FT) EAST FROM A POWER POLE,
 CK4210'0.70 METER (2.300 FT) SOUTHEAST FROM A FENCELINE, AND
 CK4210'0.54 METER (1.800 FT) SOUTH FROM A WITNESS POST.
 CK4210'
 CK4210'COUNTY ROAD NUMBERS OBTAINE FROM--GENERAL HIGHWAY MAPS BURKE
 CK4210'COUNTY GA. 1975.  REVISED NOVEMBER 1975 AND JENKINS COUNTY GA.
 CK4210'1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3492 ***********************************************************************
 BE3492  DESIGNATION -  BRINSON ST GAME AND FISH MA
 BE3492  PID         -  BE3492
 BE3492  STATE/COUNTY-  GA/DECATUR
 BE3492  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE3492
 BE3492                         *CURRENT SURVEY CONTROL
 BE3492  ___________________________________________________________________
 BE3492* NAD 83(1994)-  30 52 13.17970(N)    084 45 44.34424(W)     ADJUSTED  
 BE3492* NAVD 88     -                                                        
 BE3492  ___________________________________________________________________
 BE3492  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BE3492  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BE3492
 BE3492  HORZ ORDER  -  THIRD
 BE3492
 BE3492.The horizontal coordinates were established by classical geodetic methods
 BE3492.and adjusted by the National Geodetic Survey in September 1997..
 BE3492
 BE3492
 BE3492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3492
 BE3492.The geoid height was determined by GEOID03.
 BE3492
 BE3492;                    North         East     Units Scale Factor Converg.
 BE3492;SPC GA W     -    96,626.641   643,041.148   MT  0.99994001   -0 18 20.3
 BE3492;SPC GA W     -   317,015.90  2,109,710.83   sFT  0.99994001   -0 18 20.3
 BE3492;SPC FL N     -   207,357.441   574,913.124   MT  1.00002353   -0 07 54.6
 BE3492;SPC FL N     -   680,305.20  1,886,194.14   sFT  1.00002353   -0 07 54.6
 BE3492;UTM  16      - 3,417,375.349   713,937.164   MT  1.00016462   +1 08 54.9
 BE3492
 BE3492                          SUPERSEDED SURVEY CONTROL
 BE3492
 BE3492  NAD 83(1994)-  30 52 13.18538(N)    084 45 44.34994(W) AD(       ) 4
 BE3492  NAD 83(1986)-  30 52 13.18682(N)    084 45 44.35012(W) AD(       ) 4
 BE3492  NAD 27      -  30 52 12.50864(N)    084 45 44.63929(W) AD(       ) 3
 BE3492
 BE3492.Superseded values are not recommended for survey control.
 BE3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3492.See file dsdata.txt to determine how the superseded data were derived.
 BE3492
 BE3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1393717375(NAD 83)
 BE3492_MARKER: 42 = RADIO/TV MAST
 BE3492
 BE3492  HISTORY     - Date     Condition        Report By
 BE3492  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3492
 BE3492                          STATION DESCRIPTION
 BE3492
 BE3492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3492'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE BRINSON
 BE3492'GEORGIA GAME AND FISH COMMISSION RADIO KBD 331 MAST.  THE MAST
 BE3492'IS OWNED BY THE GEORGIA STATE GAME AND FISH COMMISSION.  IT IS A
 BE3492'TRUSS-WORK STEEL, GUYED, MAST WITH A RED FLASHING LIGHT AT THE
 BE3492'TOP.  THE MAST IS PAINTED ALTERNATELY RED AND WHITE AND IS
 BE3492'200 FEET HIGH.
 BE3492'
 BE3492'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE VILLAGE OF
 BE3492'REYNOLDSVILLE, AT THE SEMINOLE-DECATUR COUNTY LINE, 400 FEET
 BE3492'NORTH OF STATE HIGHWAY 253 AND 95 FEET WEST OF OLD POWER HOUSE
 BE3492'BUILDING ON WEST BANK OF SPRING CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2263 ***********************************************************************
 BC2263  DESIGNATION -  BRITT
 BC2263  PID         -  BC2263
 BC2263  STATE/COUNTY-  GA/CAMDEN
 BC2263  USGS QUAD   -  KINGSLAND NE (1993)
 BC2263
 BC2263                         *CURRENT SURVEY CONTROL
 BC2263  ___________________________________________________________________
 BC2263* NAD 83(1994)-  30 58 58.48574(N)    081 36 48.91590(W)     ADJUSTED  
 BC2263* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2263  ___________________________________________________________________
 BC2263  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BC2263  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC2263
 BC2263  HORZ ORDER  -  THIRD
 BC2263
 BC2263.The horizontal coordinates were established by classical geodetic methods
 BC2263.and adjusted by the National Geodetic Survey in September 1997..
 BC2263
 BC2263.The orthometric height was scaled from a topographic map.
 BC2263
 BC2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2263
 BC2263.The geoid height was determined by GEOID03.
 BC2263
 BC2263;                    North         East     Units Scale Factor Converg.
 BC2263;SPC GA E     -   109,086.827   252,825.916   MT  0.99993441   +0 17 05.0
 BC2263;SPC GA E     -   357,895.70    829,479.69   sFT  0.99993441   +0 17 05.0
 BC2263;UTM  17      - 3,427,869.732   441,412.222   MT  0.99964234   -0 18 57.1
 BC2263
 BC2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2263!SPC GA E     -   1.00000453  x   0.99993441  =   0.99993894
 BC2263!UTM  17      -   1.00000453  x   0.99964234  =   0.99964687
 BC2263
 BC2263:                Primary Azimuth Mark                     Grid Az
 BC2263:SPC GA E     -  BUTLER                                   175 42 02.7
 BC2263:UTM  17      -  BUTLER                                   176 18 04.8
 BC2263
 BC2263|---------------------------------------------------------------------|
 BC2263| PID    Reference Object                     Distance      Geod. Az  |
 BC2263|                                                           dddmmss.s |
 BC2263| BC2264 BUTLER                              APPROX. 1.5 KM 1755907.7 |
 BC2263| CW4682 BRITT RM 1                           17.658 METERS 18556     |
 BC2263| CW4683 BRITT RM 2                           16.934 METERS 25709     |
 BC2263|---------------------------------------------------------------------|
 BC2263
 BC2263                          SUPERSEDED SURVEY CONTROL
 BC2263
 BC2263  NAD 83(1994)-  30 58 58.49477(N)    081 36 48.91904(W) AD(       ) 3
 BC2263  NAD 83(1986)-  30 58 58.49607(N)    081 36 48.91968(W) AD(       ) 3
 BC2263  NAD 27      -  30 58 57.65500(N)    081 36 49.55000(W) AD(       ) 3
 BC2263
 BC2263.Superseded values are not recommended for survey control.
 BC2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2263.See file dsdata.txt to determine how the superseded data were derived.
 BC2263
 BC2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4141227870(NAD 83)
 BC2263_MARKER: DS = TRIANGULATION STATION DISK
 BC2263_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2263_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2263
 BC2263  HISTORY     - Date     Condition        Report By
 BC2263  HISTORY     - 1934     MONUMENTED       CGS
 BC2263  HISTORY     - 1954     MARK NOT FOUND   CGS
 BC2263
 BC2263                          STATION DESCRIPTION
 BC2263
 BC2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2263'ON THE W BANK OF THE SATILLA RIVER, WHERE THE RIVER FLOWS S
 BC2263'ABOUT 1.7 MILES W OF THE MOUTH OF SPARKSMAN CREEK.  THIS
 BC2263'STATION IS ABOUT 20 M. FROM HIGH WATER AND ABOUT 50 M. S OF
 BC2263'THE LINE OF TANGENCY OF THE TWO POINTS OF RIVER BANK TO THE
 BC2263'EASTWARD AND ABOUT 10 M. S OF VERY SHALLOW CREEK.
 BC2263'
 BC2263'ALL MARKS PROJECT 6 IN ABOVE GROUND.
 BC2263
 BC2263                          STATION RECOVERY (1954)
 BC2263
 BC2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2263'THE STATION WAS NOT RECOVERED AFTER A THREE-HOUR SEARCH BY
 BC2263'TWO MEN.  IT PROBABLY STILL IS IN PLACE BUT COVERED BY SILT.
 BC2263'THE PUBLISHED DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0731 ***********************************************************************
 CL0731  DESIGNATION -  BRIT=V 17
 CL0731  PID         -  CL0731
 CL0731  STATE/COUNTY-  GA/BLECKLEY
 CL0731  USGS QUAD   -  WESTLAKE (1974)
 CL0731
 CL0731                         *CURRENT SURVEY CONTROL
 CL0731  ___________________________________________________________________
 CL0731* NAD 83(1994)-  32 25 59.38767(N)    083 23 59.80167(W)     ADJUSTED  
 CL0731* NAVD 88     -        86.102  (meters)     282.49   (feet)  ADJUSTED  
 CL0731  ___________________________________________________________________
 CL0731  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL0731  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CL0731  DYNAMIC HT  -          86.004 (meters)     282.16  (feet)  COMP
 CL0731  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CL0731
 CL0731  HORZ ORDER  -  FIRST
 CL0731  VERT ORDER  -  FIRST     CLASS II
 CL0731
 CL0731.The horizontal coordinates were established by classical geodetic methods
 CL0731.and adjusted by the National Geodetic Survey in September 1997..
 CL0731
 CL0731.The orthometric height was determined by differential leveling
 CL0731.and adjusted by the National Geodetic Survey in June 1991..
 CL0731
 CL0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0731
 CL0731.The geoid height was determined by GEOID03.
 CL0731
 CL0731.The dynamic height is computed by dividing the NAVD 88
 CL0731.geopotential number by the normal gravity value computed on the
 CL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0731.degrees latitude (g = 980.6199 gals.).
 CL0731
 CL0731.The modeled gravity was interpolated from observed gravity values.
 CL0731
 CL0731;                    North         East     Units Scale Factor Converg.
 CL0731;SPC GA W     -   270,004.534   772,100.980   MT  0.99996408   +0 24 40.4
 CL0731;SPC GA W     -   885,839.88  2,533,134.63   sFT  0.99996408   +0 24 40.4
 CL0731;UTM  17      - 3,590,985.622   274,356.337   MT  1.00022790   -1 17 15.6
 CL0731
 CL0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0731!SPC GA W     -   0.99999078  x   0.99996408  =   0.99995486
 CL0731!UTM  17      -   0.99999078  x   1.00022790  =   1.00021868
 CL0731
 CL0731|---------------------------------------------------------------------|
 CL0731| PID    Reference Object                     Distance      Geod. Az  |
 CL0731|                                                           dddmmss.s |
 CL0731| CL3005 BRIT RM                                            01704     |
 CL0731| CL1449 OMAR=U 17                           APPROX. 0.5 KM 1135751.8 |
 CL0731| CL0732 PIER=W 17                           282.157 METERS 27739     |
 CL0731|---------------------------------------------------------------------|
 CL0731
 CL0731                          SUPERSEDED SURVEY CONTROL
 CL0731
 CL0731  NAD 83(1986)-  32 25 59.39192(N)    083 23 59.79333(W) AD(       ) 1
 CL0731  NAD 27      -  32 25 58.83500(N)    083 24 00.16200(W) AD(       ) 1
 CL0731  NGVD 29 (??/??/92)   86.276  (m)          283.06   (f) ADJ UNCH    1 2
 CL0731
 CL0731.Superseded values are not recommended for survey control.
 CL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0731.See file dsdata.txt to determine how the superseded data were derived.
 CL0731
 CL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR7435690986(NAD 83)
 CL0731_MARKER: DS = TRIANGULATION STATION DISK
 CL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0731_STAMPING: ELEV 282.565 V 17 BRIT 1917
 CL0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0731+STABILITY: SURFACE MOTION
 CL0731
 CL0731  HISTORY     - Date     Condition        Report By
 CL0731  HISTORY     - 1917     MONUMENTED       CGS
 CL0731  HISTORY     - 1922     GOOD             CGS
 CL0731  HISTORY     - 1959     GOOD             NGS
 CL0731  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0731
 CL0731                          STATION DESCRIPTION
 CL0731
 CL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL0731'ABOUT 1150 METERS (3773 FEET) ALONG SOUTHERN RAILWAY TRACK
 CL0731'NORTH OF COLEY, 22-1/2 RAILS SOUTH OF TRESTLE 274.3H, ON EAST
 CL0731'SIDE OF TRACK, AND 13.77 METERS (45.2 FEET) FROM EAST RAIL.
 CL0731'SURFACE MARK IS STANDARD DISK IN CONCRETE.  UNDERGROUND
 CL0731'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS STANDARD
 CL0731'DISK IN CONCRETE, 5.75 METERS (18.9 FEET) FROM
 CL0731'STATION IN GRID AZIMUTH 196 DEG 50 MIN.
 CL0731
 CL0731                          STATION RECOVERY (1959)
 CL0731
 CL0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CL0731'4.9 MI NW FROM COCHRAN.
 CL0731'ABOUT 4.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0731'STATION AT COCHRAN, 0.45 MILE EAST OF MILEPOST 274, 0.1 MILE EAST
 CL0731'OF THE EAST END OF TRESTLE 274.3 H, OVER BOLLINGER CREEK, ON THE
 CL0731'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST,
 CL0731'IN A VERY SMALL CLEARING, 45 1/2 FEET NORTHEAST OF THE NORTHEAST
 CL0731'RAIL, 120 FEET EAST OF A STATION ONE MILE SIGN, ABOUT LEVEL WITH THE
 CL0731'TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CL0731
 CL0731                          STATION RECOVERY (1974)
 CL0731
 CL0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1646 ***********************************************************************
 ED1646  DESIGNATION -  BROAD
 ED1646  PID         -  ED1646
 ED1646  STATE/COUNTY-  GA/BANKS
 ED1646  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1646
 ED1646                         *CURRENT SURVEY CONTROL
 ED1646  ___________________________________________________________________
 ED1646* NAD 83(1994)-  34 27 08.26760(N)    083 25 37.18340(W)     ADJUSTED  
 ED1646* NAVD 88     -       287.9    (meters)     945.     (feet)  VERTCON   
 ED1646  ___________________________________________________________________
 ED1646  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 ED1646  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ED1646
 ED1646  HORZ ORDER  -  FIRST
 ED1646
 ED1646.The horizontal coordinates were established by classical geodetic methods
 ED1646.and adjusted by the National Geodetic Survey in September 1997..
 ED1646
 ED1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1646
 ED1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1646
 ED1646.The geoid height was determined by GEOID03.
 ED1646
 ED1646;                    North         East     Units Scale Factor Converg.
 ED1646;SPC GA W     -   493,918.525   767,963.956   MT  0.99995692   +0 25 06.5
 ED1646;SPC GA W     - 1,620,464.36  2,519,561.75   sFT  0.99995692   +0 25 06.5
 ED1646;UTM  17      - 3,814,979.926   277,042.918   MT  1.00021277   -1 22 24.8
 ED1646
 ED1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1646!SPC GA W     -   0.99995953  x   0.99995692  =   0.99991645
 ED1646!UTM  17      -   0.99995953  x   1.00021277  =   1.00017229
 ED1646
 ED1646|---------------------------------------------------------------------|
 ED1646| PID    Reference Object                     Distance      Geod. Az  |
 ED1646|                                                           dddmmss.s |
 ED1646| ED2789 BROAD RM 1                           24.610 METERS 21022     |
 ED1646| ED2788 BROAD AZ MK                                        2140851.2 |
 ED1646| ED2790 BROAD RM 2                           26.420 METERS 30103     |
 ED1646|---------------------------------------------------------------------|
 ED1646
 ED1646                          SUPERSEDED SURVEY CONTROL
 ED1646
 ED1646  NAD 83(1986)-  34 27 08.27555(N)    083 25 37.18397(W) AD(       ) 1
 ED1646  NAD 27      -  34 27 07.91041(N)    083 25 37.58698(W) AD(       ) 1
 ED1646  NGVD 29 (07/19/86)  287.9    (m)          945.     (f) VERT ANG       
 ED1646
 ED1646.Superseded values are not recommended for survey control.
 ED1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1646.See file dsdata.txt to determine how the superseded data were derived.
 ED1646
 ED1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7704314980(NAD 83)
 ED1646_MARKER: DS = TRIANGULATION STATION DISK
 ED1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1646
 ED1646  HISTORY     - Date     Condition        Report By
 ED1646  HISTORY     - 1975     MONUMENTED       NGS
 ED1646
 ED1646                          STATION DESCRIPTION
 ED1646
 ED1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1646'THE STATION IS LOCATED ABOUT 10-1/4 MILES SOUTHWEST OF TOCCOA,
 ED1646'9 MILES NORTHEAST OF HOMER, 6-3/4 MILES SOUTHEAST OF CORNELIA AND
 ED1646'ON PROPERTY OWNED BY THE GEORGIA KRAFT PAPER COMPANY.
 ED1646'
 ED1646'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROUTE
 ED1646'51, ABOUT 1-1/2 MILES NORTH OF THE CENTER OF HOMER, GO NORTHEAST
 ED1646'ON ROUTE 51 FOR 2.8 MILES TO THE JUNCTION OF STATE ROUTE
 ED1646'184.  TURN LEFT AND GO NORTHERLY ON ROUTE 184 FOR 4.4 MILES TO
 ED1646'THE JUNCTION OF STATE ROUTE 198.  CONTINUE NORTHERLY ON ROUTE 184
 ED1646'FOR 2.3 MILES TO A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO
 ED1646'NORTHWEST ON COUNTY ROAD 91334 FOR 0.2 MILE TO A ROAD LEFT,
 ED1646'TURN LEFT AND GO NORTHWESTERLY ON DIRT ROAD FOR 0.95 MILE TO A
 ED1646'TRACK ROAD AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED1646'NORTHWEST AND NORTH ON THE MAIN ROAD FOR 0.25 MILE TO WHERE
 ED1646'ROAD TURNS SHARPLY TO THE LEFT, TURN SHARP RIGHT AND GO
 ED1646'SOUTHEAST ALONG TOP OF RIDGE FOR 0.1 MILE TO THE STATION.
 ED1646'
 ED1646'THE STATION MARKS ARE STANDARD DISKS STAMPED BROAD 1975.  THE
 ED1646'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1646'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1646'87.8 FEET SOUTHEAST OF A METAL WITNESS POST AT REFERENCE MARK 2,
 ED1646'82.4 FEET NORTHEAST OF A WITNESS POST AT REFERENCE MARK 1 AND
 ED1646'4.7 FEET WEST OF A WITNESS POST AND ABOUT 25 FEET SOUTH OF THE
 ED1646'NORTH EDGE OF THE RIDGE.  THE UNDERGROUND DISK IS SET IN THE
 ED1646'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 ED1646'GROUND SURFACE.
 ED1646'
 ED1646'REFERENCE MARK 1, A STANDARD DISK STAMPED BROAD NO 1 1975, IS
 ED1646'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1646'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET
 ED1646'SOUTHWEST OF A METAL WITNESS POST AT THE STATION MARK AND 1.8
 ED1646'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND ABOUT 6 FEET
 ED1646'LOWER THAN THE STATION.
 ED1646'
 ED1646'REFERENCE MARK 2, A STANDARD DISK STAMPED BROAD NO 2 1975, IS SET
 ED1646'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1646'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 121 FEET
 ED1646'NORTH-NORTHWEST OF THE WITNESS POST AT REFERENCE MARK 1 AND 1.7
 ED1646'FEET EAST-NORTHEAST OF A WITNESS POST.
 ED1646'
 ED1646'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BROAD
 ED1646'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1646'MONUMENT WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 26
 ED1646'FEET SOUTHWEST OF THE ROAD CENTER, 16 FEET SOUTHEAST OF THE TRACK
 ED1646'ROAD CENTER AND 9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 ED1646'
 ED1646'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1557 ***********************************************************************
 BR1557  DESIGNATION -  BROCK
 BR1557  PID         -  BR1557
 BR1557  STATE/COUNTY-  GA/CAMDEN
 BR1557  USGS QUAD   -  DOVER BLUFF (1993)
 BR1557
 BR1557                         *CURRENT SURVEY CONTROL
 BR1557  ___________________________________________________________________
 BR1557* NAD 83(1994)-  31 06 55.48525(N)    081 35 10.98742(W)     ADJUSTED  
 BR1557* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1557  ___________________________________________________________________
 BR1557  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1557  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 BR1557
 BR1557  HORZ ORDER  -  THIRD
 BR1557
 BR1557.The horizontal coordinates were established by classical geodetic methods
 BR1557.and adjusted by the National Geodetic Survey in September 1997..
 BR1557
 BR1557.The orthometric height was scaled from a topographic map.
 BR1557
 BR1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1557
 BR1557.The geoid height was determined by GEOID03.
 BR1557
 BR1557;                    North         East     Units Scale Factor Converg.
 BR1557;SPC GA E     -   123,789.243   255,347.386   MT  0.99993777   +0 17 59.6
 BR1557;SPC GA E     -   406,131.87    837,752.22   sFT  0.99993777   +0 17 59.6
 BR1557;UTM  17      - 3,442,540.517   444,087.172   MT  0.99963856   -0 18 10.9
 BR1557
 BR1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1557!SPC GA E     -   1.00000441  x   0.99993777  =   0.99994218
 BR1557!UTM  17      -   1.00000441  x   0.99963856  =   0.99964297
 BR1557
 BR1557|---------------------------------------------------------------------|
 BR1557| PID    Reference Object                     Distance      Geod. Az  |
 BR1557|                                                           dddmmss.s |
 BR1557| CW4685 BROCK RM 2                           17.222 METERS 06849     |
 BR1557| CW4684 BROCK RM 1                           37.758 METERS 15139     |
 BR1557| BR1560 LOVE                                APPROX. 1.3 KM 2545350.7 |
 BR1557|---------------------------------------------------------------------|
 BR1557
 BR1557                          SUPERSEDED SURVEY CONTROL
 BR1557
 BR1557  NAD 83(1986)-  31 06 55.49626(N)    081 35 10.99081(W) AD(       ) 3
 BR1557  NAD 27      -  31 06 54.67200(N)    081 35 11.63200(W) AD(       ) 3
 BR1557
 BR1557.Superseded values are not recommended for survey control.
 BR1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1557.See file dsdata.txt to determine how the superseded data were derived.
 BR1557
 BR1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4408742541(NAD 83)
 BR1557_MARKER: DS = TRIANGULATION STATION DISK
 BR1557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR1557_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BR1557
 BR1557  HISTORY     - Date     Condition        Report By
 BR1557  HISTORY     - 1934     MONUMENTED       CGS
 BR1557  HISTORY     - 1953     GOOD             CGS
 BR1557
 BR1557                          STATION DESCRIPTION
 BR1557
 BR1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BR1557'ON THE PROPERTY OF S.A. BROCKINGTON ABOUT 15 MILES SOUTHWEST
 BR1557'OF BRUNSWICK GEORGIA ON LITTLE SATILLA RIVER.  FROM U.S.
 BR1557'POSTOFFICE, BRUNSWICK, GA., SOUTH ON U.S. ROUTE 17 14.3 MILES,
 BR1557'1 MILE SOUTH OF CENTER SPAN OF LITTLE SATILLA RIVER HIGHWAY
 BR1557'BRIDGE, TO CROSS ROAD, THIS IS THE FIRST CROSS ROAD SOUTH
 BR1557'OF LITTLE SATILLA RIVER BRIDGE.  TAKE LEFT TURN AND FOLLOW
 BR1557'ROAD TO FORK, CONTINUE ON LEFT FORK 2.3 MILES FROM U.S. HIGHWAY
 BR1557'17 TO GATE ON LEFT SIDE OF ROAD, TURN LEFT THROUGH GATE AND
 BR1557'FOLLOW ROAD 1.3 MILES TO HOUSE ON PROPERTY OF S.A.
 BR1557'BROCKINGTON.  TAKE ROAD THROUGH BARNYARD 0.1 MILE.  STATION IS
 BR1557'ABOUT 50 METERS FROM ROAD IN MARSH, 1.5 METERS EAST OF
 BR1557'FENCE WHICH EXTENDS FROM HIGH LAND TO EDGE OF WATER.
 BR1557'STATION IS 145 METERS N.E. FROM N.E. CORNER OF HOUSE.
 BR1557'
 BR1557'DISTANCE FROM R.M. 1 TO R.M. 2 IS 39.56 METERS
 BR1557'
 BR1557'HEIGHT OF SIGNAL ABOVE STATION MARK 4 METERS.
 BR1557
 BR1557                          STATION RECOVERY (1953)
 BR1557
 BR1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1557'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 BR1557'REFERENCE MARK 1 WAS FOUND DESTROYED, AND THE DISK WAS REMOVED
 BR1557'BY THIS FIELD PARTY.  THE PUBLISHED DESCRIPTION IS INADEQUATE.
 BR1557'A NEW DESCRIPTION FOLLOWS--
 BR1557'
 BR1557'STATION IS LOCATED ABOUT 6 MI. SW OF BRUNSWICK, ON LITTLE
 BR1557'SATILLA RIVER, ON PROPERTY OF HADLEY BROWN, ABOUT 600 FT.
 BR1557'NE OF A GREEN SHED, ABOUT 175 FT. N ALONG A FENCE IN THE
 BR1557'MARSH FROM ITS INTERSECTION WITH HIGH GROUND, AND 7.5 FT.
 BR1557'E OF THE FENCE.  STATION IS A STANDARD DISK, STAMPED BROCK
 BR1557'1934 AND PROJECTING 1.0 FT.
 BR1557'
 BR1557'TO REACH FROM THE BRUNSWICK POST OFFICE, GO 14.3 MI. S ALONG
 BR1557'U.S. HIGHWAY 17 TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 BR1557'FOLLOW THIS HARD-SURFACED ROAD FOR 1.7 MI. TO A GATE ON THE
 BR1557'LEFT, TURN THROUGH THE GATE AND PROCEED 1.4 MI.  STATION IS
 BR1557'ABOUT 400 FT. N OF THIS POINT IN THE MARSH.
 BR1557'
 BR1557'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED R.M. 2 BROCK
 BR1557'1934 AND PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2308 ***********************************************************************
 DG2308  DESIGNATION -  BROMLEY
 DG2308  PID         -  DG2308
 DG2308  STATE/COUNTY-  GA/LAMAR
 DG2308  USGS QUAD   -  ORCHARD HILL (1982)
 DG2308
 DG2308                         *CURRENT SURVEY CONTROL
 DG2308  ___________________________________________________________________
 DG2308* NAD 83(1994)-  33 07 48.77111(N)    084 11 30.95858(W)     ADJUSTED  
 DG2308* NAVD 88     -       254.551  (meters)     835.14   (feet)  POSTED    
 DG2308  ___________________________________________________________________
 DG2308  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DG2308  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DG2308  DYNAMIC HT  -         254.260 (meters)     834.18  (feet)  COMP
 DG2308  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 DG2308
 DG2308  HORZ ORDER  -  FIRST
 DG2308  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG2308
 DG2308.The horizontal coordinates were established by classical geodetic methods
 DG2308.and adjusted by the National Geodetic Survey in September 1997..
 DG2308
 DG2308.The orthometric height was determined by differential leveling
 DG2308.and adjusted by the National Geodetic Survey in 1992..
 DG2308.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG2308.rate of 1.1 thru 2.0 mm/km.
 DG2308
 DG2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2308
 DG2308.The geoid height was determined by GEOID03.
 DG2308
 DG2308.The dynamic height is computed by dividing the NAVD 88
 DG2308.geopotential number by the normal gravity value computed on the
 DG2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2308.degrees latitude (g = 980.6199 gals.).
 DG2308
 DG2308.The modeled gravity was interpolated from observed gravity values.
 DG2308
 DG2308;                    North         East     Units Scale Factor Converg.
 DG2308;SPC GA W     -   347,041.708   697,642.496   MT  0.99990007   -0 00 49.7
 DG2308;SPC GA W     - 1,138,586.00  2,288,848.76   sFT  0.99990007   -0 00 49.7
 DG2308;UTM  16      - 3,669,232.997   761,974.468   MT  1.00044628   +1 32 08.2
 DG2308
 DG2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2308!SPC GA W     -   0.99996443  x   0.99990007  =   0.99986451
 DG2308!UTM  16      -   0.99996443  x   1.00044628  =   1.00041070
 DG2308
 DG2308|---------------------------------------------------------------------|
 DG2308| PID    Reference Object                     Distance      Geod. Az  |
 DG2308|                                                           dddmmss.s |
 DG2308| CZ2866 BROMLEY RM                           22.525 METERS 28709     |
 DG2308|---------------------------------------------------------------------|
 DG2308
 DG2308                          SUPERSEDED SURVEY CONTROL
 DG2308
 DG2308  NAD 83(1986)-  33 07 48.77937(N)    084 11 30.95731(W) AD(       ) 1
 DG2308  NAD 27      -  33 07 48.34700(N)    084 11 31.24400(W) AD(       ) 1
 DG2308
 DG2308.Superseded values are not recommended for survey control.
 DG2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2308.See file dsdata.txt to determine how the superseded data were derived.
 DG2308
 DG2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6197469233(NAD 83)
 DG2308_MARKER: DS = TRIANGULATION STATION DISK
 DG2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2308
 DG2308  HISTORY     - Date     Condition        Report By
 DG2308  HISTORY     - 1917     MONUMENTED       CGS
 DG2308  HISTORY     - 1934     MARK NOT FOUND   CGS
 DG2308
 DG2308                          STATION DESCRIPTION
 DG2308
 DG2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 DG2308'ABOUT 1 MILE NORTH OF MILNER DEPOT ON CENTRAL OF GEORGIA RAILWAY,
 DG2308'ON EXTENSION OF BACK TANGENT OF RIGHT RAIL AND EXTENSION OF
 DG2308'FORWARD TANGENT OF LEFT RAIL, 8 RAILS NORTH OF MILEPOST A-54,
 DG2308'41.165 METERS (135.06 FEET) TO RIGHT OF RAIL.
 DG2308'REFERENCE MARK IS 22.525 METERS (73.90 FEET) FROM
 DG2308'STATION IN GRID AZIMUTH 107 DEG 10 MIN.
 DG2308
 DG2308                          STATION RECOVERY (1934)
 DG2308
 DG2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DG2308'REPORTED MONUMENT AND UNDERGROUND MARK PLOWED UP, REFERENCE MARK
 DG2308'UNDER PAVEMENT, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1698 ***********************************************************************
 BT1698  DESIGNATION -  BRONWOOD
 BT1698  PID         -  BT1698
 BT1698  STATE/COUNTY-  GA/TERRELL
 BT1698  USGS QUAD   -  DAWSON (1973)
 BT1698
 BT1698                         *CURRENT SURVEY CONTROL
 BT1698  ___________________________________________________________________
 BT1698* NAD 83(1994)-  31 49 31.51466(N)    084 23 09.97288(W)     ADJUSTED  
 BT1698* NAVD 88     -       125.3    (meters)     411.     (feet)  VERTCON   
 BT1698  ___________________________________________________________________
 BT1698  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BT1698  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BT1698
 BT1698  HORZ ORDER  -  FIRST
 BT1698
 BT1698.The horizontal coordinates were established by classical geodetic methods
 BT1698.and adjusted by the National Geodetic Survey in September 1997..
 BT1698
 BT1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1698
 BT1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1698
 BT1698.The geoid height was determined by GEOID03.
 BT1698
 BT1698;                    North         East     Units Scale Factor Converg.
 BT1698;SPC GA W     -   202,381.504   679,227.579   MT  0.99990532   -0 06 56.6
 BT1698;SPC GA W     -   663,979.98  2,228,432.48   sFT  0.99990532   -0 06 56.6
 BT1698;UTM  16      - 3,524,062.372   747,401.531   MT  1.00035494   +1 22 44.7
 BT1698
 BT1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1698!SPC GA W     -   0.99998450  x   0.99990532  =   0.99988982
 BT1698!UTM  16      -   0.99998450  x   1.00035494  =   1.00033944
 BT1698
 BT1698:                Primary Azimuth Mark                     Grid Az
 BT1698:SPC GA W     -  BRONWOOD RM 3                            111 00 52.0
 BT1698:UTM  16      -  BRONWOOD RM 3                            109 31 10.7
 BT1698
 BT1698|---------------------------------------------------------------------|
 BT1698| PID    Reference Object                     Distance      Geod. Az  |
 BT1698|                                                           dddmmss.s |
 BT1698| CY8107 BRONWOOD RM 3                                      1105355.4 |
 BT1698| CY8105 BRONWOOD RM 1                        28.318 METERS 11517     |
 BT1698| CY8106 BRONWOOD RM 2                        30.931 METERS 22056     |
 BT1698|---------------------------------------------------------------------|
 BT1698
 BT1698                          SUPERSEDED SURVEY CONTROL
 BT1698
 BT1698  NAD 83(1986)-  31 49 31.51997(N)    084 23 09.97550(W) AD(       ) 1
 BT1698  NAD 27      -  31 49 30.92272(N)    084 23 10.28075(W) AD(       ) 1
 BT1698  NGVD 29 (07/19/86)  125.4    (m)          411.     (f) VERT ANG       
 BT1698
 BT1698.Superseded values are not recommended for survey control.
 BT1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1698.See file dsdata.txt to determine how the superseded data were derived.
 BT1698
 BT1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4740224062(NAD 83)
 BT1698_MARKER: DS = TRIANGULATION STATION DISK
 BT1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1698
 BT1698  HISTORY     - Date     Condition        Report By
 BT1698  HISTORY     - 1973     MONUMENTED       NGS
 BT1698
 BT1698                          STATION DESCRIPTION
 BT1698
 BT1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1698'THE STATION IS ABOUT 7-1/2 MILES WEST AND 5 MILES SOUTH OF
 BT1698'SMITHVILLE, 4 MILES NORTH AND 3-1/2 MILES EAST OF DAWSON, 1 MILE
 BT1698'WEST OF BRONWOOD, ON THE NORTH SIDE OF A PAVED ROAD AND ON PROPERTY
 BT1698'OWNED BY GRADY AND LILY GRIFFON, WHO LIVES JUST EAST OF STATION,
 BT1698'TELEPHONE NUMBER 995-4204.
 BT1698'
 BT1698'TO REACH THE STATION FROM THE POST OFFICE IN BRONWOOD, GO
 BT1698'SOUTHWEST ON STATE HIGHWAY 118 FOR 1.1 MILES TO A GRADED
 BT1698'CROSSROAD.  TURN RIGHT AND GO NORTH ON GRADED ROAD, CROSSING
 BT1698'RAILROAD TRACK FOR 0.1 MILE TO A T-ROAD JUNCTION.  TURN LEFT
 BT1698'AND GO SOUTHWEST AND NORTHWEST ON PAVED ROAD FOR 0.3 MILE TO
 BT1698'REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTHWEST ON PAVED ROAD
 BT1698'FOR 0.2 MILE TO A FIELD ENTRANCE ROAD AND THE STATION ON THE
 BT1698'RIGHT.
 BT1698'
 BT1698'STATION MARKS ARE STANDARD DISKS, STAMPED BRONWOOD 1973.  THE
 BT1698'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BT1698'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 101.0
 BT1698'FEET NORTHEAST OF A POWER LINE POLE, 50.0 FEET NORTHEAST OF THE
 BT1698'CENTER OF A PAVED ROAD AND 20.0 FEET SOUTHEAST OF THE CENTER OF A
 BT1698'FIELD ENTRANCE ROAD.  THE UNDERGROUND MARK IS SET IN AN
 BT1698'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BT1698'
 BT1698'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRONWOOD NO 1
 BT1698'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BT1698'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 113.0 FEET SOUTHEAST
 BT1698'OF THE CENTER OF THE FIELD ENTRANCE ROAD, 37.0 FEET NORTHEAST
 BT1698'OF THE CENTER OF THE PAVED ROAD AND ABOUT 2 FEET LOWER THAN THE
 BT1698'STATION.
 BT1698'
 BT1698'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRONWOOD NO 2 1973,
 BT1698'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BT1698'IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 43.0 FEET SOUTHWEST
 BT1698'OF THE CENTER OF THE PAVED ROAD, 1.9 FEET NORTHWEST OF THE POWER
 BT1698'LINE POLE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 BT1698'
 BT1698'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRONWOOD NO 3 1973,
 BT1698'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BT1698'IS FLUSH WITH THE GROUND.  IT IS 44.0 FEET SOUTHWEST OF THE
 BT1698'CENTER OF THE PAVED ROAD AND ABOUT 4 FEET HIGHER THAN THE
 BT1698'ROAD.  THIS MARK SERVES AS THE AZIMUTH MARK.
 BT1698'
 BT1698'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1669 ***********************************************************************
 BT1669  DESIGNATION -  BRONWOOD MUN TANK
 BT1669  PID         -  BT1669
 BT1669  STATE/COUNTY-  GA/TERRELL
 BT1669  USGS QUAD   -  BRONWOOD (1973)
 BT1669
 BT1669                         *CURRENT SURVEY CONTROL
 BT1669  ___________________________________________________________________
 BT1669* NAD 83(1994)-  31 49 54.61784(N)    084 21 45.10450(W)     ADJUSTED  
 BT1669* NAVD 88     -                                                        
 BT1669  ___________________________________________________________________
 BT1669  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BT1669  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT1669
 BT1669  HORZ ORDER  -  THIRD
 BT1669
 BT1669.The horizontal coordinates were established by classical geodetic methods
 BT1669.and adjusted by the National Geodetic Survey in September 1997..
 BT1669
 BT1669
 BT1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1669
 BT1669.The geoid height was determined by GEOID03.
 BT1669
 BT1669;                    North         East     Units Scale Factor Converg.
 BT1669;SPC GA W     -   203,088.772   681,460.489   MT  0.99990424   -0 06 11.9
 BT1669;SPC GA W     -   666,300.41  2,235,758.29   sFT  0.99990424   -0 06 11.9
 BT1669;UTM  16      - 3,524,828.003   749,616.241   MT  1.00036852   +1 23 30.5
 BT1669
 BT1669                          SUPERSEDED SURVEY CONTROL
 BT1669
 BT1669  NAD 83(1986)-  31 49 54.62297(N)    084 21 45.10714(W) AD(       ) 4
 BT1669  NAD 27      -  31 49 54.02501(N)    084 21 45.41851(W) AD(       ) 3
 BT1669
 BT1669.Superseded values are not recommended for survey control.
 BT1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1669.See file dsdata.txt to determine how the superseded data were derived.
 BT1669
 BT1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4961624828(NAD 83)
 BT1669_MARKER: 53 = ELEVATED TANK
 BT1669
 BT1669  HISTORY     - Date     Condition        Report By
 BT1669  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1669
 BT1669                          STATION DESCRIPTION
 BT1669
 BT1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1669'THE STATION IS THE BALL, AT THE TOP AND CENTER OF A WATER TANK
 BT1669'THAT HAS A CONICAL TOP, CYLINDRICAL SIDES AND HEMISPHERICAL
 BT1669'BOTTOM.  IT IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS
 BT1669'APPROXIMATELY 85 FEET HIGH.  THE TANK IS SILVER IN COLOR WITH THE
 BT1669'NAME BRONWOOD PAINTED ON IT IN BLACK.
 BT1669'
 BT1669'STATION IS LOCATED IN BRONWOOD, 0.1 MILE NORTHEAST OF THE
 BT1669'CENTER OF TOWN AND 150 FEET SOUTHEAST OF STATE HIGHWAY 118.  THE
 BT1669'COMPLETE NAME OF THIS STATION IS BRONWOOD MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1693 ***********************************************************************
 BT1693  DESIGNATION -  BRONWOOD S GA GAS MICROWAVE
 BT1693  PID         -  BT1693
 BT1693  STATE/COUNTY-  GA/TERRELL
 BT1693  USGS QUAD   -  DAWSON (1973)
 BT1693
 BT1693                         *CURRENT SURVEY CONTROL
 BT1693  ___________________________________________________________________
 BT1693* NAD 83(1994)-  31 48 57.49779(N)    084 23 15.91687(W)     ADJUSTED  
 BT1693* NAVD 88     -                                                        
 BT1693  ___________________________________________________________________
 BT1693  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BT1693  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BT1693
 BT1693  HORZ ORDER  -  THIRD
 BT1693
 BT1693.The horizontal coordinates were established by classical geodetic methods
 BT1693.and adjusted by the National Geodetic Survey in September 1997..
 BT1693
 BT1693
 BT1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1693
 BT1693.The geoid height was determined by GEOID03.
 BT1693
 BT1693;                    North         East     Units Scale Factor Converg.
 BT1693;SPC GA W     -   201,334.168   679,069.149   MT  0.99990540   -0 06 59.6
 BT1693;SPC GA W     -   660,543.85  2,227,912.70   sFT  0.99990540   -0 06 59.6
 BT1693;UTM  16      - 3,523,010.788   747,270.414   MT  1.00035414   +1 22 40.3
 BT1693
 BT1693                          SUPERSEDED SURVEY CONTROL
 BT1693
 BT1693  NAD 83(1986)-  31 48 57.50314(N)    084 23 15.91956(W) AD(       ) 4
 BT1693  NAD 27      -  31 48 56.90481(N)    084 23 16.22435(W) AD(       ) 3
 BT1693
 BT1693.Superseded values are not recommended for survey control.
 BT1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1693.See file dsdata.txt to determine how the superseded data were derived.
 BT1693
 BT1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4727023011(NAD 83)
 BT1693_MARKER: 44 = MICROWAVE MAST
 BT1693
 BT1693  HISTORY     - Date     Condition        Report By
 BT1693  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1693
 BT1693                          STATION DESCRIPTION
 BT1693
 BT1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1693'THE STATION IS THE TOP AND CENTER OF A TRUSS-WORK STEEL, GUYED
 BT1693'MAST, WITH TWO LARGE FAN SHAPED ANTENNAS AND RED LIGHT ATTACHED
 BT1693'AT THE TOP.  IT IS PAINTED ALTERNATELY RED AND WHITE AND IS 300
 BT1693'FEET HIGH.  THE MAST IS OWNED BY SOUTH GEORGIA NATURAL GAS
 BT1693'COMPANY.
 BT1693'
 BT1693'STATION IS LOCATED 1.7 MILES SOUTHWEST OF THE POST OFFICE IN
 BT1693'BRONWOOD AND 300 FEET SOUTH-SOUTHEAST OF STATE HIGHWAY 118.  THE
 BT1693'COMPLETE NAME OF THIS STATION IS BRONWOOD SOUTH GEORGIA NATURAL
 BT1693'GAS COMPANY MICROWAVE KAW 611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1111 ***********************************************************************
 CL1111  DESIGNATION -  BROOK
 CL1111  PID         -  CL1111
 CL1111  STATE/COUNTY-  GA/MONROE
 CL1111  USGS QUAD   -  BOLINGBROKE (1985)
 CL1111
 CL1111                         *CURRENT SURVEY CONTROL
 CL1111  ___________________________________________________________________
 CL1111* NAD 83(1994)-  32 57 09.02422(N)    083 48 26.20690(W)     ADJUSTED  
 CL1111* NAVD 88     -       175.311  (meters)     575.17   (feet)  ADJUSTED  
 CL1111  ___________________________________________________________________
 CL1111  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CL1111  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CL1111  DYNAMIC HT  -         175.122 (meters)     574.55  (feet)  COMP
 CL1111  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 CL1111
 CL1111  HORZ ORDER  -  SECOND
 CL1111  VERT ORDER  -  SECOND    CLASS 0
 CL1111
 CL1111.The horizontal coordinates were established by classical geodetic methods
 CL1111.and adjusted by the National Geodetic Survey in September 1997..
 CL1111
 CL1111.The orthometric height was determined by differential leveling
 CL1111.and adjusted by the National Geodetic Survey in June 1991..
 CL1111
 CL1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1111
 CL1111.The geoid height was determined by GEOID03.
 CL1111
 CL1111.The dynamic height is computed by dividing the NAVD 88
 CL1111.geopotential number by the normal gravity value computed on the
 CL1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1111.degrees latitude (g = 980.6199 gals.).
 CL1111
 CL1111.The modeled gravity was interpolated from observed gravity values.
 CL1111
 CL1111;                    North         East     Units Scale Factor Converg.
 CL1111;SPC GA W     -   327,392.034   733,600.581   MT  0.99991392   +0 11 43.8
 CL1111;SPC GA W     - 1,074,118.70  2,406,821.24   sFT  0.99991392   +0 11 43.8
 CL1111;UTM  17      - 3,649,520.569   237,572.023   MT  1.00044924   -1 31 40.4
 CL1111
 CL1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1111!SPC GA W     -   0.99997672  x   0.99991392  =   0.99989064
 CL1111!UTM  17      -   0.99997672  x   1.00044924  =   1.00042595
 CL1111
 CL1111|---------------------------------------------------------------------|
 CL1111| PID    Reference Object                     Distance      Geod. Az  |
 CL1111|                                                           dddmmss.s |
 CL1111| CY7394 BROOK RM 2                            4.702 METERS 15356     |
 CL1111| CY7393 BROOK RM                              7.895 METERS 21113     |
 CL1111| CL2751 BV 102 211 GADT 1974                APPROX. 0.5 KM 2913634.6 |
 CL1111|---------------------------------------------------------------------|
 CL1111
 CL1111                          SUPERSEDED SURVEY CONTROL
 CL1111
 CL1111  NAD 83(1986)-  32 57 09.02868(N)    083 48 26.20431(W) AD(       ) 2
 CL1111  NAD 27      -  32 57 08.53810(N)    083 48 26.54663(W) AD(       ) 2
 CL1111  NGVD 29 (??/??/92)  175.424  (m)          575.54   (f) ADJ UNCH    2 0
 CL1111
 CL1111.Superseded values are not recommended for survey control.
 CL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1111.See file dsdata.txt to determine how the superseded data were derived.
 CL1111
 CL1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3757249521(NAD 83)
 CL1111_MARKER: DS = TRIANGULATION STATION DISK
 CL1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1111_STAMPING: BROOK 1917 575.537
 CL1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1111+STABILITY: SURFACE MOTION
 CL1111
 CL1111  HISTORY     - Date     Condition        Report By
 CL1111  HISTORY     - 1917     MONUMENTED       CGS
 CL1111  HISTORY     - 1937     GOOD             CGS
 CL1111  HISTORY     - 1954     GOOD             CGS
 CL1111  HISTORY     - 1974     GOOD             NGS
 CL1111  HISTORY     - 1974     GOOD             NGS
 CL1111  HISTORY     - 20050106 MARK NOT FOUND   INDIV
 CL1111
 CL1111                          STATION DESCRIPTION
 CL1111
 CL1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 CL1111'ABOUT 1/2 MILE NORTH OF BOLINGBROKE, 3-1/2 TELEGRAPH POLES NORTH
 CL1111'OF SEMAPHORE SIGNAL BOARD 2066, AND 3.675 METERS (12.06 FEET)
 CL1111'TO RIGHT OF RAIL, IN THE BACK TANGENT TO RIGHT RAIL.  REFERENCE
 CL1111'MARK, A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 CL1111'IS 7.895 METERS (25.90 FEET) FROM
 CL1111'STATION IN GRID AZIMUTH 31 DEG 01 MIN.
 CL1111
 CL1111                          STATION RECOVERY (1954)
 CL1111
 CL1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1111'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS
 CL1111'FOUND DESTROYED, AND THE DISK RECLAIMED.
 CL1111'
 CL1111'LOCATED 0.5 MI. NW ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CL1111'THE STATION IN BOLINGBROKE, AT A CURVE, AND ON THE EXTENDED
 CL1111'TANGENT OF THE NE RAIL FROM THE SE.  IT IS 3-1/2 POLES N OF AN
 CL1111'ELECTRIC CONTROL BOX, 26 FT. NE OF A WHISTLE POST, 12 FT. NE OF
 CL1111'THE E RAIL, 47 FT. SW OF THE THIRD POLE NW OF AN ELECTRIC CONTROL
 CL1111'BOX, AND 65 FT. W-SW OF A POWER POLE.  IT IS A STANDARD
 CL1111'TRIANGULATION DISK, SET IN THE TOP OF A CONCRETE POST FLUSH
 CL1111'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FT. BELOW THE
 CL1111'LEVEL OF THE TRACKS.  IT IS STAMPED BROOK 1917 575.537.
 CL1111'
 CL1111'THIS IS A TRAVERSE STATION.
 CL1111
 CL1111                          STATION RECOVERY (1974)
 CL1111
 CL1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CL1111'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A REFERENCE
 CL1111'MARK 2 WAS ESTABLISHED AT THIS TIME.
 CL1111'
 CL1111'A COMPLETE DESCRIPTION FOLLOWS.
 CL1111'
 CL1111'THE STATION IS LOCATED ABOUT 9.25 MILES SOUTHEAST OF FORSYTH,
 CL1111'0.5 MILE NORTHWEST OF BOLINGBROKE, 0.25 MILE SOUTHEAST
 CL1111'OF THE OVERPASS BRIDGE OF INTERSTATE HIGHWAY 475 AND U.S. HIGHWAY
 CL1111'41, AND ON PROPERTY OF THE CENTRAL OF GEORGIA RAILROAD.
 CL1111'
 CL1111'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 475 AND
 CL1111'U.S. HIGHWAY 41, GO SOUTHEAST ON HIGHWAY 41 FOR 0.55 MILE TO A
 CL1111'ROAD LEFT.  TURN LEFT, CROSSING RAILROAD TRACKS, FOR ABOUT 100
 CL1111'FEET TO A T-INTERSECTION.  TURN LEFT AND GO NORTHWEST ON PAVED
 CL1111'ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CL1111'
 CL1111'THE STATION MARK, A STANDARD TRIANGULATION STATION DISK STAMPED
 CL1111'BROOK 1917 575.537 (ELEVATION), IS SET IN THE TOP OF A 12-INCH
 CL1111'SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 CL1111'62 FEET SOUTHWEST OF THE ROAD CENTER, 48.4 FEET SOUTHEAST OF A
 CL1111'UTILITY POLE, 31.2 FEET EAST-NORTHEAST OF A WHISTLE POST, 12.3
 CL1111'FEET NORTHEAST OF THE NORTH RAIL OF THE RAILROAD AND 0.8 FOOT
 CL1111'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK, AS
 CL1111'STATED IN THE 1937 DESCRIPTION, IS AN IRON NAIL SET IN THE TOP OF AN
 CL1111'IRREGULAR MASS OF CONCRETE.
 CL1111'
 CL1111'REFERENCE MARK 2, A STANDARD DISK STAMPED BROOK 1917 NO 2 1974,
 CL1111'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CL1111'WITH THE GROUND SURFACE.  IT IS 36.3 FEET EAST OF THE WHISTLE
 CL1111'POST AND 4.7 FEET NORTHEAST OF THE NORTH RAIL.
 CL1111'
 CL1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL1111'0.5 MILE NORTHWEST OF BOLINGBROKE.
 CL1111
 CL1111                          STATION RECOVERY (1974)
 CL1111
 CL1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CL1111'0.5 MI NW FROM BOLINGBROKE.
 CL1111'ABOUT 0.5 MILE NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILROAD
 CL1111'FROM THE POST OFFICE IN BOLINGBROKE, 0.25 MILE SOUTHEAST OF THE
 CL1111'OVERPASS BRIDGE OF INTERSTATE HIGHWAY 475 AND U.S. HIGHWAY 41,
 CL1111'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 2 INCHES
 CL1111'BELOW THE GROUND SURFACE, 62 FEET SOUTHWEST OF THE CENTER OF A
 CL1111'PAVED ROAD, 48.4 FEET SOUTHEAST OF A UTILITY POLE, 31.2 FEET
 CL1111'EAST-NORTHEAST OF A WHISTLE POST, 12.3 FEET NORTHEAST OF THE
 CL1111'NORTH RAIL OF THE RAILROAD AND 0.8 FOOT SOUTHWEST OF A METAL
 CL1111'WITNESS POST.
 CL1111
 CL1111                          STATION RECOVERY (2005)
 CL1111
 CL1111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LBS)
 CL1111'RAILROAD MAINTANENCE HAS EVIDENTLY DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1376 ***********************************************************************
 BS1376  DESIGNATION -  BROOKFIELD
 BS1376  PID         -  BS1376
 BS1376  STATE/COUNTY-  GA/TIFT
 BS1376  USGS QUAD   -  TIFTON EAST (1988)
 BS1376
 BS1376                         *CURRENT SURVEY CONTROL
 BS1376  ___________________________________________________________________
 BS1376* NAD 83(1994)-  31 25 13.56275(N)    083 24 04.30019(W)     ADJUSTED  
 BS1376* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BS1376  ___________________________________________________________________
 BS1376  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BS1376  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BS1376
 BS1376  HORZ ORDER  -  FIRST
 BS1376
 BS1376.The horizontal coordinates were established by classical geodetic methods
 BS1376.and adjusted by the National Geodetic Survey in September 1997..
 BS1376
 BS1376.The orthometric height was scaled from a topographic map.
 BS1376
 BS1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1376
 BS1376.The geoid height was determined by GEOID03.
 BS1376
 BS1376;                    North         East     Units Scale Factor Converg.
 BS1376;SPC GA W     -   157,713.450   772,776.864   MT  0.99996531   +0 23 56.6
 BS1376;SPC GA W     -   517,431.54  2,535,352.09   sFT  0.99996531   +0 23 56.6
 BS1376;UTM  17      - 3,478,692.395   271,748.585   MT  1.00024263   -1 15 08.3
 BS1376
 BS1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1376!SPC GA W     -   0.99998914  x   0.99996531  =   0.99995445
 BS1376!UTM  17      -   0.99998914  x   1.00024263  =   1.00023176
 BS1376
 BS1376:                Primary Azimuth Mark                     Grid Az
 BS1376:SPC GA W     -  MAUDE                                    104 44 37.1
 BS1376:UTM  17      -  MAUDE                                    106 23 42.0
 BS1376
 BS1376|---------------------------------------------------------------------|
 BS1376| PID    Reference Object                     Distance      Geod. Az  |
 BS1376|                                                           dddmmss.s |
 BS1376| BS0696 MAUDE                               APPROX. 3.5 KM 1050833.7 |
 BS1376| CW3396 BROOKFIELD RM                        15.030 METERS 17008     |
 BS1376|---------------------------------------------------------------------|
 BS1376
 BS1376                          SUPERSEDED SURVEY CONTROL
 BS1376
 BS1376  NAD 83(1986)-  31 25 13.58016(N)    083 24 04.30622(W) AD(       ) 1
 BS1376  NAD 27      -  31 25 12.88900(N)    083 24 04.72700(W) AD(       ) 1
 BS1376
 BS1376.Superseded values are not recommended for survey control.
 BS1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1376.See file dsdata.txt to determine how the superseded data were derived.
 BS1376
 BS1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ7174978692(NAD 83)
 BS1376_MARKER: DS = TRIANGULATION STATION DISK
 BS1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1376
 BS1376  HISTORY     - Date     Condition        Report By
 BS1376  HISTORY     - 1917     MONUMENTED       CGS
 BS1376  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS1376
 BS1376                          STATION DESCRIPTION
 BS1376
 BS1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BS1376'ON ATLANTIC COAST LINE RAILWAY RIGHT-OF-WAY, AT CURVE ABOUT
 BS1376'1 MILE NORTH OF BROOKFIELD STATION, AT INTERSECTION OF
 BS1376'PROLONGATION OF NORTHWARD TANGENT TO CURVE OF WEST RAIL
 BS1376'OF MAIN TRACK AND PROLONGATION OF SOUTHWARD TANGENT TO CURVE
 BS1376'OF EAST RAIL OF MAIN TRACK, AND 6.48 METERS (21.3 FEET)
 BS1376'WEST OF WEST RAIL OF MAIN TRACK.  SURFACE MARK IS STANDARD
 BS1376'DISK IN CONCRETE.  UNDERGROUND MARK IS NAIL IN
 BS1376'CONCRETE.  REFERENCE MARK IS 1-INCH IRON PIN IN
 BS1376'CENTER OF MOUND OF CONCRETE, 18.85 METERS (61.8 FEET) WEST
 BS1376'OF WEST RAIL OF MAIN TRACK, ON LINE WITH TELEGRAPH POLES
 BS1376'SOUTHWARD FROM STATION AND WEST OF TRACK, AND 15.03 METERS
 BS1376'(49.3 FEET) FROM STATION IN GRID AZIMUTH 349 DEG 44 MIN.
 BS1376
 BS1376                          STATION RECOVERY (1979)
 BS1376
 BS1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BS1376'STATION PROBABLY DESTROYED.  MEASUREMENTS PUT IN ALONG SIDE OF A
 BS1376'SIDE TRACK PROBABLY BUILT SINCE STATION SET.  THE SIDE TRACK HAS
 BS1376'RELATIVELY NEW CROSSTIES AND THE MARK WOULD BE 2 FEET FROM THE RAIL.
 BS1376'
 BS1376'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1375 ***********************************************************************
 BS1375  DESIGNATION -  BROOKFIELD A
 BS1375  PID         -  BS1375
 BS1375  STATE/COUNTY-  GA/TIFT
 BS1375  USGS QUAD   -  TIFTON EAST (1988)
 BS1375
 BS1375                         *CURRENT SURVEY CONTROL
 BS1375  ___________________________________________________________________
 BS1375* NAD 83(1994)-  31 25 26.26377(N)    083 24 27.02558(W)     ADJUSTED  
 BS1375* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BS1375  ___________________________________________________________________
 BS1375  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BS1375  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BS1375
 BS1375  HORZ ORDER  -  FIRST
 BS1375
 BS1375.The horizontal coordinates were established by classical geodetic methods
 BS1375.and adjusted by the National Geodetic Survey in September 1997..
 BS1375
 BS1375.The orthometric height was scaled from a topographic map.
 BS1375
 BS1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1375
 BS1375.The geoid height was determined by GEOID03.
 BS1375
 BS1375;                    North         East     Units Scale Factor Converg.
 BS1375;SPC GA W     -   158,100.444   772,173.978   MT  0.99996423   +0 23 44.9
 BS1375;SPC GA W     -   518,701.21  2,533,374.13   sFT  0.99996423   +0 23 44.9
 BS1375;UTM  17      - 3,479,096.715   271,156.937   MT  1.00024597   -1 15 20.7
 BS1375
 BS1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1375!SPC GA W     -   0.99998866  x   0.99996423  =   0.99995289
 BS1375!UTM  17      -   0.99998866  x   1.00024597  =   1.00023463
 BS1375
 BS1375:                Primary Azimuth Mark                     Grid Az
 BS1375:SPC GA W     -  BROOKFIELD                               122 41 47.2
 BS1375:UTM  17      -  BROOKFIELD                               124 20 52.8
 BS1375
 BS1375|---------------------------------------------------------------------|
 BS1375| PID    Reference Object                     Distance      Geod. Az  |
 BS1375|                                                           dddmmss.s |
 BS1375| BS1376 BROOKFIELD                          APPROX. 0.7 KM 1230532.1 |
 BS1375| CW4387 MILE POST                            42.020 METERS 28253     |
 BS1375|---------------------------------------------------------------------|
 BS1375
 BS1375                          SUPERSEDED SURVEY CONTROL
 BS1375
 BS1375  NAD 83(1986)-  31 25 26.28119(N)    083 24 27.03154(W) AD(       ) 1
 BS1375  NAD 27      -  31 25 25.59100(N)    083 24 27.45100(W) AD(       ) 1
 BS1375
 BS1375.Superseded values are not recommended for survey control.
 BS1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1375.See file dsdata.txt to determine how the superseded data were derived.
 BS1375
 BS1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ7115779097(NAD 83)
 BS1375_MARKER: DS = TRIANGULATION STATION DISK
 BS1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1375
 BS1375  HISTORY     - Date     Condition        Report By
 BS1375  HISTORY     - 1917     MONUMENTED       CGS
 BS1375  HISTORY     - 1919     GOOD             CGS
 BS1375  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS1375
 BS1375                          STATION DESCRIPTION
 BS1375
 BS1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 BS1375'ABOUT 6-3/4 MILES SOUTH OF TIFTON STATION, ON ATLANTIC COAST
 BS1375'LINE RAILWAY RIGHT-OF-WAY, AT CURVE NEAR MILEPOST 123, AT
 BS1375'INTERSECTION OF PROLONGATIONS OF NORTHWARD AND SOUTHWARD
 BS1375'TANGENTS TO CURVE OF WEST RAIL OF MAIN TRACK, ABOUT 50
 BS1375'METERS (164 FEET) NORTH OF PRIVATE ROAD CROSSING, 14.97
 BS1375'METERS (49.1 FEET) EAST OF EAST RAIL OF MAIN TRACK, AND
 BS1375'ABOUT 7 FEET LOWER THAN RAIL IN ELEVATION.  SURFACE MARK IS
 BS1375'STANDARD DISK IN CONCRETE.  UNDERGROUND MARK IS
 BS1375'NAIL IN CONCRETE.  MILEPOST 123, WHITE POST 6
 BS1375'INCHES SQUARE, PROJECTING 6 FEET ABOVE GROUND, AND MARKED
 BS1375'123, IS 42.02 METERS (137.9 FEET) FROM STATION IN GRID
 BS1375'AZIMUTH 102 DEG 30 MIN.
 BS1375
 BS1375                          STATION RECOVERY (1979)
 BS1375
 BS1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BS1375'STATION NOT RECOVERED, BUT PROBABLY IN PLACE.  TOO FEW MEASURMENTS
 BS1375'AND THICK GROUND COVER, PLUS THE MARSH AREA HAMPERED THE SEARCH.
 BS1375'
 BS1375'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2349 ***********************************************************************
 DG2349  DESIGNATION -  BROOKLANDVILLE
 DG2349  PID         -  DG2349
 DG2349  STATE/COUNTY-  GA/FULTON
 DG2349  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2349
 DG2349                         *CURRENT SURVEY CONTROL
 DG2349  ___________________________________________________________________
 DG2349* NAD 83(1994)-  33 47 56.65281(N)    084 23 32.03762(W)     ADJUSTED  
 DG2349* NAVD 88     -       272.707  (meters)     894.71   (feet)  POSTED    
 DG2349  ___________________________________________________________________
 DG2349  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DG2349  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG2349  DYNAMIC HT  -         272.400 (meters)     893.70  (feet)  COMP
 DG2349  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DG2349
 DG2349  HORZ ORDER  -  FIRST
 DG2349  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG2349
 DG2349.The horizontal coordinates were established by classical geodetic methods
 DG2349.and adjusted by the National Geodetic Survey in September 1997..
 DG2349
 DG2349.The orthometric height was determined by differential leveling
 DG2349.and adjusted by the National Geodetic Survey in 1992..
 DG2349.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG2349.rate of 4.1 thru 8.0 mm/km.
 DG2349
 DG2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2349
 DG2349.The geoid height was determined by GEOID03.
 DG2349
 DG2349.The dynamic height is computed by dividing the NAVD 88
 DG2349.geopotential number by the normal gravity value computed on the
 DG2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2349.degrees latitude (g = 980.6199 gals.).
 DG2349
 DG2349.The modeled gravity was interpolated from observed gravity values.
 DG2349
 DG2349;                    North         East     Units Scale Factor Converg.
 DG2349;SPC GA W     -   421,241.542   679,114.264   MT  0.99990538   -0 07 31.7
 DG2349;SPC GA W     - 1,382,023.29  2,228,060.71   sFT  0.99990538   -0 07 31.7
 DG2349;UTM  16      - 3,742,935.125   741,419.211   MT  1.00031856   +1 27 04.9
 DG2349
 DG2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2349!SPC GA W     -   0.99996183  x   0.99990538  =   0.99986721
 DG2349!UTM  16      -   0.99996183  x   1.00031856  =   1.00028038
 DG2349
 DG2349|---------------------------------------------------------------------|
 DG2349| PID    Reference Object                     Distance      Geod. Az  |
 DG2349|                                                           dddmmss.s |
 DG2349| DG0254 PEACHTREE                           385.337 METERS 12729     |
 DG2349| DG0256 COLLINS                             415.721 METERS 3494148.7 |
 DG2349|---------------------------------------------------------------------|
 DG2349
 DG2349                          SUPERSEDED SURVEY CONTROL
 DG2349
 DG2349  NAD 83(1986)-  33 47 56.65886(N)    084 23 32.03791(W) AD(       ) 1
 DG2349  NAD 27      -  33 47 56.28200(N)    084 23 32.30600(W) AD(       ) 1
 DG2349  NGVD 29 (07/19/86)  272.62   (m)          894.4    (f) LEVELING    3  
 DG2349
 DG2349.Superseded values are not recommended for survey control.
 DG2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2349.See file dsdata.txt to determine how the superseded data were derived.
 DG2349
 DG2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4141942935(NAD 83)
 DG2349_MARKER: DS = TRIANGULATION STATION DISK
 DG2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2349+STABILITY: SURFACE MOTION
 DG2349
 DG2349  HISTORY     - Date     Condition        Report By
 DG2349  HISTORY     - 1927     MONUMENTED       CGS
 DG2349  HISTORY     - 1951     MARK NOT FOUND   CGS
 DG2349
 DG2349                          STATION DESCRIPTION
 DG2349
 DG2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2349'TRAVERSE STATION AND BENCH MARK IS ON W SIDE OF PEACHTREE
 DG2349'STREET IN FRONT OF 1402 PEACHTREE STREET (OLD NUMBER) ABOUT
 DG2349'1.17 FEET FROM N EDGE OF CONCRETE DRIVEWAY AND ABOUT 121.5
 DG2349'FEET S OF SE CORNER OF SOUTHERN RAILWAY (BROOKWOOD) STATION.
 DG2349'25.33 FEET SE TO NAIL IN TELEGRAPH POLE.  2.38 FEET E TO NAIL IN
 DG2349'TELEGRAPH POLE.  29.63 FEET NE TO NAIL IN TELEGRAPH POLE.
 DG2349'38.13 FEET NW TO NAIL IN 17-INCH OAK AND 51.42 FEET NW TO
 DG2349'SE CORNER OF BRICK BUILDING 1404 PEACHTREE STREET (OLD
 DG2349'NUMBER).
 DG2349'
 DG2349'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2349'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2349'DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG2349
 DG2349                          STATION RECOVERY (1951)
 DG2349
 DG2349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG2349'THE STATION WAS NOT RECOVERED THIS DATE.  APPARENTLY IT IS
 DG2349'COVERED OR POSSIBLY REMOVED BY STREET CONSTRUCTION IN THE LAST
 DG2349'FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3570 ***********************************************************************
 AB3570  DESIGNATION -  BROOKLET BULLOCH COOP MAST
 AB3570  PID         -  AB3570
 AB3570  STATE/COUNTY-  GA/BULLOCH
 AB3570  USGS QUAD   -  BROOKLET (1978)
 AB3570
 AB3570                         *CURRENT SURVEY CONTROL
 AB3570  ___________________________________________________________________
 AB3570* NAD 83(1994)-  32 23 54.12249(N)    081 42 08.92737(W)     ADJUSTED  
 AB3570* NAVD 88     -                                                        
 AB3570  ___________________________________________________________________
 AB3570  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB3570  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AB3570
 AB3570  HORZ ORDER  -  THIRD
 AB3570
 AB3570.The horizontal coordinates were established by classical geodetic methods
 AB3570.and adjusted by the National Geodetic Survey in September 1997..
 AB3570
 AB3570
 AB3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3570
 AB3570.The geoid height was determined by GEOID03.
 AB3570
 AB3570;                    North         East     Units Scale Factor Converg.
 AB3570;SPC GA E     -   265,982.301   243,667.605   MT  0.99992351   +0 14 55.4
 AB3570;SPC GA E     -   872,643.60    799,432.80   sFT  0.99992351   +0 14 55.4
 AB3570;UTM  17      - 3,584,810.107   433,934.805   MT  0.99965382   -0 22 35.1
 AB3570
 AB3570                          SUPERSEDED SURVEY CONTROL
 AB3570
 AB3570  NAD 83(1986)-  32 23 54.11967(N)    081 42 08.92877(W) AD(       ) 4
 AB3570
 AB3570.Superseded values are not recommended for survey control.
 AB3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3570.See file dsdata.txt to determine how the superseded data were derived.
 AB3570
 AB3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3393584810(NAD 83)
 AB3570_MARKER: 42 = RADIO/TV MAST
 AB3570
 AB3570  HISTORY     - Date     Condition        Report By
 AB3570  HISTORY     - 1981     FIRST OBSERVED   NGS
 AB3570
 AB3570                          STATION DESCRIPTION
 AB3570
 AB3570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (GRH)
 AB3570'THE STATION, BROOKLET BULLOCH COOPERATIVE MAST, IS LOCATED IN AN OPEN
 AB3570'FIELD 4 KM (2.5 MI) NORTHWEST OF BROOKLET, 1.2 KM (0.75 MI) SOUTHWEST
 AB3570'FROM U.S. HIGHWAY 80.  THE STATION IS THE LIGHT TOP CENTER ON THE
 AB3570'SINGLE COLUMN GUYED 76 METERS (245 FT) RED/WHITE MAST.
 AB3570'DESCRIBED BY GRH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3561 ***********************************************************************
 AB3561  DESIGNATION -  BROOKLET MUN TANK
 AB3561  PID         -  AB3561
 AB3561  STATE/COUNTY-  GA/BULLOCH
 AB3561  USGS QUAD   -  BROOKLET (1978)
 AB3561
 AB3561                         *CURRENT SURVEY CONTROL
 AB3561  ___________________________________________________________________
 AB3561* NAD 83(1994)-  32 22 42.72752(N)    081 39 42.66502(W)     ADJUSTED  
 AB3561* NAVD 88     -                                                        
 AB3561  ___________________________________________________________________
 AB3561  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AB3561  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 AB3561
 AB3561  HORZ ORDER  -  THIRD
 AB3561
 AB3561.The horizontal coordinates were established by classical geodetic methods
 AB3561.and adjusted by the National Geodetic Survey in September 1997..
 AB3561
 AB3561
 AB3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3561
 AB3561.The geoid height was determined by GEOID03.
 AB3561
 AB3561;                    North         East     Units Scale Factor Converg.
 AB3561;SPC GA E     -   263,800.566   247,500.077   MT  0.99992781   +0 16 13.2
 AB3561;SPC GA E     -   865,485.69    812,006.50   sFT  0.99992781   +0 16 13.2
 AB3561;UTM  17      - 3,582,587.311   437,742.205   MT  0.99964780   -0 21 16.0
 AB3561
 AB3561                          SUPERSEDED SURVEY CONTROL
 AB3561
 AB3561  NAD 83(1986)-  32 22 42.72548(N)    081 39 42.67053(W) AD(       ) 4
 AB3561
 AB3561.Superseded values are not recommended for survey control.
 AB3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3561.See file dsdata.txt to determine how the superseded data were derived.
 AB3561
 AB3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3774282587(NAD 83)
 AB3561_MARKER: 53 = ELEVATED TANK
 AB3561
 AB3561  HISTORY     - Date     Condition        Report By
 AB3561  HISTORY     - 1981     FIRST OBSERVED   NGS
 AB3561
 AB3561                          STATION DESCRIPTION
 AB3561
 AB3561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (GRH)
 AB3561'THE STATION, BROOKLET MUNICIPAL TANK, IS LOCATED IN THE BROOKLET
 AB3561'COMMUNITY, IN THE SOUTHEAST SECTION, BEHIND THE SMALL BUILDING
 AB3561'HOUSING, THE TOWN CLERK, AND FIRE HOUSE.  IT IS 76 METERS (250 FT)
 AB3561'NORTH OF RAILROAD STREET, 61 METERS (200 FT) EAST FROM CONE STREET,
 AB3561'AND 46 METERS (150 FT) SOUTH FROM LEE STREET.  THE STATION IS THE BALL
 AB3561'TOP CENTER OF THE CONICAL ROOFED TANK, WITH FOUR TRUSSED LEGS, PAINTED
 AB3561'SILVER AND ABOUT 29 METERS (95 FT) HIGH. THE LEGEND BROOKLET, GA IS
 AB3561'PAINTED ON THE SIDE.
 AB3561'DESCRIBED BY GRH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0084 ***********************************************************************
 CK0084  DESIGNATION -  BROOKLET RM 2
 CK0084  PID         -  CK0084
 CK0084  STATE/COUNTY-  GA/BULLOCH
 CK0084  USGS QUAD   -  BROOKLET (1978)
 CK0084
 CK0084                         *CURRENT SURVEY CONTROL
 CK0084  ___________________________________________________________________
 CK0084* NAD 83(1986)-  32 22 56.     (N)    081 39 55.     (W)     SCALED    
 CK0084* NAVD 88     -        48.438  (meters)     158.92   (feet)  ADJUSTED  
 CK0084  ___________________________________________________________________
 CK0084  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK0084  DYNAMIC HT  -          48.383 (meters)     158.74  (feet)  COMP
 CK0084  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CK0084
 CK0084  VERT ORDER  -  FIRST     CLASS II
 CK0084
 CK0084.The horizontal coordinates were scaled from a topographic map and have
 CK0084.an estimated accuracy of +/- 6 seconds.
 CK0084
 CK0084.The orthometric height was determined by differential leveling
 CK0084.and adjusted by the National Geodetic Survey in June 1991..
 CK0084
 CK0084.The geoid height was determined by GEOID03.
 CK0084
 CK0084.The dynamic height is computed by dividing the NAVD 88
 CK0084.geopotential number by the normal gravity value computed on the
 CK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0084.degrees latitude (g = 980.6199 gals.).
 CK0084
 CK0084.The modeled gravity was interpolated from observed gravity values.
 CK0084
 CK0084;                    North         East    Units  Estimated Accuracy
 CK0084;SPC GA E     -   264,210.      247,180.      MT  (+/- 180 meters Scaled)
 CK0084
 CK0084                          SUPERSEDED SURVEY CONTROL
 CK0084
 CK0084  NGVD 29 (??/??/92)   48.663  (m)          159.66   (f) ADJ UNCH    1 2
 CK0084
 CK0084.Superseded values are not recommended for survey control.
 CK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0084.See file dsdata.txt to determine how the superseded data were derived.
 CK0084
 CK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR374829(NAD 83)
 CK0084_MARKER: DR = REFERENCE MARK DISK
 CK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0084_STAMPING: BROOKLET NO 2 1950
 CK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0084+STABILITY: SURFACE MOTION
 CK0084
 CK0084  HISTORY     - Date     Condition        Report By
 CK0084  HISTORY     - 1950     MONUMENTED       CGS
 CK0084  HISTORY     - 1955     GOOD             NGS
 CK0084  HISTORY     - 1979     GOOD             NGS
 CK0084
 CK0084                          STATION DESCRIPTION
 CK0084
 CK0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0084'AT BROOKLET.
 CK0084'AT BROOKLET, ABOUT 0.1 MILE NORTHWEST OF THE FIRST BAPTIST
 CK0084'CHURCH, 33 FEET SOUTHWEST OF CENTER LINE OF A NARROW BLACK TOP
 CK0084'ROAD (FORMERLY THE OLD SAVANNAH AND STATESBORO RAILWAY), 63
 CK0084'FEET EAST OF EAST CORNER OF A WHITE FRAME HOUSE, 118 FEET
 CK0084'NORTH-NORTHWEST OF BM L 47 = RM BROOKLET, 6 FEET NORTHWEST OF A
 CK0084'TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE LINE, ABOUT 1/2 FOOT
 CK0084'ABOVE LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE
 CK0084'POST PROJECTING 4 INCHES.
 CK0084
 CK0084                          STATION RECOVERY (1979)
 CK0084
 CK0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0084'ADD-44.4 FT. NORTHEAST OF THE NORTH CORNER OF A ONE STORY BRICK FACE
 CK0084'HOUSE BELONGING TO J. WYNN, 42.7 FT. SOUTHWEST OF THE CENTERLINE OF
 CK0084'LANE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0083 ***********************************************************************
 CK0083  DESIGNATION -  BROOKLET=M 47
 CK0083  PID         -  CK0083
 CK0083  STATE/COUNTY-  GA/BULLOCH
 CK0083  USGS QUAD   -  BROOKLET (1978)
 CK0083
 CK0083                         *CURRENT SURVEY CONTROL
 CK0083  ___________________________________________________________________
 CK0083* NAD 83(1994)-  32 22 55.73818(N)    081 39 55.53117(W)     ADJUSTED  
 CK0083* NAVD 88     -        48.292  (meters)     158.44   (feet)  ADJUSTED  
 CK0083  ___________________________________________________________________
 CK0083  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CK0083  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK0083  DYNAMIC HT  -          48.237 (meters)     158.26  (feet)  COMP
 CK0083  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CK0083
 CK0083  HORZ ORDER  -  FIRST
 CK0083  VERT ORDER  -  FIRST     CLASS II
 CK0083
 CK0083.The horizontal coordinates were established by classical geodetic methods
 CK0083.and adjusted by the National Geodetic Survey in September 1997..
 CK0083
 CK0083.The orthometric height was determined by differential leveling
 CK0083.and adjusted by the National Geodetic Survey in June 1991..
 CK0083
 CK0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0083
 CK0083.The geoid height was determined by GEOID03.
 CK0083
 CK0083.The dynamic height is computed by dividing the NAVD 88
 CK0083.geopotential number by the normal gravity value computed on the
 CK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0083.degrees latitude (g = 980.6199 gals.).
 CK0083
 CK0083.The modeled gravity was interpolated from observed gravity values.
 CK0083
 CK0083;                    North         East     Units Scale Factor Converg.
 CK0083;SPC GA E     -   264,199.729   247,161.910   MT  0.99992742   +0 16 06.4
 CK0083;SPC GA E     -   866,795.28    810,897.03   sFT  0.99992742   +0 16 06.4
 CK0083;UTM  17      - 3,582,990.025   437,408.505   MT  0.99964831   -0 21 23.0
 CK0083
 CK0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0083!SPC GA E     -   0.99999716  x   0.99992742  =   0.99992458
 CK0083!UTM  17      -   0.99999716  x   0.99964831  =   0.99964547
 CK0083
 CK0083|---------------------------------------------------------------------|
 CK0083| PID    Reference Object                     Distance      Geod. Az  |
 CK0083|                                                           dddmmss.s |
 CK0083| CK4573 BROOKLET RM                          28.928 METERS 20344     |
 CK0083| CK4080 SHAW                                APPROX. 2.7 KM 3013427.4 |
 CK0083|---------------------------------------------------------------------|
 CK0083
 CK0083                          SUPERSEDED SURVEY CONTROL
 CK0083
 CK0083  NAD 83(1986)-  32 22 55.72047(N)    081 39 55.53565(W) AD(       ) 1
 CK0083  NAD 83(1986)-  32 22 55.74005(N)    081 39 55.52287(W) AD(       ) 1
 CK0083  NAD 27      -  32 22 55.08800(N)    081 39 56.11500(W) AD(       ) 1
 CK0083  NGVD 29 (??/??/92)   48.517  (m)          159.18   (f) ADJ UNCH    1 2
 CK0083
 CK0083.Superseded values are not recommended for survey control.
 CK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0083.See file dsdata.txt to determine how the superseded data were derived.
 CK0083
 CK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3740982990(NAD 83)
 CK0083_MARKER: DS = TRIANGULATION STATION DISK
 CK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0083
 CK0083  HISTORY     - Date     Condition        Report By
 CK0083  HISTORY     - 1918     MONUMENTED       CGS
 CK0083  HISTORY     - 1935     GOOD             CGS
 CK0083  HISTORY     - 1950     SEE DESCRIPTION  CGS
 CK0083  HISTORY     - 1979     SEE DESCRIPTION  NGS
 CK0083
 CK0083                          STATION DESCRIPTION
 CK0083
 CK0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CK0083'ABOUT 250 YARDS NORTHWEST FROM STATION AT BROOKLET, ON THE
 CK0083'OLD ABANDONED SAVANNAH AND STATESBORO RAILWAY, AT CURVE OF
 CK0083'RAILROAD BED, 25 FEET NORTH OF CENTER LINE OF BED.
 CK0083'REFERENCE MARK=L-47 IS ON OPPOSITE SIDE OF TRACK,
 CK0083'28.928 METERS (94.91 FEET) FROM STATION IN GRID AZIMUTH 23 DEG
 CK0083'28 MIN.
 CK0083
 CK0083                          STATION RECOVERY (1950)
 CK0083
 CK0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0083'THE SURFACE MARK WAS RECOVERED UPROOTED AND DISPLACED.  THE
 CK0083'SUBSURFACE MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 CK0083'CONDITION.  A NEW SURFACE STATION MARK WAS SET A LITTLE UNDERGROUND
 CK0083'AN A NEW REFERENCE MARK 2 WAS ALSO SET.
 CK0083'
 CK0083'THE STATION IS ONE BLOCK W OF THE MAIN STREET IN BROOKLET,
 CK0083'ONE BLOCK N OF THE BROOKLET CONSOLIDATED SCHOOL, 10 FEET N OF THE
 CK0083'CENTER LINE OF ONE STREET, AND 10 FEET E OF THE CENTER LINE OF
 CK0083'ANOTHER.  STATION MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CK0083'SURFACE MARK IS 8 INCHES UNDERGROUND AND DISK IS STAMPED
 CK0083'BROOKLET 1918 1950.
 CK0083'
 CK0083'R.M. 1 IS 28.946 METERS (94.97 FEET) DISTANT IN GRID AZIMUTH
 CK0083'23 DEG 28 MIN FROM THE STATION, 84 FEET S OF THE CENTER LINE OF
 CK0083'ONE STREET, 13.5 FEET E OF THE CENTER LINE OF ANOTHER, AND
 CK0083'0.1 FOOT HIGHER THAN THE NEAREST POINT IN THE CENTER OF THE
 CK0083'STREET.  IT IS A STANDARD REFERENCE DISK SET IN CONCRETE,
 CK0083'PROJECTING 1 INCH, AND IS STAMPED BROOKLET L 47 1918 ELEV.
 CK0083'159.494.
 CK0083'
 CK0083'R.M. 2 IS 29.318 METERS (96.19 FEET) DISTANT IN GRID AZIMUTH
 CK0083'99 DEG 48 MIN FROM THE STATION, 83 FEET W OF THE CENTER LINE
 CK0083'OF ONE STREET, 26 FEET S OF THE CENTER LINE OF ANOTHER, AND 1
 CK0083'FOOT N OF A WIRE FENCE.  IT IS A STANDARD REFERENCE DISK SET
 CK0083'IN CONCRETE, PROJECTING 6 INCHES, AND IS STAMPED BROOKLET NO.
 CK0083'2 1950.
 CK0083
 CK0083                          STATION RECOVERY (1979)
 CK0083
 CK0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK0083'STATION MARK WAS NOT RECOVERED.  A MEMBER OF THE TOWN COUNCIL STATED
 CK0083'THAT THE MARK IS PRESERVED UNDER THE PAVEMENT OF A TOWN
 CK0083'STREET.  REFERENCE MARK 1 WAS FOUND TO HAVE BEEN MOVED FROM ITS
 CK0083'ORIGINAL LOCATION DURING STREET PAVING AND SET IN THE GROUND ADJACENT
 CK0083'TO REFERENCE MARK 2.  PROPERTY OWNER STATED THAT THIS MARK IS IN THE
 CK0083'PROCESS OF BEING REMOVED.  REFERENCE MARK 2 WAS FOUND IN GOOD
 CK0083'CONDITION IN THE FRONTLAWN OF A PRIVATE RESIDENCE.
 CK0083'
 CK0083'STATION IS LOCATED IN THE BROOKLET COMMUNITY, UNDERNEATH LANE
 CK0083'STREET, WHICH IS THE OLD RAILROAD BED, ABOUT 0.15 MILE FROM THE
 CK0083'BUSINESS DISTRICT OF THE COMMUNITY.
 CK0083'
 CK0083'TO REACH FROM THE POST OFFICE IN BROOKLET, GO NORTHERLY ON PARKER
 CK0083'STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT, WEST, ON LANE
 CK0083'STREET FOR 0.2 MILE TO THE REFERENCE MARK ON THE LEFT.
 CK0083'
 CK0083'REFERENCE MARK, A STANDARD DISK STAMPED---BROOKLET NO 2 1950---
 CK0083'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 1
 CK0083'INCH.  IT IS 27 FEET SOUTH OF THE SOUTH CURB OF LANE STREET, 92.5
 CK0083'FEET WEST OF THE CENTER OF BLAND STREET, 15 FEET EAST OF A DIRT
 CK0083'DRIVEWAY TO A BRICK AND CINDERBLOCK HOUSE, 44.5 FEET NORTH OF THE
 CK0083'NORTHWEST CORNER OF THE HOUSE, 3 FEET EAST OF THE EXTENDED WEST WALL
 CK0083'OF HOUSE, AND 40 FEET SOUTHEAST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1842 ***********************************************************************
 CM1842  DESIGNATION -  BROOKLYN
 CM1842  PID         -  CM1842
 CM1842  STATE/COUNTY-  GA/STEWART
 CM1842  USGS QUAD   -  BROOKLYN (1973)
 CM1842
 CM1842                         *CURRENT SURVEY CONTROL
 CM1842  ___________________________________________________________________
 CM1842* NAD 83(1994)-  32 11 16.11524(N)    084 41 49.15987(W)     ADJUSTED  
 CM1842* NAVD 88     -       213.22   (+/-2cm)     699.5    (feet)  VERTCON   
 CM1842  ___________________________________________________________________
 CM1842  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CM1842  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM1842
 CM1842  HORZ ORDER  -  FIRST
 CM1842  VERT ORDER  -  THIRD ? (See Below)
 CM1842
 CM1842.The horizontal coordinates were established by classical geodetic methods
 CM1842.and adjusted by the National Geodetic Survey in September 1997..
 CM1842
 CM1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1842.The vertical order pertains to the NGVD 29 superseded value.
 CM1842
 CM1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1842
 CM1842.The geoid height was determined by GEOID03.
 CM1842
 CM1842;                    North         East     Units Scale Factor Converg.
 CM1842;SPC GA W     -   242,663.995   649,995.296   MT  0.99993083   -0 16 57.0
 CM1842;SPC GA W     -   796,140.12  2,132,526.23   sFT  0.99993083   -0 16 57.0
 CM1842;UTM  16      - 3,563,578.454   717,112.608   MT  1.00018134   +1 13 38.2
 CM1842
 CM1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1842!SPC GA W     -   0.99997062  x   0.99993083  =   0.99990145
 CM1842!UTM  16      -   0.99997062  x   1.00018134  =   1.00015196
 CM1842
 CM1842|---------------------------------------------------------------------|
 CM1842| PID    Reference Object                     Distance      Geod. Az  |
 CM1842|                                                           dddmmss.s |
 CM1842| CM1844 BROOKLYN A                          392.287 METERS 00848     |
 CM1842| CY8111 BROOKLYN RM                          20.580 METERS 03753     |
 CM1842| CM1749 BUENA VISTA MUNICIPAL TANK          APPROX.22.1 KM 0492023.4 |
 CM1842| CM1843 CHURCH STEEPLE                      211.426 METERS 17148     |
 CM1842| CM1856 PIERSON                             APPROX. 0.6 KM 3230539.8 |
 CM1842|---------------------------------------------------------------------|
 CM1842
 CM1842                          SUPERSEDED SURVEY CONTROL
 CM1842
 CM1842  NAD 83(1994)-  32 11 16.12031(N)    084 41 49.15951(W) AD(       ) 1
 CM1842  NAD 83(1986)-  32 11 16.12033(N)    084 41 49.15970(W) AD(       ) 1
 CM1842  NAD 27      -  32 11 15.56900(N)    084 41 49.44800(W) AD(       ) 1
 CM1842  NGVD 29 (07/19/86)  213.26   (m)          699.7    (f) LEVELING    3  
 CM1842
 CM1842.Superseded values are not recommended for survey control.
 CM1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1842.See file dsdata.txt to determine how the superseded data were derived.
 CM1842
 CM1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1711363578(NAD 83)
 CM1842_MARKER: DS = TRIANGULATION STATION DISK
 CM1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1842
 CM1842  HISTORY     - Date     Condition        Report By
 CM1842  HISTORY     - 1917     MONUMENTED       CGS
 CM1842  HISTORY     - 1919     GOOD             CGS
 CM1842  HISTORY     - 1922     GOOD             CGS
 CM1842  HISTORY     - 1932     GOOD             CGS
 CM1842  HISTORY     - 1933     GOOD             CGS
 CM1842  HISTORY     - 1935     GOOD             CGS
 CM1842
 CM1842                          STATION DESCRIPTION
 CM1842
 CM1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1842'STATION IS ON THE SEABOARD AIR LINE RIGHT-OF-WAY, ON THE E
 CM1842'SIDE OF THE CUT THROUGH THE HILL AT MILEPOST 31, 2 MILES N OF
 CM1842'THE BROOKLYN RAILWAY STATION, ABOUT 6 METERS E OF THE E RAIL
 CM1842'OF THE MAIN TRACK, AND ABOUT 6 METERS ABOVE THE RAIL, 40 METERS
 CM1842'S OF MILEPOST 31.
 CM1842'
 CM1842'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CM1842'UNDERGROUND MARK IS A BLOCK OF CONCRETE
 CM1842'BELOW THE GROUND CONTAINING A GLASS BOTTLE.
 CM1842'REFERENCE MARK IS A NAIL OR BOLT IN A MOUND OF CONCRETE,
 CM1842'ON THE SAME SIDE OF THE CUT AS THE STATION, 30 METERS SE OF
 CM1842'MILEPOST 31, AND ABOUT 10 METERS E OF THE E RAIL OF THE TRACK.
 CM1842'
 CM1842'HEIGHT OF SIGNAL ABOVE STATION MARK - 10 FEET.
 CM1842
 CM1842                          STATION RECOVERY (1919)
 CM1842
 CM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (EOH)
 CM1842'IT IS 1-1/2 MILES N OF BROOKLYN RAILWAY STATION INSTEAD OF
 CM1842'TWO MILES.
 CM1842
 CM1842                          STATION RECOVERY (1922)
 CM1842
 CM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (ECS)
 CM1842'ORIGINAL DESCRIPTION CORRECT, EXCEPT IT IS OPPOSITE MILEPOST
 CM1842'31.  REFERENCE MARK IS MOUND WITH DISK.
 CM1842
 CM1842                          STATION RECOVERY (1932)
 CM1842
 CM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB)
 CM1842'ALL MARKS RECOVERED.  THE STATION MARK IS NEARLY ABREAST OF
 CM1842'MILEPOST 31, AND THE REFERENCE MARK IS ABOUT 30 METERS NE
 CM1842'OF THE MILEPOST, AND 20.68 METERS N OF THE STATION MARK.
 CM1842
 CM1842                          STATION RECOVERY (1933)
 CM1842
 CM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 CM1842'STATION WAS RECOVERED AND THE MARKS FOUND IN GOOD CONDITION.
 CM1842'
 CM1842'THIS STATION IS ON THE RIGHT-OF-WAY OF THE SEABOARD AIR LINE
 CM1842'RAILWAY, ON THE E SIDE OF THE CUT THROUGH THE HILL AT MILEPOST
 CM1842'31, 1-1/2 MILES N OF BROOKLYN RAILWAY STATION, ABOUT 6 METERS
 CM1842'E OF THE E RAIL AND ABOUT AS FAR ABOVE THE TRACK, ALMOST
 CM1842'DIRECTLY OPPOSITE MILEPOST 31.
 CM1842'
 CM1842'THE REFERENCE MARK WAS RECOVERED AND IS N OF THE STATION,
 CM1842'ON THE SAME SIDE OF THE TRACK, AND ABOUT 10 METERS E OF THE E
 CM1842'RAIL.  THE MEASURED DISTANCE WAS FOUND TO BE 20.58 METERS
 CM1842'INSTEAD OF 20.68 METERS.
 CM1842'
 CM1842'STATION PIERSON WAS ESTABLISHED ABOUT 1/4 MILE NW OF THIS
 CM1842'STATION AND IS AN AZIMUTH MARK FROM BROOKLYN.  A FOUR-FOOT
 CM1842'STAND WAS BUILT AND THE STATION OCCUPIED, AND TIED IN FROM
 CM1842'STATIONS PIERSON AND RENFROE.
 CM1842'
 CM1842'REACHED BY FOLLOWING STATE HIGHWAY 55, 1.1 MILES N FROM
 CM1842'BROOKLYN RAILWAY STATION, TURN E, CROSS RAILROAD TRACK, AND
 CM1842'GO N ALONG E SIDE OF TRACK FOR ABOUT 300 METERS TO STATION.
 CM1842
 CM1842                          STATION RECOVERY (1935)
 CM1842
 CM1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EHP)
 CM1842'OCCUPIED AS A TRIANGULATION STATION IN 1933.  SEE DESCRIPTION
 CM1842'THEREOF.  (COLUMBUS TO TALLAHASSEE ARC).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1844 ***********************************************************************
 CM1844  DESIGNATION -  BROOKLYN A
 CM1844  PID         -  CM1844
 CM1844  STATE/COUNTY-  GA/STEWART
 CM1844  USGS QUAD   -  BROOKLYN (1973)
 CM1844
 CM1844                         *CURRENT SURVEY CONTROL
 CM1844  ___________________________________________________________________
 CM1844* NAD 83(1994)-  32 11 28.70073(N)    084 41 46.86860(W)     ADJUSTED  
 CM1844* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 CM1844  ___________________________________________________________________
 CM1844  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CM1844  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM1844
 CM1844  HORZ ORDER  -  FIRST
 CM1844
 CM1844.The horizontal coordinates were established by classical geodetic methods
 CM1844.and adjusted by the National Geodetic Survey in September 1997..
 CM1844
 CM1844.The orthometric height was scaled from a topographic map.
 CM1844
 CM1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1844
 CM1844.The geoid height was determined by GEOID03.
 CM1844
 CM1844;                    North         East     Units Scale Factor Converg.
 CM1844;SPC GA W     -   243,051.336   650,057.219   MT  0.99993075   -0 16 55.9
 CM1844;SPC GA W     -   797,410.92  2,132,729.39   sFT  0.99993075   -0 16 55.9
 CM1844;UTM  16      - 3,563,967.390   717,164.316   MT  1.00018162   +1 13 39.9
 CM1844
 CM1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1844!SPC GA W     -   0.99997537  x   0.99993075  =   0.99990612
 CM1844!UTM  16      -   0.99997537  x   1.00018162  =   1.00015699
 CM1844
 CM1844|---------------------------------------------------------------------|
 CM1844| PID    Reference Object                     Distance      Geod. Az  |
 CM1844|                                                           dddmmss.s |
 CM1844| CM1842 BROOKLYN                            392.287 METERS 18848     |
 CM1844| CY8112 BROOKLYN A RM                        15.570 METERS 27057     |
 CM1844|---------------------------------------------------------------------|
 CM1844
 CM1844                          SUPERSEDED SURVEY CONTROL
 CM1844
 CM1844  NAD 83(1994)-  32 11 28.70577(N)    084 41 46.86821(W) AD(       ) 1
 CM1844  NAD 83(1986)-  32 11 28.70575(N)    084 41 46.86842(W) AD(       ) 1
 CM1844  NAD 27      -  32 11 28.15500(N)    084 41 47.15700(W) AD(       ) 1
 CM1844
 CM1844.Superseded values are not recommended for survey control.
 CM1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1844.See file dsdata.txt to determine how the superseded data were derived.
 CM1844
 CM1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1716463967(NAD 83)
 CM1844_MARKER: DS = TRIANGULATION STATION DISK
 CM1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1844
 CM1844  HISTORY     - Date     Condition        Report By
 CM1844  HISTORY     - 1917     MONUMENTED       CGS
 CM1844
 CM1844                          STATION DESCRIPTION
 CM1844
 CM1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1844'ABOUT 1-3/4 MILES NORTH ALONG SEABOARD AIR LINE RAILWAY FROM
 CM1844'BROOKLYN DEPOT, 1/8 MILE NORTH OF MILEPOST 31, ON THE PROLONGATION OF
 CM1844'THE NORTHERN TANGENT TO THE CURVE OF EAST RAIL OF MAIN TRACK AND 100
 CM1844'METERS (328 FEET) FROM POINT OF TANGENCY, 18 FEET EAST OF EAST RAIL.
 CM1844'SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1844'REFERENCE MARK IS A BOLT IN CONCRETE MOUND, 8 METERS (26 FEET) WEST
 CM1844'OF WEST RAIL, AND 15.57 METERS (51.1 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1855 ***********************************************************************
 CM1855  DESIGNATION -  BROOKLYN B 1917
 CM1855  PID         -  CM1855
 CM1855  STATE/COUNTY-  GA/STEWART
 CM1855  USGS QUAD   -  BROOKLYN (1973)
 CM1855
 CM1855                         *CURRENT SURVEY CONTROL
 CM1855  ___________________________________________________________________
 CM1855* NAD 83(1994)-  32 11 59.34881(N)    084 42 03.28655(W)     ADJUSTED  
 CM1855* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 CM1855  ___________________________________________________________________
 CM1855  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CM1855  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM1855
 CM1855  HORZ ORDER  -  FIRST
 CM1855
 CM1855.The horizontal coordinates were established by classical geodetic methods
 CM1855.and adjusted by the National Geodetic Survey in September 1997..
 CM1855
 CM1855.The orthometric height was scaled from a topographic map.
 CM1855
 CM1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1855
 CM1855.The geoid height was determined by GEOID03.
 CM1855
 CM1855;                    North         East     Units Scale Factor Converg.
 CM1855;SPC GA W     -   243,997.435   649,631.901   MT  0.99993128   -0 17 04.9
 CM1855;SPC GA W     -   800,514.92  2,131,334.00   sFT  0.99993128   -0 17 04.9
 CM1855;UTM  16      - 3,564,902.185   716,714.101   MT  1.00017921   +1 13 32.2
 CM1855
 CM1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1855!SPC GA W     -   0.99997537  x   0.99993128  =   0.99990665
 CM1855!UTM  16      -   0.99997537  x   1.00017921  =   1.00015458
 CM1855
 CM1855:                Primary Azimuth Mark                     Grid Az
 CM1855:SPC GA W     -  BROOKLYN A                               155 47 37.6
 CM1855:UTM  16      -  BROOKLYN A                               154 17 00.5
 CM1855
 CM1855|---------------------------------------------------------------------|
 CM1855| PID    Reference Object                     Distance      Geod. Az  |
 CM1855|                                                           dddmmss.s |
 CM1855| CM1844 BROOKLYN A                          APPROX. 1.0 KM 1553032.7 |
 CM1855|---------------------------------------------------------------------|
 CM1855
 CM1855                          SUPERSEDED SURVEY CONTROL
 CM1855
 CM1855  NAD 83(1994)-  32 11 59.35381(N)    084 42 03.28611(W) AD(       ) 1
 CM1855  NAD 83(1986)-  32 11 59.35380(N)    084 42 03.28633(W) AD(       ) 1
 CM1855  NAD 27      -  32 11 58.80400(N)    084 42 03.57300(W) AD(       ) 1
 CM1855
 CM1855.Superseded values are not recommended for survey control.
 CM1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1855.See file dsdata.txt to determine how the superseded data were derived.
 CM1855
 CM1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1671464902(NAD 83)
 CM1855_MARKER: N = NAIL
 CM1855_SETTING: 0 = UNSPECIFIED SETTING
 CM1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1855
 CM1855  HISTORY     - Date     Condition        Report By
 CM1855  HISTORY     - 1917     MONUMENTED       CGS
 CM1855  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM1855
 CM1855                          STATION DESCRIPTION
 CM1855
 CM1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1855'ABOUT 2 MILES SOUTH ALONG SEABOARD AIR LINE RAILWAY FROM RENFROE
 CM1855'DEPOT, 250 METERS (820 FEET) SOUTH OF MILEPOST 30, AT INTERSECTION OF
 CM1855'PROLONGATION OF SOUTHERN TANGENT OF EAST RAIL OF MAIN TRACK AND
 CM1855'NORTHERN TANGENT OF WEST RAIL, 0.42 METER (1.4 FEET) WEST OF WEST
 CM1855'RAIL.  STATION IS A NAIL DRIVEN IN A 2-INCH BY 4-INCH SET IN
 CM1855'CONCRETE.
 CM1855
 CM1855                          STATION RECOVERY (1973)
 CM1855
 CM1855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (HPF)
 CM1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1860 ***********************************************************************
 CM1860  DESIGNATION -  BROOKLYN C
 CM1860  PID         -  CM1860
 CM1860  STATE/COUNTY-  GA/STEWART
 CM1860  USGS QUAD   -  BROOKLYN (1973)
 CM1860
 CM1860                         *CURRENT SURVEY CONTROL
 CM1860  ___________________________________________________________________
 CM1860* NAD 83(1994)-  32 13 01.04950(N)    084 42 31.84937(W)     ADJUSTED  
 CM1860* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CM1860  ___________________________________________________________________
 CM1860  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CM1860  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM1860
 CM1860  HORZ ORDER  -  FIRST
 CM1860
 CM1860.The horizontal coordinates were established by classical geodetic methods
 CM1860.and adjusted by the National Geodetic Survey in September 1997..
 CM1860
 CM1860.The orthometric height was scaled from a topographic map.
 CM1860
 CM1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1860
 CM1860.The geoid height was determined by GEOID03.
 CM1860
 CM1860;                    North         East     Units Scale Factor Converg.
 CM1860;SPC GA W     -   245,901.587   648,893.458   MT  0.99993220   -0 17 20.6
 CM1860;SPC GA W     -   806,762.12  2,128,911.29   sFT  0.99993220   -0 17 20.6
 CM1860;UTM  16      - 3,566,786.670   715,925.522   MT  1.00017500   +1 13 19.0
 CM1860
 CM1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1860!SPC GA W     -   0.99997773  x   0.99993220  =   0.99990993
 CM1860!UTM  16      -   0.99997773  x   1.00017500  =   1.00015272
 CM1860
 CM1860:                Primary Azimuth Mark                     Grid Az
 CM1860:SPC GA W     -  BROOKLYN B 1917                          158 48 12.4
 CM1860:UTM  16      -  BROOKLYN B 1917                          157 17 32.8
 CM1860
 CM1860|---------------------------------------------------------------------|
 CM1860| PID    Reference Object                     Distance      Geod. Az  |
 CM1860|                                                           dddmmss.s |
 CM1860| CM1855 BROOKLYN B 1917                     APPROX. 2.0 KM 1583051.8 |
 CM1860| CY8113 BROOKLYN C RM                        12.910 METERS 24956     |
 CM1860| CM1859 BROOKLYN D                          322.224 METERS 35326     |
 CM1860|---------------------------------------------------------------------|
 CM1860
 CM1860                          SUPERSEDED SURVEY CONTROL
 CM1860
 CM1860  NAD 83(1994)-  32 13 01.05444(N)    084 42 31.84885(W) AD(       ) 1
 CM1860  NAD 83(1986)-  32 13 01.05438(N)    084 42 31.84909(W) AD(       ) 1
 CM1860  NAD 27      -  32 13 00.50700(N)    084 42 32.13400(W) AD(       ) 1
 CM1860
 CM1860.Superseded values are not recommended for survey control.
 CM1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1860.See file dsdata.txt to determine how the superseded data were derived.
 CM1860
 CM1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1592666787(NAD 83)
 CM1860_MARKER: DS = TRIANGULATION STATION DISK
 CM1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1860
 CM1860  HISTORY     - Date     Condition        Report By
 CM1860  HISTORY     - 1917     MONUMENTED       CGS
 CM1860
 CM1860                          STATION DESCRIPTION
 CM1860
 CM1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1860'ABOUT 7/8 MILE SOUTH ALONG SEABOARD AIR LINE RAILWAY FROM RENFROE
 CM1860'DEPOT, AT THE CURVE 250 METERS (820 FEET) NORTH OF MILEPOST 29, ON
 CM1860'THE PROLONGATION OF SOUTHERN TANGENT TO THE CURVE OF THE WEST RAIL
 CM1860'OF THE MAIN TRACK AND 25 METERS (82 FEET) FROM POINT OF TANGENCY,
 CM1860'50 METERS (164 FEET) SOUTH FROM PUBLIC ROAD CROSSING, 1.69 METERS
 CM1860'(5.5 FEET) WEST OF WEST RAIL OF MAIN TRACK.  SURFACE AND UNDERGROUND
 CM1860'MARKS ARE SET.  REFERENCE MARK, A BOLT IN
 CM1860'CONCRETE MOUND, IS 50 METERS (164 FEET) SOUTH FROM THE ROAD CROSSING,
 CM1860'14.6 METERS (48 FEET) WEST OF WEST RAIL OF MAIN TRACK AND 12.91
 CM1860'METERS (42.4 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1859 ***********************************************************************
 CM1859  DESIGNATION -  BROOKLYN D
 CM1859  PID         -  CM1859
 CM1859  STATE/COUNTY-  GA/STEWART
 CM1859  USGS QUAD   -  BROOKLYN (1973)
 CM1859
 CM1859                         *CURRENT SURVEY CONTROL
 CM1859  ___________________________________________________________________
 CM1859* NAD 83(1994)-  32 13 11.44177(N)    084 42 33.25585(W)     ADJUSTED  
 CM1859* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 CM1859  ___________________________________________________________________
 CM1859  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CM1859  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CM1859
 CM1859  HORZ ORDER  -  FIRST
 CM1859
 CM1859.The horizontal coordinates were established by classical geodetic methods
 CM1859.and adjusted by the National Geodetic Survey in September 1997..
 CM1859
 CM1859.The orthometric height was scaled from a topographic map.
 CM1859
 CM1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1859
 CM1859.The geoid height was determined by GEOID03.
 CM1859
 CM1859;                    North         East     Units Scale Factor Converg.
 CM1859;SPC GA W     -   246,221.859   648,858.247   MT  0.99993224   -0 17 21.4
 CM1859;SPC GA W     -   807,812.88  2,128,795.77   sFT  0.99993224   -0 17 21.4
 CM1859;UTM  16      - 3,567,105.980   715,881.867   MT  1.00017477   +1 13 18.6
 CM1859
 CM1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1859!SPC GA W     -   0.99997537  x   0.99993224  =   0.99990762
 CM1859!UTM  16      -   0.99997537  x   1.00017477  =   1.00015014
 CM1859
 CM1859|---------------------------------------------------------------------|
 CM1859| PID    Reference Object                     Distance      Geod. Az  |
 CM1859|                                                           dddmmss.s |
 CM1859| CY8114 BROOKLYN D RM                        16.630 METERS 05630     |
 CM1859| CM1860 BROOKLYN C                          322.224 METERS 17326     |
 CM1859| CM1863 BROOKLYN E                          340.351 METERS 33317     |
 CM1859|---------------------------------------------------------------------|
 CM1859
 CM1859                          SUPERSEDED SURVEY CONTROL
 CM1859
 CM1859  NAD 83(1994)-  32 13 11.44670(N)    084 42 33.25532(W) AD(       ) 1
 CM1859  NAD 83(1986)-  32 13 11.44662(N)    084 42 33.25556(W) AD(       ) 1
 CM1859  NAD 27      -  32 13 10.90000(N)    084 42 33.54000(W) AD(       ) 1
 CM1859
 CM1859.Superseded values are not recommended for survey control.
 CM1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1859.See file dsdata.txt to determine how the superseded data were derived.
 CM1859
 CM1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1588267106(NAD 83)
 CM1859_MARKER: DS = TRIANGULATION STATION DISK
 CM1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1859
 CM1859  HISTORY     - Date     Condition        Report By
 CM1859  HISTORY     - 1917     MONUMENTED       CGS
 CM1859  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM1859
 CM1859                          STATION DESCRIPTION
 CM1859
 CM1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1859'ABOUT 3/4 MILE SOUTH ALONG SEABOARD AIR LINE RAILWAY FROM RENFROE
 CM1859'DEPOT, 11.5 METERS (38 FEET) WEST FROM CENTER OF A PUBLIC ROAD, ON
 CM1859'NORTHERN TANGENT OF WEST RAIL, 3.12 METERS (10.2 FEET) EAST OF EAST
 CM1859'RAIL OF MAIN TRACK.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1859'STATION MARK IS 3 FEET BELOW RAIL.  REFERENCE
 CM1859'MARK, A BOLT IN A CONCRETE MOUND, IS 5 METERS (16 FEET) EAST FROM
 CM1859'CENTER OF PUBLIC ROAD, 20.1 METERS (66 FEET) EAST OF EAST RAIL OF
 CM1859'MAIN TRACK, AND 16.63 METERS (54.6 FEET) FROM STATION.
 CM1859
 CM1859                          STATION RECOVERY (1973)
 CM1859
 CM1859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (HPF)
 CM1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1863 ***********************************************************************
 CM1863  DESIGNATION -  BROOKLYN E
 CM1863  PID         -  CM1863
 CM1863  STATE/COUNTY-  GA/STEWART
 CM1863  USGS QUAD   -  BROOKLYN (1973)
 CM1863
 CM1863                         *CURRENT SURVEY CONTROL
 CM1863  ___________________________________________________________________
 CM1863* NAD 83(1994)-  32 13 21.31159(N)    084 42 39.09915(W)     ADJUSTED  
 CM1863* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CM1863  ___________________________________________________________________
 CM1863  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CM1863  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CM1863
 CM1863  HORZ ORDER  -  FIRST
 CM1863
 CM1863.The horizontal coordinates were established by classical geodetic methods
 CM1863.and adjusted by the National Geodetic Survey in September 1997..
 CM1863
 CM1863.The orthometric height was scaled from a topographic map.
 CM1863
 CM1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1863
 CM1863.The geoid height was determined by GEOID03.
 CM1863
 CM1863;                    North         East     Units Scale Factor Converg.
 CM1863;SPC GA W     -   246,526.628   648,706.790   MT  0.99993243   -0 17 24.6
 CM1863;SPC GA W     -   808,812.78  2,128,298.86   sFT  0.99993243   -0 17 24.6
 CM1863;UTM  16      - 3,567,406.721   715,722.387   MT  1.00017392   +1 13 15.8
 CM1863
 CM1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1863!SPC GA W     -   0.99997490  x   0.99993243  =   0.99990734
 CM1863!UTM  16      -   0.99997490  x   1.00017392  =   1.00014882
 CM1863
 CM1863|---------------------------------------------------------------------|
 CM1863| PID    Reference Object                     Distance      Geod. Az  |
 CM1863|                                                           dddmmss.s |
 CM1863| CM1859 BROOKLYN D                          340.351 METERS 15317     |
 CM1863| CY8115 BROOKLYN E RM                        28.020 METERS 34826     |
 CM1863| CM1861 RENFROE A                           APPROX. 1.4 KM 3534009.2 |
 CM1863| CM1862 BROOKLYN F 1917                     APPROX. 0.6 KM 3534208.2 |
 CM1863|---------------------------------------------------------------------|
 CM1863
 CM1863                          SUPERSEDED SURVEY CONTROL
 CM1863
 CM1863  NAD 83(1994)-  32 13 21.31650(N)    084 42 39.09859(W) AD(       ) 1
 CM1863  NAD 83(1986)-  32 13 21.31641(N)    084 42 39.09882(W) AD(       ) 1
 CM1863  NAD 27      -  32 13 20.77000(N)    084 42 39.38300(W) AD(       ) 1
 CM1863
 CM1863.Superseded values are not recommended for survey control.
 CM1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1863.See file dsdata.txt to determine how the superseded data were derived.
 CM1863
 CM1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1572267407(NAD 83)
 CM1863_MARKER: DS = TRIANGULATION STATION DISK
 CM1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1863
 CM1863  HISTORY     - Date     Condition        Report By
 CM1863  HISTORY     - 1917     MONUMENTED       CGS
 CM1863  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM1863
 CM1863                          STATION DESCRIPTION
 CM1863
 CM1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1863'AT THE FIRST CURVE 1/2 MILE SOUTH FROM RENFROE DEPOT, ALONG THE
 CM1863'SEABOARD AIR LINE RAILWAY, ON THE PROLONGATION OF THE NORTHERN
 CM1863'TANGENT TO THE EAST RAIL OF MAIN TRACK AND ABOUT 150 METERS (492
 CM1863'FEET) FROM POINT OF TANGENCY, 50 METERS (164 FEET) SOUTH FROM A
 CM1863'PUBLIC ROAD CROSSING, 12.7 METERS (42 FEET) WEST OF WEST RAIL, AND
 CM1863'10 FEET ABOVE TRACK.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1863'REFERENCE MARK, A BOLT IN A CONCRETE MOUND, IS
 CM1863'22 METERS (72 FEET) SOUTH FROM THE PUBLIC ROAD CROSSING, 9.6
 CM1863'METERS (31 FEET) WEST OF WEST RAIL OF MAIN TRACK, 1.7 METERS (6
 CM1863'FEET) WEST FROM A TELEPHONE POLE, AND 28.02 METERS (91.9 FEET) FROM
 CM1863'STATION.
 CM1863
 CM1863                          STATION RECOVERY (1973)
 CM1863
 CM1863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (HPF)
 CM1863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1862 ***********************************************************************
 CM1862  DESIGNATION -  BROOKLYN F 1917
 CM1862  PID         -  CM1862
 CM1862  STATE/COUNTY-  GA/STEWART
 CM1862  USGS QUAD   -  BROOKLYN (1973)
 CM1862
 CM1862                         *CURRENT SURVEY CONTROL
 CM1862  ___________________________________________________________________
 CM1862* NAD 83(1994)-  32 13 39.29506(N)    084 42 41.43401(W)     ADJUSTED  
 CM1862* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 CM1862  ___________________________________________________________________
 CM1862  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CM1862  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CM1862
 CM1862  HORZ ORDER  -  FIRST
 CM1862
 CM1862.The horizontal coordinates were established by classical geodetic methods
 CM1862.and adjusted by the National Geodetic Survey in September 1997..
 CM1862
 CM1862.The orthometric height was scaled from a topographic map.
 CM1862
 CM1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1862
 CM1862.The geoid height was determined by GEOID03.
 CM1862
 CM1862;                    North         East     Units Scale Factor Converg.
 CM1862;SPC GA W     -   247,080.838   648,648.467   MT  0.99993251   -0 17 26.0
 CM1862;SPC GA W     -   810,631.05  2,128,107.51   sFT  0.99993251   -0 17 26.0
 CM1862;UTM  16      - 3,567,959.334   715,649.449   MT  1.00017353   +1 13 15.2
 CM1862
 CM1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1862!SPC GA W     -   0.99997490  x   0.99993251  =   0.99990742
 CM1862!UTM  16      -   0.99997490  x   1.00017353  =   1.00014843
 CM1862
 CM1862:                Primary Azimuth Mark                     Grid Az
 CM1862:SPC GA W     -  BROOKLYN E                               173 59 33.0
 CM1862:UTM  16      -  BROOKLYN E                               172 28 51.8
 CM1862
 CM1862|---------------------------------------------------------------------|
 CM1862| PID    Reference Object                     Distance      Geod. Az  |
 CM1862|                                                           dddmmss.s |
 CM1862| CM1863 BROOKLYN E                          APPROX. 0.6 KM 1734207.0 |
 CM1862| CM1861 RENFROE A                           APPROX. 0.8 KM 3533844.4 |
 CM1862|---------------------------------------------------------------------|
 CM1862
 CM1862                          SUPERSEDED SURVEY CONTROL
 CM1862
 CM1862  NAD 83(1994)-  32 13 39.29996(N)    084 42 41.43344(W) AD(       ) 1
 CM1862  NAD 83(1986)-  32 13 39.29997(N)    084 42 41.43365(W) AD(       ) 1
 CM1862  NAD 27      -  32 13 38.75300(N)    084 42 41.71700(W) AD(       ) 1
 CM1862
 CM1862.Superseded values are not recommended for survey control.
 CM1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1862.See file dsdata.txt to determine how the superseded data were derived.
 CM1862
 CM1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1564967959(NAD 83)
 CM1862_MARKER: X = CHISELED CROSS
 CM1862_SETTING: 0 = UNSPECIFIED SETTING
 CM1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1862
 CM1862  HISTORY     - Date     Condition        Report By
 CM1862  HISTORY     - 1917     MONUMENTED       CGS
 CM1862  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM1862
 CM1862                          STATION DESCRIPTION
 CM1862
 CM1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1862'ABOUT 350 METERS (1148 FEET) SOUTH OF RENFROE DEPOT ON THE SEABOARD
 CM1862'AIR LINE RAILWAY RIGHT-OF-WAY, 9.45 METERS (31.0 FEET) SOUTH OF
 CM1862'SWITCH STAND AT THE SOUTH END OF THE HOUSE TRACK. STATION IS MARKED
 CM1862'BY A CROSS CUT WITH A FILE ON NORTH RAIL OF MAIN TRACK.  IN 1922 THE
 CM1862'CROSS COULD NOT BE LOCATED.
 CM1862
 CM1862                          STATION RECOVERY (1973)
 CM1862
 CM1862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (HPF)
 CM1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1871 ***********************************************************************
 CM1871  DESIGNATION -  BROOKLYN S GA GAS MICROWAVE
 CM1871  PID         -  CM1871
 CM1871  STATE/COUNTY-  GA/STEWART
 CM1871  USGS QUAD   -  BROOKLYN (1973)
 CM1871
 CM1871                         *CURRENT SURVEY CONTROL
 CM1871  ___________________________________________________________________
 CM1871* NAD 83(1994)-  32 11 14.16501(N)    084 41 53.71527(W)     ADJUSTED  
 CM1871* NAVD 88     -                                                        
 CM1871  ___________________________________________________________________
 CM1871  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CM1871  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM1871
 CM1871  HORZ ORDER  -  THIRD
 CM1871
 CM1871.The horizontal coordinates were established by classical geodetic methods
 CM1871.and adjusted by the National Geodetic Survey in September 1997..
 CM1871
 CM1871
 CM1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1871
 CM1871.The geoid height was determined by GEOID03.
 CM1871
 CM1871;                    North         East     Units Scale Factor Converg.
 CM1871;SPC GA W     -   242,604.516   649,875.683   MT  0.99993097   -0 16 59.4
 CM1871;SPC GA W     -   795,944.98  2,132,133.80   sFT  0.99993097   -0 16 59.4
 CM1871;UTM  16      - 3,563,515.829   716,994.574   MT  1.00018071   +1 13 35.7
 CM1871
 CM1871                          SUPERSEDED SURVEY CONTROL
 CM1871
 CM1871  NAD 83(1994)-  32 11 14.17005(N)    084 41 53.71483(W) AD(       ) 4
 CM1871  NAD 83(1986)-  32 11 14.17005(N)    084 41 53.71496(W) AD(       ) 4
 CM1871  NAD 27      -  32 11 13.61774(N)    084 41 54.00267(W) AD(       ) 3
 CM1871
 CM1871.Superseded values are not recommended for survey control.
 CM1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1871.See file dsdata.txt to determine how the superseded data were derived.
 CM1871
 CM1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1699563516(NAD 83)
 CM1871_MARKER: 44 = MICROWAVE MAST
 CM1871
 CM1871  HISTORY     - Date     Condition        Report By
 CM1871  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1871
 CM1871                          STATION DESCRIPTION
 CM1871
 CM1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1871'THE STATION THE LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 CM1871'STEEL, GUYED MAST, WITH TWO DISH SHAPED ANTENNAS ATTACHED AT THE
 CM1871'TOP.  IT IS PAINTED ALTERNATELY RED AND WHITE AND IS 300 FEET
 CM1871'HIGH.  THE MAST IS OWNED BY SOUTH GEORGIA NATURAL GAS COMPANY.
 CM1871'
 CM1871'STATION IS LOCATED ABOUT 7 MILES NORTH OF RICHLAND, 1.2 MILES
 CM1871'NORTH-NORTHEAST OF THE SMALL VILLAGE OF BROOKLYN, 300 FEET EAST OF
 CM1871'U.S. HIGHWAY 280 AND 10 FEET WEST-SOUTHWEST OF A SMALL BLOCK
 CM1871'BUILDING.
 CM1871'
 CM1871'THE COMPLETE NAME OF THIS STATION IS BROOKLYN SOUTH GEORGIA
 CM1871'NATURAL GAS COMPANY MICROWAVE KIM 925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1567 ***********************************************************************
 BR1567  DESIGNATION -  BROOKMAN
 BR1567  PID         -  BR1567
 BR1567  STATE/COUNTY-  GA/GLYNN
 BR1567  USGS QUAD   -  BLADEN (1993)
 BR1567
 BR1567                         *CURRENT SURVEY CONTROL
 BR1567  ___________________________________________________________________
 BR1567* NAD 83(1994)-  31 10 45.34361(N)    081 37 33.80815(W)     ADJUSTED  
 BR1567* NAVD 88     -        10.1    (meters)      33.     (feet)  VERTCON   
 BR1567  ___________________________________________________________________
 BR1567  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 BR1567  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 BR1567
 BR1567  HORZ ORDER  -  FIRST
 BR1567
 BR1567.The horizontal coordinates were established by classical geodetic methods
 BR1567.and adjusted by the National Geodetic Survey in September 1997..
 BR1567
 BR1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1567
 BR1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1567
 BR1567.The geoid height was determined by GEOID03.
 BR1567
 BR1567;                    North         East     Units Scale Factor Converg.
 BR1567;SPC GA E     -   130,848.681   251,528.818   MT  0.99993274   +0 16 47.6
 BR1567;SPC GA E     -   429,292.71    825,224.13   sFT  0.99993274   +0 16 47.6
 BR1567;UTM  17      - 3,449,637.694   440,344.268   MT  0.99964390   -0 19 26.9
 BR1567
 BR1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1567!SPC GA E     -   1.00000296  x   0.99993274  =   0.99993570
 BR1567!UTM  17      -   1.00000296  x   0.99964390  =   0.99964686
 BR1567
 BR1567:                Primary Azimuth Mark                     Grid Az
 BR1567:SPC GA E     -  BROOKMAN RM 1 AZIMUTH                    090 38 27.4
 BR1567:UTM  17      -  BROOKMAN RM 1 AZIMUTH                    091 14 41.9
 BR1567
 BR1567|---------------------------------------------------------------------|
 BR1567| PID    Reference Object                     Distance      Geod. Az  |
 BR1567|                                                           dddmmss.s |
 BR1567| CW4686 BROOKMAN RM 1 AZIMUTH                              0905515.0 |
 BR1567| CW4687 BROOKMAN RM 2                        30.898 METERS 14903     |
 BR1567| BR1566 BROOKMAN RM A                        30.020 METERS 27748     |
 BR1567| CW4688 BROOKMAN RM 3                        41.130 METERS 29737     |
 BR1567|---------------------------------------------------------------------|
 BR1567
 BR1567                          SUPERSEDED SURVEY CONTROL
 BR1567
 BR1567  NAD 83(1986)-  31 10 45.35466(N)    081 37 33.81233(W) AD(       ) 1
 BR1567  NAD 27      -  31 10 44.52990(N)    081 37 34.43150(W) AD(       ) 1
 BR1567  NGVD 29 (07/19/86)   10.4    (m)           34.     (f) VERT ANG       
 BR1567
 BR1567.Superseded values are not recommended for survey control.
 BR1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1567.See file dsdata.txt to determine how the superseded data were derived.
 BR1567
 BR1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4034449638(NAD 83)
 BR1567_MARKER: DS = TRIANGULATION STATION DISK
 BR1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1567
 BR1567  HISTORY     - Date     Condition        Report By
 BR1567  HISTORY     - 1932     MONUMENTED       CGS
 BR1567  HISTORY     - 1933     GOOD             CGS
 BR1567  HISTORY     - 1953     GOOD             CGS
 BR1567  HISTORY     - 1963     GOOD             CGS
 BR1567  HISTORY     - 1979     GOOD             NGS
 BR1567
 BR1567                          STATION DESCRIPTION
 BR1567
 BR1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 BR1567'STATION IS ABOUT 8 MI. WNW OF BRUNSWICK.  TO REACH FROM BRUNSWICK
 BR1567'TAKE RT. 17 FROM THE CORNER OF GLOUCESTER AND NEWCASTLE STS.
 BR1567'TOWARD JACKSONVILLE 10.65 MI. TO THE JUNCTION WITH PAVED RT. 84.
 BR1567'TURN RIGHT ON TO RT. 84 AND PROCEED 3.3 MI. AND TURN RIGHT ON DIM
 BR1567'CROSS ROADS THROUGH TURPENTINE FOREST.  FOLLOW THIS 0.2 MI. AND
 BR1567'TURN LEFT AT T-ROAD JUNCTION. CONTINUE 0.55 MI. TO METHODIST
 BR1567'EPISCOPAL CHURCH ON S SIDE OF ROAD.
 BR1567'
 BR1567'MARK IS ON N SIDE OF CHURCH YARD, 40 FT S OF CENTERLINE OF SAND
 BR1567'ROAD LEADING TO STATION, 50.8 FT WSW OF NW CORNER POST OF CULTIVATED
 BR1567'FIELD, AND 152.6 FT N OF NE CORNER OF CHURCH.
 BR1567'
 BR1567'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS
 BR1567'SET IN CONCRETE.
 BR1567'
 BR1567'R.M. 1 IS E OF THE STATION, AT BEND IN ROAD, 15 FT N OF CENTERLINE
 BR1567'OF ROAD, AND ABOUT 40 FT NW OF WOODEN CULVERT IN ROAD.
 BR1567'
 BR1567'R.M. 2 IS SSE OF STATION, ON E SIDE OF CHURCH YARD, 81.6 FT NE OF
 BR1567'NE CORNER OF CHURCH, AND 2 FT W OF N AND S WOVEN WIRE FENCE BETWEEN
 BR1567'CHURCH YARD AND CULTIVATED FIELD.
 BR1567'
 BR1567'R.M. 3 IS WNW OF THE STATION, IN SMALL PINE WOOD AREA, 18 FT N OF
 BR1567'CENTERLINE OF ROAD LEADING BY STATION.
 BR1567
 BR1567                          STATION RECOVERY (1933)
 BR1567
 BR1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1567'RECOVERED AS DESCRIBED.
 BR1567
 BR1567                          STATION RECOVERY (1953)
 BR1567
 BR1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1567'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BR1567'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 BR1567'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BR1567'ADDITIONS--
 BR1567'
 BR1567'THE STATION IS STAMPED BROOKMAN 1932 AND PROJECTS 4 INCHES.
 BR1567'
 BR1567'REFERENCE MARK 1 IS 50.4 FEET EAST OF THE CENTER OF A SAND ROAD
 BR1567'NORTH.  THE MARK IS STAMPED BROOKMAN NO 1 1932 AND PROJECTS 6 INCHES.
 BR1567'
 BR1567'REFERENCE MARK 2 IS STAMPED BROOKMAN NO 2 1932, AND PROJECTS 4 INCHES.
 BR1567'
 BR1567'REFERENCE MARK 3 IS STAMPED BROOKMAN NO 3, 1933, AND PROJECTS 2 INCHES
 BR1567
 BR1567                          STATION RECOVERY (1963)
 BR1567
 BR1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 BR1567'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 BR1567'DISTANCE AND ANGLE CHECKS WERE MADE TO THE MARKS.  DISTANCE TO THE
 BR1567'REFERENCE MARKS CHECKED THE 1932 MEASUREMENTS, BUT A DIFFERENCE OF 18
 BR1567'MINUTES WAS NOTED IN THE ANGLE TO REFERENCE MARK NUMBER 3.
 BR1567'
 BR1567'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 BR1567'
 BR1567'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 17 AND 84
 BR1567'WHICH IS ABOUT 6 MILES WEST OF THE TOWN OF BRUNSWICK.  GO NORTHWEST
 BR1567'AND WEST ON HIGHWAY 84 FOR 2.4 MILES TO A DIRT ROAD RIGHT AND SIGN
 BR1567'EMANUAL METHODIST CHURCH ON THE RIGHT. CONTINUE STRAIGHT AHEAD, ON
 BR1567'HIGHWAY 84 FOR 1.3 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO
 BR1567'NORTH ON THE DIRT ROAD FOR 0.2 MILE TO THE JUNCTION WITH ANOTHER DIRT
 BR1567'ROAD.  (TURN RIGHT AND GO EAST, ON THE DIRT ROAD FOR 0.15 MILE TO
 BR1567'THE AZIMUTH MARK ON THE LEFT).  TURN LEFT AT THE JUNCTION OF THE TWO
 BR1567'DIRT ROADS AND GO WEST ON DIRT ROAD FOR 0.15 MILE TO A TRACK ROAD
 BR1567'LEADING SOUTH, TO AN OLD CHURCH BUILDING AND STATION ON THE LEFT,
 BR1567'SOUTH SIDE OF THE ROAD.
 BR1567'
 BR1567'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BR1567
 BR1567                          STATION RECOVERY (1979)
 BR1567
 BR1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BR1567'STATION MARK, REFERENCE MARKS 1 (AZIMUTH MARK), 2 AND 3, AND THE
 BR1567'RM A STATION WERE RECOVERED IN GOOD CONDITION.  LITTLE DATA AVAILABLE
 BR1567'SO A NEW DESCRIPTION FOLLOWS.
 BR1567'
 BR1567'STATION IS LOCATED 8 MILES WEST OF BRUNSWICK, 2 MILES EAST-SOUTHEAST
 BR1567'OF BROOKMAN, 1/4 MILE NORTH OF U.S. HIGHWAY 84, IN THE FRONT YARD
 BR1567'OF AN OLD CHURCH BUILDING.
 BR1567'
 BR1567'TO REACH FROM THE JUNCTION OF HIGHWAY 84 AND STATE HIGHWAY 90, ABOUT
 BR1567'17 MILES EAST OF NAHUNTA, GO EASTERLY ON HIGHWAY 84 FOR 2.4 MILES
 BR1567'TO THE BRIDGE OVER COLLEGE CREEK, AT THE WEST END OF
 BR1567'BROOKMAN.  CONTINUE AHEAD FOR 2.1 MILES TO A SLANTED CROSSROAD AT
 BR1567'THE MAGNOLIA A.M.E. CHURCH ON RIGHT.  BEAR LEFT, EAST, ON A SAND
 BR1567'ROAD FOR 0.3 MILE TO A ROAD LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO
 BR1567'THE CHURCH AND STATION ON THE RIGHT.  TO REACH AZIMUTH MARK,
 BR1567'CONTINUE EAST FOR 0.3 MILE TO A DRIVEWAY LEFT AT ROAD CURVE, AND
 BR1567'MARK ON LEFT.
 BR1567'
 BR1567'STATION MARK, A STANDARD DISK STAMPED---BROOKMAN 1932---IS
 BR1567'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES
 BR1567'ABOVE GROUND.  THE POST HAS A SLIGHT LEAN TO THE EAST.  IT IS 153
 BR1567'FEET NORTH OF THE NORTHEAST CORNER OF THE CHURCH, 37 FEET SOUTH OF
 BR1567'THE ROAD CENTER, AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 BR1567'
 BR1567'REFERENCE MARK 1 (AZIMUTH MARK), IS A STANDARD REFERENCE DISK
 BR1567'STAMPED---BROOKMAN 1932 NO 1---SET IN THE TOP OF A 12-INCH
 BR1567'SQUARE CONCRETE POST FLUSH THE GROUND.  THE ARROW POINTS ABOUT 15
 BR1567'DEGREES TO THE LEFT.  IT IS 49 FEET SOUTHEAST OF THE DRIVEWAY
 BR1567'CENTER, 23.5 FEET NORTHEAST OF THE ROAD CENTER, 51.5 FEET NORTHWEST
 BR1567'OF THE NORTH END OF DRAIN PIPE BENEATH ROAD, 9 FEET WEST OF AN
 BR1567'18-INCH PINE, 6.5 FEET EAST OF A 2-INCH PLASTIC PIPE WITH WIRES
 BR1567'(PROBABLY WILL BE A TELEPHONE PEDESTAL), AND 1 FOOT NORTHEAST OF A
 BR1567'METAL WITNESS POST.
 BR1567'
 BR1567'REFERENCE MARK 2, A STANDARD DISK STAMPED---BROOKMAN 1932 NO 2---
 BR1567'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 BR1567'3 INCHES ABOVE GROUND.  IT IS 82 FEET NORTHEAST OF THE NORTHEAST
 BR1567'CORNER OF THE CHURCH, 18 FEET NORTH OF A 14-INCH PINE TREE, 9.5
 BR1567'FEET EAST-NORTHEAST OF A 12-INCH WATER OAK, 3 FEET EAST OF AN OLD
 BR1567'WIRE FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BR1567'
 BR1567'REFERENCE MARK 3, A STANDARD DISK STAMPED---BROOKMAN 1932
 BR1567'NO 3---IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 BR1567'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 19 FEET NORTH OF THE ROAD
 BR1567'CENTER, 95 FEET EAST-NORTHEAST OF JUNCTION OF CENTERS OF T-JUNCTION,
 BR1567'AND 1 FOOT WEST OF A METAL WITNESS POST.
 BR1567'
 BR1567'REFERENCE MARK A, A STANDARD TRIANGULATION DISK STAMPED---BROOKMAN
 BR1567'RM A 1963---SET IN THE TOP OF A 12-INCH CONCRETE
 BR1567'POST 1 INCH BELOW GROUND, IN VERY, VERY THICK BRUSH AND BRIARS.  IT
 BR1567'IS 30.5 FEET SOUTH OF THE ROAD CENTER, AND 2 FEET NORTH OF A METAL
 BR1567'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1566 ***********************************************************************
 BR1566  DESIGNATION -  BROOKMAN RM A
 BR1566  PID         -  BR1566
 BR1566  STATE/COUNTY-  GA/GLYNN
 BR1566  USGS QUAD   -  BLADEN (1993)
 BR1566
 BR1566                         *CURRENT SURVEY CONTROL
 BR1566  ___________________________________________________________________
 BR1566* NAD 83(1994)-  31 10 45.47591(N)    081 37 34.93139(W)     ADJUSTED  
 BR1566* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 BR1566  ___________________________________________________________________
 BR1566  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 BR1566  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 BR1566
 BR1566  HORZ ORDER  -  FIRST
 BR1566
 BR1566.The horizontal coordinates were established by classical geodetic methods
 BR1566.and adjusted by the National Geodetic Survey in September 1997..
 BR1566
 BR1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1566
 BR1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1566
 BR1566.The geoid height was determined by GEOID03.
 BR1566
 BR1566;                    North         East     Units Scale Factor Converg.
 BR1566;SPC GA E     -   130,852.610   251,499.058   MT  0.99993270   +0 16 47.0
 BR1566;SPC GA E     -   429,305.60    825,126.49   sFT  0.99993270   +0 16 47.0
 BR1566;UTM  17      - 3,449,641.936   440,314.559   MT  0.99964394   -0 19 27.5
 BR1566
 BR1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1566!SPC GA E     -   1.00000299  x   0.99993270  =   0.99993569
 BR1566!UTM  17      -   1.00000299  x   0.99964394  =   0.99964693
 BR1566
 BR1566:                Primary Azimuth Mark                     Grid Az
 BR1566:SPC GA E     -  CUT RESET                                013 48 41.1
 BR1566:UTM  17      -  CUT RESET                                014 24 55.6
 BR1566
 BR1566|---------------------------------------------------------------------|
 BR1566| PID    Reference Object                     Distance      Geod. Az  |
 BR1566|                                                           dddmmss.s |
 BR1566| AA3397 CUT RESET                           APPROX.16.2 KM 0140528.1 |
 BR1566| BR1567 BROOKMAN                             30.020 METERS 09748     |
 BR1566| BR1561 GEORGE RM 5                         APPROX.13.2 KM 1953202.3 |
 BR1566|---------------------------------------------------------------------|
 BR1566
 BR1566                          SUPERSEDED SURVEY CONTROL
 BR1566
 BR1566  NAD 83(1986)-  31 10 45.48699(N)    081 37 34.93578(W) AD(       ) 1
 BR1566  NAD 27      -  31 10 44.66220(N)    081 37 35.55460(W) AD(       ) 1
 BR1566  NGVD 29 (07/19/86)   10.2    (m)           33.     (f) VERT ANG       
 BR1566
 BR1566.Superseded values are not recommended for survey control.
 BR1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1566.See file dsdata.txt to determine how the superseded data were derived.
 BR1566
 BR1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4031549642(NAD 83)
 BR1566_MARKER: DS = TRIANGULATION STATION DISK
 BR1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1566
 BR1566  HISTORY     - Date     Condition        Report By
 BR1566  HISTORY     - 1963     MONUMENTED       CGS
 BR1566  HISTORY     - 1979     GOOD             NGS
 BR1566
 BR1566                          STATION DESCRIPTION
 BR1566
 BR1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 BR1566'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE APPROXIMATE
 BR1566'LOCATION OF TRIANGULATION STATION BROOKMAN 1932.
 BR1566'
 BR1566'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK CEMENTED
 BR1566'IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BR1566'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BROOKMAN RM A 1963.
 BR1566'IT IS 53.9 FEET SOUTHEAST OF REFERENCE MARK NO. 3 1932, 46-1/2
 BR1566'FEET SOUTH OF AN 18 INCH PINE TREE WITH TRIANGLE BLAZE, 31 FEET
 BR1566'SOUTHEAST OF THE CENTER OF DIRT ROAD, 22-1/2 FEET WEST OF A 6 INCH
 BR1566'PINE TREE WITH TRIANGLE BLAZE AND 14 FEET WEST OF A 10 INCH PINE TREE
 BR1566'WITH SIGN.
 BR1566'
 BR1566'OBSERVATIONS WERE TAKEN FROM A 103 FOOT STEEL TOWER.
 BR1566'
 BR1566'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BROOKMAN
 BR1566'1932, A DISTANCE OF 30.020 METERS OR 98.49 FEET.
 BR1566
 BR1566                          STATION RECOVERY (1979)
 BR1566
 BR1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BR1566'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS NOW IN A PATCH
 BR1566'OF EXTREMELY DENSE BRUSH AND BRIARS.
 BR1566'
 BR1566'IT IS 54 FEET SOUTHEAST OF REFERENCE MARK 3, 30.5 FEET SOUTH OF
 BR1566'A SAND ROAD CENTER, AND 2 FEET NORTH OF A METAL WITNESS POST.
 BR1566'
 BR1566'FOR MORE INFORMATION, SEE DESCRIPTION FOR BROOKMAN 1932.
 BR1566'
 BR1566'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2059 ***********************************************************************
 EE2059  DESIGNATION -  BROOKS
 EE2059  PID         -  EE2059
 EE2059  STATE/COUNTY-  GA/WALKER
 EE2059  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2059
 EE2059                         *CURRENT SURVEY CONTROL
 EE2059  ___________________________________________________________________
 EE2059* NAD 83(1994)-  34 53 23.29529(N)    085 15 58.36049(W)     ADJUSTED  
 EE2059* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 EE2059  ___________________________________________________________________
 EE2059  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EE2059  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE2059
 EE2059  HORZ ORDER  -  THIRD
 EE2059
 EE2059.The horizontal coordinates were established by classical geodetic methods
 EE2059.and adjusted by the National Geodetic Survey in September 1997..
 EE2059
 EE2059.The orthometric height was scaled from a topographic map.
 EE2059
 EE2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2059
 EE2059.The geoid height was determined by GEOID03.
 EE2059
 EE2059;                    North         East     Units Scale Factor Converg.
 EE2059;SPC GA W     -   542,751.857   599,498.108   MT  1.00002445   -0 37 44.4
 EE2059;SPC GA W     - 1,780,678.38  1,966,853.38   sFT  1.00002445   -0 37 44.4
 EE2059;SPC TN       -    61,993.707   667,080.855   MT  1.00008307   +0 25 46.5
 EE2059;SPC TN       -   203,391.02  2,188,581.11   sFT  1.00008307   +0 25 46.5
 EE2059;UTM  16      - 3,862,194.269   658,431.330   MT  0.99990937   +0 59 31.0
 EE2059
 EE2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2059!SPC GA W     -   0.99996948  x   1.00002445  =   0.99999393
 EE2059!SPC TN       -   0.99996948  x   1.00008307  =   1.00005255
 EE2059!UTM  16      -   0.99996948  x   0.99990937  =   0.99987886
 EE2059
 EE2059|---------------------------------------------------------------------|
 EE2059| PID    Reference Object                     Distance      Geod. Az  |
 EE2059|                                                           dddmmss.s |
 EE2059| EE2074 BROOKS AZ MK                        333.136 METERS 02401     |
 EE2059| CG4883 BROOKS RM 1                          28.999 METERS 05735     |
 EE2059| CG4884 BROOKS RM 2                          38.691 METERS 18145     |
 EE2059| EE2056 LOOKOUT MOUNTAIN HOTEL SPIRE        APPROX.13.0 KM 3101939.6 |
 EE2059| EE2058 BROOKS 2                             18.630 METERS 33110     |
 EE2059|---------------------------------------------------------------------|
 EE2059
 EE2059                          SUPERSEDED SURVEY CONTROL
 EE2059
 EE2059  NAD 83(1994)-  34 53 23.29681(N)    085 15 58.36410(W) AD(       ) 3
 EE2059  NAD 83(1986)-  34 53 23.29766(N)    085 15 58.36236(W) AD(       ) 3
 EE2059  NAD 27      -  34 53 23.02200(N)    085 15 58.51600(W) AD(       ) 3
 EE2059
 EE2059.Superseded values are not recommended for survey control.
 EE2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2059.See file dsdata.txt to determine how the superseded data were derived.
 EE2059
 EE2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5843162194(NAD 83)
 EE2059_MARKER: DS = TRIANGULATION STATION DISK
 EE2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2059
 EE2059  HISTORY     - Date     Condition        Report By
 EE2059  HISTORY     - 1934     MONUMENTED       CGS
 EE2059  HISTORY     - 1950     GOOD             TVA
 EE2059  HISTORY     - 1958     GOOD             CGS
 EE2059  HISTORY     - 1961     SEE DESCRIPTION  CGS
 EE2059
 EE2059                          STATION DESCRIPTION
 EE2059
 EE2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2059'ABOUT 7.3 MILES SOUTH OF POST OFFICE OF ROSSVILLE, 0.4 MILE
 EE2059'SOUTH OF SOUTH EXIT OF CHICKAMAUGA PARK, ON WEST SIDE OF U.S.
 EE2059'HIGHWAY 41 W, ON HIGHWAY RIGHT-OF-WAY, 0.1 MILE SOUTH OF
 EE2059'ARROWHEAD DAIRY, WEST OF AND ACROSS ROAD FROM T.M. BROOKS HOME,
 EE2059'28.4 FEET WEST OF CENTER LINE OF HIGHWAY, 11.0 FEET WEST OF
 EE2059'TELEPHONE POLE, AND 3.5 FEET EAST OF WIRE FENCE.  SURFACE AND
 EE2059'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 EE2059'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 EE2059'DISKS IN CONCRETE.  NO. 1 IS 80.5 FEET NORTHEAST OF
 EE2059'ENTRANCE TO BROOKS HOME, 24.6 FEET EAST OF CENTER LINE OF
 EE2059'HIGHWAY, 2 FEET EAST OF ROW OF TREES IN FRONT OF BROOKS HOME, 1.5
 EE2059'FEET WEST OF WIRE FENCE, ON HIGHWAY RIGHT-OF-WAY, AND 95.22
 EE2059'FEET FROM STATION N 57 DEG 35 MIN E.  NO. 2 IS 116 FEET
 EE2059'SOUTHWEST OF ENTRANCE TO BROOKS HOME, 26.65 FEET NORTHEAST OF
 EE2059'BRONZE MEMORIAL TABLET TO DICKS BRIGADE, 23.8 FEET WEST OF
 EE2059'CENTER LINE OF HIGHWAY, 1.5 FEET EAST OF WIRE FENCE, ON
 EE2059'HIGHWAY RIGHT-OF-WAY, AND 126.94 FEET FROM STATION S 1 DEG
 EE2059'42 MIN W.  DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO.
 EE2059'2 IS 196.55 FEET.  AZIMUTH MARK IS 19.5 FEET EAST OF
 EE2059'CENTER LINE OF HIGHWAY, 18 FEET NORTH-NORTHEAST OF
 EE2059'30-INCH OAK TREE, 4 FEET WEST OF WIRE FENCE, ON HIGHWAY
 EE2059'RIGHT-OF-WAY, AND ABOUT 0.2 MILE FROM STATION N 24 DEG 01 MIN E.
 EE2059'FOLLOWING DISTANCES AND BEARINGS
 EE2059'ARE FROM STATION--LOOKOUT MOUNTAIN HOTEL, SPIRE, 8.1 MILES,
 EE2059'N 49 DEG 40 MIN W.  ARROWHEAD DAIRY, NORTH RED-BRICK
 EE2059'SILO, 0.1 MILE, N 22 DEG 58 MIN W.  AND ARROWHEAD
 EE2059'DAIRY, SOUTH RED-BRICK SILO, 0.2 MILE, S 52 DEG 20 MIN W.
 EE2059
 EE2059                          STATION RECOVERY (1950)
 EE2059
 EE2059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EE2059'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  STEEL
 EE2059'POSTS WITH CONTROL MARKER SIGNS WERE SET ON EAST SIDE OF STATION
 EE2059'AND AZIMUTH MARK.
 EE2059
 EE2059                          STATION RECOVERY (1958)
 EE2059
 EE2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 EE2059'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EE2059'WERE RECOVERED IN GOOD CONDITION.
 EE2059'
 EE2059'U.S. HIGHWAY 41W MENTIONED IN PREVIOUS DESCRIPTION IS NOW
 EE2059'U.S. HIGHWAY 27.
 EE2059
 EE2059                          STATION RECOVERY (1961)
 EE2059
 EE2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 EE2059'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 EE2059'DESCRIBED.  STATION AND AZIMUTH MARKS WERE DESTROYED AFTER
 EE2059'THE ESTABLISHMENT OF BROOKS 2 1961 FOR WHICH SEE DESCRIPTION
 EE2059'THEREOF.  REFERENCE MARK NO. 1 MONUMENT WAS RESET AS R.M. NO. 3
 EE2059'OF THE NEW STATION AND THE NO. 2 MONUMENT WAS LEFT ON TOP OF
 EE2059'THE GROUND NEAR THE NEW STATION MARK SO THAT IT MAY BE SET AS
 EE2059'R.M. NO. 4 WHEN THE RIGHT-OF-WAY FENCES MAY HAVE BEEN RESET
 EE2059'AFTER COMPLETION OF HIGHWAY IMPROVEMENT CONSTRUCTION.  BOTH
 EE2059'STATION MARK DISKS AND THAT OF THE ORIGINAL AZIMUTH MARK
 EE2059'WERE RECLAIMED.  ALL ORIGINAL MARKS WERE ALSO BENCH MARKS,
 EE2059'AND THE ELEVATION OF ALL NEW MARKS WAS DETERMINED.  THE
 EE2059'ORIGINAL AZIMUTH MARK HAD BEEN TRAVERSED BY THE WORK OF
 EE2059'GEORGIA GEODETIC SURVEY.  THE DISTANCE BETWEEN THE OLD AND NEW
 EE2059'AZIMUTH MARKS WAS MEASURED WITH A 300-FOOT TAPE TO THE
 EE2059'NEAREST ONE-TENTH OF A FOOT TO BE 473.2 FEET.  FROM LEVEL NOTES
 EE2059'THE STADIA DISTANCE BETWEEN THE TWO MARKS IS DEDUCED AS 470
 EE2059'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2058 ***********************************************************************
 EE2058  DESIGNATION -  BROOKS 2
 EE2058  PID         -  EE2058
 EE2058  STATE/COUNTY-  GA/WALKER
 EE2058  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2058
 EE2058                         *CURRENT SURVEY CONTROL
 EE2058  ___________________________________________________________________
 EE2058* NAD 83(1994)-  34 53 23.82491(N)    085 15 58.71433(W)     ADJUSTED  
 EE2058* NAVD 88     -       224.83   (+/-2cm)     737.6    (feet)  VERTCON   
 EE2058  ___________________________________________________________________
 EE2058  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EE2058  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE2058
 EE2058  HORZ ORDER  -  FIRST
 EE2058  VERT ORDER  -  THIRD ? (See Below)
 EE2058
 EE2058.The horizontal coordinates were established by classical geodetic methods
 EE2058.and adjusted by the National Geodetic Survey in September 1997..
 EE2058
 EE2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2058.The vertical order pertains to the NGVD 29 superseded value.
 EE2058
 EE2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2058
 EE2058.The geoid height was determined by GEOID03.
 EE2058
 EE2058;                    North         East     Units Scale Factor Converg.
 EE2058;SPC GA W     -   542,768.276   599,489.303   MT  1.00002447   -0 37 44.6
 EE2058;SPC GA W     - 1,780,732.25  1,966,824.49   sFT  1.00002447   -0 37 44.6
 EE2058;UTM  16      - 3,862,210.431   658,422.065   MT  0.99990933   +0 59 30.8
 EE2058
 EE2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2058!SPC GA W     -   0.99996935  x   1.00002447  =   0.99999382
 EE2058!UTM  16      -   0.99996935  x   0.99990933  =   0.99987868
 EE2058
 EE2058|---------------------------------------------------------------------|
 EE2058| PID    Reference Object                     Distance      Geod. Az  |
 EE2058|                                                           dddmmss.s |
 EE2058| EE2074 BROOKS AZ MK                        322.227 METERS 02639     |
 EE2058| EE2073 BROOKS 2 AZ MK                      466.458 METERS 0263922.4 |
 EE2058| CG4885 BROOKS 2 AZ MK RESET                               0264852.7 |
 EE2058| CG4887 BROOKS 2 RM 4                        17.579 METERS 06426     |
 EE2058| EE2059 BROOKS                               18.630 METERS 15110     |
 EE2058| CG4886 BROOKS 2 RM 3                        16.046 METERS 28054     |
 EE2058|---------------------------------------------------------------------|
 EE2058
 EE2058                          SUPERSEDED SURVEY CONTROL
 EE2058
 EE2058  NAD 83(1994)-  34 53 23.82643(N)    085 15 58.71794(W) AD(       ) 1
 EE2058  NAD 83(1986)-  34 53 23.82728(N)    085 15 58.71621(W) AD(       ) 1
 EE2058  NAD 27      -  34 53 23.55200(N)    085 15 58.87000(W) AD(       ) 1
 EE2058  NGVD 29 (07/19/86)  224.84   (m)          737.7    (f) LEVELING    3  
 EE2058
 EE2058.Superseded values are not recommended for survey control.
 EE2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2058.See file dsdata.txt to determine how the superseded data were derived.
 EE2058
 EE2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5842262210(NAD 83)
 EE2058_MARKER: DS = TRIANGULATION STATION DISK
 EE2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2058
 EE2058  HISTORY     - Date     Condition        Report By
 EE2058  HISTORY     - 1961     MONUMENTED       CGS
 EE2058  HISTORY     - 1965     GOOD             CGS
 EE2058  HISTORY     - 1972     GOOD             NGS
 EE2058
 EE2058                          STATION DESCRIPTION
 EE2058
 EE2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 EE2058'ABOUT 5.5 MILES NORTHERLY ALONG NO. 27 U.S. HIGHWAY FROM ITS
 EE2058'JUNCTION WITH NO. 95 GEORGIA HWY. ON THE E EDGE OF THE VILLAGE OF
 EE2058'ROCK SPRINGS, 0.6 MILE N ALONG THE SAME HIGHWAY FROM ITS OBLIQUE
 EE2058'CROSSING WITH CHICKAMAUGA ROAD (SHIELDS CROSSROADS), AN ESTIMATED
 EE2058'150 YARDS NW OF THE APPARENTLY HIGHEST POINT IN THE VICINITY, ABOUT
 EE2058'77 YARDS S OF CENTER LINE OF AN ASPHALT COUNTY ROAD, ABOUT 75
 EE2058'YARDS S OF N END OF LONG EASY HWY.  CURVE, 76 FEET W OF CENTER LINE
 EE2058'OF 24-FOOT ASPHALT HWY.  PAVEMENT, 2-1/2 FEET N OF HEDGE-GROWN
 EE2058'PROPERTY-LINE FENCE, 2.6 FEET W OF STEEL WITNESS POST, SURFACE AND
 EE2058'SUBSURFACE DISKS STAMPED BROOKS 2 1961, AND THE SURFACE MARK
 EE2058'PROJECTS 0.2 FOOT ABOVE GROUND.
 EE2058'
 EE2058'REFERENCE BROOKS 2 NO. 3 1961, PROJECTS 0.5 FOOT, IS 1-1/2 FEET N OF
 EE2058'THE FENCE.
 EE2058'
 EE2058'AZIMUTH STAMPED BROOKS 2 RESET 1961, PROJECTS 0.3 FOOT, IS ABOUT
 EE2058'0.3 MILE N OF STATION, 66 FEET E OF CENTER LINE OF HWY., 10 FEET S
 EE2058'OF CENTER LINE OF GRAVELED FARM LANE, AND 1.5 FEET W OF STEEL
 EE2058'WITNESS POST.
 EE2058
 EE2058                          STATION RECOVERY (1965)
 EE2058
 EE2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 EE2058'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED, THE
 EE2058'AZIMUTH MARK WAS RESET AND NO. 4 R.M. WAS SET AT THIS TIME.
 EE2058'
 EE2058'ABOUT 5.5 MILES NORTHERLY ALONG NO. 27 U.S. HWY. FROM ITS JUNCTION
 EE2058'WITH NO. 95 GA. HWY. ON E EDGE OF VILLAGE OF ROCK SPRINGS, 0.6 MILE N
 EE2058'ALONG SAME HWY. FROM OBLIQUE CROSSING WITH CHICKAMAUGA ROAD (SHIELDS
 EE2058'CROSSROADS), AN ESTIMATED 150 YARDS NW OF APPARENTLY HIGHEST POINT
 EE2058'IN VICINITY, ABOUT 77 YARDS S OF CENTER LINE OF AN ASPHALT COUNTY
 EE2058'ROAD, 74-1/2 FEET W C/L OF 45-FOOT ASPHALT HWY., 2-1/2 FEET N OF
 EE2058'PROPERTY-LINE WIRE FENCE, 2.6 FEET W OF STEEL WITNESS POST, DISKS
 EE2058'STAMPED BROOKS 2 1961, THE SURFACE MARK PROJECTING 0.2 FOOT.
 EE2058'
 EE2058'R.M. STAMPED BROOKS 2 NO 3 1961, PROJECTS 0.5 FOOT, IS
 EE2058'16.044 METERS OR 52.64 FEET N 79 DEG 06 MIN W FROM
 EE2058'STATION, AND 1.5 FEET N OF WIRE FENCE.
 EE2058'
 EE2058'R.M. STAMPED BROOKS 2 NO 4 1965, FLUSH, IS 17.571 METERS
 EE2058'OR 57.65 FEET N 36 DEG 25 MIN E FROM STATION,
 EE2058'36.5 FEET W OF C/L OF HWY., 2.0 FEET HIGHER THAN SAME, AND 4 FEET S
 EE2058'OF CREOSOTED POWER POLE.
 EE2058'
 EE2058'AZIMUTH MARK STAMPED BROOKS 2 RESET 1965, FLUSH, IS ABOUT
 EE2058'0.2 MILE N 74 DEG 49 MIN E FROM STATION, 38 FEET E
 EE2058'OF C/L OF 45-FOOT HWY. PAVEMENT, 0.9 FOOT LOWER THAN SAME, 16.4
 EE2058'FEET SE OF CENTER OF STORM SEWER MANHOLE, 5.4 FEET S OF CREOSOTED
 EE2058'POWER POLE, AND 2.4 FEET N OF STEEL WITNESS POST.
 EE2058
 EE2058                          STATION RECOVERY (1972)
 EE2058
 EE2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2058'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 EE2058'RESET WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 EE2058'DIRECTION TO REFERENCE MARK 3 CHECKED THE 1965 DATA.  THE
 EE2058'DIRECTION TO REFERENCE MARK 4 CHECKED BUT THE NEW DISTANCE WAS
 EE2058'LONGER BY 0.008 METERS.  A NEW ROUTE TO THE STATION AND
 EE2058'DESCRIPTION FOLLOWS.
 EE2058'
 EE2058'TO REACH THE STATION FROM THE POST OFFICE IN FORT OGLETHORPE,
 EE2058'GO SOUTH ON U.S. HIGHWAY 27 FOR 0.3 MILE TO THE JUNCTION OF
 EE2058'STATE HIGHWAY 2 AND THE CHICKAMAUGA BATTLE FIELD HEADQUARTERS
 EE2058'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE SOUTH ON
 EE2058'HIGHWAY 27 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EE2058'CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MILE TO A PAVED ROAD RIGHT.
 EE2058'CONTINUE SOUTH ON THE HIGHWAY FOR 0.05 MILE TO A HEDGEROW AND
 EE2058'FENCE LINE ON THE RIGHT AND THE STATION.
 EE2058'
 EE2058'STATION MARKS ARE STANDARD DISKS STAMPED BROOKS 2 1961.  THE
 EE2058'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2058'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EE2058'ABOUT 77 YARDS SOUTH OF THE CENTER OF AN ASPHALT COUNTRY ROAD,
 EE2058'79 FEET WEST OF THE CENTER OF U.S. HIGHWAY 27, 2.6 FEET WEST
 EE2058'OF A METAL WITNESS POST, 2 FEET NORTH OF A WIRE FENCE AND
 EE2058'LOCATED IN A HEDGEROW.  ACCORDING TO THE 1961 DATA THERE IS AN
 EE2058'UNDERGROUND MARK.
 EE2058'
 EE2058'REFERENCE MARK 3, A STANDARD DISK STAMPED BROOKS 2 1961 NO 3, IS
 EE2058'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EE2058'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 131.5 FEET WEST OF THE
 EE2058'CENTER OF THE HIGHWAY, 61 FEET SOUTH-SOUTHEAST OF A POWER LINE
 EE2058'POLE WITH A TRANSFORMER, 54.6 FEET WEST OF THE WITNESS POST AND
 EE2058'1.6 FEET NORTH OF THE FENCE.
 EE2058'
 EE2058'REFERENCE MARK 4, A STANDARD DISK STAMPED BROOKS 2 NO 4 1965, IS
 EE2058'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 EE2058'WITH THE GROUND SURFACE.  IT IS 37 FEET WEST OF THE CENTER OF THE
 EE2058'HIGHWAY, 3.5 FEET SOUTH OF A POWER LINE POLE, 1.4 FEET SOUTH OF A
 EE2058'METAL WITNESS POST AND IS ABOUT 2 FEET HIGHER THAN THE
 EE2058'HIGHWAY.
 EE2058'
 EE2058'THE AZIMUTH MARK, A STANDARD DISK STAMPED BROOKS 2 RESET 1965, IS
 EE2058'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1
 EE2058'INCH UNDERGROUND.  IT IS 44 FEET SOUTH OF MILEPOST NUMBER 23, 38
 EE2058'FEET EAST OF THE CENTER OF THE HIGHWAY, 5.4 FEET SOUTH OF A POWER
 EE2058'LINE POLE AND 2.2 FEET NORTH OF A METAL WITNESS POST.
 EE2058'
 EE2058'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 EE2058'
 EE2058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2058'4 MILES SOUTH OF FORT OGLETHORPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0220 ***********************************************************************
 DG0220  DESIGNATION -  BROSNAN
 DG0220  PID         -  DG0220
 DG0220  STATE/COUNTY-  GA/FULTON
 DG0220  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0220
 DG0220                         *CURRENT SURVEY CONTROL
 DG0220  ___________________________________________________________________
 DG0220* NAD 83(1994)-  33 44 43.42518(N)    084 24 00.05593(W)     ADJUSTED  
 DG0220* NAVD 88     -       315.151  (meters)    1033.96   (feet)  ADJUSTED  
 DG0220  ___________________________________________________________________
 DG0220  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG0220  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0220  DYNAMIC HT  -         314.798 (meters)    1032.80  (feet)  COMP
 DG0220  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 DG0220
 DG0220  HORZ ORDER  -  FIRST
 DG0220  VERT ORDER  -  FIRST     CLASS II
 DG0220
 DG0220.The horizontal coordinates were established by classical geodetic methods
 DG0220.and adjusted by the National Geodetic Survey in September 1997..
 DG0220
 DG0220.The orthometric height was determined by differential leveling
 DG0220.and adjusted by the National Geodetic Survey in June 1991..
 DG0220
 DG0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0220
 DG0220.The geoid height was determined by GEOID03.
 DG0220
 DG0220.The dynamic height is computed by dividing the NAVD 88
 DG0220.geopotential number by the normal gravity value computed on the
 DG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0220.degrees latitude (g = 980.6199 gals.).
 DG0220
 DG0220.The modeled gravity was interpolated from observed gravity values.
 DG0220
 DG0220;                    North         East     Units Scale Factor Converg.
 DG0220;SPC GA W     -   415,290.259   678,380.150   MT  0.99990576   -0 07 46.7
 DG0220;SPC GA W     - 1,362,498.12  2,225,652.21   sFT  0.99990576   -0 07 46.7
 DG0220;UTM  16      - 3,736,963.449   740,848.789   MT  1.00031518   +1 26 42.0
 DG0220
 DG0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0220!SPC GA W     -   0.99995516  x   0.99990576  =   0.99986092
 DG0220!UTM  16      -   0.99995516  x   1.00031518  =   1.00027033
 DG0220
 DG0220|---------------------------------------------------------------------|
 DG0220| PID    Reference Object                     Distance      Geod. Az  |
 DG0220|                                                           dddmmss.s |
 DG0220| DG0218 S 2                                 189.126 METERS 05910     |
 DG0220| CZ2869 BROSNAN RM 3                         34.127 METERS 05929     |
 DG0220| CZ2868 BROSNAN RM 2                         56.249 METERS 05929     |
 DG0220| CZ2867 BROSNAN RM 1                         28.847 METERS 05929     |
 DG0220| DG0222 WHITEHALL 2                         436.731 METERS 2395440.7 |
 DG0220|---------------------------------------------------------------------|
 DG0220
 DG0220                          SUPERSEDED SURVEY CONTROL
 DG0220
 DG0220  NAD 83(1986)-  33 44 43.43023(N)    084 24 00.05692(W) AD(       ) 1
 DG0220  NAD 27      -  33 44 43.04900(N)    084 24 00.32000(W) AD(       ) 1
 DG0220  NGVD 29 (??/??/92)  315.068  (m)         1033.69   (f) ADJ UNCH    1 2
 DG0220
 DG0220.Superseded values are not recommended for survey control.
 DG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0220.See file dsdata.txt to determine how the superseded data were derived.
 DG0220
 DG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4084936963(NAD 83)
 DG0220_MARKER: DE = TRAVERSE STATION DISK
 DG0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0220_STAMPING: BROSNAN 1927 1033.699
 DG0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0220+STABILITY: SURFACE MOTION
 DG0220
 DG0220  HISTORY     - Date     Condition        Report By
 DG0220  HISTORY     - 1927     MONUMENTED       CGS
 DG0220  HISTORY     - 1952     GOOD             CGS
 DG0220  HISTORY     - 1952     GOOD             NGS
 DG0220  HISTORY     - 1973     GOOD             NGS
 DG0220
 DG0220                          STATION DESCRIPTION
 DG0220
 DG0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0220'TRAVERSE STATION AND BENCH MARK IS ON THE E SIDE OF WHITEHALL
 DG0220'STREET BETWEEN HOOD AND WINDSOR STREETS, 7.7 FEET E FROM THE
 DG0220'E CURB OF WHITEHALL STREET AND 38.9 FEET SE FROM CENTER OF S.B.T.
 DG0220'AND T COMPANY MANHOLE IN WHITEHALL STREET, 38.4 FEET S FROM
 DG0220'CENTER OF CATCH BASIN COVER IN E CURB OF WHITEHALL STREET.
 DG0220'
 DG0220'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0220'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0220'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0220
 DG0220                          STATION RECOVERY (1952)
 DG0220
 DG0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0220'THE STATION IS ABOUT 0.8 MILE SW OF DOWNTOWN FIVE POINTS IN
 DG0220'ATLANTA, ABOUT 195 YARDS NE OF THE INTERSECTION OF WHITEHALL
 DG0220'AND HOOD STREETS, S.W., 38.5 FEET E OF THE CENTER OF A STEEL
 DG0220'COVER OF A TELEPHONE COMPANY MANHOLE, 38.2 FEET S OF THE S
 DG0220'CORNER OF A STORM SEWER DRAIN GRATING, AND 7.7 FEET SE OF
 DG0220'THE SE CURB OF WHITEHALL STREET.  THE MARK IS A STANDARD
 DG0220'DISK SET IN CONCRETE.  IT IS 0.4 FOOT BELOW A CAST-IRON
 DG0220'COVER THAT IS FLUSH WITH THE SIDEWALK SURFACE AND THE DISK
 DG0220'IS STAMPED BROSNAN 1927 1033.699.
 DG0220
 DG0220                          STATION RECOVERY (1952)
 DG0220
 DG0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DG0220'IN ATLANTA.
 DG0220'IN ATLANTA, FULTON COUNTY, ABOUT 0.8 MILE SOUTHWEST OF DOWNTOWN
 DG0220'FIVE POINTS, ABOUT 195 YARDS NORTHEAST OF THE INTERSECTION OF
 DG0220'WHITEHALL AND HOOD STREETS, S.W., 38.5 FEET EAST OF THE CENTER OF
 DG0220'A STEEL COVER OF A TELEPHONE COMPANY MANHOLE, 38.2 FEET SOUTH OF
 DG0220'THE SOUTH CORNER OF A STORM SEWER DRAIN GRATING, AND 7.7 FEET
 DG0220'SOUTHEAST OF THE SOUTHEAST CURB OF WHITEHALL STREET.  A STANDARD
 DG0220'TRAVERSE DISK IS STAMPED BROSNAN 1927 1033.699 AND SET IN THE TOP
 DG0220'OF A CONCRETE POST THAT IS 0.4 FOOT BELOW A CAST-IRON COVER WHICH
 DG0220'IS FLUSH WITH THE SIDEWALK SURFACE.
 DG0220
 DG0220                          STATION RECOVERY (1973)
 DG0220
 DG0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2096 ***********************************************************************
 EE2096  DESIGNATION -  BROW
 EE2096  PID         -  EE2096
 EE2096  STATE/COUNTY-  GA/DADE
 EE2096  USGS QUAD   -  HOOKER (1982)
 EE2096
 EE2096                         *CURRENT SURVEY CONTROL
 EE2096  ___________________________________________________________________
 EE2096* NAD 83(1994)-  34 55 00.51295(N)    085 25 29.04912(W)     ADJUSTED  
 EE2096* NAVD 88     -       568.8    (meters)    1866.     (feet)  VERTCON   
 EE2096  ___________________________________________________________________
 EE2096  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 EE2096  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EE2096
 EE2096  HORZ ORDER  -  FIRST
 EE2096
 EE2096.The horizontal coordinates were established by classical geodetic methods
 EE2096.and adjusted by the National Geodetic Survey in September 1997..
 EE2096
 EE2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2096
 EE2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2096
 EE2096.The geoid height was determined by GEOID03.
 EE2096
 EE2096;                    North         East     Units Scale Factor Converg.
 EE2096;SPC GA W     -   545,918.254   585,045.335   MT  1.00006282   -0 43 12.7
 EE2096;SPC GA W     - 1,791,066.80  1,919,436.24   sFT  1.00006282   -0 43 12.7
 EE2096;SPC TN       -    64,892.865   652,571.570   MT  1.00007549   +0 20 12.4
 EE2096;SPC TN       -   212,902.67  2,140,978.56   sFT  1.00007549   +0 20 12.4
 EE2096;UTM  16      - 3,864,949.997   643,897.094   MT  0.99985520   +0 54 06.5
 EE2096
 EE2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2096!SPC GA W     -   0.99991532  x   1.00006282  =   0.99997813
 EE2096!SPC TN       -   0.99991532  x   1.00007549  =   0.99999080
 EE2096!UTM  16      -   0.99991532  x   0.99985520  =   0.99977053
 EE2096
 EE2096:                Primary Azimuth Mark                     Grid Az
 EE2096:SPC GA W     -  LOOKOUT MTN RAD STA WKES MAST            041 10 31.6
 EE2096:SPC TN       -  LOOKOUT MTN RAD STA WKES MAST            040 07 06.5
 EE2096:UTM  16      -  LOOKOUT MTN RAD STA WKES MAST            039 33 12.4
 EE2096
 EE2096|---------------------------------------------------------------------|
 EE2096| PID    Reference Object                     Distance      Geod. Az  |
 EE2096|                                                           dddmmss.s |
 EE2096| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX. 6.6 KM 0402718.9 |
 EE2096| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX. 6.6 KM 0424858.0 |
 EE2096| EE2088 PUMP                                APPROX. 6.7 KM 2081602.4 |
 EE2096| CG4892 BROW RM 1                            37.704 METERS 26954     |
 EE2096| CG4893 BROW RM 2                            28.692 METERS 33038     |
 EE2096|---------------------------------------------------------------------|
 EE2096
 EE2096                          SUPERSEDED SURVEY CONTROL
 EE2096
 EE2096  NAD 83(1994)-  34 55 00.51421(N)    085 25 29.05145(W) AD(       ) 1
 EE2096  NAD 83(1986)-  34 55 00.51523(N)    085 25 29.04949(W) AD(       ) 1
 EE2096  NAD 27      -  34 55 00.24003(N)    085 25 29.18895(W) AD(       ) 1
 EE2096  NGVD 29 (07/19/86)  568.8    (m)         1866.     (f) VERT ANG       
 EE2096
 EE2096.Superseded values are not recommended for survey control.
 EE2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2096.See file dsdata.txt to determine how the superseded data were derived.
 EE2096
 EE2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4389764950(NAD 83)
 EE2096_MARKER: DS = TRIANGULATION STATION DISK
 EE2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2096
 EE2096  HISTORY     - Date     Condition        Report By
 EE2096  HISTORY     - 1972     MONUMENTED       NGS
 EE2096
 EE2096                          STATION DESCRIPTION
 EE2096
 EE2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2096'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF LA FAYETTE,
 EE2096'4-1/2 MILES SOUTH OF THE GEORGIA-TENNESSEE STATE LINE, 3 MILES
 EE2096'EAST OF NEW ENGLAND AND NEAR THE WEST EDGE OF LOOKOUT MOUNTAIN
 EE2096'ON PROPERTY OWNED BY MR. W. P. CRAIG WHO LIVES IN THE HOUSE JUST
 EE2096'NORTH OF THE STATION SITE.
 EE2096'
 EE2096'TO REACH THE STATION FROM THE POST OFFICE IN LA FAYETTE, GO
 EE2096'NORTH ON U.S. HIGHWAY 27 FOR 2.8 MILES TO ITS JUNCTION WITH
 EE2096'STATE ROAD 143.  TURN LEFT AND GO WEST ON STATE ROAD 143 FOR
 EE2096'13.4 MILES TO ITS JUNCTION WITH STATE ROAD 157 ON THE
 EE2096'LEFT.  CONTINUE AHEAD AND GO WEST ON STATE ROADS 143 AND 157 FOR
 EE2096'2.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 EE2096'STATE ROAD 157 FOR 4 MILES TO ITS JUNCTION WITH STATE ROAD
 EE2096'170 ON THE RIGHT.  CONTINUE AHEAD AND GO NORTH ON STATE
 EE2096'ROAD 157 FOR 4.9 MILES TO THE WEST BROW CHURCH ON THE RIGHT
 EE2096'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD AND GO NORTH ON
 EE2096'STATE HIGHWAY 157 FOR 0.15 MILE TO A DRIVEWAY RIGHT AND THE
 EE2096'STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 EE2096'
 EE2096'STATION MARKS ARE STANDARD DISKS STAMPED BROW 1971.  THE
 EE2096'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2096'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 EE2096'54 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY, 52 FEET
 EE2096'SOUTHEAST OF THE CENTER OF STATE ROAD 157, 4.6 FEET SOUTHWEST
 EE2096'OF A METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN THE ROAD
 EE2096'SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 EE2096'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 EE2096'
 EE2096'REFERENCE MARK 1, A STANDARD DISK STAMPED BROW NO 1 1971, IS
 EE2096'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2096'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET
 EE2096'NORTHWEST OF THE CENTER OF THE ROAD, 2 FEET NORTHEAST OF POWER
 EE2096'POLE NUMBER K 9188, AND ABOUT 1 FOOT BELOW THE ROAD SURFACE.
 EE2096'
 EE2096'REFERENCE MARK 2, A STANDARD DISK STAMPED BROW NO 2 1971, IS SET
 EE2096'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 EE2096'FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET NORTHWEST OF THE
 EE2096'CENTER OF THE ROAD, 2 FEET EAST-SOUTHEAST OF A METAL WITNESS
 EE2096'POST AND ABOUT 1 FOOT BELOW THE ROAD SURFACE.
 EE2096'
 EE2096'THE AZIMUTH MARK, A STANDARD DISK STAMPED BROW 1971, IS SET IN
 EE2096'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 EE2096'WITH THE GROUND SURFACE.  IT IS 37 FEET NORTHWEST OF THE
 EE2096'CENTER OF THE ROAD, 1.8 FEET EAST OF A METAL WITNESS POST AND
 EE2096'1.8 FEET SOUTHEAST OF POWER POLE NUMBER K 9487.
 EE2096'
 EE2096'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4066 ***********************************************************************
 CK4066  DESIGNATION -  BROWN
 CK4066  PID         -  CK4066
 CK4066  STATE/COUNTY-  GA/CHATHAM
 CK4066  USGS QUAD   -  MELDRIM SE (1976)
 CK4066
 CK4066                         *CURRENT SURVEY CONTROL
 CK4066  ___________________________________________________________________
 CK4066* NAD 83(1994)-  32 03 23.26799(N)    081 16 06.05903(W)     ADJUSTED  
 CK4066* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 CK4066  ___________________________________________________________________
 CK4066  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CK4066  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 CK4066
 CK4066  HORZ ORDER  -  FIRST
 CK4066
 CK4066.The horizontal coordinates were established by classical geodetic methods
 CK4066.and adjusted by the National Geodetic Survey in September 1997..
 CK4066
 CK4066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4066
 CK4066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4066
 CK4066.The geoid height was determined by GEOID03.
 CK4066
 CK4066;                    North         East     Units Scale Factor Converg.
 CK4066;SPC GA E     -   228,330.259   284,825.775   MT  0.99998871   +0 28 36.5
 CK4066;SPC GA E     -   749,113.52    934,465.90   sFT  0.99998871   +0 28 36.5
 CK4066;UTM  17      - 3,546,725.740   474,668.438   MT  0.99960791   -0 08 32.7
 CK4066
 CK4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4066!SPC GA E     -   1.00000408  x   0.99998871  =   0.99999279
 CK4066!UTM  17      -   1.00000408  x   0.99960791  =   0.99961199
 CK4066
 CK4066|---------------------------------------------------------------------|
 CK4066| PID    Reference Object                     Distance      Geod. Az  |
 CK4066|                                                           dddmmss.s |
 CK4066| CK5873 BROWN RM 5                            8.192 METERS 03252     |
 CK4066| CK4048 PORT WENTWORTH CONC STACK           APPROX.15.2 KM 0450002.2 |
 CK4066| CK4055 SAVANNAH SUGAR REFINERY TANK        APPROX.15.0 KM 0500709.4 |
 CK4066| CK4576 BROWN RM 1                           30.724 METERS 05743     |
 CK4066| CK4028 SAVANNAH APT AVN BCN                APPROX.13.6 KM 1073859.6 |
 CK4066| BR1092 AIRWAY BEACON 10                    APPROX.22.2 KM 1571534.1 |
 CK4066| CK5874 BROWN RM 6                            7.566 METERS 15922     |
 CK4066| CK4067 RICHMOND HILL FAA MW QXW            APPROX. 6.1 KM 1920756.4 |
 CK4066| BR1240 RICHMOND HILL S BELL MICROWAVE      APPROX.12.7 KM 2022950.4 |
 CK4066| CK4579 BROWN RM 4                           41.846 METERS 31036     |
 CK4066| CK4577 BROWN RM 2                           31.166 METERS 32044     |
 CK4066| CK4575 BROWN AZ MK                                        3343304.7 |
 CK4066| CK5872 BROWN AZ MK 2                       APPROX. 0.5 KM 3343413.0 |
 CK4066| CK4578 BROWN RM 3 AZIMUTH                                 33745     |
 CK4066|---------------------------------------------------------------------|
 CK4066
 CK4066                          SUPERSEDED SURVEY CONTROL
 CK4066
 CK4066  NAD 83(1986)-  32 03 23.28131(N)    081 16 06.07159(W) AD(       ) 1
 CK4066  NAD 27      -  32 03 22.53230(N)    081 16 06.67140(W) AD(       ) 1
 CK4066  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG       
 CK4066
 CK4066.Superseded values are not recommended for survey control.
 CK4066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4066.See file dsdata.txt to determine how the superseded data were derived.
 CK4066
 CK4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7466846726(NAD 83)
 CK4066_MARKER: DS = TRIANGULATION STATION DISK
 CK4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4066_SP_SET: CONCRETE POST
 CK4066_STAMPING: BROWN 1932
 CK4066_MARK LOGO: CGS   
 CK4066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4066+STABILITY: SURFACE MOTION
 CK4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK4066+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 CK4066
 CK4066  HISTORY     - Date     Condition        Report By
 CK4066  HISTORY     - 1932     MONUMENTED       CGS
 CK4066  HISTORY     - 1932     GOOD             CGS
 CK4066  HISTORY     - 1958     MARK NOT FOUND   AMS
 CK4066  HISTORY     - 1963     GOOD             CGS
 CK4066  HISTORY     - 1965     GOOD             CGS
 CK4066  HISTORY     - 1983     GOOD             GADT
 CK4066  HISTORY     - 19900301 GOOD             GEONEX
 CK4066  HISTORY     - 19960412 GOOD             USPSQD
 CK4066
 CK4066                          STATION DESCRIPTION
 CK4066
 CK4066'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 CK4066'ABOUT 10-1/2 MILES A LITTLE SOUTH OF WEST OF DOWNTOWN SECTION OF
 CK4066'SAVANNAH, ON PROPERTY OF JULIA BROWN.  TO REACH FROM SAVANNAH, TAKE
 CK4066'U.S. HIGHWAY 17 SOUTH AT BULL STREET AND GO 8.8 MILES (OR 1.2 MILES
 CK4066'BEYOND PAN AMERICA GAS STATION ON LEFT AND ATLANTIC GAS STATION ON
 CK4066'RIGHT), TURN RIGHT ONTO DIRT T-ROAD OPPOSITE HOUSE ON LEFT WITH
 CK4066'BARN ABOUT 200 FEET NORTH AND GO 3.7 MILES (OR 0.45 MILE BEYOND
 CK4066'LARGE HOUSE ON RIGHT).  STATION IS IN SOUTHWEST CORNER OF CULTIVATED
 CK4066'AND CLEARED FIELD, ABOUT 300 FEET SOUTH ALONG ROAD FROM JULIA
 CK4066'BROWNS HOUSE, 43.0 FEET EAST OF CENTER LINE OF DIRT ROAD, AND 32.4
 CK4066'FEET NORTH OF SOUTHWEST CORNER POST (BURNT STUMP) OF FIELD.  SURFACE
 CK4066'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 CK4066'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 CK4066'CONCRETE.  NO. 1 IS IN EASTWEST FENCE LINE AROUND FIELD,
 CK4066'AND 100.80 FEET FROM STATION.  NO. 2 IS
 CK4066'NORTH-SOUTH FENCE LINE AROUND FIELD, 14 FEET EAST OF CENTER LINE OF
 CK4066'ROAD LEADING TO STATION, AND 102.25 FEET FROM STATION N 39 DEG
 CK4066'46 MIN W.  NO. 3 IS IN NORTH-SOUTH ROAD, ABOUT 25 FEET
 CK4066'EAST-NORTHEAST OF 30-INCH LIVE OAK IN SOUTHEAST ANGLE OF CROSS
 CK4066'ROADS, AND APPROXIMATELY 0.3 MILE FROM STATION N 22 DEG 14 MIN W.
 CK4066
 CK4066                          STATION RECOVERY (1932)
 CK4066
 CK4066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 CK4066'RECOVERED IN GOOD CONDITION.
 CK4066
 CK4066                          STATION RECOVERY (1958)
 CK4066
 CK4066'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CK4066'STATION NOT FOUND.
 CK4066'
 CK4066'REFERENCE MARKS 1 AND 3 WERE NOT RECOVERED.
 CK4066'
 CK4066'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED.
 CK4066
 CK4066                          STATION RECOVERY (1963)
 CK4066
 CK4066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 CK4066'STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED AND ARE IN
 CK4066'GOOD CONDITION.
 CK4066'
 CK4066'REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED DURING ROAD GRADING.
 CK4066'
 CK4066'REFERENCE MARK NUMBER 3 HAS BEEN MOVED FROM ITS ORIGINAL POSITION. IT
 CK4066'WAS NOT OBSERVED ON THIS DATE.
 CK4066'
 CK4066'AN AZIMUTH MARK AND A REFERENCE MARK NUMBER 4 HAVE BEEN ESTABLISHED.
 CK4066'
 CK4066'SOME ADDITIONAL NOTES AND MEASUREMENTS FOLLOW.
 CK4066'
 CK4066'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 CK4066'MONUMENTS.
 CK4066'
 CK4066'STATION MARK DISK IS STAMPED BROWN 1932 AND PROJECTS ABOUT 6
 CK4066'INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A DIRT ROAD, 12.5 FEET
 CK4066'EAST OF A FENCELINE, 18 FEET NORTHEAST OF A TRIANGULAR BLAZED
 CK4066'12-INCH PINE TREE AND 11.8 FEET EAST OF A 14-INCH PINE TREE.
 CK4066'
 CK4066'REFERENCE MARK NUMBER 1 IS STAMPED BROWN NO 1 1932 AND PROJECTS
 CK4066'ABOUT 6 INCHES.  IT IS 4 FEET NORTH OF AN EAST-WEST FENCELINE.
 CK4066'
 CK4066'REFERENCE MARK NUMBER 4 IS STAMPED BROWN 1932 1963 AND PROJECTS
 CK4066'ABOUT 2 INCHES.  IT IS 21 FEET SOUTHWEST OF THE CENTER OF A SAND
 CK4066'ROAD 2.9 FEET SOUTHWEST OF AN 8-INCH PINE TREE, 1.8 FEEET WEST OF A
 CK4066'FENCELINE AND 81 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING TO
 CK4066'THE HOME OF A MR. MC DONALD.
 CK4066'
 CK4066'AZIMUTH MARK IS STAMPED BROWN 1932 1963 AND PROJECTS ABOUT 3
 CK4066'INCHES.  IT IS 21 FEET WEST OF THE CENTER OF THE DIRT ROAD, 1 FOOT
 CK4066'EAST OF A FENCELINE, 35 FEET SOUTH OF A FENCE CORNER, 65 FEET SOUTH
 CK4066'OF THE CENTER OF A DIRT ROAD INTERSECTION AND 67.5 FEET SOUTHWEST OF
 CK4066'A POWERLINE POLE.
 CK4066'
 CK4066'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF U.S. HIGHWAY 17, 10
 CK4066'MILES WEST OF THE CENTER OF SAVANNAH AND ON PROPERTY WHICH IS
 CK4066'OVERSEEN BY A MR. HENRY BROWN, WHO LIVES 0.3 MILE NORTH OF THE
 CK4066'STATION AND DIRECTLY ACROSS THE ROAD FROM THE HOME OF A MR.  MC
 CK4066'DONALD.
 CK4066'
 CK4066'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 CK4066'ROUTE 63, IN THE TOWN OF RICHMOND HILL.  GO NORTH ON HIGHWAY 17
 CK4066'FOR 6.5 MILES.  TURN LEFT AND GO WEST AND NORTH ON QUACCO ROAD (SAND
 CK4066'ROAD), FOR 3.55 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 CK4066'STRAIGHT AHEAD, ON THE SAND ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 CK4066'THE LEFT.
 CK4066'
 CK4066'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CK4066
 CK4066                          STATION RECOVERY (1965)
 CK4066
 CK4066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB)
 CK4066'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CK4066'THE 1963 DESCRIPTION IS ADEQUATE.
 CK4066'
 CK4066'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CK4066
 CK4066                          STATION RECOVERY (1983)
 CK4066
 CK4066'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK4066'THE STATION WAS RECOVERED IN FAIR CONDITION, ALL REFERENCE MARKS
 CK4066'HAVE BEEN DESTROYED.  THE AZIMUTH MARK SET IN 1963 COULD NOT BE
 CK4066'FOUND.  AN AZIMUTH MARK 2 AND REFERENCE MARKS 5 AND 6 WERE
 CK4066'ESTABLISHED AT THIS TIME.   THE STATION COULD NOT BE FOUND FROM
 CK4066'THE DESCRIPTION FROM 1932 OR THE 1963 RECOVERY.  THE STATION
 CK4066'SITE WAS LOCATED BY MAP PLOT AND FINDING MR MCDONALDS MAIL
 CK4066'BOX.  A TRAVERSE TIE WAS MADE TO FROM STATION SAMSOG BY
 CK4066'USING AN 80 FOOT POLE AT STATION BROWN.  A POLARIS
 CK4066'OBSERVATION WAS MADE TO THE AZIMUTH MARK.
 CK4066'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4066'THE STATION IS LOCATED APPROXIMATELY 6.3 KM (3.9 MI)
 CK4066'NORTH-NORTHEAST FROM RICHMOND HILL, 8.2 KM (5.1 MI) WEST FROM
 CK4066'SAVANNAH, AND 3.4 KM (2.1 MI) SOUTH-SOUTHWEST FROM POOLER.
 CK4066'OWNERSHIP--JULIA BROWN.
 CK4066'
 CK4066'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK4066'STATE ROUTE 204 LOCATED ABOUT 4 KM (2.5 MI) NORTHEAST FROM
 CK4066'RICHMOND HILL, GO NORTHEAST ALONG STATE ROUTE 17 FOR 2.25 KM
 CK4066'(1.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 773 (QUACCO ROAD)
 CK4066'TO THE LEFT.  TURN LEFT GOING NORTHWEST ALONG PAVED COUNTY ROAD
 CK4066'773 FOR 1.6 KM (1 MI) TO THE JUNCTION OF HOLIDAY ROAD TO THE
 CK4066'RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 773 FOR 4.2 KM
 CK4066'(2.6 MI) TO THE STATION ON THE RIGHT.
 CK4066'
 CK4066'THE STATION IS A STANDARD USGS DISK
 CK4066'STAMPED---BROWN 1932---,
 CK4066'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4066'PROJECTING 17. CM ABOVE THE GROUND.  IT IS LOCATED
 CK4066'12.49 METERS (41 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4066'PAVED COUNTY ROAD 773 (QUACCO ROAD),
 CK4066'33.29 METERS (109.2 FT) EAST-NORTHEAST FROM A UTILITY LIGHT
 CK4066'POLE ON THE WEST SIDE OF THE ROAD,
 CK4066'31.30 METERS (102.7 FT) NORTH FROM A POWER POLE ON THE WEST SIDE
 CK4066'OF COUNTY ROAD 773, AND
 CK4066'0.88 METER (2.91 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4066'THE UNDERGROUND MARK IS A STANDARD USGS DISK
 CK4066'STAMPED---BROWN 1932---,
 CK4066'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK4066'
 CK4066'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 CK4066'STAMPED---BROWN RM 5 1933 1983---,
 CK4066'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4066'PROJECTING 7.7 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4066'19.14 METERS (62.80 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK4066'ROAD,
 CK4066'40.05 METERS (131.4 FT) NORTHEAST FROM THE UTILITY LIGHT POLE ON
 CK4066'THE WEST SIDE OF THE ROAD, AND
 CK4066'0.53 METER (1.75 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4066'MARK IS BELOW STATION 0.25 METERS.
 CK4066'
 CK4066'REFERENCE MARK NUMBER 6 IS A UNION CAMP PAPER COMPANY SURVEY DISK
 CK4066'STAMPED---BROWN 1932 NO 6 1983---,
 CK4066'SET INTO A SQUARE CONCRETE MONUMENT 10.2 CM ON SIDE PROJECTING 36
 CK4066'CM ABOVE THE SURFACE OF THE GROUND IMBEDDED IN A ROUND CONCRETE
 CK4066'MONUMENT 30.5 CM IN DIAMETER FLUSH WITH THE GROUND.
 CK4066'IT IS LOCATED
 CK4066'12.19 METERS (40.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK4066'ROAD,
 CK4066'26.88 METERS (88.20 FT) NORTHEAST FROM THE POWER POLE WITH A
 CK4066'TRANSFORMER ON THE WEST SIDE OF THE ROAD,
 CK4066'14.14 METERS (46.40 FT) NORTH-NORTHWEST FROM A TELEPHONE POLE, AND
 CK4066'0.55 METER (1.8 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4066'
 CK4066'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 CK4066'STAMPED---BROWN AZ MK 2 1983---,
 CK4066'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4066'FLUSH WITH GROUND.  IT IS LOCATED
 CK4066'5.18 METERS (17.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK4066'ROAD,
 CK4066'14.17 METERS (46.50 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK4066'SOUTHERNMOST DRIVEWAY OF TWO DRIVEWAYS TO THE WEST,
 CK4066'0.79 METER (2.6 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 CK4066'CONCRETE MAIL BOX, AND
 CK4066'0.51 METER (1.7 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4066'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 CK4066'COUNTY ROAD 773 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE
 CK4066'RIGHT.
 CK4066'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK4066'STAMPED---BROWN AZ MK 2 1983---,
 CK4066'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK4066'SURFACE OF THE GROUND.
 CK4066'
 CK4066'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4066'
 CK4066'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK4066'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK4066'
 CK4066'DESCRIBED BY E.T. SUMMERS.
 CK4066
 CK4066                          STATION RECOVERY (1990)
 CK4066
 CK4066'RECOVERY NOTE BY GEONEX 1990
 CK4066'STATION BROWN WAS RECOVERED IN FAIR CONDITION AS DESCRIBED IN THE 1983
 CK4066'RECOVERY NOTE.  REFERENCE MARKS 5 AND 6 WERE NOT SEARCHED FOR AT THIS
 CK4066'TIME, BUT AZIMUTH MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE 1983
 CK4066'DESCRIPTION IS ADEQUATE TO RECOVER THE STATION, HOWEVER  THE
 CK4066'DISTANCES TO THE NEAREST TOWNS ARE NOT CORRECT. A NEW TO REACH
 CK4066'DESCRIPTION FOLLOWS.
 CK4066'STATION IS LOCATED ALONG QUACCO ROAD APPROXIMATELY 8.0 MI (12.87 KM)
 CK4066'NORTH- NORTHEAST FROM RICHMOND HILL, 4.2 MI (6.76 KM) SOUTH-SOUTHWEST
 CK4066'FROM POOLER, AND 5.5 MI (8.85 KM) SOUTH-SOUTHEAST FROM BLOOMINGDALE.
 CK4066'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 204
 CK4066'(ABERCORN STREET EXTENSION), AND U.S. HIGHWAY 17 (ATLANTIC COAST
 CK4066'HIGHWAY - OGEECHEE ROAD),  GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR
 CK4066'1.4 MI (2.25 KM) TO A TRAFFIC LIGHT AND QUACCO ROAD ON THE LEFT.
 CK4066'TURN LEFT AND GO NORTHWESTERLY ALONG QUACCO ROAD FOR 1.0 MI
 CK4066'(1.61 KM) TO THE INTERSECTION WITH HOLIDAY ROAD ON THE RIGHT.
 CK4066'CONTINUE NORTHWESTERLY ALONG QUACCO ROAD FOR 1.6 MI (2.57 KM) TO THE
 CK4066'UNDERPASS AT THE INTERSECTION WITH INTERSTATE HIGHWAY 95. CONTINUE
 CK4066'NORTHWESTERLY ALONG QUACCO ROAD FOR 1.0 MI (1.61 KM) TO THE STATION
 CK4066'ON THE RIGHT.
 CK4066
 CK4066                          STATION RECOVERY (1996)
 CK4066
 CK4066'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK4066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1836 ***********************************************************************
 DF1836  DESIGNATION -  BROWN
 DF1836  PID         -  DF1836
 DF1836  STATE/COUNTY-  GA/WILKES
 DF1836  USGS QUAD   -  TIGNALL (1955)
 DF1836
 DF1836                         *CURRENT SURVEY CONTROL
 DF1836  ___________________________________________________________________
 DF1836* NAD 83(1994)-  33 50 46.93918(N)    082 44 42.53714(W)     ADJUSTED  
 DF1836* NAVD 88     -       202.1    (meters)     663.     (feet)  VERTCON   
 DF1836  ___________________________________________________________________
 DF1836  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DF1836  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DF1836
 DF1836  HORZ ORDER  -  FIRST
 DF1836
 DF1836.The horizontal coordinates were established by classical geodetic methods
 DF1836.and adjusted by the National Geodetic Survey in September 1997..
 DF1836
 DF1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1836
 DF1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1836
 DF1836.The geoid height was determined by GEOID03.
 DF1836
 DF1836;                    North         East     Units Scale Factor Converg.
 DF1836;SPC GA E     -   426,615.346   146,466.003   MT  0.99993532   -0 19 19.9
 DF1836;SPC GA E     - 1,399,653.85    480,530.54   sFT  0.99993532   -0 19 19.9
 DF1836;UTM  17      - 3,746,492.016   338,540.154   MT  0.99992138   -0 58 19.9
 DF1836
 DF1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1836!SPC GA E     -   0.99997282  x   0.99993532  =   0.99990814
 DF1836!UTM  17      -   0.99997282  x   0.99992138  =   0.99989420
 DF1836
 DF1836|---------------------------------------------------------------------|
 DF1836| PID    Reference Object                     Distance      Geod. Az  |
 DF1836|                                                           dddmmss.s |
 DF1836| DF2834 BROWN RM 1                           25.517 METERS 01853     |
 DF1836| DF2835 BROWN RM 2                           21.402 METERS 19631     |
 DF1836| DF1838 BROWN 1976 AZ MK                    APPROX. 0.7 KM 2054516.2 |
 DF1836|---------------------------------------------------------------------|
 DF1836
 DF1836                          SUPERSEDED SURVEY CONTROL
 DF1836
 DF1836  NAD 83(1986)-  33 50 46.94571(N)    082 44 42.53510(W) AD(       ) 1
 DF1836  NAD 27      -  33 50 46.49595(N)    082 44 43.01741(W) AD(       ) 1
 DF1836  NGVD 29 (07/19/86)  202.2    (m)          663.     (f) VERT ANG       
 DF1836
 DF1836.Superseded values are not recommended for survey control.
 DF1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1836.See file dsdata.txt to determine how the superseded data were derived.
 DF1836
 DF1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3854046492(NAD 83)
 DF1836_MARKER: DS = TRIANGULATION STATION DISK
 DF1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1836
 DF1836  HISTORY     - Date     Condition        Report By
 DF1836  HISTORY     - 1976     MONUMENTED       NGS
 DF1836
 DF1836                          STATION DESCRIPTION
 DF1836
 DF1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1836'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF WASHINGTON,
 DF1836'1-1/2 MILES SOUTH OF TIGNALL AND ON PROPERTY OWNED BY
 DF1836'MR. O. A. DENARD JR. OF WASHINGTON, WHOSE TELEPHONE NUMBER IS
 DF1836'678-7893.
 DF1836'
 DF1836'TO REACH THE STATION FROM THE POST OFFICE IN TIGNALL, GO
 DF1836'SOUTHERLY ON STATE HIGHWAY 17 FOR 0.9 MILE TO A SIDE ROAD
 DF1836'LEFT.  CONTINUE AHEAD, SOUTHERLY, ON THE ROAD FOR 0.6 MILE TO
 DF1836'TWO BRICK HOUSES ON THE LEFT AND THE STATION ON THE RIGHT.
 DF1836'
 DF1836'STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1976.  THE SURFACE
 DF1836'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1836'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 58.5 FEET
 DF1836'WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 33 FEET
 DF1836'EAST-SOUTHEAST OF A 16-INCH PINE TREE, 19 FEET NORTHEAST OF A
 DF1836'5-INCH PINE TREE AND 4 FEET WEST-NORTHWEST OF A METAL WITNESS
 DF1836'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 DF1836'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF1836'
 DF1836'REFERENCE MARK 1, A STANDARD DISK STAMPED BROWN NO 1 1976, IS
 DF1836'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1836'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET
 DF1836'WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 35 FEET SOUTHEAST
 DF1836'OF A 15-INCH PINE TREE AND 3 FEET EAST-SOUTHEAST OF A METAL
 DF1836'WITNESS POST.
 DF1836'
 DF1836'REFERENCE MARK 2, A STANDARD DISK STAMPED BROWN NO 2 1976, IS
 DF1836'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1836'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 51.5 FEET
 DF1836'WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 42 FEET EAST OF
 DF1836'A 16-INCH PINE TREE AND 1.5 FEET NORTHWEST OF A METAL WITNESS
 DF1836'POST.
 DF1836'
 DF1836'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BROWN
 DF1836'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF1836'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 DF1836'IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY, 29 FEET SOUTH OF
 DF1836'THE CENTER OF A DIRT ROAD AND 2 FEET WEST OF A METAL WITNESS
 DF1836'POST.
 DF1836'
 DF1836'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD,
 DF1836'SOUTHERLY, ON THE HIGHWAY FOR 0.4 MILE TO A SIDE ROAD AND THE
 DF1836'MARK ON THE RIGHT.
 DF1836'
 DF1836'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3229 ***********************************************************************
 BE3229  DESIGNATION -  BROWN
 BE3229  PID         -  BE3229
 BE3229  STATE/COUNTY-  GA/GRADY
 BE3229  USGS QUAD   -  BEACHTON (1994)
 BE3229
 BE3229                         *CURRENT SURVEY CONTROL
 BE3229  ___________________________________________________________________
 BE3229* NAD 83(1994)-  30 42 27.99543(N)    084 11 12.37478(W)     ADJUSTED  
 BE3229* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 BE3229  ___________________________________________________________________
 BE3229  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BE3229  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3229
 BE3229  HORZ ORDER  -  FIRST
 BE3229
 BE3229.The horizontal coordinates were established by classical geodetic methods
 BE3229.and adjusted by the National Geodetic Survey in September 1997..
 BE3229
 BE3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3229
 BE3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3229
 BE3229.The geoid height was determined by GEOID03.
 BE3229
 BE3229;                    North         East     Units Scale Factor Converg.
 BE3229;SPC GA W     -    78,455.322   698,074.335   MT  0.99990005   -0 00 37.0
 BE3229;SPC GA W     -   257,398.84  2,290,265.55   sFT  0.99990005   -0 00 37.0
 BE3229;UTM  16      - 3,400,596.503   769,435.575   MT  1.00049563   +1 26 14.9
 BE3229
 BE3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3229!SPC GA W     -   0.99999027  x   0.99990005  =   0.99989032
 BE3229!UTM  16      -   0.99999027  x   1.00049563  =   1.00048590
 BE3229
 BE3229|---------------------------------------------------------------------|
 BE3229| PID    Reference Object                     Distance      Geod. Az  |
 BE3229|                                                           dddmmss.s |
 BE3229| CW1869 BROWN RM 1                           18.869 METERS 00519     |
 BE3229| CW1871 BROWN RM 3                                         0734143.9 |
 BE3229| CW1870 BROWN RM 2                           20.305 METERS 18936     |
 BE3229| BE3232 THOMASVILLE TV STA WCTV MAST        APPROX. 5.4 KM 2044748.0 |
 BE3229|---------------------------------------------------------------------|
 BE3229
 BE3229                          SUPERSEDED SURVEY CONTROL
 BE3229
 BE3229  NAD 83(1986)-  30 42 28.00276(N)    084 11 12.37973(W) AD(       ) 1
 BE3229  NAD 27      -  30 42 27.30051(N)    084 11 12.74469(W) AD(       ) 1
 BE3229  NGVD 29 (07/19/86)   89.8    (m)          295.     (f) VERT ANG       
 BE3229
 BE3229.Superseded values are not recommended for survey control.
 BE3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3229.See file dsdata.txt to determine how the superseded data were derived.
 BE3229
 BE3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6943600597(NAD 83)
 BE3229_MARKER: DS = TRIANGULATION STATION DISK
 BE3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3229
 BE3229  HISTORY     - Date     Condition        Report By
 BE3229  HISTORY     - 1973     MONUMENTED       NGS
 BE3229
 BE3229                          STATION DESCRIPTION
 BE3229
 BE3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BE3229'NO MEASUREMENTS BETWEEN THE RMS DUE TO BRUSH ON LINE.
 BE3229'
 BE3229'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF CAIRO,
 BE3229'12 MILES WEST OF METCALF, 7.5 MILES SOUTHEAST OF RENO AND ON LAND
 BE3229'OWNED BY MRS. EHLA B. BROWN, ROUTE 1, BOX 108, CAIRO, GEORGIA.
 BE3229'
 BE3229'TO REACH THE STATION FROM THE POST OFFICE IN CAIRO, GO SOUTH ON
 BE3229'STATE HIGHWAY 93 AND STATE HIGHWAY 111 FOR 0.4 MILE TO WHERE
 BE3229'STATE HIGHWAY 111 TURNS RIGHT.  TURN LEFT AND GO WEST ON STATE
 BE3229'HIGHWAY 93 FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY
 BE3229'188.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 93 FOR 11.6 MILES
 BE3229'TO A PAVED CROSSROAD, 1.0 MILE BEFORE REACHING STATE HIGHWAY
 BE3229'319, TURN RIGHT AND GO WEST-SOUTHWEST ON THE PAVED ROAD FOR 3.25
 BE3229'MILES TO REFERENCE MARK 3 ON THE LEFT, CONTINUE WESTERLY ON THE
 BE3229'PAVED ROAD FOR 0.15 MILE TO A DRIVEWAY LEADING TO MRS. EHLA B.
 BE3229'BROWNS HOUSE AND THE STATION ON THE RIGHT.
 BE3229'
 BE3229'STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1973.  THE SURFACE
 BE3229'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BE3229'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET NORTH OF
 BE3229'THE CENTER OF THE PAVED ROAD, 39 FEET SOUTHEAST OF A 12-INCH
 BE3229'PECAN TREE, 28 FEET NORTHEAST OF A 6-INCH PECAN TREE AND 23 FEET
 BE3229'WEST OF A METAL WITNESS POST AND FENCELINE.  THE UNDERGROUND
 BE3229'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 BE3229'INCHES BELOW THE GROUND SURFACE.
 BE3229'
 BE3229'REFERENCE MARK 1, A STANDARD DISK STAMPED BROWN NO 1 1973, IS
 BE3229'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BE3229'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET SOUTH
 BE3229'OF AN 18-INCH PECAN TREE AND 1 FOOT EAST OF THE FENCELINE.
 BE3229'
 BE3229'REFERENCE MARK 2, A STANDARD DISK STAMPED BROWN NO 2 1973, IS
 BE3229'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BE3229'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET NORTH
 BE3229'OF THE CENTER OF THE PAVED ROAD, 52 FEET SOUTHEAST OF THE 18-INCH
 BE3229'PECAN TREE, 41 FEET SOUTH OF THE 6-INCH PECAN TREE AND 1 FOOT
 BE3229'NORTH OF A FENCELINE.
 BE3229'
 BE3229'REFERENCE MARK 3, A STANDARD DISK STAMPED BROWN NO 3 1973, IS SET
 BE3229'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BE3229'FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH OF THE CENTER
 BE3229'OF THE PAVED ROAD, 11 FEET SOUTHEAST OF AN 18-INCH PINE TREE,
 BE3229'4 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A
 BE3229'FENCELINE.  THIS MARK SERVES AS AN AZIMUTH MARK.
 BE3229'
 BE3229'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1548 ***********************************************************************
 BR1548  DESIGNATION -  BROWN
 BR1548  PID         -  BR1548
 BR1548  STATE/COUNTY-  GA/GLYNN
 BR1548  USGS QUAD   -  DOVER BLUFF (1993)
 BR1548
 BR1548                         *CURRENT SURVEY CONTROL
 BR1548  ___________________________________________________________________
 BR1548* NAD 83(1994)-  31 06 22.95998(N)    081 33 45.09503(W)     ADJUSTED  
 BR1548* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1548  ___________________________________________________________________
 BR1548  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BR1548  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 BR1548
 BR1548  HORZ ORDER  -  THIRD
 BR1548
 BR1548.The horizontal coordinates were established by classical geodetic methods
 BR1548.and adjusted by the National Geodetic Survey in September 1997..
 BR1548
 BR1548.The orthometric height was scaled from a topographic map.
 BR1548
 BR1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1548
 BR1548.The geoid height was determined by GEOID03.
 BR1548
 BR1548;                    North         East     Units Scale Factor Converg.
 BR1548;SPC GA E     -   122,799.772   257,628.560   MT  0.99994095   +0 18 43.6
 BR1548;SPC GA E     -   402,885.59    845,236.37   sFT  0.99994095   +0 18 43.6
 BR1548;UTM  17      - 3,441,527.407   446,357.123   MT  0.99963549   -0 17 26.2
 BR1548
 BR1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1548!SPC GA E     -   1.00000457  x   0.99994095  =   0.99994552
 BR1548!UTM  17      -   1.00000457  x   0.99963549  =   0.99964006
 BR1548
 BR1548|---------------------------------------------------------------------|
 BR1548| PID    Reference Object                     Distance      Geod. Az  |
 BR1548|                                                           dddmmss.s |
 BR1548| CW4691 BROWN RM 1                           13.902 METERS 05906     |
 BR1548| CW4692 BROWN RM 2                           14.750 METERS 14034     |
 BR1548| BR0361 FOREST RM 3                         APPROX. 1.3 KM 2363513.4 |
 BR1548|---------------------------------------------------------------------|
 BR1548
 BR1548                          SUPERSEDED SURVEY CONTROL
 BR1548
 BR1548  NAD 83(1986)-  31 06 22.97099(N)    081 33 45.09855(W) AD(       ) 3
 BR1548  NAD 27      -  31 06 22.14400(N)    081 33 45.73700(W) AD(       ) 3
 BR1548
 BR1548.Superseded values are not recommended for survey control.
 BR1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1548.See file dsdata.txt to determine how the superseded data were derived.
 BR1548
 BR1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4635741527(NAD 83)
 BR1548_MARKER: DS = TRIANGULATION STATION DISK
 BR1548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR1548_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BR1548
 BR1548  HISTORY     - Date     Condition        Report By
 BR1548  HISTORY     - 1934     MONUMENTED       CGS
 BR1548  HISTORY     - 1954     GOOD             CGS
 BR1548
 BR1548                          STATION DESCRIPTION
 BR1548
 BR1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BR1548'ENTERING THE LITTLE SATILLA RIVER FROM FANCY BLUFF CREEK
 BR1548'FOLLOW EAST BANK OF LITTLE SATILLA RIVER 0.8 OF A MILE DOWN
 BR1548'RIVER, ABOUT 350 METERS SOUTH OF WOODED POINT.  STATION IS
 BR1548'ABOUT 10 METERS FROM HIGH WATER IN MARSH.  STATION IS 0.7 MILE
 BR1548'UP THE RIVER ON THE OPPOSITE BANK FROM THE DOCK OF THE GEORGIA
 BR1548'PRODUCTS COMPANY.
 BR1548'
 BR1548'DISTANCE FROM R.M. 1 TO R.M. 2 IS 18.712 METERS
 BR1548'
 BR1548'HEIGHT OF SIGNAL ABOVE STATION MARK 4 METERS.
 BR1548
 BR1548                          STATION RECOVERY (1954)
 BR1548
 BR1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1548'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BR1548'CONDITION.  IN VERIFYING THE REFERENCE MARK DISTANCES, THE
 BR1548'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 13.912 M. NOT
 BR1548'13.902 M.  THE DESCRIPTION OF H.A.P. IN 1934 IS ADEQUATE
 BR1548'WITH THE FOLLOWING CORRECTIONS AND ADDITIONS--
 BR1548'
 BR1548'THE STATION IS 14.0 M. E OF THE EDGE OF THE MARSH NOT 10 M.
 BR1548'
 BR1548'THE MARKS ARE STAMPED BROWN 1934, BROWN R.M. 1 1934 AND BROWN
 BR1548'R.M. 2 1934.
 BR1548'
 BR1548'THE STATION MARK AND REFERENCE MARK 1 PROJECT 8 IN.  REFERENCE
 BR1548'MARK 2 PROJECTS 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2774 ***********************************************************************
 DG2774  DESIGNATION -  BROWN
 DG2774  PID         -  DG2774
 DG2774  STATE/COUNTY-  GA/FULTON
 DG2774  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2774
 DG2774                         *CURRENT SURVEY CONTROL
 DG2774  ___________________________________________________________________
 DG2774* NAD 83(1994)-  33 51 20.20446(N)    084 26 18.37661(W)     ADJUSTED  
 DG2774* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 DG2774  ___________________________________________________________________
 DG2774  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DG2774  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG2774
 DG2774  HORZ ORDER  -  FIRST
 DG2774
 DG2774.The horizontal coordinates were established by classical geodetic methods
 DG2774.and adjusted by the National Geodetic Survey in September 1997..
 DG2774
 DG2774.The orthometric height was scaled from a topographic map.
 DG2774
 DG2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2774
 DG2774.The geoid height was determined by GEOID03.
 DG2774
 DG2774;                    North         East     Units Scale Factor Converg.
 DG2774;SPC GA W     -   427,522.883   674,852.546   MT  0.99990779   -0 09 05.1
 DG2774;SPC GA W     - 1,402,631.33  2,214,078.73   sFT  0.99990779   -0 09 05.1
 DG2774;UTM  16      - 3,749,099.185   736,984.369   MT  1.00029240   +1 25 39.8
 DG2774
 DG2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2774!SPC GA W     -   0.99995722  x   0.99990779  =   0.99986502
 DG2774!UTM  16      -   0.99995722  x   1.00029240  =   1.00024961
 DG2774
 DG2774|---------------------------------------------------------------------|
 DG2774| PID    Reference Object                     Distance      Geod. Az  |
 DG2774|                                                           dddmmss.s |
 DG2774| CZ2870 BROWN RM 1                                         01556     |
 DG2774| DG2775 BROWN RESET                           5.364 METERS 01556     |
 DG2774| CZ2871 BROWN RM 2                                         13238     |
 DG2774| DG2770 WATER                               APPROX. 4.6 KM 1850205.0 |
 DG2774|---------------------------------------------------------------------|
 DG2774
 DG2774                          SUPERSEDED SURVEY CONTROL
 DG2774
 DG2774  NAD 83(1986)-  33 51 20.21096(N)    084 26 18.37569(W) AD(       ) 1
 DG2774  NAD 27      -  33 51 19.83500(N)    084 26 18.64300(W) AD(       ) 1
 DG2774
 DG2774.Superseded values are not recommended for survey control.
 DG2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2774.See file dsdata.txt to determine how the superseded data were derived.
 DG2774
 DG2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3698449099(NAD 83)
 DG2774_MARKER: DS = TRIANGULATION STATION DISK
 DG2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2774
 DG2774  HISTORY     - Date     Condition        Report By
 DG2774  HISTORY     - 1927     MONUMENTED       CGS
 DG2774  HISTORY     - 1940     SEE DESCRIPTION  GAGS
 DG2774
 DG2774                          STATION DESCRIPTION
 DG2774
 DG2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2774'STATION IS ABOUT 7 MILES NW FROM ATLANTA.
 DG2774'
 DG2774'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2774'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2774'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG2774'
 DG2774'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 DG2774'CYLINDERS.
 DG2774'
 DG2774'TO REACH STATION GO OUT PEACHTREE STREET TO ST. ANDREWS DRIVE,
 DG2774'TURN LEFT AND GO TO PACES FERRY ROAD, TURN LEFT AND GO 2.3 MILES TO
 DG2774'HOWELL MILL ROAD, TURN RIGHT AND GO 0.8 MILE TO MT. PERRIN ROAD.
 DG2774'ENTRANCE TO MRS. TEN EYCK BROWNS ESTATE IS AT THE CORNER OF MT.
 DG2774'PERRIN ROAD AND PACES FERRY ROAD.  GO THROUGH GATE AND GO ABOUT
 DG2774'300 FEET UP DRIVEWAY, MARK IS ABOUT 30 FEET W OF DRIVEWAY.
 DG2774'
 DG2774'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 FEET.
 DG2774
 DG2774                          STATION RECOVERY (1940)
 DG2774
 DG2774'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1940
 DG2774'STATION WAS RESET IN 1936.  HOWEVER, THIS CORRECTION WAS NOT
 DG2774'MADE IN GEODETIC PUBLICATION.  RECENT INFORMATION CONCERNING
 DG2774'THE RE-LOCATION OF THIS MARK WAS DISCOVERED AND THE NEW POSITION
 DG2774'COMPUTED IN COORDINATES.  THE STATION WAS MOVED 17.589 FEET N FROM
 DG2774'THE ORIGINAL POSITION IN LINE WITH REFERENCE MARK NO. 1.
 DG2774'
 DG2774'ITS ELEVATION IS 3.384 FEET LOWER THAN ORIGINALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3258 ***********************************************************************
 DG3258  DESIGNATION -  BROWN
 DG3258  PID         -  DG3258
 DG3258  STATE/COUNTY-  GA/FULTON
 DG3258  USGS QUAD   -  FAIRBURN (1982)
 DG3258
 DG3258                         *CURRENT SURVEY CONTROL
 DG3258  ___________________________________________________________________
 DG3258* NAD 83(1994)-  33 36 11.23601(N)    084 32 24.44074(W)     ADJUSTED  
 DG3258* NAVD 88     -       320.1    (meters)    1050.     (feet)  VERTCON   
 DG3258  ___________________________________________________________________
 DG3258  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DG3258  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DG3258
 DG3258  HORZ ORDER  -  FIRST
 DG3258
 DG3258.The horizontal coordinates were established by classical geodetic methods
 DG3258.and adjusted by the National Geodetic Survey in September 1997..
 DG3258
 DG3258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3258
 DG3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3258
 DG3258.The geoid height was determined by GEOID03.
 DG3258
 DG3258;                    North         East     Units Scale Factor Converg.
 DG3258;SPC GA W     -   399,549.270   665,342.114   MT  0.99991480   -0 12 24.1
 DG3258;SPC GA W     - 1,310,854.56  2,182,876.59   sFT  0.99991480   -0 12 24.1
 DG3258;UTM  16      - 3,720,864.859   728,242.741   MT  1.00024229   +1 21 43.1
 DG3258
 DG3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3258!SPC GA W     -   0.99995436  x   0.99991480  =   0.99986916
 DG3258!UTM  16      -   0.99995436  x   1.00024229  =   1.00019664
 DG3258
 DG3258|---------------------------------------------------------------------|
 DG3258| PID    Reference Object                     Distance      Geod. Az  |
 DG3258|                                                           dddmmss.s |
 DG3258| CZ2872 BROWN RM 1                           25.629 METERS 01925     |
 DG3258| DG2687 COLLEGE PARK FAA MICROWAVE          APPROX. 5.9 KM 0592625.6 |
 DG3258| DG2655 PASTURE RM 3                        APPROX. 9.1 KM 0843231.4 |
 DG3258| CZ2873 BROWN RM 2                           17.061 METERS 14718     |
 DG3258| DG3247 UNION CITY MUNICIPAL TANK           APPROX. 2.8 KM 2001640.4 |
 DG3258| DG3259 UNION CITY WATERWORKS TANK          APPROX. 0.6 KM 2490245.4 |
 DG3258|---------------------------------------------------------------------|
 DG3258
 DG3258                          SUPERSEDED SURVEY CONTROL
 DG3258
 DG3258  NAD 83(1994)-  33 36 11.24367(N)    084 32 24.43933(W) AD(       ) 1
 DG3258  NAD 83(1986)-  33 36 11.24394(N)    084 32 24.43918(W) AD(       ) 1
 DG3258  NAD 27      -  33 36 10.84796(N)    084 32 24.68982(W) AD(       ) 1
 DG3258  NGVD 29 (07/19/86)  320.1    (m)         1050.     (f) VERT ANG       
 DG3258
 DG3258.Superseded values are not recommended for survey control.
 DG3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3258.See file dsdata.txt to determine how the superseded data were derived.
 DG3258
 DG3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2824320865(NAD 83)
 DG3258_MARKER: DS = TRIANGULATION STATION DISK
 DG3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3258
 DG3258  HISTORY     - Date     Condition        Report By
 DG3258  HISTORY     - 1973     MONUMENTED       NGS
 DG3258
 DG3258                          STATION DESCRIPTION
 DG3258
 DG3258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3258'NO MEASUREMENT BETWEEN RMS DUE TO TREES.
 DG3258'
 DG3258'NO SUITABLE LOCATION FOR A DISTANT RM (AZ MK).
 DG3258'
 DG3258'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF COLLEGE PARK,
 DG3258'3.5 MILES NORTHEAST OF FAIRBURN, 2 MILES NORTHWEST OF
 DG3258'INTERSTATE HIGHWAY 85, AND ON PROPERTY OWNED AND OCCUPIED BY
 DG3258'MR. HOWELL R. JOHNSON.
 DG3258'
 DG3258'TO REACH FROM THE POST OFFICE IN FAIRBURN, GO SOUTH FOR 0.1 MILE
 DG3258'TO THE JUNCTION OF U.S. HIGHWAY 29 AND STATE ROUTE 92.  TURN LEFT
 DG3258'AND GO NORTHEAST ON HIGHWAY 29 FOR 3.4 MILES TO MASON ROAD ON THE
 DG3258'LEFT.  CONTINUE AHEAD FOR 0.3 MILE TO A GRAVELED DRIVEWAY ON THE
 DG3258'LEFT.  CONTINUE AHEAD FOR 0.1 MILE TO A POWERLINE CROSSING AND
 DG3258'A CROSSROAD.  TURN LEFT AND GO NORTH FOR ABOUT 50 FEET TO A
 DG3258'LOCKED GATE.  PASS THROUGH GATE, TURN SHARP LEFT, PASSING
 DG3258'THROUGH A WIRE GATE AND GO WEST FOR ABOUT 150 FEET TO EDGE OF
 DG3258'WOODS AT THE WEST EDGE OF GEORGIA POWER COMPANY RIGHT-OF-WAY
 DG3258'AND THE STATION AS DESCRIBED.
 DG3258'
 DG3258'THE STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1973.  THE
 DG3258'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3258'MONUMENT WHICH IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 DG3258'89 FEET WEST-NORTHWEST OF A GEORGIA POWER COMPANY RIGHT-OF-WAY
 DG3258'MARKER, 56.3 FEET NORTH-NORTHWEST OF A WIRE FENCE AND METAL
 DG3258'WITNESS POST, 50 FEET EAST-NORTHEAST OF A WIRE FENCE AND 43.5 FEET
 DG3258'WEST OF A 16-INCH OAK TREE.  THE UNDERGROUND DISK IS SET IN
 DG3258'THE TOP OF AN IRREGULAR MASS OF CONCRETE MONUMENT WHICH IS ABOUT
 DG3258'42 INCHES BELOW THE GROUND SURFACE.
 DG3258'
 DG3258'REFERENCE MARK 1, A STANDARD DISK STAMPED BROWN NO 1 1973, IS
 DG3258'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3258'IS FLUSH WITH THE GROUND SURFACE.  IT IS 114 FEET NORTH-NORTHWEST
 DG3258'OF A WIRE FENCE AND THE GEORGIA POWER COMPANY MARKER, 113 FEET
 DG3258'SOUTH-SOUTHEAST OF A WIRE FENCE, AND 8 FEET EAST-NORTHEAST OF
 DG3258'EDGE OF THE WOODS.
 DG3258'
 DG3258'REFERENCE MARK 2, A STANDARD DISK STAMPED BROWN NO 2 1973, IS
 DG3258'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3258'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET
 DG3258'EAST-NORTHEAST OF A FENCE CORNER, 1 FOOT NORTH-NORTHWEST OF A
 DG3258'WIRE FENCE AND 1 FOOT EAST-NORTHEAST OF A METAL WITNESS POST.
 DG3258'
 DG3258'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2187 ***********************************************************************
 EE2187  DESIGNATION -  BROWN
 EE2187  PID         -  EE2187
 EE2187  STATE/COUNTY-  GA/FLOYD
 EE2187  USGS QUAD   -  ROME SOUTH (1985)
 EE2187
 EE2187                         *CURRENT SURVEY CONTROL
 EE2187  ___________________________________________________________________
 EE2187* NAD 83(1994)-  34 12 06.19795(N)    085 09 17.47787(W)     ADJUSTED  
 EE2187* NAVD 88     -       320.1    (meters)    1050.     (feet)  VERTCON   
 EE2187  ___________________________________________________________________
 EE2187  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 EE2187  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2187
 EE2187  HORZ ORDER  -  FIRST
 EE2187
 EE2187.The horizontal coordinates were established by classical geodetic methods
 EE2187.and adjusted by the National Geodetic Survey in September 1997..
 EE2187
 EE2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2187
 EE2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2187
 EE2187.The geoid height was determined by GEOID03.
 EE2187
 EE2187;                    North         East     Units Scale Factor Converg.
 EE2187;SPC GA W     -   466,318.743   608,930.233   MT  1.00000220   -0 33 19.8
 EE2187;SPC GA W     - 1,529,914.08  1,997,798.61   sFT  1.00000220   -0 33 19.8
 EE2187;UTM  16      - 3,786,061.854   670,002.213   MT  0.99995626   +1 02 14.7
 EE2187
 EE2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2187!SPC GA W     -   0.99995431  x   1.00000220  =   0.99995651
 EE2187!UTM  16      -   0.99995431  x   0.99995626  =   0.99991057
 EE2187
 EE2187:                Primary Azimuth Mark                     Grid Az
 EE2187:SPC GA W     -  ROME MUN STANDPIPE                       001 44 51.3
 EE2187:UTM  16      -  ROME MUN STANDPIPE                       000 09 16.8
 EE2187
 EE2187|---------------------------------------------------------------------|
 EE2187| PID    Reference Object                     Distance      Geod. Az  |
 EE2187|                                                           dddmmss.s |
 EE2187| EE2194 ROME MUN STANDPIPE                  APPROX. 3.7 KM 0011131.5 |
 EE2187| EE2108 ROME SOUTHERN NATL GAS RAD TWR      APPROX. 6.7 KM 0260826.0 |
 EE2187| CG4900 BROWN RM 3                                         1153736.2 |
 EE2187| EE2148 VORTAC ROME RMG                     APPROX. 5.4 KM 1430227.2 |
 EE2187| CG4898 BROWN RM 1                           23.832 METERS 17848     |
 EE2187| EE2192 ROME SADDLE MTN STANDPIPE           APPROX. 1.4 KM 2951334.2 |
 EE2187| CG4899 BROWN RM 2                           19.264 METERS 30205     |
 EE2187| EE2118 ROME GENERAL ELEC CORP TANK         APPROX.10.7 KM 3264354.6 |
 EE2187| EE2134 ROME SHORTER COLL TANK              APPROX. 7.3 KM 3274731.5 |
 EE2187| EE2133 ROME SHORTER COLL STANDPIPE         APPROX. 7.2 KM 3282732.4 |
 EE2187| EE2116 ROME CO CTHSE SPIRE                 APPROX. 6.2 KM 3455817.0 |
 EE2187| EE2122 ROME CLOCK TOWER                    APPROX. 5.9 KM 3470902.5 |
 EE2187| EE2117 ROME RAD STA WROM MAST              APPROX. 5.7 KM 3594543.8 |
 EE2187|---------------------------------------------------------------------|
 EE2187
 EE2187                          SUPERSEDED SURVEY CONTROL
 EE2187
 EE2187  NAD 83(1994)-  34 12 06.20137(N)    085 09 17.47980(W) AD(       ) 1
 EE2187  NAD 83(1986)-  34 12 06.20294(N)    085 09 17.47831(W) AD(       ) 1
 EE2187  NAD 27      -  34 12 05.85955(N)    085 09 17.66058(W) AD(       ) 1
 EE2187  NGVD 29 (07/19/86)  320.1    (m)         1050.     (f) VERT ANG       
 EE2187
 EE2187.Superseded values are not recommended for survey control.
 EE2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2187.See file dsdata.txt to determine how the superseded data were derived.
 EE2187
 EE2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7000286062(NAD 83)
 EE2187_MARKER: DS = TRIANGULATION STATION DISK
 EE2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2187
 EE2187  HISTORY     - Date     Condition        Report By
 EE2187  HISTORY     - 1972     MONUMENTED       NGS
 EE2187
 EE2187                          STATION DESCRIPTION
 EE2187
 EE2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2187'NO MEASUREMENT BETWEEN RMS DUE TO THICK WOODS.
 EE2187'
 EE2187'THE STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF
 EE2187'KINGSTON, 3 MILES SOUTH OF ROME, 0.5 MILE EAST OF STATE ROUTE
 EE2187'101 AND ON PROPERTY OWNED AND OCCUPIED BY MRS. W.A. BROWN.
 EE2187'
 EE2187'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROUTE
 EE2187'20 (NORTH BROAD STREET AND TURNER MC CALL BOULEVARD) IN ROME, GO
 EE2187'SOUTH ON HIGHWAY 27 FOR 2 MILES TO THE JUNCTION OF U.S. HIGHWAY
 EE2187'411.  TURN LEFT AND GO EAST ON HIGHWAY 411 FOR 0.9 MILE TO A
 EE2187'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON CHULIO ROAD
 EE2187'FOR 0.75 MILE TO A SIDE ROAD ON THE RIGHT, TWINS COURT
 EE2187'ROAD.  (TO REACH REFERENCE MARK 3, CONTINUE SOUTH AND EAST ON
 EE2187'CHULIO ROAD FOR 1.65 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 EE2187'AND GO SOUTH ON BOYD VALLEY ROAD FOR 0.4 MILE TO THE RESIDENCE
 EE2187'OF MR. CARL WATERS ON THE RIGHT AND THE MARK AS DESCRIBED).
 EE2187'TURN RIGHT AND GO SOUTHERLY ON TWINS COURT ROAD FOR 0.1 MILE
 EE2187'TO A T-INTERSECTION.  TURN LEFT AND GO DOWN HILL FOR 0.05
 EE2187'MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 EE2187'SOUTHWESTERLY ON THE MAIN GRAVELED ROAD FOR 0.65 MILE TO A
 EE2187'LARGE STONE HOUSE AT THE HIGHEST POINT OF THE HILL AT THE END
 EE2187'OF THE ROAD.  TAKE EITHER THE EAST OR THE WEST LANE OF A
 EE2187'CIRCLE DRIVEWAY FOR 0.05 MILE TO THE BACK OF THE HOUSE AND
 EE2187'THE STATION.
 EE2187'
 EE2187'THE STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1972.  THE
 EE2187'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2187'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET
 EE2187'SOUTHWEST OF A 14-INCH HICKORY TREE, 42.5 FEET SOUTH-SOUTHEAST
 EE2187'OF THE WEST ONE OF TWO OAK TREES AND 37 FEET SOUTH-SOUTHWEST OF
 EE2187'THE EAST ONE OF THE TWO OAK TREES.  THE UNDERGROUND DISK IS SET
 EE2187'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 42
 EE2187'INCHES BELOW THE GROUND SURFACE.
 EE2187'
 EE2187'REFERENCE MARK 1, A STANDARD DISK STAMPED BROWN NO 1 1972, IS
 EE2187'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2187'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 116 FEET SOUTH
 EE2187'OF THE EAST OAK TREE, 3 FEET NORTHEAST OF A TWIN 8-INCH HICKORY
 EE2187'TREE, AT THE WEST EDGE OF A CLEARING AND ABOUT 2 FEET LOWER THAN
 EE2187'THE STATION.
 EE2187'
 EE2187'REFERENCE MARK 2, A STANDARD DISK STAMPED BROWN NO 2 1972, IS
 EE2187'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE2187'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 40.5 FEET
 EE2187'WEST OF THE WEST OAK TREE, 22.5 FEET SOUTH OF A 24-INCH HICKORY
 EE2187'TREE, 7 FEET SOUTH OF A 12-INCH OAK TREE AND 1 FOOT HIGHER THAN
 EE2187'THE STATION.
 EE2187'
 EE2187'REFERENCE MARK 3, A STANDARD DISK STAMPED BROWN NO 3 1972, IS
 EE2187'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 EE2187'DRIVEWAY.  IT IS 51 FEET EAST OF THE NORTHEAST CORNER OF A CAR
 EE2187'PORT, 29 FEET NORTH OF A MAN HOLE COVER AND 18 FEET WEST OF THE
 EE2187'ROAD CENTER.
 EE2187'
 EE2187'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5872 ***********************************************************************
 CK5872  DESIGNATION -  BROWN AZ MK 2
 CK5872  PID         -  CK5872
 CK5872  STATE/COUNTY-  GA/CHATHAM
 CK5872  USGS QUAD   -  MELDRIM SE (1976)
 CK5872
 CK5872                         *CURRENT SURVEY CONTROL
 CK5872  ___________________________________________________________________
 CK5872* NAD 83(1994)-  32 03 38.31478(N)    081 16 14.46020(W)     ADJUSTED  
 CK5872* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 CK5872  ___________________________________________________________________
 CK5872  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CK5872  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 CK5872
 CK5872  HORZ ORDER  -  SECOND
 CK5872
 CK5872.The horizontal coordinates were established by classical geodetic methods
 CK5872.and adjusted by the National Geodetic Survey in September 1997..
 CK5872
 CK5872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5872
 CK5872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5872
 CK5872.The geoid height was determined by GEOID03.
 CK5872
 CK5872;                    North         East     Units Scale Factor Converg.
 CK5872;SPC GA E     -   228,791.880   284,601.559   MT  0.99998824   +0 28 32.3
 CK5872;SPC GA E     -   750,628.03    933,730.28   sFT  0.99998824   +0 28 32.3
 CK5872;UTM  17      - 3,547,189.581   474,449.308   MT  0.99960805   -0 08 37.3
 CK5872
 CK5872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5872!SPC GA E     -   1.00000397  x   0.99998824  =   0.99999221
 CK5872!UTM  17      -   1.00000397  x   0.99960805  =   0.99961202
 CK5872
 CK5872                          SUPERSEDED SURVEY CONTROL
 CK5872
 CK5872  NAD 83(1986)-  32 03 38.32816(N)    081 16 14.47261(W) AD(       ) 2
 CK5872  NGVD 29 (10/08/91)    5.9    (m)           19.     (f) VERT ANG       
 CK5872
 CK5872.Superseded values are not recommended for survey control.
 CK5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5872.See file dsdata.txt to determine how the superseded data were derived.
 CK5872
 CK5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7444947190(NAD 83)
 CK5872_MARKER: DZ = AZIMUTH MARK DISK
 CK5872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5872+STABILITY: SURFACE MOTION
 CK5872
 CK5872  HISTORY     - Date     Condition        Report By
 CK5872  HISTORY     - 1983     MONUMENTED       GADT
 CK5872  HISTORY     - 19960412 GOOD             USPSQD
 CK5872
 CK5872                          STATION DESCRIPTION
 CK5872
 CK5872'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5872'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) NORTH-NORTHEAST
 CK5872'FROM RICHMOND HILL, 8.2 KM (5.1 MI) WEST OF SAVANNAH, AND 3.4
 CK5872'KM (2.1 MI) SOUTH-SOUTHWEST FROM POOLER.
 CK5872'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK5872'
 CK5872'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5872'STATE ROUTE 204, LOCATED ABOUT 4 KM (2.5 MI) NORTHEAST FROM
 CK5872'RICHMOND HILL, GO NORTHEAST ALONG STATE ROUTE 17 FOR 2.25 KM
 CK5872'(1.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 773 (QUACCO ROAD)
 CK5872'TO THE LEFT.  TURN LEFT GOING NORTHWEST ALONG PAVED COUNTY ROAD
 CK5872'773 FOR 1.6 KM (1 MI) TO THE JUNCTION OF HOLIDAY ROAD TO THE
 CK5872'RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 773 FOR 4.7 KM
 CK5872'(0.3 MI) TO THE STATION ON THE LEFT.
 CK5872'
 CK5872'THE STATION IS A STANDARD NGS DISK
 CK5872'STAMPED---BROWN AZ MK 2 1983---,
 CK5872'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5872'FLUSH WITH GROUND.  IT IS LOCATED
 CK5872'5.18 METERS (17.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK5872'ROAD,
 CK5872'14.17 METERS (46.50 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK5872'SOUTHERNMOST DRIVEWAY OF TWO DRIVEWAYS TO THE WEST,
 CK5872'0.79 METER (2.6 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 CK5872'CONCRETE MAIL BOX, AND
 CK5872'0.51 METER (1.7 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5872'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK5872'STAMPED---BROWN AZ MK 2 1983---,
 CK5872'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5872'
 CK5872'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5872'
 CK5872'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5872'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5872'
 CK5872'DESCRIBED BY E.T. SUMMERS.
 CK5872
 CK5872                          STATION RECOVERY (1996)
 CK5872
 CK5872'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2775 ***********************************************************************
 DG2775  DESIGNATION -  BROWN RESET
 DG2775  PID         -  DG2775
 DG2775  STATE/COUNTY-  GA/FULTON
 DG2775  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2775
 DG2775                         *CURRENT SURVEY CONTROL
 DG2775  ___________________________________________________________________
 DG2775* NAD 83(1994)-  33 51 20.37186(N)    084 26 18.31934(W)     ADJUSTED  
 DG2775* NAVD 88     -       306.0    (meters)    1004.     (feet)  VERTCON   
 DG2775  ___________________________________________________________________
 DG2775  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DG2775  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG2775
 DG2775  HORZ ORDER  -  SECOND
 DG2775
 DG2775.The horizontal coordinates were established by classical geodetic methods
 DG2775.and adjusted by the National Geodetic Survey in September 1997..
 DG2775
 DG2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2775
 DG2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2775
 DG2775.The geoid height was determined by GEOID03.
 DG2775
 DG2775;                    North         East     Units Scale Factor Converg.
 DG2775;SPC GA W     -   427,528.036   674,854.032   MT  0.99990779   -0 09 05.0
 DG2775;SPC GA W     - 1,402,648.23  2,214,083.60   sFT  0.99990779   -0 09 05.0
 DG2775;UTM  16      - 3,749,104.379   736,985.713   MT  1.00029240   +1 25 39.8
 DG2775
 DG2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2775!SPC GA W     -   0.99995660  x   0.99990779  =   0.99986439
 DG2775!UTM  16      -   0.99995660  x   1.00029240  =   1.00024898
 DG2775
 DG2775                          SUPERSEDED SURVEY CONTROL
 DG2775
 DG2775  NAD 83(1986)-  33 51 20.37828(N)    084 26 18.31845(W) AD(       ) 2
 DG2775  NAD 27      -  33 51 20.00200(N)    084 26 18.58600(W) AD(       ) 2
 DG2775  NGVD 29 (11/09/93)  306.0    (m)         1004.     (f) GPS OBS        
 DG2775
 DG2775.Superseded values are not recommended for survey control.
 DG2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2775.See file dsdata.txt to determine how the superseded data were derived.
 DG2775
 DG2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3698649104(NAD 83)
 DG2775_MARKER: DH = HORIZONTAL CONTROL DISK
 DG2775_SETTING: 0 = UNSPECIFIED SETTING
 DG2775_STAMPING: BROWN 2 1936
 DG2775_MARK LOGO: CGS   
 DG2775_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG2775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2775+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 DG2775
 DG2775  HISTORY     - Date     Condition        Report By
 DG2775  HISTORY     - 1936     MONUMENTED       CGS
 DG2775  HISTORY     - 1936     GOOD             CGS
 DG2775  HISTORY     - 1953     GOOD             CGS
 DG2775  HISTORY     - 19911111 GOOD             AME
 DG2775  HISTORY     - 20030703 GOOD             WOOLPT
 DG2775
 DG2775                          STATION DESCRIPTION
 DG2775
 DG2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (FEF)
 DG2775'STATION IS LOCATED 300 FT. NW OF THE INTERSECTION OF PACES FERRY
 DG2775'ROAD AND MT. PARAN ROAD, IN THE PAVED DRIVEWAY AT THE REAR
 DG2775'OF THE BEN SMITH RESIDENCE, AND 18.1 FT. N OF THE NE CORNER OF
 DG2775'THE HOUSE.  IT IS A STANDARD STATION DISK, STAMPED BROWN 1927
 DG2775'(AND PROBABLY 2 WAS STAMPED ON THE DISK WHEN IT WAS MOVED IN
 DG2775'1936) AND SET IN CONCRETE.  ELEVATION IS 991.6 FT.
 DG2775'
 DG2775'REFERENCE MARK 1 IS 87.8 FT. FROM THE STATION N 16 DEG
 DG2775'05 MIN E.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN CONCRETE.
 DG2775'
 DG2775'REFERENCE MARK 2 IS 130.5 FT. FROM THE STATION S 40 DEG 18 MIN E.
 DG2775'IT IS A STANDARD REFERENCE-MARK DISK, SET
 DG2775'IN CONCRETE.
 DG2775'
 DG2775'TO REACH THE STATION FROM THE BUCKHEAD, GO W ALONG PACES FERRY
 DG2775'ROAD TO THE JUNCTION OF HOWELL MILL ROAD, AND THEN RIGHT
 DG2775'ALONG PACES FERRY ROAD FOR 0.8 MI. TO THE INTERSECTION OF MT.
 DG2775'PARAN ROAD.
 DG2775
 DG2775                          STATION RECOVERY (1936)
 DG2775
 DG2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 DG2775'RECOVERED IN GOOD CONDITION.
 DG2775
 DG2775                          STATION RECOVERY (1953)
 DG2775
 DG2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG2775'THE STATION WAS VISITED.  STATION AND REFERENCE MARK 1 WERE
 DG2775'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AT THIS
 DG2775'DATE.  NO OTHER MARKS WERE SET.  A COMPLETE NEW DESCRIPTION
 DG2775'FOLLOWS--
 DG2775'
 DG2775'STATION IS LOCATED ABOUT 7 MI. NW OF ATLANTA, ON THE PROPERTY
 DG2775'OF MR. BEN T. SMITH, ABOUT 300 FT. N OF THE INTERSECTION OF MT.
 DG2775'PERIN ROAD AND PACES FERRY ROAD, ON THE S SIDE OF THE DRIVEWAY
 DG2775'LEADING TO THE BACK OF THE HOUSE, 17 FT. N OF THE NE CORNER OF THE
 DG2775'SMITH HOME, 5 FT. E OF THE S CONCRETE PIER WITH A CONE-SHAPED
 DG2775'STRUCTURE ON THE TOP, 14 FT. SE OF THE N CONCRETE PIER, AND 9
 DG2775'FT.  SE OF THE CENTER OF A CIRCLE FORMED BY LIMESTONE.  IT IS A
 DG2775'STANDARD DISK, STAMPED BROWN 2 1936 AND IS 1 FT. BELOW THE
 DG2775'SURFACE OF THE GROUND COVERED WITH A MANHOLE COVER.
 DG2775'
 DG2775'REFERENCE MARK 1 IS 87.80 FT. NE OF THE STATION, ON THE E SIDE
 DG2775'OF A DRIVEWAY, AND 105 FT. NE OF THE NE CORNER OF THE BUILDING.
 DG2775'IT IS A STANDARD DISK, STAMPED BROWN NO 1 AND SET IN THE TOP OF A
 DG2775'10-IN. ROUND CONCRETE POST PROJECTING 1 IN. ABOVE THE GROUND.
 DG2775'
 DG2775'TO REACH THE STATION FROM VINNING, GO E ON PACES FERRY ROAD
 DG2775'FOR 1.9 MI. TO THE JUNCTION OF MT. PERIN ROAD, AND TURN RIGHT FOR
 DG2775'300 FT. INTO THE DRIVEWAY OF MR. SMITH TO THE STATION IN THE BACK
 DG2775'OF THE HOUSE.
 DG2775
 DG2775                          STATION RECOVERY (1991)
 DG2775
 DG2775'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1991
 DG2775'RECOVERED IN GOOD CONDITION.
 DG2775
 DG2775                          STATION RECOVERY (2003)
 DG2775
 DG2775'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RA)
 DG2775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1296 ***********************************************************************
 CL1296  DESIGNATION -  BROX
 CL1296  PID         -  CL1296
 CL1296  STATE/COUNTY-  GA/MONROE
 CL1296  USGS QUAD   -  BOLINGBROKE (1985)
 CL1296
 CL1296                         *CURRENT SURVEY CONTROL
 CL1296  ___________________________________________________________________
 CL1296* NAD 83(1994)-  32 56 21.47697(N)    083 47 23.95591(W)     ADJUSTED  
 CL1296* NAVD 88     -       180.136  (meters)     591.00   (feet)  ADJUSTED  
 CL1296  ___________________________________________________________________
 CL1296  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CL1296  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CL1296  DYNAMIC HT  -         179.941 (meters)     590.36  (feet)  COMP
 CL1296  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 CL1296
 CL1296  HORZ ORDER  -  SECOND
 CL1296  VERT ORDER  -  SECOND    CLASS 0
 CL1296
 CL1296.The horizontal coordinates were established by classical geodetic methods
 CL1296.and adjusted by the National Geodetic Survey in September 1997..
 CL1296
 CL1296.The orthometric height was determined by differential leveling
 CL1296.and adjusted by the National Geodetic Survey in June 1991..
 CL1296
 CL1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1296
 CL1296.The geoid height was determined by GEOID03.
 CL1296
 CL1296.The dynamic height is computed by dividing the NAVD 88
 CL1296.geopotential number by the normal gravity value computed on the
 CL1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1296.degrees latitude (g = 980.6199 gals.).
 CL1296
 CL1296.The modeled gravity was interpolated from observed gravity values.
 CL1296
 CL1296;                    North         East     Units Scale Factor Converg.
 CL1296;SPC GA W     -   325,933.051   735,222.522   MT  0.99991529   +0 12 17.4
 CL1296;SPC GA W     - 1,069,332.02  2,412,142.56   sFT  0.99991529   +0 12 17.4
 CL1296;UTM  17      - 3,648,012.678   239,150.197   MT  1.00043906   -1 31 04.5
 CL1296
 CL1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1296!SPC GA W     -   0.99997596  x   0.99991529  =   0.99989125
 CL1296!UTM  17      -   0.99997596  x   1.00043906  =   1.00041501
 CL1296
 CL1296|---------------------------------------------------------------------|
 CL1296| PID    Reference Object                     Distance      Geod. Az  |
 CL1296|                                                           dddmmss.s |
 CL1296| CY7395 BROX RM                               9.100 METERS 15216     |
 CL1296| CL1332 FOX                                 APPROX. 0.9 KM 1791111.7 |
 CL1296| CL1333 NEWS                                255.470 METERS 34009     |
 CL1296|---------------------------------------------------------------------|
 CL1296
 CL1296                          SUPERSEDED SURVEY CONTROL
 CL1296
 CL1296  NAD 83(1986)-  32 56 21.48040(N)    083 47 23.95437(W) AD(       ) 2
 CL1296  NAD 27      -  32 56 20.93600(N)    083 47 24.31200(W) AD(       ) 2
 CL1296  NGVD 29 (??/??/92)  180.249  (m)          591.37   (f) ADJ UNCH    2 0
 CL1296
 CL1296.Superseded values are not recommended for survey control.
 CL1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1296.See file dsdata.txt to determine how the superseded data were derived.
 CL1296
 CL1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3915048013(NAD 83)
 CL1296_MARKER: DS = TRIANGULATION STATION DISK
 CL1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1296
 CL1296  HISTORY     - Date     Condition        Report By
 CL1296  HISTORY     - 1917     MONUMENTED       CGS
 CL1296  HISTORY     - 1937     GOOD             CGS
 CL1296  HISTORY     - 1953     SEE DESCRIPTION  CGS
 CL1296  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CL1296  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1296
 CL1296                          STATION DESCRIPTION
 CL1296
 CL1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 CL1296'ABOUT 3/4 MILE EAST OF BOLINGBROKE DEPOT, ON CENTRAL OF GEORGIA
 CL1296'RAILWAY, 4-1/2 TELEGRAPH POLES WEST OF PRIVATE ROAD CROSSING
 CL1296'ON EXTENSION OF BACK TANGENT OF RIGHT RAIL, 10.60 METERS (34.8
 CL1296'FEET) TO RIGHT OF RAIL.  REFERENCE MARK, A STANDARD DISK SET
 CL1296'IN A SQUARE CONCRETE MONUMENT,
 CL1296'9.10 METERS (29.9 FEET) FROM STATION IN GRID AZIMUTH 332 DEG 04
 CL1296'MIN.
 CL1296
 CL1296                          STATION RECOVERY (1953)
 CL1296
 CL1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GRS)
 CL1296'STATION DESTROYED BY HIGHWAY CONSTRUCTION.  MARK RECOVERED.
 CL1296
 CL1296                          STATION RECOVERY (1954)
 CL1296
 CL1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1296'THE COMPLETE STATION HAS BEEN DESTROYED.  THE SURFACE MARK WAS NOT
 CL1296'FOUND.  THE SUBSURFACE MARK WAS FOUND LYING NEAR THE ORIGINAL
 CL1296'SITE OF THE STATION.  THE REFERENCE MARK WAS FOUND LYING ON ITS
 CL1296'SIDE.  THE DISK WAS RECLAIMED.
 CL1296'
 CL1296'THIS IS A TRAVERSE STATION.
 CL1296
 CL1296                          STATION RECOVERY (1955)
 CL1296
 CL1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JTB)
 CL1296'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2315 ***********************************************************************
 DG2315  DESIGNATION -  BROXY
 DG2315  PID         -  DG2315
 DG2315  STATE/COUNTY-  GA/LAMAR
 DG2315  USGS QUAD   -  ORCHARD HILL (1982)
 DG2315
 DG2315                         *CURRENT SURVEY CONTROL
 DG2315  ___________________________________________________________________
 DG2315* NAD 83(1994)-  33 10 33.01390(N)    084 12 25.45021(W)     ADJUSTED  
 DG2315* NAVD 88     -       268.593  (meters)     881.21   (feet)  POSTED    
 DG2315  ___________________________________________________________________
 DG2315  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DG2315  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DG2315  DYNAMIC HT  -         268.290 (meters)     880.21  (feet)  COMP
 DG2315  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 DG2315
 DG2315  HORZ ORDER  -  FIRST
 DG2315  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG2315
 DG2315.The horizontal coordinates were established by classical geodetic methods
 DG2315.and adjusted by the National Geodetic Survey in September 1997..
 DG2315
 DG2315.The orthometric height was determined by differential leveling
 DG2315.and adjusted by the National Geodetic Survey in 1992..
 DG2315.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG2315.rate of 4.1 thru 8.0 mm/km.
 DG2315
 DG2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2315
 DG2315.The geoid height was determined by GEOID03.
 DG2315
 DG2315.The dynamic height is computed by dividing the NAVD 88
 DG2315.geopotential number by the normal gravity value computed on the
 DG2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2315.degrees latitude (g = 980.6199 gals.).
 DG2315
 DG2315.The modeled gravity was interpolated from observed gravity values.
 DG2315
 DG2315;                    North         East     Units Scale Factor Converg.
 DG2315;SPC GA W     -   352,101.562   696,232.109   MT  0.99990017   -0 01 19.6
 DG2315;SPC GA W     - 1,155,186.54  2,284,221.51   sFT  0.99990017   -0 01 19.6
 DG2315;UTM  16      - 3,674,255.557   760,426.864   MT  1.00043630   +1 31 45.1
 DG2315
 DG2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2315!SPC GA W     -   0.99996226  x   0.99990017  =   0.99986243
 DG2315!UTM  16      -   0.99996226  x   1.00043630  =   1.00039854
 DG2315
 DG2315:                Primary Azimuth Mark                     Grid Az
 DG2315:SPC GA W     -  BASS                                     008 52 13.1
 DG2315:UTM  16      -  BASS                                     007 19 08.4
 DG2315
 DG2315|---------------------------------------------------------------------|
 DG2315| PID    Reference Object                     Distance      Geod. Az  |
 DG2315|                                                           dddmmss.s |
 DG2315| DG2316 BASS                                APPROX. 0.6 KM 0085053.5 |
 DG2315| CZ2874 BROXY RM                              6.255 METERS 14610     |
 DG2315|---------------------------------------------------------------------|
 DG2315
 DG2315                          SUPERSEDED SURVEY CONTROL
 DG2315
 DG2315  NAD 83(1986)-  33 10 33.02120(N)    084 12 25.44917(W) AD(       ) 1
 DG2315  NAD 27      -  33 10 32.60000(N)    084 12 25.73100(W) AD(       ) 1
 DG2315
 DG2315.Superseded values are not recommended for survey control.
 DG2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2315.See file dsdata.txt to determine how the superseded data were derived.
 DG2315
 DG2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6042774256(NAD 83)
 DG2315_MARKER: DS = TRIANGULATION STATION DISK
 DG2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2315
 DG2315  HISTORY     - Date     Condition        Report By
 DG2315  HISTORY     - 1917     MONUMENTED       CGS
 DG2315  HISTORY     - 1934     MARK NOT FOUND   CGS
 DG2315  HISTORY     - 1954     MARK NOT FOUND   CGS
 DG2315
 DG2315                          STATION DESCRIPTION
 DG2315
 DG2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (OWF)
 DG2315'ABOUT 7/8 MILE SOUTH OF ORCHARD HILL, 3 TELEGRAPH POLES SOUTH
 DG2315'OF BATTERY WELL, AT INTERSECTION OF TANGENTS TO RIGHT RAIL,
 DG2315'9.365 METERS (30.73 FEET) TO LEFT OF RAIL.
 DG2315'REFERENCE MARK IS 6.255 METERS (20.52 FEET) FROM
 DG2315'STATION IN GRID AZIMUTH 326 DEG 12 MIN.
 DG2315
 DG2315                          STATION RECOVERY (1934)
 DG2315
 DG2315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 DG2315'REPORTED SURFACE, UNDERGROUND, AND REFERENCE MARKS DESTROYED.
 DG2315
 DG2315                          STATION RECOVERY (1954)
 DG2315
 DG2315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2315'THE COMPLETE STATION AND REFERENCE MARK WERE DESTROYED DURING
 DG2315'CONSTRUCTION ALONG U.S. HIGHWAY 41.
 DG2315'
 DG2315'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1554 ***********************************************************************
 ED1554  DESIGNATION -  BRUCE RESET
 ED1554  PID         -  ED1554
 ED1554  STATE/COUNTY-  GA/MADISON
 ED1554  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1554
 ED1554                         *CURRENT SURVEY CONTROL
 ED1554  ___________________________________________________________________
 ED1554* NAD 83(1994)-  34 14 58.14841(N)    083 07 31.30951(W)     ADJUSTED  
 ED1554* NAVD 88     -       296.76   (+/-2cm)     973.6    (feet)  VERTCON   
 ED1554  ___________________________________________________________________
 ED1554  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 ED1554  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1554
 ED1554  HORZ ORDER  -  FIRST
 ED1554  VERT ORDER  -  THIRD ? (See Below)
 ED1554
 ED1554.The horizontal coordinates were established by classical geodetic methods
 ED1554.and adjusted by the National Geodetic Survey in September 1997..
 ED1554
 ED1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1554.The vertical order pertains to the NGVD 29 superseded value.
 ED1554
 ED1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1554
 ED1554.The geoid height was determined by GEOID03.
 ED1554
 ED1554;                    North         East     Units Scale Factor Converg.
 ED1554;SPC GA E     -   471,590.822   111,698.055   MT  0.99999608   -0 32 22.5
 ED1554;SPC GA E     - 1,547,210.89    366,462.70   sFT  0.99999608   -0 32 22.5
 ED1554;UTM  17      - 3,791,862.508   304,286.345   MT  1.00007218   -1 11 47.5
 ED1554
 ED1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1554!SPC GA E     -   0.99995809  x   0.99999608  =   0.99995417
 ED1554!UTM  17      -   0.99995809  x   1.00007218  =   1.00003027
 ED1554
 ED1554:                Primary Azimuth Mark                     Grid Az
 ED1554:SPC GA E     -  ATLANTA NY AWY BCN 8                     020 03 33.1
 ED1554:UTM  17      -  ATLANTA NY AWY BCN 8                     020 42 58.1
 ED1554
 ED1554|---------------------------------------------------------------------|
 ED1554| PID    Reference Object                     Distance      Geod. Az  |
 ED1554|                                                           dddmmss.s |
 ED1554| ED1479 ATLANTA NY AWY BCN 8                APPROX. 6.7 KM 0193110.6 |
 ED1554| ED2791 BRUCE AZ MK                                        0592216.4 |
 ED1554| ED2794 BRUCE RM 3                           24.053 METERS 11254     |
 ED1554| ED1530 BRUCE AZ MK 2                       APPROX. 1.0 KM 1544004.9 |
 ED1554| ED2793 BRUCE RM 2                           25.804 METERS 21300     |
 ED1554| ED1566 ATLANTA NY AWY BCN 7                APPROX.13.3 KM 2584916.2 |
 ED1554| ED2792 BRUCE RM 1                           26.592 METERS 32017     |
 ED1554|---------------------------------------------------------------------|
 ED1554
 ED1554                          SUPERSEDED SURVEY CONTROL
 ED1554
 ED1554  NAD 83(1986)-  34 14 58.15615(N)    083 07 31.30846(W) AD(       ) 1
 ED1554  NAD 27      -  34 14 57.77800(N)    083 07 31.78200(W) AD(       ) 1
 ED1554  NGVD 29 (07/19/86)  296.84   (m)          973.9    (f) LEVELING    3  
 ED1554
 ED1554.Superseded values are not recommended for survey control.
 ED1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1554.See file dsdata.txt to determine how the superseded data were derived.
 ED1554
 ED1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0428691863(NAD 83)
 ED1554_MARKER: DS = TRIANGULATION STATION DISK
 ED1554_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ED1554
 ED1554  HISTORY     - Date     Condition        Report By
 ED1554  HISTORY     - 1956     MONUMENTED       CGS
 ED1554  HISTORY     - 1973     GOOD             NGS
 ED1554  HISTORY     - 1975     GOOD             NGS
 ED1554
 ED1554                          STATION DESCRIPTION
 ED1554
 ED1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1554'UPROOTED R.M. NO. 2 WAS RESET AS R.M. NO. 3.  ALL OTHER MARKS WERE
 ED1554'IN GOOD CONDITION.  THE STATION MARKS WERE LOWERED TO TOP MARK
 ED1554'UNDERGROUND TO ELIMINATE FARM TRAFFIC DANGER.
 ED1554'
 ED1554'STATION IS ABOUT 3 MILES S OF ROYSTON, ON TOP OF THE HIGHEST HILL
 ED1554'IN THE VICINITY, 68.7 FEET S OF THE SE CORNER OF THE MAIN BODY OF THE
 ED1554'FRAME RESIDENCE OF OWNER SAM BRUCE, 4 FEET W OF THE PROJECTED
 ED1554'PLANE OF THE E WALL OF SAME, AND 54.0 FEET SSW OF THE SW CORNER OF
 ED1554'AN ESTIMATED 12-FOOT-SQUARE CONCRETE SLAB COVERING A CLOSED WELL.
 ED1554'THE MARK IS 0.5 FOOT UNDERGROUND, AND THE DISKS ARE
 ED1554'STAMPED BRUCE 1935 1956.  THE OLD MONUMENT LIES BURIED ON ITS SIDE
 ED1554'JUST WNW OF THE NEW MARK.  TO REACH FROM THE MAIN CORNER IN ROYSTON
 ED1554'AT INTERSECTION OF NO. 29 U.S. AND NO. 17 GEORGIA HIGHWAYS, GO S
 ED1554'ON THE LATTER 0.35 MILE BEAR RIGHT ABOUT TEN DEGREES ONTO THE MIDDLE
 ED1554'FORK OR NO. 281 GA. HWY., THENCE S 2.2 MILES AND TURN RIGHT ONTO
 ED1554'SECONDARY ROAD AT TOP OF HILL, THENCE WSW 0.25 MILE TO HILL.
 ED1554'
 ED1554'REFERENCE STAMPED BRUCE NO 1 1935 PROJECTS 0.2 FOOT, IS
 ED1554'87.22 FEET N 39 DEG 43 MIN W FROM THE STATION, 38 FEET
 ED1554'WSW OF SW CORNER OF THE MAIN BODY OF THE HOUSE, AND 7 FEET S OF THE
 ED1554'PROJECTED PLANE OF THE S WALL OF SAME.
 ED1554'
 ED1554'REFERENCE STAMPED BRUCE NO. 3 1956, SET IN A ROUND CONCRETE
 ED1554'MONUMENT, PROJECTS 0.5 FOOT, IS
 ED1554'78.79 FEET S 66 DEG 59 MIN E FROM THE STATION, AND 25
 ED1554'FEET ESE OF ENTRANCE DRIVEWAY.
 ED1554'
 ED1554'AZIMUTH MARK STAMPED BRUCE AZI. 1935 PROJECTS 0.5 FOOT,
 ED1554'IS ABOUT 0.15 MILE N 59 DEG 22 MIN E FROM THE
 ED1554'STATION, 12 FEET SE OF THE CENTER OF THE ROAD, AND 1.0 FEET SE OF THE
 ED1554'TOP OF A ONE-FOOT BANK.
 ED1554
 ED1554                          STATION RECOVERY (1973)
 ED1554
 ED1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 ED1554'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 ED1554'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE TO
 ED1554'REACH IS ADEQUATE.
 ED1554'
 ED1554'THE STATION MARK IS AT PRESENT ABOUT SIX INCHES UNDERGROUND AND
 ED1554'COVERED WITH A SMALL BOULDER ABOUT 8 INCHES IN DIAMETER AND FLUSH
 ED1554'WITH THE SURFACE.
 ED1554'
 ED1554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1554'3 MILES SE ROYSTON.
 ED1554
 ED1554                          STATION RECOVERY (1975)
 ED1554
 ED1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1554'THE STATION MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED IN GOOD
 ED1554'CONDITION, WITH THE FOLLOWING EXCEPTIONS.  THE DIRECTION TO
 ED1554'REFERENCE MARK 1 COMPARES WITH THE 1935 DATA AND THE DISTANCE
 ED1554'IS NOTED TO BE LESS BY 0.02 OF A FOOT.  IN COMPARISON TO THE 1956
 ED1554'DATA THE DIRECTION BETWEEN REFERENCE MARKS 1 AND 3 IS NOTED TO BE
 ED1554'LESS BY 6 MINUTES 52 SECONDS AND THE DISTANCE TO REFERENCE MARK
 ED1554'1 IS GREATER BY 0.03 OF A FOOT AND THE DISTANCE TO REFERENCE
 ED1554'MARK 3 IS GREATER BY 0.13 OF A FOOT.  THE AZIMUTH MARK WAS FOUND
 ED1554'DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 ED1554'TIME, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.**
 ED1554'
 ED1554'THE STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF VANNA,
 ED1554'2-1/2 MILES SOUTH-SOUTHWEST OF ROYSTON, 2-1/2 MILES SOUTHEAST OF
 ED1554'FRANKLIN SPRINGS, AND IS ON PROPERTY OWNED BY MS SAM BRUCE, WHO
 ED1554'LIVES AT THE STATION SITE.
 ED1554'
 ED1554'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 ED1554'SQUARE IN DANIELSVILLE, GO NORTHERLY ALONG U.S. HIGHWAY 29 FOR
 ED1554'2.05 MILES TO THE JUNCTION OF STATE HIGHWAY 281 ON THE RIGHT,
 ED1554'TURN RIGHT AND GO NORTHEAST ON STATE HIGHWAY 281 FOR 2.35 MILES
 ED1554'TO THE JUNCTION OF STATE HIGHWAY 191, CONTINUE NORTHEAST ON STATE
 ED1554'HIGHWAY 281 FOR 6.8 MILES TO THE AZIMUTH MARK ON THE LEFT,
 ED1554'CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO A DIRT SIDE ROAD LEFT,
 ED1554'TURN LEFT AND GO WESTERLY ON THE DIRT ROAD FOR 0.25 MILE TO A
 ED1554'DRIVEWAY ON THE RIGHT, TURN RIGHT ON THE DRIVEWAY FOR ABOUT
 ED1554'100 YARDS TO A HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 ED1554'
 ED1554'STATION MARKS ARE STANDARD DISKS STAMPED BRUCE 1935 1956.  THE
 ED1554'SURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1554'WHICH IS ABOUT 4 INCHES BELOW THE GROUND SURFACE.  IT IS 69 FEET
 ED1554'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 24 FEET WEST OF A
 ED1554'10-INCH HICKORY TREE AND 15 FEET EAST-NORTHEAST OF THE NORTHEAST
 ED1554'CORNER OF A BARN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 ED1554'IRREGULAR MASS OF CONCRETE THAT IS UNDERGROUND AS STATED IN THE
 ED1554'1935 AND 1956 DESCRIPTION.
 ED1554'
 ED1554'REFERENCE MARK 1, A STANDARD DISK STAMPED BRUCE NO 1 1935, IS SET
 ED1554'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 ED1554'FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET WEST OF THE
 ED1554'SOUTHWEST CORNER OF THE HOUSE, 28.6 FEET NORTH OF A UTILITY POLE
 ED1554'AND 20.2 FEET SOUTH-SOUTHEAST OF A 30-INCH OAK TREE.
 ED1554'
 ED1554'REFERENCE MARK 3, A STANDARD DISK STAMPED BRUCE NO 3 1956, IS SET
 ED1554'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1554'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET SOUTH
 ED1554'OF THE CENTER OF THE DRIVEWAY, 25 FEET EAST OF THE NORTHEAST
 ED1554'CORNER OF A SHED, 11.4 FEET SOUTH OF A 24-INCH OAK TREE AND 3.2
 ED1554'FEET EAST-NORTHEAST OF A 24-INCH OAK TREE.
 ED1554'
 ED1554'AZIMUTH MARK 2, A STANDARD REFERENCE MARK DISK STAMPED BRUCE 1935
 ED1554'AZ 2 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1554'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND ABOUT 6 FOOT
 ED1554'LOWER THAN THE HIGHWAY.  IT IS 32 FEET WEST-NORTHWEST OF THE
 ED1554'CENTER OF THE HIGHWAY, 5 FEET SOUTH OF A UTILITY POLE AND 1.9
 ED1554'FEET EAST OF A METAL WITNESS POST.
 ED1554'
 ED1554'**REFERENCE MARK 3 WAS ALSO NOTED TO BE LEANING SLIGHTLY AWAY
 ED1554'FROM THE STATION.
 ED1554'
 ED1554'HEIGHT OF LIGHT ABOVE STATION MARK 62.2 FEET.
 ED1554'
 ED1554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1554'2-1/2 MILES SOUTH-SOUTHWEST OF ROYSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1437 ***********************************************************************
 CL1437  DESIGNATION -  BRUCE=J 15
 CL1437  PID         -  CL1437
 CL1437  STATE/COUNTY-  GA/DODGE
 CL1437  USGS QUAD   -  MILAN (1972)
 CL1437
 CL1437                         *CURRENT SURVEY CONTROL
 CL1437  ___________________________________________________________________
 CL1437* NAD 83(1994)-  32 06 32.86994(N)    083 05 28.52447(W)     ADJUSTED  
 CL1437* NAVD 88     -        85.953  (meters)     282.00   (feet)  POSTED    
 CL1437  ___________________________________________________________________
 CL1437  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CL1437  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CL1437  DYNAMIC HT  -          85.850 (meters)     281.66  (feet)  COMP
 CL1437  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 CL1437
 CL1437  HORZ ORDER  -  FIRST
 CL1437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1437
 CL1437.The horizontal coordinates were established by classical geodetic methods
 CL1437.and adjusted by the National Geodetic Survey in September 1997..
 CL1437
 CL1437.The orthometric height was determined by differential leveling
 CL1437.and adjusted by the National Geodetic Survey in 1992..
 CL1437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1437.rate of 0.0 thru 1.0 mm/km.
 CL1437
 CL1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1437
 CL1437.The geoid height was determined by GEOID03.
 CL1437
 CL1437.The dynamic height is computed by dividing the NAVD 88
 CL1437.geopotential number by the normal gravity value computed on the
 CL1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1437.degrees latitude (g = 980.6199 gals.).
 CL1437
 CL1437.The modeled gravity was interpolated from observed gravity values.
 CL1437
 CL1437;                    North         East     Units Scale Factor Converg.
 CL1437;SPC GA E     -   234,191.133   112,743.280   MT  0.99999386   -0 29 29.3
 CL1437;SPC GA E     -   768,342.08    369,891.91   sFT  0.99999386   -0 29 29.3
 CL1437;SPC GA W     -   234,323.196   801,490.774   MT  1.00002699   +0 34 18.0
 CL1437;SPC GA W     -   768,775.35  2,629,557.65   sFT  1.00002699   +0 34 18.0
 CL1437;UTM  17      - 3,554,446.635   302,684.738   MT  1.00008016   -1 06 43.0
 CL1437
 CL1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1437!SPC GA E     -   0.99999085  x   0.99999386  =   0.99998471
 CL1437!SPC GA W     -   0.99999085  x   1.00002699  =   1.00001784
 CL1437!UTM  17      -   0.99999085  x   1.00008016  =   1.00007101
 CL1437
 CL1437|---------------------------------------------------------------------|
 CL1437| PID    Reference Object                     Distance      Geod. Az  |
 CL1437|                                                           dddmmss.s |
 CL1437| CL3006 BRUCE RM                                           02727     |
 CL1437| CL0649 CHAUNCEY=G 15                       APPROX. 2.6 KM 0985934.6 |
 CL1437|---------------------------------------------------------------------|
 CL1437
 CL1437                          SUPERSEDED SURVEY CONTROL
 CL1437
 CL1437  NAD 83(1986)-  32 06 32.87406(N)    083 05 28.52040(W) AD(       ) 1
 CL1437  NAD 27      -  32 06 32.24800(N)    083 05 28.98400(W) AD(       ) 1
 CL1437
 CL1437.Superseded values are not recommended for survey control.
 CL1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1437.See file dsdata.txt to determine how the superseded data were derived.
 CL1437
 CL1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR0268554447(NAD 83)
 CL1437_MARKER: DS = TRIANGULATION STATION DISK
 CL1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1437
 CL1437  HISTORY     - Date     Condition        Report By
 CL1437  HISTORY     - 1917     MONUMENTED       CGS
 CL1437  HISTORY     - 1922     POOR             CGS
 CL1437  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 CL1437
 CL1437                          STATION DESCRIPTION
 CL1437
 CL1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1437'ABOUT 1-3/4 MILES NORTH OF CHAUNCEY, AT FIRST CURVE OF SOUTHERN
 CL1437'RAILWAY NORTH OF CHAUNCEY, ON NORTH TANGENT OF EAST RAIL AND
 CL1437'SOUTH TANGENT OF WEST RAIL, 5 RAILS SOUTH OF MILEPOST 306,
 CL1437'AND ON LEFT SIDE OF TRACK, 36.28 METERS (119.0 FEET) FROM
 CL1437'LEFT RAIL.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 CL1437'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE
 CL1437'MARK IS LARGE NAIL IN SQUARE CONCRETE POST, 28.88 METERS
 CL1437'(94.8 FEET) FROM STATION IN GRID AZIMUTH 207 DEG 56 MIN.
 CL1437'IN 1922 REPORTED THAT SURFACE MARK HAD BEEN DISTURBED, AND
 CL1437'WAS LEANING TO ONE SIDE.
 CL1437
 CL1437                          STATION RECOVERY (1976)
 CL1437
 CL1437'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (OJM)
 CL1437'LOST
 CL1437'
 CL1437'A THOROUGH SEARCH WAS MADE BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2296 ***********************************************************************
 BT2296  DESIGNATION -  BRUNER 79 NDS
 BT2296  PID         -  BT2296
 BT2296  STATE/COUNTY-  GA/DOUGHERTY
 BT2296  USGS QUAD   -  ALBANY EAST (1988)
 BT2296
 BT2296                         *CURRENT SURVEY CONTROL
 BT2296  ___________________________________________________________________
 BT2296* NAD 83(1994)-  31 37 25.85038(N)    084 04 49.84568(W)     ADJUSTED  
 BT2296* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 BT2296  ___________________________________________________________________
 BT2296  X           -     560,626.765 (meters)                     COMP
 BT2296  Y           -  -5,407,086.308 (meters)                     COMP
 BT2296  Z           -   3,325,005.098 (meters)                     COMP
 BT2296  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BT2296  ELLIP HEIGHT-          33.02  (meters)          (09/03/97) GPS OBS
 BT2296  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT2296
 BT2296  HORZ ORDER  -  FIRST
 BT2296  ELLP ORDER  -  FOURTH    CLASS II
 BT2296
 BT2296.The horizontal coordinates were established by GPS observations
 BT2296.and adjusted by the National Geodetic Survey in September 1997..
 BT2296
 BT2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2296
 BT2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2296
 BT2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2296
 BT2296.The ellipsoidal height was determined by GPS observations
 BT2296.and is referenced to NAD 83.
 BT2296
 BT2296.The geoid height was determined by GEOID03.
 BT2296
 BT2296;                    North         East     Units Scale Factor Converg.
 BT2296;SPC GA W     -   180,015.121   708,173.204   MT  0.99990082   +0 02 42.6
 BT2296;SPC GA W     -   590,599.61  2,323,398.25   sFT  0.99990082   +0 02 42.6
 BT2296;UTM  16      - 3,502,444.748   776,935.375   MT  1.00054601   +1 31 54.4
 BT2296;UTM  17      - 3,502,864.666   207,783.657   MT  1.00065331   -1 36 59.0
 BT2296
 BT2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2296!SPC GA W     -   0.99999482  x   0.99990082  =   0.99989564
 BT2296!UTM  16      -   0.99999482  x   1.00054601  =   1.00054082
 BT2296!UTM  17      -   0.99999482  x   1.00065331  =   1.00064812
 BT2296
 BT2296                          SUPERSEDED SURVEY CONTROL
 BT2296
 BT2296  NAD 83(1986)-  31 37 25.85626(N)    084 04 49.85178(W) AD(       ) 1
 BT2296  NGVD 29 (03/24/92)   60.1    (m)          197.     (f) GPS OBS        
 BT2296
 BT2296.Superseded values are not recommended for survey control.
 BT2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2296.See file dsdata.txt to determine how the superseded data were derived.
 BT2296
 BT2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7693502445(NAD 83)
 BT2296_MARKER: A = ALUMINUM MARKER
 BT2296_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 BT2296_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 BT2296_STAMPING: BRUNER 79 NDS 1987
 BT2296_MARK LOGO: GA-095
 BT2296_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BT2296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT2296+STABILITY: POSITION/ELEVATION WELL
 BT2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2296+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1988
 BT2296
 BT2296  HISTORY     - Date     Condition        Report By
 BT2296  HISTORY     - 1987     MONUMENTED       HOBBS
 BT2296  HISTORY     - 19880918 GOOD
 BT2296
 BT2296                          STATION DESCRIPTION
 BT2296
 BT2296'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2296'STATION LOCATED IN SOUTHERN LEE COUNTY, GEORGIA, NEAR DOUGHERTY COUNTY
 BT2296'LINE.
 BT2296'TO REACH STATION FROM JUNCTION OF HIGHWAY 133 AND HIGHWAY 19 NORTH OF
 BT2296'ALBANY, GO NORTHEAST ON HIGHWAY 91---PHILEMA ROAD---FOR 4.0 MI
 BT2296'(6.44 KM) INTO LEE COUNTY TO JUNCTION OF STOCK DAIRY ROAD, TURN RIGHT
 BT2296'AND HEAD EAST ON STOCKS DAIRY ROAD FOR 1.1 MI (1.77 KM) TO JUNCTIONOF
 BT2296'FLOWING SPRING ROAD. TURN RIGHT ONTO FLOWING SPRING ROAD (DIRT) AND
 BT2296'GO 1.3 MI (2.09 KM) TO STATION ON LEFT AT 90-DEGREE BEND IN ROAD TO
 BT2296'THE LEFT AND A LARGE OAK STUMP THAT IS ABOUT 8 FT (2.44 M) TALL.
 BT2296'STATION IS 53.5 FT (16.31 M) NORTH OF CENTERLINE FLOWING WELL ROAD,
 BT2296'33.1 FT (10.09 M) NORTHWEST OF A LARGE TREE STUMP, 111.0 FT
 BT2296'(33.83 M)   NORTHWEST OF A 40-INCH OAK TREE. STATION SET ATOP
 BT2296'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND ENCASED IN A ROUND CAST IRON
 BT2296'CASING WITH LID, ACTUAL MARK BEING ABOUT 1.0 FT (0.30 M) BELOW GROUND
 BT2296'SURFACE.
 BT2296
 BT2296                          STATION RECOVERY (1988)
 BT2296
 BT2296'RECOVERED 1988
 BT2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1352 ***********************************************************************
 BR1352  DESIGNATION -  BRUNSWICK 2
 BR1352  PID         -  BR1352
 BR1352  STATE/COUNTY-  GA/GLYNN
 BR1352  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1352
 BR1352                         *CURRENT SURVEY CONTROL
 BR1352  ___________________________________________________________________
 BR1352* NAD 83(1994)-  31 11 43.50289(N)    081 29 08.44222(W)     ADJUSTED  
 BR1352* NAVD 88     -         4.893  (meters)      16.05   (feet)  ADJUSTED  
 BR1352  ___________________________________________________________________
 BR1352  X           -     808,504.607 (meters)                     COMP
 BR1352  Y           -  -5,400,595.968 (meters)                     COMP
 BR1352  Z           -   3,284,433.398 (meters)                     COMP
 BR1352  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BR1352  ELLIP HEIGHT-         -24.28  (meters)          (06/22/05) GPS OBS
 BR1352  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 BR1352  DYNAMIC HT  -           4.887 (meters)      16.03  (feet)  COMP
 BR1352  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 BR1352
 BR1352  HORZ ORDER  -  FIRST
 BR1352  VERT ORDER  -  FIRST     CLASS II
 BR1352  ELLP ORDER  -  FOURTH    CLASS I
 BR1352
 BR1352.The horizontal coordinates were established by GPS observations
 BR1352.and adjusted by the GLYNN COUNTY GEORGIA in June 2005..
 BR1352
 BR1352.The orthometric height was determined by differential leveling
 BR1352.and adjusted by the National Geodetic Survey in May 1994..
 BR1352
 BR1352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1352
 BR1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1352
 BR1352.The ellipsoidal height was determined by GPS observations
 BR1352.and is referenced to NAD 83.
 BR1352
 BR1352.The geoid height was determined by GEOID03.
 BR1352
 BR1352.The dynamic height is computed by dividing the NAVD 88
 BR1352.geopotential number by the normal gravity value computed on the
 BR1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1352.degrees latitude (g = 980.6199 gals.).
 BR1352
 BR1352.The modeled gravity was interpolated from observed gravity values.
 BR1352
 BR1352;                    North         East     Units Scale Factor Converg.
 BR1352;SPC GA E     -   132,713.601   264,898.501   MT  0.99995193   +0 21 09.8
 BR1352;SPC GA E     -   435,411.21    869,087.83   sFT  0.99995193   +0 21 09.8
 BR1352;UTM  17      - 3,451,361.006   453,728.759   MT  0.99962641   -0 15 05.6
 BR1352
 BR1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1352!SPC GA E     -   1.00000381  x   0.99995193  =   0.99995574
 BR1352!UTM  17      -   1.00000381  x   0.99962641  =   0.99963022
 BR1352
 BR1352|---------------------------------------------------------------------|
 BR1352| PID    Reference Object                     Distance      Geod. Az  |
 BR1352|                                                           dddmmss.s |
 BR1352| BR0015 BRUNSWICK RESET                       7.901 METERS 19351     |
 BR1352| BR1350 BRUNSWICK TEMP PT                    30.571 METERS 21910     |
 BR1352| BR1538 BRUNSWICK ATLANTIC REEF NW STK      APPROX. 2.2 KM 2490311.3 |
 BR1352| BR1750 BRUNSWICK 2 RM 8                      9.310 METERS 26258     |
 BR1352| BR1755 BRUNSWICK 2 RM 9                     13.768 METERS 33151     |
 BR1352|---------------------------------------------------------------------|
 BR1352
 BR1352                          SUPERSEDED SURVEY CONTROL
 BR1352
 BR1352  NAD 83(1994)-  31 11 43.50219(N)    081 29 08.44235(W) AD(       ) 2
 BR1352  NAD 83(1986)-  31 11 43.51372(N)    081 29 08.44605(W) AD(       ) 2
 BR1352  NAD 27      -  31 11 42.68338(N)    081 29 09.08167(W) AD(       ) 2
 BR1352  NAVD 88 (06/22/05)    4.89   (m)           16.0    (f) LEVELING    3  
 BR1352  NGVD 29 (09/01/92)    5.206  (m)           17.08   (f) ADJUSTED    1 2
 BR1352
 BR1352.Superseded values are not recommended for survey control.
 BR1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1352.See file dsdata.txt to determine how the superseded data were derived.
 BR1352
 BR1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5372951361(NAD 83)
 BR1352_MARKER: DH = HORIZONTAL CONTROL DISK
 BR1352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BR1352_SP_SET: CEMENTED INTO DRILL HOLE
 BR1352_STAMPING: BRUNSWICK 1973
 BR1352_MARK LOGO: NGS   
 BR1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1352+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 BR1352
 BR1352  HISTORY     - Date     Condition        Report By
 BR1352  HISTORY     - 1973     MONUMENTED       NGS
 BR1352  HISTORY     - 1973     GOOD             NGS
 BR1352  HISTORY     - 19910328 GOOD             NGS
 BR1352  HISTORY     - 20040803 GOOD             GADT
 BR1352  HISTORY     - 20041230 GOOD             GA-127
 BR1352  HISTORY     - 20060310 GOOD             METRIC
 BR1352
 BR1352                          STATION DESCRIPTION
 BR1352
 BR1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 BR1352'STATION IS LOCATED ABOUT 5 MILES NORTH OF THE BRIDGE OVER THE SAINT
 BR1352'SIMONS SOUND, 3 MILES NORTH-NORTHEAST OF DOWNTOWN BRUNSWICK, 1-1/2
 BR1352'MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 341, 25 AND STATE
 BR1352'HIGHWAY 303, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF ALTANA
 BR1352'AVENUE AND CYPRESS MILL ROAD AND ON PROPERTY OF THE GULF OIL
 BR1352'COMPANY, MR. T. A. CHAPMAN, MANAGER.
 BR1352'
 BR1352'TO REACH THE STATION FROM THE JUNCTION OF GLOUSCESTER STREET AND
 BR1352'NEWCASTLE STREET IN DOWNTOWN BRUNSWICK, GO EAST ON GLOUCESTER STREET
 BR1352'FOR 1.0 MILE TO U. S. HIGHWAY 17.  KEEP LEFT AND GO NORTHERLY ON U.
 BR1352'S. HIGHWAY 17 FOR 2.7 MILES TO THE JUNCTION OF CYPRESS MILL ROAD ON
 BR1352'LEFT. TURN LEFT AND GO WEST ON CYPRESS MILL ROAD FOR 1.0 MILE TO THE
 BR1352'JUNCTION OF ALTANA AVENUE AND STATION AS DESCRIBED.
 BR1352'
 BR1352'STATION MARK, A STANDARD DISK STAMPED BURNSWICK 2 1973, IS CEMENTED
 BR1352'IN A DRILL HOLE IN THE CONCRETE DRIVEWAY AT THE SERVICE STATION.  IT
 BR1352'IS 100 FEET NORTHWEST OF TEH CENTER OF THE INTERSECTION OF ALTANA
 BR1352'AVENUE AND CYPRESS MILL ROAD, 78.8 FEET WEST OF THE CENTER OF
 BR1352'ALTANA AVENUE, 76.5 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF
 BR1352'THE SERVICE STATION BUILDING, 59.8 FEET NORTH OF THE CENTER OF
 BR1352'CYPRESS MILL ROAD AND 51.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BR1352'OF THE SERVICE STATION BUILDING.
 BR1352'
 BR1352'REFERENCE MARK 8, A STANDARD DISK STAMPED BRUNSWICK 2 NO 8 1973, IS
 BR1352'CEMENTED IN A DRILL HOLE IN THE CONCRETE DRIVEWAY OF THE SERVICE
 BR1352'STATION.  IT IS 107.6 FEET WEST OF THE CENTER OF ALTANA AVENUE, 62
 BR1352'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SERVICE STATION
 BR1352'BUILDING 50.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SERVICE
 BR1352'STATION BUILDING AND 49.4 FEET NORTH OF THE CENTER OF CYPRESS
 BR1352'MILL ROAD.
 BR1352'
 BR1352'REFERENCE MARK 9, A STANDARD DISK STAMPED BURNSWICK 2 NO 9 1973, IS
 BR1352'CEMENTED IN A DRILL HOLE IN THE CONCRETE DRIVEWAY AT THE SOUTHEAST
 BR1352'CORNER OF THE SERVICE STATION.  IT IS 109.4 FEET WEST OF THE CENTER
 BR1352'OF ALTANA AVENUE, 94 FEET NORTH OF THE CENTER OF CYPRESS MILL ROAD,
 BR1352'6.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SERVICE STATION
 BR1352'BUILDING AND 0.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK
 BR1352'AROUND THE SERVICE STATION.
 BR1352'
 BR1352'NEAREST TOWN--BRUNSWICK.
 BR1352'
 BR1352'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 BR1352
 BR1352                          STATION RECOVERY (1973)
 BR1352
 BR1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BR1352'RECOVERED IN GOOD CONDITION.
 BR1352
 BR1352                          STATION RECOVERY (1991)
 BR1352
 BR1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR1352'IN BRUNSWICK, AT THE INTERSECTION OF ALTAMA AVENUE AND CYPRESS MILL
 BR1352'ROAD, NEAR THE SOUTHEAST CORNER OF THE CONCRETE PAVEMENT SURROUNDING
 BR1352'CORKS FABRICARE AND FILLING STATION AT 4603 ALTAMA AVENUE, 21.6 M
 BR1352'(70.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 BR1352'17.8 NORTH OF THE ROAD CENTERLINE, 15.6 M (51.2 FT) WEST OF THE
 BR1352'CENTER OF THE SOUTHBOUND LANES OF THE AVENUE, 9.2 M (30.2 FT) EAST OF
 BR1352'REFERENCE MARK 8, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 BR1352'NOTE--THE DISK HAS BEEN MUTILATED AND THE 2 IN THE STAMPING BRUNSWICK
 BR1352'2 IS NO LONGER LEDGIBLE.
 BR1352
 BR1352                          STATION RECOVERY (2004)
 BR1352
 BR1352'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 BR1352'THE MARK IS LOCATED AT THE INTERSECTION OF COMMUNITY RD. AND ALTAMA
 BR1352'AVENUE.
 BR1352
 BR1352                          STATION RECOVERY (2004)
 BR1352
 BR1352'RECOVERY NOTE BY GLYNN COUNTY GEORGIA 2004 (RSN)
 BR1352'THE STATION IS LOCATED IN GLYNN COUNTY, GEORGIA, ABOUT 5.0 KM (3.1 MI)
 BR1352'NORTH-NORTHEAST OF  DOWNTOWN BRUNSWICK, 7.4 KM (4.6 MI)
 BR1352'SOUTH-SOUTHWEST OF THE BRUNSWICK GOLDEN ISLES  AIRPORT AND 10.5 KM
 BR1352'(6.5 MI) NORTHWEST OF THE MCKINNON SAINT SIMONS AIRPORT. THE STATION
 BR1352'IS ON PROPERTY OWNED BY R.J. COASTAL INVESTMENT LLC.
 BR1352' 
 BR1352'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 BR1352'GEORGIA HIGHWAY 303  (A.K.A. CYPRESS MILL ROAD), THE INTERSECTION THAT
 BR1352'IS ABOUT 5.1 KM (3.2 MI) NORTHEAST OF  DOWNTOWN BRUNSWICK, GO 1.6 KM
 BR1352'(1.0 MI) WEST ON CYPRESS MILL ROAD TO THE INTERSECTION OF  CYPRESS
 BR1352'MILL AND ALTAMA AVENUE AND THE MONUMENT ON THE RIGHT.
 BR1352' 
 BR1352'THE STATION IS LOCATED 24 M (78.8 FT) WEST OF THE CENTERLINE OF ALTAMA
 BR1352'AVENUE, 18.2 M (59.8  FT) NORTH OF THE CENTERLINE OF CYPRESS MILL
 BR1352'ROAD, 4.3 M (14.0 FT) SOUTHWEST OF THE LARGE  METAL POST THAT SUPPORTS
 BR1352'THE MICHAELS DELI SIGN, AND 9.2 M (30.2 FT) EAST OF REFERENCE  MARK 8.
 BR1352
 BR1352                          STATION RECOVERY (2006)
 BR1352
 BR1352'RECOVERY NOTE BY METRIC SURVEYS 2006 (HLB)
 BR1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1750 ***********************************************************************
 BR1750  DESIGNATION -  BRUNSWICK 2 RM 8
 BR1750  PID         -  BR1750
 BR1750  STATE/COUNTY-  GA/GLYNN
 BR1750  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1750
 BR1750                         *CURRENT SURVEY CONTROL
 BR1750  ___________________________________________________________________
 BR1750* NAD 83(1986)-  31 11 42.     (N)    081 29 08.     (W)     SCALED    
 BR1750* NAVD 88     -         4.921  (meters)      16.14   (feet)  ADJUSTED  
 BR1750  ___________________________________________________________________
 BR1750  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 BR1750  DYNAMIC HT  -           4.915 (meters)      16.13  (feet)  COMP
 BR1750  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 BR1750
 BR1750  VERT ORDER  -  FIRST     CLASS II
 BR1750
 BR1750.The horizontal coordinates were scaled from a topographic map and have
 BR1750.an estimated accuracy of +/- 6 seconds.
 BR1750
 BR1750.The orthometric height was determined by differential leveling
 BR1750.and adjusted by the National Geodetic Survey in May 1994..
 BR1750
 BR1750.The geoid height was determined by GEOID03.
 BR1750
 BR1750.The dynamic height is computed by dividing the NAVD 88
 BR1750.geopotential number by the normal gravity value computed on the
 BR1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1750.degrees latitude (g = 980.6199 gals.).
 BR1750
 BR1750.The modeled gravity was interpolated from observed gravity values.
 BR1750
 BR1750;                    North         East    Units  Estimated Accuracy
 BR1750;SPC GA E     -   132,670.      264,910.      MT  (+/- 180 meters Scaled)
 BR1750
 BR1750                          SUPERSEDED SURVEY CONTROL
 BR1750
 BR1750  NGVD 29 (09/01/92)    5.233  (m)           17.17   (f) ADJUSTED    1 2
 BR1750
 BR1750.Superseded values are not recommended for survey control.
 BR1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1750.See file dsdata.txt to determine how the superseded data were derived.
 BR1750
 BR1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ537513(NAD 83)
 BR1750_MARKER: DR = REFERENCE MARK DISK
 BR1750_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BR1750_SP_SET: PAVEMENT
 BR1750_STAMPING: BRUNSWICK 2 NO 8 1973
 BR1750_MARK LOGO: NGS   
 BR1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1750+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 BR1750
 BR1750  HISTORY     - Date     Condition        Report By
 BR1750  HISTORY     - 1973     MONUMENTED       NGS
 BR1750  HISTORY     - 19910328 GOOD             NGS
 BR1750  HISTORY     - 20060310 GOOD             METRIC
 BR1750
 BR1750                          STATION DESCRIPTION
 BR1750
 BR1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BR1750'IN BRUNSWICK, AT THE INTERSECTION OF ALTAMA AVENUE AND CYPRESS MILL
 BR1750'ROAD, NEAR THE SOUTHEAST CORNER OF THE CONCRETE PAVEMENT SURROUNDING
 BR1750'CORKS FABRICARE AND FILLING STATION AT 4603 ALTAMA AVENUE, 24.5 M
 BR1750'(80.4 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE AVENUE,
 BR1750'21.7 M (71.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 14.6
 BR1750'M (47.9 FT) NORTH OF THE ROAD CENTERLINE, 9.2 M (30.2 FT) WEST OF
 BR1750'TRIANGULATION STATION BRUNSWICK 2, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 BR1750'OF THE ROAD.
 BR1750
 BR1750                          STATION RECOVERY (2006)
 BR1750
 BR1750'RECOVERY NOTE BY METRIC SURVEYS 2006 (HLB)
 BR1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1536 ***********************************************************************
 BR1536  DESIGNATION -  BRUNSWICK ATLANTIC REF SE STK
 BR1536  PID         -  BR1536
 BR1536  STATE/COUNTY-  GA/GLYNN
 BR1536  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1536
 BR1536                         *CURRENT SURVEY CONTROL
 BR1536  ___________________________________________________________________
 BR1536* NAD 83(1994)-  31 11 17.06488(N)    081 30 26.47041(W)     ADJUSTED  
 BR1536* NAVD 88     -                                                        
 BR1536  ___________________________________________________________________
 BR1536  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BR1536  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 BR1536
 BR1536  HORZ ORDER  -  THIRD
 BR1536
 BR1536.The horizontal coordinates were established by classical geodetic methods
 BR1536.and adjusted by the National Geodetic Survey in September 1997..
 BR1536
 BR1536
 BR1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1536
 BR1536.The geoid height was determined by GEOID03.
 BR1536
 BR1536;                    North         East     Units Scale Factor Converg.
 BR1536;SPC GA E     -   131,886.905   262,837.720   MT  0.99994869   +0 20 29.2
 BR1536;SPC GA E     -   432,698.95    862,326.75   sFT  0.99994869   +0 20 29.2
 BR1536;UTM  17      - 3,450,556.348   451,660.043   MT  0.99962882   -0 15 45.9
 BR1536
 BR1536                          SUPERSEDED SURVEY CONTROL
 BR1536
 BR1536  NAD 83(1986)-  31 11 17.07625(N)    081 30 26.47421(W) AD(       ) 4
 BR1536  NAD 27      -  31 11 16.24600(N)    081 30 27.10600(W) AD(       ) 3
 BR1536
 BR1536.Superseded values are not recommended for survey control.
 BR1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1536.See file dsdata.txt to determine how the superseded data were derived.
 BR1536
 BR1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5166050556(NAD 83)
 BR1536_MARKER: 63 = STACK
 BR1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR1536+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BR1536
 BR1536  HISTORY     - Date     Condition        Report By
 BR1536  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1536  HISTORY     - 1953     GOOD             CGS
 BR1536  HISTORY     - 1973     GOOD             NGS
 BR1536  HISTORY     - 20031220 GOOD             USPSQD
 BR1536
 BR1536                          STATION DESCRIPTION
 BR1536
 BR1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1536'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION
 BR1536'WAS AVAILABLE.  A DESCRIPTION FOLLOWS--
 BR1536'
 BR1536'THE STATION IS LOCATED ABOUT 1 MI. N OF THE CITY LIMITS OF
 BR1536'BRUNSWICK, AT ARCO, ON THE PROPERTY OF THE ATLANTIC REFINING
 BR1536'COMPANY, AND ABOUT 1000 FT. W OF U.S. HIGHWAY 17.  IT IS THE
 BR1536'SE ONE OF TWO 200-FT. BRICK STACKS.  THE REFINERY IS NO LONGER
 BR1536'IN OPERATION.
 BR1536
 BR1536                          STATION RECOVERY (1973)
 BR1536
 BR1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1536'STATION RECOVERED IN GOOD CONDITION.  THIS STATION WAS PREVIOUSLY
 BR1536'NAMED BRUNSWICK ATLANTIC REFINING CO SE STACK 1932.  A NEW
 BR1536'DESCRIPTION FOLLOWS--STATION IS THE TOP CENTER OF A CYLINDRICAL,
 BR1536'YELLOW BRICK, STACK, THAT IS APPROXIMATELY 180 FEET HIGH.  THE
 BR1536'STACK IS THE SOUTH ONE OF THE TWO IDEDNTICAL STACKS ABOUT 100 FEET
 BR1536'APART AND IS NOW OWNED BY ALLIED CHEMICAL COMPANY.
 BR1536'
 BR1536'STATION IS LOCATED ABOUT 3 MILES NNW OF THE CENTER OF BRUNSWICK,
 BR1536'0.8 MILE S OF THE JUNCTION OF U. S. HWY. 341 AND STATE HWY. 303 AND
 BR1536'ABOUT 1000 FEET W OF U. S. HWY 341, AT THE NORTH END OF THE ALLIED
 BR1536'CHEMICAL PLANT COMPLEX.
 BR1536
 BR1536                          STATION RECOVERY (2003)
 BR1536
 BR1536'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BR1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1538 ***********************************************************************
 BR1538  DESIGNATION -  BRUNSWICK ATLANTIC REEF NW STK
 BR1538  PID         -  BR1538
 BR1538  STATE/COUNTY-  GA/GLYNN
 BR1538  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1538
 BR1538                         *CURRENT SURVEY CONTROL
 BR1538  ___________________________________________________________________
 BR1538* NAD 83(1994)-  31 11 17.85370(N)    081 30 26.36220(W)     ADJUSTED  
 BR1538* NAVD 88     -                                                        
 BR1538  ___________________________________________________________________
 BR1538  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BR1538  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 BR1538
 BR1538  HORZ ORDER  -  THIRD
 BR1538
 BR1538.The horizontal coordinates were established by classical geodetic methods
 BR1538.and adjusted by the National Geodetic Survey in September 1997..
 BR1538
 BR1538
 BR1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1538
 BR1538.The geoid height was determined by GEOID03.
 BR1538
 BR1538;                    North         East     Units Scale Factor Converg.
 BR1538;SPC GA E     -   131,911.215   262,840.440   MT  0.99994869   +0 20 29.2
 BR1538;SPC GA E     -   432,778.71    862,335.68   sFT  0.99994869   +0 20 29.2
 BR1538;UTM  17      - 3,450,580.620   451,663.018   MT  0.99962882   -0 15 45.8
 BR1538
 BR1538                          SUPERSEDED SURVEY CONTROL
 BR1538
 BR1538  NAD 83(1986)-  31 11 17.86511(N)    081 30 26.36585(W) AD(       ) 4
 BR1538  NAD 27      -  31 11 17.03400(N)    081 30 27.00200(W) AD(       ) 3
 BR1538
 BR1538.Superseded values are not recommended for survey control.
 BR1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1538.See file dsdata.txt to determine how the superseded data were derived.
 BR1538
 BR1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5166350581(NAD 83)
 BR1538_MARKER: 63 = STACK
 BR1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR1538+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 BR1538
 BR1538  HISTORY     - Date     Condition        Report By
 BR1538  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1538  HISTORY     - 1953     GOOD             CGS
 BR1538  HISTORY     - 1973     GOOD             NGS
 BR1538  HISTORY     - 1973     GOOD             NGS
 BR1538  HISTORY     - 20031220 GOOD             USPSQD
 BR1538
 BR1538                          STATION DESCRIPTION
 BR1538
 BR1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1538'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION
 BR1538'WAS AVAILABLE.  A DESCRIPTION FOLLOWS--
 BR1538'
 BR1538'STATION IS LOCATED IN THE ARCO SECTION OF GLYNN COUNTY, ABOUT
 BR1538'1.0 MI. N OF THE CITY LIMITS OF BRUNSWICK, AND ABOUT 1000 FT.
 BR1538'W OF U.S. HIGHWAY 17.  IT IS THE NW ONE OF TWO 200-FT. BRICK
 BR1538'STACKS LOCATED ON THE GROUNDS OF THE ATLANTIC REFINING COMPANY.
 BR1538'THIS REFINERY IS NO LONGER IN OPERATION.
 BR1538
 BR1538                          STATION RECOVERY (1973)
 BR1538
 BR1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1538'STATION RECOVERED IN GOOD CONDITION.  THIS STATION WAS PREVIOUSLY
 BR1538'NAMED BRUNSWICK ATLANTIC REFINING CO NW STACK 1932.  A NEW
 BR1538'DESCRIPTION FOLLOWS--STATION IS THE TOP CENTER OF A CYLINDRICAL,
 BR1538'YELLOW BRICK, STACK THAT IS APPROXIMATELY 180 FEET HIGH.
 BR1538'THE STACK IS THE NORTH ONE OF TWO IDENTICAL STACKS ABOUT
 BR1538'100 FEET APART AND IS NOW OWNED BY ALLIED CHEMICAL COMPANY.
 BR1538'
 BR1538'STATION IS LOCATED ABOUT 3 MILES NNW OF THE CENTER OF BRUNSWICK,
 BR1538'0.8 MILE S OF THE JUNCTION OF U. S. HWY. 341 AND STATE HWY. 303 AND
 BR1538'ABOUT 1000 FEET W OF U. S. HWY. 341, AT THE NORTH END OF THE ALLIED
 BR1538'CHEMICAL PLANT COMPLEX.
 BR1538
 BR1538                          STATION RECOVERY (1973)
 BR1538
 BR1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 BR1538'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE STACK IS NOW
 BR1538'PROPERTY OF ALLIED CHEMICAL CORPORATION.  AFTER CHECKING AT THE
 BR1538'PLANT, IT WAS VERIFIED THAT THE STACK IS THE SAME ONE AS IN 1932.
 BR1538'THE STACK IS 300 FEET HIGH.
 BR1538'
 BR1538'STATION IS LOCATED ABOUT 2.6 MILES NORTH OF DOWNTOWN BRUNSWICK, 0.25
 BR1538'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 303 AND U. S. HIGHWAYS
 BR1538'341 AND 25, ON THE WEST SIDE OF NORWOOD STREET AND ABOUT 0.1
 BR1538'MILE NORTHWEST OF THE OFFICE.
 BR1538
 BR1538                          STATION RECOVERY (2003)
 BR1538
 BR1538'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BR1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1751 ***********************************************************************
 BR1751  DESIGNATION -  BRUNSWICK CBL 0 GYLNN
 BR1751  PID         -  BR1751
 BR1751  STATE/COUNTY-  GA/GLYNN
 BR1751  USGS QUAD   -  DARIEN (1993)
 BR1751
 BR1751                         *CURRENT SURVEY CONTROL
 BR1751  ___________________________________________________________________
 BR1751* NAD 83(1994)-  31 15 47.60029(N)    081 27 46.94858(W)     ADJUSTED  
 BR1751* NAVD 88     -         6.952  (meters)      22.81   (feet)  ADJUSTED  
 BR1751  ___________________________________________________________________
 BR1751  X           -     810,059.902 (meters)                     COMP
 BR1751  Y           -  -5,396,423.111 (meters)                     COMP
 BR1751  Z           -   3,290,862.710 (meters)                     COMP
 BR1751  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 BR1751  ELLIP HEIGHT-         -22.52  (meters)          (09/21/99) GPS OBS
 BR1751  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 BR1751  DYNAMIC HT  -           6.943 (meters)      22.78  (feet)  COMP
 BR1751  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BR1751
 BR1751  HORZ ORDER  -  THIRD
 BR1751  VERT ORDER  -  FIRST     CLASS II
 BR1751  ELLP ORDER  -  FIFTH     CLASS II
 BR1751
 BR1751.This mark is at Glynco Jetport  (BQK)
 BR1751
 BR1751.The horizontal coordinates were established by GPS observations
 BR1751.and adjusted by the National Geodetic Survey in September 1999..
 BR1751
 BR1751.The orthometric height was determined by differential leveling
 BR1751.and adjusted by the National Geodetic Survey in May 1994..
 BR1751
 BR1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1751
 BR1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1751
 BR1751.The ellipsoidal height was determined by GPS observations
 BR1751.and is referenced to NAD 83.
 BR1751
 BR1751.The geoid height was determined by GEOID03.
 BR1751
 BR1751.The dynamic height is computed by dividing the NAVD 88
 BR1751.geopotential number by the normal gravity value computed on the
 BR1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1751.degrees latitude (g = 980.6199 gals.).
 BR1751
 BR1751.The modeled gravity was interpolated from observed gravity values.
 BR1751
 BR1751;                    North         East     Units Scale Factor Converg.
 BR1751;SPC GA E     -   140,244.370   267,008.014   MT  0.99995536   +0 21 54.6
 BR1751;SPC GA E     -   460,118.40    876,008.79   sFT  0.99995536   +0 21 54.6
 BR1751;UTM  17      - 3,458,866.618   455,916.939   MT  0.99962397   -0 14 25.1
 BR1751
 BR1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1751!SPC GA E     -   1.00000354  x   0.99995536  =   0.99995890
 BR1751!UTM  17      -   1.00000354  x   0.99962397  =   0.99962750
 BR1751
 BR1751:                Primary Azimuth Mark                     Grid Az
 BR1751:SPC GA E     -  FAA BQK GDL ARP                          221 36 04.6
 BR1751:UTM  17      -  FAA BQK GDL ARP                          222 12 24.3
 BR1751
 BR1751|---------------------------------------------------------------------|
 BR1751| PID    Reference Object                     Distance      Geod. Az  |
 BR1751|                                                           dddmmss.s |
 BR1751| AA2802 FAA BQK GDL ARP                     APPROX. 0.5 KM 2215759.2 |
 BR1751|---------------------------------------------------------------------|
 BR1751
 BR1751                          SUPERSEDED SURVEY CONTROL
 BR1751
 BR1751  NAD 83(1994)-  31 15 47.59924(N)    081 27 46.94665(W) AD(       ) 3
 BR1751  ELLIP H (11/06/98)  -22.51   (m)                       GP(       ) 4 2
 BR1751  NAVD 88 (11/06/98)    6.95   (m)           22.8    (f) LEVELING    3  
 BR1751  NGVD 29 (09/01/92)    7.257  (m)           23.81   (f) ADJUSTED    1 2
 BR1751
 BR1751.Superseded values are not recommended for survey control.
 BR1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1751.See file dsdata.txt to determine how the superseded data were derived.
 BR1751
 BR1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5591758867(NAD 83)
 BR1751_MARKER: DD = SURVEY DISK
 BR1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1751_SP_SET: CONCRETE POST
 BR1751_STAMPING: GLYNN 0
 BR1751_MARK LOGO: NGS   
 BR1751_PROJECTION: FLUSH
 BR1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1751+STABILITY: SURFACE MOTION
 BR1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1751+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1998
 BR1751
 BR1751  HISTORY     - Date     Condition        Report By
 BR1751  HISTORY     - 1977     MONUMENTED       GADT
 BR1751  HISTORY     - 19811231 GOOD             NGS
 BR1751  HISTORY     - 19910408 GOOD             NGS
 BR1751  HISTORY     - 19920323 GOOD             NGS
 BR1751  HISTORY     - 19920323 GOOD             NGS
 BR1751  HISTORY     - 19980629 GOOD             NGS
 BR1751
 BR1751                          STATION DESCRIPTION
 BR1751
 BR1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BR1751'THE STATION IS LOCATED AT THE GLYNCO JETPORT NORTHWEST OF THE RUNWAY.
 BR1751'IT IS 115 FT (35.1 M) SOUTHEAST OF THE CENTER OF A PAINTED COMPASS
 BR1751'ROSE ON A TAXIWAY, 28.0 FT (8.5 M) NORTHEAST OF THE NORTHEAST EDGE OF
 BR1751'A TAXIWAY, AND 3.6 FT (1.1 M) NORTHWEST OF A WITNESS POST.  THE
 BR1751'STATION IS A GEORGIA DOT DISK STAMPED GLYNN 0 SET IN THE TOP OF A
 BR1751'ROUND CONCRETE POST WHICH IS 0.3 FOOT (9.1 CM) BELOW THE SURFACE.
 BR1751
 BR1751                          STATION RECOVERY (1991)
 BR1751
 BR1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR1751'12.1 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR1751'INTERSECTION OF U.S. HIGHWAY 25 IN BRUNSWICK, THENCE 1.7 KM (1.1 MI)
 BR1751'WESTERLY ALONG GLYNCO PARKWAY, THENCE 0.5 KM (0.3 MI) WESTERLY ALONG
 BR1751'CONNOLE STREET EAST, THENCE 0.1 KM (0.1 MI) NORTHWESTERLY ALONG AN
 BR1751'ENTRANCE ROAD LEADING TO THE GLYNN COUNTY AIRPORT, THENCE 0.2 KM (0.1
 BR1751'MI) NORTHWESTERLY ALONG A TAXIWAY, THENCE 0.5 KM (0.3 MI)
 BR1751'NORTHEASTERLY ALONG A RUNWAY, THENCE 0.4 KM (0.2 MI) NORTHWESTERLY
 BR1751'ALONG A TAXIWAY, 19.8 M (65.0 FT) NORTHEAST OF THE CENTER OF A
 BR1751'TAXIWAY, 5.4 M (17.7 FT) SOUTHEAST OF AN ACCESS ROAD, 1.2 M (3.9 FT)
 BR1751'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.05 M
 BR1751'(0.16 FT) BELOW THE GROUND SURFACE.
 BR1751
 BR1751                          STATION RECOVERY (1992)
 BR1751
 BR1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BR1751'MARK IS A COMPONENT OF THE BRUNSWICK CALIBRATION BASE LINE, LOCATED
 BR1751'ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST OF BRUNSWICK AT THE GLYNCO
 BR1751'JETPORT.
 BR1751'FOR GATE KEY AND PERMISSION TO ENTER AIRPORT PROPERTY CONTACT MR. GARY
 BR1751'MOORE, MANAGING DIRECTOR, 500 CONNOLE STREET, BRUNSWICK, GA 31520.
 BR1751'TELEPHONE (912) 265-2070.
 BR1751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 (NORTH
 BR1751'GOLDEN ISLE PARKWAY) AND INTERSTATE HIGHWAY 95 (EXIT 8), LOCATED
 BR1751'ABOUT 9.7 KM (6.0 MI) NORTH OF BRUNSWICK, GO SOUTHEAST ON HIGHWAY 25
 BR1751'FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF GLYNCO PARKWAY ON THE
 BR1751'LEFT.  TURN LEFT AND GO NORTHEASTERLY FOR 3.7 KM (2.3 MI) TO A PAVED
 BR1751'INTERSECTION AND AIRPORT SIGN.  (NOTE- TURN LEFT HERE FOR AIRPORT
 BR1751'TERMINAL AND AIRPORT MANAGERS OFFICE.)  CONTINUE NORTHEASTERLY ON
 BR1751'GLYNCO PARKWAY FOR 2.2 KM (1.4 MI) TO A PAVED INTERSECTION AND SIDNEY
 BR1751'LANER DRIVE ON THE RIGHT.  TURN LEFT AND GO NORTHERLY FOR 0.3 KM
 BR1751'(0.2 MI) TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE NORTHERLY
 BR1751'THEN WEST FOR 2.5 KM (1.6 MI) TO NINETY DEGREE BEND IN THE PAVED ROAD
 BR1751'AND TRACK ROAD LEADING WEST.  TAKE TRACK ROAD AND GO WEST FOR 0.75 KM
 BR1751'(0.47 MI) TO THE STATION ON THE LEFT NEAR THE EASTERN EDGE OF A
 BR1751'CONCRETE TAXIWAY.
 BR1751'MARK IS IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED
 BR1751'5 CM (2 IN)BELOW THE GROUND SURFACE.  IT IS 17.9 M (58.7 FT)
 BR1751'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD WHERE IT CROSSES A DITCH,
 BR1751'8.3 M (27.2 FT) EAST OF THE EAST EDGE OF A CONCRETE TAXIWAY, 4.9 M
 BR1751'(16.1 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, AND 1.2 M
 BR1751'(3.9 FT) NORTH OF A METAL WITNESS POST.
 BR1751'FOR MORE INFORMATION CONTACT MR. LARRY DREGGORS, BOX 59, ALLENHURST,
 BR1751'GA 31301.  TELEPHONE (912) 386-6261.  OR CONTACT MR. JEFFERY OLSEN,
 BR1751'GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100
 BR1751'PEACHTREE STREET, ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 BR1751
 BR1751                          STATION RECOVERY (1992)
 BR1751
 BR1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 BR1751'MARK IS A COMPONENT OF THE BRUNSWICK CALIBRATION BASE LINE, LOCATED
 BR1751'ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST OF BRUNSWICK AT THE GLYNCO
 BR1751'JETPORT. FOR GATE KEY AND PERMISSION TO ENTER AIRPORT PROPERTY CONTACT
 BR1751'MR. GARY MOORE, MANAGING DIRECTOR, 500 CONNOLE STREET, BRUNSWICK, GA
 BR1751'31520. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25
 BR1751'(NORTH GOLDEN ISLE PARKWAY) AND INTERSTATE HIGHWAY 95 (EXIT 8),
 BR1751'LOCATED ABOUT 9.7 KM (6.0 MI) NORTH OF BRUNSWICK, GO SOUTHEAST ON
 BR1751'HIGHWAY 25 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF GLYNCO PARKWAY
 BR1751'ON THE LEFT.  TURN LEFT AND GO NORTHEASTERLY FOR 3.7 KM (2.3 MI) TO A
 BR1751'PAVED INTERSECTION AND AIRPORT SIGN.  (NOTE- TURN LEFT HERE FOR
 BR1751'AIRPORT TERMINAL AND AIRPORT MANAGERS OFFICE.)  CONTINUE NORTHEASTERLY
 BR1751'ON GLYNCO PARKWAY FOR 2.2 KM (1.4 MI) TO A PAVED INTERSECTION AND
 BR1751'SIDNEY LANER DRIVE ON THE RIGHT.  TURN LEFT AND GO NORTHERLY FOR 0.3
 BR1751'KM (0.2 MI) TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE
 BR1751'NORTHERLY THEN WEST FOR 2.5 KM (1.6 MI) TO NINETY DEGREE BEND IN THE
 BR1751'PAVED ROAD AND TRACK ROAD LEADING WEST.  TAKE TRACK ROAD AND GO WEST
 BR1751'FOR 0.75 KM (0.47 MI) TO THE STATION ON THE LEFT NEAR THE EASTERN EDGE
 BR1751'OF A CONCRETE TAXIWAY. MARK IS IN THE TOP OF A 30 CM (12 IN) DIAMETER
 BR1751'CONCRETE POST RECESSED 5 CM (2 IN)BELOW THE GROUND SURFACE.  IT IS
 BR1751'17.9 M (58.7 FT) SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD WHERE IT
 BR1751'CROSSES A DITCH, 8.3 M (27.2 FT) EAST OF THE EAST EDGE OF A CONCRETE
 BR1751'TAXIWAY, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, AND
 BR1751'1.2 M (3.9 FT) NORTH OF A METAL WITNESS POST. FOR MORE INFORMATION
 BR1751'CONTACT MR. LARRY DREGGORS, BOX 59, ALLENHURST, GA 31301, OR CONTACT
 BR1751'MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200
 BR1751'EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303.
 BR1751
 BR1751                          STATION RECOVERY (1998)
 BR1751
 BR1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BR1751'THE STATION IS LOCATED AT THE BRUNSWICK/GLYNCO JETPORT NORTH OF THE
 BR1751'RUNWAY AND MIDFIELD.  OWNERSHIP--GLYNN COUNTY AIRPORT COMMISSION, 500
 BR1751'CONNOLE STREET, BRUNSWICK, GA 31525.  CONTACT J.C.  BROWN, AIRPORT
 BR1751'FACILITIES MANAGER, PHONE NUMBER IS (912) 265-2070.  TO REACH THE
 BR1751'STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 95 AND STATE
 BR1751'SPUR HIGHWAY 25 (EXIT 8) , GO SOUTHEAST FOR 0.3 MI (0.5 KM) ON THE
 BR1751'SPUR HIGHWAY TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTHEASTERLY FOR
 BR1751'1.8 MI (2.9 KM) ON GLYNCO PARKWAY TO A PAVED DRIVE LEFT AND A LOCKED
 BR1751'GATE, TURN LEFT AND GO NORTHWEST FOR 0.2 MI (0.3 KM) ON THE DRIVE AND
 BR1751'A TAXIWAY TO THE PARALLEL TAXIWAY, TURN RIGHT AND GO NORTHEAST FOR
 BR1751'0.95 MI (1.53 KM) TO A CONNECTOR TAXIWAY, TURN LEFT AND GO NORTHWEST
 BR1751'FOR 0.25 MI (0.40 KM) ON THE CONNECTOR TAXIWAY AND CROSSING THE RUNWAY
 BR1751'TO THE STATION RIGHT JUST BEFORE REACHING A DIRT SERVICE ROAD RIGHT
 BR1751'AND A COMPASS ROSE PAINTED ON THE TAXIWAY.  THE STATION IS LOCATED
 BR1751'115.0 FT (35.1 M) SOUTHEAST OF THE CENTER OF THE COMPASS ROSE, 28.0 FT
 BR1751'(8.5 M) NORTHEAST OF THE EAST EDGE OF THE TAXIWAY, 16.1 FT (4.9 M)
 BR1751'SOUTHEAST OF THE CENTER OF THE SERVICE ROAD, RECESSED 0.5 FT (15.2 CM)
 BR1751'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1752 ***********************************************************************
 BR1752  SACS        -  This is a Secondary Airport Control Station.
 BR1752  DESIGNATION -  BRUNSWICK CBL 1410 GYLNN
 BR1752  PID         -  BR1752
 BR1752  STATE/COUNTY-  GA/GLYNN
 BR1752  USGS QUAD   -  DARIEN (1993)
 BR1752
 BR1752                         *CURRENT SURVEY CONTROL
 BR1752  ___________________________________________________________________
 BR1752* NAD 83(1994)-  31 16 06.70115(N)    081 26 58.47315(W)     ADJUSTED  
 BR1752* NAVD 88     -         4.723  (meters)      15.50   (feet)  ADJUSTED  
 BR1752  ___________________________________________________________________
 BR1752  X           -     811,282.440 (meters)                     COMP
 BR1752  Y           -  -5,395,928.749 (meters)                     COMP
 BR1752  Z           -   3,291,364.374 (meters)                     COMP
 BR1752  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 BR1752  ELLIP HEIGHT-         -24.78  (meters)          (09/21/99) GPS OBS
 BR1752  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 BR1752  DYNAMIC HT  -           4.718 (meters)      15.48  (feet)  COMP
 BR1752  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 BR1752
 BR1752  HORZ ORDER  -  A
 BR1752  VERT ORDER  -  FIRST     CLASS II
 BR1752  ELLP ORDER  -  THIRD     CLASS I
 BR1752
 BR1752.This mark is at Glynco Jetport  (BQK)
 BR1752
 BR1752.The horizontal coordinates were established by GPS observations
 BR1752.and adjusted by the National Geodetic Survey in September 1999..
 BR1752
 BR1752.The orthometric height was determined by differential leveling
 BR1752.and adjusted by the National Geodetic Survey in May 1994..
 BR1752
 BR1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1752
 BR1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1752
 BR1752.The ellipsoidal height was determined by GPS observations
 BR1752.and is referenced to NAD 83.
 BR1752
 BR1752.The geoid height was determined by GEOID03.
 BR1752
 BR1752.The dynamic height is computed by dividing the NAVD 88
 BR1752.geopotential number by the normal gravity value computed on the
 BR1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1752.degrees latitude (g = 980.6199 gals.).
 BR1752
 BR1752.The modeled gravity was interpolated from observed gravity values.
 BR1752
 BR1752;                    North         East     Units Scale Factor Converg.
 BR1752;SPC GA E     -   140,840.859   268,286.567   MT  0.99995750   +0 22 20.0
 BR1752;SPC GA E     -   462,075.38    880,203.51   sFT  0.99995750   +0 22 20.0
 BR1752;UTM  17      - 3,459,449.367   457,201.297   MT  0.99962259   -0 14 00.1
 BR1752
 BR1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1752!SPC GA E     -   1.00000389  x   0.99995750  =   0.99996139
 BR1752!UTM  17      -   1.00000389  x   0.99962259  =   0.99962648
 BR1752
 BR1752                          SUPERSEDED SURVEY CONTROL
 BR1752
 BR1752  NAD 83(1994)-  31 16 06.70046(N)    081 26 58.47110(W) AD(       ) 1
 BR1752  ELLIP H (03/09/95)  -24.75   (m)                       GP(       ) 5 1
 BR1752  NAVD 88 (09/21/99)    4.73   (m)           15.5    (f) LEVELING    3  
 BR1752  NAVD 88 (03/18/98)    4.72   (m)           15.5    (f) LEVELING    3  
 BR1752  NGVD 29 (09/01/92)    5.029  (m)           16.50   (f) ADJUSTED    1 2
 BR1752
 BR1752.Superseded values are not recommended for survey control.
 BR1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1752.See file dsdata.txt to determine how the superseded data were derived.
 BR1752
 BR1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5720159449(NAD 83)
 BR1752_MARKER: DD = SURVEY DISK
 BR1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1752_SP_SET: CONCRETE POST
 BR1752_STAMPING: GLYNN 1410
 BR1752_MARK LOGO: GADT  
 BR1752_PROJECTION: FLUSH
 BR1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1752+STABILITY: SURFACE MOTION
 BR1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1752+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2004
 BR1752
 BR1752  HISTORY     - Date     Condition        Report By
 BR1752  HISTORY     - 1977     MONUMENTED       GADT
 BR1752  HISTORY     - 19811231 GOOD             NGS
 BR1752  HISTORY     - 19910408 GOOD             NGS
 BR1752  HISTORY     - 19920323 GOOD             NGS
 BR1752  HISTORY     - 19920323 GOOD             NGS
 BR1752  HISTORY     - 19931229 GOOD             NGS
 BR1752  HISTORY     - 19980309 GOOD             NGS
 BR1752  HISTORY     - 20041230 GOOD             GA-127
 BR1752
 BR1752                          STATION DESCRIPTION
 BR1752
 BR1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BR1752'THE STATION IS LOCATED AT THE GLYNCO JETPORT NORTH OF RUNWAY END 25.
 BR1752'IT IS 192.0 FT (58.5 M) EAST-NORTHEAST OF THE 7TH POWER POLE NORTHEAST
 BR1752'OF THE FENCE CORNER, 111.6 FT (34.0 M) WEST-SOUTHWEST OF THE 8TH POLE
 BR1752'FROM THE FENCE CORNER, 40.4 FT (12.3 M) SOUTHEAST OF A 10 FOOT (3.0 M)
 BR1752'CHAIN LINK FENCE AND 8.0 FT (2.4 M) NORTHWEST OF A WITNESS POST.  THE
 BR1752'STATION IS A GEORGIA DOT DISK STAMPED GLYNN 1410 SET IN THE TOP OF A
 BR1752'ROUND CONCRETE POST WHICH IS 0.3 FT (9.1 CM) BELOW THE SURFACE.
 BR1752
 BR1752                          STATION RECOVERY (1991)
 BR1752
 BR1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR1752'12.1 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR1752'INTERSECTION OF U.S. HIGHWAY 25 IN BRUNSWICK, THENCE 1.7 KM (1.1 MI)
 BR1752'WESTERLY ALONG GLYNCO PARKWAY, THENCE 0.5 KM (0.3 MI) WESTERLY ALONG
 BR1752'CONNOLE STREET EAST, THENCE 0.1 KM (0.1 MI) NORTHWESTERLY ALONG AN
 BR1752'ENTRANCE ROAD LEADING TO THE GLYNN COUNTY AIRPORT, THENCE 0.2 KM (0.1
 BR1752'MI) NORTHWESTERLY ALONG A TAXIWAY, THENCE 0.5 KM (0.3 MI)
 BR1752'NORTHEASTERLY ALONG A RUNWAY, THENCE 0.4 KM (0.2 MI) NORTHWESTERLY
 BR1752'ALONG A TAXIWAY, THENCE 1.4 KM (0.9 MI) NORTHEASTERLY ALONG AN ACCESS
 BR1752'ROAD, 34.1 M (111.9 FT) SOUTHWEST OF A UTILITY POLE, 12.5 M (41.0 FT)
 BR1752'SOUTHEAST OF A CHAIN-LINK FENCE, 3.4 M (11.2 FT) SOUTHEAST OF THE
 BR1752'CENTER OF THE ROAD, 2.5 M (8.2 FT) NORTHWEST OF A WITNESS POST, AND
 BR1752'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BR1752
 BR1752                          STATION RECOVERY (1992)
 BR1752
 BR1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BR1752'MARK IS A COMPONENT OF THE BRUNSWICK CALIBRATION BASE LINE, LOCATED
 BR1752'ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST OF BRUNSWICK AT THE GLYNCO
 BR1752'JETPORT.
 BR1752'FOR GATE KEY AND PERMISSION TO ENTER AIRPORT PROPERTY CONTACT MR. GARY
 BR1752'MOORE, MANAGING DIRECTOR, 500 CONNOLE STREET, BRUNSWICK, GA 31520.
 BR1752'TELEPHONE (912) 265-2070.
 BR1752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 (NORTH
 BR1752'GOLDEN ISLE PARKWAY) AND INTERSTATE HIGHWAY 95 (EXIT 8), LOCATED
 BR1752'ABOUT 9.7 KM (6.0 MI) NORTH OF BRUNSWICK, GO SOUTHEAST ON HIGHWAY 25
 BR1752'FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF GLYNCO PARKWAY ON THE
 BR1752'LEFT.  TURN LEFT AND GO NORTHEASTERLY FOR 3.7 KM (2.3 MI) TO A PAVED
 BR1752'INTERSECTION AND AIRPORT SIGN.  (NOTE- TURN LEFT HERE FOR AIRPORT
 BR1752'TERMINAL AND AIRPORT MANAGERS OFFICE.)  CONTINUE NORTHEASTERLY ON
 BR1752'GLYNCO PARKWAY FOR 2.2 KM (1.4 MI) TO A PAVED INTERSECTION AND SIDNEY
 BR1752'LANER DRIVE ON THE RIGHT.  TURN LEFT AND GO NORTHERLY FOR 0.3 KM
 BR1752'(0.2 MI) TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE NORTHERLY
 BR1752'THEN WEST FOR 1.83 KM (1.14 MI) TO THE STATION ON THE LEFT.
 BR1752'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 BR1752'WITH THE GROUND SURFACE.  IT IS 34.1 M (111.9 FT) SOUTHWEST OF A
 BR1752'WOODEN POWER POLE, 12.3 M (40.4 FT) SOUTH OF A 12-FOOT CHAIN LINK
 BR1752'FENCE, 1.8 M (5.9 FT) SOUTH OF THE SOUTH EDGE OF A MACADAM SURFACED
 BR1752'ROAD, AND 2.5 M (8.2 FT) NORTH OF A METAL WITNESS POST.
 BR1752'FOR MORE INFORMATION CONTACT MR. LARRY DREGGORS, BOX 59, ALLENHURST,
 BR1752'GA 31301.  TELEPHONE (912) 386-6261.  OR CONTACT MR. JEFFERY OLSEN,
 BR1752'GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE BUILDING, 100
 BR1752'PEACHTREE STREET, ATLANTA, GA 30303.  TELEPHONE (404) 656-5527.
 BR1752
 BR1752                          STATION RECOVERY (1992)
 BR1752
 BR1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 BR1752'MARK IS A COMPONENT OF THE BRUNSWICK CALIBRATION BASE LINE, LOCATED
 BR1752'ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST OF BRUNSWICK AT THE GLYNCO
 BR1752'JETPORT. FOR GATE KEY AND PERMISSION TO ENTER AIRPORT PROPERTY CONTACT
 BR1752'MR. GARY MOORE, MANAGING DIRECTOR, 500 CONNOLE STREET, BRUNSWICK, GA
 BR1752'31520. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25
 BR1752'(NORTH GOLDEN ISLE PARKWAY) AND INTERSTATE HIGHWAY 95 (EXIT 8),
 BR1752'LOCATED ABOUT 9.7 KM (6.0 MI) NORTH OF BRUNSWICK, GO SOUTHEAST ON
 BR1752'HIGHWAY 25 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF GLYNCO PARKWAY
 BR1752'ON THE LEFT.  TURN LEFT AND GO NORTHEASTERLY FOR 3.7 KM (2.3 MI) TO A
 BR1752'PAVED INTERSECTION AND AIRPORT SIGN.  (NOTE- TURN LEFT HERE FOR
 BR1752'AIRPORT TERMINAL AND AIRPORT MANAGERS OFFICE.)  CONTINUE NORTHEASTERLY
 BR1752'ON GLYNCO PARKWAY FOR 2.2 KM (1.4 MI) TO A PAVED INTERSECTION AND
 BR1752'SIDNEY LANER DRIVE ON THE RIGHT.  TURN LEFT AND GO NORTHERLY FOR 0.3
 BR1752'KM (0.2 MI) TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE
 BR1752'NORTHERLY THEN WEST FOR 1.83 KM (1.14 MI) TO THE STATION ON THE LEFT.
 BR1752'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 BR1752'WITH THE GROUND SURFACE.  IT IS 34.1 M (111.9 FT) SOUTHWEST OF A
 BR1752'WOODEN POWER POLE, 12.3 M (40.4 FT) SOUTH OF A 12-FOOT CHAIN LINK
 BR1752'FENCE, 1.8 M (5.9 FT) SOUTH OF THE SOUTH EDGE OF A MACADAM SURFACED
 BR1752'ROAD, AND 2.5 M (8.2 FT) NORTH OF A METAL WITNESS POST. FOR MORE
 BR1752'INFORMATION CONTACT MR. LARRY DREGGORS, BOX 59, ALLENHURST, GA 31301,
 BR1752'OR CONTACT MR. JEFFERY OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS,
 BR1752'1200 EQUITABLE BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303.
 BR1752
 BR1752                          STATION RECOVERY (1993)
 BR1752
 BR1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CFS)
 BR1752'THE STATION IS LOCATED AT THE GLYNCO JETPORT IN BRUNSWICK GEORGIA,
 BR1752'WHICH IS EAST OF INTERSTATE HIGHWAY 95.  CONTACT GARY L MOORE AT
 BR1752'912-265-2070.  J.C. BROWN PROVIDED THE KEY FOR GATE NUMBER 19. TO
 BR1752'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BR1752'STATE HIGHWAY 25 SPUR (GOLDEN ISLES PARKWAY) EXIT 8.  GO SOUTHEAST ON
 BR1752'STATE HIGHWAY 25 SPUR FOR 0.25 MI (0.40 KM)  TO GLYNCO PARKWAY ON THE
 BR1752'LEFT, TURN LEFT AND GO NORTHEAST ON GLYNCO PARKWAY FOR 2.40 MI (3.86
 BR1752'KM)  TO CONNOLE STREET AND THE AIRPORT TERMINAL ON THE LEFT, CONTINUE
 BR1752'AHEAD ON GLYNCO PARKWAY FOR 1.35 MI (2.17 KM)  TO A PAVED ROAD ON THE
 BR1752'LEFT, TURN LEFT AND GO NORTH-NORTHEAST ON PAVED ROAD FOR 0.15 MI (0.24
 BR1752'KM)  TO SECURITY GATE NUMBER 19, PASS THROUGH GATE AND FOLLOW SERVICE
 BR1752'ROAD AROUND FOR 1.2 MI (1.9 KM)  TO THE STATION ON THE LEFT. THE
 BR1752'STATION IS RECESSED 9 CM BELOW THE LEVEL WITH THE GROUND.  LOCATED AT
 BR1752'THE GLYNCO JETPORT NORTH OF RFUNWAY END 25, IT IS 192.0 FT (58.5 M)
 BR1752'EAST-NORTHEAST OF THE 7TH POWER POLE NORTHEAST OF THE FENCE CORNER,
 BR1752'111.6 FT (34.0 M)  WEST-SOUTHWEST OF THE 8TH POLE FROM THE FENCE
 BR1752'CORNER, 40.4 FT (12.3 M)  SOUTHEAST OF A 10-FOOT CHAIN LINK FENCE AND
 BR1752'8 FT (2.4 M)  NORTHWEST OF A WITNESS POST.
 BR1752
 BR1752                          STATION RECOVERY (1998)
 BR1752
 BR1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BR1752'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED NEAR THE NORTH
 BR1752'SIDE OF BRUNSWICK AT THE GLYNCO JETPORT, IN THE NORTHEAST PART OF THE
 BR1752'AIRFIELD, IN GRASS BETWEEN A SERVICE ROAD AND A SMALL DITCH.
 BR1752'OWNERSHIP--CITY OF BRUNSWICK, 500 CONNOLEE STREET, BRUNSWICK, GA
 BR1752'31525.  AIRPORT DIRECTOR IS STEVE BRYAN.  PHONE 912-265-2070.  J.C.
 BR1752'BROWN OF MAINTENANCE CAN PROVIDE A KEY TO GATE 19.  PHONE
 BR1752'912-439-2169.  CONTACT ONE OF THEM FOR PERMISSION TO OCCUPY THIS
 BR1752'STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 BR1752'STATE SPUR HIGHWAY 25 (GOLDEN ISLES PARKWAY) AT EXIT 8, GO SOUTHEAST
 BR1752'ON HIGHWAY 25 SPUR FOR 0.40 KM (0.25 MI) TO GLYNCO PARKWAY ON THE
 BR1752'LEFT.  TURN LEFT, NORTHEAST, ON GLYNCO PARKWAY FOR 3.86 KM (2.40 MI)
 BR1752'TO CONNOLEE STREET AND THE TERMINAL ON THE LEFT.  CONTINUE AHEAD,
 BR1752'NORTHEAST, ON GLYNCO PARKWAY FOR 2.17 KM (1.35 MI) TO A PAVED ROAD
 BR1752'LEFT.  TURN LEFT, NORTH-NORTHEAST, ON THE ROAD FOR 0.24 KM (0.15 MI)
 BR1752'TO AIRPORT SECURITY GATE NUMBER 19.  PASS THROUGH THE GATE, NORTHWEST,
 BR1752'THEN SOUTHWEST, ON THE SERVICE ROAD FOR 1.9 KM (1.20 MI) TO THE
 BR1752'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 BR1752'CONCRETE POST SET FLUSH WUTH THE GROUND.  IT IS 58.5 M (191.9 FT)
 BR1752'EAST-NORTHEAST OF THE 7TH POWER POLE NORTHEAST OF THE FENCE CORNER,
 BR1752'34.0 M (111.5 FT) WEST-SOUTHWEST OF THE 8TH POWER POLE, 12.3 M (40.4
 BR1752'FT) SOUTHEAST OF THE CHAINLINK PERIMETER FENCE, 3.7 M (12.1 FT)
 BR1752'SOUTHEAST OF THE SERVICE ROAD CENTER, 2.4 M (7.9 FT) NORTHWEST OF A
 BR1752'STEEL WITNESS POST, AND 2.3 M (7.5 FT) NORTHWEST OF A FIBERGLASS
 BR1752'WITNESS POST.
 BR1752
 BR1752                          STATION RECOVERY (2004)
 BR1752
 BR1752'RECOVERY NOTE BY GLYNN COUNTY GEORGIA 2004 (RSN)
 BR1752'THE STATION IS LOCATED IN GLYNN COUNTY, GEORGIA AT THE BRUNSWICK
 BR1752'GOLDEN ISLES AIRPORT,  ABOUT 13.8 KM (8.6 MI) NORTH-NORTHEAST OF
 BR1752'DOWNTOWN BRUNSWICK, AND 11.3  KM (7.0 MI) SOUTH  OF DARIEN GEORGIA.
 BR1752'OWNERSHIP IS GLYNN COUNTY, 500 CONNOLE STREET, BRUNSWICK, GEORGIA
 BR1752'31525. EXECUTIVE DIRECTOR IS STEVE BRIAN, AND OPERATIONS COORDINATOR
 BR1752'IS COLETTE  EDMISTEN, PHONE NUMBER (912)265-2070.
 BR1752' 
 BR1752'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 BR1752'SPUR HIGHWAY 25  (THE GOLDEN ISLES PARKWAY) CURRENTLY EXIT 38, GO
 BR1752'SOUTHEAST ON SPUR HIGHWAY 25, 0.50 KM  (0.3 MI) TO THE GLYNCO PARKWAY
 BR1752'ON THE LEFT. TURN LEFT, GOING NORTHEASTLY, ONTO THE  GLYNCO PARKWAY
 BR1752'FOR 3.86 KM (2.40 MI) TO AVIATION PARKWAY AND THE AIRPORT TERMINAL ON
 BR1752'THE  LEFT. CONTINUE IN A NORTHEASTERLY DIRECTION ON GLYNCO PARKWAY FOR
 BR1752'2.17 KM (1.35 MI) TO A  PAVED ROAD ON THE LEFT. TURN LEFT, GOING
 BR1752'NORTHLY, ONTO PERIMETER ROAD FOR 0.24 KM (0.15  MI) TO AN AIRPORT
 BR1752'SECURITY GATE. PASS THROUGH THE GATE, GOING IN A NORTHERLY DIRECTION
 BR1752'FOR 1.45 KM (0.90 MI), TO A BEND TO THE SOUTWEST, CONTINUE AHEAD FOR
 BR1752'0.43 KM (0.27 MI) TO THE  MONUMENT ON THE LEFT.
 BR1752' 
 BR1752'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH
 BR1752'TO THE GROUND. IT  IS 58.5 M (191.9 FT) EAST-NORTHEAST OF THE 7TH
 BR1752'POWER POLE THAT IS  NORTHEAST OF THE  AIRPORT  FENCE CORNER, 34.0 M
 BR1752'(111.5 FT) WEST-SOUTHWEST OF THE 8TH POLE, 12.3M (40.4 FT)  SOUTHEAST
 BR1752'OF THE CHAINLINK AIRPORT PERIMETER FENCE, 3.7M (12.1 FT) SOUTHEAST OF
 BR1752'THE  CENTERLINE OF PERIMETER ROAD, AND 2.4M (7.9 FT) NORTHWEST OF A
 BR1752'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1317 ***********************************************************************
 BR1317  DESIGNATION -  BRUNSWICK CTHSE CUPOLA
 BR1317  PID         -  BR1317
 BR1317  STATE/COUNTY-  GA/GLYNN
 BR1317  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1317
 BR1317                         *CURRENT SURVEY CONTROL
 BR1317  ___________________________________________________________________
 BR1317* NAD 83(1994)-  31 09 10.59053(N)    081 29 40.61260(W)     ADJUSTED  
 BR1317* NAVD 88     -                                                        
 BR1317  ___________________________________________________________________
 BR1317  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BR1317  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 BR1317
 BR1317  HORZ ORDER  -  THIRD
 BR1317
 BR1317.The horizontal coordinates were established by classical geodetic methods
 BR1317.and adjusted by the National Geodetic Survey in September 1997..
 BR1317
 BR1317
 BR1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1317
 BR1317.The geoid height was determined by GEOID03.
 BR1317
 BR1317;                    North         East     Units Scale Factor Converg.
 BR1317;SPC GA E     -   127,999.331   264,075.450   MT  0.99995063   +0 20 51.7
 BR1317;SPC GA E     -   419,944.47    866,387.54   sFT  0.99995063   +0 20 51.7
 BR1317;UTM  17      - 3,446,657.200   452,856.347   MT  0.99962741   -0 15 21.2
 BR1317
 BR1317                          SUPERSEDED SURVEY CONTROL
 BR1317
 BR1317  NAD 83(1986)-  31 09 10.60179(N)    081 29 40.61615(W) AD(       ) 4
 BR1317  NAD 27      -  31 09 09.77800(N)    081 29 41.25300(W) AD(       ) 3
 BR1317
 BR1317.Superseded values are not recommended for survey control.
 BR1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1317.See file dsdata.txt to determine how the superseded data were derived.
 BR1317
 BR1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5285646657(NAD 83)
 BR1317_MARKER: 86 = CUPOLA
 BR1317
 BR1317  HISTORY     - Date     Condition        Report By
 BR1317  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1317  HISTORY     - 1952     GOOD             CGS
 BR1317  HISTORY     - 1965     GOOD             CGS
 BR1317  HISTORY     - 1973     GOOD             NGS
 BR1317  HISTORY     - 20040321 GOOD             USPSQD
 BR1317
 BR1317                          STATION DESCRIPTION
 BR1317
 BR1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1317'NO PREVIOUS DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 BR1317'STATION IS LOCATED NEAR THE INTERSECTION OF G AND UNION
 BR1317'STREETS.  IT IS THE BALL ON THE TOP OF THE ROUNDED DOME
 BR1317'OF THE CUPOLA OF THE COURTHOUSE
 BR1317
 BR1317                          STATION RECOVERY (1965)
 BR1317
 BR1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1317'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BR1317'1952 RECOVERY NOTE BY P.T.
 BR1317
 BR1317                          STATION RECOVERY (1973)
 BR1317
 BR1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1317'THIS STATION WAS PREVIOUSLY NAMED BRUNSWICK GLYNN CO COURTHOUSE
 BR1317'CUPOLA 1932.  STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 BR1317'THE 1952 DESCRIPTION BY P. T.
 BR1317
 BR1317                          STATION RECOVERY (2004)
 BR1317
 BR1317'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1537 ***********************************************************************
 BR1537  DESIGNATION -  BRUNSWICK HARBOR F RNG BCN
 BR1537  PID         -  BR1537
 BR1537  STATE/COUNTY-  GA/GLYNN
 BR1537  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1537
 BR1537                         *CURRENT SURVEY CONTROL
 BR1537  ___________________________________________________________________
 BR1537* NAD 83(1994)-  31 09 06.08398(N)    081 30 02.28205(W)     ADJUSTED  
 BR1537* NAVD 88     -                                                        
 BR1537  ___________________________________________________________________
 BR1537  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BR1537  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 BR1537
 BR1537  HORZ ORDER  -  THIRD
 BR1537
 BR1537.The horizontal coordinates were established by classical geodetic methods
 BR1537.and adjusted by the National Geodetic Survey in September 1997..
 BR1537
 BR1537
 BR1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1537
 BR1537.The geoid height was determined by GEOID03.
 BR1537
 BR1537;                    North         East     Units Scale Factor Converg.
 BR1537;SPC GA E     -   127,857.082   263,502.375   MT  0.99994972   +0 20 40.4
 BR1537;SPC GA E     -   419,477.78    864,507.38   sFT  0.99994972   +0 20 40.4
 BR1537;UTM  17      - 3,446,521.039   452,281.991   MT  0.99962809   -0 15 32.3
 BR1537
 BR1537                          SUPERSEDED SURVEY CONTROL
 BR1537
 BR1537  NAD 83(1986)-  31 09 06.09510(N)    081 30 02.28529(W) AD(       ) 4
 BR1537  NAD 27      -  31 09 05.26700(N)    081 30 02.92500(W) AD(       ) 3
 BR1537
 BR1537.Superseded values are not recommended for survey control.
 BR1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1537.See file dsdata.txt to determine how the superseded data were derived.
 BR1537
 BR1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5228246521(NAD 83)
 BR1537_MARKER: 14 = NAVIGATION LIGHT
 BR1537
 BR1537  HISTORY     - Date     Condition        Report By
 BR1537  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1537  HISTORY     - 1954     GOOD             CGS
 BR1537
 BR1537                          STATION DESCRIPTION
 BR1537
 BR1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1537'THE HIGHEST POINT OF THE BRUNSWICK FRONT RANGE LIGHT, GIVEN AS
 BR1537'LIGHT NO. 2095 IN LIGHT LIST, ATLANTIC COAST, 1932.  THIS STATION
 BR1537'WAS LOCATED BY INTERSECTION.  REBUILT IN 1920.
 BR1537
 BR1537                          STATION RECOVERY (1954)
 BR1537
 BR1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1537'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 BR1537'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BR1537'
 BR1537'THE STATION IS LOCATED IN BRUNSWICK HARBOR, AT THE CONFLUENCE OF
 BR1537'EAST RIVER AND ACADEMY CREEK.  IT IS THE LANTERN ATOP THE BRUNSWICK
 BR1537'HARBOR RANGE FRONT LIGHT, A PILE STRUCTURE WITH A WHITE DAYMARKER.
 BR1537'IT IS LISTED AS LIGHT NO. 3994 IN THE 1954 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1539 ***********************************************************************
 BR1539  DESIGNATION -  BRUNSWICK HARBOR R RNG BCN
 BR1539  PID         -  BR1539
 BR1539  STATE/COUNTY-  GA/GLYNN
 BR1539  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1539
 BR1539                         *CURRENT SURVEY CONTROL
 BR1539  ___________________________________________________________________
 BR1539* NAD 83(1994)-  31 09 46.24206(N)    081 30 15.85605(W)     ADJUSTED  
 BR1539* NAVD 88     -                                                        
 BR1539  ___________________________________________________________________
 BR1539  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BR1539  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 BR1539
 BR1539  HORZ ORDER  -  THIRD
 BR1539
 BR1539.The horizontal coordinates were established by classical geodetic methods
 BR1539.and adjusted by the National Geodetic Survey in September 1997..
 BR1539
 BR1539
 BR1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1539
 BR1539.The geoid height was determined by GEOID03.
 BR1539
 BR1539;                    North         East     Units Scale Factor Converg.
 BR1539;SPC GA E     -   129,091.623   263,135.471   MT  0.99994915   +0 20 33.8
 BR1539;SPC GA E     -   423,528.10    863,303.62   sFT  0.99994915   +0 20 33.8
 BR1539;UTM  17      - 3,447,758.979   451,928.226   MT  0.99962850   -0 15 39.7
 BR1539
 BR1539                          SUPERSEDED SURVEY CONTROL
 BR1539
 BR1539  NAD 83(1986)-  31 09 46.25341(N)    081 30 15.85920(W) AD(       ) 4
 BR1539  NAD 27      -  31 09 45.42400(N)    081 30 16.49900(W) AD(       ) 3
 BR1539
 BR1539.Superseded values are not recommended for survey control.
 BR1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1539.See file dsdata.txt to determine how the superseded data were derived.
 BR1539
 BR1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5192847759(NAD 83)
 BR1539_MARKER: 14 = NAVIGATION LIGHT
 BR1539
 BR1539  HISTORY     - Date     Condition        Report By
 BR1539  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1539  HISTORY     - 1954     GOOD             CGS
 BR1539
 BR1539                          STATION DESCRIPTION
 BR1539
 BR1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1539'THE HIGHEST POINT OF THE BRUNSWICK REAR RANGE LIGHT, GIVEN AS LIGHT
 BR1539'NO. 2096 IN LIGHT LIST, ATLANTIC COAST, 1932.  THIS STATION WAS
 BR1539'LOCATED BY INTERSECTION.  REBUILT IN 1915.
 BR1539
 BR1539                          STATION RECOVERY (1954)
 BR1539
 BR1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1539'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 BR1539'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BR1539'
 BR1539'THE STATION IS LOCATED AT THE HEAD OF THE HORSESHOE BEND IN
 BR1539'ACADEMY CREEK, ABOUT 0.5 MI. N OF ITS CONFLUENCE WITH EAST RIVER.  IT
 BR1539'IS THE LANTERN ATOP THE BRUNSWICK HARBOR RANGE REAR LIGHT, A SKELETON
 BR1539'STEEL STRUCTURE ON PILES ABOUT 42 FT. HIGH.  THE LIGHT IS LISTED AS
 BR1539'LIGHT NO. 3995 IN THE 1954 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1324 ***********************************************************************
 BR1324  DESIGNATION -  BRUNSWICK HERCULES CO TANK
 BR1324  PID         -  BR1324
 BR1324  STATE/COUNTY-  GA/GLYNN
 BR1324  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1324
 BR1324                         *CURRENT SURVEY CONTROL
 BR1324  ___________________________________________________________________
 BR1324* NAD 83(1994)-  31 09 56.28529(N)    081 28 47.82193(W)     ADJUSTED  
 BR1324* NAVD 88     -                                                        
 BR1324  ___________________________________________________________________
 BR1324  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BR1324  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 BR1324
 BR1324  HORZ ORDER  -  THIRD
 BR1324
 BR1324.The horizontal coordinates were established by classical geodetic methods
 BR1324.and adjusted by the National Geodetic Survey in September 1997..
 BR1324
 BR1324
 BR1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1324
 BR1324.The geoid height was determined by GEOID03.
 BR1324
 BR1324;                    North         East     Units Scale Factor Converg.
 BR1324;SPC GA E     -   129,415.115   265,464.871   MT  0.99995285   +0 21 19.4
 BR1324;SPC GA E     -   424,589.42    870,946.00   sFT  0.99995285   +0 21 19.4
 BR1324;UTM  17      - 3,448,057.810   454,260.150   MT  0.99962581   -0 14 54.2
 BR1324
 BR1324                          SUPERSEDED SURVEY CONTROL
 BR1324
 BR1324  NAD 83(1986)-  31 09 56.29672(N)    081 28 47.82548(W) AD(       ) 4
 BR1324  NAD 27      -  31 09 55.47506(N)    081 28 48.47940(W) AD(       ) 3
 BR1324
 BR1324.Superseded values are not recommended for survey control.
 BR1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1324.See file dsdata.txt to determine how the superseded data were derived.
 BR1324
 BR1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5426048058(NAD 83)
 BR1324_MARKER: 53 = ELEVATED TANK
 BR1324
 BR1324  HISTORY     - Date     Condition        Report By
 BR1324  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1324  HISTORY     - 1952     GOOD             CGS
 BR1324  HISTORY     - 1965     GOOD             CGS
 BR1324  HISTORY     - 1968     GOOD             CGS
 BR1324  HISTORY     - 1973     GOOD             NGS
 BR1324  HISTORY     - 1974     GOOD             NGS
 BR1324  HISTORY     - 20040321 GOOD             USPSQD
 BR1324
 BR1324                          STATION DESCRIPTION
 BR1324
 BR1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1324'NO PREVIOUS DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 BR1324'STAITON IS LOCATED ABOUT 2.0 MI. N ALONG U.S. HIGHWAY 17 FROM
 BR1324'BRUNSWICK, ON PROPERTY OF THE HERCULES POWDER CO., APPROXIMATELY
 BR1324'0.3 MI. W OF THE HIGHWAY, AND 0.1 MI. NW OF TWO LARGE SMOKESTACKS.
 BR1324
 BR1324                          STATION RECOVERY (1965)
 BR1324
 BR1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1324'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 BR1324'P.T. IN 1952 IS ADEQUATE FOR RECOVERY.
 BR1324
 BR1324                          STATION RECOVERY (1968)
 BR1324
 BR1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSR)
 BR1324'RECOVERED IN GOOD CONDITION AS DESCRIBED BY P.T. IN 1952
 BR1324
 BR1324                          STATION RECOVERY (1973)
 BR1324
 BR1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1324'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION WAS
 BR1324'PREVIOUSLY NAMED BRUNSWICK HERCULES POWDER CO WATER TANK 1932.
 BR1324'A NEW DESCRIPTION FOLLOWS--STATION IS THE BALL AT THE TOP AND
 BR1324'CENTER OF WATER TANK THAT HAS A CYLINDRICAL BODY, CONICAL TOP AND
 BR1324'HEMISPHERICAL BOTTOM AND IS SUPPORTED BY FOUR TRUSS-WORK STEEL
 BR1324'LEGS.  IT IS PAINTED WHITE AND IS APPROXIMATELY 150 FEET HIGH.
 BR1324'
 BR1324'STATION IS LOCATED ABOUT 1.5 MILES NNE OF THE CENTER OF BRUNSWICK,
 BR1324'0.25 MILE W OF U. S. HWY. 17 AND IN THE NORTHWEST SECTION OF THE
 BR1324'HERCULES POWDER CO PLANT COMPLEX.
 BR1324
 BR1324                          STATION RECOVERY (1974)
 BR1324
 BR1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1324'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A FOUR LEGGED,
 BR1324'CYLINDRICAL, CONICAL TOPPED WATER TANK PAINTED WHITE.
 BR1324
 BR1324                          STATION RECOVERY (2004)
 BR1324
 BR1324'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1325 ***********************************************************************
 BR1325  DESIGNATION -  BRUNSWICK HERCULES CO STACK
 BR1325  PID         -  BR1325
 BR1325  STATE/COUNTY-  GA/GLYNN
 BR1325  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1325
 BR1325                         *CURRENT SURVEY CONTROL
 BR1325  ___________________________________________________________________
 BR1325* NAD 83(1994)-  31 09 52.26491(N)    081 28 42.95004(W)     ADJUSTED  
 BR1325* NAVD 88     -                                                        
 BR1325  ___________________________________________________________________
 BR1325  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BR1325  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 BR1325
 BR1325  HORZ ORDER  -  THIRD
 BR1325
 BR1325.The horizontal coordinates were established by classical geodetic methods
 BR1325.and adjusted by the National Geodetic Survey in September 1997..
 BR1325
 BR1325
 BR1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1325
 BR1325.The geoid height was determined by GEOID03.
 BR1325
 BR1325;                    North         East     Units Scale Factor Converg.
 BR1325;SPC GA E     -   129,292.105   265,594.654   MT  0.99995305   +0 21 21.9
 BR1325;SPC GA E     -   424,185.85    871,371.79   sFT  0.99995305   +0 21 21.9
 BR1325;UTM  17      - 3,447,933.480   454,388.588   MT  0.99962566   -0 14 51.6
 BR1325
 BR1325                          SUPERSEDED SURVEY CONTROL
 BR1325
 BR1325  NAD 83(1986)-  31 09 52.27625(N)    081 28 42.95348(W) AD(       ) 4
 BR1325  NAD 27      -  31 09 51.45734(N)    081 28 43.60892(W) AD(       ) 3
 BR1325
 BR1325.Superseded values are not recommended for survey control.
 BR1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1325.See file dsdata.txt to determine how the superseded data were derived.
 BR1325
 BR1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5438947933(NAD 83)
 BR1325_MARKER: 63 = STACK
 BR1325
 BR1325  HISTORY     - Date     Condition        Report By
 BR1325  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1325  HISTORY     - 1952     GOOD             CGS
 BR1325  HISTORY     - 1965     GOOD             CGS
 BR1325  HISTORY     - 1973     GOOD             NGS
 BR1325  HISTORY     - 1974     GOOD             NGS
 BR1325  HISTORY     - 20040321 GOOD             USPSQD
 BR1325
 BR1325                          STATION DESCRIPTION
 BR1325
 BR1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1325'NO PREVIOUS DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 BR1325'STATION IS LOCATED ABOUT 2.0 MI. N ALONG U.S. HIGHWAY 17 FROM
 BR1325'BRUNSWICK, AND ON PROPERTY OF THE HERCULES POWDER CO.  IT IS THE
 BR1325'LOWER OF TWO STACKS.
 BR1325
 BR1325                          STATION RECOVERY (1965)
 BR1325
 BR1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1325'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 BR1325'P.T. IN 1952 IS ADEQUATE FOR RECOVERY.
 BR1325
 BR1325                          STATION RECOVERY (1973)
 BR1325
 BR1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1325'THE STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION WAS
 BR1325'PREVIOUSLY NAMED BRUNSWICK HERCULES POWDER CO STACK 1932.  A NEW
 BR1325'DESCRIPTION FOLLOWS--THE STATION IS THE TOP AND CENTER OF A
 BR1325'CYLINDRICAL CONCRETE STACK.  IT IS APPROXIMATELY 150 FEET HIGH AND
 BR1325'IS THE EAST ONE AND LOWER OF TWO STACKS THAT ARE ABOUT 100 FEET
 BR1325'APART.
 BR1325'
 BR1325'STATION IS LOCATED ABOUT 1.5 MILES NNE OF THE CENTER OF BRUNSWICK,
 BR1325'0.15 MILE W OF U. S. HWY. 17 AND NEAR THE SOUTH SIDE OF THE HERCULES
 BR1325'POWDER CO. PLANT COMPLEX.
 BR1325
 BR1325                          STATION RECOVERY (1974)
 BR1325
 BR1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1325'THE STATION WAS APPARENTLY RECOVERED IN GOOD CONDITION.  IT WAS USED
 BR1325'IN SEVERAL RESECTION COMPUTATIONS WITH EXCELLENT RESULTS.
 BR1325
 BR1325                          STATION RECOVERY (2004)
 BR1325
 BR1325'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1540 ***********************************************************************
 BR1540  DESIGNATION -  BRUNSWICK OLD BOILER
 BR1540  PID         -  BR1540
 BR1540  STATE/COUNTY-  GA/GLYNN
 BR1540  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1540
 BR1540                         *CURRENT SURVEY CONTROL
 BR1540  ___________________________________________________________________
 BR1540* NAD 83(1994)-  31 09 10.10715(N)    081 30 12.15758(W)     ADJUSTED  
 BR1540* NAVD 88     -                                                        
 BR1540  ___________________________________________________________________
 BR1540  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BR1540  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 BR1540
 BR1540  HORZ ORDER  -  THIRD
 BR1540
 BR1540.The horizontal coordinates were established by classical geodetic methods
 BR1540.and adjusted by the National Geodetic Survey in September 1997..
 BR1540
 BR1540
 BR1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1540
 BR1540.The geoid height was determined by GEOID03.
 BR1540
 BR1540;                    North         East     Units Scale Factor Converg.
 BR1540;SPC GA E     -   127,979.409   263,240.079   MT  0.99994931   +0 20 35.3
 BR1540;SPC GA E     -   419,879.11    863,646.83   sFT  0.99994931   +0 20 35.3
 BR1540;UTM  17      - 3,446,646.081   452,021.082   MT  0.99962839   -0 15 37.5
 BR1540
 BR1540                          SUPERSEDED SURVEY CONTROL
 BR1540
 BR1540  NAD 83(1986)-  31 09 10.11836(N)    081 30 12.16057(W) AD(       ) 4
 BR1540  NAD 27      -  31 09 09.29000(N)    081 30 12.80000(W) AD(       ) 3
 BR1540
 BR1540.Superseded values are not recommended for survey control.
 BR1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1540.See file dsdata.txt to determine how the superseded data were derived.
 BR1540
 BR1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5202146646(NAD 83)
 BR1540
 BR1540  HISTORY     - Date     Condition        Report By
 BR1540  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1540  HISTORY     - 1954     MARK NOT FOUND   CGS
 BR1540
 BR1540                          STATION DESCRIPTION
 BR1540
 BR1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1540'THE STATION WAS NOT RECOVERED.  ACCORDING TO THE LIST OF GEOGRAPHIC
 BR1540'POSITIONS, THE STATION IS DESCRIBED.  HOWEVER, NO DESCRIPTION IS
 BR1540'AVAILABLE IN ANY EXISTING PUBLICATION.  THERE WAS NO EVIDENCE OF
 BR1540'ANY STATION IN THIS VICINITY.  IT IS RECOMMENDED THAT THE STATION
 BR1540'BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0662 ***********************************************************************
 BR0662  DESIGNATION -  BRUNSWICK SE BASE 2
 BR0662  PID         -  BR0662
 BR0662  STATE/COUNTY-  GA/GLYNN
 BR0662  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0662
 BR0662                         *CURRENT SURVEY CONTROL
 BR0662  ___________________________________________________________________
 BR0662* NAD 83(1994)-  31 09 26.34354(N)    081 29 55.21853(W)     ADJUSTED  
 BR0662* NAVD 88     -         3.90   (meters)      12.8    (feet)  RESET     
 BR0662  ___________________________________________________________________
 BR0662  X           -     807,603.003 (meters)                     COMP
 BR0662  Y           -  -5,402,941.103 (meters)                     COMP
 BR0662  Z           -   3,280,818.764 (meters)                     COMP
 BR0662  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BR0662  ELLIP HEIGHT-         -25.24  (meters)          (09/03/97) GPS OBS
 BR0662  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 BR0662
 BR0662  HORZ ORDER  -  THIRD
 BR0662  VERT ORDER  -  THIRD
 BR0662  ELLP ORDER  -  FOURTH    CLASS II
 BR0662
 BR0662.The horizontal coordinates were established by classical geodetic methods
 BR0662.and adjusted by the National Geodetic Survey in September 1997..
 BR0662.No horizontal observational check was made to the station.
 BR0662
 BR0662.The orthometric height was computed from unverified reset data.
 BR0662
 BR0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0662
 BR0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0662
 BR0662.The ellipsoidal height was determined by GPS observations
 BR0662.and is referenced to NAD 83.
 BR0662
 BR0662.The geoid height was determined by GEOID03.
 BR0662
 BR0662;                    North         East     Units Scale Factor Converg.
 BR0662;SPC GA E     -   128,482.116   263,685.690   MT  0.99995001   +0 20 44.3
 BR0662;SPC GA E     -   421,528.41    865,108.80   sFT  0.99995001   +0 20 44.3
 BR0662;UTM  17      - 3,447,143.907   452,471.818   MT  0.99962786   -0 15 28.8
 BR0662
 BR0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0662!SPC GA E     -   1.00000396  x   0.99995001  =   0.99995397
 BR0662!UTM  17      -   1.00000396  x   0.99962786  =   0.99963182
 BR0662
 BR0662|---------------------------------------------------------------------|
 BR0662| PID    Reference Object                     Distance      Geod. Az  |
 BR0662|                                                           dddmmss.s |
 BR0662| BR0026 BRUNSWICK SE BASE=P 10               24.507 METERS 03417     |
 BR0662| BR0829 BRUNSWICK SE BASE 2 RM 3             17.879 METERS 12939     |
 BR0662| BR0830 BRUNSWICK SE BASE 2 RM 4             16.961 METERS 17421     |
 BR0662| BR1351 BRUNSWICK SE BASE 2 AZ MK           216.311 METERS 35551     |
 BR0662|---------------------------------------------------------------------|
 BR0662
 BR0662                          SUPERSEDED SURVEY CONTROL
 BR0662
 BR0662  NAD 83(1986)-  31 09 26.35477(N)    081 29 55.22153(W) AD(       ) 3
 BR0662  NGVD 29 (07/19/86)    4.20   (m)           13.8    (f) LEVELING    3  
 BR0662
 BR0662.Superseded values are not recommended for survey control.
 BR0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0662.See file dsdata.txt to determine how the superseded data were derived.
 BR0662
 BR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5247247144(NAD 83)
 BR0662_MARKER: DS = TRIANGULATION STATION DISK
 BR0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0662_STAMPING: BRUNSWICK SE BASE 2 1973
 BR0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0662+STABILITY: SURFACE MOTION
 BR0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0662+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BR0662
 BR0662  HISTORY     - Date     Condition        Report By
 BR0662  HISTORY     - 1973     MONUMENTED       NGS
 BR0662  HISTORY     - 1973     GOOD             NGS
 BR0662  HISTORY     - 1987     GOOD             NGS
 BR0662  HISTORY     - 20040321 GOOD             USPSQD
 BR0662
 BR0662                          STATION DESCRIPTION
 BR0662
 BR0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 BR0662'STATION IS LOCATED IN BRUNSWICK, IN THE NORTHWEST ANGLE OF
 BR0662'INTERSECTION AT NEWCASTLE AND K STREETS AND ON RAILROAD PROPERTY.
 BR0662'
 BR0662'TO REACH THE STATION FROM THE INTERSECTION OF GLOUCESTER AND
 BR0662'NEWCASTLE STREETS IN BRUNSWICK, GO NORTH-NORTHWEST ON NEWCASTLE
 BR0662'STREET FOR 0.65 MILE TO K-STREET AND STATION AS DESCRIBED.
 BR0662'
 BR0662'STATION MARKS ARE STANDARD DISKS STAMPED BRUNSWICK SE BASE 2 1973.
 BR0662'THE SURFACE STATION MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BR0662'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS
 BR0662'106 FEET WEST-SOUTHWEST OF THE CENTER OF NEWCASTLE STREET, 134
 BR0662'FEET NORTH-NORTHWEST OF THE CENTER OF A PROJECTED LINE OF K
 BR0662'STREET, 11 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK, 5.7
 BR0662'FEET SOUTH OF A METAL WITNESS POST, 4.3 FEET NORTH OF A METAL
 BR0662'WITNESS POST AND 1.6 FEET EAST OF THE FENCE AROUND PROPERTY OF A
 BR0662'PROPANE GAS COMPANY.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BR0662'AN IRREGULAR MASS OF CONCRETE THAT IS 42-INCHES BELOW THE
 BR0662'GROUND SURFACE.
 BR0662'
 BR0662'REFERENCE MARK 3, A STANDARD DISK STAMPED BRUNSWICK SE BASE 2 NO 3
 BR0662'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BR0662'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 83.6 FEET
 BR0662'NORTH-NORTHWEST OF THE CENTER OF A PROJECTED LINE OF K STREET, 74
 BR0662'FEET WEST-SOUTHWEST OF THE CENTER OF NEWCASTLE STREET, 28.1 FEET
 BR0662'EAST OF THE EAST RAIL OF THE TRACK, AND 1.7 FEET SOUTH OF A
 BR0662'METAL WITNESS POST.
 BR0662'
 BR0662'REFERENCE MARK 4, A STANDARD DISK STAMPED BRUNSWICK SE BASE 2 NO 4
 BR0662'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BR0662'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 118 FEET
 BR0662'WEST-SOUTHWEST OF THE CENTER OF NEWCASTLE STREET, 79.5 FEET
 BR0662'NORTH-NORTHWEST OF THE CENTER OF A PROJECTED LINE OF K STREET,
 BR0662'47.3 FEET WEST OF THE WEST RAIL OF THE TRACK, 1.5 FEET EAST OF THE
 BR0662'FENCE AROUND GAS COMPANY PROPERTY AND 1.6 FEET NORTH OF A METAL
 BR0662'WITNESS POST.
 BR0662'
 BR0662'AZIMUTH MARK, A STANDARD DISK STAMPED BRUNSWICK SE BASE 2 1973, IS
 BR0662'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BR0662'SET FLUSH WITH THE GROUND SURFACE.  IT IS 72.5 FEET SOUTH OF THE
 BR0662'SOUTHWEST CORNER OF A LARGE CONCRETE BLOCK BUILDING, 55 FEET
 BR0662'EAST-NORTHEAST OF THE CENTER OF NEWCASTLE STREET, 25 FEET
 BR0662'WEST-SOUTHWEST OF A 24-INCH OAK TREE AND 3.4 FEET
 BR0662'NORTH-NORTHWEST OF A METAL WITNESS POST.
 BR0662'
 BR0662'NEAREST TOWN--BRUNSWICK.
 BR0662'
 BR0662'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BR0662
 BR0662                          STATION RECOVERY (1973)
 BR0662
 BR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BR0662'IN BRUNSWICK.
 BR0662'0.65 MILE NORTH-NORTHWEST ALONG NEWCASTLE STREET FROM GLOUCESTER
 BR0662'STREET IN BRUNSWICK, 134 FEET NORTH-NORTHWEST OF THE CENTER OF
 BR0662'A PROJECTED LINE OF K-STREET, 106 FEET WEST-SOUTHWEST OF THE
 BR0662'CENTER OF NEWCASTLE STREET, 11 FEET WEST OF THE WEST RAIL OF THE
 BR0662'RAILROAD TRACK, 5.7 FEET SOUTH OF A METAL WITNESS POST, 4.3 FEET
 BR0662'NORTH OF A METAL WITNESS POST, 1.6 FEET EAST OF THE FENCE AROUND
 BR0662'THE PROPERTY OF A GAS COMPANY, A DISK SET IN THE TOP OF A 12-INCH
 BR0662'CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND
 BR0662'SURFACE.
 BR0662
 BR0662                          STATION RECOVERY (1987)
 BR0662
 BR0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BR0662'THE STATION WAS RECOVERED AT THIS DATE.
 BR0662'OTHER MARKS NOT SEARCHED FOR.
 BR0662'
 BR0662'OWNERSHIP--RIGHT-OF-WAY OF THE SEABOARD COAST LINE RAILROAD AND
 BR0662'STATE DEPARTMENT OF TRANSPORTATION.
 BR0662'
 BR0662'TO REACH THE STATION FROM CITY HALL BUILDING IN DOWNTOWN BRUNSWICK, GO
 BR0662'WEST FOR 0.3 KM (0.2 MI) ON GLOUCESTER STREET (U.S. HIGHWAY 25
 BR0662'NORTH) TO THE JUNCTION OF U.S. HIGHWAY 341.
 BR0662'TURN RIGHT AND GO NORTH FOR 0.92 KM (0.6 MI) ON HIGHWAYS 25 AND 341
 BR0662'TO K STREET ON THE RIGHT.
 BR0662'TURN LEFT AND GO WEST FOR 50 METERS (164 FT) ON SAND ROAD, CROSSING
 BR0662'TRACK, TO A FENCE ON THE RIGHT THAT SURROUNDS TWO LARGE PROPANE
 BR0662'TANKS.  TURN RIGHT AND GO NORTH ALONG EAST SIDE OF FENCE FOR 40
 BR0662'METERS TO STATION IN THE FENCE LINE.
 BR0662'
 BR0662'THE STATION IS A STANDARD CGS DISK
 BR0662'STAMPED---BRUNSWICK SE BASE 2 1973---,
 BR0662'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BR0662'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BR0662'41.5 METERS (136.2 FT) NORTH FROM THE EXTENDED CENTER OF K STREET,
 BR0662'21.1 METERS (69.2 FT) WEST-SOUTHWEST FROM THE CURB OF NEWCASTLE
 BR0662'STREET,
 BR0662'16.5 METERS (54.1 FT) WEST-SOUTHWEST FROM THE WEST RAIL OF TRACK,
 BR0662'13.1 METERS (43.0 FT) NORTH-NORTHWEST FROM THE WEST SUPPORT POST
 BR0662'FOR A LARGE BILLBOARD,
 BR0662'1.7 METERS (5.6 FT) SOUTH FROM A METAL WITNESS POST,
 BR0662'1.3 METERS (4.3 FT) NORTH FROM A METAL WITNESS POST, AND
 BR0662'0.4 METERS (1.3 FT) EAST FROM THE FENCE.
 BR0662'
 BR0662'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BR0662
 BR0662                          STATION RECOVERY (2004)
 BR0662
 BR0662'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0829 ***********************************************************************
 BR0829  DESIGNATION -  BRUNSWICK SE BASE 2 RM 3
 BR0829  PID         -  BR0829
 BR0829  STATE/COUNTY-  GA/GLYNN
 BR0829  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0829
 BR0829                         *CURRENT SURVEY CONTROL
 BR0829  ___________________________________________________________________
 BR0829* NAD 83(1986)-  31 09 26.     (N)    081 29 54.     (W)     SCALED    
 BR0829* NAVD 88     -         3.67   (meters)      12.0    (feet)  RESET     
 BR0829  ___________________________________________________________________
 BR0829  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 BR0829
 BR0829  VERT ORDER  -  THIRD
 BR0829
 BR0829.The horizontal coordinates were scaled from a topographic map and have
 BR0829.an estimated accuracy of +/- 6 seconds.
 BR0829
 BR0829.The orthometric height was computed from unverified reset data.
 BR0829
 BR0829.The geoid height was determined by GEOID03.
 BR0829
 BR0829;                    North         East    Units  Estimated Accuracy
 BR0829;SPC GA E     -   128,470.      263,720.      MT  (+/- 180 meters Scaled)
 BR0829
 BR0829                          SUPERSEDED SURVEY CONTROL
 BR0829
 BR0829.No superseded survey control is available for this station.
 BR0829
 BR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ525471(NAD 83)
 BR0829_MARKER: DR = REFERENCE MARK DISK
 BR0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0829_STAMPING: BRUNSWICK SE BASE 2 NO 3 1973
 BR0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0829+STABILITY: SURFACE MOTION
 BR0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0829+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BR0829
 BR0829  HISTORY     - Date     Condition        Report By
 BR0829  HISTORY     - 1973     MONUMENTED       NGS
 BR0829  HISTORY     - 20040321 GOOD             USPSQD
 BR0829
 BR0829                          STATION DESCRIPTION
 BR0829
 BR0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BR0829'IN BRUNSWICK.
 BR0829'0.65 MILE NORTH-NORTHWEST ALONG NEWCASTLE STREET FROM GLOUCESTER
 BR0829'STREET IN BRUNSWICK, 83.6 FEET NORTH-NORTHWEST OF THE CENTER OF A
 BR0829'PROJECTED LINE OF K-STREET, 74 FEET WEST-SOUTHWEST OF THE CENTER
 BR0829'OF NEWCASTLE STREET, 28 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 BR0829'TRACK, 1.7 FEET SOUTH OF A METAL WITNESS POST, A DISK SET IN THE TOP
 BR0829'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH
 BR0829'THE GROUND SURFACE.
 BR0829
 BR0829                          STATION RECOVERY (2004)
 BR0829
 BR0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0830 ***********************************************************************
 BR0830  DESIGNATION -  BRUNSWICK SE BASE 2 RM 4
 BR0830  PID         -  BR0830
 BR0830  STATE/COUNTY-  GA/GLYNN
 BR0830  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0830
 BR0830                         *CURRENT SURVEY CONTROL
 BR0830  ___________________________________________________________________
 BR0830* NAD 83(1986)-  31 09 25.     (N)    081 29 55.     (W)     SCALED    
 BR0830* NAVD 88     -         3.71   (meters)      12.2    (feet)  RESET     
 BR0830  ___________________________________________________________________
 BR0830  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 BR0830
 BR0830  VERT ORDER  -  THIRD
 BR0830
 BR0830.The horizontal coordinates were scaled from a topographic map and have
 BR0830.an estimated accuracy of +/- 6 seconds.
 BR0830
 BR0830.The orthometric height was computed from unverified reset data.
 BR0830
 BR0830.The geoid height was determined by GEOID03.
 BR0830
 BR0830;                    North         East    Units  Estimated Accuracy
 BR0830;SPC GA E     -   128,440.      263,690.      MT  (+/- 180 meters Scaled)
 BR0830
 BR0830                          SUPERSEDED SURVEY CONTROL
 BR0830
 BR0830.No superseded survey control is available for this station.
 BR0830
 BR0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ524471(NAD 83)
 BR0830_MARKER: DR = REFERENCE MARK DISK
 BR0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0830_STAMPING: BRUNSWICK SE BASE 2 NO 4 1973
 BR0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0830+STABILITY: SURFACE MOTION
 BR0830
 BR0830  HISTORY     - Date     Condition        Report By
 BR0830  HISTORY     - 1973     MONUMENTED       NGS
 BR0830
 BR0830                          STATION DESCRIPTION
 BR0830
 BR0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BR0830'IN BRUNSWICK.
 BR0830'0.65 MILE NORTH-NORTHWEST ALONG NEWCASTLE STREET FROM GLOUCESTER
 BR0830'STREET IN BRUNSWICK, 118 FEET WEST-SOUTHWEST OF THE CENTER OF
 BR0830'NEWCASTLE STREET, 79.5 FEET NORTH-NORTHWEST OF THE CENTER OF A
 BR0830'PROJECTED LINE OF K-STREET, 47.3 FEET WEST OF THE WEST RAIL OF THE
 BR0830'RAILROAD TRACK, 1.5 FEET EAST OF THE FENCE AROUD THE GAS COMPANY
 BR0830'PROPERTY, A DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BR0830'MONUMENT THAT IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0026 ***********************************************************************
 BR0026  DESIGNATION -  BRUNSWICK SE BASE=P 10
 BR0026  PID         -  BR0026
 BR0026  STATE/COUNTY-  GA/GLYNN
 BR0026  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0026
 BR0026                         *CURRENT SURVEY CONTROL
 BR0026  ___________________________________________________________________
 BR0026* NAD 83(1994)-  31 09 27.00102(N)    081 29 54.69733(W)     ADJUSTED  
 BR0026* NAVD 88     -         4.453  (meters)      14.61   (feet)  POSTED    
 BR0026  ___________________________________________________________________
 BR0026  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BR0026  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 BR0026  DYNAMIC HT  -           4.450 (meters)      14.60  (feet)  COMP
 BR0026  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BR0026
 BR0026  HORZ ORDER  -  FIRST
 BR0026  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 BR0026
 BR0026.The horizontal coordinates were established by classical geodetic methods
 BR0026.and adjusted by the National Geodetic Survey in September 1997..
 BR0026
 BR0026.The orthometric height was determined by differential leveling
 BR0026.and adjusted by the National Geodetic Survey in 1992..
 BR0026.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 BR0026.rate greater than 8.0 mm/km.
 BR0026
 BR0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0026
 BR0026.The geoid height was determined by GEOID03.
 BR0026
 BR0026.The dynamic height is computed by dividing the NAVD 88
 BR0026.geopotential number by the normal gravity value computed on the
 BR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0026.degrees latitude (g = 980.6199 gals.).
 BR0026
 BR0026.The modeled gravity was interpolated from observed gravity values.
 BR0026
 BR0026;                    North         East     Units Scale Factor Converg.
 BR0026;SPC GA E     -   128,502.447   263,699.371   MT  0.99995003   +0 20 44.5
 BR0026;SPC GA E     -   421,595.11    865,153.69   sFT  0.99995003   +0 20 44.5
 BR0026;UTM  17      - 3,447,164.086   452,485.708   MT  0.99962785   -0 15 28.6
 BR0026
 BR0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0026!SPC GA E     -   1.00000386  x   0.99995003  =   0.99995389
 BR0026!UTM  17      -   1.00000386  x   0.99962785  =   0.99963171
 BR0026
 BR0026|---------------------------------------------------------------------|
 BR0026| PID    Reference Object                     Distance      Geod. Az  |
 BR0026|                                                           dddmmss.s |
 BR0026| CW4699 BRUNSWICK SE BASE RM                 39.845 METERS 11949     |
 BR0026| BR0829 BRUNSWICK SE BASE 2 RM 3             31.654 METERS 18004     |
 BR0026| BR0662 BRUNSWICK SE BASE 2                  24.507 METERS 21417     |
 BR0026| BR1540 BRUNSWICK OLD BOILER                APPROX. 0.7 KM 2213757.9 |
 BR0026| BR1513 TURTLE RIVER LOWER F RNG LT         APPROX. 4.0 KM 2244813.3 |
 BR0026| BR1533 BUZ RESET                           APPROX. 2.4 KM 2373020.6 |
 BR0026| BR1539 BRUNSWICK HARBOR R RNG BCN          APPROX. 0.8 KM 3163605.3 |
 BR0026| BR1351 BRUNSWICK SE BASE 2 AZ MK           197.704 METERS 35125     |
 BR0026| BR0027 BRUNSWICK SE BASE RM 2               19.515 METERS 35135     |
 BR0026|---------------------------------------------------------------------|
 BR0026
 BR0026                          SUPERSEDED SURVEY CONTROL
 BR0026
 BR0026  NAD 83(1986)-  31 09 27.01229(N)    081 29 54.70031(W) AD(       ) 1
 BR0026  NAD 27      -  31 09 26.18200(N)    081 29 55.34200(W) AD(       ) 1
 BR0026  NGVD 29 (??/??/92)    4.75   (m)           15.6    (f) COMPUTED    1 2
 BR0026
 BR0026.Superseded values are not recommended for survey control.
 BR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0026.See file dsdata.txt to determine how the superseded data were derived.
 BR0026
 BR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5248647164(NAD 83)
 BR0026
 BR0026  HISTORY     - Date     Condition        Report By
 BR0026  HISTORY     - 1917     MONUMENTED       CGS
 BR0026  HISTORY     - 1918     GOOD             CGS
 BR0026  HISTORY     - 1922     GOOD             CGS
 BR0026  HISTORY     - 1933     GOOD             CGS
 BR0026  HISTORY     - 1952     GOOD             CGS
 BR0026  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR0026  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BR0026
 BR0026                          STATION DESCRIPTION
 BR0026
 BR0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 BR0026'IN THE NW EDGE OF BRUNSWICK, ABOVE K ST., BETWEEN THE RR TRACKS AND
 BR0026'THE BAY, 1 TELEGRAPH POLE S OF THE 1 MI. POST MARKING THE DISTANCE
 BR0026'FROM THE A.C.L. RR SHOPS, AND 12.125 M. FROM THE LEFT RAIL OF THE
 BR0026'A.C.L. RR MAIN LINE.
 BR0026'
 BR0026'**NOTE--IN ALL DESCRIPTIONS OF STATIONS FROM BRUNSWICK TO MACON,
 BR0026'THE TERMS LEFT RAIL AND LEFT SIDE OF TRACK WILL MEAN THE LEFT WHEN
 BR0026'FACING AWAY FROM BRUNSWICK.
 BR0026'
 BR0026'THE REFERENCE MARK IS A SQUARE
 BR0026'CONCRETE POST WITH A LARGE NAIL IMBEDDED POINT UPWARD IN THE
 BR0026'CONCRETE, PROJECTING ABOUT 1 IN ABOVE THE CONCRETE.  OFFICE UNABLE
 BR0026'TO FURNISH STANDARD REFERENCE MARKS.
 BR0026
 BR0026                          STATION RECOVERY (1918)
 BR0026
 BR0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (WHK)
 BR0026'STATION WAS RECOVERED READILY FROM THE ORIGINAL DESCRIPTION AND
 BR0026'WAS FOUND IN GOOD CONDITION.  R.M. WAS FOUND READILY AND IN GOOD
 BR0026'CONDITION
 BR0026
 BR0026                          STATION RECOVERY (1922)
 BR0026
 BR0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (ECS)
 BR0026'OK.  EXCEPT OMIT ABOUT 1 TEL. POLE S OF MI. POST 1.  ADD 200 M. N OF
 BR0026'GLYNN ICE CO, MIDWAY BETWEEN K ST. AND L ST.
 BR0026
 BR0026                          STATION RECOVERY (1933)
 BR0026
 BR0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR0026'STATION RECOVERED IN GOOD CONDITION.  AN ADDITIONAL REFERENCE MARK
 BR0026'WAS ESTABLISHED NNW OF STATION ON THE SAME SIDE OF THE
 BR0026'RR TRACKS.  DISTANCE TO R.M. 2 (NEW) IS 19.531 M.
 BR0026
 BR0026                          STATION RECOVERY (1952)
 BR0026
 BR0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR0026'STATION WAS RECOVERED LEANING TO THE NW.  REFERENCE MARKS WERE
 BR0026'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO REFERENCE MARKS 1 AND
 BR0026'2 WERE FOUND TO BE 39.90 M. AND 19.50 M. RESPECTIVELY, FROM THE
 BR0026'STATION IN ITS LEANING POSITION.  THE PUBLISHED DESCRIPTION IS
 BR0026'ADEQUATE AND CORRECT WITH THE FOLLOWING ADDITION--STATION IS 33.70
 BR0026'M. NW OF MILEPOST 0644.
 BR0026'
 BR0026'STATION MARK IS STAMPED SOUTHEAST BASE 1917 P 10 16.03 AND PROJECTS
 BR0026'1.0 FT. ABOVE THE GROUND.
 BR0026'
 BR0026'REFERENCE MARK 1 IS 2.0 FT. INSIDE OF THE W.H. BROCK FENCE, AND
 BR0026'0.5 FT. UNDER GROUND.
 BR0026'
 BR0026'REFERENCE MARK 2 IS STAMPED SOUTHEAST BASE NO 2 1917 1933 AND
 BR0026'PROJECTS 0.5 FT. ABOVE THE GROUND.
 BR0026
 BR0026                          STATION RECOVERY (1965)
 BR0026
 BR0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR0026'LOST.  THE STATION AND R.M. 1 WERE NOT RECOVERED AFTER A THOROUGH
 BR0026'SEARCH BY THREE MEN.  R.M. 2 WAS RECOVERED IN GOOD CONDITION.  A
 BR0026'CONCRETE MONUMENT WAS FOUND AND BELIEVED TO BE THE OLD MARK. THE
 BR0026'UNDERGROUND MARK WAS SEARCHED FOR BUT NOT FOUND.  THE UNDERGROUND
 BR0026'MARK AND R.M. 1 ARE BELIEVED TO BE IN PLACE.
 BR0026'
 BR0026'R.M. 2 IS A STANDARD DISK STAMPED SOUTHEAST BASE NO 2 1917 1932,
 BR0026'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 BR0026'4 INCHES.  IT IS 173.5 FEET NORTH OF MILE POST 0644, 51.0 FEET WEST
 BR0026'OF THE CENTER-LINE OF NEWCASTLE STREET AND 8.0 FEET EAST OF A
 BR0026'TELEPHONE POLE.
 BR0026'
 BR0026'THE ORIGINAL DESCRIPTION IS ADEQUATE TO LOCATE THE R.M.
 BR0026
 BR0026                          STATION RECOVERY (1973)
 BR0026
 BR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 BR0026'STATION UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 BR0026'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND
 BR0026'BELIEVED UNDERGROUND 2 FEET IN THE FRONT YARD OF A HOUSE.  THIS
 BR0026'STATION WAS VISITED BY REQUEST OF THE GEORGIA DEPARTMENT OF
 BR0026'TRANSPORTATION DUE TO REFERENCE MARK 2 BEING IN THE WAY OF
 BR0026'CONSTRUCTION OF NEWCASTLE STREET.  STATION BRUNSWICK SE BASE 2 1973,
 BR0026'REFERENCE MARKS 3, 4 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 BR0026'AFTER TIES WERE MADE, BRUNSWICK SE BASE 1917 WAS DESTROYED.
 BR0026'
 BR0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.65 MILE
 BR0026'NORTH-NORTHWEST OF BRUNSWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1327 ***********************************************************************
 BR1327  DESIGNATION -  BRUNSWICK SE WATER TANK
 BR1327  PID         -  BR1327
 BR1327  STATE/COUNTY-  GA/GLYNN
 BR1327  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1327
 BR1327                         *CURRENT SURVEY CONTROL
 BR1327  ___________________________________________________________________
 BR1327* NAD 83(1994)-  31 08 35.00635(N)    081 29 07.58648(W)     ADJUSTED  
 BR1327* NAVD 88     -                                                        
 BR1327  ___________________________________________________________________
 BR1327  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BR1327  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 BR1327
 BR1327  HORZ ORDER  -  THIRD
 BR1327
 BR1327.The horizontal coordinates were established by classical geodetic methods
 BR1327.and adjusted by the National Geodetic Survey in September 1997..
 BR1327
 BR1327
 BR1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1327
 BR1327.The geoid height was determined by GEOID03.
 BR1327
 BR1327;                    North         East     Units Scale Factor Converg.
 BR1327;SPC GA E     -   126,908.835   264,956.878   MT  0.99995203   +0 21 08.4
 BR1327;SPC GA E     -   416,366.74    869,279.36   sFT  0.99995203   +0 21 08.4
 BR1327;UTM  17      - 3,445,557.837   453,725.958   MT  0.99962641   -0 15 03.8
 BR1327
 BR1327                          SUPERSEDED SURVEY CONTROL
 BR1327
 BR1327  NAD 83(1986)-  31 08 35.01706(N)    081 29 07.58931(W) AD(       ) 4
 BR1327  NAD 27      -  31 08 34.18781(N)    081 29 08.23577(W) AD(       ) 3
 BR1327
 BR1327.Superseded values are not recommended for survey control.
 BR1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1327.See file dsdata.txt to determine how the superseded data were derived.
 BR1327
 BR1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5372645558(NAD 83)
 BR1327_MARKER: 53 = ELEVATED TANK
 BR1327
 BR1327  HISTORY     - Date     Condition        Report By
 BR1327  HISTORY     - 1967     FIRST OBSERVED   CGS
 BR1327  HISTORY     - 1968     GOOD             CGS
 BR1327  HISTORY     - 1973     GOOD             NGS
 BR1327  HISTORY     - 1974     GOOD             NGS
 BR1327  HISTORY     - 20040321 GOOD             USPSQD
 BR1327
 BR1327                          STATION DESCRIPTION
 BR1327
 BR1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JKW)
 BR1327'STATION IS LOCATED IN THE SOUTHEAST SECTION OF BRUNSWICK, IN THE
 BR1327'NORTHWEST CORNER OF COCHRAN AVENUE AND PRINCE STREET.  IT IS 74.0
 BR1327'FEET WEST OF CENTERLINE OF COCHRAN AVENUE AND 84.0 FEET NORTH OF
 BR1327'PRINCE STREET.
 BR1327'
 BR1327'STATION IS THE LIGHT ATOP A LARGE ROUND WATER TANK WITH 8 LEGS AND
 BR1327'PAINTED GREEN.  IT IS ABOUT 125 FEET HIGH.
 BR1327
 BR1327                          STATION RECOVERY (1968)
 BR1327
 BR1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSR)
 BR1327'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1967, WITH THE
 BR1327'EXCEPTION THAT THE TANK HAS 10 LEGS.  THE UPPER SECTION OF THE TANK
 BR1327'HAS BEEN PAINTED SILVER COLOR.
 BR1327
 BR1327                          STATION RECOVERY (1973)
 BR1327
 BR1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1327'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 BR1327'THE STATION IS THE LIGHT AT THE TOP AND CENTER OF THE BRUNSWICK
 BR1327'SOUTHEAST MUNICIPAL WATER TANK.  THE TANK IS FORMED BY A DOME
 BR1327'SHAPED TOP AND BOTTOM AND IS SUPPORTED BY 10 TUBULAR STEEL LEGS.
 BR1327'IT IS PAINTED SILVER AND IS APPROXIMATELY 125 FEET HIGH.
 BR1327'
 BR1327'STATION IS LOCATED IN THE SOUTHEAST SECTION OF BRUNSWICK IN THE
 BR1327'NW CORNER OF THE INTERSECTION OF COCHRAN AVENUE AND PRINCE STREET,
 BR1327'74 FEET W OF THE CENTER OF COCHRAN AVE. AND 84 FEET N OF PRINCE ST.
 BR1327
 BR1327                          STATION RECOVERY (1974)
 BR1327
 BR1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1327'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS
 BR1327'TOROSPHERICAL IN SHAPE AND HAS TEN TUBULAR STEEL LEGS.
 BR1327
 BR1327                          STATION RECOVERY (2004)
 BR1327
 BR1327'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1327'COCHRAN AVENUE IS NOW MLK JR AVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1312 ***********************************************************************
 BR1312  DESIGNATION -  BRUNSWICK TV CABLE ANTENNA
 BR1312  PID         -  BR1312
 BR1312  STATE/COUNTY-  GA/GLYNN
 BR1312  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1312
 BR1312                         *CURRENT SURVEY CONTROL
 BR1312  ___________________________________________________________________
 BR1312* NAD 83(1994)-  31 08 11.55900(N)    081 28 52.49601(W)     ADJUSTED  
 BR1312* NAVD 88     -                                                        
 BR1312  ___________________________________________________________________
 BR1312  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 BR1312  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 BR1312
 BR1312  HORZ ORDER  -  THIRD
 BR1312
 BR1312.The horizontal coordinates were established by classical geodetic methods
 BR1312.and adjusted by the National Geodetic Survey in September 1997..
 BR1312
 BR1312
 BR1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1312
 BR1312.The geoid height was determined by GEOID03.
 BR1312
 BR1312;                    North         East     Units Scale Factor Converg.
 BR1312;SPC GA E     -   126,189.223   265,361.054   MT  0.99995268   +0 21 15.9
 BR1312;SPC GA E     -   414,005.81    870,605.39   sFT  0.99995268   +0 21 15.9
 BR1312;UTM  17      - 3,444,834.245   454,122.405   MT  0.99962596   -0 14 55.9
 BR1312
 BR1312                          SUPERSEDED SURVEY CONTROL
 BR1312
 BR1312  NAD 83(1986)-  31 08 11.56970(N)    081 28 52.49892(W) AD(       ) 4
 BR1312  NAD 27      -  31 08 10.73753(N)    081 28 53.15513(W) AD(       ) 3
 BR1312
 BR1312.Superseded values are not recommended for survey control.
 BR1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1312.See file dsdata.txt to determine how the superseded data were derived.
 BR1312
 BR1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5412244834(NAD 83)
 BR1312_MARKER: 42 = RADIO/TV MAST
 BR1312
 BR1312  HISTORY     - Date     Condition        Report By
 BR1312  HISTORY     - 1967     FIRST OBSERVED   CGS
 BR1312  HISTORY     - 1973     GOOD             NGS
 BR1312  HISTORY     - 1974     GOOD             NGS
 BR1312  HISTORY     - 20040321 GOOD             USPSQD
 BR1312
 BR1312                          STATION DESCRIPTION
 BR1312
 BR1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JKW)
 BR1312'STATION IS LOCATED IN THE SOUTHEAST SECTION OF BRUNSWICK.  IT IS
 BR1312'0.1 MILE NORTHWEST OF THE INTERSECTION U.S. HIGHWAY 341 AND LANIER
 BR1312'BOULEVARD AND 200.0 FEET WEST OF THE CENTERLINE OF LANIER
 BR1312'BOULEVARD.
 BR1312'
 BR1312'THE STATION IS THE LIGHT ATOP THE TV TOWER.  IT IS 407.0 FEET HIGH.
 BR1312
 BR1312                          STATION RECOVERY (1973)
 BR1312
 BR1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1312'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION WAS
 BR1312'PREVIOUSLY NAMED BRUNSWICK TV CABLE ANTENNA 1967.  A NEW DESCRIPTION
 BR1312'FOLLOWS--STATION IS THE TOP CENTER OF A TRUSSWORK STEEL, GUYED,
 BR1312'MAST WITH SEVERAL SMALL ANTENNAS ATTACHED AND A LIGHT AT THE TOP
 BR1312'AND CENTER.  THE MAST IS PAINTED ALTERNATELY RED AND WHITE AND
 BR1312'IS 407 FEET HIGH.  IT IS OWNED BY RENTAVISION CABLE TV CO.
 BR1312'
 BR1312'STATION IS LOCATED 0.1 MILE NW OF THE JUNCTION OF U. S. HWY. 341
 BR1312'AND LANIER BOULEVARD AND 200 FEET W OF THE CENTER OF LANIER
 BR1312'BOULEVARD.  IN THE SOUTHEAST SECTION OF BRUNSWICK.
 BR1312
 BR1312                          STATION RECOVERY (1974)
 BR1312
 BR1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1312'THE STATION WAS APPARENTLY RECOVERED IN GOOD CONDITION.  IT WAS
 BR1312'USED IN SEVERAL RE-SECTION COMPUTATIONS WITH GOOD RESULTS.
 BR1312
 BR1312                          STATION RECOVERY (2004)
 BR1312
 BR1312'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1321 ***********************************************************************
 BR1321  DESIGNATION -  BRUNSWICK VENEER CO TANK
 BR1321  PID         -  BR1321
 BR1321  STATE/COUNTY-  GA/GLYNN
 BR1321  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR1321
 BR1321                         *CURRENT SURVEY CONTROL
 BR1321  ___________________________________________________________________
 BR1321* NAD 83(1994)-  31 10 05.00786(N)    081 28 26.69935(W)     ADJUSTED  
 BR1321* NAVD 88     -                                                        
 BR1321  ___________________________________________________________________
 BR1321  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BR1321  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 BR1321
 BR1321  HORZ ORDER  -  THIRD
 BR1321
 BR1321.The horizontal coordinates were established by classical geodetic methods
 BR1321.and adjusted by the National Geodetic Survey in September 1997..
 BR1321
 BR1321
 BR1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1321
 BR1321.The geoid height was determined by GEOID03.
 BR1321
 BR1321;                    North         East     Units Scale Factor Converg.
 BR1321;SPC GA E     -   129,687.218   266,022.542   MT  0.99995375   +0 21 30.5
 BR1321;SPC GA E     -   425,482.15    872,775.62   sFT  0.99995375   +0 21 30.5
 BR1321;UTM  17      - 3,448,323.934   454,820.475   MT  0.99962518   -0 14 43.3
 BR1321
 BR1321                          SUPERSEDED SURVEY CONTROL
 BR1321
 BR1321  NAD 83(1986)-  31 10 05.01930(N)    081 28 26.70283(W) AD(       ) 4
 BR1321  NAD 27      -  31 10 04.17700(N)    081 28 27.34200(W) AD(       ) 3
 BR1321
 BR1321.Superseded values are not recommended for survey control.
 BR1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1321.See file dsdata.txt to determine how the superseded data were derived.
 BR1321
 BR1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5482048324(NAD 83)
 BR1321_MARKER: 53 = ELEVATED TANK
 BR1321
 BR1321  HISTORY     - Date     Condition        Report By
 BR1321  HISTORY     - 1932     FIRST OBSERVED   CGS
 BR1321  HISTORY     - 1952     GOOD             CGS
 BR1321  HISTORY     - 1973     GOOD             NGS
 BR1321  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 BR1321
 BR1321                          STATION DESCRIPTION
 BR1321
 BR1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1321'NO PREVIOUS DESCRIPTION WAS AVAILABLE AT THE TIME OF RECOVERY.
 BR1321'STATION IS LOCATED ABOUT 2.0 MI. N OF BRUNSWICK, ON PROPERTY
 BR1321'OF THE ATLAS PLYWOOD CORP., AND ON THE E SIDE OF U.S. HIGHWAY
 BR1321'17.  IT IS A SILVER WATER TANK 130.0 FT. HIGH.
 BR1321
 BR1321                          STATION RECOVERY (1973)
 BR1321
 BR1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BR1321'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION WAS PREVIOUSLY
 BR1321'NAMED BURNSWICK VENEER CO WATER TANK 1932.  THE TANK IS NOW OWNED BY
 BR1321'DIXIE OBRIEN CORPORATION.  A NEW DESCRIPTION FOLLOWS--THE STATION
 BR1321'IS THE BALL AT THE TOP AND CENTER OF A WATER TANK THAT HAS A
 BR1321'CYLINDRICAL BODY, CONICAL TOP AND HEMISPHERICAL BOTTOM AND IS
 BR1321'SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS.  IT IS PAINTED SILVER AND
 BR1321'IS 130 FEET HIGH.
 BR1321'
 BR1321'STATION IS LOCATED ABOUT 1.8 MILES NNE OF THE CENTER OF BRUNSWICK,
 BR1321'260 FEET EAST OF THE CENTER OF U. S. HWY. 17 AND 60 FEET NNW OF THE
 BR1321'SW CORNER OF THE DIXIE OBRIEN PLANT BUILDING.
 BR1321
 BR1321                          STATION RECOVERY (2004)
 BR1321
 BR1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0191 ***********************************************************************
 BT0191  DESIGNATION -  BRUSILOFF
 BT0191  PID         -  BT0191
 BT0191  STATE/COUNTY-  GA/TERRELL
 BT0191  USGS QUAD   -  DAWSON (1973)
 BT0191
 BT0191                         *CURRENT SURVEY CONTROL
 BT0191  ___________________________________________________________________
 BT0191* NAD 83(1994)-  31 45 23.39882(N)    084 24 17.67038(W)     ADJUSTED  
 BT0191* NAVD 88     -       101.483  (meters)     332.95   (feet)  ADJUSTED  
 BT0191  ___________________________________________________________________
 BT0191  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BT0191  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT0191  DYNAMIC HT  -         101.363 (meters)     332.56  (feet)  COMP
 BT0191  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BT0191
 BT0191  HORZ ORDER  -  FIRST
 BT0191  VERT ORDER  -  FIRST     CLASS II
 BT0191
 BT0191.The horizontal coordinates were established by classical geodetic methods
 BT0191.and adjusted by the National Geodetic Survey in September 1997..
 BT0191
 BT0191.The orthometric height was determined by differential leveling
 BT0191.and adjusted by the National Geodetic Survey in June 1991..
 BT0191
 BT0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0191
 BT0191.The geoid height was determined by GEOID03.
 BT0191
 BT0191.The dynamic height is computed by dividing the NAVD 88
 BT0191.geopotential number by the normal gravity value computed on the
 BT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0191.degrees latitude (g = 980.6199 gals.).
 BT0191
 BT0191.The modeled gravity was interpolated from observed gravity values.
 BT0191
 BT0191;                    North         East     Units Scale Factor Converg.
 BT0191;SPC GA W     -   194,743.802   677,430.722   MT  0.99990628   -0 07 31.4
 BT0191;SPC GA W     -   638,921.96  2,222,537.29   sFT  0.99990628   -0 07 31.4
 BT0191;UTM  16      - 3,516,377.023   745,803.622   MT  1.00034523   +1 21 59.4
 BT0191
 BT0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0191!SPC GA W     -   0.99998825  x   0.99990628  =   0.99989453
 BT0191!UTM  16      -   0.99998825  x   1.00034523  =   1.00033347
 BT0191
 BT0191|---------------------------------------------------------------------|
 BT0191| PID    Reference Object                     Distance      Geod. Az  |
 BT0191|                                                           dddmmss.s |
 BT0191| CY8121 BRUSILOFF RM 1                       15.734 METERS 06035     |
 BT0191| BT0189 O 8                                  11.357 METERS 13707     |
 BT0191| BT1707 BRUSILOFF 1917 RM 3 1973            443.834 METERS 2533844.4 |
 BT0191|---------------------------------------------------------------------|
 BT0191
 BT0191                          SUPERSEDED SURVEY CONTROL
 BT0191
 BT0191  NAD 83(1986)-  31 45 23.40447(N)    084 24 17.67411(W) AD(       ) 1
 BT0191  NAD 27      -  31 45 22.81800(N)    084 24 17.97600(W) AD(       ) 1
 BT0191  NGVD 29 (??/??/92)  101.594  (m)          333.31   (f) ADJ UNCH    1 2
 BT0191
 BT0191.Superseded values are not recommended for survey control.
 BT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0191.See file dsdata.txt to determine how the superseded data were derived.
 BT0191
 BT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4580416377(NAD 83)
 BT0191_MARKER: DS = TRIANGULATION STATION DISK
 BT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0191_STAMPING: BRUSILOFF 1917
 BT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0191+STABILITY: SURFACE MOTION
 BT0191
 BT0191  HISTORY     - Date     Condition        Report By
 BT0191  HISTORY     - 1917     MONUMENTED       CGS
 BT0191  HISTORY     - 1935     GOOD             CGS
 BT0191  HISTORY     - 1957     GOOD             NGS
 BT0191  HISTORY     - 1973     GOOD             NGS
 BT0191  HISTORY     - 1973     GOOD             NGS
 BT0191
 BT0191                          STATION DESCRIPTION
 BT0191
 BT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT0191'ABOUT 2-1/4 MILES SOUTH OF DAWSON DEPOT ON THE SEABOARD AIR
 BT0191'LINE RAILWAY, 1/5 MILE SOUTH OF MILEPOST 68, ABOUT 196 METERS
 BT0191'(643 FEET) NORTHEAST OF WILLIAM LITTLETONS HOME, AND 5.18
 BT0191'METERS (17.0 FEET) WEST OF WEST RAIL OF MAIN TRACK.  REFERENCE
 BT0191'MARK, A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE, = U.S.C.
 BT0191'AND G.S. B.M. 0-8, IS 7.21
 BT0191'METERS (23.7 FEET) WEST OF WEST RAIL AND 11.36 METERS (37.3
 BT0191'FEET) FROM STATION IN GRID AZIMUTH 317 DEG 14 MIN.  A SECOND
 BT0191'REFERENCE MARK, 1200 FEET EAST OF MILEPOST 68, IS A MONEL METAL
 BT0191'RIVET IN CONCRETE POST, 15.7 METERS (52 FEET) NORTHEAST OF
 BT0191'STATION AND 7.8 METERS (26 FEET) NORTH OF NORTH RAIL NO
 BT0191'GRID AZIMUTH AVAILABLE TO THIS REFERENCE MARK.
 BT0191
 BT0191                          STATION RECOVERY (1957)
 BT0191
 BT0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BT0191'2.6 MI SE FROM DAWSON.
 BT0191'ABOUT 2.6 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BT0191'THE STATION AT DAWSON, 16.8 FEET SOUTH-SOUTHWEST OF THE
 BT0191'SOUTH-SOUTHWEST RAIL, 374 YARDS EAST-SOUTHEAST OF MILEPOST NO. 68,
 BT0191'50 YARDS EAST OF THE TOP OF A GRADE IN THE RAILROAD, 51.6 FEET
 BT0191'SOUTHWEST OF RM BRUSILOFF, 37 FEET NORTHWEST OF BENCH MARK 0 8, 22
 BT0191'FEET NORTHWEST OF THE FIRST TELEPHONE POLE EAST-SOUTHEAST OF THE
 BT0191'TOP OF GRADE, 2 FEET WEST-NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BT0191'2 FEET ABOVE THE LEVEL OF THE TOP OF RAIL AND SET IN THE TOP OF A
 BT0191'CONCRETE POST 6 INCHES BELOW THE GROUND.
 BT0191
 BT0191                          STATION RECOVERY (1973)
 BT0191
 BT0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT0191'THE STATION MARK, REFERENCE MARK 1 AND BENCH MARK 0 8 WERE RECOVERED
 BT0191'IN GOOD CONDITION.  THE DISTANCES TO ALL MARKS CHECKED.  THE
 BT0191'DIRECTIONS COULD NOT BE CHECKED AS THE OLD DATA WAS NOT AVAILABLE.
 BT0191'A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 BT0191'DESCRIPTION FOLLOWS.
 BT0191'
 BT0191'THE STATION IS ABOUT 4 MILES WEST AND 2-1/2 MILES NORTH OF SASSER,
 BT0191'2 MILES EAST AND 1/2 MILE SOUTH OF DAWSON, 1 MILE SOUTH OF STATE
 BT0191'HIGHWAY 32 AND ON THE SOUTH RIGHT-OF-WAY OF THE SEABOARD COAST LINE
 BT0191'RAILROAD.
 BT0191'
 BT0191'TO REACH THE STATION FROM THE NORTH JUNCTION OF U. S. HIGHWAY 82
 BT0191'AND STATE HIGHWAY 55 IN DAWSON, GO SOUTH AND SOUTHEAST ON U. S.
 BT0191'HIGHWAY 82 FOR 4.3 MILES TO A PAVED SIDE ROAD ON THE LEFT.  TURN
 BT0191'LEFT AND GO NORTH AND NORTHWEST ON THE PAVED ROAD FOR 1.0 MILE TO A
 BT0191'TRACK ROAD ON THE RIGHT.  (TO REACH REFERENCE MARK 3 FROM THIS
 BT0191'POINT CONTINUE NORTHWEST ON THE PAVED ROAD FOR 0.7 MILE TO
 BT0191'THE MARK ON THE LEFT.) TURN RIGHT AND GO NORTH ON THE TRACK ROAD
 BT0191'FOR 0.45 MILE TO A RAILROAD CROSSING ON THE RIGHT.  GO NORTHWEST
 BT0191'ALONG THE SOUTH SIDE OF THE TRACKS FOR 0.2 MILE TO THE STATION ON
 BT0191'THE RIGHT.
 BT0191'
 BT0191'STATION MARK IS A STANDARD DISK, STAMPED BRUSILOFF 1917.  THE SURFACE
 BT0191'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BT0191'THAT IS 2 INCHES UNDERGROUND.  IT IS 38.1 FEET NORTHWEST OF A WITNESS
 BT0191'POST AND 19.0 FEET SOUTHWEST OF THE CENTER OF THE RAILROAD TRACK.
 BT0191'THE UNDERGROUND MARK IS A BOTTLE SET IN THE TOP OF AN IRREGULAR
 BT0191'MASS OF CONCRETE.
 BT0191'
 BT0191'REFERENCE MARK 1 IS A MONEL METAL RIVET SET IN THE TOP OF A 6-INCH
 BT0191'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 28.0
 BT0191'FEET NORTHEAST OF THE CENTER OF THE TRACK, 60.1 FEET NORTH-NORTHEAST
 BT0191'OF THE METAL WITNESS POST AND ABOUT 2 FEET HIGHER THAN THE STATION
 BT0191'MARK.
 BT0191'
 BT0191'BENCH MARK 0 8 IS A STANDARD DISK, STAMPED 0 8 1917 ELEV. 332.965,
 BT0191'SET IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT0191'FLUSH WITH THE GROUND.  IT IS 26.5 FEET SOUTH-SOUTHWEST OF THE CENTER
 BT0191'OF THE TRACK, 4.1 FEET NORTHEAST OF THE METAL WITNESS POST, 1.0 FEET
 BT0191'SOUTHEAST OF A CONCRETE WITNESS POST AND ABOUT THE SAME
 BT0191'ELEVATION AS THE STATION.
 BT0191'
 BT0191'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRUSILOFF 1917 NO 3
 BT0191'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BT0191'IS FLUSH WITH THE GROUND.  IT IS 47.3 FEET NORTH OF A POWER LINE
 BT0191'POLE, 29.6 FEET NORTHEAST OF A WITNESS POST IN A FENCE LINE AND
 BT0191'14.0 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD.  THIS MARK
 BT0191'WILL SERVE AS AN AZIMUTH MARK.
 BT0191'
 BT0191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTHEAST
 BT0191'OF DAWSON.
 BT0191'
 BT0191'HEIGHT OF LIGHT ABOVE STATION MARK 6.86 FEET.
 BT0191
 BT0191                          STATION RECOVERY (1973)
 BT0191
 BT0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1707 ***********************************************************************
 BT1707  DESIGNATION -  BRUSILOFF 1917 RM 3 1973
 BT1707  PID         -  BT1707
 BT1707  STATE/COUNTY-  GA/TERRELL
 BT1707  USGS QUAD   -  DAWSON (1973)
 BT1707
 BT1707                         *CURRENT SURVEY CONTROL
 BT1707  ___________________________________________________________________
 BT1707* NAD 83(1994)-  31 45 19.34105(N)    084 24 33.85260(W)     ADJUSTED  
 BT1707* NAVD 88     -       105.5    (meters)     346.     (feet)  VERTCON   
 BT1707  ___________________________________________________________________
 BT1707  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BT1707  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1707
 BT1707  HORZ ORDER  -  SECOND
 BT1707
 BT1707.The horizontal coordinates were established by classical geodetic methods
 BT1707.and adjusted by the National Geodetic Survey in September 1997..
 BT1707
 BT1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1707
 BT1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1707
 BT1707.The geoid height was determined by GEOID03.
 BT1707
 BT1707;                    North         East     Units Scale Factor Converg.
 BT1707;SPC GA W     -   194,619.773   677,004.614   MT  0.99990652   -0 07 39.9
 BT1707;SPC GA W     -   638,515.04  2,221,139.30   sFT  0.99990652   -0 07 39.9
 BT1707;UTM  16      - 3,516,241.883   745,380.701   MT  1.00034267   +1 21 50.7
 BT1707
 BT1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1707!SPC GA W     -   0.99998762  x   0.99990652  =   0.99989414
 BT1707!UTM  16      -   0.99998762  x   1.00034267  =   1.00033028
 BT1707
 BT1707:                Primary Azimuth Mark                     Grid Az
 BT1707:SPC GA W     -  BRUSILOFF                                073 46 15.8
 BT1707:UTM  16      -  BRUSILOFF                                072 16 45.2
 BT1707
 BT1707|---------------------------------------------------------------------|
 BT1707| PID    Reference Object                     Distance      Geod. Az  |
 BT1707|                                                           dddmmss.s |
 BT1707| BT0191 BRUSILOFF                           443.834 METERS 0733835.9 |
 BT1707|---------------------------------------------------------------------|
 BT1707
 BT1707                          SUPERSEDED SURVEY CONTROL
 BT1707
 BT1707  NAD 83(1986)-  31 45 19.34677(N)    084 24 33.85606(W) AD(       ) 2
 BT1707  NAD 27      -  31 45 18.75874(N)    084 24 34.16106(W) AD(       ) 2
 BT1707  NGVD 29 (07/19/86)  105.6    (m)          346.     (f) VERT ANG       
 BT1707
 BT1707.Superseded values are not recommended for survey control.
 BT1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1707.See file dsdata.txt to determine how the superseded data were derived.
 BT1707
 BT1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4538116242(NAD 83)
 BT1707_MARKER: DR = REFERENCE MARK DISK
 BT1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1707+STABILITY: SURFACE MOTION
 BT1707
 BT1707  HISTORY     - Date     Condition        Report By
 BT1707  HISTORY     - 1973     MONUMENTED       NGS
 BT1707
 BT1707                          STATION DESCRIPTION
 BT1707
 BT1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1707'THE STATION IS ABOUT 4 MILES WEST AND 2-1/2 MILES NORTH OF
 BT1707'SASSER, 2 MILES EAST AND 1/2 MILE SOUTH OF DAWSON, 1 MILE SOUTH
 BT1707'OF STATE HIGHWAY 32 AND ON THE RIGHT-OF-WAY OF A PAVED ROAD.
 BT1707'
 BT1707'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAY 82
 BT1707'AND STATE HIGHWAY 55 IN DAWSON GO SOUTH AND SOUTHEAST ON
 BT1707'U.S. HIGHWAY 82 FOR 4.3 MILES TO A PAVED SIDE ROAD ON THE
 BT1707'LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST ON THE PAVED ROAD
 BT1707'FOR 1.7 MILES TO THE MARK ON THE LEFT.
 BT1707'
 BT1707'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED BRUSILOFF
 BT1707'1917 NO 3 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BT1707'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 47.3 FEET NORTH
 BT1707'OF A POWER LINE POLE, 29.6 FEET NORTHEAST OF A WITNESS POST IN
 BT1707'THE FENCE LINE AND 14.0 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 BT1707'ROAD.
 BT1707'
 BT1707'HEIGHT OF LIGHT ABOVE STATION MARK 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0190 ***********************************************************************
 BT0190  DESIGNATION -  BRUSILOFF RM
 BT0190  PID         -  BT0190
 BT0190  STATE/COUNTY-  GA/TERRELL
 BT0190  USGS QUAD   -  DAWSON (1973)
 BT0190
 BT0190                         *CURRENT SURVEY CONTROL
 BT0190  ___________________________________________________________________
 BT0190* NAD 83(1986)-  31 45 23.     (N)    084 24 18.     (W)     SCALED    
 BT0190* NAVD 88     -       101.982  (meters)     334.59   (feet)  ADJUSTED  
 BT0190  ___________________________________________________________________
 BT0190  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT0190  DYNAMIC HT  -         101.861 (meters)     334.19  (feet)  COMP
 BT0190  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BT0190
 BT0190  VERT ORDER  -  FIRST     CLASS II
 BT0190
 BT0190.The horizontal coordinates were scaled from a topographic map and have
 BT0190.an estimated accuracy of +/- 6 seconds.
 BT0190
 BT0190.The orthometric height was determined by differential leveling
 BT0190.and adjusted by the National Geodetic Survey in June 1991..
 BT0190
 BT0190.The geoid height was determined by GEOID03.
 BT0190
 BT0190.The dynamic height is computed by dividing the NAVD 88
 BT0190.geopotential number by the normal gravity value computed on the
 BT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0190.degrees latitude (g = 980.6199 gals.).
 BT0190
 BT0190.The modeled gravity was interpolated from observed gravity values.
 BT0190
 BT0190;                    North         East    Units  Estimated Accuracy
 BT0190;SPC GA W     -   194,730.      677,420.      MT  (+/- 180 meters Scaled)
 BT0190
 BT0190                          SUPERSEDED SURVEY CONTROL
 BT0190
 BT0190  NGVD 29 (??/??/92)  102.092  (m)          334.95   (f) ADJ UNCH    1 2
 BT0190
 BT0190.Superseded values are not recommended for survey control.
 BT0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0190.See file dsdata.txt to determine how the superseded data were derived.
 BT0190
 BT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA457163(NAD 83)
 BT0190_MARKER: R = RIVET
 BT0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BT0190_SP_SET: CONCRETE FILLED
 BT0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0190
 BT0190  HISTORY     - Date     Condition        Report By
 BT0190  HISTORY     - UNK      MONUMENTED       CGS
 BT0190  HISTORY     - 1957     GOOD             NGS
 BT0190  HISTORY     - 1973     GOOD             NGS
 BT0190
 BT0190                          STATION DESCRIPTION
 BT0190
 BT0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0190'2.6 MI SE FROM DAWSON.
 BT0190'ABOUT 2.6 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0190'FROM THE STATION AT DAWSON, 25 1/2 FEET NORTH-NORTHEAST OF THE
 BT0190'NORTH-NORTHEAST RAIL, 380 YARDS EAST-SOUTHEAST OF MILEPOST NO. 68,
 BT0190'56 FEET NORTH OF AND ACROSS THE TRACK FROM BENCH MARK 0 8, 51.6
 BT0190'FEET NORTHEAST AND ACROSS THE TRACK FROM TRIANGULATION STATION
 BT0190'BRUSILOFF, 55 1/2 FEET NORTH-NORTHEAST AND AT ABOUT AT RIGHT ANGLE
 BT0190'ACROSS THE TRACK FROM THE FIRST TELEPHONE POLE EAST-SOUTHEAST OF
 BT0190'THE TOP OF A GRADE, 4 FEET ABOVE THE TOP OF RAIL AND SET IN THE TOP
 BT0190'OF A CONCRETE FILLED STOVE PIPE PROJECTING 5 INCHES ABOVE THE GROUND.
 BT0190
 BT0190                          STATION RECOVERY (1973)
 BT0190
 BT0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3276 ***********************************************************************
 DG3276  DESIGNATION -  BRYAN
 DG3276  PID         -  DG3276
 DG3276  STATE/COUNTY-  GA/DOUGLAS
 DG3276  USGS QUAD   -  CAMPBELLTON (1982)
 DG3276
 DG3276                         *CURRENT SURVEY CONTROL
 DG3276  ___________________________________________________________________
 DG3276* NAD 83(1994)-  33 42 39.01620(N)    084 39 59.81278(W)     ADJUSTED  
 DG3276* NAVD 88     -       335.0    (meters)    1099.     (feet)  VERTCON   
 DG3276  ___________________________________________________________________
 DG3276  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DG3276  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DG3276
 DG3276  HORZ ORDER  -  FIRST
 DG3276
 DG3276.The horizontal coordinates were established by classical geodetic methods
 DG3276.and adjusted by the National Geodetic Survey in September 1997..
 DG3276
 DG3276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3276
 DG3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3276
 DG3276.The geoid height was determined by GEOID03.
 DG3276
 DG3276;                    North         East     Units Scale Factor Converg.
 DG3276;SPC GA W     -   411,545.301   653,660.904   MT  0.99992646   -0 16 38.9
 DG3276;SPC GA W     - 1,350,211.54  2,144,552.48   sFT  0.99992646   -0 16 38.9
 DG3276;UTM  16      - 3,732,539.537   716,233.609   MT  1.00017646   +1 17 43.9
 DG3276
 DG3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3276!SPC GA W     -   0.99995204  x   0.99992646  =   0.99987850
 DG3276!UTM  16      -   0.99995204  x   1.00017646  =   1.00012849
 DG3276
 DG3276|---------------------------------------------------------------------|
 DG3276| PID    Reference Object                     Distance      Geod. Az  |
 DG3276|                                                           dddmmss.s |
 DG3276| CZ2875 BRYAN RM 1                           17.769 METERS 04059     |
 DG3276| CZ2877 BRYAN RM 3                                         2263718.3 |
 DG3276| CZ2876 BRYAN RM 2                           20.855 METERS 22823     |
 DG3276|---------------------------------------------------------------------|
 DG3276
 DG3276                          SUPERSEDED SURVEY CONTROL
 DG3276
 DG3276  NAD 83(1994)-  33 42 39.02198(N)    084 39 59.81301(W) AD(       ) 1
 DG3276  NAD 83(1986)-  33 42 39.02263(N)    084 39 59.81225(W) AD(       ) 1
 DG3276  NAD 27      -  33 42 38.63250(N)    084 40 00.04983(W) AD(       ) 1
 DG3276  NGVD 29 (07/19/86)  334.9    (m)         1099.     (f) VERT ANG       
 DG3276
 DG3276.Superseded values are not recommended for survey control.
 DG3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3276.See file dsdata.txt to determine how the superseded data were derived.
 DG3276
 DG3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1623432540(NAD 83)
 DG3276_MARKER: DS = TRIANGULATION STATION DISK
 DG3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3276+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 DG3276
 DG3276  HISTORY     - Date     Condition        Report By
 DG3276  HISTORY     - 1973     MONUMENTED       NGS
 DG3276  HISTORY     - 20011213 GOOD             GADT
 DG3276  HISTORY     - 20031208 GOOD             GADT
 DG3276
 DG3276                          STATION DESCRIPTION
 DG3276
 DG3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3276'THE STATION IS LOCATED ABOUT 7.25 MILES SOUTH-SOUTHWEST OF
 DG3276'AUSTELL, 5.5 MILES EAST-SOUTHEAST OF DOUGLASVILLE, 2.5 MILES
 DG3276'NORTHWEST OF THE JUNCTION OF STATE ROUTE 166 AND THE
 DG3276'CHATTAHOOCHEE RIVER AND ON A PROPERTY LINE BETWEEN MR. T.H. YANCEY
 DG3276'AND A MR. SIMMONS AND THE COUNTY ROAD RIGHT-OF-WAY.
 DG3276'
 DG3276'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 285 AND
 DG3276'STATE ROUTE 166 AT THE WEST SIDE OF ATLANTA, GO WESTERLY ON
 DG3276'STATE ROUTE 166 FOR 7.5 MILES TO THE JUNCTION OF STATE ROUTES 70
 DG3276'AND 154.  CONTINUE WESTERLY ON ROUTE 166 FOR 2.9 MILES TO THE
 DG3276'JUNCTION WITH STATE ROUTE 92.  CONTINUE NORTHWEST ON ROUTE 92 FOR
 DG3276'0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON
 DG3276'ANNEEWAKEE ROAD FOR 0.2 MILE TO THE STATION ON THE
 DG3276'LEFT.  CONTINUE SOUTHWEST FOR 0.2 MILE TO REFERENCE MARK 3 ON
 DG3276'THE LEFT.
 DG3276'
 DG3276'THE STATION MARKS ARE STANDARD DISKS STAMPED BRYAN 1973.  THE
 DG3276'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3276'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET
 DG3276'NORTHWEST OF A DOUBLE TRUNKED OAK TREE, 35 FEET SOUTHEAST OF
 DG3276'THE CENTER OF ANNEEWAKEE ROAD AND 21 FEET NORTH-NORTHEAST OF A
 DG3276'DOUBLE TRUNKED OAK TREE.  THE UNDERGROUND DISK IS SET IN THE TOP
 DG3276'OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 DG3276'GROUND SURFACE.
 DG3276'
 DG3276'REFERENCE MARK 1, A STANDARD DISK STAMPED BRYAN NO 1 1973, IS
 DG3276'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 DG3276'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 79 FEET SOUTHWEST OF
 DG3276'THE CENTER OF A DRIVEWAY AND 33 FEET SOUTHEAST OF THE CENTER OF
 DG3276'THE ROAD.
 DG3276'
 DG3276'REFERENCE MARK 2, A STANDARD DISK STAMPED BRYAN NO 2 1973, IS
 DG3276'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 DG3276'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 96 FEET NORTHEAST OF
 DG3276'THE CENTER OF A DRIVEWAY, 50.8 FEET WEST-SOUTHWEST A DOUBLE
 DG3276'TRUNKED OAK TREE AND 29 FEET SOUTHEAST OF THE CENTER OF THE ROAD.
 DG3276'
 DG3276'REFERENCE MARK 3, A STANDARD DISK STAMPED BRYAN NO 3 1973, IS
 DG3276'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3276'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET
 DG3276'SOUTHWEST OF THE CENTER OF SOUTH ANNEEWAKEE ROAD, 38 FEET
 DG3276'SOUTH-SOUTHEAST OF THE CENTER OF ANNEEWAKEE ROAD, 3.5 FEET
 DG3276'SOUTHEAST OF A UTILITY POLE AND 2.5 FEET SOUTH OF A METAL WITNESS
 DG3276'POST.
 DG3276'
 DG3276'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 DG3276
 DG3276                          STATION RECOVERY (2001)
 DG3276
 DG3276'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DG3276'ALSO FOUND RM1, RM2, AND RM3.
 DG3276
 DG3276                          STATION RECOVERY (2003)
 DG3276
 DG3276'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DG3276'FOUND ALSO REFERENCE MARKS 1,2,AND 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1975 ***********************************************************************
 EE1975  DESIGNATION -  BRYAN
 EE1975  PID         -  EE1975
 EE1975  STATE/COUNTY-  GA/CATOOSA
 EE1975  USGS QUAD   -  NICKAJACK GAP (1983)
 EE1975
 EE1975                         *CURRENT SURVEY CONTROL
 EE1975  ___________________________________________________________________
 EE1975* NAD 83(1994)-  34 49 33.90921(N)    085 07 49.93361(W)     ADJUSTED  
 EE1975* NAVD 88     -       437.1    (meters)    1434.     (feet)  VERTCON   
 EE1975  ___________________________________________________________________
 EE1975  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EE1975  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1975
 EE1975  HORZ ORDER  -  FIRST
 EE1975
 EE1975.The horizontal coordinates were established by classical geodetic methods
 EE1975.and adjusted by the National Geodetic Survey in September 1997..
 EE1975
 EE1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1975
 EE1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1975
 EE1975.The geoid height was determined by GEOID03.
 EE1975
 EE1975;                    North         East     Units Scale Factor Converg.
 EE1975;SPC GA W     -   535,555.682   611,831.625   MT  0.99999578   -0 33 01.8
 EE1975;SPC GA W     - 1,757,068.93  2,007,317.59   sFT  0.99999578   -0 33 01.8
 EE1975;UTM  16      - 3,855,350.085   670,962.372   MT  0.99996025   +1 04 04.4
 EE1975
 EE1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1975!SPC GA W     -   0.99993603  x   0.99999578  =   0.99993181
 EE1975!UTM  16      -   0.99993603  x   0.99996025  =   0.99989628
 EE1975
 EE1975|---------------------------------------------------------------------|
 EE1975| PID    Reference Object                     Distance      Geod. Az  |
 EE1975|                                                           dddmmss.s |
 EE1975| CG4912 BRYAN RM 1                           22.805 METERS 00124     |
 EE1975| CG4911 BRYAN AZ MK                                        0075427.3 |
 EE1975| EE1979 TAYLOR USGS 1972                     12.095 METERS 12248     |
 EE1975|---------------------------------------------------------------------|
 EE1975
 EE1975                          SUPERSEDED SURVEY CONTROL
 EE1975
 EE1975  NAD 83(1994)-  34 49 33.91178(N)    085 07 49.93861(W) AD(       ) 1
 EE1975  NAD 83(1986)-  34 49 33.91263(N)    085 07 49.93737(W) AD(       ) 1
 EE1975  NAD 27      -  34 49 33.63357(N)    085 07 50.11625(W) AD(       ) 1
 EE1975  NGVD 29 (07/19/86)  437.1    (m)         1434.     (f) VERT ANG       
 EE1975
 EE1975.Superseded values are not recommended for survey control.
 EE1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1975.See file dsdata.txt to determine how the superseded data were derived.
 EE1975
 EE1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7096255350(NAD 83)
 EE1975_MARKER: DS = TRIANGULATION STATION DISK
 EE1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1975
 EE1975  HISTORY     - Date     Condition        Report By
 EE1975  HISTORY     - 1972     MONUMENTED       NGS
 EE1975
 EE1975                          STATION DESCRIPTION
 EE1975
 EE1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1975'THE STATION IS LOCATED 9 MILES WEST-NORTHWEST OF DALTON, 8-1/2
 EE1975'MILES NORTH-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 95 AND 143,
 EE1975'6-1/2 MILES SOUTH-SOUTHWEST OF RINGGOLD, ON TAYLOR RIDGE,
 EE1975'ON PROPERTY OWNED BY JACK BRYAN OF RINGGOLD.
 EE1975'
 EE1975'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION, ABOUT
 EE1975'5 MILES EAST OF LA FAYETTE, GO NORTH ON HIGHWAY 95 FOR 1.7 MILES
 EE1975'TO ITS JUNCTION WITH STATE HIGHWAY 151.  CONTINUE NORTH ON
 EE1975'HIGHWAY 151 FOR 2.9 MILES TO THE CATOOSA COUNTY LINE.  CONTINUE
 EE1975'NORTH ON HIGHWAY 151 FOR 2.5 MILES TO A ROAD ON THE RIGHT, ABOUT
 EE1975'200 FEET BEFORE REACHING THE WOOD STATION METHODIST CHURCH ON
 EE1975'THE LEFT.  TURN RIGHT AND GO EAST, CROSSING THE RIDGE, ON THE
 EE1975'DIRT ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 EE1975'NORTH ON THE DIRT ROAD FOR 0.9 MILE TO THE HICKORY GROVE
 EE1975'BAPTIST CHURCH ON THE LEFT.  CONTINUE NORTHERLY ON THE
 EE1975'DIRT ROAD FOR 1.3 MILES TO A DIRT ROAD ON THE LEFT.  TURN
 EE1975'LEFT AND GO WEST ON THE DIRT ROAD THROUGH A TIMBER CUT FOR 0.6
 EE1975'MILE TO A FORK.  KEEP LEFT ON THE MAIN ROAD AND GO 0.1 MILE TO
 EE1975'A FORK.  KEEP LEFT ON THE MAIN ROAD AND GO UPHILL FOR 0.45 MILE
 EE1975'TO THE TOP OF GRADE, A SHARP CURVE RIGHT, AND THE AZIMUTH
 EE1975'MARK ON THE RIGHT.  TURN LEFT ON A CLEARED WOODS ROAD AND GO
 EE1975'SOUTHEAST FOR 0.2 MILE TO TOP OF THE RIDGE AND STATION.
 EE1975'
 EE1975'STATION MARKS ARE STANDARD DISKS STAMPED BRYAN 1972.  THE SURFACE
 EE1975'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1975'THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 40.8 FEET NORTHWEST
 EE1975'OF A METAL WITNESS POST, 33 FEET WEST OF A 16-INCH
 EE1975'TRIANGULAR-BLAZED OAK TREE, 14 FEET SOUTHEAST OF A 14-INCH
 EE1975'TRIANGULAR-BLAZED PINE TREE.  THE UNDERGROUND DISK IS SET IN
 EE1975'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 EE1975'BELOW GROUND.
 EE1975'
 EE1975'REFERENCE MARK 1, A STANDARD DISK STAMPED BRYAN NO 1 1972, IS SET
 EE1975'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EE1975'4 INCHES ABOVE GROUND.  IT IS 12 FEET EAST OF A 20-INCH OAK TREE,
 EE1975'21 FEET NORTHWEST OF THE CLEARED ROAD, AND 5 FEET WEST OF A
 EE1975'10-INCH TRIANGULAR-BLAZED OAK TREE.
 EE1975'
 EE1975'TAYLOR IS A GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TAYLOR 1934,
 EE1975'SET IN THE TOP OF A 6 X 12-INCH CONCRETE MONUMENT THAT PROJECTS
 EE1975'5 INCHES ABOVE GROUND.  IT IS 27 FEET SOUTHEAST OF A 16-INCH
 EE1975'TRIANGULAR-BLAZED OAK TREE, 24 FEET SOUTHWEST OF A 18-INCH
 EE1975'TRIANGULAR-BLAZED OAK TREE, AND 1 FOOT WEST OF THE WITNESS POST.
 EE1975'
 EE1975'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRYAN 1972, IS SET IN
 EE1975'THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EE1975'3 INCHES ABOVE GROUND.  IT IS 30 FEET NORTHEAST OF A 24-INCH
 EE1975'TRIANGULAR-BLAZED OAK TREE, 18 FEET NORTHWEST OF THE CENTER OF THE
 EE1975'DIRT ROAD, AND 1.3 FEET EAST OF A METAL WITNESS POST.
 EE1975'
 EE1975'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3186 ***********************************************************************
 BE3186  DESIGNATION -  BRYANT
 BE3186  PID         -  BE3186
 BE3186  STATE/COUNTY-  GA/GRADY
 BE3186  USGS QUAD   -  PINE PARK (1974)
 BE3186
 BE3186                         *CURRENT SURVEY CONTROL
 BE3186  ___________________________________________________________________
 BE3186* NAD 83(1994)-  30 50 59.80179(N)    084 06 10.01346(W)     ADJUSTED  
 BE3186* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BE3186  ___________________________________________________________________
 BE3186  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BE3186  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3186
 BE3186  HORZ ORDER  -  THIRD
 BE3186
 BE3186.The horizontal coordinates were established by classical geodetic methods
 BE3186.and adjusted by the National Geodetic Survey in September 1997..
 BE3186
 BE3186.The orthometric height was scaled from a topographic map.
 BE3186
 BE3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3186
 BE3186.The geoid height was determined by GEOID03.
 BE3186
 BE3186;                    North         East     Units Scale Factor Converg.
 BE3186;SPC GA W     -    94,216.919   706,110.227   MT  0.99990046   +0 01 57.9
 BE3186;SPC GA W     -   309,110.01  2,316,629.97   sFT  0.99990046   +0 01 57.9
 BE3186;UTM  16      - 3,416,566.418   777,074.573   MT  1.00054712   +1 29 11.8
 BE3186
 BE3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3186!SPC GA W     -   0.99999431  x   0.99990046  =   0.99989477
 BE3186!UTM  16      -   0.99999431  x   1.00054712  =   1.00054142
 BE3186
 BE3186:                Primary Azimuth Mark                     Grid Az
 BE3186:SPC GA W     -  METHOD                                   016 43 56.9
 BE3186:UTM  16      -  METHOD                                   015 16 43.0
 BE3186
 BE3186|---------------------------------------------------------------------|
 BE3186| PID    Reference Object                     Distance      Geod. Az  |
 BE3186|                                                           dddmmss.s |
 BE3186| BE3174 METHOD                              APPROX.14.4 KM 0164554.8 |
 BE3186| CW1876 BRYANT RM 3                           6.870 METERS 03518     |
 BE3186| BE3187 7H 19 GAGS 1935                      75.179 METERS 17128     |
 BE3186| CW1873 BRYANT AZ MK                                       1715658.0 |
 BE3186| CW1874 BRYANT RM 1                          33.977 METERS 17314     |
 BE3186| CW1875 BRYANT RM 2                          53.166 METERS 27721     |
 BE3186|---------------------------------------------------------------------|
 BE3186
 BE3186                          SUPERSEDED SURVEY CONTROL
 BE3186
 BE3186  NAD 83(1986)-  30 50 59.80878(N)    084 06 10.01867(W) AD(       ) 3
 BE3186  NAD 27      -  30 50 59.12100(N)    084 06 10.39500(W) AD(       ) 3
 BE3186
 BE3186.Superseded values are not recommended for survey control.
 BE3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3186.See file dsdata.txt to determine how the superseded data were derived.
 BE3186
 BE3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7707516566(NAD 83)
 BE3186_MARKER: DS = TRIANGULATION STATION DISK
 BE3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3186
 BE3186  HISTORY     - Date     Condition        Report By
 BE3186  HISTORY     - 1935     MONUMENTED       CGS
 BE3186  HISTORY     - 1971     MARK NOT FOUND   NGS
 BE3186  HISTORY     - 1980     GOOD             NGS
 BE3186
 BE3186                          STATION DESCRIPTION
 BE3186
 BE3186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BE3186'ABOUT 7 MILES WEST OF THOMASVILLE, ABOUT 70 PACES NORTH-BY-WEST
 BE3186'OF ATLANTIC COAST LINE RAILROAD STATION, ON PROPERTY BELONGING
 BE3186'TO IRVING BRYANT, IN NORTHEAST CORNER OF OPEN LOT, 159 FEET
 BE3186'NORTH OF CENTER LINE OF DIRT ROAD, 76.2 FEET NORTHEAST OF PINE
 BE3186'PARK TRADING COMPANY BRICK BUILDING, 20.3 FEET SOUTH OF EAST-WEST
 BE3186'WIRE FENCE AND 14.6 FEET WEST OF NORTH-SOUTH WIRE FENCE.
 BE3186'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BE3186'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BE3186'DISKS IN CONCRETE.  REFERENCE MARK NO. 1 IS 15
 BE3186'YARDS NORTH OF CENTER LINE OF ROAD, 2 FEET NORTHWEST OF
 BE3186'SOUTHWEST CORNER FENCE POST AND 111.47 FEET SOUTH-SOUTHEAST OF
 BE3186'STATION S 06 DEG 46 MIN E.  NO 2. IS 26 YARDS
 BE3186'NORTHWEST OF NORTHWEST CORNER OF BRICK BUILDING, 8 YARDS
 BE3186'EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 1 FOOT SOUTHEAST
 BE3186'OF SOUTHWEST CORNER FENCE POST AND 174.43 FEET
 BE3186'WEST-NORTHWEST OF STATION N 83 DEG 21 MIN W.
 BE3186'AZIMUTH MARK IS 40 YARDS SOUTHEAST OF HOME AT ARTHUR JOHNSON
 BE3186'(COLORED), 7 YARDS WEST OF CENTER LINE OF NORTH-SOUTH DIRT
 BE3186'ROAD, 5 YARDS NORTH-NORTHEAST OF 22-INCH PINE TREE AND
 BE3186'0.25 MILE SOUTH-SOUTHEAST OF STATION S 08 DEG 03 MIN E.
 BE3186'7H-19 (GA.GEOD.S.) IS 246.651 FEET
 BE3186'SOUTH-SOUTHEAST OF STATION S 08 DEG 32 MIN E.
 BE3186'(SEE DESCRIPTION THEREOF).
 BE3186
 BE3186                          STATION RECOVERY (1971)
 BE3186
 BE3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BE3186'RM 1 RECOVERED IN GOOD CONDITION.  STATION AND RM 2 HAS BEEN
 BE3186'DESTROYED.  NO SEARCH MADE FOR AZIMUTH MARK.
 BE3186
 BE3186                          STATION RECOVERY (1980)
 BE3186
 BE3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BE3186'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 BE3186'GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR USING DIRECTION
 BE3186'FROM REFERENCE MARK 1 AND THE DISTANCE FROM THE STATION.  REFERENCE
 BE3186'MARK 2 WAS NOT FOUND AND IS APPARENTLY DESTROYED.  THE AZIMUTH MARK
 BE3186'WAS DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS ESTABLISHED
 BE3186'AT THIS TIME.  DUE TO CHANGE, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BE3186'
 BE3186'STATION IS LOCATED 7.0 MILES WEST OF THOMASVILLE, 1.3 MILES SOUTH
 BE3186'OF U.S. HIGHWAY 84, AT THE SOUTH EDGE OF THE SMALL SETTLEMENT OF PINE
 BE3186'PARK AND ON PROPERTY OF RALPH BRYANT OF THOMASVILLE.
 BE3186'
 BE3186'TO REACH THE STATION FROM THE COURT HOUSE IN THOMASVILLE, GO WEST ON
 BE3186'U.S. HIGHWAY 84 FOR 7.8 MILES TO PINE PARK ROAD OF LEFT.  TURN LEFT
 BE3186'AND GO SOUTH ON PINE PARK ROAD FOR 1.3 MILES TO THE RAILROAD
 BE3186'CROSSING.  TURN RIGHT BEFORE CROSSING RAILROAD TRACKS AND GO 200.0
 BE3186'FEET TO REFERENCE MARK 1 ON RIGHT AND STATION.
 BE3186'
 BE3186'STATION MARK A STANDARD DISK STAMPED BRYANT 1935, IS SET IN THE TOP
 BE3186'OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2-INCHES ABOVE
 BE3186'THE GROUND SURFACE.  IT IS 224.0 FEET WEST OF THE CENTER OF PINE PARK
 BE3186'ROAD, 212.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN RAILROAD TRACK
 BE3186'OF TWO TRACKS, 157.0 FEET NORTH OF THE CENTER OF A EAST-WEST SURFACED
 BE3186'ROAD, 67.5 FEET NORTHWEST OF THE LARGEST PECAN TREE IN AREA AND 1.2
 BE3186'FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 BE3186'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 3-FEET BELOW THE
 BE3186'GROUND SURFACE.
 BE3186'
 BE3186'REFERENCE MARK 1 A STANDARD DISK STAMPED BRYANT NO 1 1935, IS SET
 BE3186'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 5-INCHES
 BE3186'ABOVE THE GROUND SURFACE.  IT IS 102.0 FEET NORTH OF THE NORTH RAIL
 BE3186'OF THE MAIN TRACK, 47.0 FEET NORTH OF THE CENTER OF THE ROAD, 4.0
 BE3186'FEET EAST OF A METAL WITNESS POST, 3.0 FEET LOWER THAN THE STATION
 BE3186'MARK AND 1.8 FEET SOUTH OF AN 8-INCH PECAN TREE.
 BE3186'
 BE3186'REFERENCE MARK 3 A STANDARD DISK STAMPED BRYANT 1935 NO3 1980, IS
 BE3186'SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BE3186'FLUSH WITH THE GROUND SURFACE.  IT IS ON THE LOT LINE, 11.5 FEET SOUTH
 BE3186'OF A 14-INCH PECAN TREE, 2.0 FEET SOUTH-SOUTHWEST OF A WOODEN FENCE
 BE3186'POST, 212.0 FEET WEST OF THE CENTER OF PINE PARK ROAD, 1.0 FOOT HIGHER
 BE3186'THAN THE STATION AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1575 ***********************************************************************
 CL1575  DESIGNATION -  BUB=B 24
 CL1575  PID         -  CL1575
 CL1575  STATE/COUNTY-  GA/BIBB
 CL1575  USGS QUAD   -  MACON EAST (1985)
 CL1575
 CL1575                         *CURRENT SURVEY CONTROL
 CL1575  ___________________________________________________________________
 CL1575* NAD 83(1994)-  32 49 00.25341(N)    083 34 40.10032(W)     ADJUSTED  
 CL1575* NAVD 88     -        92.433  (meters)     303.26   (feet)  POSTED    
 CL1575  ___________________________________________________________________
 CL1575  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CL1575  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CL1575  DYNAMIC HT  -          92.330 (meters)     302.92  (feet)  COMP
 CL1575  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CL1575
 CL1575  HORZ ORDER  -  FIRST
 CL1575  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1575
 CL1575.The horizontal coordinates were established by classical geodetic methods
 CL1575.and adjusted by the National Geodetic Survey in September 1997..
 CL1575
 CL1575.The orthometric height was determined by differential leveling
 CL1575.and adjusted by the National Geodetic Survey in 1992..
 CL1575.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1575.rate of 1.1 thru 2.0 mm/km.
 CL1575
 CL1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1575
 CL1575.The geoid height was determined by GEOID03.
 CL1575
 CL1575.The dynamic height is computed by dividing the NAVD 88
 CL1575.geopotential number by the normal gravity value computed on the
 CL1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1575.degrees latitude (g = 980.6199 gals.).
 CL1575
 CL1575.The modeled gravity was interpolated from observed gravity values.
 CL1575
 CL1575;                    North         East     Units Scale Factor Converg.
 CL1575;SPC GA W     -   312,432.601   755,139.331   MT  0.99993748   +0 19 08.9
 CL1575;SPC GA W     - 1,025,039.29  2,477,486.29   sFT  0.99993748   +0 19 08.9
 CL1575;UTM  17      - 3,633,914.199   258,661.685   MT  1.00031824   -1 23 51.8
 CL1575
 CL1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1575!SPC GA W     -   0.99998975  x   0.99993748  =   0.99992723
 CL1575!UTM  17      -   0.99998975  x   1.00031824  =   1.00030799
 CL1575
 CL1575:                Primary Azimuth Mark                     Grid Az
 CL1575:SPC GA W     -  PISTON=C 24                              148 45 41.9
 CL1575:UTM  17      -  PISTON=C 24                              150 28 42.6
 CL1575
 CL1575|---------------------------------------------------------------------|
 CL1575| PID    Reference Object                     Distance      Geod. Az  |
 CL1575|                                                           dddmmss.s |
 CL1575| CL1576 PISTON=C 24                         APPROX. 0.5 KM 1490450.8 |
 CL1575| CY7396 BUB RM                                             34616     |
 CL1575| CL0920 DATE=Z 23                           APPROX. 1.0 KM 3532711.4 |
 CL1575|---------------------------------------------------------------------|
 CL1575
 CL1575                          SUPERSEDED SURVEY CONTROL
 CL1575
 CL1575  NAD 83(1986)-  32 49 00.25846(N)    083 34 40.09883(W) AD(       ) 1
 CL1575  NAD 27      -  32 48 59.77400(N)    083 34 40.44600(W) AD(       ) 1
 CL1575
 CL1575.Superseded values are not recommended for survey control.
 CL1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1575.See file dsdata.txt to determine how the superseded data were derived.
 CL1575
 CL1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5866233914(NAD 83)
 CL1575_MARKER: DS = TRIANGULATION STATION DISK
 CL1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1575
 CL1575  HISTORY     - Date     Condition        Report By
 CL1575  HISTORY     - 1918     MONUMENTED       CGS
 CL1575  HISTORY     - 1922     SEE DESCRIPTION  CGS
 CL1575  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1575
 CL1575                          STATION DESCRIPTION
 CL1575
 CL1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWF)
 CL1575'ABOUT 3-7/8 MILES SOUTHEAST OF MACON, ON WEST SIDE OF MACON,
 CL1575'DUBLIN AND SAVANNAH RAILWAY, 75 METERS (246 FEET) EAST OF
 CL1575'MILEPOST M-4, AT INTERSECTION OF NORTH RAIL TANGENTS.
 CL1575'REFERENCE MARK = A-24, PROBABLY NOTE 11A, IS 12.16 METERS
 CL1575'(39.9 FEET) FROM STATION IN GRID AZIMUTH 165 DEG 57 MIN.
 CL1575
 CL1575                          STATION RECOVERY (1922)
 CL1575
 CL1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 CL1575'MARKS WERE REPORTED DESTROYED.
 CL1575
 CL1575                          STATION RECOVERY (1949)
 CL1575
 CL1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1575'THE STATION WAS REPORTED IN 1922 AS DESTROYED AND THIS IS
 CL1575'EVIDENTLY TRUE.  THE ORIGINAL DESCRIPTION STATES THAT THE STATION
 CL1575'IS ABOUT 75 METERS E OF MILEPOST 4 WHEREAS IT EVIDENTLY SHOULD
 CL1575'HAVE STATED ABOUT 75 METERS NW OF MILEPOST 4.
 CL1575'
 CL1575'THE REFERENCE MARK WHICH IS NUMBERED ONLY AS B.M. A 24 WAS ALSO
 CL1575'REPORTED IN 1922 AS DESTROYED AND THIS TOO IS EVIDENTLY TRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0159 ***********************************************************************
 DG0159  DESIGNATION -  BUCHANAN
 DG0159  PID         -  DG0159
 DG0159  STATE/COUNTY-  GA/FULTON
 DG0159  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0159
 DG0159                         *CURRENT SURVEY CONTROL
 DG0159  ___________________________________________________________________
 DG0159* NAD 83(1994)-  33 43 04.74885(N)    084 22 59.79442(W)     ADJUSTED  
 DG0159* NAVD 88     -       314.857  (meters)    1032.99   (feet)  ADJUSTED  
 DG0159  ___________________________________________________________________
 DG0159  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DG0159  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG0159  DYNAMIC HT  -         314.505 (meters)    1031.84  (feet)  COMP
 DG0159  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 DG0159
 DG0159  HORZ ORDER  -  FIRST
 DG0159  VERT ORDER  -  FIRST     CLASS I
 DG0159
 DG0159.The horizontal coordinates were established by classical geodetic methods
 DG0159.and adjusted by the National Geodetic Survey in September 1997..
 DG0159
 DG0159.The orthometric height was determined by differential leveling
 DG0159.and adjusted by the National Geodetic Survey in June 1991..
 DG0159
 DG0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0159
 DG0159.The geoid height was determined by GEOID03.
 DG0159
 DG0159.The dynamic height is computed by dividing the NAVD 88
 DG0159.geopotential number by the normal gravity value computed on the
 DG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0159.degrees latitude (g = 980.6199 gals.).
 DG0159
 DG0159.The modeled gravity was interpolated from observed gravity values.
 DG0159
 DG0159;                    North         East     Units Scale Factor Converg.
 DG0159;SPC GA W     -   412,246.911   679,924.673   MT  0.99990497   -0 07 12.9
 DG0159;SPC GA W     - 1,352,513.41  2,230,719.53   sFT  0.99990497   -0 07 12.9
 DG0159;UTM  16      - 3,733,962.433   742,477.003   MT  1.00032489   +1 27 11.8
 DG0159
 DG0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0159!SPC GA W     -   0.99995520  x   0.99990497  =   0.99986018
 DG0159!UTM  16      -   0.99995520  x   1.00032489  =   1.00028008
 DG0159
 DG0159:                Primary Azimuth Mark                     Grid Az
 DG0159:SPC GA W     -  MILTON                                   102 48 01.8
 DG0159:UTM  16      -  MILTON                                   101 13 37.1
 DG0159
 DG0159|---------------------------------------------------------------------|
 DG0159| PID    Reference Object                     Distance      Geod. Az  |
 DG0159|                                                           dddmmss.s |
 DG0159| DG0158 MILTON                              400.448 METERS 1024048.9 |
 DG0159| DG0160 GRAPE                               248.052 METERS 31014     |
 DG0159|---------------------------------------------------------------------|
 DG0159
 DG0159                          SUPERSEDED SURVEY CONTROL
 DG0159
 DG0159  NAD 83(1986)-  33 43 04.75413(N)    084 22 59.79506(W) AD(       ) 1
 DG0159  NAD 27      -  33 43 04.37200(N)    084 23 00.06100(W) AD(       ) 1
 DG0159  NGVD 29 (??/??/92)  314.774  (m)         1032.72   (f) ADJ UNCH    1 1
 DG0159
 DG0159.Superseded values are not recommended for survey control.
 DG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0159.See file dsdata.txt to determine how the superseded data were derived.
 DG0159
 DG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4247733962(NAD 83)
 DG0159_MARKER: DE = TRAVERSE STATION DISK
 DG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0159_STAMPING: BUCHANAN 1927 1032.721
 DG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0159+STABILITY: SURFACE MOTION
 DG0159
 DG0159  HISTORY     - Date     Condition        Report By
 DG0159  HISTORY     - 1927     MONUMENTED       CGS
 DG0159  HISTORY     - 1952     GOOD             CGS
 DG0159  HISTORY     - 1968     GOOD             CGS
 DG0159  HISTORY     - 1968     GOOD             NGS
 DG0159  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0159
 DG0159                          STATION DESCRIPTION
 DG0159
 DG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0159'TRAVERSE STATION AND BENCH MARK ON THE S SIDE OF MC DONOUGH
 DG0159'BOULEVARD ON MRS. ROWANS PROPERTY, 36.5 FEET S FROM THE CENTER
 DG0159'OF MC DONOUGH BOULEVARD BETWEEN MARTIN STREET AND TURMAN ALLEY,
 DG0159'113.75 FEET S OF CENTER OF MANHOLE IN CENTER OF MC DONOUGH
 DG0159'BOULEVARD WHICH IS ABOUT 50 FEET E OF MARTIN STREET.
 DG0159'
 DG0159'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0159'5 FEET LONG 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG0159'DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0159
 DG0159                          STATION RECOVERY (1952)
 DG0159
 DG0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0159'THE STATION IS ABOUT 2.5 MILES S OF DOWNTOWN FIVE POINTS IN
 DG0159'ATLANTA, ABOUT 150 FEET E OF THE LOCAL SUMMIT OF THE GRADE OF
 DG0159'MC DONOUGH BOULEVARD WHICH SUMMIT IS AT UNPAVED MARTIN AVENUE,
 DG0159'JUST NW OF BUCHANAN ALLEY, ON THE LAWN OF NO. 159 MC DONOUGH
 DG0159'BOULEVARD S.E., 37 FEET S OF THE CENTER LINE OF THE BOULEVARD,
 DG0159'17 FEET NE OF THE NW CORNER OF A DWELLING-ATTACHED BRICK
 DG0159'GARAGE, AND 3 FEET E OF THE PROJECTED PLANE OF THE W WALL OF
 DG0159'SAME.  THE MARK IS A STANDARD DISK SET IN CONCRETE.  IT IS
 DG0159'0.5 FOOT BELOW A CAST-IRON COVER THAT IS FLUSH WITH THE
 DG0159'GROUND AND 2.3 FEET HIGHER THAN THE NEAREST POINT OF THE
 DG0159'BOULEVARD CENTER LINE, AND THE DISK IS STAMPED BUCHANAN
 DG0159'1927 1032.721.
 DG0159
 DG0159                          STATION RECOVERY (1968)
 DG0159
 DG0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RG)
 DG0159'AT ATLANTA, ABOUT 0.6 MILE WEST ALONG MC DONOUGH BOULEVARD
 DG0159'SOUTHEAST FROM THE JUNCTION OF SAWTELL AVENUE SOUTHEAST, AT THE
 DG0159'JUNCTION OF BUCHANAN LANE SOUTHEAST, 99 FEET NORTH OF THE CENTER
 DG0159'LINE OF THE LANE, 19.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 DG0159'THE BOULEVARD, 17.5 FEET EAST OF THE EAST CORNER OF THE HOUSE AT
 DG0159'159 MC DONOUGH BOULEVARD SOUTHEAST.  3-1/2 FEET SOUTHEAST OF THE
 DG0159'EXTENDED LINE OF THE NORTHWEST END OF THE HOUSE, SET IN THE TOP
 DG0159'OF A CONCRETE POST 10-INCHES BELOW THE SURFACE OF THE GROUND,
 DG0159'ACCESS TO WHICH IS HAD THROUGH A 12-INCH CAST-IRON COVER
 DG0159'MARKED USC AND GS WHICH IS 2-INCHES BELOW THE SURFACE OF THE
 DG0159'GROUND.
 DG0159
 DG0159                          STATION RECOVERY (1968)
 DG0159
 DG0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0159'AT ATLANTA.
 DG0159'AT ATLANTA, ABOUT 0.6 MILE WEST ALONG MC DONOUGH BOULEVARD
 DG0159'SOUTHEAST FROM THE JUNCTION OF SAWTELL AVENUE SOUTHEAST, AT THE
 DG0159'JUNCTION OF BUCHANAN LANE SOUTHEAST, 99 FEET NORTH OF THE CENTER
 DG0159'LINE OF THE LANE, 19.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE
 DG0159'BOULEVARD, 17.5 FEET EAST OF THE EAST CORNER OF THE HOUSE AT
 DG0159'159 MC DONOUGH BOULEVARD SOUTHEAST, 3 1/2 FEET SOUTHEAST OF THE
 DG0159'EXTENDED LINE OF THE NORTHWEST END OF THE HOUSE, SET IN THE
 DG0159'TOP OF A CONCRETE POST 10-INCHES BELOW THE SURFACE OF THE GROUND,
 DG0159'ACCESS TO WHICH IS HAD THROUGH A 12-INCH CAST-IRON COVER MARKED
 DG0159'USC AND GS WHICH IS 2-INCHES BELOW THE SURFACE OF THE GROUND.
 DG0159
 DG0159                          STATION RECOVERY (1990)
 DG0159
 DG0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0159'NOT FOUND, PROBABLY DESTROYED. ROADS WIDENED. NO CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2372 ***********************************************************************
 BC2372  DESIGNATION -  BUCHANAN
 BC2372  PID         -  BC2372
 BC2372  STATE/COUNTY-  GA/CAMDEN
 BC2372  USGS QUAD   -  JERUSALEM (1993)
 BC2372
 BC2372                         *CURRENT SURVEY CONTROL
 BC2372  ___________________________________________________________________
 BC2372* NAD 83(1994)-  30 56 22.59420(N)    081 48 41.32776(W)     ADJUSTED  
 BC2372* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2372  ___________________________________________________________________
 BC2372  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BC2372  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BC2372
 BC2372  HORZ ORDER  -  FIRST
 BC2372
 BC2372.The horizontal coordinates were established by classical geodetic methods
 BC2372.and adjusted by the National Geodetic Survey in September 1997..
 BC2372
 BC2372.The orthometric height was scaled from a topographic map.
 BC2372
 BC2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2372
 BC2372.The geoid height was determined by GEOID03.
 BC2372
 BC2372;                    North         East     Units Scale Factor Converg.
 BC2372;SPC GA E     -   104,209.165   233,939.914   MT  0.99991420   +0 10 57.4
 BC2372;SPC GA E     -   341,892.90    767,517.87   sFT  0.99991420   +0 10 57.4
 BC2372;UTM  17      - 3,423,191.426   422,481.199   MT  0.99967412   -0 25 02.0
 BC2372
 BC2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2372!SPC GA E     -   1.00000451  x   0.99991420  =   0.99991871
 BC2372!UTM  17      -   1.00000451  x   0.99967412  =   0.99967863
 BC2372
 BC2372|---------------------------------------------------------------------|
 BC2372| PID    Reference Object                     Distance      Geod. Az  |
 BC2372|                                                           dddmmss.s |
 BC2372| CW4702 BUCHANAN RM 1                        42.200 METERS 04827     |
 BC2372| CW4701 BUCHANAN AZ MK                                     0864847.3 |
 BC2372| CW4703 BUCHANAN RM 2                        40.161 METERS 30858     |
 BC2372|---------------------------------------------------------------------|
 BC2372
 BC2372                          SUPERSEDED SURVEY CONTROL
 BC2372
 BC2372  NAD 83(1994)-  30 56 22.60501(N)    081 48 41.32962(W) AD(       ) 1
 BC2372  NAD 83(1986)-  30 56 22.60792(N)    081 48 41.33275(W) AD(       ) 1
 BC2372  NAD 27      -  30 56 21.77300(N)    081 48 41.94100(W) AD(       ) 1
 BC2372
 BC2372.Superseded values are not recommended for survey control.
 BC2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2372.See file dsdata.txt to determine how the superseded data were derived.
 BC2372
 BC2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ2248123191(NAD 83)
 BC2372_MARKER: DS = TRIANGULATION STATION DISK
 BC2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BC2372
 BC2372  HISTORY     - Date     Condition        Report By
 BC2372  HISTORY     - 1935     MONUMENTED       CGS
 BC2372  HISTORY     - 1954     GOOD             CGS
 BC2372  HISTORY     - 1959     GOOD             CGS
 BC2372  HISTORY     - 1967     GOOD             LOCSUR
 BC2372
 BC2372                          STATION DESCRIPTION
 BC2372
 BC2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2372'ABOUT 5.4 MILES WEST-SOUTHWEST OF WOODBINE, ON SATILLA RIVER, AT
 BC2372'CLARKS BLUFF, ON PROPERTY BELONGING TO W.C. BUCHANAN, 16 PACES
 BC2372'EAST OF 30-INCH PINE TREE, 12 PACES SOUTH OF CENTER LINE OF ROAD AND
 BC2372'6 PACES NORTH OF RIVER BANK.  TO REACH FROM U.S. HIGHWAY 1 AT
 BC2372'FOLKSTON, TURN EAST BETWEEN COURTHOUSE AND SCHOOL ON STATE HIGHWAY
 BC2372'40.  GO ON STATE HIGHWAY 40 FOR 7.7 MILES TO INTERSECTION WITH
 BC2372'STATE HIGHWAY 110.  CONTINUE ON STATE HIGHWAY 110 FOR 9.8 MILES TO
 BC2372'T-ROAD WHERE STATE HIGHWAY TURNS EAST.  CONTINUE ON SECONDARY ROAD
 BC2372'1.2 MILES TO BEACH AND BUCHANAN MAIL BOX.  TURN LEFT AND GO 1.1 MILES
 BC2372'TO STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 BC2372'CONCRETE.  UPPER MARK PROJECTS 8 INCHES.  REFERENCE
 BC2372'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 BC2372'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 21 PACES NORTH OF CENTER
 BC2372'LINE OF ROAD, 11 PACES WEST-NORTHWEST OF NORTHWEST CORNER OF HOUSE,
 BC2372'AND 138.45 FEET EAST-NORTHEAST OF STATION N 48 DEG 27 MIN E.
 BC2372'NO. 2 PROJECTS 6 INCHES, IS 9 PACES NORTH OF CENTER LINE OF ROAD,
 BC2372'5 PACES EAST OF 24-INCH OAK AND 131.76 FEET NORTHWEST OF STATION
 BC2372'N 51 DEG 02 MIN W.  AZIMUTH MARK PROJECTS 8 INCHES, IS 5 PACES
 BC2372'NORTH OF CENTER LINE OF ROAD AND 0.35 MILE EAST OF STATION N 86 DEG
 BC2372'49 MIN E.
 BC2372
 BC2372                          STATION RECOVERY (1954)
 BC2372
 BC2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2372'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 BC2372'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 BC2372'WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED
 BC2372'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2372'
 BC2372'THE STATION IS LOCATED ON THE N BANK OF THE SATILLA RIVER, AT CLARKS
 BC2372'BLUFF, ON THE PROPERTY OF F.G. BUCHANAN, IN THE YARD OF THE BUCHANAN
 BC2372'RESIDENCE, 290.0 FT. E-SE OF THE SE CORNER OF THE HOUSE, 68.0 FT. N
 BC2372'OF THE MEAN HIGH-WATERLINE, 37.0 FT. S OF THE CENTER OF THE ROAD, AND
 BC2372'15.2 FT. S-SW OF A 12-IN. PINE TREE.  THE MARK IS A STANDARD DISK,
 BC2372'STAMPED BUCHANAN 1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT
 BC2372'WHICH PROJECTS 3 IN.
 BC2372'
 BC2372'REFERENCE MARK 1 IS NE OF THE STATION, 140.8 FT. W-NW OF A CATTLE
 BC2372'GUARD, 56.9 FT. N OF THE CENTER OF THE ROAD, AND 7.4 FT. SE OF A
 BC2372'24-IN. PINE TREE.  THE MARK IS A REFERENCE-MARK DISK, STAMPED
 BC2372'BUCHANAN NO 1 1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT WHICH
 BC2372'PROJECTS 4 IN.
 BC2372'
 BC2372'REFERENCE MARK 2 IS NW OF THE STATION, 158.5 FT. E OF THE SE CORNER
 BC2372'OF THE HOUSE, 27.0 FT. N OF THE CENTER OF THE ROAD, AND 15.6 FT. SE
 BC2372'OF AN 18-IN. PINE TREE.  THE MARK IS A REFERENCE-MARK DISK, STAMPED
 BC2372'BUCHANAN NO 2 1935 AND SET IN A 12-IN ROUND CONCRETE MONUMENT
 BC2372'PROJECTING 4 IN.
 BC2372'
 BC2372'THE AZIMUTH MARK IS 1914.5 FT. E OF THE STATION, NEAR THE P.I. OF
 BC2372'THE CURVE, 18.0 FT. NW OF THE CENTER OF THE ROAD, 8.5 FT. SE OF A
 BC2372'14-IN. PINE TREE, AND 4.0 FT. W OF A 14-IN. PINE TREE.  THE MARK IS
 BC2372'A REFERENCE-MARK DISK, STAMPED BUCHANAN AZ 1935 AND SET IN A 12-IN.
 BC2372'ROUND CONCRETE MONUMENT WHICH PROJECTS 10 IN.
 BC2372
 BC2372                          STATION RECOVERY (1959)
 BC2372
 BC2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 BC2372'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WAS RECOVERED IN
 BC2372'GOOD CONDITION.
 BC2372'
 BC2372'REFERENCE NO. 1 WAS NOT SEARCHED FOR.
 BC2372
 BC2372                          STATION RECOVERY (1967)
 BC2372
 BC2372'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (HJB)
 BC2372'RECOVERED BY RAYONIER INC FERNANDINA BEACH FLA
 BC2372'
 BC2372'STATION WAS SEARCHED FOR AND FOUND IN EXCELLENT CONDITION. CREOSOTED
 BC2372'POST WAS PLACED ALONGSIDE STATION.
 BC2372'
 BC2372'R.M. 1 WAS FOUND WITH TOP COUPLE OF INCHES BROKEN OFF.  PLACED POST
 BC2372'ALONGSIDE MARK.  COLLECTED THE BRASS CAP OF R.M. 1, FOUND WITHIN A
 BC2372'FEW FEET OF THE MARK.
 BC2372'
 BC2372'R.M. 2 WAS FOUND IN EXCELLENT CONDITION.
 BC2372'
 BC2372'AZIMUTH MARK WAS FOUND JARRED, 1/2 IN PLUS OR MINUS IN DIRECTION OF
 BC2372'STATION.  PLACED POST ALONGSIDE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3358 ***********************************************************************
 DG3358  DESIGNATION -  BUCHANAN ATT MICROWAVE
 DG3358  PID         -  DG3358
 DG3358  STATE/COUNTY-  GA/HARALSON
 DG3358  USGS QUAD   -  DRAKETOWN (1982)
 DG3358
 DG3358                         *CURRENT SURVEY CONTROL
 DG3358  ___________________________________________________________________
 DG3358* NAD 83(1994)-  33 49 59.50118(N)    085 07 01.69394(W)     ADJUSTED  
 DG3358* NAVD 88     -                                                        
 DG3358  ___________________________________________________________________
 DG3358  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DG3358  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3358
 DG3358  HORZ ORDER  -  THIRD
 DG3358
 DG3358.The horizontal coordinates were established by classical geodetic methods
 DG3358.and adjusted by the National Geodetic Survey in September 1997..
 DG3358
 DG3358
 DG3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3358
 DG3358.The geoid height was determined by GEOID03.
 DG3358
 DG3358;                    North         East     Units Scale Factor Converg.
 DG3358;SPC GA W     -   425,409.651   612,026.972   MT  0.99999538   -0 31 45.2
 DG3358;SPC GA W     - 1,395,698.16  2,007,958.49   sFT  0.99999538   -0 31 45.2
 DG3358;UTM  16      - 3,745,255.469   674,229.443   MT  0.99997423   +1 02 55.0
 DG3358
 DG3358                          SUPERSEDED SURVEY CONTROL
 DG3358
 DG3358  NAD 83(1994)-  33 49 59.50403(N)    085 07 01.69507(W) AD(       ) 4
 DG3358  NAD 83(1986)-  33 49 59.50597(N)    085 07 01.69191(W) AD(       ) 4
 DG3358  NAD 27      -  33 49 59.12816(N)    085 07 01.87973(W) AD(       ) 3
 DG3358
 DG3358.Superseded values are not recommended for survey control.
 DG3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3358.See file dsdata.txt to determine how the superseded data were derived.
 DG3358
 DG3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7422945255(NAD 83)
 DG3358_MARKER: 44 = MICROWAVE MAST
 DG3358
 DG3358  HISTORY     - Date     Condition        Report By
 DG3358  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3358
 DG3358                          STATION DESCRIPTION
 DG3358
 DG3358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3358'THE STATION IS THE LIGHT AT THE TOP, BUT NOT CENTER, OF A
 DG3358'TRUSS-WORK STEEL, GUYED MAST.  THE MAST HAS FOUR LARGE FAN
 DG3358'SHAPED ANTENNAS ATTACHED AT THE TOP AND IS PAINTED ALTERNATELY
 DG3358'RED AND WHITE.  IT IS 231 FEET HIGH AND IS OWNED BY THE AMERICAN
 DG3358'TELEPHONE AND TELEGRAPH COMPANY.
 DG3358'
 DG3358'THE MAST IS LOCATED ABOUT 4.8 MILES NORTHEAST OF BUCHANAN, 1.2
 DG3358'MILES NORTH OF STATE HWY. 120, 280 FEET WEST-SOUTHWEST OF THE CENTER
 DG3358'OF A PAVED ROAD AND 25 FEET WEST-SOUTHWEST OF A BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3359 ***********************************************************************
 DG3359  DESIGNATION -  BUCHANAN MUN STANDPIPE
 DG3359  PID         -  DG3359
 DG3359  STATE/COUNTY-  GA/HARALSON
 DG3359  USGS QUAD   -  BUCHANAN (1973)
 DG3359
 DG3359                         *CURRENT SURVEY CONTROL
 DG3359  ___________________________________________________________________
 DG3359* NAD 83(1994)-  33 47 56.12587(N)    085 11 19.12579(W)     ADJUSTED  
 DG3359* NAVD 88     -                                                        
 DG3359  ___________________________________________________________________
 DG3359  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DG3359  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG3359
 DG3359  HORZ ORDER  -  THIRD
 DG3359
 DG3359.The horizontal coordinates were established by classical geodetic methods
 DG3359.and adjusted by the National Geodetic Survey in September 1997..
 DG3359
 DG3359
 DG3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3359
 DG3359.The geoid height was determined by GEOID03.
 DG3359
 DG3359;                    North         East     Units Scale Factor Converg.
 DG3359;SPC GA W     -   421,671.941   605,370.307   MT  1.00001036   -0 34 06.8
 DG3359;SPC GA W     - 1,383,435.36  1,986,119.08   sFT  1.00001036   -0 34 06.8
 DG3359;UTM  16      - 3,741,336.134   667,678.448   MT  0.99994662   +1 00 28.3
 DG3359
 DG3359                          SUPERSEDED SURVEY CONTROL
 DG3359
 DG3359  NAD 83(1994)-  33 47 56.12814(N)    085 11 19.12737(W) AD(       ) 4
 DG3359  NAD 83(1986)-  33 47 56.13052(N)    085 11 19.12305(W) AD(       ) 4
 DG3359  NAD 27      -  33 47 55.75272(N)    085 11 19.29986(W) AD(       ) 3
 DG3359
 DG3359.Superseded values are not recommended for survey control.
 DG3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3359.See file dsdata.txt to determine how the superseded data were derived.
 DG3359
 DG3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6767841336(NAD 83)
 DG3359_MARKER: 52 = STANDPIPE TANK
 DG3359
 DG3359  HISTORY     - Date     Condition        Report By
 DG3359  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3359
 DG3359                          STATION DESCRIPTION
 DG3359
 DG3359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3359'THE STATION IS THE APEX OF VENT ON TOP AND CENTER OF A CYLINDRICAL,
 DG3359'STEEL, STANDPIPE THAT IS PAINTED SILVER.  IT IS 97.3 FEET HIGH
 DG3359'AND 18.9 FEET IN DIAMETER.
 DG3359'
 DG3359'THE STANDPIPE IS LOCATED 0.3 MILE SOUTH OF THE CENTER OF
 DG3359'BUCHANAN, 0.1 MILE EAST OF U.S. HWY. 27, 141 FEET NORTH OF THE
 DG3359'CENTER OF A PAVED ROAD AND 83 FEET EAST OF THE NORTHEAST CORNER
 DG3359'OF THE HARALSON COUNTY BOARD OF EDUCATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3367 ***********************************************************************
 DG3367  DESIGNATION -  BUCHANAN SEWELL MFG CO TANK
 DG3367  PID         -  DG3367
 DG3367  STATE/COUNTY-  GA/HARALSON
 DG3367  USGS QUAD   -  BUCHANAN (1973)
 DG3367
 DG3367                         *CURRENT SURVEY CONTROL
 DG3367  ___________________________________________________________________
 DG3367* NAD 83(1994)-  33 47 45.36180(N)    085 10 52.39983(W)     ADJUSTED  
 DG3367* NAVD 88     -                                                        
 DG3367  ___________________________________________________________________
 DG3367  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DG3367  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3367
 DG3367  HORZ ORDER  -  THIRD
 DG3367
 DG3367.The horizontal coordinates were established by classical geodetic methods
 DG3367.and adjusted by the National Geodetic Survey in September 1997..
 DG3367
 DG3367
 DG3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3367
 DG3367.The geoid height was determined by GEOID03.
 DG3367
 DG3367;                    North         East     Units Scale Factor Converg.
 DG3367;SPC GA W     -   421,333.508   606,054.478   MT  1.00000877   -0 33 51.7
 DG3367;SPC GA W     - 1,382,325.02  1,988,363.73   sFT  1.00000877   -0 33 51.7
 DG3367;UTM  16      - 3,741,016.669   668,371.627   MT  0.99994949   +1 00 42.9
 DG3367
 DG3367                          SUPERSEDED SURVEY CONTROL
 DG3367
 DG3367  NAD 83(1994)-  33 47 45.36408(N)    085 10 52.40140(W) AD(       ) 4
 DG3367  NAD 83(1986)-  33 47 45.36643(N)    085 10 52.39707(W) AD(       ) 4
 DG3367  NAD 27      -  33 47 44.98808(N)    085 10 52.57367(W) AD(       ) 3
 DG3367
 DG3367.Superseded values are not recommended for survey control.
 DG3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3367.See file dsdata.txt to determine how the superseded data were derived.
 DG3367
 DG3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6837241017(NAD 83)
 DG3367_MARKER: 53 = ELEVATED TANK
 DG3367
 DG3367  HISTORY     - Date     Condition        Report By
 DG3367  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3367
 DG3367                          STATION DESCRIPTION
 DG3367
 DG3367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3367'THE STATION IS THE APEX OF THE VENT AT THE TOP AND CENTER OF A
 DG3367'WATER TANK, THAT HAS CYLINDRICAL SIDES AND DOME SHAPE TOP AND
 DG3367'BOTTOM.  THE TANK IS SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS
 DG3367'PAINTED SILVER.  IT IS 100 FEET HIGH AND IS OWNED BY THE CITY OF
 DG3367'BUCHANAN AND SHARED WITH THE RAY SEWELL COMPANY.
 DG3367'
 DG3367'THE WATER TANK IS LOCATED 0.7 MILE SOUTHEAST OF THE CENTER OF
 DG3367'BUCHANAN, 0.15 MILE EAST OF CARROLLTON STREET AND 0.1 MILE EAST
 DG3367'OF THE RAY SEWELL PLANT NO. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1281 ***********************************************************************
 CL1281  DESIGNATION -  BUCK
 CL1281  PID         -  CL1281
 CL1281  STATE/COUNTY-  GA/PEACH
 CL1281  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1281
 CL1281                         *CURRENT SURVEY CONTROL
 CL1281  ___________________________________________________________________
 CL1281* NAD 83(1994)-  32 32 50.33515(N)    083 57 43.74298(W)     ADJUSTED  
 CL1281* NAVD 88     -       145.45   (+/-2cm)     477.2    (feet)  VERTCON   
 CL1281  ___________________________________________________________________
 CL1281  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CL1281  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CL1281
 CL1281  HORZ ORDER  -  FIRST
 CL1281  VERT ORDER  -  THIRD ? (See Below)
 CL1281
 CL1281.The horizontal coordinates were established by classical geodetic methods
 CL1281.and adjusted by the National Geodetic Survey in September 1997..
 CL1281
 CL1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1281.The vertical order pertains to the NGVD 29 superseded value.
 CL1281
 CL1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1281
 CL1281.The geoid height was determined by GEOID03.
 CL1281
 CL1281;                    North         East     Units Scale Factor Converg.
 CL1281;SPC GA W     -   282,421.915   719,207.763   MT  0.99990455   +0 06 36.1
 CL1281;SPC GA W     -   926,579.23  2,359,600.80   sFT  0.99990455   +0 06 36.1
 CL1281;UTM  17      - 3,604,974.697   221,831.224   MT  1.00055427   -1 35 40.7
 CL1281;UTM  16      - 3,605,175.207   785,280.224   MT  1.00060370   +1 38 07.6
 CL1281
 CL1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1281!SPC GA W     -   0.99998130  x   0.99990455  =   0.99988585
 CL1281!UTM  17      -   0.99998130  x   1.00055427  =   1.00053556
 CL1281!UTM  16      -   0.99998130  x   1.00060370  =   1.00058499
 CL1281
 CL1281:                Primary Azimuth Mark                     Grid Az
 CL1281:SPC GA W     -  MANN                                     123 47 42.8
 CL1281:UTM  17      -  MANN                                     125 29 59.6
 CL1281:UTM  16      -  MANN                                     122 16 11.3
 CL1281
 CL1281|---------------------------------------------------------------------|
 CL1281| PID    Reference Object                     Distance      Geod. Az  |
 CL1281|                                                           dddmmss.s |
 CL1281| CL1076 MANN                                APPROX. 0.7 KM 1235418.9 |
 CL1281| CY7397 BUCK RM                                            20200     |
 CL1281| CL2721 SPERO                               219.244 METERS 28248     |
 CL1281|---------------------------------------------------------------------|
 CL1281
 CL1281                          SUPERSEDED SURVEY CONTROL
 CL1281
 CL1281  NAD 83(1986)-  32 32 50.34381(N)    083 57 43.74315(W) AD(       ) 1
 CL1281  NAD 27      -  32 32 49.80800(N)    083 57 44.06900(W) AD(       ) 1
 CL1281  NGVD 29 (07/19/86)  145.55   (m)          477.5    (f) LEVELING    3  
 CL1281
 CL1281.Superseded values are not recommended for survey control.
 CL1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1281.See file dsdata.txt to determine how the superseded data were derived.
 CL1281
 CL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2183104975(NAD 83)
 CL1281_MARKER: Z = SEE DESCRIPTION
 CL1281_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CL1281
 CL1281  HISTORY     - Date     Condition        Report By
 CL1281  HISTORY     - 1917     MONUMENTED       CGS
 CL1281  HISTORY     - 1935     GOOD             CGS
 CL1281  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1281  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1281
 CL1281                          STATION DESCRIPTION
 CL1281
 CL1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CL1281'ABOUT 5 MILES WEST OF FORT VALLEY, ON THE CENTRAL OF GEORGIA
 CL1281'RAILWAY, 2 RAILS WEST OF MACON-COLUMBUS HIGHWAY, 12 RAILS
 CL1281'WEST OF MILVALE SWITCH, 3.43 METERS (11.3 FEET) TO THE RIGHT
 CL1281'OF RAIL, ON EASTWARD TANGENT OF SOUTH RAIL.  SURFACE MARK
 CL1281'IS NAIL OR BOLT IN CONCRETE MOUND.
 CL1281'REFERENCE MARK IS NAIL OR BOLT SET IN CONCRETE
 CL1281'MOUND, 10.65 METERS (34.9 FEET) FROM STATION IN GRID AZIMUTH
 CL1281'21 DEG 52 MIN.
 CL1281
 CL1281                          STATION RECOVERY (1954)
 CL1281
 CL1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1281'AFTER AN EXTENSIVE SEARCH AND DIGGING AT THE DISTANCES GIVEN
 CL1281'IN THE ORIGINAL DESCRIPTION, THE MARK WAS NOT FOUND.  THE
 CL1281'MARK HAS BEEN DESTROYED.  THE REFERENCE MARK WAS NOT FOUND
 CL1281'AT THE DISTANCE AND DIRECTION GIVEN IN THE ORIGINAL DESCRIPTION.
 CL1281'
 CL1281'THIS IS A TRAVERSE STATION.
 CL1281
 CL1281                          STATION RECOVERY (1955)
 CL1281
 CL1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CMN)
 CL1281'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1083 ***********************************************************************
 BR1083  DESIGNATION -  BUCK HEAD 2
 BR1083  PID         -  BR1083
 BR1083  STATE/COUNTY-  GA/CHATHAM
 BR1083  USGS QUAD   -  OAK LEVEL (1979)
 BR1083
 BR1083                         *CURRENT SURVEY CONTROL
 BR1083  ___________________________________________________________________
 BR1083* NAD 83(1994)-  31 47 04.74933(N)    081 08 22.98501(W)     ADJUSTED  
 BR1083* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1083  ___________________________________________________________________
 BR1083  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BR1083  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 BR1083
 BR1083  HORZ ORDER  -  THIRD
 BR1083
 BR1083.The horizontal coordinates were established by classical geodetic methods
 BR1083.and adjusted by the National Geodetic Survey in September 1997..
 BR1083
 BR1083.The orthometric height was scaled from a topographic map.
 BR1083
 BR1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1083
 BR1083.The geoid height was determined by GEOID03.
 BR1083
 BR1083;                    North         East     Units Scale Factor Converg.
 BR1083;SPC GA E     -   198,299.601   297,258.330   MT  1.00001662   +0 32 27.5
 BR1083;SPC GA E     -   650,587.94    975,255.04   sFT  1.00001662   +0 32 27.5
 BR1083;UTM  17      - 3,516,574.958   486,772.125   MT  0.99960216   -0 04 24.9
 BR1083
 BR1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1083!SPC GA E     -   1.00000476  x   1.00001662  =   1.00002138
 BR1083!UTM  17      -   1.00000476  x   0.99960216  =   0.99960691
 BR1083
 BR1083|---------------------------------------------------------------------|
 BR1083| PID    Reference Object                     Distance      Geod. Az  |
 BR1083|                                                           dddmmss.s |
 BR1083| BR1688 BUCK HEAD 2 RM 1                     27.200 METERS 09224     |
 BR1083| BR1691 NAIL IN OAK 2                         4.723 METERS 12352     |
 BR1083| BR1689 BUCK HEAD 2 RM 2                     27.152 METERS 12855     |
 BR1083| BR1146 BEAR RIVER BEACON 2                 APPROX. 5.4 KM 1991826.1 |
 BR1083| BR1072 BEAR RIVER BEACON 5                 APPROX. 3.4 KM 2395735.3 |
 BR1083| BR1073 AVIATION BEACON 9                   APPROX. 8.6 KM 2563748.5 |
 BR1083| BR1080 BEAR RIVER BEACON 3                 APPROX. 3.3 KM 2804126.4 |
 BR1083| BR1078 EAST ROUND TARGET REAR RANGE        APPROX. 4.1 KM 3323832.7 |
 BR1083| BR1690 NAIL IN OAK 1                        15.225 METERS 35715     |
 BR1083|---------------------------------------------------------------------|
 BR1083
 BR1083                          SUPERSEDED SURVEY CONTROL
 BR1083
 BR1083  NAD 83(1986)-  31 47 04.76738(N)    081 08 22.99525(W) AD(       ) 3
 BR1083  NAD 27      -  31 47 03.97800(N)    081 08 23.64000(W) AD(       ) 3
 BR1083
 BR1083.Superseded values are not recommended for survey control.
 BR1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1083.See file dsdata.txt to determine how the superseded data were derived.
 BR1083
 BR1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8677216575(NAD 83)
 BR1083_MARKER: DS = TRIANGULATION STATION DISK
 BR1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1083
 BR1083  HISTORY     - Date     Condition        Report By
 BR1083  HISTORY     - 1933     MONUMENTED       CGS
 BR1083  HISTORY     - 1934     GOOD             CGS
 BR1083  HISTORY     - 1974     MARK NOT FOUND   NGS
 BR1083
 BR1083                          STATION DESCRIPTION
 BR1083
 BR1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1083'ON OSSABAW ISLAND ON THE S SIDE OF BIG TOM CREEK ABOUT 3-3/4 MI.
 BR1083'FROM BEAR RIVER (ALONG THE CREEK) ON A SMALL THICKLY WOODED
 BR1083'HUMMOCK.  STATION IS 8 M. S OF THE ABRUPT S BANK OF THE CREEK AND
 BR1083'ON THE TIMBER LINE AT THE W END OF THE HUMMOCK.  THE STATION
 BR1083'MARK IS A STANDARD DISC, STAMPED BUCK HEAD 2, 1933, IN A 12 IN
 BR1083'X 12 IN BLOCK OF CONCRETE, 1 FT ABOVE THE GROUND.
 BR1083'
 BR1083'R.M. NO. 1, A STANDARD DISC, STAMPED BUCK HEAD 2 NO. 1, 1933, IN A
 BR1083'12 IN X 12 IN BLOCK OF CONCRETE, 1 FT ABOVE THE GROUND, IS ON THE
 BR1083'HUMMOCK 8 M. S OF THE S BANK OF THE CREEK.
 BR1083'
 BR1083'R.M. NO. 2, A STANDARD DISC, STAMPED BUCK HEAD 2, NO. 2, 1933, IN
 BR1083'A 12 IN X 12 IN BLOCK OF CONCRETE, 1 FT ABOVE THE GROUND, IS ON
 BR1083'THE HUMMOCK 8 M. E OF THE MARSH LINE ALONG THE W END OF THE
 BR1083'HUMMOCK.
 BR1083'
 BR1083'THE STATION MAY BE REACHED BY GOING ALL THE WAY AROUND THE CREEK
 BR1083'TO THE HUMMOCK OR IT MAY BE REACHED BY GOING ASHORE AT THE BIGHT
 BR1083'WHERE THE CREEK TURNS NW (SECOND PROMINENT BIGHT FROM BEAR RIVER)
 BR1083'AND WALKING ALONG THE MARSH TO THE HUMMOCK.
 BR1083
 BR1083                          STATION RECOVERY (1934)
 BR1083
 BR1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1083'RECOVERED AS DESCRIBED.
 BR1083
 BR1083                          STATION RECOVERY (1974)
 BR1083
 BR1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1083'REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 BR1083'STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED TO BE
 BR1083'WASHED OUT.  DISTANCES WERE MEASURED FROM THE REFERENCE MARKS TO
 BR1083'THE STATION SITE.  THESE DISTANCES NOW PLACE THE STATION IN THE
 BR1083'WATER.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2777 ***********************************************************************
 DG2777  DESIGNATION -  BUCKHEAD
 DG2777  PID         -  DG2777
 DG2777  STATE/COUNTY-  GA/FULTON
 DG2777  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2777
 DG2777                         *CURRENT SURVEY CONTROL
 DG2777  ___________________________________________________________________
 DG2777* NAD 83(1994)-  33 50 08.30092(N)    084 22 33.08600(W)     ADJUSTED  
 DG2777* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 DG2777  ___________________________________________________________________
 DG2777  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DG2777  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2777
 DG2777  HORZ ORDER  -  FIRST
 DG2777
 DG2777.The horizontal coordinates were established by classical geodetic methods
 DG2777.and adjusted by the National Geodetic Survey in September 1997..
 DG2777
 DG2777.The orthometric height was scaled from a topographic map.
 DG2777
 DG2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2777
 DG2777.The geoid height was determined by GEOID03.
 DG2777
 DG2777;                    North         East     Units Scale Factor Converg.
 DG2777;SPC GA W     -   425,294.138   680,638.753   MT  0.99990462   -0 06 59.3
 DG2777;SPC GA W     - 1,395,319.18  2,233,062.31   sFT  0.99990462   -0 06 59.3
 DG2777;UTM  16      - 3,747,029.865   742,832.141   MT  1.00032700   +1 27 42.7
 DG2777
 DG2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2777!SPC GA W     -   0.99995706  x   0.99990462  =   0.99986169
 DG2777!UTM  16      -   0.99995706  x   1.00032700  =   1.00028405
 DG2777
 DG2777:                Primary Azimuth Mark                     Grid Az
 DG2777:SPC GA W     -  COX                                      119 17 24.1
 DG2777:UTM  16      -  COX                                      117 42 42.1
 DG2777
 DG2777|---------------------------------------------------------------------|
 DG2777| PID    Reference Object                     Distance      Geod. Az  |
 DG2777|                                                           dddmmss.s |
 DG2777| DG2731 COX                                 APPROX. 4.6 KM 1191024.8 |
 DG2777| CZ2881 BUCKHEAD RM 1                        15.850 METERS 14126     |
 DG2777| CZ2882 BUCKHEAD RM 2                        14.205 METERS 21417     |
 DG2777|---------------------------------------------------------------------|
 DG2777
 DG2777                          SUPERSEDED SURVEY CONTROL
 DG2777
 DG2777  NAD 83(1986)-  33 50 08.30656(N)    084 22 33.08603(W) AD(       ) 1
 DG2777  NAD 27      -  33 50 07.93300(N)    084 22 33.35600(W) AD(       ) 1
 DG2777
 DG2777.Superseded values are not recommended for survey control.
 DG2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2777.See file dsdata.txt to determine how the superseded data were derived.
 DG2777
 DG2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4283247030(NAD 83)
 DG2777_MARKER: DS = TRIANGULATION STATION DISK
 DG2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG2777+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 DG2777
 DG2777  HISTORY     - Date     Condition        Report By
 DG2777  HISTORY     - 1927     MONUMENTED       CGS
 DG2777  HISTORY     - 1953     GOOD             CGS
 DG2777  HISTORY     - 20060213 GOOD             STRSMA
 DG2777
 DG2777                          STATION DESCRIPTION
 DG2777
 DG2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2777'STATION IS AT BUCKHEAD, ON THE E SIDE OF GRANDVIEW AVENUE BETWEEN
 DG2777'PHARR ROAD AND PEACHTREE AVENUE ON THE PROPERTY OF Y. GRESHAM,
 DG2777'ABOUT 150 FEET E FROM GRANDVIEW AVENUE.
 DG2777'
 DG2777'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2777'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2777'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG2777'
 DG2777'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE CYLINDERS.
 DG2777'
 DG2777'TO REACH STATION FROM PEACHTREE AVENUE AND PHARR ROAD AT BUCKHEAD
 DG2777'GO TWO BLOCKS TO GRANDVIEW AVENUE.  MARK IS BETWEEN PHARR ROAD
 DG2777'AND PEACHTREE AVENUE.
 DG2777'
 DG2777'HEIGHT OF SIGNAL ABOVE STATION MARK - 14 FEET.
 DG2777
 DG2777                          STATION RECOVERY (1953)
 DG2777
 DG2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG2777'THE STATION WAS RECOVERED, AND ALL MARKS FOUND IN GOOD CONDITION.
 DG2777'A NEW DESCRIPTION FOLLOWS--
 DG2777'
 DG2777'THE STATION IS LOCATED AT BUCKHEAD, IN N ATLANTA, BETWEEN PEACHTREE
 DG2777'AVENUE AND PHARR DRIVE, AT 2967 GRANDVIEW DRIVE.  IT IS 125 FT.
 DG2777'E OF GRANDVIEW DRIVE, 22 FT. SE OF THE NE CORNER OF MR. J.R.
 DG2777'GRESHAMS HOUSE, 29 FT. NE OF THE SE CORNER OF THE BACK PORCH, AND
 DG2777'9 FT. SE OF THE SE CORNER OF A SMALL FISH POND.  IT IS A STANDARD
 DG2777'DISK, STAMPED BUCKHEAD 1927 AND COVERED WITH A CAST-IRON MANHOLE
 DG2777'COVER.
 DG2777'
 DG2777'REFERENCE MARK 1 IS 51.99 FT. SE OF THE STATION, 69 FT. SE OF THE
 DG2777'NE CORNER OF MR. GRESHAMS HOUSE, AND 26.5 FT. N AND 2 FT. E OF THE
 DG2777'PROJECTED LINE OF THE W WALL OF A GARAGE TO THE S.  IT IS A
 DG2777'STANDARD DISK, STAMPED BUCKHEAD NO 1 1927 AND PROJECTS 6 IN.
 DG2777'
 DG2777'REFERENCE MARK 2 IS 46.58 FT. SW OF THE STATION, IN THE NE CORNER
 DG2777'OF A GARDEN.  IT IS 12 FT. S OF THE S WALL OF MR. GRESHAMS HOUSE,
 DG2777'15 FT. SW OF THE SE CORNER OF THE PORCH, AND 1 FT. W OF THE
 DG2777'GARDEN FENCE CORNER.  IT IS A STANDARD DISK, STAMPED BUCKHEAD NO 2
 DG2777'1927 AND IS FLUSH WITH THE GROUND.
 DG2777
 DG2777                          STATION RECOVERY (2006)
 DG2777
 DG2777'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DG2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1076 ***********************************************************************
 BR1076  DESIGNATION -  BUCKHEAD RESET
 BR1076  PID         -  BR1076
 BR1076  STATE/COUNTY-  GA/CHATHAM
 BR1076  USGS QUAD   -  OAK LEVEL (1979)
 BR1076
 BR1076                         *CURRENT SURVEY CONTROL
 BR1076  ___________________________________________________________________
 BR1076* NAD 83(1994)-  31 49 06.28572(N)    081 09 33.50510(W)     ADJUSTED  
 BR1076* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 BR1076  ___________________________________________________________________
 BR1076  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BR1076  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 BR1076
 BR1076  HORZ ORDER  -  FIRST
 BR1076
 BR1076.The horizontal coordinates were established by classical geodetic methods
 BR1076.and adjusted by the National Geodetic Survey in September 1997..
 BR1076
 BR1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1076
 BR1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1076
 BR1076.The geoid height was determined by GEOID03.
 BR1076
 BR1076;                    North         East     Units Scale Factor Converg.
 BR1076;SPC GA E     -   202,025.569   295,368.367   MT  1.00001214   +0 31 52.1
 BR1076;SPC GA E     -   662,812.22    969,054.38   sFT  1.00001214   +0 31 52.1
 BR1076;UTM  17      - 3,520,319.450   484,923.016   MT  0.99960280   -0 05 02.4
 BR1076
 BR1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1076!SPC GA E     -   1.00000472  x   1.00001214  =   1.00001686
 BR1076!UTM  17      -   1.00000472  x   0.99960280  =   0.99960752
 BR1076
 BR1076:                Primary Azimuth Mark                     Grid Az
 BR1076:SPC GA E     -  OGEECHEE RIVER BEACON 5                  029 07 36.4
 BR1076:UTM  17      -  OGEECHEE RIVER BEACON 5                  029 44 30.9
 BR1076
 BR1076|---------------------------------------------------------------------|
 BR1076| PID    Reference Object                     Distance      Geod. Az  |
 BR1076|                                                           dddmmss.s |
 BR1076| BR1088 OGEECHEE RIVER BEACON 5             APPROX. 4.4 KM 0293928.5 |
 BR1076| BR1685 BUCKHEAD RM 2                        49.770 METERS 09956     |
 BR1076| BR1684 BUCKHEAD RM 1                        43.680 METERS 10005     |
 BR1076| BR1687 NAIL IN TOP OF POST                                17405     |
 BR1076| BR1072 BEAR RIVER BEACON 5                 APPROX. 5.5 KM 1905441.8 |
 BR1076| BR1080 BEAR RIVER BEACON 3                 APPROX. 3.4 KM 2041700.5 |
 BR1076| BR1078 EAST ROUND TARGET REAR RANGE         90.032 METERS 20656     |
 BR1076| BR0574 KILKENNY                            APPROX. 5.2 KM 2321107.5 |
 BR1076| BR1081 HOUSE AT KILKENNY CUPOLA            APPROX. 5.2 KM 2325343.9 |
 BR1076| BR1683 BUCKHEAD RM                          18.080 METERS 24324     |
 BR1076| BR1077 WEST ROUND TARGET REAR RANGE        153.673 METERS 26802     |
 BR1076| BR1075 WEST SQUARE TARGET FRONT RANGE      140.849 METERS 28134     |
 BR1076| BR1074 EAST SQUARE TARGET FRONT RANGE       47.370 METERS 30947     |
 BR1076| BR1092 AIRWAY BEACON 10                    APPROX. 6.2 KM 3433946.0 |
 BR1076|---------------------------------------------------------------------|
 BR1076
 BR1076                          SUPERSEDED SURVEY CONTROL
 BR1076
 BR1076  NAD 83(1986)-  31 49 06.30247(N)    081 09 33.51602(W) AD(       ) 1
 BR1076  NAD 27      -  31 49 05.51400(N)    081 09 34.15500(W) AD(       ) 1
 BR1076  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 BR1076
 BR1076.Superseded values are not recommended for survey control.
 BR1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1076.See file dsdata.txt to determine how the superseded data were derived.
 BR1076
 BR1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8492320319(NAD 83)
 BR1076_MARKER: DS = TRIANGULATION STATION DISK
 BR1076_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BR1076_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1076
 BR1076  HISTORY     - Date     Condition        Report By
 BR1076  HISTORY     - 1933     MONUMENTED       USE
 BR1076  HISTORY     - 1934     GOOD             CGS
 BR1076  HISTORY     - 1974     GOOD             NGS
 BR1076
 BR1076                          STATION DESCRIPTION
 BR1076
 BR1076'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1076'ON OSSABAW ISLAND AT THE JUNCTION OF THE FLORIDA PASSAGE AND
 BR1076'BUCKHEAD CREEK, 21 M. S OF THE S BANK OF BUCKHEAD CREEK AND ABOUT
 BR1076'20 M. E OF THE PROJECTED CENTER LINE OF THE FLORIDA PASSAGE.
 BR1076'THE STATION MARK IS A STANDARD DISC, STAMPED BUCKHEAD U S E
 BR1076'1933 IN A 12 IN TILE PROJECTING 1 FT ABOVE THE GROUND.
 BR1076'
 BR1076'R.M. NO. 1, A STANDARD DISC, STAMPED BUCKHEAD U S E NO. 1 1933,
 BR1076'IN A 12 IN TILE, 1 FT ABOVE THE GROUND IS ABOUT 65 M. S OF THE S
 BR1076'BANK OF BUCKHEAD CREEK.  R.M. NO. 2 IS SIMILAR TO NO. 1 AND IS
 BR1076'ALSO ABOUT 65 M. S OF THE CREEK BANK.
 BR1076'
 BR1076'TWO U S E R.M.S, CONSISTING OF A COPPER NAIL CONCRETED IN THE
 BR1076'CENTER OF A 6 IN TILE, PROJECTING 4 IN ABOVE THE GROUND, WERE CUT
 BR1076'IN AS SHOWN ABOVE.
 BR1076'
 BR1076'THE STATION MAY BE REACHED VIA THE FLORIDA PASSAGE AT ANY
 BR1076'STAGE OF THE TIDE.
 BR1076
 BR1076                          STATION RECOVERY (1934)
 BR1076
 BR1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1076'RECOVERED
 BR1076
 BR1076                          STATION RECOVERY (1974)
 BR1076
 BR1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1076'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 BR1076'GOOD CONDITION.  NO SEARCH WAS MADE FOR U. S. E. REFERENCE MARKS.
 BR1076'THE ORIGINAL DESCRIPTION IS ADEQUATE.  THERE IS AN EIGHT FOOT
 BR1076'WOODEN O STAND OVER THE STATION MARK AT THE PRESENT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1751 ***********************************************************************
 CM1751  DESIGNATION -  BUENA
 CM1751  PID         -  CM1751
 CM1751  STATE/COUNTY-  GA/MARION
 CM1751  USGS QUAD   -  BUENA VISTA (1973)
 CM1751
 CM1751                         *CURRENT SURVEY CONTROL
 CM1751  ___________________________________________________________________
 CM1751* NAD 83(1994)-  32 17 20.28436(N)    084 30 53.42525(W)     ADJUSTED  
 CM1751* NAVD 88     -       210.20   (+/-2cm)     689.6    (feet)  VERTCON   
 CM1751  ___________________________________________________________________
 CM1751  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CM1751  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CM1751
 CM1751  HORZ ORDER  -  FIRST
 CM1751  VERT ORDER  -  THIRD ? (See Below)
 CM1751
 CM1751.The horizontal coordinates were established by classical geodetic methods
 CM1751.and adjusted by the National Geodetic Survey in September 1997..
 CM1751
 CM1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1751.The vertical order pertains to the NGVD 29 superseded value.
 CM1751
 CM1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1751
 CM1751.The geoid height was determined by GEOID03.
 CM1751
 CM1751;                    North         East     Units Scale Factor Converg.
 CM1751;SPC GA W     -   253,810.342   667,206.770   MT  0.99991326   -0 11 09.6
 CM1751;SPC GA W     -   832,709.43  2,188,994.21   sFT  0.99991326   -0 11 09.6
 CM1751;UTM  16      - 3,575,178.611   734,029.166   MT  1.00027546   +1 19 41.3
 CM1751
 CM1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1751!SPC GA W     -   0.99997111  x   0.99991326  =   0.99988437
 CM1751!UTM  16      -   0.99997111  x   1.00027546  =   1.00024656
 CM1751
 CM1751:                Primary Azimuth Mark                     Grid Az
 CM1751:SPC GA W     -  BUENA VISTA SOU RWY MICROWAVE            000 56 01.6
 CM1751:UTM  16      -  BUENA VISTA SOU RWY MICROWAVE            359 25 10.7
 CM1751
 CM1751|---------------------------------------------------------------------|
 CM1751| PID    Reference Object                     Distance      Geod. Az  |
 CM1751|                                                           dddmmss.s |
 CM1751| CM1759 BUENA VISTA SOU RWY MICROWAVE       APPROX. 3.0 KM 0004452.0 |
 CM1751| CY8128 BUENA RM 4                                         0053417.4 |
 CM1751| CY8124 BUENA AZ MK                                        0352825.9 |
 CM1751| CY8126 BUENA RM 2                           25.013 METERS 08024     |
 CM1751| CY8125 BUENA RM 1                           21.385 METERS 17710     |
 CM1751| CY8127 BUENA RM 3                           21.810 METERS 19347     |
 CM1751| CM1753 BUENA VISTA LOT                     APPROX. 1.7 KM 3241051.7 |
 CM1751| CM1752 BUENA VISTA N MUN TANK              APPROX. 4.6 KM 3500812.2 |
 CM1751| CM1750 BUENA VISTA CONCRETE STANDPIPE      APPROX. 3.2 KM 3534333.9 |
 CM1751| CM1757 BUENA VISTA MUN TANK                APPROX. 3.4 KM 3580659.8 |
 CM1751|---------------------------------------------------------------------|
 CM1751
 CM1751                          SUPERSEDED SURVEY CONTROL
 CM1751
 CM1751  NAD 83(1994)-  32 17 20.28870(N)    084 30 53.42472(W) AD(       ) 1
 CM1751  NAD 83(1986)-  32 17 20.28881(N)    084 30 53.42491(W) AD(       ) 1
 CM1751  NAD 27      -  32 17 19.73800(N)    084 30 53.71900(W) AD(       ) 1
 CM1751  NGVD 29 (07/19/86)  210.26   (m)          689.8    (f) LEVELING    3  
 CM1751
 CM1751.Superseded values are not recommended for survey control.
 CM1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1751.See file dsdata.txt to determine how the superseded data were derived.
 CM1751
 CM1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3402975179(NAD 83)
 CM1751_MARKER: DS = TRIANGULATION STATION DISK
 CM1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1751
 CM1751  HISTORY     - Date     Condition        Report By
 CM1751  HISTORY     - 1935     MONUMENTED       CGS
 CM1751  HISTORY     - 1972     GOOD             NGS
 CM1751  HISTORY     - 1974     GOOD             NGS
 CM1751
 CM1751                          STATION DESCRIPTION
 CM1751
 CM1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CM1751'ABOUT 2.5 MILES (BY ROAD) SOUTH OF BUENA VISTA, ON PROPERTY
 CM1751'BELONGING TO MRS. GUSSIE WILLIAMS, 17 PACES WEST OF CENTER LINE OF
 CM1751'FARM ROAD, 10 PACES EAST OF POINT WHERE 2 FENCES FORM A T, 6 PACES
 CM1751'NORTH OF NORTH SIDE OF SHED AND 5 PACES SOUTH OF FENCE.  TO REACH
 CM1751'FROM BUENA VISTA, GO SOUTH ON GRADED ROAD FOR 0.9 MILE TO T-ROAD.
 CM1751'TURN LEFT FOR 1.4 MILES TO FARM ROAD AT NORTHEAST CORNER OF PECAN
 CM1751'GROVE AND TURN RIGHT THROUGH GATE FOR 0.15 MILE TO TENANT HOUSE,
 CM1751'BARN, AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 CM1751'DISKS IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 CM1751'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CM1751'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 4 PACES WEST OF
 CM1751'CENTER LINE OF ROAD, 2 FEET NORTH OF 12-INCH WALNUT TREE, AND 70.16
 CM1751'FEET SOUTH OF STATION S 2 DEG 50 MIN E.  NO. 2 PROJECTS 6
 CM1751'INCHES, IS 2 PACES NORTH OF FENCE LINE AND 82.05 FEET EAST OF STATION
 CM1751'N 80 DEG 23 MIN E.  AZIMUTH MARK IS IN FENCE LINE, 24
 CM1751'PACES NORTH OF SMALL RED BARN AND ABOUT 0.6 MILE NORTHEAST OF
 CM1751'STATION N 35 DEG 28 MIN E.  TO REACH FROM
 CM1751'STATION, GO 0.15 MILE TO GRADED ROAD.  TURN LEFT AND GO 0.5 MILE,
 CM1751'TURN RIGHT AND GO 0.3 MILE TO GATE ON RIGHT.  PROCEED THROUGH AND
 CM1751'GO 1.8 MILES TO MARK.  VISTA (SEE DESCRIPTION THEREOF) IS
 CM1751'N 69 DEG 06 MIN E.  DISTANCE FROM REFERENCE MARK NO. 1 TO
 CM1751'REFERENCE MARK NO. 2 IS 114.10 FEET.
 CM1751
 CM1751                          STATION RECOVERY (1972)
 CM1751
 CM1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 CM1751'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  THE AZIMUTH
 CM1751'MARK WAS NOT RECOVERED AND REFERENCE MARK 1 WAS FOUND LYING ON
 CM1751'ITS SIDE.  THE DIRECTION TO REFERENCE MARK 2 CHECKED THE 1935
 CM1751'DATA.  A DIFFERENCE OF 0.02 FEET LONGER IN THE DISTANCE TO
 CM1751'REFERENCE MARK 2 WAS NOTED.  REFERENCE MARKS 3 AND 4 WERE
 CM1751'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 CM1751'
 CM1751'THE STATION IS ABOUT 12 MILES WEST AND 3 MILES NORTH OF ELLAVILLE
 CM1751'AND 2 MILES SOUTH OF BUENA VISTA, NEAR THE NORTHWEST CORNER OF A
 CM1751'PECAN ORCHARD, ON PROPERTY OWNED BY J.L. WILLIAMS, WHO LIVES IN
 CM1751'YATESVILLE GEORGIA, TELEPHONE NUMBER 472-3419.
 CM1751'
 CM1751'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 41
 CM1751'AT THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE IN BUENA VISTA,
 CM1751'GO SOUTH ON STATE HIGHWAY 41 FOR 1.65 MILES TO A GRADED SIDE ROAD
 CM1751'LEFT.  CONTINUE SOUTH ON HIGHWAY 41 FOR 0.2 MILE TO REFERENCE MARK
 CM1751'4 ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 41 FOR 0.5 MILE TO A
 CM1751'SIDE ROAD AND AN OLD BARN AND HOUSE ON THE RIGHT.  TURN RIGHT,
 CM1751'PASSING BETWEEN THE OLD HOUSE AND BARN AND GO WEST ON GRADED
 CM1751'ROAD FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH GATE AND
 CM1751'CONTINUE WEST ON GRADED ROAD FOR 0.15 MILE.  TURN RIGHT AND
 CM1751'GO NORTH, BETWEEN A ROW OF PECAN TREES FOR 0.25 MILE TO A
 CM1751'FENCE AND THE STATION.
 CM1751'
 CM1751'STATION MARK IS A STANDARD DISK, STAMPED BUENA 1935, SET IN THE
 CM1751'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 CM1751'INCHES ABOVE THE GROUND.  IT IS 17.0 FEET SOUTH OF A FENCE AND
 CM1751'2.9 FEET EAST OF A WITNESS POST.
 CM1751'
 CM1751'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUENA NO 2 1935,
 CM1751'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CM1751'IS FLUSH WITH THE GROUND.  IT IS 84.8 FEET EAST OF THE WITNESS
 CM1751'POST AT THE STATION, 3.2 FEET SOUTH OF THE FENCE AND ABOUT 1 FOOT
 CM1751'LOWER THAN THE STATION.
 CM1751'
 CM1751'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BUENA 1935 NO 3 1972,
 CM1751'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 CM1751'FLUSH WITH THE GROUND.  IT IS 88.0 FEET SOUTH OF THE FENCE, 4.3
 CM1751'FEET SOUTHEAST OF AN OLD WELL, 2.0 FEET EAST OF A WITNESS POST
 CM1751'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CM1751'
 CM1751'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BUENA 1935 NO 4 1972,
 CM1751'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CM1751'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 47.0 FEET WEST-SOUTHWEST
 CM1751'OF THE CENTER OF STATE HIGHWAY 41, 3.3 FEET SOUTHEAST OF A WITNESS
 CM1751'POST AND 1 FOOT EAST-NORTHEAST OF A FENCE.  THIS MARK
 CM1751'SERVES AS THE AZIMUTH MARK.
 CM1751'
 CM1751'HEIGHT OF LIGHT ABOVE STATION MARK 85.9 FEET.
 CM1751'
 CM1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1751'2 MILES SOUTH OF BUENA VISTA.
 CM1751
 CM1751                          STATION RECOVERY (1974)
 CM1751
 CM1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1751'THE STATION MARK AND REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED
 CM1751'AS DESCRIBED, IN GOOD CONDITION.  ALL OTHER DATA IS ADEQUATE FOR
 CM1751'RECOVERY (AS DESCRIBED BY I.L.C. IN 1972.
 CM1751'
 CM1751'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 CM1751'
 CM1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1751'2 MILES SOUTH OF BUENA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1750 ***********************************************************************
 CM1750  DESIGNATION -  BUENA VISTA CONCRETE STANDPIPE
 CM1750  PID         -  CM1750
 CM1750  STATE/COUNTY-  GA/MARION
 CM1750  USGS QUAD   -  BUENA VISTA (1973)
 CM1750
 CM1750                         *CURRENT SURVEY CONTROL
 CM1750  ___________________________________________________________________
 CM1750* NAD 83(1994)-  32 19 03.91977(N)    084 31 06.84281(W)     ADJUSTED  
 CM1750* NAVD 88     -                                                        
 CM1750  ___________________________________________________________________
 CM1750  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CM1750  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM1750
 CM1750  HORZ ORDER  -  THIRD
 CM1750
 CM1750.The horizontal coordinates were established by classical geodetic methods
 CM1750.and adjusted by the National Geodetic Survey in September 1997..
 CM1750
 CM1750
 CM1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1750
 CM1750.The geoid height was determined by GEOID03.
 CM1750
 CM1750;                    North         East     Units Scale Factor Converg.
 CM1750;SPC GA W     -   257,003.515   666,866.203   MT  0.99991353   -0 11 17.3
 CM1750;SPC GA W     -   843,185.70  2,187,876.87   sFT  0.99991353   -0 11 17.3
 CM1750;UTM  16      - 3,578,362.814   733,604.156   MT  1.00027300   +1 19 38.0
 CM1750
 CM1750                          SUPERSEDED SURVEY CONTROL
 CM1750
 CM1750  NAD 83(1994)-  32 19 03.92840(N)    084 31 06.84292(W) AD(       ) 4
 CM1750  NAD 83(1986)-  32 19 03.92603(N)    084 31 06.84273(W) AD(       ) 4
 CM1750  NAD 27      -  32 19 03.40000(N)    084 31 07.14000(W) AD(       ) 3
 CM1750
 CM1750.Superseded values are not recommended for survey control.
 CM1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1750.See file dsdata.txt to determine how the superseded data were derived.
 CM1750
 CM1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3360478363(NAD 83)
 CM1750_MARKER: 52 = STANDPIPE TANK
 CM1750
 CM1750  HISTORY     - Date     Condition        Report By
 CM1750  HISTORY     - 1935     FIRST OBSERVED   CGS
 CM1750
 CM1750                          STATION DESCRIPTION
 CM1750
 CM1750'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1753 ***********************************************************************
 CM1753  DESIGNATION -  BUENA VISTA LOT
 CM1753  PID         -  CM1753
 CM1753  STATE/COUNTY-  GA/MARION
 CM1753  USGS QUAD   -  BUENA VISTA (1973)
 CM1753
 CM1753                         *CURRENT SURVEY CONTROL
 CM1753  ___________________________________________________________________
 CM1753* NAD 83(1994)-  32 18 05.53207(N)    084 31 31.87683(W)     ADJUSTED  
 CM1753* NAVD 88     -                                                        
 CM1753  ___________________________________________________________________
 CM1753  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CM1753  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CM1753
 CM1753  HORZ ORDER  -  THIRD
 CM1753
 CM1753.The horizontal coordinates were established by classical geodetic methods
 CM1753.and adjusted by the National Geodetic Survey in September 1997..
 CM1753
 CM1753
 CM1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1753
 CM1753.The geoid height was determined by GEOID03.
 CM1753
 CM1753;                    North         East     Units Scale Factor Converg.
 CM1753;SPC GA W     -   255,207.311   666,205.423   MT  0.99991408   -0 11 30.4
 CM1753;SPC GA W     -   837,292.65  2,185,708.96   sFT  0.99991408   -0 11 30.4
 CM1753;UTM  16      - 3,576,549.120   732,990.878   MT  1.00026948   +1 19 22.4
 CM1753
 CM1753                          SUPERSEDED SURVEY CONTROL
 CM1753
 CM1753  NAD 83(1994)-  32 18 05.53659(N)    084 31 31.87642(W) AD(       ) 4
 CM1753  NAD 83(1986)-  32 18 05.53680(N)    084 31 31.87664(W) AD(       ) 4
 CM1753  NAD 27      -  32 18 04.98761(N)    084 31 32.16836(W) AD(       ) 3
 CM1753
 CM1753.Superseded values are not recommended for survey control.
 CM1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1753.See file dsdata.txt to determine how the superseded data were derived.
 CM1753
 CM1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3299176549(NAD 83)
 CM1753_MARKER: 57 = LOOKOUT TOWER
 CM1753
 CM1753  HISTORY     - Date     Condition        Report By
 CM1753  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1753
 CM1753                          STATION DESCRIPTION
 CM1753
 CM1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1753'THE STATION IS THE APEX OF ROOF ON OBSERVATION CABIN, ATOP A FOUR
 CM1753'LEGGED, SKELETON STEEL TOWER.  IT IS UNPAINTED GRAY STEEL IN COLOR
 CM1753'AND IS APPROXIMATELY 110 FEET HIGH.  THE LOOKOUT TOWER IS OWNED
 CM1753'BY GEORGIA STATE FORESTRY SERVICE.
 CM1753'
 CM1753'STATION IS LOCATED ABOUT 1.2 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 CM1753'BUENA VISTA, 0.5 MILE EAST OF STATE HIGHWAY 41, 75 FEET
 CM1753'NORTHWEST OF THE CENTER OF A PAVED ROAD AND 45 FEET NORTHEAST
 CM1753'OF THE END OF A PAVED DRIVEWAY.  THE COMPLETE NAME OF THIS
 CM1753'STATION IS BUENA VISTA MARION LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1757 ***********************************************************************
 CM1757  DESIGNATION -  BUENA VISTA MUN TANK
 CM1757  PID         -  CM1757
 CM1757  STATE/COUNTY-  GA/MARION
 CM1757  USGS QUAD   -  BUENA VISTA (1973)
 CM1757
 CM1757                         *CURRENT SURVEY CONTROL
 CM1757  ___________________________________________________________________
 CM1757* NAD 83(1994)-  32 19 10.85565(N)    084 30 57.70714(W)     ADJUSTED  
 CM1757* NAVD 88     -                                                        
 CM1757  ___________________________________________________________________
 CM1757  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CM1757  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM1757
 CM1757  HORZ ORDER  -  THIRD
 CM1757
 CM1757.The horizontal coordinates were established by classical geodetic methods
 CM1757.and adjusted by the National Geodetic Survey in September 1997..
 CM1757
 CM1757
 CM1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1757
 CM1757.The geoid height was determined by GEOID03.
 CM1757
 CM1757;                    North         East     Units Scale Factor Converg.
 CM1757;SPC GA W     -   257,216.362   667,105.840   MT  0.99991334   -0 11 12.4
 CM1757;SPC GA W     -   843,884.01  2,188,663.08   sFT  0.99991334   -0 11 12.4
 CM1757;UTM  16      - 3,578,582.003   733,838.166   MT  1.00027435   +1 19 43.1
 CM1757
 CM1757                          SUPERSEDED SURVEY CONTROL
 CM1757
 CM1757  NAD 83(1994)-  32 19 10.86020(N)    084 30 57.70659(W) AD(       ) 4
 CM1757  NAD 83(1986)-  32 19 10.86055(N)    084 30 57.70680(W) AD(       ) 4
 CM1757  NAD 27      -  32 19 10.31572(N)    084 30 57.99796(W) AD(       ) 3
 CM1757
 CM1757.Superseded values are not recommended for survey control.
 CM1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1757.See file dsdata.txt to determine how the superseded data were derived.
 CM1757
 CM1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3383878582(NAD 83)
 CM1757_MARKER: 53 = ELEVATED TANK
 CM1757
 CM1757  HISTORY     - Date     Condition        Report By
 CM1757  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1757
 CM1757                          STATION DESCRIPTION
 CM1757
 CM1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1757'THE STATION IS THE APEX OF VENT, AT THE TOP AND CENTER OF A WATER
 CM1757'TANK THAT HAS CYLINDRICAL SIDES AND A DOME SHAPED TOP AND
 CM1757'BOTTOM.  IT IS SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS
 CM1757'APPROXIMATELY 120 FEET HIGH.  THE TANK IS SILVER IN COLOR WITH
 CM1757'BUENA VISTA PAINTED ON IN BLACK.
 CM1757'
 CM1757'STATION IS LOCATED 0.1 MILE NORTHEAST OF THE CENTER OF BUENA
 CM1757'VISTA, 205 FEET NORTH OF THE CENTER OF 4TH AVENUE AND 195 FEET
 CM1757'WEST OF THE CENTER OF CHURCH STREET.  THE COMPLETE NAME OF THIS
 CM1757'STATION IS BUENA VISTA MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1749 ***********************************************************************
 CM1749  DESIGNATION -  BUENA VISTA MUNICIPAL TANK
 CM1749  PID         -  CM1749
 CM1749  STATE/COUNTY-  GA/MARION
 CM1749  USGS QUAD   -  BUENA VISTA (1973)
 CM1749
 CM1749                         *CURRENT SURVEY CONTROL
 CM1749  ___________________________________________________________________
 CM1749* NAD 83(1994)-  32 19 03.33527(N)    084 31 07.96834(W)     ADJUSTED  
 CM1749* NAVD 88     -                                                        
 CM1749  ___________________________________________________________________
 CM1749  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CM1749  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM1749
 CM1749  HORZ ORDER  -  THIRD
 CM1749
 CM1749.The horizontal coordinates were established by classical geodetic methods
 CM1749.and adjusted by the National Geodetic Survey in September 1997..
 CM1749
 CM1749
 CM1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1749
 CM1749.The geoid height was determined by GEOID03.
 CM1749
 CM1749;                    North         East     Units Scale Factor Converg.
 CM1749;SPC GA W     -   256,985.608   666,836.705   MT  0.99991356   -0 11 17.9
 CM1749;SPC GA W     -   843,126.95  2,187,780.09   sFT  0.99991356   -0 11 17.9
 CM1749;UTM  16      - 3,578,344.127   733,575.132   MT  1.00027284   +1 19 37.3
 CM1749
 CM1749                          SUPERSEDED SURVEY CONTROL
 CM1749
 CM1749  NAD 83(1994)-  32 19 03.34047(N)    084 31 07.96576(W) AD(       ) 4
 CM1749  NAD 83(1986)-  32 19 03.34070(N)    084 31 07.96546(W) AD(       ) 4
 CM1749  NAD 27      -  32 19 02.79000(N)    084 31 08.27000(W) AD(       ) 3
 CM1749
 CM1749.Superseded values are not recommended for survey control.
 CM1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1749.See file dsdata.txt to determine how the superseded data were derived.
 CM1749
 CM1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3357578344(NAD 83)
 CM1749_MARKER: 51 = TANK
 CM1749
 CM1749  HISTORY     - Date     Condition        Report By
 CM1749  HISTORY     - 1933     FIRST OBSERVED   CGS
 CM1749
 CM1749                          STATION DESCRIPTION
 CM1749
 CM1749'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1752 ***********************************************************************
 CM1752  DESIGNATION -  BUENA VISTA N MUN TANK
 CM1752  PID         -  CM1752
 CM1752  STATE/COUNTY-  GA/MARION
 CM1752  USGS QUAD   -  BUENA VISTA (1973)
 CM1752
 CM1752                         *CURRENT SURVEY CONTROL
 CM1752  ___________________________________________________________________
 CM1752* NAD 83(1994)-  32 19 47.17552(N)    084 31 23.50557(W)     ADJUSTED  
 CM1752* NAVD 88     -                                                        
 CM1752  ___________________________________________________________________
 CM1752  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CM1752  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM1752
 CM1752  HORZ ORDER  -  THIRD
 CM1752
 CM1752.The horizontal coordinates were established by classical geodetic methods
 CM1752.and adjusted by the National Geodetic Survey in September 1997..
 CM1752
 CM1752
 CM1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1752
 CM1752.The geoid height was determined by GEOID03.
 CM1752
 CM1752;                    North         East     Units Scale Factor Converg.
 CM1752;SPC GA W     -   258,337.260   666,434.825   MT  0.99991389   -0 11 26.4
 CM1752;SPC GA W     -   847,561.49  2,186,461.59   sFT  0.99991389   -0 11 26.4
 CM1752;UTM  16      - 3,579,685.157   733,137.486   MT  1.00027032   +1 19 30.6
 CM1752
 CM1752                          SUPERSEDED SURVEY CONTROL
 CM1752
 CM1752  NAD 83(1994)-  32 19 47.17999(N)    084 31 23.50516(W) AD(       ) 4
 CM1752  NAD 83(1986)-  32 19 47.18022(N)    084 31 23.50534(W) AD(       ) 4
 CM1752  NAD 27      -  32 19 46.63709(N)    084 31 23.79566(W) AD(       ) 3
 CM1752
 CM1752.Superseded values are not recommended for survey control.
 CM1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1752.See file dsdata.txt to determine how the superseded data were derived.
 CM1752
 CM1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3313779685(NAD 83)
 CM1752_MARKER: 53 = ELEVATED TANK
 CM1752
 CM1752  HISTORY     - Date     Condition        Report By
 CM1752  HISTORY     - 1973     FIRST OBSERVED   NGS
 CM1752
 CM1752                          STATION DESCRIPTION
 CM1752
 CM1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 CM1752'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE BUENA VISTA
 CM1752'NORTH MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 CM1752'WITH A DOME-SHAPED TOP, AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 CM1752'FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 129
 CM1752'FEET HIGH.
 CM1752'
 CM1752'LOCATED 0.8 MILE NORTH-NORTHWEST OF THE CENTER OF BUENA VISTA,
 CM1752'0.15 MILE NORTHEAST OF STATE ROUTE 41 AND 87 FEET WEST OF THE
 CM1752'CENTER LINE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1759 ***********************************************************************
 CM1759  DESIGNATION -  BUENA VISTA SOU RWY MICROWAVE
 CM1759  PID         -  CM1759
 CM1759  STATE/COUNTY-  GA/MARION
 CM1759  USGS QUAD   -  BUENA VISTA (1973)
 CM1759
 CM1759                         *CURRENT SURVEY CONTROL
 CM1759  ___________________________________________________________________
 CM1759* NAD 83(1994)-  32 18 58.13973(N)    084 30 51.92120(W)     ADJUSTED  
 CM1759* NAVD 88     -                                                        
 CM1759  ___________________________________________________________________
 CM1759  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CM1759  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM1759
 CM1759  HORZ ORDER  -  THIRD
 CM1759
 CM1759.The horizontal coordinates were established by classical geodetic methods
 CM1759.and adjusted by the National Geodetic Survey in September 1997..
 CM1759
 CM1759
 CM1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1759
 CM1759.The geoid height was determined by GEOID03.
 CM1759
 CM1759;                    North         East     Units Scale Factor Converg.
 CM1759;SPC GA W     -   256,824.212   667,255.896   MT  0.99991322   -0 11 09.3
 CM1759;SPC GA W     -   842,597.44  2,189,155.39   sFT  0.99991322   -0 11 09.3
 CM1759;UTM  16      - 3,578,193.818   733,998.597   MT  1.00027528   +1 19 45.7
 CM1759
 CM1759                          SUPERSEDED SURVEY CONTROL
 CM1759
 CM1759  NAD 83(1994)-  32 18 58.14424(N)    084 30 51.92063(W) AD(       ) 4
 CM1759  NAD 83(1986)-  32 18 58.14442(N)    084 30 51.92083(W) AD(       ) 4
 CM1759  NAD 27      -  32 18 57.58854(N)    084 30 52.21306(W) AD(       ) 3
 CM1759
 CM1759.Superseded values are not recommended for survey control.
 CM1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1759.See file dsdata.txt to determine how the superseded data were derived.
 CM1759
 CM1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3399978194(NAD 83)
 CM1759_MARKER: 45 = MICROWAVE TOWER
 CM1759
 CM1759  HISTORY     - Date     Condition        Report By
 CM1759  HISTORY     - 1972     FIRST OBSERVED   NGS
 CM1759
 CM1759                          STATION DESCRIPTION
 CM1759
 CM1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 CM1759'THE STATION IS THE TOP AND CENTER OF A THREE, PIPE, LEGGED STEEL
 CM1759'TOWER.  IT HAS TWO LARGE ANTENNAS AND A RED LIGHT AT THE TOP, THE
 CM1759'LIGHT IS NOT CENTERED.  THE TOWER IS PAINTED ALTERNATELY RED AND
 CM1759'WHITE AND IS 229 FEET HIGH.  IT IS OWNED BY THE SOUTHERN RAILWAY
 CM1759'SYSTEM.
 CM1759'
 CM1759'STATION IS LOCATED 0.2 MILE EAST OF THE CENTER OF BUENA VISTA,
 CM1759'225 FEET NORTHEAST OF THE CENTER OF CHURCH STREET AND 75 FEET
 CM1759'SOUTHEAST OF THE RAILROAD TRACKS.  THE COMPLETE NAME OF THIS
 CM1759'STATION IS BUENA VISTA SOUTHERN RAILWAY MICROWAVE KRA 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2364 ***********************************************************************
 CL2364  DESIGNATION -  BUFFALO
 CL2364  PID         -  CL2364
 CL2364  STATE/COUNTY-  GA/WASHINGTON
 CL2364  USGS QUAD   -  TABERNACLE (1985)
 CL2364
 CL2364                         *CURRENT SURVEY CONTROL
 CL2364  ___________________________________________________________________
 CL2364* NAD 83(1994)-  32 53 10.04925(N)    082 56 33.19186(W)     ADJUSTED  
 CL2364* NAVD 88     -       131.7    (meters)     432.     (feet)  VERTCON   
 CL2364  ___________________________________________________________________
 CL2364  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CL2364  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CL2364
 CL2364  HORZ ORDER  -  FIRST
 CL2364
 CL2364.The horizontal coordinates were established by classical geodetic methods
 CL2364.and adjusted by the National Geodetic Survey in September 1997..
 CL2364
 CL2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2364
 CL2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2364
 CL2364.The geoid height was determined by GEOID03.
 CL2364
 CL2364;                    North         East     Units Scale Factor Converg.
 CL2364;SPC GA E     -   320,240.393   127,404.240   MT  0.99996496   -0 25 16.7
 CL2364;SPC GA E     - 1,050,655.36    417,992.08   sFT  0.99996496   -0 25 16.7
 CL2364;UTM  17      - 3,640,335.792   318,287.614   MT  1.00000715   -1 03 18.1
 CL2364
 CL2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2364!SPC GA E     -   0.99998376  x   0.99996496  =   0.99994872
 CL2364!UTM  17      -   0.99998376  x   1.00000715  =   0.99999090
 CL2364
 CL2364:                Primary Azimuth Mark                     Grid Az
 CL2364:SPC GA E     -  TENNILLE DOT RAD MAST                    070 46 25.2
 CL2364:UTM  17      -  TENNILLE DOT RAD MAST                    071 24 26.6
 CL2364
 CL2364|---------------------------------------------------------------------|
 CL2364| PID    Reference Object                     Distance      Geod. Az  |
 CL2364|                                                           dddmmss.s |
 CL2364| CL2330 TENNILLE DOT RAD MAST               APPROX.14.1 KM 0702108.5 |
 CL2364| CY7261 BUFFALO RM 1                         24.382 METERS 15011     |
 CL2364| CY7262 BUFFALO RM 2                         25.216 METERS 26525     |
 CL2364| CL2368 5 MEA PTA                           470.177 METERS 2655858.1 |
 CL2364| CL2367 5 MEA                               462.727 METERS 2665244.7 |
 CL2364|---------------------------------------------------------------------|
 CL2364
 CL2364                          SUPERSEDED SURVEY CONTROL
 CL2364
 CL2364  NAD 83(1986)-  32 53 10.05385(N)    082 56 33.18948(W) AD(       ) 1
 CL2364  NAD 27      -  32 53 09.49365(N)    082 56 33.67954(W) AD(       ) 1
 CL2364  NGVD 29 (07/19/86)  131.9    (m)          433.     (f) VERT ANG       
 CL2364
 CL2364.Superseded values are not recommended for survey control.
 CL2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2364.See file dsdata.txt to determine how the superseded data were derived.
 CL2364
 CL2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1828840336(NAD 83)
 CL2364_MARKER: DS = TRIANGULATION STATION DISK
 CL2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2364
 CL2364  HISTORY     - Date     Condition        Report By
 CL2364  HISTORY     - 1977     MONUMENTED       NGS
 CL2364
 CL2364                          STATION DESCRIPTION
 CL2364
 CL2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2364'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SANDERSVILLE
 CL2364'9-1/2 MILES SOUTH-SOUTHEAST OF DEEPSTEP AND 8 MILES
 CL2364'SOUTH-SOUTHWEST OF TENNILLE. THE PROPERTY IS OWNED BY THE
 CL2364'WILKINS ESTATE AND PERMISSION WAS OBTAINED FROM MR. F. VEAL SR.
 CL2364'PHONE NUMBER 552-2496.
 CL2364'
 CL2364'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND
 CL2364'272, ABOUT 14 MILES WEST OF SANDERSVILLE AND 15 MILES
 CL2364'EAST-SOUTHEAST OF MILLEDGEVILLE, GO SOUTHEAST ON STATE HIGHWAY
 CL2364'272 FOR 9.0 MILES TO A PAVED SIDE ROAD ON THE LEFT AND THE USGS
 CL2364'BM IN THE NORTHEAST ANGLE OF THE INTERSECTION. TURN LEFT AND GO
 CL2364'EAST ON COUNTY ROAD 9687 FOR 0.3 MILE TO THE STATION ON THE
 CL2364'RIGHT.
 CL2364'
 CL2364'THE STATION MARKS ARE STANDARD DISKS STAMPED---BUFFALO 1977---.
 CL2364'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CL2364'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT
 CL2364'IS 50 FEET SOUTH-SOUTHEAST OF THE CENTER OF COUNTY ROAD 9687
 CL2364'AND 1.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST. THE
 CL2364'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2364'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE. A METAL
 CL2364'ROD WAS EMBEDDED IN THE SURFACE MONUMENT.
 CL2364'
 CL2364'REFERENCE MARK 1, STAMPED---BUFFALO NO 1 1977---,IS A STANDARD
 CL2364'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2364'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 130 FEET
 CL2364'SOUTHEAST OF THE CENTER OF COUNTY ROAD 9687 AND 2.8 FEET WEST-
 CL2364'NORTHWEST OF A METAL WITNESS POST.
 CL2364'
 CL2364'REFERENCE MARK 2, STAMPED---BUFFALO NO 2 1977---, IS A STANDARD
 CL2364'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2364'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 46 FEET
 CL2364'SOUTH OF COUNTY ROAD 9687, 4 FEET SOUTH OF A FENCELINE AND
 CL2364'2.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 CL2364'
 CL2364'THE AZIMUTH MARK, STAMPED---5 MEA 1973 421 FT---, IS A STANDARD
 CL2364'USGS BM DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 CL2364'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 91 FEET
 CL2364'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 272, 78 FEET
 CL2364'NORTH OF THE CENTERLINE OF COUNTY ROAD 9687 AND 0.8 FEET
 CL2364'NORTH OF A METAL WITNESS POST. A METAL ROD WAS DRIVEN IN THE
 CL2364'GROUND NEXT TO THE MONUMENT.
 CL2364'
 CL2364'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0167 ***********************************************************************
 EE0167  DESIGNATION -  BUFORD
 EE0167  PID         -  EE0167
 EE0167  STATE/COUNTY-  GA/GWINNETT
 EE0167  USGS QUAD   -  SUWANEE (1992)
 EE0167
 EE0167                         *CURRENT SURVEY CONTROL
 EE0167  ___________________________________________________________________
 EE0167* NAD 83(1986)-  34 07 10.     (N)    084 00 23.     (W)     SCALED    
 EE0167* NAVD 88     -       361.969  (meters)    1187.56   (feet)  ADJUSTED  
 EE0167  ___________________________________________________________________
 EE0167  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE0167  DYNAMIC HT  -         361.576 (meters)    1186.27  (feet)  COMP
 EE0167  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 EE0167
 EE0167  VERT ORDER  -  FIRST     CLASS II
 EE0167
 EE0167.The horizontal coordinates were scaled from a topographic map and have
 EE0167.an estimated accuracy of +/- 6 seconds.
 EE0167
 EE0167.The orthometric height was determined by differential leveling
 EE0167.and adjusted by the National Geodetic Survey in June 1991..
 EE0167.WARNING-Repeat measurements at this control monument indicate possible
 EE0167.vertical movement.
 EE0167
 EE0167.The geoid height was determined by GEOID03.
 EE0167
 EE0167.The dynamic height is computed by dividing the NAVD 88
 EE0167.geopotential number by the normal gravity value computed on the
 EE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0167.degrees latitude (g = 980.6199 gals.).
 EE0167
 EE0167.The modeled gravity was interpolated from observed gravity values.
 EE0167
 EE0167;                    North         East    Units  Estimated Accuracy
 EE0167;SPC GA W     -   456,760.      714,790.      MT  (+/- 180 meters Scaled)
 EE0167
 EE0167                          SUPERSEDED SURVEY CONTROL
 EE0167
 EE0167  NGVD 29 (12/12/91)  361.926  (m)         1187.42   (f) ADJUSTED    1 2
 EE0167
 EE0167.Superseded values are not recommended for survey control.
 EE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0167.See file dsdata.txt to determine how the superseded data were derived.
 EE0167
 EE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC761794(NAD 83)
 EE0167_MARKER: DB = BENCH MARK DISK
 EE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0167_STAMPING: 1187.402 BUFORD 1932
 EE0167_MARK LOGO: CGS   
 EE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0167+STABILITY: SURFACE MOTION
 EE0167
 EE0167  HISTORY     - Date     Condition        Report By
 EE0167  HISTORY     - 1932     MONUMENTED       CGS
 EE0167  HISTORY     - 1959     GOOD             NGS
 EE0167  HISTORY     - 1982     GOOD             NGS
 EE0167
 EE0167                          STATION DESCRIPTION
 EE0167
 EE0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE0167'AT BUFORD.
 EE0167'AT BUFORD, IN THE CITY PARK, 30 YARDS EAST OF AND ACROSS MAIN
 EE0167'STREET FROM THE EAST CORNER OF THE SOUTHERN RAILWAY STATION, 43
 EE0167'YARDS SOUTHEAST OF AND ACROSS MAIN STREET FROM THE SOUTHEAST RAIL
 EE0167'OF SOUTHEAST MAIN TRACK, 1 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF
 EE0167'SOUTHEAST SIDEWALK OF MAIN STREET, 76 FEET NORTHEAST OF THE CENTER
 EE0167'LINE OF SCOTT STREET LEADING SOUTHEAST, 96 FEET SOUTHWEST OF THE
 EE0167'CENTER LINE OF GARNETT STREET, ABOUT LEVEL WITH THE SIDEWALK, AND
 EE0167'SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EE0167
 EE0167                          STATION RECOVERY (1982)
 EE0167
 EE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EE0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1763 ***********************************************************************
 ED1763  DESIGNATION -  BUFORD COUNTY STANDPIPE
 ED1763  PID         -  ED1763
 ED1763  STATE/COUNTY-  GA/GWINNETT
 ED1763  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1763
 ED1763                         *CURRENT SURVEY CONTROL
 ED1763  ___________________________________________________________________
 ED1763* NAD 83(1994)-  34 05 55.42757(N)    083 58 46.00497(W)     ADJUSTED  
 ED1763* NAVD 88     -                                                        
 ED1763  ___________________________________________________________________
 ED1763  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ED1763  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 ED1763
 ED1763  HORZ ORDER  -  THIRD
 ED1763
 ED1763.The horizontal coordinates were established by classical geodetic methods
 ED1763.and adjusted by the National Geodetic Survey in September 1997..
 ED1763
 ED1763
 ED1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1763
 ED1763.The geoid height was determined by GEOID03.
 ED1763
 ED1763;                    North         East     Units Scale Factor Converg.
 ED1763;SPC GA W     -   454,469.859   717,274.605   MT  0.99990368   +0 06 17.9
 ED1763;SPC GA W     - 1,491,039.86  2,353,258.43   sFT  0.99990368   +0 06 17.9
 ED1763;UTM  17      - 3,777,111.876   225,126.998   MT  1.00053148   -1 40 17.0
 ED1763;UTM  16      - 3,777,223.342   778,666.816   MT  1.00055737   +1 41 40.1
 ED1763
 ED1763                          SUPERSEDED SURVEY CONTROL
 ED1763
 ED1763  NAD 83(1986)-  34 05 55.43403(N)    083 58 46.00444(W) AD(       ) 4
 ED1763  NAD 27      -  34 05 55.06776(N)    083 58 46.34339(W) AD(       ) 3
 ED1763
 ED1763.Superseded values are not recommended for survey control.
 ED1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1763.See file dsdata.txt to determine how the superseded data were derived.
 ED1763
 ED1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2512777112(NAD 83)
 ED1763_MARKER: 52 = STANDPIPE TANK
 ED1763
 ED1763  HISTORY     - Date     Condition        Report By
 ED1763  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1763
 ED1763                          STATION DESCRIPTION
 ED1763
 ED1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1763'THE STATION IS THE APEX OF VENT ATOP THE BUFORD GWINNETT
 ED1763'COUNTY WATER STANDPIPE.  THE STANDPIPE HAS A CYLINDRICAL BODY
 ED1763'WITH A DOME TOP.  IT IS SILVER IN COLOR, 30 FEET IN DIAMETER,
 ED1763'AND APPROXIMATELY 100 FEET HIGH.
 ED1763'
 ED1763'LOCATED AIRLINE ABOUT 2-1/2 MILES SOUTHEAST OF BUFORD, 0.1
 ED1763'MILE WEST OF BOGAN ROAD, AND 75 FEET SOUTH OF THE CENTERLINE
 ED1763'OF MADDOX ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1639 ***********************************************************************
 EE1639  DESIGNATION -  BUFORD LANIER PARK TANK
 EE1639  PID         -  EE1639
 EE1639  STATE/COUNTY-  GA/HALL
 EE1639  USGS QUAD   -  BUFORD DAM (1985)
 EE1639
 EE1639                         *CURRENT SURVEY CONTROL
 EE1639  ___________________________________________________________________
 EE1639* NAD 83(1994)-  34 10 31.80589(N)    084 01 29.81834(W)     ADJUSTED  
 EE1639* NAVD 88     -                                                        
 EE1639  ___________________________________________________________________
 EE1639  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EE1639  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EE1639
 EE1639  HORZ ORDER  -  THIRD
 EE1639
 EE1639.The horizontal coordinates were established by classical geodetic methods
 EE1639.and adjusted by the National Geodetic Survey in September 1997..
 EE1639
 EE1639
 EE1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1639
 EE1639.The geoid height was determined by GEOID03.
 EE1639
 EE1639;                    North         East     Units Scale Factor Converg.
 EE1639;SPC GA W     -   462,978.157   713,064.218   MT  0.99990210   +0 04 46.6
 EE1639;SPC GA W     - 1,518,954.17  2,339,444.86   sFT  0.99990210   +0 04 46.6
 EE1639;UTM  16      - 3,785,616.819   774,218.972   MT  1.00052704   +1 40 20.0
 EE1639;UTM  17      - 3,785,752.266   221,180.112   MT  1.00055841   -1 42 01.1
 EE1639
 EE1639                          SUPERSEDED SURVEY CONTROL
 EE1639
 EE1639  NAD 83(1986)-  34 10 31.81257(N)    084 01 29.81854(W) AD(       ) 4
 EE1639  NAD 27      -  34 10 31.44923(N)    084 01 30.13830(W) AD(       ) 3
 EE1639
 EE1639.Superseded values are not recommended for survey control.
 EE1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1639.See file dsdata.txt to determine how the superseded data were derived.
 EE1639
 EE1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7421985617(NAD 83)
 EE1639_MARKER: 53 = ELEVATED TANK
 EE1639
 EE1639  HISTORY     - Date     Condition        Report By
 EE1639  HISTORY     - 1975     FIRST OBSERVED   NGS
 EE1639
 EE1639                          STATION DESCRIPTION
 EE1639
 EE1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 EE1639'THE STATION IS THE APEX OF THE VENT ATOP THE BUFORD LAKE LANIER
 EE1639'PARK WATER TANK.  THE TANK HAS A DOME TOP AND CONCAVE BOTTOM,
 EE1639'SUPPORTED BY NINE TUBULAR LEGS.  IT IS PASTEL GREEN IN COLOR AND
 EE1639'APPROXIMATELY 120 FEET HIGH.
 EE1639'
 EE1639'LOCATED AIRLINE ABOUT 4 MILES NORTH-NORTHWEST OF BUFORD, ON LAKE
 EE1639'LANIER ISLAND, AND ABOUT 120 FEET NORTHWEST OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1636 ***********************************************************************
 EE1636  DESIGNATION -  BUFORD N MUN TANK
 EE1636  PID         -  EE1636
 EE1636  STATE/COUNTY-  GA/GWINNETT
 EE1636  USGS QUAD   -  BUFORD DAM (1985)
 EE1636
 EE1636                         *CURRENT SURVEY CONTROL
 EE1636  ___________________________________________________________________
 EE1636* NAD 83(1994)-  34 07 38.56847(N)    084 00 16.96312(W)     ADJUSTED  
 EE1636* NAVD 88     -                                                        
 EE1636  ___________________________________________________________________
 EE1636  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EE1636  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1636
 EE1636  HORZ ORDER  -  THIRD
 EE1636
 EE1636.The horizontal coordinates were established by classical geodetic methods
 EE1636.and adjusted by the National Geodetic Survey in September 1997..
 EE1636
 EE1636
 EE1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1636
 EE1636.The geoid height was determined by GEOID03.
 EE1636
 EE1636;                    North         East     Units Scale Factor Converg.
 EE1636;SPC GA W     -   457,643.576   714,938.292   MT  0.99990275   +0 05 27.1
 EE1636;SPC GA W     - 1,501,452.30  2,345,593.38   sFT  0.99990275   +0 05 27.1
 EE1636;UTM  16      - 3,780,333.015   776,241.771   MT  1.00054077   +1 40 53.5
 EE1636;UTM  17      - 3,780,358.578   222,888.803   MT  1.00054671   -1 41 12.6
 EE1636
 EE1636                          SUPERSEDED SURVEY CONTROL
 EE1636
 EE1636  NAD 83(1986)-  34 07 38.57531(N)    084 00 16.96262(W) AD(       ) 4
 EE1636  NAD 27      -  34 07 38.20966(N)    084 00 17.29307(W) AD(       ) 3
 EE1636
 EE1636.Superseded values are not recommended for survey control.
 EE1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1636.See file dsdata.txt to determine how the superseded data were derived.
 EE1636
 EE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7624280333(NAD 83)
 EE1636_MARKER: 53 = ELEVATED TANK
 EE1636
 EE1636  HISTORY     - Date     Condition        Report By
 EE1636  HISTORY     - 1975     FIRST OBSERVED   NGS
 EE1636
 EE1636                          STATION DESCRIPTION
 EE1636
 EE1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 EE1636'THE STATION IS THE LIGHT ATOP THE BUFORD NORTH MUNICIPAL WATER
 EE1636'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 EE1636'HEMISPHERICAL BOTTOM, SUPPORTED BY FIVE TUBULAR LEGS.  IT IS PASTEL
 EE1636'GREEN IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 EE1636'
 EE1636'LOCATED AIRLINE ABOUT 1 MILE NORTH OF THE CENTER OF BUFORD,
 EE1636'AND ABOUT 70 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1646 ***********************************************************************
 EE1646  DESIGNATION -  BUFORD S MUN TANK
 EE1646  PID         -  EE1646
 EE1646  STATE/COUNTY-  GA/GWINNETT
 EE1646  USGS QUAD   -  SUWANEE (1992)
 EE1646
 EE1646                         *CURRENT SURVEY CONTROL
 EE1646  ___________________________________________________________________
 EE1646* NAD 83(1994)-  34 06 54.68129(N)    084 00 18.65629(W)     ADJUSTED  
 EE1646* NAVD 88     -                                                        
 EE1646  ___________________________________________________________________
 EE1646  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EE1646  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1646
 EE1646  HORZ ORDER  -  THIRD
 EE1646
 EE1646.The horizontal coordinates were established by classical geodetic methods
 EE1646.and adjusted by the National Geodetic Survey in September 1997..
 EE1646
 EE1646
 EE1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1646
 EE1646.The geoid height was determined by GEOID03.
 EE1646
 EE1646;                    North         East     Units Scale Factor Converg.
 EE1646;SPC GA W     -   456,291.372   714,897.048   MT  0.99990273   +0 05 26.1
 EE1646;SPC GA W     - 1,497,015.94  2,345,458.06   sFT  0.99990273   +0 05 26.1
 EE1646;UTM  16      - 3,778,979.324   776,238.071   MT  1.00054075   +1 40 50.6
 EE1646;UTM  17      - 3,779,007.434   222,805.585   MT  1.00054728   -1 41 11.6
 EE1646
 EE1646                          SUPERSEDED SURVEY CONTROL
 EE1646
 EE1646  NAD 83(1986)-  34 06 54.68791(N)    084 00 18.65577(W) AD(       ) 4
 EE1646  NAD 27      -  34 06 54.32527(N)    084 00 18.98740(W) AD(       ) 3
 EE1646
 EE1646.Superseded values are not recommended for survey control.
 EE1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1646.See file dsdata.txt to determine how the superseded data were derived.
 EE1646
 EE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7623878979(NAD 83)
 EE1646_MARKER: 53 = ELEVATED TANK
 EE1646
 EE1646  HISTORY     - Date     Condition        Report By
 EE1646  HISTORY     - 1975     FIRST OBSERVED   NGS
 EE1646
 EE1646                          STATION DESCRIPTION
 EE1646
 EE1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 EE1646'THE STATION IS THE LIGHT ATOP THE BUFORD SOUTH MUNICIPAL WATER
 EE1646'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND
 EE1646'HEMISPHERICAL BOTTOM, SUPPORTED BY SIX TUBULAR LEGS.  IT IS
 EE1646'PASTEL GREEN IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 EE1646'
 EE1646'LOCATED IN THE SOUTHWEST SECTION OF BUFORD AND 110 FEET NORTHEAST
 EE1646'OF THE CENTERLINE OF CHURCH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1635 ***********************************************************************
 EE1635  DESIGNATION -  BUFORD SOU BELL MICROWAVE
 EE1635  PID         -  EE1635
 EE1635  STATE/COUNTY-  GA/GWINNETT
 EE1635  USGS QUAD   -  BUFORD DAM (1985)
 EE1635
 EE1635                         *CURRENT SURVEY CONTROL
 EE1635  ___________________________________________________________________
 EE1635* NAD 83(1994)-  34 08 09.28451(N)    084 00 07.27876(W)     ADJUSTED  
 EE1635* NAVD 88     -                                                        
 EE1635  ___________________________________________________________________
 EE1635  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 EE1635  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1635
 EE1635  HORZ ORDER  -  THIRD
 EE1635
 EE1635.The horizontal coordinates were established by classical geodetic methods
 EE1635.and adjusted by the National Geodetic Survey in September 1997..
 EE1635
 EE1635
 EE1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1635
 EE1635.The geoid height was determined by GEOID03.
 EE1635
 EE1635;                    North         East     Units Scale Factor Converg.
 EE1635;SPC GA W     -   458,590.316   715,184.895   MT  0.99990284   +0 05 32.6
 EE1635;SPC GA W     - 1,504,558.40  2,346,402.44   sFT  0.99990284   +0 05 32.6
 EE1635;UTM  16      - 3,781,286.845   776,462.136   MT  1.00054227   +1 41 00.3
 EE1635;UTM  17      - 3,781,297.815   223,164.837   MT  1.00054482   -1 41 08.4
 EE1635
 EE1635                          SUPERSEDED SURVEY CONTROL
 EE1635
 EE1635  NAD 83(1986)-  34 08 09.29115(N)    084 00 07.27865(W) AD(       ) 4
 EE1635  NAD 27      -  34 08 08.92019(N)    084 00 07.61476(W) AD(       ) 3
 EE1635
 EE1635.Superseded values are not recommended for survey control.
 EE1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1635.See file dsdata.txt to determine how the superseded data were derived.
 EE1635
 EE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7646281287(NAD 83)
 EE1635_MARKER: 45 = MICROWAVE TOWER
 EE1635
 EE1635  HISTORY     - Date     Condition        Report By
 EE1635  HISTORY     - 1975     FIRST OBSERVED   NGS
 EE1635
 EE1635                          STATION DESCRIPTION
 EE1635
 EE1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 EE1635'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE BUFORD
 EE1635'SOUTHERN BELL MICROWAVE TOWER WQQ 56.  IT IS A FOUR-LEGGED
 EE1635'SKELETON STEEL TOWER, WITH TWO FAN SHAPED ANTENNAS NEAR THE TOP
 EE1635'AND TWO ABOUT THE MIDDLE OF TOWER, PAINTED ALTERNATELY RED AND
 EE1635'WHITE, AND APPROXIMATELY 212 FEET HIGH.
 EE1635'
 EE1635'LOCATED AIRLINE ABOUT 1.1 MILE NORTH OF THE CENTER OF BUFORD AND
 EE1635'ABOUT 0.05 MILE NORTHWEST OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1647 ***********************************************************************
 EE1647  DESIGNATION -  BUFORD SOU RWY MICROWAVE
 EE1647  PID         -  EE1647
 EE1647  STATE/COUNTY-  GA/GWINNETT
 EE1647  USGS QUAD   -  SUWANEE (1992)
 EE1647
 EE1647                         *CURRENT SURVEY CONTROL
 EE1647  ___________________________________________________________________
 EE1647* NAD 83(1994)-  34 07 09.91926(N)    084 00 26.63788(W)     ADJUSTED  
 EE1647* NAVD 88     -                                                        
 EE1647  ___________________________________________________________________
 EE1647  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EE1647  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1647
 EE1647  HORZ ORDER  -  THIRD
 EE1647
 EE1647.The horizontal coordinates were established by classical geodetic methods
 EE1647.and adjusted by the National Geodetic Survey in September 1997..
 EE1647
 EE1647
 EE1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1647
 EE1647.The geoid height was determined by GEOID03.
 EE1647
 EE1647;                    North         East     Units Scale Factor Converg.
 EE1647;SPC GA W     -   456,760.522   714,691.786   MT  0.99990266   +0 05 21.6
 EE1647;SPC GA W     - 1,498,555.15  2,344,784.63   sFT  0.99990266   +0 05 21.6
 EE1647;UTM  16      - 3,779,442.893   776,019.729   MT  1.00053926   +1 40 46.8
 EE1647;UTM  17      - 3,779,483.032   222,614.849   MT  1.00054858   -1 41 16.8
 EE1647
 EE1647                          SUPERSEDED SURVEY CONTROL
 EE1647
 EE1647  NAD 83(1986)-  34 07 09.92592(N)    084 00 26.63746(W) AD(       ) 4
 EE1647  NAD 27      -  34 07 09.56330(N)    084 00 26.96523(W) AD(       ) 3
 EE1647
 EE1647.Superseded values are not recommended for survey control.
 EE1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1647.See file dsdata.txt to determine how the superseded data were derived.
 EE1647
 EE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7602079443(NAD 83)
 EE1647_MARKER: 45 = MICROWAVE TOWER
 EE1647
 EE1647  HISTORY     - Date     Condition        Report By
 EE1647  HISTORY     - 1975     FIRST OBSERVED   NGS
 EE1647
 EE1647                          STATION DESCRIPTION
 EE1647
 EE1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 EE1647'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE BUFORD
 EE1647'SOUTHERN RAILWAY SYSTEM MICROWAVE TOWER KSM 95.  THE TOWER IS
 EE1647'A THREE-LEGGED SKELETON STEEL STRUCTURE, WITH ONE FAN SHAPED
 EE1647'ANTENNA AT THE TOP, PAINTED ALTERNATELY RED AND WHITE AND ABOUT
 EE1647'200 FEET HIGH.
 EE1647'
 EE1647'LOCATED IN THE APPROXIMATE CENTER OF BUFORD, 57 FEET SOUTHEAST
 EE1647'OF THE CENTERLINE OF TRACK, AND 45 FEET NORTHWEST OF THE
 EE1647'CENTERLINE OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2585 ***********************************************************************
 BD2585  DESIGNATION -  BUGABOO
 BD2585  PID         -  BD2585
 BD2585  STATE/COUNTY-  GA/WARE
 BD2585  USGS QUAD   -  BILLYS ISLAND (1994)
 BD2585
 BD2585                         *CURRENT SURVEY CONTROL
 BD2585  ___________________________________________________________________
 BD2585* NAD 83(1994)-  30 45 24.44935(N)    082 16 20.84177(W)     ADJUSTED  
 BD2585* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 BD2585  ___________________________________________________________________
 BD2585  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BD2585  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BD2585
 BD2585  HORZ ORDER  -  THIRD
 BD2585
 BD2585.The horizontal coordinates were established by classical geodetic methods
 BD2585.and adjusted by the National Geodetic Survey in September 1997..
 BD2585
 BD2585.The orthometric height was scaled from a topographic map.
 BD2585
 BD2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2585
 BD2585.The geoid height was determined by GEOID03.
 BD2585
 BD2585;                    North         East     Units Scale Factor Converg.
 BD2585;SPC GA E     -    83,893.427   189,872.123   MT  0.99990126   -0 03 14.8
 BD2585;SPC GA E     -   275,240.35    622,938.79   sFT  0.99990126   -0 03 14.8
 BD2585;SPC FL E     -   712,451.601    78,170.048   MT  1.00012421   -0 39 02.9
 BD2585;SPC FL E     - 2,337,434.96    256,462.90   sFT  1.00012421   -0 39 02.9
 BD2585;UTM  17      - 3,403,340.496   378,211.616   MT  0.99978297   -0 39 02.9
 BD2585
 BD2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2585!SPC GA E     -   0.99999866  x   0.99990126  =   0.99989992
 BD2585!SPC FL E     -   0.99999866  x   1.00012421  =   1.00012287
 BD2585!UTM  17      -   0.99999866  x   0.99978297  =   0.99978163
 BD2585
 BD2585|---------------------------------------------------------------------|
 BD2585| PID    Reference Object                     Distance      Geod. Az  |
 BD2585|                                                           dddmmss.s |
 BD2585| CW4709 BUGABOO RM 1                         19.200 METERS 19040     |
 BD2585| BD2586 HONEY                               APPROX.10.1 KM 2680733.1 |
 BD2585| CW4710 BUGABOO RM 2                         21.050 METERS 28113     |
 BD2585|---------------------------------------------------------------------|
 BD2585
 BD2585                          SUPERSEDED SURVEY CONTROL
 BD2585
 BD2585  NAD 83(1986)-  30 45 24.46434(N)    082 16 20.84950(W) AD(       ) 3
 BD2585  NAD 27      -  30 45 23.65930(N)    082 16 21.38502(W) AD(       ) 3
 BD2585
 BD2585.Superseded values are not recommended for survey control.
 BD2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2585.See file dsdata.txt to determine how the superseded data were derived.
 BD2585
 BD2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ7821203340(NAD 83)
 BD2585_MARKER: DD = SURVEY DISK
 BD2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2585
 BD2585  HISTORY     - Date     Condition        Report By
 BD2585  HISTORY     - 1963     MONUMENTED       USGS
 BD2585
 BD2585                          STATION DESCRIPTION
 BD2585
 BD2585'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BD2585'TO REACH STATION BUGABOO, PROCEED TO THE SW. CORNER OF BUGABOO
 BD2585'ISLAND, OKEFENOKEE SWAMP, GEORGIA.  STATION IS LOCATED IN A SMALL
 BD2585'CLEARING SURROUNDED BY APPROXIMATELY 2O FT HIGH PINE TREES.  STATION
 BD2585'IS MARKED BY 4 BY 4-IN. WHITE POST 4 FT HIGH.
 BD2585'
 BD2585'STATION IS MARKED BY A STANDARD USGS DISK SET IN 9 BY 9-IN. CONCRETE
 BD2585'POST FLUSH WITH GROUND, STAMPED---BUGABOO 30 ENGR BN 1963---.
 BD2585'
 BD2585'INSTRUMENT STAND WAS 31 METERS ABOVE STATION.
 BD2585'
 BD2585'AZIMUTH MARK, 2.0 METERS
 BD2585'N 20 DEG E. TO 50 FT DEAD SNAG.  MARKED WITH WHITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2387 ***********************************************************************
 BC2387  DESIGNATION -  BUIE
 BC2387  PID         -  BC2387
 BC2387  STATE/COUNTY-  GA/CAMDEN
 BC2387  USGS QUAD   -  BURNT FORT (1993)
 BC2387
 BC2387                         *CURRENT SURVEY CONTROL
 BC2387  ___________________________________________________________________
 BC2387* NAD 83(1994)-  30 56 10.98196(N)    081 53 20.94469(W)     ADJUSTED  
 BC2387* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 BC2387  ___________________________________________________________________
 BC2387  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BC2387  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BC2387
 BC2387  HORZ ORDER  -  FIRST
 BC2387
 BC2387.The horizontal coordinates were established by classical geodetic methods
 BC2387.and adjusted by the National Geodetic Survey in September 1997..
 BC2387
 BC2387.The orthometric height was scaled from a topographic map.
 BC2387
 BC2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2387
 BC2387.The geoid height was determined by GEOID03.
 BC2387
 BC2387;                    North         East     Units Scale Factor Converg.
 BC2387;SPC GA E     -   103,830.510   226,518.876   MT  0.99990867   +0 08 33.6
 BC2387;SPC GA E     -   340,650.60    743,170.68   sFT  0.99990867   +0 08 33.6
 BC2387;SPC FL E     -   732,008.327   115,029.318   MT  1.00003021   -0 27 25.7
 BC2387;SPC FL E     - 2,401,597.32    377,392.02   sFT  1.00003021   -0 27 25.7
 BC2387;UTM  17      - 3,422,890.550   415,058.310   MT  0.99968900   -0 27 25.7
 BC2387
 BC2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2387!SPC GA E     -   1.00000152  x   0.99990867  =   0.99991019
 BC2387!SPC FL E     -   1.00000152  x   1.00003021  =   1.00003173
 BC2387!UTM  17      -   1.00000152  x   0.99968900  =   0.99969052
 BC2387
 BC2387|---------------------------------------------------------------------|
 BC2387| PID    Reference Object                     Distance      Geod. Az  |
 BC2387|                                                           dddmmss.s |
 BC2387| CW4712 BUIE RM 1                            43.708 METERS 03340     |
 BC2387| BC2383 HEBARD                              APPROX. 8.4 KM 1832250.7 |
 BC2387| CW4711 BUIE AZ MK                                         1962820.4 |
 BC2387| CW4713 BUIE RM 2                            30.267 METERS 28104     |
 BC2387|---------------------------------------------------------------------|
 BC2387
 BC2387                          SUPERSEDED SURVEY CONTROL
 BC2387
 BC2387  NAD 83(1994)-  30 56 10.99420(N)    081 53 20.94643(W) AD(       ) 1
 BC2387  NAD 83(1986)-  30 56 10.99703(N)    081 53 20.94992(W) AD(       ) 1
 BC2387  NAD 27      -  30 56 10.16400(N)    081 53 21.54900(W) AD(       ) 1
 BC2387
 BC2387.Superseded values are not recommended for survey control.
 BC2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2387.See file dsdata.txt to determine how the superseded data were derived.
 BC2387
 BC2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1505822891(NAD 83)
 BC2387_MARKER: DS = TRIANGULATION STATION DISK
 BC2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BC2387
 BC2387  HISTORY     - Date     Condition        Report By
 BC2387  HISTORY     - 1935     MONUMENTED       CGS
 BC2387  HISTORY     - 1954     GOOD             CGS
 BC2387
 BC2387                          STATION DESCRIPTION
 BC2387
 BC2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2387'ABOUT 9.8 MILES NORTHEAST OF FOLKSTON, ABOUT 7 MILES NORTH OF
 BC2387'COLERAINE, ON PROPERTY BELONGING TO J.O. BUIE ESTATE, 100 FEET EAST
 BC2387'OF SHINGLED SHED, 8 PACES WEST OF CENTER LINE OF ROAD AND 8 PACES
 BC2387'NORTHWEST OF 24-INCH DEAD PINE SNAG.  TO REACH FROM FOLKSTON, TURN
 BC2387'NORTH FROM U.S. HIGHWAY 1 AT SERVICE STATION OPPOSITE COURTHOUSE AND
 BC2387'GO ONE-HALF BLOCK. TURN RIGHT AND GO 0.25 MILE ALONG IRON PICKET
 BC2387'FENCE TO Y.  BEAR LEFT AND GO 1.35 MILES TO CROSSROADS.  CONTINUE
 BC2387'STRAIGHT AND GO 5.55 MILES TO Y.  BEAR RIGHT AND GO 4.45 MILES TO
 BC2387'BURNT FORT TOLL BRIDGE.  CROSS BRIDGE, CONTINUE TO BUIES STORE.
 BC2387'TURN RIGHT AND GO 0.1 MILE UP HILL TO BUIES HOUSE. GO STRAIGHT AHEAD
 BC2387'THROUGH GATE TO RIGHT OF TWO GARAGES.  CONTINUE ON MAIN-TRAVELED
 BC2387'ROAD 0.95 MILE TO OLD SHINGLED SHED ON RIGHT (VISIBLE FROM ROAD),
 BC2387'AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 BC2387'CONCRETE.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 BC2387'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 BC2387'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 8 PACES EAST OF CENTER
 BC2387'LINE OF ROAD AND 143.40 FEET NORTH-NORTHEAST OF STATION N 33
 BC2387'DEG 40 MIN E.  NO. 2 PROJECTS 6 INCHES, IS 1 FOOT EAST OF
 BC2387'SOUTHEAST CORNER OF SHINGLED SHED AND 99.30 FEET WEST OF STATION
 BC2387'N 78 DEG 56 MIN W.  AZIMUTH MARK PROJECTS 6 INCHES, IS ABOUT
 BC2387'130 YARDS NORTH OF DWELLING HOUSE, 6 PACES EAST OF CENTER LINE OF
 BC2387'ROAD AND 0.15 MILE SOUTH OF STATION S 16 DEG 28 MIN W.
 BC2387
 BC2387                          STATION RECOVERY (1954)
 BC2387
 BC2387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2387'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 BC2387'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 BC2387'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE DISTANCE TO
 BC2387'THE AZIMUTH MARK WAS MEASURED, AND IS 816.5 FT.  THE PUBLISHED
 BC2387'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2387'
 BC2387'THE STATION IS LOCATED 1.0 MI. S OF BURNT FORT, 0.75 MI. E OF THE
 BC2387'SATILLA RIVER, ON THE PROPERTY OF J.O. BUIE, 154.0 FT. NW OF A FENCE
 BC2387'CORNER, 100.5 FT. E OF THE SE CORNER OF A SMALL SHINGLED SHED, AND
 BC2387'23.0 FT. W OF THE CENTER OF THE ROAD.  THE MARK IS A STANDARD DISK,
 BC2387'STAMPED BUIE 1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT WHICH
 BC2387'PROJECTS 4 IN.
 BC2387'
 BC2387'REFERENCE MARK 1 IS NE OF THE STATION, 98.0 FT. SE OF A POWER
 BC2387'POLE, AND 15.5 FT. E OF THE CENTER OF THE ROAD.  THE MARK IS A
 BC2387'STANDARD REFERENCE-MARK DISK, STAMPED BUIE 1935 NO 1 AND SET IN A
 BC2387'12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 1 IN.
 BC2387'
 BC2387'REFERENCE MARK 2 IS W OF THE STATION, 122.0 FT. W OF THE CENTER OF
 BC2387'THE ROAD, AND 1.0 FT. E OF THE SE CORNER OF THE SHED.  THE MARK IS A
 BC2387'STANDARD REFERENCE-MARK DISK, STAMPED BUIE 1935 NO 2 AND SET IN A
 BC2387'12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 6 IN.
 BC2387'
 BC2387'THE AZIMUTH MARK IS S OF THE STATION, IN AN OPEN PASTURE, ABOUT 150
 BC2387'YD. N OF A HOUSE, 131.3 FT. S OF THE GATE AT A FENCE CORNER, 46.5 FT.
 BC2387'E OF THE CENTERLINE OF THE MAIN TRAVELED ROAD, AND 35.0 FT. NE OF
 BC2387'THE N OAK IN A ROW OF LARGE OAK TREES.  THE MARK IS A STANDARD
 BC2387'REFERENCE-MARK DISK, STAMPED BUIE 1935 AZ MK AND SET IN A 12-IN.
 BC2387'ROUND CONCRETE MONUMENT WHICH PROJECTS 8 IN.
 BC2387'
 BC2387'TO REACH FROM WHITE OAK, AT THE INTERSECTION OF U.S. HIGHWAY 17 AND
 BC2387'STATE HIGHWAY 252, TRAVEL SW ON HIGHWAY 252 FOR 12.8 MI. TO BURNT
 BC2387'FORT, TURN LEFT AT A STORE AND PROCEED 0.1 MI. TO THE TOP OF THE
 BC2387'HILL, CONTINUE STRAIGHT ON A SAND ROAD ALONG THE W SIDE OF A FIELD
 BC2387'FOR 0.9 MI. TO A SHINGLED SHED W OF THE ROAD AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1646 ***********************************************************************
 CL1646  DESIGNATION -  BULL
 CL1646  PID         -  CL1646
 CL1646  STATE/COUNTY-  GA/BIBB
 CL1646  USGS QUAD   -  MACON WEST (1985)
 CL1646
 CL1646                         *CURRENT SURVEY CONTROL
 CL1646  ___________________________________________________________________
 CL1646* NAD 83(1994)-  32 50 15.90438(N)    083 38 43.45588(W)     ADJUSTED  
 CL1646* NAVD 88     -       131.971  (meters)     432.97   (feet)  POSTED    
 CL1646  ___________________________________________________________________
 CL1646  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CL1646  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CL1646  DYNAMIC HT  -         131.830 (meters)     432.51  (feet)  COMP
 CL1646  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CL1646
 CL1646  HORZ ORDER  -  FIRST
 CL1646  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CL1646
 CL1646.The horizontal coordinates were established by classical geodetic methods
 CL1646.and adjusted by the National Geodetic Survey in September 1997..
 CL1646
 CL1646.The orthometric height was determined by differential leveling
 CL1646.and adjusted by the National Geodetic Survey in 1992..
 CL1646.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CL1646.rate of 3.1 thru 4.0 mm/km.
 CL1646
 CL1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1646
 CL1646.The geoid height was determined by GEOID03.
 CL1646
 CL1646.The dynamic height is computed by dividing the NAVD 88
 CL1646.geopotential number by the normal gravity value computed on the
 CL1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1646.degrees latitude (g = 980.6199 gals.).
 CL1646
 CL1646.The modeled gravity was interpolated from observed gravity values.
 CL1646
 CL1646;                    North         East     Units Scale Factor Converg.
 CL1646;SPC GA W     -   314,729.673   748,797.998   MT  0.99992935   +0 16 57.6
 CL1646;SPC GA W     - 1,032,575.60  2,456,681.43   sFT  0.99992935   +0 16 57.6
 CL1646;UTM  17      - 3,636,401.289   252,389.510   MT  1.00035605   -1 26 06.8
 CL1646
 CL1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1646!SPC GA W     -   0.99998353  x   0.99992935  =   0.99991288
 CL1646!UTM  17      -   0.99998353  x   1.00035605  =   1.00033957
 CL1646
 CL1646:                Primary Azimuth Mark                     Grid Az
 CL1646:SPC GA W     -  DE SALES 1917                            126 00 35.8
 CL1646:UTM  17      -  DE SALES 1917                            127 43 40.2
 CL1646
 CL1646|---------------------------------------------------------------------|
 CL1646| PID    Reference Object                     Distance      Geod. Az  |
 CL1646|                                                           dddmmss.s |
 CL1646| CL2607 DE SALES 1917                       APPROX. 0.6 KM 1261733.4 |
 CL1646| CY7398 BULL RM                                            24749     |
 CL1646| CL1094 PERL                                379.185 METERS 29212     |
 CL1646|---------------------------------------------------------------------|
 CL1646
 CL1646                          SUPERSEDED SURVEY CONTROL
 CL1646
 CL1646  NAD 83(1986)-  32 50 15.90873(N)    083 38 43.45482(W) AD(       ) 1
 CL1646  NAD 27      -  32 50 15.41100(N)    083 38 43.80300(W) AD(       ) 1
 CL1646
 CL1646.Superseded values are not recommended for survey control.
 CL1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1646.See file dsdata.txt to determine how the superseded data were derived.
 CL1646
 CL1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5239036401(NAD 83)
 CL1646_MARKER: DS = TRIANGULATION STATION DISK
 CL1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1646
 CL1646  HISTORY     - Date     Condition        Report By
 CL1646  HISTORY     - 1917     MONUMENTED       CGS
 CL1646  HISTORY     - 1936     GOOD             CGS
 CL1646  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CL1646  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1646
 CL1646                          STATION DESCRIPTION
 CL1646
 CL1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CL1646'ON THE CENTRAL OF GEORGIA RIGHT-OF-WAY, ABOUT 1-1/2 MILES NORTH
 CL1646'OF THE TERMINAL DEPOT IN MACON, ON THE EAST SHOULDER OF A HIGH
 CL1646'RAILWAY FILL, 12-1/2 RAILS SOUTHEAST OF RAILWAY SEMAPHORE 1939,
 CL1646'4-1/8 RAILS SOUTHEAST OF A NORTH BOUND WHISTLE POST, AND 7
 CL1646'FEET NORTHEAST OF THE EAST RAIL.  REFERENCE MARK IS A STANDARD DISK
 CL1646'SET IN A SQUARE CONCRETE MONUMENT,
 CL1646'AND IS IN GRID AZIMUTH 67 DEG 32 MIN FROM STATION.
 CL1646'NO DISTANCE STATED.
 CL1646
 CL1646                          STATION RECOVERY (1954)
 CL1646
 CL1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1646'THE SURFACE MARK HAS BEEN DESTROYED.  THE DISK WAS NOT FOUND.
 CL1646'THE REFERENCE MARK WAS NOT FOUND.  THE SUBSURFACE MARK WAS
 CL1646'FOUND DISTURBED AND WAS TILTED ON ITS SIDE.  NO NEW STATION MARK
 CL1646'WAS SET AS THE ACCURACY OF THE POINT WAS NOT KNOWN.
 CL1646'
 CL1646'LOCATED 13 RAILS SE OF MILEPOST S 194, 0.45 MI. SE OF HOLT
 CL1646'AVENUE IN VINEVILLE, ALONG THE CENTRAL OF GEORGIA RAILROAD.
 CL1646'IT IS 4 RAILS SE OF THE N BOUND WHISTLE POST FOR HOLT AVENUE,
 CL1646'105 FT. SE OF N BOUND SIGNAL 12 R, 7 FT. NE OF THE NE RAIL,
 CL1646'AND 1 FT. NW OF A 1/2-IN. LEAD PIPE DRIVEN IN THE GROUND.
 CL1646'
 CL1646'THIS IS A TRAVERSE STATION.
 CL1646
 CL1646                          STATION RECOVERY (1955)
 CL1646
 CL1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CRM)
 CL1646'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1465 ***********************************************************************
 CL1465  DESIGNATION -  BULLARD=X 18
 CL1465  PID         -  CL1465
 CL1465  STATE/COUNTY-  GA/TWIGGS
 CL1465  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL1465
 CL1465                         *CURRENT SURVEY CONTROL
 CL1465  ___________________________________________________________________
 CL1465* NAD 83(1994)-  32 38 56.08836(N)    083 31 36.90975(W)     ADJUSTED  
 CL1465* NAVD 88     -        79.852  (meters)     261.98   (feet)  POSTED    
 CL1465  ___________________________________________________________________
 CL1465  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CL1465  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CL1465  DYNAMIC HT  -          79.760 (meters)     261.68  (feet)  COMP
 CL1465  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CL1465
 CL1465  HORZ ORDER  -  FIRST
 CL1465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1465
 CL1465.The horizontal coordinates were established by classical geodetic methods
 CL1465.and adjusted by the National Geodetic Survey in September 1997..
 CL1465
 CL1465.The orthometric height was determined by differential leveling
 CL1465.and adjusted by the National Geodetic Survey in 1992..
 CL1465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1465.rate of 0.0 thru 1.0 mm/km.
 CL1465
 CL1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1465
 CL1465.The geoid height was determined by GEOID03.
 CL1465
 CL1465.The dynamic height is computed by dividing the NAVD 88
 CL1465.geopotential number by the normal gravity value computed on the
 CL1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1465.degrees latitude (g = 980.6199 gals.).
 CL1465
 CL1465.The modeled gravity was interpolated from observed gravity values.
 CL1465
 CL1465;                    North         East     Units Scale Factor Converg.
 CL1465;SPC GA W     -   293,850.073   760,016.626   MT  0.99994440   +0 20 42.5
 CL1465;SPC GA W     -   964,073.11  2,493,487.88   sFT  0.99994440   +0 20 42.5
 CL1465;UTM  17      - 3,615,187.356   262,982.902   MT  1.00029277   -1 21 50.0
 CL1465
 CL1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1465!SPC GA W     -   0.99999173  x   0.99994440  =   0.99993613
 CL1465!UTM  17      -   0.99999173  x   1.00029277  =   1.00028450
 CL1465
 CL1465:                Primary Azimuth Mark                     Grid Az
 CL1465:SPC GA W     -  ADAMS=T 18                               173 36 07.3
 CL1465:UTM  17      -  ADAMS=T 18                               175 18 39.8
 CL1465
 CL1465|---------------------------------------------------------------------|
 CL1465| PID    Reference Object                     Distance      Geod. Az  |
 CL1465|                                                           dddmmss.s |
 CL1465| CL1463 ADAMS=T 18                          APPROX. 6.0 KM 1735649.8 |
 CL1465| CY7399 BULLARD RM                                         26238     |
 CL1465|---------------------------------------------------------------------|
 CL1465
 CL1465                          SUPERSEDED SURVEY CONTROL
 CL1465
 CL1465  NAD 83(1986)-  32 38 56.09149(N)    083 31 36.91242(W) AD(       ) 1
 CL1465  NAD 27      -  32 38 55.56500(N)    083 31 37.26500(W) AD(       ) 1
 CL1465
 CL1465.Superseded values are not recommended for survey control.
 CL1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1465.See file dsdata.txt to determine how the superseded data were derived.
 CL1465
 CL1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6298315187(NAD 83)
 CL1465_MARKER: DS = TRIANGULATION STATION DISK
 CL1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1465
 CL1465  HISTORY     - Date     Condition        Report By
 CL1465  HISTORY     - 1917     MONUMENTED       CGS
 CL1465  HISTORY     - 1922     GOOD             CGS
 CL1465  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1465  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1465
 CL1465                          STATION DESCRIPTION
 CL1465
 CL1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1465'ABOUT 1-1/2 MILES NORTH OF BULLARD, 2 RAILS SOUTH OF NORTH
 CL1465'WHISTLING POST FOR BULLARD STATION, ON LEFT SIDE OF SOUTHERN
 CL1465'RAILWAY TRACK, 16 RAILS SOUTH OF MILEPOST 255, 2.28 METERS
 CL1465'(7.5 FEET) FROM RAIL, AND IN FRONT OF PROPERTY OF JOHN BARCLAY.
 CL1465'SURFACE MARK IS STANDARD DISK IN CONCRETE.  UNDERGROUND
 CL1465'MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS LARGE
 CL1465'NAIL IN SQUARE CONCRETE POST, 5.45 METERS (17.9 FEET) FROM
 CL1465'STATION IN GRID AZIMUTH 82 DEG 16 MIN.
 CL1465
 CL1465                          STATION RECOVERY (1954)
 CL1465
 CL1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL1465'NEITHER THE STATION NOR THE REFERENCE MARK WAS RECOVERED
 CL1465'AFTER CONSIDERABLE SEARCHING AND PROBING.
 CL1465'
 CL1465'THIS IS A TRAVERSE STATION.
 CL1465
 CL1465                          STATION RECOVERY (1955)
 CL1465
 CL1465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JBS)
 CL1465'DUG FOR AT THE GIVEN MEASUREMENTS BUT COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2374 ***********************************************************************
 BC2374  DESIGNATION -  BULLHEAD
 BC2374  PID         -  BC2374
 BC2374  STATE/COUNTY-  GA/CAMDEN
 BC2374  USGS QUAD   -  JERUSALEM (1993)
 BC2374
 BC2374                         *CURRENT SURVEY CONTROL
 BC2374  ___________________________________________________________________
 BC2374* NAD 83(1994)-  30 53 09.56495(N)    081 50 49.79559(W)     ADJUSTED  
 BC2374* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BC2374  ___________________________________________________________________
 BC2374  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BC2374  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BC2374
 BC2374  HORZ ORDER  -  SECOND
 BC2374
 BC2374.The horizontal coordinates were established by classical geodetic methods
 BC2374.and adjusted by the National Geodetic Survey in September 1997..
 BC2374
 BC2374.The orthometric height was scaled from a topographic map.
 BC2374
 BC2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2374
 BC2374.The geoid height was determined by GEOID03.
 BC2374
 BC2374;                    North         East     Units Scale Factor Converg.
 BC2374;SPC GA E     -    98,254.738   230,546.992   MT  0.99991151   +0 09 50.4
 BC2374;SPC GA E     -   322,357.42    756,386.26   sFT  0.99991151   +0 09 50.4
 BC2374;UTM  17      - 3,417,274.211   419,026.987   MT  0.99968088   -0 26 05.6
 BC2374
 BC2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2374!SPC GA E     -   1.00000404  x   0.99991151  =   0.99991555
 BC2374!UTM  17      -   1.00000404  x   0.99968088  =   0.99968492
 BC2374
 BC2374:                Primary Azimuth Mark                     Grid Az
 BC2374:SPC GA E     -  BULLHEAD AZ MK                           055 21 03.2
 BC2374:UTM  17      -  BULLHEAD AZ MK                           055 56 59.2
 BC2374
 BC2374|---------------------------------------------------------------------|
 BC2374| PID    Reference Object                     Distance      Geod. Az  |
 BC2374|                                                           dddmmss.s |
 BC2374| CW4714 BULLHEAD AZ MK                                     0553053.6 |
 BC2374| CW4715 BULLHEAD RM 1                        28.450 METERS 08208     |
 BC2374| CW4716 BULLHEAD RM 2                        48.506 METERS 16846     |
 BC2374| BC2383 HEBARD                              APPROX. 5.3 KM 2383654.8 |
 BC2374|---------------------------------------------------------------------|
 BC2374
 BC2374                          SUPERSEDED SURVEY CONTROL
 BC2374
 BC2374  NAD 83(1994)-  30 53 09.57665(N)    081 50 49.79781(W) AD(       ) 2
 BC2374  NAD 83(1986)-  30 53 09.57948(N)    081 50 49.80166(W) AD(       ) 2
 BC2374  NAD 27      -  30 53 08.74100(N)    081 50 50.40800(W) AD(       ) 2
 BC2374
 BC2374.Superseded values are not recommended for survey control.
 BC2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2374.See file dsdata.txt to determine how the superseded data were derived.
 BC2374
 BC2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1902717274(NAD 83)
 BC2374_MARKER: DS = TRIANGULATION STATION DISK
 BC2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BC2374
 BC2374  HISTORY     - Date     Condition        Report By
 BC2374  HISTORY     - 1935     MONUMENTED       CGS
 BC2374  HISTORY     - 1954     GOOD             CGS
 BC2374
 BC2374                          STATION DESCRIPTION
 BC2374
 BC2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2374'ABOUT 10.5 MILES EAST-NORTHEAST OF FOLKSTON, 6.3 MILES (AIR LINE)
 BC2374'SOUTH OF JERUSALEM, AT BULLHEAD BLUFF ON SATILLA RIVER, ON PROPERTY
 BC2374'BELONGING TO D.L. HEBARD, APPROXIMATELY 75 YARDS WEST OF HOUSE AND 14
 BC2374'PACES SOUTH OF RIVER BANK.  TO REACH FROM U.S. HIGHWAY 1 AT
 BC2374'FOLKSTON, TURN EAST BETWEEN COURTHOUSE AND SCHOOL ON STATE HIGHWAY
 BC2374'40 AND GO 7.7 MILES TO Y-INTERSECTION WITH STATE HIGHWAY 110.  TURN
 BC2374'LEFT ON STATE HIGHWAY 110 AND GO 4.7 MILES TO OLD STORE AND
 BC2374'SCHOOLHOUSE.  GO 0.05 MILE BEYOND OVERFLOWING WELL.  TURN LEFT AND
 BC2374'GO 0.15 MILE TO GATE.  GO THROUGH GATE AND KEEP ON MAIN-TRAVELED
 BC2374'ROAD 0.7 MILE TO Y.  BEAR RIGHT AND GO 0.9 MILE TO STATION.
 BC2374'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BC2374'UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH
 BC2374'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE
 BC2374'MARK NO. 1 PROJECTS 6 INCHES, IS 5 PACES SOUTH OF RIVER BANK, 3
 BC2374'PACES SOUTH OF PATH LEADING TO HOUSE AND 93.34 FEET EAST OF STATION
 BC2374'N 82 DEG 08 MIN E.  NO. 2 PROJECTS 6 INCHES, IS 10 PACES
 BC2374'NORTH OF 24-INCH PINE TREE, 5 PACES NORTHWEST OF CENTER LINE OF ROAD
 BC2374'AND 159.14 FEET SOUTH OF STATION S 11 DEG 14 MIN E.
 BC2374'AZIMUTH MARK IS 15 PACES SOUTHEAST OF OLD WAREHOUSE, 1 PACE WEST OF
 BC2374'10-INCH SWEET GUM TREE AND 0.15 MILE NORTHEAST OF STATION
 BC2374'N 55 DEG 31 MIN E.
 BC2374
 BC2374                          STATION RECOVERY (1954)
 BC2374
 BC2374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2374'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 BC2374'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 BC2374'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT. THE PUBLISHED
 BC2374'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2374'
 BC2374'THE STATION IS LOCATED ON THE S SHORE OF SATILLA RIVER, AT BULLHEAD
 BC2374'BLUFF, ON THE PROPERTY OF D.B. MANNING, NEAR THE RIVER BLUFF BETWEEN
 BC2374'THE LARGE DWELLING HOUSE AND A SMALLER ONE TO THE W, ABOUT 300 FT. W
 BC2374'OF THE LARGE HOUSE, 62.1 FT. E-SE OF THE CORNER OF THE SMALL HOUSE,
 BC2374'56.4 FT. NW OF A 20-IN. OAK TREE, 52.8 FT. SW OF AN 18-IN. PINE TREE
 BC2374'ON THE BLUFF, AND 46.0 FT. S OF THE MEAN HIGH-WATERLINE.  THE MARK IS
 BC2374'A STANDARD DISK, STAMPED BULLHEAD 1935 AND SET IN A 12-IN. ROUND
 BC2374'CONCRETE MONUMENT WHICH PROJECTS 6 IN.
 BC2374'
 BC2374'REFERENCE MARK 1 IS E OF THE STATION, 23.3 FT. W OF A 6-IN. OAK
 BC2374'TREE ON THE S EDGE OF THE ROAD, AND 22.0 FT. S OF A FORKED 12-IN.
 BC2374'PINE TREE.  THE MARK IS A REFERENCE-MARK DISK, STAMPED BULLHEAD NO 1
 BC2374'1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 4 IN.
 BC2374'
 BC2374'REFERENCE MARK 2 IS S OF THE STATION, 39.5 FT. NW OF A 24-IN. OAK
 BC2374'TREE, AND 20.0 FT. N OF THE CENTER OF THE ROAD.  THE MARK IS A
 BC2374'REFERENCE-MARK DISK, STAMPED BULLHEAD NO 2 1935 AND SET IN A 12-IN.
 BC2374'ROUND CONCRETE MONUMENT PROJECTING 1 IN.
 BC2374'
 BC2374'THE AZIMUTH MARK IS ABOUT 0.15 MI. NE OF THE STATION, JUST E OF AN
 BC2374'OLD WHARF RUINS, NEAR THE W BANK OF A SLOUGH ENTERING THE RIVER AT
 BC2374'THE W EDGE OF THE SWAMP, 59.7 FT. S OF AN 18-IN. CYPRESS TREE WHICH
 BC2374'IS NEAR THE MEAN HIGH-WATERLINE, AND 3.5 FT. W OF A 16-IN. SWEET GUM
 BC2374'TREE.  THE MARK IS A REFERENCE-MARK DISK, STAMPED BULLHEAD AZ MK
 BC2374'1935 AND SET IN A 12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 BC2374'IN.
 BC2374'
 BC2374'TO REACH THE STATION FROM THE COURTHOUSE IN WOODBINE, TRAVEL W ON
 BC2374'FOURTH STREET FOR 0.3 MI. TO GEORGIA HIGHWAY 110, PROCEED SW ON
 BC2374'HIGHWAY 110 FOR 8.9 MI. TO A FORK AND SCHOOLHOUSE, KEEP RIGHT FOR
 BC2374'1.4 MI. TO A WOODS ROAD LEADING N, FOLLOW THE WOODS ROAD FOR 0.15
 BC2374'MI. TO A FORK, KEEP RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.0
 BC2374'MI. TO A FORK ON THE S SIDE OF THE SWAMP, KEEP RIGHT FOR 0.7 MI. TO A
 BC2374'DWELLING ON THE RIVER AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0295 ***********************************************************************
 DF0295  DESIGNATION -  BURANY
 DF0295  PID         -  DF0295
 DF0295  STATE/COUNTY-  GA/HANCOCK
 DF0295  USGS QUAD   -  SPARTA (1987)
 DF0295
 DF0295                         *CURRENT SURVEY CONTROL
 DF0295  ___________________________________________________________________
 DF0295* NAD 83(1994)-  33 16 53.19107(N)    082 57 12.52508(W)     ADJUSTED  
 DF0295* NAVD 88     -       169.314  (meters)     555.49   (feet)  ADJUSTED  
 DF0295  ___________________________________________________________________
 DF0295  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DF0295  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF0295  DYNAMIC HT  -         169.133 (meters)     554.90  (feet)  COMP
 DF0295  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DF0295
 DF0295  HORZ ORDER  -  SECOND
 DF0295  VERT ORDER  -  FIRST     CLASS II
 DF0295
 DF0295.The horizontal coordinates were established by classical geodetic methods
 DF0295.and adjusted by the National Geodetic Survey in September 1997..
 DF0295
 DF0295.The orthometric height was determined by differential leveling
 DF0295.and adjusted by the National Geodetic Survey in June 1991..
 DF0295.WARNING-Repeat measurements at this control monument indicate possible
 DF0295.vertical movement.
 DF0295
 DF0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF0295
 DF0295.The geoid height was determined by GEOID03.
 DF0295
 DF0295.The dynamic height is computed by dividing the NAVD 88
 DF0295.geopotential number by the normal gravity value computed on the
 DF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0295.degrees latitude (g = 980.6199 gals.).
 DF0295
 DF0295.The modeled gravity was interpolated from observed gravity values.
 DF0295
 DF0295;                    North         East     Units Scale Factor Converg.
 DF0295;SPC GA E     -   364,088.289   126,710.584   MT  0.99996620   -0 25 54.4
 DF0295;SPC GA E     - 1,194,512.99    415,716.31   sFT  0.99996620   -0 25 54.4
 DF0295;UTM  17      - 3,684,190.534   318,081.559   MT  1.00000804   -1 04 20.2
 DF0295
 DF0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF0295!SPC GA E     -   0.99997782  x   0.99996620  =   0.99994402
 DF0295!UTM  17      -   0.99997782  x   1.00000804  =   0.99998586
 DF0295
 DF0295|---------------------------------------------------------------------|
 DF0295| PID    Reference Object                     Distance      Geod. Az  |
 DF0295|                                                           dddmmss.s |
 DF0295| DF1793 BURANY ECC                           19.407 METERS 01256     |
 DF0295| DF0296 BURANY RM 1                          42.724 METERS 04100     |
 DF0295| DF1800 SPARTA E MUN TANK                   APPROX. 1.2 KM 2710738.9 |
 DF0295| DF2836 BURANY AZ MK                                       2734239.0 |
 DF0295| DF0294 BURANY RM 2                          78.200 METERS 31146     |
 DF0295|---------------------------------------------------------------------|
 DF0295
 DF0295                          SUPERSEDED SURVEY CONTROL
 DF0295
 DF0295  NAD 83(1986)-  33 16 53.19576(N)    082 57 12.52333(W) AD(       ) 2
 DF0295  NAD 27      -  33 16 52.66700(N)    082 57 12.99000(W) AD(       ) 2
 DF0295  NGVD 29 (??/??/92)  169.491  (m)          556.07   (f) ADJ UNCH    1 2
 DF0295
 DF0295.Superseded values are not recommended for survey control.
 DF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0295.See file dsdata.txt to determine how the superseded data were derived.
 DF0295
 DF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1808284191(NAD 83)
 DF0295_MARKER: DS = TRIANGULATION STATION DISK
 DF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0295_STAMPING: BURANY 1935
 DF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0295+STABILITY: SURFACE MOTION
 DF0295
 DF0295  HISTORY     - Date     Condition        Report By
 DF0295  HISTORY     - 1935     MONUMENTED       CGS
 DF0295  HISTORY     - 1954     GOOD             CGS
 DF0295  HISTORY     - 1962     GOOD             CGS
 DF0295  HISTORY     - 1974     GOOD             NGS
 DF0295  HISTORY     - 1974     GOOD             NGS
 DF0295  HISTORY     - 1976     GOOD             NGS
 DF0295  HISTORY     - 1976     GOOD             NGS
 DF0295  HISTORY     - 1979     GOOD             NGS
 DF0295
 DF0295                          STATION DESCRIPTION
 DF0295
 DF0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 DF0295'ABOUT 1.5 MILES NORTHEAST OF SPARTA, 0.2 MILE SOUTHEAST OF STATE
 DF0295'HIGHWAY 16, ON PROPERTY BELONGING TO J.H. BURGANY, ABOUT 100 YARDS
 DF0295'SOUTHEAST OF FARMHOUSE BELONGING TO PIERCE MIDDLEBROOKS, 1 FOOT
 DF0295'SOUTHEAST OF FENCE ON HEDGEROW BETWEEN MIDDLEBROOKS AND BURGANY
 DF0295'FARMS, ABOUT 40 PACES SOUTHWEST OF HEDGEROW LEADING NORTHWEST AT
 DF0295'RIGHT ANGLES TO FENCE.  TO REACH FROM SPARTA START FROM COURTHOUSE
 DF0295'AND GO NORTHEAST ON MAIN STREET 0.3 MILE TO JUNCTION OF STATE
 DF0295'HIGHWAYS 15 AND 16.  TURN LEFT ON STATE HIGHWAY 16 AND GO 1.1 MILES
 DF0295'TO SMALL STORE ON RIGHT.  TURN RIGHT AND GO ABOUT 200 YARDS TO VACANT
 DF0295'HOUSE.  CONTINUE ABOUT 0.1 MILE ACROSS CULTIVATED FIELD TO STATION.
 DF0295'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 DF0295'REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE STANDARD DISKS
 DF0295'IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 2 IS
 DF0295'STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER.
 DF0295'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS ON HEDGEROW AND 42.79
 DF0295'METERS (140.4 FEET) NORTHEAST OF STATION N 40 DEG 59 MIN E.
 DF0295'NO. 2 IS IN TOP OF 4- BY 10-FOOT BOULDER PROJECTING ABOUT 30
 DF0295'INCHES AND 78.27 METERS (256.8 FEET) NORTHWEST OF STATION N 48 DEG
 DF0295'14 MIN W.  AZIMUTH MARK PROJECTS 2 INCHES, IS 18 PACES
 DF0295'NORTHEAST OF WELL, 16 PACES NORTH OF NORTH CORNER OF COWBARN, 4
 DF0295'PACES EAST OF BACK OF GARAGE, 1 PACE SOUTH OF FENCE AND 0.4 MILE
 DF0295'WEST OF STATION N 86 DEG 17 MIN W.  FOLLOWING
 DF0295'BEARINGS ARE FROM STATION--SPARTA MAGNETIC STATION S 18 DEG 33 MIN W.
 DF0295'SPARTA, WATER TANK, FINIAL N 88 DEG 52 MIN W.
 DF0295
 DF0295                          STATION RECOVERY (1954)
 DF0295
 DF0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF0295'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DF0295'THE ORIGINAL DESCRIPTION FOR THE STATION AND REFERENCE MARKS IS
 DF0295'ADEQUATE.  A NEW DESCRIPTION OF THE AZIMUTH MARK AND A NEW TO REACH
 DF0295'FOLLOWS--
 DF0295'
 DF0295'THE AZIMUTH MARK IS 0.4 MI. W OF THE STATION N 86 DEG 17 MIN W,
 DF0295'ABOUT 50 YD. SE OF THE SE CORNER OF THE PRICE HOME,
 DF0295'4 FT. W OF A FENCE LINE, 79 FT. W OF THE NW CORNER OF A COWBARN,
 DF0295'49 FT. NE OF THE NE CORNER OF ANOTHER COWBARN, AND 52 FT. NW OF THE
 DF0295'CENTER OF AN OLD WELL.  IT IS A STANDARD DISK, STAMPED BURANY AZ
 DF0295'MK 1935 FLUSH WITH THE GROUND.  THE AZIMUTH MARK IS
 DF0295'OBSTRUCTED FROM THE STATION BY THE COWBARN.
 DF0295'
 DF0295'TO REACH THE STATION FROM THE COURTHOUSE IN SPARTA, GO E FOR 0.3
 DF0295'MI. TO THE JUNCTION OF STATE HIGHWAYS 15 AND 16, TURN LEFT ON STATE
 DF0295'HIGHWAY 16 FOR 0.8 MI. TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND
 DF0295'GO 0.25 MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.1 MI. TO TWO
 DF0295'HOUSES IN A FIELD.  FROM THE TWO HOUSES, PACK S TO A FENCE LINE, TURN
 DF0295'LEFT TO THE HIGHEST PART OF THE HILL AND THE STATION.
 DF0295'
 DF0295'TO REACH THE STATION FROM THE POINT IN THE DESCRIPTION WHERE THE
 DF0295'DIRT ROAD LEAVES STATE HIGHWAY 16, TURN RIGHT ON THE DIRT ROAD AND
 DF0295'GO ABOUT 300 FT. TO THE E DRIVEWAY TO THE PRICE HOME, TURN RIGHT
 DF0295'INTO THE DRIVEWAY PASSING TO THE LEFT OF THE HOUSE TO THE COWBARN IN
 DF0295'THE BACK OF THE LOT AND THE AZIMUTH MARK.
 DF0295
 DF0295                          STATION RECOVERY (1962)
 DF0295
 DF0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 DF0295'ABOUT 1.3 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0295'OVERHEAD CROSSING OF STATE HIGHWAYS 22 AND 15 AT SPARTA, THENCE 0.2
 DF0295'MILE SOUTHEAST ALONG A PRIVATE ROAD TO TWO LARGE WHITE WOODEN
 DF0295'FRAME HOUSES OWNED BY MR. TOM SHELTON, THENCE 0.1 MILE (165 YARDS)
 DF0295'SOUTHEAST ACROSS A CULTIVATED FIELD, NEAR THE SOUTHEAST EDGE OF THE
 DF0295'FIELD AND ALONG A HEDGEROW FENCE, AT THE HIGHEST POINT IN THE
 DF0295'VICINITY, 15 FEET WEST OF A 30-INCH DOUBLE TRUNK OAK TREE IN THE
 DF0295'FENCE LINE, 1 FOOT NORTHWEST OF A FENCE LINE, 1 FOOT WEST OF A
 DF0295'STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DF0295'INCHES ABOVE THE LEVEL OF THE GROUND.
 DF0295'
 DF0295'R.M. 1--ABOUT 1.3 MILES NORHTEAST ALONG THE GEORGIA RAILROAD FROM
 DF0295'THE OVERHEAD CROSSING OF STATE HIGHWAYS 22 AND 15 AT SPARTA, THENCE
 DF0295'0.2 MILE SOUTHWEST ALONG A PRIVATE ROAD TO ROAD TO TWO LARGE WHITE
 DF0295'FRAME HOUSE, THENCE 0.1 MILE SOUTHEAST ACROSS A CULTIVATED FIELD,
 DF0295'140.2 FEET NORTHEAST OF THE STATION, NEAR THE SOUTHEAST CORNER OF
 DF0295'A FIELD, 59 FEET NORTHWEST OF OF A HEDGEROW FENCE LINE, SET IN THE
 DF0295'TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 DF0295'
 DF0295'R.M. 2--ABOUT 1.3 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM
 DF0295'THE OVERHEAD CROSSING OF STATE HIGHWAYS 22 AND 15 AT SPARTA, THENCE
 DF0295'0.2 MILE SOUTHEAST ALONG A PRIVATE ROAD TO TWO LARGE WHITE FRAME
 DF0295'HOUSE, THENCE 0.1 MILE SOUTHEAST ACROSS A CULTIVATED FIELD, 257 FEET
 DF0295'NORTHWEST OF THE STATION, SET ON THE TOP OF A LARGE BOULDER THAT IS
 DF0295'20 FEET LONG AND 5 FEET HIGH, 87 YARDS SOUTH OF THE SOUTH CORNER OF
 DF0295'THE NORTHEAST ONE OF THE TWO HOUSES, 4 FEET NORTHWEST OF THE
 DF0295'SOUTHEAST END OF THE BOULDER AND 2 FEET ABOVE THE LEVEL OF THE
 DF0295'GROUND.
 DF0295
 DF0295                          STATION RECOVERY (1974)
 DF0295
 DF0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 DF0295'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 DF0295'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AT LENGTH,
 DF0295'BUT NOT RECOVERED.  THE PRICE HOME IS STILL THERE, BUT THE COWBARNS
 DF0295'DESCRIBED IN THE 1954 RECOVERY NOTE ARE GONE. ANOTHER COW SHELTER HAS
 DF0295'BEEN BUILT.  IF THE AZIMUTH MARK WERE THERE IT WOULD NOT BE VISIBLE.
 DF0295'THE SPARTA WATER TANK FINIAL IS OBSTRUCTED BY TREES.  THE
 DF0295'HORIZONTAL DISTANCE TO REFERENCE MARKS 1 AND 2 BOTH MEASURED 0.2
 DF0295'FEET SHORTER THAN THE ORIGINAL MEASUREMENTS.  THE BEARING BETWEEN
 DF0295'REFERENCE MARKS CHECKED.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 DF0295'FOLLOWS.
 DF0295'
 DF0295'STATION IS ABOUT 1.5 MILES NORTHEAST OF SPARTA, 0.3 MILES SOUTHEAST
 DF0295'OF STATE HIGHWAY 16, ON A LOW RIDGE THAT RUNS IN A
 DF0295'NORTHWEST-SOUTHEAST DIRECTION, ON THE NORTHWEST SIDE OF AN
 DF0295'UNDEVELOPED AREA WITH PINE TREES AND BRUSH AND IN A FENCE LINE ON
 DF0295'PROPERTY OF MRS. H.G. ADERHOLD, SPARTA.
 DF0295'
 DF0295'TO REACH THE STATION FROM THE COURT HOUSE IN SPARTA, GO EAST ON
 DF0295'STATE HIGHWAY 15 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAYS 15
 DF0295'AND 16.  KEEP LEFT ON STATE HIGHWAY 16 AND GO NORTHEAST FOR 0.75
 DF0295'MILE TO A ROAD FORK.  KEEP RIGHT LEAVING HIGHWAY 16 AND GO 300 FEET
 DF0295'TO THE ENTRANCE TO THE PRICE HOME ON RIGHT.  (TO REACH THE AZIMUTH
 DF0295'MARK SITE FROM HERE, TURN RIGHT AND GO SOUTH 0.1 MILE TO THE PRICE
 DF0295'HOUSE AND AZIMUTH MARK SITE DESCRIBED BELOW.) CONTINUE EAST ON
 DF0295'SURFACED ROAD 0.3 MILE TO SIDE STREET ON RIGHT.  TURN RIGHT AND GO
 DF0295'SOUTH-SOUTHEAST FOR 0.2 MILE TO WHERE DIRT ROAD TURNS RIGHT AND
 DF0295'STATION 159 FEET TO THE SOUTH IN FENCE LINE.
 DF0295'
 DF0295'STATION MARK, A STANDARD DISK STAMPED BURANY 1935, IS SET IN THE TOP
 DF0295'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
 DF0295'IT IS 159 FEET SOUTH OF THE CURVE AND JUNCTION OF DIRT ROADS, 112
 DF0295'FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 15 FEET
 DF0295'WEST-NORTHWEST OF A TWIN-TRUNK OAK TREE, (30-INCHES IN DIAMETER),
 DF0295'1.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 DF0295'NORTHWEST OF FENCE.
 DF0295'
 DF0295'REFERENCE MARK 1, A STANDARD DISK STAMPED BURANY NO 1 1935, IS SET
 DF0295'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DF0295'2-INCHES BELOW THE GROUND SURFACE.  IT IS 128 FEET NORTHEAST OF THE
 DF0295'30-INCH TWIN TRUNK TREE, 57 FEET SOUTHEAST OF THE CURVE AND ROAD
 DF0295'JUNCTION, 53 FEET SOUTHEAST OF THE CENTER OF DIRT ROAD, 1 FOOT
 DF0295'SOUTHEAST OF A METAL WITNESS POST AND ABOUT 4 FEET LOWER IN
 DF0295'ELEVATION THAN THE STATION.
 DF0295'
 DF0295'REFERENCE MARK 2, A STANDARD DISK STAMPED BURANY NO 2 1935, IS
 DF0295'CEMENTED IN A DRILL HOLE IN TOP OF A 6X14 FEET BOULDER THAT PROJECTS
 DF0295'3 FEET.  IT IS 120 FEET NORTHWEST OF THE CENTER OF DIRT ROAD AND 3
 DF0295'FEET EAST-NORTHEAST OF A SMALL VINE COVERED TREE IN GARDEN AREA.
 DF0295'
 DF0295'1954 DESCRIPTION OF AZIMUTH MARK FOLLOWS--
 DF0295'
 DF0295'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION N 86 DEG 17 MIN W,
 DF0295'ABOUT 50 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 DF0295'THE PRICE HOME, 4 FEET WEST OF A FENCE LINE, 79 FEET WEST OF THE
 DF0295'NORTHWEST CORNER OF A COWBARN, 49 FEET NORTHEAST OF THE NORTHEAST
 DF0295'CORNER OF ANOTHER COWBARN, AND 52 FEET NORTHWEST OF THE CENTER OF AN
 DF0295'OLD WELL.  IT IS A STANDARD DISK, STAMPED BURANY AZ MK 1935 FLUSH
 DF0295'WITH THE GROUND.  THE AZIMUTH MARK IS OBSTRUCTED FROM
 DF0295'THE STATION BY THE COWBARN.
 DF0295'
 DF0295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 DF0295'NORTHEAST OF SPARTA
 DF0295
 DF0295                          STATION RECOVERY (1974)
 DF0295
 DF0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DF0295'1.5 MI NE FROM SPARTA.
 DF0295'0.3 MILE EAST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE IN
 DF0295'SPARTA TO JUNCTION OF STATE HIGHWAY 16, THENCE NORTHEAST ALONG
 DF0295'STATE HIGHWAY 16 FOR 0.75 MILE TO FORK, THENCE RIGHT LEAVING
 DF0295'HIGHWAY 16 AND GO EASTERLY 0.35 MILE, THENCE SOUTH-SOUTHEAST ALONG
 DF0295'DIRT ROAD 0.2 MILE TO CURVE, 159 FEET SOUTH OF THE CURVE AND
 DF0295'JUNCTION OF DIRT ROADS, 112 FEET SOUTHEAST OF THE CENTER OF THE
 DF0295'DIRT ROAD, 15 FEET WEST-NORTHWEST OF A TWIN-TRUNK OAK TREE,
 DF0295'(30-INCHES IN DIAMETER), 1.5 FEET WEST-NORTHWEST OF A METAL
 DF0295'WITNESS POST AND 1 FOOT NORTHWEST OF THE WIRE FENCE.  A DISK SET
 DF0295'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF0295'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.
 DF0295
 DF0295                          STATION RECOVERY (1976)
 DF0295
 DF0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF0295'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 DF0295'BE IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL AZIMUTH MARK WAS
 DF0295'SEARCHED FOR IN 1974 AND NOT FOUND.  A HOUSE HAS BEEN BUILT 22 FEET
 DF0295'NORTH OF THE STATION AND REFERENCE MARK 2 IS BLOCKED BY THE HOUSE AND
 DF0295'A DISTANCE AND DIRECTION COULD NOT BE OBTAINED AT THIS TIME.  THE
 DF0295'DISTANCE TO REFERENCE MARK 1 CHECKED AND 1974 DATA BUT THE DIRECTION
 DF0295'COULD NOT BE CHECKED AT THIS TIME.  THE STATION IS NOW ON PROPERTY
 DF0295'OWNED BY MR. ALLEN GARNER WHO LIVES AT THE STATION SITE.  HIS
 DF0295'TELEPHONE NO. IS 444-5298.  THE 1974 DESCRIPTION IS ADEQUATE TO REACH
 DF0295'THE STATION AND RECOVER ALL MARKS.  DUE TO THE DESCRIPTIONS BEING
 DF0295'ENTERED IN COMPUTER SYSTEM, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DF0295'
 DF0295'THE STATION IS LOCATED IN THE EAST EDGE OF SPARTA,
 DF0295'0.3 MILE SOUTH OF STATE HIGHWAY 16, ON A LOW RIDGE THAT
 DF0295'RUNS IN A NORTHWEST-SOUTHEAST DIRECTION.
 DF0295'
 DF0295'TO REACH THE STATION FROM THE COURT HOUSE IN SPARTA, GO EAST ON STATE
 DF0295'HIGHWAY 15 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAYS 15 AND 16.
 DF0295'KEEP LEFT ON STATE HIGHWAY 16 AND GO NORTHEAST FOR 0.75 MILE TO A
 DF0295'ROAD FORK, KEEP RIGHT LEAVING HIGHWAY 16 AND GO EAST ON THE SURFACED
 DF0295'ROAD FOR 0.3 MILE TO A SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO
 DF0295'SOUTH-SOUTHEAST FOR 0.2 MILE TO MR. GARNERS HOUSE AND THE STATION ON
 DF0295'THE LEFT.
 DF0295'
 DF0295'THE STATION MARK, STAMPED---BURANY 1935---, IS A
 DF0295'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF0295'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 DF0295'SURFACE.  IT IS 26 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF
 DF0295'THE HOUSE, 1.6 FEET WEST OF A METAL WITNESS POST AND 1.0 FEET
 DF0295'NORTH-NORTHWEST OF A FENCE.  IT IS BELIEVED THAT THE
 DF0295'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DF0295'CONCRETE ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 DF0295'
 DF0295'REFERENCE MARK 1, STAMPED---BURANY NO 1 1935---, IS A STANDARD DISK,
 DF0295'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 DF0295'INCHES BELOW THE GROUND SURFACE.  IT IS 57 FEET SOUTHEAST OF THE CURVE
 DF0295'AND ROAD JUNCTION, 53 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD AND
 DF0295'1.0 FEET SOUTHEAST OF A METAL WITNESS POST.
 DF0295'
 DF0295'REFERENCE MARK 2, STAMPED---BURANY NO 2 1935---, IS A STANDARD
 DF0295'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 BY 14 FOOT
 DF0295'BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT
 DF0295'IS 120 FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD.
 DF0295'
 DF0295'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH A NEW AZIMUTH MARK.
 DF0295'
 DF0295'NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE
 DF0295'TO A CORN FIELD ON LINE.
 DF0295
 DF0295                          STATION RECOVERY (1976)
 DF0295
 DF0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0295'FOUND NOW BEHIND HOME OF MR ALLEN GARNER.
 DF0295
 DF0295                          STATION RECOVERY (1979)
 DF0295
 DF0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0296 ***********************************************************************
 DF0296  DESIGNATION -  BURANY RM 1
 DF0296  PID         -  DF0296
 DF0296  STATE/COUNTY-  GA/HANCOCK
 DF0296  USGS QUAD   -  SPARTA (1987)
 DF0296
 DF0296                         *CURRENT SURVEY CONTROL
 DF0296  ___________________________________________________________________
 DF0296* NAD 83(1986)-  33 16 53.     (N)    082 57 12.     (W)     SCALED    
 DF0296* NAVD 88     -       167.673  (meters)     550.11   (feet)  ADJUSTED  
 DF0296  ___________________________________________________________________
 DF0296  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF0296  DYNAMIC HT  -         167.494 (meters)     549.52  (feet)  COMP
 DF0296  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DF0296
 DF0296  VERT ORDER  -  FIRST     CLASS II
 DF0296
 DF0296.The horizontal coordinates were scaled from a topographic map and have
 DF0296.an estimated accuracy of +/- 6 seconds.
 DF0296
 DF0296.The orthometric height was determined by differential leveling
 DF0296.and adjusted by the National Geodetic Survey in June 1991..
 DF0296
 DF0296.The geoid height was determined by GEOID03.
 DF0296
 DF0296.The dynamic height is computed by dividing the NAVD 88
 DF0296.geopotential number by the normal gravity value computed on the
 DF0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0296.degrees latitude (g = 980.6199 gals.).
 DF0296
 DF0296.The modeled gravity was interpolated from observed gravity values.
 DF0296
 DF0296;                    North         East    Units  Estimated Accuracy
 DF0296;SPC GA E     -   364,080.      126,720.      MT  (+/- 180 meters Scaled)
 DF0296
 DF0296                          SUPERSEDED SURVEY CONTROL
 DF0296
 DF0296  NGVD 29 (??/??/92)  167.847  (m)          550.68   (f) ADJ UNCH    1 2
 DF0296
 DF0296.Superseded values are not recommended for survey control.
 DF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0296.See file dsdata.txt to determine how the superseded data were derived.
 DF0296
 DF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS180841(NAD 83)
 DF0296_MARKER: DR = REFERENCE MARK DISK
 DF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0296_STAMPING: BURANY NO 1 1935
 DF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0296+STABILITY: SURFACE MOTION
 DF0296
 DF0296  HISTORY     - Date     Condition        Report By
 DF0296  HISTORY     - 1935     MONUMENTED       CGS
 DF0296  HISTORY     - 1974     GOOD             NGS
 DF0296  HISTORY     - 1976     GOOD             NGS
 DF0296  HISTORY     - 1979     GOOD             NGS
 DF0296
 DF0296                          STATION DESCRIPTION
 DF0296
 DF0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DF0296'1.5 MI NE FROM SPARTA.
 DF0296'0.3 MILE EAST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE IN
 DF0296'SPARTA TO JUNCTION OF STATE HIGHWAY 16, THENCE CONTINUE NORTHEAST
 DF0296'ALONG STATE HIGHWAY 16 FOR 0.75 MILE TO A FORK, THENCE LEAVE
 DF0296'HIGHWAY 16 AND CONTINUE EASTERLY 0.35 MILE, THENCE RIGHT AND GO
 DF0296'SOUTH-SOUTHEAST ALONG DIRT ROAD 0.2 MILE TO CURVE AND JUNCTION OF
 DF0296'ROADS, 128 FEET NORTHEAST OF A 30-INCH TWIN TRUNK OAK TREE, 57
 DF0296'FEET SOUTHEAST OF THE CURVE AND ROAD JUNCTION, 53 FEET SOUTHEAST
 DF0296'OF THE CENTER OF DIRT ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS
 DF0296'POST AND A DISK SET IN THE TOP OF A 14-INCH ROUND CONCRETE
 DF0296'MONUMENT THAT IS SET 2-INCHES BELOW THE GROUND SURFACE.
 DF0296
 DF0296                          STATION RECOVERY (1976)
 DF0296
 DF0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0296'RECOVERED IN GOOD CONDITION.
 DF0296
 DF0296                          STATION RECOVERY (1979)
 DF0296
 DF0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0294 ***********************************************************************
 DF0294  DESIGNATION -  BURANY RM 2
 DF0294  PID         -  DF0294
 DF0294  STATE/COUNTY-  GA/HANCOCK
 DF0294  USGS QUAD   -  SPARTA (1987)
 DF0294
 DF0294                         *CURRENT SURVEY CONTROL
 DF0294  ___________________________________________________________________
 DF0294* NAD 83(1986)-  33 16 53.     (N)    082 57 12.     (W)     SCALED    
 DF0294* NAVD 88     -       168.344  (meters)     552.31   (feet)  ADJUSTED  
 DF0294  ___________________________________________________________________
 DF0294  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF0294  DYNAMIC HT  -         168.164 (meters)     551.72  (feet)  COMP
 DF0294  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DF0294
 DF0294  VERT ORDER  -  FIRST     CLASS II
 DF0294
 DF0294.The horizontal coordinates were scaled from a topographic map and have
 DF0294.an estimated accuracy of +/- 6 seconds.
 DF0294
 DF0294.The orthometric height was determined by differential leveling
 DF0294.and adjusted by the National Geodetic Survey in June 1991..
 DF0294.WARNING-Repeat measurements at this control monument indicate possible
 DF0294.vertical movement.
 DF0294
 DF0294.The geoid height was determined by GEOID03.
 DF0294
 DF0294.The dynamic height is computed by dividing the NAVD 88
 DF0294.geopotential number by the normal gravity value computed on the
 DF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0294.degrees latitude (g = 980.6199 gals.).
 DF0294
 DF0294.The modeled gravity was interpolated from observed gravity values.
 DF0294
 DF0294;                    North         East    Units  Estimated Accuracy
 DF0294;SPC GA E     -   364,080.      126,720.      MT  (+/- 180 meters Scaled)
 DF0294
 DF0294                          SUPERSEDED SURVEY CONTROL
 DF0294
 DF0294  NGVD 29 (??/??/92)  168.523  (m)          552.90   (f) ADJ UNCH    1 2
 DF0294
 DF0294.Superseded values are not recommended for survey control.
 DF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0294.See file dsdata.txt to determine how the superseded data were derived.
 DF0294
 DF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS180841(NAD 83)
 DF0294_MARKER: DR = REFERENCE MARK DISK
 DF0294_SETTING: 80 = SET IN A BOULDER
 DF0294_STAMPING: BURANY NO 2 1935
 DF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0294+STABILITY: SURFACE MOTION
 DF0294
 DF0294  HISTORY     - Date     Condition        Report By
 DF0294  HISTORY     - 1935     MONUMENTED       CGS
 DF0294  HISTORY     - 1974     GOOD             NGS
 DF0294  HISTORY     - 1976     GOOD             NGS
 DF0294  HISTORY     - 1979     GOOD             NGS
 DF0294
 DF0294                          STATION DESCRIPTION
 DF0294
 DF0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DF0294'1.5 MI NE FROM SPARTA.
 DF0294'0.3 MILE EAST ALONG STATE HIGHWAY 15 FROM THE COURT HOUSE IN
 DF0294'SPARTA TO JUNCTION OF STATE HIGHWAY 16, THENCE NORTHEAST ALONG
 DF0294'STATE HIGHWAY 16 FOR 0.75 MILE TO FORK, THENCE RIGHT LEAVING
 DF0294'HIGHWAY AND GO EASTERLY 0.35 MILE, THENCE SOUTH-SOUTHEAST ALONG
 DF0294'DIRT ROAD 0.2 MILE TO CURVE, THENCE RIGHT ON DIRT ROAD WESTERLY
 DF0294'FOR 0.05 MILE, 120 FEET NORTHWEST OF THE CENTER OF DIRT ROAD, 3
 DF0294'FEET EAST-NORTHEAST OF A SMALL VINE COVERED TREE ON WEST SIDE OF
 DF0294'BOULDER, A DISK CEMENTED IN THE TOP OF A 6 BY 14 FEET BOULDER THAT
 DF0294'PROJECTS 3 FEET ABOVE THE GROUND SURFACE AND IS IN A GARDEN AREA.
 DF0294
 DF0294                          STATION RECOVERY (1976)
 DF0294
 DF0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0294'RECOVERED IN GOOD CONDITION.
 DF0294
 DF0294                          STATION RECOVERY (1979)
 DF0294
 DF0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1572 ***********************************************************************
 CM1572  DESIGNATION -  BUREN
 CM1572  PID         -  CM1572
 CM1572  STATE/COUNTY-  GA/TAYLOR
 CM1572  USGS QUAD   -  JUNCTION CITY (1985)
 CM1572
 CM1572                         *CURRENT SURVEY CONTROL
 CM1572  ___________________________________________________________________
 CM1572* NAD 83(1994)-  32 35 59.79636(N)    084 23 45.28876(W)     ADJUSTED  
 CM1572* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 CM1572  ___________________________________________________________________
 CM1572  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CM1572  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CM1572
 CM1572  HORZ ORDER  -  FIRST
 CM1572
 CM1572.The horizontal coordinates were established by classical geodetic methods
 CM1572.and adjusted by the National Geodetic Survey in September 1997..
 CM1572
 CM1572.The orthometric height was scaled from a topographic map.
 CM1572
 CM1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1572
 CM1572.The geoid height was determined by GEOID03.
 CM1572
 CM1572;                    North         East     Units Scale Factor Converg.
 CM1572;SPC GA W     -   288,262.376   678,482.108   MT  0.99990571   -0 07 24.6
 CM1572;SPC GA W     -   945,740.81  2,225,986.72   sFT  0.99990571   -0 07 24.6
 CM1572;UTM  16      - 3,609,931.511   744,390.362   MT  1.00033655   +1 24 13.3
 CM1572
 CM1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1572!SPC GA W     -   0.99997186  x   0.99990571  =   0.99987757
 CM1572!UTM  16      -   0.99997186  x   1.00033655  =   1.00030840
 CM1572
 CM1572:                Primary Azimuth Mark                     Grid Az
 CM1572:SPC GA W     -  VAN                                      107 16 44.1
 CM1572:UTM  16      -  VAN                                      105 45 06.2
 CM1572
 CM1572|---------------------------------------------------------------------|
 CM1572| PID    Reference Object                     Distance      Geod. Az  |
 CM1572|                                                           dddmmss.s |
 CM1572| CM1555 VAN                                 APPROX. 4.7 KM 1070919.5 |
 CM1572| CY8132 BUREN RM                                           19252     |
 CM1572| CM1571 LONG                                259.270 METERS 27039     |
 CM1572|---------------------------------------------------------------------|
 CM1572
 CM1572                          SUPERSEDED SURVEY CONTROL
 CM1572
 CM1572  NAD 83(1986)-  32 35 59.80240(N)    084 23 45.28721(W) AD(       ) 1
 CM1572  NAD 27      -  32 35 59.27700(N)    084 23 45.57500(W) AD(       ) 1
 CM1572
 CM1572.Superseded values are not recommended for survey control.
 CM1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1572.See file dsdata.txt to determine how the superseded data were derived.
 CM1572
 CM1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4439009932(NAD 83)
 CM1572_MARKER: DS = TRIANGULATION STATION DISK
 CM1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1572
 CM1572  HISTORY     - Date     Condition        Report By
 CM1572  HISTORY     - 1917     MONUMENTED       CGS
 CM1572  HISTORY     - 1935     GOOD             CGS
 CM1572  HISTORY     - 1954     GOOD             CGS
 CM1572
 CM1572                          STATION DESCRIPTION
 CM1572
 CM1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM1572'ABOUT 3/4 MILE WEST OF HOWARD, ON CENTRAL OF GEORGIA RAILWAY,
 CM1572'4 RAILS EAST OF SWITCH STAND AT GRAVEL PIT, 6.71 METERS (22.0 FEET)
 CM1572'TO THE RIGHT OF RAIL, ON WESTWARD TANGENT OF SOUTH RAIL.
 CM1572'REFERENCE MARK IS 13.60 METERS (44.6 FEET) FROM
 CM1572'STATION IN GRID AZIMUTH 13 DEG 00 MIN.
 CM1572
 CM1572                          STATION RECOVERY (1954)
 CM1572
 CM1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1572'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARK
 CM1572'WAS FOUND DISTURBED, THE ARROW ON THE REFERENCE MARK WAS
 CM1572'POINTING W INSTEAD OF N TO THE STATION.
 CM1572'
 CM1572'LOCATED 0.75 MI. W ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CM1572'THE STATION IN HOWARD, AT THE E END OF THE FIRST CURVE W OF
 CM1572'HOWARD, ON THE EXTENDED TANGENT OF THE S RAIL FROM THE E, AND
 CM1572'18.4 FT. N OF THE N RAIL.  IT IS 44 FT. W OF THE SECOND POLE E OF
 CM1572'POLE 251/15, AND AT THE S EDGE OF A SAND PIT.  IT IS A STANDARD
 CM1572'TRIANGULATION DISK, STAMPED BUREN 1917 AND IS 6 IN. BELOW THE
 CM1572'SURFACE OF THE GROUND AND ABOUT 2 FT. BELOW THE LEVEL OF THE
 CM1572'TRACKS.
 CM1572'
 CM1572'THE REFERENCE MARK IS NOW 47.1 FT. S OF THE STATION, AND 24 FT.
 CM1572'S OF THE S RAIL.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CM1572'BUREN 1917 FLUSH WITH THE GROUND.
 CM1572'
 CM1572'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1164 ***********************************************************************
 BR1164  DESIGNATION -  BURG
 BR1164  PID         -  BR1164
 BR1164  STATE/COUNTY-  GA/LIBERTY
 BR1164  USGS QUAD   -  SAPELO SOUND (1979)
 BR1164
 BR1164                         *CURRENT SURVEY CONTROL
 BR1164  ___________________________________________________________________
 BR1164* NAD 83(1994)-  31 41 29.95065(N)    081 10 07.10023(W)     ADJUSTED  
 BR1164* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1164  ___________________________________________________________________
 BR1164  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BR1164  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR1164
 BR1164  HORZ ORDER  -  THIRD
 BR1164
 BR1164.The horizontal coordinates were established by classical geodetic methods
 BR1164.and adjusted by the National Geodetic Survey in September 1997..
 BR1164
 BR1164.The orthometric height was scaled from a topographic map.
 BR1164
 BR1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1164
 BR1164.The geoid height was determined by GEOID03.
 BR1164
 BR1164;                    North         East     Units Scale Factor Converg.
 BR1164;SPC GA E     -   187,962.423   294,613.713   MT  1.00001037   +0 31 27.7
 BR1164;SPC GA E     -   616,673.38    966,578.49   sFT  1.00001037   +0 31 27.7
 BR1164;UTM  17      - 3,506,270.936   484,018.062   MT  0.99960315   -0 05 18.9
 BR1164
 BR1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1164!SPC GA E     -   1.00000474  x   1.00001037  =   1.00001511
 BR1164!UTM  17      -   1.00000474  x   0.99960315  =   0.99960789
 BR1164
 BR1164                          SUPERSEDED SURVEY CONTROL
 BR1164
 BR1164  NAD 83(1986)-  31 41 29.96606(N)    081 10 07.10750(W) AD(       ) 3
 BR1164  NAD 27      -  31 41 29.17200(N)    081 10 07.75400(W) AD(       ) 3
 BR1164
 BR1164.Superseded values are not recommended for survey control.
 BR1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1164.See file dsdata.txt to determine how the superseded data were derived.
 BR1164
 BR1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8401806271(NAD 83)
 BR1164
 BR1164  HISTORY     - Date     Condition        Report By
 BR1164  HISTORY     - 1934     FIRST OBSERVED   CGS
 BR1164  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1164  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1164
 BR1164                          STATION DESCRIPTION
 BR1164
 BR1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1164'THIS STATION IS SITUATED ON THE SOUTH SIDE OF ST. CATHERINES
 BR1164'SOUND AND ON THE MOST NORTHERLY POINT OF WALBURG ISLAND.
 BR1164'IT IS SITUATED ON A SHELL BANK 5 METERS BACK FROM H.W.L.
 BR1164'THIS SIGNAL WAS BUILT AS A HYDROGRAPIC STATION AND LOCATED
 BR1164'AS AN INTERSECTION FOR TOPOGRAPHIC CONTROL.  MARKED WITH
 BR1164'4 IN X 4 IN X 4 FT CYPRESS STAKE AND EXTENDING 1 FT. ABOVE
 BR1164'OYSTER SHELLS.
 BR1164
 BR1164                          STATION RECOVERY (1952)
 BR1164
 BR1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1164'STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH BY TWO
 BR1164'MEN.  THE WOODEN POST (WITH WHICH THE STATION WAS MARKED)
 BR1164'HAS EITHER ROTTED OUT OR HAS BEEN DESTROYED BY THE SHIFTING
 BR1164'OF THE SAND AND SHELL BANK.
 BR1164
 BR1164                          STATION RECOVERY (1965)
 BR1164
 BR1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1164'DESTROYED.  THE WOODEN POST ESTABLISHED IN 1934 IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0075 ***********************************************************************
 CL0075  DESIGNATION -  BURG=D 41 RESET
 CL0075  PID         -  CL0075
 CL0075  STATE/COUNTY-  GA/EMANUEL
 CL0075  USGS QUAD   -  NUNEZ (1985)
 CL0075
 CL0075                         *CURRENT SURVEY CONTROL
 CL0075  ___________________________________________________________________
 CL0075* NAD 83(1994)-  32 29 37.15278(N)    082 21 11.85521(W)     ADJUSTED  
 CL0075* NAVD 88     -        68.391  (meters)     224.38   (feet)  ADJUSTED  
 CL0075  ___________________________________________________________________
 CL0075  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 CL0075  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CL0075  DYNAMIC HT  -          68.313 (meters)     224.12  (feet)  COMP
 CL0075  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CL0075
 CL0075  HORZ ORDER  -  FIRST
 CL0075  VERT ORDER  -  FIRST     CLASS II
 CL0075
 CL0075.The horizontal coordinates were established by classical geodetic methods
 CL0075.and adjusted by the National Geodetic Survey in September 1997..
 CL0075
 CL0075.The orthometric height was determined by differential leveling
 CL0075.and adjusted by the National Geodetic Survey in June 1991..
 CL0075
 CL0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0075
 CL0075.The geoid height was determined by GEOID03.
 CL0075
 CL0075.The dynamic height is computed by dividing the NAVD 88
 CL0075.geopotential number by the normal gravity value computed on the
 CL0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0075.degrees latitude (g = 980.6199 gals.).
 CL0075
 CL0075.The modeled gravity was interpolated from observed gravity values.
 CL0075
 CL0075;                    North         East     Units Scale Factor Converg.
 CL0075;SPC GA E     -   276,468.538   182,461.960   MT  0.99990379   -0 06 00.9
 CL0075;SPC GA E     -   907,047.20    598,627.28   sFT  0.99990379   -0 06 00.9
 CL0075;UTM  17      - 3,595,962.309   372,858.803   MT  0.99979933   -0 43 37.5
 CL0075
 CL0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0075!SPC GA E     -   0.99999383  x   0.99990379  =   0.99989762
 CL0075!UTM  17      -   0.99999383  x   0.99979933  =   0.99979316
 CL0075
 CL0075|---------------------------------------------------------------------|
 CL0075| PID    Reference Object                     Distance      Geod. Az  |
 CL0075|                                                           dddmmss.s |
 CL0075| CL2038 NUNEZ                               335.481 METERS 10338     |
 CL0075| CY7263 BURG RM                              34.000 METERS 25938     |
 CL0075| CL0071 TAMPA RESET                         APPROX. 3.8 KM 2791537.3 |
 CL0075|---------------------------------------------------------------------|
 CL0075
 CL0075                          SUPERSEDED SURVEY CONTROL
 CL0075
 CL0075  NAD 83(1986)-  32 29 37.16067(N)    082 21 11.85139(W) AD(       ) 1
 CL0075  NAD 27      -  32 29 36.54100(N)    082 21 12.40000(W) AD(       ) 1
 CL0075  NGVD 29 (??/??/92)   68.601  (m)          225.07   (f) ADJ UNCH    1 2
 CL0075
 CL0075.Superseded values are not recommended for survey control.
 CL0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0075.See file dsdata.txt to determine how the superseded data were derived.
 CL0075
 CL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7285995962(NAD 83)
 CL0075_MARKER: DE = TRAVERSE STATION DISK
 CL0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0075_STAMPING: D 41 RESET BURG 1918 1950
 CL0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0075+STABILITY: SURFACE MOTION
 CL0075
 CL0075  HISTORY     - Date     Condition        Report By
 CL0075  HISTORY     - 1950     MONUMENTED       CGS
 CL0075  HISTORY     - 1934     GOOD             CGS
 CL0075  HISTORY     - 1950     SEE DESCRIPTION  CGS
 CL0075  HISTORY     - 1962     GOOD             CGS
 CL0075  HISTORY     - 1962     GOOD             NGS
 CL0075  HISTORY     - 1968     GOOD             CGS
 CL0075  HISTORY     - 1968     GOOD             NGS
 CL0075
 CL0075                          STATION DESCRIPTION
 CL0075
 CL0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0075'ABOUT 0.4 MILE WEST OF DEPOT AT NUNEZ, ON CENTRAL OF GEORGIA
 CL0075'RAILWAY, 44 FEET WEST OF MILEPOST S-105 AND B-29, 11 FEET
 CL0075'SOUTH OF SOUTH RAIL AND 2 FEET BELOW LEVEL OF TRACK.
 CL0075'REFERENCE MARK IS 34.000 METERS (111.55 FEET) FROM
 CL0075'STATION IN GRID AZIMUTH 79 DEG 44 MIN.
 CL0075
 CL0075                          STATION RECOVERY (1950)
 CL0075
 CL0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0075'THE LOWER HALF OF THE STATION SURFACE MONUMENT, THE UNDISTURBED
 CL0075'SUBSURFACE MARK, AND THE BROKEN REFERENCE MONUMENT MINUS DISK
 CL0075'WERE RECOVERED ESSENTIALLY AS DESCRIBED, EXCEPT THAT THE RAILROAD
 CL0075'IS NOW REMOVED.  NEW STATION SUBSURFACE AND SURFACE MARKS WERE
 CL0075'SET, AND A WITNESS MARK WITHOUT DISK WAS MADE OF THE REBUILT
 CL0075'REFERENCE MONUMENT.
 CL0075'
 CL0075'THE STATION IS 0.4 MILE WNW ALONG THE OLD ROADBED OF THE REMOVED
 CL0075'CENTRAL OF GEORGIA RAILROAD FROM THE CENTER OF THE VILLAGE OF
 CL0075'NUNEZ, AT THE E END OF A 5-FOOT CUT, 13 FEET SSW OF THE CENTER
 CL0075'LINE OF THE OLD ROADBED, AND 0.5 FOOT LOWER THAN THE SAME.
 CL0075'SURFACE MARK IS A BRONZE STATION DISK SET IN CONCRETE, PROJECTING
 CL0075'8 INCHES, AND IS STAMPED BURG D 41 RESET 1918 1950.  SUBSURFACE
 CL0075'MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE 3
 CL0075'FEET BELOW THE GROUND CONTAINING AT THE CENTER OF THE UPPER
 CL0075'SURFACE AN IRON NAIL WITH THE POINT PROJECTING ABOVE THE
 CL0075'CONCRETE.
 CL0075'
 CL0075'THE BROKEN REFERENCE MONUMENT WAS BUILT UP INTO A ROUND CONCRETE
 CL0075'POST PROJECTING 8 INCHES AND WITH A SCRATCHED ARROW POINTING
 CL0075'TOWARD THE STATION.  THIS WITNESS MARK IS 111.7 FEET IN MAGNETIC
 CL0075'BEARING S. 70 DEG W. FROM THE STATION, 52 FEET S OF THE CENTER
 CL0075'LINE OF THE OLD ROADBED, AND ABOUT 1 FOOT HIGHER THAN THE SAME.
 CL0075
 CL0075                          STATION RECOVERY (1962)
 CL0075
 CL0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0075'D 41 = RESET BURG--ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 297 FROM
 CL0075'THE BAPTIST CHURCH AT NUNEZ, THENCE 0.5 MILE WEST ALONG A GRADED
 CL0075'ROAD, 90 YARDS SOUTH OF THE CENTER LINE OF THE ROAD, ALONG AN
 CL0075'ABANDONED RAILROAD BED, NEAR THE EAST END OF A LOW CUT, 12-1/2
 CL0075'FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD BED, 0.7 FOOT
 CL0075'NORTH OF A STEEL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 CL0075'THE ROAD BED AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0075'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0075
 CL0075                          STATION RECOVERY (1962)
 CL0075
 CL0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0075'0.7 MI W FROM NUNEZ.
 CL0075'ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 297 FROM THE BAPTIST
 CL0075'CHURCH AT NUNEZ, THENCE 0.5 MILE WEST ALONG A GRADED ROAD, 90
 CL0075'YARDS SOUTH OF THE CENTER LINE OF THE ROAD, ALONG AN ABANDONED
 CL0075'RAILROAD BED, NEAR THE EAST END OF A LOW CUT, 12 1/2 FEET SOUTH
 CL0075'OF THE CENTER LINE OF THE OLD RAILROAD BED, 0.7 FOOT NORTH OF
 CL0075'A STEEL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD BED
 CL0075'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CL0075'THE LEVEL OF THE GROUND.
 CL0075
 CL0075                          STATION RECOVERY (1968)
 CL0075
 CL0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL0075'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 CL0075'R. GERRISH IN 1962.  NO REFERENCE MARKS WERE RECOVERED.
 CL0075'
 CL0075'A NEW TO REACH DESCRIPTION FOLLOWS, FROM THE BAPTIST CHURCH IN
 CL0075'NUNEZ GO NORTH ON STATE ROUTE 297 FOR 0.2 MILES, THENCE WEST ALONG
 CL0075'GRADED ROAD FOR 0.45 MILES TO OLD HOUSE ON RIGHT AND POWERLINE POLE
 CL0075'WITH WHITE PAINT ON IT, WALK SOUTH ACROSS BRUSHY FIELD FOR ABOUT
 CL0075'100 YDS. TO OLD RAILROAD BED AND A 14 INCH TRIANGULAR BLAZED PINE
 CL0075'TREE, STATION IS 4.5 FT. WEST OF BLAZED TREE.
 CL0075
 CL0075                          STATION RECOVERY (1968)
 CL0075
 CL0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CL0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2403 ***********************************************************************
 DF2403  DESIGNATION -  BURGESS
 DF2403  PID         -  DF2403
 DF2403  STATE/COUNTY-  GA/PUTNAM
 DF2403  USGS QUAD   -  EATONTON (1985)
 DF2403
 DF2403                         *CURRENT SURVEY CONTROL
 DF2403  ___________________________________________________________________
 DF2403* NAD 83(1994)-  33 20 54.23106(N)    083 27 14.02257(W)     ADJUSTED  
 DF2403* NAVD 88     -       194.2    (meters)     637.     (feet)  VERTCON   
 DF2403  ___________________________________________________________________
 DF2403  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DF2403  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DF2403
 DF2403  HORZ ORDER  -  FIRST
 DF2403
 DF2403.The horizontal coordinates were established by classical geodetic methods
 DF2403.and adjusted by the National Geodetic Survey in September 1997..
 DF2403
 DF2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2403
 DF2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2403
 DF2403.The geoid height was determined by GEOID03.
 DF2403
 DF2403;                    North         East     Units Scale Factor Converg.
 DF2403;SPC GA W     -   371,464.291   766,341.811   MT  0.99995425   +0 23 30.6
 DF2403;SPC GA W     - 1,218,712.43  2,514,239.76   sFT  0.99995425   +0 23 30.6
 DF2403;UTM  17      - 3,692,600.609   271,644.675   MT  1.00024296   -1 20 58.4
 DF2403
 DF2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2403!SPC GA W     -   0.99997386  x   0.99995425  =   0.99992811
 DF2403!UTM  17      -   0.99997386  x   1.00024296  =   1.00021681
 DF2403
 DF2403:                Primary Azimuth Mark                     Grid Az
 DF2403:SPC GA W     -  GLADY                                    007 42 38.9
 DF2403:UTM  17      -  GLADY                                    009 27 07.9
 DF2403
 DF2403|---------------------------------------------------------------------|
 DF2403| PID    Reference Object                     Distance      Geod. Az  |
 DF2403|                                                           dddmmss.s |
 DF2403| DF2414 GLADY                               APPROX. 8.4 KM 0080609.5 |
 DF2403| DF2409 ROCK EAGLE LAKE GA 4 H TANK         APPROX. 9.9 KM 0324146.5 |
 DF2403| DF3237 BURGESS RM 1                         15.776 METERS 10238     |
 DF2403| DF2400 EATONTON N MUN TANK                 APPROX. 6.4 KM 1062027.7 |
 DF2403| DF2401 EATONTON S MUN TANK                 APPROX. 6.5 KM 1114634.3 |
 DF2403| DF2398 EATONTON COURTHOUSE FINIAL          APPROX. 6.6 KM 1122744.8 |
 DF2403| DF3238 BURGESS RM 2                         18.818 METERS 29711     |
 DF2403| DF2417 EATON BEASLEY LOT                   APPROX. 6.7 KM 3281542.8 |
 DF2403|---------------------------------------------------------------------|
 DF2403
 DF2403                          SUPERSEDED SURVEY CONTROL
 DF2403
 DF2403  NAD 83(1986)-  33 20 54.23656(N)    083 27 14.02144(W) AD(       ) 1
 DF2403  NAD 27      -  33 20 53.76560(N)    083 27 14.42611(W) AD(       ) 1
 DF2403  NGVD 29 (07/19/86)  194.3    (m)          637.     (f) VERT ANG       
 DF2403
 DF2403.Superseded values are not recommended for survey control.
 DF2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2403.See file dsdata.txt to determine how the superseded data were derived.
 DF2403
 DF2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7164592601(NAD 83)
 DF2403_MARKER: DS = TRIANGULATION STATION DISK
 DF2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2403
 DF2403  HISTORY     - Date     Condition        Report By
 DF2403  HISTORY     - 1976     MONUMENTED       NGS
 DF2403
 DF2403                          STATION DESCRIPTION
 DF2403
 DF2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF2403'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF MADISON, 14
 DF2403'MILES EAST-NORTHEAST OF MONTICELLO, 4 MILES NORTHWEST OF
 DF2403'EATONTON AND ON THE OCONEE NATIONAL FOREST.
 DF2403'
 DF2403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441,129
 DF2403'AND STATE ROUTES 16 AND 44 IN THE CENTER OF EATONTON, GO WEST
 DF2403'ON STATE ROUTE 16 FOR 0.75 MILE TO THE JUNCTION OF
 DF2403'STATE ROUTE
 DF2403'213 ON THE RIGHT. TURN RIGHT AND GO NORTHWEST ON STATE ROUTE
 DF2403'213 FOR 4.15 MILES TO A POWER LINE CROSSING OVER HIGHWAY 213.
 DF2403'CONTINUE NORTHWEST ON STATE ROUTE 213 FOR 0.3 MILE TO A GRAVEL
 DF2403'SIDE ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ON THE GRAVEL
 DF2403'ROAD FOR 1.4 MILES TO A DIM TRACK ROAD ON THE RIGHT. TURN
 DF2403'RIGHT ENTERING INTO A SMALL OPEN AREA, THEN BEAR RIGHT AND
 DF2403'GO WESTERLY ON A TRACK ROAD FOR 0.1 MILE TO A TRACK ROAD ON
 DF2403'THE LEFT. TURN LEFT AND GO SOUTHWESTERLY ON THE WINDING
 DF2403'TRACK ROAD FOR 0.3 MILE TO THE HIGHEST POINT OF THE RIDGE AND
 DF2403'STATION AS DESCRIBED.
 DF2403'
 DF2403'THE STATION MARKS ARE STANDARD DISKS STAMPED---BURGESS 1976---.  THE
 DF2403'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2403'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  THE
 DF2403'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2403'ABOUT 36 INCHES BELOW THE GROUND SURFACE. THEY ARE 52 FEET SOUTHWEST
 DF2403'OF A METAL WITNESS POST, 43 FEET NORTHEAST OF THE TRACK ROAD AND 13
 DF2403'FEET WEST OF A 10-INCH OAK TREE.  THERE IS A MAGNET EMBEDDED IN THE
 DF2403'MONUMENT OF THE UNDERGROUND MARK AND A STEEL ROD EMBEDDED IN THE
 DF2403'SURFACE MONUMENT.
 DF2403'
 DF2403'REFERENCE MARK 1, STAMPED---BURGESS NO 1 1976---, IS A STANDARD DISK
 DF2403'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 38 FEET EAST-SOUTHEAST OF
 DF2403'A 10-INCH OAK TREE, 34 FEET SOUTH OF A 10-INCH OAK TREE AND 5.2 FEET
 DF2403'NORTH OF A METAL WITNESS POST.
 DF2403'
 DF2403'REFERENCE MARK 2, STAMPED---BURGESS NO 2 1976---, IS A STANDARD DISK
 DF2403'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 39 FEET NORTH OF THE TRACK
 DF2403'ROAD, 37 FEET WEST OF A 4-INCH OAK TREE AND 2.6 FEET SOUTH-SOUTHEAST
 DF2403'OF A METAL WITNESS POST.
 DF2403'
 DF2403'NO MEASUREMENT BETWEEN REFERENCES MARK 1 AND 2 BECAUSE OF A
 DF2403'TOWER LEG ON LINE.
 DF2403'
 DF2403'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 DF2403'
 DF2403'THE HEIGHT OF LIGHT ABOVE STATION MARK WAS 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2027 ***********************************************************************
 CL2027  DESIGNATION -  BURK
 CL2027  PID         -  CL2027
 CL2027  STATE/COUNTY-  GA/TATTNALL
 CL2027  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2027
 CL2027                         *CURRENT SURVEY CONTROL
 CL2027  ___________________________________________________________________
 CL2027* NAD 83(1994)-  32 07 17.56991(N)    082 08 54.11390(W)     ADJUSTED  
 CL2027* NAVD 88     -        66.5    (meters)     218.     (feet)  VERTCON   
 CL2027  ___________________________________________________________________
 CL2027  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CL2027  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CL2027
 CL2027  HORZ ORDER  -  SECOND
 CL2027
 CL2027.The horizontal coordinates were established by classical geodetic methods
 CL2027.and adjusted by the National Geodetic Survey in September 1997..
 CL2027
 CL2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2027
 CL2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2027
 CL2027.The geoid height was determined by GEOID03.
 CL2027
 CL2027;                    North         East     Units Scale Factor Converg.
 CL2027;SPC GA E     -   235,193.772   201,726.927   MT  0.99990004   +0 00 35.0
 CL2027;SPC GA E     -   771,631.57    661,832.43   sFT  0.99990004   +0 00 35.0
 CL2027;UTM  17      - 3,554,485.695   391,670.951   MT  0.99974472   -0 36 38.4
 CL2027
 CL2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2027!SPC GA E     -   0.99999414  x   0.99990004  =   0.99989418
 CL2027!UTM  17      -   0.99999414  x   0.99974472  =   0.99973886
 CL2027
 CL2027:                Primary Azimuth Mark                     Grid Az
 CL2027:SPC GA E     -  COLLINS MUNICIPAL TANK                   031 24 48.4
 CL2027:UTM  17      -  COLLINS MUNICIPAL TANK                   032 02 01.8
 CL2027
 CL2027|---------------------------------------------------------------------|
 CL2027| PID    Reference Object                     Distance      Geod. Az  |
 CL2027|                                                           dddmmss.s |
 CL2027| CL2019 COLLINS MUNICIPAL TANK              APPROX. 7.5 KM 0312523.4 |
 CL2027| CY7265 BURK RM 1                            31.974 METERS 07400     |
 CL2027| CL2026 REIDSVILLE CTHSE DOME               APPROX. 4.8 KM 1435909.6 |
 CL2027| CL2025 REIDSVILLE MUNICIPAL TANK           APPROX. 4.9 KM 1464703.5 |
 CL2027| CL2789 BURK AZ MK 2                        APPROX. 1.5 KM 1570345.0 |
 CL2027| CY7264 BURK AZ MK                                         1580729.8 |
 CL2027| CY7266 BURK RM 2                            47.421 METERS 17550     |
 CL2027|---------------------------------------------------------------------|
 CL2027
 CL2027                          SUPERSEDED SURVEY CONTROL
 CL2027
 CL2027  NAD 83(1986)-  32 07 17.57524(N)    082 08 54.11442(W) AD(       ) 2
 CL2027  NAD 27      -  32 07 16.87200(N)    082 08 54.68100(W) AD(       ) 2
 CL2027  NGVD 29 (12/08/88)   66.7    (m)          219.     (f) VERT ANG       
 CL2027
 CL2027.Superseded values are not recommended for survey control.
 CL2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2027.See file dsdata.txt to determine how the superseded data were derived.
 CL2027
 CL2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9167154486(NAD 83)
 CL2027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CL2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2027_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2027+STABILITY: SURFACE MOTION
 CL2027
 CL2027  HISTORY     - Date     Condition        Report By
 CL2027  HISTORY     - 1935     MONUMENTED       CGS
 CL2027  HISTORY     - 1959     GOOD             CGS
 CL2027  HISTORY     - 1968     GOOD             CGS
 CL2027  HISTORY     - 1985     GOOD             NGS
 CL2027
 CL2027                          STATION DESCRIPTION
 CL2027
 CL2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2027'ABOUT 4-1/2 MILES SOUTHWEST OF COLLINS, ABOUT 3 MILES NORTHWEST OF
 CL2027'REIDSVILLE, ON PROPERTY BELONGING TO G.L. BURKHALTER, 46 YARDS
 CL2027'SOUTHWEST OF SOUTHWEST CORNER OF SMALL CEMETERY, 43 FEET NORTHWEST
 CL2027'OF 10-INCH TRIANGULAR-BLAZED LIVE OAK TREE AND 34 FEET
 CL2027'EAST-NORTHEAST OF CENTER LINE OF ROAD.  TO REACH FROM REIDSVILLE,
 CL2027'GO NORTH ON ROAD AT NORTH SIDE OF COURTHOUSE FOR 3.1 MILES TO
 CL2027'STATION ON RIGHT JUST BEFORE REACHING BURKHALTER HOUSE.  SURFACE AND
 CL2027'UNDERGROUND GROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CL2027'
 CL2027'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 CL2027'MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES, IS 27 YARDS
 CL2027'SOUTH OF SOUTHWEST CORNER OF SMALL CEMETERY, 3 YARDS NORTH OF
 CL2027'8-INCH TRIPLE LIVE OAK TREE AND 104.91 FEET FROM STATION N 74
 CL2027'DEG 00 MIN E.  NO. 2 IS SET FLUSH WITH GROUND, 11 YARDS
 CL2027'SOUTH-SOUTHEAST OF 8-INCH OAK TREE, ABOUT 5 YARDS WEST-SOUTHWEST OF
 CL2027'ROAD TO STATION AND 155.58 FEET FROM STATION S 4 DEG 10 MIN E.
 CL2027'
 CL2027'AZIMUTH MARK IS 14 YARDS SOUTHWEST OF 12-INCH PINE TREE, 5 YARDS
 CL2027'WEST-SOUTHWEST OF CENTER LINE OF ROAD AND 0.35 MILE
 CL2027'FROM STATION S 21 DEG 53 MIN E.
 CL2027
 CL2027                          STATION RECOVERY (1959)
 CL2027
 CL2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW)
 CL2027'ABOUT 0.2 MILES WNW FROM THE MOST EASTERLY CORNER OF THE COURTHOUSE
 CL2027'LOT IN REIDSVILLE AND TAKE THE LEFT FORK ONTO A SECONDARY HIGHWAY,
 CL2027'THENCE WESTERLY AND NORTHWESTERLY 2.8 MILES TO THE STATION ON THE
 CL2027'RIGHT, ABOUT 90 YARDS SSE OF THE CREST OF HIGHWAY GRADE, 215 FEET
 CL2027'NNW OF THE INTERSECTION OF THE CENTER LINES OF A Y-INTERSECTION OF
 CL2027'HIGHWAY AND SIDE ROAD, 84 FEET SSW OF THE SW CORNER OF CONCRETE BLOCK
 CL2027'FOUNDATION OF FRAME HOUSE, 49 FEET ENE OF CENTER LINE OF THE
 CL2027'HIGHWAY, 20 FEET NNW OF THE PROJECTED LINE OF A FENCE FROM THE WSW
 CL2027'BETWEEN WOODS AND FIELD, A STANDARD MONUMENT, WITH
 CL2027'DISKS STAMPED BURK 1935, PROJECTS ABOUT 0.3 FOOT ABOVE GROUND.
 CL2027'
 CL2027'THE STATION MARK AND R.M. NO. 1 WERE FOUND IN GOOD CONDITION, R.M.
 CL2027'NO. 2 LOCATION NOW OCCUPIED BY THE HIGHWAY, AND THE AZIMUTH MARK
 CL2027'WAS FOUND DESTROYED AND DISK RECLAIMED.  A NEW REFERENCE MARK NO.
 CL2027'3 WAS SET ON THE LINE FROM NO. 1 THRU THE STATION PRODUCED.
 CL2027'
 CL2027'REFERENCE STAMPED BURK NO 1 1935,  FLUSH WITH THE GENERAL
 CL2027'LEVEL OF THE GROUND, IS 104.91 FEET N 74 DEG 00 MIN E
 CL2027'FROM THE STATION, 154 FEET ENE OF CENTER LINE OF HIGHWAY, ABOUT 10
 CL2027'FEET N OF A TRIPLETS WATER OAK, AND 4.5 FEET WSW OF A FENCE.
 CL2027'
 CL2027'REFERENCE STAMPED BURK NO. 3 1959, A STANDARD DISK SET INTO THE TOP
 CL2027'OF A ROUND CONCRETE MONUMENT AND PROJECTING 0.5 FOOT, IS
 CL2027'28.058 METERS OR 92.05 FEET ABOUT (LINE BETWEEN STATION AND NO. 1
 CL2027'OBSTRUCTED) S 74 DEG 00 MIN W FROM THE STATION, 44 FEET WSW
 CL2027'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NNW OF FENCE
 CL2027'T-INTERSECTION, AND 1-1/2 FEET SSW OF A STEEL WITNESS POST.
 CL2027
 CL2027                          STATION RECOVERY (1968)
 CL2027
 CL2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL2027'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 CL2027'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 CL2027'WERE REPORTED DESTROYED IN THE 1959 RECOVERY NOTE BY A.L.W.
 CL2027'
 CL2027'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CL2027'
 CL2027'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF REIDSVILLE AND 4
 CL2027'1/2 MILES SSW OF COLLINS, ON PROPERTY OWNED AND OCCUPIED BY MR.
 CL2027'JAMES ALVIN LYNN.  IT IS 48 FEET EAST OF THE APPROXIMATE CENTERLINE
 CL2027'OF A MACADAM ROAD, 83 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR.
 CL2027'LYNNS HOUSE AND 3.9 FEET NORTH OF THE NORTHWEST OF A LEANTO SHED ON
 CL2027'A TOBACCO BARN.  THE MONUMENT PROJECTS ABOUT 3 INCHES AND THE DISK
 CL2027'IS STAMPED BURK 1935.
 CL2027'
 CL2027'REFERENCE MARK NO. 1 IS 43 FEET NE OF A 28-INCH LIVEOAK TREE, 11-1/2
 CL2027'FEET SOUTH OF AN 18-INCH PINE TREE AND 4 FEET SOUTH OF THE SOUTHEAST
 CL2027'CORNER OF A MACHINE SHED.  THE MONUMENT IS FLUSH WITH THE GROUND AND
 CL2027'THE DISK IS STAMPED BURK NO 1 1935.
 CL2027'
 CL2027'REFERENCE MARK NO. 3 IS 91.85 FEET WEST OF THE STATION, 43.8 FEET
 CL2027'WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 28-1/2 FEET NORTH OF
 CL2027'A T-FENCE CORNER, 1 FOOT EAST OF A WIRE FENCE AND 1-1/2 FEET SOUTH
 CL2027'OF A STEEL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE GROUND AND
 CL2027'THE DISK IS STAMPED BURK NO 3 1959.
 CL2027'
 CL2027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 WITH
 CL2027'STATE HIGHWAYS 121 AND 23, IN REIDSVILLE, GO NORTHWEST ON HIGHWAY
 CL2027'121 FOR 0.25 MILE TO A FORK, BEAR LEFT AND GO NW ON A MACADAM ROAD
 CL2027'FOR 2.8 MILES TO MR. LYNNS HOUSE AND STATION ON RIGHT.
 CL2027
 CL2027                          STATION RECOVERY (1985)
 CL2027
 CL2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2027'THE STATION WAS RECOVERED AT THIS DATE.
 CL2027'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 CL2027'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE NOT RECOVERED.  A NEW
 CL2027'AZIMUTH MARK WAS ESTABLISHED.  THE HORIZONTAL DISTANCE TO THE
 CL2027'REFERENCE MARK 1 CHECKED THE OLD OBSERVATIONS.  THE STATION BEING IN
 CL2027'A LAWN WAS HEAVILY CHIPPED.  AN APRON WAS BUILT OF CONCRETE TO HELP.
 CL2027'
 CL2027'THE STATION IS LOCATED ABOUT 7.2 KM (3.2 MI)
 CL2027'NORTHWEST OF REIDSVILLE AND
 CL2027'7.2 KM (4.5 MI) SOUTH-SOUTHWEST OF COLLINS.
 CL2027'OWNERSHIP--HARRY E. BETHEA, C/0 CORRINA FARMS INC. PO BAX 246,
 CL2027'REIDSVILLE, GA. 30453. 912 557 4888.
 CL2027'
 CL2027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2027'ROUTES 23 AND 121 IN REIDSVILLE, GO NORTH ON THE STAE ROUTES FOR
 CL2027'0.4 KM (0.25 MI) TO A FORK LEFT, COUNTY PAVED ROAD 164.  BEAR LEFT
 CL2027'NORTHWEST FOR 3.0 KM (1.9 MI) TO A RED BRICK HOUSE ON THE LEFT THE
 CL2027'SITE OF THE AZIMUTH MARK.  CONTINUE AHEAD FOR 0.32 KM (0.2 MI) TO A
 CL2027'TRANSMISSION LINE CROSSING.  CONTINUE AHEAD FOR 1.3 KM (0.8 MI) TO
 CL2027'COUNTY SAND ROAD 167 ON THE RIGHT.  CONTINUE AHEAD FOR 61 METERS TO
 CL2027'THE STATION ON THE RIGHT IN THE LAWN OF A FRAME HOUSE NOT OCCUPIED.
 CL2027'
 CL2027'THE STATION IS A STANDARD NGS DISK
 CL2027'STAMPED---BURK 1985---,
 CL2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2027'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND
 CL2027'WITH A 0.6 METER IN DIAMETER CONCRETE MASS AROUND IT TO PROTECT THE
 CL2027'MARK AND MOWERS.  LOCATED
 CL2027'25.3 METERS (83.9 FT) SOUTH-SOUTHWEST FROM THE CORNER OF THE HOUSE,
 CL2027'14.6 METERS (48.0 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 CL2027'13.1 METERS (42.9 FT) NORTHWEST FROM A 1 METER LIVE OAK TREE,
 CL2027'11.2 METERS (36.6 FT) SOUTH FROM A 0.5
 CL2027'0.58 METERS (1.9 FT) WEST FROM A WITNESS POST.
 CL2027'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2027'STAMPED---BURK 1935---,
 CL2027'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2027'
 CL2027'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 CL2027'STAMPED---BURK NO 1 1935---,
 CL2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2027'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 CL2027'23.2 METERS (76.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 CL2027'THE HOUSE,
 CL2027'17.4 METERS (56.9 FT) NORTHWEST FROM A WELL TANK,
 CL2027'3.61 METERS (11.8 FT) SOUTH FROM A 0.6 METER PINE TREE AND,
 CL2027'0.26 METERS (0.85 FT) SOUTH FROM A WITNESS POST.
 CL2027'MARK IS LEVEL WITH THE STATION.
 CL2027'
 CL2027'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 CL2027'STAMPED---BURK 1935 1985 NO 2---,
 CL2027'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2027'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2027'11.9 METERS (39.0 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 CL2027'7.2 METERS (23.5 FT) NORTH FROM A TELEPHONE BOX,
 CL2027'6.4 METERS (21.0 FT) SOUTH-SOUTHWEST FROM A METAL PIPE UNDER THE
 CL2027'DRIVEWAY TO THE BRICK HOUSE AND,
 CL2027'6.2 METERS (20.5 FT) EAST-NORTHEAST FROM A POWER POLE WITH
 CL2027'TRANSFORMER AND WITNESS POST.
 CL2027'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2027'STAMPED---BURK 1935 1985 NO 2---,
 CL2027'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2027'
 CL2027'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2027'
 CL2027'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2789 ***********************************************************************
 CL2789  DESIGNATION -  BURK AZ MK 2
 CL2789  PID         -  CL2789
 CL2789  STATE/COUNTY-  GA/TATTNALL
 CL2789  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2789
 CL2789                         *CURRENT SURVEY CONTROL
 CL2789  ___________________________________________________________________
 CL2789* NAD 83(1994)-  32 06 31.83662(N)    082 08 31.37540(W)     ADJUSTED  
 CL2789* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 CL2789  ___________________________________________________________________
 CL2789  X           -     739,324.625 (meters)                     COMP
 CL2789  Y           -  -5,356,899.868 (meters)                     COMP
 CL2789  Z           -   3,370,676.433 (meters)                     COMP
 CL2789  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 CL2789  ELLIP HEIGHT-          29.42  (meters)          (09/03/97) GPS OBS
 CL2789  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CL2789
 CL2789  HORZ ORDER  -  FIRST
 CL2789  ELLP ORDER  -  FOURTH    CLASS II
 CL2789
 CL2789.The horizontal coordinates were established by GPS observations
 CL2789.and adjusted by the National Geodetic Survey in September 1997..
 CL2789
 CL2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2789
 CL2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2789
 CL2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2789
 CL2789.The ellipsoidal height was determined by GPS observations
 CL2789.and is referenced to NAD 83.
 CL2789
 CL2789.The geoid height was determined by GEOID03.
 CL2789
 CL2789;                    North         East     Units Scale Factor Converg.
 CL2789;SPC GA E     -   233,785.334   202,323.242   MT  0.99990007   +0 00 47.1
 CL2789;SPC GA E     -   767,010.72    663,788.84   sFT  0.99990007   +0 00 47.1
 CL2789;UTM  17      - 3,553,071.105   392,251.894   MT  0.99974317   -0 36 25.5
 CL2789
 CL2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2789!SPC GA E     -   0.99999538  x   0.99990007  =   0.99989545
 CL2789!UTM  17      -   0.99999538  x   0.99974317  =   0.99973855
 CL2789
 CL2789                          SUPERSEDED SURVEY CONTROL
 CL2789
 CL2789  NAD 83(1986)-  32 06 31.84271(N)    082 08 31.37811(W) AD(       ) 1
 CL2789  NGVD 29 (12/08/88)   58.9    (m)          193.     (f) GPS OBS        
 CL2789
 CL2789.Superseded values are not recommended for survey control.
 CL2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2789.See file dsdata.txt to determine how the superseded data were derived.
 CL2789
 CL2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9225253071(NAD 83)
 CL2789_MARKER: DZ = AZIMUTH MARK DISK
 CL2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2789+STABILITY: SURFACE MOTION
 CL2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2789+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1986
 CL2789
 CL2789  HISTORY     - Date     Condition        Report By
 CL2789  HISTORY     - 1985     MONUMENTED       NGS
 CL2789  HISTORY     - 19861117 GOOD
 CL2789
 CL2789                          STATION DESCRIPTION
 CL2789
 CL2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2789'THE STATION IS LOCATED ABOUT 3.4 KM (2.2 MI)
 CL2789'NORTHWEST OF REIDSVILLE AND
 CL2789'7.2 KM (4.5 MI) SOUTH-SOUTHWEST OF COLLINS.
 CL2789'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2789'
 CL2789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2789'ROUTES 23 AND 121 IN REIDSVILLE, GO NORTH ON THE STATE ROUTES FOR
 CL2789'0.4 KM (0.25 MI) TO A Y LEFT AT COUNTY PAVED ROAD 164.  BEAR LEFT
 CL2789'NORTHWEST FOR 3.0 KM (1.9 MI) TO A RED BRICK HOUSE ON THE LEFT AND
 CL2789'THE STATION.
 CL2789'
 CL2789'THE STATION IS A STANDARD NGS DISK
 CL2789'STAMPED---BURK 1935 1985 NO 2---,
 CL2789'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2789'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2789'11.9 METERS (39.0 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 CL2789'7.2 METERS (23.5 FT) NORTH FROM A TELEPHONE BOX,
 CL2789'6.4 METERS (21.0 FT) SOUTH-SOUTHWEST FROM A METAL PIPE UNDER THE
 CL2789'DRIVEWAY LEADING TO THE HOUSE AND,
 CL2789'6.2 METERS (20.5 FT) EAST-NORTHEAST FROM A POWER POLE WITH A
 CL2789'TRANSFORMER AND WITNESS POST.
 CL2789'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2789'STAMPED---BURK 1935 1985 NO 2---,
 CL2789'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2789'
 CL2789'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2789'
 CL2789'DESCRIBED BY B. PUTZIGER.
 CL2789
 CL2789                          STATION RECOVERY (1986)
 CL2789
 CL2789'RECOVERED 1986
 CL2789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4050 ***********************************************************************
 CK4050  DESIGNATION -  BURKE 1918
 CK4050  PID         -  CK4050
 CK4050  STATE/COUNTY-  GA/CHATHAM
 CK4050  USGS QUAD   -  PORT WENTWORTH (1993)
 CK4050
 CK4050                         *CURRENT SURVEY CONTROL
 CK4050  ___________________________________________________________________
 CK4050* NAD 83(1994)-  32 08 24.77212(N)    081 11 10.44736(W)     ADJUSTED  
 CK4050* NAVD 88     -        13.46   (+/-2cm)      44.2    (feet)  VERTCON   
 CK4050  ___________________________________________________________________
 CK4050  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK4050  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK4050
 CK4050  HORZ ORDER  -  FIRST
 CK4050  VERT ORDER  -  THIRD ? (See Below)
 CK4050
 CK4050.The horizontal coordinates were established by classical geodetic methods
 CK4050.and adjusted by the National Geodetic Survey in September 1997..
 CK4050
 CK4050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4050.The vertical order pertains to the NGVD 29 superseded value.
 CK4050
 CK4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4050
 CK4050.The geoid height was determined by GEOID03.
 CK4050
 CK4050;                    North         East     Units Scale Factor Converg.
 CK4050;SPC GA E     -   237,684.450   292,495.493   MT  1.00000547   +0 31 17.8
 CK4050;SPC GA E     -   779,803.07    959,628.96   sFT  1.00000547   +0 31 17.8
 CK4050;SPC SC       -    34,052.364   592,026.311   MT  1.00014606   -0 06 11.7
 CK4050;SPC SC       -   111,720.35  1,942,343.54   iFT  1.00014606   -0 06 11.7
 CK4050;UTM  17      - 3,555,992.768   482,435.882   MT  0.99960380   -0 05 56.7
 CK4050
 CK4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4050!SPC GA E     -   1.00000277  x   1.00000547  =   1.00000824
 CK4050!SPC SC       -   1.00000277  x   1.00014606  =   1.00014883
 CK4050!UTM  17      -   1.00000277  x   0.99960380  =   0.99960657
 CK4050
 CK4050:                Primary Azimuth Mark                     Grid Az
 CK4050:SPC GA E     -  CHATHAM                                  152 37 29.4
 CK4050:SPC SC       -  CHATHAM                                  153 14 58.9
 CK4050:UTM  17      -  CHATHAM                                  153 14 43.9
 CK4050
 CK4050|---------------------------------------------------------------------|
 CK4050| PID    Reference Object                     Distance      Geod. Az  |
 CK4050|                                                           dddmmss.s |
 CK4050| CK4033 CHATHAM                             APPROX. 4.1 KM 1530847.2 |
 CK4050| CK0408 D 37=BURKE RM                        11.894 METERS 22447     |
 CK4050|---------------------------------------------------------------------|
 CK4050
 CK4050                          SUPERSEDED SURVEY CONTROL
 CK4050
 CK4050  NAD 83(1986)-  32 08 24.78635(N)    081 11 10.46122(W) AD(       ) 1
 CK4050  NAD 27      -  32 08 24.05100(N)    081 11 11.06000(W) AD(       ) 1
 CK4050  NGVD 29 (07/19/86)   13.74   (m)           45.1    (f) LEVELING    3  
 CK4050
 CK4050.Superseded values are not recommended for survey control.
 CK4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4050.See file dsdata.txt to determine how the superseded data were derived.
 CK4050
 CK4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8243655993(NAD 83)
 CK4050_MARKER: DS = TRIANGULATION STATION DISK
 CK4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4050+STABILITY: SURFACE MOTION
 CK4050
 CK4050  HISTORY     - Date     Condition        Report By
 CK4050  HISTORY     - 1918     MONUMENTED       CGS
 CK4050  HISTORY     - 1919     GOOD             CGS
 CK4050  HISTORY     - 1932     GOOD             CGS
 CK4050  HISTORY     - 1934     GOOD             CGS
 CK4050  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK4050
 CK4050                          STATION DESCRIPTION
 CK4050
 CK4050'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK4050'ON THE SEABOARD AIR LINE RAILWAY RIGHT OF WAY, 210 M. S OF M.
 CK4050'P. 146, 8 MI. N OF SAVANNAH, 5 M. S FROM THE MIDDLE OF A
 CK4050'PUBLIC ROAD, AND 2.05 M. E OF THE E RAIL OF THE MAIN TRACK.
 CK4050'
 CK4050'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE
 CK4050'TABLETS SET IN CONCRETE AND B.M.
 CK4050'
 CK4050'U.S.C. AND G.S. B.M. D-37 - DISTANT 11.92 M.
 CK4050
 CK4050                          STATION RECOVERY (1919)
 CK4050
 CK4050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (EOH)
 CK4050'NEW MILE POST SET.  BURKE IS ABOUT 500 M. S OF MILE POST
 CK4050'493.
 CK4050
 CK4050                          STATION RECOVERY (1932)
 CK4050
 CK4050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 CK4050'STATION RECOVERED AS DESCRIBED, AND TIED IN TO TRIANGULATION
 CK4050'STATION CHEROKEE, BY DIRECTION AND MEASUREMENT.
 CK4050
 CK4050                          STATION RECOVERY (1934)
 CK4050
 CK4050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JMF)
 CK4050'DESCRIPTION SHOULD READ--342 METERS SOUTH OF MILE POST 489.
 CK4050
 CK4050                          STATION RECOVERY (1975)
 CK4050
 CK4050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK4050'THE STATION SEARCHED FOR BUT WAS NOT FOUND.  BENCH MARK D 37 IS
 CK4050'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1373 ***********************************************************************
 CL1373  DESIGNATION -  BURKETT=T 24
 CL1373  PID         -  CL1373
 CL1373  STATE/COUNTY-  GA/BIBB
 CL1373  USGS QUAD   -  DRY BRANCH (1985)
 CL1373
 CL1373                         *CURRENT SURVEY CONTROL
 CL1373  ___________________________________________________________________
 CL1373* NAD 83(1994)-  32 48 03.21521(N)    083 29 51.74993(W)     ADJUSTED  
 CL1373* NAVD 88     -       114.002  (meters)     374.02   (feet)  POSTED    
 CL1373  ___________________________________________________________________
 CL1373  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CL1373  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CL1373  DYNAMIC HT  -         113.880 (meters)     373.62  (feet)  COMP
 CL1373  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 CL1373
 CL1373  HORZ ORDER  -  FIRST
 CL1373  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1373
 CL1373.The horizontal coordinates were established by classical geodetic methods
 CL1373.and adjusted by the National Geodetic Survey in September 1997..
 CL1373
 CL1373.The orthometric height was determined by differential leveling
 CL1373.and adjusted by the National Geodetic Survey in 1992..
 CL1373.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1373.rate of 1.1 thru 2.0 mm/km.
 CL1373
 CL1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1373
 CL1373.The geoid height was determined by GEOID03.
 CL1373
 CL1373.The dynamic height is computed by dividing the NAVD 88
 CL1373.geopotential number by the normal gravity value computed on the
 CL1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1373.degrees latitude (g = 980.6199 gals.).
 CL1373
 CL1373.The modeled gravity was interpolated from observed gravity values.
 CL1373
 CL1373;                    North         East     Units Scale Factor Converg.
 CL1373;SPC GA W     -   310,720.236   762,650.675   MT  0.99994838   +0 21 44.6
 CL1373;SPC GA W     - 1,019,421.31  2,502,129.76   sFT  0.99994838   +0 21 44.6
 CL1373;UTM  17      - 3,631,976.925   266,121.002   MT  1.00027452   -1 21 13.2
 CL1373
 CL1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1373!SPC GA W     -   0.99998638  x   0.99994838  =   0.99993476
 CL1373!UTM  17      -   0.99998638  x   1.00027452  =   1.00026089
 CL1373
 CL1373|---------------------------------------------------------------------|
 CL1373| PID    Reference Object                     Distance      Geod. Az  |
 CL1373|                                                           dddmmss.s |
 CL1373| CL3187 BURKETT BRICK PIER SW                              14809     |
 CL1373| CL1372 BRANCH=V 24                         298.189 METERS 16313     |
 CL1373| CL3008 BURKETT RM                           19.553 METERS 23403     |
 CL1373| CL1421 IVEY=S 24                           APPROX. 0.6 KM 2793738.7 |
 CL1373|---------------------------------------------------------------------|
 CL1373
 CL1373                          SUPERSEDED SURVEY CONTROL
 CL1373
 CL1373  NAD 83(1986)-  32 48 03.21712(N)    083 29 51.74792(W) AD(       ) 1
 CL1373  NAD 27      -  32 48 02.71900(N)    083 29 52.10200(W) AD(       ) 1
 CL1373
 CL1373.Superseded values are not recommended for survey control.
 CL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1373.See file dsdata.txt to determine how the superseded data were derived.
 CL1373
 CL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6612131977(NAD 83)
 CL1373_MARKER: DS = TRIANGULATION STATION DISK
 CL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1373
 CL1373  HISTORY     - Date     Condition        Report By
 CL1373  HISTORY     - 1918     MONUMENTED       CGS
 CL1373  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1373  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1373
 CL1373                          STATION DESCRIPTION
 CL1373
 CL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1373'AT DRY BRANCH, ON MACON, DUBLIN AND SAVANNAH RAILWAY, IN MR.
 CL1373'BURKETTS GARDEN, 40 FEET EAST OF EAST END OF DEPOT, AND 41.715
 CL1373'METERS (136.86 FEET) NORTH OF NORTH RAIL OF MAIN TRACK.
 CL1373'REFERENCE MARK = U-24 IS 6 FEET WEST OF A 10-INCH OAK.  19.553
 CL1373'METERS (64.15 FEET) FROM STATION IN GRID AZIMUTH 53 DEG 42 MIN.
 CL1373'IN 1922 STATION MARK WAS REPORTED DESTROYED, AND IN 1934
 CL1373'REFERENCE MARK WAS REPORTED BROKEN OFF ABOUT 10 INCHES BELOW
 CL1373'THE TOP.
 CL1373
 CL1373                          STATION RECOVERY (1949)
 CL1373
 CL1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1373'STATION MARK WAS REPORTED IN 1922 AS DESTROYED.
 CL1373'
 CL1373'THE BROKEN REFERENCE MARK WAS NOT FOUND.  THE PRESENT OWNER
 CL1373'AND 13-YEAR OCCUPANT COULD NOT REMEMBER HAVING SEEN IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1586 ***********************************************************************
 BR1586  DESIGNATION -  BURNETT
 BR1586  PID         -  BR1586
 BR1586  STATE/COUNTY-  GA/WAYNE
 BR1586  USGS QUAD   -  JESUP NW (1988)
 BR1586
 BR1586                         *CURRENT SURVEY CONTROL
 BR1586  ___________________________________________________________________
 BR1586* NAD 83(1994)-  31 38 49.10407(N)    081 58 29.76833(W)     ADJUSTED  
 BR1586* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 BR1586  ___________________________________________________________________
 BR1586  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 BR1586  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 BR1586
 BR1586  HORZ ORDER  -  FIRST
 BR1586
 BR1586.The horizontal coordinates were established by classical geodetic methods
 BR1586.and adjusted by the National Geodetic Survey in September 1997..
 BR1586
 BR1586.The orthometric height was scaled from a topographic map.
 BR1586
 BR1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1586
 BR1586.The geoid height was determined by GEOID03.
 BR1586
 BR1586;                    North         East     Units Scale Factor Converg.
 BR1586;SPC GA E     -   182,591.831   218,184.536   MT  0.99990408   +0 06 02.2
 BR1586;SPC GA E     -   599,053.37    715,827.10   sFT  0.99990408   +0 06 02.2
 BR1586;UTM  17      - 3,501,719.119   407,559.010   MT  0.99970539   -0 30 41.7
 BR1586
 BR1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1586!SPC GA E     -   0.99999772  x   0.99990408  =   0.99990180
 BR1586!UTM  17      -   0.99999772  x   0.99970539  =   0.99970311
 BR1586
 BR1586|---------------------------------------------------------------------|
 BR1586| PID    Reference Object                     Distance      Geod. Az  |
 BR1586|                                                           dddmmss.s |
 BR1586| CW4717 BURNETT RM                           16.370 METERS 02006     |
 BR1586| BR1587 NESBITT                             APPROX. 3.9 KM 1115844.8 |
 BR1586|---------------------------------------------------------------------|
 BR1586
 BR1586                          SUPERSEDED SURVEY CONTROL
 BR1586
 BR1586  NAD 83(1986)-  31 38 49.11011(N)    081 58 29.77704(W) AD(       ) 1
 BR1586  NAD 27      -  31 38 48.34200(N)    081 58 30.35100(W) AD(       ) 1
 BR1586
 BR1586.Superseded values are not recommended for survey control.
 BR1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1586.See file dsdata.txt to determine how the superseded data were derived.
 BR1586
 BR1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0755901719(NAD 83)
 BR1586_MARKER: DS = TRIANGULATION STATION DISK
 BR1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1586
 BR1586  HISTORY     - Date     Condition        Report By
 BR1586  HISTORY     - 1917     MONUMENTED       CGS
 BR1586  HISTORY     - 1922     GOOD             CGS
 BR1586
 BR1586                          STATION DESCRIPTION
 BR1586
 BR1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BR1586'ABOUT 1-1/2 MILES WEST OF NESBITT, ON RIGHT SIDE OF SOUTHERN
 BR1586'RAILWAY, HALFWAY BETWEEN SIXTH AND SEVENTH TELEGRAPH POLES
 BR1586'EAST FROM BRIDGE 384.4-H, AND 2.53 METERS (8.3 FEET) FROM
 BR1586'RIGHT RAIL OF TRACK.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 BR1586'UNDERGROUND MARK IS NAIL IN CONCRETE.
 BR1586'REFERENCE MARK IS LARGE NAIL IN SQUARE CONCRETE POST, 16.37
 BR1586'METERS (53.7 FEET) FROM STATION IN GRID AZIMUTH 200 DEG 00 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1881 ***********************************************************************
 CM1881  DESIGNATION -  BURNS
 CM1881  PID         -  CM1881
 CM1881  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1881  USGS QUAD   -  OCHILLEE (1993)
 CM1881
 CM1881                         *CURRENT SURVEY CONTROL
 CM1881  ___________________________________________________________________
 CM1881* NAD 83(1994)-  32 23 03.40601(N)    084 50 20.61331(W)     ADJUSTED  
 CM1881* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 CM1881  ___________________________________________________________________
 CM1881  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CM1881  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CM1881
 CM1881  HORZ ORDER  -  FIRST
 CM1881
 CM1881.The horizontal coordinates were established by classical geodetic methods
 CM1881.and adjusted by the National Geodetic Survey in September 1997..
 CM1881
 CM1881.The orthometric height was scaled from a topographic map.
 CM1881
 CM1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1881
 CM1881.The geoid height was determined by GEOID03.
 CM1881
 CM1881;                    North         East     Units Scale Factor Converg.
 CM1881;SPC GA W     -   264,524.246   636,735.638   MT  0.99994934   -0 21 36.5
 CM1881;SPC GA W     -   867,859.96  2,089,023.51   sFT  0.99994934   -0 21 36.5
 CM1881;UTM  16      - 3,585,085.187   703,277.216   MT  1.00010959   +1 09 28.0
 CM1881
 CM1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1881!SPC GA W     -   0.99999117  x   0.99994934  =   0.99994051
 CM1881!UTM  16      -   0.99999117  x   1.00010959  =   1.00010076
 CM1881
 CM1881|---------------------------------------------------------------------|
 CM1881| PID    Reference Object                     Distance      Geod. Az  |
 CM1881|                                                           dddmmss.s |
 CM1881| CY8133 BURNS RM                             21.630 METERS 09707     |
 CM1881| CM1887 OCHILLE                             APPROX. 1.8 KM 3352243.3 |
 CM1881|---------------------------------------------------------------------|
 CM1881
 CM1881                          SUPERSEDED SURVEY CONTROL
 CM1881
 CM1881  NAD 83(1994)-  32 23 03.41021(N)    084 50 20.61175(W) AD(       ) 1
 CM1881  NAD 83(1986)-  32 23 03.41164(N)    084 50 20.61282(W) AD(       ) 1
 CM1881  NAD 27      -  32 23 02.88800(N)    084 50 20.87400(W) AD(       ) 1
 CM1881
 CM1881.Superseded values are not recommended for survey control.
 CM1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1881.See file dsdata.txt to determine how the superseded data were derived.
 CM1881
 CM1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA0327785085(NAD 83)
 CM1881_MARKER: DS = TRIANGULATION STATION DISK
 CM1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1881
 CM1881  HISTORY     - Date     Condition        Report By
 CM1881  HISTORY     - 1917     MONUMENTED       CGS
 CM1881
 CM1881                          STATION DESCRIPTION
 CM1881
 CM1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1881'ABOUT 3/4 MILE SOUTH ALONG SEABOARD AIR LINE RAILWAY FROM OCHILLE
 CM1881'RAILWAY STATION, 1/3 MILE NORTH OF MILEPOST 12, 25 METERS (82
 CM1881'FEET) WEST OF RAILWAY TRESTLE 11.6, AT THE INTERSECTION OF THE
 CM1881'TANGENTS TO THE CURVE OF EAST RAIL OF TRACK.  SURFACE AND
 CM1881'UNDERGROUND MARKS ARE SET.  REFERENCE
 CM1881'MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 9 METERS (30 FEET)
 CM1881'WEST FROM THE SOUTH END OF THE TRESTLE AND 0.8 METER (3 FEET)
 CM1881'NORTH FROM A TELEGRAPH POLE, 21.63 METERS (71.0 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2388 ***********************************************************************
 BC2388  DESIGNATION -  BURNTFORT
 BC2388  PID         -  BC2388
 BC2388  STATE/COUNTY-  GA/CHARLTON
 BC2388  USGS QUAD   -  BURNT FORT (1993)
 BC2388
 BC2388                         *CURRENT SURVEY CONTROL
 BC2388  ___________________________________________________________________
 BC2388* NAD 83(1994)-  30 56 49.19423(N)    081 53 57.88208(W)     ADJUSTED  
 BC2388* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 BC2388  ___________________________________________________________________
 BC2388  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BC2388  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BC2388
 BC2388  HORZ ORDER  -  SECOND
 BC2388  VERT ORDER  -  THIRD ? (See Below)
 BC2388
 BC2388.The horizontal coordinates were established by classical geodetic methods
 BC2388.and adjusted by the National Geodetic Survey in September 1997..
 BC2388
 BC2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BC2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BC2388.The vertical order pertains to the NGVD 29 superseded value.
 BC2388
 BC2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2388
 BC2388.The geoid height was determined by GEOID03.
 BC2388
 BC2388;                    North         East     Units Scale Factor Converg.
 BC2388;SPC GA E     -   105,004.818   225,535.586   MT  0.99990804   +0 08 14.8
 BC2388;SPC GA E     -   344,503.31    739,944.67   sFT  0.99990804   +0 08 14.8
 BC2388;SPC FL E     -   733,193.010   114,058.258   MT  1.00003225   -0 27 45.2
 BC2388;SPC FL E     - 2,405,484.07    374,206.13   sFT  1.00003225   -0 27 45.2
 BC2388;UTM  17      - 3,424,074.829   414,087.581   MT  0.99969104   -0 27 45.2
 BC2388
 BC2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2388!SPC GA E     -   1.00000378  x   0.99990804  =   0.99991182
 BC2388!SPC FL E     -   1.00000378  x   1.00003225  =   1.00003603
 BC2388!UTM  17      -   1.00000378  x   0.99969104  =   0.99969482
 BC2388
 BC2388|---------------------------------------------------------------------|
 BC2388| PID    Reference Object                     Distance      Geod. Az  |
 BC2388|                                                           dddmmss.s |
 BC2388| CW4722 BURNTFORT RM 4                       54.661 METERS 02601     |
 BC2388| CW4718 BURNTFORT AZ MK                     181.887 METERS 03147     |
 BC2388| CW4719 BURNTFORT RM 1                       34.784 METERS 03601     |
 BC2388| BC2387 BUIE                                APPROX. 1.5 KM 1401148.4 |
 BC2388| BC2390 PTS 36 MAC                           35.713 METERS 28845     |
 BC2388| CW4720 BURNTFORT RM 2                       34.394 METERS 29003     |
 BC2388| CW4721 BURNTFORT RM 3                       17.876 METERS 33226     |
 BC2388|---------------------------------------------------------------------|
 BC2388
 BC2388                          SUPERSEDED SURVEY CONTROL
 BC2388
 BC2388  NAD 83(1994)-  30 56 49.20655(N)    081 53 57.88372(W) AD(       ) 2
 BC2388  NAD 83(1986)-  30 56 49.20937(N)    081 53 57.88714(W) AD(       ) 2
 BC2388  NAD 27      -  30 56 48.37800(N)    081 53 58.48500(W) AD(       ) 2
 BC2388  NGVD 29 (07/19/86)    4.64   (m)           15.2    (f) LEVELING    3  
 BC2388
 BC2388.Superseded values are not recommended for survey control.
 BC2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2388.See file dsdata.txt to determine how the superseded data were derived.
 BC2388
 BC2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1408824075(NAD 83)
 BC2388_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2388+STABILITY: SURFACE MOTION
 BC2388
 BC2388  HISTORY     - Date     Condition        Report By
 BC2388  HISTORY     - 1935     MONUMENTED       CGS
 BC2388  HISTORY     - 1954     GOOD             CGS
 BC2388  HISTORY     - 1962     GOOD             LOCSUR
 BC2388  HISTORY     - 1968     GOOD             CGS
 BC2388  HISTORY     - 1983     GOOD             NGS
 BC2388
 BC2388                          STATION DESCRIPTION
 BC2388
 BC2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2388'IN BURNT FORT ABOUT 10 MILES NORTHEAST OF FOLKSTON, ON PROPERTY
 BC2388'BELONGING TO WILLIAM MIZELL, ABOUT 125 FEET WEST OF AN OLD FERRY
 BC2388'LANDING, ABOUT 90 FEET SOUTH-SOUTHWEST OF UNPAINTED FRAME HOUSE AT
 BC2388'WEST END OF BRIDGE, 19 PACES EAST OF FENCE CORNER OF BEND IN ROAD,
 BC2388'51.5 FEET NORTH-NORTHWEST OF WIRE FENCE CORNER, 37 FEET WEST OF
 BC2388'BARBED-WIRE FENCE AND 33 FEET EAST OF CENTER LINE OF DIRT ROAD.
 BC2388'TO REACH FROM FOLKSTON, TURN NORTH FROM U.S. HIGHWAY 1 AT STANDARD
 BC2388'OIL STATION ACROSS FROM THE COURTHOUSE AND GO ONE BLOCK.  TURN
 BC2388'RIGHT (EAST) ALONG NORTH SIDE OF COURTHOUSE (BETWEEN IRON AND
 BC2388'PICKET FENCES) FOR 0.25 MILE TO Y.  GO LEFT 5.55 MILES ON MAIN
 BC2388'ROAD TO Y.  GO RIGHT 4.6 MILES ON MAIN ROAD TO BEND IN ROAD AT
 BC2388'BURNT FORT AND STATION ON EAST.  SURFACE AND UNDERGROUND MARKS ARE
 BC2388'STANDARD DISKS IN CONCRETE.  UPPER MARK PROJECTS 4 INCHES.
 BC2388'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 BC2388'MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 6 PACES
 BC2388'EAST OF CENTER LINE OF ROAD, 5 PACES WEST OF LARGEST CHIMNEY ON WEST
 BC2388'SIDE OF FRAME HOUSE, 1.5 FEET EAST OF POST WITH SIGNBOARD BURNT FORT,
 BC2388'GA. AND 114.12 FEET NORTHEAST OF STATION N 36 DEG 01 MIN E.
 BC2388'NO. 2 PROJECTS 8 INCHES, IS 8 PACES NORTH OF CENTER LINE OF ROAD,
 BC2388'5 FEET NORTHEAST OF PRIMARY TRAVERSE STATION 36 (U.S.G.S.) 2.5 FEET
 BC2388'SOUTH OF WIRE FENCE AND 112.84 FEET WEST OF STATION N 69 DEG 57
 BC2388'MIN W.  AZIMUTH MARK PROJECTS 6 INCHES, IS AT EDGE OF PICNIC
 BC2388'GROVE, 31 PACES SOUTHEAST OF SOUTHEAST CORNER OF CLUBHOUSE, 5
 BC2388'PACES SOUTHWEST OF 10-INCH MOSS TREE, 3 PACES NORTHWEST OF 8-INCH
 BC2388'MOSS TREE, 2 PACES EAST OF 10-INCH MOSS TREE AND 0.1 MILE
 BC2388'NORTHEAST OF STATION N 31 DEG 47 MIN E.  PRIM.
 BC2388'TRAV. STA. 36 (U.S.G.S.) (SEE DESCRIPTION THEREOF) IS 117.17 FEET
 BC2388'WEST OF STATION N 71 DEG 15 MIN W.
 BC2388
 BC2388                          STATION RECOVERY (1954)
 BC2388
 BC2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2388'THE STATION MARK, REFERENCE MARK 1, AND AZIMUTH MARK WERE RECOVERED
 BC2388'IN GOOD CONDITION.  REFERENCE MARK 2 IS DESTROYED.  THE MONUMENT WAS
 BC2388'FOUND BROKEN OFF IN THE CENTER OF THE GRADED ROAD.  THE DISTANCE TO
 BC2388'REFERENCE MARK 1 IS CORRECT.  THE DISTANCE TO THE AZIMUTH MARK WAS
 BC2388'MEASURED, AND IS 596.8 FT.  THE PUBLISHED DESCRIPTION IS
 BC2388'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2388'
 BC2388'THE STATION IS LOCATED AT BURNT FORT, NEAR THE W END OF THE BRIDGE
 BC2388'ACROSS SATILLA RIVER, 173.2 FT. SW OF THE W END OF THE BRIDGE, 125.0
 BC2388'FT. W OF THE MEAN HIGH-WATERLINE, 98.4 FT. S OF THE SW CORNER OF AN
 BC2388'UNPAINTED FRAMEHOUSE, AND 40.0 FT. E OF THE CENTER OF THE ROAD.
 BC2388'THE MARK IS A STANDARD DISK, STAMPED BURNTFORT 1935 AND SET IN A
 BC2388'12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 6 IN.
 BC2388'
 BC2388'REFERENCE MARK 1 IS N-NE OF THE STATION, 43.5 FT. E OF A 48-IN. OAK
 BC2388'TREE, 16.0 FT. W OF THE CHIMNEY OF THE FRAMEHOUSE, AND 12.0 FT. E OF
 BC2388'THE CENTER OF THE ROAD.  THE MARK IS A STANDARD REFERENCE-MARK
 BC2388'DISK, STAMPED BURNTFORT NO 1 1935 AND SET IN A 12-IN. ROUND CONCRETE
 BC2388'MONUMENT WHICH PROJECTS 6 IN.
 BC2388'
 BC2388'THE AZIMUTH MARK IS N-NE OF THE STATION, IN THE FRONT YARD OF A GRAY
 BC2388'FRAMEHOUSE, 103.0 FT. W OF THE MEAN HIGH-WATERLINE AT A LOG WHARF,
 BC2388'AND 69.3 FT. SE OF THE SE CORNER OF THE PORCH. THE MARK IS A STANDARD
 BC2388'REFERENCE-MARK DISK, STAMPED BURNTFORT AZ MK 1935 AND SET IN A
 BC2388'12-IN. ROUND CONCRETE MONUMENT WHICH PROJECTS 4 IN.
 BC2388'
 BC2388'TO REACH FROM WHITE OAK, AT THE INTERSECTION OF U.S. HIGHWAY 17 AND
 BC2388'STATE HIGHWAY 252, TRAVEL SW ON HIGHWAY 252 FOR 12.8 MI. TO BURNT
 BC2388'FORT, CROSS THE BRIDGE OVER SATILLA RIVER TO THE STATION NEAR THE W
 BC2388'END OF THE BRIDGE.
 BC2388
 BC2388                          STATION RECOVERY (1962)
 BC2388
 BC2388'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962 (JCG)
 BC2388'RECOVERED BY RAYONIER INC.
 BC2388'
 BC2388'STATION WAS FOUND IN GOOD CONDITION.
 BC2388'
 BC2388'REFERENCE MARK NO. 1 AND 2 WERE FOUND WITH TOPS DAMAGED.  DISKS ARE
 BC2388'GONE.
 BC2388'
 BC2388'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 BC2388'
 BC2388'PRIMARY TRAVERSE STATION NO. 36 IS GONE.
 BC2388
 BC2388                          STATION RECOVERY (1968)
 BC2388
 BC2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSR)
 BC2388'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BC2388'THE MONUMENT FOR REFERENCE MARK NO. 1 WAS FOUND WITH THE DISK
 BC2388'REMOVED, REFERENCE MARK NO. 2 WAS NOT FOUND.  REFERENCE MARKS NO. 3
 BC2388'AND NO. 4 WERE SET.
 BC2388'
 BC2388'A NEW DESCRIPTION FOLLOWS--
 BC2388'
 BC2388'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF FOLKSTON,
 BC2388'APPROXIMATELY 380 FEET NORTH-NORTHEAST OF THE NEW BRIDGE OVER THE
 BC2388'SATILLA RIVER ON THE WEST BANK, IN AN AREA TO BE IMPROVED AS A
 BC2388'PICNIC AREA AND BOAT LAUNCHING SITE.  THE STATION MARK WILL BE
 BC2388'INSIDE THE COUNTY LEASED PICNIC AREA, THE REFERENCE AND AZIMUTH MARKS
 BC2388'ARE ON PROPERTY OF THE ITT RAYONIER CO. INC. SOUTHEAST TIMBER
 BC2388'DIVISION, FERNANDINA BEACH, FLORIDA.
 BC2388'
 BC2388'THE STATION MARK IS A STANDARD DISK STAMPED BURNTFORT 1935, SET IN
 BC2388'A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS 45 FEET
 BC2388'SOUTHEAST OF THE CENTER OF A TRIANGLE FORMED BY THE SAND ROADS AT
 BC2388'ENTRANCE TO PICNIC AREA, 7 FEET EAST OF A 10-INCH PINE TREE, 1.2
 BC2388'FEET SOUTHEAST OF A 4 X 4 -INCH CONCRETE POST, AND 1.1 FOOT
 BC2388'NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BC2388'
 BC2388'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BURNTFORT 1935 NO 3
 BC2388'1968, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 BC2388'IT IS 21 FEET NORTH OF THE CENTER OF A SAND ROAD, 10 FEET SOUTHEAST
 BC2388'OF A 30-INCH PINE TREE, 2.6 FEET NORTHWEST OF A 3 X 3-INCH CONCRETE
 BC2388'BOUNDARY MARKER, AND 0.9 FOOT SOUTH OF A METAL WITNESS POST AND
 BC2388'SIGN.
 BC2388'
 BC2388'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BURNTFORT 1935 NO 4
 BC2388'1968, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 BC2388'IT IS 74 FEET NORTHWEST OF AN ARTESIAN WELL, 22 FEET NORTHWEST OF THE
 BC2388'CENTER OF SAND ROAD, 2.5 FEET NORTHWEST OF A 3 X 3-INCH CONCRETE
 BC2388'BOUNDARY MARKER, AND 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST AND
 BC2388'SIGN.
 BC2388'
 BC2388'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURNTFORT AZ MK 1935,
 BC2388'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS IN
 BC2388'A CLEARED AREA AMONG SCATTERED TREES, (596.8 FEET FROM STATION -
 BC2388'MEASURED IN 1954), 95 FEET NORTH-NORTHEAST OF AN ARTESIAN WELL, 92
 BC2388'FEET NORTHWEST OF RIVER BANK.  AND 64 FEET SOUTH OF CENTER OF A
 BC2388'METAL CROSS, IMBEDDED IN THE CONCRETE PORCH OF A DEMOLISHED BUILDING,
 BC2388'SHOWING THE CARDINAL DIRECTIONS OF THE COMPASS.  (THE AZIMUTH MARK
 BC2388'IS A STANDARD REFERENCE MARK DISK.)
 BC2388'
 BC2388'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1, 23
 BC2388'AND 301 WITH STATE ROAD 252 IN FOLKSTON, GO NORTHEAST ON STATE
 BC2388'ROAD 252 FOR 11.9 MILES TO A SIDE ROAD LEFT, 0.15 MILE BEFORE
 BC2388'REACHING BRIDGE OVER RIVER, TURN LEFT ON SIDE ROAD AND FOLLOW IT
 BC2388'NORTH AND EAST FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 BC2388'
 BC2388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTHEAST
 BC2388'OF FOLKSTON
 BC2388
 BC2388                          STATION RECOVERY (1983)
 BC2388
 BC2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BC2388'STATION MARK, REFERENCE MARK 3 AND 4 WERE RECOVERED AND FOUND IN GOOD
 BC2388'CONDITION.  AZIMUTH MARK WAS FOUND WITH THE DISK MISSING.  AN AZIMUTH
 BC2388'DISK WAS RESET IN ITS ORIGINAL POSITION IN THE TOP OF THE MONUMENT.
 BC2388'THE DISTANCE WAS MEASURED TO THE AZIMUTH MARK.  THE DISTANCES CHECKED
 BC2388'TO THE REFERENCE MARKS.  THE DIRECTION TO THE REFERENCE MARKS CHECKED.
 BC2388'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BC2388'
 BC2388'THE STATION IS LOCATED ABOUT 16.0 KM (10.0 MI) NORTHEAST OF FOLKSTON,
 BC2388'ABOUT 115.82 METERS (380.0 FT) NORTH-NORTHEAST OF THE BRIDGE OVER THE
 BC2388'SATILLA RIVER, ON THE WEST BANK OF RIVER, IN A PICNIC AREA LEASED BY
 BC2388'THE COUNTY AND THE STATION MARK IS PROJECTED BY 3 LARGE PINE TREES.
 BC2388'
 BC2388'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 1, 23, AND
 BC2388'301 WITH STATE HIGHWAY 252 IN FOLKSTON, GO NORTHEAST ON STATE HIGHWAY
 BC2388'252 FOR 18.1 KM (11.3 MI) TO A SIDE ROAD LEFT, .24 KM (0.15 MI) BEFORE
 BC2388'REACHING BRIDGE OVER RIVER.  TURN LEFT ON SIDE ROAD AND FOLLOW IT
 BC2388'NORTH AND EAST FOR .24 KM (0.15 MI) TO WHERE ROAD FORKS AND STATION.
 BC2388'
 BC2388'THE STATION IS A STANDARD CGS DISK STAMPED--BURNTFORD 1935--SET INTO
 BC2388'THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT PROJECTED .12 CM
 BC2388'(.4 INCH) ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD CGS
 BC2388'DISK STAMPED--BURNTFORD 1935--SET INTO BEDROCK .91 METER (3 FT) BELOW
 BC2388'THE SURFACE.
 BC2388'
 BC2388'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--BURNTFORD 1935 NO
 BC2388'3 1968--SET INTO THE TOP OF A .24 CM (10 INCHES) CONCRETE MONUMENT
 BC2388'FLUSH WITH THE SURFACE OF THE GROUND AND .61 METER (2 FT) HIGHER
 BC2388'THAN THE STATION.
 BC2388'
 BC2388'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--BURNTFORD 1935 NO
 BC2388'4 1968--SET INTO A 20 CM (8 INCH) CONCRETE MONUMENT AND .91 METER
 BC2388'LOWER THAN THE STATION.
 BC2388'
 BC2388'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--BURNTFORD 1935
 BC2388'1983--SET INTO THE TOP OF A .30 CM (12 INCH) ROUND CONCRETE MONUMENT.
 BC2388'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST ALONG
 BC2388'ROAD FOR 0.16 KM (0.1 MI) TO CLEARING MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1381 ***********************************************************************
 ED1381  DESIGNATION -  BURRELL
 ED1381  PID         -  ED1381
 ED1381  STATE/COUNTY-  GA/RABUN
 ED1381  USGS QUAD   -  SATOLAH (1982)
 ED1381
 ED1381                         *CURRENT SURVEY CONTROL
 ED1381  ___________________________________________________________________
 ED1381* NAD 83(1994)-  34 54 54.95932(N)    083 12 29.52828(W)     ADJUSTED  
 ED1381* NAVD 88     -       779.5    (meters)    2557.     (feet)  VERTCON   
 ED1381  ___________________________________________________________________
 ED1381  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 ED1381  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ED1381
 ED1381  HORZ ORDER  -  FIRST
 ED1381
 ED1381.The horizontal coordinates were established by classical geodetic methods
 ED1381.and adjusted by the National Geodetic Survey in September 1997..
 ED1381
 ED1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1381
 ED1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1381
 ED1381.The geoid height was determined by GEOID03.
 ED1381
 ED1381;                    North         East     Units Scale Factor Converg.
 ED1381;SPC GA W     -   545,443.972   787,579.220   MT  0.99999450   +0 32 55.1
 ED1381;SPC GA W     - 1,789,510.76  2,583,916.16   sFT  0.99999450   +0 32 55.1
 ED1381;UTM  17      - 3,865,872.120   298,273.024   MT  1.00010157   -1 15 51.6
 ED1381
 ED1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1381!SPC GA W     -   0.99988233  x   0.99999450  =   0.99987683
 ED1381!UTM  17      -   0.99988233  x   1.00010157  =   0.99998389
 ED1381
 ED1381:                Primary Azimuth Mark                     Grid Az
 ED1381:SPC GA W     -  SUMTER                                   191 57 30.5
 ED1381:UTM  17      -  SUMTER                                   193 46 17.2
 ED1381
 ED1381|---------------------------------------------------------------------|
 ED1381| PID    Reference Object                     Distance      Geod. Az  |
 ED1381|                                                           dddmmss.s |
 ED1381| ED1374 SUMTER                              APPROX.12.5 KM 1923025.6 |
 ED1381| ED2795 BURRELL RM 1                         22.005 METERS 28149     |
 ED1381| ED2796 BURRELL RM 2                         25.817 METERS 33754     |
 ED1381|---------------------------------------------------------------------|
 ED1381
 ED1381                          SUPERSEDED SURVEY CONTROL
 ED1381
 ED1381  NAD 83(1986)-  34 54 54.96813(N)    083 12 29.52076(W) AD(       ) 1
 ED1381  NAD 27      -  34 54 54.64824(N)    083 12 29.96168(W) AD(       ) 1
 ED1381  NGVD 29 (07/19/86)  779.5    (m)         2557.     (f) VERT ANG       
 ED1381
 ED1381.Superseded values are not recommended for survey control.
 ED1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1381.See file dsdata.txt to determine how the superseded data were derived.
 ED1381
 ED1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9827365872(NAD 83)
 ED1381_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1381+STABILITY: SURFACE MOTION
 ED1381
 ED1381  HISTORY     - Date     Condition        Report By
 ED1381  HISTORY     - 1975     MONUMENTED       NGS
 ED1381  HISTORY     - 19940424 GOOD             NGS
 ED1381
 ED1381                          STATION DESCRIPTION
 ED1381
 ED1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1381'THE STATION IS LOCATED ABOUT 11.25 MILES EAST-NORTHEAST OF CLAYTON,
 ED1381'2 MILES SOUTH-SOUTHWEST OF THE SMALL COMMUNITY OF PINE MOUNTAIN,
 ED1381'2 MILES WEST OF THE GEORGIA-SOUTH CAROLINA STATE LINE, 1 MILE SOUTH
 ED1381'OF CORN PEN GAP, ON A HIGH POINT AND ON THE SOUTH END OF A
 ED1381'NORTH-SOUTH RIDGE AND ON NATIONAL FOREST SERVICE LAND.
 ED1381'
 ED1381'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 441 AND 76 (WEST) IN
 ED1381'CLAYTON, GO NORTH ON HIGHWAY 441 FOR 0.1 MILE TO WAR WOMEN ROAD
 ED1381'ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON WAR WOMEN ROAD FOR
 ED1381'12.3 MILES TO CORN PEN GAP AND A DIRT ROAD ON THE RIGHT.  TURN
 ED1381'RIGHT (4-WHEEL DRIVE) AND GO SOUTHERLY, UPHILL ON WOODS ROAD FOR
 ED1381'0.9 MILE TO A WOODS ROAD ON THE RIGHT JUST BEFORE REACHING TOP
 ED1381'OF RIDGE, TURN RIGHT AND GO WEST THROUGH A SADDLE, THEN
 ED1381'SOUTHERLY ALONG TOP OF RIDGE FOR 0.6 MILE TO THE STATION AT
 ED1381'END OF THE WOODS ROAD.
 ED1381'
 ED1381'THE STATION MARKS ARE STANDARD DISKS STAMPED BURRELL 1975.  THE
 ED1381'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1381'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1381'32.5 FEET SOUTH OF A 6-INCH PINE TREE, 28 FEET NORTH-NORTHEAST OF
 ED1381'AN 18-INCH PINE TREE AND 4.3 FEET SOUTHEAST OF A METAL WITNESS
 ED1381'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 ED1381'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 ED1381'
 ED1381'REFERENCE MARK 1, A STANDARD DISK STAMPED BURRELL NO 1 1975, IS SET
 ED1381'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1381'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 14 FEET
 ED1381'SOUTH-SOUTHWEST OF AN 18-INCH TREE, 7.5 FEET NORTHEAST OF A 9-INCH
 ED1381'TREE, 2.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND ABOUT
 ED1381'5 FEET LOWER THAN THE STATION.
 ED1381'
 ED1381'REFERENCE MARK 2, A STANDARD DISK STAMPED BURRELL NO 2 1975, IS SET
 ED1381'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 ED1381'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET EAST-NORTHEAST
 ED1381'OF THE CENTER OF THE WOODS ROAD, 7.5 FEET SOUTHWEST OF A 12-INCH
 ED1381'TREE, 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND ABOUT 3
 ED1381'FEET LOWER THAN THE STATION.
 ED1381'
 ED1381'MEASUREMENTS ARE REDUCED FROM SLOPE TO HORIZONTAL.
 ED1381'
 ED1381'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 ED1381'
 ED1381'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 ED1381
 ED1381                          STATION RECOVERY (1994)
 ED1381
 ED1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED1381'RECOVERED AS DESCRIBED, WITH THE ASSISTANCE OF FOREST SERVICE
 ED1381'PERSONNEL.  THE LAST HALF MILE OR SO OF ROAD TO STATION IS NO LONGER
 ED1381'DRIVEABLE AS FALLEN TREES BLOCK VEHICLE ACCESS.  MARK IS 4.3 FT (1.3
 ED1381'M) NW OF WITNESS POST RATHER THAN SE.  TO REACH THE STATION FROM
 ED1381'CLAYTON, JUNCTION OF US 441 WITH US 76 WEST AND RICKMAN ST TO THE
 ED1381'EAST--THIS JUNCTION IS 0.25 MILE (0.40 KM) NORTH ALONG US 441 FROM US
 ED1381'76 EAST--TRAVEL 0.55 MILE (0.89 KM) EAST ALONG RICKMAN ST TO A STOP
 ED1381'SIGN AT WARWOMAN RD.  BEAR RIGHT ON WARWOMAN RD AND CONTINUE EASTERLY
 ED1381'FOR 11.65 MILES (18.75 KM) TO A RIGHT TURN ON FOREST SERVICE RD 417.
 ED1381'THIS IS 0.35 MILE (0.56 KM) EAST OF A LAKE ON THE RIGHT OR SOUTH SIDE
 ED1381'OF RD AND 100 FT (30.5 M) EAST OF HOUSE NUMBER 1339.  FOLLOW FS 417
 ED1381'SOUTHERLY AND UPHILL 1.0 MILE (1.6 KM) TO THE END OF TRUCK TRAVEL AT A
 ED1381'HORSE TRAIL.  FOUR-WHEEL DRIVE IS NOT NEEDED ON FS 417 BUT CLEARANCE
 ED1381'ABOVE THE RUTS IS.  AT THE T-INTERSECTION TURN RIGHT AND PACK WESTERLY
 ED1381'ALONG THE HORSE TRAIL ABOUT TWO HUNDRED FEET TO A TRAIL OR FORMER ROAD
 ED1381'THAT FORKS OFF TO THE LEFT.  FOLLOW THIS TRAIL TO THE LEFT AS IT
 ED1381'CURVES AROUND IN A C SOUTHWEST, SOUTH AND SE TO THE STATION, ABOUT A
 ED1381'10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2305 ***********************************************************************
 BC2305  DESIGNATION -  BURRILL
 BC2305  PID         -  BC2305
 BC2305  STATE/COUNTY-  GA/CAMDEN
 BC2305  USGS QUAD   -  ST MARYS (1993)
 BC2305
 BC2305                         *CURRENT SURVEY CONTROL
 BC2305  ___________________________________________________________________
 BC2305* NAD 83(1994)-  30 43 29.13244(N)    081 33 52.60846(W)     ADJUSTED  
 BC2305* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BC2305  ___________________________________________________________________
 BC2305  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BC2305  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC2305
 BC2305  HORZ ORDER  -  THIRD
 BC2305
 BC2305.The horizontal coordinates were established by classical geodetic methods
 BC2305.and adjusted by the National Geodetic Survey in September 1997..
 BC2305
 BC2305.The orthometric height was scaled from a topographic map.
 BC2305
 BC2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2305
 BC2305.The geoid height was determined by GEOID03.
 BC2305
 BC2305;                    North         East     Units Scale Factor Converg.
 BC2305;SPC GA E     -    80,492.494   257,657.877   MT  0.99994100   +0 18 27.4
 BC2305;SPC GA E     -   264,082.46    845,332.55   sFT  0.99994100   +0 18 27.4
 BC2305;SPC FL E     -   708,344.753   145,925.511   MT  0.99997723   -0 17 18.5
 BC2305;SPC FL E     - 2,323,961.08    478,757.28   sFT  0.99997723   -0 17 18.5
 BC2305;UTM  17      - 3,399,235.050   445,943.961   MT  0.99963604   -0 17 18.5
 BC2305
 BC2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2305!SPC GA E     -   1.00000437  x   0.99994100  =   0.99994537
 BC2305!SPC FL E     -   1.00000437  x   0.99997723  =   0.99998160
 BC2305!UTM  17      -   1.00000437  x   0.99963604  =   0.99964040
 BC2305
 BC2305|---------------------------------------------------------------------|
 BC2305| PID    Reference Object                     Distance      Geod. Az  |
 BC2305|                                                           dddmmss.s |
 BC2305| CW4724 BURRILL RM 2                         12.840 METERS 00413     |
 BC2305| CW4723 BURRILL RM 1                         21.937 METERS 09301     |
 BC2305| BC1779 FERNANDINA FERTILIZER PLT STK       APPROX.11.4 KM 1255156.3 |
 BC2305| BC2319 DEVILS ELBOW FRONT RANGE BCN        APPROX. 1.9 KM 2720523.7 |
 BC2305| BC2307 DEVILS ELBOW REAR RANGE BEACON      APPROX. 2.1 KM 2735318.8 |
 BC2305|---------------------------------------------------------------------|
 BC2305
 BC2305                          SUPERSEDED SURVEY CONTROL
 BC2305
 BC2305  NAD 83(1994)-  30 43 29.13504(N)    081 33 52.60782(W) AD(       ) 3
 BC2305  NAD 83(1986)-  30 43 29.14170(N)    081 33 52.61458(W) AD(       ) 3
 BC2305  NAD 27      -  30 43 28.29100(N)    081 33 53.26600(W) AD(       ) 3
 BC2305
 BC2305.Superseded values are not recommended for survey control.
 BC2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2305.See file dsdata.txt to determine how the superseded data were derived.
 BC2305
 BC2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4594499235(NAD 83)
 BC2305_MARKER: DS = TRIANGULATION STATION DISK
 BC2305_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2305_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2305
 BC2305  HISTORY     - Date     Condition        Report By
 BC2305  HISTORY     - 1933     MONUMENTED       CGS
 BC2305  HISTORY     - 1934     GOOD             CGS
 BC2305
 BC2305                          STATION DESCRIPTION
 BC2305
 BC2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2305'ON THE E SIDE OF BURRILL CREEK ABOUT 0.4 MI. ENE OF ITS MOUTH AND
 BC2305'ABOUT MIDWAY ON THAT STRETCH OF THE CREEK WHICH RUNS NNE AND SSW.
 BC2305'STATION IS ABOUT 40 M. FROM THE CREEK BANK, ABOUT 200 M. FROM TREE
 BC2305'LINE TO THE E, 12 M. N OF A SMALL SLOUGH AND IS ON RANGE WITH THE
 BC2305'POINT OF TREES WHICH EXTEND OUT TO THE SW FROM THE MAINLAND AND THE
 BC2305'FERTILIZER PLANT IN FERNANDINA.  R.M. 1 IS NE OF THE STATION AND
 BC2305'ABOUT 60 M. FROM THE CREEK BANK.  R.M. 2 IS NNW OF STATION AND
 BC2305'ABOUT 35 M. FROM CREEK BANK.  STATION WAS REACHED FROM BURRILL CREEK.
 BC2305'THERE WAS 3 FT OF WATER OVER BAR AT ITS MOUTH AT LOW WATER.
 BC2305
 BC2305                          STATION RECOVERY (1934)
 BC2305
 BC2305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2305'RECOVERED AS DESCRIBED.  MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1106 ***********************************************************************
 BR1106  DESIGNATION -  BURROUGHS
 BR1106  PID         -  BR1106
 BR1106  STATE/COUNTY-  GA/CHATHAM
 BR1106  USGS QUAD   -  BURROUGHS (1988)
 BR1106
 BR1106                         *CURRENT SURVEY CONTROL
 BR1106  ___________________________________________________________________
 BR1106* NAD 83(1994)-  31 59 27.01910(N)    081 14 08.11764(W)     ADJUSTED  
 BR1106* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BR1106  ___________________________________________________________________
 BR1106  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BR1106  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 BR1106
 BR1106  HORZ ORDER  -  FIRST
 BR1106
 BR1106.The horizontal coordinates were established by classical geodetic methods
 BR1106.and adjusted by the National Geodetic Survey in September 1997..
 BR1106
 BR1106.The orthometric height was scaled from a topographic map.
 BR1106
 BR1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1106
 BR1106.The geoid height was determined by GEOID03.
 BR1106
 BR1106;                    North         East     Units Scale Factor Converg.
 BR1106;SPC GA E     -   221,079.839   287,982.187   MT  0.99999543   +0 29 35.9
 BR1106;SPC GA E     -   725,326.11    944,821.56   sFT  0.99999543   +0 29 35.9
 BR1106;UTM  17      - 3,539,444.466   477,745.192   MT  0.99960611   -0 07 29.3
 BR1106
 BR1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1106!SPC GA E     -   1.00000412  x   0.99999543  =   0.99999955
 BR1106!UTM  17      -   1.00000412  x   0.99960611  =   0.99961023
 BR1106
 BR1106:                Primary Azimuth Mark                     Grid Az
 BR1106:SPC GA E     -  ANDERSON                                 047 54 59.8
 BR1106:UTM  17      -  ANDERSON                                 048 32 05.0
 BR1106
 BR1106|---------------------------------------------------------------------|
 BR1106| PID    Reference Object                     Distance      Geod. Az  |
 BR1106|                                                           dddmmss.s |
 BR1106| CK0329 ANDERSON                            APPROX. 3.1 KM 0482435.7 |
 BR1106| BR1712 BURROUGHS RM                         20.470 METERS 15034     |
 BR1106|---------------------------------------------------------------------|
 BR1106
 BR1106                          SUPERSEDED SURVEY CONTROL
 BR1106
 BR1106  NAD 83(1986)-  31 59 27.03286(N)    081 14 08.12868(W) AD(       ) 1
 BR1106  NAD 27      -  31 59 26.28500(N)    081 14 08.72800(W) AD(       ) 1
 BR1106
 BR1106.Superseded values are not recommended for survey control.
 BR1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1106.See file dsdata.txt to determine how the superseded data were derived.
 BR1106
 BR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7774539444(NAD 83)
 BR1106_MARKER: DS = TRIANGULATION STATION DISK
 BR1106_SETTING: 0 = UNSPECIFIED SETTING
 BR1106
 BR1106  HISTORY     - Date     Condition        Report By
 BR1106  HISTORY     - 1918     MONUMENTED       CGS
 BR1106  HISTORY     - 1934     GOOD             CGS
 BR1106  HISTORY     - 1957     MARK NOT FOUND   USGS
 BR1106
 BR1106                          STATION DESCRIPTION
 BR1106
 BR1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BR1106'ABOUT 1-1/4 MILES N OF BURROUGHS DEPOT ON THE SEABOARD AIR
 BR1106'LINE RAILWAY RIGHT-OF-WAY AT THE CURVE AT MILEPOST 128, AT
 BR1106'THE INTERSECTION OF THE TANGENTS TO E RAIL, AND 8.05 METERS
 BR1106'(26.4 FEET) W OF THE W RAIL.
 BR1106'
 BR1106'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 BR1106'IN CONCRETE.
 BR1106'
 BR1106'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 70
 BR1106'METERS (230 FEET) N OF MILEPOST 128, 9.84 METERS (32.3 FEET)
 BR1106'E OF THE E RAIL, AND 20.47 METERS (67.2 FEET) FROM STATION
 BR1106'IN GRID AZIMUTH 330 DEG 05 MIN.
 BR1106
 BR1106                          STATION RECOVERY (1957)
 BR1106
 BR1106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BR1106'STATION WAS NOT FOUND, THE DITCH ALONG THE TRACK HAS BEEN
 BR1106'ENLARGED AND THE MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5875 ***********************************************************************
 CK5875  DESIGNATION -  BURROUGHS FAA QXW MICRO MAST
 CK5875  PID         -  CK5875
 CK5875  STATE/COUNTY-  GA/CHATHAM
 CK5875  USGS QUAD   -  MELDRIM SE (1976)
 CK5875
 CK5875                         *CURRENT SURVEY CONTROL
 CK5875  ___________________________________________________________________
 CK5875* NAD 83(1994)-  32 00 00.87970(N)    081 16 15.60266(W)     ADJUSTED  
 CK5875* NAVD 88     -                                                        
 CK5875  ___________________________________________________________________
 CK5875  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CK5875  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 CK5875
 CK5875  HORZ ORDER  -  THIRD
 CK5875
 CK5875.The horizontal coordinates were established by classical geodetic methods
 CK5875.and adjusted by the National Geodetic Survey in September 1997..
 CK5875
 CK5875
 CK5875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5875
 CK5875.The geoid height was determined by GEOID03.
 CK5875
 CK5875;                    North         East     Units Scale Factor Converg.
 CK5875;SPC GA E     -   222,094.496   284,627.123   MT  0.99998829   +0 28 28.8
 CK5875;SPC GA E     -   728,655.03    933,814.15   sFT  0.99998829   +0 28 28.8
 CK5875;UTM  17      - 3,540,494.858   474,402.558   MT  0.99960808   -0 08 37.0
 CK5875
 CK5875                          SUPERSEDED SURVEY CONTROL
 CK5875
 CK5875  NAD 83(1986)-  32 00 00.89658(N)    081 16 15.61457(W) AD(       ) 4
 CK5875
 CK5875.Superseded values are not recommended for survey control.
 CK5875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5875.See file dsdata.txt to determine how the superseded data were derived.
 CK5875
 CK5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7440340495(NAD 83)
 CK5875_MARKER: 44 = MICROWAVE MAST
 CK5875
 CK5875  HISTORY     - Date     Condition        Report By
 CK5875  HISTORY     - 1983     FIRST OBSERVED   GADT
 CK5875  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 CK5875
 CK5875                          STATION DESCRIPTION
 CK5875
 CK5875'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5875'THE STATION, BURROUGHS FAA QXW MICRO MAST, IS A RED LIGHT ON TOP
 CK5875'NOT CENTERED ON A RED AND WHITE SKELETON STEEL STRUCTURE
 CK5875'ABOUT 76 METERS (250 FT) TALL WITH 2 RECTANGULAR ANTENNAS ON TOP
 CK5875'ON TOP FACING NORTH-SOUTH.
 CK5875'
 CK5875'THE STATION IS LOCATED APPROXIMATELY 7.2 KM (4.5 MI) NORTHEAST
 CK5875'FROM RICHMOND HILL AND ABOUT 1.6 KM (1 MI) EAST FROM THE JUNCTION
 CK5875'OF INTERSTATE HIGHWAY 95 AND STATE ROUTE 204 ON THE PROPERTY OWNED
 CK5875'BY THE U.S. AGRICULTURE DEPARTMENT, AND LEASED BY THE UNIVERSITY
 CK5875'OF GEORGIA.
 CK5875'
 CK5875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 CK5875'STATE ROUTE 204 LOCATED ABOUT 8.8 KM (5.5 MI) NORTHEAST FROM
 CK5875'RICHMOND HILL, GO SOUTH ALONG U.S. HIGHWAY 17 FOR 2 KM (1.25 MI)
 CK5875'TO THE JUNCTION OF PAVED COUNTY ROAD 774 TO THE RIGHT.  TURN
 CK5875'RIGHT GOING WEST ALONG COUNTY ROAD 774 FOR 0.55 KM (0.35 MI)
 CK5875'TO A GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH ENTRANCE
 CK5875'AND CONTINUE GOING NORTH ALONG A TRACK ROAD FOR 0.3 KM (0.2 MI)
 CK5875'TO THE MAST.  THE STATION IS LOCATED 1.8 METERS (6 FT) NORTHWEST
 CK5875'FROM THE NORTHWEST SIDE OF A BLOCK BUILDING, 22.3 METERS (73 FT)
 CK5875'SOUTH FROM A POWER POLE WITH A TRANSFORMER.
 CK5875'
 CK5875'INFORMATION OBTAINED FROM P.C. LEMAN, TELEPHONE 404-763-7638.
 CK5875'OWNERSHIP--FEDERAL AVIATION AUTHORITY, RADAR SECTION, P.O. BOX
 CK5875'20636, ATLANTA GEORGIA 30320.
 CK5875'
 CK5875'DESCRIBED BY T.B. KNIGHT.
 CK5875
 CK5875                          STATION RECOVERY (1996)
 CK5875
 CK5875'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1091 ***********************************************************************
 CK1091  DESIGNATION -  BURTON AZ MK USE
 CK1091  PID         -  CK1091
 CK1091  STATE/COUNTY-  GA/SCREVEN
 CK1091  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK1091
 CK1091                         *CURRENT SURVEY CONTROL
 CK1091  ___________________________________________________________________
 CK1091* NAD 83(1986)-  32 56 18.     (N)    081 30 16.     (W)     SCALED    
 CK1091* NAVD 88     -        20.099  (meters)      65.94   (feet)  ADJUSTED  
 CK1091  ___________________________________________________________________
 CK1091  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CK1091  DYNAMIC HT  -          20.078 (meters)      65.87  (feet)  COMP
 CK1091  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 CK1091
 CK1091  VERT ORDER  -  SECOND    CLASS 0
 CK1091
 CK1091.The horizontal coordinates were scaled from a topographic map and have
 CK1091.an estimated accuracy of +/- 6 seconds.
 CK1091
 CK1091.The orthometric height was determined by differential leveling
 CK1091.and adjusted by the National Geodetic Survey in June 1991..
 CK1091
 CK1091.The geoid height was determined by GEOID03.
 CK1091
 CK1091.The dynamic height is computed by dividing the NAVD 88
 CK1091.geopotential number by the normal gravity value computed on the
 CK1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1091.degrees latitude (g = 980.6199 gals.).
 CK1091
 CK1091.The modeled gravity was interpolated from observed gravity values.
 CK1091
 CK1091;                    North         East    Units  Estimated Accuracy
 CK1091;SPC GA E     -   325,960.      261,920.      MT  (+/- 180 meters Scaled)
 CK1091
 CK1091                          SUPERSEDED SURVEY CONTROL
 CK1091
 CK1091  NGVD 29 (??/??/92)   20.358  (m)           66.79   (f) ADJ UNCH    2 0
 CK1091
 CK1091.Superseded values are not recommended for survey control.
 CK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1091.See file dsdata.txt to determine how the superseded data were derived.
 CK1091
 CK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS528445(NAD 83)
 CK1091_MARKER: DR = REFERENCE MARK DISK
 CK1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1091_STAMPING: BURTON 1934 AZ
 CK1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1091+STABILITY: SURFACE MOTION
 CK1091
 CK1091  HISTORY     - Date     Condition        Report By
 CK1091  HISTORY     - 1934     MONUMENTED       DOD
 CK1091  HISTORY     - 1955     MARK NOT FOUND   NGS
 CK1091
 CK1091                          STATION DESCRIPTION
 CK1091
 CK1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1091'14.5 MI SW FROM ALLENDALE.
 CK1091'14.5 MILES SOUTHWEST OF THE CHARLES CITY WESTERN RAILWAY STATION
 CK1091'AT ALLENDALE, S.C., 18.4 MILES NORTHEAST OF THE COURT HOUSE AT
 CK1091'SYLVANIA, 150 YARDS NORTHWEST OF THE WEST SIDE OF SAVANNAH RIVER
 CK1091'AT BURTONS FERRY, NOW THE SITE OF A BRIDGE, AND 16.6 MILES ALONG
 CK1091'THE HIGHWAY NORTHERLY FROM SYLVANIA.  A STANDARD ARMY ENGINEERS
 CK1091'TRAVERSE STATION REFERENCE MARKER, SET IN A BRONZE TABLET IN THE
 CK1091'TOP OF A CONCRETE POST ABOUT 8 INCHES ABOVE GROUND, AND ABOUT
 CK1091'4 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1092 ***********************************************************************
 CK1092  DESIGNATION -  BURTON USE
 CK1092  PID         -  CK1092
 CK1092  STATE/COUNTY-  GA/SCREVEN
 CK1092  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK1092
 CK1092                         *CURRENT SURVEY CONTROL
 CK1092  ___________________________________________________________________
 CK1092* NAD 83(1986)-  32 56 19.     (N)    081 30 11.     (W)     SCALED    
 CK1092* NAVD 88     -        21.052  (meters)      69.07   (feet)  ADJUSTED  
 CK1092  ___________________________________________________________________
 CK1092  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 CK1092  DYNAMIC HT  -          21.029 (meters)      68.99  (feet)  COMP
 CK1092  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 CK1092
 CK1092  VERT ORDER  -  SECOND    CLASS 0
 CK1092
 CK1092.The horizontal coordinates were scaled from a topographic map and have
 CK1092.an estimated accuracy of +/- 6 seconds.
 CK1092
 CK1092.The orthometric height was determined by differential leveling
 CK1092.and adjusted by the National Geodetic Survey in June 1991..
 CK1092
 CK1092.The geoid height was determined by GEOID03.
 CK1092
 CK1092.The dynamic height is computed by dividing the NAVD 88
 CK1092.geopotential number by the normal gravity value computed on the
 CK1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1092.degrees latitude (g = 980.6199 gals.).
 CK1092
 CK1092.The modeled gravity was interpolated from observed gravity values.
 CK1092
 CK1092;                    North         East    Units  Estimated Accuracy
 CK1092;SPC GA E     -   325,990.      262,050.      MT  (+/- 180 meters Scaled)
 CK1092
 CK1092                          SUPERSEDED SURVEY CONTROL
 CK1092
 CK1092  NGVD 29 (??/??/92)   21.311  (m)           69.92   (f) ADJ UNCH    2 0
 CK1092
 CK1092.Superseded values are not recommended for survey control.
 CK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1092.See file dsdata.txt to determine how the superseded data were derived.
 CK1092
 CK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS529445(NAD 83)
 CK1092_MARKER: DD = SURVEY DISK
 CK1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1092_STAMPING: BURTON 1934 70.50
 CK1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1092+STABILITY: SURFACE MOTION
 CK1092
 CK1092  HISTORY     - Date     Condition        Report By
 CK1092  HISTORY     - 1934     MONUMENTED       DOD
 CK1092  HISTORY     - 1955     MARK NOT FOUND   NGS
 CK1092
 CK1092                          STATION DESCRIPTION
 CK1092
 CK1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1092'16.6 MI N FROM SYLVANIA.
 CK1092'16.6 MILES NORTHERLY ALONG U.S. 301 HIGHWAY FROM THE COURTHOUSE
 CK1092'IN SYLVANIA, SCREVEN COUNTY, 605 FEET NORTH OF THE CENTER OF
 CK1092'BURTON FERRY BRIDGE OVER SAVANNAH RIVER, 60 FEET WEST OF THE
 CK1092'GENERAL WATER LINE ON THE WEST BANK OF THE RIVER, AND ON TOP OF
 CK1092'THE SLOPE UP FROM THE WATER EDGE.  A STANDARD U.S. ENGINEER
 CK1092'DEPARTMENT TRAVERSE STATION DISK STAMPED BURTON 1934 70.50 AND
 CK1092'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.3 FOOT.
 CK1092'NOTE-- THIS MARK IS ALSO LOCATED 14.5 MILES SOUTHWEST OF ALLENDALE,
 CK1092'S. CAROLINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4148 ***********************************************************************
 CK4148  DESIGNATION -  BURVEN
 CK4148  PID         -  CK4148
 CK4148  STATE/COUNTY-  GA/SCREVEN
 CK4148  USGS QUAD   -  HILLTONIA (1978)
 CK4148
 CK4148                         *CURRENT SURVEY CONTROL
 CK4148  ___________________________________________________________________
 CK4148* NAD 83(1994)-  32 55 48.23113(N)    081 43 41.35142(W)     ADJUSTED  
 CK4148* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 CK4148  ___________________________________________________________________
 CK4148  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CK4148  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CK4148
 CK4148  HORZ ORDER  -  FIRST
 CK4148
 CK4148.The horizontal coordinates were established by classical geodetic methods
 CK4148.and adjusted by the National Geodetic Survey in September 1997..
 CK4148
 CK4148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4148
 CK4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4148
 CK4148.The geoid height was determined by GEOID03.
 CK4148
 CK4148;                    North         East     Units Scale Factor Converg.
 CK4148;SPC GA E     -   324,931.320   241,008.860   MT  0.99992073   +0 14 18.2
 CK4148;SPC GA E     - 1,066,045.51    790,709.90   sFT  0.99992073   +0 14 18.2
 CK4148;UTM  17      - 3,643,769.060   431,924.596   MT  0.99965714   -0 23 45.1
 CK4148
 CK4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4148!SPC GA E     -   0.99999247  x   0.99992073  =   0.99991320
 CK4148!UTM  17      -   0.99999247  x   0.99965714  =   0.99964961
 CK4148
 CK4148|---------------------------------------------------------------------|
 CK4148| PID    Reference Object                     Distance      Geod. Az  |
 CK4148|                                                           dddmmss.s |
 CK4148| CK4596 BURVEN RM 1                          17.396 METERS 05900     |
 CK4148| CK4143 HILTONIA MUN TANK                   APPROX. 8.8 KM 1295743.8 |
 CK4148| CK4147 BURVEN AZ MK                        APPROX. 0.7 KM 1723016.6 |
 CK4148| CK4142 SYLVANIA ABITIBI WOODLAND MAST      APPROX.10.5 KM 1854958.1 |
 CK4148| CK4219 MILLEN CENTRAL OF GA MICRO TWR      APPROX.16.0 KM 2373353.7 |
 CK4148| CK4597 BURVEN RM 2                          23.101 METERS 30117     |
 CK4148| CK4197 SARDIS MUN TK                       APPROX. 5.8 KM 3300816.4 |
 CK4148|---------------------------------------------------------------------|
 CK4148
 CK4148                          SUPERSEDED SURVEY CONTROL
 CK4148
 CK4148  NAD 83(1986)-  32 55 48.23385(N)    081 43 41.34509(W) AD(       ) 1
 CK4148  NAD 27      -  32 55 47.66252(N)    081 43 41.94223(W) AD(       ) 1
 CK4148  NGVD 29 (07/19/86)   78.5    (m)          258.     (f) VERT ANG       
 CK4148
 CK4148.Superseded values are not recommended for survey control.
 CK4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4148.See file dsdata.txt to determine how the superseded data were derived.
 CK4148
 CK4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3192543769(NAD 83)
 CK4148_MARKER: DS = TRIANGULATION STATION DISK
 CK4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4148
 CK4148  HISTORY     - Date     Condition        Report By
 CK4148  HISTORY     - 1980     MONUMENTED       GADT
 CK4148  HISTORY     - 1981     GOOD             GADT
 CK4148
 CK4148                          STATION DESCRIPTION
 CK4148
 CK4148'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 CK4148'THE STATION IS LOCATED ABOUT 5.8 KM (3-1/2 MI) SOUTH-SOUTHEAST
 CK4148'OF SARDIS, 8 KM (5 MI) NORTHWEST OF HILTONIA, AND 12.2 KM
 CK4148'(7-1/2 MI) SOUTH OF GIRARD,
 CK4148'OWNERSHIP--J.C. OLIVER, SARDIS GA, 30456, PHONE 912-569-4460.
 CK4148'
 CK4148'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 23
 CK4148'IN SARDIS, GO SOUTHEAST ALONG STATE ROUTE 24 FOR 5.45 KM (3.4 MI)
 CK4148'TO THE SCREVEN COUNTY LINE.  CONTINUE GOING SOUTHEAST ALONG STATE
 CK4148'ROUTE 24 FOR 0.45 KM (0.3 MI) TO THE JUNCTION OF DIRT COUNTY
 CK4148'ROAD 162 TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG COUNTY
 CK4148'ROAD 162 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF A FIELD ROAD
 CK4148'WITH A METAL GATE TO THE RIGHT.  (TO REACH THE AZIMUTH MARK
 CK4148'FROM THIS POINT CONTINUE GOING SOUTHWEST ALONG COUNTY ROAD
 CK4148'162 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE LEFT.)
 CK4148'TURN RIGHT GOING NORTH-NORTHWEST ALONG THE FIELD ROAD
 CK4148'PASSING AN OLD ABANDONED HOUSE FOR 0.55 KM (0.35 MI) TO A
 CK4148'FENCELINE AND EDGE OF THE FIELD.  TURN LEFT GOING WESTERLY
 CK4148'ALONG THE FIELD ROAD FOR 0.15 KM (0.1 MI) TO THE TOP OF A KNOLL
 CK4148'AND THE STATION ON THE LEFT.
 CK4148'
 CK4148'THE STATION IS A STANDARD NGS DISK
 CK4148'STAMPED---BURVEN 1980---,
 CK4148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4148'FLUSH WITH GROUND.  IT IS LOCATED
 CK4148'10.79 METERS (35.40 FT) SOUTH FROM A FENCELINE,
 CK4148'7.16 METERS (23.50 FT) SOUTH FROM THE CENTERLINE OF THE FIELD
 CK4148'ROAD,
 CK4148'5.49 METERS (18.00 FT) NORTHWEST FROM A 38 INCH PINE TREE,
 CK4148'16.31 METERS (53.50 FT) SOUTHWEST FROM A FENCE CORNER ON A T
 CK4148'JUNCTION, AND
 CK4148'10.67 METERS (35.00 FT) SOUTH FROM A WITNESS POST.
 CK4148'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK4148'STAMPED---BURVEN 1980---,
 CK4148'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CK4148'
 CK4148'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CK4148'STAMPED---BURVEN NO 1 1980---,
 CK4148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4148'FLUSH WITH GROUND.  IT IS LOCATED
 CK4148'15.94 METERS (52.30 FT) EAST FROM THE WITNESS POST,
 CK4148'3.20 METERS (10.50 FT) NORTH FROM THE CENTERLINE OF THE FIELD
 CK4148'ROAD,
 CK4148'0.40 METER (1.30 FT) SOUTH FROM THE FENCELINE
 CK4148'0.74 METER (2.44 FT) SOUTHEAST FROM THE CORNER OF THE FENCE, AND
 CK4148'17.83 METERS (58.50 FT) NORTHEAST FROM THE 38 INCH PINE TREE.
 CK4148'MARK IS BELOW STATION 1.55 METERS.
 CK4148'
 CK4148'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CK4148'STAMPED---BURVEN NO 2 1980---,
 CK4148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4148'FLUSH WITH GROUND.  IT IS LOCATED
 CK4148'3.81 METERS (12.50 FT) NORTH FROM THE CENTERLINE OF THE FIELD
 CK4148'ROAD,
 CK4148'18.98 METERS (62.30 FT) WEST FROM THE WITNESS POST,
 CK4148'0.58 METER (1.90 FT) SOUTH FROM THE FENCELINE, AND
 CK4148'28.19 METERS (92.50 FT) NORTHWEST FROM THE 38 INCH PINE TREE.
 CK4148'MARK IS BELOW STATION 0.61 METERS.
 CK4148'
 CK4148'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CK4148'STAMPED---BURVEN 1980---,
 CK4148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4148'FLUSH WITH GROUND.  IT IS LOCATED
 CK4148'6.10 METERS (20.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK4148'COUNTY ROAD 162,
 CK4148'4.88 METERS (16.00 FT) WEST-NORTHWEST FROM A 14 INCH PINE TREE,
 CK4148'0.73 METER (2.40 FT) WEST-NORTHWEST FROM A WITNESS POST, AND
 CK4148'0.43 METER (1.40 FT) NORTH-NORTHWEST FROM A FENCELINE.
 CK4148'
 CK4148'NO MEASUREMENT BETWEEN REFERENCE MARKS.
 CK4148'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CK4148'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4148'COUNTY GA.  1975.  REVISED AUGUST 1975.
 CK4148
 CK4148                          STATION RECOVERY (1981)
 CK4148
 CK4148'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK4148'THE STATION AND ALL MARKS FOUND AS DESCRIBED IN PROJECT G16425.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4147 ***********************************************************************
 CK4147  DESIGNATION -  BURVEN AZ MK
 CK4147  PID         -  CK4147
 CK4147  STATE/COUNTY-  GA/SCREVEN
 CK4147  USGS QUAD   -  HILLTONIA (1978)
 CK4147
 CK4147                         *CURRENT SURVEY CONTROL
 CK4147  ___________________________________________________________________
 CK4147* NAD 83(1994)-  32 55 24.69145(N)    081 43 37.67915(W)     ADJUSTED  
 CK4147* NAVD 88     -        69.0    (meters)     226.     (feet)  VERTCON   
 CK4147  ___________________________________________________________________
 CK4147  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CK4147  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 CK4147
 CK4147  HORZ ORDER  -  SECOND
 CK4147
 CK4147.The horizontal coordinates were established by classical geodetic methods
 CK4147.and adjusted by the National Geodetic Survey in September 1997..
 CK4147
 CK4147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4147
 CK4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4147
 CK4147.The geoid height was determined by GEOID03.
 CK4147
 CK4147;                    North         East     Units Scale Factor Converg.
 CK4147;SPC GA E     -   324,206.608   241,107.280   MT  0.99992083   +0 14 20.0
 CK4147;SPC GA E     - 1,063,667.85    791,032.80   sFT  0.99992083   +0 14 20.0
 CK4147;UTM  17      - 3,643,043.494   432,014.964   MT  0.99965699   -0 23 42.8
 CK4147
 CK4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4147!SPC GA E     -   0.99999393  x   0.99992083  =   0.99991476
 CK4147!UTM  17      -   0.99999393  x   0.99965699  =   0.99965092
 CK4147
 CK4147                          SUPERSEDED SURVEY CONTROL
 CK4147
 CK4147  NAD 83(1986)-  32 55 24.69417(N)    081 43 37.67287(W) AD(       ) 2
 CK4147  NAD 27      -  32 55 24.12224(N)    081 43 38.26996(W) AD(       ) 2
 CK4147  NGVD 29 (07/19/86)   69.2    (m)          227.     (f) VERT ANG       
 CK4147
 CK4147.Superseded values are not recommended for survey control.
 CK4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4147.See file dsdata.txt to determine how the superseded data were derived.
 CK4147
 CK4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3201543043(NAD 83)
 CK4147_MARKER: DZ = AZIMUTH MARK DISK
 CK4147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4147+STABILITY: SURFACE MOTION
 CK4147
 CK4147  HISTORY     - Date     Condition        Report By
 CK4147  HISTORY     - 1980     MONUMENTED       GADT
 CK4147
 CK4147                          STATION DESCRIPTION
 CK4147
 CK4147'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 CK4147'THE STATION IS LOCATED ABOUT 5.8 KM (3-1/2 MI) SOUTHEAST OF
 CK4147'SARDIS, 13.2 KM (8-1/4 MI) SOUTH OF GIRARD, AND 7.8 KM
 CK4147'(4-3/4 MI) NORTHWEST OF HILLTONIA,
 CK4147'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK4147'
 CK4147'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 23
 CK4147'IN SARDIS, GO SOUTHEAST ALONG STATE ROUTE 24 FOR 5.45 KM (3.4 MI)
 CK4147'TO THE SCREVEN COUNTY LINE.  CONTINUE GOING SOUTHEAST ALONG
 CK4147'STATE ROUTE 24 FOR 0.45 KM (0.3 MI) TO THE JUNCTION OF DIRT
 CK4147'COUNTY ROAD 162 TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG
 CK4147'COUNTY ROAD 162 FOR 1.6 KM (1 MI) TO THE STATION ON THE LEFT.
 CK4147'
 CK4147'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CK4147'STAMPED---BURVEN 1980---,
 CK4147'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4147'FLUSH WITH GROUND.  IT IS LOCATED
 CK4147'6.10 METERS (20.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE
 CK4147'OF THE COUNTY ROAD 162,
 CK4147'4.88 METERS (16.00 FT) WEST-NORTHWEST FROM A 14 INCH PINE TREE,
 CK4147'0.73 METER (2.40 FT) WEST-NORTHWEST FROM A WITNESS POST, AND
 CK4147'0.43 METER (1.40 FT) NORTH-NORTHWEST FROM A FENCELINE.
 CK4147'
 CK4147'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4147'COUNTY GA. 1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2504 ***********************************************************************
 CL2504  DESIGNATION -  BUSH
 CL2504  PID         -  CL2504
 CL2504  STATE/COUNTY-  GA/DOOLY
 CL2504  USGS QUAD   -  PINEVIEW SW (1971)
 CL2504
 CL2504                         *CURRENT SURVEY CONTROL
 CL2504  ___________________________________________________________________
 CL2504* NAD 83(1994)-  32 07 06.01932(N)    083 40 44.95280(W)     ADJUSTED  
 CL2504* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 CL2504  ___________________________________________________________________
 CL2504  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CL2504  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CL2504
 CL2504  HORZ ORDER  -  SECOND
 CL2504
 CL2504.The horizontal coordinates were established by classical geodetic methods
 CL2504.and adjusted by the National Geodetic Survey in September 1997..
 CL2504
 CL2504.The orthometric height was scaled from a topographic map.
 CL2504
 CL2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2504
 CL2504.The geoid height was determined by GEOID03.
 CL2504
 CL2504;                    North         East     Units Scale Factor Converg.
 CL2504;SPC GA W     -   234,941.930   746,003.023   MT  0.99992609   +0 15 33.1
 CL2504;SPC GA W     -   770,805.32  2,447,511.58   sFT  0.99992609   +0 15 33.1
 CL2504;UTM  17      - 3,556,696.285   247,224.852   MT  1.00038805   -1 25 30.7
 CL2504
 CL2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2504!SPC GA W     -   0.99998511  x   0.99992609  =   0.99991120
 CL2504!UTM  17      -   0.99998511  x   1.00038805  =   1.00037315
 CL2504
 CL2504|---------------------------------------------------------------------|
 CL2504| PID    Reference Object                     Distance      Geod. Az  |
 CL2504|                                                           dddmmss.s |
 CL2504| CY7402 BUSH RM 1                            38.829 METERS 06814     |
 CL2504| CY7401 BUSH AZ MK                                         0810607.2 |
 CL2504| CY7403 BUSH RM 2                            25.981 METERS 34610     |
 CL2504|---------------------------------------------------------------------|
 CL2504
 CL2504                          SUPERSEDED SURVEY CONTROL
 CL2504
 CL2504  NAD 83(1986)-  32 07 06.02316(N)    083 40 44.95215(W) AD(       ) 2
 CL2504  NAD 27      -  32 07 05.40900(N)    083 40 45.33700(W) AD(       ) 2
 CL2504
 CL2504.Superseded values are not recommended for survey control.
 CL2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2504.See file dsdata.txt to determine how the superseded data were derived.
 CL2504
 CL2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4722556696(NAD 83)
 CL2504_MARKER: DS = TRIANGULATION STATION DISK
 CL2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2504
 CL2504  HISTORY     - Date     Condition        Report By
 CL2504  HISTORY     - 1935     MONUMENTED       CGS
 CL2504  HISTORY     - 1971     MARK NOT FOUND   USGS
 CL2504  HISTORY     - 1972     SEE DESCRIPTION  NGS
 CL2504  HISTORY     - 1974     SEE DESCRIPTION  NGS
 CL2504
 CL2504                          STATION DESCRIPTION
 CL2504
 CL2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2504'ABOUT 7-1/4 MILES EAST-NORTHEAST OF VIENNA, ON PROPERTY BELONGING
 CL2504'TO A.E. BUSH, 158 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE TENANTED
 CL2504'BY P.J. FLOURNOY, ABOUT 75 YARDS EAST OF MAIN ROAD, 31 FEET
 CL2504'SOUTHWEST OF 16-INCH RED OAK TREE AND 30 FEET EAST OF CENTER LINE
 CL2504'OF DIM ROAD.  TO REACH FROM VIENNA AT POINT WHERE STATE HIGHWAY 28
 CL2504'TURNS EAST, FOLLOW HIGHWAY EAST 6.15 MILES TO FORK AT PURE OIL
 CL2504'FILLING STATION.  KEEP STRAIGHT AHEAD, (LEAVING STATE HIGHWAY) FOR
 CL2504'2.05 MILES TO CLAY CUT THROUGH HILL TO HOUSE AND STATION ON RIGHT.
 CL2504'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CL2504'UPPER MARK PROJECTS ABOUT 3 INCHES.  REFERENCE AND AZIMUTH
 CL2504'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE
 CL2504'MARK NO. 1 PROJECTS ABOUT 4 INCHES, IS AT WEST EDGE OF PEACH ORCHARD
 CL2504'AND 127.39 FEET EAST-NORTHEAST OF STATION N 68 DEG 14 MIN E.
 CL2504'NO. 2 PROJECTS ABOUT 6 INCHES, IS 33 YARDS SOUTH-SOUTHWEST OF
 CL2504'SOUTHWEST CORNER OF HOUSE, ABOUT 6 YARDS WEST OF DIM ROAD LEADING
 CL2504'OFF MAIN ROAD AND 85.24 FEET NORTH-NORTHWEST OF STATION N 63
 CL2504'DEG 50 MIN W. AZIMUTH MARK PROJECTS ABOUT 6 INCHES, IS ALONG MAIN
 CL2504'ROAD BEYOND STATION, 80 FEET SOUTH-SOUTHWEST OF ANNA JUDDS HOUSE,
 CL2504'46 FEET SOUTH OF 16-INCH WHITE OAK TREE, 18 FEET SOUTH OF CENTER
 CL2504'LINE OF ROAD AND 0.35 MILE (BY ROAD) EAST OF STATION N 81 DEG 06
 CL2504'MIN E.
 CL2504
 CL2504                          STATION RECOVERY (1971)
 CL2504
 CL2504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CL2504'THIS STATION HAS PROBABLY BEEN DESTROYED.  THE TOP OF THE HILL HAS
 CL2504'BEEN REMOVED.  I COULD NOT FIND THE R.M.S OR THE AZ MK.
 CL2504'
 CL2504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES ENE OF
 CL2504'VIENNA.
 CL2504
 CL2504                          STATION RECOVERY (1972)
 CL2504
 CL2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CL2504'THE SURFACE STATION MARK WAS RECOVERED 0.05 MILE SOUTH-SOUTHWEST OF
 CL2504'THE STATION SITE.  REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT
 CL2504'NOT RECOVERED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED
 CL2504'AND BELIEVED DESTROYED WHEN THE ROAD WAS WIDENED.  THE BUSH HOUSE
 CL2504'IS STILL STANDING BUT THE EARTH AROUND THE HOUSE HAS BEEN PUSHED OFF
 CL2504'THE SAND HILL TO A LOW AREA SOUTH OF THE HOUSE.  THE HOUSE IS ATOP A
 CL2504'6 FOOT HIGH PROJECTING AREA OF GROUND THAT WAS NOT DISTURBED.  MR.
 CL2504'TOM BUSH, NOW THE OWNER OF THE PROPERTY, WENT WITH ME AND CONFIRMED
 CL2504'THE SITE WHERE THE TOWER WAS LOCATED.  HE HAD THE SOIL PUSHED TO THE
 CL2504'SOUTH OF THE STATION SITE AREA, BUT STATED THE SURFACE STATION
 CL2504'MARK WAS ALREADY AT THE LOCATION HE SHOWED ME 0.05 MILE
 CL2504'SOUTH-SOUTHWEST OF THE SITE BEFORE HE BOUGHT THE PROPERTY FROM HIS
 CL2504'BROTHER.  A THOROUGH SEARCH WAS MADE FOR THE UNDERGROUND MARK BY
 CL2504'DIGGING AND PROBING.  DUE TO CHANGES A COMPLETE NEW TO REACH
 CL2504'FOLLOWS.
 CL2504'
 CL2504'STATION IS ABOUT 7-1/4 MILES EAST-NORTHEAST OF VIENNA AND ON
 CL2504'PROPERTY OWNED BY MR. TOM BUSH, ROUTE 3, VIENNA, GEORGIA.
 CL2504'
 CL2504'TO REACH THE STATION FROM WHERE STATE HIGHWAY 27 PASSES OVER
 CL2504'INTERSTATE HIGHWAY 75, ABOUT 3 MILES NORTHEAST OF VIENNA, GO
 CL2504'NORTHEAST ON STATE HIGHWAY 27 FOR 2.65 MILES TO A FORK AND A
 CL2504'SERVICE STATION AT A COUNTRY STORE.  KEEP RIGHT AND GO EAST ON
 CL2504'SURFACED ROAD FOR 2.25 MILES TO A LARGE OAK TREE, AN ABANDONED
 CL2504'HOUSE AND THE STATION SITE ON RIGHT.
 CL2504'
 CL2504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES
 CL2504'EAST-NORTHEAST OF VIENNA.
 CL2504
 CL2504                          STATION RECOVERY (1974)
 CL2504
 CL2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CL2504'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CL2504'HAVE BEEN DESTROYED.  TRIANGULATION STATION BUSH 2 AND REFERENCE
 CL2504'MARKS 3, 4 AND 5 WERE ESTABLISHED ABOUT 300 FEET NORTH-NORTHWEST
 CL2504'OF THE OLD STATION SITE.  SEE THE DESCRIPTION THERE OF.
 CL2504'
 CL2504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL2504'7.5 MILES EAST-NORTHEAST OF VIENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2511 ***********************************************************************
 CL2511  DESIGNATION -  BUSH 2
 CL2511  PID         -  CL2511
 CL2511  STATE/COUNTY-  GA/DOOLY
 CL2511  USGS QUAD   -  PINEVIEW SW (1971)
 CL2511
 CL2511                         *CURRENT SURVEY CONTROL
 CL2511  ___________________________________________________________________
 CL2511* NAD 83(1994)-  32 07 09.69452(N)    083 40 46.44653(W)     ADJUSTED  
 CL2511* NAVD 88     -       130.9    (meters)     429.     (feet)  VERTCON   
 CL2511  ___________________________________________________________________
 CL2511  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CL2511  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CL2511
 CL2511  HORZ ORDER  -  FIRST
 CL2511
 CL2511.The horizontal coordinates were established by classical geodetic methods
 CL2511.and adjusted by the National Geodetic Survey in September 1997..
 CL2511
 CL2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2511
 CL2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2511
 CL2511.The geoid height was determined by GEOID03.
 CL2511
 CL2511;                    North         East     Units Scale Factor Converg.
 CL2511;SPC GA W     -   235,054.949   745,963.357   MT  0.99992604   +0 15 32.4
 CL2511;SPC GA W     -   771,176.11  2,447,381.45   sFT  0.99992604   +0 15 32.4
 CL2511;UTM  17      - 3,556,810.474   247,188.509   MT  1.00038827   -1 25 31.6
 CL2511
 CL2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2511!SPC GA W     -   0.99998368  x   0.99992604  =   0.99990972
 CL2511!UTM  17      -   0.99998368  x   1.00038827  =   1.00037194
 CL2511
 CL2511:                Primary Azimuth Mark                     Grid Az
 CL2511:SPC GA W     -  BUSH 2 RM 3 AZIMUTH                      093 19 58.0
 CL2511:UTM  17      -  BUSH 2 RM 3 AZIMUTH                      095 01 02.0
 CL2511
 CL2511|---------------------------------------------------------------------|
 CL2511| PID    Reference Object                     Distance      Geod. Az  |
 CL2511|                                                           dddmmss.s |
 CL2511| CY7404 BUSH 2 RM 3 AZIMUTH                                0933530.4 |
 CL2511| CY7405 BUSH 2 RM 4                          49.274 METERS 13008     |
 CL2511| CL2538 VIENNA GA PACIFIC CORP TANK         APPROX.11.6 KM 2470318.7 |
 CL2511| CL2540 VIENNA N MUN TANK                   APPROX.10.9 KM 2553130.0 |
 CL2511| CY7406 BUSH 2 RM 5                          53.599 METERS 26312     |
 CL2511| CL2521 VIENNA CABLEVISION TV MAST          APPROX.12.4 KM 2793926.0 |
 CL2511| CL2513 VIENNA NOBLE CO TANK                APPROX. 3.2 KM 2822049.7 |
 CL2511| CL2524 PINEHURST SOU RWY MICROWAVE         APPROX.10.1 KM 3060206.8 |
 CL2511|---------------------------------------------------------------------|
 CL2511
 CL2511                          SUPERSEDED SURVEY CONTROL
 CL2511
 CL2511  NAD 83(1986)-  32 07 09.69809(N)    083 40 46.44578(W) AD(       ) 1
 CL2511  NAD 27      -  32 07 09.09017(N)    083 40 46.82523(W) AD(       ) 1
 CL2511  NGVD 29 (07/19/86)  131.1    (m)          430.     (f) VERT ANG       
 CL2511
 CL2511.Superseded values are not recommended for survey control.
 CL2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2511.See file dsdata.txt to determine how the superseded data were derived.
 CL2511
 CL2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4718956810(NAD 83)
 CL2511_MARKER: DS = TRIANGULATION STATION DISK
 CL2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2511
 CL2511  HISTORY     - Date     Condition        Report By
 CL2511  HISTORY     - 1974     MONUMENTED       NGS
 CL2511
 CL2511                          STATION DESCRIPTION
 CL2511
 CL2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CL2511'TRIANGULATION STATION BUSH, REFERENCE MARKS 1 AND 2 AND THE
 CL2511'AZIMUTH MARK HAVE BEEN DESTROYED.  BUSH 2 WAS ESTABLISHED ABOUT
 CL2511'300 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM THE OLD
 CL2511'STATION SITE.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED AT
 CL2511'THIS TIME.
 CL2511'
 CL2511'THE STATION IS LOCATED ABOUT 10.5 MILES WEST OF PINEVIEW,
 CL2511'10 MILES SOUTHEAST OF UNIDILLA, 7.25 MILES EAST-NORTHEAST OF
 CL2511'VIENNA AND ON PROPERTY OWNED BY MR. TOM BUSH OF VIENNA, WHOSE
 CL2511'TELEPHONE NUMBER IS 268-4463.
 CL2511'
 CL2511'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75
 CL2511'AND STATE HIGHWAY 27, ABOUT 3.5 MILES NORTHEAST OF VIENNA, GO
 CL2511'EAST ON HIGHWAY 27 FOR 2.6 MILES TO A SIDE ROAD RIGHT.  TURN
 CL2511'RIGHT AND GO EASTERLY ON COUNTY ROUTE 213 FOR 1.65 MILES TO A
 CL2511'CROSSROAD.  CONTINUE AHEAD, EASTERLY, ON THE ROAD FOR 0.65 MILE
 CL2511'TO THE STATION ON THE LEFT.
 CL2511'
 CL2511'STATION MARKS ARE STANDARD DISKS STAMPED BUSH 2 1974.  THE
 CL2511'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CL2511'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 178
 CL2511'FEET EAST-NORTHEAST OF A UTILITY POLE, 165 FEET NORTHWEST OF A
 CL2511'UTILITY POLE, 70 FEET EAST-NORTHEAST OF A 4-INCH PINE TREE
 CL2511'AND 25 FEET NORTH OF THE EDGE OF A CUT BANK.  THE UNDERGROND
 CL2511'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 CL2511'INCHES BELOW THE GROUND SURFACE.
 CL2511'
 CL2511'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ BUSH 2 NO 3 1974,
 CL2511'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2511'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 CL2511'SOUTH OF THE CENTER OF THE ROAD, 2.5 FEET WEST OF A METAL
 CL2511'WITNESS POST AND 2 FEET NORTHWEST OF A UTILITY POLE WITH
 CL2511'TRANSFORMER.
 CL2511'
 CL2511'REFERENCE MARK 4, A STANDARD DISK STAMPED BUSH 2 NO 4 1974, IS
 CL2511'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CL2511'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET SOUTH
 CL2511'OF THE CENTER OF THE ROAD, 3 FEET WEST-NORTHWEST OF THE UTILITY
 CL2511'POLE AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 CL2511'
 CL2511'REFERENCE MARK 5, A STANDARD DISK STAMPED BUSH 2 NO 5 1974, IS
 CL2511'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CL2511'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET NORTH
 CL2511'OF THE CENTER OF THE ROAD, 1.3 FEET EAST OF THE UTILITY POLE AND
 CL2511'1.3 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 CL2511'
 CL2511'TO REACH REFERENCE MARK 3 FROM THE STATION CONTINUE AHEAD,
 CL2511'EASTERLY, ON THE ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 CL2511'
 CL2511'HEIGHT OF LIGHT ABOVE STATION MARK 31.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1776 ***********************************************************************
 CM1776  DESIGNATION -  BUSH RESET
 CM1776  PID         -  CM1776
 CM1776  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1776  USGS QUAD   -  GLEN ALTA (1983)
 CM1776
 CM1776                         *CURRENT SURVEY CONTROL
 CM1776  ___________________________________________________________________
 CM1776* NAD 83(1994)-  32 21 46.27530(N)    084 42 10.13119(W)     ADJUSTED  
 CM1776* NAVD 88     -       213.11   (+/-2cm)     699.2    (feet)  VERTCON   
 CM1776  ___________________________________________________________________
 CM1776  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CM1776  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM1776
 CM1776  HORZ ORDER  -  FIRST
 CM1776  VERT ORDER  -  THIRD ? (See Below)
 CM1776
 CM1776.The horizontal coordinates were established by classical geodetic methods
 CM1776.and adjusted by the National Geodetic Survey in September 1997..
 CM1776
 CM1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1776.The vertical order pertains to the NGVD 29 superseded value.
 CM1776
 CM1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1776
 CM1776.The geoid height was determined by GEOID03.
 CM1776
 CM1776;                    North         East     Units Scale Factor Converg.
 CM1776;SPC GA W     -   262,076.112   649,542.997   MT  0.99993138   -0 17 13.2
 CM1776;SPC GA W     -   859,828.04  2,131,042.32   sFT  0.99993138   -0 17 13.2
 CM1776;UTM  16      - 3,582,976.657   716,147.522   MT  1.00017616   +1 13 48.4
 CM1776
 CM1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1776!SPC GA W     -   0.99997070  x   0.99993138  =   0.99990208
 CM1776!UTM  16      -   0.99997070  x   1.00017616  =   1.00014685
 CM1776
 CM1776|---------------------------------------------------------------------|
 CM1776| PID    Reference Object                     Distance      Geod. Az  |
 CM1776|                                                           dddmmss.s |
 CM1776| CS6016 BUSH RM 6                             8.477 METERS 04344     |
 CM1776| CY8362 BUSH RM 3                             8.447 METERS 04346     |
 CM1776| CM1784 UNION SOUTHERN RWY MICROWAVE        APPROX. 5.3 KM 0931555.0 |
 CM1776| CY8363 BUSH RM 4                             9.155 METERS 12956     |
 CM1776| CY8364 BUSH RM 5                                          1542635.5 |
 CM1776| CM1779 CUSSETA LOT                         APPROX. 6.4 KM 2042247.4 |
 CM1776| CY8135 BUSH RM 1                            52.805 METERS 21210     |
 CM1776| CM1917 CUSETTA TV STA WTVM MAST            APPROX. 8.4 KM 2385246.6 |
 CM1776| CY8134 BUSH AZ MK                                         2581211.6 |
 CM1776| CY8136 BUSH RM 2                            45.245 METERS 32447     |
 CM1776|---------------------------------------------------------------------|
 CM1776
 CM1776                          SUPERSEDED SURVEY CONTROL
 CM1776
 CM1776  NAD 83(1994)-  32 21 46.27922(N)    084 42 10.13077(W) AD(       ) 1
 CM1776  NAD 83(1986)-  32 21 46.27972(N)    084 42 10.13131(W) AD(       ) 1
 CM1776  NAD 27      -  32 21 45.74800(N)    084 42 10.40600(W) AD(       ) 1
 CM1776  NGVD 29 (07/19/86)  213.18   (m)          699.4    (f) LEVELING    3  
 CM1776
 CM1776.Superseded values are not recommended for survey control.
 CM1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1776.See file dsdata.txt to determine how the superseded data were derived.
 CM1776
 CM1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1614882977(NAD 83)
 CM1776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CM1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1776+STABILITY: SURFACE MOTION
 CM1776
 CM1776  HISTORY     - Date     Condition        Report By
 CM1776  HISTORY     - 1933     MONUMENTED       CGS
 CM1776  HISTORY     - 1935     GOOD             CGS
 CM1776  HISTORY     - 1954     GOOD             USA
 CM1776  HISTORY     - 1955     GOOD             AMS
 CM1776  HISTORY     - 1972     SEE DESCRIPTION  NGS
 CM1776  HISTORY     - 1974     GOOD             NGS
 CM1776  HISTORY     - 1980     GOOD             NGS
 CM1776
 CM1776                          STATION DESCRIPTION
 CM1776
 CM1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 CM1776'THIS STATION IS ABOUT 7.5 MILES BY ROAD N BY E OF CUSSETA, ABOUT 14
 CM1776'MILES BY ROAD S OF BOX SPRINGS, 0.2 MILE NE OF THE CUSSETA-BOX
 CM1776'SPRINGS ROAD, ON THE SUMMIT OF A HIGH-TIMBERED HILL, AND 24.5 FEET E
 CM1776'OF A BLAZED TREE.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 CM1776'
 CM1776'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CM1776'BRONZE DISKS SET IN CONCRETE.
 CM1776'
 CM1776'REFERENCE MARK NO. 1 IS S OF THE STATION AND PROJECTS 6 INCHES ABOVE
 CM1776'THE GROUND.
 CM1776'
 CM1776'REFERENCE MARK NO. 2 IS NW OF THE STATION AND PROJECTS 5 INCHES
 CM1776'ABOVE THE GROUND.
 CM1776'
 CM1776'THE AZIMUTH MARK IS ABOUT 0.2 MILE SW OF THE STATION, 5 PACES W OF
 CM1776'THE CENTER LINE OF THE MAIN ROAD, 38 PACES N OF A CURVE SIGN, ON A
 CM1776'FENCE LINE, AND PROJECTS 4 INCHES ABOVE THE GROUND.
 CM1776'
 CM1776'TO REACH THE STATION FROM CUSSETA FOLLOW THE CUSSETA-BOX SPRINGS
 CM1776'ROAD 7 MILES TO A POINT WHERE THE ROAD SWINGS LEFT AROUND A HOLLOW
 CM1776'AND A GRADED ROAD LEADS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD TO
 CM1776'THE TOP OF THE RIDGE, TURN LEFT ON A NARROW SAND ROAD AND FOLLOW IT
 CM1776'UP HILL 0.3 MILE TO THREE BLAZED TREES.  AT THIS POINT THERE IS A
 CM1776'CLEARED FIELD TO THE N AND THE ROAD CURVES RIGHT.  LEAVE THE ROAD
 CM1776'AND FOLLOW DIM TRAIL ABOUT 130 PACES TO THE SUMMIT OF THE HILL AND
 CM1776'THE STATION.
 CM1776'
 CM1776'A 90-FOOT TOWER WAS ERECTED.
 CM1776
 CM1776                          STATION RECOVERY (1935)
 CM1776
 CM1776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 CM1776'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 CM1776'WAS ADEQUATE EXCEPT IN DISTANCE TO REFERENCE MARKS.
 CM1776
 CM1776                          STATION RECOVERY (1954)
 CM1776
 CM1776'RECOVERY NOTE BY US ARMY 1954
 CM1776'REPORT SUBMITTED BY THE 188TH FA BN., FORT BENNING, GA.--
 CM1776'
 CM1776'STATION WAS RECOVERED IN GOOD CONDITION.  MARK IS NOW WITNESSED BY
 CM1776'A 15-FT. TRIPOD-SHAPED 4- BY 4-IN STAND DIRECTLY ABOVE THE MARK.
 CM1776'
 CM1776'AZIMUTH MARK RESET IS STILL SOLID BUT EROSION IS BAD.  THE CURVE SIGN
 CM1776'AND FENCE ROW ARE DESTROYED.  MARK WITNESSED BY A 4-FT. 4- BY 4-IN.
 CM1776'WHITE STAKE.
 CM1776'
 CM1776'A MARK, DESIGNATED AS BUSH NORTHWEST (WHICH MAY BE REFERENCE MARK
 CM1776'2), IS IN GOOD CONDITION.
 CM1776'
 CM1776'REPORT SUBMITTED STATES THAT THE MARKS RECOVERED WERE UNSTAMPED.
 CM1776
 CM1776                          STATION RECOVERY (1955)
 CM1776
 CM1776'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CM1776'STATION RECOVERED IN GOOD CONDITION.
 CM1776
 CM1776                          STATION RECOVERY (1972)
 CM1776
 CM1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 CM1776'THE SURFACE AND UNDERGROUND STATION MARKS AND REFERENCE MARK 1
 CM1776'WERE RECOVERED, HOWEVER THE SURFACE STATION MARK WAS FOUND
 CM1776'BATTERED AND SLIGHTLY TILTED, IT WAS REPLACED HOLDING THE EXACT
 CM1776'POSITION AS THE UNDERGROUND MARK.  REFERENCE MARK 2 WAS FOUND
 CM1776'TILTED AND THE DISK WAS CUT IN HALF.  A DIFFERENCE OF 0.21 FEET
 CM1776'OR 0.064 METERS SHORTER IN THE DISTANCE AND A DIFFERENCE OF 3
 CM1776'MINUTES AND 38 SECONDS IN THE DIRECTION TO REFERENCE MARK 1 WAS
 CM1776'NOTED.  THE AZIMUTH MARK WAS FOUND LYING ON TOP OF THE
 CM1776'GROUND.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED.
 CM1776'FOLLOWING IS A NEW DESCRIPTION.
 CM1776'
 CM1776'THE STATION IS ABOUT 11 MILES WEST AND 3 MILES NORTH OF BUENA
 CM1776'VISTA AND 4 MILES EAST AND 4-1/2 MILES NORTH OF CUSSETA, NEAR THE
 CM1776'SOUTHEAST CORNER OF THE FORT BENNING MILITARY RESERVATION AND ON
 CM1776'PROPERTY OF THE U.S. GOVERNMENT.
 CM1776'
 CM1776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 280, 55
 CM1776'AND 55 SPUR AT THE SOUTHEAST EDGE OF CUSSETA, GO NORTH ON STATE
 CM1776'HIGHWAY 55 SPUR FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY
 CM1776'137.  TURN RIGHT AND GO EAST ON HIGHWAY 137 FOR 2.4 MILES TO THE
 CM1776'JUNCTION WITH STATE HIGHWAY 26.  TURN LEFT, CROSSING HIGHWAY 26
 CM1776'AND GO NORTH ON GRADED ROAD FOR 1.1 MILES TO A FORK.  TAKE THE
 CM1776'RIGHT FORK AND GO NORTHEAST ON GRADED ROAD FOR 1.3 MILES TO A
 CM1776'CROSSROAD.  CONTINUE NORTHEAST ON GRADED ROAD FOR 1.7 MILES TO
 CM1776'A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHEAST, UPHILL FOR
 CM1776'0.35 MILE TO THE TOP OF HILL, A LARGE PAVED AREA ON THE RIGHT AND
 CM1776'A TRACK ROAD LEFT.* TURN LEFT AND GO WEST ON TRACK ROAD FOR 0.05
 CM1776'MILE TO THE STATION ON THE RIGHT.
 CM1776'
 CM1776'*TO REACH REFERENCE MARK 5 FROM THIS POINT, TURN RIGHT AND GO EAST
 CM1776'ACROSS PAVED AREA FOR 0.05 MILE TO THE EAST END OF THE PAVED AREA
 CM1776'AND THE MARK.
 CM1776'
 CM1776'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 CM1776'BUSH 1933 1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM1776'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 32.0
 CM1776'FEET WEST OF A WITNESS POST, 29.7 FEET SOUTH OF A WITNESS POST
 CM1776'AND 14.0 FEET NORTH OF THE CENTER OF A TRACK ROAD.  THE
 CM1776'UNDERGROUND MARK IS STAMPED BUSH 1933, SET IN AN IRREGULAR MASS OF
 CM1776'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CM1776'
 CM1776'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUSH NO 1 1933, SET
 CM1776'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 CM1776'3 INCHES ABOVE THE GROUND.  IT IS 171.6 FEET SOUTH-SOUTHWEST OF
 CM1776'A WITNESS POST, 160.0 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 CM1776'AND ABOUT 4 FEET LOWER THAN THE STATION.
 CM1776'
 CM1776'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BUSH 1933 NO 3 1972,
 CM1776'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CM1776'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 42.0 FEET NORTH OF THE
 CM1776'CENTER OF THE TRACK ROAD, 41.0 FEET NORTHWEST OF A WITNESS POST,
 CM1776'2.0 FEET SOUTH OF A WITNESS POST AND ABOUT THE SAME ELEVATION
 CM1776'AS THE STATION.
 CM1776'
 CM1776'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BUSH 1933 NO 4 1972,
 CM1776'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CM1776'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 41.0 FEET SOUTHEAST
 CM1776'OF A WITNESS POST, 12.0 FEET NORTH OF THE CENTER OF THE TRACK
 CM1776'ROAD, 2.0 FEET WEST OF A WITNESS POST AND ABOUT THE SAME
 CM1776'ELEVATION AS THE STATION.
 CM1776'
 CM1776'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED BUSH 1933 NO 5 1972,
 CM1776'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CM1776'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 7.0 FEET WEST OF THE
 CM1776'EAST EDGE OF A CUTBANK AND 1.5 FEET SOUTH OF A WITNESS
 CM1776'POST.
 CM1776'
 CM1776'NOTE--REFERENCE MARK 5 SERVES AS THE AZIMUTH MARK.
 CM1776'
 CM1776'HEIGHT OF LIGHT ABOVE STATION MARK 4.72 FEET.
 CM1776'
 CM1776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1776'6 MILES NORTHEAST OF CUSSETA.
 CM1776
 CM1776                          STATION RECOVERY (1974)
 CM1776
 CM1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1776'THE STATION MARK AND REFERENCE MARKS 1, 3, 4, AND 5 WERE RECOVERED
 CM1776'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING WITH PART
 CM1776'OF THE DISK MISSING AND WAS DESTROYED.  DISTANCES AND DIRECTIONS
 CM1776'TO REFERENCE MARKS 1, 3, 4, AND 5 WERE COMPARED TO THE 1972 LIST
 CM1776'OF DIRECTIONS.  THE FOLLOWING DISCREPANCIES WERE NOTED--THE
 CM1776'DIRECTION TO REFERENCE MARK 5 WAS FOUND TO BE 5.7 SECONDS
 CM1776'SMALLER.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 CM1776'GREATER BY 0.017 METER.  A NEW DESCRIPTION FOLLOWS.
 CM1776'
 CM1776'THE STATION IS LOCATED 18 MILES EAST-SOUTHEAST OF THE COURTHOUSE
 CM1776'IN COLUMBUS, 5.5 MILES NORTHEAST OF CUSSETA, AND 2.5 MILES WEST
 CM1776'OF THE EAST BOUNDARY OF THE FORT BENNING MILITARY RESERVATION,
 CM1776'ON THE PROPERTY OF THE U.S. GOVERNMENT.
 CM1776'
 CM1776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280, 27,
 CM1776'AND STATE HIGHWAY 26, ABOUT 1.4 MILES WEST-NORTHWEST OF CUSSETA, GO
 CM1776'EASTERLY ON STATE HIGHWAY 26 FOR 3.8 MILES TO THE JUNCTION OF
 CM1776'STATE HIGHWAY 137 ON THE RIGHT AND A GRADED ROAD ON THE LEFT.
 CM1776'TURN LEFT AND GO NORTH ON THE GRADED ROAD FOR 1.0 MILE TO A SET OF
 CM1776'RAILROAD TRACKS.  CONTINUE NORTHERLY ON THE GRADED ROAD FOR
 CM1776'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK, BOX SPRING ROAD, AND
 CM1776'CONTINUE NORTHERLY FOR 1.3 MILES TO A CROSSROAD.  CONTINUE AHEAD
 CM1776'ON BOX SPRING ROAD FOR 0.95 MILE TO A CROSSROAD.  CONTINUE
 CM1776'AHEAD ON BOX SPRING ROAD FOR 0.75 MILE TO A FORK.  TAKE THE
 CM1776'RIGHT FORK UPHILL FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 CM1776'FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.05 MILE
 CM1776'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT ON THE TRACK ROAD
 CM1776'AND GO SOUTHEAST FOR 0.05 MILE TO THE STATION ON THE LEFT
 CM1776'EDGE OF THE ROAD.
 CM1776'
 CM1776'THE STATION MARK, A STANDARD DISK STAMPED BUSH 1933 1972, IS SET
 CM1776'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CM1776'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET NORTHWEST OF A
 CM1776'METAL WITNESS POST, 29.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 CM1776'AND 15 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 CM1776'
 CM1776'REFERENCE MARK 1, A STANDARD DISK STAMPED BUSH 1933 NO 1, IS SET
 CM1776'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM1776'1-INCH ABOVE THE GROUND SURFACE.  IT IS 20 FEET NORTHWEST OF THE
 CM1776'EDGE OF A CLEARING AND 2 FEET NORTH OF A METAL WITNESS POST.
 CM1776'
 CM1776'REFERENCE MARK 3, A STANDARD DISK STAMPED BUSH 1933 NO 3 1972, IS
 CM1776'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1776'PROJECTS 2 INCHES.  IT IS 43 FEET NORTHEAST OF THE CENTER OF THE
 CM1776'TRACK ROAD CENTER AND 2 FEET SOUTHWEST OF A METAL WITNESS
 CM1776'POST.
 CM1776'
 CM1776'REFERENCE MARK 4, A STANDARD DISK STAMPED BUSH 1933 NO 4 1972, IS
 CM1776'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1776'PROJECTS 2 INCHES.  IT IS 16 FEET NORTHEAST OF THE CENTER OF THE
 CM1776'TRACK ROAD AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 CM1776'
 CM1776'REFERENCE MARK 5, A STANDARD DISK STAMPED BUSH 1933 NO 5 1972, IS
 CM1776'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1776'PROJECTS 3 INCHES.  IT IS 1.5 FEET WEST OF A METAL WITNESS POST
 CM1776'AT THE SOUTH END OF A FLAT AREA ON TOP OF AN EMBANKMENT WHICH
 CM1776'DROPS OFF SHARPLY TO THE SOUTH.
 CM1776'
 CM1776'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTH-SOUTHEAST
 CM1776'ACROSS THE FLAT AREA FOR APPROXIMATELY 0.1 MILE TO THE MARK AT
 CM1776'THE EDGE OF AN EMBANKMENT.
 CM1776'
 CM1776'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 CM1776'
 CM1776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1776'5.5 MILES NORTHEAST OF CUSSETA.
 CM1776
 CM1776                          STATION RECOVERY (1980)
 CM1776
 CM1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CM1776'THE STATION UNDERGROUND MARK, REFERENCE MARK 4, 5 (AZIMUTH MARK) AND
 CM1776'1 WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  REFERENCE MARK 1
 CM1776'WAS OBSTRUCTED BY A LARGE MOUND OF DIRT AT THIS TIME.  THE SURFACE
 CM1776'STATION MARK AND REFERENCE MARK 3 WERE FOUND DESTROYED.  A NEW
 CM1776'SURFACE STATION MARK AND REFERENCE MARK 6 WERE ESTABLISHED AT THIS
 CM1776'TIME.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 4 CHECKED THE
 CM1776'1974 RECOVERY BY L.H.W.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.
 CM1776'
 CM1776'STATION IS ABOUT 18.0 MILES EAST-SOUTHEAST OF THE COURT HOUSE IN
 CM1776'COLUMBUS, 5.5 MILES NORTHEAST OF CUSSETA, ON A HIGH HILL 2.5 MILES
 CM1776'WEST OF THE EAST BOUNDARY OF THE FORT BENNING MILITARY RESERVATION
 CM1776'AND ON U.S. GOVERNMENT PROPERTY.
 CM1776'
 CM1776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280, 27 AND
 CM1776'STATE HIGHWAY 26, WHICH IS ABOUT 1.4 MILES WEST-NORTHWEST OF CUSSETA,
 CM1776'GO EASTERLY ON STATE HIGHWAY 26 FOR 3.8 MILES TO THE JUNCTION OF
 CM1776'STATE HIGHWAY 137 ON THE RIGHT AND A GRADED ROAD ON THE LEFT.  TURN
 CM1776'LEFT AND GO NORTH ON THE GRADED ROAD FOR 1.0 MILE TO A SET OF RAILROAD
 CM1776'TRACKS.  CONTINUE NORTHERLY ON THE GRADED ROAD FOR 0.1 MILE TO A ROAD
 CM1776'FORK.  TAKE THE RIGHT FORK, BOX SPRING ROAD AND CONTINUE NORTHERLY
 CM1776'FOR 1.3 MILES TO A CROSSROAD.  CONTINUE AHEAD ON BOX SPRING ROAD FOR
 CM1776'0.95 MILE TO A CROSSROAD.  CONTINUE AHEAD ON BOX SPRING ROAD FOR
 CM1776'0.75 MILE TO A FORK.  TAKE THE RIGHT FORK UPHILL FOR 0.2 MILE TO A
 CM1776'FORK.  TAKE THE LEFT FORK FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT
 CM1776'FORK FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT ON THE
 CM1776'TRACK ROAD AND GO SOUTHEAST FOR 0.05 MILE TO THE STATION ON THE LEFT
 CM1776'EDGE OF THE ROAD.
 CM1776'
 CM1776'THE STATION MARK, A STANDARD DISK STAMPED BUSH 1933 1980, IS SET IN
 CM1776'THE TOP OF A 15-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET BELOW
 CM1776'THE SURFACE OF THE GROUND 8-INCHES.  IT IS 32.0 FEET NORTHWEST OF A
 CM1776'METAL WITNESS, 28.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND 18.0
 CM1776'FEET NORTHEAST OF THE CENTER OF TRACK ROAD.  THE UNDERGROUND MARK IS A
 CM1776'STANDARD DISK STAMPED BUSH 1933 AND IS ABOUT 36-INCHES BELOW THE
 CM1776'GROUND SURFACE.
 CM1776'
 CM1776'REFERENCE MARK 1, A STANDARD DISK STAMPED BUSH 1933 NO1, IS SET
 CM1776'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH
 CM1776'ABOVE THE GROUND SURFACE.  IT IS 20.0 FEET NORTHWEST OF THE EDGE OF
 CM1776'A FLAT CLEARING AND 2.0 FEET NORTH OF A METAL WITNESS POST.
 CM1776'
 CM1776'REFERENCE MARK 4, A STANDARD DISK STAMPED BUSH 1933 NO4 1972, IS
 CM1776'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CM1776'2-INCHES.  IT IS 52.0 FEET SOUTHEAST OF THE CENTER OF DIM TRACK ROAD,
 CM1776'20.0 FEET NORTHEAST OF THE CENTER OF ROAD AND 2.0 FEET NORTHWEST OF
 CM1776'A METAL WITNESS POST.
 CM1776'
 CM1776'REFERENCE MARK 5 (AZIMUTH MARK), A STANDARD DISK STAMPED BUSH 1933
 CM1776'NO 5 1972, IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CM1776'THAT PROJECTS 3-INCHES.  IT IS 1.5 FEET WEST OF A METAL WITNESS POST
 CM1776'AND AT THE SOUTH END OF A FLAT AREA ON TOP OF AN EMBANKMENT WHICH
 CM1776'DROPS OFF SHARPLY TO THE SOUTH.
 CM1776'
 CM1776'REFERENCE MARK 6, A STANDARD DISK STAMPED BUSH 1933 NO6 1980, IS
 CM1776'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CM1776'FLUSH WITH THE GROUND.  IT IS 47.0 FEET NORTHEAST OF THE CENTER OF
 CM1776'ROAD, 24.0 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 1.0 FOOT
 CM1776'WEST OF A METAL WITNESS POST.
 CM1776'
 CM1776'TO REACH REFERENCE MARK 5 (AZIMUTH MARK) FROM THE STATION, GO
 CM1776'SOUTH-SOUTHEAST ACROSS A FLAT AREA FOR 0.1 MILE TO MARK AT THE EDGE
 CM1776'OF AN EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0513 ***********************************************************************
 CK0513  DESIGNATION -  BUSH=C 48
 CK0513  PID         -  CK0513
 CK0513  STATE/COUNTY-  GA/BULLOCH
 CK0513  USGS QUAD   -  GUYTON (1978)
 CK0513
 CK0513                         *CURRENT SURVEY CONTROL
 CK0513  ___________________________________________________________________
 CK0513* NAD 83(1994)-  32 18 32.49776(N)    081 29 34.65961(W)     ADJUSTED  
 CK0513* NAVD 88     -        31.115  (meters)     102.08   (feet)  ADJUSTED  
 CK0513  ___________________________________________________________________
 CK0513  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK0513  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 CK0513  DYNAMIC HT  -          31.080 (meters)     101.97  (feet)  COMP
 CK0513  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CK0513
 CK0513  HORZ ORDER  -  FIRST
 CK0513  VERT ORDER  -  FIRST     CLASS II
 CK0513
 CK0513.The horizontal coordinates were established by classical geodetic methods
 CK0513.and adjusted by the National Geodetic Survey in September 1997..
 CK0513
 CK0513.The orthometric height was determined by differential leveling
 CK0513.and adjusted by the National Geodetic Survey in June 1991..
 CK0513
 CK0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0513
 CK0513.The geoid height was determined by GEOID03.
 CK0513
 CK0513.The dynamic height is computed by dividing the NAVD 88
 CK0513.geopotential number by the normal gravity value computed on the
 CK0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0513.degrees latitude (g = 980.6199 gals.).
 CK0513
 CK0513.The modeled gravity was interpolated from observed gravity values.
 CK0513
 CK0513;                    North         East     Units Scale Factor Converg.
 CK0513;SPC GA E     -   256,180.665   263,440.409   MT  0.99994962   +0 21 36.4
 CK0513;SPC GA E     -   840,486.07    864,304.08   sFT  0.99994962   +0 21 36.4
 CK0513;UTM  17      - 3,574,796.562   453,593.800   MT  0.99962656   -0 15 48.5
 CK0513
 CK0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0513!SPC GA E     -   0.99999991  x   0.99994962  =   0.99994953
 CK0513!UTM  17      -   0.99999991  x   0.99962656  =   0.99962647
 CK0513
 CK0513:                Primary Azimuth Mark                     Grid Az
 CK0513:SPC GA E     -  GRAPE                                    287 49 48.7
 CK0513:UTM  17      -  GRAPE                                    288 27 13.6
 CK0513
 CK0513|---------------------------------------------------------------------|
 CK0513| PID    Reference Object                     Distance      Geod. Az  |
 CK0513|                                                           dddmmss.s |
 CK0513| CK4076 GRAPE                               APPROX. 1.7 KM 2881125.1 |
 CK0513| CK4598 BUSH RM                              17.474 METERS 34053     |
 CK0513|---------------------------------------------------------------------|
 CK0513
 CK0513                          SUPERSEDED SURVEY CONTROL
 CK0513
 CK0513  NAD 83(1986)-  32 18 32.52196(N)    081 29 34.63967(W) AD(       ) 1
 CK0513  NAD 83(1986)-  32 18 32.58027(N)    081 29 34.60571(W) AD(       ) 1
 CK0513  NAD 27      -  32 18 31.86500(N)    081 29 35.19900(W) AD(       ) 1
 CK0513  NGVD 29 (??/??/92)   31.353  (m)          102.86   (f) ADJ UNCH    1 2
 CK0513
 CK0513.Superseded values are not recommended for survey control.
 CK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0513.See file dsdata.txt to determine how the superseded data were derived.
 CK0513
 CK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5359474797(NAD 83)
 CK0513_MARKER: DS = TRIANGULATION STATION DISK
 CK0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0513_STAMPING: EL 102.864 C 48 BUSH 1918
 CK0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0513+STABILITY: SURFACE MOTION
 CK0513
 CK0513  HISTORY     - Date     Condition        Report By
 CK0513  HISTORY     - 1918     MONUMENTED       CGS
 CK0513  HISTORY     - 1935     GOOD             CGS
 CK0513  HISTORY     - 1950     GOOD             CGS
 CK0513  HISTORY     - 1955     GOOD             NGS
 CK0513  HISTORY     - 1979     GOOD             NGS
 CK0513  HISTORY     - 1979     GOOD             NGS
 CK0513
 CK0513                          STATION DESCRIPTION
 CK0513
 CK0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CK0513'ABOUT 7-1/2 TELEGRAPH POLES NORTHWEST OF CROSSING OF STATE
 CK0513'HIGHWAY 117 AT IVANHOE, ON OLD ABANDONED SAVANNAH AND STATESBORO
 CK0513'RAILWAY, AT SOUTHEAST END OF FIRST CURVE NORTH OF THE DEPOT.
 CK0513'100 YARDS SOUTHWEST OF A LARGE WHITE HOUSE.  58 FEET NORTHEAST
 CK0513'OF NORTHEAST END OF A 3-FOOT CULVERT.  55 FEET NORTHEAST
 CK0513'OF CENTER LINE OF OLD RAILWAY BED.  REFERENCE MARK = B-48
 CK0513'IS 100 YARDS SOUTHWEST OF LARGE WHITE HOUSE.  17.474
 CK0513'METERS (57.33 FEET) FROM STATION IN GRID AZIMUTH 160 DEG 32 MIN.
 CK0513
 CK0513                          STATION RECOVERY (1950)
 CK0513
 CK0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0513'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CK0513'AS DESCRIBED EXCEPT FOR CHANGED CONDITIONS.
 CK0513'
 CK0513'STATION IS LOCATED ABOUT 0.2 MI. N-NW OF THE CROSSROADS IN
 CK0513'THE VILLAGE OF HUBERT, ON THE OUTSIDE OF A CURVE IN THE
 CK0513'ROAD BUILT ON THE RAILROAD ROADBED, 33 FT. W-NW OF THE INTERSECTION
 CK0513'OF THE CENTERLINES OF THE LONG ROAD TANGENTS ON EITHER SIDE
 CK0513'OF THE STATION, AND 6.5 FT. N OF THE W ONE OF THESE TANGENTS.
 CK0513'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED BUSH C
 CK0513'48 1918 EL 102.864 AND SET IN THE TOP OF A CONCRETE POST
 CK0513'PROJECTING 1 IN.
 CK0513'
 CK0513'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN CONCRETE.
 CK0513'
 CK0513'REFERENCE MARK IS 17.483 M. (57.36 FT.) IN GRID AZIMUTH
 CK0513'160 DEG 32 MIN FROM THE STATION, 85 FT. NW OF THE POINT OF
 CK0513'INTERSECTION OF THE SAID TANGENTS, AND 53 FT. N OF THE W TANGENT.
 CK0513'IT IS A STANDARD DISK, STAMPED BUSH C 48 1918 ELEV 103.258
 CK0513'AND SET IN THE TOP OF A CONCRETE POST 1 IN. UNDER GROUND.
 CK0513'
 CK0513'NOTE--THE REFERENCE MARK HAS BEEN PREVIOUSLY DESIGNATED AS
 CK0513'BENCH MARK B 48.
 CK0513
 CK0513                          STATION RECOVERY (1955)
 CK0513
 CK0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CK0513'3.4 MI SE FROM STILSON.
 CK0513'ABOUT 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 119 FROM THE
 CK0513'SCHOOL AT STILSON, ABOUT 0.2 MILE NORTHWEST OF THE CROSSROADS
 CK0513'AT HUBERT, 86 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 57 1/2
 CK0513'FEET SOUTH-SOUTHEAST OF BM B 48= RM BUSH, 76 FEET EAST-NORTHEAST
 CK0513'OF SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 36-INCH
 CK0513'PIPE CULVERT, 44 FEET EAST OF A TELEPHONE POLE, ABOUT 3 1/2
 CK0513'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CK0513'POST PROJECTING 1 INCH.
 CK0513
 CK0513                          STATION RECOVERY (1979)
 CK0513
 CK0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK0513'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 CK0513'CONDITION.  MEASUREMENTS TO THE ROAD CENTER COULD NOT BE MADE DUE TO
 CK0513'SWAMP AND WATER.
 CK0513'
 CK0513'STATION IS LOCATED 3.7 MILES SOUTHEAST OF STILSON, 0.15 MILE
 CK0513'NORTHWEST OF THE MAIN CROSSROAD IN THE HUBERT COMMUNITY, ON THE
 CK0513'OUTSIDE OF A CURVE ALONG STATE HIGHWAY 119.
 CK0513'
 CK0513'STATION MARK, A STANDARD TRAVERSE DISK STAMPED---BUSH C 48 1918
 CK0513'ELEV 102.864---SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CK0513'FLUSH WITH THE GROUND.  IT IS 49 PACES (MEASURED ALONG THE ROAD)
 CK0513'SOUTHEAST OF BENCH MARK T 210, 19 PACES (MEASURED ALONG THE ROAD)
 CK0513'SOUTHEAST OF A CONCRETE CULVERT, 17 FEET NORTHEAST OF A WIRE FENCE, 2
 CK0513'FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT 8 FEET LOWER THAN
 CK0513'THE ROAD.
 CK0513'
 CK0513'REFERENCE MARK, A STANDARD DISK STAMPED---BUSH B 48 1918 ELEV
 CK0513'103.258---IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 CK0513'FLUSH WITH THE GROUND.  IT IS 2.5 FEET SOUTHEAST OF A METAL
 CK0513'WITNESS POST, 4 FEET SOUTHWEST OF A 28-INCH PINE TREE, ABOUT 8
 CK0513'FEET LOWER THAN THE ROAD, ABOUT 80 FEET FROM, AND IN LINE WITH THE
 CK0513'PIPE ALIGNED IN THE CULVERT.
 CK0513
 CK0513                          STATION RECOVERY (1979)
 CK0513
 CK0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CK0513'THE MARK IS 3 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1566 ***********************************************************************
 CL1566  DESIGNATION -  BUSSEY=I 18
 CL1566  PID         -  CL1566
 CL1566  STATE/COUNTY-  GA/TWIGGS
 CL1566  USGS QUAD   -  WESTLAKE (1974)
 CL1566
 CL1566                         *CURRENT SURVEY CONTROL
 CL1566  ___________________________________________________________________
 CL1566* NAD 83(1994)-  32 28 35.65309(N)    083 28 35.76491(W)     ADJUSTED  
 CL1566* NAVD 88     -        74.360  (meters)     243.96   (feet)  POSTED    
 CL1566  ___________________________________________________________________
 CL1566  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 CL1566  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CL1566  DYNAMIC HT  -          74.280 (meters)     243.70  (feet)  COMP
 CL1566  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CL1566
 CL1566  HORZ ORDER  -  FIRST
 CL1566  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1566
 CL1566.The horizontal coordinates were established by classical geodetic methods
 CL1566.and adjusted by the National Geodetic Survey in September 1997..
 CL1566
 CL1566.The orthometric height was determined by differential leveling
 CL1566.and adjusted by the National Geodetic Survey in 1992..
 CL1566.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1566.rate of 0.0 thru 1.0 mm/km.
 CL1566
 CL1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1566
 CL1566.The geoid height was determined by GEOID03.
 CL1566
 CL1566.The dynamic height is computed by dividing the NAVD 88
 CL1566.geopotential number by the normal gravity value computed on the
 CL1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1566.degrees latitude (g = 980.6199 gals.).
 CL1566
 CL1566.The modeled gravity was interpolated from observed gravity values.
 CL1566
 CL1566;                    North         East     Units Scale Factor Converg.
 CL1566;SPC GA W     -   274,768.666   764,861.092   MT  0.99995186   +0 22 14.0
 CL1566;SPC GA W     -   901,470.20  2,509,381.77   sFT  0.99995186   +0 22 14.0
 CL1566;UTM  17      - 3,595,963.872   267,258.906   MT  1.00026802   -1 19 49.5
 CL1566
 CL1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1566!SPC GA W     -   0.99999261  x   0.99995186  =   0.99994447
 CL1566!UTM  17      -   0.99999261  x   1.00026802  =   1.00026062
 CL1566
 CL1566|---------------------------------------------------------------------|
 CL1566| PID    Reference Object                     Distance      Geod. Az  |
 CL1566|                                                           dddmmss.s |
 CL1566| CL3009 BUSSEY RM                                          06748     |
 CL1566| CL1565 FOY=H 18                            APPROX. 0.6 KM 1613125.5 |
 CL1566|---------------------------------------------------------------------|
 CL1566
 CL1566                          SUPERSEDED SURVEY CONTROL
 CL1566
 CL1566  NAD 83(1986)-  32 28 35.65742(N)    083 28 35.76017(W) AD(       ) 1
 CL1566  NAD 27      -  32 28 35.12600(N)    083 28 36.11000(W) AD(       ) 1
 CL1566
 CL1566.Superseded values are not recommended for survey control.
 CL1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1566.See file dsdata.txt to determine how the superseded data were derived.
 CL1566
 CL1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR6725995964(NAD 83)
 CL1566_MARKER: DS = TRIANGULATION STATION DISK
 CL1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1566
 CL1566  HISTORY     - Date     Condition        Report By
 CL1566  HISTORY     - 1917     MONUMENTED       CGS
 CL1566  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1566  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1566
 CL1566                          STATION DESCRIPTION
 CL1566
 CL1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1566'ABOUT 1-1/4 MILES NORTH OF AINSLIE, ON RIGHT SIDE OF SOUTHERN
 CL1566'RAILWAY TRACK, 10.8 METERS (35 FEET) FROM RAIL.  SURFACE
 CL1566'MARK IS STANDARD DISK IN CONCRETE.  REFERENCE MARK
 CL1566'IS LARGE NAIL IN SQUARE CONCRETE POST, 7.45 METERS (24.4 FEET)
 CL1566'FROM STATION IN GRID AZIMUTH 247 DEG 26 MIN.  IN 1922 REPORTED
 CL1566'THAT BOTH SURFACE MARKS HAD BEEN DESTROYED.
 CL1566
 CL1566                          STATION RECOVERY (1949)
 CL1566
 CL1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1566'THE STATION AND ITS REFERENCE MARK WERE BOTH REPORTED IN 1922
 CL1566'AS DESTROYED AND THIS IS EVIDENTLY TRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4001 ***********************************************************************
 CK4001  DESIGNATION -  BUT
 CK4001  PID         -  CK4001
 CK4001  STATE/COUNTY-  GA/CHATHAM
 CK4001  USGS QUAD   -  SAVANNAH (1978)
 CK4001
 CK4001                         *CURRENT SURVEY CONTROL
 CK4001  ___________________________________________________________________
 CK4001* NAD 83(1994)-  32 04 30.93104(N)    081 00 50.15170(W)     ADJUSTED  
 CK4001* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 CK4001  ___________________________________________________________________
 CK4001  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CK4001  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 CK4001
 CK4001  HORZ ORDER  -  THIRD
 CK4001
 CK4001.The horizontal coordinates were established by classical geodetic methods
 CK4001.and adjusted by the National Geodetic Survey in September 1997..
 CK4001
 CK4001.The orthometric height was scaled from a topographic map.
 CK4001
 CK4001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4001
 CK4001.The geoid height was determined by GEOID03.
 CK4001
 CK4001;                    North         East     Units Scale Factor Converg.
 CK4001;SPC GA E     -   230,642.671   308,828.889   MT  1.00004602   +0 36 43.9
 CK4001;SPC GA E     -   756,700.16  1,013,216.11   sFT  1.00004602   +0 36 43.9
 CK4001;SPC SC       -    26,832.587   608,284.458   MT  1.00017655   -0 00 27.8
 CK4001;SPC SC       -    88,033.42  1,995,683.92   iFT  1.00017655   -0 00 27.8
 CK4001;UTM  17      - 3,548,777.678   498,685.216   MT  0.99960002   -0 00 26.6
 CK4001
 CK4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4001!SPC GA E     -   1.00000481  x   1.00004602  =   1.00005083
 CK4001!SPC SC       -   1.00000481  x   1.00017655  =   1.00018136
 CK4001!UTM  17      -   1.00000481  x   0.99960002  =   0.99960482
 CK4001
 CK4001:                Primary Azimuth Mark                     Grid Az
 CK4001:SPC GA E     -  MIDWAY USE                               025 56 55.3
 CK4001:SPC SC       -  MIDWAY USE                               026 34 07.0
 CK4001:UTM  17      -  MIDWAY USE                               026 34 05.8
 CK4001
 CK4001|---------------------------------------------------------------------|
 CK4001| PID    Reference Object                     Distance      Geod. Az  |
 CK4001|                                                           dddmmss.s |
 CK4001| CK4005 MIDWAY USE                          APPROX. 1.5 KM 0263339.2 |
 CK4001| CK4604 BUT RM 1                             30.600 METERS 06154     |
 CK4001| CK4006 BEACON 2                            APPROX. 1.3 KM 1392021.6 |
 CK4001| CK4605 BUT RM 2                             31.370 METERS 24154     |
 CK4001|---------------------------------------------------------------------|
 CK4001
 CK4001                          SUPERSEDED SURVEY CONTROL
 CK4001
 CK4001  NAD 83(1986)-  32 04 30.94408(N)    081 00 50.16724(W) AD(       ) 3
 CK4001  NAD 27      -  32 04 30.18900(N)    081 00 50.77100(W) AD(       ) 3
 CK4001
 CK4001.Superseded values are not recommended for survey control.
 CK4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4001.See file dsdata.txt to determine how the superseded data were derived.
 CK4001
 CK4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9868548778(NAD 83)
 CK4001_MARKER: DS = TRIANGULATION STATION DISK
 CK4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4001
 CK4001  HISTORY     - Date     Condition        Report By
 CK4001  HISTORY     - 1934     MONUMENTED       CGS
 CK4001
 CK4001                          STATION DESCRIPTION
 CK4001
 CK4001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4001'IN THE CENTER OF FORMER CENTRAL OF GEORGIA RR FILL (SAVANNAH
 CK4001'TYBEE BRANCH) 76.97 M. NE OF NE ABUTMENT OF TRESTLE ACROSS
 CK4001'HABERSHAM CREEK.  STATION MARK IS STANDARD C AND GS DISC IN
 CK4001'10 IN X 10 IN X 3 FT MONUMENT.
 CK4001'
 CK4001'TWO REFERENCE MARKS ARE STANDARD DISCS IN 10 IN X 10 IN X
 CK4001'3 FT CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1434 ***********************************************************************
 BR1434  DESIGNATION -  BUT
 BR1434  PID         -  BR1434
 BR1434  STATE/COUNTY-  GA/GLYNN
 BR1434  USGS QUAD   -  DARIEN (1993)
 BR1434
 BR1434                         *CURRENT SURVEY CONTROL
 BR1434  ___________________________________________________________________
 BR1434* NAD 83(1994)-  31 17 34.50003(N)    081 23 41.13701(W)     ADJUSTED  
 BR1434* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1434  ___________________________________________________________________
 BR1434  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BR1434  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 BR1434
 BR1434  HORZ ORDER  -  THIRD
 BR1434
 BR1434.The horizontal coordinates were established by classical geodetic methods
 BR1434.and adjusted by the National Geodetic Survey in September 1997..
 BR1434
 BR1434.The orthometric height was scaled from a topographic map.
 BR1434
 BR1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1434
 BR1434.The geoid height was determined by GEOID03.
 BR1434
 BR1434;                    North         East     Units Scale Factor Converg.
 BR1434;SPC GA E     -   143,579.977   273,487.730   MT  0.99996659   +0 24 03.4
 BR1434;SPC GA E     -   471,061.97    897,267.66   sFT  0.99996659   +0 24 03.4
 BR1434;UTM  17      - 3,462,132.424   462,429.340   MT  0.99961741   -0 12 18.2
 BR1434
 BR1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1434!SPC GA E     -   1.00000439  x   0.99996659  =   0.99997098
 BR1434!UTM  17      -   1.00000439  x   0.99961741  =   0.99962180
 BR1434
 BR1434                          SUPERSEDED SURVEY CONTROL
 BR1434
 BR1434  NAD 83(1986)-  31 17 34.51218(N)    081 23 41.14124(W) AD(       ) 3
 BR1434  NAD 27      -  31 17 33.69000(N)    081 23 41.78000(W) AD(       ) 3
 BR1434
 BR1434.Superseded values are not recommended for survey control.
 BR1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1434.See file dsdata.txt to determine how the superseded data were derived.
 BR1434
 BR1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6242962132(NAD 83)
 BR1434
 BR1434  HISTORY     - Date     Condition        Report By
 BR1434  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1434  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1434
 BR1434                          STATION DESCRIPTION
 BR1434
 BR1434'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1434'A STATION OF THE U S E D ON THE E SHORE OF BUTTERMILK SOUND AND
 BR1434'DIRECTLY ACROSS THE SOUTH FROM THE MOUTH OF THE S ALTAMAHA RIVER.
 BR1434'STATION IS MARKED BY A 4 X 6 POST AND STAND.  THIS STATION WAS
 BR1434'LOCATED BY INTERSECTION.
 BR1434
 BR1434                          STATION RECOVERY (1952)
 BR1434
 BR1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1434'STATION WAS NOT RECOVERED AFTER A 30-MIN. SEARCH BY A TWO-MAN PARTY.
 BR1434'THE STAND HAS BEEN DESTROYED, AND THE 4- BY 6-IN.  POST COULD NOT BE
 BR1434'FOUND IN THE MARSH ALONG THE SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0546 ***********************************************************************
 DG0546  DESIGNATION -  BUTLER
 DG0546  PID         -  DG0546
 DG0546  STATE/COUNTY-  GA/FULTON
 DG0546  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0546
 DG0546                         *CURRENT SURVEY CONTROL
 DG0546  ___________________________________________________________________
 DG0546* NAD 83(1994)-  33 45 00.66361(N)    084 23 05.28748(W)     ADJUSTED  
 DG0546* NAVD 88     -       308.929  (meters)    1013.54   (feet)  ADJUSTED  
 DG0546  ___________________________________________________________________
 DG0546  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG0546  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0546  DYNAMIC HT  -         308.584 (meters)    1012.41  (feet)  COMP
 DG0546  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DG0546
 DG0546  HORZ ORDER  -  FIRST
 DG0546  VERT ORDER  -  FIRST     CLASS II
 DG0546
 DG0546.The horizontal coordinates were established by classical geodetic methods
 DG0546.and adjusted by the National Geodetic Survey in September 1997..
 DG0546
 DG0546.The orthometric height was determined by differential leveling
 DG0546.and adjusted by the National Geodetic Survey in June 1991..
 DG0546
 DG0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0546
 DG0546.The geoid height was determined by GEOID03.
 DG0546
 DG0546.The dynamic height is computed by dividing the NAVD 88
 DG0546.geopotential number by the normal gravity value computed on the
 DG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0546.degrees latitude (g = 980.6199 gals.).
 DG0546
 DG0546.The modeled gravity was interpolated from observed gravity values.
 DG0546
 DG0546;                    North         East     Units Scale Factor Converg.
 DG0546;SPC GA W     -   415,818.247   679,790.808   MT  0.99990503   -0 07 16.3
 DG0546;SPC GA W     - 1,364,230.37  2,230,280.34   sFT  0.99990503   -0 07 16.3
 DG0546;UTM  16      - 3,737,530.239   742,244.983   MT  1.00032350   +1 27 13.1
 DG0546
 DG0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0546!SPC GA W     -   0.99995614  x   0.99990503  =   0.99986117
 DG0546!UTM  16      -   0.99995614  x   1.00032350  =   1.00027962
 DG0546
 DG0546|---------------------------------------------------------------------|
 DG0546| PID    Reference Object                     Distance      Geod. Az  |
 DG0546|                                                           dddmmss.s |
 DG0546| AA9441 GRADY RESET                         390.773 METERS 04112     |
 DG0546| DG0304 CENTRAL                             394.535 METERS 22128     |
 DG0546|---------------------------------------------------------------------|
 DG0546
 DG0546                          SUPERSEDED SURVEY CONTROL
 DG0546
 DG0546  NAD 83(1986)-  33 45 00.66908(N)    084 23 05.28881(W) AD(       ) 1
 DG0546  NAD 27      -  33 45 00.28800(N)    084 23 05.55600(W) AD(       ) 1
 DG0546  NGVD 29 (??/??/92)  308.849  (m)         1013.28   (f) ADJ UNCH    1 2
 DG0546
 DG0546.Superseded values are not recommended for survey control.
 DG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0546.See file dsdata.txt to determine how the superseded data were derived.
 DG0546
 DG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4224537530(NAD 83)
 DG0546_MARKER: DE = TRAVERSE STATION DISK
 DG0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0546_SP_SET: SIDEWALK
 DG0546_STAMPING: BUTLER 1927 1013.282 FEET
 DG0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0546
 DG0546  HISTORY     - Date     Condition        Report By
 DG0546  HISTORY     - 1927     MONUMENTED       CGS
 DG0546  HISTORY     - 1952     GOOD             CGS
 DG0546  HISTORY     - 1973     GOOD             NGS
 DG0546
 DG0546                          STATION DESCRIPTION
 DG0546
 DG0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0546'TRAVERSE STATION AND BENCH MARK ON THE NW SIDE OF BUTLER STREET,
 DG0546'BETWEEN DECATUR AND HUNTER STREETS, ABOUT 600 FEET S OF DECATUR
 DG0546'STREET IN SIDEWALK.  4.32 FEET W OF W CURB OF BUTLER STREET.
 DG0546'36.58 FEET S FROM CENTER OF CATCH BASIN COVER IN W CURB OF
 DG0546'BUTLER STREET.  18.97 FEET W FROM CENTER OF GEORGIA RAILWAY AND
 DG0546'POWER COMPANY MANHOLE COVER IN BUTLER STREET.  24.72 FEET NW
 DG0546'FROM CENTER OF GEORGIA RAILWAY AND POWER COMPANY MANHOLE COVER
 DG0546'IN BUTLER STREET AND 106.55 FEET N FROM FIRE PLUG IN W SIDEWALK
 DG0546'OF BUTLER STREET.
 DG0546'
 DG0546'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0546'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0546'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0546
 DG0546                          STATION RECOVERY (1952)
 DG0546
 DG0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0546'THE STATION IS ABOUT 0.4 MILE SE OF DOWNTOWN FIVE POINTS IN
 DG0546'ATLANTA, ABOUT 235 FEET SW OF THE CENTER LINE OF DECATUR
 DG0546'STREET, 130 FEET NE OF THE NE SIDE OF THE RAILROAD BRIDGE
 DG0546'OVER BUTLER STREET S.E., 106.5 FEET NE OF A FIRE HYDRANT ON
 DG0546'THE NW SIDE OF THE STREET, 24.7 FEET NW OF THE CENTER OF
 DG0546'ONE MANHOLE IN THE CENTER OF THE STREET, 19.0 FEET W OF ANOTHER,
 DG0546'12 FEET S OF THE SW CORNER OF AN ENTRANCE DRIVEWAY DOOR IN
 DG0546'THE REAR OF DOWNTOWN POLICE STATION, AND 4.3 FEET NW OF THE
 DG0546'NW CURB OF BUTLER STREET.  THE MARK IS A STANDARD DISK SET IN
 DG0546'CONCRETE.  IT IS 0.5 FOOT BELOW A CAST-IRON COVER THAT IS
 DG0546'FLUSH WITH THE SIDEWALK SURFACE AND THE DISK IS STAMPED
 DG0546'BUTLER 1927 1013.282.
 DG0546
 DG0546                          STATION RECOVERY (1973)
 DG0546
 DG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0546'AT ATLANTA.
 DG0546'A STANDARD NGS TRAVERSE DISK SET IN THE NORTHWEST SIDEWALK OF
 DG0546'BUTLER STREET.  ABOUT 0.4 MILE SOUTHEAST OF DOWNTOWN FIVE POINTS
 DG0546'214.6 FEET SOUTHWEST OF SOUTHWEST CURB OF DECATUR ST. ALONG THE
 DG0546'NORTHWEST SIDEWALK OF BUTLER ST. 129.4 FEET NORTHEAST OF NORTHEAST
 DG0546'EDGE OF L AND N RR OVERPASS OVER BUTLER ST. 4.4 FEET NORTHWEST
 DG0546'OF NORTHWEST CURB OF BUTLER ST. 4.5 FEET WEST OF THE 4TH POWER
 DG0546'POLE SOUTHWEST OF DECATUR ST. ALONG THE NORTHWEST SIDE OF BUTLER
 DG0546'ST. (45456).  APPROXIMATELY 0.5 FEET BELOW LEVEL OF SIDEWALK, ACCESS
 DG0546'TO WHICH IS HAD THROUGH CAST-IRON COVER FLUSH WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2264 ***********************************************************************
 BC2264  DESIGNATION -  BUTLER
 BC2264  PID         -  BC2264
 BC2264  STATE/COUNTY-  GA/CAMDEN
 BC2264  USGS QUAD   -  KINGSLAND NE (1993)
 BC2264
 BC2264                         *CURRENT SURVEY CONTROL
 BC2264  ___________________________________________________________________
 BC2264* NAD 83(1994)-  30 58 08.50595(N)    081 36 44.84524(W)     ADJUSTED  
 BC2264* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BC2264  ___________________________________________________________________
 BC2264  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BC2264  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC2264
 BC2264  HORZ ORDER  -  FIRST
 BC2264
 BC2264.The horizontal coordinates were established by classical geodetic methods
 BC2264.and adjusted by the National Geodetic Survey in September 1997..
 BC2264
 BC2264.The orthometric height was scaled from a topographic map.
 BC2264
 BC2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2264
 BC2264.The geoid height was determined by GEOID03.
 BC2264
 BC2264;                    North         East     Units Scale Factor Converg.
 BC2264;SPC GA E     -   107,548.258   252,941.579   MT  0.99993456   +0 17 06.7
 BC2264;SPC GA E     -   352,847.91    829,859.16   sFT  0.99993456   +0 17 06.7
 BC2264;UTM  17      - 3,426,330.486   441,511.726   MT  0.99964220   -0 18 54.6
 BC2264
 BC2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2264!SPC GA E     -   1.00000422  x   0.99993456  =   0.99993878
 BC2264!UTM  17      -   1.00000422  x   0.99964220  =   0.99964641
 BC2264
 BC2264:                Primary Azimuth Mark                     Grid Az
 BC2264:SPC GA E     -  AIRWAY BEACON 3                          109 27 33.3
 BC2264:UTM  17      -  AIRWAY BEACON 3                          110 03 34.6
 BC2264
 BC2264|---------------------------------------------------------------------|
 BC2264| PID    Reference Object                     Distance      Geod. Az  |
 BC2264|                                                           dddmmss.s |
 BC2264| BC2261 AIRWAY BEACON 3                     APPROX.10.7 KM 1094440.0 |
 BC2264| CW4726 BUTLER RM 1                           9.868 METERS 16129     |
 BC2264| BC2290 SEA                                 APPROX. 8.2 KM 2334815.0 |
 BC2264| BC0806 WOODBINE                            APPROX. 6.9 KM 2510820.0 |
 BC2264| CW4727 BUTLER RM 2                          11.413 METERS 26929     |
 BC2264|---------------------------------------------------------------------|
 BC2264
 BC2264                          SUPERSEDED SURVEY CONTROL
 BC2264
 BC2264  NAD 83(1994)-  30 58 08.51482(N)    081 36 44.84823(W) AD(       ) 1
 BC2264  NAD 83(1986)-  30 58 08.51615(N)    081 36 44.84913(W) AD(       ) 1
 BC2264  NAD 27      -  30 58 07.67500(N)    081 36 45.48000(W) AD(       ) 1
 BC2264
 BC2264.Superseded values are not recommended for survey control.
 BC2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2264.See file dsdata.txt to determine how the superseded data were derived.
 BC2264
 BC2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4151226330(NAD 83)
 BC2264_MARKER: DS = TRIANGULATION STATION DISK
 BC2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2264
 BC2264  HISTORY     - Date     Condition        Report By
 BC2264  HISTORY     - 1933     MONUMENTED       CGS
 BC2264  HISTORY     - 1934     GOOD             CGS
 BC2264  HISTORY     - 1935     GOOD             CGS
 BC2264  HISTORY     - 1954     GOOD             CGS
 BC2264
 BC2264                          STATION DESCRIPTION
 BC2264
 BC2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2264'ABOUT 2-1/2 MI. N OF E OF THE SETTLEMENT OF CEYLON, AT THE NE POINT
 BC2264'OF THE WOODED AREA W OF BUTLER BRANCH, ON A BLUFF AT THE MARSH EDGE S
 BC2264'OF THE SATILLA RIVER.  STATION IS 4.4 M. N OF CENTER LINE OF ROAD
 BC2264'LEADING TO A CAUSEWAY, 9.3 M. W OF 15 IN HICKORY STUMP ON POINT OF
 BC2264'BLUFF AND 2.1 M. SW OF 12 IN OAK (LIVE) WITH TRIANGULAR BLAZE.  MARK
 BC2264'IS FLUSH.
 BC2264'
 BC2264'R.M. 1 (PROJECTING 3 IN) IS 5.4 M. S OF CENTERLINE OF ROAD, 7.0 M.
 BC2264'W OF BLUFF AND 1.5 M. N OF A 2-STRAND BARBED WIRE FENCE.
 BC2264'
 BC2264'R.M. 2 (FLUSH) IS 12.5 M. N OF CENTERLINE OF ROAD, 6 M. SE OF 15 IN
 BC2264'PINE AND 1 M. W OF A 3-STRAND BARBED WIRE FENCE.
 BC2264'
 BC2264'TO REACH FROM WOODBINE AT PROCTERS DRUG STORE, GO S ON RT. 17 AND
 BC2264'TURN AS INDICATED, KEEPING MAIN TRAVELLED ROAD AT ALL OTHER
 BC2264'INTERSECTIONS--00.0 PROCTERS DRUG STORE.  0.1 TURN LEFT (E) OFF OF
 BC2264'RT. 17 AT 2 FILLING STATIONS.  0.25 TURN RIGHT, LEFT AND RIGHT
 BC2264'AROUND COURT HOUSE.  0.65 TAKE LEFT FORK AT FRAME CHURCH ON RIGHT.
 BC2264'3.1 LEFT FORK.  4.80 CROSS CATTLE GUARD.  5.80 LEFT FORK.  5.85 TURN
 BC2264'RIGHT BETWEEN TWO FRAME HOUSES.  5.95 STRAIGHT AHEAD AT X-ROADS.
 BC2264'6.20 KEEP MAIN ROAD.  7.15 TAKE LEFT AT TRIPLE FORK.  7.65 STRAIGHT
 BC2264'AHEAD AT X-ROADS.  7.75 TURN LEFT INTO ANOTHER WOODS ROAD.  8.65
 BC2264'TURN RIGHT AT SAND PIT ON LEFT.  8.90 STATION.
 BC2264
 BC2264                          STATION RECOVERY (1934)
 BC2264
 BC2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2264'STATION RECOVERED IN GOOD CONDITION.  DIRECTIONS TO REACH STATION
 BC2264'SHOULD BE CHANGED ON ACCOUNT OF THE CLOSING OF A SECTION OF THE OLD
 BC2264'ROAD.  TURN RIGHT AT 5.89 MI. FROM WOODBINE, THROUGH LOCKED GATE.
 BC2264'FOLLOW MAIN ROAD E ABOUT 1.6 MI., TURN LEFT AT TRIPLE FORK AND
 BC2264'FOLLOW THE ROAD IN A NORTHERLY DIRECTION, TAKING THE RIGHT HAND
 BC2264'FORKS.
 BC2264
 BC2264                          STATION RECOVERY (1935)
 BC2264
 BC2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2264'THE STATION WAS RECOVERED IN GOOD CONDITION, ALSO THE REFERENCE
 BC2264'MARKS.
 BC2264'
 BC2264'BECAUSE OF CHANGES IN ROADS THE NEW DESCRIPTION TO THE STATION SHOULD
 BC2264'BE NOTED.
 BC2264'
 BC2264'TO REACH THE STATION FROM THE PROCTOR DRUG STORE IN WOODBINE ON
 BC2264'U.S. HWY. 17 GO S ON U.S. HWY. 17 FOR 0.1 MI. TO A DIRT ROAD LEFT
 BC2264'(W), TURN LEFT FOR 0.25 MI. TO THE COURT HOUSE, TURN RIGHT AND LEFT
 BC2264'TO THE MIDDLE OF THE BLOCK ON THE S SIDE OF THE COURT HOUSE, TURN
 BC2264'RIGHT ON A SAND ROAD FOR 0.35 MI. TO A Y-ROAD AND A FRAME CHURCH
 BC2264'ON THE RIGHT, HERE BEAR TO THE LEFT 2.4 MI. TO A T-INTERSECTION, HERE
 BC2264'BEAR TO THE LEFT FOR 0.05 MI. TO A Y-ROAD, TAKE THE RIGHT FORK 0.8
 BC2264'MI. TO A T-ROAD RIGHT, BEAR TO THE LEFT 1.0 MI. TO A CATTLE GAP,
 BC2264'CONTINUE AHEAD FOR 1.25 MI. TO A SCATTERING SETTLEMENT AND TO A
 BC2264'LOCKED GATE TO THE RIGHT, (GET KEY FOR GATE AT TURPENTINE STILL) TURN
 BC2264'RIGHT THROUGH LOCKED GATE AND GO 0.2 MI. TO A DOUBLE FORK, CONTINUE
 BC2264'STRAIGHT AHEAD FOLLOWING THE MAIN TRAVELED ROAD FOR 1.5 MI. TO A
 BC2264'TRIANGLE BLAZE ON A PINE TREE ON THE LEFT AND A SMALL WOODEN PEN,
 BC2264'HERE TURN LEFT ON A DIM WOODS, ROAD FOR 1.8 MI. TO A GAP IN A WIRE
 BC2264'FENCE, A WIRE PEN AND THE EDGE OF A BLUFF AND THE STATION.
 BC2264'
 BC2264'R.M. 1 IS 9.868 M. S OF THE STATION.  OTHER DESCRIPTION ADEQUATE.
 BC2264'
 BC2264'R.M. 2 IS 11.410 M. W OF THE STATION.  OTHER DESCRIPTION ADEQUATE.
 BC2264'
 BC2264'NOTE--NO AZIMUTH MARK WAS SET.
 BC2264'
 BC2264'NOTE--THE MARKS WERE TOO CLOSE TO CUT IN FROM THE TOP OF THE TOWER
 BC2264'AND STAKE COULD NOT BE EXTENDED IN LINE WITHOUT CLEARING.
 BC2264'PERMISSION WAS NOT OBTAINED TO CLEAR THE MARKS BEFORE THE OBSERVING
 BC2264'PARTY WENT TO THE STATION.
 BC2264'
 BC2264'A 116 FT TOWER WILL CLEAR ALL LINES OBSERVED.
 BC2264
 BC2264                          STATION RECOVERY (1954)
 BC2264
 BC2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (PT)
 BC2264'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BC2264'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 BC2264'AND FOUND TO BE CORRECT AS NOTED BY J.B., JR., IN 1935.  THE
 BC2264'PUBLISHED DESCRIPTIONS ARE INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2264'
 BC2264'THE STATION IS LOCATED ON SATILLA RIVER, ABOUT 6.5 MI. E OF
 BC2264'WOODBINE, 2.5 MI. E OF CEYLON, ON THE PROPERTY OF THE BRUNSWICK
 BC2264'PAPER AND PULP CO., JUST W OF BUTLERS BRANCH, ON THE EXTREME NE
 BC2264'POINT OF FAST LAND, AT THE END OF AN OLD ABANDONED CAUSEWAY ACROSS
 BC2264'THE MARSH, 127.2 FT. W OF AN OLD BRIDGE ACROSS A SMALL CREEK, 36.0
 BC2264'FT. W OF A BLAZED 14-IN. OAK TREE, 24.5 FT. N OF A BLAZED 12-IN. OAK
 BC2264'TREE, 19.2 FT. E OF A BLAZED 18-IN. OAK TREE, 15.0 FT. N OF THE
 BC2264'CENTER OF THE TRAIL, AND NEAR THE NW CORNER OF THE SMALL CLEARING.
 BC2264'THE MARK IS A STANDARD DISK, STAMPED BUTLER 1933 AND SET IN A
 BC2264'12-IN. SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 BC2264'
 BC2264'TO REACH FROM THE COURTHOUSE IN WOODBINE, TRAVEL S AND E ON THE
 BC2264'WOODBINE-CEYLON ROAD FOR 3.70 MI. TO A T-INTERSECTION, KEEP
 BC2264'STRAIGHT FOR 2.1 MI. TO A Y-INTERSECTION AT CEYLON AND A
 BC2264'TRIANGULAR-BLAZED 36-IN. OAK TREE, TURN SHARP RIGHT AND CONTINUE
 BC2264'FOR 1.5 MI. TO A T-INTERSECTION WITH A GRADED ROAD N, PROCEED LEFT
 BC2264'(N) FOR 1.1 MI. TO A CROSSROAD, FOLLOW THE WOODS ROAD RIGHT (E) FOR
 BC2264'0.55 MI. TO THE END OF TRUCK TRAVEL AT A SMALL CLEARING, FOLLOW THE
 BC2264'TRAIL E FOR 0.25 MI. TO THE STATION.
 BC2264'
 BC2264'REFERENCE MARK 1 IS S OF THE STATION, 17.5 FT. S OF THE CENTER OF THE
 BC2264'TRAIL, 7.0 FT. S OF A BLAZED 12-IN. OAK TREE, AND 4.3 FT. N OF AN
 BC2264'OLD WIRE FENCE.  THE MARK IS A REFERENCE-MARK DISK, STAMPED BUTLER
 BC2264'NO 1 1933 AND SET IN A 12-IN. SQUARE CONCRETE MONUMENT WHICH
 BC2264'PROJECTS 4 IN.
 BC2264'
 BC2264'REFERENCE MARK 2 IS W OF THE STATION, 40.0 FT. N OF THE CENTER OF THE
 BC2264'TRAIL, AND 21.6 FT. NW OF A BLAZED 18-IN. OAK TREE. THE MARK IS A
 BC2264'REFERENCE-MARK DISK, STAMPED BUTLER NO 2 1933 AND SET IN A 12-IN.
 BC2264'SQUARE CONCRETE MONUMENT WHICH IS 2 IN. UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1517 ***********************************************************************
 CM1517  DESIGNATION -  BUTLER
 CM1517  PID         -  CM1517
 CM1517  STATE/COUNTY-  GA/TAYLOR
 CM1517  USGS QUAD   -  BUTLER EAST (1971)
 CM1517
 CM1517                         *CURRENT SURVEY CONTROL
 CM1517  ___________________________________________________________________
 CM1517* NAD 83(1994)-  32 33 24.37191(N)    084 13 49.84531(W)     ADJUSTED  
 CM1517* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CM1517  ___________________________________________________________________
 CM1517  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CM1517  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM1517
 CM1517  HORZ ORDER  -  FIRST
 CM1517
 CM1517.The horizontal coordinates were established by classical geodetic methods
 CM1517.and adjusted by the National Geodetic Survey in September 1997..
 CM1517
 CM1517.The orthometric height was scaled from a topographic map.
 CM1517
 CM1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1517
 CM1517.The geoid height was determined by GEOID03.
 CM1517
 CM1517;                    North         East     Units Scale Factor Converg.
 CM1517;SPC GA W     -   283,453.653   694,004.339   MT  0.99990044   -0 02 03.7
 CM1517;SPC GA W     -   929,964.19  2,276,912.57   sFT  0.99990044   -0 02 03.7
 CM1517;UTM  16      - 3,605,535.845   760,042.719   MT  1.00043394   +1 29 28.3
 CM1517
 CM1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1517!SPC GA W     -   0.99997418  x   0.99990044  =   0.99987462
 CM1517!UTM  16      -   0.99997418  x   1.00043394  =   1.00040810
 CM1517
 CM1517|---------------------------------------------------------------------|
 CM1517| PID    Reference Object                     Distance      Geod. Az  |
 CM1517|                                                           dddmmss.s |
 CM1517| CY8365 BUTLER RM                                          01239     |
 CM1517| CM1518 HARMON                              APPROX. 0.8 KM 0942250.5 |
 CM1517|---------------------------------------------------------------------|
 CM1517
 CM1517                          SUPERSEDED SURVEY CONTROL
 CM1517
 CM1517  NAD 83(1986)-  32 33 24.37683(N)    084 13 49.84433(W) AD(       ) 1
 CM1517  NAD 27      -  32 33 23.83000(N)    084 13 50.15300(W) AD(       ) 1
 CM1517
 CM1517.Superseded values are not recommended for survey control.
 CM1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1517.See file dsdata.txt to determine how the superseded data were derived.
 CM1517
 CM1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6004305536(NAD 83)
 CM1517_MARKER: DS = TRIANGULATION STATION DISK
 CM1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1517
 CM1517  HISTORY     - Date     Condition        Report By
 CM1517  HISTORY     - 1917     MONUMENTED       CGS
 CM1517  HISTORY     - 1922     GOOD             CGS
 CM1517  HISTORY     - 1954     MARK NOT FOUND   CGS
 CM1517
 CM1517                          STATION DESCRIPTION
 CM1517
 CM1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CM1517'AT BUTLER, ON CENTRAL OF GEORGIA RAILWAY, 245 METERS (804 FEET)
 CM1517'EAST OF DEPOT, 3 METERS (10 FEET) EAST OF SIGNAL FOR PASSING
 CM1517'TRACK, 4.50 METERS (14.8 FEET) TO THE LEFT OF RAIL, ON THE
 CM1517'WESTWARD TANGENT OF SOUTH RAIL.  REFERENCE MARK
 CM1517'IS 15.825 METERS (51.92 FEET) FROM STATION IN GRID AZIMUTH
 CM1517'192 DEG 41 MIN.
 CM1517
 CM1517                          STATION RECOVERY (1954)
 CM1517
 CM1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1517'THE PASSING TRACK, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS
 CM1517'BEEN EXTENDED OVER THE SITE AT WHICH THE MARK WAS SET.  THE
 CM1517'MARK WOULD NOW BE, IF IT WERE INTACT, UNDER THE S RAIL OF THE
 CM1517'PASSING TRACK.  THE REFERENCE MARK WAS N OF THE MAIN TRACKS
 CM1517'AND HAD BEEN DESTROYED WHEN THIS AREA WAS LEVELED OFF WITH A
 CM1517'BULLDOZER.
 CM1517'
 CM1517'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1563 ***********************************************************************
 CM1563  DESIGNATION -  BUTLER HOMES CORP TANK
 CM1563  PID         -  CM1563
 CM1563  STATE/COUNTY-  GA/TAYLOR
 CM1563  USGS QUAD   -  BUTLER WEST (1985)
 CM1563
 CM1563                         *CURRENT SURVEY CONTROL
 CM1563  ___________________________________________________________________
 CM1563* NAD 83(1994)-  32 34 00.05373(N)    084 15 26.76787(W)     ADJUSTED  
 CM1563* NAVD 88     -                                                        
 CM1563  ___________________________________________________________________
 CM1563  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CM1563  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM1563
 CM1563  HORZ ORDER  -  THIRD
 CM1563
 CM1563.The horizontal coordinates were established by classical geodetic methods
 CM1563.and adjusted by the National Geodetic Survey in September 1997..
 CM1563
 CM1563
 CM1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1563
 CM1563.The geoid height was determined by GEOID03.
 CM1563
 CM1563;                    North         East     Units Scale Factor Converg.
 CM1563;SPC GA W     -   284,554.545   691,476.988   MT  0.99990090   -0 02 55.9
 CM1563;SPC GA W     -   933,576.04  2,268,620.75   sFT  0.99990090   -0 02 55.9
 CM1563;UTM  16      - 3,606,569.596   757,485.610   MT  1.00041762   +1 28 37.5
 CM1563
 CM1563                          SUPERSEDED SURVEY CONTROL
 CM1563
 CM1563  NAD 83(1986)-  32 34 00.05881(N)    084 15 26.76680(W) AD(       ) 4
 CM1563  NAD 27      -  32 33 59.53874(N)    084 15 27.07031(W) AD(       ) 3
 CM1563
 CM1563.Superseded values are not recommended for survey control.
 CM1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1563.See file dsdata.txt to determine how the superseded data were derived.
 CM1563
 CM1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5748606570(NAD 83)
 CM1563_MARKER: 53 = ELEVATED TANK
 CM1563
 CM1563  HISTORY     - Date     Condition        Report By
 CM1563  HISTORY     - 1974     FIRST OBSERVED   NGS
 CM1563
 CM1563                          STATION DESCRIPTION
 CM1563
 CM1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CM1563'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE BUTLER
 CM1563'HOMES CORPORATION WATER TANK.  THE TANK HAS A HEMISPHERICAL
 CM1563'BOTTOM, AND A DOME SHAPED TOP, SUPPORTED BY FIVE TUBULAR LEGS.  IT
 CM1563'IS SILVER IN COLOR, AND APPROXIMATELY 115 FEET HIGH.
 CM1563'
 CM1563'LOCATED 1.4 MILES NORTHWEST OF THE CENTER OF BUTLER, 0.2 MILES
 CM1563'NORTH OF STATE ROUTE 96, AND 115 FEET EAST OF THE CENTERLINE OF
 CM1563'THE END OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1529 ***********************************************************************
 CM1529  DESIGNATION -  BUTLER MUN TANK
 CM1529  PID         -  CM1529
 CM1529  STATE/COUNTY-  GA/TAYLOR
 CM1529  USGS QUAD   -  BUTLER EAST (1971)
 CM1529
 CM1529                         *CURRENT SURVEY CONTROL
 CM1529  ___________________________________________________________________
 CM1529* NAD 83(1994)-  32 33 21.06066(N)    084 14 03.18336(W)     ADJUSTED  
 CM1529* NAVD 88     -                                                        
 CM1529  ___________________________________________________________________
 CM1529  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CM1529  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM1529
 CM1529  HORZ ORDER  -  THIRD
 CM1529
 CM1529.The horizontal coordinates were established by classical geodetic methods
 CM1529.and adjusted by the National Geodetic Survey in September 1997..
 CM1529
 CM1529
 CM1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1529
 CM1529.The geoid height was determined by GEOID03.
 CM1529
 CM1529;                    North         East     Units Scale Factor Converg.
 CM1529;SPC GA W     -   283,351.876   693,656.342   MT  0.99990050   -0 02 10.9
 CM1529;SPC GA W     -   929,630.28  2,275,770.85   sFT  0.99990050   -0 02 10.9
 CM1529;UTM  16      - 3,605,424.781   759,697.372   MT  1.00043173   +1 29 21.0
 CM1529
 CM1529                          SUPERSEDED SURVEY CONTROL
 CM1529
 CM1529  NAD 83(1986)-  32 33 21.06570(N)    084 14 03.18225(W) AD(       ) 4
 CM1529  NAD 27      -  32 33 20.54317(N)    084 14 03.48895(W) AD(       ) 3
 CM1529
 CM1529.Superseded values are not recommended for survey control.
 CM1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1529.See file dsdata.txt to determine how the superseded data were derived.
 CM1529
 CM1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5969705425(NAD 83)
 CM1529_MARKER: 53 = ELEVATED TANK
 CM1529
 CM1529  HISTORY     - Date     Condition        Report By
 CM1529  HISTORY     - 1974     FIRST OBSERVED   NGS
 CM1529
 CM1529                          STATION DESCRIPTION
 CM1529
 CM1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CM1529'THE STATION IS THE BALL ATOP AND CENTER OF THE BUTLER MUNICIPAL
 CM1529'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY, WITH A HEMISPHERICAL
 CM1529'BOTTOM AND A DOME SHAPED TOP, AND IS SUPPORTED BY FOUR I-BEAM
 CM1529'LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 CM1529'
 CM1529'LOCATED IN THE EAST SECTION OF BUTLER, 0.2 MILE EAST OF THE
 CM1529'COURTHOUSE, AND 210 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1450 ***********************************************************************
 BR1450  DESIGNATION -  BUTLERS RICE MILL CHIMNEY
 BR1450  PID         -  BR1450
 BR1450  STATE/COUNTY-  GA/MCINTOSH
 BR1450  USGS QUAD   -  DARIEN (1993)
 BR1450
 BR1450                         *CURRENT SURVEY CONTROL
 BR1450  ___________________________________________________________________
 BR1450* NAD 83(1994)-  31 21 16.40787(N)    081 26 44.75295(W)     ADJUSTED  
 BR1450* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1450  ___________________________________________________________________
 BR1450  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BR1450  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 BR1450
 BR1450  HORZ ORDER  -  THIRD
 BR1450
 BR1450.The horizontal coordinates were established by classical geodetic methods
 BR1450.and adjusted by the National Geodetic Survey in September 1997..
 BR1450
 BR1450.The orthometric height was scaled from a topographic map.
 BR1450
 BR1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1450
 BR1450.The geoid height was determined by GEOID03.
 BR1450
 BR1450;                    North         East     Units Scale Factor Converg.
 BR1450;SPC GA E     -   150,381.141   268,587.133   MT  0.99995800   +0 22 30.4
 BR1450;SPC GA E     -   493,375.46    881,189.62   sFT  0.99995800   +0 22 30.4
 BR1450;UTM  17      - 3,468,982.737   457,602.668   MT  0.99962217   -0 13 55.0
 BR1450
 BR1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1450!SPC GA E     -   1.00000442  x   0.99995800  =   0.99996242
 BR1450!UTM  17      -   1.00000442  x   0.99962217  =   0.99962659
 BR1450
 BR1450:                Primary Azimuth Mark                     Grid Az
 BR1450:SPC GA E     -  ROKENBAUGH CHIMNEY                       068 28 22.5
 BR1450:UTM  17      -  ROKENBAUGH CHIMNEY                       069 04 47.9
 BR1450
 BR1450|---------------------------------------------------------------------|
 BR1450| PID    Reference Object                     Distance      Geod. Az  |
 BR1450|                                                           dddmmss.s |
 BR1450| BR1470 ROKENBAUGH CHIMNEY                  APPROX. 3.0 KM 0685052.9 |
 BR1450|---------------------------------------------------------------------|
 BR1450
 BR1450                          SUPERSEDED SURVEY CONTROL
 BR1450
 BR1450  NAD 83(1986)-  31 21 16.41977(N)    081 26 44.75789(W) AD(       ) 3
 BR1450  NAD 27      -  31 21 15.59300(N)    081 26 45.39100(W) AD(       ) 3
 BR1450
 BR1450.Superseded values are not recommended for survey control.
 BR1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1450.See file dsdata.txt to determine how the superseded data were derived.
 BR1450
 BR1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5760368983(NAD 83)
 BR1450_MARKER: 85 = CHIMNEY
 BR1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1450+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 BR1450
 BR1450  HISTORY     - Date     Condition        Report By
 BR1450  HISTORY     - 1858     FIRST OBSERVED   CGS
 BR1450  HISTORY     - 1933     GOOD             CGS
 BR1450  HISTORY     - 20041113 GOOD             USPSQD
 BR1450
 BR1450                          STATION DESCRIPTION
 BR1450
 BR1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1858 (FPW)
 BR1450'AN OLD BRICK OF MASSIVE CONSTRUCTION ABOUT 1 MI. S OF DARIEN.  IT IS
 BR1450'ABOUT 70 FT HIGH AND A PROMINENT LANDMARK.  IT HAD BEEN REPAIRED AND
 BR1450'WAS IN GOOD CONDITION IN 1906.
 BR1450
 BR1450                          STATION RECOVERY (1933)
 BR1450
 BR1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1450'OLD BRICK CHIMNEY STILL STANDS AND IS IN GOOD CONDITION.  IT IS ON
 BR1450'PROPERTY NOW OWNED BY COL. HUSTON.
 BR1450
 BR1450                          STATION RECOVERY (2004)
 BR1450
 BR1450'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1435 ***********************************************************************
 BR1435  DESIGNATION -  BUTTER
 BR1435  PID         -  BR1435
 BR1435  STATE/COUNTY-  GA/MCINTOSH
 BR1435  USGS QUAD   -  DARIEN (1993)
 BR1435
 BR1435                         *CURRENT SURVEY CONTROL
 BR1435  ___________________________________________________________________
 BR1435* NAD 83(1994)-  31 18 56.79354(N)    081 23 23.66674(W)     ADJUSTED  
 BR1435* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1435  ___________________________________________________________________
 BR1435  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BR1435  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 BR1435
 BR1435  HORZ ORDER  -  THIRD
 BR1435
 BR1435.The horizontal coordinates were established by classical geodetic methods
 BR1435.and adjusted by the National Geodetic Survey in September 1997..
 BR1435
 BR1435.The orthometric height was scaled from a topographic map.
 BR1435
 BR1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1435
 BR1435.The geoid height was determined by GEOID03.
 BR1435
 BR1435;                    North         East     Units Scale Factor Converg.
 BR1435;SPC GA E     -   146,117.595   273,931.895   MT  0.99996740   +0 24 13.5
 BR1435;SPC GA E     -   479,387.48    898,724.89   sFT  0.99996740   +0 24 13.5
 BR1435;UTM  17      - 3,464,664.314   462,900.164   MT  0.99961698   -0 12 09.6
 BR1435
 BR1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1435!SPC GA E     -   1.00000456  x   0.99996740  =   0.99997196
 BR1435!UTM  17      -   1.00000456  x   0.99961698  =   0.99962154
 BR1435
 BR1435:                Primary Azimuth Mark                     Grid Az
 BR1435:SPC GA E     -  GRASS                                    036 43 43.7
 BR1435:UTM  17      -  GRASS                                    037 20 06.8
 BR1435
 BR1435|---------------------------------------------------------------------|
 BR1435| PID    Reference Object                     Distance      Geod. Az  |
 BR1435|                                                           dddmmss.s |
 BR1435| BR1403 GRASS                               APPROX. 3.1 KM 0370757.2 |
 BR1435| BR1411 ONE MILE CUT REAR RANGE BEACON      APPROX. 1.8 KM 0621929.7 |
 BR1435| BR1412 ONE MILE CUT FRONT RANGE BCN        APPROX. 1.9 KM 0683327.3 |
 BR1435| BR1414 ALTAMAHA RIVER BEACON 1             APPROX. 5.6 KM 0884911.8 |
 BR1435| BR1415 ALTAMAHA RIVER BEACON 4             APPROX. 3.0 KM 0885915.0 |
 BR1435| BR1417 LITTLE SAINT SIMON IS F RNG BN      APPROX. 5.0 KM 0954138.9 |
 BR1435| BR1419 AIRWAY BEACON 6                     APPROX. 4.7 KM 1205720.4 |
 BR1435| CW4728 BUTTER RM 1                          14.628 METERS 26838     |
 BR1435| CW4729 BUTTER RM 2                          15.120 METERS 34913     |
 BR1435|---------------------------------------------------------------------|
 BR1435
 BR1435                          SUPERSEDED SURVEY CONTROL
 BR1435
 BR1435  NAD 83(1986)-  31 18 56.80569(N)    081 23 23.67112(W) AD(       ) 3
 BR1435  NAD 27      -  31 18 55.98700(N)    081 23 24.30500(W) AD(       ) 3
 BR1435
 BR1435.Superseded values are not recommended for survey control.
 BR1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1435.See file dsdata.txt to determine how the superseded data were derived.
 BR1435
 BR1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6290064664(NAD 83)
 BR1435_MARKER: DS = TRIANGULATION STATION DISK
 BR1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1435
 BR1435  HISTORY     - Date     Condition        Report By
 BR1435  HISTORY     - 1933     MONUMENTED       CGS
 BR1435
 BR1435                          STATION DESCRIPTION
 BR1435
 BR1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1435'ON BROUGHTON ISLAND, ON THE N SHORE OF BUTTERMILK SOUND, ABOUT 1 MILE
 BR1435'W OF THE EASTERLY END OF THE ISLAND.  STATION IS 12 M.  FROM HWL ON
 BR1435'THE SOUND AND ABOUT 30 M. FROM THE HWL OF A SLOUGH TO THE W.  THE
 BR1435'SLOUGH IS ABOUT 20 M. IN WIDTH AT THE MOUTH AT HW.  R.M. NO. 1 IS
 BR1435'ABOUT 28 M. FROM HWL OF THE SOUND AND 20 M. FROM HWL OF THE SLOUGH.
 BR1435'R.M. NO. 2 IS ABOUT 30 M. FROM HWL OF THE SOUND.  THE STATION IS ON
 BR1435'FIRM MARSH SURROUNDED BY A SCATTERED GROWTH OF BUSHES.  THE STATION
 BR1435'MAY BE REACHED FROM BUTTERMILK SOUND AT ANY STAGE OF THE TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2848 ***********************************************************************
 DG2848  DESIGNATION -  BUTTRILL
 DG2848  PID         -  DG2848
 DG2848  STATE/COUNTY-  GA/BUTTS
 DG2848  USGS QUAD   -  LOCUST GROVE (1981)
 DG2848
 DG2848                         *CURRENT SURVEY CONTROL
 DG2848  ___________________________________________________________________
 DG2848* NAD 83(1994)-  33 17 32.79342(N)    084 00 41.39926(W)     ADJUSTED  
 DG2848* NAVD 88     -       233.0    (meters)     764.     (feet)  VERTCON   
 DG2848  ___________________________________________________________________
 DG2848  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DG2848  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DG2848
 DG2848  HORZ ORDER  -  FIRST
 DG2848
 DG2848.The horizontal coordinates were established by classical geodetic methods
 DG2848.and adjusted by the National Geodetic Survey in September 1997..
 DG2848
 DG2848.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2848
 DG2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2848
 DG2848.The geoid height was determined by GEOID03.
 DG2848
 DG2848;                    North         East     Units Scale Factor Converg.
 DG2848;SPC GA W     -   365,042.831   714,451.378   MT  0.99990257   +0 05 06.6
 DG2848;SPC GA W     - 1,197,644.69  2,343,995.90   sFT  0.99990257   +0 05 06.6
 DG2848;UTM  16      - 3,687,694.076   778,299.140   MT  1.00055502   +1 38 29.3
 DG2848;UTM  17      - 3,687,755.713   219,558.275   MT  1.00056978   -1 39 14.9
 DG2848
 DG2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2848!SPC GA W     -   0.99996787  x   0.99990257  =   0.99987044
 DG2848!UTM  16      -   0.99996787  x   1.00055502  =   1.00052287
 DG2848!UTM  17      -   0.99996787  x   1.00056978  =   1.00053763
 DG2848
 DG2848|---------------------------------------------------------------------|
 DG2848| PID    Reference Object                     Distance      Geod. Az  |
 DG2848|                                                           dddmmss.s |
 DG2848| CZ2888 BUTTRILL RM 3                        11.430 METERS 00512     |
 DG2848| DG2853 JACKSON ST FOREST LOT               221.368 METERS 06306     |
 DG2848| DF2538 JACKSON ATT MICROWAVE               APPROX. 7.8 KM 0852709.7 |
 DG2848| DF2537 JACKSON E MUN TANK                  APPROX. 5.1 KM 0854615.4 |
 DG2848| DF2546 JACKSON COUNTY CTHSE DOME           APPROX. 4.2 KM 0863440.1 |
 DG2848| CZ2886 BUTTRILL RM 1                        44.299 METERS 08821     |
 DG2848| DF2534 JACKSON GA POWER MICROWAVE          APPROX. 8.3 KM 0965452.9 |
 DG2848| DF2535 JACKSON CENTRAL GA EMC MAST         APPROX. 4.1 KM 1003426.3 |
 DG2848| DF2532 FLOVILLA MUN TANK                   APPROX.10.0 KM 1082716.0 |
 DG2848| DF2533 JACKSON RAD STA WJGA MAST           APPROX. 4.6 KM 1120921.8 |
 DG2848| DF2493 FORSYTH AVIATION BEACON             APPROX.26.6 KM 1670412.6 |
 DG2848| DF2494 FORSYTH BRICK CHIMNEY               APPROX.29.3 KM 1680313.9 |
 DG2848| CZ2887 BUTTRILL RM 2                       148.529 METERS 17706     |
 DG2848| DG2889 HOLLIS RESET                        APPROX.26.3 KM 1774516.1 |
 DG2848| DG2886 JACKSON GA DEPT OF CORR TANK        APPROX. 8.8 KM 2100334.6 |
 DG2848| DG2855 JENKINSBURG MUN TANK                APPROX. 4.3 KM 3301556.5 |
 DG2848|---------------------------------------------------------------------|
 DG2848
 DG2848                          SUPERSEDED SURVEY CONTROL
 DG2848
 DG2848  NAD 83(1986)-  33 17 32.79952(N)    084 00 41.39891(W) AD(       ) 1
 DG2848  NAD 27      -  33 17 32.36600(N)    084 00 41.71200(W) AD(       ) 1
 DG2848  NGVD 29 (07/19/86)  233.0    (m)          764.     (f) VERT ANG       
 DG2848
 DG2848.Superseded values are not recommended for survey control.
 DG2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2848.See file dsdata.txt to determine how the superseded data were derived.
 DG2848
 DG2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7829987694(NAD 83)
 DG2848_MARKER: DS = TRIANGULATION STATION DISK
 DG2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2848
 DG2848  HISTORY     - Date     Condition        Report By
 DG2848  HISTORY     - 1930     MONUMENTED       CGS
 DG2848  HISTORY     - 1954     GOOD             CGS
 DG2848
 DG2848                          STATION DESCRIPTION
 DG2848
 DG2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DG2848'ABOUT 3 MILES W OF JACKSON, 150 METERS (492 FEET) N OF STATE
 DG2848'HIGHWAY 16, ON THE PROPERTY OF MISS HATTIE E. BUTTRILL, JACKSON
 DG2848'GA.  STATION IS IN THE E EDGE OF A CULTIVATED FIELD, AND THE SW
 DG2848'CORNER OF THE YARD OF THE DWELLING HOUSE, PROJECTING ABOVE THE
 DG2848'GROUND FOR ABOUT 3 INCHES.  STATION IS 46.6 FEET W OF A WATER WELL,
 DG2848'57 FEET SW OF THE SW CORNER OF A STACK CHIMNEY OF A HOUSE, AND 38.6
 DG2848'FEET S OF THE SE CORNER OF WAGON SHED.
 DG2848'
 DG2848'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 DG2848'SET IN CONCRETE.
 DG2848'
 DG2848'REFERENCE MARK NO. 1 IS E OF THE STATION, 2 FEET N OF THE NE CORNER
 DG2848'OF THE BARN, AND 87.8 FEET E BY S OF THE SE CORNER OF THE DWELLING
 DG2848'HOUSE.
 DG2848'
 DG2848'REFERENCE MARK NO. 2 IS S OF THE STATION, 25.5 FEET N OF THE CENTER
 DG2848'LINE OF HIGHWAY 16, 12.2 FEET NW OF THE NW CORNER OF CULVERT, 20.5
 DG2848'FEET W OF CENTER LINE OF ROAD LEADING TO HOUSE.
 DG2848'
 DG2848'REACHED FROM JACKSON BY THE GRIFFIN HIGHWAY, STATE HIGHWAY 16, 3
 DG2848'MILES TO THE SUMMIT OF A LONG EASY GRADE, THENCE N ON FARM ROAD TO
 DG2848'STATION, ABOUT 150 METERS.
 DG2848
 DG2848                          STATION RECOVERY (1954)
 DG2848
 DG2848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2848'THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND IN GOOD
 DG2848'CONDITION.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  REFERENCE
 DG2848'MARK 2 WAS DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK 3 WAS
 DG2848'ESTABLISHED.  THE HOUSE AND BARN, MENTIONED IN THE ORIGINAL
 DG2848'DESCRIPTION, HAVE BEEN TORN DOWN, AND NEW ONES BUILT.  A FIRE
 DG2848'TOWER HAS BEEN BUILT ABOUT 0.15 MI. E OF THE STATION.  A NEW
 DG2848'DESCRIPTION FOLLOWS--
 DG2848'
 DG2848'THE STATION IS LOCATED ABOUT 2.5 MI. W OF JACKSON, ABOUT 150 YD. N
 DG2848'OF STATE HIGHWAY 16, ON THE PROPERTY OF VERA A.  SMITH OF MACON,
 DG2848'GEORGIA, AND LEASED BY MR. HERNE.  IT IS 0.15 MI. W OF A FIRE
 DG2848'TOWER, IN THE E EDGE OF A CULTIVATED FIELD, 46.6 FT. W OF AN OLD
 DG2848'WELL, 38.6 FT. S OF THE SE CORNER OF AN OLD SHED, 33 FT. W OF THE
 DG2848'CENTERLINE OF THE ROAD LEADING TO THE HOUSE, AND 58 FT. W-NW OF A
 DG2848'TREE.  IT IS A STANDARD DISK, STAMPED BUTTRILL 1930 AND PROJECTS 3
 DG2848'IN.
 DG2848'
 DG2848'REFERENCE MARK 1 IS 145.37 FT. E OF THE STATION, 46 FT. S OF A
 DG2848'POWER POLE WITH A TRANSFORMER, 99 FT. E OF THE SE CORNER OF A WELL,
 DG2848'AND 87.8 FT. SE OF THE SE CORNER OF THE HOUSE.  IT IS A STANDARD
 DG2848'DISK, STAMPED BUTTRILL NO 1 1930 AND IS FLUSH WITH THE GROUND.
 DG2848'
 DG2848'REFERENCE MARK 3 IS 37.51 FT. N OF THE STATION, AT THE SE CORNER OF
 DG2848'AN OLD SHED, 45 FT. NW OF THE WELL, AND 50.5 FT. S OF THE SE CORNER
 DG2848'OF THE BARN.  IT IS A STANDARD DISK, STAMPED BUTTRILL NO 3 1930
 DG2848'AND PROJECTS 8 IN.
 DG2848'
 DG2848'TO REACH THE STATION FROM THE SW CORNER OF THE SQUARE IN JACKSON,
 DG2848'GO W ON STATE HIGHWAY 16 FOR 2.55 MI. TO THE SUMMIT OF A LONG GRADE
 DG2848'AND A SIDE ROAD RIGHT, TURN RIGHT AND GO 150 YD. TO THE FARMHOUSE
 DG2848'AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1533 ***********************************************************************
 BR1533  DESIGNATION -  BUZ RESET
 BR1533  PID         -  BR1533
 BR1533  STATE/COUNTY-  GA/GLYNN
 BR1533  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1533
 BR1533                         *CURRENT SURVEY CONTROL
 BR1533  ___________________________________________________________________
 BR1533* NAD 83(1994)-  31 08 45.17603(N)    081 31 11.03543(W)     ADJUSTED  
 BR1533* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1533  ___________________________________________________________________
 BR1533  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 BR1533  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 BR1533
 BR1533  HORZ ORDER  -  FIRST
 BR1533
 BR1533.The horizontal coordinates were established by classical geodetic methods
 BR1533.and adjusted by the National Geodetic Survey in September 1997..
 BR1533
 BR1533.The orthometric height was scaled from a topographic map.
 BR1533
 BR1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1533
 BR1533.The geoid height was determined by GEOID03.
 BR1533
 BR1533;                    North         East     Units Scale Factor Converg.
 BR1533;SPC GA E     -   127,202.415   261,685.200   MT  0.99994692   +0 20 04.6
 BR1533;SPC GA E     -   417,329.92    858,545.53   sFT  0.99994692   +0 20 04.6
 BR1533;UTM  17      - 3,445,885.751   450,458.603   MT  0.99963027   -0 16 07.8
 BR1533
 BR1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1533!SPC GA E     -   1.00000444  x   0.99994692  =   0.99995136
 BR1533!UTM  17      -   1.00000444  x   0.99963027  =   0.99963471
 BR1533
 BR1533:                Primary Azimuth Mark                     Grid Az
 BR1533:SPC GA E     -  BRUNSWICK HARBOR R RNG BCN               037 30 43.7
 BR1533:UTM  17      -  BRUNSWICK HARBOR R RNG BCN               038 06 56.1
 BR1533
 BR1533|---------------------------------------------------------------------|
 BR1533| PID    Reference Object                     Distance      Geod. Az  |
 BR1533|                                                           dddmmss.s |
 BR1533| BR1539 BRUNSWICK HARBOR R RNG BCN          APPROX. 2.4 KM 0375048.3 |
 BR1533| BR1540 BRUNSWICK OLD BOILER                APPROX. 1.7 KM 0634657.9 |
 BR1533| BR1537 BRUNSWICK HARBOR F RNG BCN          APPROX. 1.9 KM 0703120.2 |
 BR1533| BR1310 BRANDY POINT BEACON                 APPROX. 3.3 KM 1331638.7 |
 BR1533| CW4730 BUZ RM 1                             11.605 METERS 18117     |
 BR1533| BR1513 TURTLE RIVER LOWER F RNG LT         APPROX. 1.7 KM 2070646.4 |
 BR1533| BR1508 TURTLE RIVER R RNG LT               APPROX. 1.8 KM 2215542.7 |
 BR1533| BR1512 TURTLE RIVER UPPER F RNG LT         APPROX. 1.0 KM 2685513.5 |
 BR1533| CW4731 BUZ RM 2                            115.450 METERS 28851     |
 BR1533| BR1507 BLYTHE IS F RNG LT                  APPROX. 1.7 KM 3131255.1 |
 BR1533| BR1499 NAVAL                               APPROX. 2.3 KM 3175029.0 |
 BR1533| BR1500 BLYTHE ISLAND REAR RANGE LIGHT      APPROX. 2.3 KM 3192144.4 |
 BR1533| BR1528 NEW SIGNBOARD                       APPROX. 0.6 KM 3234052.4 |
 BR1533| BR1510 TURTLE RIVER BRIDGE CEN SPAN        APPROX. 4.8 KM 3455009.1 |
 BR1533|---------------------------------------------------------------------|
 BR1533
 BR1533                          SUPERSEDED SURVEY CONTROL
 BR1533
 BR1533  NAD 83(1986)-  31 08 45.18706(N)    081 31 11.03861(W) AD(       ) 1
 BR1533  NAD 27      -  31 08 44.35900(N)    081 31 11.67200(W) AD(       ) 1
 BR1533
 BR1533.Superseded values are not recommended for survey control.
 BR1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1533.See file dsdata.txt to determine how the superseded data were derived.
 BR1533
 BR1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5045945886(NAD 83)
 BR1533_MARKER: X = CHISELED CROSS
 BR1533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR1533_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BR1533
 BR1533  HISTORY     - Date     Condition        Report By
 BR1533  HISTORY     - 1899     MONUMENTED       CGS
 BR1533  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BR1533
 BR1533                          STATION DESCRIPTION
 BR1533
 BR1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (FWP)
 BR1533'IN THE SOFT MARSH ON BUZZARDS ISLAND, 203 M. E FROM THE BANK OF
 BR1533'TURTLE RIVER AND 101.5 M. S 13 DEG 16 MIN E FROM STATION BUZZARDS
 BR1533'ROOST.  THE STATION IS MARKED (A CROSS CUT IN
 BR1533'THE TOP OF A SCANTLING SET AT THE CENTER OF TWO TILES SUNK INTO THE
 BR1533'GROUND ONE ABOVE THE OTHER.  THE SCANTLING PROJECTS SLIGHTLY ABOVE
 BR1533'THE GROUND AND THE TOP OF THE UPPER TILE IS ABOUT 1 FT BELOW THE
 BR1533'GROUND.) A PATCH OF MARSH BARE OF LONG GRASS IS BETWEEN THE
 BR1533'STATION AND THE PALMETTO TREES CALLED BUZZARDS ROOST.  THE S END OF
 BR1533'THE BUZZARDS ROOST TREES IS N 68 DEG 28 MIN W FROM THE
 BR1533'STATION AND A LONE PALMETTO AT THE N END IS N 40 DEG 47 MIN W.
 BR1533
 BR1533                          STATION RECOVERY (1933)
 BR1533
 BR1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1533'STATION RECOVERED AS DESCRIBED.  STATION WAS REMARKED.
 BR1533'TWO REFERENCE MARKS WERE INSTALLED, NO. 1 IN
 BR1533'THE MARSH S OF THE STATION AND NO. 2 A FEW METERS N OF
 BR1533'THE MARSH LINE ALONG THE S SIDE OF THE HUMMOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2948 ***********************************************************************
 DG2948  DESIGNATION -  BUZZARD
 DG2948  PID         -  DG2948
 DG2948  STATE/COUNTY-  GA/PIKE
 DG2948  USGS QUAD   -  CONCORD (1981)
 DG2948
 DG2948                         *CURRENT SURVEY CONTROL
 DG2948  ___________________________________________________________________
 DG2948* NAD 83(1994)-  33 01 14.03535(N)    084 24 20.46758(W)     ADJUSTED  
 DG2948* NAVD 88     -       341.9    (meters)    1122.     (feet)  VERTCON   
 DG2948  ___________________________________________________________________
 DG2948  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 DG2948  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DG2948
 DG2948  HORZ ORDER  -  FIRST
 DG2948
 DG2948.The horizontal coordinates were established by classical geodetic methods
 DG2948.and adjusted by the National Geodetic Survey in September 1997..
 DG2948
 DG2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2948
 DG2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2948
 DG2948.The geoid height was determined by GEOID03.
 DG2948
 DG2948;                    North         East     Units Scale Factor Converg.
 DG2948;SPC GA W     -   334,907.330   677,670.318   MT  0.99990615   -0 07 48.9
 DG2948;SPC GA W     - 1,098,775.13  2,223,323.37   sFT  0.99990615   -0 07 48.9
 DG2948;UTM  16      - 3,656,557.728   742,327.703   MT  1.00032411   +1 24 52.0
 DG2948
 DG2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2948!SPC GA W     -   0.99995070  x   0.99990615  =   0.99985686
 DG2948!UTM  16      -   0.99995070  x   1.00032411  =   1.00027480
 DG2948
 DG2948|---------------------------------------------------------------------|
 DG2948| PID    Reference Object                     Distance      Geod. Az  |
 DG2948|                                                           dddmmss.s |
 DG2948| CZ2890 BUZZARD RM 1                         12.935 METERS 08426     |
 DG2948| CM1595 THOMASTON COURTHOUSE SPIRE          APPROX.16.5 KM 1532234.1 |
 DG2948| CZ2891 BUZZARD RM 2                         14.841 METERS 19833     |
 DG2948| CZ2892 BUZZARD RM 3                          7.965 METERS 20926     |
 DG2948| CM1958 BETTS                               APPROX.19.2 KM 2353132.3 |
 DG2948|---------------------------------------------------------------------|
 DG2948
 DG2948                          SUPERSEDED SURVEY CONTROL
 DG2948
 DG2948  NAD 83(1986)-  33 01 14.04109(N)    084 24 20.46722(W) AD(       ) 1
 DG2948  NAD 27      -  33 01 13.58200(N)    084 24 20.75000(W) AD(       ) 1
 DG2948  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) VERT ANG       
 DG2948
 DG2948.Superseded values are not recommended for survey control.
 DG2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2948.See file dsdata.txt to determine how the superseded data were derived.
 DG2948
 DG2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4232856558(NAD 83)
 DG2948_MARKER: DS = TRIANGULATION STATION DISK
 DG2948_SETTING: 66 = SET IN ROCK OUTCROP
 DG2948
 DG2948  HISTORY     - Date     Condition        Report By
 DG2948  HISTORY     - 1930     MONUMENTED       CGS
 DG2948  HISTORY     - 1954     GOOD             CGS
 DG2948
 DG2948                          STATION DESCRIPTION
 DG2948
 DG2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DG2948'ABOUT 7 MILES SW OF ZEBULON AND 5 MILES E OF MOLENA, ON THE
 DG2948'HIGHEST POINT, NEAR THE W END OF A PROMINENT DETACHED MOUNTAIN KNOWN
 DG2948'AS BUZZARD ROOST.  STATION IS IN AN OUTCROP OF ROCK ABOUT 2 FEET
 DG2948'SQUARE, PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
 DG2948'
 DG2948'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 DG2948'OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 DG2948'ROCK.
 DG2948'
 DG2948'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 DG2948'
 DG2948'REFERENCE MARK NO. 1 IS SE OF THE STATION ON AN OUTCROP OF ROCK ON
 DG2948'THE LEDGE.
 DG2948'
 DG2948'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE LEDGE.
 DG2948'
 DG2948'STATION CAN BE REACHED FROM ZEBULON BY FOLLOWING HIGHWAY 3 S FOR A
 DG2948'DISTANCE OF ABOUT 5 MILES TO PINE MOUNTAIN FILLING STATION.  TAKE
 DG2948'RIGHT-HAND ROAD TOWARDS MOLENA FOR ABOUT 6 MILES TO A POINT 3.7
 DG2948'MILES W OF LIFSEY SPRINGS.  STATION IS ON THE HIGH ROCKY HILL ABOUT A
 DG2948'1/4 MILE N OF THE ROAD.
 DG2948'
 DG2948'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 DG2948
 DG2948                          STATION RECOVERY (1954)
 DG2948
 DG2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG2948'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DG2948'A NEW TO REACH FOLLOWS--
 DG2948'
 DG2948'TO REACH THE STATION FROM ZEBULON, GO S ON U.S. HIGHWAY 19 FOR 4.1
 DG2948'MI. TO THE JUNCTION OF STATE HIGHWAY 109 AT THE PINE MOUNTAIN
 DG2948'FILLING STATION AND STORE IN THE SW ANGLE OF THE JUNCTION.  TURN
 DG2948'RIGHT (W) ON STATE HIGWAY 109 FOR 4.15 MI. TO THE END OF TRUCK
 DG2948'TRAVEL AND THE STATION ON THE HIGHEST PEAK TO THE RIGHT. THIS IS 1.8
 DG2948'MI. E OF LIFSEY SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1566 ***********************************************************************
 EE1566  DESIGNATION -  BUZZARD ROOST
 EE1566  PID         -  EE1566
 EE1566  STATE/COUNTY-  GA/FANNIN
 EE1566  USGS QUAD   -  NOONTOOTLA (1988)
 EE1566
 EE1566                         *CURRENT SURVEY CONTROL
 EE1566  ___________________________________________________________________
 EE1566* NAD 83(1994)-  34 40 37.21969(N)    084 14 11.86391(W)     ADJUSTED  
 EE1566* NAVD 88     -      1038.     (meters)    3406.     (feet)  SCALED    
 EE1566  ___________________________________________________________________
 EE1566  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 EE1566  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE1566
 EE1566  HORZ ORDER  -  SECOND
 EE1566
 EE1566.The horizontal coordinates were established by classical geodetic methods
 EE1566.and adjusted by the National Geodetic Survey in September 1997..
 EE1566.No horizontal observational check was made to the station.
 EE1566
 EE1566.The orthometric height was scaled from a topographic map.
 EE1566
 EE1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1566
 EE1566.The geoid height was determined by GEOID03.
 EE1566
 EE1566;                    North         East     Units Scale Factor Converg.
 EE1566;SPC GA W     -   518,597.621   693,588.925   MT  0.99990051   -0 02 23.3
 EE1566;SPC GA W     - 1,701,432.36  2,275,549.66   sFT  0.99990051   -0 02 23.3
 EE1566;UTM  16      - 3,840,700.485   753,183.933   MT  1.00039016   +1 34 23.0
 EE1566
 EE1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1566!SPC GA W     -   0.99984160  x   0.99990051  =   0.99974212
 EE1566!UTM  16      -   0.99984160  x   1.00039016  =   1.00023170
 EE1566
 EE1566                          SUPERSEDED SURVEY CONTROL
 EE1566
 EE1566  NAD 83(1986)-  34 40 37.22387(N)    084 14 11.86753(W) AD(       ) 2
 EE1566  NAD 27      -  34 40 36.90878(N)    084 14 12.16019(W) AD(       ) 2
 EE1566
 EE1566.Superseded values are not recommended for survey control.
 EE1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1566.See file dsdata.txt to determine how the superseded data were derived.
 EE1566
 EE1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5318440700(NAD 83)
 EE1566_MARKER: DD = SURVEY DISK
 EE1566_SETTING: 66 = SET IN ROCK OUTCROP
 EE1566_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EE1566_MARK LOGO: USGS  
 EE1566_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1566+STABILITY: POSITION/ELEVATION WELL
 EE1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1566+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1993
 EE1566
 EE1566  HISTORY     - Date     Condition        Report By
 EE1566  HISTORY     - 1972     MONUMENTED       USGS
 EE1566  HISTORY     - 19931109 GOOD             NGS
 EE1566
 EE1566                          STATION DESCRIPTION
 EE1566
 EE1566'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JLC)
 EE1566'NOT OBSERVED.
 EE1566'
 EE1566'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF BLUE
 EE1566'RIDGE, 14 MILES EAST OF ELLIJAY, 1 MILE EAST OF THE GILMER-FANNIN
 EE1566'COUNTY LINE AND ON HIGH HOUSE MOUNTAIN, IN THE CHATTAHOOCHEE
 EE1566'NATIONAL FOREST ON PROPERTY LEASED BY WESTERN UNION.
 EE1566'
 EE1566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 EE1566'STATE HIGHWAYS 5 AND 52 IN THE CENTER OF ELLIJAY, GO SOUTHEASTERLY
 EE1566'ON STATE HIGHWAY 52 FOR 7.45 MILES TO A PAVED SIDE ROAD ON THE
 EE1566'LEFT AT STANLEYS GROCERY AND SERVICE STATION.  TURN LEFT ON THE
 EE1566'PAVED ROAD AND GO NORTH AND EAST FOR 6.65 MILES TO THE END OF
 EE1566'THE PAVEMENT.  CONTINUE AHEAD ON A GRADED ROAD FOR 0.3 MILE TO
 EE1566'A FORK AND SIGN MT PLEASANT BAPTIST CHURCH.  KEEP LEFT AND
 EE1566'FOLLOW THE MAIN ROAD IN A NORTHERLY DIRECTION FOR 0.8 MILE TO A
 EE1566'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.55 MILES TO A
 EE1566'SIDE ROAD ON THE LEFT.  CONTINUE AHEAD IN A NORTHERLY DIRECTION
 EE1566'FOR 2.2 MILES TO A FORK AND MT. PLEASANT BAPTIST CHURCH AND
 EE1566'CEMETERY ON THE LEFT.  KEEP RIGHT ON GRADED ROAD AND GO
 EE1566'SOUTHERLY FOR 2.85 MILES TO A REVERSE FORK ON THE LEFT.  TURN
 EE1566'SHARP LEFT AND FOLLOW GRADED ROAD IN A NORTHERLY DIRECTION
 EE1566'UPHILL FOR 0.9 MILE TO THE END OF THE ROAD AND MICROWAVE TOWER
 EE1566'AND THE STATION.
 EE1566'
 EE1566'THE STATION MARK, A U.S. GEOLOGICAL SURVEY DISK STAMPED BUZZARD
 EE1566'ROOST RESET 1970, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EE1566'BEDROCK WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 EE1566'43.4 FEET WEST OF A METAL WITNESS POST, 24 FEET NORTH-NORTHWEST
 EE1566'OF A POWERLINE POLE AND 13.5 FEET SOUTHWEST OF A 14-INCH TREE
 EE1566'WITH A TRIANGLE BLAZE.
 EE1566
 EE1566                          STATION RECOVERY (1993)
 EE1566
 EE1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 EE1566'MARK RECOVERED PER 1972 DESCRIPTION.  A KEY IS NEEDED FOR THE DRIVE UP
 EE1566'THE MOUNTAIN ON FS 188 WHICH TURNS OFF OF FS 42.  CONTACT DAHLONEGA
 EE1566'OFFICE OF US FOREST SERVICE, 706-864-6173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1655 ***********************************************************************
 BS1655  DESIGNATION -  BV 001 1
 BS1655  PID         -  BS1655
 BS1655  STATE/COUNTY-  GA/APPLING
 BS1655  USGS QUAD   -  HAZLEHURST SOUTH (1971)
 BS1655
 BS1655                         *CURRENT SURVEY CONTROL
 BS1655  ___________________________________________________________________
 BS1655* NAD 83(1994)-  31 49 50.23901(N)    082 30 09.77487(W)     ADJUSTED  
 BS1655* NAVD 88     -        74.58   (+/-2cm)     244.7    (feet)  VERTCON   
 BS1655  ___________________________________________________________________
 BS1655  X           -     707,722.725 (meters)                     COMP
 BS1655  Y           -  -5,377,657.088 (meters)                     COMP
 BS1655  Z           -   3,344,513.605 (meters)                     COMP
 BS1655  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BS1655  ELLIP HEIGHT-          46.47  (meters)          (09/03/97) GPS OBS
 BS1655  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BS1655
 BS1655  HORZ ORDER  -  FIRST
 BS1655  VERT ORDER  -  THIRD (See Below)
 BS1655  ELLP ORDER  -  FOURTH    CLASS II
 BS1655
 BS1655.The horizontal coordinates were established by GPS observations
 BS1655.and adjusted by the National Geodetic Survey in September 1997..
 BS1655
 BS1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1655.The vertical order pertains to the NGVD 29 superseded value.
 BS1655
 BS1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1655
 BS1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1655
 BS1655.The ellipsoidal height was determined by GPS observations
 BS1655.and is referenced to NAD 83.
 BS1655
 BS1655.The geoid height was determined by GEOID03.
 BS1655
 BS1655;                    North         East     Units Scale Factor Converg.
 BS1655;SPC GA E     -   202,986.399   168,190.578   MT  0.99991247   -0 10 38.1
 BS1655;SPC GA E     -   665,964.54    551,805.25   sFT  0.99991247   -0 10 38.1
 BS1655;UTM  17      - 3,522,645.348   357,792.914   MT  0.99984941   -0 47 33.6
 BS1655
 BS1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1655!SPC GA E     -   0.99999270  x   0.99991247  =   0.99990517
 BS1655!UTM  17      -   0.99999270  x   0.99984941  =   0.99984211
 BS1655
 BS1655                          SUPERSEDED SURVEY CONTROL
 BS1655
 BS1655  NAD 83(1986)-  31 49 50.25067(N)    082 30 09.77223(W) AD(       ) 1
 BS1655  NGVD 29 (12/08/88)   74.82   (m)          245.5    (f) LEVELING    3  
 BS1655
 BS1655.Superseded values are not recommended for survey control.
 BS1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1655.See file dsdata.txt to determine how the superseded data were derived.
 BS1655
 BS1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR5779322645(NAD 83)
 BS1655_MARKER: DD = SURVEY DISK
 BS1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1655+STABILITY: SURFACE MOTION
 BS1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1655+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1987
 BS1655
 BS1655  HISTORY     - Date     Condition        Report By
 BS1655  HISTORY     - 1983     MONUMENTED       GADT
 BS1655  HISTORY     - 19870113 GOOD
 BS1655
 BS1655                          STATION DESCRIPTION
 BS1655
 BS1655'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (BMP)
 BS1655'THE STATION IS IN THE TOWN OF GRAHAM.
 BS1655'OWNERSHIP--RAILWAY RIGHT OF WAY.
 BS1655'
 BS1655'TO REACH THE STATION FROM THE CAUTION LIGHT IN THE CENTER OF GRAHAM
 BS1655'AT THE JUNCTION OF COUNTY PAVED ROAD 576 AND U.S. HIGHWAY 341 GO
 BS1655'SOUTH ON THE COUNTY ROAD FOR 0.16 KM (0.1 MI) TO THE STATION ON THE
 BS1655'RIGHT AT THE SOUTH SIDE OF THE SOUTHERN RAILWAY MAIN TRACK.
 BS1655'
 BS1655'THE STATION IS A STANDARD GADT DISK
 BS1655'STAMPED---001-1 1983---,
 BS1655'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1655'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1655'27.7 METERS (91.0 FT) SOUTHWEST FROM THE CORNER OF A METAL SWITCH
 BS1655'BOX,
 BS1655'12.8 METERS (42.2 FT) SOUTH FROM A POWER POLE,
 BS1655'10.7 METERS (35.2 FT) WEST FROM THE CENTER OF THE COUNTY ROAD,
 BS1655'10.3 METERS (33.9 FT) SOUTHWEST FROM A RAILWAY BARRIER,
 BS1655'5.1 METERS (17.0 FT) SOUTH FROM THE SOUTH RAIL OF THE MAIN TRACK
 BS1655'AND,
 BS1655'0.8 METERS (2.7 FT) NORTH FROM A METAL WITNESS POST.
 BS1655'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1655'STAMPED---001-1 1983---,
 BS1655'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1655'
 BS1655'DESCRIBED BY B. PUTZIGER.
 BS1655
 BS1655                          STATION RECOVERY (1987)
 BS1655
 BS1655'RECOVERED 1987
 BS1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1312 ***********************************************************************
 BS1312  DESIGNATION -  BV 001 200
 BS1312  PID         -  BS1312
 BS1312  STATE/COUNTY-  GA/APPLING
 BS1312  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1312
 BS1312                         *CURRENT SURVEY CONTROL
 BS1312  ___________________________________________________________________
 BS1312* NAD 83(1994)-  31 50 36.79571(N)    082 08 42.67746(W)     ADJUSTED  
 BS1312* NAVD 88     -        57.1    (meters)     187.     (feet)  VERTCON   
 BS1312  ___________________________________________________________________
 BS1312  X           -     741,159.909 (meters)                     COMP
 BS1312  Y           -  -5,372,371.269 (meters)                     COMP
 BS1312  Z           -   3,345,722.092 (meters)                     COMP
 BS1312  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 BS1312  ELLIP HEIGHT-          27.94  (meters)          (09/03/97) GPS OBS
 BS1312  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 BS1312
 BS1312  HORZ ORDER  -  FIRST
 BS1312  ELLP ORDER  -  FOURTH    CLASS II
 BS1312
 BS1312.The horizontal coordinates were established by GPS observations
 BS1312.and adjusted by the National Geodetic Survey in September 1997..
 BS1312
 BS1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1312
 BS1312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1312
 BS1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1312
 BS1312.The ellipsoidal height was determined by GPS observations
 BS1312.and is referenced to NAD 83.
 BS1312
 BS1312.The geoid height was determined by GEOID03.
 BS1312
 BS1312;                    North         East     Units Scale Factor Converg.
 BS1312;SPC GA E     -   204,371.255   202,032.805   MT  0.99990005   +0 00 40.8
 BS1312;SPC GA E     -   670,508.03    662,835.96   sFT  0.99990005   +0 00 40.8
 BS1312;UTM  17      - 3,523,666.459   391,644.368   MT  0.99974480   -0 36 15.3
 BS1312
 BS1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1312!SPC GA E     -   0.99999561  x   0.99990005  =   0.99989566
 BS1312!UTM  17      -   0.99999561  x   0.99974480  =   0.99974041
 BS1312
 BS1312|---------------------------------------------------------------------|
 BS1312| PID    Reference Object                     Distance      Geod. Az  |
 BS1312|                                                           dddmmss.s |
 BS1312| CR7882 BV 001 200 RM 1                      22.798 METERS 02333     |
 BS1312| BS1313 BV 001 200 AZ MK                    356.560 METERS 21042     |
 BS1312|---------------------------------------------------------------------|
 BS1312
 BS1312                          SUPERSEDED SURVEY CONTROL
 BS1312
 BS1312  NAD 83(1986)-  31 50 36.80061(N)    082 08 42.68787(W) AD(       ) 1
 BS1312  NGVD 29 (09/27/88)   57.4    (m)          188.     (f) GPS OBS        
 BS1312
 BS1312.Superseded values are not recommended for survey control.
 BS1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1312.See file dsdata.txt to determine how the superseded data were derived.
 BS1312
 BS1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9164423666(NAD 83)
 BS1312_MARKER: DD = SURVEY DISK
 BS1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1312+STABILITY: SURFACE MOTION
 BS1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1312+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1987
 BS1312
 BS1312  HISTORY     - Date     Condition        Report By
 BS1312  HISTORY     - 1984     MONUMENTED       GADT
 BS1312  HISTORY     - 19850829 GOOD
 BS1312  HISTORY     - 19870107 GOOD
 BS1312
 BS1312                          STATION DESCRIPTION
 BS1312
 BS1312'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1312'THE STATION IS LOCATED ABOUT 14.6 KM (8.8 MI) NORTH FROM SURRENCY,
 BS1312'22.85 KM (14.2 MI) SOUTHWEST FROM GLENNVILLE, AND 27.2 KM (16.9 MI)
 BS1312'SOUTH FROM REIDSVILLE.
 BS1312'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1312'
 BS1312'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 121 AND 169
 BS1312'WITH STATE ROUTE 144, ABOUT 1.3 KM (0.8 MI) SOUTHWEST FROM JOHN C.
 BS1312'BEASLEY BRIDGE, ABOUT 18.85 KM (11.7 MI) SOUTHWEST FROM GLENNVILLE,
 BS1312'GO WESTERLY ALONG STATE ROUTE 144 FOR 4.6 KM (2.85 MI) TO THE
 BS1312'JUNCTION OF PAVED COUNTY ROAD 90603 (COUNTY ROAD 537) TO THE RIGHT,
 BS1312'AND PAVED COUNTY ROAD 52 TO THE LEFT.  TURN RIGHT GOING NORTH ALONG
 BS1312'COUNTY ROAD 90603 FOR 0.95 KM (0.6 MI) TO THE AZIMUTH MARK ON THE
 BS1312'LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90603 FOR 0.4 KM
 BS1312'(0.25 MI) TO THE JUNCTION OF A DRIVEWAY TO THE LEFT, AND THE STATION
 BS1312'ON THE LEFT.
 BS1312'
 BS1312'THE STATION IS A STANDARD GADT DISK
 BS1312'STAMPED---001-200 1984---,
 BS1312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1312'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BS1312'IT IS LOCATED
 BS1312'15 METERS (49.2 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD
 BS1312'537,
 BS1312'22 METERS (72.2 FT) SOUTHWEST FROM A POWER POLE,
 BS1312'6.1 METERS (20 FT) WEST FROM THE NORTH END OF A 24 INCH CONCRETE
 BS1312'PIPE UNDER A DRIVEWAY TO THE WEST,
 BS1312'15.50 METERS (51 FT) NORTHWEST FROM THE POINT OF INTERSECTION OF THE
 BS1312'CENTERLINES OF THE ROAD AND THE DRIVEWAY, AND
 BS1312'0.65 METER (2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BS1312'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1312'STAMPED---001-200 1984---,
 BS1312'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1312'
 BS1312'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1312'STAMPED---001-200 1984 RM 1---,
 BS1312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1312'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1312'IT IS LOCATED
 BS1312'18.80 METERS (61.50 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 BS1312'3.2 METERS (10.5 FT) NORTHWEST FROM THE POWER POLE,
 BS1312'21 METERS (68.9 FT) NORTH-NORTHEAST FROM THE NORTH END OF THE 24
 BS1312'INCH CONCRETE PIPE, AND
 BS1312'0.73 METER (2.3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BS1312'
 BS1312'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1312'STAMPED---001-200 1984 AZ MK---,
 BS1312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1312'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1312'IT IS LOCATED
 BS1312'6.1 METERS (20 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 BS1312'18.3 METERS (60 FT) SOUTH FROM A POWER POLE,
 BS1312'11.6 METERS (38 FT) NORTHEAST FROM THE WEST END OF AN 18 INCH
 BS1312'CONCRETE PIPE UNDER THE COUNTY ROAD, AND
 BS1312'0.87 METER (2.9 FT) NORTHEAST FROM A METAL WITNESS POST.
 BS1312'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1312'STAMPED---001-200 1984 AZ MK---,
 BS1312'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1312'
 BS1312'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1312'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP APPLING COUNTY GEORGIA
 BS1312'1977.  REVISED JANUARY 1979.  DESCRIBED BY T.B. KNIGHT.
 BS1312
 BS1312                          STATION RECOVERY (1985)
 BS1312
 BS1312'RECOVERED 1985
 BS1312'RECOVERED IN GOOD CONDITION.
 BS1312
 BS1312                          STATION RECOVERY (1987)
 BS1312
 BS1312'RECOVERED 1987
 BS1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1313 ***********************************************************************
 BS1313  DESIGNATION -  BV 001 200 AZ MK
 BS1313  PID         -  BS1313
 BS1313  STATE/COUNTY-  GA/APPLING
 BS1313  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1313
 BS1313                         *CURRENT SURVEY CONTROL
 BS1313  ___________________________________________________________________
 BS1313* NAD 83(1994)-  31 50 26.84248(N)    082 08 49.60216(W)     ADJUSTED  
 BS1313* NAVD 88     -        58.3    (meters)     191.     (feet)  VERTCON   
 BS1313  ___________________________________________________________________
 BS1313  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 BS1313  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 BS1313
 BS1313  HORZ ORDER  -  SECOND
 BS1313
 BS1313.The horizontal coordinates were established by classical geodetic methods
 BS1313.and adjusted by the National Geodetic Survey in September 1997..
 BS1313.No horizontal observational check was made to the station.
 BS1313
 BS1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1313
 BS1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1313
 BS1313.The geoid height was determined by GEOID03.
 BS1313
 BS1313;                    North         East     Units Scale Factor Converg.
 BS1313;SPC GA E     -   204,064.680   201,850.810   MT  0.99990004   +0 00 37.1
 BS1313;SPC GA E     -   669,502.20    662,238.87   sFT  0.99990004   +0 00 37.1
 BS1313;UTM  17      - 3,523,361.905   391,459.119   MT  0.99974529   -0 36 18.8
 BS1313
 BS1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1313!SPC GA E     -   0.99999539  x   0.99990004  =   0.99989543
 BS1313!UTM  17      -   0.99999539  x   0.99974529  =   0.99974068
 BS1313
 BS1313                          SUPERSEDED SURVEY CONTROL
 BS1313
 BS1313  NAD 83(1986)-  31 50 26.84756(N)    082 08 49.61290(W) AD(       ) 2
 BS1313  NGVD 29 (09/27/88)   58.6    (m)          192.     (f) VERT ANG       
 BS1313
 BS1313.Superseded values are not recommended for survey control.
 BS1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1313.See file dsdata.txt to determine how the superseded data were derived.
 BS1313
 BS1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9145923362(NAD 83)
 BS1313_MARKER: DD = SURVEY DISK
 BS1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1313+STABILITY: SURFACE MOTION
 BS1313
 BS1313  HISTORY     - Date     Condition        Report By
 BS1313  HISTORY     - 1984     MONUMENTED       GADT
 BS1313
 BS1313                          STATION DESCRIPTION
 BS1313
 BS1313'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1313'THE STATION IS LOCATED ABOUT 14.6 KM (8.8 MI) NORTH FROM SURRENCY,
 BS1313'22.85 KM (14.2 MI) SOUTHWEST FROM GLENNVILLE, AND 27.2 KM (16.9 MI)
 BS1313'SOUTH FROM REIDSVILLE.
 BS1313'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1313'
 BS1313'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 121 AND 169
 BS1313'WITH STATE ROUTE 144, ABOUT 1.3 KM (0.8 MI) SOUTHWEST FROM JOHN C.
 BS1313'BEASLEY BRIDGE, ABOUT 18.85 KM (11.7 MI) SOUTHWEST FROM GLENNVILLE,
 BS1313'GO WESTERLY ALONG STATE ROUTE 144 FOR 4.6 KM (2.85 MI) TO THE
 BS1313'JUNCTION OF PAVED COUNTY ROAD 90603 (COUNTY ROAD 537) TO THE RIGHT,
 BS1313'AND PAVED COUNTY ROAD 52 TO THE LEFT.  TURN RIGHT GOING NORTH ALONG
 BS1313'COUNTY ROAD 90603 FOR 0.95 KM (0.6 MI) TO THE STATION ON THE LEFT.
 BS1313'
 BS1313'THE STATION IS A STANDARD GADT DISK
 BS1313'STAMPED---001-200 1984 AZ MK---,
 BS1313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1313'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1313'IT IS LOCATED
 BS1313'6.1 METERS (20 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 BS1313'18.3 METERS (60 FT) SOUTH FROM A POWER POLE,
 BS1313'11.6 METERS (38 FT) NORTHEAST FROM THE WEST END OF AN 18 INCH
 BS1313'CONCRETE PIPE UNDER THE COUNTY ROAD, AND
 BS1313'0.87 METER (2.9 FT) NORTHEAST FROM A METAL WITNESS POST.
 BS1313'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1313'STAMPED---001-200 1984 AZ MK---,
 BS1313'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1313'
 BS1313'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP APPLING
 BS1313'COUNTY GEORGIA 1977.  REVISED JANUARY 1979.  DESCRIBED BY T.B.
 BS1313'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1656 ***********************************************************************
 BS1656  DESIGNATION -  BV 001 201
 BS1656  PID         -  BS1656
 BS1656  STATE/COUNTY-  GA/APPLING
 BS1656  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1656
 BS1656                         *CURRENT SURVEY CONTROL
 BS1656  ___________________________________________________________________
 BS1656* NAD 83(1994)-  31 47 28.95171(N)    082 08 35.72617(W)     ADJUSTED  
 BS1656* NAVD 88     -        56.16   (+/-2cm)     184.3    (feet)  VERTCON   
 BS1656  ___________________________________________________________________
 BS1656  X           -     741,757.835 (meters)                     COMP
 BS1656  Y           -  -5,375,367.278 (meters)                     COMP
 BS1656  Z           -   3,340,805.241 (meters)                     COMP
 BS1656  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 BS1656  ELLIP HEIGHT-          27.06  (meters)          (09/03/97) GPS OBS
 BS1656  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 BS1656
 BS1656  HORZ ORDER  -  FIRST
 BS1656  VERT ORDER  -  THIRD (See Below)
 BS1656  ELLP ORDER  -  FOURTH    CLASS II
 BS1656
 BS1656.The horizontal coordinates were established by GPS observations
 BS1656.and adjusted by the National Geodetic Survey in September 1997..
 BS1656
 BS1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1656.The vertical order pertains to the NGVD 29 superseded value.
 BS1656
 BS1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1656
 BS1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1656
 BS1656.The ellipsoidal height was determined by GPS observations
 BS1656.and is referenced to NAD 83.
 BS1656
 BS1656.The geoid height was determined by GEOID03.
 BS1656
 BS1656;                    North         East     Units Scale Factor Converg.
 BS1656;SPC GA E     -   198,586.087   202,216.800   MT  0.99990006   +0 00 44.4
 BS1656;SPC GA E     -   651,527.85    663,439.62   sFT  0.99990006   +0 00 44.4
 BS1656;UTM  17      - 3,517,880.549   391,766.224   MT  0.99974448   -0 36 08.5
 BS1656
 BS1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1656!SPC GA E     -   0.99999575  x   0.99990006  =   0.99989581
 BS1656!UTM  17      -   0.99999575  x   0.99974448  =   0.99974023
 BS1656
 BS1656|---------------------------------------------------------------------|
 BS1656| PID    Reference Object                     Distance      Geod. Az  |
 BS1656|                                                           dddmmss.s |
 BS1656| BS1710 203 Z                               262.919 METERS 02818     |
 BS1656| BS1717 BV 001 201 AZ MK                    APPROX. 1.6 KM 0335559.7 |
 BS1656|---------------------------------------------------------------------|
 BS1656
 BS1656                          SUPERSEDED SURVEY CONTROL
 BS1656
 BS1656  NAD 83(1986)-  31 47 28.95521(N)    082 08 35.72939(W) AD(       ) 1
 BS1656  NGVD 29 (12/08/88)   56.41   (m)          185.1    (f) LEVELING    3  
 BS1656
 BS1656.Superseded values are not recommended for survey control.
 BS1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1656.See file dsdata.txt to determine how the superseded data were derived.
 BS1656
 BS1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9176617881(NAD 83)
 BS1656_MARKER: DD = SURVEY DISK
 BS1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1656+STABILITY: SURFACE MOTION
 BS1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1656+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1987
 BS1656
 BS1656  HISTORY     - Date     Condition        Report By
 BS1656  HISTORY     - 1985     MONUMENTED       GADT
 BS1656  HISTORY     - 19870107 GOOD
 BS1656
 BS1656                          STATION DESCRIPTION
 BS1656
 BS1656'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1656'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 BS1656'SOUTH-SOUTHWEST OF THE ALTAMAHA RIVER BRIDGE,
 BS1656'9.6 KM (6.0 MI) NORTH-NORTHEAST OF SURRENCY AND,
 BS1656'20.0 KM (12.4 MI) EAST OF BAXLEY.
 BS1656'OWNERSHIP--STATE RIGHT OF WAY.
 BS1656'
 BS1656'TO REACH THE STATION FROM THE FLASHING LIGHT AT THE JUNCTION OF U.S.
 BS1656'HIGHWAY 341 AND STATE ROUTE 121 IN SURRENCY GO NORTHEAST ON THE
 BS1656'STATE ROUTE FOR 3.1 KM (1.9 MI) TO COUNTY SAND ROAD 305 ON THE
 BS1656'RIGHT, CONTINUE AHEAD FOR 3.4 KM (2.1 MI) TO THE CROSSING OF COUNTY
 BS1656'SAND ROAD 308, CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO COUNTY SAND
 BS1656'ROAD 321 CROSSING AND THE STATION IN THE NORTHEAST QUADRANT.
 BS1656'
 BS1656'THE STATION IS A STANDARD GADT DISK
 BS1656'STAMPED---001-201 1985---,
 BS1656'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1656'30. CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1656'22.3 METERS (73.2 FT) NORTHEAST FROM A POWER POLE,
 BS1656'15.3 METERS (50.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE PAVED
 BS1656'ROAD,
 BS1656'10.1 METERS (33.1 FT) NORTHEAST FROM THE CENTER OF THE SAND ROAD,
 BS1656'4.0 METERS (13.4 FT) SOUTHWEST FROM A 30 CM FENCE POST AND,
 BS1656'2.7 METERS (9.0 FT) WEST FROM A METAL WITNESS POST.
 BS1656'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1656'STAMPED---001-201 1985---,
 BS1656'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1656'
 BS1656'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1656'STAMPED---001-201 AZ MK 1985---,
 BS1656'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1656'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1656'36.7 METERS (120.6 FT) SOUTH FROM A POWER POLE WITH TRANSFORMER AT
 BS1656'A VACANT HOUSE TRAILER,
 BS1656'10.5 METERS (34.6 FT) SOUTHEAST FROM A RUSTING OUT FENCE LINE,
 BS1656'4.8 METERS (15.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF STATE
 BS1656'ROUTE 121 AND,
 BS1656'1.2 METERS (4.25 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BS1656'TO REACH THE AZIMUTH FROM THE STATION,
 BS1656'GO NORTH FOR 1.6 KM (1.0 MI) ON STATE ROUTE 121 TO THE STATION ON
 BS1656'LEFT JUST SOUTH OF A DRIVEWAY ON THE LEFT.
 BS1656'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1656'STAMPED---001-201 AZ MK 1985---,
 BS1656'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1656'
 BS1656'DESCRIBED BY B. PUTZIGER.
 BS1656
 BS1656                          STATION RECOVERY (1987)
 BS1656
 BS1656'RECOVERED 1987
 BS1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1717 ***********************************************************************
 BS1717  DESIGNATION -  BV 001 201 AZ MK
 BS1717  PID         -  BS1717
 BS1717  STATE/COUNTY-  GA/APPLING
 BS1717  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1717
 BS1717                         *CURRENT SURVEY CONTROL
 BS1717  ___________________________________________________________________
 BS1717* NAD 83(1994)-  31 48 11.95062(N)    082 08 01.84894(W)     ADJUSTED  
 BS1717* NAVD 88     -        46.     (meters)     151.     (feet)  VERTCON   
 BS1717  ___________________________________________________________________
 BS1717  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 BS1717  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 BS1717
 BS1717  HORZ ORDER  -  SECOND
 BS1717
 BS1717.The horizontal coordinates were established by classical geodetic methods
 BS1717.and adjusted by the National Geodetic Survey in September 1997..
 BS1717
 BS1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1717
 BS1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1717
 BS1717.The geoid height was determined by GEOID03.
 BS1717
 BS1717;                    North         East     Units Scale Factor Converg.
 BS1717;SPC GA E     -   199,910.590   203,107.531   MT  0.99990012   +0 01 02.3
 BS1717;SPC GA E     -   655,873.33    666,361.96   sFT  0.99990012   +0 01 02.3
 BS1717;UTM  17      - 3,519,195.212   392,670.974   MT  0.99974207   -0 35 51.4
 BS1717
 BS1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1717!SPC GA E     -   0.99999730  x   0.99990012  =   0.99989742
 BS1717!UTM  17      -   0.99999730  x   0.99974207  =   0.99973937
 BS1717
 BS1717                          SUPERSEDED SURVEY CONTROL
 BS1717
 BS1717  NAD 83(1986)-  31 48 11.95323(N)    082 08 01.85061(W) AD(       ) 2
 BS1717  NGVD 29 (06/19/89)   46.     (m)          151.     (f) VERT ANG       
 BS1717
 BS1717.Superseded values are not recommended for survey control.
 BS1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1717.See file dsdata.txt to determine how the superseded data were derived.
 BS1717
 BS1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9267119195(NAD 83)
 BS1717_MARKER: DD = SURVEY DISK
 BS1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1717+STABILITY: SURFACE MOTION
 BS1717
 BS1717  HISTORY     - Date     Condition        Report By
 BS1717  HISTORY     - 1985     MONUMENTED       GADT
 BS1717
 BS1717                          STATION DESCRIPTION
 BS1717
 BS1717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1717'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 BS1717'SOUTH-SOUTHWEST OF THE ALTAMAHA RIVER BRIDGE,
 BS1717'11.2 KM (7.0 MI) NORTH-NORTHEAST OF SRRENCY AND,
 BS1717'20.0 KM (12.4 MI) EAST OF BAXLEY.
 BS1717'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 BS1717'
 BS1717'TO REACH THE STATION FROM THE FLASHING LIGHT IN SURRENCY AT THE
 BS1717'JUNCTION OF U.S. HIGHWAY 341 AND STATE ROUTE 121 GO NORTH ON THE
 BS1717'STATE ROUTE FOR 3.1 KM (1.9 MI) TO COUNTY SAND ROAD 305 ON THE
 BS1717'RIGHT.  CONTINUE AHEAD FOR 3.4 KM (2.1 MI) TO THE CROSSING OF
 BS1717'COUNTY SAND ROAD 308.  CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO THE
 BS1717'CROSSING OF COUNTY SAND ROAD 321.  CONTINUE AHEAD FOR 1.6 KM
 BS1717'(1.0 MI) TO THE STATION ON THE LEFT JUST SOUTH OF A DRIVEWAY LEFT.
 BS1717'
 BS1717'THE STATION IS A STANDARD GADT DISK
 BS1717'STAMPED---001-201 AZ MK 1985---,
 BS1717'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1717'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1717'36.7 METERS (120.6 FT) SOUTH FROM A POWER POLE WITH TRANSFORMER AT
 BS1717'A VACANT HOUSE TRAILOR,
 BS1717'10.5 METERS (34.6 FT) SOUTHEAST FROM A RUSTING OUT FENCE LINE,
 BS1717'4.8 METERS (15.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE ROAD
 BS1717'AND,
 BS1717'1.2 METERS (4.25 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BS1717'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1717'STAMPED---001-201 AZ MK 1985---,
 BS1717'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1717'
 BS1717'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1657 ***********************************************************************
 BS1657  DESIGNATION -  BV 001 202
 BS1657  PID         -  BS1657
 BS1657  STATE/COUNTY-  GA/APPLING
 BS1657  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1657
 BS1657                         *CURRENT SURVEY CONTROL
 BS1657  ___________________________________________________________________
 BS1657* NAD 83(1994)-  31 48 36.01744(N)    082 13 11.23232(W)     ADJUSTED  
 BS1657* NAVD 88     -        58.5    (meters)     192.     (feet)  VERTCON   
 BS1657  ___________________________________________________________________
 BS1657  X           -     734,430.279 (meters)                     COMP
 BS1657  Y           -  -5,375,276.883 (meters)                     COMP
 BS1657  Z           -   3,342,562.207 (meters)                     COMP
 BS1657  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 BS1657  ELLIP HEIGHT-          29.64  (meters)          (09/03/97) GPS OBS
 BS1657  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 BS1657
 BS1657  HORZ ORDER  -  FIRST
 BS1657  ELLP ORDER  -  FOURTH    CLASS II
 BS1657
 BS1657.The horizontal coordinates were established by GPS observations
 BS1657.and adjusted by the National Geodetic Survey in September 1997..
 BS1657
 BS1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1657
 BS1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1657
 BS1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1657
 BS1657.The ellipsoidal height was determined by GPS observations
 BS1657.and is referenced to NAD 83.
 BS1657
 BS1657.The geoid height was determined by GEOID03.
 BS1657
 BS1657;                    North         East     Units Scale Factor Converg.
 BS1657;SPC GA E     -   200,652.557   194,970.696   MT  0.99990031   -0 01 40.8
 BS1657;SPC GA E     -   658,307.60    639,666.36   sFT  0.99990031   -0 01 40.8
 BS1657;UTM  17      - 3,520,024.346   384,543.765   MT  0.99976440   -0 38 34.9
 BS1657
 BS1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1657!SPC GA E     -   0.99999535  x   0.99990031  =   0.99989566
 BS1657!UTM  17      -   0.99999535  x   0.99976440  =   0.99975975
 BS1657
 BS1657                          SUPERSEDED SURVEY CONTROL
 BS1657
 BS1657  NAD 83(1986)-  31 48 36.02344(N)    082 13 11.23274(W) AD(       ) 1
 BS1657  NGVD 29 (12/08/88)   58.7    (m)          193.     (f) GPS OBS        
 BS1657
 BS1657.Superseded values are not recommended for survey control.
 BS1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1657.See file dsdata.txt to determine how the superseded data were derived.
 BS1657
 BS1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR8454420024(NAD 83)
 BS1657_MARKER: DD = SURVEY DISK
 BS1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1657+STABILITY: SURFACE MOTION
 BS1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1657+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1987
 BS1657
 BS1657  HISTORY     - Date     Condition        Report By
 BS1657  HISTORY     - 1985     MONUMENTED       GADT
 BS1657  HISTORY     - 19870109 GOOD
 BS1657
 BS1657                          STATION DESCRIPTION
 BS1657
 BS1657'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1657'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 BS1657'NORTHEAST OF BAXLEY,
 BS1657'13.7 KM (8.5 MI) SOUTHWEST OF THE ALTAMAHA RIVER BRIDGE AND,
 BS1657'9.6 KM (6.0 MI) NORTH-NORTHWEST OF OF SURRENCY.
 BS1657'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 BS1657'
 BS1657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1657'IN BAXLEY, GO NORTH ON U.S. HIGHWAY 1 FOR 0.48 KM (0.3 MI) TO STATE
 BS1657'ROUTE 144 AT A Y INTERSECTION, BEAR RIGHT ON TO STATE ROUTE 144 AND
 BS1657'GO NORTH FOR 1.6 KM (1.0 MI) TO AN ELECTRIC RELAY STATION AND A
 BS1657'RELAY TOWER AT A Y JUNCTION LEFT.  CONTINUE AHEAD ON THE STATE
 BS1657'ROUTE FOR 6.7 KM (4.2 MI) TO COUNTY SAND ROAD 343 ON THE LEFT.
 BS1657'CONTINUE AHEAD FOR 4.5 KM (2.8 MI) TO THE STATION ON THE LEFT AT THE
 BS1657'HARMONY BAPTIST CHURCH.
 BS1657'
 BS1657'THE STATION IS A STANDARD GADT DISK
 BS1657'STAMPED---001-202 1985---,
 BS1657'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1657'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1657'13.1 METERS (43.0 FT) NORTH FROM THE CENTERLINE OF THE STATE ROUTE,
 BS1657'12.8 METERS (42.0 FT) WEST FROM A LIGHT FOR THE CHURCH SIGN,
 BS1657'11.3 METERS (37.2 FT) SOUTH-SOUTHEAST FROM A GUY WIRE END,
 BS1657'5.6 METERS (18.2 FT) SOUTHEAST FROM A POWER POLE WITH TRANSFORMER
 BS1657'AND,
 BS1657'1.37 METERS (4.5 FT) WEST FROM A METAL WITNESS POST.
 BS1657'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1657'STAMPED---001-202 1985---,
 BS1657'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1657'
 BS1657'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1657'STAMPED---001-202 AZ MK 1985---,
 BS1657'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1657'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1657'24.1 METERS (79.0 FT) EAST-SOUTHEAST FROM A POWER POLE WITH TWO GUY
 BS1657'WIRES,
 BS1657'21.5 METERS (70.6 FT) NORTH FROM A TELEPHONE BOX ACROSS THE HIGHWAY,
 BS1657'6.5 METERS (21.4 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY AND,
 BS1657'1.65 METERS (5.4 FT) EAST FROM A METAL WITNESS POST.
 BS1657'TO REACH THE AZIMUTH FROM THE STATION,
 BS1657'GO WEST FOR 0.56 KM (0.35 MI) ON STATE ROUTE 144 TO A SAND ROAD
 BS1657'LEFT AND THE STATION ON THE RIGHT.
 BS1657'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1657'STAMPED---001-202 AZ MK 1985---,
 BS1657'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1657'
 BS1657'DESCRIBED BY B. PUTZIGER.
 BS1657
 BS1657                          STATION RECOVERY (1987)
 BS1657
 BS1657'RECOVERED 1987
 BS1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1718 ***********************************************************************
 BS1718  DESIGNATION -  BV 001 202 AZ MK
 BS1718  PID         -  BS1718
 BS1718  STATE/COUNTY-  GA/APPLING
 BS1718  USGS QUAD   -  ALTAMAHA SW (1970)
 BS1718
 BS1718                         *CURRENT SURVEY CONTROL
 BS1718  ___________________________________________________________________
 BS1718* NAD 83(1994)-  31 48 30.67583(N)    082 13 34.12011(W)     ADJUSTED  
 BS1718* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 BS1718  ___________________________________________________________________
 BS1718  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 BS1718  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 BS1718
 BS1718  HORZ ORDER  -  SECOND
 BS1718
 BS1718.The horizontal coordinates were established by classical geodetic methods
 BS1718.and adjusted by the National Geodetic Survey in September 1997..
 BS1718.No horizontal observational check was made to the station.
 BS1718
 BS1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1718
 BS1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1718
 BS1718.The geoid height was determined by GEOID03.
 BS1718
 BS1718;                    North         East     Units Scale Factor Converg.
 BS1718;SPC GA E     -   200,488.358   194,368.669   MT  0.99990039   -0 01 52.9
 BS1718;SPC GA E     -   657,768.89    637,691.21   sFT  0.99990039   -0 01 52.9
 BS1718;UTM  17      - 3,519,866.640   383,940.093   MT  0.99976612   -0 38 46.9
 BS1718
 BS1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1718!SPC GA E     -   0.99999541  x   0.99990039  =   0.99989580
 BS1718!UTM  17      -   0.99999541  x   0.99976612  =   0.99976153
 BS1718
 BS1718                          SUPERSEDED SURVEY CONTROL
 BS1718
 BS1718  NAD 83(1986)-  31 48 30.68244(N)    082 13 34.12072(W) AD(       ) 2
 BS1718  NGVD 29 (06/19/89)   58.2    (m)          191.     (f) VERT ANG       
 BS1718
 BS1718.Superseded values are not recommended for survey control.
 BS1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1718.See file dsdata.txt to determine how the superseded data were derived.
 BS1718
 BS1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR8394019867(NAD 83)
 BS1718_MARKER: DD = SURVEY DISK
 BS1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1718+STABILITY: SURFACE MOTION
 BS1718
 BS1718  HISTORY     - Date     Condition        Report By
 BS1718  HISTORY     - 1985     MONUMENTED       GADT
 BS1718
 BS1718                          STATION DESCRIPTION
 BS1718
 BS1718'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1718'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 BS1718'NORTH-NORTHWEST OF SURRENCY,
 BS1718'7.5 KM (12.1 MI) NORTHEAST OF BAXLEY AND,
 BS1718'13.5 KM (8.4 MI) WEST-NORTHWEST OF THE ALTAMAHA RIVER BRIDGE.
 BS1718'OWNERSHIP--STATE RIGHT OF WAY.
 BS1718'
 BS1718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1718'IN BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 0.48 KM (0.3 MI) TO STATE
 BS1718'ROUTE 144 AT A Y INTERSECTION.  BEAR RIGHT ON TO STATE ROUTE 144 FOR
 BS1718'1.6 KM (1.0 MI) TO AN ELECTRIC RELAY STATION AND RELAY TOWER AT A Y
 BS1718'INTERSECTION.  CONTINUE AHEAD FOR 6.7 KM (4.2 MI) TO COUNTY SAND
 BS1718'ROAD 343 ON THE LEFT.  CONTINUE AHEAD FOR 3.9 KM (2.6 MI) TO A SAND
 BS1718'ROAD ON THE RIGHT AND THE STATION ON THE LEFT.
 BS1718'
 BS1718'THE STATION IS A STANDARD GADT DISK
 BS1718'STAMPED---001 202 AZ MK 1985---,
 BS1718'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1718'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1718'24.1 METERS (79.0 FT) EAST-SOUTHEAST FROM A POWER POLE WITH TWO GUY
 BS1718'WIRES,
 BS1718'21.5 METERS (70.6 FT) NORTH FROM A TELEPHONE BOX ACROSS THE HIGHWAY,
 BS1718'6.5 METERS (21.4 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY AND,
 BS1718'1.65 METERS (5.4 FT) EAST FROM A METAL WITNESS POST.
 BS1718'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1718'STAMPED---001-202 AZ MK 1985---,
 BS1718'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1718'
 BS1718'DESCRIBED BY B.M. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1658 ***********************************************************************
 BS1658  DESIGNATION -  BV 001 203
 BS1658  PID         -  BS1658
 BS1658  STATE/COUNTY-  GA/APPLING
 BS1658  USGS QUAD   -  BAXLEY (1988)
 BS1658
 BS1658                         *CURRENT SURVEY CONTROL
 BS1658  ___________________________________________________________________
 BS1658* NAD 83(1994)-  31 45 18.72508(N)    082 16 57.03649(W)     ADJUSTED  
 BS1658* NAVD 88     -        59.62   (+/-2cm)     195.6    (feet)  VERTCON   
 BS1658  ___________________________________________________________________
 BS1658  X           -     728,975.322 (meters)                     COMP
 BS1658  Y           -  -5,379,250.397 (meters)                     COMP
 BS1658  Z           -   3,337,397.288 (meters)                     COMP
 BS1658  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 BS1658  ELLIP HEIGHT-          30.93  (meters)          (09/03/97) GPS OBS
 BS1658  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BS1658
 BS1658  HORZ ORDER  -  FIRST
 BS1658  VERT ORDER  -  THIRD (See Below)
 BS1658  ELLP ORDER  -  FOURTH    CLASS II
 BS1658
 BS1658.The horizontal coordinates were established by GPS observations
 BS1658.and adjusted by the National Geodetic Survey in September 1997..
 BS1658
 BS1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1658.The vertical order pertains to the NGVD 29 superseded value.
 BS1658
 BS1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1658
 BS1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1658
 BS1658.The ellipsoidal height was determined by GPS observations
 BS1658.and is referenced to NAD 83.
 BS1658
 BS1658.The geoid height was determined by GEOID03.
 BS1658
 BS1658;                    North         East     Units Scale Factor Converg.
 BS1658;SPC GA E     -   194,581.005   189,025.697   MT  0.99990148   -0 03 39.5
 BS1658;SPC GA E     -   638,387.85    620,161.81   sFT  0.99990148   -0 03 39.5
 BS1658;UTM  17      - 3,514,017.675   378,534.754   MT  0.99978196   -0 40 30.2
 BS1658
 BS1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1658!SPC GA E     -   0.99999514  x   0.99990148  =   0.99989662
 BS1658!UTM  17      -   0.99999514  x   0.99978196  =   0.99977710
 BS1658
 BS1658                          SUPERSEDED SURVEY CONTROL
 BS1658
 BS1658  NAD 83(1986)-  31 45 18.73034(N)    082 16 57.03580(W) AD(       ) 1
 BS1658  NGVD 29 (12/08/88)   59.87   (m)          196.4    (f) LEVELING    3  
 BS1658
 BS1658.Superseded values are not recommended for survey control.
 BS1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1658.See file dsdata.txt to determine how the superseded data were derived.
 BS1658
 BS1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7853514018(NAD 83)
 BS1658_MARKER: DD = SURVEY DISK
 BS1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1658+STABILITY: SURFACE MOTION
 BS1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1658+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1987
 BS1658
 BS1658  HISTORY     - Date     Condition        Report By
 BS1658  HISTORY     - 1985     MONUMENTED       GADT
 BS1658  HISTORY     - 19870108 GOOD
 BS1658  HISTORY     - 19940124 GOOD             GAPC
 BS1658
 BS1658                          STATION DESCRIPTION
 BS1658
 BS1658'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1658'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI)
 BS1658'SOUTHEAST OF BAXLEY AND
 BS1658'8.0 KM (5.5 MI) NORTHWEST OF SURRENCY AT THE JUNCTION OF A SAND
 BS1658'ROAD HEADED NORTH.
 BS1658'OWNERSHIP--GEORGIA POWER COMPANY RIGHT OF WAY.
 BS1658'
 BS1658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1658'IN BAXLEY GO SOUTHEAST ON U.S. HIGHWAY 341 FOR 3.7 KM (2.3 MI) TO
 BS1658'COUNTY SAND ROAD 292 ON THE RIGHT.  CONTINUE AHEAD FOR 3.1 KM
 BS1658'(1.9 MI) TO COUNTY SAND ROAD 314 ON THE LEFT AND THE STATION ON THE
 BS1658'RIGHT IN A POWER LINE EASEMENT CROSSING THE HIGHWAY.
 BS1658'
 BS1658'THE STATION IS A STANDARD GADT DISK
 BS1658'STAMPED---001-203 1985---,
 BS1658'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1658'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1658'29.7 METERS (97.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BS1658'HIGHWAY,
 BS1658'26.0 METERS (85.4 FT) SOUTHEAST FROM A POWER POLE,
 BS1658'6.0 METERS (19.8 FT) NORTH-NORTHWEST FROM THE NORTHWEST LEG OF A
 BS1658'HIGH TENSION POLE AND,
 BS1658'1.9 METERS (6.3 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BS1658'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1658'STAMPED---001-203 1985---,
 BS1658'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1658'
 BS1658'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK STAMPED---001-203
 BS1658'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BS1658'DIAMETER FLUSH WITH THE GROUND.  LOCATED 10.6 METERS (35.0 FT)
 BS1658'NORTHEAST OF A POWER POLE, 6.0 METERS (20.0 FT) WEST OF THE CENTER
 BS1658'OF THE SAND ROAD, 5.1 METERS (16.9 FT) SOUTH SOUTHWEST OF A GUY WIRE
 BS1658'END, 4.3 METERS (14.2 FT) NORTH OF A GUY WIRE END AND, 1.9 METERS
 BS1658'(6.4 FT) SOUTH OF A METAL WITNESS POST.  TO REACH THE AZIMUTH FROM
 BS1658'THE STATION GO NORTH ON COUNTY SAND ROAD 314 FOR 0.4 KM (0.25 MI)
 BS1658'TO THE STATION ON THE LEFT AT THE FIRST POLE OF A TRANSMISSION LINE
 BS1658'CROSSING.  THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---
 BS1658'---001-203 1985 AZ MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 BS1658'METERS BELOW THE SURFACE.
 BS1658'
 BS1658'DESCRIBED BY B. PUTZIGER.
 BS1658
 BS1658                          STATION RECOVERY (1987)
 BS1658
 BS1658'RECOVERED 1987
 BS1658'RECOVERED IN GOOD CONDITION.
 BS1658
 BS1658                          STATION RECOVERY (1994)
 BS1658
 BS1658'RECOVERY NOTE BY GEORGIA POWER COMPANY 1994 (SK)
 BS1658'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1719 ***********************************************************************
 BS1719  DESIGNATION -  BV 001 203 AZ MK
 BS1719  PID         -  BS1719
 BS1719  STATE/COUNTY-  GA/APPLING
 BS1719  USGS QUAD   -  BAXLEY (1988)
 BS1719
 BS1719                         *CURRENT SURVEY CONTROL
 BS1719  ___________________________________________________________________
 BS1719* NAD 83(1994)-  31 45 34.15178(N)    082 16 57.35840(W)     ADJUSTED  
 BS1719* NAVD 88     -        59.     (meters)     194.     (feet)  VERTCON   
 BS1719  ___________________________________________________________________
 BS1719  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 BS1719  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BS1719
 BS1719  HORZ ORDER  -  SECOND
 BS1719
 BS1719.The horizontal coordinates were established by classical geodetic methods
 BS1719.and adjusted by the National Geodetic Survey in September 1997..
 BS1719.No horizontal observational check was made to the station.
 BS1719
 BS1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1719
 BS1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1719
 BS1719.The geoid height was determined by GEOID03.
 BS1719
 BS1719;                    North         East     Units Scale Factor Converg.
 BS1719;SPC GA E     -   195,056.120   189,017.732   MT  0.99990149   -0 03 39.7
 BS1719;SPC GA E     -   639,946.62    620,135.68   sFT  0.99990149   -0 03 39.7
 BS1719;UTM  17      - 3,514,492.792   378,531.882   MT  0.99978197   -0 40 30.7
 BS1719
 BS1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1719!SPC GA E     -   0.99999514  x   0.99990149  =   0.99989663
 BS1719!UTM  17      -   0.99999514  x   0.99978197  =   0.99977711
 BS1719
 BS1719                          SUPERSEDED SURVEY CONTROL
 BS1719
 BS1719  NAD 83(1986)-  31 45 34.15703(N)    082 16 57.35717(W) AD(       ) 2
 BS1719  NGVD 29 (06/19/89)   60.     (m)          197.     (f) VERT ANG       
 BS1719
 BS1719.Superseded values are not recommended for survey control.
 BS1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1719.See file dsdata.txt to determine how the superseded data were derived.
 BS1719
 BS1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7853214493(NAD 83)
 BS1719_MARKER: DD = SURVEY DISK
 BS1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1719_STAMPING: BV 001 203 1985 AZ MK
 BS1719_MAGNETIC: P = MARKER IS A STEEL PIPE
 BS1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1719+STABILITY: SURFACE MOTION
 BS1719
 BS1719  HISTORY     - Date     Condition        Report By
 BS1719  HISTORY     - 1985     MONUMENTED       GADT
 BS1719  HISTORY     - 19940124 GOOD             GAPC
 BS1719
 BS1719                          STATION DESCRIPTION
 BS1719
 BS1719'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1719'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI)
 BS1719'SOUTHEAST OF BAXLEY AND
 BS1719'8.8 KM (5.5 MI) NORTHWEST OF SURRENCY.
 BS1719'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1719'
 BS1719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1719'BAXLEY GO SOUTHEAST ON U.S. HIGHWAY 341 FOR 3.7 KM (2.3 MI) TO
 BS1719'COUNTY SAND ROAD 292 ON THE RIGHT.  CONTINUE AHEAD FOR 3.1 KM
 BS1719'(1.9 MI) TO COUNTY SAND ROAAD 314 ON THE LEFT.  TURN LEFT FOR
 BS1719'0.32 KM (0.25 MI) TO THE FIRST POLE OF A TRANSMISSION LINE EASTMENT
 BS1719'AND THE STATION ON THE LEFT.
 BS1719'
 BS1719'THE STATION IS A STANDARD GADT DISK
 BS1719'STAMPED---001-203 1985 AZ MK---,
 BS1719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1719'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1719'10.6 METERS (35.0 FT) NORTHEAST FROM A POWER POLE,
 BS1719'6.0 METERS (20.0 FT) WEST FROM THE CENTER OF THE ROAD,
 BS1719'5.1 METERS (16.9 FT) SOUTH-SOUTHWEST FROM A GUY WIRE END,
 BS1719'4.5 METERS (14.2 FT) NORTH FROM A SECOND GUY WIRE END AND,
 BS1719'1.9 METERS (6.4 FT) SOUTH FROM A METAL WITNESS POST.
 BS1719'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1719'STAMPED---001 203 1985 AZ MK---,
 BS1719'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1719'
 BS1719'DESCRIBED BY B. PUTZIGER.
 BS1719
 BS1719                          STATION RECOVERY (1994)
 BS1719
 BS1719'RECOVERY NOTE BY GEORGIA POWER COMPANY 1994 (SK)
 BS1719'MARK IS 0.3 MILE (0.5 KM) NORTH FROM BV 001 203 ALONG COUNTY RD 314,
 BS1719'AT THE INTERSECTION OF TWO POWER LINES, 15 FEET (4.6 M) WEST OF CENTER
 BS1719'OF RD AND 6 FT (1.8 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1659 ***********************************************************************
 BS1659  DESIGNATION -  BV 001 204
 BS1659  PID         -  BS1659
 BS1659  STATE/COUNTY-  GA/APPLING
 BS1659  USGS QUAD   -  BAXLEY (1988)
 BS1659
 BS1659                         *CURRENT SURVEY CONTROL
 BS1659  ___________________________________________________________________
 BS1659* NAD 83(1994)-  31 51 07.19302(N)    082 16 24.22112(W)     ADJUSTED  
 BS1659* NAVD 88     -        59.1    (meters)     194.     (feet)  VERTCON   
 BS1659  ___________________________________________________________________
 BS1659  X           -     729,070.547 (meters)                     COMP
 BS1659  Y           -  -5,373,528.672 (meters)                     COMP
 BS1659  Z           -   3,346,518.650 (meters)                     COMP
 BS1659  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 BS1659  ELLIP HEIGHT-          30.28  (meters)          (09/03/97) GPS OBS
 BS1659  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BS1659
 BS1659  HORZ ORDER  -  FIRST
 BS1659  ELLP ORDER  -  FOURTH    CLASS II
 BS1659
 BS1659.The horizontal coordinates were established by GPS observations
 BS1659.and adjusted by the National Geodetic Survey in September 1997..
 BS1659
 BS1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1659
 BS1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1659
 BS1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1659
 BS1659.The ellipsoidal height was determined by GPS observations
 BS1659.and is referenced to NAD 83.
 BS1659
 BS1659.The geoid height was determined by GEOID03.
 BS1659
 BS1659;                    North         East     Units Scale Factor Converg.
 BS1659;SPC GA E     -   205,312.197   189,899.769   MT  0.99990126   -0 03 22.8
 BS1659;SPC GA E     -   673,595.10    623,029.49   sFT  0.99990126   -0 03 22.8
 BS1659;UTM  17      - 3,524,737.572   379,523.826   MT  0.99977901   -0 40 19.5
 BS1659
 BS1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1659!SPC GA E     -   0.99999525  x   0.99990126  =   0.99989651
 BS1659!UTM  17      -   0.99999525  x   0.99977901  =   0.99977426
 BS1659
 BS1659                          SUPERSEDED SURVEY CONTROL
 BS1659
 BS1659  NAD 83(1986)-  31 51 07.19917(N)    082 16 24.22152(W) AD(       ) 1
 BS1659  NGVD 29 (12/08/88)   59.3    (m)          195.     (f) GPS OBS        
 BS1659
 BS1659.Superseded values are not recommended for survey control.
 BS1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1659.See file dsdata.txt to determine how the superseded data were derived.
 BS1659
 BS1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7952424738(NAD 83)
 BS1659_MARKER: DD = SURVEY DISK
 BS1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1659+STABILITY: SURFACE MOTION
 BS1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1659+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1987
 BS1659
 BS1659  HISTORY     - Date     Condition        Report By
 BS1659  HISTORY     - 1985     MONUMENTED       GADT
 BS1659  HISTORY     - 19870116 GOOD
 BS1659
 BS1659                          STATION DESCRIPTION
 BS1659
 BS1659'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1659'THE STATION IS LOCATED ABOUT 16.2 KM (10.1 MI)
 BS1659'NORTHWEST OF SURRENCY,
 BS1659'11.4 KM (7.1 MI) NORTHEAST OF BAXLEY AND,
 BS1659'9.7 KM (6.0 MI) SOUTH OF THE ALTAMAHA RIVER.
 BS1659'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1659'
 BS1659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1659'BAXLEY, GO NORTH ON U.S. HIGHWAY 1 FOR 0.32 KM (0.2 MI) TO A Y
 BS1659'INTERSECTION WITH STATE ROUTE 144.  BEAR RIGHT ONTO STATE ROUTE 144
 BS1659'FOR 1.7 KM (1.1 MI) TO A POWER RELAY STATION AND RELAY TOWER AT A Y
 BS1659'INTERSECTION.  BEAR LEFT ONTO COUNTY PAVED ROAD 603 FOR 6.1 KM
 BS1659'(3.8 MI) TO THE TEN MILE CHURCH ON THE LEFT.  CONTINUE AHEAD FOR
 BS1659'3.2 KM (2.0 MI) TO A VERY SMALL BROWN CINDERBLOCK HOUSE ON THE RIGHT
 BS1659'AND THE STATION APPROXIMATELY 50 METERS EAST SOUTHEAST AND ACROSS
 BS1659'THE ROAD FROM A SMALL GENERAL STORE WITH A GAS PUMP.
 BS1659'
 BS1659'THE STATION IS A STANDARD GADT DISK
 BS1659'STAMPED---001-204 1985---,
 BS1659'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1659'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1659'20.8 METERS (68.5 FT) WEST-SOUTHWEST FROM A POWER POLE,
 BS1659'12.5 METERS (40.9 FT) WEST FROM THE SOUTHWEST CORNER OF THE BLOCK
 BS1659'HOUSE,
 BS1659'11.4 METERS (37.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BS1659'ROAD AND,
 BS1659'1.4 METERS (4.6 FT) NORTHEAST FROM A METAL WITNESS POST.
 BS1659'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1659'STAMPED---001-204 1985---,
 BS1659'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1659'
 BS1659'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1659'STAMPED---001-204 1985 AZ MK---,
 BS1659'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1659'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1659'26.6 METERS (87.3 FT) NORTHEAST FROM A POWER POLE,
 BS1659'8.3 METERS (27.5 FT) SOUTHEAST FROM A WIRE FENCE,
 BS1659'5.2 METERS (17.2 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD AND,
 BS1659'1.6 METERS (5.2 FT) EAST FROM A METAL WITNESS POST.
 BS1659'TO REACH THE AZIMUTH FROM THE STATION,
 BS1659'GO WEST-SOUTHWEST FOR 0.7 KM (0.45 MI) ON THE PAVED ROAD TO THE
 BS1659'STATION ON THE RIGHT.
 BS1659'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1659'STAMPED---001-204 1985 AZ MK---,
 BS1659'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1659'
 BS1659'DESCRIBED BY B. PUTZIGER.
 BS1659
 BS1659                          STATION RECOVERY (1987)
 BS1659
 BS1659'RECOVERED 1987
 BS1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1720 ***********************************************************************
 BS1720  DESIGNATION -  BV 001 204 AZ MK
 BS1720  PID         -  BS1720
 BS1720  STATE/COUNTY-  GA/APPLING
 BS1720  USGS QUAD   -  BAXLEY (1988)
 BS1720
 BS1720                         *CURRENT SURVEY CONTROL
 BS1720  ___________________________________________________________________
 BS1720* NAD 83(1994)-  31 50 58.63679(N)    082 16 47.86859(W)     ADJUSTED  
 BS1720* NAVD 88     -        60.     (meters)     197.     (feet)  VERTCON   
 BS1720  ___________________________________________________________________
 BS1720  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 BS1720  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BS1720
 BS1720  HORZ ORDER  -  SECOND
 BS1720
 BS1720.The horizontal coordinates were established by classical geodetic methods
 BS1720.and adjusted by the National Geodetic Survey in September 1997..
 BS1720.No horizontal observational check was made to the station.
 BS1720
 BS1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1720
 BS1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1720
 BS1720.The geoid height was determined by GEOID03.
 BS1720
 BS1720;                    North         East     Units Scale Factor Converg.
 BS1720;SPC GA E     -   205,049.311   189,277.860   MT  0.99990142   -0 03 35.2
 BS1720;SPC GA E     -   672,732.61    620,989.11   sFT  0.99990142   -0 03 35.2
 BS1720;UTM  17      - 3,524,481.416   378,899.203   MT  0.99978087   -0 40 31.8
 BS1720
 BS1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1720!SPC GA E     -   0.99999514  x   0.99990142  =   0.99989656
 BS1720!UTM  17      -   0.99999514  x   0.99978087  =   0.99977601
 BS1720
 BS1720                          SUPERSEDED SURVEY CONTROL
 BS1720
 BS1720  NAD 83(1986)-  31 50 58.64352(N)    082 16 47.86931(W) AD(       ) 2
 BS1720  NGVD 29 (06/19/89)   60.     (m)          197.     (f) VERT ANG       
 BS1720
 BS1720.Superseded values are not recommended for survey control.
 BS1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1720.See file dsdata.txt to determine how the superseded data were derived.
 BS1720
 BS1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7889924481(NAD 83)
 BS1720_MARKER: DD = SURVEY DISK
 BS1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1720+STABILITY: SURFACE MOTION
 BS1720
 BS1720  HISTORY     - Date     Condition        Report By
 BS1720  HISTORY     - 1985     MONUMENTED       GADT
 BS1720
 BS1720                          STATION DESCRIPTION
 BS1720
 BS1720'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1720'THE STATION IS LOCATED ABOUT 16.2 KM (10.1 MI)
 BS1720'NORTHWEST OF SURRENCY,
 BS1720'11.4 KM (7.1 MI) NORTHEAST OF BAXLEY AND,
 BS1720'9.7 KM (6.0 MI) SOUTH OF THE ALTAMAHA RIVER.
 BS1720'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1720'
 BS1720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1720'BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 0.32 KM (0.2 MI) TO A Y
 BS1720'JUNCTION WITH STATE ROUTE 144.  BEAR RIGHT FOR 1.7 KM (1.1 MI) TO A
 BS1720'POWER RELAY STATION AND RELAY TOWER ON THE LEFT AT A Y JUNCTION.
 BS1720'BEAR LEFT ONTO COUNTY PAVED ROAD 603 FOR 6.1 KM (3.8 MI) TO THE TEN
 BS1720'MILE CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 2.5 KM (1.55 MI) TO
 BS1720'THE STATION ON THE LEFT ALONG A FENCE LINE.
 BS1720'
 BS1720'THE STATION IS A STANDARD GADT DISK
 BS1720'STAMPED---001-204 1985 AZ MK---,
 BS1720'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1720'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1720'26.6 METERS (87.3 FT) NORTHEAST FROM A POWER POLE,
 BS1720'8.3 METERS (27.5 FT) SOUTHEAST FROM A FENCE,
 BS1720'5.2 METERS (17.2 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD AND,
 BS1720'1.6 METERS (5.2 FT) EAST FROM A METAL WITNESS POST.
 BS1720'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1720'STAMPED---001-204 1985 AZ MK---,
 BS1720'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1720'
 BS1720'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1660 ***********************************************************************
 BS1660  DESIGNATION -  BV 001 205
 BS1660  PID         -  BS1660
 BS1660  STATE/COUNTY-  GA/APPLING
 BS1660  USGS QUAD   -  BAXLEY (1988)
 BS1660
 BS1660                         *CURRENT SURVEY CONTROL
 BS1660  ___________________________________________________________________
 BS1660* NAD 83(1994)-  31 52 12.47794(N)    082 20 28.72935(W)     ADJUSTED  
 BS1660* NAVD 88     -        64.63   (+/-2cm)     212.0    (feet)  VERTCON   
 BS1660  ___________________________________________________________________
 BS1660  X           -     722,559.403 (meters)                     COMP
 BS1660  Y           -  -5,373,342.062 (meters)                     COMP
 BS1660  Z           -   3,348,229.616 (meters)                     COMP
 BS1660  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 BS1660  ELLIP HEIGHT-          36.11  (meters)          (09/03/97) GPS OBS
 BS1660  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BS1660
 BS1660  HORZ ORDER  -  FIRST
 BS1660  VERT ORDER  -  THIRD (See Below)
 BS1660  ELLP ORDER  -  FOURTH    CLASS II
 BS1660
 BS1660.The horizontal coordinates were established by GPS observations
 BS1660.and adjusted by the National Geodetic Survey in September 1997..
 BS1660
 BS1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1660.The vertical order pertains to the NGVD 29 superseded value.
 BS1660
 BS1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1660
 BS1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1660
 BS1660.The ellipsoidal height was determined by GPS observations
 BS1660.and is referenced to NAD 83.
 BS1660
 BS1660.The geoid height was determined by GEOID03.
 BS1660
 BS1660;                    North         East     Units Scale Factor Converg.
 BS1660;SPC GA E     -   207,331.184   183,475.475   MT  0.99990337   -0 05 32.0
 BS1660;SPC GA E     -   680,219.06    601,952.45   sFT  0.99990337   -0 05 32.0
 BS1660;UTM  17      - 3,526,825.265   373,122.334   MT  0.99979853   -0 42 29.9
 BS1660
 BS1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1660!SPC GA E     -   0.99999433  x   0.99990337  =   0.99989770
 BS1660!UTM  17      -   0.99999433  x   0.99979853  =   0.99979286
 BS1660
 BS1660:                Primary Azimuth Mark                     Grid Az
 BS1660:SPC GA E     -  BV 001 205 AZ MK                         291 51 18.1
 BS1660:UTM  17      -  BV 001 205 AZ MK                         292 28 16.0
 BS1660
 BS1660|---------------------------------------------------------------------|
 BS1660| PID    Reference Object                     Distance      Geod. Az  |
 BS1660|                                                           dddmmss.s |
 BS1660| BS1721 BV 001 205 AZ MK                    APPROX. 0.5 KM 2914546.1 |
 BS1660| BS1715 312 V                                99.586 METERS 30339     |
 BS1660|---------------------------------------------------------------------|
 BS1660
 BS1660                          SUPERSEDED SURVEY CONTROL
 BS1660
 BS1660  NAD 83(1986)-  31 52 12.48738(N)    082 20 28.73144(W) AD(       ) 1
 BS1660  NGVD 29 (12/08/88)   64.87   (m)          212.8    (f) LEVELING    3  
 BS1660
 BS1660.Superseded values are not recommended for survey control.
 BS1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1660.See file dsdata.txt to determine how the superseded data were derived.
 BS1660
 BS1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7312226825(NAD 83)
 BS1660_MARKER: DD = SURVEY DISK
 BS1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1660+STABILITY: SURFACE MOTION
 BS1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1660+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1986
 BS1660
 BS1660  HISTORY     - Date     Condition        Report By
 BS1660  HISTORY     - 1985     MONUMENTED       GADT
 BS1660  HISTORY     - 19861216 GOOD
 BS1660
 BS1660                          STATION DESCRIPTION
 BS1660
 BS1660'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1660'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 BS1660'EAST OF U.S. HIGHWAY 1,
 BS1660'7.4 KM (4.6 MI) SOUTH OF THE ALTAMAHA RIVER BRIDGE AND,
 BS1660'10.8 KM (6.7 MI) NORTH OF BAXLEY.
 BS1660'OWNERSHIP--COUNTY RIGHT OF WAY
 BS1660'
 BS1660'TO REACH THE STAION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1660'BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 1.1 KM (0.7 MI) TO A PAVED
 BS1660'CROSSROAD.  CONTINUE AHEAD FOR 3.5 KM (2.2 MI) TO A CEMETERY ON
 BS1660'RIGHT.  CONTINUE AHEAD FOR 6.4 KM (4.0 MI) TO THE CROSSING OF PAVED
 BS1660'COUNTY ROAD S 1824, COUNTY ROAD 538.  TURN RIGHT, EAST, FOR
 BS1660'1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT JUST EAST OF A HIGH
 BS1660'TENSION EASEMENT CROSSING.
 BS1660'
 BS1660'THE STATION IS A STANDARD GADT DISK
 BS1660'STAMPED---001-205 1985---,
 BS1660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1660'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1660'28.9 METERS (94.8 FT) SOUTHWEST FROM A TELEPHONE BOX ACROSS THE
 BS1660'ROAD,
 BS1660'26.8 METERS (88.0 FT) WEST-SOUTHWEST FROM A BLACK MAIL BOX,
 BS1660'11.7 METERS (38.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 BS1660'ROAD,
 BS1660'1.07 METERS (3.5 FT) NORTH FROM A METAL WITNESS POST.
 BS1660'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1660'STAMPED---001-205 1985---,
 BS1660'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1660'
 BS1660'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1660'STAMPED---001-205 1985 AZ MK---,
 BS1660'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1660'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1660'13.8 METERS (45.2 FT) WEST-NORTHWEST FROM A POWER POLE,
 BS1660'11.4 METERS (37.5 FT) EAST FROM A SILVER MAIL BOX,
 BS1660'4.8 METERS (15.8 FT) NORTH FROM THE CENTER OF THE ROAD AND
 BS1660'1.73 METERS (5.7 FT) SOUTH-SOUTHEAST FROM A CENTER OF THE ROAD.
 BS1660'TO REACH THE AZIMUTH MARK FROM THE STATION,
 BS1660'GO WEST FOR 0.56 KM (0.35 MI) ON THE PAVED ROAD TO THE STATION ON
 BS1660'THE RIGHT.
 BS1660'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1660'STAMPED---001-205 1985 AZ MK---,
 BS1660'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1660'
 BS1660'DESCRIBED BY B. PUTZIGER.
 BS1660
 BS1660                          STATION RECOVERY (1986)
 BS1660
 BS1660'RECOVERED 1986
 BS1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1721 ***********************************************************************
 BS1721  DESIGNATION -  BV 001 205 AZ MK
 BS1721  PID         -  BS1721
 BS1721  STATE/COUNTY-  GA/APPLING
 BS1721  USGS QUAD   -  BAXLEY (1988)
 BS1721
 BS1721                         *CURRENT SURVEY CONTROL
 BS1721  ___________________________________________________________________
 BS1721* NAD 83(1994)-  31 52 18.85903(N)    082 20 47.46112(W)     ADJUSTED  
 BS1721* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 BS1721  ___________________________________________________________________
 BS1721  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 BS1721  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BS1721
 BS1721  HORZ ORDER  -  SECOND
 BS1721
 BS1721.The horizontal coordinates were established by classical geodetic methods
 BS1721.and adjusted by the National Geodetic Survey in September 1997..
 BS1721
 BS1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1721
 BS1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1721
 BS1721.The geoid height was determined by GEOID03.
 BS1721
 BS1721;                    North         East     Units Scale Factor Converg.
 BS1721;SPC GA E     -   207,528.514   182,983.484   MT  0.99990357   -0 05 41.9
 BS1721;SPC GA E     -   680,866.47    600,338.31   sFT  0.99990357   -0 05 41.9
 BS1721;UTM  17      - 3,527,027.853   372,632.544   MT  0.99980007   -0 42 39.9
 BS1721
 BS1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1721!SPC GA E     -   0.99999421  x   0.99990357  =   0.99989778
 BS1721!UTM  17      -   0.99999421  x   0.99980007  =   0.99979428
 BS1721
 BS1721                          SUPERSEDED SURVEY CONTROL
 BS1721
 BS1721  NAD 83(1986)-  31 52 18.86895(N)    082 20 47.46300(W) AD(       ) 2
 BS1721  NGVD 29 (06/19/89)   66.     (m)          217.     (f) VERT ANG       
 BS1721
 BS1721.Superseded values are not recommended for survey control.
 BS1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1721.See file dsdata.txt to determine how the superseded data were derived.
 BS1721
 BS1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR7263327028(NAD 83)
 BS1721_MARKER: DD = SURVEY DISK
 BS1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1721+STABILITY: SURFACE MOTION
 BS1721
 BS1721  HISTORY     - Date     Condition        Report By
 BS1721  HISTORY     - 1985     MONUMENTED       GADT
 BS1721
 BS1721                          STATION DESCRIPTION
 BS1721
 BS1721'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1721'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI)
 BS1721'EAST OF U.S. HIGHWAY 1,
 BS1721'7.4 KM (4.6 MI) SOUTH OF THE ALTAMAHA RIVER BRIDGE AND,
 BS1721'10.8 KM (6.7 MI) NORTH OF BAXLEY.
 BS1721'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1721'
 BS1721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1721'BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 1.1 KM (0.7 MI) TO A PAVED
 BS1721'CROSSROADS.  CONTINUE AHEAD FOR 3.5 KM (2.2 MI) TO A CEMETERY ON
 BS1721'THE RIGHT.  CONTINUE AHEAD FOR 6.4 KM (4.0 MI) TO THE CROSSING OF
 BS1721'COUNTY PAVED ROAD S 1824, COUNTY ROAD 538.  TURN RIGHT, EAST, FOR
 BS1721'0.9 KM (0.55 MI) TO THE STATION ON THE LEFT ACROSS THE ROAD FROM A
 BS1721'RED BRICK HOUSE.
 BS1721'
 BS1721'THE STATION IS A STANDARD GADT DISK
 BS1721'STAMPED---001-205 1985 AZ MK---,
 BS1721'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1721'13.8 METERS (45.2 FT) WEST-NORTHWEST FROOM A POWER POLE,
 BS1721'11.4 METERS (37.5 FT) EAST FROM A SILVER MAIL BOX,
 BS1721'4.8 METERS (15.8 FT) NORTH FROM THE CENTER OF THE ROAD AND,
 BS1721'1.73 METERS (5.7 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 BS1721'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1721'STAMPED---001-205 1985 AZ MK---,
 BS1721'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1721'
 BS1721'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1661 ***********************************************************************
 BS1661  DESIGNATION -  BV 001 206
 BS1661  PID         -  BS1661
 BS1661  STATE/COUNTY-  GA/APPLING
 BS1661  USGS QUAD   -  PINE GROVE (1988)
 BS1661
 BS1661                         *CURRENT SURVEY CONTROL
 BS1661  ___________________________________________________________________
 BS1661* NAD 83(1994)-  31 52 09.35801(N)    082 25 15.25982(W)     ADJUSTED  
 BS1661* NAVD 88     -        70.9    (meters)     233.     (feet)  VERTCON   
 BS1661  ___________________________________________________________________
 BS1661  X           -     715,101.800 (meters)                     COMP
 BS1661  Y           -  -5,374,396.304 (meters)                     COMP
 BS1661  Z           -   3,348,151.389 (meters)                     COMP
 BS1661  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 BS1661  ELLIP HEIGHT-          42.52  (meters)          (09/03/97) GPS OBS
 BS1661  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BS1661
 BS1661  HORZ ORDER  -  FIRST
 BS1661  ELLP ORDER  -  FOURTH    CLASS II
 BS1661
 BS1661.The horizontal coordinates were established by GPS observations
 BS1661.and adjusted by the National Geodetic Survey in September 1997..
 BS1661
 BS1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1661
 BS1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1661
 BS1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1661
 BS1661.The ellipsoidal height was determined by GPS observations
 BS1661.and is referenced to NAD 83.
 BS1661
 BS1661.The geoid height was determined by GEOID03.
 BS1661
 BS1661;                    North         East     Units Scale Factor Converg.
 BS1661;SPC GA E     -   207,249.977   175,944.519   MT  0.99990713   -0 08 03.2
 BS1661;SPC GA E     -   679,952.63    577,244.64   sFT  0.99990713   -0 08 03.2
 BS1661;UTM  17      - 3,526,825.040   365,591.652   MT  0.99982280   -0 45 01.2
 BS1661
 BS1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1661!SPC GA E     -   0.99999332  x   0.99990713  =   0.99990045
 BS1661!UTM  17      -   0.99999332  x   0.99982280  =   0.99981612
 BS1661
 BS1661                          SUPERSEDED SURVEY CONTROL
 BS1661
 BS1661  NAD 83(1986)-  31 52 09.37097(N)    082 25 15.26407(W) AD(       ) 1
 BS1661  NGVD 29 (12/08/88)   71.2    (m)          234.     (f) GPS OBS        
 BS1661
 BS1661.Superseded values are not recommended for survey control.
 BS1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1661.See file dsdata.txt to determine how the superseded data were derived.
 BS1661
 BS1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6559226825(NAD 83)
 BS1661_MARKER: DD = SURVEY DISK
 BS1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1661+STABILITY: SURFACE MOTION
 BS1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1661+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1986
 BS1661
 BS1661  HISTORY     - Date     Condition        Report By
 BS1661  HISTORY     - 1985     MONUMENTED       GADT
 BS1661  HISTORY     - 19861217 GOOD
 BS1661
 BS1661                          STATION DESCRIPTION
 BS1661
 BS1661'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1661'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI)
 BS1661'NORTHWEST OF BAXLEY,
 BS1661'10.6 KM (6.6 MI) SOUTHWEST OF THE HATCH NUCLEAR POWER PLANT,
 BS1661'6.1 KM (3.8 MI) WEST OF TTHE JUNCTION OF U.S. HIGHWAY 1 AND
 BS1661'COUNTY ROAD 538,
 BS1661'1.6 KM (1.0 MI) EAST OF THE JEFF DAVIS COUNTY LINE.
 BS1661'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1661'
 BS1661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1661'IN BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 1.1 KM (0.7 MI) TO A PAVED
 BS1661'CROSSROAD.  CONTINUE AHEAD FOR 3.5 KM (2.2 MI) TO A CEMETERY ON THE
 BS1661'RIGHT.  CONTINUE AHEAD FOR 6.4 KM (4.0 MI) TO THE CROSSING OF
 BS1661'COUNTY PAVED ROAD 538.  TURN LEFT FOR 4.5 KM (2.8 MI) TO A RAILWAY
 BS1661'CROSSING.  CONTINUE AHEAD FOR 1.8 KM (1.1 MI) TO A BRICK HOUSE ON
 BS1661'THE LEFT WITH AN ORNAMENTAL WELL IN FRONT AND THE STATION.
 BS1661'
 BS1661'THE STATION IS A STANDARD GADT DISK
 BS1661'STAMPED---001-206 1985---,
 BS1661'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1661'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1661'23.9 METERS (78.6 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 BS1661'HOUSE,
 BS1661'14.4 METERS (47.3 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 BS1661'13.5 METERS (44.3 FT) WEST-NORTHWEST FROM THE WELL TANK,
 BS1661'13.1 METERS (43.2 FT) NORTH FROM A POWER POLE,
 BS1661'6.0 METERS (20.0 FT) SOUTH-SOUTHWEST FROM THE WEST END OF A PIPE
 BS1661'CULVERT AND,
 BS1661'3.3 METERS (10.9 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BS1661'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1661'STAMPED---001-206 1985---,
 BS1661'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1661'
 BS1661'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1661'STAMPED---001-206 1985 AZ MK---,
 BS1661'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1661'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1661'17.9 METERS (58.5 FT) NORTH FROM A POWER POLE WITH TRANSFORMER,
 BS1661'10.1 METERS (33.2 FT) SOUTH-SOUTHEAST FROM A DOUBLE TELEPHONE BOX,
 BS1661'5.8 METERS (18.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BS1661'1.24 METERS (4.1 FT) EAST FROM A METAL WITNESS POST AND,
 BS1661'0.11 METERS (0.4 FT) EAST FROM THE JEFF DAVIS COUNTY LINE.
 BS1661'TO REACH THE AZIMUTH FROM THE STATION,
 BS1661'GO WEST FOR 1.0 KM (0.65 MI) ON THE PAVED ROAD TO THE STATION ON
 BS1661'THE RIGHT AT THE COUNTY LINE.
 BS1661'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1661'STAMPED---001-206 1985 AZ MK---,
 BS1661'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1661'
 BS1661'DESCRIBED BY B. PUTZIGER.
 BS1661
 BS1661                          STATION RECOVERY (1986)
 BS1661
 BS1661'RECOVERED 1986
 BS1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1722 ***********************************************************************
 BS1722  DESIGNATION -  BV 001 206 AZ MK
 BS1722  PID         -  BS1722
 BS1722  STATE/COUNTY-  GA/APPLING
 BS1722  USGS QUAD   -  PINE GROVE (1988)
 BS1722
 BS1722                         *CURRENT SURVEY CONTROL
 BS1722  ___________________________________________________________________
 BS1722* NAD 83(1994)-  31 52 13.44164(N)    082 25 52.89524(W)     ADJUSTED  
 BS1722* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 BS1722  ___________________________________________________________________
 BS1722  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 BS1722  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BS1722
 BS1722  HORZ ORDER  -  SECOND
 BS1722
 BS1722.The horizontal coordinates were established by classical geodetic methods
 BS1722.and adjusted by the National Geodetic Survey in September 1997..
 BS1722.No horizontal observational check was made to the station.
 BS1722
 BS1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1722
 BS1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1722
 BS1722.The geoid height was determined by GEOID03.
 BS1722
 BS1722;                    North         East     Units Scale Factor Converg.
 BS1722;SPC GA E     -   207,378.111   174,955.663   MT  0.99990773   -0 08 23.1
 BS1722;SPC GA E     -   680,373.02    574,000.37   sFT  0.99990773   -0 08 23.1
 BS1722;UTM  17      - 3,526,963.788   364,604.313   MT  0.99982609   -0 45 21.1
 BS1722
 BS1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1722!SPC GA E     -   0.99999323  x   0.99990773  =   0.99990096
 BS1722!UTM  17      -   0.99999323  x   0.99982609  =   0.99981932
 BS1722
 BS1722                          SUPERSEDED SURVEY CONTROL
 BS1722
 BS1722  NAD 83(1986)-  31 52 13.45537(N)    082 25 52.89938(W) AD(       ) 2
 BS1722  NGVD 29 (06/19/89)   72.     (m)          236.     (f) VERT ANG       
 BS1722
 BS1722.Superseded values are not recommended for survey control.
 BS1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1722.See file dsdata.txt to determine how the superseded data were derived.
 BS1722
 BS1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6460426964(NAD 83)
 BS1722_MARKER: DD = SURVEY DISK
 BS1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1722+STABILITY: SURFACE MOTION
 BS1722
 BS1722  HISTORY     - Date     Condition        Report By
 BS1722  HISTORY     - 1985     MONUMENTED       GADT
 BS1722
 BS1722                          STATION DESCRIPTION
 BS1722
 BS1722'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1722'THE STATION IS LOCATED ON THE APPLING/JEFF DAVIS COUNTY LINE
 BS1722'12.4 KM (7.7 MI) NORTHWEST OF BAXLEY AND 10.6 KM (6.6 MI) SOUTHWEST
 BS1722'OF THE HATCH NUCLEAR POWER PLANT.
 BS1722'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1722'
 BS1722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1722'BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 4.6 KM (2.9 MI) TO A CEMETERY
 BS1722'ON THE RIGHT.  CONTINUE AHEAD FOR 6.4 KM (4.0 MI) TO THE CROSSING
 BS1722'OF COUNTY PAVED ROAD 538.  TURN LEFT WEST FOR 4.5 KM (2.8 MI) TO A
 BS1722'RAILWAY CROSSING.  CONTINUE AHEAD FOR 2.8 KM (1.7 MI) TO THE COUNTY
 BS1722'LINE AND THE STATION ON THE RIGHT.
 BS1722'
 BS1722'THE STATION IS A STANDARD GADT DISK
 BS1722'STAMPED---001 206 1985 AZ MK---,
 BS1722'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1722'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1722'17.8 METERS (58.5 FT) NORTH FROM A POWER POLE WITH TRANSFORMER,
 BS1722'10.1 METERS (33.2 FT) SOUTH-SOUTHEAST FROM A DOUBLE TELEPHONE BOX,
 BS1722'5.8 METERS (18.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BS1722'1.24 METERS (4.1 FT) EAST FROM A METAL WITNESS POST AND,
 BS1722'0.11 METERS (0.4 FT) EAST FROM THE JEFF DAVIS COUNTY LINE.
 BS1722'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1722'STAMPED---001-206 1985 AZ MK---,
 BS1722'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1722'
 BS1722'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1662 ***********************************************************************
 BS1662  DESIGNATION -  BV 001 207
 BS1662  PID         -  BS1662
 BS1662  STATE/COUNTY-  GA/APPLING
 BS1662  USGS QUAD   -  PINE GROVE (1988)
 BS1662
 BS1662                         *CURRENT SURVEY CONTROL
 BS1662  ___________________________________________________________________
 BS1662* NAD 83(1994)-  31 50 06.08420(N)    082 22 59.20770(W)     ADJUSTED  
 BS1662* NAVD 88     -        59.3    (meters)     195.     (feet)  VERTCON   
 BS1662  ___________________________________________________________________
 BS1662  X           -     718,910.888 (meters)                     COMP
 BS1662  Y           -  -5,375,899.812 (meters)                     COMP
 BS1662  Z           -   3,344,920.058 (meters)                     COMP
 BS1662  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 BS1662  ELLIP HEIGHT-          30.94  (meters)          (09/03/97) GPS OBS
 BS1662  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BS1662
 BS1662  HORZ ORDER  -  FIRST
 BS1662  ELLP ORDER  -  FOURTH    CLASS II
 BS1662
 BS1662.The horizontal coordinates were established by GPS observations
 BS1662.and adjusted by the National Geodetic Survey in September 1997..
 BS1662
 BS1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1662
 BS1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1662
 BS1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1662
 BS1662.The ellipsoidal height was determined by GPS observations
 BS1662.and is referenced to NAD 83.
 BS1662
 BS1662.The geoid height was determined by GEOID03.
 BS1662
 BS1662;                    North         East     Units Scale Factor Converg.
 BS1662;SPC GA E     -   203,445.612   179,512.773   MT  0.99990517   -0 06 51.0
 BS1662;SPC GA E     -   667,471.15    588,951.49   sFT  0.99990517   -0 06 51.0
 BS1662;UTM  17      - 3,522,982.888   369,118.498   MT  0.99981126   -0 43 46.8
 BS1662
 BS1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1662!SPC GA E     -   0.99999514  x   0.99990517  =   0.99990031
 BS1662!UTM  17      -   0.99999514  x   0.99981126  =   0.99980640
 BS1662
 BS1662                          SUPERSEDED SURVEY CONTROL
 BS1662
 BS1662  NAD 83(1986)-  31 50 06.09659(N)    082 22 59.21139(W) AD(       ) 1
 BS1662  NGVD 29 (12/08/88)   59.6    (m)          196.     (f) GPS OBS        
 BS1662
 BS1662.Superseded values are not recommended for survey control.
 BS1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1662.See file dsdata.txt to determine how the superseded data were derived.
 BS1662
 BS1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6911822983(NAD 83)
 BS1662_MARKER: DD = SURVEY DISK
 BS1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1662+STABILITY: SURFACE MOTION
 BS1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1662+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1986
 BS1662
 BS1662  HISTORY     - Date     Condition        Report By
 BS1662  HISTORY     - 1985     MONUMENTED       GADT
 BS1662  HISTORY     - 19861217 GOOD
 BS1662
 BS1662                          STATION DESCRIPTION
 BS1662
 BS1662'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1662'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 BS1662'NORTHWEST OF BAXLEY,
 BS1662'11.6 KM (7.2 MI) SOUTH OF THE ALTAMAHA RIVER AND,
 BS1662'19.3 KM (12.0 MI) EAST OF HAZLEHURST.
 BS1662'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1662'
 BS1662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341 IN
 BS1662'BAXLEY GO NORTH ON U.S. HIGHWAY 1 FOR 1.6 KM (1.0 MI) TO A PAVED Y
 BS1662'ROAD LEFT, COUNTY ROAD 1.  BEAR LEFT FOR 5.1 KM (3.2 MI) TO COUNTY
 BS1662'ROAD 19 ON THE RIGHT AT THE MIDWAY BAPTIST CHURCH SIGN.
 BS1662'CONTINUE AHEAD STILL ON COUNTY ROAD 1 FOR 0.6 KM (0.4 MI) TO SOON
 BS1662'TO BE PAVED COUNTY ROAD 20 ON THE RIGHT AND THE STATION AT AN OFF
 BS1662'WHITE HOUSE WITH A HOUSE TRAILER BETWEEN IT AND COUNTY ROAD 20.
 BS1662'
 BS1662'THE STATION IS A STANDARD GADT DISK
 BS1662'STAMPED---001-207 1985---,
 BS1662'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1662'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1662'17.5 METERS (57.6 FT) WEST FROM A POWER POLE WITH TRANSFORMER,
 BS1662'16.0 METERS (52.6 FT) SOUTHEAST FROM A TELEPHONE BOX,    RMER,
 BS1662'14.7 METERS (48.3 FT) NORTHEAST FROM THE CENTERLINDE OF COUNTYU ROAD
 BS1662'1,
 BS1662'5 METERS (18 FT) NORTHWEST FROM THE NOW SAND ROAD AND,
 BS1662'2.2 METERS (7.3 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BS1662'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1662'STAMPED---001-207 1985---,
 BS1662'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1662'
 BS1662'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1662'STAMPED---001-207 1985 AZ MK---,
 BS1662'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1662'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BS1662'18.4 METERS (60.6 FT) WEST-SOUTHWEST FROM A POWER POLE,
 BS1662'15.2 METERS (50.0 FT) EAST-SOUTHEAST FROM A STOP SIGN FOR THE SAND
 BS1662'ROAD,
 BS1662'5.6 METERS (18.4 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF COUNY
 BS1662'ROAD 1 AND,
 BS1662'1.1 METERS (3.8 FT) NORTHWEST FROM A METAL WITNESS POST.
 BS1662'TO REACH THE AZIMUTH FROM THE STATION,
 BS1662'GO SOUTHEAST FOR 0.6 KM (0.4 MI) ON COUNTY ROAD 1 PASSING COUNTY
 BS1662'SAND ROAD 35 ON THE RIGHT AND THE STATION ON THE RIGHT IN THE
 BS1662'APPROXIMATE EXTENDED CENTER OF COUNTY PAVED ROAD 19 ON THE LEFT.
 BS1662'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1662'STAMPED---001-207 1985 AZ MK---,
 BS1662'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1662'
 BS1662'DESCRIBED BY B. PUTZIGER.
 BS1662
 BS1662                          STATION RECOVERY (1986)
 BS1662
 BS1662'RECOVERED 1986
 BS1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1723 ***********************************************************************
 BS1723  DESIGNATION -  BV 001 207 AZ MK
 BS1723  PID         -  BS1723
 BS1723  STATE/COUNTY-  GA/APPLING
 BS1723  USGS QUAD   -  PINE GROVE (1988)
 BS1723
 BS1723                         *CURRENT SURVEY CONTROL
 BS1723  ___________________________________________________________________
 BS1723* NAD 83(1994)-  31 49 48.13946(N)    082 22 48.40186(W)     ADJUSTED  
 BS1723* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 BS1723  ___________________________________________________________________
 BS1723  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 BS1723  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BS1723
 BS1723  HORZ ORDER  -  SECOND
 BS1723
 BS1723.The horizontal coordinates were established by classical geodetic methods
 BS1723.and adjusted by the National Geodetic Survey in September 1997..
 BS1723.No horizontal observational check was made to the station.
 BS1723
 BS1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1723
 BS1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1723
 BS1723.The geoid height was determined by GEOID03.
 BS1723
 BS1723;                    North         East     Units Scale Factor Converg.
 BS1723;SPC GA E     -   202,892.386   179,795.798   MT  0.99990503   -0 06 45.3
 BS1723;SPC GA E     -   665,656.10    589,880.05   sFT  0.99990503   -0 06 45.3
 BS1723;UTM  17      - 3,522,426.706   369,395.539   MT  0.99981037   -0 43 40.7
 BS1723
 BS1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1723!SPC GA E     -   0.99999474  x   0.99990503  =   0.99989977
 BS1723!UTM  17      -   0.99999474  x   0.99981037  =   0.99980511
 BS1723
 BS1723                          SUPERSEDED SURVEY CONTROL
 BS1723
 BS1723  NAD 83(1986)-  31 49 48.15162(N)    082 22 48.40613(W) AD(       ) 2
 BS1723  NGVD 29 (06/19/89)   62.     (m)          203.     (f) VERT ANG       
 BS1723
 BS1723.Superseded values are not recommended for survey control.
 BS1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1723.See file dsdata.txt to determine how the superseded data were derived.
 BS1723
 BS1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6939622427(NAD 83)
 BS1723_MARKER: DD = SURVEY DISK
 BS1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1723+STABILITY: SURFACE MOTION
 BS1723
 BS1723  HISTORY     - Date     Condition        Report By
 BS1723  HISTORY     - 1985     MONUMENTED       GADT
 BS1723
 BS1723                          STATION DESCRIPTION
 BS1723
 BS1723'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1723'THE STATION IS LOCATED ABOUT 6.5 KM (4.2 MI)
 BS1723'NORTHWEST OF BAXLEY,
 BS1723'11.6 KM (7.2 MI) SOUTH OF THE ALTAMAHA RIVER AND,
 BS1723'19.3 KM (12.0 MI) EAST OF HAZLEHURST.
 BS1723'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1723'
 BS1723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 341
 BS1723'IN BAXLEY, GO NORTH ON U.S. HIGHWAY 1 FOR 1.6 KM (1.0 MI) TO A
 BS1723'PAVED Y ROAD LEFT.  BEAR LEFT NOW ON COUNTY ROAD 1 FOR 5.1 KM
 BS1723'(3.2 MI) TO COUNTY PAVED ROAD 19 ON THE RIGHT AT THE MIDWAY BAPTIST
 BS1723'CHURCH SIGN AND THE STATION ON THE LEFT IN THE APPROXIMATE EXTENDED
 BS1723'CENTER OF COUNTY PAVED ROAD 19.
 BS1723'
 BS1723'THE STATION IS A STANDARD GADT DISK
 BS1723'STAMPED---001-207 1985 AZ MK---,
 BS1723'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1723'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 BS1723'18.4 METERS (60.6 FT) WEST-SOUTHWEST FROM A POWER POLE,
 BS1723'15.2 METERS (50.0 FT) EAST-SOUTHEAST FROM A STOP SIGN FOR A SAND
 BS1723'COMING FROM THE WEST,
 BS1723'5.6 METERS (18.4 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF COUNTY
 BS1723'ROAD 1 AND,
 BS1723'1.1 METERS (3.8 FT) NORTHWEST FROM A METAL WITNESS POST
 BS1723'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1723'STAMPED---001-207 1985 AZ MK---,
 BS1723'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1723'
 BS1723'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BS1723'
 BS1723'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1855 ***********************************************************************
 BT1855  DESIGNATION -  BV 004 200
 BT1855  PID         -  BT1855
 BT1855  STATE/COUNTY-  GA/BAKER
 BT1855  USGS QUAD   -  RED STORE CROSSROADS (1974)
 BT1855
 BT1855                         *CURRENT SURVEY CONTROL
 BT1855  ___________________________________________________________________
 BT1855* NAD 83(1994)-  31 26 05.13679(N)    084 16 34.86352(W)     ADJUSTED  
 BT1855* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 BT1855  ___________________________________________________________________
 BT1855  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BT1855  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT1855
 BT1855  HORZ ORDER  -  SECOND
 BT1855
 BT1855.The horizontal coordinates were established by classical geodetic methods
 BT1855.and adjusted by the National Geodetic Survey in September 1997..
 BT1855
 BT1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1855
 BT1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1855
 BT1855.The geoid height was determined by GEOID03.
 BT1855
 BT1855;                    North         East     Units Scale Factor Converg.
 BT1855;SPC GA W     -   159,053.485   689,573.547   MT  0.99990134   -0 03 25.9
 BT1855;SPC GA W     -   521,827.98  2,262,375.88   sFT  0.99990134   -0 03 25.9
 BT1855;UTM  16      - 3,480,996.368   758,873.700   MT  1.00042666   +1 25 16.5
 BT1855
 BT1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1855!SPC GA W     -   0.99999588  x   0.99990134  =   0.99989722
 BT1855!UTM  16      -   0.99999588  x   1.00042666  =   1.00042253
 BT1855
 BT1855:                Primary Azimuth Mark                     Grid Az
 BT1855:SPC GA W     -  BV 004 200 AZ MK                         040 48 47.8
 BT1855:UTM  16      -  BV 004 200 AZ MK                         039 20 05.4
 BT1855
 BT1855|---------------------------------------------------------------------|
 BT1855| PID    Reference Object                     Distance      Geod. Az  |
 BT1855|                                                           dddmmss.s |
 BT1855| CY8366 BV 004 200 AZ MK                                   0404521.9 |
 BT1855| BT1853 BV 004 200 GADT 1973 PTA             10.517 METERS 07959     |
 BT1855|---------------------------------------------------------------------|
 BT1855
 BT1855                          SUPERSEDED SURVEY CONTROL
 BT1855
 BT1855  NAD 83(1986)-  31 26 05.14288(N)    084 16 34.87045(W) AD(       ) 2
 BT1855  NAD 27      -  31 26 04.50590(N)    084 16 35.19070(W) AD(       ) 2
 BT1855  NGVD 29 (07/19/86)   53.6    (m)          176.     (f) VERT ANG       
 BT1855
 BT1855.Superseded values are not recommended for survey control.
 BT1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1855.See file dsdata.txt to determine how the superseded data were derived.
 BT1855
 BT1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5887480996(NAD 83)
 BT1855_MARKER: DD = SURVEY DISK
 BT1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1855
 BT1855  HISTORY     - Date     Condition        Report By
 BT1855  HISTORY     - 1973     MONUMENTED       GADT
 BT1855
 BT1855                          STATION DESCRIPTION
 BT1855
 BT1855'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1855'THE STATION IS ABOUT 10.1 MILES SOUTH AND 5.7 MILES WEST OF
 BT1855'ALBANY, 4.1 MILES NORTH AND 6.7 MILES WEST OF BACONTON AND 3.5
 BT1855'MILES EAST OF NEWTON.
 BT1855'
 BT1855'TO REACH THE STATION FROM THE JUNCTION OF SLAPPY DRIVE AND STATE
 BT1855'HIGHWAY 91 IN ALBANY, GO SOUTH ON HIGHWAY 91 FOR 9.35 MILES TO
 BT1855'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY 91 FOR
 BT1855'0.4 MILE TO THE STATION ON THE RIGHT.
 BT1855'
 BT1855'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT OF
 BT1855'TRANSPORTATION, STAMPED 004-200.  THE SURFACE DISK IS SET IN THE
 BT1855'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1855'WITH THE GROUND.  IT IS 4.0 FEET NORTH OF A WITNESS POST, 7.0
 BT1855'FEET SOUTHEAST OF A FENCE AND 45.5 FEET NORTHWEST OF THE CENTER
 BT1855'OF STATE HIGHWAY 91.  THE UNDERGROUND DISK IS SET IN AN
 BT1855'IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE OF THE
 BT1855'GROUND.
 BT1855'
 BT1855'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1855'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1855'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1855'IS 120.0 FEET SOUTHEAST OF A POWER LINE POLE, 52.2 FEET NORTHWEST
 BT1855'OF AN 18-INCH PECAN TREE, 36.0 FEET SOUTHEAST OF THE CENTER OF
 BT1855'STATE HIGHWAY 91 AND 28.2 FEET SOUTHWEST OF A 12-INCH PECAN
 BT1855'TREE.
 BT1855'
 BT1855'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1886 ***********************************************************************
 BT1886  DESIGNATION -  BV 004 201
 BT1886  PID         -  BT1886
 BT1886  STATE/COUNTY-  GA/BAKER
 BT1886  USGS QUAD   -  BERMUDA (1974)
 BT1886
 BT1886                         *CURRENT SURVEY CONTROL
 BT1886  ___________________________________________________________________
 BT1886* NAD 83(1994)-  31 24 03.54244(N)    084 28 54.73508(W)     ADJUSTED  
 BT1886* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 BT1886  ___________________________________________________________________
 BT1886  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BT1886  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BT1886
 BT1886  HORZ ORDER  -  SECOND
 BT1886
 BT1886.The horizontal coordinates were established by classical geodetic methods
 BT1886.and adjusted by the National Geodetic Survey in September 1997..
 BT1886
 BT1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1886
 BT1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1886
 BT1886.The geoid height was determined by GEOID03.
 BT1886
 BT1886;                    North         East     Units Scale Factor Converg.
 BT1886;SPC GA W     -   155,346.619   670,026.285   MT  0.99991108   -0 09 51.2
 BT1886;SPC GA W     -   509,666.37  2,198,244.57   sFT  0.99991108   -0 09 51.2
 BT1886;UTM  16      - 3,476,784.728   739,419.569   MT  1.00030707   +1 18 45.5
 BT1886
 BT1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1886!SPC GA W     -   0.99999588  x   0.99991108  =   0.99990696
 BT1886!UTM  16      -   0.99999588  x   1.00030707  =   1.00030295
 BT1886
 BT1886:                Primary Azimuth Mark                     Grid Az
 BT1886:SPC GA W     -  BV 004 201 AZ MK                         002 31 43.7
 BT1886:UTM  16      -  BV 004 201 AZ MK                         001 03 07.0
 BT1886
 BT1886|---------------------------------------------------------------------|
 BT1886| PID    Reference Object                     Distance      Geod. Az  |
 BT1886|                                                           dddmmss.s |
 BT1886| CY8367 BV 004 201 AZ MK                                   0022152.5 |
 BT1886| BT1885 BV 004 201 GADT 1973 PTA             11.976 METERS 03924     |
 BT1886|---------------------------------------------------------------------|
 BT1886
 BT1886                          SUPERSEDED SURVEY CONTROL
 BT1886
 BT1886  NAD 83(1986)-  31 24 03.54974(N)    084 28 54.73918(W) AD(       ) 2
 BT1886  NAD 27      -  31 24 02.91039(N)    084 28 55.05532(W) AD(       ) 2
 BT1886  NGVD 29 (07/19/86)   53.6    (m)          176.     (f) VERT ANG       
 BT1886
 BT1886.Superseded values are not recommended for survey control.
 BT1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1886.See file dsdata.txt to determine how the superseded data were derived.
 BT1886
 BT1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3942076785(NAD 83)
 BT1886_MARKER: DD = SURVEY DISK
 BT1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1886
 BT1886  HISTORY     - Date     Condition        Report By
 BT1886  HISTORY     - 1973     MONUMENTED       GADT
 BT1886
 BT1886                          STATION DESCRIPTION
 BT1886
 BT1886'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1886'THE STATION IS ABOUT 5.5 MILES SOUTH AND 1.7 MILES EAST OF LEARY,
 BT1886'6.8 MILES SOUTH AND 9.6 MILES WEST OF PRETORIA, 6.2 MILES NORTH
 BT1886'AND 8.5 MILES WEST OF NEWTON.
 BT1886'
 BT1886'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 216 AND
 BT1886'37 IN ELMODEL, GO WEST ON HIGHWAY 37 FOR 3.3 MILES TO THE STATION
 BT1886'ON THE LEFT.
 BT1886'
 BT1886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 BT1886'HIGHWAY 37 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 BT1886'
 BT1886'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1886'OF TRANSPORTATION, STAMPED 004-201.  THE SURFACE DISK IS SET IN
 BT1886'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1886'WITH THE GROUND.  IT IS 3.0 FEET EAST OF A WITNESS POST, 52.0
 BT1886'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 37 AND 107.0 FEET
 BT1886'SOUTH OF A POWER LINE POLE.  THE UNDERGROUND DISK IS SET IN AN
 BT1886'IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE OF THE
 BT1886'GROUND.
 BT1886'
 BT1886'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1886'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1886'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1886'IS 25.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY 37, 78.0 FEET
 BT1886'EAST OF A POWER LINE POLE AND 41.0 FEET NORTH OF A CONCRETE POLE.
 BT1886'
 BT1886'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1879 ***********************************************************************
 BT1879  DESIGNATION -  BV 004 202
 BT1879  PID         -  BT1879
 BT1879  STATE/COUNTY-  GA/BAKER
 BT1879  USGS QUAD   -  BERMUDA (1974)
 BT1879
 BT1879                         *CURRENT SURVEY CONTROL
 BT1879  ___________________________________________________________________
 BT1879* NAD 83(1994)-  31 22 54.60914(N)    084 27 38.94834(W)     ADJUSTED  
 BT1879* NAVD 88     -        49.9    (meters)     164.     (feet)  VERTCON   
 BT1879  ___________________________________________________________________
 BT1879  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BT1879  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BT1879
 BT1879  HORZ ORDER  -  SECOND
 BT1879
 BT1879.The horizontal coordinates were established by classical geodetic methods
 BT1879.and adjusted by the National Geodetic Survey in September 1997..
 BT1879
 BT1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1879
 BT1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1879
 BT1879.The geoid height was determined by GEOID03.
 BT1879
 BT1879;                    North         East     Units Scale Factor Converg.
 BT1879;SPC GA W     -   153,218.199   672,022.503   MT  0.99990965   -0 09 11.4
 BT1879;SPC GA W     -   502,683.37  2,204,793.83   sFT  0.99990965   -0 09 11.4
 BT1879;UTM  16      - 3,474,707.613   741,470.791   MT  1.00031924   +1 19 22.4
 BT1879
 BT1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1879!SPC GA W     -   0.99999645  x   0.99990965  =   0.99990610
 BT1879!UTM  16      -   0.99999645  x   1.00031924  =   1.00031569
 BT1879
 BT1879:                Primary Azimuth Mark                     Grid Az
 BT1879:SPC GA W     -  BV 004 202 AZ MK                         183 33 11.7
 BT1879:UTM  16      -  BV 004 202 AZ MK                         182 04 37.9
 BT1879
 BT1879|---------------------------------------------------------------------|
 BT1879| PID    Reference Object                     Distance      Geod. Az  |
 BT1879|                                                           dddmmss.s |
 BT1879| CY8368 BV 004 202 AZ MK                                   1832400.3 |
 BT1879| BT1881 BV 004 202 GADT 1973 PTA             17.311 METERS 19404     |
 BT1879|---------------------------------------------------------------------|
 BT1879
 BT1879                          SUPERSEDED SURVEY CONTROL
 BT1879
 BT1879  NAD 83(1986)-  31 22 54.61626(N)    084 27 38.95257(W) AD(       ) 2
 BT1879  NAD 27      -  31 22 53.97471(N)    084 27 39.27117(W) AD(       ) 2
 BT1879  NGVD 29 (07/19/86)   50.0    (m)          164.     (f) VERT ANG       
 BT1879
 BT1879.Superseded values are not recommended for survey control.
 BT1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1879.See file dsdata.txt to determine how the superseded data were derived.
 BT1879
 BT1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4147174708(NAD 83)
 BT1879_MARKER: DD = SURVEY DISK
 BT1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1879
 BT1879  HISTORY     - Date     Condition        Report By
 BT1879  HISTORY     - 1973     MONUMENTED       GADT
 BT1879
 BT1879                          STATION DESCRIPTION
 BT1879
 BT1879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1879'THE STATION IS ABOUT 7.1 MILES SOUTH AND 3.0 MILES EAST OF LEARY,
 BT1879'5.6 MILES SOUTH AND 8.1 MILES EAST OF WILLIAMSBURG, 10.7 MILES
 BT1879'SOUTH AND 8.2 MILES EAST OF MORGAN.
 BT1879'
 BT1879'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1879'COUNTY ROAD 30 IN ELMODEL, GO NORTH ON ROAD 30 FOR 2.45 MILES
 BT1879'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON ROAD 30 FOR
 BT1879'0.3 MILE TO THE STATION ON THE RIGHT.
 BT1879'
 BT1879'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1879'OF TRANSPORTATION, STAMPED 004-202.  THE SURFACE DISK IS SET IN
 BT1879'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1879'FLUSH WITH THE GROUND.  IT IS 3.8 FEET SOUTH OF A WITNESS POST,
 BT1879'11.4 FEET WEST OF A FENCE AND 31.0 FEET EAST OF THE CENTER OF
 BT1879'COUNTY ROAD 30.
 BT1879'
 BT1879'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1879'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1879'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1879'GROUND.  IT IS 107.0 FEET NORTH OF A POWER LINE POLE, 37.1 FEET
 BT1879'EAST OF THE CENTER OF COUNTY ROAD 30 AND 3.6 FEET WEST OF A
 BT1879'FENCE.
 BT1879'
 BT1879'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1902 ***********************************************************************
 BT1902  DESIGNATION -  BV 004 203
 BT1902  PID         -  BT1902
 BT1902  STATE/COUNTY-  GA/BAKER
 BT1902  USGS QUAD   -  BETHANY (1974)
 BT1902
 BT1902                         *CURRENT SURVEY CONTROL
 BT1902  ___________________________________________________________________
 BT1902* NAD 83(1994)-  31 21 53.62112(N)    084 31 07.42189(W)     ADJUSTED  
 BT1902* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 BT1902  ___________________________________________________________________
 BT1902  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BT1902  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BT1902
 BT1902  HORZ ORDER  -  SECOND
 BT1902
 BT1902.The horizontal coordinates were established by classical geodetic methods
 BT1902.and adjusted by the National Geodetic Survey in September 1997..
 BT1902
 BT1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1902
 BT1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1902
 BT1902.The geoid height was determined by GEOID03.
 BT1902
 BT1902;                    North         East     Units Scale Factor Converg.
 BT1902;SPC GA W     -   151,356.183   666,508.578   MT  0.99991383   -0 10 59.7
 BT1902;SPC GA W     -   496,574.41  2,186,703.56   sFT  0.99991383   -0 10 59.7
 BT1902;UTM  16      - 3,472,703.432   736,004.508   MT  1.00028705   +1 17 31.4
 BT1902
 BT1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1902!SPC GA W     -   0.99999546  x   0.99991383  =   0.99990929
 BT1902!UTM  16      -   0.99999546  x   1.00028705  =   1.00028251
 BT1902
 BT1902|---------------------------------------------------------------------|
 BT1902| PID    Reference Object                     Distance      Geod. Az  |
 BT1902|                                                           dddmmss.s |
 BT1902| BT1903 BV 004 203 GADT 1973 PTA              8.688 METERS 11054     |
 BT1902| CY8369 BV 004 203 AZ MK                                   1710707.8 |
 BT1902|---------------------------------------------------------------------|
 BT1902
 BT1902                          SUPERSEDED SURVEY CONTROL
 BT1902
 BT1902  NAD 83(1994)-  31 21 53.62852(N)    084 31 07.42614(W) AD(       ) 2
 BT1902  NAD 83(1986)-  31 21 53.62851(N)    084 31 07.42611(W) AD(       ) 2
 BT1902  NAD 27      -  31 21 52.98605(N)    084 31 07.73937(W) AD(       ) 2
 BT1902  NGVD 29 (07/19/86)   56.3    (m)          185.     (f) VERT ANG       
 BT1902
 BT1902.Superseded values are not recommended for survey control.
 BT1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1902.See file dsdata.txt to determine how the superseded data were derived.
 BT1902
 BT1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3600572703(NAD 83)
 BT1902_MARKER: DD = SURVEY DISK
 BT1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1902
 BT1902  HISTORY     - Date     Condition        Report By
 BT1902  HISTORY     - 1973     MONUMENTED       GADT
 BT1902
 BT1902                          STATION DESCRIPTION
 BT1902
 BT1902'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1902'THE STATION IS ABOUT 8.1 MILES SOUTH AND 0.4 MILE WEST OF LEARY,
 BT1902'10.8 MILES WEST AND 3.2 MILES NORTH OF NEWTON, 17.2 MILES WEST
 BT1902'AND 8.8 MILES NORTH OF CAMILLA.
 BT1902'
 BT1902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND
 BT1902'216 IN ELMODEL, GO WEST ON HIGHWAY 216 FOR 2.1 MILES TO THE
 BT1902'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON HIGHWAY 216 FOR 0.25
 BT1902'MILE TO THE PRIVATE DRIVE OF THOMAS RENTZ ON THE RIGHT.  TURN
 BT1902'RIGHT AND GO NORTH ON DRIVEWAY FOR 0.1 MILE TO THE END OF
 BT1902'DRIVEWAY AND THE STATION JUST EAST OF A HOUSE.
 BT1902'
 BT1902'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1902'OF TRANSPORTATION, STAMPED 004-203.  THE SURFACE DISK IS SET
 BT1902'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1902'FLUSH WITH THE GROUND.  IT IS 13.9 FEET SOUTH OF A WITNESS POST,
 BT1902'20.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE AND
 BT1902'29.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF ANOTHER FRAME
 BT1902'HOUSE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1902'CONCRETE 1.66 FEET BELOW THE SURFACE OF THE GROUND.
 BT1902'
 BT1902'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1902'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1902'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1902'IS 35.0 FEET SOUTH OF THE CENTER OF COUNTY ROAD 216, 9.5 FEET
 BT1902'NORTH OF A FENCE AND 97.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BT1902'OF A FRAME HOUSE.
 BT1902'
 BT1902'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1876 ***********************************************************************
 BT1876  DESIGNATION -  BV 004 204
 BT1876  PID         -  BT1876
 BT1876  STATE/COUNTY-  GA/BAKER
 BT1876  USGS QUAD   -  BERMUDA (1974)
 BT1876
 BT1876                         *CURRENT SURVEY CONTROL
 BT1876  ___________________________________________________________________
 BT1876* NAD 83(1994)-  31 25 18.40222(N)    084 25 51.58859(W)     ADJUSTED  
 BT1876* NAVD 88     -        55.0    (meters)     180.     (feet)  VERTCON   
 BT1876  ___________________________________________________________________
 BT1876  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BT1876  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT1876
 BT1876  HORZ ORDER  -  SECOND
 BT1876
 BT1876.The horizontal coordinates were established by classical geodetic methods
 BT1876.and adjusted by the National Geodetic Survey in September 1997..
 BT1876
 BT1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1876
 BT1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1876
 BT1876.The geoid height was determined by GEOID03.
 BT1876
 BT1876;                    North         East     Units Scale Factor Converg.
 BT1876;SPC GA W     -   157,639.262   674,869.610   MT  0.99990779   -0 08 16.1
 BT1876;SPC GA W     -   517,188.15  2,214,134.71   sFT  0.99990779   -0 08 16.1
 BT1876;UTM  16      - 3,479,202.471   744,204.147   MT  1.00033561   +1 20 23.9
 BT1876
 BT1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1876!SPC GA W     -   0.99999564  x   0.99990779  =   0.99990343
 BT1876!UTM  16      -   0.99999564  x   1.00033561  =   1.00033125
 BT1876
 BT1876:                Primary Azimuth Mark                     Grid Az
 BT1876:SPC GA W     -  BV 004 204 AZ MK                         015 37 32.1
 BT1876:UTM  16      -  BV 004 204 AZ MK                         014 08 52.1
 BT1876
 BT1876|---------------------------------------------------------------------|
 BT1876| PID    Reference Object                     Distance      Geod. Az  |
 BT1876|                                                           dddmmss.s |
 BT1876| CY8370 BV 004 204 AZ MK                                   0152916.0 |
 BT1876| BT1888 BV 004 204 GADT 1973 PTA             22.179 METERS 35023     |
 BT1876|---------------------------------------------------------------------|
 BT1876
 BT1876                          SUPERSEDED SURVEY CONTROL
 BT1876
 BT1876  NAD 83(1986)-  31 25 18.40906(N)    084 25 51.59299(W) AD(       ) 2
 BT1876  NAD 27      -  31 25 17.77395(N)    084 25 51.91039(W) AD(       ) 2
 BT1876  NGVD 29 (07/19/86)   55.1    (m)          181.     (f) VERT ANG       
 BT1876
 BT1876.Superseded values are not recommended for survey control.
 BT1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1876.See file dsdata.txt to determine how the superseded data were derived.
 BT1876
 BT1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4420479202(NAD 83)
 BT1876_MARKER: DD = SURVEY DISK
 BT1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1876
 BT1876  HISTORY     - Date     Condition        Report By
 BT1876  HISTORY     - 1973     MONUMENTED       GADT
 BT1876
 BT1876                          STATION DESCRIPTION
 BT1876
 BT1876'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1876'THE STATION IS ABOUT 4.6 MILES SOUTH AND 4.7 MILES EAST OF LEARY,
 BT1876'5.7 MILES SOUTH AND 6.4 MILES WEST OF PRETORIA, 7.4 MILES NORTH
 BT1876'AND 5.2 MILES WEST OF NEWTON.
 BT1876'
 BT1876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1876'COUNTY ROAD 30 IN ELMODEL, GO NORTH ON ROAD 30 FOR 3.15 MILES TO
 BT1876'THE JUNCTION WITH COUNTY ROAD S-1930.  TURN RIGHT AND GO EAST
 BT1876'ON ROAD S-1930 FOR 1.4 MILES TO CHICKASAWHATCHEE ROAD (DIRT ROAD)
 BT1876'ON THE LEFT.  TURN LEFT AND GO NORTH ON CHICKASAWHATCHEE ROAD FOR
 BT1876'2.55 MILES TO THE STATION ON THE RIGHT.
 BT1876'
 BT1876'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON
 BT1876'CHICKASAWHATCHEE ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1876'
 BT1876'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1876'OF TRANSPORTATION, STAMPED 004-204.  THE SURFACE DISK IS SET IN
 BT1876'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1876'WITH THE GROUND.  IT IS 3.3 FEET WEST OF A WITNESS POST, 19.0
 BT1876'FEET EAST OF THE CENTER OF CHICKASAWHATCHEE ROAD AND 5.0 FEET
 BT1876'NORTH OF A 10-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN
 BT1876'IRREGULAR MASS OF CONCRETE 1.9 FEET BELOW THE GROUND
 BT1876'SURFACE.
 BT1876'
 BT1876'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1876'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1876'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1876'GROUND.  IT IS 185.0 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 BT1876'OF CHICKASAWHATCHEE ROAD AND A WOOD ROAD, 10.0 FEET EAST OF THE
 BT1876'CENTER OF CHICKASAWHATCHEE ROAD AND 8.0 WEST OF THE WEST EDGE OF
 BT1876'A ROW OF PINE TREES.
 BT1876'
 BT1876'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1905 ***********************************************************************
 BT1905  DESIGNATION -  BV 004 205
 BT1905  PID         -  BT1905
 BT1905  STATE/COUNTY-  GA/BAKER
 BT1905  USGS QUAD   -  BETHANY (1974)
 BT1905
 BT1905                         *CURRENT SURVEY CONTROL
 BT1905  ___________________________________________________________________
 BT1905* NAD 83(1994)-  31 17 15.11872(N)    084 34 33.16260(W)     ADJUSTED  
 BT1905* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 BT1905  ___________________________________________________________________
 BT1905  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BT1905  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT1905
 BT1905  HORZ ORDER  -  SECOND
 BT1905
 BT1905.The horizontal coordinates were established by classical geodetic methods
 BT1905.and adjusted by the National Geodetic Survey in September 1997..
 BT1905
 BT1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1905
 BT1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1905
 BT1905.The geoid height was determined by GEOID03.
 BT1905
 BT1905;                    North         East     Units Scale Factor Converg.
 BT1905;SPC GA W     -   142,798.245   661,040.024   MT  0.99991872   -0 12 45.1
 BT1905;SPC GA W     -   468,497.24  2,168,762.15   sFT  0.99991872   -0 12 45.1
 BT1905;UTM  16      - 3,464,004.595   730,755.985   MT  1.00025683   +1 15 34.1
 BT1905
 BT1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1905!SPC GA W     -   0.99999571  x   0.99991872  =   0.99991443
 BT1905!UTM  16      -   0.99999571  x   1.00025683  =   1.00025254
 BT1905
 BT1905:                Primary Azimuth Mark                     Grid Az
 BT1905:SPC GA W     -  BV 004 205 AZ MK                         117 56 35.7
 BT1905:UTM  16      -  BV 004 205 AZ MK                         116 28 16.5
 BT1905
 BT1905|---------------------------------------------------------------------|
 BT1905| PID    Reference Object                     Distance      Geod. Az  |
 BT1905|                                                           dddmmss.s |
 BT1905| CY8371 BV 004 205 AZ MK                                   1174350.6 |
 BT1905| BT1904 BV 004 205 GADT 1973 PTA             11.429 METERS 32232     |
 BT1905|---------------------------------------------------------------------|
 BT1905
 BT1905                          SUPERSEDED SURVEY CONTROL
 BT1905
 BT1905  NAD 83(1994)-  31 17 15.12664(N)    084 34 33.16701(W) AD(       ) 2
 BT1905  NAD 83(1986)-  31 17 15.12663(N)    084 34 33.16681(W) AD(       ) 2
 BT1905  NAD 27      -  31 17 14.47764(N)    084 34 33.47448(W) AD(       ) 2
 BT1905  NGVD 29 (07/19/86)   54.8    (m)          180.     (f) VERT ANG       
 BT1905
 BT1905.Superseded values are not recommended for survey control.
 BT1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1905.See file dsdata.txt to determine how the superseded data were derived.
 BT1905
 BT1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3075664005(NAD 83)
 BT1905_MARKER: DD = SURVEY DISK
 BT1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1905
 BT1905  HISTORY     - Date     Condition        Report By
 BT1905  HISTORY     - 1973     MONUMENTED       GADT
 BT1905
 BT1905                          STATION DESCRIPTION
 BT1905
 BT1905'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1905'THE STATION IS ABOUT 12.3 MILES SOUTH AND 1.7 MILES EAST OF
 BT1905'WILLIAMSBURG, 13.5 MILES SOUTH AND 3.5 MILES WEST OF LEARY, 17.3
 BT1905'MILES SOUTH AND 2.1 MILES EAST OF MORGAN.
 BT1905'
 BT1905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1905'COUNTY ROAD 30 IN ELMODEL, GO SOUTH ON ROAD 30 FOR 4.9 MILES
 BT1905'TO THE JUNCTION WITH STATE HIGHWAY 200.  TURN RIGHT AND GO WEST
 BT1905'ON HIGHWAY 200 FOR 6.35 MILES TO THE AZIMUTH MARK ON THE
 BT1905'LEFT.  CONTINUE WEST ON HIGHWAY 200 FOR 0.2 MILE TO THE STATION
 BT1905'ON THE LEFT.
 BT1905'
 BT1905'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1905'OF TRANSPORTATION, STAMPED 004-205.  THE SURFACE DISK IS SET IN
 BT1905'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1905'WITH THE GROUND.  IT IS 36.5 FEET SOUTH OF THE CENTER OF STATE
 BT1905'HIGHWAY 200, 3.9 FEET WEST OF A WITNESS POST AND 5.6 FEET NORTH
 BT1905'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1905'CONCRETE 2.36 FEET BELOW THE SURFACE OF THE GROUND.
 BT1905'
 BT1905'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1905'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1905'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1905'IS 16.5 FEET NORTH OF A FENCE, 20.6 FEET SOUTH OF THE CENTER OF
 BT1905'STATE HIGHWAY 200 AND 140.0 FEET NORTHWEST OF A POWER LINE POLE.
 BT1905'
 BT1905'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1900 ***********************************************************************
 BT1900  CBN         -  This is a Cooperative Base Network Control Station.
 BT1900  DESIGNATION -  BV 004 206
 BT1900  PID         -  BT1900
 BT1900  STATE/COUNTY-  GA/BAKER
 BT1900  USGS QUAD   -  BETHANY (1974)
 BT1900
 BT1900                         *CURRENT SURVEY CONTROL
 BT1900  ___________________________________________________________________
 BT1900* NAD 83(1994)-  31 19 02.64037(N)    084 36 23.82365(W)     ADJUSTED  
 BT1900* NAVD 88     -        66.1    (meters)     217.     (feet)  GPS OBS   
 BT1900  ___________________________________________________________________
 BT1900  X           -     512,622.324 (meters)                     COMP
 BT1900  Y           -  -5,429,671.271 (meters)                     COMP
 BT1900  Z           -   3,296,027.791 (meters)                     COMP
 BT1900  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BT1900  ELLIP HEIGHT-          38.84  (meters)          (03/09/95) GPS OBS
 BT1900  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BT1900
 BT1900  HORZ ORDER  -  B
 BT1900  ELLP ORDER  -  FIRST     CLASS I
 BT1900
 BT1900.The horizontal coordinates were established by GPS observations
 BT1900.and adjusted by the National Geodetic Survey in March 1995..
 BT1900
 BT1900.The orthometric height was determined by GPS observations and a
 BT1900.high-resolution geoid model.
 BT1900
 BT1900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1900
 BT1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1900
 BT1900.The ellipsoidal height was determined by GPS observations
 BT1900.and is referenced to NAD 83.
 BT1900
 BT1900.The geoid height was determined by GEOID03.
 BT1900
 BT1900;                    North         East     Units Scale Factor Converg.
 BT1900;SPC GA W     -   146,120.730   658,126.613   MT  0.99992162   -0 13 43.2
 BT1900;SPC GA W     -   479,397.76  2,159,203.73   sFT  0.99992162   -0 13 43.2
 BT1900;UTM  16      - 3,467,252.175   727,757.166   MT  1.00023987   +1 14 40.4
 BT1900
 BT1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1900!SPC GA W     -   0.99999390  x   0.99992162  =   0.99991552
 BT1900!UTM  16      -   0.99999390  x   1.00023987  =   1.00023377
 BT1900
 BT1900:                Primary Azimuth Mark                     Grid Az
 BT1900:SPC GA W     -  BV 004 206 AZ MK                         145 48 48.5
 BT1900:UTM  16      -  BV 004 206 AZ MK                         144 20 24.9
 BT1900
 BT1900|---------------------------------------------------------------------|
 BT1900| PID    Reference Object                     Distance      Geod. Az  |
 BT1900|                                                           dddmmss.s |
 BT1900| CY8372 BV 004 206 AZ MK                                   1453505.3 |
 BT1900| BT1899 BV 004 206 GADT 1973 PTA             16.960 METERS 14910     |
 BT1900|---------------------------------------------------------------------|
 BT1900
 BT1900                          SUPERSEDED SURVEY CONTROL
 BT1900
 BT1900  NAD 83(1994)-  31 19 02.64899(N)    084 36 23.82703(W) AD(       ) 2
 BT1900  NAD 83(1986)-  31 19 02.64890(N)    084 36 23.82679(W) AD(       ) 2
 BT1900  NAD 27      -  31 19 02.00273(N)    084 36 24.13186(W) AD(       ) 2
 BT1900  NGVD 29 (07/19/86)   66.4    (m)          218.     (f) VERT ANG       
 BT1900
 BT1900.Superseded values are not recommended for survey control.
 BT1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1900.See file dsdata.txt to determine how the superseded data were derived.
 BT1900
 BT1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2775767252(NAD 83)
 BT1900_MARKER: DD = SURVEY DISK
 BT1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1900_STAMPING: 004-206
 BT1900_MARK LOGO: GADT  
 BT1900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1900+STABILITY: SURFACE MOTION
 BT1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1900+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 BT1900
 BT1900  HISTORY     - Date     Condition        Report By
 BT1900  HISTORY     - 1973     MONUMENTED       GADT
 BT1900  HISTORY     - 19940328 GOOD             GADT
 BT1900  HISTORY     - 20050209 GOOD             GAPC
 BT1900
 BT1900                          STATION DESCRIPTION
 BT1900
 BT1900'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1900'THE STATION IS ABOUT 10.2 MILES SOUTH OF WILLIAMSBURG, 12.0
 BT1900'MILES SOUTH AND 5.3 MILES EAST OF LEARY AND 13.5 MILES SOUTH OF
 BT1900'MORGAN.
 BT1900'
 BT1900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1900'COUNTY ROAD 30 IN ELMODEL, GO SOUTH ON ROAD 30 FOR 4.9 MILES TO
 BT1900'THE JUNCTION WITH STATE HIGHWAY 200.  TURN RIGHT AND GO WEST ON
 BT1900'HIGHWAY 200 FOR 7.3 MILES TO THE JUNCTION WITH COUNTY ROAD
 BT1900'91191.  BEAR RIGHT AND GO NORTHWEST ON ROAD 91191 FOR 1.6 MILES
 BT1900'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ON ROAD
 BT1900'91191 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 BT1900'
 BT1900'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1900'OF TRANSPORTATION, STAMPED 004-206.  THE SURFACE DISK IS SET IN
 BT1900'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1900'WITH THE GROUND.  IT IS 66.0 FEET SOUTH OF THE SOUTH CORNER OF A
 BT1900'BARN, 5.5 FEET SOUTHWEST OF A WITNESS POST AND 22.5 FEET
 BT1900'NORTHEAST OF THE CENTER OF COUNTY ROAD 91191.  THE UNDERGROUND
 BT1900'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.66 FEET BELOW
 BT1900'THE SURFACE OF THE GROUND.
 BT1900'
 BT1900'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1900'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1900'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1900'IS 37.0 FEET SOUTHEAST OF THE POINT OF A CURVE, 19.0 FEET
 BT1900'NORTHEAST OF THE CENTER OF COUNTY ROAD 91191 AND 160.0 FEET
 BT1900'NORTH OF A POWER LINE POLE.
 BT1900'
 BT1900'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 BT1900
 BT1900                          STATION RECOVERY (1994)
 BT1900
 BT1900'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 BT1900'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) SOUTHWEST FROM ALBANY,
 BT1900'10.2 MI (16.4 KM) SOUTH OF WILLIAMSBURG, AND 13.5 MI (21.7 KM) SOUTH
 BT1900'OF MORGAN. --OWNERSHIP-- BAKER CO. TO REACH THE STATION FROM THE
 BT1900'JUNCTION OF STATE ROUTES 45 AND 200 WITH COUNTY ROAD 197 IN DAMASCUS,
 BT1900'GO EAST ON ROUTE 200 (MAIN STREET) FOR 8.0 MI (12.9 KM) TO COUNTY ROAD
 BT1900'119 ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON COUNTY ROAD 119 FOR
 BT1900'2.05 MI (3.30 KM) TO THE STATION ON THE RIGHT. THE STATION IS FLUSH
 BT1900'WITH THE GROUND.  LOCATED 148.7 FT (45.3 M) SOUTHEAST FROM A POWER
 BT1900'POLE, 80.0 FT (24.4 M) SOUTH FROM A WELL AT A PECAN TREE, 66.0 FT
 BT1900'(20.1 M) SOUTH FROM THE SOUTH CORNER OF A BARN, 22.5 FEET (6.9 M)
 BT1900'NORTHEAST OF THE CENTER OF COUNTY ROAD 119, AND 5.5 FT (1.7 M)
 BT1900'SOUTHWEST FROM A WITNESS POST.
 BT1900
 BT1900                          STATION RECOVERY (2005)
 BT1900
 BT1900'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 BT1900'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1898 ***********************************************************************
 BT1898  DESIGNATION -  BV 004 207
 BT1898  PID         -  BT1898
 BT1898  STATE/COUNTY-  GA/BAKER
 BT1898  USGS QUAD   -  BETHANY (1974)
 BT1898
 BT1898                         *CURRENT SURVEY CONTROL
 BT1898  ___________________________________________________________________
 BT1898* NAD 83(1994)-  31 16 53.33427(N)    084 33 13.51472(W)     ADJUSTED  
 BT1898* NAVD 88     -        59.2    (meters)     194.     (feet)  VERTCON   
 BT1898  ___________________________________________________________________
 BT1898  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BT1898  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BT1898
 BT1898  HORZ ORDER  -  SECOND
 BT1898
 BT1898.The horizontal coordinates were established by classical geodetic methods
 BT1898.and adjusted by the National Geodetic Survey in September 1997..
 BT1898
 BT1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1898
 BT1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1898
 BT1898.The geoid height was determined by GEOID03.
 BT1898
 BT1898;                    North         East     Units Scale Factor Converg.
 BT1898;SPC GA W     -   142,119.776   663,144.092   MT  0.99991675   -0 12 03.6
 BT1898;SPC GA W     -   466,271.30  2,175,665.24   sFT  0.99991675   -0 12 03.6
 BT1898;UTM  16      - 3,463,380.180   732,877.518   MT  1.00026897   +1 16 14.8
 BT1898
 BT1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1898!SPC GA W     -   0.99999500  x   0.99991675  =   0.99991175
 BT1898!UTM  16      -   0.99999500  x   1.00026897  =   1.00026397
 BT1898
 BT1898:                Primary Azimuth Mark                     Grid Az
 BT1898:SPC GA W     -  BV 004 207 AZ MK                         047 04 50.1
 BT1898:UTM  16      -  BV 004 207 AZ MK                         045 36 31.7
 BT1898
 BT1898|---------------------------------------------------------------------|
 BT1898| PID    Reference Object                     Distance      Geod. Az  |
 BT1898|                                                           dddmmss.s |
 BT1898| CY8373 BV 004 207 AZ MK                                   0465246.5 |
 BT1898| BT1897 BV 004 207 GADT 1973 PTA             13.718 METERS 27552     |
 BT1898|---------------------------------------------------------------------|
 BT1898
 BT1898                          SUPERSEDED SURVEY CONTROL
 BT1898
 BT1898  NAD 83(1994)-  31 16 53.34187(N)    084 33 13.51926(W) AD(       ) 2
 BT1898  NAD 83(1986)-  31 16 53.34190(N)    084 33 13.51905(W) AD(       ) 2
 BT1898  NAD 27      -  31 16 52.69249(N)    084 33 13.82886(W) AD(       ) 2
 BT1898  NGVD 29 (07/19/86)   59.3    (m)          195.     (f) VERT ANG       
 BT1898
 BT1898.Superseded values are not recommended for survey control.
 BT1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1898.See file dsdata.txt to determine how the superseded data were derived.
 BT1898
 BT1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3287863380(NAD 83)
 BT1898_MARKER: DD = SURVEY DISK
 BT1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1898
 BT1898  HISTORY     - Date     Condition        Report By
 BT1898  HISTORY     - 1973     MONUMENTED       GADT
 BT1898
 BT1898                          STATION DESCRIPTION
 BT1898
 BT1898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1898'THE STATION IS ABOUT 10.6 MILES SOUTH AND 3.0 MILES WEST OF
 BT1898'WILLIAMSBURG, 11.9 MILES SOUTH AND 2.3 MILES WEST OF LEARY, 3.4
 BT1898'MILES NORTH AND 17.9 MILES WEST OF CAMILLA.
 BT1898'
 BT1898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1898'COUNTY ROAD 30 IN ELMODLE, GO SOUTH ON ROAD 30 FOR 4.9 MILES TO
 BT1898'THE JUNCTION WITH STATE HIGHWAY 200.  TURN RIGHT AND GO WEST ON
 BT1898'HIGHWAY 200 FOR 5.25 MILES TO THE JUNCTION WITH COUNTY ROAD
 BT1898'74.  TURN RIGHT AND GO NORTH ON ROAD 74 FOR 0.1 MILE TO THE
 BT1898'STATION ON THE RIGHT.
 BT1898'
 BT1898'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 BT1898'ROAD 74 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BT1898'
 BT1898'STATION MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1898'OF TRANSPORTATION, STAMPED 004-207.  THE SURFACE DISK IS SET IN
 BT1898'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1898'FLUSH WITH THE GROUND.  IT IS 17.0 FEET EAST OF THE CENTER OF
 BT1898'COUNTY ROAD 74, 4.8 FEET SOUTH OF A WITNESS POST AND 254.0 FEET
 BT1898'NORTH OF A POWER LINE POLE.  THERE IS NO UNDERGROUND MARK FOR
 BT1898'THIS STATION.
 BT1898'
 BT1898'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1898'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1898'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1898'IS 22.0 FEET WEST OF THE CENTER OF COUNTY ROAD 74, 3.0 FEET EAST
 BT1898'OF A FENCE AND 38.0 FEET SOUTH OF A FENCE CORNER.
 BT1898'
 BT1898'HEIGHT OF LIGHT ABOVE STATION MARK 1.04 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1868 ***********************************************************************
 BT1868  DESIGNATION -  BV 004 208
 BT1868  PID         -  BT1868
 BT1868  STATE/COUNTY-  GA/BAKER
 BT1868  USGS QUAD   -  ELMODEL (1974)
 BT1868
 BT1868                         *CURRENT SURVEY CONTROL
 BT1868  ___________________________________________________________________
 BT1868* NAD 83(1994)-  31 17 57.26390(N)    084 24 54.28221(W)     ADJUSTED  
 BT1868* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 BT1868  ___________________________________________________________________
 BT1868  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BT1868  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT1868
 BT1868  HORZ ORDER  -  SECOND
 BT1868
 BT1868.The horizontal coordinates were established by classical geodetic methods
 BT1868.and adjusted by the National Geodetic Survey in September 1997..
 BT1868
 BT1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1868
 BT1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1868
 BT1868.The geoid height was determined by GEOID03.
 BT1868
 BT1868;                    North         East     Units Scale Factor Converg.
 BT1868;SPC GA W     -   144,050.500   676,352.359   MT  0.99990690   -0 07 44.6
 BT1868;SPC GA W     -   472,605.68  2,218,999.36   sFT  0.99990690   -0 07 44.6
 BT1868;UTM  16      - 3,465,650.508   746,037.031   MT  1.00034672   +1 20 36.8
 BT1868
 BT1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1868!SPC GA W     -   0.99999579  x   0.99990690  =   0.99990269
 BT1868!UTM  16      -   0.99999579  x   1.00034672  =   1.00034251
 BT1868
 BT1868:                Primary Azimuth Mark                     Grid Az
 BT1868:SPC GA W     -  BV 004 208 AZ MK                         263 50 33.8
 BT1868:UTM  16      -  BV 004 208 AZ MK                         262 22 12.4
 BT1868
 BT1868|---------------------------------------------------------------------|
 BT1868| PID    Reference Object                     Distance      Geod. Az  |
 BT1868|                                                           dddmmss.s |
 BT1868| CY8374 BV 004 208 AZ MK                                   2634249.2 |
 BT1868| BT1867 BV 004 208 GADT 1973 PTA              6.551 METERS 30836     |
 BT1868|---------------------------------------------------------------------|
 BT1868
 BT1868                          SUPERSEDED SURVEY CONTROL
 BT1868
 BT1868  NAD 83(1986)-  31 17 57.27090(N)    084 24 54.28692(W) AD(       ) 2
 BT1868  NAD 27      -  31 17 56.62387(N)    084 24 54.60929(W) AD(       ) 2
 BT1868  NGVD 29 (07/19/86)   54.3    (m)          178.     (f) VERT ANG       
 BT1868
 BT1868.Superseded values are not recommended for survey control.
 BT1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1868.See file dsdata.txt to determine how the superseded data were derived.
 BT1868
 BT1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4603765651(NAD 83)
 BT1868_MARKER: DD = SURVEY DISK
 BT1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1868
 BT1868  HISTORY     - Date     Condition        Report By
 BT1868  HISTORY     - 1973     MONUMENTED       GADT
 BT1868
 BT1868                          STATION DESCRIPTION
 BT1868
 BT1868'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1868'THE STATION IS ABOUT 5.9 MILES SOUTH AND 4.5 MILES WEST OF
 BT1868'ALBANY, 8.3 MILES NORTH AND 3.8 MILES WEST OF BACONTON, 0.7
 BT1868'MILE SOUTH AND 16.8 MILES EAST OF LEARY.
 BT1868'
 BT1868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND
 BT1868'200 IN NEWTON, GO WEST ON HIGHWAY 200 FOR 4.55 MILES TO THE
 BT1868'JUNCTION WITH COUNTY ROAD 111.  TURN RIGHT AND GO NORTH ON ROAD
 BT1868'111 FOR 1.25 MILES TO THE STATION ON THE LEFT.
 BT1868'
 BT1868'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 BT1868'ROAD 111 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1868'
 BT1868'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1868'OF TRANSPORTATION, STAMPED 004-208.  THE SURFACE DISK IS SET IN
 BT1868'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1868'FLUSH WITH THE GROUND.  IT IS 6.0 FEET NORTH OF A WITNESS POST,
 BT1868'3.6 FEET EAST OF A FENCE AND 50.4 FEET SOUTHWEST OF THE
 BT1868'SOUTHWEST CORNER OF A FRAME HOUSE.  THE UNDERGROUND DISK IS SET
 BT1868'IN AN IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE OF
 BT1868'THE GROUND.
 BT1868'
 BT1868'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1868'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1868'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1868'IS 2.6 FEET EAST OF A POWER LINE POLE, 1.7 FEET NORTH OF A FENCE
 BT1868'AND 12.6 FEET NORTH OF THE CENTER OF COUNTY ROAD 111.
 BT1868'
 BT1868'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1869 ***********************************************************************
 BT1869  DESIGNATION -  BV 004 209
 BT1869  PID         -  BT1869
 BT1869  STATE/COUNTY-  GA/BAKER
 BT1869  USGS QUAD   -  ELMODEL (1974)
 BT1869
 BT1869                         *CURRENT SURVEY CONTROL
 BT1869  ___________________________________________________________________
 BT1869* NAD 83(1994)-  31 18 54.62071(N)    084 28 41.32959(W)     ADJUSTED  
 BT1869* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 BT1869  ___________________________________________________________________
 BT1869  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BT1869  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT1869
 BT1869  HORZ ORDER  -  SECOND
 BT1869
 BT1869.The horizontal coordinates were established by classical geodetic methods
 BT1869.and adjusted by the National Geodetic Survey in September 1997..
 BT1869
 BT1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1869
 BT1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1869
 BT1869.The geoid height was determined by GEOID03.
 BT1869
 BT1869;                    North         East     Units Scale Factor Converg.
 BT1869;SPC GA W     -   145,832.081   670,353.475   MT  0.99991084   -0 09 42.8
 BT1869;SPC GA W     -   478,450.75  2,199,318.03   sFT  0.99991084   -0 09 42.8
 BT1869;UTM  16      - 3,467,277.985   739,991.798   MT  1.00031047   +1 18 40.9
 BT1869
 BT1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1869!SPC GA W     -   0.99999636  x   0.99991084  =   0.99990720
 BT1869!UTM  16      -   0.99999636  x   1.00031047  =   1.00030683
 BT1869
 BT1869:                Primary Azimuth Mark                     Grid Az
 BT1869:SPC GA W     -  BV 004 209 AZ MK                         212 25 58.7
 BT1869:UTM  16      -  BV 004 209 AZ MK                         210 57 35.0
 BT1869
 BT1869|---------------------------------------------------------------------|
 BT1869| PID    Reference Object                     Distance      Geod. Az  |
 BT1869|                                                           dddmmss.s |
 BT1869| CY8375 BV 004 209 AZ MK                                   2121615.9 |
 BT1869| BT1870 BV 004 209 GADT 1973 PTA             12.255 METERS 21306     |
 BT1869|---------------------------------------------------------------------|
 BT1869
 BT1869                          SUPERSEDED SURVEY CONTROL
 BT1869
 BT1869  NAD 83(1986)-  31 18 54.62805(N)    084 28 41.33419(W) AD(       ) 2
 BT1869  NAD 27      -  31 18 53.98233(N)    084 28 41.65040(W) AD(       ) 2
 BT1869  NGVD 29 (07/19/86)   50.6    (m)          166.     (f) VERT ANG       
 BT1869
 BT1869.Superseded values are not recommended for survey control.
 BT1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1869.See file dsdata.txt to determine how the superseded data were derived.
 BT1869
 BT1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3999267278(NAD 83)
 BT1869_MARKER: DD = SURVEY DISK
 BT1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1869
 BT1869  HISTORY     - Date     Condition        Report By
 BT1869  HISTORY     - 1973     MONUMENTED       GADT
 BT1869
 BT1869                          STATION DESCRIPTION
 BT1869
 BT1869'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1869'THE STATION IS ABOUT 9.3 MILES SOUTH AND 4.0 MILES WEST OF
 BT1869'ALBANY, 5.0 MILES NORTH AND 3.3 MILES WEST OF BACONTON AND
 BT1869'14.5 MILES NORTH OF CAMILLA.
 BT1869'
 BT1869'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1869'COUNTY ROAD 30 IN ELMODEL, GO SOUTH ON COUNTY ROAD 30 FOR
 BT1869'1.9 MILES TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 BT1869'DIRT ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 BT1869'
 BT1869'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 BT1869'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 BT1869'
 BT1869'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1869'OF TRANSPORTATION, STAMPED 004-209.  THE SURFACE DISK IS SET IN
 BT1869'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1869'FLUSH WITH THE GROUND.  IT IS 2.8 FEET NORTH OF A FENCE, 1.9 FEET
 BT1869'SOUTH OF THE CENTER OF THE DIRT ROAD AND 4.5 FEET EAST OF A
 BT1869'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1869'OF CONCRETE 1.69 FEET BELOW THE SURFACE OF THE GROUND.
 BT1869'
 BT1869'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1869'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF
 BT1869'A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1869'GROUND.  IT IS 17.0 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 BT1869'37.0 FEET NORTH OF A FENCE AND 43.0 FEET NORTHWEST OF A FENCE
 BT1869'CORNER.
 BT1869'
 BT1869'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1851 ***********************************************************************
 BT1851  DESIGNATION -  BV 004 210
 BT1851  PID         -  BT1851
 BT1851  STATE/COUNTY-  GA/BAKER
 BT1851  USGS QUAD   -  RED STORE CROSSROADS (1974)
 BT1851
 BT1851                         *CURRENT SURVEY CONTROL
 BT1851  ___________________________________________________________________
 BT1851* NAD 83(1994)-  31 23 21.23179(N)    084 19 51.37595(W)     ADJUSTED  
 BT1851* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 BT1851  ___________________________________________________________________
 BT1851  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BT1851  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BT1851
 BT1851  HORZ ORDER  -  SECOND
 BT1851
 BT1851.The horizontal coordinates were established by classical geodetic methods
 BT1851.and adjusted by the National Geodetic Survey in September 1997..
 BT1851
 BT1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1851
 BT1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1851
 BT1851.The geoid height was determined by GEOID03.
 BT1851
 BT1851;                    North         East     Units Scale Factor Converg.
 BT1851;SPC GA W     -   154,012.332   684,377.047   MT  0.99990301   -0 05 08.0
 BT1851;SPC GA W     -   505,288.79  2,245,327.03   sFT  0.99990301   -0 05 08.0
 BT1851;UTM  16      - 3,475,820.275   753,806.333   MT  1.00039461   +1 23 27.3
 BT1851
 BT1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1851!SPC GA W     -   0.99999574  x   0.99990301  =   0.99989875
 BT1851!UTM  16      -   0.99999574  x   1.00039461  =   1.00039035
 BT1851
 BT1851|---------------------------------------------------------------------|
 BT1851| PID    Reference Object                     Distance      Geod. Az  |
 BT1851|                                                           dddmmss.s |
 BT1851| BT1852 BV 004 210 GADT 1973 PTA              7.632 METERS 26830     |
 BT1851| CY8376 BV 004 210 AZ MK                                   3574621.8 |
 BT1851|---------------------------------------------------------------------|
 BT1851
 BT1851                          SUPERSEDED SURVEY CONTROL
 BT1851
 BT1851  NAD 83(1986)-  31 23 21.23870(N)    084 19 51.38097(W) AD(       ) 2
 BT1851  NAD 27      -  31 23 20.59685(N)    084 19 51.70410(W) AD(       ) 2
 BT1851  NGVD 29 (07/19/86)   54.5    (m)          179.     (f) VERT ANG       
 BT1851
 BT1851.Superseded values are not recommended for survey control.
 BT1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1851.See file dsdata.txt to determine how the superseded data were derived.
 BT1851
 BT1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5380675820(NAD 83)
 BT1851_MARKER: DD = SURVEY DISK
 BT1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1851
 BT1851  HISTORY     - Date     Condition        Report By
 BT1851  HISTORY     - 1973     MONUMENTED       GADT
 BT1851
 BT1851                          STATION DESCRIPTION
 BT1851
 BT1851'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1851'THE STATION IS ABOUT 10.2 MILES WEST AND 1.5 MILE NORTH OF
 BT1851'BACONTON, 6.3 MILES SOUTH AND 10.6 MILES EAST OF LEARY, 12.9
 BT1851'MILES SOUTH AND 10.4 MILES WEST OF ALBANY.
 BT1851'
 BT1851'TO REACH THE STATION FROM THE INTERSECTION OF GA 91 AND PAVED
 BT1851'COUNTY ROAD NO. 91186 IN NEWTON, PROCEED NORTH ON PAVED COUNTY
 BT1851'ROAD NO. 91186 FOR 3.3 MILES TO THE END OF THE PAVEMENT, CONTINUE
 BT1851'NORTH ON DIRT COUNTY ROAD NO. 91186 FOR 1.1 MILE TO THE STATION ON
 BT1851'THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH ON DIRT
 BT1851'COUNTY ROAD NO. 91186 FROM THE STATION FOR 0.2 MILE TO THE
 BT1851'AZIMUTH MARK ON THE LEFT.
 BT1851'
 BT1851'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1851'OF TRANSPORTATION, STAMPED 004-210.  THE SURFACE DISK IS SET IN
 BT1851'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1851'WITH THE GROUND.  IT IS 4.7 FEET SOUTH OF THE WITNESS POST,
 BT1851'40.0 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 4.4 FEET WEST
 BT1851'OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1851'OF CONCRETE 1.96 FEET BELOW THE SURFACE DISK.
 BT1851'
 BT1851'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1851'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1851'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1851'GROUND.  IT IS 105.0 FEET SOUTHEAST OF THE FENCE CORNER, 103.0
 BT1851'FEET EAST OF THE SOUTHEAST CORNER OF THE BLOCK HOUSE, 26.6 FEET
 BT1851'WEST OF THE CENTERLINE OF THE DIRT ROAD.
 BT1851'
 BT1851'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1854 ***********************************************************************
 BT1854  DESIGNATION -  BV 004 211
 BT1854  PID         -  BT1854
 BT1854  STATE/COUNTY-  GA/BAKER
 BT1854  USGS QUAD   -  RED STORE CROSSROADS (1974)
 BT1854
 BT1854                         *CURRENT SURVEY CONTROL
 BT1854  ___________________________________________________________________
 BT1854* NAD 83(1994)-  31 25 14.13068(N)    084 20 02.49092(W)     ADJUSTED  
 BT1854* NAVD 88     -        57.7    (meters)     189.     (feet)  VERTCON   
 BT1854  ___________________________________________________________________
 BT1854  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT1854  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BT1854
 BT1854  HORZ ORDER  -  SECOND
 BT1854
 BT1854.The horizontal coordinates were established by classical geodetic methods
 BT1854.and adjusted by the National Geodetic Survey in September 1997..
 BT1854
 BT1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1854
 BT1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1854
 BT1854.The geoid height was determined by GEOID03.
 BT1854
 BT1854;                    North         East     Units Scale Factor Converg.
 BT1854;SPC GA W     -   157,489.609   684,088.704   MT  0.99990312   -0 05 14.1
 BT1854;SPC GA W     -   516,697.16  2,244,381.02   sFT  0.99990312   -0 05 14.1
 BT1854;UTM  16      - 3,479,290.664   753,428.262   MT  1.00039224   +1 23 26.0
 BT1854
 BT1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1854!SPC GA W     -   0.99999522  x   0.99990312  =   0.99989834
 BT1854!UTM  16      -   0.99999522  x   1.00039224  =   1.00038746
 BT1854
 BT1854:                Primary Azimuth Mark                     Grid Az
 BT1854:SPC GA W     -  BV 004 211 AZ MK                         080 13 55.8
 BT1854:UTM  16      -  BV 004 211 AZ MK                         078 45 15.7
 BT1854
 BT1854|---------------------------------------------------------------------|
 BT1854| PID    Reference Object                     Distance      Geod. Az  |
 BT1854|                                                           dddmmss.s |
 BT1854| CY8377 BV 004 211 AZ MK                                   0800841.7 |
 BT1854| BT1857 PINE BLOOM                          APPROX. 3.0 KM 1241832.3 |
 BT1854| BT1856 BV 004 211 GADT 1973 PTA             12.250 METERS 35225     |
 BT1854|---------------------------------------------------------------------|
 BT1854
 BT1854                          SUPERSEDED SURVEY CONTROL
 BT1854
 BT1854  NAD 83(1986)-  31 25 14.13755(N)    084 20 02.49597(W) AD(       ) 2
 BT1854  NAD 27      -  31 25 13.49902(N)    084 20 02.81780(W) AD(       ) 2
 BT1854  NGVD 29 (07/19/86)   57.8    (m)          190.     (f) VERT ANG       
 BT1854
 BT1854.Superseded values are not recommended for survey control.
 BT1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1854.See file dsdata.txt to determine how the superseded data were derived.
 BT1854
 BT1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5342879291(NAD 83)
 BT1854_MARKER: DD = SURVEY DISK
 BT1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1854
 BT1854  HISTORY     - Date     Condition        Report By
 BT1854  HISTORY     - 1973     MONUMENTED       GADT
 BT1854
 BT1854                          STATION DESCRIPTION
 BT1854
 BT1854'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1854'THE STATION IS ABOUT 4.6 MILES SOUTH AND 10.1 MILES EAST OF LEARY,
 BT1854'10.5 MILES WEST AND 3.1 MILES NORTH OF BACONTON, 3.0 MILES SOUTH
 BT1854'AND 15.4 MILES EAST OF WILLIAMSBURG.
 BT1854'
 BT1854'TO REACH THE STATION FROM THE INTERSECTION OF GA 62 AND COUNTY
 BT1854'PAVED ROAD NO. 91186 IN PRETORIA, PROCEED SOUTH ON COUNTY PAVED
 BT1854'ROAD NO. 91186 FOR 5.0 MILES, PAVEMENT ENDS, PROCEED SOUTH ON
 BT1854'COUNTY DIRT ROAD NO. 91186 FOR 1.2 MILE TO THE INTERSECTION OF
 BT1854'COUNTY DIRT ROAD NO. 91186 AND FIELD ENTRANCE, TURN RIGHT AND GO
 BT1854'WEST FOR 0.1 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BT1854'AZIMUTH MARK FROM THE STATION, PROCEED EAST FOR 0.1 MILE TO THE
 BT1854'INTERSECTION OF COUNTY DIRT ROAD NO. 91186 AND FIELD ENTRANCE
 BT1854'TO THE AZIMUTH MARK ON THE LEFT.
 BT1854'
 BT1854'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1854'OF TRANSPORTATION, STAMPED 004-211.  THE SURFACE DISK IS SET IN
 BT1854'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1854'WITH THE GROUND.  IT IS 21.0 FEET EAST OF THE WITNESS POST, 18.0
 BT1854'FEET WEST OF THE CENTERLINE OF THE FIELD ROAD, 105.0 FEET
 BT1854'NORTHEAST OF THE POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 BT1854'IRREGULAR MASS OF CONCRETE 1.82 FEET BELOW THE SURFACE DISK.
 BT1854'
 BT1854'THE AZIMUTH MARK IS A STANDARD BRASS OF THE GEORGIA DEPARTMENT
 BT1854'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1854'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1854'IS 32.0 FEET WEST OF THE CENTERLINE OF THE DIRT COUNTY ROAD
 BT1854'NO. 91186, 3.3 FEET EAST OF THE FENCE, 14.0 FEET NORTH OF THE
 BT1854'CENTERLINE OF THE FIELD ROAD.
 BT1854'
 BT1854'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1860 ***********************************************************************
 BT1860  DESIGNATION -  BV 004 212
 BT1860  PID         -  BT1860
 BT1860  STATE/COUNTY-  GA/BAKER
 BT1860  USGS QUAD   -  NEWTON (1983)
 BT1860
 BT1860                         *CURRENT SURVEY CONTROL
 BT1860  ___________________________________________________________________
 BT1860* NAD 83(1994)-  31 18 42.52147(N)    084 21 02.90969(W)     ADJUSTED  
 BT1860* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 BT1860  ___________________________________________________________________
 BT1860  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BT1860  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BT1860
 BT1860  HORZ ORDER  -  SECOND
 BT1860
 BT1860.The horizontal coordinates were established by classical geodetic methods
 BT1860.and adjusted by the National Geodetic Survey in September 1997..
 BT1860
 BT1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1860
 BT1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1860
 BT1860.The geoid height was determined by GEOID03.
 BT1860
 BT1860;                    North         East     Units Scale Factor Converg.
 BT1860;SPC GA W     -   145,432.233   682,472.917   MT  0.99990379   -0 05 44.5
 BT1860;SPC GA W     -   477,138.92  2,239,079.90   sFT  0.99990379   -0 05 44.5
 BT1860;UTM  16      - 3,467,189.817   752,122.849   MT  1.00038412   +1 22 39.0
 BT1860
 BT1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1860!SPC GA W     -   0.99999637  x   0.99990379  =   0.99990016
 BT1860!UTM  16      -   0.99999637  x   1.00038412  =   1.00038049
 BT1860
 BT1860|---------------------------------------------------------------------|
 BT1860| PID    Reference Object                     Distance      Geod. Az  |
 BT1860|                                                           dddmmss.s |
 BT1860| BT1861 BV 004 212 GADT 1973 PTA             18.318 METERS 07031     |
 BT1860| BT1862 NEWTON                              APPROX. 2.9 KM 1144238.5 |
 BT1860| BT1863 NEWTON LOT                          APPROX. 2.9 KM 1153723.6 |
 BT1860| CY8378 BV 004 212 AZ MK                                   1161632.7 |
 BT1860|---------------------------------------------------------------------|
 BT1860
 BT1860                          SUPERSEDED SURVEY CONTROL
 BT1860
 BT1860  NAD 83(1986)-  31 18 42.52830(N)    084 21 02.91460(W) AD(       ) 2
 BT1860  NAD 27      -  31 18 41.88088(N)    084 21 03.24054(W) AD(       ) 2
 BT1860  NGVD 29 (07/19/86)   50.6    (m)          166.     (f) VERT ANG       
 BT1860
 BT1860.Superseded values are not recommended for survey control.
 BT1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1860.See file dsdata.txt to determine how the superseded data were derived.
 BT1860
 BT1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5212367190(NAD 83)
 BT1860_MARKER: DD = SURVEY DISK
 BT1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1860
 BT1860  HISTORY     - Date     Condition        Report By
 BT1860  HISTORY     - 1973     MONUMENTED       GADT
 BT1860
 BT1860                          STATION DESCRIPTION
 BT1860
 BT1860'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1860'THE STATION IS ABOUT 5.4 MILES NORTH AND 7.5 MILES WEST OF CAMILLA,
 BT1860'4.3 MILES SOUTH AND 10.6 MILES WEST OF BACONTON, 11.9 MILES SOUTH
 BT1860'AND 10.0 MILES EAST OF LEARY.
 BT1860'
 BT1860'TO REACH THE STATION FROM THE INTERSECTION OF GA. 91 AND GA. 37
 BT1860'IN NEWTON, PROCEED WEST ON GA. 37 FOR 0.17 MILE TO THE STATION
 BT1860'ON THE LEFT.  TO REACH THE AZIMUTH MARK, PROCEED EAST ON GA. 37
 BT1860'FROM THE STATION FOR 0.17 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1860'
 BT1860'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1860'OF TRANSPORTATION, STAMPED 004-212.  THE SURFACE DISK IS SET IN
 BT1860'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1860'WITH THE GROUND.  IT IS 79.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1860'PAVED ROAD, 4.2 FEET WEST OF A WITNESS POST, 2.5 FEET NORTH OF
 BT1860'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1860'CONCRETE 2.20 FEET BELOW THE SURFACE DISK.
 BT1860'
 BT1860'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1860'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1860'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1860'GROUND.  IT IS 71.0 FEET EAST OF THE CENTERLINE OF GA. 91, 3.5
 BT1860'FEET NORTHWEST OF A POWER POLE, 81.0 FEET SOUTHWEST OF A FENCE.
 BT1860'
 BT1860'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1875 ***********************************************************************
 BT1875  DESIGNATION -  BV 004 213
 BT1875  PID         -  BT1875
 BT1875  STATE/COUNTY-  GA/BAKER
 BT1875  USGS QUAD   -  ELMODEL (1974)
 BT1875
 BT1875                         *CURRENT SURVEY CONTROL
 BT1875  ___________________________________________________________________
 BT1875* NAD 83(1994)-  31 22 09.52488(N)    084 24 17.55742(W)     ADJUSTED  
 BT1875* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 BT1875  ___________________________________________________________________
 BT1875  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BT1875  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BT1875
 BT1875  HORZ ORDER  -  SECOND
 BT1875
 BT1875.The horizontal coordinates were established by classical geodetic methods
 BT1875.and adjusted by the National Geodetic Survey in September 1997..
 BT1875
 BT1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1875
 BT1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1875
 BT1875.The geoid height was determined by GEOID03.
 BT1875
 BT1875;                    North         East     Units Scale Factor Converg.
 BT1875;SPC GA W     -   151,816.915   677,340.277   MT  0.99990633   -0 07 26.4
 BT1875;SPC GA W     -   498,086.00  2,222,240.56   sFT  0.99990633   -0 07 26.4
 BT1875;UTM  16      - 3,473,443.215   746,825.179   MT  1.00035150   +1 21 05.7
 BT1875
 BT1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1875!SPC GA W     -   0.99999567  x   0.99990633  =   0.99990200
 BT1875!UTM  16      -   0.99999567  x   1.00035150  =   1.00034716
 BT1875
 BT1875:                Primary Azimuth Mark                     Grid Az
 BT1875:SPC GA W     -  BV 004 213 AZ MK                         090 28 16.6
 BT1875:UTM  16      -  BV 004 213 AZ MK                         088 59 44.5
 BT1875
 BT1875|---------------------------------------------------------------------|
 BT1875| PID    Reference Object                     Distance      Geod. Az  |
 BT1875|                                                           dddmmss.s |
 BT1875| CY8379 BV 004 213 AZ MK                                   0902050.2 |
 BT1875| BT1871 BV 004 213 GADT 1973 PTA             14.106 METERS 12425     |
 BT1875|---------------------------------------------------------------------|
 BT1875
 BT1875                          SUPERSEDED SURVEY CONTROL
 BT1875
 BT1875  NAD 83(1986)-  31 22 09.53199(N)    084 24 17.56224(W) AD(       ) 2
 BT1875  NAD 27      -  31 22 08.88896(N)    084 24 17.88089(W) AD(       ) 2
 BT1875  NGVD 29 (07/19/86)   55.0    (m)          180.     (f) VERT ANG       
 BT1875
 BT1875.Superseded values are not recommended for survey control.
 BT1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1875.See file dsdata.txt to determine how the superseded data were derived.
 BT1875
 BT1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4682573443(NAD 83)
 BT1875_MARKER: DD = SURVEY DISK
 BT1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1875
 BT1875  HISTORY     - Date     Condition        Report By
 BT1875  HISTORY     - 1973     MONUMENTED       GADT
 BT1875
 BT1875                          STATION DESCRIPTION
 BT1875
 BT1875'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1875'THE STATION IS ABOUT 7.9 MILES SOUTH AND 5.8 MILES EAST OF
 BT1875'LEARY, 6.5 MILES SOUTH AND 11.1 MILES EAST OF WILLIAMSBURG, 0.3
 BT1875'MILE NORTH AND 14.7 MILES WEST OF BACONTON.
 BT1875'
 BT1875'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 91 AND
 BT1875'COUNTY ROAD 91930 IN NEWTON, GO NORTH ON ROAD 91930 FOR 4.1
 BT1875'MILES TO THE JUNCTION WITH COUNTY ROAD 15.  TURN LEFT AND GO
 BT1875'WEST ON ROAD 15 FOR 1.4 MILES TO THE JUNCTION WITH COUNTY ROAD
 BT1875'16.  TURN RIGHT AND GO NORTHEAST ON ROAD 16 FOR 0.6 MILE TO THE
 BT1875'STATION ON THE RIGHT.
 BT1875'
 BT1875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 BT1875'ROAD 16 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1875'
 BT1875'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1875'OF TRANSPORTATION, STAMPED 004-213.  THE SURFACE DISK IS SET IN
 BT1875'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1875'WITH THE GROUND.  IT IS 4.4 FEET EAST OF A WITNESS POST, 2.4
 BT1875'FEET SOUTH OF A FENCE AND 12.8 FEET NORTH OF THE CENTER OF
 BT1875'COUNTY ROAD 16.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1875'MASS OF CONCRETE 1.9 FEET BELOW THE SURFACE OF THE GROUND.
 BT1875'
 BT1875'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1875'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1875'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1875'IS 14.5 FEET SOUTH OF THE CENTER OF COUNTY ROAD 16, 3.5 FEET
 BT1875'NORTH OF A FENCE AND 36.0 FEET NORTHEAST OF A POWER LINE POLE.
 BT1875'
 BT1875'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1878 ***********************************************************************
 BT1878  DESIGNATION -  BV 004 214
 BT1878  PID         -  BT1878
 BT1878  STATE/COUNTY-  GA/BAKER
 BT1878  USGS QUAD   -  BERMUDA (1974)
 BT1878
 BT1878                         *CURRENT SURVEY CONTROL
 BT1878  ___________________________________________________________________
 BT1878* NAD 83(1994)-  31 23 19.21450(N)    084 23 02.09528(W)     ADJUSTED  
 BT1878* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 BT1878  ___________________________________________________________________
 BT1878  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BT1878  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BT1878
 BT1878  HORZ ORDER  -  SECOND
 BT1878
 BT1878.The horizontal coordinates were established by classical geodetic methods
 BT1878.and adjusted by the National Geodetic Survey in September 1997..
 BT1878
 BT1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1878
 BT1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1878
 BT1878.The geoid height was determined by GEOID03.
 BT1878
 BT1878;                    North         East     Units Scale Factor Converg.
 BT1878;SPC GA W     -   153,958.945   679,338.497   MT  0.99990526   -0 06 47.3
 BT1878;SPC GA W     -   505,113.64  2,228,796.39   sFT  0.99990526   -0 06 47.3
 BT1878;UTM  16      - 3,475,636.995   748,768.439   MT  1.00036338   +1 21 47.8
 BT1878
 BT1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1878!SPC GA W     -   0.99999579  x   0.99990526  =   0.99990105
 BT1878!UTM  16      -   0.99999579  x   1.00036338  =   1.00035917
 BT1878
 BT1878:                Primary Azimuth Mark                     Grid Az
 BT1878:SPC GA W     -  BV 004 214 AZ MK                         282 57 57.3
 BT1878:UTM  16      -  BV 004 214 AZ MK                         281 29 22.2
 BT1878
 BT1878|---------------------------------------------------------------------|
 BT1878| PID    Reference Object                     Distance      Geod. Az  |
 BT1878|                                                           dddmmss.s |
 BT1878| CY8380 BV 004 214 AZ MK                                   2825110.0 |
 BT1878| BT1877 BV 004 214 GADT 1973 PTA             10.111 METERS 29523     |
 BT1878|---------------------------------------------------------------------|
 BT1878
 BT1878                          SUPERSEDED SURVEY CONTROL
 BT1878
 BT1878  NAD 83(1986)-  31 23 19.22158(N)    084 23 02.10010(W) AD(       ) 2
 BT1878  NAD 27      -  31 23 18.58034(N)    084 23 02.42054(W) AD(       ) 2
 BT1878  NGVD 29 (07/19/86)   54.2    (m)          178.     (f) VERT ANG       
 BT1878
 BT1878.Superseded values are not recommended for survey control.
 BT1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1878.See file dsdata.txt to determine how the superseded data were derived.
 BT1878
 BT1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4876875637(NAD 83)
 BT1878_MARKER: DD = SURVEY DISK
 BT1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1878
 BT1878  HISTORY     - Date     Condition        Report By
 BT1878  HISTORY     - 1973     MONUMENTED       GADT
 BT1878
 BT1878                          STATION DESCRIPTION
 BT1878
 BT1878'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1878'THE STATION IS ABOUT 6.5 MILES SOUTH AND 7.3 MILES EAST OF
 BT1878'LEARY, 4.8 MILES SOUTH AND 12.3 MILES EAST OF WILLIAMSBURG, 13.5
 BT1878'MILES WEST AND 1.4 MILES NORTH OF BACONTON.
 BT1878'
 BT1878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 91 AND
 BT1878'COUNTY ROAD 91930 IN NEWTON, GO NORTH ON ROAD 91930 FOR 5.7
 BT1878'MILES TO THE JUNCTION WITH COUNTY ROAD S-1930 AND THE AZIMUTH
 BT1878'MARK ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD S-1930 FOR
 BT1878'0.3 MILE TO THE STATION ON THE RIGHT.
 BT1878'
 BT1878'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1878'OF TRANSPORTATION, STAMPED 004-214.  THE SURFACE DISK IS SET IN
 BT1878'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1878'FLUSH WITH THE GROUND.  IT IS 24.0 FEET SOUTH OF THE CENTER OF
 BT1878'COUNTY ROAD S-1930, 30.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 BT1878'OF A FRAME HOUSE AND 3.4 FEET NORTH OF A WITNESS POST.  THE
 BT1878'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.7
 BT1878'FEET BELOW THE SURFACE OF THE GROUND.
 BT1878'
 BT1878'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1878'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1878'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1878'IS 22.8 FEET SOUTH OF A FENCE, 33.5 FEET SOUTHWEST OF A TELEPHONE
 BT1878'LINE POLE AND 22.0 FEET NORTH OF THE CENTER OF A PAVED ROAD.
 BT1878'
 BT1878'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1913 ***********************************************************************
 BT1913  DESIGNATION -  BV 004 215
 BT1913  PID         -  BT1913
 BT1913  STATE/COUNTY-  GA/BAKER
 BT1913  USGS QUAD   -  COOKTOWN (1974)
 BT1913
 BT1913                         *CURRENT SURVEY CONTROL
 BT1913  ___________________________________________________________________
 BT1913* NAD 83(1994)-  31 12 13.64210(N)    084 31 03.13493(W)     ADJUSTED  
 BT1913* NAVD 88     -        50.9    (meters)     167.     (feet)  VERTCON   
 BT1913  ___________________________________________________________________
 BT1913  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BT1913  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BT1913
 BT1913  HORZ ORDER  -  SECOND
 BT1913
 BT1913.The horizontal coordinates were established by classical geodetic methods
 BT1913.and adjusted by the National Geodetic Survey in September 1997..
 BT1913
 BT1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1913
 BT1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1913
 BT1913.The geoid height was determined by GEOID03.
 BT1913
 BT1913;                    North         East     Units Scale Factor Converg.
 BT1913;SPC GA W     -   133,495.006   666,565.062   MT  0.99991378   -0 10 54.4
 BT1913;SPC GA W     -   437,974.87  2,186,888.87   sFT  0.99991378   -0 10 54.4
 BT1913;UTM  16      - 3,454,842.908   736,519.964   MT  1.00029007   +1 17 12.2
 BT1913
 BT1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1913!SPC GA W     -   0.99999632  x   0.99991378  =   0.99991010
 BT1913!UTM  16      -   0.99999632  x   1.00029007  =   1.00028639
 BT1913
 BT1913:                Primary Azimuth Mark                     Grid Az
 BT1913:SPC GA W     -  BV 004 215 AZ MK                         180 07 30.4
 BT1913:UTM  16      -  BV 004 215 AZ MK                         178 39 23.8
 BT1913
 BT1913|---------------------------------------------------------------------|
 BT1913| PID    Reference Object                     Distance      Geod. Az  |
 BT1913|                                                           dddmmss.s |
 BT1913| CY8381 BV 004 215 AZ MK                                   1795636.0 |
 BT1913| BT1914 BV 004 215 GADT 1973 PTA              6.567 METERS 19329     |
 BT1913|---------------------------------------------------------------------|
 BT1913
 BT1913                          SUPERSEDED SURVEY CONTROL
 BT1913
 BT1913  NAD 83(1994)-  31 12 13.64963(N)    084 31 03.14002(W) AD(       ) 2
 BT1913  NAD 83(1994)-  31 12 13.64969(N)    084 31 03.13981(W) AD(       ) 2
 BT1913  NAD 83(1986)-  31 12 48.05908(N)    084 31 57.76248(W) AD(       ) 2
 BT1913  NAD 27      -  31 12 47.40523(N)    084 31 58.07496(W) AD(       ) 2
 BT1913  NGVD 29 (07/19/86)   51.0    (m)          167.     (f) VERT ANG       
 BT1913
 BT1913.Superseded values are not recommended for survey control.
 BT1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1913.See file dsdata.txt to determine how the superseded data were derived.
 BT1913
 BT1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3652054843(NAD 83)
 BT1913_MARKER: DD = SURVEY DISK
 BT1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1913
 BT1913  HISTORY     - Date     Condition        Report By
 BT1913  HISTORY     - 1973     MONUMENTED       GADT
 BT1913
 BT1913                          STATION DESCRIPTION
 BT1913
 BT1913'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1913'THE STATION IS ABOUT 5.4 MILES NORTH AND 21.5 MILES WEST OF
 BT1913'PELHAM, 22.5 MILES NORTH AND 5.0 MILES WEST OF CLIMAX, 23.2
 BT1913'MILES NORTH AND 17.5 MILES WEST OF CAIRO.
 BT1913'
 BT1913'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND GA. 91
 BT1913'IN COLQUITT, PROCEED NORTH ON GA. 91 FOR 13.1 MILES TO THE
 BT1913'INTERSECTION OF GA. 91 AND GA. 253, TURN LEFT ON COUNTY PAVED
 BT1913'ROAD NO. 91630 AND PROCEED WEST FOR 1.0 MILE TO THE STATION ON
 BT1913'THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON COUNTY
 BT1913'PAVED ROAD NO. 91630 FOR 0.3 MILE FROM THE STATION TO THE
 BT1913'AZIMUTH MARK ON THE LEFT.
 BT1913'
 BT1913'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1913'OF TRANSPORTATION, STAMPED 044-215.  THE SURFACE DISK IS SET IN
 BT1913'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1913'WITH THE GROUND.  IT IS 26.6 FEET EAST OF A FENCE, 16.4 FEET
 BT1913'WEST OF THE CENTERLINE OF THE PAVED ROAD, 76.0 FEET SOUTHEAST OF
 BT1913'A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1913'MASS OF CONCRETE 1.85 FEET BELOW THE SURFACE DISK.
 BT1913'
 BT1913'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1913'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1913'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1913'GROUND.  IT IS 19.8 FEET WEST OF A POWER POLE, 21.5 FEET WEST OF
 BT1913'A FENCE, AND 21.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD.
 BT1913'
 BT1913'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1849 ***********************************************************************
 BT1849  DESIGNATION -  BV 004 216
 BT1849  PID         -  BT1849
 BT1849  STATE/COUNTY-  GA/BAKER
 BT1849  USGS QUAD   -  HOPEFUL (1983)
 BT1849
 BT1849                         *CURRENT SURVEY CONTROL
 BT1849  ___________________________________________________________________
 BT1849* NAD 83(1994)-  31 09 48.58176(N)    084 30 30.51764(W)     ADJUSTED  
 BT1849* NAVD 88     -        45.6    (meters)     150.     (feet)  VERTCON   
 BT1849  ___________________________________________________________________
 BT1849  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BT1849  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1849
 BT1849  HORZ ORDER  -  SECOND
 BT1849
 BT1849.The horizontal coordinates were established by classical geodetic methods
 BT1849.and adjusted by the National Geodetic Survey in September 1997..
 BT1849
 BT1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1849
 BT1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1849
 BT1849.The geoid height was determined by GEOID03.
 BT1849
 BT1849;                    North         East     Units Scale Factor Converg.
 BT1849;SPC GA W     -   129,025.151   667,414.641   MT  0.99991309   -0 10 36.8
 BT1849;SPC GA W     -   423,310.02  2,189,676.20   sFT  0.99991309   -0 10 36.8
 BT1849;UTM  16      - 3,450,394.592   737,484.115   MT  1.00029572   +1 17 23.7
 BT1849
 BT1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1849!SPC GA W     -   0.99999716  x   0.99991309  =   0.99991025
 BT1849!UTM  16      -   0.99999716  x   1.00029572  =   1.00029288
 BT1849
 BT1849|---------------------------------------------------------------------|
 BT1849| PID    Reference Object                     Distance      Geod. Az  |
 BT1849|                                                           dddmmss.s |
 BT1849| BT1848 BV 004 216 GADT 1973 PTA              8.848 METERS 08954     |
 BT1849| CY8382 BV 004 216 AZ MK                                   0935939.8 |
 BT1849|---------------------------------------------------------------------|
 BT1849
 BT1849                          SUPERSEDED SURVEY CONTROL
 BT1849
 BT1849  NAD 83(1994)-  31 09 48.58926(N)    084 30 30.52290(W) AD(       ) 2
 BT1849  NAD 83(1994)-  31 09 48.58932(N)    084 30 30.52261(W) AD(       ) 2
 BT1849  NAD 83(1986)-  31 11 21.23012(N)    084 29 38.69463(W) AD(       ) 2
 BT1849  NAD 27      -  31 11 20.57393(N)    084 29 39.01078(W) AD(       ) 2
 BT1849  NGVD 29 (07/19/86)   45.7    (m)          150.     (f) VERT ANG       
 BT1849
 BT1849.Superseded values are not recommended for survey control.
 BT1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1849.See file dsdata.txt to determine how the superseded data were derived.
 BT1849
 BT1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3748450395(NAD 83)
 BT1849_MARKER: DD = SURVEY DISK
 BT1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1849
 BT1849  HISTORY     - Date     Condition        Report By
 BT1849  HISTORY     - 1973     MONUMENTED       GADT
 BT1849
 BT1849                          STATION DESCRIPTION
 BT1849
 BT1849'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1849'THE STATION IS ABOUT 5.3 MILES NORTH AND 21.0 MILES WEST OF
 BT1849'PELHAM, 23.2 MILES NORTH AND 17.6 MILES WEST OF CAIRO, 22.9
 BT1849'MILES NORTH AND 4.5 MILES WEST OF CLIMAX.
 BT1849'
 BT1849'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND GA. 91
 BT1849'IN COLQUITT PROCEED NORTH ON GA. 91 FOR 13.1 MILES TO THE
 BT1849'INTERSECTION OF GA. 91 AND GA. 253, TURN RIGHT ON GA. 253 AND
 BT1849'PROCEED EAST FOR 1.9 MILES TO THE INTERSECTION OF GA. 253 AND
 BT1849'COUNTY DIRT ROAD NO. 55, TURN LEFT AND PROCEED EAST FOR 0.6 MILE
 BT1849'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1849'EAST ON COUNTY DIRT ROAD NO. 55 FROM THE STATION FOR 0.2 MILE
 BT1849'TO THE AZIMUTH MARK ON THE RIGHT.
 BT1849'
 BT1849'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1849'OF TRANSPORTATION, STAMPED 004-216.  THE SURFACE DISK IS SET IN
 BT1849'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1849'WITH THE GROUND.  IT IS 18.0 FEET NORTH OF THE CENTERLINE OF THE
 BT1849'DIRT ROAD, 11.6 FEET EAST OF A FENCE CORNER, 11.0 FEET SOUTH OF
 BT1849'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1849'CONCRETE 2.45 FEET BELOW THE SURFACE DISK.
 BT1849'
 BT1849'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1849'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1849'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1849'GROUND.  IT IS 15.0 FEET NORTHWEST OF A FENCE CORNER, 5.0 FEET
 BT1849'NORTH OF A FENCE, AND 16.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1849'DIRT ROAD.
 BT1849'
 BT1849'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2346 ***********************************************************************
 DF2346  DESIGNATION -  BV 005 200
 DF2346  PID         -  DF2346
 DF2346  STATE/COUNTY-  GA/BALDWIN
 DF2346  USGS QUAD   -  BROWNS CROSSING (1985)
 DF2346
 DF2346                         *CURRENT SURVEY CONTROL
 DF2346  ___________________________________________________________________
 DF2346* NAD 83(1994)-  33 05 35.95394(N)    083 16 32.52562(W)     ADJUSTED  
 DF2346* NAVD 88     -       107.9    (meters)     354.     (feet)  VERTCON   
 DF2346  ___________________________________________________________________
 DF2346  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 DF2346  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DF2346
 DF2346  HORZ ORDER  -  SECOND
 DF2346
 DF2346.The horizontal coordinates were established by classical geodetic methods
 DF2346.and adjusted by the National Geodetic Survey in September 1997..
 DF2346
 DF2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2346
 DF2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2346
 DF2346.The geoid height was determined by GEOID03.
 DF2346
 DF2346;                    North         East     Units Scale Factor Converg.
 DF2346;SPC GA E     -   343,497.193    96,474.092   MT  1.00003210   -0 36 20.1
 DF2346;SPC GA E     - 1,126,957.04    316,515.42   sFT  1.00003210   -0 36 20.1
 DF2346;UTM  17      - 3,663,936.222   287,614.797   MT  1.00015619   -1 14 34.8
 DF2346
 DF2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2346!SPC GA E     -   0.99998737  x   1.00003210  =   1.00001947
 DF2346!UTM  17      -   0.99998737  x   1.00015619  =   1.00014356
 DF2346
 DF2346|---------------------------------------------------------------------|
 DF2346| PID    Reference Object                     Distance      Geod. Az  |
 DF2346|                                                           dddmmss.s |
 DF2346| DF3240 BV 005 200 RM 1                      21.647 METERS 07144     |
 DF2346| DF3239 BV 005 200 AZ MK                    APPROX. 0.5 KM 0761003.0 |
 DF2346| AC7766 BV 005 200 2                         24.846 METERS 33653     |
 DF2346|---------------------------------------------------------------------|
 DF2346
 DF2346                          SUPERSEDED SURVEY CONTROL
 DF2346
 DF2346  NAD 83(1986)-  33 05 35.95826(N)    083 16 32.52385(W) AD(       ) 2
 DF2346  NAD 27      -  33 05 35.44448(N)    083 16 32.96586(W) AD(       ) 2
 DF2346  NGVD 29 (07/19/86)  108.1    (m)          355.     (f) VERT ANG       
 DF2346
 DF2346.Superseded values are not recommended for survey control.
 DF2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2346.See file dsdata.txt to determine how the superseded data were derived.
 DF2346
 DF2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8761563936(NAD 83)
 DF2346_MARKER: DD = SURVEY DISK
 DF2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2346_MARK LOGO: GADT  
 DF2346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2346+STABILITY: SURFACE MOTION
 DF2346
 DF2346  HISTORY     - Date     Condition        Report By
 DF2346  HISTORY     - 1976     MONUMENTED       GADT
 DF2346  HISTORY     - 19861011 GOOD             GADT
 DF2346
 DF2346                          STATION DESCRIPTION
 DF2346
 DF2346'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2346'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF MILLEDGEVILLE,
 DF2346'5-1/2 MILES NORTH-NORTHWEST OF SCOTTSBORO, AND 9-3/4 MILES EAST
 DF2346'NORTHEAST OF HADDOCK ON STATE RIGHT OF WAY.
 DF2346'
 DF2346'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 22 AND
 DF2346'212 LOCATED ABOUT 2-1/2 MILES WEST
 DF2346'OF MILLEDGEVILLE, GO SOUTHWEST
 DF2346'ALONG STATE ROUTE 22 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DF2346'LEFT. CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 22 FOR 0.35
 DF2346'MILE TO THE STATION ON THE RIGHT.
 DF2346'
 DF2346'THE STATION IS LOCATED 55 FEET NORTH OF THE CENTERLINE OF THE
 DF2346'HIGHWAY, 36.0 FEET EAST OF A 12 INCH PECAN TREE, 9.9 FEET NORTH-
 DF2346'NORTHWEST OF A 14 INCH PECAN TREE, 102.4 FEET WEST-NORTHWEST OF
 DF2346'ANOTHER 14 INCH PECAN TREE, 70.0 FEET WEST OF A WITNESS POST FOR
 DF2346'RM 1, AND 2.3 FEET SOUTH OF A WITNESS POST. IT IS A STANDARD
 DF2346'BRASS DISK STAMPED---005-200 1976---, SET IN THE TOP OF A 10
 DF2346'INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED
 DF2346'2 INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF2346'STATION IS A STANDARD DISK STAMPED---005-200 1976---, SET IN
 DF2346'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.89 METER
 DF2346'BELOW THE SURFACE OF THE GROUND.
 DF2346'
 DF2346'RM 1 IS LOCATED 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DF2346'32.6 FEET NORTHWEST OF THE SECOND 14 INCH PECAN TREE, 71.0 FEET
 DF2346'EAST OF THE FIRST 14 INCH PECAN TREE, 106.6 FEET EAST OF THE 12
 DF2346'INCH PEACN TREE, 71.5 FEET EAST OF THE STATION WITNESS POST,
 DF2346'AND 2.2 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF2346'DISK STAMPED---005-200 1976---, SET IN THE TOP OF A 10 INCH
 DF2346'CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED 3
 DF2346'INCHES ABOVE THE SURFACE OF THE GROUND.
 DF2346'
 DF2346'THE AZIMUTH MARK IS LOCATED 68 FEET SOUTH-SOUTHEAST OF THE
 DF2346'CENTERLINE OF THE HIGHWAY, 4.0 FEET NORTH-NORTHWEST OF A POWER
 DF2346'POLE, 68.2 FEET EAST-NORTHEAST OF ANOTHER POWER POLE, 24.3 FEET
 DF2346'NORTHEAST OF A RIGHT OF WAY MARKER, 37.7 FEET NORTHEAST OF THE
 DF2346'NORTHERN CORNER OF A CHAIN LINK FENCE, 62.0 FEET WEST-SOUTHWEST
 DF2346'OF THE WEST END OF A 24 INCH CORRUGATED METAL CULVERT UNDER A
 DF2346'DRIVEWAY TO THE SOUTHEAST, AND 2.6 FEET NORTH-NORTHWEST OF A
 DF2346'WITNESS POST. IT IS A STANDARD DISK STAMPED---005-200 1976
 DF2346'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2346'POST WITH FERROUS METAL RODS EMBEDDED 1 INCH BELOW THE
 DF2346'SURFACE OF THE GROUND.
 DF2346'
 DF2346'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2346
 DF2346                          STATION RECOVERY (1986)
 DF2346
 DF2346'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986 (TW)
 DF2346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7766 ***********************************************************************
 AC7766  DESIGNATION -  BV 005 200 2
 AC7766  PID         -  AC7766
 AC7766  STATE/COUNTY-  GA/BALDWIN
 AC7766  USGS QUAD   -  BROWNS CROSSING (1985)
 AC7766
 AC7766                         *CURRENT SURVEY CONTROL
 AC7766  ___________________________________________________________________
 AC7766* NAD 83(1986)-  33 05 36.70000(N)    083 16 32.90000(W)     ADJUSTED  
 AC7766* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 AC7766  ___________________________________________________________________
 AC7766  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AC7766  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AC7766
 AC7766  HORZ ORDER  -  SECOND
 AC7766
 AC7766.The horizontal coordinates were established by classical geodetic methods
 AC7766.and adjusted by the National Geodetic Survey in March 1997..
 AC7766
 AC7766.The orthometric height was scaled from a topographic map.
 AC7766
 AC7766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7766
 AC7766.The geoid height was determined by GEOID03.
 AC7766
 AC7766;                    North         East     Units Scale Factor Converg.
 AC7766;SPC GA E     -   343,520.279    96,464.626   MT  1.00003213   -0 36 20.3
 AC7766;SPC GA E     - 1,127,032.78    316,484.36   sFT  1.00003213   -0 36 20.3
 AC7766;UTM  17      - 3,663,959.415   287,605.588   MT  1.00015624   -1 14 35.1
 AC7766
 AC7766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7766!SPC GA E     -   0.99998739  x   1.00003213  =   1.00001952
 AC7766!UTM  17      -   0.99998739  x   1.00015624  =   1.00014363
 AC7766
 AC7766:                Primary Azimuth Mark                     Grid Az
 AC7766:SPC GA E     -  BV 005 200 AZ MK                         079 24 11.1
 AC7766:UTM  17      -  BV 005 200 AZ MK                         080 02 25.9
 AC7766
 AC7766|---------------------------------------------------------------------|
 AC7766| PID    Reference Object                     Distance      Geod. Az  |
 AC7766|                                                           dddmmss.s |
 AC7766| DF3239 BV 005 200 AZ MK                    APPROX. 0.5 KM 0784750.8 |
 AC7766| DF2346 BV 005 200                           24.846 METERS 15653     |
 AC7766|---------------------------------------------------------------------|
 AC7766
 AC7766                          SUPERSEDED SURVEY CONTROL
 AC7766
 AC7766.No superseded survey control is available for this station.
 AC7766
 AC7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8760663959(NAD 83)
 AC7766_MARKER: DD = SURVEY DISK
 AC7766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7766_STAMPING: 005 200 1976 RESET 1986
 AC7766_MARK LOGO: GADT  
 AC7766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7766+STABILITY: SURFACE MOTION
 AC7766
 AC7766  HISTORY     - Date     Condition        Report By
 AC7766  HISTORY     - 1986     MONUMENTED       GADT
 AC7766
 AC7766                          STATION DESCRIPTION
 AC7766
 AC7766'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986 (TW)
 AC7766'STATION IS LOCATED 3 MILES (4.8 KM) WNW OF MILLEDGEVILLE ON DOT RIGHT
 AC7766'OF WAY.  TO REACH FROM THE JUNCTION OF STATE ROUTES 22 AND 212, ABOUT
 AC7766'2.5 MILES (4.0 KM) WEST OF MILLEDGEVILLE, GO SW ALONG SR 22 FOR 0.25
 AC7766'MILE (0.40 KM) TO THE AZIMUTH MARK ON THE LEFT.  THIS AZIMUTH MARK WAS
 AC7766'FOR ORIGINAL STATION BV 005 200 AND ALSO SEES THE RELOCATED STATION.
 AC7766'CONTINUE 0.35 MILE (0.56 KM) WSW ALONG SR 22 TO THE MARK ON THE RIGHT.
 AC7766'STATION IS 137.3 FT (41.8 M) NNW OF HWY CENTERLINE (HIGHWAY IS TAKEN
 AC7766'TO RUN WSW HERE) , 52 FT (15.8 M) ESE OF A 30 INCH PECAN TREE, 44 FT
 AC7766'(13.4 M) SSW OF A 24 INCH PECAN TREE, 11.7 FT (3.6 M) SE OF A 20 INCH
 AC7766'PECAN TREE, 2.7 FT (0.8 M) SSE OF A WITNESS POST, FLUSH WITH THE
 AC7766'GROUND IN 10 INCH DIAMETER POST.  RM 1--PID DF3240--OF THE ORIGINAL
 AC7766'STATION MAY NOT HAVE SURVIVED THE HIGHWAY CONSTRUCTION WHICH CAUSED BV
 AC7766'005 200 TO BE MOVED.  RM 1 WAS NOT SURVEYED OR NOTED AS FOUND WHEN
 AC7766'THIS RELOCATED STATION WAS ESTABLISHED.  SOME TIES FROM 1976 ARE
 AC7766'REPEATED HERE--106.5 FT EAST OF 12 INCH PECAN TREE, 32.5 FT (9.9 M) NW
 AC7766'OF 14 INCH PECAN TREE, 71.5 FT (21.8 M) EAST OF ORIGINAL STATION
 AC7766'WITNESS POST, 2.2 FT (0.7 M) SOUTH OF A WITNESS POST.  SURVEYED AS
 AC7766'21.647 METERS (71.020 FT) FROM ORIGINAL STATION ON GEODETIC AZIMUTH 71
 AC7766'DEGREES 44 MINUTES.  AZIMUTH MARK HAS SEPARATE DESCRIPTION--PID
 AC7766'DF3239.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3239 ***********************************************************************
 DF3239  DESIGNATION -  BV 005 200 AZ MK
 DF3239  PID         -  DF3239
 DF3239  STATE/COUNTY-  GA/BALDWIN
 DF3239  USGS QUAD   -  BROWNS CROSSING (1985)
 DF3239
 DF3239                         *CURRENT SURVEY CONTROL
 DF3239  ___________________________________________________________________
 DF3239* NAD 83(1986)-  33 05 40.06947(N)    083 16 12.68534(W)     ADJUSTED  
 DF3239* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 DF3239  ___________________________________________________________________
 DF3239  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DF3239  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DF3239
 DF3239  HORZ ORDER  -  SECOND
 DF3239
 DF3239.The horizontal coordinates were established by classical geodetic methods
 DF3239.and adjusted by the National Geodetic Survey in March 1997..
 DF3239
 DF3239.The orthometric height was scaled from a topographic map.
 DF3239
 DF3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3239
 DF3239.The geoid height was determined by GEOID03.
 DF3239
 DF3239;                    North         East     Units Scale Factor Converg.
 DF3239;SPC GA E     -   343,618.553    96,989.908   MT  1.00003079   -0 36 09.4
 DF3239;SPC GA E     - 1,127,355.20    318,207.72   sFT  1.00003079   -0 36 09.4
 DF3239;UTM  17      - 3,664,051.851   288,131.995   MT  1.00015349   -1 14 24.1
 DF3239
 DF3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3239!SPC GA E     -   0.99998739  x   1.00003079  =   1.00001818
 DF3239!UTM  17      -   0.99998739  x   1.00015349  =   1.00014088
 DF3239
 DF3239                          SUPERSEDED SURVEY CONTROL
 DF3239
 DF3239.No superseded survey control is available for this station.
 DF3239
 DF3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8813264052(NAD 83)
 DF3239_MARKER: DD = SURVEY DISK
 DF3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3239_STAMPING: 005 200 1976 AZ MK
 DF3239_MARK LOGO: GADT  
 DF3239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3239+STABILITY: SURFACE MOTION
 DF3239
 DF3239  HISTORY     - Date     Condition        Report By
 DF3239  HISTORY     - 1976     MONUMENTED       GADT
 DF3239  HISTORY     - 19861011 GOOD             GADT
 DF3239  HISTORY     - 20041117 GOOD             GADT
 DF3239
 DF3239                          STATION DESCRIPTION
 DF3239
 DF3239'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986 (TW)
 DF3239'STATION IS ABOUT 3 MILES (4.8 KM) WNW OF MILLEDGEVILLE ON DOT RIGHT OF
 DF3239'WAY.  TO REACH FROM THE JUNTION OF STATE ROUTES 22 AND 212, ABOUT 2.5
 DF3239'MILES (4.0 KM) NW OF MILLEDGEVILLE, GO 0.25 MILE (0.40 KM) SW ALONG SR
 DF3239'22 TO THE MARK ON THE LEFT, 68 FT (20.7 M) SSE OF HWY CENTERLINE, 68
 DF3239'FT (20.7 M) ENE OF A POWER POLE, 62 FT (18.9 M) WSW OF THE WEST END OF
 DF3239'24-INCH CORRUGATED METAL PIPE UNDER A DRIVEWAY TO THE SOUTHEAST, 37.7
 DF3239'FT (11.5 M) NE OF THE NORTH CORNER OF A CHAIN LINK FENCE, 24.3 FT (7.4
 DF3239'M) NE OF A R-W MARKER, 4 FT (1.2 M) NW OF A POLE, 2.6 FT (0.8 M) NNW
 DF3239'OF A WITNESS POST, IN A 10-INCH DIAMETER CONCRETE POST 1 INCH BELOW
 DF3239'GROUND.
 DF3239
 DF3239                          STATION RECOVERY (2004)
 DF3239
 DF3239'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DF3239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2352 ***********************************************************************
 DF2352  DESIGNATION -  BV 005 201
 DF2352  PID         -  DF2352
 DF2352  STATE/COUNTY-  GA/BALDWIN
 DF2352  USGS QUAD   -  BROWNS CROSSING (1985)
 DF2352
 DF2352                         *CURRENT SURVEY CONTROL
 DF2352  ___________________________________________________________________
 DF2352* NAD 83(1994)-  33 04 59.93465(N)    083 17 47.38620(W)     ADJUSTED  
 DF2352* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 DF2352  ___________________________________________________________________
 DF2352  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 DF2352  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF2352
 DF2352  HORZ ORDER  -  SECOND
 DF2352
 DF2352.The horizontal coordinates were established by classical geodetic methods
 DF2352.and adjusted by the National Geodetic Survey in September 1997..
 DF2352
 DF2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2352
 DF2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2352
 DF2352.The geoid height was determined by GEOID03.
 DF2352
 DF2352;                    North         East     Units Scale Factor Converg.
 DF2352;SPC GA E     -   342,408.273    94,520.913   MT  1.00003714   -0 37 00.4
 DF2352;SPC GA E     - 1,123,384.48    310,107.36   sFT  1.00003714   -0 37 00.4
 DF2352;UTM  17      - 3,662,868.960   285,649.378   MT  1.00016654   -1 15 14.5
 DF2352
 DF2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2352!SPC GA E     -   0.99998742  x   1.00003714  =   1.00002456
 DF2352!UTM  17      -   0.99998742  x   1.00016654  =   1.00015395
 DF2352
 DF2352|---------------------------------------------------------------------|
 DF2352| PID    Reference Object                     Distance      Geod. Az  |
 DF2352|                                                           dddmmss.s |
 DF2352| DF3242 BV 005 201 RM 1                      12.954 METERS 03300     |
 DF2352| DF2347 MILLEDGEVILLE HOPEWELL LOT          APPROX. 2.5 KM 1460238.1 |
 DF2352| DF3241 BV 005 201 AZ MK                                   2310233.7 |
 DF2352|---------------------------------------------------------------------|
 DF2352
 DF2352                          SUPERSEDED SURVEY CONTROL
 DF2352
 DF2352  NAD 83(1986)-  33 04 59.93890(N)    083 17 47.38432(W) AD(       ) 2
 DF2352  NAD 27      -  33 04 59.42476(N)    083 17 47.82587(W) AD(       ) 2
 DF2352  NGVD 29 (07/19/86)  107.8    (m)          354.     (f) VERT ANG       
 DF2352
 DF2352.Superseded values are not recommended for survey control.
 DF2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2352.See file dsdata.txt to determine how the superseded data were derived.
 DF2352
 DF2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8564962869(NAD 83)
 DF2352_MARKER: DD = SURVEY DISK
 DF2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2352_MARK LOGO: GADT  
 DF2352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2352+STABILITY: SURFACE MOTION
 DF2352
 DF2352  HISTORY     - Date     Condition        Report By
 DF2352  HISTORY     - 1976     MONUMENTED       GADT
 DF2352  HISTORY     - 19861011 GOOD             GADT
 DF2352
 DF2352                          STATION DESCRIPTION
 DF2352
 DF2352'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2352'THE STATION IS ABOUT 4 MILES WEST OF MILLEDGEVILLE, 5-1/2 MILES
 DF2352'NORTHWEST OF SCOTTSBORO, AND 8-1/2 MILES EAST-NORTHEAST OF
 DF2352'HADDOCK ON STATE RIGHT OF WAY.
 DF2352'
 DF2352'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 22 AND
 DF2352'212 LOCATED ABOUT 2-1/2 MILES WEST OF MILLEDGEVILLE, GO
 DF2352'SOUTHWEST ALONG STATE ROUTE 22 FOR 1.65 MILES TO THE EAST END
 DF2352'OF A BRIDGE OVER LITTLE FISHING CREEK. CONTINUE GOING SOUTHWEST
 DF2352'ALONG STATE ROUTE 22 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DF2352'
 DF2352'THE STATION IS LOCATED 60 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DF2352'OF THE HIGHWAY, 40.5 FEET WEST-NORTHWEST OF A HIGHWAY SPEED
 DF2352'LIMIT SIGN, 40.7 FEET SOUTHWEST OF A 6 INCH PINE TREE, 44.0 FEET
 DF2352'SOUTHWEST OF RM 1 WITNESS POST, 23.5 FEET SOUTHEAST OF A 6 INCH
 DF2352'PINE TREE, 23.5 FEET SOUTH-SOUTHEAST OF A FENCELINE, AND 3.6
 DF2352'FEET SOUTH-SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2352'DISK STAMPED---005-201 1976---, SET IN THE TOP OF A 10 INCH
 DF2352'CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS 2 INCHES
 DF2352'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF2352'STANDARD DISK STAMPED---005-201 1976---, SET IN THE TOP OF A
 DF2352'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.90 METER BELOW THE
 DF2352'SURFACE OF THE GROUND.
 DF2352'
 DF2352'RM 1 IS LOCATED 78 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DF2352'ROAD, 66.0 FEET NORTH-NORTHEAST OF THE SPEED LIMIT SIGN, 41.2
 DF2352'FEET NORTHEAST OF THE STATION WITNESS POST, 48.9 FEET EAST
 DF2352'NORTHEAST OF THE 6 INCH PINE TREE, 7.2 FEET SOUTH-SOUTHWEST OF
 DF2352'A 6 INCH PINE TREE, 4.0 FEET SOUTH-SOUTHEAST OF THE BARBED WIRE
 DF2352'FENCE LINE, AND 3.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST. IT
 DF2352'IS A STANDARD DISK STAMPED---005-201 1976 RM 1---, SET IN THE
 DF2352'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL
 DF2352'RODS EMBEDDED 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 DF2352'
 DF2352'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG
 DF2352'STATE ROUTE 22 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF2352'IT IS LOCATED 61 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DF2352'ROAD, 30.8 FEET SOUTH-SOUTHWEST OF THE WEST END OF AN 18 INCH
 DF2352'CONCRETE CULVERT UNDER A DRIVEWAY TO THE SOUTHEAST, 92.5 FEET
 DF2352'WEST-SOUTHWEST OF A POWER POLE, 67.8 FEET WEST-NORTHWEST OF A
 DF2352'POWER POLE WITH A UTILITY LIGHT, AND 3.2 FEET NORTH-NORTHWEST
 DF2352'OF A WITNESS POST SET AT THE CORNER OF A FENCE. IT IS A
 DF2352'STANDARD DISK STAMPED---005-201 1976 AZMK---, SET IN THE TOP
 DF2352'OF A 10 INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS
 DF2352'EMBEDDED 1 INCH BELOW THE SURFACE OF THE GROUND.
 DF2352'
 DF2352'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2352
 DF2352                          STATION RECOVERY (1986)
 DF2352
 DF2352'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986 (TW)
 DF2352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2349 ***********************************************************************
 DF2349  DESIGNATION -  BV 005 202
 DF2349  PID         -  DF2349
 DF2349  STATE/COUNTY-  GA/BALDWIN
 DF2349  USGS QUAD   -  BROWNS CROSSING (1985)
 DF2349
 DF2349                         *CURRENT SURVEY CONTROL
 DF2349  ___________________________________________________________________
 DF2349* NAD 83(1994)-  33 05 44.69796(N)    083 16 56.19762(W)     ADJUSTED  
 DF2349* NAVD 88     -       129.1    (meters)     424.     (feet)  VERTCON   
 DF2349  ___________________________________________________________________
 DF2349  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DF2349  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF2349
 DF2349  HORZ ORDER  -  SECOND
 DF2349
 DF2349.The horizontal coordinates were established by classical geodetic methods
 DF2349.and adjusted by the National Geodetic Survey in September 1997..
 DF2349
 DF2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2349
 DF2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2349
 DF2349.The geoid height was determined by GEOID03.
 DF2349
 DF2349;                    North         East     Units Scale Factor Converg.
 DF2349;SPC GA E     -   343,773.074    95,863.111   MT  1.00003367   -0 36 33.2
 DF2349;SPC GA E     - 1,127,862.16    314,510.89   sFT  1.00003367   -0 36 33.2
 DF2349;UTM  17      - 3,664,218.918   287,006.848   MT  1.00015938   -1 14 48.1
 DF2349
 DF2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2349!SPC GA E     -   0.99998404  x   1.00003367  =   1.00001771
 DF2349!UTM  17      -   0.99998404  x   1.00015938  =   1.00014342
 DF2349
 DF2349:                Primary Azimuth Mark                     Grid Az
 DF2349:SPC GA E     -  MILLEDGEVILLE MICRO RELAY MAST           001 30 41.0
 DF2349:UTM  17      -  MILLEDGEVILLE MICRO RELAY MAST           002 08 55.9
 DF2349
 DF2349|---------------------------------------------------------------------|
 DF2349| PID    Reference Object                     Distance      Geod. Az  |
 DF2349|                                                           dddmmss.s |
 DF2349| DF2348 MILLEDGEVILLE MICRO RELAY MAST      APPROX. 1.3 KM 0005407.8 |
 DF2349| DF3244 BV 005 202 RM 1                      23.072 METERS 09215     |
 DF2349| DF3243 BV 005 202 AZ MK                                   1695823.5 |
 DF2349| DF3245 BV 005 202 RM 2                      22.159 METERS 33923     |
 DF2349|---------------------------------------------------------------------|
 DF2349
 DF2349                          SUPERSEDED SURVEY CONTROL
 DF2349
 DF2349  NAD 83(1986)-  33 05 44.70232(N)    083 16 56.19598(W) AD(       ) 2
 DF2349  NAD 27      -  33 05 44.18996(N)    083 16 56.63811(W) AD(       ) 2
 DF2349  NGVD 29 (07/19/86)  129.3    (m)          424.     (f) VERT ANG       
 DF2349
 DF2349.Superseded values are not recommended for survey control.
 DF2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2349.See file dsdata.txt to determine how the superseded data were derived.
 DF2349
 DF2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8700764219(NAD 83)
 DF2349_MARKER: DD = SURVEY DISK
 DF2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2349
 DF2349  HISTORY     - Date     Condition        Report By
 DF2349  HISTORY     - 1976     MONUMENTED       GADT
 DF2349
 DF2349                          STATION DESCRIPTION
 DF2349
 DF2349'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2349'THE STATION IS ABOUT 3-1/4 MILES
 DF2349'WEST-NORTHWEST OF MILLEDGEVILLE,
 DF2349'5-3/4 MILES NORTH-NORTHWEST OF SCOTTSBORO, AND 9-3/4 MILES EAST
 DF2349'NORTHEAST OF HADDOCK ON PROPERTY OF BALDWIN COUNTY AND CITY OF
 DF2349'MILLEDGEVILLE.
 DF2349'
 DF2349'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 212 AND
 DF2349'STATE ROUTE 22 LOCATED ABOUT 2-1/2 MILES WEST OF MILLEDGEVILLE,
 DF2349'GO WEST ALONG STATE ROUTE 22 FOR 0.7 MILE TO THE JUNCTION OF
 DF2349'PAVED COUNTY ROAD 65 TO THE RIGHT. TURN RIGHT GOING NORTHWEST
 DF2349'ALONG COUNTY ROAD 65 FOR 0.35 MILE TO THE JUNCTION OF A FIELD
 DF2349'TRACK ROAD TO THE RIGHT. TURN RIGHT GOING NORTH ALONG THE FIELD
 DF2349'TRACK ROAD FOR 0.15 MILE TO THE BORDERLINE OF A PASTURE AND A
 DF2349'LARGE KUDZU PATCH AND DITCH ON THE RIGHT. TURN RIGHT GOING
 DF2349'NORTHEASTERLY FOLLOWING THE BORDERLINE OF THE PASTURE AND THE
 DF2349'DITCH FOR 0.1 MILE TO THE TOP OF A HILL AND THE STATION ON
 DF2349'THE RIGHT.
 DF2349'
 DF2349'THE STATION IS LOCATED SOUTHWEST OF THE CREST OF THE HILL, 14
 DF2349'FEET EAST OF THE CENTERLINE OF AN OLD TRACK ROAD AND DITCH,
 DF2349'173.0 FEET SOUTH-SOUTHWEST OF A 10 INCH TWIN PECAN TREE, 73.0
 DF2349'FEET SOUTH-SOUTHEAST OF RM 2 WITNESS POST, 76.4 FEET WEST-
 DF2349'NORTHWEST OF RM 1 WITNESS POST, 102 FEET SOUTH-SOUTHEAST OF THE
 DF2349'POINT OF INTERSECTION OF THE CENTERLINES OF THE OLD TRACK ROAD
 DF2349'AND THE TRACK ROAD, AND 2.7 FEET EAST OF A WITNESS POST. IT IS
 DF2349'A STANDARD BRASS DISK STAMPED---005 202 1976---, SET IN THE
 DF2349'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH METAL RODS
 DF2349'EMBEDDED 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF2349'UNDERGROUND STATION IS A STANDARD DISK STAMPED---005-202
 DF2349'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2349'APPROXIMATELY 0.96 METER BELOW THE SURFACE OF THE GROUND.
 DF2349'
 DF2349'RM 1 IS LOCATED SOUTH OF THE CREST OF THE HILL, 151 FEET EAST
 DF2349'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2349'THE OLD TRACK ROAD AND THE FIELD TRACK ROAD, 194.7 FEET SOUTH
 DF2349'SOUTHEAST OF THE 10 INCH TWIN PECAN TREE, 125.4 FEET SOUTHEAST
 DF2349'OF WITNESS POST, 78.3 FEET EAST OF THE STATION WITNESS POST,
 DF2349'AND 2.8 FEET NORTH OF A WITNESS POST. IT IS A STANDARD DISK
 DF2349'STAMPED---005-202 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 DF2349'CYLINDRICAL CONCRETE POST WITH METAL RODS EMBEDDED 3 INCHES
 DF2349'ABOVE THE SURFACE OF THE GROUND.
 DF2349'
 DF2349'RM 2 IS LOCATED WEST OF THE CREST OF THE HILL, 31 FEET SOUTH
 DF2349'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 DF2349'OLD TRACK ROAD AND THE FIELD ROAD, 125.8 FEET NORTHWEST OF RM 1
 DF2349'WITNESS POST, 72.4 FEET NORTH OF THE STATION WITNESS POST, 106.2
 DF2349'FEET SOUTHWEST OF THE 10 INCH TWIN PECAN TREE, AND 2.8 FEET
 DF2349'EAST OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---005-202
 DF2349'1976 RM 2---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2349'POST WITH METAL RODS EMBEDDED 3 INCHES ABOVE THE SURFACE OF
 DF2349'THE GROUND.
 DF2349'
 DF2349'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 22
 DF2349'AND COUNTY ROAD 65, GO SOUTHWEST ALONG STATE ROUTE 22 FOR 0.2
 DF2349'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 353 TO THE LEFT. TURN
 DF2349'LEFT GOING SOUTH ALONG COUNTY ROAD 353 FOR 0.3 MILE TO A LARGE
 DF2349'WATER TANK AND THE AZIMUTH MARK ON THE RIGHT. IT IS LOCATED 130
 DF2349'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 23.4 FEET
 DF2349'SOUTHWEST OF THE SOUTH CORNER OF THE NORTHERN CONCRETE LEG
 DF2349'FOOTING OF THE WATER TANK, 5.5 FEET NORTHEAST OF THE NORTHWEST
 DF2349'CORNER OF THE WESTERN CONCRETE LEG FOOTING OF THE WATER TANK,
 DF2349'23.1 FEET WEST OF THE WEST CORNER OF THE CONCRETE CENTER
 DF2349'PIPE FOOTING OF THE WATER TANK, AND 2.9 FEET SOUTH-SOUTHEAST
 DF2349'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---005-202
 DF2349'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2349'CONCRETE POST WITH METAL RODS EMBEDDED 2 INCHES BELOW THE
 DF2349'SURFACE OF THE GROUND.
 DF2349'
 DF2349'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3244 ***********************************************************************
 DF3244  DESIGNATION -  BV 005 202 RM 1
 DF3244  PID         -  DF3244
 DF3244  STATE/COUNTY-  GA/BALDWIN
 DF3244  USGS QUAD   -  BROWNS CROSSING (1985)
 DF3244
 DF3244                         *CURRENT SURVEY CONTROL
 DF3244  ___________________________________________________________________
 DF3244* NAD 83(1986)-  33 05 44.67292(N)    083 16 55.30694(W)     ADJUSTED  
 DF3244* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 DF3244  ___________________________________________________________________
 DF3244  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DF3244  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF3244
 DF3244  HORZ ORDER  -  SECOND
 DF3244
 DF3244.The horizontal coordinates were established by classical geodetic methods
 DF3244.and adjusted by the National Geodetic Survey in March 1997..
 DF3244
 DF3244.The orthometric height was scaled from a topographic map.
 DF3244
 DF3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3244
 DF3244.The geoid height was determined by GEOID03.
 DF3244
 DF3244;                    North         East     Units Scale Factor Converg.
 DF3244;SPC GA E     -   343,772.057    95,886.199   MT  1.00003361   -0 36 32.7
 DF3244;SPC GA E     - 1,127,858.82    314,586.64   sFT  1.00003361   -0 36 32.7
 DF3244;UTM  17      - 3,664,217.645   287,029.925   MT  1.00015926   -1 14 47.6
 DF3244
 DF3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3244!SPC GA E     -   0.99998404  x   1.00003361  =   1.00001765
 DF3244!UTM  17      -   0.99998404  x   1.00015926  =   1.00014330
 DF3244
 DF3244                          SUPERSEDED SURVEY CONTROL
 DF3244
 DF3244.No superseded survey control is available for this station.
 DF3244
 DF3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8703064218(NAD 83)
 DF3244_MARKER: DD = SURVEY DISK
 DF3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF3244_STAMPING: 005 202 1976 RM 1
 DF3244_MARK LOGO: GADT  
 DF3244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF3244+STABILITY: SURFACE MOTION
 DF3244
 DF3244  HISTORY     - Date     Condition        Report By
 DF3244  HISTORY     - 1976     MONUMENTED       GADT
 DF3244  HISTORY     - 19861011 GOOD             GADT
 DF3244
 DF3244                          STATION DESCRIPTION
 DF3244
 DF3244'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986 (TW)
 DF3244'MARK IS ABOUT 3.2 MILES (5.1 KM) WNW OF MILLEDGEVILLE ON PROPERTY OF
 DF3244'BALDWIN COUNTY AND CITY OF MILLEDGEVILLE.  TO REACH FROM THE JUNCTION
 DF3244'OF STATE ROUTES 212 AND 22 ABOUT 2.5 MILES (4.0 KM) WEST OF
 DF3244'MILLEDGEVILLE, GO WESTERLY ALONG SR 22 FOR 0.7 MILE (1.1 KM) TO COUNTY
 DF3244'RD 65 ON THE RIGHT.  TURN RIGHT AND GO 0.35 MILE (0.56 KM) NW ON CR 65
 DF3244'TO A FIELD TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW TRACK RD
 DF3244'0.15 MILE (0.24 KM) NORTH TO THE BORDER OF A PASTURE AND A DITCH ON
 DF3244'THE RIGHT.  TURN RIGHT, FOLLOWING SAME 0.1 MILE (0.2 KM) NE TO THE TOP
 DF3244'OF A HILL AND STATION ON THE RIGHT.  STATION IS SOUTH OF THE CREST OF
 DF3244'THE HILL, 195 FT (59.4 M) SSE OF A 10-INCH TWIN PECAN TREE, 151 FT
 DF3244'(46.0 M) ESE OF THE INTERSECTION OF TWO TRACK ROADS, 125.5 FT (38.3 M)
 DF3244'SE OF A WITNESS POST, 78 FT (23.8 M) EAST OF A WITNESS POST SET AT BV
 DF3244'005 202, 2.8 FT (0.9 M) NORTH OF A WITNESS POST, IN A 10 INCH DIAMETER
 DF3244'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2330 ***********************************************************************
 DF2330  DESIGNATION -  BV 005 203
 DF2330  PID         -  DF2330
 DF2330  STATE/COUNTY-  GA/BALDWIN
 DF2330  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF2330
 DF2330                         *CURRENT SURVEY CONTROL
 DF2330  ___________________________________________________________________
 DF2330* NAD 83(1994)-  33 09 54.35535(N)    083 17 06.10120(W)     ADJUSTED  
 DF2330* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 DF2330  ___________________________________________________________________
 DF2330  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DF2330  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF2330
 DF2330  HORZ ORDER  -  SECOND
 DF2330
 DF2330.The horizontal coordinates were established by classical geodetic methods
 DF2330.and adjusted by the National Geodetic Survey in September 1997..
 DF2330
 DF2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2330
 DF2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2330
 DF2330.The geoid height was determined by GEOID03.
 DF2330
 DF2330;                    North         East     Units Scale Factor Converg.
 DF2330;SPC GA E     -   351,466.938    95,688.366   MT  1.00003411   -0 36 42.7
 DF2330;SPC GA E     - 1,153,104.45    313,937.58   sFT  1.00003411   -0 36 42.7
 DF2330;UTM  17      - 3,671,915.219   286,917.780   MT  1.00015984   -1 15 01.8
 DF2330
 DF2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2330!SPC GA E     -   0.99998236  x   1.00003411  =   1.00001647
 DF2330!UTM  17      -   0.99998236  x   1.00015984  =   1.00014220
 DF2330
 DF2330:                Primary Azimuth Mark                     Grid Az
 DF2330:SPC GA E     -  BV 005 203 AZ MK                         199 24 18.2
 DF2330:UTM  17      -  BV 005 203 AZ MK                         200 02 37.3
 DF2330
 DF2330|---------------------------------------------------------------------|
 DF2330| PID    Reference Object                     Distance      Geod. Az  |
 DF2330|                                                           dddmmss.s |
 DF2330| DF3246 BV 005 203 AZ MK                                   1984735.5 |
 DF2330| DF2331 BV 005 203 GADT RM 1                 22.510 METERS 20806     |
 DF2330|---------------------------------------------------------------------|
 DF2330
 DF2330                          SUPERSEDED SURVEY CONTROL
 DF2330
 DF2330  NAD 83(1986)-  33 09 54.35957(N)    083 17 06.09990(W) AD(       ) 2
 DF2330  NAD 27      -  33 09 53.84915(N)    083 17 06.53918(W) AD(       ) 2
 DF2330  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 DF2330
 DF2330.Superseded values are not recommended for survey control.
 DF2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2330.See file dsdata.txt to determine how the superseded data were derived.
 DF2330
 DF2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8691871915(NAD 83)
 DF2330_MARKER: DD = SURVEY DISK
 DF2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2330
 DF2330  HISTORY     - Date     Condition        Report By
 DF2330  HISTORY     - 1976     MONUMENTED       GADT
 DF2330
 DF2330                          STATION DESCRIPTION
 DF2330
 DF2330'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2330'THE STATION IS ABOUT 5-1/4 MILES SOUTH-SOUTHEAST OF FLAT ROCK,
 DF2330'6 MILES NORTH-NORTHWEST OF MILLEDGEVILLE, AND 12-3/4 MILES
 DF2330'WEST-SOUTHWEST OF DEVERAUX ON COUNTY RIGHT OF WAY.
 DF2330'
 DF2330'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 (STATE
 DF2330'ROUTE 24, COLUMBIA STREET) AND STATE ROUTE 22 (MONTGOMERY
 DF2330'STREET) IN MILLEDGEVILLE, GO NORTH ALONG US HIGHWAY 441 AND
 DF2330'STATE ROUTE 24 FOR 2.3 MILES TO THE JUNCTION OF DUNLAP ROAD TO
 DF2330'THE RIGHT AND COUNTY ROAD 8 TO THE LEFT. CONTINUE GOING NORTH
 DF2330'ALONG US HIGHWAY 441 AND STATE ROUTE 24 FOR 3.1 MILES TO THE
 DF2330'JUNCTION OF PAVED COUNTY ROAD 91792 (SINCLAIR DAM ROAD) TO THE
 DF2330'RIGHT. CONTINUE GOING NORTH ALONG US HIGHWAY 441 AND STATE
 DF2330'ROUTE 24 FOR 1.2 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 39
 DF2330'(CHESTER HODGES ROAD) TO THE RIGHT AND PAVED COUNTY ROAD 39
 DF2330'(HOWE ROAD) TO THE LEFT. TURN LEFT GOING WESTERLY ALONG
 DF2330'COUNTY ROAD 39 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF2330'
 DF2330'THE STATION IS LOCATED 48.5 FEET NORTHWEST OF THE CENTERLINE OF
 DF2330'THE ROAD, 12.1 FEET WEST-SOUTHWEST OF A POWER POLE, 163.4 FEET
 DF2330'NORTH-NORTHEAST OF ANOTHER POWER POLE, 110.0 FEET NORTH-
 DF2330'NORTHWEST OF A POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD,
 DF2330'AND 2.9 FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF2330'BRASS DISK STAMPED---005-203 1976---, SET IN THE TOP OF A 10
 DF2330'INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED
 DF2330'FLUSH WITH THE SURFACE OF THE GROUND. THE UNDERGROUND STATION
 DF2330'IS A STANDARD DISK STAMPED---005-203 1976---, SET IN THE TOP
 DF2330'OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.91 METER BELOW
 DF2330'THE SURFACE OF THE GROUND.
 DF2330'
 DF2330'RM 1 IS LOCATED 35 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 DF2330'76.6 FEET SOUTH-SOUTHWEST OF THE POWER POLE, 89.8 FEET NORTH
 DF2330'NORTHEAST OF THE OTHER POWER POLE, 68.2 FEET WEST-NORTHWEST OF
 DF2330'THE POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD, AND 2.7 FEET
 DF2330'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2330'STAMPED---005-203 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 DF2330'CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED 2
 DF2330'INCHES ABOVE THE SURFACE OF THE GROUND.
 DF2330'
 DF2330'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING
 DF2330'SOUTHWEST ALONG COUNTY ROAD 39 FOR 0.25 MILE TO THE AZIMUTH MARK
 DF2330'ON THE LEFT. IT IS LOCATED 30 FEET SOUTHEAST OF THE CENTERLINE
 DF2330'OF THE ROAD, 28.2 FEET WEST OF A POWER POLE, 87.0 FEET SOUTH
 DF2330'SOUTHWEST OF A 4 INCH PERSIMMON TREE, AND 3.0 FEET NORTHWEST OF
 DF2330'A WITNESS POST. IT IS A STANDARD DISK STAMPED---005-203 1976
 DF2330'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2330'WITH FERROUS METAL RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF
 DF2330'THE GROUND.
 DF2330'
 DF2330'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2326 ***********************************************************************
 DF2326  DESIGNATION -  BV 005 204
 DF2326  PID         -  DF2326
 DF2326  STATE/COUNTY-  GA/BALDWIN
 DF2326  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF2326
 DF2326                         *CURRENT SURVEY CONTROL
 DF2326  ___________________________________________________________________
 DF2326* NAD 83(1994)-  33 09 11.56349(N)    083 14 06.12740(W)     ADJUSTED  
 DF2326* NAVD 88     -       110.2    (meters)     362.     (feet)  VERTCON   
 DF2326  ___________________________________________________________________
 DF2326  X           -     629,655.604 (meters)                     COMP
 DF2326  Y           -  -5,308,055.526 (meters)                     COMP
 DF2326  Z           -   3,468,242.496 (meters)                     COMP
 DF2326  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DF2326  ELLIP HEIGHT-          83.13  (meters)          (09/03/97) GPS OBS
 DF2326  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF2326
 DF2326  HORZ ORDER  -  SECOND
 DF2326  ELLP ORDER  -  FOURTH    CLASS II
 DF2326
 DF2326.This mark is at Baldwin County Airport (MLJ)
 DF2326
 DF2326.The horizontal coordinates were established by classical geodetic methods
 DF2326.and adjusted by the National Geodetic Survey in September 1997..
 DF2326
 DF2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2326
 DF2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2326
 DF2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2326
 DF2326.The ellipsoidal height was determined by GPS observations
 DF2326.and is referenced to NAD 83.
 DF2326
 DF2326.The geoid height was determined by GEOID03.
 DF2326
 DF2326;                    North         East     Units Scale Factor Converg.
 DF2326;SPC GA E     -   350,099.977   100,338.056   MT  1.00002242   -0 35 03.5
 DF2326;SPC GA E     - 1,148,619.67    329,192.44   sFT  1.00002242   -0 35 03.5
 DF2326;SPC GA W     -   349,978.211   786,906.009   MT  0.99999309   +0 30 34.3
 DF2326;SPC GA W     - 1,148,220.18  2,581,707.46   sFT  0.99999309   +0 30 34.3
 DF2326;UTM  17      - 3,670,496.356   291,552.502   MT  1.00013575   -1 13 21.9
 DF2326
 DF2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2326!SPC GA E     -   0.99998695  x   1.00002242  =   1.00000937
 DF2326!SPC GA W     -   0.99998695  x   0.99999309  =   0.99998004
 DF2326!UTM  17      -   0.99998695  x   1.00013575  =   1.00012270
 DF2326
 DF2326|---------------------------------------------------------------------|
 DF2326| PID    Reference Object                     Distance      Geod. Az  |
 DF2326|                                                           dddmmss.s |
 DF2326| DF2320 BV 005 26 DOTSAM                    366.510 METERS 06224     |
 DF2326| DF3247 BV 005 204 AZ MK                                   0631702.7 |
 DF2326| DF3248 BV 005 204 RM 1                      14.150 METERS 13107     |
 DF2326| DF2325 BV 005 205                          APPROX. 0.8 KM 2860642.2 |
 DF2326|---------------------------------------------------------------------|
 DF2326
 DF2326                          SUPERSEDED SURVEY CONTROL
 DF2326
 DF2326  NAD 83(1986)-  33 09 11.56675(N)    083 14 06.12735(W) AD(       ) 2
 DF2326  NAD 27      -  33 09 11.05311(N)    083 14 06.57308(W) AD(       ) 2
 DF2326  NGVD 29 (07/19/86)  110.4    (m)          362.     (f) VERT ANG       
 DF2326
 DF2326.Superseded values are not recommended for survey control.
 DF2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2326.See file dsdata.txt to determine how the superseded data were derived.
 DF2326
 DF2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9155370496(NAD 83)
 DF2326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF2326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2326+STABILITY: SURFACE MOTION
 DF2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2326+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DF2326
 DF2326  HISTORY     - Date     Condition        Report By
 DF2326  HISTORY     - 1976     MONUMENTED       GADT
 DF2326  HISTORY     - 1987     GOOD             NGS
 DF2326
 DF2326                          STATION DESCRIPTION
 DF2326
 DF2326'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2326'THE STATION IS ABOUT 5 MILES NORTH OF MILLEDGEVILLE, 7-1/2 MILES
 DF2326'SOUTHEAST OF FLAT ROCK, AND 10-1/4 MILES WEST-SOUTHWEST OF
 DF2326'DEVERAUX ON BALDWIN COUNTY AIRPORT PROPERTY.
 DF2326'
 DF2326'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 (STATE
 DF2326'ROUTE 24, COLUMBIA STREET) AND STATE ROUTE 22 (MONTGOMERY
 DF2326'STREET) IN MILLEDGEVILLE, GO NORTH ALONG US HIGHWAY 441 AND
 DF2326'STATE ROUTE 24 FOR 4.05 MILES TO THE JUNCTION OF PAVED COUNTY
 DF2326'ROAD 328 TO THE RIGHT. CONTINUE GOING NORTH ALONG US HIGHWAY
 DF2326'441 AND STATE ROUTE 24 FOR 1.3 MILES TO THE JUNCTION OF PAVED
 DF2326'COUNTY ROAD 91792 TO THE RIGHT. TURN RIGHT GOING EAST ALONG
 DF2326'COUNTY ROAD 91792 FOR 0.7 MILE TO THE JUNCTION OF PAVED COUNTY
 DF2326'ROAD 91083 CONTINUING STRAIGHT AHEAD AND COUNTY ROAD 91792
 DF2326'TURNING SHARPLY TO THE LEFT. TURN LEFT GOING NORTH AND THEN
 DF2326'EAST ALONG COUNTY ROAD 91792 (AIRPORT ROAD) FOR 0.15 MILE
 DF2326'TO THE JUNCTION OF PAVED COUNTY ROAD 37 TO THE LEFT.
 DF2326'CONTINUE GOING EAST ALONG COUNTY ROAD 91792 FOR 0.7 MILE TO ITS
 DF2326'TERMINATION AT THE JUNCTION OF COUNTY ROAD 9 TO THE RIGHT
 DF2326'AND COUNTY ROAD 29 CONTINUING AHEAD. TURN RIGHT GOING EASTERLY
 DF2326'ALONG COUNTY ROAD 9 FOR 0.55 MILE TO ITS TERMINITION AT THE
 DF2326'JUNCTION OF PAVED COUNTY ROAD 332 CROSSING. TURN LEFT GOING
 DF2326'NORTH TO EAST ALONG COUNTY ROAD 332 FOR 0.3 MILE TO THE
 DF2326'STATION ON THE LEFT.
 DF2326'
 DF2326'THE STATION IS LOCATED 51 FEET NORTH OF THE CENTERLINE OF THE
 DF2326'ROAD, 83 FEET SOUTH OF THE CENTERLINE OF THE AIRPORT TAXIWAY,
 DF2326'50.4 FEET WEST-NORTHWEST OF A POWER POLE, 89.3 FEET NORTHWEST
 DF2326'OF A FENCE CORNER POST ON THE SOUTH SIDE OF THE ROAD, 99.4 FEET
 DF2326'NORTH-NORTHEAST OF A 14 INCH PINE TREE ON THE SOUTH SIDE OF THE
 DF2326'ROAD, 110.9 FEET EAST-NORTHEAST OF THE EAST END OF AN 18 INCH
 DF2326'CORRUGATED METAL CULVERT PIPE UNDER A DRIVEWAY TO THE SOUTH,
 DF2326'AND 3.3 FEET NORTH OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2326'DISK STAMPED---005-204 1976---, SET IN THE TOP OF A 10 INCH
 DF2326'CYLINCRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2
 DF2326'INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF2326'STATION IS A STANDARD DISK STAMPED---005-204 1976---, SET IN
 DF2326'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.85
 DF2326'METER BELOW THE SURFACE OF THE GROUND.
 DF2326'
 DF2326'RM 1 IS LOCATED 25 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 DF2326'112 FEET SOUTH OF THE CENTERLINE OF THE AIRPORT TAXIWAY, 132.8
 DF2326'FEET EAST OF THE EASTERN MOST END OF THE 18 INCH CORRUGATED
 DF2326'METAL CULVERT UNDER THE DRIVEWAY TO THE SOUTH, 94.2 FEET EAST-
 DF2326'NORTHEAST OF THE 14 INCH PINE TREE ON THE SOUTHERN SIDE OF THE
 DF2326'ROAD, 57.0 FEET NORTH-NORTHWEST OF THE FENCE CORNER ON THE
 DF2326'SOUTHERN SIDE OF THE ROAD, 4.9 FEET WEST-NORTHWEST OF THE POWER
 DF2326'POLE, AND 3.0 FEET SOUTH OF A WITNESS POST. IT IS A STANDARD
 DF2326'DISK STAMPED---005-204 1976 RM 1---, SET IN THE TOP OF A 10
 DF2326'INCH CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2
 DF2326'INCHES ABOVE THE SURFACE OF THE GROUND.
 DF2326'
 DF2326'BALDWIN ANGLE IS A STANDARD GEORGIA DEPARTMENT OF TRANSPORTATION
 DF2326'OFFICE OF SURVEYS AND AERIAL MAPPING STANDARD DISK
 DF2326'STAMPED---BALDWIN ANGLE--- SET IN THE TOP OF A 10 INCH
 DF2326'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2326'IT IS LOCATED 84 FEET SOUTH OF THE AIRPORT TAXIWAY,
 DF2326'47 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 332, 64.4 FEET
 DF2326'WEST OF THE POWER POLE, 95.2 FEET NORTHWEST OF THE FENCE CORNER
 DF2326'ON THE SOUTHERN SIDE OF THE ROAD, 94.0 FEET NORTH OF THE 10
 DF2326'INCH PINE TREE ON THE SOUTHERN SIDE OF THE ROAD, 96.1 FEET
 DF2326'NORTHEAST OF THE 18 INCH CORRUGATED METAL CULVERT UNDER A
 DF2326'DRIVEWAY TO THE SOUTH, AND 2.6 FEET NORTH OF A WITNESS POST.
 DF2326'
 DF2326'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG COUNTY
 DF2326'ROAD 332 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT. IT IS
 DF2326'LOCATED 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5.6 FEET
 DF2326'WEST OF A 12 INCH PINE TREE, 19.2 FEET NORTH OF A 14 INCH PINE
 DF2326'TREE, 25.2 FEET EAST OF BV 005-26 (DOTSAM), 69.9 FEET SOUTHEAST
 DF2326'OF A FIRE HYDRANT ON THE NORTH SIDE OF THE ROAD, AND 3.0 FEET
 DF2326'NORTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2326'STAMPED---005-204 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2326'CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2 INCHES
 DF2326'BELOW THE SURFACE OF THE GROUND.
 DF2326'
 DF2326'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2326
 DF2326                          STATION RECOVERY (1987)
 DF2326
 DF2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DF2326'THE STATION WAS RECOVERED AT THIS DATE.
 DF2326'REFERENCE MARK 1 WAS FOUND WITH DISK REMOVED.
 DF2326'
 DF2326'STATION IS LOCATED AT THE BALDWIN COUNTY AIRPORT, ON A LOW GRASS
 DF2326'RIDGE BETWEEN THE TAXIWAY AND A PAVED ROAD ON SOUTH SIDE OF AIRPORT.
 DF2326'OWNERSHIP---BALDWIN COUNTY AIRPORT, C/O AIRPORT MANAGER JOHN HAAG,
 DF2326'COUNTY COURTHOUSE, MILLEDGEVILLE GA 31061.  PHONE (912) 453-9358.
 DF2326'
 DF2326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 DF2326'STATE HIGHWAYS 22, 24, IN THE WEST PART OF MILLEDGEVILLE, GO
 DF2326'NORTH FOR 3.7 KM (2.3 MI) ON HIGHWAYS 24 AND 441 (NORTH COLUMBIA
 DF2326'STREET) TO THE ENTRANCE TO HATCHER SQUARE MALL ON THE LEFT.
 DF2326'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 4.8 KM (3.0 MI) ON THE
 DF2326'HIGHWAYS TO A PAVED ROAD RIGHT.
 DF2326'TURN RIGHT AND GO NORTHEAST FOR 1.1 KM (0.7 MI) ON LOG CABIN ROAD
 DF2326'TO A ROAD LEFT.
 DF2326'TURN LEFT AND GO NORTH, THEN EAST FOR 0.2 KM (0.15 MI) ON
 DF2326'ROAD TO A ROAD LEFT AND A FIREHOUSE ON THE RIGHT.  CONTINUE AHEAD
 DF2326'FOR 1.7 KM (1.05 MI) TO THE ROAD END AT AIRPORT GATE.  PASS THROUGH
 DF2326'GATE, THEN BEAR HALF LEFT ACORSS TARMAC FOR 0.1 KM (0.05 MI) TO A
 DF2326'JUNCTION OF A TAXIWAY AND RAMP.  TURN RIGHT AND GO EAST FOR 0.6 KM
 DF2326'(0.4 MI) ON TAXIWAY TO CREST OF LOW RIDGE ON RIGHT AND STATION.
 DF2326'
 DF2326'THE STATION IS A STANDARD GADT DISK
 DF2326'STAMPED---004 205 1976---,
 DF2326'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DF2326'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 DF2326'25.3 METERS (83.0 FT) SOUTH FROM AND 1.5 METERS (4.9 FT) HIGHER THAN
 DF2326'TAXIWAY CENTER,
 DF2326'15.1 METERS (49.5 FT) NORTH FROM THE ROAD CENTER,
 DF2326'14.0 METERS (45.9 FT) WEST-NORTHWEST FROM A FIBERGLASS WITNESS POST
 DF2326'AT A UTILITY POLE WITH GUY WIRE,
 DF2326'15.3 METERS (50.2 FT) NORTHWEST FROM A UTILITY POLE,
 DF2326'14.1 METERS (46.3 FT) NORTHWEST FROM THE CONCRETE POST THAT WAS
 DF2326'REFERENCE MARK 1, AT UTILITY POLE,
 DF2326'27.2 METERS (89.2 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 DF2326'CYCLONE FENCE ACROSS ROAD, AND
 DF2326'34.9 METERS (114.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 DF2326'CYCLONE FENCE ACROSS ROAD.
 DF2326'
 DF2326'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2325 ***********************************************************************
 DF2325  DESIGNATION -  BV 005 205
 DF2325  PID         -  DF2325
 DF2325  STATE/COUNTY-  GA/BALDWIN
 DF2325  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF2325
 DF2325                         *CURRENT SURVEY CONTROL
 DF2325  ___________________________________________________________________
 DF2325* NAD 83(1994)-  33 09 18.42861(N)    083 14 34.38592(W)     ADJUSTED  
 DF2325* NAVD 88     -       118.2    (meters)     388.     (feet)  VERTCON   
 DF2325  ___________________________________________________________________
 DF2325  X           -     628,915.566 (meters)                     COMP
 DF2325  Y           -  -5,308,033.518 (meters)                     COMP
 DF2325  Z           -   3,468,423.935 (meters)                     COMP
 DF2325  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DF2325  ELLIP HEIGHT-          91.12  (meters)          (09/03/97) GPS OBS
 DF2325  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF2325
 DF2325  HORZ ORDER  -  SECOND
 DF2325  ELLP ORDER  -  FOURTH    CLASS II
 DF2325
 DF2325.This mark is at Baldwin County Airport (MLJ)
 DF2325
 DF2325.The horizontal coordinates were established by classical geodetic methods
 DF2325.and adjusted by the National Geodetic Survey in September 1997..
 DF2325
 DF2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2325
 DF2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2325
 DF2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2325
 DF2325.The ellipsoidal height was determined by GPS observations
 DF2325.and is referenced to NAD 83.
 DF2325
 DF2325.The geoid height was determined by GEOID03.
 DF2325
 DF2325;                    North         East     Units Scale Factor Converg.
 DF2325;SPC GA E     -   350,318.964    99,607.952   MT  1.00002423   -0 35 19.1
 DF2325;SPC GA E     - 1,149,338.13    326,797.09   sFT  1.00002423   -0 35 19.1
 DF2325;SPC GA W     -   350,183.214   786,171.879   MT  0.99999152   +0 30 18.9
 DF2325;SPC GA W     - 1,148,892.76  2,579,298.91   sFT  0.99999152   +0 30 18.9
 DF2325;UTM  17      - 3,670,723.491   290,824.800   MT  1.00013950   -1 13 37.5
 DF2325
 DF2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2325!SPC GA E     -   0.99998569  x   1.00002423  =   1.00000992
 DF2325!SPC GA W     -   0.99998569  x   0.99999152  =   0.99997721
 DF2325!UTM  17      -   0.99998569  x   1.00013950  =   1.00012519
 DF2325
 DF2325:                Primary Azimuth Mark                     Grid Az
 DF2325:SPC GA E     -  BV 005 204                               106 41 45.9
 DF2325:SPC GA W     -  BV 005 204                               105 36 07.9
 DF2325:UTM  17      -  BV 005 204                               107 20 04.3
 DF2325
 DF2325|---------------------------------------------------------------------|
 DF2325| PID    Reference Object                     Distance      Geod. Az  |
 DF2325|                                                           dddmmss.s |
 DF2325| DF2326 BV 005 204                          APPROX. 0.8 KM 1060626.8 |
 DF2325| DF2322 AIRPORT BCN BALDWIN CO APT          234.313 METERS 16210     |
 DF2325| DF2324 BV 005 25 DOTSAM                    172.913 METERS 17543     |
 DF2325| DF3249 BV 005 205 AZ MK                                   2185435.6 |
 DF2325| DF3250 BV 005 205 RM 1                      19.697 METERS 30919     |
 DF2325|---------------------------------------------------------------------|
 DF2325
 DF2325                          SUPERSEDED SURVEY CONTROL
 DF2325
 DF2325  NAD 83(1986)-  33 09 18.43206(N)    083 14 34.38562(W) AD(       ) 2
 DF2325  NAD 27      -  33 09 17.91885(N)    083 14 34.83031(W) AD(       ) 2
 DF2325  NGVD 29 (07/19/86)  118.4    (m)          388.     (f) VERT ANG       
 DF2325
 DF2325.Superseded values are not recommended for survey control.
 DF2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2325.See file dsdata.txt to determine how the superseded data were derived.
 DF2325
 DF2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9082570723(NAD 83)
 DF2325_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DF2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF2325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2325+STABILITY: SURFACE MOTION
 DF2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2325+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DF2325
 DF2325  HISTORY     - Date     Condition        Report By
 DF2325  HISTORY     - 1976     MONUMENTED       GADT
 DF2325  HISTORY     - 1987     GOOD             NGS
 DF2325
 DF2325                          STATION DESCRIPTION
 DF2325
 DF2325'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2325'THE STATION IS ABOUT 5 MILES NORTH OF MILLEDGEVILLE, 7-1/4
 DF2325'MILES SOUTHEAST OF FLAT ROCK, AND 10-1/2 MILES WEST-SOUTHWEST
 DF2325'OF DEVERAUX ON THE PROPERTY OF BALDWIN COUNTY.
 DF2325'
 DF2325'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 (STATE
 DF2325'ROUTE 24, COLUMBIA ROAD) AND STATE ROUTE 22 (MONTGOMERY STREET)
 DF2325'IN MILLEDGEVILLE, GO NORTH ALONG US HIGHWAY 441 (STATE ROUTE 24)
 DF2325'FOR 4.05 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 328 TO THE
 DF2325'RIGHT. CONTINUE GOING NORTH ALONG US HIGHWAY 441 FOR 1.3 MILES
 DF2325'TO THE JUNCTION OF PAVED COUNTY ROAD 91792 TO THE RIGHT. TURN
 DF2325'RIGHT GOING EASTERLY ALONG COUNTY ROAD 91792 FOR 0.7 MILE TO
 DF2325'THE JUNCTION OF PAVED COUNTY ROAD 91083 (SINCLAIR DAM ROAD)
 DF2325'CONTINUING STRAIGHT AHEAD AND COUNTY ROAD 91792 (AIRPORT
 DF2325'ROAD) TURNING SHARPLY TO THE LEFT. TURN LEFT GOING NORTH AND
 DF2325'THEN EAST ALONG COUNTY ROAD 91792 FOR 0.15 MILE TO THE JUNCTION
 DF2325'OF PAVED COUNTY ROAD 37 TO THE LEFT. TURN LEFT GOING
 DF2325'NORTHEAST ALONG COUNTY ROAD 37 FOR 0.45 MILE TO THE
 DF2325'JUNCTION OF PAVED COUNTY ROAD P423 TO THE RIGHT. TURN RIGHT
 DF2325'GOING EAST ALONG COUNTY ROAD P423 FOR 0.9 MILE TO ITS
 DF2325'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 36
 DF2325'CROSSING. TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 36 FOR
 DF2325'0.05 MILE TO ITS TERMINATION AT THE JUNCTION OF PAVED
 DF2325'COUNTY ROAD 30 (DIRT TO THE RIGHT, PAVED TO THE LEFT)
 DF2325'CROSSING. TURN RIGHT GOING WEST ALONG DIRT COUNTY ROAD 30 FOR
 DF2325'0.25 MILE TO THE STATION ON THE LEFT.
 DF2325'
 DF2325'THE STATION IS LOCATED 19 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DF2325'ROAD 30, 92.2 FEET WEST OF THE NORTHERN MOST ONE OF TWO WITNESS
 DF2325'POSTS FOR BALDWIN 1000 (DOTSAM), 93.0 FEET WEST-NORTHWEST OF THE
 DF2325'SOUTHERN MOST ONE OF THE TWO WITNESS POSTS FOR BALDWIN 1000, 414
 DF2325'FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2325'CENTERLINES OF THE AIRPORT RUNWAY AND A
 DF2325'TAXIWAY TO THE SOUTH, 230.8 FEET EAST OF A 6 INCH PINE TREE,
 DF2325'132.2 FEET WEST-SOUTHWEST OF A 12 INCH PINE TREE (S) SHAPTED
 DF2325'AT THE BASE ON THE NORTH SIDE OF THE ROAD, AND 3.0 FEET NORTH
 DF2325'OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2325'STAMPED---005-205 1976---, SET IN THE TOP OF A 10 INCH
 DF2325'CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2 INCHES
 DF2325'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION
 DF2325'IS A STANDARD DISK STAMPED---005-205 1976---, SET
 DF2325'IN THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.89
 DF2325'METER BELOW THE SURFACE OF THE GROUND.
 DF2325'
 DF2325'RM 1 IS LOCATED 21 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 DF2325'30, 173.2 FEET WEST OF THE 12 INCH PINE TREE (S) SHAPED AT THE
 DF2325'BASE, 184.2 FEET EAST-NORTHEAST OF THE 6 INCH PINE TREE, 151.8
 DF2325'FEET WEST-NORTHWEST OF THE NORTHERN MOST WITNESS POST OF
 DF2325'BALDWIN 1000, 152.49 FEET WEST-NORTHWEST OF BALDWIN 1000
 DF2325'(DOTSAM) , AND 2.9 FEET SOUTH OF A WITNESS POST. IT IS A
 DF2325'STANDARD DISK STAMPED---005-205 RM 1 1976---, SET IN THE TOP
 DF2325'OF A 10 INCH CONCRETE POST WITH STEEL RODS EMBEDDED 2 INCHES
 DF2325'ABOVE THE SURFACE OF THE GROUND.
 DF2325'
 DF2325'BALDWIN 1000 (DOTSAM) IS A DEPARTMENT OF TRANSPORTATION, OFFICE
 DF2325'OF SURVEYS AND AERIAL MAPPING STANDARD BRASS DISK
 DF2325'STAMPED---BALDWIN 1000---,
 DF2325'ESTABLISHED FOR THE 1000 METER POINT OF A
 DF2325'CALIBRATED BASELINE. IT IS LOCATED 34 FEET SOUTH OF THE CENTER
 DF2325'LINE OF COUNTY ROAD 30, 322.2 FEET EAST OF THE 6 INCH PINE
 DF2325'TREE, 471 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF
 DF2325'THE CENTERLINES OF THE AIRPORT RUNWAY AND THE TAXIWAY, 2.8
 DF2325'FEET SOUTH OF A WITNESS POST, AND 2.8 FEET NORTH OF ANOTHER
 DF2325'WITNESS POST. IT IS SET IN THE TOP OF A 10 INCH
 DF2325'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2325'GROUND.
 DF2325'
 DF2325'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROADS
 DF2325'FOR 0.7 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 DF2325'9 TO THE RIGHT AND COUNTY ROAD 29 CONTINUING AHEAD. CONTINUE
 DF2325'EAST ALONG COUNTY ROAD 29 (AIRPORT ROAD) 0.2 MILE TO THE AZIMUTH
 DF2325'MARK ON THE RIGHT. IT IS LOCATED 51 FEET SOUTH-SOUTHEAST OF THE
 DF2325'CENTERLINE OF THE ROAD, 133.2 FEET WEST-SOUTHWEST OF A FIRE
 DF2325'HYDRANT, 21.0 FEET WEST-SOUTHWEST OF A POWER POLE WITH A
 DF2325'TRANSFORMER, 92.5 FEET SOUTH OF A TELEPHONE POLE WITH AN
 DF2325'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON THE NORTH
 DF2325'SIDE OF THE ROAD, AND 2.5 FEET SOUTH-SOUTHEAST OF A WITNESS
 DF2325'POST. IT IS A STANDARD DISK STAMPED---005-205 1976
 DF2325'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2325'POST WITH STEEL RODS EMBEDDED 2 INCHES BELOW THE SURFACE
 DF2325'OF THE GROUND.
 DF2325'
 DF2325'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2325
 DF2325                          STATION RECOVERY (1987)
 DF2325
 DF2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DF2325'THE STATION WAS RECOVERED AT THIS DATE.
 DF2325'OTHER MARKS NOT SEARCHED FOR.
 DF2325'
 DF2325'THE STATION IS LOCATED AT THE BALDWIN COUNTY AIRPORT, ALONG THE
 DF2325'TREE LINE ON THE NORTH SIDE OF THE RUNWAY.
 DF2325'OWNERSHIP---BALDWIN COUNTY, C/O AIRPORT MANAGER JOHN HAAG, COUNTY
 DF2325'COURTHOUSE, MILLEDGEVILLE GA 31061.  PHONE (912) 453-9358.
 DF2325'
 DF2325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 DF2325'STATE HIGHWAYS 22, 24, IN THE WEST PART OF MILLEDGEVILLE, GO
 DF2325'NORTH FOR 3.7 KM (2.3 MI) ON HIGHWAYS 24 AND 441 (NORTH COLUMBIA
 DF2325'STREET) TO THE ENTRANCE TO HATCHER SQUARE MALL ON THE LEFT.
 DF2325'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 4.8 KM (3.0 MI) ON THE
 DF2325'HIGHWAYS TO A ROAD RIGHT.
 DF2325'TURN RIGHT AND GO NORTHEAST FOR 1.1 KM (0.7 MI) ON LOG CABIN ROAD
 DF2325'TO A ROAD LEFT.  TURN LEFT AND GO NORTH, THEN EAST FOR 0.2 KM (0.15
 DF2325'MI) ON PAVED ROAD TO A ROAD LEFT AND FIREHOUSE ON THE RIGHT.
 DF2325'CONTINUE AHEAD FOR 1.7 KM (1.05 MI) TO ROAD END AT AIRPORT GATE.
 DF2325'PASS THROUGH GATE THEN BEAR HALF LEFT ACROSS TARMAC FOR 0.1 KM
 DF2325'(0.05 MI) TO JUNCTION OF TAXIWAY AND RAMP.  TURN LEFT AND GO NORTH
 DF2325'FOR 0.1 KM (0.05 MI) ON RAMP TO NORTH SIDE OF RUNWAY, THEN TURN
 DF2325'LEFT ALONG SIDE OF RUNWAY FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 DF2325'RIGHT AT TREE LINE.
 DF2325'
 DF2325'THE STATION IS A STANDARD GADT DISK
 DF2325'STAMPED---005 205 1976---,
 DF2325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 DF2325'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 DF2325'9 METERS (29.5 FT) SOUTH FROM THE TREE LINE,
 DF2325'70.4 METERS (231.0 FT) EAST FROM A LONE 30-CM PINE TREE,
 DF2325'0.9 METERS (3.0 FT) NORTH FROM A METAL WITNESS POST,
 DF2325'0.3 METERS (1.0 FT) WEST FROM A FIBERGLASS WITNESS POST,
 DF2325'28.1 METERS (92.2 FT) WEST-NORTHWEST FROM A NGS CALIBRATION BASE
 DF2325'LINE POINT 1000, AND ABOUT 100 METERS NORTH OF THE RUNWAY.
 DF2325'
 DF2325'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2337 ***********************************************************************
 DF2337  DESIGNATION -  BV 005 206
 DF2337  PID         -  DF2337
 DF2337  STATE/COUNTY-  GA/BALDWIN
 DF2337  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF2337
 DF2337                         *CURRENT SURVEY CONTROL
 DF2337  ___________________________________________________________________
 DF2337* NAD 83(1994)-  33 10 01.47794(N)    083 19 41.31371(W)     ADJUSTED  
 DF2337* NAVD 88     -       106.     (meters)     348.     (feet)  VERTCON   
 DF2337  ___________________________________________________________________
 DF2337  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DF2337  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DF2337
 DF2337  HORZ ORDER  -  SECOND
 DF2337
 DF2337.The horizontal coordinates were established by classical geodetic methods
 DF2337.and adjusted by the National Geodetic Survey in September 1997..
 DF2337
 DF2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2337
 DF2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2337
 DF2337.The geoid height was determined by GEOID03.
 DF2337
 DF2337;                    North         East     Units Scale Factor Converg.
 DF2337;SPC GA E     -   351,730.140    91,669.204   MT  1.00004465   -0 38 07.7
 DF2337;SPC GA E     - 1,153,967.97    300,751.38   sFT  1.00004465   -0 38 07.7
 DF2337;UTM  17      - 3,672,223.246   282,901.275   MT  1.00018115   -1 16 27.1
 DF2337
 DF2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2337!SPC GA E     -   0.99998769  x   1.00004465  =   1.00003234
 DF2337!UTM  17      -   0.99998769  x   1.00018115  =   1.00016884
 DF2337
 DF2337:                Primary Azimuth Mark                     Grid Az
 DF2337:SPC GA E     -  TOM RM 4                                 300 44 00.8
 DF2337:UTM  17      -  TOM RM 4                                 301 22 20.2
 DF2337
 DF2337|---------------------------------------------------------------------|
 DF2337| PID    Reference Object                     Distance      Geod. Az  |
 DF2337|                                                           dddmmss.s |
 DF2337| DF2341 TOM RM 4                            APPROX. 4.7 KM 3000553.1 |
 DF2337| DF3251 BV 005 206 AZ MK                                   3161429.4 |
 DF2337| DF2338 BV 005 206 GADT PTA                  17.634 METERS 34031     |
 DF2337|---------------------------------------------------------------------|
 DF2337
 DF2337                          SUPERSEDED SURVEY CONTROL
 DF2337
 DF2337  NAD 83(1986)-  33 10 01.48271(N)    083 19 41.31271(W) AD(       ) 2
 DF2337  NAD 27      -  33 10 00.97976(N)    083 19 41.74767(W) AD(       ) 2
 DF2337  NGVD 29 (07/19/86)  106.     (m)          348.     (f) VERT ANG       
 DF2337
 DF2337.Superseded values are not recommended for survey control.
 DF2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2337.See file dsdata.txt to determine how the superseded data were derived.
 DF2337
 DF2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8290172223(NAD 83)
 DF2337_MARKER: DD = SURVEY DISK
 DF2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2337
 DF2337  HISTORY     - Date     Condition        Report By
 DF2337  HISTORY     - 1976     MONUMENTED       GADT
 DF2337
 DF2337                          STATION DESCRIPTION
 DF2337
 DF2337'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2337'THE STATION IS ABOUT 4-3/4 MILES SOUTH OF FLAT ROCK, 8-1/4 MILES
 DF2337'NORTHWEST OF MILLEDGEVILLE, AND 11 MILES NORTH-NORTHEAST OF
 DF2337'HADDOCK ON THE PROPERTY OF MR. AL HASLAM, ROUTE 4, BOX 320,
 DF2337'MILLEDGEVILLE, PHONE 912-968-5461.
 DF2337'
 DF2337'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 212, AND
 DF2337'STATE ROUTE 22 LOCATED ABOUT 2-1/2 MILES WEST OF MILLEDGEVILLE,
 DF2337'GO NORTHWEST ALONG STATE ROUTE 212 FOR 2.8 MILES TO THE JUNCTION
 DF2337'OF COUNTY ROAD 39 (LINDSEY ROAD) TO THE RIGHT. CONTINUE GOING
 DF2337'NORTHWEST ALONG STATE ROUTE 212 FOR 3.8 MILES TO THE JUNCTION OF
 DF2337'PAVED COUNTY ROAD 92107 (HASLAMS MARINA ROAD) CROSSING. TURN
 DF2337'RIGHT GOING NORTHEAST ALONG COUNTY ROAD 92107 FOR 1.7 MILES TO
 DF2337'ITS TERMINATION AT THE JUNCTION OF A RAILWAY CROSSING, DIRT
 DF2337'COUNTY ROAD 77 TO THE RIGHT, AND THE AZIMUTH MARK ON THE
 DF2337'LEFT.  CONTINUE GOING NORTH ALONG A DRIVEWAY TO HASLAMS
 DF2337'MARINA PARKING AREA FOR 0.05 MILE TO THE STATION ON THE
 DF2337'RIGHT.
 DF2337'
 DF2337'THE STATION IS LOCATED 106.5 FEET SOUTH OF THE SOUTHEAST CORNER
 DF2337'OF AN ALUMINUM BUILDING ON THE NORTHERN SIDE OF THE ROAD, 95.0
 DF2337'FEET EAST-NORTHEAST OF THE EASTERN CORNER OF A CONCRETE REST
 DF2337'ROOM BUILDING, 62.3 FEET SOUTHEAST OF A 15 INCH PINE TREE, AND
 DF2337'14 FEET SOUTH-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF2337'BRASS DISK STAMPED---005-206 1976---, SET IN THE TOP OF A 10
 DF2337'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2337'THE GROUND WITH FERROUS METAL RODS EMBEDDED. THE UNDERGROUND
 DF2337'STATION IS A STANDARD DISK STAMPED---005-206 1976---, SET IN
 DF2337'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.90 METER
 DF2337'BELOW THE SURFACE OF THE GROUND.
 DF2337'
 DF2337'THE AZIMUTH MARK IS LOCATED 926.0 FEET ALONG THE RAILWAY
 DF2337'NORTHWEST OF THE CENTERLINE OF THE ROAD, 57.5 FEET NORTHWEST OF
 DF2337'THE SOUTHEAST END OF THE NORTHEASTERN WING WALL OF A RAILWAY
 DF2337'BRIDGE OVER LAKE SINCLAIR, 59.0 FEET NORTH-NORTHWEST OF THE
 DF2337'SOUTHEAST END OF THE SOUTHWESTERN WING WALL OF THE RAILWAY
 DF2337'BRIDGE, AND 8.7 FEET NORTHEAST OF THE SOUTHWEST RAIL OF THE
 DF2337'TRACKS. IT IS A STANDARD DISK STAMPED---005-206 1976 AZMK---,
 DF2337'SET IN A 1 INCH DRILLED HOLE IN THE CONCRETE SURFACE OF THE
 DF2337'NORTHEASTERN WING WALL OF THE BRIDGE AND FLUSH WITH THE
 DF2337'SURFACE OF THE WING WALL.
 DF2337'
 DF2337'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2335 ***********************************************************************
 DF2335  DESIGNATION -  BV 005 207
 DF2335  PID         -  DF2335
 DF2335  STATE/COUNTY-  GA/BALDWIN
 DF2335  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF2335
 DF2335                         *CURRENT SURVEY CONTROL
 DF2335  ___________________________________________________________________
 DF2335* NAD 83(1994)-  33 08 32.56061(N)    083 18 11.15092(W)     ADJUSTED  
 DF2335* NAVD 88     -       144.     (meters)     472.     (feet)  VERTCON   
 DF2335  ___________________________________________________________________
 DF2335  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DF2335  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DF2335
 DF2335  HORZ ORDER  -  SECOND
 DF2335
 DF2335.The horizontal coordinates were established by classical geodetic methods
 DF2335.and adjusted by the National Geodetic Survey in September 1997..
 DF2335
 DF2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2335
 DF2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2335
 DF2335.The geoid height was determined by GEOID03.
 DF2335
 DF2335;                    North         East     Units Scale Factor Converg.
 DF2335;SPC GA E     -   348,965.238    93,975.577   MT  1.00003856   -0 37 16.9
 DF2335;SPC GA E     - 1,144,896.79    308,318.21   sFT  1.00003856   -0 37 16.9
 DF2335;UTM  17      - 3,669,432.442   285,176.998   MT  1.00016903   -1 15 34.7
 DF2335
 DF2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2335!SPC GA E     -   0.99998173  x   1.00003856  =   1.00002029
 DF2335!UTM  17      -   0.99998173  x   1.00016903  =   1.00015076
 DF2335
 DF2335|---------------------------------------------------------------------|
 DF2335| PID    Reference Object                     Distance      Geod. Az  |
 DF2335|                                                           dddmmss.s |
 DF2335| DF2336 BV 005 207 GADT RM 1                 25.289 METERS 18029     |
 DF2335| DF2355 WOODALL                             APPROX. 4.9 KM 2203440.8 |
 DF2335| DF3252 BV 005 207 AZ MK                                   2204959.5 |
 DF2335|---------------------------------------------------------------------|
 DF2335
 DF2335                          SUPERSEDED SURVEY CONTROL
 DF2335
 DF2335  NAD 83(1986)-  33 08 32.56510(N)    083 18 11.14933(W) AD(       ) 2
 DF2335  NAD 27      -  33 08 32.06325(N)    083 18 11.58376(W) AD(       ) 2
 DF2335  NGVD 29 (07/19/86)  144.     (m)          472.     (f) VERT ANG       
 DF2335
 DF2335.Superseded values are not recommended for survey control.
 DF2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2335.See file dsdata.txt to determine how the superseded data were derived.
 DF2335
 DF2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8517769432(NAD 83)
 DF2335_MARKER: DD = SURVEY DISK
 DF2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2335
 DF2335  HISTORY     - Date     Condition        Report By
 DF2335  HISTORY     - 1976     MONUMENTED       GADT
 DF2335
 DF2335                          STATION DESCRIPTION
 DF2335
 DF2335'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2335'THE STATION IS ABOUT 6 MILES NORTHWEST OF MILLEDGEVILLE, 6-1/2
 DF2335'MILES SOUTH OF FLAT ROCK, AND 10-1/2 MILES NORTHEAST OF HADDOCK
 DF2335'ON THE PROPERTY OF M.W. MCMILLAN.
 DF2335'
 DF2335'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 212, AND
 DF2335'STATE ROUTE 22 LOCATED ABOUT 2-1/2 MILES WEST OF MILLEDGEVILLE,
 DF2335'GO NORTHWEST ALONG STATE ROUTE 212 FOR 2.8 MILES TO THE
 DF2335'JUNCTION OF COUNTY ROAD 39 (LINDSEY ROAD) TO THE RIGHT. TURN
 DF2335'RIGHT GOING NORTH ALONG COUNTY ROAD 39 FOR 1.35 MILES TO THE
 DF2335'JUNCTION OF A DIRT DRIVEWAY LEADING TO THE M.W. MCMILLAN
 DF2335'RESIDENCE TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT. TURN
 DF2335'RIGHT GOING EAST ALONG THE DRIVEWAY FOR 0.15 MILE TO THE
 DF2335'STATION ON THE RIGHT.
 DF2335'
 DF2335'THE STATION IS LOCATED 9 FEET EAST OF THE CENTERLINE OF THE
 DF2335'DRIVEWAY, 29.5 FEET SOUTHEAST OF A FENCE CORNER POST ON THE
 DF2335'WEST SIDE OF THE DRIVEWAY, 129.9 FEET SOUTH OF A POWER POLE ON
 DF2335'THE EAST SIDE OF THE HOUSE, AND 2.3 FEET WEST OF A WITNESS POST
 DF2335'SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF2335'STAMPED---005-207 1976---, SET IN THE TOP OF A 10 INCH
 DF2335'CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED 2
 DF2335'INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF2335'STATION IS A STANDARD DISK STAMPED---005-207 1976---, SET IN
 DF2335'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.91
 DF2335'METER BELOW THE SURFACE OF THE GROUND.
 DF2335'
 DF2335'RM 1 IS LOCATED 10 FEET EAST OF THE DRIVEWAY CENTERLINE, 95.0
 DF2335'FEET SOUTH-SOUTHEAST OF THE FENCE CORNER POST, 212.0 FEET SOUTH
 DF2335'OF THE POWER POLE, 2.3 FEET WEST OF THE FENCELINE, AND 3.1 FEET
 DF2335'NORTH OF A WITNESS POST. IT IS A STANDARD DISK
 DF2335'STAMPED---005-207 1976---, SET IN THE TOP OF A 10 INCH
 DF2335'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF2335'GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2335'
 DF2335'THE AZIMUTH MARK IS LOCATED 27 FEET SOUTHWEST OF THE CENTERLINE
 DF2335'OF THE ROAD, 101 FEET NORTHWEST OF THE POINT OF INTERSECTION OF
 DF2335'THE CENTERLINES OF THE ROAD AND THE DRIVEWAY, 40.5 FEET SOUTH
 DF2335'EAST OF A POWER POLE, AND 2.2 FEET NORTHEAST OF A WITNESS POST
 DF2335'SET AT A FENCELINE. IT IS A STANDARD DISK STAMPED---005-207
 DF2335'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2335'POST WITH FERROUS METAL RODS EMBEDDED 2 INCHES BELOW THE
 DF2335'SURFACE OF THE GROUND.
 DF2335'
 DF2335'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2357 ***********************************************************************
 DF2357  DESIGNATION -  BV 005 208
 DF2357  PID         -  DF2357
 DF2357  STATE/COUNTY-  GA/BALDWIN
 DF2357  USGS QUAD   -  BROWNS CROSSING (1985)
 DF2357
 DF2357                         *CURRENT SURVEY CONTROL
 DF2357  ___________________________________________________________________
 DF2357* NAD 83(1994)-  33 04 29.39884(N)    083 21 58.59686(W)     ADJUSTED  
 DF2357* NAVD 88     -       147.     (meters)     482.     (feet)  VERTCON   
 DF2357  ___________________________________________________________________
 DF2357  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DF2357  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DF2357
 DF2357  HORZ ORDER  -  SECOND
 DF2357
 DF2357.The horizontal coordinates were established by classical geodetic methods
 DF2357.and adjusted by the National Geodetic Survey in September 1997..
 DF2357
 DF2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2357
 DF2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2357
 DF2357.The geoid height was determined by GEOID03.
 DF2357
 DF2357;                    North         East     Units Scale Factor Converg.
 DF2357;SPC GA E     -   341,539.863    87,995.167   MT  1.00005463   -0 39 17.1
 DF2357;SPC GA E     - 1,120,535.37    288,697.48   sFT  1.00005463   -0 39 17.1
 DF2357;UTM  17      - 3,662,073.067   279,113.474   MT  1.00020162   -1 17 30.8
 DF2357
 DF2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2357!SPC GA E     -   0.99998124  x   1.00005463  =   1.00003587
 DF2357!UTM  17      -   0.99998124  x   1.00020162  =   1.00018286
 DF2357
 DF2357:                Primary Azimuth Mark                     Grid Az
 DF2357:SPC GA E     -  WOODALL                                  036 21 35.5
 DF2357:UTM  17      -  WOODALL                                  036 59 49.2
 DF2357
 DF2357|---------------------------------------------------------------------|
 DF2357| PID    Reference Object                     Distance      Geod. Az  |
 DF2357|                                                           dddmmss.s |
 DF2357| DF2355 WOODALL                             APPROX. 4.6 KM 0354218.4 |
 DF2357| DF2356 BV 005 208 GADT RM 1                 22.851 METERS 08712     |
 DF2357| DF3253 BV 005 208 AZ MK                                   2700024.2 |
 DF2357|---------------------------------------------------------------------|
 DF2357
 DF2357                          SUPERSEDED SURVEY CONTROL
 DF2357
 DF2357  NAD 83(1986)-  33 04 29.40343(N)    083 21 58.59533(W) AD(       ) 2
 DF2357  NAD 27      -  33 04 28.90026(N)    083 21 59.03024(W) AD(       ) 2
 DF2357  NGVD 29 (07/19/86)  147.     (m)          482.     (f) VERT ANG       
 DF2357
 DF2357.Superseded values are not recommended for survey control.
 DF2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2357.See file dsdata.txt to determine how the superseded data were derived.
 DF2357
 DF2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7911362073(NAD 83)
 DF2357_MARKER: DD = SURVEY DISK
 DF2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2357
 DF2357  HISTORY     - Date     Condition        Report By
 DF2357  HISTORY     - 1976     MONUMENTED       GADT
 DF2357
 DF2357                          STATION DESCRIPTION
 DF2357
 DF2357'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2357'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF HADDOCK, 8 MILES
 DF2357'WEST OF MILLEDGEVILLE, AND 8-1/4 MILES WEST-NORTHWEST OF
 DF2357'SCOTTSBORO ON COUNTY RIGHT OF WAY.
 DF2357'
 DF2357'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 22 AND
 DF2357'STATE ROUTE 212 LOCATED ABOUT 2-1/2 MILES WEST OF MILLEDGEVILLE,
 DF2357'GO WEST ALONG STATE ROUTE 22 FOR 4.6 MILES TO THE JUNCTION OF
 DF2357'PAVED COUNTY ROAD 72 (PETTIGREW ROAD) TO THE LEFT AND UNPAVED
 DF2357'WATSON ROAD TO THE RIGHT.  CONTINUE GOING WEST ALONG STATE ROUTE
 DF2357'22 FOR 0.85 MILE TO THE JUNCTION
 DF2357'OF PAVED COUNTY ROAD 70 (LAWRENCE
 DF2357'ROAD) TO THE RIGHT. TURN RIGHT GOING WEST ALONG COUNTY ROAD 70
 DF2357'FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 71 (FISHING
 DF2357'CREEK CHURCH ROAD) TO THE RIGHT. CONTINUE GOING WEST ALONG
 DF2357'COUNTY ROAD 70 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 DF2357'
 DF2357'THE STATION IS LOCATED 29 FEET SOUTH OF THE CENTERLINE OF THE
 DF2357'ROAD, 103.4 FEET WEST-SOUTHWEST OF A FENCE CORNER POST IN A
 DF2357'WHITE RAIL FENCE ON THE NORTH SIDE OF THE ROAD AND WEST SIDE OF
 DF2357'A DRIVEWAY TO THE NORTH, 104.8 FEET SOUTH-SOUTHWEST OF A POWER
 DF2357'POLE ON THE NORTH SIDE OF THE ROAD, AND 4.0 FEET NORTH OF A
 DF2357'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---005-208
 DF2357'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2357'2 INCHES BELOW THE SURFACE OF THE GROUND WITH FERROUS METAL
 DF2357'RODS EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2357'STAMPED---005-208 1976---, SET IN THE TOP OF A 5 INCH
 DF2357'CONCRETE CYLINDER APPROXIMATELY 0.86 METER BELOW THE SURFACE
 DF2357'OF THE GROUND.
 DF2357'
 DF2357'RM 1 IS LOCATED 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DF2357'58.4 FEET SOUTH OF THE FENCE CORNER POST OF THE WOOD FENCE ON
 DF2357'THE NORTHERN SIDE OF THE ROAD, 87.4 FEET SOUTH-SOUTHEAST OF THE
 DF2357'POWER POLE ON THE NORTHERN SIDE OF THE ROAD, AND 3.0 FEET NORTH
 DF2357'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---005-208
 DF2357'1976 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2357'POST 2 INCHES ABOVE THE SURFACE OF THE GROUND WITH FERROUS
 DF2357'METAL RODS EMBEDDED.
 DF2357'
 DF2357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG COUNTY
 DF2357'ROAD 70 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT. IT IS
 DF2357'LOCATED 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20.6 FEET
 DF2357'WEST-NORTHWEST OF THE NORTH END OF A 15 INCH CONCRETE CULVERT
 DF2357'PIPE UNDER THE ROAD, 95.4 FEET WEST OF A TELEPHONE POLE, 198.8
 DF2357'FEET NORTHEAST OF A TELEPHONE POLE ON THE SOUTH SIDE OF THE
 DF2357'ROAD, 24.0 FEET EAST OF A 12 INCH FORKED PINE TREE, AND 3.0
 DF2357'FEET SOUTH OF A WITNESS POST. IT IS A STANDARD DISK
 DF2357'STAMPED---005-208 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2357'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2357'GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2357'
 DF2357'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2350 ***********************************************************************
 DF2350  DESIGNATION -  BV 005 209
 DF2350  PID         -  DF2350
 DF2350  STATE/COUNTY-  GA/BALDWIN
 DF2350  USGS QUAD   -  BROWNS CROSSING (1985)
 DF2350
 DF2350                         *CURRENT SURVEY CONTROL
 DF2350  ___________________________________________________________________
 DF2350* NAD 83(1994)-  33 01 49.70797(N)    083 17 15.34947(W)     ADJUSTED  
 DF2350* NAVD 88     -       157.     (meters)     515.     (feet)  VERTCON   
 DF2350  ___________________________________________________________________
 DF2350  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DF2350  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DF2350
 DF2350  HORZ ORDER  -  SECOND
 DF2350
 DF2350.The horizontal coordinates were established by classical geodetic methods
 DF2350.and adjusted by the National Geodetic Survey in September 1997..
 DF2350
 DF2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2350
 DF2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2350
 DF2350.The geoid height was determined by GEOID03.
 DF2350
 DF2350;                    North         East     Units Scale Factor Converg.
 DF2350;SPC GA E     -   336,539.164    95,289.216   MT  1.00003515   -0 36 39.8
 DF2350;SPC GA E     - 1,104,128.91    312,628.04   sFT  1.00003515   -0 36 39.8
 DF2350;UTM  17      - 3,656,990.920   286,352.494   MT  1.00016283   -1 14 50.7
 DF2350
 DF2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2350!SPC GA E     -   0.99997970  x   1.00003515  =   1.00001485
 DF2350!UTM  17      -   0.99997970  x   1.00016283  =   1.00014252
 DF2350
 DF2350|---------------------------------------------------------------------|
 DF2350| PID    Reference Object                     Distance      Geod. Az  |
 DF2350|                                                           dddmmss.s |
 DF2350| DF2351 BV 005 209 GADT RM 1                 28.639 METERS 19826     |
 DF2350| DF3254 BV 005 209 AZ MK                                   3304922.1 |
 DF2350|---------------------------------------------------------------------|
 DF2350
 DF2350                          SUPERSEDED SURVEY CONTROL
 DF2350
 DF2350  NAD 83(1986)-  33 01 49.71252(N)    083 17 15.34755(W) AD(       ) 2
 DF2350  NAD 27      -  33 01 49.20946(N)    083 17 15.77710(W) AD(       ) 2
 DF2350  NGVD 29 (07/19/86)  157.     (m)          515.     (f) VERT ANG       
 DF2350
 DF2350.Superseded values are not recommended for survey control.
 DF2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2350.See file dsdata.txt to determine how the superseded data were derived.
 DF2350
 DF2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8635256991(NAD 83)
 DF2350_MARKER: DD = SURVEY DISK
 DF2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2350
 DF2350  HISTORY     - Date     Condition        Report By
 DF2350  HISTORY     - 1976     MONUMENTED       GADT
 DF2350
 DF2350                          STATION DESCRIPTION
 DF2350
 DF2350'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2350'THE STATION IS ABOUT 3 MILES WEST OF SCOTTSBORO, 5 MILES SOUTH
 DF2350'WEST OF MILLEDGEVILLE, AND 8-1/4 MILES EAST OF HADDOCK ON
 DF2350'COUNTY RIGHT OF WAY.
 DF2350'
 DF2350'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MILLEDGEVILLE,
 DF2350'GO WEST ALONG STATE ROUET 49 FOR 0.35 MILE TO THE JUNCTION OF
 DF2350'U.S. HIGHWAY 441 CROSSING AND STATE ROUTE 29 BEGINNING TO THE
 DF2350'LEFT. CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 49 FOR 3.2
 DF2350'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92108 (ALLEN MEMORIAL
 DF2350'DRIVE) TO THE LEFT AND PAVED COUNTY ROAD 99 TO THE RIGHT.
 DF2350'CONTINUE GOING SOUTH ALONG STATE ROUTE 49 FOR 1.35 MILE TO THE
 DF2350'JUNCTION OF PAVED COUNTY ROAD 114 (FOX HILL ROAD) TO THE LEFT.
 DF2350'TURN LEFT GOING SOUTH ALONG COUNTY ROAD 114 FOR 1.0 MILE TO
 DF2350'THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING SOUTH ALONG
 DF2350'COUNTY ROAD 114 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DF2350'
 DF2350'THE STATION IS LOCATED 31 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2350'OF THE ROAD, 126.3 FEET SOUTH-SOUTHEAST OF CONCRETE UNDERGROUND
 DF2350'PIPE LINE MARKER FOR THE GEORGIA NATURAL GAS COMPANY, 22.9 FEET
 DF2350'NORTHWEST OF AN 8 INCH PINE TREE WITH A DOUBLE FORK, 115.5 FEET
 DF2350'EAST-SOUTHEAST OF ANOTHER CONCRETE UNDERGROUND PIPE LINE MARKER
 DF2350'FOR THE GEORGIA NATURAL GAS COMPANY ON THE WESTERN SIDE OF THE
 DF2350'ROAD, 96.3 FEET NORTH-NORTHEAST OF A WITNESS POST FOR REFERENCE
 DF2350'MARK 1 ON THE WESTERN SIDE OF THE ROAD, AND 3.5 FEET
 DF2350'WEST-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2350'STAMPED---005-209 1976---, SET IN THE TOP OF A 10 INCH
 DF2350'CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2 INCHES
 DF2350'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION
 DF2350'IS A STANDARD DISK STAMPED---005-209 1976---, SET IN THE TOP
 DF2350'OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.80 METER BELOW
 DF2350'THE SURFACE OF THE GROUND.
 DF2350'
 DF2350'RM 1 IS LOCATED 42 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DF2350'ROAD, 126.1 FEET SOUTH-SOUTHEAST OF THE CONCRETE UNDERGROUND
 DF2350'PIPE LINE MARKER ON THE WESTERN SIDE OF THE ROAD, 203.0 FEET
 DF2350'SOUTH OF THE OTHER CONCRETE UNDERGROUND PIPE LINE MARKER, 96.7
 DF2350'FEET SOUTH-SOUTHWEST OF THE STATION WITNESS POST, 99.2 FEET
 DF2350'SOUTHWEST OF THE DOUBLE FORKED 8 INCH PINE TREE, AND 3.3 FEET
 DF2350'EAST-NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2350'STAMPED---005-209 1976---, SET IN THE TOP OF A 10 INCH
 DF2350'CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2 INCHES
 DF2350'ABOVE THE SURFACE OF THE GROUND.
 DF2350'
 DF2350'THE AZIMUTH MARK IS LOCATED 29 FEET WEST OF THE CENTERLINE OF
 DF2350'THE ROAD, 186.5 FEET SOUTH OF A TELEPHONE POLE, 124.9 FEET
 DF2350'NORTHWEST OF A POWER POLE ON THE EASTERN SIDE OF THE ROAD, 151.7
 DF2350'FEET NORTHWEST OF THE NORTH END OF A 12 INCH CONCRETE CULVERT
 DF2350'UNDER A DRIVEWAY TO THE EAST, AND 3.4 FEET EAST OF A WITNESS
 DF2350'POST. IT IS A STANDARD DISK STAMPED---005-209 1976 AZMK---, SET
 DF2350'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH STEEL
 DF2350'RODS EMBEDDED 4 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2350'
 DF2350'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2353 ***********************************************************************
 DF2353  DESIGNATION -  BV 005 210
 DF2353  PID         -  DF2353
 DF2353  STATE/COUNTY-  GA/BALDWIN
 DF2353  USGS QUAD   -  BROWNS CROSSING (1985)
 DF2353
 DF2353                         *CURRENT SURVEY CONTROL
 DF2353  ___________________________________________________________________
 DF2353* NAD 83(1994)-  33 03 09.39056(N)    083 19 41.26973(W)     ADJUSTED  
 DF2353* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 DF2353  ___________________________________________________________________
 DF2353  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DF2353  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DF2353
 DF2353  HORZ ORDER  -  SECOND
 DF2353
 DF2353.The horizontal coordinates were established by classical geodetic methods
 DF2353.and adjusted by the National Geodetic Survey in September 1997..
 DF2353
 DF2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2353
 DF2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2353
 DF2353.The geoid height was determined by GEOID03.
 DF2353
 DF2353;                    North         East     Units Scale Factor Converg.
 DF2353;SPC GA E     -   339,035.022    91,529.749   MT  1.00004503   -0 38 00.7
 DF2353;SPC GA E     - 1,112,317.40    300,293.85   sFT  1.00004503   -0 38 00.7
 DF2353;UTM  17      - 3,659,528.727   282,620.492   MT  1.00018267   -1 16 13.0
 DF2353
 DF2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2353!SPC GA E     -   0.99998157  x   1.00004503  =   1.00002660
 DF2353!UTM  17      -   0.99998157  x   1.00018267  =   1.00016423
 DF2353
 DF2353:                Primary Azimuth Mark                     Grid Az
 DF2353:SPC GA E     -  BV 005 210 AZ MK                         134 43 23.8
 DF2353:UTM  17      -  BV 005 210 AZ MK                         135 21 36.1
 DF2353
 DF2353|---------------------------------------------------------------------|
 DF2353| PID    Reference Object                     Distance      Geod. Az  |
 DF2353|                                                           dddmmss.s |
 DF2353| DF3255 BV 005 210 AZ MK                                   1340523.1 |
 DF2353| DF2354 BV 005 210 GADT RM 1                 28.756 METERS 31657     |
 DF2353|---------------------------------------------------------------------|
 DF2353
 DF2353                          SUPERSEDED SURVEY CONTROL
 DF2353
 DF2353  NAD 83(1986)-  33 03 09.39512(N)    083 19 41.26777(W) AD(       ) 2
 DF2353  NAD 27      -  33 03 08.89548(N)    083 19 41.69198(W) AD(       ) 2
 DF2353  NGVD 29 (07/19/86)  145.     (m)          476.     (f) VERT ANG       
 DF2353
 DF2353.Superseded values are not recommended for survey control.
 DF2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2353.See file dsdata.txt to determine how the superseded data were derived.
 DF2353
 DF2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8262059529(NAD 83)
 DF2353_MARKER: DD = SURVEY DISK
 DF2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2353
 DF2353  HISTORY     - Date     Condition        Report By
 DF2353  HISTORY     - 1976     MONUMENTED       GADT
 DF2353
 DF2353                          STATION DESCRIPTION
 DF2353
 DF2353'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2353'THE STATION IS ABOUT 5-3/4 MILES WEST-NORTHWEST OF SCOTTSBORO,
 DF2353'6-1/4 MILES WEST-SOUTHWEST OF MILLEDGEVILLE, AND 6 MILES EAST-
 DF2353'NORTHEAST OF HADDOCK ON COUNTY RIGHT OF WAY.
 DF2353'
 DF2353'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MILLEDGEVILLE,
 DF2353'GO WEST ALONG STATE ROUTE 49 FOR 0.35 MILE TO THE JUNCTION OF
 DF2353'U.S. HIGHWAY 441 AND STATE ROUTE 29 CROSSING. CONTINUE GOING
 DF2353'SOUTHWEST ALONG STATE ROUTE 49 FOR 3.2 MILES TO THE JUNCTION OF
 DF2353'PAVED COUNTY ROAD 92108 (ALLEN MEMORIAL DRIVE) TO THE LEFT AND
 DF2353'PAVED COUNTY ROAD 99 TO THE RIGHT. CONTINUE SOUTHWEST ALONG
 DF2353'STATE ROUTE 49 FOR 1.35 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2353'114 (FOX HILL ROAD) FORKING TO THE LEFT. CONTINUE GOING
 DF2353'SOUTHWEST ALONG STATE ROUTE 49 FOR 1.2 MILES TO THE JUNCTION
 DF2353'OF PAVED COUNTY ROAD 72 (PETTIGREW ROAD) TO THE RIGHT.
 DF2353'TURN RIGHT GOING NORTH ALONG COUNTY ROAD 72 FOR 1.1 MILES TO
 DF2353'THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING NORTH ALONG
 DF2353'COUNTY ROAD 72 FOR 0.5 MILE TO A POWER LINE CROSSING AND THE
 DF2353'STATION ON THE LEFT.
 DF2353'
 DF2353'THE STATION IS LOCATED 24 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2353'THE ROAD, 52.7 FEET EAST-NORTHEAST OF A POWER POLE, 73.3 FEET
 DF2353'NORTHWEST OF A FENCE CORNER, 209.0 FEET WEST-SOUTHWEST OF A 30
 DF2353'INCH PECAN TREE ON THE NORTHEAST SIDE OF THE ROAD, AND 2.6 FEET
 DF2353'NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS A STANDARD
 DF2353'BRASS DISK STAMPED---005-210 1976---, SET IN THE TOP OF A 10
 DF2353'INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED
 DF2353'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2353'STATION IS A STANDARD DISK STAMPED---005-210 1976---, SET IN
 DF2353'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.87
 DF2353'METER BELOW THE SURFACE OF THE GROUND.
 DF2353'
 DF2353'RM 1 IS LOCATED 22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 DF2353'99.4 FEET NORTH-NORTHWEST OF THE POWER POLE, 141.7 FEET SOUTH-
 DF2353'EAST OF A FENCE CORNER POST ON THE SOUTH SIDE OF A DRIVEWAY TO
 DF2353'THE WEST, 268.0 FEET WEST OF THE 24 INCH PECAN TREE ON THE
 DF2353'NORTHEAST SIDE OF THE ROAD, AND 3.5 FEET NORTHEAST OF A WITNESS
 DF2353'POST SET AT A FENCELINE. IT IS A STANDARD DISK STAMPED---005-210
 DF2353'1976 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2353'POST WITH METAL RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF
 DF2353'THE GROUND.
 DF2353'
 DF2353'THE AZIMUTH MARK IS LOCATED 26 FEET NORTH-NORTHEAST OF THE
 DF2353'CENTERLINE OF THE ROAD, 42.2 FEET NORTHWEST OF THE NORTHWEST
 DF2353'END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A DRIVEWAY WITH A
 DF2353'DOUBLE-HUNG GATE TO THE NORTHEAST, 46.5 FEET SOUTH OF A 12 INCH
 DF2353'PINE TREE ON THE SOUTHEAST SIDE OF ANOTHER DRIVEWAY TO THE
 DF2353'NORTHEAST, AND 4.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST SET AT
 DF2353'A FENCELINE. IT IS A STANDARD DISK STAMPED---005-210 1976
 DF2353'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2353'WITH FERROUS METAL RODS EMBEDDED 4 INCHES BELOW THE SURFACE
 DF2353'OF THE GROUND.
 DF2353'
 DF2353'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2286 ***********************************************************************
 DF2286  DESIGNATION -  BV 005 211
 DF2286  PID         -  DF2286
 DF2286  STATE/COUNTY-  GA/BALDWIN
 DF2286  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF2286
 DF2286                         *CURRENT SURVEY CONTROL
 DF2286  ___________________________________________________________________
 DF2286* NAD 83(1994)-  33 02 07.36041(N)    083 08 42.02970(W)     ADJUSTED  
 DF2286* NAVD 88     -       137.2    (meters)     450.     (feet)  VERTCON   
 DF2286  ___________________________________________________________________
 DF2286  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DF2286  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF2286
 DF2286  HORZ ORDER  -  SECOND
 DF2286
 DF2286.The horizontal coordinates were established by classical geodetic methods
 DF2286.and adjusted by the National Geodetic Survey in September 1997..
 DF2286
 DF2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2286
 DF2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2286
 DF2286.The geoid height was determined by GEOID03.
 DF2286
 DF2286;                    North         East     Units Scale Factor Converg.
 DF2286;SPC GA E     -   336,949.931   108,614.663   MT  1.00000294   -0 32 00.2
 DF2286;SPC GA E     - 1,105,476.57    356,346.61   sFT  1.00000294   -0 32 00.2
 DF2286;UTM  17      - 3,657,253.693   299,683.144   MT  1.00009478   -1 10 11.1
 DF2286
 DF2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2286!SPC GA E     -   0.99998282  x   1.00000294  =   0.99998576
 DF2286!UTM  17      -   0.99998282  x   1.00009478  =   1.00007760
 DF2286
 DF2286:                Primary Azimuth Mark                     Grid Az
 DF2286:SPC GA E     -  BV 005 211 AZ MK                         049 07 15.1
 DF2286:UTM  17      -  BV 005 211 AZ MK                         049 45 26.0
 DF2286
 DF2286|---------------------------------------------------------------------|
 DF2286| PID    Reference Object                     Distance      Geod. Az  |
 DF2286|                                                           dddmmss.s |
 DF2286| DF3256 BV 005 211 AZ MK                                   0483514.9 |
 DF2286| DF2290 MILLEDGEVILLE CSH S TANK            APPROX. 5.4 KM 2564620.7 |
 DF2286|---------------------------------------------------------------------|
 DF2286
 DF2286                          SUPERSEDED SURVEY CONTROL
 DF2286
 DF2286  NAD 83(1986)-  33 02 07.36457(N)    083 08 42.02692(W) AD(       ) 2
 DF2286  NAD 27      -  33 02 06.83194(N)    083 08 42.48585(W) AD(       ) 2
 DF2286  NGVD 29 (07/19/86)  137.4    (m)          451.     (f) VERT ANG       
 DF2286
 DF2286.Superseded values are not recommended for survey control.
 DF2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2286.See file dsdata.txt to determine how the superseded data were derived.
 DF2286
 DF2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9968357254(NAD 83)
 DF2286_MARKER: DD = SURVEY DISK
 DF2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2286
 DF2286  HISTORY     - Date     Condition        Report By
 DF2286  HISTORY     - 1976     MONUMENTED       GADT
 DF2286
 DF2286                          STATION DESCRIPTION
 DF2286
 DF2286'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2286'THE STATION IS ABOUT 5-1/4 MILES EAST OF SCOTTSBORO, 5-3/4
 DF2286'MILES SOUTHEAST OF MILLEDGEVILLE, AND 10-1/4 MILES WEST OF
 DF2286'DEEPSTEP ON COUNTY RIGHT OF WAY.
 DF2286'
 DF2286'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND
 DF2286'STATE ROUTE 22 LOCATED APPROXIMATELY 3-3/4 MILES EAST OF
 DF2286'MILLEDGEVILLE, GO EAST ALONG STATE ROUTE 24 FOR 0.95 MILE TO
 DF2286'THE JUNCTION OF PAVED COUNTY ROAD 196 (LOVERS LANE) TO THE
 DF2286'RIGHT. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 24 FOR 1.2
 DF2286'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 184 TO THE RIGHT.
 DF2286'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 184 FOR 0.4 MILE TO
 DF2286'ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 90689
 DF2286'(KING ROAD) CROSSING. TURN LEFT GOING EAST ALONG COUNTY ROAD
 DF2286'90689 FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD 181 (DIRT
 DF2286'TO THE LEFT, PAVED TO THE RIGHT) CROSSING. TURN RIGHT GOING
 DF2286'SOUTH ALONG COUNTY ROAD 181 FOR 1.5 MILES TO THE JUNCTION
 DF2286'OF THE SOUTHERN NATURAL GAS COMPANY PIPE LINE CROSSING AND
 DF2286'THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING SOUTHWEST
 DF2286'ALONG COUNTY ROAD 181 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DF2286'
 DF2286'THE STATION IS LOCATED 39 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2286'THE ROAD, 13.3 FEET SOUTHWEST OF A TELEPHONE POLE, 14.8 FEET
 DF2286'WEST-NORTHWEST OF A POWER POLE, 116.5 FEET EAST-SOUTHEAST OF
 DF2286'THE WESTERN CORNER OF A HOUSE AT THE JUNCTION OF A CARPORT ON
 DF2286'THE WEST SIDE OF THE ROAD, 115.7 FEET SOUTH-SOUTHEAST OF AN 8
 DF2286'INCH PINE TREE ON THE WEST SIDE OF THE ROAD, AND 4.0 FEET
 DF2286'NORTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2286'STANDARD BRASS DISK STAMPED---005-211 1976---, SET IN THE TOP
 DF2286'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2286'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF2286'UNDERGROUND STATION IS A STANDARD DISK STAMPED---005-211
 DF2286'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2286'APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE GROUND.
 DF2286'
 DF2286'THE AZIMUTH MARK IS LOCATED 35 FEET EAST-NORTHEAST OF THE
 DF2286'CENTERLINE OF THE ROAD, 55.5 FEET NORTHWEST OF THE NORTHERN
 DF2286'MOST ONE OF THREE UNDERGROUND GAS PIPELINE CONCRETE MARKERS,
 DF2286'120.4 FEET NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER,
 DF2286'147.4 FEET NORTHEAST OF THE NORTHERN MOST ONE OF THREE
 DF2286'UNDERGROUND GAS PIPELINE CONCRETE MARKERS ON THE WEST SIDE OF
 DF2286'THE ROAD, AND 1.6 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT
 DF2286'A FENCE LINE. IT IS A STANDARD DISK STAMPED---005-211 1976
 DF2286'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2286'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF2286'EMBEDDED.
 DF2286'
 DF2286'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2299 ***********************************************************************
 DF2299  DESIGNATION -  BV 005 212
 DF2299  PID         -  DF2299
 DF2299  STATE/COUNTY-  GA/BALDWIN
 DF2299  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF2299
 DF2299                         *CURRENT SURVEY CONTROL
 DF2299  ___________________________________________________________________
 DF2299* NAD 83(1994)-  33 06 02.44623(N)    083 13 30.02028(W)     ADJUSTED  
 DF2299* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 DF2299  ___________________________________________________________________
 DF2299  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DF2299  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF2299
 DF2299  HORZ ORDER  -  SECOND
 DF2299
 DF2299.The horizontal coordinates were established by classical geodetic methods
 DF2299.and adjusted by the National Geodetic Survey in September 1997..
 DF2299
 DF2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2299
 DF2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2299
 DF2299.The geoid height was determined by GEOID03.
 DF2299
 DF2299;                    North         East     Units Scale Factor Converg.
 DF2299;SPC GA E     -   344,264.444   101,214.899   MT  1.00002028   -0 34 40.9
 DF2299;SPC GA E     - 1,129,474.26    332,069.21   sFT  1.00002028   -0 34 40.9
 DF2299;UTM  17      - 3,664,650.765   292,364.406   MT  1.00013159   -1 12 55.9
 DF2299
 DF2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2299!SPC GA E     -   0.99998803  x   1.00002028  =   1.00000831
 DF2299!UTM  17      -   0.99998803  x   1.00013159  =   1.00011962
 DF2299
 DF2299:                Primary Azimuth Mark                     Grid Az
 DF2299:SPC GA E     -  COLLEGE                                  179 40 51.8
 DF2299:UTM  17      -  COLLEGE                                  180 19 06.8
 DF2299
 DF2299|---------------------------------------------------------------------|
 DF2299| PID    Reference Object                     Distance      Geod. Az  |
 DF2299|                                                           dddmmss.s |
 DF2299| DF2298 COLLEGE                             APPROX. 2.4 KM 1790610.9 |
 DF2299| DF2301 MILLEDGEVILLE CSH NW TANK           APPROX. 5.5 KM 1802345.1 |
 DF2299| DF2300 BV 005 212 GADT PTA                  18.943 METERS 23733     |
 DF2299| DF3257 BV 005 212 AZ MK                                   3154416.5 |
 DF2299|---------------------------------------------------------------------|
 DF2299
 DF2299                          SUPERSEDED SURVEY CONTROL
 DF2299
 DF2299  NAD 83(1986)-  33 06 02.45052(N)    083 13 30.01801(W) AD(       ) 2
 DF2299  NAD 27      -  33 06 01.93045(N)    083 13 30.46402(W) AD(       ) 2
 DF2299  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 DF2299
 DF2299.Superseded values are not recommended for survey control.
 DF2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2299.See file dsdata.txt to determine how the superseded data were derived.
 DF2299
 DF2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9236464651(NAD 83)
 DF2299_MARKER: DD = SURVEY DISK
 DF2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2299
 DF2299  HISTORY     - Date     Condition        Report By
 DF2299  HISTORY     - 1976     MONUMENTED       GADT
 DF2299
 DF2299                          STATION DESCRIPTION
 DF2299
 DF2299'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2299'THE STATION IS LOCATED IN MILLEDGEVILLE ON COUNTY SCHOOL
 DF2299'PROPERTY.
 DF2299'
 DF2299'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MILLEDGEVILLE,
 DF2299'GO EAST ALONG HANCOCK STREET FOR 0.05 MILE TO THE JUNCTION OF
 DF2299'JEFFERSON AVENUE CROSSING. TURN LEFT GOING NORTH ALONG JEFFERSON
 DF2299'AVENUE FOR 0.75 MILE TO THE JUNCTION OF THE GEORGIA RAILWAY
 DF2299'CROSSING. CONTINUE GOING NORTH ALONG JEFFERSON AVENUE FOR 0.45
 DF2299'MILE TO THE JUNCTION OF GRIMES AVENUE TO THE RIGHT. TURN RIGHT
 DF2299'GOING EAST ALONG GRIMES AVENUE FOR 0.35 MILE TO THE JUNCTION OF
 DF2299'ORCHARD AVENUE CROSSING. CONTINUE GOING EAST ALONG A DRIVEWAY
 DF2299'TO THE BODDIE BALDWIN COUNTY SCHOOL FOR APPROXIMATELY 200
 DF2299'FEET TO THE JUNCTION OF ANOTHER DRIVEWAY CROSSING AND THE
 DF2299'STATION ON THE RIGHT.
 DF2299'
 DF2299'THE STATION IS LOCATED 30 FEET EAST OF THE CENTERLINE OF THE
 DF2299'NORTH-SOUTH DRIVEWAY, 10.0 FEET EAST-NORTHEAST OF A POWER POLE,
 DF2299'127.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 DF2299'SCHOOL BUILDING, 99.5 FEET EAST-NORTHEAST OF A 30 INCH PINE
 DF2299'TREE ON THE WEST SIDE OF THE NORTH-SOUTH DRIVEWAY, 144.2 FEET
 DF2299'SOUTHEAST OF THE EASTERN MOST PINE TREE ON THE NORTH SIDE OF
 DF2299'THE EAST-WEST DRIVEWAY, AND 7.2 FEET NORTH OF A WITNESS POST.
 DF2299'IT IS A STANDARD DISK STAMPED---005-212 1976 AZMK---, SET IN
 DF2299'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW
 DF2299'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF2299'UNDERGROUND STATION IS A STANDARD DISK STAMPED---005-212
 DF2299'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2299'APPROXIMATELY 1.03 METER BELOW THE SURFACE OF THE GROUND.
 DF2299'
 DF2299'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF GRIMES AVENUE
 DF2299'AND ORCHARD AVENUE, GO NORTH ALONG ORCHARD AVENUE FOR 0.1 MILE
 DF2299'TO THE AZIMUTH MARK ON THE LEFT. IT IS LOCATED 30 FEET WEST-
 DF2299'SOUTHWEST OF THE ROAD CENTERLINE, 40.8 FEET SOUTH-SOUTHEAST OF
 DF2299'AN 8 INCH TREE IN A CURVE TO THE LEFT, 151 FEET NORTHWEST OF
 DF2299'THE POINT OF INTERSECTION OF THE CENTERLINES OF GRIMES AVENUE
 DF2299'AND ORCHARD AVENUE, 80.5 FEET SOUTH-SOUTHWEST OF A POWER POLE
 DF2299'ON THE EAST SIDE OF THE ROAD, 153.3 FEET WEST-NORTHWEST OF A
 DF2299'POWER POLE IN THE NORTHEAST QUADRANT OF THE ROAD
 DF2299'INTERSECTION, AND 2.6 FEET EAST-NORTHEAST OF A WITNESS POST.
 DF2299'IT IS A STANDARD DISK STAMPED---005-212 1976 AZMK---,
 DF2299'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES
 DF2299'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2299'
 DF2299'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2295 ***********************************************************************
 DF2295  DESIGNATION -  BV 005 213 GADT
 DF2295  PID         -  DF2295
 DF2295  STATE/COUNTY-  GA/BALDWIN
 DF2295  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF2295
 DF2295                         *CURRENT SURVEY CONTROL
 DF2295  ___________________________________________________________________
 DF2295* NAD 83(1994)-  33 02 56.05831(N)    083 13 12.55922(W)     ADJUSTED  
 DF2295* NAVD 88     -       137.8    (meters)     452.     (feet)  VERTCON   
 DF2295  ___________________________________________________________________
 DF2295  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DF2295  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DF2295
 DF2295  HORZ ORDER  -  SECOND
 DF2295
 DF2295.The horizontal coordinates were established by classical geodetic methods
 DF2295.and adjusted by the National Geodetic Survey in September 1997..
 DF2295
 DF2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2295
 DF2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2295
 DF2295.The geoid height was determined by GEOID03.
 DF2295
 DF2295;                    North         East     Units Scale Factor Converg.
 DF2295;SPC GA E     -   338,517.982   101,610.023   MT  1.00001932   -0 34 28.5
 DF2295;SPC GA E     - 1,110,621.08    333,365.55   sFT  1.00001932   -0 34 28.5
 DF2295;UTM  17      - 3,658,899.627   292,695.648   MT  1.00012990   -1 12 40.3
 DF2295
 DF2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2295!SPC GA E     -   0.99998270  x   1.00001932  =   1.00000202
 DF2295!UTM  17      -   0.99998270  x   1.00012990  =   1.00011260
 DF2295
 DF2295:                Primary Azimuth Mark                     Grid Az
 DF2295:SPC GA E     -  MILLEDGEVILLE BALDWIN E TANK             036 42 57.1
 DF2295:UTM  17      -  MILLEDGEVILLE BALDWIN E TANK             037 21 08.9
 DF2295
 DF2295|---------------------------------------------------------------------|
 DF2295| PID    Reference Object                     Distance      Geod. Az  |
 DF2295|                                                           dddmmss.s |
 DF2295| DF2289 MILLEDGEVILLE BALDWIN E TANK        APPROX. 5.8 KM 0360828.6 |
 DF2295| DF2292 MILLEDGEVILLE CSH E TANK            APPROX. 0.6 KM 0721727.9 |
 DF2295| DF2294 BV 005 213 GADT AZ MK A             338.748 METERS 10836     |
 DF2295| DF2293 BV 005 213 GADT AZ MK               349.427 METERS 11025     |
 DF2295| DF2290 MILLEDGEVILLE CSH S TANK            APPROX. 3.2 KM 1480027.4 |
 DF2295| DF2305 MILLEDGEVILLE BALDWIN S TANK        APPROX. 4.0 KM 2042136.6 |
 DF2295| DF2347 MILLEDGEVILLE HOPEWELL LOT          APPROX. 6.0 KM 2870219.6 |
 DF2295| DF2301 MILLEDGEVILLE CSH NW TANK           APPROX. 0.6 KM 2972657.0 |
 DF2295|---------------------------------------------------------------------|
 DF2295
 DF2295                          SUPERSEDED SURVEY CONTROL
 DF2295
 DF2295  NAD 83(1986)-  33 02 56.06256(N)    083 13 12.55652(W) AD(       ) 2
 DF2295  NAD 27      -  33 02 55.53926(N)    083 13 13.00632(W) AD(       ) 2
 DF2295  NGVD 29 (07/19/86)  138.0    (m)          453.     (f) VERT ANG       
 DF2295
 DF2295.Superseded values are not recommended for survey control.
 DF2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2295.See file dsdata.txt to determine how the superseded data were derived.
 DF2295
 DF2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9269658900(NAD 83)
 DF2295_MARKER: DD = SURVEY DISK
 DF2295_SETTING: 0 = UNSPECIFIED SETTING
 DF2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF2295
 DF2295  HISTORY     - Date     Condition        Report By
 DF2295  HISTORY     - 1976     MONUMENTED       GADT
 DF2295
 DF2295                          STATION DESCRIPTION
 DF2295
 DF2295'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2295'THE STATION IS LOCATED IN MILLEDGEVILLE AT THE CENTRAL STATE
 DF2295'HOSPITAL ON THE PROPERTY OF THE STATE OF GEORGIA. CONTACT MR.
 DF2295'J.D. TEAGUE OR LEVI SWINGER, CENTRAL STATE HOSPITAL ENGINEERS,
 DF2295'FOR ACCESS TO THE STATION.
 DF2295'
 DF2295'TO REACH THE STATION FROM THE JUNCTION OF WAYNE STREET AND
 DF2295'HANCOCK STREET LOCATED 250 FEET WEST OF THE U.S. POST OFFICE IN
 DF2295'MILLEDGEVILLE, GO SOUTH ALONG WAYNE STREET FOR 0.95 MILE TO THE
 DF2295'JUNCTION OF STATE ROUTE 212 CONNECTOR TO THE LEFT. CONTINUE
 DF2295'GOING SOUTH ALONG WAYNE STREET FOR 0.25 MILE TO THE JUNCTION OF
 DF2295'SWINT AVENUE FORKING TO THE LEFT. TURN LEFT GOING SOUTH ALONG
 DF2295'SWINT AVENUE FOR 0.6 MILE TO THE JUNCTION OF A DRIVEWAY REVERSE
 DF2295'FORKING TO THE RIGHT AND LINDEN COURT AVENUE FORKING TO THE.
 DF2295'RIGHT. CONTINUE GOING SOUTH ALONG SWINT AVENUE FOR 0.3 MILE
 DF2295'TO THE JUNCTION OF YARBROUGH DRIVE CROSSING WITH A TRAFFIC
 DF2295'LIGHT.  CONTINUE GOING SOUTH ALONG SWINT AVENUE FOR 0.25 MILE
 DF2295'TO THE YARBROUGH BUILDING ON THE RIGHT AND THE STATION ON
 DF2295'TOP OF THE ELEVATOR SHAFT OF THE BUILDING.
 DF2295'
 DF2295'THE STATION IS LOCATED 12.7 FEET SOUTHEAST OF THE NORTHWEST
 DF2295'INSIDE CORNER OF THE PARAPET WALL, 12.5 FEET SOUTHWEST OF THE
 DF2295'NORTHEAST INSIDE CORNER OF THE WALL,
 DF2295'13.0 FEET NORTH-NORTHEAST OF
 DF2295'THE SOUTHWEST INSIDE CORNER OF THE WALL, 13.0 FEET NORTHWEST OF
 DF2295'THE SOUTHEAST INSIDE CORNER OF THE WALL, AND 10.2 FEET WEST OF
 DF2295'A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---005-213
 DF2295'1976---, SET IN A 1-1/2 INCH PIPE WITH A CONCRETE COLLAR.
 DF2295'
 DF2295'TO REACH THE AZIMUTH MARK FROM THE YARBOROUGH BUILDING, GO SOUTH
 DF2295'ALONG SWINT AVENUE FOR 0.1 MILE TO ITS TERMINATION AT THE
 DF2295'JUNCTION OF BY PASS ROAD REVERSE FORKING TO THE LEFT. TURN LEFT
 DF2295'GOING EAST ALONG BY PASS ROAD FOR 0.2 MILE TO ITS TERMINATION
 DF2295'AT THE JUNCTION OF TWIN DRIVE CROSSING AND THE AZIMUTH MARK ON
 DF2295'THE RIGHT. IT IS LOCATED 36.5 FEET WEST-NORTHWEST OF THE CENTER
 DF2295'LINE OF TWIN DRIVE, 12 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF2295'OF BY PASS ROAD, 92.6 FEET SOUTH-SOUTHEAST OF THE SOUTHEASTERN
 DF2295'CORNER OF A GLASS GREENHOUSE BUILDING, 73.4 FEET
 DF2295'SOUTH-SOUTHWEST OF A POWER POLE, 60.7 FEET WEST OF ANOTHER
 DF2295'POWER POLE LOCATED ON THE EASTERN SIDE OF TWIN DRIVE, 3.0 FEET
 DF2295'WEST-SOUTHWEST OF A STOP SIGN, AND 3.3 FEET NORTHWEST OF A
 DF2295'WITNESS POST. IT IS A STANDARD DISK STAMPED---005-213 1976
 DF2295'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2295'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF2295'EMBEDDED.
 DF2295'
 DF2295'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2288 ***********************************************************************
 DF2288  DESIGNATION -  BV 005 214
 DF2288  PID         -  DF2288
 DF2288  STATE/COUNTY-  GA/BALDWIN
 DF2288  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF2288
 DF2288                         *CURRENT SURVEY CONTROL
 DF2288  ___________________________________________________________________
 DF2288* NAD 83(1994)-  33 05 16.30706(N)    083 08 51.12110(W)     ADJUSTED  
 DF2288* NAVD 88     -       166.     (meters)     545.     (feet)  VERTCON   
 DF2288  ___________________________________________________________________
 DF2288  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DF2288  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF2288
 DF2288  HORZ ORDER  -  SECOND
 DF2288
 DF2288.The horizontal coordinates were established by classical geodetic methods
 DF2288.and adjusted by the National Geodetic Survey in September 1997..
 DF2288
 DF2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2288
 DF2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2288
 DF2288.The geoid height was determined by GEOID03.
 DF2288
 DF2288;                    North         East     Units Scale Factor Converg.
 DF2288;SPC GA E     -   342,772.794   108,433.128   MT  1.00000335   -0 32 07.9
 DF2288;SPC GA E     - 1,124,580.41    355,751.02   sFT  1.00000335   -0 32 07.9
 DF2288;UTM  17      - 3,663,078.750   299,566.326   MT  1.00009535   -1 10 22.0
 DF2288
 DF2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2288!SPC GA E     -   0.99997832  x   1.00000335  =   0.99998167
 DF2288!UTM  17      -   0.99997832  x   1.00009535  =   1.00007367
 DF2288
 DF2288:                Primary Azimuth Mark                     Grid Az
 DF2288:SPC GA E     -  BV 005 214 AZ MK                         006 11 44.3
 DF2288:UTM  17      -  BV 005 214 AZ MK                         006 49 58.4
 DF2288
 DF2288|---------------------------------------------------------------------|
 DF2288| PID    Reference Object                     Distance      Geod. Az  |
 DF2288|                                                           dddmmss.s |
 DF2288| DF3258 BV 005 214 AZ MK                                   0053936.4 |
 DF2288| DF2285 GOODLOE                             APPROX. 2.8 KM 0134422.5 |
 DF2288| DF2287 BV 005 214 GADT PTA                  25.616 METERS 05411     |
 DF2288|---------------------------------------------------------------------|
 DF2288
 DF2288                          SUPERSEDED SURVEY CONTROL
 DF2288
 DF2288  NAD 83(1986)-  33 05 16.31130(N)    083 08 51.11887(W) AD(       ) 2
 DF2288  NAD 27      -  33 05 15.78132(N)    083 08 51.57731(W) AD(       ) 2
 DF2288  NGVD 29 (07/19/86)  166.     (m)          545.     (f) VERT ANG       
 DF2288
 DF2288.Superseded values are not recommended for survey control.
 DF2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2288.See file dsdata.txt to determine how the superseded data were derived.
 DF2288
 DF2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9956663079(NAD 83)
 DF2288_MARKER: DD = SURVEY DISK
 DF2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2288+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 DF2288
 DF2288  HISTORY     - Date     Condition        Report By
 DF2288  HISTORY     - 1976     MONUMENTED       GADT
 DF2288  HISTORY     - 20010530 GOOD             GADT
 DF2288
 DF2288                          STATION DESCRIPTION
 DF2288
 DF2288'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2288'THE STATION IS ABOUT 4-3/4 MILES EAST OF MILLEDGEVILLE, 6-3/4
 DF2288'MILES NORTHEAST OF SCOTTSBORO, AND 9-1/4 MILES WEST-SOUTHWEST
 DF2288'OF LINTON ON COUNTY RIGHT OF WAY.
 DF2288'
 DF2288'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND
 DF2288'STATE ROUTE 22 LOCATED APPROXIMATELY 3-3/4 MILES EAST OF
 DF2288'MILLEDGEVILLE, GO EAST ALONG STATE ROUTE 24 FOR 0.95 MILE TO
 DF2288'THE JUNCTION OF PAVED COUNTY ROAD 196 TO THE LEFT. TURN LEFT
 DF2288'GOING NORTH ALONG COUNTY ROAD 196 FOR 0.6 MILE TO THE STATION
 DF2288'ON THE LEFT.
 DF2288'
 DF2288'THE STATION IS LOCATED 40 FEET WEST OF THE CENTERLINE OF THE
 DF2288'ROAD, 54.0 FEET NORTH OF A FENCE CORNER POST, 264.0 FEET NORTH
 DF2288'OF A POWER POLE, 271.8 FEET SOUTH-SOUTHEAST OF ANOTHER POWER
 DF2288'POLE, 279 FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF
 DF2288'THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE EAST, AND 2.5
 DF2288'FEET EAST OF A WITNESS POST SET AT A FENCELINE. IT IS A STANDARD
 DF2288'BRASS DISK STAMPED---005-214 1976---, SET IN THE TOP OF A 10
 DF2288'INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF
 DF2288'THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 DF2288'A STANDARD DISK STAMPED---005-214 1976---, SET IN THE TOP OF
 DF2288'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.99 METER BELOW THE
 DF2288'SURFACE OF THE GROUND.
 DF2288'
 DF2288'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 DF2288'COUNTY ROAD 196 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DF2288'IT IS LOCATED 40 FEET EAST OF THE CENTERLINE OF THE ROAD, 74.6
 DF2288'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ALUMINUM SUNBEAM
 DF2288'WAREHOUSE BUILDING, 107.2 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 DF2288'CORNER OF THE SUNBEAM BUILDING, 43.9 FEET SOUTH-SOUTHEAST OF
 DF2288'THE SOUTH END OF A 24 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO
 DF2288'THE EAST, 117.2 FEET SOUTHEAST OF AN 18 INCH PINE TREE ON THE
 DF2288'WEST SIDE OF THE ROAD, AND 1.6 FEET WEST OF A WITNESS POST.
 DF2288'IT IS A STANDARD DISK STAMPED---005-214 1976 AZMK---, SET IN
 DF2288'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 5 INCHES
 DF2288'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2288'
 DF2288'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2288
 DF2288                          STATION RECOVERY (2001)
 DF2288
 DF2288'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2276 ***********************************************************************
 DF2276  DESIGNATION -  BV 005 215
 DF2276  PID         -  DF2276
 DF2276  STATE/COUNTY-  GA/BALDWIN
 DF2276  USGS QUAD   -  FRIENDSHIP (1972)
 DF2276
 DF2276                         *CURRENT SURVEY CONTROL
 DF2276  ___________________________________________________________________
 DF2276* NAD 83(1994)-  33 03 43.13323(N)    083 03 22.26235(W)     ADJUSTED  
 DF2276* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 DF2276  ___________________________________________________________________
 DF2276  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 DF2276  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DF2276
 DF2276  HORZ ORDER  -  SECOND
 DF2276
 DF2276.The horizontal coordinates were established by classical geodetic methods
 DF2276.and adjusted by the National Geodetic Survey in September 1997..
 DF2276
 DF2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2276
 DF2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2276
 DF2276.The geoid height was determined by GEOID03.
 DF2276
 DF2276;                    North         East     Units Scale Factor Converg.
 DF2276;SPC GA E     -   339,826.521   116,936.864   MT  0.99998504   -0 29 07.1
 DF2276;SPC GA E     - 1,114,914.18    383,650.36   sFT  0.99998504   -0 29 07.1
 DF2276;UTM  17      - 3,660,037.869   308,037.464   MT  1.00005437   -1 07 19.5
 DF2276
 DF2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2276!SPC GA E     -   0.99998243  x   0.99998504  =   0.99996747
 DF2276!UTM  17      -   0.99998243  x   1.00005437  =   1.00003680
 DF2276
 DF2276|---------------------------------------------------------------------|
 DF2276| PID    Reference Object                     Distance      Geod. Az  |
 DF2276|                                                           dddmmss.s |
 DF2276| DF2275 BV 005 215 GADT PTA                  19.386 METERS 02154     |
 DF2276| DF2272 DEEP                                APPROX. 3.5 KM 0884507.2 |
 DF2276| DF3259 BV 005 215 AZ MK                                   3155918.8 |
 DF2276|---------------------------------------------------------------------|
 DF2276
 DF2276                          SUPERSEDED SURVEY CONTROL
 DF2276
 DF2276  NAD 83(1986)-  33 03 43.13761(N)    083 03 22.25999(W) AD(       ) 2
 DF2276  NAD 27      -  33 03 42.59558(N)    083 03 22.72963(W) AD(       ) 2
 DF2276  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 DF2276
 DF2276.Superseded values are not recommended for survey control.
 DF2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2276.See file dsdata.txt to determine how the superseded data were derived.
 DF2276
 DF2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0803760038(NAD 83)
 DF2276_MARKER: DD = SURVEY DISK
 DF2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2276
 DF2276  HISTORY     - Date     Condition        Report By
 DF2276  HISTORY     - 1976     MONUMENTED       GADT
 DF2276
 DF2276                          STATION DESCRIPTION
 DF2276
 DF2276'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2276'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF LINTON, 6 MILES
 DF2276'WEST-NORTHWEST OF DEEPSTEP, AND 10-3/4 MILES EAST-NORTHEAST OF
 DF2276'SCOTTSBORO ON THE PROPERTY OF THE SOUTHERN NATURAL GAS COMPANY.
 DF2276'
 DF2276'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND
 DF2276'22 LOCATED APPROXIMATELY 3-3/4 MILES EAST OF MILLEDGEVILLE, GO
 DF2276'SOUTHEAST ALONG STATE ROUTE 24 FOR 3.25 MILES TO THE JUNCTION
 DF2276'OF PAVED COUNTY ROAD 90689 FORKING TO THE LEFT. TURN LEFT GOING
 DF2276'EAST ALONG COUNTY ROAD 90689 FOR 2 MILES TO THE JUNCTION OF
 DF2276'PAVED COUNTY ROAD 193 (COUNTY LINE ROAD) FORKING TO THE LEFT.
 DF2276'TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD 193 FOR 2.05 MILES
 DF2276'TO THE JUNCTION OF DIRT COUNTY ROAD 194 TO THE RIGHT. TURN
 DF2276'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 194 FOR 0.7 MILE TO
 DF2276'THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING SOUTHEAST ALONG
 DF2276'COUNTY ROAD 194 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DF2276'
 DF2276'THE STATION IS LOCATED 30 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2276'OF THE ROAD, 22.4 FEET SOUTHEAST OF A POWER POLE, 114.0 FEET
 DF2276'SOUTH-SOUTHEAST OF A 48 INCH FORKED CEDAR TREE, 63.7 FEET
 DF2276'WEST-SOUTHWEST OF A FENCE CORNER POST AT THE EASTERN CORNER OF A
 DF2276'FENCE AROUND THE SOUTHERN NATURAL GAS COMPANY PROPERTY, 13.0
 DF2276'FEET NORTH OF A 12 INCH CORRUGATED METAL CULVERT UNDER A
 DF2276'DRIVEWAY TO THE NORTHEAST TO THE GAS COMPANY PROPERTY, 86.0
 DF2276'FEET WEST-NORTHWEST OF THE NORTHEASTERN HINGED POST OF THE
 DF2276'DRIVEWAY GATE TO THE GAS COMPANY PROPERTY, AND 4.0 FEET
 DF2276'WEST-NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2276'DISK STAMPED---005-215 1976---, SET IN THE TOP OF A 10 INCH
 DF2276'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2276'OF THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND
 DF2276'STATION IS A STANDARD DISK STAMPED---005-215 1976---, SET
 DF2276'IN THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 1
 DF2276'METER BELOW THE SURFACE OF THE GROUND.
 DF2276'
 DF2276'THE AZIMUTH MARK IS LOCATED 30 FEET NORTHEAST OF THE CENTERLINE
 DF2276'OF THE ROAD, 35.9 FEET EAST-SOUTHEAST OF A POWER POLE, 155.0
 DF2276'FEET WEST-NORTHWEST OF AN 8 AND 15 INCH FORKED OAK TREE, 60.0
 DF2276'FEET SOUTH-SOUTHEAST OF A 10 INCH CEDAR TREE, AND 1.8 FEET
 DF2276'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2276'STAMPED---005-215 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2276'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2276'GROUND WITH STEEL RODS EMBEDDED.
 DF2276'
 DF2276'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2427 ***********************************************************************
 CL2427  DESIGNATION -  BV 005 216
 CL2427  PID         -  CL2427
 CL2427  STATE/COUNTY-  GA/BALDWIN
 CL2427  USGS QUAD   -  GORDON (1985)
 CL2427
 CL2427                         *CURRENT SURVEY CONTROL
 CL2427  ___________________________________________________________________
 CL2427* NAD 83(1994)-  32 59 06.13415(N)    083 19 33.80458(W)     ADJUSTED  
 CL2427* NAVD 88     -       134.     (meters)     440.     (feet)  VERTCON   
 CL2427  ___________________________________________________________________
 CL2427  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 CL2427  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CL2427
 CL2427  HORZ ORDER  -  SECOND
 CL2427
 CL2427.The horizontal coordinates were established by classical geodetic methods
 CL2427.and adjusted by the National Geodetic Survey in September 1997..
 CL2427
 CL2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2427
 CL2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2427
 CL2427.The geoid height was determined by GEOID03.
 CL2427
 CL2427;                    North         East     Units Scale Factor Converg.
 CL2427;SPC GA E     -   331,539.031    91,640.779   MT  1.00004473   -0 37 52.5
 CL2427;SPC GA E     - 1,087,724.30    300,658.12   sFT  1.00004473   -0 37 52.5
 CL2427;UTM  17      - 3,652,030.932   282,648.290   MT  1.00018253   -1 16 00.7
 CL2427
 CL2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2427!SPC GA E     -   0.99998330  x   1.00004473  =   1.00002803
 CL2427!UTM  17      -   0.99998330  x   1.00018253  =   1.00016582
 CL2427
 CL2427:                Primary Azimuth Mark                     Grid Az
 CL2427:SPC GA E     -  BV 005 216 AZ MK                         267 44 20.3
 CL2427:UTM  17      -  BV 005 216 AZ MK                         268 22 28.5
 CL2427
 CL2427|---------------------------------------------------------------------|
 CL2427| PID    Reference Object                     Distance      Geod. Az  |
 CL2427|                                                           dddmmss.s |
 CL2427| CL3010 BV 005 216 AZ MK                                   2670627.8 |
 CL2427| CL2428 BV 005 216 GADT PTA                  24.711 METERS 26909     |
 CL2427|---------------------------------------------------------------------|
 CL2427
 CL2427                          SUPERSEDED SURVEY CONTROL
 CL2427
 CL2427  NAD 83(1986)-  32 59 06.13875(N)    083 19 33.80268(W) AD(       ) 2
 CL2427  NAD 27      -  32 59 05.63293(N)    083 19 34.23048(W) AD(       ) 2
 CL2427  NGVD 29 (07/19/86)  134.     (m)          440.     (f) VERT ANG       
 CL2427
 CL2427.Superseded values are not recommended for survey control.
 CL2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2427.See file dsdata.txt to determine how the superseded data were derived.
 CL2427
 CL2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8264852031(NAD 83)
 CL2427_MARKER: DD = SURVEY DISK
 CL2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2427
 CL2427  HISTORY     - Date     Condition        Report By
 CL2427  HISTORY     - 1976     MONUMENTED       GADT
 CL2427
 CL2427                          STATION DESCRIPTION
 CL2427
 CL2427'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2427'THE STATION IS ABOUT 2 MILES NORTHWEST OF STEVENS POTTERY, 2-1/2
 CL2427'MILES NORTH-NORTHWEST OF COOPERS, AND 7 MILES NORTH OF GORDON ON
 CL2427'COUNTY RIGHT OF WAY.
 CL2427'
 CL2427'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 CL2427'(STATE ROUTE 29) AND STATE ROUTE 243 IN SCOTTSBORO LOCATED
 CL2427'APPROXIMATELY 4 MILES SOUTH OF MILLEDGEVILLE, GO SOUTHWEST
 CL2427'ALONG STATE ROUTE 243 FOR 2.05 MILES TO THE JUNCTION OF PAVED
 CL2427'COUNTY ROAD 92109 (PANCRAS ROAD) FORKING TO THE RIGHT. TURN
 CL2427'RIGHT GOING WEST ALONG COUNTY ROAD 92109 FOR 0.85 MILE TO THE
 CL2427'JUNCTION OF THE GEORGIA RAILWAY CROSSING. CONTINUE GOING WEST
 CL2427'ALONG COUNTY ROAD 92109 FOR 1.5 MILES TO THE JUNCTION OF PAVED
 CL2427'COUNTY ROAD 118 CROSSING. CONTINUE GOING WEST ALONG COUNTY
 CL2427'ROAD 92109 FOR 2.05 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL2427'125 (UNION HILL CHURCH ROAD) FORKING TO THE LEFT. CONTINUE
 CL2427'GOING WEST ALONG COUNTY ROAD 92109 FOR 0.1 MILE TO THE
 CL2427'STATION ON THE RIGHT.
 CL2427'
 CL2427'THE STATION IS LOCATED 27 FEET NORTH OF THE CENTERLINE OF THE
 CL2427'ROAD, 112.8 FEET EAST OF A GUY POLE NEAR A FENCE CORNER, 164.8
 CL2427'FEET EAST-NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE
 CL2427'ROAD NEAR AN ALUMINUM GATE IN A FENCELINE, 65.9 FEET NORTHEAST
 CL2427'OF A FENCE JUNCTION POST ON THE SOUTHERN SIDE OF THE ROAD, 122.0
 CL2427'FEET NORTHWEST OF AN 8 INCH PECAN TREE ON THE SOUTHERN SIDE OF
 CL2427'THE ROAD, AND 2.1 FEET SOUTH OF A WITNESS POST SET AT A FENCE
 CL2427'LINE. IT IS A STANDARD BRASS DISK STAMPED---005-216 1976---,
 CL2427'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 CL2427'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2427'UNDER GROUND STATION IS A STANDARD DISK STAMPED---005-216
 CL2427'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2427'APPROXIMATELY 0.94 METER BELOW THE SURFACE OF THE GROUND.
 CL2427'
 CL2427'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 CL2427'ALONG COUNTY ROAD 92109 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 CL2427'LEFT. IT IS LOCATED 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CL2427'4.8 FEET EAST OF A POWER POLE, 101.5 FEET EAST OF ANOTHER POWER
 CL2427'POLE, 11.4 FEET WEST-NORTHWEST OF A FENCE JUNCTION POST, 121.7
 CL2427'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK PUMP HOUSE ON
 CL2427'THE NORTH SIDE OF THE ROAD, AND 2.2 FEET NORTH OF A WITNESS
 CL2427'POST SET AT A FENCELINE. IT IS A STANDARD DISK
 CL2427'STAMPED---005-216 1976 AZMK---, SET IN THE TOP OF A 10
 CL2427'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2427'GROUND WITH STEEL RODS EMBEDDED.
 CL2427'
 CL2427'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2304 ***********************************************************************
 DF2304  DESIGNATION -  BV 005 217
 DF2304  PID         -  DF2304
 DF2304  STATE/COUNTY-  GA/BALDWIN
 DF2304  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF2304
 DF2304                         *CURRENT SURVEY CONTROL
 DF2304  ___________________________________________________________________
 DF2304* NAD 83(1994)-  33 00 09.93192(N)    083 13 52.46228(W)     ADJUSTED  
 DF2304* NAVD 88     -       129.5    (meters)     425.     (feet)  VERTCON   
 DF2304  ___________________________________________________________________
 DF2304  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DF2304  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DF2304
 DF2304  HORZ ORDER  -  SECOND
 DF2304
 DF2304.The horizontal coordinates were established by classical geodetic methods
 DF2304.and adjusted by the National Geodetic Survey in September 1997..
 DF2304
 DF2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2304
 DF2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2304
 DF2304.The geoid height was determined by GEOID03.
 DF2304
 DF2304;                    North         East     Units Scale Factor Converg.
 DF2304;SPC GA E     -   333,410.726   100,522.943   MT  1.00002197   -0 34 47.6
 DF2304;SPC GA E     - 1,093,865.02    329,799.02   sFT  1.00002197   -0 34 47.6
 DF2304;UTM  17      - 3,653,804.186   291,551.794   MT  1.00013577   -1 12 56.7
 DF2304
 DF2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2304!SPC GA E     -   0.99998400  x   1.00002197  =   1.00000597
 DF2304!UTM  17      -   0.99998400  x   1.00013577  =   1.00011977
 DF2304
 DF2304:                Primary Azimuth Mark                     Grid Az
 DF2304:SPC GA E     -  MILLEDGEVILLE CSH S TANK                 049 51 04.0
 DF2304:UTM  17      -  MILLEDGEVILLE CSH S TANK                 050 29 13.1
 DF2304
 DF2304|---------------------------------------------------------------------|
 DF2304| PID    Reference Object                     Distance      Geod. Az  |
 DF2304|                                                           dddmmss.s |
 DF2304| DF2290 MILLEDGEVILLE CSH S TANK            APPROX. 3.6 KM 0491616.4 |
 DF2304| DF2303 BM 10 DOP USGS                      147.119 METERS 09351     |
 DF2304| DF2305 MILLEDGEVILLE BALDWIN S TANK        APPROX. 1.6 KM 3365048.8 |
 DF2304| DF3260 BV 005 217 AZ MK                                   3524310.9 |
 DF2304|---------------------------------------------------------------------|
 DF2304
 DF2304                          SUPERSEDED SURVEY CONTROL
 DF2304
 DF2304  NAD 83(1986)-  33 00 09.93598(N)    083 13 52.45916(W) AD(       ) 2
 DF2304  NAD 27      -  33 00 09.41431(N)    083 13 52.90549(W) AD(       ) 2
 DF2304  NGVD 29 (07/19/86)  129.7    (m)          426.     (f) VERT ANG       
 DF2304
 DF2304.Superseded values are not recommended for survey control.
 DF2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2304.See file dsdata.txt to determine how the superseded data were derived.
 DF2304
 DF2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9155253804(NAD 83)
 DF2304_MARKER: DD = SURVEY DISK
 DF2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2304_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2304
 DF2304  HISTORY     - Date     Condition        Report By
 DF2304  HISTORY     - 1976     MONUMENTED       GADT
 DF2304
 DF2304                          STATION DESCRIPTION
 DF2304
 DF2304'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2304'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF SCOTTSBORO, 3-1/2
 DF2304'MILES EAST-NORTHEAST OF COOPERS, AND 7-1/2 MILES NORTH-NORTHEAST
 DF2304'OF IVEY ON PROPERTY OF THE STATE OF GEORGIA.
 DF2304'
 DF2304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 DF2304'(STATE ROUTE 29) AND STATE ROUTE 243 IN SCOTTSBORO, GO SOUTHWEST
 DF2304'ALONG STATE ROUTE 243 FOR 0.7 MILE TO THE JUNCTION OF PAVED
 DF2304'COUNTY ROAD 151 TO THE LEFT. TURN LEFT GOING SOUTH ALONG COUNTY
 DF2304'ROAD 151 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 DF2304'GOING SOUTH ALONG COUNTY ROAD 151 FOR 0.15 MILE TO THE JUNCTION
 DF2304'OF DIRT COUNTY ROAD 134 TO THE RIGHT. TURN RIGHT GOING
 DF2304'SOUTHWEST ALONG COUNTY ROAD 134 FOR 0.1 MILE TO THE STATION ON
 DF2304'THE LEFT.
 DF2304'
 DF2304'THE STATION IS LOCATED 23 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2304'THE ROAD, 103.4 FEET SOUTH OF A 12 INCH TREE TRUNK CUT OFF ABOUT
 DF2304'15 FEET ABOVE THE GROUND ON THE NORTHWEST SIDE OF THE ROAD,
 DF2304'203.3 FEET SOUTH-SOUTHWEST OF THE SOUTHERN CORNER OF A WHITE
 DF2304'FRAME HOUSE ON THE NORTHWEST SIDE OF THE ROAD, 24.0 FEET EAST
 DF2304'NORTHEAST OF A 3 INCH MIMOSA TREE, AND 2.3 FEET SOUTHEAST OF A
 DF2304'WITNESS POST SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF2304'STAMPED---005-217 1976---, SET IN THE TOP OF A 10 INCH
 DF2304'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2304'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 DF2304'A STANDARD DISK STAMPED---005-217 1976---, SET IN THE TOP OF
 DF2304'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.84 METER BELOW
 DF2304'THE SURFACE OF THE GROUND.
 DF2304'
 DF2304'TO REACH BM 10 DOP 1972 FROM THE JUNCTION OF COUNTY ROAD 134
 DF2304'AND COUNTY ROAD 151, GO SOUTH ALONG COUNTY ROAD 151 FOR 0.05
 DF2304'MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE LEFT AND THE
 DF2304'BENCH MARK ON THE LEFT. IT IS LOCATED 40 FEET EAST OF THE CENTER
 DF2304'LINE OF COUNTY ROAD 151, 204 FEET NORTH OF THE CENTERLINE OF
 DF2304'COUNTY ROAD 150, 57.7 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT,
 DF2304'21.0 FEET NORTHEAST OF THE NORTH END OF AN 18 INCH CONCRETE
 DF2304'CULVERT UNDER THE DIRT DRIVEWAY, 10.0 FEET NORTHEAST OF A
 DF2304'PECAN TREE, AND 1.1 FEET NORTHWEST OF A WITNESS POST. IT IS A
 DF2304'STANDARD DISK STAMPED---10 DOP 1972---, SET IN THE TOP OF A 7
 DF2304'INCH SQUARE CONCRETE POST 7 INCHES ABOVE THE SURFACE OF THE
 DF2304'GROUND.
 DF2304'
 DF2304'THE AZIMUTH MARK IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE
 DF2304'OF THE ROAD, 16.1 FEET SOUTH OF A 6 INCH WILD CHERRY TREE, 56.5
 DF2304'FEET NORTHWEST OF AN 8 INCH FORKED OAK TREE, 44.8 FEET SOUTHEAST
 DF2304'OF A FIRE HYDRANT, 112.1 FEET EAST-SOUTHEAST OF A POWER POLE
 DF2304'WITH A TRANSFORMER ON THE SOUTHWEST SIDE OF THE ROAD, AND 3.0
 DF2304'FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2304'STAMPED---005-217 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2304'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2304'GROUND.
 DF2304'
 DF2304'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1671 ***********************************************************************
 ED1671  DESIGNATION -  BV 006 201
 ED1671  PID         -  ED1671
 ED1671  STATE/COUNTY-  GA/BANKS
 ED1671  USGS QUAD   -  MAYSVILLE (1985)
 ED1671
 ED1671                         *CURRENT SURVEY CONTROL
 ED1671  ___________________________________________________________________
 ED1671* NAD 83(1994)-  34 22 29.73808(N)    083 32 20.60647(W)     ADJUSTED  
 ED1671* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 ED1671  ___________________________________________________________________
 ED1671  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 ED1671  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ED1671
 ED1671  HORZ ORDER  -  SECOND
 ED1671
 ED1671.The horizontal coordinates were established by classical geodetic methods
 ED1671.and adjusted by the National Geodetic Survey in September 1997..
 ED1671
 ED1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1671
 ED1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1671
 ED1671.The geoid height was determined by GEOID03.
 ED1671
 ED1671;                    North         East     Units Scale Factor Converg.
 ED1671;SPC GA W     -   485,267.120   757,720.221   MT  0.99994105   +0 21 15.7
 ED1671;SPC GA W     - 1,592,080.54  2,485,953.76   sFT  0.99994105   +0 21 15.7
 ED1671;UTM  17      - 3,806,650.331   266,530.817   MT  1.00027193   -1 26 03.2
 ED1671
 ED1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1671!SPC GA W     -   0.99996388  x   0.99994105  =   0.99990493
 ED1671!UTM  17      -   0.99996388  x   1.00027193  =   1.00023580
 ED1671
 ED1671|---------------------------------------------------------------------|
 ED1671| PID    Reference Object                     Distance      Geod. Az  |
 ED1671|                                                           dddmmss.s |
 ED1671| ED1670 BV 006 201 GADT 1975 PTA             14.355 METERS 14433     |
 ED1671| CZ4281 BV 006 201 AZ MK                                   2254627.4 |
 ED1671| ED1657 SILVER                              APPROX. 3.4 KM 2903722.4 |
 ED1671|---------------------------------------------------------------------|
 ED1671
 ED1671                          SUPERSEDED SURVEY CONTROL
 ED1671
 ED1671  NAD 83(1986)-  34 22 29.74567(N)    083 32 20.60706(W) AD(       ) 2
 ED1671  NAD 27      -  34 22 29.37549(N)    083 32 20.99627(W) AD(       ) 2
 ED1671  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 ED1671
 ED1671.Superseded values are not recommended for survey control.
 ED1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1671.See file dsdata.txt to determine how the superseded data were derived.
 ED1671
 ED1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6653106650(NAD 83)
 ED1671_MARKER: DD = SURVEY DISK
 ED1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1671+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1671
 ED1671  HISTORY     - Date     Condition        Report By
 ED1671  HISTORY     - 1975     MONUMENTED       GADT
 ED1671  HISTORY     - 20040315 GOOD             GADT
 ED1671
 ED1671                          STATION DESCRIPTION
 ED1671
 ED1671'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1671'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHWEST OF
 ED1671'HOMER, 7-1/4 MILES EAST OF LULA, AND 7-1/4 MILES NORTHEAST OF
 ED1671'GILLSVILLE ON STATE RIGHT OF WAY.
 ED1671'
 ED1671'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOMER, GO
 ED1671'NORTHEAST ALONG U.S. HIGHWAY 441 (STATE ROUTE 15) FOR 0.5 MILE
 ED1671'TO THE JUNCTION OF STATE ROUTE 98 CROSSING.  TURN LEFT, GOING
 ED1671'NORTHWEST ALONG STATE ROUTE 98 FOR 1.35 MILES TO THE JUNCTION OF
 ED1671'COUNTY ROAD 31 TO THE LEFT.  CONTINUE GOING NORTHWEST ALONG
 ED1671'STATE ROUTE 98 FOR 2.25 MILES TO THE JUNCTION OF COUNTY ROAD 156
 ED1671'TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 98
 ED1671'FOR 0.55 MILE TO THE JUNCTION OF COUNTY ROAD 36 TO THE LEFT AND
 ED1671'THE STATION ON THE LEFT.
 ED1671'
 ED1671'THE STATION IS LOCATED 28.5 FEET SOUTH OF THE CENTERLINE OF
 ED1671'STATE ROUTE 98, 109.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 ED1671'36, 74.2 FEET SOUTH-SOUTHWEST OF A POWER POLE GUY POLE ON THE
 ED1671'NORTH SIDE OF THE HIGHWAY, 162.7 FEET EAST-NORTHEAST OF A 12
 ED1671'INCH OAK ON THE WEST SIDE OF COUNTY ROAD 36, 105.0 FEET
 ED1671'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CURB AROUND THE
 ED1671'CEMETERY PLOT OF LOYD J. AND JENNIFER DENISE BROCK, AND 2.8
 ED1671'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1671'STAMPED 006-201 1975, SET IN THE TOP OF A 10 INCH
 ED1671'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1671'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1671'006-201 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1671'APPROXIMATELY 0.67 METER BELOW THE SURFACE OF THE GROUND.
 ED1671'
 ED1671'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 ED1671'COUNTY ROAD 36 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1671'LOCATED 27 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 36, 117.1
 ED1671'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE SILVER SHOALS
 ED1671'CHURCH, 109.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 ED1671'SILVER SHOALS CHURCH, 84.2 FEET WEST-NORTHWEST OF A 12 INCH OAK
 ED1671'TREE IN THE CHURCHYARD, 89.3 FEET NORTHWEST OF ANOTHER 12 INCH
 ED1671'OAK TREE IN THE CHURCHYARD, 3.3 FEET EAST OF A POWER POLE, AND
 ED1671'2.6 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1671'STAMPED 006-201 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1671'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1671'GROUND.
 ED1671
 ED1671                          STATION RECOVERY (2004)
 ED1671
 ED1671'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1671'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1652 ***********************************************************************
 ED1652  DESIGNATION -  BV 006 202
 ED1652  PID         -  ED1652
 ED1652  STATE/COUNTY-  GA/BANKS
 ED1652  USGS QUAD   -  BALDWIN (1985)
 ED1652
 ED1652                         *CURRENT SURVEY CONTROL
 ED1652  ___________________________________________________________________
 ED1652* NAD 83(1994)-  34 25 32.56110(N)    083 30 09.77543(W)     ADJUSTED  
 ED1652* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 ED1652  ___________________________________________________________________
 ED1652  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 ED1652  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ED1652
 ED1652  HORZ ORDER  -  SECOND
 ED1652
 ED1652.The horizontal coordinates were established by classical geodetic methods
 ED1652.and adjusted by the National Geodetic Survey in September 1997..
 ED1652
 ED1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1652
 ED1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1652
 ED1652.The geoid height was determined by GEOID03.
 ED1652
 ED1652;                    North         East     Units Scale Factor Converg.
 ED1652;SPC GA W     -   490,921.435   761,025.705   MT  0.99994589   +0 22 31.3
 ED1652;SPC GA W     - 1,610,631.41  2,496,798.50   sFT  0.99994589   +0 22 31.3
 ED1652;UTM  17      - 3,812,200.420   270,012.389   MT  1.00025203   -1 24 55.8
 ED1652
 ED1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1652!SPC GA W     -   0.99996326  x   0.99994589  =   0.99990915
 ED1652!UTM  17      -   0.99996326  x   1.00025203  =   1.00021528
 ED1652
 ED1652:                Primary Azimuth Mark                     Grid Az
 ED1652:SPC GA W     -  BV 006 202 AZ MK                         053 17 10.1
 ED1652:UTM  17      -  BV 006 202 AZ MK                         055 04 37.2
 ED1652
 ED1652|---------------------------------------------------------------------|
 ED1652| PID    Reference Object                     Distance      Geod. Az  |
 ED1652|                                                           dddmmss.s |
 ED1652| CZ4282 BV 006 202 AZ MK                                   0533941.4 |
 ED1652| ED1651 BV 006 202 GADT 1975 PTA             16.237 METERS 13340     |
 ED1652| ED1837 CORNELIA CHENOCETAH MTN LOT         APPROX. 8.5 KM 3572855.4 |
 ED1652|---------------------------------------------------------------------|
 ED1652
 ED1652                          SUPERSEDED SURVEY CONTROL
 ED1652
 ED1652  NAD 83(1986)-  34 25 32.56936(N)    083 30 09.77659(W) AD(       ) 2
 ED1652  NAD 27      -  34 25 32.20320(N)    083 30 10.16546(W) AD(       ) 2
 ED1652  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 ED1652
 ED1652.Superseded values are not recommended for survey control.
 ED1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1652.See file dsdata.txt to determine how the superseded data were derived.
 ED1652
 ED1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7001212200(NAD 83)
 ED1652_MARKER: DD = SURVEY DISK
 ED1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1652
 ED1652  HISTORY     - Date     Condition        Report By
 ED1652  HISTORY     - 1975     MONUMENTED       GADT
 ED1652
 ED1652                          STATION DESCRIPTION
 ED1652
 ED1652'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1652'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTH-SOUTHEAST OF
 ED1652'HOLLINGSWORTH, 4-3/4 MILES SOUTH-SOUTHEAST OF BALDWIN, AND 6-1/2
 ED1652'MILES NORTH OF HOMER ON COUNTY RIGHT OF WAY.
 ED1652'
 ED1652'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (STATE
 ED1652'ROUTE 15) AND STATE ROUTE 198, LOCATED AT THE COMMUNITY OF
 ED1652'HOLLINGSWORTH ABOUT 4 MILES SOUTH-SOUTHEAST OF BALDWIN, GO
 ED1652'SOUTHEAST ALONG STATE ROUTE 198 FOR 0.95 MILE TO THE JUNCTION OF
 ED1652'COUNTY ROAD 186 CROSSING.  TURN RIGHT, GOING SOUTHWESTERLY ALONG
 ED1652'COUNTY ROAD 186 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 ED1652'
 ED1652'THE STATION IS LOCATED 15 FEET WEST OF THE CENTERLINE OF COUNTY
 ED1652'ROAD 186, 38.0 FEET SOUTHWEST OF A 6 INCH PINE TREE NEAR A FENCE
 ED1652'CORNER ON THE EAST SIDE OF THE ROAD, 61.0 FEET SOUTH OF A 5 INCH
 ED1652'PERSIMMON TREE, 25.0 FEET NORTH-NORTHWEST OF A 6 INCH PERSIMMON
 ED1652'TREE, 3.0 FEET EAST-NORTHEAST OF A WITNESS POST, AND
 ED1652'APPROXIMATELY 6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A WOVEN
 ED1652'WIRE FENCE.  IT IS A STANDARD BRASS DISK STAMPED 006-202 1975, SET
 ED1652'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1652'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1652'STANDARD DISK STAMPED 006-202 1975, SET IN AN IRREGULAR MASS
 ED1652'OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE
 ED1652'GROUND.
 ED1652'
 ED1652'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 198
 ED1652'AND COUNTY ROAD 186, GO SOUTHEASTERLY ALONG STATE ROUTE 198 FOR
 ED1652'0.1 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 30.0 FEET
 ED1652'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 198, 16.5 FEET
 ED1652'SOUTHEAST OF A POWER POLE, AND 1.0 FOOT NORTH-NORTHEAST OF A
 ED1652'WITNESS POST.  IT IS A STANDARD DISK STAMPED 006-202 1975 AZMK,
 ED1652'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1652'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1654 ***********************************************************************
 ED1654  DESIGNATION -  BV 006 203
 ED1654  PID         -  ED1654
 ED1654  STATE/COUNTY-  GA/BANKS
 ED1654  USGS QUAD   -  BALDWIN (1985)
 ED1654
 ED1654                         *CURRENT SURVEY CONTROL
 ED1654  ___________________________________________________________________
 ED1654* NAD 83(1994)-  34 27 06.50538(N)    083 32 36.66738(W)     ADJUSTED  
 ED1654* NAVD 88     -       373.     (meters)    1224.     (feet)  VERTCON   
 ED1654  ___________________________________________________________________
 ED1654  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 ED1654  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 ED1654
 ED1654  HORZ ORDER  -  SECOND
 ED1654
 ED1654.The horizontal coordinates were established by classical geodetic methods
 ED1654.and adjusted by the National Geodetic Survey in September 1997..
 ED1654
 ED1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1654
 ED1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1654
 ED1654.The geoid height was determined by GEOID03.
 ED1654
 ED1654;                    North         East     Units Scale Factor Converg.
 ED1654;SPC GA W     -   493,792.189   757,257.493   MT  0.99994040   +0 21 09.1
 ED1654;SPC GA W     - 1,620,049.87  2,484,435.62   sFT  0.99994040   +0 21 09.1
 ED1654;UTM  17      - 3,815,188.528   266,334.590   MT  1.00027305   -1 26 22.4
 ED1654
 ED1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1654!SPC GA W     -   0.99994614  x   0.99994040  =   0.99988654
 ED1654!UTM  17      -   0.99994614  x   1.00027305  =   1.00021917
 ED1654
 ED1654:                Primary Azimuth Mark                     Grid Az
 ED1654:SPC GA W     -  BV 006 203 AZ MK                         222 21 02.5
 ED1654:UTM  17      -  BV 006 203 AZ MK                         224 08 34.0
 ED1654
 ED1654|---------------------------------------------------------------------|
 ED1654| PID    Reference Object                     Distance      Geod. Az  |
 ED1654|                                                           dddmmss.s |
 ED1654| CZ4283 BV 006 203 AZ MK                                   2224211.6 |
 ED1654| ED1658 ALTO RIEGEL FABRICS TANK            APPROX. 3.2 KM 2804114.5 |
 ED1654| CZ4244 ALTO 5 MUN TANK                                    3005209.2 |
 ED1654| ED1655 BV 006 203 GADT 1975 PTA             22.383 METERS 31602     |
 ED1654|---------------------------------------------------------------------|
 ED1654
 ED1654                          SUPERSEDED SURVEY CONTROL
 ED1654
 ED1654  NAD 83(1986)-  34 27 06.51349(N)    083 32 36.66859(W) AD(       ) 2
 ED1654  NAD 27      -  34 27 06.14886(N)    083 32 37.04971(W) AD(       ) 2
 ED1654  NGVD 29 (07/19/86)  373.     (m)         1224.     (f) VERT ANG       
 ED1654
 ED1654.Superseded values are not recommended for survey control.
 ED1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1654.See file dsdata.txt to determine how the superseded data were derived.
 ED1654
 ED1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6633515189(NAD 83)
 ED1654_MARKER: DD = SURVEY DISK
 ED1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1654
 ED1654  HISTORY     - Date     Condition        Report By
 ED1654  HISTORY     - 1975     MONUMENTED       GADT
 ED1654
 ED1654                          STATION DESCRIPTION
 ED1654
 ED1654'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1654'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST-SOUTHEAST
 ED1654'OF ALTO, 2-3/4 MILES SOUTH OF BALDWIN, AND 2-1/4 MILES NORTHWEST
 ED1654'OF HOLLINGSWORTH ON THE PROPERTY OF MR. WILTON DUCKETT.
 ED1654'
 ED1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 (STATE
 ED1654'ROUTE 13) AND 441 (STATE ROUTE 15) IN BALDWIN, GO SOUTHWEST ALONG
 ED1654'U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 2.05 MILES TO THE JUNCTION
 ED1654'OF COUNTY ROAD 92406 TO THE LEFT.  TURN LEFT, GOING SOUTHEAST
 ED1654'ALONG COUNTY ROAD 92406 FOR 2.25 MILES TO THE JUNCTION OF A DIRT
 ED1654'DRIVEWAY TO THE RIGHT AND A SIGN (DUCKETTS ORCHARDS) ON THE
 ED1654'RIGHT.  TURN RIGHT, GOING SOUTH ALONG THE DRIVEWAY FOR 0.15
 ED1654'MILE TO A METAL GATE.  CONTINUE THROUGH THE GATE, GOING SOUTH
 ED1654'ALONG THE DRIVEWAY FOR 0.25 MILE TO THE JUNCTION OF A
 ED1654'DRIVEWAY (BETWEEN A BROWN HOUSE AND A SHED) TO THE RIGHT.  TURN
 ED1654'RIGHT, GOING WESTERLY ALONG THE DRIVEWAY FOR 0.05 MILE TO
 ED1654'A METAL GATE AND THE STATION.
 ED1654'
 ED1654'THE STATION IS LOCATED 43.0 FEET WEST OF THE SOUTH POST OF THE
 ED1654'METAL GATE, 37.0 FEET SOUTHWEST OF 18 INCH TWIN OAK TREES, 11.0
 ED1654'FEET SOUTH-SOUTHWEST OF A 7 INCH PINE TREE, 7.0 FEET
 ED1654'NORTH-NORTHWEST OF ANOTHER 7 INCH PINE TREE, AND 5.0 FEET WEST OF A
 ED1654'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 006-203
 ED1654'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1654'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1654'STATION IS A STANDARD DISK STAMPED 006-203 1975, SET IN THE
 ED1654'TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 ED1654'BELOW THE SURFACE OF THE GROUND.
 ED1654'
 ED1654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ALONG
 ED1654'THE FENCE AND WESTERLY ALONG A WOODSLINE FOR 0.05 MILE TO THE
 ED1654'MARK.  IT IS LOCATED 13.0 FEET NORTH-NORTHWEST OF A 12 INCH WHITE
 ED1654'OAK TREE, 108.0 FEET EAST OF A 10 INCH PINE TREE, 44.0 FEET
 ED1654'WEST-NORTHWEST OF A 14 INCH WHITE OAK TREE, AND 3.5 FEET NORTH OF
 ED1654'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 006-203 1975
 ED1654'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1654'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1649 ***********************************************************************
 ED1649  DESIGNATION -  BV 006 204
 ED1649  PID         -  ED1649
 ED1649  STATE/COUNTY-  GA/BANKS
 ED1649  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1649
 ED1649                         *CURRENT SURVEY CONTROL
 ED1649  ___________________________________________________________________
 ED1649* NAD 83(1994)-  34 27 58.00144(N)    083 27 52.93920(W)     ADJUSTED  
 ED1649* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 ED1649  ___________________________________________________________________
 ED1649  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 ED1649  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ED1649
 ED1649  HORZ ORDER  -  SECOND
 ED1649
 ED1649.The horizontal coordinates were established by classical geodetic methods
 ED1649.and adjusted by the National Geodetic Survey in September 1997..
 ED1649
 ED1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1649
 ED1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1649
 ED1649.The geoid height was determined by GEOID03.
 ED1649
 ED1649;                    North         East     Units Scale Factor Converg.
 ED1649;SPC GA W     -   495,426.254   764,488.327   MT  0.99995124   +0 23 50.2
 ED1649;SPC GA W     - 1,625,410.97  2,508,158.79   sFT  0.99995124   +0 23 50.2
 ED1649;UTM  17      - 3,816,596.059   273,615.228   MT  1.00023175   -1 23 43.5
 ED1649
 ED1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1649!SPC GA W     -   0.99996468  x   0.99995124  =   0.99991593
 ED1649!UTM  17      -   0.99996468  x   1.00023175  =   1.00019643
 ED1649
 ED1649|---------------------------------------------------------------------|
 ED1649| PID    Reference Object                     Distance      Geod. Az  |
 ED1649|                                                           dddmmss.s |
 ED1649| ED1648 BV 006 204 GADT 1975 PTA              8.397 METERS 09918     |
 ED1649| ED1836 CHENOCETAH                          APPROX. 5.6 KM 3160236.6 |
 ED1649|---------------------------------------------------------------------|
 ED1649
 ED1649                          SUPERSEDED SURVEY CONTROL
 ED1649
 ED1649  NAD 83(1986)-  34 27 58.00973(N)    083 27 52.94039(W) AD(       ) 2
 ED1649  NAD 27      -  34 27 57.64495(N)    083 27 53.33133(W) AD(       ) 2
 ED1649  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 ED1649
 ED1649.Superseded values are not recommended for survey control.
 ED1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1649.See file dsdata.txt to determine how the superseded data were derived.
 ED1649
 ED1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7361516596(NAD 83)
 ED1649_MARKER: DD = SURVEY DISK
 ED1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1649
 ED1649  HISTORY     - Date     Condition        Report By
 ED1649  HISTORY     - 1975     MONUMENTED       GADT
 ED1649
 ED1649                          STATION DESCRIPTION
 ED1649
 ED1649'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1649'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHEAST OF
 ED1649'HOLLINGSWORTH, 4-1/4 MILES SOUTH-SOUTHEAST OF MOUNT AIRY, AND
 ED1649'4-1/2 MILES EAST-SOUTHEAST OF BALDWIN ON STATE RIGHT OF WAY.
 ED1649'
 ED1649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (STATE
 ED1649'ROUTE 15) AND STATE ROUTE 105, LOCATED APPROXIMATELY 1-1/2 MILES
 ED1649'EAST OF BALDWIN, GO EASTERLY ALONG STATE ROUTE 105 FOR 2.25 MILES
 ED1649'TO A BRIDGE OVER MIDDLE FORK BROAD RIVER.  CONTINUE GOING EASTERLY
 ED1649'ALONG STATE ROUTE 105 FOR 1.4 MILES TO THE STATION ON THE RIGHT.
 ED1649'
 ED1649'THE STATION IS LOCATED 43 FEET SOUTH OF THE CENTERLINE OF STATE
 ED1649'ROUTE 105, 137 FEET EAST-SOUTHEAST OF THE POINT OF INTERSECTION
 ED1649'OF THE CENTERLINE OF DIRT COUNTY ROAD 206 AND THE SOUTH EDGE OF
 ED1649'PAVEMENT OF STATE ROUTE 105, 141.5 FEET EAST OF A POWER POLE ON
 ED1649'THE WEST SIDE OF COUNTY ROAD 206, 23.0 FEET WEST-NORTHWEST OF 6
 ED1649'INCH TRIPLE OAK TREES, AND 3.5 FEET NORTH OF A WITNESS POST.  IT
 ED1649'IS A STANDARD BRASS DISK STAMPED 006-204 1975, SET IN THE TOP
 ED1649'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1649'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1649'DISK STAMPED 006-204 1975, SET IN A IRREGULAR MASS OF CONCRETE
 ED1649'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1649'
 ED1649'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 ED1649'ALONG STATE ROUTE 105 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT
 ED1649'IS LOCATED 52 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 105,
 ED1649'12.0 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 ED1649'31.0 FEET EAST OF A 3 INCH DOUBLE DOGWOOD TREE, 14.0 FEET WEST
 ED1649'OF A 15 INCH POPLAR TREE, 6.0 FEET WEST-NORTHWEST OF A 10 INCH
 ED1649'PINE TREE, AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A
 ED1649'STANDARD DISK STAMPED 006-204 1975 AZMK, SET IN THE TOP OF A 10
 ED1649'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1649'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1674 ***********************************************************************
 ED1674  DESIGNATION -  BV 006 205
 ED1674  PID         -  ED1674
 ED1674  STATE/COUNTY-  GA/BANKS
 ED1674  USGS QUAD   -  MAYSVILLE (1985)
 ED1674
 ED1674                         *CURRENT SURVEY CONTROL
 ED1674  ___________________________________________________________________
 ED1674* NAD 83(1994)-  34 19 51.71731(N)    083 35 42.86629(W)     ADJUSTED  
 ED1674* NAVD 88     -       291.     (meters)     955.     (feet)  VERTCON   
 ED1674  ___________________________________________________________________
 ED1674  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ED1674  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 ED1674
 ED1674  HORZ ORDER  -  SECOND
 ED1674
 ED1674.The horizontal coordinates were established by classical geodetic methods
 ED1674.and adjusted by the National Geodetic Survey in September 1997..
 ED1674
 ED1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1674
 ED1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1674
 ED1674.The geoid height was determined by GEOID03.
 ED1674
 ED1674;                    North         East     Units Scale Factor Converg.
 ED1674;SPC GA W     -   480,367.809   752,580.471   MT  0.99993407   +0 19 20.2
 ED1674;SPC GA W     - 1,576,006.72  2,469,091.10   sFT  0.99993407   +0 19 20.2
 ED1674;UTM  17      - 3,801,912.080   261,238.887   MT  1.00030275   -1 27 51.6
 ED1674
 ED1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1674!SPC GA W     -   0.99995900  x   0.99993407  =   0.99989308
 ED1674!UTM  17      -   0.99995900  x   1.00030275  =   1.00026174
 ED1674
 ED1674:                Primary Azimuth Mark                     Grid Az
 ED1674:SPC GA W     -  BV 006 205 AZ MK                         042 32 37.0
 ED1674:UTM  17      -  BV 006 205 AZ MK                         044 19 48.8
 ED1674
 ED1674|---------------------------------------------------------------------|
 ED1674| PID    Reference Object                     Distance      Geod. Az  |
 ED1674|                                                           dddmmss.s |
 ED1674| CZ4284 BV 006 205 AZ MK                                   0425157.2 |
 ED1674| ED1675 BV 006 205 GADT 1975 PTA             25.975 METERS 24831     |
 ED1674|---------------------------------------------------------------------|
 ED1674
 ED1674                          SUPERSEDED SURVEY CONTROL
 ED1674
 ED1674  NAD 83(1986)-  34 19 51.72422(N)    083 35 42.86696(W) AD(       ) 2
 ED1674  NAD 27      -  34 19 51.35017(N)    083 35 43.25762(W) AD(       ) 2
 ED1674  NGVD 29 (07/19/86)  291.     (m)          955.     (f) VERT ANG       
 ED1674
 ED1674.Superseded values are not recommended for survey control.
 ED1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1674.See file dsdata.txt to determine how the superseded data were derived.
 ED1674
 ED1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6123901912(NAD 83)
 ED1674_MARKER: DD = SURVEY DISK
 ED1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1674
 ED1674  HISTORY     - Date     Condition        Report By
 ED1674  HISTORY     - 1975     MONUMENTED       GADT
 ED1674
 ED1674                          STATION DESCRIPTION
 ED1674
 ED1674'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1674'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF
 ED1674'GILLSVILLE, 5-1/2 MILES SOUTHEAST OF LULA, AND 5-1/2 MILES WEST
 ED1674'OF HOMER ON STATE RIGHT OF WAY.
 ED1674'
 ED1674'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 82 AND
 ED1674'STATE ROUTE 323 IN GILLSVILLE, GO NORTHEASTERLY ALONG STATE ROUTE
 ED1674'323 FOR 1.25 MILES TO THE JUNCTION OF COUNTY ROAD 116 TO THE
 ED1674'LEFT.  CONTINUE GOING NORTHEAST ALONG STATE ROUTE 323 FOR 1.85
 ED1674'MILES TO THE STATION ON THE LEFT.
 ED1674'
 ED1674'THE STATION IS LOCATED 45 FEET NORTHWEST OF THE CENTERLINE OF
 ED1674'STATE ROUTE 323, 95.5 FEET WEST-NORTHWEST OF THE WESTERNMOST
 ED1674'CORNER OF A YELLOW HOUSE ON THE SOUTHEAST SIDE OF THE HIGHWAY,
 ED1674'58.0 FEET EAST OF THE EASTERNMOST CORNER OF A BLOCK BUILDING, 5.0
 ED1674'FEET WEST-SOUTHWEST OF A POWER POLE, 79.8 FEET NORTH OF A UTILITY
 ED1674'LIGHT POLE ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND 3.0 FEET
 ED1674'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1674'STAMPED 006-205 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1674'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1674'UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-205 1975,
 ED1674'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68
 ED1674'METER BELOW THE SURFACE OF THE GROUND.
 ED1674'
 ED1674'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 ED1674'STATE ROUTE 323 FOR 0.35 MILE TO THE JUNCTION OF COUNTY ROAD 21
 ED1674'TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 31
 ED1674'FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 21, 157 FEET
 ED1674'NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 ED1674'OF COUNTY ROAD 21 AND STATE ROUTE 323, 78.0 FEET NORTHWEST OF A
 ED1674'POWER POLE, 20.0 FEET SOUTH-SOUTHEAST OF AN 8 INCH OAK TREE,
 ED1674'AND 5.8 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 ED1674'DISK STAMPED 006-205 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1674'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1674'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1647 ***********************************************************************
 ED1647  DESIGNATION -  BV 006 206
 ED1647  PID         -  ED1647
 ED1647  STATE/COUNTY-  GA/BANKS
 ED1647  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1647
 ED1647                         *CURRENT SURVEY CONTROL
 ED1647  ___________________________________________________________________
 ED1647* NAD 83(1994)-  34 25 55.15220(N)    083 27 41.59937(W)     ADJUSTED  
 ED1647* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 ED1647  ___________________________________________________________________
 ED1647  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 ED1647  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ED1647
 ED1647  HORZ ORDER  -  SECOND
 ED1647
 ED1647.The horizontal coordinates were established by classical geodetic methods
 ED1647.and adjusted by the National Geodetic Survey in September 1997..
 ED1647
 ED1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1647
 ED1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1647
 ED1647.The geoid height was determined by GEOID03.
 ED1647
 ED1647;                    North         East     Units Scale Factor Converg.
 ED1647;SPC GA W     -   491,643.059   764,804.067   MT  0.99995175   +0 23 55.3
 ED1647;SPC GA W     - 1,612,998.94  2,509,194.68   sFT  0.99995175   +0 23 55.3
 ED1647;UTM  17      - 3,812,803.781   273,812.570   MT  1.00023066   -1 23 32.7
 ED1647
 ED1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1647!SPC GA W     -   0.99995787  x   0.99995175  =   0.99990962
 ED1647!UTM  17      -   0.99995787  x   1.00023066  =   1.00018852
 ED1647
 ED1647:                Primary Azimuth Mark                     Grid Az
 ED1647:SPC GA W     -  BV 006 206 AZ MK                         233 17 09.8
 ED1647:UTM  17      -  BV 006 206 AZ MK                         235 04 37.8
 ED1647
 ED1647|---------------------------------------------------------------------|
 ED1647| PID    Reference Object                     Distance      Geod. Az  |
 ED1647|                                                           dddmmss.s |
 ED1647| ED2798 BV 006 206 AZ MK                                   2334105.1 |
 ED1647| ED1837 CORNELIA CHENOCETAH MTN LOT         APPROX. 8.8 KM 3315433.3 |
 ED1647|---------------------------------------------------------------------|
 ED1647
 ED1647                          SUPERSEDED SURVEY CONTROL
 ED1647
 ED1647  NAD 83(1986)-  34 25 55.15998(N)    083 27 41.59984(W) AD(       ) 2
 ED1647  NAD 27      -  34 25 54.79565(N)    083 27 42.00072(W) AD(       ) 2
 ED1647  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 ED1647
 ED1647.Superseded values are not recommended for survey control.
 ED1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1647.See file dsdata.txt to determine how the superseded data were derived.
 ED1647
 ED1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7381312804(NAD 83)
 ED1647_MARKER: DD = SURVEY DISK
 ED1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1647
 ED1647  HISTORY     - Date     Condition        Report By
 ED1647  HISTORY     - 1975     MONUMENTED       GADT
 ED1647
 ED1647                          STATION DESCRIPTION
 ED1647
 ED1647'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1647'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES EAST OF
 ED1647'HOLLINGSWORTH, 6-1/4 MILES SOUTH-SOUTHEAST OF MOUNT AIRY, AND 7
 ED1647'MILES NORTH-NORTHEAST OF HOMER ON THE PROPERTY OF TOMMY IRVIN.
 ED1647'
 ED1647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (STATE
 ED1647'ROUTE 15) AND STATE ROUTE 198, LOCATED AT HOLLINGSWORTH,
 ED1647'APPROXIMATELY 4 MILES SOUTH-SOUTHEAST OF BALDWIN, GO EASTERLY
 ED1647'ALONG STATE ROUTE 198 FOR 3.3 MILES TO THE JUNCTION OF COUNTY
 ED1647'ROAD 196 CROSSING.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY
 ED1647'ROAD 196 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ED1647'CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 196 FOR 0.25 MILE TO
 ED1647'THE STATION ON THE LEFT.
 ED1647'
 ED1647'THE STATION IS LOCATED 56 FEET NORTHWEST OF THE CENTERLINE OF
 ED1647'COUNTY ROAD 196, 72 FEET NORTH-NORTHEAST OF THE POINT OF
 ED1647'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 196 AND A DRIVEWAY
 ED1647'TO THE NORTHWEST TO THE TOMMY IRVIN RESIDENCE, 143.0 FEET
 ED1647'EAST-NORTHEAST OF A POWER POLE ON THE SOUTHWEST SIDE OF THE
 ED1647'DRIVEWAY, 63.0 FEET SOUTH-SOUTHEAST OF A 14 INCH PINE TREE, 87.0
 ED1647'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE IRVIN RESIDENCE,
 ED1647'AND 3.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1647'BRASS DISK STAMPED 006-206 1975, SET IN THE TOP OF A 10 INCH
 ED1647'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1647'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1647'006-206 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1647'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1647'
 ED1647'THE AZIMUTH MARK IS LOCATED 56 FEET SOUTHEAST OF THE CENTERLINE
 ED1647'OF COUNTY ROAD 196, 122.0 FEET EAST-SOUTHEAST OF A 26 INCH OAK
 ED1647'TREE ON THE NORTHWEST SIDE OF THE ROAD, 134.0 FEET SOUTHWEST OF
 ED1647'THE WESTERNMOST CORNER OF A FENCELINE OFF-SET, 134.0 FEET
 ED1647'WEST-SOUTHWEST OF THE EASTERNMOST CORNER OF THE FENCELINE
 ED1647'OFF-SET, AND 4.0 FEET NORTHWEST OF A WITNESS POST SET AT THE
 ED1647'FENCELINE.  IT IS A STANDARD DISK STAMPED 006-206 1975 AZMK, SET
 ED1647'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1647'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1678 ***********************************************************************
 ED1678  DESIGNATION -  BV 006 207
 ED1678  PID         -  ED1678
 ED1678  STATE/COUNTY-  GA/BANKS
 ED1678  USGS QUAD   -  GILLSVILLE (1985)
 ED1678
 ED1678                         *CURRENT SURVEY CONTROL
 ED1678  ___________________________________________________________________
 ED1678* NAD 83(1994)-  34 20 11.07044(N)    083 38 19.00239(W)     ADJUSTED  
 ED1678* NAVD 88     -       330.8    (meters)    1085.     (feet)  VERTCON   
 ED1678  ___________________________________________________________________
 ED1678  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 ED1678  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ED1678
 ED1678  HORZ ORDER  -  SECOND
 ED1678
 ED1678.The horizontal coordinates were established by classical geodetic methods
 ED1678.and adjusted by the National Geodetic Survey in September 1997..
 ED1678
 ED1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1678
 ED1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1678
 ED1678.The geoid height was determined by GEOID03.
 ED1678
 ED1678;                    North         East     Units Scale Factor Converg.
 ED1678;SPC GA W     -   480,942.500   748,586.479   MT  0.99992909   +0 17 52.3
 ED1678;SPC GA W     - 1,577,892.19  2,455,987.47   sFT  0.99992909   +0 17 52.3
 ED1678;UTM  17      - 3,802,611.290   257,263.233   MT  1.00032635   -1 29 20.5
 ED1678
 ED1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1678!SPC GA W     -   0.99995275  x   0.99992909  =   0.99988184
 ED1678!UTM  17      -   0.99995275  x   1.00032635  =   1.00027908
 ED1678
 ED1678:                Primary Azimuth Mark                     Grid Az
 ED1678:SPC GA W     -  BV 006 207 AZ MK                         151 55 06.7
 ED1678:UTM  17      -  BV 006 207 AZ MK                         153 42 19.5
 ED1678
 ED1678|---------------------------------------------------------------------|
 ED1678| PID    Reference Object                     Distance      Geod. Az  |
 ED1678|                                                           dddmmss.s |
 ED1678| CZ4285 BV 006 207 AZ MK                                   1521259.0 |
 ED1678| ED1786 GAINESVILLE DOT MAST                APPROX.14.5 KM 2415825.6 |
 ED1678| ED1785 GAINESVILLE RADIO STATION WFOX      APPROX.14.2 KM 2435303.5 |
 ED1678|---------------------------------------------------------------------|
 ED1678
 ED1678                          SUPERSEDED SURVEY CONTROL
 ED1678
 ED1678  NAD 83(1986)-  34 20 11.07726(N)    083 38 19.00306(W) AD(       ) 2
 ED1678  NAD 27      -  34 20 10.70445(N)    083 38 19.38842(W) AD(       ) 2
 ED1678  NGVD 29 (07/19/86)  330.8    (m)         1085.     (f) VERT ANG       
 ED1678
 ED1678.Superseded values are not recommended for survey control.
 ED1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1678.See file dsdata.txt to determine how the superseded data were derived.
 ED1678
 ED1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5726302611(NAD 83)
 ED1678_MARKER: DD = SURVEY DISK
 ED1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1678
 ED1678  HISTORY     - Date     Condition        Report By
 ED1678  HISTORY     - 1975     MONUMENTED       GADT
 ED1678
 ED1678                          STATION DESCRIPTION
 ED1678
 ED1678'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1678'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH OF GILLSVILLE,
 ED1678'4 MILES SOUTH-SOUTHEAST OF LULA, AND 7-3/4 MILES WEST OF HOMER ON
 ED1678'THE PROPERTY OF MR. HERB LANPHEAR.
 ED1678'
 ED1678'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 82 AND
 ED1678'STATE ROUTE 323 IN GILLSVILLE, GO NORTHEASTERLY ALONG STATE ROUTE
 ED1678'323 FOR 1.25 MILES TO THE JUNCTION OF COUNTY ROAD 116 TO THE
 ED1678'LEFT.  TURN LEFT, GOING WESTERLY ALONG COUNTY ROAD 116 FOR 1.6
 ED1678'MILES TO THE JUNCTION OF COUNTY ROAD 112 REVERSE FORKING TO THE
 ED1678'LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 112 FOR
 ED1678'0.2 MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE RIGHT AND
 ED1678'THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, GOING WESTERLY
 ED1678'ALONG THE DIRT DRIVEWAY, PASSING TO THE LEFT OF A CHICKEN HOUSE
 ED1678'AND GOING ALONG A FENCELINE ON THE RIGHT FOR 0.15 MILE TO THE
 ED1678'STATION NEXT TO THE FENCELINE.
 ED1678'
 ED1678'THE STATION IS LOCATED 148.0 FEET NORTH OF THE NORTHERNMOST
 ED1678'CORNER OF THE CHICKEN HOUSE, 19.3 FEET EAST-SOUTHEAST OF A 10 INCH
 ED1678'PINE TREE, 8.0 FEET EAST-SOUTHEAST OF A 6 INCH PINE TREE, 17.0
 ED1678'FEET WEST OF AN 8 INCH PINE TREE, AND 2.6 FEET SOUTH-SOUTHWEST OF
 ED1678'A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK
 ED1678'STAMPED 006-207 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1678'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1678'UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-207 1975,
 ED1678'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER
 ED1678'BELOW THE SURFACE OF THE GROUND.
 ED1678'
 ED1678'THE AZIMUTH MARK IS LOCATED 36 FEET WEST OF THE CENTERLINE OF
 ED1678'COUNTY ROAD 112, 37.0 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 ED1678'OF THE CENTERLINES OF COUNTY ROAD 112 AND THE DIRT DRIVEWAY, 97.5
 ED1678'FEET SOUTH OF A POWER POLE ON THE NORTH SIDE OF THE DRIVEWAY,
 ED1678'34.0 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, AND 2.0 FEET
 ED1678'NORTHEAST OF A WITNESS POST SET AT THE CORNER OF A FENCELINE.
 ED1678'IT IS A STANDARD DISK STAMPED 006-207 1975 AZMK, SET IN THE TOP
 ED1678'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 ED1678'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1663 ***********************************************************************
 ED1663  DESIGNATION -  BV 006 208
 ED1663  PID         -  ED1663
 ED1663  STATE/COUNTY-  GA/BANKS
 ED1663  USGS QUAD   -  BALDWIN (1985)
 ED1663
 ED1663                         *CURRENT SURVEY CONTROL
 ED1663  ___________________________________________________________________
 ED1663* NAD 83(1994)-  34 23 08.42915(N)    083 36 39.48332(W)     ADJUSTED  
 ED1663* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 ED1663  ___________________________________________________________________
 ED1663  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 ED1663  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1663
 ED1663  HORZ ORDER  -  SECOND
 ED1663
 ED1663.The horizontal coordinates were established by classical geodetic methods
 ED1663.and adjusted by the National Geodetic Survey in September 1997..
 ED1663
 ED1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1663
 ED1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1663
 ED1663.The geoid height was determined by GEOID03.
 ED1663
 ED1663;                    North         East     Units Scale Factor Converg.
 ED1663;SPC GA W     -   486,420.675   751,100.143   MT  0.99993218   +0 18 49.8
 ED1663;SPC GA W     - 1,595,865.16  2,464,234.39   sFT  0.99993218   +0 18 49.8
 ED1663;UTM  17      - 3,808,010.461   259,947.641   MT  1.00031036   -1 28 31.0
 ED1663
 ED1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1663!SPC GA W     -   0.99995272  x   0.99993218  =   0.99988490
 ED1663!UTM  17      -   0.99995272  x   1.00031036  =   1.00026306
 ED1663
 ED1663:                Primary Azimuth Mark                     Grid Az
 ED1663:SPC GA W     -  SILVER                                   089 49 40.5
 ED1663:UTM  17      -  SILVER                                   091 37 01.3
 ED1663
 ED1663|---------------------------------------------------------------------|
 ED1663| PID    Reference Object                     Distance      Geod. Az  |
 ED1663|                                                           dddmmss.s |
 ED1663| ED1657 SILVER                              APPROX. 3.5 KM 0900830.3 |
 ED1663| ED1662 BV 006 208 GADT 1975 PTA             22.369 METERS 14616     |
 ED1663| CZ4286 BV 006 208 AZ MK                                   1581202.1 |
 ED1663|---------------------------------------------------------------------|
 ED1663
 ED1663                          SUPERSEDED SURVEY CONTROL
 ED1663
 ED1663  NAD 83(1986)-  34 23 08.43656(N)    083 36 39.48396(W) AD(       ) 2
 ED1663  NAD 27      -  34 23 08.07037(N)    083 36 39.86473(W) AD(       ) 2
 ED1663  NGVD 29 (07/19/86)  331.     (m)         1086.     (f) VERT ANG       
 ED1663
 ED1663.Superseded values are not recommended for survey control.
 ED1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1663.See file dsdata.txt to determine how the superseded data were derived.
 ED1663
 ED1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5994808010(NAD 83)
 ED1663_MARKER: DD = SURVEY DISK
 ED1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1663
 ED1663  HISTORY     - Date     Condition        Report By
 ED1663  HISTORY     - 1975     MONUMENTED       GADT
 ED1663
 ED1663                          STATION DESCRIPTION
 ED1663
 ED1663'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1663'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF LULA, 5-1/2
 ED1663'MILES NORTH OF GILLSVILLE, AND 7-1/2 MILES WEST-NORTHWEST OF
 ED1663'HOMER ON COUNTY RIGHT OF WAY.
 ED1663'
 ED1663'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED1663'U.S. HIGHWAY 23 (STATE ROUTE 13) IN LULA, GO EAST-SOUTHEAST
 ED1663'ALONG STATE ROUTE 51 FOR APPROXIMATELY 300 FEET TO A CONCRETE
 ED1663'RAILWAY UNDERPASS.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE
 ED1663'ROUTE 51 FOR 1.9 MILES TO THE JUNCTION OF COUNTY ROAD 109 TO THE
 ED1663'RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 51 FOR
 ED1663'2.3 MILES TO THE JUNCTION OF STATE ROUTE 98 REVERSE FORKING TO
 ED1663'THE LEFT.  TURN LEFT, GOING NORTH ALONG STATE ROUTE 98 FOR 0.55
 ED1663'MILE TO THE JUNCTION OF COUNTY ROAD 131 FORKING TO THE LEFT.
 ED1663'TURN LEFT, GOING NORTHWEST ALONG COUNTY ROAD 131 FOR 1.1 MILES TO
 ED1663'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTHWEST
 ED1663'ALONG COUNTY ROAD 131 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ED1663'
 ED1663'THE STATION IS LOCATED 21 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1663'OF COUNTY ROAD 131, 66.2 FEET SOUTH-SOUTHWEST OF AN 8 INCH MAPLE
 ED1663'TREE, 28.8 FEET NORTHEAST OF AN 8 INCH DOGWOOD TREE, 81.2 FEET
 ED1663'EAST OF A 6 INCH WHITE OAK TREE, 46.0 FEET WEST-NORTHWEST OF THE
 ED1663'SOUTHWEST CORNER OF A FENCELINE ON THE EAST SIDE OF THE ROAD, AND
 ED1663'3.2 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1663'STAMPED 006-208 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1663'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1663'UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-208 1975,
 ED1663'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER
 ED1663'BELOW THE SURFACE OF THE GROUND.
 ED1663'
 ED1663'THE AZIMUTH MARK IS LOCATED 19 FEET SOUTHWEST OF THE CENTERLINE
 ED1663'OF COUNTY ROAD 131, 51.2 FEET SOUTHWEST OF A 6 INCH LOBLOLLY PINE
 ED1663'TREE ON THE EAST SIDE OF THE ROAD, 58.5 FEET WEST-SOUTHWEST OF AN
 ED1663'8 INCH LOBLOLLY PINE TREE ON THE EAST SIDE OF THE ROAD, 13.1 FEET
 ED1663'SOUTHEAST OF A 6 INCH FORKED LOBLOLLY PINE TREE, 10.0 FEET
 ED1663'NORTHWEST OF AN 8 INCH LOBLOLLY PINE TREE, AND 2.2 FEET
 ED1663'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1663'006-208 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1663'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1644 ***********************************************************************
 ED1644  DESIGNATION -  BV 006 209
 ED1644  PID         -  ED1644
 ED1644  STATE/COUNTY-  GA/BANKS
 ED1644  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1644
 ED1644                         *CURRENT SURVEY CONTROL
 ED1644  ___________________________________________________________________
 ED1644* NAD 83(1994)-  34 27 30.03115(N)    083 23 53.25653(W)     ADJUSTED  
 ED1644* NAVD 88     -       299.6    (meters)     983.     (feet)  VERTCON   
 ED1644  ___________________________________________________________________
 ED1644  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 ED1644  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ED1644
 ED1644  HORZ ORDER  -  SECOND
 ED1644
 ED1644.The horizontal coordinates were established by classical geodetic methods
 ED1644.and adjusted by the National Geodetic Survey in September 1997..
 ED1644
 ED1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1644
 ED1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1644
 ED1644.The geoid height was determined by GEOID03.
 ED1644
 ED1644;                    North         East     Units Scale Factor Converg.
 ED1644;SPC GA W     -   494,608.855   770,611.483   MT  0.99996144   +0 26 05.5
 ED1644;SPC GA W     - 1,622,729.22  2,528,247.84   sFT  0.99996144   +0 26 05.5
 ED1644;SPC GA E     -   495,028.931    86,854.651   MT  1.00005775   -0 41 48.6
 ED1644;SPC GA E     - 1,624,107.42    284,955.63   sFT  1.00005775   -0 41 48.6
 ED1644;UTM  17      - 3,815,587.270   279,711.397   MT  1.00019819   -1 21 26.7
 ED1644
 ED1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1644!SPC GA W     -   0.99995770  x   0.99996144  =   0.99991914
 ED1644!SPC GA E     -   0.99995770  x   1.00005775  =   1.00001545
 ED1644!UTM  17      -   0.99995770  x   1.00019819  =   1.00015588
 ED1644
 ED1644:                Primary Azimuth Mark                     Grid Az
 ED1644:SPC GA W     -  BV 006 209 AZ MK                         171 08 38.3
 ED1644:SPC GA E     -  BV 006 209 AZ MK                         172 16 32.4
 ED1644:UTM  17      -  BV 006 209 AZ MK                         172 56 10.5
 ED1644
 ED1644|---------------------------------------------------------------------|
 ED1644| PID    Reference Object                     Distance      Geod. Az  |
 ED1644|                                                           dddmmss.s |
 ED1644| ED2799 BV 006 209 AZ MK                                   1713443.8 |
 ED1644|---------------------------------------------------------------------|
 ED1644
 ED1644                          SUPERSEDED SURVEY CONTROL
 ED1644
 ED1644  NAD 83(1986)-  34 27 30.03916(N)    083 23 53.25719(W) AD(       ) 2
 ED1644  NAD 27      -  34 27 29.67281(N)    083 23 53.66363(W) AD(       ) 2
 ED1644  NGVD 29 (07/19/86)  299.6    (m)          983.     (f) VERT ANG       
 ED1644
 ED1644.Superseded values are not recommended for survey control.
 ED1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1644.See file dsdata.txt to determine how the superseded data were derived.
 ED1644
 ED1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7971115587(NAD 83)
 ED1644_MARKER: DD = SURVEY DISK
 ED1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1644
 ED1644  HISTORY     - Date     Condition        Report By
 ED1644  HISTORY     - 1975     MONUMENTED       GADT
 ED1644
 ED1644                          STATION DESCRIPTION
 ED1644
 ED1644'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1644'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTH-SOUTHWEST OF
 ED1644'BOYDVILLE, 6-1/4 MILES EAST-NORTHEAST OF HOLLINGSWORTH, AND 10-1/4
 ED1644'MILES NORTHEAST OF HOMER ON THE PROPERTY OF MR. VERNON WILKINSON.
 ED1644'
 ED1644'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOMER, GO
 ED1644'NORTHEAST ALONG U.S. HIGHWAY 441 (STATE ROUTE 15) AND STATE ROUTE
 ED1644'51 FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTE 51 TO THE
 ED1644'RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG STATE ROUTE 51 FOR
 ED1644'2.65 MILES TO THE JUNCTION OF STATE ROUTE 184 TO THE LEFT.  TURN
 ED1644'LEFT, GOING NORTH ALONG STATE ROUTE 184 FOR 4.05 MILES TO THE
 ED1644'JUNCTION OF STATE ROUTE 198 CROSSING.  CONTINUE GOING NORTH
 ED1644'ALONG STATE ROUTE 184 FOR 1.6 MILES TO THE SOUTH END OF A BRIDGE
 ED1644'OVER MIDDLE FORK BROAD RIVER.  CONTINUE GOING NORTH ALONG
 ED1644'STATE ROUTE 184 FOR 2.45 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1644'92427 TO THE RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE
 ED1644'184 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED1644'GOING NORTH ALONG STATE ROUTE 184 FOR 0.25 MILE TO THE STATION ON
 ED1644'THE LEFT.
 ED1644'
 ED1644'THE STATION IS LOCATED 38 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1644'OF STATE ROUTE 184, 54.0 FEET SOUTH-SOUTHWEST OF THE POINT OF
 ED1644'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 184 AND THE
 ED1644'SOUTHERNMOST JUNCTION OF AN ABANDONED COUNTY DIRT ROAD TO THE
 ED1644'WEST, 16.0 FEET SOUTH-SOUTHWEST OF A GUY POLE WITH AN UNDERGROUND
 ED1644'TELEPHONE CABLE PEDESTAL ATTACHED, AND 6.7 FEET WEST-SOUTHWEST
 ED1644'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS
 ED1644'DISK STAMPED 006-209 1975, SET IN THE TOP OF A 10 INCH
 ED1644'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1644'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1644'006-209 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1644'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 ED1644'
 ED1644'THE AZIMUTH MARK IS LOCATED 37.5 FEET EAST OF THE CENTERLINE OF
 ED1644'STATE ROUTE 184, 54.0 FEET NORTH OF A POWER POLE ON THE SOUTH
 ED1644'SIDE OF A DRIVEWAY TO THE AYERS RESIDENCE, 33.0 FEET
 ED1644'NORTH-NORTHEAST OF THE NORTH END OF A 16 INCH CONCRETE CULVERT
 ED1644'PIPE UNDER THE DRIVEWAY, 83.4 FEET NORTHEAST OF A TELEPHONE POLE
 ED1644'WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON THE
 ED1644'WEST SIDE OF THE HIGHWAY, 5.8 FEET NORTH-NORTHWEST OF A 6 INCH
 ED1644'PINE TREE, AND 1.7 FEET WEST OF A WITNESS POST.  IT IS A
 ED1644'STANDARD DISK STAMPED 006-209 1975 AZMK, SET IN THE TOP OF
 ED1644'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1644'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1642 ***********************************************************************
 ED1642  DESIGNATION -  BV 006 210
 ED1642  PID         -  ED1642
 ED1642  STATE/COUNTY-  GA/BANKS
 ED1642  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1642
 ED1642                         *CURRENT SURVEY CONTROL
 ED1642  ___________________________________________________________________
 ED1642* NAD 83(1994)-  34 25 07.66860(N)    083 23 12.59727(W)     ADJUSTED  
 ED1642* NAVD 88     -       225.     (meters)     738.     (feet)  VERTCON   
 ED1642  ___________________________________________________________________
 ED1642  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 ED1642  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ED1642
 ED1642  HORZ ORDER  -  SECOND
 ED1642
 ED1642.The horizontal coordinates were established by classical geodetic methods
 ED1642.and adjusted by the National Geodetic Survey in September 1997..
 ED1642
 ED1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1642
 ED1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1642
 ED1642.The geoid height was determined by GEOID03.
 ED1642
 ED1642;                    North         East     Units Scale Factor Converg.
 ED1642;SPC GA W     -   490,230.323   771,682.957   MT  0.99996332   +0 26 26.9
 ED1642;SPC GA W     - 1,608,363.98  2,531,763.17   sFT  0.99996332   +0 26 26.9
 ED1642;SPC GA E     -   490,629.687    87,839.573   MT  1.00005501   -0 41 23.1
 ED1642;SPC GA E     - 1,609,674.23    288,187.00   sFT  1.00005501   -0 41 23.1
 ED1642;UTM  17      - 3,811,176.354   280,645.690   MT  1.00019313   -1 20 58.8
 ED1642
 ED1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1642!SPC GA W     -   0.99996941  x   0.99996332  =   0.99993273
 ED1642!SPC GA E     -   0.99996941  x   1.00005501  =   1.00002442
 ED1642!UTM  17      -   0.99996941  x   1.00019313  =   1.00016254
 ED1642
 ED1642:                Primary Azimuth Mark                     Grid Az
 ED1642:SPC GA W     -  BV 006 210 AZ MK                         187 21 07.2
 ED1642:SPC GA E     -  BV 006 210 AZ MK                         188 28 57.2
 ED1642:UTM  17      -  BV 006 210 AZ MK                         189 08 32.9
 ED1642
 ED1642|---------------------------------------------------------------------|
 ED1642| PID    Reference Object                     Distance      Geod. Az  |
 ED1642|                                                           dddmmss.s |
 ED1642| ED2800 BV 006 210 AZ MK                                   1874734.1 |
 ED1642| ED1643 BV 006 210 GADT 1975 PTA             18.495 METERS 24811     |
 ED1642|---------------------------------------------------------------------|
 ED1642
 ED1642                          SUPERSEDED SURVEY CONTROL
 ED1642
 ED1642  NAD 83(1986)-  34 25 07.67665(N)    083 23 12.59775(W) AD(       ) 2
 ED1642  NAD 27      -  34 25 07.30644(N)    083 23 13.00787(W) AD(       ) 2
 ED1642  NGVD 29 (07/19/86)  225.     (m)          738.     (f) VERT ANG       
 ED1642
 ED1642.Superseded values are not recommended for survey control.
 ED1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1642.See file dsdata.txt to determine how the superseded data were derived.
 ED1642
 ED1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8064611176(NAD 83)
 ED1642_MARKER: DD = SURVEY DISK
 ED1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1642+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1642
 ED1642  HISTORY     - Date     Condition        Report By
 ED1642  HISTORY     - 1975     MONUMENTED       GADT
 ED1642  HISTORY     - 20040315 GOOD             GADT
 ED1642
 ED1642                          STATION DESCRIPTION
 ED1642
 ED1642'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1642'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES NORTHEAST OF
 ED1642'HOMER, 9-1/4 MILES WEST-NORTHWEST OF CLARKESVILLE, AND 10 MILES
 ED1642'EAST-SOUTHEAST OF BALDWIN ON COUNTY RIGHT OF WAY.
 ED1642'
 ED1642'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 320 AND
 ED1642'STATE ROUTE 106, LOCATED APPROXIMATELY 8-1/2 MILES WEST OF MARTIN,
 ED1642'GO NORTH ALONG STATE ROUTE 106 FOR 0.25 MILE TO THE JUNCTION OF
 ED1642'COUNTY ROAD 92417 TO THE LEFT.  TURN LEFT, GOING SOUTHWESTERLY
 ED1642'ALONG COUNTY ROAD 92417 FOR 3.45 MILES TO ITS TERMINATION AT THE
 ED1642'JUNCTION OF COUNTY ROAD 92427 CROSSING.  TURN LEFT, GOING SOUTH
 ED1642'ALONG COUNTY ROAD 92427 FOR 0.4 MILE TO THE JUNCTION OF A
 ED1642'COUNTY DIRT ROAD TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 ED1642'THE COUNTY DIRT ROAD (BECOMES BANKS COUNTY ROAD 191 UPON
 ED1642'CROSSING COUNTY LINE ROAD AT THE FRANKLIN-BANKS COUNTY LINE) FOR
 ED1642'0.9 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 ED1642'92196 CROSSING.  TURN LEFT, GOING SOUTH ALONG COUNTY ROAD 92196
 ED1642'FOR 0.95 MILE TO THE JUNCTION OF COUNTY ROAD 190 (PAVED TO
 ED1642'THE RIGHT AND DIRT TO THE LEFT) AND THE STATION ON THE LEFT.
 ED1642'
 ED1642'THE STATION IS LOCATED 40 FEET EAST OF THE CENTERLINE OF COUNTY
 ED1642'ROAD 92196, 97.0 FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE
 ED1642'OF THE ROAD, 165.0 FEET NORTHEAST OF THE POINT OF INTERSECTION
 ED1642'OF THE CENTERLINES OF COUNTY ROAD 190 AND COUNTY ROAD 92196, 27.0
 ED1642'FEET SOUTHWEST OF THE SOUTH GATE POST OF A METAL GATE IN A
 ED1642'FENCELINE, AND 9.5 FEET WEST OF A WITNESS POST SET AT THE
 ED1642'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 006-210 1975,
 ED1642'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1642'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1642'STANDARD DISK STAMPED 006-210 1975, SET IN AN IRREGULAR MASS
 ED1642'OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE
 ED1642'GROUND.
 ED1642'
 ED1642'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED1642'ALONG COUNTY ROAD 92196 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 ED1642'RIGHT.  IT IS LOCATED 31 FEET WEST OF THE CENTERLINE OF COUNTY
 ED1642'ROAD 92196, 62.5 FEET SOUTH OF A POWER POLE, 90.0 FEET EAST OF A
 ED1642'7 INCH PINE TREE, AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A
 ED1642'STANDARD DISK STAMPED 006-210 1975 AZMK, SET IN THE TOP OF A 10
 ED1642'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1642'THE GROUND.
 ED1642
 ED1642                          STATION RECOVERY (2004)
 ED1642
 ED1642'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1642'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1664 ***********************************************************************
 ED1664  DESIGNATION -  BV 006 211
 ED1664  PID         -  ED1664
 ED1664  STATE/COUNTY-  GA/BANKS
 ED1664  USGS QUAD   -  MAYSVILLE (1985)
 ED1664
 ED1664                         *CURRENT SURVEY CONTROL
 ED1664  ___________________________________________________________________
 ED1664* NAD 83(1994)-  34 22 18.47997(N)    083 30 21.77979(W)     ADJUSTED  
 ED1664* NAVD 88     -       294.9    (meters)     968.     (feet)  VERTCON   
 ED1664  ___________________________________________________________________
 ED1664  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 ED1664  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 ED1664
 ED1664  HORZ ORDER  -  SECOND
 ED1664
 ED1664.The horizontal coordinates were established by classical geodetic methods
 ED1664.and adjusted by the National Geodetic Survey in September 1997..
 ED1664
 ED1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1664
 ED1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1664
 ED1664.The geoid height was determined by GEOID03.
 ED1664
 ED1664;                    North         East     Units Scale Factor Converg.
 ED1664;SPC GA W     -   484,939.511   760,758.166   MT  0.99994549   +0 22 22.7
 ED1664;SPC GA W     - 1,591,005.71  2,495,920.75   sFT  0.99994549   +0 22 22.7
 ED1664;UTM  17      - 3,806,227.933   269,558.026   MT  1.00025462   -1 24 55.6
 ED1664
 ED1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1664!SPC GA W     -   0.99995841  x   0.99994549  =   0.99990390
 ED1664!UTM  17      -   0.99995841  x   1.00025462  =   1.00021302
 ED1664
 ED1664:                Primary Azimuth Mark                     Grid Az
 ED1664:SPC GA W     -  PLEASANT                                 100 40 42.4
 ED1664:UTM  17      -  PLEASANT                                 102 28 00.7
 ED1664
 ED1664|---------------------------------------------------------------------|
 ED1664| PID    Reference Object                     Distance      Geod. Az  |
 ED1664|                                                           dddmmss.s |
 ED1664| ED1638 PLEASANT                            APPROX. 5.4 KM 1010305.1 |
 ED1664| CZ4287 BV 006 211 AZ MK                                   3375704.7 |
 ED1664|---------------------------------------------------------------------|
 ED1664
 ED1664                          SUPERSEDED SURVEY CONTROL
 ED1664
 ED1664  NAD 83(1986)-  34 22 18.48729(N)    083 30 21.78020(W) AD(       ) 2
 ED1664  NAD 27      -  34 22 18.11687(N)    083 30 22.18031(W) AD(       ) 2
 ED1664  NGVD 29 (07/19/86)  294.9    (m)          968.     (f) VERT ANG       
 ED1664
 ED1664.Superseded values are not recommended for survey control.
 ED1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1664.See file dsdata.txt to determine how the superseded data were derived.
 ED1664
 ED1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6955806228(NAD 83)
 ED1664_MARKER: DD = SURVEY DISK
 ED1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1664
 ED1664  HISTORY     - Date     Condition        Report By
 ED1664  HISTORY     - 1975     MONUMENTED       GADT
 ED1664
 ED1664                          STATION DESCRIPTION
 ED1664
 ED1664'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1664'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF HOMER,
 ED1664'7-3/4 MILES SOUTH-SOUTHEAST OF ALTO, AND 9 MILES EAST OF LULA ON
 ED1664'COUNTY RIGHT OF WAY.
 ED1664'
 ED1664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (STATE
 ED1664'ROUTE 15) AND STATE ROUTE 98 IN HOMER, GO NORTHEASTERLY ALONG
 ED1664'U.S. HIGHWAY 441 FOR 1.4 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1664'92197 FORKING TO THE LEFT.  TURN LEFT, GOING NORTHWEST ALONG
 ED1664'COUNTY ROAD 92197 FOR 2.2 MILES TO THE JUNCTION OF DIRT COUNTY
 ED1664'ROAD 161 REVERSE FORKING TO THE RIGHT.  CONTINUE GOING
 ED1664'NORTHEASTERLY ALONG COUNTY ROAD 92197 FOR 0.3 MILE TO THE STATION
 ED1664'ON THE LEFT.
 ED1664'
 ED1664'THE STATION IS LOCATED 25 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1664'COUNTY ROAD 92197, 73.9 FEET SOUTH OF A POWER POLE ON THE
 ED1664'NORTHEAST SIDE OF THE ROAD, 61.9 FEET SOUTH, EAST OF A POWER POLE,
 ED1664'117.8 FEET EAST-SOUTHEAST OF ANOTHER POWER POLE, AND 3.6 FEET
 ED1664'NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 ED1664'BRASS DISK STAMPED 006-211 1975, SET IN THE TOP OF 10 INCH
 ED1664'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1664'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-211 1975,
 ED1664'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.65 METER
 ED1664'BELOW THE SURFACE OF THE GROUND.
 ED1664'
 ED1664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG COUNTY
 ED1664'ROAD 92197 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 ED1664'LOCATED 25 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 92197, 100.6
 ED1664'FEET WEST-NORTHWEST OF THE EASTERNMOST CORNER OF AN OLD WOOD
 ED1664'FRAME HOUSE ON THE EAST SIDE OF THE ROAD, 77.0 FEET
 ED1664'WEST-NORTHWEST OF AN 8 INCH PINE TREE ON THE EAST SIDE OF THE
 ED1664'ROAD, 54.0 FEET NORTHWEST OF A 24 INCH OAK TREE ON THE EAST
 ED1664'SIDE OF THE ROAD, 54.8 FEET WEST OF A POWER POLE ON THE EAST
 ED1664'SIDE OF THE ROAD, AND 1.9 FEET EAST-NORTHEAST OF A WITNESS
 ED1664'POST.  IT IS A STANDARD DISK STAMPED 006-211 1975 AZMK, SET IN
 ED1664'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1664'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1668 ***********************************************************************
 ED1668  DESIGNATION -  BV 006 212
 ED1668  PID         -  ED1668
 ED1668  STATE/COUNTY-  GA/BANKS
 ED1668  USGS QUAD   -  MAYSVILLE (1985)
 ED1668
 ED1668                         *CURRENT SURVEY CONTROL
 ED1668  ___________________________________________________________________
 ED1668* NAD 83(1994)-  34 17 04.87153(N)    083 32 02.22923(W)     ADJUSTED  
 ED1668* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 ED1668  ___________________________________________________________________
 ED1668  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ED1668  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 ED1668
 ED1668  HORZ ORDER  -  SECOND
 ED1668
 ED1668.The horizontal coordinates were established by classical geodetic methods
 ED1668.and adjusted by the National Geodetic Survey in September 1997..
 ED1668
 ED1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1668
 ED1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1668
 ED1668.The geoid height was determined by GEOID03.
 ED1668
 ED1668;                    North         East     Units Scale Factor Converg.
 ED1668;SPC GA W     -   475,260.559   758,252.047   MT  0.99994181   +0 21 23.1
 ED1668;SPC GA W     - 1,559,250.68  2,487,698.59   sFT  0.99994181   +0 21 23.1
 ED1668;UTM  17      - 3,796,628.750   266,750.496   MT  1.00027068   -1 25 40.9
 ED1668
 ED1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1668!SPC GA W     -   0.99996545  x   0.99994181  =   0.99990726
 ED1668!UTM  17      -   0.99996545  x   1.00027068  =   1.00023612
 ED1668
 ED1668:                Primary Azimuth Mark                     Grid Az
 ED1668:SPC GA W     -  BV 006 212 AZ MK                         109 02 46.1
 ED1668:UTM  17      -  BV 006 212 AZ MK                         110 49 50.1
 ED1668
 ED1668|---------------------------------------------------------------------|
 ED1668| PID    Reference Object                     Distance      Geod. Az  |
 ED1668|                                                           dddmmss.s |
 ED1668| CZ4288 BV 006 212 AZ MK                                   1092409.2 |
 ED1668| ED1669 BV 006 212 GADT 1975 PTA             27.337 METERS 19807     |
 ED1668|---------------------------------------------------------------------|
 ED1668
 ED1668                          SUPERSEDED SURVEY CONTROL
 ED1668
 ED1668  NAD 83(1986)-  34 17 04.87751(N)    083 32 02.22947(W) AD(       ) 2
 ED1668  NAD 27      -  34 17 04.49734(N)    083 32 02.63391(W) AD(       ) 2
 ED1668  NGVD 29 (07/19/86)  250.     (m)          820.     (f) VERT ANG       
 ED1668
 ED1668.Superseded values are not recommended for survey control.
 ED1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1668.See file dsdata.txt to determine how the superseded data were derived.
 ED1668
 ED1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6675096629(NAD 83)
 ED1668_MARKER: DD = SURVEY DISK
 ED1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1668
 ED1668  HISTORY     - Date     Condition        Report By
 ED1668  HISTORY     - 1975     MONUMENTED       GADT
 ED1668
 ED1668                          STATION DESCRIPTION
 ED1668
 ED1668'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1668'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF
 ED1668'MAYSVILLE, 4 MILES SOUTH-SOUTHWEST OF HOMER, AND 6 MILES
 ED1668'EAST-SOUTHEAST OF GILLSVILLE ON STATE RIGHT OF WAY.
 ED1668'
 ED1668'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MAYSVILLE, GO
 ED1668'NORTHEASTERLY ALONG STATE ROUTE 98 FOR 2.5 MILES TO THE NORTH
 ED1668'END OF A BRIDGE OVER GROVE CREEK.  CONTINUE GOING NORTHEASTERLY
 ED1668'ALONG STATE ROUTE 98 FOR 0.4 MILE TO THE JUNCTION OF COUNTY
 ED1668'ROAD 22 CROSSING AND THE STATION ON THE RIGHT.
 ED1668'
 ED1668'THE STATION IS LOCATED 42 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1668'OF STATE ROUTE 98, 180 FEET SOUTH OF THE POINT OF INTERSECTION
 ED1668'OF THE CENTERLINES OF STATE ROUTE 98 AND COUNTY ROAD 22, 104.0
 ED1668'FEET SOUTHEAST OF THE NORTH END OF AN 18 INCH SIDE DRAIN CONCRETE
 ED1668'CULVERT PIPE ON THE WEST SIDE OF THE HIGHWAY, 157.0 FEET
 ED1668'SOUTHEAST OF THE SOUTHEASTERN CORNER OF AN OLD STORE BUILDING IN
 ED1668'THE SOUTHWEST QUADRANT OF THE INTERSECTION, 3.0 FEET
 ED1668'WEST-NORTHWEST OF A WITNESS POST SET AT A FENCELINE, AND 131.0
 ED1668'FEET SOUTH-SOUTHWEST OF A FENCE CORNER IN THE
 ED1668'SOUTHEAST QUADRANT OF THE INTERSECTION.  IT IS A STANDARD BRASS
 ED1668'DISK STAMPED 006-212 1975, SET IN THE TOP OF A 10 INCH
 ED1668'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1668'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-212
 ED1668'1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 ED1668'METER BELOW THE SURFACE OF THE GROUND.
 ED1668'
 ED1668'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 98
 ED1668'AND COUNTY ROAD 22, GO EASTERLY ALONG COUNTY ROAD 22 FOR 0.25
 ED1668'MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 22 FEET
 ED1668'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 22, 65.0 FEET
 ED1668'NORTHEAST OF A POWER POLE GUY POLE, 122.0 FEET WEST-NORTHWEST
 ED1668'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 ED1668'22 AND PAVED COUNTY ROAD 51 TO THE SOUTHEAST, 69.0 FEET
 ED1668'EAST-SOUTHEAST OF A THREE FORKED PINE TREE, AND 2.1 FEET
 ED1668'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1668'STAMPED 006-212 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1668'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1672 ***********************************************************************
 ED1672  DESIGNATION -  BV 006 213
 ED1672  PID         -  ED1672
 ED1672  STATE/COUNTY-  GA/BANKS
 ED1672  USGS QUAD   -  MAYSVILLE (1985)
 ED1672
 ED1672                         *CURRENT SURVEY CONTROL
 ED1672  ___________________________________________________________________
 ED1672* NAD 83(1994)-  34 20 29.56096(N)    083 33 18.01646(W)     ADJUSTED  
 ED1672* NAVD 88     -       291.1    (meters)     955.     (feet)  VERTCON   
 ED1672  ___________________________________________________________________
 ED1672  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ED1672  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 ED1672
 ED1672  HORZ ORDER  -  SECOND
 ED1672
 ED1672.The horizontal coordinates were established by classical geodetic methods
 ED1672.and adjusted by the National Geodetic Survey in September 1997..
 ED1672
 ED1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1672
 ED1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1672
 ED1672.The geoid height was determined by GEOID03.
 ED1672
 ED1672;                    North         East     Units Scale Factor Converg.
 ED1672;SPC GA W     -   481,555.370   756,275.870   MT  0.99993902   +0 20 42.2
 ED1672;SPC GA W     - 1,579,902.91  2,481,215.08   sFT  0.99993902   +0 20 42.2
 ED1672;UTM  17      - 3,802,984.217   264,970.844   MT  1.00028094   -1 26 31.2
 ED1672
 ED1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1672!SPC GA W     -   0.99995900  x   0.99993902  =   0.99989802
 ED1672!UTM  17      -   0.99995900  x   1.00028094  =   1.00023992
 ED1672
 ED1672:                Primary Azimuth Mark                     Grid Az
 ED1672:SPC GA W     -  BV 006 213 AZ MK                         167 25 48.2
 ED1672:UTM  17      -  BV 006 213 AZ MK                         169 13 01.6
 ED1672
 ED1672|---------------------------------------------------------------------|
 ED1672| PID    Reference Object                     Distance      Geod. Az  |
 ED1672|                                                           dddmmss.s |
 ED1672| CZ4289 BV 006 213 AZ MK                                   1674630.4 |
 ED1672|---------------------------------------------------------------------|
 ED1672
 ED1672                          SUPERSEDED SURVEY CONTROL
 ED1672
 ED1672  NAD 83(1986)-  34 20 29.56810(N)    083 33 18.01674(W) AD(       ) 2
 ED1672  NAD 27      -  34 20 29.19692(N)    083 33 18.41327(W) AD(       ) 2
 ED1672  NGVD 29 (07/19/86)  291.1    (m)          955.     (f) VERT ANG       
 ED1672
 ED1672.Superseded values are not recommended for survey control.
 ED1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1672.See file dsdata.txt to determine how the superseded data were derived.
 ED1672
 ED1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6497102984(NAD 83)
 ED1672_MARKER: DD = SURVEY DISK
 ED1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1672
 ED1672  HISTORY     - Date     Condition        Report By
 ED1672  HISTORY     - 1975     MONUMENTED       GADT
 ED1672
 ED1672                          STATION DESCRIPTION
 ED1672
 ED1672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1672'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES WEST OF HOMER,
 ED1672'5 MILES EAST-NORTHEAST OF GILLSVILLE, AND 6 MILES NORTH OF
 ED1672'MAYSVILLE ON THE PROPERTY OF MR. LOUIS B. JORDAN.
 ED1672'
 ED1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1672'(STATE ROUTE 15) AND STATE ROUTE 51 IN HOMER, GO WEST ALONG STATE
 ED1672'ROUTE 51 FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 30 (PAVED
 ED1672'TO THE RIGHT, DIRT TO THE LEFT) CROSSING.  CONTINUE GOING
 ED1672'NORTHWEST ALONG STATE ROUTE 51 FOR 0.4 MILE TO THE JUNCTION OF
 ED1672'COUNTY ROAD 38 FORKING TO THE LEFT.  CONTINUE GOING NORTHWEST
 ED1672'ALONG STATE ROUTE 51 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 ED1672'RIGHT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 51 FOR
 ED1672'0.2 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 204 TO THE RIGHT AND
 ED1672'THE JORDAN RESIDENCE IN THE EAST QUADRANT OF THE INTERSECTION.
 ED1672'TURN RIGHT, GOING NORTHEAST ALONG COUNTY ROAD 204 FOR
 ED1672'APPROXIMATELY 20 FEET TO A METAL GATE ON THE LEFT.  TURN LEFT,
 ED1672'GOING NORTHWEST THROUGH THE GATE FOR APPROXIMATELY 84 FEET (28
 ED1672'STEPS) TO A WIRE GAP.  PASS THROUGH THE GAP, CONTINUING NORTHERLY
 ED1672'ACROSS A PASTURE FOR 0.05 MILE TO ANOTHER GAP.  PASS THROUGH
 ED1672'THE GAP, GOING EASTERLY TO SOUTHEASTERLY ACROSS THE PASTURE
 ED1672'FOR 0.15 MILE TO ITS HIGHEST POINT AND THE STATION.
 ED1672'
 ED1672'THE STATION IS LOCATED 111.0 FEET SOUTH-SOUTHWEST OF A
 ED1672'NORTHWEST-SOUTHEAST FENCELINE, 303.0 FEET SOUTHEAST OF THE
 ED1672'NORTHERNMOST OBLIQUE CORNER OF THE PASTURE FENCE, 109.0 FEET
 ED1672'SOUTHWEST OF A 38 INCH FORKED OAK TREE NEAR THE FENCELINE, AND
 ED1672'2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 ED1672'BRASS DISK STAMPED 006-213 1975, SET IN THE TOP OF A 10 INCH
 ED1672'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1672'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1672'006-213 1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1672'0.66 METER BELOW THE SURFACE OF THE GROUND.
 ED1672'
 ED1672'THE AZIMUTH MARK IS LOCATED 49 FEET NORTH-NORTHEAST OF THE
 ED1672'CENTERLINE OF STATE ROUTE 51, 197.0 FEET WEST-NORTHWEST OF A
 ED1672'POWER POLE, 181.0 FEET WEST-NORTHWEST OF A POWER POLE AT A
 ED1672'FENCELINE, 178.0 FEET NORTH-NORTHWEST OF THE NORTHERNMOST CORNER
 ED1672'OF A HOUSE ON THE SOUTHWEST SIDE OF THE ROAD, AND 2.1 FEET
 ED1672'SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1672'STANDARD DISK STAMPED 006-213 1975 AZMK, SET IN THE TOP OF A 10
 ED1672'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1672'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1667 ***********************************************************************
 ED1667  DESIGNATION -  BV 006 214
 ED1667  PID         -  ED1667
 ED1667  STATE/COUNTY-  GA/BANKS
 ED1667  USGS QUAD   -  MAYSVILLE (1985)
 ED1667
 ED1667                         *CURRENT SURVEY CONTROL
 ED1667  ___________________________________________________________________
 ED1667* NAD 83(1994)-  34 20 54.33224(N)    083 31 09.30265(W)     ADJUSTED  
 ED1667* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 ED1667  ___________________________________________________________________
 ED1667  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 ED1667  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ED1667
 ED1667  HORZ ORDER  -  SECOND
 ED1667
 ED1667.The horizontal coordinates were established by classical geodetic methods
 ED1667.and adjusted by the National Geodetic Survey in September 1997..
 ED1667
 ED1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1667
 ED1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1667
 ED1667.The geoid height was determined by GEOID03.
 ED1667
 ED1667;                    North         East     Units Scale Factor Converg.
 ED1667;SPC GA W     -   482,338.992   759,560.580   MT  0.99994371   +0 21 55.1
 ED1667;SPC GA W     - 1,582,473.84  2,491,991.67   sFT  0.99994371   +0 21 55.1
 ED1667;UTM  17      - 3,803,665.241   268,279.488   MT  1.00026190   -1 25 19.4
 ED1667
 ED1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1667!SPC GA W     -   0.99996357  x   0.99994371  =   0.99990728
 ED1667!UTM  17      -   0.99996357  x   1.00026190  =   1.00022546
 ED1667
 ED1667|---------------------------------------------------------------------|
 ED1667| PID    Reference Object                     Distance      Geod. Az  |
 ED1667|                                                           dddmmss.s |
 ED1667| ED1666 BV 006 214 GADT 1975 PTA             28.508 METERS 00526     |
 ED1667| CZ4290 BV 006 214 AZ MK                                   1521511.4 |
 ED1667|---------------------------------------------------------------------|
 ED1667
 ED1667                          SUPERSEDED SURVEY CONTROL
 ED1667
 ED1667  NAD 83(1986)-  34 20 54.33943(N)    083 31 09.30291(W) AD(       ) 2
 ED1667  NAD 27      -  34 20 53.96748(N)    083 31 09.70261(W) AD(       ) 2
 ED1667  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 ED1667
 ED1667.Superseded values are not recommended for survey control.
 ED1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1667.See file dsdata.txt to determine how the superseded data were derived.
 ED1667
 ED1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6827903665(NAD 83)
 ED1667_MARKER: DD = SURVEY DISK
 ED1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1667
 ED1667  HISTORY     - Date     Condition        Report By
 ED1667  HISTORY     - 1975     MONUMENTED       GADT
 ED1667
 ED1667                          STATION DESCRIPTION
 ED1667
 ED1667'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1667'THE STATION IS LOCATED IN NORTHWEST HOMER ON STATE RIGHT OF WAY.
 ED1667'
 ED1667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1667'(STATE ROUTE 15) AND STATE ROUTE 98 IN HOMER, GO NORTHWESTERLY
 ED1667'ALONG STATE ROUTE 98 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 ED1667'RIGHT.  CONTINUE GOING NORTHWESTERLY ALONG STATE ROUTE 98 FOR 0.2
 ED1667'MILE TO THE STATION ON THE RIGHT.
 ED1667'
 ED1667'THE STATION IS LOCATED 33 FEET NORTHEAST OF THE CENTERLINE OF
 ED1667'STATE ROUTE 98, 82 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF
 ED1667'THE CENTERLINES OF STATE ROUTE 98 AND A DIRT DRIVEWAY TO THE
 ED1667'NORTHEAST, 51.0 FEET SOUTH OF A POWER POLE, 37.0 FEET SOUTH OF
 ED1667'THE EASTERNMOST CORNER OF A FENCE, AND 3.0 FEET SOUTHWEST OF A
 ED1667'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK
 ED1667'STAMPED 006-214 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1667'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1667'UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-214 1975,
 ED1667'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 ED1667'BELOW THE SURFACE OF THE GROUND.
 ED1667'
 ED1667'THE AZIMUTH MARK IS LOCATED 35 FEET NORTHEAST OF THE CENTERLINE
 ED1667'OF STATE ROUTE 98, 72.0 FEET NORTHEAST OF AN UNDERGROUND TELEPHONE
 ED1667'CABLE PEDESTAL ON THE SOUTHWEST SIDE OF THE HIGHWAY, 28.0 FEET
 ED1667'NORTH-NORTHWEST OF A TELEPHONE POLE, 55.0 FEET SOUTH-SOUTHEAST OF
 ED1667'A 4 INCH TWIN PERSIMMON TREE, AND 3.3 FEET SOUTHWEST OF A WITNESS
 ED1667'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 006-214
 ED1667'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1667'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1650 ***********************************************************************
 ED1650  DESIGNATION -  BV 006 215
 ED1650  PID         -  ED1650
 ED1650  STATE/COUNTY-  GA/BANKS
 ED1650  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1650
 ED1650                         *CURRENT SURVEY CONTROL
 ED1650  ___________________________________________________________________
 ED1650* NAD 83(1994)-  34 24 01.70987(N)    083 28 38.34313(W)     ADJUSTED  
 ED1650* NAVD 88     -       323.0    (meters)    1060.     (feet)  VERTCON   
 ED1650  ___________________________________________________________________
 ED1650  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 ED1650  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ED1650
 ED1650  HORZ ORDER  -  SECOND
 ED1650
 ED1650.The horizontal coordinates were established by classical geodetic methods
 ED1650.and adjusted by the National Geodetic Survey in September 1997..
 ED1650
 ED1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1650
 ED1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1650
 ED1650.The geoid height was determined by GEOID03.
 ED1650
 ED1650;                    North         East     Units Scale Factor Converg.
 ED1650;SPC GA W     -   488,137.751   763,379.172   MT  0.99994950   +0 23 22.1
 ED1650;SPC GA W     - 1,601,498.60  2,504,519.83   sFT  0.99994950   +0 23 22.1
 ED1650;UTM  17      - 3,809,343.719   272,278.417   MT  1.00023925   -1 24 00.8
 ED1650
 ED1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1650!SPC GA W     -   0.99995401  x   0.99994950  =   0.99990351
 ED1650!UTM  17      -   0.99995401  x   1.00023925  =   1.00019324
 ED1650
 ED1650:                Primary Azimuth Mark                     Grid Az
 ED1650:SPC GA W     -  BV 006 215 AZ MK                         135 33 37.0
 ED1650:UTM  17      -  BV 006 215 AZ MK                         137 20 59.9
 ED1650
 ED1650|---------------------------------------------------------------------|
 ED1650| PID    Reference Object                     Distance      Geod. Az  |
 ED1650|                                                           dddmmss.s |
 ED1650| ED2801 BV 006 215 AZ MK                                   1355659.1 |
 ED1650|---------------------------------------------------------------------|
 ED1650
 ED1650                          SUPERSEDED SURVEY CONTROL
 ED1650
 ED1650  NAD 83(1986)-  34 24 01.71739(N)    083 28 38.34325(W) AD(       ) 2
 ED1650  NAD 27      -  34 24 01.34870(N)    083 28 38.74683(W) AD(       ) 2
 ED1650  NGVD 29 (07/19/86)  323.0    (m)         1060.     (f) VERT ANG       
 ED1650
 ED1650.Superseded values are not recommended for survey control.
 ED1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1650.See file dsdata.txt to determine how the superseded data were derived.
 ED1650
 ED1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7227809344(NAD 83)
 ED1650_MARKER: DD = SURVEY DISK
 ED1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1650+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1650
 ED1650  HISTORY     - Date     Condition        Report By
 ED1650  HISTORY     - 1975     MONUMENTED       GADT
 ED1650  HISTORY     - 20040315 GOOD             GADT
 ED1650
 ED1650                          STATION DESCRIPTION
 ED1650
 ED1650'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1650'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHEAST OF
 ED1650'HOLLINGSWORTH, 4-3/4 MILES NORTH-NORTHEAST OF HOMER, AND 10-3/4
 ED1650'MILES EAST OF LULA ON THE PROPERTY OF ROUBIN DALTON.
 ED1650'
 ED1650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 (STATE
 ED1650'ROUTE 15) AND STATE ROUTE 98 IN HOMER, GO NORTHEAST ALONG
 ED1650'U.S. HIGHWAY 441 (STATE ROUTE 15) FOR 1.45 MILES TO THE JUNCTION OF
 ED1650'STATE ROUTE 51 TO THE RIGHT.  CONTINUE GOING NORTH ALONG
 ED1650'U.S. HIGHWAY 441 FOR 4.45 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1650'180 STRAIGHT AHEAD AT A 90 DEGREE TURN TO THE LEFT OF U.S.
 ED1650'HIGHWAY 441.  GO NORTHEASTERLY ALONG COUNTY ROAD 180 FOR 0.05
 ED1650'MILE TO THE JUNCTION OF COUNTY ROAD 179 (DIRT TO THE LEFT, PAVED
 ED1650'TO THE RIGHT) CROSSING.  TURN RIGHT, GOING SOUTHEASTERLY
 ED1650'ALONG COUNTY ROAD 179 FOR 0.65 MILE TO THE JUNCTION OF A
 ED1650'FIELD ROAD WITH A METAL GATE TO THE RIGHT (USED TO BE COUNTY ROAD
 ED1650'108, APPARENTLY NOW ABANDONED).  TURN RIGHT, GOING SOUTHWEST
 ED1650'ALONG THE FIELD ROAD PARALLELING A FENCELINE ON THE LEFT FOR
 ED1650'0.05 MILE TO THE STATION ON THE RIGHT.
 ED1650'
 ED1650'THE STATION IS LOCATED 82.0 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1650'OF THE FIELD ROAD, 104.8 FEET WEST OF A WITNESS POST SET AT THE
 ED1650'SOUTHWESTERNMOST PULL POST OF A FENCELINE BRACE, 117.5 FEET
 ED1650'NORTH-NORTHWEST OF A WITNESS POST SET AT THE NORTHEASTERNMOST
 ED1650'PULL POST OF ANOTHER FENCELINE BRACE, 288.0 FEET SOUTH OF A POWER
 ED1650'POLE, 289.4 FEET EAST OF ANOTHER POWER POLE, AND 3.0 FEET
 ED1650'SOUTH-SOUTHEAST OF ANOTHER WITNESS POST.  IT IS A STANDARD
 ED1650'BRASS DISK STAMPED 006-215 1975, SET IN THE TOP OF A 10 INCH
 ED1650'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1650'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1650'STAMPED 006-215 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1650'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 ED1650'
 ED1650'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 179
 ED1650'AND THE FIELD ROAD, GO SOUTHEASTERLY ALONG COUNTY ROAD 179 FOR
 ED1650'0.3 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 107 TO THE
 ED1650'RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 107 FOR 0.1 MILE
 ED1650'TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 15.5 FEET
 ED1650'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 107, 32.0 FEET
 ED1650'EAST-SOUTHEAST OF A FENCELINE ON THE WEST SIDE OF THE ROAD,
 ED1650'32.3 FEET EAST-NORTHEAST OF A 7 INCH PINE ON THE FENCELINE, AND
 ED1650'3.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1650'STAMPED 006-215 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1650'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1650'GROUND.
 ED1650
 ED1650                          STATION RECOVERY (2004)
 ED1650
 ED1650'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1650'REPORT WAS RECEIVED FROM LOCAL SURVEYOR. OWNER OF PROPERTY COULD NOT
 ED1650'BE LOCATED. MARK IS IN THE MIDDLE OF A HEAVY BRIAR PATCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1645 ***********************************************************************
 ED1645  DESIGNATION -  BV 006 216
 ED1645  PID         -  ED1645
 ED1645  STATE/COUNTY-  GA/BANKS
 ED1645  USGS QUAD   -  LAKE RUSSELL (1985)
 ED1645
 ED1645                         *CURRENT SURVEY CONTROL
 ED1645  ___________________________________________________________________
 ED1645* NAD 83(1994)-  34 24 31.04308(N)    083 25 27.30446(W)     ADJUSTED  
 ED1645* NAVD 88     -       304.3    (meters)     998.     (feet)  VERTCON   
 ED1645  ___________________________________________________________________
 ED1645  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 ED1645  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ED1645
 ED1645  HORZ ORDER  -  SECOND
 ED1645
 ED1645.The horizontal coordinates were established by classical geodetic methods
 ED1645.and adjusted by the National Geodetic Survey in September 1997..
 ED1645
 ED1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1645
 ED1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1645
 ED1645.The geoid height was determined by GEOID03.
 ED1645
 ED1645;                    North         East     Units Scale Factor Converg.
 ED1645;SPC GA W     -   489,075.999   768,251.597   MT  0.99995740   +0 25 10.4
 ED1645;SPC GA W     - 1,604,576.84  2,520,505.45   sFT  0.99995740   +0 25 10.4
 ED1645;UTM  17      - 3,810,129.539   277,179.104   MT  1.00021202   -1 22 13.8
 ED1645
 ED1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1645!SPC GA W     -   0.99995695  x   0.99995740  =   0.99991436
 ED1645!UTM  17      -   0.99995695  x   1.00021202  =   1.00016897
 ED1645
 ED1645:                Primary Azimuth Mark                     Grid Az
 ED1645:SPC GA W     -  BV 006 216 AZ MK                         198 46 51.1
 ED1645:UTM  17      -  BV 006 216 AZ MK                         200 34 15.3
 ED1645
 ED1645|---------------------------------------------------------------------|
 ED1645| PID    Reference Object                     Distance      Geod. Az  |
 ED1645|                                                           dddmmss.s |
 ED1645| ED2802 BV 006 216 AZ MK                                   1991201.5 |
 ED1645|---------------------------------------------------------------------|
 ED1645
 ED1645                          SUPERSEDED SURVEY CONTROL
 ED1645
 ED1645  NAD 83(1986)-  34 24 31.05087(N)    083 25 27.30476(W) AD(       ) 2
 ED1645  NAD 27      -  34 24 30.68155(N)    083 25 27.71262(W) AD(       ) 2
 ED1645  NGVD 29 (07/19/86)  304.3    (m)          998.     (f) VERT ANG       
 ED1645
 ED1645.Superseded values are not recommended for survey control.
 ED1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1645.See file dsdata.txt to determine how the superseded data were derived.
 ED1645
 ED1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7717910130(NAD 83)
 ED1645_MARKER: DD = SURVEY DISK
 ED1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1645
 ED1645  HISTORY     - Date     Condition        Report By
 ED1645  HISTORY     - 1975     MONUMENTED       GADT
 ED1645
 ED1645                          STATION DESCRIPTION
 ED1645
 ED1645'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1645'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES EAST-SOUTHEAST
 ED1645'OF HOLLINGSWORTH, 6-1/2 MILES NORTHEAST OF HOMER, AND 11 MILES
 ED1645'WEST OF CARNESVILLE ON THE PROPERTY OF MR. L. T. DALTON.
 ED1645'
 ED1645'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOMER, GO
 ED1645'NORTHEASTERLY ALONG U.S. HIGHWAY 441 (STATE ROUTE 15) AND STATE
 ED1645'ROUTE 51 FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTE 51 TO THE
 ED1645'RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG STATE ROUTE 51
 ED1645'FOR 2.65 MILES TO THE JUNCTION OF STATE ROUTE 184 TO THE
 ED1645'LEFT.  TURN LEFT, GOING NORTH ALONG STATE ROUTE 184 FOR 4.05
 ED1645'MILES TO THE JUNCTION OF STATE ROUTE 198 CROSSING.  TURN RIGHT,
 ED1645'GOING SOUTHEASTERLY ALONG STATE ROUTE 198 FOR 0.6 MILE TO THE
 ED1645'JUNCTION OF COUNTY ROAD 190 (PAVED ROAD TO THE LEFT, DIRT TO
 ED1645'THE RIGHT) CROSSING.  CONTINUE GOING SOUTHEASTERLY ALONG STATE
 ED1645'ROUTE 198 FOR 0.7 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 189
 ED1645'TO THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT,
 ED1645'GOING NORTH ALONG COUNTY ROAD 189 FOR 0.2 MILE TO A GATE TO AN
 ED1645'ABANDONED FRAME HOUSE AND FIELD ON THE RIGHT.  PACK FROM THIS
 ED1645'POINT THROUGH THE GATE AND TURN RIGHT, GOING THROUGH THE FIELD
 ED1645'EAST-NORTHEASTERLY FOR APPROXIMATELY 250 FEET TO A 12 INCH
 ED1645'LONE OAK TREE.  CONTINUE PACKING EAST-NORTHEASTERLY FOR
 ED1645'APPROXIMATELY 250 FEET TO THE STATION.
 ED1645'
 ED1645'THE STATION IS LOCATED 241.8 FEET EAST-NORTHEAST OF THE 12 INCH
 ED1645'OAK TREE, 310.0 FEET WEST-NORTHWEST OF A 6 INCH OAK TREE, 137.0
 ED1645'FEET SOUTHEAST OF A 10 INCH OAK TREE, THE FIRST IN A ROW OF TREES
 ED1645'TO THE NORTHEAST, 147.4 FEET SOUTH-SOUTHWEST OF AN 18 INCH 4 FORKED
 ED1645'OAK TREE IN THE SAME ROW OF TREES, AND 3.0 FEET WEST-SOUTHWEST
 ED1645'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 006-216
 ED1645'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1645'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1645'STATION IS A STANDARD DISK STAMPED 006-216 1975, SET IN AN
 ED1645'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE
 ED1645'SURFACE OF THE GROUND.
 ED1645'
 ED1645'THE AZIMUTH MARK IS LOCATED 16 FEET SOUTH-SOUTHWEST OF THE
 ED1645'CENTERLINE OF STATE ROUTE 198, 163.0 FEET SOUTHEAST OF THE POINT OF
 ED1645'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 198 AND COUNTY
 ED1645'ROAD 189, 40.8 FEET SOUTH-SOUTHWEST OF THE EASTERN END OF AN 18
 ED1645'INCH CORRUGATED METAL DRAIN PIPE UNDER A DRIVEWAY TO THE
 ED1645'NORTHEAST, 132.5 FEET SOUTHWEST OF A 20 INCH TWIN OAK TREE IN
 ED1645'THE FRONT YARD OF A HOUSE ON THE NORTH SIDE OF THE ROAD, 166.0
 ED1645'FEET SOUTH OF THE SOUTHWEST CORNER OF THE WESTERNMOST ONE OF
 ED1645'TWO CHICKEN HOUSES, AND 2.2 FEET NORTH-NORTHEAST OF A
 ED1645'WITNESS POST.  IT IS A STANDARD DISK STAMPED 006-216
 ED1645'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1645'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1634 ***********************************************************************
 ED1634  DESIGNATION -  BV 006 217
 ED1634  PID         -  ED1634
 ED1634  STATE/COUNTY-  GA/BANKS
 ED1634  USGS QUAD   -  HOMER (1985)
 ED1634
 ED1634                         *CURRENT SURVEY CONTROL
 ED1634  ___________________________________________________________________
 ED1634* NAD 83(1994)-  34 20 42.51690(N)    083 24 00.05638(W)     ADJUSTED  
 ED1634* NAVD 88     -       282.     (meters)     925.     (feet)  VERTCON   
 ED1634  ___________________________________________________________________
 ED1634  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 ED1634  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ED1634
 ED1634  HORZ ORDER  -  SECOND
 ED1634
 ED1634.The horizontal coordinates were established by classical geodetic methods
 ED1634.and adjusted by the National Geodetic Survey in September 1997..
 ED1634
 ED1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1634
 ED1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1634
 ED1634.The geoid height was determined by GEOID03.
 ED1634
 ED1634;                    North         East     Units Scale Factor Converg.
 ED1634;SPC GA W     -   482,051.325   770,532.867   MT  0.99996130   +0 25 57.2
 ED1634;SPC GA W     - 1,581,530.06  2,527,989.91   sFT  0.99996130   +0 25 57.2
 ED1634;SPC GA E     -   482,474.178    86,528.355   MT  1.00005866   -0 41 45.2
 ED1634;SPC GA E     - 1,582,917.37    283,885.11   sFT  1.00005866   -0 41 45.2
 ED1634;UTM  17      - 3,803,035.332   279,240.520   MT  1.00020076   -1 21 16.5
 ED1634
 ED1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1634!SPC GA W     -   0.99996045  x   0.99996130  =   0.99992175
 ED1634!SPC GA E     -   0.99996045  x   1.00005866  =   1.00001911
 ED1634!UTM  17      -   0.99996045  x   1.00020076  =   1.00016120
 ED1634
 ED1634:                Primary Azimuth Mark                     Grid Az
 ED1634:SPC GA W     -  BV 006 217 AZ MK                         179 00 01.1
 ED1634:SPC GA E     -  BV 006 217 AZ MK                         180 07 43.5
 ED1634:UTM  17      -  BV 006 217 AZ MK                         180 47 14.8
 ED1634
 ED1634|---------------------------------------------------------------------|
 ED1634| PID    Reference Object                     Distance      Geod. Az  |
 ED1634|                                                           dddmmss.s |
 ED1634| ED2803 BV 006 217 AZ MK                                   1792558.3 |
 ED1634| ED1635 BV 006 217 GADT 1975 PTA             20.789 METERS 33826     |
 ED1634|---------------------------------------------------------------------|
 ED1634
 ED1634                          SUPERSEDED SURVEY CONTROL
 ED1634
 ED1634  NAD 83(1986)-  34 20 42.52464(N)    083 24 00.05633(W) AD(       ) 2
 ED1634  NAD 27      -  34 20 42.14946(N)    083 24 00.47091(W) AD(       ) 2
 ED1634  NGVD 29 (07/19/86)  282.     (m)          925.     (f) VERT ANG       
 ED1634
 ED1634.Superseded values are not recommended for survey control.
 ED1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1634.See file dsdata.txt to determine how the superseded data were derived.
 ED1634
 ED1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7924103035(NAD 83)
 ED1634_MARKER: DD = SURVEY DISK
 ED1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1634+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1634
 ED1634  HISTORY     - Date     Condition        Report By
 ED1634  HISTORY     - 1975     MONUMENTED       GADT
 ED1634  HISTORY     - 20040315 GOOD             GADT
 ED1634
 ED1634                          STATION DESCRIPTION
 ED1634
 ED1634'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1634'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES EAST OF HOMER,
 ED1634'9-1/2 MILES WEST-SOUTHWEST OF CARNESVILLE, AND 9 MILES SOUTHEAST
 ED1634'OF HOLLINGSWORTH ON COUNTY RIGHT OF WAY.
 ED1634'
 ED1634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1634'(STATE ROUTE 15) AND STATE ROUTE 51 IN NORTHEAST HOMER, GO
 ED1634'NORTHEASTERLY ALONG STATE ROUTE 51 FOR 2.75 MILES TO THE JUNCTION
 ED1634'OF STATE ROUTE 184 TO THE LEFT.  CONTINUE GOING EASTERLY ALONG
 ED1634'STATE ROUTE 51 FOR 2.45 MILES TO THE JUNCTION OF PAVED COUNTY
 ED1634'ROAD 92196 CROSSING.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD
 ED1634'92196 FOR 1.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92426
 ED1634'TO THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 92196 FOR
 ED1634'0.15 MILE TO THE STATION ON THE RIGHT ON TOP OF AN 8 FOOT CUT
 ED1634'BANK.
 ED1634'
 ED1634'THE STATION IS LOCATED 50 FEET WEST OF THE CENTERLINE OF COUNTY
 ED1634'ROAD 92196, 107.0 FEET WEST OF A 12 INCH PINE TREE IN A WOVEN
 ED1634'WIRE FENCELINE ON THE EAST SIDE OF THE ROAD, 195.0 FEET SOUTH OF
 ED1634'THE SOUTHERNMOST POST OF A GATE IN A FENCELINE ON THE WEST SIDE OF
 ED1634'THE ROAD, 153.5 FEET SOUTH OF A 22 INCH OAK TREE INSIDE THE
 ED1634'FENCELINE AT THE GATE, AND 3.4 FEET EAST OF A WITNESS POST SET
 ED1634'AT THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 006-217
 ED1634'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1634'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1634'STATION IS A STANDARD DISK STAMPED 006-217 1975, SET IN AN
 ED1634'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW
 ED1634'THE SURFACE OF THE GROUND.
 ED1634'
 ED1634'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED1634'ALONG COUNTY ROAD 92196 FOR 0.25 MILE TO THE MARK ON THE
 ED1634'LEFT.  IT IS LOCATED 44 FEET EAST OF THE CENTERLINE OF COUNTY
 ED1634'ROAD 92196, 72.5 FEET EAST OF THE NORTHERLY END OF AN 18 INCH
 ED1634'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST, 353.5 FEET
 ED1634'SOUTH OF THE SOUTHERNMOST POST OF A METAL GATE IN A FENCELINE,
 ED1634'33.0 FEET NORTHEAST OF THE NORTHERN END OF AN 18 INCH CONCRETE
 ED1634'SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST, AND 5.6 FEET
 ED1634'WEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 ED1634'DISK STAMPED 006-217 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1634'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1634
 ED1634                          STATION RECOVERY (2004)
 ED1634
 ED1634'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1634'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1596 ***********************************************************************
 ED1596  DESIGNATION -  BV 006 218
 ED1596  PID         -  ED1596
 ED1596  STATE/COUNTY-  GA/BANKS
 ED1596  USGS QUAD   -  COMMERCE (1976)
 ED1596
 ED1596                         *CURRENT SURVEY CONTROL
 ED1596  ___________________________________________________________________
 ED1596* NAD 83(1994)-  34 14 55.65502(N)    083 24 35.28628(W)     ADJUSTED  
 ED1596* NAVD 88     -       228.9    (meters)     751.     (feet)  VERTCON   
 ED1596  ___________________________________________________________________
 ED1596  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 ED1596  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 ED1596
 ED1596  HORZ ORDER  -  SECOND
 ED1596
 ED1596.The horizontal coordinates were established by classical geodetic methods
 ED1596.and adjusted by the National Geodetic Survey in September 1997..
 ED1596
 ED1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1596
 ED1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1596
 ED1596.The geoid height was determined by GEOID03.
 ED1596
 ED1596;                    North         East     Units Scale Factor Converg.
 ED1596;SPC GA W     -   471,357.349   769,712.070   MT  0.99995989   +0 25 33.5
 ED1596;SPC GA W     - 1,546,444.90  2,525,297.02   sFT  0.99995989   +0 25 33.5
 ED1596;SPC GA E     -   471,797.353    85,497.268   MT  1.00006156   -0 41 58.9
 ED1596;SPC GA E     - 1,547,888.48    280,502.29   sFT  1.00006156   -0 41 58.9
 ED1596;UTM  17      - 3,792,369.516   278,086.746   MT  1.00020707   -1 21 24.3
 ED1596
 ED1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1596!SPC GA W     -   0.99996876  x   0.99995989  =   0.99992865
 ED1596!SPC GA E     -   0.99996876  x   1.00006156  =   1.00003031
 ED1596!UTM  17      -   0.99996876  x   1.00020707  =   1.00017582
 ED1596
 ED1596:                Primary Azimuth Mark                     Grid Az
 ED1596:SPC GA W     -  BV 006 218 AZ MK                         101 36 23.0
 ED1596:SPC GA E     -  BV 006 218 AZ MK                         102 43 55.4
 ED1596:UTM  17      -  BV 006 218 AZ MK                         103 23 20.8
 ED1596
 ED1596|---------------------------------------------------------------------|
 ED1596| PID    Reference Object                     Distance      Geod. Az  |
 ED1596|                                                           dddmmss.s |
 ED1596| ED2804 BV 006 218 AZ MK                                   1020156.5 |
 ED1596|---------------------------------------------------------------------|
 ED1596
 ED1596                          SUPERSEDED SURVEY CONTROL
 ED1596
 ED1596  NAD 83(1986)-  34 14 55.66202(N)    083 24 35.28570(W) AD(       ) 2
 ED1596  NAD 27      -  34 14 55.27934(N)    083 24 35.70328(W) AD(       ) 2
 ED1596  NGVD 29 (07/19/86)  228.9    (m)          751.     (f) VERT ANG       
 ED1596
 ED1596.Superseded values are not recommended for survey control.
 ED1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1596.See file dsdata.txt to determine how the superseded data were derived.
 ED1596
 ED1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7808792370(NAD 83)
 ED1596_MARKER: DD = SURVEY DISK
 ED1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1596
 ED1596  HISTORY     - Date     Condition        Report By
 ED1596  HISTORY     - 1975     MONUMENTED       GADT
 ED1596
 ED1596                          STATION DESCRIPTION
 ED1596
 ED1596'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1596'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTHEAST OF
 ED1596'COMMERCE, 7-3/4 MILES SOUTHEAST OF HOMER, AND 8-1/2 MILES EAST
 ED1596'OF MAYSVILLE ON THE PROPERTY OF THERMAN PURCELL.
 ED1596'
 ED1596'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 59 AND 164,
 ED1596'LOCATED APPROXIMATELY 5-3/4 MILES SOUTHEAST OF HOMER, GO SOUTHWEST
 ED1596'ALONG STATE ROUTE 59 FOR 1.45 MILES TO THE JUNCTION OF COUNTY
 ED1596'ROAD 90992 TO THE LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG
 ED1596'COUNTY ROAD 90992 FOR 1.6 MILES TO THE JUNCTION OF COUNTY ROAD 59
 ED1596'REVERSE FORKING TO THE RIGHT AND THE AZIMUTH MARK ON THE
 ED1596'LEFT.  TURN RIGHT, GOING WEST ALONG COUNTY ROAD 59 FOR 0.05
 ED1596'MILE TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT.  TURN RIGHT,
 ED1596'GOING NORTH ALONG THE DRIVEWAY FOR 0.05 MILE TO THE STATION
 ED1596'ON THE RIGHT.
 ED1596'
 ED1596'THE STATION IS LOCATED 49 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1596'OF THE DRIVEWAY, 123.0 FEET SOUTH-SOUTHWEST OF A 15 INCH PECAN
 ED1596'TREE, 43.0 FEET NORTHWEST OF A 6 INCH MAPLE TREE, AND 2.5 FEET
 ED1596'WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1596'STAMPED 006-218 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1596'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1596'UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-218 1975,
 ED1596'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER
 ED1596'BELOW THE SURFACE OF THE GROUND.
 ED1596'
 ED1596'THE AZIMUTH MARK IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE
 ED1596'OF COUNTY ROAD 90992, 82 FEET EAST OF THE POINT OF INTERSECTION
 ED1596'OF THE CENTERLINES OF COUNTY ROADS 90992 AND 59, 34.0 FEET
 ED1596'SOUTHEAST OF A 4 INCH PINE TREE, AND 2.5 FEET SOUTHWEST OF A
 ED1596'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED
 ED1596'006-218 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1596'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1639 ***********************************************************************
 ED1639  DESIGNATION -  BV 006 219
 ED1639  PID         -  ED1639
 ED1639  STATE/COUNTY-  GA/BANKS
 ED1639  USGS QUAD   -  HOMER (1985)
 ED1639
 ED1639                         *CURRENT SURVEY CONTROL
 ED1639  ___________________________________________________________________
 ED1639* NAD 83(1994)-  34 18 56.82265(N)    083 27 36.31877(W)     ADJUSTED  
 ED1639* NAVD 88     -       247.     (meters)     810.     (feet)  VERTCON   
 ED1639  ___________________________________________________________________
 ED1639  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ED1639  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 ED1639
 ED1639  HORZ ORDER  -  SECOND
 ED1639
 ED1639.The horizontal coordinates were established by classical geodetic methods
 ED1639.and adjusted by the National Geodetic Survey in September 1997..
 ED1639
 ED1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1639
 ED1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1639
 ED1639.The geoid height was determined by GEOID03.
 ED1639
 ED1639;                    North         East     Units Scale Factor Converg.
 ED1639;SPC GA W     -   478,754.666   765,028.628   MT  0.99995211   +0 23 54.1
 ED1639;SPC GA W     - 1,570,714.27  2,509,931.42   sFT  0.99995211   +0 23 54.1
 ED1639;UTM  17      - 3,799,911.059   273,634.729   MT  1.00023167   -1 23 14.9
 ED1639
 ED1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1639!SPC GA W     -   0.99996593  x   0.99995211  =   0.99991804
 ED1639!UTM  17      -   0.99996593  x   1.00023167  =   1.00019759
 ED1639
 ED1639:                Primary Azimuth Mark                     Grid Az
 ED1639:SPC GA W     -  BV 006 219 AZ MK                         154 02 56.2
 ED1639:UTM  17      -  BV 006 219 AZ MK                         155 50 05.2
 ED1639
 ED1639|---------------------------------------------------------------------|
 ED1639| PID    Reference Object                     Distance      Geod. Az  |
 ED1639|                                                           dddmmss.s |
 ED1639| ED2805 BV 006 219 AZ MK                                   1542650.3 |
 ED1639| ED1640 BV 006 219 GADT 1975 PTA             26.900 METERS 18748     |
 ED1639|---------------------------------------------------------------------|
 ED1639
 ED1639                          SUPERSEDED SURVEY CONTROL
 ED1639
 ED1639  NAD 83(1986)-  34 18 56.82943(N)    083 27 36.31842(W) AD(       ) 2
 ED1639  NAD 27      -  34 18 56.45262(N)    083 27 36.72832(W) AD(       ) 2
 ED1639  NGVD 29 (07/19/86)  247.     (m)          810.     (f) VERT ANG       
 ED1639
 ED1639.Superseded values are not recommended for survey control.
 ED1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1639.See file dsdata.txt to determine how the superseded data were derived.
 ED1639
 ED1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7363599911(NAD 83)
 ED1639_MARKER: DD = SURVEY DISK
 ED1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1639
 ED1639  HISTORY     - Date     Condition        Report By
 ED1639  HISTORY     - 1975     MONUMENTED       GADT
 ED1639  HISTORY     - 20040315 GOOD             GADT
 ED1639
 ED1639                          STATION DESCRIPTION
 ED1639
 ED1639'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1639'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST
 ED1639'OF HOMER, 7-1/4 MILES NORTHEAST OF MAYSVILLE, AND 7-3/4 MILES
 ED1639'NORTH OF COMMERCE ON COUNTY RIGHT OF WAY.
 ED1639'
 ED1639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1639'(STATE ROUTE 15) AND STATE ROUTE 164 APPROXIMATELY 3-1/2 MILES
 ED1639'SOUTH-SOUTHEAST OF HOMER, GO NORTHWEST ALONG U.S. HIGHWAY 441
 ED1639'(STATE ROUTE 15) FOR 0.45 MILE TO THE JUNCTION OF COUNTY ROAD 7
 ED1639'TO THE RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG COUNTY ROAD
 ED1639'7 FOR 0.4 MILE TO THE JUNCTION OF COUNTY ROAD 6 FORKING TO THE
 ED1639'LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 6 FOR
 ED1639'0.25 MILE TO THE JUNCTION OF COUNTY ROAD 9 TO THE RIGHT AND
 ED1639'COUNTY ROAD 6 TURNING SHARP TO THE LEFT.  TURN LEFT, GOING
 ED1639'NORTHERLY ALONG COUNTY ROAD 6 FOR 0.9 MILE TO A BRIDGE OVER
 ED1639'HUDSON RIVER.  CONTINUE GOING NORTHEASTERLY ALONG COUNTY
 ED1639'ROAD 6 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ED1639'CONTINUE GOING NORTHEASTERLY ALONG COUNTY ROAD 6 FOR 0.05
 ED1639'MILE TO THE JUNCTION OF COUNTY ROAD 5 TO THE LEFT.  TURN LEFT,
 ED1639'GOING NORTHWESTERLY ALONG COUNTY ROAD 5 FOR 0.15 MILE TO THE
 ED1639'STATION ON THE LEFT.
 ED1639'
 ED1639'THE STATION IS LOCATED 28 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1639'COUNTY ROAD 5, 45.0 FEET SOUTHWEST OF A 14 INCH PINE TREE, ON THE
 ED1639'NORTHEAST SIDE OF THE ROAD, 21.0 FEET NORTHWEST OF A 7 INCH PINE
 ED1639'TREE, 5.0 FEET NORTH OF THE NORTHWESTERNMOST POST OF A METAL GATE
 ED1639'IN A FENCELINE, AND 4.6 FEET EAST-NORTHEAST OF A WITNESS POST
 ED1639'SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 ED1639'006-219 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1639'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1639'STATION IS A STANDARD DISK STAMPED 006-219 1975, SET IN AN
 ED1639'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW
 ED1639'THE SURFACE OF THE GROUND.
 ED1639'
 ED1639'THE AZIMUTH MARK IS LOCATED 30 FEET NORTHWEST OF THE CENTERLINE
 ED1639'OF COUNTY ROAD 6, 71.5 FEET WEST-NORTHWEST OF A POWER POLE ON THE
 ED1639'SOUTHEAST SIDE OF THE ROAD, 11.5 FEET EAST OF AN 8 INCH PINE
 ED1639'TREE, AND 3.5 FEET SOUTH OF A WITNESS POST SET AT AN EASTWEST
 ED1639'FENCELINE.  IT IS A STANDARD DISK STAMPED 006-219 1975 AZMK, SET
 ED1639'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1639'SURFACE OF THE GROUND.
 ED1639
 ED1639                          STATION RECOVERY (2004)
 ED1639
 ED1639'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1639'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1636 ***********************************************************************
 ED1636  DESIGNATION -  BV 006 220
 ED1636  PID         -  ED1636
 ED1636  STATE/COUNTY-  GA/BANKS
 ED1636  USGS QUAD   -  HOMER (1985)
 ED1636
 ED1636                         *CURRENT SURVEY CONTROL
 ED1636  ___________________________________________________________________
 ED1636* NAD 83(1994)-  34 22 22.09671(N)    083 24 12.47773(W)     ADJUSTED  
 ED1636* NAVD 88     -       265.3    (meters)     870.     (feet)  VERTCON   
 ED1636  ___________________________________________________________________
 ED1636  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 ED1636  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ED1636
 ED1636  HORZ ORDER  -  SECOND
 ED1636
 ED1636.The horizontal coordinates were established by classical geodetic methods
 ED1636.and adjusted by the National Geodetic Survey in September 1997..
 ED1636
 ED1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1636
 ED1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1636
 ED1636.The geoid height was determined by GEOID03.
 ED1636
 ED1636;                    North         East     Units Scale Factor Converg.
 ED1636;SPC GA W     -   485,117.137   770,192.354   MT  0.99996071   +0 25 51.2
 ED1636;SPC GA W     - 1,591,588.47  2,526,872.75   sFT  0.99996071   +0 25 51.2
 ED1636;SPC GA E     -   485,546.405    86,248.279   MT  1.00005945   -0 41 54.0
 ED1636;SPC GA E     - 1,592,996.83    282,966.23   sFT  1.00005945   -0 41 54.0
 ED1636;UTM  17      - 3,806,111.014   278,995.758   MT  1.00020209   -1 21 27.0
 ED1636
 ED1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1636!SPC GA W     -   0.99996308  x   0.99996071  =   0.99992379
 ED1636!SPC GA E     -   0.99996308  x   1.00005945  =   1.00002252
 ED1636!UTM  17      -   0.99996308  x   1.00020209  =   1.00016516
 ED1636
 ED1636:                Primary Azimuth Mark                     Grid Az
 ED1636:SPC GA W     -  CASH                                     063 02 37.9
 ED1636:SPC GA E     -  CASH                                     064 10 23.1
 ED1636:UTM  17      -  CASH                                     064 49 56.1
 ED1636
 ED1636|---------------------------------------------------------------------|
 ED1636| PID    Reference Object                     Distance      Geod. Az  |
 ED1636|                                                           dddmmss.s |
 ED1636| ED1619 CASH                                APPROX. 4.0 KM 0632829.1 |
 ED1636|---------------------------------------------------------------------|
 ED1636
 ED1636                          SUPERSEDED SURVEY CONTROL
 ED1636
 ED1636  NAD 83(1986)-  34 22 22.10439(N)    083 24 12.47770(W) AD(       ) 2
 ED1636  NAD 27      -  34 22 21.73232(N)    083 24 12.89144(W) AD(       ) 2
 ED1636  NGVD 29 (07/19/86)  265.3    (m)          870.     (f) VERT ANG       
 ED1636
 ED1636.Superseded values are not recommended for survey control.
 ED1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1636.See file dsdata.txt to determine how the superseded data were derived.
 ED1636
 ED1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7899606111(NAD 83)
 ED1636_MARKER: DD = SURVEY DISK
 ED1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1636+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1636
 ED1636  HISTORY     - Date     Condition        Report By
 ED1636  HISTORY     - 1975     MONUMENTED       GADT
 ED1636  HISTORY     - 20040315 GOOD             GADT
 ED1636
 ED1636                          STATION DESCRIPTION
 ED1636
 ED1636'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1636'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHEAST OF HOMER,
 ED1636'9-3/4 MILES WEST OF CARNESVILLE, AND 11-1/2 MILES WEST-NORTHWEST
 ED1636'OF SANDY CROSS ON COUNTY RIGHT OF WAY.
 ED1636'
 ED1636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1636'(STATE ROUTE 15) AND STATE ROUTE 51 IN NORTHEAST HOMER, GO
 ED1636'NORTHEASTERLY ALONG STATE ROUTE 51 FOR 2.75 MILES TO THE JUNCTION
 ED1636'OF STATE ROUTE 184 TO THE RIGHT.  CONTINUE GOING EASTERLY ALONG
 ED1636'STATE ROUTE 51 FOR 2.45 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1636'92196 CROSSING.  TURN LEFT, GOING NORTH ALONG COUNTY ROAD 92196
 ED1636'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 ED1636'
 ED1636'THE STATION IS LOCATED 59 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1636'OF COUNTY ROAD 92196, 296 FEET NORTH OF THE POINT OF INTERSECTION
 ED1636'OF THE CENTERLINES OF COUNTY ROAD 92196 AND STATE ROUTE 51,
 ED1636'47.0 FEET SOUTHWEST OF A 5 INCH PINE TREE, AND 3.0 FEET NORTHWEST
 ED1636'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 006-220
 ED1636'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1636'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1636'IS A STANDARD DISK STAMPED 006-220 1975, SET IN AN IRREGULAR
 ED1636'MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE OF
 ED1636'THE GROUND.
 ED1636'
 ED1636'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 92196
 ED1636'AND STATE ROUTE 51, GO SOUTH-SOUTHWEST ALONG COUNTY ROAD 92196 FOR
 ED1636'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 41 FEET
 ED1636'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 92196, 39.0 FEET
 ED1636'SOUTHWEST OF A 6 INCH PINE TREE, AND 1.5 FEET WEST-NORTHWEST OF
 ED1636'A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 ED1636'STAMPED 006-220 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1636'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1636'GROUND.
 ED1636
 ED1636                          STATION RECOVERY (2004)
 ED1636
 ED1636'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1636'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1631 ***********************************************************************
 ED1631  DESIGNATION -  BV 006 221
 ED1631  PID         -  ED1631
 ED1631  STATE/COUNTY-  GA/BANKS
 ED1631  USGS QUAD   -  ASHLAND (1982)
 ED1631
 ED1631                         *CURRENT SURVEY CONTROL
 ED1631  ___________________________________________________________________
 ED1631* NAD 83(1994)-  34 15 26.57564(N)    083 20 20.62211(W)     ADJUSTED  
 ED1631* NAVD 88     -       227.     (meters)     745.     (feet)  VERTCON   
 ED1631  ___________________________________________________________________
 ED1631  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 ED1631  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 ED1631
 ED1631  HORZ ORDER  -  SECOND
 ED1631
 ED1631.The horizontal coordinates were established by classical geodetic methods
 ED1631.and adjusted by the National Geodetic Survey in September 1997..
 ED1631
 ED1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1631
 ED1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1631
 ED1631.The geoid height was determined by GEOID03.
 ED1631
 ED1631;                    North         East     Units Scale Factor Converg.
 ED1631;SPC GA W     -   472,360.756   776,220.092   MT  0.99997159   +0 27 57.2
 ED1631;SPC GA W     - 1,549,736.91  2,546,648.75   sFT  0.99997159   +0 27 57.2
 ED1631;SPC GA E     -   472,672.777    92,024.316   MT  1.00004367   -0 39 36.1
 ED1631;SPC GA E     - 1,550,760.60    301,916.44   sFT  1.00004367   -0 39 36.1
 ED1631;UTM  17      - 3,793,170.135   284,624.299   MT  1.00017182   -1 19 01.9
 ED1631
 ED1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1631!SPC GA W     -   0.99996906  x   0.99997159  =   0.99994065
 ED1631!SPC GA E     -   0.99996906  x   1.00004367  =   1.00001273
 ED1631!UTM  17      -   0.99996906  x   1.00017182  =   1.00014088
 ED1631
 ED1631|---------------------------------------------------------------------|
 ED1631| PID    Reference Object                     Distance      Geod. Az  |
 ED1631|                                                           dddmmss.s |
 ED1631| ED1630 BV 006 221 GADT 1975 PTA             25.188 METERS 07938     |
 ED1631| ED2807 BV 006 221 AZ MK                                   1945419.7 |
 ED1631|---------------------------------------------------------------------|
 ED1631
 ED1631                          SUPERSEDED SURVEY CONTROL
 ED1631
 ED1631  NAD 83(1986)-  34 15 26.58306(N)    083 20 20.62121(W) AD(       ) 2
 ED1631  NAD 27      -  34 15 26.19894(N)    083 20 21.05755(W) AD(       ) 2
 ED1631  NGVD 29 (07/19/86)  227.     (m)          745.     (f) VERT ANG       
 ED1631
 ED1631.Superseded values are not recommended for survey control.
 ED1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1631.See file dsdata.txt to determine how the superseded data were derived.
 ED1631
 ED1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8462493170(NAD 83)
 ED1631_MARKER: DD = SURVEY DISK
 ED1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1631
 ED1631  HISTORY     - Date     Condition        Report By
 ED1631  HISTORY     - 1975     MONUMENTED       GADT
 ED1631
 ED1631                          STATION DESCRIPTION
 ED1631
 ED1631'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1631'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHWEST OF
 ED1631'POCATALIGO, 6-3/4 MILES WEST-SOUTHWEST OF SANDY CROSS, AND 7-1/2
 ED1631'MILES NORTHEAST OF COMMERCE ON STATE RIGHT OF WAY.
 ED1631'
 ED1631'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF STATE
 ED1631'ROUTE 164 AND STATE ROUTE 326 LOCATED APPROXIMATELY 9-1/4 MILES
 ED1631'NORTHEAST OF COMMERCE, GO SOUTH ALONG STATE ROUTE 326 FOR 2.7 MILES
 ED1631'TO THE STATION ON THE RIGHT.
 ED1631'
 ED1631'THE STATION IS LOCATED 37 FEET WEST OF THE CENTERLINE OF STATE
 ED1631'ROUTE 326, 161.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 ED1631'FENCELINE ON THE EAST SIDE OF THE HIGHWAY, 167.0 FEET NORTHWEST OF
 ED1631'AN 18 INCH OAK TREE ON THE EAST SIDE OF THE HIGHWAY, 91.5 FEET
 ED1631'NORTH-NORTHEAST OF A 4 INCH PINE TREE AT A FENCELINE, AND 2.7
 ED1631'FEET EAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1631'STANDARD BRASS DISK STAMPED 006-221 1975, SET IN THE TOP OF A 10
 ED1631'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1631'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 006-221
 ED1631'1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.65 METER
 ED1631'BELOW THE SURFACE OF THE GROUND.
 ED1631'
 ED1631'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED1631'ALONG STATE ROUTE 326 TO THE JUNCTION OF PAVED COUNTY ROAD 277 TO
 ED1631'THE LEFT AND THE MARK ON THE LEFT.  IT IS LOCATED 27 FEET
 ED1631'EAST-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 326, 103.0 FEET
 ED1631'EAST OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY WITH AN
 ED1631'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, 4.0 FEET
 ED1631'NORTHEAST OF A POWER POLE, 89.0 FEET NORTH OF THE CENTERLINE OF
 ED1631'COUNTY ROAD 277, 124.0 FEET NORTHEAST OF THE POINT OF
 ED1631'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 326 AND COUNTY
 ED1631'ROAD 277, AND 2.1 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED1631'STANDARD DISK STAMPED 006-221 1975 AZMK, SET IN THE TOP OF A 10
 ED1631'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1631'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2710 ***********************************************************************
 DF2710  DESIGNATION -  BV 007 200
 DF2710  PID         -  DF2710
 DF2710  STATE/COUNTY-  GA/BARROW
 DF2710  USGS QUAD   -  BOLD SPRINGS (1985)
 DF2710
 DF2710                         *CURRENT SURVEY CONTROL
 DF2710  ___________________________________________________________________
 DF2710* NAD 83(1994)-  33 57 26.05655(N)    083 48 07.70000(W)     ADJUSTED  
 DF2710* NAVD 88     -       303.     (meters)     994.     (feet)  VERTCON   
 DF2710  ___________________________________________________________________
 DF2710  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DF2710  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DF2710
 DF2710  HORZ ORDER  -  FIRST
 DF2710
 DF2710.The horizontal coordinates were established by classical geodetic methods
 DF2710.and adjusted by the National Geodetic Survey in September 1997..
 DF2710
 DF2710.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2710
 DF2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2710
 DF2710.The geoid height was determined by GEOID03.
 DF2710
 DF2710;                    North         East     Units Scale Factor Converg.
 DF2710;SPC GA W     -   438,820.774   733,690.403   MT  0.99991399   +0 12 13.0
 DF2710;SPC GA W     - 1,439,697.82  2,407,115.93   sFT  0.99991399   +0 12 13.0
 DF2710;UTM  17      - 3,760,953.167   241,059.835   MT  1.00042664   -1 33 57.9
 DF2710
 DF2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2710!SPC GA W     -   0.99995705  x   0.99991399  =   0.99987104
 DF2710!UTM  17      -   0.99995705  x   1.00042664  =   1.00038367
 DF2710
 DF2710:                Primary Azimuth Mark                     Grid Az
 DF2710:SPC GA W     -  DILLARD                                  107 53 26.6
 DF2710:UTM  17      -  DILLARD                                  109 39 37.5
 DF2710
 DF2710|---------------------------------------------------------------------|
 DF2710| PID    Reference Object                     Distance      Geod. Az  |
 DF2710|                                                           dddmmss.s |
 DF2710| DF2708 DILLARD                             APPROX. 3.7 KM 1080539.6 |
 DF2710| CY7407 BV 007 200 AZ MK                                   2231332.0 |
 DF2710|---------------------------------------------------------------------|
 DF2710
 DF2710                          SUPERSEDED SURVEY CONTROL
 DF2710
 DF2710  NAD 83(1986)-  33 57 26.06318(N)    083 48 07.69939(W) AD(       ) 1
 DF2710  NAD 27      -  33 57 25.66644(N)    083 48 08.07301(W) AD(       ) 1
 DF2710  NGVD 29 (07/19/86)  303.     (m)          994.     (f) VERT ANG       
 DF2710
 DF2710.Superseded values are not recommended for survey control.
 DF2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2710.See file dsdata.txt to determine how the superseded data were derived.
 DF2710
 DF2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4106060953(NAD 83)
 DF2710_MARKER: DD = SURVEY DISK
 DF2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2710
 DF2710  HISTORY     - Date     Condition        Report By
 DF2710  HISTORY     - 1975     MONUMENTED       GADT
 DF2710
 DF2710                          STATION DESCRIPTION
 DF2710
 DF2710'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2710'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF CARL,
 DF2710'5-1/4 MILES WEST-NORTHWEST OF BETHLEHEM, AND 6 MILES EAST-SOUTHEAST
 DF2710'OF DACULA ON COUNTY RIGHT OF WAY.
 DF2710'
 DF2710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 DF2710'(STATE ROUTE 8) AND STATE ROUTE 324 IN CARL, GO SOUTHEASTERLY
 DF2710'ALONG STATE ROUTE 324 FOR 0.1 MILE TO THE POST OFFICE ON THE
 DF2710'LEFT.  CONTINUE SOUTHEASTERLY ALONG STATE ROUTE 324 FOR 2.6 MILES
 DF2710'TO THE JUNCTION OF PATRICK MILL ROAD (COUNTY ROAD 93)
 DF2710'CROSSING.  TURN RIGHT, GOING SOUTHWESTERLY ALONG PATRICK MILL
 DF2710'ROAD FOR 1.2 MILES TO THE JUNCTION OF SELLS ROAD (COUNTY ROAD
 DF2710'82) CROSSING.  CONTINUE SOUTHWESTERLY ALONG PATRICK MILL ROAD
 DF2710'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF2710'
 DF2710'THE STATION IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF
 DF2710'PATRICK MILL ROAD, 87.0 FEET WEST OF A 15 INCH FORKED PINE TREE IN
 DF2710'A FENCELINE ON THE SOUTHEAST SIDE OF THE ROAD, 61.0 FEET NORTH
 DF2710'OF A 12 INCH PINE TREE IN THE SAME FENCELINE, AND 3.0 FEET
 DF2710'SOUTHEAST OF A WITNESS POST SET IN A FENCELINE.  IT IS A STANDARD
 DF2710'BRASS DISK STAMPED 007-200, SET IN THE TOP OF A 10 INCH
 DF2710'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2710'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2710'007-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2710'0.72 METER BELOW THE SURFACE OF THE GROUND.
 DF2710'
 DF2710'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DF2710'ALONG PATRICK MILL ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.  IT
 DF2710'IS LOCATED 27 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.0
 DF2710'FEET NORTHWEST OF A WITNESS POST SET AT A FENCELINE, 285.0 FEET
 DF2710'WEST-SOUTHWEST OF AN 8 INCH PINE TREE AT THE SAME FENCELINE, AND
 DF2710'73.5 FEET SOUTH OF A CYCLONE FENCE PULL POST ON THE NORTHWEST
 DF2710'SIDE OF THE ROAD.  IT IS A STANDARD DISK STAMPED 007-200 AZMK,
 DF2710'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2710'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2716 ***********************************************************************
 DF2716  DESIGNATION -  BV 007 201
 DF2716  PID         -  DF2716
 DF2716  STATE/COUNTY-  GA/BARROW
 DF2716  USGS QUAD   -  BOLD SPRINGS (1985)
 DF2716
 DF2716                         *CURRENT SURVEY CONTROL
 DF2716  ___________________________________________________________________
 DF2716* NAD 83(1994)-  33 55 14.23521(N)    083 46 30.76416(W)     ADJUSTED  
 DF2716* NAVD 88     -       278.     (meters)     912.     (feet)  VERTCON   
 DF2716  ___________________________________________________________________
 DF2716  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DF2716  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DF2716
 DF2716  HORZ ORDER  -  SECOND
 DF2716
 DF2716.The horizontal coordinates were established by classical geodetic methods
 DF2716.and adjusted by the National Geodetic Survey in September 1997..
 DF2716
 DF2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2716
 DF2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2716
 DF2716.The geoid height was determined by GEOID03.
 DF2716
 DF2716;                    North         East     Units Scale Factor Converg.
 DF2716;SPC GA W     -   434,768.706   736,194.523   MT  0.99991614   +0 13 06.4
 DF2716;SPC GA W     - 1,426,403.66  2,415,331.53   sFT  0.99991614   +0 13 06.4
 DF2716;UTM  17      - 3,756,823.654   243,438.884   MT  1.00041152   -1 32 58.3
 DF2716
 DF2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2716!SPC GA W     -   0.99996096  x   0.99991614  =   0.99987710
 DF2716!UTM  17      -   0.99996096  x   1.00041152  =   1.00037246
 DF2716
 DF2716|---------------------------------------------------------------------|
 DF2716| PID    Reference Object                     Distance      Geod. Az  |
 DF2716|                                                           dddmmss.s |
 DF2716| DF2717 BV 007 201 GADT 1975 PTA             10.851 METERS 22426     |
 DF2716| CY7408 BV 007 201 AZ MK                                   2280203.9 |
 DF2716|---------------------------------------------------------------------|
 DF2716
 DF2716                          SUPERSEDED SURVEY CONTROL
 DF2716
 DF2716  NAD 83(1986)-  33 55 14.24171(N)    083 46 30.76367(W) AD(       ) 2
 DF2716  NAD 27      -  33 55 13.84820(N)    083 46 31.13479(W) AD(       ) 2
 DF2716  NGVD 29 (07/19/86)  278.     (m)          912.     (f) VERT ANG       
 DF2716
 DF2716.Superseded values are not recommended for survey control.
 DF2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2716.See file dsdata.txt to determine how the superseded data were derived.
 DF2716
 DF2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4343956824(NAD 83)
 DF2716_MARKER: DD = SURVEY DISK
 DF2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2716
 DF2716  HISTORY     - Date     Condition        Report By
 DF2716  HISTORY     - 1975     MONUMENTED       GADT
 DF2716
 DF2716                          STATION DESCRIPTION
 DF2716
 DF2716'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2716'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF BOLD
 DF2716'SPRINGS (LOCATED 5-1/2 MILES WEST-SOUTHWEST OF BETHLEHEM), 3-3/4
 DF2716'MILES WEST-SOUTHWEST OF BETHLEHEM, AND 9 MILES NORTHEAST OF
 DF2716'LOGANVILLE ON STATE RIGHT OF WAY.
 DF2716'
 DF2716'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81 AND
 DF2716'STATE ROUTE 324, LOCATED APPROXIMATELY 2-1/2 MILES WEST OF
 DF2716'BETHLEHEM, GO SOUTHWESTERLY ALONG STATE ROUTE 81 FOR 1.55 MILES TO
 DF2716'THE JUNCTION OF TANNERS BRIDGE ROAD (COUNTY ROAD 82)
 DF2716'CROSSING.  CONTINUE SOUTHWESTERLY ALONG STATE ROUTE 81 FOR 0.3
 DF2716'MILE TO THE STATION ON THE LEFT.
 DF2716'
 DF2716'THE STATION IS LOCATED 47 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2716'HIGHWAY, 35.0 FEET WEST-SOUTHWEST OF AN 8 INCH PINE TREE, 13.0
 DF2716'FEET NORTH OF THE NORTH CORNER OF A FENCELINE, AND 3.0 FEET
 DF2716'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DF2716'007-201, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2716'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2716'IS A STANDARD DISK STAMPED 007-201, SET IN AN IRREGULAR MASS OF
 DF2716'CONCRETE APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE
 DF2716'GROUND.
 DF2716'
 DF2716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ALONG
 DF2716'STATE ROUTE 81 FOR 0.45 MILE TO A BRIDGE OVER THE APALACHEE RIVER
 DF2716'AND THE BARROW-WALTON COUNTY LINE.  CONTINUE SOUTHWESTERLY ALONG
 DF2716'STATE ROUTE 81 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 DF2716'RIGHT.  THE MARK IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE
 DF2716'OF STATE ROUTE 81, 20.0 FEET SOUTHWEST OF A 14 INCH PINE TREE,
 DF2716'AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 DF2716'DISK STAMPED 007-201 AZMK, SET IN THE TOP OF A 10 INCH
 DF2716'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2716'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2609 ***********************************************************************
 DF2609  DESIGNATION -  BV 007 202
 DF2609  PID         -  DF2609
 DF2609  STATE/COUNTY-  GA/BARROW
 DF2609  USGS QUAD   -  WINDER SOUTH (1985)
 DF2609
 DF2609                         *CURRENT SURVEY CONTROL
 DF2609  ___________________________________________________________________
 DF2609* NAD 83(1994)-  33 55 48.19937(N)    083 42 10.75246(W)     ADJUSTED  
 DF2609* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 DF2609  ___________________________________________________________________
 DF2609  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DF2609  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DF2609
 DF2609  HORZ ORDER  -  SECOND
 DF2609
 DF2609.The horizontal coordinates were established by classical geodetic methods
 DF2609.and adjusted by the National Geodetic Survey in September 1997..
 DF2609
 DF2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2609
 DF2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2609
 DF2609.The geoid height was determined by GEOID03.
 DF2609
 DF2609;                    North         East     Units Scale Factor Converg.
 DF2609;SPC GA W     -   435,842.908   742,867.934   MT  0.99992265   +0 15 31.8
 DF2609;SPC GA W     - 1,429,927.94  2,437,225.88   sFT  0.99992265   +0 15 31.8
 DF2609;UTM  17      - 3,757,691.842   250,145.422   MT  1.00036964   -1 30 34.3
 DF2609
 DF2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2609!SPC GA W     -   0.99996346  x   0.99992265  =   0.99988612
 DF2609!UTM  17      -   0.99996346  x   1.00036964  =   1.00033309
 DF2609
 DF2609:                Primary Azimuth Mark                     Grid Az
 DF2609:SPC GA W     -  BV 007 202 AZ MK                         202 49 54.3
 DF2609:UTM  17      -  BV 007 202 AZ MK                         204 36 00.4
 DF2609
 DF2609|---------------------------------------------------------------------|
 DF2609| PID    Reference Object                     Distance      Geod. Az  |
 DF2609|                                                           dddmmss.s |
 DF2609| CY7409 BV 007 202 AZ MK                                   2030526.1 |
 DF2609| DF2610 BV 007 202 GADT 1975 PTA             15.683 METERS 24637     |
 DF2609|---------------------------------------------------------------------|
 DF2609
 DF2609                          SUPERSEDED SURVEY CONTROL
 DF2609
 DF2609  NAD 83(1986)-  33 55 48.20585(N)    083 42 10.75192(W) AD(       ) 2
 DF2609  NAD 27      -  33 55 47.80684(N)    083 42 11.13908(W) AD(       ) 2
 DF2609  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 DF2609
 DF2609.Superseded values are not recommended for survey control.
 DF2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2609.See file dsdata.txt to determine how the superseded data were derived.
 DF2609
 DF2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5014557692(NAD 83)
 DF2609_MARKER: DD = SURVEY DISK
 DF2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2609
 DF2609  HISTORY     - Date     Condition        Report By
 DF2609  HISTORY     - 1975     MONUMENTED       GADT
 DF2609
 DF2609                          STATION DESCRIPTION
 DF2609
 DF2609'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2609'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE EAST OF BETHLEHEM,
 DF2609'6-1/2 MILES WEST-SOUTHWEST OF STATHAM, AND 4-1/2 MILES
 DF2609'SOUTH-SOUTHEAST OF WINDER ON STATE RIGHT OF WAY.
 DF2609'
 DF2609'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 AND
 DF2609'STATE ROUTE 324 IN BETHLEHEM, GO EAST ALONG STATE ROUTE 324 FOR
 DF2609'0.35 MILE TO THE JUNCTION OF HARRISON MILL-ARGONNE ROAD (COUNTY
 DF2609'RAOD 144) CROSSING.  CONTINUE EAST ALONG STATE ROUTE 324 FOR
 DF2609'0.3 MILE TO THE STATION ON THE RIGHT.
 DF2609'
 DF2609'THE STATION IS LOCATED 24 FEET SOUTH OF THE CENTERLINE OF STATE
 DF2609'ROUTE 324, 63.5 FEET WEST-SOUTHWEST OF THE WEST END OF A CULVERT
 DF2609'PIPE UNDER A FIELD ROAD LEADING SOUTH FROM THE HIGHWAY, 60.5 FEET
 DF2609'SOUTH OF THE EAST END OF A CULVERT PIPE UNDER A DRIVEWAY TO A
 DF2609'TRAILER HOME ON THE NORTH SIDE OF THE HIGHWAY, 165.0 FEET WEST OF
 DF2609'AN 18 INCH CHERRY TREE, AND 2.5 FEET NORTH OF A WITNESS POST.
 DF2609'IT IS A STANDARD BRASS DISK STAMPED 007-202, SET IN THE TOP OF A
 DF2609'10 INCH CYLINDRICAL CONCRETE POST APPROXIMATELY 0.30 METER
 DF2609'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2609'STANDARD DISK STAMPED 007-202, SET IN AN IRREGULAR MASS OF
 DF2609'CONCRETE APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2609'
 DF2609'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 324
 DF2609'AND HARRISON MILL-ARGONNE ROAD, GO SOUTHEASTERLY ALONG HARRISON
 DF2609'MILL-ARGONNE ROAD FOR 0.4 MILE TO THE JUNCTION OF MC ELHANNON
 DF2609'ROAD (COUNTY ROAD 127) CROSSING.  TURN RIGHT, GOING SOUTHWEST
 DF2609'ALONG MC ELHANNON ROAD FOR 0.05 MILE TO THE BETHLEHEM METHODIST
 DF2609'CHURCH AND THE MARK ON THE RIGHT.  IT IS LOCATED 28 FEET
 DF2609'WEST-NORTHWEST OF THE CENTERLINE OF MC ELHANNON ROAD, 106.0
 DF2609'FEET EAST OF THE NORTHEAST CORNER OF THE FRONT PORCH OF THE
 DF2609'CHURCH, 3.2 FEET NORTHWEST OF A POWER POLE, 96 FEET NORTHEAST
 DF2609'OF A 24 INCH OAK TREE, AND 1.8 FEET EAST OF A WITNESS POST.
 DF2609'IT IS A STANDARD DISK STAMPED 007-202 AZMK, SET IN THE TOP
 DF2609'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2609'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2607 ***********************************************************************
 DF2607  DESIGNATION -  BV 007 203
 DF2607  PID         -  DF2607
 DF2607  STATE/COUNTY-  GA/BARROW
 DF2607  USGS QUAD   -  WINDER SOUTH (1985)
 DF2607
 DF2607                         *CURRENT SURVEY CONTROL
 DF2607  ___________________________________________________________________
 DF2607* NAD 83(1994)-  33 58 14.15100(N)    083 41 08.74410(W)     ADJUSTED  
 DF2607* NAVD 88     -       285.9    (meters)     938.     (feet)  VERTCON   
 DF2607  ___________________________________________________________________
 DF2607  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DF2607  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DF2607
 DF2607  HORZ ORDER  -  FIRST
 DF2607
 DF2607.The horizontal coordinates were established by classical geodetic methods
 DF2607.and adjusted by the National Geodetic Survey in September 1997..
 DF2607
 DF2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2607
 DF2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2607
 DF2607.The geoid height was determined by GEOID03.
 DF2607
 DF2607;                    North         East     Units Scale Factor Converg.
 DF2607;SPC GA W     -   440,346.838   744,439.306   MT  0.99992434   +0 16 07.4
 DF2607;SPC GA W     - 1,444,704.58  2,442,381.29   sFT  0.99992434   +0 16 07.4
 DF2607;UTM  17      - 3,762,147.073   251,855.857   MT  1.00035913   -1 30 05.3
 DF2607
 DF2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2607!SPC GA W     -   0.99995972  x   0.99992434  =   0.99988407
 DF2607!UTM  17      -   0.99995972  x   1.00035913  =   1.00031884
 DF2607
 DF2607:                Primary Azimuth Mark                     Grid Az
 DF2607:SPC GA W     -  BV 007 203 AZ MK                         131 40 54.1
 DF2607:UTM  17      -  BV 007 203 AZ MK                         133 27 06.8
 DF2607
 DF2607|---------------------------------------------------------------------|
 DF2607| PID    Reference Object                     Distance      Geod. Az  |
 DF2607|                                                           dddmmss.s |
 DF2607| CY7410 BV 007 203 AZ MK                                   1315701.5 |
 DF2607|---------------------------------------------------------------------|
 DF2607
 DF2607                          SUPERSEDED SURVEY CONTROL
 DF2607
 DF2607  NAD 83(1986)-  33 58 14.15766(N)    083 41 08.74340(W) AD(       ) 1
 DF2607  NAD 27      -  33 58 13.75518(N)    083 41 09.14660(W) AD(       ) 1
 DF2607  NGVD 29 (07/19/86)  285.9    (m)          938.     (f) VERT ANG       
 DF2607
 DF2607.Superseded values are not recommended for survey control.
 DF2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2607.See file dsdata.txt to determine how the superseded data were derived.
 DF2607
 DF2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5185662147(NAD 83)
 DF2607_MARKER: DD = SURVEY DISK
 DF2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2607
 DF2607  HISTORY     - Date     Condition        Report By
 DF2607  HISTORY     - 1975     MONUMENTED       GADT
 DF2607
 DF2607                          STATION DESCRIPTION
 DF2607
 DF2607'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2607'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST
 DF2607'OF WINDER, 3-1/4 MILES NORTH-NORTHEAST OF BETHLEHEM, AND 5 MILES
 DF2607'WEST OF STATHAM ON COUNTY RIGHT OF WAY.
 DF2607'
 DF2607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 DF2607'(STATE ROUTE 8) AND STATE ROUTE 53, LOCATED APPROXIMATELY 2-1/4
 DF2607'MILES EAST-SOUTHEAST OF WINDER, GO SOUTHEASTERLY ALONG STATE
 DF2607'ROUTE 53 FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD 168 TO THE
 DF2607'LEFT AND THE STATION ON THE LEFT.
 DF2607'
 DF2607'THE STATION IS LOCATED 43 FEET WEST-NORTHWEST OF THE CENTERLINE
 DF2607'OF COUNTY ROAD 168, 85.0 FEET NORTH-NORTHEAST OF AN UNDERGROUND
 DF2607'TELEPHONE CABLE PEDESTAL AND POLE, AND 3.5 FEET EAST-SOUTHEAST OF
 DF2607'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 007-203, SET
 DF2607'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2607'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2607'DISK STAMPED 007-203, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2607'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 DF2607'GROUND.
 DF2607'
 DF2607'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 168,
 DF2607'GO SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 0.45 MILE TO THE MARK
 DF2607'ON THE LEFT.  IT IS LOCATED 35 FEET NORTHEAST OF THE CENTERLINE OF
 DF2607'STATE ROUTE 53, 44 FEET NORTH OF THE POINT OF INTERSECTION OF
 DF2607'THE CENTERLINES OF THE HIGHWAY AND A DIRT FIELD ROAD TO THE
 DF2607'NORTHEAST, AND 4.0 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS
 DF2607'A STANDARD DISK STAMPED 007-203 AZMK, SET IN THE TOP OF A 10
 DF2607'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2607'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2601 ***********************************************************************
 DF2601  DESIGNATION -  BV 007 204
 DF2601  PID         -  DF2601
 DF2601  STATE/COUNTY-  GA/BARROW
 DF2601  USGS QUAD   -  WINDER SOUTH (1985)
 DF2601
 DF2601                         *CURRENT SURVEY CONTROL
 DF2601  ___________________________________________________________________
 DF2601* NAD 83(1994)-  33 58 39.46905(N)    083 39 16.49668(W)     ADJUSTED  
 DF2601* NAVD 88     -       277.8    (meters)     911.     (feet)  VERTCON   
 DF2601  ___________________________________________________________________
 DF2601  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DF2601  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF2601
 DF2601  HORZ ORDER  -  SECOND
 DF2601
 DF2601.The horizontal coordinates were established by classical geodetic methods
 DF2601.and adjusted by the National Geodetic Survey in September 1997..
 DF2601
 DF2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2601
 DF2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2601
 DF2601.The geoid height was determined by GEOID03.
 DF2601
 DF2601;                    North         East     Units Scale Factor Converg.
 DF2601;SPC GA W     -   441,140.814   747,316.698   MT  0.99992759   +0 17 10.3
 DF2601;SPC GA W     - 1,447,309.49  2,451,821.53   sFT  0.99992759   +0 17 10.3
 DF2601;UTM  17      - 3,762,852.076   254,757.635   MT  1.00034148   -1 29 03.5
 DF2601
 DF2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2601!SPC GA W     -   0.99996099  x   0.99992759  =   0.99988859
 DF2601!UTM  17      -   0.99996099  x   1.00034148  =   1.00030246
 DF2601
 DF2601:                Primary Azimuth Mark                     Grid Az
 DF2601:SPC GA W     -  BV 007 204 AZ MK                         094 46 14.4
 DF2601:UTM  17      -  BV 007 204 AZ MK                         096 32 28.2
 DF2601
 DF2601|---------------------------------------------------------------------|
 DF2601| PID    Reference Object                     Distance      Geod. Az  |
 DF2601|                                                           dddmmss.s |
 DF2601| CY7411 BV 007 204 AZ MK                                   0950324.7 |
 DF2601|---------------------------------------------------------------------|
 DF2601
 DF2601                          SUPERSEDED SURVEY CONTROL
 DF2601
 DF2601  NAD 83(1986)-  33 58 39.47578(N)    083 39 16.49608(W) AD(       ) 2
 DF2601  NAD 27      -  33 58 39.07297(N)    083 39 16.89983(W) AD(       ) 2
 DF2601  NGVD 29 (07/19/86)  277.8    (m)          911.     (f) VERT ANG       
 DF2601
 DF2601.Superseded values are not recommended for survey control.
 DF2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2601.See file dsdata.txt to determine how the superseded data were derived.
 DF2601
 DF2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5475862852(NAD 83)
 DF2601_MARKER: DD = SURVEY DISK
 DF2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2601
 DF2601  HISTORY     - Date     Condition        Report By
 DF2601  HISTORY     - 1975     MONUMENTED       GADT
 DF2601
 DF2601                          STATION DESCRIPTION
 DF2601
 DF2601'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2601'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF RUSSELL,
 DF2601'4 MILES EAST-SOUTHEAST OF WINDER, AND 4-1/2 MILES NORTHEAST OF
 DF2601'BETHLEHEM ON STATE RIGHT OF WAY.
 DF2601'
 DF2601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 DF2601'(STATE ROUTE 8) AND STATE ROUTE 53, LOCATED APPROXIMATELY 1 MILE
 DF2601'EAST OF RUSSELL, GO EAST ALONG U.S. HIGHWAY 29 (STATE ROUTE 8)
 DF2601'FOR 2.0 MILES TO THE STATION ON THE LEFT.
 DF2601'
 DF2601'THE STATION IS LOCATED 42 FEET NORTH OF THE CENTERLINE OF
 DF2601'U.S. HIGHWAY 29, 7.0 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND
 DF2601'3.5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISC
 DF2601'STAMPED 007-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2601'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2601'STATION IS A STANDARD DISK STAMPED 007-204, SET IN AN IRREGULAR
 DF2601'MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF
 DF2601'THE GROUND.
 DF2601'
 DF2601'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG
 DF2601'U.S. HIGHWAY 29 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 139 TO
 DF2601'THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 29
 DF2601'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 29, 44 FEET SOUTHEAST
 DF2601'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY
 DF2601'AND COUNTY ROAD 139, AND 3.0 FEET NORTH OF A WITNESS POST.  IT
 DF2601'IS A STANDARD DISK STAMPED 007-204 AZMK, SET IN THE TOP OF A 10
 DF2601'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2601'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2564 ***********************************************************************
 DF2564  DESIGNATION -  BV 007 205
 DF2564  PID         -  DF2564
 DF2564  STATE/COUNTY-  GA/BARROW
 DF2564  USGS QUAD   -  STATHAM (1985)
 DF2564
 DF2564                         *CURRENT SURVEY CONTROL
 DF2564  ___________________________________________________________________
 DF2564* NAD 83(1994)-  33 58 27.08802(N)    083 36 47.47254(W)     ADJUSTED  
 DF2564* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 DF2564  ___________________________________________________________________
 DF2564  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DF2564  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DF2564
 DF2564  HORZ ORDER  -  SECOND
 DF2564
 DF2564.The horizontal coordinates were established by classical geodetic methods
 DF2564.and adjusted by the National Geodetic Survey in September 1997..
 DF2564
 DF2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2564
 DF2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2564
 DF2564.The geoid height was determined by GEOID03.
 DF2564
 DF2564;                    North         East     Units Scale Factor Converg.
 DF2564;SPC GA W     -   440,779.244   751,143.763   MT  0.99993223   +0 18 33.5
 DF2564;SPC GA W     - 1,446,123.24  2,464,377.50   sFT  0.99993223   +0 18 33.5
 DF2564;UTM  17      - 3,762,372.251   258,573.229   MT  1.00031858   -1 27 39.6
 DF2564
 DF2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2564!SPC GA W     -   0.99996064  x   0.99993223  =   0.99989288
 DF2564!UTM  17      -   0.99996064  x   1.00031858  =   1.00027921
 DF2564
 DF2564:                Primary Azimuth Mark                     Grid Az
 DF2564:SPC GA W     -  BV 007 205 AZ MK                         126 14 37.3
 DF2564:UTM  17      -  BV 007 205 AZ MK                         128 00 50.4
 DF2564
 DF2564|---------------------------------------------------------------------|
 DF2564| PID    Reference Object                     Distance      Geod. Az  |
 DF2564|                                                           dddmmss.s |
 DF2564| CY7412 BV 007 205 AZ MK                                   1263310.8 |
 DF2564| DF2563 BV 007 205 GADT 1975 PTA             12.168 METERS 16847     |
 DF2564|---------------------------------------------------------------------|
 DF2564
 DF2564                          SUPERSEDED SURVEY CONTROL
 DF2564
 DF2564  NAD 83(1986)-  33 58 27.09472(N)    083 36 47.47194(W) AD(       ) 2
 DF2564  NAD 27      -  33 58 26.69085(N)    083 36 47.88162(W) AD(       ) 2
 DF2564  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 DF2564
 DF2564.Superseded values are not recommended for survey control.
 DF2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2564.See file dsdata.txt to determine how the superseded data were derived.
 DF2564
 DF2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5857362372(NAD 83)
 DF2564_MARKER: DD = SURVEY DISK
 DF2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2564
 DF2564  HISTORY     - Date     Condition        Report By
 DF2564  HISTORY     - 1975     MONUMENTED       GADT
 DF2564
 DF2564                          STATION DESCRIPTION
 DF2564
 DF2564'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2564'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTHWEST OF
 DF2564'STATHAM, 6-1/2 MILES NORTHEAST OF BETHLEHEM, AND 6-1/4 MILES EAST
 DF2564'OF WINDER ON COUNTY RIGHT OF WAY.
 DF2564'
 DF2564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 DF2564'ROUTE 8) AND STATE ROUTE 324, IN STATHAM, GO NORTHWESTERLY ALONG
 DF2564'U.S. HIGHWAY 29 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 DF2564'RIGHT.  CONTINUE ALONG U.S. HIGHWAY 29 FOR 0.1 MILE TO THE
 DF2564'JUNCTION OF PLEASANT HILL CHURCH ROAD (COUNTY ROAD 91309) FORKING
 DF2564'TO THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG PLEASANT
 DF2564'HILL CHURCH ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DF2564'
 DF2564'THE STATION IS LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF
 DF2564'PLEASANT HILL CHURCH ROAD, 2.0 FEET SOUTHWEST OF A WITNESS POST,
 DF2564'2.5 FEET SOUTHWEST OF A FENCELINE, AND 96.0 FEET EAST OF AN
 DF2564'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTHWEST SIDE OF THE
 DF2564'ROAD.  IT IS A STANDARD BRASS DISK STAMPED 007-205, SET IN THE
 DF2564'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2564'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2564'007-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2564'0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2564'
 DF2564'THE AZIMUTH MARK IS LOCATED 42.5 FEET NORTH-NORTHEAST OF THE
 DF2564'CENTERLINE OF U.S. HIGHWAY 29, 29.0 FEET EAST-SOUTHEAST OF A
 DF2564'TELEPHONE POLE, 3.0 FEET SOUTHWEST OF A WITNESS POST, AND 30.0
 DF2564'FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF A RAILWAY TRACK.  IT IS
 DF2564'A STANDARD DISK STAMPED 007-205, SET IN THE TOP OF A 10 INCH
 DF2564'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2559 ***********************************************************************
 DF2559  DESIGNATION -  BV 007 206
 DF2559  PID         -  DF2559
 DF2559  STATE/COUNTY-  GA/BARROW
 DF2559  USGS QUAD   -  STATHAM (1985)
 DF2559
 DF2559                         *CURRENT SURVEY CONTROL
 DF2559  ___________________________________________________________________
 DF2559* NAD 83(1994)-  33 57 17.61723(N)    083 34 40.44207(W)     ADJUSTED  
 DF2559* NAVD 88     -       277.     (meters)     909.     (feet)  VERTCON   
 DF2559  ___________________________________________________________________
 DF2559  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DF2559  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF2559
 DF2559  HORZ ORDER  -  SECOND
 DF2559
 DF2559.The horizontal coordinates were established by classical geodetic methods
 DF2559.and adjusted by the National Geodetic Survey in September 1997..
 DF2559
 DF2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2559
 DF2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2559
 DF2559.The geoid height was determined by GEOID03.
 DF2559
 DF2559;                    North         East     Units Scale Factor Converg.
 DF2559;SPC GA W     -   438,657.073   754,416.684   MT  0.99993649   +0 19 43.9
 DF2559;SPC GA W     - 1,439,160.75  2,475,115.40   sFT  0.99993649   +0 19 43.9
 DF2559;UTM  17      - 3,760,149.176   261,780.246   MT  1.00029962   -1 26 25.9
 DF2559
 DF2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2559!SPC GA W     -   0.99996110  x   0.99993649  =   0.99989760
 DF2559!UTM  17      -   0.99996110  x   1.00029962  =   1.00026071
 DF2559
 DF2559|---------------------------------------------------------------------|
 DF2559| PID    Reference Object                     Distance      Geod. Az  |
 DF2559|                                                           dddmmss.s |
 DF2559| DF2558 BV 007 206 GADT 1975 PTA             12.418 METERS 00947     |
 DF2559| CY7413 BV 007 206 AZ MK                                   2930011.3 |
 DF2559|---------------------------------------------------------------------|
 DF2559
 DF2559                          SUPERSEDED SURVEY CONTROL
 DF2559
 DF2559  NAD 83(1986)-  33 57 17.62411(N)    083 34 40.44136(W) AD(       ) 2
 DF2559  NAD 27      -  33 57 17.21625(N)    083 34 40.85650(W) AD(       ) 2
 DF2559  NGVD 29 (07/19/86)  277.     (m)          909.     (f) VERT ANG       
 DF2559
 DF2559.Superseded values are not recommended for survey control.
 DF2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2559.See file dsdata.txt to determine how the superseded data were derived.
 DF2559
 DF2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6178060149(NAD 83)
 DF2559_MARKER: DD = SURVEY DISK
 DF2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2559
 DF2559  HISTORY     - Date     Condition        Report By
 DF2559  HISTORY     - 1975     MONUMENTED       GADT
 DF2559
 DF2559                          STATION DESCRIPTION
 DF2559
 DF2559'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2559'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES EAST-SOUTHEAST
 DF2559'OF STATHAM, 2-3/4 MILES WEST OF BOGART, AND 5 MILES NORTHEAST
 DF2559'OF GRATIS ON SEABOARD COAST LINE RAILWAY RIGHT OF WAY.
 DF2559'
 DF2559'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 211
 DF2559'(JEFFERSON STREET) AND U.S. HIGHWAY 29 IN STATHAM, GO SOUTHEASTERLY
 DF2559'ALONG U.S. HIGHWAY 29 FOR 0.6 MILE TO THE JUNCTION OF EIGHTH
 DF2559'STREET.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY 29 FOR 0.2
 DF2559'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEASTERLY
 DF2559'ALONG U.S. HIGHWAY 29 FOR 0.45 MILE TO THE JUNCTION OF COUNTY
 DF2559'ROAD 211 TO THE LEFT AND THE STATION ON THE LEFT.
 DF2559'
 DF2559'THE STATION IS LOCATED 106.0 FEET NORTHWEST OF THE POINT OF
 DF2559'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 211 AND THE
 DF2559'SEABOARD COAST LINE RAILWAY TRACK, 88 FEET NORTH-NORTHEAST OF
 DF2559'THE CENTERLINE OF U.S. HIGHWAY 29, 17 FEET SOUTH-SOUTHWEST OF THE
 DF2559'CENTERLINE OF COUNTY ROAD 216, 91.0 FEET NORTH-NORTHWEST OF A
 DF2559'MANHOLE AT THE NORTHWEST QUADRANT OF THE JUNCTION OF THE HIGHWAY
 DF2559'AND THE COUNTY ROAD, 24.4 FEET NORTH-NORTHEAST OF THE NORTH
 DF2559'RAIL OF THE RAILWAY TRACK, 5.0 FEET SOUTHWEST OF A TELEPHONE
 DF2559'POLE, AND 4.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS
 DF2559'A STANDARD BRASS DISK STAMPED 007-206, SET IN THE TOP OF A 10
 DF2559'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2559'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2559'007-206, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2559'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 DF2559'
 DF2559'THE AZIMUTH MARK IS LOCATED 32 FEET SOUTHWEST OF THE CENTERLINE
 DF2559'OF U.S. HIGHWAY 29, 128.0 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF
 DF2559'AN 18 INCH CULVERT PIPE UNDER THE HIGHWAY, 218.0 FEET
 DF2559'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 247, 3.0 FEET
 DF2559'NORTH OF A WITNESS POST, AND 2.6 FEET WEST OF A POWER POLE.  IT
 DF2559'IS A STANDARD DISK STAMPED 007-206 AZMK, SET IN THE TOP OF A 10
 DF2559'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2559'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1717 ***********************************************************************
 ED1717  DESIGNATION -  BV 007 207
 ED1717  PID         -  ED1717
 ED1717  STATE/COUNTY-  GA/BARROW
 ED1717  USGS QUAD   -  WINDER NORTH (1964)
 ED1717
 ED1717                         *CURRENT SURVEY CONTROL
 ED1717  ___________________________________________________________________
 ED1717* NAD 83(1994)-  34 00 57.80432(N)    083 38 37.50989(W)     ADJUSTED  
 ED1717* NAVD 88     -       264.2    (meters)     867.     (feet)  VERTCON   
 ED1717  ___________________________________________________________________
 ED1717  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 ED1717  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 ED1717
 ED1717  HORZ ORDER  -  FIRST
 ED1717
 ED1717.The horizontal coordinates were established by classical geodetic methods
 ED1717.and adjusted by the National Geodetic Survey in September 1997..
 ED1717
 ED1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1717
 ED1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1717
 ED1717.The geoid height was determined by GEOID03.
 ED1717
 ED1717;                    North         East     Units Scale Factor Converg.
 ED1717;SPC GA W     -   445,407.859   748,295.622   MT  0.99992874   +0 17 33.1
 ED1717;SPC GA W     - 1,461,308.95  2,455,033.22   sFT  0.99992874   +0 17 33.1
 ED1717;UTM  17      - 3,767,088.558   255,868.446   MT  1.00033477   -1 28 47.0
 ED1717
 ED1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1717!SPC GA W     -   0.99996314  x   0.99992874  =   0.99989189
 ED1717!UTM  17      -   0.99996314  x   1.00033477  =   1.00029790
 ED1717
 ED1717:                Primary Azimuth Mark                     Grid Az
 ED1717:SPC GA W     -  BV 007 207 AZ MK                         071 29 58.9
 ED1717:UTM  17      -  BV 007 207 AZ MK                         073 16 19.0
 ED1717
 ED1717|---------------------------------------------------------------------|
 ED1717| PID    Reference Object                     Distance      Geod. Az  |
 ED1717|                                                           dddmmss.s |
 ED1717| CZ4291 BV 007 207 AZ MK                                   0714732.0 |
 ED1717|---------------------------------------------------------------------|
 ED1717
 ED1717                          SUPERSEDED SURVEY CONTROL
 ED1717
 ED1717  NAD 83(1986)-  34 00 57.81113(N)    083 38 37.50942(W) AD(       ) 1
 ED1717  NAD 27      -  34 00 57.41008(N)    083 38 37.91136(W) AD(       ) 1
 ED1717  NGVD 29 (07/19/86)  264.2    (m)          867.     (f) VERT ANG       
 ED1717
 ED1717.Superseded values are not recommended for survey control.
 ED1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1717.See file dsdata.txt to determine how the superseded data were derived.
 ED1717
 ED1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5586867089(NAD 83)
 ED1717_MARKER: DD = SURVEY DISK
 ED1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1717
 ED1717  HISTORY     - Date     Condition        Report By
 ED1717  HISTORY     - 1975     MONUMENTED       GADT
 ED1717
 ED1717                          STATION DESCRIPTION
 ED1717
 ED1717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1717'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTHWEST OF
 ED1717'STATHAM, 8 MILES WEST-NORTHWEST OF BOGART, AND 4-3/4 MILES
 ED1717'EAST-NORTHEAST OF WINDER ON THE PROPERTY OF THE NEW PENTECOST
 ED1717'UNITED METHODIST CHURCH.
 ED1717'
 ED1717'TO REACH THE STATION FROM THE COURTHOUSE IN WINDER, GO
 ED1717'NORTHEASTERLY ALONG STATE ROUTES 53 AND 11 FOR 0.6 MILE TO THE
 ED1717'JUNCTION OF STATE ROUTE 82 FORKING TO THE RIGHT.  CONTINUE
 ED1717'NORTH ALONG STATE ROUTES 11 AND 53 FOR 0.9 MILE TO THE JUNCTION OF
 ED1717'STATE ROUTE 53 FORKING TO THE LEFT.  CONTINUE NORTHEASTERLY ALONG
 ED1717'STATE ROUTE 11 FOR 2.1 MILES TO THE JUNCTION OF STATE ROUTE 211
 ED1717'TO THE RIGHT AND ROCKWELL CHURCH ROAD (COUNTY ROAD 4) TO THE
 ED1717'LEFT.  TURN RIGHT, GOING EAST ALONG STATE ROUTE 211 FOR 0.85
 ED1717'MILE TO THE JUNCTION OF DUNAHOO ROAD (COUNTY ROAD 238)
 ED1717'CROSSING.  CONTINUE EAST ALONG STATE ROUTE 211 FOR 1.25
 ED1717'MILES TO THE JUNCTION OF PLEASANT HILL CHURCH ROAD (COUNTY ROAD
 ED1717'91309) CROSSING AND THE NEW PENTECOST METHODIST CHURCH AND THE
 ED1717'STATION ON THE LEFT.
 ED1717'
 ED1717'THE STATION IS LOCATED 44 FEET EAST OF THE CENTERLINE OF PLEASANT
 ED1717'HILL CHURCH ROAD, 68 FEET NORTH OF STATE ROUTE 211, 88 FEET
 ED1717'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 ED1717'HIGHWAY AND THE COUNTY ROAD, 200 FEET WEST-SOUTHWEST OF THE
 ED1717'SOUTHWEST CORNER OF THE WALL, HENRY C. - NANNIE P. HEADSTONE IN
 ED1717'THE CHURCH CEMETERY, 229.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 ED1717'CORNER OF THE NEW PENTECOST METHODIST CHURCH BUILDING, AND 6.5
 ED1717'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1717'STAMPED 007-207, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1717'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1717'UNDERGROUND STATION IS A STANDARD DISK STAMPED 007-207, SET IN AN
 ED1717'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE
 ED1717'SURFACE OF THE GROUND.
 ED1717'
 ED1717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG STATE
 ED1717'ROUTE 211 FOR 0.5 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED
 ED1717'29 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 211, 21
 ED1717'FEET WEST-SOUTHWEST OF THE CENTERLINE OF A FIELD ROAD TO THE
 ED1717'SOUTHWEST, 2.5 FEET NORTH-NORTHWEST OF A WITNESS POST SET AT A
 ED1717'FENCELINE, 8.5 FEET WEST OF THE CORNER OF A FENCE, 83.5 FEET
 ED1717'SOUTHEAST OF THE SOUTHWEST CORNER OF THE L.F. AND W.D. WALL
 ED1717'RESIDENCE ON THE NORTH SIDE OF THE HIGHWAY.  IT IS A STANDARD
 ED1717'DISK STAMPED 007-207 AZMK, SET IN THE TOP OF A 10 INCH
 ED1717'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1708 ***********************************************************************
 ED1708  DESIGNATION -  BV 007 208
 ED1708  PID         -  ED1708
 ED1708  STATE/COUNTY-  GA/BARROW
 ED1708  USGS QUAD   -  JEFFERSON (1964)
 ED1708
 ED1708                         *CURRENT SURVEY CONTROL
 ED1708  ___________________________________________________________________
 ED1708* NAD 83(1994)-  34 00 19.62828(N)    083 33 30.97906(W)     ADJUSTED  
 ED1708* NAVD 88     -       254.7    (meters)     836.     (feet)  VERTCON   
 ED1708  ___________________________________________________________________
 ED1708  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 ED1708  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 ED1708
 ED1708  HORZ ORDER  -  SECOND
 ED1708
 ED1708.The horizontal coordinates were established by classical geodetic methods
 ED1708.and adjusted by the National Geodetic Survey in September 1997..
 ED1708
 ED1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1708
 ED1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1708
 ED1708.The geoid height was determined by GEOID03.
 ED1708
 ED1708;                    North         East     Units Scale Factor Converg.
 ED1708;SPC GA W     -   444,275.100   756,166.811   MT  0.99993888   +0 20 24.3
 ED1708;SPC GA W     - 1,457,592.56  2,480,857.28   sFT  0.99993888   +0 20 24.3
 ED1708;UTM  17      - 3,765,712.430   263,703.804   MT  1.00028836   -1 25 53.8
 ED1708
 ED1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1708!SPC GA W     -   0.99996462  x   0.99993888  =   0.99990350
 ED1708!UTM  17      -   0.99996462  x   1.00028836  =   1.00025297
 ED1708
 ED1708:                Primary Azimuth Mark                     Grid Az
 ED1708:SPC GA W     -  BV 007 208 AZ MK                         126 35 23.2
 ED1708:UTM  17      -  BV 007 208 AZ MK                         128 21 41.3
 ED1708
 ED1708|---------------------------------------------------------------------|
 ED1708| PID    Reference Object                     Distance      Geod. Az  |
 ED1708|                                                           dddmmss.s |
 ED1708| CZ4292 BV 007 208 AZ MK                                   1265547.5 |
 ED1708| DF2562 DOOLEY                              APPROX. 4.0 KM 2430619.7 |
 ED1708|---------------------------------------------------------------------|
 ED1708
 ED1708                          SUPERSEDED SURVEY CONTROL
 ED1708
 ED1708  NAD 83(1986)-  34 00 19.63511(N)    083 33 30.97844(W) AD(       ) 2
 ED1708  NAD 27      -  34 00 19.23108(N)    083 33 31.39284(W) AD(       ) 2
 ED1708  NGVD 29 (07/19/86)  254.7    (m)          836.     (f) VERT ANG       
 ED1708
 ED1708.Superseded values are not recommended for survey control.
 ED1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1708.See file dsdata.txt to determine how the superseded data were derived.
 ED1708
 ED1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6370465712(NAD 83)
 ED1708_MARKER: DD = SURVEY DISK
 ED1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1708
 ED1708  HISTORY     - Date     Condition        Report By
 ED1708  HISTORY     - 1975     MONUMENTED       GADT
 ED1708
 ED1708                          STATION DESCRIPTION
 ED1708
 ED1708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1708'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 ED1708'STATHAM, 4-1/4 MILES NORTH-NORTHWEST OF BOGART, AND 9-1/4 MILES
 ED1708'EAST OF WINDER ON COUNTY RIGHT OF WAY.
 ED1708'
 ED1708'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 211 AND
 ED1708'STATE ROUTE 82.  LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF
 ED1708'STATHAM, GO EAST ALONG STATE ROUTE 82 FOR 0.7 MILE TO THE
 ED1708'JUNCTION OF STATE ROUTE 330 STRAIGHT AHEAD AND STATE ROUTE 82
 ED1708'TURNING TO THE LEFT.  CONTINUE EAST, NOW ALONG STATE ROUTE 330
 ED1708'FOR 1.3 MILES TO THE JUNCTION OF JONES ROAD (COUNTY ROAD 134)
 ED1708'REVERSE FORKING TO THE LEFT.  TURN LEFT, GOING NORTHWESTERLY
 ED1708'ALONG JONES ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 ED1708'LEFT.  CONTINUE NORTHWESTERLY ALONG JONES ROAD FOR 0.1 MILE
 ED1708'TO THE STATION ON THE LEFT.
 ED1708'
 ED1708'THE STATION IS LOCATED 35 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1708'JONES ROAD, 6.0 FEET NORTHEAST OF A WITNESS POST, 7.0 FEET
 ED1708'NORTHEAST OF A FENCELINE, 18.0 FEET EAST-NORTHEAST OF A 14 INCH
 ED1708'OAK TREE, AND 132.0 FEET SOUTHEAST OF A POWER POLE.  IT IS A
 ED1708'STANDARD BRASS DISK STAMPED 007-208, SET IN THE TOP OF A 10 INCH
 ED1708'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1708'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1708'007-208, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1708'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 ED1708'
 ED1708'THE AZIMUTH MARK IS LOCATED 31 FEET SOUTH-SOUTHWEST OF THE
 ED1708'CENTERLINE OF JONES ROAD AND 6.0 FEET NORTH OF A WITNESS POST SET
 ED1708'AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 007-208 AZMK, SET
 ED1708'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1708'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2617 ***********************************************************************
 DF2617  DESIGNATION -  BV 007 209
 DF2617  PID         -  DF2617
 DF2617  STATE/COUNTY-  GA/BARROW
 DF2617  USGS QUAD   -  WINDER SOUTH (1985)
 DF2617
 DF2617                         *CURRENT SURVEY CONTROL
 DF2617  ___________________________________________________________________
 DF2617* NAD 83(1994)-  33 59 25.54671(N)    083 44 14.14945(W)     ADJUSTED  
 DF2617* NAVD 88     -       302.     (meters)     991.     (feet)  VERTCON   
 DF2617  ___________________________________________________________________
 DF2617  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DF2617  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DF2617
 DF2617  HORZ ORDER  -  SECOND
 DF2617
 DF2617.The horizontal coordinates were established by classical geodetic methods
 DF2617.and adjusted by the National Geodetic Survey in September 1997..
 DF2617
 DF2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2617
 DF2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2617
 DF2617.The geoid height was determined by GEOID03.
 DF2617
 DF2617;                    North         East     Units Scale Factor Converg.
 DF2617;SPC GA W     -   442,525.338   739,670.919   MT  0.99991939   +0 14 24.2
 DF2617;SPC GA W     - 1,451,851.88  2,426,737.01   sFT  0.99991939   +0 14 24.2
 DF2617;UTM  17      - 3,764,472.922   247,154.938   MT  1.00038817   -1 31 51.9
 DF2617
 DF2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2617!SPC GA W     -   0.99995721  x   0.99991939  =   0.99987660
 DF2617!UTM  17      -   0.99995721  x   1.00038817  =   1.00034536
 DF2617
 DF2617|---------------------------------------------------------------------|
 DF2617| PID    Reference Object                     Distance      Geod. Az  |
 DF2617|                                                           dddmmss.s |
 DF2617| DF2616 WINDER BARROW HEIGHTS TANK            8.631 METERS 13221     |
 DF2617| CY7414 BV 007 209 AZ MK                                   1895859.1 |
 DF2617| DF2614 BV 007 209 GADT 1975 PTA             17.201 METERS 25136     |
 DF2617| DF2709 WINDER W MUN TANK                   APPROX. 2.9 KM 2752754.2 |
 DF2617| DF2707 WINDER GA POWER MICROWAVE           APPROX. 1.8 KM 2914527.1 |
 DF2617|---------------------------------------------------------------------|
 DF2617
 DF2617                          SUPERSEDED SURVEY CONTROL
 DF2617
 DF2617  NAD 83(1986)-  33 59 25.55332(N)    083 44 14.14892(W) AD(       ) 2
 DF2617  NAD 27      -  33 59 25.15840(N)    083 44 14.53049(W) AD(       ) 2
 DF2617  NGVD 29 (07/19/86)  302.     (m)          991.     (f) VERT ANG       
 DF2617
 DF2617.Superseded values are not recommended for survey control.
 DF2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2617.See file dsdata.txt to determine how the superseded data were derived.
 DF2617
 DF2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4715564473(NAD 83)
 DF2617_MARKER: DD = SURVEY DISK
 DF2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2617
 DF2617  HISTORY     - Date     Condition        Report By
 DF2617  HISTORY     - 1975     MONUMENTED       GADT
 DF2617
 DF2617                          STATION DESCRIPTION
 DF2617
 DF2617'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2617'THE STATION IS LOCATED APPROXIMATELY 1 MILE WEST OF WINDER, 4-1/4
 DF2617'MILES NORTH-NORTHWEST OF BETHLEHEM, AND 4-1/4 MILES EAST-SOUTHEAST
 DF2617'OF CARL ON COUNTY RIGHT OF WAY.
 DF2617'
 DF2617'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 (STATE
 DF2617'ROUTE 53), STATE ROUTE 81, AND U.S. HIGHWAY 29 (STATE ROUTE 8) IN
 DF2617'WINDER, GO WESTERLY ALONG U.S. HIGHWAY 29 FOR 0.8 MILE TO THE
 DF2617'JUNCTION OF COUNTY ROAD 103 TO THE LEFT.  TURN LEFT, GOING SOUTH
 DF2617'ALONG COUNTY ROAD 103 FOR 0.3 MILE TO A WATER TANK AND THE
 DF2617'STATION ON THE LEFT.
 DF2617'
 DF2617'THE STATION IS LOCATED 29 FEET EAST OF THE CENTERLINE OF COUNTY
 DF2617'ROAD 103, 59.0 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF A
 DF2617'DRIVEWAY TO BARROW MANUFACTURING COMPANY, 20.0 FEET WEST OF THE
 DF2617'CENTRAL PIPE OF THE WATER TANK, AND 2.5 FEET WEST OF A WITNESS
 DF2617'POST.  IT IS A STANDARD BRASS DISK STAMPED 007-209, SET IN THE
 DF2617'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2617'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2617'DISK STAMPED 007-209, SET IN AN IRREGULAR MASS OF
 DF2617'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 DF2617'
 DF2617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG COUNTY
 DF2617'ROAD 103 FOR 0.25 MILE TO ITS TERMINATION AT COUNTY ROAD 96
 DF2617'CROSSING AND THE MARK.  IT IS LOCATED 37 FEET SOUTH OF THE
 DF2617'CENTERLINE OF COUNTY ROAD 96, 97 FEET WEST-SOUTHWEST OF THE POINT
 DF2617'OF INTERSECTION OF THE CENTERLINES OF THE COUNTY ROADS, AND 2.5
 DF2617'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2617'007-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2617'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2711 ***********************************************************************
 DF2711  DESIGNATION -  BV 007 210
 DF2711  PID         -  DF2711
 DF2711  STATE/COUNTY-  GA/BARROW
 DF2711  USGS QUAD   -  BOLD SPRINGS (1985)
 DF2711
 DF2711                         *CURRENT SURVEY CONTROL
 DF2711  ___________________________________________________________________
 DF2711* NAD 83(1994)-  33 59 36.72322(N)    083 48 30.19857(W)     ADJUSTED  
 DF2711* NAVD 88     -       321.     (meters)    1053.     (feet)  VERTCON   
 DF2711  ___________________________________________________________________
 DF2711  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DF2711  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DF2711
 DF2711  HORZ ORDER  -  SECOND
 DF2711
 DF2711.The horizontal coordinates were established by classical geodetic methods
 DF2711.and adjusted by the National Geodetic Survey in September 1997..
 DF2711
 DF2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2711
 DF2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2711
 DF2711.The geoid height was determined by GEOID03.
 DF2711
 DF2711;                    North         East     Units Scale Factor Converg.
 DF2711;SPC GA W     -   442,844.422   733,098.732   MT  0.99991350   +0 12 01.1
 DF2711;SPC GA W     - 1,452,898.74  2,405,174.76   sFT  0.99991350   +0 12 01.1
 DF2711;UTM  17      - 3,764,995.252   240,592.523   MT  1.00042962   -1 34 15.8
 DF2711
 DF2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2711!SPC GA W     -   0.99995423  x   0.99991350  =   0.99986773
 DF2711!UTM  17      -   0.99995423  x   1.00042962  =   1.00038383
 DF2711
 DF2711:                Primary Azimuth Mark                     Grid Az
 DF2711:SPC GA W     -  DILLARD                                  141 37 43.3
 DF2711:UTM  17      -  DILLARD                                  143 24 00.2
 DF2711
 DF2711|---------------------------------------------------------------------|
 DF2711| PID    Reference Object                     Distance      Geod. Az  |
 DF2711|                                                           dddmmss.s |
 DF2711| DF2708 DILLARD                             APPROX. 6.6 KM 1414944.4 |
 DF2711| DF2712 BV 007 210 GADT 1975 PTA             23.236 METERS 18044     |
 DF2711| CY7415 BV 007 210 AZ MK                                   2311927.2 |
 DF2711|---------------------------------------------------------------------|
 DF2711
 DF2711                          SUPERSEDED SURVEY CONTROL
 DF2711
 DF2711  NAD 83(1986)-  33 59 36.72979(N)    083 48 30.19792(W) AD(       ) 2
 DF2711  NAD 27      -  33 59 36.33749(N)    083 48 30.57228(W) AD(       ) 2
 DF2711  NGVD 29 (07/19/86)  321.     (m)         1053.     (f) VERT ANG       
 DF2711
 DF2711.Superseded values are not recommended for survey control.
 DF2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2711.See file dsdata.txt to determine how the superseded data were derived.
 DF2711
 DF2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4059364995(NAD 83)
 DF2711_MARKER: DD = SURVEY DISK
 DF2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2711
 DF2711  HISTORY     - Date     Condition        Report By
 DF2711  HISTORY     - 1975     MONUMENTED       GADT
 DF2711
 DF2711                          STATION DESCRIPTION
 DF2711
 DF2711'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2711'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTH-SOUTHEAST OF
 DF2711'CARL, 1-3/4 MILES SOUTHEAST OF AUBURN, AND 5-1/4 MILES EAST OF
 DF2711'DACULA ON THE PROPERTY OF MR. R.O. LOVIN.
 DF2711'
 DF2711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 DF2711'ROUTE 8) AND STATE ROUTE 324 IN CARL, GO SOUTHEASTERLY ALONG
 DF2711'STATE ROUTE 324 FOR 0.7 MILE TO THE JUNCTION OF KENNEDY ROAD
 DF2711'(COUNTY ROAD 80) TO THE RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY
 DF2711'ALONG KENNEDY ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF2711'
 DF2711'THE STATION IS LOCATED 48.0 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2711'KENNEDY ROAD, 33.0 FEET SOUTHEAST OF A WITNESS POST SET AT A
 DF2711'FENCELINE, AND 6.0 FEET SOUTH-SOUTHWEST OF A POWER POLE.  IT IS
 DF2711'A STANDARD DISK STAMPED 007-210, SET IN THE TOP OF A 10 INCH
 DF2711'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2711'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2711'007-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2711'0.69 METER BELOW THE SURFACE OF THE GROUND.
 DF2711'
 DF2711'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DF2711'ALONG KENNEDY ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS
 DF2711'LOCATED 32.0 FEET SOUTHEAST OF THE CENTERLINE OF KENNEDY ROAD,
 DF2711'113.0 FEET SOUTH-SOUTHWEST OF A 30 INCH MAPLE TREE ON THE
 DF2711'NORTHWEST SIDE OF THE ROAD, 3.0 FEET NORTHWEST OF A FENCELINE,
 DF2711'AND 2.5 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2711'STAMPED 007-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2711'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1752 ***********************************************************************
 ED1752  DESIGNATION -  BV 007 211
 ED1752  PID         -  ED1752
 ED1752  STATE/COUNTY-  GA/BARROW
 ED1752  USGS QUAD   -  AUBURN (1993)
 ED1752
 ED1752                         *CURRENT SURVEY CONTROL
 ED1752  ___________________________________________________________________
 ED1752* NAD 83(1994)-  34 02 08.36871(N)    083 49 55.67508(W)     ADJUSTED  
 ED1752* NAVD 88     -       303.     (meters)     994.     (feet)  VERTCON   
 ED1752  ___________________________________________________________________
 ED1752  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ED1752  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 ED1752
 ED1752  HORZ ORDER  -  SECOND
 ED1752
 ED1752.The horizontal coordinates were established by classical geodetic methods
 ED1752.and adjusted by the National Geodetic Survey in September 1997..
 ED1752
 ED1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1752
 ED1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1752
 ED1752.The geoid height was determined by GEOID03.
 ED1752
 ED1752;                    North         East     Units Scale Factor Converg.
 ED1752;SPC GA W     -   447,509.047   730,889.974   MT  0.99991176   +0 11 14.1
 ED1752;SPC GA W     - 1,468,202.60  2,397,928.19   sFT  0.99991176   +0 11 14.1
 ED1752;UTM  17      - 3,769,728.437   238,528.009   MT  1.00044287   -1 35 09.8
 ED1752
 ED1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1752!SPC GA W     -   0.99995707  x   0.99991176  =   0.99986883
 ED1752!UTM  17      -   0.99995707  x   1.00044287  =   1.00039992
 ED1752
 ED1752:                Primary Azimuth Mark                     Grid Az
 ED1752:SPC GA W     -  BV 007 211 AZ MK                         068 49 35.4
 ED1752:UTM  17      -  BV 007 211 AZ MK                         070 35 59.3
 ED1752
 ED1752|---------------------------------------------------------------------|
 ED1752| PID    Reference Object                     Distance      Geod. Az  |
 ED1752|                                                           dddmmss.s |
 ED1752| CZ4293 BV 007 211 AZ MK                                   0690049.5 |
 ED1752| ED1751 BV 007 211 GADT 1975 PTA             16.952 METERS 11743     |
 ED1752| ED1753 MERRETT 2                           APPROX. 4.2 KM 3415553.3 |
 ED1752|---------------------------------------------------------------------|
 ED1752
 ED1752                          SUPERSEDED SURVEY CONTROL
 ED1752
 ED1752  NAD 83(1986)-  34 02 08.37526(N)    083 49 55.67458(W) AD(       ) 2
 ED1752  NAD 27      -  34 02 07.98760(N)    083 49 56.05252(W) AD(       ) 2
 ED1752  NGVD 29 (07/19/86)  303.     (m)          994.     (f) VERT ANG       
 ED1752
 ED1752.Superseded values are not recommended for survey control.
 ED1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1752.See file dsdata.txt to determine how the superseded data were derived.
 ED1752
 ED1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3852869728(NAD 83)
 ED1752_MARKER: DD = SURVEY DISK
 ED1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1752
 ED1752  HISTORY     - Date     Condition        Report By
 ED1752  HISTORY     - 1975     MONUMENTED       GADT
 ED1752
 ED1752                          STATION DESCRIPTION
 ED1752
 ED1752'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1752'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH OF AUBURN,
 ED1752'2-1/2 MILES NORTH-NORTHWEST OF CARL, AND 5 MILES NORTHEAST OF
 ED1752'DACULA ON THE PROPERTY OF MR. S.C. COLLINS.
 ED1752'
 ED1752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 ED1752'ROUTE 8) AND MORIAH ROAD (COUNTY ROAD 90997) IN AUBURN, GO NORTH
 ED1752'ALONG MORIAH ROAD FOR 1.65 MILES TO THE JUNCTION OF UNION GROVE
 ED1752'ROAD TO THE LEFT AND HARMONY GROVE CHURCH ROAD TO THE RIGHT.  TURN
 ED1752'RIGHT, GOING EAST ALONG HARMONY GROVE CHURCH ROAD FOR 0.5 MILE
 ED1752'TO A GATE TO A BARN LOT ON THE LEFT AND THE STATION ON THE LEFT.
 ED1752'
 ED1752'THE STATION IS LOCATED 75.0 FEET NORTHWEST OF THE CENTERLINE OF
 ED1752'HARMONY GROVE CHURCH ROAD, 76.0 FEET NORTHEAST OF A POWER POLE,
 ED1752'51.0 FEET NORTHWEST OF THE NORTHEAST GATE POST, 60.0 FEET
 ED1752'NORTHEAST OF THE EAST CORNER OF A BARN, 48.5 FEET EAST-NORTHEAST
 ED1752'OF THE NORTH CORNER OF THE BARN, AND 19.0 FEET EAST-NORTHEAST OF
 ED1752'A WITNESS POST SET AT A POWER POLE.  IT IS A STANDARD BRASS DISK
 ED1752'STAMPED 007-211, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1752'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1752'UNDERGROUND STATION IS A STANDARD DISK STAMPED 007-211,
 ED1752'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER
 ED1752'BELOW THE SURFACE OF THE GROUND.
 ED1752'
 ED1752'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 ED1752'ALONG HARMONY GROVE CHURCH ROAD FOR 0.1 MILE TO THE MARK ON THE
 ED1752'RIGHT.  IT IS LOCATED 23 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ED1752'OF HARMONY GROVE CHURCH ROAD, 94.5 FEET SOUTH-SOUTHWEST OF THE
 ED1752'SOUTH CORNER OF A CONCRETE WALL AROUND THE MC ELHANNON GRAVE PLOT
 ED1752'ON THE NORTH SIDE OF THE ROAD, 111.0 FEET SOUTH OF THE WEST
 ED1752'CORNER OF THE MC ELHANNON GRAVE PLOT, AND 3.0 FEET NORTHWEST OF A
 ED1752'WITNESS POST.  IT IS A STANDARD DISK STAMPED 007-211 AZMK, SET IN
 ED1752'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1752'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1724 ***********************************************************************
 ED1724  DESIGNATION -  BV 007 212
 ED1724  PID         -  ED1724
 ED1724  STATE/COUNTY-  GA/BARROW
 ED1724  USGS QUAD   -  WINDER NORTH (1964)
 ED1724
 ED1724                         *CURRENT SURVEY CONTROL
 ED1724  ___________________________________________________________________
 ED1724* NAD 83(1994)-  34 01 49.35786(N)    083 40 37.78138(W)     ADJUSTED  
 ED1724* NAVD 88     -       272.     (meters)     892.     (feet)  VERTCON   
 ED1724  ___________________________________________________________________
 ED1724  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 ED1724  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ED1724
 ED1724  HORZ ORDER  -  SECOND
 ED1724
 ED1724.The horizontal coordinates were established by classical geodetic methods
 ED1724.and adjusted by the National Geodetic Survey in September 1997..
 ED1724
 ED1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1724
 ED1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1724
 ED1724.The geoid height was determined by GEOID03.
 ED1724
 ED1724;                    North         East     Units Scale Factor Converg.
 ED1724;SPC GA W     -   446,980.933   745,202.413   MT  0.99992518   +0 16 26.2
 ED1724;SPC GA W     - 1,466,469.94  2,444,884.92   sFT  0.99992518   +0 16 26.2
 ED1724;UTM  17      - 3,768,757.256   252,824.108   MT  1.00035321   -1 29 56.3
 ED1724
 ED1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1724!SPC GA W     -   0.99996193  x   0.99992518  =   0.99988711
 ED1724!UTM  17      -   0.99996193  x   1.00035321  =   1.00031512
 ED1724
 ED1724:                Primary Azimuth Mark                     Grid Az
 ED1724:SPC GA W     -  BV 007 212 AZ MK                         054 47 05.1
 ED1724:UTM  17      -  BV 007 212 AZ MK                         056 33 27.6
 ED1724
 ED1724|---------------------------------------------------------------------|
 ED1724| PID    Reference Object                     Distance      Geod. Az  |
 ED1724|                                                           dddmmss.s |
 ED1724| CZ4294 BV 007 212 AZ MK                                   0550331.3 |
 ED1724| ED1720 BV 007 212 GADT 1975 PTA             22.872 METERS 16446     |
 ED1724|---------------------------------------------------------------------|
 ED1724
 ED1724                          SUPERSEDED SURVEY CONTROL
 ED1724
 ED1724  NAD 83(1986)-  34 01 49.36455(N)    083 40 37.78090(W) AD(       ) 2
 ED1724  NAD 27      -  34 01 48.96664(N)    083 40 38.17884(W) AD(       ) 2
 ED1724  NGVD 29 (07/19/86)  272.     (m)          892.     (f) VERT ANG       
 ED1724
 ED1724.Superseded values are not recommended for survey control.
 ED1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1724.See file dsdata.txt to determine how the superseded data were derived.
 ED1724
 ED1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5282468757(NAD 83)
 ED1724_MARKER: DD = SURVEY DISK
 ED1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1724
 ED1724  HISTORY     - Date     Condition        Report By
 ED1724  HISTORY     - 1975     MONUMENTED       GADT
 ED1724
 ED1724                          STATION DESCRIPTION
 ED1724
 ED1724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1724'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHEAST OF
 ED1724'WINDER, 8 MILES EAST-NORTHEAST OF CARL, AND 6-1/2 MILES NORTHWEST
 ED1724'OF STATHAM ON THE PROPERTY OF MR. J. HARWELL.
 ED1724'
 ED1724'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 AND
 ED1724'STATE ROUTE 53 IN NORTH WINDER, GO NORTHEASTERLY ALONG STATE
 ED1724'ROUTE 11 FOR 2.05 MILES TO THE JUNCTION OF STATE ROUTE 211 TO
 ED1724'THE RIGHT AND COUNTY ROAD 245 TO THE LEFT.  TURN LEFT, GOING
 ED1724'NORTHWESTERLY ALONG COUNTY ROAD 245 FOR 0.3 MILE TO THE JUNCTION
 ED1724'OF COUNTY ROAD 244 REVERSE FORKING TO THE RIGHT AND A COMMUNITY
 ED1724'ANTENNA TELEVISION MAST AND THE STATION ON THE RIGHT.
 ED1724'
 ED1724'THE STATION IS LOCATED 346 FEET EAST-NORTHEAST OF THE POINT OF
 ED1724'INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 244 AND 245, 31.9
 ED1724'FEET SOUTHEAST OF THE TELEVISION MAST, 48.2 FEET SOUTH-SOUTHWEST
 ED1724'OF A POWER POLE, 88.0 FEET NORTH-NORTHWEST OF A POWER POLE, AND
 ED1724'29.5 FEET SOUTH OF A WITNESS POST SET AT THE TELEVISION MAST.  IT
 ED1724'IS A STANDARD BRASS DISK STAMPED 007-212, SET IN THE TOP OF A 10
 ED1724'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1724'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1724'007-212, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1724'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 ED1724'
 ED1724'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ALONG
 ED1724'COUNTY ROAD 245 FOR 0.05 MILE TO THE JUNCTION OF A NEW ROAD TO
 ED1724'THE RIGHT TO THE WILDWOOD SUBDIVISION.  TURN RIGHT, GOING
 ED1724'NORTHEASTERLY ALONG THE SUBDIVISION ROAD FOR 0.25 MILE TO THE
 ED1724'JUNCTION OF A SUBDIVISION ROAD TO THE RIGHT.  TURN RIGHT, GOING
 ED1724'EASTERLY ALONG THE SUBDIVISION ROAD FOR 0.2 MILE TO THE CREST OF
 ED1724'A HILL AND THE MARK ON THE LEFT, SET IN THE CONCRETE CURB AND
 ED1724'GUTTER.  IT IS LOCATED 10.0 FEET NORTH OF THE CENTERLINE OF
 ED1724'THE SUBDIVISION ROAD, 82.0 FEET SOUTHEAST OF THE SOUTHEAST
 ED1724'CORNER OF A HOUSE, AND 39.0 FEET WEST-NORTHWEST OF A UTILITY
 ED1724'LIGHT POLE ON THE SOUTH SIDE OF THE ROAD.  IT IS A STANDARD
 ED1724'DISK STAMPED 007-212 AZMK, SET IN A 1 INCH DRILL HOLE FLUSH
 ED1724'WITH THE SURFACE OF THE CONCRETE GUTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1782 ***********************************************************************
 EE1782  DESIGNATION -  BV 008 200 GAHD 1972
 EE1782  PID         -  EE1782
 EE1782  STATE/COUNTY-  GA/BARTOW
 EE1782  USGS QUAD   -  ALLATOONA DAM (1985)
 EE1782
 EE1782                         *CURRENT SURVEY CONTROL
 EE1782  ___________________________________________________________________
 EE1782* NAD 83(1994)-  34 13 18.80198(N)    084 42 36.28921(W)     ADJUSTED  
 EE1782* NAVD 88     -       343.3    (meters)    1126.     (feet)  VERTCON   
 EE1782  ___________________________________________________________________
 EE1782  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EE1782  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1782
 EE1782  HORZ ORDER  -  SECOND
 EE1782
 EE1782.The horizontal coordinates were established by classical geodetic methods
 EE1782.and adjusted by the National Geodetic Survey in September 1997..
 EE1782
 EE1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1782
 EE1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1782
 EE1782.The geoid height was determined by GEOID03.
 EE1782
 EE1782;                    North         East     Units Scale Factor Converg.
 EE1782;SPC GA W     -   468,247.712   649,932.485   MT  0.99993089   -0 18 20.2
 EE1782;SPC GA W     - 1,536,242.70  2,132,320.16   sFT  0.99993089   -0 18 20.2
 EE1782;UTM  16      - 3,789,130.492   710,938.484   MT  1.00014851   +1 17 18.0
 EE1782
 EE1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1782!SPC GA W     -   0.99995072  x   0.99993089  =   0.99988162
 EE1782!UTM  16      -   0.99995072  x   1.00014851  =   1.00009923
 EE1782
 EE1782:                Primary Azimuth Mark                     Grid Az
 EE1782:SPC GA W     -  PINE LOG 2                               031 30 05.5
 EE1782:UTM  16      -  PINE LOG 2                               029 54 27.3
 EE1782
 EE1782|---------------------------------------------------------------------|
 EE1782| PID    Reference Object                     Distance      Geod. Az  |
 EE1782|                                                           dddmmss.s |
 EE1782| EE1757 PINE LOG 2                          APPROX.13.0 KM 0311145.3 |
 EE1782|---------------------------------------------------------------------|
 EE1782
 EE1782                          SUPERSEDED SURVEY CONTROL
 EE1782
 EE1782  NAD 83(1994)-  34 13 18.80723(N)    084 42 36.29064(W) AD(       ) 2
 EE1782  NAD 83(1986)-  34 13 18.80739(N)    084 42 36.29022(W) AD(       ) 2
 EE1782  NAD 27      -  34 13 18.46071(N)    084 42 36.52501(W) AD(       ) 2
 EE1782  NGVD 29 (07/19/86)  343.3    (m)         1126.     (f) VERT ANG       
 EE1782
 EE1782.Superseded values are not recommended for survey control.
 EE1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1782.See file dsdata.txt to determine how the superseded data were derived.
 EE1782
 EE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1093889130(NAD 83)
 EE1782_MARKER: DD = SURVEY DISK
 EE1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1782+STABILITY: SURFACE MOTION
 EE1782
 EE1782  HISTORY     - Date     Condition        Report By
 EE1782  HISTORY     - 1972     MONUMENTED       GADT
 EE1782
 EE1782                          STATION DESCRIPTION
 EE1782
 EE1782'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1782'THE STATION IS LOCATED 6.2 MILES NORTHEAST OF CARTERSVILLE, 5.2
 EE1782'MILES EAST OF THE INTERSECTION OF STATE ROUTE 20 AND U.S. 411,
 EE1782'10.7 MILES NORTH OF ACWORTH ON THE PROPERTY OF MR. HOWARD WILLIAMS.
 EE1782'
 EE1782'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 411 AND STATE
 EE1782'ROUTE 20 ON THE NORTH SIDE OF CARTERSVILLE, PROCEED ON STATE
 EE1782'ROUTE 20 EAST FOR 5.7 MILES TO A DRIVEWAY ON THE RIGHT.  PROCEED
 EE1782'ON THE DRIVEWAY TO THE WILLIAMS RESIDENCE AND THE STATION ON THE
 EE1782'RIGHT.
 EE1782'
 EE1782'THE STATION IS LOCATED 76.7 FEET NORTHWEST OF THE SOUTHWEST
 EE1782'CORNER OF THE WILLIAMS RESIDENCE, 94.0 FEET WEST OF THE CENTERLINE
 EE1782'OF THE DRIVEWAY, AND 55.0 FEET NORTHWEST OF THE CORNER OF A BRICK
 EE1782'PUMP HOUSE.  IT IS A STANDARD DISK STAMPED 008-200 SET IN THE TOP
 EE1782'OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1782'THE GROUND.  NO UNDERGROUND MARK WAS SET.
 EE1782'
 EE1782'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  USE THE
 EE1782'INTERSECT STATIONS LISTED ABOVE FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1758 ***********************************************************************
 EE1758  DESIGNATION -  BV 008 201 GAHD 1972
 EE1758  PID         -  EE1758
 EE1758  STATE/COUNTY-  GA/BARTOW
 EE1758  USGS QUAD   -  WHITE EAST (1997)
 EE1758
 EE1758                         *CURRENT SURVEY CONTROL
 EE1758  ___________________________________________________________________
 EE1758* NAD 83(1994)-  34 19 46.89520(N)    084 42 19.16301(W)     ADJUSTED  
 EE1758* NAVD 88     -       292.9    (meters)     961.     (feet)  VERTCON   
 EE1758  ___________________________________________________________________
 EE1758  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EE1758  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1758
 EE1758  HORZ ORDER  -  SECOND
 EE1758
 EE1758.The horizontal coordinates were established by classical geodetic methods
 EE1758.and adjusted by the National Geodetic Survey in September 1997..
 EE1758
 EE1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1758
 EE1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1758
 EE1758.The geoid height was determined by GEOID03.
 EE1758
 EE1758;                    North         East     Units Scale Factor Converg.
 EE1758;SPC GA W     -   480,202.761   650,434.114   MT  0.99993027   -0 18 13.6
 EE1758;SPC GA W     - 1,575,465.23  2,133,965.92   sFT  0.99993027   -0 18 13.6
 EE1758;UTM  16      - 3,801,097.489   711,106.954   MT  1.00014937   +1 17 40.5
 EE1758
 EE1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1758!SPC GA W     -   0.99995863  x   0.99993027  =   0.99988890
 EE1758!UTM  16      -   0.99995863  x   1.00014937  =   1.00010799
 EE1758
 EE1758:                Primary Azimuth Mark                     Grid Az
 EE1758:SPC GA W     -  PINE LOG MTN LOT                         098 19 07.8
 EE1758:UTM  16      -  PINE LOG MTN LOT                         096 43 13.7
 EE1758
 EE1758|---------------------------------------------------------------------|
 EE1758| PID    Reference Object                     Distance      Geod. Az  |
 EE1758|                                                           dddmmss.s |
 EE1758| EE1759 PINE LOG MTN LOT                    APPROX. 6.3 KM 0980054.2 |
 EE1758|---------------------------------------------------------------------|
 EE1758
 EE1758                          SUPERSEDED SURVEY CONTROL
 EE1758
 EE1758  NAD 83(1994)-  34 19 46.90026(N)    084 42 19.16497(W) AD(       ) 2
 EE1758  NAD 83(1986)-  34 19 46.90068(N)    084 42 19.16458(W) AD(       ) 2
 EE1758  NAD 27      -  34 19 46.56518(N)    084 42 19.39993(W) AD(       ) 2
 EE1758  NGVD 29 (07/19/86)  292.9    (m)          961.     (f) VERT ANG       
 EE1758
 EE1758.Superseded values are not recommended for survey control.
 EE1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1758.See file dsdata.txt to determine how the superseded data were derived.
 EE1758
 EE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1110701097(NAD 83)
 EE1758_MARKER: DD = SURVEY DISK
 EE1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1758+STABILITY: SURFACE MOTION
 EE1758
 EE1758  HISTORY     - Date     Condition        Report By
 EE1758  HISTORY     - 1972     MONUMENTED       GADT
 EE1758
 EE1758                          STATION DESCRIPTION
 EE1758
 EE1758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1758'THE STATION IS LOCATED 1.1 MILES SOUTHEAST OF THE INTERSECTION OF
 EE1758'STATE ROUTE 140 AND U.S. HWY 411, 7.2 MILES SOUTH OF FAIRMOUNT,
 EE1758'AND 12 MILES NORTHEAST OF CARTERSVILLE.
 EE1758'
 EE1758'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 411 AND
 EE1758'STATE ROUTE 140 APPROXIMATELY 13 MILES NORTH-NORTHEAST OF
 EE1758'CARTERSVILLE, GO SOUTH ON U.S. HWY 411 FOR 1.5 MILES TO THE
 EE1758'INTERSECTION OF BARTOW COUNTY ROAD 296.  PROCEED EAST ON COUNTY
 EE1758'ROAD 296 FOR 1.15 MILES TO THE STATION ON THE RIGHT IN A PASTURE.
 EE1758'
 EE1758'THE STATION IS LOCATED 26.3 FEET SOUTHWEST OF A 6 INCH PINE TREE,
 EE1758'170.7 FEET SOUTH OF A 10 INCH PINE TREE, AND 294.5 FEET SOUTHEAST
 EE1758'OF AN 8 INCH PINE TREE.  IT IS A STANDARD DISK STAMPED 008-201 SET
 EE1758'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1758'THE GROUND.  NO UNDERGROUND MARK WAS SET.
 EE1758'
 EE1758'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.  THE INTERSECT
 EE1758'STATION LISTED ABOVE MAY BE USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1763 ***********************************************************************
 EE1763  DESIGNATION -  BV 008 202 GAHD 1972
 EE1763  PID         -  EE1763
 EE1763  STATE/COUNTY-  GA/BARTOW
 EE1763  USGS QUAD   -  FAIRMOUNT (1981)
 EE1763
 EE1763                         *CURRENT SURVEY CONTROL
 EE1763  ___________________________________________________________________
 EE1763* NAD 83(1994)-  34 22 59.07667(N)    084 42 11.45329(W)     ADJUSTED  
 EE1763* NAVD 88     -       306.3    (meters)    1005.     (feet)  VERTCON   
 EE1763  ___________________________________________________________________
 EE1763  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 EE1763  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1763
 EE1763  HORZ ORDER  -  SECOND
 EE1763
 EE1763.The horizontal coordinates were established by classical geodetic methods
 EE1763.and adjusted by the National Geodetic Survey in September 1997..
 EE1763
 EE1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1763
 EE1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1763
 EE1763.The geoid height was determined by GEOID03.
 EE1763
 EE1763;                    North         East     Units Scale Factor Converg.
 EE1763;SPC GA W     -   486,123.018   650,662.471   MT  0.99992999   -0 18 10.8
 EE1763;SPC GA W     - 1,594,888.60  2,134,715.12   sFT  0.99992999   -0 18 10.8
 EE1763;UTM  16      - 3,807,023.112   711,169.990   MT  1.00014969   +1 17 51.2
 EE1763
 EE1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1763!SPC GA W     -   0.99995653  x   0.99992999  =   0.99988652
 EE1763!UTM  16      -   0.99995653  x   1.00014969  =   1.00010621
 EE1763
 EE1763:                Primary Azimuth Mark                     Grid Az
 EE1763:SPC GA W     -  PINE LOG MTN LOT                         138 31 46.6
 EE1763:UTM  16      -  PINE LOG MTN LOT                         136 55 44.6
 EE1763
 EE1763|---------------------------------------------------------------------|
 EE1763| PID    Reference Object                     Distance      Geod. Az  |
 EE1763|                                                           dddmmss.s |
 EE1763| EE1759 PINE LOG MTN LOT                    APPROX. 9.1 KM 1381335.8 |
 EE1763|---------------------------------------------------------------------|
 EE1763
 EE1763                          SUPERSEDED SURVEY CONTROL
 EE1763
 EE1763  NAD 83(1994)-  34 22 59.08174(N)    084 42 11.45604(W) AD(       ) 2
 EE1763  NAD 83(1986)-  34 22 59.08218(N)    084 42 11.45525(W) AD(       ) 2
 EE1763  NAD 27      -  34 22 58.75138(N)    084 42 11.68682(W) AD(       ) 2
 EE1763  NGVD 29 (07/19/86)  306.3    (m)         1005.     (f) VERT ANG       
 EE1763
 EE1763.Superseded values are not recommended for survey control.
 EE1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1763.See file dsdata.txt to determine how the superseded data were derived.
 EE1763
 EE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1117007023(NAD 83)
 EE1763_MARKER: DD = SURVEY DISK
 EE1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1763+STABILITY: SURFACE MOTION
 EE1763
 EE1763  HISTORY     - Date     Condition        Report By
 EE1763  HISTORY     - 1972     MONUMENTED       GADT
 EE1763
 EE1763                          STATION DESCRIPTION
 EE1763
 EE1763'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1763'THE STATION IS LOCATED 3.5 MILES SOUTH OF FAIRMOUNT, 2.6 MILES
 EE1763'NORTHEAST OF THE INTERSECTION OF U.S. 411 AND STATE ROUTE 140
 EE1763'WEST, 3.0 MILES NORTH OF THE INTERSECTION OF U.S. 411 AND STATE
 EE1763'ROUTE 140 EAST.
 EE1763'
 EE1763'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 411 AND 140
 EE1763'EAST, PROCEED NORTH ON U.S. 411 FOR 2.1 MILES TO THE FIRST BRIDGE
 EE1763'OF TWIN BRIDGES.  CONTINUE NORTH ON U.S. 411 FOR 0.8 MILES TO THE
 EE1763'STATION ON THE RIGHT.  IT IS LOCATED APPROXIMATELY 0.8 MILES OFF
 EE1763'U.S. 411 ON THE HIGHEST POINT IN A PASTURE.
 EE1763'
 EE1763'THE STATION IS LOCATED 33.8 FEET EAST OF A 16-INCH OAK TREE, 50.6
 EE1763'FEET EAST OF A 14-INCH OAK TREE, 61.5 FEET NORTHEAST OF A 14-INCH
 EE1763'OAK TREE.  IT IS A STANDARD DISK STAMPED 008-202 SET IN THE TOP
 EE1763'OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1763'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1763'008-202 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.78
 EE1763'METERS BELOW THE SURFACE OF THE GROUND.
 EE1763'
 EE1763'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1763'ABOVE LISTED INTERSECT STATIONS MAY BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1818 ***********************************************************************
 EE1818  DESIGNATION -  BV 008 203
 EE1818  PID         -  EE1818
 EE1818  STATE/COUNTY-  GA/BARTOW
 EE1818  USGS QUAD   -  WHITE WEST (1981)
 EE1818
 EE1818                         *CURRENT SURVEY CONTROL
 EE1818  ___________________________________________________________________
 EE1818* NAD 83(1994)-  34 20 23.22884(N)    084 50 13.51951(W)     ADJUSTED  
 EE1818* NAVD 88     -       320.1    (meters)    1050.     (feet)  VERTCON   
 EE1818  ___________________________________________________________________
 EE1818  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EE1818  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EE1818
 EE1818  HORZ ORDER  -  SECOND
 EE1818
 EE1818.The horizontal coordinates were established by classical geodetic methods
 EE1818.and adjusted by the National Geodetic Survey in September 1997..
 EE1818
 EE1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1818
 EE1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1818
 EE1818.The geoid height was determined by GEOID03.
 EE1818
 EE1818;                    North         East     Units Scale Factor Converg.
 EE1818;SPC GA W     -   481,394.394   638,316.552   MT  0.99994688   -0 22 41.5
 EE1818;SPC GA W     - 1,579,374.77  2,094,210.22   sFT  0.99994688   -0 22 41.5
 EE1818;UTM  16      - 3,801,950.780   698,958.678   MT  1.00008796   +1 13 13.8
 EE1818
 EE1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1818!SPC GA W     -   0.99995435  x   0.99994688  =   0.99990124
 EE1818!UTM  16      -   0.99995435  x   1.00008796  =   1.00004231
 EE1818
 EE1818:                Primary Azimuth Mark                     Grid Az
 EE1818:SPC GA W     -  BV 008 203 AZ MK                         353 16 24.9
 EE1818:UTM  16      -  BV 008 203 AZ MK                         351 40 29.6
 EE1818
 EE1818|---------------------------------------------------------------------|
 EE1818| PID    Reference Object                     Distance      Geod. Az  |
 EE1818|                                                           dddmmss.s |
 EE1818| CZ4295 BV 008 203 AZ MK                                   3525343.4 |
 EE1818|---------------------------------------------------------------------|
 EE1818
 EE1818                          SUPERSEDED SURVEY CONTROL
 EE1818
 EE1818  NAD 83(1994)-  34 20 23.23331(N)    084 50 13.52214(W) AD(       ) 2
 EE1818  NAD 83(1986)-  34 20 23.23436(N)    084 50 13.52131(W) AD(       ) 2
 EE1818  NAD 27      -  34 20 22.90485(N)    084 50 13.73948(W) AD(       ) 2
 EE1818  NGVD 29 (07/19/86)  320.1    (m)         1050.     (f) VERT ANG       
 EE1818
 EE1818.Superseded values are not recommended for survey control.
 EE1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1818.See file dsdata.txt to determine how the superseded data were derived.
 EE1818
 EE1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9895901951(NAD 83)
 EE1818_MARKER: DD = SURVEY DISK
 EE1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1818
 EE1818  HISTORY     - Date     Condition        Report By
 EE1818  HISTORY     - 1972     MONUMENTED       GADT
 EE1818
 EE1818                          STATION DESCRIPTION
 EE1818
 EE1818'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1818'THE STATION IS LOCATED 5.6 MILES SOUTHEAST OF ADAIRSVILLE, 9.3
 EE1818'MILES NORTHEAST OF KINGSTON, AND 12.2 MILES EAST OF THE
 EE1818'INTERSECTION OF STATE ROUTE 140 AND 53.
 EE1818'
 EE1818'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 EE1818'STATE ROUTE 140, APPROXIMATELY 1.6 MILES EAST OF ADAIRSVILLE,
 EE1818'PROCEED EAST ON STATE ROUTE 140 FOR 4.1 MILES TO COUNTY ROAD 145,
 EE1818'PROCEED SOUTH ON COUNTY ROAD 145 FOR 3.5 MILES TO COUNTY ROAD 183,
 EE1818'THEN PROCEED EAST ON COUNTY ROAD 183 FOR 1.7 MILES TO THE
 EE1818'STATION.
 EE1818'
 EE1818'THE STATION IS LOCATED 75.5 FEET WEST OF A TWIN HICKORY TREE,
 EE1818'211.0 FEET NORTHWEST OF A 30 INCH OAK TREE, AND 95.0 FEET
 EE1818'WEST-NORTHWEST OF A TWIN HICKORY TREE.  IT IS A STANDARD DISK
 EE1818'STAMPED 008-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 EE1818'POST 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE UNDERGROUND
 EE1818'MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE
 EE1818'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 EE1818'
 EE1818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 EE1818'COUNTY ROAD TO A T INTERSECTION AND THE MARK.
 EE1818'
 EE1818'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF THE COUNTY ROAD
 EE1818'100 FEET NORTHWEST OF THE INTERSECTION.  IT IS A STANDARD DISK
 EE1818'STAMPED AZI, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE1818'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1822 ***********************************************************************
 EE1822  DESIGNATION -  BV 008 204 GAHD 1972
 EE1822  PID         -  EE1822
 EE1822  STATE/COUNTY-  GA/BARTOW
 EE1822  USGS QUAD   -  ADAIRSVILLE (1972)
 EE1822
 EE1822                         *CURRENT SURVEY CONTROL
 EE1822  ___________________________________________________________________
 EE1822* NAD 83(1994)-  34 21 26.18029(N)    084 56 47.96562(W)     ADJUSTED  
 EE1822* NAVD 88     -       296.4    (meters)     972.     (feet)  VERTCON   
 EE1822  ___________________________________________________________________
 EE1822  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EE1822  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EE1822
 EE1822  HORZ ORDER  -  SECOND
 EE1822
 EE1822.The horizontal coordinates were established by classical geodetic methods
 EE1822.and adjusted by the National Geodetic Survey in September 1997..
 EE1822
 EE1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1822
 EE1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1822
 EE1822.The geoid height was determined by GEOID03.
 EE1822
 EE1822;                    North         East     Units Scale Factor Converg.
 EE1822;SPC GA W     -   483,406.005   628,250.195   MT  0.99996344   -0 26 24.7
 EE1822;SPC GA W     - 1,585,974.53  2,061,184.18   sFT  0.99996344   -0 26 24.7
 EE1822;UTM  16      - 3,803,680.898   688,839.009   MT  1.00003958   +1 09 32.9
 EE1822
 EE1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1822!SPC GA W     -   0.99995807  x   0.99996344  =   0.99992151
 EE1822!UTM  16      -   0.99995807  x   1.00003958  =   0.99999765
 EE1822
 EE1822:                Primary Azimuth Mark                     Grid Az
 EE1822:SPC GA W     -  ADAIRSVILLE KUHLMAN MILL TANK            040 29 20.5
 EE1822:UTM  16      -  ADAIRSVILLE KUHLMAN MILL TANK            038 53 22.9
 EE1822
 EE1822|---------------------------------------------------------------------|
 EE1822| PID    Reference Object                     Distance      Geod. Az  |
 EE1822|                                                           dddmmss.s |
 EE1822| EE1824 ADAIRSVILLE KUHLMAN MILL TANK       APPROX. 2.2 KM 0400255.8 |
 EE1822|---------------------------------------------------------------------|
 EE1822
 EE1822                          SUPERSEDED SURVEY CONTROL
 EE1822
 EE1822  NAD 83(1994)-  34 21 26.18446(N)    084 56 47.96855(W) AD(       ) 2
 EE1822  NAD 83(1986)-  34 21 26.18560(N)    084 56 47.96765(W) AD(       ) 2
 EE1822  NAD 27      -  34 21 25.85839(N)    084 56 48.17357(W) AD(       ) 2
 EE1822  NGVD 29 (07/19/86)  296.4    (m)          972.     (f) VERT ANG       
 EE1822
 EE1822.Superseded values are not recommended for survey control.
 EE1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1822.See file dsdata.txt to determine how the superseded data were derived.
 EE1822
 EE1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8883903681(NAD 83)
 EE1822_MARKER: DD = SURVEY DISK
 EE1822_SETTING: 0 = UNSPECIFIED SETTING
 EE1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1822
 EE1822  HISTORY     - Date     Condition        Report By
 EE1822  HISTORY     - 1972     MONUMENTED       GADT
 EE1822
 EE1822                          STATION DESCRIPTION
 EE1822
 EE1822'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1822'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF ADAIRSVILLE, 5.9
 EE1822'MILES EAST OF THE INTERSECTION OF STATE ROUTE 140 AND STATE ROUTE
 EE1822'53 ON THE PROPERTY OF MR. JAMES BOYD.
 EE1822'
 EE1822'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140
 EE1822'AND INTERSTATE 75 APPROXIMATELY 1.6 MILES EAST OF ADAIRSVILLE,
 EE1822'PROCEED WEST ON STATE ROUTE 140 FOR 1.3 MILES TO U.S. 41.  CONTINUE
 EE1822'WEST ON STATE ROUTE 140 FOR 0.45 MILES TO COUNTY ROAD
 EE1822'5829.  PROCEED WEST ON COUNTY ROAD 5829 FOR 0.78 MILES TO COUNTY
 EE1822'ROAD 115.  CONTINUE WEST ON COUNTY ROAD 5829 FOR 0.70 MILE TO
 EE1822'THE STATION ON THE LEFT.  THE STATION IS LOCATED NEAR A HOUSE.
 EE1822'
 EE1822'THE STATION IS LOCATED 5.8 FEET SOUTH OF A COLUMN SUPPORTING THE
 EE1822'FRONT PORCH, 7.9 FEET NORTHWEST OF A PATIO COLUMN, 12.1 FEET NORTH
 EE1822'OF ANOTHER, AND 10.9 FEET NORTHEAST OF THE CORNER OF THE HOUSE.  IT
 EE1822'IS A STANDARD DISK STAMPED 008-204 SET IN THE TOP OF A 10-INCH
 EE1822'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1822'GROUND.  NO UNDERGROUND MARK WAS SET.
 EE1822'
 EE1822'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1822'ADAIRSVILLE CHENILLE RUG MILL TANK WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1837 ***********************************************************************
 EE1837  DESIGNATION -  BV 008 205 GAHD 1972
 EE1837  PID         -  EE1837
 EE1837  STATE/COUNTY-  GA/BARTOW
 EE1837  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1837
 EE1837                         *CURRENT SURVEY CONTROL
 EE1837  ___________________________________________________________________
 EE1837* NAD 83(1994)-  34 23 10.64704(N)    084 55 03.78200(W)     ADJUSTED  
 EE1837* NAVD 88     -       252.0    (meters)     827.     (feet)  VERTCON   
 EE1837  ___________________________________________________________________
 EE1837  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EE1837  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE1837
 EE1837  HORZ ORDER  -  SECOND
 EE1837
 EE1837.The horizontal coordinates were established by classical geodetic methods
 EE1837.and adjusted by the National Geodetic Survey in September 1997..
 EE1837
 EE1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1837
 EE1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1837
 EE1837.The geoid height was determined by GEOID03.
 EE1837
 EE1837;                    North         East     Units Scale Factor Converg.
 EE1837;SPC GA W     -   486,604.711   630,936.198   MT  0.99995877   -0 25 27.1
 EE1837;SPC GA W     - 1,596,468.96  2,069,996.51   sFT  0.99995877   -0 25 27.1
 EE1837;UTM  16      - 3,806,953.629   691,434.874   MT  1.00005174   +1 10 34.9
 EE1837
 EE1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1837!SPC GA W     -   0.99996504  x   0.99995877  =   0.99992382
 EE1837!UTM  16      -   0.99996504  x   1.00005174  =   1.00001678
 EE1837
 EE1837:                Primary Azimuth Mark                     Grid Az
 EE1837:SPC GA W     -  ADAIRSVILLE KUHLMAN MILL TANK            219 29 07.2
 EE1837:UTM  16      -  ADAIRSVILLE KUHLMAN MILL TANK            217 53 05.2
 EE1837
 EE1837|---------------------------------------------------------------------|
 EE1837| PID    Reference Object                     Distance      Geod. Az  |
 EE1837|                                                           dddmmss.s |
 EE1837| EE1824 ADAIRSVILLE KUHLMAN MILL TANK       APPROX. 1.9 KM 2190340.1 |
 EE1837| EE1822 BV 008 204 GAHD 1972                APPROX. 4.2 KM 2193548.0 |
 EE1837|---------------------------------------------------------------------|
 EE1837
 EE1837                          SUPERSEDED SURVEY CONTROL
 EE1837
 EE1837  NAD 83(1994)-  34 23 10.65139(N)    084 55 03.78518(W) AD(       ) 2
 EE1837  NAD 83(1986)-  34 23 10.65253(N)    084 55 03.78431(W) AD(       ) 2
 EE1837  NAD 27      -  34 23 10.32824(N)    084 55 03.99272(W) AD(       ) 2
 EE1837  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 EE1837
 EE1837.Superseded values are not recommended for survey control.
 EE1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1837.See file dsdata.txt to determine how the superseded data were derived.
 EE1837
 EE1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9143506954(NAD 83)
 EE1837_MARKER: DD = SURVEY DISK
 EE1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1837+STABILITY: SURFACE MOTION
 EE1837
 EE1837  HISTORY     - Date     Condition        Report By
 EE1837  HISTORY     - 1972     MONUMENTED       GADT
 EE1837
 EE1837                          STATION DESCRIPTION
 EE1837
 EE1837'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1837'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTHEAST OF
 EE1837'ADAIRSVILLE AND 8.5 MILES SOUTH OF CALHOUN IN THE MEDIAN OF
 EE1837'INTERSTATE 75.
 EE1837'
 EE1837'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140
 EE1837'AND INTERSTATE 75, APPROXIMATELY 1.6 MILES EAST OF ADAIRSVILLE,
 EE1837'PROCEED NORTH ON INTERSTATE 75 FOR 0.8 MILE TO THE STATION ON
 EE1837'THE FIRST HILL IN THE MEDIAN.
 EE1837'
 EE1837'THE STATION IS LOCATED 95.0 FEET SOUTH OF A 8-INCH PINE TREE,
 EE1837'85.6 FEET SOUTHEAST OF A 6-INCH PINE TREE, AND 35.0 FEET NORTH
 EE1837'OF A 10-INCH PINE TREE.  IT IS A STANDARD DISK STAMPED 008-205
 EE1837'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1837'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 EE1837'DISK SET IN AN IRREGULAR MASS OF CONCRETE 0.86 METERS BELOW THE
 EE1837'SURFACE OF THE GROUND.
 EE1837'
 EE1837'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1837'ABOVE LISTED STATIONS MAY BE USED FOR AZIMUTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1823 ***********************************************************************
 EE1823  DESIGNATION -  BV 008 208 GAHD 1972
 EE1823  PID         -  EE1823
 EE1823  STATE/COUNTY-  GA/BARTOW
 EE1823  USGS QUAD   -  ADAIRSVILLE (1972)
 EE1823
 EE1823                         *CURRENT SURVEY CONTROL
 EE1823  ___________________________________________________________________
 EE1823* NAD 83(1994)-  34 17 58.97699(N)    084 58 09.86161(W)     ADJUSTED  
 EE1823* NAVD 88     -       288.1    (meters)     945.     (feet)  VERTCON   
 EE1823  ___________________________________________________________________
 EE1823  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 EE1823  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE1823
 EE1823  HORZ ORDER  -  SECOND
 EE1823
 EE1823.The horizontal coordinates were established by classical geodetic methods
 EE1823.and adjusted by the National Geodetic Survey in September 1997..
 EE1823
 EE1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1823
 EE1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1823
 EE1823.The geoid height was determined by GEOID03.
 EE1823
 EE1823;                    North         East     Units Scale Factor Converg.
 EE1823;SPC GA W     -   477,038.083   626,107.074   MT  0.99996728   -0 27 08.6
 EE1823;SPC GA W     - 1,565,082.44  2,054,152.96   sFT  0.99996728   -0 27 08.6
 EE1823;UTM  16      - 3,797,255.234   686,874.186   MT  1.00003048   +1 08 40.6
 EE1823
 EE1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1823!SPC GA W     -   0.99995936  x   0.99996728  =   0.99992664
 EE1823!UTM  16      -   0.99995936  x   1.00003048  =   0.99998984
 EE1823
 EE1823:                Primary Azimuth Mark                     Grid Az
 EE1823:SPC GA W     -  GEORGIA PWR BOWEN PLANT E STK            167 23 51.6
 EE1823:UTM  16      -  GEORGIA PWR BOWEN PLANT E STK            165 48 02.4
 EE1823
 EE1823|---------------------------------------------------------------------|
 EE1823| PID    Reference Object                     Distance      Geod. Az  |
 EE1823|                                                           dddmmss.s |
 EE1823| EE1810 GEORGIA PWR BOWEN PLANT E STK       APPROX.19.8 KM 1665643.0 |
 EE1823| EE1811 GEORGIA PWR BOWEN PLANT W STK       APPROX.19.8 KM 1672049.6 |
 EE1823|---------------------------------------------------------------------|
 EE1823
 EE1823                          SUPERSEDED SURVEY CONTROL
 EE1823
 EE1823  NAD 83(1994)-  34 17 58.98111(N)    084 58 09.86412(W) AD(       ) 2
 EE1823  NAD 83(1986)-  34 17 58.98225(N)    084 58 09.86310(W) AD(       ) 2
 EE1823  NAD 27      -  34 17 58.64726(N)    084 58 10.06725(W) AD(       ) 2
 EE1823  NGVD 29 (07/19/86)  288.1    (m)          945.     (f) VERT ANG       
 EE1823
 EE1823.Superseded values are not recommended for survey control.
 EE1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1823.See file dsdata.txt to determine how the superseded data were derived.
 EE1823
 EE1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8687497255(NAD 83)
 EE1823_MARKER: DD = SURVEY DISK
 EE1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1823+STABILITY: SURFACE MOTION
 EE1823
 EE1823  HISTORY     - Date     Condition        Report By
 EE1823  HISTORY     - 1972     MONUMENTED       GADT
 EE1823
 EE1823                          STATION DESCRIPTION
 EE1823
 EE1823'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1823'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTH-NORTHWEST
 EE1823'OF KINGSTON, 5.3 MILES SOUTH-SOUTHWEST OF ADAIRSVILLE, AND 11.2
 EE1823'MILES EAST-NORTHEAST OF ROME ON THE PROPERTY OF MR. L.D. MURPHY.
 EE1823'
 EE1823'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND STATE
 EE1823'ROUTE 140 IN ADAIRSVILLE, GO WEST ON STATE ROUTE 140 FOR 0.5
 EE1823'MILES TO THE INTERSECTION OF STATE ROUTE 140 AND COUNTY ROAD 9829
 EE1823'ON THE LEFT.  TURN LEFT ON COUNTY ROAD 9829 AND GO SOUTH FOR
 EE1823'5.75 MILES TO THE INTERSECTION OF COUNTY ROAD 9829 AND A COUNTY
 EE1823'ROAD ON THE RIGHT.  TURN RIGHT ALONG THE COUNTY ROAD AND GO WEST
 EE1823'FOR 2.0 MILES TO A FIELD ROAD ON THE RIGHT LEADING INTO A
 EE1823'PASTURE.  TURN RIGHT ON THE FIELD ROAD AND FOLLOW IT FOR 0.2
 EE1823'MILE TO THE STATION IN THE PASTURE.
 EE1823'
 EE1823'THE STATION IS LOCATED 174.5 FEET EAST-SOUTHEAST OF A FENCE
 EE1823'RUNNING NEXT TO A WOODS LINE, 202 FEET EAST-SOUTHEAST OF A
 EE1823'12-INCH PINE TREE (BLAZED), AND 504 FEET SOUTH-SOUTHWEST OF A
 EE1823'POWER POLE LOCATED FARTHEST SOUTH IN A GROUP OF 4 POWER POLES.
 EE1823'
 EE1823'THE STATION IS A STANDARD BRASS CAP STAMPED 008-208 SET IN THE
 EE1823'TOP OF A 10-INCH CYLINCRICAL CONCRETE POST FLUSH WITH THE SURFACE
 EE1823'OF THE GROUND.  AN UNDERGROUND MARK STAMPED 008-208 WAS SET IN
 EE1823'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METERS BELOW
 EE1823'THE STATION.
 EE1823'
 EE1823'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1823'INTERSECT STATIONS LISTED ABOVE MAY BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1807 ***********************************************************************
 EE1807  DESIGNATION -  BV 008 209 GAHD 1972
 EE1807  PID         -  EE1807
 EE1807  STATE/COUNTY-  GA/BARTOW
 EE1807  USGS QUAD   -  KINGSTON (1972)
 EE1807
 EE1807                         *CURRENT SURVEY CONTROL
 EE1807  ___________________________________________________________________
 EE1807* NAD 83(1994)-  34 14 09.57997(N)    084 57 14.11112(W)     ADJUSTED  
 EE1807* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 EE1807  ___________________________________________________________________
 EE1807  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 EE1807  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EE1807
 EE1807  HORZ ORDER  -  SECOND
 EE1807
 EE1807.The horizontal coordinates were established by classical geodetic methods
 EE1807.and adjusted by the National Geodetic Survey in September 1997..
 EE1807
 EE1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1807
 EE1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1807
 EE1807.The geoid height was determined by GEOID03.
 EE1807
 EE1807;                    North         East     Units Scale Factor Converg.
 EE1807;SPC GA W     -   469,958.959   627,477.946   MT  0.99996481   -0 26 34.5
 EE1807;SPC GA W     - 1,541,857.02  2,058,650.56   sFT  0.99996481   -0 26 34.5
 EE1807;UTM  16      - 3,790,216.550   688,441.762   MT  1.00003774   +1 09 05.3
 EE1807
 EE1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1807!SPC GA W     -   0.99997021  x   0.99996481  =   0.99993502
 EE1807!UTM  16      -   0.99997021  x   1.00003774  =   1.00000795
 EE1807
 EE1807:                Primary Azimuth Mark                     Grid Az
 EE1807:SPC GA W     -  KINGSTON MUN TANK                        083 56 49.5
 EE1807:UTM  16      -  KINGSTON MUN TANK                        082 21 09.7
 EE1807
 EE1807|---------------------------------------------------------------------|
 EE1807| PID    Reference Object                     Distance      Geod. Az  |
 EE1807|                                                           dddmmss.s |
 EE1807| EE1805 KINGSTON MUN TANK                   APPROX. 0.8 KM 0833015.0 |
 EE1807|---------------------------------------------------------------------|
 EE1807
 EE1807                          SUPERSEDED SURVEY CONTROL
 EE1807
 EE1807  NAD 83(1994)-  34 14 09.58411(N)    084 57 14.11339(W) AD(       ) 2
 EE1807  NAD 83(1986)-  34 14 09.58532(N)    084 57 14.11205(W) AD(       ) 2
 EE1807  NAD 27      -  34 14 09.24318(N)    084 57 14.31669(W) AD(       ) 2
 EE1807  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 EE1807
 EE1807.Superseded values are not recommended for survey control.
 EE1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1807.See file dsdata.txt to determine how the superseded data were derived.
 EE1807
 EE1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8844290217(NAD 83)
 EE1807_MARKER: DD = SURVEY DISK
 EE1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1807+STABILITY: SURFACE MOTION
 EE1807
 EE1807  HISTORY     - Date     Condition        Report By
 EE1807  HISTORY     - 1972     MONUMENTED       GADT
 EE1807  HISTORY     - 20051213 MARK NOT FOUND   GADT
 EE1807
 EE1807                          STATION DESCRIPTION
 EE1807
 EE1807'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1807'THE STATION IS LOCATED 5.9 MILES NORTH OF EUHARLEE, 9.4 MILES
 EE1807'SOUTH OF ADAIRSVILLE, AND 5.3 MILES WEST OF THE INTERSECTION OF
 EE1807'STATE ROUTE 20 AND U.S. 411 ON THE PROPERTY OF THE KINGSTON
 EE1807'GRAMMAR SCHOOL.
 EE1807'
 EE1807'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 20
 EE1807'AND STATE ROUTE 53 IN ROME, GO EAST ON STATE ROUTE 20 FOR
 EE1807'12.70 MILES TO THE ADAIRSVILLE, TAYLORSVILLE ROAD ON THE
 EE1807'LEFT.  TURN RIGHT AND GO SOUTH ON THE ADAIRSVILLE, TAYLORSVILLE
 EE1807'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT IN THE YARD OF THE
 EE1807'KINGSTON GRAMMAR SCHOOL.
 EE1807'
 EE1807'THE STATION IS LOCATED 73.6 FEET SOUTHWEST OF THE SOUTHWEST
 EE1807'CORNER OF THE SCHOOL BUILDING, 60.7 FEET SOUTH OF A POWER POLE,
 EE1807'AND 43.5 FEET NORTH OF THE CENTERLINE OF THE ADAIRSVILLE,
 EE1807'TAYLORSVILLE ROAD.  IT IS A STANDARD DISK STAMPED 008-209 SET IN
 EE1807'A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1807'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1807'008-209 SET IN AN IRREGULAR MASS OF CONCRETE 0.76 METERS BELOW
 EE1807'THE SURFACE OF THE GROUND.
 EE1807'
 EE1807'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1807'INTERSECT STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTHS.
 EE1807
 EE1807                          STATION RECOVERY (2005)
 EE1807
 EE1807'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE1807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1813 ***********************************************************************
 EE1813  DESIGNATION -  BV 008 210 GAHD 1972
 EE1813  PID         -  EE1813
 EE1813  STATE/COUNTY-  GA/BARTOW
 EE1813  USGS QUAD   -  KINGSTON (1972)
 EE1813
 EE1813                         *CURRENT SURVEY CONTROL
 EE1813  ___________________________________________________________________
 EE1813* NAD 83(1994)-  34 11 31.51333(N)    084 55 32.05940(W)     ADJUSTED  
 EE1813* NAVD 88     -       217.9    (meters)     715.     (feet)  VERTCON   
 EE1813  ___________________________________________________________________
 EE1813  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EE1813  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 EE1813
 EE1813  HORZ ORDER  -  SECOND
 EE1813
 EE1813.The horizontal coordinates were established by classical geodetic methods
 EE1813.and adjusted by the National Geodetic Survey in September 1997..
 EE1813
 EE1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1813
 EE1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1813
 EE1813.The geoid height was determined by GEOID03.
 EE1813
 EE1813;                    North         East     Units Scale Factor Converg.
 EE1813;SPC GA W     -   465,068.979   630,053.131   MT  0.99996029   -0 25 35.4
 EE1813;SPC GA W     - 1,525,813.81  2,067,099.31   sFT  0.99996029   -0 25 35.4
 EE1813;UTM  16      - 3,785,399.680   691,152.155   MT  1.00005043   +1 09 58.0
 EE1813
 EE1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1813!SPC GA W     -   0.99997039  x   0.99996029  =   0.99993068
 EE1813!UTM  16      -   0.99997039  x   1.00005043  =   1.00002081
 EE1813
 EE1813:                Primary Azimuth Mark                     Grid Az
 EE1813:SPC GA W     -  BOWEN                                    141 16 55.5
 EE1813:UTM  16      -  BOWEN                                    139 41 22.1
 EE1813
 EE1813|---------------------------------------------------------------------|
 EE1813| PID    Reference Object                     Distance      Geod. Az  |
 EE1813|                                                           dddmmss.s |
 EE1813| EE1808 BOWEN                               APPROX. 5.6 KM 1405120.1 |
 EE1813| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 5.6 KM 1413535.9 |
 EE1813|---------------------------------------------------------------------|
 EE1813
 EE1813                          SUPERSEDED SURVEY CONTROL
 EE1813
 EE1813  NAD 83(1994)-  34 11 31.51756(N)    084 55 32.06148(W) AD(       ) 2
 EE1813  NAD 83(1986)-  34 11 31.51866(N)    084 55 32.06006(W) AD(       ) 2
 EE1813  NAD 27      -  34 11 31.17212(N)    084 55 32.26785(W) AD(       ) 2
 EE1813  NGVD 29 (07/19/86)  217.9    (m)          715.     (f) VERT ANG       
 EE1813
 EE1813.Superseded values are not recommended for survey control.
 EE1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1813.See file dsdata.txt to determine how the superseded data were derived.
 EE1813
 EE1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9115285400(NAD 83)
 EE1813_MARKER: DD = SURVEY DISK
 EE1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1813+STABILITY: SURFACE MOTION
 EE1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1813+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2000
 EE1813
 EE1813  HISTORY     - Date     Condition        Report By
 EE1813  HISTORY     - 1972     MONUMENTED       GADT
 EE1813  HISTORY     - 20001214 GOOD             GADT
 EE1813
 EE1813                          STATION DESCRIPTION
 EE1813
 EE1813'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1813'THE STATION IS LOCATED 3.1 MILES NORTH OF EUHARLEE, 2.9 MILES
 EE1813'SOUTH OF KINGSTON ON THE PROPERTY OF MR. GALE ROSS.
 EE1813'
 EE1813'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND
 EE1813'U.S. 411, LOCATED APPROXIMATELY 5.0 MILES NORTHWEST OF
 EE1813'CARTERSVILLE, PROCEED WEST ON U.S. 411 FOR 5.60 MILES TO COUNTY
 EE1813'ROAD 90829.  PROCEED SOUTHWEST ON COUNTY ROAD 90829 FOR 1.05 MILES
 EE1813'TO THE STATION ON THE RIGHT.
 EE1813'
 EE1813'THE STATION IS LOCATED 262.4 FEET EAST OF A POWER POLE, 57.2
 EE1813'FEET NORTH OF A POWER POLE, AND 14.0 FEET SOUTH OF FENCE.  IT IS
 EE1813'A STANDARD DISK STAMPED 008-210 SET IN THE TOP OF A 10-INCH
 EE1813'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EE1813'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 008-210 SET IN AN
 EE1813'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.81 METERS BELOW THE
 EE1813'SURFACE OF THE GROUND.
 EE1813'
 EE1813'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE1813'CARTERSVILLE GA PWR METEOROLOGICAL MAST WILL SERVE FOR AN AZIMUTH.
 EE1813
 EE1813                          STATION RECOVERY (2000)
 EE1813
 EE1813'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1814 ***********************************************************************
 EE1814  DESIGNATION -  BV 008 211 GAHD 1972
 EE1814  PID         -  EE1814
 EE1814  STATE/COUNTY-  GA/BARTOW
 EE1814  USGS QUAD   -  KINGSTON (1972)
 EE1814
 EE1814                         *CURRENT SURVEY CONTROL
 EE1814  ___________________________________________________________________
 EE1814* NAD 83(1994)-  34 09 29.95654(N)    084 58 27.37947(W)     ADJUSTED  
 EE1814* NAVD 88     -       236.7    (meters)     777.     (feet)  VERTCON   
 EE1814  ___________________________________________________________________
 EE1814  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 EE1814  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 EE1814
 EE1814  HORZ ORDER  -  SECOND
 EE1814
 EE1814.The horizontal coordinates were established by classical geodetic methods
 EE1814.and adjusted by the National Geodetic Survey in September 1997..
 EE1814
 EE1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1814
 EE1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1814
 EE1814.The geoid height was determined by GEOID03.
 EE1814
 EE1814;                    North         East     Units Scale Factor Converg.
 EE1814;SPC GA W     -   461,358.213   625,534.780   MT  0.99996833   -0 27 12.5
 EE1814;SPC GA W     - 1,513,639.40  2,052,275.36   sFT  0.99996833   -0 27 12.5
 EE1814;UTM  16      - 3,781,564.534   686,738.300   MT  1.00002987   +1 08 15.9
 EE1814
 EE1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1814!SPC GA W     -   0.99996742  x   0.99996833  =   0.99993575
 EE1814!UTM  16      -   0.99996742  x   1.00002987  =   0.99999729
 EE1814
 EE1814:                Primary Azimuth Mark                     Grid Az
 EE1814:SPC GA W     -  DONIA                                    014 35 16.9
 EE1814:UTM  16      -  DONIA                                    012 59 48.5
 EE1814
 EE1814|---------------------------------------------------------------------|
 EE1814| PID    Reference Object                     Distance      Geod. Az  |
 EE1814|                                                           dddmmss.s |
 EE1814| EE1804 DONIA                               APPROX. 5.6 KM 0140804.4 |
 EE1814| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 8.0 KM 0944402.4 |
 EE1814|---------------------------------------------------------------------|
 EE1814
 EE1814                          SUPERSEDED SURVEY CONTROL
 EE1814
 EE1814  NAD 83(1994)-  34 09 29.96061(N)    084 58 27.38140(W) AD(       ) 2
 EE1814  NAD 83(1986)-  34 09 29.96179(N)    084 58 27.38001(W) AD(       ) 2
 EE1814  NAD 27      -  34 09 29.61244(N)    084 58 27.58315(W) AD(       ) 2
 EE1814  NGVD 29 (07/19/86)  236.7    (m)          777.     (f) VERT ANG       
 EE1814
 EE1814.Superseded values are not recommended for survey control.
 EE1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1814.See file dsdata.txt to determine how the superseded data were derived.
 EE1814
 EE1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8673881565(NAD 83)
 EE1814_MARKER: DD = SURVEY DISK
 EE1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1814+STABILITY: SURFACE MOTION
 EE1814
 EE1814  HISTORY     - Date     Condition        Report By
 EE1814  HISTORY     - 1972     MONUMENTED       GADT
 EE1814
 EE1814                          STATION DESCRIPTION
 EE1814
 EE1814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1814'THE STATION IS LOCATED 2.1 MILES WEST OF EUHARLEE, 5.5 MILES
 EE1814'SOUTH OF KINGSTON, AND 5.0 MILES NORTH OF TAYLORSVILLE ON THE
 EE1814'PROPERTY OF MR. T.H. BLACK.
 EE1814'
 EE1814'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 293
 EE1814'AND STATE ROUTE 61, PROCEED SOUTHWEST ON STATE ROUTE 61 FOR
 EE1814'2.60 MILES TO COUNTY ROAD 5831 TO THE RIGHT.  PROCEED WEST ON
 EE1814'COUNTY ROAD 5831 FOR 6.70 MILES TO COUNTY ROAD 48 TO THE
 EE1814'LEFT.  PROCEED WEST ON COUNTY ROAD 48 FOR 2.25 MILES TO THE
 EE1814'STATION ON THE RIGHT.
 EE1814'
 EE1814'THE STATION IS LOCATED 142.9 FEET SOUTHWEST OF THE SOUTH CORNER
 EE1814'OF THE BARN, 28.0 FEET NORTH OF A FENCE, AND 50.0 FEET NORTHEAST
 EE1814'OF A 6-INCH PINE TREE.  IT IS A STANDARD DISK STAMPED 008-211
 EE1814'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1814'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 EE1814'DISK STAMPED 008-211 SET IN AN IRREGULAR MASS OF CONCRETE
 EE1814'0.86 METERS BELOW THE SURFACE OF THE GROUND.
 EE1814'
 EE1814'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1814'CARTERSVILLE GA PWR CO METEOROLOGICAL MAST WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1812 ***********************************************************************
 EE1812  DESIGNATION -  BV 008 212 GAHD 1972
 EE1812  PID         -  EE1812
 EE1812  STATE/COUNTY-  GA/BARTOW
 EE1812  USGS QUAD   -  KINGSTON (1972)
 EE1812
 EE1812                         *CURRENT SURVEY CONTROL
 EE1812  ___________________________________________________________________
 EE1812* NAD 83(1994)-  34 13 32.91532(N)    084 53 35.45013(W)     ADJUSTED  
 EE1812* NAVD 88     -       296.8    (meters)     974.     (feet)  VERTCON   
 EE1812  ___________________________________________________________________
 EE1812  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 EE1812  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 EE1812
 EE1812  HORZ ORDER  -  SECOND
 EE1812
 EE1812.The horizontal coordinates were established by classical geodetic methods
 EE1812.and adjusted by the National Geodetic Survey in September 1997..
 EE1812
 EE1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1812
 EE1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1812
 EE1812.The geoid height was determined by GEOID03.
 EE1812
 EE1812;                    North         East     Units Scale Factor Converg.
 EE1812;SPC GA W     -   468,787.705   633,065.319   MT  0.99995521   -0 24 31.1
 EE1812;SPC GA W     - 1,538,014.33  2,076,981.80   sFT  0.99995521   -0 24 31.1
 EE1812;UTM  16      - 3,789,201.101   694,060.068   MT  1.00006423   +1 11 07.3
 EE1812
 EE1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1812!SPC GA W     -   0.99995801  x   0.99995521  =   0.99991322
 EE1812!UTM  16      -   0.99995801  x   1.00006423  =   1.00002223
 EE1812
 EE1812:                Primary Azimuth Mark                     Grid Az
 EE1812:SPC GA W     -  CARTERSVILLE GA PWR CO MAST              176 50 13.5
 EE1812:UTM  16      -  CARTERSVILLE GA PWR CO MAST              175 14 35.1
 EE1812
 EE1812|---------------------------------------------------------------------|
 EE1812| PID    Reference Object                     Distance      Geod. Az  |
 EE1812|                                                           dddmmss.s |
 EE1812| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 8.2 KM 1762542.4 |
 EE1812|---------------------------------------------------------------------|
 EE1812
 EE1812                          SUPERSEDED SURVEY CONTROL
 EE1812
 EE1812  NAD 83(1994)-  34 13 32.91965(N)    084 53 35.45235(W) AD(       ) 2
 EE1812  NAD 83(1986)-  34 13 32.92071(N)    084 53 35.45098(W) AD(       ) 2
 EE1812  NAD 27      -  34 13 32.57704(N)    084 53 35.66184(W) AD(       ) 2
 EE1812  NGVD 29 (07/19/86)  296.8    (m)          974.     (f) VERT ANG       
 EE1812
 EE1812.Superseded values are not recommended for survey control.
 EE1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1812.See file dsdata.txt to determine how the superseded data were derived.
 EE1812
 EE1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9406089201(NAD 83)
 EE1812_MARKER: DD = SURVEY DISK
 EE1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1812+STABILITY: SURFACE MOTION
 EE1812
 EE1812  HISTORY     - Date     Condition        Report By
 EE1812  HISTORY     - 1972     MONUMENTED       GADT
 EE1812
 EE1812                          STATION DESCRIPTION
 EE1812
 EE1812'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1812'THE STATION IS LOCATED 8.6 MILES NORTHEAST OF STILESBORO,
 EE1812'9.6 MILES SOUTH OF ADAIRSVILLE, AND 6.0 MILES NORTHEAST OF EUHARLEE.
 EE1812'
 EE1812'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 HIGHWAY
 EE1812'AND U.S. 411 HIGHWAY, APPROXIMATELY 5 MILES NORTHWEST OF
 EE1812'CARTERSVILLE, PROCEED WEST ON U.S. 411 FOR 2.55 MILES TO POWER
 EE1812'LINES CROSSING THE HIGHWAY.  PROCEED NORTH ALONG THE POWER LINES
 EE1812'FOR APPROXIMATELY 0.15 MILE TO THE STATION IN A CLEARING UNDER
 EE1812'THE POWER LINES.
 EE1812'
 EE1812'THE STATION IS LOCATED 44.5 FEET WEST-SOUTHWEST OF A 16 INCH
 EE1812'PINE TREE, 30.9 FEET WEST OF A 14 INCH OAK TREE, AND 6.5 FEET
 EE1812'EAST-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD UNDER THE
 EE1812'POWER LINES.  IT IS A STANDARD DISK STAMPED 008-212, SET IN THE
 EE1812'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 EE1812'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1812'008-212, SET IN AN IRREGULAR MASS OF CONCRETE 0.72 METER BELOW
 EE1812'THE SURFACE OF THE GROUND.
 EE1812'
 EE1812'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE1812'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2154 ***********************************************************************
 EE2154  DESIGNATION -  BV 008 213
 EE2154  PID         -  EE2154
 EE2154  STATE/COUNTY-  GA/BARTOW
 EE2154  USGS QUAD   -  WAX (1968)
 EE2154
 EE2154                         *CURRENT SURVEY CONTROL
 EE2154  ___________________________________________________________________
 EE2154* NAD 83(1994)-  34 12 10.23561(N)    085 00 49.80674(W)     ADJUSTED  
 EE2154* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 EE2154  ___________________________________________________________________
 EE2154  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 EE2154  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE2154
 EE2154  HORZ ORDER  -  SECOND
 EE2154
 EE2154.The horizontal coordinates were established by classical geodetic methods
 EE2154.and adjusted by the National Geodetic Survey in September 1997..
 EE2154
 EE2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2154
 EE2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2154
 EE2154.The geoid height was determined by GEOID03.
 EE2154
 EE2154;                    North         East     Units Scale Factor Converg.
 EE2154;SPC GA W     -   466,326.129   621,927.791   MT  0.99997511   -0 28 34.5
 EE2154;SPC GA W     - 1,529,938.31  2,040,441.43   sFT  0.99997511   -0 28 34.5
 EE2154;UTM  16      - 3,786,430.556   682,994.489   MT  1.00001280   +1 07 00.4
 EE2154
 EE2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2154!SPC GA W     -   0.99996596  x   0.99997511  =   0.99994107
 EE2154!UTM  16      -   0.99996596  x   1.00001280  =   0.99997876
 EE2154
 EE2154:                Primary Azimuth Mark                     Grid Az
 EE2154:SPC GA W     -  BV 008 213 AZ MK                         084 41 41.9
 EE2154:UTM  16      -  BV 008 213 AZ MK                         083 06 07.0
 EE2154
 EE2154|---------------------------------------------------------------------|
 EE2154| PID    Reference Object                     Distance      Geod. Az  |
 EE2154|                                                           dddmmss.s |
 EE2154| CG4943 BV 008 213 AZ MK                                   0841307.4 |
 EE2154|---------------------------------------------------------------------|
 EE2154
 EE2154                          SUPERSEDED SURVEY CONTROL
 EE2154
 EE2154  NAD 83(1994)-  34 12 10.23957(N)    085 00 49.80888(W) AD(       ) 2
 EE2154  NAD 83(1986)-  34 12 10.24081(N)    085 00 49.80750(W) AD(       ) 2
 EE2154  NAD 27      -  34 12 09.89567(N)    085 00 50.00614(W) AD(       ) 2
 EE2154  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 EE2154
 EE2154.Superseded values are not recommended for survey control.
 EE2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2154.See file dsdata.txt to determine how the superseded data were derived.
 EE2154
 EE2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8299486431(NAD 83)
 EE2154_MARKER: DD = SURVEY DISK
 EE2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2154
 EE2154  HISTORY     - Date     Condition        Report By
 EE2154  HISTORY     - 1972     MONUMENTED       GADT
 EE2154
 EE2154                          STATION DESCRIPTION
 EE2154
 EE2154'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2154'THE STATION IS LOCATED 6.2 MILES NORTHEAST OF EUHARLEE, 8.7 MILES
 EE2154'SOUTHEAST OF ROME, AND 12.3 MILES SOUTHWEST OF ADAIRSVILLE.
 EE2154'
 EE2154'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND
 EE2154'U.S. 411, APPROXIMATELY 5 MILES NORTHWEST OF CARTERSVILLE, PROCEED
 EE2154'WEST ON U.S. 411 FOR 10.4 MILES TO THE INTERSECTION OF U.S. 411
 EE2154'AND COUNTY ROAD 64 TO THE STATION ON THE LEFT IN A FIELD.
 EE2154'
 EE2154'THE STATION IS LOCATED 38.7 FEET EAST OF THE CENTERLINE OF
 EE2154'COUNTY ROAD 64 AND 72.3 FEET NORTH-NORTHEAST OF A 4 X 4 INCH
 EE2154'U.S. 411 RIGHT OF WAY MARKER.  IT IS A STANDARD DISK STAMPED
 EE2154'008-213, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE2154'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 EE2154'A STANDARD DISK STAMPED 008-213, SET IN AN IRREGULAR MASS OF
 EE2154'CONCRETE 0.62 METER BELOW THE SURFACE OF THE GROUND.
 EE2154'
 EE2154'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.25 MILE EAST
 EE2154'ALONG U.S. 411 TO THE MARK ON A HIGH CUT BANK ON THE LEFT.  IT
 EE2154'IS 28 FEET SOUTH OF A 6 INCH OAK AND 45.3 FEET SOUTHWEST OF A
 EE2154'10 INCH OAK.  IT IS A STANDARD DISK STAMPED 008-213 AZI, SET IN
 EE2154'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE2154'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1809 ***********************************************************************
 EE1809  DESIGNATION -  BV 008 214 GAHD 1972
 EE1809  PID         -  EE1809
 EE1809  STATE/COUNTY-  GA/BARTOW
 EE1809  USGS QUAD   -  KINGSTON (1972)
 EE1809
 EE1809                         *CURRENT SURVEY CONTROL
 EE1809  ___________________________________________________________________
 EE1809* NAD 83(1994)-  34 07 59.44542(N)    084 55 20.11717(W)     ADJUSTED  
 EE1809* NAVD 88     -       219.8    (meters)     721.     (feet)  VERTCON   
 EE1809  ___________________________________________________________________
 EE1809  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EE1809  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE1809
 EE1809  HORZ ORDER  -  SECOND
 EE1809
 EE1809.The horizontal coordinates were established by classical geodetic methods
 EE1809.and adjusted by the National Geodetic Survey in September 1997..
 EE1809
 EE1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1809
 EE1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1809
 EE1809.The geoid height was determined by GEOID03.
 EE1809
 EE1809;                    North         East     Units Scale Factor Converg.
 EE1809;SPC GA W     -   458,532.788   630,310.497   MT  0.99995985   -0 25 26.4
 EE1809;SPC GA W     - 1,504,369.66  2,067,943.69   sFT  0.99995985   -0 25 26.4
 EE1809;UTM  16      - 3,778,872.562   691,590.983   MT  1.00005250   +1 09 58.4
 EE1809
 EE1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1809!SPC GA W     -   0.99997008  x   0.99995985  =   0.99992994
 EE1809!UTM  16      -   0.99997008  x   1.00005250  =   1.00002258
 EE1809
 EE1809:                Primary Azimuth Mark                     Grid Az
 EE1809:SPC GA W     -  CARTERSVILLE GA PWR CO MAST              056 45 33.4
 EE1809:UTM  16      -  CARTERSVILLE GA PWR CO MAST              055 10 08.6
 EE1809
 EE1809|---------------------------------------------------------------------|
 EE1809| PID    Reference Object                     Distance      Geod. Az  |
 EE1809|                                                           dddmmss.s |
 EE1809| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 3.8 KM 0562007.0 |
 EE1809| EE1800 EUHARLEE                            APPROX. 6.2 KM 2465953.0 |
 EE1809|---------------------------------------------------------------------|
 EE1809
 EE1809                          SUPERSEDED SURVEY CONTROL
 EE1809
 EE1809  NAD 83(1994)-  34 07 59.44961(N)    084 55 20.11900(W) AD(       ) 2
 EE1809  NAD 83(1986)-  34 07 59.45061(N)    084 55 20.11743(W) AD(       ) 2
 EE1809  NAD 27      -  34 07 59.09830(N)    084 55 20.32529(W) AD(       ) 2
 EE1809  NGVD 29 (07/19/86)  219.8    (m)          721.     (f) VERT ANG       
 EE1809
 EE1809.Superseded values are not recommended for survey control.
 EE1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1809.See file dsdata.txt to determine how the superseded data were derived.
 EE1809
 EE1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9159178873(NAD 83)
 EE1809_MARKER: DD = SURVEY DISK
 EE1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1809+STABILITY: SURFACE MOTION
 EE1809
 EE1809  HISTORY     - Date     Condition        Report By
 EE1809  HISTORY     - 1972     MONUMENTED       GADT
 EE1809
 EE1809                          STATION DESCRIPTION
 EE1809
 EE1809'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1809'THE STATION IS LOCATED 1.5 MILES NORTH OF STILESBORO, 4.7 MILES
 EE1809'NORTHEAST OF TAYLORSVILLE, AND 1.7 MILES SOUTHEAST OF EUHARLEE.
 EE1809'
 EE1809'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61
 EE1809'AND 113, APPROXIMATELY 4 MILES SOUTHWEST OF CARTERSVILLE, PROCEED
 EE1809'SOUTHWEST ON STATE ROUTE 113 FOR 5.0 MILES TO COUNTY ROAD 030,
 EE1809'PROCEED NORTH ON COUNTY ROAD 030 FOR 2.28 MILES TO A GEORGIA
 EE1809'POWER COMPANY BOWEN PLANT ROAD ON THE RIGHT, PROCEED EAST ON THE
 EE1809'PLANT ROAD FOR .10 MILE TO THE STATION ON THE RIGHT.
 EE1809'
 EE1809'THE STATION IS A STANDARD BRASS DISK SET IN A 10 INCH
 EE1809'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  AN
 EE1809'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 EE1809'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.  BOTH
 EE1809'THESE MARKS ARE STAMPED 008-214.  THE STATION IS LOCATED 90.0
 EE1809'FEET SOUTH OF A GEORGIA POWER STATION, 6.2 FEET NORTHEAST OF A
 EE1809'POWER POLE, 18 FEET EAST OF THE CENTERLINE OF A DIRT DRIVE, AND
 EE1809'3.2 FEET WEST OF A METAL WITNESS POST.
 EE1809'
 EE1809'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE1809'CARTERSVILLE GEORGIA POWER METEOROLOGICAL MAST WILL SERVE
 EE1809'FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2161 ***********************************************************************
 EE2161  DESIGNATION -  BV 008 215 GAHD 1972
 EE2161  PID         -  EE2161
 EE2161  STATE/COUNTY-  GA/BARTOW
 EE2161  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2161
 EE2161                         *CURRENT SURVEY CONTROL
 EE2161  ___________________________________________________________________
 EE2161* NAD 83(1994)-  34 07 12.28740(N)    085 01 37.21043(W)     ADJUSTED  
 EE2161* NAVD 88     -       257.0    (meters)     843.     (feet)  VERTCON   
 EE2161  ___________________________________________________________________
 EE2161  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 EE2161  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 EE2161
 EE2161  HORZ ORDER  -  SECOND
 EE2161
 EE2161.The horizontal coordinates were established by classical geodetic methods
 EE2161.and adjusted by the National Geodetic Survey in September 1997..
 EE2161
 EE2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2161
 EE2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2161
 EE2161.The geoid height was determined by GEOID03.
 EE2161
 EE2161;                    North         East     Units Scale Factor Converg.
 EE2161;SPC GA W     -   457,156.272   620,636.858   MT  0.99997762   -0 28 57.4
 EE2161;SPC GA W     - 1,499,853.54  2,036,206.09   sFT  0.99997762   -0 28 57.4
 EE2161;UTM  16      - 3,777,228.072   681,958.668   MT  1.00000815   +1 06 25.3
 EE2161
 EE2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2161!SPC GA W     -   0.99996424  x   0.99997762  =   0.99994186
 EE2161!UTM  16      -   0.99996424  x   1.00000815  =   0.99997239
 EE2161
 EE2161:                Primary Azimuth Mark                     Grid Az
 EE2161:SPC GA W     -  MULLINAX MTN LOT                         351 09 16.4
 EE2161:UTM  16      -  MULLINAX MTN LOT                         349 33 53.7
 EE2161
 EE2161|---------------------------------------------------------------------|
 EE2161| PID    Reference Object                     Distance      Geod. Az  |
 EE2161|                                                           dddmmss.s |
 EE2161| EE2153 MULLINAX MTN LOT                    APPROX. 4.4 KM 3504019.0 |
 EE2161|---------------------------------------------------------------------|
 EE2161
 EE2161                          SUPERSEDED SURVEY CONTROL
 EE2161
 EE2161  NAD 83(1994)-  34 07 12.28790(N)    085 01 37.20892(W) AD(       ) 2
 EE2161  NAD 83(1986)-  34 07 12.28615(N)    085 01 37.20581(W) AD(       ) 2
 EE2161  NAD 27      -  34 07 11.93123(N)    085 01 37.40202(W) AD(       ) 2
 EE2161  NGVD 29 (07/19/86)  256.9    (m)          843.     (f) VERT ANG       
 EE2161
 EE2161.Superseded values are not recommended for survey control.
 EE2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2161.See file dsdata.txt to determine how the superseded data were derived.
 EE2161
 EE2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8195977228(NAD 83)
 EE2161_MARKER: DD = SURVEY DISK
 EE2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2161+STABILITY: SURFACE MOTION
 EE2161
 EE2161  HISTORY     - Date     Condition        Report By
 EE2161  HISTORY     - 1972     MONUMENTED       GADT
 EE2161
 EE2161                          STATION DESCRIPTION
 EE2161
 EE2161'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2161'THE STATION IS LOCATED 5.7 MILES WEST OF STILESBORO, 8.5 MILES
 EE2161'NORTH OF ROCKMART, AND 5.8 MILES NORTHEAST OF ARAGON.
 EE2161'
 EE2161'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 293
 EE2161'AND 61 IN CARTERSVILLE, PROCEED SOUTH ON STATE ROUTE 61 FOR 4.2
 EE2161'MILES TO STATE ROUTE 113, PROCEED SOUTHWEST ON STATE ROUTE 113
 EE2161'FOR 9.1 MILES TO COUNTY ROAD 45, PROCEED NORTH ON COUNTY ROAD
 EE2161'45 FOR 0.6 MILE TO COUNTY ROAD S-2271, PROCEED NORTH ON COUNTY
 EE2161'ROAD S-2271 FOR 0.82 MILE TO COUNTY ROAD 46, PROCEED NORTHWEST
 EE2161'ON COUNTY ROAD 46 FOR 0.5 MILE TO COUNTY ROAD 52, PROCEED NORTH
 EE2161'ON COUNTY ROAD 52 FOR 1.6 MILES TO COUNTY ROAD 53, CONTINUE
 EE2161'WEST ON COUNTY ROAD 52 FOR 1.2 MILES TO THE STATION ON THE
 EE2161'RIGHT.
 EE2161'
 EE2161'THE STATION IS LOCATED 44.2 FEET SOUTHEAST OF A 24 INCH OAK
 EE2161'TREE, 2.6 FEET NORTHEAST OF A POWER POLE, AND 3.2 FEET WEST OF
 EE2161'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 008-215, SET IN
 EE2161'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE2161'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 EE2161'DISK STAMPED 008-215, SET IN AN IRREGULAR MASS OF CONCRETE
 EE2161'0.86 METER BELOW THE SURFACE OF THE GROUND.
 EE2161'
 EE2161'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  MULLINAX
 EE2161'LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1801 ***********************************************************************
 EE1801  DESIGNATION -  BV 008 216 GAHD 1972
 EE1801  PID         -  EE1801
 EE1801  STATE/COUNTY-  GA/BARTOW
 EE1801  USGS QUAD   -  TAYLORSVILLE (1981)
 EE1801
 EE1801                         *CURRENT SURVEY CONTROL
 EE1801  ___________________________________________________________________
 EE1801* NAD 83(1994)-  34 05 13.54012(N)    084 53 01.82148(W)     ADJUSTED  
 EE1801* NAVD 88     -       265.4    (meters)     871.     (feet)  VERTCON   
 EE1801  ___________________________________________________________________
 EE1801  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EE1801  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE1801
 EE1801  HORZ ORDER  -  SECOND
 EE1801
 EE1801.The horizontal coordinates were established by classical geodetic methods
 EE1801.and adjusted by the National Geodetic Survey in September 1997..
 EE1801
 EE1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1801
 EE1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1801
 EE1801.The geoid height was determined by GEOID03.
 EE1801
 EE1801;                    North         East     Units Scale Factor Converg.
 EE1801;SPC GA W     -   453,395.667   633,817.827   MT  0.99995398   -0 24 07.0
 EE1801;SPC GA W     - 1,487,515.62  2,079,450.65   sFT  0.99995398   -0 24 07.0
 EE1801;UTM  16      - 3,773,834.165   695,239.820   MT  1.00006991   +1 11 11.0
 EE1801
 EE1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1801!SPC GA W     -   0.99996293  x   0.99995398  =   0.99991691
 EE1801!UTM  16      -   0.99996293  x   1.00006991  =   1.00003283
 EE1801
 EE1801:                Primary Azimuth Mark                     Grid Az
 EE1801:SPC GA W     -  EUHARLEE                                 286 42 17.6
 EE1801:UTM  16      -  EUHARLEE                                 285 06 59.6
 EE1801
 EE1801|---------------------------------------------------------------------|
 EE1801| PID    Reference Object                     Distance      Geod. Az  |
 EE1801|                                                           dddmmss.s |
 EE1801| EE1800 EUHARLEE                            APPROX. 9.6 KM 2861810.6 |
 EE1801| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 7.2 KM 3571234.3 |
 EE1801|---------------------------------------------------------------------|
 EE1801
 EE1801                          SUPERSEDED SURVEY CONTROL
 EE1801
 EE1801  NAD 83(1994)-  34 05 13.54447(N)    084 53 01.82298(W) AD(       ) 2
 EE1801  NAD 83(1986)-  34 05 13.54551(N)    084 53 01.82152(W) AD(       ) 2
 EE1801  NAD 27      -  34 05 13.18962(N)    084 53 02.03282(W) AD(       ) 2
 EE1801  NGVD 29 (07/19/86)  265.4    (m)          871.     (f) VERT ANG       
 EE1801
 EE1801.Superseded values are not recommended for survey control.
 EE1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1801.See file dsdata.txt to determine how the superseded data were derived.
 EE1801
 EE1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9524073834(NAD 83)
 EE1801_MARKER: DD = SURVEY DISK
 EE1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1801+STABILITY: SURFACE MOTION
 EE1801
 EE1801  HISTORY     - Date     Condition        Report By
 EE1801  HISTORY     - 1972     MONUMENTED       GADT
 EE1801
 EE1801                          STATION DESCRIPTION
 EE1801
 EE1801'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1801'THE STATION IS LOCATED 6.2 MILES EAST OF TAYLORSVILLE, 5.3
 EE1801'MILES SOUTHEAST OF EUHARLEE, AND 6.8 MILES SOUTHWEST OF
 EE1801'CARTERSVILLE.
 EE1801'
 EE1801'TO REACH FROM THE BARTOW COUNTY COURTHOUSE IN CARTERSVILLE,
 EE1801'GO SOUTH ON STATE ROUTE 61 FOR 4.0 MILES TO THE INTERSECTION
 EE1801'OF STATE ROUTES 61 AND 113.  KEEP STRAIGHT AHEAD ON STATE
 EE1801'ROUTE 113 AND GO 1.8 MILES TO COUNTY ROAD 23 ON THE LEFT.  TURN
 EE1801'LEFT ON COUNTY ROAD 23 AND GO SOUTH FOR 0.90 MILE TO A T
 EE1801'INTERSECTION.  TURN LEFT AND GO EAST AND SOUTH FOR 0.90 MILE
 EE1801'TO THE END OF THE COUNTY ROAD AT MR. CAGLES HOUSE.  CONTINUE
 EE1801'ON DRIVEWAY PASSING IN FRONT OF MR. CAGLES HOUSE FOR 0.20 MILE
 EE1801'TO THE BARN.  CONTINUE AHEAD ON FIELD ROAD PARALLELING CREEK
 EE1801'EASTERLY FOR 0.20 MILE TO A FORK NEAR THE BASE OF A HILL.
 EE1801'KEEP RIGHT ON FIELD ROAD, BETWEEN HILL AND A COTTON FIELD AND
 EE1801'GO FOR 0.20 MILE TO SWITCH BACK LEADING TO POWER LINES.
 EE1801'TAKE THE TRAIL AND GO EAST UP THE POWER LINE TO THE TOP
 EE1801'OF THE HILL AND THE STATION SITE.
 EE1801'
 EE1801'THE STATION IS A STANDARD DISK STAMPED 008-216 AND SET IN A
 EE1801'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE1801'UNDERGROUND MARK, STAMPED 008-216, WAS SET IN AN IRREGULAR
 EE1801'MASS OF CONCRETE BELOW THE STATION.
 EE1801'
 EE1801'THE STATION IS LOCATED 6.4 FEET WEST OF A POWER LINE BASE,
 EE1801'AND 21.7 FEET SOUTHEAST OF A POWER LINE BASE.
 EE1801'
 EE1801'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE1801'CARTERSVILLE CABLE TV MAST WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1802 ***********************************************************************
 EE1802  DESIGNATION -  BV 008 217 GAHD 1972
 EE1802  PID         -  EE1802
 EE1802  STATE/COUNTY-  GA/BARTOW
 EE1802  USGS QUAD   -  TAYLORSVILLE (1981)
 EE1802
 EE1802                         *CURRENT SURVEY CONTROL
 EE1802  ___________________________________________________________________
 EE1802* NAD 83(1994)-  34 05 19.62878(N)    084 59 24.00228(W)     ADJUSTED  
 EE1802* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 EE1802  ___________________________________________________________________
 EE1802  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EE1802  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 EE1802
 EE1802  HORZ ORDER  -  SECOND
 EE1802
 EE1802.The horizontal coordinates were established by classical geodetic methods
 EE1802.and adjusted by the National Geodetic Survey in September 1997..
 EE1802
 EE1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1802
 EE1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1802
 EE1802.The geoid height was determined by GEOID03.
 EE1802
 EE1802;                    North         East     Units Scale Factor Converg.
 EE1802;SPC GA W     -   453,657.080   624,022.314   MT  0.99997114   -0 27 41.3
 EE1802;SPC GA W     - 1,488,373.27  2,047,313.21   sFT  0.99997114   -0 27 41.3
 EE1802;UTM  16      - 3,773,823.961   685,439.998   MT  1.00002392   +1 07 36.8
 EE1802
 EE1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1802!SPC GA W     -   0.99996985  x   0.99997114  =   0.99994099
 EE1802!UTM  16      -   0.99996985  x   1.00002392  =   0.99999377
 EE1802
 EE1802:                Primary Azimuth Mark                     Grid Az
 EE1802:SPC GA W     -  EUHARLEE                                 013 06 25.7
 EE1802:UTM  16      -  EUHARLEE                                 011 31 07.6
 EE1802
 EE1802|---------------------------------------------------------------------|
 EE1802| PID    Reference Object                     Distance      Geod. Az  |
 EE1802|                                                           dddmmss.s |
 EE1802| EE1800 EUHARLEE                            APPROX. 2.6 KM 0123844.4 |
 EE1802| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX.11.8 KM 0531338.2 |
 EE1802|---------------------------------------------------------------------|
 EE1802
 EE1802                          SUPERSEDED SURVEY CONTROL
 EE1802
 EE1802  NAD 83(1994)-  34 05 19.63270(N)    084 59 24.00389(W) AD(       ) 2
 EE1802  NAD 83(1986)-  34 05 19.63364(N)    084 59 24.00221(W) AD(       ) 2
 EE1802  NAD 27      -  34 05 19.27644(N)    084 59 24.20234(W) AD(       ) 2
 EE1802  NGVD 29 (07/19/86)  221.2    (m)          726.     (f) VERT ANG       
 EE1802
 EE1802.Superseded values are not recommended for survey control.
 EE1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1802.See file dsdata.txt to determine how the superseded data were derived.
 EE1802
 EE1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8544073824(NAD 83)
 EE1802_MARKER: DD = SURVEY DISK
 EE1802_SETTING: 0 = UNSPECIFIED SETTING
 EE1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1802
 EE1802  HISTORY     - Date     Condition        Report By
 EE1802  HISTORY     - 1972     MONUMENTED       GADT
 EE1802  HISTORY     - 1981     GOOD             LOCSUR
 EE1802
 EE1802                          STATION DESCRIPTION
 EE1802
 EE1802'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1802'THE STATION IS LOCATED 4.3 MILES WEST-SOUTH-WEST OF STILESBORO,
 EE1802'5.1 MILES SOUTHWEST OF EUHARLEE, AND 4.9 MILES NORTHEAST OF
 EE1802'ARAGON, ON THE PROPERTY OF RICHARD CHAMBERS.
 EE1802'
 EE1802'TO REACH FROM THE INTERSECTION OF GEORGIA 293 AND GEORGIA 61,
 EE1802'IN CARTERSVILLE, PROCEED SOUTH ON GEORGIA 61 4.20 MILES TO
 EE1802'GEORGIA 113, PROCEED SOUTHWEST ON GEORGIA 113 FOR 9.10 MILES TO
 EE1802'FEDERAL AID ROAD S-2271, PROCEED NORTH ON THE COUNTY ROAD FOR 9.10
 EE1802'MILES TO THE STATION ON THE LEFT.
 EE1802'
 EE1802'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1802'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET
 EE1802'0.87 METERS BELOW THE STATION.  THE STATION IS LOCATED 20.8 FEET
 EE1802'WEST OF THE CENTERLINE OF MADDEN STREET.  6.1 FEET
 EE1802'NORTHWEST OF A POWER POLE.  3.2 FEET EAST OF A WITNESS POST.  AND
 EE1802'10.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.
 EE1802'
 EE1802'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE1802'CARTERSVILLE GA PWR CO EAST 1000 FOOT HIGH SMOKE STACK AT THE PLANT
 EE1802'BOWEN WILL SERVE FOR AZIMUTH.
 EE1802
 EE1802                          STATION RECOVERY (1981)
 EE1802
 EE1802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (ALS)
 EE1802'RECOVERED BY SMITH AND SMITH LAND SURVEYING, PC.
 EE1802'
 EE1802'MARK STAMPED BV 008 217 IN GOOD CONDITION.  (NO WITNESS POST FOUND).
 EE1802'DESCRIPTION TO FIND STATION SHOULD BE CHANGED.  AZIMUTH MARK SHOULD
 EE1802'BE EAST STACK.
 EE1802'
 EE1802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN THE CITY OF
 EE1802'TAYLORSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1789 ***********************************************************************
 EE1789  DESIGNATION -  BV 008 218 GAHD 1972
 EE1789  PID         -  EE1789
 EE1789  STATE/COUNTY-  GA/BARTOW
 EE1789  USGS QUAD   -  CARTERSVILLE (1992)
 EE1789
 EE1789                         *CURRENT SURVEY CONTROL
 EE1789  ___________________________________________________________________
 EE1789* NAD 83(1994)-  34 10 14.54907(N)    084 48 11.90441(W)     ADJUSTED  
 EE1789* NAVD 88     -       248.0    (meters)     814.     (feet)  VERTCON   
 EE1789  ___________________________________________________________________
 EE1789  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EE1789  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1789
 EE1789  HORZ ORDER  -  SECOND
 EE1789
 EE1789.The horizontal coordinates were established by classical geodetic methods
 EE1789.and adjusted by the National Geodetic Survey in September 1997..
 EE1789
 EE1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1789
 EE1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1789
 EE1789.The geoid height was determined by GEOID03.
 EE1789
 EE1789;                    North         East     Units Scale Factor Converg.
 EE1789;SPC GA W     -   462,620.557   641,307.475   MT  0.99994245   -0 21 27.3
 EE1789;SPC GA W     - 1,517,780.94  2,104,022.94   sFT  0.99994245   -0 21 27.3
 EE1789;UTM  16      - 3,783,264.644   702,471.616   MT  1.00010536   +1 14 03.2
 EE1789
 EE1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1789!SPC GA W     -   0.99996568  x   0.99994245  =   0.99990813
 EE1789!UTM  16      -   0.99996568  x   1.00010536  =   1.00007104
 EE1789
 EE1789:                Primary Azimuth Mark                     Grid Az
 EE1789:SPC GA W     -  CARTERSVILLE GA PWR CO MAST              255 41 38.1
 EE1789:UTM  16      -  CARTERSVILLE GA PWR CO MAST              254 06 07.6
 EE1789
 EE1789|---------------------------------------------------------------------|
 EE1789| PID    Reference Object                     Distance      Geod. Az  |
 EE1789|                                                           dddmmss.s |
 EE1789| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 8.0 KM 2552010.8 |
 EE1789|---------------------------------------------------------------------|
 EE1789
 EE1789                          SUPERSEDED SURVEY CONTROL
 EE1789
 EE1789  NAD 83(1994)-  34 10 14.55384(N)    084 48 11.90625(W) AD(       ) 2
 EE1789  NAD 83(1986)-  34 10 14.55462(N)    084 48 11.90504(W) AD(       ) 2
 EE1789  NAD 27      -  34 10 14.20729(N)    084 48 12.12782(W) AD(       ) 2
 EE1789  NGVD 29 (07/19/86)  248.0    (m)          814.     (f) VERT ANG       
 EE1789
 EE1789.Superseded values are not recommended for survey control.
 EE1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1789.See file dsdata.txt to determine how the superseded data were derived.
 EE1789
 EE1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0247283265(NAD 83)
 EE1789_MARKER: DD = SURVEY DISK
 EE1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1789+STABILITY: SURFACE MOTION
 EE1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1789+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 EE1789
 EE1789  HISTORY     - Date     Condition        Report By
 EE1789  HISTORY     - 1972     MONUMENTED       GADT
 EE1789  HISTORY     - 20050112 GOOD             GEOCAC
 EE1789
 EE1789                          STATION DESCRIPTION
 EE1789
 EE1789'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1789'THE STATION IS LOCATED 8.2 MILES SOUTHWEST OF WHITE, 10.3 MILES
 EE1789'NORTHWEST OF ACWORTH, AND 19.1 MILES SOUTHWEST OF
 EE1789'FAIRMOUNT.  PERMISSION WAS GRANTED BY J.E. ANDERSON.
 EE1789'
 EE1789'TO REACH THE STATION FROM THE BARTOW COUNTY COURTHOUSE IN
 EE1789'CARTERSVILLE, PROCEED WEST ON WEST CHURCH STREET FOR 0.20 MILE
 EE1789'TO JONES STREET, PROCEED NORTH ON JONES STREET FOR 0.38 MILE
 EE1789'TO THE STATION ON THE LEFT.
 EE1789'
 EE1789'THE STATION IS A STANDARD BRASS CAP SET IN A 10 INCH CYLINDRICAL
 EE1789'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1789'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 EE1789'OF CONCRETE 0.79 METER BELOW THE SURFACE OF THE GROUND.  THE
 EE1789'STATION AND UNDERGROUND MARK ARE STAMPED 008-218.  IT IS LOCATED
 EE1789'8.1 FEET SOUTH OF A WITNESS POST, 27.5 FEET WEST OF THE
 EE1789'CENTERLINE OF JONES STREET, 22.9 FEET SOUTHWEST OF A POWER
 EE1789'POLE, AND 38.5 FEET NORTH OF A CHURCH WALKWAY.
 EE1789'
 EE1789'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE1789'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE1789
 EE1789                          STATION RECOVERY (2005)
 EE1789
 EE1789'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE1789'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE YARD FOR ST.
 EE1789'LUKES A.M.E. CHURCH ON THE WEST SIDE OF JONES STREET AND ABOUT 200
 EE1789'FEET NORTH OF THE INTERSECTION WITH ST. FRANCIS DRIVE, 27.5 FEET WEST
 EE1789'OF THE CENTERLINE OF JONES STREET, 38.5 FEET NORTH OF THE CONCRETE
 EE1789'WALKWAY TO THE CHURCH FRONT ENTRANCE, 8.1 FEET SOUTHEAST OF A METAL
 EE1789'WITNESS POST, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF JONES STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1794 ***********************************************************************
 EE1794  DESIGNATION -  BV 008 219
 EE1794  PID         -  EE1794
 EE1794  STATE/COUNTY-  GA/BARTOW
 EE1794  USGS QUAD   -  CARTERSVILLE (1992)
 EE1794
 EE1794                         *CURRENT SURVEY CONTROL
 EE1794  ___________________________________________________________________
 EE1794* NAD 83(1994)-  34 08 54.20128(N)    084 48 19.24361(W)     ADJUSTED  
 EE1794* NAVD 88     -       252.2    (meters)     827.     (feet)  VERTCON   
 EE1794  ___________________________________________________________________
 EE1794  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 EE1794  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1794
 EE1794  HORZ ORDER  -  FIRST
 EE1794
 EE1794.The horizontal coordinates were established by classical geodetic methods
 EE1794.and adjusted by the National Geodetic Survey in September 1997..
 EE1794
 EE1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1794
 EE1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1794
 EE1794.The geoid height was determined by GEOID03.
 EE1794
 EE1794;                    North         East     Units Scale Factor Converg.
 EE1794;SPC GA W     -   460,146.200   641,104.030   MT  0.99994274   -0 21 30.7
 EE1794;SPC GA W     - 1,509,662.99  2,103,355.47   sFT  0.99994274   -0 21 30.7
 EE1794;UTM  16      - 3,780,785.189   702,336.942   MT  1.00010469   +1 13 56.5
 EE1794
 EE1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1794!SPC GA W     -   0.99996502  x   0.99994274  =   0.99990776
 EE1794!UTM  16      -   0.99996502  x   1.00010469  =   1.00006971
 EE1794
 EE1794:                Primary Azimuth Mark                     Grid Az
 EE1794:SPC GA W     -  CARTERSVILLE CO CTHSE DOME               020 05 38.4
 EE1794:UTM  16      -  CARTERSVILLE CO CTHSE DOME               018 30 11.2
 EE1794
 EE1794|---------------------------------------------------------------------|
 EE1794| PID    Reference Object                     Distance      Geod. Az  |
 EE1794|                                                           dddmmss.s |
 EE1794| EE1786 CARTERSVILLE CO CTHSE DOME          APPROX. 2.1 KM 0194407.7 |
 EE1794| CZ4296 BV 008 219 AZ MK                                   0495551.6 |
 EE1794| EE1793 CARTERSVILLE CABLE TV MAST          APPROX. 2.3 KM 0525941.0 |
 EE1794| EE1784 ALLATOONA DAM USE MICROWAVE         APPROX. 7.2 KM 0803300.5 |
 EE1794|---------------------------------------------------------------------|
 EE1794
 EE1794                          SUPERSEDED SURVEY CONTROL
 EE1794
 EE1794  NAD 83(1994)-  34 08 54.20600(N)    084 48 19.24553(W) AD(       ) 1
 EE1794  NAD 83(1986)-  34 08 54.20677(N)    084 48 19.24413(W) AD(       ) 1
 EE1794  NAD 27      -  34 08 53.85555(N)    084 48 19.46708(W) AD(       ) 1
 EE1794  NGVD 29 (07/19/86)  252.2    (m)          827.     (f) VERT ANG       
 EE1794
 EE1794.Superseded values are not recommended for survey control.
 EE1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1794.See file dsdata.txt to determine how the superseded data were derived.
 EE1794
 EE1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0233780785(NAD 83)
 EE1794_MARKER: DD = SURVEY DISK
 EE1794_SETTING: 0 = UNSPECIFIED SETTING
 EE1794
 EE1794  HISTORY     - Date     Condition        Report By
 EE1794  HISTORY     - 1972     MONUMENTED       GADT
 EE1794  HISTORY     - 20010828 MARK NOT FOUND   GADT
 EE1794
 EE1794                          STATION DESCRIPTION
 EE1794
 EE1794'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1794'THE STATION IS LOCATED 2.9 MILES NORTHWEST OF EMERSON, 9.0
 EE1794'MILES NORTHWEST OF ACWORTH, AND 9.7 MILES SOUTHWEST OF
 EE1794'WHITE.
 EE1794'
 EE1794'TO REACH FROM THE BARTOW COUNTY COURTHOUSE IN CARTERSVILLE,
 EE1794'PROCEED SOUTH ON EAST ERWIN STREET 1.10 MILES TO OLD MILL ROAD,
 EE1794'PROCEED WEST ON OLD MILL ROAD 0.70 MILES TO MAPLE ROAD, PROCEED
 EE1794'SOUTH ON MAPLE ROAD 100 YARDS TO THE TOP OF THE HILL AND A GAS
 EE1794'RIGHT-OF-WAY MARKER, PROCEED WEST ON THE GAS LINE APPROXIMATELY
 EE1794'75 YARDS TO THE STATION.
 EE1794'
 EE1794'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE FLUSH WITH
 EE1794'THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.87 METERS BELOW
 EE1794'THE STATION.  THE STATION IS LOCATED 2.5 FEET NORTH OF A WITNESS
 EE1794'POST.  49.7 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER.  70.7
 EE1794'FEET EAST OF THREE 4 INCH TREES.
 EE1794'
 EE1794'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE IN CARTERSVILLE,
 EE1794'GO EAST ON WEST CHURCH STREET FOR 0.60 MILES TO U.S. 41.  TURN
 EE1794'RIGHT AND GO SOUTH ON U.S. 41 FOR 0.65 MILES TO THE MARK ON THE
 EE1794'RIGHT SIDE OF THE ROAD.  THE STATION IS A STANDARD DISK STAMPED
 EE1794'008-28 AZI AND SET IN A 10-INCH CONCRETE POST FLUSH WITH THE
 EE1794'GROUND.  THE MARK IS LOCATED 165.2 FEET SOUTH OF A POWER POLE,
 EE1794'55.0 FEET WEST OF THE WEST EDGE OF THE SOUTHBOUND LANE, AND
 EE1794'52.3 FEET NORTH OF A POWER POLE.
 EE1794'
 EE1794'THE STATION AND THE UNDERGROUND MARK ARE STAMPED 008-219.
 EE1794
 EE1794                          STATION RECOVERY (2001)
 EE1794
 EE1794'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1788 ***********************************************************************
 EE1788  DESIGNATION -  BV 008 221
 EE1788  PID         -  EE1788
 EE1788  STATE/COUNTY-  GA/BARTOW
 EE1788  USGS QUAD   -  CARTERSVILLE (1992)
 EE1788
 EE1788                         *CURRENT SURVEY CONTROL
 EE1788  ___________________________________________________________________
 EE1788* NAD 83(1994)-  34 12 29.63797(N)    084 48 18.47317(W)     ADJUSTED  
 EE1788* NAVD 88     -       273.8    (meters)     898.     (feet)  VERTCON   
 EE1788  ___________________________________________________________________
 EE1788  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EE1788  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1788
 EE1788  HORZ ORDER  -  FIRST
 EE1788
 EE1788.The horizontal coordinates were established by classical geodetic methods
 EE1788.and adjusted by the National Geodetic Survey in September 1997..
 EE1788
 EE1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1788
 EE1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1788
 EE1788.The geoid height was determined by GEOID03.
 EE1788
 EE1788;                    North         East     Units Scale Factor Converg.
 EE1788;SPC GA W     -   466,783.745   641,165.319   MT  0.99994266   -0 21 32.2
 EE1788;SPC GA W     - 1,531,439.67  2,103,556.55   sFT  0.99994266   -0 21 32.2
 EE1788;UTM  16      - 3,787,422.948   702,213.770   MT  1.00010407   +1 14 03.8
 EE1788
 EE1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1788!SPC GA W     -   0.99996163  x   0.99994266  =   0.99990429
 EE1788!UTM  16      -   0.99996163  x   1.00010407  =   1.00006569
 EE1788
 EE1788:                Primary Azimuth Mark                     Grid Az
 EE1788:SPC GA W     -  BV 008 221 AZ MK                         162 40 42.5
 EE1788:UTM  16      -  BV 008 221 AZ MK                         161 05 06.5
 EE1788
 EE1788|---------------------------------------------------------------------|
 EE1788| PID    Reference Object                     Distance      Geod. Az  |
 EE1788|                                                           dddmmss.s |
 EE1788| CZ4297 BV 008 221 AZ MK                                   1621910.3 |
 EE1788| EE1786 CARTERSVILLE CO CTHSE DOME          APPROX. 4.7 KM 1714602.5 |
 EE1788| EE1806 CARTERSVILLE GA PWR CO MAST         APPROX. 9.8 KM 2305030.8 |
 EE1788|---------------------------------------------------------------------|
 EE1788
 EE1788                          SUPERSEDED SURVEY CONTROL
 EE1788
 EE1788  NAD 83(1994)-  34 12 29.64265(N)    084 48 18.47538(W) AD(       ) 1
 EE1788  NAD 83(1986)-  34 12 29.64370(N)    084 48 18.47407(W) AD(       ) 1
 EE1788  NAD 27      -  34 12 29.29973(N)    084 48 18.69586(W) AD(       ) 1
 EE1788  NGVD 29 (07/19/86)  273.8    (m)          898.     (f) VERT ANG       
 EE1788
 EE1788.Superseded values are not recommended for survey control.
 EE1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1788.See file dsdata.txt to determine how the superseded data were derived.
 EE1788
 EE1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0221487423(NAD 83)
 EE1788_MARKER: DD = SURVEY DISK
 EE1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1788
 EE1788  HISTORY     - Date     Condition        Report By
 EE1788  HISTORY     - 1972     MONUMENTED       GADT
 EE1788  HISTORY     - 20010828 MARK NOT FOUND   GADT
 EE1788
 EE1788                          STATION DESCRIPTION
 EE1788
 EE1788'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1788'THE STATION IS LOCATED 3.2 MILES NORTH OF CARTERSVILLE, AND 10.2
 EE1788'MILES SOUTH-SOUTHWEST OF THE INTERSECTION OF U.S. 411, STATE
 EE1788'ROUTE 61 AND STATE ROUTE 140 EAST NEAR A LARGE KOA CAMPGROUND
 EE1788'SIGN.
 EE1788'
 EE1788'TO REACH FROM THE INTERSECTION OF STATE ROUTE 20 AND U.S. 411
 EE1788'NORTH OF CARTERSVILLE, GO NORTH ON U.S. 411 FOR 0.30 MILES TO A
 EE1788'Y INTERSECTION (COUNTY ROAD 91021) TO THE LEFT AND A FIELD ROAD
 EE1788'RUNNING WEST TO THE RAILROAD TRACKS.  GO WEST ON THE FIELD
 EE1788'ROAD FOR 0.20 MILES TO THE RAILROAD TRACKS.  CONTINUE AHEAD ON
 EE1788'THE FIELD ROAD WESTERLY ALONG THE EDGE OF A COTTON FIELD FOR
 EE1788'0.20 MILES TO A GAP IN A FENCE.  PASS THRU THE GAP AND GO
 EE1788'NORTHERLY FOR 0.20 MILES TOWARDS THE HIGHEST POINT ON THE HILL
 EE1788'AND THE STATION SITE AT THE WOODSLINE.  A JEEP IS REQUIRED TO
 EE1788'GO THE LAST 0.20 MILES.
 EE1788'
 EE1788'THE STATION IS A STANDARD DISK STAMPED 008-221 AND SET IN
 EE1788'A 10-INCH CYLINDRICAL CONCRETE POST PROJECTING ABOUT 2 INCHES
 EE1788'ABOVE THE GROUND LEVEL.  NO UNDERGROUND MARK WAS SET.
 EE1788'
 EE1788'THE STATION IS LOCATED 40.3 FEET SOUTHEAST OF A 14-INCH BLAZED
 EE1788'OAK TREE, 28.5 FEET SOUTH OF A 10-INCH BLAZED CHERRY TREE, AND
 EE1788'41.3 FEET SOUTHWEST OF A 10-INCH BLAZED OAK TREE.
 EE1788'
 EE1788'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. ROUTE
 EE1788'41 AND U.S. ROUTE 411 NORTH OF CARTERSVILLE, PROCEED WEST ON
 EE1788'U.S. ROUTE 41 (U.S. ROUTE 411) FOR 0.20 MILES TO A BRIDGE OVER
 EE1788'LOUISVILLE AND NASHVILLE RAILROAD TRACKS.  THE MARK IS LOCATED
 EE1788'ON THE NORTHWEST BOUND BRIDGE IN THE TOP OF THE WINGWALL ON
 EE1788'THE SOUTHWEST CORNER OF THE BRIDGE.  THE MARK IS A STANDARD DISK
 EE1788'SET IN DRILL HOLE WITH EPOXY FLUSH WITH THE CONCRETE OF THE
 EE1788'BRIDGE WINGWALL.
 EE1788
 EE1788                          STATION RECOVERY (2001)
 EE1788
 EE1788'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1783 ***********************************************************************
 EE1783  DESIGNATION -  BV 008 222 GAHD 1973
 EE1783  PID         -  EE1783
 EE1783  STATE/COUNTY-  GA/BARTOW
 EE1783  USGS QUAD   -  ALLATOONA DAM (1985)
 EE1783
 EE1783                         *CURRENT SURVEY CONTROL
 EE1783  ___________________________________________________________________
 EE1783* NAD 83(1994)-  34 07 54.83358(N)    084 43 55.34346(W)     ADJUSTED  
 EE1783* NAVD 88     -       404.9    (meters)    1328.     (feet)  VERTCON   
 EE1783  ___________________________________________________________________
 EE1783  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 EE1783  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1783
 EE1783  HORZ ORDER  -  FIRST
 EE1783
 EE1783.The horizontal coordinates were established by classical geodetic methods
 EE1783.and adjusted by the National Geodetic Survey in September 1997..
 EE1783
 EE1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1783
 EE1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1783
 EE1783.The geoid height was determined by GEOID03.
 EE1783
 EE1783;                    North         East     Units Scale Factor Converg.
 EE1783;SPC GA W     -   458,277.211   647,853.887   MT  0.99993351   -0 19 02.1
 EE1783;SPC GA W     - 1,503,531.15  2,125,500.63   sFT  0.99993351   -0 19 02.1
 EE1783;UTM  16      - 3,779,103.967   709,137.326   MT  1.00013919   +1 16 22.9
 EE1783
 EE1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1783!SPC GA W     -   0.99994106  x   0.99993351  =   0.99987457
 EE1783!UTM  16      -   0.99994106  x   1.00013919  =   1.00008024
 EE1783
 EE1783:                Primary Azimuth Mark                     Grid Az
 EE1783:SPC GA W     -  CARTERSVILLE CO CTHSE DOME               302 15 22.7
 EE1783:UTM  16      -  CARTERSVILLE CO CTHSE DOME               300 39 57.7
 EE1783
 EE1783|---------------------------------------------------------------------|
 EE1783| PID    Reference Object                     Distance      Geod. Az  |
 EE1783|                                                           dddmmss.s |
 EE1783| EE1786 CARTERSVILLE CO CTHSE DOME          APPROX. 7.1 KM 3015620.6 |
 EE1783| EE1790 CARTERSVILLE GOODYEAR CO TANK       APPROX. 9.6 KM 3030452.6 |
 EE1783| EE1793 CARTERSVILLE CABLE TV MAST          APPROX. 5.9 KM 3030632.1 |
 EE1783|---------------------------------------------------------------------|
 EE1783
 EE1783                          SUPERSEDED SURVEY CONTROL
 EE1783
 EE1783  NAD 83(1994)-  34 07 54.83841(N)    084 43 55.34505(W) AD(       ) 1
 EE1783  NAD 83(1986)-  34 07 54.83934(N)    084 43 55.34400(W) AD(       ) 1
 EE1783  NAD 27      -  34 07 54.48704(N)    084 43 55.57242(W) AD(       ) 1
 EE1783  NGVD 29 (07/19/86)  404.9    (m)         1328.     (f) VERT ANG       
 EE1783
 EE1783.Superseded values are not recommended for survey control.
 EE1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1783.See file dsdata.txt to determine how the superseded data were derived.
 EE1783
 EE1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0913779104(NAD 83)
 EE1783_MARKER: DD = SURVEY DISK
 EE1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1783+STABILITY: SURFACE MOTION
 EE1783
 EE1783  HISTORY     - Date     Condition        Report By
 EE1783  HISTORY     - 1973     MONUMENTED       GADT
 EE1783
 EE1783                          STATION DESCRIPTION
 EE1783
 EE1783'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1783'THE STATION IS LOCATED 4.0 MILES SOUTHEAST OF CARTERSVILLE, 5.5
 EE1783'MILES NORTHWEST OF ACWORTH, AND 10.2 MILES NORTHWEST OF
 EE1783'KENNESAW ON SIGNAL MOUNTAIN.
 EE1783'
 EE1783'TO REACH FROM THE BARTOW COUNTY COURTHOUSE IN CARTERSVILLE, GO
 EE1783'EAST ON STATE ROUTE 61 SPUR (EAST MAIN STREET) TO U.S. 41.  TURN
 EE1783'RIGHT AND GO SOUTH ON U.S. 41 FOR 2.5 MILES TO STATE ROUTE
 EE1783'294.  CONTINUE AHEAD IN THE LEFT LANE FOR 0.50 MILE TO COUNTY
 EE1783'ROAD 91665 ON THE LEFT AND A SIGN THAT READS RED TOP
 EE1783'MOUNTAIN-GEORGE W. CARVER STATE PARKS.  TURN LEFT ON COUNTY
 EE1783'ROAD 91665 AND GO EAST FOR 1.45 MILE TO A WOODS ROAD ON THE
 EE1783'RIGHT AT THE TOP OF A HILL.  TURN RIGHT ON WOODS ROAD AND GO
 EE1783'SOUTH FOR 0.65 MILE TO A T ROAD ON THE RIGHT.  TAKE RIGHT
 EE1783'(DOWN HILL) AND CONTINUE AHEAD FOR 0.40 MILE TO A FORK.  KEEP
 EE1783'RIGHT AND GO UP HILL FOR 0.15 MILE TO THE TOP OF THE HILL
 EE1783'AND THE STATION ON THE RIGHT NORTHWEST OF AN ABANDONED LOT
 EE1783'FOUNDATION.
 EE1783'
 EE1783'THE STATION IS A STANDARD DISK STAMPED 088-222 AND SET IN A
 EE1783'10-CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE1783'UNDERGROUND MARK, STAMPED 088-222, WAS SET IN AN IRREGULAR
 EE1783'MASS OF CONCRETE 0.86 METERS BELOW THE STATION.
 EE1783'
 EE1783'THE STATION IS LOCATED 12.9 FEET NORTHWEST OF THE NORTHWEST
 EE1783'FOUNDATION, 30.5 FEET NORTHWEST OF THE NORTHEAST FOUNDATION,
 EE1783'39.5 FEET NORTHWEST OF THE SOUTHEAST FOUNDATION, AND 28.1 FEET
 EE1783'NORTHWEST OF THE SOUTHWEST FOUNDATION.
 EE1783'
 EE1783'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1783'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1234 ***********************************************************************
 CL1234  DESIGNATION -  BV 011 16 GADT
 CL1234  PID         -  CL1234
 CL1234  STATE/COUNTY-  GA/BIBB
 CL1234  USGS QUAD   -  MACON EAST (1985)
 CL1234
 CL1234                         *CURRENT SURVEY CONTROL
 CL1234  ___________________________________________________________________
 CL1234* NAD 83(1986)-  32 46 53.     (N)    083 33 56.     (W)     SCALED    
 CL1234* NAVD 88     -        98.878  (meters)     324.40   (feet)  ADJUSTED  
 CL1234  ___________________________________________________________________
 CL1234  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CL1234  DYNAMIC HT  -          98.769 (meters)     324.04  (feet)  COMP
 CL1234  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 CL1234
 CL1234  VERT ORDER  -  FIRST     CLASS II
 CL1234
 CL1234.The horizontal coordinates were scaled from a topographic map and have
 CL1234.an estimated accuracy of +/- 6 seconds.
 CL1234
 CL1234.The orthometric height was determined by differential leveling
 CL1234.and adjusted by the National Geodetic Survey in June 1991..
 CL1234
 CL1234.The geoid height was determined by GEOID03.
 CL1234
 CL1234.The dynamic height is computed by dividing the NAVD 88
 CL1234.geopotential number by the normal gravity value computed on the
 CL1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1234.degrees latitude (g = 980.6199 gals.).
 CL1234
 CL1234.The modeled gravity was interpolated from observed gravity values.
 CL1234
 CL1234;                    North         East    Units  Estimated Accuracy
 CL1234;SPC GA W     -   308,520.      756,310.      MT  (+/- 180 meters Scaled)
 CL1234
 CL1234                          SUPERSEDED SURVEY CONTROL
 CL1234
 CL1234.No superseded survey control is available for this station.
 CL1234
 CL1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS597299(NAD 83)
 CL1234_MARKER: DD = SURVEY DISK
 CL1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1234_SP_SET: CONCRETE POST
 CL1234_STAMPING: B.V. 011-16
 CL1234_PROJECTION: FLUSH
 CL1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1234+STABILITY: SURFACE MOTION
 CL1234
 CL1234  HISTORY     - Date     Condition        Report By
 CL1234  HISTORY     - UNK      MONUMENTED       GADT
 CL1234  HISTORY     - 1979     GOOD             NGS
 CL1234  HISTORY     - 1990     GOOD             USPSQD
 CL1234
 CL1234                          STATION DESCRIPTION
 CL1234
 CL1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1234'7.75 MI SE FROM MACON.
 CL1234'0.85 MILE NORTHEAST ALONG 5TH STREET FROM THE RAILWAY STATION AT
 CL1234'MACON, THENCE 0.75 MILE EAST NORTHEAST ALONG MAIN STREET, THENCE
 CL1234'6.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 TO THE MARK ON THE LEFT,
 CL1234'60 FEET SOUTHEAST OF A HIGHWAY 2 MILE POST, 45 FEET EAST NORTHEAST OF
 CL1234'THE CENTER LINE OF THE HIGHWAY, AND 4 FEET WEST SOUTHWEST OF A FENCE
 CL1234'LINE.
 CL1234'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 CL1234'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CL1234
 CL1234                          STATION RECOVERY (1990)
 CL1234
 CL1234'RECOVERY NOTE BY US POWER SQUADRON 1990 (RG)
 CL1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2773 ***********************************************************************
 CL2773  DESIGNATION -  BV 011 200
 CL2773  PID         -  CL2773
 CL2773  STATE/COUNTY-  GA/BIBB
 CL2773  USGS QUAD   -  MORAN (1974)
 CL2773
 CL2773                         *CURRENT SURVEY CONTROL
 CL2773  ___________________________________________________________________
 CL2773* NAD 83(1994)-  32 49 52.01928(N)    083 53 21.69847(W)     ADJUSTED  
 CL2773* NAVD 88     -       135.     (meters)     443.     (feet)  VERTCON   
 CL2773  ___________________________________________________________________
 CL2773  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CL2773  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CL2773
 CL2773  HORZ ORDER  -  SECOND
 CL2773
 CL2773.The horizontal coordinates were established by classical geodetic methods
 CL2773.and adjusted by the National Geodetic Survey in September 1997..
 CL2773
 CL2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2773
 CL2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2773
 CL2773.The geoid height was determined by GEOID03.
 CL2773
 CL2773;                    North         East     Units Scale Factor Converg.
 CL2773;SPC GA W     -   313,907.634   725,961.840   MT  0.99990831   +0 09 01.2
 CL2773;SPC GA W     - 1,029,878.63  2,381,759.80   sFT  0.99990831   +0 09 01.2
 CL2773;UTM  17      - 3,636,264.124   229,527.312   MT  1.00050214   -1 34 02.9
 CL2773
 CL2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2773!SPC GA W     -   0.99998304  x   0.99990831  =   0.99989135
 CL2773!UTM  17      -   0.99998304  x   1.00050214  =   1.00048517
 CL2773
 CL2773:                Primary Azimuth Mark                     Grid Az
 CL2773:SPC GA W     -  BV 011 200 AZ MK                         303 15 39.2
 CL2773:UTM  17      -  BV 011 200 AZ MK                         304 58 43.3
 CL2773
 CL2773|---------------------------------------------------------------------|
 CL2773| PID    Reference Object                     Distance      Geod. Az  |
 CL2773|                                                           dddmmss.s |
 CL2773| CY7416 BV 011 200 AZ MK                                   3032440.4 |
 CL2773| CL2774 BV 011 200 GADT 1974 PTA             24.969 METERS 34406     |
 CL2773|---------------------------------------------------------------------|
 CL2773
 CL2773                          SUPERSEDED SURVEY CONTROL
 CL2773
 CL2773  NAD 83(1986)-  32 49 52.02431(N)    083 53 21.69691(W) AD(       ) 2
 CL2773  NAD 27      -  32 49 51.52760(N)    083 53 22.02844(W) AD(       ) 2
 CL2773  NGVD 29 (07/19/86)  135.     (m)          443.     (f) VERT ANG       
 CL2773
 CL2773.Superseded values are not recommended for survey control.
 CL2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2773.See file dsdata.txt to determine how the superseded data were derived.
 CL2773
 CL2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2952736264(NAD 83)
 CL2773_MARKER: DD = SURVEY DISK
 CL2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2773
 CL2773  HISTORY     - Date     Condition        Report By
 CL2773  HISTORY     - 1974     MONUMENTED       GADT
 CL2773
 CL2773                          STATION DESCRIPTION
 CL2773
 CL2773'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2773'THE STATION IS LOCATED APPROXIMATELY 10-1/2 MILES NORTHWEST OF
 CL2773'ROBERTA, 15-1/2 MILES WEST-SOUTHWEST OF MACON, AND 14-1/2 MILES
 CL2773'NORTH-NORTHWEST OF BYRON, ON COUNTY RIGHT OF WAY.
 CL2773'
 CL2773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 475 AND
 CL2773'U.S. HIGHWAY 80, LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF MACON,
 CL2773'GO WEST ALONG U.S. HIGHWAY 80 FOR 3.45 MILES TO THE JUNCTION OF
 CL2773'COUNTY ROAD 29 TO THE LEFT.  CONTINUE WESTERLY ALONG U.S. HIGHWAY
 CL2773'80 FOR 2.3 MILES TO THE COMMUNITY OF LIZELLA.  CONTINUE WEST
 CL2773'ALONG U.S. HIGHWAY 80 FOR 1.15 MILES TO THE JUNCTION OF HOPEWELL
 CL2773'ROAD (COUNTY ROAD 90769) TO THE RIGHT.  TURN RIGHT, TRAVELING
 CL2773'NORTH ALONG HOPEWELL ROAD FOR 3.35 MILES TO THE JUNCTION OF
 CL2773'MONTPELIER STATION ROAD (COUNTY ROAD 51) TO THE RIGHT AND THE
 CL2773'STATION ON THE LEFT.
 CL2773'
 CL2773'THE STATION IS LOCATED 35.5 FEET SOUTHWEST OF THE CENTERLINE
 CL2773'OF THE ROAD, 3.5 FEET NORTHEAST OF A WITNESS POST SET AT A
 CL2773'FENCELINE, 112 FEET SOUTHWEST OF A POWER POLE IN THE NORTHEAST
 CL2773'QUADRANT OF THE JUNCTION OF THE ROADS, AND 149 FEET SOUTH OF
 CL2773'ANOTHER POWER POLE ON THE NORTHEAST SIDE OF HOPEWELL ROAD.  THE
 CL2773'STATION IS A STANDARD BRASS DISK STAMPED 011-200, SET IN THE TOP
 CL2773'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2773'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2773'STAMPED 011-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2773'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 CL2773'
 CL2773'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST
 CL2773'ALONG HOPEWELL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.  IT IS
 CL2773'LOCATED 42.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 79.0
 CL2773'FEET SOUTHWEST OF A POWER POLE LOCATED ON THE NORTHEAST SIDE OF
 CL2773'THE ROAD, AND 5.5 FEET NORTHEAST OF A WITNESS POST.  THE MARK IS
 CL2773'A STANDARD DISK STAMPED 011-200 AZMK, SET IN THE TOP OF A 10
 CL2773'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2773'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3394 ***********************************************************************
 AA3394  DESIGNATION -  BV 011 201 RESET
 AA3394  PID         -  AA3394
 AA3394  STATE/COUNTY-  GA/BIBB
 AA3394  USGS QUAD   -  LIZELLA (1985)
 AA3394
 AA3394                         *CURRENT SURVEY CONTROL
 AA3394  ___________________________________________________________________
 AA3394* NAD 83(1994)-  32 51 46.70038(N)    083 50 34.98062(W)     ADJUSTED  
 AA3394* NAVD 88     -       138.     (meters)     453.     (feet)  VERTCON   
 AA3394  ___________________________________________________________________
 AA3394  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AA3394  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA3394
 AA3394  HORZ ORDER  -  SECOND
 AA3394
 AA3394.The horizontal coordinates were established by classical geodetic methods
 AA3394.and adjusted by the National Geodetic Survey in September 1997..
 AA3394
 AA3394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3394
 AA3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3394
 AA3394.The geoid height was determined by GEOID03.
 AA3394
 AA3394;                    North         East     Units Scale Factor Converg.
 AA3394;SPC GA W     -   317,452.502   730,286.702   MT  0.99991131   +0 10 32.2
 AA3394;SPC GA W     - 1,041,508.75  2,395,948.95   sFT  0.99991131   +0 10 32.2
 AA3394;UTM  17      - 3,639,679.670   233,959.096   MT  1.00047281   -1 32 37.1
 AA3394
 AA3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3394!SPC GA W     -   0.99998258  x   0.99991131  =   0.99989389
 AA3394!UTM  17      -   0.99998258  x   1.00047281  =   1.00045538
 AA3394
 AA3394:                Primary Azimuth Mark                     Grid Az
 AA3394:SPC GA W     -  BV 011 201 AZ MK                         180 10 24.6
 AA3394:UTM  17      -  BV 011 201 AZ MK                         181 53 33.9
 AA3394
 AA3394|---------------------------------------------------------------------|
 AA3394| PID    Reference Object                     Distance      Geod. Az  |
 AA3394|                                                           dddmmss.s |
 AA3394| CY7417 BV 011 201 AZ MK                                   1802056.8 |
 AA3394| CL2764 BV 011 201 GADT 1974 PTA             18.288 METERS 22448     |
 AA3394|---------------------------------------------------------------------|
 AA3394
 AA3394                          SUPERSEDED SURVEY CONTROL
 AA3394
 AA3394  NAD 83(1986)-  32 51 46.70533(N)    083 50 34.97903(W) AD(       ) 2
 AA3394  NGVD 29 (07/19/86)  138.     (m)          453.     (f) VERT ANG       
 AA3394
 AA3394.Superseded values are not recommended for survey control.
 AA3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3394.See file dsdata.txt to determine how the superseded data were derived.
 AA3394
 AA3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3395939680(NAD 83)
 AA3394_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3394_STAMPING: BV 011 201 1974 1994
 AA3394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3394+STABILITY: SURFACE MOTION
 AA3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3394+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3394
 AA3394  HISTORY     - Date     Condition        Report By
 AA3394  HISTORY     - 1994     MONUMENTED       NGS
 AA3394
 AA3394                          STATION DESCRIPTION
 AA3394
 AA3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 AA3394'STATION IS LOCATED 13 MILES (20.9 KM) WEST OF MACON ON COUNTY RIGHT OF
 AA3394'WAY.  TO REACH FROM INTERSTATE 475 AND STATE ROUTE 74, 6 MILES (9.7
 AA3394'KM) WEST OF MACON, GO WESTERLY ON SR 74 FOR 7.3 MILES (11.7 KM) TO
 AA3394'BONNER GILBERT ROAD AND TURN LEFT.  ALONG THE WAY AT 3.7 MILES (6.0
 AA3394'KM) THOMASTON ROAD FORKS OFF TO LEFT.  FOLLOW BONNER GILBERT RD 0.2
 AA3394'MILE (0.3 KM) SOUTH TO THE STATION ON THE RIGHT.  SURFACE MARK
 AA3394'REPORTED DESTROYED IN 1991 BY TRIBBLE AND RICHARDSON, RESET WITH
 AA3394'COOPERATION OF BIBB CO ENGINEERING DEPARTMENT IN 1994.  STATION IS 150
 AA3394'FT (45.7 M) SSW OF A DIRT ROAD EAST, 36 FT (11.0 M) WEST OF BONNER
 AA3394'GILBERT RD, 15 FT (4.6 M) EAST AND DIRECTLY IN FRONT OF POLE C1-24,
 AA3394'3.5 FT (1.1 M) EAST OF FENCE AND WITNESS POST, 4 FT (1.2 M) ABOVE RD
 AA3394'AND 0.3 FT (9.1 CM) OR MORE BELOW SIDE SLOPE OF RD.  AZIMUTH MARK IS
 AA3394'0.9 MILE (1.4 KM) FARTHER SOUTH ALONG BONNER GILBERT RD, A GADOT DISK
 AA3394'STAMPED 011-201 AZ MK, 130 FT (39.6 M) NE OF POLE ON WEST SIDE OF RD,
 AA3394'36 FT (11.0 M) EAST OF RD OPPOSITE A DRIVEWAY WEST, 14 FT (4.3 M) NE
 AA3394'OF NORTH END OF 15 INCH PIPE UNDER DRIVEWAY EAST, 2.7 FT (0.8 M) WEST
 AA3394'OF A POLE AND 2 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2687 ***********************************************************************
 CL2687  DESIGNATION -  BV 011 202
 CL2687  PID         -  CL2687
 CL2687  STATE/COUNTY-  GA/BIBB
 CL2687  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2687
 CL2687                         *CURRENT SURVEY CONTROL
 CL2687  ___________________________________________________________________
 CL2687* NAD 83(1994)-  32 42 30.32235(N)    083 42 35.82460(W)     ADJUSTED  
 CL2687* NAVD 88     -       113.     (meters)     371.     (feet)  VERTCON   
 CL2687  ___________________________________________________________________
 CL2687  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CL2687  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CL2687
 CL2687  HORZ ORDER  -  SECOND
 CL2687
 CL2687.The horizontal coordinates were established by classical geodetic methods
 CL2687.and adjusted by the National Geodetic Survey in September 1997..
 CL2687
 CL2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2687
 CL2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2687
 CL2687.The geoid height was determined by GEOID03.
 CL2687
 CL2687;                    North         East     Units Scale Factor Converg.
 CL2687;SPC GA W     -   300,360.383   742,817.265   MT  0.99992260   +0 14 48.5
 CL2687;SPC GA W     -   985,432.36  2,437,059.64   sFT  0.99992260   +0 14 48.5
 CL2687;UTM  17      - 3,622,211.036   245,978.549   MT  1.00039574   -1 27 54.5
 CL2687
 CL2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2687!SPC GA W     -   0.99998651  x   0.99992260  =   0.99990911
 CL2687!UTM  17      -   0.99998651  x   1.00039574  =   1.00038225
 CL2687
 CL2687:                Primary Azimuth Mark                     Grid Az
 CL2687:SPC GA W     -  BV 011 202 AZ MK                         004 26 22.6
 CL2687:UTM  17      -  BV 011 202 AZ MK                         006 09 05.6
 CL2687
 CL2687|---------------------------------------------------------------------|
 CL2687| PID    Reference Object                     Distance      Geod. Az  |
 CL2687|                                                           dddmmss.s |
 CL2687| CY7418 BV 011 202 AZ MK                                   0044111.1 |
 CL2687| CL2688 BV 011 202 GADT 1974 PTA             22.856 METERS 01935     |
 CL2687|---------------------------------------------------------------------|
 CL2687
 CL2687                          SUPERSEDED SURVEY CONTROL
 CL2687
 CL2687  NAD 83(1986)-  32 42 30.32667(N)    083 42 35.82271(W) AD(       ) 2
 CL2687  NAD 27      -  32 42 29.81169(N)    083 42 36.15560(W) AD(       ) 2
 CL2687  NGVD 29 (07/19/86)  113.     (m)          371.     (f) VERT ANG       
 CL2687
 CL2687.Superseded values are not recommended for survey control.
 CL2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2687.See file dsdata.txt to determine how the superseded data were derived.
 CL2687
 CL2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4597922211(NAD 83)
 CL2687_MARKER: DD = SURVEY DISK
 CL2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2687
 CL2687  HISTORY     - Date     Condition        Report By
 CL2687  HISTORY     - 1974     MONUMENTED       GADT
 CL2687
 CL2687                          STATION DESCRIPTION
 CL2687
 CL2687'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2687'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH-NORTHEAST
 CL2687'OF BYRON, 10 MILES SOUTH-SOUTHWEST OF MACON, AND 8-3/4 MILES
 CL2687'NORTHWEST OF WARNER ROBINS ON COUNTY RIGHT OF WAY.
 CL2687'
 CL2687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41
 CL2687'(STATE ROUTE 11) AND STATE ROUTE 49, LOCATED APPROXIMATELY
 CL2687'3-3/4 MILES NORTHEAST OF BYRON, TRAVEL NORTHERLY ALONG STATE
 CL2687'ROUTE 11 FOR 0.9 MILE TO THE ECHECONNEE CREEK BRIDGE.  CONTINUE
 CL2687'NORTH ALONG STATE ROUTE 11 FOR 0.45 MILE TO THE JUNCTION OF
 CL2687'GOODALL MILL ROAD (COUNTY ROAD 1) TO THE LEFT.  TURN LEFT,
 CL2687'TRAVELING NORTHWESTERLY ALONG GOODALL MILL ROAD FOR 0.95 MILE
 CL2687'TO THE STATION ON THE LEFT.
 CL2687'
 CL2687'THE STATION IS LOCATED 37.5 FEET WEST OF THE CENTERLINE OF
 CL2687'THE ROAD, 6.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE,
 CL2687'4.0 FEET EAST OF A WITNESS POST SET AT THE FENCELINE, 151.0 FEET
 CL2687'SOUTHWEST OF A 10 INCH OAK TREE ON THE EAST SIDE OF THE ROAD,
 CL2687'AND 160.5 FEET SOUTHEAST OF A 14 INCH PINE TREE ON THE EAST SIDE
 CL2687'OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 011-202, SET
 CL2687'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2687'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CL2687'DISK STAMPED 011-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2687'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 CL2687'
 CL2687'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTHWESTERLY
 CL2687'ALONG GOODALL MILL ROAD FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 CL2687'ROAD 219 TO THE RIGHT AND THE MARK ON THE RIGHT.  IT IS LOCATED
 CL2687'18.4 FEET NORTH-NORTHEAST OF THE NORTH EDGE OF A CULVERT, 40.0
 CL2687'FEET EAST OF THE CENTERLINE OF GOODALL MILL ROAD, 49.5 FEET
 CL2687'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2687'GOODALL MILL ROAD AND COUNTY ROAD 219, 6.5 FEET NORTH OF A
 CL2687'POWER POLE, AND 5.5 FEET NORTH OF A WITNESS POST.  THE MARK IS
 CL2687'A STANDARD DISK STAMPED 011-202 AZMK, SET IN THE TOP OF A
 CL2687'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2687'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2691 ***********************************************************************
 CL2691  DESIGNATION -  BV 011 203
 CL2691  PID         -  CL2691
 CL2691  STATE/COUNTY-  GA/BIBB
 CL2691  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2691
 CL2691                         *CURRENT SURVEY CONTROL
 CL2691  ___________________________________________________________________
 CL2691* NAD 83(1994)-  32 44 40.13930(N)    083 43 10.55458(W)     ADJUSTED  
 CL2691* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 CL2691  ___________________________________________________________________
 CL2691  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CL2691  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CL2691
 CL2691  HORZ ORDER  -  SECOND
 CL2691
 CL2691.The horizontal coordinates were established by classical geodetic methods
 CL2691.and adjusted by the National Geodetic Survey in September 1997..
 CL2691
 CL2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2691
 CL2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2691
 CL2691.The geoid height was determined by GEOID03.
 CL2691
 CL2691;                    North         East     Units Scale Factor Converg.
 CL2691;SPC GA W     -   304,355.249   741,895.958   MT  0.99992164   +0 14 30.6
 CL2691;SPC GA W     -   998,538.85  2,434,036.99   sFT  0.99992164   +0 14 30.6
 CL2691;UTM  17      - 3,626,233.568   245,176.676   MT  1.00040076   -1 28 18.5
 CL2691
 CL2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2691!SPC GA W     -   0.99997976  x   0.99992164  =   0.99990140
 CL2691!UTM  17      -   0.99997976  x   1.00040076  =   1.00038051
 CL2691
 CL2691:                Primary Azimuth Mark                     Grid Az
 CL2691:SPC GA W     -  BV 011 203 AZ MK                         261 34 39.5
 CL2691:UTM  17      -  BV 011 203 AZ MK                         263 17 28.6
 CL2691
 CL2691|---------------------------------------------------------------------|
 CL2691| PID    Reference Object                     Distance      Geod. Az  |
 CL2691|                                                           dddmmss.s |
 CL2691| CY7419 BV 011 203 AZ MK                                   2614910.1 |
 CL2691|---------------------------------------------------------------------|
 CL2691
 CL2691                          SUPERSEDED SURVEY CONTROL
 CL2691
 CL2691  NAD 83(1986)-  32 44 40.14373(N)    083 43 10.55270(W) AD(       ) 2
 CL2691  NAD 27      -  32 44 39.63002(N)    083 43 10.88880(W) AD(       ) 2
 CL2691  NGVD 29 (07/19/86)  156.0    (m)          512.     (f) VERT ANG       
 CL2691
 CL2691.Superseded values are not recommended for survey control.
 CL2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2691.See file dsdata.txt to determine how the superseded data were derived.
 CL2691
 CL2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4517726234(NAD 83)
 CL2691_MARKER: DD = SURVEY DISK
 CL2691_SETTING: 0 = UNSPECIFIED SETTING
 CL2691
 CL2691  HISTORY     - Date     Condition        Report By
 CL2691  HISTORY     - 1974     MONUMENTED       GADT
 CL2691
 CL2691                          STATION DESCRIPTION
 CL2691
 CL2691'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2691'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTH-NORTHEAST
 CL2691'OF BYRON, 8-1/2 MILES SOUTHWEST OF MACON, AND 11 MILES NORTHWEST
 CL2691'OF WARNER ROBINS ON STATE RIGHT OF WAY.
 CL2691'
 CL2691'THE STATION IS AT THE JUNCTION OF INTERSTATE 75 AND STATE ROUTE
 CL2691'361 (HARTLEY BRIDGE ROAD).  IT IS LOCATED IN THE CONCRETE
 CL2691'TRIANGLE TRAFFIC ISLAND IN THE HARTLEY BRIDGE ROAD ENTRANCE RAMP
 CL2691'TO INTERSTATE 75.
 CL2691'
 CL2691'THE STATION IS A STANDARD BRASS DISK STAMPED 011-203, SET IN A
 CL2691'ONE INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE.  IT
 CL2691'IS LOCATED 159.5 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 CL2691'END WALL OF THE HARTLEY BRIDGE ROAD BRIDGE OVER INTERSTATE 75,
 CL2691'23.6 FEET SOUTH OF THE CENTERLINE OF HARTLEY BRIDGE ROAD, 3.0 FEET
 CL2691'SOUTH OF A WITNESS POST, 13.0 FEET SOUTHWEST OF THE NORTHEAST
 CL2691'CORNER OF THE TRAFFIC ISLAND.  24.1 FEET SOUTHEAST OF THE
 CL2691'NORTHWEST CORNER OF THE ISLAND, AND 27.0 FEET NORTH OF THE SOUTH
 CL2691'CORNER OF THE ISLAND.
 CL2691'
 CL2691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG STATE
 CL2691'ROUTE 361 FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 CL2691'28.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET EAST OF
 CL2691'A POWER POLE, 1.5 FEET EAST OF A WITNESS POST, 13.5 FEET
 CL2691'NORTHEAST OF A TELEPHONE UNDERGROUND CABLE PEDESTAL, AND 36.0
 CL2691'FEET NORTH OF A 20 INCH PINE TREE.  THE MARK IS A STANDARD DISK
 CL2691'STAMPED 011-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2691'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2690 ***********************************************************************
 CL2690  DESIGNATION -  BV 011 204
 CL2690  PID         -  CL2690
 CL2690  STATE/COUNTY-  GA/BIBB
 CL2690  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2690
 CL2690                         *CURRENT SURVEY CONTROL
 CL2690  ___________________________________________________________________
 CL2690* NAD 83(1994)-  32 43 00.27647(N)    083 43 45.40281(W)     ADJUSTED  
 CL2690* NAVD 88     -       125.3    (meters)     411.     (feet)  VERTCON   
 CL2690  ___________________________________________________________________
 CL2690  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CL2690  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CL2690
 CL2690  HORZ ORDER  -  SECOND
 CL2690
 CL2690.The horizontal coordinates were established by classical geodetic methods
 CL2690.and adjusted by the National Geodetic Survey in September 1997..
 CL2690
 CL2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2690
 CL2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2690
 CL2690.The geoid height was determined by GEOID03.
 CL2690
 CL2690;                    North         East     Units Scale Factor Converg.
 CL2690;SPC GA W     -   301,275.411   741,001.502   MT  0.99992072   +0 14 11.1
 CL2690;SPC GA W     -   988,434.41  2,431,102.43   sFT  0.99992072   +0 14 11.1
 CL2690;UTM  17      - 3,623,180.371   244,190.079   MT  1.00040698   -1 28 33.4
 CL2690
 CL2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2690!SPC GA W     -   0.99998456  x   0.99992072  =   0.99990528
 CL2690!UTM  17      -   0.99998456  x   1.00040698  =   1.00039153
 CL2690
 CL2690:                Primary Azimuth Mark                     Grid Az
 CL2690:SPC GA W     -  BV 011 204 AZ MK                         090 10 33.6
 CL2690:UTM  17      -  BV 011 204 AZ MK                         091 53 18.1
 CL2690
 CL2690|---------------------------------------------------------------------|
 CL2690| PID    Reference Object                     Distance      Geod. Az  |
 CL2690|                                                           dddmmss.s |
 CL2690| CY7420 BV 011 204 AZ MK                                   0902444.7 |
 CL2690|---------------------------------------------------------------------|
 CL2690
 CL2690                          SUPERSEDED SURVEY CONTROL
 CL2690
 CL2690  NAD 83(1986)-  32 43 00.28093(N)    083 43 45.40098(W) AD(       ) 2
 CL2690  NAD 27      -  32 42 59.76344(N)    083 43 45.73276(W) AD(       ) 2
 CL2690  NGVD 29 (07/19/86)  125.4    (m)          411.     (f) VERT ANG       
 CL2690
 CL2690.Superseded values are not recommended for survey control.
 CL2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2690.See file dsdata.txt to determine how the superseded data were derived.
 CL2690
 CL2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4419023180(NAD 83)
 CL2690_MARKER: DD = SURVEY DISK
 CL2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2690
 CL2690  HISTORY     - Date     Condition        Report By
 CL2690  HISTORY     - 1974     MONUMENTED       GADT
 CL2690
 CL2690                          STATION DESCRIPTION
 CL2690
 CL2690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2690'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH-NORTHEAST
 CL2690'OF BYRON, 10 MILES SOUTHWEST OF MACON, AND 10-1/4 MILES NORTHWEST
 CL2690'OF WARNER ROBINS ON COUNTY RIGHT OF WAY.
 CL2690'
 CL2690'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2690'STATE ROUTE 361 (HARTLEY BRIDGE ROAD), LOCATED APPROXIMATELY
 CL2690'6-3/4 MILES NORTH OF BYRON, TRAVEL EAST ALONG STATE ROUTE 361 FOR
 CL2690'0.15 MILE TO THE JUNCTION OF SKIPPER ROAD (COUNTY ROAD 2) TO THE
 CL2690'RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY ALONG SKIPPER ROAD FOR
 CL2690'1.1 MILES TO THE JUNCTION OF JONES ROAD (COUNTY ROAD 13) TO THE
 CL2690'LEFT.  CONTINUE SOUTH ALONG SKIPPER ROAD FOR 1.05 MILES TO THE
 CL2690'INTERSECTION OF SARDIS CHURCH ROAD (COUNTY ROAD 90665)
 CL2690'CROSSING.  TURN RIGHT, TRAVELING WESTERLY ALONG SARDIS CHURCH
 CL2690'ROAD FOR 0.2 MILE TO THE JUNCTION OF NOWELL ROAD (COUNTY
 CL2690'ROAD 5) TO THE LEFT.  CONTINUE WEST ALONG SARDIS CHURCH ROAD
 CL2690'FOR 0.1 MILE TO THE SARDIS CHURCH ROAD BRIDGE OVER
 CL2690'INTERSTATE 75 AND THE STATION ON THE RIGHT.
 CL2690'
 CL2690'THE STATION IS LOCATED 17.0 FEET NORTH OF THE CENTERLINE OF
 CL2690'SARDIS CHURCH ROAD, 5.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 CL2690'OF THE NORTHEAST BRIDGE END WALL, 35.2 FEET NORTH-NORTHEAST OF THE
 CL2690'NORTHEAST CORNER OF THE SOUTHEAST BRIDGE END WALL, AND 2.5 FEET
 CL2690'EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 CL2690'011-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2690'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 CL2690'A STANDARD DISK STAMPED 011-204, SET IN AN IRREGULAR MASS OF
 CL2690'CONCRETE APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 CL2690'
 CL2690'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF SKIPPER ROAD AND
 CL2690'SARDIS CHURCH ROAD, TRAVEL EAST ALONG SARDIS CHURCH ROAD FOR 0.3
 CL2690'MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 22.0 FEET NORTH OF
 CL2690'THE CENTERLINE OF THE ROAD, 162.0 FEET SOUTHEAST OF THE SOUTHEAST
 CL2690'CORNER OF A HOUSE, 24.0 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND
 CL2690'22.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL2690'DISK STAMPED 011-204 AZMK, SET IN THE TOP OF A 10 INCH
 CL2690'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2758 ***********************************************************************
 CL2758  DESIGNATION -  BV 011 205
 CL2758  PID         -  CL2758
 CL2758  STATE/COUNTY-  GA/BIBB
 CL2758  USGS QUAD   -  LIZELLA (1985)
 CL2758
 CL2758                         *CURRENT SURVEY CONTROL
 CL2758  ___________________________________________________________________
 CL2758* NAD 83(1994)-  32 45 28.07376(N)    083 47 51.03580(W)     ADJUSTED  
 CL2758* NAVD 88     -       127.     (meters)     417.     (feet)  VERTCON   
 CL2758  ___________________________________________________________________
 CL2758  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CL2758  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CL2758
 CL2758  HORZ ORDER  -  SECOND
 CL2758
 CL2758.The horizontal coordinates were established by classical geodetic methods
 CL2758.and adjusted by the National Geodetic Survey in September 1997..
 CL2758
 CL2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2758
 CL2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2758
 CL2758.The geoid height was determined by GEOID03.
 CL2758
 CL2758;                    North         East     Units Scale Factor Converg.
 CL2758;SPC GA W     -   305,803.631   734,589.473   MT  0.99991475   +0 11 59.1
 CL2758;SPC GA W     - 1,003,290.75  2,410,065.63   sFT  0.99991475   +0 11 59.1
 CL2758;UTM  17      - 3,627,900.682   237,913.110   MT  1.00044707   -1 30 52.4
 CL2758
 CL2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2758!SPC GA W     -   0.99998430  x   0.99991475  =   0.99989905
 CL2758!UTM  17      -   0.99998430  x   1.00044707  =   1.00043136
 CL2758
 CL2758:                Primary Azimuth Mark                     Grid Az
 CL2758:SPC GA W     -  BV 011 205 AZ MK                         297 29 54.2
 CL2758:UTM  17      -  BV 011 205 AZ MK                         299 12 45.7
 CL2758
 CL2758|---------------------------------------------------------------------|
 CL2758| PID    Reference Object                     Distance      Geod. Az  |
 CL2758|                                                           dddmmss.s |
 CL2758| CY7421 BV 011 205 AZ MK                                   2974153.3 |
 CL2758| CL2759 BV 011 205 GADT 1974 PTA             23.608 METERS 33006     |
 CL2758|---------------------------------------------------------------------|
 CL2758
 CL2758                          SUPERSEDED SURVEY CONTROL
 CL2758
 CL2758  NAD 83(1986)-  32 45 28.07818(N)    083 47 51.03406(W) AD(       ) 2
 CL2758  NAD 27      -  32 45 27.56532(N)    083 47 51.36393(W) AD(       ) 2
 CL2758  NGVD 29 (07/19/86)  127.     (m)          417.     (f) VERT ANG       
 CL2758
 CL2758.Superseded values are not recommended for survey control.
 CL2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2758.See file dsdata.txt to determine how the superseded data were derived.
 CL2758
 CL2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3791327901(NAD 83)
 CL2758_MARKER: DD = SURVEY DISK
 CL2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2758
 CL2758  HISTORY     - Date     Condition        Report By
 CL2758  HISTORY     - 1974     MONUMENTED       GADT
 CL2758
 CL2758                          STATION DESCRIPTION
 CL2758
 CL2758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2758'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES WEST-NORTHWEST
 CL2758'OF BYRON, 11-1/2 MILES SOUTHWEST OF MACON, AND 12-1/2 MILES
 CL2758'EAST-NORTHEAST OF ROBERTA ON COUNTY RIGHT OF WAY.
 CL2758'
 CL2758'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2758'STATE ROUTE 361 (HARTLEY BRIDGE ROAD), LOCATED APPROXIMATELY
 CL2758'6-3/4 MILES NORTH OF BYRON, GO WEST ALONG STATE ROUTE 361 FOR
 CL2758'0.9 MILE TO THE JUNCTION OF HARTLEY BRIDGE ROAD TO THE LEFT AND
 CL2758'STATE ROUTE 361 (MOUNT PLEASANT ROAD) TO THE RIGHT.  PROCEED WEST
 CL2758'ALONG STATE ROUTE 361 FOR 2-1/2 MILES TO THE JUNCTION OF FULTON
 CL2758'MILL ROAD CROSSING (STATE ROUTE 361 TO THE RIGHT AND BETHEL
 CL2758'CHURCH ROAD (COUNTY ROAD 90769) AHEAD).  CONTINUE AHEAD, GOING
 CL2758'WEST ALONG BETHEL CHURCH ROAD FOR 1.5 MILES TO THE JUNCTION
 CL2758'OF DIXON ROAD (COUNTY ROAD 28) CROSSING.  TURN LEFT, GOING
 CL2758'SOUTH ALONG DIXON ROAD FOR 1.45 MILES TO ITS TERMINATION AT
 CL2758'THE JUNCTION OF RODGERS ROAD (COUNTY ROAD 91994) CROSSING.
 CL2758'TURN LEFT, GOING WEST ALONG RODGERS ROAD FOR 0.25 MILE TO THE
 CL2758'STATION ON THE LEFT.
 CL2758'
 CL2758'THE STATION IS LOCATED 36 FEET SOUTH OF THE CENTERLINE OF THE
 CL2758'ROAD, 5.3 FEET NORTH OF A WITNESS POST SET AT A FENCELINE, 80.0
 CL2758'FEET SOUTH-SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE
 CL2758'ROAD, AND 152.0 FEET SOUTHWEST OF ANOTHER POWER POLE ON THE
 CL2758'NORTH SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED
 CL2758'011-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2758'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 CL2758'A STANDARD DISK STAMPED 011-205, SET IN AN IRREGULAR MASS OF
 CL2758'CONCRETE APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 CL2758'
 CL2758'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ALONG RODGERS
 CL2758'ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT ON TOP OF A 10 FOOT CUT
 CL2758'BANK.  THE MARK IS LOCATED 38.2 FEET SOUTHWEST OF THE CENTERLINE
 CL2758'OF THE ROAD, 4.5 FEET NORTH OF A POWER POLE, 94.0 FEET SOUTHEAST
 CL2758'OF ANOTHER POWR POLE, AND 3.0 FEET NORTHEAST OF A WITNESS POST
 CL2758'SET AT A FENCELINE.  THE MARK IS A STANDARD DISK STAMPED 011-205
 CL2758'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2758'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2621 ***********************************************************************
 CL2621  DESIGNATION -  BV 011 206
 CL2621  PID         -  CL2621
 CL2621  STATE/COUNTY-  GA/BIBB
 CL2621  USGS QUAD   -  MACON WEST (1985)
 CL2621
 CL2621                         *CURRENT SURVEY CONTROL
 CL2621  ___________________________________________________________________
 CL2621* NAD 83(1994)-  32 48 18.65632(N)    083 44 53.67774(W)     ADJUSTED  
 CL2621* NAVD 88     -       130.     (meters)     427.     (feet)  VERTCON   
 CL2621  ___________________________________________________________________
 CL2621  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CL2621  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CL2621
 CL2621  HORZ ORDER  -  SECOND
 CL2621
 CL2621.The horizontal coordinates were established by classical geodetic methods
 CL2621.and adjusted by the National Geodetic Survey in September 1997..
 CL2621
 CL2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2621
 CL2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2621
 CL2621.The geoid height was determined by GEOID03.
 CL2621
 CL2621;                    North         East     Units Scale Factor Converg.
 CL2621;SPC GA W     -   311,075.249   739,184.897   MT  0.99991893   +0 13 36.1
 CL2621;SPC GA W     - 1,020,586.05  2,425,142.45   sFT  0.99991893   +0 13 36.1
 CL2621;UTM  17      - 3,633,035.018   242,666.726   MT  1.00041661   -1 29 23.2
 CL2621
 CL2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2621!SPC GA W     -   0.99998384  x   0.99991893  =   0.99990277
 CL2621!UTM  17      -   0.99998384  x   1.00041661  =   1.00040045
 CL2621
 CL2621:                Primary Azimuth Mark                     Grid Az
 CL2621:SPC GA W     -  BV 011 206 AZ MK                         180 59 55.3
 CL2621:UTM  17      -  BV 011 206 AZ MK                         182 42 54.6
 CL2621
 CL2621|---------------------------------------------------------------------|
 CL2621| PID    Reference Object                     Distance      Geod. Az  |
 CL2621|                                                           dddmmss.s |
 CL2621| CY7422 BV 011 206 AZ MK                                   1811331.4 |
 CL2621| CL2620 BV 011 206 GADT 1974 PTA             28.534 METERS 21430     |
 CL2621|---------------------------------------------------------------------|
 CL2621
 CL2621                          SUPERSEDED SURVEY CONTROL
 CL2621
 CL2621  NAD 83(1986)-  32 48 18.66075(N)    083 44 53.67599(W) AD(       ) 2
 CL2621  NAD 27      -  32 48 18.15249(N)    083 44 54.01256(W) AD(       ) 2
 CL2621  NGVD 29 (07/19/86)  130.     (m)          427.     (f) VERT ANG       
 CL2621
 CL2621.Superseded values are not recommended for survey control.
 CL2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2621.See file dsdata.txt to determine how the superseded data were derived.
 CL2621
 CL2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4266733035(NAD 83)
 CL2621_MARKER: DD = SURVEY DISK
 CL2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2621+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 CL2621
 CL2621  HISTORY     - Date     Condition        Report By
 CL2621  HISTORY     - 1974     MONUMENTED       GADT
 CL2621  HISTORY     - 20040920 GOOD             METRIC
 CL2621
 CL2621                          STATION DESCRIPTION
 CL2621
 CL2621'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2621'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES WEST-SOUTHWEST
 CL2621'OF MACON, 10-1/2 MILES NORTH OF BYRON, AND 10-1/4 MILES SOUTH
 CL2621'OF BOLINGBROKE ON STATE RIGHT OF WAY.
 CL2621'
 CL2621'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 475 AND
 CL2621'U.S. HIGHWAY 80, APPROXIMATELY 6.0 MILES WEST OF MACON, GO
 CL2621'WEST ALONG U.S. HIGHWAY 80 FOR 0.7 MILE TO THE JUNCTION OF IVEY
 CL2621'DRIVE (COUNTY ROAD 46) TO THE RIGHT.  CONTINUE WEST ALONG
 CL2621'U.S. HIGHWAY 80 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 CL2621'RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 0.25 MILE TO
 CL2621'THE JUNCTION OF STATE ROUTE 361 (FULTON MILL ROAD)
 CL2621'CROSSING.  TURN RIGHT, TRAVELING NORTHEASTERLY ALONG STATE
 CL2621'ROUTE 361 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 CL2621'
 CL2621'THE STATION IS A STANDARD BRASS DISK STAMPED 011-206, SET IN
 CL2621'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2621'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CL2621'DISK STAMPED 011-206, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2621'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2621'IS LOCATED 31.0 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 CL2621'361, 52.5 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2621'CENTERLINES OF A DRIVEWAY TO THE NORTHEAST AND THE HIGHWAY,
 CL2621'2.5 FEET SOUTHEAST OF A WITNESS POST, 58.2 FEET SOUTHWEST OF
 CL2621'THE SOUTHEAST CORNER OF A FENCELINE NORTHEAST OF THE
 CL2621'DRIVEWAY, AND 76.5 FEET SOUTHWEST OF A POWER POLE LOCATED
 CL2621'NORTHEAST OF THE DRIVEWAY.
 CL2621'
 CL2621'THE AZIMUTH MARK IS LOCATED 177.0 FEET NORTHEAST OF HIGHWAY
 CL2621'MILE POST 7, 89.3 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 CL2621'80 WESTBOUND LANE, 69.0 FEET NORTHWEST OF THE Y FORK OF A
 CL2621'CONCRETE DITCH, AND 2.7 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL2621'STANDARD DISK STAMPED 011-206 AZMK, SET IN THE TOP OF A 10 INCH
 CL2621'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CL2621
 CL2621                          STATION RECOVERY (2004)
 CL2621
 CL2621'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2762 ***********************************************************************
 CL2762  DESIGNATION -  BV 011 207
 CL2762  PID         -  CL2762
 CL2762  STATE/COUNTY-  GA/BIBB
 CL2762  USGS QUAD   -  LIZELLA (1985)
 CL2762
 CL2762                         *CURRENT SURVEY CONTROL
 CL2762  ___________________________________________________________________
 CL2762* NAD 83(1994)-  32 50 56.85667(N)    083 46 50.64803(W)     ADJUSTED  
 CL2762* NAVD 88     -       162.     (meters)     531.     (feet)  VERTCON   
 CL2762  ___________________________________________________________________
 CL2762  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CL2762  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CL2762
 CL2762  HORZ ORDER  -  SECOND
 CL2762
 CL2762.The horizontal coordinates were established by classical geodetic methods
 CL2762.and adjusted by the National Geodetic Survey in September 1997..
 CL2762
 CL2762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2762
 CL2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2762
 CL2762.The geoid height was determined by GEOID03.
 CL2762
 CL2762;                    North         East     Units Scale Factor Converg.
 CL2762;SPC GA W     -   315,936.747   736,124.262   MT  0.99991609   +0 12 33.6
 CL2762;SPC GA W     - 1,036,535.81  2,415,101.02   sFT  0.99991609   +0 12 33.6
 CL2762;UTM  17      - 3,637,988.581   239,751.691   MT  1.00043521   -1 30 33.1
 CL2762
 CL2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2762!SPC GA W     -   0.99997882  x   0.99991609  =   0.99989491
 CL2762!UTM  17      -   0.99997882  x   1.00043521  =   1.00041402
 CL2762
 CL2762|---------------------------------------------------------------------|
 CL2762| PID    Reference Object                     Distance      Geod. Az  |
 CL2762|                                                           dddmmss.s |
 CL2762| CL2763 BV 011 207 GADT 1974 PTA             19.796 METERS 29449     |
 CL2762| CY7423 BV 011 207 AZ MK                                   3474154.5 |
 CL2762|---------------------------------------------------------------------|
 CL2762
 CL2762                          SUPERSEDED SURVEY CONTROL
 CL2762
 CL2762  NAD 83(1986)-  32 50 56.86109(N)    083 46 50.64621(W) AD(       ) 2
 CL2762  NAD 27      -  32 50 56.35661(N)    083 46 50.97880(W) AD(       ) 2
 CL2762  NGVD 29 (07/19/86)  162.     (m)          531.     (f) VERT ANG       
 CL2762
 CL2762.Superseded values are not recommended for survey control.
 CL2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2762.See file dsdata.txt to determine how the superseded data were derived.
 CL2762
 CL2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3975237989(NAD 83)
 CL2762_MARKER: DD = SURVEY DISK
 CL2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2762
 CL2762  HISTORY     - Date     Condition        Report By
 CL2762  HISTORY     - 1974     MONUMENTED       GADT
 CL2762
 CL2762                          STATION DESCRIPTION
 CL2762
 CL2762'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2762'THE STATION IS LOCATED APPROXIMATELY 7 MILES SOUTH-SOUTHEAST OF
 CL2762'BOLINGBROKE, 8-1/4 MILES WEST-NORTHWEST OF MACON, AND 13-1/2
 CL2762'MILES NORTH OF BYRON, ON COUNTY RIGHT OF WAY.
 CL2762'
 CL2762'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 475 AND
 CL2762'STATE ROUTE 74, APPROXIMATELY 6 MILES WEST OF MACON, TRAVEL
 CL2762'WESTERLY ALONG STATE ROUTE 74 FOR 0.7 MILE TO THE JUNCTION OF
 CL2762'STATE ROUTE 361 (TUCKER ROAD TO THE RIGHT AND HEATH ROAD ON THE
 CL2762'LEFT).  CONTINUE WESTERLY ALONG STATE ROUTE 74 FOR 2.65 MILES
 CL2762'TO THE JUNCTION OF RAINEY ROAD (COUNTY ROAD 47) TO THE
 CL2762'LEFT.  TURN LEFT, TRAVELING SOUTH ALONG RAINEY ROAD FOR 0.02
 CL2762'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ALONG
 CL2762'RAINEY ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CL2762'
 CL2762'THE STATION IS A STANDARD BRASS DISK STAMPED 011-207, SET IN
 CL2762'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2762'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2762'STAMPED 011-207, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2762'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2762'IS LOCATED 31.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 CL2762'ROAD, 5.8 FEET SOUTHEAST OF A POWER POLE, 4.8 FEET SOUTHEAST OF
 CL2762'A WITNESS POST, 11.5 FEET SOUTHWEST OF A 10 INCH PINE TREE,
 CL2762'AND 17.0 FEET NORTHWEST OF A 14 INCH PINE TREE.
 CL2762'
 CL2762'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 011-207 AZMK, SET
 CL2762'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2762'THE SURFACE OF THE GROUND.  IT IS LOCATED 30.7 FEET WEST OF THE
 CL2762'CENTERLINE OF THE ROAD, 3.5 FEET NORTHWEST OF A POWER POLE, 2.5
 CL2762'FEET NORTHWEST OF A WITNESS POST, 42.5 FEET SOUTHWEST OF THE
 CL2762'SOUTHWEST END OF A 24 INCH UNDERGROUND DRAIN PIPE, 152.0 FEET
 CL2762'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2762'STATE ROUTE 74 AND RAINEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2619 ***********************************************************************
 CL2619  DESIGNATION -  BV 011 208
 CL2619  PID         -  CL2619
 CL2619  STATE/COUNTY-  GA/BIBB
 CL2619  USGS QUAD   -  MACON WEST (1985)
 CL2619
 CL2619                         *CURRENT SURVEY CONTROL
 CL2619  ___________________________________________________________________
 CL2619* NAD 83(1994)-  32 46 37.99006(N)    083 41 05.68974(W)     ADJUSTED  
 CL2619* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 CL2619  ___________________________________________________________________
 CL2619  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CL2619  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CL2619
 CL2619  HORZ ORDER  -  SECOND
 CL2619
 CL2619.The horizontal coordinates were established by classical geodetic methods
 CL2619.and adjusted by the National Geodetic Survey in September 1997..
 CL2619
 CL2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2619
 CL2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2619
 CL2619.The geoid height was determined by GEOID03.
 CL2619
 CL2619;                    North         East     Units Scale Factor Converg.
 CL2619;SPC GA W     -   307,999.655   745,129.865   MT  0.99992511   +0 15 38.9
 CL2619;SPC GA W     - 1,010,495.53  2,444,646.90   sFT  0.99992511   +0 15 38.9
 CL2619;UTM  17      - 3,629,781.251   248,519.726   MT  1.00037988   -1 27 15.5
 CL2619
 CL2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2619!SPC GA W     -   0.99998814  x   0.99992511  =   0.99991325
 CL2619!UTM  17      -   0.99998814  x   1.00037988  =   1.00036801
 CL2619
 CL2619:                Primary Azimuth Mark                     Grid Az
 CL2619:SPC GA W     -  BV 011 208 AZ MK                         233 14 10.1
 CL2619:UTM  17      -  BV 011 208 AZ MK                         234 57 04.5
 CL2619
 CL2619|---------------------------------------------------------------------|
 CL2619| PID    Reference Object                     Distance      Geod. Az  |
 CL2619|                                                           dddmmss.s |
 CL2619| CY7424 BV 011 208 AZ MK                                   2332949.0 |
 CL2619|---------------------------------------------------------------------|
 CL2619
 CL2619                          SUPERSEDED SURVEY CONTROL
 CL2619
 CL2619  NAD 83(1986)-  32 46 37.99457(N)    083 41 05.68798(W) AD(       ) 2
 CL2619  NAD 27      -  32 46 37.48702(N)    083 41 06.02889(W) AD(       ) 2
 CL2619  NGVD 29 (07/19/86)  102.7    (m)          337.     (f) VERT ANG       
 CL2619
 CL2619.Superseded values are not recommended for survey control.
 CL2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2619.See file dsdata.txt to determine how the superseded data were derived.
 CL2619
 CL2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4852029781(NAD 83)
 CL2619_MARKER: DD = SURVEY DISK
 CL2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2619
 CL2619  HISTORY     - Date     Condition        Report By
 CL2619  HISTORY     - 1974     MONUMENTED       GADT
 CL2619
 CL2619                          STATION DESCRIPTION
 CL2619
 CL2619'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2619'THE STATION IS LOCATED 5 MILES SOUTH-SOUTHWEST OF MACON, 9-1/2
 CL2619'MILES NORTH-NORTHEAST OF BYRON, AND 12 MILES NORTH-NORTHWEST OF
 CL2619'WARNER ROBINS ON STATE RIGHT OF WAY.
 CL2619'
 CL2619'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2619'U.S. HIGHWAY 41 (STATE ROUTE 247, PIONONO AVENUE) IN SOUTH
 CL2619'MACON, TRAVEL SOUTH ALONG INTERSTATE 75 FOR 1.25 MILES TO THE
 CL2619'STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 CL2619'
 CL2619'THE STATION IS A STANDARD BRASS DISK STAMPED 011-208, SET IN
 CL2619'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2619'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2619'STAMPED 011-208, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2619'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2619'IS LOCATED 29.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL2619'SOUTHBOUND LANE OF INTERSTATE 75, 59.0 FEET NORTHWEST OF THE
 CL2619'CENTERLINE OF THE NORTHBOUND LANE, 715.0 FEET SOUTH OF THE
 CL2619'SOUTHBOUND HIGHWAY MILE POST 159, AND 457.0 FEET SOUTHWEST OF
 CL2619'THE NORTHWEST LEG OF A U.S. HIGHWAY 41 AND STATE ROUTE 247 1
 CL2619'MILE EXIT SIGN.
 CL2619'
 CL2619'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 CL2619'ALONG INTERSTATE 75 FOR 0.75 MILE TO THE MARK AT THE SOUTHWEST
 CL2619'CORNER OF A BRIDGE OVER A CREEK IN THE 1.0 FOOT HIGH BRIDGE
 CL2619'WING WALL.  IT IS A STANDARD DISK STAMPED 011-208 AZMK, SET IN
 CL2619'A 1 INCH DRILL HOLE.  IT IS LOCATED 26.0 FEET SOUTHEAST OF THE
 CL2619'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 1.3 FEET EAST
 CL2619'OF THE WEST CORNER OF THE WING WALL, 1.3 FEET NORTH OF THE
 CL2619'SOUTH CORNER OF THE WING WALL, 1.1 FEET WEST OF A WITNESS
 CL2619'POST, AND 4.1 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTH
 CL2619'BRIDGE END WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2596 ***********************************************************************
 CL2596  DESIGNATION -  BV 011 209
 CL2596  PID         -  CL2596
 CL2596  STATE/COUNTY-  GA/BIBB
 CL2596  USGS QUAD   -  MACON EAST (1985)
 CL2596
 CL2596                         *CURRENT SURVEY CONTROL
 CL2596  ___________________________________________________________________
 CL2596* NAD 83(1994)-  32 48 39.89146(N)    083 34 07.54413(W)     ADJUSTED  
 CL2596* NAVD 88     -       119.     (meters)     390.     (feet)  VERTCON   
 CL2596  ___________________________________________________________________
 CL2596  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CL2596  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CL2596
 CL2596  HORZ ORDER  -  SECOND
 CL2596
 CL2596.The horizontal coordinates were established by classical geodetic methods
 CL2596.and adjusted by the National Geodetic Survey in September 1997..
 CL2596
 CL2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2596
 CL2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2596
 CL2596.The geoid height was determined by GEOID03.
 CL2596
 CL2596;                    North         East     Units Scale Factor Converg.
 CL2596;SPC GA W     -   311,810.135   755,989.689   MT  0.99993864   +0 19 26.4
 CL2596;SPC GA W     - 1,022,997.08  2,480,276.17   sFT  0.99993864   +0 19 26.4
 CL2596;UTM  17      - 3,633,266.292   259,493.327   MT  1.00031329   -1 23 33.4
 CL2596
 CL2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2596!SPC GA W     -   0.99998560  x   0.99993864  =   0.99992424
 CL2596!UTM  17      -   0.99998560  x   1.00031329  =   1.00029889
 CL2596
 CL2596:                Primary Azimuth Mark                     Grid Az
 CL2596:SPC GA W     -  MACON TV STA WMAZ MAST                   171 30 22.7
 CL2596:UTM  17      -  MACON TV STA WMAZ MAST                   173 13 22.5
 CL2596
 CL2596|---------------------------------------------------------------------|
 CL2596| PID    Reference Object                     Distance      Geod. Az  |
 CL2596|                                                           dddmmss.s |
 CL2596| CL2594 MACON TV STA WMAZ MAST              APPROX. 6.5 KM 1714949.1 |
 CL2596| CL2595 BV 011 209 GADT 1974 PTA             27.408 METERS 17212     |
 CL2596| CL1236 BV 011 209 AZ MK                                   1802806.9 |
 CL2596|---------------------------------------------------------------------|
 CL2596
 CL2596                          SUPERSEDED SURVEY CONTROL
 CL2596
 CL2596  NAD 83(1986)-  32 48 39.89589(N)    083 34 07.54248(W) AD(       ) 2
 CL2596  NAD 27      -  32 48 39.39699(N)    083 34 07.88852(W) AD(       ) 2
 CL2596  NGVD 29 (07/19/86)  119.     (m)          390.     (f) VERT ANG       
 CL2596
 CL2596.Superseded values are not recommended for survey control.
 CL2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2596.See file dsdata.txt to determine how the superseded data were derived.
 CL2596
 CL2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5949333266(NAD 83)
 CL2596_MARKER: DD = SURVEY DISK
 CL2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2596_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2596
 CL2596  HISTORY     - Date     Condition        Report By
 CL2596  HISTORY     - 1974     MONUMENTED       GADT
 CL2596
 CL2596                          STATION DESCRIPTION
 CL2596
 CL2596'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2596'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 CL2596'MACON, 15-1/2 MILES NORTHEAST OF BYRON, AND 13-1/2 MILES NORTH
 CL2596'OF WARNER ROBINS ON STATE RIGHT OF WAY.
 CL2596'
 CL2596'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 16 AND
 CL2596'U.S. HIGHWAY 129 LOCATED ABOUT 4 MILES SOUTHWEST OF MACON, GO
 CL2596'NORTH ALONG U.S. HIGHWAY 129 FOR 0.35 MILE TO A RAILROAD
 CL2596'UNDERPASS BRIDGE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CL2596'NORTH ALONG U.S. HIGHWAY 129 FOR 0.5 MILE TO THE STATION ON THE
 CL2596'RIGHT.
 CL2596'
 CL2596'THE STATION IS LOCATED 61.5 FEET EAST OF THE CENTERLINE OF THE
 CL2596'NORTHBOUND LANE OF THE HIGHWAY, 27.5 FEET NORTH OF THE
 CL2596'CENTERLINE OF A DRIVEWAY TO THE EAST, 12.5 FEET NORTH OF A
 CL2596'POWER POLE, AND 2.0 FEET WEST OF A WITNESS POST.  IT IS A
 CL2596'STANDARD BRASS DISK STAMPED 011-209, SET IN THE TOP OF A 10
 CL2596'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2596'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2596'011-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2596'0.96 METER BELOW THE SURFACE OF THE GROUND.
 CL2596'
 CL2596'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST BRIDGE ABUTMENT
 CL2596'WING WALL, 23.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 6.4
 CL2596'FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHWEST BRIDGE END
 CL2596'WALL, 2.0 FEET WEST OF THE WEST CURB OF THE HIGHWAY, AND 1.5
 CL2596'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE WING WALL.  THE
 CL2596'MARK IS A STANDARD DISK STAMPED 011-209 AZMK, SET IN A 1 INCH
 CL2596'DRILL HOLE FLUSH WITH THE SURFACE OF THE BRIDGE ABUTMENT WING
 CL2596'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1236 ***********************************************************************
 CL1236  DESIGNATION -  BV 011 209 AZ MK
 CL1236  PID         -  CL1236
 CL1236  STATE/COUNTY-  GA/BIBB
 CL1236  USGS QUAD   -  MACON EAST (1985)
 CL1236
 CL1236                         *CURRENT SURVEY CONTROL
 CL1236  ___________________________________________________________________
 CL1236* NAD 83(1986)-  32 48 14.     (N)    083 34 08.     (W)     SCALED    
 CL1236* NAVD 88     -       104.278  (meters)     342.12   (feet)  ADJUSTED  
 CL1236  ___________________________________________________________________
 CL1236  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CL1236  DYNAMIC HT  -         104.163 (meters)     341.74  (feet)  COMP
 CL1236  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CL1236
 CL1236  VERT ORDER  -  FIRST     CLASS II
 CL1236
 CL1236.The horizontal coordinates were scaled from a topographic map and have
 CL1236.an estimated accuracy of +/- 6 seconds.
 CL1236
 CL1236.The orthometric height was determined by differential leveling
 CL1236.and adjusted by the National Geodetic Survey in June 1991..
 CL1236
 CL1236.The geoid height was determined by GEOID03.
 CL1236
 CL1236.The dynamic height is computed by dividing the NAVD 88
 CL1236.geopotential number by the normal gravity value computed on the
 CL1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1236.degrees latitude (g = 980.6199 gals.).
 CL1236
 CL1236.The modeled gravity was interpolated from observed gravity values.
 CL1236
 CL1236;                    North         East    Units  Estimated Accuracy
 CL1236;SPC GA W     -   311,010.      755,980.      MT  (+/- 180 meters Scaled)
 CL1236
 CL1236                          SUPERSEDED SURVEY CONTROL
 CL1236
 CL1236.No superseded survey control is available for this station.
 CL1236
 CL1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS594324(NAD 83)
 CL1236_MARKER: DD = SURVEY DISK
 CL1236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CL1236_SP_SET: BRIDGE ABUTMENT
 CL1236_STAMPING: B.V. 011-209 AZ MK
 CL1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1236
 CL1236  HISTORY     - Date     Condition        Report By
 CL1236  HISTORY     - 1974     MONUMENTED       GADT
 CL1236  HISTORY     - 1979     GOOD             NGS
 CL1236
 CL1236                          STATION DESCRIPTION
 CL1236
 CL1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1236'6.1 MI SE FROM MACON.
 CL1236'0.85 MILE NORTHEAST ALONG 5TH STREET FROM THE RAILROAD STATION AT
 CL1236'MACON, THENCE 0.75 MILE EAST NORTHEAST ALONG MAIN STREET, THENCE 4.5
 CL1236'MILES SOUTHEAST ALONG U.S. HIGHWAY 23 TO THE MARK ON THE RIGHT, SET
 CL1236'IN THE NORTHWEST ABUTMENT OF THE HIGHWAY OVERPASS BRIDGE OVER THE
 CL1236'SEABOARD COAST LINE RAILROAD, 23.5 FEET WEST OF THE CENTER LINE OF
 CL1236'THE SOUTHBOUND LANE, AND 1.5 FEET SOUTH OF THE NORTH END OF THE
 CL1236'NORTHWEST ABUTMENT.
 CL1236'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2597 ***********************************************************************
 CL2597  DESIGNATION -  BV 011 210
 CL2597  PID         -  CL2597
 CL2597  STATE/COUNTY-  GA/BIBB
 CL2597  USGS QUAD   -  MACON EAST (1985)
 CL2597
 CL2597                         *CURRENT SURVEY CONTROL
 CL2597  ___________________________________________________________________
 CL2597* NAD 83(1994)-  32 51 35.11147(N)    083 36 54.29861(W)     ADJUSTED  
 CL2597* NAVD 88     -       135.     (meters)     443.     (feet)  VERTCON   
 CL2597  ___________________________________________________________________
 CL2597  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CL2597  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CL2597
 CL2597  HORZ ORDER  -  SECOND
 CL2597
 CL2597.The horizontal coordinates were established by classical geodetic methods
 CL2597.and adjusted by the National Geodetic Survey in September 1997..
 CL2597
 CL2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2597
 CL2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2597
 CL2597.The geoid height was determined by GEOID03.
 CL2597
 CL2597;                    North         East     Units Scale Factor Converg.
 CL2597;SPC GA W     -   317,183.945   751,623.838   MT  0.99993285   +0 17 57.4
 CL2597;SPC GA W     - 1,040,627.66  2,465,952.54   sFT  0.99993285   +0 17 57.4
 CL2597;UTM  17      - 3,638,770.704   255,288.882   MT  1.00033845   -1 25 10.6
 CL2597
 CL2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2597!SPC GA W     -   0.99998308  x   0.99993285  =   0.99991593
 CL2597!UTM  17      -   0.99998308  x   1.00033845  =   1.00032152
 CL2597
 CL2597|---------------------------------------------------------------------|
 CL2597| PID    Reference Object                     Distance      Geod. Az  |
 CL2597|                                                           dddmmss.s |
 CL2597| CL2598 BV 011 210 GADT 1974 PTA             29.420 METERS 03544     |
 CL2597| CL2602 MACON JONES CO TANK                 APPROX. 5.4 KM 0724444.6 |
 CL2597| CY7425 BV 011 210 AZ MK                                   0922442.9 |
 CL2597|---------------------------------------------------------------------|
 CL2597
 CL2597                          SUPERSEDED SURVEY CONTROL
 CL2597
 CL2597  NAD 83(1986)-  32 51 35.11628(N)    083 36 54.29749(W) AD(       ) 2
 CL2597  NAD 27      -  32 51 34.62105(N)    083 36 54.64616(W) AD(       ) 2
 CL2597  NGVD 29 (07/19/86)  135.     (m)          443.     (f) VERT ANG       
 CL2597
 CL2597.Superseded values are not recommended for survey control.
 CL2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2597.See file dsdata.txt to determine how the superseded data were derived.
 CL2597
 CL2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5528938771(NAD 83)
 CL2597_MARKER: DD = SURVEY DISK
 CL2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2597+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 CL2597
 CL2597  HISTORY     - Date     Condition        Report By
 CL2597  HISTORY     - 1974     MONUMENTED       GADT
 CL2597  HISTORY     - 20040611 GOOD             METRIC
 CL2597
 CL2597                          STATION DESCRIPTION
 CL2597
 CL2597'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2597'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF MACON AT THE
 CL2597'JUNCTION OF U.S. HIGHWAY 129 (STATE ROUTES 11 AND 22, GRAY
 CL2597'HIGHWAY) AND STATE ROUTE 49 (SHURLING DRIVE) ON STATE RIGHT OF WAY.
 CL2597'
 CL2597'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE
 CL2597'INTERSECTION, 59.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 CL2597'129, 29.5 FEET NORTH OF THE CENTER OF A MANHOLE COVER ON A
 CL2597'CONCRETE DROP INLET ON THE NORTH SIDE OF SHURLING DRIVE, 12.0
 CL2597'FEET NORTHWEST OF A TELEPHONE MANHOLE COVER, 17.0 FEET
 CL2597'SOUTH-SOUTHEAST OF THE NORTH END OF AN 18 INCH UNDERGROUND
 CL2597'CONCRETE CULVERT PIPE, 5.5 FEET NORTH-NORTHEAST OF A POWER
 CL2597'POLE, AND 4.7 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS
 CL2597'A STANDARD BRASS DISK STAMPED 011-210, SET IN THE TOP OF A 10
 CL2597'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2597'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2597'011-210, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2597'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 CL2597'
 CL2597'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 CL2597'STATE ROUTE 49 (SHURLING DRIVE) FOR 0.45 MILE TO THE JUNCTION
 CL2597'OF KITCHENS STREET ON THE RIGHT AND THE MARK ON THE RIGHT.  IT
 CL2597'IS LOCATED 37.0 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 49,
 CL2597'32.0 FEET WEST OF THE CENTERLINE OF KITCHENS STREET, 19.0 FEET
 CL2597'WEST-SOUTHWEST OF THE WEST END OF AN 18 INCH CULVERT PIPE UNDER
 CL2597'KITCHENS STREET, 47.0 FEET WEST OF A POWER POLE, AND 1.5 FEET
 CL2597'NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 CL2597'011-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2597'POST FLUSH WITH THE SURFACE OF THE GROUND.
 CL2597
 CL2597                          STATION RECOVERY (2004)
 CL2597
 CL2597'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2597'MARK IS UNDER TWO INCHES OF SOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2637 ***********************************************************************
 CL2637  DESIGNATION -  BV 011 211
 CL2637  PID         -  CL2637
 CL2637  STATE/COUNTY-  GA/BIBB
 CL2637  USGS QUAD   -  MACON NW (1985)
 CL2637
 CL2637                         *CURRENT SURVEY CONTROL
 CL2637  ___________________________________________________________________
 CL2637* NAD 83(1994)-  32 54 01.47060(N)    083 42 13.21101(W)     ADJUSTED  
 CL2637* NAVD 88     -       135.     (meters)     443.     (feet)  VERTCON   
 CL2637  ___________________________________________________________________
 CL2637  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CL2637  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CL2637
 CL2637  HORZ ORDER  -  SECOND
 CL2637
 CL2637.The horizontal coordinates were established by classical geodetic methods
 CL2637.and adjusted by the National Geodetic Survey in September 1997..
 CL2637
 CL2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2637
 CL2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2637
 CL2637.The geoid height was determined by GEOID03.
 CL2637
 CL2637;                    North         East     Units Scale Factor Converg.
 CL2637;SPC GA W     -   321,652.492   743,312.961   MT  0.99992312   +0 15 05.4
 CL2637;SPC GA W     - 1,055,288.22  2,438,685.94   sFT  0.99992312   +0 15 05.4
 CL2637;UTM  17      - 3,643,488.727   247,112.304   MT  1.00038862   -1 28 09.7
 CL2637
 CL2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2637!SPC GA W     -   0.99998306  x   0.99992312  =   0.99990619
 CL2637!UTM  17      -   0.99998306  x   1.00038862  =   1.00037168
 CL2637
 CL2637|---------------------------------------------------------------------|
 CL2637| PID    Reference Object                     Distance      Geod. Az  |
 CL2637|                                                           dddmmss.s |
 CL2637| CL2636 BV 011 211 GADT 1974 PTA             22.682 METERS 13019     |
 CL2637| CY7426 BV 011 211 AZ MK                                   1624230.3 |
 CL2637|---------------------------------------------------------------------|
 CL2637
 CL2637                          SUPERSEDED SURVEY CONTROL
 CL2637
 CL2637  NAD 83(1986)-  32 54 01.47539(N)    083 42 13.20956(W) AD(       ) 2
 CL2637  NAD 27      -  32 54 00.98151(N)    083 42 13.55899(W) AD(       ) 2
 CL2637  NGVD 29 (07/19/86)  135.     (m)          443.     (f) VERT ANG       
 CL2637
 CL2637.Superseded values are not recommended for survey control.
 CL2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2637.See file dsdata.txt to determine how the superseded data were derived.
 CL2637
 CL2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4711243489(NAD 83)
 CL2637_MARKER: DD = SURVEY DISK
 CL2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2637
 CL2637  HISTORY     - Date     Condition        Report By
 CL2637  HISTORY     - 1974     MONUMENTED       GADT
 CL2637
 CL2637                          STATION DESCRIPTION
 CL2637
 CL2637'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2637'THE STATION IS LOCATED IN NORTH MACON APPROXIMATELY 6-1/2 MILES
 CL2637'NORTHWEST OF THE MACON BUSINESS DISTRICT, AND 6-1/4 MILES
 CL2637'SOUTHEAST OF BOLINGBROKE ON COUNTY RIGHT OF WAY.
 CL2637'
 CL2637'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 247
 CL2637'(PIERCE AVENUE TO THE NORTH AND PIONONO AVENUE TO THE SOUTH)
 CL2637'AND U.S. HIGHWAY 41 (STATE ROUTE 19 AND VINEVILLE AVENUE) IN
 CL2637'MACON, TRAVEL NORTHWESTERLY ALONG U.S. HIGHWAY 41 FOR 2.05
 CL2637'MILES TO THE JUNCTION OF FOREST HILL ROAD TO THE RIGHT.  TURN
 CL2637'RIGHT, GOING NORTHERLY ALONG FOREST HILL ROAD FOR 0.6 MILE TO
 CL2637'THE JUNCTION OF WIMBISH ROAD FORKING TO THE RIGHT.  CONTINUE
 CL2637'ALONG FOREST HILL ROAD FOR 1.0 MILE TO THE JUNCTION OF OLD
 CL2637'LUNDY ROAD REVERSE FORKING TO THE RIGHT.  CONTINUE NORTHERLY
 CL2637'ALONG FOREST HILL ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON
 CL2637'THE LEFT.  CONTINUE NORTHERLY ALONG FOREST HILL ROAD
 CL2637'FOR 0.2 MILE TO THE JUNCTION OF NORTHSIDE DRIVE CROSSING.
 CL2637'CONTINUE NORTHERLY ALONG FOREST HILL ROAD FOR 0.1
 CL2637'MILE TO THE STATION ON THE LEFT.
 CL2637'
 CL2637'THE STATION IS LOCATED 20.5 FEET WEST-SOUTHWEST OF THE
 CL2637'CENTERLINE OF THE ROAD, 12.0 FEET SOUTH-SOUTHEAST OF A
 CL2637'DRIVEWAY, 4.5 FEET EAST-NORTHEAST OF A WITNESS POST, AND 108.0
 CL2637'FEET SOUTH OF A FIRE HYDRANT ON THE EAST SIDE OF THE ROAD.  IT
 CL2637'IS A STANDARD BRASS DISK STAMPED 011-211, SET IN THE TOP OF A
 CL2637'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2637'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2637'011-211 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2637'0.76 METER BELOW THE SURFACE OF THE GROUND.
 CL2637'
 CL2637'THE AZIMUTH MARK IS LOCATED 20.0 FEET WEST-SOUTHWEST OF THE
 CL2637'CENTERLINE OF THE ROAD, 48.0 FEET NORTH OF A POWER POLE, 13.7
 CL2637'FEET EAST OF A WITNESS POST, 19.0 FEET SOUTHEAST OF AN 8 INCH
 CL2637'PINE TREE, 18.6 FEET SOUTHEAST OF AN 18 INCH PINE TREE, AND
 CL2637'71.0 FEET WEST OF A POWER POLE ON THE EAST SIDE OF THE
 CL2637'ROAD.  THE MARK IS A STANDARD DISK STAMPED 011-211 AZMK, SET IN
 CL2637'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2637'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2623 ***********************************************************************
 CL2623  DESIGNATION -  BV 011 212
 CL2623  PID         -  CL2623
 CL2623  STATE/COUNTY-  GA/BIBB
 CL2623  USGS QUAD   -  MACON WEST (1985)
 CL2623
 CL2623                         *CURRENT SURVEY CONTROL
 CL2623  ___________________________________________________________________
 CL2623* NAD 83(1994)-  32 48 35.34839(N)    083 42 20.03401(W)     ADJUSTED  
 CL2623* NAVD 88     -       142.     (meters)     466.     (feet)  VERTCON   
 CL2623  ___________________________________________________________________
 CL2623  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CL2623  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CL2623
 CL2623  HORZ ORDER  -  SECOND
 CL2623
 CL2623.The horizontal coordinates were established by classical geodetic methods
 CL2623.and adjusted by the National Geodetic Survey in September 1997..
 CL2623
 CL2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2623
 CL2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2623
 CL2623.The geoid height was determined by GEOID03.
 CL2623
 CL2623;                    North         East     Units Scale Factor Converg.
 CL2623;SPC GA W     -   311,606.039   743,179.519   MT  0.99992298   +0 14 59.5
 CL2623;SPC GA W     - 1,022,327.48  2,438,248.14   sFT  0.99992298   +0 14 59.5
 CL2623;UTM  17      - 3,633,446.108   246,677.391   MT  1.00039135   -1 28 00.5
 CL2623
 CL2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2623!SPC GA W     -   0.99998196  x   0.99992298  =   0.99990495
 CL2623!UTM  17      -   0.99998196  x   1.00039135  =   1.00037331
 CL2623
 CL2623:                Primary Azimuth Mark                     Grid Az
 CL2623:SPC GA W     -  MACON VINEVILLE AVE MUN TANK             011 44 35.8
 CL2623:UTM  17      -  MACON VINEVILLE AVE MUN TANK             013 27 35.8
 CL2623
 CL2623|---------------------------------------------------------------------|
 CL2623| PID    Reference Object                     Distance      Geod. Az  |
 CL2623|                                                           dddmmss.s |
 CL2623| CL2630 MACON VINEVILLE AVE MUN TANK        APPROX. 6.3 KM 0115935.3 |
 CL2623| CL2624 BV 011 212 GADT 1974 PTA             18.634 METERS 05759     |
 CL2623| CL2627 MACON POLICE DEPT RAD TOWER         APPROX. 7.4 KM 0665623.2 |
 CL2623| CY7427 BV 011 212 AZ MK                                   0675102.1 |
 CL2623| CL2625 MACON CEDAR ST MUN TANK             APPROX. 5.7 KM 0813542.7 |
 CL2623|---------------------------------------------------------------------|
 CL2623
 CL2623                          SUPERSEDED SURVEY CONTROL
 CL2623
 CL2623  NAD 83(1986)-  32 48 35.35326(N)    083 42 20.03251(W) AD(       ) 2
 CL2623  NAD 27      -  32 48 34.85081(N)    083 42 20.37873(W) AD(       ) 2
 CL2623  NGVD 29 (07/19/86)  142.     (m)          466.     (f) VERT ANG       
 CL2623
 CL2623.Superseded values are not recommended for survey control.
 CL2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2623.See file dsdata.txt to determine how the superseded data were derived.
 CL2623
 CL2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4667733446(NAD 83)
 CL2623_MARKER: DD = SURVEY DISK
 CL2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2623
 CL2623  HISTORY     - Date     Condition        Report By
 CL2623  HISTORY     - 1974     MONUMENTED       GADT
 CL2623
 CL2623                          STATION DESCRIPTION
 CL2623
 CL2623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2623'THE STATION IS LOCATED IN MACON, APPROXIMATELY 1/2 MILE SOUTH
 CL2623'OF U.S. HIGHWAY 80 AND 1/4 MILE EAST OF NEW COLUMBUS ROAD ON
 CL2623'PROPERTY OWNED BY THE LIGHTHOUSE OF DELIVERANCE CHURCH,
 CL2623'PASTORED BY DR. ESTELLE GOOD.  PHONE 788-0607.
 CL2623'
 CL2623'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 75 AND
 CL2623'U.S. HIGHWAY 80 IN MACON, TRAVEL WEST ALONG U.S. HIGHWAY 80 FOR
 CL2623'0.4 MILE TO THE CROSSING OF U.S. HIGHWAY 41 AND STATE ROUTE 247
 CL2623'(PIONONO AVENUE).  CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 1.5
 CL2623'MILES TO A BRIDGE OVER ROCKY CREEK.  CONTINUE WEST ALONG
 CL2623'U.S. HIGHWAY 80 FOR 0.6 MILE TO THE JUNCTION OF BLOOMFIELD ROAD
 CL2623'CROSSING.  TURN LEFT ON BLOOMFIELD ROAD, TRAVELING SOUTHERLY
 CL2623'FOR 0.1 MILE TO THE JUNCTION OF BLOOMFIELD DRIVE FORKING TO
 CL2623'THE LEFT.  CONTINUE ALONG BLOOMFIELD ROAD FOR 0.35 MILE TO THE
 CL2623'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ALONG
 CL2623'BLOOMFIELD ROAD FOR 0.05 MILE TO A DRIVEWAY TO THE RIGHT
 CL2623'LEADING TO THE LIGHTHOUSE OF DELIVERANCE CHURCH.  TURN
 CL2623'RIGHT, TRAVELING WEST ALONG THE CHURCH DRIVEWAY FOR 0.1 MILE
 CL2623'TO THE STATION ON TOP OF A 5.0 FOOT CUT BANK AT THE SOUTHWEST
 CL2623'CORNER OF THE CHURCH PARKING LOT.
 CL2623'
 CL2623'THE STATION IS A STANDARD BRASS DISK STAMPED 011-212, SET IN THE
 CL2623'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2623'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2623'011-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2623'0.79 METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 89.5
 CL2623'FEET SOUTH-SOUTHWEST OF A POWER POLE IN THE PARKING LOT, 22.0
 CL2623'FEET NORTH OF THE NORTHWEST CORNER OF A FENCE, 21.0 FEET NORTH
 CL2623'OF A 12 INCH OAK TREE, 182.5 FEET SOUTH-SOUTHWEST OF THE
 CL2623'SOUTHWEST CORNER OF THE BRICK PART OF THE CHURCH BUILDING,
 CL2623'AND 2.0 FEET NORTHEAST OF A WITNESS POST.
 CL2623'
 CL2623'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED 011-212
 CL2623'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2623'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 16.5 FEET
 CL2623'SOUTHEAST OF THE CENTERLINE OF BLOOMFIELD ROAD, 40.0 FEET
 CL2623'SOUTHEAST OF A POWER POLE ON THE OPPOSITE SIDE OF THE ROAD,
 CL2623'41.0 FEET SOUTH-SOUTHEAST OF A FIREPLUG ON THE NORTHWEST SIDE
 CL2623'OF THE ROAD, 19.0 FEET SOUTH-SOUTHEAST OF A DROP INLET, 58.0
 CL2623'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, AND 1.8 FEET
 CL2623'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2622 ***********************************************************************
 CL2622  DESIGNATION -  BV 011 213
 CL2622  PID         -  CL2622
 CL2622  STATE/COUNTY-  GA/BIBB
 CL2622  USGS QUAD   -  MACON WEST (1985)
 CL2622
 CL2622                         *CURRENT SURVEY CONTROL
 CL2622  ___________________________________________________________________
 CL2622* NAD 83(1994)-  32 48 23.15061(N)    083 38 08.78945(W)     ADJUSTED  
 CL2622* NAVD 88     -       110.7    (meters)     363.     (feet)  VERTCON   
 CL2622  ___________________________________________________________________
 CL2622  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CL2622  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CL2622
 CL2622  HORZ ORDER  -  SECOND
 CL2622
 CL2622.The horizontal coordinates were established by classical geodetic methods
 CL2622.and adjusted by the National Geodetic Survey in September 1997..
 CL2622
 CL2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2622
 CL2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2622
 CL2622.The geoid height was determined by GEOID03.
 CL2622
 CL2622;                    North         East     Units Scale Factor Converg.
 CL2622;SPC GA W     -   311,260.964   749,716.925   MT  0.99993047   +0 17 15.5
 CL2622;SPC GA W     - 1,021,195.35  2,459,696.28   sFT  0.99993047   +0 17 15.5
 CL2622;UTM  17      - 3,632,905.121   253,204.427   MT  1.00035109   -1 25 43.7
 CL2622
 CL2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2622!SPC GA W     -   0.99998688  x   0.99993047  =   0.99991735
 CL2622!UTM  17      -   0.99998688  x   1.00035109  =   1.00033796
 CL2622
 CL2622:                Primary Azimuth Mark                     Grid Az
 CL2622:SPC GA W     -  MACON POLICE DEPT RAD TOWER              004 36 46.9
 CL2622:UTM  17      -  MACON POLICE DEPT RAD TOWER              006 19 46.1
 CL2622
 CL2622|---------------------------------------------------------------------|
 CL2622| PID    Reference Object                     Distance      Geod. Az  |
 CL2622|                                                           dddmmss.s |
 CL2622| CL2627 MACON POLICE DEPT RAD TOWER         APPROX. 3.3 KM 0045402.4 |
 CL2622| CL2600 GARRISON                            APPROX. 9.6 KM 0442721.8 |
 CL2622| CL2616 RENNER ECC RESET                    214.202 METERS 18750     |
 CL2622| CY7857 RENNER ECC AZ MK                     13.519 METERS 20206     |
 CL2622| CY7428 BV 011 213 RM 1                      10.685 METERS 29640     |
 CL2622|---------------------------------------------------------------------|
 CL2622
 CL2622                          SUPERSEDED SURVEY CONTROL
 CL2622
 CL2622  NAD 83(1986)-  32 48 23.15507(N)    083 38 08.78821(W) AD(       ) 2
 CL2622  NAD 27      -  32 48 22.65303(N)    083 38 09.12565(W) AD(       ) 2
 CL2622  NGVD 29 (07/19/86)  110.8    (m)          364.     (f) VERT ANG       
 CL2622
 CL2622.Superseded values are not recommended for survey control.
 CL2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2622.See file dsdata.txt to determine how the superseded data were derived.
 CL2622
 CL2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5320432905(NAD 83)
 CL2622_MARKER: DD = SURVEY DISK
 CL2622_SETTING: 0 = UNSPECIFIED SETTING
 CL2622
 CL2622  HISTORY     - Date     Condition        Report By
 CL2622  HISTORY     - 1974     MONUMENTED       GADT
 CL2622
 CL2622                          STATION DESCRIPTION
 CL2622
 CL2622'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2622'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF MACON AT THE
 CL2622'CENTRAL OF GEORGIA WEST YARDS.
 CL2622'
 CL2622'TO REACH THE STATION FROM THE JUNCTION OF MULBERRY STREET
 CL2622'(U.S. HIGHWAY 41 BUS.) AND BROADWAY STREET (U.S. HIGHWAY 41 BUS AND
 CL2622'STATE ROUTES 11 AND 49), IN MACON, GO SOUTH ALONG BROADWAY STREET
 CL2622'FOR 2.3 MILES TO THE JUNCTION OF RAINES AVENUE CROSSING.  TURN
 CL2622'LEFT, GOING EAST ALONG RAINES AVENUE FOR 0.2 MILE TO ITS
 CL2622'TERMINATION AT WATERVILLE ROAD CROSSING.  TURN RIGHT ON
 CL2622'WATERVILLE ROAD, GOING SOUTH FOR 0.1 MILE TO ITS TERMINATION
 CL2622'AT THE JUNCTION OF A VIADUCT OVER THE CENTRAL OF GEORGIA RAILWAY
 CL2622'WEST YARDS TO THE LEFT.  TURN LEFT, GOING EAST ON THE VIADUCT
 CL2622'FOR 0.1 MILE TO ITS TERMINATION AT THE JUNCTION OF TUFT
 CL2622'SPRINGS ROAD CROSSING AND THE STATION.
 CL2622'
 CL2622'THE STATION IS A STANDARD BRASS DISK STAMPED 011-213, SET IN A 1
 CL2622'INCH DRILL HOLE FLUSH WITH THE CONCRETE SURFACE OF THE ROAD.  IT IS
 CL2622'LOCATED AT THE CENTERLINE OF TUFT SPRINGS ROAD, 12.6 FEET WEST OF
 CL2622'A WITNESS SIGN ATTACHED TO THE BRIDGE RAIL ON THE EAST SIDE OF
 CL2622'TUFT SPRINGS ROAD, 41.8 FEET EAST OF THE EAST END OF THE
 CL2622'NORTHEAST BRIDGE END WALL OF THE VIADUCT OVER THE RAILWAY, AND
 CL2622'45.8 FEET NORTHEAST OF THE EAST END OF THE SOUTHEAST BRIDGE
 CL2622'END WALL OF THE VIADUCT.
 CL2622'
 CL2622'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 011-213 RM 1, SET IN
 CL2622'A 1 INCH DRILL HOLE FLUSH WITH THE CONCRETE SURFACE OF A
 CL2622'SIDEWALK.  IT IS LOCATED AT THE CENTER OF THE SIDEWALK AT THE
 CL2622'NORTHWEST SIDE OF THE INTERSECTION OF THE VIADUCT AND TUFT SPRINGS
 CL2622'ROAD, ABOUT 2 METERS NORTHEAST OF THE EAST END OF THE NORTHEAST
 CL2622'BRIDGE END WALL OF THE VIADUCT.
 CL2622'
 CL2622'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  RENNER
 CL2622'ECC 1935 WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2605 ***********************************************************************
 CL2605  DESIGNATION -  BV 011 214
 CL2605  PID         -  CL2605
 CL2605  STATE/COUNTY-  GA/BIBB
 CL2605  USGS QUAD   -  MACON EAST (1985)
 CL2605
 CL2605                         *CURRENT SURVEY CONTROL
 CL2605  ___________________________________________________________________
 CL2605* NAD 83(1994)-  32 48 38.75992(N)    083 30 27.86823(W)     ADJUSTED  
 CL2605* NAVD 88     -       127.     (meters)     417.     (feet)  VERTCON   
 CL2605  ___________________________________________________________________
 CL2605  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CL2605  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CL2605
 CL2605  HORZ ORDER  -  SECOND
 CL2605
 CL2605.The horizontal coordinates were established by classical geodetic methods
 CL2605.and adjusted by the National Geodetic Survey in September 1997..
 CL2605
 CL2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2605
 CL2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2605
 CL2605.The geoid height was determined by GEOID03.
 CL2605
 CL2605;                    North         East     Units Scale Factor Converg.
 CL2605;SPC GA W     -   311,809.242   761,704.217   MT  0.99994693   +0 21 25.4
 CL2605;SPC GA W     - 1,022,994.15  2,499,024.59   sFT  0.99994693   +0 21 25.4
 CL2605;UTM  17      - 3,633,094.158   265,207.284   MT  1.00027980   -1 21 34.1
 CL2605
 CL2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2605!SPC GA W     -   0.99998436  x   0.99994693  =   0.99993129
 CL2605!UTM  17      -   0.99998436  x   1.00027980  =   1.00026415
 CL2605
 CL2605|---------------------------------------------------------------------|
 CL2605| PID    Reference Object                     Distance      Geod. Az  |
 CL2605|                                                           dddmmss.s |
 CL2605| CL2604 BV 011 214 GADT PTA                  19.296 METERS 14009     |
 CL2605| CY7429 BV 011 214 AZ MK                                   2263436.1 |
 CL2605|---------------------------------------------------------------------|
 CL2605
 CL2605                          SUPERSEDED SURVEY CONTROL
 CL2605
 CL2605  NAD 83(1986)-  32 48 38.76441(N)    083 30 27.86666(W) AD(       ) 2
 CL2605  NAD 27      -  32 48 38.26800(N)    083 30 28.21794(W) AD(       ) 2
 CL2605  NGVD 29 (07/19/86)  127.     (m)          417.     (f) VERT ANG       
 CL2605
 CL2605.Superseded values are not recommended for survey control.
 CL2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2605.See file dsdata.txt to determine how the superseded data were derived.
 CL2605
 CL2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6520733094(NAD 83)
 CL2605_MARKER: DD = SURVEY DISK
 CL2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL2605+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2003
 CL2605
 CL2605  HISTORY     - Date     Condition        Report By
 CL2605  HISTORY     - 1976     MONUMENTED       GADT
 CL2605  HISTORY     - 20030117 GOOD             METRIC
 CL2605
 CL2605                          STATION DESCRIPTION
 CL2605
 CL2605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2605'THE STATION IS ABOUT 3/4 MILE NORTHWEST OF DRY BRANCH, 6-3/4
 CL2605'MILES EAST-SOUTHEAST OF MACON, AND 7-1/4 MILES NORTH-NORTHEAST
 CL2605'OF HUBER ON THE PROPERTY OF MR. RALPH CAMERON.
 CL2605'
 CL2605'TO REACH THE STATION FROM THE POST OFFICE IN DRY BRANCH, GO
 CL2605'NORTHWEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 19) FOR 0.95 MILE
 CL2605'TO THE JUNCTION OF GAILU DRIVE TO THE RIGHT AND THE AZIMUTH MARK
 CL2605'ON THE LEFT. TURN RIGHT GOING NORTHEAST ALONG GAILU DRIVE FOR
 CL2605'0.3 MILE TO THE RALPH CAMERON RESIDENCE AND THE STATION ON THE
 CL2605'RIGHT.
 CL2605'
 CL2605'THE STATION IS LOCATED 61 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2605'THE ROAD, 41.5 FEET SOUTHEAST OF A FIRE HYDRANT, 35.0 FEET SOUTH
 CL2605'EAST OF A POWER POLE WITH A TRANSFORMER, 66.4 FEET NORTHEAST OF
 CL2605'THE NORTHERN CORNER OF THE CAMERON RESIDENCE, 31.1 FEET NORTH-
 CL2605'NORTHWEST OF A 10 INCH CHERRY TREE, AND 2.9 FEET NORTHWEST OF A
 CL2605'WITNESS POST. IT IS A STANDARD DISK STAMPED---011-214 1976---,
 CL2605'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 CL2605'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2605'UNDERGROUND STATION IS A STANDARD DISK STAMPED---011-214
 CL2605'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2605'APPROXIMATELY 0.96 METER BELOW THE SURFACE OF THE GROUND.
 CL2605'
 CL2605'THE AZIMUTH MARK IS LOCATED 22 FEET SOUTHWEST OF THE CENTERLINE
 CL2605'OF THE HIGHWAY, 16.5 FEET SOUTHEAST OF A POWER POLE, 13.5 FEET
 CL2605'NORTH-NORTHEAST OF A 6 INCH TWIN DOG WOOD TREE, 38 FEET SOUTH
 CL2605'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF GAILU DRIVE
 CL2605'AND U.S. HIGHWAY 80, AND 1.1 FEET EAST-NORTHEAST OF A WITNESS
 CL2605'POST. IT IS A STANDARD DISK STAMPED---011-214 1976 AZMK---, SET
 CL2605'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH STEEL
 CL2605'RODS EMBEDDED.
 CL2605'
 CL2605'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 CL2605
 CL2605                          STATION RECOVERY (2003)
 CL2605
 CL2605'RECOVERY NOTE BY METRIC SURVEYS 2003 (HLB)
 CL2605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1239 ***********************************************************************
 CL1239  DESIGNATION -  BV 011 51 GADT
 CL1239  PID         -  CL1239
 CL1239  STATE/COUNTY-  GA/BIBB
 CL1239  USGS QUAD   -  MACON EAST (1985)
 CL1239
 CL1239                         *CURRENT SURVEY CONTROL
 CL1239  ___________________________________________________________________
 CL1239* NAD 83(1986)-  32 50 18.     (N)    083 34 32.     (W)     SCALED    
 CL1239* NAVD 88     -       110.038  (meters)     361.02   (feet)  ADJUSTED  
 CL1239  ___________________________________________________________________
 CL1239  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CL1239  DYNAMIC HT  -         109.918 (meters)     360.62  (feet)  COMP
 CL1239  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 CL1239
 CL1239  VERT ORDER  -  FIRST     CLASS II
 CL1239
 CL1239.The horizontal coordinates were scaled from a topographic map and have
 CL1239.an estimated accuracy of +/- 6 seconds.
 CL1239
 CL1239.The orthometric height was determined by differential leveling
 CL1239.and adjusted by the National Geodetic Survey in June 1991..
 CL1239
 CL1239.The geoid height was determined by GEOID03.
 CL1239
 CL1239.The dynamic height is computed by dividing the NAVD 88
 CL1239.geopotential number by the normal gravity value computed on the
 CL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1239.degrees latitude (g = 980.6199 gals.).
 CL1239
 CL1239.The modeled gravity was interpolated from observed gravity values.
 CL1239
 CL1239;                    North         East    Units  Estimated Accuracy
 CL1239;SPC GA W     -   314,830.      755,340.      MT  (+/- 180 meters Scaled)
 CL1239
 CL1239                          SUPERSEDED SURVEY CONTROL
 CL1239
 CL1239.No superseded survey control is available for this station.
 CL1239
 CL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS589363(NAD 83)
 CL1239_MARKER: DD = SURVEY DISK
 CL1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1239_SP_SET: CONCRETE POST
 CL1239_STAMPING: B.V. 011-51
 CL1239_PROJECTION: FLUSH
 CL1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1239+STABILITY: SURFACE MOTION
 CL1239
 CL1239  HISTORY     - Date     Condition        Report By
 CL1239  HISTORY     - UNK      MONUMENTED       GADT
 CL1239  HISTORY     - 1979     GOOD             NGS
 CL1239  HISTORY     - 20020425 MARK NOT FOUND   METRIC
 CL1239
 CL1239                          STATION DESCRIPTION
 CL1239
 CL1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1239'3.6 MI SE FROM MACON.
 CL1239'0.85 MILE NORTHEAST ALONG 5TH STREET FROM THE RAILROAD STATION AT
 CL1239'MACON, THENCE 0.75 MILE EAST NORTHEAST ALONG MAIN STREET, THENCE 2.0
 CL1239'MILES SOUTHEAST ALONG US HIGHWAY 23 TO THE MARK ON THE LEFT, SET IN
 CL1239'THE TOP OF A CONCRETE POST 100 FEET NORTHWEST OF THE INTERSECTION
 CL1239'OF EMERY HIGHWAY AND US HIGHWAY 23, AND SET IN THE CENTER OF THE
 CL1239'MEDIUM.
 CL1239
 CL1239                          STATION RECOVERY (2002)
 CL1239
 CL1239'RECOVERY NOTE BY METRIC SURVEYS 2002 (HLB)
 CL1239'CONSTRUCTION OF TWO NEW TELEPHONE MANHOLES NEARBY MOST LIKELY
 CL1239'DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5876 ***********************************************************************
 CK5876  DESIGNATION -  BV 015 200
 CK5876  PID         -  CK5876
 CK5876  STATE/COUNTY-  GA/BRYAN
 CK5876  USGS QUAD   -  EDEN (1976)
 CK5876
 CK5876                         *CURRENT SURVEY CONTROL
 CK5876  ___________________________________________________________________
 CK5876* NAD 83(1994)-  32 12 11.01811(N)    081 29 18.11166(W)     ADJUSTED  
 CK5876* NAVD 88     -        31.0    (meters)     102.     (feet)  VERTCON   
 CK5876  ___________________________________________________________________
 CK5876  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CK5876  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CK5876
 CK5876  HORZ ORDER  -  SECOND
 CK5876
 CK5876.The horizontal coordinates were established by classical geodetic methods
 CK5876.and adjusted by the National Geodetic Survey in September 1997..
 CK5876
 CK5876.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5876
 CK5876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5876
 CK5876.The geoid height was determined by GEOID03.
 CK5876
 CK5876;                    North         East     Units Scale Factor Converg.
 CK5876;SPC GA E     -   244,433.442   263,947.511   MT  0.99995041   +0 21 41.4
 CK5876;SPC GA E     -   801,945.38    865,967.79   sFT  0.99995041   +0 21 41.4
 CK5876;UTM  17      - 3,563,048.326   453,973.087   MT  0.99962612   -0 15 37.0
 CK5876
 CK5876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5876!SPC GA E     -   0.99999992  x   0.99995041  =   0.99995033
 CK5876!UTM  17      -   0.99999992  x   0.99962612  =   0.99962604
 CK5876
 CK5876:                Primary Azimuth Mark                     Grid Az
 CK5876:SPC GA E     -  BV 015 204                               305 10 06.3
 CK5876:UTM  17      -  BV 015 204                               305 47 24.7
 CK5876
 CK5876|---------------------------------------------------------------------|
 CK5876| PID    Reference Object                     Distance      Geod. Az  |
 CK5876|                                                           dddmmss.s |
 CK5876| CK6437 BV 015 204                          APPROX. 1.4 KM 3053147.7 |
 CK5876|---------------------------------------------------------------------|
 CK5876
 CK5876                          SUPERSEDED SURVEY CONTROL
 CK5876
 CK5876  NAD 83(1986)-  32 12 11.02510(N)    081 29 18.12143(W) AD(       ) 2
 CK5876  NGVD 29 (10/08/91)   31.3    (m)          103.     (f) VERT ANG       
 CK5876
 CK5876.Superseded values are not recommended for survey control.
 CK5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5876.See file dsdata.txt to determine how the superseded data were derived.
 CK5876
 CK5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5397363048(NAD 83)
 CK5876_MARKER: DD = SURVEY DISK
 CK5876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5876+STABILITY: SURFACE MOTION
 CK5876
 CK5876  HISTORY     - Date     Condition        Report By
 CK5876  HISTORY     - 1982     MONUMENTED       GADT
 CK5876  HISTORY     - 1982     GOOD             GADT
 CK5876
 CK5876                          STATION DESCRIPTION
 CK5876
 CK5876'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5876'THE STATION IS LOCATED APPROXIMATELY 4.65 KM ((2.9 MI)
 CK5876'WEST-NORTHWEST OF BLITCHTON, 12.9 KM (8 MI) SOUTHWEST OF PINEORA,
 CK5876'AND 14.65 KM (9.1 MI) EAST-NORTHEAST OF PEMBROKE.
 CK5876'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5876'
 CK5876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5876'(STATE ROUTE 26) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5876'BLITCHTON, GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 3.85 KM (2.4 MI)
 CK5876'TO THE JUNCTION OF PAVED COUNTY ROAD 4 TO THE RIGHT.  CONTINUE
 CK5876'GOING NORTHWEST ALONG U.S. HIGHWAY 80 FOR 1.2 KM (0.75 MI) TO
 CK5876'THE JUNCTION OF PAVED COUNTY ROAD 12 TO THE LEFT.  TURN LEFT
 CK5876'AND GO SOUTH ALONG COUNTY ROAD 12 FOR 1.05 KM (0.65 MI) TO THE
 CK5876'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY
 CK5876'ROAD 12 FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT AT THE
 CK5876'NORTHEAST END OF THE BRIDGE OVER INTERSTATE HIGHWAY 16.
 CK5876'
 CK5876'THE STATION IS A STANDARD GADT DISK
 CK5876'STAMPED---015-200 1982---,
 CK5876'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5876'FLUSH WITH GROUND.  IT IS LOCATED
 CK5876'5.91 METERS (19.40 FT) EAST FROM THE CENTERLINE OF PAVED COUNTY
 CK5876'ROAD 12,
 CK5876'1.28 METERS (4.20 FT) EAST-NORTHEAST FROM THE NORTHEAST END OF
 CK5876'THE PARAPET BARRIER END POST OF THE BRIDGE,
 CK5876'12.68 METERS (41.60 FT) EAST-SOUTHEAST FROM THE NORTHWEST END OF
 CK5876'THE PARAPET BARRIER END POST OF THE BRIDGE,
 CK5876'14.08 METERS (46.20 FT) SOUTHEAST FROM A MAN HOLE COVER (CENTER)
 CK5876'TO THE WEST OF THE BRIDGE, AND
 CK5876'1.37 METERS (4.50 FT) EAST FROM A WITNESS POST.
 CK5876'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5876'STAMPED---015-200 1982---,
 CK5876'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5876'
 CK5876'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5876'STAMPED---015-200 1982 RM 1---,
 CK5876'SET INTO A 3/4 INCH DRILLED HOLE IN THE CONCRETE APPROACH SLAB OF
 CK5876'THE BRIDGE AND FLUSH WITH THE SURFACE OF THE APPROACH SLAB.
 CK5876'IT IS LOCATED
 CK5876'3.20 METERS (10.50 FT) WEST FROM THE CENTERLINE OF PAVED COUNTY
 CK5876'ROAD 12,
 CK5876'1.92 METERS (6.30 FT) NORTHEAST FROM THE CENTER OF THE NORTHWEST
 CK5876'END PARAPET BARRIER END POST OF THE BRIDGE,
 CK5876'10.82 METERS (35.50 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 CK5876'NORTHEAST END PARAPET BARRIER END POST,
 CK5876'2.50 METERS (8.20 FT) SOUTHEAST FROM THE CENTER OF THE MAN HOLE
 CK5876'COVER, AND
 CK5876'2.16 METERS (7.10 FT) WEST FROM A WITNESS POST.
 CK5876'MARK IS BELOW STATION 0.3 METERS.
 CK5876'
 CK5876'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5876'STAMPED---015-200 1982 AZ MK---,
 CK5876'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5876'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5876'4.85 METERS (15.90 FT) EAST FROM THE CENTERLINE OF PAVED COUNTY
 CK5876'ROAD 12,
 CK5876'16.92 METERS (55.50 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 CK5876'CABLE PEDESTAL TO THE WEST OF THE ROAD,
 CK5876'6.07 METERS (19.90 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A
 CK5876'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE,
 CK5876'6.22 METERS (20.40 FT) SOUTHWEST FROM AN 8 INCH SYCAMORE TREE,
 CK5876'AND
 CK5876'0.52 METER (1.70 FT) EAST FROM A WITNESS POST.
 CK5876'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5876'STAMPED---015-200 1982 AZ MK---, SET IN  AN IRREGULAR
 CK5876'MASS OF CONCRETE 0.94 METER BELOW GORUND SURFACE.
 CK5876'
 CK5876'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5876'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5876'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5876'
 CK5876'DESCRIBED BY G.D. JOHNSON.
 CK5876
 CK5876                          STATION RECOVERY (1982)
 CK5876
 CK5876'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5876'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 PROJECT
 CK5876'G16953, VICINITY OF SAVANNAH-JESUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5877 ***********************************************************************
 CK5877  DESIGNATION -  BV 015 200 AZ MK
 CK5877  PID         -  CK5877
 CK5877  STATE/COUNTY-  GA/BRYAN
 CK5877  USGS QUAD   -  EDEN (1976)
 CK5877
 CK5877                         *CURRENT SURVEY CONTROL
 CK5877  ___________________________________________________________________
 CK5877* NAD 83(1994)-  32 12 26.92892(N)    081 29 19.56825(W)     ADJUSTED  
 CK5877* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 CK5877  ___________________________________________________________________
 CK5877  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CK5877  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CK5877
 CK5877  HORZ ORDER  -  SECOND
 CK5877
 CK5877.The horizontal coordinates were established by classical geodetic methods
 CK5877.and adjusted by the National Geodetic Survey in September 1997..
 CK5877.No horizontal observational check was made to the station.
 CK5877
 CK5877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5877
 CK5877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5877
 CK5877.The geoid height was determined by GEOID03.
 CK5877
 CK5877;                    North         East     Units Scale Factor Converg.
 CK5877;SPC GA E     -   244,923.266   263,906.275   MT  0.99995035   +0 21 40.8
 CK5877;SPC GA E     -   803,552.42    865,832.50   sFT  0.99995035   +0 21 40.8
 CK5877;UTM  17      - 3,563,538.410   453,937.181   MT  0.99962617   -0 15 37.8
 CK5877
 CK5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5877!SPC GA E     -   1.00000127  x   0.99995035  =   0.99995162
 CK5877!UTM  17      -   1.00000127  x   0.99962617  =   0.99962744
 CK5877
 CK5877                          SUPERSEDED SURVEY CONTROL
 CK5877
 CK5877  NAD 83(1986)-  32 12 26.93594(N)    081 29 19.57791(W) AD(       ) 2
 CK5877  NGVD 29 (10/08/91)   23.     (m)           75.     (f) VERT ANG       
 CK5877
 CK5877.Superseded values are not recommended for survey control.
 CK5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5877.See file dsdata.txt to determine how the superseded data were derived.
 CK5877
 CK5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5393763538(NAD 83)
 CK5877_MARKER: DD = SURVEY DISK
 CK5877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5877+STABILITY: SURFACE MOTION
 CK5877
 CK5877  HISTORY     - Date     Condition        Report By
 CK5877  HISTORY     - 1982     MONUMENTED       GADT
 CK5877
 CK5877                          STATION DESCRIPTION
 CK5877
 CK5877'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5877'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) SOUTHWEST
 CK5877'OF PINEORA,
 CK5877'14.95 KM (9.3 MI) EAST-NORTHEAST OF PEMBROKE, AND
 CK5877'4.85 KM (3 MI) WEST-NORTHWEST OF BLITCHTON.
 CK5877'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 CK5877'
 CK5877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5877'(STATE ROUTE 26) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5877'BLITCHTON, GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 3.85 KM (2.4 MI)
 CK5877'TO THE JUNCTION OF PAVED COUNTY ROAD 4 TO THE RIGHT.  CONTINUE
 CK5877'GOING NORTHWEST ALONG U.S. HIGHWAY 80 FOR 1.2 KM (0.75 MI)
 CK5877'TO THE JUNCTION OF PAVED COUNTY ROAD 12 TO THE LEFT.  TURN LEFT
 CK5877'AND GO SOUTH ALONG PAVED COUNTY ROAD 12 FOR 1.05 KM (0.65 MI)
 CK5877'TO THE STATION ON THE LEFT.
 CK5877'
 CK5877'THE STATION IS A STANDARD GADT DISK
 CK5877'STAMPED---015-200 1982 AZ MK---,
 CK5877'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5877'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5877'4.85 METERS (15.90 FT) EAST FROM THE CENTERLINE OF PAVED COUNTY
 CK5877'ROAD 12,
 CK5877'16.92 METERS (55.50 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 CK5877'CABLE PEDESTAL TO THE WEST OF THE ROAD,
 CK5877'6.07 METERS (19.90 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A
 CK5877'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE,
 CK5877'6.22 METERS (20.40 FT) SOUTHWEST FROM AN 8 INCH SYCAMORE TREE,
 CK5877'AND
 CK5877'0.52 METER (1.70 FT) EAST FROM A WITNESS POST.
 CK5877'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5877'STAMPED---015 200 1982 AZ MK---,
 CK5877'SET INTO AN IRREGULAR MASS OF CONCRETE .94 METERS BELOW THE SURFACE.
 CK5877'
 CK5877'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5877'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5877'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5877'
 CK5877'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5878 ***********************************************************************
 CK5878  DESIGNATION -  BV 015 200 RM 1
 CK5878  PID         -  CK5878
 CK5878  STATE/COUNTY-  GA/BRYAN
 CK5878  USGS QUAD   -  EDEN (1976)
 CK5878
 CK5878                         *CURRENT SURVEY CONTROL
 CK5878  ___________________________________________________________________
 CK5878* NAD 83(1994)-  32 12 11.27304(N)    081 29 18.43311(W)     ADJUSTED  
 CK5878* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 CK5878  ___________________________________________________________________
 CK5878  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CK5878  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 CK5878
 CK5878  HORZ ORDER  -  SECOND
 CK5878
 CK5878.The horizontal coordinates were established by classical geodetic methods
 CK5878.and adjusted by the National Geodetic Survey in September 1997..
 CK5878
 CK5878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5878
 CK5878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5878
 CK5878.The geoid height was determined by GEOID03.
 CK5878
 CK5878;                    North         East     Units Scale Factor Converg.
 CK5878;SPC GA E     -   244,441.241   263,939.043   MT  0.99995040   +0 21 41.2
 CK5878;SPC GA E     -   801,970.97    865,940.01   sFT  0.99995040   +0 21 41.2
 CK5878;UTM  17      - 3,563,056.214   453,964.707   MT  0.99962613   -0 15 37.1
 CK5878
 CK5878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5878!SPC GA E     -   1.00000001  x   0.99995040  =   0.99995041
 CK5878!UTM  17      -   1.00000001  x   0.99962613  =   0.99962614
 CK5878
 CK5878                          SUPERSEDED SURVEY CONTROL
 CK5878
 CK5878  NAD 83(1986)-  32 12 11.28002(N)    081 29 18.44286(W) AD(       ) 2
 CK5878  NGVD 29 (10/08/91)   30.7    (m)          101.     (f) H LEVEL        
 CK5878
 CK5878.Superseded values are not recommended for survey control.
 CK5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5878.See file dsdata.txt to determine how the superseded data were derived.
 CK5878
 CK5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5396563056(NAD 83)
 CK5878_MARKER: DD = SURVEY DISK
 CK5878_SETTING: 0 = UNSPECIFIED SETTING
 CK5878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK5878
 CK5878  HISTORY     - Date     Condition        Report By
 CK5878  HISTORY     - 1982     MONUMENTED       GADT
 CK5878
 CK5878                          STATION DESCRIPTION
 CK5878
 CK5878'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5878'THE STATION IS LOCATED APPROXIMATELY 4.65 KM (2.90 MI)
 CK5878'WEST-NORTHWEST OF BLITCHTON, 12.9 KM (8 MI) SOUTHWEST OF
 CK5878'PINEORA, AND 14.65 KM (9.10 MI) EAST-NORTHEAST OF PEMBROKE.
 CK5878'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5878'
 CK5878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5878'(STATE ROUTE 26) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5878'BLITCHTON, GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 3.85 KM (2.4 MI)
 CK5878'TO THE JUNCTION OF PAVED COUNTY ROAD 4 TO THE RIGHT.  CONTINUE
 CK5878'GOING NORTHWEST ALONG U.S. HIGHWAY 80 FOR 1.2 KM (0.75 MI) TO THE
 CK5878'JUNCTION OF PAVED COUNTY ROAD 12 TO THE LEFT.  TURN LEFT AND GO
 CK5878'SOUTH ALONG PAVED COUNTY ROAD 12 FOR 1.60 KM (1 MI) TO THE STATION
 CK5878'ON THE RIGHT.
 CK5878'
 CK5878'THE STATION IS A STANDARD NGS DISK
 CK5878'STAMPED---015-200 1982 RM 1---,
 CK5878'SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE APPROACH SLAB OF
 CK5878'THE BRIDGE AND FLUSH WITH THE SURFACE OF THE APPROACH SLAB.
 CK5878'IT IS LOCATED
 CK5878'3.20 METERS (10.50 FT) WEST FROM THE CENTERLINE OF PAVED COUNTY
 CK5878'ROAD 12,
 CK5878'1.92 METERS (6.30 FT) NORTHEAST FROM THE CENTER OF THE NORTHWEST
 CK5878'END PARAPET BARRIER END POST OF THE BRIDGE,
 CK5878'10.82 METERS (35.50 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 CK5878'NORTHEAST END PARAPET BARRIER END POST,
 CK5878'2.50 METERS (8.20 FT) SOUTHEAST FROM THE CENTER OF A MAN HOLE
 CK5878'COVER, AND
 CK5878'2.16 METERS (7.10 FT) WEST FROM A WITNESS POST.
 CK5878'
 CK5878'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5878'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5878'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5878'
 CK5878'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5879 ***********************************************************************
 CK5879  DESIGNATION -  BV 015 201
 CK5879  PID         -  CK5879
 CK5879  STATE/COUNTY-  GA/BRYAN
 CK5879  USGS QUAD   -  EDEN (1976)
 CK5879
 CK5879                         *CURRENT SURVEY CONTROL
 CK5879  ___________________________________________________________________
 CK5879* NAD 83(1994)-  32 09 46.67327(N)    081 26 09.66325(W)     ADJUSTED  
 CK5879* NAVD 88     -        21.2    (meters)      70.     (feet)  VERTCON   
 CK5879  ___________________________________________________________________
 CK5879  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CK5879  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CK5879
 CK5879  HORZ ORDER  -  SECOND
 CK5879
 CK5879.The horizontal coordinates were established by classical geodetic methods
 CK5879.and adjusted by the National Geodetic Survey in September 1997..
 CK5879
 CK5879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5879
 CK5879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5879
 CK5879.The geoid height was determined by GEOID03.
 CK5879
 CK5879;                    North         East     Units Scale Factor Converg.
 CK5879;SPC GA E     -   240,019.846   268,912.858   MT  0.99995855   +0 23 20.3
 CK5879;SPC GA E     -   787,465.11    882,258.27   sFT  0.99995855   +0 23 20.3
 CK5879;UTM  17      - 3,558,582.616   458,888.647   MT  0.99962084   -0 13 55.6
 CK5879
 CK5879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5879!SPC GA E     -   1.00000148  x   0.99995855  =   0.99996003
 CK5879!UTM  17      -   1.00000148  x   0.99962084  =   0.99962232
 CK5879
 CK5879:                Primary Azimuth Mark                     Grid Az
 CK5879:SPC GA E     -  BV 015 202                               141 14 34.6
 CK5879:UTM  17      -  BV 015 202                               141 51 50.5
 CK5879
 CK5879|---------------------------------------------------------------------|
 CK5879| PID    Reference Object                     Distance      Geod. Az  |
 CK5879|                                                           dddmmss.s |
 CK5879| CK6450 BV 015 202                          APPROX. 1.8 KM 1413754.9 |
 CK5879|---------------------------------------------------------------------|
 CK5879
 CK5879                          SUPERSEDED SURVEY CONTROL
 CK5879
 CK5879  NAD 83(1986)-  32 09 46.68083(N)    081 26 09.67301(W) AD(       ) 2
 CK5879  NGVD 29 (10/08/91)   21.4    (m)           70.     (f) VERT ANG       
 CK5879
 CK5879.Superseded values are not recommended for survey control.
 CK5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5879.See file dsdata.txt to determine how the superseded data were derived.
 CK5879
 CK5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5888958583(NAD 83)
 CK5879_MARKER: DD = SURVEY DISK
 CK5879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5879+STABILITY: SURFACE MOTION
 CK5879
 CK5879  HISTORY     - Date     Condition        Report By
 CK5879  HISTORY     - 1982     MONUMENTED       GADT
 CK5879  HISTORY     - 1982     GOOD             GADT
 CK5879
 CK5879                          STATION DESCRIPTION
 CK5879
 CK5879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5879'THE STATION IS LOCATED APPROXIMATELY 3.85 KM (2.4 MI) SOUTH
 CK5879'FROM BLITCHTON, 14.35 KM (8.9 MI) SOUTH-SOUTHWEST FROM
 CK5879'PINEORA, AND 17.9 KM (11.1 MI) EAST FROM PEMBROKE.
 CK5879'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5879'
 CK5879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK5879'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT 2.4 KM
 CK5879'(1.5 MI) SOUTHWEST FROM BLITCHTON, GO SOUTHEAST ALONG INTERSTATE
 CK5879'HIGHWAY 16 FOR 3.15 KM (1.95 MI) TO THE STATION ON THE LEFT ON
 CK5879'THE NORTH SIDE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY
 CK5879'16.
 CK5879'
 CK5879'THE STATION IS A STANDARD GADT DISK
 CK5879'STAMPED---015-201 1982---,
 CK5879'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5879'FLUSH WITH GROUND.  IT IS LOCATED
 CK5879'7.71 METERS (25.30 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK5879'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK5879'10.06 METERS (33 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF A
 CK5879'15 INCH CONCRETE CROSS DRAIN PIPE UNDER THE WEST BOUND LANE,
 CK5879'18.84 METERS (61.8 FT) NORTH-NORTHEAST FROM THE SOUTH END OF THE
 CK5879'15 INCH CONCRETE CROSS DRAIN PIPE (CENTER OF HEADWALL),
 CK5879'63.12 METERS (207.1 FT) WEST FROM THE WESTERN MOST POST OF A
 CK5879'LOGO SIGN,
 CK5879'63.61 METERS (208.7 FT) WEST FROM THE EASTERN MOST POST OF THE
 CK5879'LOGO SIGN, AND
 CK5879'0.91 METERS (3.0 FT) SOUTH FROM A WITNESS POST.
 CK5879'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5879'STAMPED---015-201 1982---,
 CK5879'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5879'
 CK5879'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5879'STAMPED---015-201 1982 RM 1---,
 CK5879'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5879'FLUSH WITH GROUND.  IT IS LOCATED
 CK5879'10.91 METERS (35.80 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK5879'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK5879'21.15 METERS (69.40 FT) WEST-SOUTHWEST FROM THE NORTH END OF
 CK5879'THE 15 INCH CONCRETE CROSS DRAIN PIPE,
 CK5879'29.75 METERS (97.6 FT) NORTHWEST FROM THE SOUTH END OF THE 15
 CK5879'INCH CONCRETE CROSS DRAIN PIPE, AND
 CK5879'0.91 METERS (3.0 FT) SOUTH FROM A WITNESS POST.
 CK5879'MARK IS BELOW STATION 0.75 METERS.
 CK5879'
 CK5879'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5879'STAMPED---015-201 1982 AZ MK---,
 CK5879'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5879'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5879'5.58 METERS (18.3 FT) WEST FROM THE CENTERLINE OF THE COUNTY
 CK5879'DIRT ROAD 11 (CUYLER ROAD),
 CK5879'1.28 METERS (4.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST END OF
 CK5879'THE BRIDGE,
 CK5879'10.30 METERS (33.8 FT) WEST FROM THE SOUTHEAST END OF THE
 CK5879'BRIDGE,
 CK5879'10.36 METERS (34 FT) WEST-NORTHWEST FROM THE CENTER OF A
 CK5879'MAN-HOLE COVER ON THE EAST SIDE OF THE BRIDGE,
 CK5879'2.68 METERS (8.8 FT) NORTHWEST FROM THE CENTER OF ANOTHER
 CK5879'MAN-HOLE COVER, AND
 CK5879'0.85 METERS (2.8 FT) SOUTHWEST FROM A WITNESS POST.
 CK5879'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5879'STAMPED---015-201 1982 AZ MK---,
 CK5879'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 0.91 METER
 CK5879'BELOW THE SURFACE OF THE GROUND.
 CK5879'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 CK5879'INTERSTATE HIGHWAY 16 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK
 CK5879'ON THE RIGHT ON THE SOUTHWEST SIDE OF DIRT COUNTY ROAD 11
 CK5879'(CUYLER ROAD) OVERHEAD BRIDGE.
 CK5879'
 CK5879'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5879'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5879'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5879'
 CK5879'DESCRIBED BY G.D. JOHNSON.
 CK5879
 CK5879                          STATION RECOVERY (1982)
 CK5879
 CK5879'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5879'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982
 CK5879'PROJECT G16953, VICINITY OF SAVANNAH-JESUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5880 ***********************************************************************
 CK5880  DESIGNATION -  BV 015 201 AZ MK
 CK5880  PID         -  CK5880
 CK5880  STATE/COUNTY-  GA/BRYAN
 CK5880  USGS QUAD   -  EDEN (1976)
 CK5880
 CK5880                         *CURRENT SURVEY CONTROL
 CK5880  ___________________________________________________________________
 CK5880* NAD 83(1994)-  32 09 33.98541(N)    081 25 59.67433(W)     ADJUSTED  
 CK5880* NAVD 88     -        26.8    (meters)      88.     (feet)  VERTCON   
 CK5880  ___________________________________________________________________
 CK5880  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 CK5880  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CK5880
 CK5880  HORZ ORDER  -  SECOND
 CK5880
 CK5880.The horizontal coordinates were established by classical geodetic methods
 CK5880.and adjusted by the National Geodetic Survey in September 1997..
 CK5880.No horizontal observational check was made to the station.
 CK5880
 CK5880.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5880
 CK5880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5880
 CK5880.The geoid height was determined by GEOID03.
 CK5880
 CK5880;                    North         East     Units Scale Factor Converg.
 CK5880;SPC GA E     -   239,630.831   269,177.229   MT  0.99995900   +0 23 25.4
 CK5880;SPC GA E     -   786,188.82    883,125.63   sFT  0.99995900   +0 23 25.4
 CK5880;UTM  17      - 3,558,190.891   459,148.699   MT  0.99962058   -0 13 50.2
 CK5880
 CK5880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5880!SPC GA E     -   1.00000060  x   0.99995900  =   0.99995960
 CK5880!UTM  17      -   1.00000060  x   0.99962058  =   0.99962118
 CK5880
 CK5880                          SUPERSEDED SURVEY CONTROL
 CK5880
 CK5880  NAD 83(1986)-  32 09 33.99306(N)    081 25 59.68391(W) AD(       ) 2
 CK5880  NGVD 29 (10/08/91)   27.1    (m)           89.     (f) VERT ANG       
 CK5880
 CK5880.Superseded values are not recommended for survey control.
 CK5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5880.See file dsdata.txt to determine how the superseded data were derived.
 CK5880
 CK5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5914958191(NAD 83)
 CK5880_MARKER: DD = SURVEY DISK
 CK5880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5880+STABILITY: SURFACE MOTION
 CK5880
 CK5880  HISTORY     - Date     Condition        Report By
 CK5880  HISTORY     - 1982     MONUMENTED       GADT
 CK5880  HISTORY     - 19960610 GOOD             USPSQD
 CK5880
 CK5880                          STATION DESCRIPTION
 CK5880
 CK5880'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5880'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) SOUTH FROM
 CK5880'BLITCHTON, 14.65 KM (9.1 MI) SOUTH-SOUTHWEST FROM PINEORA,
 CK5880'AND 17.9 KM (11.1 MI) EAST FROM PEMBROKE.
 CK5880'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5880'
 CK5880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK5880'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 CK5880'2.4 KM (1.5 MI) SOUTHWEST FROM BLITCHTON, GO SOUTHEAST ALONG
 CK5880'INTERSTATE HIGHWAY 16 FOR 3.65 KM (2.25 MI) TO THE STATION
 CK5880'ON THE RIGHT ON THE SOUTHWEST SIDE OF DIRT COUNTY ROAD 11
 CK5880'(CUYLER ROAD) OVERHEAD BRIDGE.
 CK5880'
 CK5880'THE STATION IS A STANDARD GADT DISK
 CK5880'STAMPED---015-201 1982 AZ MK---,
 CK5880'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5880'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5880'5.58 METERS (18.3 FT) WEST FROM THE CENTERLINE OF DIRT COUNTY
 CK5880'ROAD 11 (CUYLER ROAD),
 CK5880'1.28 METERS (4.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST END OF THE
 CK5880'BRIDGE,
 CK5880'10.30 METERS (33.8 FT) WEST FROM THE SOUTHEAST END OF THE
 CK5880'BRIDGE,
 CK5880'10.36 METERS (34 FT) WEST-NORTHWEST FROM THE CENTER OF A
 CK5880'MAN-HOLE COVER ON THE EAST SIDE OF THE BRIDGE,
 CK5880'2.68 METERS (8.8 FT) NORTHWEST FROM THE CENTER OF ANOTHER
 CK5880'MAN-HOLE COVER, AND
 CK5880'0.85 METERS (2.8 FT) SOUTHWEST FROM A WITNESS POST.
 CK5880'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5880'STAMPED---015-201 1982 AZ MK---,
 CK5880'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5880'
 CK5880'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5880'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5880'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5880'
 CK5880'DESCRIBED BY G.D. JOHNSON.
 CK5880
 CK5880                          STATION RECOVERY (1996)
 CK5880
 CK5880'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5881 ***********************************************************************
 CK5881  DESIGNATION -  BV 015 201 RM 1
 CK5881  PID         -  CK5881
 CK5881  STATE/COUNTY-  GA/BRYAN
 CK5881  USGS QUAD   -  EDEN (1976)
 CK5881
 CK5881                         *CURRENT SURVEY CONTROL
 CK5881  ___________________________________________________________________
 CK5881* NAD 83(1994)-  32 09 47.19002(N)    081 26 10.07426(W)     ADJUSTED  
 CK5881* NAVD 88     -        20.4    (meters)      67.     (feet)  VERTCON   
 CK5881  ___________________________________________________________________
 CK5881  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CK5881  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 CK5881
 CK5881  HORZ ORDER  -  SECOND
 CK5881
 CK5881.The horizontal coordinates were established by classical geodetic methods
 CK5881.and adjusted by the National Geodetic Survey in September 1997..
 CK5881
 CK5881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5881
 CK5881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5881
 CK5881.The geoid height was determined by GEOID03.
 CK5881
 CK5881;                    North         East     Units Scale Factor Converg.
 CK5881;SPC GA E     -   240,035.689   268,901.982   MT  0.99995853   +0 23 20.0
 CK5881;SPC GA E     -   787,517.09    882,222.59   sFT  0.99995853   +0 23 20.0
 CK5881;UTM  17      - 3,558,598.571   458,877.947   MT  0.99962085   -0 13 55.8
 CK5881
 CK5881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5881!SPC GA E     -   1.00000160  x   0.99995853  =   0.99996013
 CK5881!UTM  17      -   1.00000160  x   0.99962085  =   0.99962245
 CK5881
 CK5881                          SUPERSEDED SURVEY CONTROL
 CK5881
 CK5881  NAD 83(1986)-  32 09 47.19757(N)    081 26 10.08401(W) AD(       ) 2
 CK5881  NGVD 29 (10/08/91)   20.7    (m)           68.     (f) H LEVEL        
 CK5881
 CK5881.Superseded values are not recommended for survey control.
 CK5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5881.See file dsdata.txt to determine how the superseded data were derived.
 CK5881
 CK5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5887858599(NAD 83)
 CK5881_MARKER: DD = SURVEY DISK
 CK5881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5881+STABILITY: SURFACE MOTION
 CK5881
 CK5881  HISTORY     - Date     Condition        Report By
 CK5881  HISTORY     - 1982     MONUMENTED       GADT
 CK5881
 CK5881                          STATION DESCRIPTION
 CK5881
 CK5881'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5881'THE STATION IS LOCATED APPROXIMATELY 3.85 KM (2.4 MI) SOUTH FROM
 CK5881'BLITCHTON, 14.35 KM (8.9 MI) SOUTH-SOUTHWEST FROM PINEORA, AND
 CK5881'17.9 KM (11.1 MI) EAST FROM PEMBROKE.
 CK5881'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5881'
 CK5881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK5881'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT 2.4 KM
 CK5881'(1.5 MI) SOUTHWEST FROM BLITCHTON, GO SOUTHEAST ALONG INTERSTATE
 CK5881'HIGHWAY 16 FOR 3.15 KM (1.95 MI) TO THE STATION ON THE LEFT ON
 CK5881'THE NORTH SIDE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 16.
 CK5881'
 CK5881'THE STATION IS A STANDARD GADT DISK
 CK5881'STAMPED---015-201 1982 RM 1---,
 CK5881'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5881'FLUSH WITH GROUND.  IT IS LOCATED
 CK5881'10.91 METERS (35.8 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK5881'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK5881'21.1 METERS (69.4 FT) WEST-SOUTHWEST FROM THE NORTH END OF A
 CK5881'15 INCH CONCRETE CROSS DRAIN PIPE,
 CK5881'29.75 METERS (97.6 FT) NORTHWEST FROM THE SOUTH END OF THE 15
 CK5881'INCH CONCRETE CROSS DRAIN PIPE, AND
 CK5881'0.9 METERS (3 FT) SOUTHWEST FROM A WITNESS POST.
 CK5881'
 CK5881'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5881'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5881'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5881'
 CK5881'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6450 ***********************************************************************
 CK6450  DESIGNATION -  BV 015 202
 CK6450  PID         -  CK6450
 CK6450  STATE/COUNTY-  GA/BRYAN
 CK6450  USGS QUAD   -  EDEN (1976)
 CK6450
 CK6450                         *CURRENT SURVEY CONTROL
 CK6450  ___________________________________________________________________
 CK6450* NAD 83(1994)-  32 09 00.98739(N)    081 25 27.15087(W)     ADJUSTED  
 CK6450* NAVD 88     -        17.3    (meters)      57.     (feet)  VERTCON   
 CK6450  ___________________________________________________________________
 CK6450  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CK6450  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 CK6450
 CK6450  HORZ ORDER  -  SECOND
 CK6450
 CK6450.The horizontal coordinates were established by classical geodetic methods
 CK6450.and adjusted by the National Geodetic Survey in September 1997..
 CK6450
 CK6450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6450
 CK6450.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6450
 CK6450.The geoid height was determined by GEOID03.
 CK6450
 CK6450;                    North         East     Units Scale Factor Converg.
 CK6450;SPC GA E     -   238,620.311   270,036.383   MT  0.99996047   +0 23 42.4
 CK6450;SPC GA E     -   782,873.47    885,944.37   sFT  0.99996047   +0 23 42.4
 CK6450;UTM  17      - 3,557,171.466   459,996.563   MT  0.99961973   -0 13 32.7
 CK6450
 CK6450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6450!SPC GA E     -   1.00000210  x   0.99996047  =   0.99996257
 CK6450!UTM  17      -   1.00000210  x   0.99961973  =   0.99962182
 CK6450
 CK6450|---------------------------------------------------------------------|
 CK6450| PID    Reference Object                     Distance      Geod. Az  |
 CK6450|                                                           dddmmss.s |
 CK6450| CK6452 BV 015 202 RM 2                     219.550 METERS 12536     |
 CK6450| CK6451 BV 015 202 RM 1                      15.708 METERS 19334     |
 CK6450| CK5879 BV 015 201                          APPROX. 1.8 KM 3213817.6 |
 CK6450|---------------------------------------------------------------------|
 CK6450
 CK6450                          SUPERSEDED SURVEY CONTROL
 CK6450
 CK6450  NAD 83(1986)-  32 09 00.99881(N)    081 25 27.16288(W) AD(       ) 2
 CK6450  NGVD 29 (03/31/94)   17.5    (m)           57.     (f) VERT ANG       
 CK6450
 CK6450.Superseded values are not recommended for survey control.
 CK6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6450.See file dsdata.txt to determine how the superseded data were derived.
 CK6450
 CK6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5999757171(NAD 83)
 CK6450_MARKER: DD = SURVEY DISK
 CK6450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6450+STABILITY: SURFACE MOTION
 CK6450
 CK6450  HISTORY     - Date     Condition        Report By
 CK6450  HISTORY     - 1982     MONUMENTED       GADT
 CK6450
 CK6450                          STATION DESCRIPTION
 CK6450
 CK6450'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6450'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI) SOUTH
 CK6450'FROM BLITCHTON, 12 KM (7.45 MI) WEST-NORTHWEST FROM BLOOMINGDALE,
 CK6450'AND 18.7 KM (11.6 MI) EAST FROM PEMBROKE.
 CK6450'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6450'
 CK6450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6450'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16, LOCATED ABOUT 2.6 KM
 CK6450'(1.6 MI) SOUTHWEST FROM BLITCHTON, GO EAST ALONG INTERSTATE
 CK6450'HIGHWAY 16 FOR 5.05 KM (3.15 MI) TO THE STATION ON THE RIGHT.
 CK6450'
 CK6450'THE STATION IS A STANDARD GADT DISK
 CK6450'STAMPED---015-202 1982---,
 CK6450'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6450'FLUSH WITH GROUND.  IT IS LOCATED
 CK6450'7.53 METERS (24.7 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6450'EASTBOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6450'13.56 METERS (44.5 FT) EAST-NORTHEAST FROM THE RIGHT OF WAY FENCE
 CK6450'LINE,
 CK6450'24.29 METERS (79.7 FT) WEST FROM THE WEST END OF A 15 INCH
 CK6450'CONCRETE CROSS DRAIN PIPE UNDER THE WEST BOUND LANE OF INTERSTATE
 CK6450'HIGHWAY 16,
 CK6450'33.50 METERS (109.9 FT) NORTH-NORTHWEST FROM THE EASTERN-MOST
 CK6450'CORNER OF AN ASPHALT PAVED DITCH,
 CK6450'33.8 METERS (110.9 FT) NORTH-NORTHWEST FROM THE WESTERN-MOST
 CK6450'CORNER OF THE ASPHALT PAVED DITCH, AND
 CK6450'0.91 METER (3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK6450'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6450'STAMPED---015-202 1982---,
 CK6450'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6450'
 CK6450'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6450'STAMPED---015-202 1982 RM 1---,
 CK6450'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6450'FLUSH WITH GROUND.  IT IS LOCATED
 CK6450'20.06 METERS (65.8 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6450'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6450'0.91 METER (3 FT) EAST-NORTHEAST FROM THE RIGHT OF WAY FENCELINE,
 CK6450'24.32 METERS (79.80 FT) NORTHWEST FROM THE WESTERN-MOST CORNER
 CK6450'OF THE ASPHALT PAVED DITCH,
 CK6450'25.54 METERS (83.8 FT) NORTHWEST FROM THE EASTERN-MOST CORNER
 CK6450'OF THE ASPHALT PAVED DITCH, AND
 CK6450'0.91 METER (3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK6450'MARK IS LEVEL WITH STATION.
 CK6450'
 CK6450'REFERENCE MARK 2 IS A STANDARD GADT DISK
 CK6450'STAMPED---015-202 1982 RM 2---,
 CK6450'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6450'FLUSH WITH GROUND.  IT IS LOCATED
 CK6450'22.22 METERS (72.9 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK6450'WEST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6450'9.72 METERS (31.9 FT) WEST-SOUTHWEST FROM THE RIGHT OF WAY
 CK6450'FENCELINE,
 CK6450'14.26 METERS (46.8 FT) SOUTH FROM A 22 INCH PINE TREE,
 CK6450'26.27 METERS (86.2 FT) NORTH FROM THE NORTH END POST OF THE GUARD
 CK6450'RAIL ON THE EAST SIDE OF WEST BOUND LANE OF THE HIGHWAY, AND
 CK6450'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6450'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6450'STAMPED---015-202 1982 RM 2---,
 CK6450'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6450'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG
 CK6450'INTERSTATE HIGHWAY 16 FOR 0.3 KM (0.2 MI) TO THE REFERENCE MARK 2
 CK6450'ON THE LEFT ON THE NORTH SIDE OF THE WEST BOUND LANE OF INTERSTATE
 CK6450'HIGHWAY 16.
 CK6450'
 CK6450'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6450'
 CK6450'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6450'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6450'
 CK6450'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6452 ***********************************************************************
 CK6452  DESIGNATION -  BV 015 202 RM 2
 CK6452  PID         -  CK6452
 CK6452  STATE/COUNTY-  GA/BRYAN
 CK6452  USGS QUAD   -  EDEN (1976)
 CK6452
 CK6452                         *CURRENT SURVEY CONTROL
 CK6452  ___________________________________________________________________
 CK6452* NAD 83(1994)-  32 08 56.83757(N)    081 25 20.33920(W)     ADJUSTED  
 CK6452* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 CK6452  ___________________________________________________________________
 CK6452  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CK6452  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 CK6452
 CK6452  HORZ ORDER  -  SECOND
 CK6452
 CK6452.The horizontal coordinates were established by classical geodetic methods
 CK6452.and adjusted by the National Geodetic Survey in September 1997..
 CK6452.No horizontal observational check was made to the station.
 CK6452
 CK6452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6452
 CK6452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6452
 CK6452.The geoid height was determined by GEOID03.
 CK6452
 CK6452;                    North         East     Units Scale Factor Converg.
 CK6452;SPC GA E     -   238,493.726   270,215.757   MT  0.99996078   +0 23 46.0
 CK6452;SPC GA E     -   782,458.17    886,532.86   sFT  0.99996078   +0 23 46.0
 CK6452;UTM  17      - 3,557,042.989   460,174.493   MT  0.99961956   -0 13 29.0
 CK6452
 CK6452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6452!SPC GA E     -   1.00000270  x   0.99996078  =   0.99996348
 CK6452!UTM  17      -   1.00000270  x   0.99961956  =   0.99962226
 CK6452
 CK6452|---------------------------------------------------------------------|
 CK6452| PID    Reference Object                     Distance      Geod. Az  |
 CK6452|                                                           dddmmss.s |
 CK6452| CK0476 V 48=GRAVEL RM                      157.476 METERS 01340     |
 CK6452| CK6450 BV 015 202                          219.550 METERS 30536     |
 CK6452|---------------------------------------------------------------------|
 CK6452
 CK6452                          SUPERSEDED SURVEY CONTROL
 CK6452
 CK6452  NAD 83(1986)-  32 08 56.85036(N)    081 25 20.35324(W) AD(       ) 2
 CK6452  NGVD 29 (03/31/94)   13.7    (m)           45.     (f) VERT ANG       
 CK6452
 CK6452.Superseded values are not recommended for survey control.
 CK6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6452.See file dsdata.txt to determine how the superseded data were derived.
 CK6452
 CK6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6017457043(NAD 83)
 CK6452_MARKER: DD = SURVEY DISK
 CK6452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6452+STABILITY: SURFACE MOTION
 CK6452
 CK6452  HISTORY     - Date     Condition        Report By
 CK6452  HISTORY     - 1982     MONUMENTED       GADT
 CK6452
 CK6452                          STATION DESCRIPTION
 CK6452
 CK6452'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6452'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) SOUTH FROM
 CK6452'BLITCHTON, 11.75 KM (7.3 MI) WEST-NORTHWEST FROM BLOOMINGDALE,
 CK6452'AND 18.92 KM (11.75 MI) EAST FROM PEMBROKE.
 CK6452'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6452'
 CK6452'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6452'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16, LOCATED ABOUT 2.6 KM
 CK6452'(1.6 MI) SOUTHWEST FROM BLITCHTON, GO EAST ALONG INTERSTATE
 CK6452'HIGHWAY 16 FOR 5.35 KM (3.35 MI) TO THE STATION ON THE LEFT ON THE
 CK6452'NORTH SIDE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 16.
 CK6452'
 CK6452'THE STATION IS A STANDARD GADT DISK
 CK6452'STAMPED---015-202 1982 RM 2---,
 CK6452'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6452'FLUSH WITH GROUND.  IT IS LOCATED
 CK6452'22.22 METERS (72.9 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK6452'WEST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6452'9.72 METERS (31.9 FT) WEST-SOUTHWEST FROM THE RIGHT OF WAY
 CK6452'FENCELINE,
 CK6452'14.26 METERS (46.8 FT) SOUTH FROM A 22 INCH PINE TREE,
 CK6452'26.27 METERS (86.2 FT) NORTH FROM THE NORTH END POST OF THE
 CK6452'GUARD RAIL ON THE EAST SIDE OF THE WEST BOUND LANE, AND
 CK6452'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6452'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6452'STAMPED---015-202 1982 RM 2---,
 CK6452'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6452'
 CK6452'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6452'
 CK6452'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6452'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6452'
 CK6452'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6453 ***********************************************************************
 CK6453  DESIGNATION -  BV 015 203
 CK6453  PID         -  CK6453
 CK6453  STATE/COUNTY-  GA/BRYAN
 CK6453  USGS QUAD   -  EDEN (1976)
 CK6453
 CK6453                         *CURRENT SURVEY CONTROL
 CK6453  ___________________________________________________________________
 CK6453* NAD 83(1994)-  32 08 33.11911(N)    081 24 52.55715(W)     ADJUSTED  
 CK6453* NAVD 88     -        17.8    (meters)      58.     (feet)  VERTCON   
 CK6453  ___________________________________________________________________
 CK6453  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CK6453  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 CK6453
 CK6453  HORZ ORDER  -  SECOND
 CK6453
 CK6453.The horizontal coordinates were established by classical geodetic methods
 CK6453.and adjusted by the National Geodetic Survey in September 1997..
 CK6453
 CK6453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6453
 CK6453.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6453
 CK6453.The geoid height was determined by GEOID03.
 CK6453
 CK6453;                    North         East     Units Scale Factor Converg.
 CK6453;SPC GA E     -   237,768.240   270,948.857   MT  0.99996206   +0 24 00.5
 CK6453;SPC GA E     -   780,077.97    888,938.04   sFT  0.99996206   +0 24 00.5
 CK6453;UTM  17      - 3,556,309.854   460,899.442   MT  0.99961885   -0 13 14.1
 CK6453
 CK6453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6453!SPC GA E     -   1.00000201  x   0.99996206  =   0.99996407
 CK6453!UTM  17      -   1.00000201  x   0.99961885  =   0.99962086
 CK6453
 CK6453:                Primary Azimuth Mark                     Grid Az
 CK6453:SPC GA E     -  BV 015 203 AZ MK                         125 40 29.2
 CK6453:UTM  17      -  BV 015 203 AZ MK                         126 17 43.8
 CK6453
 CK6453|---------------------------------------------------------------------|
 CK6453| PID    Reference Object                     Distance      Geod. Az  |
 CK6453|                                                           dddmmss.s |
 CK6453| CK6454 BV 015 203 AZ MK                    APPROX. 0.7 KM 1260429.7 |
 CK6453| CK6455 BV 015 203 RM 1                      20.116 METERS 12637     |
 CK6453|---------------------------------------------------------------------|
 CK6453
 CK6453                          SUPERSEDED SURVEY CONTROL
 CK6453
 CK6453  NAD 83(1986)-  32 08 33.13091(N)    081 24 52.56910(W) AD(       ) 2
 CK6453  NGVD 29 (03/31/94)   18.1    (m)           59.     (f) VERT ANG       
 CK6453
 CK6453.Superseded values are not recommended for survey control.
 CK6453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6453.See file dsdata.txt to determine how the superseded data were derived.
 CK6453
 CK6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6089956310(NAD 83)
 CK6453_MARKER: DD = SURVEY DISK
 CK6453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6453+STABILITY: SURFACE MOTION
 CK6453
 CK6453  HISTORY     - Date     Condition        Report By
 CK6453  HISTORY     - 1982     MONUMENTED       GADT
 CK6453  HISTORY     - 19960610 GOOD             USPSQD
 CK6453
 CK6453                          STATION DESCRIPTION
 CK6453
 CK6453'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6453'THE STATION IS LOCATED APPROXIMATELY 6.45 KM (4 MI) SOUTH
 CK6453'FROM BLITCHTON, 10.8 KM (6.7 MI) WEST FROM BLOOMINGDALE, AND
 CK6453'19.65 KM (12.2 MI) EAST FROM PEMBROKE.
 CK6453'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6453'
 CK6453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6453'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 CK6453'2.6 KM (1.6 MI) SOUTHWEST FROM BLITCHTON, GO EAST ALONG
 CK6453'INTERSTATE HIGHWAY 16 FOR 5.95 KM (3.7 MI) TO THE EAST END
 CK6453'OF A BRIDGE CROSSING THE SEABOARD COAST LINE RAIL ROAD AND
 CK6453'THE STATION ON THE RIGHT.
 CK6453'
 CK6453'THE STATION IS A STANDARD GADT DISK
 CK6453'STAMPED---015-203 1982---,
 CK6453'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6453'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6453'8.53 METERS (28 FT) SOUTHWEST FROM THE CENTERLINE OF THE EAST
 CK6453'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6453'1.86 METERS (6.1 FT) SOUTH FROM THE SOUTHEAST END OF THE BRIDGE
 CK6453'OVER THE RAILROAD TRACK,
 CK6453'16.76 METERS (55 FT) WEST-SOUTHWEST FROM THE NORTHEAST END OF THE
 CK6453'BRIDGE OVER THE RAILROAD TRACK,
 CK6453'12.71 METERS (41.7 FT) WEST-NORTHWEST FROM THE CENTER OF A MAN
 CK6453'HOLE COVER, AND
 CK6453'0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST.
 CK6453'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6453'STAMPED---015-203 1982---,
 CK6453'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6453'
 CK6453'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6453'STAMPED---015-203 1982 RM 1---,
 CK6453'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6453'FLUSH WITH GROUND.  IT IS LOCATED
 CK6453'8.11 METERS (26.6 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 CK6453'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6453'7.47 METERS (24.5 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 CK6453'MAN-HOLE COVER,
 CK6453'17.04 METERS (55.9 FT) SOUTHEAST FROM THE NORTHEAST END OF THE
 CK6453'BRIDGE,
 CK6453'21.24 METERS (69.7 FT) EAST-SOUTHEAST FROM THE SOUTHEAST END OF
 CK6453'THE BRIDGE, AND
 CK6453'0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST.
 CK6453'MARK IS LEVEL WITH STATION.
 CK6453'
 CK6453'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6453'STAMPED---015-203 1982 AZ MK---,
 CK6453'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6453'FLUSH WITH GROUND.  IT IS LOCATED
 CK6453'7.92 METERS (26 FT) NORTHEAST FROM THE CENTERLINE OF THE WEST
 CK6453'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6453'7.41 METERS (24.3 FT) SOUTH FROM A 6 INCH PINE TREE,
 CK6453'14.14 METERS (46.4 FT) WEST-NORTHWEST FROM A 5 INCH SWEET GUM
 CK6453'TREE,
 CK6453'30.63 METERS (100.5 FT) SOUTHEAST FROM ANOTHER 6 INCH PINE TREE,
 CK6453'AND
 CK6453'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 CK6453'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK6453'STAMPED---015-203 1982 AZ MK---,
 CK6453'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6453'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG
 CK6453'INTERSTATE HIGHWAY 16 FOR 1.6 KM (1 MI) TO THE AZIMUTH MARK ON
 CK6453'THE LEFT ON THE NORTH SIDE OF THE WEST BOUND LANE.
 CK6453'
 CK6453'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6453'
 CK6453'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6453'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6453'
 CK6453'DESCRIBED BY G.D. JOHNSON.
 CK6453
 CK6453                          STATION RECOVERY (1996)
 CK6453
 CK6453'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK6453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6454 ***********************************************************************
 CK6454  DESIGNATION -  BV 015 203 AZ MK
 CK6454  PID         -  CK6454
 CK6454  STATE/COUNTY-  GA/BRYAN
 CK6454  USGS QUAD   -  EDEN (1976)
 CK6454
 CK6454                         *CURRENT SURVEY CONTROL
 CK6454  ___________________________________________________________________
 CK6454* NAD 83(1994)-  32 08 19.56511(N)    081 24 30.69257(W)     ADJUSTED  
 CK6454* NAVD 88     -        14.7    (meters)      48.     (feet)  VERTCON   
 CK6454  ___________________________________________________________________
 CK6454  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CK6454  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 CK6454
 CK6454  HORZ ORDER  -  SECOND
 CK6454
 CK6454.The horizontal coordinates were established by classical geodetic methods
 CK6454.and adjusted by the National Geodetic Survey in September 1997..
 CK6454.No horizontal observational check was made to the station.
 CK6454
 CK6454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6454
 CK6454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6454
 CK6454.The geoid height was determined by GEOID03.
 CK6454
 CK6454;                    North         East     Units Scale Factor Converg.
 CK6454;SPC GA E     -   237,354.786   271,524.774   MT  0.99996307   +0 24 12.0
 CK6454;SPC GA E     -   778,721.49    890,827.53   sFT  0.99996307   +0 24 12.0
 CK6454;UTM  17      - 3,555,890.329   461,470.650   MT  0.99961831   -0 13 02.4
 CK6454
 CK6454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6454!SPC GA E     -   1.00000251  x   0.99996307  =   0.99996558
 CK6454!UTM  17      -   1.00000251  x   0.99961831  =   0.99962082
 CK6454
 CK6454                          SUPERSEDED SURVEY CONTROL
 CK6454
 CK6454  NAD 83(1986)-  32 08 19.57696(N)    081 24 30.70447(W) AD(       ) 2
 CK6454  NGVD 29 (03/31/94)   14.9    (m)           49.     (f) VERT ANG       
 CK6454
 CK6454.Superseded values are not recommended for survey control.
 CK6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6454.See file dsdata.txt to determine how the superseded data were derived.
 CK6454
 CK6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6147155890(NAD 83)
 CK6454_MARKER: DD = SURVEY DISK
 CK6454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6454+STABILITY: SURFACE MOTION
 CK6454
 CK6454  HISTORY     - Date     Condition        Report By
 CK6454  HISTORY     - 1982     MONUMENTED       GADT
 CK6454
 CK6454                          STATION DESCRIPTION
 CK6454
 CK6454'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6454'THE STATION IS LOCATED ABOUT 7.75 KM (4.8 MI) SOUTH FROM
 CK6454'BLITCHTON, 9.35 KM (5.8 MI) WEST FROM BLOOMINGDALE, AND 20.95 KM
 CK6454'(13 MI) EAST FROM PEMBROKE.
 CK6454'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6454'
 CK6454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6454'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT 2.6 KM
 CK6454'(1.6 MI) SOUTHWEST FROM BLITCHTON, GO EAST ALONG INTERSTATE
 CK6454'HIGHWAY 16 FOR 5.95 KM (3.7 MI) TO THE EAST END OF A BRIDGE
 CK6454'CROSSING THE SEABOARD COAST LINE RAILROAD.  CONTINUE GOING EAST
 CK6454'ALONG INTERSTATE HIGHWAY 16 FOR 1.6 KM (1 MI) TO THE STATION
 CK6454'ON THE LEFT ON THE NORTH SIDE OF OF THE WEST BOUND LANE.
 CK6454'
 CK6454'THE STATION IS A STANDARD GADT DISK
 CK6454'STAMPED---015-203 1982 AZ MK---,
 CK6454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6454'FLUSH WITH GROUND.  IT IS LOCATED
 CK6454'7.92 METERS (26 FT) NORTHEAST FROM THE CENTERLINE OF THE WEST
 CK6454'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6454'7.41 METERS (24.3 FT) SOUTH FROM A 6 INCH PINE TREE,
 CK6454'14.14 METERS (46.4 FT) WEST-NORTHWEST FROM A 5 INCH SWEET GUM
 CK6454'TREE,
 CK6454'30.63 METERS (100.5 FT) SOUTHEAST FROM ANOTHER 6 INCH PINE TREE,
 CK6454'AND
 CK6454'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 CK6454'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6454'STAMPED---015-203 1982 AZ MK---,
 CK6454'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6454'
 CK6454'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6454'
 CK6454'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6454'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6454'
 CK6454'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6455 ***********************************************************************
 CK6455  DESIGNATION -  BV 015 203 RM 1
 CK6455  PID         -  CK6455
 CK6455  STATE/COUNTY-  GA/BRYAN
 CK6455  USGS QUAD   -  EDEN (1976)
 CK6455
 CK6455                         *CURRENT SURVEY CONTROL
 CK6455  ___________________________________________________________________
 CK6455* NAD 83(1994)-  32 08 32.72955(N)    081 24 51.94111(W)     ADJUSTED  
 CK6455* NAVD 88     -        17.8    (meters)      58.     (feet)  VERTCON   
 CK6455  ___________________________________________________________________
 CK6455  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CK6455  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 CK6455
 CK6455  HORZ ORDER  -  SECOND
 CK6455  VERT ORDER  -  THIRD (See Below)
 CK6455
 CK6455.The horizontal coordinates were established by classical geodetic methods
 CK6455.and adjusted by the National Geodetic Survey in September 1997..
 CK6455.No horizontal observational check was made to the station.
 CK6455
 CK6455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6455.The vertical order pertains to the NGVD 29 superseded value.
 CK6455
 CK6455.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6455
 CK6455.The geoid height was determined by GEOID03.
 CK6455
 CK6455;                    North         East     Units Scale Factor Converg.
 CK6455;SPC GA E     -   237,756.355   270,965.084   MT  0.99996209   +0 24 00.8
 CK6455;SPC GA E     -   780,038.97    888,991.28   sFT  0.99996209   +0 24 00.8
 CK6455;UTM  17      - 3,556,297.797   460,915.534   MT  0.99961884   -0 13 13.8
 CK6455
 CK6455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6455!SPC GA E     -   1.00000202  x   0.99996209  =   0.99996411
 CK6455!UTM  17      -   1.00000202  x   0.99961884  =   0.99962086
 CK6455
 CK6455                          SUPERSEDED SURVEY CONTROL
 CK6455
 CK6455  NAD 83(1986)-  32 08 32.74134(N)    081 24 51.95307(W) AD(       ) 2
 CK6455  NGVD 29 (03/31/94)   18.1    (m)           59.     (f) LEVELING    3  
 CK6455
 CK6455.Superseded values are not recommended for survey control.
 CK6455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6455.See file dsdata.txt to determine how the superseded data were derived.
 CK6455
 CK6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6091656298(NAD 83)
 CK6455_MARKER: DD = SURVEY DISK
 CK6455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6455+STABILITY: SURFACE MOTION
 CK6455
 CK6455  HISTORY     - Date     Condition        Report By
 CK6455  HISTORY     - 1982     MONUMENTED       GADT
 CK6455  HISTORY     - 19960610 GOOD             USPSQD
 CK6455
 CK6455                          STATION DESCRIPTION
 CK6455
 CK6455'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6455'THE STATION IS LOCATED APPROXIMATELY 6.45 KM (4 MI) SOUTH FROM
 CK6455'BLITCHTON, 10.8 KM (6.7 MI) WEST FROM BLOOMINGDALE, AND 19.65 KM
 CK6455'(12.2 MI) EAST FROM PEMBROKE.
 CK6455'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6455'
 CK6455'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6455'(STATE ROUTE 30) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT 2.6 KM
 CK6455'(1.6 MI) SOUTHWEST FROM BLITCHTON, GO EAST ALONG INTERSTATE
 CK6455'HIGHWAY 16 FOR 5.95 KM (3.7 MI) TO THE EAST END OF THE BRIDGE
 CK6455'OVER THE SEABOARD COAST LINE RAILROAD AND THE STATION ON THE
 CK6455'RIGHT.
 CK6455'
 CK6455'THE STATION IS A STANDARD GADT DISK
 CK6455'STAMPED---015-203 1982 RM 1---,
 CK6455'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6455'FLUSH WITH GROUND.  IT IS LOCATED
 CK6455'8.11 METERS (26.6 FT) SOUTHWEST FROM THE CENTERLINE OF THE EAST
 CK6455'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6455'7.47 METERS (24.5 FT) EAST-SOUTHEAST FROM THE CENTER OF A
 CK6455'MAN-HOLE COVER,
 CK6455'17.04 METERS (55.9 FT) SOUTHEAST FROM THE NORTHEAST END OF THE
 CK6455'BRIDGE,
 CK6455'21.24 METERS (69.7 FT) EAST-SOUTHEAST FROM THE SOUTHEAST END OF
 CK6455'THE BRIDGE, AND
 CK6455'0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST.
 CK6455'
 CK6455'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6455'
 CK6455'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6455'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6455'
 CK6455'DESCRIBED BY G.D. JOHNSON.
 CK6455
 CK6455                          STATION RECOVERY (1996)
 CK6455
 CK6455'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK6455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6437 ***********************************************************************
 CK6437  DESIGNATION -  BV 015 204
 CK6437  PID         -  CK6437
 CK6437  STATE/COUNTY-  GA/BRYAN
 CK6437  USGS QUAD   -  LANIER (1976)
 CK6437
 CK6437                         *CURRENT SURVEY CONTROL
 CK6437  ___________________________________________________________________
 CK6437* NAD 83(1994)-  32 12 36.81867(N)    081 30 00.61309(W)     ADJUSTED  
 CK6437* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 CK6437  ___________________________________________________________________
 CK6437  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CK6437  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 CK6437
 CK6437  HORZ ORDER  -  SECOND
 CK6437
 CK6437.The horizontal coordinates were established by classical geodetic methods
 CK6437.and adjusted by the National Geodetic Survey in September 1997..
 CK6437
 CK6437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6437
 CK6437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6437
 CK6437.The geoid height was determined by GEOID03.
 CK6437
 CK6437;                    North         East     Units Scale Factor Converg.
 CK6437;SPC GA E     -   245,221.157   262,829.546   MT  0.99994867   +0 21 19.0
 CK6437;SPC GA E     -   804,529.75    862,299.94   sFT  0.99994867   +0 21 19.0
 CK6437;UTM  17      - 3,563,847.869   452,864.095   MT  0.99962740   -0 15 59.8
 CK6437
 CK6437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6437!SPC GA E     -   1.00000149  x   0.99994867  =   0.99995016
 CK6437!UTM  17      -   1.00000149  x   0.99962740  =   0.99962889
 CK6437
 CK6437|---------------------------------------------------------------------|
 CK6437| PID    Reference Object                     Distance      Geod. Az  |
 CK6437|                                                           dddmmss.s |
 CK6437| CK6438 BV 015 204 RM 1                      24.562 METERS 04350     |
 CK6437| CK6440 BV 015 205                          APPROX. 0.7 KM 2895726.4 |
 CK6437|---------------------------------------------------------------------|
 CK6437
 CK6437                          SUPERSEDED SURVEY CONTROL
 CK6437
 CK6437  NAD 83(1986)-  32 12 36.82578(N)    081 30 00.62258(W) AD(       ) 2
 CK6437  NGVD 29 (03/31/94)   21.3    (m)           70.     (f) VERT ANG       
 CK6437
 CK6437.Superseded values are not recommended for survey control.
 CK6437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6437.See file dsdata.txt to determine how the superseded data were derived.
 CK6437
 CK6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5286463848(NAD 83)
 CK6437_MARKER: DD = SURVEY DISK
 CK6437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6437+STABILITY: SURFACE MOTION
 CK6437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6437+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 CK6437
 CK6437  HISTORY     - Date     Condition        Report By
 CK6437  HISTORY     - 1982     MONUMENTED       GADT
 CK6437  HISTORY     - 20050322 GOOD             GEOCAC
 CK6437
 CK6437                          STATION DESCRIPTION
 CK6437
 CK6437'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6437'THE STATION IS LOCATED APPROXIMATELY 5.95 KM (3.7 MI)
 CK6437'WEST-NORTHWEST OF BLITCHTON, 13.1 KM (8.15 MI) SOUTHWEST
 CK6437'FROM PINEORA, AND 14.25 KM (8.85 MI) NORTHEAST FROM
 CK6437'PEMBROKE.
 CK6437'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6437'
 CK6437'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK6437'AND INTERSTATE HIGHWAY 16 LOCATED 12.4 KM (7.7 MI) NORTHEAST
 CK6437'FROM PEMBROKE, GO EAST ALONG INTERSTATE 16 FOR 2.15 KM (1.35 MI)
 CK6437'TO THE EAST END OF A BRIDGE CROSSING BLACK CREEK.  CONTINUE
 CK6437'GOING EAST ALONG INTERSTATE 16 FOR 1.75 KM (1.1 MI) TO THE
 CK6437'STATION ON THE LEFT ON THE NORTH SIDE OF THE WEST BOUND LANE.
 CK6437'
 CK6437'THE STATION IS A STANDARD GADT DISK
 CK6437'STAMPED---015-204 1982---,
 CK6437'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6437'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6437'7.5 METERS (24.6 FT) EAST FROM THE CENTERLINE OF THE WEST BOUND
 CK6437'LANE OF INTERSTATE 16,
 CK6437'14.57 METERS (47.8 FT) SOUTHWEST FROM A 12 INCH PINE TREE,
 CK6437'24.96 METERS (81.9 FT) SOUTHWEST FROM A 6 INCH TWIN PINE TREE
 CK6437'ON THE EAST SIDE OF THE RIGHT OF WAY FENCE,
 CK6437'24.38 METERS (80 FT) NORTHWEST FROM A 5 INCH PINE TREE, AND
 CK6437'1.04 METERS (3.4 FT) WEST FROM A WITNESS POST.
 CK6437'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6437'STAMPED---015-204 1982---,
 CK6437'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6437'
 CK6437'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6437'STAMPED---015-204 1982 RM 1---,
 CK6437'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6437'FLUSH WITH GROUND.  IT IS LOCATED
 CK6437'30.91 METERS (101.4 FT) EAST FROM THE CENTERLINE OF THE WEST
 CK6437'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6437'14.30 METERS (46.9 FT) SOUTHEAST FROM THE 12 INCH PINE TREE,
 CK6437'10.88 METERS (35.7 FT) SOUTH-SOUTHEAST FROM THE 6 INCH TWIN
 CK6437'PINE TREE ON THE EAST SIDE OF THE RIGHT OF WAY FENCE, AND
 CK6437'0.98 METER (3.2 FT) WEST FROM A WITNESS POST.
 CK6437'MARK IS BELOW STATION 0.800 METERS.
 CK6437'
 CK6437'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6437'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6437'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6437'
 CK6437'DESCRIBED BY G.D. JOHNSON.
 CK6437
 CK6437                          STATION RECOVERY (2005)
 CK6437
 CK6437'RECOVERY NOTE BY GEOCACHING 2005 (MAB)
 CK6437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6440 ***********************************************************************
 CK6440  DESIGNATION -  BV 015 205
 CK6440  PID         -  CK6440
 CK6440  STATE/COUNTY-  GA/BRYAN
 CK6440  USGS QUAD   -  LANIER (1976)
 CK6440
 CK6440                         *CURRENT SURVEY CONTROL
 CK6440  ___________________________________________________________________
 CK6440* NAD 83(1994)-  32 12 45.01288(N)    081 30 27.15848(W)     ADJUSTED  
 CK6440* NAVD 88     -        21.3    (meters)      70.     (feet)  VERTCON   
 CK6440  ___________________________________________________________________
 CK6440  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK6440  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CK6440
 CK6440  HORZ ORDER  -  SECOND
 CK6440
 CK6440.The horizontal coordinates were established by classical geodetic methods
 CK6440.and adjusted by the National Geodetic Survey in September 1997..
 CK6440
 CK6440.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6440
 CK6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6440
 CK6440.The geoid height was determined by GEOID03.
 CK6440
 CK6440;                    North         East     Units Scale Factor Converg.
 CK6440;SPC GA E     -   245,469.258   262,132.876   MT  0.99994759   +0 21 04.9
 CK6440;SPC GA E     -   805,343.72    860,014.28   sFT  0.99994759   +0 21 04.9
 CK6440;UTM  17      - 3,564,103.435   452,170.381   MT  0.99962821   -0 16 14.0
 CK6440
 CK6440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6440!SPC GA E     -   1.00000145  x   0.99994759  =   0.99994904
 CK6440!UTM  17      -   1.00000145  x   0.99962821  =   0.99962966
 CK6440
 CK6440|---------------------------------------------------------------------|
 CK6440| PID    Reference Object                     Distance      Geod. Az  |
 CK6440|                                                           dddmmss.s |
 CK6440| CK6441 BV 015 205 RM 1                      20.423 METERS 28239     |
 CK6440| CK6439 BV 015 205 AZ MK                    APPROX. 1.2 KM 2824547.9 |
 CK6440|---------------------------------------------------------------------|
 CK6440
 CK6440                          SUPERSEDED SURVEY CONTROL
 CK6440
 CK6440  NAD 83(1986)-  32 12 45.02000(N)    081 30 27.16767(W) AD(       ) 2
 CK6440  NGVD 29 (03/31/94)   21.5    (m)           71.     (f) VERT ANG       
 CK6440
 CK6440.Superseded values are not recommended for survey control.
 CK6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6440.See file dsdata.txt to determine how the superseded data were derived.
 CK6440
 CK6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5217064103(NAD 83)
 CK6440_MARKER: DD = SURVEY DISK
 CK6440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6440+STABILITY: SURFACE MOTION
 CK6440
 CK6440  HISTORY     - Date     Condition        Report By
 CK6440  HISTORY     - 1982     MONUMENTED       GADT
 CK6440
 CK6440                          STATION DESCRIPTION
 CK6440
 CK6440'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6440'THE STATION IS LOCATED APPROXIMATELY 6.6 KM (4.1 MI)
 CK6440'WEST-NORTHWEST FROM BLITCHTON, 13.5 KM (8.4 MI) SOUTHWEST FROM
 CK6440'PINEORA, AND 13.85 KM (8.6 MI) NORTHEAST FROM PEMBROKE.
 CK6440'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6440'
 CK6440'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK6440'AND INTERSTATE HIGHWAY 16 LOCATED 12.4 KM (7.7 MI)
 CK6440'NORTHEAST FROM PEMBROKE, GO EAST ALONG INTERSTATE HIGHWAY 16
 CK6440'FOR 1.85 KM (1.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 CK6440'CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY 16 FOR 1.3 KM
 CK6440'(0.8 MI) TO THE STATION ON THE LEFT TO THE NORTH SIDE OF THE
 CK6440'WEST BOUND LANE NEAR MILE POST 139.
 CK6440'
 CK6440'THE STATION IS A STANDARD GADT DISK
 CK6440'STAMPED---015-205 1982---,
 CK6440'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6440'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6440'8.53 METERS (28 FT) NORTHEAST FROM THE CENTERLINE OF THE WEST
 CK6440'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6440'12.04 METERS (39.5 FT) SOUTH-SOUTHWEST FROM A 26 INCH PINE TREE,
 CK6440'16.67 METERS (54.7 FT) WEST FROM A 10 INCH SWEET GUM TREE,
 CK6440'0.82 METER (2.7 FT) EAST-SOUTHEAST FROM A MILE POST MARKER 139,
 CK6440'AND
 CK6440'0.67 METER (2.2 FT) EAST FROM A WITNESS POST.
 CK6440'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6440'STAMPED---015-205 1982---,
 CK6440'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6440'
 CK6440'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6440'STAMPED---015-205 1982 RM 1---,
 CK6440'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6440'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 CK6440'7.74 METERS (25.4 FT) NORTHEAST FROM THE CENTERLINE OF THE WEST
 CK6440'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6440'18.78 METERS (61.6 FT) WEST-SOUTHWEST FROM THE 26 INCH PINE TREE,
 CK6440'19.72 METERS (64.7 FT) WEST-NORTHWEST FROM THE MILE POST
 CK6440'MARKER 139, AND
 CK6440'0.98 METER (3.2 FT) SOUTHWEST FROM A WITNESS POST.
 CK6440'MARK IS ABOVE STATION 0.450 METERS.
 CK6440'
 CK6440'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6440'STAMPED---015-205 1982 AZ MK---,
 CK6440'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6440'FLUSH WITH GROUND.  IT IS LOCATED
 CK6440'7.71 METERS (25.3 FT) SOUTHWEST FROM THE CENTERLINE OF THE EAST
 CK6440'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6440'33.13 METERS (108.7 FT) NORTH FROM THE EASTERNMOST POST OF THE
 CK6440'RIGHT OF WAY FENCE,
 CK6440'39.38 METERS (129.2 FT) SOUTHEAST FROM THE NORTHERNMOST EDGE OF
 CK6440'CONCRETE AT THE END OF THE GUARD RAIL, AND
 CK6440'0.58 METER (1.9 FT) SOUTHWEST FROM A WITNESS POST.
 CK6440'
 CK6440'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6440'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6440'STAMPED---015-205 1982 AZ MK---,
 CK6440'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6440'
 CK6440'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6440'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6440'
 CK6440'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6439 ***********************************************************************
 CK6439  DESIGNATION -  BV 015 205 AZ MK
 CK6439  PID         -  CK6439
 CK6439  STATE/COUNTY-  GA/BRYAN
 CK6439  USGS QUAD   -  LANIER (1976)
 CK6439
 CK6439                         *CURRENT SURVEY CONTROL
 CK6439  ___________________________________________________________________
 CK6439* NAD 83(1994)-  32 12 53.81267(N)    081 31 12.86611(W)     ADJUSTED  
 CK6439* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 CK6439  ___________________________________________________________________
 CK6439  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK6439  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CK6439
 CK6439  HORZ ORDER  -  SECOND
 CK6439
 CK6439.The horizontal coordinates were established by classical geodetic methods
 CK6439.and adjusted by the National Geodetic Survey in September 1997..
 CK6439.No horizontal observational check was made to the station.
 CK6439
 CK6439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6439
 CK6439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6439
 CK6439.The geoid height was determined by GEOID03.
 CK6439
 CK6439;                    North         East     Units Scale Factor Converg.
 CK6439;SPC GA E     -   245,733.028   260,934.368   MT  0.99994577   +0 20 40.6
 CK6439;SPC GA E     -   806,209.11    856,082.17   sFT  0.99994577   +0 20 40.6
 CK6439;UTM  17      - 3,564,380.111   450,975.187   MT  0.99962964   -0 16 38.4
 CK6439
 CK6439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6439!SPC GA E     -   1.00000200  x   0.99994577  =   0.99994777
 CK6439!UTM  17      -   1.00000200  x   0.99962964  =   0.99963164
 CK6439
 CK6439                          SUPERSEDED SURVEY CONTROL
 CK6439
 CK6439  NAD 83(1986)-  32 12 53.81990(N)    081 31 12.87528(W) AD(       ) 2
 CK6439  NGVD 29 (03/31/94)   18.0    (m)           59.     (f) VERT ANG       
 CK6439
 CK6439.Superseded values are not recommended for survey control.
 CK6439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6439.See file dsdata.txt to determine how the superseded data were derived.
 CK6439
 CK6439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5097564380(NAD 83)
 CK6439_MARKER: DD = SURVEY DISK
 CK6439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6439+STABILITY: SURFACE MOTION
 CK6439
 CK6439  HISTORY     - Date     Condition        Report By
 CK6439  HISTORY     - 1982     MONUMENTED       GADT
 CK6439
 CK6439                          STATION DESCRIPTION
 CK6439
 CK6439'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6439'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) WEST-NORTHWEST
 CK6439'FROM BLITCHTON, 12.95 KM (8.05 MI) NORTHEAST FROM PEMBROKE, AND
 CK6439'14.35 KM (8.9 MI) SOUTHWEST FROM PINEORA.
 CK6439'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY,.
 CK6439'
 CK6439'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6439'INTERSTATE HIGHWAY 16 LOCATED 12.4 KM (7.7 MI) NORTHEAST FROM
 CK6439'PEMBROKE, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 1.85 KM (1.15
 CK6439'MI) TO THE STATION ON THE RIGHT.
 CK6439'
 CK6439'THE STATION IS A STANDARD GADT DISK
 CK6439'STAMPED---015-205 1982 AZ MK---,
 CK6439'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6439'FLUSH WITH GROUND.  IT IS LOCATED
 CK6439'7.71 METERS (25.3 FT) SOUTHWEST FROM THE CENTERLINE OF THE EAST
 CK6439'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6439'33.13 METERS (108.7 FT) NORTH FROM THE EASTERNMOST POST OF THE
 CK6439'RIGHT OF WAY FENCELINE,
 CK6439'39.38 METERS (129.2 FT) SOUTHEAST FROM THE NORTHERNMOST EDGE OF
 CK6439'CONCRETE AT THE END OF THE GUARD RAIL, AND
 CK6439'0.58 METER (1.9 FT) SOUTHWEST FROM A WITNESS POST.
 CK6439'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6439'STAMPED---015-205 1982 AZ MK---,
 CK6439'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6439'
 CK6439'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6439'
 CK6439'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6439'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6439'
 CK6439'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6441 ***********************************************************************
 CK6441  DESIGNATION -  BV 015 205 RM 1
 CK6441  PID         -  CK6441
 CK6441  STATE/COUNTY-  GA/BRYAN
 CK6441  USGS QUAD   -  LANIER (1976)
 CK6441
 CK6441                         *CURRENT SURVEY CONTROL
 CK6441  ___________________________________________________________________
 CK6441* NAD 83(1994)-  32 12 45.15809(N)    081 30 27.91943(W)     ADJUSTED  
 CK6441* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 CK6441  ___________________________________________________________________
 CK6441  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK6441  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 CK6441
 CK6441  HORZ ORDER  -  SECOND
 CK6441
 CK6441.The horizontal coordinates were established by classical geodetic methods
 CK6441.and adjusted by the National Geodetic Survey in September 1997..
 CK6441.No horizontal observational check was made to the station.
 CK6441
 CK6441.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6441
 CK6441.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6441
 CK6441.The geoid height was determined by GEOID03.
 CK6441
 CK6441;                    North         East     Units Scale Factor Converg.
 CK6441;SPC GA E     -   245,473.608   262,112.922   MT  0.99994756   +0 21 04.5
 CK6441;SPC GA E     -   805,358.00    859,948.81   sFT  0.99994756   +0 21 04.5
 CK6441;UTM  17      - 3,564,108.000   452,150.482   MT  0.99962823   -0 16 14.4
 CK6441
 CK6441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6441!SPC GA E     -   1.00000142  x   0.99994756  =   0.99994898
 CK6441!UTM  17      -   1.00000142  x   0.99962823  =   0.99962965
 CK6441
 CK6441                          SUPERSEDED SURVEY CONTROL
 CK6441
 CK6441  NAD 83(1986)-  32 12 45.16521(N)    081 30 27.92862(W) AD(       ) 2
 CK6441  NGVD 29 (03/31/94)   21.7    (m)           71.     (f) H LEVEL        
 CK6441
 CK6441.Superseded values are not recommended for survey control.
 CK6441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6441.See file dsdata.txt to determine how the superseded data were derived.
 CK6441
 CK6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5215064108(NAD 83)
 CK6441_MARKER: DD = SURVEY DISK
 CK6441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6441+STABILITY: SURFACE MOTION
 CK6441
 CK6441  HISTORY     - Date     Condition        Report By
 CK6441  HISTORY     - 1982     MONUMENTED       GADT
 CK6441
 CK6441                          STATION DESCRIPTION
 CK6441
 CK6441'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6441'THE STATION IS LOCATED APPROXIMATELY 6.6 KM (4.1 MI)
 CK6441'WEST-NORTHWEST FROM BLITCHTON, 13.5 KM (8.4 MI) SOUTHWEST FROM
 CK6441'PINEORA, AND 13.85 KM (8.6 MI) NORTHEAST FROM PEMBROKE.
 CK6441'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6441'
 CK6441'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6441'INTERSTATE HIGHWAY 16 LOCATED 12.4 KM (7.7 MI) NORTHEAST FROM
 CK6441'PEMBROKE, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 1.85 KM
 CK6441'(1.15 MI) TO STATION BV 015 205 GADT AZ MK ON THE RIGHT.
 CK6441'CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY 16 FOR 1.3 KM
 CK6441'(0.8 MI) TO THE STATION ON THE LEFT TO THE NORTH SIDE OF
 CK6441'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 16 NEAR MILE POST 139.
 CK6441'
 CK6441'THE STATION IS A STANDARD GADT DISK
 CK6441'STAMPED---015-205 1982 RM 1---,
 CK6441'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6441'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 CK6441'7.74 METERS (25.4 FT) NORTHEAST FROM THE CENTERLINE OF THE WEST
 CK6441'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6441'18.78 METERS (61.6 FT) WEST-SOUTHWEST FROM A 26 INCH PINE TREE,
 CK6441'19.72 METERS (64.7 FT) WEST-NORTHWEST FROM A MILE POST
 CK6441'MARKER 139, AND
 CK6441'0.98 METER (3.2 FT) SOUTHWEST FROM A WITNESS POST.
 CK6441'
 CK6441'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6441'
 CK6441'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK6441'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK6441'
 CK6441'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5882 ***********************************************************************
 CK5882  DESIGNATION -  BV 015 206
 CK5882  PID         -  CK5882
 CK5882  STATE/COUNTY-  GA/BRYAN
 CK5882  USGS QUAD   -  LETFORD (1976)
 CK5882
 CK5882                         *CURRENT SURVEY CONTROL
 CK5882  ___________________________________________________________________
 CK5882* NAD 83(1994)-  32 07 21.25706(N)    081 32 22.01580(W)     ADJUSTED  
 CK5882* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 CK5882  ___________________________________________________________________
 CK5882  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CK5882  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CK5882
 CK5882  HORZ ORDER  -  SECOND
 CK5882
 CK5882.The horizontal coordinates were established by classical geodetic methods
 CK5882.and adjusted by the National Geodetic Survey in September 1997..
 CK5882
 CK5882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5882
 CK5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5882
 CK5882.The geoid height was determined by GEOID03.
 CK5882
 CK5882;                    North         East     Units Scale Factor Converg.
 CK5882;SPC GA E     -   235,479.441   259,183.402   MT  0.99994318   +0 20 00.7
 CK5882;SPC GA E     -   772,568.80    850,337.54   sFT  0.99994318   +0 20 00.7
 CK5882;UTM  17      - 3,554,149.320   449,113.747   MT  0.99963193   -0 17 12.7
 CK5882
 CK5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5882!SPC GA E     -   1.00000181  x   0.99994318  =   0.99994499
 CK5882!UTM  17      -   1.00000181  x   0.99963193  =   0.99963374
 CK5882
 CK5882                          SUPERSEDED SURVEY CONTROL
 CK5882
 CK5882  NAD 83(1986)-  32 07 21.26411(N)    081 32 22.02368(W) AD(       ) 2
 CK5882  NGVD 29 (10/08/91)   19.1    (m)           63.     (f) VERT ANG       
 CK5882
 CK5882.Superseded values are not recommended for survey control.
 CK5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5882.See file dsdata.txt to determine how the superseded data were derived.
 CK5882
 CK5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4911454149(NAD 83)
 CK5882_MARKER: DD = SURVEY DISK
 CK5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5882+STABILITY: SURFACE MOTION
 CK5882
 CK5882  HISTORY     - Date     Condition        Report By
 CK5882  HISTORY     - 1982     MONUMENTED       GADT
 CK5882
 CK5882                          STATION DESCRIPTION
 CK5882
 CK5882'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5882'THE STATION IS LOCATED APPROXIMATELY 5.05 KM (3.15 MI) WEST
 CK5882'OF ELLABELLE, 7.9 KM (4.9 MI) EAST OF PEMBROKE, AND 12.55 KM
 CK5882'(7.8 MI) SOUTHWEST OF BLITCHTON.
 CK5882'OWNERSHIP--DORTHY GAINES, ROUTE 1, PEMBROKE GEORGIA 31321.
 CK5882'
 CK5882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK5882'(STATE ROUTE 30) AND STATE ROUTE 204 IN LANIER LOCATED 8.05 KM
 CK5882'(5 MI) EAST OF PEMBROKE, GO EAST ALONG STATE ROUTE 204 FOR
 CK5882'0.3 KM (0.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 49 CROSSING.
 CK5882'TURN RIGHT AND GO SOUTH ALONG COUNTY ROAD 49 FOR 0.7 KM (0.45 MI)
 CK5882'TO THE JUNCTION OF COUNTY ROAD 40 CROSSING (DIRT TO THE LEFT
 CK5882'AND PAVED TO THE RIGHT) AND DIRT COUNTY ROAD 49 CONTINUING
 CK5882'AHEAD.  TURN RIGHT AND GO WEST ALONG PAVED COUNTY ROAD 40 FOR
 CK5882'0.15 KM (0.1 MI) TO THE STATION ON THE LEFT.
 CK5882'
 CK5882'THE STATION IS A STANDARD GADT DISK
 CK5882'STAMPED---015-206 1982---,
 CK5882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5882'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5882'11.34 METERS (37.20 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 CK5882'PAVED ROAD 40,
 CK5882'12.98 METERS (42.60 FT) EAST-SOUTHEAST FROM THE SOUTH END OF
 CK5882'A 30 INCH CONCRETE CROSS DRAIN PIPE UNDER THE ROAD,
 CK5882'14.23 METERS (46.70 FT) NORTH FROM A 14 INCH OAK TREE,
 CK5882'19.02 METERS (62.40 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 CK5882'FRAME HOUSE,
 CK5882'23.99 METERS (78.70 FT) WEST-SOUTHWEST FROM THE WEST END OF AN 18
 CK5882'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE.
 CK5882'NOTE--NO WITNESS POST SET DUE TO PROPERTY OWNER REQUEST.
 CK5882'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5882'STAMPED---015-206 1982---,
 CK5882'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5882'
 CK5882'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5882'STAMPED---015-206 1982 RM 1---,
 CK5882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5882'FLUSH WITH GROUND.  IT IS LOCATED
 CK5882'10.97 METERS (36.00 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5882'40,
 CK5882'14.14 METERS (46.40 FT) EAST-NORTHEAST FROM THE NORTH END OF THE
 CK5882'30 INCH CONCRETE CROSS DRAIN PIPE,
 CK5882'23.53 METERS (77.20 FT) NORTHEAST FROM THE SOUTH END OF THE 30
 CK5882'INCH CONCRETE CROSS DRAIN PIPE,
 CK5882'29.26 METERS (96.00 FT) NORTHWEST FROM THE WEST END OF THE 18
 CK5882'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DRIVE TO THE SOUTH, AND
 CK5882'0.91 METER (3.0 FT) SOUTH FROM A WITNESS POST.
 CK5882'MARK IS LEVEL WITH STATION.
 CK5882'
 CK5882'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5882'STAMPED---015-206 1982 AZ MK---,
 CK5882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5882'FLUSH WITH GROUND.  IT IS LOCATED
 CK5882'12.31 METERS (40.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 CK5882'ROAD 40,
 CK5882'4.33 METERS (14.20 FT) SOUTH-SOUTHWEST FROM THE EAST END OF AN
 CK5882'18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT RAMP,
 CK5882'0.64 METER (2.1 FT) WEST-NORTHWEST FROM A POWER POLE,
 CK5882'22.49 METERS (73.80 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER
 CK5882'OF A FRAME HOUSE AND
 CK5882'0.76 METER (2.5 FT) WEST FROM A WITNESS POST.
 CK5882'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG COUNTY
 CK5882'PAVED ROAD 40 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE
 CK5882'LEFT NEAR A POWER POLE AT A DRIVEWAY ENTRANCE.
 CK5882'
 CK5882'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5882'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5882'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5882'
 CK5882'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5883 ***********************************************************************
 CK5883  DESIGNATION -  BV 015 206 AZ MK
 CK5883  PID         -  CK5883
 CK5883  STATE/COUNTY-  GA/BRYAN
 CK5883  USGS QUAD   -  LETFORD (1976)
 CK5883
 CK5883                         *CURRENT SURVEY CONTROL
 CK5883  ___________________________________________________________________
 CK5883* NAD 83(1994)-  32 07 18.76156(N)    081 32 37.44651(W)     ADJUSTED  
 CK5883* NAVD 88     -        20.     (meters)      66.     (feet)  VERTCON   
 CK5883  ___________________________________________________________________
 CK5883  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK5883  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CK5883
 CK5883  HORZ ORDER  -  SECOND
 CK5883
 CK5883.The horizontal coordinates were established by classical geodetic methods
 CK5883.and adjusted by the National Geodetic Survey in September 1997..
 CK5883.No horizontal observational check was made to the station.
 CK5883
 CK5883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5883
 CK5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5883
 CK5883.The geoid height was determined by GEOID03.
 CK5883
 CK5883;                    North         East     Units Scale Factor Converg.
 CK5883;SPC GA E     -   235,400.233   258,779.389   MT  0.99994259   +0 19 52.4
 CK5883;SPC GA E     -   772,308.93    849,012.05   sFT  0.99994259   +0 19 52.4
 CK5883;UTM  17      - 3,554,074.513   448,709.026   MT  0.99963244   -0 17 20.8
 CK5883
 CK5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5883!SPC GA E     -   1.00000166  x   0.99994259  =   0.99994425
 CK5883!UTM  17      -   1.00000166  x   0.99963244  =   0.99963410
 CK5883
 CK5883                          SUPERSEDED SURVEY CONTROL
 CK5883
 CK5883  NAD 83(1986)-  32 07 18.76854(N)    081 32 37.45438(W) AD(       ) 2
 CK5883  NGVD 29 (10/08/91)   20.     (m)           66.     (f) VERT ANG       
 CK5883
 CK5883.Superseded values are not recommended for survey control.
 CK5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5883.See file dsdata.txt to determine how the superseded data were derived.
 CK5883
 CK5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4870954075(NAD 83)
 CK5883_MARKER: DD = SURVEY DISK
 CK5883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5883+STABILITY: SURFACE MOTION
 CK5883
 CK5883  HISTORY     - Date     Condition        Report By
 CK5883  HISTORY     - 1982     MONUMENTED       GADT
 CK5883
 CK5883                          STATION DESCRIPTION
 CK5883
 CK5883'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5883'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) WEST OF ELLABELLE,
 CK5883'7.55 KM (4.7 MI) EAST OF PEMBROKE, AND 12.9 KM (8 MI)
 CK5883'SOUTHWEST OF BLITCHTON.
 CK5883'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 CK5883'
 CK5883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK5883'(STATE ROUTE 30) AND STATE ROUTE 204 IN LANIER LOCATED 8.05 KM
 CK5883'(5 MI)  EAST OF PEMBROKE, GO EAST ALONG STATE ROUTE 204 FOR 0.3 KM
 CK5883'(0.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 49 CROSSING.  TURN
 CK5883'RIGHT AND GO SOUTH ALONG COUNTY ROAD 49 FOR 0.7 KM (0.45 MI) TO
 CK5883'THE JUNCTION OF COUNTY ROAD 40 CROSSING (DIRT TO THE LEFT AND
 CK5883'PAVED TO THE RIGHT).  TURN RIGHT GOING WEST ALONG COUNTY ROAD 40
 CK5883'FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT NEAR A POWER
 CK5883'POLE AT A DRIVEWAY ENTRANCE.
 CK5883'
 CK5883'THE STATION IS A STANDARD GADT DISK
 CK5883'STAMPED---015-206 1982 AZ MK---,
 CK5883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5883'FLUSH WITH GROUND.  IT IS LOCATED
 CK5883'12.34 METERS (40.5 FT) SOUTH FROM THE CENTERLINE OF PAVED COUNTY
 CK5883'ROAD 40,
 CK5883'4.33 METERS (14.20 FT) SOUTH-SOUTHWEST FROM THE EAST END OF AN
 CK5883'18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT RAMP,
 CK5883'0.64 METER (2.1 FT) WEST-NORTHWEST FROM A POWER POLE,
 CK5883'22.49 METERS (73.80 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER
 CK5883'OF A FRAME HOUSE , AND
 CK5883'0.76 METER (2.5 FT) WEST FROM A WITNESS POST.
 CK5883'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5883'STAMPED---015-206 1982 AZ MK---,
 CK5883'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5883'
 CK5883'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5883'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5883'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5883'
 CK5883'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5884 ***********************************************************************
 CK5884  DESIGNATION -  BV 015 206 RM 1
 CK5884  PID         -  CK5884
 CK5884  STATE/COUNTY-  GA/BRYAN
 CK5884  USGS QUAD   -  LETFORD (1976)
 CK5884
 CK5884                         *CURRENT SURVEY CONTROL
 CK5884  ___________________________________________________________________
 CK5884* NAD 83(1994)-  32 07 21.96639(N)    081 32 22.19199(W)     ADJUSTED  
 CK5884* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 CK5884  ___________________________________________________________________
 CK5884  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CK5884  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CK5884
 CK5884  HORZ ORDER  -  SECOND
 CK5884
 CK5884.The horizontal coordinates were established by classical geodetic methods
 CK5884.and adjusted by the National Geodetic Survey in September 1997..
 CK5884
 CK5884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5884
 CK5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5884
 CK5884.The geoid height was determined by GEOID03.
 CK5884
 CK5884;                    North         East     Units Scale Factor Converg.
 CK5884;SPC GA E     -   235,501.262   259,178.656   MT  0.99994317   +0 20 00.6
 CK5884;SPC GA E     -   772,640.39    850,321.97   sFT  0.99994317   +0 20 00.6
 CK5884;UTM  17      - 3,554,171.183   449,109.239   MT  0.99963194   -0 17 12.8
 CK5884
 CK5884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5884!SPC GA E     -   1.00000181  x   0.99994317  =   0.99994498
 CK5884!UTM  17      -   1.00000181  x   0.99963194  =   0.99963374
 CK5884
 CK5884                          SUPERSEDED SURVEY CONTROL
 CK5884
 CK5884  NAD 83(1986)-  32 07 21.97345(N)    081 32 22.19987(W) AD(       ) 2
 CK5884  NGVD 29 (10/08/91)   19.2    (m)           63.     (f) H LEVEL        
 CK5884
 CK5884.Superseded values are not recommended for survey control.
 CK5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5884.See file dsdata.txt to determine how the superseded data were derived.
 CK5884
 CK5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4910954171(NAD 83)
 CK5884_MARKER: DD = SURVEY DISK
 CK5884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5884+STABILITY: SURFACE MOTION
 CK5884
 CK5884  HISTORY     - Date     Condition        Report By
 CK5884  HISTORY     - 1982     MONUMENTED       GADT
 CK5884
 CK5884                          STATION DESCRIPTION
 CK5884
 CK5884'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5884'THE STATION IS LOCATED APPROXIMATELY 5.05 KM (3.15 MI) WEST OF
 CK5884'ELLABELLE, 7.9 KM (4.9 MI) EAST OF PEMBROKE, AND 12.55 KM
 CK5884'(7.8 MI) SOUTHWEST OF BLITCHTON.
 CK5884'OWNERSHIP--DORTHY GAINES, ROUTE 1, PEMBROKE, GEORGIA 31321.
 CK5884'
 CK5884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK5884'(STATE ROUTE 30) AND STATE ROUTE 204 IN LANIER LOCATED 8.05 KM
 CK5884'(5 MI) EAST OF PEMBROKE, GO EAST ALONG STATE ROUTE 204 FOR 0.3 KM
 CK5884'(0.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 49 CROSSING.
 CK5884'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 49 FOR 0.7 KM (0.45 MI)
 CK5884'TO THE JUNCTION OF DIRT COUNTY ROAD 40 TO THE LEFT, AND PAVED
 CK5884'COUNTY ROAD 40 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY
 CK5884'ROAD 40 FOR 0.15 KM (0.1 MI) TO THE STATION ON THE STATION ON
 CK5884'THE RIGHT.
 CK5884'
 CK5884'THE STATION IS A STANDARD GADT DISK
 CK5884'STAMPED---015-206 1982 RM 1---,
 CK5884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5884'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5884'11.34 METERS (37.2 FT) SOUTH FROM THE CENTERLINE OF PAVED
 CK5884'COUNTY ROAD 40,
 CK5884'12.98 METERS (42.60 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A
 CK5884'30 INCH CONCRETE CROSS DRAIN PIPE UNDER THE ROAD,
 CK5884'14.23 METERS (46.70 FT) NORTH FROM A 14 INCH OAK TREE,
 CK5884'19.02 METERS (62.40 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 CK5884'A FRAME HOUSE,
 CK5884'23.99 METERS (78.70 FT) WEST-SOUTHWEST FROM THE WEST END OF AN
 CK5884'18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE,
 CK5884'NOTE--NO WITNESS POST WAS SET DUE TO OWNERS REQUEST.
 CK5884'
 CK5884'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5884'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5884'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5884'
 CK5884'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5885 ***********************************************************************
 CK5885  DESIGNATION -  BV 015 207
 CK5885  PID         -  CK5885
 CK5885  STATE/COUNTY-  GA/BRYAN
 CK5885  USGS QUAD   -  GROVELAND (1976)
 CK5885
 CK5885                         *CURRENT SURVEY CONTROL
 CK5885  ___________________________________________________________________
 CK5885* NAD 83(1994)-  32 08 19.53481(N)    081 39 50.29588(W)     ADJUSTED  
 CK5885* NAVD 88     -        30.775  (meters)     100.97   (feet)  ADJUSTED  
 CK5885  ___________________________________________________________________
 CK5885  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 CK5885  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK5885  DYNAMIC HT  -          30.739 (meters)     100.85  (feet)  COMP
 CK5885  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 CK5885
 CK5885  HORZ ORDER  -  SECOND
 CK5885  VERT ORDER  -  SECOND    CLASS I
 CK5885
 CK5885.The horizontal coordinates were established by classical geodetic methods
 CK5885.and adjusted by the National Geodetic Survey in September 1997..
 CK5885
 CK5885.The orthometric height was determined by differential leveling
 CK5885.and adjusted by the National Geodetic Survey in July 2002..
 CK5885.No vertical observational check was made to the station.
 CK5885
 CK5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5885
 CK5885.The geoid height was determined by GEOID03.
 CK5885
 CK5885.The dynamic height is computed by dividing the NAVD 88
 CK5885.geopotential number by the normal gravity value computed on the
 CK5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5885.degrees latitude (g = 980.6199 gals.).
 CK5885
 CK5885.The modeled gravity was interpolated from observed gravity values.
 CK5885
 CK5885;                    North         East     Units Scale Factor Converg.
 CK5885;SPC GA E     -   237,212.786   247,425.132   MT  0.99992773   +0 16 02.7
 CK5885;SPC GA E     -   778,255.62    811,760.62   sFT  0.99992773   +0 16 02.7
 CK5885;UTM  17      - 3,556,009.352   437,378.405   MT  0.99964836   -0 21 11.6
 CK5885
 CK5885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5885!SPC GA E     -   0.99999991  x   0.99992773  =   0.99992764
 CK5885!UTM  17      -   0.99999991  x   0.99964836  =   0.99964827
 CK5885
 CK5885                          SUPERSEDED SURVEY CONTROL
 CK5885
 CK5885  NAD 83(1986)-  32 08 19.53895(N)    081 39 50.30261(W) AD(       ) 2
 CK5885  NGVD 29 (10/08/91)   31.0    (m)          102.     (f) VERT ANG       
 CK5885
 CK5885.Superseded values are not recommended for survey control.
 CK5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5885.See file dsdata.txt to determine how the superseded data were derived.
 CK5885
 CK5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3737856009(NAD 83)
 CK5885_MARKER: DD = SURVEY DISK
 CK5885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5885_STAMPING: 015-207 1982
 CK5885_MARK LOGO: GADT  
 CK5885_PROJECTION: FLUSH
 CK5885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5885+STABILITY: SURFACE MOTION
 CK5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5885+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2001
 CK5885
 CK5885  HISTORY     - Date     Condition        Report By
 CK5885  HISTORY     - 1982     MONUMENTED       GADT
 CK5885  HISTORY     - 19961001 GOOD             USPSQD
 CK5885  HISTORY     - 20000213 MARK NOT FOUND   USPSQD
 CK5885  HISTORY     - 20010120 GOOD             NGS
 CK5885
 CK5885                          STATION DESCRIPTION
 CK5885
 CK5885'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5885'THE STATION IS LOCATED APPROXIMATELY 3.70 KM (2.3 MI) WEST OF
 CK5885'PEMBROKE, 7.9 KM (4.9 MI) EAST OF GROVELAND, AND 17.4 KM (10.8 MI)
 CK5885'SOUTH-SOUTHEAST OF DENMARK.
 CK5885'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5885'
 CK5885'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5885'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5885'PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 4.05 KM (2.5 MI)
 CK5885'TO THE STATION ON THE RIGHT AT A DIRT DRIVE TO THE RIGHT.
 CK5885'
 CK5885'THE STATION IS A STANDARD GADT DISK
 CK5885'STAMPED---015-207 1982---,
 CK5885'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5885'FLUSH WITH GROUND.  IT IS LOCATED
 CK5885'11.73 METERS (38.50 FT) NORTH FROM THE CENTERLINE OF
 CK5885'U.S. HIGHWAY 280,
 CK5885'22.89 METERS (75.10 FT) EAST-NORTHEAST FROM THE EAST END OF A
 CK5885'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT DRIVE,
 CK5885'31.70 METERS (104.0 FT) EAST-SOUTHEAST FROM A POWER POLE,
 CK5885'2.47 METERS (8.10 FT) SOUTHWEST FROM ANOTHER POWER POLE, AND
 CK5885'2.19 METERS (7.20 FT) SOUTH FROM A WITNESS POST.
 CK5885'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5885'STAMPED---015-207 1982---,
 CK5885'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5885'
 CK5885'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5885'STAMPED---015-207 1982 RM 1---,
 CK5885'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5885'FLUSH WITH GROUND.  IT IS LOCATED
 CK5885'12.28 METERS (40.30 FT) NORTH FROM THE CENTERLINE OF U.S. HIGHWAY
 CK5885'280,
 CK5885'8.29 METERS (27.20 FT) NORTHEAST FROM THE EAST END OF THE 15
 CK5885'INCH CONCRETE SIDE DRAIN PIPE,
 CK5885'16.22 METERS (53.20 FT) WEST-SOUTHWEST FROM THE POWER POLE, AND
 CK5885'1.01 METERS (3.30 FT) SOUTH FROM A WITNESS POST.
 CK5885'MARK IS BELOW STATION 0.3 METERS.
 CK5885'
 CK5885'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5885'STAMPED---015-207 1982 AZ MK---,
 CK5885'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5885'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5885'13.96 METERS (45.80 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5885'HIGHWAY 280,
 CK5885'11.40 METERS (37.40 FT) EAST FROM THE CENTERLINE OF BEAUTIFUL
 CK5885'ZION CHURCH PAVED ROAD,
 CK5885'4.42 METERS (14.50 FT) NORTHEAST FROM THE EAST END OF AN 18 INCH
 CK5885'CONCRETE SIDE DRAIN PIPE, AND
 CK5885'1.22 METERS (4.00 FT) SOUTH FROM A WITNESS POST.
 CK5885'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5885'STAMPED---015-207 1982 AZ MK---,
 CK5885'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK5885'SURFACE.
 CK5885'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S.
 CK5885'HIGHWAY 280 (STATE ROUTE 30) FOR 0.45 KM (0.3 MI) TO THE AZIMUTH
 CK5885'MARK ON THE RIGHT.
 CK5885'
 CK5885'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5885'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5885'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5885'
 CK5885'DESCRIBED BY G.D. JOHNSON.
 CK5885
 CK5885                          STATION RECOVERY (1996)
 CK5885
 CK5885'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5885'RECOVERED IN GOOD CONDITION.
 CK5885
 CK5885                          STATION RECOVERY (2000)
 CK5885
 CK5885'RECOVERY NOTE BY US POWER SQUADRON 2000
 CK5885'MARK NOT FOUND.
 CK5885
 CK5885                          STATION RECOVERY (2001)
 CK5885
 CK5885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK5885'0.1 KM WESTERLY ALONG SOUTH RAILROAD STREET FROM THE POST OFFICE
 CK5885'IN PEMBROKE, THENCE 0.1 KM NORTHERLY ALONG LEDFORD STREET,
 CK5885'THENCE 3.7 KM WESTERLY ALONG U.S. HIGHWAY 280, 26.2 M EAST OF THE
 CK5885'CENTER OF RINGWALL ROAD, 11.5 M NORTH OF THE HIGHWAY CENTERLINE,
 CK5885'2.5 M SOUTHWEST OF  UTILITY POLE NUMBER C2458, 2.1 M SOUTH OF A
 CK5885'WITNESS POST, 0.5 M BELOW THE LEVEL OF THE HIGHWAY, AND THE
 CK5885'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT
 CK5885'IS ON THE HIGHWAY RIGHT-OF-WAY.
 CK5885' 
 CK5885'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5886 ***********************************************************************
 CK5886  DESIGNATION -  BV 015 207 AZ MK
 CK5886  PID         -  CK5886
 CK5886  STATE/COUNTY-  GA/BRYAN
 CK5886  USGS QUAD   -  GROVELAND (1976)
 CK5886
 CK5886                         *CURRENT SURVEY CONTROL
 CK5886  ___________________________________________________________________
 CK5886* NAD 83(1994)-  32 08 20.67674(N)    081 40 05.67144(W)     ADJUSTED  
 CK5886* NAVD 88     -        30.341  (meters)      99.54   (feet)  ADJUSTED  
 CK5886  ___________________________________________________________________
 CK5886  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CK5886  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CK5886  DYNAMIC HT  -          30.305 (meters)      99.43  (feet)  COMP
 CK5886  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CK5886
 CK5886  HORZ ORDER  -  SECOND
 CK5886  VERT ORDER  -  SECOND    CLASS I
 CK5886
 CK5886.The horizontal coordinates were established by classical geodetic methods
 CK5886.and adjusted by the National Geodetic Survey in September 1997..
 CK5886.No horizontal observational check was made to the station.
 CK5886
 CK5886.The orthometric height was determined by differential leveling
 CK5886.and adjusted by the National Geodetic Survey in July 2002..
 CK5886.No vertical observational check was made to the station.
 CK5886
 CK5886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5886
 CK5886.The geoid height was determined by GEOID03.
 CK5886
 CK5886.The dynamic height is computed by dividing the NAVD 88
 CK5886.geopotential number by the normal gravity value computed on the
 CK5886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5886.degrees latitude (g = 980.6199 gals.).
 CK5886
 CK5886.The modeled gravity was interpolated from observed gravity values.
 CK5886
 CK5886;                    North         East     Units Scale Factor Converg.
 CK5886;SPC GA E     -   237,246.085   247,022.032   MT  0.99992726   +0 15 54.6
 CK5886;SPC GA E     -   778,364.86    810,438.12   sFT  0.99992726   +0 15 54.6
 CK5886;UTM  17      - 3,556,047.005   436,975.802   MT  0.99964898   -0 21 19.8
 CK5886
 CK5886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5886!SPC GA E     -   0.99999998  x   0.99992726  =   0.99992724
 CK5886!UTM  17      -   0.99999998  x   0.99964898  =   0.99964896
 CK5886
 CK5886                          SUPERSEDED SURVEY CONTROL
 CK5886
 CK5886  NAD 83(1986)-  32 08 20.68083(N)    081 40 05.67817(W) AD(       ) 2
 CK5886  NGVD 29 (10/08/91)   30.5    (m)          100.     (f) VERT ANG       
 CK5886
 CK5886.Superseded values are not recommended for survey control.
 CK5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5886.See file dsdata.txt to determine how the superseded data were derived.
 CK5886
 CK5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3697656047(NAD 83)
 CK5886_MARKER: DD = SURVEY DISK
 CK5886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5886_STAMPING: 015-207 1982 AZ MK
 CK5886_MARK LOGO: GADT  
 CK5886_PROJECTION: RECESSED 10 CENTIMETERS
 CK5886_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5886+STABILITY: SURFACE MOTION
 CK5886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5886+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2001
 CK5886
 CK5886  HISTORY     - Date     Condition        Report By
 CK5886  HISTORY     - 1982     MONUMENTED       GADT
 CK5886  HISTORY     - 19961001 GOOD             USPSQD
 CK5886  HISTORY     - 20010120 GOOD             NGS
 CK5886
 CK5886                          STATION DESCRIPTION
 CK5886
 CK5886'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5886'THE STATION IS LOCATED ABOUT 4.25 KM (2.65 MI) WEST OF PEMBROKE,
 CK5886'7.35 KM (4.55 MI) EAST OF GROVELAND, AND 17.05 KM (10.6 MI)
 CK5886'SOUTH-SOUTHEAST OF DENMARK.
 CK5886'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5886'
 CK5886'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5886'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5886'PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 4.5 KM (2.8 MI)
 CK5886'TO THE STATION ON THE RIGHT.
 CK5886'
 CK5886'THE STATION IS A STANDARD GADT DISK
 CK5886'STAMPED---015-207 1982 AZ MK---,
 CK5886'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5886'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5886'13.96 METERS (45.80 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5886'HIGHWAY 280,
 CK5886'11.40 METERS (37.40 FT) EAST FROM THE CENTERLINE OF BEAUTIFUL
 CK5886'ZION CHURCH PAVED ROAD,
 CK5886'4.42 METERS (14.50 FT) NORTHEAST FROM THE EAST END OF AN 18 INCH
 CK5886'CONCRETE SIDE DRAIN PIPE, AND
 CK5886'1.22 METERS (4.00 FT) SOUTH FROM A WITNESS POST.
 CK5886'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5886'STAMPED---015-207 1982 AZ MK---,
 CK5886'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5886'
 CK5886'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5886'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5886'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5886'
 CK5886'DESCRIBED BY G.D. JOHNSON.
 CK5886
 CK5886                          STATION RECOVERY (1996)
 CK5886
 CK5886'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5886'RECOVERED IN GOOD CONDITION.
 CK5886
 CK5886                          STATION RECOVERY (2001)
 CK5886
 CK5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK5886'0.1 KM WESTERLY ALONG SOUTH RAILROAD STREET FROM THE POST OFFICE
 CK5886'IN PEMBROKE, THENCE 0.1 KM NORTHERLY ALONG LEDFORD STREET,
 CK5886'THENCE 4.1 KM WESTERLY ALONG U.S. HIGHWAY 280, 14.0 M NORTH OF THE
 CK5886'HIGHWAY CENTERLINE, 11.6 M EAST OF THE CENTER OF BEAUTIFUL ZION
 CK5886'CHURCH ROAD, 2.8 M EAST OF A  T-JUNCTION UTILITY POLE WITH A GUY
 CK5886'CABLE, 1.2 M SOUTH OF A WITNESS POST, 0.8 M BELOW THE LEVEL OF THE
 CK5886'HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M BELOW THE GROUND
 CK5886'SURFACE.  NOTE--THE MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
 CK5886' 
 CK5886' 
 CK5886'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5887 ***********************************************************************
 CK5887  DESIGNATION -  BV 015 207 RM 1
 CK5887  PID         -  CK5887
 CK5887  STATE/COUNTY-  GA/BRYAN
 CK5887  USGS QUAD   -  GROVELAND (1976)
 CK5887
 CK5887                         *CURRENT SURVEY CONTROL
 CK5887  ___________________________________________________________________
 CK5887* NAD 83(1994)-  32 08 19.58953(N)    081 39 50.86493(W)     ADJUSTED  
 CK5887* NAVD 88     -        30.5    (meters)     100.     (feet)  VERTCON   
 CK5887  ___________________________________________________________________
 CK5887  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 CK5887  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK5887
 CK5887  HORZ ORDER  -  SECOND
 CK5887
 CK5887.The horizontal coordinates were established by classical geodetic methods
 CK5887.and adjusted by the National Geodetic Survey in September 1997..
 CK5887
 CK5887.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5887
 CK5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5887
 CK5887.The geoid height was determined by GEOID03.
 CK5887
 CK5887;                    North         East     Units Scale Factor Converg.
 CK5887;SPC GA E     -   237,214.402   247,410.211   MT  0.99992771   +0 16 02.4
 CK5887;SPC GA E     -   778,260.92    811,711.67   sFT  0.99992771   +0 16 02.4
 CK5887;UTM  17      - 3,556,011.129   437,363.507   MT  0.99964838   -0 21 11.9
 CK5887
 CK5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5887!SPC GA E     -   0.99999996  x   0.99992771  =   0.99992767
 CK5887!UTM  17      -   0.99999996  x   0.99964838  =   0.99964834
 CK5887
 CK5887                          SUPERSEDED SURVEY CONTROL
 CK5887
 CK5887  NAD 83(1986)-  32 08 19.59367(N)    081 39 50.87167(W) AD(       ) 2
 CK5887  NGVD 29 (10/08/91)   30.7    (m)          101.     (f) H LEVEL        
 CK5887
 CK5887.Superseded values are not recommended for survey control.
 CK5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5887.See file dsdata.txt to determine how the superseded data were derived.
 CK5887
 CK5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3736456011(NAD 83)
 CK5887_MARKER: DD = SURVEY DISK
 CK5887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5887+STABILITY: SURFACE MOTION
 CK5887
 CK5887  HISTORY     - Date     Condition        Report By
 CK5887  HISTORY     - 1982     MONUMENTED       GADT
 CK5887  HISTORY     - 19961001 GOOD             USPSQD
 CK5887  HISTORY     - 20010216 MARK NOT FOUND   NGS
 CK5887
 CK5887                          STATION DESCRIPTION
 CK5887
 CK5887'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5887'THE STATION IS LOCATED APPROXIMATELY 3.7 KM (2.3 MI) WEST OF
 CK5887'PEMBROKE, 7.9 KM (4.9 MI) EAST OF GROVELAND, AND 17.4 KM (10.8 MI)
 CK5887'SOUTH-SOUTHEAST OF DENMARK.
 CK5887'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5887'
 CK5887'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5887'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30 ) IN
 CK5887'PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 4.05 KM (2.5 MI)
 CK5887'TO THE STATION ON THE RIGHT.
 CK5887'
 CK5887'THE STATION IS A STANDARD GADT DISK
 CK5887'STAMPED---015-207 1982 RM 1---,
 CK5887'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5887'FLUSH WITH GROUND.  IT IS LOCATED
 CK5887'12.28 METERS (40.30 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5887'HIGHWAY 280,
 CK5887'8.29 METERS (27.20 FT) NORTHEAST FROM THE EAST END OF A 15
 CK5887'INCH CONCRETE SIDE DRAIN PIPE,
 CK5887'16.22 METERS (53.20 FT) WEST-SOUTHWEST FROM THE POWER POLE, AND
 CK5887'1.01 METERS (3.30 FT) SOUTH FROM A WITNESS POST.
 CK5887'
 CK5887'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5887'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5887'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5887'
 CK5887'DESCRIBED BY G.D. JOHNSON.
 CK5887
 CK5887                          STATION RECOVERY (1996)
 CK5887
 CK5887'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5887'RECOVERED IN GOOD CONDITION.
 CK5887
 CK5887                          STATION RECOVERY (2001)
 CK5887
 CK5887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 CK5887'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 CK5887' 
 CK5887' 
 CK5887'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5888 ***********************************************************************
 CK5888  DESIGNATION -  BV 015 208
 CK5888  PID         -  CK5888
 CK5888  STATE/COUNTY-  GA/BRYAN
 CK5888  USGS QUAD   -  LANIER (1976)
 CK5888
 CK5888                         *CURRENT SURVEY CONTROL
 CK5888  ___________________________________________________________________
 CK5888* NAD 83(1994)-  32 07 58.05627(N)    081 34 43.44858(W)     ADJUSTED  
 CK5888* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 CK5888  ___________________________________________________________________
 CK5888  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CK5888  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CK5888
 CK5888  HORZ ORDER  -  SECOND
 CK5888
 CK5888.The horizontal coordinates were established by classical geodetic methods
 CK5888.and adjusted by the National Geodetic Survey in September 1997..
 CK5888
 CK5888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5888
 CK5888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5888
 CK5888.The geoid height was determined by GEOID03.
 CK5888
 CK5888;                    North         East     Units Scale Factor Converg.
 CK5888;SPC GA E     -   236,591.958   255,470.102   MT  0.99993793   +0 18 45.8
 CK5888;SPC GA E     -   776,218.78    838,154.83   sFT  0.99993793   +0 18 45.8
 CK5888;UTM  17      - 3,555,301.629   445,413.845   MT  0.99963674   -0 18 28.2
 CK5888
 CK5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5888!SPC GA E     -   1.00000136  x   0.99993793  =   0.99993929
 CK5888!UTM  17      -   1.00000136  x   0.99963674  =   0.99963810
 CK5888
 CK5888                          SUPERSEDED SURVEY CONTROL
 CK5888
 CK5888  NAD 83(1986)-  32 07 58.06147(N)    081 34 43.45519(W) AD(       ) 2
 CK5888  NGVD 29 (10/08/91)   22.0    (m)           72.     (f) VERT ANG       
 CK5888
 CK5888.Superseded values are not recommended for survey control.
 CK5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5888.See file dsdata.txt to determine how the superseded data were derived.
 CK5888
 CK5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4541455302(NAD 83)
 CK5888_MARKER: DD = SURVEY DISK
 CK5888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5888+STABILITY: SURFACE MOTION
 CK5888
 CK5888  HISTORY     - Date     Condition        Report By
 CK5888  HISTORY     - 1982     MONUMENTED       GADT
 CK5888
 CK5888                          STATION DESCRIPTION
 CK5888
 CK5888'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5888'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI) WEST OF
 CK5888'LANIER, 4.35 KM (2.7 MI) EAST OF PEMBROKE, AND 14.8 KM (9.2 MI)
 CK5888'WEST-SOUTHWEST OF BLITCHTON.
 CK5888'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5888'
 CK5888'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5888'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5888'PEMBROKE, GO EAST ALONG U.S. HIGHWAY 280 FOR 3.8 KM (2.35 MI)
 CK5888'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING EAST ALONG
 CK5888'U.S. HIGHWAY 280 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF A
 CK5888'FIELD ROAD TO THE LEFT AND THE STATION ON THE LEFT.
 CK5888'
 CK5888'THE STATION IS A STANDARD GADT DISK
 CK5888'STAMPED---015-208 1982---,
 CK5888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5888'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 CK5888'9.60 METERS (31.50 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5888'HIGHWAY 280,
 CK5888'3.05 METERS (10.00 FT) EAST FROM THE CENTERLINE OF THE DIRT
 CK5888'WOODS ROAD,
 CK5888'9.97 METERS (32.70 FT) SOUTHEAST FROM THE WEST END OF AN 18 INCH
 CK5888'CONCRETE SIDE DRAIN PIPE UNDER THE WOODS ROAD,
 CK5888'5.00 METERS (16.40 FT) SOUTH-SOUTHWEST FROM THE EAST END OF THE
 CK5888'18 INCH CONCRETE SIDE DRAIN PIPE , AND
 CK5888'0.98 METER (3.2 FT) SOUTH FROM A WITNESS POST.
 CK5888'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5888'STAMPED---015-208 1982---,
 CK5888'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5888'
 CK5888'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK5888'STAMPED---015-208 1982 RM 1---,
 CK5888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5888'RECESSED 20. CM BELOW THE GROUND.  IT IS LOCATED
 CK5888'9.81 METERS (32.20 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5888'HIGHWAY 280,
 CK5888'17.80 METERS (58.80 FT) WEST FROM THE CENTERLINE OF THE WOODS
 CK5888'ROAD,
 CK5888'13.23 METERS (43.40 FT) WEST-SOUTHWEST FROM THE WEST END OF THE
 CK5888'18 INCH CONCRETE PIPE UNDER THE WOODS ROAD, AND
 CK5888'1.07 METERS (3.50 FT) SOUTH FROM A WITNESS POST.
 CK5888'MARK IS BELOW STATION 0.6 METERS.
 CK5888'
 CK5888'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5888'STAMPED---015-208 1982 AZ MK---,
 CK5888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5888'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5888'8.11 METERS (26.60 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5888'HIGHWAY 280, AND
 CK5888'0.94 METER (3.1 FT) SOUTH FROM A WITNESS POST.
 CK5888'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5888'STAMPED---015-208 1982 AZ MK---,
 CK5888'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK5888'SURFACE.
 CK5888'
 CK5888'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5888'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5888'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5888'
 CK5888'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5889 ***********************************************************************
 CK5889  DESIGNATION -  BV 015 208 AZ MK
 CK5889  PID         -  CK5889
 CK5889  STATE/COUNTY-  GA/BRYAN
 CK5889  USGS QUAD   -  LANIER (1976)
 CK5889
 CK5889                         *CURRENT SURVEY CONTROL
 CK5889  ___________________________________________________________________
 CK5889* NAD 83(1994)-  32 07 59.16874(N)    081 35 00.11699(W)     ADJUSTED  
 CK5889* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 CK5889  ___________________________________________________________________
 CK5889  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CK5889  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 CK5889
 CK5889  HORZ ORDER  -  SECOND
 CK5889
 CK5889.The horizontal coordinates were established by classical geodetic methods
 CK5889.and adjusted by the National Geodetic Survey in September 1997..
 CK5889.No horizontal observational check was made to the station.
 CK5889
 CK5889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5889
 CK5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5889
 CK5889.The geoid height was determined by GEOID03.
 CK5889
 CK5889;                    North         East     Units Scale Factor Converg.
 CK5889;SPC GA E     -   236,623.847   255,033.068   MT  0.99993734   +0 18 36.9
 CK5889;SPC GA E     -   776,323.40    836,720.99   sFT  0.99993734   +0 18 36.9
 CK5889;UTM  17      - 3,555,338.239   444,977.313   MT  0.99963733   -0 18 37.1
 CK5889
 CK5889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5889!SPC GA E     -   1.00000131  x   0.99993734  =   0.99993865
 CK5889!UTM  17      -   1.00000131  x   0.99963733  =   0.99963864
 CK5889
 CK5889                          SUPERSEDED SURVEY CONTROL
 CK5889
 CK5889  NAD 83(1986)-  32 07 59.17388(N)    081 35 00.12362(W) AD(       ) 2
 CK5889  NGVD 29 (10/08/91)   22.     (m)           72.     (f) VERT ANG       
 CK5889
 CK5889.Superseded values are not recommended for survey control.
 CK5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5889.See file dsdata.txt to determine how the superseded data were derived.
 CK5889
 CK5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4497755338(NAD 83)
 CK5889_MARKER: DD = SURVEY DISK
 CK5889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5889+STABILITY: SURFACE MOTION
 CK5889
 CK5889  HISTORY     - Date     Condition        Report By
 CK5889  HISTORY     - 1982     MONUMENTED       GADT
 CK5889
 CK5889                          STATION DESCRIPTION
 CK5889
 CK5889'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5889'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) EAST OF PEMBROKE,
 CK5889'4.05 KM (2.5 MI) WEST OF LANIER, AND 15.3 KM (9.5 MI)
 CK5889'WEST-SOUTHWEST OF BLITCHTON.
 CK5889'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5889'
 CK5889'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5889'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5889'PEMBROKE, GO EAST ALONG U.S. HIGHWAY 280 FOR 3.8 KM (2.35 MI)
 CK5889'TO THE STATION ON THE RIGHT.
 CK5889'
 CK5889'THE STATION IS A STANDARD GADT DISK
 CK5889'STAMPED---015-208 1982 AZ MK---,
 CK5889'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5889'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5889'8.11 METERS (26.60 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5889'HIGHWAY 280, AND
 CK5889'0.94 METER (3.1 FT) SOUTH FROM A WITNESS POST.
 CK5889'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5889'STAMPED---015-208 1982 AZ MK---,
 CK5889'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5889'
 CK5889'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5889'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5889'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5889'
 CK5889'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5890 ***********************************************************************
 CK5890  DESIGNATION -  BV 015 208 RM 1
 CK5890  PID         -  CK5890
 CK5890  STATE/COUNTY-  GA/BRYAN
 CK5890  USGS QUAD   -  LANIER (1976)
 CK5890
 CK5890                         *CURRENT SURVEY CONTROL
 CK5890  ___________________________________________________________________
 CK5890* NAD 83(1994)-  32 07 58.11459(N)    081 34 44.24371(W)     ADJUSTED  
 CK5890* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 CK5890  ___________________________________________________________________
 CK5890  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CK5890  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 CK5890
 CK5890  HORZ ORDER  -  SECOND
 CK5890
 CK5890.The horizontal coordinates were established by classical geodetic methods
 CK5890.and adjusted by the National Geodetic Survey in September 1997..
 CK5890
 CK5890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5890
 CK5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5890
 CK5890.The geoid height was determined by GEOID03.
 CK5890
 CK5890;                    North         East     Units Scale Factor Converg.
 CK5890;SPC GA E     -   236,593.641   255,449.253   MT  0.99993790   +0 18 45.4
 CK5890;SPC GA E     -   776,224.30    838,086.42   sFT  0.99993790   +0 18 45.4
 CK5890;UTM  17      - 3,555,303.537   445,393.022   MT  0.99963677   -0 18 28.6
 CK5890
 CK5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5890!SPC GA E     -   1.00000140  x   0.99993790  =   0.99993930
 CK5890!UTM  17      -   1.00000140  x   0.99963677  =   0.99963817
 CK5890
 CK5890                          SUPERSEDED SURVEY CONTROL
 CK5890
 CK5890  NAD 83(1986)-  32 07 58.11979(N)    081 34 44.25032(W) AD(       ) 2
 CK5890  NGVD 29 (10/08/91)   21.7    (m)           71.     (f) H LEVEL        
 CK5890
 CK5890.Superseded values are not recommended for survey control.
 CK5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5890.See file dsdata.txt to determine how the superseded data were derived.
 CK5890
 CK5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4539355304(NAD 83)
 CK5890_MARKER: DD = SURVEY DISK
 CK5890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5890+STABILITY: SURFACE MOTION
 CK5890
 CK5890  HISTORY     - Date     Condition        Report By
 CK5890  HISTORY     - 1982     MONUMENTED       GADT
 CK5890
 CK5890                          STATION DESCRIPTION
 CK5890
 CK5890'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5890'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI) WEST OF
 CK5890'LANIER, 4.35 KM (2.7 MI) EAST OF PEMBROKE, AND 14.8 KM (9.2 MI)
 CK5890'WEST-SOUTHWEST OF BLITCHTON.
 CK5890'
 CK5890'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5890'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5890'PEMBROKE, GO EAST ALONG U.S. HIGHWAY 280 FOR 3.8 KM (2.35 MI)
 CK5890'TO THE JUNCTION OF A FIELD ROAD TO THE LEFT AND THE STATION ON
 CK5890'THE LEFT.
 CK5890'
 CK5890'THE STATION IS A STANDARD GADT DISK
 CK5890'STAMPED---015-208 1982 RM 1---,
 CK5890'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5890'RECESSED 20. CM BELOW THE GROUND.  IT IS LOCATED
 CK5890'9.81 METERS (32.2 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5890'HIGHWAY 280,
 CK5890'17.80 METERS (58.40 FT) WEST FROM THE CENTERLINE OF THE WOODS
 CK5890'ROAD,
 CK5890'13.23 METERS (43.80 FT) WEST-SOUTHWEST FROM THE WEST END OF AN
 CK5890'18 INCH CONCRETE PIPE UNDER THE WOODS ROAD, AND
 CK5890'1.07 METERS (3.50 FT) SOUTH FROM A WITNESS POST.
 CK5890'
 CK5890'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5890'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5890'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5890'
 CK5890'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5891 ***********************************************************************
 CK5891  DESIGNATION -  BV 015 209
 CK5891  PID         -  CK5891
 CK5891  STATE/COUNTY-  GA/BRYAN
 CK5891  USGS QUAD   -  GROVELAND (1976)
 CK5891
 CK5891                         *CURRENT SURVEY CONTROL
 CK5891  ___________________________________________________________________
 CK5891* NAD 83(1994)-  32 08 33.43079(N)    081 43 06.74545(W)     ADJUSTED  
 CK5891* NAVD 88     -        32.7    (meters)     107.     (feet)  VERTCON   
 CK5891  ___________________________________________________________________
 CK5891  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK5891  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CK5891
 CK5891  HORZ ORDER  -  SECOND
 CK5891
 CK5891.The horizontal coordinates were established by classical geodetic methods
 CK5891.and adjusted by the National Geodetic Survey in September 1997..
 CK5891
 CK5891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5891
 CK5891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5891
 CK5891.The geoid height was determined by GEOID03.
 CK5891
 CK5891;                    North         East     Units Scale Factor Converg.
 CK5891;SPC GA E     -   237,618.056   242,275.142   MT  0.99992203   +0 14 18.3
 CK5891;SPC GA E     -   779,585.24    794,864.36   sFT  0.99992203   +0 14 18.3
 CK5891;UTM  17      - 3,556,470.262   432,234.509   MT  0.99965663   -0 22 56.3
 CK5891
 CK5891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5891!SPC GA E     -   0.99999960  x   0.99992203  =   0.99992163
 CK5891!UTM  17      -   0.99999960  x   0.99965663  =   0.99965623
 CK5891
 CK5891                          SUPERSEDED SURVEY CONTROL
 CK5891
 CK5891  NAD 83(1986)-  32 08 33.43185(N)    081 43 06.74489(W) AD(       ) 2
 CK5891  NGVD 29 (10/08/91)   32.9    (m)          108.     (f) VERT ANG       
 CK5891
 CK5891.Superseded values are not recommended for survey control.
 CK5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5891.See file dsdata.txt to determine how the superseded data were derived.
 CK5891
 CK5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3223556470(NAD 83)
 CK5891_MARKER: DD = SURVEY DISK
 CK5891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5891+STABILITY: SURFACE MOTION
 CK5891
 CK5891  HISTORY     - Date     Condition        Report By
 CK5891  HISTORY     - 1982     MONUMENTED       GADT
 CK5891  HISTORY     - 19961001 GOOD             USPSQD
 CK5891  HISTORY     - 20000213 MARK NOT FOUND   USPSQD
 CK5891
 CK5891                          STATION DESCRIPTION
 CK5891
 CK5891'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5891'THE STATION IS LOCATED APPROXIMATELY 2.6 KM (1.6 MI) EAST OF
 CK5891'GROVELAND, 9.0 KM (5.6 MI) WEST OF PEMBROKE, AND 16.0 KM
 CK5891'(9.95 MI) SOUTH OF DENMARK.
 CK5891'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5891'
 CK5891'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5891'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5891'PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 4.45 KM (2.75 MI)
 CK5891'TO THE JUNCTION OF PAVED COUNTY ROAD 67 (BEAUTIFUL ZION CHURCH
 CK5891'ROAD) TO THE RIGHT.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 280
 CK5891'FOR 4.9 KM (3.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 68
 CK5891'CROSSING AND THE STATION ON THE RIGHT.
 CK5891'
 CK5891'THE STATION IS A STANDARD GADT DISK
 CK5891'STAMPED---015-209 1982---,
 CK5891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5891'FLUSH WITH GROUND.  IT IS LOCATED
 CK5891'18.75 METERS (61.50 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5891'HIGHWAY 280,
 CK5891'8.96 METERS (29.40 FT) EAST FROM THE CENTERLINE OF DIRT COUNTY
 CK5891'ROAD 68,
 CK5891'3.47 METERS (11.40 FT) NORTHEAST FROM A POWER POLE,
 CK5891'3.26 METERS (10.70 FT) EAST-SOUTHEAST FROM THE SOUTHWEST CORNER
 CK5891'FENCE POST OF THE FENCELINE, AND
 CK5891'0.85 METER (2.80 FT) SOUTH FROM A WITNESS POST.
 CK5891'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5891'STAMPED---015-209 1982---,
 CK5891'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5891'
 CK5891'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5891'STAMPED---015-209 1982 RM 1---,
 CK5891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5891'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5891'18.07 METERS (59.30 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5891'HIGHWAY 280,
 CK5891'7.77 METERS (25.50 FT) WEST FROM THE CENTERLINE OF DIRT COUNTY
 CK5891'ROAD 68,
 CK5891'1.37 METERS (4.50 FT) EAST-NORTHEAST FROM AN UNDERGROUND
 CK5891'TELEPHONE CABLE PEDESTAL, AND
 CK5891'1.10 METERS (3.6 FT) SOUTH FROM A WITNESS POST.
 CK5891'MARK IS BELOW STATION 0.30 METERS.
 CK5891'
 CK5891'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5891'STAMPED---015-209 1982 AZ MK---,
 CK5891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5891'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5891'9.54 METERS (31.3 FT) SOUTH FROM THE CENTERLINE OF U.S.
 CK5891'HIGHWAY 280,
 CK5891'13.81 METERS (45.30 FT) NORTH FROM THE NORTHERNMOST RAIL OF
 CK5891'THE RAILROAD TRACKS,
 CK5891'7.25 METERS (23.80 FT) EAST-NORTHEAST FROM THE WEST END OF A
 CK5891'30 INCH CONCRETE SIDE DRAIN PIPE UNDER THE DIRT DRIVE,
 CK5891'2.41 METERS (7.90 FT) WEST-NORTHWEST FROM THE EAST END OF THE
 CK5891'30 INCH CONCRETE PIPE UNDER THE DRIVE, AND
 CK5891'1.01 METERS (3.30 FT) NORTH FROM A WITNESS POST.
 CK5891'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5891'STAMPED---015-209 1982 AZ MK---,
 CK5891'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW
 CK5891'THE GROUND
 CK5891'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG
 CK5891'U.S. HIGHWAY 280 FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF A
 CK5891'DRIVEWAY TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 CK5891'
 CK5891'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5891'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5891'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5891'
 CK5891'DESCRIBED BY G.D. JOHNSON.
 CK5891
 CK5891                          STATION RECOVERY (1996)
 CK5891
 CK5891'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5891'RECOVERED IN GOOD CONDITION.
 CK5891
 CK5891                          STATION RECOVERY (2000)
 CK5891
 CK5891'RECOVERY NOTE BY US POWER SQUADRON 2000
 CK5891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5892 ***********************************************************************
 CK5892  DESIGNATION -  BV 015 209 AZ MK
 CK5892  PID         -  CK5892
 CK5892  STATE/COUNTY-  GA/BRYAN
 CK5892  USGS QUAD   -  GROVELAND (1976)
 CK5892
 CK5892                         *CURRENT SURVEY CONTROL
 CK5892  ___________________________________________________________________
 CK5892* NAD 83(1994)-  32 08 34.02751(N)    081 43 28.50209(W)     ADJUSTED  
 CK5892* NAVD 88     -        33.     (meters)     108.     (feet)  VERTCON   
 CK5892  ___________________________________________________________________
 CK5892  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CK5892  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 CK5892
 CK5892  HORZ ORDER  -  SECOND
 CK5892
 CK5892.The horizontal coordinates were established by classical geodetic methods
 CK5892.and adjusted by the National Geodetic Survey in September 1997..
 CK5892.No horizontal observational check was made to the station.
 CK5892
 CK5892.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5892
 CK5892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5892
 CK5892.The geoid height was determined by GEOID03.
 CK5892
 CK5892;                    North         East     Units Scale Factor Converg.
 CK5892;SPC GA E     -   237,634.079   241,704.931   MT  0.99992144   +0 14 06.7
 CK5892;SPC GA E     -   779,637.81    792,993.59   sFT  0.99992144   +0 14 06.7
 CK5892;UTM  17      - 3,556,492.455   431,664.656   MT  0.99965759   -0 23 07.9
 CK5892
 CK5892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5892!SPC GA E     -   0.99999948  x   0.99992144  =   0.99992092
 CK5892!UTM  17      -   0.99999948  x   0.99965759  =   0.99965707
 CK5892
 CK5892                          SUPERSEDED SURVEY CONTROL
 CK5892
 CK5892  NAD 83(1986)-  32 08 34.02860(N)    081 43 28.50153(W) AD(       ) 2
 CK5892  NGVD 29 (10/08/91)   34.     (m)          112.     (f) VERT ANG       
 CK5892
 CK5892.Superseded values are not recommended for survey control.
 CK5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5892.See file dsdata.txt to determine how the superseded data were derived.
 CK5892
 CK5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3166556492(NAD 83)
 CK5892_MARKER: DD = SURVEY DISK
 CK5892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5892+STABILITY: SURFACE MOTION
 CK5892
 CK5892  HISTORY     - Date     Condition        Report By
 CK5892  HISTORY     - 1982     MONUMENTED       GADT
 CK5892  HISTORY     - 19961001 GOOD             USPSQD
 CK5892  HISTORY     - 20000213 GOOD             USPSQD
 CK5892
 CK5892                          STATION DESCRIPTION
 CK5892
 CK5892'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5892'THE STATION IS LOCATED ABOUT 1.95 KM (1.2 MI) EAST OF GROVELAND,
 CK5892'8.05 KM (5.0 MI) WEST OF PEMBROKE, AND 16.1 KM (10.0 MI) SOUTH
 CK5892'OF DENMARK.
 CK5892'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5892'
 CK5892'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5892'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30)
 CK5892'IN PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 4.45 KM (2.75 MI)
 CK5892'TO THE JUNCTION OF PAVED COUNTY ROAD 67 (BEAUTIFUL ZION CHURCH
 CK5892'ROAD) TO THE RIGHT.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 280
 CK5892'FOR 4.9 KM (3.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 68
 CK5892'CROSSING.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 280 FOR
 CK5892'0.55 KM (0.35 MI) TO THE JUNCTION OF A DRIVEWAY TO THE LEFT AND
 CK5892'THE STATION ON THE LEFT.
 CK5892'
 CK5892'THE STATION IS A STANDARD GADT DISK
 CK5892'STAMPED---015-209 1982 AZ MK---,
 CK5892'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5892'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5892'9.54 METERS (31.30 FT) SOUTH FROM THE CENTERLINE OF U.S.
 CK5892'HIGHWAY 280,
 CK5892'13.81 METERS (45.30 FT) NORTH FROM THE NORTHERNMOST RAIL OF THE
 CK5892'RAILROAD TRACKS,
 CK5892'7.25 METERS (23.80 FT) EAST-NORTHEAST FROM THE WEST END OF A 30
 CK5892'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DIRT DRIVE,
 CK5892'2.41 METERS (7.90 FT) WEST-NORTHWEST FROM THE EAST END OF THE 30
 CK5892'INCH CONCRETE PIPE UNDER THE DRIVE, AND
 CK5892'1.01 METERS (3.30 FT) NORTH FROM A WITNESS POST.
 CK5892'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5892'STAMPED---015-209 1982 AZ MK---,
 CK5892'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5892'
 CK5892'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5892'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5892'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5892'
 CK5892'DESCRIBED BY G.D. JOHNSON.
 CK5892
 CK5892                          STATION RECOVERY (1996)
 CK5892
 CK5892'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5892'RECOVERED IN GOOD CONDITION.
 CK5892
 CK5892                          STATION RECOVERY (2000)
 CK5892
 CK5892'RECOVERY NOTE BY US POWER SQUADRON 2000
 CK5892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5893 ***********************************************************************
 CK5893  DESIGNATION -  BV 015 209 RM 1
 CK5893  PID         -  CK5893
 CK5893  STATE/COUNTY-  GA/BRYAN
 CK5893  USGS QUAD   -  GROVELAND (1976)
 CK5893
 CK5893                         *CURRENT SURVEY CONTROL
 CK5893  ___________________________________________________________________
 CK5893* NAD 83(1994)-  32 08 33.45151(N)    081 43 07.38827(W)     ADJUSTED  
 CK5893* NAVD 88     -        32.4    (meters)     106.     (feet)  VERTCON   
 CK5893  ___________________________________________________________________
 CK5893  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK5893  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CK5893
 CK5893  HORZ ORDER  -  SECOND
 CK5893
 CK5893.The horizontal coordinates were established by classical geodetic methods
 CK5893.and adjusted by the National Geodetic Survey in September 1997..
 CK5893
 CK5893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5893
 CK5893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5893
 CK5893.The geoid height was determined by GEOID03.
 CK5893
 CK5893;                    North         East     Units Scale Factor Converg.
 CK5893;SPC GA E     -   237,618.624   242,258.294   MT  0.99992202   +0 14 18.0
 CK5893;SPC GA E     -   779,587.10    794,809.09   sFT  0.99992202   +0 14 18.0
 CK5893;UTM  17      - 3,556,471.012   432,217.673   MT  0.99965666   -0 22 56.6
 CK5893
 CK5893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5893!SPC GA E     -   0.99999964  x   0.99992202  =   0.99992166
 CK5893!UTM  17      -   0.99999964  x   0.99965666  =   0.99965630
 CK5893
 CK5893                          SUPERSEDED SURVEY CONTROL
 CK5893
 CK5893  NAD 83(1986)-  32 08 33.45257(N)    081 43 07.38769(W) AD(       ) 2
 CK5893  NGVD 29 (10/08/91)   32.7    (m)          107.     (f) H LEVEL        
 CK5893
 CK5893.Superseded values are not recommended for survey control.
 CK5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5893.See file dsdata.txt to determine how the superseded data were derived.
 CK5893
 CK5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3221856471(NAD 83)
 CK5893_MARKER: DD = SURVEY DISK
 CK5893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5893+STABILITY: SURFACE MOTION
 CK5893
 CK5893  HISTORY     - Date     Condition        Report By
 CK5893  HISTORY     - 1982     MONUMENTED       GADT
 CK5893  HISTORY     - 19961001 POOR             USPSQD
 CK5893
 CK5893                          STATION DESCRIPTION
 CK5893
 CK5893'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5893'THE STATION IS LOCATED APPROXIMATELY 2.6 KM (1.6 MI) EAST OF
 CK5893'GROVELAND, 9.0 KM (5.6 MI) WEST OF PEMBROKE, AND 16.0 KM
 CK5893'(9.95 MI) SOUTH OF DENMARK.
 CK5893'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5893'
 CK5893'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK5893'(STATE ROUTE 67) AND U.S. HIGHWAY 280 (STATE ROUTE 30) IN
 CK5893'PEMBROKE, GO WEST ALONG U.S. HIGHWAY 280 FOR 4.45 KM (2.75 MI)
 CK5893'TO THE JUNCTION OF COUNTY PAVED ROAD 67 (BEAUTIFUL ZION
 CK5893'CHURCH ROAD) TO THE RIGHT.  CONTINUE GOING WEST ALONG U.S.
 CK5893'HIGHWAY 280 FOR 4.9 KM (3.05 MI) TO THE JUNCTION OF DIRT COUNTY
 CK5893'ROAD 68 CROSSING AND THE STATION ON THE RIGHT.
 CK5893'
 CK5893'THE STATION IS A STANDARD GADT DISK
 CK5893'STAMPED---015-209 1982 RM 1---,
 CK5893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5893'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5893'18.07 METERS (59.30 FT) NORTH FROM THE CENTERLINE OF U.S.
 CK5893'HIGHWAY 280,
 CK5893'7.77 METERS (25.50 FT) WEST FROM THE CENTERLINE OF DIRT COUNTY
 CK5893'ROAD 68,
 CK5893'1.37 METERS (4.50 FT) EAST-NORTHEAST FROM THE UNDERGROUND
 CK5893'TELEPHONE CABLE PEDESTAL, AND
 CK5893'1.10 METERS (3.60 FT) SOUTH FROM A WITNESS POST.
 CK5893'
 CK5893'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5893'COUNTY ROAD NUMBERS OBTAINED FROM--GENNERAL HIGHWAY MAP BRYAN
 CK5893'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5893'
 CK5893'DESCRIBED BY G.D. JOHNSON.
 CK5893
 CK5893                          STATION RECOVERY (1996)
 CK5893
 CK5893'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5893'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5894 ***********************************************************************
 CK5894  DESIGNATION -  BV 015 210
 CK5894  PID         -  CK5894
 CK5894  STATE/COUNTY-  GA/BRYAN
 CK5894  USGS QUAD   -  DAISY (1976)
 CK5894
 CK5894                         *CURRENT SURVEY CONTROL
 CK5894  ___________________________________________________________________
 CK5894* NAD 83(1994)-  32 09 14.97661(N)    081 45 21.63729(W)     ADJUSTED  
 CK5894* NAVD 88     -        41.8    (meters)     137.     (feet)  VERTCON   
 CK5894  ___________________________________________________________________
 CK5894  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CK5894  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK5894
 CK5894  HORZ ORDER  -  SECOND
 CK5894
 CK5894.The horizontal coordinates were established by classical geodetic methods
 CK5894.and adjusted by the National Geodetic Survey in September 1997..
 CK5894
 CK5894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5894
 CK5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5894
 CK5894.The geoid height was determined by GEOID03.
 CK5894
 CK5894;                    North         East     Units Scale Factor Converg.
 CK5894;SPC GA E     -   238,883.568   238,735.409   MT  0.99991850   +0 13 06.8
 CK5894;SPC GA E     -   783,737.17    783,251.09   sFT  0.99991850   +0 13 06.8
 CK5894;UTM  17      - 3,557,773.713   428,709.615   MT  0.99966267   -0 24 08.5
 CK5894
 CK5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5894!SPC GA E     -   0.99999815  x   0.99991850  =   0.99991665
 CK5894!UTM  17      -   0.99999815  x   0.99966267  =   0.99966082
 CK5894
 CK5894                          SUPERSEDED SURVEY CONTROL
 CK5894
 CK5894  NAD 83(1986)-  32 09 14.97786(N)    081 45 21.63662(W) AD(       ) 2
 CK5894  NGVD 29 (10/08/91)   42.1    (m)          138.     (f) VERT ANG       
 CK5894
 CK5894.Superseded values are not recommended for survey control.
 CK5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5894.See file dsdata.txt to determine how the superseded data were derived.
 CK5894
 CK5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2871057774(NAD 83)
 CK5894_MARKER: DD = SURVEY DISK
 CK5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5894+STABILITY: SURFACE MOTION
 CK5894
 CK5894  HISTORY     - Date     Condition        Report By
 CK5894  HISTORY     - 1982     MONUMENTED       GADT
 CK5894  HISTORY     - 19961001 GOOD             USPSQD
 CK5894
 CK5894                          STATION DESCRIPTION
 CK5894
 CK5894'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5894'THE STATION IS LOCATED APPROXIMATELY 1.95 KM (1.2 MI)
 CK5894'NORTH-NORTHWEST OF GROVELAND, 7.5 KM (4.65 MI) EAST OF
 CK5894'DAISY, AND 13.05 KM (8.1 MI) WEST-NORTHWEST OF PEMBROKE.
 CK5894'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 CK5894'
 CK5894'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250
 CK5894'(COUNTY PAVED ROAD 90733 CROSSING), AND U.S. HIGHWAY 280
 CK5894'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF
 CK5894'CLAXTON, GO EAST ALONG U.S. HIGHWAY 280 FOR 4.25 KM (2.65 MI)
 CK5894'TO THE JUNCTION OF PAVED COUNTY ROAD 92664 TO THE RIGHT.
 CK5894'CONTINUE GOING EAST ALONG U.S. HIGHWAY 280 FOR 4.45 KM (2.75 MI)
 CK5894'TO THE JUNCTION OF PAVED COUNTY ROAD 92844 REVERSE FORKING TO
 CK5894'THE LEFT, IN THE COMMUNITY OF GROVELAND.  TURN LEFT GOING NORTH
 CK5894'ALONG COUNTY ROAD 91844 FOR 1.45 KM (0.9 MI) TO THE STATION ON
 CK5894'THE LEFT.
 CK5894'
 CK5894'THE STATION IS A STANDARD GADT DISK
 CK5894'STAMPED---015-210 1982---,
 CK5894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5894'FLUSH WITH GROUND.  IT IS LOCATED
 CK5894'15.36 METERS (50.40 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE
 CK5894'OF PAVED COUNTY ROAD 91844,
 CK5894'38.80 METERS (127.3 FT) SOUTHEAST FROM A RIGHT OF WAY MARKER,
 CK5894'14.26 METERS (46.80 FT) EAST-SOUTHEAST FROM A SHORT POWER POLE
 CK5894'USED FOR A FENCE POST,
 CK5894'2.26 METERS (7.40 FT) NORTHWEST FROM A 6 INCH PINE TREE, AND
 CK5894'1.86 METERS (6.10 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK5894'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5894'STAMPED---015-210 1982---,
 CK5894'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5894'
 CK5894'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5894'STAMPED---015-210 1982 RM 1---,
 CK5894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5894'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5894'13.20 METERS (43.30 FT) SOUTHWEST FROM THE CENTERLINE OF PAVED
 CK5894'COUNTY ROAD 91844,
 CK5894'15.48 METERS (50.80 FT) EAST-SOUTHEAST FROM THE RIGHT OF WAY
 CK5894'MARKER,
 CK5894'9.78 METERS (32.10 FT) NORTH FROM THE SHORT POWER POLE FENCE
 CK5894'POST, AND
 CK5894'2.99 METERS (9.80 FT) NORTHEAST FROM A WITNESS POST.
 CK5894'MARK IS BELOW STATION 0.15 METERS.
 CK5894'
 CK5894'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5894'STAMPED---015-210 1982 AZ MK---,
 CK5894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5894'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5894'14.69 METERS (48.20 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5894'PAVED COUNTY ROAD 91844,
 CK5894'12.13 METERS (39.80 FT) SOUTH FROM THE CORNER FENCE POST OF AN
 CK5894'EAST-WEST FENCELINE, AND
 CK5894'0.76 METER (2.50 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5894'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5894'STAMPED---015-210 1982 AZ MK---,
 CK5894'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK5894'SURFACE.
 CK5894'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG PAVED
 CK5894'COUNTY ROAD 91844 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE
 CK5894'RIGHT.
 CK5894'
 CK5894'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5894'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5894'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5894'
 CK5894'DESCRIBED BY G.D. JOHNSON.
 CK5894
 CK5894                          STATION RECOVERY (1996)
 CK5894
 CK5894'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5895 ***********************************************************************
 CK5895  DESIGNATION -  BV 015 210 AZ MK
 CK5895  PID         -  CK5895
 CK5895  STATE/COUNTY-  GA/BRYAN
 CK5895  USGS QUAD   -  DAISY (1976)
 CK5895
 CK5895                         *CURRENT SURVEY CONTROL
 CK5895  ___________________________________________________________________
 CK5895* NAD 83(1994)-  32 09 36.49193(N)    081 45 27.38089(W)     ADJUSTED  
 CK5895* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 CK5895  ___________________________________________________________________
 CK5895  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CK5895  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK5895
 CK5895  HORZ ORDER  -  SECOND
 CK5895
 CK5895.The horizontal coordinates were established by classical geodetic methods
 CK5895.and adjusted by the National Geodetic Survey in September 1997..
 CK5895.No horizontal observational check was made to the station.
 CK5895
 CK5895.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5895
 CK5895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5895
 CK5895.The geoid height was determined by GEOID03.
 CK5895
 CK5895;                    North         East     Units Scale Factor Converg.
 CK5895;SPC GA E     -   239,545.665   238,582.399   MT  0.99991835   +0 13 03.9
 CK5895;SPC GA E     -   785,909.40    782,749.09   sFT  0.99991835   +0 13 03.9
 CK5895;UTM  17      - 3,558,437.260   428,563.826   MT  0.99966293   -0 24 11.8
 CK5895
 CK5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5895!SPC GA E     -   0.99999829  x   0.99991835  =   0.99991664
 CK5895!UTM  17      -   0.99999829  x   0.99966293  =   0.99966123
 CK5895
 CK5895                          SUPERSEDED SURVEY CONTROL
 CK5895
 CK5895  NAD 83(1986)-  32 09 36.49320(N)    081 45 27.38018(W) AD(       ) 2
 CK5895  NGVD 29 (10/08/91)   41.1    (m)          135.     (f) VERT ANG       
 CK5895
 CK5895.Superseded values are not recommended for survey control.
 CK5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5895.See file dsdata.txt to determine how the superseded data were derived.
 CK5895
 CK5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2856458437(NAD 83)
 CK5895_MARKER: DD = SURVEY DISK
 CK5895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5895+STABILITY: SURFACE MOTION
 CK5895
 CK5895  HISTORY     - Date     Condition        Report By
 CK5895  HISTORY     - 1982     MONUMENTED       GADT
 CK5895  HISTORY     - 19961001 GOOD             USPSQD
 CK5895
 CK5895                          STATION DESCRIPTION
 CK5895
 CK5895'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5895'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH-NORTHWEST OF
 CK5895'GROVELAND, 7.55 KM (4.7 MI) EAST-NORTHEAST OF DAISY, AND 13.10 KM
 CK5895'(8.15 MI) WEST-NORTHWEST OF PEMBROKE.
 CK5895'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 CK5895'
 CK5895'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5895'(COUNTY PAVED ROAD 90733 CROSSING), AND U.S. HIGHWAY 280
 CK5895'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF CLAXTON,
 CK5895'GO EAST ALONG U.S. HIGHWAY 280 FOR 4.25 KM (2.65 MI) TO THE
 CK5895'JUNCTION OF COUNTY PAVED ROAD 92664 TO THE RIGHT.  CONTINUE
 CK5895'GOING EAST ALONG U.S. HIGHWAY 280 FOR 4.45 KM (2.75 MI) TO THE
 CK5895'JUNCTION OF PAVED COUNTY ROAD 91844 REVERSE FORKING TO THE LEFT,
 CK5895'IN THE COMMUNITY OF GROVELAND.  TURN LEFT GOING NORTH ALONG
 CK5895'COUNTY ROAD 91844 FOR 2.1 KM (1.3 MI) TO THE STATION ON THE RIGHT.
 CK5895'
 CK5895'THE STATION IS A STANDARD GADT DISK
 CK5895'STAMPED---015-210 1982 AZ MK---,
 CK5895'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5895'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5895'14.69 METERS (48.20 FT) EAST-NORTHEAST FROM THE CENTERLINE
 CK5895'OF COUNTY PAVED ROAD 91844,
 CK5895'12.13 METERS (39.80 FT) SOUTH FROM A CORNER FENCE POST OF AN
 CK5895'EAST-WEST FENCELINE, AND
 CK5895'0.76 METER (2.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5895'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5895'STAMPED---015-210 1982 AZ MK---,
 CK5895'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5895'
 CK5895'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5895'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5895'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5895'
 CK5895'DESCRIBED BY G.D. JOHNSON.
 CK5895
 CK5895                          STATION RECOVERY (1996)
 CK5895
 CK5895'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5896 ***********************************************************************
 CK5896  DESIGNATION -  BV 015 210 RM 1
 CK5896  PID         -  CK5896
 CK5896  STATE/COUNTY-  GA/BRYAN
 CK5896  USGS QUAD   -  DAISY (1976)
 CK5896
 CK5896                         *CURRENT SURVEY CONTROL
 CK5896  ___________________________________________________________________
 CK5896* NAD 83(1994)-  32 09 15.72251(N)    081 45 21.82946(W)     ADJUSTED  
 CK5896* NAVD 88     -        41.7    (meters)     137.     (feet)  VERTCON   
 CK5896  ___________________________________________________________________
 CK5896  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CK5896  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK5896
 CK5896  HORZ ORDER  -  SECOND
 CK5896
 CK5896.The horizontal coordinates were established by classical geodetic methods
 CK5896.and adjusted by the National Geodetic Survey in September 1997..
 CK5896
 CK5896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5896
 CK5896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5896
 CK5896.The geoid height was determined by GEOID03.
 CK5896
 CK5896;                    North         East     Units Scale Factor Converg.
 CK5896;SPC GA E     -   238,906.522   238,730.287   MT  0.99991849   +0 13 06.7
 CK5896;SPC GA E     -   783,812.48    783,234.28   sFT  0.99991849   +0 13 06.7
 CK5896;UTM  17      - 3,557,796.716   428,704.743   MT  0.99966268   -0 24 08.6
 CK5896
 CK5896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5896!SPC GA E     -   0.99999817  x   0.99991849  =   0.99991666
 CK5896!UTM  17      -   0.99999817  x   0.99966268  =   0.99966085
 CK5896
 CK5896                          SUPERSEDED SURVEY CONTROL
 CK5896
 CK5896  NAD 83(1986)-  32 09 15.72378(N)    081 45 21.82880(W) AD(       ) 2
 CK5896  NGVD 29 (10/08/91)   41.9    (m)          137.     (f) H LEVEL        
 CK5896
 CK5896.Superseded values are not recommended for survey control.
 CK5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5896.See file dsdata.txt to determine how the superseded data were derived.
 CK5896
 CK5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2870557797(NAD 83)
 CK5896_MARKER: DD = SURVEY DISK
 CK5896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5896+STABILITY: SURFACE MOTION
 CK5896
 CK5896  HISTORY     - Date     Condition        Report By
 CK5896  HISTORY     - 1982     MONUMENTED       GADT
 CK5896  HISTORY     - 19961001 GOOD             USPSQD
 CK5896
 CK5896                          STATION DESCRIPTION
 CK5896
 CK5896'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5896'THE STATION IS LOCATED APPROXIMATELY 1.95 KM (1.2 MI)
 CK5896'NORTH-NORTHWEST OF GROVELAND, 7.5 KM (4.65 MI) EAST OF DAISY,
 CK5896'AND 13.05 KM (8.1 MI) WEST-NORTHWEST OF PEMBROKE.
 CK5896'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 CK5896'
 CK5896'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5896'(COUNTY PAVED ROAD 90733 CROSSING), AND U.S. HIGHWAY 280
 CK5896'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF
 CK5896'CLAXTON, GO EAST ALONG U.S. HIGHWAY 280 FOR 4.25 KM (2.65 MI)
 CK5896'TO THE JUNCTION OF PAVED COUNTY ROAD 92664 TO THE RIGHT.
 CK5896'CONTINUE GOING EAST ALONG U.S. HIGHWAY 280 FOR 4.45 KM (2.75 MI)
 CK5896'TO THE JUNCTION OF PAVED COUNTY ROAD 91844 REVERSE FORKING TO
 CK5896'THE LEFT, IN THE COMMUNITY OF GROVELAND.  TURN LEFT GOING NORTH
 CK5896'ALONG COUNTY ROAD 91844 FOR 1.45 KM (0.9 MI) TO THE STATION ON
 CK5896'THE LEFT.
 CK5896'
 CK5896'THE STATION IS A STANDARD GADT DISK
 CK5896'STAMPED---015-210 1982 RM 1---,
 CK5896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5896'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5896'13.20 METERS (43.30 FT) SOUTHWEST FROM THE CENTERLINE OF PAVED
 CK5896'COUNTY ROAD 91844,
 CK5896'15.48 METERS (50.80 FT) EAST-SOUTHEAST FROM A RIGHT OF WAY MARKER,
 CK5896'9.78 METERS (32.10 FT) NORTH FROM A SHORT POWER POLE FENCE POST,
 CK5896'AND
 CK5896'2.99 METERS (9.80 FT) NORTHEAST FROM A WITNESS POST.
 CK5896'
 CK5896'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5896'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5896'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5896'
 CK5896'DESCRIBED BY G.D. JOHNSON.
 CK5896
 CK5896                          STATION RECOVERY (1996)
 CK5896
 CK5896'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1776 ***********************************************************************
 BR1776  DESIGNATION -  BV 015 211
 BR1776  PID         -  BR1776
 BR1776  STATE/COUNTY-  GA/BRYAN
 BR1776  USGS QUAD   -  LIMERICK SE (1988)
 BR1776
 BR1776                         *CURRENT SURVEY CONTROL
 BR1776  ___________________________________________________________________
 BR1776* NAD 83(1994)-  31 49 58.21167(N)    081 21 10.24298(W)     ADJUSTED  
 BR1776* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 BR1776  ___________________________________________________________________
 BR1776  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BR1776  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 BR1776
 BR1776  HORZ ORDER  -  SECOND
 BR1776
 BR1776.The horizontal coordinates were established by classical geodetic methods
 BR1776.and adjusted by the National Geodetic Survey in September 1997..
 BR1776
 BR1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1776
 BR1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1776
 BR1776.The geoid height was determined by GEOID03.
 BR1776
 BR1776;                    North         East     Units Scale Factor Converg.
 BR1776;SPC GA E     -   203,471.309   277,033.187   MT  0.99997316   +0 25 45.4
 BR1776;SPC GA E     -   667,555.45    908,899.71   sFT  0.99997316   +0 25 45.4
 BR1776;UTM  17      - 3,521,961.359   466,611.459   MT  0.99961375   -0 11 10.0
 BR1776
 BR1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1776!SPC GA E     -   1.00000412  x   0.99997316  =   0.99997728
 BR1776!UTM  17      -   1.00000412  x   0.99961375  =   0.99961787
 BR1776
 BR1776:                Primary Azimuth Mark                     Grid Az
 BR1776:SPC GA E     -  BV 015 211 AZ MK                         023 29 31.0
 BR1776:UTM  17      -  BV 015 211 AZ MK                         024 06 26.4
 BR1776
 BR1776|---------------------------------------------------------------------|
 BR1776| PID    Reference Object                     Distance      Geod. Az  |
 BR1776|                                                           dddmmss.s |
 BR1776| BR1777 BV 015 211 AZ MK                    483.230 METERS 0235516.4 |
 BR1776| BR1778 BV 015 211 RM 1                      21.500 METERS 09619     |
 BR1776|---------------------------------------------------------------------|
 BR1776
 BR1776                          SUPERSEDED SURVEY CONTROL
 BR1776
 BR1776  NAD 83(1986)-  31 49 58.22511(N)    081 21 10.25779(W) AD(       ) 2
 BR1776  NGVD 29 (10/08/91)    4.8    (m)           16.     (f) VERT ANG       
 BR1776
 BR1776.Superseded values are not recommended for survey control.
 BR1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1776.See file dsdata.txt to determine how the superseded data were derived.
 BR1776
 BR1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6661121961(NAD 83)
 BR1776_MARKER: DD = SURVEY DISK
 BR1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1776+STABILITY: SURFACE MOTION
 BR1776
 BR1776  HISTORY     - Date     Condition        Report By
 BR1776  HISTORY     - 1983     MONUMENTED       GADT
 BR1776
 BR1776                          STATION DESCRIPTION
 BR1776
 BR1776'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1776'THE STATION IS LOCATED APPROXIMATELY 8 KM (5 MI) EAST-NORTHEAST
 BR1776'FROM MIDWAY, 10 KM (6.25 MI) NORTHWEST FROM SUNBURY, AND 12.8 KM
 BR1776'(8 MI) SOUTH-SOUTHWEST FROM RICHMOND HILL.
 BR1776'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1776'
 BR1776'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95,
 BR1776'AND STATE ROUTE 38 ABOUT 6.5 KM (4 MI) SOUTHEAST FROM MIDWAY, GO
 BR1776'NORTH ALONG INTERSTATE HIGHWAY 95 FOR 6.1 KM (3.8 MI) TO THE NORTH
 BR1776'END OF THE JERICO RIVER BRIDGE.  CONTINUE GOING NORTH ALONG
 BR1776'INTERSTATE HIGHWAY 95 FOR 0.25 KM (0.15 MI) TO THE STATION
 BR1776'ON THE RIGHT.
 BR1776'
 BR1776'THE STATION IS A STANDARD GADT DISK
 BR1776'STAMPED---015-211 1983---,
 BR1776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1776'FLUSH WITH GROUND.  IT IS LOCATED
 BR1776'15.54 METERS (51 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1776'16.3 METERS (53.5 FT) WEST-NORTHWEST FROM THE HIGHWAY FENCELINE,
 BR1776'41.45 METERS (136 FT) NORTH FROM THE MIDDLE POST FROM A DOUBLE
 BR1776'BRACE POST ON THE HIGHWAY FENCELINE, AND
 BR1776'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 BR1776'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1776'STAMPED---015-211 1983---,
 BR1776'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 BR1776'
 BR1776'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1776'STAMPED---015-211 RM 1 1983---,
 BR1776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1776'FLUSH WITH GROUND.  IT IS LOCATED
 BR1776'31.25 METERS (102.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 BR1776'HIGHWAY,
 BR1776'43.21 METERS (141.8 FT) NORTH-NORTHEAST FROM THE MIDDLE BRACE
 BR1776'POST FROM A DOUBLE BRACE POST ON THE HIGHWAY FENCELINE,
 BR1776'0.85 METER (2.8 FT) NORTHWEST FROM THE HIGHWAY FENCELINE, AND
 BR1776'0.85 METER (2.8 FT) NORTHWEST FROM A WITNESS POST.
 BR1776'MARK IS BELOW STATION 0.9 METERS.
 BR1776'
 BR1776'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1776'STAMPED---015-211 AZ MK 1983---,
 BR1776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1776'FLUSH WITH GROUND.  IT IS LOCATED
 BR1776'8.85 METERS (29 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTH
 BR1776'BOUND LANE OF THE HIGHWAY,
 BR1776'20.74 METERS (68 FT) NORTHWEST FROM THE HIGHWAY FENCELINE,
 BR1776'30.93 METERS (101.5 FT) NORTH FROM THE MIDDLE BRACE POST FROM A
 BR1776'DOUBLE BRACE POST SET ON THE HIGHWAY FENCELINE,
 BR1776'0.75 METER (2.5 FT) SOUTHEAST FROM A METAL REFLECTOR POST, AND
 BR1776'0.91 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR1776'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 BR1776'INTERSTATE HIGHWAY 95 FOR 0.6 KM (0.35 MI) TO THE MARK ON THE
 BR1776'RIGHT.
 BR1776'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR1776'STAMPED---015-211 AZ MK 1983---,
 BR1776'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW GROUND.
 BR1776'
 BR1776'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1776'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1776'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1776'
 BR1776'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1777 ***********************************************************************
 BR1777  DESIGNATION -  BV 015 211 AZ MK
 BR1777  PID         -  BR1777
 BR1777  STATE/COUNTY-  GA/BRYAN
 BR1777  USGS QUAD   -  LIMERICK SE (1988)
 BR1777
 BR1777                         *CURRENT SURVEY CONTROL
 BR1777  ___________________________________________________________________
 BR1777* NAD 83(1994)-  31 50 12.55274(N)    081 21 02.79122(W)     ADJUSTED  
 BR1777* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1777  ___________________________________________________________________
 BR1777  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BR1777  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 BR1777
 BR1777  HORZ ORDER  -  SECOND
 BR1777
 BR1777.The horizontal coordinates were established by classical geodetic methods
 BR1777.and adjusted by the National Geodetic Survey in September 1997..
 BR1777
 BR1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1777
 BR1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1777
 BR1777.The geoid height was determined by GEOID03.
 BR1777
 BR1777;                    North         East     Units Scale Factor Converg.
 BR1777;SPC GA E     -   203,914.475   277,225.807   MT  0.99997353   +0 25 49.5
 BR1777;SPC GA E     -   669,009.41    909,531.67   sFT  0.99997353   +0 25 49.5
 BR1777;UTM  17      - 3,522,402.272   466,808.757   MT  0.99961359   -0 11 06.1
 BR1777
 BR1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1777!SPC GA E     -   1.00000407  x   0.99997353  =   0.99997760
 BR1777!UTM  17      -   1.00000407  x   0.99961359  =   0.99961766
 BR1777
 BR1777                          SUPERSEDED SURVEY CONTROL
 BR1777
 BR1777  NAD 83(1986)-  31 50 12.56619(N)    081 21 02.80605(W) AD(       ) 2
 BR1777  NGVD 29 (10/08/91)    5.     (m)           16.     (f) VERT ANG       
 BR1777
 BR1777.Superseded values are not recommended for survey control.
 BR1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1777.See file dsdata.txt to determine how the superseded data were derived.
 BR1777
 BR1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6680922402(NAD 83)
 BR1777_MARKER: DD = SURVEY DISK
 BR1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1777+STABILITY: SURFACE MOTION
 BR1777
 BR1777  HISTORY     - Date     Condition        Report By
 BR1777  HISTORY     - 1983     MONUMENTED       GADT
 BR1777
 BR1777                          STATION DESCRIPTION
 BR1777
 BR1777'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1777'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) EAST-NORTHEAST FROM
 BR1777'MIDWAY, 10.6 KM (6.6 MI) NORTHWEST FROM SUNBURY, AND 12.2 KM
 BR1777'(7.6 MI) SOUTH-SOUTHWEST FROM RICHMOND HILL.
 BR1777'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1777'
 BR1777'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR1777'AND STATE ROUTE 38 ABOUT 6.5 KM (4 MI) SOUTHEAST FROM MIDWAY, GO
 BR1777'NORTH ALONG INTERSTATE HIGHWAY 95 FOR 6.1 KM (3.8 MI) TO THE NORTH
 BR1777'END OF THE JERICO RIVER BRIDGE.  CONTINUE GOING NORTH ALONG
 BR1777'INTERSTATE HIGHWAY FOR 0.85 KM (.5 MI) TO THE STATION ON THE
 BR1777'RIGHT.
 BR1777'
 BR1777'THE STATION IS A STANDARD GADT DISK
 BR1777'STAMPED---015-211 AZ MK 1983---,
 BR1777'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1777'FLUSH WITH GROUND.  IT IS LOCATED
 BR1777'8.85 METERS (29 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTH
 BR1777'BOUND LANE OF THE HIGHWAY,
 BR1777'20.74 METERS (68 FT) NORTHWEST FROM THE HIGHWAY FENCELINE,
 BR1777'30.93 METERS (101.5 FT) NORTH FROM THE CENTER BRACE POST OF
 BR1777'A DOUBLE BRACE POST SET ON THE HIGHWAY FENCELINE,
 BR1777'0.75 METER (2.5 FT) SOUTHEAST FROM A METAL REFLECTOR POST, AND
 BR1777'0.91 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR1777'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1777'STAMPED---015-211 AZ MK 1983---,
 BR1777'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 BR1777'
 BR1777'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1777'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1777'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1777'
 BR1777'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1779 ***********************************************************************
 BR1779  DESIGNATION -  BV 015 212
 BR1779  PID         -  BR1779
 BR1779  STATE/COUNTY-  GA/BRYAN
 BR1779  USGS QUAD   -  LIMERICK SE (1988)
 BR1779
 BR1779                         *CURRENT SURVEY CONTROL
 BR1779  ___________________________________________________________________
 BR1779* NAD 83(1994)-  31 47 08.33531(N)    081 15 16.36380(W)     ADJUSTED  
 BR1779* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 BR1779  ___________________________________________________________________
 BR1779  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BR1779  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR1779
 BR1779  HORZ ORDER  -  SECOND
 BR1779
 BR1779.The horizontal coordinates were established by classical geodetic methods
 BR1779.and adjusted by the National Geodetic Survey in September 1997..
 BR1779
 BR1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1779
 BR1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1779
 BR1779.The geoid height was determined by GEOID03.
 BR1779
 BR1779;                    North         East     Units Scale Factor Converg.
 BR1779;SPC GA E     -   198,313.106   286,382.103   MT  0.99999200   +0 28 49.7
 BR1779;SPC GA E     -   650,632.25    939,571.95   sFT  0.99999200   +0 28 49.7
 BR1779;UTM  17      - 3,516,705.068   475,901.015   MT  0.99960716   -0 08 02.7
 BR1779
 BR1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1779!SPC GA E     -   1.00000418  x   0.99999200  =   0.99999618
 BR1779!UTM  17      -   1.00000418  x   0.99960716  =   0.99961133
 BR1779
 BR1779|---------------------------------------------------------------------|
 BR1779| PID    Reference Object                     Distance      Geod. Az  |
 BR1779|                                                           dddmmss.s |
 BR1779| BR1781 BV 015 212 RM 2                     145.589 METERS 08628     |
 BR1779| BR1780 BV 015 212 RM 1                      28.170 METERS 33831     |
 BR1779|---------------------------------------------------------------------|
 BR1779
 BR1779                          SUPERSEDED SURVEY CONTROL
 BR1779
 BR1779  NAD 83(1986)-  31 47 08.34920(N)    081 15 16.37834(W) AD(       ) 2
 BR1779  NGVD 29 (10/08/91)    4.6    (m)           15.     (f) VERT ANG       
 BR1779
 BR1779.Superseded values are not recommended for survey control.
 BR1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1779.See file dsdata.txt to determine how the superseded data were derived.
 BR1779
 BR1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7590116705(NAD 83)
 BR1779_MARKER: DD = SURVEY DISK
 BR1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1779+STABILITY: SURFACE MOTION
 BR1779
 BR1779  HISTORY     - Date     Condition        Report By
 BR1779  HISTORY     - 1983     MONUMENTED       GADT
 BR1779
 BR1779                          STATION DESCRIPTION
 BR1779
 BR1779'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1779'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2 MI) NORTHEAST
 BR1779'FROM SUNBURY, 17 KM (10.5 MI) EAST-SOUTHEAST FROM MIDWAY, AND
 BR1779'19.3 KM (12 MI) SOUTH-SOUTHEAST FROM RICHMOND HILL.
 BR1779'OWNERSHIP--GEORGIA DEPARTMENT OF NATURAL RESOURCES, GAME AND FISH
 BR1779'DIVISION.  PERMISSION GRANTED BY PAUL LEVERETT, CAPTAIN, DEMERIES
 BR1779'CREEK OFFICE, DEPT OF NATURAL RESOURCES GAME AND FISH DIVISION,
 BR1779'TELEPHONE 912 727-2111.
 BR1779'
 BR1779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1779'STATE ROUTE 144 IN RICHMOND HILL, GO SOUTH ALONG STATE ROUTE
 BR1779'144 FOR 8.55 KM (5.25 MI) TO THE JUNCTION OF STATE ROUTE 144
 BR1779'SPUR TO THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 144 FOR
 BR1779'5.2 KM (3.25 MI) TO THE JUNCTION OF DIRT OAK LEVEL ROAD (COUNTY
 BR1779'ROAD 90) TO THE LEFT, AND PAVED BELFAST SIDING ROAD (COUNTY ROAD
 BR1779'90) TO THE RIGHT.  CONTINUE GOING SOUTHERLY ALONG STATE ROUTE 144
 BR1779'FOR 2.3 KM (1.45 MI) TO THE JUNCTION OF A DRIVEWAY LEADING TO
 BR1779'DEMERIES CREEK OFFICE, DEPARTMENT OF NATURAL RESOURCES, AND THE
 BR1779'REFERENCE MARK 2 ON THE RIGHT.  TURN RIGHT GOING WEST ALONG THE
 BR1779'NORTH DRIVEWAY ENTRANCE FOR 0.1 KM (0.05 MI) TO A BOAT RAMP AND
 BR1779'THE STATION ABOUT 75 FEET SOUTH.
 BR1779'
 BR1779'THE STATION IS A STANDARD GADT DISK
 BR1779'STAMPED---015-212 1983---,
 BR1779'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1779'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1779'IT IS LOCATED
 BR1779'9.47 METERS (31 FT) WEST FROM THE CENTERLINE OF THE DRIVEWAY,
 BR1779'3.35 METERS (11 FT) EAST FROM THE EDGE OF THE CREEK BANK,
 BR1779'9.76 METERS (32 FT) SOUTH-SOUTHWEST FROM A 7 FOOT DIAMETER
 BR1779'LIVE OAK TREE,
 BR1779'6.7 METERS (22 FT) NORTH-NORTHWEST FROM A 5 FOOT DIAMETER LIVE
 BR1779'OAK TREE, AND
 BR1779'0.91 METER (3 FT) EAST FROM A METAL WITNESS POST.
 BR1779'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR1779'STAMPED---015-212 1983---,
 BR1779'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 BR1779'OF THE GROUND.
 BR1779'
 BR1779'REFERENCE MARK 1 IS A STANDARD GADT DISK
 BR1779'STAMPED---015-212 RM 1 1983---, SET INTO THE TOP OF A ROUND
 BR1779'CONCRETE MONUMENT 30.5 CM IN DIAMETER AN FLUSH WITH THE GROUND.
 BR1779'IT IS LOCATED
 BR1779'11.28 METERS (37.00 FT) SOUTH FROM THE CENTERLINE OF A BOAT RAMP,
 BR1779'12.18 METERS (39.92 FT) WEST FROM A 3 FOOT TWIN OAK TREE,
 BR1779'22.18 METERS (72.72 FT) NORTH-NORTHWEST FROM A 7 FOOT DIAMETER
 BR1779'LIVE OAK TREE, AND
 BR1779'0.7 METER (2.15 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BR1779'
 BR1779'REFERENCE MARK 2 IS A STANDARD GADT DISK
 BR1779'STAMPED---015-212 RM 2 1983---,
 BR1779'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1779'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1779'IT IS LOCATED
 BR1779'12.9 METERS (42.5 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 BR1779'ROUTE 144,
 BR1779'22.15 METERS (72.65 FT) NORTH-NORTHEAST FROM A POWER POLE,
 BR1779'45.68 METERS (149.8 FT) SOUTH-SOUTHWEST FROM THE CENTTERLINE OF A
 BR1779'DRIVEWAY TO THE WEST, AND
 BR1779'4.10 METERS (13.45 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1779'THE UNDERGROUND REFERENCE MARK 2 IS A STANDARD GADT DISK
 BR1779'STAMPED---015-212 RM 2 1983---,
 BR1779'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 BR1779'OF THE GROUND.
 BR1779'
 BR1779'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 BR1779'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1779'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1779'
 BR1779'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1781 ***********************************************************************
 BR1781  DESIGNATION -  BV 015 212 RM 2
 BR1781  PID         -  BR1781
 BR1781  STATE/COUNTY-  GA/BRYAN
 BR1781  USGS QUAD   -  LIMERICK SE (1988)
 BR1781
 BR1781                         *CURRENT SURVEY CONTROL
 BR1781  ___________________________________________________________________
 BR1781* NAD 83(1994)-  31 47 08.62703(N)    081 15 10.84054(W)     ADJUSTED  
 BR1781* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1781  ___________________________________________________________________
 BR1781  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BR1781  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR1781
 BR1781  HORZ ORDER  -  SECOND
 BR1781
 BR1781.The horizontal coordinates were established by classical geodetic methods
 BR1781.and adjusted by the National Geodetic Survey in September 1997..
 BR1781.No horizontal observational check was made to the station.
 BR1781
 BR1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1781
 BR1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1781
 BR1781.The geoid height was determined by GEOID03.
 BR1781
 BR1781;                    North         East     Units Scale Factor Converg.
 BR1781;SPC GA E     -   198,323.310   286,527.332   MT  0.99999231   +0 28 52.7
 BR1781;SPC GA E     -   650,665.73    940,048.42   sFT  0.99999231   +0 28 52.7
 BR1781;UTM  17      - 3,516,713.710   476,046.290   MT  0.99960708   -0 07 59.8
 BR1781
 BR1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1781!SPC GA E     -   1.00000403  x   0.99999231  =   0.99999634
 BR1781!UTM  17      -   1.00000403  x   0.99960708  =   0.99961111
 BR1781
 BR1781                          SUPERSEDED SURVEY CONTROL
 BR1781
 BR1781  NAD 83(1986)-  31 47 08.64092(N)    081 15 10.85513(W) AD(       ) 2
 BR1781  NGVD 29 (10/08/91)    6.     (m)           20.     (f) VERT ANG       
 BR1781
 BR1781.Superseded values are not recommended for survey control.
 BR1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1781.See file dsdata.txt to determine how the superseded data were derived.
 BR1781
 BR1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7604616714(NAD 83)
 BR1781_MARKER: DD = SURVEY DISK
 BR1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1781+STABILITY: SURFACE MOTION
 BR1781
 BR1781  HISTORY     - Date     Condition        Report By
 BR1781  HISTORY     - 1983     MONUMENTED       GADT
 BR1781
 BR1781                          STATION DESCRIPTION
 BR1781
 BR1781'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1781'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHEAST FROM SUNBURY,
 BR1781'17 KM (10.5 MI) EAST-SOUTHEAST FROM MIDWAY, AND 19.3 KM (12 MI)
 BR1781'SOUTH-SOUTHEAST FROM RICHMOND HILL.
 BR1781'OWNERSHIP--GEORGIA DEPARTMENT OF NATURAL RESOURCES, GAME AND FISH
 BR1781'DIVISION.  PERMISSION GRANTED BY--PAUL LEVERETT, CAPTAIN,
 BR1781'DEMERIES CREEK OFFICE, DEPT OF NATURAL RESOURCES, GAME AND FISH
 BR1781'DIVISION, TELEPHONE 912-727-2111.
 BR1781'
 BR1781'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1781'STATE ROUTE 144 IN RICHMOND HILL, GO SOUTH ALONG STATE ROUTE 144
 BR1781'FOR 8.55 KM (5.25 MI) TO THE JUNCTION OF STATE ROUTE 144 SPUR TO
 BR1781'THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 144 FOR 5.2 KM
 BR1781'(3.25 MI) TO THE JUNCTION OF DIRT OAK LEVEL ROAD (COUNTY ROAD 90)
 BR1781'TO THE LEFT, AND PAVED BELFAST SIDING ROAD (COUNTY ROAD 90) TO THE
 BR1781'RIGHT.  CONTINUE GOING SOUTHERLY ALONG STATE ROUTE 144 FOR 2.3 KM
 BR1781'(1.45 MI) TO THE JUNCTION OF A DRIVEWAY LEADING TO DEMERIES CREEK
 BR1781'OFFICE, DEPARTMENT OF NATURAL RESOURCES AND THE STATION ON THE
 BR1781'RIGHT.
 BR1781'
 BR1781'THE STATION IS A STANDARD GADT DISK
 BR1781'STAMPED---015-212 RM 2 1983---,
 BR1781'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1781'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1781'IT IS LOCATED
 BR1781'12.9 METERS (42.5 FT) NORTHWEST FROM THE CENTERLINE OF THE
 BR1781'HIGHWAY,
 BR1781'22.15 METERS (72.65 FT) NORTH-NORTHEAST FROM A POWER POLE,
 BR1781'45.68 METERS (149.8 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 BR1781'THE DRIVEWAY TO THE WEST, AND
 BR1781'4.1 METERS (13.45 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1781'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR1781'STAMPED---015-212 RM 2 1983---,
 BR1781'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 BR1781'OF THE GROUND.
 BR1781'
 BR1781'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 BR1781'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1781'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1781'
 BR1781'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1782 ***********************************************************************
 BR1782  DESIGNATION -  BV 015 213
 BR1782  PID         -  BR1782
 BR1782  STATE/COUNTY-  GA/BRYAN
 BR1782  USGS QUAD   -  LIMERICK SE (1988)
 BR1782
 BR1782                         *CURRENT SURVEY CONTROL
 BR1782  ___________________________________________________________________
 BR1782* NAD 83(1994)-  31 50 25.54391(N)    081 15 56.89230(W)     ADJUSTED  
 BR1782* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 BR1782  ___________________________________________________________________
 BR1782  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BR1782  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 BR1782
 BR1782  HORZ ORDER  -  SECOND
 BR1782
 BR1782.The horizontal coordinates were established by classical geodetic methods
 BR1782.and adjusted by the National Geodetic Survey in September 1997..
 BR1782
 BR1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1782
 BR1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1782
 BR1782.The geoid height was determined by GEOID03.
 BR1782
 BR1782;                    North         East     Units Scale Factor Converg.
 BR1782;SPC GA E     -   204,378.167   285,265.539   MT  0.99998963   +0 28 31.0
 BR1782;SPC GA E     -   670,530.70    935,908.69   sFT  0.99998963   +0 28 31.0
 BR1782;UTM  17      - 3,522,779.436   474,850.022   MT  0.99960780   -0 08 24.8
 BR1782
 BR1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1782!SPC GA E     -   1.00000436  x   0.99998963  =   0.99999399
 BR1782!UTM  17      -   1.00000436  x   0.99960780  =   0.99961216
 BR1782
 BR1782|---------------------------------------------------------------------|
 BR1782| PID    Reference Object                     Distance      Geod. Az  |
 BR1782|                                                           dddmmss.s |
 BR1782| BR1784 BV 015 213 RM 1                      21.488 METERS 09930     |
 BR1782|---------------------------------------------------------------------|
 BR1782
 BR1782                          SUPERSEDED SURVEY CONTROL
 BR1782
 BR1782  NAD 83(1986)-  31 50 25.55775(N)    081 15 56.90717(W) AD(       ) 2
 BR1782  NGVD 29 (10/08/91)    3.4    (m)           11.     (f) VERT ANG       
 BR1782
 BR1782.Superseded values are not recommended for survey control.
 BR1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1782.See file dsdata.txt to determine how the superseded data were derived.
 BR1782
 BR1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7485022779(NAD 83)
 BR1782_MARKER: DD = SURVEY DISK
 BR1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1782+STABILITY: SURFACE MOTION
 BR1782
 BR1782  HISTORY     - Date     Condition        Report By
 BR1782  HISTORY     - 1983     MONUMENTED       GADT
 BR1782
 BR1782                          STATION DESCRIPTION
 BR1782
 BR1782'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1782'THE STATION IS LOCATED APPROXIMATELY 12.1 KM (7.5 MI)
 BR1782'SOUTH-SOUTHEAST FROM RICHMOND HILL, 16 KM (10 MI) EAST-NORTHEAST
 BR1782'FROM MIDWAY, AND 8.2 KM (5.1 MI) NORTH FROM SUNBURY.
 BR1782'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 BR1782'
 BR1782'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 144, AND
 BR1782'STATE ROUTE 144 SPUR, ABOUT 8.8 KM (5.5 MI) SOUTHEAST FROM
 BR1782'RICHMOND HILL, GO SOUTH ALONG STATE ROUTE 144 FOR 5.3 KM
 BR1782'(3.3 MI) TO THE JUNCTION OF DIRT OAK LEVEL ROAD (COUNTY ROAD 90)
 BR1782'TO THE LEFT, AND PAVED BELFAST SIDING ROAD (COUNTY ROAD 90) TO
 BR1782'THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 90
 BR1782'(BELFAST SIDING ROAD) FOR 1.1 KM (0.7 MI) TO THE TIVOLI RIVER
 BR1782'PARK ON THE LEFT AND THE STATION ON THE LEFT.
 BR1782'
 BR1782'THE STATION IS A STANDARD GADT DISK
 BR1782'STAMPED---015-213 1983---,
 BR1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1782'FLUSH WITH GROUND.  IT IS LOCATED
 BR1782'5.8 METERS (19 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 BR1782'26.37 METERS (86.5 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 BR1782'OF A CONCRETE BLOCK BUILDING,
 BR1782'23.02 METERS (75.5 FT) NORTH-NORTHWEST FROM A LIGHT UTILITY POLE
 BR1782'ON THE SOUTH SIDE OF THE PARKING LOT,
 BR1782'16.15 METERS (53 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF
 BR1782'THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE SOUTH, AND
 BR1782'0.91 METER (3 FT) SOUTH FROM A METAL WITNESS POST.
 BR1782'
 BR1782'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1782'STAMPED---015-213 RM 1 1983---,
 BR1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1782'FLUSH WITH GROUND.  IT IS LOCATED
 BR1782'16.62 METERS (75 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF
 BR1782'THE CENTERLINES OF THE ROAD, AND A DRIVEWAY TO THE SOUTH,
 BR1782'22.87 METERS (75 FT) NORTH-NORTHEAST FROM THE LIGHT UTILITY POLE,
 BR1782'1.37 METERS (4.5 FT) EAST-NORTHEAST FROM THE EAST EDGE OF A PAVED
 BR1782'PARKING LOT, AND
 BR1782'1.06 METERS (3.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR1782'MARK IS LEVEL WITH STATION.
 BR1782'
 BR1782'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1782'STAMPED---015-213 AZ MK 1983---,
 BR1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1782'FLUSH WITH GROUND.  IT IS LOCATED
 BR1782'11.58 METERS (38 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1782'ROAD,
 BR1782'0.91 METER (3 FT) SOUTHEAST FROM A POWER POLE, AND
 BR1782'0.91 METER (3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1782'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG COUNTY
 BR1782'ROAD 90 FOR 0.65 KM (0.4 MI) TO THE MARK ON THE RIGHT.
 BR1782'
 BR1782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1782'
 BR1782'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1782'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1782'
 BR1782'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1783 ***********************************************************************
 BR1783  DESIGNATION -  BV 015 213 AZ MK
 BR1783  PID         -  BR1783
 BR1783  STATE/COUNTY-  GA/BRYAN
 BR1783  USGS QUAD   -  LIMERICK SE (1988)
 BR1783
 BR1783                         *CURRENT SURVEY CONTROL
 BR1783  ___________________________________________________________________
 BR1783* NAD 83(1994)-  31 50 17.91251(N)    081 16 23.65900(W)     ADJUSTED  
 BR1783* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 BR1783  ___________________________________________________________________
 BR1783  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BR1783  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR1783
 BR1783  HORZ ORDER  -  SECOND
 BR1783
 BR1783.The horizontal coordinates were established by classical geodetic methods
 BR1783.and adjusted by the National Geodetic Survey in September 1997..
 BR1783.No horizontal observational check was made to the station.
 BR1783
 BR1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1783
 BR1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1783
 BR1783.The geoid height was determined by GEOID03.
 BR1783
 BR1783;                    North         East     Units Scale Factor Converg.
 BR1783;SPC GA E     -   204,137.308   284,563.716   MT  0.99998817   +0 28 16.8
 BR1783;SPC GA E     -   669,740.48    933,606.12   sFT  0.99998817   +0 28 16.8
 BR1783;UTM  17      - 3,522,546.219   474,145.920   MT  0.99960824   -0 08 38.9
 BR1783
 BR1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1783!SPC GA E     -   1.00000366  x   0.99998817  =   0.99999183
 BR1783!UTM  17      -   1.00000366  x   0.99960824  =   0.99961190
 BR1783
 BR1783                          SUPERSEDED SURVEY CONTROL
 BR1783
 BR1783  NAD 83(1986)-  31 50 17.92632(N)    081 16 23.67385(W) AD(       ) 2
 BR1783  NGVD 29 (10/08/91)    8.     (m)           26.     (f) VERT ANG       
 BR1783
 BR1783.Superseded values are not recommended for survey control.
 BR1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1783.See file dsdata.txt to determine how the superseded data were derived.
 BR1783
 BR1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7414622546(NAD 83)
 BR1783_MARKER: DD = SURVEY DISK
 BR1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1783+STABILITY: SURFACE MOTION
 BR1783
 BR1783  HISTORY     - Date     Condition        Report By
 BR1783  HISTORY     - 1983     MONUMENTED       GADT
 BR1783
 BR1783                          STATION DESCRIPTION
 BR1783
 BR1783'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1783'THE STATION IS LOCATED APPROXIMATELY 12 KM (7.5 MI)
 BR1783'SOUTH-SOUTHWEST FROM RICHMOND HILL, 15.3 KM (9.5 MI)
 BR1783'EAST-NORTHEAST FROM MIDWAY, AND 7.7 KM (4.8 MI) NORTH
 BR1783'FROM SUNBURY.
 BR1783'OWNERSHIP--BRYAN COUNTY RIGHT OF WAY.
 BR1783'
 BR1783'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 144, AND
 BR1783'STATE ROUTE 144 SPUR, ABOUT 8.8 KM (5.5 MI) SOUTHEAST FROM
 BR1783'RICHMOND HILL, GO SOUTH ALONG STATE ROUTE 144 FOR 5.3 KM (3.3 MI)
 BR1783'TO THE JUNCTION OF DIRT OAK LEVEL ROAD (COUNTY ROAD 90) TO THE
 BR1783'LEFT, AND PAVED BELFAST SIDING ROAD (COUNTY ROAD 90) TO THE RIGHT.
 BR1783'TURN RIGHT GOING WEST ALONG COUNTY ROAD 90 FOR 1.75 KM (1.1 MI)
 BR1783'TO THE STATION ON THE RIGHT.
 BR1783'
 BR1783'THE STATION IS A STANDARD GADT DISK
 BR1783'STAMPED---015-213 AZ MK 1983---,
 BR1783'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1783'FLUSH WITH GROUND.  IT IS LOCATED
 BR1783'11.58 METERS (38 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1783'ROAD,
 BR1783'0.91 METER (3 FT) SOUTHEAST FROM A POWER POLE, AND
 BR1783'0.91 METER (3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1783'
 BR1783'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1783'
 BR1783'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 BR1783'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 BR1783'
 BR1783'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0881 ***********************************************************************
 BR0881  DESIGNATION -  BV 015 214
 BR0881  PID         -  BR0881
 BR0881  STATE/COUNTY-  GA/BRYAN
 BR0881  USGS QUAD   -  LIMERICK NW (1973)
 BR0881
 BR0881                         *CURRENT SURVEY CONTROL
 BR0881  ___________________________________________________________________
 BR0881* NAD 83(1994)-  31 53 53.03568(N)    081 23 19.89616(W)     ADJUSTED  
 BR0881* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 BR0881  ___________________________________________________________________
 BR0881  X           -     811,526.174 (meters)                     COMP
 BR0881  Y           -  -5,358,919.543 (meters)                     COMP
 BR0881  Z           -   3,350,827.103 (meters)                     COMP
 BR0881  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BR0881  ELLIP HEIGHT-         -25.42  (meters)          (09/03/97) GPS OBS
 BR0881  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR0881
 BR0881  HORZ ORDER  -  FIRST
 BR0881  ELLP ORDER  -  FOURTH    CLASS II
 BR0881
 BR0881.The horizontal coordinates were established by GPS observations
 BR0881.and adjusted by the National Geodetic Survey in September 1997..
 BR0881
 BR0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0881
 BR0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0881
 BR0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0881
 BR0881.The ellipsoidal height was determined by GPS observations
 BR0881.and is referenced to NAD 83.
 BR0881
 BR0881.The geoid height was determined by GEOID03.
 BR0881
 BR0881;                    North         East     Units Scale Factor Converg.
 BR0881;SPC GA E     -   210,678.777   273,572.236   MT  0.99996673   +0 24 39.7
 BR0881;SPC GA E     -   691,201.95    897,544.91   sFT  0.99996673   +0 24 39.7
 BR0881;UTM  17      - 3,529,203.045   463,229.387   MT  0.99961667   -0 12 19.7
 BR0881
 BR0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0881!SPC GA E     -   1.00000399  x   0.99996673  =   0.99997072
 BR0881!UTM  17      -   1.00000399  x   0.99961667  =   0.99962066
 BR0881
 BR0881|---------------------------------------------------------------------|
 BR0881| PID    Reference Object                     Distance      Geod. Az  |
 BR0881|                                                           dddmmss.s |
 BR0881| CR7883 BV 015 214 RM 1                      28.345 METERS 14717     |
 BR0881| BR0882 BV 015 214 AZ MK                    APPROX. 0.7 KM 3362620.5 |
 BR0881|---------------------------------------------------------------------|
 BR0881
 BR0881                          SUPERSEDED SURVEY CONTROL
 BR0881
 BR0881  NAD 83(1986)-  31 53 53.04697(N)    081 23 19.90454(W) AD(       ) 1
 BR0881  NGVD 29 (09/27/88)    5.4    (m)           18.     (f) GPS OBS        
 BR0881
 BR0881.Superseded values are not recommended for survey control.
 BR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0881.See file dsdata.txt to determine how the superseded data were derived.
 BR0881
 BR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6322929203(NAD 83)
 BR0881_MARKER: DD = SURVEY DISK
 BR0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0881+STABILITY: SURFACE MOTION
 BR0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0881+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1985
 BR0881
 BR0881  HISTORY     - Date     Condition        Report By
 BR0881  HISTORY     - 1984     MONUMENTED       GADT
 BR0881  HISTORY     - 19850729 GOOD
 BR0881
 BR0881                          STATION DESCRIPTION
 BR0881
 BR0881'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0881'THE STATION IS ABOUT 11.75 KM (7.3 MI) NORTH-NORTHEAST FROM
 BR0881'MIDWAY, 16.75 KM (10.4 MI) EAST-NORTHEAST FROM FLEMINGTON, AND
 BR0881'24 KM (14.9 MI) NORTHEAST FROM ALLENHURST.
 BR0881'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0881'
 BR0881'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR0881'AND STATE ROUTE 17, ABOUT 17.1 KM (10.6 MI) NORTH-NORTHEAST FROM
 BR0881'MIDWAY, GO SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 2.25 KM (1.4 MI)
 BR0881'TO THE JUNCTION OF OAK HILL ROAD TO THE RIGHT.  CONTINUE GOING
 BR0881'SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 2.9 KM (1.8 MI) TO THE JUNCTION
 BR0881'OF CLARKTOWN ROAD TO THE RIGHT.  CONTINUE GOING SOUTHWEST ALONG
 BR0881'U.S. HIGHWAY 17 FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF CARTERTOWN
 BR0881'ROAD TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG CARTERTOWN
 BR0881'ROAD FOR 1.15 KM (0.7 MI) TO TWO SMALL WHITE HOUSES ON THE LEFT
 BR0881'AND THE STATION ON THE LEFT.
 BR0881'
 BR0881'THE STATION IS A STANDARD GADT DISK
 BR0881'STAMPED---015-214 1984---,
 BR0881'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0881'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0881'IT IS LOCATED
 BR0881'15.30 METERS (50.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0881'ROAD,
 BR0881'30.98 METERS (101.6 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 BR0881'OF A WHITE FRAMED HOUSE,
 BR0881'28.70 METERS (94.10 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A
 BR0881'TRANSFORMER,
 BR0881'20.92 METERS (68.70 FT) NORTHWEST FROM THE NORTH END OF AN 18 INCH
 BR0881'CONCRETE PIPE UNDER A DRIVEWAY TO THE LEFT,
 BR0881'30.5 METERS (100.2 FT) EAST FROM THE SOUTHEAST CORNER OF ANOTHER
 BR0881'WHITE FRAMED HOUSE, AND
 BR0881'0.85 METERS (2.9 FT) WEST FROM A METAL WITNESS POST.
 BR0881'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0881'STAMPED---015-214 1984---,
 BR0881'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0881'
 BR0881'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0881'STAMPED---015-214 1984 RM 1---,
 BR0881'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0881'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0881'IT IS LOCATED
 BR0881'12.06 METERS (39.6 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0881'3.10 METERS (10.2 FT) SOUTHWEST FROM THE SOUTH END OF THE CONCRETE
 BR0881'PIPE,
 BR0881'9.90 METERS (32.50 FT) EAST FROM THE POWER POLE,
 BR0881'4.90 METERS (16.00 FT) SOUTH FROM THE CENTERLINE OF THE DRIVEWAY,
 BR0881'AND 0.96 METER (3.2 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0881'
 BR0881'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0881'STAMPED---015-214 1984 AZ MK---,
 BR0881'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0881'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0881'IT IS LOCATED
 BR0881'6.35 METERS (20.8 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0881'AND 0.94 METER (3.1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0881'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0881'STAMPED---015-214 1984 AZ MK---,
 BR0881'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0881'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 BR0881'CARTERTOWN ROAD FOR 0.7 KM (0.45 MI) TO THE AZIMUTH MARK ON THE
 BR0881'LEFT.
 BR0881'
 BR0881'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0881'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN COUNTY GEORGIA
 BR0881'1972.  REVISED OCTOBER 1972.  DESCRIBED BY T.B. KNIGHT.
 BR0881
 BR0881                          STATION RECOVERY (1985)
 BR0881
 BR0881'RECOVERED 1985
 BR0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0882 ***********************************************************************
 BR0882  DESIGNATION -  BV 015 214 AZ MK
 BR0882  PID         -  BR0882
 BR0882  STATE/COUNTY-  GA/BRYAN
 BR0882  USGS QUAD   -  LIMERICK NW (1973)
 BR0882
 BR0882                         *CURRENT SURVEY CONTROL
 BR0882  ___________________________________________________________________
 BR0882* NAD 83(1994)-  31 54 14.65858(N)    081 23 30.94973(W)     ADJUSTED  
 BR0882* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 BR0882  ___________________________________________________________________
 BR0882  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 BR0882  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR0882
 BR0882  HORZ ORDER  -  SECOND
 BR0882
 BR0882.The horizontal coordinates were established by classical geodetic methods
 BR0882.and adjusted by the National Geodetic Survey in September 1997..
 BR0882.No horizontal observational check was made to the station.
 BR0882
 BR0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0882
 BR0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0882
 BR0882.The geoid height was determined by GEOID03.
 BR0882
 BR0882;                    North         East     Units Scale Factor Converg.
 BR0882;SPC GA E     -   211,342.674   273,277.038   MT  0.99996620   +0 24 34.1
 BR0882;SPC GA E     -   693,380.09    896,576.42   sFT  0.99996620   +0 24 34.1
 BR0882;UTM  17      - 3,529,869.847   462,941.452   MT  0.99961694   -0 12 25.7
 BR0882
 BR0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0882!SPC GA E     -   1.00000422  x   0.99996620  =   0.99997042
 BR0882!UTM  17      -   1.00000422  x   0.99961694  =   0.99962116
 BR0882
 BR0882                          SUPERSEDED SURVEY CONTROL
 BR0882
 BR0882  NAD 83(1986)-  31 54 14.67008(N)    081 23 30.95756(W) AD(       ) 2
 BR0882  NGVD 29 (09/27/88)    4.2    (m)           14.     (f) VERT ANG       
 BR0882
 BR0882.Superseded values are not recommended for survey control.
 BR0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0882.See file dsdata.txt to determine how the superseded data were derived.
 BR0882
 BR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6294129870(NAD 83)
 BR0882_MARKER: DD = SURVEY DISK
 BR0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0882+STABILITY: SURFACE MOTION
 BR0882
 BR0882  HISTORY     - Date     Condition        Report By
 BR0882  HISTORY     - 1984     MONUMENTED       GADT
 BR0882
 BR0882                          STATION DESCRIPTION
 BR0882
 BR0882'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0882'THE STATION IS ABOUT 11.75 KM (7.3 MI) NORTH-NORTHEAST FROM MIDWAY,
 BR0882'16.75 KM (10.4 MI) EAST-NORTHEAST FROM FLEMINGTON, AND 24 KM (14.9
 BR0882'MI) NORTHEAST FROM ALLENHURST.
 BR0882'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0882'
 BR0882'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 BR0882'STATE ROUTE 17, ABOUT 17.1 KM (10.6 MI) NORTH-NORTHEAST FROM
 BR0882'MIDWAY, GO SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 2.25 KM (1.4 MI) TO
 BR0882'THE JUNCTION OF OAK HILL ROAD TO THE RIGHT.  CONTINUE GOING
 BR0882'SOUTHWEST ALONG U.S. HIGHWAY 17 FOR 2.9 KM (1.8 MI) TO THE JUNCTION
 BR0882'OF CLARKTOWN ROAD TO THE RIGHT.  CONTINUE GOING SOUTHWEST ALONG U.S.
 BR0882'HIGHWAY 17 FOR 1.3 KM ((0.8 MI) TO THE JUNCTION OF CARTERTOWN ROAD
 BR0882'TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG CARTERTOWN ROAD FOR
 BR0882'1.85 KM (1.15 MI) TO THE STATION ON THE LEFT.
 BR0882'
 BR0882'THE STATION IS A STANDARD GADT DISK
 BR0882'STAMPED---015-214 1984 AZ MK---,
 BR0882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0882'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0882'IT IS LOCATED
 BR0882'6.35 METERS (20.8 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0882'AND 0.94 METER (3.1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0882'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0882'STAMPED---015-214 1984 AZ MK---,
 BR0882'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0882'
 BR0882'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN COUNTY
 BR0882'GEORGIA 1972.  REVISED OCTOBER 1972.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3548 ***********************************************************************
 AB3548  DESIGNATION -  BV 016 10
 AB3548  PID         -  AB3548
 AB3548  STATE/COUNTY-  GA/BULLOCH
 AB3548  USGS QUAD   -  NEVILS (1978)
 AB3548
 AB3548                         *CURRENT SURVEY CONTROL
 AB3548  ___________________________________________________________________
 AB3548* NAD 83(1994)-  32 16 40.15479(N)    081 50 45.22141(W)     ADJUSTED  
 AB3548* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 AB3548  ___________________________________________________________________
 AB3548  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AB3548  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AB3548
 AB3548  HORZ ORDER  -  SECOND
 AB3548
 AB3548.The horizontal coordinates were established by classical geodetic methods
 AB3548.and adjusted by the National Geodetic Survey in September 1997..
 AB3548
 AB3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3548
 AB3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3548
 AB3548.The geoid height was determined by GEOID03.
 AB3548
 AB3548;                    North         East     Units Scale Factor Converg.
 AB3548;SPC GA E     -   252,566.287   230,216.032   MT  0.99991126   +0 10 16.7
 AB3548;SPC GA E     -   828,627.89    755,300.43   sFT  0.99991126   +0 10 16.7
 AB3548;UTM  17      - 3,571,544.741   420,341.319   MT  0.99967825   -0 27 06.3
 AB3548
 AB3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3548!SPC GA E     -   0.99999489  x   0.99991126  =   0.99990615
 AB3548!UTM  17      -   0.99999489  x   0.99967825  =   0.99967314
 AB3548
 AB3548                          SUPERSEDED SURVEY CONTROL
 AB3548
 AB3548  NAD 83(1986)-  32 16 40.15774(N)    081 50 45.22087(W) AD(       ) 2
 AB3548  NGVD 29 (05/08/96)   62.6    (m)          205.     (f) VERT ANG       
 AB3548
 AB3548.Superseded values are not recommended for survey control.
 AB3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3548.See file dsdata.txt to determine how the superseded data were derived.
 AB3548
 AB3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2034171545(NAD 83)
 AB3548_MARKER: DD = SURVEY DISK
 AB3548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3548
 AB3548  HISTORY     - Date     Condition        Report By
 AB3548  HISTORY     - 1981     MONUMENTED       GADT
 AB3548
 AB3548                          STATION DESCRIPTION
 AB3548
 AB3548'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3548'THE STATION IS LOCATED APPROXIMATELY 10 KM (6.25 MI) SOUTH-SOUTHEAST
 AB3548'FROM REGISTER, 20.6 KM (12.8 MI) WEST-SOUTHWEST FROM BROOKLET, AND
 AB3548'16.25 KM (10.1 MI) SOUTHEAST FROM PULASKI. OWNERSHIP--COUNTY RIGHT OF
 AB3548'WAY.
 AB3548'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3548'U.S. HIGHWAY 301 (STATE ROUTE 73), GO SOUTH ALONG U.S. HIGHWAY 301 FOR
 AB3548'3.6 KM (2.25 MI) TO THE JUNCTION OF A ROAD TO THE LEFT AND A CEMETERY
 AB3548'ON THE RIGHT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 197 FOR 1.75 KM
 AB3548'(1.1 MI) TO THE JUNCTION OF COUNTY ROAD 204 CROSSING.  TURN LEFT GOING
 AB3548'NORTH ALONG COUNTY ROAD 204 FOR 1.45 KM (0.9 MI) TO A FORK.  TAKE THE
 AB3548'LEFT FORK GOING NORTH FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AB3548'THE STATION IS A STANDARD GADT DISK STAMPED---016-10---, SET INTO THE
 AB3548'TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH
 AB3548'GROUND.  IT IS LOCATED 6.4 METERS (21 FT) WEST FROM THE CENTERLINE OF
 AB3548'THE ROAD, 26.12 METERS (85.7 FT) NORTH FROM A POWER POLE, 2.71 METERS
 AB3548'(8.9 FT) SOUTH-SOUTHEAST FROM AN 18 INCH PINE TREE, AND 0.73 METER
 AB3548'(2.4 FT) EAST FROM A METAL WITNESS POST.
 AB3548'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3548'GEORGIA 1976.  REVISED AUGUST 1976. DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6468 ***********************************************************************
 CK6468  DESIGNATION -  BV 016 11
 CK6468  PID         -  CK6468
 CK6468  STATE/COUNTY-  GA/BULLOCH
 CK6468  USGS QUAD   -  NEVILS (1978)
 CK6468
 CK6468                         *CURRENT SURVEY CONTROL
 CK6468  ___________________________________________________________________
 CK6468* NAD 83(1994)-  32 18 29.44001(N)    081 52 24.60954(W)     ADJUSTED  
 CK6468* NAVD 88     -        67.1    (meters)     220.     (feet)  VERT ANG  
 CK6468  ___________________________________________________________________
 CK6468  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 CK6468  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CK6468
 CK6468  HORZ ORDER  -  SECOND
 CK6468
 CK6468.The horizontal coordinates were established by classical geodetic methods
 CK6468.and adjusted by the National Geodetic Survey in September 1997..
 CK6468
 CK6468.The orthometric height was determined by vertical angle observations.
 CK6468
 CK6468.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6468
 CK6468.The geoid height was determined by GEOID03.
 CK6468
 CK6468;                    North         East     Units Scale Factor Converg.
 CK6468;SPC GA E     -   255,924.876   227,606.222   MT  0.99990939   +0 09 24.1
 CK6468;SPC GA E     -   839,646.86    746,738.08   sFT  0.99990939   +0 09 24.1
 CK6468;UTM  17      - 3,574,930.746   417,768.791   MT  0.99968339   -0 28 00.8
 CK6468
 CK6468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6468!SPC GA E     -   0.99999414  x   0.99990939  =   0.99990353
 CK6468!UTM  17      -   0.99999414  x   0.99968339  =   0.99967753
 CK6468
 CK6468                          SUPERSEDED SURVEY CONTROL
 CK6468
 CK6468  NAD 83(1986)-  32 18 29.44258(N)    081 52 24.60818(W) AD(       ) 2
 CK6468  NAD 83(1986)-  32 18 29.44041(N)    081 52 24.62551(W) AD(       ) 3
 CK6468  NGVD 29 (05/08/96)   67.4    (m)          221.     (f) VERT ANG       
 CK6468
 CK6468.Superseded values are not recommended for survey control.
 CK6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6468.See file dsdata.txt to determine how the superseded data were derived.
 CK6468
 CK6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1776974931(NAD 83)
 CK6468_MARKER: DD = SURVEY DISK
 CK6468_SETTING: 80 = SET IN A BOULDER
 CK6468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6468+STABILITY: SURFACE MOTION
 CK6468
 CK6468  HISTORY     - Date     Condition        Report By
 CK6468  HISTORY     - 1982     MONUMENTED       GADT
 CK6468  HISTORY     - 1981     GOOD             GADT
 CK6468
 CK6468                          STATION DESCRIPTION
 CK6468
 CK6468'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6468'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) SOUTH OF REGISTER, 12.1
 CK6468'KM (7.5 MI) SOUTHEAST OF PULASKI, AND 17.7 KM (11 MI) SOUTHWEST OF
 CK6468'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6468'TO REACH THE STATION FROM THE BULLOCH COUNTY COURT HOUSE IN
 CK6468'STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 (U.S. HIGHWAY 301, AND
 CK6468'STATE ROUTE 73) FOR 17.7 KM (11 MI) TO THE JUNCTION OF INTERSTATE
 CK6468'HIGHWAY 16 AND THE STATION ON THE LEFT.
 CK6468'THE STATION IS A STANDARD GADT DISK STAMPED---016-11---, SET INTO THE
 CK6468'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH WITH
 CK6468'GROUND.  IT IS LOCATED 9.02 METERS (29.6 FT) NORTHEAST FROM THE
 CK6468'CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 15.54 METERS (51
 CK6468'FT) NORTHEAST FROM THE NORTHWEST END OF THE BRIDGE, 20.21 METERS (66.3
 CK6468'FT) SOUTHEAST FROM THE NORTHWEST END OF THE APPROACH SLAB, 8.32 METERS
 CK6468'(27.3 FT) SOUTHEAST FROM THE NORTHEAST END OF THE APPROACH SLAB, AND
 CK6468'1.62 METERS (5.3 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND
 CK6468'MARK IS A STANDARD GADT DISK STAMPED---016-11---, SET INTO AN
 CK6468'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6468'DESCRIBED BY T.B. KNIGHT.
 CK6468
 CK6468                          STATION RECOVERY (1981)
 CK6468
 CK6468'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6468'THE STATION, REFERENCE MARK 1 AND REFERERENCE MARK 2 WERE RECOVERED IN
 CK6468'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE RESTAMPED FOR
 CK6468'IDENTIFICATION.  A DISTANT REFERENCE MARK 3 WAS SET.  A NEW AND
 CK6468'COMPLETE DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 12.1 KM
 CK6468'(7.5 MI) SOUTHEAST OF SYLVANIA, 9.65 KM (6 MI) NORTH-NORTHWEST OF
 CK6468'NEWINGTON, AND 17.7 KM (11 MI) EAST-NORTHEAST OF THE COMMUNITY OF
 CK6468'COOPERSVILLE. OWNERSHIP--W.A. ARRINGTON, P.O. BOX 37, ROUTE 3,
 CK6468'SYLVANIA GEORGIA, 30467. TELEPHONE  912 857-3133.
 CK6468'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 WITH STATE
 CK6468'ROUTE 24 IN NEWINGTON, GO NORTHWEST ALONG STATE ROUTE 21 FOR 9.8 KM
 CK6468'(6.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 87 CROSSING.  TURN RIGHT
 CK6468'GOING EAST ALONG COUNTY ROAD 87 FOR 1.37 KM (0.85 MI) TO THE RAIL ROAD
 CK6468'CROSSING IN HUNTERS.  W.A. ARRINGTON LIVES IN THE BRICK HOUSE EAST OF
 CK6468'THE RAIL ROAD TRACKS, AND NORTH OF THE COUNTY ROAD 87.  CONTINUE EAST
 CK6468'ALONG COUNTY ROAD 87 FOR 0.3 KM (0.15 MI) TO THE JUNCTION OF A FIELD
 CK6468'ROAD ON THE LEFT. TURN LEFT GOING NORTH PASSING TO THE RIGHT OF A POND
 CK6468'FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF A FIELD ROAD TO THE LEFT.
 CK6468'CONTINUE NORTH DRIVING BETWEEN A HEDGEROW OF TREES ON THE RIGHT AND A
 CK6468'FIELD ON THE LEFT FOR 0.3 KM (0.2 MI) TO THE END OF THE HEDGE ROW.
 CK6468'CONTINUE NORTHERLY BETWEEN TWO FIELDS FOR 0.5 KM (0.3 MI) TO THE
 CK6468'JUNCTION OF A DIM TRACK ROAD TO THE LEFT.  KEEP RIGHT CONTINUING IN A
 CK6468'NORTHEASTERLY DIRECTION FOR 0.15 KM (0.1 MI) TO A POINT WHERE THE MAIN
 CK6468'FIELD ROAD TURNS LEFT AND A DIM TRACK ROAD CONTINUES AHEAD.  TURN LEFT
 CK6468'GOING NORTHWESTERLY TO NORTH BETWEEN A WOODS LINE ON THE RIGHT AND A
 CK6468'FIELD ON THE LEFT FOR 0.3 KM (0.2 MI) TO HUMP REFERENCE MARK 3 ON THE
 CK6468'RIGHT.  CONTINUE NORTHWESTERLY ACCROSS THE FIELD FOR 0.25 KM (0.15 MI)
 CK6468'TO THE EDGE OF THE WOODS AND A DIM WOODS ROAD.  THE STATION IS LOCATED
 CK6468'ABOUT 33 METERS (100 FT) NORT OF THIS POINT.
 CK6468'THE STATION IS A STANDARD USGS DISK STAMPED---HUMP 1935---, SET INTO
 CK6468'THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER PROJECTING 20
 CK6468'CM ABOVE THE GROUND.  IT IS LOCATED 22.77 METERS (74.70 FT) WEST FROM
 CK6468'A 12 INCH OAK TREE ON THE WEST EDGE OF A DIM WOODS ROAD, 14.48 METERS
 CK6468'(47.50 FT) NORTH-NORTHEAST FROM A 4 INCH TRIPLE OAK TREE, 28.92 METERS
 CK6468'(94.90 FT) SOUTH FROM A WITNESS POST SET AT REFERENCE MARK 2, 0.63
 CK6468'METER (2.2 FT) SOUTHEAST FROM THE WITNESS POST. THE UNDERGROUND MARK
 CK6468'IS A STANDARD USGS DISK STAMPED---HUMP 1935---, SET INTO AN IRREGULAR
 CK6468'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6468'REFERENCE MARK NUMBER 1 IS A STANDARD USGS DISK STAMPED---HUMP NO 1
 CK6468'1935---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK6468'DIAMETER PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED 13.26
 CK6468'METERS (43.50 FT) NORTHWEST FROM A CLUSTER OF 4 INCH TRIPLE OAK TREES,
 CK6468'5.97 METERS (19.60 FT) SOUTHEAST FROM ANOTHER CLUSTER OF 4 INCH TRIPLE
 CK6468'OAK TREES, 12.68 METERS (41.60 FT) NORTH-NORTHEAST FROM AN OLD
 CK6468'FENCELINE, 22.22 METERS (72.90 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6468'MARK IS LEVEL WITH STATION.
 CK6468'REFERENCE MARK NUMBER 2 IS A STANDARD USGS DISK STAMPED---HUMP NO 2
 CK6468'1935---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK6468'DIAMETER PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 24.69
 CK6468'METERS (81.00 FT) SOUTH FROM A CLUSTER OF 3 6 INCH OAK TREES, 2.44
 CK6468'METERS (8.00 FT) EAST-NORTHEAST FROM A 10 INCH PINE TREE, AND 0.36
 CK6468'METER (1.2 FT) SOUTH FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 CK6468'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED---HUMP NO 3
 CK6468'1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK6468'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.42 METERS (14.50 FT) WEST
 CK6468'FROM THE CENTERLINE OF THE FIELD ROAD, 3.71 METERS (12.20 FT) NORTH
 CK6468'FROM A 12 INCH OAK TREE, AND 0.51 METER (1.7 FT) SOUTH FROM A WITNESS
 CK6468'POST.
 CK6468'THE UNDERGROUND REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED---HUMP
 CK6468'NO 3 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 CK6468'GROUND SURFACE.
 CK6468'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 CK6468'GEORGIA 1975.  REVISED AUGUST 1976.
 CK6468'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6469 ***********************************************************************
 CK6469  DESIGNATION -  BV 016 12
 CK6469  PID         -  CK6469
 CK6469  STATE/COUNTY-  GA/BULLOCH
 CK6469  USGS QUAD   -  REGISTER (1978)
 CK6469
 CK6469                         *CURRENT SURVEY CONTROL
 CK6469  ___________________________________________________________________
 CK6469* NAD 83(1994)-  32 19 08.22760(N)    081 52 36.97849(W)     ADJUSTED  
 CK6469* NAVD 88     -        63.3    (meters)     208.     (feet)  VERT ANG  
 CK6469  ___________________________________________________________________
 CK6469  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CK6469  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CK6469
 CK6469  HORZ ORDER  -  THIRD
 CK6469
 CK6469.The horizontal coordinates were established by classical geodetic methods
 CK6469.and adjusted by the National Geodetic Survey in September 1997..
 CK6469
 CK6469.The orthometric height was determined by vertical angle observations.
 CK6469
 CK6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6469
 CK6469.The geoid height was determined by GEOID03.
 CK6469
 CK6469;                    North         East     Units Scale Factor Converg.
 CK6469;SPC GA E     -   257,118.674   227,279.453   MT  0.99990917   +0 09 17.6
 CK6469;SPC GA E     -   843,563.52    745,666.01   sFT  0.99990917   +0 09 17.6
 CK6469;UTM  17      - 3,576,127.759   417,455.106   MT  0.99968402   -0 28 07.9
 CK6469
 CK6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6469!SPC GA E     -   0.99999473  x   0.99990917  =   0.99990390
 CK6469!UTM  17      -   0.99999473  x   0.99968402  =   0.99967875
 CK6469
 CK6469:                Primary Azimuth Mark                     Grid Az
 CK6469:SPC GA E     -  BV 016 13                                003 41 06.3
 CK6469:UTM  17      -  BV 016 13                                004 18 31.8
 CK6469
 CK6469|---------------------------------------------------------------------|
 CK6469| PID    Reference Object                     Distance      Geod. Az  |
 CK6469|                                                           dddmmss.s |
 CK6469| CK6470 BV 016 13                           APPROX. 1.3 KM 0035023.9 |
 CK6469|---------------------------------------------------------------------|
 CK6469
 CK6469                          SUPERSEDED SURVEY CONTROL
 CK6469
 CK6469  NAD 83(1986)-  32 19 08.22793(N)    081 52 36.99248(W) AD(       ) 3
 CK6469
 CK6469.Superseded values are not recommended for survey control.
 CK6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6469.See file dsdata.txt to determine how the superseded data were derived.
 CK6469
 CK6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1745576128(NAD 83)
 CK6469_MARKER: DD = SURVEY DISK
 CK6469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6469+STABILITY: SURFACE MOTION
 CK6469
 CK6469  HISTORY     - Date     Condition        Report By
 CK6469  HISTORY     - 1978     MONUMENTED       GADT
 CK6469
 CK6469                          STATION DESCRIPTION
 CK6469
 CK6469'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6469'THE STATION IS LOCATED ABOUT 21.4 KM (13.3 MI) WEST-SOUTHWEST OF
 CK6469'BROOKLET, 11.1 KM (6.9 MI) SOUTHEAST OF PULASKI, AND 17 KM
 CK6469'(10.55 MI) SOUTH-SOUTHWEST OF STATESBORO.
 CK6469'OWNERSHIP--STATE RIGHT OF WAY.
 CK6469'
 CK6469'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6469'AND U.S. HIGHWAY 301 (ABOUT 18.3 KM (11.7 MI) SOUTH OF STATESBORO),
 CK6469'GO NORTH ALONG U.S. HIGHWAY 301 FOR 1.3 KM (0.8 MI) TO THE STATION
 CK6469'ON THE LEFT.
 CK6469'
 CK6469'THE STATION IS A STANDARD GADT DISK
 CK6469'STAMPED---016-12---,
 CK6469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6469'FLUSH WITH GROUND.  IT IS LOCATED
 CK6469'25.54 METERS (83.8 FT) SOUTH FROM A POWER POLE,
 CK6469'24.6 METERS (80.7 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL,
 CK6469'16.9 METERS (55.4 FT) SOUTHWEST FROM A RIGHT OF WAY MARKER,
 CK6469'30.78 METERS (101 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK6469'SOUTH BOUND LANE OF THE HIGHWAY, AND
 CK6469'1.12 METERS (3.7 FT) NORTHWEST FROM A WITNESS POST.
 CK6469'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6469'STAMPED---016-12---,
 CK6469'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6469'
 CK6469'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6470 ***********************************************************************
 CK6470  DESIGNATION -  BV 016 13
 CK6470  PID         -  CK6470
 CK6470  STATE/COUNTY-  GA/BULLOCH
 CK6470  USGS QUAD   -  REGISTER (1978)
 CK6470
 CK6470                         *CURRENT SURVEY CONTROL
 CK6470  ___________________________________________________________________
 CK6470* NAD 83(1994)-  32 19 49.98486(N)    081 52 33.67740(W)     ADJUSTED  
 CK6470* NAVD 88     -        58.3    (meters)     191.     (feet)  VERT ANG  
 CK6470  ___________________________________________________________________
 CK6470  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CK6470  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CK6470
 CK6470  HORZ ORDER  -  THIRD
 CK6470
 CK6470.The horizontal coordinates were established by classical geodetic methods
 CK6470.and adjusted by the National Geodetic Survey in September 1997..
 CK6470
 CK6470.The orthometric height was determined by vertical angle observations.
 CK6470
 CK6470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6470
 CK6470.The geoid height was determined by GEOID03.
 CK6470
 CK6470;                    North         East     Units Scale Factor Converg.
 CK6470;SPC GA E     -   258,405.055   227,362.302   MT  0.99990923   +0 09 19.6
 CK6470;SPC GA E     -   847,783.92    745,937.82   sFT  0.99990923   +0 09 19.6
 CK6470;UTM  17      - 3,577,412.873   417,551.935   MT  0.99968383   -0 28 06.7
 CK6470
 CK6470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6470!SPC GA E     -   0.99999553  x   0.99990923  =   0.99990476
 CK6470!UTM  17      -   0.99999553  x   0.99968383  =   0.99967936
 CK6470
 CK6470:                Primary Azimuth Mark                     Grid Az
 CK6470:SPC GA E     -  BV 016 12                                183 41 06.0
 CK6470:UTM  17      -  BV 016 12                                184 18 32.3
 CK6470
 CK6470|---------------------------------------------------------------------|
 CK6470| PID    Reference Object                     Distance      Geod. Az  |
 CK6470|                                                           dddmmss.s |
 CK6470| CK6469 BV 016 12                           APPROX. 1.3 KM 1835025.6 |
 CK6470|---------------------------------------------------------------------|
 CK6470
 CK6470                          SUPERSEDED SURVEY CONTROL
 CK6470
 CK6470  NAD 83(1986)-  32 19 49.98448(N)    081 52 33.68953(W) AD(       ) 3
 CK6470
 CK6470.Superseded values are not recommended for survey control.
 CK6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6470.See file dsdata.txt to determine how the superseded data were derived.
 CK6470
 CK6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1755277413(NAD 83)
 CK6470_MARKER: DD = SURVEY DISK
 CK6470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6470+STABILITY: SURFACE MOTION
 CK6470
 CK6470  HISTORY     - Date     Condition        Report By
 CK6470  HISTORY     - 1978     MONUMENTED       GADT
 CK6470
 CK6470                          STATION DESCRIPTION
 CK6470
 CK6470'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6470'THE STATION IS LOCATED ABOUT 10.15 KM (6.3 MI) SOUTHEAST OF
 CK6470'PULASKI, 15.95 KM (9.9 MI) SOUTHWEST OF STATESBORO, AND 22.6 KM
 CK6470'(14.05 MI) WEST-SOUTHWEST OF BROOKLET.
 CK6470'OWNERSHIP--STATE RIGHT OF WAY.
 CK6470'
 CK6470'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6470'AND U.S. HIGHWAY 301 (ABOUT 18.3 KM (11.7 MI) SOUTH OF STATESBORO),
 CK6470'GO NORTH ALONG U.S. HIGHWAY 301 FOR 2.6 KM (1.6 MI) TO THE STATION
 CK6470'ON THE LEFT.
 CK6470'
 CK6470'THE STATION IS A STANDARD GADT DISK
 CK6470'STAMPED---016 13---,
 CK6470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6470'FLUSH WITH GROUND.  IT IS LOCATED
 CK6470'13.59 METERS (44.6 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK6470'HIGHWAY,
 CK6470'16.68 METERS (54.7 FT) NORTHEAST FROM A 16 INCH PINE TREE,
 CK6470'7.95 METERS (26.1 FT) EAST-SOUTHEAST FROM THE END FENCE POST
 CK6470'OF A GAP, AND
 CK6470'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6470'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6470'STAMPED---016-13---,
 CK6470'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6470'
 CK6470'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6471 ***********************************************************************
 CK6471  DESIGNATION -  BV 016 14
 CK6471  PID         -  CK6471
 CK6471  STATE/COUNTY-  GA/BULLOCH
 CK6471  USGS QUAD   -  NEVILS (1978)
 CK6471
 CK6471                         *CURRENT SURVEY CONTROL
 CK6471  ___________________________________________________________________
 CK6471* NAD 83(1994)-  32 20 30.48598(N)    081 52 13.84498(W)     ADJUSTED  
 CK6471* NAVD 88     -        47.9    (meters)     157.     (feet)  VERT ANG  
 CK6471  ___________________________________________________________________
 CK6471  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 CK6471  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 CK6471
 CK6471  HORZ ORDER  -  THIRD
 CK6471
 CK6471.The horizontal coordinates were established by classical geodetic methods
 CK6471.and adjusted by the National Geodetic Survey in September 1997..
 CK6471
 CK6471.The orthometric height was determined by vertical angle observations.
 CK6471
 CK6471.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6471
 CK6471.The geoid height was determined by GEOID03.
 CK6471
 CK6471;                    North         East     Units Scale Factor Converg.
 CK6471;SPC GA E     -   259,653.935   227,877.491   MT  0.99990958   +0 09 30.4
 CK6471;SPC GA E     -   851,881.29    747,628.07   sFT  0.99990958   +0 09 30.4
 CK6471;UTM  17      - 3,578,655.786   418,080.576   MT  0.99968275   -0 27 56.6
 CK6471
 CK6471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6471!SPC GA E     -   0.99999716  x   0.99990958  =   0.99990674
 CK6471!UTM  17      -   0.99999716  x   0.99968275  =   0.99967991
 CK6471
 CK6471:                Primary Azimuth Mark                     Grid Az
 CK6471:SPC GA E     -  BV 016 13                                202 25 01.7
 CK6471:UTM  17      -  BV 016 13                                203 02 28.7
 CK6471
 CK6471|---------------------------------------------------------------------|
 CK6471| PID    Reference Object                     Distance      Geod. Az  |
 CK6471|                                                           dddmmss.s |
 CK6471| CK6470 BV 016 13                           APPROX. 1.4 KM 2023432.1 |
 CK6471|---------------------------------------------------------------------|
 CK6471
 CK6471                          SUPERSEDED SURVEY CONTROL
 CK6471
 CK6471  NAD 83(1986)-  32 20 30.48475(N)    081 52 13.85548(W) AD(       ) 3
 CK6471
 CK6471.Superseded values are not recommended for survey control.
 CK6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6471.See file dsdata.txt to determine how the superseded data were derived.
 CK6471
 CK6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1808178656(NAD 83)
 CK6471_MARKER: DD = SURVEY DISK
 CK6471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6471+STABILITY: SURFACE MOTION
 CK6471
 CK6471  HISTORY     - Date     Condition        Report By
 CK6471  HISTORY     - 1978     MONUMENTED       GADT
 CK6471
 CK6471                          STATION DESCRIPTION
 CK6471
 CK6471'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6471'THE STATION IS LOCATED ABOUT 9.9 KM (6.1 MI) EAST-SOUTHEAST OF
 CK6471'PULASKI, 14.6 KM (9.05 MI) SOUTHWEST OF STATESBORO, AND 19.9 KM
 CK6471'(12.35 MI) WEST-SOUTHWEST OF BROOKLET.
 CK6471'OWNERSHIP--STATE RIGHT OF WAY.
 CK6471'
 CK6471'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6471'AND U.S. HIGHWAY 301 (ABOUT 18.8 KM (11.7 MI) SOUTH OF STATESBORO),
 CK6471'GO NORTH ALONG U.S. HIGHWAY 301 FOR 3.95 KM (2.45 MI) TO THE
 CK6471'STATION ON THE LEFT.
 CK6471'
 CK6471'THE STATION IS A STANDARD GADT DISK
 CK6471'STAMPED---016-14---,
 CK6471'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6471'FLUSH WITH GROUND.  IT IS LOCATED
 CK6471'6.64 METERS (21.8 FT) SOUTHEAST FROM THE SOUTHERN MOST BRICK
 CK6471'BRICK COLUMN NEXT TO A DRIVEWAY,
 CK6471'8.16 METERS (26.8 FT) SOUTH-SOUTHEAST FROM THE OTHER BRICK
 CK6471'COLUMN ON THE NORTH SIDE OF THE DRIVEWAY,
 CK6471'13.22 METERS (43.4 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK6471'HIGHWAY, AND
 CK6471'0.8 METER (2.6 FT) SOUTHEAST FROM A WITNESS POST.
 CK6471'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6471'STAMPED---016-14---,
 CK6471'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6471'
 CK6471'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6472 ***********************************************************************
 CK6472  DESIGNATION -  BV 016 15
 CK6472  PID         -  CK6472
 CK6472  STATE/COUNTY-  GA/BULLOCH
 CK6472  USGS QUAD   -  NEVILS (1978)
 CK6472
 CK6472                         *CURRENT SURVEY CONTROL
 CK6472  ___________________________________________________________________
 CK6472* NAD 83(1994)-  32 21 27.41475(N)    081 51 41.47700(W)     ADJUSTED  
 CK6472* NAVD 88     -        44.7    (meters)     147.     (feet)  VERT ANG  
 CK6472  ___________________________________________________________________
 CK6472  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CK6472  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CK6472
 CK6472  HORZ ORDER  -  THIRD
 CK6472
 CK6472.The horizontal coordinates were established by classical geodetic methods
 CK6472.and adjusted by the National Geodetic Survey in September 1997..
 CK6472
 CK6472.The orthometric height was determined by vertical angle observations.
 CK6472
 CK6472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6472
 CK6472.The geoid height was determined by GEOID03.
 CK6472
 CK6472;                    North         East     Units Scale Factor Converg.
 CK6472;SPC GA E     -   261,409.758   228,718.846   MT  0.99991017   +0 09 47.9
 CK6472;SPC GA E     -   857,641.85    750,388.41   sFT  0.99991017   +0 09 47.9
 CK6472;UTM  17      - 3,580,401.939   418,940.816   MT  0.99968102   -0 27 40.0
 CK6472
 CK6472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6472!SPC GA E     -   0.99999766  x   0.99991017  =   0.99990783
 CK6472!UTM  17      -   0.99999766  x   0.99968102  =   0.99967868
 CK6472
 CK6472:                Primary Azimuth Mark                     Grid Az
 CK6472:SPC GA E     -  BV 016 16                                296 32 19.4
 CK6472:UTM  17      -  BV 016 16                                297 09 47.3
 CK6472
 CK6472|---------------------------------------------------------------------|
 CK6472| PID    Reference Object                     Distance      Geod. Az  |
 CK6472|                                                           dddmmss.s |
 CK6472| CK6473 BV 016 16                           441.722 METERS 2964207.3 |
 CK6472|---------------------------------------------------------------------|
 CK6472
 CK6472                          SUPERSEDED SURVEY CONTROL
 CK6472
 CK6472  NAD 83(1986)-  32 21 27.41245(N)    081 51 41.48548(W) AD(       ) 3
 CK6472
 CK6472.Superseded values are not recommended for survey control.
 CK6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6472.See file dsdata.txt to determine how the superseded data were derived.
 CK6472
 CK6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1894180402(NAD 83)
 CK6472_MARKER: DD = SURVEY DISK
 CK6472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6472+STABILITY: SURFACE MOTION
 CK6472
 CK6472  HISTORY     - Date     Condition        Report By
 CK6472  HISTORY     - 1978     MONUMENTED       GADT
 CK6472
 CK6472                          STATION DESCRIPTION
 CK6472
 CK6472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6472'THE STATION IS LOCATED ABOUT 13.05 KM (8.1 MI) EAST-SOUTHEAST OF
 CK6472'PULASKI, 12.9 KM (8.05 MI) SOUTHWEST OF STATESBORO, AND 21.1 KM
 CK6472'(13.1 MI) SOUTH-SOUTHEAST OF PORTAL.
 CK6472'OWNERSHIP--STATE ROUTE OF WAY.
 CK6472'
 CK6472'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6472'AND U.S. HIGHWAY 301 (ABOUT 18.8 KM (11.7 MI) SOUTH OF STATESBORO),
 CK6472'GO NORTH ALONG U.S. HIGHWAY 301 FOR 5.9 KM (3.65 MI) TO THE
 CK6472'JUNCTION OF STATE ROUTE 46 CROSSING AND THE STATION ON THE RIGHT.
 CK6472'
 CK6472'THE STATION IS A STANDARD GADT DISK
 CK6472'STAMPED---016-15---,
 CK6472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6472'FLUSH WITH GROUND.  IT IS LOCATED
 CK6472'5.54 METERS (18.2 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 CK6472'ROUTE 46,
 CK6472'18.77 METERS (61.6 FT) NORTHEAST FROM A LIGHT POLE,
 CK6472'38.95 METERS (127.8 FT) SOUTHEAST FROM THE POINT OF INTERSECTION
 CK6472'OF THE CENTERLINES OF STATE ROUTE 46, AND U.S. HIGHWAY 301, AND
 CK6472'1.08 METERS (3.5 FT) SOUTHWEST FROM A WITNESS POST.
 CK6472'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6472'STAMPED---016-15---,
 CK6472'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6472'
 CK6472'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6473 ***********************************************************************
 CK6473  DESIGNATION -  BV 016 16
 CK6473  PID         -  CK6473
 CK6473  STATE/COUNTY-  GA/BULLOCH
 CK6473  USGS QUAD   -  NEVILS (1978)
 CK6473
 CK6473                         *CURRENT SURVEY CONTROL
 CK6473  ___________________________________________________________________
 CK6473* NAD 83(1994)-  32 21 33.85816(N)    081 51 56.57021(W)     ADJUSTED  
 CK6473* NAVD 88     -        44.3    (meters)     145.     (feet)  VERT ANG  
 CK6473  ___________________________________________________________________
 CK6473  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CK6473  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 CK6473
 CK6473  HORZ ORDER  -  THIRD
 CK6473
 CK6473.The horizontal coordinates were established by classical geodetic methods
 CK6473.and adjusted by the National Geodetic Survey in September 1997..
 CK6473
 CK6473.The orthometric height was determined by vertical angle observations.
 CK6473
 CK6473.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6473
 CK6473.The geoid height was determined by GEOID03.
 CK6473
 CK6473;                    North         East     Units Scale Factor Converg.
 CK6473;SPC GA E     -   261,607.102   228,323.702   MT  0.99990989   +0 09 39.9
 CK6473;SPC GA E     -   858,289.30    749,092.01   sFT  0.99990989   +0 09 39.9
 CK6473;UTM  17      - 3,580,603.532   418,547.936   MT  0.99968181   -0 27 48.2
 CK6473
 CK6473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6473!SPC GA E     -   0.99999772  x   0.99990989  =   0.99990761
 CK6473!UTM  17      -   0.99999772  x   0.99968181  =   0.99967953
 CK6473
 CK6473:                Primary Azimuth Mark                     Grid Az
 CK6473:SPC GA E     -  BV 016 15                                116 32 19.4
 CK6473:UTM  17      -  BV 016 15                                117 09 47.5
 CK6473
 CK6473|---------------------------------------------------------------------|
 CK6473| PID    Reference Object                     Distance      Geod. Az  |
 CK6473|                                                           dddmmss.s |
 CK6473| CK6472 BV 016 15                           441.722 METERS 1164159.3 |
 CK6473|---------------------------------------------------------------------|
 CK6473
 CK6473                          SUPERSEDED SURVEY CONTROL
 CK6473
 CK6473  NAD 83(1986)-  32 21 33.85580(N)    081 51 56.57760(W) AD(       ) 3
 CK6473
 CK6473.Superseded values are not recommended for survey control.
 CK6473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6473.See file dsdata.txt to determine how the superseded data were derived.
 CK6473
 CK6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1854880604(NAD 83)
 CK6473_MARKER: DD = SURVEY DISK
 CK6473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6473+STABILITY: SURFACE MOTION
 CK6473
 CK6473  HISTORY     - Date     Condition        Report By
 CK6473  HISTORY     - 1978     MONUMENTED       GADT
 CK6473
 CK6473                          STATION DESCRIPTION
 CK6473
 CK6473'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6473'THE STATION IS LOCATED ABOUT 9.4 KM (5,85 MI) EAST-SOUTHEAST OF
 CK6473'PULASKI, 13 KM (8.05 MI) SOUTHWEST OF STATESBORO, AND
 CK6473'20.60 KM (12.8 MI) SOUTH-SOUTHEAST OF PORTAL.
 CK6473'
 CK6473'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6473'AND U.S. HIGHWAY 301 (ABOUT 18.8 KM (11.7 MI) SOUTH OF STATESBORO),
 CK6473'GO NORTH ALONG U.S. HIGHWAY 301 FOR 5.9 KM (3.65 MI) TO THE
 CK6473'JUNCTION OF STATE ROUTE 46 CROSSING.  TURN LEFT GOING WEST ALONG
 CK6473'STATE ROUTE 46 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 CK6473'
 CK6473'THE STATION IS A STANDARD GADT DISK
 CK6473'STAMPED---016-16---,
 CK6473'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6473'FLUSH WITH GROUND.  IT IS LOCATED
 CK6473'11.06 METERS (36.3 FT) NORTHEAST FROM THE CENTERLINE OF THE
 CK6473'HIGHWAY,
 CK6473'11.06 METERS (36.3 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 CK6473'ROUTE 73W (THE OLD U.S. HIGHWAY 301), AND
 CK6473'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 CK6473'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6473'STAMPED---016-16---,
 CK6473'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6473'
 CK6473'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6474 ***********************************************************************
 CK6474  DESIGNATION -  BV 016 17
 CK6474  PID         -  CK6474
 CK6474  STATE/COUNTY-  GA/BULLOCH
 CK6474  USGS QUAD   -  REGISTER (1978)
 CK6474
 CK6474                         *CURRENT SURVEY CONTROL
 CK6474  ___________________________________________________________________
 CK6474* NAD 83(1994)-  32 21 40.28475(N)    081 52 32.51052(W)     ADJUSTED  
 CK6474* NAVD 88     -        54.4    (meters)     178.     (feet)  VERT ANG  
 CK6474  ___________________________________________________________________
 CK6474  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CK6474  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 CK6474
 CK6474  HORZ ORDER  -  THIRD
 CK6474
 CK6474.The horizontal coordinates were established by classical geodetic methods
 CK6474.and adjusted by the National Geodetic Survey in September 1997..
 CK6474
 CK6474.The orthometric height was determined by vertical angle observations.
 CK6474
 CK6474.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6474
 CK6474.The geoid height was determined by GEOID03.
 CK6474
 CK6474;                    North         East     Units Scale Factor Converg.
 CK6474;SPC GA E     -   261,802.448   227,383.586   MT  0.99990924   +0 09 20.7
 CK6474;SPC GA E     -   858,930.20    746,007.65   sFT  0.99990924   +0 09 20.7
 CK6474;UTM  17      - 3,580,809.066   417,610.218   MT  0.99968371   -0 28 07.5
 CK6474
 CK6474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6474!SPC GA E     -   0.99999614  x   0.99990924  =   0.99990538
 CK6474!UTM  17      -   0.99999614  x   0.99968371  =   0.99967985
 CK6474
 CK6474:                Primary Azimuth Mark                     Grid Az
 CK6474:SPC GA E     -  BV 016 18                                284 54 11.4
 CK6474:UTM  17      -  BV 016 18                                285 31 39.6
 CK6474
 CK6474|---------------------------------------------------------------------|
 CK6474| PID    Reference Object                     Distance      Geod. Az  |
 CK6474|                                                           dddmmss.s |
 CK6474| CK6475 BV 016 18                           APPROX. 1.2 KM 2850332.1 |
 CK6474|---------------------------------------------------------------------|
 CK6474
 CK6474                          SUPERSEDED SURVEY CONTROL
 CK6474
 CK6474  NAD 83(1986)-  32 21 40.28282(N)    081 52 32.51705(W) AD(       ) 3
 CK6474
 CK6474.Superseded values are not recommended for survey control.
 CK6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6474.See file dsdata.txt to determine how the superseded data were derived.
 CK6474
 CK6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1761080809(NAD 83)
 CK6474_MARKER: DD = SURVEY DISK
 CK6474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6474+STABILITY: SURFACE MOTION
 CK6474
 CK6474  HISTORY     - Date     Condition        Report By
 CK6474  HISTORY     - 1978     MONUMENTED       GADT
 CK6474
 CK6474                          STATION DESCRIPTION
 CK6474
 CK6474'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6474'THE STATION IS LOCATED ABOUT 20.28 KM (12.6 MI) SOUTH-SOUTHEAST
 CK6474'OF PORTAL, 8.45 KM (5.25 MI) EAST-SOUTHEAST OF PULASKI, AND
 CK6474'13.25 KM (8.2 MI) SOUTHWEST OF STATESBORO.
 CK6474'
 CK6474'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6474'AND U.S. HIGHWAY 301 (ABOUT 17.7 KM (11 MI) SOUTH OF STATESBORO),
 CK6474'GO NORTH ALONG U.S. HIGHWAY 301 FOR 5.9 KM (3.65 KM ) TO THE
 CK6474'JUNCTION OF STATE ROUTE 46 CROSSING.  TURN LEFT GOING WEST ALONG
 CK6474'STATE ROUTE 46 FOR 1.35 KM (0.85 MI) TO THE STATION ON THE LEFT.
 CK6474'
 CK6474'THE STATION IS A STANDARD GADT DISK
 CK6474'STAMPED---016-17---,
 CK6474'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6474'FLUSH WITH GROUND.  IT IS LOCATED
 CK6474'26.97 METERS (88.5 FT) EAST-NORTHEAST FROM A POWER POLE,
 CK6474'109.78 METERS (360 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6474'COUNTY ROAD 170,
 CK6474'14.32 METERS (47 FT) SOUTHEAST FROM THE POINT OF INTERSECTION
 CK6474'OF THE CENTERLINES OF A WOODS ROAD AND STATE ROUTE 46,
 CK6474'11.55 METERS (37.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK6474'12.34 METERS (40.5 FT) WEST-NORTHWEST FROM A POWER POLE, AND
 CK6474'0.76 METER (2.5 FT) NORTH FROM A WITNESS POST.
 CK6474'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6474'STAMPED---016-17---,
 CK6474'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6474'
 CK6474'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6474'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6474'
 CK6474'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6475 ***********************************************************************
 CK6475  DESIGNATION -  BV 016 18
 CK6475  PID         -  CK6475
 CK6475  STATE/COUNTY-  GA/BULLOCH
 CK6475  USGS QUAD   -  REGISTER (1978)
 CK6475
 CK6475                         *CURRENT SURVEY CONTROL
 CK6475  ___________________________________________________________________
 CK6475* NAD 83(1994)-  32 21 50.25519(N)    081 53 16.18249(W)     ADJUSTED  
 CK6475* NAVD 88     -        58.0    (meters)     190.     (feet)  VERT ANG  
 CK6475  ___________________________________________________________________
 CK6475  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CK6475  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 CK6475
 CK6475  HORZ ORDER  -  THIRD
 CK6475
 CK6475.The horizontal coordinates were established by classical geodetic methods
 CK6475.and adjusted by the National Geodetic Survey in September 1997..
 CK6475
 CK6475.The orthometric height was determined by vertical angle observations.
 CK6475
 CK6475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6475
 CK6475.The geoid height was determined by GEOID03.
 CK6475
 CK6475;                    North         East     Units Scale Factor Converg.
 CK6475;SPC GA E     -   262,106.507   226,241.105   MT  0.99990849   +0 08 57.3
 CK6475;SPC GA E     -   859,927.77    742,259.36   sFT  0.99990849   +0 08 57.3
 CK6475;UTM  17      - 3,581,125.488   416,471.374   MT  0.99968604   -0 28 31.0
 CK6475
 CK6475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6475!SPC GA E     -   0.99999556  x   0.99990849  =   0.99990405
 CK6475!UTM  17      -   0.99999556  x   0.99968604  =   0.99968160
 CK6475
 CK6475|---------------------------------------------------------------------|
 CK6475| PID    Reference Object                     Distance      Geod. Az  |
 CK6475|                                                           dddmmss.s |
 CK6475| CK6476 BV 016 19                           295.373 METERS 04238     |
 CK6475| CK6474 BV 016 17                           APPROX. 1.2 KM 1050308.7 |
 CK6475|---------------------------------------------------------------------|
 CK6475
 CK6475                          SUPERSEDED SURVEY CONTROL
 CK6475
 CK6475  NAD 83(1986)-  32 21 50.25363(N)    081 53 16.18811(W) AD(       ) 3
 CK6475
 CK6475.Superseded values are not recommended for survey control.
 CK6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6475.See file dsdata.txt to determine how the superseded data were derived.
 CK6475
 CK6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1647181125(NAD 83)
 CK6475_MARKER: DD = SURVEY DISK
 CK6475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6475+STABILITY: SURFACE MOTION
 CK6475
 CK6475  HISTORY     - Date     Condition        Report By
 CK6475  HISTORY     - 1978     MONUMENTED       GADT
 CK6475
 CK6475                          STATION DESCRIPTION
 CK6475
 CK6475'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6475'THE STATION IS LOCATED ABOUT 19.5 KM (12.1 MI) SOUTH OF PORTAL,
 CK6475'7.3 KM (4.55 MI) EAST-SOUTHEAST OF PULASKI, AND 13.8 KM (8.6 MI)
 CK6475'SOUTHWEST OF STATESBORO.
 CK6475'
 CK6475'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6475'AND U.S. HIGHWAY 301 (ABOUT 17.7 KM (11 MI) SOUTH OF STATESBORO),
 CK6475'GO NORTH ALONG U.S. HIGHWAY 301 FOR 5.9 KM (3.65 MI) TO THE
 CK6475'JUNCTION OF STATE ROUTE 46 CROSSING.  TURN LEFT GOING WEST ALONG
 CK6475'STATE ROUTE 46 FOR 2.6 KM (1.6 MI) TO THE POST OFFICE IN REGISTER
 CK6475'AND THE STATION ON THE LEFT.
 CK6475'
 CK6475'THE STATION IS A STANDARD GADT DISK
 CK6475'STAMPED---016-18---,
 CK6475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6475'FLUSH WITH GROUND.  IT IS LOCATED
 CK6475'14.47 METERS (47.5 FT) SOUTHEAST FROM AN 18 INCH CORRUGATED
 CK6475'METAL (EAST END) SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 CK6475'11.18 METERS (36.7 FT) WEST-SOUTHWEST FROM THE WEST END OF
 CK6475'ANOTHER 18 INCH CORRUGATED METAL SIDE DRAIN PIPE ON THE EAST ENTRANCE
 CK6475'OF THE DRIVEWAY TO THE SOUTH,
 CK6475'10.5 METERS (34.7 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK6475'8.41 METERS (27.6 FT) NORTH FROM A WITNESS POST SET AT THE POST
 CK6475'OFFICE CONCRETE WALL, AND
 CK6475'63.09 METERS (207 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK6475'POST OFFICE.
 CK6475'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6475'STAMPED---016-18---,
 CK6475'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6475'
 CK6475'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6476 ***********************************************************************
 CK6476  DESIGNATION -  BV 016 19
 CK6476  PID         -  CK6476
 CK6476  STATE/COUNTY-  GA/BULLOCH
 CK6476  USGS QUAD   -  REGISTER (1978)
 CK6476
 CK6476                         *CURRENT SURVEY CONTROL
 CK6476  ___________________________________________________________________
 CK6476* NAD 83(1994)-  32 21 57.30982(N)    081 53 08.53032(W)     ADJUSTED  
 CK6476* NAVD 88     -        58.2    (meters)     191.     (feet)  VERT ANG  
 CK6476  ___________________________________________________________________
 CK6476  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CK6476  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CK6476
 CK6476  HORZ ORDER  -  THIRD
 CK6476
 CK6476.The horizontal coordinates were established by classical geodetic methods
 CK6476.and adjusted by the National Geodetic Survey in September 1997..
 CK6476
 CK6476.The orthometric height was determined by vertical angle observations.
 CK6476
 CK6476.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6476
 CK6476.The geoid height was determined by GEOID03.
 CK6476
 CK6476;                    North         East     Units Scale Factor Converg.
 CK6476;SPC GA E     -   262,324.318   226,440.573   MT  0.99990862   +0 09 01.5
 CK6476;SPC GA E     -   860,642.37    742,913.78   sFT  0.99990862   +0 09 01.5
 CK6476;UTM  17      - 3,581,341.064   416,673.159   MT  0.99968562   -0 28 27.0
 CK6476
 CK6476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6476!SPC GA E     -   0.99999554  x   0.99990862  =   0.99990416
 CK6476!UTM  17      -   0.99999554  x   0.99968562  =   0.99968116
 CK6476
 CK6476|---------------------------------------------------------------------|
 CK6476| PID    Reference Object                     Distance      Geod. Az  |
 CK6476|                                                           dddmmss.s |
 CK6476| CK6475 BV 016 18                           295.373 METERS 22238     |
 CK6476| CK0132 TAYLOR ECC                          267.074 METERS 29609     |
 CK6476|---------------------------------------------------------------------|
 CK6476
 CK6476                          SUPERSEDED SURVEY CONTROL
 CK6476
 CK6476  NAD 83(1986)-  32 21 57.30779(N)    081 53 08.53630(W) AD(       ) 3
 CK6476
 CK6476.Superseded values are not recommended for survey control.
 CK6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6476.See file dsdata.txt to determine how the superseded data were derived.
 CK6476
 CK6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1667381341(NAD 83)
 CK6476_MARKER: DD = SURVEY DISK
 CK6476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6476+STABILITY: SURFACE MOTION
 CK6476
 CK6476  HISTORY     - Date     Condition        Report By
 CK6476  HISTORY     - 1978     MONUMENTED       GADT
 CK6476
 CK6476                          STATION DESCRIPTION
 CK6476
 CK6476'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6476'THE STATION IS LOCATED ABOUT 7.65 KM (4.75 MI) EAST-SOUTHEAST
 CK6476'OF PULASKI, 13.35 KM (8.3 MI) SOUTHWEST OF STATESBORO, AND
 CK6476'19.9 KM (12.35 MI) SOUTH-SOUTHEAST OF PORTAL.
 CK6476'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6476'
 CK6476'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6476'AND U.S. HIGHWAY 301 (ABOUT 17.7 KM (11 MI) SOUTH OF STATESBORO),
 CK6476'GO NORTH ALONG U.S. HIGHWAY 301 FOR 5.9 KM (3.65 MI) TO THE
 CK6476'JUNCTION OF STATE ROUTE 46 CROSSING.  TURN LEFT GOING
 CK6476'WEST ALONG STATE ROUTE 46 FOR 2.4
 CK6476'KM (1.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91603 CROSSING IN
 CK6476'THE COMMUNITY OF REGISTER.  TURN RIGHT GOING NORTH ALONG COUNTY
 CK6476'ROAD 91603 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF THE CENTRAL
 CK6476'OF GEORGIA RAIL ROAD TRACKS CROSSING.  TURN LEFT GOING WEST ALONG
 CK6476'THE RAIL ROAD TRACKS FOR ABOUT 0.15 KM (0.1 MI) TO THE STATION ON
 CK6476'THE LEFT.
 CK6476'
 CK6476'THE STATION IS A STANDARD GADT DISK
 CK6476'STAMPED---016-19---,
 CK6476'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6476'FLUSH WITH GROUND.  IT IS LOCATED
 CK6476'11.09 METERS (36.4 FT) NORTHWEST FROM AN 8 INCH DOG WOOD TREE,
 CK6476'3.81 METERS (12.5 FT) NORTHEAST FROM A POWER POLE,
 CK6476'15.45 METERS (49.9 FT) EAST-NORTHEAST FROM A 12 INCH PECAN TREE, AND
 CK6476'6.73 METERS (22.1 FT) SOUTHWEST FROM A WITNESS POST.
 CK6476'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6476'STAMPED---016-19---,
 CK6476'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6476'
 CK6476'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6476'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6476'
 CK6476'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6477 ***********************************************************************
 CK6477  DESIGNATION -  BV 016 20
 CK6477  PID         -  CK6477
 CK6477  STATE/COUNTY-  GA/BULLOCH
 CK6477  USGS QUAD   -  NEVILS (1978)
 CK6477
 CK6477                         *CURRENT SURVEY CONTROL
 CK6477  ___________________________________________________________________
 CK6477* NAD 83(1994)-  32 21 45.17216(N)    081 51 33.22697(W)     ADJUSTED  
 CK6477* NAVD 88     -        45.5    (meters)     149.     (feet)  VERT ANG  
 CK6477  ___________________________________________________________________
 CK6477  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CK6477  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CK6477
 CK6477  HORZ ORDER  -  THIRD
 CK6477
 CK6477.The horizontal coordinates were established by classical geodetic methods
 CK6477.and adjusted by the National Geodetic Survey in September 1997..
 CK6477
 CK6477.The orthometric height was determined by vertical angle observations.
 CK6477
 CK6477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6477
 CK6477.The geoid height was determined by GEOID03.
 CK6477
 CK6477;                    North         East     Units Scale Factor Converg.
 CK6477;SPC GA E     -   261,957.316   228,932.957   MT  0.99991032   +0 09 52.4
 CK6477;SPC GA E     -   859,438.29    751,090.88   sFT  0.99991032   +0 09 52.4
 CK6477;UTM  17      - 3,580,947.006   419,160.832   MT  0.99968059   -0 27 35.8
 CK6477
 CK6477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6477!SPC GA E     -   0.99999754  x   0.99991032  =   0.99990786
 CK6477!UTM  17      -   0.99999754  x   0.99968059  =   0.99967813
 CK6477
 CK6477:                Primary Azimuth Mark                     Grid Az
 CK6477:SPC GA E     -  BV 016 15                                201 21 25.1
 CK6477:UTM  17      -  BV 016 15                                201 58 53.3
 CK6477
 CK6477|---------------------------------------------------------------------|
 CK6477| PID    Reference Object                     Distance      Geod. Az  |
 CK6477|                                                           dddmmss.s |
 CK6477| CK6472 BV 016 15                           APPROX. 0.6 KM 2013117.5 |
 CK6477|---------------------------------------------------------------------|
 CK6477
 CK6477                          SUPERSEDED SURVEY CONTROL
 CK6477
 CK6477  NAD 83(1986)-  32 21 45.17022(N)    081 51 33.23456(W) AD(       ) 3
 CK6477
 CK6477.Superseded values are not recommended for survey control.
 CK6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6477.See file dsdata.txt to determine how the superseded data were derived.
 CK6477
 CK6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1916180947(NAD 83)
 CK6477_MARKER: DD = SURVEY DISK
 CK6477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6477+STABILITY: SURFACE MOTION
 CK6477
 CK6477  HISTORY     - Date     Condition        Report By
 CK6477  HISTORY     - 1978     MONUMENTED       GADT
 CK6477
 CK6477                          STATION DESCRIPTION
 CK6477
 CK6477'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6477'THE STATION IS LOCATED ABOUT 13.05 KM (8.1 MI) EAST-SOUTHEAST OF
 CK6477'PULASKI, 12.7 KM (7.9 MI) SOUTHWEST OF STATESBORO, AND 22.2 KM
 CK6477'(13.8 MI) SOUTH-SOUTHEAST OF PORTAL.
 CK6477'OWNERSHIP--STATE RIGHT OF WAY.
 CK6477'
 CK6477'TO REACH THE STATION FROM THE JNCTION OF U.S. HIGHWAY 301
 CK6477'AND INTERSTATE HIGHWAY 16 (ABOUT 17.7 KM (11 MI) SOUTH OF
 CK6477'STATESBORO), GO NORTH ALONG U.S. HIGHWAY 301 FOR 5.9 KM (3.65 MI)
 CK6477'TO THE JUNCTION OF STATE ROUTE 46.  CONTINUE GOING NORTH ALONG
 CK6477'U.S. HIGHWAY 301 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 CK6477'
 CK6477'THE STATION IS A STANDARD GADT DISK
 CK6477'STAMPED---016-20---,
 CK6477'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6477'FLUSH WITH GROUND.  IT IS LOCATED
 CK6477'31.69 METERS (104 FT) SOUTHWEST FROM THE EDGE OF THE PAVEMENT
 CK6477'COVERING THE AREA BETWEEN THE STATE ROUTE 46 SOUTH EDGE AND U.S.
 CK6477'HIGHWAY 301 NORTH EDGE OF PAVEMENT,
 CK6477'8.83 METERS (18 FT) NORTHWEST FROM THE CENTERLINE OF U.S.
 CK6477'HIGHWAY 301, 17.67 METERS (58 FT) NORTHEAST FROM A DROP INLET
 CK6477'IN THE MEDIAN OF U.S. HIGHWAY 301, AND
 CK6477'1.15 METERS (3.8 FT) SOUTHEAST FROM A WITNESS POST.
 CK6477'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6477'STAMPED---016-20---,
 CK6477'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6477'
 CK6477'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4177 ***********************************************************************
 CK4177  DESIGNATION -  BV 016 200
 CK4177  PID         -  CK4177
 CK4177  STATE/COUNTY-  GA/BULLOCH
 CK4177  USGS QUAD   -  PORTAL (1978)
 CK4177
 CK4177                         *CURRENT SURVEY CONTROL
 CK4177  ___________________________________________________________________
 CK4177* NAD 83(1994)-  32 36 15.68096(N)    081 56 47.17669(W)     ADJUSTED  
 CK4177* NAVD 88     -       100.0    (meters)     328.     (feet)  VERTCON   
 CK4177  ___________________________________________________________________
 CK4177  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CK4177  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK4177
 CK4177  HORZ ORDER  -  SECOND
 CK4177
 CK4177.The horizontal coordinates were established by classical geodetic methods
 CK4177.and adjusted by the National Geodetic Survey in September 1997..
 CK4177
 CK4177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4177
 CK4177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4177
 CK4177.The geoid height was determined by GEOID03.
 CK4177
 CK4177;                    North         East     Units Scale Factor Converg.
 CK4177;SPC GA E     -   288,749.862   220,670.399   MT  0.99990527   +0 07 07.2
 CK4177;SPC GA E     -   947,340.17    723,982.80   sFT  0.99990527   +0 07 07.2
 CK4177;UTM  17      - 3,607,822.425   411,193.514   MT  0.99969725   -0 30 36.0
 CK4177
 CK4177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4177!SPC GA E     -   0.99998896  x   0.99990527  =   0.99989424
 CK4177!UTM  17      -   0.99998896  x   0.99969725  =   0.99968622
 CK4177
 CK4177|---------------------------------------------------------------------|
 CK4177| PID    Reference Object                     Distance      Geod. Az  |
 CK4177|                                                           dddmmss.s |
 CK4177| CK4610 BV 016 200 RM 1                       7.792 METERS 15245     |
 CK4177| CK4168 BV 016 200 GADT AZ MK               APPROX. 0.8 KM 1774009.8 |
 CK4177| CK4176 BV 016 200 GADT AZ TPT                8.088 METERS 17742     |
 CK4177|---------------------------------------------------------------------|
 CK4177
 CK4177                          SUPERSEDED SURVEY CONTROL
 CK4177
 CK4177  NAD 83(1986)-  32 36 15.68189(N)    081 56 47.17248(W) AD(       ) 2
 CK4177  NAD 27      -  32 36 15.10289(N)    081 56 47.75236(W) AD(       ) 2
 CK4177  NGVD 29 (07/19/86)  100.2    (m)          329.     (f) VERT ANG       
 CK4177
 CK4177.Superseded values are not recommended for survey control.
 CK4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4177.See file dsdata.txt to determine how the superseded data were derived.
 CK4177
 CK4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1119407822(NAD 83)
 CK4177_MARKER: DD = SURVEY DISK
 CK4177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4177
 CK4177  HISTORY     - Date     Condition        Report By
 CK4177  HISTORY     - 1979     MONUMENTED       GADT
 CK4177
 CK4177                          STATION DESCRIPTION
 CK4177
 CK4177'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4177'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTH-NORTHWEST OF
 CK4177'PORTAL, 8-1/2 MILES SOUTH-SOUTHWEST OF SCARSBORO, AND 12-3/4 MILES
 CK4177'EAST OF TWIN CITY ON THE PROPERTY OF MR. DENVER LANIER. CONTACT MR.
 CK4177'LANIER AT HIS RESIDENCE ABOUT 0.1 MILE SOUTHEAST OF THE STATION ON THE
 CK4177'NORTHEAST SIDE OF COUNTY ROAD 502 BEFORE GOING TO THE STATION.
 CK4177'
 CK4177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4177'26)  AND STATE ROUTE 121, APPROXIMATELY 6-1/4 MILES WEST OF PORTAL,
 CK4177'GO EAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 4.8 MILES TO THE
 CK4177'JUNCTION OF PAVED COUNTY ROAD 587 TO THE LEFT.  TURN LEFT GOING NORTH
 CK4177'ALONG COUNTY ROAD 587 FOR 2.65 MILES TO THE JUNCTION OF DIRT COUNTY
 CK4177'ROAD 508 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 508
 CK4177'FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 64 TO THE RIGHT.
 CK4177'TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 64 FOR 1.25 MILES TO ITS
 CK4177'TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 502 CROSSING.  TURN
 CK4177'LEFT GOING NORTH ALONG COUNTY ROAD 502 FOR 0.15 MILE TO THE AZIMUTH
 CK4177'MARK ON THE LEFT,  CONTINUE GOING NORTH ALONG COUNTY ROAD 502 FOR 0.55
 CK4177'MILE TO THE STATION ON THE LEFT.
 CK4177'
 CK4177'THE STATION IS LOCATED 24.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CK4177'THE ROAD, 51.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD WOOD
 CK4177'FRAMED ABANDONED HOUSE, 135.1 FEET NORTHWEST OF A POWER POLE ON THE
 CK4177'EAST SIDE OF THE ROAD, AND 4.4 FEET WEST-SOUTHWEST OF A WITNESS POST
 CK4177'SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---016-200
 CK4177'1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4177'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CK4177'UNDERGROUND STATION IS A STANDARD DISK STAMPED---016-200 1979---, SET
 CK4177'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.83 METER BELOW THE
 CK4177'SURFACE OF THE GROUND.
 CK4177'
 CK4177'REFERENCE MARK 1 IS LOCATED 23.5 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CK4177'OF THE ROAD, 53.0 FEET EAST OF THE NORTHEAST CORNER OF THE OLD HOUSE,
 CK4177'111.1 FEET NORTHWEST OF THE POWER POLE ON THE EAST SIDE OF THE ROAD,
 CK4177'AND 3.1 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CK4177'STANDARD DISK STAMPED---016-200 1979 RM 1---, SET IN THE TOP OF A 10
 CK4177'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4177'WITH STEEL RODS EMBEDDED.
 CK4177'
 CK4177'THE AZIMUTH MARK IS LOCATED 23 FEET WEST OF THE CENTERLINE OF THE
 CK4177'ROAD, 2.0 FEET SOUTH OF A FENCELINE, 34.0 FEET EAST-NORTHEAST OF THE
 CK4177'NORTHEAST CORNER OF A WHITE CONCRETE BLOCK HOUSE WITH TIN ROOF, 81.2
 CK4177'FEET NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER ON THE EAST
 CK4177'SIDE OF THE ROAD, AND 4.0 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT
 CK4177'A FENCELINE. IT IS A STANDARD DISK STAMPED---016-200 1979 AZ MK---,
 CK4177'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CK4177'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED
 CK4177'
 CK4177'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4177'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4168 ***********************************************************************
 CK4168  DESIGNATION -  BV 016 200 GADT AZ MK
 CK4168  PID         -  CK4168
 CK4168  STATE/COUNTY-  GA/BULLOCH
 CK4168  USGS QUAD   -  PORTAL (1978)
 CK4168
 CK4168                         *CURRENT SURVEY CONTROL
 CK4168  ___________________________________________________________________
 CK4168* NAD 83(1994)-  32 35 48.57706(N)    081 56 45.87356(W)     ADJUSTED  
 CK4168* NAVD 88     -        97.     (meters)     318.     (feet)  VERTCON   
 CK4168  ___________________________________________________________________
 CK4168  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CK4168  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK4168
 CK4168  HORZ ORDER  -  SECOND
 CK4168
 CK4168.The horizontal coordinates were established by classical geodetic methods
 CK4168.and adjusted by the National Geodetic Survey in September 1997..
 CK4168
 CK4168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4168
 CK4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4168
 CK4168.The geoid height was determined by GEOID03.
 CK4168
 CK4168;                    North         East     Units Scale Factor Converg.
 CK4168;SPC GA E     -   287,915.082   220,706.106   MT  0.99990529   +0 07 07.8
 CK4168;SPC GA E     -   944,601.40    724,099.95   sFT  0.99990529   +0 07 07.8
 CK4168;UTM  17      - 3,606,987.477   411,220.054   MT  0.99969719   -0 30 34.9
 CK4168
 CK4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4168!SPC GA E     -   0.99998947  x   0.99990529  =   0.99989476
 CK4168!UTM  17      -   0.99998947  x   0.99969719  =   0.99968666
 CK4168
 CK4168                          SUPERSEDED SURVEY CONTROL
 CK4168
 CK4168  NAD 83(1986)-  32 35 48.57800(N)    081 56 45.86946(W) AD(       ) 2
 CK4168  NAD 27      -  32 35 47.99828(N)    081 56 46.44916(W) AD(       ) 2
 CK4168  NGVD 29 (07/19/86)   97.     (m)          318.     (f) VERT ANG       
 CK4168
 CK4168.Superseded values are not recommended for survey control.
 CK4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4168.See file dsdata.txt to determine how the superseded data were derived.
 CK4168
 CK4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1122006987(NAD 83)
 CK4168_MARKER: DD = SURVEY DISK
 CK4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4168+STABILITY: SURFACE MOTION
 CK4168
 CK4168  HISTORY     - Date     Condition        Report By
 CK4168  HISTORY     - 1979     MONUMENTED       GADT
 CK4168
 CK4168                          STATION DESCRIPTION
 CK4168
 CK4168'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4168'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTH-NORTHWEST OF
 CK4168'PORTAL, 9 MILES SOUTH-SOUTHWEST OF SCARSBORO, AND 12-1/4 MILES EAST OF
 CK4168'TWIN CITY, ON THE PROPERTY OF MR. DENVER LANIER, WHOSE RESIDENCE IS
 CK4168'LOCATED ABOUT 0.6 MILE NORTH OF THE STATION ON THE RIGHT.
 CK4168'
 CK4168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4168'26)  AND STATE ROUTE 121 APPROXIMATELY 6-1/4 MILES WEST OF PORTAL, GO
 CK4168'EAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 4.8 MILES TO THE
 CK4168'JUNCTION OF PAVED COUNTY ROAD 587 TO THE LEFT.  TURN LEFT GOING NORTH
 CK4168'ALONG COUNTY ROAD 587 FOR 2.65 MILES TO THE JUNCTION OF DIRT COUNTY
 CK4168'ROAD 508 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 508
 CK4168'FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 64 TO THE RIGHT.
 CK4168'TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 64 FOR 1.25 MILES TO ITS
 CK4168'TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 502 CROSSING.  TURN
 CK4168'LEFT GOING NORTH ALONG COUNTY ROAD 502 FOR 0.15 MILE TO THE STATION
 CK4168'ON THE LEFT.
 CK4168'
 CK4168'THE STATION IS LOCATED 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0
 CK4168'FEET SOUTH OF A FENCELINE, 34.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 CK4168'CORNER OF A WHITE CONCRETE HOUSE WITH TIN ROOF, 81.2 FEET
 CK4168'NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER ON THE EAST SIDE OF
 CK4168'THE ROAD, AND 4.0 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT A
 CK4168'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---016-200 1979
 CK4168'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4168'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4168'
 CK4168'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4168'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUG 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4169 ***********************************************************************
 CK4169  DESIGNATION -  BV 016 201 GADT
 CK4169  PID         -  CK4169
 CK4169  STATE/COUNTY-  GA/BULLOCH
 CK4169  USGS QUAD   -  PORTAL (1978)
 CK4169
 CK4169                         *CURRENT SURVEY CONTROL
 CK4169  ___________________________________________________________________
 CK4169* NAD 83(1994)-  32 32 31.46640(N)    081 57 04.66906(W)     ADJUSTED  
 CK4169* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 CK4169  ___________________________________________________________________
 CK4169  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK4169  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK4169
 CK4169  HORZ ORDER  -  FIRST
 CK4169
 CK4169.The horizontal coordinates were established by classical geodetic methods
 CK4169.and adjusted by the National Geodetic Survey in September 1997..
 CK4169
 CK4169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4169
 CK4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4169
 CK4169.The geoid height was determined by GEOID03.
 CK4169
 CK4169;                    North         East     Units Scale Factor Converg.
 CK4169;SPC GA E     -   281,842.737   220,228.316   MT  0.99990504   +0 06 57.1
 CK4169;SPC GA E     -   924,679.05    722,532.40   sFT  0.99990504   +0 06 57.1
 CK4169;UTM  17      - 3,600,921.993   410,675.842   MT  0.99969839   -0 30 42.3
 CK4169
 CK4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4169!SPC GA E     -   0.99999105  x   0.99990504  =   0.99989609
 CK4169!UTM  17      -   0.99999105  x   0.99969839  =   0.99968945
 CK4169
 CK4169:                Primary Azimuth Mark                     Grid Az
 CK4169:SPC GA E     -  BV 016 201 GADT AZ MK                    101 31 31.9
 CK4169:UTM  17      -  BV 016 201 GADT AZ MK                    102 09 11.3
 CK4169
 CK4169|---------------------------------------------------------------------|
 CK4169| PID    Reference Object                     Distance      Geod. Az  |
 CK4169|                                                           dddmmss.s |
 CK4169| CK4167 BV 016 201 GADT AZ MK               APPROX. 0.6 KM 1013829.0 |
 CK4169| CK4170 BV 016 201 GADT RM 1                  9.406 METERS 28131     |
 CK4169|---------------------------------------------------------------------|
 CK4169
 CK4169                          SUPERSEDED SURVEY CONTROL
 CK4169
 CK4169  NAD 83(1986)-  32 32 31.46737(N)    081 57 04.66564(W) AD(       ) 1
 CK4169  NAD 27      -  32 32 30.88230(N)    081 57 05.24235(W) AD(       ) 1
 CK4169  NGVD 29 (07/19/86)   86.9    (m)          285.     (f) VERT ANG       
 CK4169
 CK4169.Superseded values are not recommended for survey control.
 CK4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4169.See file dsdata.txt to determine how the superseded data were derived.
 CK4169
 CK4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1067600922(NAD 83)
 CK4169_MARKER: DD = SURVEY DISK
 CK4169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4169+STABILITY: SURFACE MOTION
 CK4169
 CK4169  HISTORY     - Date     Condition        Report By
 CK4169  HISTORY     - 1979     MONUMENTED       GADT
 CK4169
 CK4169                          STATION DESCRIPTION
 CK4169
 CK4169'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4169'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST-NORTHWEST OF
 CK4169'PORTAL, 10-1/2 MILES NORTH OF PULASKI, AND 11-1/4 MILES SOUTHEAST OF
 CK4169'GARFIELD ON STATE RIGHT OF WAY.
 CK4169'
 CK4169'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORTAL, GO WEST
 CK4169'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26), FOR 0.85 MILE TO THE AZIMUTH
 CK4169'MARK ON THE LEFT.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 80 (STATE
 CK4169'ROUTE 26) FOR 0.4 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 81 TO THE
 CK4169'RIGHT AND THE STATION ON THE RIGHT.
 CK4169'
 CK4169'THE STATION IS LOCATED 37.5 FEET NORTH OF THE CENTERLINE OF U.S.
 CK4169'HIGHWAY 80, 21.5 FEET WEST-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CK4169'PEDESTAL, 100.0 FEET NORTHWEST OF ANOTHER UNDERGROUND TELEPHONE CABLE
 CK4169'PEDESTAL ON THE SOUTH SIDE OF THE HIGHWAY, AND 3.0 FEET SOUTH OF A
 CK4169'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---016-201 1979---,
 CK4169'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 CK4169'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CK4169'UNDERGROUND MARK IS A STANDARD DISK STAMPED---016-201 1979---, SET IN
 CK4169'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.81 METTER BELOW THE
 CK4169'SURFACE OF THE GROUND.
 CK4169'
 CK4169'REFERENCE MARK 1 IS LOCATED 39 FEET NORTH OF THE CENTERLINE OF U.S.
 CK4169'HIGHWAY 80, 119.4 FEET WEST-NORTHWEST OF THE UNDERGROUND TELEPHONE
 CK4169'CABLE PEDESTAL ON THE SOUTH SIDE OF THE HIGHWAY, AND 2.8 FEET SOUTH
 CK4169'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---016-201 1979
 CK4169'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 CK4169'DIAMETER FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4169'EMBEDDED.
 CK4169'
 CK4169'THE AZIMUTH MARK IS LOCATED 45 FEET SOUTH OF THE CENTERLINE OF THE
 CK4169'HIGHWAY, 56 FEET EAST-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 CK4169'CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE SOUTH, 56.3 FEET
 CK4169'EAST-NORTHEAST OF A POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE
 CK4169'PEDESTAL ATTACHED, AND 2.9 FEET NORTH OF A WITNESS POST.  IT IS A
 CK4169'STANDARD DISK STAMPED---016-201 1979 AZ MK---, SET INTO THE TOP OF A
 CK4169'ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER FLUSH WITH THE SURFACE
 CK4169'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4169'
 CK4169'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBER OBTAINED
 CK4169'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4167 ***********************************************************************
 CK4167  DESIGNATION -  BV 016 201 GADT AZ MK
 CK4167  PID         -  CK4167
 CK4167  STATE/COUNTY-  GA/BULLOCH
 CK4167  USGS QUAD   -  PORTAL (1978)
 CK4167
 CK4167                         *CURRENT SURVEY CONTROL
 CK4167  ___________________________________________________________________
 CK4167* NAD 83(1994)-  32 32 27.38832(N)    081 56 41.30389(W)     ADJUSTED  
 CK4167* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CK4167  ___________________________________________________________________
 CK4167  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CK4167  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 CK4167
 CK4167  HORZ ORDER  -  SECOND
 CK4167
 CK4167.The horizontal coordinates were established by classical geodetic methods
 CK4167.and adjusted by the National Geodetic Survey in September 1997..
 CK4167
 CK4167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4167
 CK4167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4167
 CK4167.The geoid height was determined by GEOID03.
 CK4167
 CK4167;                    North         East     Units Scale Factor Converg.
 CK4167;SPC GA E     -   281,718.377   220,838.174   MT  0.99990535   +0 07 09.6
 CK4167;SPC GA E     -   924,271.04    724,533.24   sFT  0.99990535   +0 07 09.6
 CK4167;UTM  17      - 3,600,790.987   411,284.175   MT  0.99969705   -0 30 29.7
 CK4167
 CK4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4167!SPC GA E     -   0.99999104  x   0.99990535  =   0.99989639
 CK4167!UTM  17      -   0.99999104  x   0.99969705  =   0.99968809
 CK4167
 CK4167                          SUPERSEDED SURVEY CONTROL
 CK4167
 CK4167  NAD 83(1986)-  32 32 27.38923(N)    081 56 41.30051(W) AD(       ) 2
 CK4167  NAD 27      -  32 32 26.80422(N)    081 56 41.87782(W) AD(       ) 2
 CK4167  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CK4167
 CK4167.Superseded values are not recommended for survey control.
 CK4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4167.See file dsdata.txt to determine how the superseded data were derived.
 CK4167
 CK4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1128400791(NAD 83)
 CK4167_MARKER: DD = SURVEY DISK
 CK4167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4167+STABILITY: SURFACE MOTION
 CK4167
 CK4167  HISTORY     - Date     Condition        Report By
 CK4167  HISTORY     - 1979     MONUMENTED       GADT
 CK4167
 CK4167                          STATION DESCRIPTION
 CK4167
 CK4167'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4167'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE WEST OF PORTAL, 10-1/2
 CK4167'MILES NORTH OF PULASKI, AND 11-3/4 MILES SOUTHEAST OF GARFIELD ON
 CK4167'STATE RIGHT OF WAY.
 CK4167'
 CK4167'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORTAL, GO WEST
 CK4167'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 0.85 MILE TO THE STATION ON
 CK4167'THE LEFT.
 CK4167'
 CK4167'THE STATION IS LOCATED 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CK4167'56 FEET EAST-SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CK4167'OF THE HIGHWAY AND A DRIVEWAY TO THE SOUTH, 56.3 FEET EAST-NORTHEAST
 CK4167'OF A POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED,
 CK4167'AND 2.9 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CK4167'STAMPED---016-201 1979 AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE
 CK4167'MONUMENT 10 INCHES IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND
 CK4167'WITH STEEL RODS EMBEDDED.
 CK4167'
 CK4167'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4167'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4170 ***********************************************************************
 CK4170  DESIGNATION -  BV 016 201 GADT RM 1
 CK4170  PID         -  CK4170
 CK4170  STATE/COUNTY-  GA/BULLOCH
 CK4170  USGS QUAD   -  PORTAL (1978)
 CK4170
 CK4170                         *CURRENT SURVEY CONTROL
 CK4170  ___________________________________________________________________
 CK4170* NAD 83(1994)-  32 32 31.52739(N)    081 57 05.02229(W)     ADJUSTED  
 CK4170* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CK4170  ___________________________________________________________________
 CK4170  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK4170  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK4170
 CK4170  HORZ ORDER  -  SECOND
 CK4170
 CK4170.The horizontal coordinates were established by classical geodetic methods
 CK4170.and adjusted by the National Geodetic Survey in September 1997..
 CK4170
 CK4170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4170
 CK4170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4170
 CK4170.The geoid height was determined by GEOID03.
 CK4170
 CK4170;                    North         East     Units Scale Factor Converg.
 CK4170;SPC GA E     -   281,844.597   220,219.096   MT  0.99990504   +0 06 56.9
 CK4170;SPC GA E     -   924,685.15    722,502.15   sFT  0.99990504   +0 06 56.9
 CK4170;UTM  17      - 3,600,923.953   410,666.645   MT  0.99969841   -0 30 42.5
 CK4170
 CK4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4170!SPC GA E     -   0.99999119  x   0.99990504  =   0.99989624
 CK4170!UTM  17      -   0.99999119  x   0.99969841  =   0.99968961
 CK4170
 CK4170                          SUPERSEDED SURVEY CONTROL
 CK4170
 CK4170  NAD 83(1986)-  32 32 31.52837(N)    081 57 05.01889(W) AD(       ) 2
 CK4170  NAD 27      -  32 32 30.94330(N)    081 57 05.59556(W) AD(       ) 2
 CK4170  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CK4170
 CK4170.Superseded values are not recommended for survey control.
 CK4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4170.See file dsdata.txt to determine how the superseded data were derived.
 CK4170
 CK4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1066700924(NAD 83)
 CK4170_MARKER: DD = SURVEY DISK
 CK4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4170+STABILITY: SURFACE MOTION
 CK4170
 CK4170  HISTORY     - Date     Condition        Report By
 CK4170  HISTORY     - 1979     MONUMENTED       GADT
 CK4170
 CK4170                          STATION DESCRIPTION
 CK4170
 CK4170'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4170'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST-NORTHWEST OF
 CK4170'PORTAL, 10-1/2 MILES NORTH OF PULASKI, AND 11-1/4 MILES SOUTHEAST OF
 CK4170'GARFIELD ON STATE RIGHT OF WAY.
 CK4170'
 CK4170'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORTAL, GO WEST
 CK4170'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1.25 MILES TO THE JUNCTION
 CK4170'OF DIRT COUNTY ROAD 81 TO THE RIGHT, AND THE STATION ON THE RIGHT.
 CK4170'
 CK4170'THE STATION IS LOCATED 39 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 CK4170'80, 119.4 FEET WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CK4170'PEDESTAL ON THE SOUTH SIDE OF THE HIGHWAY, AND 2.8 FEET SOUTH OF A
 CK4170'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---016-201 1979
 CK4170'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 CK4170'DIAMETER FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4170'EMBEDDED.
 CK4170'
 CK4170'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4170'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4171 ***********************************************************************
 CK4171  DESIGNATION -  BV 016 202 GADT
 CK4171  PID         -  CK4171
 CK4171  STATE/COUNTY-  GA/BULLOCH
 CK4171  USGS QUAD   -  PORTAL (1978)
 CK4171
 CK4171                         *CURRENT SURVEY CONTROL
 CK4171  ___________________________________________________________________
 CK4171* NAD 83(1994)-  32 32 39.81446(N)    081 58 09.55603(W)     ADJUSTED  
 CK4171* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CK4171  ___________________________________________________________________
 CK4171  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK4171  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CK4171
 CK4171  HORZ ORDER  -  FIRST
 CK4171
 CK4171.The horizontal coordinates were established by classical geodetic methods
 CK4171.and adjusted by the National Geodetic Survey in September 1997..
 CK4171
 CK4171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4171
 CK4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4171
 CK4171.The geoid height was determined by GEOID03.
 CK4171
 CK4171;                    North         East     Units Scale Factor Converg.
 CK4171;SPC GA E     -   282,096.591   218,534.941   MT  0.99990423   +0 06 22.2
 CK4171;SPC GA E     -   925,511.90    716,976.72   sFT  0.99990423   +0 06 22.2
 CK4171;UTM  17      - 3,601,194.324   408,985.695   MT  0.99970214   -0 31 17.3
 CK4171
 CK4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4171!SPC GA E     -   0.99999119  x   0.99990423  =   0.99989542
 CK4171!UTM  17      -   0.99999119  x   0.99970214  =   0.99969333
 CK4171
 CK4171|---------------------------------------------------------------------|
 CK4171| PID    Reference Object                     Distance      Geod. Az  |
 CK4171|                                                           dddmmss.s |
 CK4171| CK4172 BV 016 202 GADT RM 1                  9.116 METERS 28035     |
 CK4171| CK4174 BV 016 202 GADT AZ MK               APPROX. 0.8 KM 2804313.2 |
 CK4171|---------------------------------------------------------------------|
 CK4171
 CK4171                          SUPERSEDED SURVEY CONTROL
 CK4171
 CK4171  NAD 83(1986)-  32 32 39.81561(N)    081 58 09.55253(W) AD(       ) 1
 CK4171  NAD 27      -  32 32 39.23030(N)    081 58 10.12765(W) AD(       ) 1
 CK4171  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CK4171
 CK4171.Superseded values are not recommended for survey control.
 CK4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4171.See file dsdata.txt to determine how the superseded data were derived.
 CK4171
 CK4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0898601194(NAD 83)
 CK4171_MARKER: DD = SURVEY DISK
 CK4171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4171+STABILITY: SURFACE MOTION
 CK4171
 CK4171  HISTORY     - Date     Condition        Report By
 CK4171  HISTORY     - 1979     MONUMENTED       GADT
 CK4171
 CK4171                          STATION DESCRIPTION
 CK4171
 CK4171'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4171'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF PORTAL,
 CK4171'11-1/2 MILES EAST-SOUTHEAST OF TWIN CITY, AND 10-1/2 MILES NORTH OF
 CK4171'PULASKI ON STATE RIGHT OF WAY.
 CK4171'
 CK4171'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORTAL, GO WEST
 CK4171'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1.25 MILES TO THE JUNCTION
 CK4171'OF DIRT COUNTY ROAD 81 TO THE RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY
 CK4171'80 FOR 1.05 MILES TO THE STATION ON THE LEFT.
 CK4171'
 CK4171'THE STATION IS LOCATED 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CK4171'59.4 FEET NORTHWEST OF A POWER POLE, 127.3 FEET WEST-NORTHWEST OF AN
 CK4171'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 3.1 FEET NORTH OF A WITNESS
 CK4171'POST.  IT IS A STANDARD BRASS DISK STAMPED---016-202 1979---, SET INTO
 CK4171'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER FLUSH WITH
 CK4171'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CK4171'MARK IS A STANDARD DISK STAMPED---016-202 1979---, SET IN AN IRREGULAR
 CK4171'MASS OF CONCRETE ABOUT 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CK4171'
 CK4171'REFERENCE MARK 1 IS LOCATED 26 FEET SOUTH OF THE CENTERLINE OF THE
 CK4171'HIGHWAY, 84 FEET WEST-NORTHWEST FROM A POWER POLE, AND 3.1 FEET NORTH
 CK4171'OF A WITNESS POST.  IT IS A STANDARD DISK
 CK4171'STAMPED---016-202 1979 RM 1---,
 CK4171'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 CK4171'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4171'
 CK4171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG U.S. HIGHWAY
 CK4171'80 (STATE ROUTE 26) FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 CK4171'IS LOCATED 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 CK4171'WEST-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 48.3 FEET
 CK4171'EAST-SOUTHEAST OF A 6 INCH PINE TREE AT A FENCELINE, AND 3 FEET SOUTH
 CK4171'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---016-202 1979
 CK4171'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 CK4171'DIAMETER FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4171'EMBEDDED.
 CK4171'
 CK4171'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4171'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4174 ***********************************************************************
 CK4174  DESIGNATION -  BV 016 202 GADT AZ MK
 CK4174  PID         -  CK4174
 CK4174  STATE/COUNTY-  GA/BULLOCH
 CK4174  USGS QUAD   -  PORTAL (1978)
 CK4174
 CK4174                         *CURRENT SURVEY CONTROL
 CK4174  ___________________________________________________________________
 CK4174* NAD 83(1994)-  32 32 44.72904(N)    081 58 40.21088(W)     ADJUSTED  
 CK4174* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 CK4174  ___________________________________________________________________
 CK4174  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CK4174  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CK4174
 CK4174  HORZ ORDER  -  SECOND
 CK4174
 CK4174.The horizontal coordinates were established by classical geodetic methods
 CK4174.and adjusted by the National Geodetic Survey in September 1997..
 CK4174
 CK4174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4174
 CK4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4174
 CK4174.The geoid height was determined by GEOID03.
 CK4174
 CK4174;                    North         East     Units Scale Factor Converg.
 CK4174;SPC GA E     -   282,246.518   217,734.910   MT  0.99990388   +0 06 05.7
 CK4174;SPC GA E     -   926,003.78    714,351.95   sFT  0.99990388   +0 06 05.7
 CK4174;UTM  17      - 3,601,352.974   408,187.514   MT  0.99970394   -0 31 33.9
 CK4174
 CK4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4174!SPC GA E     -   0.99999260  x   0.99990388  =   0.99989648
 CK4174!UTM  17      -   0.99999260  x   0.99970394  =   0.99969654
 CK4174
 CK4174                          SUPERSEDED SURVEY CONTROL
 CK4174
 CK4174  NAD 83(1986)-  32 32 44.73026(N)    081 58 40.20733(W) AD(       ) 2
 CK4174  NAD 27      -  32 32 44.14486(N)    081 58 40.78164(W) AD(       ) 2
 CK4174  NGVD 29 (07/19/86)   77.     (m)          253.     (f) VERT ANG       
 CK4174
 CK4174.Superseded values are not recommended for survey control.
 CK4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4174.See file dsdata.txt to determine how the superseded data were derived.
 CK4174
 CK4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0818801353(NAD 83)
 CK4174_MARKER: DD = SURVEY DISK
 CK4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4174+STABILITY: SURFACE MOTION
 CK4174
 CK4174  HISTORY     - Date     Condition        Report By
 CK4174  HISTORY     - 1979     MONUMENTED       GADT
 CK4174
 CK4174                          STATION DESCRIPTION
 CK4174
 CK4174'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4174'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST OF PORTAL, 11
 CK4174'EAST-SOUTHEAST OF TWIN CITY, AND 10-3/4 MILES NORTH OF PULASKI
 CK4174'ON STATE RIGHT OF WAY.
 CK4174'
 CK4174'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORTAL, GO WEST
 CK4174'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1.25 MILES TO THE JUNCTION
 CK4174'OF DIRT COUNTY ROAD 81 TO THE RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY
 CK4174'80 FOR 1.55 MILES TO THE STATION ON THE RIGHT.
 CK4174'
 CK4174'THE STATION IS A LOCATED 40 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CK4174'34 FEET WEST-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CK4174'48.3 FEET EAST-SOUTHEAST OF A 6 INCH PINE TREE AT A FENCELINE, AND 3
 CK4174'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---016-202
 CK4174'1979 AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 CK4174'IN DIAMETER FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4174'EMBEDDED.
 CK4174'
 CK4174'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4174'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4172 ***********************************************************************
 CK4172  DESIGNATION -  BV 016 202 GADT RM 1
 CK4172  PID         -  CK4172
 CK4172  STATE/COUNTY-  GA/BULLOCH
 CK4172  USGS QUAD   -  PORTAL (1978)
 CK4172
 CK4172                         *CURRENT SURVEY CONTROL
 CK4172  ___________________________________________________________________
 CK4172* NAD 83(1994)-  32 32 39.86882(N)    081 58 09.89946(W)     ADJUSTED  
 CK4172* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CK4172  ___________________________________________________________________
 CK4172  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK4172  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CK4172
 CK4172  HORZ ORDER  -  SECOND
 CK4172
 CK4172.The horizontal coordinates were established by classical geodetic methods
 CK4172.and adjusted by the National Geodetic Survey in September 1997..
 CK4172
 CK4172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4172
 CK4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4172
 CK4172.The geoid height was determined by GEOID03.
 CK4172
 CK4172;                    North         East     Units Scale Factor Converg.
 CK4172;SPC GA E     -   282,098.249   218,525.978   MT  0.99990423   +0 06 22.0
 CK4172;SPC GA E     -   925,517.34    716,947.31   sFT  0.99990423   +0 06 22.0
 CK4172;UTM  17      - 3,601,196.080   408,976.752   MT  0.99970216   -0 31 17.5
 CK4172
 CK4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4172!SPC GA E     -   0.99999119  x   0.99990423  =   0.99989542
 CK4172!UTM  17      -   0.99999119  x   0.99970216  =   0.99969335
 CK4172
 CK4172                          SUPERSEDED SURVEY CONTROL
 CK4172
 CK4172  NAD 83(1986)-  32 32 39.86997(N)    081 58 09.89595(W) AD(       ) 2
 CK4172  NAD 27      -  32 32 39.28466(N)    081 58 10.47107(W) AD(       ) 2
 CK4172  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CK4172
 CK4172.Superseded values are not recommended for survey control.
 CK4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4172.See file dsdata.txt to determine how the superseded data were derived.
 CK4172
 CK4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0897701196(NAD 83)
 CK4172_MARKER: DD = SURVEY DISK
 CK4172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4172+STABILITY: SURFACE MOTION
 CK4172
 CK4172  HISTORY     - Date     Condition        Report By
 CK4172  HISTORY     - 1979     MONUMENTED       GADT
 CK4172
 CK4172                          STATION DESCRIPTION
 CK4172
 CK4172'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4172'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF PORTAL,
 CK4172'11-1/2 MILES EAST-SOUTHEAST OF TWIN CITY, AND 10-1/2 MILES NORTH OF
 CK4172'PULASKI ON STATE RIGHT OF WAY.
 CK4172'
 CK4172'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PORTAL, GO WEST
 CK4172'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1.25 MILES TO THE JUNCTION
 CK4172'DIRT COUNTY ROAD 81 TO THE RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY
 CK4172'80 FOR 1.05 MILES TO THE STATION ON THE LEFT.
 CK4172'
 CK4172'THE STATION IS LOCATED 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CK4172'84.0 FEET WEST-NORTHWEST OF A POWER POLE, AND 3.1 FEET NORTH OF A
 CK4172'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---016-202 1979
 CK4172'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4172'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4172'
 CK4172'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4172'FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY 1976 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4179 ***********************************************************************
 CK4179  DESIGNATION -  BV 016 203 GADT
 CK4179  PID         -  CK4179
 CK4179  STATE/COUNTY-  GA/BULLOCH
 CK4179  USGS QUAD   -  PORTAL (1978)
 CK4179
 CK4179                         *CURRENT SURVEY CONTROL
 CK4179  ___________________________________________________________________
 CK4179* NAD 83(1994)-  32 35 40.17749(N)    081 59 03.05211(W)     ADJUSTED  
 CK4179* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CK4179  ___________________________________________________________________
 CK4179  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK4179  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CK4179
 CK4179  HORZ ORDER  -  SECOND
 CK4179
 CK4179.The horizontal coordinates were established by classical geodetic methods
 CK4179.and adjusted by the National Geodetic Survey in September 1997..
 CK4179
 CK4179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4179
 CK4179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4179
 CK4179.The geoid height was determined by GEOID03.
 CK4179
 CK4179;                    North         East     Units Scale Factor Converg.
 CK4179;SPC GA E     -   287,649.583   217,129.742   MT  0.99990362   +0 05 53.9
 CK4179;SPC GA E     -   943,730.34    712,366.50   sFT  0.99990362   +0 05 53.9
 CK4179;UTM  17      - 3,606,761.271   407,641.720   MT  0.99970518   -0 31 48.7
 CK4179
 CK4179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4179!SPC GA E     -   0.99998930  x   0.99990362  =   0.99989292
 CK4179!UTM  17      -   0.99998930  x   0.99970518  =   0.99969448
 CK4179
 CK4179:                Primary Azimuth Mark                     Grid Az
 CK4179:SPC GA E     -  BV 016 203 GADT AZ MK                    131 19 24.5
 CK4179:UTM  17      -  BV 016 203 GADT AZ MK                    131 57 07.1
 CK4179
 CK4179|---------------------------------------------------------------------|
 CK4179| PID    Reference Object                     Distance      Geod. Az  |
 CK4179|                                                           dddmmss.s |
 CK4179| CK4173 BV 016 203 GADT AZ MK               APPROX. 0.9 KM 1312518.4 |
 CK4179| CK4178 BV 016 203 GADT RM 1                  9.061 METERS 13131     |
 CK4179|---------------------------------------------------------------------|
 CK4179
 CK4179                          SUPERSEDED SURVEY CONTROL
 CK4179
 CK4179  NAD 83(1986)-  32 35 40.17875(N)    081 59 03.04786(W) AD(       ) 2
 CK4179  NAD 27      -  32 35 39.59789(N)    081 59 03.62311(W) AD(       ) 2
 CK4179  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CK4179
 CK4179.Superseded values are not recommended for survey control.
 CK4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4179.See file dsdata.txt to determine how the superseded data were derived.
 CK4179
 CK4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0764206761(NAD 83)
 CK4179_MARKER: DD = SURVEY DISK
 CK4179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4179+STABILITY: SURFACE MOTION
 CK4179
 CK4179  HISTORY     - Date     Condition        Report By
 CK4179  HISTORY     - 1979     MONUMENTED       GADT
 CK4179
 CK4179                          STATION DESCRIPTION
 CK4179
 CK4179'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4179'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTHWEST OF PORTAL,
 CK4179'7-3/4 MILES SOUTHEAST OF GARFIELD, AND 10-1/2 MILES EAST OF TWIN CITY
 CK4179'ON COUNTY RIGHT OF WAY.
 CK4179'
 CK4179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4179'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CK4179'TWIN CITY, GO NORTH ALONG STATE ROUTE 121 FOR 3.3 MILES TO THE
 CK4179'JUNCTION OF DIRT EMANUEL COUNTY ROAD 309 CROSSING.  CONTINUE GOING
 CK4179'NORTH ALONG STATE ROUTE 121 FOR 1.45 MILES TO THE JUNCTION OF PAVED
 CK4179'JENKINS COUNTY ROAD 198 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST
 CK4179'ALONG JENKINS COUNTY ROAD 198 (BECOMES BULLOCH COUNTY ROAD 587) FOR
 CK4179'2.45 MILES TO THE STATION ON THE LEFT.
 CK4179'
 CK4179'THE STATION IS LOCATED 42 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CK4179'THE ROAD, 52.5 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 CK4179'CENTERLINES OF THE ROAD AND A FIELD ACCESS DRIVEWAY TO THE NORTH, 10.0
 CK4179'FEET SOUTHEAST OF A RIGHT OF WAY MARKER, AND 3.0 FEET SOUTH-SOUTHWEST
 CK4179'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CK4179'STAMPED---016-203 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CK4179'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4179'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CK4179'STAMPED---016-203 1979---, SET IN THE TOP OF AN IRREGULAR MASS OF
 CK4179'CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CK4179'
 CK4179'REFERENCE MARK 1 IS LOCATED 45.5 FEET NORTH-NORTHEAST OF THE
 CK4179'CENTERLINE OF THE ROAD, 39.5 FEET EAST-SOUTHEAST OF THE RIGHT OF WAY
 CK4179'MARKER, AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 CK4179'STANDARD DISK STAMPED---016-203 1979 RM 1---, SET IN THE TOP OF A 10
 CK4179'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4179'WITH STEEL RODS EMBEDDED.
 CK4179'
 CK4179'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST ALONG
 CK4179'COUNTY ROAD 587 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 CK4179'LOCATED 29 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 124.8
 CK4179'FEET WEST OF A POWER POLE AT A FENCELINE, 21.8 FEET SOUTH-SOUTHWEST OF
 CK4179'THE FENCELINE, AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS
 CK4179'A STANDARD DISK STAMPED---016-203 1979 AZ MK---, SET IN THE TOP OF A
 CK4179'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4179'WITH STEEL RODS EMBEDDED.
 CK4179'
 CK4179'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4179'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976,
 CK4179'JENKINS COUNTY 1975 REVISED AUG 1976, AND BULLOCH COUNTY 1976
 CK4179'REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4173 ***********************************************************************
 CK4173  DESIGNATION -  BV 016 203 GADT AZ MK
 CK4173  PID         -  CK4173
 CK4173  STATE/COUNTY-  GA/BULLOCH
 CK4173  USGS QUAD   -  PORTAL (1978)
 CK4173
 CK4173                         *CURRENT SURVEY CONTROL
 CK4173  ___________________________________________________________________
 CK4173* NAD 83(1994)-  32 35 20.34826(N)    081 58 36.50582(W)     ADJUSTED  
 CK4173* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CK4173  ___________________________________________________________________
 CK4173  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK4173  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CK4173
 CK4173  HORZ ORDER  -  SECOND
 CK4173
 CK4173.The horizontal coordinates were established by classical geodetic methods
 CK4173.and adjusted by the National Geodetic Survey in September 1997..
 CK4173
 CK4173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4173
 CK4173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4173
 CK4173.The geoid height was determined by GEOID03.
 CK4173
 CK4173;                    North         East     Units Scale Factor Converg.
 CK4173;SPC GA E     -   287,040.019   217,823.020   MT  0.99990392   +0 06 08.1
 CK4173;SPC GA E     -   941,730.46    714,641.02   sFT  0.99990392   +0 06 08.1
 CK4173;UTM  17      - 3,606,144.262   408,328.134   MT  0.99970362   -0 31 34.2
 CK4173
 CK4173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4173!SPC GA E     -   0.99999103  x   0.99990392  =   0.99989495
 CK4173!UTM  17      -   0.99999103  x   0.99970362  =   0.99969465
 CK4173
 CK4173                          SUPERSEDED SURVEY CONTROL
 CK4173
 CK4173  NAD 83(1986)-  32 35 20.34945(N)    081 58 36.50166(W) AD(       ) 2
 CK4173  NAD 27      -  32 35 19.76825(N)    081 58 37.07745(W) AD(       ) 2
 CK4173  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CK4173
 CK4173.Superseded values are not recommended for survey control.
 CK4173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4173.See file dsdata.txt to determine how the superseded data were derived.
 CK4173
 CK4173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0832806144(NAD 83)
 CK4173_MARKER: DD = SURVEY DISK
 CK4173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4173+STABILITY: SURFACE MOTION
 CK4173
 CK4173  HISTORY     - Date     Condition        Report By
 CK4173  HISTORY     - 1979     MONUMENTED       GADT
 CK4173
 CK4173                          STATION DESCRIPTION
 CK4173
 CK4173'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4173'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH-NORTHWEST OF
 CK4173'PORTAL, 8-1/4 MILES EAST-SOUTHEAST OF GARFIELD, AND 11 MILES EAST OF
 CK4173'TWIN CITY ON COUNTY RIGHT OF WAY.
 CK4173'
 CK4173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4173'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CK4173'TWIN CITY, GO NORTH ALONG STATE ROUTE 121 FOR 3.3 MILES TO THE
 CK4173'JUNCTION OF DIRT EMANUEL COUNTY ROAD 309 CROSSING.  CONTINUE GOING
 CK4173'NORTH ALONG STATE ROUTE 121 FOR 1.45 MILES TO THE JUNCTION OF PAVED
 CK4173'JENKINS COUNTY ROAD 198 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST
 CK4173'ALONG JENKINS COUNTY ROAD 198 (BECOMES BULLOCH COUNTY ROAD 587) FOR
 CK4173'3.05 MILES TO THE STATION ON THE LEFT.
 CK4173'
 CK4173'THE STATION IS LOCATED 29 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CK4173'THE ROAD, 124.8 FEET WEST OF A POWER POLE AT A FENCELINE, 21.8 FEET
 CK4173'SOUTH-SOUTHWEST OF THE FENCELINE, AND 3.0 FEET SOUTH-SOUTHWEST OF A
 CK4173'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---016-203 1979
 CK4173'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4173'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4173'
 CK4173'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4173'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976,
 CK4173'JENKINS COUNTY 1975 REVISED AUG 1976, AND BULLOCH COUNTY 1976 REVISED
 CK4173'AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4178 ***********************************************************************
 CK4178  DESIGNATION -  BV 016 203 GADT RM 1
 CK4178  PID         -  CK4178
 CK4178  STATE/COUNTY-  GA/BULLOCH
 CK4178  USGS QUAD   -  PORTAL (1978)
 CK4178
 CK4178                         *CURRENT SURVEY CONTROL
 CK4178  ___________________________________________________________________
 CK4178* NAD 83(1994)-  32 35 39.98253(N)    081 59 02.79193(W)     ADJUSTED  
 CK4178* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CK4178  ___________________________________________________________________
 CK4178  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK4178  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CK4178
 CK4178  HORZ ORDER  -  SECOND
 CK4178
 CK4178.The horizontal coordinates were established by classical geodetic methods
 CK4178.and adjusted by the National Geodetic Survey in September 1997..
 CK4178
 CK4178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4178
 CK4178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4178
 CK4178.The geoid height was determined by GEOID03.
 CK4178
 CK4178;                    North         East     Units Scale Factor Converg.
 CK4178;SPC GA E     -   287,643.589   217,136.536   MT  0.99990362   +0 05 54.0
 CK4178;SPC GA E     -   943,710.67    712,388.79   sFT  0.99990362   +0 05 54.0
 CK4178;UTM  17      - 3,606,755.204   407,648.447   MT  0.99970517   -0 31 48.6
 CK4178
 CK4178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4178!SPC GA E     -   0.99998930  x   0.99990362  =   0.99989292
 CK4178!UTM  17      -   0.99998930  x   0.99970517  =   0.99969447
 CK4178
 CK4178                          SUPERSEDED SURVEY CONTROL
 CK4178
 CK4178  NAD 83(1986)-  32 35 39.98379(N)    081 59 02.78769(W) AD(       ) 2
 CK4178  NAD 27      -  32 35 39.40292(N)    081 59 03.36293(W) AD(       ) 2
 CK4178  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CK4178
 CK4178.Superseded values are not recommended for survey control.
 CK4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4178.See file dsdata.txt to determine how the superseded data were derived.
 CK4178
 CK4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0764806755(NAD 83)
 CK4178_MARKER: DD = SURVEY DISK
 CK4178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4178+STABILITY: SURFACE MOTION
 CK4178
 CK4178  HISTORY     - Date     Condition        Report By
 CK4178  HISTORY     - 1979     MONUMENTED       GADT
 CK4178
 CK4178                          STATION DESCRIPTION
 CK4178
 CK4178'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4178'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTHWEST OF PORTAL,
 CK4178'7-3/4 MILES SOUTHEAST OF GARFIELD, AND 10-1/2 MILES EAST OF TWIN CITY
 CK4178'ON COUNTY RIGHT OF WAY.
 CK4178'
 CK4178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4178'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CK4178'TWIN CITY, GO NORTH ALONG STATE ROUTE 121 FOR 3.3 MILES TO THE
 CK4178'JUNCTION OF DIRT EMANUEL COUNTY ROAD 309 CROSSING.  CONTINUE GOING
 CK4178'NORTH ALONG STATE ROUTE 121 FOR 1.45 MILES TO THE JUNCTION OF PAVED
 CK4178'JENKINS COUNTY ROAD 198 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST
 CK4178'ALONG JENKINS COUNTY ROAD 198 (BECOMES BULLOCH COUNTY ROAD 587) FOR
 CK4178'2.45 MILES TO THE STATION ON THE LEFT.
 CK4178'
 CK4178'THE STATION IS LOCATED 45.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CK4178'THE ROAD, 39.5 FEET EAST-SOUTHEAST OF A RIGHT OF WAY MARKER, AND 3.0
 CK4178'FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CK4178'STAMPED---016-203 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CK4178'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CK4178'STEEL RODS EMBEDDED.
 CK4178'
 CK4178'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4178'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976,
 CK4178'JENKINS COUNTY 1975 REVISED AUG 1976, AND BULLOCH COUNTY 1976 REVISED
 CK4178'AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3636 ***********************************************************************
 AB3636  DESIGNATION -  BV 016 206
 AB3636  PID         -  AB3636
 AB3636  STATE/COUNTY-  GA/BULLOCH
 AB3636  USGS QUAD   -  HOPEULIKIT (1978)
 AB3636
 AB3636                         *CURRENT SURVEY CONTROL
 AB3636  ___________________________________________________________________
 AB3636* NAD 83(1994)-  32 35 30.95116(N)    081 46 53.04662(W)     ADJUSTED  
 AB3636* NAVD 88     -        51.6    (meters)     169.     (feet)  VERTCON   
 AB3636  ___________________________________________________________________
 AB3636  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AB3636  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AB3636
 AB3636  HORZ ORDER  -  SECOND
 AB3636
 AB3636.The horizontal coordinates were established by classical geodetic methods
 AB3636.and adjusted by the National Geodetic Survey in September 1997..
 AB3636
 AB3636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3636
 AB3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3636
 AB3636.The geoid height was determined by GEOID03.
 AB3636
 AB3636;                    North         East     Units Scale Factor Converg.
 AB3636;SPC GA E     -   287,416.197   236,165.560   MT  0.99991612   +0 12 27.1
 AB3636;SPC GA E     -   942,964.64    774,819.84   sFT  0.99991612   +0 12 27.1
 AB3636;UTM  17      - 3,606,319.198   426,669.567   MT  0.99966631   -0 25 15.3
 AB3636
 AB3636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3636!SPC GA E     -   0.99999662  x   0.99991612  =   0.99991274
 AB3636!UTM  17      -   0.99999662  x   0.99966631  =   0.99966293
 AB3636
 AB3636                          SUPERSEDED SURVEY CONTROL
 AB3636
 AB3636  NAD 83(1986)-  32 35 30.94786(N)    081 46 53.04693(W) AD(       ) 2
 AB3636  NGVD 29 (05/08/96)   51.8    (m)          170.     (f) VERT ANG       
 AB3636
 AB3636.Superseded values are not recommended for survey control.
 AB3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3636.See file dsdata.txt to determine how the superseded data were derived.
 AB3636
 AB3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2667006319(NAD 83)
 AB3636_MARKER: DD = SURVEY DISK
 AB3636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3636
 AB3636  HISTORY     - Date     Condition        Report By
 AB3636  HISTORY     - 1981     MONUMENTED       GADT
 AB3636
 AB3636                          STATION DESCRIPTION
 AB3636
 AB3636'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3636'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTH-SOUTHEAST OF ROCKY
 AB3636'FORD, 15.95 KM (9.9 MI) NORTH OF STATESBORO, AND 15.95 KM (9.9 MI)
 AB3636'EAST-NORTHEAST OF PORTAL. OWNERSHIP--MR. BILLY LANE ROUTE 3 STATESBORO
 AB3636'GEORGIA, 30458, PHONE 912-587-5542.
 AB3636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3636'ROUTE 17, LOCATED IN THE COMMUNITY OF COOPERVILLE AND ABOUT 17.3 KM
 AB3636'(10.7 MI) NORTHEAST OF STATESBORO, GO NORTHWEST ALONG STATE ROUTE 17
 AB3636'FOR 6.35 KM (3.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91318
 AB3636'CROSSING.  TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 91318 FOR 3.45
 AB3636'KM (2.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 AB3636'SOUTHWEST ALONG COUNTY ROAD 91318 FOR 0.95 KM (0.6 MI) TO A TWO STORY
 AB3636'FRAME HOUSE ON THE RIGHT.  TURN RIGHT GOING WESTERLY ALONG THE SOUTH
 AB3636'END OF A CIRCULAR DRIVE FOR ABOUT 68 METERS (175 FT) TO THE SOUTH SIDE
 AB3636'OF THE HOUSE AND THE STATION.
 AB3636'THE STATION IS A STANDARD GADT DISK STAMPED---016-206 1981---, SET
 AB3636'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3636'WITH GROUND.  IT IS LOCATED 15.94 METERS (52.30 FT) SOUTH-SOUTHWEST
 AB3636'FROM THE SOUTHEAST CORNER OF A WHITE TWO STORY FRAME HOUSE, 22.68
 AB3636'METERS (74.00 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 AB3636'WHITE TWO STORY FRAME HOUSE, 31.40 METERS (103.0 FT) WEST-SOUTHWEST
 AB3636'FROM A FOUR FOOT MAGNOLIA TREE, 1.22 METERS (4.00 FT) EAST-SOUTHEAST
 AB3636'FROM A POWER POLE WITH A TRANSFORMER, AND 1.45 METERS (4.8 FT) EAST
 AB3636'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3636'STAMPED---016-206 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3636'METERS BELOW THE SURFACE.
 AB3636'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-206
 AB3636'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3636'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 31.76 METERS (104.2 FT)
 AB3636'SOUTH FROM THE SOUTHEAST CORNER OF THE WHITE TWO STORY FRAME HOUSE,
 AB3636'36.43 METERS (119.5 FT) SOUTHWEST FROM THE FOUR FOOT MAGNOLIA TREE,
 AB3636'21.11 METERS (69.30 FT) SOUTH-SOUTHEAST FROM THE POWER POLE WITH A
 AB3636'TRANSFORMER, 1.38 METERS (4.5 FT) EAST-NORTHEAST FROM A WITNESS POST,
 AB3636'AND 1.62 METERS (5.3 FT) WEST-NORTHWEST FROM A 10 INCH PINE TREE AT
 AB3636'THE CORNER OF THE WOODS. MARK IS LEVEL WITH STATION.
 AB3636'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-206 1981
 AB3636'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3636'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 19.05 METERS (62.5 FT)
 AB3636'NORTHWEST FROM THE CENTERLINE OF THE ROAD, 39.78 METERS (130.5 FT)
 AB3636'NORTH-NORTHWEST FROM AN 18 INCH PINE TREE ON THE SOUTHEAST SIDE OF THE
 AB3636'ROAD, 42.37 METERS (139.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST END OF
 AB3636'THE PARAPET OF A TRIPLE BARREL CULVERT UNDER THE COUNTY ROAD, AND 0.92
 AB3636'METER (3 FT) SOUTHEAST FROM A WITNESS POST SET AT A FENCE LINE. THE
 AB3636'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-206 1981 AZ
 AB3636'MK---, SET IN AN IRREGULAR MASS OF CONCRETE .91 METER BELOW THE
 AB3636'SURFACE OF THE GROUND.
 AB3636'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3636'GEORGIA 1976.  REVISE AUGUST 1976.
 AB3636'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3637 ***********************************************************************
 AB3637  DESIGNATION -  BV 016 206 AZ MK
 AB3637  PID         -  AB3637
 AB3637  STATE/COUNTY-  GA/BULLOCH
 AB3637  USGS QUAD   -  HOPEULIKIT (1978)
 AB3637
 AB3637                         *CURRENT SURVEY CONTROL
 AB3637  ___________________________________________________________________
 AB3637* NAD 83(1994)-  32 35 56.00526(N)    081 46 30.78852(W)     ADJUSTED  
 AB3637* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 AB3637  ___________________________________________________________________
 AB3637  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AB3637  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AB3637
 AB3637  HORZ ORDER  -  SECOND
 AB3637
 AB3637.The horizontal coordinates were established by classical geodetic methods
 AB3637.and adjusted by the National Geodetic Survey in September 1997..
 AB3637
 AB3637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3637
 AB3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3637
 AB3637.The geoid height was determined by GEOID03.
 AB3637
 AB3637;                    North         East     Units Scale Factor Converg.
 AB3637;SPC GA E     -   288,190.033   236,743.115   MT  0.99991664   +0 12 39.2
 AB3637;SPC GA E     -   945,503.47    776,714.70   sFT  0.99991664   +0 12 39.2
 AB3637;UTM  17      - 3,607,086.460   427,255.429   MT  0.99966525   -0 25 03.6
 AB3637
 AB3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3637!SPC GA E     -   0.99999942  x   0.99991664  =   0.99991606
 AB3637!UTM  17      -   0.99999942  x   0.99966525  =   0.99966467
 AB3637
 AB3637                          SUPERSEDED SURVEY CONTROL
 AB3637
 AB3637  NAD 83(1986)-  32 35 56.00187(N)    081 46 30.78868(W) AD(       ) 2
 AB3637  NGVD 29 (05/08/96)   34.0    (m)          112.     (f) VERT ANG       
 AB3637
 AB3637.Superseded values are not recommended for survey control.
 AB3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3637.See file dsdata.txt to determine how the superseded data were derived.
 AB3637
 AB3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2725507086(NAD 83)
 AB3637_MARKER: DD = SURVEY DISK
 AB3637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3637
 AB3637  HISTORY     - Date     Condition        Report By
 AB3637  HISTORY     - 1981     MONUMENTED       GADT
 AB3637
 AB3637                          STATION DESCRIPTION
 AB3637
 AB3637'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3637'THE STATION IS LOCATED ABOUT 8.95 KM (5.55 MI) SOUTH-SOUTHEAST OF
 AB3637'ROCKY FORD, 16.5 KM (10.25 MI) NORTH OF STATESBORO, AND 16.4 KM (10.2
 AB3637'MI) EAST-NORTHEAST OF PORTAL. OWNERSHIP--BILLY LANE ROUTE 3 STATESBORO
 AB3637'GEORGIA PHONE 912 587 5542.
 AB3637'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE
 AB3637'ROUTE 17 LOCATED IN THE COMMUNITY OF COOPERVILLE AND ABOUT 17.3 KM
 AB3637'(10.7 MI) NORTHEAST OF STATESBORO.  GO NORTHWEST ALONG STATE ROUTE 17
 AB3637'FOR 6.35 KM (3.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91318
 AB3637'CROSSING.  TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 91318 FOR 3.45
 AB3637'KM (2.15 MI) TO THE STATION ON THE RIGHT.
 AB3637'THE STATION IS A STANDARD GADT DISK STAMPED---016-206 1981---, SET
 AB3637'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3637'WITH GROUND.  IT IS LOCATED 19.05 METERS (62.50 FT) NORTHWEST FROM THE
 AB3637'CENTERLINE OF THE ROAD, 39.78 METERS (130.5 FT) NORTH-NORTHWEST FROM A
 AB3637'AN 18 INCH PINE TREE ON THE EAST SIDE OF THE ROAD, 42.37 METERS (139.0
 AB3637'FT) WEST-SOUTHWEST FROM THE SOUTHWEST END OF A PARAPET OF A TRIPLE
 AB3637'BARREL CULVERT UNDER THE COUNTY ROAD, AND 0.92 METER (3.0 FT)
 AB3637'SOUTHEAST FROM A WITNESS POST SET AT A FENCELINE. THE UNDERGROUND MARK
 AB3637'IS A STANDARD GADT DISK STAMPED---016-206 1981 AZ MK---, SET INTO AN
 AB3637'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3637'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3637'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3637'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3638 ***********************************************************************
 AB3638  DESIGNATION -  BV 016 206 RM 1
 AB3638  PID         -  AB3638
 AB3638  STATE/COUNTY-  GA/BULLOCH
 AB3638  USGS QUAD   -  HOPEULIKIT (1978)
 AB3638
 AB3638                         *CURRENT SURVEY CONTROL
 AB3638  ___________________________________________________________________
 AB3638* NAD 83(1994)-  32 35 30.38899(N)    081 46 52.65963(W)     ADJUSTED  
 AB3638* NAVD 88     -        52.03   (+/-2cm)     170.7    (feet)  VERTCON   
 AB3638  ___________________________________________________________________
 AB3638  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AB3638  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AB3638
 AB3638  HORZ ORDER  -  SECOND
 AB3638  VERT ORDER  -  THIRD (See Below)
 AB3638
 AB3638.The horizontal coordinates were established by classical geodetic methods
 AB3638.and adjusted by the National Geodetic Survey in September 1997..
 AB3638
 AB3638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3638.The vertical order pertains to the NGVD 29 superseded value.
 AB3638
 AB3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3638
 AB3638.The geoid height was determined by GEOID03.
 AB3638
 AB3638;                    North         East     Units Scale Factor Converg.
 AB3638;SPC GA E     -   287,398.918   236,175.714   MT  0.99991613   +0 12 27.3
 AB3638;SPC GA E     -   942,907.95    774,853.16   sFT  0.99991613   +0 12 27.3
 AB3638;UTM  17      - 3,606,301.813   426,679.528   MT  0.99966629   -0 25 15.1
 AB3638
 AB3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3638!SPC GA E     -   0.99999654  x   0.99991613  =   0.99991267
 AB3638!UTM  17      -   0.99999654  x   0.99966629  =   0.99966283
 AB3638
 AB3638                          SUPERSEDED SURVEY CONTROL
 AB3638
 AB3638  NAD 83(1986)-  32 35 30.38568(N)    081 46 52.65994(W) AD(       ) 2
 AB3638  NGVD 29 (05/08/96)   52.27   (m)          171.5    (f) LEVELING    3  
 AB3638
 AB3638.Superseded values are not recommended for survey control.
 AB3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3638.See file dsdata.txt to determine how the superseded data were derived.
 AB3638
 AB3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2668006302(NAD 83)
 AB3638_MARKER: DD = SURVEY DISK
 AB3638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3638
 AB3638  HISTORY     - Date     Condition        Report By
 AB3638  HISTORY     - 1981     MONUMENTED       GADT
 AB3638
 AB3638                          STATION DESCRIPTION
 AB3638
 AB3638'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3638'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTH-SOUTHEAST OF ROCKY
 AB3638'FORD, 15.95 KM (9.9 MI) NORTH OF STATESBORO, AND 15.95 KM (9.9 MI)
 AB3638'EAST-NORTHEAST OF PORTAL. OWNERSHIP--MR BILLY LANE, ROUTE 3,
 AB3638'STATESBORO, GEORGIA, 30458, TELEPHONE 912-587-5542.
 AB3638'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3638'ROUTE 17 LOCATED IN THE COMMUNITY OF COOPERVILLE AND ABOUT 17.3 KM
 AB3638'(10.7 MI) NORTHEAST OF STATESBORO, GO NORTHWEST ALONG STATE ROUTE 17
 AB3638'FOR 6.35 KM (3.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91318
 AB3638'CROSSING.  TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 91318 FOR 4.4
 AB3638'KM (2.75 MI) TO A TWO STORY FRAME HOUSE ON THE RIGHT.  TURN RIGHT
 AB3638'GOING WESTERLY ALONG THE SOUTHEND OF A CIRCULAR DRIVE FOR ABOUT 68
 AB3638'METERS (175 FT) TO THE SOUTH SIDE OF THE HOUSE AND THE STATION.
 AB3638'THE STATION IS A STANDARD GADT DISK STAMPED---016-206 1981 RM 1---,
 AB3638'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3638'FLUSH WITH GROUND.  IT IS LOCATED 31.76 METERS (104.2 FT) SOUTH FROM
 AB3638'THE SOUTHEAST CORNER OF A WHITE TWO STORY FRAME HOUSE, 36.43 METERS
 AB3638'(119.5 FT) SOUTHWEST FROM A FOUR FOOT MAGNOLIA TREE, 21.11 METERS
 AB3638'(69.30 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER, 1.38
 AB3638'METERS (4.50 FT) EAST-NORTHEAST FROM A WITNESS POST, AND 1.62 METERS
 AB3638'(5.30 FT) WEST-NORTHWEST FROM A 10 INCH PINE TREE AT THE CORNER OF THE
 AB3638'WOODS.
 AB3638'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3638'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3638'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3648 ***********************************************************************
 AB3648  DESIGNATION -  BV 016 207
 AB3648  PID         -  AB3648
 AB3648  STATE/COUNTY-  GA/BULLOCH
 AB3648  USGS QUAD   -  PORTAL (1978)
 AB3648
 AB3648                         *CURRENT SURVEY CONTROL
 AB3648  ___________________________________________________________________
 AB3648* NAD 83(1994)-  32 33 45.50698(N)    081 52 38.95011(W)     ADJUSTED  
 AB3648* NAVD 88     -        85.2    (meters)     280.     (feet)  VERTCON   
 AB3648  ___________________________________________________________________
 AB3648  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AB3648  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AB3648
 AB3648  HORZ ORDER  -  SECOND
 AB3648
 AB3648.The horizontal coordinates were established by classical geodetic methods
 AB3648.and adjusted by the National Geodetic Survey in September 1997..
 AB3648
 AB3648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3648
 AB3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3648
 AB3648.The geoid height was determined by GEOID03.
 AB3648
 AB3648;                    North         East     Units Scale Factor Converg.
 AB3648;SPC GA E     -   284,139.731   227,154.728   MT  0.99990909   +0 09 20.3
 AB3648;SPC GA E     -   932,215.10    745,256.80   sFT  0.99990909   +0 09 20.3
 AB3648;UTM  17      - 3,603,142.479   417,625.503   MT  0.99968367   -0 28 20.3
 AB3648
 AB3648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3648!SPC GA E     -   0.99999130  x   0.99990909  =   0.99990039
 AB3648!UTM  17      -   0.99999130  x   0.99968367  =   0.99967498
 AB3648
 AB3648                          SUPERSEDED SURVEY CONTROL
 AB3648
 AB3648  NAD 83(1986)-  32 33 45.50653(N)    081 52 38.94638(W) AD(       ) 2
 AB3648  NGVD 29 (05/08/96)   85.4    (m)          280.     (f) VERT ANG       
 AB3648
 AB3648.Superseded values are not recommended for survey control.
 AB3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3648.See file dsdata.txt to determine how the superseded data were derived.
 AB3648
 AB3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1762603142(NAD 83)
 AB3648_MARKER: DD = SURVEY DISK
 AB3648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3648
 AB3648  HISTORY     - Date     Condition        Report By
 AB3648  HISTORY     - 1981     MONUMENTED       GADT
 AB3648
 AB3648                          STATION DESCRIPTION
 AB3648
 AB3648'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3648'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHWEST OF ROCKYFORD,
 AB3648'5.6 KM (3.5 MI) EAST-NORTHEAST OF PORTAL, AND 5.2 KM (3.25 MI)
 AB3648'NORTH-NORTHWEST OF HOPEULIKIT. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3648'WAY.
 AB3648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3648'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT LOCATED ABOUT
 AB3648'10.3 KM (6.4 MI) NORTHWEST OF STATESBORO, GO NORTHERLY ALONG U.S.
 AB3648'HIGHWAY 25 FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 21
 AB3648'CROSSING.  CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 25 FOR 2.1 KM
 AB3648'(1.3 MI) TO THE AZIMUTH MARK ON THE LEFT AT A FIELD ENTRANCE ROAD.
 AB3648'CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 25 FOR 0.6 KM (0.4 MI) TO
 AB3648'THE STATION ON THE RIGHT.
 AB3648'THE STATION IS A STANDARD GADT DISK STAMPED---016-207 1981---, SET
 AB3648'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3648'12 CM BELOW THE GROUND.  IT IS LOCATED 14.32 METERS (47 FT) EAST FROM
 AB3648'THE CENTERLINE OF U.S. HIGHWAY 25, 60.96 METERS (200 FT)
 AB3648'SOUTH-SOUTHEAST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AB3648'THE HIGHWAY AND A DIRT COUNTY ROAD CROSSING, 10.82 METERS (35.5 FT)
 AB3648'SOUTH FROM A POWER POLE ON THE EAST SIDE OF THE HIGHWAY, 0.91 METER (3
 AB3648'FT) WEST FROM A WITNESS POST, AND 28.34 METERS (93 FT) SOUTH FROM A
 AB3648'RIGHT OF WAY MARKER. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3648'STAMPED---016-207 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3648'METERS BELOW THE SURFACE.
 AB3648'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-207
 AB3648'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3648'DIAMETER RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED 13.26 METERS
 AB3648'(43.5 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 28.96 METERS (95
 AB3648'FT) SOUTH FROM THE POWER POLE ON THE EAST SIDE OF THE ROAD, 1.22
 AB3648'METERS (4 FT) WEST FROM A WITNESS POST, AND 46.63 METERS (153 FT)
 AB3648'SOUTH-SOUTHEAST FROM A RIGHT OF WAY MARKER. MARK IS BELOW STATION 0.5
 AB3648'METERS.
 AB3648'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-207 1981
 AB3648'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3648'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.87 METERS (45.5 FT) WEST
 AB3648'FROM THE CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) NORTHWEST
 AB3648'FROM THE NORTH END OF A 24 INCH CONCRETE PIPE UNDER A FIELD ROAD TO
 AB3648'THE WEST, 3.04 METERS (10 FT) EAST-NORTHEAST FROM A 30 INCH PINE TREE
 AB3648'WITH WIRE ATTACHED ON THE NORTH SIDE OF THE FIELD ROAD, 10.97 METERS
 AB3648'(36 FT) NORTH FROM AN 18 INCH PINE TREE WITH WIRE ATTACHED ON THHE
 AB3648'SOUTH SIDE OF THE FIELD ROAD, AND 1.0 METER (3.3 FT) NORTHEAST FROM A
 AB3648'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3648'STAMPED---016-207 1981 AZ MK---,SET IN AN IRREGULAR MASS OF CONCRETE
 AB3648'0.91 METER BELOW GROUND SURFACE.
 AB3648'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3648'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3648'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3649 ***********************************************************************
 AB3649  DESIGNATION -  BV 016 207 AZ MK
 AB3649  PID         -  AB3649
 AB3649  STATE/COUNTY-  GA/BULLOCH
 AB3649  USGS QUAD   -  HOPEULIKIT (1978)
 AB3649
 AB3649                         *CURRENT SURVEY CONTROL
 AB3649  ___________________________________________________________________
 AB3649* NAD 83(1994)-  32 33 25.90733(N)    081 52 28.17577(W)     ADJUSTED  
 AB3649* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 AB3649  ___________________________________________________________________
 AB3649  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AB3649  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AB3649
 AB3649  HORZ ORDER  -  SECOND
 AB3649
 AB3649.The horizontal coordinates were established by classical geodetic methods
 AB3649.and adjusted by the National Geodetic Survey in September 1997..
 AB3649
 AB3649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3649
 AB3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3649
 AB3649.The geoid height was determined by GEOID03.
 AB3649
 AB3649;                    North         East     Units Scale Factor Converg.
 AB3649;SPC GA E     -   283,536.796   227,437.423   MT  0.99990928   +0 09 26.0
 AB3649;SPC GA E     -   930,236.97    746,184.28   sFT  0.99990928   +0 09 26.0
 AB3649;UTM  17      - 3,602,536.618   417,901.512   MT  0.99968311   -0 28 14.3
 AB3649
 AB3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3649!SPC GA E     -   0.99999246  x   0.99990928  =   0.99990174
 AB3649!UTM  17      -   0.99999246  x   0.99968311  =   0.99967557
 AB3649
 AB3649                          SUPERSEDED SURVEY CONTROL
 AB3649
 AB3649  NAD 83(1986)-  32 33 25.90682(N)    081 52 28.17220(W) AD(       ) 2
 AB3649  NGVD 29 (05/08/96)   78.1    (m)          256.     (f) VERT ANG       
 AB3649
 AB3649.Superseded values are not recommended for survey control.
 AB3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3649.See file dsdata.txt to determine how the superseded data were derived.
 AB3649
 AB3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1790202537(NAD 83)
 AB3649_MARKER: DD = SURVEY DISK
 AB3649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3649
 AB3649  HISTORY     - Date     Condition        Report By
 AB3649  HISTORY     - 1981     MONUMENTED       GADT
 AB3649
 AB3649                          STATION DESCRIPTION
 AB3649
 AB3649'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3649'THE STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) SOUTHWEST OF ROCKYFORD,
 AB3649'5.6 KM (3.5 MI) EAST-NORTHEAST OF PORTAL, AND 4.4 KM (2.75 MI)
 AB3649'NORTH-NORTHWEST OF HOPEULIKIT. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3649'WAY.
 AB3649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3649'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT, ABOUT 10.3 KM
 AB3649'(6.4 MI) NORTHWEST OF STATESBORO, GO NORTHERLY ALONG U.S. HIGHWAY 25
 AB3649'FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 21 CROSSING.
 AB3649'CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 25 FOR 2.1 KM (1.3 MI) TO
 AB3649'THE STATION ON THE LEFT AT A FIELD ENTRANCE ROAD,  CONTINUE GOING
 AB3649'NORTHERLY ALONG U.S. HIGHWAY 25 FOR 0.6 KM (0.4 MI) TO THE STATION ON
 AB3649'THE RIGHT.
 AB3649'THE STATION IS A STANDARD GADT DISK STAMPED---016-207 1981 AZ MK---,
 AB3649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3649'FLUSH WITH GROUND.  IT IS LOCATED 13.87 METERS (45.5 FT) WEST FROM THE
 AB3649'CENTERLINE OF THE HIGHWAY, 5.94 METERS (19.5 FT) NORTHWEST FROM THE
 AB3649'NORTH END OF A 24 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE WEST,
 AB3649'3.04 METERS (10 FT) EAST-NORTHEAST FROM A 30 INCH PINE TREE WITH WIRE
 AB3649'ATTACHED ON THE NORTH SIDE OF THE FIELD ROAD, 10.97 METERS (36 FT)
 AB3649'NORTH FROM AN 18 INCH PINE TREE WITH WIRE ATTACHED ON THE SOUTH SIDE
 AB3649'OF THE FIELD ROAD, AND 1.0 METER (3.3 FT) NORTHEAST FROM A WITNESS
 AB3649'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-207
 AB3649'1981 AZ MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW
 AB3649'THE SURFACE.
 AB3649'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3649'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3649'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3650 ***********************************************************************
 AB3650  DESIGNATION -  BV 016 207 RM 1
 AB3650  PID         -  AB3650
 AB3650  STATE/COUNTY-  GA/BULLOCH
 AB3650  USGS QUAD   -  PORTAL (1978)
 AB3650
 AB3650                         *CURRENT SURVEY CONTROL
 AB3650  ___________________________________________________________________
 AB3650* NAD 83(1994)-  32 33 44.96321(N)    081 52 38.65792(W)     ADJUSTED  
 AB3650* NAVD 88     -        84.75   (+/-2cm)     278.1    (feet)  VERTCON   
 AB3650  ___________________________________________________________________
 AB3650  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AB3650  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AB3650
 AB3650  HORZ ORDER  -  SECOND
 AB3650  VERT ORDER  -  THIRD (See Below)
 AB3650
 AB3650.The horizontal coordinates were established by classical geodetic methods
 AB3650.and adjusted by the National Geodetic Survey in September 1997..
 AB3650
 AB3650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3650.The vertical order pertains to the NGVD 29 superseded value.
 AB3650
 AB3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3650
 AB3650.The geoid height was determined by GEOID03.
 AB3650
 AB3650;                    North         East     Units Scale Factor Converg.
 AB3650;SPC GA E     -   284,123.003   227,162.395   MT  0.99990909   +0 09 20.5
 AB3650;SPC GA E     -   932,160.22    745,281.96   sFT  0.99990909   +0 09 20.5
 AB3650;UTM  17      - 3,603,125.671   417,632.985   MT  0.99968366   -0 28 20.1
 AB3650
 AB3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3650!SPC GA E     -   0.99999137  x   0.99990909  =   0.99990046
 AB3650!UTM  17      -   0.99999137  x   0.99968366  =   0.99967504
 AB3650
 AB3650                          SUPERSEDED SURVEY CONTROL
 AB3650
 AB3650  NAD 83(1986)-  32 33 44.96277(N)    081 52 38.65420(W) AD(       ) 2
 AB3650  NGVD 29 (05/08/96)   84.98   (m)          278.8    (f) LEVELING    3  
 AB3650
 AB3650.Superseded values are not recommended for survey control.
 AB3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3650.See file dsdata.txt to determine how the superseded data were derived.
 AB3650
 AB3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1763303126(NAD 83)
 AB3650_MARKER: DD = SURVEY DISK
 AB3650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3650
 AB3650  HISTORY     - Date     Condition        Report By
 AB3650  HISTORY     - 1981     MONUMENTED       GADT
 AB3650
 AB3650                          STATION DESCRIPTION
 AB3650
 AB3650'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3650'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHWEST OF ROCKYFORD,
 AB3650'5.6 KM (3.5 MI) EAST-NORTHEAST OF PORTAL, AND 5.2 KM (3.25 MI)
 AB3650'NORTH-NORTHWEST OF HOPEULIKIT. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3650'WAY.
 AB3650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3650'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT, ABOUT 10.3 KM
 AB3650'(6.4 MI) NORTHWEST OF STATESBORO, GO NORTHERLY ALONG U.S. HIGHWAY 25
 AB3650'FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 21 CROSSING.
 AB3650'CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 25 FOR 2.7 KM (1.7 MI) TO
 AB3650'THE STATION ON THE RIGHT.
 AB3650'THE STATION IS A STANDARD GADT DISK STAMPED---016-207 1981 RM 1---,
 AB3650'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3650'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED 13.26 METERS (43.5 FT)
 AB3650'EAST FROM THE CENTERLINE OF THE HIGHWAY, 28.96 METERS (95 FT) SOUTH
 AB3650'FROM A POWER POLE ON THE EAST SIDE OF THE ROAD, 1.22 METERS (4 FT)
 AB3650'WEST FROM A WITNESS POST, AND 46.63 METERS (153 FT) SOUTH-SOUTHEAST
 AB3650'FROM A RIGHT OF WAY MARKER.
 AB3650'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3650'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3650'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3677 ***********************************************************************
 AB3677  DESIGNATION -  BV 016 208
 AB3677  PID         -  AB3677
 AB3677  STATE/COUNTY-  GA/BULLOCH
 AB3677  USGS QUAD   -  HOPEULIKIT (1978)
 AB3677
 AB3677                         *CURRENT SURVEY CONTROL
 AB3677  ___________________________________________________________________
 AB3677* NAD 83(1994)-  32 31 02.21966(N)    081 50 25.81861(W)     ADJUSTED  
 AB3677* NAVD 88     -        68.1    (meters)     223.     (feet)  VERTCON   
 AB3677  ___________________________________________________________________
 AB3677  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AB3677  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AB3677
 AB3677  HORZ ORDER  -  SECOND
 AB3677
 AB3677.The horizontal coordinates were established by classical geodetic methods
 AB3677.and adjusted by the National Geodetic Survey in September 1997..
 AB3677
 AB3677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3677
 AB3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3677
 AB3677.The geoid height was determined by GEOID03.
 AB3677
 AB3677;                    North         East     Units Scale Factor Converg.
 AB3677;SPC GA E     -   279,120.247   230,642.743   MT  0.99991157   +0 10 31.2
 AB3677;SPC GA E     -   915,747.01    756,700.40   sFT  0.99991157   +0 10 31.2
 AB3677;UTM  17      - 3,598,086.256   421,057.542   MT  0.99967685   -0 27 06.6
 AB3677
 AB3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3677!SPC GA E     -   0.99999399  x   0.99991157  =   0.99990556
 AB3677!UTM  17      -   0.99999399  x   0.99967685  =   0.99967084
 AB3677
 AB3677                          SUPERSEDED SURVEY CONTROL
 AB3677
 AB3677  NAD 83(1986)-  32 31 02.21643(N)    081 50 25.81799(W) AD(       ) 2
 AB3677  NGVD 29 (05/08/96)   68.4    (m)          224.     (f) VERT ANG       
 AB3677
 AB3677.Superseded values are not recommended for survey control.
 AB3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3677.See file dsdata.txt to determine how the superseded data were derived.
 AB3677
 AB3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2105898086(NAD 83)
 AB3677_MARKER: DD = SURVEY DISK
 AB3677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3677
 AB3677  HISTORY     - Date     Condition        Report By
 AB3677  HISTORY     - 1981     MONUMENTED       GADT
 AB3677
 AB3677                          STATION DESCRIPTION
 AB3677
 AB3677'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3677'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) EAST-SOUTHEAST OF PORTAL,
 AB3677'9.25 KM (5.75 MI) NORTHWEST OF STATESBORO, AND 16 .25 KM (10.1 MI)
 AB3677'SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3677'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT ABOUT 10.45 KM
 AB3677'(6.5 MI) NORTHWEST OF STATESBORO, GO EAST-SOUTHEAST ALONG U.S.
 AB3677'HIGHWAYS 80 AND 25 FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON THE
 AB3677'EAST SIDE OF THE NORTH BOUND LANE OF THE HIGHWAY.  CONTINUE GOING
 AB3677'SOUTHEAST ALONG U.S. HIGHWAYS 25 AND 80 FOR 0.3 KM (0.2 MI) TO THE
 AB3677'STATION ON THE RIGHT.
 AB3677'THE STATION IS A STANDARD GADT DISK STAMPED---016-208 1981---, SET
 AB3677'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3677'WITH GROUND.  IT IS LOCATED 14.60 METERS (47.90 FT) SOUTHWEST FROM THE
 AB3677'CENTERLINE OF THE ROAD, 38.25 METERS (125.5 FT) NORTHWEST FROM THE
 AB3677'NORTH END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT DRIVEWAY
 AB3677'TO THE SOUTH, 1.4 METERS (4.6 FT) NORTHWEST FROM A WITNESS POST. THE
 AB3677'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-208 1981---,
 AB3677'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 AB3677'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-208
 AB3677'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3677'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 15.45 METERS (50.70 FT)
 AB3677'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 56.45 METERS (185.2 FT)
 AB3677'NORTHWEST FROM THE NORTH END OF THE 18 INCH CONCRETE SIDE DRAIN PIPE
 AB3677'UNDER THE DIRT DRIVEWAY TO THE SOUTH, AND 1.61 METERS (5.3 FT)
 AB3677'EAST-SOUTHEAST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3677'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-208 1981
 AB3677'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3677'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 19.50 METERS (64 FT)
 AB3677'NORTH-NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 16.85 METERS
 AB3677'(55.30 FT) WEST-NORTHWEST FROM A POWER POLE, 1.58 METERS (5.2 FT)
 AB3677'SOUTH-SOUTHEAST FROM A FENCE CORNER POST, 1.15 METERS (3.80 FT)
 AB3677'SOUTH-SOUTHWEST FROM A FENCELINE, AND 1.67 METERS (5.5 FT)
 AB3677'SOUTH-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3677'STANDARD GADT DISK STAMPED---016-208 1981 AZ MK---, SET IN AN
 AB3677'IRREGULAR MASS OF CONCRETE .91 METER BELOW THE SURFACE OF THE GROUND.
 AB3677'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3677'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3677'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3678 ***********************************************************************
 AB3678  DESIGNATION -  BV 016 208 AZ MK
 AB3678  PID         -  AB3678
 AB3678  STATE/COUNTY-  GA/BULLOCH
 AB3678  USGS QUAD   -  HOPEULIKIT (1978)
 AB3678
 AB3678                         *CURRENT SURVEY CONTROL
 AB3678  ___________________________________________________________________
 AB3678* NAD 83(1994)-  32 31 08.90771(N)    081 50 36.08434(W)     ADJUSTED  
 AB3678* NAVD 88     -        72.0    (meters)     236.     (feet)  VERTCON   
 AB3678  ___________________________________________________________________
 AB3678  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AB3678  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AB3678
 AB3678  HORZ ORDER  -  SECOND
 AB3678
 AB3678.The horizontal coordinates were established by classical geodetic methods
 AB3678.and adjusted by the National Geodetic Survey in September 1997..
 AB3678
 AB3678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3678
 AB3678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3678
 AB3678.The geoid height was determined by GEOID03.
 AB3678
 AB3678;                    North         East     Units Scale Factor Converg.
 AB3678;SPC GA E     -   279,325.433   230,374.211   MT  0.99991137   +0 10 25.7
 AB3678;SPC GA E     -   916,420.19    755,819.39   sFT  0.99991137   +0 10 25.7
 AB3678;UTM  17      - 3,598,294.321   420,791.335   MT  0.99967736   -0 27 12.2
 AB3678
 AB3678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3678!SPC GA E     -   0.99999338  x   0.99991137  =   0.99990475
 AB3678!UTM  17      -   0.99999338  x   0.99967736  =   0.99967075
 AB3678
 AB3678                          SUPERSEDED SURVEY CONTROL
 AB3678
 AB3678  NAD 83(1986)-  32 31 08.90452(N)    081 50 36.08370(W) AD(       ) 2
 AB3678  NGVD 29 (05/08/96)   72.2    (m)          237.     (f) VERT ANG       
 AB3678
 AB3678.Superseded values are not recommended for survey control.
 AB3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3678.See file dsdata.txt to determine how the superseded data were derived.
 AB3678
 AB3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2079198294(NAD 83)
 AB3678_MARKER: DD = SURVEY DISK
 AB3678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3678
 AB3678  HISTORY     - Date     Condition        Report By
 AB3678  HISTORY     - 1981     MONUMENTED       GADT
 AB3678
 AB3678                          STATION DESCRIPTION
 AB3678
 AB3678'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3678'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) EAST-SOUTHEAST OF PORTAL,
 AB3678'9.65 KM (6 MI) NORTHWEST OF STATESBORO, AND 15.95 KM (9.9 MI) SOUTH OF
 AB3678'ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3678'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT ABOUT 10.45 KM
 AB3678'(6.5 MI) NORTHWEST OF STATESBORO, GO EAST-SOUTHEAST ALONG U.S.
 AB3678'HIGHWAYS 80 AND 25 FOR 0.9 KM (0.55 MI) TO THE STATION ON THE EAST
 AB3678'SIDE OF THE NORTH BOUND LANE OF THE HIGHWAY.
 AB3678'THE STATION IS A STANDARD GADT DISK STAMPED---016-208 1981 AZ MK---,
 AB3678'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3678'FLUSH WITH GROUND.  IT IS LOCATED 19.50 METERS (64 FT) NORTH-NORTHEAST
 AB3678'FROM THE CENTERLINE OF THE H HIGHWAY, 16.85 METERS (55.30 FT)
 AB3678'WEST-NORTHWEST FROM A POWER POLE, 1.58 METERS (5.20 FT)
 AB3678'SOUTH-SOUTHEAST FROM A FENCE CORNER POST, 1.15 METERS (3.80 FT)
 AB3678'SOUTH-SOUTHWEST FROM A FENCELINE, AND 1.67 METERS (5.50 FT)
 AB3678'SOUTH-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3678'STANDARD GADT DISK STAMPED---016-208 1981 AZ MK---, SET INTO AN
 AB3678'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3678'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3678'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3678'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3679 ***********************************************************************
 AB3679  DESIGNATION -  BV 016 208 RM 1
 AB3679  PID         -  AB3679
 AB3679  STATE/COUNTY-  GA/BULLOCH
 AB3679  USGS QUAD   -  HOPEULIKIT (1978)
 AB3679
 AB3679                         *CURRENT SURVEY CONTROL
 AB3679  ___________________________________________________________________
 AB3679* NAD 83(1994)-  32 31 02.57866(N)    081 50 26.37232(W)     ADJUSTED  
 AB3679* NAVD 88     -        67.99   (+/-2cm)     223.1    (feet)  VERTCON   
 AB3679  ___________________________________________________________________
 AB3679  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AB3679  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AB3679
 AB3679  HORZ ORDER  -  SECOND
 AB3679  VERT ORDER  -  THIRD (See Below)
 AB3679
 AB3679.The horizontal coordinates were established by classical geodetic methods
 AB3679.and adjusted by the National Geodetic Survey in September 1997..
 AB3679
 AB3679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3679.The vertical order pertains to the NGVD 29 superseded value.
 AB3679
 AB3679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3679
 AB3679.The geoid height was determined by GEOID03.
 AB3679
 AB3679;                    North         East     Units Scale Factor Converg.
 AB3679;SPC GA E     -   279,131.261   230,628.259   MT  0.99991156   +0 10 30.9
 AB3679;SPC GA E     -   915,783.15    756,652.88   sFT  0.99991156   +0 10 30.9
 AB3679;UTM  17      - 3,598,097.425   421,043.183   MT  0.99967687   -0 27 06.9
 AB3679
 AB3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3679!SPC GA E     -   0.99999401  x   0.99991156  =   0.99990557
 AB3679!UTM  17      -   0.99999401  x   0.99967687  =   0.99967088
 AB3679
 AB3679                          SUPERSEDED SURVEY CONTROL
 AB3679
 AB3679  NAD 83(1986)-  32 31 02.57542(N)    081 50 26.37168(W) AD(       ) 2
 AB3679  NGVD 29 (05/08/96)   68.23   (m)          223.9    (f) LEVELING    3  
 AB3679
 AB3679.Superseded values are not recommended for survey control.
 AB3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3679.See file dsdata.txt to determine how the superseded data were derived.
 AB3679
 AB3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2104398097(NAD 83)
 AB3679_MARKER: DD = SURVEY DISK
 AB3679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3679
 AB3679  HISTORY     - Date     Condition        Report By
 AB3679  HISTORY     - 1981     MONUMENTED       GADT
 AB3679
 AB3679                          STATION DESCRIPTION
 AB3679
 AB3679'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3679'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) EAST-SOUTHEAST OF PORTAL,
 AB3679'9.25 KM (5.75 MI) NORTHWEST OF STATESBORO, AND 16.25 KM (10.1 MI)
 AB3679'SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3679'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT ABOUT 10.45 KM
 AB3679'(6.5 MI) NORTHWEST OF STATESBORO, GO EAST-SOUTHEAST ALONG U.S. HIGHWAY
 AB3679'80 AND 25 FOR 1.2 KM (0.75 MI) TO THE STATION ON THE RIGHT.
 AB3679'THE STATION IS A STANDARD GADT DISK STAMPED---016-208 1981 RM 1---,
 AB3679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3679'FLUSH WITH GROUND.  IT IS LOCATED 15.45 METERS (50.70 FT) SOUTHWEST
 AB3679'FROM THE CENTERLINE OF THE HIGHWAY, 56.45 METERS (185.2 FT) NORTHWEST
 AB3679'FROM THE NORTH END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT
 AB3679'DRIVEWAY TO THE SOUTH, AND 1.61 METERS (5.30 FT) EAST-SOUTHEAST FROM A
 AB3679'WITNESS POST.
 AB3679'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3679'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3679'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3680 ***********************************************************************
 AB3680  DESIGNATION -  BV 016 209
 AB3680  PID         -  AB3680
 AB3680  STATE/COUNTY-  GA/BULLOCH
 AB3680  USGS QUAD   -  PORTAL (1978)
 AB3680
 AB3680                         *CURRENT SURVEY CONTROL
 AB3680  ___________________________________________________________________
 AB3680* NAD 83(1994)-  32 31 14.39433(N)    081 54 19.61248(W)     ADJUSTED  
 AB3680* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 AB3680  ___________________________________________________________________
 AB3680  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AB3680  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 AB3680
 AB3680  HORZ ORDER  -  SECOND
 AB3680
 AB3680.The horizontal coordinates were established by classical geodetic methods
 AB3680.and adjusted by the National Geodetic Survey in September 1997..
 AB3680
 AB3680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3680
 AB3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3680
 AB3680.The geoid height was determined by GEOID03.
 AB3680
 AB3680;                    North         East     Units Scale Factor Converg.
 AB3680;SPC GA E     -   279,478.433   224,540.459   MT  0.99990742   +0 08 25.6
 AB3680;SPC GA E     -   916,922.16    736,679.82   sFT  0.99990742   +0 08 25.6
 AB3680;UTM  17      - 3,598,511.123   414,960.926   MT  0.99968917   -0 29 12.5
 AB3680
 AB3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3680!SPC GA E     -   0.99999057  x   0.99990742  =   0.99989799
 AB3680!UTM  17      -   0.99999057  x   0.99968917  =   0.99967974
 AB3680
 AB3680                          SUPERSEDED SURVEY CONTROL
 AB3680
 AB3680  NAD 83(1986)-  32 31 14.39192(N)    081 54 19.61191(W) AD(       ) 2
 AB3680  NGVD 29 (05/08/96)   90.0    (m)          295.     (f) VERT ANG       
 AB3680
 AB3680.Superseded values are not recommended for survey control.
 AB3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3680.See file dsdata.txt to determine how the superseded data were derived.
 AB3680
 AB3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1496198511(NAD 83)
 AB3680_MARKER: DD = SURVEY DISK
 AB3680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3680
 AB3680  HISTORY     - Date     Condition        Report By
 AB3680  HISTORY     - 1981     MONUMENTED       GADT
 AB3680
 AB3680                          STATION DESCRIPTION
 AB3680
 AB3680'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3680'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF PORTAL, 5.2
 AB3680'KM (3.2 MI) WEST OF HOPEULIKIT, AND 14 KM (8.7 MI) NORTHWEST OF
 AB3680'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3680'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT. LOCATED ABOUT
 AB3680'10.3 KM (6.4 MI) NORTHWEST OF STATESBORO.  GO WESTERLY ALONG U.S.
 AB3680'HIGHWAY 80 FOR 10.3 KM (2.45 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3680'98 TO THE LEFT.  CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 0.5 KM (0.3
 AB3680'MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ALONG U.S. HIGHWAY
 AB3680'80 FOR 1.04 KM (0.65 MI) TO THE STATION ON THE LEFT.
 AB3680'THE STATION IS A STANDARD GADT DISK STAMPED---016-209 1981---, SET
 AB3680'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3680'11 CM BELOW THE GROUND.  IT IS LOCATED 14.17 METERS (46.5 FT)
 AB3680'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 31.08 METERS (102
 AB3680'FT) SOUTH-SOUTHWEST FROM A TELEPHONE POLE ON THE NORTH SIDE OF THE
 AB3680'ROAD, 35.81 METERS (117.5 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL ON
 AB3680'THE NORTH SIDE OF THE ROAD, 71.62 METERS (235 FT) WEST-NORTHWEST FROM
 AB3680'THE WEST END OF A 15 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE
 AB3680'SOUTH, 1.28 METERS (4.2 FT) NORTH FROM A FENCELINE, AND 1.28 METERS
 AB3680'(4.2 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3680'A STANDARD GADT DISK STAMPED---016-209 1981---, SET INTO AN IRREGULAR
 AB3680'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3680'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-209
 AB3680'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3680'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 14.02 METERS
 AB3680'(46 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 49.83
 AB3680'METERS (163.5 FT) WEST-NORTHWEST FROM THE WEST END OF THE 15 INCH
 AB3680'CONCRETE PIPE UNDER THE DRIVEWAY TO THE SOUTH, 29.87 METERS (98 FT)
 AB3680'SOUTH-SOUTHWEST FROM THE TELEPHONE PEDESTAL, 37.18 METERS (122 FT)
 AB3680'SOUTH FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, 1.58 METERS
 AB3680'(5.2 FT) NORTH-NORTHEAST FROM A FENCELINE, 1.28 METERS (4.2 FT)
 AB3680'NORTH-NORTHEAST FROM A WITNESS POST. MARK IS ABOVE STATION .15 METERS.
 AB3680'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-209 1981
 AB3680'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3680'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 14.02 METERS (46 FT) SOUTH
 AB3680'FROM THE CENTERLINE OF THE HIGHWAY, 31.08 METERS (102 FT) SOUTH FROM A
 AB3680'POWER POLE NUMBERED 30 A ON THE NORTH SIDE OF THE HIGHWAY, 13.87
 AB3680'METERS (45.5 FT) NORTH FROM A FENCELINE WHICH IS IN THE CENTER OF AN
 AB3680'OLD RAILROAD BED, 5.02 METERS (16.5 FT) WEST FROM A 12 INCH PINE TREE,
 AB3680'AND 1.06 METERS (3.5 FT) NORTHWEST FROM A WITNESS POST. THE
 AB3680'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-209 1981 AZ
 AB3680'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3680'SURFACE OF THE GROUND.
 AB3680'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3680'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3680'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3681 ***********************************************************************
 AB3681  DESIGNATION -  BV 016 209 AZ MK
 AB3681  PID         -  AB3681
 AB3681  STATE/COUNTY-  GA/BULLOCH
 AB3681  USGS QUAD   -  PORTAL (1978)
 AB3681
 AB3681                         *CURRENT SURVEY CONTROL
 AB3681  ___________________________________________________________________
 AB3681* NAD 83(1994)-  32 30 59.69654(N)    081 53 44.72796(W)     ADJUSTED  
 AB3681* NAVD 88     -        91.3    (meters)     300.     (feet)  VERTCON   
 AB3681  ___________________________________________________________________
 AB3681  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AB3681  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AB3681
 AB3681  HORZ ORDER  -  SECOND
 AB3681
 AB3681.The horizontal coordinates were established by classical geodetic methods
 AB3681.and adjusted by the National Geodetic Survey in September 1997..
 AB3681
 AB3681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3681
 AB3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3681
 AB3681.The geoid height was determined by GEOID03.
 AB3681
 AB3681;                    North         East     Units Scale Factor Converg.
 AB3681;SPC GA E     -   279,027.992   225,451.963   MT  0.99990799   +0 08 44.3
 AB3681;SPC GA E     -   915,444.34    739,670.32   sFT  0.99990799   +0 08 44.3
 AB3681;UTM  17      - 3,598,050.832   415,867.245   MT  0.99968728   -0 28 53.5
 AB3681
 AB3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3681!SPC GA E     -   0.99999034  x   0.99990799  =   0.99989833
 AB3681!UTM  17      -   0.99999034  x   0.99968728  =   0.99967762
 AB3681
 AB3681                          SUPERSEDED SURVEY CONTROL
 AB3681
 AB3681  NAD 83(1986)-  32 30 59.69398(N)    081 53 44.72747(W) AD(       ) 2
 AB3681  NGVD 29 (05/08/96)   91.5    (m)          300.     (f) VERT ANG       
 AB3681
 AB3681.Superseded values are not recommended for survey control.
 AB3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3681.See file dsdata.txt to determine how the superseded data were derived.
 AB3681
 AB3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1586798051(NAD 83)
 AB3681_MARKER: DD = SURVEY DISK
 AB3681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3681
 AB3681  HISTORY     - Date     Condition        Report By
 AB3681  HISTORY     - 1981     MONUMENTED       GADT
 AB3681
 AB3681                          STATION DESCRIPTION
 AB3681
 AB3681'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3681'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTHEAST OF PORTAL, 4.2 KM
 AB3681'(2.6 MI) WEST OF HOPEULIKIT, AND 12.9 KM (8 MI) NORTHWEST OF
 AB3681'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3681'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT, LOCATED ABOUT
 AB3681'10.3 KM (6.4 MI) NORTHWEST OF STATESBORO, GO WESTERLY ALONG U.S.
 AB3681'HIGHWAY 80 FOR 10.3 KM (2.45 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3681'98 TO THE LEFT.  CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 0.5 KM (0.3
 AB3681'MI) TO THE STATION ON THE LEFT.
 AB3681'THE STATION IS A STANDARD GADT DISK STAMPED---016-209 1981 AZ MK---,
 AB3681'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3681'FLUSH WITH GROUND.  IT IS LOCATED 14.02 METERS (46 FT) SOUTH FROM THE
 AB3681'CENTERLINE OF THE HIGHWAY, 31.08 METERS (102 FT) SOUTH FROM A POWER
 AB3681'POLE NUMBERED 30 A ON THE NORTH SIDE OF THE ROAD, 13.87 METERS (45.5
 AB3681'FT) NORTH FROM A FENCELINE WHICH IS IN THE CENTER OF AN OLD RAIL ROAD
 AB3681'BED, 5.02 METERS (16.5 FT) WEST FROM A 12 INCH PINE TREE, AND 1.06
 AB3681'METERS (3.5 FT) NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3681'A STANDARD GADT DISK STAMPED---016-209 1981 AZ MK---, SET INTO AN
 AB3681'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3681'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGWAY MAP BULLOCH COUNTY
 AB3681'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3681'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3682 ***********************************************************************
 AB3682  DESIGNATION -  BV 016 209 RM 1
 AB3682  PID         -  AB3682
 AB3682  STATE/COUNTY-  GA/BULLOCH
 AB3682  USGS QUAD   -  PORTAL (1978)
 AB3682
 AB3682                         *CURRENT SURVEY CONTROL
 AB3682  ___________________________________________________________________
 AB3682* NAD 83(1994)-  32 31 14.07888(N)    081 54 18.86438(W)     ADJUSTED  
 AB3682* NAVD 88     -        90.12   (+/-2cm)     295.7    (feet)  VERTCON   
 AB3682  ___________________________________________________________________
 AB3682  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AB3682  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 AB3682
 AB3682  HORZ ORDER  -  SECOND
 AB3682  VERT ORDER  -  THIRD (See Below)
 AB3682
 AB3682.The horizontal coordinates were established by classical geodetic methods
 AB3682.and adjusted by the National Geodetic Survey in September 1997..
 AB3682
 AB3682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3682.The vertical order pertains to the NGVD 29 superseded value.
 AB3682
 AB3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3682
 AB3682.The geoid height was determined by GEOID03.
 AB3682
 AB3682;                    North         East     Units Scale Factor Converg.
 AB3682;SPC GA E     -   279,468.765   224,560.005   MT  0.99990744   +0 08 26.0
 AB3682;SPC GA E     -   916,890.44    736,743.95   sFT  0.99990744   +0 08 26.0
 AB3682;UTM  17      - 3,598,501.243   414,980.361   MT  0.99968913   -0 29 12.1
 AB3682
 AB3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3682!SPC GA E     -   0.99999052  x   0.99990744  =   0.99989796
 AB3682!UTM  17      -   0.99999052  x   0.99968913  =   0.99967965
 AB3682
 AB3682                          SUPERSEDED SURVEY CONTROL
 AB3682
 AB3682  NAD 83(1986)-  32 31 14.07646(N)    081 54 18.86380(W) AD(       ) 2
 AB3682  NGVD 29 (05/08/96)   90.35   (m)          296.4    (f) LEVELING    3  
 AB3682
 AB3682.Superseded values are not recommended for survey control.
 AB3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3682.See file dsdata.txt to determine how the superseded data were derived.
 AB3682
 AB3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1498098501(NAD 83)
 AB3682_MARKER: DD = SURVEY DISK
 AB3682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3682
 AB3682  HISTORY     - Date     Condition        Report By
 AB3682  HISTORY     - 1981     MONUMENTED       GADT
 AB3682
 AB3682                          STATION DESCRIPTION
 AB3682
 AB3682'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3682'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF PORTAL, 5.2
 AB3682'KM (3.2 MI) WEST OF HOPEULIKIT, AND 14 KM (8.7 MI)  NORTHWEST OF
 AB3682'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3682'26) AND U.S. HIGHWAY 25 (STATE ROUTE 67) IN HOPEULIKIT, GO WESTERLY
 AB3682'ALONG U.S. HIGHWAY 80 FOR 10.3 KM (2.45 MI) TO THE JUNCTION OF PAVED
 AB3682'COUNTY ROAD 98 TO THE LEFT.  CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR
 AB3682'1.55 KM (0.95 MI) TO THE STATION ON THE LEFT.
 AB3682'THE STATION IS A STANDARD GADT DISK STAMPED---016-209 1981 RM 1---,
 AB3682'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3682'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 14.02 METERS (46 FT)
 AB3682'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 49.83 METERS
 AB3682'(163.5 FT) WEST-NORTHWEST FROM THE WEST END OF A 15 INCH CONCRETE PIPE
 AB3682'UNDER A DRIVEWAY TO THE SOUTH, 29.87 METERS (98 FT) SOUTH-SOUTHWEST
 AB3682'FROM A TELEPHONE PEDESTAL ON THE NORTH SIDE OF THE ROAD, 37.18 METERS
 AB3682'(122 FT) SOUTH FROM A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY,
 AB3682'1.58 METERS (5.2 FT) NORTH-NORTHEAST FROM A FENCELINE, AND 1.28 METERS
 AB3682'(4.2 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 AB3682'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3682'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3682'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6478 ***********************************************************************
 CK6478  DESIGNATION -  BV 016 21
 CK6478  PID         -  CK6478
 CK6478  STATE/COUNTY-  GA/BULLOCH
 CK6478  USGS QUAD   -  STATESBORO (1993)
 CK6478
 CK6478                         *CURRENT SURVEY CONTROL
 CK6478  ___________________________________________________________________
 CK6478* NAD 83(1994)-  32 23 54.33501(N)    081 48 37.53085(W)     ADJUSTED  
 CK6478* NAVD 88     -        63.3    (meters)     208.     (feet)  VERT ANG  
 CK6478  ___________________________________________________________________
 CK6478  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CK6478  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CK6478
 CK6478  HORZ ORDER  -  THIRD
 CK6478
 CK6478.The horizontal coordinates were established by classical geodetic methods
 CK6478.and adjusted by the National Geodetic Survey in September 1997..
 CK6478
 CK6478.The orthometric height was determined by vertical angle observations.
 CK6478
 CK6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6478
 CK6478.The geoid height was determined by GEOID03.
 CK6478
 CK6478;                    North         East     Units Scale Factor Converg.
 CK6478;SPC GA E     -   265,949.890   233,512.734   MT  0.99991384   +0 11 27.2
 CK6478;SPC GA E     -   872,537.26    766,116.36   sFT  0.99991384   +0 11 27.2
 CK6478;UTM  17      - 3,584,888.470   423,782.784   MT  0.99967163   -0 26 03.3
 CK6478
 CK6478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6478!SPC GA E     -   0.99999476  x   0.99991384  =   0.99990860
 CK6478!UTM  17      -   0.99999476  x   0.99967163  =   0.99966639
 CK6478
 CK6478|---------------------------------------------------------------------|
 CK6478| PID    Reference Object                     Distance      Geod. Az  |
 CK6478|                                                           dddmmss.s |
 CK6478| CK6479 BV 016 22                           304.597 METERS 09300     |
 CK6478|---------------------------------------------------------------------|
 CK6478
 CK6478                          SUPERSEDED SURVEY CONTROL
 CK6478
 CK6478  NAD 83(1986)-  32 23 54.33130(N)    081 48 37.53345(W) AD(       ) 3
 CK6478
 CK6478.Superseded values are not recommended for survey control.
 CK6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6478.See file dsdata.txt to determine how the superseded data were derived.
 CK6478
 CK6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2378384888(NAD 83)
 CK6478_MARKER: DD = SURVEY DISK
 CK6478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6478+STABILITY: SURFACE MOTION
 CK6478
 CK6478  HISTORY     - Date     Condition        Report By
 CK6478  HISTORY     - 1978     MONUMENTED       GADT
 CK6478
 CK6478                          STATION DESCRIPTION
 CK6478
 CK6478'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6478'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) SOUTH-SOUTHWEST OF
 CK6478'STATESBORO, 14 KM (8.7 MI) EAST OF PULASKI, AND 14.15 KM
 CK6478'(8.8 MI) WEST OF BROOKLET.
 CK6478'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6478'
 CK6478'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN
 CK6478'STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 6.95 KM
 CK6478'(4.3 MI) TO THE JUNCTION OF COUNTY ROAD 233 TO THE LEFT.
 CK6478'TURN LEFT GOING EAST ALONG COUNTY ROAD 233 FOR 0.9 KM (0.55 MI)
 CK6478'TO THE STATION ON THE RIGHT.
 CK6478'
 CK6478'THE STATION IS A STANDARD GADT DISK
 CK6478'STAMPED---016-21---,
 CK6478'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6478'FLUSH WITH GROUND.  IT IS LOCATED
 CK6478'6.7 METERS (22 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 CK6478'10.97 METERS (36 FT) SOUTHWEST FROM THE POINT OF INTERSECTION
 CK6478'OF THE CENTERLINES OF COUNTY ROAD 233 AND A DIRT ROAD TO THE
 CK6478'NORTH,
 CK6478'9.69 METERS (31.8 FT) WEST FROM A POWER POLE, AND
 CK6478'4.26 METERS (14 FT) NORTHEAST FROM A WITNESS POST.
 CK6478'THE UNDERGROUND MARK IS A STANDARD ADT DISK
 CK6478'STAMPED---016-21---,
 CK6478'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6478'
 CK6478'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6478'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6478'
 CK6478'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3683 ***********************************************************************
 AB3683  DESIGNATION -  BV 016 210
 AB3683  PID         -  AB3683
 AB3683  STATE/COUNTY-  GA/BULLOCH
 AB3683  USGS QUAD   -  STATESBORO (1993)
 AB3683
 AB3683                         *CURRENT SURVEY CONTROL
 AB3683  ___________________________________________________________________
 AB3683* NAD 83(1994)-  32 29 36.32793(N)    081 48 51.67791(W)     ADJUSTED  
 AB3683* NAVD 88     -        75.53   (+/-2cm)     247.8    (feet)  VERTCON   
 AB3683  ___________________________________________________________________
 AB3683  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3683  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AB3683
 AB3683  HORZ ORDER  -  SECOND
 AB3683  VERT ORDER  -  THIRD (See Below)
 AB3683
 AB3683.The horizontal coordinates were established by classical geodetic methods
 AB3683.and adjusted by the National Geodetic Survey in September 1997..
 AB3683
 AB3683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3683.The vertical order pertains to the NGVD 29 superseded value.
 AB3683
 AB3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3683
 AB3683.The geoid height was determined by GEOID03.
 AB3683
 AB3683;                    North         East     Units Scale Factor Converg.
 AB3683;SPC GA E     -   276,482.470   233,108.298   MT  0.99991351   +0 11 21.4
 AB3683;SPC GA E     -   907,092.90    764,789.47   sFT  0.99991351   +0 11 21.4
 AB3683;UTM  17      - 3,595,422.292   423,493.506   MT  0.99967218   -0 26 15.0
 AB3683
 AB3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3683!SPC GA E     -   0.99999283  x   0.99991351  =   0.99990634
 AB3683!UTM  17      -   0.99999283  x   0.99967218  =   0.99966502
 AB3683
 AB3683                          SUPERSEDED SURVEY CONTROL
 AB3683
 AB3683  NAD 83(1986)-  32 29 36.32493(N)    081 48 51.67814(W) AD(       ) 2
 AB3683  NGVD 29 (05/08/96)   75.76   (m)          248.6    (f) LEVELING    3  
 AB3683
 AB3683.Superseded values are not recommended for survey control.
 AB3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3683.See file dsdata.txt to determine how the superseded data were derived.
 AB3683
 AB3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2349495422(NAD 83)
 AB3683_MARKER: DD = SURVEY DISK
 AB3683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3683
 AB3683  HISTORY     - Date     Condition        Report By
 AB3683  HISTORY     - 1981     MONUMENTED       GADT
 AB3683
 AB3683                          STATION DESCRIPTION
 AB3683
 AB3683'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3683'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)M NORTH-NORTHWEST OF
 AB3683'STATESBORO, 12.1 KM (7.5 MI) EAST-SOUTHEAST OF PORTAL, AND 18.5 KM
 AB3683'(11.5 MI) SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3683'WAY.
 AB3683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3683'ROUTE 73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3683'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.85 KM (1.15 MI) TO
 AB3683'THE JUNCTION OF PAVED COUNTY ROAD 4 CROSSING.  CONTINUE GOING
 AB3683'NORTHWEST ALONG U.S. HIGHWAY 25 FOR 3.4 KM (2,1 MI) TO REFERENCE MARK
 AB3683'2 ON THE LEFT NEAR THE JUNCTION OF THE DRIVEWAY ENTRANCE TO THE NORTH
 AB3683'SIDE SCHOOL TO THE LEFT.  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY
 AB3683'25 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 9 (FOUND AS
 AB3683'COUNTY ROAD 6 IN THE STOP SIGN) FORKING TO THE RIGHT. AND THE STATION
 AB3683'ON THE RIGHT.
 AB3683'THE STATION IS A STANDARD GADT DISK STAMPED---016-210 1981---, SET
 AB3683'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3683'2.5 CM BELOW THE GROUND.  IT IS LOCATED 10.66 METERS (35 FT) NORTHEAST
 AB3683'FROM THE CENTERLINE OF THE NORTHWEST BOUND LANE OF U.S. HIGHWAY 25 AND
 AB3683'U.S. HIGHWAY 80, 7.92 METERS (26 FT) WEST FROM THE CENTERLINE OF
 AB3683'COUNTY ROAD 9, 2.44 METERS (8 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST
 AB3683'END OF A 15 INCH CONCRETE PIPE UNDER THE COUNTY ROAD, 17.06 METERS (56
 AB3683'FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE ON THE NORTH SIDE OF U.S.
 AB3683'HIGHWAYS 25 AND 80, AND 1.0 METERS (3.3 FT) SOUTH FROM A WITNESS POST.
 AB3683'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-211
 AB3683'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3683'SURFACE.
 AB3683'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-210
 AB3683'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3683'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 15.7 METERS (51.5 FT)
 AB3683'NORTHEAST FROM THE CENTERLINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 25
 AB3683'AND U.S. HIGHWAY 80, 13.56 METERS (44.5 FT) NORTHWEST FROM THE
 AB3683'TELEPHONE POLE, 10.66 METERS (35 FT) SOUTH-SOUTHEAST FROM A POWER
 AB3683'POLE, AND 3.41 METERS (11.2 FT) SOUTHWEST FROM A WITNESS POST. MARK IS
 AB3683'BELOW STATION 1.2 METERS.
 AB3683'REFERENCE MARK NUMBER 02 IS A STANDARD GADT DISK STAMPED---016-210
 AB3683'1981 RM 2---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3683'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 16.61 METERS
 AB3683'(54.5 FT) SOUTHWEST FROM THE CENTERLINE OF U.S. HIGHWAYS 25 AND 80,
 AB3683'13.1 METERS (43 FT) NORTHEAST FROM THE CENTERLINE OF THE DRIVEWAY TO
 AB3683'THE NORTH SIDE SCHOOL, 20.54 METERS (67.4 FT) NORTHEAST FROM THE
 AB3683'NORTHWEST CORNER OF THE FOOTING OF THE SIGN FOR THE NORTHSIDE SCHOOL,
 AB3683'AND 1.31 METERS (4.3 FT) NORTH FROM A POWER POLE. MARK IS LEVEL WITH
 AB3683'STATION. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3683'STAMPED---016-210 1981 RM 2---,SET IN AN IRREGULAR MASS OF CONCRETE
 AB3683'0.91 METER BELOW GROUND SURFACE.
 AB3683'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP  BULLOCH COUNTY
 AB3683'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3683'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3684 ***********************************************************************
 AB3684  DESIGNATION -  BV 016 210 RM 1
 AB3684  PID         -  AB3684
 AB3684  STATE/COUNTY-  GA/BULLOCH
 AB3684  USGS QUAD   -  STATESBORO (1993)
 AB3684
 AB3684                         *CURRENT SURVEY CONTROL
 AB3684  ___________________________________________________________________
 AB3684* NAD 83(1994)-  32 29 37.11281(N)    081 48 52.27445(W)     ADJUSTED  
 AB3684* NAVD 88     -        74.84   (+/-2cm)     245.5    (feet)  VERTCON   
 AB3684  ___________________________________________________________________
 AB3684  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3684  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AB3684
 AB3684  HORZ ORDER  -  SECOND
 AB3684  VERT ORDER  -  THIRD (See Below)
 AB3684
 AB3684.The horizontal coordinates were established by classical geodetic methods
 AB3684.and adjusted by the National Geodetic Survey in September 1997..
 AB3684
 AB3684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3684.The vertical order pertains to the NGVD 29 superseded value.
 AB3684
 AB3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3684
 AB3684.The geoid height was determined by GEOID03.
 AB3684
 AB3684;                    North         East     Units Scale Factor Converg.
 AB3684;SPC GA E     -   276,506.594   233,092.646   MT  0.99991350   +0 11 21.0
 AB3684;SPC GA E     -   907,172.05    764,738.12   sFT  0.99991350   +0 11 21.0
 AB3684;UTM  17      - 3,595,446.580   423,478.123   MT  0.99967221   -0 26 15.3
 AB3684
 AB3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3684!SPC GA E     -   0.99999294  x   0.99991350  =   0.99990644
 AB3684!UTM  17      -   0.99999294  x   0.99967221  =   0.99966515
 AB3684
 AB3684                          SUPERSEDED SURVEY CONTROL
 AB3684
 AB3684  NAD 83(1986)-  32 29 37.10982(N)    081 48 52.27468(W) AD(       ) 2
 AB3684  NGVD 29 (05/08/96)   75.08   (m)          246.3    (f) LEVELING    3  
 AB3684
 AB3684.Superseded values are not recommended for survey control.
 AB3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3684.See file dsdata.txt to determine how the superseded data were derived.
 AB3684
 AB3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2347895447(NAD 83)
 AB3684_MARKER: DD = SURVEY DISK
 AB3684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3684
 AB3684  HISTORY     - Date     Condition        Report By
 AB3684  HISTORY     - 1981     MONUMENTED       GADT
 AB3684
 AB3684                          STATION DESCRIPTION
 AB3684
 AB3684'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3684'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH-NORTHWEST OF
 AB3684'STATESBORO, 12.1 KM (7.5 MI) EAST-SOUTHEAST OF PORTAL, AND 18.5 KM
 AB3684'(11.5 MI) SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3684'WAY.
 AB3684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3684'ROUTE 73) AND U.S. HIGHWAYS 26 AND 67) IN STATESBORO, GO WEST THEN
 AB3684'NORTHWEST ALONG U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) FOR 1.85 KM
 AB3684'(1.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 4 CROSSING. CONTINUE
 AB3684'GOING NORTHWEST ALONG U.S. HIGHWAY 25 FOR 3.7 KM (2.3 MI) TO THE
 AB3684'JUNCTION OF DIRT COUNTY ROAD 9 (FOUND AS COUNTY ROAD 6 IN THE ROAD
 AB3684'STOP SIGN) FORKING TO THE RIGHT AND THE STATION.
 AB3684'THE STATION IS A STANDARD GADT DISK STAMPED---016-210 1981 RM 1---,
 AB3684'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3684'FLUSH WITH GROUND.  IT IS LOCATED 15.7 METERS (51.5 FT) NORTHEAST FROM
 AB3684'THE CENTERLINE OF THE NORTHWEST LANE OF U.S. HIGHWAY 25, 13.56 METERS
 AB3684'(44.5 FT) NORTHWEST FROM A TELEPHONE POLE, 10.66 METERS (35 FT)
 AB3684'SOUTH-SOUTHEAST FROM A POWER POLE, AND 3.41 METERS (11.2 FT) SOUTHWEST
 AB3684'FROM A WITNESS POST.
 AB3684'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3684'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3684'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3685 ***********************************************************************
 AB3685  DESIGNATION -  BV 016 210 RM 2
 AB3685  PID         -  AB3685
 AB3685  STATE/COUNTY-  GA/BULLOCH
 AB3685  USGS QUAD   -  STATESBORO (1993)
 AB3685
 AB3685                         *CURRENT SURVEY CONTROL
 AB3685  ___________________________________________________________________
 AB3685* NAD 83(1994)-  32 29 28.33929(N)    081 48 45.59561(W)     ADJUSTED  
 AB3685* NAVD 88     -        75.0    (meters)     246.     (feet)  VERTCON   
 AB3685  ___________________________________________________________________
 AB3685  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AB3685  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AB3685
 AB3685  HORZ ORDER  -  SECOND
 AB3685
 AB3685.The horizontal coordinates were established by classical geodetic methods
 AB3685.and adjusted by the National Geodetic Survey in September 1997..
 AB3685
 AB3685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3685
 AB3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3685
 AB3685.The geoid height was determined by GEOID03.
 AB3685
 AB3685;                    North         East     Units Scale Factor Converg.
 AB3685;SPC GA E     -   276,236.934   233,267.888   MT  0.99991364   +0 11 24.6
 AB3685;SPC GA E     -   906,287.34    765,313.06   sFT  0.99991364   +0 11 24.6
 AB3685;UTM  17      - 3,595,175.085   423,650.363   MT  0.99967188   -0 26 11.6
 AB3685
 AB3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3685!SPC GA E     -   0.99999292  x   0.99991364  =   0.99990656
 AB3685!UTM  17      -   0.99999292  x   0.99967188  =   0.99966480
 AB3685
 AB3685                          SUPERSEDED SURVEY CONTROL
 AB3685
 AB3685  NAD 83(1986)-  32 29 28.33629(N)    081 48 45.59586(W) AD(       ) 2
 AB3685  NGVD 29 (05/08/96)   75.2    (m)          247.     (f) VERT ANG       
 AB3685
 AB3685.Superseded values are not recommended for survey control.
 AB3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3685.See file dsdata.txt to determine how the superseded data were derived.
 AB3685
 AB3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2365095175(NAD 83)
 AB3685_MARKER: DD = SURVEY DISK
 AB3685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3685
 AB3685  HISTORY     - Date     Condition        Report By
 AB3685  HISTORY     - 1981     MONUMENTED       GADT
 AB3685
 AB3685                          STATION DESCRIPTION
 AB3685
 AB3685'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3685'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTH-NORTHWEST OF
 AB3685'STATESBORO, 12.5 KM (7.75 MI) EAST-SOUTHEAST OF PORTAL, AND 18.9 KM
 AB3685'(11.75 MI) SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3685'WAY.
 AB3685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3685'ROUTE 73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3685'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.85 KM (1.15 MI) TO
 AB3685'THE JUNCTION OF PAVED COUNTY ROAD 4 CROSSING.  CONTINUE GOING
 AB3685'NORTHWEST ALONG U.S. HIGHWAY 25 FOR 3.4 KM (2.1 MI) TO THE STATION ON
 AB3685'THE LEFT NEAR THE DRIVEWAY ENTRANCE TO THE NORTHSIDE SCHOOL TO THE
 AB3685'LEFT.
 AB3685'THE STATION IS A STANDARD GADT DISK STAMPED---016-210 1981 RM 2---,
 AB3685'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3685'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 16.61 METERS (54.5
 AB3685'FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 13.1 METERS (43 FT)
 AB3685'NORTHEAST FROM THE CENTERLINE OF THE NORTHSIDE SCHOOL DRIVEWAY
 AB3685'ENTRANCE TO THE LEFT, 20.54 METERS (67.4 FT) NORTHEAST FROM THE
 AB3685'NORTHWEST CORNER OF THE FOOTING OF THE SIGN FOR THE NORTHSIDE SCHOOL,
 AB3685'AND 1.31 METERS (4.3 FT) NORTH FROM A POWER POLE. THE UNDERGROUND MARK
 AB3685'IS A STANDARD GADT DISK STAMPED---016-210 RM 2---, SET INTO AN
 AB3685'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3685'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3685'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3685'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3686 ***********************************************************************
 AB3686  DESIGNATION -  BV 016 211
 AB3686  PID         -  AB3686
 AB3686  STATE/COUNTY-  GA/BULLOCH
 AB3686  USGS QUAD   -  STATESBORO (1993)
 AB3686
 AB3686                         *CURRENT SURVEY CONTROL
 AB3686  ___________________________________________________________________
 AB3686* NAD 83(1994)-  32 29 47.73481(N)    081 49 03.30101(W)     ADJUSTED  
 AB3686* NAVD 88     -        70.4    (meters)     231.     (feet)  VERTCON   
 AB3686  ___________________________________________________________________
 AB3686  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AB3686  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AB3686
 AB3686  HORZ ORDER  -  SECOND
 AB3686
 AB3686.The horizontal coordinates were established by classical geodetic methods
 AB3686.and adjusted by the National Geodetic Survey in September 1997..
 AB3686
 AB3686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3686
 AB3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3686
 AB3686.The geoid height was determined by GEOID03.
 AB3686
 AB3686;                    North         East     Units Scale Factor Converg.
 AB3686;SPC GA E     -   276,832.821   232,803.737   MT  0.99991327   +0 11 15.2
 AB3686;SPC GA E     -   908,242.35    763,790.26   sFT  0.99991327   +0 11 15.2
 AB3686;UTM  17      - 3,595,775.869   423,192.868   MT  0.99967274   -0 26 21.4
 AB3686
 AB3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3686!SPC GA E     -   0.99999364  x   0.99991327  =   0.99990691
 AB3686!UTM  17      -   0.99999364  x   0.99967274  =   0.99966639
 AB3686
 AB3686                          SUPERSEDED SURVEY CONTROL
 AB3686
 AB3686  NAD 83(1986)-  32 29 47.73170(N)    081 49 03.30108(W) AD(       ) 2
 AB3686  NGVD 29 (05/08/96)   70.6    (m)          232.     (f) VERT ANG       
 AB3686
 AB3686.Superseded values are not recommended for survey control.
 AB3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3686.See file dsdata.txt to determine how the superseded data were derived.
 AB3686
 AB3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2319395776(NAD 83)
 AB3686_MARKER: DD = SURVEY DISK
 AB3686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3686
 AB3686  HISTORY     - Date     Condition        Report By
 AB3686  HISTORY     - 1981     MONUMENTED       GADT
 AB3686
 AB3686                          STATION DESCRIPTION
 AB3686
 AB3686'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3686'THE STATION IS LOCATED ABOUT 6.5 KM (3.9 MI)NORTH-NORTHWEST OF
 AB3686'STATESBORO, 11.4 KM (7.1 MI) EAST-SOUTHEAST OF PORTAL, AND 18.4 KM
 AB3686'(11.4 MI) SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3686'WAY.
 AB3686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3686'ROUTE 73) AND U.S. HIGHWAY 80 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3686'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.9 KM (1.15 MI) TO
 AB3686'THE JUNCTION OF PAVED COUNTY ROAD 4 CROSSING. CONTINUE GOING NORTHWEST
 AB3686'ALONG U.S. HIGHWAY 25 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF DIRT
 AB3686'COUNTY ROAD 9 FORKING TO THE RIGHT (STOP SIGN IN THE ROAD SHOWS IT AS
 AB3686'BEING COUNTY ROAD 6).  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25
 AB3686'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 AB3686'THE STATION IS A STANDARD GADT DISK STAMPED---016 211 1981---, SET
 AB3686'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3686'5 CM BELOW THE GROUND.  IT IS LOCATED 6.7 METERS (22 FT) SOUTHWEST
 AB3686'FROM THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAYS 25 AND
 AB3686'80, 13.10 METERS (43 FT) NORTHEAST FROM THE CENTERLINE OF THE SOUTH
 AB3686'BOUND LANE OF U.S. HIGHWAY 25 AND U.S. HIGHWAY 80, 53.4 METERS (175.2
 AB3686'FT) NORTH-NORTHWEST FROM THE CENTER POINT OF A CONCRETE CATCH BASIN
 AB3686'LOCATED IN THE MEDIAN, AND 1.12 METERS (3.7 FT) EAST FROM A WITNESS
 AB3686'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-211
 AB3686'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3686'SURFACE.
 AB3686'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-211
 AB3686'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3686'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 7.01 METERS
 AB3686'(23 FT) SOUTHWEST FROM THE CENTERLINE OF THE NORTH BOUND LANE, 12.95
 AB3686'METERS (42.5 FT) NORTHEAST FROM THE CENTERLINE OF THE SOUTH BOUND
 AB3686'LANE, 32.81 METERS (110.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 AB3686'CONCRETE CATCH BASIN, AND 20.94 METERS (68.7 FT) SOUTH-SOUTHEAST FROM
 AB3686'THE WITNESS POST SET AT THE STATION. MARK IS BELOW STATION .30 METERS.
 AB3686'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---016-211 1981 AZ
 AB3686'MK---, SET IN A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED 8
 AB3686'CM BELOW THE GROUND.  IT IS LOCATED 19.96 METERS (65.5 FT) SOUTHWEST
 AB3686'FROM THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY, 6.25
 AB3686'METERS (20.5 FT) NORTHWEST FROM A TELEPHONE POLE, AND 0.36 METER (3.9
 AB3686'FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3686'GADT DISK STAMPED---016-211 1981 AZ MK---, SET IN AN IRREGULAR MASS OF
 AB3686'CONCRETE 0.91 METER BELOW THE GROUND. TO REACH THE AZIMUTH MARK FROM
 AB3686'THE STATION PROCEED NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.3 KM (0.8
 AB3686'MI) TO THE MARK ON THE LEFT.
 AB3686'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3686'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3686'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3687 ***********************************************************************
 AB3687  DESIGNATION -  BV 016 211 AZ MK
 AB3687  PID         -  AB3687
 AB3687  STATE/COUNTY-  GA/BULLOCH
 AB3687  USGS QUAD   -  HOPEULIKIT (1978)
 AB3687
 AB3687                         *CURRENT SURVEY CONTROL
 AB3687  ___________________________________________________________________
 AB3687* NAD 83(1994)-  32 30 20.61209(N)    081 49 28.72415(W)     ADJUSTED  
 AB3687* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 AB3687  ___________________________________________________________________
 AB3687  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AB3687  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AB3687
 AB3687  HORZ ORDER  -  SECOND
 AB3687
 AB3687.The horizontal coordinates were established by classical geodetic methods
 AB3687.and adjusted by the National Geodetic Survey in September 1997..
 AB3687
 AB3687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3687
 AB3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3687
 AB3687.The geoid height was determined by GEOID03.
 AB3687
 AB3687;                    North         East     Units Scale Factor Converg.
 AB3687;SPC GA E     -   277,843.340   232,136.863   MT  0.99991273   +0 11 01.7
 AB3687;SPC GA E     -   911,557.69    761,602.36   sFT  0.99991273   +0 11 01.7
 AB3687;UTM  17      - 3,596,793.380   422,537.247   MT  0.99967399   -0 26 35.4
 AB3687
 AB3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3687!SPC GA E     -   0.99999454  x   0.99991273  =   0.99990727
 AB3687!UTM  17      -   0.99999454  x   0.99967399  =   0.99966853
 AB3687
 AB3687                          SUPERSEDED SURVEY CONTROL
 AB3687
 AB3687  NAD 83(1986)-  32 30 20.60904(N)    081 49 28.72412(W) AD(       ) 2
 AB3687  NGVD 29 (05/08/96)   64.9    (m)          213.     (f) VERT ANG       
 AB3687
 AB3687.Superseded values are not recommended for survey control.
 AB3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3687.See file dsdata.txt to determine how the superseded data were derived.
 AB3687
 AB3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2253796793(NAD 83)
 AB3687_MARKER: DD = SURVEY DISK
 AB3687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3687
 AB3687  HISTORY     - Date     Condition        Report By
 AB3687  HISTORY     - 1981     MONUMENTED       GADT
 AB3687
 AB3687                          STATION DESCRIPTION
 AB3687
 AB3687'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3687'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTH-NORTHWEST OF
 AB3687'STATESBORO, 10.63 KM (6.6 MI) EAST-SOUTHEAST OF PORTAL, AND 17.2 KM
 AB3687'(10.7 MI) SOUTH FROM ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3687'WAY.
 AB3687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3687'ROUTE 73) AND U.S. HIGHWAY 80 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3687'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.9 KM (1.15 MI) TO
 AB3687'THE JUNCTION OF PAVED COUNTY ROAD 4 CROSSING. CONTINUE GOING NORTHWEST
 AB3687'ALONG U.S. HIGHWAY 25 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF DIRT
 AB3687'COUNTY ROAD 9 (SHOWN IN THE STOP SIGN AS COUNTY ROAD 6).  CONTINUE
 AB3687'GOING NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.8 KM (1.1 MI) TO THE
 AB3687'STATION ON THE LEFT SIDE OF THE SOUTH EAST BOUND LANE OF U.S. HIGHWAY
 AB3687'25.
 AB3687'THE STATION IS A STANDARD GADT DISK STAMPED---016-211 1981 AZ MK---,
 AB3687'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3687'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 19.96 METERS (65.5 FT)
 AB3687'SOUTHWEST FROM THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY,
 AB3687'6.25 METERS (20.50 FT) NORTHWEST FROM A TELEPHONE POLE, 0.36 METER
 AB3687'(3.9 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3687'STANDARD GADT DISK STAMPED---016-211 1981 AZ MK---, SET INTO AN
 AB3687'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3687'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3687'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3687'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3688 ***********************************************************************
 AB3688  DESIGNATION -  BV 016 211 RM 1
 AB3688  PID         -  AB3688
 AB3688  STATE/COUNTY-  GA/BULLOCH
 AB3688  USGS QUAD   -  STATESBORO (1993)
 AB3688
 AB3688                         *CURRENT SURVEY CONTROL
 AB3688  ___________________________________________________________________
 AB3688* NAD 83(1994)-  32 29 47.19834(N)    081 49 02.87664(W)     ADJUSTED  
 AB3688* NAVD 88     -        70.71   (+/-2cm)     232.0    (feet)  VERTCON   
 AB3688  ___________________________________________________________________
 AB3688  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AB3688  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AB3688
 AB3688  HORZ ORDER  -  SECOND
 AB3688  VERT ORDER  -  THIRD (See Below)
 AB3688
 AB3688.The horizontal coordinates were established by classical geodetic methods
 AB3688.and adjusted by the National Geodetic Survey in September 1997..
 AB3688
 AB3688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3688.The vertical order pertains to the NGVD 29 superseded value.
 AB3688
 AB3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3688
 AB3688.The geoid height was determined by GEOID03.
 AB3688
 AB3688;                    North         East     Units Scale Factor Converg.
 AB3688;SPC GA E     -   276,816.334   232,814.868   MT  0.99991327   +0 11 15.4
 AB3688;SPC GA E     -   908,188.26    763,826.78   sFT  0.99991327   +0 11 15.4
 AB3688;UTM  17      - 3,595,759.264   423,203.816   MT  0.99967272   -0 26 21.1
 AB3688
 AB3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3688!SPC GA E     -   0.99999359  x   0.99991327  =   0.99990686
 AB3688!UTM  17      -   0.99999359  x   0.99967272  =   0.99966631
 AB3688
 AB3688                          SUPERSEDED SURVEY CONTROL
 AB3688
 AB3688  NAD 83(1986)-  32 29 47.19523(N)    081 49 02.87671(W) AD(       ) 2
 AB3688  NGVD 29 (05/08/96)   70.95   (m)          232.8    (f) LEVELING    3  
 AB3688
 AB3688.Superseded values are not recommended for survey control.
 AB3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3688.See file dsdata.txt to determine how the superseded data were derived.
 AB3688
 AB3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2320495759(NAD 83)
 AB3688_MARKER: DD = SURVEY DISK
 AB3688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3688
 AB3688  HISTORY     - Date     Condition        Report By
 AB3688  HISTORY     - 1981     MONUMENTED       GADT
 AB3688
 AB3688                          STATION DESCRIPTION
 AB3688
 AB3688'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3688'THE STATION IS LOCATED ABOUT 6.5 KM (3.9 MI) NORTH-NORTHWEST OF
 AB3688'STATESBORO, 11.4 KM (7.1 MI) EAST-SOUTHEAST OF PORTAL, AND 18.4 KM
 AB3688'(11.4 MI) SOUTH OF ROCKY FORD. OWNERSHIP--STATE RIGHT OF WAY.
 AB3688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3688'ROUTE 73) AND U.S. HIGHWAY 80 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3688'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 1.9 KM (1.15 MI) TO
 AB3688'THE JUNCTION OF PAVED COUNTY ROAD 4 CROSSING. CONTINUE GOING NORTWEST
 AB3688'ALONG U.S. HIGHWAY 25 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF DIRT
 AB3688'COUNTY ROAD 9 (SHOWN IN THE ROAD STOP SIGN AS COUNTY ROAD 6) FORKING
 AB3688'TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25 FOR 0.5
 AB3688'KM (0.3 MI) TO THE STATION ON THE LEFT.
 AB3688'THE STATION IS A STANDARD GADT DISK STAMPED---016-211 1981 RM 1---,
 AB3688'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3688'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 7.01 METERS (23 FT)
 AB3688'SOUTHWEST FROM THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 AB3688'12.95 METERS (42 FT) NORTHEAST FROM THE CENTERLINE OF THE SOUTH BOUND
 AB3688'LANE OF THE HIGHWAY, 32.81 METERS (110.1 FT) NORTH-NORTHEAST FROM A
 AB3688'METAL RING LOCATED AT THE CENTER POINT OF A CONCRETE CATCH BASIN IN
 AB3688'THE MEDIAN STRIP, AND 20.94 METERS (68.7 FT) SOUTH-SOUTHEAST FROM A
 AB3688'WITNESS POST AT STATION BV 016 211 GADT IN THE MEDIAN STRIP.
 AB3688'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3688'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3688'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3689 ***********************************************************************
 AB3689  DESIGNATION -  BV 016 212
 AB3689  PID         -  AB3689
 AB3689  STATE/COUNTY-  GA/BULLOCH
 AB3689  USGS QUAD   -  HOPEULIKIT (1978)
 AB3689
 AB3689                         *CURRENT SURVEY CONTROL
 AB3689  ___________________________________________________________________
 AB3689* NAD 83(1994)-  32 30 27.45919(N)    081 49 32.51512(W)     ADJUSTED  
 AB3689* NAVD 88     -        64.4    (meters)     211.     (feet)  VERTCON   
 AB3689  ___________________________________________________________________
 AB3689  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AB3689  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AB3689
 AB3689  HORZ ORDER  -  SECOND
 AB3689
 AB3689.The horizontal coordinates were established by classical geodetic methods
 AB3689.and adjusted by the National Geodetic Survey in September 1997..
 AB3689
 AB3689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3689
 AB3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3689
 AB3689.The geoid height was determined by GEOID03.
 AB3689
 AB3689;                    North         East     Units Scale Factor Converg.
 AB3689;SPC GA E     -   278,053.924   232,037.242   MT  0.99991265   +0 10 59.7
 AB3689;SPC GA E     -   912,248.58    761,275.52   sFT  0.99991265   +0 10 59.7
 AB3689;UTM  17      - 3,597,004.991   422,439.960   MT  0.99967418   -0 26 37.5
 AB3689
 AB3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3689!SPC GA E     -   0.99999457  x   0.99991265  =   0.99990722
 AB3689!UTM  17      -   0.99999457  x   0.99967418  =   0.99966875
 AB3689
 AB3689                          SUPERSEDED SURVEY CONTROL
 AB3689
 AB3689  NAD 83(1986)-  32 30 27.45599(N)    081 49 32.51493(W) AD(       ) 2
 AB3689  NGVD 29 (05/08/96)   64.7    (m)          212.     (f) VERT ANG       
 AB3689
 AB3689.Superseded values are not recommended for survey control.
 AB3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3689.See file dsdata.txt to determine how the superseded data were derived.
 AB3689
 AB3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2244097005(NAD 83)
 AB3689_MARKER: DD = SURVEY DISK
 AB3689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3689
 AB3689  HISTORY     - Date     Condition        Report By
 AB3689  HISTORY     - 1981     MONUMENTED       GADT
 AB3689
 AB3689                          STATION DESCRIPTION
 AB3689
 AB3689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3689'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTH-NORTHWEST FROM
 AB3689'STATESBORO, 10.3 KM (6.4 MI) EAST-SOUTHEAST FROM PORTAL, AND 16.7 KM
 AB3689'(10.4 MI) SOUTH OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3689'WAY.
 AB3689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 AB3689'73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO, GO
 AB3689'WEST THE NORTHWEST ALONG U.S. HIGHWAY 25 FOR 5.6 KM (3.45 MI) TO THE
 AB3689'JUNCTION OF DIRT COUNTY ROAD 9 FORKING TO THE RIGHT (SHOWN AS COUNTY
 AB3689'ROAD 6 ON STOP SIGN).  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25
 AB3689'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 29 TO THE
 AB3689'RIGHT.  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25 FOR 0.1 KM
 AB3689'(0.05 MI) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 AB3689'THE STATION IS A STANDARD GADT DISK STAMPED---016-212 1981---, SET
 AB3689'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3689'5 CM BELOW THE GROUND.  IT IS LOCATED 18.59 METERS (61 FT) NORTHEAST
 AB3689'FROM THE CENTERLINE OF THE NORTHWEST BOUND LANE OF THE HIGHWAY, 33.83
 AB3689'METERS (111 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF PAVED COUNTY
 AB3689'ROAD 29, 7.32 METERS (24 FT) SOUTH-SOUTHEAST FROM A POWER POLE, 7.32
 AB3689'METERS (24 FT) SOUTH-SOUTHEAST FROM A WITNESS POST, AND 23.77 METERS
 AB3689'(78 FT) NORTH-NORTHEAST FROM THE NORTHWEST END OF AN 18 INCH CONCRETE
 AB3689'PIPE UNDER COUNTY ROAD 29. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3689'DISK STAMPED---016-212 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3689'0.9 METERS BELOW THE SURFACE.
 AB3689'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-212
 AB3689'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3689'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 16.92 METERS
 AB3689'(55.5 FT) NORTHEAST FROM THE CENTERLINE OF THE NORTHWEST BOUND LANE OF
 AB3689'THE HIGHWAY, 49.99 METERS (164 FT) NORTH-NORTHEAST FROM THE CENTERLINE
 AB3689'OF PAVED COUNTY ROAD 29, 9.33 METERS (30.6 FT) NORTHWEST FROM THE
 AB3689'POWER POLE, 9.44 METERS (31 FT) NORTHWEST FROM THE WITNESS POST AT THE
 AB3689'STATION, AND 39.93 METERS (131 FT) NORTH-NORTHEAST FROM THE NORTHWEST
 AB3689'END OF THE 18 INCH CONCRETE PIPE UNDER COUNTY ROAD 29. MARK IS LEVEL
 AB3689'WITH STATION.
 AB3689'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-212 1981
 AB3689'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3689'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 17.37 METERS (57 FT)
 AB3689'NORTHEAST FROM THE CENTERLINE OF THE NORTHWEST BOUND LANE OF THE
 AB3689'HIGHWAY, 2.19 METERS (7.2 FT) SOUTH FROM A TELEPHONE POLE, 7.01 METERS
 AB3689'(23 FT) SOUTHEAST FROM THE CENTERLINE OF A DIRT DRIVEWAY, 2.07 METERS
 AB3689'(6.8 FT) SOUTH-SOUTHWEST FROM A WITNESS POST, AND 14.33 METERS (47 FT)
 AB3689'SOUTHEAST FROM A POWER POLE. 00 METER (00 FT) NORTH FROM THE
 AB3689'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---016-212 1981 AZ
 AB3689'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE
 AB3689'SURFACE. TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST
 AB3689'ALONG U.S. HIGHWAY 25 FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT.
 AB3689'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3689'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3689'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3690 ***********************************************************************
 AB3690  DESIGNATION -  BV 016 212 AZ MK
 AB3690  PID         -  AB3690
 AB3690  STATE/COUNTY-  GA/BULLOCH
 AB3690  USGS QUAD   -  HOPEULIKIT (1978)
 AB3690
 AB3690                         *CURRENT SURVEY CONTROL
 AB3690  ___________________________________________________________________
 AB3690* NAD 83(1994)-  32 30 40.30552(N)    081 49 54.00277(W)     ADJUSTED  
 AB3690* NAVD 88     -        63.1    (meters)     207.     (feet)  VERTCON   
 AB3690  ___________________________________________________________________
 AB3690  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AB3690  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AB3690
 AB3690  HORZ ORDER  -  SECOND
 AB3690
 AB3690.The horizontal coordinates were established by classical geodetic methods
 AB3690.and adjusted by the National Geodetic Survey in September 1997..
 AB3690
 AB3690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3690
 AB3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3690
 AB3690.The geoid height was determined by GEOID03.
 AB3690
 AB3690;                    North         East     Units Scale Factor Converg.
 AB3690;SPC GA E     -   278,447.833   231,475.170   MT  0.99991221   +0 10 48.2
 AB3690;SPC GA E     -   913,540.93    759,431.45   sFT  0.99991221   +0 10 48.2
 AB3690;UTM  17      - 3,597,404.932   421,882.365   MT  0.99967525   -0 26 49.3
 AB3690
 AB3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3690!SPC GA E     -   0.99999477  x   0.99991221  =   0.99990698
 AB3690!UTM  17      -   0.99999477  x   0.99967525  =   0.99967002
 AB3690
 AB3690                          SUPERSEDED SURVEY CONTROL
 AB3690
 AB3690  NAD 83(1986)-  32 30 40.30237(N)    081 49 54.00254(W) AD(       ) 2
 AB3690  NGVD 29 (05/08/96)   63.4    (m)          208.     (f) VERT ANG       
 AB3690
 AB3690.Superseded values are not recommended for survey control.
 AB3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3690.See file dsdata.txt to determine how the superseded data were derived.
 AB3690
 AB3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2188297405(NAD 83)
 AB3690_MARKER: DD = SURVEY DISK
 AB3690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3690
 AB3690  HISTORY     - Date     Condition        Report By
 AB3690  HISTORY     - 1981     MONUMENTED       GADT
 AB3690
 AB3690                          STATION DESCRIPTION
 AB3690
 AB3690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3690'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) NORTH-NORTHWEST OF
 AB3690'STATESBORO, 9.6 KM (6 MI) EAST-SOUTHEAST OF PORTAL, AND 16.6 KM (10.3
 AB3690'MI) SOUTH FROM ROCKYFORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 AB3690'73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO, GO
 AB3690'WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 5.6 KM (3.45 MI) TO THE
 AB3690'JUNCTION OF DIRT COUNTY ROAD 9 (FOUND AS COUNTY ROAD 6 IN THE ROAD
 AB3690'STOP SIGN) FORKING TO THE RIGHT. CONTINUE NORTHWEST ALONG U.S. HIGHWAY
 AB3690'25 FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 29 TO THE
 AB3690'RIGHT.  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25 FOR 0.8 KM (0.5
 AB3690'MI) TO THE STATION ON THE RIGHT.
 AB3690'THE STATION IS A STANDARD GADT DISK STAMPED---016-212 1981 AZ MK---,
 AB3690'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3690'FLUSH WITH GROUND.  IT IS LOCATED 17.37 METERS (57 FT) NORTHEAST FROM
 AB3690'THE CENTERLINE OF THE NORTHWEST BOUND LANE OF THE HIGHWAY, 2.19 METERS
 AB3690'(7.2 FT) SOUTH FROM A TELEPHONE POLE, 7.01 METERS (23 FT) SOUTHEAST
 AB3690'FROM THE CENTERLINE OF A DRIVEWAY, 2.07 METERS (6.8 FT)
 AB3690'SOUTH-SOUTHWEST FROM A WITNESS POST, AND 14.33 METERS (47 FT)
 AB3690'SOUTHEAST FROM A POWER POLE. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3690'DISK STAMPED---016-212 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3690'CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3690'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3690'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3690'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3691 ***********************************************************************
 AB3691  DESIGNATION -  BV 016 212 RM 1
 AB3691  PID         -  AB3691
 AB3691  STATE/COUNTY-  GA/BULLOCH
 AB3691  USGS QUAD   -  HOPEULIKIT (1978)
 AB3691
 AB3691                         *CURRENT SURVEY CONTROL
 AB3691  ___________________________________________________________________
 AB3691* NAD 83(1994)-  32 30 27.76820(N)    081 49 33.03159(W)     ADJUSTED  
 AB3691* NAVD 88     -        63.48   (+/-2cm)     208.3    (feet)  VERTCON   
 AB3691  ___________________________________________________________________
 AB3691  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3691  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AB3691
 AB3691  HORZ ORDER  -  SECOND
 AB3691  VERT ORDER  -  THIRD (See Below)
 AB3691
 AB3691.The horizontal coordinates were established by classical geodetic methods
 AB3691.and adjusted by the National Geodetic Survey in September 1997..
 AB3691
 AB3691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3691.The vertical order pertains to the NGVD 29 superseded value.
 AB3691
 AB3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3691
 AB3691.The geoid height was determined by GEOID03.
 AB3691
 AB3691;                    North         East     Units Scale Factor Converg.
 AB3691;SPC GA E     -   278,063.399   232,023.731   MT  0.99991264   +0 10 59.4
 AB3691;SPC GA E     -   912,279.67    761,231.19   sFT  0.99991264   +0 10 59.4
 AB3691;UTM  17      - 3,597,014.611   422,426.557   MT  0.99967420   -0 26 37.8
 AB3691
 AB3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3691!SPC GA E     -   0.99999472  x   0.99991264  =   0.99990736
 AB3691!UTM  17      -   0.99999472  x   0.99967420  =   0.99966892
 AB3691
 AB3691                          SUPERSEDED SURVEY CONTROL
 AB3691
 AB3691  NAD 83(1986)-  32 30 27.76500(N)    081 49 33.03140(W) AD(       ) 2
 AB3691  NGVD 29 (05/08/96)   63.72   (m)          209.1    (f) LEVELING    3  
 AB3691
 AB3691.Superseded values are not recommended for survey control.
 AB3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3691.See file dsdata.txt to determine how the superseded data were derived.
 AB3691
 AB3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2242797015(NAD 83)
 AB3691_MARKER: DD = SURVEY DISK
 AB3691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3691
 AB3691  HISTORY     - Date     Condition        Report By
 AB3691  HISTORY     - 1981     MONUMENTED       GADT
 AB3691
 AB3691                          STATION DESCRIPTION
 AB3691
 AB3691'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3691'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTH-NORTHWEST FROM
 AB3691'STATESBORO, 10.3 KM (6.4 MI) EAST-SOUTHEAST FROM PORTAL, AND 16.7 KM
 AB3691'(10.4 MI) SOUTH FROM ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3691'WAY.
 AB3691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 AB3691'73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO, GO
 AB3691'WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 5.6 KM (3.45 MI) TO THE
 AB3691'JUNCTION OF DIRT COUNTY ROAD 9 (FOUND AS COUNTY ROAD 6 IN THE STOP
 AB3691'SIGN) FORKING TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG U.S.
 AB3691'HIGHWAY 25 FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 29
 AB3691'TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25 FOR 0.1
 AB3691'KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AB3691'THE STATION IS A STANDARD GADT DISK STAMPED---016-212 1981 RM 1---,
 AB3691'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3691'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 16.92 METERS (55.5 FT)
 AB3691'NORTHEAST FROM THE CENTERLINE OF THE NORTHWEST BOUND LANE OF THE
 AB3691'HIGHWAY, 49.99 METERS (164 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 AB3691'49.99 METERS (164 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF PAVED
 AB3691'COUNTY ROAD 29, 9.33 METERS (30.6 FT) NORTHWEST FROM A POWER POLE,
 AB3691'9.44 METERS (31 FT) NORTHWEST FROM A WITNESS POST AT STATION 016-212
 AB3691'1981, AND 39.93 METERS (131 FT) NORTH-NORTHEAST FROM THE NORTHWEST END
 AB3691'OF AN 18 INCH CONCRETE CULVERT UNDER COUNTY ROAD 29.
 AB3691'COUNTY ROAD NUMBEERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3691'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3691'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3692 ***********************************************************************
 AB3692  DESIGNATION -  BV 016 213
 AB3692  PID         -  AB3692
 AB3692  STATE/COUNTY-  GA/BULLOCH
 AB3692  USGS QUAD   -  HOPEULIKIT (1978)
 AB3692
 AB3692                         *CURRENT SURVEY CONTROL
 AB3692  ___________________________________________________________________
 AB3692* NAD 83(1994)-  32 30 39.59295(N)    081 49 56.42083(W)     ADJUSTED  
 AB3692* NAVD 88     -        64.3    (meters)     211.     (feet)  VERTCON   
 AB3692  ___________________________________________________________________
 AB3692  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AB3692  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AB3692
 AB3692  HORZ ORDER  -  SECOND
 AB3692
 AB3692.The horizontal coordinates were established by classical geodetic methods
 AB3692.and adjusted by the National Geodetic Survey in September 1997..
 AB3692
 AB3692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3692
 AB3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3692
 AB3692.The geoid height was determined by GEOID03.
 AB3692
 AB3692;                    North         East     Units Scale Factor Converg.
 AB3692;SPC GA E     -   278,425.687   231,412.130   MT  0.99991216   +0 10 46.9
 AB3692;SPC GA E     -   913,468.27    759,224.63   sFT  0.99991216   +0 10 46.9
 AB3692;UTM  17      - 3,597,383.482   421,819.101   MT  0.99967537   -0 26 50.5
 AB3692
 AB3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3692!SPC GA E     -   0.99999459  x   0.99991216  =   0.99990675
 AB3692!UTM  17      -   0.99999459  x   0.99967537  =   0.99966996
 AB3692
 AB3692                          SUPERSEDED SURVEY CONTROL
 AB3692
 AB3692  NAD 83(1986)-  32 30 39.58974(N)    081 49 56.42046(W) AD(       ) 2
 AB3692  NGVD 29 (05/08/96)   64.6    (m)          212.     (f) VERT ANG       
 AB3692
 AB3692.Superseded values are not recommended for survey control.
 AB3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3692.See file dsdata.txt to determine how the superseded data were derived.
 AB3692
 AB3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2181997383(NAD 83)
 AB3692_MARKER: DD = SURVEY DISK
 AB3692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3692
 AB3692  HISTORY     - Date     Condition        Report By
 AB3692  HISTORY     - 1981     MONUMENTED       GADT
 AB3692
 AB3692                          STATION DESCRIPTION
 AB3692
 AB3692'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3692'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST-SOUTHEAST OF PORTAL,
 AB3692'8.4 KM (5.2 MI) NORTH-NORTHEAST OF STATESBORO, AND 16.3 KM (10.1 MI)
 AB3692'SOUTH OF ROCKYFORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3692'ROUTE 73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3692'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 5.55 KM (3.45 MI) TO
 AB3692'THE JUNCTION OF DIRT COUNTY ROAD 9 FORKING TO THE RIGHT.  CONTINUE
 AB3692'NORTHWEST ALONG U.S. HIGHWAY 25 FOR 2 KM (1.25 MI) TO THE JUNCTION OF
 AB3692'DIRT COUNTY ROAD 29 TO THE RIGHT. CONTINUE NORTHWEST ALONG U.S.
 AB3692'HIGHWAY 25 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 AB3692'THE STATION IS A STANDARD GADT DISK STAMPED---016-213 1981---, SET
 AB3692'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3692'WITH GROUND.  IT IS LOCATED 16.61 METERS (54.5 FT) SOUTHWEST FROM THE
 AB3692'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 14.78 METERS (48.5
 AB3692'FT) EAST FROM A 14 INCH PINE TREE, 1.86 METERS (6.1 FT) SOUTHWEST FROM
 AB3692'A TELEPHONE POLE, AND 12.34 METERS (40.5 FT) SOUTH-SOUTHEAST FROM THE
 AB3692'SOUTHEAST END OF A 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST.
 AB3692'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-213
 AB3692'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 AB3692'SURFACE.
 AB3692'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-213 RM
 AB3692'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3692'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.56 METERS (44.5 FT)
 AB3692'SOUTHWEST FROM THE CENTERLINE OF U.S. HIGHWAY 80 (SOUTH BOUND LANE),
 AB3692'5.49 METERS (18 FT) WEST FROM THE NORTH END OF THE 18 INCH CONCRETE
 AB3692'PIPE, 23.32 METERS (76.5 FT) NORTH FROM THE 14 INCH PINE TREE, AND
 AB3692'1.71 METERS (5.6 FT) NORTHEAST FROM A WITNESS POST. MARK IS BELOW
 AB3692'STATION 0.61 METERS.
 AB3692'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-213 1981
 AB3692'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3692'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 14.17 METERS (46.5 FT)
 AB3692'NORTHEAST FROM THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 AB3692'18.59 METERS (61 FT) WEST FROM A FENCE CORNER, AND 4.5 METERS (14.8
 AB3692'FT) SOUTH-SOUTHWEST FROM A POWER POLE. THE UNDERGROUND MARK IS A
 AB3692'STANDARD GADT DISK STAMPED---016-213 1981 AZ MK---, SET IN AN
 AB3692'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW SURFACE. TO REACH AZIMUTH
 AB3692'MARK FROM THE STATION PROCEED NORTHWEST ALONG U.S. HIGHWAY 25 FOR 0.65
 AB3692'KM (0.35 MI) TO THE MARK ON THE RIGHT.
 AB3692'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3692'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3692'DESCRIBED BY T. B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3693 ***********************************************************************
 AB3693  DESIGNATION -  BV 016 213 AZ MK
 AB3693  PID         -  AB3693
 AB3693  STATE/COUNTY-  GA/BULLOCH
 AB3693  USGS QUAD   -  HOPEULIKIT (1978)
 AB3693
 AB3693                         *CURRENT SURVEY CONTROL
 AB3693  ___________________________________________________________________
 AB3693* NAD 83(1994)-  32 30 52.03282(N)    081 50 12.40288(W)     ADJUSTED  
 AB3693* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 AB3693  ___________________________________________________________________
 AB3693  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AB3693  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AB3693
 AB3693  HORZ ORDER  -  SECOND
 AB3693
 AB3693.The horizontal coordinates were established by classical geodetic methods
 AB3693.and adjusted by the National Geodetic Survey in September 1997..
 AB3693
 AB3693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3693
 AB3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3693
 AB3693.The geoid height was determined by GEOID03.
 AB3693
 AB3693;                    North         East     Units Scale Factor Converg.
 AB3693;SPC GA E     -   278,807.554   230,993.828   MT  0.99991184   +0 10 38.4
 AB3693;SPC GA E     -   914,721.12    757,852.25   sFT  0.99991184   +0 10 38.4
 AB3693;UTM  17      - 3,597,769.814   421,405.101   MT  0.99967617   -0 26 59.3
 AB3693
 AB3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3693!SPC GA E     -   0.99999518  x   0.99991184  =   0.99990702
 AB3693!UTM  17      -   0.99999518  x   0.99967617  =   0.99967135
 AB3693
 AB3693                          SUPERSEDED SURVEY CONTROL
 AB3693
 AB3693  NAD 83(1986)-  32 30 52.02966(N)    081 50 12.40245(W) AD(       ) 2
 AB3693  NGVD 29 (05/08/96)   60.8    (m)          199.     (f) VERT ANG       
 AB3693
 AB3693.Superseded values are not recommended for survey control.
 AB3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3693.See file dsdata.txt to determine how the superseded data were derived.
 AB3693
 AB3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2140597770(NAD 83)
 AB3693_MARKER: DD = SURVEY DISK
 AB3693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3693
 AB3693  HISTORY     - Date     Condition        Report By
 AB3693  HISTORY     - 1981     MONUMENTED       GADT
 AB3693
 AB3693                          STATION DESCRIPTION
 AB3693
 AB3693'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3693'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) EAST-SOUTHEAST OF PORTAL,
 AB3693'9 KM (5.6 MI) NORTH-NORTHEAST OF STATESBORO, AND 16.1 KM (10 MI) SOUTH
 AB3693'OF ROCKYFORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3693'ROUTE 73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3693'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 5.55 KM (3.45 MI) TO
 AB3693'THE JUNCTION OF DIRT COUNTY ROAD 9 FORKING TO THE RIGHT.  CONTINUE
 AB3693'NORTHWEST ALONG U.S. HIGHWAY 25 FOR 2 KM (1.25 MI) TO THE JUNCTION OF
 AB3693'DIRT COUNTY ROAD 29 TO THE RIGHT.  CONTINUE NORTHWEST ALONG U.S.
 AB3693'HIGHWAY 25 FOR 1.35 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 AB3693'THE STATION IS A STANDARD GADT DISK STAMPED---016-213 1981 AZ MK---,
 AB3693'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3693'FLUSH WITH GROUND.  IT IS LOCATED 14.17 METERS (46.5 FT) NORTHEAST
 AB3693'FROM THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 18.59
 AB3693'METERS (61 FT) WEST FROM A FENCE CORNER, AND 4.5 METERS (14.8 FT)
 AB3693'SOUTH-SOUTHWEST FROM A POWER POLE. THE UNDERGROUND MARK IS A STANDARD
 AB3693'GADT DISK STAMPED---016-213 1981 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3693'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3693'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3693'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3693'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3694 ***********************************************************************
 AB3694  DESIGNATION -  BV 016 213 RM 1
 AB3694  PID         -  AB3694
 AB3694  STATE/COUNTY-  GA/BULLOCH
 AB3694  USGS QUAD   -  HOPEULIKIT (1978)
 AB3694
 AB3694                         *CURRENT SURVEY CONTROL
 AB3694  ___________________________________________________________________
 AB3694* NAD 83(1994)-  32 30 40.09898(N)    081 49 57.07182(W)     ADJUSTED  
 AB3694* NAVD 88     -        63.00   (+/-2cm)     206.7    (feet)  VERTCON   
 AB3694  ___________________________________________________________________
 AB3694  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AB3694  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AB3694
 AB3694  HORZ ORDER  -  SECOND
 AB3694  VERT ORDER  -  THIRD (See Below)
 AB3694
 AB3694.The horizontal coordinates were established by classical geodetic methods
 AB3694.and adjusted by the National Geodetic Survey in September 1997..
 AB3694
 AB3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3694.The vertical order pertains to the NGVD 29 superseded value.
 AB3694
 AB3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3694
 AB3694.The geoid height was determined by GEOID03.
 AB3694
 AB3694;                    North         East     Units Scale Factor Converg.
 AB3694;SPC GA E     -   278,441.220   231,395.091   MT  0.99991215   +0 10 46.5
 AB3694;SPC GA E     -   913,519.24    759,168.73   sFT  0.99991215   +0 10 46.5
 AB3694;UTM  17      - 3,597,399.197   421,802.237   MT  0.99967540   -0 26 50.9
 AB3694
 AB3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3694!SPC GA E     -   0.99999480  x   0.99991215  =   0.99990695
 AB3694!UTM  17      -   0.99999480  x   0.99967540  =   0.99967020
 AB3694
 AB3694                          SUPERSEDED SURVEY CONTROL
 AB3694
 AB3694  NAD 83(1986)-  32 30 40.09577(N)    081 49 57.07144(W) AD(       ) 2
 AB3694  NGVD 29 (05/08/96)   63.24   (m)          207.5    (f) LEVELING    3  
 AB3694
 AB3694.Superseded values are not recommended for survey control.
 AB3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3694.See file dsdata.txt to determine how the superseded data were derived.
 AB3694
 AB3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2180297399(NAD 83)
 AB3694_MARKER: DD = SURVEY DISK
 AB3694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3694
 AB3694  HISTORY     - Date     Condition        Report By
 AB3694  HISTORY     - 1982     MONUMENTED       GADT
 AB3694
 AB3694                          STATION DESCRIPTION
 AB3694
 AB3694'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3694'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST-SOUTHEAST OF PORTAL,
 AB3694'8.4 KM (5.2 MI) NORTH-NORTHEAST OF STATESBORO, AND 16.3 KM (10 MI)
 AB3694'SOUTH OF ROCKYFORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3694'ROUTE 73) AND U.S. HIGHWAY 25 (STATE ROUTES 26 AND 67) IN STATESBORO,
 AB3694'GO WEST THEN NORTHWEST ALONG U.S. HIGHWAY 25 FOR 5.55 KM (3.45 MI) TO
 AB3694'THE JUNCTION OF DIRT COUNTY ROAD 9 FORKING TO THE RIGHT.  CONTINUE
 AB3694'NORTHWEST ALONG U.S. HIGHWAY 25 FOR 2 KM (1.25 MI) TO THE JUNCTION OF
 AB3694'DIRT COUNTY ROAD 29 TO THE RIGHT.  CONTINUE NORTHWEST ALONG U.S.
 AB3694'HIGHWAY 25 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 AB3694'THE STATION IS A STANDARD GADT DISK STAMPED---016-213 RM 1 1982---,
 AB3694'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3694'FLUSH WITH GROUND.  IT IS LOCATED 13.56 METERS (44.5 FT) SOUTHWEST
 AB3694'FROM THE CENTERLINE OF U.S. HIGHWAY 80 (SOUTH BOUND LANE), 5.49 METERS
 AB3694'(18 FT) WEST FROM THE NORTH END OF AN 18 INCH CONCRETE PIPE, 23.32
 AB3694'METERS (76.5 FT) NORTH FROM A 14 INCH PINE TREE, AND 1.71 METERS (5.6
 AB3694'FT) NORTHEAST FROM A WITNESS POST.
 AB3694'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3694'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3694'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3710 ***********************************************************************
 AB3710  DESIGNATION -  BV 016 214
 AB3710  PID         -  AB3710
 AB3710  STATE/COUNTY-  GA/BULLOCH
 AB3710  USGS QUAD   -  STATESBORO (1993)
 AB3710
 AB3710                         *CURRENT SURVEY CONTROL
 AB3710  ___________________________________________________________________
 AB3710* NAD 83(1994)-  32 27 51.90686(N)    081 51 07.65405(W)     ADJUSTED  
 AB3710* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 AB3710  ___________________________________________________________________
 AB3710  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AB3710  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB3710
 AB3710  HORZ ORDER  -  SECOND
 AB3710
 AB3710.The horizontal coordinates were established by classical geodetic methods
 AB3710.and adjusted by the National Geodetic Survey in September 1997..
 AB3710
 AB3710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3710
 AB3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3710
 AB3710.The geoid height was determined by GEOID03.
 AB3710
 AB3710;                    North         East     Units Scale Factor Converg.
 AB3710;SPC GA E     -   273,255.064   229,568.240   MT  0.99991078   +0 10 07.8
 AB3710;SPC GA E     -   896,504.32    753,175.13   sFT  0.99991078   +0 10 07.8
 AB3710;UTM  17      - 3,592,234.542   419,919.216   MT  0.99967908   -0 27 26.7
 AB3710
 AB3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3710!SPC GA E     -   0.99999254  x   0.99991078  =   0.99990332
 AB3710!UTM  17      -   0.99999254  x   0.99967908  =   0.99967162
 AB3710
 AB3710                          SUPERSEDED SURVEY CONTROL
 AB3710
 AB3710  NAD 83(1986)-  32 27 51.90597(N)    081 51 07.65121(W) AD(       ) 2
 AB3710  NGVD 29 (05/08/96)   77.6    (m)          255.     (f) VERT ANG       
 AB3710
 AB3710.Superseded values are not recommended for survey control.
 AB3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3710.See file dsdata.txt to determine how the superseded data were derived.
 AB3710
 AB3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1991992235(NAD 83)
 AB3710_MARKER: DD = SURVEY DISK
 AB3710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3710
 AB3710  HISTORY     - Date     Condition        Report By
 AB3710  HISTORY     - 1981     MONUMENTED       GADT
 AB3710
 AB3710                          STATION DESCRIPTION
 AB3710
 AB3710'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3710'THE STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) WEST-NORTHWEST OF
 AB3710'STATESBORO, 11.1 KM (6.9 MI) SOUTHEAST OF PORTAL, AND 12.9 KM (8 MI)
 AB3710'NORTHEAST OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3710'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE LOCATED AT THE
 AB3710'JUNCTION OF U.S. HIGHWAY 301 (NORTH-SOUTH MAIN STREET) WITH EAST AND
 AB3710'WEST MAIN STREET IN STATESBORO, GO WEST ALONG WEST MAIN STREET FOR 0.4
 AB3710'KM (0.25 MI) TO THE JUNCTION OF JOHNSON ROAD FORKING TO THE LEFT.
 AB3710'CONTINUE GOING WEST ALONG WEST MAIN STREET WHICH LATER BECOMES COUNTY
 AB3710'ROAD 90724 FOR 4.9 KM (3.05 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3710'103 TO THE RIGHT AT BETHLEHEM PRIMITIVE BAPTIST CHURCH.  TURN RIGHT
 AB3710'GOING NORTHWESTERLY ALONG COUNTY ROAD 103 FOR 2.3 KM (1.4 MI) TO THE
 AB3710'STATION ON THE LEFT.
 AB3710'THE STATION IS A STANDARD GADT DISK STAMPED---016-214 1982---, SET
 AB3710'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3710'WITH GROUND.  IT IS LOCATED 11.89 METERS (39 FT) SOUTH FROM THE
 AB3710'CENTERLINE OF THE ROAD, 42.55 METERS (139.6 FT) SOUTHEAST FROM A POWER
 AB3710'POLE TO THE EAST OF COUNTY PAVED ROAD 103, 45.42 METERS (149 FT)
 AB3710'EAST-SOUTHEAST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AB3710'COUNTY PAVED ROAD 103, AND COUNTY DIRT ROAD 129, 47.24 METERS (155 FT)
 AB3710'EAST FROM THE TOP CENTER OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL TO
 AB3710'THE NORTH OF COUNTY ROAD 129, AND 1.16 METERS (3.8 FT) NORTHEAST FROM
 AB3710'A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3710'STAMPED---016-214 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3710'METERS BELOW THE SURFACE.
 AB3710'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-214 RM
 AB3710'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3710'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37 FT) NORTH
 AB3710'FROM THE CENTERLINE OF COUNTY PAVED ROAD 103, 37.64 METERS (123.5 FT)
 AB3710'EAST FROM THE POWER POLE, 46.94 METERS (154 FT) EAST-NORTHEAST FROM
 AB3710'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 103, AND
 AB3710'COUNTY DIRT ROAD 129, AND 1.31 METERS (4.3 FT) SOUTHWEST FROM A
 AB3710'WITNESS POST. MARK IS BELOW STATION 0.3 METERS.
 AB3710'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-214 AZ MK
 AB3710'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3710'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 12.13 METERS (39.8 FT) EAST
 AB3710'FROM THE CENTERLINE OF COUNTY ROAD 103, 11.22 METERS (36.8 FT)
 AB3710'SOUTHWEST FROM A POWER POLE, 4.27 METERS (14 FT) NORTH-NORTHEAST FROM
 AB3710'THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A FIELD DRIVE, AND
 AB3710'1.95 METERS (6.4 FT) NORTHWEST FROM A WITNESS POST. 00 METER (00 FT)
 AB3710'NORTH FROM THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3710'STAMPED---016-214 AZ MK 1982---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3710'0.91 METER BELOW THE SURFACE. TO REACH AZIMUTH MARK FROM THE STATION
 AB3710'PROCEED NORTHWESTERLY ALONG COUNTY ROAD 103 FOR 0.5 KM (0.3 MI) TO THE
 AB3710'AZIMUTH MARK ON THE RIGHT.
 AB3710'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3710'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3710'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3711 ***********************************************************************
 AB3711  DESIGNATION -  BV 016 214 AZ MK
 AB3711  PID         -  AB3711
 AB3711  STATE/COUNTY-  GA/BULLOCH
 AB3711  USGS QUAD   -  STATESBORO (1993)
 AB3711
 AB3711                         *CURRENT SURVEY CONTROL
 AB3711  ___________________________________________________________________
 AB3711* NAD 83(1994)-  32 28 06.29399(N)    081 51 13.89970(W)     ADJUSTED  
 AB3711* NAVD 88     -        72.8    (meters)     239.     (feet)  VERTCON   
 AB3711  ___________________________________________________________________
 AB3711  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AB3711  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB3711
 AB3711  HORZ ORDER  -  SECOND
 AB3711
 AB3711.The horizontal coordinates were established by classical geodetic methods
 AB3711.and adjusted by the National Geodetic Survey in September 1997..
 AB3711
 AB3711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3711
 AB3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3711
 AB3711.The geoid height was determined by GEOID03.
 AB3711
 AB3711;                    North         East     Units Scale Factor Converg.
 AB3711;SPC GA E     -   273,697.727   229,403.852   MT  0.99991066   +0 10 04.5
 AB3711;SPC GA E     -   897,956.63    752,635.80   sFT  0.99991066   +0 10 04.5
 AB3711;UTM  17      - 3,592,678.872   419,759.713   MT  0.99967939   -0 27 30.3
 AB3711
 AB3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3711!SPC GA E     -   0.99999324  x   0.99991066  =   0.99990390
 AB3711!UTM  17      -   0.99999324  x   0.99967939  =   0.99967264
 AB3711
 AB3711                          SUPERSEDED SURVEY CONTROL
 AB3711
 AB3711  NAD 83(1986)-  32 28 06.29313(N)    081 51 13.89678(W) AD(       ) 2
 AB3711  NGVD 29 (05/08/96)   73.1    (m)          240.     (f) VERT ANG       
 AB3711
 AB3711.Superseded values are not recommended for survey control.
 AB3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3711.See file dsdata.txt to determine how the superseded data were derived.
 AB3711
 AB3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1976092679(NAD 83)
 AB3711_MARKER: DD = SURVEY DISK
 AB3711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3711
 AB3711  HISTORY     - Date     Condition        Report By
 AB3711  HISTORY     - 1981     MONUMENTED       GADT
 AB3711
 AB3711                          STATION DESCRIPTION
 AB3711
 AB3711'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3711'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) WEST-NORTHWEST OF
 AB3711'STATESBORO, 10.6 KM (6.6 MI) SOUTHEAST OF PORTAL, AND 13.2 KM (8.2 MI)
 AB3711'NORTHEAST OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3711'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE LOCATED AT THE
 AB3711'JUNCTION OF U.S. HIGHWAY 301 (NORTH-SOUTH MAIN STREET) WITH EAST AND
 AB3711'WEST MAIN STREET IN STATESBORO, GO WEST ALONG WEST MAIN STREET FOR 0.4
 AB3711'KM (0.25 MI) TO THE JUNCTION OF JOHNSON ROAD FORKING TO THE LEFT.
 AB3711'CONTINUE GOING WEST ALONG WEST MAIN STREET WHICH LATER BECOMES COUNTY
 AB3711'ROAD 90724, FOR 4.9 KM (3.05 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3711'103 TO THE RIGHT AT BETHLEHEM PRIMITIVE BAPTIST CHURCH.  TURN RIGHT
 AB3711'GOING NORTHWESTERLY ALONG COUNTY ROAD 103 FOR 2.8 KM (1.7 MI) TO THE
 AB3711'STATION ON THE RIGHT.
 AB3711'THE STATION IS A STANDARD GADT DISK STAMPED---016-214 AZ MK 1982---,
 AB3711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3711'FLUSH WITH GROUND.  IT IS LOCATED 12.13 METERS (39.8 FT) EAST FROM THE
 AB3711'CENTERLINE OF COUNTY ROAD 103, 11.22 METERS (36.8 FT) SOUTHWEST FROM A
 AB3711'POWER POLE, 4.27 METERS (14 FT) NORTH-NORTHEAST FROM THE NORTH END OF
 AB3711'AN 18 INCH CONCRETE PIPE UNDER A FIELD DRIVE, AND 1.95 METERS (6.4 FT)
 AB3711'NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3711'DISK STAMPED---016-214 AZ MK 1982---, SET INTO AN IRREGULAR MASS OF
 AB3711'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3711'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3711'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3711'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3712 ***********************************************************************
 AB3712  DESIGNATION -  BV 016 214 RM 1
 AB3712  PID         -  AB3712
 AB3712  STATE/COUNTY-  GA/BULLOCH
 AB3712  USGS QUAD   -  STATESBORO (1993)
 AB3712
 AB3712                         *CURRENT SURVEY CONTROL
 AB3712  ___________________________________________________________________
 AB3712* NAD 83(1994)-  32 27 52.22735(N)    081 51 06.84798(W)     ADJUSTED  
 AB3712* NAVD 88     -        76.69   (+/-2cm)     251.6    (feet)  VERTCON   
 AB3712  ___________________________________________________________________
 AB3712  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AB3712  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB3712
 AB3712  HORZ ORDER  -  SECOND
 AB3712  VERT ORDER  -  THIRD (See Below)
 AB3712
 AB3712.The horizontal coordinates were established by classical geodetic methods
 AB3712.and adjusted by the National Geodetic Survey in September 1997..
 AB3712
 AB3712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3712.The vertical order pertains to the NGVD 29 superseded value.
 AB3712
 AB3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3712
 AB3712.The geoid height was determined by GEOID03.
 AB3712
 AB3712;                    North         East     Units Scale Factor Converg.
 AB3712;SPC GA E     -   273,264.998   229,589.260   MT  0.99991079   +0 10 08.3
 AB3712;SPC GA E     -   896,536.91    753,244.10   sFT  0.99991079   +0 10 08.3
 AB3712;UTM  17      - 3,592,244.243   419,940.338   MT  0.99967904   -0 27 26.3
 AB3712
 AB3712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3712!SPC GA E     -   0.99999264  x   0.99991079  =   0.99990343
 AB3712!UTM  17      -   0.99999264  x   0.99967904  =   0.99967168
 AB3712
 AB3712                          SUPERSEDED SURVEY CONTROL
 AB3712
 AB3712  NAD 83(1986)-  32 27 52.22646(N)    081 51 06.84514(W) AD(       ) 2
 AB3712  NGVD 29 (05/08/96)   76.92   (m)          252.4    (f) LEVELING    3  
 AB3712
 AB3712.Superseded values are not recommended for survey control.
 AB3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3712.See file dsdata.txt to determine how the superseded data were derived.
 AB3712
 AB3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1994092244(NAD 83)
 AB3712_MARKER: DD = SURVEY DISK
 AB3712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3712
 AB3712  HISTORY     - Date     Condition        Report By
 AB3712  HISTORY     - 1981     MONUMENTED       GADT
 AB3712
 AB3712                          STATION DESCRIPTION
 AB3712
 AB3712'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3712'THE STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) WEST-NORTHWEST OF
 AB3712'STATESBORO, 11.1 KM (6.9 MI) SOUTHEAST OF PORTAL, AND 12.9 KM (8 MI)
 AB3712'NORTHEAST OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3712'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE LOCATED AT THE
 AB3712'JUNCTION OF U.S. HIGHWAY 301 (NORTH-SOUTH MAIN STREET) WITH EAST AND
 AB3712'WEST MAIN STREET IN STATESBORO, GO WEST ALONG WEST MAIN STREET FOR 0.4
 AB3712'KM (0.25 MI) TO THE JUNCTION OF JOHNSON ROAD FORKING TO THE LEFT.
 AB3712'CONTINUE GOING WEST ALONG WEST MAIN STREET WHICH LATER BECOMES COUNTY
 AB3712'ROAD 90724 FOR 4.9 KM (3.05 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3712'103 TO THE RIGHT AT BETHLEHEM PRIMITIVE BAPTIST CHURCH.  TURN RIGHT
 AB3712'GOING NORTHWESTERLY ALONG COUNTY ROAD 103 FOR 2.3 KM (1.4 MI) TO THE
 AB3712'STATION ON THE RIGHT.
 AB3712'THE STATION IS A STANDARD GADT DISK STAMPED---016-214 RM 1 1982---,
 AB3712'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3712'FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37 FT) NORTH FROM THE
 AB3712'CENTERLINE OF COUNTY PAVED ROAD 103, 37.64 METERS (123.5 FT) EAST FROM
 AB3712'A POWER POLE, 46.94 METERS (154 FT) EAST-NORTHEAST FROM THE POINT OF
 AB3712'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 103 AND COUNTY DIRT
 AB3712'ROAD 129, AND 1.31 METERS (4.3 FT) SOUTHWEST FROM A WITNESS POST.
 AB3712'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3712'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3712'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3695 ***********************************************************************
 AB3695  DESIGNATION -  BV 016 215
 AB3695  PID         -  AB3695
 AB3695  STATE/COUNTY-  GA/BULLOCH
 AB3695  USGS QUAD   -  BROOKLET (1978)
 AB3695
 AB3695                         *CURRENT SURVEY CONTROL
 AB3695  ___________________________________________________________________
 AB3695* NAD 83(1994)-  32 27 19.07467(N)    081 44 32.41492(W)     ADJUSTED  
 AB3695* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 AB3695  ___________________________________________________________________
 AB3695  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AB3695  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AB3695
 AB3695  HORZ ORDER  -  SECOND
 AB3695
 AB3695.The horizontal coordinates were established by classical geodetic methods
 AB3695.and adjusted by the National Geodetic Survey in September 1997..
 AB3695
 AB3695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3695
 AB3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3695
 AB3695.The geoid height was determined by GEOID03.
 AB3695
 AB3695;                    North         East     Units Scale Factor Converg.
 AB3695;SPC GA E     -   272,279.507   239,892.962   MT  0.99991962   +0 13 39.8
 AB3695;SPC GA E     -   893,303.68    787,048.83   sFT  0.99991962   +0 13 39.8
 AB3695;UTM  17      - 3,591,146.475   430,230.126   MT  0.99966003   -0 23 54.2
 AB3695
 AB3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3695!SPC GA E     -   0.99999470  x   0.99991962  =   0.99991432
 AB3695!UTM  17      -   0.99999470  x   0.99966003  =   0.99965473
 AB3695
 AB3695                          SUPERSEDED SURVEY CONTROL
 AB3695
 AB3695  NAD 83(1986)-  32 27 19.07042(N)    081 44 32.41783(W) AD(       ) 2
 AB3695  NGVD 29 (05/08/96)   64.1    (m)          210.     (f) VERT ANG       
 AB3695
 AB3695.Superseded values are not recommended for survey control.
 AB3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3695.See file dsdata.txt to determine how the superseded data were derived.
 AB3695
 AB3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3023091146(NAD 83)
 AB3695_MARKER: DD = SURVEY DISK
 AB3695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3695
 AB3695  HISTORY     - Date     Condition        Report By
 AB3695  HISTORY     - 1981     MONUMENTED       GADT
 AB3695
 AB3695                          STATION DESCRIPTION
 AB3695
 AB3695'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3695'THE STATION IS LOCATED ABOUT 3.95 KM (2.45 MI) EAST OF STATESBORO,
 AB3695'11.35 KM (7.05 MI) NORTHWEST OF BROOKLET, AND 21.0 KM (13.05 MI)
 AB3695'WEST-SOUTHWEST OF OLIVER. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3695'26) AND STATE ROUTE 24, GO EAST ALONG STATE ROUTE 24 FOR 0.55 KM (0.35
 AB3695'MI) TO THE JUNCTION OF PACKING HOUSE ROAD TO THE LEFT.  CONTINUE GOING
 AB3695'EAST ALONG STATE ROUTE 24 FOR 2.25 KM (1.4 MI) TO THE JUNCTION OF
 AB3695'PAVED COUNTY ROAD 340 TO THE RIGHT, AND DIRT COUNTY ROAD 340 TO THE
 AB3695'LEFT.  CCONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 0.25 KM (0.15 MI)
 AB3695'TO THE STATION ON THE LEFT.
 AB3695'THE STATION IS A STANDARD GADT DISK STAMPED---016-215 1981---, SET
 AB3695'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3695'WITH GROUND.  IT IS LOCATED 9.6 METERS (31.50 FT) NORTH FROM THE
 AB3695'CENTERLINE OF STATE ROUTE 24, 1.34 METERS (4.4 FT) EAST-SOUTHEAST FROM
 AB3695'A POWER POLE NUMBER 15 A ON THE NORTH SIDE OF STATE ROUTE 24, 6.09
 AB3695'METERS (20.00 FT) EAST-SOUTHEAST FROM A POWER POLE NUMBER 2-35 WITH A
 AB3695'TRRANSFORMER ON THE NORTH SIDE OF STATE ROUTE 24, AND 0.91 METER (3.00
 AB3695'FT) EAST-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3695'STANDARD GADT DISK STAMPED---016-215 1981---, SET INTO AN IRREGULAR
 AB3695'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3695'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-215
 AB3695'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3695'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 8.83 METERS (29.00 FT)
 AB3695'SOUTH FROM THE CENTERLINE OF STATE ROUTE 24, 5.63 METERS (18.50 FT)
 AB3695'EAST FROM A TELEPHONE POLE ON THE SOUTH SIDE OF STATE ROUTE 24 WITH A
 AB3695'PEDESTAL ON THE BASE OF THE POLE, AND 1.00 METER (3.3 FT) EAST FROM A
 AB3695'WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3695'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-215 1981
 AB3695'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3695'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.75 METERS (32.00 FT)
 AB3695'SOUTH FROM THE CENTERLINE OF STATE ROUTE 24, 3.65 METERS (12.00 FT)
 AB3695'SOUTHWEST FROM THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER A
 AB3695'DRIVEWAY TO THE SOUTH, 0.60 METER (2.00 FT) WEST FROM A TELEPHONE POLE
 AB3695'WITH A PEDESTAL ON THE SOUTH SIDE OF STATE ROUTE 24, AND 1.52 METERS
 AB3695'(5.00 FT) EAST-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3695'A STANDARD GADT DISK STAMPED---016-215 1981 AZ MK---, IMBEDDED IN AN
 AB3695'IRREGULAR MASS OF CONCRETE O.91 METER BELOW THE SURFACE OF THE GROUND.
 AB3695'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG STATE ROUTE
 AB3695'24 FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT.
 AB3695'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3695'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3695'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3696 ***********************************************************************
 AB3696  DESIGNATION -  BV 016 215 AZ MK
 AB3696  PID         -  AB3696
 AB3696  STATE/COUNTY-  GA/BULLOCH
 AB3696  USGS QUAD   -  BROOKLET (1978)
 AB3696
 AB3696                         *CURRENT SURVEY CONTROL
 AB3696  ___________________________________________________________________
 AB3696* NAD 83(1994)-  32 27 20.77929(N)    081 44 05.04639(W)     ADJUSTED  
 AB3696* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 AB3696  ___________________________________________________________________
 AB3696  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AB3696  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AB3696
 AB3696  HORZ ORDER  -  SECOND
 AB3696
 AB3696.The horizontal coordinates were established by classical geodetic methods
 AB3696.and adjusted by the National Geodetic Survey in September 1997..
 AB3696
 AB3696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3696
 AB3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3696
 AB3696.The geoid height was determined by GEOID03.
 AB3696
 AB3696;                    North         East     Units Scale Factor Converg.
 AB3696;SPC GA E     -   272,334.878   240,607.486   MT  0.99992033   +0 13 54.5
 AB3696;SPC GA E     -   893,485.35    789,393.06   sFT  0.99992033   +0 13 54.5
 AB3696;UTM  17      - 3,591,194.022   430,945.026   MT  0.99965880   -0 23 39.5
 AB3696
 AB3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3696!SPC GA E     -   0.99999527  x   0.99992033  =   0.99991560
 AB3696!UTM  17      -   0.99999527  x   0.99965880  =   0.99965407
 AB3696
 AB3696                          SUPERSEDED SURVEY CONTROL
 AB3696
 AB3696  NAD 83(1986)-  32 27 20.77496(N)    081 44 05.04931(W) AD(       ) 2
 AB3696  NGVD 29 (05/08/96)   60.4    (m)          198.     (f) VERT ANG       
 AB3696
 AB3696.Superseded values are not recommended for survey control.
 AB3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3696.See file dsdata.txt to determine how the superseded data were derived.
 AB3696
 AB3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3094591194(NAD 83)
 AB3696_MARKER: DD = SURVEY DISK
 AB3696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3696
 AB3696  HISTORY     - Date     Condition        Report By
 AB3696  HISTORY     - 1981     MONUMENTED       GADT
 AB3696
 AB3696                          STATION DESCRIPTION
 AB3696
 AB3696'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3696'THE STATION IS LOCATED ABOUT 4.75 KM (2.95 MI) EAST OF STATESBORO,
 AB3696'10.8 KM (6.7 MI) NORTHWEST OF BROOKLET, AND 20.3 KM (12.6 MI)
 AB3696'WEST-SOUTHWEST OF OLIVER. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3696'26) AND STATE ROUTE 24, GO EAST ALONG STATE ROUTE 24 FOR 0.55 KM (0.35
 AB3696'MI) TO THE JUNCTION OF PACKING HOUSE ROAD TO THE LEFT.  CONTINUE GOING
 AB3696'EAST ALONG STATE ROUTE 24 FOR 2.25 KM (1.4 MI) TO THE JUNCTION OF
 AB3696'PAVED COUNTY ROAD 340 TO THE RIGHT, AND DIRT COUNTY ROAD 340 TO THE
 AB3696'LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 0.95 KM (0.6 MI)
 AB3696'TO THE MARK ON THE RIGHT.
 AB3696'THE STATION IS A STANDARD GADT DISK STAMPED---016-215 1981 AZ MK---,
 AB3696'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3696'FLUSH WITH GROUND.  IT IS LOCATED 9.75 METERS (32.00 FT) SOUTH FROM
 AB3696'THE CENTERLINE OF STATE ROUTE 24, 3.65 METERS (12.00 FT) SOUTHWEST
 AB3696'FROM THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE
 AB3696'SOUTH, 0.6 METER (2.00 FT) WEST FROM A TELEPHONE POLE WITH A PEDESTAL
 AB3696'ON THE SOUTH SIDE OF STATE ROUTE 24, AND 1.52 METERS (5.00 FT)
 AB3696'EAST-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3696'GADT DISK STAMPED---016-215 1981 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3696'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3696'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3696'GA.  1976.  REVISED AUGUST 1976.
 AB3696'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3697 ***********************************************************************
 AB3697  DESIGNATION -  BV 016 215 RM 1
 AB3697  PID         -  AB3697
 AB3697  STATE/COUNTY-  GA/BULLOCH
 AB3697  USGS QUAD   -  BROOKLET (1978)
 AB3697
 AB3697                         *CURRENT SURVEY CONTROL
 AB3697  ___________________________________________________________________
 AB3697* NAD 83(1994)-  32 27 18.43632(N)    081 44 32.89528(W)     ADJUSTED  
 AB3697* NAVD 88     -        64.01   (+/-2cm)     210.0    (feet)  VERTCON   
 AB3697  ___________________________________________________________________
 AB3697  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AB3697  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AB3697
 AB3697  HORZ ORDER  -  SECOND
 AB3697  VERT ORDER  -  THIRD (See Below)
 AB3697
 AB3697.The horizontal coordinates were established by classical geodetic methods
 AB3697.and adjusted by the National Geodetic Survey in September 1997..
 AB3697
 AB3697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3697.The vertical order pertains to the NGVD 29 superseded value.
 AB3697
 AB3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3697
 AB3697.The geoid height was determined by GEOID03.
 AB3697
 AB3697;                    North         East     Units Scale Factor Converg.
 AB3697;SPC GA E     -   272,259.795   239,880.496   MT  0.99991961   +0 13 39.5
 AB3697;SPC GA E     -   893,239.01    787,007.93   sFT  0.99991961   +0 13 39.5
 AB3697;UTM  17      - 3,591,126.905   430,217.448   MT  0.99966005   -0 23 54.4
 AB3697
 AB3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3697!SPC GA E     -   0.99999467  x   0.99991961  =   0.99991428
 AB3697!UTM  17      -   0.99999467  x   0.99966005  =   0.99965472
 AB3697
 AB3697                          SUPERSEDED SURVEY CONTROL
 AB3697
 AB3697  NAD 83(1986)-  32 27 18.43208(N)    081 44 32.89819(W) AD(       ) 2
 AB3697  NGVD 29 (05/08/96)   64.24   (m)          210.8    (f) LEVELING    3  
 AB3697
 AB3697.Superseded values are not recommended for survey control.
 AB3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3697.See file dsdata.txt to determine how the superseded data were derived.
 AB3697
 AB3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3021791127(NAD 83)
 AB3697_MARKER: DD = SURVEY DISK
 AB3697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3697
 AB3697  HISTORY     - Date     Condition        Report By
 AB3697  HISTORY     - 1981     MONUMENTED       GADT
 AB3697
 AB3697                          STATION DESCRIPTION
 AB3697
 AB3697'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3697'THE STATION IS LOCATED ABOUT 3.95 KM (2.45 MI) EAST OF STATESBORO,
 AB3697'11.35 KM (7.05 MI) NORTHWEST OF BROOKLET, AND 21.00 KM (13.05 MI)
 AB3697'WEST-SOUTHWEST OF OLIVER. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3697'26) AND STATE ROUTE 24, GO EAST ALONG STATE ROUTE 24 FOR 0.55 KM (0.35
 AB3697'MI) TO THE JUNCTION OF PACKING HOUSE ROAD TO THE LEFT.  CONTINUE GOING
 AB3697'EAST ALONG STATE ROUTE 24 FOR 2.25 KM (1.4 MI) TO THE JUNCTION OF
 AB3697'PAVED COUNTY ROAD 340 TO THE RIGHT, AND DIRT COUNTY ROAD 340 TO THE
 AB3697'LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 0.25 KM (0.15 MI)
 AB3697'TO THE STATION ON THE LEFT.
 AB3697'THE STATION IS A STANDARD GADT DISK STAMPED---016-215 1981 RM 1---,
 AB3697'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3697'FLUSH WITH GROUND.  IT IS LOCATED 8.83 METERS (29.00 FT) SOUTH FROM
 AB3697'THE CENTERLINE OF STATE ROUTE 24, 5.63 METERS (18.5 FT) EAST FROM A
 AB3697'TELEPHONE POLE ON THE SOUTH SIDE OF STATE ROUTE 24 WITH A PEDESTAL AT
 AB3697'THE BASE OF THE POLE, AND 1.00 METER (3.30 FT) EAST FROM A WITNESS
 AB3697'POST.
 AB3697'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3697'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3697'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3698 ***********************************************************************
 AB3698  DESIGNATION -  BV 016 216
 AB3698  PID         -  AB3698
 AB3698  STATE/COUNTY-  GA/BULLOCH
 AB3698  USGS QUAD   -  BROOKLET (1978)
 AB3698
 AB3698                         *CURRENT SURVEY CONTROL
 AB3698  ___________________________________________________________________
 AB3698* NAD 83(1994)-  32 29 44.92391(N)    081 41 29.45793(W)     ADJUSTED  
 AB3698* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 AB3698  ___________________________________________________________________
 AB3698  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AB3698  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AB3698
 AB3698  HORZ ORDER  -  SECOND
 AB3698
 AB3698.The horizontal coordinates were established by classical geodetic methods
 AB3698.and adjusted by the National Geodetic Survey in September 1997..
 AB3698
 AB3698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3698
 AB3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3698
 AB3698.The geoid height was determined by GEOID03.
 AB3698
 AB3698;                    North         East     Units Scale Factor Converg.
 AB3698;SPC GA E     -   276,792.022   244,650.933   MT  0.99992458   +0 15 19.0
 AB3698;SPC GA E     -   908,108.49    802,658.94   sFT  0.99992458   +0 15 19.0
 AB3698;UTM  17      - 3,595,605.512   435,035.870   MT  0.99965204   -0 22 17.5
 AB3698
 AB3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3698!SPC GA E     -   0.99999322  x   0.99992458  =   0.99991780
 AB3698!UTM  17      -   0.99999322  x   0.99965204  =   0.99964526
 AB3698
 AB3698                          SUPERSEDED SURVEY CONTROL
 AB3698
 AB3698  NAD 83(1986)-  32 29 44.91909(N)    081 41 29.46027(W) AD(       ) 2
 AB3698  NGVD 29 (05/08/96)   73.6    (m)          241.     (f) VERT ANG       
 AB3698
 AB3698.Superseded values are not recommended for survey control.
 AB3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3698.See file dsdata.txt to determine how the superseded data were derived.
 AB3698
 AB3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3503695606(NAD 83)
 AB3698_MARKER: DD = SURVEY DISK
 AB3698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3698
 AB3698  HISTORY     - Date     Condition        Report By
 AB3698  HISTORY     - 1981     MONUMENTED       GADT
 AB3698
 AB3698                          STATION DESCRIPTION
 AB3698
 AB3698'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3698'THE STATION IS LOCATED ABOUT 10.55 KM (6.55 MI) EAST-NORTHEAST OF
 AB3698'STATESBORO, 13.3 KM (8.25 MI) NORTH OF BROOKLET, AND 15 KM (9.3 MI)
 AB3698'WEST OF OLIVER. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (U.S.
 AB3698'HIGHWAY 25) AND U.S. HIGHWAY 301 IN STATESBORO, GO NORTH ALONG U.S.
 AB3698'HIGHWAY 301 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3698'461 TO THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 4.1
 AB3698'KM (2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 445 CROSSING.  TURN
 AB3698'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 445 FOR 3.2 KM (1.95 MI) TO
 AB3698'THE JUNCTION OF DIRT COUNTY ROAD 470 TO THE LEFT.  CONTINUE GOING
 AB3698'SOUTHEAST ALONG COUNTY ROAD 445 FOR 1.8 KM (1.1 MI) TO THE STATION ON
 AB3698'THE LEFT.
 AB3698'THE STATION IS A STANDARD GADT DISK STAMPED---016-216 1981---, SET
 AB3698'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3698'WITH GROUND.  IT IS LOCATED 11.28 METERS (37 FT) NORTH-NORTHEAST FROM
 AB3698'THE CENTERLINE OF THE ROAD, 23.32 METERS (76.5 FT) NORTH-NORTHEAST
 AB3698'FROM A TELEPHONE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, 33.83 METERS
 AB3698'(111.0 FT) NORTH FROM ANOTHER TELEPHONE PEDESTAL ON THE SOUTH SIDE OF
 AB3698'THE ROAD, 26.21 METERS (86 FT) NORTHEAST FROM A FENCE CORNER ON THE
 AB3698'SOUTH SIDE OF THE ROAD, 1.98 METERS (6.5 FT) SOUTHWEST FROM A
 AB3698'FENCELINE ON THE NORTH SIDE OF THE ROAD, AND 1.37 METERS (4.5 FT)
 AB3698'SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3698'DISK STAMPED---016-216 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3698'.91 METERS BELOW THE SURFACE.
 AB3698'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-216
 AB3698'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3698'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 10.67 METERS (35 FT)
 AB3698'NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 24.08 METERS (79 FT)
 AB3698'NORTH-NORTHEAST FROM THE TELEPHONE PEDESTAL ON THE SOUTH SIDE OF THE
 AB3698'ROAD, 28.35 METERS (93 FT) NORTHEAST FROM THE OTHER TELEPHONE PEDESTAL
 AB3698'ON THE SOUTH SIDE OF THE ROAD, 2.59 METERS (8.5 FT) SOUTHWEST FROM THE
 AB3698'FENCELINE ON THE NORTH SIDE OF THE ROAD, AND 0.76 METER (2.5 FT)
 AB3698'SOUTHWEST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3698'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-216 1981
 AB3698'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3698'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 12.5 METERS (41 FT)
 AB3698'SOUTHWEST FROM THE CENTERLINE OF COUNTY THE ROAD 445, 15.85 METERS (52
 AB3698'FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 468, 4.11 METERS
 AB3698'(13.5 FT) EAST FROM THE INTERSECTION OF A NORTHSOUTH FENCELINE WITH AN
 AB3698'EAST WEST FENCELINE, AND 0.61 METER (2 FT) NORTHEAST FROM A WITNESS
 AB3698'POST SET AT A FENCELINE. THE UNDERGROUND MARK IS A STANDARD DISK
 AB3698'STAMPED---016-216 1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3698'0.91 METER BELOW THE SURFACE. TO REACH AZIMUTH MARK FROM THE STATION
 AB3698'PROCEED SOUTHEAST ALONG COUNTY ROAD 445 FOR 0.7 KM (0.45 MI) TO THE
 AB3698'JUNCTION OF DIRT COUNTY ROAD 468 TO THE LEFT AND THE MARK ON THE
 AB3698'RIGHT.
 AB3698'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3698'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3698'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3699 ***********************************************************************
 AB3699  DESIGNATION -  BV 016 216 AZ MK
 AB3699  PID         -  AB3699
 AB3699  STATE/COUNTY-  GA/BULLOCH
 AB3699  USGS QUAD   -  BROOKLET (1978)
 AB3699
 AB3699                         *CURRENT SURVEY CONTROL
 AB3699  ___________________________________________________________________
 AB3699* NAD 83(1994)-  32 29 31.73604(N)    081 41 07.58620(W)     ADJUSTED  
 AB3699* NAVD 88     -        71.3    (meters)     234.     (feet)  VERTCON   
 AB3699  ___________________________________________________________________
 AB3699  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AB3699  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AB3699
 AB3699  HORZ ORDER  -  SECOND
 AB3699
 AB3699.The horizontal coordinates were established by classical geodetic methods
 AB3699.and adjusted by the National Geodetic Survey in September 1997..
 AB3699
 AB3699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3699
 AB3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3699
 AB3699.The geoid height was determined by GEOID03.
 AB3699
 AB3699;                    North         East     Units Scale Factor Converg.
 AB3699;SPC GA E     -   276,388.373   245,223.698   MT  0.99992521   +0 15 30.6
 AB3699;SPC GA E     -   906,784.19    804,538.08   sFT  0.99992521   +0 15 30.6
 AB3699;UTM  17      - 3,595,195.734   435,604.030   MT  0.99965113   -0 22 05.6
 AB3699
 AB3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3699!SPC GA E     -   0.99999354  x   0.99992521  =   0.99991875
 AB3699!UTM  17      -   0.99999354  x   0.99965113  =   0.99964467
 AB3699
 AB3699                          SUPERSEDED SURVEY CONTROL
 AB3699
 AB3699  NAD 83(1986)-  32 29 31.73115(N)    081 41 07.58860(W) AD(       ) 2
 AB3699  NGVD 29 (05/08/96)   71.6    (m)          235.     (f) VERT ANG       
 AB3699
 AB3699.Superseded values are not recommended for survey control.
 AB3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3699.See file dsdata.txt to determine how the superseded data were derived.
 AB3699
 AB3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3560495196(NAD 83)
 AB3699_MARKER: DD = SURVEY DISK
 AB3699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3699
 AB3699  HISTORY     - Date     Condition        Report By
 AB3699  HISTORY     - 1981     MONUMENTED       GADT
 AB3699
 AB3699                          STATION DESCRIPTION
 AB3699
 AB3699'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3699'THE STATION IS LOCATED ABOUT 10.85 KM (6.75 MI) EAST-NORTHEAST OF
 AB3699'STATESBORO, 12.7 KM (7.9 MI) NORTH OF BROOKLET, AND 14.4 KM (8.95 MI)
 AB3699'WEST OF OLIVER. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (U.S.
 AB3699'HIGHWAY 25) WITH U.S. HIGHWAY 301 IN STATESBORO, GO NORTH ALONG U.S.
 AB3699'HIGHWAY 301 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3699'461 TO THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 4.1
 AB3699'KM (2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 445 CROSSING.  TURN
 AB3699'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 445 FOR 3.2 KM (1.95 MI) TO
 AB3699'THE JUNCTION OF DIRT COUNTY ROAD 470 TO THE LEFT.  CONTINUE GOING
 AB3699'SOUTHEAST ALONG COUNTY ROAD 445 FOR 2.5 KM (1.55 MI) TO THE JUNCTION
 AB3699'OF COUNTY ROAD 468 TO THE LEFT AND THE STATION ON THE RIGHT.
 AB3699'THE STATION IS A STANDARD GADT DISK STAMPED---016-216 1981 AZ MK---,
 AB3699'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3699'FLUSH WITH GROUND.  IT IS LOCATED 12.5 METERS (41 FT) SOUTHWEST FROM
 AB3699'THE CENTERLINE OF THE ROAD, 15.85 METERS (52 FT) SOUTHEAST FROM THE
 AB3699'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 445 AND 448,
 AB3699'4.11 METERS (13.5 FT) EAST FROM THE INTERSECTION OF A NORTHSOUTH
 AB3699'FENCELINE WITH AN EAST WEST FENCELINE AND 0.61 METER (2 FT) NORTHEAST
 AB3699'FROM A WITNESS POST SET AT A FENCELINE. THE UNDERGROUND MARK IS A
 AB3699'STANDARD GADT DISK STAMPED---016-216 1981 AZ MK---, SET INTO AN
 AB3699'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3699'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3699'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3699'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3700 ***********************************************************************
 AB3700  DESIGNATION -  BV 016 216 RM 1
 AB3700  PID         -  AB3700
 AB3700  STATE/COUNTY-  GA/BULLOCH
 AB3700  USGS QUAD   -  BROOKLET (1978)
 AB3700
 AB3700                         *CURRENT SURVEY CONTROL
 AB3700  ___________________________________________________________________
 AB3700* NAD 83(1994)-  32 29 44.52332(N)    081 41 28.79488(W)     ADJUSTED  
 AB3700* NAVD 88     -        73.42   (+/-2cm)     240.9    (feet)  VERTCON   
 AB3700  ___________________________________________________________________
 AB3700  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AB3700  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AB3700
 AB3700  HORZ ORDER  -  SECOND
 AB3700  VERT ORDER  -  THIRD (See Below)
 AB3700
 AB3700.The horizontal coordinates were established by classical geodetic methods
 AB3700.and adjusted by the National Geodetic Survey in September 1997..
 AB3700
 AB3700.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3700.The vertical order pertains to the NGVD 29 superseded value.
 AB3700
 AB3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3700
 AB3700.The geoid height was determined by GEOID03.
 AB3700
 AB3700;                    North         East     Units Scale Factor Converg.
 AB3700;SPC GA E     -   276,779.760   244,668.296   MT  0.99992460   +0 15 19.3
 AB3700;SPC GA E     -   908,068.26    802,715.90   sFT  0.99992460   +0 15 19.3
 AB3700;UTM  17      - 3,595,593.065   435,053.093   MT  0.99965201   -0 22 17.1
 AB3700
 AB3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3700!SPC GA E     -   0.99999321  x   0.99992460  =   0.99991781
 AB3700!UTM  17      -   0.99999321  x   0.99965201  =   0.99964522
 AB3700
 AB3700                          SUPERSEDED SURVEY CONTROL
 AB3700
 AB3700  NAD 83(1986)-  32 29 44.51850(N)    081 41 28.79722(W) AD(       ) 2
 AB3700  NGVD 29 (05/08/96)   73.65   (m)          241.6    (f) LEVELING    3  
 AB3700
 AB3700.Superseded values are not recommended for survey control.
 AB3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3700.See file dsdata.txt to determine how the superseded data were derived.
 AB3700
 AB3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3505395593(NAD 83)
 AB3700_MARKER: DD = SURVEY DISK
 AB3700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3700
 AB3700  HISTORY     - Date     Condition        Report By
 AB3700  HISTORY     - 1981     MONUMENTED       GADT
 AB3700
 AB3700                          STATION DESCRIPTION
 AB3700
 AB3700'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3700'THE STATION IS LOCATED ABOUT 10.55 KM (6.55 MI) EAST-NORTHEAST OF
 AB3700'STATESBORO, 13.3 KM (8.25 MI) NORTH OF BROOKLET, AND 15 KM (9.3 MI)
 AB3700'WEST OF OLIVER. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (U.S.
 AB3700'HIGHWAY 25) AND U.S. HIGHWAY 301 IN STATESBORO, GO NORTH ALONG U.S.
 AB3700'HIGHWAY 301 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3700'461 TO THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 4.1
 AB3700'KM (2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 445 CROSSING.  TURN
 AB3700'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 445 FOR 3.2 KM (1.95 MI) TO
 AB3700'THE JUNCTION OF DIRT COUNTY ROAD 470 TO THE LEFT.  CONTINUE GOING
 AB3700'SOUTHEAST ALONG COUNTY ROAD 445 FOR 1.8 KM (1.1 MI) TO THE STATION ON
 AB3700'THE LEFT.
 AB3700'THE STATION IS A STANDARD GADT DISK STAMPED---016-216 1981 RM 1---,
 AB3700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3700'FLUSH WITH GROUND.  IT IS LOCATED 10.67 METERS (35 FT) NORTH-NORTHEAST
 AB3700'FROM THE CENTERLINE OF THE ROAD, 24.08 METERS (79 FT) NORTH-NORTHEAST
 AB3700'FROM A TELEPHONE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, 28.35 METERS
 AB3700'(93 FT) NORTHEAST FROM ANOTHER TELEPHONE PEDESTAL ON THE SOUTH SIDE OF
 AB3700'THE ROAD, 2.59 METERS (8.5 FT) SOUTHWEST FROM A FENCELINE ON THE NORTH
 AB3700'SIDE OF THE ROAD, AND 0.76 METER (2.5 FT) SOUTHWEST FROM A WITNESS
 AB3700'POST.
 AB3700'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3700'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3700'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3707 ***********************************************************************
 AB3707  DESIGNATION -  BV 016 217
 AB3707  PID         -  AB3707
 AB3707  STATE/COUNTY-  GA/BULLOCH
 AB3707  USGS QUAD   -  BROOKLET (1978)
 AB3707
 AB3707                         *CURRENT SURVEY CONTROL
 AB3707  ___________________________________________________________________
 AB3707* NAD 83(1994)-  32 28 05.88126(N)    081 38 38.20795(W)     ADJUSTED  
 AB3707* NAVD 88     -        54.6    (meters)     179.     (feet)  VERTCON   
 AB3707  ___________________________________________________________________
 AB3707  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AB3707  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AB3707
 AB3707  HORZ ORDER  -  SECOND
 AB3707
 AB3707.The horizontal coordinates were established by classical geodetic methods
 AB3707.and adjusted by the National Geodetic Survey in September 1997..
 AB3707
 AB3707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3707
 AB3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3707
 AB3707.The geoid height was determined by GEOID03.
 AB3707
 AB3707;                    North         East     Units Scale Factor Converg.
 AB3707;SPC GA E     -   273,762.252   249,136.135   MT  0.99992976   +0 16 50.2
 AB3707;SPC GA E     -   898,168.32    817,374.14   sFT  0.99992976   +0 16 50.2
 AB3707;UTM  17      - 3,592,527.735   439,486.432   MT  0.99964515   -0 20 44.5
 AB3707
 AB3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3707!SPC GA E     -   0.99999618  x   0.99992976  =   0.99992594
 AB3707!UTM  17      -   0.99999618  x   0.99964515  =   0.99964133
 AB3707
 AB3707                          SUPERSEDED SURVEY CONTROL
 AB3707
 AB3707  NAD 83(1986)-  32 28 05.87598(N)    081 38 38.20991(W) AD(       ) 2
 AB3707  NGVD 29 (05/08/96)   54.8    (m)          180.     (f) VERT ANG       
 AB3707
 AB3707.Superseded values are not recommended for survey control.
 AB3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3707.See file dsdata.txt to determine how the superseded data were derived.
 AB3707
 AB3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3948692528(NAD 83)
 AB3707_MARKER: DD = SURVEY DISK
 AB3707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3707
 AB3707  HISTORY     - Date     Condition        Report By
 AB3707  HISTORY     - 1981     MONUMENTED       GADT
 AB3707
 AB3707                          STATION DESCRIPTION
 AB3707
 AB3707'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3707'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) NORTH-NORTHEAST OF
 AB3707'BROOKLET, 11.5 KM (7.15 MI) WEST-SOUTHWEST OF OLIVER, AND 13.7 KM (8.5
 AB3707'MI) EAST OF STATESBORO. OWNERSHIP--CARRIE WALKER, STATESBORO GEORGIA
 AB3707'30458.
 AB3707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3707'26) AND STATE ROUTE 24 IN STATESBORO, GO EAST ALONG STATE ROUTE 24 FOR
 AB3707'6.1 KM (3.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 441 FORKING TO THE
 AB3707'RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 4.7 KM (2.9 MI)
 AB3707'TO THE JUNCTION OF PAVED COUNTY ROAD 445 CROSSING.  TURN RIGHT GOING
 AB3707'SOUTH ALONG COUNTY ROAD 445 FOR 2.3 KM (1.4 MI) TO THE JUNCTION OF
 AB3707'DIRT COUNTY ROAD 429 CROSSING.  TURN LEFT GOING NORTHEASTERLY ALONG
 AB3707'COUNTY ROAD 429 FOR 1.8 KM (1.1 MI) TO THE STATION ON THE LEFT.
 AB3707'THE STATION IS A STANDARD GADT DISK STAMPED---016-217 1981---, SET
 AB3707'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3707'15 CM BELOW THE GROUND.  IT IS LOCATED 6.4 METERS (21 FT) NORTHWEST
 AB3707'FROM THE CENTERLINE OF THE COUNTY ROAD, 23.01 METERS (75.5 FT)
 AB3707'SOUTHWEST FROM A POWER POLE ON THE NORTH SIDE OF THE COUNTY ROAD,
 AB3707'19.81 METERS (65 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 AB3707'WHITE FRAME HOUSE, 12.95 METERS (42.5 FT) WEST FROM THE WEST END OF A
 AB3707'30 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH, AND
 AB3707'1.0 METER (3.3 FT) EAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3707'STANDARD GADT DISK STAMPED---016-217 1981---, SET INTO AN IRREGULAR
 AB3707'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3707'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-217
 AB3707'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3707'DIAMETER RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED 10.97 METERS
 AB3707'(36 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD, 5.02 METERS (16.5
 AB3707'FT) NORTHWEST FROM THE POWER POLE, 7.92 METERS (26 FT) NORTH-NORTHEAST
 AB3707'FROM THE EAST END OF THE CONCRETE PIPE UNDER THE DRIVEWAY TO THE
 AB3707'NORTH, AND 9.44 METERS (31 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 AB3707'THE HOUSE. MARK IS LEVEL WITH STATION.
 AB3707'REFERENCE MARK NUMBER 02 IS A STANDARD GADT DISK STAMPED---016-217
 AB3707'1981 RM 2---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3707'DIAMETER RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED 4.88 METERS
 AB3707'(16 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE ROAD, 19.96 METERS
 AB3707'(65.5 FT) WEST FROM A FENCE CORNER, 22.09 METERS (72.5 FT) WEST FROM
 AB3707'THE WEST END OF A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH,
 AB3707'1.68 METERS (5.5 FT) SOUTH-SOUTHWEST FROM A FENCE ON THE NORTH SIDE OF
 AB3707'THE ROAD, AND 1.21 METERS (4 FT) SOUTHWEST FROM A WITNESS POST. MARK
 AB3707'IS LEVEL WITH STATION.
 AB3707'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-217 1981 RM
 AB3707'2---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3707'SURFACE.
 AB3707'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3707'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3707'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3709 ***********************************************************************
 AB3709  DESIGNATION -  BV 016 217 RM 1
 AB3709  PID         -  AB3709
 AB3709  STATE/COUNTY-  GA/BULLOCH
 AB3709  USGS QUAD   -  BROOKLET (1978)
 AB3709
 AB3709                         *CURRENT SURVEY CONTROL
 AB3709  ___________________________________________________________________
 AB3709* NAD 83(1994)-  32 28 06.44911(N)    081 38 37.62622(W)     ADJUSTED  
 AB3709* NAVD 88     -        54.42   (+/-2cm)     178.5    (feet)  VERTCON   
 AB3709  ___________________________________________________________________
 AB3709  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AB3709  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AB3709
 AB3709  HORZ ORDER  -  SECOND
 AB3709  VERT ORDER  -  THIRD (See Below)
 AB3709
 AB3709.The horizontal coordinates were established by classical geodetic methods
 AB3709.and adjusted by the National Geodetic Survey in September 1997..
 AB3709
 AB3709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3709.The vertical order pertains to the NGVD 29 superseded value.
 AB3709
 AB3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3709
 AB3709.The geoid height was determined by GEOID03.
 AB3709
 AB3709;                    North         East     Units Scale Factor Converg.
 AB3709;SPC GA E     -   273,779.817   249,151.239   MT  0.99992978   +0 16 50.5
 AB3709;SPC GA E     -   898,225.95    817,423.69   sFT  0.99992978   +0 16 50.5
 AB3709;UTM  17      - 3,592,545.129   439,501.723   MT  0.99964513   -0 20 44.2
 AB3709
 AB3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3709!SPC GA E     -   0.99999621  x   0.99992978  =   0.99992599
 AB3709!UTM  17      -   0.99999621  x   0.99964513  =   0.99964134
 AB3709
 AB3709                          SUPERSEDED SURVEY CONTROL
 AB3709
 AB3709  NAD 83(1986)-  32 28 06.44382(N)    081 38 37.62818(W) AD(       ) 2
 AB3709  NGVD 29 (05/08/96)   54.66   (m)          179.3    (f) LEVELING    3  
 AB3709
 AB3709.Superseded values are not recommended for survey control.
 AB3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3709.See file dsdata.txt to determine how the superseded data were derived.
 AB3709
 AB3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3950292545(NAD 83)
 AB3709_MARKER: DD = SURVEY DISK
 AB3709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3709
 AB3709  HISTORY     - Date     Condition        Report By
 AB3709  HISTORY     - 1981     MONUMENTED       GADT
 AB3709
 AB3709                          STATION DESCRIPTION
 AB3709
 AB3709'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3709'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) NORTH-NORTHEAST OF
 AB3709'BROOKLET, 11.5 KM (7.15 MI) WEST-SOUTHWEST OF OLIVER, AND 13.7 KM (8.5
 AB3709'MI) EAST OF STATESBORO. OWNERSHIP--CARRIE WALKER, STATESBORO GEORGIA
 AB3709'30458.
 AB3709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3709'26) AND STATE ROUTE 24 IN STATESBORO, GO EAST ALONG STATE ROUTE 24 FOR
 AB3709'6.1 KM (3.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 441 FORKING TO THE
 AB3709'RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 4.7 KM (2.9 MI)
 AB3709'TO THE JUNCTION OF PAVED COUNTY ROAD 445 CROSSING.  TURN RIGHT GOING
 AB3709'SOUTH ALONG COUNTY ROAD 445 FOR 2.3 KM (1.4 MI) TO THE JUNCTION OF
 AB3709'DIRT COUNTY ROAD 429 CROSSING. TURN LEFT GOING NORTHEASTERLY ALONG
 AB3709'COUNTY ROAD 429 FOR 1.8 KM (1.1 MI) TO THE STATION ON THE LEFT IN
 AB3709'FRONT OF A VACANT FRAME HOUSE.
 AB3709'THE STATION IS A STANDARD GADT DISK STAMPED---016-217 1981 RM 1---,
 AB3709'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3709'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED 10.97 METERS (36 FT)
 AB3709'NORTHWEST FROM THE CENTERLINE OF THE ROAD. 5.02 METERS (16.5 FT)
 AB3709'NORTHWEST FROM A POWER POLE, 7.92 METERS (26 FT) NORTH-NORTHEAST FROM
 AB3709'THE EAST END OF A 30 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO
 AB3709'THE NORTH, AND 9.44 METERS (31 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 AB3709'OF THE HOUSE.
 AB3709'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3709'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3709'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3708 ***********************************************************************
 AB3708  DESIGNATION -  BV 016 217 RM 2
 AB3708  PID         -  AB3708
 AB3708  STATE/COUNTY-  GA/BULLOCH
 AB3708  USGS QUAD   -  BROOKLET (1978)
 AB3708
 AB3708                         *CURRENT SURVEY CONTROL
 AB3708  ___________________________________________________________________
 AB3708* NAD 83(1994)-  32 28 09.98898(N)    081 38 31.13678(W)     ADJUSTED  
 AB3708* NAVD 88     -        52.0    (meters)     171.     (feet)  VERTCON   
 AB3708  ___________________________________________________________________
 AB3708  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AB3708  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AB3708
 AB3708  HORZ ORDER  -  SECOND
 AB3708
 AB3708.The horizontal coordinates were established by classical geodetic methods
 AB3708.and adjusted by the National Geodetic Survey in September 1997..
 AB3708
 AB3708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3708
 AB3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3708
 AB3708.The geoid height was determined by GEOID03.
 AB3708
 AB3708;                    North         East     Units Scale Factor Converg.
 AB3708;SPC GA E     -   273,889.683   249,320.153   MT  0.99992999   +0 16 54.1
 AB3708;SPC GA E     -   898,586.40    817,977.87   sFT  0.99992999   +0 16 54.1
 AB3708;UTM  17      - 3,592,653.110   439,671.779   MT  0.99964488   -0 20 40.8
 AB3708
 AB3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3708!SPC GA E     -   0.99999658  x   0.99992999  =   0.99992657
 AB3708!UTM  17      -   0.99999658  x   0.99964488  =   0.99964146
 AB3708
 AB3708                          SUPERSEDED SURVEY CONTROL
 AB3708
 AB3708  NAD 83(1986)-  32 28 09.98367(N)    081 38 31.13870(W) AD(       ) 2
 AB3708  NGVD 29 (05/08/96)   52.3    (m)          172.     (f) VERT ANG       
 AB3708
 AB3708.Superseded values are not recommended for survey control.
 AB3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3708.See file dsdata.txt to determine how the superseded data were derived.
 AB3708
 AB3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3967292653(NAD 83)
 AB3708_MARKER: DD = SURVEY DISK
 AB3708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3708
 AB3708  HISTORY     - Date     Condition        Report By
 AB3708  HISTORY     - 1981     MONUMENTED       GADT
 AB3708
 AB3708                          STATION DESCRIPTION
 AB3708
 AB3708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3708'THE STATION IS LOCATED ABOUT 10.45 KM (6.5 MI) NORTH-NORTHEAST OF
 AB3708'BROOKLET, 11.25 KM (7 MI) WEST-SOUTHWEST OF OLIVER, AND 14 KM (8.7 MI)
 AB3708'EAST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3708'26) AND STATE ROUTE 24 IN STATESBORO, GO EAST ALONG STATE ROUTE 24 FOR
 AB3708'6.1 KM (3.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 441 FORKING TO THE
 AB3708'RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 4.7 KM (2.9 MI)
 AB3708'TO THE JUNCTION OF PAVED COUNTY ROAD 445 CROSSING.  TURN RIGHT GOING
 AB3708'SOUTH ALONG COUNTY ROAD 445 FOR 2.3 KM (1.4 MI) TO THE JUNCTION OF
 AB3708'DIRT COUNTY ROAD 429 CROSSING. TURN LEFT GOING NORTHEASTERLY ALONG
 AB3708'COUNTY ROAD 429 FOR 1.8 KM (1.25 MI) TO THE STATION ON THE LEFT.
 AB3708'THE STATION IS A STANDARD GADT DISK STAMPED---016-217 1981 RM 2---,
 AB3708'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3708'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED 4.88 METERS (16 FT)
 AB3708'NORTH-NORTHWEST FROM THE CENTERLINE OF THE ROAD, 19.96 METERS (65.5
 AB3708'FT) WEST FROM A FENCE CORNER, 22.09 METERS (72.5 FT) WEST FROM THE
 AB3708'WEST END OF A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH,
 AB3708'1.68 METERS (5.5 FT) SOUTH-SOUTHWEST FROM A FENCELINE ON THE NORTH
 AB3708'SIDE OF THE ROAD, AND 1.21 METERS (4 FT) SOUTHWEST FROM A WITNESS
 AB3708'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-217
 AB3708'1981 RM 2---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW
 AB3708'THE SURFACE.
 AB3708'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3708'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3708'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3713 ***********************************************************************
 AB3713  DESIGNATION -  BV 016 218
 AB3713  PID         -  AB3713
 AB3713  STATE/COUNTY-  GA/BULLOCH
 AB3713  USGS QUAD   -  STATESBORO (1993)
 AB3713
 AB3713                         *CURRENT SURVEY CONTROL
 AB3713  ___________________________________________________________________
 AB3713* NAD 83(1994)-  32 25 28.13530(N)    081 46 50.00619(W)     ADJUSTED  
 AB3713* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 AB3713  ___________________________________________________________________
 AB3713  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AB3713  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3713
 AB3713  HORZ ORDER  -  SECOND
 AB3713
 AB3713.The horizontal coordinates were established by classical geodetic methods
 AB3713.and adjusted by the National Geodetic Survey in September 1997..
 AB3713
 AB3713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3713
 AB3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3713
 AB3713.The geoid height was determined by GEOID03.
 AB3713
 AB3713;                    North         East     Units Scale Factor Converg.
 AB3713;SPC GA E     -   268,848.797   236,312.087   MT  0.99991625   +0 12 25.3
 AB3713;SPC GA E     -   882,048.09    775,300.57   sFT  0.99991625   +0 12 25.3
 AB3713;UTM  17      - 3,587,755.946   426,612.913   MT  0.99966641   -0 25 06.8
 AB3713
 AB3713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3713!SPC GA E     -   0.99999074  x   0.99991625  =   0.99990699
 AB3713!UTM  17      -   0.99999074  x   0.99966641  =   0.99965715
 AB3713
 AB3713                          SUPERSEDED SURVEY CONTROL
 AB3713
 AB3713  NAD 83(1986)-  32 25 28.13302(N)    081 46 50.00675(W) AD(       ) 2
 AB3713  NGVD 29 (05/08/96)   89.2    (m)          293.     (f) VERT ANG       
 AB3713
 AB3713.Superseded values are not recommended for survey control.
 AB3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3713.See file dsdata.txt to determine how the superseded data were derived.
 AB3713
 AB3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2661387756(NAD 83)
 AB3713_MARKER: DD = SURVEY DISK
 AB3713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3713
 AB3713  HISTORY     - Date     Condition        Report By
 AB3713  HISTORY     - 1982     MONUMENTED       GADT
 AB3713
 AB3713                          STATION DESCRIPTION
 AB3713
 AB3713'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3713'THE STATION IS LOCATED AT THE GEORGIA SOUTHERN COLLEGE CAMPUS IN
 AB3713'STATESBORO, PERMISSION GRANTED BY KEN DAVIS TELEPHONE 912 681 5558 OR
 AB3713'BILL COOK TELEPHONE 912 681 5491. OWNERSHIP--STATE OF GEORGIA.
 AB3713'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3713'GO SOUTH ALONG U.S. HIGHWAY 301 (U.S. HIGHWAY 25, STATE ROUTE 73, AND
 AB3713'SOUTH MAIN STREET) FOR 1.15 KM (0.7 MI) TO CROSSING.  TURN LEFT GOING
 AB3713'SOUTHEASTERLY ALONG STATE ROUTE 67 FOR 1.6 KM (1 MI) TO THE JUNCTION
 AB3713'OF TERRELL ROAD CROSSING AT AN ENTRANCE TO GEORGIA SOUTHERN COLLEGE,
 AB3713'AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE
 AB3713'INTERSECTION SET IN THE CONCRETE CURB.  TURN RIGHT GOING SOUTHWEST
 AB3713'ALONG TERRELL ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF GEORGIA
 AB3713'AVENUE CROSSING. TURN RIGHT AND GO NORTH ALONG GEORGIA AVENUE FOR
 AB3713'ABOUT 38.1 METERS (125 FT) TO A DRIVEWAY ON THE LEFT AT THE FINE ARTS
 AB3713'BUILDING AND THE STATION ON THE PENTHOUSE ROOF OF THE FINE ARTS
 AB3713'BUILDING. TO REACH THE STATION FROM THE FINE ARTS BUILDING, TAKE THE
 AB3713'ELEVATOR TO THE THIRD FLOOR.  EXIT THE ELEVATOR, TURN LEFT TO A HALL,
 AB3713'TURN RIGHT GOING DOWN THE HALL TO THE LAST DOOR ON THE LEFT AND AN
 AB3713'ENTRANCE TO A STAIRWAY.  TAKE THE STAIRWAY TO THE ROOF OF THE
 AB3713'BUILDING, EXIT ON THE ROOF, TURNING LEFT CROSSING A RAILING GO TO THE
 AB3713'SOUTH SIDE OF THE BUILDING TO A LADDER OF THE PENTHOUSE. CLIMB THE
 AB3713'LADDER TO THE PENTHOUSE ROOF AND GO TO THE SOUTHEAST END OF THE ROOF
 AB3713'TO THE STATION SET IN A POURED EQUILATERAL CONCRETE TRIANGLE ON THE
 AB3713'SURFACE OF THE ROOF.
 AB3713'THE STATION IS A STANDARD GADT DISK STAMPED---016-218 1982---, SET
 AB3713'INTO THE TOP OF A POURED CONCRETE EQUILATERAL TRIANGLE (3 FOOT ON EACH
 AB3713'SIDE AND 9 INCHES THICK) WITH STEEL RODS IMBEDDED, ON THE PENTHOUSE
 AB3713'ROOF OF THE FINE ARTS BUILDING AT THE GEORGIA SOUTHERN COLLEGE CAMPUS.
 AB3713'IT IS LOCATED 2.99 METERS (9.8 FT) SOUTHWEST FROM THE NORTHEAST
 AB3713'INNERMOST EDGE OF THE BUILDING, 7.89 METERS (25.9 FT) SOUTH-SOUTHEAST
 AB3713'FROM THE INSIDE EDGE OF THE NORTHWEST SIDE OF THE BUILDING, 8.41
 AB3713'METERS (27.6 FT) SOUTH-SOUTHEAST FROM THE INSIDE CORNER OF THE
 AB3713'NORTHERN CORNER OF THE BUILDING, AND 10.52 METERS (34.5 FT) NORTH FROM
 AB3713'THE NORTHERN MOST CORNER OF THE ELEVATOR SHAFT.
 AB3713'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-218 AZ MK
 AB3713'1982---, SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE CURB ALONG
 AB3713'STATE ROUTE 67 AND FLUSH WITH THE CONCRETE SURFACE OF THE CURB. IT IS
 AB3713'LOCATED 10.97 METERS (36 FT) WEST FROM THE CENTER OF THE TURNING LANE
 AB3713'OF 12.34 METERS (40.5 FT) NORTHEAST FROM AN UNDERGROUND TELEPHONE
 AB3713'CABLE WARNING POST, 14.69 METERS (48.2 FT) EAST-SOUTHEAST FROM THE
 AB3713'SOUTHEAST CORNER OF A FENCE AROUND A GAS METER, AND 2.83 METERS (9.3
 AB3713'FT) EAST FROM THE EAST EDGE OF THE SIDEWALK.
 AB3713'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3713'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3713'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3714 ***********************************************************************
 AB3714  DESIGNATION -  BV 016 218 AZ MK
 AB3714  PID         -  AB3714
 AB3714  STATE/COUNTY-  GA/BULLOCH
 AB3714  USGS QUAD   -  STATESBORO (1993)
 AB3714
 AB3714                         *CURRENT SURVEY CONTROL
 AB3714  ___________________________________________________________________
 AB3714* NAD 83(1994)-  32 25 33.33380(N)    081 46 34.60000(W)     ADJUSTED  
 AB3714* NAVD 88     -        67.2    (meters)     220.     (feet)  VERTCON   
 AB3714  ___________________________________________________________________
 AB3714  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB3714  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AB3714
 AB3714  HORZ ORDER  -  SECOND
 AB3714
 AB3714.The horizontal coordinates were established by classical geodetic methods
 AB3714.and adjusted by the National Geodetic Survey in September 1997..
 AB3714
 AB3714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3714
 AB3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3714
 AB3714.The geoid height was determined by GEOID03.
 AB3714
 AB3714;                    North         East     Units Scale Factor Converg.
 AB3714;SPC GA E     -   269,010.380   236,713.975   MT  0.99991662   +0 12 33.6
 AB3714;SPC GA E     -   882,578.22    776,619.10   sFT  0.99991662   +0 12 33.6
 AB3714;UTM  17      - 3,587,913.092   427,016.440   MT  0.99966568   -0 24 58.6
 AB3714
 AB3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3714!SPC GA E     -   0.99999415  x   0.99991662  =   0.99991078
 AB3714!UTM  17      -   0.99999415  x   0.99966568  =   0.99965984
 AB3714
 AB3714                          SUPERSEDED SURVEY CONTROL
 AB3714
 AB3714  NAD 83(1986)-  32 25 33.33146(N)    081 46 34.60052(W) AD(       ) 2
 AB3714  NGVD 29 (05/08/96)   67.4    (m)          221.     (f) VERT ANG       
 AB3714
 AB3714.Superseded values are not recommended for survey control.
 AB3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3714.See file dsdata.txt to determine how the superseded data were derived.
 AB3714
 AB3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2701687913(NAD 83)
 AB3714_MARKER: DD = SURVEY DISK
 AB3714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3714
 AB3714  HISTORY     - Date     Condition        Report By
 AB3714  HISTORY     - 1982     MONUMENTED       GADT
 AB3714
 AB3714                          STATION DESCRIPTION
 AB3714
 AB3714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3714'THE STATION IS LOCATED NEAR THE GEORGIA SOUTHERN COLLEGE CAMPUS IN
 AB3714'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3714'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3714'GO SOUTH ALONG U.S. HIGHWAY 301  (U.S. HIGHWAY 25, STATE ROUTE 73, AND
 AB3714'SOUTH MAIN STREET) FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE ROUTE
 AB3714'67 TO THE LEFT AT THE RAIL ROAD TRACK CROSSING.  TURN LEFT GOING
 AB3714'SOUTHEASTERLY ALONG STATE ROUTE 67 FOR 1.6 KM (1 MI) TO THE JUNCTION
 AB3714'OF TERRELL ROAD CROSSING AT AN ENTRANCE TO GEORGIA SOUTHERN COLLEGE,
 AB3714'AND THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE
 AB3714'INTERSECTION SET IN THE CONCRETE CURB.
 AB3714'THE STATION IS A STANDARD GADT DISK STAMPED---016-218 AZ MK 1982---,
 AB3714'SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE CURB ALONG STATE ROUTE
 AB3714'67 AND FLUSH WITH THE CONCRETE SURFACE OF THE CURB. IT IS LOCATED
 AB3714'10.97 METERS (36 FT) WEST FROM THE CENTER OF THE TURNING LANE OF STATE
 AB3714'ROUTE 67, 12.31 METERS (40.5 FT) NORTHEAST FROM AN UNDERGROUND
 AB3714'TELEPHONE CABLE WARNING POST, 14.69 METERS (48.2 FT) EAST-SOUTHEAST
 AB3714'FROM THE SOUTHEAST CORNER OF A FENCE AROUND A GAS METER, AND 2.83
 AB3714'METERS (9.3 FT) EAST FROM THE EAST EDGE OF THE SIDE WALK.
 AB3714'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3714'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3714'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3715 ***********************************************************************
 AB3715  DESIGNATION -  BV 016 219
 AB3715  PID         -  AB3715
 AB3715  STATE/COUNTY-  GA/BULLOCH
 AB3715  USGS QUAD   -  PULASKI (1978)
 AB3715
 AB3715                         *CURRENT SURVEY CONTROL
 AB3715  ___________________________________________________________________
 AB3715* NAD 83(1994)-  32 25 21.26925(N)    081 53 37.02043(W)     ADJUSTED  
 AB3715* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 AB3715  ___________________________________________________________________
 AB3715  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AB3715  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AB3715
 AB3715  HORZ ORDER  -  SECOND
 AB3715
 AB3715.The horizontal coordinates were established by classical geodetic methods
 AB3715.and adjusted by the National Geodetic Survey in September 1997..
 AB3715
 AB3715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3715
 AB3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3715
 AB3715.The geoid height was determined by GEOID03.
 AB3715
 AB3715;                    North         East     Units Scale Factor Converg.
 AB3715;SPC GA E     -   268,604.521   225,679.778   MT  0.99990813   +0 08 47.0
 AB3715;SPC GA E     -   881,246.67    740,417.74   sFT  0.99990813   +0 08 47.0
 AB3715;UTM  17      - 3,587,627.797   415,981.075   MT  0.99968705   -0 28 44.9
 AB3715
 AB3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3715!SPC GA E     -   0.99999566  x   0.99990813  =   0.99990379
 AB3715!UTM  17      -   0.99999566  x   0.99968705  =   0.99968271
 AB3715
 AB3715                          SUPERSEDED SURVEY CONTROL
 AB3715
 AB3715  NAD 83(1986)-  32 25 21.26900(N)    081 53 37.01847(W) AD(       ) 2
 AB3715  NGVD 29 (05/08/96)   57.6    (m)          189.     (f) VERT ANG       
 AB3715
 AB3715.Superseded values are not recommended for survey control.
 AB3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3715.See file dsdata.txt to determine how the superseded data were derived.
 AB3715
 AB3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1598187628(NAD 83)
 AB3715_MARKER: DD = SURVEY DISK
 AB3715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3715
 AB3715  HISTORY     - Date     Condition        Report By
 AB3715  HISTORY     - 1981     MONUMENTED       GADT
 AB3715
 AB3715                          STATION DESCRIPTION
 AB3715
 AB3715'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3715'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) NORTHEAST OF PULASKI,
 AB3715'10.9 KM (6.75 MI) WEST OF STATESBORO, AND 13.3 KM (8.25 MI) SOUTH OF
 AB3715'PORTAL. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3715'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3715'LOCATED AT THE JUNCTION OF U.S. HIGHWAY 301 (NORTH AND SOUTH MAIN
 AB3715'STREET) WITH EAST AND WEST MAIN STREET, GO WEST ALONG MAIN STREET FOR
 AB3715'0.4 KM (0.25 MI) TO THE JUNCTION OF JONHSON STREET FORKING TO THE
 AB3715'LEFT.  TURN LEFT GOING SOUTHWEST ALONG JOHNSON STREET FOR 0.2 KM (0.15
 AB3715'MI) TO THE JUNCTION OF DENMARK STREET (COUNTY ROAD 142) TO THE RIGHT.
 AB3715'TURN RIGHT GOING WEST ALONG DENMARK STREET FOR 3.6 KM (2.25 MI) TO THE
 AB3715'JUNCTION OF PAVED COUNTY ROAD 145 (HIGH POINT ROAD ) CROSSING.
 AB3715'CONTINUE GOING WEST ALONG COUNTY ROAD 142  (PULASKI ROAD) FOR 6.1 KM
 AB3715'(3.8 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 137 CROSSING.  CONTINUE
 AB3715'GOING WEST ALONG COUNTY ROAD 142 FOR 1.1 KM (0.7 MI) TO THE STATION ON
 AB3715'THE LEFT.
 AB3715'THE STATION IS A STANDARD GADT DISK STAMPED---016-219 1982---, SET
 AB3715'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3715'2.5 CM BELOW THE GROUND.  IT IS LOCATED 11.3 METERS (36.2 FT) SOUTH
 AB3715'FROM THE CENTERLINE OF THE ROAD, 45.48 METERS (149.2 FT) SOUTHWEST
 AB3715'FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, AND 1.28 METERS (4.2
 AB3715'FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3715'GADT DISK STAMPED---016-219 1982---, SET INTO AN IRREGULAR MASS OF
 AB3715'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3715'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-219 RM
 AB3715'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3715'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 11.89 METERS
 AB3715'(39 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 29.05 METERS (95.3 FT)
 AB3715'EAST FROM THE SOUTHWEST CORNER OF THE FENCE, 31.18 METERS (102.3 FT)
 AB3715'EAST FROM THE POWER POLE ON THE FENCELINE, 1.1 METERS (3.6 FT)
 AB3715'SOUTHEAST FROM A WITNESS POST. MARK IS ABOVE STATION 0.6 METERS.
 AB3715'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-219 AZ MK
 AB3715'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3715'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37 FT) NORTH
 AB3715'FROM THE CENTERLINE OF THE ROAD, 29.41 METERS (96.5 FT) NORTHEAST FROM
 AB3715'A 16 INCH PECAN TREE ON THE SOUTH SIDE OF THE ROAD, 33.77 METERS
 AB3715'(110.8 FT) WEST FROM A POWER POLE, AND 1.01 METERS (3.3 FT) SOUTHWEST
 AB3715'FROM A WITNESS POST THE UNDERGROUND MARK IS A STANDAR GADT DISK
 AB3715'STAMPED---016-219 AZ MK 1982---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3715'0.91 METER BELOW THE SURFACE. TO REACH AZIMUTH MARK FROM THE STATION
 AB3715'PROCEED WEST ALONG COUNTY ROAD 142 FOR 0.6 KM (0.35 MI) TO THE AZIMUTH
 AB3715'MARK ON THE RIGHT.
 AB3715'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3715'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3715'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3716 ***********************************************************************
 AB3716  DESIGNATION -  BV 016 219 AZ MK
 AB3716  PID         -  AB3716
 AB3716  STATE/COUNTY-  GA/BULLOCH
 AB3716  USGS QUAD   -  PULASKI (1978)
 AB3716
 AB3716                         *CURRENT SURVEY CONTROL
 AB3716  ___________________________________________________________________
 AB3716* NAD 83(1994)-  32 25 24.04197(N)    081 53 57.21329(W)     ADJUSTED  
 AB3716* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 AB3716  ___________________________________________________________________
 AB3716  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AB3716  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AB3716
 AB3716  HORZ ORDER  -  SECOND
 AB3716
 AB3716.The horizontal coordinates were established by classical geodetic methods
 AB3716.and adjusted by the National Geodetic Survey in September 1997..
 AB3716
 AB3716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3716
 AB3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3716
 AB3716.The geoid height was determined by GEOID03.
 AB3716
 AB3716;                    North         East     Units Scale Factor Converg.
 AB3716;SPC GA E     -   268,688.589   225,152.036   MT  0.99990780   +0 08 36.2
 AB3716;SPC GA E     -   881,522.48    738,686.30   sFT  0.99990780   +0 08 36.2
 AB3716;UTM  17      - 3,587,717.602   415,454.399   MT  0.99968814   -0 28 55.8
 AB3716
 AB3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3716!SPC GA E     -   0.99999501  x   0.99990780  =   0.99990281
 AB3716!UTM  17      -   0.99999501  x   0.99968814  =   0.99968315
 AB3716
 AB3716                          SUPERSEDED SURVEY CONTROL
 AB3716
 AB3716  NAD 83(1986)-  32 25 24.04181(N)    081 53 57.21132(W) AD(       ) 2
 AB3716  NGVD 29 (05/08/96)   61.7    (m)          202.     (f) VERT ANG       
 AB3716
 AB3716.Superseded values are not recommended for survey control.
 AB3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3716.See file dsdata.txt to determine how the superseded data were derived.
 AB3716
 AB3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1545487718(NAD 83)
 AB3716_MARKER: DD = SURVEY DISK
 AB3716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3716
 AB3716  HISTORY     - Date     Condition        Report By
 AB3716  HISTORY     - 1981     MONUMENTED       GADT
 AB3716
 AB3716                          STATION DESCRIPTION
 AB3716
 AB3716'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3716'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTHEAST OF PULASKI,
 AB3716'11.3 KM (7 MI) WEST OF STATESBORO, AND 12.9 KM (8 MI) SOUTH OF PORTAL.
 AB3716'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3716'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3716'LOCATED AT THE JUNCTION OF U.S. HIGHWAY 301 (NORTH AND SOUTH MAIN
 AB3716'STREET) WITH EAST AND WEST MAIN STREET, GO WEST ALONG WEST MAIN STREET
 AB3716'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF JOHNSON STREET FORKING TO THE
 AB3716'LEFT.  TURN LEFT GOING SOUTHWEST ALONG JOHNSON STREET FOR 0.2 KM (0.15
 AB3716'MI) TO THE JUNCTION OF DENMARK STREET (COUNTY ROAD 142) TO THE RIGHT.
 AB3716'TURN RIGHT GOING WEST ALONG DENMARK STREET FOR 3.6 KM (2.25 MI) TO THE
 AB3716'JUNCTION OF PAVED COUNTY ROAD 145 (HIGH POINT ROAD) CROSSING.
 AB3716'CONTINUE GOING WEST ALONG COUNTY ROAD 142 FOR 6.1 KM (3.8 MI) TO THE
 AB3716'JUNCTION OF DIRT COUNTY ROAD 137 CROSSING. CONTINUE GOING WEST ALONG
 AB3716'COUNTY ROAD 142 FOR 1.7 KM (1.05 MI) TO THE STATION ON THE RIGHT.
 AB3716'THE STATION IS A STANDARD GADT DISK STAMPED---016-219 AZ MK 1982---,
 AB3716'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3716'FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37 FT) NORTH FROM THE
 AB3716'CENTERLINE OF THE ROAD, 29.41 METERS (96.5 FT) NORTHEAST FROM A 16
 AB3716'INCH PECAN TREE ON THE SOUTH SIDE OF THE ROAD, 33.77 METERS (110.8 FT)
 AB3716'WEST FROM A POWER POLE, AND 1.01 METERS (3.3 FT) SOUTHWEST FROM A
 AB3716'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3716'STAMPED---016-219 AZ MK 1982---, SET INTO AN IRREGULAR MASS OF
 AB3716'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3716'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3716'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3716'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3717 ***********************************************************************
 AB3717  DESIGNATION -  BV 016 219 RM 1
 AB3717  PID         -  AB3717
 AB3717  STATE/COUNTY-  GA/BULLOCH
 AB3717  USGS QUAD   -  PULASKI (1978)
 AB3717
 AB3717                         *CURRENT SURVEY CONTROL
 AB3717  ___________________________________________________________________
 AB3717* NAD 83(1994)-  32 25 22.01743(N)    081 53 37.18793(W)     ADJUSTED  
 AB3717* NAVD 88     -        57.58   (+/-2cm)     188.9    (feet)  VERTCON   
 AB3717  ___________________________________________________________________
 AB3717  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AB3717  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AB3717
 AB3717  HORZ ORDER  -  SECOND
 AB3717  VERT ORDER  -  THIRD (See Below)
 AB3717
 AB3717.The horizontal coordinates were established by classical geodetic methods
 AB3717.and adjusted by the National Geodetic Survey in September 1997..
 AB3717
 AB3717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3717.The vertical order pertains to the NGVD 29 superseded value.
 AB3717
 AB3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3717
 AB3717.The geoid height was determined by GEOID03.
 AB3717
 AB3717;                    North         East     Units Scale Factor Converg.
 AB3717;SPC GA E     -   268,627.554   225,675.344   MT  0.99990813   +0 08 46.9
 AB3717;SPC GA E     -   881,322.23    740,403.19   sFT  0.99990813   +0 08 46.9
 AB3717;UTM  17      - 3,587,650.872   415,976.893   MT  0.99968706   -0 28 45.0
 AB3717
 AB3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3717!SPC GA E     -   0.99999563  x   0.99990813  =   0.99990376
 AB3717!UTM  17      -   0.99999563  x   0.99968706  =   0.99968269
 AB3717
 AB3717                          SUPERSEDED SURVEY CONTROL
 AB3717
 AB3717  NAD 83(1986)-  32 25 22.01719(N)    081 53 37.18597(W) AD(       ) 2
 AB3717  NGVD 29 (05/08/96)   57.81   (m)          189.7    (f) LEVELING    3  
 AB3717
 AB3717.Superseded values are not recommended for survey control.
 AB3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3717.See file dsdata.txt to determine how the superseded data were derived.
 AB3717
 AB3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1597787651(NAD 83)
 AB3717_MARKER: DD = SURVEY DISK
 AB3717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3717
 AB3717  HISTORY     - Date     Condition        Report By
 AB3717  HISTORY     - 1981     MONUMENTED       GADT
 AB3717
 AB3717                          STATION DESCRIPTION
 AB3717
 AB3717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3717'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) NORTHEAST OF PULASKI,
 AB3717'10.9 KM (6.75 MI) WEST OF STATESBORO, AND 13.3 KM (8.25 MI) SOUTH OF
 AB3717'PORTAL. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3717'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3717'LOCATED AT THE JUNCTION OF U. S. HIGHWAY 301 (NORTH AND SOUTH MAIN
 AB3717'STREET) WITH EAST AND WEST MAIN STREET, GO WEST ALONG WEST MAIN STREET
 AB3717'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF JOHNSON STREET FORKING TO THE
 AB3717'LEFT.  TURN LEFT GOING SOUTHWEST ALONG JOHNSON STREET FOR 0.2 KM (0.15
 AB3717'MI) TO THE JUNCTION OF DENMARK STREET (COUNTY ROAD 142) TO THE RIGHT.
 AB3717'TURN RIGHT GOING WEST ALONG DENMARK STREET FOR 3.6 KM (2.25 MI) TO THE
 AB3717'JUNCTION OF PAVED COUNTY ROAD 145 (HIGH POINT ROAD) CROSSING.
 AB3717'CONTINUE GOING WEST ALONG COUNTY ROAD 142 (PULASKI ROAD) FOR 6.1 KM
 AB3717'(3.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 137 CROSSING.  CONTINUE
 AB3717'GOING WEST ALONG COUNTY ROAD 142 FOR 1.1 KM (0.7 MI) TO THE STATION ON
 AB3717'THE LEFT.
 AB3717'THE STATION IS A STANDARD GADT DISK STAMPED---016-219 RM 1 1982---,
 AB3717'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3717'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 11.89 METERS (39 FT)
 AB3717'NORTH FROM THE CENTERLINE OF THE ROAD, 29.05 METERS (95.3 FT) EAST
 AB3717'FROM THE SOUTHWEST CORNER OF A FENCE, 31.18 METERS (102.3 FT)
 AB3717'EAST-SOUTHEAST FROM A POWER POLE ON THE FENCELINE, AND 1.10 METERS
 AB3717'(3.6 FT) SOUTHEAST FROM A WITNESS POST.
 AB3717'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3717'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3717'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6479 ***********************************************************************
 CK6479  DESIGNATION -  BV 016 22
 CK6479  PID         -  CK6479
 CK6479  STATE/COUNTY-  GA/BULLOCH
 CK6479  USGS QUAD   -  STATESBORO (1993)
 CK6479
 CK6479                         *CURRENT SURVEY CONTROL
 CK6479  ___________________________________________________________________
 CK6479* NAD 83(1994)-  32 23 53.81660(N)    081 48 25.89165(W)     ADJUSTED  
 CK6479* NAVD 88     -        62.4    (meters)     205.     (feet)  VERT ANG  
 CK6479  ___________________________________________________________________
 CK6479  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 CK6479  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CK6479
 CK6479  HORZ ORDER  -  THIRD
 CK6479
 CK6479.The horizontal coordinates were established by classical geodetic methods
 CK6479.and adjusted by the National Geodetic Survey in September 1997..
 CK6479
 CK6479.The orthometric height was determined by vertical angle observations.
 CK6479
 CK6479.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6479
 CK6479.The geoid height was determined by GEOID03.
 CK6479
 CK6479;                    North         East     Units Scale Factor Converg.
 CK6479;SPC GA E     -   265,934.941   233,816.938   MT  0.99991410   +0 11 33.4
 CK6479;SPC GA E     -   872,488.22    767,114.40   sFT  0.99991410   +0 11 33.4
 CK6479;UTM  17      - 3,584,870.207   424,086.733   MT  0.99967106   -0 25 57.1
 CK6479
 CK6479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6479!SPC GA E     -   0.99999490  x   0.99991410  =   0.99990900
 CK6479!UTM  17      -   0.99999490  x   0.99967106  =   0.99966596
 CK6479
 CK6479|---------------------------------------------------------------------|
 CK6479| PID    Reference Object                     Distance      Geod. Az  |
 CK6479|                                                           dddmmss.s |
 CK6479| CK6515 DELTA 107B                          357.151 METERS 08608     |
 CK6479| CK6478 BV 016 21                           304.597 METERS 27300     |
 CK6479|---------------------------------------------------------------------|
 CK6479
 CK6479                          SUPERSEDED SURVEY CONTROL
 CK6479
 CK6479  NAD 83(1986)-  32 23 53.81278(N)    081 48 25.89408(W) AD(       ) 3
 CK6479
 CK6479.Superseded values are not recommended for survey control.
 CK6479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6479.See file dsdata.txt to determine how the superseded data were derived.
 CK6479
 CK6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2408784870(NAD 83)
 CK6479_MARKER: DD = SURVEY DISK
 CK6479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6479+STABILITY: SURFACE MOTION
 CK6479
 CK6479  HISTORY     - Date     Condition        Report By
 CK6479  HISTORY     - 1978     MONUMENTED       GADT
 CK6479
 CK6479                          STATION DESCRIPTION
 CK6479
 CK6479'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6479'THE STATION IS LOCATED ABOUT 6.05 KM (3.75 MI) SOUTH-SOUTHWEST OF
 CK6479'STATESBORO, 14.32 KM (8.9 MI) EAST OF PULASKI, AND 13.85 KM
 CK6479'(8.6 MI) WEST OF BROOKLET.
 CK6479'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6479'
 CK6479'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN
 CK6479'STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 6.9 KM
 CK6479'(4.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233.  GO EAST
 CK6479'ALONG COUNTY ROAD 233 FOR 1.2 KM (0.75 MI) TO THE STATION ON
 CK6479'THE RIGHT.
 CK6479'
 CK6479'THE STATION IS A STANDARD GADT DISK
 CK6479'STAMPED---016-22---,
 CK6479'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6479'FLUSH WITH GROUND.  IT IS LOCATED
 CK6479'35.17 METERS (15.4 FT) NORTHEAST FROM A POWER POLE,
 CK6479'8.99 METERS (29.5 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 CK6479'11.88 METERS (39 FT) WEST FROM THE CENTERLINE OF A DRIVEWAY TO
 CK6479'THE SOUTH, AND
 CK6479'0.91 METERS (3 FT) NORTH FROM A WITNESS POST
 CK6479'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6479'STAMPED---016-22---,
 CK6479'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6479'
 CK6479'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6479'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6479'
 CK6479'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3718 ***********************************************************************
 AB3718  DESIGNATION -  BV 016 220
 AB3718  PID         -  AB3718
 AB3718  STATE/COUNTY-  GA/BULLOCH
 AB3718  USGS QUAD   -  STATESBORO (1993)
 AB3718
 AB3718                         *CURRENT SURVEY CONTROL
 AB3718  ___________________________________________________________________
 AB3718* NAD 83(1994)-  32 23 24.39664(N)    081 45 32.61488(W)     ADJUSTED  
 AB3718* NAVD 88     -        70.5    (meters)     231.     (feet)  VERTCON   
 AB3718  ___________________________________________________________________
 AB3718  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3718  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AB3718
 AB3718  HORZ ORDER  -  SECOND
 AB3718
 AB3718.The horizontal coordinates were established by classical geodetic methods
 AB3718.and adjusted by the National Geodetic Survey in September 1997..
 AB3718
 AB3718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3718
 AB3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3718
 AB3718.The geoid height was determined by GEOID03.
 AB3718
 AB3718;                    North         East     Units Scale Factor Converg.
 AB3718;SPC GA E     -   265,045.015   238,348.397   MT  0.99991813   +0 13 06.1
 AB3718;SPC GA E     -   869,568.52    781,981.37   sFT  0.99991813   +0 13 06.1
 AB3718;UTM  17      - 3,583,931.135   428,607.088   MT  0.99966285   -0 24 23.9
 AB3718
 AB3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3718!SPC GA E     -   0.99999365  x   0.99991813  =   0.99991178
 AB3718!UTM  17      -   0.99999365  x   0.99966285  =   0.99965650
 AB3718
 AB3718                          SUPERSEDED SURVEY CONTROL
 AB3718
 AB3718  NAD 83(1986)-  32 23 24.39398(N)    081 45 32.61623(W) AD(       ) 2
 AB3718  NGVD 29 (05/08/96)   70.7    (m)          232.     (f) VERT ANG       
 AB3718
 AB3718.Superseded values are not recommended for survey control.
 AB3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3718.See file dsdata.txt to determine how the superseded data were derived.
 AB3718
 AB3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2860783931(NAD 83)
 AB3718_MARKER: DD = SURVEY DISK
 AB3718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3718
 AB3718  HISTORY     - Date     Condition        Report By
 AB3718  HISTORY     - 1981     MONUMENTED       GADT
 AB3718
 AB3718                          STATION DESCRIPTION
 AB3718
 AB3718'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3718'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) SOUTH OF STATESBORO, 9.3
 AB3718'KM (5.75 MI) WEST OF BROOKLET, AND 12.1 KM (7.5 MI) NORTH-NORTHEAST OF
 AB3718'DENMARK. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3718'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3718'GO SOUTH ALONG U.S. HIGHWAY 301 (SOUTH MAIN STREET) FOR 1.2 KM (0.75
 AB3718'MI) TO THE JUNCTION OF STATE ROUTE 67 FORKING TO THE LEFT AT THE RAIL
 AB3718'ROAD TRACKS CROSSING.  TURN LEFT GOING SOUTH ALONG STATE ROUTE 67 FOR
 AB3718'5.5 KM (3.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844 CROSSING.
 AB3718'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 91844 FOR 0.4 KM (0.25
 AB3718'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233 TO THE RIGHT.  CONTINUE
 AB3718'GOING SOUTHWEST ALONG COUNTY ROAD 91844 FOR 0.6 KM (0.35 MI) TO THE
 AB3718'STATION ON THE LEFT.
 AB3718'THE STATION IS A STANDARD GADT DISK STAMPED---016-220 1981---, SET
 AB3718'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3718'WITH GROUND.  IT IS LOCATED 14.32 METERS (47 FT) EAST FROM THE
 AB3718'CENTERLINE OF THE ROAD, 30.48 METERS (100 FT) NORTH-NORTHWEST FROM THE
 AB3718'NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE WEST,
 AB3718'37.18 METERS (122 FT) NORTHWEST FROM A POWER POLE ON THE WEST SIDE OF
 AB3718'THE ROAD, 1.06 METERS (3.5 FT) SOUTHWEST FROM A TELEPHONE POLE ON THE
 AB3718'EAST SIDE OF THE ROAD AND 1.52 METERS (5 FT) WEST FROM A WITNESS POST
 AB3718'AT A FENCELINE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3718'STAMPED---016-220 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3718'METERS BELOW THE SURFACE.
 AB3718'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-220
 AB3718'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3718'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.71 METERS
 AB3718'(45 FT) EAST FROM THE CENTERLINE OF THE ROAD, 23.01 METERS (75.5 FT)
 AB3718'EAST FROM THE NORTH END OF THE PIPE UNDER THE DRIVEWAY TO THE WEST,
 AB3718'32.91 METERS (108 FT) EAST FROM THE POWER POLE, 32.92 METERS (60.5 FT)
 AB3718'SOUTH FROM THE TELEPHONE POLE, AND 3.04 METERS (10 FT) NORTH-NORTHWEST
 AB3718'FROM A WITNESS POST SET AT THE FENCELINE. MARK IS LEVEL WITH STATION.
 AB3718'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-220 1981
 AB3718'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3718'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 14.48 METERS (47.5 FT)
 AB3718'SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 3.5 METERS (11.5 FT)
 AB3718'NORTH-NORTHEAST FROM A TELEPHONE POLE ON THE EAST SIDE OF THE ROAD,
 AB3718'52.58 METERS (172.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE WEST
 AB3718'SIDE OF THE ROAD, AND 0.91 METER (3 FT) WEST FROM A WITNESS POST SET
 AB3718'AT A FENCELINE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3718'STAMPED---016-220 1981 AZ MK---,SET IN AN IRREGULAR MASS OF COMCRETE
 AB3718'0.91 METERS BELOW GROUND SURFACE. TO REACH AZIMUTH MARK FROM THE
 AB3718'STATION PROCEED SOUTHWEST ALONG COUNTY ROAD 91844 FOR 0.55 KM (0.35
 AB3718'MI) TO THE MARK ON THE LEFT.
 AB3718'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3718'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3718'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3719 ***********************************************************************
 AB3719  DESIGNATION -  BV 016 220 AZ MK
 AB3719  PID         -  AB3719
 AB3719  STATE/COUNTY-  GA/BULLOCH
 AB3719  USGS QUAD   -  STATESBORO (1993)
 AB3719
 AB3719                         *CURRENT SURVEY CONTROL
 AB3719  ___________________________________________________________________
 AB3719* NAD 83(1994)-  32 23 07.22917(N)    081 45 32.14918(W)     ADJUSTED  
 AB3719* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 AB3719  ___________________________________________________________________
 AB3719  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3719  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AB3719
 AB3719  HORZ ORDER  -  SECOND
 AB3719
 AB3719.The horizontal coordinates were established by classical geodetic methods
 AB3719.and adjusted by the National Geodetic Survey in September 1997..
 AB3719
 AB3719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3719
 AB3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3719
 AB3719.The geoid height was determined by GEOID03.
 AB3719
 AB3719;                    North         East     Units Scale Factor Converg.
 AB3719;SPC GA E     -   264,516.286   238,362.583   MT  0.99991814   +0 13 06.2
 AB3719;SPC GA E     -   867,833.85    782,027.91   sFT  0.99991814   +0 13 06.2
 AB3719;UTM  17      - 3,583,402.417   428,615.504   MT  0.99966284   -0 24 23.4
 AB3719
 AB3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3719!SPC GA E     -   0.99999407  x   0.99991814  =   0.99991221
 AB3719!UTM  17      -   0.99999407  x   0.99966284  =   0.99965691
 AB3719
 AB3719                          SUPERSEDED SURVEY CONTROL
 AB3719
 AB3719  NAD 83(1986)-  32 23 07.22651(N)    081 45 32.15066(W) AD(       ) 2
 AB3719  NGVD 29 (05/08/96)   68.0    (m)          223.     (f) VERT ANG       
 AB3719
 AB3719.Superseded values are not recommended for survey control.
 AB3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3719.See file dsdata.txt to determine how the superseded data were derived.
 AB3719
 AB3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2861683402(NAD 83)
 AB3719_MARKER: DD = SURVEY DISK
 AB3719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3719
 AB3719  HISTORY     - Date     Condition        Report By
 AB3719  HISTORY     - 1981     MONUMENTED       GADT
 AB3719
 AB3719                          STATION DESCRIPTION
 AB3719
 AB3719'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3719'THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI) SOUTH OF STATESBORO, 9.3
 AB3719'KM (5.75 MI) WEST OF BROOKLET, AND 11.7 KM (7.25 MI) NORTH-NORTHEAST
 AB3719'OF DENMARK. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3719'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3719'GO SOUTH ALONG U.S. HIGHWAY 301 (SOUTH MAIN STREET) FOR 1.2 KM (0.75
 AB3719'MI) TO THE JUNCTION OF STATE ROUTE 67 FORKING TO THE LEFT AT A RAIL
 AB3719'ROAD TRACKS CROSSING.  TURN LEFT GOING SOUTH ALONG STATE ROUTE 67 FOR
 AB3719'5.5 KM (3.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844 CROSSING.
 AB3719'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 91844 FOR 0.4 KM (0.25
 AB3719'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233 TO THE RIGHT.  CONTINUE
 AB3719'GOING SOUTHWEST ALONG COUNTY ROAD 91844 FOR 1.3 KM (0.7 MI) TO THE
 AB3719'STATION ON THE LEFT.
 AB3719'THE STATION IS A STANDARD GADT DISK STAMPED---016-220 1981 AZ MK---,
 AB3719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3719'FLUSH WITH GROUND.  IT IS LOCATED 14.48 METERS (47.5 FT) SOUTHEAST
 AB3719'FROM THE CENTERLINE OF THE ROAD, 3.5 METERS (11.5 FT) NORTH-NORTHEAST
 AB3719'FROM A TELEPHONE POLE ON THE EAST SIDE OF THE ROAD, 52.58 METERS
 AB3719'(172.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE WEST SIDE OF THE
 AB3719'ROAD, AND 0.91 METER (3 FT) WEST FROM A WITNESS POST SET AT A
 AB3719'FENCELINE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3719'STAMPED---016-220 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3719'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3719'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3719'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3719'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3720 ***********************************************************************
 AB3720  DESIGNATION -  BV 016 220 RM 1
 AB3720  PID         -  AB3720
 AB3720  STATE/COUNTY-  GA/BULLOCH
 AB3720  USGS QUAD   -  STATESBORO (1993)
 AB3720
 AB3720                         *CURRENT SURVEY CONTROL
 AB3720  ___________________________________________________________________
 AB3720* NAD 83(1994)-  32 23 23.83036(N)    081 45 32.60286(W)     ADJUSTED  
 AB3720* NAVD 88     -        70.19   (+/-2cm)     230.3    (feet)  VERTCON   
 AB3720  ___________________________________________________________________
 AB3720  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3720  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AB3720
 AB3720  HORZ ORDER  -  SECOND
 AB3720  VERT ORDER  -  THIRD (See Below)
 AB3720
 AB3720.The horizontal coordinates were established by classical geodetic methods
 AB3720.and adjusted by the National Geodetic Survey in September 1997..
 AB3720
 AB3720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3720.The vertical order pertains to the NGVD 29 superseded value.
 AB3720
 AB3720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3720
 AB3720.The geoid height was determined by GEOID03.
 AB3720
 AB3720;                    North         East     Units Scale Factor Converg.
 AB3720;SPC GA E     -   265,027.575   238,348.778   MT  0.99991813   +0 13 06.1
 AB3720;SPC GA E     -   869,511.30    781,982.62   sFT  0.99991813   +0 13 06.1
 AB3720;UTM  17      - 3,583,913.695   428,607.278   MT  0.99966285   -0 24 23.9
 AB3720
 AB3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3720!SPC GA E     -   0.99999369  x   0.99991813  =   0.99991182
 AB3720!UTM  17      -   0.99999369  x   0.99966285  =   0.99965654
 AB3720
 AB3720                          SUPERSEDED SURVEY CONTROL
 AB3720
 AB3720  NAD 83(1986)-  32 23 23.82769(N)    081 45 32.60421(W) AD(       ) 2
 AB3720  NGVD 29 (05/08/96)   70.42   (m)          231.0    (f) LEVELING    3  
 AB3720
 AB3720.Superseded values are not recommended for survey control.
 AB3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3720.See file dsdata.txt to determine how the superseded data were derived.
 AB3720
 AB3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2860783914(NAD 83)
 AB3720_MARKER: DD = SURVEY DISK
 AB3720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3720
 AB3720  HISTORY     - Date     Condition        Report By
 AB3720  HISTORY     - 1981     MONUMENTED       GADT
 AB3720
 AB3720                          STATION DESCRIPTION
 AB3720
 AB3720'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3720'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) SOUTH OF STATESBORO, 9.3
 AB3720'KM (5.75 MI) WEST OF BROOKLET, AND 12.1 KM (7.5 MI) NORTH-NORTHEAST OF
 AB3720'DENMARK. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3720'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3720'GO SOUTH ALONG U.S. HIGHWAY 301 (SOUTH MAIN STREET) FOR 1.2 KM (0.75
 AB3720'MI) TO THE JUNCTION OF STATE ROUTE 67 FORKING TO THE LEFT AT A RAIL
 AB3720'ROAD TRACKS CROSSING.  TURN LEFT GOING SOUTH ALONG STATE ROUTE 67 FOR
 AB3720'5.5 KM (3.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844 CROSSING.
 AB3720'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 91844 FOR 0.4 KM (0.25
 AB3720'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233 TO THE RIGHT.  CONTINUE
 AB3720'GOING SOUTHWEST ALONG COUNTY ROAD 91844 FOR 0.6 KM (0.35 MI) TO THE
 AB3720'STATION ON THE LEFT.
 AB3720'THE STATION IS A STANDARD GADT DISK STAMPED---016-220 1981 RM 1---,
 AB3720'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3720'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.71 METERS (45 FT)
 AB3720'EAST FROM THE CENTERLINE OF THE ROAD, 23.01 METERS (75.5 FT) EAST FROM
 AB3720'THE NORTH END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY
 AB3720'TO THE WEST, 32.91 METERS (108 FT) EAST FROM A POWER POLE, 32.92
 AB3720'METERS (60.5 FT) SOUTH FROM A TELEPHONE POLE, AND 3.04 METERS (10 FT)
 AB3720'NORTH-NORTHWEST FROM A WITNESS POST SET AT A FENCELINE.
 AB3720'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3720'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3720'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3721 ***********************************************************************
 AB3721  DESIGNATION -  BV 016 221
 AB3721  PID         -  AB3721
 AB3721  STATE/COUNTY-  GA/BULLOCH
 AB3721  USGS QUAD   -  BROOKLET (1978)
 AB3721
 AB3721                         *CURRENT SURVEY CONTROL
 AB3721  ___________________________________________________________________
 AB3721* NAD 83(1994)-  32 25 51.09110(N)    081 38 42.04645(W)     ADJUSTED  
 AB3721* NAVD 88     -        48.1    (meters)     158.     (feet)  VERTCON   
 AB3721  ___________________________________________________________________
 AB3721  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AB3721  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AB3721
 AB3721  HORZ ORDER  -  SECOND
 AB3721
 AB3721.The horizontal coordinates were established by classical geodetic methods
 AB3721.and adjusted by the National Geodetic Survey in September 1997..
 AB3721
 AB3721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3721
 AB3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3721
 AB3721.The geoid height was determined by GEOID03.
 AB3721
 AB3721;                    North         East     Units Scale Factor Converg.
 AB3721;SPC GA E     -   269,610.016   249,056.187   MT  0.99992967   +0 16 47.1
 AB3721;SPC GA E     -   884,545.53    817,111.84   sFT  0.99992967   +0 16 47.1
 AB3721;UTM  17      - 3,588,377.800   439,361.160   MT  0.99964534   -0 20 45.3
 AB3721
 AB3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3721!SPC GA E     -   0.99999720  x   0.99992967  =   0.99992687
 AB3721!UTM  17      -   0.99999720  x   0.99964534  =   0.99964254
 AB3721
 AB3721                          SUPERSEDED SURVEY CONTROL
 AB3721
 AB3721  NAD 83(1986)-  32 25 51.08682(N)    081 38 42.04924(W) AD(       ) 2
 AB3721  NGVD 29 (05/08/96)   48.3    (m)          158.     (f) VERT ANG       
 AB3721
 AB3721.Superseded values are not recommended for survey control.
 AB3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3721.See file dsdata.txt to determine how the superseded data were derived.
 AB3721
 AB3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3936188378(NAD 83)
 AB3721_MARKER: DD = SURVEY DISK
 AB3721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3721
 AB3721  HISTORY     - Date     Condition        Report By
 AB3721  HISTORY     - 1981     MONUMENTED       GADT
 AB3721
 AB3721                          STATION DESCRIPTION
 AB3721
 AB3721'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3721'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) NORTHWEST OF LEEFIELD,
 AB3721'6.2 KM (3.85 MI) NORTH-NORTHEAST OF BROOKLET, AND 13.4 KM (8.35 MI)
 AB3721'EAST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3721'TO REACH THE STATION FROM THE CAUTION LIGHT IN BROOKLET, AT THE
 AB3721'JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE 26) WITH PARKER AVENUE
 AB3721'(COUNTY ROAD 90733) CROSSING.  GO NORTHEAST ALONG PAVED COUNTY ROAD
 AB3721'90733 FOR 3.6 KM (1.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 426
 AB3721'REVERSE FORKING TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 AB3721'90733 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 445 TO
 AB3721'THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 445 FOR 1.85 KM
 AB3721'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 443 CROSSING.  CONTINUE
 AB3721'GOING NORTH ALONG COUNTY ROAD 445 FOR 0.15 KM (0.1 MI) TO THE STATION
 AB3721'ON THE LEFT.
 AB3721'THE STATION IS A STANDARD GADT DISK STAMPED---016-221 1981---, SET
 AB3721'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3721'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED 11.88 METERS (39 FT)
 AB3721'WEST FROM THE CENTERLINE OF THE ROAD, 15.24 METERS (50 FT) SOUTH FROM
 AB3721'A  POWER POLE ON THE WEST SIDE OF THE ROAD, 0.67 METER (2.2 FT) EAST
 AB3721'FROM A FENCELINE, 40.23 METERS (132 FT) SOUTHWEST FROM AN 8 INCH WOOD
 AB3721'POST WITH THREE TELEPHONE PEDESTALS AROUND IT, AND 0.76 METER (2.5 FT)
 AB3721'SOUTH-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3721'STANDARD GADT DISK STAMPED---016-221 1981---, SET INTO AN IRREGULAR
 AB3721'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3721'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-221
 AB3721'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3721'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.43 METERS (37.5 FT) WEST
 AB3721'FROM THE CENTERLINE OF THE ROAD, 1.22 METERS (4 FT) EAST FROM THE
 AB3721'FENCELINE, 2.1 METERS (7 FT) NORTHEAST FROM THE POWER POLE, 28.3
 AB3721'METERS (93 FT) SOUTHWEST FROM THE POST WITH THE THREE TELEPHONE
 AB3721'PEDESTALS AND 1.22 METERS (4 FT) EAST FROM A WITNESS POST. MARK IS
 AB3721'LEVEL WITH STATION.
 AB3721'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-221 1981
 AB3721'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3721'DIAMETER PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 11.43 METERS
 AB3721'(37.5 FT) WEST FROM THE CENTERLINE OF THE ROAD, 2.74 METERS (9 FT)
 AB3721'SOUTHEAST FROM A POWER POLE ON THE WEST SIDE OF THE ROAD, 25.9 METERS
 AB3721'(85 FT) WEST-SOUTHWEST FROM THE POINT OF INTERSECTION OF THE
 AB3721'CENTERLINES OF A FIELD ROAD TO THE WEST AND THE ROAD, AND 1.82 METERS
 AB3721'(6 FT) SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3721'STANDARD GADT DISK STAMPED---016-221 1981 AZ MK---, SET IN AN
 AB3721'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE. TO REACH
 AB3721'AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG COUNTY ROAD 445 FOR
 AB3721'0.95 KM (0.5 MI) TO THE MARK ON THE LEFT.
 AB3721'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3721'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3721'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3722 ***********************************************************************
 AB3722  DESIGNATION -  BV 016 221 AZ MK
 AB3722  PID         -  AB3722
 AB3722  STATE/COUNTY-  GA/BULLOCH
 AB3722  USGS QUAD   -  BROOKLET (1978)
 AB3722
 AB3722                         *CURRENT SURVEY CONTROL
 AB3722  ___________________________________________________________________
 AB3722* NAD 83(1994)-  32 26 13.93008(N)    081 38 51.89687(W)     ADJUSTED  
 AB3722* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 AB3722  ___________________________________________________________________
 AB3722  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AB3722  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AB3722
 AB3722  HORZ ORDER  -  SECOND
 AB3722
 AB3722.The horizontal coordinates were established by classical geodetic methods
 AB3722.and adjusted by the National Geodetic Survey in September 1997..
 AB3722
 AB3722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3722
 AB3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3722
 AB3722.The geoid height was determined by GEOID03.
 AB3722
 AB3722;                    North         East     Units Scale Factor Converg.
 AB3722;SPC GA E     -   270,312.237   248,795.453   MT  0.99992935   +0 16 42.0
 AB3722;SPC GA E     -   886,849.40    816,256.42   sFT  0.99992935   +0 16 42.0
 AB3722;UTM  17      - 3,589,082.627   439,108.181   MT  0.99964572   -0 20 50.8
 AB3722
 AB3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3722!SPC GA E     -   0.99999667  x   0.99992935  =   0.99992602
 AB3722!UTM  17      -   0.99999667  x   0.99964572  =   0.99964239
 AB3722
 AB3722                          SUPERSEDED SURVEY CONTROL
 AB3722
 AB3722  NAD 83(1986)-  32 26 13.92584(N)    081 38 51.89956(W) AD(       ) 2
 AB3722  NGVD 29 (05/08/96)   51.7    (m)          170.     (f) VERT ANG       
 AB3722
 AB3722.Superseded values are not recommended for survey control.
 AB3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3722.See file dsdata.txt to determine how the superseded data were derived.
 AB3722
 AB3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3910889083(NAD 83)
 AB3722_MARKER: DD = SURVEY DISK
 AB3722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3722
 AB3722  HISTORY     - Date     Condition        Report By
 AB3722  HISTORY     - 1981     MONUMENTED       GADT
 AB3722
 AB3722                          STATION DESCRIPTION
 AB3722
 AB3722'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3722'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTH-NORTHEAST OF
 AB3722'BROOKLET, 13.1 KM (8.15 MI) EAST OF STATESBORO, AND 3.5 KM (2.2 MI)
 AB3722'NORTHWEST OF LEEFIELD. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3722'TO REACH THE STATION FROM THE CAUTION LIGHT IN BROOKLET, AT THE
 AB3722'JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE 26) WITH PARKER AVENUE
 AB3722'(COUNTY ROAD 90733) CROSSING.  GO NORTHEAST ALONG COUNTY ROAD 90733
 AB3722'FOR 3.6 KM (1.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 426 REVERSE
 AB3722'FORKING TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD 90733 FOR
 AB3722'2.9 KM (1.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 445 TO THE LEFT.
 AB3722'TURN LEFT GOING NORTH ALONG COUNTY ROAD 445 FOR 1.85 KM (1.15 MI) TO
 AB3722'THE JUNCTION OF DIRT COUNTY ROAD 443 CROSSING.  CONTINUE GOING NORTH
 AB3722'ALONG COUNTY ROAD 445 FOR 1.05 KM (0.6 MI) TO THE STATION ON THE LEFT.
 AB3722'THE STATION IS A STANDARD GADT DISK STAMPED---016-221 1981 AZ MK---,
 AB3722'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3722'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 11.43 METERS (37.5
 AB3722'FT) WEST FROM THE CENTERLINE OF THE ROAD, 2.74 METERS (9 FT) SOUTHEAST
 AB3722'FROM A POWER POLE ON THE WEST SIDE OF THE ROAD, 25.90 METERS (85 FT)
 AB3722'WEST-SOUTHWEST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AB3722'THE ROAD AND A FIELD ROAD TO THE WEST, AND 1.82 METERS (6 FT)
 AB3722'SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3722'DISK STAMPED---016-221 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3722'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3722'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3722'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3722'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3723 ***********************************************************************
 AB3723  DESIGNATION -  BV 016 221 RM 1
 AB3723  PID         -  AB3723
 AB3723  STATE/COUNTY-  GA/BULLOCH
 AB3723  USGS QUAD   -  BROOKLET (1978)
 AB3723
 AB3723                         *CURRENT SURVEY CONTROL
 AB3723  ___________________________________________________________________
 AB3723* NAD 83(1994)-  32 25 51.60367(N)    081 38 42.26736(W)     ADJUSTED  
 AB3723* NAVD 88     -        48.03   (+/-2cm)     157.6    (feet)  VERTCON   
 AB3723  ___________________________________________________________________
 AB3723  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AB3723  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AB3723
 AB3723  HORZ ORDER  -  SECOND
 AB3723  VERT ORDER  -  THIRD (See Below)
 AB3723
 AB3723.The horizontal coordinates were established by classical geodetic methods
 AB3723.and adjusted by the National Geodetic Survey in September 1997..
 AB3723
 AB3723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3723.The vertical order pertains to the NGVD 29 superseded value.
 AB3723
 AB3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3723
 AB3723.The geoid height was determined by GEOID03.
 AB3723
 AB3723;                    North         East     Units Scale Factor Converg.
 AB3723;SPC GA E     -   269,625.776   249,050.340   MT  0.99992966   +0 16 47.0
 AB3723;SPC GA E     -   884,597.23    817,092.66   sFT  0.99992966   +0 16 47.0
 AB3723;UTM  17      - 3,588,393.619   439,355.486   MT  0.99964535   -0 20 45.4
 AB3723
 AB3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3723!SPC GA E     -   0.99999721  x   0.99992966  =   0.99992687
 AB3723!UTM  17      -   0.99999721  x   0.99964535  =   0.99964256
 AB3723
 AB3723                          SUPERSEDED SURVEY CONTROL
 AB3723
 AB3723  NAD 83(1986)-  32 25 51.59939(N)    081 38 42.27015(W) AD(       ) 2
 AB3723  NGVD 29 (05/08/96)   48.26   (m)          158.3    (f) LEVELING    3  
 AB3723
 AB3723.Superseded values are not recommended for survey control.
 AB3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3723.See file dsdata.txt to determine how the superseded data were derived.
 AB3723
 AB3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3935588394(NAD 83)
 AB3723_MARKER: DD = SURVEY DISK
 AB3723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3723
 AB3723  HISTORY     - Date     Condition        Report By
 AB3723  HISTORY     - 1981     MONUMENTED       GADT
 AB3723
 AB3723                          STATION DESCRIPTION
 AB3723
 AB3723'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3723'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) NORTHWEST OF LEEFIELD,
 AB3723'6.2 KM (3.85 MI) NORTH-NORTHEAST OF BROOKLET, AND 13.4 KM (8.35 MI)
 AB3723'EAST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3723'TO REACH THE STATION FROM THE CAUTION LIGHT IN BROOKLET, LOCATED AT
 AB3723'THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE 26) AND PARKER AVENUE
 AB3723'(PAVED COUNTY ROAD 90733) CROSSING.  GO NORTHEAST ALONG COUNTY ROAD
 AB3723'90733 FOR 3.6 KM (1.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 426
 AB3723'REVERSE FORKING TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 AB3723'90733 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 445 TO
 AB3723'THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 445 FOR 1.85 KM
 AB3723'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 443 CROSSING.  CONTINUE
 AB3723'GOING NORTH ALONG COUNTY ROAD 445 FOR 0.15 KM (0.1 MI) TO THE STATION
 AB3723'ON THE LEFT.
 AB3723'THE STATION IS A STANDARD GADT DISK STAMPED---016-221 1981 RM 1---,
 AB3723'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3723'FLUSH WITH GROUND.  IT IS LOCATED 11.43 METERS (37.5 FT) WEST FROM THE
 AB3723'CENTERLINE OF THE ROAD, 1.22 METERS (4 FT) EAST FROM A FENCELINE, 2.1
 AB3723'METERS (7 FT) NORTHEAST FROM A POWER POLE, 28.3 METERS (93 FT)
 AB3723'SOUTHWEST FROM AN 8 INCH WOOD POST WITH THREE TELEPHONE PEDESTALS
 AB3723'AROUND IT, AND 1.22 METERS (4 FT) EAST FROM A WITNESS POST.
 AB3723'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3723'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3723'DESCRIBED BY T.B. KNIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3724 ***********************************************************************
 AB3724  DESIGNATION -  BV 016 222
 AB3724  PID         -  AB3724
 AB3724  STATE/COUNTY-  GA/BULLOCH
 AB3724  USGS QUAD   -  BROOKLET (1978)
 AB3724
 AB3724                         *CURRENT SURVEY CONTROL
 AB3724  ___________________________________________________________________
 AB3724* NAD 83(1994)-  32 25 34.22195(N)    081 41 38.73059(W)     ADJUSTED  
 AB3724* NAVD 88     -        52.8    (meters)     173.     (feet)  VERTCON   
 AB3724  ___________________________________________________________________
 AB3724  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB3724  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3724
 AB3724  HORZ ORDER  -  SECOND
 AB3724
 AB3724.The horizontal coordinates were established by classical geodetic methods
 AB3724.and adjusted by the National Geodetic Survey in September 1997..
 AB3724
 AB3724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3724
 AB3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3724
 AB3724.The geoid height was determined by GEOID03.
 AB3724
 AB3724;                    North         East     Units Scale Factor Converg.
 AB3724;SPC GA E     -   269,068.948   244,443.069   MT  0.99992435   +0 15 12.3
 AB3724;SPC GA E     -   882,770.37    801,976.97   sFT  0.99992435   +0 15 12.3
 AB3724;UTM  17      - 3,587,887.273   434,743.692   MT  0.99965251   -0 22 19.9
 AB3724
 AB3724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3724!SPC GA E     -   0.99999644  x   0.99992435  =   0.99992079
 AB3724!UTM  17      -   0.99999644  x   0.99965251  =   0.99964895
 AB3724
 AB3724                          SUPERSEDED SURVEY CONTROL
 AB3724
 AB3724  NAD 83(1986)-  32 25 34.21828(N)    081 41 38.73346(W) AD(       ) 2
 AB3724  NGVD 29 (05/08/96)   53.1    (m)          174.     (f) VERT ANG       
 AB3724
 AB3724.Superseded values are not recommended for survey control.
 AB3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3724.See file dsdata.txt to determine how the superseded data were derived.
 AB3724
 AB3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3474487887(NAD 83)
 AB3724_MARKER: DD = SURVEY DISK
 AB3724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3724
 AB3724  HISTORY     - Date     Condition        Report By
 AB3724  HISTORY     - 1981     MONUMENTED       GADT
 AB3724
 AB3724                          STATION DESCRIPTION
 AB3724
 AB3724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3724'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH-NORTHWEST OF
 AB3724'BROOKLET, 4 KM (2.95 MI) WEST OF LEEFIELD, AND 8.9 KM (5.55 MI)
 AB3724'EAST-SOUTHEAST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3724'26) AND STATE ROUTE 24 IN STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 80
 AB3724'FOR 3.2 KM (2 MI) TO THE JUNCTION OF COUNTY ROAD 340 (PAVED TO THE
 AB3724'LEFT AND DIRT TO THE RIGHT) CROSSING.  CONTINUE GOING SOUTH ALONG U.S.
 AB3724'HIGHWAY 80 FOR 3.9 KM (2.4 MI) TO THE JUNCTION OF COUNTY ROAD 429
 AB3724'(UNDER CONSTRUCTION FOR PAVEMENT) CROSSING.  TURN LEFT GOING
 AB3724'NORTHEASTERLY ALONG COUNTY ROAD 429 FOR 1.3 KM (0.8 MI) TO THE AZIMUTH
 AB3724'MARK ON THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD 429 FOR 0.8
 AB3724'KM (0.5 MI) TO THE STATION ON THE RIGHT.
 AB3724'THE STATION IS A STANDARD GADT DISK STAMPED---016-222 1981---, SET
 AB3724'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3724'WITH GROUND.  IT IS LOCATED 8.83 METERS (29 FT) SOUTH-SOUTHEAST FROM
 AB3724'THE CENTERLINE OF THE ROAD, 50.69 METERS (166.3 FT) EAST-NORTHEAST
 AB3724'FROM A POWER POLE ON THE SOUTH SIDE OF THE ROAD, 31.91 METERS (104.5
 AB3724'FT) SOUTHEAST FROM A TELEPHONE POLE ON THE NORTH SIDE OF THE ROAD,
 AB3724'1.22 METERS (4 FT) EAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3724'STANDARD GADT DISK STAMPED---016-222 1981---, SET INTO AN IRREGULAR
 AB3724'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3724'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-222
 AB3724'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3724'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.45 METERS (31 FT)
 AB3724'NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 31.09 METERS (102 FT)
 AB3724'EAST FROM THE TELEPHONE POLE ON THE NORTH SIDE OF THE COUNTY ROAD, AND
 AB3724'1.22 METERS (4 FT) EAST FROM A WITNESS POST. MARK IS BELOW STATION 1.3
 AB3724'METERS.
 AB3724'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-222 1981
 AB3724'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3724'DIAMETER PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 8.84 METERS
 AB3724'(29 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 37.95 METERS
 AB3724'(124.5 FT) NORTHWEST FROM A POWER POLE ON THE SOUTH SIDE OF THE ROAD,
 AB3724'0.91 METER (3 FT) EAST-SOUTHEAST FROM A TELEPHONE POLE ON THE NORTH
 AB3724'SIDE OF THE ROAD, AND 0.67 METER (2.2 FT) EAST-SOUTHEAST FROM A
 AB3724'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3724'STAMPED---016-222 1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3724'0.91 METER BELOW THE SURFACE.
 AB3724'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3724'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3724'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3725 ***********************************************************************
 AB3725  DESIGNATION -  BV 016 222 AZ MK
 AB3725  PID         -  AB3725
 AB3725  STATE/COUNTY-  GA/BULLOCH
 AB3725  USGS QUAD   -  BROOKLET (1978)
 AB3725
 AB3725                         *CURRENT SURVEY CONTROL
 AB3725  ___________________________________________________________________
 AB3725* NAD 83(1994)-  32 25 22.57048(N)    081 42 05.34693(W)     ADJUSTED  
 AB3725* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 AB3725  ___________________________________________________________________
 AB3725  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3725  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AB3725
 AB3725  HORZ ORDER  -  SECOND
 AB3725
 AB3725.The horizontal coordinates were established by classical geodetic methods
 AB3725.and adjusted by the National Geodetic Survey in September 1997..
 AB3725
 AB3725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3725
 AB3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3725
 AB3725.The geoid height was determined by GEOID03.
 AB3725
 AB3725;                    North         East     Units Scale Factor Converg.
 AB3725;SPC GA E     -   268,707.016   243,749.313   MT  0.99992359   +0 14 57.9
 AB3725;SPC GA E     -   881,582.93    799,700.87   sFT  0.99992359   +0 14 57.9
 AB3725;UTM  17      - 3,587,533.033   434,046.215   MT  0.99965364   -0 22 34.1
 AB3725
 AB3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3725!SPC GA E     -   0.99999632  x   0.99992359  =   0.99991991
 AB3725!UTM  17      -   0.99999632  x   0.99965364  =   0.99964997
 AB3725
 AB3725                          SUPERSEDED SURVEY CONTROL
 AB3725
 AB3725  NAD 83(1986)-  32 25 22.56691(N)    081 42 05.34986(W) AD(       ) 2
 AB3725  NGVD 29 (05/08/96)   53.8    (m)          177.     (f) VERT ANG       
 AB3725
 AB3725.Superseded values are not recommended for survey control.
 AB3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3725.See file dsdata.txt to determine how the superseded data were derived.
 AB3725
 AB3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3404687533(NAD 83)
 AB3725_MARKER: DD = SURVEY DISK
 AB3725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3725
 AB3725  HISTORY     - Date     Condition        Report By
 AB3725  HISTORY     - 1981     MONUMENTED       GADT
 AB3725
 AB3725                          STATION DESCRIPTION
 AB3725
 AB3725'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3725'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH-NORTHWEST OF
 AB3725'BROOKLET, 8.4 KM (5.2 MI) WEST OF LEEFIELD, AND 8.4 KM (5.2 MI)
 AB3725'EAST-SOUTHEAST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3725'26) AND STATE ROUTE 24 IN STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 80
 AB3725'FOR 3.2 KM (2 MI) TO THE JUNCTION OF COUNTY ROAD 340 (PAVED TO THE
 AB3725'LEFT, AND DIRT TO THE RIGHT) CROSSING.  CONTINUE GOING SOUTH ALONG
 AB3725'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 3.9 KM (2.4 MI) TO THE JUNCTION
 AB3725'OF COUNTY ROAD 429 (PRESENTLY UNDER CONSTRUCTION FOR PAVEMENT)
 AB3725'CROSSING.  TURN LEFT GOING NORTHEASTERLY ALONG COUNTY ROAD 429 FOR 1.3
 AB3725'KM (0.8 MI) TO THE STATION ON THE LEFT AT A POWER POLE.
 AB3725'THE STATION IS A STANDARD GADT DISK STAMPED---016-222 1981 AZ MK---,
 AB3725'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3725'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED 8.84 METERS (29 FT)
 AB3725'NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 37.95 METERS (124.5
 AB3725'FT) NORTHWEST FROM A POWER POLE ON THE SOUTH SIDE OF THE ROAD, 0.91
 AB3725'METER (3 FT) EAST-SOUTHEAST FROM A TELEPHONE POLE ON THE NORTH SIDE OF
 AB3725'THE ROAD, AND 0.67 METER (2.2 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 AB3725'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-222 1981 AZ
 AB3725'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3725'SURFACE.
 AB3725'COUNTY ROAD NUMBERS OBTAINED FRO--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3725'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3725'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3726 ***********************************************************************
 AB3726  DESIGNATION -  BV 016 222 RM 1
 AB3726  PID         -  AB3726
 AB3726  STATE/COUNTY-  GA/BULLOCH
 AB3726  USGS QUAD   -  BROOKLET (1978)
 AB3726
 AB3726                         *CURRENT SURVEY CONTROL
 AB3726  ___________________________________________________________________
 AB3726* NAD 83(1994)-  32 25 34.81316(N)    081 41 38.91023(W)     ADJUSTED  
 AB3726* NAVD 88     -        53.42   (+/-2cm)     175.3    (feet)  VERTCON   
 AB3726  ___________________________________________________________________
 AB3726  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB3726  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3726
 AB3726  HORZ ORDER  -  SECOND
 AB3726  VERT ORDER  -  THIRD (See Below)
 AB3726
 AB3726.The horizontal coordinates were established by classical geodetic methods
 AB3726.and adjusted by the National Geodetic Survey in September 1997..
 AB3726
 AB3726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3726.The vertical order pertains to the NGVD 29 superseded value.
 AB3726
 AB3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3726
 AB3726.The geoid height was determined by GEOID03.
 AB3726
 AB3726;                    North         East     Units Scale Factor Converg.
 AB3726;SPC GA E     -   269,087.137   244,438.295   MT  0.99992434   +0 15 12.2
 AB3726;SPC GA E     -   882,830.05    801,961.31   sFT  0.99992434   +0 15 12.2
 AB3726;UTM  17      - 3,587,905.508   434,739.119   MT  0.99965252   -0 22 20.0
 AB3726
 AB3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3726!SPC GA E     -   0.99999635  x   0.99992434  =   0.99992069
 AB3726!UTM  17      -   0.99999635  x   0.99965252  =   0.99964887
 AB3726
 AB3726                          SUPERSEDED SURVEY CONTROL
 AB3726
 AB3726  NAD 83(1986)-  32 25 34.80949(N)    081 41 38.91310(W) AD(       ) 2
 AB3726  NGVD 29 (05/08/96)   53.65   (m)          176.0    (f) LEVELING    3  
 AB3726
 AB3726.Superseded values are not recommended for survey control.
 AB3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3726.See file dsdata.txt to determine how the superseded data were derived.
 AB3726
 AB3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3473987906(NAD 83)
 AB3726_MARKER: DD = SURVEY DISK
 AB3726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3726
 AB3726  HISTORY     - Date     Condition        Report By
 AB3726  HISTORY     - 1981     MONUMENTED       GADT
 AB3726
 AB3726                          STATION DESCRIPTION
 AB3726
 AB3726'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3726'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH-NORTHWEST OF
 AB3726'BROOKLET, 4.8 KM (2.95 MI) WEST OF LEEFIELD, AND 8.9 KM (5.55 MI)
 AB3726'EAST-SOUTHEAST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3726'26) AND STATE ROUTE 24 IN STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 80
 AB3726'FOR 3.2 KM (2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 340 TO THE
 AB3726'LEFT, AND DIRT COUNTY ROAD 340 TO THE RIGHT.  CONTINUE GOING SOUTH
 AB3726'ALONG U.S. HIGHWAY 80 FOR 3.9 KM (2.4 MI) TO THE JUNCTION OF AN UNDER
 AB3726'CONSTRUCTION FOR PAVEMENT COUNTY ROAD 429 CROSSING.  TURN LEFT GOING
 AB3726'NORTHEASTERLY ALONG COUNTY ROAD 429 FOR 2.1 KM (1.3 MI) TO THE STATION
 AB3726'ON THE RIGHT.
 AB3726'THE STATION IS A STANDARD GADT DISK STAMPED---016-222 1981 RM 1---,
 AB3726'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3726'FLUSH WITH GROUND.  IT IS LOCATED 9.45 METERS (31 FT) NORTH-NORTHEAST
 AB3726'FROM THE CENTERLINE OF THE ROAD, 31.09 METERS (102 FT) EAST FROM A
 AB3726'TELEPHONE POLE ON THE NORTH SIDE OF THE ROAD, AND 1.22 METERS (4 FT)
 AB3726'EAST FROM A WITNESS POST.
 AB3726'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3726'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3726'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3727 ***********************************************************************
 AB3727  DESIGNATION -  BV 016 223
 AB3727  PID         -  AB3727
 AB3727  STATE/COUNTY-  GA/BULLOCH
 AB3727  USGS QUAD   -  NEVILS (1978)
 AB3727
 AB3727                         *CURRENT SURVEY CONTROL
 AB3727  ___________________________________________________________________
 AB3727* NAD 83(1994)-  32 21 45.57304(N)    081 47 01.58033(W)     ADJUSTED  
 AB3727* NAVD 88     -        63.2    (meters)     207.     (feet)  VERTCON   
 AB3727  ___________________________________________________________________
 AB3727  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AB3727  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3727
 AB3727  HORZ ORDER  -  SECOND
 AB3727
 AB3727.The horizontal coordinates were established by classical geodetic methods
 AB3727.and adjusted by the National Geodetic Survey in September 1997..
 AB3727
 AB3727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3727
 AB3727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3727
 AB3727.The geoid height was determined by GEOID03.
 AB3727
 AB3727;                    North         East     Units Scale Factor Converg.
 AB3727;SPC GA E     -   261,992.563   236,034.266   MT  0.99991601   +0 12 17.8
 AB3727;SPC GA E     -   859,553.93    774,389.09   sFT  0.99991601   +0 12 17.8
 AB3727;UTM  17      - 3,580,904.860   426,260.403   MT  0.99966705   -0 25 10.4
 AB3727
 AB3727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3727!SPC GA E     -   0.99999477  x   0.99991601  =   0.99991078
 AB3727!UTM  17      -   0.99999477  x   0.99966705  =   0.99966183
 AB3727
 AB3727                          SUPERSEDED SURVEY CONTROL
 AB3727
 AB3727  NAD 83(1986)-  32 21 45.57091(N)    081 47 01.58248(W) AD(       ) 2
 AB3727  NGVD 29 (05/08/96)   63.5    (m)          208.     (f) VERT ANG       
 AB3727
 AB3727.Superseded values are not recommended for survey control.
 AB3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3727.See file dsdata.txt to determine how the superseded data were derived.
 AB3727
 AB3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2626080905(NAD 83)
 AB3727_MARKER: DD = SURVEY DISK
 AB3727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3727
 AB3727  HISTORY     - Date     Condition        Report By
 AB3727  HISTORY     - 1981     MONUMENTED       GADT
 AB3727
 AB3727                          STATION DESCRIPTION
 AB3727
 AB3727'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3727'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTH OF STATESBORO, 9,3 KM
 AB3727'(5.75 MI) EAST OF REGISTER, AND 10.1 KM (6.25 MI) NORTHWEST OF
 AB3727'DENMARK. OWNERSHIP--LAVONNE DEALS, ROUTE 6, STATESBORO GEORGIA
 AB3727'TELEPHONE 912 839-3390.
 AB3727'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3727'GO SOUTH ALONG U.S. HIGHWAY 301 (SOUTH MAIN STREET) FOR 1.2 KM (0.75
 AB3727'MI) TO THE JUNCTION OF STATE ROUTE 67 FORKING TO THE LEFT AT THE RAIL
 AB3727'ROAD TRACKS CROSSING.  TURN LEFT GOING SOUTHEASTERLY ALONG STATE ROUTE
 AB3727'67 FOR 5.5 KM (3.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844
 AB3727'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91844 FOR 0.4 KM
 AB3727'(0.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233 TO THE RIGHT.
 AB3727'CONTINUE GOING SOUTH ALONG COUNTY ROAD 91844 FOR 4.35 KM (2.7 MI) TO
 AB3727'THE JUNCTION OF DIRT COUNTY ROAD 245 TO THE LEFT, AND DIRT COUNTY ROAD
 AB3727'249 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 249 FOR
 AB3727'1.37 KM (0.85 MI) TO THE STATION ON THE LEFT.
 AB3727'THE STATION IS A STANDARD GADT DISK STAMPED---016-223 1981---, SET
 AB3727'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3727'WITH GROUND.  IT IS LOCATED 6.7 METERS (22 FT) SOUTH-SOUTHWEST FROM
 AB3727'THE CENTERLINE OF THE COUNTY ROAD 249, 11.58 METERS (38 FT) WEST FROM
 AB3727'THE JUNCTION OF THE CENTERLINES OF COUNTY ROAD 249 AND A DRIVEWAY TO
 AB3727'THE SOUTH, 20.88 METERS (68.5 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL
 AB3727'ON THE SOUTH SIDE OF THE ROAD, 6.7 METERS (22 FT) NORTHWEST FROM A 15
 AB3727'INCH PINE TREE, AND 1.38 METERS (4.5 FT) EAST FROM A WITNESS POST SET
 AB3727'AT ANOTHER PINE TREE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3727'STAMPED---016-223 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3727'METERS BELOW THE SURFACE.
 AB3727'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-223
 AB3727'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3727'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.79 METERS (19 FT)
 AB3727'NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 21.34 METERS (70 FT)
 AB3727'NORTH-NORTHWEST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AB3727'THE COUNTY ROAD AND THE DRIVEWAY TO THE SOUTH. 16.46 METERS (54 FT)
 AB3727'NORTHEAST FROM THE TELEPHONE PEDESTAL 0.6 METER (2 FT) SOUTH-SOUTHWEST
 AB3727'FROM A 5 STRAND WIRE FENCE, AND 4.1 METERS (13.5 FT) WEST-NORTHWEST
 AB3727'FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3727'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-223 1981
 AB3727'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3727'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 8.22 METERS (27 FT)
 AB3727'SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 22.25 METERS (73 FT)
 AB3727'SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRICK CHIMNEY OF A WHITE
 AB3727'HOUSE, 31.70 METERS (104 FT) WEST-SOUTHWEST FROM A TELEPHONE PEDESTAL,
 AB3727'AND 1.68 METERS (5.5 FT) WEST FROM A WITNESS POST SET AT A FENCE
 AB3727'CORNER. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-223
 AB3727'1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 AB3727'THE SURFACE. TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG
 AB3727'COUNTY ROAD 249 FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF DIRT COUNTY
 AB3727'ROAD 248 CROSSING AND THE TERMINATION OF COUNTY ROAD 249.  TURN RIGHT
 AB3727'GOING NORTH ALONG COUNTY ROAD 248 FOR 0.4 KM (0.25 MI) TO THE STATION
 AB3727'ON THE RIGHT AT W.H. CHESTER HOUSE.
 AB3727'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3727'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3727'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3728 ***********************************************************************
 AB3728  DESIGNATION -  BV 016 223 AZ MK
 AB3728  PID         -  AB3728
 AB3728  STATE/COUNTY-  GA/BULLOCH
 AB3728  USGS QUAD   -  NEVILS (1978)
 AB3728
 AB3728                         *CURRENT SURVEY CONTROL
 AB3728  ___________________________________________________________________
 AB3728* NAD 83(1994)-  32 22 00.83974(N)    081 47 05.58306(W)     ADJUSTED  
 AB3728* NAVD 88     -        55.7    (meters)     183.     (feet)  VERTCON   
 AB3728  ___________________________________________________________________
 AB3728  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AB3728  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AB3728
 AB3728  HORZ ORDER  -  SECOND
 AB3728
 AB3728.The horizontal coordinates were established by classical geodetic methods
 AB3728.and adjusted by the National Geodetic Survey in September 1997..
 AB3728
 AB3728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3728
 AB3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3728
 AB3728.The geoid height was determined by GEOID03.
 AB3728
 AB3728;                    North         East     Units Scale Factor Converg.
 AB3728;SPC GA E     -   262,462.417   235,927.950   MT  0.99991591   +0 12 15.8
 AB3728;SPC GA E     -   861,095.45    774,040.28   sFT  0.99991591   +0 12 15.8
 AB3728;UTM  17      - 3,581,375.728   426,159.240   MT  0.99966724   -0 25 12.7
 AB3728
 AB3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3728!SPC GA E     -   0.99999596  x   0.99991591  =   0.99991187
 AB3728!UTM  17      -   0.99999596  x   0.99966724  =   0.99966320
 AB3728
 AB3728                          SUPERSEDED SURVEY CONTROL
 AB3728
 AB3728  NAD 83(1986)-  32 22 00.83763(N)    081 47 05.58508(W) AD(       ) 2
 AB3728  NGVD 29 (05/08/96)   55.9    (m)          183.     (f) VERT ANG       
 AB3728
 AB3728.Superseded values are not recommended for survey control.
 AB3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3728.See file dsdata.txt to determine how the superseded data were derived.
 AB3728
 AB3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2615981376(NAD 83)
 AB3728_MARKER: DD = SURVEY DISK
 AB3728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3728
 AB3728  HISTORY     - Date     Condition        Report By
 AB3728  HISTORY     - 1981     MONUMENTED       GADT
 AB3728
 AB3728                          STATION DESCRIPTION
 AB3728
 AB3728'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3728'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) SOUTH OF STATESBORO, 9.3
 AB3728'KM (5.75 MI) EAST OF REGISTER, AND 10.5 KM (6.5 MI) NORTHWEST OF
 AB3728'DENMARK. OWNERSHIP--JIMMY CARTEE, RTE 6 , STATESBORO GA, PHONE 912 839
 AB3728'3366.
 AB3728'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3728'GO SOUTH ALONG U.S. HIGHWAY 301 (SOUTH MAIN STREET) FOR 1.2 KM (0.75
 AB3728'MI) TO THE JUNCTION OF STATE ROUTE 67 FORKING TO THE LEFT AT THE RAIL
 AB3728'ROAD TRACKS CROSSING. TURN LEFT GOING SOUTHEASTERLY ALONG STATE ROUTE
 AB3728'67 FOR 5.5 KM (3.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844
 AB3728'CROSSING. TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91844 FOR 0.4 KM
 AB3728'(0.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233 TO THE RIGHT.
 AB3728'CONTINUE GOING SOUTH ALONG COUNTY ROAD 91844 FOR 4.35 KM (2.7 MI) TO
 AB3728'THE JUNCTION OF DIRT COUNTY ROAD 245 TO THE LEFT, AND DIRT COUNTY ROAD
 AB3728'249 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 249 FOR
 AB3728'1.50 KM (0.93 MI) TO THE STATION ON THE JUNCTION OF DIRT COUNTY ROAD
 AB3728'248 AT THE TERMINATION OF COUNTY ROAD 249.  TURN RIGHT GOING NORTH
 AB3728'ALONG COUNTY ROAD 248 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT
 AB3728'AT W.H. CHESTER HOUSE.
 AB3728'THE STATION IS A STANDARD GADT DISK STAMPED---016-223 1981 AZ MK---,
 AB3728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3728'FLUSH WITH GROUND.  IT IS LOCATED 8.22 METERS (27 FT) SOUTHEAST FROM
 AB3728'THE CENTERLINE OF THE ROAD, 22.25 METERS (73 FT) SOUTHWEST FROM THE
 AB3728'SOUTHWEST CORNER OF THE BRICK CHIMNEY OF A WHITE HOUSE, 31.70 METERS
 AB3728'(104 FT) WEST-SOUTHWEST FROM A TELEPHONE PEDESTAL, AND 1.68 METERS
 AB3728'(5.5 FT) WEST FROM A WITNESS POST SET AT A FENCE CORNER. THE
 AB3728'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-223 1981 AZ
 AB3728'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3728'SURFACE.
 AB3728'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3728'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3728'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3729 ***********************************************************************
 AB3729  DESIGNATION -  BV 016 223 RM 1
 AB3729  PID         -  AB3729
 AB3729  STATE/COUNTY-  GA/BULLOCH
 AB3729  USGS QUAD   -  NEVILS (1978)
 AB3729
 AB3729                         *CURRENT SURVEY CONTROL
 AB3729  ___________________________________________________________________
 AB3729* NAD 83(1994)-  32 21 46.07937(N)    081 47 01.71408(W)     ADJUSTED  
 AB3729* NAVD 88     -        63.07   (+/-2cm)     206.9    (feet)  VERTCON   
 AB3729  ___________________________________________________________________
 AB3729  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AB3729  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3729
 AB3729  HORZ ORDER  -  SECOND
 AB3729  VERT ORDER  -  THIRD (See Below)
 AB3729
 AB3729.The horizontal coordinates were established by classical geodetic methods
 AB3729.and adjusted by the National Geodetic Survey in September 1997..
 AB3729
 AB3729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3729.The vertical order pertains to the NGVD 29 superseded value.
 AB3729
 AB3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3729
 AB3729.The geoid height was determined by GEOID03.
 AB3729
 AB3729;                    North         East     Units Scale Factor Converg.
 AB3729;SPC GA E     -   262,008.146   236,030.714   MT  0.99991600   +0 12 17.8
 AB3729;SPC GA E     -   859,605.06    774,377.43   sFT  0.99991600   +0 12 17.8
 AB3729;UTM  17      - 3,580,920.477   426,257.022   MT  0.99966706   -0 25 10.5
 AB3729
 AB3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3729!SPC GA E     -   0.99999480  x   0.99991600  =   0.99991080
 AB3729!UTM  17      -   0.99999480  x   0.99966706  =   0.99966186
 AB3729
 AB3729                          SUPERSEDED SURVEY CONTROL
 AB3729
 AB3729  NAD 83(1986)-  32 21 46.07723(N)    081 47 01.71623(W) AD(       ) 2
 AB3729  NGVD 29 (05/08/96)   63.30   (m)          207.7    (f) LEVELING    3  
 AB3729
 AB3729.Superseded values are not recommended for survey control.
 AB3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3729.See file dsdata.txt to determine how the superseded data were derived.
 AB3729
 AB3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2625780920(NAD 83)
 AB3729_MARKER: DD = SURVEY DISK
 AB3729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3729
 AB3729  HISTORY     - Date     Condition        Report By
 AB3729  HISTORY     - 1981     MONUMENTED       GADT
 AB3729
 AB3729                          STATION DESCRIPTION
 AB3729
 AB3729'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3729'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTH OF STATESBORO, 9.3 KM
 AB3729'(5.75 MI) EAST OF REGISTER, AND 10.1 KM (6.25 MI) NORTHWEST OF
 AB3729'DENMARK. OWNERSHIP--LAVONNE DEALS, ROUTE 6, STATESBORO GEORGIA.
 AB3729'TELEPHONE 912 839 3390.
 AB3729'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN STATESBORO,
 AB3729'GO SOUTH ALONG U.S. HIGHWAY 301 (SOUTH MAIN STREET) FOR 1.2 KM (0.75
 AB3729'MI) TO THE JUNCTION OF STATE ROUTE 67 FORKING TO THE LEFT AT THE RAIL
 AB3729'ROAD TRACKS CROSSING.  TURN LEFT GOING SOUTHEASTERLY ALONG STATE ROUTE
 AB3729'67 FOR 5.5 KM (3.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844
 AB3729'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91844 FOR 0.4 KM
 AB3729'(0.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233 TO THE RIGHT.
 AB3729'CONTINUE GOING SOUTH ALONG COUNTY ROAD 91844 FOR 4.35 KM (2.7 MI) TO
 AB3729'THE JUNCTION OF DIRT COUNTY ROAD 245 TO THE LEFT, AND DIRT COUNTY ROAD
 AB3729'249 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 249 FOR
 AB3729'1.37 KM (0.85 MI) TO THE STATION ON THE LEFT.
 AB3729'THE STATION IS A STANDARD GADT DISK STAMPED---016-223 1981 RM 1---,
 AB3729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3729'FLUSH WITH GROUND.  IT IS LOCATED 5.79 METERS (19 FT) NORTH-NORTHEAST
 AB3729'FROM THE CENTERLINE OF THE ROAD, 21.34 METERS (70 FT) NORTH-NORTHWEST
 AB3729'FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF THE COUNTY ROAD
 AB3729'AND THE DRIVEWAY TO THE SOUTH, 16.46 METERS (54 FT) NORTHEAST FROM A
 AB3729'TELEPHONE PEDESTAL, 0.6 METER (2 FT) SOUTH-SOUTHWEST FROM A 5 STRAND
 AB3729'BARBED WIRE FENCE, AND 4.1 METERS (13.5 FT) WEST-NORTHWEST FROM A
 AB3729'WITNESS POST.
 AB3729'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3729'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3729'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3730 ***********************************************************************
 AB3730  DESIGNATION -  BV 016 224
 AB3730  PID         -  AB3730
 AB3730  STATE/COUNTY-  GA/BULLOCH
 AB3730  USGS QUAD   -  LEEFIELD (1978)
 AB3730
 AB3730                         *CURRENT SURVEY CONTROL
 AB3730  ___________________________________________________________________
 AB3730* NAD 83(1994)-  32 24 29.19515(N)    081 33 18.18673(W)     ADJUSTED  
 AB3730* NAVD 88     -        35.6    (meters)     117.     (feet)  VERTCON   
 AB3730  ___________________________________________________________________
 AB3730  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AB3730  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AB3730
 AB3730  HORZ ORDER  -  SECOND
 AB3730
 AB3730.The horizontal coordinates were established by classical geodetic methods
 AB3730.and adjusted by the National Geodetic Survey in September 1997..
 AB3730
 AB3730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3730
 AB3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3730
 AB3730.The geoid height was determined by GEOID03.
 AB3730
 AB3730;                    North         East     Units Scale Factor Converg.
 AB3730;SPC GA E     -   267,132.359   257,530.664   MT  0.99994080   +0 19 40.1
 AB3730;SPC GA E     -   876,416.75    844,915.19   sFT  0.99994080   +0 19 40.1
 AB3730;UTM  17      - 3,585,808.540   447,805.586   MT  0.99963359   -0 17 50.9
 AB3730
 AB3730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3730!SPC GA E     -   0.99999919  x   0.99994080  =   0.99993999
 AB3730!UTM  17      -   0.99999919  x   0.99963359  =   0.99963278
 AB3730
 AB3730                          SUPERSEDED SURVEY CONTROL
 AB3730
 AB3730  NAD 83(1986)-  32 24 29.19068(N)    081 33 18.18760(W) AD(       ) 2
 AB3730  NGVD 29 (05/08/96)   35.9    (m)          118.     (f) VERT ANG       
 AB3730
 AB3730.Superseded values are not recommended for survey control.
 AB3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3730.See file dsdata.txt to determine how the superseded data were derived.
 AB3730
 AB3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4780685809(NAD 83)
 AB3730_MARKER: DD = SURVEY DISK
 AB3730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3730
 AB3730  HISTORY     - Date     Condition        Report By
 AB3730  HISTORY     - 1981     MONUMENTED       GADT
 AB3730
 AB3730                          STATION DESCRIPTION
 AB3730
 AB3730'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3730'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) EAST-NORTHEAST OF
 AB3730'BROOKLET, 12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF OLIVER, AND 16.9 KM
 AB3730'(10.5 MI) WEST-NORTHWEST OF GUYTON. OWNERSHIP--AARON J. WILLIAMS,
 AB3730'ROUTE 2, BOX 177A, BROOKLET GA, 30415.
 AB3730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3730'26) AND COUNTY PAVED ROAD 90733 CROSSING AT THE CAUTION LIGHT IN
 AB3730'BROOKLET, GO NORTHEAST ALONG COUNTY ROAD 90733 FOR 4.65 KM (2.9 MI) TO
 AB3730'THE JUNCTION OF COUNTY PAVED ROAD 445 TO THE LEFT. CONTINUE GOING
 AB3730'EASTERLY ALONG COUNTY ROAD 90733 FOR 2.25 KM (1.4 MI) TO THE SMALL
 AB3730'COMMUNITY OF LEEFIELD WHERE COUNTY ROAD 90733 TURNS LEFT, COUNTY PAVED
 AB3730'ROAD 91845 TO THE LEFT, AND COUNTY DIRT ROAD 387 CONTINUES AHEAD.
 AB3730'CONTINUE AHEAD GOING EAST ALONG COUNTY ROAD 387 FOR 4.25 KM (2.65 MI)
 AB3730'TO THE JUNCTION OF COUNTY DIRT ROAD 410 TO THE LEFT.  CONTINUE
 AB3730'SOUTHEASTERLY ALONG COUNTY ROAD 387 FOR 1.45 KM (0.9 MI) TO THE
 AB3730'JUNCTION OF COUNTY DIRT ROAD 396 TO THE LEFT AND THE AZIMUTH MARK ON
 AB3730'THE RIGHT.  TURN LEFT AND GO EAST ALONG COUNTY ROAD 396 FOR 0.65 KM
 AB3730'(0.4 MI) TO THE STATION ON THE RIGHT.
 AB3730'THE STATION IS A STANDARD GADT DISK STAMPED---016-224 1982---, SET
 AB3730'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3730'WITH GROUND.  IT IS LOCATED 8.53 METERS (28 FT) SOUTH FROM THE
 AB3730'CENTERLINE OF THE ROAD, 17.8 METERS (58.4 FT) SOUTHEAST FROM A 14 INCH
 AB3730'PINE TREE TO THE NORTH OF THE ROAD, 16.67 METERS (54.7 FT)
 AB3730'WEST-SOUTHWEST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 3.35
 AB3730'METERS (11 FT) NORTHWEST FROM A 14 INCH LEANING OAK TREE, AND 1.19
 AB3730'METERS (3.9 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3730'A STANDARD GADT DISK STAMPED---016-224 1982---, SET INTO AN IRREGULAR
 AB3730'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3730'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-224 RM
 AB3730'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3730'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.79 METERS (19 FT) NORTH
 AB3730'FROM THE CENTERLINE OF THE ROAD, 14.14 METERS (46.4 FT) NORTHWEST FROM
 AB3730'THE UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE
 AB3730'ROAD, 18.65 METERS (61.2 FT) NORTH-NORTHEAST FROM THE LEANING 14 INCH
 AB3730'OAK TREE TO THE SOUTH OF THE ROAD, AND 1.19 METERS (3.9 FT) SOUTH FROM
 AB3730'A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3730'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-224 AZ MK
 AB3730'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3730'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 6.1 METERS
 AB3730'(20 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE ROAD, 5.7 METERS
 AB3730'(18.7 FT) SOUTH FROM A 3 INCH CHERRY TREE, 25.91 METERS (85 FT) EAST
 AB3730'FROM A 24 INCH PECAN TREE, 43.04 METERS (141.2 FT) NORTHEAST FROM A
 AB3730'POWER POLE, AND 0.85 METER (2.8 FT) EAST-SOUTHEAST FROM A WITNESS
 AB3730'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-224
 AB3730'AZ MK 1982---,SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 AB3730'GROUND SURFACE.
 AB3730'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3730'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3730'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3731 ***********************************************************************
 AB3731  DESIGNATION -  BV 016 224 AZ MK
 AB3731  PID         -  AB3731
 AB3731  STATE/COUNTY-  GA/BULLOCH
 AB3731  USGS QUAD   -  LEEFIELD (1978)
 AB3731
 AB3731                         *CURRENT SURVEY CONTROL
 AB3731  ___________________________________________________________________
 AB3731* NAD 83(1994)-  32 24 34.44149(N)    081 33 41.29419(W)     ADJUSTED  
 AB3731* NAVD 88     -        36.7    (meters)     120.     (feet)  VERTCON   
 AB3731  ___________________________________________________________________
 AB3731  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AB3731  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AB3731
 AB3731  HORZ ORDER  -  SECOND
 AB3731
 AB3731.The horizontal coordinates were established by classical geodetic methods
 AB3731.and adjusted by the National Geodetic Survey in September 1997..
 AB3731
 AB3731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3731
 AB3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3731
 AB3731.The geoid height was determined by GEOID03.
 AB3731
 AB3731;                    North         East     Units Scale Factor Converg.
 AB3731;SPC GA E     -   267,290.518   256,925.970   MT  0.99993995   +0 19 27.7
 AB3731;SPC GA E     -   876,935.64    842,931.29   sFT  0.99993995   +0 19 27.7
 AB3731;UTM  17      - 3,585,973.238   447,202.838   MT  0.99963437   -0 18 03.4
 AB3731
 AB3731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3731!SPC GA E     -   0.99999901  x   0.99993995  =   0.99993896
 AB3731!UTM  17      -   0.99999901  x   0.99963437  =   0.99963338
 AB3731
 AB3731                          SUPERSEDED SURVEY CONTROL
 AB3731
 AB3731  NAD 83(1986)-  32 24 34.43702(N)    081 33 41.29506(W) AD(       ) 2
 AB3731  NGVD 29 (05/08/96)   37.0    (m)          121.     (f) VERT ANG       
 AB3731
 AB3731.Superseded values are not recommended for survey control.
 AB3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3731.See file dsdata.txt to determine how the superseded data were derived.
 AB3731
 AB3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4720385973(NAD 83)
 AB3731_MARKER: DD = SURVEY DISK
 AB3731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3731
 AB3731  HISTORY     - Date     Condition        Report By
 AB3731  HISTORY     - 1981     MONUMENTED       GADT
 AB3731
 AB3731                          STATION DESCRIPTION
 AB3731
 AB3731'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3731'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST-NORTHEAST OF
 AB3731'BROOKLET, 12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF OLIVER, AND 17.7 KM (11
 AB3731'MI) WEST-NORTHWEST OF GUYTON. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3731'26) AND COUNTY PAVED ROAD 90733 CROSSING AT THE CAUTION LIGHT IN
 AB3731'BROOKLET, GO NORTHEAST ALONG COUNTY ROAD 90733 FOR 4.65 KM (2.9 MI) TO
 AB3731'THE JUNCTION OF COUNTY PAVED ROAD 445 TO THE LEFT. CONTINUE GOING
 AB3731'EASTERLY ALONG COUNTY ROAD 90733 FOR 2.25 KM (1.4 MI) TO THE SMALL
 AB3731'COMMUNITY OF LEEFIELD WHERE COUNTY ROAD 90733 TURNS LEFT, COUNTY ROAD
 AB3731'91845 TO THE LEFT, AND COUNTY DIRT ROAD 387 CONTINUES AHEAD.  CONTINUE
 AB3731'AHEAD GOING EAST ALONG COUNTY ROAD 387 FOR 4.25 KM (2.65 MI) TO THE
 AB3731'JUNCTION OF COUNTY DIRT ROAD 410 TO THE LEFT.  CONTINUE SOUTHEASTERLY
 AB3731'ALONG COUNTY ROAD 387 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY
 AB3731'DIRT ROAD 396 TO THE LEFT AND THE STATION ON THE RIGHT.
 AB3731'THE STATION IS A STANDARD GADT DISK STAMPED---016-224 AZ MK 1982---,
 AB3731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3731'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 6.1 METERS (20 FT)
 AB3731'WEST-NORTHWEST FROM THE CENTERLINE OF COUNTY DIRT ROAD 387, 5.7 METERS
 AB3731'(18.7 FT) SOUTH FROM A 3 INCH CHERRY TREE, 25.91 METERS (85 FT) EAST
 AB3731'FROM A 24 INCH PECAN TREE, 43.04 METERS (141.2 FT) NORTHEAST FROM A
 AB3731'POWER POLE, AND 0.85 METER (2.8 FT) EAST-SOUTHEAST FROM A WITNESS
 AB3731'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-224
 AB3731'AZ MK 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW
 AB3731'THE SURFACE.
 AB3731'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3731'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3731'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3732 ***********************************************************************
 AB3732  DESIGNATION -  BV 016 224 RM 1
 AB3732  PID         -  AB3732
 AB3732  STATE/COUNTY-  GA/BULLOCH
 AB3732  USGS QUAD   -  LEEFIELD (1978)
 AB3732
 AB3732                         *CURRENT SURVEY CONTROL
 AB3732  ___________________________________________________________________
 AB3732* NAD 83(1994)-  32 24 29.74669(N)    081 33 18.17602(W)     ADJUSTED  
 AB3732* NAVD 88     -        35.71   (+/-2cm)     117.2    (feet)  VERTCON   
 AB3732  ___________________________________________________________________
 AB3732  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AB3732  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AB3732
 AB3732  HORZ ORDER  -  SECOND
 AB3732  VERT ORDER  -  THIRD (See Below)
 AB3732
 AB3732.The horizontal coordinates were established by classical geodetic methods
 AB3732.and adjusted by the National Geodetic Survey in September 1997..
 AB3732
 AB3732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3732.The vertical order pertains to the NGVD 29 superseded value.
 AB3732
 AB3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3732
 AB3732.The geoid height was determined by GEOID03.
 AB3732
 AB3732;                    North         East     Units Scale Factor Converg.
 AB3732;SPC GA E     -   267,149.349   257,530.847   MT  0.99994080   +0 19 40.1
 AB3732;SPC GA E     -   876,472.49    844,915.79   sFT  0.99994080   +0 19 40.1
 AB3732;UTM  17      - 3,585,825.522   447,805.954   MT  0.99963359   -0 17 50.9
 AB3732
 AB3732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3732!SPC GA E     -   0.99999917  x   0.99994080  =   0.99993997
 AB3732!UTM  17      -   0.99999917  x   0.99963359  =   0.99963276
 AB3732
 AB3732                          SUPERSEDED SURVEY CONTROL
 AB3732
 AB3732  NAD 83(1986)-  32 24 29.74224(N)    081 33 18.17689(W) AD(       ) 2
 AB3732  NGVD 29 (05/08/96)   35.95   (m)          117.9    (f) LEVELING    3  
 AB3732
 AB3732.Superseded values are not recommended for survey control.
 AB3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3732.See file dsdata.txt to determine how the superseded data were derived.
 AB3732
 AB3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4780685826(NAD 83)
 AB3732_MARKER: DD = SURVEY DISK
 AB3732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3732
 AB3732  HISTORY     - Date     Condition        Report By
 AB3732  HISTORY     - 1981     MONUMENTED       GADT
 AB3732
 AB3732                          STATION DESCRIPTION
 AB3732
 AB3732'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3732'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) EAST-NORTHEAST OF
 AB3732'BROOKLET, 12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF OLIVER, AND 16.9 KM
 AB3732'(10.5 MI) WEST-NORTHWEST OF GUYTON. OWNERSHIP--AARON J. WILLIAMS,
 AB3732'ROUTE 2, BOX 177A, BROOKLET, GA, 30415.
 AB3732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3732'26) AND COUNTY PAVED ROAD 90733 CROSSING AT THE CAUTION LIGHT IN
 AB3732'BROOKLET, GO NORTHEAST ALONG COUNTY ROAD 90733 FOR 4.65 KM (2.9 MI) TO
 AB3732'THE JUNCTION OF COUNTY PAVED ROAD 445 TO THE LEFT. CONTINUE GOING
 AB3732'EASTERLY ALONG COUNTY ROAD 90733 FOR 2.25 KM (1.4 MI) TO THE SMALL
 AB3732'COMUNITY OF LEEFIELD WHERE COUNTY ROAD 90733 TURNS LEFT, COUNTY PAVED
 AB3732'ROAD 91845 TO THE LEFT, AND COUNTY DIRT ROAD 387 CONTINUES AHEAD.
 AB3732'CONTINUE AHEAD GOING EAST ALONG COUNTY ROAD 387 FOR 4.25 KM (2.65 MI)
 AB3732'TO THE JUNCTION OF COUNTY DIRT ROAD 410 TO THE LEFT.  CONTINUE
 AB3732'SOUTHEASTERLY ALONG COUNTY ROAD 387 FOR 1.45 KM (0.9 MI) TO THE
 AB3732'JUNCTION OF DIRT COUNTY ROAD 396 TO THE LEFT.  TURN LEFT AND GO EAST
 AB3732'ALONG COUNTY ROAD 396 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE
 AB3732'RIGHT.
 AB3732'THE STATION IS A STANDARD GADT DISK STAMPED---016-224 RM 1 1982---,
 AB3732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3732'FLUSH WITH GROUND.  IT IS LOCATED 5.79 METERS (19 FT) NORTH FROM THE
 AB3732'CENTERLINE OF THE ROAD, 14.14 METERS (46.4 FT) NORTHWEST FROM AN
 AB3732'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE ROAD,
 AB3732'18.65 METERS (61.2 FT) NORTH-NORTHEAST FROM A LEANING 14 INCH OAK TREE
 AB3732'TO THE SOUTH OF THE ROAD, AND 1.19 METERS (3.9 FT) SOUTH FROM A
 AB3732'WITNESS POST.
 AB3732'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3732'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3732'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3739 ***********************************************************************
 AB3739  DESIGNATION -  BV 016 225
 AB3739  PID         -  AB3739
 AB3739  STATE/COUNTY-  GA/BULLOCH
 AB3739  USGS QUAD   -  BROOKLET (1978)
 AB3739
 AB3739                         *CURRENT SURVEY CONTROL
 AB3739  ___________________________________________________________________
 AB3739* NAD 83(1994)-  32 23 24.47792(N)    081 41 23.01642(W)     ADJUSTED  
 AB3739* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 AB3739  ___________________________________________________________________
 AB3739  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AB3739  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3739
 AB3739  HORZ ORDER  -  SECOND
 AB3739
 AB3739.The horizontal coordinates were established by classical geodetic methods
 AB3739.and adjusted by the National Geodetic Survey in September 1997..
 AB3739
 AB3739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3739
 AB3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3739
 AB3739.The geoid height was determined by GEOID03.
 AB3739
 AB3739;                    North         East     Units Scale Factor Converg.
 AB3739;SPC GA E     -   265,074.492   244,871.410   MT  0.99992482   +0 15 19.8
 AB3739;SPC GA E     -   869,665.23    803,382.28   sFT  0.99992482   +0 15 19.8
 AB3739;UTM  17      - 3,583,889.470   435,128.312   MT  0.99965189   -0 22 10.2
 AB3739
 AB3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3739!SPC GA E     -   0.99999569  x   0.99992482  =   0.99992051
 AB3739!UTM  17      -   0.99999569  x   0.99965189  =   0.99964758
 AB3739
 AB3739                          SUPERSEDED SURVEY CONTROL
 AB3739
 AB3739  NAD 83(1986)-  32 23 24.47420(N)    081 41 23.01991(W) AD(       ) 2
 AB3739  NGVD 29 (05/08/96)   57.9    (m)          190.     (f) VERT ANG       
 AB3739
 AB3739.Superseded values are not recommended for survey control.
 AB3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3739.See file dsdata.txt to determine how the superseded data were derived.
 AB3739
 AB3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3512883889(NAD 83)
 AB3739_MARKER: DD = SURVEY DISK
 AB3739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3739
 AB3739  HISTORY     - Date     Condition        Report By
 AB3739  HISTORY     - 1981     MONUMENTED       GADT
 AB3739
 AB3739                          STATION DESCRIPTION
 AB3739
 AB3739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3739'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) WEST-NORTHWEST OF
 AB3739'BROOKLET, 11.1 KM (6.9 MI) SOUTHEAST OF STATESBORO, AND 11.9 KM (7.4
 AB3739'MI) NORTH-NORTHEAST OF DENMARK. OWNERSHIP--SHAW BROTHERS FARM, BY
 AB3739'RAYMOND SHAW, RTE 2 BOX 13, BROOKLET, GEORGIA 30415.
 AB3739'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET LOCATED AT
 AB3739'THE JUNCTION OF PARKER AVENUE AND LEE STREET (LEE STREET WILL TURN IN
 AB3739'TO DIRT COUNTY ROAD 352 AT THE CITY LIMITS), GO WEST ALONG LEE STREET
 AB3739'FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF A DIRT DRIVEWAY ON THE RIGHT.
 AB3739'CONTINUE GOING WEST ALONG COUNTY ROAD 352 FOR 0.8 KM (0.5 MI) TO THE
 AB3739'STATION ON THE RIGHT NEAR A POWER POLE.
 AB3739'THE STATION IS A STANDARD GADT DISK STAMPED---016-225 1981---, SET
 AB3739'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3739'WITH GROUND.  IT IS LOCATED 5.18 METERS (17 FT) NORTH FROM THE
 AB3739'CENTERLINE OF THE ROAD, 2.9 METERS (9.5 FT) WEST-SOUTHWEST FROM A
 AB3739'POWER POLE, AND 1.06 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS
 AB3739'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-225
 AB3739'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3739'SURFACE.
 AB3739'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-225
 AB3739'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3739'DIAMETER RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED 4.26 METERS
 AB3739'(14 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 10.06 METERS (33 FT)
 AB3739'SOUTHWEST FROM THE POWER POLE, 11.12 METERS (36.5 FT) SOUTHWEST FROM A
 AB3739'WITNESS POST. MARK IS BELOW STATION .9 METERS.
 AB3739'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-225 1981
 AB3739'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3739'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 7.62 METERS (25 FT) NORTH
 AB3739'FROM THE CENTERLINE OF THE ROAD, 24.38 METERS (80 FT) EAST-SOUTHEAST
 AB3739'FROM A LIGHT POLE WITH A LIGHT ATTACHED, 1.22 METERS (4 FT) SOUTHEAST
 AB3739'FROM A POWER POLE, AND 1.06 METERS (3.5 FT) SOUTHEAST FROM A WITNESS
 AB3739'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-225
 AB3739'1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 AB3739'THE SURFACE. TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG
 AB3739'COUNTY ROAD 352 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT
 AB3739'NEAR A POWER POLE.
 AB3739'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3739'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3739'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3740 ***********************************************************************
 AB3740  DESIGNATION -  BV 016 225 AZ MK
 AB3740  PID         -  AB3740
 AB3740  STATE/COUNTY-  GA/BULLOCH
 AB3740  USGS QUAD   -  BROOKLET (1978)
 AB3740
 AB3740                         *CURRENT SURVEY CONTROL
 AB3740  ___________________________________________________________________
 AB3740* NAD 83(1994)-  32 23 19.78632(N)    081 41 38.27659(W)     ADJUSTED  
 AB3740* NAVD 88     -        56.8    (meters)     186.     (feet)  VERTCON   
 AB3740  ___________________________________________________________________
 AB3740  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3740  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 AB3740
 AB3740  HORZ ORDER  -  SECOND
 AB3740
 AB3740.The horizontal coordinates were established by classical geodetic methods
 AB3740.and adjusted by the National Geodetic Survey in September 1997..
 AB3740
 AB3740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3740
 AB3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3740
 AB3740.The geoid height was determined by GEOID03.
 AB3740
 AB3740;                    North         East     Units Scale Factor Converg.
 AB3740;SPC GA E     -   264,928.215   244,473.238   MT  0.99992438   +0 15 11.6
 AB3740;SPC GA E     -   869,185.32    802,075.95   sFT  0.99992438   +0 15 11.6
 AB3740;UTM  17      - 3,583,747.583   434,728.676   MT  0.99965254   -0 22 18.3
 AB3740
 AB3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3740!SPC GA E     -   0.99999582  x   0.99992438  =   0.99992020
 AB3740!UTM  17      -   0.99999582  x   0.99965254  =   0.99964836
 AB3740
 AB3740                          SUPERSEDED SURVEY CONTROL
 AB3740
 AB3740  NAD 83(1986)-  32 23 19.78265(N)    081 41 38.28011(W) AD(       ) 2
 AB3740  NGVD 29 (05/08/96)   57.0    (m)          187.     (f) VERT ANG       
 AB3740
 AB3740.Superseded values are not recommended for survey control.
 AB3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3740.See file dsdata.txt to determine how the superseded data were derived.
 AB3740
 AB3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3472983748(NAD 83)
 AB3740_MARKER: DD = SURVEY DISK
 AB3740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3740
 AB3740  HISTORY     - Date     Condition        Report By
 AB3740  HISTORY     - 1981     MONUMENTED       GADT
 AB3740
 AB3740                          STATION DESCRIPTION
 AB3740
 AB3740'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3740'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) WEST-NORTHWEST OF BROOKLET,
 AB3740'10.8 KM (6.7 MI) SOUTHEAST OF STATESBORO, AND 11.8 KM (7.3 MI)
 AB3740'NORTH-NORTHEAST OF DENMARK. OWNERSHIP--SHAW BROTHERS FARM, BY RAYMOND
 AB3740'SHAW, RTE 2, BOX 13, BROOKLET GEORGIA 30415.
 AB3740'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET LOCATED AT
 AB3740'THE JUNCTION OF PARKER AVENUE AND LEE STREET (LEE STREET WILL TURN
 AB3740'INTO DIRT COUNTY ROAD 352 AT THE CITY LIMITS) GO WEST ALONG LEE STREET
 AB3740'FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF A DIRT DRIVEWAY TO THE RIGHT.
 AB3740'CONTINUE GOING WEST ALONG COUNTY ROAD 352 FOR 1.3 KM (0.8 MI) TO THE
 AB3740'STATION ON THE RIGHT NEAR A POWER POLE.
 AB3740'THE STATION IS A STANDARD GADT DISK STAMPED---016-225 1981 AZ MK---,
 AB3740'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3740'FLUSH WITH GROUND.  IT IS LOCATED 7.62 METERS (25 FT) NORTH FROM THE
 AB3740'CENTERLINE OF THE ROAD, 24.38 METERS (80 FT) EAST-SOUTHEAST FROM A
 AB3740'LIGHT POLE WITH A LIGHT ATTACHED, 1.22 METERS (4 FT) SOUTHEAST FROM A
 AB3740'POWER POLE, AND 1.06 METERS (3.5 FT) SOUTHEAST FROM A WITNESS POST.
 AB3740'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-225 1981 AZ
 AB3740'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3740'SURFACE.
 AB3740'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3740'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3740'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3741 ***********************************************************************
 AB3741  DESIGNATION -  BV 016 225 RM 1
 AB3741  PID         -  AB3741
 AB3741  STATE/COUNTY-  GA/BULLOCH
 AB3741  USGS QUAD   -  BROOKLET (1978)
 AB3741
 AB3741                         *CURRENT SURVEY CONTROL
 AB3741  ___________________________________________________________________
 AB3741* NAD 83(1994)-  32 23 24.17127(N)    081 41 23.08806(W)     ADJUSTED  
 AB3741* NAVD 88     -        57.11   (+/-2cm)     187.4    (feet)  VERTCON   
 AB3741  ___________________________________________________________________
 AB3741  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AB3741  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3741
 AB3741  HORZ ORDER  -  SECOND
 AB3741  VERT ORDER  -  THIRD (See Below)
 AB3741
 AB3741.The horizontal coordinates were established by classical geodetic methods
 AB3741.and adjusted by the National Geodetic Survey in September 1997..
 AB3741
 AB3741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3741.The vertical order pertains to the NGVD 29 superseded value.
 AB3741
 AB3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3741
 AB3741.The geoid height was determined by GEOID03.
 AB3741
 AB3741;                    North         East     Units Scale Factor Converg.
 AB3741;SPC GA E     -   265,065.039   244,869.580   MT  0.99992482   +0 15 19.7
 AB3741;SPC GA E     -   869,634.22    803,376.28   sFT  0.99992482   +0 15 19.7
 AB3741;UTM  17      - 3,583,880.039   435,126.379   MT  0.99965190   -0 22 10.2
 AB3741
 AB3741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3741!SPC GA E     -   0.99999577  x   0.99992482  =   0.99992059
 AB3741!UTM  17      -   0.99999577  x   0.99965190  =   0.99964767
 AB3741
 AB3741                          SUPERSEDED SURVEY CONTROL
 AB3741
 AB3741  NAD 83(1986)-  32 23 24.16756(N)    081 41 23.09155(W) AD(       ) 2
 AB3741  NGVD 29 (05/08/96)   57.33   (m)          188.1    (f) LEVELING    3  
 AB3741
 AB3741.Superseded values are not recommended for survey control.
 AB3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3741.See file dsdata.txt to determine how the superseded data were derived.
 AB3741
 AB3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3512683880(NAD 83)
 AB3741_MARKER: DD = SURVEY DISK
 AB3741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3741
 AB3741  HISTORY     - Date     Condition        Report By
 AB3741  HISTORY     - 1981     MONUMENTED       GADT
 AB3741
 AB3741                          STATION DESCRIPTION
 AB3741
 AB3741'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3741'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) WEST-NORTHWEST OF
 AB3741'BROOKLET, 11.1 KM (6.9 MI) SOUTHEAST OF STATESBORO, AND 11.9 KM (7.4
 AB3741'MI) NORTH-NORTHEAST OF DENMARK. OWNERSHIP--SHAW BROTHERS FARM, BY
 AB3741'RAYMOND SHAW, RTE 2 BOX 13, BROOKLET GEORGIA 30415.
 AB3741'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET LOCATED AT
 AB3741'THE JUNCTION OF PARKER AVENUE AND LEE STREET (LEE STREET WILL TURN
 AB3741'INTO DIRT COUNTY ROAD 352 AT THE CITY LIMITS) , GO WEST ALONG LEE
 AB3741'STREET FOR 2 KM (1.25 MI) TO THE JUNCTION OF A DIRT DRIVEWAY TO THE
 AB3741'RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 352 FOR 0.8 KM (0.5 MI)
 AB3741'TO THE STATION ON THE RIGHT.
 AB3741'THE STATION IS A STANDARD GADT DISK STAMPED---016-225 1981---, SET
 AB3741'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3741'15 CM BELOW THE GROUND.  IT IS LOCATED 4.26 METERS (14 FT) SOUTH FROM
 AB3741'THE CENTERLINE OF THE ROAD, 10.06 METERS (33 FT) SOUTHWEST FROM A
 AB3741'POWER POLE, 11.12 METERS (36.5 FT) SOUTHWEST FROM A WITNESS POST.
 AB3741'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3741'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3741'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3744 ***********************************************************************
 AB3744  DESIGNATION -  BV 016 226
 AB3744  PID         -  AB3744
 AB3744  STATE/COUNTY-  GA/BULLOCH
 AB3744  USGS QUAD   -  NEVILS (1978)
 AB3744
 AB3744                         *CURRENT SURVEY CONTROL
 AB3744  ___________________________________________________________________
 AB3744* NAD 83(1994)-  32 17 59.56318(N)    081 52 07.21726(W)     ADJUSTED  
 AB3744* NAVD 88     -        67.2    (meters)     220.     (feet)  VERTCON   
 AB3744  ___________________________________________________________________
 AB3744  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3744  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AB3744
 AB3744  HORZ ORDER  -  SECOND
 AB3744
 AB3744.The horizontal coordinates were established by classical geodetic methods
 AB3744.and adjusted by the National Geodetic Survey in September 1997..
 AB3744
 AB3744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3744
 AB3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3744
 AB3744.The geoid height was determined by GEOID03.
 AB3744
 AB3744;                    North         East     Units Scale Factor Converg.
 AB3744;SPC GA E     -   255,005.910   228,063.718   MT  0.99990971   +0 09 33.2
 AB3744;SPC GA E     -   836,631.89    748,239.05   sFT  0.99990971   +0 09 33.2
 AB3744;UTM  17      - 3,574,007.065   418,216.158   MT  0.99968248   -0 27 51.1
 AB3744
 AB3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3744!SPC GA E     -   0.99999413  x   0.99990971  =   0.99990384
 AB3744!UTM  17      -   0.99999413  x   0.99968248  =   0.99967661
 AB3744
 AB3744                          SUPERSEDED SURVEY CONTROL
 AB3744
 AB3744  NAD 83(1986)-  32 17 59.56602(N)    081 52 07.21633(W) AD(       ) 2
 AB3744  NGVD 29 (05/08/96)   67.4    (m)          221.     (f) VERT ANG       
 AB3744
 AB3744.Superseded values are not recommended for survey control.
 AB3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3744.See file dsdata.txt to determine how the superseded data were derived.
 AB3744
 AB3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1821674007(NAD 83)
 AB3744_MARKER: DD = SURVEY DISK
 AB3744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3744
 AB3744  HISTORY     - Date     Condition        Report By
 AB3744  HISTORY     - 1982     MONUMENTED       GADT
 AB3744
 AB3744                          STATION DESCRIPTION
 AB3744
 AB3744'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3744'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHEAST OF PULASKI, 18.2
 AB3744'KM (11.3 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 21.4 KM (13.3 MI)
 AB3744'WEST-SOUTHWEST OF BROOKLET. OWNERSHIP--LESTER NEVILS, SAVANAH, GA, AND
 AB3744'SAM NEVILS, REGITER GA, 30452, TELEPHONE 912 852 5255.
 AB3744'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3744'U.S. HIGHWAY 301 (U.S. HIGHWAY 25 AND STATE ROUTE 73) LOCATED ABOUT
 AB3744'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTH ALONG U.S.
 AB3744'HIGHWAY 301 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 AB3744'210 TO THE LEFT.  TURN LEFT AND GO EAST ALONG COUNTY  ROAD 210
 AB3744'(PASSING BY MR AKINS RESIDENCE) FOR 0.4 KM (0.25 MI) TO THE TOP OF A
 AB3744'HILL AND THE STATION ON THE LEFT IN THE FIELD NEAR A POWER POLE.
 AB3744'THE STATION IS A STANDARD GADT DISK STAMPED---016-226 1982---, SET
 AB3744'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3744'WITH GROUND.  IT IS LOCATED 22.56 METERS (74 FT) NORTH FROM THE
 AB3744'CENTERLINE OF THE ROAD, 27.86 METERS (91.4 FT) NORTH FROM A SQUARE
 AB3744'CONCRETE PROPERTY CORNER, 34.38 METERS (112.8 FT) NORTHEAST FROM AN 18
 AB3744'INCH PECAN TREE TO THE SOUTH OF THE ROAD, 2.13 METERS (7 FT)
 AB3744'SOUTH-SOUTHWEST FROM A POWER POLE, AND 0.76 METER (2.5 FT) SOUTH FROM
 AB3744'A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3744'STAMPED---016-226 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 1
 AB3744'METERS BELOW THE SURFACE.
 AB3744'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-226
 AB3744'1982 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 AB3744'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 6.71 METERS
 AB3744'(22 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 16.15 METERS (53 FT)
 AB3744'WEST-NORTHWEST FROM A 36 INCH PECAN TREE, 17.89 METERS (58.7 FT) EAST
 AB3744'FROM THE SQUARE CONCRETE PROPERTY CORNER, AND 36.88 METERS (121 FT)
 AB3744'SOUTHEAST FROM THE POWER POLE. MARK IS BELOW STATION 0.30 METERS.
 AB3744'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-226 1982
 AB3744'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3744'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 7.62 METERS
 AB3744'(25 FT) SOUTH FROM THE CENTER OF A DIRT FIELD ROAD, 12.50 METERS (41
 AB3744'FT) NORTHWEST FROM THE NORTHWEST CORNER OF A BRICK CHIMNEY, 21.64
 AB3744'METERS (71 FT) EAST FROM A POWER POLE, 2.59 METERS (8.5 FT) WEST FROM
 AB3744'A 15 INCH OAK TREE, AND 0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 AB3744'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG COUNTY DIRT
 AB3744'ROAD 210 FOR 0.5 KM (0.3 MI) TO A FORK.  TAKE THE LEFT FORK AND GO
 AB3744'NORTHEAST ALONG THE COUNTY DIRT ROAD 210 FOR 0.25 KM (0.15 MI) TO THE
 AB3744'AZIMUTH MARK ON THE RIGHT IN THE YARD OF A VACANT HOUSE.
 AB3744'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3744'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3744'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3745 ***********************************************************************
 AB3745  DESIGNATION -  BV 016 226 AZ MK
 AB3745  PID         -  AB3745
 AB3745  STATE/COUNTY-  GA/BULLOCH
 AB3745  USGS QUAD   -  NEVILS (1978)
 AB3745
 AB3745                         *CURRENT SURVEY CONTROL
 AB3745  ___________________________________________________________________
 AB3745* NAD 83(1994)-  32 18 06.53100(N)    081 51 42.72597(W)     ADJUSTED  
 AB3745* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 AB3745  ___________________________________________________________________
 AB3745  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AB3745  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AB3745
 AB3745  HORZ ORDER  -  SECOND
 AB3745
 AB3745.The horizontal coordinates were established by classical geodetic methods
 AB3745.and adjusted by the National Geodetic Survey in September 1997..
 AB3745
 AB3745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3745
 AB3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3745
 AB3745.The geoid height was determined by GEOID03.
 AB3745
 AB3745;                    North         East     Units Scale Factor Converg.
 AB3745;SPC GA E     -   255,222.323   228,703.796   MT  0.99991016   +0 09 46.4
 AB3745;SPC GA E     -   837,341.90    750,339.04   sFT  0.99991016   +0 09 46.4
 AB3745;UTM  17      - 3,574,216.452   418,858.406   MT  0.99968119   -0 27 38.1
 AB3745
 AB3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3745!SPC GA E     -   0.99999523  x   0.99991016  =   0.99990539
 AB3745!UTM  17      -   0.99999523  x   0.99968119  =   0.99967642
 AB3745
 AB3745                          SUPERSEDED SURVEY CONTROL
 AB3745
 AB3745  NAD 83(1986)-  32 18 06.53376(N)    081 51 42.72501(W) AD(       ) 2
 AB3745  NGVD 29 (05/08/96)   60.4    (m)          198.     (f) VERT ANG       
 AB3745
 AB3745.Superseded values are not recommended for survey control.
 AB3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3745.See file dsdata.txt to determine how the superseded data were derived.
 AB3745
 AB3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1885874216(NAD 83)
 AB3745_MARKER: DD = SURVEY DISK
 AB3745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3745
 AB3745  HISTORY     - Date     Condition        Report By
 AB3745  HISTORY     - 1982     MONUMENTED       GADT
 AB3745
 AB3745                          STATION DESCRIPTION
 AB3745
 AB3745'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3745'THE STATION IS LOCATED ABOUT 13.35 KM (8.3 MI) SOUTHEAST OF PULASKI,
 AB3745'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 20.6 KM (12.8 MI)
 AB3745'WEST-SOUTHWEST OF BROOKLET. OWNERSHIP--BUDDY AKINS, REGISTER GA,
 AB3745'30452, TELEPHONE 912 897 3987.
 AB3745'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3745'U.S. HIGHWAY 301 (U.S. HIGHWAY 25 AND STATE ROUTE 73) LOCATED ABOUT
 AB3745'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTH ALONG U.S.
 AB3745'HIGHWAY 301 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 AB3745'210 TO THE LEFT.  TURN LEFT AND GO EAST ALONG COUNTY ROAD 210 (PASSING
 AB3745'BY MR AKINS RESIDENCE) FOR 0.9 KM (0.55 MI) TO A FORK.  TAKE THE LEFT
 AB3745'FORK AND GO NORTHEAST ALONG DIRT COUNTY ROAD 210 FOR 0.25 KM (0.15 MI)
 AB3745'TO THE STATION ON THE RIGHT IN THE YARD OF A VACANT HOUSE.
 AB3745'THE STATION IS A STANDARD GADT DISK STAMPED---016-226 1982 AZ MK---,
 AB3745'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3745'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 7.62 METERS (25 FT)
 AB3745'SOUTH FROM THE CENTERLINE OF THE ROAD, 12.50 METERS (41 FT) NORTHWEST
 AB3745'FROM THE NORTHWEST CORNER OF A BRICK CHIMNEY, 21.64 METERS (71 FT)
 AB3745'EAST FROM A POWER POLE, 2.59 METERS (8.5 FT) WEST FROM A 15 INCH OAK
 AB3745'TREE, AND 0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 AB3745'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3745'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3745'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3746 ***********************************************************************
 AB3746  DESIGNATION -  BV 016 226 RM 1
 AB3746  PID         -  AB3746
 AB3746  STATE/COUNTY-  GA/BULLOCH
 AB3746  USGS QUAD   -  NEVILS (1978)
 AB3746
 AB3746                         *CURRENT SURVEY CONTROL
 AB3746  ___________________________________________________________________
 AB3746* NAD 83(1994)-  32 17 58.68022(N)    081 52 06.34090(W)     ADJUSTED  
 AB3746* NAVD 88     -        67.26   (+/-2cm)     220.7    (feet)  VERTCON   
 AB3746  ___________________________________________________________________
 AB3746  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3746  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AB3746
 AB3746  HORZ ORDER  -  SECOND
 AB3746  VERT ORDER  -  THIRD (See Below)
 AB3746
 AB3746.The horizontal coordinates were established by classical geodetic methods
 AB3746.and adjusted by the National Geodetic Survey in September 1997..
 AB3746
 AB3746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3746.The vertical order pertains to the NGVD 29 superseded value.
 AB3746
 AB3746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3746
 AB3746.The geoid height was determined by GEOID03.
 AB3746
 AB3746;                    North         East     Units Scale Factor Converg.
 AB3746;SPC GA E     -   254,978.778   228,086.719   MT  0.99990972   +0 09 33.7
 AB3746;SPC GA E     -   836,542.87    748,314.51   sFT  0.99990972   +0 09 33.7
 AB3746;UTM  17      - 3,573,979.690   418,238.857   MT  0.99968243   -0 27 50.6
 AB3746
 AB3746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3746!SPC GA E     -   0.99999412  x   0.99990972  =   0.99990384
 AB3746!UTM  17      -   0.99999412  x   0.99968243  =   0.99967655
 AB3746
 AB3746                          SUPERSEDED SURVEY CONTROL
 AB3746
 AB3746  NAD 83(1986)-  32 17 58.68305(N)    081 52 06.33998(W) AD(       ) 2
 AB3746  NGVD 29 (05/08/96)   67.48   (m)          221.4    (f) LEVELING    3  
 AB3746
 AB3746.Superseded values are not recommended for survey control.
 AB3746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3746.See file dsdata.txt to determine how the superseded data were derived.
 AB3746
 AB3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1823973980(NAD 83)
 AB3746_MARKER: DD = SURVEY DISK
 AB3746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3746
 AB3746  HISTORY     - Date     Condition        Report By
 AB3746  HISTORY     - 1982     MONUMENTED       GADT
 AB3746
 AB3746                          STATION DESCRIPTION
 AB3746
 AB3746'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3746'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHEAST OF PULASKI, 18.2
 AB3746'KM (11.3 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 21.4 KM (13. (13.3 MI)
 AB3746'WEST-SOUTHWEST OF BROOKLET. OWNERSHIP--LESTER NEVILS SAVANAH GA, AND
 AB3746'SAM NEVILS REGISTER GA, 30452, TELEPHONE 912 852 5255.
 AB3746'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3746'U.S. HIGHWAY 301 (U.S. HIGHWAY 25 AND STATE ROUTE 73) LOCATED ABOUT
 AB3746'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTH ALONG U.S.
 AB3746'HIGHWAY 301 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3746'210 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 210 (PASSING
 AB3746'BY MR AKINS RESIDENCE) FOR 0.4 KM (0.25 MI) TO THE TOP OF A HILL AND
 AB3746'THE STATION ON THE RIGHT.
 AB3746'THE STATION IS A STANDARD GADT DISK STAMPED---016-226 1982 RM 1---,
 AB3746'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 AB3746'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 6.71 METERS (22 FT)
 AB3746'SOUTH FROM THE CENTERLINE OF THE ROAD, 16.15 METERS (53 FT)
 AB3746'WEST-NORTHWEST FROM A 36 INCH PECAN TREE, 17.89 METERS (58.7 FT) EAST
 AB3746'FROM THE SQUARE CONCRETE PROPERTY CORNER, AND 36.88 METERS (121 FT)
 AB3746'SOUTHEAST FROM A POWER POLE.
 AB3746'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3746'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3746'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3747 ***********************************************************************
 AB3747  DESIGNATION -  BV 016 227
 AB3747  PID         -  AB3747
 AB3747  STATE/COUNTY-  GA/BULLOCH
 AB3747  USGS QUAD   -  NEVILS (1978)
 AB3747
 AB3747                         *CURRENT SURVEY CONTROL
 AB3747  ___________________________________________________________________
 AB3747* NAD 83(1994)-  32 18 09.84941(N)    081 50 38.81321(W)     ADJUSTED  
 AB3747* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 AB3747  ___________________________________________________________________
 AB3747  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AB3747  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AB3747
 AB3747  HORZ ORDER  -  SECOND
 AB3747
 AB3747.The horizontal coordinates were established by classical geodetic methods
 AB3747.and adjusted by the National Geodetic Survey in September 1997..
 AB3747
 AB3747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3747
 AB3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3747
 AB3747.The geoid height was determined by GEOID03.
 AB3747
 AB3747;                    North         East     Units Scale Factor Converg.
 AB3747;SPC GA E     -   255,329.423   230,375.402   MT  0.99991137   +0 10 20.5
 AB3747;SPC GA E     -   837,693.28    755,823.30   sFT  0.99991137   +0 10 20.5
 AB3747;UTM  17      - 3,574,305.336   420,530.692   MT  0.99967788   -0 27 04.0
 AB3747
 AB3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3747!SPC GA E     -   0.99999735  x   0.99991137  =   0.99990872
 AB3747!UTM  17      -   0.99999735  x   0.99967788  =   0.99967523
 AB3747
 AB3747                          SUPERSEDED SURVEY CONTROL
 AB3747
 AB3747  NAD 83(1986)-  32 18 09.85124(N)    081 50 38.81360(W) AD(       ) 2
 AB3747  NGVD 29 (05/08/96)   47.0    (m)          154.     (f) VERT ANG       
 AB3747
 AB3747.Superseded values are not recommended for survey control.
 AB3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3747.See file dsdata.txt to determine how the superseded data were derived.
 AB3747
 AB3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2053174305(NAD 83)
 AB3747_MARKER: DD = SURVEY DISK
 AB3747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3747
 AB3747  HISTORY     - Date     Condition        Report By
 AB3747  HISTORY     - 1982     MONUMENTED       GADT
 AB3747
 AB3747                          STATION DESCRIPTION
 AB3747
 AB3747'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3747'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHEAST OF PULASKI, 17.1
 AB3747'KM (10.6 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 19.15 KM (11.9 MI)
 AB3747'WEST-SOUTHWEST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3747'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 SOUTHEAST
 AB3747'ALONG INTERSTATE HIGHWAY 16 FOR 2.2 KM (1.35 MI) TO THE AZIMUTH MARK
 AB3747'ON THE LEFT NEAR THE FENCELINE.  CONTINUE GOING SOUTHEAST ALONG
 AB3747'INTERSTATE HIGHWAY 16 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 AB3747'THE STATION IS A STANDARD GADT DISK STAMPED---016-227 1982---, SET
 AB3747'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3747'5 CM BELOW THE GROUND.  IT IS LOCATED 9.3 METERS (30.5 FT)
 AB3747'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE WEST BOUND LANE OF
 AB3747'INTERSTATE HIGHWAY 16, 30.78 METERS (101 FT) NORTH-NORTHEAST FROM THE
 AB3747'CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 16, 38.19
 AB3747'METERS (125.3 FT) SOUTHEAST FROM MILE POST NUMBER 118, AND 0.76 METER
 AB3747'(2.5 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3747'A STANDARD GADT DISK STAMPED---016-227 1982---, SET INTO AN IRREGULAR
 AB3747'MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB3747'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-227
 AB3747'1982 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 AB3747'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 10.52 METERS
 AB3747'(34.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE WEST BOUND LANE
 AB3747'OF INTERSTATE HIGHWAY 16, 31.39 METERS (103 FT) NORTH-NORTHEAST FROM
 AB3747'THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 16, AND
 AB3747'0.67 METER (2.2 FT) NORTH-NORTHEAST FROM A WITNESS POST. MARK IS BELOW
 AB3747'STATION 0.45 METERS.
 AB3747'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-227 1982
 AB3747'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3747'DIAMETER RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 25.90 METERS
 AB3747'(85 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE OF
 AB3747'THE INTERSTATE, 4.11 METERS (13.5 FT) EAST-SOUTHEAST FROM A 12 INCH
 AB3747'OAK TREE, 23.62 METERS (77.5 FT) SOUTHWEST FROM A CENTER BRACE POST OF
 AB3747'THREE IN THE INTERSTATE RIGHT OF WAY FENCELINE, AND 0.76 METER (2.5
 AB3747'FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 AB3747'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3747'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3747'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3748 ***********************************************************************
 AB3748  DESIGNATION -  BV 016 227 AZ MK
 AB3748  PID         -  AB3748
 AB3748  STATE/COUNTY-  GA/BULLOCH
 AB3748  USGS QUAD   -  NEVILS (1978)
 AB3748
 AB3748                         *CURRENT SURVEY CONTROL
 AB3748  ___________________________________________________________________
 AB3748* NAD 83(1994)-  32 18 15.30590(N)    081 51 03.55686(W)     ADJUSTED  
 AB3748* NAVD 88     -        46.1    (meters)     151.     (feet)  VERTCON   
 AB3748  ___________________________________________________________________
 AB3748  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AB3748  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AB3748
 AB3748  HORZ ORDER  -  SECOND
 AB3748
 AB3748.The horizontal coordinates were established by classical geodetic methods
 AB3748.and adjusted by the National Geodetic Survey in September 1997..
 AB3748
 AB3748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3748
 AB3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3748
 AB3748.The geoid height was determined by GEOID03.
 AB3748
 AB3748;                    North         East     Units Scale Factor Converg.
 AB3748;SPC GA E     -   255,495.559   229,727.637   MT  0.99991089   +0 10 07.3
 AB3748;SPC GA E     -   838,238.35    753,698.09   sFT  0.99991089   +0 10 07.3
 AB3748;UTM  17      - 3,574,478.471   419,884.923   MT  0.99967915   -0 27 17.3
 AB3748
 AB3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3748!SPC GA E     -   0.99999744  x   0.99991089  =   0.99990833
 AB3748!UTM  17      -   0.99999744  x   0.99967915  =   0.99967659
 AB3748
 AB3748                          SUPERSEDED SURVEY CONTROL
 AB3748
 AB3748  NAD 83(1986)-  32 18 15.30801(N)    081 51 03.55716(W) AD(       ) 2
 AB3748  NGVD 29 (05/08/96)   46.4    (m)          152.     (f) VERT ANG       
 AB3748
 AB3748.Superseded values are not recommended for survey control.
 AB3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3748.See file dsdata.txt to determine how the superseded data were derived.
 AB3748
 AB3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1988574478(NAD 83)
 AB3748_MARKER: DD = SURVEY DISK
 AB3748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3748
 AB3748  HISTORY     - Date     Condition        Report By
 AB3748  HISTORY     - 1982     MONUMENTED       GADT
 AB3748
 AB3748                          STATION DESCRIPTION
 AB3748
 AB3748'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3748'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHEAST OF PULASKI,
 AB3748'17.1 KM (10.6 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 19.65 KM (12.2
 AB3748'MI) WEST-SOUTHWEST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3748'WAY.
 AB3748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3748'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3748'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3748'INTERSTATE HIGHWAY 16 FOR 2.2 KM (1.35 MI) TO THE STATION ON THE NORTH
 AB3748'SIDE OF THE WEST BOUND LANE OF THE INTERSTATE NEAR THE FENCELINE.
 AB3748'THE STATION IS A STANDARD GADT DISK STAMPED---016-227 AZ MK 1982---,
 AB3748'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3748'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 25.90 METERS (85 FT)
 AB3748'NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE OF THE
 AB3748'INTERSTATE, 4.11 METERS (13.5 FT) EAST-SOUTHEAST FROM A 12 INCH OAK
 AB3748'TREE, 23.62 METERS (77.5 FT) SOUTHWEST FROM A CENTER BRACE POST OF
 AB3748'THREE IN THE INTERSTATE RIGHT OF WAY FENCELINE, AND 0.76 METER (2.5
 AB3748'FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 AB3748'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3748'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3748'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3749 ***********************************************************************
 AB3749  DESIGNATION -  BV 016 227 RM 1
 AB3749  PID         -  AB3749
 AB3749  STATE/COUNTY-  GA/BULLOCH
 AB3749  USGS QUAD   -  NEVILS (1978)
 AB3749
 AB3749                         *CURRENT SURVEY CONTROL
 AB3749  ___________________________________________________________________
 AB3749* NAD 83(1994)-  32 18 09.63126(N)    081 50 37.81163(W)     ADJUSTED  
 AB3749* NAVD 88     -        46.67   (+/-2cm)     153.1    (feet)  VERTCON   
 AB3749  ___________________________________________________________________
 AB3749  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AB3749  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AB3749
 AB3749  HORZ ORDER  -  SECOND
 AB3749  VERT ORDER  -  THIRD (See Below)
 AB3749
 AB3749.The horizontal coordinates were established by classical geodetic methods
 AB3749.and adjusted by the National Geodetic Survey in September 1997..
 AB3749
 AB3749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3749.The vertical order pertains to the NGVD 29 superseded value.
 AB3749
 AB3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3749
 AB3749.The geoid height was determined by GEOID03.
 AB3749
 AB3749;                    North         East     Units Scale Factor Converg.
 AB3749;SPC GA E     -   255,322.783   230,401.623   MT  0.99991139   +0 10 21.1
 AB3749;SPC GA E     -   837,671.50    755,909.32   sFT  0.99991139   +0 10 21.1
 AB3749;UTM  17      - 3,574,298.412   420,556.833   MT  0.99967783   -0 27 03.5
 AB3749
 AB3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3749!SPC GA E     -   0.99999736  x   0.99991139  =   0.99990875
 AB3749!UTM  17      -   0.99999736  x   0.99967783  =   0.99967519
 AB3749
 AB3749                          SUPERSEDED SURVEY CONTROL
 AB3749
 AB3749  NAD 83(1986)-  32 18 09.63307(N)    081 50 37.81202(W) AD(       ) 2
 AB3749  NGVD 29 (05/08/96)   46.89   (m)          153.8    (f) LEVELING    3  
 AB3749
 AB3749.Superseded values are not recommended for survey control.
 AB3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3749.See file dsdata.txt to determine how the superseded data were derived.
 AB3749
 AB3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2055774298(NAD 83)
 AB3749_MARKER: DD = SURVEY DISK
 AB3749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3749
 AB3749  HISTORY     - Date     Condition        Report By
 AB3749  HISTORY     - 1982     MONUMENTED       GADT
 AB3749
 AB3749                          STATION DESCRIPTION
 AB3749
 AB3749'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3749'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHEAST OF PULASKI, 17.1
 AB3749'KM (10.6 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 19.15 KM (11.9 MI)
 AB3749'WEST-SOUTHWEST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3749'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3749'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3749'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3749'INTERSTATE HIGHWAY 16 FOR 2.85 KM (1.75 MI) TO THE STATION ON THE LEFT
 AB3749'IN THE MEDIAN.
 AB3749'THE STATION IS A STANDARD GADT DISK STAMPED---016-227 1982 RM 1---,
 AB3749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 AB3749'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 10.52 METERS (34.5 FT)
 AB3749'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE WEST BOUND LANE OF THE
 AB3749'INTERSTATE, 31.39 METERS (103 FT) NORTH-NORTHEAST FROM THE CENTERLINE
 AB3749'OF THE EAST BOUND LANE OF THE INTERSTATE, AND 0.67 METER (2.2 FT)
 AB3749'NORTH-NORTHEAST FROM A WITNESS POST.
 AB3749'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3749'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3749'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3750 ***********************************************************************
 AB3750  DESIGNATION -  BV 016 228
 AB3750  PID         -  AB3750
 AB3750  STATE/COUNTY-  GA/BULLOCH
 AB3750  USGS QUAD   -  NEVILS (1978)
 AB3750
 AB3750                         *CURRENT SURVEY CONTROL
 AB3750  ___________________________________________________________________
 AB3750* NAD 83(1994)-  32 16 56.61270(N)    081 46 49.55865(W)     ADJUSTED  
 AB3750* NAVD 88     -        55.1    (meters)     181.     (feet)  VERTCON   
 AB3750  ___________________________________________________________________
 AB3750  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AB3750  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3750
 AB3750  HORZ ORDER  -  SECOND
 AB3750
 AB3750.The horizontal coordinates were established by classical geodetic methods
 AB3750.and adjusted by the National Geodetic Survey in September 1997..
 AB3750
 AB3750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3750
 AB3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3750
 AB3750.The geoid height was determined by GEOID03.
 AB3750
 AB3750;                    North         East     Units Scale Factor Converg.
 AB3750;SPC GA E     -   253,093.516   236,380.615   MT  0.99991632   +0 12 22.6
 AB3750;SPC GA E     -   830,357.64    775,525.40   sFT  0.99991632   +0 12 22.6
 AB3750;UTM  17      - 3,572,004.789   426,509.782   MT  0.99966660   -0 25 00.6
 AB3750
 AB3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3750!SPC GA E     -   0.99999606  x   0.99991632  =   0.99991238
 AB3750!UTM  17      -   0.99999606  x   0.99966660  =   0.99966266
 AB3750
 AB3750                          SUPERSEDED SURVEY CONTROL
 AB3750
 AB3750  NAD 83(1986)-  32 16 56.61206(N)    081 46 49.56218(W) AD(       ) 2
 AB3750  NGVD 29 (05/08/96)   55.3    (m)          181.     (f) VERT ANG       
 AB3750
 AB3750.Superseded values are not recommended for survey control.
 AB3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3750.See file dsdata.txt to determine how the superseded data were derived.
 AB3750
 AB3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2651072005(NAD 83)
 AB3750_MARKER: DD = SURVEY DISK
 AB3750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3750
 AB3750  HISTORY     - Date     Condition        Report By
 AB3750  HISTORY     - 1982     MONUMENTED       GADT
 AB3750
 AB3750                          STATION DESCRIPTION
 AB3750
 AB3750'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3750'THE STATION IS LOCATED ABOUT 15.7 KM (9.75 MI) SOUTHWEST OF BROOKLET,
 AB3750'18.7 KM (11.6 MI) SOUTH OF STATESBORO, AND 20.45 KM (12.7 MI)
 AB3750'SOUTHEAST OF PULASKI. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3750'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3750'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3750'INTERSTATE HIGHWAY 16 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY
 AB3750'DIRT ROAD 555 (SKATE R BOWL ROAD OVERHEAD BRIDGE) CROSSING.  CONTINUE
 AB3750'GOING SOUTHEAST ALONG INTERSTATE HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO THE
 AB3750'AZIMUTH MARK ON THE LEFT. CONTINUE GOING SOUTHEAST ALONG INTERSTATE 16
 AB3750'FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT NEAR MILE POST 122.
 AB3750'THE STATION IS A STANDARD GADT DISK STAMPED---016-228 1982---, SET
 AB3750'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3750'5.1 CM BELOW THE GROUND.  IT IS LOCATED 22.71 METERS (74.5 FT)
 AB3750'SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE EAST BOUND LANE OF THE
 AB3750'INTERSTATE, 24.69 METERS (81 FT) NORTH-NORTHWEST FROM THE RIGHT OF WAY
 AB3750'FENCE, 42.21 METERS (138.5 FT) EAST-NORTHEAST FROM THE CENTER BRACE
 AB3750'POST OF THE RIGHT OF WAY FENCE LINE, 14.48 METERS (47.5 FT) SOUTHEAST
 AB3750'FROM MILE POST NUMBER 122, AND 0.91 METER (3 FT) NORTH-NORTHWEST FROM
 AB3750'A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3750'STAMPED---016-228 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .93
 AB3750'METERS BELOW THE SURFACE.
 AB3750'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-228
 AB3750'1982 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3750'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 21.49 METERS
 AB3750'(70.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE EAST BOUND LANE
 AB3750'OF THE INTERSTATE, 26.06 METERS (85.5 FT) NORTH-NORTHEAST FROM THE
 AB3750'RIGHT OF WAY FENCE, 30.36 METERS (99.6 FT) NORTHEAST FROM THE CENTER
 AB3750'BRACE POST OF THE RIGHT OF WAY FENCELINE, 21.64 METERS (71 FT)
 AB3750'WEST-SOUTHWEST FROM MILE POST NUMBER 122, AND 0.7 METERS (2.3 FT)
 AB3750'NORTH-NORTHEAST FROM A WITNESS POST. MARK IS BELOW STATION 0.15
 AB3750'METERS.
 AB3750'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-228 1982
 AB3750'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3750'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 31.55 METERS
 AB3750'(103.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE
 AB3750'OF THE INTERSTATE, 7.92 METERS (26 FT) WEST-SOUTHWEST FROM AN 18 INCH
 AB3750'PINE TREE, 2.74 METERS (9 FT) SOUTH-SOUTHEAST FROM THE POINT OF
 AB3750'INTERSECTION OF TWO CONCRETE PAVED DITCHES, AND 0.67 METER (2.2 FT)
 AB3750'SOUTH-SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3750'STANDARD GADT DISK STAMPED---016-228 1982 AZ MK---,SET IN AN IRREGULAR
 AB3750'MASS OF CONCRETE 0.91 METER BELOW GROUND SURFACE.
 AB3750'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3750'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3750'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3751 ***********************************************************************
 AB3751  DESIGNATION -  BV 016 228 AZ MK
 AB3751  PID         -  AB3751
 AB3751  STATE/COUNTY-  GA/BULLOCH
 AB3751  USGS QUAD   -  NEVILS (1978)
 AB3751
 AB3751                         *CURRENT SURVEY CONTROL
 AB3751  ___________________________________________________________________
 AB3751* NAD 83(1994)-  32 17 12.09356(N)    081 47 32.00812(W)     ADJUSTED  
 AB3751* NAVD 88     -        51.9    (meters)     170.     (feet)  VERTCON   
 AB3751  ___________________________________________________________________
 AB3751  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AB3751  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AB3751
 AB3751  HORZ ORDER  -  SECOND
 AB3751
 AB3751.The horizontal coordinates were established by classical geodetic methods
 AB3751.and adjusted by the National Geodetic Survey in September 1997..
 AB3751
 AB3751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3751
 AB3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3751
 AB3751.The geoid height was determined by GEOID03.
 AB3751
 AB3751;                    North         East     Units Scale Factor Converg.
 AB3751;SPC GA E     -   253,566.396   235,268.262   MT  0.99991533   +0 12 00.0
 AB3751;SPC GA E     -   831,909.08    771,875.96   sFT  0.99991533   +0 12 00.0
 AB3751;UTM  17      - 3,572,489.619   425,402.912   MT  0.99966862   -0 25 23.5
 AB3751
 AB3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3751!SPC GA E     -   0.99999656  x   0.99991533  =   0.99991189
 AB3751!UTM  17      -   0.99999656  x   0.99966862  =   0.99966518
 AB3751
 AB3751                          SUPERSEDED SURVEY CONTROL
 AB3751
 AB3751  NAD 83(1986)-  32 17 12.09349(N)    081 47 32.01136(W) AD(       ) 2
 AB3751  NGVD 29 (05/08/96)   52.1    (m)          171.     (f) VERT ANG       
 AB3751
 AB3751.Superseded values are not recommended for survey control.
 AB3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3751.See file dsdata.txt to determine how the superseded data were derived.
 AB3751
 AB3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2540372490(NAD 83)
 AB3751_MARKER: DD = SURVEY DISK
 AB3751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3751
 AB3751  HISTORY     - Date     Condition        Report By
 AB3751  HISTORY     - 1982     MONUMENTED       GADT
 AB3751
 AB3751                          STATION DESCRIPTION
 AB3751
 AB3751'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3751'THE STATION IS LOCATED ABOUT 15.85 KM (9.85 MI) SOUTHWEST OF BROOKLET,
 AB3751'18.05 KM (11.2 MI) SOUTH OF STATESBORO, AND 19.3 KM (12 MI) SOUTHEAST
 AB3751'OF PULASKI. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3751'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3751'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3751'INTERSTATE HIGHWAY 16 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY
 AB3751'DIRT ROAD 555 (SKATE R. BOWL ROAD OVERHEAD BRIDGE) CROSSING.  CONTINUE
 AB3751'GOING SOUTHEAST ALONG INTERSTATE HIGHWAY 16 FOR 2.9 KM (1.8 MI) TO THE
 AB3751'STATION ON THE LEFT.
 AB3751'THE STATION IS A STANDARD GADT DISK STAMPED---016-228 1982 AZ MK---,
 AB3751'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3751'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 31.55 METERS (103.5
 AB3751'FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE OF THE
 AB3751'INTERSTATE, 7.92 METERS (26 FT) WEST-SOUTHWEST FROM AN 18 INCH PINE
 AB3751'TREE, 2.74 METERS (9 FT) SOUTH-SOUTHEAST FROM THE POINT OF
 AB3751'INTERSECTION OF THE CENTERLINES OF TWO CONCRETE PAVED DITCHES, AND
 AB3751'0.67 METER (2.2 FT) SOUTH-SOUTHWEST FROM A WITNESS POST. THE
 AB3751'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-228 1982 AZ
 AB3751'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 AB3751'SURFACE.
 AB3751'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3751'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3751'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3752 ***********************************************************************
 AB3752  DESIGNATION -  BV 016 228 RM 1
 AB3752  PID         -  AB3752
 AB3752  STATE/COUNTY-  GA/BULLOCH
 AB3752  USGS QUAD   -  NEVILS (1978)
 AB3752
 AB3752                         *CURRENT SURVEY CONTROL
 AB3752  ___________________________________________________________________
 AB3752* NAD 83(1994)-  32 16 56.85158(N)    081 46 50.21434(W)     ADJUSTED  
 AB3752* NAVD 88     -        55.12   (+/-2cm)     180.8    (feet)  VERTCON   
 AB3752  ___________________________________________________________________
 AB3752  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AB3752  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3752
 AB3752  HORZ ORDER  -  SECOND
 AB3752  VERT ORDER  -  THIRD (See Below)
 AB3752
 AB3752.The horizontal coordinates were established by classical geodetic methods
 AB3752.and adjusted by the National Geodetic Survey in September 1997..
 AB3752
 AB3752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3752.The vertical order pertains to the NGVD 29 superseded value.
 AB3752
 AB3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3752
 AB3752.The geoid height was determined by GEOID03.
 AB3752
 AB3752;                    North         East     Units Scale Factor Converg.
 AB3752;SPC GA E     -   253,100.812   236,363.433   MT  0.99991630   +0 12 22.3
 AB3752;SPC GA E     -   830,381.58    775,469.03   sFT  0.99991630   +0 12 22.3
 AB3752;UTM  17      - 3,572,012.270   426,492.684   MT  0.99966663   -0 25 01.0
 AB3752
 AB3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3752!SPC GA E     -   0.99999605  x   0.99991630  =   0.99991235
 AB3752!UTM  17      -   0.99999605  x   0.99966663  =   0.99966268
 AB3752
 AB3752                          SUPERSEDED SURVEY CONTROL
 AB3752
 AB3752  NAD 83(1986)-  32 16 56.85094(N)    081 46 50.21787(W) AD(       ) 2
 AB3752  NGVD 29 (05/08/96)   55.34   (m)          181.6    (f) LEVELING    3  
 AB3752
 AB3752.Superseded values are not recommended for survey control.
 AB3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3752.See file dsdata.txt to determine how the superseded data were derived.
 AB3752
 AB3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2649372012(NAD 83)
 AB3752_MARKER: DD = SURVEY DISK
 AB3752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3752
 AB3752  HISTORY     - Date     Condition        Report By
 AB3752  HISTORY     - 1982     MONUMENTED       GADT
 AB3752
 AB3752                          STATION DESCRIPTION
 AB3752
 AB3752'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3752'THE STATION IS LOCATED ABOUT 15.7 KM (9.75 MI) SOUTHWEST OF BROOKLET,
 AB3752'18.7 KM (11.6 MI) SOUTH OF STATESBORO, AND 20.45 KM (12.7 MI)
 AB3752'SOUTHEAST OF PULASKI. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3752'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3752'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3752'INTERSTATE HIGHWAY 16 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY
 AB3752'ROAD 555 (SKATE R. BOWL ROAD OVERHEAD BRIDGE) CROSSING.  CONTINUE
 AB3752'GOING SOUTHEAST ALONG INTERSTATE HIGHWAY 16 FOR FOR 4.2 KM (2.6 MI) TO
 AB3752'THE STATION ON THE RIGHT NEAR MILE POST 122.
 AB3752'THE STATION IS A STANDARD GADT DISK STAMPED---016-228 1982 RM 1---,
 AB3752'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3752'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 21.49 METERS (70.5
 AB3752'FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE EAST BOUND LANE OF THE
 AB3752'INTERSTATE, 26.06 METERS (85.5 FT) NORTH-NORTHEAST FROM THE RIGHT OF
 AB3752'WAY FENCE, 30.36 METERS (99.6 FT) NORTHEAST FROM THE CENTER BRACE POST
 AB3752'OF THE RIGHT OF WAY FENCE, 21.64 METERS (71 FT) WEST-SOUTHWEST FROM
 AB3752'MILE NUMBER 122, AND 0.7 METER (2.3 FT) NORTH-NORTHEAST FROM A WITNESS
 AB3752'POST.
 AB3752'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3752'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3752'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3753 ***********************************************************************
 AB3753  DESIGNATION -  BV 016 229
 AB3753  PID         -  AB3753
 AB3753  STATE/COUNTY-  GA/BULLOCH
 AB3753  USGS QUAD   -  NEVILS (1978)
 AB3753
 AB3753                         *CURRENT SURVEY CONTROL
 AB3753  ___________________________________________________________________
 AB3753* NAD 83(1994)-  32 16 31.11708(N)    081 45 18.08969(W)     ADJUSTED  
 AB3753* NAVD 88     -        59.8    (meters)     196.     (feet)  VERTCON   
 AB3753  ___________________________________________________________________
 AB3753  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3753  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AB3753
 AB3753  HORZ ORDER  -  SECOND
 AB3753
 AB3753.The horizontal coordinates were established by classical geodetic methods
 AB3753.and adjusted by the National Geodetic Survey in September 1997..
 AB3753
 AB3753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3753
 AB3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3753
 AB3753.The geoid height was determined by GEOID03.
 AB3753
 AB3753;                    North         East     Units Scale Factor Converg.
 AB3753;SPC GA E     -   252,317.138   238,776.913   MT  0.99991854   +0 13 11.3
 AB3753;SPC GA E     -   827,810.48    783,387.26   sFT  0.99991854   +0 13 11.3
 AB3753;UTM  17      - 3,571,202.602   428,896.890   MT  0.99966234   -0 24 11.5
 AB3753
 AB3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3753!SPC GA E     -   0.99999533  x   0.99991854  =   0.99991387
 AB3753!UTM  17      -   0.99999533  x   0.99966234  =   0.99965767
 AB3753
 AB3753                          SUPERSEDED SURVEY CONTROL
 AB3753
 AB3753  NAD 83(1986)-  32 16 31.11554(N)    081 45 18.09511(W) AD(       ) 2
 AB3753  NGVD 29 (05/08/96)   60.0    (m)          197.     (f) VERT ANG       
 AB3753
 AB3753.Superseded values are not recommended for survey control.
 AB3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3753.See file dsdata.txt to determine how the superseded data were derived.
 AB3753
 AB3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2889771203(NAD 83)
 AB3753_MARKER: DD = SURVEY DISK
 AB3753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3753
 AB3753  HISTORY     - Date     Condition        Report By
 AB3753  HISTORY     - 1982     MONUMENTED       GADT
 AB3753
 AB3753                          STATION DESCRIPTION
 AB3753
 AB3753'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3753'THE STATION IS LOCATED ABOUT 22.7 KM (14.1 MI) EAST-SOUTHEAST OF
 AB3753'PULASKI, 19.3 KM (12 MI) SOUTH OF STATESBORO, AND 15 KM (9.3 MI)
 AB3753'SOUTHWEST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3753'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3753'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3753'INTERSTATE HIGHWAY 16 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF DIRT
 AB3753'COUNTY ROAD 555 (SKATE R BOWL ROAD OVERHEAD BRIDGE) CROSSING.
 AB3753'CONTINUE GOING SOUTHEAST ALONG INTERSTATE 16 FOR 6.2 KM (3.85 MI) TO
 AB3753'THE JUNCTION OF COUNTY PAVED ROAD 91844 (NEVILS GROVELAND ROAD
 AB3753'OVERHEAD BRIDGE) CROSSING.  CONTINUE GOING SOUTHEAST ALONG INTERSTATE
 AB3753'16 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT AT THE FENCELINE.
 AB3753'THE STATION IS A STANDARD GADT DISK STAMPED---016-229 1982---, SET
 AB3753'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3753'7.6 CM BELOW THE GROUND.  IT IS LOCATED 42.67 METERS (140 FT)
 AB3753'NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE OF THE
 AB3753'INTERSTATE, 21.03 METERS (69 FT) SOUTHEAST FROM THE CENTER BRACE POST
 AB3753'OF THE RIGHT OF WAY FENCE, 4.63 METERS (15.2 FT) SOUTH-SOUTHWEST FROM
 AB3753'THE RIGHT OF WAY FENCE, AND 0.98 METER (3.2 FT) SOUTH-SOUTHWEST FROM A
 AB3753'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3753'STAMPED---016-229 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1
 AB3753'METERS BELOW THE SURFACE.
 AB3753'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-229
 AB3753'1982 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3753'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 38.86 METERS
 AB3753'(127.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE
 AB3753'OF THE INTERSTATE, 8.53 METERS (28 FT) SOUTH-SOUTHWEST FROM THE RIGHT
 AB3753'OF WAY FENCE, 45.72 METERS (150 FT) SOUTHEAST FROM THE CENTER BRACE
 AB3753'POST ON THE FENCE LINE, AND 0.85 METER (2.8 FT) SOUTH-SOUTHWEST FROM A
 AB3753'WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3753'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-229 1982
 AB3753'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3753'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 9.45 METERS
 AB3753'(31 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE EAST BOUND LANE OF
 AB3753'THE INTERSTATE, 9.72 METERS (31.9 FT) WEST FROM MILE POST NUMBER 224,
 AB3753'17.07 METERS (56 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF THE
 AB3753'EAST BOUND LANE BRIDGE, 25.24 METERS (82.8 FT) SOUTHEAST FROM THE END
 AB3753'OF A GUARD RAIL TO THE SOUTH SIDE OF THE INTERSTATE, AND 0.85 METER
 AB3753'(2.8 FT) NORTH-NORTHEAST FROM A WITNESS POST. TO REACH AZIMUTH MARK
 AB3753'FROM THE STATION PROCEED SOUTHEAST ALONG INTERSTATE HIGHWAY 16 FOR 0.7
 AB3753'KM (0.45 MI) TO THE AZIMUTH MARK ON THE RIGHT NEAR A MILE POST SIGN.
 AB3753'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-229 1982 AZ
 AB3753'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METER BELOW THE
 AB3753'SURFACE.
 AB3753'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3753'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3753'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3754 ***********************************************************************
 AB3754  DESIGNATION -  BV 016 229 AZ MK
 AB3754  PID         -  AB3754
 AB3754  STATE/COUNTY-  GA/BULLOCH
 AB3754  USGS QUAD   -  DENMARK (1978)
 AB3754
 AB3754                         *CURRENT SURVEY CONTROL
 AB3754  ___________________________________________________________________
 AB3754* NAD 83(1994)-  32 16 17.12474(N)    081 44 56.87580(W)     ADJUSTED  
 AB3754* NAVD 88     -        54.6    (meters)     179.     (feet)  VERTCON   
 AB3754  ___________________________________________________________________
 AB3754  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AB3754  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AB3754
 AB3754  HORZ ORDER  -  SECOND
 AB3754
 AB3754.The horizontal coordinates were established by classical geodetic methods
 AB3754.and adjusted by the National Geodetic Survey in September 1997..
 AB3754
 AB3754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3754
 AB3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3754
 AB3754.The geoid height was determined by GEOID03.
 AB3754
 AB3754;                    North         East     Units Scale Factor Converg.
 AB3754;SPC GA E     -   251,888.312   239,333.694   MT  0.99991907   +0 13 22.6
 AB3754;SPC GA E     -   826,403.57    785,213.96   sFT  0.99991907   +0 13 22.6
 AB3754;UTM  17      - 3,570,767.859   429,448.835   MT  0.99966138   -0 24 00.0
 AB3754
 AB3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3754!SPC GA E     -   0.99999615  x   0.99991907  =   0.99991522
 AB3754!UTM  17      -   0.99999615  x   0.99966138  =   0.99965753
 AB3754
 AB3754                          SUPERSEDED SURVEY CONTROL
 AB3754
 AB3754  NAD 83(1986)-  32 16 17.12290(N)    081 44 56.88149(W) AD(       ) 2
 AB3754  NGVD 29 (05/08/96)   54.8    (m)          180.     (f) VERT ANG       
 AB3754
 AB3754.Superseded values are not recommended for survey control.
 AB3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3754.See file dsdata.txt to determine how the superseded data were derived.
 AB3754
 AB3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2944970768(NAD 83)
 AB3754_MARKER: DD = SURVEY DISK
 AB3754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3754
 AB3754  HISTORY     - Date     Condition        Report By
 AB3754  HISTORY     - 1982     MONUMENTED       GADT
 AB3754
 AB3754                          STATION DESCRIPTION
 AB3754
 AB3754'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3754'THE STATION IS LOCATED ABOUT 23.35 KM (14.5 MI) EAST-SOUTHEAST OF
 AB3754'PULASKI, 19.8 KM (12.3 MI) SOUTH OF STATESBORO, AND 15.2 KM (9.45 MI)
 AB3754'SOUTHWEST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3754'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3754'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3754'INTERSTATE HIGHWAY 16 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF DIRT
 AB3754'COUNTY ROAD 555 (SKATE R. BOWL ROAD OVERHEAD BRIDGE) CROSSING.
 AB3754'CONTINUE GOING SOUTHEAST ALONG INTERSTATE HIGHWAY 16 FOR 6.2 KM (3.85
 AB3754'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91844 (NEVILS GROVELAND ROAD
 AB3754'OVERHEAD BRIDGE) CROSSING.  CONTINUE GOING SOUTHEAST ALONG INTERSTATE
 AB3754'HIGHWAY 16 FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT NEAR A MILE
 AB3754'POST SIGN.
 AB3754'THE STATION IS A STANDARD GADT DISK STAMPED---016-229 1982 AZ MK---,
 AB3754'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3754'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 9.45 METERS (31 FT)
 AB3754'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE EAST BOUND LANE OF THE
 AB3754'INTERSTATE, 9.72 METERS (31.9 FT) WEST FROM MILE POST NUMBER 224,
 AB3754'17.07 METERS (56 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF THE
 AB3754'EAST BOUND LANE BRIDGE, 25.24 METERS (82.8 FT) SOUTHEAST FROM THE END
 AB3754'OF THE GUARD RAIL TO THE SOUTH SIDE OF THE INTERSTATE, AND 0.85 METER
 AB3754'(2.8 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3754'A STANDARD GADT DISK STAMPED---016-229 1982 AZ MK---, SET INTO AN
 AB3754'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3754'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3754'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3754'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3755 ***********************************************************************
 AB3755  DESIGNATION -  BV 016 229 RM 1
 AB3755  PID         -  AB3755
 AB3755  STATE/COUNTY-  GA/BULLOCH
 AB3755  USGS QUAD   -  NEVILS (1978)
 AB3755
 AB3755                         *CURRENT SURVEY CONTROL
 AB3755  ___________________________________________________________________
 AB3755* NAD 83(1994)-  32 16 30.62567(N)    081 45 17.33642(W)     ADJUSTED  
 AB3755* NAVD 88     -        59.81   (+/-2cm)     196.2    (feet)  VERTCON   
 AB3755  ___________________________________________________________________
 AB3755  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3755  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AB3755
 AB3755  HORZ ORDER  -  SECOND
 AB3755  VERT ORDER  -  THIRD (See Below)
 AB3755
 AB3755.The horizontal coordinates were established by classical geodetic methods
 AB3755.and adjusted by the National Geodetic Survey in September 1997..
 AB3755
 AB3755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3755.The vertical order pertains to the NGVD 29 superseded value.
 AB3755
 AB3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3755
 AB3755.The geoid height was determined by GEOID03.
 AB3755
 AB3755;                    North         East     Units Scale Factor Converg.
 AB3755;SPC GA E     -   252,302.078   238,796.681   MT  0.99991856   +0 13 11.7
 AB3755;SPC GA E     -   827,761.07    783,452.11   sFT  0.99991856   +0 13 11.7
 AB3755;UTM  17      - 3,571,187.332   428,916.489   MT  0.99966231   -0 24 11.1
 AB3755
 AB3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3755!SPC GA E     -   0.99999532  x   0.99991856  =   0.99991388
 AB3755!UTM  17      -   0.99999532  x   0.99966231  =   0.99965763
 AB3755
 AB3755                          SUPERSEDED SURVEY CONTROL
 AB3755
 AB3755  NAD 83(1986)-  32 16 30.62412(N)    081 45 17.34185(W) AD(       ) 2
 AB3755  NGVD 29 (05/08/96)   60.03   (m)          196.9    (f) LEVELING    3  
 AB3755
 AB3755.Superseded values are not recommended for survey control.
 AB3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3755.See file dsdata.txt to determine how the superseded data were derived.
 AB3755
 AB3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2891671187(NAD 83)
 AB3755_MARKER: DD = SURVEY DISK
 AB3755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3755
 AB3755  HISTORY     - Date     Condition        Report By
 AB3755  HISTORY     - 1982     MONUMENTED       GADT
 AB3755
 AB3755                          STATION DESCRIPTION
 AB3755
 AB3755'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3755'THE STATION IS LOCATED ABOUT 22.7 KM (14.1 MI) EAST-SOUTHEAST OF
 AB3755'PULASKI, 19.3 KM (12 MI) SOUTH OF STATESBORO, AND 15 KM (9.3 MI)
 AB3755'SOUTHWEST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3755'HIGHWAY 25 AND STATE ROUTE 73) AND INTERSTATE HIGHWAY 16 LOCATED ABOUT
 AB3755'17.7 KM (11 MI) SOUTH-SOUTHWEST OF STATESBORO, GO SOUTHEAST ALONG
 AB3755'INTERSTATE HIGHWAY 16 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF DIRT
 AB3755'COUNTY ROAD 555 (SKATE R. BOWL ROAD OVERHEAD BRIDGE) CROSSING.
 AB3755'CONTINUE GOING SOUTHEAST ALONG INTERSTATE HIGHWAY 16 FOR 6.2 KM (3.85
 AB3755'MI) TO THE JUNCTION OF COUNTY PAVED ROAD 91844 (NEVILS GROVELAND ROAD
 AB3755'OVERHEAD BRIDGE) CROSSING.  CONTINUE GOING SOUTHEAST ALONG INTERSTATE
 AB3755'HIGHWAY 16 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT AT THE
 AB3755'FENCELINE.
 AB3755'THE STATION IS A STANDARD GADT DISK STAMPED---016-229 1982 RM 1---,
 AB3755'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3755'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 38.86 METERS (127.5
 AB3755'FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE WEST BOUND LANE OF THE
 AB3755'INTERSTATE, 8.53 METERS (28 FT) SOUTH-SOUTHWEST FROM THE RIGHT OF WAY
 AB3755'FENCE, 45.72 METERS (150 FT) SOUTHEAST FROM THE CENTER BRACE POST ON
 AB3755'THE FENCELINE, AND 0.85 METER (2.8 FT) SOUTH-SOUTHWEST FROM A WITNESS
 AB3755'POST.
 AB3755'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3755'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3755'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6480 ***********************************************************************
 CK6480  DESIGNATION -  BV 016 23
 CK6480  PID         -  CK6480
 CK6480  STATE/COUNTY-  GA/BULLOCH
 CK6480  USGS QUAD   -  STATESBORO (1993)
 CK6480
 CK6480                         *CURRENT SURVEY CONTROL
 CK6480  ___________________________________________________________________
 CK6480* NAD 83(1994)-  32 23 46.04458(N)    081 47 15.57859(W)     ADJUSTED  
 CK6480* NAVD 88     -        61.0    (meters)     200.     (feet)  VERT ANG  
 CK6480  ___________________________________________________________________
 CK6480  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 CK6480  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CK6480
 CK6480  HORZ ORDER  -  THIRD
 CK6480
 CK6480.The horizontal coordinates were established by classical geodetic methods
 CK6480.and adjusted by the National Geodetic Survey in September 1997..
 CK6480
 CK6480.The orthometric height was determined by vertical angle observations.
 CK6480
 CK6480.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6480
 CK6480.The geoid height was determined by GEOID03.
 CK6480
 CK6480;                    North         East     Units Scale Factor Converg.
 CK6480;SPC GA E     -   265,701.899   235,655.180   MT  0.99991567   +0 12 11.0
 CK6480;SPC GA E     -   871,723.65    773,145.37   sFT  0.99991567   +0 12 11.0
 CK6480;UTM  17      - 3,584,617.186   425,921.873   MT  0.99966767   -0 25 19.3
 CK6480
 CK6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6480!SPC GA E     -   0.99999512  x   0.99991567  =   0.99991079
 CK6480!UTM  17      -   0.99999512  x   0.99966767  =   0.99966279
 CK6480
 CK6480:                Primary Azimuth Mark                     Grid Az
 CK6480:SPC GA E     -  DELTA 108B                               288 18 40.2
 CK6480:UTM  17      -  DELTA 108B                               288 56 10.5
 CK6480
 CK6480|---------------------------------------------------------------------|
 CK6480| PID    Reference Object                     Distance      Geod. Az  |
 CK6480|                                                           dddmmss.s |
 CK6480| CK6516 DELTA 108B                          473.138 METERS 2883051.2 |
 CK6480|---------------------------------------------------------------------|
 CK6480
 CK6480                          SUPERSEDED SURVEY CONTROL
 CK6480
 CK6480  NAD 83(1986)-  32 23 46.04095(N)    081 47 15.58092(W) AD(       ) 3
 CK6480
 CK6480.Superseded values are not recommended for survey control.
 CK6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6480.See file dsdata.txt to determine how the superseded data were derived.
 CK6480
 CK6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2592284617(NAD 83)
 CK6480_MARKER: DD = SURVEY DISK
 CK6480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6480+STABILITY: SURFACE MOTION
 CK6480
 CK6480  HISTORY     - Date     Condition        Report By
 CK6480  HISTORY     - 1978     MONUMENTED       GADT
 CK6480
 CK6480                          STATION DESCRIPTION
 CK6480
 CK6480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6480'THE STATION IS ABOUT 3.6 KM (5.8 MI) SOUTH OF STATESBORO, 10.1 KM
 CK6480'16.26 KM (10.1 MI) EAST FROM PULASKI, AND 12.07 KM (7.5 MI)
 CK6480'WEST FROM BROOKLET.
 CK6480'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6480'
 CK6480'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN
 CK6480'STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 6.9 KM
 CK6480'(4.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 233.  GO EAST ALONG
 CK6480'COUNTY ROAD 233 FOR 3.15 KM (1.95 MI) TO THE STATION ON THE RIGHT.
 CK6480'
 CK6480'THE STATION IS A STANDARD GADT DISK
 CK6480'STAMPED---016-23---,
 CK6480'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6480'FLUSH WITH GROUND.  IT IS LOCATED
 CK6480'11.09 METERS (36.4 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 CK6480'7.74 METERS (25.4 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 CK6480'A PUMP HOUSE,
 CK6480'1.82 METERS (6 FT) EAST FROM A POWER POLE,
 CK6480'27.12 METERS (89 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF
 CK6480'THE CENTERLINES OF A DIRT ROAD TO THE SOUTH AND COUNTY ROAD 233,
 CK6480'AND
 CK6480'0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 CK6480'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6480'STAMPED---016-23---,
 CK6480'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6480'
 CK6480'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6480'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6480'
 CK6480'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3756 ***********************************************************************
 AB3756  DESIGNATION -  BV 016 230
 AB3756  PID         -  AB3756
 AB3756  STATE/COUNTY-  GA/BULLOCH
 AB3756  USGS QUAD   -  DENMARK (1978)
 AB3756
 AB3756                         *CURRENT SURVEY CONTROL
 AB3756  ___________________________________________________________________
 AB3756* NAD 83(1994)-  32 15 46.77997(N)    081 43 05.61934(W)     ADJUSTED  
 AB3756* NAVD 88     -        40.2    (meters)     132.     (feet)  VERTCON   
 AB3756  ___________________________________________________________________
 AB3756  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AB3756  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AB3756
 AB3756  HORZ ORDER  -  SECOND
 AB3756
 AB3756.The horizontal coordinates were established by classical geodetic methods
 AB3756.and adjusted by the National Geodetic Survey in September 1997..
 AB3756
 AB3756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3756
 AB3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3756
 AB3756.The geoid height was determined by GEOID03.
 AB3756
 AB3756;                    North         East     Units Scale Factor Converg.
 AB3756;SPC GA E     -   250,965.425   242,248.979   MT  0.99992200   +0 14 21.8
 AB3756;SPC GA E     -   823,375.73    794,778.53   sFT  0.99992200   +0 14 21.8
 AB3756;UTM  17      - 3,569,813.584   432,353.155   MT  0.99965643   -0 23 00.3
 AB3756
 AB3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3756!SPC GA E     -   0.99999841  x   0.99992200  =   0.99992041
 AB3756!UTM  17      -   0.99999841  x   0.99965643  =   0.99965484
 AB3756
 AB3756                          SUPERSEDED SURVEY CONTROL
 AB3756
 AB3756  NAD 83(1986)-  32 15 46.77626(N)    081 43 05.62713(W) AD(       ) 2
 AB3756  NGVD 29 (05/08/96)   40.5    (m)          133.     (f) VERT ANG       
 AB3756
 AB3756.Superseded values are not recommended for survey control.
 AB3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3756.See file dsdata.txt to determine how the superseded data were derived.
 AB3756
 AB3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3235369814(NAD 83)
 AB3756_MARKER: DD = SURVEY DISK
 AB3756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3756
 AB3756  HISTORY     - Date     Condition        Report By
 AB3756  HISTORY     - 1982     MONUMENTED       GADT
 AB3756  HISTORY     - 1982     GOOD             GADT
 AB3756  HISTORY     - 20020904 GOOD             GADT
 AB3756
 AB3756                          STATION DESCRIPTION
 AB3756
 AB3756'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3756'THE STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) SOUTH-SOUTHWEST OF
 AB3756'BROOKLET, 21.4 KM (13.3 MI) SOUTH-SOUTHEAST OF STATESBORO, AND 26.75
 AB3756'KM (16.6 MI) EAST-SOUTHEAST OF PULASKI. OWNERSHIP--STATE OF GEORGIA
 AB3756'RIGHT OF WAY.
 AB3756'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3756'STATE ROUTE 67 LOCATED ABOUT 3.85 KM (2.4 MI) SOUTH OF DENMARK, GO
 AB3756'NORTH ALONG STATE ROUTE 67 FOR 1 KM (0.6 MI) TO THE STATION ON THE
 AB3756'LEFT.
 AB3756'THE STATION IS A STANDARD GADT DISK STAMPED---016 230 1982---, SET
 AB3756'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3756'2.5 CM BELOW THE GROUND.  IT IS LOCATED 15.54 METERS (51 FT)
 AB3756'SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 67, 17.07 METERS
 AB3756'(56 FT) EAST-SOUTHEAST FROM THE CORNER FENCE POST OF A NORTH TO SOUTH
 AB3756'FENCELINE, 11.98 METERS (39.3 FT) EAST-NORTHEAST FROM A POWER POLE,
 AB3756'33.22 METERS (109.0 FT) SOUTHWEST FROM A 15 INCH PINE TREE ON THE
 AB3756'NORTH SIDE OF THE ROAD, AND 0.76 METER (2.5 FT) NORTH-NORTHEAST FROM A
 AB3756'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3756'STAMPED---016-230 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.4
 AB3756'METERS BELOW THE SURFACE.
 AB3756'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-230 1982
 AB3756'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 AB3756'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 11.73 METERS
 AB3756'(38.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 67, 7.32
 AB3756'METERS (24 FT) NORTH-NORTHWEST FROM THE CORNER FENCE POST OF THE FENCE
 AB3756'LINE, 21.64 METERS (71 FT) NORTH-NORTHWEST FROM THE POWER POLE, AND
 AB3756'0.91 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST. MARK IS BELOW
 AB3756'STATION 0.6 METERS.
 AB3756'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-230 1982
 AB3756'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3756'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 8.69 METERS (28.5 FT)
 AB3756'WEST-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 67, 7.01 METERS (23
 AB3756'FT) NORTHWEST FROM THE CENTER OF A CONCRETE DRAIN NEAR THE BRIDGE,
 AB3756'41.3 METERS (135.5 FT) SOUTH-SOUTHEAST FROM THE END GUARD RAIL POST TO
 AB3756'THE SOUTH SIDE OF THE ROAD, AND 0.98 METER (3.2 FT) EAST-NORTHEAST
 AB3756'FROM A WITNESS POST. TO REACH AZIMUTH MARK FROM THE STATION PROCEED
 AB3756'SOUTH ALONG STATE ROUTE 67 FOR 1 KM (0.6 MI) TO THE AZIMUTH MARK ON
 AB3756'THE RIGHT AT THE NORTHWEST END OF STATE ROUTE 67 BRIDGE OVER
 AB3756'INTERSTATE HIGHWAY 16. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3756'STAMPED---016-230 1982 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3756'0.91 METER BELOW THE SURFACE.
 AB3756'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE COUNTY
 AB3756'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3756'DESCRIBED BY G.D. JOHNSON.
 AB3756
 AB3756                          STATION RECOVERY (1982)
 AB3756
 AB3756'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3756'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 ON PROJECT
 AB3756'G16953, VICINITY OF SAVANNAH-JESUP.
 AB3756
 AB3756                          STATION RECOVERY (2002)
 AB3756
 AB3756'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 AB3756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3757 ***********************************************************************
 AB3757  DESIGNATION -  BV 016 230 AZ MK
 AB3757  PID         -  AB3757
 AB3757  STATE/COUNTY-  GA/BULLOCH
 AB3757  USGS QUAD   -  DENMARK (1978)
 AB3757
 AB3757                         *CURRENT SURVEY CONTROL
 AB3757  ___________________________________________________________________
 AB3757* NAD 83(1994)-  32 15 23.81819(N)    081 42 47.23491(W)     ADJUSTED  
 AB3757* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 AB3757  ___________________________________________________________________
 AB3757  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AB3757  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AB3757
 AB3757  HORZ ORDER  -  SECOND
 AB3757
 AB3757.The horizontal coordinates were established by classical geodetic methods
 AB3757.and adjusted by the National Geodetic Survey in September 1997..
 AB3757
 AB3757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3757
 AB3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3757
 AB3757.The geoid height was determined by GEOID03.
 AB3757
 AB3757;                    North         East     Units Scale Factor Converg.
 AB3757;SPC GA E     -   250,260.212   242,733.099   MT  0.99992251   +0 14 31.4
 AB3757;SPC GA E     -   821,062.05    796,366.84   sFT  0.99992251   +0 14 31.4
 AB3757;UTM  17      - 3,569,103.341   432,829.455   MT  0.99965564   -0 22 50.2
 AB3757
 AB3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3757!SPC GA E     -   0.99999754  x   0.99992251  =   0.99992005
 AB3757!UTM  17      -   0.99999754  x   0.99965564  =   0.99965318
 AB3757
 AB3757:                Primary Azimuth Mark                     Grid Az
 AB3757:SPC GA E     -  BV 016 230                               325 31 51.2
 AB3757:UTM  17      -  BV 016 230                               326 09 12.8
 AB3757
 AB3757|---------------------------------------------------------------------|
 AB3757| PID    Reference Object                     Distance      Geod. Az  |
 AB3757|                                                           dddmmss.s |
 AB3757| AB3756 BV 016 230                          APPROX. 0.9 KM 3254622.6 |
 AB3757|---------------------------------------------------------------------|
 AB3757
 AB3757                          SUPERSEDED SURVEY CONTROL
 AB3757
 AB3757  NAD 83(1986)-  32 15 23.81439(N)    081 42 47.24334(W) AD(       ) 2
 AB3757  NGVD 29 (05/08/96)   46.0    (m)          151.     (f) VERT ANG       
 AB3757
 AB3757.Superseded values are not recommended for survey control.
 AB3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3757.See file dsdata.txt to determine how the superseded data were derived.
 AB3757
 AB3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3282969103(NAD 83)
 AB3757_MARKER: DD = SURVEY DISK
 AB3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3757
 AB3757  HISTORY     - Date     Condition        Report By
 AB3757  HISTORY     - 1982     MONUMENTED       GADT
 AB3757  HISTORY     - 1982     GOOD             GADT
 AB3757  HISTORY     - 20020904 GOOD             GADT
 AB3757
 AB3757                          STATION DESCRIPTION
 AB3757
 AB3757'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3757'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH-SOUTHWEST OF
 AB3757'BROOKLET, 22.6 KM (14.05 MI) SOUTH-SOUTHEAST OF STATESBORO, AND 27,8
 AB3757'KM (17.25 MI) EAST-SOUTHEAST OF PULASKI. OWNERSHIP--STATE OF GEORGIA
 AB3757'RIGHT OF WAY.
 AB3757'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3757'STATE ROUTE 67 LOCATED ABOUT 3.85 KM (2.4 MI) SOUTH OF DENMARK, GO TO
 AB3757'THE NORTH END OF THE BRIDGE OVER INTERSTATE HIGHWAY 16 AND THE STATION
 AB3757'ON THE WEST SIDE OF THE ROAD.
 AB3757'THE STATION IS A STANDARD GADT DISK STAMPED---016-230 1982 AZ MK---,
 AB3757'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3757'FLUSH WITH GROUND.  IT IS LOCATED 8.69 METERS (28.5 FT) WEST-SOUTHWEST
 AB3757'FROM THE CENTERLINE OF STATE ROUTE 67, 7.01 METERS (23 FT) NORTHWEST
 AB3757'FROM THE CENTER OF A CONCRETE DRAIN NEAR THE BRIDGE NORTHWEST END,
 AB3757'41.30 METERS (135.5 FT) SOUTH-SOUTHEAST FROM THE END OF THE GUARD RAIL
 AB3757'ON THE NORTHWEST END OF THE BRIDGE, AND 0.98 METER (3.2 FT)
 AB3757'EAST-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3757'GADT DISK STAMPED---016-230 1982 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3757'OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB3757'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3757'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3757'DESCRIBED BY G.D. JOHNSON.
 AB3757
 AB3757                          STATION RECOVERY (1982)
 AB3757
 AB3757'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3757'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 ON PROJECT
 AB3757'G16953, VICINITY OF SAVANNAH-JESUP.
 AB3757
 AB3757                          STATION RECOVERY (2002)
 AB3757
 AB3757'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 AB3757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3758 ***********************************************************************
 AB3758  DESIGNATION -  BV 016 230 RM 1
 AB3758  PID         -  AB3758
 AB3758  STATE/COUNTY-  GA/BULLOCH
 AB3758  USGS QUAD   -  DENMARK (1978)
 AB3758
 AB3758                         *CURRENT SURVEY CONTROL
 AB3758  ___________________________________________________________________
 AB3758* NAD 83(1994)-  32 15 47.44688(N)    081 43 05.76369(W)     ADJUSTED  
 AB3758* NAVD 88     -        39.52   (+/-2cm)     129.7    (feet)  VERTCON   
 AB3758  ___________________________________________________________________
 AB3758  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AB3758  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AB3758
 AB3758  HORZ ORDER  -  SECOND
 AB3758  VERT ORDER  -  THIRD (See Below)
 AB3758
 AB3758.The horizontal coordinates were established by classical geodetic methods
 AB3758.and adjusted by the National Geodetic Survey in September 1997..
 AB3758
 AB3758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3758.The vertical order pertains to the NGVD 29 superseded value.
 AB3758
 AB3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3758
 AB3758.The geoid height was determined by GEOID03.
 AB3758
 AB3758;                    North         East     Units Scale Factor Converg.
 AB3758;SPC GA E     -   250,985.950   242,245.116   MT  0.99992200   +0 14 21.7
 AB3758;SPC GA E     -   823,443.07    794,765.85   sFT  0.99992200   +0 14 21.7
 AB3758;UTM  17      - 3,569,834.145   432,349.515   MT  0.99965644   -0 23 00.4
 AB3758
 AB3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3758!SPC GA E     -   0.99999852  x   0.99992200  =   0.99992052
 AB3758!UTM  17      -   0.99999852  x   0.99965644  =   0.99965496
 AB3758
 AB3758                          SUPERSEDED SURVEY CONTROL
 AB3758
 AB3758  NAD 83(1986)-  32 15 47.44318(N)    081 43 05.77147(W) AD(       ) 2
 AB3758  NGVD 29 (05/08/96)   39.74   (m)          130.4    (f) LEVELING    3  
 AB3758
 AB3758.Superseded values are not recommended for survey control.
 AB3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3758.See file dsdata.txt to determine how the superseded data were derived.
 AB3758
 AB3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3235069834(NAD 83)
 AB3758_MARKER: DD = SURVEY DISK
 AB3758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3758
 AB3758  HISTORY     - Date     Condition        Report By
 AB3758  HISTORY     - 1982     MONUMENTED       GADT
 AB3758
 AB3758                          STATION DESCRIPTION
 AB3758
 AB3758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3758'THE STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) SOUTH-SOUTHWEST OF
 AB3758'BROOKLET, 21.4 KM (13.3 MI) SOUTH-SOUTHEAST OF STATESBORO, AND 26.75
 AB3758'KM (16.6 MI) EAST-SOUTHEAST OF PULASKI. OWNERSHIP--STATE OF GEORGIA
 AB3758'RUGHT OF WAY.
 AB3758'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 AB3758'STATE ROUTE 67 LOCATED ABOUT 3.85 KM (2.4 MI) SOUTH OF DENMARK, GO
 AB3758'NORTH ALONG STATE ROUTE 67 FOR 1 KM (0.6 MI) TO THE STATION ON THE
 AB3758'LEFT.
 AB3758'THE STATION IS A STANDARD GADT DISK STAMPED---016-230 1982 RM 1---,
 AB3758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 AB3758'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 11.73 METERS (38.5
 AB3758'FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 67, 7.32 METERS
 AB3758'(24 FT) NORTH-NORTHWEST FROM THE CORNER FENCE POST OF THE FENCE LINE,
 AB3758'21.64 METERS (71 FT) NORTH-NORTHWEST FROM A POWER POLE AND 0.91 METER
 AB3758'(3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 AB3758'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3758'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3758'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3759 ***********************************************************************
 AB3759  DESIGNATION -  BV 016 231
 AB3759  PID         -  AB3759
 AB3759  STATE/COUNTY-  GA/BULLOCH
 AB3759  USGS QUAD   -  NEVILS (1978)
 AB3759
 AB3759                         *CURRENT SURVEY CONTROL
 AB3759  ___________________________________________________________________
 AB3759* NAD 83(1994)-  32 19 24.47278(N)    081 46 31.61723(W)     ADJUSTED  
 AB3759* NAVD 88     -        59.0    (meters)     194.     (feet)  VERTCON   
 AB3759  ___________________________________________________________________
 AB3759  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AB3759  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AB3759
 AB3759  HORZ ORDER  -  SECOND
 AB3759
 AB3759.The horizontal coordinates were established by classical geodetic methods
 AB3759.and adjusted by the National Geodetic Survey in September 1997..
 AB3759
 AB3759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3759
 AB3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3759
 AB3759.The geoid height was determined by GEOID03.
 AB3759
 AB3759;                    North         East     Units Scale Factor Converg.
 AB3759;SPC GA E     -   257,649.396   236,833.434   MT  0.99991672   +0 12 33.1
 AB3759;SPC GA E     -   845,304.73    777,011.02   sFT  0.99991672   +0 12 33.1
 AB3759;UTM  17      - 3,576,554.332   427,012.023   MT  0.99966569   -0 24 52.7
 AB3759
 AB3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3759!SPC GA E     -   0.99999545  x   0.99991672  =   0.99991217
 AB3759!UTM  17      -   0.99999545  x   0.99966569  =   0.99966114
 AB3759
 AB3759                          SUPERSEDED SURVEY CONTROL
 AB3759
 AB3759  NAD 83(1986)-  32 19 24.47198(N)    081 46 31.62048(W) AD(       ) 2
 AB3759  NGVD 29 (05/08/96)   59.2    (m)          194.     (f) VERT ANG       
 AB3759
 AB3759.Superseded values are not recommended for survey control.
 AB3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3759.See file dsdata.txt to determine how the superseded data were derived.
 AB3759
 AB3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2701276554(NAD 83)
 AB3759_MARKER: DD = SURVEY DISK
 AB3759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3759
 AB3759  HISTORY     - Date     Condition        Report By
 AB3759  HISTORY     - 1982     MONUMENTED       GADT
 AB3759
 AB3759                          STATION DESCRIPTION
 AB3759
 AB3759'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3759'THE STATION IS LOCATED ABOUT 12.55 KM (7.8 MI) WEST-SOUTHWEST OF
 AB3759'BROOKLET, 13.95 KM (8.65 MI) SOUTH OF STATESBORO, AND 18.7 KM (11.6
 AB3759'MI) EAST-SOUTHEAST OF PULASKI. OWNERSHIP--TOMMY HARDVILLE, ROUTE 6,
 AB3759'BOX 331A, STATESBORO, GA, 30458, TELEPHONE 912 839 3555.
 AB3759'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3759'ROUTE 46 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO WEST ALONG STATE
 AB3759'ROUTE 46 FOR 4.05 KM (2.5 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 253
 AB3759'TO THE RIGHT AND COUNTY PAVED ROAD 91844 TO THE LEFT.  CONTINUE GOING
 AB3759'WEST ALONG STATE ROUTE 46 FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 AB3759'COUNTY PAVED ROAD 91844 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG
 AB3759'COUNTY ROAD 91844 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF COUNTY DIRT
 AB3759'ROAD 252 CROSSING.  CONTINUE NORTH ALONG COUNTY ROAD 91844 FOR 0.1 KM
 AB3759'(0.05 MI) TO THE STATION ON THE RIGHT.
 AB3759'THE STATION IS A STANDARD GADT DISK STAMPED---016-231 1982---, SET
 AB3759'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3759'5.1 CM BELOW THE GROUND.  IT IS LOCATED 19.35 METERS (63.5 FT)
 AB3759'EAST-SOUTHEAST FROM THE CENTERLINE OF COUNTY PAVED ROAD 91844, 11.37
 AB3759'METERS (37.3 FT) SOUTH-SOUTHWEST FROM AN 8 INCH CEDAR TREE, 38.1
 AB3759'METERS (125 FT) NORTH-NORTHEAST FROM A POWER POLE, 2.41 METERS (7.9
 AB3759'FT) WEST FROM ANOTHER POWER POLE, AND 1.83 METERS (6 FT)
 AB3759'WEST-NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3759'GADT DISK STAMPED---016-231 1982---, SET INTO AN IRREGULAR MASS OF
 AB3759'CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3759'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-231 1982
 AB3759'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 AB3759'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.41 METERS
 AB3759'(44 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 91844, 13.96 METERS
 AB3759'(45.8 FT) NORTH-NORTHEAST FROM THE 8 INCH CEDAR TREE, 13.26 METERS
 AB3759'(43.5 FT) SOUTHWEST FROM A POWER POLE, AND 2.71 METERS (8.9 FT) WEST
 AB3759'FROM A WITNESS POST. MARK IS BELOW STATION 0.75 METERS.
 AB3759'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-231 1982
 AB3759'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3759'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.56 METERS
 AB3759'(44.5 FT) WEST FROM THE CENTERLINE OF THE ROAD, 1.28 METERS (4.2 FT)
 AB3759'EAST-SOUTHEAST FROM A POWER POLE, AND 1.16 METERS (3.8 FT)
 AB3759'EAST-SOUTHEAST FROM A WITNESS POST. TO REACH AZIMUTH MARK FROM THE
 AB3759'STATION PROCEED NORTH ALONG COUNTY PAVED ROAD 91844 FOR 0.8 KM (0.5
 AB3759'MI) TO THE AZIMUTH MARK ON THE LEFT. THE UNDERGROUND STATION IS A
 AB3759'STANDARD GADT DISK STAMPED---016-231 1982 AZ MK---, SET IN AN
 AB3759'IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 AB3759'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3759'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3759'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3760 ***********************************************************************
 AB3760  DESIGNATION -  BV 016 231 AZ MK
 AB3760  PID         -  AB3760
 AB3760  STATE/COUNTY-  GA/BULLOCH
 AB3760  USGS QUAD   -  NEVILS (1978)
 AB3760
 AB3760                         *CURRENT SURVEY CONTROL
 AB3760  ___________________________________________________________________
 AB3760* NAD 83(1994)-  32 19 50.31539(N)    081 46 29.58217(W)     ADJUSTED  
 AB3760* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 AB3760  ___________________________________________________________________
 AB3760  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AB3760  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AB3760
 AB3760  HORZ ORDER  -  SECOND
 AB3760
 AB3760.The horizontal coordinates were established by classical geodetic methods
 AB3760.and adjusted by the National Geodetic Survey in September 1997..
 AB3760
 AB3760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3760
 AB3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3760
 AB3760.The geoid height was determined by GEOID03.
 AB3760
 AB3760;                    North         East     Units Scale Factor Converg.
 AB3760;SPC GA E     -   258,445.561   236,883.747   MT  0.99991677   +0 12 34.3
 AB3760;SPC GA E     -   847,916.81    777,176.09   sFT  0.99991677   +0 12 34.3
 AB3760;UTM  17      - 3,577,349.703   427,070.987   MT  0.99966559   -0 24 51.9
 AB3760
 AB3760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3760!SPC GA E     -   0.99999523  x   0.99991677  =   0.99991200
 AB3760!UTM  17      -   0.99999523  x   0.99966559  =   0.99966083
 AB3760
 AB3760                          SUPERSEDED SURVEY CONTROL
 AB3760
 AB3760  NAD 83(1986)-  32 19 50.31457(N)    081 46 29.58488(W) AD(       ) 2
 AB3760  NGVD 29 (05/08/96)   60.6    (m)          199.     (f) VERT ANG       
 AB3760
 AB3760.Superseded values are not recommended for survey control.
 AB3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3760.See file dsdata.txt to determine how the superseded data were derived.
 AB3760
 AB3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2707177350(NAD 83)
 AB3760_MARKER: DD = SURVEY DISK
 AB3760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3760
 AB3760  HISTORY     - Date     Condition        Report By
 AB3760  HISTORY     - 1982     MONUMENTED       GADT
 AB3760
 AB3760                          STATION DESCRIPTION
 AB3760
 AB3760'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3760'THE STATION IS LOCATED ABOUT 13.05 KM (8.1 MI) SOUTH OF STATESBORO,
 AB3760'12.25 KM (7.6 MI) SOUTH OF BROOKLET, AND 18.35 KM (11.4 MI)
 AB3760'EAST-SOUTHEAST OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3760'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3760'ROUTE 46 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO WEST ALONG STATE
 AB3760'ROUTE 46 FOR 4.05 KM (2.5 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 253
 AB3760'TO THE RIGHT AND COUNTY PAVED ROAD 91844 TO THE LEFT.  CONTINUE GOING
 AB3760'WEST ALONG STATE ROUTE 46 FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 AB3760'COUNTY PAVED ROAD 91844 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG
 AB3760'COUNTY ROAD 91844 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF COUNTY DIRT
 AB3760'ROAD 252 CROSSING.  CONTINUE NORTH ALONG COUNTY ROAD 91844 FOR 0.9 KM
 AB3760'(0.55 MI) TO THE STATION ON THE LEFT.
 AB3760'THE STATION IS A STANDARD GADT DISK STAMPED---016-231 1982 AZ MK---,
 AB3760'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3760'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.56 METERS (44.5
 AB3760'FT) WEST FROM THE CENTERLINE OF THE ROAD, 1.28 METERS (4.2 FT)
 AB3760'EAST-SOUTHEAST FROM A POWER POLE, AND 1.16 METERS (3.8 FT)
 AB3760'EAST-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3760'GADT DISK STAMPED---016-231 1982 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3760'OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3760'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3760'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3760'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3761 ***********************************************************************
 AB3761  DESIGNATION -  BV 016 231 RM 1
 AB3761  PID         -  AB3761
 AB3761  STATE/COUNTY-  GA/BULLOCH
 AB3761  USGS QUAD   -  NEVILS (1978)
 AB3761
 AB3761                         *CURRENT SURVEY CONTROL
 AB3761  ___________________________________________________________________
 AB3761* NAD 83(1994)-  32 19 25.28097(N)    081 46 31.55613(W)     ADJUSTED  
 AB3761* NAVD 88     -        58.59   (+/-2cm)     192.2    (feet)  VERTCON   
 AB3761  ___________________________________________________________________
 AB3761  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AB3761  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AB3761
 AB3761  HORZ ORDER  -  SECOND
 AB3761  VERT ORDER  -  THIRD (See Below)
 AB3761
 AB3761.The horizontal coordinates were established by classical geodetic methods
 AB3761.and adjusted by the National Geodetic Survey in September 1997..
 AB3761
 AB3761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3761.The vertical order pertains to the NGVD 29 superseded value.
 AB3761
 AB3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3761
 AB3761.The geoid height was determined by GEOID03.
 AB3761
 AB3761;                    North         East     Units Scale Factor Converg.
 AB3761;SPC GA E     -   257,674.295   236,834.941   MT  0.99991673   +0 12 33.1
 AB3761;SPC GA E     -   845,386.42    777,015.97   sFT  0.99991673   +0 12 33.1
 AB3761;UTM  17      - 3,576,579.207   427,013.801   MT  0.99966569   -0 24 52.7
 AB3761
 AB3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3761!SPC GA E     -   0.99999551  x   0.99991673  =   0.99991224
 AB3761!UTM  17      -   0.99999551  x   0.99966569  =   0.99966120
 AB3761
 AB3761                          SUPERSEDED SURVEY CONTROL
 AB3761
 AB3761  NAD 83(1986)-  32 19 25.28017(N)    081 46 31.55937(W) AD(       ) 2
 AB3761  NGVD 29 (05/08/96)   58.80   (m)          192.9    (f) LEVELING    3  
 AB3761
 AB3761.Superseded values are not recommended for survey control.
 AB3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3761.See file dsdata.txt to determine how the superseded data were derived.
 AB3761
 AB3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2701476579(NAD 83)
 AB3761_MARKER: DD = SURVEY DISK
 AB3761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3761
 AB3761  HISTORY     - Date     Condition        Report By
 AB3761  HISTORY     - 1982     MONUMENTED       GADT
 AB3761
 AB3761                          STATION DESCRIPTION
 AB3761
 AB3761'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3761'THE STATION IS LOCATED ABOUT 12.55 KM (7.8 MI) WEST-SOUTHWEST OF
 AB3761'BROOKLET, 13.95 KM (8.65 MI) SOUTH OF STATESBORO, AND 18.7 KM (11.6
 AB3761'MI) EAST-SOUTHEAST OF PULASKI. OWNERSHIP--TOMMY HARDVILLE, ROUTE 6,
 AB3761'BOX 331A, STATESBORO, GA, 30458, TELEPHONE 912 839 3555.
 AB3761'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3761'ROUTE 46 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO WEST ALONG STATE
 AB3761'ROUTE 46 FOR 4.05 KM (2.5 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 253
 AB3761'TO THE RIGHT AND COUNTY PAVED ROAD 91844 TO THE LEFT.  CONTINUE GOING
 AB3761'WEST ALONG STATE ROUTE 46 FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 AB3761'COUNTY PAVED ROAD 91844 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG
 AB3761'COUNTY ROAD 91844 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF COUNTY DIRT
 AB3761'ROAD 252 CROSSING.  CONTINUE NORTH ALONG COUNTY ROAD 91844 FOR 0.1 KM
 AB3761'(0.05 MI) TO THE STATION ON THE RIGHT.
 AB3761'THE STATION IS A STANDARD GADT DISK STAMPED---016-231 1982 RM 1---,
 AB3761'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 AB3761'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.41 METERS (44 FT)
 AB3761'EAST FROM THE CENTERLINE OF THEN ROAD, 13.96 METERS (45.8 FT)
 AB3761'NORTH-NORTHEAST FROM AN 8 INCH CEDAR TREE, 13.26 METERS (43.5 FT)
 AB3761'SOUTHWEST FROM A POWER POLE, AND 2.71 METERS (8.9 FT) WEST FROM A
 AB3761'WITNESS POST.
 AB3761'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3761'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3761'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3762 ***********************************************************************
 AB3762  DESIGNATION -  BV 016 232
 AB3762  PID         -  AB3762
 AB3762  STATE/COUNTY-  GA/BULLOCH
 AB3762  USGS QUAD   -  REGISTER (1978)
 AB3762
 AB3762                         *CURRENT SURVEY CONTROL
 AB3762  ___________________________________________________________________
 AB3762* NAD 83(1994)-  32 19 10.81105(N)    081 55 02.39000(W)     ADJUSTED  
 AB3762* NAVD 88     -        65.9    (meters)     216.     (feet)  VERTCON   
 AB3762  ___________________________________________________________________
 AB3762  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AB3762  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AB3762
 AB3762  HORZ ORDER  -  SECOND
 AB3762
 AB3762.The horizontal coordinates were established by classical geodetic methods
 AB3762.and adjusted by the National Geodetic Survey in September 1997..
 AB3762
 AB3762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3762
 AB3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3762
 AB3762.The geoid height was determined by GEOID03.
 AB3762
 AB3762;                    North         East     Units Scale Factor Converg.
 AB3762;SPC GA E     -   257,188.681   223,476.126   MT  0.99990679   +0 07 59.9
 AB3762;SPC GA E     -   843,793.20    733,187.92   sFT  0.99990679   +0 07 59.9
 AB3762;UTM  17      - 3,576,239.143   413,653.604   MT  0.99969194   -0 29 25.7
 AB3762
 AB3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3762!SPC GA E     -   0.99999432  x   0.99990679  =   0.99990111
 AB3762!UTM  17      -   0.99999432  x   0.99969194  =   0.99968626
 AB3762
 AB3762                          SUPERSEDED SURVEY CONTROL
 AB3762
 AB3762  NAD 83(1986)-  32 19 10.81342(N)    081 55 02.39109(W) AD(       ) 2
 AB3762  NGVD 29 (05/08/96)   66.1    (m)          217.     (f) VERT ANG       
 AB3762
 AB3762.Superseded values are not recommended for survey control.
 AB3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3762.See file dsdata.txt to determine how the superseded data were derived.
 AB3762
 AB3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1365476239(NAD 83)
 AB3762_MARKER: DD = SURVEY DISK
 AB3762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3762
 AB3762  HISTORY     - Date     Condition        Report By
 AB3762  HISTORY     - 1982     MONUMENTED       GADT
 AB3762
 AB3762                          STATION DESCRIPTION
 AB3762
 AB3762'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3762'THE STATION IS LOCATED ABOUT 8.85 KM (5.5 MI) SOUTH-SOUTHEAST OF
 AB3762'PULASKI, 16.25 KM (10.1 MI) SOUTHEAST OF METTER, AND 19.25 KM (11.95
 AB3762'MI) SOUTHWEST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3762'HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 46 LOCATED ABOUT 12.7
 AB3762'KM (7.9 MI) SOUTH-SOUTHWEST OF STATESBORO, GO WEST ALONG STATE ROUTE
 AB3762'46 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 91603
 AB3762'CROSSING IN THE REGISTER COMMUNITY. TURN LEFT AND GO SOUTH ALONG
 AB3762'COUNTY ROAD 91603 FOR 5.9 KM (3.65 MI) TO THE CENTER OF THE COUNTY
 AB3762'ROAD 91603 BRIDGE OVER INTERSTATE HIGHWAY 16.  CONTINUE SOUTH ALONG
 AB3762'COUNTY ROAD 91603 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT
 AB3762'BETWEEN THE HEDGE ROW AND THE COUNTY ROAD.
 AB3762'THE STATION IS A STANDARD GADT DISK STAMPED---016-232 1982---, SET
 AB3762'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3762'2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.87 METERS (45.5 FT) EAST
 AB3762'FROM THE CENTERLINE OF THE ROAD, 14.17 METERS (46.5 FT) NORTHEAST FROM
 AB3762'THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE
 AB3762'SOUTH, 27.74 METERS (91 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF AN
 AB3762'18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH, 25.45 METERS
 AB3762'(83.5 FT) NORTH-NORTHEAST FROM A POWER POLE, AND 0.82 METER (2.7 FT)
 AB3762'WEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3762'STAMPED---016-232 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 AB3762'METERS BELOW THE SURFACE.
 AB3762'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-232 1982
 AB3762'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 AB3762'DIAMETER RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 12.34 METERS
 AB3762'(40.5 FT) WEST FROM THE CENTERLINE OF THE ROAD, 5.64 METERS (18.5 FT)
 AB3762'NORTH FROM THE CENTERLINE OF A FIELD ROAD, 4.88 METERS (16 FT) EAST
 AB3762'FROM THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER THE FIELD ROAD,
 AB3762'25.66 METERS (84.2 FT) EAST-NORTHEAST FROM A POWER POLE, AND 0.73
 AB3762'METER (2.4 FT) WEST FROM A WITNESS POST. MARK IS BELOW STATION 1.20
 AB3762'METERS.
 AB3762'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-232 1982
 AB3762'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3762'DIAMETER RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 13.96 METERS
 AB3762'(45.8 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 9.30 METERS
 AB3762'(30.5 FT) EAST-NORTHEAST FROM THE NORTH END OF AN 18 INCH CONCRETE
 AB3762'PIPE UNDER A FIELD ROAD TO THE SOUTH, 3.99 METERS (13.1 FT) NORTHEAST
 AB3762'FROM A POWER POLE, AND 0.79 METER (2.6 FT) WEST-NORTHWEST FROM A
 AB3762'WITNESS POST. TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH
 AB3762'ALONG COUNTY PAVED ROAD 91603 FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF
 AB3762'A DIRT FIELD DRIVE TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 AB3762'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3762'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3762'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3763 ***********************************************************************
 AB3763  DESIGNATION -  BV 016 232 AZ MK
 AB3763  PID         -  AB3763
 AB3763  STATE/COUNTY-  GA/BULLOCH
 AB3763  USGS QUAD   -  REGISTER (1978)
 AB3763
 AB3763                         *CURRENT SURVEY CONTROL
 AB3763  ___________________________________________________________________
 AB3763* NAD 83(1994)-  32 18 56.44017(N)    081 55 10.58334(W)     ADJUSTED  
 AB3763* NAVD 88     -        59.7    (meters)     196.     (feet)  VERTCON   
 AB3763  ___________________________________________________________________
 AB3763  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AB3763  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AB3763
 AB3763  HORZ ORDER  -  SECOND
 AB3763
 AB3763.The horizontal coordinates were established by classical geodetic methods
 AB3763.and adjusted by the National Geodetic Survey in September 1997..
 AB3763
 AB3763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3763
 AB3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3763
 AB3763.The geoid height was determined by GEOID03.
 AB3763
 AB3763;                    North         East     Units Scale Factor Converg.
 AB3763;SPC GA E     -   256,745.554   223,262.857   MT  0.99990667   +0 07 55.5
 AB3763;SPC GA E     -   842,339.37    732,488.22   sFT  0.99990667   +0 07 55.5
 AB3763;UTM  17      - 3,575,798.459   413,435.570   MT  0.99969240   -0 29 29.9
 AB3763
 AB3763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3763!SPC GA E     -   0.99999530  x   0.99990667  =   0.99990197
 AB3763!UTM  17      -   0.99999530  x   0.99969240  =   0.99968770
 AB3763
 AB3763                          SUPERSEDED SURVEY CONTROL
 AB3763
 AB3763  NAD 83(1986)-  32 18 56.44260(N)    081 55 10.58460(W) AD(       ) 2
 AB3763  NGVD 29 (05/08/96)   59.9    (m)          197.     (f) VERT ANG       
 AB3763
 AB3763.Superseded values are not recommended for survey control.
 AB3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3763.See file dsdata.txt to determine how the superseded data were derived.
 AB3763
 AB3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1343675798(NAD 83)
 AB3763_MARKER: DD = SURVEY DISK
 AB3763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3763
 AB3763  HISTORY     - Date     Condition        Report By
 AB3763  HISTORY     - 1982     MONUMENTED       GADT
 AB3763
 AB3763                          STATION DESCRIPTION
 AB3763
 AB3763'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3763'THE STATION IS LOCATED ABOUT 16.25 KM (10.1 MI) SOUTHEAST OF METTER,
 AB3763'19.55 KM (12.15 MI) SOUTHWEST OF STATESBORO, AND 8.95 KM (5.55 MI)
 AB3763'SOUTH-SOUTHEAST OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3763'HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 46 LOCATED ABOUT 12.7
 AB3763'KM (7.9 MI) SOUTH-SOUTHWEST OF STATESBORO, GO WEST ALONG STATE ROUTE
 AB3763'46 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 91603
 AB3763'CROSSING IN THE REGISTER COMMUNITY. TURN LEFT AND GO SOUTH ALONG
 AB3763'COUNTY ROAD 91603 FOR 5.9 KM (3.65 MI) TO THE CENTER OF THE COUNTY
 AB3763'ROAD BRIDGE OVER INTERSTATE HIGHWAY 16.  CONTINUE GOING SOUTH ALONG
 AB3763'COUNTY ROAD 91603 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF A DIRT FIELD
 AB3763'DRIVE TO THE LEFT AND THE STATION ON THE LEFT.
 AB3763'THE STATION IS A STANDARD GADT DISK STAMPED---016-232 1982 AZ MK---,
 AB3763'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3763'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 13.96 METERS (45.8
 AB3763'FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 9.3 METERS (30.5
 AB3763'FT) EAST-NORTHEAST FROM THE NORTH END OF AN 18 INCH CONCRETE PIPE
 AB3763'UNDER A FIELD ROAD TO THE SOUTH, 3.99 METERS (13.1 FT) NORTHEAST FROM
 AB3763'A POWER POLE, AND 0.79 METER (2.6 FT) WEST-NORTHWEST FROM A WITNESS
 AB3763'POST.
 AB3763'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3763'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3763'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3764 ***********************************************************************
 AB3764  DESIGNATION -  BV 016 232 RM 1
 AB3764  PID         -  AB3764
 AB3764  STATE/COUNTY-  GA/BULLOCH
 AB3764  USGS QUAD   -  REGISTER (1978)
 AB3764
 AB3764                         *CURRENT SURVEY CONTROL
 AB3764  ___________________________________________________________________
 AB3764* NAD 83(1994)-  32 19 11.43111(N)    081 55 03.15119(W)     ADJUSTED  
 AB3764* NAVD 88     -        64.62   (+/-2cm)     212.0    (feet)  VERTCON   
 AB3764  ___________________________________________________________________
 AB3764  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AB3764  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AB3764
 AB3764  HORZ ORDER  -  SECOND
 AB3764  VERT ORDER  -  THIRD (See Below)
 AB3764
 AB3764.The horizontal coordinates were established by classical geodetic methods
 AB3764.and adjusted by the National Geodetic Survey in September 1997..
 AB3764
 AB3764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3764.The vertical order pertains to the NGVD 29 superseded value.
 AB3764
 AB3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3764
 AB3764.The geoid height was determined by GEOID03.
 AB3764
 AB3764;                    North         East     Units Scale Factor Converg.
 AB3764;SPC GA E     -   257,207.733   223,456.174   MT  0.99990678   +0 07 59.5
 AB3764;SPC GA E     -   843,855.70    733,122.46   sFT  0.99990678   +0 07 59.5
 AB3764;UTM  17      - 3,576,258.407   413,633.864   MT  0.99969198   -0 29 26.1
 AB3764
 AB3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3764!SPC GA E     -   0.99999452  x   0.99990678  =   0.99990130
 AB3764!UTM  17      -   0.99999452  x   0.99969198  =   0.99968650
 AB3764
 AB3764                          SUPERSEDED SURVEY CONTROL
 AB3764
 AB3764  NAD 83(1986)-  32 19 11.43348(N)    081 55 03.15226(W) AD(       ) 2
 AB3764  NGVD 29 (05/08/96)   64.84   (m)          212.7    (f) LEVELING    3  
 AB3764
 AB3764.Superseded values are not recommended for survey control.
 AB3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3764.See file dsdata.txt to determine how the superseded data were derived.
 AB3764
 AB3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1363476258(NAD 83)
 AB3764_MARKER: DD = SURVEY DISK
 AB3764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3764
 AB3764  HISTORY     - Date     Condition        Report By
 AB3764  HISTORY     - 1982     MONUMENTED       GADT
 AB3764
 AB3764                          STATION DESCRIPTION
 AB3764
 AB3764'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3764'THE STATION IS LOCATED ABOUT 8.85 KM (5.5 MI) SOUTH-SOUTHEAST OF
 AB3764'PULASKI, 16.25 KM (10.1 MI) SOUTHEAST OF METTER, AND 19.25 KM (11.95
 AB3764'MI) SOUTHWEST OF STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 AB3764'HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 46 LOCATED ABOUT 12.7
 AB3764'KM (7.9 MI) SOUTH-SOUTHWEST OF STATESBORO, GO WEST ALONG STATE ROUTE
 AB3764'46 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 91603
 AB3764'CROSSING IN THE REGISTER COMMUNITY. TURN LEFT AND GO SOUTH ALONG
 AB3764'COUNTY ROAD 91603 FOR 5.9 KM (3.65 MI) TO THE CENTER OF THE COUNTY
 AB3764'ROAD 91603 BRIDGE OVER INTERSTATE HIGHWAY 16.  CONTINUE SOUTH ALONG
 AB3764'COUNTY ROAD 91603 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AB3764'THE STATION IS A STANDARD GADT DISK STAMPED---016-232 1982 RM 1---,
 AB3764'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 AB3764'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.17 METERS (46.5
 AB3764'FT) NORTHEAST FROM THE NORTH END OF AN 18 12.34 METERS (40.5 FT) WEST
 AB3764'FROM THE CENTERLINE OF THE ROAD, 5.64 METERS (18.5 FT) NORTH FROM THE
 AB3764'CENTERLINE OF A DIRT FIELD ROAD, 4.88 METERS (16 FT) EAST FROM THE
 AB3764'NORTH END OF AN 18 INCH CONCRETE PIPE UNDER THE FIELD ROAD, 25.66
 AB3764'METERS (84.2 FT) EAST-NORTHEAST FROM A POWER POLE, AND 0.73 METER (2.4
 AB3764'FT) WEST FROM A WITNESS POST.
 AB3764'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3764'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3764'DESCRIBED BY G.D.JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6390 ***********************************************************************
 CK6390  DESIGNATION -  BV 016 233
 CK6390  PID         -  CK6390
 CK6390  STATE/COUNTY-  GA/BULLOCH
 CK6390  USGS QUAD   -  REGISTER (1978)
 CK6390
 CK6390                         *CURRENT SURVEY CONTROL
 CK6390  ___________________________________________________________________
 CK6390* NAD 83(1994)-  32 21 41.25300(N)    081 54 00.68568(W)     ADJUSTED  
 CK6390* NAVD 88     -        76.0    (meters)     249.     (feet)  VERT ANG  
 CK6390  ___________________________________________________________________
 CK6390  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 CK6390  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK6390
 CK6390  HORZ ORDER  -  SECOND
 CK6390
 CK6390.The horizontal coordinates were established by classical geodetic methods
 CK6390.and adjusted by the National Geodetic Survey in September 1997..
 CK6390
 CK6390.The orthometric height was determined by vertical angle observations.
 CK6390
 CK6390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6390
 CK6390.The geoid height was determined by GEOID03.
 CK6390
 CK6390;                    North         East     Units Scale Factor Converg.
 CK6390;SPC GA E     -   261,826.269   225,078.420   MT  0.99990775   +0 08 33.5
 CK6390;SPC GA E     -   859,008.35    738,444.78   sFT  0.99990775   +0 08 33.5
 CK6390;UTM  17      - 3,580,857.999   415,305.961   MT  0.99968845   -0 28 54.7
 CK6390
 CK6390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6390!SPC GA E     -   0.99999273  x   0.99990775  =   0.99990049
 CK6390!UTM  17      -   0.99999273  x   0.99968845  =   0.99968119
 CK6390
 CK6390:                Primary Azimuth Mark                     Grid Az
 CK6390:SPC GA E     -  TAYLOR ECC                               061 16 10.3
 CK6390:UTM  17      -  TAYLOR ECC                               061 53 38.5
 CK6390
 CK6390|---------------------------------------------------------------------|
 CK6390| PID    Reference Object                     Distance      Geod. Az  |
 CK6390|                                                           dddmmss.s |
 CK6390| CK0132 TAYLOR ECC                          APPROX. 1.3 KM 0612443.8 |
 CK6390|---------------------------------------------------------------------|
 CK6390
 CK6390                          SUPERSEDED SURVEY CONTROL
 CK6390
 CK6390  NAD 83(1986)-  32 21 41.25105(N)    081 54 00.69109(W) AD(       ) 2
 CK6390  NGVD 29 (05/08/96)   76.8    (m)          252.     (f) VERT ANG       
 CK6390
 CK6390.Superseded values are not recommended for survey control.
 CK6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6390.See file dsdata.txt to determine how the superseded data were derived.
 CK6390
 CK6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1530680858(NAD 83)
 CK6390_MARKER: DD = SURVEY DISK
 CK6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6390+STABILITY: SURFACE MOTION
 CK6390
 CK6390  HISTORY     - Date     Condition        Report By
 CK6390  HISTORY     - 1982     MONUMENTED       GADT
 CK6390  HISTORY     - 1982     GOOD             GADT
 CK6390
 CK6390                          STATION DESCRIPTION
 CK6390
 CK6390'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6390'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) EAST-SOUTHEAST OF
 CK6390'PULASKI, 14.5 KM (9 MI) SOUTHWEST OF STATESBORO, AND 16.1 KM (10 MI)
 CK6390'EAST-SOUTHEAST OF METTER. OWNERSHIP--VAN TIMMONS, TELEPHONE 912 852
 CK6390'5614.
 CK6390'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REGISTER, GO WEST
 CK6390'ALONG STATE ROUTE 46 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF COUNTY
 CK6390'DIRT ROAD 165 TO THE LEFT.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY
 CK6390'ROAD 165 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF A FIELD ROAD TO THE
 CK6390'LEFT, AND THE AZIMUTH MARK ON THE RIGHT NEAR A BAPTISMAL POOL.  TURN
 CK6390'LEFT AND GO SOUTH ALONG THE FIELD ROAD FOR 0.25 KM (0.15 MI) TO THE
 CK6390'STATION ON THE RIGHT AT A WOOD FENCE.
 CK6390'THE STATION IS A STANDARD GADT DISK STAMPED---016-233 1982---, SET
 CK6390'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 CK6390'WITH GROUND.  IT IS LOCATED 6.1 METERS (20 FT) WEST-SOUTHWEST FROM THE
 CK6390'CENTTERLINE OF THE DIRT DRIVEWAY, 3.47 METERS (11.4 FT) SOUTH FROM A
 CK6390'POWER POLE, 30.24 METERS (99.2 FT) NORTH-NORTHWEST FROM A GATE POST
 CK6390'(GAP) ON THE WEST SIDE OF THE DRIVE, 30.85 METERS (101.2 FT) NORTHWEST
 CK6390'FROM THE OTHER GATE POST ON THE EAST SIDE OF THE DRIVEWAY, AND 0.94
 CK6390'METERS (3.1 FT) EAST-NORTHEAST FROM A WITNESS POST SET AT THE
 CK6390'FENCELINE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6390'STAMPED---016-233 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .95
 CK6390'METERS BELOW THE SURFACE.
 CK6390'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-233 1982
 CK6390'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 CK6390'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 5.79 METERS
 CK6390'(19 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE DIRT DRIVEWAY, 6.64
 CK6390'METERS (21.8 FT) SOUTH-SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 CK6390'PEDESTAL, 18.23 METERS (59.8 FT) NORTH-NORTHWEST FROM THE POWER POLE,
 CK6390'AND 0.49 METER (1.6 FT) EAST-NORTHEAST FROM A WITNESS POST SET AT A
 CK6390'FENCELINE. MARK IS LEVEL WITH STATION.
 CK6390'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-233 1982
 CK6390'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK6390'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 1.22 METERS
 CK6390'(4 FT) NORTHWEST FROM A 14 INCH OAK TREE, 2.99 METERS (9.8 FT)
 CK6390'EAST-NORTHEAST FROM A POWER POLE, 23.26 METERS (76.3 FT)
 CK6390'EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF A CHURCH BUILDING, 23.44
 CK6390'METERS (76.9 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE
 CK6390'CHURCH BUILDING, AND 3.6 METERS (11.8 FT) WEST FROM A WITNESS POST.
 CK6390'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-223 1982 AZ
 CK6390'MK---,SET IN AN IRREGULAR MASS OF 0.91 METER BELOW GROUND SURFACE.
 CK6390'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK6390'GEORGIA 1976.  REVISED AUGUST 1976.
 CK6390'DESCRIBED BY G.D. JOHNSON.
 CK6390
 CK6390                          STATION RECOVERY (1982)
 CK6390
 CK6390'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6390'SEE PROJECT G16679, VICINITY OF STATESBORO FOR DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6391 ***********************************************************************
 CK6391  DESIGNATION -  BV 016 233 AZ MK
 CK6391  PID         -  CK6391
 CK6391  STATE/COUNTY-  GA/BULLOCH
 CK6391  USGS QUAD   -  REGISTER (1978)
 CK6391
 CK6391                         *CURRENT SURVEY CONTROL
 CK6391  ___________________________________________________________________
 CK6391* NAD 83(1994)-  32 21 50.63599(N)    081 54 02.53196(W)     ADJUSTED  
 CK6391* NAVD 88     -        74.     (meters)     243.     (feet)  VERT ANG  
 CK6391  ___________________________________________________________________
 CK6391  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CK6391  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK6391
 CK6391  HORZ ORDER  -  SECOND
 CK6391
 CK6391.The horizontal coordinates were established by classical geodetic methods
 CK6391.and adjusted by the National Geodetic Survey in September 1997..
 CK6391.No horizontal observational check was made to the station.
 CK6391
 CK6391.The orthometric height was determined by vertical angle observations.
 CK6391.No vertical observational check was made to the station.
 CK6391
 CK6391.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6391
 CK6391.The geoid height was determined by GEOID03.
 CK6391
 CK6391;                    North         East     Units Scale Factor Converg.
 CK6391;SPC GA E     -   262,115.152   225,029.436   MT  0.99990772   +0 08 32.5
 CK6391;SPC GA E     -   859,956.13    738,284.07   sFT  0.99990772   +0 08 32.5
 CK6391;UTM  17      - 3,581,147.335   415,260.139   MT  0.99968855   -0 28 55.8
 CK6391
 CK6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6391!SPC GA E     -   0.99999300  x   0.99990772  =   0.99990072
 CK6391!UTM  17      -   0.99999300  x   0.99968855  =   0.99968155
 CK6391
 CK6391                          SUPERSEDED SURVEY CONTROL
 CK6391
 CK6391  NAD 83(1986)-  32 21 50.63403(N)    081 54 02.53718(W) AD(       ) 2
 CK6391  NGVD 29 (05/08/96)   75.1    (m)          246.     (f) VERT ANG       
 CK6391
 CK6391.Superseded values are not recommended for survey control.
 CK6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6391.See file dsdata.txt to determine how the superseded data were derived.
 CK6391
 CK6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1526081147(NAD 83)
 CK6391_MARKER: DD = SURVEY DISK
 CK6391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6391+STABILITY: SURFACE MOTION
 CK6391
 CK6391  HISTORY     - Date     Condition        Report By
 CK6391  HISTORY     - 1982     MONUMENTED       GADT
 CK6391  HISTORY     - 1982     GOOD             GADT
 CK6391
 CK6391                          STATION DESCRIPTION
 CK6391
 CK6391'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6391'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) EAST-SOUTHEAST OF
 CK6391'PULASKI, 14.5 KM (9 MI) SOUTHWEST OF STATESBORO, AND 15.7 KM (9.75 MI)
 CK6391'EAST-SOUTHEAST OF METTER. OWNERSHIP--ST PAUL BAPTIST CHURCH BY ARTICE
 CK6391'ROZIER. TELEPHONE 912 839 3207.
 CK6391'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REGISTER, GO WEST
 CK6391'ALONG STATE ROUTE 46 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF COUNTY
 CK6391'DIRT ROAD 165 TO THE LEFT.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY
 CK6391'ROAD 165 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF A FIELD ROAD TO THE
 CK6391'LEFT AND THE STATION ON THE RIGHT NEAR A BAPTISMAL POOL.
 CK6391'THE STATION IS A STANDARD GADT DISK STAMPED---016-233 1982 AZ MK---,
 CK6391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6391'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 1.22 METERS (4 FT)
 CK6391'NORTHWEST FROM A 14 INCH OAK TREE, 2.99 METERS (9.8 FT) EAST-NORTHEAST
 CK6391'FROM A POWER POLE, 23.26 METERS (76.3 FT) EAST-NORTHEAST FROM THE
 CK6391'SOUTHEAST CORNER OF THE CHURCH BUILDING, 23.44 METERS (76.9 FT)
 CK6391'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE CHURCH BUILDING, AND
 CK6391'3.6 METERS (11.8 FT) WEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 CK6391'A STANDARD GADT DISK STAMPED---016-233 1982 AZ MK---, SET INTO AN
 CK6391'IRREGULAR MASS OF CONCRETE .95 METERS BELOW THE SURFACE.
 CK6391'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK6391'GEORGIA 1976.  REVISED AUGUST 1976.
 CK6391'DESCRIBED BY G.D. JOHNSON.
 CK6391
 CK6391                          STATION RECOVERY (1982)
 CK6391
 CK6391'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6391'SEE PROJECT G16679, VICINITY OF STATESBORO FOR DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3766 ***********************************************************************
 AB3766  DESIGNATION -  BV 016 233 RM 1
 AB3766  PID         -  AB3766
 AB3766  STATE/COUNTY-  GA/BULLOCH
 AB3766  USGS QUAD   -  REGISTER (1978)
 AB3766
 AB3766                         *CURRENT SURVEY CONTROL
 AB3766  ___________________________________________________________________
 AB3766* NAD 83(1994)-  32 21 41.94232(N)    081 54 00.81608(W)     ADJUSTED  
 AB3766* NAVD 88     -        76.49   (+/-2cm)     251.0    (feet)  VERTCON   
 AB3766  ___________________________________________________________________
 AB3766  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AB3766  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AB3766
 AB3766  HORZ ORDER  -  SECOND
 AB3766  VERT ORDER  -  THIRD (See Below)
 AB3766
 AB3766.The horizontal coordinates were established by classical geodetic methods
 AB3766.and adjusted by the National Geodetic Survey in September 1997..
 AB3766
 AB3766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3766.The vertical order pertains to the NGVD 29 superseded value.
 AB3766
 AB3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3766
 AB3766.The geoid height was determined by GEOID03.
 AB3766
 AB3766;                    North         East     Units Scale Factor Converg.
 AB3766;SPC GA E     -   261,847.492   225,074.958   MT  0.99990775   +0 08 33.4
 AB3766;SPC GA E     -   859,077.98    738,433.42   sFT  0.99990775   +0 08 33.4
 AB3766;UTM  17      - 3,580,879.254   415,302.731   MT  0.99968846   -0 28 54.8
 AB3766
 AB3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3766!SPC GA E     -   0.99999266  x   0.99990775  =   0.99990041
 AB3766!UTM  17      -   0.99999266  x   0.99968846  =   0.99968112
 AB3766
 AB3766                          SUPERSEDED SURVEY CONTROL
 AB3766
 AB3766  NAD 83(1986)-  32 21 41.94037(N)    081 54 00.82148(W) AD(       ) 2
 AB3766  NGVD 29 (05/08/96)   76.71   (m)          251.7    (f) LEVELING    3  
 AB3766
 AB3766.Superseded values are not recommended for survey control.
 AB3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3766.See file dsdata.txt to determine how the superseded data were derived.
 AB3766
 AB3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1530380879(NAD 83)
 AB3766_MARKER: DD = SURVEY DISK
 AB3766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3766
 AB3766  HISTORY     - Date     Condition        Report By
 AB3766  HISTORY     - 1982     MONUMENTED       GADT
 AB3766
 AB3766                          STATION DESCRIPTION
 AB3766
 AB3766'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3766'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) EAST-SOUTHEAST OF
 AB3766'PULASKI, 14.5 KM (9 MI) SOUTHWEST OF STATESBORO, AND 16.1 KM (10 MI)
 AB3766'EAST-SOUTHEAST OF METTER. OWNERSHIP--VAN TIMMONS, TELEPHONE 912 852
 AB3766'5614.
 AB3766'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REGISTER, GO WEST
 AB3766'ALONG STATE ROUTE 46 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF COUNTY
 AB3766'DIRT ROAD 165 TO THE LEFT.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY
 AB3766'ROAD 165 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF A FIELD ROAD TO THE
 AB3766'LEFT.  TURN LEFT GOING SOUTH ALONG THE FIELD ROAD FOR 0.25 KM (0.15
 AB3766'MI) TO THE STATION ON THE RIGHT.
 AB3766'THE STATION IS A STANDARD GADT DISK STAMPED---016-233 1982 RM 1---,
 AB3766'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 AB3766'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 5.79 METERS (19 FT)
 AB3766'WEST-SOUTHWEST FROM THE CENTERLINE OF A DIRT DRIVEWAY, 6.64 METERS
 AB3766'(21.8 FT) SOUTH-SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 AB3766'PEDESTAL, 18.23 METERS (59.8 FT) NORTH-NORTHWEST FROM A POWER POLE,
 AB3766'AND 0.49 METER (1.6 FT) EAST-NORTHEAST FROM A WITNESS POST SET AT A
 AB3766'FENCELINE.
 AB3766'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3766'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3766'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3767 ***********************************************************************
 AB3767  DESIGNATION -  BV 016 234
 AB3767  PID         -  AB3767
 AB3767  STATE/COUNTY-  GA/BULLOCH
 AB3767  USGS QUAD   -  STILSON (1978)
 AB3767
 AB3767                         *CURRENT SURVEY CONTROL
 AB3767  ___________________________________________________________________
 AB3767* NAD 83(1994)-  32 19 15.42438(N)    081 36 27.66908(W)     ADJUSTED  
 AB3767* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 AB3767  ___________________________________________________________________
 AB3767  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3767  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AB3767
 AB3767  HORZ ORDER  -  SECOND
 AB3767
 AB3767.The horizontal coordinates were established by classical geodetic methods
 AB3767.and adjusted by the National Geodetic Survey in September 1997..
 AB3767
 AB3767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3767
 AB3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3767
 AB3767.The geoid height was determined by GEOID03.
 AB3767
 AB3767;                    North         East     Units Scale Factor Converg.
 AB3767;SPC GA E     -   257,440.730   252,630.128   MT  0.99993415   +0 17 55.9
 AB3767;SPC GA E     -   844,620.13    828,837.34   sFT  0.99993415   +0 17 55.9
 AB3767;UTM  17      - 3,576,173.798   442,801.206   MT  0.99964034   -0 19 29.7
 AB3767
 AB3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3767!SPC GA E     -   0.99999946  x   0.99993415  =   0.99993361
 AB3767!UTM  17      -   0.99999946  x   0.99964034  =   0.99963980
 AB3767
 AB3767                          SUPERSEDED SURVEY CONTROL
 AB3767
 AB3767  NAD 83(1986)-  32 19 15.41895(N)    081 36 27.67160(W) AD(       ) 2
 AB3767  NGVD 29 (05/08/96)   34.0    (m)          112.     (f) VERT ANG       
 AB3767
 AB3767.Superseded values are not recommended for survey control.
 AB3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3767.See file dsdata.txt to determine how the superseded data were derived.
 AB3767
 AB3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4280176174(NAD 83)
 AB3767_MARKER: DD = SURVEY DISK
 AB3767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3767
 AB3767  HISTORY     - Date     Condition        Report By
 AB3767  HISTORY     - 1982     MONUMENTED       GADT
 AB3767
 AB3767                          STATION DESCRIPTION
 AB3767
 AB3767'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3767'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI) WEST OF STILSON, 8.55 KM
 AB3767'(5.3 MI) SOUTHEAST OF BROOKLET, AND 12.1 KM (7.5 MI) EAST-NORTHEAST OF
 AB3767'DENMARK. OOWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3767'26) AND STATE ROUTE 119 CONNECTOR, LOCATED ABOUT 0.8 KM (0.5 MI) WEST
 AB3767'OF STILSON, GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 4.6 KM (2.85 MI) TO
 AB3767'THE JUNCTION OF COUNTY DIRT ROAD 402 TO THE RIGHT AND COUNTY PAVED
 AB3767'ROAD 91838 TO THE LEFT.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD
 AB3767'91838 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 357 TO
 AB3767'THE LEFT. CONTINUE GOING SOUTH ALONG COUNTY ROAD 91838 FOR 0.1 KM
 AB3767'(0.05 MI) TO THE STATION ON THE LEFT.
 AB3767'THE STATION IS A STANDARD GADT DISK STAMPED---016-234 1982---, SET
 AB3767'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3767'WITH GROUND.  IT IS LOCATED 12.50 METERS (41.00 FT) EAST FROM THE
 AB3767'CENTERLINE OF THE ROAD, 62.18 METERS (204.0 FT) NORTH-NORTHEAST FROM A
 AB3767'POWER POLE, AND 4.72 METERS (15.50 FT) WEST FROM A WITNESS POST SET ON
 AB3767'THE FENCELINE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3767'STAMPED---016-234 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3767'METERS BELOW THE SURFACE.
 AB3767'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-234
 AB3767'1982 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3767'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37.00 FT)
 AB3767'EAST FROM THE CENTERLINE OF THE ROAD, 37.03 METERS (121.0 FT)
 AB3767'NORTH-NORTHEAST FROM THE POWER POLE, AND 5.85 METERS (19.2 FT) WEST
 AB3767'FROM A WITNESS POST SET AT THE FENCELINE. MARK IS LEVEL WITH STATION.
 AB3767'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-234 1982
 AB3767'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3767'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37.00 FT)
 AB3767'WEST FROM THE CENTERLINE OF THE ROAD, 4.79 METERS (15.70 FT) NORTHWEST
 AB3767'FROM THE NORTH END OF A 15 INCH CONCRETE SIDE DRAIN PIPE, 2.5 METERS
 AB3767'(8.2 FT) EAST-NORTHEAST FROM AN END FENCE POST, AND 1.98 METERS (6.5
 AB3767'FT) EAST FROM A WITNESS POST.
 AB3767'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-234 1982 AZ
 AB3767'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3767'GROUND. TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG
 AB3767'COUNTY ROAD 91838 FOR 0.65 KM (0.4 MI) TO THE MARK ON THE RIGHT.
 AB3767'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3767'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3767'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3768 ***********************************************************************
 AB3768  DESIGNATION -  BV 016 234 AZ MK
 AB3768  PID         -  AB3768
 AB3768  STATE/COUNTY-  GA/BULLOCH
 AB3768  USGS QUAD   -  STILSON (1978)
 AB3768
 AB3768                         *CURRENT SURVEY CONTROL
 AB3768  ___________________________________________________________________
 AB3768* NAD 83(1994)-  32 18 59.57420(N)    081 36 40.76868(W)     ADJUSTED  
 AB3768* NAVD 88     -        35.1    (meters)     115.     (feet)  VERTCON   
 AB3768  ___________________________________________________________________
 AB3768  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3768  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AB3768
 AB3768  HORZ ORDER  -  SECOND
 AB3768
 AB3768.The horizontal coordinates were established by classical geodetic methods
 AB3768.and adjusted by the National Geodetic Survey in September 1997..
 AB3768
 AB3768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3768
 AB3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3768
 AB3768.The geoid height was determined by GEOID03.
 AB3768
 AB3768;                    North         East     Units Scale Factor Converg.
 AB3768;SPC GA E     -   256,950.747   252,290.049   MT  0.99993371   +0 17 48.8
 AB3768;SPC GA E     -   843,012.58    827,721.60   sFT  0.99993371   +0 17 48.8
 AB3768;UTM  17      - 3,575,687.690   442,455.914   MT  0.99964083   -0 19 36.6
 AB3768
 AB3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3768!SPC GA E     -   0.99999925  x   0.99993371  =   0.99993296
 AB3768!UTM  17      -   0.99999925  x   0.99964083  =   0.99964008
 AB3768
 AB3768                          SUPERSEDED SURVEY CONTROL
 AB3768
 AB3768  NAD 83(1986)-  32 18 59.56885(N)    081 36 40.77132(W) AD(       ) 2
 AB3768  NGVD 29 (05/08/96)   35.4    (m)          116.     (f) VERT ANG       
 AB3768
 AB3768.Superseded values are not recommended for survey control.
 AB3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3768.See file dsdata.txt to determine how the superseded data were derived.
 AB3768
 AB3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4245675688(NAD 83)
 AB3768_MARKER: DD = SURVEY DISK
 AB3768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3768
 AB3768  HISTORY     - Date     Condition        Report By
 AB3768  HISTORY     - 1982     MONUMENTED       GADT
 AB3768
 AB3768                          STATION DESCRIPTION
 AB3768
 AB3768'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3768'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) WEST OF STILSON, 8.55 KM
 AB3768'(5.3 MI) SOUTHEAST OF BROOKLET, AND 11.45 KM (7.1 MI) EAST-NORTHEAST
 AB3768'OF DENMARK. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3768'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3768'26) AND STATE ROUTE 119 CONNECTOR, LOCATED ABOUT 0.8 KM (0.5 MI) WEST
 AB3768'OF STILSON, GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 4.6 KM (2.85 MI) TO
 AB3768'THE JUNCTION OF COUNTY DIRT ROAD 402 TO THE RIGHT AND COUNTY PAVED
 AB3768'ROAD 91838 TO THE LEFT.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD
 AB3768'91838 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 357 TO
 AB3768'THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 91838  FOR 0.75 KM
 AB3768'(0.45 MI) TO THE STATION ON THE RIGHT.
 AB3768'THE STATION IS A STANDARD GADT DISK STAMPED---016-234 1982 AZ MK---,
 AB3768'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3768'FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37.00 FT) WEST FROM
 AB3768'THE CENTERLINE OF THE ROAD, 4.79 METERS (15.70 FT) NORTHWEST FROM THE
 AB3768'NORTH END OF A 15 INCH CONCRETE SIDE DRAIN PIPE, 2.50 METERS (8.2 FT)
 AB3768'EAST-NORTHEAST FROM AN END FENCE POST, AND 1.98 METERS (6.5 FT) EAST
 AB3768'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3768'STAMPED---016-234 1982 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3768'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3768'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3768'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3768'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3769 ***********************************************************************
 AB3769  DESIGNATION -  BV 016 234 RM 1
 AB3769  PID         -  AB3769
 AB3769  STATE/COUNTY-  GA/BULLOCH
 AB3769  USGS QUAD   -  STILSON (1978)
 AB3769
 AB3769                         *CURRENT SURVEY CONTROL
 AB3769  ___________________________________________________________________
 AB3769* NAD 83(1994)-  32 19 14.75455(N)    081 36 28.22774(W)     ADJUSTED  
 AB3769* NAVD 88     -        33.75   (+/-2cm)     110.7    (feet)  VERTCON   
 AB3769  ___________________________________________________________________
 AB3769  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3769  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AB3769
 AB3769  HORZ ORDER  -  SECOND
 AB3769  VERT ORDER  -  THIRD (See Below)
 AB3769
 AB3769.The horizontal coordinates were established by classical geodetic methods
 AB3769.and adjusted by the National Geodetic Survey in September 1997..
 AB3769
 AB3769.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3769.The vertical order pertains to the NGVD 29 superseded value.
 AB3769
 AB3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3769
 AB3769.The geoid height was determined by GEOID03.
 AB3769
 AB3769;                    North         East     Units Scale Factor Converg.
 AB3769;SPC GA E     -   257,420.022   252,615.624   MT  0.99993413   +0 17 55.6
 AB3769;SPC GA E     -   844,552.19    828,789.76   sFT  0.99993413   +0 17 55.6
 AB3769;UTM  17      - 3,576,153.256   442,786.482   MT  0.99964037   -0 19 30.0
 AB3769
 AB3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3769!SPC GA E     -   0.99999946  x   0.99993413  =   0.99993359
 AB3769!UTM  17      -   0.99999946  x   0.99964037  =   0.99963983
 AB3769
 AB3769                          SUPERSEDED SURVEY CONTROL
 AB3769
 AB3769  NAD 83(1986)-  32 19 14.74913(N)    081 36 28.23026(W) AD(       ) 2
 AB3769  NGVD 29 (05/08/96)   33.99   (m)          111.5    (f) LEVELING    3  
 AB3769
 AB3769.Superseded values are not recommended for survey control.
 AB3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3769.See file dsdata.txt to determine how the superseded data were derived.
 AB3769
 AB3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4278676153(NAD 83)
 AB3769_MARKER: DD = SURVEY DISK
 AB3769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3769
 AB3769  HISTORY     - Date     Condition        Report By
 AB3769  HISTORY     - 1982     MONUMENTED       GADT
 AB3769
 AB3769                          STATION DESCRIPTION
 AB3769
 AB3769'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3769'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI) WEST OF STILSON, 8.55 KM
 AB3769'(5.3 MI) SOUTHEAST OF BROOKLET, AND 12.1 KM (7.5 MI) EAST-NORTHEAST OF
 AB3769'DENMARK. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 AB3769'26) AND STATE ROUTE 119 CONNECTOR, LOCATED ABOUT 0.8 KM (0.5 MI) WEST
 AB3769'OF STILSON , GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 4.6 KM (2.85 MI)
 AB3769'TO THE JUNCTION OF COUNTY DIRT ROAD 402 TO THE RIGHT AND COUNTY PAVED
 AB3769'ROAD 91838 TO THE LEFT.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD
 AB3769'91838 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 357 TO
 AB3769'THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 91838 FOR 0.1 KM
 AB3769'(0.05 MI) TO THE STATION ON THE LEFT.
 AB3769'THE STATION IS A STANDARD GADT DISK STAMPED---016-234 1982 RM 1---,
 AB3769'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3769'FLUSH WITH GROUND.  IT IS LOCATED 11.28 METERS (37.00 FT) EAST FROM
 AB3769'THE CENTERLINE OF THE ROAD, 37.03 METERS (121.5 FT) NORTH-NORTHEAST
 AB3769'FROM A POWER POLE, AND 5.85 METERS (19.2 FT) WEST FROM A WITNESS POST
 AB3769'SET ON A FENCELINE.
 AB3769'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3769'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3769'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3770 ***********************************************************************
 AB3770  DESIGNATION -  BV 016 235
 AB3770  PID         -  AB3770
 AB3770  STATE/COUNTY-  GA/BULLOCH
 AB3770  USGS QUAD   -  DENMARK (1978)
 AB3770
 AB3770                         *CURRENT SURVEY CONTROL
 AB3770  ___________________________________________________________________
 AB3770* NAD 83(1994)-  32 20 20.52546(N)    081 43 35.07736(W)     ADJUSTED  
 AB3770* NAVD 88     -        47.9    (meters)     157.     (feet)  VERTCON   
 AB3770  ___________________________________________________________________
 AB3770  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AB3770  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AB3770
 AB3770  HORZ ORDER  -  SECOND
 AB3770
 AB3770.The horizontal coordinates were established by classical geodetic methods
 AB3770.and adjusted by the National Geodetic Survey in September 1997..
 AB3770
 AB3770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3770
 AB3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3770
 AB3770.The geoid height was determined by GEOID03.
 AB3770
 AB3770;                    North         East     Units Scale Factor Converg.
 AB3770;SPC GA E     -   259,393.778   241,443.424   MT  0.99992117   +0 14 07.8
 AB3770;SPC GA E     -   851,027.75    792,135.63   sFT  0.99992117   +0 14 07.8
 AB3770;UTM  17      - 3,578,247.972   431,639.544   MT  0.99965763   -0 23 18.9
 AB3770
 AB3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3770!SPC GA E     -   0.99999720  x   0.99992117  =   0.99991837
 AB3770!UTM  17      -   0.99999720  x   0.99965763  =   0.99965483
 AB3770
 AB3770|---------------------------------------------------------------------|
 AB3770| PID    Reference Object                     Distance      Geod. Az  |
 AB3770|                                                           dddmmss.s |
 AB3770| AB3772 BV 016 235 RM 1                      13.624 METERS 25325     |
 AB3770| AB3771 BV 016 235 AZ MK                    213.948 METERS 35216     |
 AB3770|---------------------------------------------------------------------|
 AB3770
 AB3770                          SUPERSEDED SURVEY CONTROL
 AB3770
 AB3770  NAD 83(1986)-  32 20 20.52204(N)    081 43 35.07943(W) AD(       ) 2
 AB3770  NGVD 29 (05/08/96)   48.1    (m)          158.     (f) VERT ANG       
 AB3770
 AB3770.Superseded values are not recommended for survey control.
 AB3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3770.See file dsdata.txt to determine how the superseded data were derived.
 AB3770
 AB3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3164078248(NAD 83)
 AB3770_MARKER: DD = SURVEY DISK
 AB3770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3770
 AB3770  HISTORY     - Date     Condition        Report By
 AB3770  HISTORY     - 1982     MONUMENTED       GADT
 AB3770
 AB3770                          STATION DESCRIPTION
 AB3770
 AB3770'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3770'THE STATION IS LOCATED ABOUT 7.8 KM (4.85 MI) SOUTHWEST OF BROOKLET,
 AB3770'13.2 KM (8.2 MI) SOUTH-SOUTHEAST OF STATESBORO, AND 22.55 KM (14 MI)
 AB3770'EAST-SOUTHEAST OF PULASKI. OWNERSHIP--JACK BRANNEN, ROUTE 6
 AB3770'STATESBORO, GA, 30458, TELEPHONE 912 839 3395.
 AB3770'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3770'ROUTE 46 LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF DENMARK, GO NORTH ALONG
 AB3770'STATE ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3770'ROAD 90733 CROSSING.  CONTINUE NORTH ALONG STATE ROUTE 67 FOR 6.7 KM
 AB3770'(4.15 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 323 TO THE LEFT AND
 AB3770'COUNTY PAVED ROAD 323 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG
 AB3770'COUNTY ROAD 323 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY DIRT
 AB3770'ROAD 322 CROSSING. TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 322 FOR
 AB3770'0.65 KM (0.4 MI) TO THE JUNCTION OF A FIELD ROAD TO THE LEFT.  TURN
 AB3770'LEFT GOING EAST ALONG THE FIELD ROAD FOR 0.5 KM (0.3 MI) TO A GATE ON
 AB3770'THE RIGHT AND THE STATION.
 AB3770'THE STATION IS A STANDARD GADT DISK STAMPED---016-235 1982---, SET
 AB3770'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3770'WITH GROUND.  IT IS LOCATED 2.13 METERS (7 FT) SOUTH FROM THE
 AB3770'CENTERLINE OF THE FIELD ROAD, 4.82 METERS (15.8 FT) EAST-NORTHEAST
 AB3770'FROM THE WESTERNMOST GATE POST ON THE FENCE LINE, 6.71 METERS (22 FT)
 AB3770'EAST-NORTHEAST FROM A 48 INCH OAK TREE, AND 0.85 METER (2.8 FT) NORTH
 AB3770'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3770'STAMPED---016-235 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 AB3770'METERS BELOW THE SURFACE.
 AB3770'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-235 1982
 AB3770'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN
 AB3770'DIAMETER RECESSED 7.1 CM BELOW THE GROUND.  IT IS LOCATED 2.44 METERS
 AB3770'(8 FT) SOUTH FROM THE CENTERLINE OF THE FIELD ROAD, 7.01 METERS (23
 AB3770'FT) WEST-NORTHWEST FROM THE 48 INCH OAK TREE, 8.84 METERS (29 FT)
 AB3770'EAST-NORTHEAST FROM A 24 INCH OAK TREE, 9.14 METERS (30 FT) WEST FROM
 AB3770'THE EASTERN MOST GATE POST ON THE FENCE LINE, AND 0.45 METER (1.5 FT)
 AB3770'NORTH FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3770'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-235 1982
 AB3770'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3770'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 1.13 METERS (3.7 FT)
 AB3770'EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE PAD FOR A WELL
 AB3770'PUMP, 2.44 METERS (8 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 AB3770'CONCRETE PAD, 3.44 METERS (11.3 FT) SOUTH-SOUTHEAST FROM A GAP POST OF
 AB3770'AN OLD WOOD FENCE, 10.97 METERS (36 FT) NORTH-NORTHWEST FROM A POWER
 AB3770'POLE WITH A TRANSFORMER AND 2.26 METERS (7.4 FT) SOUTHWEST FROM A
 AB3770'WITNESS POST. TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH
 AB3770'ALONG A DIM TRACK ROAD ACROSS THE FIELD TO THE AZIMUTH MARK NEAR A
 AB3770'WELL PUMP. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3770'STAMPED---016-235 1982 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3770'0.91 METER BELOW THE SURFACE.
 AB3770'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3770'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3770'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3771 ***********************************************************************
 AB3771  DESIGNATION -  BV 016 235 AZ MK
 AB3771  PID         -  AB3771
 AB3771  STATE/COUNTY-  GA/BULLOCH
 AB3771  USGS QUAD   -  DENMARK (1978)
 AB3771
 AB3771                         *CURRENT SURVEY CONTROL
 AB3771  ___________________________________________________________________
 AB3771* NAD 83(1994)-  32 20 27.40781(N)    081 43 36.17868(W)     ADJUSTED  
 AB3771* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 AB3771  ___________________________________________________________________
 AB3771  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AB3771  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AB3771
 AB3771  HORZ ORDER  -  SECOND
 AB3771
 AB3771.The horizontal coordinates were established by classical geodetic methods
 AB3771.and adjusted by the National Geodetic Survey in September 1997..
 AB3771
 AB3771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3771
 AB3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3771
 AB3771.The geoid height was determined by GEOID03.
 AB3771
 AB3771;                    North         East     Units Scale Factor Converg.
 AB3771;SPC GA E     -   259,605.642   241,413.755   MT  0.99992114   +0 14 07.3
 AB3771;SPC GA E     -   851,722.84    792,038.29   sFT  0.99992114   +0 14 07.3
 AB3771;UTM  17      - 3,578,460.091   431,612.192   MT  0.99965767   -0 23 19.6
 AB3771
 AB3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3771!SPC GA E     -   0.99999728  x   0.99992114  =   0.99991842
 AB3771!UTM  17      -   0.99999728  x   0.99965767  =   0.99965495
 AB3771
 AB3771                          SUPERSEDED SURVEY CONTROL
 AB3771
 AB3771  NAD 83(1986)-  32 20 27.40440(N)    081 43 36.18062(W) AD(       ) 2
 AB3771  NGVD 29 (05/08/96)   47.7    (m)          156.     (f) VERT ANG       
 AB3771
 AB3771.Superseded values are not recommended for survey control.
 AB3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3771.See file dsdata.txt to determine how the superseded data were derived.
 AB3771
 AB3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3161278460(NAD 83)
 AB3771_MARKER: DD = SURVEY DISK
 AB3771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3771
 AB3771  HISTORY     - Date     Condition        Report By
 AB3771  HISTORY     - 1982     MONUMENTED       GADT
 AB3771
 AB3771                          STATION DESCRIPTION
 AB3771
 AB3771'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3771'THE STATION IS LOCATED ABOUT 7.75 KM (4.8 MI) SOUTHWEST OF BROOKLET,
 AB3771'12.9 KM (8 MI) SOUTH-SOUTHEAST OF STATESBORO, AND 22.55 KM (14 MI)
 AB3771'EAST-SOUTHEAST OF PULASKI. OWNERSHIP--JACK BRANNEN, ROUTE 6,
 AB3771'STATESBORO GA, 30458, TELEPHONE 912 839 3395.
 AB3771'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3771'ROUTE 46 LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF DENMARK, GO NORTH ALONG
 AB3771'STATE ROUTE 67 FOR 1.45 KM ((0.9 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3771'ROAD 90733 CROSSING.  CONTINUE NORTH ALONG STATE ROUTE 67 FOR 6.7 KM
 AB3771'(4.15 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 323 TO THE LEFT AND
 AB3771'COUNTY PAVED ROAD 323 TO THE RIGHT. TURN RIGHT GOING EAST ALONG COUNTY
 AB3771'PAVED ROAD 323 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 AB3771'322 CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 322 FOR 0.65
 AB3771'KM (0.4 MI) TO THE JUNCTION OF A FIELD ROAD TO THE LEFT.  TURN LEFT
 AB3771'GOING EAST ALONG THE FIELD ROAD FOR 0.5 KM (0.3 MI) TO A GATE ON THE
 AB3771'RIGHT. TURN LEFT GOING NORTH ALONG A DIM TRACK ROAD ACROSS THE FIELD
 AB3771'TO THE STATION NEAR A WELL PUMP ON A CONCRETE PAD.
 AB3771'THE STATION IS A STANDARD GADT DISK STAMPED---016-235 1982 AZ MK---,
 AB3771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3771'FLUSH WITH GROUND.  IT IS LOCATED 1.13 METERS (3.7 FT) EAST-NORTHEAST
 AB3771'FROM THE NORTHEAST CORNER OF A CONCRETE PAD FOR A WELL PUMP, 2.44
 AB3771'METERS (8 FT) EAST FROM THE SOUTHEAST CORNER OF THE CONCRETE PAD, 3.44
 AB3771'METERS (11.3 FT) SOUTH-SOUTHEAST FROM A GAP POST OF AN OLD WOOD FENCE,
 AB3771'10.97 METERS (36 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A
 AB3771'TRANSFORMER, AND 2.26 METERS (7.4 FT) SOUTHWEST FROM A WITNESS POST.
 AB3771'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-235 1982 AZ
 AB3771'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3771'SURFACE.
 AB3771'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3771'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3771'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3772 ***********************************************************************
 AB3772  DESIGNATION -  BV 016 235 RM 1
 AB3772  PID         -  AB3772
 AB3772  STATE/COUNTY-  GA/BULLOCH
 AB3772  USGS QUAD   -  DENMARK (1978)
 AB3772
 AB3772                         *CURRENT SURVEY CONTROL
 AB3772  ___________________________________________________________________
 AB3772* NAD 83(1994)-  32 20 20.39917(N)    081 43 35.57664(W)     ADJUSTED  
 AB3772* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 AB3772  ___________________________________________________________________
 AB3772  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AB3772  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AB3772
 AB3772  HORZ ORDER  -  SECOND
 AB3772
 AB3772.The horizontal coordinates were established by classical geodetic methods
 AB3772.and adjusted by the National Geodetic Survey in September 1997..
 AB3772
 AB3772.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3772
 AB3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3772
 AB3772.The geoid height was determined by GEOID03.
 AB3772
 AB3772;                    North         East     Units Scale Factor Converg.
 AB3772;SPC GA E     -   259,389.834   241,430.384   MT  0.99992116   +0 14 07.6
 AB3772;SPC GA E     -   851,014.81    792,092.85   sFT  0.99992116   +0 14 07.6
 AB3772;UTM  17      - 3,578,244.172   431,626.466   MT  0.99965765   -0 23 19.2
 AB3772
 AB3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3772!SPC GA E     -   0.99999724  x   0.99992116  =   0.99991840
 AB3772!UTM  17      -   0.99999724  x   0.99965765  =   0.99965489
 AB3772
 AB3772                          SUPERSEDED SURVEY CONTROL
 AB3772
 AB3772  NAD 83(1986)-  32 20 20.39575(N)    081 43 35.57873(W) AD(       ) 2
 AB3772  NGVD 29 (05/08/96)   47.9    (m)          157.     (f) VERT ANG       
 AB3772
 AB3772.Superseded values are not recommended for survey control.
 AB3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3772.See file dsdata.txt to determine how the superseded data were derived.
 AB3772
 AB3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3162678244(NAD 83)
 AB3772_MARKER: DD = SURVEY DISK
 AB3772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3772
 AB3772  HISTORY     - Date     Condition        Report By
 AB3772  HISTORY     - 1982     MONUMENTED       GADT
 AB3772
 AB3772                          STATION DESCRIPTION
 AB3772
 AB3772'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3772'THE STATION IS LOCATED ABOUT 7.8 KM (4.85 MI) SOUTHWEST OF BROOKLET,
 AB3772'13.2 KM (8.2 MI) SOUTH-SOUTHWEST OF STATESBORO, AND 22.55 KM (14 MI)
 AB3772'EAST-SOUTHEAST OF PULASKI. OWNERSHIP--JACK BRANNEN, ROUTE 6,
 AB3772'STATESBORO, GA, 30458. TELEPHONE 912-839-3395.
 AB3772'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3772'ROUTE 46 LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF DENMARK, GO NORTH ALONG
 AB3772'STATE ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3772'ROAD 90733 CROSSING.  CONTINUE NORTH ALONG STATE ROUTE 67 FOR 6.7 KM
 AB3772'(4.15 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 323 TO THE LEFT AND
 AB3772'COUNTY PAVED ROAD 323 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG
 AB3772'COUNTY ROAD 323 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY DIRT
 AB3772'ROAD 322 CROSSING. TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 322 FOR
 AB3772'0.65 KM (0.4 MI) TO THE JUNCTION OF A FIELD ROAD TO THE LEFT.  TURN
 AB3772'LEFT GOING EAST ALONG THE FIELD ROAD FOR 0.5 KM (0.3 MI) TO A GATE ON
 AB3772'THE RIGHT AND THE STATION.
 AB3772'THE STATION IS A STANDARD GADT DISK STAMPED---016-235 1982 RM 1---,
 AB3772'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3772'FLUSH WITH GROUND.  IT IS LOCATED 2.44 METERS (8 FT) SOUTH FROM THE
 AB3772'CENTERLINE OF THE FIELD ROAD, 7.01 METERS (23 FT) WEST-NORTHWEST FROM
 AB3772'A 48 INCH OAK TREE, 8.84 METERS (29 FT) EAST-NORTHEAST FROM A 24 INCH
 AB3772'OAK TREE, 9.14 METERS (30 FT) WEST FROM THE EASTERNMOST GATE POST,
 AB3772'0.45 METERS (1.5 FT) NORTH FROM A WITNESS POST.
 AB3772'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3772'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3772'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3773 ***********************************************************************
 AB3773  DESIGNATION -  BV 016 236
 AB3773  PID         -  AB3773
 AB3773  STATE/COUNTY-  GA/BULLOCH
 AB3773  USGS QUAD   -  DENMARK (1978)
 AB3773
 AB3773                         *CURRENT SURVEY CONTROL
 AB3773  ___________________________________________________________________
 AB3773* NAD 83(1994)-  32 21 02.04801(N)    081 41 22.97986(W)     ADJUSTED  
 AB3773* NAVD 88     -        55.80   (+/-2cm)     183.1    (feet)  VERTCON   
 AB3773  ___________________________________________________________________
 AB3773  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AB3773  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3773
 AB3773  HORZ ORDER  -  SECOND
 AB3773  VERT ORDER  -  THIRD (See Below)
 AB3773
 AB3773.The horizontal coordinates were established by classical geodetic methods
 AB3773.and adjusted by the National Geodetic Survey in September 1997..
 AB3773
 AB3773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3773.The vertical order pertains to the NGVD 29 superseded value.
 AB3773
 AB3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3773
 AB3773.The geoid height was determined by GEOID03.
 AB3773
 AB3773;                    North         East     Units Scale Factor Converg.
 AB3773;SPC GA E     -   260,687.502   244,891.918   MT  0.99992484   +0 15 18.8
 AB3773;SPC GA E     -   855,272.25    803,449.57   sFT  0.99992484   +0 15 18.8
 AB3773;UTM  17      - 3,579,503.714   435,101.000   MT  0.99965194   -0 22 08.7
 AB3773
 AB3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3773!SPC GA E     -   0.99999597  x   0.99992484  =   0.99992081
 AB3773!UTM  17      -   0.99999597  x   0.99965194  =   0.99964792
 AB3773
 AB3773                          SUPERSEDED SURVEY CONTROL
 AB3773
 AB3773  NAD 83(1986)-  32 21 02.03875(N)    081 41 22.98202(W) AD(       ) 2
 AB3773  NGVD 29 (05/08/96)   56.03   (m)          183.8    (f) LEVELING    3  
 AB3773
 AB3773.Superseded values are not recommended for survey control.
 AB3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3773.See file dsdata.txt to determine how the superseded data were derived.
 AB3773
 AB3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3510179504(NAD 83)
 AB3773_MARKER: DD = SURVEY DISK
 AB3773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3773
 AB3773  HISTORY     - Date     Condition        Report By
 AB3773  HISTORY     - 1982     MONUMENTED       GADT
 AB3773
 AB3773                          STATION DESCRIPTION
 AB3773
 AB3773'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3773'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHWEST OF BROOKLET,
 AB3773'13.85 KM (8.6 MI) SOUTHEAST OF STATESBORO, AND 25.75 KM (16 MI) EAST
 AB3773'OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3773'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3773'ROUTE 46  LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF DENMARK, GO NORTH ALONG
 AB3773'STATE ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3773'ROAD 90733 CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD
 AB3773'90733 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 324
 AB3773'CROSSING.  CONTINUE NORTHEAST ALONG COUNTY ROAD 90733 FOR 2.55 KM (1.6
 AB3773'MI) TO BV 016 44 GADT ON THE LEFT.  CONTINUE NORTHEAST ALONG COUNTY
 AB3773'ROAD 90733 FOR 0.95 KM (0.6 MI) TO THE JUNCTION OF COUNTY PAVED ROAD
 AB3773'330 TO THE LEFT AND BV 016 43 GADT ON THE LEFT.  TURN LEFT GOING WEST
 AB3773'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AB3773'THE STATION IS A STANDARD GADT DISK STAMPED---016-236 1982---, SET
 AB3773'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3773'WITH GROUND.  IT IS LOCATED 10.97 METERS (36 FT) NORTH FROM THE
 AB3773'CENTERLINE OF THE ROAD, 52.12 METERS (171 FT) WEST FROM THE WEST END
 AB3773'OF AN 18 INCH CONCRETE SIDE DRAIN PIPE, 41.91 METERS (137.5 FT) WEST
 AB3773'FROM A POWER POLE, 31.82 METERS (104.4 FT) WEST-SOUTHWEST FROM AN
 AB3773'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 0.7 METER (2.3 FT) SOUTH
 AB3773'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3773'STAMPED---016-236 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 AB3773'METERS BELOW THE SURFACE.
 AB3773'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-236 1982
 AB3773'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3773'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.89 METERS (39 FT) SOUTH
 AB3773'FROM THE CENTERLINE OF THE ROAD, 53.16 METERS (174.4 FT) SOUTHWEST
 AB3773'FROM THE POWER POLE ON THE NORTH SIDE OF THE ROAD, 61.02 METERS (200.2
 AB3773'FT) WEST-SOUTHWEST FROM THE WEST END OF THE 18 INCH CONCRETE PIPE
 AB3773'UNDER A DRIVE TO THE NORTH, AND 0.67 METER (2.2 FT) NORTH FROM A
 AB3773'WITNESS POST. MARK IS ABOVE STATION 0.6 METERS.
 AB3773'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-236 1982
 AB3773'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3773'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 15.85 METERS (52 FT) NORTH
 AB3773'FROM THE CENTERLINE OF THE ROAD, 9.81 METERS (32.2 FT) SOUTH FROM A
 AB3773'POWER POLE, AND 0.61 METER (2 FT) SOUTH FROM A WITNESS POST. TO REACH
 AB3773'AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG COUNTY ROAD 330 FOR
 AB3773'0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT. THE UNDERGROUND
 AB3773'STATION IS A STANDARD GADT DISK STAMPED---016-236 1982 AZ MK---, SET
 AB3773'IN AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 AB3773'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3773'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3773'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3774 ***********************************************************************
 AB3774  DESIGNATION -  BV 016 236 AZ MK
 AB3774  PID         -  AB3774
 AB3774  STATE/COUNTY-  GA/BULLOCH
 AB3774  USGS QUAD   -  DENMARK (1978)
 AB3774
 AB3774                         *CURRENT SURVEY CONTROL
 AB3774  ___________________________________________________________________
 AB3774* NAD 83(1994)-  32 21 03.68340(N)    081 41 35.82004(W)     ADJUSTED  
 AB3774* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 AB3774  ___________________________________________________________________
 AB3774  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AB3774  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3774
 AB3774  HORZ ORDER  -  SECOND
 AB3774
 AB3774.The horizontal coordinates were established by classical geodetic methods
 AB3774.and adjusted by the National Geodetic Survey in September 1997..
 AB3774
 AB3774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3774
 AB3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3774
 AB3774.The geoid height was determined by GEOID03.
 AB3774
 AB3774;                    North         East     Units Scale Factor Converg.
 AB3774;SPC GA E     -   260,736.384   244,555.983   MT  0.99992447   +0 15 11.9
 AB3774;SPC GA E     -   855,432.62    802,347.42   sFT  0.99992447   +0 15 11.9
 AB3774;UTM  17      - 3,579,556.239   434,765.708   MT  0.99965248   -0 22 15.6
 AB3774
 AB3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3774!SPC GA E     -   0.99999642  x   0.99992447  =   0.99992089
 AB3774!UTM  17      -   0.99999642  x   0.99965248  =   0.99964890
 AB3774
 AB3774                          SUPERSEDED SURVEY CONTROL
 AB3774
 AB3774  NAD 83(1986)-  32 21 03.67436(N)    081 41 35.82216(W) AD(       ) 2
 AB3774  NGVD 29 (05/08/96)   53.2    (m)          175.     (f) VERT ANG       
 AB3774
 AB3774.Superseded values are not recommended for survey control.
 AB3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3774.See file dsdata.txt to determine how the superseded data were derived.
 AB3774
 AB3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3476679556(NAD 83)
 AB3774_MARKER: DD = SURVEY DISK
 AB3774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3774
 AB3774  HISTORY     - Date     Condition        Report By
 AB3774  HISTORY     - 1982     MONUMENTED       GADT
 AB3774
 AB3774                          STATION DESCRIPTION
 AB3774
 AB3774'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3774'THE STATION IS LOCATED ABOUT 4.45 KM (2.75 MI) SOUTHWEST OF BROOKLET,
 AB3774'13.6 KM (8.45 MI) SOUTHEAST OF STATESBORO, AND 25.45 KM (15.8 MI) EAST
 AB3774'OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3774'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3774'ROUTE 46 LOCTED ABOUT 1.6 KM ((1 MI) SOUTH OF DENMARK GO NORTH ALONG
 AB3774'STATE ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3774'ROAD 90733 CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD
 AB3774'90733 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 324
 AB3774'CROSSING.  CONTINUE NORTHEAST ALONG COUNTY ROAD 90733 FOR 3.5 KM (2.2
 AB3774'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 330 TO THE LEFT.  TURN LEFT
 AB3774'GOING WEST ALONG COUNTY ROAD 330 FOR 0.5 KM (0.3 MI) TO THE STATION ON
 AB3774'THE RIGHT.
 AB3774'THE STATION IS A STANDARD GADT DISK STAMPED---016-236 1982 AZ MK---,
 AB3774'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3774'FLUSH WITH GROUND.  IT IS LOCATED 15.85 METERS (52 FT) NORTH FROM THE
 AB3774'CENTERLINE OF THE ROAD, 9.81 METERS (32.2 FT) SOUTH FROM A POWER POLE,
 AB3774'AND 0.61 METER (2 FT) SOUTH FROM A WITNESS POST. THE UNDERGROUND MARK
 AB3774'IS A STANDARD GADT DISK STAMPED---016-236 1982 AZ MK---, SET INTO AN
 AB3774'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3774'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3774'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3774'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3775 ***********************************************************************
 AB3775  DESIGNATION -  BV 016 236 RM 1
 AB3775  PID         -  AB3775
 AB3775  STATE/COUNTY-  GA/BULLOCH
 AB3775  USGS QUAD   -  DENMARK (1978)
 AB3775
 AB3775                         *CURRENT SURVEY CONTROL
 AB3775  ___________________________________________________________________
 AB3775* NAD 83(1994)-  32 21 01.35092(N)    081 41 23.34142(W)     ADJUSTED  
 AB3775* NAVD 88     -        56.40   (+/-2cm)     185.0    (feet)  VERTCON   
 AB3775  ___________________________________________________________________
 AB3775  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AB3775  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3775
 AB3775  HORZ ORDER  -  SECOND
 AB3775  VERT ORDER  -  THIRD (See Below)
 AB3775
 AB3775.The horizontal coordinates were established by classical geodetic methods
 AB3775.and adjusted by the National Geodetic Survey in September 1997..
 AB3775
 AB3775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3775.The vertical order pertains to the NGVD 29 superseded value.
 AB3775
 AB3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3775
 AB3775.The geoid height was determined by GEOID03.
 AB3775
 AB3775;                    North         East     Units Scale Factor Converg.
 AB3775;SPC GA E     -   260,665.989   244,882.561   MT  0.99992483   +0 15 18.6
 AB3775;SPC GA E     -   855,201.67    803,418.87   sFT  0.99992483   +0 15 18.6
 AB3775;UTM  17      - 3,579,482.310   435,091.411   MT  0.99965195   -0 22 08.9
 AB3775
 AB3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3775!SPC GA E     -   0.99999588  x   0.99992483  =   0.99992071
 AB3775!UTM  17      -   0.99999588  x   0.99965195  =   0.99964783
 AB3775
 AB3775                          SUPERSEDED SURVEY CONTROL
 AB3775
 AB3775  NAD 83(1986)-  32 21 01.34167(N)    081 41 23.34360(W) AD(       ) 2
 AB3775  NGVD 29 (05/08/96)   56.62   (m)          185.8    (f) LEVELING    3  
 AB3775
 AB3775.Superseded values are not recommended for survey control.
 AB3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3775.See file dsdata.txt to determine how the superseded data were derived.
 AB3775
 AB3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3509179482(NAD 83)
 AB3775_MARKER: DD = SURVEY DISK
 AB3775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3775
 AB3775  HISTORY     - Date     Condition        Report By
 AB3775  HISTORY     - 1982     MONUMENTED       GADT
 AB3775
 AB3775                          STATION DESCRIPTION
 AB3775
 AB3775'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3775'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHWEST OF BROOKLET,
 AB3775'13.85 KM (8.6 MI) SOUTHEAST OF STATESBORO, AND 25.75 KM (16 MI) EAST
 AB3775'OF PULASKI. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3775'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3775'ROUTE 46 LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF DENMARK, GO NORTH ALONG
 AB3775'STATE ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY PAVED
 AB3775'ROAD 90733 CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD
 AB3775'90733 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 324
 AB3775'CROSSING.  CONTINUE NORTHEAST ALONG COUNTY ROAD 90733 FOR 3.5 KM (2.2
 AB3775'MI) TO THE JUNCTION OF COUNTY PAVED ROAD 330 TO THE LEFT.  TURN LEFT
 AB3775'GOING WEST ALONG COUNTY ROAD 330 FOR 0.1 KM (0.05 MI) TO THE STATION
 AB3775'ON THE LEFT.
 AB3775'THE STATION IS A STANDARD GADT DISK STAMPED---016-236 1982 RM 1---,
 AB3775'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3775'FLUSH WITH GROUND.  IT IS LOCATED 11.89 METERS (39 FT) SOUTH FROM THE
 AB3775'CENTERLINE OF THE ROAD, 53.16 METERS (174.4 FT) SOUTHWEST FROM A POWER
 AB3775'POLE ON THE NORTH SIDE OF THE ROAD, 61.02 METERS (200.2 FT)
 AB3775'WEST-SOUTHWEST FROM THE WEST END OF AN 18 INCH PIPE UNDER A DRIVEWAY
 AB3775'TO THE NORTH, AND 0.67 METER (2.2 FT) NORTH FROM A WITNESS POST.
 AB3775'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3775'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3775'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3776 ***********************************************************************
 AB3776  DESIGNATION -  BV 016 237
 AB3776  PID         -  AB3776
 AB3776  STATE/COUNTY-  GA/BULLOCH
 AB3776  USGS QUAD   -  STILSON (1978)
 AB3776
 AB3776                         *CURRENT SURVEY CONTROL
 AB3776  ___________________________________________________________________
 AB3776* NAD 83(1994)-  32 20 31.57759(N)    081 36 10.51504(W)     ADJUSTED  
 AB3776* NAVD 88     -        37.2    (meters)     122.     (feet)  VERTCON   
 AB3776  ___________________________________________________________________
 AB3776  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3776  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AB3776
 AB3776  HORZ ORDER  -  SECOND
 AB3776
 AB3776.The horizontal coordinates were established by classical geodetic methods
 AB3776.and adjusted by the National Geodetic Survey in September 1997..
 AB3776
 AB3776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3776
 AB3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3776
 AB3776.The geoid height was determined by GEOID03.
 AB3776
 AB3776;                    North         East     Units Scale Factor Converg.
 AB3776;SPC GA E     -   259,788.680   253,066.434   MT  0.99993472   +0 18 05.7
 AB3776;SPC GA E     -   852,323.36    830,268.79   sFT  0.99993472   +0 18 05.7
 AB3776;UTM  17      - 3,578,516.169   443,262.920   MT  0.99963970   -0 19 21.2
 AB3776
 AB3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3776!SPC GA E     -   0.99999892  x   0.99993472  =   0.99993364
 AB3776!UTM  17      -   0.99999892  x   0.99963970  =   0.99963862
 AB3776
 AB3776                          SUPERSEDED SURVEY CONTROL
 AB3776
 AB3776  NAD 83(1986)-  32 20 31.57434(N)    081 36 10.45768(W) AD(       ) 2
 AB3776  NGVD 29 (05/08/96)   37.5    (m)          123.     (f) VERT ANG       
 AB3776
 AB3776.Superseded values are not recommended for survey control.
 AB3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3776.See file dsdata.txt to determine how the superseded data were derived.
 AB3776
 AB3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4326378516(NAD 83)
 AB3776_MARKER: DD = SURVEY DISK
 AB3776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3776
 AB3776  HISTORY     - Date     Condition        Report By
 AB3776  HISTORY     - 1982     MONUMENTED       GADT
 AB3776
 AB3776                          STATION DESCRIPTION
 AB3776
 AB3776'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3776'THE STATION IS LOCATED ABOUT 7.15 KM (4.45 MI) SOUTHEAST OF BROOKLET,
 AB3776'12.9 KM (8 MI) EAST-NORTHEAST OF DENMARK, AND 19.8 KM (12.3 MI) WEST
 AB3776'OF GUYTON. OWNERSHIP--EARLE LESTER, ROUTE 2, BROOKLET, GA 30415. PHONE
 AB3776'912 842 9479.
 AB3776'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 CONN AND
 AB3776'U.S. HIIGHWAY 80 (STATE ROUTE 26), LOCATED ABOUT 0.8 KM (0.5 MI) WEST
 AB3776'OF THE COMMUNITY OF STILSON, GO WESTERLY ALONG U.S. HIGHWAY 80 FOR
 AB3776'2.75 KM (1.7 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 696 TO THE RIGHT
 AB3776'NOT SEEN ON COUNTY MAP.  CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 1.85
 AB3776'KM (1.15 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 91838 TO THE LEFT
 AB3776'AND COUNTY DIRT ROAD 402 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG
 AB3776'COUNTY ROAD 402 FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 AB3776'THE STATION IS A STANDARD GADT DISK STAMPED---016-237 1982---, SET
 AB3776'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3776'5.1 CM BELOW THE GROUND.  IT IS LOCATED 9.14 METERS (30.00 FT)
 AB3776'WEST-NORTHWEST FROM THE CENTERLINE OF THE ROAD, 45.72 METERS (150.0
 AB3776'FT) NORTH FROM A BRACE POLE ON THE EAST SIDE OF THE ROAD, 19.90 METERS
 AB3776'(65.30 FT) SOUTH-SOUTHWEST FROM A 20 INCH PINE TREE, AND 0.88 METER
 AB3776'(2.9 FT) EAST-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3776'NOT SET DUE TO EXCESS WATER SEAPAGE.
 AB3776'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-237
 AB3776'GADT RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3776'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 5.18 METERS
 AB3776'(17.00 FT) EAST FROM THE CENTERLINE OF THE ROAD, 11.49 METERS (37.7
 AB3776'FT) SOUTHEAST FROM THE 20 INCH PINE TREE TO THE WEST OF THE ROAD,
 AB3776'24.08 METERS (79.00 FT) SOUTH-SOUTHWEST FROM A POWER POLE, AND 0.49
 AB3776'METER (1.6 FT) WEST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3776'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---016-237 1982
 AB3776'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3776'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 6.71 METERS
 AB3776'(22.00 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 21.03 METERS
 AB3776'(69.00 FT) WEST FROM A 36 INCH PECAN TREE, 26.21 METERS (86.00 FT)
 AB3776'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE BLOCK SQUARE
 AB3776'CURB FOR A WELL, 25.15 METERS (82.50 FT) NORTH-NORTHWEST FROM A CORNER
 AB3776'FENCE POST TO THE SOUTH OF THE ROAD, AND 2.9 METERS (9.7 FT)
 AB3776'WEST-NORTHWEST FROM A WITNESS POST. TO REACH AZIMUTH MARK FROM THE
 AB3776'STATION PROCEED GOING NORTH ALONG COUNTY ROAD 402 FOR 0.15 KM (0.1 MI)
 AB3776'TO THE JUNCTION OF DIRT COUNTY ROAD 404 CROSSING AND STATION P 210
 AB3776'1955 IN THE NORTHEAST QUADRANT.  TURN RIGHT GOING EAST ALONG COUNTY
 AB3776'ROAD 404 FOR 0.15 KM (0.1 MI) TO THE AZIMUTH MARK ON THE LEFT. THE
 AB3776'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-237 1982 AZ
 AB3776'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE
 AB3776'SURFACE.
 AB3776'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3776'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3776'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3777 ***********************************************************************
 AB3777  DESIGNATION -  BV 016 237 AZ MK
 AB3777  PID         -  AB3777
 AB3777  STATE/COUNTY-  GA/BULLOCH
 AB3777  USGS QUAD   -  STILSON (1978)
 AB3777
 AB3777                         *CURRENT SURVEY CONTROL
 AB3777  ___________________________________________________________________
 AB3777* NAD 83(1994)-  32 20 34.38788(N)    081 36 01.57134(W)     ADJUSTED  
 AB3777* NAVD 88     -        37.6    (meters)     123.     (feet)  VERTCON   
 AB3777  ___________________________________________________________________
 AB3777  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AB3777  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AB3777
 AB3777  HORZ ORDER  -  SECOND
 AB3777
 AB3777.The horizontal coordinates were established by classical geodetic methods
 AB3777.and adjusted by the National Geodetic Survey in September 1997..
 AB3777
 AB3777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3777
 AB3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3777
 AB3777.The geoid height was determined by GEOID03.
 AB3777
 AB3777;                    North         East     Units Scale Factor Converg.
 AB3777;SPC GA E     -   259,876.474   253,299.837   MT  0.99993502   +0 18 10.6
 AB3777;SPC GA E     -   852,611.40    831,034.55   sFT  0.99993502   +0 18 10.6
 AB3777;UTM  17      - 3,578,601.389   443,497.196   MT  0.99963937   -0 19 16.4
 AB3777
 AB3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3777!SPC GA E     -   0.99999886  x   0.99993502  =   0.99993388
 AB3777!UTM  17      -   0.99999886  x   0.99963937  =   0.99963823
 AB3777
 AB3777                          SUPERSEDED SURVEY CONTROL
 AB3777
 AB3777  NAD 83(1986)-  32 20 34.38196(N)    081 36 01.51235(W) AD(       ) 2
 AB3777  NGVD 29 (05/08/96)   37.8    (m)          124.     (f) VERT ANG       
 AB3777
 AB3777.Superseded values are not recommended for survey control.
 AB3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3777.See file dsdata.txt to determine how the superseded data were derived.
 AB3777
 AB3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4349778601(NAD 83)
 AB3777_MARKER: DD = SURVEY DISK
 AB3777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3777
 AB3777  HISTORY     - Date     Condition        Report By
 AB3777  HISTORY     - 1982     MONUMENTED       GADT
 AB3777
 AB3777                          STATION DESCRIPTION
 AB3777
 AB3777'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3777'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) SOUTHEAST OF BROOKLET,
 AB3777'13.35 KM (8.3 MI) EAST-NORTHEAST OF DENMARK, AND 19.3 KM (12 MI) WEST
 AB3777'OF GUYTON. OWNERSHIP--LYNWOOD MCELEEVEN, TELEPHONE 912 842 9479.
 AB3777'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 CONN AND
 AB3777'U.S. HIGHWAY 80 (STATE ROUTE 26), LOCATED ABOUT 0.8 KM (0.5 MI) WEST
 AB3777'OF THE COMMUNITY OF STILSON, GO WESTERLY ALONG U.S. HIGHWAY 80 FOR
 AB3777'2.75 KM (1.7 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 696 TO THE RIGHT.
 AB3777'CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 1.85 KM (1.15 MI) TO THE
 AB3777'JUNCTION OF COUNTY PAVED ROAD 91838 TO THE LEFT AND COUNTY DIRT ROAD
 AB3777'402 TO THE RIGHT.  TURN RIGHT AND GO NORTH ALONG COUNTY ROAD 402 FOR
 AB3777'0.95 KM (0.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 404 CROSSING.
 AB3777'TURN RIGHT GOING EAST ALONG COUNTY ROAD 404 FOR 0.15 KM (0.1 MI) TO
 AB3777'THE STATION ON THE LEFT.
 AB3777'THE STATION IS A STANDARD GADT DISK STAMPED---016-237 1982 AZ MK---,
 AB3777'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3777'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 6.71 METERS (22.00
 AB3777'FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 21.03 METERS (69.00 FT)
 AB3777'WEST FROM A 36 INCH PECAN TREE, 26.21 METERS (86.00 FT)
 AB3777'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE BLOCK WELL
 AB3777'SQUARE CURB, 25.15 METERS (82.50 FT) NORTH-NORTHWEST FROM A CORNER
 AB3777'FENCE POST TO THE SOUTH OF THE ROAD, AND 2.96 METERS (9.7 FT)
 AB3777'WEST-NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3777'GADT DISK STAMPED---016-237 1982 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3777'OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3777'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3777'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3777'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3778 ***********************************************************************
 AB3778  DESIGNATION -  BV 016 237 RM 1
 AB3778  PID         -  AB3778
 AB3778  STATE/COUNTY-  GA/BULLOCH
 AB3778  USGS QUAD   -  STILSON (1978)
 AB3778
 AB3778                         *CURRENT SURVEY CONTROL
 AB3778  ___________________________________________________________________
 AB3778* NAD 83(1994)-  32 20 31.81541(N)    081 36 09.77598(W)     ADJUSTED  
 AB3778* NAVD 88     -        37.58   (+/-2cm)     123.3    (feet)  VERTCON   
 AB3778  ___________________________________________________________________
 AB3778  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3778  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AB3778
 AB3778  HORZ ORDER  -  SECOND
 AB3778  VERT ORDER  -  THIRD (See Below)
 AB3778
 AB3778.The horizontal coordinates were established by classical geodetic methods
 AB3778.and adjusted by the National Geodetic Survey in September 1997..
 AB3778
 AB3778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3778.The vertical order pertains to the NGVD 29 superseded value.
 AB3778
 AB3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3778
 AB3778.The geoid height was determined by GEOID03.
 AB3778
 AB3778;                    North         East     Units Scale Factor Converg.
 AB3778;SPC GA E     -   259,796.107   253,085.721   MT  0.99993474   +0 18 06.1
 AB3778;SPC GA E     -   852,347.73    830,332.07   sFT  0.99993474   +0 18 06.1
 AB3778;UTM  17      - 3,578,523.383   443,282.280   MT  0.99963967   -0 19 20.8
 AB3778
 AB3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3778!SPC GA E     -   0.99999886  x   0.99993474  =   0.99993360
 AB3778!UTM  17      -   0.99999886  x   0.99963967  =   0.99963853
 AB3778
 AB3778                          SUPERSEDED SURVEY CONTROL
 AB3778
 AB3778  NAD 83(1986)-  32 20 31.81192(N)    081 36 09.71852(W) AD(       ) 2
 AB3778  NGVD 29 (05/08/96)   37.81   (m)          124.0    (f) LEVELING    3  
 AB3778
 AB3778.Superseded values are not recommended for survey control.
 AB3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3778.See file dsdata.txt to determine how the superseded data were derived.
 AB3778
 AB3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4328278523(NAD 83)
 AB3778_MARKER: DD = SURVEY DISK
 AB3778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3778
 AB3778  HISTORY     - Date     Condition        Report By
 AB3778  HISTORY     - 1982     MONUMENTED       GADT
 AB3778
 AB3778                          STATION DESCRIPTION
 AB3778
 AB3778'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3778'THE STATION IS LOCATED ABOUT 7.15 KM (4.45 MI) SOUTHEAST OF BROOKLET,
 AB3778'12.9 KM (8 MI) EAST-NORTHEAST OF DENMARK, AND 19.8 KM (12.3 MI) WEST
 AB3778'OF GUYTON. OWNERSHIP--EARLE LESTER, ROUTTE 2, BROOKLET, GA 30415.
 AB3778'TELEPHONE 912 842 9479.
 AB3778'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 CONN AND
 AB3778'U.S. HIGHWAY 80 (STATE ROUTE 26), LOCATED ABOUT 0.8 KM (0.5 MI) WEST
 AB3778'OF THE COMMUNITY OF STILSON, GO WESTERLY ALONG U.S. HIGHWAY 80 FOR
 AB3778'2.75 KM (1.7 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 696 TO THE RIGHT.
 AB3778'CONTINUE WEST ALONG U.S. HIGHWAY 80 FOR 1.85 KM (1.15 MI) TO THE
 AB3778'JUNCTION OF PAVED COUNTY ROAD 91838 TO THE LEFT AND COUNTY DIRT ROAD
 AB3778'402 TO THE RIGHT.  TURN RIGHT AND GO NORTH ALONG COUNTY ROAD 402 FOR
 AB3778'0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 AB3778'THE STATION IS A STANDARD GADT DISK STAMPED---016-237 1982 RM 1---,
 AB3778'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 11.49 METERS (37.70
 AB3778'FT) SOUTHEAST FROM A 20 INCH PINE TREE ON THE WEST SIDE OF THE ROAD,
 AB3778'24.08 METERS (79.00 FT) SOUTH-SOUTHWEST FROM A POWER POLE, AND 0.49
 AB3778'METER (1.6 FT) WEST FROM A WITNESS POST.
 AB3778'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3778'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3778'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5897 ***********************************************************************
 CK5897  DESIGNATION -  BV 016 238
 CK5897  PID         -  CK5897
 CK5897  STATE/COUNTY-  GA/BULLOCH
 CK5897  USGS QUAD   -  STILSON (1978)
 CK5897
 CK5897                         *CURRENT SURVEY CONTROL
 CK5897  ___________________________________________________________________
 CK5897* NAD 83(1994)-  32 16 32.75225(N)    081 31 58.23198(W)     ADJUSTED  
 CK5897* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 CK5897  ___________________________________________________________________
 CK5897  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK5897  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CK5897
 CK5897  HORZ ORDER  -  SECOND
 CK5897
 CK5897.The horizontal coordinates were established by classical geodetic methods
 CK5897.and adjusted by the National Geodetic Survey in September 1997..
 CK5897
 CK5897.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5897
 CK5897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5897
 CK5897.The geoid height was determined by GEOID03.
 CK5897
 CK5897;                    North         East     Units Scale Factor Converg.
 CK5897;SPC GA E     -   252,469.473   259,706.670   MT  0.99994395   +0 20 18.5
 CK5897;SPC GA E     -   828,310.26    852,054.30   sFT  0.99994395   +0 20 18.5
 CK5897;UTM  17      - 3,571,127.373   449,821.111   MT  0.99963105   -0 17 04.3
 CK5897
 CK5897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5897!SPC GA E     -   0.99999997  x   0.99994395  =   0.99994392
 CK5897!UTM  17      -   0.99999997  x   0.99963105  =   0.99963102
 CK5897
 CK5897                          SUPERSEDED SURVEY CONTROL
 CK5897
 CK5897  NAD 83(1986)-  32 16 32.76175(N)    081 31 58.24261(W) AD(       ) 2
 CK5897  NGVD 29 (10/08/91)   30.9    (m)          101.     (f) VERT ANG       
 CK5897
 CK5897.Superseded values are not recommended for survey control.
 CK5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5897.See file dsdata.txt to determine how the superseded data were derived.
 CK5897
 CK5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4982171127(NAD 83)
 CK5897_MARKER: DD = SURVEY DISK
 CK5897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5897+STABILITY: SURFACE MOTION
 CK5897
 CK5897  HISTORY     - Date     Condition        Report By
 CK5897  HISTORY     - 1982     MONUMENTED       GADT
 CK5897
 CK5897                          STATION DESCRIPTION
 CK5897
 CK5897'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5897'THE STATION IS LOCATED APPROXIMATELY
 CK5897'5.65 KM (3.5 MI) SOUTH OF STILSON, 14.25 KM (8.85 MI)
 CK5897'WEST-SOUTHWEST OF GUYTON, AND 17.7 KM (11 MI) NORTHEAST
 CK5897'OF PEMBROKE.
 CK5897'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5897'
 CK5897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5897'(STATE ROUTE 26) AND STATE ROUTE 119 CONNECTOR LOCATED
 CK5897'APPROXIMATELY 0.8 KM (0.5 MI) WEST OF STILSON, GO EAST ALONG
 CK5897'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 4.35 KM (2.7 MI) TO THE
 CK5897'JUNCTION OF PAVED COUNTY ROAD 92524 CROSSING AND THE OLD
 CK5897'FELLOWSHIP BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING EAST
 CK5897'ALONG U.S. HIGHWAY 80 FOR 0.95 KM (0.6 MI) TO THE AZIMUTH
 CK5897'MARK ON THE RIGHT.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 80
 CK5897'FOR 1.15 KM (0.7 MI) TO THE STATION ON THE LEFT.
 CK5897'
 CK5897'THE STATION IS A STANDARD GADT DISK
 CK5897'STAMPED---016-238 1982---,
 CK5897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5897'FLUSH WITH GROUND.  IT IS LOCATED
 CK5897'12.65 METERS (41.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5897'U.S. HIGHWAY 80,
 CK5897'15.33 METERS (50.30 FT) WEST-NORTHWEST FROM A 10 INCH WATER OAK
 CK5897'TREE,
 CK5897'4.33 METERS (14.20 FT) SOUTHWEST FROM A 10 INCH TWIN RED OAK TREE,
 CK5897'49.68 METERS (163.0 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF AN
 CK5897'18 INCH CONCRETE PIPE UNDER A DRIVE TO THE NORTH, AND
 CK5897'0.91 METER (3.00 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5897'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5897'STAMPED---016-238 1982---,
 CK5897'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5897'
 CK5897'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5897'STAMPED---016-238 1982 RM 1---,
 CK5897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5897'FLUSH WITH GROUND.  IT IS LOCATED
 CK5897'11.16 METERS (36.60 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5897'U.S. HIGHWAY 80,
 CK5897'9.24 METERS (30.30 FT) NORTHWEST FROM A 6 INCH TWIN WATER OAK,
 CK5897'8.84 METERS (29.00 FT) SOUTHWEST FROM THE 10 INCH WATER OAK,
 CK5897'3.75 METERS (12.30 FT) EAST FROM A MAIL BOX POST WITH 3 BOXES
 CK5897'ON TOP OF THE POST, AND
 CK5897'0.91 METER (3.00 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5897'MARK IS LEVEL WITH STATION.
 CK5897'
 CK5897'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5897'STAMPED---016-238 1982 AZ MK---,
 CK5897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5897'FLUSH WITH GROUND.  IT IS LOCATED
 CK5897'12.13 METERS (39.80 FT) WEST FROM THE CENTERLINE OF U.S.
 CK5897'HIGHWAY 80,
 CK5897'1.83 METERS (6.00 FT) SOUTHEAST FROM A POWER POLE,
 CK5897'9.02 METERS (29.60 FT) EAST-NORTHEAST FROM A 24 INCH PECAN TREE,
 CK5897'22.40 METERS (73.50 FT) NORTH-NORTHEAST FROM A 48 INCH PECAN
 CK5897'TREE, AND
 CK5897'0.91 METER (3.00 FT) EAST FROM A WITNESS POST.
 CK5897'
 CK5897'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5897'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5897'STAMPED---016-238 1982 AZ MK---,
 CK5897'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK5897'SURFACE.
 CK5897'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5897'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5897'
 CK5897'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5898 ***********************************************************************
 CK5898  DESIGNATION -  BV 016 238 AZ MK
 CK5898  PID         -  CK5898
 CK5898  STATE/COUNTY-  GA/BULLOCH
 CK5898  USGS QUAD   -  STILSON (1978)
 CK5898
 CK5898                         *CURRENT SURVEY CONTROL
 CK5898  ___________________________________________________________________
 CK5898* NAD 83(1994)-  32 17 04.22307(N)    081 32 15.97066(W)     ADJUSTED  
 CK5898* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 CK5898  ___________________________________________________________________
 CK5898  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CK5898  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 CK5898
 CK5898  HORZ ORDER  -  SECOND
 CK5898
 CK5898.The horizontal coordinates were established by classical geodetic methods
 CK5898.and adjusted by the National Geodetic Survey in September 1997..
 CK5898.No horizontal observational check was made to the station.
 CK5898
 CK5898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5898
 CK5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5898
 CK5898.The geoid height was determined by GEOID03.
 CK5898
 CK5898;                    North         East     Units Scale Factor Converg.
 CK5898;SPC GA E     -   253,436.073   259,236.814   MT  0.99994326   +0 20 09.3
 CK5898;SPC GA E     -   831,481.52    850,512.78   sFT  0.99994326   +0 20 09.3
 CK5898;UTM  17      - 3,572,098.723   449,361.938   MT  0.99963162   -0 17 14.1
 CK5898
 CK5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5898!SPC GA E     -   1.00000009  x   0.99994326  =   0.99994335
 CK5898!UTM  17      -   1.00000009  x   0.99963162  =   0.99963171
 CK5898
 CK5898                          SUPERSEDED SURVEY CONTROL
 CK5898
 CK5898  NAD 83(1986)-  32 17 04.23245(N)    081 32 15.98161(W) AD(       ) 2
 CK5898  NGVD 29 (10/08/91)   30.     (m)           98.     (f) VERT ANG       
 CK5898
 CK5898.Superseded values are not recommended for survey control.
 CK5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5898.See file dsdata.txt to determine how the superseded data were derived.
 CK5898
 CK5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4936272099(NAD 83)
 CK5898_MARKER: DD = SURVEY DISK
 CK5898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5898_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5898+STABILITY: SURFACE MOTION
 CK5898
 CK5898  HISTORY     - Date     Condition        Report By
 CK5898  HISTORY     - 1982     MONUMENTED       GADT
 CK5898
 CK5898                          STATION DESCRIPTION
 CK5898
 CK5898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5898'THE STATION IS LOCATED 4.5 KM (2.8 MI) SOUTH OF STILSON,
 CK5898'14.35 KM (8.9 MI) WEST-SOUTHWEST OF GUYTON, AND 18.35 KM
 CK5898'(11.40 MI) NORTHEAST OF PEMBROKE.
 CK5898'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5898'
 CK5898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5898'(STATE ROUTE 26) AND STATE ROUTE 119 CONNECTOR LOCATED
 CK5898'APPROXIMATELY 0.8 KM (0.5 MI) WEST OF STILSON, GO EAST ALONG
 CK5898'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 4.35 KM (2.7 MI) TO THE
 CK5898'JUNCTION OF PAVED COUNTY ROAD 92524 CROSSING AND THE OLD
 CK5898'FELLOWSHIP BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING EAST
 CK5898'ALONG U.S. HIGHWAY 80 FOR 0.95 KM (0.6 MI) TO THE STATION ON
 CK5898'THE RIGHT.
 CK5898'
 CK5898'THE STATION IS A STANDARD GADT DISK
 CK5898'STAMPED---016-238 1982 AZ MK---,
 CK5898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5898'FLUSH WITH GROUND.  IT IS LOCATED
 CK5898'12.13 METERS (39.80 FT) WEST FROM THE CENTERLINE OF U.S.
 CK5898'HIGHWAY 80,
 CK5898'1.83 METERS (6.00 FT) SOUTHEAST FROM A POWER POLE,
 CK5898'9.02 METERS (29.60 FT) EAST-NORTHEAST FROM A 24 INCH PECAN TREE,
 CK5898'22.40 METERS (73.50 FT) NORTH-NORTHEAST FROM A 48 INCH PECAN TREE,
 CK5898'AND
 CK5898'0.91 METER (3.0 FT) EAST FROM A WITNESS POST.
 CK5898'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5898'STAMPED---016-238 1982 AZ MK---,
 CK5898'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5898'
 CK5898'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5898'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5898'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5898'
 CK5898'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5899 ***********************************************************************
 CK5899  DESIGNATION -  BV 016 238 RM 1
 CK5899  PID         -  CK5899
 CK5899  STATE/COUNTY-  GA/BULLOCH
 CK5899  USGS QUAD   -  STILSON (1978)
 CK5899
 CK5899                         *CURRENT SURVEY CONTROL
 CK5899  ___________________________________________________________________
 CK5899* NAD 83(1994)-  32 16 32.10521(N)    081 31 58.06897(W)     ADJUSTED  
 CK5899* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 CK5899  ___________________________________________________________________
 CK5899  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK5899  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CK5899
 CK5899  HORZ ORDER  -  SECOND
 CK5899
 CK5899.The horizontal coordinates were established by classical geodetic methods
 CK5899.and adjusted by the National Geodetic Survey in September 1997..
 CK5899
 CK5899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5899
 CK5899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5899
 CK5899.The geoid height was determined by GEOID03.
 CK5899
 CK5899;                    North         East     Units Scale Factor Converg.
 CK5899;SPC GA E     -   252,449.568   259,711.053   MT  0.99994395   +0 20 18.6
 CK5899;SPC GA E     -   828,244.96    852,068.68   sFT  0.99994395   +0 20 18.6
 CK5899;UTM  17      - 3,571,107.429   449,825.276   MT  0.99963104   -0 17 04.3
 CK5899
 CK5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5899!SPC GA E     -   0.99999994  x   0.99994395  =   0.99994389
 CK5899!UTM  17      -   0.99999994  x   0.99963104  =   0.99963098
 CK5899
 CK5899                          SUPERSEDED SURVEY CONTROL
 CK5899
 CK5899  NAD 83(1986)-  32 16 32.11471(N)    081 31 58.07960(W) AD(       ) 2
 CK5899  NGVD 29 (10/08/91)   31.1    (m)          102.     (f) H LEVEL        
 CK5899
 CK5899.Superseded values are not recommended for survey control.
 CK5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5899.See file dsdata.txt to determine how the superseded data were derived.
 CK5899
 CK5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4982571107(NAD 83)
 CK5899_MARKER: DD = SURVEY DISK
 CK5899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5899+STABILITY: SURFACE MOTION
 CK5899
 CK5899  HISTORY     - Date     Condition        Report By
 CK5899  HISTORY     - 1982     MONUMENTED       GADT
 CK5899
 CK5899                          STATION DESCRIPTION
 CK5899
 CK5899'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5899'THE STATION IS LOCATED APPROXIMATELY 5.65 KM (3.5 MI) SOUTH
 CK5899'OF STILSON, 14.25 KM (8.85 MI) WEST-SOUTHWEST OF GUYTON, AND
 CK5899'17.7 KM (11 MI) NORTHEAST OF PEMBROKE.
 CK5899'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5899'
 CK5899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5899'(STATE ROUTE 26) AND STATE ROUTE 119 CONNECTOR LOCATED
 CK5899'APPROXIMATELY 0.8 KM (0.5 MI) WEST OF STILSON, GO EAST ALONG
 CK5899'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 4.35 KM (2.7 MI) TO THE
 CK5899'JUNCTION OF PAVED COUNTY ROAD 92524 CROSSING AND THE OLD
 CK5899'FELLOWSHIP BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING EAST
 CK5899'ALONG U.S. HIGHWAY 80 FOR 2.1 KM (1.3 MI) TO THE STATION ON THE
 CK5899'LEFT.
 CK5899'
 CK5899'THE STATION IS A STANDARD GADT DISK
 CK5899'STAMPED---016-238 1982 RM 1---,
 CK5899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5899'FLUSH WITH GROUND.  IT IS LOCATED
 CK5899'11.16 METERS (36.60 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5899'U.S. HIGHWAY 80,
 CK5899'9.24 METERS (30.30 FT) NORTHWEST FROM A 6 INCH TWIN WATER OAK,
 CK5899'8.84 METERS (29.00 FT) SOUTHWEST FROM A 10 INCH WATER OAK,
 CK5899'3.75 METERS (12.30 FT) EAST FROM A MAIL BOX POST WITH 3 BOXES
 CK5899'ON TOP OF THE POST, AND
 CK5899'0.91 METER (3.00 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5899'
 CK5899'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5899'COUNTY ROAD NUMBERS OBTAINED FROM -- GENERAL HIGHWAY MAP BRYAN
 CK5899'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5899'
 CK5899'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6442 ***********************************************************************
 CK6442  DESIGNATION -  BV 016 239
 CK6442  PID         -  CK6442
 CK6442  STATE/COUNTY-  GA/BULLOCH
 CK6442  USGS QUAD   -  LANIER (1976)
 CK6442
 CK6442                         *CURRENT SURVEY CONTROL
 CK6442  ___________________________________________________________________
 CK6442* NAD 83(1994)-  32 13 09.46471(N)    081 32 19.44073(W)     ADJUSTED  
 CK6442* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 CK6442  ___________________________________________________________________
 CK6442  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CK6442  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CK6442
 CK6442  HORZ ORDER  -  SECOND
 CK6442
 CK6442.The horizontal coordinates were established by classical geodetic methods
 CK6442.and adjusted by the National Geodetic Survey in September 1997..
 CK6442
 CK6442.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6442
 CK6442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6442
 CK6442.The geoid height was determined by GEOID03.
 CK6442
 CK6442;                    North         East     Units Scale Factor Converg.
 CK6442;SPC GA E     -   246,204.787   259,188.311   MT  0.99994319   +0 20 05.3
 CK6442;SPC GA E     -   807,756.87    850,353.65   sFT  0.99994319   +0 20 05.3
 CK6442;UTM  17      - 3,564,870.643   449,234.900   MT  0.99963178   -0 17 14.1
 CK6442
 CK6442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6442!SPC GA E     -   1.00000016  x   0.99994319  =   0.99994335
 CK6442!UTM  17      -   1.00000016  x   0.99963178  =   0.99963194
 CK6442
 CK6442:                Primary Azimuth Mark                     Grid Az
 CK6442:SPC GA E     -  BV 016 239 AZ MK                         043 00 47.8
 CK6442:UTM  17      -  BV 016 239 AZ MK                         043 38 07.2
 CK6442
 CK6442|---------------------------------------------------------------------|
 CK6442| PID    Reference Object                     Distance      Geod. Az  |
 CK6442|                                                           dddmmss.s |
 CK6442| CK6443 BV 016 239 AZ MK                    413.252 METERS 0432053.1 |
 CK6442|---------------------------------------------------------------------|
 CK6442
 CK6442                          SUPERSEDED SURVEY CONTROL
 CK6442
 CK6442  NAD 83(1986)-  32 13 09.47192(N)    081 32 19.44955(W) AD(       ) 2
 CK6442  NGVD 29 (03/31/94)   29.7    (m)           97.     (f) VERT ANG       
 CK6442
 CK6442.Superseded values are not recommended for survey control.
 CK6442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6442.See file dsdata.txt to determine how the superseded data were derived.
 CK6442
 CK6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4923564871(NAD 83)
 CK6442_MARKER: DD = SURVEY DISK
 CK6442_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK6442+WITH SETTING: PAVEMENT
 CK6442_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK6442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6442+STABILITY: SURFACE MOTION
 CK6442
 CK6442  HISTORY     - Date     Condition        Report By
 CK6442  HISTORY     - 1982     MONUMENTED       GADT
 CK6442
 CK6442                          STATION DESCRIPTION
 CK6442
 CK6442'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6442'THE STATION IS LOCATED APPROXIMATELY 9.35 KM (5.8 MI)
 CK6442'WEST-NORTHWEST FROM BLITCHTON, 15.3 KM (9.5 MI) SOUTHWEST FROM
 CK6442'PINEORA, AND 12.4 KM (7.7 MI) NORTHEAST FROM PEMBROKE.
 CK6442'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6442'
 CK6442'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 119
 CK6442'AND INTERSTATE HIGHWAY 16, ABOUT 12.4 KM (7.7 MI)
 CK6442'NORTHEAST FROM PEMBROKE.  THE STATION IS IN THE APPROXIMATE
 CK6442'CENTER OF STATE ROUTE 119 BRIDGE OVER INTERSTATE HIGHWAY 16
 CK6442'AND ABOUT 0.9 METER  (3 FT) FROM THE EAST CURB.
 CK6442'
 CK6442'THE STATION IS A STANDARD GADT DISK
 CK6442'STAMPED---016-239 1982---,
 CK6442'SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE SURFACE OF THE
 CK6442'BRIDGE AND FLUSH WITH THE SURFACE OF THE BRIDGE.
 CK6442'IT IS LOCATED
 CK6442'5.39 METERS (17.7 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6442'STATE ROUTE 119,
 CK6442'39.08 METERS (128.2 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST
 CK6442'PARAPET BARRIER END POST OF THE BRIDGE,
 CK6442'45.05 METERS (147.8 FT) SOUTHWEST FROM THE NORTHEAST PARAPET
 CK6442'BARRIER END POST OF THE BRIDGE, AND
 CK6442'1.16 METERS (3.8 FT) WEST-NORTHWEST FROM THE EASTERNMOST CURB
 CK6442'OF THE BRIDGE.
 CK6442'
 CK6442'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6442'STAMPED---016-239 1982 AZ MK---,
 CK6442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6442'FLUSH WITH GROUND.  IT IS LOCATED
 CK6442'17.43 METERS (57.2 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6442'STATE ROUTE 46,
 CK6442'7.53 METERS (24.7 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6442'WOODS ROAD,
 CK6442'5.18 METERS (17 FT) SOUTHEAST FROM THE NORTH END OF AN 18 INCH
 CK6442'CONCRETE SIDE DRAIN PIPE UNDER THE DIRT ROAD, AND
 CK6442'1.04 METERS (3.4 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK6442'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6442'STAMPED---016-239 1982 AZ MK---,
 CK6442'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK6442'GROUND.
 CK6442'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG STATE
 CK6442'ROUTE 119 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE ROUTE 46
 CK6442'CROSSING, A WOODS ROAD AHEAD, AND THE AZIMUTH MARK IN THE
 CK6442'NORTHWEST QUADRANT OF THE INTERSECTION.
 CK6442'
 CK6442'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6442'
 CK6442'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6442'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6442'
 CK6442'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6443 ***********************************************************************
 CK6443  DESIGNATION -  BV 016 239 AZ MK
 CK6443  PID         -  CK6443
 CK6443  STATE/COUNTY-  GA/BULLOCH
 CK6443  USGS QUAD   -  LANIER (1976)
 CK6443
 CK6443                         *CURRENT SURVEY CONTROL
 CK6443  ___________________________________________________________________
 CK6443* NAD 83(1994)-  32 13 19.22065(N)    081 32 08.60735(W)     ADJUSTED  
 CK6443* NAVD 88     -        20.3    (meters)      67.     (feet)  VERTCON   
 CK6443  ___________________________________________________________________
 CK6443  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CK6443  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CK6443
 CK6443  HORZ ORDER  -  SECOND
 CK6443
 CK6443.The horizontal coordinates were established by classical geodetic methods
 CK6443.and adjusted by the National Geodetic Survey in September 1997..
 CK6443.No horizontal observational check was made to the station.
 CK6443
 CK6443.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6443
 CK6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6443
 CK6443.The geoid height was determined by GEOID03.
 CK6443
 CK6443;                    North         East     Units Scale Factor Converg.
 CK6443;SPC GA E     -   246,506.938   259,470.202   MT  0.99994360   +0 20 11.1
 CK6443;SPC GA E     -   808,748.18    851,278.49   sFT  0.99994360   +0 20 11.1
 CK6443;UTM  17      - 3,565,169.622   449,519.967   MT  0.99963142   -0 17 08.4
 CK6443
 CK6443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6443!SPC GA E     -   1.00000160  x   0.99994360  =   0.99994520
 CK6443!UTM  17      -   1.00000160  x   0.99963142  =   0.99963302
 CK6443
 CK6443                          SUPERSEDED SURVEY CONTROL
 CK6443
 CK6443  NAD 83(1986)-  32 13 19.22786(N)    081 32 08.61616(W) AD(       ) 2
 CK6443  NGVD 29 (03/31/94)   20.5    (m)           67.     (f) VERT ANG       
 CK6443
 CK6443.Superseded values are not recommended for survey control.
 CK6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6443.See file dsdata.txt to determine how the superseded data were derived.
 CK6443
 CK6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4952065170(NAD 83)
 CK6443_MARKER: DD = SURVEY DISK
 CK6443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6443+STABILITY: SURFACE MOTION
 CK6443
 CK6443  HISTORY     - Date     Condition        Report By
 CK6443  HISTORY     - 1982     MONUMENTED       GADT
 CK6443
 CK6443                          STATION DESCRIPTION
 CK6443
 CK6443'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6443'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) WEST-NORTHWEST
 CK6443'FROM BLITCHTON, 12.9 KM (8 MI) NORTHEAST FROM PEMBROKE, AND
 CK6443'14.8 KM (9.2 MI) SOUTHWEST FROM PINEORA.
 CK6443'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6443'
 CK6443'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6443'INTERSTATE HIGHWAY 16 ABOUT 12.4 KM (7.7 MI) NORTHEAST FROM
 CK6443'PEMBROKE, GO NORTH ALONG STATE ROUTE 119 FOR 0.4 KM (0.25 MI)
 CK6443'TO THE JUNCTION OF STATE ROUTE 46 CROSSING, A WOODS ROAD AHEAD,
 CK6443'AND THE STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 CK6443'
 CK6443'THE STATION IS A STANDARD GADT DISK
 CK6443'STAMPED---016-239 1982 AZ MK---,
 CK6443'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6443'FLUSH WITH GROUND.  IT IS LOCATED
 CK6443'17.43 METERS (57.2 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6443'STATE ROUTE 46,
 CK6443'7.53 METERS (24.7 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6443'DIRT (WOODS ROAD) ROAD,
 CK6443'5.18 METERS (17 FT) SOUTHEAST FROM THE NORTH END OF AN 18 INCH
 CK6443'CONCRETE SIDE DRAIN PIPE UNDER THE DIRT ROAD, AND
 CK6443'1.04 METERS (3.4 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK6443'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6443'STAMPED---016-239 1982 AZ MK---,
 CK6443'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK6443'
 CK6443'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6443'
 CK6443'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6443'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6443'
 CK6443'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6481 ***********************************************************************
 CK6481  DESIGNATION -  BV 016 24
 CK6481  PID         -  CK6481
 CK6481  STATE/COUNTY-  GA/BULLOCH
 CK6481  USGS QUAD   -  STATESBORO (1993)
 CK6481
 CK6481                         *CURRENT SURVEY CONTROL
 CK6481  ___________________________________________________________________
 CK6481* NAD 83(1994)-  32 25 50.22127(N)    081 47 14.02757(W)     ADJUSTED  
 CK6481* NAVD 88     -        64.2    (meters)     211.     (feet)  VERT ANG  
 CK6481  ___________________________________________________________________
 CK6481  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CK6481  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CK6481
 CK6481  HORZ ORDER  -  THIRD
 CK6481
 CK6481.The horizontal coordinates were established by classical geodetic methods
 CK6481.and adjusted by the National Geodetic Survey in September 1997..
 CK6481
 CK6481.The orthometric height was determined by vertical angle observations.
 CK6481
 CK6481.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6481
 CK6481.The geoid height was determined by GEOID03.
 CK6481
 CK6481;                    North         East     Units Scale Factor Converg.
 CK6481;SPC GA E     -   269,526.824   235,682.135   MT  0.99991570   +0 12 12.5
 CK6481;SPC GA E     -   884,272.59    773,233.80   sFT  0.99991570   +0 12 12.5
 CK6481;UTM  17      - 3,588,440.640   425,990.557   MT  0.99966754   -0 25 19.9
 CK6481
 CK6481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6481!SPC GA E     -   0.99999462  x   0.99991570  =   0.99991032
 CK6481!UTM  17      -   0.99999462  x   0.99966754  =   0.99966216
 CK6481
 CK6481:                Primary Azimuth Mark                     Grid Az
 CK6481:SPC GA E     -  BV 016 25                                046 19 15.9
 CK6481:UTM  17      -  BV 016 25                                046 56 48.3
 CK6481
 CK6481|---------------------------------------------------------------------|
 CK6481| PID    Reference Object                     Distance      Geod. Az  |
 CK6481|                                                           dddmmss.s |
 CK6481| CK6482 BV 016 25                           APPROX. 0.7 KM 0463128.4 |
 CK6481| CK6523 DELTA 204C                          214.077 METERS 21027     |
 CK6481|---------------------------------------------------------------------|
 CK6481
 CK6481                          SUPERSEDED SURVEY CONTROL
 CK6481
 CK6481  NAD 83(1986)-  32 25 50.21136(N)    081 47 14.02733(W) AD(       ) 3
 CK6481
 CK6481.Superseded values are not recommended for survey control.
 CK6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6481.See file dsdata.txt to determine how the superseded data were derived.
 CK6481
 CK6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2599188441(NAD 83)
 CK6481_MARKER: DD = SURVEY DISK
 CK6481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6481+STABILITY: SURFACE MOTION
 CK6481
 CK6481  HISTORY     - Date     Condition        Report By
 CK6481  HISTORY     - 1978     MONUMENTED       GADT
 CK6481
 CK6481                          STATION DESCRIPTION
 CK6481
 CK6481'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6481'THE STATION IS LOCATED IN STATESBORO.
 CK6481'
 CK6481'TO REACH THE STATION FROM THE COURTHOUSE IN STATESBORO, GO SOUTH
 CK6481'ALONG U.S. HIGHWAY 301 FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 CK6481'TILLMAN STREET.  TURN RIGHT GOING SOUTHWEST ALONG TILLMAN STREET
 CK6481'FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 CK6481'
 CK6481'THE STATION IS A STANDARD GADT DISK
 CK6481'STAMPED---016-24---,
 CK6481'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6481'FLUSH WITH GROUND.  IT IS LOCATED
 CK6481'33.04 METERS (108.4 FT) SOUTHEAST FROM THE SOUTHWEST CORNER
 CK6481'OF AN APARTMENT BUILDING,
 CK6481'17.98 METERS (59 FT) NORTHWEST FROM A POWER POLE,
 CK6481'7.01 METERS (23 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK6481'TILLMAN STREET, AND
 CK6481'3.22 METERS (10.4 FT) NORTHEAST FROM A WITNESS POST.
 CK6481'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6481'STAMPED---016-24---,
 CK6481'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6481'
 CK6481'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6444 ***********************************************************************
 CK6444  DESIGNATION -  BV 016 240
 CK6444  PID         -  CK6444
 CK6444  STATE/COUNTY-  GA/BULLOCH
 CK6444  USGS QUAD   -  LANIER (1976)
 CK6444
 CK6444                         *CURRENT SURVEY CONTROL
 CK6444  ___________________________________________________________________
 CK6444* NAD 83(1994)-  32 13 36.66143(N)    081 34 25.34334(W)     ADJUSTED  
 CK6444* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 CK6444  ___________________________________________________________________
 CK6444  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK6444  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CK6444
 CK6444  HORZ ORDER  -  SECOND
 CK6444
 CK6444.The horizontal coordinates were established by classical geodetic methods
 CK6444.and adjusted by the National Geodetic Survey in September 1997..
 CK6444
 CK6444.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6444
 CK6444.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6444
 CK6444.The geoid height was determined by GEOID03.
 CK6444
 CK6444;                    North         East     Units Scale Factor Converg.
 CK6444;SPC GA E     -   247,023.736   255,887.123   MT  0.99993850   +0 18 58.4
 CK6444;SPC GA E     -   810,443.71    839,523.00   sFT  0.99993850   +0 18 58.4
 CK6444;UTM  17      - 3,565,725.124   445,943.809   MT  0.99963603   -0 18 21.4
 CK6444
 CK6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6444!SPC GA E     -   1.00000119  x   0.99993850  =   0.99993969
 CK6444!UTM  17      -   1.00000119  x   0.99963603  =   0.99963722
 CK6444
 CK6444:                Primary Azimuth Mark                     Grid Az
 CK6444:SPC GA E     -  BV 016 240 AZ MK                         101 21 24.1
 CK6444:UTM  17      -  BV 016 240 AZ MK                         101 58 43.9
 CK6444
 CK6444|---------------------------------------------------------------------|
 CK6444| PID    Reference Object                     Distance      Geod. Az  |
 CK6444|                                                           dddmmss.s |
 CK6444| CK6445 BV 016 240 AZ MK                    APPROX. 0.6 KM 1014022.5 |
 CK6444|---------------------------------------------------------------------|
 CK6444
 CK6444                          SUPERSEDED SURVEY CONTROL
 CK6444
 CK6444  NAD 83(1986)-  32 13 36.66843(N)    081 34 25.35187(W) AD(       ) 2
 CK6444  NGVD 29 (03/31/94)   23.0    (m)           75.     (f) VERT ANG       
 CK6444
 CK6444.Superseded values are not recommended for survey control.
 CK6444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6444.See file dsdata.txt to determine how the superseded data were derived.
 CK6444
 CK6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4594465725(NAD 83)
 CK6444_MARKER: DD = SURVEY DISK
 CK6444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6444+STABILITY: SURFACE MOTION
 CK6444
 CK6444  HISTORY     - Date     Condition        Report By
 CK6444  HISTORY     - 1982     MONUMENTED       GADT
 CK6444
 CK6444                          STATION DESCRIPTION
 CK6444
 CK6444'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6444'THE STATION IS LOCATED APPROXIMATELY 11.25 KM (7 MI)
 CK6444'NORTH-NORTHEAST OF PEMBROKE, 13.05 KM (8.1 MI) WEST-NORTHWEST
 CK6444'OF BLITCHTON, AND 18.35 KM (11.4 MI) WEST-SOUTHWEST FROM PINEORA.
 CK6444'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6444'
 CK6444'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK6444'AND INTERSTATE HIGHWAY 16 LOCATED 12.4 KM (7.7 MI)
 CK6444'NORTHEAST FROM PEMBROKE, GO WEST ALONG INTERSTATE HIGHWAY 16
 CK6444'FOR 2.8 KM (1.75 MI) TO THE AZIMUTH MARK ON THE LEFT NEAR THE
 CK6444'WOODS LINE, NORTH OF THE EAST BOUND LANE.  CONTINUE GOING WEST
 CK6444'ALONG INTERSTATE HIGHWAY 16 FOR 0.65 KM (0.4 MI) TO THE STATION ON
 CK6444'THE LEFT ON THE SOUTH SIDE OF THE EAST BOUND LANE OF INTERSTATE
 CK6444'HIGHWAY 16 AND NEAR MILE POST 135.
 CK6444'
 CK6444'THE STATION IS A STANDARD GADT DISK
 CK6444'STAMPED---016-240 1982---,
 CK6444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6444'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6444'9.14 METERS (30 FT) SOUTH FROM THE CENTERLINE OF THE EAST BOUND
 CK6444'LANE OF INTERSTATE HIGHWAY 16,
 CK6444'1.01 METERS (3.3 FT) SOUTH-SOUTHWEST FROM A MILE POST MARKER 135,
 CK6444'28.68 METERS (94.1 FT) WEST-SOUTHWEST FROM A ROAD SIGN
 CK6444'(DRIVE SAFELY),
 CK6444'38.71 METERS (127 FT) WEST FROM A REFLECTOR POST, AND
 CK6444'0.98 METER (3.2 FT) NORTH FROM A WITNESS POST.
 CK6444'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6444'STAMPED---016-240 1982---,
 CK6444'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6444'
 CK6444'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6444'STAMPED---016-240 1982 RM 1---,
 CK6444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6444'FLUSH WITH GROUND.  IT IS LOCATED
 CK6444'8.93 METERS (29.3 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6444'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6444'1.1 METERS (3.6 FT) SOUTH-SOUTHWEST FROM THE ROAD SIGN
 CK6444'(DRIVE SAFELY),
 CK6444'9.91 METERS (32.5 FT) WEST-SOUTHWEST FROM THE REFLECTOR POST, AND
 CK6444'0.98 METER (3.2 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK6444'MARK IS LEVEL WITH STATION.
 CK6444'
 CK6444'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6444'STAMPED---016-240 1982 AZ MK---,
 CK6444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6444'FLUSH WITH GROUND.  IT IS LOCATED
 CK6444'19.78 METERS (64.9 FT) NORTH FROM THE CENTERLINE OF THE EAST
 CK6444'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6444'2.1 METERS (6.9 FT) EAST-SOUTHEAST FROM A 6 INCH PINE TREE,
 CK6444'6.4 METERS (21 FT) SOUTH-SOUTHEAST FROM A TWIN 10 INCH PINE TREE,
 CK6444'1.22 METERS (4 FT) WEST-SOUTHWEST FROM A 12 INCH PINE TREE, AND
 CK6444'1.01 METERS (3.3 FT) SOUTH FROM A WITNESS POST.
 CK6444'
 CK6444'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6444'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6444'STAMPED---016-240 1982 AZ MK---,
 CK6444'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6444'
 CK6444'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6444'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6444'
 CK6444'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6445 ***********************************************************************
 CK6445  DESIGNATION -  BV 016 240 AZ MK
 CK6445  PID         -  CK6445
 CK6445  STATE/COUNTY-  GA/BULLOCH
 CK6445  USGS QUAD   -  LANIER (1976)
 CK6445
 CK6445                         *CURRENT SURVEY CONTROL
 CK6445  ___________________________________________________________________
 CK6445* NAD 83(1994)-  32 13 32.53547(N)    081 34 01.85236(W)     ADJUSTED  
 CK6445* NAVD 88     -        21.1    (meters)      69.     (feet)  VERTCON   
 CK6445  ___________________________________________________________________
 CK6445  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CK6445  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CK6445
 CK6445  HORZ ORDER  -  SECOND
 CK6445
 CK6445.The horizontal coordinates were established by classical geodetic methods
 CK6445.and adjusted by the National Geodetic Survey in September 1997..
 CK6445.No horizontal observational check was made to the station.
 CK6445
 CK6445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6445
 CK6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6445
 CK6445.The geoid height was determined by GEOID03.
 CK6445
 CK6445;                    North         East     Units Scale Factor Converg.
 CK6445;SPC GA E     -   246,900.066   256,502.855   MT  0.99993936   +0 19 10.9
 CK6445;SPC GA E     -   810,037.97    841,543.12   sFT  0.99993936   +0 19 10.9
 CK6445;UTM  17      - 3,565,594.815   446,557.976   MT  0.99963522   -0 18 08.9
 CK6445
 CK6445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6445!SPC GA E     -   1.00000146  x   0.99993936  =   0.99994082
 CK6445!UTM  17      -   1.00000146  x   0.99963522  =   0.99963668
 CK6445
 CK6445                          SUPERSEDED SURVEY CONTROL
 CK6445
 CK6445  NAD 83(1986)-  32 13 32.54249(N)    081 34 01.86088(W) AD(       ) 2
 CK6445  NGVD 29 (03/31/94)   21.4    (m)           70.     (f) VERT ANG       
 CK6445
 CK6445.Superseded values are not recommended for survey control.
 CK6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6445.See file dsdata.txt to determine how the superseded data were derived.
 CK6445
 CK6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4655865595(NAD 83)
 CK6445_MARKER: DD = SURVEY DISK
 CK6445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6445+STABILITY: SURFACE MOTION
 CK6445
 CK6445  HISTORY     - Date     Condition        Report By
 CK6445  HISTORY     - 1982     MONUMENTED       GADT
 CK6445
 CK6445                          STATION DESCRIPTION
 CK6445
 CK6445'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6445'THE STATION IS LOCATED ABOUT 11.05 KM (6.85 MI) NORTH-NORTHEAST
 CK6445'FROM PEMBROKE, 12.4 KM (7.7 MI) WEST-NORTHWEST FROM BLITCHTON,
 CK6445'AND 17.7 KM (11 MI) WEST-SOUTHWEST FROM PINEORA.
 CK6445'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6445'
 CK6445'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6445'INTERSTATE HIGHWAY 16, LOCATED 12.4 KM (7.7 MI) NORTHEAST FROM
 CK6445'PEMBROKE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR 2.8 KM (1.75 MI)
 CK6445'TO THE STATION ON THE LEFT NEAR THE WOODS LINE.
 CK6445'
 CK6445'THE STATION IS A STANDARD GADT DISK
 CK6445'STAMPED---016-240 1982 AZ MK---,
 CK6445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6445'FLUSH WITH GROUND.  IT IS LOCATED
 CK6445'19.78 METERS (64.9 FT) NORTH FROM THE CENTERLINE OF THE EAST
 CK6445'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6445'2.1 METERS (6.9 FT) EAST-SOUTHEAST FROM A 6 INCH PINE TREE,
 CK6445'6.4 METERS (21 FT) SOUTH-SOUTHEAST FROM A TWIN 10 INCH PINE TREE,
 CK6445'1.22 METERS (4 FT) WEST-SOUTHWEST FROM A 12 INCH PINE TREE, AND
 CK6445'1.01 METERS (3.3 FT) SOUTH FROM A WITNESS POST.
 CK6445'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6445'STAMPED---016-240 1982 AZ MK---,
 CK6445'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6445'
 CK6445'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6445'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6445'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6445'
 CK6445'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6446 ***********************************************************************
 CK6446  DESIGNATION -  BV 016 240 RM 1
 CK6446  PID         -  CK6446
 CK6446  STATE/COUNTY-  GA/BULLOCH
 CK6446  USGS QUAD   -  LANIER (1976)
 CK6446
 CK6446                         *CURRENT SURVEY CONTROL
 CK6446  ___________________________________________________________________
 CK6446* NAD 83(1994)-  32 13 36.47111(N)    081 34 24.26646(W)     ADJUSTED  
 CK6446* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 CK6446  ___________________________________________________________________
 CK6446  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK6446  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 CK6446
 CK6446  HORZ ORDER  -  SECOND
 CK6446
 CK6446.The horizontal coordinates were established by classical geodetic methods
 CK6446.and adjusted by the National Geodetic Survey in September 1997..
 CK6446.No horizontal observational check was made to the station.
 CK6446
 CK6446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6446
 CK6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6446
 CK6446.The geoid height was determined by GEOID03.
 CK6446
 CK6446;                    North         East     Units Scale Factor Converg.
 CK6446;SPC GA E     -   247,018.029   255,915.349   MT  0.99993854   +0 18 59.0
 CK6446;SPC GA E     -   810,424.98    839,615.61   sFT  0.99993854   +0 18 59.0
 CK6446;UTM  17      - 3,565,719.113   445,971.963   MT  0.99963600   -0 18 20.8
 CK6446
 CK6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6446!SPC GA E     -   1.00000122  x   0.99993854  =   0.99993976
 CK6446!UTM  17      -   1.00000122  x   0.99963600  =   0.99963722
 CK6446
 CK6446                          SUPERSEDED SURVEY CONTROL
 CK6446
 CK6446  NAD 83(1986)-  32 13 36.47811(N)    081 34 24.27498(W) AD(       ) 2
 CK6446  NGVD 29 (03/31/94)   22.9    (m)           75.     (f) H LEVEL        
 CK6446
 CK6446.Superseded values are not recommended for survey control.
 CK6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6446.See file dsdata.txt to determine how the superseded data were derived.
 CK6446
 CK6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4597265719(NAD 83)
 CK6446_MARKER: DD = SURVEY DISK
 CK6446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6446+STABILITY: SURFACE MOTION
 CK6446
 CK6446  HISTORY     - Date     Condition        Report By
 CK6446  HISTORY     - 1982     MONUMENTED       GADT
 CK6446
 CK6446                          STATION DESCRIPTION
 CK6446
 CK6446'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6446'THE STATION IS LOCATED APPROXIMATELY 11.25 KM (7 MI)
 CK6446'NORTH-NORTHEAST FROM PEMBROKE, 13.05 KM (8.1 MI) WEST-NORTHWEST
 CK6446'FROM BLITCHTON, AND 18.35 KM (11.4 MI) WEST-SOUTHWEST FROM
 CK6446'PINEORA.
 CK6446'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6446'
 CK6446'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119
 CK6446'AND INTERSTATE HIGHWAY 16 LOCATED 12.4 KM (7.7 MI) NORTHEAST
 CK6446'FROM PEMBROKE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR
 CK6446'3.45 KM (2.15 MI) TO THE STATION ON THE LEFT ON THE SOUTH SIDE
 CK6446'OF THE EAST BOUND LANE NEAR MILE POST 135.
 CK6446'
 CK6446'THE STATION IS A STANDARD GADT DISK
 CK6446'STAMPED---016-240 1982 RM 1---,
 CK6446'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6446'FLUSH WITH GROUND.  IT IS LOCATED
 CK6446'8.93 METERS (29.3 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6446'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6446'1.1 METERS (3.6 FT) SOUTH-SOUTHWEST FROM A ROAD SIGN
 CK6446'(DRIVE SAFELY),
 CK6446'9.91 METERS (32.5 FT) WEST-SOUTHWEST FROM A REFLECTOR POST, AND
 CK6446'0.98 METER (3.2 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK6446'
 CK6446'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6446'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6446'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6446'
 CK6446'DESCRIBED BY GG.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6447 ***********************************************************************
 CK6447  DESIGNATION -  BV 016 241
 CK6447  PID         -  CK6447
 CK6447  STATE/COUNTY-  GA/BULLOCH
 CK6447  USGS QUAD   -  LANIER (1976)
 CK6447
 CK6447                         *CURRENT SURVEY CONTROL
 CK6447  ___________________________________________________________________
 CK6447* NAD 83(1994)-  32 13 42.61736(N)    081 35 08.38833(W)     ADJUSTED  
 CK6447* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 CK6447  ___________________________________________________________________
 CK6447  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CK6447  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CK6447
 CK6447  HORZ ORDER  -  SECOND
 CK6447
 CK6447.The horizontal coordinates were established by classical geodetic methods
 CK6447.and adjusted by the National Geodetic Survey in September 1997..
 CK6447
 CK6447.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6447
 CK6447.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6447
 CK6447.The geoid height was determined by GEOID03.
 CK6447
 CK6447;                    North         East     Units Scale Factor Converg.
 CK6447;SPC GA E     -   247,201.025   254,759.159   MT  0.99993697   +0 18 35.5
 CK6447;SPC GA E     -   811,025.36    835,822.34   sFT  0.99993697   +0 18 35.5
 CK6447;UTM  17      - 3,565,914.594   444,818.176   MT  0.99963755   -0 18 44.4
 CK6447
 CK6447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6447!SPC GA E     -   1.00000018  x   0.99993697  =   0.99993715
 CK6447!UTM  17      -   1.00000018  x   0.99963755  =   0.99963773
 CK6447
 CK6447:                Primary Azimuth Mark                     Grid Az
 CK6447:SPC GA E     -  ASHES AZ MK                              272 31 57.6
 CK6447:UTM  17      -  ASHES AZ MK                              273 09 17.5
 CK6447
 CK6447|---------------------------------------------------------------------|
 CK6447| PID    Reference Object                     Distance      Geod. Az  |
 CK6447|                                                           dddmmss.s |
 CK6447| CK5862 ASHES AZ MK                         APPROX. 3.6 KM 2725033.1 |
 CK6447| CK6449 BV 016 241 RM 1                      26.014 METERS 27413     |
 CK6447| CK6448 BV 016 241 AZ MK                    459.984 METERS 2742907.9 |
 CK6447|---------------------------------------------------------------------|
 CK6447
 CK6447                          SUPERSEDED SURVEY CONTROL
 CK6447
 CK6447  NAD 83(1986)-  32 13 42.62409(N)    081 35 08.39656(W) AD(       ) 2
 CK6447  NGVD 29 (03/31/94)   29.5    (m)           97.     (f) VERT ANG       
 CK6447
 CK6447.Superseded values are not recommended for survey control.
 CK6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6447.See file dsdata.txt to determine how the superseded data were derived.
 CK6447
 CK6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4481865915(NAD 83)
 CK6447_MARKER: DD = SURVEY DISK
 CK6447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6447+STABILITY: SURFACE MOTION
 CK6447
 CK6447  HISTORY     - Date     Condition        Report By
 CK6447  HISTORY     - 1982     MONUMENTED       GADT
 CK6447
 CK6447                          STATION DESCRIPTION
 CK6447
 CK6447'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6447'THE STATION IS LOCATED APPROXIMATELY 10.95 KM (6.8 MI)
 CK6447'NORTH-NORTHEAST FROM PEMBROKE, 11.05 KM (6.85 MI) SOUTH-SOUTHWEST
 CK6447'FROM STILSON, AND 14.4 KM (8.95 MI) WEST-NORTHWEST FROM BLITCHTON.
 CK6447'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6447'
 CK6447'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6447'INTERSTATE HIGHWAY 16, LOCATED ABOUT 12.4 KM (7.7 MI) NORTHEAST
 CK6447'FROM PEMBROKE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR 3.3 KM
 CK6447'(2.05 MI) TO THE WEST END OF A BRIDGE CROSSING ASH BRANCH.
 CK6447'CONTINUE GOING WEST ALONG INTERSTATE HIGHWAY 16 FOR 1.45 KM
 CK6447'(0.9 MI) TO THE STATION ON THE RIGHT.
 CK6447'
 CK6447'THE STATION IS A STANDARD GADT DISK
 CK6447'STAMPED---016-241 1982---,
 CK6447'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6447'FLUSH WITH GROUND.  IT IS LOCATED
 CK6447'7.74 METERS (25.4 FT) NORTH FROM THE CENTERLINE OF THE WEST BOUND
 CK6447'LANE OF INTERSTATE HIGHWAY 16,
 CK6447'29.57 METERS (97 FT) SOUTHEAST FROM A 12 INCH OAK TREE,
 CK6447'21.34 METERS (70 FT) SOUTH-SOUTHEAST FROM AN 8 INCH PINE TREE,
 CK6447'30.02 METERS (98.5 FT) SOUTHWEST FROM A 10 INCH OAK TREE, AND
 CK6447'1.07 METERS (3.5 FT) SOUTH FROM A WITNESS POST.
 CK6447'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6447'STAMPED---016-241 1982---,
 CK6447'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 CK6447'
 CK6447'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6447'STAMPED---016-241 1982 RM 1---,
 CK6447'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6447'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6447'8.08 METERS (26.5 FT) NORTH FROM THE CENTERLINE OF THE WEST BOUND
 CK6447'LANE OF INTERSTATE HIGHWAY 16,
 CK6447'17.98 METERS (59 FT) SOUTH-SOUTHWEST FROM THE 10 INCH OAK TREE,
 CK6447'28.96 METERS (95 FT) SOUTHWEST FROM THE 8 INCH PINE TREE, AND
 CK6447'1.01 METERS (3.3 FT) SOUTH FROM A WITNESS POST.
 CK6447'MARK IS LEVEL WITH STATION.
 CK6447'
 CK6447'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6447'STAMPED---016-241 1982 AZ MK---,
 CK6447'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6447'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6447'18.29 METERS (60.00 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK6447'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6447'10.30 METERS (33.8 FT) NORTH-NORTHEAST FROM MILE POST MARKER 134,
 CK6447'6.61 METERS (21.7 FT) WEST-SOUTHWEST FROM A 12 INCH PINE TREE,
 CK6447'AND
 CK6447'0.94 METER (3.1 FT) SOUTH FROM A WITNESS POST.
 CK6447'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6447'STAMPED---016-241 1982 AZ MK---,
 CK6447'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK6447'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG
 CK6447'INTERSTATE HIGHWAY 16 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH
 CK6447'MARK ON THE RIGHT NEAR THE WOODS LINE.
 CK6447'
 CK6447'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6447'
 CK6447'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6447'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6447'
 CK6447'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6448 ***********************************************************************
 CK6448  DESIGNATION -  BV 016 241 AZ MK
 CK6448  PID         -  CK6448
 CK6448  STATE/COUNTY-  GA/BULLOCH
 CK6448  USGS QUAD   -  LANIER (1976)
 CK6448
 CK6448                         *CURRENT SURVEY CONTROL
 CK6448  ___________________________________________________________________
 CK6448* NAD 83(1994)-  32 13 43.78490(N)    081 35 25.90277(W)     ADJUSTED  
 CK6448* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 CK6448  ___________________________________________________________________
 CK6448  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CK6448  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 CK6448
 CK6448  HORZ ORDER  -  SECOND
 CK6448
 CK6448.The horizontal coordinates were established by classical geodetic methods
 CK6448.and adjusted by the National Geodetic Survey in September 1997..
 CK6448.No horizontal observational check was made to the station.
 CK6448
 CK6448.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6448
 CK6448.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6448
 CK6448.The geoid height was determined by GEOID03.
 CK6448
 CK6448;                    North         East     Units Scale Factor Converg.
 CK6448;SPC GA E     -   247,234.516   254,300.425   MT  0.99993635   +0 18 26.1
 CK6448;SPC GA E     -   811,135.24    834,317.31   sFT  0.99993635   +0 18 26.1
 CK6448;UTM  17      - 3,565,953.053   444,359.970   MT  0.99963818   -0 18 53.8
 CK6448
 CK6448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6448!SPC GA E     -   1.00000014  x   0.99993635  =   0.99993649
 CK6448!UTM  17      -   1.00000014  x   0.99963818  =   0.99963832
 CK6448
 CK6448                          SUPERSEDED SURVEY CONTROL
 CK6448
 CK6448  NAD 83(1986)-  32 13 43.79153(N)    081 35 25.91101(W) AD(       ) 2
 CK6448  NGVD 29 (03/31/94)   29.7    (m)           97.     (f) VERT ANG       
 CK6448
 CK6448.Superseded values are not recommended for survey control.
 CK6448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6448.See file dsdata.txt to determine how the superseded data were derived.
 CK6448
 CK6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4436065953(NAD 83)
 CK6448_MARKER: DD = SURVEY DISK
 CK6448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6448+STABILITY: SURFACE MOTION
 CK6448
 CK6448  HISTORY     - Date     Condition        Report By
 CK6448  HISTORY     - 1982     MONUMENTED       GADT
 CK6448
 CK6448                          STATION DESCRIPTION
 CK6448
 CK6448'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6448'THE STATION IS LOCATED ABOUT 10.95 KM (6.8 MI) NORTH-NORTHEAST
 CK6448'FROM PEMBROKE, 11.1 KM (6.9 MI) SOUTH-SOUTHWEST FROM STILSON, AND
 CK6448'14.75 KM (9.15 MI) WEST-NORTHWEST FROM BLITCHTON.
 CK6448'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6448'
 CK6448'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6448'INTERSTATE HIGHWAY 16, LOCATED ABOUT 12.4 KM (7.7 MI) NORTHEAST
 CK6448'FROM PEMBROKE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR 3.3 KM
 CK6448'(2.05 MI) TO THE WEST END OF A BRIDGE CROSSING ASH BRANCH.
 CK6448'CONTINUE GOING WEST ALONG INTERSTATE HIGHWAY 16 FOR 1.95 KM
 CK6448'(1.2 MI) TO THE STATION ON THE RIGHT NEAR THE WOODS LINE.
 CK6448'
 CK6448'THE STATION IS A STANDARD GADT DISK
 CK6448'STAMPED---016-241 1982 AZ MK---,
 CK6448'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6448'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6448'18.29 METERS (60 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK6448'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6448'10.30 METERS (33.8 FT) NORTH-NORTHEAST FROM MILE POST MARKER 134,
 CK6448'6.61 METERS (21.7 FT) WEST-SOUTHWEST FROM A 12 INCH PINE TREE,
 CK6448'AND
 CK6448'0.94 METER (3.1 FT) SOUTH FROM A WITNESS POST.
 CK6448'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6448'STAMPED---016-241 1982 AZ MK---,
 CK6448'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6448'
 CK6448'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6448'
 CK6448'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6448'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6448'
 CK6448'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6449 ***********************************************************************
 CK6449  DESIGNATION -  BV 016 241 RM 1
 CK6449  PID         -  CK6449
 CK6449  STATE/COUNTY-  GA/BULLOCH
 CK6449  USGS QUAD   -  LANIER (1976)
 CK6449
 CK6449                         *CURRENT SURVEY CONTROL
 CK6449  ___________________________________________________________________
 CK6449* NAD 83(1994)-  32 13 42.67953(N)    081 35 09.37918(W)     ADJUSTED  
 CK6449* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 CK6449  ___________________________________________________________________
 CK6449  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CK6449  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 CK6449
 CK6449  HORZ ORDER  -  SECOND
 CK6449
 CK6449.The horizontal coordinates were established by classical geodetic methods
 CK6449.and adjusted by the National Geodetic Survey in September 1997..
 CK6449
 CK6449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6449
 CK6449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6449
 CK6449.The geoid height was determined by GEOID03.
 CK6449
 CK6449;                    North         East     Units Scale Factor Converg.
 CK6449;SPC GA E     -   247,202.799   254,733.208   MT  0.99993693   +0 18 35.0
 CK6449;SPC GA E     -   811,031.18    835,737.20   sFT  0.99993693   +0 18 35.0
 CK6449;UTM  17      - 3,565,916.649   444,792.253   MT  0.99963759   -0 18 45.0
 CK6449
 CK6449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6449!SPC GA E     -   1.00000018  x   0.99993693  =   0.99993711
 CK6449!UTM  17      -   1.00000018  x   0.99963759  =   0.99963777
 CK6449
 CK6449                          SUPERSEDED SURVEY CONTROL
 CK6449
 CK6449  NAD 83(1986)-  32 13 42.68626(N)    081 35 09.38741(W) AD(       ) 2
 CK6449  NGVD 29 (03/31/94)   29.5    (m)           97.     (f) H LEVEL        
 CK6449
 CK6449.Superseded values are not recommended for survey control.
 CK6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6449.See file dsdata.txt to determine how the superseded data were derived.
 CK6449
 CK6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4479265917(NAD 83)
 CK6449_MARKER: DD = SURVEY DISK
 CK6449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6449+STABILITY: SURFACE MOTION
 CK6449
 CK6449  HISTORY     - Date     Condition        Report By
 CK6449  HISTORY     - 1982     MONUMENTED       GADT
 CK6449
 CK6449                          STATION DESCRIPTION
 CK6449
 CK6449'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6449'THE STATION IS LOCATED APPROXIMATELY 10.95 KM (6.8 MI)
 CK6449'NORTH-NORTHEAST FROM PEMBROKE, 11.05 KM (6.85 MI) SOUTH-SOUTHWEST
 CK6449'FROM STILSON, AND 14.4 KM (8.95 MI) WEST-NORTHWEST FROM BLITCHTON.
 CK6449'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6449'
 CK6449'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 119 AND
 CK6449'INTERSTATE HIGHWAY 16, LOCATED ABOUT 12.4 KM (7.7 MI) NORTHEAST
 CK6449'FROM PEMBROKE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR 3.3 KM
 CK6449'(2.05 MI) TO THE WEST END OF A BRIDGE CROSSING ASH BRANCH.
 CK6449'CONTINUE GOING WEST ALONG INTERSTATE HIGHWAY 16 FOR 1.45 KM (0.9
 CK6449'MI) TO THE STATION ON THE RIGHT.
 CK6449'
 CK6449'THE STATION IS A STANDARD GADT DISK
 CK6449'STAMPED---016-241 1982 RM 1---,
 CK6449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6449'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6449'8.08 METERS (26.5 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK6449'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6449'17.98 METERS (59 FT) SOUTH-SOUTHWEST FROM A 12 INCH OAK TREE,
 CK6449'28.96 METERS (95 FT) SOUTHWEST FROM AN 8 INCH PINE TREE, AND
 CK6449'1.01 METERS (3.3 FT) SOUTH FROM A WITNESS POST.
 CK6449'
 CK6449'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6449'
 CK6449'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6449'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6449'
 CK6449'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5900 ***********************************************************************
 CK5900  DESIGNATION -  BV 016 242
 CK5900  PID         -  CK5900
 CK5900  STATE/COUNTY-  GA/BULLOCH
 CK5900  USGS QUAD   -  DAISY (1976)
 CK5900
 CK5900                         *CURRENT SURVEY CONTROL
 CK5900  ___________________________________________________________________
 CK5900* NAD 83(1994)-  32 12 50.12009(N)    081 46 05.86503(W)     ADJUSTED  
 CK5900* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 CK5900  ___________________________________________________________________
 CK5900  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK5900  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CK5900
 CK5900  HORZ ORDER  -  SECOND
 CK5900
 CK5900.The horizontal coordinates were established by classical geodetic methods
 CK5900.and adjusted by the National Geodetic Survey in September 1997..
 CK5900
 CK5900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5900
 CK5900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5900
 CK5900.The geoid height was determined by GEOID03.
 CK5900
 CK5900;                    North         East     Units Scale Factor Converg.
 CK5900;SPC GA E     -   245,505.640   237,552.025   MT  0.99991738   +0 12 44.5
 CK5900;SPC GA E     -   805,463.09    779,368.60   sFT  0.99991738   +0 12 44.5
 CK5900;UTM  17      - 3,564,406.543   427,598.405   MT  0.99966464   -0 24 34.5
 CK5900
 CK5900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5900!SPC GA E     -   0.99999703  x   0.99991738  =   0.99991441
 CK5900!UTM  17      -   0.99999703  x   0.99966464  =   0.99966167
 CK5900
 CK5900                          SUPERSEDED SURVEY CONTROL
 CK5900
 CK5900  NAD 83(1986)-  32 12 50.12455(N)    081 46 05.86573(W) AD(       ) 2
 CK5900  NGVD 29 (10/08/91)   49.1    (m)          161.     (f) VERT ANG       
 CK5900
 CK5900.Superseded values are not recommended for survey control.
 CK5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5900.See file dsdata.txt to determine how the superseded data were derived.
 CK5900
 CK5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2759864407(NAD 83)
 CK5900_MARKER: DD = SURVEY DISK
 CK5900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5900_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5900+STABILITY: SURFACE MOTION
 CK5900
 CK5900  HISTORY     - Date     Condition        Report By
 CK5900  HISTORY     - 1982     MONUMENTED       GADT
 CK5900
 CK5900                          STATION DESCRIPTION
 CK5900
 CK5900'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5900'THE STATION IS LOCATED APPROXIMATELY 7.75 KM (4.80 MI)
 CK5900'NORTH-NORTHWEST OF GROVELAND , 9.1 KM (5.65 MI) NORTHEAST OF
 CK5900'DAISY, AND 9.4 KM (5.85 MI) SOUTH-SOUTHWEST OF DENMARK.
 CK5900'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5900'
 CK5900'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND
 CK5900'STATE ROUTE 67 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO
 CK5900'NORTHWEST ALONG STATE ROUTE 46 FOR 1.45 KM (0.9 MI) TO THE
 CK5900'JUNCTION OF PAVED COUNTY ROAD 90733 CROSSING.  TURN LEFT AND
 CK5900'GO SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.2 KM (2 MI) TO THE
 CK5900'JUNCTION OF PAVED COUNTY ROAD 584 CROSSING IN THE COMMUNITY
 CK5900'OF NELVILS.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY ROAD 584
 CK5900'FOR 5.45 KM (3.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269
 CK5900'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 584 FOR 0.8 KM
 CK5900'(0.5 MI) TO THE STATION ON THE LEFT.
 CK5900'
 CK5900'THE STATION IS A STANDARD GADT DISK
 CK5900'STAMPED---016-242 1982---,
 CK5900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5900'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5900'15.45 METERS (50.70 FT) EAST FROM THE CENTERLINE OF PAVED
 CK5900'COUNTY ROAD 584,
 CK5900'5.24 METERS (17.20 FT) NORTH-NORTHWEST FROM A 4 INCH CHERRY TREE
 CK5900'ON THE FENCELINE,
 CK5900'20.39 METERS (66.90 FT) NORTH-NORTHWEST FROM ANOTHER 4 INCH
 CK5900'CHERRY TREE ON THE FENCELINE, AND
 CK5900'1.22 METERS (4.00 FT) WEST FROM A WITNESS POST.
 CK5900'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5900'STAMPED---016-242 1982---,
 CK5900'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5900'
 CK5900'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5900'STAMPED---016-242 1982 RM 1---,
 CK5900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5900'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5900'14.33 METERS (47.00 FT) EAST FROM THE CENTERLINE OF PAVED COUNTY
 CK5900'ROAD 584,
 CK5900'13.32 METERS (43.70 FT) SOUTH-SOUTHWEST FROM THE 4 INCH CHERRY
 CK5900'TREE ON THE FENCELINE,
 CK5900'3.51 METERS (11.50 FT) NORTHWEST FROM THE OTHER 4 INCH CHERRY
 CK5900'TREE ON THE FENCELINE, AND
 CK5900'2.47 METERS (8.10 FT) WEST FROM A WITNESS POST.
 CK5900'MARK IS BELOW STATION 0.45 METERS.
 CK5900'
 CK5900'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5900'STAMPED---016-242 1982 AZ MK---,
 CK5900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5900'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5900'14.48 METERS (47.50 FT) EAST FROM THE CENTERLINE OF PAVED
 CK5900'COUNTY ROAD 584,
 CK5900'10.30 METERS (33.80 FT) NORTH FROM THE CENTER OF A DIRT RAMP
 CK5900'DRIVE,
 CK5900'40.45 METERS (132.7 FT) SOUTH FROM A POWER POLE, AND
 CK5900'1.22 METERS (4.00 FT) WEST FROM A WITNESS POST.
 CK5900'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG COUNTY
 CK5900'ROAD 584 FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CK5900'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5900'STAMPED---016-242 1982 AZ MK---,
 CK5900'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK5900'SURFACE.
 CK5900'
 CK5900'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5900'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5900'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5900'
 CK5900'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5901 ***********************************************************************
 CK5901  DESIGNATION -  BV 016 242 AZ MK
 CK5901  PID         -  CK5901
 CK5901  STATE/COUNTY-  GA/BULLOCH
 CK5901  USGS QUAD   -  DAISY (1976)
 CK5901
 CK5901                         *CURRENT SURVEY CONTROL
 CK5901  ___________________________________________________________________
 CK5901* NAD 83(1994)-  32 12 31.40785(N)    081 46 03.78288(W)     ADJUSTED  
 CK5901* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 CK5901  ___________________________________________________________________
 CK5901  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 CK5901  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CK5901
 CK5901  HORZ ORDER  -  SECOND
 CK5901
 CK5901.The horizontal coordinates were established by classical geodetic methods
 CK5901.and adjusted by the National Geodetic Survey in September 1997..
 CK5901.No horizontal observational check was made to the station.
 CK5901
 CK5901.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5901
 CK5901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5901
 CK5901.The geoid height was determined by GEOID03.
 CK5901
 CK5901;                    North         East     Units Scale Factor Converg.
 CK5901;SPC GA E     -   244,929.502   237,608.684   MT  0.99991744   +0 12 45.5
 CK5901;SPC GA E     -   803,572.87    779,554.49   sFT  0.99991744   +0 12 45.5
 CK5901;UTM  17      - 3,563,829.970   427,648.795   MT  0.99966455   -0 24 33.2
 CK5901
 CK5901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5901!SPC GA E     -   0.99999694  x   0.99991744  =   0.99991438
 CK5901!UTM  17      -   0.99999694  x   0.99966455  =   0.99966149
 CK5901
 CK5901                          SUPERSEDED SURVEY CONTROL
 CK5901
 CK5901  NAD 83(1986)-  32 12 31.41232(N)    081 46 03.78350(W) AD(       ) 2
 CK5901  NGVD 29 (10/08/91)   50.     (m)          164.     (f) VERT ANG       
 CK5901
 CK5901.Superseded values are not recommended for survey control.
 CK5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5901.See file dsdata.txt to determine how the superseded data were derived.
 CK5901
 CK5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2764963830(NAD 83)
 CK5901_MARKER: DD = SURVEY DISK
 CK5901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5901+STABILITY: SURFACE MOTION
 CK5901
 CK5901  HISTORY     - Date     Condition        Report By
 CK5901  HISTORY     - 1982     MONUMENTED       GADT
 CK5901
 CK5901                          STATION DESCRIPTION
 CK5901
 CK5901'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5901'THE STATION IS LOCATED ABOUT 7.15 KM (4.45 MI) NORTH-NORTHWEST
 CK5901'OF GROVELAND, 8.75 KM (5.45 MI) NORTHEAST OF DAISY, AND 9.8 KM
 CK5901'(6.1 MI) SOUTH-SOUTHWEST OF DENMARK.
 CK5901'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5901'
 CK5901'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND
 CK5901'STATE ROUTE 67 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO
 CK5901'NORTHWEST ALONG STATE ROUTE 46 FOR 1.45 KM (0.9 MI) TO THE
 CK5901'JUNCTION OF PAVED COUNTY ROAD 90733 CROSSING.  TURN LEFT AND
 CK5901'GO SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.2 KM (2 MI) TO THE
 CK5901'JUNCTION OF OF PAVED COUNTY ROAD 584 CROSSING IN THE COMMUNITY
 CK5901'OF NEVILS.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY ROAD 584
 CK5901'FOR 5.45 KM (3.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269
 CK5901'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 584 FOR
 CK5901'1.35 KM (0.85 MI) TO THE STATION ON THE LEFT.
 CK5901'
 CK5901'THE STATION IS A STANDARD GADT DISK
 CK5901'STAMPED---016-242 1982 AZ MK---,
 CK5901'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5901'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5901'14.48 METERS (47.50 FT) EAST FROM THE CENTERLINE OF PAVED
 CK5901'COUNTY ROAD 584,
 CK5901'10.30 METERS (33.80 FT) NORTH FROM THE CENTER OF A DIRT RAMP
 CK5901'DRIVE,
 CK5901'40.45 METERS (132.7 FT) SOUTH FROM A POWER POLE, AND
 CK5901'1.22 METERS (4.00 FT) WEST FROM A WITNESS POST.
 CK5901'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5901'STAMPED---016-242 1982 AZ MK---,
 CK5901'SET INTO AN IRREGULAR MASS OF CONCRETE 5.1 METERS BELOW THE SURFACE.
 CK5901'
 CK5901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5901'COUNTY ROAD NUMBERS OBTAINED FROM -- GENERAL HIGHWAY MAP BRYAN
 CK5901'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5901'
 CK5901'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5902 ***********************************************************************
 CK5902  DESIGNATION -  BV 016 242 RM 1
 CK5902  PID         -  CK5902
 CK5902  STATE/COUNTY-  GA/BULLOCH
 CK5902  USGS QUAD   -  DAISY (1976)
 CK5902
 CK5902                         *CURRENT SURVEY CONTROL
 CK5902  ___________________________________________________________________
 CK5902* NAD 83(1994)-  32 12 49.53154(N)    081 46 05.79774(W)     ADJUSTED  
 CK5902* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 CK5902  ___________________________________________________________________
 CK5902  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK5902  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 CK5902
 CK5902  HORZ ORDER  -  SECOND
 CK5902
 CK5902.The horizontal coordinates were established by classical geodetic methods
 CK5902.and adjusted by the National Geodetic Survey in September 1997..
 CK5902
 CK5902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5902
 CK5902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5902
 CK5902.The geoid height was determined by GEOID03.
 CK5902
 CK5902;                    North         East     Units Scale Factor Converg.
 CK5902;SPC GA E     -   245,487.519   237,553.854   MT  0.99991739   +0 12 44.6
 CK5902;SPC GA E     -   805,403.64    779,374.60   sFT  0.99991739   +0 12 44.6
 CK5902;UTM  17      - 3,564,388.408   427,600.037   MT  0.99966464   -0 24 34.5
 CK5902
 CK5902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5902!SPC GA E     -   0.99999705  x   0.99991739  =   0.99991444
 CK5902!UTM  17      -   0.99999705  x   0.99966464  =   0.99966169
 CK5902
 CK5902                          SUPERSEDED SURVEY CONTROL
 CK5902
 CK5902  NAD 83(1986)-  32 12 49.53599(N)    081 46 05.79845(W) AD(       ) 2
 CK5902  NGVD 29 (10/08/91)   49.0    (m)          161.     (f) H LEVEL        
 CK5902
 CK5902.Superseded values are not recommended for survey control.
 CK5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5902.See file dsdata.txt to determine how the superseded data were derived.
 CK5902
 CK5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2760064388(NAD 83)
 CK5902_MARKER: DD = SURVEY DISK
 CK5902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5902+STABILITY: SURFACE MOTION
 CK5902
 CK5902  HISTORY     - Date     Condition        Report By
 CK5902  HISTORY     - 1982     MONUMENTED       GADT
 CK5902
 CK5902                          STATION DESCRIPTION
 CK5902
 CK5902'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5902'THE STATION IS LOCATED APPROXIMATELY 7.75 KM (4.80 MI)
 CK5902'NORTH-NORTHWEST OF GROVELAND, 9.1 KM (5.65 MI) NORTHEAST OF DAISY,
 CK5902'AND 9.4 KM (5.85 MI) SOUTH-SOUTHWEST OF DENMARK.
 CK5902'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5902'
 CK5902'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND
 CK5902'STATE ROUTE 67 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO
 CK5902'NORTHWEST ALONG STATE ROUTE 46 FOR 1.45 KM (0.9 MI) TO THE
 CK5902'JUNCTION OF PAVED COUNTY ROAD 90733 CROSSING.  TURN LEFT AND GO
 CK5902'SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.2 KM (2 MI) TO THE
 CK5902'JUNCTION OF PAVED COUNTY ROAD 584 CROSSING IN THE COMMUNITY
 CK5902'OF NEVILS.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY ROAD 584
 CK5902'FOR 5.45 KM (3.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269
 CK5902'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 584 FOR
 CK5902'0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 CK5902'
 CK5902'THE STATION IS A STANDARD GADT DISK
 CK5902'STAMPED---016-242 1982 RM 1---,
 CK5902'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5902'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5902'14.33 METERS (47.00 FT) EAST FROM THE CENTERLINE OF PAVED
 CK5902'COUNTY ROAD 584,
 CK5902'13.32 METERS (43.70 FT) SOUTH-SOUTHWEST FROM A 4 INCH CHERRY
 CK5902'TREE ON THE FENCELINE,
 CK5902'3.51 METERS (11.50 FT) NORTHWEST FROM ANOTHER 4 INCH CHERRY
 CK5902'TREE ON THE FENCELINE, AND
 CK5902'2.47 METERS (8.1 FT) WEST FROM A WITNESS POST.
 CK5902'
 CK5902'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5902'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5902'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5902'
 CK5902'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3914 ***********************************************************************
 AB3914  DESIGNATION -  BV 016 244
 AB3914  PID         -  AB3914
 AB3914  STATE/COUNTY-  GA/BULLOCH
 AB3914  USGS QUAD   -  GROVELAND (1976)
 AB3914
 AB3914                         *CURRENT SURVEY CONTROL
 AB3914  ___________________________________________________________________
 AB3914* NAD 83(1994)-  32 13 51.83484(N)    081 38 42.71727(W)     ADJUSTED  
 AB3914* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 AB3914  ___________________________________________________________________
 AB3914  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AB3914  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AB3914
 AB3914  HORZ ORDER  -  SECOND
 AB3914
 AB3914.The horizontal coordinates were established by classical geodetic methods
 AB3914.and adjusted by the National Geodetic Survey in September 1997..
 AB3914
 AB3914.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3914
 AB3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3914
 AB3914.The geoid height was determined by GEOID03.
 AB3914
 AB3914;                    North         East     Units Scale Factor Converg.
 AB3914;SPC GA E     -   247,456.136   249,146.500   MT  0.99992978   +0 16 41.2
 AB3914;SPC GA E     -   811,862.34    817,408.14   sFT  0.99992978   +0 16 41.2
 AB3914;UTM  17      - 3,566,230.549   439,210.255   MT  0.99964557   -0 20 38.8
 AB3914
 AB3914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3914!SPC GA E     -   0.99999987  x   0.99992978  =   0.99992965
 AB3914!UTM  17      -   0.99999987  x   0.99964557  =   0.99964544
 AB3914
 AB3914|---------------------------------------------------------------------|
 AB3914| PID    Reference Object                     Distance      Geod. Az  |
 AB3914|                                                           dddmmss.s |
 AB3914| AB3916 BV 016 244 RM 1                      18.574 METERS 10501     |
 AB3914| AB3915 BV 016 244 AZ MK                    APPROX. 1.1 KM 2851328.0 |
 AB3914|---------------------------------------------------------------------|
 AB3914
 AB3914                          SUPERSEDED SURVEY CONTROL
 AB3914
 AB3914  NAD 83(1986)-  32 13 51.83839(N)    081 38 42.72501(W) AD(       ) 2
 AB3914  NGVD 29 (05/09/96)   31.3    (m)          103.     (f) H LEVEL        
 AB3914
 AB3914.Superseded values are not recommended for survey control.
 AB3914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3914.See file dsdata.txt to determine how the superseded data were derived.
 AB3914
 AB3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3921066231(NAD 83)
 AB3914_MARKER: DD = SURVEY DISK
 AB3914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3914
 AB3914  HISTORY     - Date     Condition        Report By
 AB3914  HISTORY     - 1982     MONUMENTED       GADT
 AB3914
 AB3914                          STATION DESCRIPTION
 AB3914
 AB3914'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3914'THE STATION IS LOCATED APPROXIMATELY 10.7 KM (6.65 MI) NORTH FROM
 AB3914'PEMBROKE, 12 KM (7.45 MI) EAST-SOUTHEAST FROM NEVILS, AND 13.6 KM
 AB3914'(8.45 MI) SOUTHWEST FROM STILSON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3914'WAY.
 AB3914'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 AB3914'INTERSTATE HIGHWAY 16, LOCATED ABOUT 4.05 KM (2.5 MI) SOUTH-SOUTHEAST
 AB3914'FROM DENMARK, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 3.6 KM (2.25 MI)
 AB3914'TO THE JUNCTION OF PAVED COUNTY ROAD 284 (RED HILL CHURCH ROAD)
 AB3914'OVERHEAD BRIDGE.  CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY 16 FOR
 AB3914'1.6 KM (1 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST
 AB3914'ALONG INTERSTATE HIGHWAY 16 FOR 1.2 KM (0.75 MI) TO THE STATION ON THE
 AB3914'RIGHT.
 AB3914'THE STATION IS A STANDARD GADT DISK STAMPED---016-244 GADT---, SET
 AB3914'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3914'WITH GROUND.  IT IS LOCATED 8.84 METERS (29 FT) SOUTH FROM THE
 AB3914'CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 16, 30.08
 AB3914'METERS (98.7 FT) WEST FROM THE NORTHERN-MOST LEG OF THE EXIT 27 ROAD
 AB3914'SIGN, 31.79 METERS (104.3 FT) WEST-NORTHWEST FROM THE SOUTHERN-MOST
 AB3914'LEG OF THE EXIT 27 SIGN, 0.7 METER (2.3 FT) SOUTH-SOUTHEAST FROM A
 AB3914'REFLECTOR POST, AND 1.04 METERS (3.4 FT) NORTH FROM A WITNESS POST.
 AB3914'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-244
 AB3914'1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 AB3914'SURFACE.
 AB3914'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-244 1982
 AB3914'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3914'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 10.73 METERS (35.2 FT)
 AB3914'SOUTH FROM THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY
 AB3914'16, 11.58 METERS (38 FT) WEST-NORTHWEST FROM THE NORTHERN-MOST LEG OF
 AB3914'EXIT 27 ROAD SIGN, 14.33 METERS (47 FT) NORTHWEST FROM THE
 AB3914'SOUTHERN-MOST LEG OF THE ROAD SIGN, AND 0.98 METER (3.2 FT) NORTH FROM
 AB3914'A WITNESS POST. MARK IS BELOW STATION 0.300 METERS.
 AB3914'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-244 1982
 AB3914'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3914'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 8.66 METERS
 AB3914'(28.4 FT) SOUTH FROM THE CENTERLINE OF THE EAST BOUND LANE OF
 AB3914'INTERSTATE HIGHWAY 16, 35.57 METERS (116.7 FT) NORTHWEST FROM AN 8
 AB3914'INCH PINE AT THE RIGHT OF WAY FENCE, 0.61 METER (2 FT) SOUTH-SOUTHEAST
 AB3914'FROM A REFLECTOR POST, AND 0.98 METER (3.2 FT) NORTH FROM A WITNESS
 AB3914'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-244
 AB3914'1982 AZ MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW
 AB3914'THE SURFACE OF THE GROUND.
 AB3914'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3914'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3914'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3914'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3915 ***********************************************************************
 AB3915  DESIGNATION -  BV 016 244 AZ MK
 AB3915  PID         -  AB3915
 AB3915  STATE/COUNTY-  GA/BULLOCH
 AB3915  USGS QUAD   -  GROVELAND (1976)
 AB3915
 AB3915                         *CURRENT SURVEY CONTROL
 AB3915  ___________________________________________________________________
 AB3915* NAD 83(1994)-  32 14 01.43027(N)    081 39 24.20700(W)     ADJUSTED  
 AB3915* NAVD 88     -        34.8    (meters)     114.     (feet)  VERTCON   
 AB3915  ___________________________________________________________________
 AB3915  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AB3915  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AB3915
 AB3915  HORZ ORDER  -  SECOND
 AB3915
 AB3915.The horizontal coordinates were established by classical geodetic methods
 AB3915.and adjusted by the National Geodetic Survey in September 1997..
 AB3915
 AB3915.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3915
 AB3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3915
 AB3915.The geoid height was determined by GEOID03.
 AB3915
 AB3915;                    North         East     Units Scale Factor Converg.
 AB3915;SPC GA E     -   247,746.466   248,058.900   MT  0.99992847   +0 16 19.2
 AB3915;SPC GA E     -   812,814.86    813,839.91   sFT  0.99992847   +0 16 19.2
 AB3915;UTM  17      - 3,566,532.588   438,126.179   MT  0.99964721   -0 21 01.0
 AB3915
 AB3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3915!SPC GA E     -   0.99999928  x   0.99992847  =   0.99992775
 AB3915!UTM  17      -   0.99999928  x   0.99964721  =   0.99964649
 AB3915
 AB3915:                Primary Azimuth Mark                     Grid Az
 AB3915:SPC GA E     -  BV 016 244                               104 56 46.7
 AB3915:UTM  17      -  BV 016 244                               105 34 06.9
 AB3915
 AB3915|---------------------------------------------------------------------|
 AB3915| PID    Reference Object                     Distance      Geod. Az  |
 AB3915|                                                           dddmmss.s |
 AB3915| AB3914 BV 016 244                          APPROX. 1.1 KM 1051305.9 |
 AB3915|---------------------------------------------------------------------|
 AB3915
 AB3915                          SUPERSEDED SURVEY CONTROL
 AB3915
 AB3915  NAD 83(1986)-  32 14 01.43243(N)    081 39 24.21500(W) AD(       ) 2
 AB3915  NGVD 29 (05/09/96)   35.0    (m)          115.     (f) VERT ANG       
 AB3915
 AB3915.Superseded values are not recommended for survey control.
 AB3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3915.See file dsdata.txt to determine how the superseded data were derived.
 AB3915
 AB3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3812666533(NAD 83)
 AB3915_MARKER: DD = SURVEY DISK
 AB3915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3915
 AB3915  HISTORY     - Date     Condition        Report By
 AB3915  HISTORY     - 1982     MONUMENTED       GADT
 AB3915
 AB3915                          STATION DESCRIPTION
 AB3915
 AB3915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3915'THE STATION IS LOCATED ABOUT 10.45 KM (6.5 MI) EAST-SOUTHEAST FROM
 AB3915'NEVILS, 11.25 KM (7 MI) NORTH FROM PEMBROKE, AND 14.5 KM (9 MI)
 AB3915'SOUTHWEST FROM STILSON. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3915'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 AB3915'INTERSTATE HIGHWAY 16, LOCATED ABOUT 4.05 KM (2.5 MI) SOUTH-SOUTHEAST
 AB3915'FROM DENMARK, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 3.6 KM (2.25 MI)
 AB3915'TO THE JUNCTION OF THE COUNTY PAVED ROAD 284 (RED HILL CHURCH ROAD)
 AB3915'OVERHEAD BRIDGE.  CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY 16 FOR
 AB3915'1.6 KM (1 MI) TO THE STATION ON THE LEFT.
 AB3915'THE STATION IS A STANDARD GADT DISK STAMPED---016-244 1982 AZ MK---,
 AB3915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3915'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 8.66 METERS (28.4 FT)
 AB3915'SOUTH FROM THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY
 AB3915'16, 35.57 METERS (116.7 FT) NORTHWEST FROM AN 8 INCH PINE TREE AT THE
 AB3915'RIGHT OF WAY FENCE, 0.61 METER (2 FT) SOUTH-SOUTHEAST FROM A REFLECTOR
 AB3915'POST, AND 0.98 METER (3.2 FT) NORTH FROM A WITNESS POST. THE
 AB3915'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-244 1982 AZ
 AB3915'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE
 AB3915'SURFACE.
 AB3915'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3915'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3915'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3915'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3916 ***********************************************************************
 AB3916  DESIGNATION -  BV 016 244 RM 1
 AB3916  PID         -  AB3916
 AB3916  STATE/COUNTY-  GA/BULLOCH
 AB3916  USGS QUAD   -  GROVELAND (1976)
 AB3916
 AB3916                         *CURRENT SURVEY CONTROL
 AB3916  ___________________________________________________________________
 AB3916* NAD 83(1994)-  32 13 51.67856(N)    081 38 42.03210(W)     ADJUSTED  
 AB3916* NAVD 88     -        30.81   (+/-2cm)     101.1    (feet)  VERTCON   
 AB3916  ___________________________________________________________________
 AB3916  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AB3916  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AB3916
 AB3916  HORZ ORDER  -  SECOND
 AB3916  VERT ORDER  -  THIRD (See Below)
 AB3916
 AB3916.The horizontal coordinates were established by classical geodetic methods
 AB3916.and adjusted by the National Geodetic Survey in September 1997..
 AB3916
 AB3916.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3916.The vertical order pertains to the NGVD 29 superseded value.
 AB3916
 AB3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3916
 AB3916.The geoid height was determined by GEOID03.
 AB3916
 AB3916;                    North         East     Units Scale Factor Converg.
 AB3916;SPC GA E     -   247,451.410   249,164.461   MT  0.99992980   +0 16 41.6
 AB3916;SPC GA E     -   811,846.83    817,467.07   sFT  0.99992980   +0 16 41.6
 AB3916;UTM  17      - 3,566,225.629   439,228.159   MT  0.99964554   -0 20 38.5
 AB3916
 AB3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3916!SPC GA E     -   0.99999991  x   0.99992980  =   0.99992971
 AB3916!UTM  17      -   0.99999991  x   0.99964554  =   0.99964545
 AB3916
 AB3916                          SUPERSEDED SURVEY CONTROL
 AB3916
 AB3916  NAD 83(1986)-  32 13 51.68213(N)    081 38 42.03983(W) AD(       ) 2
 AB3916  NGVD 29 (05/09/96)   31.05   (m)          101.9    (f) LEVELING    3  
 AB3916
 AB3916.Superseded values are not recommended for survey control.
 AB3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3916.See file dsdata.txt to determine how the superseded data were derived.
 AB3916
 AB3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3922866226(NAD 83)
 AB3916_MARKER: DD = SURVEY DISK
 AB3916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3916
 AB3916  HISTORY     - Date     Condition        Report By
 AB3916  HISTORY     - 1982     MONUMENTED       GADT
 AB3916
 AB3916                          STATION DESCRIPTION
 AB3916
 AB3916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3916'THE STATION IS LOCATED APPROXIMATELY 10.7 KM (6.65 MI) NORTH FROM
 AB3916'PEMBROKE, 12 KM (7.45 MI) EAST-SOUTHEAST FROM NEVILS, AND 13.6 KM
 AB3916'(8.45 MI) SOUTHWEST FROM STILSON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3916'WAY.
 AB3916'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 AB3916'INTERSTATE HIGHWAY 16, LOCATED 4.05 KM (2.5 MI) SOUTH-SOUTHEAST FROM
 AB3916'DENMARK, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 3.6 KM (2.25 MI) TO
 AB3916'THE JUNCTION OF COUNTY PAVED ROAD 284 (RED HILL CHURCH ROAD) OVERHEAD
 AB3916'BRIDGE.  CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY 16 FOR 2.8 KM
 AB3916'(1.75 MI) TO THE STATION ON THE RIGHT.
 AB3916'THE STATION IS A STANDARD GADT DISK STAMPED---016-244 1982 RM 1---,
 AB3916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3916'FLUSH WITH GROUND.  IT IS LOCATED 10.73 METERS (35.2 FT) SOUTH FROM
 AB3916'THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 16, 11.58
 AB3916'METERS (38 FT) WEST-NORTHWEST FROM THE NORTHERN-MOST LEG OF EXIT ROAD
 AB3916'SIGN 27, 14.33 METERS (47 FT) NORTHWEST FROM THE SOUTHERN-MOST LEG OF
 AB3916'THE ROAD SIGN, AND 0.98 METER (3.2 FT) NORTH FROM A WITNESS POST.
 AB3916'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3916'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3916'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3916'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3917 ***********************************************************************
 AB3917  DESIGNATION -  BV 016 245
 AB3917  PID         -  AB3917
 AB3917  STATE/COUNTY-  GA/BULLOCH
 AB3917  USGS QUAD   -  GROVELAND (1976)
 AB3917
 AB3917                         *CURRENT SURVEY CONTROL
 AB3917  ___________________________________________________________________
 AB3917* NAD 83(1994)-  32 14 17.45048(N)    081 40 23.74748(W)     ADJUSTED  
 AB3917* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 AB3917  ___________________________________________________________________
 AB3917  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AB3917  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AB3917
 AB3917  HORZ ORDER  -  SECOND
 AB3917
 AB3917.The horizontal coordinates were established by classical geodetic methods
 AB3917.and adjusted by the National Geodetic Survey in September 1997..
 AB3917
 AB3917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3917
 AB3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3917
 AB3917.The geoid height was determined by GEOID03.
 AB3917
 AB3917;                    North         East     Units Scale Factor Converg.
 AB3917;SPC GA E     -   248,232.616   246,497.917   MT  0.99992665   +0 15 47.5
 AB3917;SPC GA E     -   814,409.84    808,718.58   sFT  0.99992665   +0 15 47.5
 AB3917;UTM  17      - 3,567,035.523   436,571.002   MT  0.99964961   -0 21 33.0
 AB3917
 AB3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3917!SPC GA E     -   0.99999833  x   0.99992665  =   0.99992498
 AB3917!UTM  17      -   0.99999833  x   0.99964961  =   0.99964794
 AB3917
 AB3917:                Primary Azimuth Mark                     Grid Az
 AB3917:SPC GA E     -  BV 016 245 AZ MK                         199 59 07.7
 AB3917:UTM  17      -  BV 016 245 AZ MK                         200 36 28.2
 AB3917
 AB3917|---------------------------------------------------------------------|
 AB3917| PID    Reference Object                     Distance      Geod. Az  |
 AB3917|                                                           dddmmss.s |
 AB3917| AB3918 BV 016 245 AZ MK                    APPROX. 0.5 KM 2001455.2 |
 AB3917|---------------------------------------------------------------------|
 AB3917
 AB3917                          SUPERSEDED SURVEY CONTROL
 AB3917
 AB3917  NAD 83(1986)-  32 14 17.45059(N)    081 40 23.75603(W) AD(       ) 2
 AB3917  NGVD 29 (05/09/96)   41.1    (m)          135.     (f) VERT ANG       
 AB3917
 AB3917.Superseded values are not recommended for survey control.
 AB3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3917.See file dsdata.txt to determine how the superseded data were derived.
 AB3917
 AB3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3657167036(NAD 83)
 AB3917_MARKER: DD = SURVEY DISK
 AB3917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3917
 AB3917  HISTORY     - Date     Condition        Report By
 AB3917  HISTORY     - 1982     MONUMENTED       GADT
 AB3917
 AB3917                          STATION DESCRIPTION
 AB3917
 AB3917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3917'THE STATION IS LOCATED APPROXIMATELY 7.15 KM (4.45 MI) SOUTHEAST FROM
 AB3917'DENMARK, 12.4 KM (7.7 MI) NORTH-NORTHWEST FROM PEMBROKE, AND 15.05 KM
 AB3917'(9.35 MI) SOUTHWEST FROM STILSON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3917'WAY.
 AB3917'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 AB3917'ROUTE 46 LOCATED ABOUT 1.6 KM (1 MI)  SOUTH FROM DENMARK, GO SOUTHEAST
 AB3917'ALONG STATE ROUTE 46 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF DIRT
 AB3917'COUNTY ROAD 316 TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG STATE
 AB3917'ROUTE 46 FOR 3 KM (1.85 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 284
 AB3917'(RED HILL CHURCH ROAD) TO THE RIGHT AND THE RED HILL CHURCH ON THE
 AB3917'LEFT.  TURN RIGHT AND GO SOUTH ALONG COUNTY ROAD 284 FOR 1.3 KM (0.8
 AB3917'MI) TO A BRIDGE CROSSING OVER INTERSTATE HIGHWAY 16 AND THE STATION ON
 AB3917'THE APPROXIMATE CENTER OF THE BRIDGE NEAR THE EAST CURB.
 AB3917'THE STATION IS A STANDARD GADT DISK STAMPED---016-245 1982---, SET
 AB3917'INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE SURFACE OF THE BRIDGE AND
 AB3917'FLUSH WITH THE SURFACE. IT IS LOCATED 3.2 METERS (10.5 FT) EAST FROM
 AB3917'THE CENTERLINE OF COUNTY ROAD 284, 1.4 METERS (4.6 FT) WEST FROM THE
 AB3917'INSIDE CONCRETE CURB OF THE EAST SIDE OF THE BRIDGE, 40.57 METERS
 AB3917'(133.1 FT) SOUTHEAST FROM THE NORTHWEST PARAPET BARRIER END POST OF
 AB3917'THE BRIDGE, AND 39.35 METERS (129.1 FT) NORTHEAST FROM THE SOUTHWEST
 AB3917'PARAPET BARRIER END POST OF THE BRIDGE.
 AB3917'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-245 1982
 AB3917'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3917'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 17.95 METERS (58.9 FT)
 AB3917'SOUTH-SOUTHEAST FROM THE CENTERLINE OF PAVED COUNTY ROAD 284, 33.47
 AB3917'METERS (109.8 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF A 24 INCH
 AB3917'CONCRETE CROSS DRAIN PIPE UNDER THE ROAD, 14.75 METERS (48.4 FT)
 AB3917'SOUTHWEST FROM THE SOUTH END OF A 24 INCH CONCRETE CROSS DRAIN PIPE ,
 AB3917'AND 0.61 METER (2 FT) NORTH-NORTHWEST FROM A WITNESS POST. TO REACH
 AB3917'AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG PAVED COUNTY ROAD
 AB3917'284 (RED HILL CHURCH ROAD) FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK
 AB3917'ON THE LEFT. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AB3917'STAMPED---016-245 1982 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3917'CONCRETE 0.92 METER BELOW THE SURFACE OF THE GROUND.
 AB3917'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3917'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3917'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3917'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3918 ***********************************************************************
 AB3918  DESIGNATION -  BV 016 245 AZ MK
 AB3918  PID         -  AB3918
 AB3918  STATE/COUNTY-  GA/BULLOCH
 AB3918  USGS QUAD   -  GROVELAND (1976)
 AB3918
 AB3918                         *CURRENT SURVEY CONTROL
 AB3918  ___________________________________________________________________
 AB3918* NAD 83(1994)-  32 14 01.21357(N)    081 40 30.79449(W)     ADJUSTED  
 AB3918* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 AB3918  ___________________________________________________________________
 AB3918  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AB3918  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AB3918
 AB3918  HORZ ORDER  -  SECOND
 AB3918
 AB3918.The horizontal coordinates were established by classical geodetic methods
 AB3918.and adjusted by the National Geodetic Survey in September 1997..
 AB3918
 AB3918.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3918
 AB3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3918
 AB3918.The geoid height was determined by GEOID03.
 AB3918
 AB3918;                    North         East     Units Scale Factor Converg.
 AB3918;SPC GA E     -   247,731.666   246,315.730   MT  0.99992645   +0 15 43.7
 AB3918;SPC GA E     -   812,766.31    808,120.86   sFT  0.99992645   +0 15 43.7
 AB3918;UTM  17      - 3,566,536.720   436,383.437   MT  0.99964991   -0 21 36.6
 AB3918
 AB3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3918!SPC GA E     -   0.99999943  x   0.99992645  =   0.99992588
 AB3918!UTM  17      -   0.99999943  x   0.99964991  =   0.99964935
 AB3918
 AB3918                          SUPERSEDED SURVEY CONTROL
 AB3918
 AB3918  NAD 83(1986)-  32 14 01.21346(N)    081 40 30.80230(W) AD(       ) 2
 AB3918  NGVD 29 (05/09/96)   34.0    (m)          112.     (f) VERT ANG       
 AB3918
 AB3918.Superseded values are not recommended for survey control.
 AB3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3918.See file dsdata.txt to determine how the superseded data were derived.
 AB3918
 AB3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3638366537(NAD 83)
 AB3918_MARKER: DD = SURVEY DISK
 AB3918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3918
 AB3918  HISTORY     - Date     Condition        Report By
 AB3918  HISTORY     - 1982     MONUMENTED       GADT
 AB3918
 AB3918                          STATION DESCRIPTION
 AB3918
 AB3918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3918'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) SOUTHEAST FROM DENMARK,
 AB3918'11.9 KM (7.4 MI) NORTH-NORTHWEST FROM PEMBROKE, AND 15.45 KM (9.6 MI)
 AB3918'SOUTHWEST FROM STILSON. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 AB3918'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE  67 AND STATE
 AB3918'ROUTE 46 LOCATED ABOUT 1.6 KM (1 MI) SOUTH FROM DENMARK, GO SOUTHEAST
 AB3918'ALONG STATE ROUTE 46 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF DIRT
 AB3918'COUNTY ROAD 316 TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG STATE
 AB3918'ROUTE 46 FOR 3 KM (1.85 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 284
 AB3918'(RED HILL CHURCH ROAD) TO THE RIGHT AND THE RED HILL CHURCH ON THE
 AB3918'LEFT.  TURN RIGHT AND GO SOUTH ALONG COUNTY ROAD 284 FOR 1.3 KM (0.8
 AB3918'MI) TO A BRIDGE CROSSING INTERSTATE HIGHWAY 16.  CONTINUE GOING SOUTH
 AB3918'ALONG PAVED COUNTY ROAD 284 FOR 0.55 KM (0.35 MI) TO THE STATION ON
 AB3918'THE LEFT.
 AB3918'THE STATION IS A STANDARD GADT DISK STAMPED---016-245 1982 AZ MK---,
 AB3918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3918'FLUSH WITH GROUND.  IT IS LOCATED 17.95 METERS (58.9 FT)
 AB3918'SOUTH-SOUTHEAST FROM THE CENTERLINE OF PAVED COUNTY ROAD 284, 33.47
 AB3918'METERS (109.8 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF A 24 INCH
 AB3918'CONCRETE CROSS DRAIN PIPE UNDER THE ROAD, 14.75 METERS (48.4 FT)
 AB3918'SOUTHWEST FROM THE SOUTH END OF THE 24 INCH CONCRETE CROSS DRAIN PIPE,
 AB3918'AND 0.61 METER (2 FT) NORTH-NORTHWEST FROM A WITNESS POST. THE
 AB3918'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-245 1982 AZ
 AB3918'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE
 AB3918'SURFACE.
 AB3918'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3918'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3918'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3918'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3919 ***********************************************************************
 AB3919  DESIGNATION -  BV 016 246
 AB3919  PID         -  AB3919
 AB3919  STATE/COUNTY-  GA/BULLOCH
 AB3919  USGS QUAD   -  GROVELAND (1976)
 AB3919
 AB3919                         *CURRENT SURVEY CONTROL
 AB3919  ___________________________________________________________________
 AB3919* NAD 83(1994)-  32 14 35.95428(N)    081 41 19.06517(W)     ADJUSTED  
 AB3919* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 AB3919  ___________________________________________________________________
 AB3919  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AB3919  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AB3919
 AB3919  HORZ ORDER  -  SECOND
 AB3919
 AB3919.The horizontal coordinates were established by classical geodetic methods
 AB3919.and adjusted by the National Geodetic Survey in September 1997..
 AB3919
 AB3919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3919
 AB3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3919
 AB3919.The geoid height was determined by GEOID03.
 AB3919
 AB3919;                    North         East     Units Scale Factor Converg.
 AB3919;SPC GA E     -   248,795.993   245,047.284   MT  0.99992502   +0 15 18.2
 AB3919;SPC GA E     -   816,258.19    803,959.30   sFT  0.99992502   +0 15 18.2
 AB3919;UTM  17      - 3,567,614.465   435,126.973   MT  0.99965190   -0 22 02.7
 AB3919
 AB3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3919!SPC GA E     -   0.99999941  x   0.99992502  =   0.99992443
 AB3919!UTM  17      -   0.99999941  x   0.99965190  =   0.99965131
 AB3919
 AB3919|---------------------------------------------------------------------|
 AB3919| PID    Reference Object                     Distance      Geod. Az  |
 AB3919|                                                           dddmmss.s |
 AB3919| AB3921 BV 016 246 RM 1                      18.484 METERS 30421     |
 AB3919| AB3920 BV 016 247                          APPROX. 1.7 KM 3122956.0 |
 AB3919|---------------------------------------------------------------------|
 AB3919
 AB3919                          SUPERSEDED SURVEY CONTROL
 AB3919
 AB3919  NAD 83(1986)-  32 14 35.95246(N)    081 41 19.07387(W) AD(       ) 2
 AB3919  NGVD 29 (05/09/96)   34.1    (m)          112.     (f) VERT ANG       
 AB3919
 AB3919.Superseded values are not recommended for survey control.
 AB3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3919.See file dsdata.txt to determine how the superseded data were derived.
 AB3919
 AB3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3512767614(NAD 83)
 AB3919_MARKER: DD = SURVEY DISK
 AB3919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3919
 AB3919  HISTORY     - Date     Condition        Report By
 AB3919  HISTORY     - 1982     MONUMENTED       GADT
 AB3919
 AB3919                          STATION DESCRIPTION
 AB3919
 AB3919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3919'THE STATION IS LOCATED AAPPROXIMATELY 6.1 KM (3.8 MI) SOUTH-SOUTHEAST
 AB3919'FROM DENMARK, 7.75 KM (4.8 MI) EAST-SOUTHEAST FROM NEVILS, AND 13.2 KM
 AB3919'(8.2 MI) NORTH-NORTHWEST FROM PEMBROKE. OWNERSHIP--STATE OF GEORGIA
 AB3919'RIGHT OF WAY.
 AB3919'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 AB3919'INTERSTATE HIGHWAY 16 LOCATED ABOUT 4.05 KM (2.5 MI) SOUTH-SOUTHEAST
 AB3919'FROM DENMARK, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 2.8 KM (1.75 MI)
 AB3919'TO THE STATION ON THE RIGHT NEAR THE RIGHT OF WAY FENCELINE.
 AB3919'THE STATION IS A STANDARD GADT DISK STAMPED---016-246 1982---, SET
 AB3919'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3919'WITH GROUND.  IT IS LOCATED 31.18 METERS (102.3 FT) SOUTH-SOUTHWEST
 AB3919'FROM THE CENTERLINE OF THE EAST BOUND LANE OF IINTERSTATE HIGHWAY 16,
 AB3919'31.12 METERS (102.1 FT) SOUTHEAST FROM THE + SIGN OF STATION 545+00
 AB3919'INLAYED IN THE CONCRETE ON THE EAST BOUND LANE OF INTERSTATE HIGHWAY
 AB3919'16, 32.19 METERS (105.6 FT) EAST-SOUTHEAST FROM A REFLECTOR POST, AND
 AB3919'0.91 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND
 AB3919'MARK IS A STANDARD GADT DISK STAMPED---016-246 1982---, SET INTO AN
 AB3919'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3919'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-246 1982
 AB3919'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3919'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 31.18 METERS (102.3 FT)
 AB3919'SOUTHWEST FROM THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE
 AB3919'HIGHWAY 16, 28.01 METERS (91.9 FT) WEST-SOUTHWEST FROM THE + SIGN OF
 AB3919'STATION 545+00 INLAYED IN CONCRETE ON THE EAST BOUND LANE OF
 AB3919'INTERSTATE HIGHWAY 16, 23.77 METERS (78 FT) SOUTH FROM THE REFLECTOR
 AB3919'POST, AND 0.88 METER (2.9 FT) NORTHEAST FROM A WITNESS POST. MARK IS
 AB3919'LEVEL WITH STATION.
 AB3919'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3919'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3919'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3919'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3920 ***********************************************************************
 AB3920  DESIGNATION -  BV 016 247
 AB3920  PID         -  AB3920
 AB3920  STATE/COUNTY-  GA/BULLOCH
 AB3920  USGS QUAD   -  DENMARK (1978)
 AB3920
 AB3920                         *CURRENT SURVEY CONTROL
 AB3920  ___________________________________________________________________
 AB3920* NAD 83(1994)-  32 15 12.38740(N)    081 42 05.85879(W)     ADJUSTED  
 AB3920* NAVD 88     -        34.9    (meters)     115.     (feet)  VERTCON   
 AB3920  ___________________________________________________________________
 AB3920  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AB3920  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AB3920
 AB3920  HORZ ORDER  -  SECOND
 AB3920
 AB3920.The horizontal coordinates were established by classical geodetic methods
 AB3920.and adjusted by the National Geodetic Survey in September 1997..
 AB3920
 AB3920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3920
 AB3920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3920
 AB3920.The geoid height was determined by GEOID03.
 AB3920
 AB3920;                    North         East     Units Scale Factor Converg.
 AB3920;SPC GA E     -   249,912.771   243,817.540   MT  0.99992367   +0 14 53.4
 AB3920;SPC GA E     -   819,922.15    799,924.71   sFT  0.99992367   +0 14 53.4
 AB3920;UTM  17      - 3,568,744.232   433,909.766   MT  0.99965386   -0 22 28.0
 AB3920
 AB3920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3920!SPC GA E     -   0.99999926  x   0.99992367  =   0.99992293
 AB3920!UTM  17      -   0.99999926  x   0.99965386  =   0.99965312
 AB3920
 AB3920|---------------------------------------------------------------------|
 AB3920| PID    Reference Object                     Distance      Geod. Az  |
 AB3920|                                                           dddmmss.s |
 AB3920| AB3922 BV 016 247 RM 1                      16.637 METERS 08840     |
 AB3920| AB3919 BV 016 246                          APPROX. 1.7 KM 1322931.0 |
 AB3920|---------------------------------------------------------------------|
 AB3920
 AB3920                          SUPERSEDED SURVEY CONTROL
 AB3920
 AB3920  NAD 83(1986)-  32 15 12.38398(N)    081 42 05.86772(W) AD(       ) 2
 AB3920  NGVD 29 (05/09/96)   35.1    (m)          115.     (f) VERT ANG       
 AB3920
 AB3920.Superseded values are not recommended for survey control.
 AB3920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3920.See file dsdata.txt to determine how the superseded data were derived.
 AB3920
 AB3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3391068744(NAD 83)
 AB3920_MARKER: DD = SURVEY DISK
 AB3920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3920
 AB3920  HISTORY     - Date     Condition        Report By
 AB3920  HISTORY     - 1982     MONUMENTED       GADT
 AB3920
 AB3920                          STATION DESCRIPTION
 AB3920
 AB3920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3920'THE STATION IS LOCATED APPROXIMATELY 4.65 KM (2.9 MI) SOUTH-SOUTHEAST
 AB3920'FROM DENMARK, 6.1 KM (3.8 MI) EAST-SOUTHEAST FROM NEVILS, AND 14.5 KM
 AB3920'(9 MI) NORTH-NORTHWEST FROM PEMBROKE. OWNERSHIP--STATE OF GEORGIA
 AB3920'RIGHT OF WAY.
 AB3920'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 AB3920'INTERSTATE HIGHWAY 16, LOCATED ABOUT 4.05 KM (2.5 MI) SOUTH-SOUTHEAST
 AB3920'FROM DENMARK, GO EAST ALONG INTERSTATE HIGHWAY 16 FOR 1.15 KM (0.7 MI)
 AB3920'TO THE STATION ON THE LEFT.
 AB3920'THE STATION IS A STANDARD GADT DISK STAMPED---016-247 1982---, SET
 AB3920'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3920'WITH GROUND.  IT IS LOCATED 13.11 METERS (43 FT) NORTH FROM THE
 AB3920'CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 16, 15.61
 AB3920'METERS (51.2 FT) SOUTHEAST FROM A 4 INCH PINE TREE, 18.23 METERS (59.8
 AB3920'FT) WEST-SOUTHWEST FROM ANOTHER 4 INCH PINE TREE, AND 1.04 METERS (3.4
 AB3920'FT) SOUTH FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3920'DISK STAMPED---016-247 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3920'0.9 METERS BELOW THE SURFACE.
 AB3920'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---016-247 1982
 AB3920'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3920'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 22.04 METERS (72.30 FT)
 AB3920'NORTH FROM THE CENTERLINE OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY
 AB3920'16, 1.65 METERS (5.4 FT) SOUTHWEST FROM THE 4 INCH PINE TREE, 1.68
 AB3920'METERS (5.5 FT) SOUTH-SOUTHEAST FROM A 2 INCH PINE TREE, AND 1.01
 AB3920'METERS (3.3 FT) SOUTH FROM A WITNESS POST. MARK IS BELOW STATION 0.300
 AB3920'METERS.
 AB3920'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 AB3920'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3920'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3920'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5903 ***********************************************************************
 CK5903  DESIGNATION -  BV 016 248
 CK5903  PID         -  CK5903
 CK5903  STATE/COUNTY-  GA/BULLOCH
 CK5903  USGS QUAD   -  DAISY (1976)
 CK5903
 CK5903                         *CURRENT SURVEY CONTROL
 CK5903  ___________________________________________________________________
 CK5903* NAD 83(1994)-  32 14 31.76063(N)    081 46 10.55432(W)     ADJUSTED  
 CK5903* NAVD 88     -        57.5    (meters)     189.     (feet)  VERTCON   
 CK5903  ___________________________________________________________________
 CK5903  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CK5903  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CK5903
 CK5903  HORZ ORDER  -  SECOND
 CK5903
 CK5903.The horizontal coordinates were established by classical geodetic methods
 CK5903.and adjusted by the National Geodetic Survey in September 1997..
 CK5903
 CK5903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5903
 CK5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5903
 CK5903.The geoid height was determined by GEOID03.
 CK5903
 CK5903;                    North         East     Units Scale Factor Converg.
 CK5903;SPC GA E     -   248,635.739   237,417.667   MT  0.99991726   +0 12 42.6
 CK5903;SPC GA E     -   815,732.42    778,927.80   sFT  0.99991726   +0 12 42.6
 CK5903;UTM  17      - 3,567,537.125   427,498.071   MT  0.99966482   -0 24 38.2
 CK5903
 CK5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5903!SPC GA E     -   0.99999569  x   0.99991726  =   0.99991295
 CK5903!UTM  17      -   0.99999569  x   0.99966482  =   0.99966051
 CK5903
 CK5903                          SUPERSEDED SURVEY CONTROL
 CK5903
 CK5903  NAD 83(1986)-  32 14 31.76507(N)    081 46 10.55552(W) AD(       ) 2
 CK5903  NGVD 29 (10/08/91)   57.7    (m)          189.     (f) VERT ANG       
 CK5903
 CK5903.Superseded values are not recommended for survey control.
 CK5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5903.See file dsdata.txt to determine how the superseded data were derived.
 CK5903
 CK5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2749867537(NAD 83)
 CK5903_MARKER: DD = SURVEY DISK
 CK5903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5903_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5903+STABILITY: SURFACE MOTION
 CK5903
 CK5903  HISTORY     - Date     Condition        Report By
 CK5903  HISTORY     - 1982     MONUMENTED       GADT
 CK5903
 CK5903                          STATION DESCRIPTION
 CK5903
 CK5903'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5903'THE STATION IS LOCATED APPROXIMATELY 6.7 KM (4.15 MI) SOUTHWEST
 CK5903'DENMARK, 15.45 KM (9.6 MI) NORTHEAST OF CLAXTON, AND 18.35 KM
 CK5903'(11.40 MI) NORTHWEST OF PEMBROKE.
 CK5903'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5903'
 CK5903'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 CK5903'STATE ROUTE 46 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO
 CK5903'NORTHWEST ALONG STATE ROUTE 46 FOR 1.3 KM (0.8 MI) TO THE
 CK5903'JUNCTION OF COUNTY PAVED ROAD 90733 CROSSING.  TURN LEFT AND
 CK5903'GO SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.3 KM (2.05 MI) TO
 CK5903'THE JUNCTION OF COUNTY PAVED ROAD 91844 CROSSING IN THE COMMUNITY
 CK5903'OF NEVILS.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD 91844 FOR
 CK5903'1.2 KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 271 TO THE
 CK5903'LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 91844 FOR 1.2 KM
 CK5903'(0.75 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH
 CK5903'ALONG COUNTY ROAD 91844 FOR 0.55 KM (0.35 MI) TO THE STATION ON
 CK5903'THE RIGHT.
 CK5903'
 CK5903'THE STATION IS A STANDARD GADT DISK
 CK5903'STAMPED---016-248 1982---,
 CK5903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5903'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 CK5903'13.11 METERS (43.00 FT) WEST FROM THE CENTERLINE OF PAVED
 CK5903'COUNTY ROAD 91844,
 CK5903'26.67 METERS (87.50 FT) WEST-SOUTHWEST FROM A POWER POLE TO THE
 CK5903'EAST OF THE ROAD,
 CK5903'30.63 METERS (100.5 FT) SOUTHWEST FROM A 32 INCH PECAN TREE TO
 CK5903'THE EAST OF THE ROAD,
 CK5903'32.03 METERS (105.1 FT) SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 CK5903'CABLE PEDESTAL TO THE EAST OF THE ROAD, AND
 CK5903'0.98 METER (3.2 FT) EAST FROM A WITNESS POST.
 CK5903'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5903'STAMPED---016-248 1982---,
 CK5903'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5903'
 CK5903'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5903'STAMPED---016-248 1982 RM 1---,
 CK5903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5903'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 CK5903'11.95 METERS (39.20 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 CK5903'ROAD 91844,
 CK5903'27.68 METERS (90.80 FT) WEST FROM THE 32 INCH PECAN TREE TO THE
 CK5903'EAST OF THE ROAD,
 CK5903'29.29 METERS (96.10 FT) WEST-NORTHWEST FROM THE POWER POLE TO THE
 CK5903'EAST OF THE ROAD,
 CK5903'0.98 METER (3.2 FT) EAST FROM A WITNESS POST.
 CK5903'MARK IS BELOW STATION 0.500 METERS.
 CK5903'
 CK5903'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5903'STAMPED---016-248 1982 AZ MK---,
 CK5903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5903'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5903'14.54 METERS (47.70 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK5903'PAVED COUNTY ROAD 91844,
 CK5903'44.50 METERS (146 FT) SOUTHWEST FROM A RIGHT OF WAY MARKER TO
 CK5903'THE EAST OF THE ROAD,
 CK5903'7.47 METERS (24.50 FT) SOUTH-SOUTHEAST FROM A 36 INCH OAK TREE,
 CK5903'AND
 CK5903'0.73 METER (2.4 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK5903'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5903'STAMPED---016-248 1982 AZ MK---,
 CK5903'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK5903'SURFACE OF THE GROUND.
 CK5903'
 CK5903'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5903'COUNTY ROAD NUMBERS OBTAINED FROM -- GENERAL HIGHWAY MAP BRYAN
 CK5903'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5903'
 CK5903'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5904 ***********************************************************************
 CK5904  DESIGNATION -  BV 016 248 AZ MK
 CK5904  PID         -  CK5904
 CK5904  STATE/COUNTY-  GA/BULLOCH
 CK5904  USGS QUAD   -  DAISY (1976)
 CK5904
 CK5904                         *CURRENT SURVEY CONTROL
 CK5904  ___________________________________________________________________
 CK5904* NAD 83(1994)-  32 14 48.07997(N)    081 46 11.87510(W)     ADJUSTED  
 CK5904* NAVD 88     -        59.     (meters)     194.     (feet)  VERTCON   
 CK5904  ___________________________________________________________________
 CK5904  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CK5904  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CK5904
 CK5904  HORZ ORDER  -  SECOND
 CK5904
 CK5904.The horizontal coordinates were established by classical geodetic methods
 CK5904.and adjusted by the National Geodetic Survey in September 1997..
 CK5904.No horizontal observational check was made to the station.
 CK5904
 CK5904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5904
 CK5904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5904
 CK5904.The geoid height was determined by GEOID03.
 CK5904
 CK5904;                    North         East     Units Scale Factor Converg.
 CK5904;SPC GA E     -   249,138.252   237,381.237   MT  0.99991723   +0 12 42.0
 CK5904;SPC GA E     -   817,381.08    778,808.28   sFT  0.99991723   +0 12 42.0
 CK5904;UTM  17      - 3,568,039.878   427,467.110   MT  0.99966488   -0 24 39.0
 CK5904
 CK5904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5904!SPC GA E     -   0.99999552  x   0.99991723  =   0.99991275
 CK5904!UTM  17      -   0.99999552  x   0.99966488  =   0.99966040
 CK5904
 CK5904                          SUPERSEDED SURVEY CONTROL
 CK5904
 CK5904  NAD 83(1986)-  32 14 48.08441(N)    081 46 11.87638(W) AD(       ) 2
 CK5904  NGVD 29 (10/08/91)   59.     (m)          194.     (f) VERT ANG       
 CK5904
 CK5904.Superseded values are not recommended for survey control.
 CK5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5904.See file dsdata.txt to determine how the superseded data were derived.
 CK5904
 CK5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2746768040(NAD 83)
 CK5904_MARKER: DD = SURVEY DISK
 CK5904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5904+STABILITY: SURFACE MOTION
 CK5904
 CK5904  HISTORY     - Date     Condition        Report By
 CK5904  HISTORY     - 1982     MONUMENTED       GADT
 CK5904
 CK5904                          STATION DESCRIPTION
 CK5904
 CK5904'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5904'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) SOUTHWEST OF DENMARK,
 CK5904'18.7 KM (11.6 MI) NORTHWEST OF PEMBROKE, AND 15.7 KM (9.75 MI)
 CK5904'NORTHEAST OF CLAXTON.
 CK5904'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5904'
 CK5904'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 CK5904'STATE ROUTE 46 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO
 CK5904'NORTHWEST ALONG STATE ROUTE 46 FOR 1.3 KM (0.8 MI) TO THE JUNCTION
 CK5904'OF COUNTY PAVED ROAD 90733 CROSSING.  TURN LEFT AND GO SOUTHWEST
 CK5904'ALONG COUNTY ROAD 90733 FOR 3.3 KM (2.05 MI) TO THE JUNCTION
 CK5904'OF COUNTY PAVED ROAD 91844 CROSSING IN THE COMMUNITY OF NEVILS.
 CK5904'TURN LEFT AND GO SOUTH ALONG COUNTY ROAD 91844 FOR 1.2 KM (0.75
 CK5904'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 271 TO THE LEFT.
 CK5904'CONTINUE GOING SOUTH ALONG COUNTY ROAD 91844 FOR 1.2 KM (0.75 MI)
 CK5904'TO THE STATION ON THE RIGHT.
 CK5904'
 CK5904'THE STATION IS A STANDARD GADT DISK
 CK5904'STAMPED---016-248 1982 AZ MK---,
 CK5904'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5904'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5904'14.54 METERS (47.70 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK5904'PAVED COUNTY ROAD 91844,
 CK5904'44.50 METERS (146 FT) SOUTHWEST FROM A RIGHT OF WAY MARKER TO
 CK5904'THE EAST OF THE ROAD,
 CK5904'7.47 METERS (24.50 FT) SOUTH-SOUTHEAST FROM A 36 INCH OAK TREE,
 CK5904'AND
 CK5904'0.73 METER (2.4 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK5904'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5904'STAMPED---016-248 1982 AZ MK---,
 CK5904'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5904'
 CK5904'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5904'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5904'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5904'
 CK5904'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5905 ***********************************************************************
 CK5905  DESIGNATION -  BV 016 248 RM 1
 CK5905  PID         -  CK5905
 CK5905  STATE/COUNTY-  GA/BULLOCH
 CK5905  USGS QUAD   -  DAISY (1976)
 CK5905
 CK5905                         *CURRENT SURVEY CONTROL
 CK5905  ___________________________________________________________________
 CK5905* NAD 83(1994)-  32 14 32.29138(N)    081 46 10.59447(W)     ADJUSTED  
 CK5905* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 CK5905  ___________________________________________________________________
 CK5905  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CK5905  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CK5905
 CK5905  HORZ ORDER  -  SECOND
 CK5905
 CK5905.The horizontal coordinates were established by classical geodetic methods
 CK5905.and adjusted by the National Geodetic Survey in September 1997..
 CK5905
 CK5905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5905
 CK5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5905
 CK5905.The geoid height was determined by GEOID03.
 CK5905
 CK5905;                    North         East     Units Scale Factor Converg.
 CK5905;SPC GA E     -   248,652.082   237,416.556   MT  0.99991726   +0 12 42.6
 CK5905;SPC GA E     -   815,786.04    778,924.15   sFT  0.99991726   +0 12 42.6
 CK5905;UTM  17      - 3,567,553.476   427,497.137   MT  0.99966482   -0 24 38.2
 CK5905
 CK5905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5905!SPC GA E     -   0.99999572  x   0.99991726  =   0.99991298
 CK5905!UTM  17      -   0.99999572  x   0.99966482  =   0.99966054
 CK5905
 CK5905                          SUPERSEDED SURVEY CONTROL
 CK5905
 CK5905  NAD 83(1986)-  32 14 32.29584(N)    081 46 10.59567(W) AD(       ) 2
 CK5905  NGVD 29 (10/08/91)   57.5    (m)          189.     (f) H LEVEL        
 CK5905
 CK5905.Superseded values are not recommended for survey control.
 CK5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5905.See file dsdata.txt to determine how the superseded data were derived.
 CK5905
 CK5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2749767553(NAD 83)
 CK5905_MARKER: DD = SURVEY DISK
 CK5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5905+STABILITY: SURFACE MOTION
 CK5905
 CK5905  HISTORY     - Date     Condition        Report By
 CK5905  HISTORY     - 1982     MONUMENTED       GADT
 CK5905
 CK5905                          STATION DESCRIPTION
 CK5905
 CK5905'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5905'THE STATION IS LOCATED APPROXIMATELY 6.7 KM (4.15 MI)
 CK5905'SOUTHWEST OF DENMARK , 15.45 KM (9.6 MI) NORTHEAST OF CLAXTON
 CK5905'AND 18.35 KM (11.4 MI) NORTHWEST OF PEMBROKE.
 CK5905'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK5905'
 CK5905'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND
 CK5905'STATE ROUTE 46 LOCATED 1.6 KM (1 MI) SOUTH OF DENMARK, GO
 CK5905'NORTHWEST ALONG STATE ROUTE 46 FOR 1.3 KM (0.8 MI) TO THE
 CK5905'JUNCTION OF PAVED COUNTY ROAD 90733 CROSSING.  TURN LEFT AND
 CK5905'GO SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.3 KM (2.05 MI) TO
 CK5905'THE JUNCTION OF PAVED COUNTY ROAD 91844 CROSSING IN THE
 CK5905'COMMUNITY OF NEVILS.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD
 CK5905'91844 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 CK5905'271 TO THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD
 CK5905'91844 FOR 1.75 KM (1.1 MI) TO THE STATION ON THE RIGHT.
 CK5905'
 CK5905'THE STATION IS A STANDARD GADT DISK
 CK5905'STAMPED---016-248 1982 RM 1---,
 CK5905'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5905'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 CK5905'11.95 METERS (39.20 FT) WEST FROM THE CENTERLINE OF PAVED
 CK5905'COUNTY ROAD 91844,
 CK5905'27.68 METERS (90.80 FT) WEST FROM A 32 INCH PECAN TREE TO THE
 CK5905'EAST OF THE ROAD,
 CK5905'29.29 METERS (96.10 FT) WEST-NORTHWEST FROM A POWER POLE TO THE
 CK5905'EAST OF THE ROAD, AND
 CK5905'0.98 METER (3.20 FT) EAST FROM A WITNESS POST.
 CK5905'
 CK5905'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5905'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5905'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5905'
 CK5905'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4271 ***********************************************************************
 CK4271  DESIGNATION -  BV 016 249
 CK4271  PID         -  CK4271
 CK4271  STATE/COUNTY-  GA/BULLOCH
 CK4271  USGS QUAD   -  REGISTER (1978)
 CK4271
 CK4271                         *CURRENT SURVEY CONTROL
 CK4271  ___________________________________________________________________
 CK4271* NAD 83(1994)-  32 16 48.99177(N)    081 57 11.85723(W)     ADJUSTED  
 CK4271* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 CK4271  ___________________________________________________________________
 CK4271  X           -     755,548.957 (meters)                     COMP
 CK4271  Y           -  -5,344,395.158 (meters)                     COMP
 CK4271  Z           -   3,386,756.576 (meters)                     COMP
 CK4271  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK4271  ELLIP HEIGHT-          16.07  (meters)          (09/03/97) GPS OBS
 CK4271  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CK4271
 CK4271  HORZ ORDER  -  FIRST
 CK4271  ELLP ORDER  -  FOURTH    CLASS II
 CK4271
 CK4271.The horizontal coordinates were established by GPS observations
 CK4271.and adjusted by the National Geodetic Survey in September 1997..
 CK4271
 CK4271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4271
 CK4271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4271
 CK4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4271
 CK4271.The ellipsoidal height was determined by GPS observations
 CK4271.and is referenced to NAD 83.
 CK4271
 CK4271.The geoid height was determined by GEOID03.
 CK4271
 CK4271;                    North         East     Units Scale Factor Converg.
 CK4271;SPC GA E     -   252,813.285   220,098.721   MT  0.99990498   +0 06 50.2
 CK4271;SPC GA E     -   829,438.25    722,107.22   sFT  0.99990498   +0 06 50.2
 CK4271;UTM  17      - 3,571,901.668   410,229.509   MT  0.99969938   -0 30 32.9
 CK4271
 CK4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4271!SPC GA E     -   0.99999748  x   0.99990498  =   0.99990246
 CK4271!UTM  17      -   0.99999748  x   0.99969938  =   0.99969686
 CK4271
 CK4271                          SUPERSEDED SURVEY CONTROL
 CK4271
 CK4271  NAD 83(1986)-  32 16 48.99229(N)    081 57 11.85240(W) AD(       ) 1
 CK4271  NGVD 29 (12/08/88)   46.0    (m)          151.     (f) GPS OBS        
 CK4271
 CK4271.Superseded values are not recommended for survey control.
 CK4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4271.See file dsdata.txt to determine how the superseded data were derived.
 CK4271
 CK4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1023071902(NAD 83)
 CK4271_MARKER: DD = SURVEY DISK
 CK4271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4271+STABILITY: SURFACE MOTION
 CK4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4271+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1986
 CK4271
 CK4271  HISTORY     - Date     Condition        Report By
 CK4271  HISTORY     - 1985     MONUMENTED       GADT
 CK4271  HISTORY     - 19861030 GOOD
 CK4271
 CK4271                          STATION DESCRIPTION
 CK4271
 CK4271'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CK4271'THE STATION IS LOCATED ABOUT 0.64 KM (0.4 MI)
 CK4271'NORTHEAST OF THE BRIDGE OVER TEN MILE CREEK BETWEEN BULLOCK AND
 CK4271'CANDLER COUNTIES AND,
 CK4271'1.4 KM (0.9 MI) NORTHEAST OF THE BRIDGE OVER TEN MILE CREEK BETWEEN
 CK4271'EVANS AND BULLOCK COUNTIES ON BULLOCK COUNTY PAVED ROAD 580.
 CK4271'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK4271'
 CK4271'TO REACH THE STATION FROM THE POST OFFICE IN PULASKI, GO SOUTH ON
 CK4271'CANDLER COUNTY PAVED ROAD 222 FOR 0.48 KM (0.3 MI) TO THE JUNCTION
 CK4271'WITH STATE ROUTE 46.  CONTINUE AHEAD NOW ON COUNTY PAVED ROAD 49
 CK4271'FOR 5.8 KM (3.6 MI) CROSSING UNDER INTERSTATE HIGHWAY 16. CONTINUE
 CK4271'AHEAD FOR 3.1 KM (1.9 MI) TO COUNTY PAVED ROAD 228 CROSSING AT A
 CK4271'STOP SIGN.  CONTINUE AHEAD FOR 4.3 KM (2.7 MI) TO THE END OF THE
 CK4271'ROAD AT BULLOCK COUNTY PAVED ROAD 580.  TURN LEFT EAST, FOR 0.64 KM
 CK4271'(0.4 MI) TO A DRIVEWAY LEFT AND THE STATION ON THE RIGHT ALONG A
 CK4271'FARM FENCE LINE AT THE EXTENDED CENTER OF THE DRIVEWAY.
 CK4271'
 CK4271'THE STATION IS A STANDARD GADT DISK
 CK4271'STAMPED---016-249 1985---,
 CK4271'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4271'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK4271'39.4 METERS (122.7 FT) SOUTHEAST FROM A POWER POLE WITH TELEPHONE
 CK4271'BOX,
 CK4271'17.4 METERS (57.1 FT) SOUTH FROM A NAIL IN THE CENTER OF THE
 CK4271'POINT OF INTERSECTION OF THE DRIVEWAY WITH THE COUNTY ROAD,
 CK4271'14.3 METERS (47.1 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 CK4271'PAVED ROAD,
 CK4271'2.3 METERS (7.5 FT) NORTH-NORTHEAST FROM A WIRE FENCE AND,
 CK4271'1.31 METERS (4.3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4271'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4271'STAMPED---016-249 1985---,
 CK4271'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4271'
 CK4271'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CK4271'STAMPED---016-249 1985 AZ MK---,
 CK4271'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4271'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK4271'26.2 METERS (85.8 FT) NORTH FROM THE WEST END OF A METAL PIPE,
 CK4271'17.2 METERS (56.5 FT) WEST-NORTHWEST FROM A POWER POLE,
 CK4271'15.5 METERS (51.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE ROAD
 CK4271'AND,
 CK4271'0.85 METERS (2.85 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CK4271'TO REACH THE AZIMUTH FROM THE STATION,
 CK4271'GO EAST FOR 0.35 KM (0.25 MI) ON THE COUNTY PAVED ROAD TO THE
 CK4271'STATION ON THE LEFT ACROSS THE ROAD FROM A FIELD ROAD WITH PIPE.
 CK4271'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4271'STAMPED---016-249 1985 AZ MK---,
 CK4271'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4271'
 CK4271'DESCRIBED BY B. PUTZIGER.
 CK4271
 CK4271                          STATION RECOVERY (1986)
 CK4271
 CK4271'RECOVERED 1986
 CK4271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6482 ***********************************************************************
 CK6482  DESIGNATION -  BV 016 25
 CK6482  PID         -  CK6482
 CK6482  STATE/COUNTY-  GA/BULLOCH
 CK6482  USGS QUAD   -  STATESBORO (1993)
 CK6482
 CK6482                         *CURRENT SURVEY CONTROL
 CK6482  ___________________________________________________________________
 CK6482* NAD 83(1994)-  32 26 05.98689(N)    081 46 54.42005(W)     ADJUSTED  
 CK6482* NAVD 88     -        61.5    (meters)     202.     (feet)  VERT ANG  
 CK6482  ___________________________________________________________________
 CK6482  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK6482  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK6482
 CK6482  HORZ ORDER  -  THIRD
 CK6482
 CK6482.The horizontal coordinates were established by classical geodetic methods
 CK6482.and adjusted by the National Geodetic Survey in September 1997..
 CK6482
 CK6482.The orthometric height was determined by vertical angle observations.
 CK6482
 CK6482.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6482
 CK6482.The geoid height was determined by GEOID03.
 CK6482
 CK6482;                    North         East     Units Scale Factor Converg.
 CK6482;SPC GA E     -   270,014.256   236,192.579   MT  0.99991615   +0 12 23.2
 CK6482;SPC GA E     -   885,871.77    774,908.49   sFT  0.99991615   +0 12 23.2
 CK6482;UTM  17      - 3,588,922.349   426,506.165   MT  0.99966660   -0 25 09.6
 CK6482
 CK6482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6482!SPC GA E     -   0.99999504  x   0.99991615  =   0.99991119
 CK6482!UTM  17      -   0.99999504  x   0.99966660  =   0.99966164
 CK6482
 CK6482:                Primary Azimuth Mark                     Grid Az
 CK6482:SPC GA E     -  BV 016 26                                015 43 44.7
 CK6482:UTM  17      -  BV 016 26                                016 21 17.5
 CK6482
 CK6482|---------------------------------------------------------------------|
 CK6482| PID    Reference Object                     Distance      Geod. Az  |
 CK6482|                                                           dddmmss.s |
 CK6482| CK6483 BV 016 26                           418.686 METERS 0155607.9 |
 CK6482| CK6481 BV 016 24                           APPROX. 0.7 KM 2263138.9 |
 CK6482|---------------------------------------------------------------------|
 CK6482
 CK6482                          SUPERSEDED SURVEY CONTROL
 CK6482
 CK6482  NAD 83(1986)-  32 26 05.97604(N)    081 46 54.42012(W) AD(       ) 3
 CK6482
 CK6482.Superseded values are not recommended for survey control.
 CK6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6482.See file dsdata.txt to determine how the superseded data were derived.
 CK6482
 CK6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2650688922(NAD 83)
 CK6482_MARKER: DD = SURVEY DISK
 CK6482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6482+STABILITY: SURFACE MOTION
 CK6482
 CK6482  HISTORY     - Date     Condition        Report By
 CK6482  HISTORY     - 1978     MONUMENTED       GADT
 CK6482
 CK6482                          STATION DESCRIPTION
 CK6482
 CK6482'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6482'THE STATION IS LOCATED IN STATESBORO.
 CK6482'
 CK6482'TO REACH THE STATION FROM THE BULLOCH COUNTY COURTHOUSE IN
 CK6482'STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 1.85 KM (1.15 MI)
 CK6482'TO THE JUNCTION OF TILLMAN STREET.  TURN LEFT GOING NORTHEAST
 CK6482'ALONG TILLMAN STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF
 CK6482'FAIR ROAD AND ZETTEROWER AVENUE.  GO NORTHEAST ALONG ZETTEROWER
 CK6482'AVENUE FOR 55 METERS (182 FT) TO THE STATION ON THE RIGHT.
 CK6482'
 CK6482'THE STATION IS A STANDARD GADT DISK
 CK6482'STAMPED---016-25---,
 CK6482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6482'FLUSH WITH GROUND.  IT IS LOCATED
 CK6482'14.33 METERS (47 FT) NORTHEAST FROM A DROP INLET,
 CK6482'55.6 METERS (182.4 FT) EAST FROM THE POINT OF INTERSECTION
 CK6482'OF FAIR ROAD AND SOUTH ZETTEROWER AVENUE,
 CK6482'8.53 METERS (28 FT) SOUTHEAST FROM THE CENTERLINE OF
 CK6482'ZETTEROWER AVENUE,
 CK6482'15.97 METERS (52.4 FT) SOUTHEAST FROM THE CENTER OF A MAN HOLE
 CK6482'COVER, AND
 CK6482'26.21 METERS (86 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK6482'FARMERS MERCHANTS BANK BUILDING.
 CK6482'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6482'STAMPED---016-25---,
 CK6482'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6482'
 CK6482'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6483 ***********************************************************************
 CK6483  DESIGNATION -  BV 016 26
 CK6483  PID         -  CK6483
 CK6483  STATE/COUNTY-  GA/BULLOCH
 CK6483  USGS QUAD   -  STATESBORO (1993)
 CK6483
 CK6483                         *CURRENT SURVEY CONTROL
 CK6483  ___________________________________________________________________
 CK6483* NAD 83(1994)-  32 26 19.05646(N)    081 46 50.01951(W)     ADJUSTED  
 CK6483* NAVD 88     -        68.7    (meters)     225.     (feet)  VERT ANG  
 CK6483  ___________________________________________________________________
 CK6483  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CK6483  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK6483
 CK6483  HORZ ORDER  -  THIRD
 CK6483
 CK6483.The horizontal coordinates were established by classical geodetic methods
 CK6483.and adjusted by the National Geodetic Survey in September 1997..
 CK6483
 CK6483.The orthometric height was determined by vertical angle observations.
 CK6483
 CK6483.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6483
 CK6483.The geoid height was determined by GEOID03.
 CK6483
 CK6483;                    North         East     Units Scale Factor Converg.
 CK6483;SPC GA E     -   270,417.230   236,306.071   MT  0.99991625   +0 12 25.6
 CK6483;SPC GA E     -   887,193.86    775,280.83   sFT  0.99991625   +0 12 25.6
 CK6483;UTM  17      - 3,589,323.959   426,624.022   MT  0.99966639   -0 25 07.4
 CK6483
 CK6483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6483!SPC GA E     -   0.99999392  x   0.99991625  =   0.99991017
 CK6483!UTM  17      -   0.99999392  x   0.99966639  =   0.99966032
 CK6483
 CK6483|---------------------------------------------------------------------|
 CK6483| PID    Reference Object                     Distance      Geod. Az  |
 CK6483|                                                           dddmmss.s |
 CK6483| CK0164 POLE=W 46                           180.578 METERS 14343     |
 CK6483| CK6482 BV 016 25                           418.686 METERS 1955610.3 |
 CK6483|---------------------------------------------------------------------|
 CK6483
 CK6483                          SUPERSEDED SURVEY CONTROL
 CK6483
 CK6483  NAD 83(1986)-  32 26 19.04427(N)    081 46 50.01974(W) AD(       ) 3
 CK6483
 CK6483.Superseded values are not recommended for survey control.
 CK6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6483.See file dsdata.txt to determine how the superseded data were derived.
 CK6483
 CK6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2662489324(NAD 83)
 CK6483_MARKER: DD = SURVEY DISK
 CK6483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6483+STABILITY: SURFACE MOTION
 CK6483
 CK6483  HISTORY     - Date     Condition        Report By
 CK6483  HISTORY     - 1978     MONUMENTED       GADT
 CK6483
 CK6483                          STATION DESCRIPTION
 CK6483
 CK6483'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6483'THE STATION IS LOCATED IN STATESBORO.
 CK6483'
 CK6483'TO REACH THE STATION FROM THE BULLOCH COUNTY COURT HOUSE IN
 CK6483'STATESBORO, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 1.85 KM (1.15 MI)
 CK6483'TO THE JUNCTION OF TILLMAN STREET.  TURN LEFT GOING NORTHEAST
 CK6483'ALONG TILLMAN STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF
 CK6483'FAIR ROAD AND ZETTEROWER AVENUE.  GO NORTHEAST ALONG ZETTEROWER
 CK6483'AVENUE FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 CK6483'
 CK6483'THE STATION IS A STANDARD GADT DISK
 CK6483'STAMPED---016-26---,
 CK6483'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6483'FLUSH WITH GROUND.  IT IS LOCATED
 CK6483'8.81 METERS (28.9 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER
 CK6483'OF THE KENNEDY CONCRETE OFFICE BUILDING,
 CK6483'16.28 METERS (53.4 FT) NORTHEAST FROM THE POINT OF INTERSECTION
 CK6483'OF THE CENTERLINES OF A RAIL ROAD TRACK AND ZETTEROWER AVENUE,
 CK6483'15.24 METERS (50.00 FT) NORTHEAST FROM THE CENTER OF A MANHOLE,
 CK6483'8.53 METERS (28 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6483'ZETTEROWER AVENUE,
 CK6483'16.86 METERS (55.3 FT) SOUTHEAST FROM A FIRE PLUG, AND
 CK6483'1.16 METERS (3.8 FT) SOUTHEAST FROM A WITNESS POST.
 CK6483'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK6483'STAMPED---016-26---,
 CK6483'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6483'
 CK6483'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6484 ***********************************************************************
 CK6484  DESIGNATION -  BV 016 27
 CK6484  PID         -  CK6484
 CK6484  STATE/COUNTY-  GA/BULLOCH
 CK6484  USGS QUAD   -  REGISTER (1978)
 CK6484
 CK6484                         *CURRENT SURVEY CONTROL
 CK6484  ___________________________________________________________________
 CK6484* NAD 83(1994)-  32 18 45.53803(N)    081 54 00.68034(W)     ADJUSTED  
 CK6484* NAVD 88     -        65.8    (meters)     216.     (feet)  VERT ANG  
 CK6484  ___________________________________________________________________
 CK6484  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CK6484  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CK6484
 CK6484  HORZ ORDER  -  THIRD
 CK6484
 CK6484.The horizontal coordinates were established by classical geodetic methods
 CK6484.and adjusted by the National Geodetic Survey in September 1997..
 CK6484
 CK6484.The orthometric height was determined by vertical angle observations.
 CK6484
 CK6484.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6484
 CK6484.The geoid height was determined by GEOID03.
 CK6484
 CK6484;                    North         East     Units Scale Factor Converg.
 CK6484;SPC GA E     -   256,414.143   225,092.024   MT  0.99990776   +0 08 32.8
 CK6484;SPC GA E     -   841,252.07    738,489.42   sFT  0.99990776   +0 08 32.8
 CK6484;UTM  17      - 3,575,447.233   415,260.625   MT  0.99968855   -0 28 52.4
 CK6484
 CK6484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6484!SPC GA E     -   0.99999433  x   0.99990776  =   0.99990209
 CK6484!UTM  17      -   0.99999433  x   0.99968855  =   0.99968289
 CK6484
 CK6484:                Primary Azimuth Mark                     Grid Az
 CK6484:SPC GA E     -  BV 016 28                                105 35 50.1
 CK6484:UTM  17      -  BV 016 28                                106 13 15.3
 CK6484
 CK6484|---------------------------------------------------------------------|
 CK6484| PID    Reference Object                     Distance      Geod. Az  |
 CK6484|                                                           dddmmss.s |
 CK6484| CK6485 BV 016 28                           APPROX. 0.9 KM 1054422.9 |
 CK6484|---------------------------------------------------------------------|
 CK6484
 CK6484                          SUPERSEDED SURVEY CONTROL
 CK6484
 CK6484  NAD 83(1986)-  32 18 45.54142(N)    081 54 00.69551(W) AD(       ) 3
 CK6484
 CK6484.Superseded values are not recommended for survey control.
 CK6484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6484.See file dsdata.txt to determine how the superseded data were derived.
 CK6484
 CK6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1526175447(NAD 83)
 CK6484_MARKER: DD = SURVEY DISK
 CK6484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6484+STABILITY: SURFACE MOTION
 CK6484
 CK6484  HISTORY     - Date     Condition        Report By
 CK6484  HISTORY     - 1978     MONUMENTED       GADT
 CK6484
 CK6484                          STATION DESCRIPTION
 CK6484
 CK6484'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6484'THE STATION IS LOCATED ABOUT 10.14 KM (6.3 MI) SOUTH-SOUTHEAST OF
 CK6484'PULASKI, 25.29 KM (15.7 MI) SOUTH OF PORTAL, AND 13.2 KM (8.2 MI)
 CK6484'SOUTHWEST OF STATESBORO.
 CK6484'OWNERSHIP--STATE RIGHT OF WAY.
 CK6484'
 CK6484'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6484'AND U.S. HIGHWAY 301 (ABOUT 11 MILES SOUTH OF STATESBORO), GO
 CK6484'WEST ALONG INTERSTATE HIGHWAY 16 FOR 2.6 KM (1.6 MI) TO THE
 CK6484'STATION ON THE LEFT.
 CK6484'
 CK6484'THE STATION IS A STANDARD GADT DISK
 CK6484'STAMPED---016-27 GADT---,
 CK6484'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6484'FLUSH WITH GROUND.  IT IS LOCATED
 CK6484'49.46 METERS (162.3 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 CK6484'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6484'76.59 METERS (251.3 FT) SOUTHEAST FROM STATION NUMBER 480+00
 CK6484'1.15 METERS (3.8 FT) NORTH FROM A WITNESS POST, AND
 CK6484'1.4 METERS (4.6 FT) NORTH FROM THE CENTER BRACE POST ON THE
 CK6484'INTERSTATE HIGHWAY FENCELINE.
 CK6484'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6484'STAMPED---016-27---,
 CK6484'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6484'
 CK6484'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6485 ***********************************************************************
 CK6485  DESIGNATION -  BV 016 28
 CK6485  PID         -  CK6485
 CK6485  STATE/COUNTY-  GA/BULLOCH
 CK6485  USGS QUAD   -  REGISTER (1978)
 CK6485
 CK6485                         *CURRENT SURVEY CONTROL
 CK6485  ___________________________________________________________________
 CK6485* NAD 83(1994)-  32 18 37.89333(N)    081 53 28.74469(W)     ADJUSTED  
 CK6485* NAVD 88     -        54.5    (meters)     179.     (feet)  VERT ANG  
 CK6485  ___________________________________________________________________
 CK6485  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CK6485  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CK6485
 CK6485  HORZ ORDER  -  THIRD
 CK6485
 CK6485.The horizontal coordinates were established by classical geodetic methods
 CK6485.and adjusted by the National Geodetic Survey in September 1997..
 CK6485
 CK6485.The orthometric height was determined by vertical angle observations.
 CK6485
 CK6485.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6485
 CK6485.The geoid height was determined by GEOID03.
 CK6485
 CK6485;                    North         East     Units Scale Factor Converg.
 CK6485;SPC GA E     -   256,180.794   225,927.942   MT  0.99990829   +0 08 49.8
 CK6485;SPC GA E     -   840,486.49    741,231.92   sFT  0.99990829   +0 08 49.8
 CK6485;UTM  17      - 3,575,204.853   416,093.770   MT  0.99968682   -0 28 35.2
 CK6485
 CK6485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6485!SPC GA E     -   0.99999612  x   0.99990829  =   0.99990441
 CK6485!UTM  17      -   0.99999612  x   0.99968682  =   0.99968294
 CK6485
 CK6485:                Primary Azimuth Mark                     Grid Az
 CK6485:SPC GA E     -  BV 016 27                                285 35 50.1
 CK6485:UTM  17      -  BV 016 27                                286 13 15.1
 CK6485
 CK6485|---------------------------------------------------------------------|
 CK6485| PID    Reference Object                     Distance      Geod. Az  |
 CK6485|                                                           dddmmss.s |
 CK6485| CK6484 BV 016 27                           APPROX. 0.9 KM 2854439.9 |
 CK6485|---------------------------------------------------------------------|
 CK6485
 CK6485                          SUPERSEDED SURVEY CONTROL
 CK6485
 CK6485  NAD 83(1986)-  32 18 37.89573(N)    081 53 28.76030(W) AD(       ) 3
 CK6485
 CK6485.Superseded values are not recommended for survey control.
 CK6485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6485.See file dsdata.txt to determine how the superseded data were derived.
 CK6485
 CK6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1609475205(NAD 83)
 CK6485_MARKER: DD = SURVEY DISK
 CK6485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6485+STABILITY: SURFACE MOTION
 CK6485
 CK6485  HISTORY     - Date     Condition        Report By
 CK6485  HISTORY     - 1978     MONUMENTED       GADT
 CK6485
 CK6485                          STATION DESCRIPTION
 CK6485
 CK6485'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (ERB)
 CK6485'THE STATION IS LOCATED ABOUT 7.14 KM (11.5 MI) SOUTH-SOUTHWEST
 CK6485'FROM STATESBORO, 4.2 KM (6.8 MI) SOUTH-SOUTHEAST FROM PULASKI, AND
 CK6485'8.95 KM (14.4 MI) WEST-SOUTHWEST FROM BROOKLET.
 CK6485'OWNERSHIP--STATE RIGHT OF WAY.
 CK6485'
 CK6485'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 16 AND U.S.
 CK6485'HIGHWAY 301 (ABOUT 11 MILES SOUTH FROM STATESBORO), GO WEST ALONG
 CK6485'INTERSTATE 16 FOR 1.7 KM (1.05 MI) TO THE STATION ON THE LEFT.
 CK6485'
 CK6485'THE STATION IS A STANDARD GADT DISK
 CK6485'STAMPED---016-28---,
 CK6485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6485'FLUSH WITH GROUND.  IT IS LOCATED
 CK6485'21.64 METERS (71 FT) SOUTH FROM STATION NUMBER 510+00,
 CK6485'25.29 METERS (83.1 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 CK6485'BOUND LANE OF THE INTERSTATE,
 CK6485'1.4 METERS (4.6 FT) NORTH FROM A WITNESS POST, AND
 CK6485'10.24 METERS (33.6 FT) NORTH FROM THE EASTERN MOST BRACE POST
 CK6485'OF THE HIGHWAY FENCELINE.
 CK6485'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6485'STAMPED---016-28---,
 CK6485'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6485'
 CK6485'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6486 ***********************************************************************
 CK6486  DESIGNATION -  BV 016 29
 CK6486  PID         -  CK6486
 CK6486  STATE/COUNTY-  GA/BULLOCH
 CK6486  USGS QUAD   -  STATESBORO (1993)
 CK6486
 CK6486                         *CURRENT SURVEY CONTROL
 CK6486  ___________________________________________________________________
 CK6486* NAD 83(1994)-  32 26 44.20630(N)    081 46 32.44298(W)     ADJUSTED  
 CK6486* NAVD 88     -        73.6    (meters)     241.     (feet)  VERT ANG  
 CK6486  ___________________________________________________________________
 CK6486  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 CK6486  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 CK6486
 CK6486  HORZ ORDER  -  THIRD
 CK6486
 CK6486.The horizontal coordinates were established by classical geodetic methods
 CK6486.and adjusted by the National Geodetic Survey in September 1997..
 CK6486
 CK6486.The orthometric height was determined by vertical angle observations.
 CK6486
 CK6486.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6486
 CK6486.The geoid height was determined by GEOID03.
 CK6486
 CK6486;                    North         East     Units Scale Factor Converg.
 CK6486;SPC GA E     -   271,193.547   236,762.334   MT  0.99991666   +0 12 35.2
 CK6486;SPC GA E     -   889,740.83    776,777.76   sFT  0.99991666   +0 12 35.2
 CK6486;UTM  17      - 3,590,095.053   427,088.622   MT  0.99966555   -0 24 58.2
 CK6486
 CK6486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6486!SPC GA E     -   0.99999315  x   0.99991666  =   0.99990982
 CK6486!UTM  17      -   0.99999315  x   0.99966555  =   0.99965871
 CK6486
 CK6486:                Primary Azimuth Mark                     Grid Az
 CK6486:SPC GA E     -  BV 016 30                                122 08 12.0
 CK6486:UTM  17      -  BV 016 30                                122 45 45.4
 CK6486
 CK6486|---------------------------------------------------------------------|
 CK6486| PID    Reference Object                     Distance      Geod. Az  |
 CK6486|                                                           dddmmss.s |
 CK6486| CK6487 BV 016 30                           417.174 METERS 1222047.2 |
 CK6486| CK6519 DELTA 1D                            APPROX. 0.9 KM 1951430.7 |
 CK6486|---------------------------------------------------------------------|
 CK6486
 CK6486                          SUPERSEDED SURVEY CONTROL
 CK6486
 CK6486  NAD 83(1986)-  32 26 44.19330(N)    081 46 32.44184(W) AD(       ) 3
 CK6486
 CK6486.Superseded values are not recommended for survey control.
 CK6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6486.See file dsdata.txt to determine how the superseded data were derived.
 CK6486
 CK6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2708990095(NAD 83)
 CK6486_MARKER: DD = SURVEY DISK
 CK6486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6486+STABILITY: SURFACE MOTION
 CK6486
 CK6486  HISTORY     - Date     Condition        Report By
 CK6486  HISTORY     - 1981     MONUMENTED       GADT
 CK6486
 CK6486                          STATION DESCRIPTION
 CK6486
 CK6486'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6486'THE STATION IS LOCATED IN STATESBORO.
 CK6486'
 CK6486'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN STATESBORO, GO
 CK6486'EAST ALONG EAST MAIN STREET FOR 0.15 KM (0.1 MI) TO THE
 CK6486'JUNCTION OF SAVANNAH AVENUE.  TURN RIGHT GOING SOUTHEAST ALONG
 CK6486'SAVANNAH AVENUE FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF COLLEGE
 CK6486'BOULEVARD TO THE RIGHT AND THE STATION ON THE LEFT.
 CK6486'
 CK6486'THE STATION IS A STANDARD GADT DISK
 CK6486'STAMPED---016-29---,
 CK6486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6486'FLUSH WITH GROUND.  IT IS LOCATED
 CK6486'5.18 METERS (17 FT) NORTH FROM THE POINT OF INTERSECTION
 CK6486'OF THE CENTERLINES OF SAVANNAH AVENUE AND COLLEGE BOULEVARD,
 CK6486'10.2 METERS (33.50 FT) EAST FROM A POWER POLE,
 CK6486'15.84 METERS (52 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 CK6486'WHITE FRAME HOUSE, AND
 CK6486'0.91 METER (3 FT) WEST FROM A 4 INCH DOGWOOD TREE.
 CK6486'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6486'STAMPED---016-29---,
 CK6486'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6486'
 CK6486'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6487 ***********************************************************************
 CK6487  DESIGNATION -  BV 016 30
 CK6487  PID         -  CK6487
 CK6487  STATE/COUNTY-  GA/BULLOCH
 CK6487  USGS QUAD   -  STATESBORO (1993)
 CK6487
 CK6487                         *CURRENT SURVEY CONTROL
 CK6487  ___________________________________________________________________
 CK6487* NAD 83(1994)-  32 26 36.96018(N)    081 46 18.95034(W)     ADJUSTED  
 CK6487* NAVD 88     -        70.0    (meters)     230.     (feet)  VERT ANG  
 CK6487  ___________________________________________________________________
 CK6487  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 CK6487  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 CK6487
 CK6487  HORZ ORDER  -  THIRD
 CK6487
 CK6487.The horizontal coordinates were established by classical geodetic methods
 CK6487.and adjusted by the National Geodetic Survey in September 1997..
 CK6487
 CK6487.The orthometric height was determined by vertical angle observations.
 CK6487
 CK6487.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6487
 CK6487.The geoid height was determined by GEOID03.
 CK6487
 CK6487;                    North         East     Units Scale Factor Converg.
 CK6487;SPC GA E     -   270,971.653   237,115.560   MT  0.99991698   +0 12 42.4
 CK6487;SPC GA E     -   889,012.83    777,936.63   sFT  0.99991698   +0 12 42.4
 CK6487;UTM  17      - 3,589,869.370   427,439.314   MT  0.99966492   -0 24 50.9
 CK6487
 CK6487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6487!SPC GA E     -   0.99999371  x   0.99991698  =   0.99991069
 CK6487!UTM  17      -   0.99999371  x   0.99966492  =   0.99965863
 CK6487
 CK6487:                Primary Azimuth Mark                     Grid Az
 CK6487:SPC GA E     -  BV 016 31                                118 21 38.0
 CK6487:UTM  17      -  BV 016 31                                118 59 11.3
 CK6487
 CK6487|---------------------------------------------------------------------|
 CK6487| PID    Reference Object                     Distance      Geod. Az  |
 CK6487|                                                           dddmmss.s |
 CK6487| CK6488 BV 016 31                           APPROX. 0.6 KM 1183420.4 |
 CK6487| CK6486 BV 016 29                           417.174 METERS 3022054.5 |
 CK6487|---------------------------------------------------------------------|
 CK6487
 CK6487                          SUPERSEDED SURVEY CONTROL
 CK6487
 CK6487  NAD 83(1986)-  32 26 36.94714(N)    081 46 18.94931(W) AD(       ) 3
 CK6487
 CK6487.Superseded values are not recommended for survey control.
 CK6487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6487.See file dsdata.txt to determine how the superseded data were derived.
 CK6487
 CK6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2743989869(NAD 83)
 CK6487_MARKER: DD = SURVEY DISK
 CK6487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6487+STABILITY: SURFACE MOTION
 CK6487
 CK6487  HISTORY     - Date     Condition        Report By
 CK6487  HISTORY     - 1981     MONUMENTED       GADT
 CK6487
 CK6487                          STATION DESCRIPTION
 CK6487
 CK6487'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6487'THE STATION IS LOCATED IN STATESBORO.
 CK6487'
 CK6487'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN STATESBORO, GO
 CK6487'EAST ALONG EAST MAIN STREET FOR 0.15 KM (0.1 MI) TO THE JUNCTION
 CK6487'SAVANNAH AVENUE.  TURN RIGHT GOING SOUTHEAST ALONG SAVANNAH AVENUE
 CK6487'FOR 0.95 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 CK6487'
 CK6487'THE STATION IS A STANDARD GADT DISK
 CK6487'STAMPED---016-30---,
 CK6487'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6487'FLUSH WITH GROUND.  IT IS LOCATED
 CK6487'26.6 METERS (87.50 FT) SOUTHEAST FROM THE POINT OF INTERSECTION
 CK6487'6.24 METERS (20.50 FT) NORTHWEST FROM A 14 INCH PECAN TREE,
 CK6487'OF THE CENTERLINES OF SAVANNAH AVENUE AND DONEHOO STREET,
 CK6487'5.48 METERS (18 FT) SOUTH FROM THE CENTERLINE OF SAVANNAH
 CK6487'AVENUE, AND
 CK6487'34.89 METERS (114.5 FT) SOUTHWEST FROM THE PONT OF INTERSECTION
 CK6487'OF THE CENTERLINES OF LEE STREET AND SAVANNAH AVENUE.
 CK6487'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6487'STAMPED---016-30---,
 CK6487'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6487'
 CK6487'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6488 ***********************************************************************
 CK6488  DESIGNATION -  BV 016 31
 CK6488  PID         -  CK6488
 CK6488  STATE/COUNTY-  GA/BULLOCH
 CK6488  USGS QUAD   -  STATESBORO (1993)
 CK6488
 CK6488                         *CURRENT SURVEY CONTROL
 CK6488  ___________________________________________________________________
 CK6488* NAD 83(1994)-  32 26 27.15706(N)    081 45 57.72389(W)     ADJUSTED  
 CK6488* NAVD 88     -        65.3    (meters)     214.     (feet)  VERT ANG  
 CK6488  ___________________________________________________________________
 CK6488  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 CK6488  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CK6488
 CK6488  HORZ ORDER  -  THIRD
 CK6488
 CK6488.The horizontal coordinates were established by classical geodetic methods
 CK6488.and adjusted by the National Geodetic Survey in September 1997..
 CK6488
 CK6488.The orthometric height was determined by vertical angle observations.
 CK6488
 CK6488.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6488
 CK6488.The geoid height was determined by GEOID03.
 CK6488
 CK6488;                    North         East     Units Scale Factor Converg.
 CK6488;SPC GA E     -   270,671.769   237,671.098   MT  0.99991749   +0 12 53.7
 CK6488;SPC GA E     -   888,028.96    779,759.26   sFT  0.99991749   +0 12 53.7
 CK6488;UTM  17      - 3,589,563.513   427,991.403   MT  0.99966394   -0 24 39.4
 CK6488
 CK6488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6488!SPC GA E     -   0.99999446  x   0.99991749  =   0.99991195
 CK6488!UTM  17      -   0.99999446  x   0.99966394  =   0.99965841
 CK6488
 CK6488|---------------------------------------------------------------------|
 CK6488| PID    Reference Object                     Distance      Geod. Az  |
 CK6488|                                                           dddmmss.s |
 CK6488| CK6524 DELTA 5D                            200.148 METERS 13256     |
 CK6488| CK6487 BV 016 30                           APPROX. 0.6 KM 2983431.8 |
 CK6488|---------------------------------------------------------------------|
 CK6488
 CK6488                          SUPERSEDED SURVEY CONTROL
 CK6488
 CK6488  NAD 83(1986)-  32 26 27.14625(N)    081 45 57.72783(W) AD(       ) 3
 CK6488
 CK6488.Superseded values are not recommended for survey control.
 CK6488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6488.See file dsdata.txt to determine how the superseded data were derived.
 CK6488
 CK6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2799189564(NAD 83)
 CK6488_MARKER: DD = SURVEY DISK
 CK6488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6488+STABILITY: SURFACE MOTION
 CK6488
 CK6488  HISTORY     - Date     Condition        Report By
 CK6488  HISTORY     - 1981     MONUMENTED       GADT
 CK6488
 CK6488                          STATION DESCRIPTION
 CK6488
 CK6488'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6488'THE STATION IS LOCATED IN STATESBORO.
 CK6488'
 CK6488'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN STATESBORO, GO
 CK6488'EAST ALONG EAST MAIN STREET FOR 0.15 KM (0.1 MI) TO THE
 CK6488'JUNCTION OF SAVANNAH AVENUE.  TURN RIGHT GOING SOUTHEAST
 CK6488'ALONG SAVANNAH AVENUE FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF U.S.
 CK6488'HIGHWAY 80 CROSSING.  TURN RIGHT GOING EAST ALONG U.S. HIGHWAY 80
 CK6488'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT IN THE MEDIAN.
 CK6488'
 CK6488'THE STATION IS A STANDARD GADT DISK
 CK6488'STAMPED---016-31---,
 CK6488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6488'FLUSH WITH GROUND.  IT IS LOCATED
 CK6488'8.83 METERS (29 FT) NORTHEAST FROM THE CENTERLINE OF THE
 CK6488'HIGHWAY,
 CK6488'32.15 METERS (105.5 FT) SOUTHEAST FROM A DROP INLET,
 CK6488'42.06 METERS (138 FT) SOUTHEAST FROM A POWER POLE,
 CK6488'8.22 METERS (27 FT) SOUTHWEST FROM THE CENTERLINE OF THE WEST
 CK6488'BOUND LANE OF THE HIGHWAY, AND
 CK6488'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6488'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6488'STAMPED---016-31---,
 CK6488'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6488'
 CK6488'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6489 ***********************************************************************
 CK6489  DESIGNATION -  BV 016 32
 CK6489  PID         -  CK6489
 CK6489  STATE/COUNTY-  GA/BULLOCH
 CK6489  USGS QUAD   -  BROOKLET (1978)
 CK6489
 CK6489                         *CURRENT SURVEY CONTROL
 CK6489  ___________________________________________________________________
 CK6489* NAD 83(1994)-  32 24 27.12338(N)    081 41 54.14470(W)     ADJUSTED  
 CK6489* NAVD 88     -        64.1    (meters)     210.     (feet)  VERT ANG  
 CK6489  ___________________________________________________________________
 CK6489  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CK6489  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CK6489
 CK6489  HORZ ORDER  -  THIRD
 CK6489
 CK6489.The horizontal coordinates were established by classical geodetic methods
 CK6489.and adjusted by the National Geodetic Survey in September 1997..
 CK6489
 CK6489.The orthometric height was determined by vertical angle observations.
 CK6489
 CK6489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6489
 CK6489.The geoid height was determined by GEOID03.
 CK6489
 CK6489;                    North         East     Units Scale Factor Converg.
 CK6489;SPC GA E     -   267,000.453   244,049.450   MT  0.99992392   +0 15 03.5
 CK6489;SPC GA E     -   875,983.99    800,685.57   sFT  0.99992392   +0 15 03.5
 CK6489;UTM  17      - 3,585,823.757   434,327.631   MT  0.99965318   -0 22 27.5
 CK6489
 CK6489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6489!SPC GA E     -   0.99999466  x   0.99992392  =   0.99991858
 CK6489!UTM  17      -   0.99999466  x   0.99965318  =   0.99964784
 CK6489
 CK6489                          SUPERSEDED SURVEY CONTROL
 CK6489
 CK6489  NAD 83(1986)-  32 24 27.10644(N)    081 41 54.15096(W) AD(       ) 3
 CK6489
 CK6489.Superseded values are not recommended for survey control.
 CK6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6489.See file dsdata.txt to determine how the superseded data were derived.
 CK6489
 CK6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3432885824(NAD 83)
 CK6489_MARKER: DD = SURVEY DISK
 CK6489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6489+STABILITY: SURFACE MOTION
 CK6489
 CK6489  HISTORY     - Date     Condition        Report By
 CK6489  HISTORY     - 1981     MONUMENTED       GADT
 CK6489
 CK6489                          STATION DESCRIPTION
 CK6489
 CK6489'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6489'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHWEST OF
 CK6489'BROOKLET, 9.3 KM (5.8 MI) EAST-SOUTHEAST OF STATESBORO, AND
 CK6489'19.8 KM (12.3 MI) SOUTHWEST OF OLIVER.
 CK6489'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6489'
 CK6489'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN STATESBORO,
 CK6489'GO EAST ALONG EAST MAIN STREET FOR 0.15 KM (0.1 MI) TO THE
 CK6489'JUNCTION OF SAVANNAH AVENUE.  TURN RIGHT AND GO SOUTHEAST ALONG
 CK6489'SAVANNAH AVENUE FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF U.S.
 CK6489'HIGHWAY 80 CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG U.S.
 CK6489'HIGHWAY 80 FOR 6.75 KM (4.2 MI) TO THE JUNCTION OF COUNTY ROAD
 CK6489'350 TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 350
 CK6489'FOR ABOUT 40 METERS (130 FT) TO THE STATION ON THE RIGHT.
 CK6489'
 CK6489'THE STATION IS A STANDARD GADT DISK
 CK6489'STAMPED---016-32---,
 CK6489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6489'FLUSH WITH GROUND.  IT IS LOCATED
 CK6489'24.99 METERS (82 FT) SOUTH FROM A 16 INCH CEDAR TREE ON THE
 CK6489'WEST SIDE OF THE ROAD,
 CK6489'43.89 METERS (144 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6489'HIGHWAY,
 CK6489'26.67 METERS (87.50 FT) SOUTHWEST FROM A 16 INCH CEDAR TREE ON
 CK6489'THE EAST SIDE OF COUNTY ROAD 350, AND
 CK6489'0.6 METER (2 FT) EAST FROM A WITNESS POST SET AT A WIRE FENCE.
 CK6489'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6489'STAMPED---016-32---,
 CK6489'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6489'
 CK6489'THE LANDMARK, BROOKLET BULLOCH COOP MAST, MAY BE USED FOR AZIMUTH.
 CK6489'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6489'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6489'
 CK6489'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6490 ***********************************************************************
 CK6490  DESIGNATION -  BV 016 33
 CK6490  PID         -  CK6490
 CK6490  STATE/COUNTY-  GA/BULLOCH
 CK6490  USGS QUAD   -  BROOKLET (1978)
 CK6490
 CK6490                         *CURRENT SURVEY CONTROL
 CK6490  ___________________________________________________________________
 CK6490* NAD 83(1994)-  32 23 54.64723(N)    081 40 18.03115(W)     ADJUSTED  
 CK6490* NAVD 88     -        57.8    (meters)     190.     (feet)  VERT ANG  
 CK6490  ___________________________________________________________________
 CK6490  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CK6490  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CK6490
 CK6490  HORZ ORDER  -  THIRD
 CK6490
 CK6490.The horizontal coordinates were established by classical geodetic methods
 CK6490.and adjusted by the National Geodetic Survey in September 1997..
 CK6490
 CK6490.The orthometric height was determined by vertical angle observations.
 CK6490
 CK6490.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6490
 CK6490.The geoid height was determined by GEOID03.
 CK6490
 CK6490;                    North         East     Units Scale Factor Converg.
 CK6490;SPC GA E     -   266,011.460   246,565.443   MT  0.99992673   +0 15 54.8
 CK6490;SPC GA E     -   872,739.27    808,940.12   sFT  0.99992673   +0 15 54.8
 CK6490;UTM  17      - 3,584,807.649   436,831.996   MT  0.99964920   -0 21 35.6
 CK6490
 CK6490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6490!SPC GA E     -   0.99999566  x   0.99992673  =   0.99992239
 CK6490!UTM  17      -   0.99999566  x   0.99964920  =   0.99964487
 CK6490
 CK6490                          SUPERSEDED SURVEY CONTROL
 CK6490
 CK6490  NAD 83(1986)-  32 23 54.63194(N)    081 40 18.03666(W) AD(       ) 3
 CK6490
 CK6490.Superseded values are not recommended for survey control.
 CK6490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6490.See file dsdata.txt to determine how the superseded data were derived.
 CK6490
 CK6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3683284808(NAD 83)
 CK6490_MARKER: DD = SURVEY DISK
 CK6490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6490+STABILITY: SURFACE MOTION
 CK6490
 CK6490  HISTORY     - Date     Condition        Report By
 CK6490  HISTORY     - 1981     MONUMENTED       GADT
 CK6490
 CK6490                          STATION DESCRIPTION
 CK6490
 CK6490'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6490'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH-NORTHWEST OF
 CK6490'BROOKLET, 11.9 KM (7.4 MI) EAST-SOUTHEAST OF STATESBORO, AND
 CK6490'18.5 KM (11.5 MI) SOUTHWEST OF OLIVER.
 CK6490'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6490'
 CK6490'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6490'NORTHEAST ALONG PARKER AVENUE (COUNTY ROAD 90733) FOR 0.4 KM
 CK6490'(0.25 MI) TO THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE 26)
 CK6490'CROSSING.  TURN LEFT GOING NORTHWEST ALONG U.S. HIGHWAY 80 FOR
 CK6490'1.6 KM (1.0 MI)
 CK6490'TO THE JUNCTION OF DIRT COUNTY ROAD 127 FORKING TO THE RIGHT.
 CK6490'TURN RIGHT GOING WEST-NORTHWEST ALONG COUNTY ROAD 127 FOR 0.1 KM
 CK6490'(0.05 MI) TO THE STATION ON THE RIGHT.
 CK6490'
 CK6490'THE STATION IS A STANDARD GADT DISK
 CK6490'STAMPED---016-33---,
 CK6490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6490'FLUSH WITH GROUND.  IT IS LOCATED
 CK6490'6.81 METERS (22 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 CK6490'16.16 METERS (55 FT) SOUTH FROM A POWER POLE NUMBER 246,
 CK6490'17.67 METERS (58 FT) SOUTHWEST FROM A 12 INCH PECAN TREE,
 CK6490'23.62 METERS (77.5 FT) NORTHEAST FROM THE CENTERLINE OF U.S.
 CK6490'HIGHWAY 80, AND
 CK6490'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 CK6490'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6490'STAMPED---016-33---,
 CK6490'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6490'
 CK6490'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6490'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6490'
 CK6490'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6491 ***********************************************************************
 CK6491  DESIGNATION -  BV 016 34
 CK6491  PID         -  CK6491
 CK6491  STATE/COUNTY-  GA/BULLOCH
 CK6491  USGS QUAD   -  BROOKLET (1978)
 CK6491
 CK6491                         *CURRENT SURVEY CONTROL
 CK6491  ___________________________________________________________________
 CK6491* NAD 83(1994)-  32 23 26.02541(N)    081 39 59.27786(W)     ADJUSTED  
 CK6491* NAVD 88     -        50.6    (meters)     166.     (feet)  VERT ANG  
 CK6491  ___________________________________________________________________
 CK6491  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CK6491  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 CK6491
 CK6491  HORZ ORDER  -  THIRD
 CK6491
 CK6491.The horizontal coordinates were established by classical geodetic methods
 CK6491.and adjusted by the National Geodetic Survey in September 1997..
 CK6491
 CK6491.The orthometric height was determined by vertical angle observations.
 CK6491
 CK6491.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6491
 CK6491.The geoid height was determined by GEOID03.
 CK6491
 CK6491;                    North         East     Units Scale Factor Converg.
 CK6491;SPC GA E     -   265,132.153   247,059.623   MT  0.99992730   +0 16 04.6
 CK6491;SPC GA E     -   869,854.41    810,561.45   sFT  0.99992730   +0 16 04.6
 CK6491;UTM  17      - 3,583,923.250   437,316.419   MT  0.99964845   -0 21 25.3
 CK6491
 CK6491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6491!SPC GA E     -   0.99999680  x   0.99992730  =   0.99992410
 CK6491!UTM  17      -   0.99999680  x   0.99964845  =   0.99964525
 CK6491
 CK6491                          SUPERSEDED SURVEY CONTROL
 CK6491
 CK6491  NAD 83(1986)-  32 23 26.01091(N)    081 39 59.28298(W) AD(       ) 3
 CK6491
 CK6491.Superseded values are not recommended for survey control.
 CK6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6491.See file dsdata.txt to determine how the superseded data were derived.
 CK6491
 CK6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3731683923(NAD 83)
 CK6491_MARKER: DD = SURVEY DISK
 CK6491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6491+STABILITY: SURFACE MOTION
 CK6491
 CK6491  HISTORY     - Date     Condition        Report By
 CK6491  HISTORY     - 1981     MONUMENTED       GADT
 CK6491
 CK6491                          STATION DESCRIPTION
 CK6491
 CK6491'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6491'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) EAST SOUTHEAST OF
 CK6491'STATESBORO, 1.5 KM (0.9 MI) NORTH OF BROOKLET, AND 18.85 KM
 CK6491'(11.7 MI) SOUTHWEST OF OLIVER.
 CK6491'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6491'
 CK6491'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6491'NORTHEAST ALONG PARKER AVENUE (COUNTY ROAD 90733) FOR 0.4 KM
 CK6491'(0.25 MI) TO THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE 26)
 CK6491'CROSSING.  TURN LEFT GOING WEST ALONG U.S. HIGHWAY 80 FOR 0.8 KM
 CK6491'(0.5 MI) TO THE STATION ON THE LEFT.
 CK6491'
 CK6491'THE STATION IS A STANDARD GADT DISK
 CK6491'STAMPED---016-34---,
 CK6491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6491'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 CK6491'21.18 METERS (69.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 CK6491'HIGHWAY,
 CK6491'24.99 METERS (82 FT) NORTH FROM AN 18 INCH PECAN TREE,
 CK6491'4.72 METERS (15.5 FT) NORTHEAST FROM ANOTHER 18 INCH PECAN TREE,
 CK6491'AND
 CK6491'0.97 METER (3.2 FT) EAST FROM A WITNESS POST.
 CK6491'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6491'STAMPED---016-34---,
 CK6491'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6491'
 CK6491'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6491'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6491'
 CK6491'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6492 ***********************************************************************
 CK6492  DESIGNATION -  BV 016 35
 CK6492  PID         -  CK6492
 CK6492  STATE/COUNTY-  GA/BULLOCH
 CK6492  USGS QUAD   -  BROOKLET (1978)
 CK6492
 CK6492                         *CURRENT SURVEY CONTROL
 CK6492  ___________________________________________________________________
 CK6492* NAD 83(1994)-  32 22 52.99945(N)    081 39 31.00803(W)     ADJUSTED  
 CK6492* NAVD 88     -        46.1    (meters)     151.     (feet)  VERT ANG  
 CK6492  ___________________________________________________________________
 CK6492  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CK6492  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CK6492
 CK6492  HORZ ORDER  -  THIRD
 CK6492
 CK6492.The horizontal coordinates were established by classical geodetic methods
 CK6492.and adjusted by the National Geodetic Survey in September 1997..
 CK6492
 CK6492.The orthometric height was determined by vertical angle observations.
 CK6492
 CK6492.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6492
 CK6492.The geoid height was determined by GEOID03.
 CK6492
 CK6492;                    North         East     Units Scale Factor Converg.
 CK6492;SPC GA E     -   264,118.396   247,803.259   MT  0.99992817   +0 16 19.5
 CK6492;SPC GA E     -   866,528.44    813,001.19   sFT  0.99992817   +0 16 19.5
 CK6492;UTM  17      - 3,582,901.728   438,048.750   MT  0.99964733   -0 21 09.8
 CK6492
 CK6492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6492!SPC GA E     -   0.99999751  x   0.99992817  =   0.99992568
 CK6492!UTM  17      -   0.99999751  x   0.99964733  =   0.99964484
 CK6492
 CK6492                          SUPERSEDED SURVEY CONTROL
 CK6492
 CK6492  NAD 83(1986)-  32 22 52.98577(N)    081 39 31.01272(W) AD(       ) 3
 CK6492
 CK6492.Superseded values are not recommended for survey control.
 CK6492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6492.See file dsdata.txt to determine how the superseded data were derived.
 CK6492
 CK6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3804982902(NAD 83)
 CK6492_MARKER: DD = SURVEY DISK
 CK6492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6492+STABILITY: SURFACE MOTION
 CK6492
 CK6492  HISTORY     - Date     Condition        Report By
 CK6492  HISTORY     - 1981     MONUMENTED       GADT
 CK6492
 CK6492                          STATION DESCRIPTION
 CK6492
 CK6492'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (ERB)
 CK6492'THE STATION IS LOCATED IN BROOKLET.
 CK6492'OWNERSHIP--CITY RIGHT OF WAY.
 CK6492'
 CK6492'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6492'NORTHEAST ALONG PARKER AVENUE (COUNTY ROAD 90733) FOR 0.40 KM
 CK6492'(0.25 MI) TO THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE 26)
 CK6492'CROSSING.  TURN RIGHT GOING SOUTH ALONG PARKER AVENUE (COUNTY ROAD
 CK6492'90733) FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT AT THE
 CK6492'JUNCTION OF ELM DRIVE AND WORNOCK STREET.
 CK6492'
 CK6492'THE STATION IS A STANDARD GADT DISK
 CK6492'STAMPED---016-35---,
 CK6492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6492'FLUSH WITH GROUND.  IT IS LOCATED
 CK6492'24.07 METERS (79 FT) NORTHEAST FROM THE CENTERLINE OF THE
 CK6492'HIGHWAY,
 CK6492'11.43 METERS (37.50 FT) EAST FROM A POWER POLE,
 CK6492'5.63 METERS (18.50 FT) NORTHEAST FROM THE CENTERLINE OF ELM DRIVE,
 CK6492'5.03 METERS (16.50 FT) SOUTHEAST FROM THE CENTERLINE OF WORNOCK
 CK6492'STREET,
 CK6492'18.28 METERS (60 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 CK6492'BRICK RESIDENCE, AND
 CK6492'0.82 METER (2.7 FT) WEST-NORTHWEST FROM A WITNESS POST NEAR A
 CK6492'STREET MARKER.
 CK6492'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6492'STAMPED---016-35---,
 CK6492'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6492'
 CK6492'COUNTY ROAD NUMBERS OBTAINED FROM  GENERAL HIGHWAY MAP BULLOCH
 CK6492'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6492'
 CK6492'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6493 ***********************************************************************
 CK6493  DESIGNATION -  BV 016 36
 CK6493  PID         -  CK6493
 CK6493  STATE/COUNTY-  GA/BULLOCH
 CK6493  USGS QUAD   -  BROOKLET (1978)
 CK6493
 CK6493                         *CURRENT SURVEY CONTROL
 CK6493  ___________________________________________________________________
 CK6493* NAD 83(1994)-  32 22 45.24034(N)    081 39 48.95173(W)     ADJUSTED  
 CK6493* NAVD 88     -        47.5    (meters)     156.     (feet)  VERT ANG  
 CK6493  ___________________________________________________________________
 CK6493  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CK6493  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 CK6493
 CK6493  HORZ ORDER  -  THIRD
 CK6493
 CK6493.The horizontal coordinates were established by classical geodetic methods
 CK6493.and adjusted by the National Geodetic Survey in September 1997..
 CK6493
 CK6493.The orthometric height was determined by vertical angle observations.
 CK6493
 CK6493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6493
 CK6493.The geoid height was determined by GEOID03.
 CK6493
 CK6493;                    North         East     Units Scale Factor Converg.
 CK6493;SPC GA E     -   263,877.190   247,335.394   MT  0.99992762   +0 16 09.9
 CK6493;SPC GA E     -   865,737.08    811,466.21   sFT  0.99992762   +0 16 09.9
 CK6493;UTM  17      - 3,582,665.704   437,578.414   MT  0.99964805   -0 21 19.4
 CK6493
 CK6493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6493!SPC GA E     -   0.99999729  x   0.99992762  =   0.99992491
 CK6493!UTM  17      -   0.99999729  x   0.99964805  =   0.99964534
 CK6493
 CK6493                          SUPERSEDED SURVEY CONTROL
 CK6493
 CK6493  NAD 83(1986)-  32 22 45.22744(N)    081 39 48.95624(W) AD(       ) 3
 CK6493
 CK6493.Superseded values are not recommended for survey control.
 CK6493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6493.See file dsdata.txt to determine how the superseded data were derived.
 CK6493
 CK6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3757882666(NAD 83)
 CK6493_MARKER: DD = SURVEY DISK
 CK6493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6493+STABILITY: SURFACE MOTION
 CK6493
 CK6493  HISTORY     - Date     Condition        Report By
 CK6493  HISTORY     - 1981     MONUMENTED       GADT
 CK6493
 CK6493                          STATION DESCRIPTION
 CK6493
 CK6493'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6493'THE STATION IS LOCATED IN BROOKLET.
 CK6493'OWNERSHIP--CITY OF BROOKLET RIGHT OF WAY.
 CK6493'
 CK6493'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6493'WEST ALONG COUNTY ROAD 90733 (PARKER AVENUE) FOR 0.1 KM
 CK6493'(0.05 MI) TO THE STATION ON THE LEFT.
 CK6493'
 CK6493'THE STATION IS A STANDARD GADT DISK
 CK6493'STAMPED---016-36---,
 CK6493'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6493'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6493'10.66 METERS (35.00 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CK6493'ROAD,
 CK6493'30.35 METERS (99.60 FT) SOUTHWEST FROM THE CENTERLINE OF RAILROAD
 CK6493'STREET,
 CK6493'3.35 METERS (12.00 FT) WEST FROM A POWER POLE,
 CK6493'13.01 METERS (42.70 FT) WEST FROM AN 18 INCH CEDAR TREE, AND
 CK6493'0.91 METER (3 FT) NORTHWEST FROM A WITNESS POST.
 CK6493'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6493'STAMPED---016-36---,
 CK6493'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 CK6493'SURFACE.
 CK6493'
 CK6493'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6493'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6493'
 CK6493'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6494 ***********************************************************************
 CK6494  DESIGNATION -  BV 016 37
 CK6494  PID         -  CK6494
 CK6494  STATE/COUNTY-  GA/BULLOCH
 CK6494  USGS QUAD   -  BROOKLET (1978)
 CK6494
 CK6494                         *CURRENT SURVEY CONTROL
 CK6494  ___________________________________________________________________
 CK6494* NAD 83(1994)-  32 22 37.88876(N)    081 40 18.86550(W)     ADJUSTED  
 CK6494* NAVD 88     -        44.9    (meters)     147.     (feet)  VERT ANG  
 CK6494  ___________________________________________________________________
 CK6494  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CK6494  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CK6494
 CK6494  HORZ ORDER  -  THIRD
 CK6494
 CK6494.The horizontal coordinates were established by classical geodetic methods
 CK6494.and adjusted by the National Geodetic Survey in September 1997..
 CK6494
 CK6494.The orthometric height was determined by vertical angle observations.
 CK6494
 CK6494.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6494
 CK6494.The geoid height was determined by GEOID03.
 CK6494
 CK6494;                    North         East     Units Scale Factor Converg.
 CK6494;SPC GA E     -   263,647.107   246,554.576   MT  0.99992672   +0 15 53.8
 CK6494;SPC GA E     -   864,982.22    808,904.47   sFT  0.99992672   +0 15 53.8
 CK6494;UTM  17      - 3,582,444.211   436,795.352   MT  0.99964926   -0 21 35.3
 CK6494
 CK6494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6494!SPC GA E     -   0.99999769  x   0.99992672  =   0.99992441
 CK6494!UTM  17      -   0.99999769  x   0.99964926  =   0.99964695
 CK6494
 CK6494                          SUPERSEDED SURVEY CONTROL
 CK6494
 CK6494  NAD 83(1986)-  32 22 37.87574(N)    081 40 18.86944(W) AD(       ) 3
 CK6494
 CK6494.Superseded values are not recommended for survey control.
 CK6494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6494.See file dsdata.txt to determine how the superseded data were derived.
 CK6494
 CK6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3679582444(NAD 83)
 CK6494_MARKER: DD = SURVEY DISK
 CK6494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6494+STABILITY: SURFACE MOTION
 CK6494
 CK6494  HISTORY     - Date     Condition        Report By
 CK6494  HISTORY     - 1981     MONUMENTED       GADT
 CK6494
 CK6494                          STATION DESCRIPTION
 CK6494
 CK6494'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6494'THE STATION IS LOCATED ABOUT 13.05 KM (8.1 MI) SOUTHEAST OF
 CK6494'STATESBORO, 20.45 KM (12.7 MI) SOUTHWEST OF OLIVER, AND 26.9 KM
 CK6494'(16.7 MI) WEST OF GUYTON.
 CK6494'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6494'
 CK6494'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6494'WEST ALONG COUNTY ROAD 90733 FOR 0.9 KM (0.55 MI) TO THE STATION
 CK6494'ON THE RIGHT.
 CK6494'
 CK6494'THE STATION IS A STANDARD GADT DISK
 CK6494'STAMPED---016-37---,
 CK6494'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6494'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6494'12.55 METERS (41.20 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK6494'THE ROAD, 24.32 METERS (79.80 FT) NORTHEAST FROM A RIGHT OF WAY
 CK6494'MARKER,
 CK6494'10.24 METERS (33.60 FT) NORTHEAST FROM AN UNDERGROUND TELEPHONE
 CK6494'CABLE PEDESTAL,
 CK6494'21.42 METERS (70.30 FT) EAST FROM A POWER POLE,
 CK6494'1.49 METERS (4.90 FT) SOUTHEAST FROM A FENCELINE, AND
 CK6494'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6494'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6494'STAMPED---016-37---,
 CK6494'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 CK6494'SURFACE.
 CK6494'
 CK6494'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6494'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6494'
 CK6494'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6495 ***********************************************************************
 CK6495  DESIGNATION -  BV 016 38
 CK6495  PID         -  CK6495
 CK6495  STATE/COUNTY-  GA/BULLOCH
 CK6495  USGS QUAD   -  BROOKLET (1978)
 CK6495
 CK6495                         *CURRENT SURVEY CONTROL
 CK6495  ___________________________________________________________________
 CK6495* NAD 83(1994)-  32 22 32.87955(N)    081 40 25.48225(W)     ADJUSTED  
 CK6495* NAVD 88     -        49.31   (meters)     161.8    (feet)  LEVELING  
 CK6495  ___________________________________________________________________
 CK6495  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CK6495  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 CK6495
 CK6495  HORZ ORDER  -  THIRD
 CK6495  VERT ORDER  -  THIRD ?
 CK6495
 CK6495.The horizontal coordinates were established by classical geodetic methods
 CK6495.and adjusted by the National Geodetic Survey in September 1997..
 CK6495
 CK6495.The orthometric height was determined by differential leveling.
 CK6495.The vertical network tie was performed by a horz. field party for horz.
 CK6495.obs reductions. Reset procedures were used to establish the elevation.
 CK6495
 CK6495.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6495
 CK6495.The geoid height was determined by GEOID03.
 CK6495
 CK6495;                    North         East     Units Scale Factor Converg.
 CK6495;SPC GA E     -   263,492.019   246,382.339   MT  0.99992652   +0 15 50.2
 CK6495;SPC GA E     -   864,473.40    808,339.39   sFT  0.99992652   +0 15 50.2
 CK6495;UTM  17      - 3,582,291.053   436,621.482   MT  0.99964953   -0 21 38.8
 CK6495
 CK6495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6495!SPC GA E     -   0.99999700  x   0.99992652  =   0.99992352
 CK6495!UTM  17      -   0.99999700  x   0.99964953  =   0.99964653
 CK6495
 CK6495                          SUPERSEDED SURVEY CONTROL
 CK6495
 CK6495  NAD 83(1986)-  32 22 32.86691(N)    081 40 25.48558(W) AD(       ) 3
 CK6495
 CK6495.Superseded values are not recommended for survey control.
 CK6495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6495.See file dsdata.txt to determine how the superseded data were derived.
 CK6495
 CK6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3662182291(NAD 83)
 CK6495_MARKER: DD = SURVEY DISK
 CK6495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6495+STABILITY: SURFACE MOTION
 CK6495
 CK6495  HISTORY     - Date     Condition        Report By
 CK6495  HISTORY     - 1981     MONUMENTED       GADT
 CK6495
 CK6495                          STATION DESCRIPTION
 CK6495
 CK6495'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6495'THE STATION IS LOCATED ABOUT 13.05 KM (8.1 MI) SOUTHEAST OF
 CK6495'STATESBORO, 20.75 KM (12.9 MI) SOUTHWEST OF OLIVER, AND 26.9 KM
 CK6495'(16.7 MI) WEST OF GUYTON.
 CK6495'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6495'
 CK6495'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6495'WEST ALONG COUNTY ROAD 90733 FOR 1.1 KM (0.7 MI) TO THE STATION
 CK6495'ON THE RIGHT.
 CK6495'
 CK6495'THE STATION IS A STANDARD GADT DISK
 CK6495'STAMPED---016-38---,
 CK6495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6495'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6495'21.27 METERS (69.80 FT) SOUTHWEST FROM THE POINT OF
 CK6495'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A FIELD ROAD TO
 CK6495'THE WEST,
 CK6495'11 METERS (36.10 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 CK6495'10.36 METERS (34.00 FT) NORTH-NORTHEAST FROM A 14 INCH FORKED
 CK6495'OAK TREE,
 CK6495'6.61 METERS (21.70 FT) SOUTHEAST FROM A FENCELINE, AND
 CK6495'1.00 METER (3.3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6495'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6495'STAMPED---016-38---,
 CK6495'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 CK6495'SURFACE.
 CK6495'
 CK6495'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6495'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6495'
 CK6495'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6496 ***********************************************************************
 CK6496  DESIGNATION -  BV 016 39
 CK6496  PID         -  CK6496
 CK6496  STATE/COUNTY-  GA/BULLOCH
 CK6496  USGS QUAD   -  DENMARK (1978)
 CK6496
 CK6496                         *CURRENT SURVEY CONTROL
 CK6496  ___________________________________________________________________
 CK6496* NAD 83(1994)-  32 22 20.36359(N)    081 40 31.77298(W)     ADJUSTED  
 CK6496* NAVD 88     -        52.5    (meters)     172.     (feet)  VERT ANG  
 CK6496  ___________________________________________________________________
 CK6496  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK6496  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CK6496
 CK6496  HORZ ORDER  -  THIRD
 CK6496
 CK6496.The horizontal coordinates were established by classical geodetic methods
 CK6496.and adjusted by the National Geodetic Survey in September 1997..
 CK6496
 CK6496.The orthometric height was determined by vertical angle observations.
 CK6496
 CK6496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6496
 CK6496.The geoid height was determined by GEOID03.
 CK6496
 CK6496;                    North         East     Units Scale Factor Converg.
 CK6496;SPC GA E     -   263,105.757   246,219.680   MT  0.99992633   +0 15 46.8
 CK6496;SPC GA E     -   863,206.14    807,805.73   sFT  0.99992633   +0 15 46.8
 CK6496;UTM  17      - 3,581,906.694   436,454.667   MT  0.99964979   -0 21 42.1
 CK6496
 CK6496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6496!SPC GA E     -   0.99999649  x   0.99992633  =   0.99992282
 CK6496!UTM  17      -   0.99999649  x   0.99964979  =   0.99964628
 CK6496
 CK6496                          SUPERSEDED SURVEY CONTROL
 CK6496
 CK6496  NAD 83(1986)-  32 22 20.35161(N)    081 40 31.77591(W) AD(       ) 3
 CK6496
 CK6496.Superseded values are not recommended for survey control.
 CK6496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6496.See file dsdata.txt to determine how the superseded data were derived.
 CK6496
 CK6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3645581907(NAD 83)
 CK6496_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK6496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6496+STABILITY: SURFACE MOTION
 CK6496
 CK6496  HISTORY     - Date     Condition        Report By
 CK6496  HISTORY     - UNK      MONUMENTED
 CK6496  HISTORY     - 1981     GOOD             GADT
 CK6496
 CK6496                          STATION DESCRIPTION
 CK6496
 CK6496'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6496'THE STATION IS LOCATED ABOUT 13.05 KM (8.1 MI) SOUTHEAST OF
 CK6496'STATESBORO, 20.95 KM (13 MI) SOUTHWEST OF OLIVER, AND 27.05 KM
 CK6496'(16.8 MI) WEST OF GUYTON.
 CK6496'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6496'
 CK6496'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6496'WEST, AND THEN SOUTHWEST ALONG COUNTY ROAD 90733 FOR 1.5 KM (0.95
 CK6496'MI) TO THE STATION ON THE RIGHT.
 CK6496'
 CK6496'THE STATION IS A STANDARD GADT DISK
 CK6496'STAMPED---016-39---,
 CK6496'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6496'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6496'4.38 METERS (14.40 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK6496'THE ROAD,
 CK6496'5.27 METERS (17.30 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 CK6496'PEDESTAL,
 CK6496'5.69 METERS (18.70 FT) SOUTHEAST FROM A 36 INCH FORKED OAK TREE,
 CK6496'27.24 METERS (89.40 FT) NORTH-NORTHWEST FROM A 24 INCH PECAN TREE
 CK6496'AND
 CK6496'5.02 METERS (16.50 FT) EAST FROM A WITNESS POST SET AT A
 CK6496'FENCELINE.
 CK6496'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6496'STAMPED---016-39---,
 CK6496'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METER BELOW THE
 CK6496'SURFACE.
 CK6496'
 CK6496'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6496'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6496'
 CK6496'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6497 ***********************************************************************
 CK6497  DESIGNATION -  BV 016 40
 CK6497  PID         -  CK6497
 CK6497  STATE/COUNTY-  GA/BULLOCH
 CK6497  USGS QUAD   -  DENMARK (1978)
 CK6497
 CK6497                         *CURRENT SURVEY CONTROL
 CK6497  ___________________________________________________________________
 CK6497* NAD 83(1994)-  32 22 00.05783(N)    081 40 40.26604(W)     ADJUSTED  
 CK6497* NAVD 88     -        48.95   (meters)     160.6    (feet)  LEVELING  
 CK6497  ___________________________________________________________________
 CK6497  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CK6497  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 CK6497
 CK6497  HORZ ORDER  -  THIRD
 CK6497  VERT ORDER  -  THIRD ?
 CK6497
 CK6497.The horizontal coordinates were established by classical geodetic methods
 CK6497.and adjusted by the National Geodetic Survey in September 1997..
 CK6497
 CK6497.The orthometric height was determined by differential leveling.
 CK6497.The vertical network tie was performed by a horz. field party for horz.
 CK6497.obs reductions. Reset procedures were used to establish the elevation.
 CK6497
 CK6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6497
 CK6497.The geoid height was determined by GEOID03.
 CK6497
 CK6497;                    North         East     Units Scale Factor Converg.
 CK6497;SPC GA E     -   262,479.301   246,000.534   MT  0.99992609   +0 15 42.1
 CK6497;SPC GA E     -   861,150.84    807,086.75   sFT  0.99992609   +0 15 42.1
 CK6497;UTM  17      - 3,581,282.836   436,228.768   MT  0.99965015   -0 21 46.4
 CK6497
 CK6497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6497!SPC GA E     -   0.99999705  x   0.99992609  =   0.99992314
 CK6497!UTM  17      -   0.99999705  x   0.99965015  =   0.99964721
 CK6497
 CK6497                          SUPERSEDED SURVEY CONTROL
 CK6497
 CK6497  NAD 83(1986)-  32 22 00.04654(N)    081 40 40.26860(W) AD(       ) 3
 CK6497
 CK6497.Superseded values are not recommended for survey control.
 CK6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6497.See file dsdata.txt to determine how the superseded data were derived.
 CK6497
 CK6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3622981283(NAD 83)
 CK6497_MARKER: DD = SURVEY DISK
 CK6497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6497+STABILITY: SURFACE MOTION
 CK6497
 CK6497  HISTORY     - Date     Condition        Report By
 CK6497  HISTORY     - 1981     MONUMENTED       GADT
 CK6497
 CK6497                          STATION DESCRIPTION
 CK6497
 CK6497'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6497'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) SOUTHEAST OF
 CK6497'STATESBORO, 21.6 KM (13.4 MI) SOUTHWEST OF OLIVER,AND
 CK6497'27.05 KM (16.8 MI) WEST OF GUYTON.
 CK6497'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6497'
 CK6497'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET,
 CK6497'GO SOUTHWEST ALONG COUNTY ROAD 90733 FOR 2.25 KM
 CK6497'(1.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 311 TO THE LEFT,
 CK6497'AND THE STATION ON THE LEFT.
 CK6497'
 CK6497'THE STATION IS A STANDARD GADT DISK
 CK6497'STAMPED---016-40---,
 CK6497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6497'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 54.34 METERS
 CK6497'(178.3 FT) SOUTH FROM THE POINT OF THE INTERSECTION
 CK6497'OF THE CENTERLINES OF THE ROAD AND
 CK6497'COUNTY ROAD 311, 9.26 METERS (30.40 FT) EAST-SOUTHEAST FROM THE
 CK6497'CENTERLINE OF THE ROAD, 8.68 METERS (28.50 FT) SOUTH FROM A POWER
 CK6497'4.84 METERS (15.90 FT) WEST FROM A 6 INCH PEAR TREE, AND
 CK6497'0.51 METER (1.70 FT) WEST FROM A WITNESS POST SET AT A
 CK6497'FENCELINE.
 CK6497'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6497'STAMPED---016-40---,
 CK6497'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METER BELOW THE SURFACE
 CK6497'
 CK6497'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6497'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6497'
 CK6497'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6498 ***********************************************************************
 CK6498  DESIGNATION -  BV 016 41
 CK6498  PID         -  CK6498
 CK6498  STATE/COUNTY-  GA/BULLOCH
 CK6498  USGS QUAD   -  DENMARK (1978)
 CK6498
 CK6498                         *CURRENT SURVEY CONTROL
 CK6498  ___________________________________________________________________
 CK6498* NAD 83(1994)-  32 21 46.63337(N)    081 40 49.93216(W)     ADJUSTED  
 CK6498* NAVD 88     -        51.28   (meters)     168.2    (feet)  LEVELING  
 CK6498  ___________________________________________________________________
 CK6498  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CK6498  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CK6498
 CK6498  HORZ ORDER  -  THIRD
 CK6498  VERT ORDER  -  THIRD ?
 CK6498
 CK6498.The horizontal coordinates were established by classical geodetic methods
 CK6498.and adjusted by the National Geodetic Survey in September 1997..
 CK6498
 CK6498.The orthometric height was determined by differential leveling.
 CK6498.The vertical network tie was performed by a horz. field party for horz.
 CK6498.obs reductions. Reset procedures were used to establish the elevation.
 CK6498
 CK6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6498
 CK6498.The geoid height was determined by GEOID03.
 CK6498
 CK6498;                    North         East     Units Scale Factor Converg.
 CK6498;SPC GA E     -   262,064.663   245,749.731   MT  0.99992580   +0 15 36.8
 CK6498;SPC GA E     -   859,790.48    806,263.91   sFT  0.99992580   +0 15 36.8
 CK6498;UTM  17      - 3,580,871.070   435,973.531   MT  0.99965055   -0 21 51.4
 CK6498
 CK6498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6498!SPC GA E     -   0.99999669  x   0.99992580  =   0.99992249
 CK6498!UTM  17      -   0.99999669  x   0.99965055  =   0.99964724
 CK6498
 CK6498                          SUPERSEDED SURVEY CONTROL
 CK6498
 CK6498  NAD 83(1986)-  32 21 46.62270(N)    081 40 49.93424(W) AD(       ) 3
 CK6498
 CK6498.Superseded values are not recommended for survey control.
 CK6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6498.See file dsdata.txt to determine how the superseded data were derived.
 CK6498
 CK6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3597480871(NAD 83)
 CK6498_MARKER: DD = SURVEY DISK
 CK6498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6498+STABILITY: SURFACE MOTION
 CK6498
 CK6498  HISTORY     - Date     Condition        Report By
 CK6498  HISTORY     - 1981     MONUMENTED       GADT
 CK6498
 CK6498                          STATION DESCRIPTION
 CK6498
 CK6498'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6498'THE STATION IS LOCATED ABOUT 13.6 KM (8.45 MI) SOUTHEAST OF
 CK6498'STATESBORO, 22.2 KM (13.8 MI) SOUTH WEST OF OLIVER, AND 27.2 KM
 CK6498'(16.9 MI) WEST OF GUYTON.
 CK6498'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6498'
 CK6498'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6498'SOUTHWEST ALONG COUNTY ROAD 90733 FOR 2.73 KM (1.7 MI) TO THE
 CK6498'SOUTH END OF THE DRIVEWAY TO THE BULLOCH COUNTY HIGH SCHOOL TO THE
 CK6498'LEFT, AND THE STATION ON THE LEFT.
 CK6498'
 CK6498'THE STATION IS A STANDARD GADT DISK STAMPED---016-41---,
 CK6498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6498'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 89.61 METERS
 CK6498'(294.0 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF THE
 CK6498'CENTERLINES OF THE COUNTY ROAD AND THE DRIVEWAY, 42.97 METERS
 CK6498'(140.4 FT) SOUTH FROM THE CENTERLINE OF THE DRIVEWAY, 51.81
 CK6498'METERS (170.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 CK6498'THE BULLOCH COUNTY HIGH SCHOOL BUILDING, 6.79 METERS (22.0 FT)
 CK6498'NORTH-NORTHWEST FROM A FENCELINE, AND 0.91 METER (3.0 FT)
 CK6498'NORTH-NORTHWEST FROM A WITNESS POST SET AT THE EDGE OF A PINE
 CK6498'HEDGEROW.
 CK6498'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6498'STAMPED---016-41---, SET INTO AN IRREGULAR MASS OF CONCRETE
 CK6498'0.90 METER BELOW THE SURFACE.
 CK6498'
 CK6498'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6498'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6498'
 CK6498'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6499 ***********************************************************************
 CK6499  DESIGNATION -  BV 016 42
 CK6499  PID         -  CK6499
 CK6499  STATE/COUNTY-  GA/BULLOCH
 CK6499  USGS QUAD   -  DENMARK (1978)
 CK6499
 CK6499                         *CURRENT SURVEY CONTROL
 CK6499  ___________________________________________________________________
 CK6499* NAD 83(1994)-  32 21 40.48534(N)    081 41 00.15856(W)     ADJUSTED  
 CK6499* NAVD 88     -        54.4    (meters)     178.     (feet)  VERT ANG  
 CK6499  ___________________________________________________________________
 CK6499  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CK6499  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CK6499
 CK6499  HORZ ORDER  -  SECOND
 CK6499
 CK6499.The horizontal coordinates were established by classical geodetic methods
 CK6499.and adjusted by the National Geodetic Survey in September 1997..
 CK6499
 CK6499.The orthometric height was determined by vertical angle observations.
 CK6499
 CK6499.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6499
 CK6499.The geoid height was determined by GEOID03.
 CK6499
 CK6499;                    North         East     Units Scale Factor Converg.
 CK6499;SPC GA E     -   261,874.086   245,483.248   MT  0.99992550   +0 15 31.3
 CK6499;SPC GA E     -   859,165.23    805,389.62   sFT  0.99992550   +0 15 31.3
 CK6499;UTM  17      - 3,580,683.461   435,705.060   MT  0.99965098   -0 21 56.9
 CK6499
 CK6499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6499!SPC GA E     -   0.99999620  x   0.99992550  =   0.99992170
 CK6499!UTM  17      -   0.99999620  x   0.99965098  =   0.99964719
 CK6499
 CK6499                          SUPERSEDED SURVEY CONTROL
 CK6499
 CK6499  NAD 83(1986)-  32 21 40.47483(N)    081 41 00.16039(W) AD(       ) 2
 CK6499  NAD 83(1986)-  32 21 40.47483(N)    081 41 00.16039(W) AD(       ) 3
 CK6499  NGVD 29 (05/08/96)   55.5    (m)          182.     (f) VERT ANG       
 CK6499
 CK6499.Superseded values are not recommended for survey control.
 CK6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6499.See file dsdata.txt to determine how the superseded data were derived.
 CK6499
 CK6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3570580683(NAD 83)
 CK6499_MARKER: DD = SURVEY DISK
 CK6499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6499+STABILITY: SURFACE MOTION
 CK6499
 CK6499  HISTORY     - Date     Condition        Report By
 CK6499  HISTORY     - 1981     MONUMENTED       GADT
 CK6499  HISTORY     - 1982     GOOD             GADT
 CK6499
 CK6499                          STATION DESCRIPTION
 CK6499
 CK6499'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6499'NO TEXT AVAILABLE.
 CK6499
 CK6499                          STATION RECOVERY (1982)
 CK6499
 CK6499'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6499'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) NORTH-NORTHEAST FROM
 CK6499'DENMARK, 2.6 KM (1.6 MI) SOUTH-SOUTHWEST FROM BROOKLET, AND 13.7 KM
 CK6499'(8.5 MI) SOUTHEAST FROM STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF
 CK6499'WAY.
 CK6499'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67 AND STATE
 CK6499'ROUTE 46, ABOUT 1.6 KM (1 MI) SOUTH FROM DENMARK, GO NORTH ALONG STATE
 CK6499'ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 CK6499'90733 CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 90733
 CK6499'FOR 8.55 KM (5.3 MI) TO THE JUNCTION OF COUNTY ROAD 330 TO THE LEFT.
 CK6499'CONTINUE GOING NORTH ALONG COUNTY ROAD 90733 FOR 1.3 KM (0.8 MI) TO
 CK6499'THE STATION ON THE LEFT.
 CK6499'THE STATION IS A STANDARD GADT DISK STAMPED---016-42---, SET INTO THE
 CK6499'TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER AND FLUSH WITH
 CK6499'THE SURFACE OF THE GROUND. IT IS LOCATED 4.72 METERS (15.5 FT) EAST
 CK6499'FROM THE CENTERLINE OF THE ROAD, 7.62 METERS (25 FT) SOUTH FROM THE
 CK6499'CENTERLINE OF A DIRT DRIVEWAY TO THE EAST, 5.46 METERS (17.9 FT)
 CK6499'SOUTH-SOUTHWEST FROM THE SOUTH END OF AN 18 INCH CONCRETE PIPE UNDER
 CK6499'THE DRIVEWAY TO THE EAST, AND 1.19 METERS (3.9 FT) WEST FROM A METAL
 CK6499'WITNESS POST.
 CK6499'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK6499'GEORGIA 1976.  REVVISED AUGUST 1976.
 CK6499'DESCRIBED BY W.M. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6500 ***********************************************************************
 CK6500  DESIGNATION -  BV 016 43
 CK6500  PID         -  CK6500
 CK6500  STATE/COUNTY-  GA/BULLOCH
 CK6500  USGS QUAD   -  DENMARK (1978)
 CK6500
 CK6500                         *CURRENT SURVEY CONTROL
 CK6500  ___________________________________________________________________
 CK6500* NAD 83(1994)-  32 21 00.81072(N)    081 41 19.49228(W)     ADJUSTED  
 CK6500* NAVD 88     -        54.91   (meters)     180.2    (feet)  LEVELING  
 CK6500  ___________________________________________________________________
 CK6500  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CK6500  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CK6500
 CK6500  HORZ ORDER  -  SECOND
 CK6500  VERT ORDER  -  THIRD
 CK6500
 CK6500.The horizontal coordinates were established by classical geodetic methods
 CK6500.and adjusted by the National Geodetic Survey in September 1997..
 CK6500
 CK6500.The orthometric height was determined by differential leveling.
 CK6500.The vertical network tie was performed by a horz. field party for horz.
 CK6500.obs reductions. Reset procedures were used to establish the elevation.
 CK6500
 CK6500.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6500
 CK6500.The geoid height was determined by GEOID03.
 CK6500
 CK6500;                    North         East     Units Scale Factor Converg.
 CK6500;SPC GA E     -   260,649.799   244,983.273   MT  0.99992494   +0 15 20.6
 CK6500;SPC GA E     -   855,148.55    803,749.29   sFT  0.99992494   +0 15 20.6
 CK6500;UTM  17      - 3,579,465.028   435,191.913   MT  0.99965179   -0 22 06.8
 CK6500
 CK6500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6500!SPC GA E     -   0.99999611  x   0.99992494  =   0.99992105
 CK6500!UTM  17      -   0.99999611  x   0.99965179  =   0.99964791
 CK6500
 CK6500                          SUPERSEDED SURVEY CONTROL
 CK6500
 CK6500  NAD 83(1986)-  32 21 00.80118(N)    081 41 19.49382(W) AD(       ) 2
 CK6500  NAD 83(1986)-  32 21 00.80118(N)    081 41 19.49382(W) AD(       ) 3
 CK6500  NGVD 29 (05/08/96)   55.88   (m)          183.3    (f) LEVELING    3  
 CK6500
 CK6500.Superseded values are not recommended for survey control.
 CK6500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6500.See file dsdata.txt to determine how the superseded data were derived.
 CK6500
 CK6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3519279465(NAD 83)
 CK6500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK6500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6500+STABILITY: SURFACE MOTION
 CK6500
 CK6500  HISTORY     - Date     Condition        Report By
 CK6500  HISTORY     - UNK      MONUMENTED
 CK6500  HISTORY     - 1981     GOOD             GADT
 CK6500
 CK6500                          STATION DESCRIPTION
 CK6500
 CK6500'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6500'THE STATION IS LOCATED ABOUT 14.15 KM (8.8 MI) SOUTHEAST OF
 CK6500'STATESBORO, 23.75 KM (14.75 MI) SOUTHWEST OF OLIVER, AND 27.85 KM
 CK6500'(17.3 MI) WEST OF GUYTON.
 CK6500'OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6500'
 CK6500'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6500'SOUTHWEST ALONG COUNTY ROAD 90733 FOR 4.25 KM (2.65 MI) TO THE
 CK6500'JUNCTION OF EMIT GROVE CHURCH ROAD TO THE RIGHT AND THE STATION
 CK6500'ON THE RIGHT.
 CK6500'
 CK6500'THE STATION IS A STANDARD GADT DISK STAMPED---016-43---,
 CK6500'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM
 CK6500'IN DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6500'9.14 METERS (30.00 FT) NORTH FROM A POWER POLE,
 CK6500'14.32 METERS (47.00 FT) SOUTHWEST FROM THE POINT OF INTERSECTION
 CK6500'OF THE CENTERLINES OF EMIT GROVE CHURCH ROAD AND COUNTY
 CK6500'ROAD 90733, 16.15 METERS (53.00 FT) SOUTHWEST FROM AN UNDERGROUND
 CK6500'TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD,
 CK6500'7.43 METERS (24.40 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD
 CK6500'90733, AND 0.82 METER (2.70 FT) NORTH FROM A WITNESS POST.
 CK6500'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6500'STAMPED---016-43---, SET INTO AN IRREGULAR MASS OF CONCRETE
 CK6500'0.9 METER BELOW THE SURFACE .
 CK6500'
 CK6500'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 CK6500'BULLOCH COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6500'
 CK6500'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6501 ***********************************************************************
 CK6501  DESIGNATION -  BV 016 44
 CK6501  PID         -  CK6501
 CK6501  STATE/COUNTY-  GA/BULLOCH
 CK6501  USGS QUAD   -  DENMARK (1978)
 CK6501
 CK6501                         *CURRENT SURVEY CONTROL
 CK6501  ___________________________________________________________________
 CK6501* NAD 83(1994)-  32 20 32.27067(N)    081 41 31.92655(W)     ADJUSTED  
 CK6501* NAVD 88     -        54.4    (meters)     178.     (feet)  VERT ANG  
 CK6501  ___________________________________________________________________
 CK6501  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CK6501  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CK6501
 CK6501  HORZ ORDER  -  SECOND
 CK6501
 CK6501.The horizontal coordinates were established by classical geodetic methods
 CK6501.and adjusted by the National Geodetic Survey in September 1997..
 CK6501
 CK6501.The orthometric height was determined by vertical angle observations.
 CK6501
 CK6501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6501
 CK6501.The geoid height was determined by GEOID03.
 CK6501
 CK6501;                    North         East     Units Scale Factor Converg.
 CK6501;SPC GA E     -   259,769.292   244,662.066   MT  0.99992459   +0 15 13.8
 CK6501;SPC GA E     -   852,259.75    802,695.46   sFT  0.99992459   +0 15 13.8
 CK6501;UTM  17      - 3,578,588.312   434,861.223   MT  0.99965232   -0 22 13.2
 CK6501
 CK6501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6501!SPC GA E     -   0.99999619  x   0.99992459  =   0.99992078
 CK6501!UTM  17      -   0.99999619  x   0.99965232  =   0.99964851
 CK6501
 CK6501                          SUPERSEDED SURVEY CONTROL
 CK6501
 CK6501  NAD 83(1986)-  32 20 32.26263(N)    081 41 31.92782(W) AD(       ) 2
 CK6501  NAD 83(1986)-  32 20 32.26263(N)    081 41 31.92782(W) AD(       ) 3
 CK6501  NGVD 29 (05/08/96)   55.5    (m)          182.     (f) VERT ANG       
 CK6501
 CK6501.Superseded values are not recommended for survey control.
 CK6501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6501.See file dsdata.txt to determine how the superseded data were derived.
 CK6501
 CK6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3486178588(NAD 83)
 CK6501_MARKER: DD = SURVEY DISK
 CK6501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6501+STABILITY: SURFACE MOTION
 CK6501
 CK6501  HISTORY     - Date     Condition        Report By
 CK6501  HISTORY     - 1981     MONUMENTED       GADT
 CK6501  HISTORY     - 1982     GOOD             GADT
 CK6501
 CK6501                          STATION DESCRIPTION
 CK6501
 CK6501'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 CK6501'NO TEXT AVAILABLE.
 CK6501
 CK6501                          STATION RECOVERY (1982)
 CK6501
 CK6501'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6501'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) NORTH-NORTHEAST FROM
 CK6501'DENMARK, 4 KM (2.5 MI) SOUTH-SOUTHWEST FROM BROOKLET, AND 14 KM (8.7
 CK6501'MI) SOUTHWEST FROM STATESBORO. OWNERSHIP--BULLOCH COUNTY RIGHT OF WAY.
 CK6501'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 67, AND STATE
 CK6501'ROUTE 46, ABOUT 1.6 KM (1 MI) SOUTH FROM DENMARK, GO NORTH ALONG STATE
 CK6501'ROUTE 67 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 CK6501'90733 CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 90733
 CK6501'FOR 7.6 KM (4.7 MI) TO THE STATION ON THE LEFT.
 CK6501'THE STATION IS A STANDARD GADT DISK STAMPED---016-44---, SET INTO THE
 CK6501'TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER AND FLUSH WITH
 CK6501'THE SURFACE OF THE GROUND. IT IS LOCATED 9.91 METERS (32.5 FT) WEST
 CK6501'FROM THE CENTERLINE OF THE ROAD, 8.53 METERS (28 FT) NORTH FROM THE
 CK6501'CENTERLINE OF A DIRT DRIVEWAY TO THE WEST, 5.61 METERS (18.4 FT)
 CK6501'NORTHWEST FROM THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER THE
 CK6501'DIRT DRIVEWAY, 1.92 METERS (6.3 FT) SOUTH FROM A POWER POLE WITH A
 CK6501'TRANSFORMER, AND 0.88 METER (2.9 FT) EAST FROM A METAL WITNESS POST.
 CK6501'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 CK6501'GEORGIA 1976.  REVISED AUGUST 1976.
 CK6501'DESCRIBED BY W.M. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6502 ***********************************************************************
 CK6502  DESIGNATION -  BV 016 45
 CK6502  PID         -  CK6502
 CK6502  STATE/COUNTY-  GA/BULLOCH
 CK6502  USGS QUAD   -  DENMARK (1978)
 CK6502
 CK6502                         *CURRENT SURVEY CONTROL
 CK6502  ___________________________________________________________________
 CK6502* NAD 83(1994)-  32 20 04.01092(N)    081 41 41.97208(W)     ADJUSTED  
 CK6502* NAVD 88     -        52.94   (meters)     173.7    (feet)  LEVELING  
 CK6502  ___________________________________________________________________
 CK6502  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CK6502  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CK6502
 CK6502  HORZ ORDER  -  THIRD
 CK6502  VERT ORDER  -  THIRD ?
 CK6502
 CK6502.The horizontal coordinates were established by classical geodetic methods
 CK6502.and adjusted by the National Geodetic Survey in September 1997..
 CK6502
 CK6502.The orthometric height was determined by differential leveling.
 CK6502.The vertical network tie was performed by a horz. field party for horz.
 CK6502.obs reductions. Reset procedures were used to establish the elevation.
 CK6502
 CK6502.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6502
 CK6502.The geoid height was determined by GEOID03.
 CK6502
 CK6502;                    North         East     Units Scale Factor Converg.
 CK6502;SPC GA E     -   258,897.706   244,403.230   MT  0.99992431   +0 15 08.2
 CK6502;SPC GA E     -   849,400.22    801,846.26   sFT  0.99992431   +0 15 08.2
 CK6502;UTM  17      - 3,577,719.833   434,592.982   MT  0.99965275   -0 22 18.3
 CK6502
 CK6502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6502!SPC GA E     -   0.99999642  x   0.99992431  =   0.99992073
 CK6502!UTM  17      -   0.99999642  x   0.99965275  =   0.99964917
 CK6502
 CK6502                          SUPERSEDED SURVEY CONTROL
 CK6502
 CK6502  NAD 83(1986)-  32 20 04.00433(N)    081 41 41.97340(W) AD(       ) 3
 CK6502
 CK6502.Superseded values are not recommended for survey control.
 CK6502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6502.See file dsdata.txt to determine how the superseded data were derived.
 CK6502
 CK6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3459377720(NAD 83)
 CK6502_MARKER: DD = SURVEY DISK
 CK6502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6502+STABILITY: SURFACE MOTION
 CK6502
 CK6502  HISTORY     - Date     Condition        Report By
 CK6502  HISTORY     - 1981     MONUMENTED       GADT
 CK6502
 CK6502                          STATION DESCRIPTION
 CK6502
 CK6502'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6502'THE STATION IS LOCATED ABOUT 15.45 KM (9.6 MI) SOUTHEAST OF
 CK6502'STATESBORO, 25.45 KM (15.80 MI) SOUTHWEST OF OLIVER, AND 28.75 KM
 CK6502'(17.60 MI) WEST OF GUYTON.
 CK6502'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6502'
 CK6502'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6502'SOUTHWEST ALONG PAVED COUNTY ROAD 90733 FOR 4.25 KM (2.65 MI) TO THE
 CK6502'JUNCTION OF EMIT GROVE CHURCH TO THE RIGHT.  CONTINUE GOING
 CK6502'SOUTH ALONG COUNTY ROAD 90733 FOR 1.85 KM (1.15 MI) TO
 CK6502'THE STATION ON THE LEFT.
 CK6502'
 CK6502'THE STATION IS A STANDARD GADT DISK
 CK6502'STAMPED---016-45---,
 CK6502'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6502'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6502'13.71 METERS (45.00 FT) SOUTHEAST FROM THE POINT OF
 CK6502'INTERSECTION OF THE CENTERLINES OF DIRT COUNTY ROAD 327 AND THE
 CK6502'ROAD, 7.31 METERS (24.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE
 CK6502'OF THE ROAD,
 CK6502'13.71 METERS (45.00 FT) NORTH FROM AN UNDERGROUND TELEPHONE
 CK6502'CABLE PEDESTAL,
 CK6502'4.14 METERS (13.60 FT) NORTH-NORTHEAST FROM THE EAST END OF
 CK6502'AN 18 INCH CONCRETE CROSSDRAIN PIPE UNDER THE ROAD, AND
 CK6502'0.91 METER (3.00 FT) WEST FROM A WITNESS POST.
 CK6502'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6502'STAMPED---016-45---,
 CK6502'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6502'
 CK6502'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6502'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6502'
 CK6502'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6503 ***********************************************************************
 CK6503  DESIGNATION -  BV 016 46
 CK6503  PID         -  CK6503
 CK6503  STATE/COUNTY-  GA/BULLOCH
 CK6503  USGS QUAD   -  DENMARK (1978)
 CK6503
 CK6503                         *CURRENT SURVEY CONTROL
 CK6503  ___________________________________________________________________
 CK6503* NAD 83(1994)-  32 19 10.81197(N)    081 42 02.78240(W)     ADJUSTED  
 CK6503* NAVD 88     -        48.31   (meters)     158.5    (feet)  LEVELING  
 CK6503  ___________________________________________________________________
 CK6503  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CK6503  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CK6503
 CK6503  HORZ ORDER  -  THIRD
 CK6503  VERT ORDER  -  THIRD ?
 CK6503
 CK6503.The horizontal coordinates were established by classical geodetic methods
 CK6503.and adjusted by the National Geodetic Survey in September 1997..
 CK6503
 CK6503.The orthometric height was determined by differential leveling.
 CK6503.The vertical network tie was performed by a horz. field party for horz.
 CK6503.obs reductions. Reset procedures were used to establish the elevation.
 CK6503
 CK6503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6503
 CK6503.The geoid height was determined by GEOID03.
 CK6503
 CK6503;                    North         East     Units Scale Factor Converg.
 CK6503;SPC GA E     -   257,256.752   243,866.162   MT  0.99992372   +0 14 56.7
 CK6503;SPC GA E     -   844,016.53    800,084.23   sFT  0.99992372   +0 14 56.7
 CK6503;UTM  17      - 3,576,085.267   434,038.228   MT  0.99965365   -0 22 28.8
 CK6503
 CK6503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6503!SPC GA E     -   0.99999715  x   0.99992372  =   0.99992087
 CK6503!UTM  17      -   0.99999715  x   0.99965365  =   0.99965080
 CK6503
 CK6503                          SUPERSEDED SURVEY CONTROL
 CK6503
 CK6503  NAD 83(1986)-  32 19 10.80712(N)    081 42 02.78447(W) AD(       ) 3
 CK6503
 CK6503.Superseded values are not recommended for survey control.
 CK6503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6503.See file dsdata.txt to determine how the superseded data were derived.
 CK6503
 CK6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3403876085(NAD 83)
 CK6503_MARKER: DD = SURVEY DISK
 CK6503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6503+STABILITY: SURFACE MOTION
 CK6503
 CK6503  HISTORY     - Date     Condition        Report By
 CK6503  HISTORY     - 1981     MONUMENTED       GADT
 CK6503
 CK6503                          STATION DESCRIPTION
 CK6503
 CK6503'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6503'THE STATION IS LOCATED ABOUT 16.35 KM (10.15 MI) SOUTHEAST OF
 CK6503'STATESBORO, 27.10 KM (16.85 MI) SOUTHWEST OF OLIVER, AND 29.15 KM
 CK6503'(18.10 MI) WEST OF GUYTON.
 CK6503'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6503'
 CK6503'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6503'SOUTHWEST ALONG PAVED COUNTY ROAD 90733 FOR 3.60 KM (2.65 MI)
 CK6503'TO THE JUNCTION OF EMIT GROVE CHURCH ROAD TO THE RIGHT.  CONTINUE
 CK6503'GOING SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.6 KM (2.25 MI) TO
 CK6503'THE STATION ON THE RIGHT.
 CK6503'
 CK6503'THE STATION IS A STANDARD GADT DISK
 CK6503'STAMPED---016-46---,
 CK6503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6503'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6503'10.21 METERS (33.50 FT) NORTHWEST FROM THE CENTERLINE OF
 CK6503'THE ROAD,
 CK6503'1.82 METERS (6.00 FT) SOUTHEAST FROM A FENCE,
 CK6503'52.42 METERS (172.0 FT) SOUTH FROM A POWER POLE, AND
 CK6503'1.43 METERS (4.7 FT) SOUTHEAST FROM A WITNESS POST.
 CK6503'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6503'STAMPED---016-46---,
 CK6503'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6503'
 CK6503'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6503'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6503'
 CK6503'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6504 ***********************************************************************
 CK6504  DESIGNATION -  BV 016 47
 CK6504  PID         -  CK6504
 CK6504  STATE/COUNTY-  GA/BULLOCH
 CK6504  USGS QUAD   -  DENMARK (1978)
 CK6504
 CK6504                         *CURRENT SURVEY CONTROL
 CK6504  ___________________________________________________________________
 CK6504* NAD 83(1994)-  32 18 59.56020(N)    081 42 05.61156(W)     ADJUSTED  
 CK6504* NAVD 88     -        49.4    (meters)     162.     (feet)  VERT ANG  
 CK6504  ___________________________________________________________________
 CK6504  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CK6504  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CK6504
 CK6504  HORZ ORDER  -  THIRD
 CK6504
 CK6504.The horizontal coordinates were established by classical geodetic methods
 CK6504.and adjusted by the National Geodetic Survey in September 1997..
 CK6504
 CK6504.The orthometric height was determined by vertical angle observations.
 CK6504
 CK6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6504
 CK6504.The geoid height was determined by GEOID03.
 CK6504
 CK6504;                    North         East     Units Scale Factor Converg.
 CK6504;SPC GA E     -   256,909.867   243,793.672   MT  0.99992364   +0 14 55.1
 CK6504;SPC GA E     -   842,878.46    799,846.41   sFT  0.99992364   +0 14 55.1
 CK6504;UTM  17      - 3,575,739.285   433,961.986   MT  0.99965378   -0 22 30.2
 CK6504
 CK6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6504!SPC GA E     -   0.99999697  x   0.99992364  =   0.99992061
 CK6504!UTM  17      -   0.99999697  x   0.99965378  =   0.99965075
 CK6504
 CK6504                          SUPERSEDED SURVEY CONTROL
 CK6504
 CK6504  NAD 83(1986)-  32 18 59.55687(N)    081 42 05.61358(W) AD(       ) 3
 CK6504
 CK6504.Superseded values are not recommended for survey control.
 CK6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6504.See file dsdata.txt to determine how the superseded data were derived.
 CK6504
 CK6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3396275739(NAD 83)
 CK6504_MARKER: DD = SURVEY DISK
 CK6504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6504+STABILITY: SURFACE MOTION
 CK6504
 CK6504  HISTORY     - Date     Condition        Report By
 CK6504  HISTORY     - 1981     MONUMENTED       GADT
 CK6504
 CK6504                          STATION DESCRIPTION
 CK6504
 CK6504'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6504'THE STATION IS LOCATED ABOUT 16.65 KM (10.35 MI) SOUTHEAST OF
 CK6504'STATESBORO, 27.4 KM (17.0 MI) SOUTHWEST OF OLIVER, AND 29.2 KM
 CK6504'(18.15 MI) WEST OF GUYTON.
 CK6504'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6504'
 CK6504'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6504'SOUTHWEST ALONG PAVED COUNTY ROAD 90733 FOR 4.25 KM (2.65 MI) TO
 CK6504'THE JUNCTION OF EMIT GROVE CHURCH ROAD TO THE RIGHT.  CONTINUE
 CK6504'GOING SOUTHWEST ALONG COUNTY ROAD 90733 FOR 3.95 KM (2.45 MI) TO
 CK6504'THE STATION ON THE RIGHT.
 CK6504'
 CK6504'THE STATION IS A STANDARD GADT DISK
 CK6504'STAMPED---016-47---,
 CK6504'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6504'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6504'11.27 METERS (37.00 FT) WEST-NORTHWEST FROM THE CENTERLINE
 CK6504'OF THE ROAD,
 CK6504'5.33 METERS (17.50 FT) NORTH-NORTHWEST FROM THE NORTH END OF A
 CK6504'AN 18 INCH CONCRETE PIPE,
 CK6504'3.81 METERS (12.50 FT) NORTHEAST FROM THE NORTHEAST CORNER
 CK6504'OF A BARN,
 CK6504'2.13 METERS (7.00 FT) EAST-SOUTHEAST FROM A 12 INCH PECAN TREE,
 CK6504'1.34 METERS (4.40 FT) EAST-SOUTHEAST FROM A FENCE, AND
 CK6504'1.06 METERS (3.50 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK6504'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6504'STAMPED---017-47---,
 CK6504'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6504'
 CK6504'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6504'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6504'
 CK6504'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6505 ***********************************************************************
 CK6505  DESIGNATION -  BV 016 48
 CK6505  PID         -  CK6505
 CK6505  STATE/COUNTY-  GA/BULLOCH
 CK6505  USGS QUAD   -  DENMARK (1978)
 CK6505
 CK6505                         *CURRENT SURVEY CONTROL
 CK6505  ___________________________________________________________________
 CK6505* NAD 83(1994)-  32 18 38.31156(N)    081 42 10.46678(W)     ADJUSTED  
 CK6505* NAVD 88     -        46.2    (meters)     152.     (feet)  VERT ANG  
 CK6505  ___________________________________________________________________
 CK6505  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CK6505  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CK6505
 CK6505  HORZ ORDER  -  THIRD
 CK6505
 CK6505.The horizontal coordinates were established by classical geodetic methods
 CK6505.and adjusted by the National Geodetic Survey in September 1997..
 CK6505
 CK6505.The orthometric height was determined by vertical angle observations.
 CK6505
 CK6505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6505
 CK6505.The geoid height was determined by GEOID03.
 CK6505
 CK6505;                    North         East     Units Scale Factor Converg.
 CK6505;SPC GA E     -   256,254.842   243,669.514   MT  0.99992351   +0 14 52.4
 CK6505;SPC GA E     -   840,729.43    799,439.06   sFT  0.99992351   +0 14 52.4
 CK6505;UTM  17      - 3,575,085.827   433,830.741   MT  0.99965399   -0 22 32.6
 CK6505
 CK6505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6505!SPC GA E     -   0.99999747  x   0.99992351  =   0.99992098
 CK6505!UTM  17      -   0.99999747  x   0.99965399  =   0.99965146
 CK6505
 CK6505                          SUPERSEDED SURVEY CONTROL
 CK6505
 CK6505  NAD 83(1986)-  32 18 38.30984(N)    081 42 10.46914(W) AD(       ) 3
 CK6505
 CK6505.Superseded values are not recommended for survey control.
 CK6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6505.See file dsdata.txt to determine how the superseded data were derived.
 CK6505
 CK6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3383175086(NAD 83)
 CK6505_MARKER: DD = SURVEY DISK
 CK6505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6505+STABILITY: SURFACE MOTION
 CK6505
 CK6505  HISTORY     - Date     Condition        Report By
 CK6505  HISTORY     - 1981     MONUMENTED       GADT
 CK6505
 CK6505                          STATION DESCRIPTION
 CK6505
 CK6505'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6505'THE STATION IS LOCATED ABOUT 17.05 KM (10.6 MI) SOUTH-SOUTHEAST OF
 CK6505'STATESBORO, 28 KM (17.4 MI) SOUTH-SOUTHWEST OF OLIVER, AND
 CK6505'29.55 KM (18.35 MI) WEST OF GUYTON.
 CK6505'OWNERSHIP--STATE RIGHT OF WAY.
 CK6505'
 CK6505'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6505'SOUTHWEST ALONG COUNTY PAVED ROAD 90733 FOR 4.25 KM (2.65 MI)
 CK6505'TO THE JUNCTION OF EMIT GROVE CHURCH ROAD TO THE RIGHT.  CONTINUE
 CK6505'GOING SOUTHWEST ALONG COUNTY ROAD 90733 FOR 4.6 KM (2.85 MI) TO
 CK6505'THE STATION ON THE RIGHT.
 CK6505'
 CK6505'THE STATION IS A STANDARD GADT DISK
 CK6505'STAMPED---016-48---,
 CK6505'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6505'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6505'6.1 METERS (20.00 FT) NORTHWEST FROM THE CENTERLINE OF PAVED
 CK6505'COUNTY ROAD 90733,
 CK6505'1.67 METERS (5.50 FT) NORTH FROM THE NORTH END OF AN 18 INCH
 CK6505'CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST,
 CK6505'12.49 METERS (41.00 FT) SOUTHEAST FROM A 30 INCH PECAN TREE, AND
 CK6505'0.91 METER (3.00 FT) SOUTHEAST FROM A WITNESS POST.
 CK6505'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6505'STAMPED---016-48---,
 CK6505'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6505'
 CK6505'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6505'COUNTY GA.  1976.  REVISE AUGUST 1976.
 CK6505'
 CK6505'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6506 ***********************************************************************
 CK6506  DESIGNATION -  BV 016 49
 CK6506  PID         -  CK6506
 CK6506  STATE/COUNTY-  GA/BULLOCH
 CK6506  USGS QUAD   -  DENMARK (1978)
 CK6506
 CK6506                         *CURRENT SURVEY CONTROL
 CK6506  ___________________________________________________________________
 CK6506* NAD 83(1994)-  32 18 17.38467(N)    081 42 14.77446(W)     ADJUSTED  
 CK6506* NAVD 88     -        37.8    (meters)     124.     (feet)  VERT ANG  
 CK6506  ___________________________________________________________________
 CK6506  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CK6506  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CK6506
 CK6506  HORZ ORDER  -  THIRD
 CK6506
 CK6506.The horizontal coordinates were established by classical geodetic methods
 CK6506.and adjusted by the National Geodetic Survey in September 1997..
 CK6506
 CK6506.The orthometric height was determined by vertical angle observations.
 CK6506
 CK6506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6506
 CK6506.The geoid height was determined by GEOID03.
 CK6506
 CK6506;                    North         East     Units Scale Factor Converg.
 CK6506;SPC GA E     -   255,609.791   243,559.619   MT  0.99992339   +0 14 49.9
 CK6506;SPC GA E     -   838,613.12    799,078.52   sFT  0.99992339   +0 14 49.9
 CK6506;UTM  17      - 3,574,442.184   433,713.865   MT  0.99965418   -0 22 34.7
 CK6506
 CK6506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6506!SPC GA E     -   0.99999880  x   0.99992339  =   0.99992219
 CK6506!UTM  17      -   0.99999880  x   0.99965418  =   0.99965298
 CK6506
 CK6506                          SUPERSEDED SURVEY CONTROL
 CK6506
 CK6506  NAD 83(1986)-  32 18 17.38458(N)    081 42 14.77723(W) AD(       ) 3
 CK6506
 CK6506.Superseded values are not recommended for survey control.
 CK6506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6506.See file dsdata.txt to determine how the superseded data were derived.
 CK6506
 CK6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3371474442(NAD 83)
 CK6506_MARKER: DD = SURVEY DISK
 CK6506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6506+STABILITY: SURFACE MOTION
 CK6506
 CK6506  HISTORY     - Date     Condition        Report By
 CK6506  HISTORY     - 1981     MONUMENTED       GADT
 CK6506
 CK6506                          STATION DESCRIPTION
 CK6506
 CK6506'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6506'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) SOUTH-SOUTHEAST
 CK6506'OF STATESBORO, 28.65 KM (17.8 MI) SOUTH-SOUTHWEST OF OLIVER, AND
 CK6506'29.55 KM (18.35 MI) WEST OF GUYTON.
 CK6506'OWNERSHIP--STATE RIGHT OF WAY.
 CK6506'
 CK6506'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6506'SOUTHWEST ON PAVED COUNTY ROAD 90733 FOR 4.25 KM (2.65 MI) TO THE
 CK6506'JUNCTION OF EMIT GROVE CHURCH ROAD TO THE RIGHT.  CONTINUE GOING
 CK6506'SOUTHWEST ON COUNTY ROAD 90733 FOR 5.25 KM (3.25 MI) TO THE
 CK6506'STATION ON THE LEFT.
 CK6506'
 CK6506'THE STATION IS A STANDARD GADT DISK
 CK6506'STAMPED---016-49---,
 CK6506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6506'RECESSED 5.2 CM BELOW THE GROUND.  IT IS LOCATED
 CK6506'11.28 METERS (37.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE
 CK6506'OF PAVED COUNTY ROAD 90733,
 CK6506'31.69 METERS (104.0 FT) EAST FROM AN UNDERGROUND TELEPHONE
 CK6506'CABLE PEDESTAL,
 CK6506'1.40 METERS (4.60 FT) WEST-NORTHWEST FROM A FENCELINE, AND
 CK6506'1.15 METERS (3.80 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK6506'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6506'STAMPED---016-49---,
 CK6506'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 CK6506'
 CK6506'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6506'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6506'
 CK6506'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6507 ***********************************************************************
 CK6507  DESIGNATION -  BV 016 50
 CK6507  PID         -  CK6507
 CK6507  STATE/COUNTY-  GA/BULLOCH
 CK6507  USGS QUAD   -  DENMARK (1978)
 CK6507
 CK6507                         *CURRENT SURVEY CONTROL
 CK6507  ___________________________________________________________________
 CK6507* NAD 83(1994)-  32 17 44.22040(N)    081 42 30.60805(W)     ADJUSTED  
 CK6507* NAVD 88     -        39.3    (meters)     129.     (feet)  VERT ANG  
 CK6507  ___________________________________________________________________
 CK6507  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CK6507  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 CK6507
 CK6507  HORZ ORDER  -  THIRD
 CK6507
 CK6507.The horizontal coordinates were established by classical geodetic methods
 CK6507.and adjusted by the National Geodetic Survey in September 1997..
 CK6507
 CK6507.The orthometric height was determined by vertical angle observations.
 CK6507
 CK6507.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6507
 CK6507.The geoid height was determined by GEOID03.
 CK6507
 CK6507;                    North         East     Units Scale Factor Converg.
 CK6507;SPC GA E     -   254,586.530   243,149.799   MT  0.99992295   +0 14 41.3
 CK6507;SPC GA E     -   835,255.97    797,733.97   sFT  0.99992295   +0 14 41.3
 CK6507;UTM  17      - 3,573,423.716   433,293.048   MT  0.99965487   -0 22 42.8
 CK6507
 CK6507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6507!SPC GA E     -   0.99999856  x   0.99992295  =   0.99992151
 CK6507!UTM  17      -   0.99999856  x   0.99965487  =   0.99965344
 CK6507
 CK6507                          SUPERSEDED SURVEY CONTROL
 CK6507
 CK6507  NAD 83(1986)-  32 17 44.22199(N)    081 42 30.61143(W) AD(       ) 3
 CK6507
 CK6507.Superseded values are not recommended for survey control.
 CK6507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6507.See file dsdata.txt to determine how the superseded data were derived.
 CK6507
 CK6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3329373424(NAD 83)
 CK6507_MARKER: DD = SURVEY DISK
 CK6507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6507+STABILITY: SURFACE MOTION
 CK6507
 CK6507  HISTORY     - Date     Condition        Report By
 CK6507  HISTORY     - 1981     MONUMENTED       GADT
 CK6507
 CK6507                          STATION DESCRIPTION
 CK6507
 CK6507'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6507'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTH-SOUTHEAST
 CK6507'OF STATESBORO, 29.8 KM (18.5 MI) SOUTH-SOUTHWEST OF OLIVER, AND
 CK6507'30.4 KM (18.9 MI) WEST OF GUYTON.
 CK6507'OWNERSHIP--STATE RIGHT OF WAY.
 CK6507'
 CK6507'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6507'WEST ALONG PAVED COUNTY ROAD 90733 FOR 4.25 KM (2.65 MI) TO THE
 CK6507'JUNCTION OF EMIT GROVE CHURCH ROAD TO THE RIGHT.  CONTINUE ALONG
 CK6507'COUNTY ROAD 90733 FOR 6.35 KM (3.95 MI) TO THE STATION ON THE
 CK6507'LEFT.
 CK6507'
 CK6507'THE STATION IS A STANDARD GADT DISK
 CK6507'STAMPED---016-50---,
 CK6507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6507'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6507'11.43 METERS (37.50 FT) SOUTHEAST FROM THE CENTERLINE OF PAVED
 CK6507'COUNTY ROAD 90733,
 CK6507'83.51 METERS (274.0 FT) EAST-NORTHEAST FROM THE POINT OF
 CK6507'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 90733 AND PAVED
 CK6507'COUNTY ROAD 92524 TO THE LEFT, AND
 CK6507'0.76 METER (2.5 FT) NORTHWEST FROM A WITNESS POST.
 CK6507'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6507'STAMPED---016-50---,
 CK6507'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 CK6507'
 CK6507'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6507'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6507'
 CK6507'DESCRIBED BY M.R. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6508 ***********************************************************************
 CK6508  DESIGNATION -  BV 016 51
 CK6508  PID         -  CK6508
 CK6508  STATE/COUNTY-  GA/BULLOCH
 CK6508  USGS QUAD   -  DENMARK (1978)
 CK6508
 CK6508                         *CURRENT SURVEY CONTROL
 CK6508  ___________________________________________________________________
 CK6508* NAD 83(1994)-  32 17 22.28174(N)    081 43 01.16752(W)     ADJUSTED  
 CK6508* NAVD 88     -        50.7    (meters)     166.     (feet)  VERT ANG  
 CK6508  ___________________________________________________________________
 CK6508  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CK6508  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 CK6508
 CK6508  HORZ ORDER  -  THIRD
 CK6508
 CK6508.The horizontal coordinates were established by classical geodetic methods
 CK6508.and adjusted by the National Geodetic Survey in September 1997..
 CK6508
 CK6508.The orthometric height was determined by vertical angle observations.
 CK6508
 CK6508.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6508
 CK6508.The geoid height was determined by GEOID03.
 CK6508
 CK6508;                    North         East     Units Scale Factor Converg.
 CK6508;SPC GA E     -   253,907.421   242,353.158   MT  0.99992211   +0 14 24.8
 CK6508;SPC GA E     -   833,027.93    795,120.32   sFT  0.99992211   +0 14 24.8
 CK6508;UTM  17      - 3,572,753.492   432,489.281   MT  0.99965620   -0 22 58.9
 CK6508
 CK6508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6508!SPC GA E     -   0.99999676  x   0.99992211  =   0.99991887
 CK6508!UTM  17      -   0.99999676  x   0.99965620  =   0.99965296
 CK6508
 CK6508                          SUPERSEDED SURVEY CONTROL
 CK6508
 CK6508  NAD 83(1986)-  32 17 22.28459(N)    081 43 01.17104(W) AD(       ) 3
 CK6508
 CK6508.Superseded values are not recommended for survey control.
 CK6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6508.See file dsdata.txt to determine how the superseded data were derived.
 CK6508
 CK6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3248972753(NAD 83)
 CK6508_MARKER: DD = SURVEY DISK
 CK6508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6508+STABILITY: SURFACE MOTION
 CK6508
 CK6508  HISTORY     - Date     Condition        Report By
 CK6508  HISTORY     - 1981     MONUMENTED       GADT
 CK6508
 CK6508                          STATION DESCRIPTION
 CK6508
 CK6508'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (REB)
 CK6508'THE STATION IS LOCATED ABOUT 18.85 KM (11.7 MI) SOUTH-SOUTHEAST
 CK6508'OF STATESBORO, 30.6 KM (19 MI) SOUTH-SOUTHWEST OF OLIVER, AND
 CK6508'30.9 KM (19.2 MI) WEST OF GUYTON ON STATE RIGHT OF WAY.
 CK6508'OWNERSHIP--STATE RIGHT OF WAY.
 CK6508'
 CK6508'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BROOKLET, GO
 CK6508'WEST ON PAVED COUNTY ROAD 90733 FOR 4.25 KM (2.65 ,MI) TO EMIT
 CK6508'GROVE CHURCH ROAD ON THE RIGHT.  CONTINUE ON COUNTY ROAD 90733
 CK6508'FOR 7.40 KM (4.6 MI) TO THE STATION ON THE LEFT.
 CK6508'
 CK6508'THE STATION IS A STANDARD GADT DISK
 CK6508'STAMPED---016-51---,
 CK6508'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6508'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6508'10.05 METERS (33.00 FT) SOUTH FROM THE CENTERLINE OF PAVED
 CK6508'COUNTY ROAD 90733,
 CK6508'24.84 METERS (81.50 FT) SOUTH FROM A 48 INCH OAK TREE,
 CK6508'2.28 METERS (7.50 FT) SOUTH FROM THE EAST END OF A 24
 CK6508'INCH CONCRETE PIPE PARALELL TO THE ROAD ON THE SOUTH SIDE, AND
 CK6508'0.91 METER (3 FT) NORTH FROM A WITNESS POST.
 CK6508'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6508'STAMPED---016-51---,
 CK6508'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 CK6508'
 CK6508'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6508'COUNTY GA.  1976.  REVISED AUGUST 1976.
 CK6508'
 CK6508'DESCRIBED BY ME WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1718 ***********************************************************************
 CL1718  DESIGNATION -  BV 017 200 GADT
 CL1718  PID         -  CL1718
 CL1718  STATE/COUNTY-  GA/BURKE
 CL1718  USGS QUAD   -  SCOTTS CORNER (1974)
 CL1718
 CL1718                         *CURRENT SURVEY CONTROL
 CL1718  ___________________________________________________________________
 CL1718* NAD 83(1994)-  32 58 14.14866(N)    082 12 47.99932(W)     ADJUSTED  
 CL1718* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL1718  ___________________________________________________________________
 CL1718  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CL1718  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CL1718
 CL1718  HORZ ORDER  -  SECOND
 CL1718
 CL1718.The horizontal coordinates were established by classical geodetic methods
 CL1718.and adjusted by the National Geodetic Survey in September 1997..
 CL1718
 CL1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1718
 CL1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1718
 CL1718.The geoid height was determined by GEOID03.
 CL1718
 CL1718;                    North         East     Units Scale Factor Converg.
 CL1718;SPC GA E     -   329,341.742   195,637.858   MT  0.99990023   -0 01 31.4
 CL1718;SPC GA E     - 1,080,515.37    641,855.21   sFT  0.99990023   -0 01 31.4
 CL1718;UTM  17      - 3,648,680.732   386,614.410   MT  0.99975852   -0 39 37.4
 CL1718
 CL1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1718!SPC GA E     -   0.99998864  x   0.99990023  =   0.99988887
 CL1718!UTM  17      -   0.99998864  x   0.99975852  =   0.99974717
 CL1718
 CL1718:                Primary Azimuth Mark                     Grid Az
 CL1718:SPC GA E     -  BV 017 200 GADT AZ MK                    096 52 32.9
 CL1718:UTM  17      -  BV 017 200 GADT AZ MK                    097 30 38.9
 CL1718
 CL1718|---------------------------------------------------------------------|
 CL1718| PID    Reference Object                     Distance      Geod. Az  |
 CL1718|                                                           dddmmss.s |
 CL1718| CL1717 BV 017 200 GADT AZ MK               APPROX. 1.2 KM 0965101.5 |
 CL1718| CL1719 BV 017 200 GADT RM 1                 16.416 METERS 23451     |
 CL1718|---------------------------------------------------------------------|
 CL1718
 CL1718                          SUPERSEDED SURVEY CONTROL
 CL1718
 CL1718  NAD 83(1986)-  32 58 14.15212(N)    082 12 47.99552(W) AD(       ) 2
 CL1718  NAD 27      -  32 58 13.60426(N)    082 12 48.55608(W) AD(       ) 2
 CL1718  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL1718
 CL1718.Superseded values are not recommended for survey control.
 CL1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1718.See file dsdata.txt to determine how the superseded data were derived.
 CL1718
 CL1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8661448681(NAD 83)
 CL1718_MARKER: DD = SURVEY DISK
 CL1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1718+STABILITY: SURFACE MOTION
 CL1718
 CL1718  HISTORY     - Date     Condition        Report By
 CL1718  HISTORY     - 1978     MONUMENTED       GADT
 CL1718
 CL1718                          STATION DESCRIPTION
 CL1718
 CL1718'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1718'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST OF ROSIER,
 CL1718'11-3/4 MILES EAST OF LOUISVILLE, AND 10-1/2 MILES NORTH OF MIDVILLE ON
 CL1718'COUNTY RIGHT OF WAY.
 CL1718'
 CL1718'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 305 IN
 CL1718'VIDETTE, GO SOUTH ALONG STATE ROUTE 305 FOR 3.8 MILES TO THE JUNCTION
 CL1718'OF PAVED COUNTY ROAD 351 CROSSING.  TURN LEFT GOING EAST-SOUTHEAST
 CL1718'ALONG COUNTY ROAD 351 FOR 1.6 MILES TO THE JUNCTION OF DIRT COUNTY
 CL1718'ROAD 297 TO THE RIGHT AND THE STATION ON THE RIGHT.
 CL1718'
 CL1718'THE STATION IS LOCATED 30 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1718'COUNTY ROAD 351, 58 FEET EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY
 CL1718'ROAD 297, 69 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 CL1718'CENTERLINES OF THE COUNTY ROADS, 197.5 FEET EAST-SOUTHEAST OF THE
 CL1718'EASTERNMOST END OF AN 18 INCH CONCRETE DRAIN PIPE UNDER AN ACCESS
 CL1718'DRIVEWAY TO THE SOUTH-SOUTHWEST FROM COUNTY ROAD 351, 166.5 FEET
 CL1718'OF A 24 INCH CEDAR TREE IN FRONT OF AN ABANDONED WOOD FRAMED HOUSE IN
 CL1718'THE WEST QUADRANT OF THE ROAD INTERSECTION, AND 3.1 FEET
 CL1718'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1718'STAMPED---017-200 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1718'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1718'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1718'STAMPED---017-200 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1718'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL1718'
 CL1718'REFERENCE MARK 1 IS LOCATED 70 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL1718'OF COUNTY ROAD 351, 19 FEET EAST-SOUTHEAST OF THE CENTERLINE OF DIRT
 CL1718'COUNTY ROAD 297, 167.5 FEET EAST-SOUTHEAST OF THE EAST END OF THE 18
 CL1718'INCH CONCRETE DRAIN PIPE UNDER THE ACCESS DRIVEWAY, 113.0 FEET EAST
 CL1718'OF THE 24 INCH CEDAR TREE, AND 1.8 FEET SOUTHWEST OF A WITNESS POST.
 CL1718'IT IS A STANDARD DISK STAMPED---017-200 1978 RM 1---, SET IN THE
 CL1718'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1718'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1718'
 CL1718'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST ALONG
 CL1718'COUNTY ROAD 351 FOR 0.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 CL1718'LOCATED 30 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 351, 164.6 FEET
 CL1718'EAST OF THE EAST END OF AN 18 INCH CONCRETE DRAIN PIPE UNDER A
 CL1718'DRIVEWAY TO THE NORTH, 394.5 FEET EAST OF A 24 INCH PINE TREE ON THE
 CL1718'SOUTH SIDE OF THE ROAD, AND 3.0 FEET SOUTH OF A WITNESS POST.  IT IS
 CL1718'A STANDARD DISK STAMPED---017-200 1978 AZ MK---, SET IN THE TOP OF A
 CL1718'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1718'WITH STEEL RODS EMBEDDED.
 CL1718'
 CL1718'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1718'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1717 ***********************************************************************
 CL1717  DESIGNATION -  BV 017 200 GADT AZ MK
 CL1717  PID         -  CL1717
 CL1717  STATE/COUNTY-  GA/BURKE
 CL1717  USGS QUAD   -  SCOTTS CORNER (1974)
 CL1717
 CL1717                         *CURRENT SURVEY CONTROL
 CL1717  ___________________________________________________________________
 CL1717* NAD 83(1994)-  32 58 09.46190(N)    082 12 01.74166(W)     ADJUSTED  
 CL1717* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL1717  ___________________________________________________________________
 CL1717  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 CL1717  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CL1717
 CL1717  HORZ ORDER  -  SECOND
 CL1717
 CL1717.The horizontal coordinates were established by classical geodetic methods
 CL1717.and adjusted by the National Geodetic Survey in September 1997..
 CL1717
 CL1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1717
 CL1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1717
 CL1717.The geoid height was determined by GEOID03.
 CL1717
 CL1717;                    North         East     Units Scale Factor Converg.
 CL1717;SPC GA E     -   329,196.914   196,838.903   MT  0.99990012   -0 01 06.3
 CL1717;SPC GA E     - 1,080,040.21    645,795.63   sFT  0.99990012   -0 01 06.3
 CL1717;UTM  17      - 3,648,522.626   387,813.604   MT  0.99975518   -0 39 12.1
 CL1717
 CL1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1717!SPC GA E     -   0.99999100  x   0.99990012  =   0.99989112
 CL1717!UTM  17      -   0.99999100  x   0.99975518  =   0.99974619
 CL1717
 CL1717                          SUPERSEDED SURVEY CONTROL
 CL1717
 CL1717  NAD 83(1986)-  32 58 09.46530(N)    082 12 01.73789(W) AD(       ) 2
 CL1717  NAD 27      -  32 58 08.91740(N)    082 12 02.29974(W) AD(       ) 2
 CL1717  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL1717
 CL1717.Superseded values are not recommended for survey control.
 CL1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1717.See file dsdata.txt to determine how the superseded data were derived.
 CL1717
 CL1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8781448523(NAD 83)
 CL1717_MARKER: DD = SURVEY DISK
 CL1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1717+STABILITY: SURFACE MOTION
 CL1717
 CL1717  HISTORY     - Date     Condition        Report By
 CL1717  HISTORY     - 1978     MONUMENTED       GADT
 CL1717
 CL1717                          STATION DESCRIPTION
 CL1717
 CL1717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1717'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST OF ROSIER, 3-3/4
 CL1717'MILES NORTH-NORTHEAST OF MAGRUDER, AND 3-3/4 MILES SOUTH-SOUTHEAST OF
 CL1717'VIDETTE ON COUNTY RIGHT OF WAY.
 CL1717'
 CL1717'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 305 IN
 CL1717'VIDETTE, GO SOUTH ALONG STATE ROUTE 305 FOR 3.8 MILES TO THE JUNCTION
 CL1717'OF PAVED COUNTY ROAD 351 CROSSING.  TURN LEFT GOING EAST-SOUTHEAST
 CL1717'ALONG COUNTY ROAD 351 FOR 1.6 MILES TO THE JUNCTION OF DIRT COUNTY
 CL1717'ROAD 297 TO THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD 351 FOR
 CL1717'0.7 MILE TO THE STATION ON THE LEFT.
 CL1717'
 CL1717'THE STATION IS LOCATED 30 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 CL1717'351, 164.6 FEET EAST OF THE EAST END OF AN 18 INCH DRAIN PIPE UNDER A
 CL1717'DRIVEWAY TO THE NORTH, 394.5 FEET EAST OF A 24 INCH PINE TREE ON THE
 CL1717'SOUTH SIDE OF THE ROAD, AND 3.0 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL1717'STANDARD BRASS DISK STAMPED---017-200 1978 AZ MK---, SET IN THE TOP OF
 CL1717'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1717'GROUND WITH STEEL RODS EMBEDDED.
 CL1717'
 CL1717'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1717'FROM--GENERAL HIGHWAY MAP.  BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1719 ***********************************************************************
 CL1719  DESIGNATION -  BV 017 200 GADT RM 1
 CL1719  PID         -  CL1719
 CL1719  STATE/COUNTY-  GA/BURKE
 CL1719  USGS QUAD   -  SCOTTS CORNER (1974)
 CL1719
 CL1719                         *CURRENT SURVEY CONTROL
 CL1719  ___________________________________________________________________
 CL1719* NAD 83(1994)-  32 58 13.84182(N)    082 12 48.51618(W)     ADJUSTED  
 CL1719* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL1719  ___________________________________________________________________
 CL1719  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CL1719  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CL1719
 CL1719  HORZ ORDER  -  SECOND
 CL1719
 CL1719.The horizontal coordinates were established by classical geodetic methods
 CL1719.and adjusted by the National Geodetic Survey in September 1997..
 CL1719
 CL1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1719
 CL1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1719
 CL1719.The geoid height was determined by GEOID03.
 CL1719
 CL1719;                    North         East     Units Scale Factor Converg.
 CL1719;SPC GA E     -   329,332.296   195,624.433   MT  0.99990024   -0 01 31.7
 CL1719;SPC GA E     - 1,080,484.37    641,811.16   sFT  0.99990024   -0 01 31.7
 CL1719;UTM  17      - 3,648,671.437   386,600.883   MT  0.99975855   -0 39 37.6
 CL1719
 CL1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1719!SPC GA E     -   0.99998849  x   0.99990024  =   0.99988873
 CL1719!UTM  17      -   0.99998849  x   0.99975855  =   0.99974704
 CL1719
 CL1719                          SUPERSEDED SURVEY CONTROL
 CL1719
 CL1719  NAD 83(1986)-  32 58 13.84528(N)    082 12 48.51238(W) AD(       ) 2
 CL1719  NAD 27      -  32 58 13.29741(N)    082 12 49.07293(W) AD(       ) 2
 CL1719  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL1719
 CL1719.Superseded values are not recommended for survey control.
 CL1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1719.See file dsdata.txt to determine how the superseded data were derived.
 CL1719
 CL1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8660148671(NAD 83)
 CL1719_MARKER: DD = SURVEY DISK
 CL1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1719+STABILITY: SURFACE MOTION
 CL1719
 CL1719  HISTORY     - Date     Condition        Report By
 CL1719  HISTORY     - 1978     MONUMENTED       GADT
 CL1719
 CL1719                          STATION DESCRIPTION
 CL1719
 CL1719'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1719'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST OF ROSIER,
 CL1719'11-3/4 MILES EAST OF LOUISVILLE, AND 10-1/2 MILES NORTH OF MIDVILLE ON
 CL1719'COUNTY RIGHT OF WAY.
 CL1719'
 CL1719'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 305 IN
 CL1719'VIDETTE, GO SOUTH ALONG STATE ROUTE 305 FOR 3.8 MILES TO THE JUNCTION
 CL1719'OF PAVED COUNTY ROAD 351 CROSSING.
 CL1719'TURN LEFT GOING EAST-SOUTHEAST ALONG
 CL1719'COUNTY ROAD 351 FOR 1.6 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 297
 CL1719'TO THE RIGHT AND THE STATION ON THE RIGHT.
 CL1719'
 CL1719'THE STATION IS LOCATED 70 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1719'COUNTY ROAD 351, 19 FEET EAST-SOUTHEAST OF THE CENTERLINE OF DIRT
 CL1719'COUNTY ROAD 297, 167.5 FEET EAST-SOUTHEAST OF THE EAST END OF AN 18
 CL1719'INCH CONCRETE DRAIN PIPE UNDER A DIRT ACCESS DRIVEWAY TO THE SOUTH
 CL1719'FROM COUNTY ROAD 351, 113.0 FEET EAST OF A 24 INCH CEDAR TREE IN FRONT
 CL1719'OF AN ABANDONED WOOD FRAMED HOUSE IN THE WEST QUADRANT OF THE
 CL1719'INTERSECTION, AND 1.8 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 CL1719'STANDARD BRASS DISK STAMPED---017-200 1978 RM 1---, SET IN THE TOP OF
 CL1719'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1719'GROUND WITH STEEL RODS EMBEDDED.
 CL1719'
 CL1719'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1719'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1919 ***********************************************************************
 CL1919  DESIGNATION -  BV 017 201 GADT
 CL1919  PID         -  CL1919
 CL1919  STATE/COUNTY-  GA/BURKE
 CL1919  USGS QUAD   -  OLD TOWN (1973)
 CL1919
 CL1919                         *CURRENT SURVEY CONTROL
 CL1919  ___________________________________________________________________
 CL1919* NAD 83(1994)-  32 55 19.30041(N)    082 15 00.65354(W)     ADJUSTED  
 CL1919* NAVD 88     -        98.2    (meters)     322.     (feet)  VERTCON   
 CL1919  ___________________________________________________________________
 CL1919  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 CL1919  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CL1919
 CL1919  HORZ ORDER  -  FIRST
 CL1919
 CL1919.The horizontal coordinates were established by classical geodetic methods
 CL1919.and adjusted by the National Geodetic Survey in September 1997..
 CL1919
 CL1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1919
 CL1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1919
 CL1919.The geoid height was determined by GEOID03.
 CL1919
 CL1919;                    North         East     Units Scale Factor Converg.
 CL1919;SPC GA E     -   323,957.940   192,189.189   MT  0.99990075   -0 02 43.4
 CL1919;SPC GA E     - 1,062,852.01    630,540.70   sFT  0.99990075   -0 02 43.4
 CL1919;UTM  17      - 3,643,336.187   383,106.807   MT  0.99976848   -0 40 46.4
 CL1919
 CL1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1919!SPC GA E     -   0.99998920  x   0.99990075  =   0.99988995
 CL1919!UTM  17      -   0.99998920  x   0.99976848  =   0.99975768
 CL1919
 CL1919:                Primary Azimuth Mark                     Grid Az
 CL1919:SPC GA E     -  BV 017 201 GADT AZ MK                    103 04 48.9
 CL1919:UTM  17      -  BV 017 201 GADT AZ MK                    103 42 51.9
 CL1919
 CL1919|---------------------------------------------------------------------|
 CL1919| PID    Reference Object                     Distance      Geod. Az  |
 CL1919|                                                           dddmmss.s |
 CL1919| CL1720 BV 017 201 GADT AZ MK               APPROX. 1.0 KM 1030205.5 |
 CL1919| CL1918 BV 017 201 GADT RM 1                 10.225 METERS 10313     |
 CL1919|---------------------------------------------------------------------|
 CL1919
 CL1919                          SUPERSEDED SURVEY CONTROL
 CL1919
 CL1919  NAD 83(1986)-  32 55 19.30395(N)    082 15 00.65003(W) AD(       ) 1
 CL1919  NAD 27      -  32 55 18.75103(N)    082 15 01.20636(W) AD(       ) 1
 CL1919  NGVD 29 (07/19/86)   98.4    (m)          323.     (f) VERT ANG       
 CL1919
 CL1919.Superseded values are not recommended for survey control.
 CL1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1919.See file dsdata.txt to determine how the superseded data were derived.
 CL1919
 CL1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8310743336(NAD 83)
 CL1919_MARKER: DD = SURVEY DISK
 CL1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1919+STABILITY: SURFACE MOTION
 CL1919
 CL1919  HISTORY     - Date     Condition        Report By
 CL1919  HISTORY     - 1978     MONUMENTED       GADT
 CL1919
 CL1919                          STATION DESCRIPTION
 CL1919
 CL1919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1919'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE WEST OF MAGRUDER, 3-3/4
 CL1919'MILES SOUTH OF ROSIER, AND 7 MILES NORTH OF MIDVILLE, ON THE PROPERTY
 CL1919'OF MAGRUDER FARMS.
 CL1919'
 CL1919'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 CL1919'ROUTE 305 IN MIDVILLE, GO NORTH ALONG STATE ROUTE 305 FOR 2.8 MILES TO
 CL1919'THE JUNCTION OF DIRT COUNTY ROAD 320 TO THE LEFT, AND PAVED COUNTY
 CL1919'ROAD 320 TO THE RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 305 FOR
 CL1919'4.25 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 304 TO THE LEFT, AND
 CL1919'PAVED COUNTY ROAD 92114 TO THE RIGHT.  TURN LEFT GOING WEST ALONG
 CL1919'COUNTY ROAD 304 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CL1919'
 CL1919'THE STATION IS LOCATED 126.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1919'THE ROAD, 11.6 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 CL1919'CONCRETE BASE OF A GRAIN ELEVATOR, 9.9 FEET NORTHEAST OF THE SOUTHEAST
 CL1919'CORNER OF THE CONCRETE BASE OF THE GRAIN ELEVATOR, 83.9 FEET
 CL1919'SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, AND 2.9 FEET
 CL1919'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1919'STAMPED---017-201 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1919'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1919'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1919'STAMPED---017-201 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1919'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 CL1919'
 CL1919'REFERENCE MARK 1 IS LOCATED 119.0 FEET SOUTH-SOUTHWEST OF THE
 CL1919'CENTERLINE OF THE ROAD, 10.6 FEET SOUTH OF A 9 INCH STEEL PIPE POLE
 CL1919'SUPPORTING A TRUCK LOADING GRAIN TUBE, 39.0 FEET
 CL1919'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 CL1919'GRAIN ELEVATOR, 38.6 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 CL1919'BASE OF THE GRAIN ELEVATOR, 77.4 FEET SOUTH OF THE POWER POLE WITH
 CL1919'TRANSFORMER, AND 8.7 FEET SOUTH
 CL1919'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---017-201 1978
 CL1919'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3
 CL1919'INCHES ABOVE THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1919'
 CL1919'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 305, AND
 CL1919'PAVED COUNTY ROAD 92114, AND DIRT COUNTY ROAD 304, GO EAST ALONG
 CL1919'COUNTY ROAD 92114 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 CL1919'IS LOCATED ON COUNTY RIGHT OF WAY 36.0 FEET SOUTH-SOUTHWEST OF THE
 CL1919'CENTERLINE OF THE ROAD, 113.0 FEET NORTH-NORTHWEST OF A POWER POLE,
 CL1919'293.1 FEET EAST-SOUTHEAST OF THE EAST END OF AN 18 INCH CONCRETE
 CL1919'CULVERT UNDER A DRIVEWAY TO THE NORTH TO A BRICK CARPORT,
 CL1919'AND 9.2 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1919'STAMPED---017-201 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1919'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND WITH
 CL1919'STEEL RODS EMBEDDED.
 CL1919'
 CL1919'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1919'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1720 ***********************************************************************
 CL1720  DESIGNATION -  BV 017 201 GADT AZ MK
 CL1720  PID         -  CL1720
 CL1720  STATE/COUNTY-  GA/BURKE
 CL1720  USGS QUAD   -  SCOTTS CORNER (1974)
 CL1720
 CL1720                         *CURRENT SURVEY CONTROL
 CL1720  ___________________________________________________________________
 CL1720* NAD 83(1994)-  32 55 11.80275(N)    082 14 22.26337(W)     ADJUSTED  
 CL1720* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1720  ___________________________________________________________________
 CL1720  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CL1720  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1720
 CL1720  HORZ ORDER  -  SECOND
 CL1720
 CL1720.The horizontal coordinates were established by classical geodetic methods
 CL1720.and adjusted by the National Geodetic Survey in September 1997..
 CL1720
 CL1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1720
 CL1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1720
 CL1720.The geoid height was determined by GEOID03.
 CL1720
 CL1720;                    North         East     Units Scale Factor Converg.
 CL1720;SPC GA E     -   323,726.248   193,186.385   MT  0.99990057   -0 02 22.5
 CL1720;SPC GA E     - 1,062,091.87    633,812.33   sFT  0.99990057   -0 02 22.5
 CL1720;UTM  17      - 3,643,093.505   384,101.245   MT  0.99976562   -0 40 25.4
 CL1720
 CL1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1720!SPC GA E     -   0.99999052  x   0.99990057  =   0.99989109
 CL1720!UTM  17      -   0.99999052  x   0.99976562  =   0.99975614
 CL1720
 CL1720                          SUPERSEDED SURVEY CONTROL
 CL1720
 CL1720  NAD 83(1986)-  32 55 11.80625(N)    082 14 22.25990(W) AD(       ) 2
 CL1720  NAD 27      -  32 55 11.25322(N)    082 14 22.81728(W) AD(       ) 2
 CL1720  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1720
 CL1720.Superseded values are not recommended for survey control.
 CL1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1720.See file dsdata.txt to determine how the superseded data were derived.
 CL1720
 CL1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8410143094(NAD 83)
 CL1720_MARKER: DD = SURVEY DISK
 CL1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1720+STABILITY: SURFACE MOTION
 CL1720
 CL1720  HISTORY     - Date     Condition        Report By
 CL1720  HISTORY     - 1978     MONUMENTED       GADT
 CL1720
 CL1720                          STATION DESCRIPTION
 CL1720
 CL1720'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1720'THE STATION IS LOCATED APPROXIMATELY 1/4 MILE EAST OF MAGRUDER, 3-3/4
 CL1720'MILES SOUTH OF ROSIER, AND 7 MILES NORTH OF MIDVILLE ON COUNTY RIGHT
 CL1720'OF WAY.
 CL1720'
 CL1720'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 305 IN
 CL1720'MIDVILLE, GO NORTH ALONG STATE ROUTE 305 FOR 2.8 MILES TO THE JUNCTION
 CL1720'OF DIRT COUNTY ROAD 320 TO THE LEFT AND PAVED COUNTY ROAD 320 TO THE
 CL1720'RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 305 FOR 4.25 MILES TO
 CL1720'THE JUNCTION OF DIRT COUNTY ROAD 304 TO THE LEFT AND PAVED COUNTY ROAD
 CL1720'92114 TO THE RIGHT.  TURN RIGHT GOING EAST ON COUNTY ROAD 92114 FOR
 CL1720'0.1 MILE TO THE STATION ON THE RIGHT.
 CL1720'
 CL1720'THE STATION IS LOCATED 36 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1720'THE ROAD, 11.3 FEET NORTH-NORTHWEST OF A POWER POLE, 293.1 FEET
 CL1720'EAST-SOUTHEAST OF THE EAST END OF AN 18 INCH CONCRETE CULVERT UNDER A
 CL1720'DRIVEWAY TO THE NORTH TO A BRICK CAR PORT, AND 9.2 FEET NORTH OF A
 CL1720'WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1720'STAMPED---017 201 1978 AZ MK---, SET IN THE TOP
 CL1720'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 CL1720'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1720'
 CL1720'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1720'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1918 ***********************************************************************
 CL1918  DESIGNATION -  BV 017 201 GADT RM 1
 CL1918  PID         -  CL1918
 CL1918  STATE/COUNTY-  GA/BURKE
 CL1918  USGS QUAD   -  OLD TOWN (1973)
 CL1918
 CL1918                         *CURRENT SURVEY CONTROL
 CL1918  ___________________________________________________________________
 CL1918* NAD 83(1994)-  32 55 19.22456(N)    082 15 00.27042(W)     ADJUSTED  
 CL1918* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL1918  ___________________________________________________________________
 CL1918  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 CL1918  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CL1918
 CL1918  HORZ ORDER  -  SECOND
 CL1918
 CL1918.The horizontal coordinates were established by classical geodetic methods
 CL1918.and adjusted by the National Geodetic Survey in September 1997..
 CL1918
 CL1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1918
 CL1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1918
 CL1918.The geoid height was determined by GEOID03.
 CL1918
 CL1918;                    North         East     Units Scale Factor Converg.
 CL1918;SPC GA E     -   323,955.596   192,199.140   MT  0.99990075   -0 02 43.2
 CL1918;SPC GA E     - 1,062,844.32    630,573.35   sFT  0.99990075   -0 02 43.2
 CL1918;UTM  17      - 3,643,333.733   383,116.731   MT  0.99976845   -0 40 46.2
 CL1918
 CL1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1918!SPC GA E     -   0.99998926  x   0.99990075  =   0.99989001
 CL1918!UTM  17      -   0.99998926  x   0.99976845  =   0.99975771
 CL1918
 CL1918                          SUPERSEDED SURVEY CONTROL
 CL1918
 CL1918  NAD 83(1986)-  32 55 19.22810(N)    082 15 00.26692(W) AD(       ) 2
 CL1918  NAD 27      -  32 55 18.67517(N)    082 15 00.82326(W) AD(       ) 2
 CL1918  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL1918
 CL1918.Superseded values are not recommended for survey control.
 CL1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1918.See file dsdata.txt to determine how the superseded data were derived.
 CL1918
 CL1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8311743334(NAD 83)
 CL1918_MARKER: DD = SURVEY DISK
 CL1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1918+STABILITY: SURFACE MOTION
 CL1918
 CL1918  HISTORY     - Date     Condition        Report By
 CL1918  HISTORY     - 1978     MONUMENTED       GADT
 CL1918
 CL1918                          STATION DESCRIPTION
 CL1918
 CL1918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1918'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE WEST OF MAGRUDER, 3-3/4
 CL1918'MILES SOUTH OF ROSIER, AND 7 MILES NORTH OF MIDVILLE ON THE PROPERTY
 CL1918'MAGRUDER FARMS.
 CL1918'
 CL1918'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 305 IN
 CL1918'MIDVILLE, GO NORTH ALONG STATE ROUTE 305 FOR 2.8 MILES TO THE JUNCTION
 CL1918'OF DIRT COUNTY ROAD 320 TO THE LEFT AND PAVED COUNTY ROAD 320 TO THE
 CL1918'RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 305 FOR 4.25 MILES TO
 CL1918'THE JUNCTION OF DIRT COUNTY ROAD 304 TO THE LEFT AND PAVED COUNTY ROAD
 CL1918'92114 TO THE RIGHT.  TURN LEFT GOING WEST ALONG COUNTY ROAD 304 FOR
 CL1918'0.5 MILE TO THE STATION ON THE LEFT.  IT IS LOCATED 119 FEET
 CL1918'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10.6 FEET SOUTH OF A
 CL1918'9 INCH STEEL PIPE POLE SUPPORTING A TRUCK LOADING GRAIN TUBE, 39.0
 CL1918'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A
 CL1918'GRAIN ELEVATOR, 38.6 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 CL1918'BASE OF THE GRAIN ELEVATOR, 77.4 FEET SOUTH OF A POWER POLE WITH
 CL1918'TRANSFORMER, AND 8.7 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 CL1918'BRASS DISK STAMPED---017-201 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1918'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND
 CL1918'WITH STEEL RODS EMBEDDED.
 CL1918'
 CL1918'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1918'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1145 ***********************************************************************
 CL1145  DESIGNATION -  BV 017 202 AZ MK GADT
 CL1145  PID         -  CL1145
 CL1145  STATE/COUNTY-  GA/BURKE
 CL1145  USGS QUAD   -  MIDVILLE (1981)
 CL1145
 CL1145                         *CURRENT SURVEY CONTROL
 CL1145  ___________________________________________________________________
 CL1145* NAD 83(1994)-  32 49 43.21440(N)    082 14 00.89804(W)     ADJUSTED  
 CL1145* NAVD 88     -        68.070  (meters)     223.33   (feet)  ADJUSTED  
 CL1145  ___________________________________________________________________
 CL1145  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL1145  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CL1145  DYNAMIC HT  -          67.995 (meters)     223.08  (feet)  COMP
 CL1145  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 CL1145
 CL1145  HORZ ORDER  -  SECOND
 CL1145  VERT ORDER  -  FIRST     CLASS II
 CL1145
 CL1145.The horizontal coordinates were established by classical geodetic methods
 CL1145.and adjusted by the National Geodetic Survey in September 1997..
 CL1145
 CL1145.The orthometric height was determined by differential leveling
 CL1145.and adjusted by the National Geodetic Survey in June 1991..
 CL1145
 CL1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1145
 CL1145.The geoid height was determined by GEOID03.
 CL1145
 CL1145.The dynamic height is computed by dividing the NAVD 88
 CL1145.geopotential number by the normal gravity value computed on the
 CL1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1145.degrees latitude (g = 980.6199 gals.).
 CL1145
 CL1145.The modeled gravity was interpolated from observed gravity values.
 CL1145
 CL1145;                    North         East     Units Scale Factor Converg.
 CL1145;SPC GA E     -   313,604.339   193,735.041   MT  0.99990048   -0 02 10.6
 CL1145;SPC GA E     - 1,028,883.57    635,612.38   sFT  0.99990048   -0 02 10.6
 CL1145;UTM  17      - 3,632,967.523   384,537.924   MT  0.99976438   -0 40 07.8
 CL1145
 CL1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1145!SPC GA E     -   0.99999393  x   0.99990048  =   0.99989441
 CL1145!UTM  17      -   0.99999393  x   0.99976438  =   0.99975831
 CL1145
 CL1145                          SUPERSEDED SURVEY CONTROL
 CL1145
 CL1145  NAD 83(1986)-  32 49 43.21787(N)    082 14 00.89508(W) AD(       ) 2
 CL1145  NAD 27      -  32 49 42.65612(N)    082 14 01.45176(W) AD(       ) 2
 CL1145  NGVD 29 (07/19/86)   68.     (m)          223.     (f) VERT ANG       
 CL1145
 CL1145.Superseded values are not recommended for survey control.
 CL1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1145.See file dsdata.txt to determine how the superseded data were derived.
 CL1145
 CL1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8453832968(NAD 83)
 CL1145_MARKER: DZ = AZIMUTH MARK DISK
 CL1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1145_SP_SET: CONCRETE POST
 CL1145_STAMPING: B.V. 017-202 AZ MK 1978
 CL1145_PROJECTION: FLUSH
 CL1145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1145+STABILITY: SURFACE MOTION
 CL1145
 CL1145  HISTORY     - Date     Condition        Report By
 CL1145  HISTORY     - 1978     MONUMENTED       GADT
 CL1145  HISTORY     - 1979     GOOD             NGS
 CL1145
 CL1145                          STATION DESCRIPTION
 CL1145
 CL1145'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1145'THE STATION IS LOCATED IN MIDVILLE ON STATE RIGHT OF WAY.
 CL1145'
 CL1145'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 CL1145'ROUTE 56 IN MIDVILLE, GO NORTH ALONG STATE ROUTE 56 FOR 0.2 MILE TO
 CL1145'THE JUNCTION OF STATE ROUTE 305 FORKING TO THE LEFT.  TURN LEFT GOING
 CL1145'NORTH ALONG STATE ROUTE 305 FOR 0.4 MILE TO A GEORGIA POWER
 CL1145'SUB STATION AND THE STATION ON THE LEFT.
 CL1145'
 CL1145'THE STATION IS LOCATED 44 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 CL1145'305, 20.5 FEET SOUTH OF A WITNESS POST SET AT A POWER POLE, 33.0 FEET
 CL1145'EAST-SOUTHEAST OF THE WEST END AND HINGED POST OF A GATE IN A FENCE
 CL1145'AROUND THE SUB STATION, AND 24.0 FEET SOUTHEAST OF A FENCE CORNER POST
 CL1145'AND HINGED GATE POST.  IT IS A STANDARD BRASS DISK STAMPED---017-202
 CL1145'1978 AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1145'2 INCHES ABOVE THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1145'
 CL1145'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1145'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
 CL1145
 CL1145                          STATION RECOVERY (1979)
 CL1145
 CL1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1145'0.8 MI NORTH FROM MIDVILLE.
 CL1145'0.25 MILE NORTH ALONG STATE HIGHWAY 56 FROM THE CENTRAL OF GEORGIA
 CL1145'RAILROAD CROSSING AT MIDVILLE TO THE Y-JUNCTION OF STATE HIGHWAY
 CL1145'305, THENCE 0.55 MILE NORTH ALONG HIGHWAY 305, AT A HIGH
 CL1145'VOLTAGE POWERLINE CROSSING AND SUBSTATION, 44 FT. WEST OF THE
 CL1145'CENTERLINE OF HIGHWAY 305, 24 FT. SOUTHEAST OF THE SOUTHEAST
 CL1145'CORNER OF THE CHAIN LINK FENCE AROUND THE SUBSTATION, 15 FT. NORTH
 CL1145'OF THE CENTERLINE OF THE DIRT ROAD TO THE SUBSTATION.
 CL1145'THE MARK IS 21 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1703 ***********************************************************************
 CL1703  DESIGNATION -  BV 017 202 GADT
 CL1703  PID         -  CL1703
 CL1703  STATE/COUNTY-  GA/BURKE
 CL1703  USGS QUAD   -  MIDVILLE (1981)
 CL1703
 CL1703                         *CURRENT SURVEY CONTROL
 CL1703  ___________________________________________________________________
 CL1703* NAD 83(1994)-  32 49 47.60808(N)    082 14 26.90164(W)     ADJUSTED  
 CL1703* NAVD 88     -        71.9    (meters)     236.     (feet)  VERTCON   
 CL1703  ___________________________________________________________________
 CL1703  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CL1703  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CL1703
 CL1703  HORZ ORDER  -  SECOND
 CL1703
 CL1703.The horizontal coordinates were established by classical geodetic methods
 CL1703.and adjusted by the National Geodetic Survey in September 1997..
 CL1703
 CL1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1703
 CL1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1703
 CL1703.The geoid height was determined by GEOID03.
 CL1703
 CL1703;                    North         East     Units Scale Factor Converg.
 CL1703;SPC GA E     -   313,740.129   193,058.868   MT  0.99990059   -0 02 24.7
 CL1703;SPC GA E     - 1,029,329.07    633,393.97   sFT  0.99990059   -0 02 24.7
 CL1703;UTM  17      - 3,633,110.750   383,863.383   MT  0.99976631   -0 40 22.0
 CL1703
 CL1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1703!SPC GA E     -   0.99999333  x   0.99990059  =   0.99989392
 CL1703!UTM  17      -   0.99999333  x   0.99976631  =   0.99975964
 CL1703
 CL1703:                Primary Azimuth Mark                     Grid Az
 CL1703:SPC GA E     -  BV 017 202 AZ MK GADT                    101 21 18.5
 CL1703:UTM  17      -  BV 017 202 AZ MK GADT                    101 59 15.8
 CL1703
 CL1703|---------------------------------------------------------------------|
 CL1703| PID    Reference Object                     Distance      Geod. Az  |
 CL1703|                                                           dddmmss.s |
 CL1703| CL1145 BV 017 202 AZ MK GADT               APPROX. 0.7 KM 1011853.8 |
 CL1703| CL1702 BV 017 202 GADT RM 1                 13.421 METERS 10148     |
 CL1703| CL1700 MIDVILLE SOU RWY MICROWAVE          APPROX. 1.6 KM 1525011.2 |
 CL1703| CL1704 BV 017 202 GADT TPT                  20.787 METERS 31942     |
 CL1703|---------------------------------------------------------------------|
 CL1703
 CL1703                          SUPERSEDED SURVEY CONTROL
 CL1703
 CL1703  NAD 83(1986)-  32 49 47.61158(N)    082 14 26.89869(W) AD(       ) 2
 CL1703  NAD 27      -  32 49 47.04985(N)    082 14 27.45464(W) AD(       ) 2
 CL1703  NGVD 29 (07/19/86)   72.1    (m)          237.     (f) VERT ANG       
 CL1703
 CL1703.Superseded values are not recommended for survey control.
 CL1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1703.See file dsdata.txt to determine how the superseded data were derived.
 CL1703
 CL1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8386333111(NAD 83)
 CL1703_MARKER: DD = SURVEY DISK
 CL1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1703+STABILITY: SURFACE MOTION
 CL1703
 CL1703  HISTORY     - Date     Condition        Report By
 CL1703  HISTORY     - 1978     MONUMENTED       GADT
 CL1703
 CL1703                          STATION DESCRIPTION
 CL1703
 CL1703'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1703'THE STATION IS LOCATED IN MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1703'
 CL1703'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 CL1703'ROUTE 17 IN MIDVILLE, GO WEST ALONG STATE ROUTE 17 FOR 0.5 MILE TO THE
 CL1703'JUNCTION OF PAVED COUNTY ROAD 323 TO THE RIGHT AND A PAVED STREET TO
 CL1703'THE LEFT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 323 FOR 0.7 MILE
 CL1703'TO A POWER LINE CROSSING AND THE STATION ON THE LEFT.
 CL1703'
 CL1703'THE STATION IS LOCATED 24 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CL1703'COUNTY ROAD 323, 5.0 FEET NORTH-NORTHEAST OF A POWER POLE ON THE WEST
 CL1703'SIDE OF THE ROAD, 44 FEET WEST-NORTHWEST OF A POWER POLE ON THE EAST
 CL1703'SIDE OF THE ROAD, AND 3.2 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT
 CL1703'IS A STANDARD BRASS DISK STAMPED---017-202 1978---, SET IN THE TOP OF
 CL1703'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 CL1703'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL1703'STANDARD DISK STAMPED---017-202 1978---, SET IN AN IRREGULAR MASS OF
 CL1703'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE GROUND.
 CL1703'
 CL1703'REFERENCE MARK 1 IS LOCATED 19 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL1703'OF COUNTY ROAD 323, 5.0 FEET NORTH-NORTHEAST OF THE POWER POLE ON THE
 CL1703'EAST SIDE OF THE ROAD, 45.0 FEET EAST OF THE POWER POLE ON THE WEST
 CL1703'SIDE OF THE ROAD, AND 3.3 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT
 CL1703'IS A STANDARD DISK STAMPED---017-202 1978 RM 1---, SET IN THE TOP OF A
 CL1703'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 CL1703'GROUND WITH STEEL RODS EMBEDDED.
 CL1703'
 CL1703'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG COUNTY ROAD
 CL1703'323 FOR 0.4 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 319
 CL1703'PAVED TO THE RIGHT AND DIRT TO THE LEFT.  TURN RIGHT GOING EAST ALONG
 CL1703'COUNTY ROAD 319 FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 305
 CL1703'CROSSING.  TURN RIGHT GOING SOUTH ALONG STATE ROUTE 305 FOR 0.3 MILE
 CL1703'TO A GEORGIA POWER SUB STATION AND THE AZIMUTH MARK ON THE RIGHT.  IT
 CL1703'IS LOCATED 44 FEET WEST OF THE CENTERLINE OF STATE ROUTE 305, 20.5
 CL1703'FEET SOUTH OF A WITNESS POST SET AT A POWER POLE, 33.0 FEET
 CL1703'EAST-SOUTHEAST OF THE WEST END AND HINGED POST OF A GATE IN A FENCE
 CL1703'AROUND THE SUB STATION, AND 24.0 FEET SOUTHEAST OF A FENCE CORNER POST
 CL1703'AND HINGED GATE POST.  IT IS A STANDARD DISK STAMPED---017-202 1978
 CL1703'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 CL1703'INCHES ABOVE THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1703'
 CL1703'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1703'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1702 ***********************************************************************
 CL1702  DESIGNATION -  BV 017 202 GADT RM 1
 CL1702  PID         -  CL1702
 CL1702  STATE/COUNTY-  GA/BURKE
 CL1702  USGS QUAD   -  MIDVILLE (1981)
 CL1702
 CL1702                         *CURRENT SURVEY CONTROL
 CL1702  ___________________________________________________________________
 CL1702* NAD 83(1994)-  32 49 47.51904(N)    082 14 26.39650(W)     ADJUSTED  
 CL1702* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CL1702  ___________________________________________________________________
 CL1702  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CL1702  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CL1702
 CL1702  HORZ ORDER  -  SECOND
 CL1702
 CL1702.The horizontal coordinates were established by classical geodetic methods
 CL1702.and adjusted by the National Geodetic Survey in September 1997..
 CL1702
 CL1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1702
 CL1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1702
 CL1702.The geoid height was determined by GEOID03.
 CL1702
 CL1702;                    North         East     Units Scale Factor Converg.
 CL1702;SPC GA E     -   313,737.377   193,072.003   MT  0.99990059   -0 02 24.4
 CL1702;SPC GA E     - 1,029,320.04    633,437.06   sFT  0.99990059   -0 02 24.4
 CL1702;UTM  17      - 3,633,107.853   383,876.485   MT  0.99976627   -0 40 21.7
 CL1702
 CL1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1702!SPC GA E     -   0.99999350  x   0.99990059  =   0.99989409
 CL1702!UTM  17      -   0.99999350  x   0.99976627  =   0.99975977
 CL1702
 CL1702                          SUPERSEDED SURVEY CONTROL
 CL1702
 CL1702  NAD 83(1986)-  32 49 47.52253(N)    082 14 26.39350(W) AD(       ) 2
 CL1702  NAD 27      -  32 49 46.96081(N)    082 14 26.94950(W) AD(       ) 2
 CL1702  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CL1702
 CL1702.Superseded values are not recommended for survey control.
 CL1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1702.See file dsdata.txt to determine how the superseded data were derived.
 CL1702
 CL1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8387633108(NAD 83)
 CL1702_MARKER: DD = SURVEY DISK
 CL1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1702+STABILITY: SURFACE MOTION
 CL1702
 CL1702  HISTORY     - Date     Condition        Report By
 CL1702  HISTORY     - 1978     MONUMENTED       GADT
 CL1702
 CL1702                          STATION DESCRIPTION
 CL1702
 CL1702'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1702'THE STATION IS LOCATED IN MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1702'
 CL1702'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 CL1702'ROUTE 17 LOCATED IN MIDVILLE, GO WEST ALONG STATE ROUTE 17 FOR 0.5
 CL1702'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 323 TO THE RIGHT AND A PAVED
 CL1702'STREET TO THE LEFT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 323 FOR
 CL1702'0.7 MILE TO THE STATION ON THE RIGHT.
 CL1702'
 CL1702'THE STATION IS LOCATED 19 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 CL1702'COUNTY ROAD 323, 5.0 FEET NORTH-NORTHEAST OF A POWER POLE ON THE EAST
 CL1702'SIDE OF THE ROAD, 45.0 FEET EAST OF A POWER POLE ON THE WEST SIDE OF
 CL1702'THE ROAD, AND 3.3 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1702'STANDARD BRASS DISK STAMPED---017-202 1978 RM 1---, SET IN THE TOP OF
 CL1702'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 CL1702'GROUND WITH STEEL RODS EMBEDDED.
 CL1702'
 CL1702'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1702'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1711 ***********************************************************************
 CL1711  DESIGNATION -  BV 017 203 GADT
 CL1711  PID         -  CL1711
 CL1711  STATE/COUNTY-  GA/BURKE
 CL1711  USGS QUAD   -  MIDVILLE (1981)
 CL1711
 CL1711                         *CURRENT SURVEY CONTROL
 CL1711  ___________________________________________________________________
 CL1711* NAD 83(1994)-  32 51 32.33214(N)    082 13 38.20297(W)     ADJUSTED  
 CL1711* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL1711  ___________________________________________________________________
 CL1711  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CL1711  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1711
 CL1711  HORZ ORDER  -  SECOND
 CL1711
 CL1711.The horizontal coordinates were established by classical geodetic methods
 CL1711.and adjusted by the National Geodetic Survey in September 1997..
 CL1711
 CL1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1711
 CL1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1711
 CL1711.The geoid height was determined by GEOID03.
 CL1711
 CL1711;                    North         East     Units Scale Factor Converg.
 CL1711;SPC GA E     -   316,965.132   194,327.193   MT  0.99990040   -0 01 58.4
 CL1711;SPC GA E     - 1,039,909.77    637,555.13   sFT  0.99990040   -0 01 58.4
 CL1711;UTM  17      - 3,636,321.111   385,167.072   MT  0.99976259   -0 39 57.5
 CL1711
 CL1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1711!SPC GA E     -   0.99999209  x   0.99990040  =   0.99989249
 CL1711!UTM  17      -   0.99999209  x   0.99976259  =   0.99975468
 CL1711
 CL1711|---------------------------------------------------------------------|
 CL1711| PID    Reference Object                     Distance      Geod. Az  |
 CL1711|                                                           dddmmss.s |
 CL1711| CL1712 BV 017 203 GADT RM 1                  6.427 METERS 24114     |
 CL1711| CL1698 BV 017 203 GADT AZ TPT               10.757 METERS 33726     |
 CL1711| CL1699 BV 017 203 GADT AZ MK               383.273 METERS 33744     |
 CL1711|---------------------------------------------------------------------|
 CL1711
 CL1711                          SUPERSEDED SURVEY CONTROL
 CL1711
 CL1711  NAD 83(1986)-  32 51 32.33556(N)    082 13 38.19991(W) AD(       ) 2
 CL1711  NAD 27      -  32 51 31.77675(N)    082 13 38.75776(W) AD(       ) 2
 CL1711  NGVD 29 (07/19/86)   80.     (m)          262.     (f) VERT ANG       
 CL1711
 CL1711.Superseded values are not recommended for survey control.
 CL1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1711.See file dsdata.txt to determine how the superseded data were derived.
 CL1711
 CL1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8516736321(NAD 83)
 CL1711_MARKER: DD = SURVEY DISK
 CL1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1711+STABILITY: SURFACE MOTION
 CL1711
 CL1711  HISTORY     - Date     Condition        Report By
 CL1711  HISTORY     - 1978     MONUMENTED       GADT
 CL1711
 CL1711                          STATION DESCRIPTION
 CL1711
 CL1711'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1711'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF MIDVILLE,
 CL1711'4-1/4 MILES SOUTH OF MAGRUDER, AND 10-1/4 MILES EAST OF WADLEY ON
 CL1711'THE PROPERTY OF MRS. JOHN HARPER, MIDVILLE.  TELEPHONE NUMBER
 CL1711'(912) 589-7831 OR(404) 865-4143.  CONTACT MRS. HARPER BEFORE
 CL1711'VISITING THE STATION.
 CL1711'
 CL1711'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 305 AND STATE
 CL1711'ROUTE 56 IN MIDVILLE, GO NORTH ALONG STATE ROUTE 305 FOR 2.75 MILES TO
 CL1711'THE JUNCTION OF COUNTY ROAD 320 (PAVED TO THE RIGHT AND DIRT TO THE
 CL1711'LEFT).  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 320 FOR 0.2 MILE
 CL1711'TO THE JUNCTION OF A FIELD TRACK ROAD TO THE RIGHT AND THE AZIMUTH
 CL1711'MARK ON THE RIGHT.  TURN RIGHT GOING SOUTH ALONG THE FIELD ROAD FOR
 CL1711'0.25 MILE TO THE STATION ON THE LEFT.
 CL1711'
 CL1711'THE STATION IS LOCATED 5 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 CL1711'FIELD ROAD, 65.6 FEET SOUTHEAST OF THE SOUTHEASTERN CORNER POST OF AN
 CL1711'OLD WOOD FENCE, 195.2 FEET SOUTH-SOUTHEAST OF A 14 INCH PECAN TREE ON
 CL1711'THE WEST SIDE OF THE ROAD, AND 14 FEET EAST-NORTHEAST OF A WITNESS
 CL1711'POST SET ON THE WEST SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK
 CL1711'STAMPED---017-203 1979, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1711'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1711'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1711'STAMPED---017-203 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1711'APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE GROUND.
 CL1711'
 CL1711'REFERENCE MARK 1 IS LOCATED 16 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL1711'OF THE ROAD, 60.3 FEET SOUTH OF THE OLD WOOD FENCE CORNER, 117.5 FEET
 CL1711'SOUTH-SOUTHEAST OF AN 18 INCH PECAN TREE, AND 3.0 FEET SOUTHWEST OF A
 CL1711'WITNESS POST.  IT IS A STANDARD DISK STAMPED---017-203 1979 RM 1---,
 CL1711'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 CL1711'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1711'
 CL1711'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 CL1711'OF COUNTY ROAD 320, 7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL1711'FIELD ROAD, 140.7 FEET SOUTH-SOUTHWEST OF A 36 INCH OAK TREE ON THE
 CL1711'NORTH SIDE OF COUNTY ROAD 320 AND SOUTHWEST OF A WHITE FRAMED HOUSE,
 CL1711'19.6 FEET SOUTH-SOUTHEAST OF THE WEST END OF AN 18 INCH CONCRETE
 CL1711'CULVERT UNDER THE FIELD ROAD, 24.8 FEET SOUTH-SOUTHWEST OF THE EAST
 CL1711'END OF THE 18 INCH CULVERT, AND 3.1 FEET EAST-NORTHEAST OF A WITNESS
 CL1711'POST.  IT IS A STANDARD DISK STAMPED---017-203 1979 AZ MK---, SET IN
 CL1711'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1711'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1711'
 CL1711'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1711'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1699 ***********************************************************************
 CL1699  DESIGNATION -  BV 017 203 GADT AZ MK
 CL1699  PID         -  CL1699
 CL1699  STATE/COUNTY-  GA/BURKE
 CL1699  USGS QUAD   -  MIDVILLE (1981)
 CL1699
 CL1699                         *CURRENT SURVEY CONTROL
 CL1699  ___________________________________________________________________
 CL1699* NAD 83(1994)-  32 51 43.84517(N)    082 13 43.79065(W)     ADJUSTED  
 CL1699* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL1699  ___________________________________________________________________
 CL1699  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CL1699  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1699
 CL1699  HORZ ORDER  -  SECOND
 CL1699
 CL1699.The horizontal coordinates were established by classical geodetic methods
 CL1699.and adjusted by the National Geodetic Survey in September 1997..
 CL1699
 CL1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1699
 CL1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1699
 CL1699.The geoid height was determined by GEOID03.
 CL1699
 CL1699;                    North         East     Units Scale Factor Converg.
 CL1699;SPC GA E     -   317,319.852   194,182.134   MT  0.99990042   -0 02 01.4
 CL1699;SPC GA E     - 1,041,073.55    637,079.22   sFT  0.99990042   -0 02 01.4
 CL1699;UTM  17      - 3,636,677.363   385,025.961   MT  0.99976299   -0 40 00.7
 CL1699
 CL1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1699!SPC GA E     -   0.99999178  x   0.99990042  =   0.99989220
 CL1699!UTM  17      -   0.99999178  x   0.99976299  =   0.99975477
 CL1699
 CL1699                          SUPERSEDED SURVEY CONTROL
 CL1699
 CL1699  NAD 83(1986)-  32 51 43.84854(N)    082 13 43.78755(W) AD(       ) 2
 CL1699  NAD 27      -  32 51 43.29005(N)    082 13 44.34531(W) AD(       ) 2
 CL1699  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL1699
 CL1699.Superseded values are not recommended for survey control.
 CL1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1699.See file dsdata.txt to determine how the superseded data were derived.
 CL1699
 CL1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8502636677(NAD 83)
 CL1699_MARKER: DD = SURVEY DISK
 CL1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1699+STABILITY: SURFACE MOTION
 CL1699
 CL1699  HISTORY     - Date     Condition        Report By
 CL1699  HISTORY     - 1978     MONUMENTED       GADT
 CL1699
 CL1699                          STATION DESCRIPTION
 CL1699
 CL1699'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1699'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF MIDVILLE, 4
 CL1699'MILES SOUTH-SOUTHEAST OF MAGRUDER, AND 10-1/4 MILES EAST OF WADLEY ON
 CL1699'THE PROPERTY OF MRS. JOHN HARPER.
 CL1699'
 CL1699'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 305 AND STATE
 CL1699'ROUTE 56 IN MIDVILLE, GO NORTH ALONG STATE ROUTE 305 FOR 2.75 MILES TO
 CL1699'THE JUNCTION OF COUNTY ROAD 320 PAVED TO THE RIGHT AND DIRT TO THE
 CL1699'LEFT.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 320 FOR 0.2 MILE
 CL1699'TO THE JUNCTION OF A FIELD TRACK ROAD TO THE RIGHT AND THE STATION ON
 CL1699'THE RIGHT.
 CL1699'
 CL1699'THE STATION IS LOCATED 44 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL1699'COUNTY ROAD 320, 7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE FIELD
 CL1699'ROAD, 140.7 FEET SOUTH-SOUTHWEST OF A 36 INCH OAK TREE ON THE NORTH
 CL1699'SIDE OF COUNTY ROAD 320, 19.6 FEET SOUTH-SOUTHEAST OF THE WEST END OF
 CL1699'AN 18 INCH CONCRETE CULVERT UNDER THE FIELD ROAD, 24.8 FEET
 CL1699'SOUTH-SOUTHWEST OF THE EAST END OF THE CONCRETE CULVERT, AND 3.1 FEET
 CL1699'EAST-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1699'STAMPED---017-203 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1699'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1699'STEEL RODS EMBEDDED.
 CL1699'
 CL1699'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1699'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1712 ***********************************************************************
 CL1712  DESIGNATION -  BV 017 203 GADT RM 1
 CL1712  PID         -  CL1712
 CL1712  STATE/COUNTY-  GA/BURKE
 CL1712  USGS QUAD   -  MIDVILLE (1981)
 CL1712
 CL1712                         *CURRENT SURVEY CONTROL
 CL1712  ___________________________________________________________________
 CL1712* NAD 83(1994)-  32 51 32.23171(N)    082 13 38.41965(W)     ADJUSTED  
 CL1712* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL1712  ___________________________________________________________________
 CL1712  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CL1712  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1712
 CL1712  HORZ ORDER  -  SECOND
 CL1712
 CL1712.The horizontal coordinates were established by classical geodetic methods
 CL1712.and adjusted by the National Geodetic Survey in September 1997..
 CL1712
 CL1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1712
 CL1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1712
 CL1712.The geoid height was determined by GEOID03.
 CL1712
 CL1712;                    North         East     Units Scale Factor Converg.
 CL1712;SPC GA E     -   316,962.041   194,321.558   MT  0.99990040   -0 01 58.5
 CL1712;SPC GA E     - 1,039,899.63    637,536.64   sFT  0.99990040   -0 01 58.5
 CL1712;UTM  17      - 3,636,318.083   385,161.404   MT  0.99976261   -0 39 57.6
 CL1712
 CL1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1712!SPC GA E     -   0.99999209  x   0.99990040  =   0.99989249
 CL1712!UTM  17      -   0.99999209  x   0.99976261  =   0.99975470
 CL1712
 CL1712                          SUPERSEDED SURVEY CONTROL
 CL1712
 CL1712  NAD 83(1986)-  32 51 32.23513(N)    082 13 38.41659(W) AD(       ) 2
 CL1712  NAD 27      -  32 51 31.67631(N)    082 13 38.97443(W) AD(       ) 2
 CL1712  NGVD 29 (07/19/86)   80.     (m)          262.     (f) VERT ANG       
 CL1712
 CL1712.Superseded values are not recommended for survey control.
 CL1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1712.See file dsdata.txt to determine how the superseded data were derived.
 CL1712
 CL1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8516136318(NAD 83)
 CL1712_MARKER: DD = SURVEY DISK
 CL1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1712+STABILITY: SURFACE MOTION
 CL1712
 CL1712  HISTORY     - Date     Condition        Report By
 CL1712  HISTORY     - 1978     MONUMENTED       GADT
 CL1712
 CL1712                          STATION DESCRIPTION
 CL1712
 CL1712'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1712'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF MIDVILLE,
 CL1712'4-1/4 MILES SOUTH OF MAGRUDER, AND 10-1/4 MILES EAST OF WADLEY ON THE
 CL1712'PROPERTY OF MRS. JOHN HARPER, MIDVILLE.  TELEPHONE (912) 589-7831 OR
 CL1712'(404) 865-4143.  CONTACT MRS. HARPER BEFORE VISITING THE STATION.
 CL1712'
 CL1712'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 305 AND STATE
 CL1712'ROUTE 56 IN MIDVILLE, GO NORTH ALONG STATE ROUTE 305 FOR 2.75 MILES TO
 CL1712'THE JUNCTION OF COUNTY ROAD 320 PAVED TO THE RIGHT AND DIRT TO THE
 CL1712'LEFT.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 320 FOR 0.2 MILE
 CL1712'TO THE JUNCTION OF A FIELD TRACK ROAD TO THE RIGHT.  TURN RIGHT GOING
 CL1712'SOUTH ALONG THE FIELD ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL1712'
 CL1712'THE STATION IS LOCATED 16 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL1712'ROAD, 60.3 FEET SOUTH OF THE SOUTHEASTERN CORNER POST OF AN OLD WOOD
 CL1712'FENCE, 117.5 FEET SOUTH-SOUTHEAST OF AN 18 INCH PECAN TREE, AND 3.0
 CL1712'FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1712'STAMPED---017-203 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1712'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CL1712'WITH STEEL RODS EMBEDDED.
 CL1712'
 CL1712'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1712'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1724 ***********************************************************************
 CL1724  DESIGNATION -  BV 017 204
 CL1724  PID         -  CL1724
 CL1724  STATE/COUNTY-  GA/BURKE
 CL1724  USGS QUAD   -  SCOTTS CORNER (1974)
 CL1724
 CL1724                         *CURRENT SURVEY CONTROL
 CL1724  ___________________________________________________________________
 CL1724* NAD 83(1994)-  32 56 29.25918(N)    082 08 54.75104(W)     ADJUSTED  
 CL1724* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1724  ___________________________________________________________________
 CL1724  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 CL1724  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CL1724
 CL1724  HORZ ORDER  -  SECOND
 CL1724
 CL1724.The horizontal coordinates were established by classical geodetic methods
 CL1724.and adjusted by the National Geodetic Survey in September 1997..
 CL1724
 CL1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1724
 CL1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1724
 CL1724.The geoid height was determined by GEOID03.
 CL1724
 CL1724;                    North         East     Units Scale Factor Converg.
 CL1724;SPC GA E     -   326,109.958   201,694.761   MT  0.99990004   +0 00 35.5
 CL1724;SPC GA E     - 1,069,912.42    661,726.90   sFT  0.99990004   +0 00 35.5
 CL1724;UTM  17      - 3,645,382.544   392,634.238   MT  0.99974213   -0 37 28.6
 CL1724
 CL1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1724!SPC GA E     -   0.99999165  x   0.99990004  =   0.99989170
 CL1724!UTM  17      -   0.99999165  x   0.99974213  =   0.99973379
 CL1724
 CL1724:                Primary Azimuth Mark                     Grid Az
 CL1724:SPC GA E     -  BV 017 204 GADT AZ MK                    047 16 38.5
 CL1724:UTM  17      -  BV 017 204 GADT AZ MK                    047 54 42.6
 CL1724
 CL1724|---------------------------------------------------------------------|
 CL1724| PID    Reference Object                     Distance      Geod. Az  |
 CL1724|                                                           dddmmss.s |
 CL1724| CL1714 BV 017 204 GADT AZ MK               APPROX. 2.0 KM 0471714.0 |
 CL1724| CL1723 BV 017 204 GADT AZ TPT               10.211 METERS 04737     |
 CL1724| CY7267 BV 017 204 RM 1                      10.473 METERS 11359     |
 CL1724| CL1715 BV 017 204 GADT TPT                  15.316 METERS 21604     |
 CL1724|---------------------------------------------------------------------|
 CL1724
 CL1724                          SUPERSEDED SURVEY CONTROL
 CL1724
 CL1724  NAD 83(1986)-  32 56 29.26258(N)    082 08 54.74652(W) AD(       ) 2
 CL1724  NAD 27      -  32 56 28.71289(N)    082 08 55.31281(W) AD(       ) 2
 CL1724  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1724
 CL1724.Superseded values are not recommended for survey control.
 CL1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1724.See file dsdata.txt to determine how the superseded data were derived.
 CL1724
 CL1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9263445383(NAD 83)
 CL1724_MARKER: DD = SURVEY DISK
 CL1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1724
 CL1724  HISTORY     - Date     Condition        Report By
 CL1724  HISTORY     - 1979     MONUMENTED       GADT
 CL1724
 CL1724                          STATION DESCRIPTION
 CL1724
 CL1724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1724'THE STATION IS LOCATED APPROXIMATELY 10 MILES NORTHEAST OF MIDVILLE,
 CL1724'15 MILES NORTHWEST OF MILLEN, AND 15 MILES WEST-NORTHWEST OF
 CL1724'LOUISVILLE ON THE PROPERTY OF MR. HARLIN MILO HEGE.
 CL1724'
 CL1724'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 305 AND 56 IN
 CL1724'MIDVILLE, GO NORTHEASTERLY ALONG STATE ROUTE 56 FOR 3.6 MILES TO THE
 CL1724'JUNCTION OF PAVED COUNTY ROAD 320 CROSSING.  CONTINUE GOING
 CL1724'NORTHEASTERLY ALONG STATE ROUTE 56 FOR 3.1 MILES TO THE JUNCTION OF
 CL1724'PAVED COUNTY ROAD 91114 CROSSING.  CONTINUE GOING NORTHEASTERLY ALONG
 CL1724'STATE ROUTE 56 FOR 2.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 297
 CL1724'CROSSING.  CONTINUE GOING NORTHEAST ALONG STATE ROUTE 56 FOR 0.95 MILE
 CL1724'TO THE JUNCTION OF A DIRT FIELD ROAD TO THE LEFT (THE PROPERTY OWNERS
 CL1724'REDISENCE IS 0.1 MI SOUTH ON THE WEST SIDE OF STATE ROUTE 56).  TURN
 CL1724'LEFT GOING NORTHWEST ALONG THE FIELD ROAD FOR 0.20 MILE TO THE STATION
 CL1724'AND A SILAGE PIT PARALELL TO THE ROAD ON THE LEFT.
 CL1724'
 CL1724'THE STATION IS LOCATED BETWEEN THE FENCE AND THE SILAGE PIT 19 FEET
 CL1724'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 337.7 FEET
 CL1724'WEST-NORTHWEST OF AN UNDERGROUND TRANSCONTINENTAL TELEPHONE CABLE
 CL1724'MARKER POLE NUMBER 325 ON THE WEST SIDE OF THE FIELD ROAD,
 CL1724'311.6 FEET NORTH-NORTHWEST OF A SILO INPUT PIPE ON
 CL1724'THE NORTHWEST SIDE OF THE NORTHWESTERNMOST ONE OF TWO SILOS AT A
 CL1724'CATTLE FEEDING SHED, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS
 CL1724'A STANDARD BRASS DISK STAMPED---017-204 1979---, SET IN THE TOP OF
 CL1724'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1724'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL1724'STANDARD DISK STAMPED---017-204 1979---, SET IN AN IRREGULAR MASS OF
 CL1724'CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 CL1724'
 CL1724'REFERENCE MARK 1 IS LOCATED 18.5 FEET SOUTH-SOUTHWEST OF THE
 CL1724'CENTERLINE OF THE ROAD, 304.0 FEET WEST-NORTHWEST OF THE UNDERGROUND
 CL1724'TRANSCONTINENTAL TELEPHONE CABLE MARKER POLE, 286.6 FEET
 CL1724'NORTH-NORTHWEST OF THE SILO INPUT PIPE, AND 2.8 FEET WEST
 CL1724'OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1724'STAMPED---017-204 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1724'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1724'STEEL RODS EMBEDDED.
 CL1724'
 CL1724'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 56 AND THE
 CL1724'FIELD ROAD, GO NORTH ALONG STATE ROUTE 56 FOR 1.25 MILES TO THE
 CL1724'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 18 FEET SOUTHEAST OF THE
 CL1724'CENTERLINE OF THE HIGHWAY, 223.4 FEET NORTHEAST OF THE SOUTHEAST END
 CL1724'OF AN 18 INCH CORRUGATED METAL CROSSDRAIN PIPE, 221.4 FEET NORTHEAST
 CL1724'OF THE NORTHWEST END OF THE 18 INCH CROSSDRAIN PIPE, AND 3.0 FEET
 CL1724'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1724'STAMPED---017-204 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1724'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1724'STEEL RODS EMBEDDED.  THE MARK IS ON STATE RIGHT OF WAY.
 CL1724'
 CL1724'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1724'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1714 ***********************************************************************
 CL1714  DESIGNATION -  BV 017 204 GADT AZ MK
 CL1714  PID         -  CL1714
 CL1714  STATE/COUNTY-  GA/BURKE
 CL1714  USGS QUAD   -  SCOTTS CORNER (1974)
 CL1714
 CL1714                         *CURRENT SURVEY CONTROL
 CL1714  ___________________________________________________________________
 CL1714* NAD 83(1994)-  32 57 13.50021(N)    082 07 57.90560(W)     ADJUSTED  
 CL1714* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL1714  ___________________________________________________________________
 CL1714  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 CL1714  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CL1714
 CL1714  HORZ ORDER  -  SECOND
 CL1714
 CL1714.The horizontal coordinates were established by classical geodetic methods
 CL1714.and adjusted by the National Geodetic Survey in September 1997..
 CL1714
 CL1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1714
 CL1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1714
 CL1714.The geoid height was determined by GEOID03.
 CL1714
 CL1714;                    North         East     Units Scale Factor Converg.
 CL1714;SPC GA E     -   327,473.100   203,170.812   MT  0.99990012   +0 01 06.4
 CL1714;SPC GA E     - 1,074,384.66    666,569.57   sFT  0.99990012   +0 01 06.4
 CL1714;UTM  17      - 3,646,729.038   394,125.057   MT  0.99973821   -0 36 58.4
 CL1714
 CL1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1714!SPC GA E     -   0.99999339  x   0.99990012  =   0.99989351
 CL1714!UTM  17      -   0.99999339  x   0.99973821  =   0.99973160
 CL1714
 CL1714                          SUPERSEDED SURVEY CONTROL
 CL1714
 CL1714  NAD 83(1986)-  32 57 13.50353(N)    082 07 57.90105(W) AD(       ) 2
 CL1714  NAD 27      -  32 57 12.95519(N)    082 07 58.46915(W) AD(       ) 2
 CL1714  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 CL1714
 CL1714.Superseded values are not recommended for survey control.
 CL1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1714.See file dsdata.txt to determine how the superseded data were derived.
 CL1714
 CL1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9412546729(NAD 83)
 CL1714_MARKER: DD = SURVEY DISK
 CL1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1714+STABILITY: SURFACE MOTION
 CL1714
 CL1714  HISTORY     - Date     Condition        Report By
 CL1714  HISTORY     - 1979     MONUMENTED       GADT
 CL1714
 CL1714                          STATION DESCRIPTION
 CL1714
 CL1714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1714'THE STATION IS LOCATED APPROXIMATELY 10 MILES NORTHEAST OF MIDVILLE,
 CL1714'15 MILES NORTHWEST OF MILLEN, AND 15 MILES WEST-NORTHWEST OF
 CL1714'LOUISVILLE ON STATE RIGHT OF WAY.
 CL1714'
 CL1714'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 305 AND 56 IN
 CL1714'MIDVILLE, GO NORTHEASTERLY ALONG STATE ROUTE 56 FOR 3.6 MILES TO THE
 CL1714'JUNCTION OF PAVED COUNTY ROAD 320 CROSSING.  CONTINUE GOING
 CL1714'NORTHEASTERLY ALONG STATE ROUTE 56 FOR 3.1 MILES TO THE JUNCTION OF
 CL1714'PAVED COUNTY ROAD 91114 CROSSING.  CONTINUE GOING NORTHEASTERLY ALONG
 CL1714'STATE ROUTE 56 FOR 2.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 297
 CL1714'CROSSING.  CONTINUE GOING NORTHEAST ALONG STATE ROUTE 56 FOR 2.2 MILES
 CL1714'TO THE STATION ON THE RIGHT.
 CL1714'
 CL1714'THE STATION IS LOCATED 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL1714'HIGHWAY, 223.4 FEET NORTHEAST OF THE SOUTHEAST END OF AN 18 INCH
 CL1714'CORRUGATED METAL CROSS DRAIN PIPE, 221.4 FEET NORTHEAST OF THE
 CL1714'NORTHWEST END OF THE 18 INCH CROSS DRAIN PIPE, AND 3.0 FEET NORTHWEST
 CL1714'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---017-204 1979
 CL1714'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1714'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1714'
 CL1714'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1714'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1708 ***********************************************************************
 CL1708  DESIGNATION -  BV 017 205 GADT
 CL1708  PID         -  CL1708
 CL1708  STATE/COUNTY-  GA/BURKE
 CL1708  USGS QUAD   -  MIDVILLE (1981)
 CL1708
 CL1708                         *CURRENT SURVEY CONTROL
 CL1708  ___________________________________________________________________
 CL1708* NAD 83(1994)-  32 49 58.87188(N)    082 10 03.71255(W)     ADJUSTED  
 CL1708* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL1708  ___________________________________________________________________
 CL1708  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CL1708  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL1708
 CL1708  HORZ ORDER  -  SECOND
 CL1708
 CL1708.The horizontal coordinates were established by classical geodetic methods
 CL1708.and adjusted by the National Geodetic Survey in September 1997..
 CL1708
 CL1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1708
 CL1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1708
 CL1708.The geoid height was determined by GEOID03.
 CL1708
 CL1708;                    North         East     Units Scale Factor Converg.
 CL1708;SPC GA E     -   314,084.652   199,903.454   MT  0.99990000   -0 00 02.0
 CL1708;SPC GA E     - 1,030,459.40    655,849.92   sFT  0.99990000   -0 00 02.0
 CL1708;UTM  17      - 3,633,379.644   390,710.372   MT  0.99974728   -0 37 59.4
 CL1708
 CL1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1708!SPC GA E     -   0.99999431  x   0.99990000  =   0.99989431
 CL1708!UTM  17      -   0.99999431  x   0.99974728  =   0.99974159
 CL1708
 CL1708|---------------------------------------------------------------------|
 CL1708| PID    Reference Object                     Distance      Geod. Az  |
 CL1708|                                                           dddmmss.s |
 CL1708| CL1696 BV 017 205 GADT RM 1                 14.518 METERS 00104     |
 CL1708| CL1707 BV 017 205 GADT AZ TPT                7.500 METERS 16706     |
 CL1708| CL1692 BV 017 205 GADT AZ MK               453.642 METERS 1671158.5 |
 CL1708|---------------------------------------------------------------------|
 CL1708
 CL1708                          SUPERSEDED SURVEY CONTROL
 CL1708
 CL1708  NAD 83(1986)-  32 49 58.87527(N)    082 10 03.70891(W) AD(       ) 2
 CL1708  NAD 27      -  32 49 58.31442(N)    082 10 04.27191(W) AD(       ) 2
 CL1708  NGVD 29 (07/19/86)   66.     (m)          217.     (f) VERT ANG       
 CL1708
 CL1708.Superseded values are not recommended for survey control.
 CL1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1708.See file dsdata.txt to determine how the superseded data were derived.
 CL1708
 CL1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9071033380(NAD 83)
 CL1708_MARKER: DD = SURVEY DISK
 CL1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1708+STABILITY: SURFACE MOTION
 CL1708
 CL1708  HISTORY     - Date     Condition        Report By
 CL1708  HISTORY     - 1979     MONUMENTED       GADT
 CL1708
 CL1708                          STATION DESCRIPTION
 CL1708
 CL1708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1708'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF MIDVILLE, 8-3/4
 CL1708'MILES NORTHEAST OF SUMMERTOWN, AND 13 MILES WEST OF MILLEN ON COUNTY
 CL1708'RIGHT OF WAY.
 CL1708'
 CL1708'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND 56 IN
 CL1708'MIDVILLE, GO EAST ALONG STATE ROUTE 17 FOR 4.1 MILES TO THE JUNCTION
 CL1708'OF PAVED COUNTY ROAD 320 TO THE LEFT.  TURN LEFT GOING NORTH ALONG
 CL1708'COUNTY ROAD 320 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL1708'CONTINUE NORTH ALONG COUNTY ROAD 320 FOR 0.3 MILE TO THE STATION ON
 CL1708'THE LEFT.
 CL1708'
 CL1708'THE STATION IS LOCATED 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL1708'114.0 FEET SOUTHWEST OF A 36 INCH OAK TREE ON THE WEST SIDE OF THE
 CL1708'ROAD, 42.0 FEET NORTHWEST OF A POWER POLE ON THE WEST SIDE OF THE
 CL1708'ROAD, 291.6 FEET NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL1708'OF COUNTY ROAD 320 AND A PAVED DRIVEWAY TO THE
 CL1708'EAST, AND 2.9 FEET EAST OF A WITNESS POST SET AT A
 CL1708'FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1708'STAMPED---017-205 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1708'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1708'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1708'STAMPED---017-205 1979---, SET IN AN IRREGULAR MASS OF CONCRETE 0.76
 CL1708'METER BELOW THE SURFACE OF THE GROUND.
 CL1708'
 CL1708'REFERENCE MARK 1 IS LOCATED 31 FEET WEST OF THE CENTERLINE OF COUNTY
 CL1708'ROAD 320, 93.7 FEET WEST OF THE 36 INCH OAK TREE, 121.6 FEET NORTHEAST
 CL1708'OF THE POWER POLE, 11.0 FEET EAST OF THE FENCELINE, AND 3.0 FEET EAST
 CL1708'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---017-205 1979
 CL1708'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1708'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1708'
 CL1708'THE AZIMUTH MARK IS LOCATED 37.5 FEET EAST OF THE CENTERLINE OF THE
 CL1708'ROAD, 263.6 FEET SOUTH OF A POWER POLE, 109.6 FEET WEST OF A 40 INCH
 CL1708'OAK TREE, 110.0 FEET NORTH OF A POWER POLE WITH TRANSFORMER, 25.3 FEET
 CL1708'NORTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE
 CL1708'UNDER A FIELD ACCESS ROAD TO THE EAST, AND 2.7 FEET EAST OF A WITNESS
 CL1708'POST.  IT IS A STANDARD DISK STAMPED---017-205 1979 AZ MK---, SET IN
 CL1708'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1708'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1708'
 CL1708'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1708'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1692 ***********************************************************************
 CL1692  DESIGNATION -  BV 017 205 GADT AZ MK
 CL1692  PID         -  CL1692
 CL1692  STATE/COUNTY-  GA/BURKE
 CL1692  USGS QUAD   -  MIDVILLE (1981)
 CL1692
 CL1692                         *CURRENT SURVEY CONTROL
 CL1692  ___________________________________________________________________
 CL1692* NAD 83(1994)-  32 49 44.51205(N)    082 09 59.84826(W)     ADJUSTED  
 CL1692* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 CL1692  ___________________________________________________________________
 CL1692  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CL1692  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL1692
 CL1692  HORZ ORDER  -  SECOND
 CL1692
 CL1692.The horizontal coordinates were established by classical geodetic methods
 CL1692.and adjusted by the National Geodetic Survey in September 1997..
 CL1692
 CL1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1692
 CL1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1692
 CL1692.The geoid height was determined by GEOID03.
 CL1692
 CL1692;                    North         East     Units Scale Factor Converg.
 CL1692;SPC GA E     -   313,642.327   200,003.946   MT  0.99990000   +0 00 00.1
 CL1692;SPC GA E     - 1,029,008.20    656,179.61   sFT  0.99990000   +0 00 00.1
 CL1692;UTM  17      - 3,632,936.305   390,805.961   MT  0.99974702   -0 37 57.1
 CL1692
 CL1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1692!SPC GA E     -   0.99999478  x   0.99990000  =   0.99989478
 CL1692!UTM  17      -   0.99999478  x   0.99974702  =   0.99974180
 CL1692
 CL1692                          SUPERSEDED SURVEY CONTROL
 CL1692
 CL1692  NAD 83(1986)-  32 49 44.51546(N)    082 09 59.84463(W) AD(       ) 2
 CL1692  NAD 27      -  32 49 43.95424(N)    082 10 00.40766(W) AD(       ) 2
 CL1692  NGVD 29 (07/19/86)   63.     (m)          207.     (f) VERT ANG       
 CL1692
 CL1692.Superseded values are not recommended for survey control.
 CL1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1692.See file dsdata.txt to determine how the superseded data were derived.
 CL1692
 CL1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9080632936(NAD 83)
 CL1692_MARKER: DD = SURVEY DISK
 CL1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1692+STABILITY: SURFACE MOTION
 CL1692
 CL1692  HISTORY     - Date     Condition        Report By
 CL1692  HISTORY     - 1979     MONUMENTED       GADT
 CL1692
 CL1692                          STATION DESCRIPTION
 CL1692
 CL1692'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1692'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF MIDVILLE, 8-3/4
 CL1692'MILES NORTHEAST OF SUMMERTOWN, AND 13 MILES WEST OF MILLEN ON COUNTY
 CL1692'RIGHT OF WAY.
 CL1692'
 CL1692'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND 56 IN
 CL1692'MIDVILLE, GO EAST ALONG STATE ROUTE 17 FOR 4.1 MILES TO THE JUNCTION
 CL1692'OF PAVED COUNTY ROAD 320 TO THE LEFT.  TURN LEFT GOING NORTH ALONG
 CL1692'COUNTY ROAD 320 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL1692'
 CL1692'THE STATION IS LOCATED 37.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL1692'320, 110.0 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 25.3 FEET
 CL1692'NORTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE DRAIN PIPE
 CL1692'UNDER A FIELD ROAD TO THE EAST, AND 2.7 FEET EAST OF A WITNESS
 CL1692'POST.  IT IS A STANDARD BRASS DISK STAMPED---017-205 1979 AZ MK---,
 CL1692'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1692'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1692'
 CL1692'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1692'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1696 ***********************************************************************
 CL1696  DESIGNATION -  BV 017 205 GADT RM 1
 CL1696  PID         -  CL1696
 CL1696  STATE/COUNTY-  GA/BURKE
 CL1696  USGS QUAD   -  MIDVILLE (1981)
 CL1696
 CL1696                         *CURRENT SURVEY CONTROL
 CL1696  ___________________________________________________________________
 CL1696* NAD 83(1994)-  32 49 59.34307(N)    082 10 03.70223(W)     ADJUSTED  
 CL1696* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL1696  ___________________________________________________________________
 CL1696  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CL1696  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL1696
 CL1696  HORZ ORDER  -  SECOND
 CL1696
 CL1696.The horizontal coordinates were established by classical geodetic methods
 CL1696.and adjusted by the National Geodetic Survey in September 1997..
 CL1696
 CL1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1696
 CL1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1696
 CL1696.The geoid height was determined by GEOID03.
 CL1696
 CL1696;                    North         East     Units Scale Factor Converg.
 CL1696;SPC GA E     -   314,099.166   199,903.722   MT  0.99990000   -0 00 02.0
 CL1696;SPC GA E     - 1,030,507.01    655,850.79   sFT  0.99990000   -0 00 02.0
 CL1696;UTM  17      - 3,633,394.152   390,710.801   MT  0.99974727   -0 37 59.5
 CL1696
 CL1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1696!SPC GA E     -   0.99999431  x   0.99990000  =   0.99989431
 CL1696!UTM  17      -   0.99999431  x   0.99974727  =   0.99974158
 CL1696
 CL1696                          SUPERSEDED SURVEY CONTROL
 CL1696
 CL1696  NAD 83(1986)-  32 49 59.34646(N)    082 10 03.69858(W) AD(       ) 2
 CL1696  NAD 27      -  32 49 58.78563(N)    082 10 04.26158(W) AD(       ) 2
 CL1696  NGVD 29 (07/19/86)   66.     (m)          217.     (f) VERT ANG       
 CL1696
 CL1696.Superseded values are not recommended for survey control.
 CL1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1696.See file dsdata.txt to determine how the superseded data were derived.
 CL1696
 CL1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9071133394(NAD 83)
 CL1696_MARKER: DD = SURVEY DISK
 CL1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1696+STABILITY: SURFACE MOTION
 CL1696
 CL1696  HISTORY     - Date     Condition        Report By
 CL1696  HISTORY     - 1979     MONUMENTED       GADT
 CL1696
 CL1696                          STATION DESCRIPTION
 CL1696
 CL1696'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1696'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF MIDVILLE, 8-3/4
 CL1696'MILES NORTHEAST OF SUMMERTOWN, AND 13 MILES WEST OF MILLEN ON COUNTY
 CL1696'RIGHT OF WAY.
 CL1696'
 CL1696'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND 56 IN
 CL1696'MIDVILLE, GO EAST ALONG STATE ROUTE 17 FOR 4.1 MILES TO THE JUNCTION
 CL1696'OF PAVED COUNTY ROAD 320 TO THE LEFT.  TURN LEFT GOING NORTH ALONG
 CL1696'COUNTY ROAD 320 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CL1696'
 CL1696'THE STATION IS LOCATED 31 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CL1696'320, 93.7 FEET WEST OF A 36 INCH OAK TREE ON THE WEST SIDE OF THE
 CL1696'ROAD, 121.6 FEET NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 CL1696'ROAD, 11.0 FEET EAST OF A FENCELINE, AND 3.0 FEET EAST OF A WITNESS
 CL1696'POST.  IT IS A STANDARD BRASS DISK STAMPED---017-205 1979 RM 1---, SET
 CL1696'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1696'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1696'
 CL1696'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1696'FROM--GENERAL HIGHWAY MAP BURKE COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2277 ***********************************************************************
 DE2277  DESIGNATION -  BV 017 206 GADT
 DE2277  PID         -  DE2277
 DE2277  STATE/COUNTY-  GA/BURKE
 DE2277  USGS QUAD   -  MC BEAN (1980)
 DE2277
 DE2277                         *CURRENT SURVEY CONTROL
 DE2277  ___________________________________________________________________
 DE2277* NAD 83(1994)-  33 14 15.52227(N)    081 54 11.66505(W)     ADJUSTED  
 DE2277* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 DE2277  ___________________________________________________________________
 DE2277  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DE2277  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 DE2277
 DE2277  HORZ ORDER  -  SECOND
 DE2277
 DE2277.The horizontal coordinates were established by classical geodetic methods
 DE2277.and adjusted by the National Geodetic Survey in September 1997..
 DE2277
 DE2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2277
 DE2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2277
 DE2277.The geoid height was determined by GEOID03.
 DE2277
 DE2277;                    North         East     Units Scale Factor Converg.
 DE2277;SPC GA E     -   358,986.080   224,549.413   MT  0.99990743   +0 08 39.8
 DE2277;SPC GA E     - 1,177,773.50    736,709.20   sFT  0.99990743   +0 08 39.8
 DE2277;UTM  17      - 3,677,996.386   415,848.579   MT  0.99968731   -0 29 42.4
 DE2277
 DE2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2277!SPC GA E     -   0.99999079  x   0.99990743  =   0.99989822
 DE2277!UTM  17      -   0.99999079  x   0.99968731  =   0.99967810
 DE2277
 DE2277:                Primary Azimuth Mark                     Grid Az
 DE2277:SPC GA E     -  BV 017 206 GADT AZ MK                    087 42 42.4
 DE2277:UTM  17      -  BV 017 206 GADT AZ MK                    088 21 04.6
 DE2277
 DE2277|---------------------------------------------------------------------|
 DE2277| PID    Reference Object                     Distance      Geod. Az  |
 DE2277|                                                           dddmmss.s |
 DE2277| DE2274 BV 017 206 GADT AZ MK               APPROX. 0.9 KM 0875122.2 |
 DE2277| DE2276 BV 017 206 GADT RM 1                 21.626 METERS 16932     |
 DE2277|---------------------------------------------------------------------|
 DE2277
 DE2277                          SUPERSEDED SURVEY CONTROL
 DE2277
 DE2277  NAD 83(1986)-  33 14 15.52716(N)    081 54 11.65991(W) AD(       ) 2
 DE2277  NAD 27      -  33 14 15.01257(N)    081 54 12.24606(W) AD(       ) 2
 DE2277  NGVD 29 (07/19/86)   89.3    (m)          293.     (f) VERT ANG       
 DE2277
 DE2277.Superseded values are not recommended for survey control.
 DE2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2277.See file dsdata.txt to determine how the superseded data were derived.
 DE2277
 DE2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1584977996(NAD 83)
 DE2277_MARKER: DD = SURVEY DISK
 DE2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2277+STABILITY: SURFACE MOTION
 DE2277
 DE2277  HISTORY     - Date     Condition        Report By
 DE2277  HISTORY     - 1980     MONUMENTED       GADT
 DE2277
 DE2277                          STATION DESCRIPTION
 DE2277
 DE2277'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2277'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHWEST OF
 DE2277'JACKSON, SOUTH CAROLINA, 19.2 KM (12 MI) NORTHEAST OF
 DE2277'WAYNESBORO, AND 19.8 KM (12-1/4 MI) WEST-SOUTHWEST OF HEPHZIBAH.
 DE2277'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2277'
 DE2277'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 DE2277'ROUTE 56 CONNECTOR APPROXIMATELY 0.4 KM (0.25 MI) SOUTH OF THE
 DE2277'COMMUNITY OF MCBEAN, GO EAST ALONG STATE ROUTE 56 CONNECTOR FOR 3.
 DE2277'3 KM (2.05 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 41 FORKING TO
 DE2277'THE RIGHT.  CONTINUE EAST ALONG STATE ROUTE 56 CONNECTOR FOR 0.8 KM
 DE2277'(0.5 MI) TO THE STATION ON THE LEFT.
 DE2277'
 DE2277'THE STATION IS A STANDARD GADT DISK
 DE2277'STAMPED---017-206 1980---,
 DE2277'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2277'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2277'10.97 METERS (36.00 FT) NORTH FROM THE CENTERLINE OF STATE ROUTE
 DE2277'56 CONNECTOR,
 DE2277'12.04 METERS (39.50 FT) SOUTH-SOUTHWEST FROM A 14 INCH PINE TREE
 DE2277'INSIDE THE FENCE,
 DE2277'8.66 METERS (28.40 FT) WEST FROM THE GAP FENCE POST TO THE WEST
 DE2277'OF THE DIRT DRIVE,
 DE2277'4.15 METERS (13.60 FT) WEST FROM ANOTHER 14 INCH PINE TREE, AND
 DE2277'1.25 METERS (4.100 FT) SOUTH FROM A WITNESS POST AT THE FENCE
 DE2277'LINE.
 DE2277'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2277'STAMPED---017-206 1980---,
 DE2277'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2277'
 DE2277'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2277'STAMPED---017-206 1980 RM 1---,
 DE2277'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2277'FLUSH WITH GROUND.  IT IS LOCATED
 DE2277'10.67 METERS (35.00 FT) SOUTH FROM THE CENTERLINE OF STATE ROUTE
 DE2277'56 CONNECTOR,
 DE2277'21.7 METERS (71.20 FT) SOUTH-SOUTHWEST FROM THE 14 INCH PINE TREE
 DE2277'TO THE NORTH OF STATE ROUTE 56 CONNECTOR,
 DE2277'51.0 METERS (167.4 FT) WEST FROM A POWER POLE, AND
 DE2277'1.13 METERS (3.700 FT) NORTH FROM A WITNESS POST.
 DE2277'MARK IS ABOVE STATION 0.200 METERS.
 DE2277'
 DE2277'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2277'STAMPED---017-206 1980 AZ MK---,
 DE2277'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2277'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2277'11.52 METERS (37.80 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2277'STATE ROUTE 56 CONNECTOR,
 DE2277'24.78 METERS (81.60 FT) SOUTHWEST FROM A POWER POLE TO THE NORTH
 DE2277'OF STATE ROUTE 56 CONNECTOOR,
 DE2277'2.53 METERS (8.300 FT) SOUTH-SOUTHEAST FROM THE EAST END OF AN 18
 DE2277'INCH SIDE DRAIN PIPE (CONCRETE) UNDER A DRIVEWAY TO THE SOUTH,
 DE2277'5.18 METERS (17.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DE2277'DIRT DRIVEWAY, AND
 DE2277'1.01 METERS (3.300 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2277'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG STATE
 DE2277'ROUTE 56 CONNECTOR FOR 1.0 KM (0.6 MI) TO THE AZIMUTH MARK
 DE2277'ON THE RIGHT.
 DE2277'
 DE2277'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2277'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2277'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2274 ***********************************************************************
 DE2274  DESIGNATION -  BV 017 206 GADT AZ MK
 DE2274  PID         -  DE2274
 DE2274  STATE/COUNTY-  GA/BURKE
 DE2274  USGS QUAD   -  MC BEAN (1980)
 DE2274
 DE2274                         *CURRENT SURVEY CONTROL
 DE2274  ___________________________________________________________________
 DE2274* NAD 83(1994)-  33 14 16.65634(N)    081 53 35.56823(W)     ADJUSTED  
 DE2274* NAVD 88     -        80.2    (meters)     263.     (feet)  VERTCON   
 DE2274  ___________________________________________________________________
 DE2274  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DE2274  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DE2274
 DE2274  HORZ ORDER  -  SECOND
 DE2274
 DE2274.The horizontal coordinates were established by classical geodetic methods
 DE2274.and adjusted by the National Geodetic Survey in September 1997..
 DE2274
 DE2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2274
 DE2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2274
 DE2274.The geoid height was determined by GEOID03.
 DE2274
 DE2274;                    North         East     Units Scale Factor Converg.
 DE2274;SPC GA E     -   359,023.415   225,483.757   MT  0.99990800   +0 08 59.6
 DE2274;SPC GA E     - 1,177,895.99    739,774.63   sFT  0.99990800   +0 08 59.6
 DE2274;UTM  17      - 3,678,023.284   416,783.075   MT  0.99968538   -0 29 22.6
 DE2274
 DE2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2274!SPC GA E     -   0.99999219  x   0.99990800  =   0.99990019
 DE2274!UTM  17      -   0.99999219  x   0.99968538  =   0.99967757
 DE2274
 DE2274                          SUPERSEDED SURVEY CONTROL
 DE2274
 DE2274  NAD 83(1986)-  33 14 16.66124(N)    081 53 35.56311(W) AD(       ) 2
 DE2274  NAD 27      -  33 14 16.14693(N)    081 53 36.15029(W) AD(       ) 2
 DE2274  NGVD 29 (07/19/86)   80.4    (m)          264.     (f) VERT ANG       
 DE2274
 DE2274.Superseded values are not recommended for survey control.
 DE2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2274.See file dsdata.txt to determine how the superseded data were derived.
 DE2274
 DE2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1678378023(NAD 83)
 DE2274_MARKER: DD = SURVEY DISK
 DE2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2274+STABILITY: SURFACE MOTION
 DE2274
 DE2274  HISTORY     - Date     Condition        Report By
 DE2274  HISTORY     - 1980     MONUMENTED       GADT
 DE2274
 DE2274                          STATION DESCRIPTION
 DE2274
 DE2274'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2274'THE STATION IS LOCATED ABOUT 14 KM (8-3/4 MI) SOUTHWEST OF JACKSON
 DE2274'SOUTH CAROLINA, 20.2 KM (12-1/2 MI) NORTHEAST OF WAYNESBORO, AND
 DE2274'20.5 KM (12-3/4 MI) WEST-SOUTHWEST OF HEPHZIBAH.
 DE2274'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2274'
 DE2274'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 DE2274'ROUTE 56 CONNECTOR APPROXIMATELY 0.4 KM (0.25 MI) SOUTH OF THE
 DE2274'COMMUNITY OF MCBEAN, GO EAST ALONG STATE ROUTE 56 CONNECTOR FOR 3.
 DE2274'3 KM (2.05 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 41
 DE2274'FORKING TO THE RIGHT.  CONTINUE EAST ALONG STATE ROUTE
 DE2274'56 CONNECTOR FOR 1.8 KM (1.1 MI) TO THE STATION ON THE RIGHT.
 DE2274'
 DE2274'THE STATION IS A STANDARD GADT DISK
 DE2274'STAMPED---017-206 1980 AZ MK---,
 DE2274'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2274'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2274'11.52 METERS (37.80 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE
 DE2274'OF STATE ROUTE 56 CONNECTOR,
 DE2274'24.78 METERS (81.60 FT) SOUTHWEST FROM A POWER POLE TO THE NORTH
 DE2274'OF STATE ROUTE 56 CONNECTOR,
 DE2274'2.53 METERS (8.300 FT) SOUTH-SOUTHEAST FROM THE EAST END OF AN
 DE2274'18 INCH SIDE DRAIN PIPE (CONCRETE) UNDER A DRIVEWAY TO THE SOUTH,
 DE2274'5.18 METERS (17.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DE2274'DIRT DRIVEWAY, AND
 DE2274'1.01 METERS (3.300 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2274'
 DE2274'COUNTY ROAD NUMBERS OBTAINED FROM --GENERAL HIGHWAY MAP BURKE
 DE2274'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2246 ***********************************************************************
 DE2246  DESIGNATION -  BV 017 207 GADT
 DE2246  PID         -  DE2246
 DE2246  STATE/COUNTY-  GA/BURKE
 DE2246  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2246
 DE2246                         *CURRENT SURVEY CONTROL
 DE2246  ___________________________________________________________________
 DE2246* NAD 83(1994)-  33 13 34.80485(N)    081 49 31.84979(W)     ADJUSTED  
 DE2246* NAVD 88     -        78.6    (meters)     258.     (feet)  VERTCON   
 DE2246  ___________________________________________________________________
 DE2246  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DE2246  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DE2246
 DE2246  HORZ ORDER  -  SECOND
 DE2246
 DE2246.The horizontal coordinates were established by classical geodetic methods
 DE2246.and adjusted by the National Geodetic Survey in September 1997..
 DE2246
 DE2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2246
 DE2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2246
 DE2246.The geoid height was determined by GEOID03.
 DE2246
 DE2246;                    North         East     Units Scale Factor Converg.
 DE2246;SPC GA E     -   357,752.724   231,797.074   MT  0.99991246   +0 11 13.0
 DE2246;SPC GA E     - 1,173,727.06    760,487.57   sFT  0.99991246   +0 11 13.0
 DE2246;UTM  17      - 3,676,682.529   423,080.363   MT  0.99967295   -0 27 08.5
 DE2246
 DE2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2246!SPC GA E     -   0.99999246  x   0.99991246  =   0.99990492
 DE2246!UTM  17      -   0.99999246  x   0.99967295  =   0.99966541
 DE2246
 DE2246|---------------------------------------------------------------------|
 DE2246| PID    Reference Object                     Distance      Geod. Az  |
 DE2246|                                                           dddmmss.s |
 DE2246| DE2245 BV 017 207 GADT RM 1                 14.789 METERS 15811     |
 DE2246| DE2247 BV 017 207 GADT AZ MK               APPROX. 0.6 KM 1944611.0 |
 DE2246|---------------------------------------------------------------------|
 DE2246
 DE2246                          SUPERSEDED SURVEY CONTROL
 DE2246
 DE2246  NAD 83(1986)-  33 13 34.80839(N)    081 49 31.84401(W) AD(       ) 2
 DE2246  NAD 27      -  33 13 34.27545(N)    081 49 32.42824(W) AD(       ) 2
 DE2246  NGVD 29 (07/19/86)   78.8    (m)          259.     (f) VERT ANG       
 DE2246
 DE2246.Superseded values are not recommended for survey control.
 DE2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2246.See file dsdata.txt to determine how the superseded data were derived.
 DE2246
 DE2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2308076683(NAD 83)
 DE2246_MARKER: DD = SURVEY DISK
 DE2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2246+STABILITY: SURFACE MOTION
 DE2246
 DE2246  HISTORY     - Date     Condition        Report By
 DE2246  HISTORY     - 1980     MONUMENTED       GADT
 DE2246
 DE2246                          STATION DESCRIPTION
 DE2246
 DE2246'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2246'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) SOUTHWEST OF
 DE2246'JACKSON SOUTH CAROLINA, 23.2 KM (14-1/2 MI) NORTHEAST OF
 DE2246'WAYNESBORO, AND 23.2 KM (14-1/2 MI) NORTH-NORTHWEST OF GIRARD.
 DE2246'OWNERSHIP--WAYNE MILLER, ROUTE 4, WAYNESBORO, GEORGIA.
 DE2246'PHONE  404-554-3055.
 DE2246'
 DE2246'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80,
 DE2246'STATE ROUTE 56 CONNECTOR TO THE NORTH, AND PAVED COUNTY ROAD
 DE2246'91819 TO THE SOUTH, APPROXIMATELY 20.5 KM (12-3/4 MI)
 DE2246'NORTHEAST OF WAYNESBORO, GO NORTHEAST ALONG STATE ROUTE 80 FOR
 DE2246'2.4 KM (1.5 MI) TO THE JUNCTION OF A DIRT DRIVEWAY TO THE LEFT.
 DE2246'TURN LEFT GOING NORTH ALONG THE DRIVEWAY FOR 0.3 KM (0.2 MI) TO
 DE2246'A SHARP TURN OF THE DRIVEWAY TO THE RIGHT AND THE AZIMUTH MARK
 DE2246'ON THE RIGHT.  CONTINUE GOING EAST ALONG THE DRIVEWAY FOR 0.25
 DE2246'KM (0.15 MI) TO A SHARP TURN OF THE DRIVEWAY TO THE LEFT.
 DE2246'LEAVE THE DRIVEWAY AND CONTINUE GOING EAST ALONG THE SOUTH SIDE
 DE2246'OF A FIELD FOLLOWING THE WOODS LINE FOR 0.3 KM (0.2 MI) TO THE
 DE2246'SOUTHEAST CORNER OF THE FIELD.  TURN LEFT GOING NORTH ALONG THE
 DE2246'EAST SIDE OF THE FIELD FOLLOWING THE WOODS LINE FOR 0.25 KM
 DE2246'(0.15 MI) TO THE NORTHEAST CORNER OF THE FIELD.  TURN LEFT GOING
 DE2246'WEST ALONG THE NORTH SIDE OF THE FIELD FOLLOWING THE WOODS LINE
 DE2246'FOR 0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT IN THE EDGE OF
 DE2246'THE WOODS.
 DE2246'
 DE2246'THE STATION IS A STANDARD GADT DISK
 DE2246'STAMPED---017-207 1980---,
 DE2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2246'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2246'5.06 METERS (16.60 FT) SOUTH-SOUTHEAST FROM A 12 INCH OAK TREE,
 DE2246'4.79 METERS (15.70 FT) EAST-SOUTHEAST FROM A 10 INCH ELM TREE,
 DE2246'2.26 METERS (7.4 FT) WEST FROM A 12 INCH HICKORY TREE,
 DE2246'3.41 METERS (11.20 FT) SOUTHWEST FROM ANOTHER 12 INCH OAK TREE,
 DE2246'AND
 DE2246'0.85 METER (2.8 FT) SOUTHWEST FROM A WITNESS POST.
 DE2246'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2246'STAMPED---017-207 1980---,
 DE2246'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2246'
 DE2246'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2246'STAMPED---017-207 1980 RM 1---,
 DE2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2246'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2246'5.91 METERS (19.40 FT) WEST-SOUTHWEST FROM A 14 INCH OAK TREE,
 DE2246'2.04 METERS (6.70 FT) EAST FROM A 10 INCH HICKORY TREE, AND
 DE2246'0.85 METER (2.8 FT) SOUTHWEST FROM A WITNESS POST.
 DE2246'MARK IS LEVEL WITH STATION.
 DE2246'
 DE2246'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2246'STAMPED---017-207 1980 AZ MK---,
 DE2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2246'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2246'5.18 METERS (17.00 FT) SOUTH FROM THE CENTERLINE OF THE DIRT
 DE2246'DRIVEWAY,
 DE2246'2.32 METERS (7.6 FT) SOUTHWEST FROM AN 8 INCH PINE TREE,
 DE2246'2.23 METERS (7.3 FT) NORTH-NORTHEAST FROM A 10 INCH PINE TREE,
 DE2246'2.04 METERS (6.7 FT) EAST-SOUTHEAST FROM ANOTHER 10 INCH PINE
 DE2246'TREE, AND
 DE2246'0.96 METER (3.2 FT) NORTH FROM A WITNESS POST.
 DE2246'
 DE2246'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2246'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2246'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2247 ***********************************************************************
 DE2247  DESIGNATION -  BV 017 207 GADT AZ MK
 DE2247  PID         -  DE2247
 DE2247  STATE/COUNTY-  GA/BURKE
 DE2247  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2247
 DE2247                         *CURRENT SURVEY CONTROL
 DE2247  ___________________________________________________________________
 DE2247* NAD 83(1994)-  33 13 16.89458(N)    081 49 37.46780(W)     ADJUSTED  
 DE2247* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 DE2247  ___________________________________________________________________
 DE2247  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DE2247  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DE2247
 DE2247  HORZ ORDER  -  SECOND
 DE2247
 DE2247.The horizontal coordinates were established by classical geodetic methods
 DE2247.and adjusted by the National Geodetic Survey in September 1997..
 DE2247
 DE2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2247
 DE2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2247
 DE2247.The geoid height was determined by GEOID03.
 DE2247
 DE2247;                    North         East     Units Scale Factor Converg.
 DE2247;SPC GA E     -   357,200.524   231,653.414   MT  0.99991235   +0 11 09.8
 DE2247;SPC GA E     - 1,171,915.39    760,016.24   sFT  0.99991235   +0 11 09.8
 DE2247;UTM  17      - 3,676,132.098   422,930.587   MT  0.99967323   -0 27 11.4
 DE2247
 DE2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2247!SPC GA E     -   0.99999533  x   0.99991235  =   0.99990768
 DE2247!UTM  17      -   0.99999533  x   0.99967323  =   0.99966856
 DE2247
 DE2247                          SUPERSEDED SURVEY CONTROL
 DE2247
 DE2247  NAD 83(1986)-  33 13 16.89813(N)    081 49 37.46201(W) AD(       ) 2
 DE2247  NAD 27      -  33 13 16.36475(N)    081 49 38.04615(W) AD(       ) 2
 DE2247  NGVD 29 (07/19/86)   60.5    (m)          198.     (f) VERT ANG       
 DE2247
 DE2247.Superseded values are not recommended for survey control.
 DE2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2247.See file dsdata.txt to determine how the superseded data were derived.
 DE2247
 DE2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2293176132(NAD 83)
 DE2247_MARKER: DD = SURVEY DISK
 DE2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2247+STABILITY: SURFACE MOTION
 DE2247
 DE2247  HISTORY     - Date     Condition        Report By
 DE2247  HISTORY     - 1980     MONUMENTED       GADT
 DE2247
 DE2247                          STATION DESCRIPTION
 DE2247
 DE2247'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2247'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) SOUTHWEST OF
 DE2247'JACKSON, S.C., 23.2 KM (14-1/2 MI) NORTHEAST OF WAYNESBORO, AND
 DE2247'22.5 KM (14 MI) NORTH-NORTHWEST OF GIRARD.
 DE2247'OWNERSHIP--WAYNE MILLER, ROUTE 4, WAYNESBORO, GEORGIA.
 DE2247'PHONE 404-554-3055.
 DE2247'
 DE2247'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80, STATE
 DE2247'ROUTE 56 CONNECTOR TO THE NORTH, AND PAVED COUNTY ROAD 91819 TO
 DE2247'THE SOUTH, APPROXIMATELY 20.5 KM (12-3/4 MI) NORTHEAST OF
 DE2247'WAYNESBORO, GO NORTHEAST ALONG STATE ROUTE 80 FOR 2.4 KM (1.5 MI)
 DE2247'TO THE JUNCTION OF A DIRT DRIVEWAY TO THE LEFT.  TURN LEFT GOING
 DE2247'NORTH ALONG THE DRIVEWAY FOR 0.3 KM (0.2 MI) TO A SHARP TURN OF
 DE2247'THE DRIVEWAY TO THE RIGHT, AND THE STATION ON THE RIGHT.
 DE2247'
 DE2247'THE STATION IS A STANDARD GADT DISK
 DE2247'STAMPED---017-207 1980 AZ MK---,
 DE2247'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2247'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2247'5.18 METERS (17.00 FT) SOUTH FROM THE CENTERLINE OF THE DIRT
 DE2247'DRIVEWAY,
 DE2247'2.32 METERS (7.6 FT) SOUTHWEST FROM AN 8 INCH PINE TREE,
 DE2247'2.23 METERS (7.3 FT) NORTH-NORTHEAST FROM A 10 INCH PINE TREE,
 DE2247'2.04 METERS (6.7 FT) EAST-SOUTHEAST FROM ANOTHER 10 INCH PINE
 DE2247'TREE, AND
 DE2247'0.96 METER (3.2 FT) NORTH FROM A WITNESS POST.
 DE2247'
 DE2247'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2247'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1429 ***********************************************************************
 DF1429  DESIGNATION -  BV 017 209 GADT
 DF1429  PID         -  DF1429
 DF1429  STATE/COUNTY-  GA/BURKE
 DF1429  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1429
 DF1429                         *CURRENT SURVEY CONTROL
 DF1429  ___________________________________________________________________
 DF1429* NAD 83(1994)-  33 13 46.54050(N)    082 02 40.45046(W)     ADJUSTED  
 DF1429* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 DF1429  ___________________________________________________________________
 DF1429  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DF1429  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DF1429
 DF1429  HORZ ORDER  -  SECOND
 DF1429
 DF1429.The horizontal coordinates were established by classical geodetic methods
 DF1429.and adjusted by the National Geodetic Survey in September 1997..
 DF1429
 DF1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1429
 DF1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1429
 DF1429.The geoid height was determined by GEOID03.
 DF1429
 DF1429;                    North         East     Units Scale Factor Converg.
 DF1429;SPC GA E     -   358,069.012   211,379.587   MT  0.99990160   +0 04 00.9
 DF1429;SPC GA E     - 1,174,764.75    693,501.20   sFT  0.99990160   +0 04 00.9
 DF1429;UTM  17      - 3,677,226.506   402,672.008   MT  0.99971679   -0 34 20.9
 DF1429
 DF1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1429!SPC GA E     -   0.99999214  x   0.99990160  =   0.99989374
 DF1429!UTM  17      -   0.99999214  x   0.99971679  =   0.99970893
 DF1429
 DF1429:                Primary Azimuth Mark                     Grid Az
 DF1429:SPC GA E     -  BV 017 209 GADT AZ MK                    176 13 27.2
 DF1429:UTM  17      -  BV 017 209 GADT AZ MK                    176 51 49.0
 DF1429
 DF1429|---------------------------------------------------------------------|
 DF1429| PID    Reference Object                     Distance      Geod. Az  |
 DF1429|                                                           dddmmss.s |
 DF1429| DF1427 BV 017 209 GADT AZ MK               449.226 METERS 1761728.1 |
 DF1429| DF1428 BV 017 209 GADT RM 1                 25.460 METERS 17629     |
 DF1429|---------------------------------------------------------------------|
 DF1429
 DF1429                          SUPERSEDED SURVEY CONTROL
 DF1429
 DF1429  NAD 83(1986)-  33 13 46.54482(N)    082 02 40.44573(W) AD(       ) 2
 DF1429  NAD 27      -  33 13 46.02298(N)    082 02 41.02000(W) AD(       ) 2
 DF1429  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 DF1429
 DF1429.Superseded values are not recommended for survey control.
 DF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1429.See file dsdata.txt to determine how the superseded data were derived.
 DF1429
 DF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0267277227(NAD 83)
 DF1429_MARKER: DD = SURVEY DISK
 DF1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1429+STABILITY: SURFACE MOTION
 DF1429
 DF1429  HISTORY     - Date     Condition        Report By
 DF1429  HISTORY     - 1980     MONUMENTED       GADT
 DF1429
 DF1429                          STATION DESCRIPTION
 DF1429
 DF1429'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1429'THE STATION IS LOCATED ABOUT 15.8 KM (9-3/4 MI) NORTH-NORTHWEST
 DF1429'OF WAYNESBORO, 10.5 KM (6-1/2 MI) SOUTH-SOUTHEAST OF HEPHZIBAH,
 DF1429'AND 8.8 KM (5-1/2 MI) WEST-SOUTHWEST OF MCBEAN.
 DF1429'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1429'
 DF1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1429'(STATE ROUTES 21 AND 121 ) AND STATE ROUTE 88 ABOUT 2.2 KM
 DF1429'3.5 KM (2-1/4 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S.
 DF1429'HIGHWAY 25 FOR 7.4 KM (4.6 MI) TO THE JUNCTION OF PAVED COUNTY
 DF1429'ROAD 91105 (MCBEAN-HEPHZIBAH ROAD) CROSSING.  CONTINUE SOUTH
 DF1429'ALONG U.S. HIGHWAY 25 FOR 3.85 KM (2.4 MI) TO THE STATION ON THE
 DF1429'RIGHT.
 DF1429'
 DF1429'THE STATION IS A STANDARD GADT DISK
 DF1429'STAMPED---017-209 1980---,
 DF1429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1429'FLUSH WITH GROUND.  IT IS LOCATED
 DF1429'8.56 METERS (28.10 FT) WEST FROM THE CENTERLINE OF U.S.
 DF1429'HIGHWAY 25,
 DF1429'17.07 METERS (56.00 FT) NORTHEAST FROM AN 8 INCH METAL POLE,
 DF1429'31.12 METERS (102.1 FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE,
 DF1429'AND
 DF1429'5.85 METERS (19.20 FT) EAST FROM A WITNESS POST.
 DF1429'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1429'STAMPED---017-209 1980---,
 DF1429'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1429'
 DF1429'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1429'STAMPED---017-209 1980 RM 1---,
 DF1429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1429'FLUSH WITH GROUND.  IT IS LOCATED
 DF1429'8.99 METERS (29.50 FT) WEST FROM THE CENTERLINE OF U.S.
 DF1429'HIGHWAY 25,
 DF1429'11.37 METERS (37.30 FT) EAST-SOUTHEAST FROM THE 8 INCH METAL
 DF1429'POLE,
 DF1429'21.06 METERS (69.10 FT) NORTH-NORTHEAST FROM THE NORTH END OF AN
 DF1429'18 INCH SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST, AND
 DF1429'5.73 METERS (18.80 FT) EAST FROM A WITNESS POST.
 DF1429'MARK IS BELOW STATION 0.3 METERS.
 DF1429'
 DF1429'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1429'STAMPED---017-209 1980 AZ MK---,
 DF1429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1429'FLUSH WITH GROUND.  IT IS LOCATED
 DF1429'14.32 METERS (47.00 FT) WEST FROM THE CENTERLINE OF U.S.
 DF1429'HIGHWAY 25,
 DF1429'5.49 METERS (18.00 FT) SOUTHWEST FROM THE SOUTH END OF AN 18
 DF1429'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST, AND
 DF1429'1.10 METERS (3.6 FT) EAST FROM A WITNESS POST.
 DF1429'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG U.S.
 DF1429'HIGHWAY 25 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF A FIELD ROAD
 DF1429'TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 DF1429'
 DF1429'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1429'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1429'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1427 ***********************************************************************
 DF1427  DESIGNATION -  BV 017 209 GADT AZ MK
 DF1427  PID         -  DF1427
 DF1427  STATE/COUNTY-  GA/BURKE
 DF1427  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1427
 DF1427                         *CURRENT SURVEY CONTROL
 DF1427  ___________________________________________________________________
 DF1427* NAD 83(1994)-  33 13 31.98953(N)    082 02 39.32819(W)     ADJUSTED  
 DF1427* NAVD 88     -        73.4    (meters)     241.     (feet)  VERTCON   
 DF1427  ___________________________________________________________________
 DF1427  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DF1427  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DF1427
 DF1427  HORZ ORDER  -  SECOND
 DF1427
 DF1427.The horizontal coordinates were established by classical geodetic methods
 DF1427.and adjusted by the National Geodetic Survey in September 1997..
 DF1427
 DF1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1427
 DF1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1427
 DF1427.The geoid height was determined by GEOID03.
 DF1427
 DF1427;                    North         East     Units Scale Factor Converg.
 DF1427;SPC GA E     -   357,620.805   211,409.166   MT  0.99990160   +0 04 01.5
 DF1427;SPC GA E     - 1,173,294.26    693,598.24   sFT  0.99990160   +0 04 01.5
 DF1427;UTM  17      - 3,676,778.080   402,696.579   MT  0.99971673   -0 34 20.0
 DF1427
 DF1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1427!SPC GA E     -   0.99999319  x   0.99990160  =   0.99989479
 DF1427!UTM  17      -   0.99999319  x   0.99971673  =   0.99970992
 DF1427
 DF1427                          SUPERSEDED SURVEY CONTROL
 DF1427
 DF1427  NAD 83(1986)-  33 13 31.99386(N)    082 02 39.32347(W) AD(       ) 2
 DF1427  NAD 27      -  33 13 31.47165(N)    082 02 39.89772(W) AD(       ) 2
 DF1427  NGVD 29 (07/19/86)   73.6    (m)          241.     (f) VERT ANG       
 DF1427
 DF1427.Superseded values are not recommended for survey control.
 DF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1427.See file dsdata.txt to determine how the superseded data were derived.
 DF1427
 DF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0269776778(NAD 83)
 DF1427_MARKER: DD = SURVEY DISK
 DF1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1427+STABILITY: SURFACE MOTION
 DF1427
 DF1427  HISTORY     - Date     Condition        Report By
 DF1427  HISTORY     - 1980     MONUMENTED       GADT
 DF1427
 DF1427                          STATION DESCRIPTION
 DF1427
 DF1427'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1427'THE STATION IS LOCATED ABOUT 15.2 KM (9-1/2 MI) NORTH-NORTHWEST
 DF1427'OF WAYNESBORO, 10.8 KM (6-3/4 MI) SOUTH-SOUTHEAST OF HEPHZIBAH, AND
 DF1427'8.8 KM (5-1/2 MI) WEST-SOUTHWEST OF MCBEAN.
 DF1427'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1427'
 DF1427'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1427'(STATE ROUTES 21 AND 121) AND STATE ROUTE 88 ABOUT 3.5 KM
 DF1427'(2-1/4 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25
 DF1427'FOR 7.4 KM (4.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91105
 DF1427'(MCBEAN-HEPHZIBAH ROAD) CROSSING.  CONTINUE SOUTH ALONG U. S.
 DF1427'HIGHWAY 25 FOR 4.25 KM (2.65 MI) TO THE STATION ON THE RIGHT.
 DF1427'
 DF1427'THE STATION IS A STANDARD GADT DISK
 DF1427'STAMPED---017-209 1980 AZ MK---,
 DF1427'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1427'FLUSH WITH GROUND.  IT IS LOCATED
 DF1427'14.32 METERS (47.00 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1427'25,
 DF1427'5.49 METERS (18.00 FT) SOUTHWEST FROM THE SOUTH END OF AN 18 INCH
 DF1427'CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST, AND
 DF1427'1.10 METERS (3.60 FT) EAST FROM A WITNESS POST.
 DF1427'
 DF1427'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1427'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1457 ***********************************************************************
 DF1457  DESIGNATION -  BV 017 210 GADT
 DF1457  PID         -  DF1457
 DF1457  STATE/COUNTY-  GA/BURKE
 DF1457  USGS QUAD   -  KEYSVILLE (1950)
 DF1457
 DF1457                         *CURRENT SURVEY CONTROL
 DF1457  ___________________________________________________________________
 DF1457* NAD 83(1994)-  33 12 36.87411(N)    082 08 18.21725(W)     ADJUSTED  
 DF1457* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 DF1457  ___________________________________________________________________
 DF1457  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DF1457  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DF1457
 DF1457  HORZ ORDER  -  SECOND
 DF1457
 DF1457.The horizontal coordinates were established by classical geodetic methods
 DF1457.and adjusted by the National Geodetic Survey in September 1997..
 DF1457
 DF1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1457
 DF1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1457
 DF1457.The geoid height was determined by GEOID03.
 DF1457
 DF1457;                    North         East     Units Scale Factor Converg.
 DF1457;SPC GA E     -   355,916.664   202,635.654   MT  0.99990009   +0 00 55.7
 DF1457;SPC GA E     - 1,167,703.26    664,813.81   sFT  0.99990009   +0 00 55.7
 DF1457;UTM  17      - 3,675,172.197   393,906.124   MT  0.99973878   -0 37 24.9
 DF1457
 DF1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1457!SPC GA E     -   0.99998919  x   0.99990009  =   0.99988928
 DF1457!UTM  17      -   0.99998919  x   0.99973878  =   0.99972797
 DF1457
 DF1457|---------------------------------------------------------------------|
 DF1457| PID    Reference Object                     Distance      Geod. Az  |
 DF1457|                                                           dddmmss.s |
 DF1457| DF1456 BV 017 210 GADT RM 1                 23.809 METERS 15507     |
 DF1457| DF1458 BV 017 210 GADT AZ MK               484.402 METERS 2710755.0 |
 DF1457|---------------------------------------------------------------------|
 DF1457
 DF1457                          SUPERSEDED SURVEY CONTROL
 DF1457
 DF1457  NAD 83(1986)-  33 12 36.87851(N)    082 08 18.21341(W) AD(       ) 2
 DF1457  NAD 27      -  33 12 36.35590(N)    082 08 18.78364(W) AD(       ) 2
 DF1457  NGVD 29 (07/19/86)   98.8    (m)          324.     (f) VERT ANG       
 DF1457
 DF1457.Superseded values are not recommended for survey control.
 DF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1457.See file dsdata.txt to determine how the superseded data were derived.
 DF1457
 DF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9390675172(NAD 83)
 DF1457_MARKER: DD = SURVEY DISK
 DF1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1457+STABILITY: SURFACE MOTION
 DF1457
 DF1457  HISTORY     - Date     Condition        Report By
 DF1457  HISTORY     - 1980     MONUMENTED       GADT
 DF1457
 DF1457                          STATION DESCRIPTION
 DF1457
 DF1457'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1457'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) SOUTH OF HEPHZIBAH,
 DF1457'10.8 KM (6-3/4 MI) SOUTHEAST OF BLYTHE, AND 9.2 KM (5-3/4 MI)
 DF1457'EAST OF KEYSVILLE.
 DF1457'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1457'
 DF1457'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1457'SOUTHWEST ALONG STATE ROUTE 88 FOR 2.0 KM (1.25 MI) TO THE
 DF1457'JUNCTION OF PAVED COUNTY ROAD 91771 (KEYSVILLE ROAD) TO THE LEFT
 DF1457'AND PAVED COUNTY ROAD 60 TO THE RIGHT.  TURN LEFT GOING SOUTHWEST
 DF1457'ALONG COUNTY ROAD 91771 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF
 DF1457'PAVED COUNTY ROAD 15 (FARMERS BRIDGE ROAD) FORKING TO THE LEFT.
 DF1457'TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 15 FOR 2.4 KM (1.5 MI)
 DF1457'TO THE JUNCTION OF PAVED COUNTY ROAD 58 CROSSING.  CONTINUE
 DF1457'GOING SOUTHWEST ALONG COUNTY ROAD 15 FOR 3.2 KM (2.0 MI) TO THE
 DF1457'JUNCTION OF DIRT COUNTY ROAD 17 TO THE LEFT.  CONTINUE GOING
 DF1457'SOUTHWEST ALONG COUNTY ROAD 15 FOR 3.15 KM (1.95 MI) TO THE
 DF1457'JUNCTION OF PAVED COUNTY ROAD 456 CROSSING.  TURN LEFT GOING
 DF1457'SOUTHEAST ALONG COUNTY ROAD 456 FOR 3.6 KM (2.25 MI) TO THE
 DF1457'JUNCTION OF DIRT COUNTY ROAD 10 TO THE RIGHT (WEST), DIRT COUNTY
 DF1457'ROAD 22 STRAIGHT AHEAD TO THE SOUTH, AND PAVED COUNTY ROAD 456
 DF1457'TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 456 FOR 0.2
 DF1457'KM (0.1 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 DF1457'EAST ALONG COUNTY ROAD 456 FOR 0.5 KM (0.3 MI) TO THE STATION ON
 DF1457'THE LEFT.
 DF1457'
 DF1457'THE STATION IS A STANDARD GADT DISK
 DF1457'STAMPED---017-210 1980---,
 DF1457'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1457'FLUSH WITH GROUND.  IT IS LOCATED
 DF1457'9.91 METERS (32.50 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1457'ROAD 456,
 DF1457'22.34 METERS (73.30 FT) NORTH FROM THE TOP CENTER OF A RIGHT
 DF1457'OF WAY MARKER TO THE SOUTH OF THE ROAD,
 DF1457'25.60 METERS (84.00 FT) EAST FROM A POWER POLE, AND
 DF1457'1.89 METERS (6.20 FT) SOUTH FROM A WITNESS POST.
 DF1457'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1457'STAMPED---017-210 1980---,
 DF1457'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1457'
 DF1457'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1457'STAMPED---017-210 1980 RM 1---,
 DF1457'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1457'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1457'10.82 METERS (35.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 DF1457'PAVED ROAD 456,
 DF1457'43.43 METERS (142.5 FT) EAST-SOUTHEAST FROM THE POWER POLE TO
 DF1457'THE NORTH OF THE ROAD,
 DF1457'8.29 METERS (27.20 FT) EAST FROM THE TOP CENTER OF THE RIGHT OF
 DF1457'WAY MARKER, AND
 DF1457'1.37 METERS (4.50 FT) NORTH FROM A WITNESS POST.
 DF1457'MARK IS LEVEL WITH STATION.
 DF1457'
 DF1457'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1457'STAMPED---017-210 1980 AZ MK---,
 DF1457'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1457'FLUSH WITH GROUND.  IT IS LOCATED
 DF1457'11.45 METERS (37.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 DF1457'PAVED ROAD 456,
 DF1457'14.30 METERS (46.90 FT) WEST-NORTHWEST FROM AN IRON PIPE USED
 DF1457'AS A PROPERTY CORNER,
 DF1457'2.77 METERS (9.1 FT) NORTH-NORTHEAST FROM A 10 INCH PINE TREE, AND
 DF1457'1.07 METERS (3.50 FT) NORTH FROM A WITNESS POST.
 DF1457'
 DF1457'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1457'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1457'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1458 ***********************************************************************
 DF1458  DESIGNATION -  BV 017 210 GADT AZ MK
 DF1458  PID         -  DF1458
 DF1458  STATE/COUNTY-  GA/BURKE
 DF1458  USGS QUAD   -  KEYSVILLE (1950)
 DF1458
 DF1458                         *CURRENT SURVEY CONTROL
 DF1458  ___________________________________________________________________
 DF1458* NAD 83(1994)-  33 12 37.18433(N)    082 08 36.91821(W)     ADJUSTED  
 DF1458* NAVD 88     -        99.5    (meters)     326.     (feet)  VERTCON   
 DF1458  ___________________________________________________________________
 DF1458  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 DF1458  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DF1458
 DF1458  HORZ ORDER  -  SECOND
 DF1458
 DF1458.The horizontal coordinates were established by classical geodetic methods
 DF1458.and adjusted by the National Geodetic Survey in September 1997..
 DF1458
 DF1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1458
 DF1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1458
 DF1458.The geoid height was determined by GEOID03.
 DF1458
 DF1458;                    North         East     Units Scale Factor Converg.
 DF1458;SPC GA E     -   355,926.102   202,151.392   MT  0.99990006   +0 00 45.5
 DF1458;SPC GA E     - 1,167,734.22    663,225.03   sFT  0.99990006   +0 00 45.5
 DF1458;UTM  17      - 3,675,187.032   393,422.076   MT  0.99974005   -0 37 35.1
 DF1458
 DF1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1458!SPC GA E     -   0.99998905  x   0.99990006  =   0.99988911
 DF1458!UTM  17      -   0.99998905  x   0.99974005  =   0.99972910
 DF1458
 DF1458                          SUPERSEDED SURVEY CONTROL
 DF1458
 DF1458  NAD 83(1986)-  33 12 37.18874(N)    082 08 36.91436(W) AD(       ) 2
 DF1458  NAD 27      -  33 12 36.66611(N)    082 08 37.48407(W) AD(       ) 2
 DF1458  NGVD 29 (07/19/86)   99.7    (m)          327.     (f) VERT ANG       
 DF1458
 DF1458.Superseded values are not recommended for survey control.
 DF1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1458.See file dsdata.txt to determine how the superseded data were derived.
 DF1458
 DF1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9342275187(NAD 83)
 DF1458_MARKER: DD = SURVEY DISK
 DF1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1458+STABILITY: SURFACE MOTION
 DF1458
 DF1458  HISTORY     - Date     Condition        Report By
 DF1458  HISTORY     - 1980     MONUMENTED       GADT
 DF1458
 DF1458                          STATION DESCRIPTION
 DF1458
 DF1458'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1458'THE STATION IS LOCATED 12 KM (7-1/2 MI) SOUTH OF HEPHZIBAH,
 DF1458'10.8 KM (6-3/4 MI) SOUTHEAST OF BLYTHE, AND 9.2 KM (5-3/4 MI)
 DF1458'EAST OF KEYSVILLE.
 DF1458'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1458'
 DF1458'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1458'SOUTHWEST ALONG STATE ROUTE 88 FOR 2 KM (1.25 MI) TO THE JUNCTION
 DF1458'OF PAVED COUNTY ROAD 91771 (KEYSVILLE ROAD) TO THE LEFT AND PAVED
 DF1458'COUNTY ROAD 60 TO THE RIGHT.  TURN LEFT GOING SOUTHWEST ALONG
 DF1458'COUNTY ROAD 91771 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF PAVED
 DF1458'COUNTY ROAD 15 (FARMERS BRIDGE ROAD) FORKING TO THE LEFT.  TURN
 DF1458'LEFT GOING SOUTHWEST ALONG COUNTY ROAD 15 FOR 2.4 KM (1.5 MI) TO
 DF1458'THE JUNCTION OF PAVED COUNTY ROAD 58 CROSSING.  CONTINUE GOING
 DF1458'SOUTHWEST ALONG COUNTY ROAD 15 FOR 3.2 KM (2 MI) TO THE JUNCTION
 DF1458'OF DIRT COUNTY ROAD 17 TO THE LEFT.  CONTINUE GOING SOUTHWEST
 DF1458'ALONG COUNTY ROAD 15 FOR 3.15 KM (1.95 MI) TO THE JUNCTION OF
 DF1458'PAVED COUNTY ROAD 456 CROSSING.  TURN LEFT GOING SOUTHEAST ALONG
 DF1458'COUNTY ROAD 456 FOR 3.6 KM (2.25 MI) TO THE JUNCTION OF DIRT
 DF1458'COUNTY ROAD 10 TO THE RIGHT (WEST), DIRT COUNTY ROAD 22 STRAIGHT
 DF1458'AHEAD TO THE SOUTH, AND PAVED COUNTY ROAD 456 TO THE LEFT.  TURN
 DF1458'LEFT GOING EAST ALONG COUNTY ROAD 456 FOR 0.2 KM (0.1 MI) TO THE
 DF1458'STATION ON THE RIGHT.
 DF1458'
 DF1458'THE STATION IS A STANDARD GADT DISK
 DF1458'STAMPED---017-210 1980 AZ MK---,
 DF1458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1458'FLUSH WITH GROUND.  IT IS LOCATED
 DF1458'11.45 METERS (37.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 DF1458'PAVED ROAD 456,
 DF1458'14.30 METERS (46.90 FT) WEST-NORTHWEST FROM AN IRON PIPE USED AS
 DF1458'A PROPERTY CORNER,
 DF1458'2.77 METERS (9.1 FT) NORTH-NORTHEAST FROM A 10 INCH PINE TREE, AND
 DF1458'1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 DF1458'
 DF1458'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1458'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1468 ***********************************************************************
 DF1468  DESIGNATION -  BV 017 212 GADT
 DF1468  PID         -  DF1468
 DF1468  STATE/COUNTY-  GA/BURKE
 DF1468  USGS QUAD   -  KEYSVILLE (1950)
 DF1468
 DF1468                         *CURRENT SURVEY CONTROL
 DF1468  ___________________________________________________________________
 DF1468* NAD 83(1994)-  33 12 30.51257(N)    082 12 21.78051(W)     ADJUSTED  
 DF1468* NAVD 88     -       105.2    (meters)     345.     (feet)  VERTCON   
 DF1468  ___________________________________________________________________
 DF1468  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DF1468  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF1468
 DF1468  HORZ ORDER  -  SECOND
 DF1468
 DF1468.The horizontal coordinates were established by classical geodetic methods
 DF1468.and adjusted by the National Geodetic Survey in September 1997..
 DF1468
 DF1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1468
 DF1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1468
 DF1468.The geoid height was determined by GEOID03.
 DF1468
 DF1468;                    North         East     Units Scale Factor Converg.
 DF1468;SPC GA E     -   355,721.034   196,328.535   MT  0.99990017   -0 01 17.7
 DF1468;SPC GA E     - 1,167,061.43    644,121.20   sFT  0.99990017   -0 01 17.7
 DF1468;UTM  17      - 3,675,046.942   387,598.180   MT  0.99975577   -0 39 38.2
 DF1468
 DF1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1468!SPC GA E     -   0.99998812  x   0.99990017  =   0.99988829
 DF1468!UTM  17      -   0.99998812  x   0.99975577  =   0.99974390
 DF1468
 DF1468:                Primary Azimuth Mark                     Grid Az
 DF1468:SPC GA E     -  BOOKER                                   050 33 39.8
 DF1468:UTM  17      -  BOOKER                                   051 12 00.3
 DF1468
 DF1468|---------------------------------------------------------------------|
 DF1468| PID    Reference Object                     Distance      Geod. Az  |
 DF1468|                                                           dddmmss.s |
 DF1468| DF1459 BOOKER                              APPROX. 6.0 KM 0503222.1 |
 DF1468| DF1467 BV 017 212 GADT RM 1                 15.985 METERS 05052     |
 DF1468| DF1466 BV 017 212 GADT RM 2                180.945 METERS 13653     |
 DF1468|---------------------------------------------------------------------|
 DF1468
 DF1468                          SUPERSEDED SURVEY CONTROL
 DF1468
 DF1468  NAD 83(1986)-  33 12 30.51707(N)    082 12 21.77657(W) AD(       ) 2
 DF1468  NAD 27      -  33 12 29.99404(N)    082 12 22.33990(W) AD(       ) 2
 DF1468  NGVD 29 (07/19/86)  105.4    (m)          346.     (f) VERT ANG       
 DF1468
 DF1468.Superseded values are not recommended for survey control.
 DF1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1468.See file dsdata.txt to determine how the superseded data were derived.
 DF1468
 DF1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8759875047(NAD 83)
 DF1468_MARKER: DD = SURVEY DISK
 DF1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1468+STABILITY: SURFACE MOTION
 DF1468
 DF1468  HISTORY     - Date     Condition        Report By
 DF1468  HISTORY     - 1980     MONUMENTED       GADT
 DF1468
 DF1468                          STATION DESCRIPTION
 DF1468
 DF1468'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1468'THE STATION IS LOCATED ABOUT 22.2 KM (13-3/4 MI) NORTHWEST OF
 DF1468'WAYNESBORO, 17 KM (10-1/2 MI) EAST OF WRENS, AND 12.5 KM
 DF1468'(7-3/4 MI) SOUTH OF BLYTHE.
 DF1468'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1468'
 DF1468'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KEYSVILLE, GO
 DF1468'SOUTH ALONG STATE ROUTE 88 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF
 DF1468'DIRT COUNTY ROAD 216 TO THE LEFT.  TURN LEFT GOING SOUTHEASTERLY
 DF1468'ALONG COUNTY ROAD 216 FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 DF1468'DIRT COUNTY ROAD 217 TO THE RIGHT.  CONTINUE GOING SOUTHEASTERLY
 DF1468'ALONG COUNTY ROAD 216 FOR 1.7 KM (1.05 MI) TO THE STATION ON
 DF1468'THE RIGHT NEAR A FENCELINE.
 DF1468'
 DF1468'THE STATION IS A STANDARD GADT DISK
 DF1468'STAMPED---017-212 1980---,
 DF1468'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1468'FLUSH WITH GROUND.  IT IS LOCATED
 DF1468'9.15 METERS (30.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1468'DIRT COUNTY ROAD 216,
 DF1468'2.44 METERS (8.000 FT) SOUTH-SOUTHEAST FROM THE CORNER POST OF
 DF1468'THE FENCE, AND
 DF1468'1.37 METERS (4.500 FT) EAST-SOUTHEAST FROM A WITNESS POST AT THE
 DF1468'FENCELINE.
 DF1468'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1468'STAMPED---017-212 1980---,
 DF1468'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1468'
 DF1468'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1468'STAMPED---017-212 1980 RM 1---,
 DF1468'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1468'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1468'7.01 METERS (23.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1468'COUNTY DIRT ROAD 216,
 DF1468'14.39 METERS (47.20 FT) NORTHEAST FROM THE CORNER POST OF THE
 DF1468'FENCE TO THE SOUTH OF THE ROAD, AND
 DF1468'0.58 METER (1.900 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AT THE
 DF1468'FENCELINE TO THE NORTH OF THE ROAD.
 DF1468'MARK IS LEVEL WITH STATION.
 DF1468'
 DF1468'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DF1468'STAMPED---017-212 1980 RM 2---,
 DF1468'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1468'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1468'10.67 METERS (35.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1468'DIRT COUNTY ROAD 216,
 DF1468'28.80 METERS (94.50 FT) EAST-SOUTHEAST FROM A POWER POLE IN THE
 DF1468'SCHOOL YARD,
 DF1468'5.40 METERS (17.70 FT) NORTH FROM A 14 INCH PINE TREE, AND
 DF1468'1.04 METERS (5.400 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1468'MARK IS ABOVE STATION 0.300 METERS.
 DF1468'
 DF1468'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1468'TO REACH REFFERENCE MARK 2 FROM THE STATION, PROCEED SOUTHEASTERLY
 DF1468'ALONG DIRT COUNTY ROAD 216 FOR 0.25 KM (0.15 MI) TO THE MARK ON
 DF1468'THE RIGHT.
 DF1468'
 DF1468'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1468'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1504 ***********************************************************************
 DF1504  DESIGNATION -  BV 017 214 GADT
 DF1504  PID         -  DF1504
 DF1504  STATE/COUNTY-  GA/BURKE
 DF1504  USGS QUAD   -  KELLYS POND (1950)
 DF1504
 DF1504                         *CURRENT SURVEY CONTROL
 DF1504  ___________________________________________________________________
 DF1504* NAD 83(1994)-  33 01 57.10646(N)    082 16 21.06453(W)     ADJUSTED  
 DF1504* NAVD 88     -       111.8    (meters)     367.     (feet)  VERTCON   
 DF1504  ___________________________________________________________________
 DF1504  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DF1504  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DF1504
 DF1504  HORZ ORDER  -  SECOND
 DF1504
 DF1504.The horizontal coordinates were established by classical geodetic methods
 DF1504.and adjusted by the National Geodetic Survey in September 1997..
 DF1504
 DF1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1504
 DF1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1504
 DF1504.The geoid height was determined by GEOID03.
 DF1504
 DF1504;                    North         East     Units Scale Factor Converg.
 DF1504;SPC GA E     -   336,213.684   190,112.478   MT  0.99990121   -0 03 27.7
 DF1504;SPC GA E     - 1,103,061.06    623,727.35   sFT  0.99990121   -0 03 27.7
 DF1504;UTM  17      - 3,655,612.605   381,166.323   MT  0.99977411   -0 41 37.5
 DF1504
 DF1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1504!SPC GA E     -   0.99998705  x   0.99990121  =   0.99988826
 DF1504!UTM  17      -   0.99998705  x   0.99977411  =   0.99976116
 DF1504
 DF1504|---------------------------------------------------------------------|
 DF1504| PID    Reference Object                     Distance      Geod. Az  |
 DF1504|                                                           dddmmss.s |
 DF1504| DF1503 BV 017 214 GADT RM 1                 25.287 METERS 00510     |
 DF1504| DF1500 BV 017 214 GADT AZ MK               369.075 METERS 16759     |
 DF1504|---------------------------------------------------------------------|
 DF1504
 DF1504                          SUPERSEDED SURVEY CONTROL
 DF1504
 DF1504  NAD 83(1986)-  33 01 57.11095(N)    082 16 21.06101(W) AD(       ) 2
 DF1504  NAD 27      -  33 01 56.56627(N)    082 16 21.61761(W) AD(       ) 2
 DF1504  NGVD 29 (07/19/86)  112.0    (m)          367.     (f) VERT ANG       
 DF1504
 DF1504.Superseded values are not recommended for survey control.
 DF1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1504.See file dsdata.txt to determine how the superseded data were derived.
 DF1504
 DF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8116655613(NAD 83)
 DF1504_MARKER: DD = SURVEY DISK
 DF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1504+STABILITY: SURFACE MOTION
 DF1504
 DF1504  HISTORY     - Date     Condition        Report By
 DF1504  HISTORY     - 1980     MONUMENTED       GADT
 DF1504
 DF1504                          STATION DESCRIPTION
 DF1504
 DF1504'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1504'THE STATION IS LOCATED ABOUT 25 KM (15-1/2 MI) WEST-SOUTHWEST
 DF1504'OF WAYNESBORO, 13.25 KM (8-1/4 MI) EAST-NORTHEAST OF LOUISVILLE,
 DF1504'AND 2.5 KM (1-1/2 MI) WEST-SOUTHWEST OF VIDETTE.
 DF1504'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1504'
 DF1504'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 DF1504'ROUTE 305 IN VIDETTE, GO WEST ALONG STATE ROUTE 24 FOR 2.25 KM
 DF1504'(1.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 275 TO THE LEFT.
 DF1504'TURN LEFT AND GO SOUTH ALONG COUNTY ROAD 275 FOR 0.7 KM (0.45 MI)
 DF1504'TO THE STATION ON THE RIGHT.
 DF1504'
 DF1504'THE STATION IS A STANDARD GADT DISK
 DF1504'STAMPED---017-214 1980---,
 DF1504'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1504'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1504'13.11 METERS (43.00 FT) WEST FROM THE CENTERLINE OF COUNTY
 DF1504'PAVED ROAD 275,
 DF1504'70.82 METERS (232.4 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF AN
 DF1504'18 INCH METAL PIPE UNDER A FIELD ROAD TO THE WEST,
 DF1504'64.75 METERS (212.5 FT) SOUTH FROM A POWER POLE JUST SOUTH FROM
 DF1504'THE FIELD ROAD TO THE WEST, AND
 DF1504'0.49 METER (1.6 FT) EAST FROM A WITNESS POST.
 DF1504'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1504'STAMPED---017-214 1980---,
 DF1504'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1504'
 DF1504'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1504'STAMPED---017-214 1980 RM 1---,
 DF1504'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1504'FLUSH WITH GROUND.  IT IS LOCATED
 DF1504'11.58 METERS (38.00 FT) WEST FROM THE CENTERLINE OF COUNTY
 DF1504'PAVED ROAD 275,
 DF1504'45.51 METERS (149.3 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF
 DF1504'THE 18 INCH METAL PIPE UNDER THE FIELD ROAD TO THE WEST,
 DF1504'39.47 METERS (129.5 FT) SOUTH FROM THE POWER POLE, AND
 DF1504'1.19 METERS (3.9 FT) EAST FROM A WITNESS POST.
 DF1504'MARK IS LEVEL WITH STATION.
 DF1504'
 DF1504'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1504'STAMPED---017-214 1980 AZ MK---,
 DF1504'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1504'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1504'10.06 METERS (33.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DF1504'COUNTY PAVED ROAD 275,
 DF1504'4.73 METERS (15.50 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF
 DF1504'A 24 INCH METAL PIPE UNDER A DIRT DRIVEWAY TO THE WEST,
 DF1504'2.96 METERS (9.7 FT) NORTH FROM A 20 INCH TWIN SWEET GUM TREE,
 DF1504'AND
 DF1504'0.95 METER (3.1 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1504'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG PAVED
 DF1504'COUNTY ROAD 275 FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 DF1504'
 DF1504'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1504'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1504'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1500 ***********************************************************************
 DF1500  DESIGNATION -  BV 017 214 GADT AZ MK
 DF1500  PID         -  DF1500
 DF1500  STATE/COUNTY-  GA/BURKE
 DF1500  USGS QUAD   -  KELLYS POND (1950)
 DF1500
 DF1500                         *CURRENT SURVEY CONTROL
 DF1500  ___________________________________________________________________
 DF1500* NAD 83(1994)-  33 01 45.38862(N)    082 16 18.10403(W)     ADJUSTED  
 DF1500* NAVD 88     -       102.5    (meters)     336.     (feet)  VERTCON   
 DF1500  ___________________________________________________________________
 DF1500  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DF1500  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DF1500
 DF1500  HORZ ORDER  -  SECOND
 DF1500
 DF1500.The horizontal coordinates were established by classical geodetic methods
 DF1500.and adjusted by the National Geodetic Survey in September 1997..
 DF1500
 DF1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1500
 DF1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1500
 DF1500.The geoid height was determined by GEOID03.
 DF1500
 DF1500;                    North         East     Units Scale Factor Converg.
 DF1500;SPC GA E     -   335,852.652   190,188.934   MT  0.99990119   -0 03 26.1
 DF1500;SPC GA E     - 1,101,876.58    623,978.19   sFT  0.99990119   -0 03 26.1
 DF1500;UTM  17      - 3,655,250.792   381,238.757   MT  0.99977390   -0 41 35.7
 DF1500
 DF1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1500!SPC GA E     -   0.99998851  x   0.99990119  =   0.99988970
 DF1500!UTM  17      -   0.99998851  x   0.99977390  =   0.99976241
 DF1500
 DF1500                          SUPERSEDED SURVEY CONTROL
 DF1500
 DF1500  NAD 83(1986)-  33 01 45.39311(N)    082 16 18.10051(W) AD(       ) 2
 DF1500  NAD 27      -  33 01 44.84813(N)    082 16 18.65716(W) AD(       ) 2
 DF1500  NGVD 29 (07/19/86)  102.7    (m)          337.     (f) VERT ANG       
 DF1500
 DF1500.Superseded values are not recommended for survey control.
 DF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1500.See file dsdata.txt to determine how the superseded data were derived.
 DF1500
 DF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8123955251(NAD 83)
 DF1500_MARKER: DD = SURVEY DISK
 DF1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1500+STABILITY: SURFACE MOTION
 DF1500
 DF1500  HISTORY     - Date     Condition        Report By
 DF1500  HISTORY     - 1980     MONUMENTED       GADT
 DF1500
 DF1500                          STATION DESCRIPTION
 DF1500
 DF1500'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1500'THE STATION IS LOCATED APPROXIMATELY 25 KM (15-1/2 MI)
 DF1500'WEST-SOUTHWEST OF WAYNESBORO, 13.25 KM (8-1/4 MI) EAST-NORTHEAST
 DF1500'OF LOUISVILLE, AND 2.5 KM (1-1/2 MI) WEST-SOUTHWEST OF VIDETTE.
 DF1500'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1500'
 DF1500'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 DF1500'ROUTE 305 IN VIDETTE, GO WEST ALONG STATE ROUTE 24 FOR 2.25 KM
 DF1500'(1.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 275 TO THE LEFT.
 DF1500'TURN LEFT AND GO SOUTH ALONG COUNTY ROAD 275 FOR 1.1 KM (0.7 MI)
 DF1500'TO THE STATION ON THE RIGHT.
 DF1500'
 DF1500'THE STATION IS A STANDARD GADT DISK
 DF1500'STAMPED---017-214 1980 AZ MK---,
 DF1500'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1500'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1500'10.06 METERS (33.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DF1500'COUNTY PAVED ROAD 275,
 DF1500'4.73 METERS (15.50 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A
 DF1500'24 INCH METAL PIPE UNDER A DIRT DRIVEWAY TO THE WEST,
 DF1500'2.96 METERS (9.7 FT) NORTH FROM A 20 INCH TWIN SWEETGUM TREE,
 DF1500'AND
 DF1500'0.95 METER (3.1 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1500'
 DF1500'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1500'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 DF1500'BURKE COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1463 ***********************************************************************
 DF1463  DESIGNATION -  BV 017 215 GADT
 DF1463  PID         -  DF1463
 DF1463  STATE/COUNTY-  GA/BURKE
 DF1463  USGS QUAD   -  KEYSVILLE (1950)
 DF1463
 DF1463                         *CURRENT SURVEY CONTROL
 DF1463  ___________________________________________________________________
 DF1463* NAD 83(1994)-  33 09 06.03382(N)    082 11 24.14053(W)     ADJUSTED  
 DF1463* NAVD 88     -       114.1    (meters)     374.     (feet)  VERTCON   
 DF1463  ___________________________________________________________________
 DF1463  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DF1463  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DF1463
 DF1463  HORZ ORDER  -  SECOND
 DF1463
 DF1463.The horizontal coordinates were established by classical geodetic methods
 DF1463.and adjusted by the National Geodetic Survey in September 1997..
 DF1463
 DF1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1463
 DF1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1463
 DF1463.The geoid height was determined by GEOID03.
 DF1463
 DF1463;                    North         East     Units Scale Factor Converg.
 DF1463;SPC GA E     -   349,421.699   197,819.740   MT  0.99990006   -0 00 46.0
 DF1463;SPC GA E     - 1,146,394.36    649,013.60   sFT  0.99990006   -0 00 46.0
 DF1463;UTM  17      - 3,668,732.303   389,018.881   MT  0.99975186   -0 39 03.1
 DF1463
 DF1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1463!SPC GA E     -   0.99998673  x   0.99990006  =   0.99988679
 DF1463!UTM  17      -   0.99998673  x   0.99975186  =   0.99973859
 DF1463
 DF1463|---------------------------------------------------------------------|
 DF1463| PID    Reference Object                     Distance      Geod. Az  |
 DF1463|                                                           dddmmss.s |
 DF1463| DF1462 BV 017 215 GADT RM 1                 27.312 METERS 10659     |
 DF1463| DF1461 BV 017 215 GADT AZ MK               452.844 METERS 1071156.3 |
 DF1463|---------------------------------------------------------------------|
 DF1463
 DF1463                          SUPERSEDED SURVEY CONTROL
 DF1463
 DF1463  NAD 83(1986)-  33 09 06.03826(N)    082 11 24.13687(W) AD(       ) 2
 DF1463  NAD 27      -  33 09 05.50861(N)    082 11 24.70127(W) AD(       ) 2
 DF1463  NGVD 29 (07/19/86)  114.3    (m)          375.     (f) VERT ANG       
 DF1463
 DF1463.Superseded values are not recommended for survey control.
 DF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1463.See file dsdata.txt to determine how the superseded data were derived.
 DF1463
 DF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8901968732(NAD 83)
 DF1463_MARKER: DD = SURVEY DISK
 DF1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1463+STABILITY: SURFACE MOTION
 DF1463
 DF1463  HISTORY     - Date     Condition        Report By
 DF1463  HISTORY     - 1980     MONUMENTED       GADT
 DF1463
 DF1463                          STATION DESCRIPTION
 DF1463
 DF1463'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1463'THE STATION IS LOCATED ABOUT 10 KM (6-1/4 MI) SOUTH-SOUTHEAST OF
 DF1463'KEYSVILLE, 15 KM (9-1/4 MI) WEST-NORTHWEST OF WAYNESBORO, AND
 DF1463'19.8 KM (12-1/4 MI) EAST-SOUTHEAST OF WRENS.
 DF1463'OWNERSHIP--BRUCE A. BROXTON, ROUTE 1, BOX 172, KEYSVILLE, GEORGIA
 DF1463'30816.
 DF1463'
 DF1463'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND STATE
 DF1463'ROUTE 305 APPROXIMATELY 10.5 KM (6.5 MI) SOUTH OF KEYSVILLE,
 DF1463'GO SOUTHEAST ALONG STATE ROUTE 80 FOR 0.1 KM (0.05 MI) TO THE
 DF1463'JUNCTION OF PAVED COUNTY ROAD 91290 TO THE LEFT.  TURN LEFT GOING
 DF1463'NORTHEAST ALONG COUNTY ROAD 91290 FOR 2.6 KM (1.6 MI) TO THE
 DF1463'JUNCTION OF DIRT COUNTY ROAD 227 CROSSING.  CONTINUE GOING
 DF1463'EASTERLY ALONG COUNTY ROAD 91290 FOR 0.4 KM (0.25 MI) TO THE
 DF1463'STATION ON THE LEFT IN FRONT OF THE BRUCE BROXTON RESIDENCE.
 DF1463'
 DF1463'THE STATION IS A STANDARD GADT DISK
 DF1463'STAMPED---017-215 1980---,
 DF1463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1463'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1463'13.41 METERS (44.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1463'ROAD 91290,
 DF1463'30.42 METERS (99.80 FT) EAST FROM THE TOP CENTER OF AN
 DF1463'UNDERGROUND TELEPHONE CABLE PEDESTAL,
 DF1463'7.07 METERS (23.20 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1463'1.65 METERS (5.400 FT) NORTH FROM A WITNESS POST.
 DF1463'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1463'STAMPED---017-215 1980---,
 DF1463'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1463'
 DF1463'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1463'STAMPED---017-215 1980 RM 1---,
 DF1463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1463'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1463'10.07 METERS (33.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1463'ROAD 91290,
 DF1463'34.32 METERS (112.6 FT) EAST-SOUTHEAST FROM THE POWER POLE,
 DF1463'5.79 METERS (19.00 FT) WEST FROM THE CENTERLINE OF A DIRT
 DF1463'DRIVEWAY LEADING TO THE BROXTON RESIDENCE, AND
 DF1463'1.07 METERS (3.500 FT) SOUTH FROM A WITNESS POST.
 DF1463'MARK IS BELOW STATION 0.200 METERS.
 DF1463'
 DF1463'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1463'STAMPED---017-215 1980 AZ MK---,
 DF1463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1463'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1463'4.18 METERS (13.70 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1463'COUNTY PAVED ROAD 91290,
 DF1463'8.35 METERS (27.40 FT) NORTH FROM AN 8 INCH FORKED CHERRY TREE,
 DF1463'AND
 DF1463'7.95 METERS (26.10 FT) NORTH-NORTHEAST FROM A WITNESS POST SET AT
 DF1463'A FENCELINE.
 DF1463'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 DF1463'PAVED COUNTY ROAD 91290 FOR 0.5 KM (0.3 MI) TO THE MARK ON THE
 DF1463'RIGHT, APPROXIMATELY 1.0 M (3.0 FT) FROM THE EDGE OF PAVEMENT.
 DF1463'
 DF1463'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1463'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1463'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1461 ***********************************************************************
 DF1461  DESIGNATION -  BV 017 215 GADT AZ MK
 DF1461  PID         -  DF1461
 DF1461  STATE/COUNTY-  GA/BURKE
 DF1461  USGS QUAD   -  KEYSVILLE (1950)
 DF1461
 DF1461                         *CURRENT SURVEY CONTROL
 DF1461  ___________________________________________________________________
 DF1461* NAD 83(1994)-  33 09 01.68711(N)    082 11 07.44775(W)     ADJUSTED  
 DF1461* NAVD 88     -       112.8    (meters)     370.     (feet)  VERTCON   
 DF1461  ___________________________________________________________________
 DF1461  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DF1461  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 DF1461
 DF1461  HORZ ORDER  -  SECOND
 DF1461
 DF1461.The horizontal coordinates were established by classical geodetic methods
 DF1461.and adjusted by the National Geodetic Survey in September 1997..
 DF1461
 DF1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1461
 DF1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1461
 DF1461.The geoid height was determined by GEOID03.
 DF1461
 DF1461;                    North         East     Units Scale Factor Converg.
 DF1461;SPC GA E     -   349,287.714   198,252.261   MT  0.99990004   -0 00 36.9
 DF1461;SPC GA E     - 1,145,954.78    650,432.63   sFT  0.99990004   -0 00 36.9
 DF1461;UTM  17      - 3,668,593.531   389,449.820   MT  0.99975068   -0 38 53.8
 DF1461
 DF1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1461!SPC GA E     -   0.99998694  x   0.99990004  =   0.99988698
 DF1461!UTM  17      -   0.99998694  x   0.99975068  =   0.99973762
 DF1461
 DF1461                          SUPERSEDED SURVEY CONTROL
 DF1461
 DF1461  NAD 83(1986)-  33 09 01.69154(N)    082 11 07.44410(W) AD(       ) 2
 DF1461  NAD 27      -  33 09 01.16178(N)    082 11 08.00897(W) AD(       ) 2
 DF1461  NGVD 29 (07/19/86)  113.0    (m)          371.     (f) VERT ANG       
 DF1461
 DF1461.Superseded values are not recommended for survey control.
 DF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1461.See file dsdata.txt to determine how the superseded data were derived.
 DF1461
 DF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8945068594(NAD 83)
 DF1461_MARKER: DD = SURVEY DISK
 DF1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1461+STABILITY: SURFACE MOTION
 DF1461
 DF1461  HISTORY     - Date     Condition        Report By
 DF1461  HISTORY     - 1980     MONUMENTED       GADT
 DF1461
 DF1461                          STATION DESCRIPTION
 DF1461
 DF1461'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1461'THE STATION IS LOCATED ABOUT 10 KM (6-1/4 MI) SOUTH-SOUTHEAST OF
 DF1461'KEYSVILLE, 17.2 KM (10-3/4 MI) WEST-NORTHWEST OF WAYNESBORO, AND
 DF1461'20.2 KM (12-1/2 MI) SOUTHEAST OF WRENS.
 DF1461'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1461'
 DF1461'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND STATE
 DF1461'ROUTE 305 APPROXIMATELY 10.5 KM (6.5 MI) SOUTH OF KEYSVILLE,
 DF1461'GO SOUTHEAST ALONG STATE ROUTE 80 FOR 0.1 KM (0.05 MI) TO THE
 DF1461'JUNCTION OF PAVED COUNTY ROAD 91290 TO THE LEFT.  TURN LEFT GOING
 DF1461'NORTHEAST ALONG COUNTY ROAD 91290 FOR 2.6 KM (1.6 MI) TO THE
 DF1461'JUNCTION OF DIRT COUNTY ROAD 227 CROSSING.  CONTINUE GOING
 DF1461'EASTERLY ALONG COUNTY ROAD 91290 FOR 0.9 KM (0.55 MI) TO THE
 DF1461'STATION ON THE RIGHT, APPROXIMATELY 1.0 M (3.0 FT) FROM THE EDGE
 DF1461'OF PAVEMENT.
 DF1461'
 DF1461'THE STATION IS A STANDARD GADT DISK
 DF1461'STAMPED---017-215 1980 AZ MK---,
 DF1461'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1461'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1461'4.18 METERS (13.70 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1461'COUNTY PAVED ROAD 91290,
 DF1461'8.35 METERS (27.40 FT) NORTH FROM AN 8 INCH CHERRY TREE, AND
 DF1461'7.95 METERS (26.10 FT) NORTH-NORTHEAST FROM A WITNESS POST SET AT
 DF1461'THE FENCELINE.
 DF1461'
 DF1461'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1461'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1501 ***********************************************************************
 DF1501  DESIGNATION -  BV 017 216 GADT
 DF1501  PID         -  DF1501
 DF1501  STATE/COUNTY-  GA/BURKE
 DF1501  USGS QUAD   -  KELLYS POND (1950)
 DF1501
 DF1501                         *CURRENT SURVEY CONTROL
 DF1501  ___________________________________________________________________
 DF1501* NAD 83(1994)-  33 03 59.79083(N)    082 16 18.40219(W)     ADJUSTED  
 DF1501* NAVD 88     -       112.3    (meters)     368.     (feet)  VERTCON   
 DF1501  ___________________________________________________________________
 DF1501  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DF1501  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DF1501
 DF1501  HORZ ORDER  -  SECOND
 DF1501
 DF1501.The horizontal coordinates were established by classical geodetic methods
 DF1501.and adjusted by the National Geodetic Survey in September 1997..
 DF1501
 DF1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1501
 DF1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1501
 DF1501.The geoid height was determined by GEOID03.
 DF1501
 DF1501;                    North         East     Units Scale Factor Converg.
 DF1501;SPC GA E     -   339,992.781   190,185.339   MT  0.99990119   -0 03 26.5
 DF1501;SPC GA E     - 1,115,459.65    623,966.40   sFT  0.99990119   -0 03 26.5
 DF1501;UTM  17      - 3,659,390.179   381,281.135   MT  0.99977378   -0 41 38.3
 DF1501
 DF1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1501!SPC GA E     -   0.99998697  x   0.99990119  =   0.99988816
 DF1501!UTM  17      -   0.99998697  x   0.99977378  =   0.99976075
 DF1501
 DF1501:                Primary Azimuth Mark                     Grid Az
 DF1501:SPC GA E     -  BV 017 216 GADT AZ MK                    152 36 39.9
 DF1501:UTM  17      -  BV 017 216 GADT AZ MK                    153 14 51.7
 DF1501
 DF1501|---------------------------------------------------------------------|
 DF1501| PID    Reference Object                     Distance      Geod. Az  |
 DF1501|                                                           dddmmss.s |
 DF1501| DF1498 BV 017 216 GADT AZ MK               407.866 METERS 1523313.4 |
 DF1501| DF1502 BV 017 216 GADT RM 1                 27.601 METERS 35750     |
 DF1501|---------------------------------------------------------------------|
 DF1501
 DF1501                          SUPERSEDED SURVEY CONTROL
 DF1501
 DF1501  NAD 83(1986)-  33 03 59.79527(N)    082 16 18.39864(W) AD(       ) 2
 DF1501  NAD 27      -  33 03 59.25378(N)    082 16 18.95555(W) AD(       ) 2
 DF1501  NGVD 29 (07/19/86)  112.5    (m)          369.     (f) VERT ANG       
 DF1501
 DF1501.Superseded values are not recommended for survey control.
 DF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1501.See file dsdata.txt to determine how the superseded data were derived.
 DF1501
 DF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8128159390(NAD 83)
 DF1501_MARKER: DD = SURVEY DISK
 DF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1501+STABILITY: SURFACE MOTION
 DF1501
 DF1501  HISTORY     - Date     Condition        Report By
 DF1501  HISTORY     - 1980     MONUMENTED       GADT
 DF1501
 DF1501                          STATION DESCRIPTION
 DF1501
 DF1501'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1501'THE STATION IS LOCATED ABOUT 19 KM (11-3/4 MI) SOUTHEAST OF WRENS,
 DF1501'15 KM (9-1/4 MI) SOUTHWEST OF LOUISVILLE, AND 4 KM (2-1/2 MI)
 DF1501'NORHTWEST OF VIDETTE.
 DF1501'OWNERSHIP--WALTER BROWN, ROUTE 3, BOX 78, LOUISVILLE, GEORGIA,
 DF1501'30430.
 DF1501'
 DF1501'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 DF1501'ROUTE 305 IN VIDETTE, GO WEST ALONG STATE ROUTE 24 FOR 1.0 KM
 DF1501'(0.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269 FORKING TO THE
 DF1501'RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 269 FOR 1.2
 DF1501'KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 268 FORKING TO
 DF1501'THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 268 FOR
 DF1501'0.65 KM (0.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 271 CROSSING.
 DF1501'CONTINUE NORTH ALONG COUNTY ROAD 268 FOR 1.7 KM (1.05 MI) TO A
 DF1501'DRIVEWAY TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DF1501'GOING NORTH ALONG COUNTY ROAD 268 FOR 0.4 KM (0.25 MI) TO A DIRT
 DF1501'TRACK ROAD AND A DRIVEWAY TO THE LEFT AND THE STATION ON THE LEFT
 DF1501'NEAR A POWER POLE.
 DF1501'
 DF1501'THE STATION IS A STANDARD GADT DISK
 DF1501'STAMPED---017-216 1980---,
 DF1501'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1501'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1501'33.83 METERS (111.0 FT) SOUTHWEST FROM THE CENTERLINE OF
 DF1501'COUNTY DIRT ROAD 268,
 DF1501'4.27 METERS (14.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1501'FIELD TRACK ROAD (DIRT),
 DF1501'4.36 METERS (14.30 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DF1501'AND
 DF1501'0.91 METER (3.000 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1501'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1501'STAMPED---017-216 1980---,
 DF1501'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1501'
 DF1501'REFERENCE MARK NUMBER 1 IS A STANDARD GADT    DISK
 DF1501'STAMPED---017-216 1980 RM 1---,
 DF1501'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1501'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1501'23.47 METERS (77.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1501'DIRT ROAD 268,
 DF1501'29.08 METERS (95.40 FT) NORTH-NORTHWEST FROM THE POWER POLE,
 DF1501'19.57 METERS (64.20 FT) SOUTH FROM A 30 INCH OAK TREE, AND
 DF1501'2.71 METERS (8.900 FT) SOUTHWEST FROM A WITNESS POST.
 DF1501'MARK IS LEVEL WITH STATION.
 DF1501'
 DF1501'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1501'STAMPED---017-216 1980 AZ MK---,
 DF1501'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1501'FLUSH WITH GROUND.  IT IS LOCATED
 DF1501'8.53 METERS (28.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1501'DIRT ROAD 268,
 DF1501'6.10 METERS (20.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1501'THE SOUTH EXIT-ENTRANCE DIRT DRIVE,
 DF1501'5.18 METERS (17.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1501'NORTH EXIT-ENTRANCE DIRT DRIVE, AND
 DF1501'0.73 METER (2.400 FT) NORTHEAST FROM A WITNESS POST.
 DF1501'
 DF1501'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1501'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1501'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1498 ***********************************************************************
 DF1498  DESIGNATION -  BV 017 216 GADT AZ MK
 DF1498  PID         -  DF1498
 DF1498  STATE/COUNTY-  GA/BURKE
 DF1498  USGS QUAD   -  KELLYS POND (1950)
 DF1498
 DF1498                         *CURRENT SURVEY CONTROL
 DF1498  ___________________________________________________________________
 DF1498* NAD 83(1994)-  33 03 48.04160(N)    082 16 11.15518(W)     ADJUSTED  
 DF1498* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 DF1498  ___________________________________________________________________
 DF1498  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 DF1498  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DF1498
 DF1498  HORZ ORDER  -  SECOND
 DF1498
 DF1498.The horizontal coordinates were established by classical geodetic methods
 DF1498.and adjusted by the National Geodetic Survey in September 1997..
 DF1498
 DF1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1498
 DF1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1498
 DF1498.The geoid height was determined by GEOID03.
 DF1498
 DF1498;                    North         East     Units Scale Factor Converg.
 DF1498;SPC GA E     -   339,630.671   190,372.950   MT  0.99990114   -0 03 22.5
 DF1498;SPC GA E     - 1,114,271.63    624,581.92   sFT  0.99990114   -0 03 22.5
 DF1498;UTM  17      - 3,659,026.053   381,464.689   MT  0.99977324   -0 41 34.2
 DF1498
 DF1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1498!SPC GA E     -   0.99998736  x   0.99990114  =   0.99988851
 DF1498!UTM  17      -   0.99998736  x   0.99977324  =   0.99976061
 DF1498
 DF1498                          SUPERSEDED SURVEY CONTROL
 DF1498
 DF1498  NAD 83(1986)-  33 03 48.04604(N)    082 16 11.15164(W) AD(       ) 2
 DF1498  NAD 27      -  33 03 47.50426(N)    082 16 11.70873(W) AD(       ) 2
 DF1498  NGVD 29 (07/19/86)  110.0    (m)          361.     (f) VERT ANG       
 DF1498
 DF1498.Superseded values are not recommended for survey control.
 DF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1498.See file dsdata.txt to determine how the superseded data were derived.
 DF1498
 DF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8146559026(NAD 83)
 DF1498_MARKER: DD = SURVEY DISK
 DF1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1498+STABILITY: SURFACE MOTION
 DF1498
 DF1498  HISTORY     - Date     Condition        Report By
 DF1498  HISTORY     - 1980     MONUMENTED       GADT
 DF1498
 DF1498                          STATION DESCRIPTION
 DF1498
 DF1498'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1498'THE STATION IS LOCATED ABOUT 19.2 KM (12 MI) SOUTHEAST OF WRENS,
 DF1498'15 KM (9-1/4 MI) SOUTHWEST OF LOUISVILLE, AND 3.5 KM (2-1/4 MI)
 DF1498'NORTHWEST OF VIDETTE.
 DF1498'OWNERSHIP--WALTER BROWN, ROUTE 3, BOX 78, LOUISVILLE, GEORGIA,
 DF1498'30430.
 DF1498'
 DF1498'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND
 DF1498'STATE ROUTE 305 IN VIDETTE, GO WEST ALONG STATE ROUTE 24 FOR
 DF1498'1.0 KM (0.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 269 FORKING TO
 DF1498'THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD
 DF1498'269 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 268
 DF1498'FORKING TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD
 DF1498'268 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 271
 DF1498'CROSSING.  CONTINUE GOING NORTH ALONG COUNTY ROAD 268 FOR
 DF1498'1.7 KM (1.05 MI) TO A DRIVEWAY TO THE LEFT AND THE STATION
 DF1498'ON THE LEFT.
 DF1498'
 DF1498'THE STATION IS A STANDARD GADT DISK
 DF1498'STAMPED---017-216 1980 AZ MK---,
 DF1498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1498'FLUSH WITH GROUND.  IT IS LOCATED
 DF1498'8.53 METERS (28.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1498'DIRT ROAD 268,
 DF1498'6.1 METERS (20.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1498'SOUTH EXIT-ENTRANCE DIRT DRIVE,
 DF1498'5.18 METERS (17.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1498'NORTH EXIT-ENTRANCE DIRT DRIVE, AND
 DF1498'0.73 METER (2.400 FT) NORTHEAST FROM A WITNESS POST.
 DF1498'
 DF1498'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1498'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1497 ***********************************************************************
 DF1497  DESIGNATION -  BV 017 217 GADT
 DF1497  PID         -  DF1497
 DF1497  STATE/COUNTY-  GA/BURKE
 DF1497  USGS QUAD   -  KELLYS POND (1950)
 DF1497
 DF1497                         *CURRENT SURVEY CONTROL
 DF1497  ___________________________________________________________________
 DF1497* NAD 83(1994)-  33 00 08.31204(N)    082 15 08.35008(W)     ADJUSTED  
 DF1497* NAVD 88     -       107.7    (meters)     353.     (feet)  VERTCON   
 DF1497  ___________________________________________________________________
 DF1497  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 DF1497  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DF1497
 DF1497  HORZ ORDER  -  SECOND
 DF1497
 DF1497.The horizontal coordinates were established by classical geodetic methods
 DF1497.and adjusted by the National Geodetic Survey in September 1997..
 DF1497
 DF1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1497
 DF1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1497
 DF1497.The geoid height was determined by GEOID03.
 DF1497
 DF1497;                    North         East     Units Scale Factor Converg.
 DF1497;SPC GA E     -   332,860.682   191,996.478   MT  0.99990079   -0 02 48.0
 DF1497;SPC GA E     - 1,092,060.42    629,908.44   sFT  0.99990079   -0 02 48.0
 DF1497;UTM  17      - 3,652,239.341   383,012.762   MT  0.99976875   -0 40 55.9
 DF1497
 DF1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1497!SPC GA E     -   0.99998770  x   0.99990079  =   0.99988849
 DF1497!UTM  17      -   0.99998770  x   0.99976875  =   0.99975645
 DF1497
 DF1497|---------------------------------------------------------------------|
 DF1497| PID    Reference Object                     Distance      Geod. Az  |
 DF1497|                                                           dddmmss.s |
 DF1497| DF1496 BV 017 217 GADT RM 1                  9.258 METERS 07321     |
 DF1497| DF1454 BV 017 217 GADT AZ MK               APPROX. 0.6 KM 0733746.1 |
 DF1497|---------------------------------------------------------------------|
 DF1497
 DF1497                          SUPERSEDED SURVEY CONTROL
 DF1497
 DF1497  NAD 83(1986)-  33 00 08.31560(N)    082 15 08.34616(W) AD(       ) 2
 DF1497  NAD 27      -  33 00 07.77050(N)    082 15 08.90286(W) AD(       ) 2
 DF1497  NGVD 29 (07/19/86)  107.9    (m)          354.     (f) VERT ANG       
 DF1497
 DF1497.Superseded values are not recommended for survey control.
 DF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1497.See file dsdata.txt to determine how the superseded data were derived.
 DF1497
 DF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8301352239(NAD 83)
 DF1497_MARKER: DD = SURVEY DISK
 DF1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1497+STABILITY: SURFACE MOTION
 DF1497
 DF1497  HISTORY     - Date     Condition        Report By
 DF1497  HISTORY     - 1980     MONUMENTED       GADT
 DF1497
 DF1497                          STATION DESCRIPTION
 DF1497
 DF1497'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1497'THE STATION IS LOCATED ABOUT 24.2 KM (15 MI) WEST-SOUTHWEST OF
 DF1497'WAYNESBORO, 15 KM (9-1/4 MI) EAST OF LOUISVILLE, AND 4 KM (2-1/2
 DF1497'MI) SOUTH OF VIDETTE.
 DF1497'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1497'
 DF1497'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 DF1497'ROUTE 305 IN VIDETTE, GO SOUTH ALONG STATE ROUTE 305 FOR
 DF1497'3.85 KM (2.4 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 275
 DF1497'(HARTLEY-LIGHTFOOT ROAD) TO THE RIGHT.  TURN RIGHT AND GO WEST
 DF1497'ALONG COUNTY PAVED ROAD 275 FOR 0.1 KM (0.05 MI) TO THE AZIMUTH
 DF1497'MARK ON THE LEFT.  CONTINUE WEST ALONG COUNTY ROAD 275 FOR 0.4 KM
 DF1497'(0.25 MI) TO THE STATION ON THE RIGHT.
 DF1497'
 DF1497'THE STATION IS A STANDARD GADT DISK
 DF1497'STAMPED---017-217 1980---,
 DF1497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1497'FLUSH WITH GROUND.  IT IS LOCATED
 DF1497'5.30 METERS (17.40 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1497'COUNTY PAVED ROAD 275 (HARTLEY-LIGHTFOOT ROAD),
 DF1497'7.71 METERS (25.30 FT) EAST-SOUTHEAST FROM AN UNDERGROUND
 DF1497'TELEPHONE CABLE WARNING SIGN POST, AND
 DF1497'6.00 METERS (19.70 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1497'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1497'STAMPED---017-217 1980---,
 DF1497'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1497'
 DF1497'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1497'STAMPED---017-217 1980 RM 1---,
 DF1497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1497'FLUSH WITH GROUND.  IT IS LOCATED
 DF1497'5.67 METERS (18.60 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1497'COUNTY PAVED ROAD 275 (HARTLEY LIGHTFOOT ROAD),
 DF1497'15.24 METERS (50.00 FT) EAST FROM THE UNDERGROUND TELEPHONE CABLE
 DF1497'WARNING SIGN POST, AND
 DF1497'5.67 METERS (18.60 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1497'MARK IS LEVEL WITH STATION.
 DF1497'
 DF1497'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1497'STAMPED---017-217 1980 AZ MK---,
 DF1497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1497'FLUSH WITH GROUND.  IT IS LOCATED
 DF1497'12.34 METERS (40.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1497'ROAD 275 (HARTLEY-LIGHTFOOT ROAD),
 DF1497'16.92 METERS (55.50 FT) EAST-SOUTHEAST FROM THE POINT OF
 DF1497'INTERSECTION OF CENTERLINES OF COUNTY PAVED ROAD 275 AND COUNTY
 DF1497'DIRT ROAD 274,
 DF1497'24.75 METERS (81.20 FT) SOUTH-SOUTHEAST FROM THE TOP CENTER OF AN
 DF1497'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF ROAD
 DF1497'275, AND
 DF1497'0.88 METER (2.900 FT) NORTH FROM A WITNESS POST.
 DF1497'
 DF1497'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1497'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1497'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1454 ***********************************************************************
 DF1454  DESIGNATION -  BV 017 217 GADT AZ MK
 DF1454  PID         -  DF1454
 DF1454  STATE/COUNTY-  GA/BURKE
 DF1454  USGS QUAD   -  GOUGH (1950)
 DF1454
 DF1454                         *CURRENT SURVEY CONTROL
 DF1454  ___________________________________________________________________
 DF1454* NAD 83(1994)-  33 00 13.72144(N)    082 14 46.49375(W)     ADJUSTED  
 DF1454* NAVD 88     -       109.9    (meters)     361.     (feet)  VERTCON   
 DF1454  ___________________________________________________________________
 DF1454  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DF1454  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DF1454
 DF1454  HORZ ORDER  -  SECOND
 DF1454
 DF1454.The horizontal coordinates were established by classical geodetic methods
 DF1454.and adjusted by the National Geodetic Survey in September 1997..
 DF1454
 DF1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1454
 DF1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1454
 DF1454.The geoid height was determined by GEOID03.
 DF1454
 DF1454;                    North         East     Units Scale Factor Converg.
 DF1454;SPC GA E     -   333,026.866   192,563.906   MT  0.99990068   -0 02 36.1
 DF1454;SPC GA E     - 1,092,605.64    631,770.08   sFT  0.99990068   -0 02 36.1
 DF1454;UTM  17      - 3,652,399.200   383,581.923   MT  0.99976711   -0 40 44.0
 DF1454
 DF1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1454!SPC GA E     -   0.99998736  x   0.99990068  =   0.99988804
 DF1454!UTM  17      -   0.99998736  x   0.99976711  =   0.99975447
 DF1454
 DF1454                          SUPERSEDED SURVEY CONTROL
 DF1454
 DF1454  NAD 83(1986)-  33 00 13.72499(N)    082 14 46.48983(W) AD(       ) 2
 DF1454  NAD 27      -  33 00 13.18004(N)    082 14 47.04716(W) AD(       ) 2
 DF1454  NGVD 29 (07/19/86)  110.1    (m)          361.     (f) VERT ANG       
 DF1454
 DF1454.Superseded values are not recommended for survey control.
 DF1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1454.See file dsdata.txt to determine how the superseded data were derived.
 DF1454
 DF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8358252399(NAD 83)
 DF1454_MARKER: DD = SURVEY DISK
 DF1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1454+STABILITY: SURFACE MOTION
 DF1454
 DF1454  HISTORY     - Date     Condition        Report By
 DF1454  HISTORY     - 1980     MONUMENTED       GADT
 DF1454
 DF1454                          STATION DESCRIPTION
 DF1454
 DF1454'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1454'THE STATION IS LOCATED ABOUT 23.8 KM (14-3/4 MI) WEST-SOUTHWEST
 DF1454'OF WAYNESBORO, 15.2 KM (9-1/2 MI) EAST OF LOUISVILLE, AND 4 KM
 DF1454'(2-1/2 MI) SOUTH OF VIDETTE.
 DF1454'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1454'
 DF1454'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 DF1454'ROUTE 305 IN VIDETTE, GO SOUTH ALONG STATE ROUTE 305 FOR 3.85 KM
 DF1454'(2.4 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 275 (HARTLEY
 DF1454'LIGHTFOOT ROAD) TO THE RIGHT.  TURN RIGHT AND GO WEST ALONG COUNTY
 DF1454'PAVED ROAD 275 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 DF1454'
 DF1454'THE STATION IS A STANDARD GADT DISK
 DF1454'STAMPED---017-217 1980 AZ MK---,
 DF1454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1454'FLUSH WITH GROUND.  IT IS LOCATED
 DF1454'12.34 METERS (40.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1454'ROAD 275 (HARTLEY-LIGHTFOOT ROAD),
 DF1454'16.92 METERS (55.50 FT) EAST-SOUTHEAST FROM THE POINT OF
 DF1454'INTERSECTION OF CENTERLINES OF COUNTY PAVED ROAD 275 AND COUNTY
 DF1454'DIRT ROAD 274,
 DF1454'24.75 METERS (81.20 FT) SOUTH-SOUTHEAST FROM THE TOP CENTER OF AN
 DF1454'UNDERGROUND TELEPHONE CABLE PEDESTAL TO THE NORTH OF THE ROAD, AND
 DF1454'0.88 METER (2.900 FT) NORTH FROM A WITNESS POST.
 DF1454'
 DF1454'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1454'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1445 ***********************************************************************
 DF1445  DESIGNATION -  BV 017 218 GADT
 DF1445  PID         -  DF1445
 DF1445  STATE/COUNTY-  GA/BURKE
 DF1445  USGS QUAD   -  WAYNESBORO (1950)
 DF1445
 DF1445                         *CURRENT SURVEY CONTROL
 DF1445  ___________________________________________________________________
 DF1445* NAD 83(1994)-  33 05 45.72286(N)    082 02 35.02388(W)     ADJUSTED  
 DF1445* NAVD 88     -        97.6    (meters)     320.     (feet)  VERTCON   
 DF1445  ___________________________________________________________________
 DF1445  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DF1445  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DF1445
 DF1445  HORZ ORDER  -  SECOND
 DF1445
 DF1445.The horizontal coordinates were established by classical geodetic methods
 DF1445.and adjusted by the National Geodetic Survey in September 1997..
 DF1445
 DF1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1445
 DF1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1445
 DF1445.The geoid height was determined by GEOID03.
 DF1445
 DF1445;                    North         East     Units Scale Factor Converg.
 DF1445;SPC GA E     -   343,257.807   211,537.555   MT  0.99990164   +0 04 03.0
 DF1445;SPC GA E     - 1,126,171.66    694,019.46   sFT  0.99990164   +0 04 03.0
 DF1445;UTM  17      - 3,662,417.198   402,664.985   MT  0.99971681   -0 34 10.6
 DF1445
 DF1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1445!SPC GA E     -   0.99998938  x   0.99990164  =   0.99989102
 DF1445!UTM  17      -   0.99998938  x   0.99971681  =   0.99970620
 DF1445
 DF1445|---------------------------------------------------------------------|
 DF1445| PID    Reference Object                     Distance      Geod. Az  |
 DF1445|                                                           dddmmss.s |
 DF1445| DF1446 BV 017 218 GADT RM 1                  8.311 METERS 28011     |
 DF1445| DF1448 BV 017 218 GADT AZ MK               APPROX. 0.5 KM 2801508.4 |
 DF1445|---------------------------------------------------------------------|
 DF1445
 DF1445                          SUPERSEDED SURVEY CONTROL
 DF1445
 DF1445  NAD 83(1986)-  33 05 45.72680(N)    082 02 35.01893(W) AD(       ) 2
 DF1445  NAD 27      -  33 05 45.18624(N)    082 02 35.58890(W) AD(       ) 2
 DF1445  NGVD 29 (07/19/86)   97.8    (m)          321.     (f) VERT ANG       
 DF1445
 DF1445.Superseded values are not recommended for survey control.
 DF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1445.See file dsdata.txt to determine how the superseded data were derived.
 DF1445
 DF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0266562417(NAD 83)
 DF1445_MARKER: DD = SURVEY DISK
 DF1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1445+STABILITY: SURFACE MOTION
 DF1445
 DF1445  HISTORY     - Date     Condition        Report By
 DF1445  HISTORY     - 1980     MONUMENTED       GADT
 DF1445
 DF1445                          STATION DESCRIPTION
 DF1445
 DF1445'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1445'THE STATION IS LOCATED ABOUT 2.5 KM (1-1/2 MI) WEST-NORTHWEST
 DF1445'OF WAYNESBORO, 29.8 KM (18-1/2 MI) WEST-NORTHWEST OF SARDIS, AND
 DF1445'20 KM (12-1/2 MI) EAST-NORTHEAST OF VIDETTE.
 DF1445'OWNERSHIP--CAZAC INC.
 DF1445'
 DF1445'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN WAYNESBORO,
 DF1445'GO NORTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 21) FOR 0.8 KM
 DF1445'(0.5 MI) TO THE JUNCTION OF NINTH STREET (PAVED) TO THE LEFT.
 DF1445'TURN LEFT AND GO WEST ALONG NINTH STREET FOR 0.25 KM (0.15 MI)
 DF1445'TO THE JUNCTION OF COUNTY PAVED ROAD 91290 (QUAKER ROAD) TO
 DF1445'THE RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG COUNTY PAVED ROAD
 DF1445'91290 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF A PRIVATE DIRT DRIVE
 DF1445'TO THE LEFT.  TURN LEFT AND GO SOUTH ALONG THE DIRT DRIVEWAY FOR
 DF1445'1.0 KM (0.6 MI) TO THE JUNCTION OF THE CENTRAL OF GEORGIA RAILROAD
 DF1445'TRACKS AND A FIELD ROAD (DIRT) CROSSING.  TURN LEFT AND GO EAST
 DF1445'ALONG THE FIELD ROAD (PARALLEL TO RAILROAD TRACK) FOR 0.15 KM
 DF1445'(0.1 MI) TO THE STATION ON THE LEFT.
 DF1445'
 DF1445'THE STATION IS A STANDARD GADT DISK
 DF1445'STAMPED---017-218 1980---,
 DF1445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1445'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1445'3.96 METERS (13.00 FT) NORTH FROM THE CENTERLINE OF THE FIELD
 DF1445'TRACK ROAD,
 DF1445'9.69 METERS (31.80 FT) SOUTH FROM THE SOUTH RAIL OF THE CENTRAL
 DF1445'OF GEORGIA RAILROAD TRACK,
 DF1445'1.19 METERS (3.90 FT) SOUTH FROM A WITNESS POST.
 DF1445'0.91 METER (3.0 FT) NORTH FROM ANOTHER WITNESS POST.
 DF1445'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1445'STAMPED---017-218 1980---,
 DF1445'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1445'
 DF1445'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1445'STAMPED---017-218 1980 RM 1---,
 DF1445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1445'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1445'3.35 METERS (11.00 FT) NORTH FROM THE CENTERLINE OF THE FIELD
 DF1445'ROAD,
 DF1445'10.03 METERS (32.90 FT) SOUTH FROM THE SOUTH RAIL OF THE CENTRAL
 DF1445'OF GEORGIA RAILROAD, AND
 DF1445'1.74 METERS (5.70 FT) SOUTH FROM A WITNESS POST.
 DF1445'MARK IS LEVEL WITH STATION.
 DF1445'
 DF1445'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1445'STAMPED---017-218 1980 AZ MK---,
 DF1445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1445'PROJECTING 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1445'24.84 METERS (81.50 FT) SOUTH FROM THE SOUTH RAIL OF THE CENTRAL
 DF1445'OF GEORGIA MAINLINE RAILROAD TRACK,
 DF1445'21.00 METERS (68.90 FT) SOUTHEAST FROM THE TOP CENTER OF A POWER
 DF1445'LINE RIGHT OF WAY MARKER,
 DF1445'10.79 METERS (35.40 FT) NORTH FROM A POWER POLE,
 DF1445'10.67 METERS (35.00 FT) NORTHWEST FROM ANOTHER POWER POLE, AND
 DF1445'0.82 METER (2.70 FT) EAST FROM A WITNESS POST SET AT ANOTHER
 DF1445'POWER POLE.
 DF1445'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG THE
 DF1445'FIELD ROAD (PARALLEL TO RAILROAD TRACK) FOR 0.5 KM (0.3 MI) TO
 DF1445'THE AZIMUTH MARK ON THE LEFT AT A GEORGIA POWER LINE CROSSING.
 DF1445'
 DF1445'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1445'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1445'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1448 ***********************************************************************
 DF1448  DESIGNATION -  BV 017 218 GADT AZ MK
 DF1448  PID         -  DF1448
 DF1448  STATE/COUNTY-  GA/BURKE
 DF1448  USGS QUAD   -  WAYNESBORO (1950)
 DF1448
 DF1448                         *CURRENT SURVEY CONTROL
 DF1448  ___________________________________________________________________
 DF1448* NAD 83(1994)-  33 05 48.61751(N)    082 02 54.04006(W)     ADJUSTED  
 DF1448* NAVD 88     -        96.4    (meters)     316.     (feet)  VERTCON   
 DF1448  ___________________________________________________________________
 DF1448  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DF1448  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF1448
 DF1448  HORZ ORDER  -  SECOND
 DF1448
 DF1448.The horizontal coordinates were established by classical geodetic methods
 DF1448.and adjusted by the National Geodetic Survey in September 1997..
 DF1448
 DF1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1448
 DF1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1448
 DF1448.The geoid height was determined by GEOID03.
 DF1448
 DF1448;                    North         East     Units Scale Factor Converg.
 DF1448;SPC GA E     -   343,346.406   211,044.394   MT  0.99990150   +0 03 52.6
 DF1448;SPC GA E     - 1,126,462.33    692,401.48   sFT  0.99990150   +0 03 52.6
 DF1448;UTM  17      - 3,662,511.258   402,172.930   MT  0.99971800   -0 34 21.0
 DF1448
 DF1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1448!SPC GA E     -   0.99998957  x   0.99990150  =   0.99989107
 DF1448!UTM  17      -   0.99998957  x   0.99971800  =   0.99970757
 DF1448
 DF1448                          SUPERSEDED SURVEY CONTROL
 DF1448
 DF1448  NAD 83(1986)-  33 05 48.62145(N)    082 02 54.03510(W) AD(       ) 2
 DF1448  NAD 27      -  33 05 48.08106(N)    082 02 54.60452(W) AD(       ) 2
 DF1448  NGVD 29 (07/19/86)   96.6    (m)          317.     (f) VERT ANG       
 DF1448
 DF1448.Superseded values are not recommended for survey control.
 DF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1448.See file dsdata.txt to determine how the superseded data were derived.
 DF1448
 DF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0217362511(NAD 83)
 DF1448_MARKER: DD = SURVEY DISK
 DF1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1448+STABILITY: SURFACE MOTION
 DF1448
 DF1448  HISTORY     - Date     Condition        Report By
 DF1448  HISTORY     - 1980     MONUMENTED       GADT
 DF1448
 DF1448                          STATION DESCRIPTION
 DF1448
 DF1448'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1448'THE STATION IS LOCATED ABOUT 2.8 KM (1-3/4 MI) WEST-NORTHWEST
 DF1448'OF WAYNESBORO, 29.5 KM (18-3/4 MI) WEST-NORTHWEST OF SARDIS, AND
 DF1448'19.8 KM (12-1/4 MI) EAST-NORTHEAST OF VIDETTE.
 DF1448'OWNERSHIP--GEORGIA POWER COMPANY.
 DF1448'
 DF1448'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN WAYNESBORO,
 DF1448'GO NORTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 21) FOR 0.8 KM (0.5
 DF1448'MI) TO THE JUNCTION OF NINTH STREET (PAVED TO THE LEFT.  TURN
 DF1448'LEFT AND GO WEST ALONG NINTH STREET FOR 0.25 KM (0.15 MI) TO
 DF1448'THE JUNCTION OF COUNTY PAVED ROAD 91290 (QUAKER ROAD) TO THE
 DF1448'RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG COUNTY PAVED ROAD
 DF1448'91290 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF A PRIVATE DIRT
 DF1448'DRIVE TO THE LEFT.  TURN LEFT AND GO SOUTH ALONG THE DIRT
 DF1448'DRIVEWAY FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF THE CENTRAL OF
 DF1448'GEORGIA RAILROAD TRACKS AND A FIELD ROAD (DIRT) CROSSING.  TURN
 DF1448'LEFT AND GO EAST ALONG THE FIELD ROAD PARALLEL TO THE RAILROAD
 DF1448'TRACKS FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT AT A
 DF1448'GEORGIA POWER LINE CROSSING.
 DF1448'
 DF1448'THE STATION IS A STANDARD GADT DISK
 DF1448'STAMPED---017-218 1980 AZ MK---,
 DF1448'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1448'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1448'24.84 METERS (81.50 FT) SOUTH FROM THE SOUTH RAIL OF THE CENTRAL
 DF1448'OF GEORGIA MAINLINE RAILROAD TRACK,
 DF1448'21.00 METERS (68.90 FT) SOUTHEAST FROM THE TOP CENTER OF A POWER
 DF1448'LINE RIGHT OF WAY MARKER,
 DF1448'10.79 METERS (35.40 FT) NORTH FROM A POWER POLE,
 DF1448'10.67 METERS (35.00 FT) NORTHWEST FROM ANOTHER POWER POLE, AND
 DF1448'0.82 METER (2.70 FT) EAST FROM A WITNESS POST SET AT ANOTHER
 DF1448'POWER POLE.
 DF1448'
 DF1448'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1448'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1424 ***********************************************************************
 DF1424  DESIGNATION -  BV 017 219 GADT
 DF1424  PID         -  DF1424
 DF1424  STATE/COUNTY-  GA/BURKE
 DF1424  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1424
 DF1424                         *CURRENT SURVEY CONTROL
 DF1424  ___________________________________________________________________
 DF1424* NAD 83(1994)-  33 10 15.45447(N)    082 01 21.19984(W)     ADJUSTED  
 DF1424* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 DF1424  ___________________________________________________________________
 DF1424  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DF1424  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DF1424
 DF1424  HORZ ORDER  -  SECOND
 DF1424
 DF1424.The horizontal coordinates were established by classical geodetic methods
 DF1424.and adjusted by the National Geodetic Survey in September 1997..
 DF1424
 DF1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1424
 DF1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1424
 DF1424.The geoid height was determined by GEOID03.
 DF1424
 DF1424;                    North         East     Units Scale Factor Converg.
 DF1424;SPC GA E     -   351,569.173   213,440.279   MT  0.99990223   +0 04 43.9
 DF1424;SPC GA E     - 1,153,439.86    700,261.98   sFT  0.99990223   +0 04 43.9
 DF1424;UTM  17      - 3,670,705.317   404,659.725   MT  0.99971207   -0 33 34.3
 DF1424
 DF1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1424!SPC GA E     -   0.99999009  x   0.99990223  =   0.99989232
 DF1424!UTM  17      -   0.99999009  x   0.99971207  =   0.99970216
 DF1424
 DF1424|---------------------------------------------------------------------|
 DF1424| PID    Reference Object                     Distance      Geod. Az  |
 DF1424|                                                           dddmmss.s |
 DF1424| DF1425 BV 017 219 GADT RM 1                 10.814 METERS 18457     |
 DF1424| DF1426 BV 017 219 GADT AZ MK               387.053 METERS 18501     |
 DF1424|---------------------------------------------------------------------|
 DF1424
 DF1424                          SUPERSEDED SURVEY CONTROL
 DF1424
 DF1424  NAD 83(1986)-  33 10 15.45880(N)    082 01 21.19512(W) AD(       ) 2
 DF1424  NAD 27      -  33 10 14.93056(N)    082 01 21.77093(W) AD(       ) 2
 DF1424  NGVD 29 (07/19/86)   93.4    (m)          306.     (f) VERT ANG       
 DF1424
 DF1424.Superseded values are not recommended for survey control.
 DF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1424.See file dsdata.txt to determine how the superseded data were derived.
 DF1424
 DF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0466070705(NAD 83)
 DF1424_MARKER: DD = SURVEY DISK
 DF1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1424+STABILITY: SURFACE MOTION
 DF1424
 DF1424  HISTORY     - Date     Condition        Report By
 DF1424  HISTORY     - 1980     MONUMENTED       GADT
 DF1424
 DF1424                          STATION DESCRIPTION
 DF1424
 DF1424'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1424'THE STATION IS LOCATED ABOUT 9.2 KM (5-3/4 MI) NORTH OF
 DF1424'WAYNESBORO, 17.2 KM (10-3/4 MI) SOUTHEAST OF HEPHZIBAH, AND
 DF1424'10.5 KM (6-1/2 MI) SOUTHWEST OF MCBEAN.
 DF1424'OWNERSHIP--PORTER CARSWELL,
 DF1424'BOX 3, WAYNESBORO GEORGIA, PHONE 404-554-2744,
 DF1424'PHONE 404-554-5852, PHONE 404-554-2740.
 DF1424'
 DF1424'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DF1424'WAYNESBORO, GO NORTH ALONG U.S. HIGHWAY 25 FOR 6.3 KM (3.9 MI)
 DF1424'TO THE JUNCTION OF PAVED COUNTY ROAD 212 TO THE LEFT AND PAVED
 DF1424'COUNTY ROAD 206 TO THE RIGHT.  CONTINUE GOING NORTH ALONG U.S.
 DF1424'HIGHWAY 25 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF DIRT COUNTY
 DF1424'ROAD 28 (HUNNICUTT-GRESHAM ROAD) TO THE RIGHT.  TURN RIGHT GOING
 DF1424'EAST ALONG COUNTY ROAD 28 FOR 1.5 KM (0.95 MI) TO A POWER LINE
 DF1424'CROSSING AND A DIRT FIELD ROAD TO THE LEFT.  TURN LEFT GOING NORTH
 DF1424'ALONG THE FIELD ROAD FOR ABOUT 30.5 METERS (100 FT) TO THE AZIMUTH
 DF1424'MARK ON THE RIGHT AT TWO POWER POLES.  CONTINUE GOING NORTH ALONG
 DF1424'THE FIELD ROAD FOR 0.5 KM (0.3 MI) TO A HEDGEROW AND THE STATION
 DF1424'ON THE LEFT.
 DF1424'
 DF1424'THE STATION IS A STANDARD GADT DISK
 DF1424'STAMPED---017-219 1980---,
 DF1424'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1424'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1424'3.66 METERS (12.00 FT) SOUTH FROM THE CENTER OF THE FIELD TRACK
 DF1424'ROAD,
 DF1424'16.31 METERS (53.50 FT) WEST-NORTHWEST FROM THE WESTERN MOST
 DF1424'POWER POLE OF THE POWER LINE,
 DF1424'3.17 METERS (10.40 FT) NORTH-NORTHWEST FROM A 8 INCH WILD CHERRY
 DF1424'TREE, AND
 DF1424'1.04 METERS (3.40 FT) NORTHEAST FROM A WITNESS POST.
 DF1424'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1424'STAMPED---017-219 1980---,
 DF1424'SET INTO AN IRREGULAR MASS OF CONCRETE .85 METERS BELOW THE SURFACE.
 DF1424'
 DF1424'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1424'STAMPED---017-219 1980 RM 1---,
 DF1424'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1424'FLUSH WITH GROUND.  IT IS LOCATED
 DF1424'11.58 METERS (38.00 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 DF1424'FIELD TRACK ROAD,
 DF1424'15.18 METERS (49.80 FT) WEST-SOUTHWEST FROM THE WESTERN MOST
 DF1424'POWER POLE OF THE POWER LINE,
 DF1424'4.05 METERS (13.30 FT) SOUTH-SOUTHWEST FROM A 10 INCH TWIN WILD
 DF1424'CHERRY TREE, AND
 DF1424'1.16 METERS (3.80 FT) SOUTHWEST FROM A WITNESS POST.
 DF1424'MARK IS LEVEL WITH STATION.
 DF1424'
 DF1424'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1424'STAMPED---017-219 1980 AZ MK---,
 DF1424'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1424'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1424'35.97 METERS (118.0 FT) NORTH FROM THE CENTERLINE OF COUNTY DIRT
 DF1424'ROAD 28,
 DF1424'3.81 METERS (12.50 FT) EAST FROM THE CENTER OF THE FIELD TRACK
 DF1424'ROAD,
 DF1424'4.66 METERS (15.30 FT) WEST FROM A POWER POLE,
 DF1424'0.70 METER (2.30 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE, AND
 DF1424'0.82 METER (2.70 FT) SOUTH FROM A WITNESS POST.
 DF1424'
 DF1424'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1424'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1424'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1426 ***********************************************************************
 DF1426  DESIGNATION -  BV 017 219 GADT AZ MK
 DF1426  PID         -  DF1426
 DF1426  STATE/COUNTY-  GA/BURKE
 DF1426  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1426
 DF1426                         *CURRENT SURVEY CONTROL
 DF1426  ___________________________________________________________________
 DF1426* NAD 83(1994)-  33 10 02.93901(N)    082 01 22.50549(W)     ADJUSTED  
 DF1426* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 DF1426  ___________________________________________________________________
 DF1426  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DF1426  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DF1426
 DF1426  HORZ ORDER  -  SECOND
 DF1426
 DF1426.The horizontal coordinates were established by classical geodetic methods
 DF1426.and adjusted by the National Geodetic Survey in September 1997..
 DF1426
 DF1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1426
 DF1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1426
 DF1426.The geoid height was determined by GEOID03.
 DF1426
 DF1426;                    North         East     Units Scale Factor Converg.
 DF1426;SPC GA E     -   351,183.593   213,406.984   MT  0.99990222   +0 04 43.1
 DF1426;SPC GA E     - 1,152,174.84    700,152.75   sFT  0.99990222   +0 04 43.1
 DF1426;UTM  17      - 3,670,320.205   404,622.143   MT  0.99971216   -0 33 34.8
 DF1426
 DF1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1426!SPC GA E     -   0.99999168  x   0.99990222  =   0.99989390
 DF1426!UTM  17      -   0.99999168  x   0.99971216  =   0.99970384
 DF1426
 DF1426                          SUPERSEDED SURVEY CONTROL
 DF1426
 DF1426  NAD 83(1986)-  33 10 02.94334(N)    082 01 22.50077(W) AD(       ) 2
 DF1426  NAD 27      -  33 10 02.41478(N)    082 01 23.07651(W) AD(       ) 2
 DF1426  NGVD 29 (07/19/86)   83.3    (m)          273.     (f) VERT ANG       
 DF1426
 DF1426.Superseded values are not recommended for survey control.
 DF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1426.See file dsdata.txt to determine how the superseded data were derived.
 DF1426
 DF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0462270320(NAD 83)
 DF1426_MARKER: DD = SURVEY DISK
 DF1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1426+STABILITY: SURFACE MOTION
 DF1426
 DF1426  HISTORY     - Date     Condition        Report By
 DF1426  HISTORY     - 1980     MONUMENTED       GADT
 DF1426
 DF1426                          STATION DESCRIPTION
 DF1426
 DF1426'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1426'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) NORTH OF
 DF1426'WAYNESBORO, 17.8 KM (11 MI) SOUTHEAST OF HEPHZIBAH, AND
 DF1426'10.8 KM (6-3/4 MI) SOUTHWEST OF MCBEAN.
 DF1426'OWNERSHIP--PORTER CARSWELL,
 DF1426'BOX 3, WAYNESBORO GEORGIA, PHONE 404 554-5882,
 DF1426'PHONE 404-554-2744, PHONE 404-554-2740.
 DF1426'
 DF1426'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DF1426'WAYNESBORO, GO NORTH ALONG U.S. HIGHWAY 25 FOR 6.3 KM (3.9 MI)
 DF1426'TO THE JUNCTION OF PAVED COUNTY ROAD 212 TO THE LEFT AND PAVED
 DF1426'COUNTY ROAD 206 TO THE RIGHT.  CONTINUE GOING NORTH ALONG U.S.
 DF1426'HIGHWAY 25 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF DIRT COUNTY
 DF1426'ROAD 28 (HUNNICUTT-GRESHAM ROAD) TO THE RIGHT.  TURN RIGHT GOING
 DF1426'EAST ALONG COUNTY ROAD 28 FOR 1.5 KM (0.95 MI) TO A POWER LINE
 DF1426'CROSSING AND A DIRT FIELD ROAD TO THE LEFT.  TURN LEFT GOING
 DF1426'NORTH ALONG THE FIELD ROAD FOR ABOUT 30.50 METERS (100 FT) TO
 DF1426'THE STATION ON THE RIGHT AT TWO POWER POLES.
 DF1426'
 DF1426'THE STATION IS A STANDARD GADT DISK
 DF1426'STAMPED---017-219 1980 AZ MK---,
 DF1426'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1426'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1426'35.97 METERS (118.0 FT) NORTH FROM THE CENTERLINE OF COUNTY DIRT
 DF1426'ROAD 28,
 DF1426'3.81 METERS (12.50 FT) EAST FROM THE CENTER OF THE FIELD TRACK
 DF1426'ROAD,
 DF1426'4.66 METERS (15.30 FT) WEST FROM A POWER POLE,
 DF1426'0.70 METER (2.3 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE, AND
 DF1426'0.82 METER (2.70 FT) SOUTH FROM A WITNESS POST.
 DF1426'
 DF1426'COUNTY ROAD NUMBERS OBTAINED FROM--GENNERAL HIGHWAY MAP
 DF1426'BURKE COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2282 ***********************************************************************
 DE2282  DESIGNATION -  BV 017 220 GADT
 DE2282  PID         -  DE2282
 DE2282  STATE/COUNTY-  GA/BURKE
 DE2282  USGS QUAD   -  MC BEAN (1980)
 DE2282
 DE2282                         *CURRENT SURVEY CONTROL
 DE2282  ___________________________________________________________________
 DE2282* NAD 83(1994)-  33 11 51.48722(N)    081 57 59.06363(W)     ADJUSTED  
 DE2282* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 DE2282  ___________________________________________________________________
 DE2282  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DE2282  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DE2282
 DE2282  HORZ ORDER  -  SECOND
 DE2282
 DE2282.The horizontal coordinates were established by classical geodetic methods
 DE2282.and adjusted by the National Geodetic Survey in September 1997..
 DE2282
 DE2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2282
 DE2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2282
 DE2282.The geoid height was determined by GEOID03.
 DE2282
 DE2282;                    North         East     Units Scale Factor Converg.
 DE2282;SPC GA E     -   354,536.044   218,671.262   MT  0.99990430   +0 06 34.7
 DE2282;SPC GA E     - 1,163,173.67    717,423.97   sFT  0.99990430   +0 06 34.7
 DE2282;UTM  17      - 3,673,613.128   409,922.412   MT  0.99970004   -0 31 45.0
 DE2282
 DE2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2282!SPC GA E     -   0.99998990  x   0.99990430  =   0.99989420
 DE2282!UTM  17      -   0.99998990  x   0.99970004  =   0.99968994
 DE2282
 DE2282:                Primary Azimuth Mark                     Grid Az
 DE2282:SPC GA E     -  BV 017 220 GADT AZ MK                    194 20 35.0
 DE2282:UTM  17      -  BV 017 220 GADT AZ MK                    194 58 54.7
 DE2282
 DE2282|---------------------------------------------------------------------|
 DE2282| PID    Reference Object                     Distance      Geod. Az  |
 DE2282|                                                           dddmmss.s |
 DE2282| DE2284 BV 017 220 GADT AZ MK               APPROX. 0.8 KM 1942709.7 |
 DE2282| DE2283 BV 017 220 GADT RM 1                 22.460 METERS 19455     |
 DE2282|---------------------------------------------------------------------|
 DE2282
 DE2282                          SUPERSEDED SURVEY CONTROL
 DE2282
 DE2282  NAD 83(1986)-  33 11 51.49150(N)    081 57 59.05898(W) AD(       ) 2
 DE2282  NAD 27      -  33 11 50.96596(N)    081 57 59.64069(W) AD(       ) 2
 DE2282  NGVD 29 (07/19/86)   94.8    (m)          311.     (f) VERT ANG       
 DE2282
 DE2282.Superseded values are not recommended for survey control.
 DE2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2282.See file dsdata.txt to determine how the superseded data were derived.
 DE2282
 DE2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0992273613(NAD 83)
 DE2282_MARKER: DD = SURVEY DISK
 DE2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2282+STABILITY: SURFACE MOTION
 DE2282
 DE2282  HISTORY     - Date     Condition        Report By
 DE2282  HISTORY     - 1980     MONUMENTED       GADT
 DE2282
 DE2282                          STATION DESCRIPTION
 DE2282
 DE2282'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2282'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) NORTH-NORTHEAST
 DE2282'OF WAYNESBORO, 17.8 KM (11 MI) SOUTHEAST OF HEPHZIBAH, AND
 DE2282'5.2 KM (3-1/4 MI) SOUTH-SOUTHWEST OF MCBEAN.
 DE2282'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2282'
 DE2282'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND
 DE2282'STATE ROUTE 23 ABOUT 2.5 KM (1-1/2 MI) SOUTH OF MCBEAN, GO
 DE2282'SOUTH ALONG STATE ROUTE 56 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF
 DE2282'PAVED COUNTY ROAD 37 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG
 DE2282'STATE ROUTE 56 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 DE2282'
 DE2282'THE STATION IS A STANDARD GADT DISK
 DE2282'STAMPED---017-220 1980---,
 DE2282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2282'FLUSH WITH GROUND.  IT IS LOCATED
 DE2282'13.11 METERS (43.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DE2282'STATE ROUTE 56,
 DE2282'5.73 METERS (18.80 FT) EAST-SOUTHEAST FROM THE NORTH END OF A 15
 DE2282'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST,
 DE2282'12.28 METERS (40.30 FT) NORTHEAST FROM THE SOUTH END OF A 15 INCH
 DE2282'CONCRETE SIDE DRAIN PIPE UNDER THE DRIVEWAY TO THE EAST,
 DE2282'26.30 METERS (86.30 FT) NORTH-NORTHEAST FROM A 6 INCH METAL SIGN
 DE2282'POST (KENNEDYS GROCERY), AND
 DE2282'0.91 METER (3.00 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DE2282'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2282'STAMPED---017-220 1980---,
 DE2282'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2282'
 DE2282'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2282'STAMPED---017-220 1980 RM 1---,
 DE2282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2282'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2282'12.50 METERS (41.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DE2282'STATE ROUTE 56,
 DE2282'12.04 METERS (39.5 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF THE
 DE2282'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST,
 DE2282'4.54 METERS (14.90 FT) NORTH-NORTHWEST FROM A 6 INCH METAL SIGN
 DE2282'POST (KENNEDYS GROCERY), AND
 DE2282'0.79 METER (2.60 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DE2282'MARK IS ABOVE STATION 0.10 METERS.
 DE2282'
 DE2282'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2282'STAMPED---017-220 1980 AZ MK---,
 DE2282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2282'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2282'12.19 METERS (40.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DE2282'STATE ROUTE 56,
 DE2282'15.58 METERS (51.10 FT) SOUTH-SOUTHEAST FROM A POWER POLE, AND
 DE2282'1.25 METERS (4.10 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DE2282'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG STATE
 DE2282'ROUTE 56 FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DE2282'
 DE2282'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2282'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2282'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2284 ***********************************************************************
 DE2284  DESIGNATION -  BV 017 220 GADT AZ MK
 DE2284  PID         -  DE2284
 DE2284  STATE/COUNTY-  GA/BURKE
 DE2284  USGS QUAD   -  MC BEAN (1980)
 DE2284
 DE2284                         *CURRENT SURVEY CONTROL
 DE2284  ___________________________________________________________________
 DE2284* NAD 83(1994)-  33 11 24.94681(N)    081 58 07.19918(W)     ADJUSTED  
 DE2284* NAVD 88     -        99.8    (meters)     327.     (feet)  VERTCON   
 DE2284  ___________________________________________________________________
 DE2284  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DE2284  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DE2284
 DE2284  HORZ ORDER  -  SECOND
 DE2284
 DE2284.The horizontal coordinates were established by classical geodetic methods
 DE2284.and adjusted by the National Geodetic Survey in September 1997..
 DE2284
 DE2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2284
 DE2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2284
 DE2284.The geoid height was determined by GEOID03.
 DE2284
 DE2284;                    North         East     Units Scale Factor Converg.
 DE2284;SPC GA E     -   353,718.072   218,462.109   MT  0.99990420   +0 06 30.2
 DE2284;SPC GA E     - 1,160,490.04    716,737.77   sFT  0.99990420   +0 06 30.2
 DE2284;UTM  17      - 3,672,797.705   409,704.197   MT  0.99970052   -0 31 49.1
 DE2284
 DE2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2284!SPC GA E     -   0.99998908  x   0.99990420  =   0.99989328
 DE2284!UTM  17      -   0.99998908  x   0.99970052  =   0.99968960
 DE2284
 DE2284                          SUPERSEDED SURVEY CONTROL
 DE2284
 DE2284  NAD 83(1986)-  33 11 24.95110(N)    081 58 07.19453(W) AD(       ) 2
 DE2284  NAD 27      -  33 11 24.42487(N)    081 58 07.77597(W) AD(       ) 2
 DE2284  NGVD 29 (07/19/86)  100.0    (m)          328.     (f) VERT ANG       
 DE2284
 DE2284.Superseded values are not recommended for survey control.
 DE2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2284.See file dsdata.txt to determine how the superseded data were derived.
 DE2284
 DE2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0970472798(NAD 83)
 DE2284_MARKER: DD = SURVEY DISK
 DE2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2284+STABILITY: SURFACE MOTION
 DE2284
 DE2284  HISTORY     - Date     Condition        Report By
 DE2284  HISTORY     - 1980     MONUMENTED       GADT
 DE2284
 DE2284                          STATION DESCRIPTION
 DE2284
 DE2284'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2284'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) NORTH-NORTHEAST
 DE2284'OF WAYNESBORO, 18 KM (11-1/4 MI) SOUTHEAST OF HEPHZIBAH, AND
 DE2284'6.5 KM (4 MI) SOUTH-SOUTHWEST OF MC BEAN.
 DE2284'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2284'
 DE2284'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND
 DE2284'STATE ROUTE 23 ABOUT 2.5 KM (1-1/2 MI) SOUTH OF MC BEAN, GO
 DE2284'SOUTH ALONG STATE ROUTE 56 FOR 3.3 KM (2.05 MI) TO THE JUNCTION
 DE2284'OF PAVED COUNTY ROAD 37 TO THE RIGHT.  CONTINUE GOING SOUTH
 DE2284'ALONG STATE ROUTE 56 FOR 1 KM (0.60 MI) TO THE STATION ON THE
 DE2284'RIGHT.
 DE2284'
 DE2284'THE STATION IS A STANDARD GADT DISK
 DE2284'STAMPED---017-220 1980 AZ MK---,
 DE2284'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2284'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2284'12.19 METERS (40.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DE2284'STATE ROUTE 56,
 DE2284'15.58 METERS (51.10 FT) SOUTH-SOUTHEAST FROM A POWER POLE, AND
 DE2284'1.25 METERS (4.10 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DE2284'
 DE2284'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2284'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1442 ***********************************************************************
 DF1442  DESIGNATION -  BV 017 221 GADT
 DF1442  PID         -  DF1442
 DF1442  STATE/COUNTY-  GA/BURKE
 DF1442  USGS QUAD   -  WAYNESBORO (1950)
 DF1442
 DF1442                         *CURRENT SURVEY CONTROL
 DF1442  ___________________________________________________________________
 DF1442* NAD 83(1994)-  33 02 19.49092(N)    082 01 43.82758(W)     ADJUSTED  
 DF1442* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 DF1442  ___________________________________________________________________
 DF1442  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DF1442  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DF1442
 DF1442  HORZ ORDER  -  SECOND
 DF1442
 DF1442.The horizontal coordinates were established by classical geodetic methods
 DF1442.and adjusted by the National Geodetic Survey in September 1997..
 DF1442
 DF1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1442
 DF1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1442
 DF1442.The geoid height was determined by GEOID03.
 DF1442
 DF1442;                    North         East     Units Scale Factor Converg.
 DF1442;SPC GA E     -   336,906.675   212,873.337   MT  0.99990204   +0 04 30.5
 DF1442;SPC GA E     - 1,105,334.65    698,401.94   sFT  0.99990204   +0 04 30.5
 DF1442;UTM  17      - 3,656,052.804   403,929.882   MT  0.99971380   -0 33 39.5
 DF1442
 DF1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1442!SPC GA E     -   0.99998970  x   0.99990204  =   0.99989174
 DF1442!UTM  17      -   0.99998970  x   0.99971380  =   0.99970350
 DF1442
 DF1442:                Primary Azimuth Mark                     Grid Az
 DF1442:SPC GA E     -  BV 017 221 GADT AZ MK                    258 24 11.8
 DF1442:UTM  17      -  BV 017 221 GADT AZ MK                    259 02 21.8
 DF1442
 DF1442|---------------------------------------------------------------------|
 DF1442| PID    Reference Object                     Distance      Geod. Az  |
 DF1442|                                                           dddmmss.s |
 DF1442| DF1444 BV 017 221 GADT AZ MK               APPROX. 0.6 KM 2582842.3 |
 DF1442| DF1443 BV 017 221 GADT RM 1                 18.795 METERS 33625     |
 DF1442|---------------------------------------------------------------------|
 DF1442
 DF1442                          SUPERSEDED SURVEY CONTROL
 DF1442
 DF1442  NAD 83(1986)-  33 02 19.49493(N)    082 01 43.82273(W) AD(       ) 2
 DF1442  NAD 27      -  33 02 18.94877(N)    082 01 44.39560(W) AD(       ) 2
 DF1442  NGVD 29 (07/19/86)   95.8    (m)          314.     (f) VERT ANG       
 DF1442
 DF1442.Superseded values are not recommended for survey control.
 DF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1442.See file dsdata.txt to determine how the superseded data were derived.
 DF1442
 DF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0393056053(NAD 83)
 DF1442_MARKER: DD = SURVEY DISK
 DF1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1442+STABILITY: SURFACE MOTION
 DF1442
 DF1442  HISTORY     - Date     Condition        Report By
 DF1442  HISTORY     - 1980     MONUMENTED       GADT
 DF1442
 DF1442                          STATION DESCRIPTION
 DF1442
 DF1442'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1442'THE STATION IS LOCATED ABOUT 6 KM (3-3/4 MI) SOUTH OF WAYNESBORO,
 DF1442'26.2 KM (16-1/4 MI) WEST-NORTHWEST OF SARDIS, AND 20.5 KM
 DF1442'(12-3/4 MI) EAST OF VIDETTE.
 DF1442'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1442'
 DF1442'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DF1442'WAYNESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 24,
 DF1442'STATE ROUTE 21, AND STATE ROUTE 121) FOR 0.7 KM (0.45 MI) TO
 DF1442'FOURTH STREET (COUNTY PAVED ROAD 91320) TO THE RIGHT.  TURN
 DF1442'RIGHT AND GO SOUTHWESTERLY ALONG FOURTH STREET (COUNTY PAVED
 DF1442'ROAD 91320) FOR 5.25 KM (3.25  MI) TO THE JUNCTION OF COUNTY
 DF1442'DIRT ROAD 373 CONTINUING STRAIGHT AHEAD AT A TURN TO THE RIGHT
 DF1442'OF COUNTY ROAD 91320, AND COUNTY ROAD 348 FORKING TO THE LEFT.
 DF1442'TURN LEFT GOING SOUTHEASTERLY ALONG COUNTY PAVED ROAD 348 FOR
 DF1442'46 METERS (150 FT ) TO THE STATION ON THE RIGHT.
 DF1442'
 DF1442'THE STATION IS A STANDARD GADT DISK
 DF1442'STAMPED---017-221 1980---,
 DF1442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1442'FLUSH WITH GROUND.  IT IS LOCATED
 DF1442'5.33 METERS (17.50 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1442'ROAD 348,
 DF1442'27.95 METERS (91.70 FT) EAST-NORTHEAST FROM A POWER POLE,
 DF1442'8.69 METERS (28.50 FT) SOUTH FROM THE WEST END OF AN 18 INCH
 DF1442'CONCRETE CROSS DRAIN PIPE UNDER COUNTY ROAD 348,
 DF1442'14.48 METERS (47.50 FT) SOUTHWEST FROM THE EAST END OF THE 18
 DF1442'INCH CROSS DRAIN PIPE, AND
 DF1442'1.00 METER (3.3 FT) EAST FROM A WITNESS POST.
 DF1442'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1442'STAMPED---017-221 1980---,
 DF1442'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1442'
 DF1442'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1442'STAMPED---017-221 1980 RM 1---,
 DF1442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1442'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1442'8.38 METERS (27.50 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1442'ROAD 348,
 DF1442'17.28 METERS (56.70 FT) NORTHWEST FROM THE EAST END OF AN 18 INCH
 DF1442'CONCRETE CROSS DRAIN PIPE UNDER COUNTY ROAD 348,
 DF1442'10.67 METERS (35.00 FT) NORTH-NORTHWEST FROM THE WEST END OF THE
 DF1442'18 INCH CROSS DRAIN PIPE UNDER COUNTY ROAD 348, AND
 DF1442'0.82 METER (2.70 FT) EAST FROM A WITNESS POST.
 DF1442'MARK IS 0.2 METERS LOWER THAN THE STATION.
 DF1442'
 DF1442'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1442'STAMPED---017-221 1980 AZ MK---,
 DF1442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1442'FLUSH WITH GROUND.  IT IS LOCATED
 DF1442'10.15 METERS (33.30 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1442'COUNTY PAVED ROAD 91320,
 DF1442'8.78 METERS (28.70 FT) NORTHEAST FROM THE EAST END OF AN 18 INCH
 DF1442'METAL PIPE UNDER A DRIVE TO THE NORTH,
 DF1442'2.71 METERS (8.90 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1442'0.85 METER (2.80 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1442'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY ALONG
 DF1442'COUNTY PAVED ROAD 91320 FOR 0.65 KM (0.40 MI) TO THE AZIMUTH MARK
 DF1442'ON THE RIGHT.
 DF1442'
 DF1442'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1442'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1442'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1444 ***********************************************************************
 DF1444  DESIGNATION -  BV 017 221 GADT AZ MK
 DF1444  PID         -  DF1444
 DF1444  STATE/COUNTY-  GA/BURKE
 DF1444  USGS QUAD   -  WAYNESBORO (1950)
 DF1444
 DF1444                         *CURRENT SURVEY CONTROL
 DF1444  ___________________________________________________________________
 DF1444* NAD 83(1994)-  33 02 15.42452(N)    082 02 07.50782(W)     ADJUSTED  
 DF1444* NAVD 88     -        86.9    (meters)     285.     (feet)  VERTCON   
 DF1444  ___________________________________________________________________
 DF1444  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 DF1444  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DF1444
 DF1444  HORZ ORDER  -  SECOND
 DF1444
 DF1444.The horizontal coordinates were established by classical geodetic methods
 DF1444.and adjusted by the National Geodetic Survey in September 1997..
 DF1444
 DF1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1444
 DF1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1444
 DF1444.The geoid height was determined by GEOID03.
 DF1444
 DF1444;                    North         East     Units Scale Factor Converg.
 DF1444;SPC GA E     -   336,780.627   212,259.102   MT  0.99990185   +0 04 17.6
 DF1444;SPC GA E     - 1,104,921.11    696,386.74   sFT  0.99990185   +0 04 17.6
 DF1444;UTM  17      - 3,655,933.606   403,314.402   MT  0.99971526   -0 33 52.4
 DF1444
 DF1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1444!SPC GA E     -   0.99999106  x   0.99990185  =   0.99989291
 DF1444!UTM  17      -   0.99999106  x   0.99971526  =   0.99970632
 DF1444
 DF1444                          SUPERSEDED SURVEY CONTROL
 DF1444
 DF1444  NAD 83(1986)-  33 02 15.42854(N)    082 02 07.50295(W) AD(       ) 2
 DF1444  NAD 27      -  33 02 14.88240(N)    082 02 08.07517(W) AD(       ) 2
 DF1444  NGVD 29 (07/19/86)   87.1    (m)          286.     (f) VERT ANG       
 DF1444
 DF1444.Superseded values are not recommended for survey control.
 DF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1444.See file dsdata.txt to determine how the superseded data were derived.
 DF1444
 DF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0331455934(NAD 83)
 DF1444_MARKER: DD = SURVEY DISK
 DF1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1444+STABILITY: SURFACE MOTION
 DF1444
 DF1444  HISTORY     - Date     Condition        Report By
 DF1444  HISTORY     - 1980     MONUMENTED       GADT
 DF1444
 DF1444                          STATION DESCRIPTION
 DF1444
 DF1444'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1444'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTH OF
 DF1444'WAYNESBORO, 27 KM (16-3/4 MI) WEST-NORTHWEST OF SARDIS, AND
 DF1444'19.8 KM (12-1/4 MI) EAST OF VIDETTE.
 DF1444'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1444'
 DF1444'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN WAYNESBORO,
 DF1444'GO SOUTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 24, STATE ROUTE 21,
 DF1444'AND STATE ROUTE 121) FOR 0.7 KM (0.45 MI) TO FOURTH STREET
 DF1444'(COUNTY PAVED ROAD 91320) TO THE RIGHT.  TURN RIGHT AND GO
 DF1444'SOUTHWESTERLY ALONG FOURTH STREET (COUNTY PAVED ROAD 91320) FOR
 DF1444'5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 373
 DF1444'CONTINUING STRAIGHT AHEAD AT A TURN TO THE RIGHT OF COUNTY ROAD
 DF1444'91320, AND COUNTY ROAD 348 FORKING TO THE LEFT.  CONTINUE
 DF1444'GOING SOUTHWESTERLY ALONG COUNTY ROAD 91320 FOR 0.65 KM
 DF1444'(0.40 MI) TO THE STATION ON THE RIGHT.
 DF1444'
 DF1444'THE STATION IS A STANDARD GADT DISK
 DF1444'STAMPED---017-221 1980 AZ MK---,
 DF1444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1444'FLUSH WITH GROUND.  IT IS LOCATED
 DF1444'10.15 METERS (33.30 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1444'COUNTY PAVED ROAD 91320,
 DF1444'8.78 METERS (28.70 FT) NORTHEAST FROM THE EAST END OF AN 18 INCH
 DF1444'METAL PIPE UNDER A DRIVE TO THE NORTH,
 DF1444'2.71 METERS (8.90 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1444'0.85 METER (2.80 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1444'
 DF1444'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1444'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1449 ***********************************************************************
 DF1449  DESIGNATION -  BV 017 222 GADT
 DF1449  PID         -  DF1449
 DF1449  STATE/COUNTY-  GA/BURKE
 DF1449  USGS QUAD   -  WAYNESBORO (1950)
 DF1449
 DF1449                         *CURRENT SURVEY CONTROL
 DF1449  ___________________________________________________________________
 DF1449* NAD 83(1994)-  33 02 38.90626(N)    082 04 36.13822(W)     ADJUSTED  
 DF1449* NAVD 88     -        90.2    (meters)     296.     (feet)  VERTCON   
 DF1449  ___________________________________________________________________
 DF1449  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DF1449  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DF1449
 DF1449  HORZ ORDER  -  SECOND
 DF1449
 DF1449.The horizontal coordinates were established by classical geodetic methods
 DF1449.and adjusted by the National Geodetic Survey in September 1997..
 DF1449
 DF1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1449
 DF1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1449
 DF1449.The geoid height was determined by GEOID03.
 DF1449
 DF1449;                    North         East     Units Scale Factor Converg.
 DF1449;SPC GA E     -   337,499.899   208,402.174   MT  0.99990087   +0 02 56.6
 DF1449;SPC GA E     - 1,107,280.92    683,732.80   sFT  0.99990087   +0 02 56.6
 DF1449;UTM  17      - 3,656,695.517   399,466.395   MT  0.99972462   -0 35 13.8
 DF1449
 DF1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1449!SPC GA E     -   0.99999053  x   0.99990087  =   0.99989140
 DF1449!UTM  17      -   0.99999053  x   0.99972462  =   0.99971515
 DF1449
 DF1449:                Primary Azimuth Mark                     Grid Az
 DF1449:SPC GA E     -  BV 017 222 GADT AZ MK                    346 44 27.9
 DF1449:UTM  17      -  BV 017 222 GADT AZ MK                    347 22 38.3
 DF1449
 DF1449|---------------------------------------------------------------------|
 DF1449| PID    Reference Object                     Distance      Geod. Az  |
 DF1449|                                                           dddmmss.s |
 DF1449| DF1451 BV 017 222 GADT AZ MK               APPROX. 0.8 KM 3464724.5 |
 DF1449| DF1450 BV 017 222 GADT RM 1                 16.849 METERS 34715     |
 DF1449|---------------------------------------------------------------------|
 DF1449
 DF1449                          SUPERSEDED SURVEY CONTROL
 DF1449
 DF1449  NAD 83(1986)-  33 02 38.91033(N)    082 04 36.13329(W) AD(       ) 2
 DF1449  NAD 27      -  33 02 38.36552(N)    082 04 36.70112(W) AD(       ) 2
 DF1449  NGVD 29 (07/19/86)   90.4    (m)          297.     (f) VERT ANG       
 DF1449
 DF1449.Superseded values are not recommended for survey control.
 DF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1449.See file dsdata.txt to determine how the superseded data were derived.
 DF1449
 DF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9946656696(NAD 83)
 DF1449_MARKER: DD = SURVEY DISK
 DF1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1449+STABILITY: SURFACE MOTION
 DF1449
 DF1449  HISTORY     - Date     Condition        Report By
 DF1449  HISTORY     - 1980     MONUMENTED       GADT
 DF1449
 DF1449                          STATION DESCRIPTION
 DF1449
 DF1449'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1449'THE STATION IS LOCATED ABOUT 7.8 KM (4-3/4 MI) SOUTHWEST OF
 DF1449'WAYNESBORO, 16 KM (10 MI) EAST OF VIDETTE, AND 33.8 KM (21 MI)
 DF1449'WEST OF GIRARD.
 DF1449'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1449'
 DF1449'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DF1449'WAYNESBORO, GO WEST ALONG STATE ROUTES 24, 56 AND 80 FOR
 DF1449'2.1 KM (1.3 MI) TO THE JUNCTION OF STATE ROUTE 56 FORKING
 DF1449'TO THE LEFT.  CONTINUE WEST ALONG STATE ROUTES 24 AND 80
 DF1449'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF STATE ROUTE 80
 DF1449'FORKING TO THE RIGHT.  CONTINUE WEST ALONG STATE ROUTE 24
 DF1449'FOR 5.1 KM (3.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1449'92111 CROSSING.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD
 DF1449'92111 FOR 1.6 KM (1.0 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1449'CONTINUE SOUTHEAST ALONG COUNTY ROAD 92111 FOR 0.9 KM (0.55 MI)
 DF1449'TO THE STATION ON THE RIGHT.
 DF1449'
 DF1449'THE STATION IS A STANDARD GADT DISK
 DF1449'STAMPED---017-222 1980---,
 DF1449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1449'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1449'11.89 METERS (39.00 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1449'ROAD 92111,
 DF1449'14.02 METERS (46.00 FT) SOUTH-SOUTHEAST FROM THE TOP CENTER OF A
 DF1449'RIGHT OF WAY MARKER,
 DF1449'8.75 METERS (28.70 FT) NORTHWEST FROM THE NORTH END OF AN 18 INCH
 DF1449'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 DF1449'7.34 METERS (24.10 FT) WEST-NORTHWEST FROM THE WEST END OF AN 18
 DF1449'INCH CONCRETE CROSS DRAIN PIPE UNDER COUNTY ROAD 92111, AND
 DF1449'0.91 METER (3.00 FT) EAST FROM A WITNESS POST.
 DF1449'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1449'STAMPED---017-222 1980---,
 DF1449'SET INTO AN IRREGULAR MASS OF CONCRETE .85 METERS BELOW THE SURFACE.
 DF1449'
 DF1449'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1449'STAMPED---017-222 1980 RM 1---,
 DF1449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1449'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1449'11.28 METERS (37.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DF1449'COUNTY PAVED ROAD 92111,
 DF1449'25.21 METERS (82.70 FT) NORTH-NORTHWEST FROM THE NORTH END OF THE
 DF1449'18 INCH CONCRETE SIDE DRAIN PIPE UNDER THE DRIVEWAY,
 DF1449'2.96 METERS (9.70 FT) NORTH-NORTHEAST FROM THE TOP CENTER OF THE
 DF1449'RIGHT OF WAY MARKER, AND
 DF1449'1.37 METERS (4.50 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1449'MARK IS LEVEL WITH STATION.
 DF1449'
 DF1449'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1449'STAMPED---017-222 1980 AZ MK---,
 DF1449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1449'FLUSH WITH GROUND.  IT IS LOCATED
 DF1449'13.20 METERS (43.30 FT) EAST FROM THE CENTERLINE OF COUNTY PAVED
 DF1449'ROAD 92111,
 DF1449'3.81 METERS (12.50 FT) SOUTH-SOUTHWEST FROM A 10 INCH PINE TREE,
 DF1449'2.10 METERS (6.90 FT) WEST-NORTHWEST FROM THE TOP CENTER OF A
 DF1449'RIGHT OF WAY MARKER, AND
 DF1449'1.74 METERS (5.70 FT) WEST FROM A WITNESS POST.
 DF1449'
 DF1449'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1449'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1449'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1451 ***********************************************************************
 DF1451  DESIGNATION -  BV 017 222 GADT AZ MK
 DF1451  PID         -  DF1451
 DF1451  STATE/COUNTY-  GA/BURKE
 DF1451  USGS QUAD   -  WAYNESBORO (1950)
 DF1451
 DF1451                         *CURRENT SURVEY CONTROL
 DF1451  ___________________________________________________________________
 DF1451* NAD 83(1994)-  33 03 05.58979(N)    082 04 43.57564(W)     ADJUSTED  
 DF1451* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 DF1451  ___________________________________________________________________
 DF1451  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DF1451  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DF1451
 DF1451  HORZ ORDER  -  SECOND
 DF1451
 DF1451.The horizontal coordinates were established by classical geodetic methods
 DF1451.and adjusted by the National Geodetic Survey in September 1997..
 DF1451
 DF1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1451
 DF1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1451
 DF1451.The geoid height was determined by GEOID03.
 DF1451
 DF1451;                    North         East     Units Scale Factor Converg.
 DF1451;SPC GA E     -   338,321.694   208,208.532   MT  0.99990083   +0 02 52.6
 DF1451;SPC GA E     - 1,109,977.09    683,097.49   sFT  0.99990083   +0 02 52.6
 DF1451;UTM  17      - 3,657,519.267   399,281.924   MT  0.99972507   -0 35 18.3
 DF1451
 DF1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1451!SPC GA E     -   0.99999166  x   0.99990083  =   0.99989249
 DF1451!UTM  17      -   0.99999166  x   0.99972507  =   0.99971673
 DF1451
 DF1451                          SUPERSEDED SURVEY CONTROL
 DF1451
 DF1451  NAD 83(1986)-  33 03 05.59384(N)    082 04 43.57069(W) AD(       ) 2
 DF1451  NAD 27      -  33 03 05.04977(N)    082 04 44.13812(W) AD(       ) 2
 DF1451  NGVD 29 (07/19/86)   83.2    (m)          273.     (f) VERT ANG       
 DF1451
 DF1451.Superseded values are not recommended for survey control.
 DF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1451.See file dsdata.txt to determine how the superseded data were derived.
 DF1451
 DF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9928257519(NAD 83)
 DF1451_MARKER: DD = SURVEY DISK
 DF1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1451+STABILITY: SURFACE MOTION
 DF1451
 DF1451  HISTORY     - Date     Condition        Report By
 DF1451  HISTORY     - 1980     MONUMENTED       GADT
 DF1451
 DF1451                          STATION DESCRIPTION
 DF1451
 DF1451'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1451'THE STATION IS LOCATED ABOUT
 DF1451'7.2 KM (4-1/2 MI) SOUTHWEST OF WAYNESBORO, 16 KM (10 MI) EAST
 DF1451'OF VIDETTE, AND 33.8 KM (21 MI) WEST OF GIRARD.
 DF1451'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DF1451'
 DF1451'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DF1451'WAYNESBORO, GO WEST ALONG STATE ROUTES 24, 56 AND 80 FOR
 DF1451'2.1 KM (1.3 MI) TO THE JUNCTION OF STATE ROUTE 56 FORKING TO
 DF1451'THE LEFT.  CONTINUE WEST ALONG STATE ROUTES 24 AND 80 FOR 0.4 KM
 DF1451'(0.25 MI) TO THE JUNCTION OF STATE ROUTE 80 FORKING TO THE RIGHT.
 DF1451'CONTINUE WEST ALONG STATE ROUTE 24 FOR 5.1 KM (3.15 MI) TO THE
 DF1451'JUNCTION OF PAVED COUNTY ROAD 92111 CROSSING.  TURN LEFT GOING
 DF1451'SOUTHEAST ALONG COUNTY ROAD 92111 FOR 1.6 KM (1.0 MI) TO THE
 DF1451'STATION ON THE LEFT.
 DF1451'
 DF1451'THE STATION IS A STANDARD GADT DISK
 DF1451'STAMPED---017-222 1980 AZ MK---,
 DF1451'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1451'FLUSH WITH GROUND.  IT IS LOCATED
 DF1451'13.20 METERS (43.30 FT) EAST FROM THE CENTERLINE OF COUNTY
 DF1451'PAVED ROAD 92161,
 DF1451'3.81 METERS (12.50 FT) SOUTH-SOUTHWEST FROM A 10 INCH PINE TREE,
 DF1451'2.10 METERS (6.90 FT) WEST-NORTHWEST FROM THE TOP CENTER OF A
 DF1451'RIGHT OF WAY MARKER, AND
 DF1451'1.74 METERS (5.70 FT) WEST FROM A WITNESS POST.
 DF1451'
 DF1451'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1451'COUNTY GA.  1975.  REVISED NOVEEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2271 ***********************************************************************
 DE2271  DESIGNATION -  BV 017 223 GADT
 DE2271  PID         -  DE2271
 DE2271  STATE/COUNTY-  GA/BURKE
 DE2271  USGS QUAD   -  IDLEWOOD (1964)
 DE2271
 DE2271                         *CURRENT SURVEY CONTROL
 DE2271  ___________________________________________________________________
 DE2271* NAD 83(1994)-  33 04 51.20178(N)    081 57 53.70992(W)     ADJUSTED  
 DE2271* NAVD 88     -        93.6    (meters)     307.     (feet)  VERTCON   
 DE2271  ___________________________________________________________________
 DE2271  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DE2271  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DE2271
 DE2271  HORZ ORDER  -  SECOND
 DE2271
 DE2271.The horizontal coordinates were established by classical geodetic methods
 DE2271.and adjusted by the National Geodetic Survey in September 1997..
 DE2271
 DE2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2271
 DE2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2271
 DE2271.The geoid height was determined by GEOID03.
 DE2271
 DE2271;                    North         East     Units Scale Factor Converg.
 DE2271;SPC GA E     -   341,589.636   218,834.838   MT  0.99990437   +0 06 36.4
 DE2271;SPC GA E     - 1,120,698.66    717,960.63   sFT  0.99990437   +0 06 36.4
 DE2271;UTM  17      - 3,660,668.347   409,941.855   MT  0.99970000   -0 31 36.2
 DE2271
 DE2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2271!SPC GA E     -   0.99999004  x   0.99990437  =   0.99989441
 DE2271!UTM  17      -   0.99999004  x   0.99970000  =   0.99969004
 DE2271
 DE2271|---------------------------------------------------------------------|
 DE2271| PID    Reference Object                     Distance      Geod. Az  |
 DE2271|                                                           dddmmss.s |
 DE2271| DE2270 BV 017 223 GADT AZ MK               300.611 METERS 10748     |
 DE2271| DE2273 WAYNESBORO LOT                      APPROX. 3.1 KM 2581621.0 |
 DE2271| DF1438 WAYNESBORO S MUN TK                 APPROX. 3.8 KM 2583729.5 |
 DE2271| DE2272 BV 017 223 GADT RM 1                  9.708 METERS 25913     |
 DE2271| DF1432 WAYNE                               APPROX. 7.5 KM 2592142.4 |
 DE2271| DF1439 WAYNESBORO SOU RWY MICRO TWR        APPROX. 5.1 KM 2924947.4 |
 DE2271|---------------------------------------------------------------------|
 DE2271
 DE2271                          SUPERSEDED SURVEY CONTROL
 DE2271
 DE2271  NAD 83(1986)-  33 04 51.20566(N)    081 57 53.70510(W) AD(       ) 2
 DE2271  NAD 27      -  33 04 50.66232(N)    081 57 54.28344(W) AD(       ) 2
 DE2271  NGVD 29 (07/19/86)   93.8    (m)          308.     (f) VERT ANG       
 DE2271
 DE2271.Superseded values are not recommended for survey control.
 DE2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2271.See file dsdata.txt to determine how the superseded data were derived.
 DE2271
 DE2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0994260668(NAD 83)
 DE2271_MARKER: DD = SURVEY DISK
 DE2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2271+STABILITY: SURFACE MOTION
 DE2271
 DE2271  HISTORY     - Date     Condition        Report By
 DE2271  HISTORY     - 1980     MONUMENTED       GADT
 DE2271
 DE2271                          STATION DESCRIPTION
 DE2271
 DE2271'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2271'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST-SOUTHEAST OF
 DE2271'WAYNESBORO, 22.5 KM (14 MI) NORTHWEST OF SARDIS, AND 23.8 KM
 DE2271'14-3/4 MI) WEST OF GIRARD.
 DE2271'OWNERSHIP--BURKE COUNTY SANITARY LANDFILL.
 DE2271'
 DE2271'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DE2271'WAYNESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 ( STATE ROUTE 24 )
 DE2271'FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF STATE ROUTE 24 FORKING
 DE2271'TO THE LEFT.  TURN LEFT GOING SOUTHEASTERLY ALONG STATE ROUTE 24
 DE2271'FOR 2.33 KM (1.45 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 199 TO
 DE2271'THE LEFT.  TURN LEFT GOING NORTHEASTERLY ALONG COUNTY ROAD 199 FOR
 DE2271'2.17 KM (1.35 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 424 TO THE
 DE2271'RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY FOR 0.48 KM (0.30 MI)
 DE2271'ALONG COUNTY ROAD 424 TO THE JUNCTION OF THE DRIVEWAY ENTRANCE TO
 DE2271'THE BURKE COUNTY SANITARY LANDFILL TO THE RIGHT.  TURN RIGHT AND
 DE2271'GO WESTERLY THROUGH ENTRANCE FOR 0.1 KM (0.05 MI) TO THE LANDFILL
 DE2271'OFFICE AND THE STATION ON THE RIGHT.
 DE2271'
 DE2271'THE STATION IS A STANDARD GADT DISK
 DE2271'STAMPED---017-223 1980---,
 DE2271'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2271'FLUSH WITH GROUND.  IT IS LOCATED
 DE2271'3.50 METERS (11.50 FT) EAST-SOUTHEAST FROM A 10 INCH PINE TREE,
 DE2271'8.53 METERS (28.00 FT) NORTH FROM A 10 INCH TWIN OAK TREE,
 DE2271'6.46 METERS (21.20 FT) WEST FROM A 12 INCH PINE TREE,
 DE2271'6.19 METERS (20.30 FT) WEST-SOUTHWEST FROM ANOTHER 10 INCH PINE
 DE2271'TREE, AND
 DE2271'0.91 METER (3.00 FT) SOUTH FROM A WITNESS POST.
 DE2271'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2271'STAMPED---017-223 1980---,
 DE2271'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2271'
 DE2271'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2271'STAMPED---017-223 1980 RM 1---,
 DE2271'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2271'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2271'6.10 METERS (20.00 FT) SOUTHWEST FROM THE MOST WESTERLY 10 INCH
 DE2271'PINE TREE,
 DE2271'27.65 METERS (90.70 FT) WEST FROM A 15 INCH OAK TREE,
 DE2271'11.95 METERS (39.20 FT) WEST-NORTHWEST FROM THE 10 INCH TWIN OAK,
 DE2271'AND
 DE2271'0.88 METER (2.90 FT) NORTH FROM A WITNESS POST.
 DE2271'MARK IS ABOVE STATION 0.100 METERS.
 DE2271'
 DE2271'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2271'STAMPED---017-223 1980 AZ MK---,
 DE2271'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2271'FLUSH WITH GROUND.  IT IS LOCATED
 DE2271'6.40 METERS (21.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2271'COUNTY DIRT ROAD 424,
 DE2271'14.93 METERS (49.00 FT) SOUTH-SOUTHWEST FROM THE TOP CENTER OF AN
 DE2271'IRON PROPERTY CORNER (RAILROAD RAIL) ON THE NORTH SIDE OF THE
 DE2271'ROAD,
 DE2271'39.20 METERS (128.6 FT) WEST-NORTHWEST FROM A 10 INCH PINE TREE
 DE2271'ON THE EAST SIDE OF THE ROAD, AND
 DE2271'0.76 METER (2.50 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2271'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG EXIT
 DE2271'ROAD OF LANDFILL FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF COUNTY
 DE2271'DIRT ROAD 424.  TURN RIGHT AND GO SOUTHEASTERLY ALONG COUNTY ROAD
 DE2271'424 FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DE2271'
 DE2271'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2271'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2271'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2270 ***********************************************************************
 DE2270  DESIGNATION -  BV 017 223 GADT AZ MK
 DE2270  PID         -  DE2270
 DE2270  STATE/COUNTY-  GA/BURKE
 DE2270  USGS QUAD   -  IDLEWOOD (1964)
 DE2270
 DE2270                         *CURRENT SURVEY CONTROL
 DE2270  ___________________________________________________________________
 DE2270* NAD 83(1994)-  33 04 48.21800(N)    081 57 42.67444(W)     ADJUSTED  
 DE2270* NAVD 88     -        91.4    (meters)     300.     (feet)  VERTCON   
 DE2270  ___________________________________________________________________
 DE2270  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DE2270  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 DE2270
 DE2270  HORZ ORDER  -  SECOND
 DE2270
 DE2270.The horizontal coordinates were established by classical geodetic methods
 DE2270.and adjusted by the National Geodetic Survey in September 1997..
 DE2270
 DE2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2270
 DE2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2270
 DE2270.The geoid height was determined by GEOID03.
 DE2270
 DE2270;                    North         East     Units Scale Factor Converg.
 DE2270;SPC GA E     -   341,498.277   219,121.200   MT  0.99990451   +0 06 42.4
 DE2270;SPC GA E     - 1,120,398.93    718,900.14   sFT  0.99990451   +0 06 42.4
 DE2270;UTM  17      - 3,660,573.831   410,227.126   MT  0.99969937   -0 31 30.1
 DE2270
 DE2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2270!SPC GA E     -   0.99999039  x   0.99990451  =   0.99989490
 DE2270!UTM  17      -   0.99999039  x   0.99969937  =   0.99968976
 DE2270
 DE2270                          SUPERSEDED SURVEY CONTROL
 DE2270
 DE2270  NAD 83(1986)-  33 04 48.22189(N)    081 57 42.66963(W) AD(       ) 2
 DE2270  NAD 27      -  33 04 47.67841(N)    081 57 43.24830(W) AD(       ) 2
 DE2270  NGVD 29 (07/19/86)   91.6    (m)          301.     (f) VERT ANG       
 DE2270
 DE2270.Superseded values are not recommended for survey control.
 DE2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2270.See file dsdata.txt to determine how the superseded data were derived.
 DE2270
 DE2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1022760574(NAD 83)
 DE2270_MARKER: DD = SURVEY DISK
 DE2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2270+STABILITY: SURFACE MOTION
 DE2270
 DE2270  HISTORY     - Date     Condition        Report By
 DE2270  HISTORY     - 1980     MONUMENTED       GADT
 DE2270
 DE2270                          STATION DESCRIPTION
 DE2270
 DE2270'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2270'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) EAST-SOUTHEAST
 DE2270'OF WAYNESBORO, 22.2 KM (13-3/4 MI) NORTHWEST OF SARDIS, AND
 DE2270'23.2 KM (14-1/2 MI) WEST OF GIRARD.
 DE2270'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2270'
 DE2270'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 DE2270'WAYNESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 24)
 DE2270'FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF STATE ROUTE 24 FORKING
 DE2270'TO THE LEFT.  TURN LEFT GOING SOUTHEASTERLY ALONG STATE ROUTE 24
 DE2270'FOR 2.33 KM (1.45 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 199 TO
 DE2270'THE LEFT.  TURN LEFT GOING NORTHEASTERLY ALONG COUNTY ROAD 199 FOR
 DE2270'2.17 KM (1.35 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 424 TO THE
 DE2270'RIGHT.
 DE2270'TURN RIGHT AND GO SOUTHEASTERLY ALONG COUNTY ROAD 424 FOR 0.7 KM
 DE2270'(0.45 MI) TO THE STATION ON THE RIGHT.
 DE2270'
 DE2270'THE STATION IS A STANDARD GADT DISK
 DE2270'STAMPED---017-223 1980 AZ MK---,
 DE2270'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2270'FLUSH WITH GROUND.  IT IS LOCATED
 DE2270'6.40 METERS (21.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2270'COUNTY DIRT ROAD 224,
 DE2270'14.93 METERS (49.00 FT) SOUTH-SOUTHWEST FROM THE TOP CENTER OF AN
 DE2270'IRON PROPERTY CORNER (RAILROAD RAIL) ON THE NORTH SIDE OF THE
 DE2270'ROAD,
 DE2270'39.20 METERS (128.6 FT) WEST-NORTHWEST FROM A 10 INCH PINE
 DE2270'TREE ON THE EAST SIDE OF THE ROAD, AND
 DE2270'0.76 METER (2.50 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2270'
 DE2270'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2270'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2281 ***********************************************************************
 DE2281  DESIGNATION -  BV 017 224 GADT
 DE2281  PID         -  DE2281
 DE2281  STATE/COUNTY-  GA/BURKE
 DE2281  USGS QUAD   -  MC BEAN (1980)
 DE2281
 DE2281                         *CURRENT SURVEY CONTROL
 DE2281  ___________________________________________________________________
 DE2281* NAD 83(1994)-  33 10 46.50220(N)    081 55 02.14829(W)     ADJUSTED  
 DE2281* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 DE2281  ___________________________________________________________________
 DE2281  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DE2281  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DE2281
 DE2281  HORZ ORDER  -  SECOND
 DE2281
 DE2281.The horizontal coordinates were established by classical geodetic methods
 DE2281.and adjusted by the National Geodetic Survey in September 1997..
 DE2281
 DE2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2281
 DE2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2281
 DE2281.The geoid height was determined by GEOID03.
 DE2281
 DE2281;                    North         East     Units Scale Factor Converg.
 DE2281;SPC GA E     -   352,544.040   223,257.907   MT  0.99990667   +0 08 11.4
 DE2281;SPC GA E     - 1,156,638.24    732,471.98   sFT  0.99990667   +0 08 11.4
 DE2281;UTM  17      - 3,671,570.553   414,485.607   MT  0.99969016   -0 30 07.3
 DE2281
 DE2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2281!SPC GA E     -   0.99999172  x   0.99990667  =   0.99989839
 DE2281!UTM  17      -   0.99999172  x   0.99969016  =   0.99968188
 DE2281
 DE2281|---------------------------------------------------------------------|
 DE2281| PID    Reference Object                     Distance      Geod. Az  |
 DE2281|                                                           dddmmss.s |
 DE2281| DE2279 BV 017 224 GADT AZ MK               364.520 METERS 15500     |
 DE2281| DE2280 BV 017 224 GADT RM 1                 19.701 METERS 15506     |
 DE2281|---------------------------------------------------------------------|
 DE2281
 DE2281                          SUPERSEDED SURVEY CONTROL
 DE2281
 DE2281  NAD 83(1986)-  33 10 46.50592(N)    081 55 02.14277(W) AD(       ) 2
 DE2281  NAD 27      -  33 10 45.97059(N)    081 55 02.72065(W) AD(       ) 2
 DE2281  NGVD 29 (07/19/86)   83.3    (m)          273.     (f) VERT ANG       
 DE2281
 DE2281.Superseded values are not recommended for survey control.
 DE2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2281.See file dsdata.txt to determine how the superseded data were derived.
 DE2281
 DE2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1448671571(NAD 83)
 DE2281_MARKER: DD = SURVEY DISK
 DE2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2281+STABILITY: SURFACE MOTION
 DE2281
 DE2281  HISTORY     - Date     Condition        Report By
 DE2281  HISTORY     - 1980     MONUMENTED       GADT
 DE2281
 DE2281                          STATION DESCRIPTION
 DE2281
 DE2281'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2281'THE STATION IS LOCATED ABOUT 13.8 KM (8-1/2 MI) NORTHEAST OF
 DE2281'WAYNESBORO, 22.5 KM (14 MI) SOUTHEAST OF HEPHZIBAH, AND 24.5
 DE2281'KM (15-1/4 MI) NORTHWEST OF GIRARD.
 DE2281'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2281'
 DE2281'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2281'STATE ROUTE 80 ABOUT 12.9 KM (8 MI) NORTHEAST OF WAYNESBORO, GO
 DE2281'NORTH ALONG STATE ROUTE 23 FOR 3.0 KM (1.85 MI) TO THE JUNCTION OF
 DE2281'A FIELD ROAD TO THE RIGHT, AND THE AZIMUTH MARK ON THE RIGHT.
 DE2281'CONTINUE GOING NORTHERLY ALONG STATE ROUTE 23 FOR 0.4 KM (0.25 MI)
 DE2281'TO THE STATION ON THE RIGHT.
 DE2281'
 DE2281'THE STATION IS A STANDARD GADT DISK
 DE2281'STAMPED---017-224 1980---,
 DE2281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2281'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2281'13.26 METERS (43.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2281'STATE ROUTE 23,
 DE2281'33.68 METERS (110.5 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF A
 DE2281'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE EAST,
 DE2281'7.80 METERS (25.60 FT) WEST-SOUTHWEST FROM A 14 INCH PECAN TREE,
 DE2281'17.59 METERS (57.70 FT) WEST-NORTHWEST FROM ANOTHER 14 INCH PECAN
 DE2281'TREE, AND
 DE2281'0.91 METERS (3.00 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2281'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2281'STAMPED---017-224 1980---,
 DE2281'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2281'
 DE2281'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2281'STAMPED---017-224 1980 RM 1---,
 DE2281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2281'FLUSH WITH GROUND.  IT IS LOCATED
 DE2281'13.11 METERS (43.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2281'STATE ROUTE 23,
 DE2281'8.93 METERS (29.30 FT) SOUTHWEST FROM A 14 INCH PECAN TREE,
 DE2281'18.62 METERS (61.10 FT) WEST-NORTHWEST FROM ANOTHER 14 INCH PECAN
 DE2281'TREE, AND
 DE2281'1.05 METERS (3.50 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2281'MARK IS LEVEL WITH STATION.
 DE2281'
 DE2281'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2281'STAMPED---017-224 1980 AZ MK---,
 DE2281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2281'FLUSH WITH GROUND.  IT IS LOCATED
 DE2281'12.95 METERS (42.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2281'STATE ROUTE 23,
 DE2281'9.48 METERS (31.10 FT) SOUTHEAST FROM THE SOUTH END OF A 15 INCH
 DE2281'CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE EAST,
 DE2281'16.00 METERS (52.50 FT) NORTH-NORTHEAST FROM THE EAST END OF AN
 DE2281'18 INCH CONCRETE CROSS DRAIN PIPE UNDER THE HIGHWAY, AND
 DE2281'3.35 METERS (11.00 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2281'
 DE2281'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2281'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2281'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2279 ***********************************************************************
 DE2279  DESIGNATION -  BV 017 224 GADT AZ MK
 DE2279  PID         -  DE2279
 DE2279  STATE/COUNTY-  GA/BURKE
 DE2279  USGS QUAD   -  MC BEAN (1980)
 DE2279
 DE2279                         *CURRENT SURVEY CONTROL
 DE2279  ___________________________________________________________________
 DE2279* NAD 83(1994)-  33 10 35.77852(N)    081 54 56.20225(W)     ADJUSTED  
 DE2279* NAVD 88     -        84.5    (meters)     277.     (feet)  VERTCON   
 DE2279  ___________________________________________________________________
 DE2279  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DE2279  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DE2279
 DE2279  HORZ ORDER  -  SECOND
 DE2279
 DE2279.The horizontal coordinates were established by classical geodetic methods
 DE2279.and adjusted by the National Geodetic Survey in September 1997..
 DE2279
 DE2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2279
 DE2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2279
 DE2279.The geoid height was determined by GEOID03.
 DE2279
 DE2279;                    North         East     Units Scale Factor Converg.
 DE2279;SPC GA E     -   352,214.068   223,412.726   MT  0.99990676   +0 08 14.6
 DE2279;SPC GA E     - 1,155,555.65    732,979.92   sFT  0.99990676   +0 08 14.6
 DE2279;UTM  17      - 3,671,238.948   414,636.706   MT  0.99968984   -0 30 03.9
 DE2279
 DE2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2279!SPC GA E     -   0.99999150  x   0.99990676  =   0.99989826
 DE2279!UTM  17      -   0.99999150  x   0.99968984  =   0.99968134
 DE2279
 DE2279                          SUPERSEDED SURVEY CONTROL
 DE2279
 DE2279  NAD 83(1986)-  33 10 35.78224(N)    081 54 56.19673(W) AD(       ) 2
 DE2279  NAD 27      -  33 10 35.24661(N)    081 54 56.77483(W) AD(       ) 2
 DE2279  NGVD 29 (07/19/86)   84.7    (m)          278.     (f) VERT ANG       
 DE2279
 DE2279.Superseded values are not recommended for survey control.
 DE2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2279.See file dsdata.txt to determine how the superseded data were derived.
 DE2279
 DE2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1463771239(NAD 83)
 DE2279_MARKER: DD = SURVEY DISK
 DE2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2279+STABILITY: SURFACE MOTION
 DE2279
 DE2279  HISTORY     - Date     Condition        Report By
 DE2279  HISTORY     - 1980     MONUMENTED       GADT
 DE2279
 DE2279                          STATION DESCRIPTION
 DE2279
 DE2279'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2279'THE STATION IS LOCATED ABOUT 13.8 KM (8-1/2 MI) NORTHEAST OF
 DE2279'WAYNESBORO, 23 KM (14-1/4 MI) SOUTHEAST OF HEPHZIBAH, AND
 DE2279'24.2 KM (15 MI) NORTHWEST OF GIRARD.
 DE2279'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2279'
 DE2279'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2279'STATE ROUTE 80 ABOUT 12.9 KM (8 MI) NORTHEAST OF WAYNESBORO, GO
 DE2279'NORTH ALONG STATE ROUTE 23 FOR 3.0 KM (1.85 MI) TO THE
 DE2279'JUNCTION OF A FIELD ROAD TO THE RIGHT AND THE STATION ON THE
 DE2279'RIGHT.
 DE2279'
 DE2279'THE STATION IS A STANDARD GADT DISK
 DE2279'STAMPED---017-224 1980 AZ MK---,
 DE2279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2279'FLUSH WITH GROUND.  IT IS LOCATED
 DE2279'12.95 METERS (42.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2279'STATE ROUTE 23,
 DE2279'9.48 METERS (31.10 FT) SOUTHEAST FROM THE SOUTH END OF A 15 INCH
 DE2279'CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE EAST,
 DE2279'16.00 METERS (52.50 FT) NORTH-NORTHEAST FROM THE EAST END OF AN
 DE2279'18 INCH CONCRETE CROSS DRAIN PIPE UNDER THE HIGHWAY, AND
 DE2279'3.35 METERS (11.00 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2279'
 DE2279'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2279'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1678 ***********************************************************************
 CL1678  DESIGNATION -  BV 017 225 GADT
 CL1678  PID         -  CL1678
 CL1678  STATE/COUNTY-  GA/BURKE
 CL1678  USGS QUAD   -  BELLEVUE (1981)
 CL1678
 CL1678                         *CURRENT SURVEY CONTROL
 CL1678  ___________________________________________________________________
 CL1678* NAD 83(1994)-  32 59 13.09503(N)    082 03 56.81932(W)     ADJUSTED  
 CL1678* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 CL1678  ___________________________________________________________________
 CL1678  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 CL1678  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CL1678
 CL1678  HORZ ORDER  -  SECOND
 CL1678
 CL1678.The horizontal coordinates were established by classical geodetic methods
 CL1678.and adjusted by the National Geodetic Survey in September 1997..
 CL1678
 CL1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1678
 CL1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1678
 CL1678.The geoid height was determined by GEOID03.
 CL1678
 CL1678;                    North         East     Units Scale Factor Converg.
 CL1678;SPC GA E     -   331,161.055   209,428.334   MT  0.99990110   +0 03 17.7
 CL1678;SPC GA E     - 1,086,484.23    687,099.46   sFT  0.99990110   +0 03 17.7
 CL1678;UTM  17      - 3,650,346.806   400,421.991   MT  0.99972226   -0 34 49.1
 CL1678
 CL1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1678!SPC GA E     -   0.99999169  x   0.99990110  =   0.99989279
 CL1678!UTM  17      -   0.99999169  x   0.99972226  =   0.99971395
 CL1678
 CL1678|---------------------------------------------------------------------|
 CL1678| PID    Reference Object                     Distance      Geod. Az  |
 CL1678|                                                           dddmmss.s |
 CL1678| CL1679 BV 017 225 GADT RM 1                 13.332 METERS 19315     |
 CL1678| CL1680 BV 017 225 GADT AZ MK               APPROX. 0.5 KM 2843118.6 |
 CL1678|---------------------------------------------------------------------|
 CL1678
 CL1678                          SUPERSEDED SURVEY CONTROL
 CL1678
 CL1678  NAD 83(1986)-  32 59 13.09806(N)    082 03 56.81487(W) AD(       ) 2
 CL1678  NAD 27      -  32 59 12.55227(N)    082 03 57.38302(W) AD(       ) 2
 CL1678  NGVD 29 (07/19/86)   83.0    (m)          272.     (f) VERT ANG       
 CL1678
 CL1678.Superseded values are not recommended for survey control.
 CL1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1678.See file dsdata.txt to determine how the superseded data were derived.
 CL1678
 CL1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0042250347(NAD 83)
 CL1678_MARKER: DD = SURVEY DISK
 CL1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1678+STABILITY: SURFACE MOTION
 CL1678
 CL1678  HISTORY     - Date     Condition        Report By
 CL1678  HISTORY     - 1980     MONUMENTED       GADT
 CL1678
 CL1678                          STATION DESCRIPTION
 CL1678
 CL1678'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CL1678'THE STATION IS LOCATED ABOUT 12.5 KM (7-3/4 MI) SOUTH-SOUTHWEST
 CL1678'OF WAYNESBORO, 29 KM (18 MI) WEST OF SARDIS, AND 18 KM (11-1/4 MI)
 CL1678'EAST-SOUTHEAST OF VIDETTE.
 CL1678'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 CL1678'
 CL1678'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN WAYNESBORO
 CL1678'GO WEST ALONG STATE ROUTE 80 (STATE ROUTE 24 AND STATE ROUTE 56)
 CL1678'FOR 2.1 KM (1.3 MI) TO THE JUNCTION  OF STATE ROUTE 56 FORKING TO
 CL1678'THE LEFT.  TURN LEFT AND GO SOUTH ALONG STATE ROUTE 56 FOR 12 KM
 CL1678'(7.45 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 343 (DI-CANE
 CL1678'PLANTATION ROAD) TO THE LEFT.  TURN LEFT AND GO EAST ALONG
 CL1678'COUNTY ROAD 343 FOR 3.3 KM (2.05 MI) TO THE AZIMUTH MARK ON
 CL1678'THE RIGHT NEAR A POWER POLE.  CONTINUE EAST ALONG COUNTY ROAD 343
 CL1678'FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 CL1678'
 CL1678'THE STATION IS A STANDARD GADT DISK
 CL1678'STAMPED---017-225 1980---,
 CL1678'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CL1678'FLUSH WITH GROUND.  IT IS LOCATED
 CL1678'6.70 METERS (22.00 FT) NORTHEAST FROM THE CENTERLINE OF COUNTY
 CL1678'DIRT ROAD 343,
 CL1678'16.46 METERS (54.00 FT) EAST-NORTHEAST FROM A POWER POLE ON THE
 CL1678'SOUTH SIDE OF THE ROAD, AND
 CL1678'0.88 METER (2.90 FT) NORTHEAST FROM A WITNESS POST.
 CL1678'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL1678'STAMPED---017-225 1980---,
 CL1678'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CL1678'
 CL1678'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CL1678'STAMPED---017-225 1980 RM 1---,
 CL1678'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CL1678'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1678'6.70 METERS (22.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 CL1678'DIRT ROAD 343,
 CL1678'7.86 METERS (25.80 FT) EAST-SOUTHEAST FROM THE POWER POLE, AND
 CL1678'0.91 METER (3.00 FT) SOUTHWEST FROM A WITNESSS POST.
 CL1678'MARK IS BELOW STATION 0.20 METERS.
 CL1678'
 CL1678'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CL1678'STAMPED---017-225 1980 AZ MK---,
 CL1678'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CL1678'FLUSH WITH GROUND.  IT IS LOCATED
 CL1678'9.14 METERS (30.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 CL1678'DIRT ROAD 343,
 CL1678'3.87 METERS (12.70 FT) SOUTHEAST FROM A POWER POLE,
 CL1678'7.28 METERS (23.90 FT) NORTHEAST FROM A 10 INCH PINE TREE, AND
 CL1678'1.46 METERS (4.80 FT) SOUTHWEST FROM A WITNESS POST.
 CL1678'
 CL1678'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CL1678'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CL1678'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1680 ***********************************************************************
 CL1680  DESIGNATION -  BV 017 225 GADT AZ MK
 CL1680  PID         -  CL1680
 CL1680  STATE/COUNTY-  GA/BURKE
 CL1680  USGS QUAD   -  BELLEVUE (1981)
 CL1680
 CL1680                         *CURRENT SURVEY CONTROL
 CL1680  ___________________________________________________________________
 CL1680* NAD 83(1994)-  32 59 17.26500(N)    082 04 15.92359(W)     ADJUSTED  
 CL1680* NAVD 88     -        82.3    (meters)     270.     (feet)  VERTCON   
 CL1680  ___________________________________________________________________
 CL1680  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 CL1680  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 CL1680
 CL1680  HORZ ORDER  -  SECOND
 CL1680
 CL1680.The horizontal coordinates were established by classical geodetic methods
 CL1680.and adjusted by the National Geodetic Survey in September 1997..
 CL1680
 CL1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1680
 CL1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1680
 CL1680.The geoid height was determined by GEOID03.
 CL1680
 CL1680;                    North         East     Units Scale Factor Converg.
 CL1680;SPC GA E     -   331,289.043   208,932.262   MT  0.99990098   +0 03 07.3
 CL1680;SPC GA E     - 1,086,904.14    685,471.93   sFT  0.99990098   +0 03 07.3
 CL1680;UTM  17      - 3,650,480.262   399,927.457   MT  0.99972348   -0 34 59.6
 CL1680
 CL1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1680!SPC GA E     -   0.99999177  x   0.99990098  =   0.99989275
 CL1680!UTM  17      -   0.99999177  x   0.99972348  =   0.99971525
 CL1680
 CL1680                          SUPERSEDED SURVEY CONTROL
 CL1680
 CL1680  NAD 83(1986)-  32 59 17.26803(N)    082 04 15.91913(W) AD(       ) 2
 CL1680  NAD 27      -  32 59 16.72264(N)    082 04 16.48665(W) AD(       ) 2
 CL1680  NGVD 29 (07/19/86)   82.5    (m)          271.     (f) VERT ANG       
 CL1680
 CL1680.Superseded values are not recommended for survey control.
 CL1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1680.See file dsdata.txt to determine how the superseded data were derived.
 CL1680
 CL1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9992750480(NAD 83)
 CL1680_MARKER: DD = SURVEY DISK
 CL1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1680+STABILITY: SURFACE MOTION
 CL1680
 CL1680  HISTORY     - Date     Condition        Report By
 CL1680  HISTORY     - 1980     MONUMENTED       GADT
 CL1680
 CL1680                          STATION DESCRIPTION
 CL1680
 CL1680'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CL1680'THE STATION IS LOCATED ABOUT 12.5 KM (7-3/4 MI) SOUTH-SOUTHWEST
 CL1680'OF WAYNESBORO, 29.5 KM (18-1/4 MI) WEST OF SARDIS, AND 17.8
 CL1680'KM (11 MI) EAST-SOUTHEAST OF VIDETTE.
 CL1680'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 CL1680'
 CL1680'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 CL1680'WAYNESBORO, GO WEST ALONG STATE ROUTE 80 (STATE ROUTE 24 AND
 CL1680'STATE ROUTE 56) FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF STATE
 CL1680'ROUTE 56 FORKING TO THE LEFT.  TURN LEFT AND GO SOUTH ALONG
 CL1680'STATE ROUTE 56 FOR 12 KM (7.45 MI) TO THE JUNCTION OF COUNTY
 CL1680'DIRT ROAD 343 (DI-CANE PLANTATION ROAD) TO THE LEFT.  TURN LEFT
 CL1680'AND GO EAST ALONG COUNTY ROAD 343 FOR 3.3 KM (2.05 MI) TO THE
 CL1680'STATION ON THE RIGHT NEAR A POWER POLE.
 CL1680'
 CL1680'THE STATION IS A STANDARD GADT DISK
 CL1680'STAMPED---017-225 1980 AZ MK---,
 CL1680'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CL1680'FLUSH WITH GROUND.  IT IS LOCATED
 CL1680'9.14 METERS (30.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 CL1680'DIRT ROAD 343,
 CL1680'3.87 METERS (12.70 FT) SOUTHEAST FROM A POWER POLE,
 CL1680'7.28 METERS (23.90 FT) NORTHEAST FROM A 10 INCH PINE TREE, AND
 CL1680'1.46 METERS (4.80 FT) SOUTHWEST FROM A WITNESS POST.
 CL1680'
 CL1680'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CL1680'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2250 ***********************************************************************
 DE2250  DESIGNATION -  BV 017 226 GADT
 DE2250  PID         -  DE2250
 DE2250  STATE/COUNTY-  GA/BURKE
 DE2250  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2250
 DE2250                         *CURRENT SURVEY CONTROL
 DE2250  ___________________________________________________________________
 DE2250* NAD 83(1994)-  33 09 41.76545(N)    081 51 57.55520(W)     ADJUSTED  
 DE2250* NAVD 88     -        90.3    (meters)     296.     (feet)  VERTCON   
 DE2250  ___________________________________________________________________
 DE2250  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DE2250  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DE2250
 DE2250  HORZ ORDER  -  SECOND
 DE2250
 DE2250.The horizontal coordinates were established by classical geodetic methods
 DE2250.and adjusted by the National Geodetic Survey in September 1997..
 DE2250
 DE2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2250
 DE2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2250
 DE2250.The geoid height was determined by GEOID03.
 DE2250
 DE2250;                    North         East     Units Scale Factor Converg.
 DE2250;SPC GA E     -   350,562.404   228,045.340   MT  0.99990969   +0 09 52.1
 DE2250;SPC GA E     - 1,150,136.82    748,178.75   sFT  0.99990969   +0 09 52.1
 DE2250;UTM  17      - 3,669,536.156   419,249.603   MT  0.99968039   -0 28 25.4
 DE2250
 DE2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2250!SPC GA E     -   0.99999060  x   0.99990969  =   0.99990030
 DE2250!UTM  17      -   0.99999060  x   0.99968039  =   0.99967100
 DE2250
 DE2250|---------------------------------------------------------------------|
 DE2250| PID    Reference Object                     Distance      Geod. Az  |
 DE2250|                                                           dddmmss.s |
 DE2250| DE2249 BV 017 226 GADT RM 1                 18.788 METERS 05445     |
 DE2250| DE2248 BV 017 226 GADT AZ MK               292.563 METERS 05452     |
 DE2250| DE2241 HANCOCK                             APPROX. 6.9 KM 0951048.7 |
 DE2250|---------------------------------------------------------------------|
 DE2250
 DE2250                          SUPERSEDED SURVEY CONTROL
 DE2250
 DE2250  NAD 83(1986)-  33 09 41.76918(N)    081 51 57.54959(W) AD(       ) 2
 DE2250  NAD 27      -  33 09 41.23147(N)    081 51 58.13199(W) AD(       ) 2
 DE2250  NGVD 29 (07/19/86)   90.5    (m)          297.     (f) VERT ANG       
 DE2250
 DE2250.Superseded values are not recommended for survey control.
 DE2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2250.See file dsdata.txt to determine how the superseded data were derived.
 DE2250
 DE2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1925069536(NAD 83)
 DE2250_MARKER: DD = SURVEY DISK
 DE2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2250+STABILITY: SURFACE MOTION
 DE2250
 DE2250  HISTORY     - Date     Condition        Report By
 DE2250  HISTORY     - 1980     MONUMENTED       GADT
 DE2250
 DE2250                          STATION DESCRIPTION
 DE2250
 DE2250'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2250'THE STATION IS LOCATED ABOUT 15.8 KM (9-3/4 MI) EAST-NORTHEAST
 DE2250'OF WAYNESBORO, 19.8 KM (12-1/4 MI) NORTHWEST OF GIRARD, AND
 DE2250'23KM (14-1/4 MI) NORTH-NORTHWEST OF SARDIS.
 DE2250'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2250'
 DE2250'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND STATE
 DE2250'ROUTE 23 ABOUT 12.9 KM (8 MI) NORTHEAST OF WAYNESBORO, GO SOUTH
 DE2250'ALONG STATE ROUTE 23 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY
 DE2250'ROAD 57 CROSSING, PAVED TO THE RIGHT AND DIRT TO THE LEFT.  TURN
 DE2250'LEFT GOING EASTERLY ALONG DIRT COUNTY ROAD 57 FOR 3.0 KM (1.85 MI)
 DE2250'TO THE STATION ON THE RIGHT.
 DE2250'
 DE2250'THE STATION IS A STANDARD GADT DISK
 DE2250'STAMPED---017-226 1980---,
 DE2250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2250'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 DE2250'9.45 METERS (31.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2250'DIRT ROAD 57,
 DE2250'16.43 METERS (53.90 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 DE2250'CABLE WARNING SIGN POST ON THE NORTH SIDE OF THE ROAD,
 DE2250'3.87 METERS (12.70 FT) EAST FROM A POWER POLE, AND
 DE2250'0.82 METER (2.70 FT) NORTHWEST FROM A WITNESS POST AT A FENCELINE.
 DE2250'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2250'STAMPED---017-226 1980---,
 DE2250'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2250'
 DE2250'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2250'STAMPED---017-226 1980 RM 1---,
 DE2250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2250'RECESSED 20.3 CM BELOW THE GROUND.  IT IS LOCATED
 DE2250'9.45 METERS (31.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2250'DIRT ROAD 57,
 DE2250'27.13 METERS (89.00 FT) EAST FROM THE UNDERGROUND TELEPHONE CABLE
 DE2250'WARNING SIGN POST,
 DE2250'22.37 METERS (73.40 FT) NORTHEAST FROM THE POWER POLE, AND
 DE2250'0.80 METER (2.60 FT) NORTHWEST FROM A WITNESS POST.
 DE2250'MARK IS LEVEL WITH STATION.
 DE2250'
 DE2250'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2250'STAMPED---017-226 1980 AZ MK---,
 DE2250'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2250'RECESSED 15.2 CM BELOW THE GROUND.  IT IS LOCATED
 DE2250'8.84 METERS (29.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2250'DIRT ROAD 57,
 DE2250'29.78 METERS (97.70 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 DE2250'PEDESTAL (TOP CENTER) ON THE NORTH SIDE OF THE ROAD,
 DE2250'1.37 METERS (4.50 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DE2250'0.98 METER (3.20 FT) NORTHWEST FROM A WITNESS POST.
 DE2250'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 DE2250'DIRT COUNTY ROAD 57 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON
 DE2250'THE RIGHT.
 DE2250'
 DE2250'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2250'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2250'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2248 ***********************************************************************
 DE2248  DESIGNATION -  BV 017 226 GADT AZ MK
 DE2248  PID         -  DE2248
 DE2248  STATE/COUNTY-  GA/BURKE
 DE2248  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2248
 DE2248                         *CURRENT SURVEY CONTROL
 DE2248  ___________________________________________________________________
 DE2248* NAD 83(1994)-  33 09 47.23021(N)    081 51 48.32119(W)     ADJUSTED  
 DE2248* NAVD 88     -        84.4    (meters)     277.     (feet)  VERTCON   
 DE2248  ___________________________________________________________________
 DE2248  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DE2248  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 DE2248
 DE2248  HORZ ORDER  -  SECOND
 DE2248
 DE2248.The horizontal coordinates were established by classical geodetic methods
 DE2248.and adjusted by the National Geodetic Survey in September 1997..
 DE2248
 DE2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2248
 DE2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2248
 DE2248.The geoid height was determined by GEOID03.
 DE2248
 DE2248;                    North         East     Units Scale Factor Converg.
 DE2248;SPC GA E     -   350,731.434   228,284.100   MT  0.99990986   +0 09 57.2
 DE2248;SPC GA E     - 1,150,691.38    748,962.08   sFT  0.99990986   +0 09 57.2
 DE2248;UTM  17      - 3,669,702.478   419,490.176   MT  0.99967992   -0 28 20.4
 DE2248
 DE2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2248!SPC GA E     -   0.99999153  x   0.99990986  =   0.99990139
 DE2248!UTM  17      -   0.99999153  x   0.99967992  =   0.99967145
 DE2248
 DE2248                          SUPERSEDED SURVEY CONTROL
 DE2248
 DE2248  NAD 83(1986)-  33 09 47.23394(N)    081 51 48.31557(W) AD(       ) 2
 DE2248  NAD 27      -  33 09 46.69631(N)    081 51 48.89819(W) AD(       ) 2
 DE2248  NGVD 29 (07/19/86)   84.6    (m)          278.     (f) VERT ANG       
 DE2248
 DE2248.Superseded values are not recommended for survey control.
 DE2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2248.See file dsdata.txt to determine how the superseded data were derived.
 DE2248
 DE2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1949069702(NAD 83)
 DE2248_MARKER: DD = SURVEY DISK
 DE2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2248+STABILITY: SURFACE MOTION
 DE2248
 DE2248  HISTORY     - Date     Condition        Report By
 DE2248  HISTORY     - 1980     MONUMENTED       GADT
 DE2248
 DE2248                          STATION DESCRIPTION
 DE2248
 DE2248'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2248'THE STATION IS LOCATED ABOUT 16 KM (10 MI) EAST-NORTHEAST OF
 DE2248'WAYNESBORO, 19.2 KM (12 MI) NORTHWEST OF GIRARD, AND 23 KM
 DE2248'(14-1/4 MI) NORTH-NORTHWEST OF SARDIS.
 DE2248'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2248'
 DE2248'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND STATE
 DE2248'ROUTE 23 ABOUT 12.9 KM (8 MI) NORTHEAST OF WAYNESBORO, GO SOUTH
 DE2248'ALONG STATE ROUTE 23 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY
 DE2248'ROAD 57 CROSSING, PAVED TO THE RIGHT AND DIRT TO THE LEFT.  TURN
 DE2248'LEFT GOING EASTERLY ALONG DIRT COUNTY ROAD 57 FOR 3.4 KM (2.1 MI)
 DE2248'TO THE STATION ON THE RIGHT.
 DE2248'
 DE2248'THE STATION IS A STANDARD GADT DISK
 DE2248'STAMPED---017-226 1980 AZ MK---,
 DE2248'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2248'RECESSED 15.2 CM BELOW THE GROUND.  IT IS LOCATED
 DE2248'8.84 METERS (29.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2248'DIRT ROAD 57,
 DE2248'29.78 METERS (97.70 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 DE2248'PEDESTAL (TOP CENTER) ON THE NORTH SIDE OF THE ROAD,
 DE2248'1.37 METERS (4.50 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DE2248'0.98 METER (3.20 FT) NORTHWEST FROM A WITNESS POST.
 DE2248'
 DE2248'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2248'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2266 ***********************************************************************
 DE2266  DESIGNATION -  BV 017 227 GADT
 DE2266  PID         -  DE2266
 DE2266  STATE/COUNTY-  GA/BURKE
 DE2266  USGS QUAD   -  ALEXANDER (1989)
 DE2266
 DE2266                         *CURRENT SURVEY CONTROL
 DE2266  ___________________________________________________________________
 DE2266* NAD 83(1994)-  33 02 54.08682(N)    081 52 27.77319(W)     ADJUSTED  
 DE2266* NAVD 88     -        88.4    (meters)     290.     (feet)  VERTCON   
 DE2266  ___________________________________________________________________
 DE2266  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DE2266  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DE2266
 DE2266  HORZ ORDER  -  SECOND
 DE2266
 DE2266.The horizontal coordinates were established by classical geodetic methods
 DE2266.and adjusted by the National Geodetic Survey in September 1997..
 DE2266
 DE2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2266
 DE2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2266
 DE2266.The geoid height was determined by GEOID03.
 DE2266
 DE2266;                    North         East     Units Scale Factor Converg.
 DE2266;SPC GA E     -   338,001.894   227,297.402   MT  0.99990918   +0 09 33.8
 DE2266;SPC GA E     - 1,108,927.88    745,724.89   sFT  0.99990918   +0 09 33.8
 DE2266;UTM  17      - 3,656,987.605   418,362.222   MT  0.99968217   -0 28 36.7
 DE2266
 DE2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2266!SPC GA E     -   0.99999088  x   0.99990918  =   0.99990006
 DE2266!UTM  17      -   0.99999088  x   0.99968217  =   0.99967305
 DE2266
 DE2266:                Primary Azimuth Mark                     Grid Az
 DE2266:SPC GA E     -  BV 017 227 GADT AZ MK                    037 35 21.0
 DE2266:UTM  17      -  BV 017 227 GADT AZ MK                    038 13 31.5
 DE2266
 DE2266|---------------------------------------------------------------------|
 DE2266| PID    Reference Object                     Distance      Geod. Az  |
 DE2266|                                                           dddmmss.s |
 DE2266| DE2264 BV 017 227 GADT AZ MK               464.602 METERS 0374454.8 |
 DE2266| DE2265 BV 017 227 GADT RM 1                 21.091 METERS 07021     |
 DE2266|---------------------------------------------------------------------|
 DE2266
 DE2266                          SUPERSEDED SURVEY CONTROL
 DE2266
 DE2266  NAD 83(1986)-  33 02 54.09059(N)    081 52 27.76723(W) AD(       ) 2
 DE2266  NAD 27      -  33 02 53.53806(N)    081 52 28.34803(W) AD(       ) 2
 DE2266  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) VERT ANG       
 DE2266
 DE2266.Superseded values are not recommended for survey control.
 DE2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2266.See file dsdata.txt to determine how the superseded data were derived.
 DE2266
 DE2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1836256988(NAD 83)
 DE2266_MARKER: DD = SURVEY DISK
 DE2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2266+STABILITY: SURFACE MOTION
 DE2266
 DE2266  HISTORY     - Date     Condition        Report By
 DE2266  HISTORY     - 1980     MONUMENTED       GADT
 DE2266
 DE2266                          STATION DESCRIPTION
 DE2266
 DE2266'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2266'THE STATION IS LOCATED ABOUT 13.8 KM (8-1/2 MI) EAST-SOUTHEAST
 DE2266'OF WAYNESBORO, 13 KM (8 MI) WEST-NORTHWEST OF SARDIS, AND 15.2
 DE2266'KM (9-1/2 MI) WEST OF GIRARD.
 DE2266'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2266'
 DE2266'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2266'STATE ROUTE 80, APPROXIMATELY 12.9 KM (8 MI) NORTHEAST OF
 DE2266'WAYNESBORO, GO SOUTHEAST ALONG STATE ROUTE 23 FOR 0.25 KM (0.15
 DE2266'MI) TO THE JUNCTION OF COUNTY PAVED ROAD 110 (SEVEN OAKS-SHELL
 DE2266'BLUFF ROAD) TO THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG COUNTY
 DE2266'PAVED ROAD 110 FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF COUNTY
 DE2266'PAVED ROAD 91772 CROSSING IN THE COMMUNITY OF SHELL BLUFF.
 DE2266'CONTINUE SOUTH ALONG COUNTY ROAD 110 FOR 8.5 KM (5.3 MI) TO THE
 DE2266'TERMINATION OF COUNTY ROAD 110 AT THE JUNCTION OF COUNTY PAVED
 DE2266'ROAD 92113 CROSSING.  TURN RIGHT AND GO WEST ALONG COUNTY ROAD
 DE2266'92113 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 DE2266'117 (HATCHERS MILL ROAD) TO THE LEFT.  TURN LEFT AND GO SOUTH
 DE2266'ALONG COUNTY ROAD 117 FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF
 DE2266'COUNTY DIRT ROAD 121 (CHANCE-HATCHER ROAD) TO THE RIGHT.  TURN
 DE2266'RIGHT AND GO SOUTHWEST ALONG COUNTY ROAD 121 FOR 0.15 KM (0.1 MI)
 DE2266'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWEST ALONG
 DE2266'COUNTY ROAD 121 FOR 0.55 KM (0.35 MI) TO A DIRT TRACK ROAD TO THE
 DE2266'LEFT AND THE STATION ON THE RIGHT.
 DE2266'
 DE2266'THE STATION IS A STANDARD GADT DISK
 DE2266'STAMPED---017-227 1980---,
 DE2266'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2266'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DE2266'6.40 METERS (21.00 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY
 DE2266'DIRT ROAD 121 (CHANCE-HATCHER ROAD),
 DE2266'57.44 METERS (188.5 FT) WEST-SOUTHWEST FROM A POWER POLE ON THE
 DE2266'SOUTH SIDE OF THE COUNTY ROAD, AND
 DE2266'0.91 METER (3.0 FT) SOUTHEAST FROM A WITNESS POST.
 DE2266'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2266'STAMPED---017-227 1980---,
 DE2266'SET INTO AN IRREGULAR MASS OF CONCRETE .85 METERS BELOW THE SURFACE.
 DE2266'
 DE2266'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2266'STAMPED---017-227 1980 RM 1---,
 DE2266'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2266'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2266'5.79 METERS (19.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2266'DIRT ROAD 121 (CHANCE HATCHER ROAD),
 DE2266'6.71 METERS (22.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DE2266'FIELD TRACK ROAD,
 DE2266'38.50 METERS (126.3 FT) SOUTHWEST FROM THE POWER POLE TO THE
 DE2266'SOUTH OF THE COUNTY ROAD, AND
 DE2266'1.00 METER (3.3 FT) NORTHWEST FROM A WITNESS POST.
 DE2266'MARK IS BELOW STATION 1.0 METERS.
 DE2266'
 DE2266'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2266'STAMPED---017-227 1980 AZ MK---,
 DE2266'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2266'FLUSH WITH GROUND.  IT IS LOCATED
 DE2266'6.10 METERS (20.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2266'DIRT ROAD 121 (CHANCE-HATCHER ROAD),
 DE2266'4.50 METERS (14.80 FT) WEST-SOUTHWEST FROM A POWER POLE, AND
 DE2266'0.91 METER (3.0 FT) NORTHWEST FROM A WITNESS POST.
 DE2266'
 DE2266'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2266'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2266'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2264 ***********************************************************************
 DE2264  DESIGNATION -  BV 017 227 GADT AZ MK
 DE2264  PID         -  DE2264
 DE2264  STATE/COUNTY-  GA/BURKE
 DE2264  USGS QUAD   -  ALEXANDER (1989)
 DE2264
 DE2264                         *CURRENT SURVEY CONTROL
 DE2264  ___________________________________________________________________
 DE2264* NAD 83(1994)-  33 03 06.01134(N)    081 52 16.81006(W)     ADJUSTED  
 DE2264* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 DE2264  ___________________________________________________________________
 DE2264  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DE2264  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DE2264
 DE2264  HORZ ORDER  -  SECOND
 DE2264
 DE2264.The horizontal coordinates were established by classical geodetic methods
 DE2264.and adjusted by the National Geodetic Survey in September 1997..
 DE2264
 DE2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2264
 DE2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2264
 DE2264.The geoid height was determined by GEOID03.
 DE2264
 DE2264;                    North         East     Units Scale Factor Converg.
 DE2264;SPC GA E     -   338,370.014   227,580.781   MT  0.99990938   +0 09 39.9
 DE2264;SPC GA E     - 1,110,135.62    746,654.61   sFT  0.99990938   +0 09 39.9
 DE2264;UTM  17      - 3,657,352.472   418,649.606   MT  0.99968160   -0 28 30.9
 DE2264
 DE2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2264!SPC GA E     -   0.99999107  x   0.99990938  =   0.99990045
 DE2264!UTM  17      -   0.99999107  x   0.99968160  =   0.99967267
 DE2264
 DE2264                          SUPERSEDED SURVEY CONTROL
 DE2264
 DE2264  NAD 83(1986)-  33 03 06.01510(N)    081 52 16.80411(W) AD(       ) 2
 DE2264  NAD 27      -  33 03 05.46287(N)    081 52 17.38519(W) AD(       ) 2
 DE2264  NGVD 29 (07/19/86)   87.4    (m)          287.     (f) VERT ANG       
 DE2264
 DE2264.Superseded values are not recommended for survey control.
 DE2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2264.See file dsdata.txt to determine how the superseded data were derived.
 DE2264
 DE2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1865057352(NAD 83)
 DE2264_MARKER: DD = SURVEY DISK
 DE2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2264+STABILITY: SURFACE MOTION
 DE2264
 DE2264  HISTORY     - Date     Condition        Report By
 DE2264  HISTORY     - 1980     MONUMENTED       GADT
 DE2264
 DE2264                          STATION DESCRIPTION
 DE2264
 DE2264'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2264'THE STATION IS LOCATED ABOUT 14 KM (8-3/4 MI) EAST-SOUTHEAST
 DE2264'OF WAYNESBORO, 13 KM (8 MI) WEST-NORTHWEST OF SARDIS, AND 14.8
 DE2264'KM (9-1/4 MI) WEST OF GIRARD.
 DE2264'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2264'
 DE2264'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2264'STATE ROUTE 80, APPROXIMATELY 12.9 KM (8 MI) NORTHEAST OF
 DE2264'WAYNESBORO, GO SOUTHEAST ALONG STATE ROUTE 23 FOR 0.25 KM (0.15
 DE2264'MI) TO THE JUNCTION OF COUNTY PAVED ROAD 110 (SEVEN OAKS-SHELL
 DE2264'BLUFF ROAD) TO THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG COUNTY
 DE2264'PAVED ROAD 110 FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF COUNTY
 DE2264'PAVED ROAD 91772 CROSSING IN THE COMMUNITY OF SHELL BLUFF.
 DE2264'CONTINUE SOUTH ALONG COUNTY ROAD 110 FOR 8.5 KM (5.3 MI) TO THE
 DE2264'TERMINATION OF COUNTY ROAD 110 AT THE JUNCTION OF COUNTY PAVED
 DE2264'ROAD 92113 CROSSING.  TURN RIGHT AND GO WEST ALONG COUNTY ROAD
 DE2264'92113 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 DE2264'117 (HATCHERS MILL ROAD) TO THE LEFT.  TURN LEFT AND GO SOUTH
 DE2264'ALONG COUNTY ROAD 117 FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF
 DE2264'COUNTY DIRT ROAD 121 (CHANCE-HATCHER ROAD) TO THE RIGHT.  TURN
 DE2264'RIGHT AND GO SOUTHWEST ALONG COUNTY ROAD 121 FOR 0.15 KM (0.1 MI)
 DE2264'TO THE STATION ON THE LEFT.
 DE2264'
 DE2264'THE STATION IS A STANDARD GADT DISK
 DE2264'STAMPED---017-227 1980 AZ MK---,
 DE2264'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2264'FLUSH WITH GROUND.  IT IS LOCATED
 DE2264'6.10 METERS (20.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2264'DIRT ROAD 121 (CHANCE-HATCHER ROAD),
 DE2264'4.5 METERS (14.80 FT) WEST-SOUTHWEST FROM A POWER POLE, AND
 DE2264'0.91 METER (3.0 FT) NORTHWEST FROM A WITNESS POST.
 DE2264'
 DE2264'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2264'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2267 ***********************************************************************
 DE2267  DESIGNATION -  BV 017 228 GADT
 DE2267  PID         -  DE2267
 DE2267  STATE/COUNTY-  GA/BURKE
 DE2267  USGS QUAD   -  IDLEWOOD (1964)
 DE2267
 DE2267                         *CURRENT SURVEY CONTROL
 DE2267  ___________________________________________________________________
 DE2267* NAD 83(1994)-  33 07 21.02605(N)    081 53 53.13623(W)     ADJUSTED  
 DE2267* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 DE2267  ___________________________________________________________________
 DE2267  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DE2267  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DE2267
 DE2267  HORZ ORDER  -  SECOND
 DE2267
 DE2267.The horizontal coordinates were established by classical geodetic methods
 DE2267.and adjusted by the National Geodetic Survey in September 1997..
 DE2267
 DE2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2267
 DE2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2267
 DE2267.The geoid height was determined by GEOID03.
 DE2267
 DE2267;                    North         East     Units Scale Factor Converg.
 DE2267;SPC GA E     -   346,218.852   225,061.822   MT  0.99990774   +0 08 48.3
 DE2267;SPC GA E     - 1,135,886.35    738,390.33   sFT  0.99990774   +0 08 48.3
 DE2267;UTM  17      - 3,665,227.059   416,218.598   MT  0.99968654   -0 29 26.8
 DE2267
 DE2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2267!SPC GA E     -   0.99999076  x   0.99990774  =   0.99989850
 DE2267!UTM  17      -   0.99999076  x   0.99968654  =   0.99967730
 DE2267
 DE2267:                Primary Azimuth Mark                     Grid Az
 DE2267:SPC GA E     -  BV 017 228 GADT AZ MK                    278 26 44.3
 DE2267:UTM  17      -  BV 017 228 GADT AZ MK                    279 04 59.4
 DE2267
 DE2267|---------------------------------------------------------------------|
 DE2267| PID    Reference Object                     Distance      Geod. Az  |
 DE2267|                                                           dddmmss.s |
 DE2267| DE2269 BV 017 228 GADT AZ MK               APPROX. 0.7 KM 2783532.6 |
 DE2267| DE2268 BV 017 228 GADT RM 1                 24.762 METERS 35701     |
 DE2267|---------------------------------------------------------------------|
 DE2267
 DE2267                          SUPERSEDED SURVEY CONTROL
 DE2267
 DE2267  NAD 83(1986)-  33 07 21.02985(N)    081 53 53.13078(W) AD(       ) 2
 DE2267  NAD 27      -  33 07 20.48898(N)    081 53 53.71160(W) AD(       ) 2
 DE2267  NGVD 29 (07/19/86)   89.4    (m)          293.     (f) VERT ANG       
 DE2267
 DE2267.Superseded values are not recommended for survey control.
 DE2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2267.See file dsdata.txt to determine how the superseded data were derived.
 DE2267
 DE2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1621965227(NAD 83)
 DE2267_MARKER: DD = SURVEY DISK
 DE2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2267+STABILITY: SURFACE MOTION
 DE2267
 DE2267  HISTORY     - Date     Condition        Report By
 DE2267  HISTORY     - 1980     MONUMENTED       GADT
 DE2267
 DE2267                          STATION DESCRIPTION
 DE2267
 DE2267'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2267'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) EAST-NORTHEAST OF
 DE2267'WAYNESBORO, 21 KM (13 MI) NORTHWEST OF SARDIS, AND 19-1/4
 DE2267'(12 MI) WEST-NORTHWEST OF GIRARD.
 DE2267'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2267'
 DE2267'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2267'STATE ROUTE 80 ABOUT 12.9 KM (8 MI) NORTHEAST OF WAYNESBORO, GO
 DE2267'SOUTHEAST ALONG STATE ROUTE 23 FOR 0.24 KM (0.15 MI) TO THE
 DE2267'JUNCTION OF PAVED COUNTY ROAD 110 TO THE RIGHT.  TURN RIGHT AND
 DE2267'GO SOUTH ALONG COUNTY ROAD 110 FOR 0.56 KM (0.35 MI) TO THE
 DE2267'JUNCTION OF COUNTY PAVED ROAD 57 CROSSING.  CONTINUE SOUTH ALONG
 DE2267'COUNTY ROAD 110 FOR 3.06 KM (1.9 MI) TO THE JUNCTION OF COUNTY
 DE2267'PAVED ROAD 52 TO THE RIGHT.  TURN RIGHT AND GO WEST ALONG COUNTY
 DE2267'ROAD 52 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.
 DE2267'
 DE2267'THE STATION IS A STANDARD GADT DISK
 DE2267'STAMPED---017-228 1980---,
 DE2267'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2267'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2267'12.50 METERS (41.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2267'ROAD 52 (SAM MEAD ROAD),
 DE2267'24.26 METERS (79.60 FT) SOUTHEAST FROM A POWER POLE ON THE NORTH
 DE2267'SIDE OF THE ROAD,
 DE2267'19.81 METERS (65.00 FT) EAST-SOUTHEAST FROM THE POINT OF
 DE2267'INTERSECTION OF THE CENTERLINES OF COUNTY PAVED ROAD 52 AND THE
 DE2267'FIELD RAMPS TO THE NORTH AND SOUTH, AND
 DE2267'1.07 METERS (3.50 FT) EAST FROM A WITNESS POST.
 DE2267'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2267'STAMPED---017-228 1980---,
 DE2267'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2267'
 DE2267'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2267'STAMPED---017-228 1980 RM 1---,
 DE2267'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2267'FLUSH WITH GROUND.  IT IS LOCATED
 DE2267'12.04 METERS (39.50 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2267'ROAD 52 (SAM MEAD ROAD),
 DE2267'17.07 METERS (56.00 FT) EAST-NORTHEAST FROM THE POINT OF
 DE2267'INTERSECTION OF THE CENTERLINES OF COUNTY PAVED ROADS 52 AND THE
 DE2267'FIELD RAMPS,
 DE2267'3.17 METERS (10.40 FT) EAST FROM THE POWER POLE, AND
 DE2267'0.95 METER (3.10 FT) WEST FROM A WITNESS POST.
 DE2267'MARK IS LEVEL WITH STATION.
 DE2267'
 DE2267'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2267'STAMPED---017-228 1980 AZ MK---,
 DE2267'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2267'FLUSH WITH GROUND.  IT IS LOCATED
 DE2267'11.89 METERS (39.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2267'ROAD 52 (SAM MEAD ROAD),
 DE2267'24.81 METERS (81.40 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 DE2267'60.49 METERS (198.5 FT) WEST FROM ANOTHER POWER POLE, AND
 DE2267'0.46 METER (1.50 FT) SOUTH FROM A WITNESS POST.
 DE2267'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG COUNTY
 DE2267'PAVED ROAD 52 FOR 0.72 KM (0.45 MI) TO THE AZIMUTH MARK ON THE
 DE2267'RIGHT.
 DE2267'
 DE2267'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2267'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2267'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2269 ***********************************************************************
 DE2269  DESIGNATION -  BV 017 228 GADT AZ MK
 DE2269  PID         -  DE2269
 DE2269  STATE/COUNTY-  GA/BURKE
 DE2269  USGS QUAD   -  IDLEWOOD (1964)
 DE2269
 DE2269                         *CURRENT SURVEY CONTROL
 DE2269  ___________________________________________________________________
 DE2269* NAD 83(1994)-  33 07 24.34370(N)    081 54 19.23591(W)     ADJUSTED  
 DE2269* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 DE2269  ___________________________________________________________________
 DE2269  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DE2269  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DE2269
 DE2269  HORZ ORDER  -  SECOND
 DE2269
 DE2269.The horizontal coordinates were established by classical geodetic methods
 DE2269.and adjusted by the National Geodetic Survey in September 1997..
 DE2269
 DE2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2269
 DE2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2269
 DE2269.The geoid height was determined by GEOID03.
 DE2269
 DE2269;                    North         East     Units Scale Factor Converg.
 DE2269;SPC GA E     -   346,319.341   224,385.043   MT  0.99990733   +0 08 34.1
 DE2269;SPC GA E     - 1,136,216.04    736,169.93   sFT  0.99990733   +0 08 34.1
 DE2269;UTM  17      - 3,665,335.048   415,543.128   MT  0.99968795   -0 29 41.1
 DE2269
 DE2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2269!SPC GA E     -   0.99999095  x   0.99990733  =   0.99989828
 DE2269!UTM  17      -   0.99999095  x   0.99968795  =   0.99967890
 DE2269
 DE2269                          SUPERSEDED SURVEY CONTROL
 DE2269
 DE2269  NAD 83(1986)-  33 07 24.34751(N)    081 54 19.23045(W) AD(       ) 2
 DE2269  NAD 27      -  33 07 23.80682(N)    081 54 19.81051(W) AD(       ) 2
 DE2269  NGVD 29 (07/19/86)   88.2    (m)          289.     (f) VERT ANG       
 DE2269
 DE2269.Superseded values are not recommended for survey control.
 DE2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2269.See file dsdata.txt to determine how the superseded data were derived.
 DE2269
 DE2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1554365335(NAD 83)
 DE2269_MARKER: DD = SURVEY DISK
 DE2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2269+STABILITY: SURFACE MOTION
 DE2269
 DE2269  HISTORY     - Date     Condition        Report By
 DE2269  HISTORY     - 1980     MONUMENTED       GADT
 DE2269
 DE2269                          STATION DESCRIPTION
 DE2269
 DE2269'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2269'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) EAST-NORTHEAST
 DE2269'OF WAYNESBORO, 21.2 KM (13-1/4 MI) NORTHWEST OF SARDIS, AND
 DE2269'20 KM (12-1/2 MI) WEST-NORTHWEST OF GIRARD.
 DE2269'0WNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2269'
 DE2269'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2269'STATE ROUTE 80 ABOUT 12.9 KM (8 MI) NORTHEAST OF WAYNESBORO, GO
 DE2269'SOUTHEAST ALONG STATE ROUTE 23 FOR 0.24 KM (0.15 MI) TO THE
 DE2269'JUNCTION OF PAVED COUNTY ROAD 110 TO THE RIGHT.  TURN RIGHT AND
 DE2269'GO SOUTH ALONG COUNTY ROAD 110 FOR 0.56 KM (0.35 MI) TO THE
 DE2269'JUNCTION OF COUNTY PAVED ROAD 57 CROSSING.  CONTINUE SOUTH ALONG
 DE2269'COUNTY ROAD 110 FOR 3.06 KM (1.90 MI) TO THE JUNCTION OF
 DE2269'COUNTY PAVED ROAD 52 TO THE RIGHT.  TURN RIGHT AND GO WEST ALONG
 DE2269'COUNTY ROAD 52 FOR 1.45 KM (0.9 MI) TO THE STATION ON THE RIGHT.
 DE2269'
 DE2269'THE STATION IS A STANDARD GADT DISK
 DE2269'STAMPED---017-228 1980 AZ MK---,
 DE2269'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2269'FLUSH WITH GROUND.  IT IS LOCATED
 DE2269'11.89 METERS (39.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2269'ROAD 52 (SAM MEAD ROAD),
 DE2269'24.81 METERS (81.40 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 DE2269'60.49 METERS (198.5 FT) WEST FROM ANOTHER POWER POLE, AND
 DE2269'0.46 METER (1.50 FT) SOUTH FROM A WITNESS POST.
 DE2269'
 DE2269'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2269'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4255 ***********************************************************************
 CK4255  DESIGNATION -  BV 017 229 GADT
 CK4255  PID         -  CK4255
 CK4255  STATE/COUNTY-  GA/BURKE
 CK4255  USGS QUAD   -  PERKINS (1978)
 CK4255
 CK4255                         *CURRENT SURVEY CONTROL
 CK4255  ___________________________________________________________________
 CK4255* NAD 83(1994)-  32 58 30.40910(N)    081 57 12.58688(W)     ADJUSTED  
 CK4255* NAVD 88     -        94.4    (meters)     310.     (feet)  VERTCON   
 CK4255  ___________________________________________________________________
 CK4255  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CK4255  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 CK4255
 CK4255  HORZ ORDER  -  SECOND
 CK4255
 CK4255.The horizontal coordinates were established by classical geodetic methods
 CK4255.and adjusted by the National Geodetic Survey in September 1997..
 CK4255
 CK4255.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4255
 CK4255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4255
 CK4255.The geoid height was determined by GEOID03.
 CK4255
 CK4255;                    North         East     Units Scale Factor Converg.
 CK4255;SPC GA E     -   329,861.829   219,925.068   MT  0.99990489   +0 06 57.7
 CK4255;SPC GA E     - 1,082,221.68    721,537.49   sFT  0.99990489   +0 06 57.7
 CK4255;UTM  17      - 3,648,931.578   410,901.656   MT  0.99969788   -0 31 08.4
 CK4255
 CK4255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4255!SPC GA E     -   0.99998991  x   0.99990489  =   0.99989480
 CK4255!UTM  17      -   0.99998991  x   0.99969788  =   0.99968779
 CK4255
 CK4255:                Primary Azimuth Mark                     Grid Az
 CK4255:SPC GA E     -  WARD                                     039 51 45.1
 CK4255:UTM  17      -  WARD                                     040 29 51.2
 CK4255
 CK4255|---------------------------------------------------------------------|
 CK4255| PID    Reference Object                     Distance      Geod. Az  |
 CK4255|                                                           dddmmss.s |
 CK4255| CK4247 WARD                                APPROX. 1.5 KM 0395842.8 |
 CK4255| CK4254 BV 017 229 GADT RM 2                143.302 METERS 11834     |
 CK4255| CK4256 BV 017 229 GADT RM 1                 16.360 METERS 22000     |
 CK4255|---------------------------------------------------------------------|
 CK4255
 CK4255                          SUPERSEDED SURVEY CONTROL
 CK4255
 CK4255  NAD 83(1986)-  32 58 30.41254(N)    081 57 12.58173(W) AD(       ) 2
 CK4255  NAD 27      -  32 58 29.85062(N)    081 57 13.15897(W) AD(       ) 2
 CK4255  NGVD 29 (07/19/86)   94.6    (m)          310.     (f) VERT ANG       
 CK4255
 CK4255.Superseded values are not recommended for survey control.
 CK4255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4255.See file dsdata.txt to determine how the superseded data were derived.
 CK4255
 CK4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1090248932(NAD 83)
 CK4255_MARKER: DD = SURVEY DISK
 CK4255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4255+STABILITY: SURFACE MOTION
 CK4255
 CK4255  HISTORY     - Date     Condition        Report By
 CK4255  HISTORY     - 1980     MONUMENTED       GADT
 CK4255
 CK4255                          STATION DESCRIPTION
 CK4255
 CK4255'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4255'THE STATION IS LOCATED ABOUT 14 KM (8-3/4 MI) SOUTH-SOUTHEAST OF
 CK4255'WAYNESBORO, 18 KM (11-1/4 MI) WEST OF SARDIS, AND 23.8 KM
 CK4255'(14-3/4 MI) WEST-SOUTHWEST OF GIRARD.
 CK4255'OWNERSHIP--LAWRENCE THOMAS.
 CK4255'
 CK4255'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 CK4255'WAYNESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 24) FOR
 CK4255'1.5 KM (0.95 MI) TO THE JUNCTION OF STATE ROUTE 24 FORKING TO THE
 CK4255'LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 25 FOR 7.65 KM
 CK4255'(4.75 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 361 TO THE RIGHT AND
 CK4255'DIRT COUNTY ROAD 457 TO THE LEFT.  CONTINUE GOING SOUTH ALONG
 CK4255'U.S. HIGHWAY 25 FOR 7.15 KM (4.45 MI) TO THE JUNCTION OF COUNTY
 CK4255'PAVED ROAD 354 TO THE RIGHT AND COUNTY PAVED ROAD 119 TO THE LEFT.
 CK4255'TURN LEFT GOING EAST ALONG COUNTY ROAD 119 FOR 1.3 KM (0.8 MI) TO
 CK4255'THE JUNCTION OF PAVED COUNTY ROAD 173 FORKING TO THE RIGHT.
 CK4255'CONTINUE GOING EAST ALONG COUNTY ROAD 119 FOR 30.5 M (100 FT) TO
 CK4255'THE JUNCTION OF PAVED COUNTY ROAD 192 TO THE LEFT.  TURN LEFT
 CK4255'GOING NORTH ALONG PAVED COUNTY ROAD 192 FOR 61 M (200 FT) TO THE
 CK4255'END OF THE PAVEMENT.  CONTINUE GOING NORTH ALONG DIRT COUNTY ROAD
 CK4255'192 FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 188
 CK4255'TO THE RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 192 FOR
 CK4255'76.25 M (250 FT) TO THE STATION ON THE RIGHT.
 CK4255'
 CK4255'THE STATION IS A STANDARD GADT DISK
 CK4255'STAMPED---017-229 1980---,
 CK4255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4255'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4255'5.49 METERS (18.00 FT) EAST FROM THE CENTERLINE OF COUNTY DIRT
 CK4255'ROAD 192,
 CK4255'15.09 METERS (49.50 FT) NORTH FROM A 14 INCH TWIN PINE TREE,
 CK4255'52.22 METERS (171.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE
 CK4255'TO THE WEST SIDE OF THE ROAD, AND
 CK4255'0.49 METER (1.600 FT) WEST FROM A WITNESS POST SET AT A
 CK4255'FENCELINE.
 CK4255'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4255'STAMPED---017-229 1980---,
 CK4255'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4255'
 CK4255'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4255'STAMPED---017-229 1980 RM 1---,
 CK4255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4255'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK4255'5.49 METERS (18.00 FT) WEST FROM THE CENTERLINE OF COUNTY DIRT
 CK4255'ROAD 192,
 CK4255'11.52 METERS (37.80 FT) WEST-NORTHWEST FROM THE 14 INCH TWIN PINE TREE
 CK4255'AND
 CK4255'0.58 METER (1.900 FT) EAST FROM A WITNESS POST SET AT THE FENCE
 CK4255'LINE.
 CK4255'MARK IS LEVEL WITH STATION.
 CK4255'
 CK4255'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK4255'STAMPED---017-229 1980 RM 2---,
 CK4255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4255'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4255'6.10 METERS (20.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY DIRT
 CK4255'ROAD 188,
 CK4255'6.31 METERS (20.70 FT) EAST-SOUTHEAST FROM A 10 INCH PINE TREE,
 CK4255'16.34 METERS (53.60 FT) SOUTHWEST FROM A POWER POLE TO THE NORTH
 CK4255'SIDE OF THE ROAD, AND
 CK4255'0.94 METER (3.100 FT) SOUTH FROM A WITNESS POST.
 CK4255'TO REACH REFERENCE MARK 2 FROM THE STATION PROCEED SOUTH ALONG COUNTY
 CK4255'DIRT ROAD 192 FOR 76.25 M (250 FT) TO THE JUNCTION OF DIRT COUNTY
 CK4255'ROAD 188 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 188
 CK4255'FOR 0.1 KM (0.05 MI) TO THE MARK ON THE RIGHT.
 CK4255'
 CK4255'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CK4255'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4255'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4257 ***********************************************************************
 CK4257  DESIGNATION -  BV 017 230 GADT
 CK4257  PID         -  CK4257
 CK4257  STATE/COUNTY-  GA/BURKE
 CK4257  USGS QUAD   -  PERKINS (1978)
 CK4257
 CK4257                         *CURRENT SURVEY CONTROL
 CK4257  ___________________________________________________________________
 CK4257* NAD 83(1994)-  32 57 57.80491(N)    081 58 41.48657(W)     ADJUSTED  
 CK4257* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 CK4257  ___________________________________________________________________
 CK4257  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CK4257  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK4257
 CK4257  HORZ ORDER  -  SECOND
 CK4257
 CK4257.The horizontal coordinates were established by classical geodetic methods
 CK4257.and adjusted by the National Geodetic Survey in September 1997..
 CK4257
 CK4257.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4257
 CK4257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4257
 CK4257.The geoid height was determined by GEOID03.
 CK4257
 CK4257;                    North         East     Units Scale Factor Converg.
 CK4257;SPC GA E     -   328,853.098   217,618.676   MT  0.99990383   +0 06 09.2
 CK4257;SPC GA E     - 1,078,912.21    713,970.61   sFT  0.99990383   +0 06 09.2
 CK4257;UTM  17      - 3,647,948.668   408,584.700   MT  0.99970304   -0 31 56.3
 CK4257
 CK4257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4257!SPC GA E     -   0.99999057  x   0.99990383  =   0.99989441
 CK4257!UTM  17      -   0.99999057  x   0.99970304  =   0.99969362
 CK4257
 CK4257:                Primary Azimuth Mark                     Grid Az
 CK4257:SPC GA E     -  BV 017 230 GADT AZ MK                    342 36 59.2
 CK4257:UTM  17      -  BV 017 230 GADT AZ MK                    343 15 04.7
 CK4257
 CK4257|---------------------------------------------------------------------|
 CK4257| PID    Reference Object                     Distance      Geod. Az  |
 CK4257|                                                           dddmmss.s |
 CK4257| CK4259 BV 017 230 GADT AZ MK               APPROX. 0.6 KM 3424308.4 |
 CK4257| CK4258 BV 017 230 GADT RM 1                 20.957 METERS 34245     |
 CK4257|---------------------------------------------------------------------|
 CK4257
 CK4257                          SUPERSEDED SURVEY CONTROL
 CK4257
 CK4257  NAD 83(1986)-  32 57 57.80838(N)    081 58 41.48140(W) AD(       ) 2
 CK4257  NAD 27      -  32 57 57.24645(N)    081 58 42.05654(W) AD(       ) 2
 CK4257  NGVD 29 (07/19/86)   90.3    (m)          296.     (f) VERT ANG       
 CK4257
 CK4257.Superseded values are not recommended for survey control.
 CK4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4257.See file dsdata.txt to determine how the superseded data were derived.
 CK4257
 CK4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0858547949(NAD 83)
 CK4257_MARKER: DD = SURVEY DISK
 CK4257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4257+STABILITY: SURFACE MOTION
 CK4257
 CK4257  HISTORY     - Date     Condition        Report By
 CK4257  HISTORY     - 1980     MONUMENTED       GADT
 CK4257
 CK4257                          STATION DESCRIPTION
 CK4257
 CK4257'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4257'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTH-SOUTHEAST OF
 CK4257'WAYNESBORO, 20.5 KM (12-3/4 MI) WEST OF SARDIS, AND 26.5 KM
 CK4257'(16-1/2 MI) EAST-SOUTHEAST OF VIDETTE.
 CK4257'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4257'
 CK4257'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 CK4257'WAYNESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 24) FOR
 CK4257'1.5 KM (0.95 MI) TO THE JUNCTION OF STATE ROUTE 24 FORKING
 CK4257'TO THE LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25 FOR 7.65 KM
 CK4257'(4.75 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 361 TO THE RIGHT
 CK4257'AND COUNTY DIRT ROAD 457 TO THE LEFT.  CONTINUE SOUTH ALONG
 CK4257'U.S. HIGHWAY 25 FOR 3.45 KM (2.15 MI) TO THE AZIMUTH MARK ON
 CK4257'THE RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25 FOR 0.65 KM
 CK4257'(0.4 MI) TO THE STATION ON THE LEFT.
 CK4257'
 CK4257'THE STATION IS A STANDARD GADT DISK
 CK4257'STAMPED---017-230 1980---,
 CK4257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4257'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4257'15.24 METERS (50.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF U.S.
 CK4257'HIGHWAY 25,
 CK4257'23.77 METERS (78.00 FT) SOUTHEAST FROM THE SOUTH END OF AN 18
 CK4257'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE EAST,
 CK4257'19.57 METERS (64.20 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 CK4257'OF A WOOD FRAME HOUSE,
 CK4257'3.35 METERS (11.00 FT) SOUTH FROM A POWER POLE AND
 CK4257'0.79 METER (2.6 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4257'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4257'STAMPED---017-230 1980---,
 CK4257'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4257'
 CK4257'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4257'STAMPED---017-230 1980 RM 1---,
 CK4257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4257'FLUSH WITH GROUND.  IT IS LOCATED
 CK4257'14.48 METERS (47.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF U.S.
 CK4257'HIGHWAY 25,
 CK4257'16.92 METERS (55.50 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF
 CK4257'THE WOOD FRAME HOUSE,
 CK4257'4.97 METERS (16.30 FT) EAST-SOUTHEAST FROM THE SOUTH END OF THE
 CK4257'18 INCH CONCRETE SIDE DRAIN PIPE AND
 CK4257'0.80 METER (2.6 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4257'MARK IS BELOW STATION 1.0 METERS.
 CK4257'
 CK4257'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4257'STAMPED---017-230 1980 AZ MK---,
 CK4257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4257'FLUSH WITH GROUND.  IT IS LOCATED
 CK4257'14.48 METERS (47.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF U.S.
 CK4257'HIGHWAY 25,
 CK4257'23.35 METERS (76.60 FT) SOUTH-SOUTHEAST FROM A BRACE POLE, AND
 CK4257'0.58 METER (1.9 FT) EAST-NORTHEAST FROM A WITNESS POST SET AT A
 CK4257'FENCELINE.
 CK4257'
 CK4257'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4257'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4257'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4259 ***********************************************************************
 CK4259  DESIGNATION -  BV 017 230 GADT AZ MK
 CK4259  PID         -  CK4259
 CK4259  STATE/COUNTY-  GA/BURKE
 CK4259  USGS QUAD   -  PERKINS (1978)
 CK4259
 CK4259                         *CURRENT SURVEY CONTROL
 CK4259  ___________________________________________________________________
 CK4259* NAD 83(1994)-  32 58 16.87578(N)    081 58 48.52517(W)     ADJUSTED  
 CK4259* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 CK4259  ___________________________________________________________________
 CK4259  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CK4259  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 CK4259
 CK4259  HORZ ORDER  -  SECOND
 CK4259
 CK4259.The horizontal coordinates were established by classical geodetic methods
 CK4259.and adjusted by the National Geodetic Survey in September 1997..
 CK4259
 CK4259.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4259
 CK4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4259
 CK4259.The geoid height was determined by GEOID03.
 CK4259
 CK4259;                    North         East     Units Scale Factor Converg.
 CK4259;SPC GA E     -   329,440.225   217,434.867   MT  0.99990375   +0 06 05.4
 CK4259;SPC GA E     - 1,080,838.47    713,367.56   sFT  0.99990375   +0 06 05.4
 CK4259;UTM  17      - 3,648,537.677   408,407.444   MT  0.99970344   -0 32 00.4
 CK4259
 CK4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4259!SPC GA E     -   0.99999117  x   0.99990375  =   0.99989492
 CK4259!UTM  17      -   0.99999117  x   0.99970344  =   0.99969461
 CK4259
 CK4259                          SUPERSEDED SURVEY CONTROL
 CK4259
 CK4259  NAD 83(1986)-  32 58 16.87925(N)    081 58 48.51998(W) AD(       ) 2
 CK4259  NAD 27      -  32 58 16.31789(N)    081 58 49.09468(W) AD(       ) 2
 CK4259  NGVD 29 (07/19/86)   86.5    (m)          284.     (f) VERT ANG       
 CK4259
 CK4259.Superseded values are not recommended for survey control.
 CK4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4259.See file dsdata.txt to determine how the superseded data were derived.
 CK4259
 CK4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0840748538(NAD 83)
 CK4259_MARKER: DD = SURVEY DISK
 CK4259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4259+STABILITY: SURFACE MOTION
 CK4259
 CK4259  HISTORY     - Date     Condition        Report By
 CK4259  HISTORY     - 1980     MONUMENTED       GADT
 CK4259
 CK4259                          STATION DESCRIPTION
 CK4259
 CK4259'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4259'THE STATION IS LOCATED ABOUT 13.2 KM (8-1/4 MI) SOUTH-SOUTHEAST
 CK4259'OF WAYNESBORO, 20.5 KM (12-3/4 MI) WEST OF SARDIS, AND 25.8 KM
 CK4259'(16 MI) EAST-SOUTHEAST OF VIDETTE.
 CK4259'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4259'
 CK4259'TO REACH THE STATION FROM THE BURKE COUNTY COURTHOUSE IN
 CK4259'WAYNESBORO, GO SOUTH ALONG U.S. HIGHWAY 25 (STATE ROUTE 24)
 CK4259'FOR 1.5 KM (0.95 MI) TO THE JUNCTION OF STATE ROUTE 24 FORKING
 CK4259'TO THE LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25 FOR 7.65 KM
 CK4259'(4.75 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 361 TO THE RIGHT
 CK4259'AND COUNTY DIRT ROAD 457 TO THE LEFT.  CONTINUE SOUTH ALONG
 CK4259'U.S. HIGHWAY 25 FOR 3.45 KM (2.15 MI) TO THE STATION ON THE
 CK4259'RIGHT.
 CK4259'
 CK4259'THE STATION IS A STANDARD GADT DISK
 CK4259'STAMPED---017-230 1980 AZ MK---,
 CK4259'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4259'FLUSH WITH GROUND.  IT IS LOCATED
 CK4259'14.48 METERS (47.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF U.S.
 CK4259'HIGHWAY 25,
 CK4259'23.35 METERS (76.60 FT) SOUTH-SOUTHEAST FROM A BRACE POLE, AND
 CK4259'0.58 METER (1.9 FT) EAST-NORTHEAST FROM A WITNESS POST SET AT A
 CK4259'FENCELINE.
 CK4259'
 CK4259'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4259'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2261 ***********************************************************************
 DE2261  DESIGNATION -  BV 017 231 GADT
 DE2261  PID         -  DE2261
 DE2261  STATE/COUNTY-  GA/BURKE
 DE2261  USGS QUAD   -  ALEXANDER (1989)
 DE2261
 DE2261                         *CURRENT SURVEY CONTROL
 DE2261  ___________________________________________________________________
 DE2261* NAD 83(1994)-  33 06 44.17752(N)    081 49 44.86765(W)     ADJUSTED  
 DE2261* NAVD 88     -        95.3    (meters)     313.     (feet)  VERTCON   
 DE2261  ___________________________________________________________________
 DE2261  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE2261  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE2261
 DE2261  HORZ ORDER  -  SECOND
 DE2261
 DE2261.The horizontal coordinates were established by classical geodetic methods
 DE2261.and adjusted by the National Geodetic Survey in September 1997..
 DE2261
 DE2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2261
 DE2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2261
 DE2261.The geoid height was determined by GEOID03.
 DE2261
 DE2261;                    North         East     Units Scale Factor Converg.
 DE2261;SPC GA E     -   345,102.351   231,500.808   MT  0.99991223   +0 11 03.8
 DE2261;SPC GA E     - 1,132,223.30    759,515.57   sFT  0.99991223   +0 11 03.8
 DE2261;UTM  17      - 3,664,039.264   422,643.287   MT  0.99967378   -0 27 10.7
 DE2261
 DE2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2261!SPC GA E     -   0.99998982  x   0.99991223  =   0.99990205
 DE2261!UTM  17      -   0.99998982  x   0.99967378  =   0.99966361
 DE2261
 DE2261|---------------------------------------------------------------------|
 DE2261| PID    Reference Object                     Distance      Geod. Az  |
 DE2261|                                                           dddmmss.s |
 DE2261| DE2259 BV 017 231 GADT RM 1                 23.634 METERS 11046     |
 DE2261| DE2255 BV 017 231 GADT AZ MK               APPROX. 0.6 KM 1105341.1 |
 DE2261|---------------------------------------------------------------------|
 DE2261
 DE2261                          SUPERSEDED SURVEY CONTROL
 DE2261
 DE2261  NAD 83(1986)-  33 06 44.18123(N)    081 49 44.86180(W) AD(       ) 2
 DE2261  NAD 27      -  33 06 43.63580(N)    081 49 45.44704(W) AD(       ) 2
 DE2261  NGVD 29 (07/19/86)   95.5    (m)          313.     (f) VERT ANG       
 DE2261
 DE2261.Superseded values are not recommended for survey control.
 DE2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2261.See file dsdata.txt to determine how the superseded data were derived.
 DE2261
 DE2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2264364039(NAD 83)
 DE2261_MARKER: DD = SURVEY DISK
 DE2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2261+STABILITY: SURFACE MOTION
 DE2261
 DE2261  HISTORY     - Date     Condition        Report By
 DE2261  HISTORY     - 1980     MONUMENTED       GADT
 DE2261
 DE2261                          STATION DESCRIPTION
 DE2261
 DE2261'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2261'THE STATION IS LOCATED ABOUT 17.8 KM (11 MI) EAST OF
 DE2261'WAYNESBORO, 16.5 KM (10-1/4 MI) NORTH-NORTHWEST OF SARDIS, AND
 DE2261'13.2 KM (8-1/4 MI) NORTHWEST OF GIRARD.
 DE2261'OWNERSHIP--Q U LIVELY,
 DE2261'ROUTE 2, BOX 260, WAYNESBORO GEORGIA, PHONE 404 554-3020.
 DE2261'
 DE2261'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND
 DE2261'STATE ROUTE 23 APPROXIMATELY 12.9 KM (8 MI) NORTHEAST OF
 DE2261'WAYNESBORO, GO SOUTHEAST ALONG STATE ROUTE 23 FOR 6.35 KM
 DE2261'(3.95 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 98 CROSSING.
 DE2261'TURN LEFT AND GO EAST ALONG COUNTY ROAD 98 FOR 1.05 KM (0.65 MI)
 DE2261'TO THE JUNCTION OF COUNTY DIRT ROAD 100 TO THE RIGHT.  TURN
 DE2261'RIGHT AND GO SOUTHEAST ALONG COUNTY ROAD 100 FOR 1.85 KM
 DE2261'(1.15 MI) TO THE STATION ON THE RIGHT.
 DE2261'
 DE2261'THE STATION IS A STANDARD GADT DISK
 DE2261'STAMPED---017-231 1980---,
 DE2261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2261'FLUSH WITH GROUND.  IT IS LOCATED
 DE2261'5.18 METERS (17.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2261'COUNTY DIRT ROAD 100,
 DE2261'54.54 METERS (179.4 FT) WEST-NORTHWEST FROM A POWER POLE,
 DE2261'1.13 METERS (3.70 FT) WEST-NORTHWEST FROM A WITNESS POST, AND
 DE2261'1.52 METERS (5.00 FT) EAST-SOUTHEAST FROM ANOTHER WITNESS POST.
 DE2261'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2261'STAMPED---017-231 1980---,
 DE2261'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2261'
 DE2261'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2261'STAMPED---017-231 1980 RM 1---,
 DE2261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2261'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DE2261'3.96 METERS (13.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2261'COUNTY DIRT ROAD 100,
 DE2261'31.06 METERS (101.9 FT) WEST-NORTHWEST FROM THE POWER POLE, AND
 DE2261'0.91 METER (3.00 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2261'MARK IS LEVEL WITH STATION.
 DE2261'
 DE2261'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2261'STAMPED---017-231 1980 AZ MK---,
 DE2261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2261'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DE2261'10.00 METERS (32.80 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DE2261'COUNTY DIRT ROAD 97,
 DE2261'38.40 METERS (126.0 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DE2261'0.85 METER (2.80 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DE2261'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 DE2261'COUNTY DIRT ROAD 100 FOR 0.55 KM (0.35 MI) TO ITS TERMINATION
 DE2261'AT THE JUNCTION OF COUNTY DIRT ROAD 97 AND THE MARK
 DE2261'ON THE EAST SIDE OF COUNTY ROAD 97.
 DE2261'
 DE2261'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2261'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2261'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2255 ***********************************************************************
 DE2255  DESIGNATION -  BV 017 231 GADT AZ MK
 DE2255  PID         -  DE2255
 DE2255  STATE/COUNTY-  GA/BURKE
 DE2255  USGS QUAD   -  ALEXANDER (1989)
 DE2255
 DE2255                         *CURRENT SURVEY CONTROL
 DE2255  ___________________________________________________________________
 DE2255* NAD 83(1994)-  33 06 37.35698(N)    081 49 23.63995(W)     ADJUSTED  
 DE2255* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 DE2255  ___________________________________________________________________
 DE2255  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DE2255  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE2255
 DE2255  HORZ ORDER  -  SECOND
 DE2255
 DE2255.The horizontal coordinates were established by classical geodetic methods
 DE2255.and adjusted by the National Geodetic Survey in September 1997..
 DE2255
 DE2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2255
 DE2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2255
 DE2255.The geoid height was determined by GEOID03.
 DE2255
 DE2255;                    North         East     Units Scale Factor Converg.
 DE2255;SPC GA E     -   344,894.034   232,051.800   MT  0.99991266   +0 11 15.4
 DE2255;SPC GA E     - 1,131,539.84    761,323.28   sFT  0.99991266   +0 11 15.4
 DE2255;UTM  17      - 3,663,824.883   423,191.797   MT  0.99967274   -0 26 59.0
 DE2255
 DE2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2255!SPC GA E     -   0.99999103  x   0.99991266  =   0.99990369
 DE2255!UTM  17      -   0.99999103  x   0.99967274  =   0.99966378
 DE2255
 DE2255                          SUPERSEDED SURVEY CONTROL
 DE2255
 DE2255  NAD 83(1986)-  33 06 37.36069(N)    081 49 23.63411(W) AD(       ) 2
 DE2255  NAD 27      -  33 06 36.81511(N)    081 49 24.22000(W) AD(       ) 2
 DE2255  NGVD 29 (07/19/86)   87.8    (m)          288.     (f) VERT ANG       
 DE2255
 DE2255.Superseded values are not recommended for survey control.
 DE2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2255.See file dsdata.txt to determine how the superseded data were derived.
 DE2255
 DE2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2319263825(NAD 83)
 DE2255_MARKER: DD = SURVEY DISK
 DE2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2255+STABILITY: SURFACE MOTION
 DE2255
 DE2255  HISTORY     - Date     Condition        Report By
 DE2255  HISTORY     - 1980     MONUMENTED       GADT
 DE2255  HISTORY     - 20040210 POOR             GADT
 DE2255
 DE2255                          STATION DESCRIPTION
 DE2255
 DE2255'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2255'THE STATION IS LOCATED ABOUT 18 KM (11-1/4 MI ) EAST OF WAYNESBORO,
 DE2255'16 KM (10 MI) NORTH-NORTHWEST OF SARDIS, AND 13 KM (8 MI)
 DE2255'NORTHWEST OF GIRARD.
 DE2255'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2255'
 DE2255'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND
 DE2255'STATE ROUTE 23 APPROXIMATELY 12.9 KM (8 MI) NORTHEAST OF
 DE2255'WAYNESBORO, GO SOUTHEAST ALONG STATE ROUTE 23 FOR 6.35 KM
 DE2255'(3.95 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 98 CROSSING.
 DE2255'TURN LEFT AND GO EAST ALONG COUNTY ROAD 98 FOR 1.05 KM (0.65 MI)
 DE2255'TO THE JUNCTION OF COUNTY DIRT ROAD 100 TO THE RIGHT.  TURN
 DE2255'RIGHT AND GO SOUTHEAST ALONG COUNTY ROAD 100 FOR 2.4 KM
 DE2255'(1.5 MI) TO ITS TERMINATION AT THE JUNCTION OF COUNTY DIRT
 DE2255'ROAD 97 AND THE STATION ON THE EAST SIDE OF COUNTY ROAD 97.
 DE2255'
 DE2255'THE STATION IS A STANDARD GADT DISK
 DE2255'STAMPED---017-231 1980 AZ MK---,
 DE2255'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2255'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DE2255'10.00 METERS (32.80 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DE2255'COUNTY DIRT ROAD 97
 DE2255'38.40 METERS (126.0 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DE2255'0.85 METER (2.80 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DE2255'
 DE2255'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2255'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
 DE2255
 DE2255                          STATION RECOVERY (2004)
 DE2255
 DE2255'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DE2255'RECEIVED REPORT ON THIS STATION. IT IS SLATED TO BE DESTROYED BY
 DE2255'CONSTRUCTION IN THE VERY NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2240 ***********************************************************************
 DE2240  DESIGNATION -  BV 017 232 GADT
 DE2240  PID         -  DE2240
 DE2240  STATE/COUNTY-  GA/BURKE
 DE2240  USGS QUAD   -  GIRARD (1989)
 DE2240
 DE2240                         *CURRENT SURVEY CONTROL
 DE2240  ___________________________________________________________________
 DE2240* NAD 83(1994)-  33 03 45.10230(N)    081 44 48.89395(W)     ADJUSTED  
 DE2240* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 DE2240  ___________________________________________________________________
 DE2240  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DE2240  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DE2240
 DE2240  HORZ ORDER  -  SECOND
 DE2240
 DE2240.The horizontal coordinates were established by classical geodetic methods
 DE2240.and adjusted by the National Geodetic Survey in September 1997..
 DE2240
 DE2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2240
 DE2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2240
 DE2240.The geoid height was determined by GEOID03.
 DE2240
 DE2240;                    North         East     Units Scale Factor Converg.
 DE2240;SPC GA E     -   339,613.732   239,195.674   MT  0.99991894   +0 13 44.4
 DE2240;SPC GA E     - 1,114,216.05    784,761.14   sFT  0.99991894   +0 13 44.4
 DE2240;UTM  17      - 3,658,466.833   430,274.766   MT  0.99965994   -0 24 27.0
 DE2240
 DE2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2240!SPC GA E     -   0.99999119  x   0.99991894  =   0.99991013
 DE2240!UTM  17      -   0.99999119  x   0.99965994  =   0.99965113
 DE2240
 DE2240|---------------------------------------------------------------------|
 DE2240| PID    Reference Object                     Distance      Geod. Az  |
 DE2240|                                                           dddmmss.s |
 DE2240| DE2239 BV 017 232 GADT RM 1                 17.997 METERS 10056     |
 DE2240| DE2251 BV 017 232 GADT AZ MK               APPROX. 0.7 KM 2804843.9 |
 DE2240|---------------------------------------------------------------------|
 DE2240
 DE2240                          SUPERSEDED SURVEY CONTROL
 DE2240
 DE2240  NAD 83(1986)-  33 03 45.10610(N)    081 44 48.88816(W) AD(       ) 2
 DE2240  NAD 27      -  33 03 44.55427(N)    081 44 49.48145(W) AD(       ) 2
 DE2240  NGVD 29 (07/19/86)   86.8    (m)          285.     (f) VERT ANG       
 DE2240
 DE2240.Superseded values are not recommended for survey control.
 DE2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2240.See file dsdata.txt to determine how the superseded data were derived.
 DE2240
 DE2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3027558467(NAD 83)
 DE2240_MARKER: DD = SURVEY DISK
 DE2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2240+STABILITY: SURFACE MOTION
 DE2240
 DE2240  HISTORY     - Date     Condition        Report By
 DE2240  HISTORY     - 1980     MONUMENTED       GADT
 DE2240
 DE2240                          STATION DESCRIPTION
 DE2240
 DE2240'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2240'THE STATION IS LOCATED ABOUT 25.2 KM (15-3/4 MI) EAST OF
 DE2240'WAYNESBORO, 4 KM (2-1/2 MI) NORTHWEST OF GIRARD, AND 9.8 KM
 DE2240'(6 MI) NORTH OF SARDIS.
 DE2240'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2240'
 DE2240'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2240'WESTERLY ALONG STATE ROUTE 23 FOR 3.85 KM (2.40 MI) TO THE
 DE2240'JUNCTION OF DIRT COUNTY ROAD 90 TO THE LEFT.  CONTINUE GOING
 DE2240'WESTERLY ALONG STATE ROUTE 23 FOR 0.24 KM (0.15 MI) TO THE
 DE2240'STATION ON THE LEFT.
 DE2240'
 DE2240'THE STATION IS A STANDARD GADT DISK
 DE2240'STAMPED---017-232 1980---,
 DE2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2240'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DE2240'6.10 METERS (20 FT) SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE
 DE2240'23,
 DE2240'11.13 METERS (36.50 FT) NORTH FROM A POWER POLE, AND
 DE2240'2.05 METERS (6.70 FT) NORTHEAST FROM A WITNESS POST.
 DE2240'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2240'STAMPED---017-232 1980---,
 DE2240'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2240'
 DE2240'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2240'STAMPED---017-232 1980 RM 1---,
 DE2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2240'FLUSH WITH GROUND.  IT IS LOCATED
 DE2240'6.25 METERS (20.50 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DE2240'ROUTE 23,
 DE2240'15.61 METERS (51.20 FT) WEST FROM THE POWER POLE, AND
 DE2240'1.80 METERS (5.90 FT) SOUTHWEST FROM A WITNESS POST.
 DE2240'MARK IS LEVEL WITH STATION.
 DE2240'
 DE2240'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2240'STAMPED---017-232 1980 AZ MK---,
 DE2240'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2240'FLUSH WITH GROUND.  IT IS LOCATED
 DE2240'12.80 METERS (42.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2240'STATE ROUTE 23,
 DE2240'42.98 METERS (141.0 FT) EAST-SOUTHEAST FROM THE MOST EASTERLY OF
 DE2240'2 UNDERGROUND TELEPHONE CABLE PEDESTALS,
 DE2240'2.80 METERS (9.20 FT) EAST-NORTHEAST FROM A TELEPHONE POLE, AND
 DE2240'0.85 METER (2.80 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2240'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG
 DE2240'STATE ROUTE 23 FOR 0.7 KM (0.45 MI) TO THE MARK ON THE
 DE2240'LEFT.
 DE2240'
 DE2240'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2240'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2240'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2251 ***********************************************************************
 DE2251  DESIGNATION -  BV 017 232 GADT AZ MK
 DE2251  PID         -  DE2251
 DE2251  STATE/COUNTY-  GA/BURKE
 DE2251  USGS QUAD   -  ALEXANDER (1989)
 DE2251
 DE2251                         *CURRENT SURVEY CONTROL
 DE2251  ___________________________________________________________________
 DE2251* NAD 83(1994)-  33 03 49.48865(N)    081 45 16.17539(W)     ADJUSTED  
 DE2251* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 DE2251  ___________________________________________________________________
 DE2251  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DE2251  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DE2251
 DE2251  HORZ ORDER  -  SECOND
 DE2251
 DE2251.The horizontal coordinates were established by classical geodetic methods
 DE2251.and adjusted by the National Geodetic Survey in September 1997..
 DE2251
 DE2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2251
 DE2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2251
 DE2251.The geoid height was determined by GEOID03.
 DE2251
 DE2251;                    North         East     Units Scale Factor Converg.
 DE2251;SPC GA E     -   339,746.048   238,487.502   MT  0.99991826   +0 13 29.5
 DE2251;SPC GA E     - 1,114,650.16    782,437.75   sFT  0.99991826   +0 13 29.5
 DE2251;UTM  17      - 3,658,606.972   429,568.290   MT  0.99966116   -0 24 41.9
 DE2251
 DE2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2251!SPC GA E     -   0.99999182  x   0.99991826  =   0.99991008
 DE2251!UTM  17      -   0.99999182  x   0.99966116  =   0.99965298
 DE2251
 DE2251                          SUPERSEDED SURVEY CONTROL
 DE2251
 DE2251  NAD 83(1986)-  33 03 49.49244(N)    081 45 16.16960(W) AD(       ) 2
 DE2251  NAD 27      -  33 03 48.94065(N)    081 45 16.76212(W) AD(       ) 2
 DE2251  NGVD 29 (07/19/86)   82.8    (m)          272.     (f) VERT ANG       
 DE2251
 DE2251.Superseded values are not recommended for survey control.
 DE2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2251.See file dsdata.txt to determine how the superseded data were derived.
 DE2251
 DE2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2956858607(NAD 83)
 DE2251_MARKER: DD = SURVEY DISK
 DE2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2251+STABILITY: SURFACE MOTION
 DE2251
 DE2251  HISTORY     - Date     Condition        Report By
 DE2251  HISTORY     - 1980     MONUMENTED       GADT
 DE2251
 DE2251                          STATION DESCRIPTION
 DE2251
 DE2251'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2251'THE STATION IS LOCATED ABOUT 24.5 KM (15-1/4 MI) EAST OF
 DE2251'WAYNESBORO, 4.8 KM (3 MI) WEST-NORTHWEST OF GIRARD, AND
 DE2251'9.8 KM (6 MI) NORTH OF SARDIS.
 DE2251'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DE2251'
 DE2251'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2251'WESTERLY ALONG STATE ROUTE 23 FOR 3.85 KM (2.4 MI) TO THE
 DE2251'JUNCTION OF DIRT COUNTY ROAD 90 TO THE LEFT.  CONTINUE GOING
 DE2251'WESTERLY ALONG STATE ROUTE 23 FOR 0.95 KM (0.6 MI) TO THE
 DE2251'STATION ON THE LEFT.
 DE2251'
 DE2251'THE STATION IS A STANDARD GADT DISK
 DE2251'STAMPED---017-232 1980 AZ MK---,
 DE2251'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2251'FLUSH WITH GROUND.  IT IS LOCATED
 DE2251'12.80 METERS (42.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2251'STATE ROUTE 23,
 DE2251'42.98 METERS (141.0 FT) EAST-SOUTHEAST FROM THE MOST EASTERLY OF
 DE2251'2 UNDERGROUND TELEPHONE CABLE PEDESTALS,
 DE2251'2.80 METERS (9.20 FT) EAST-NORTHEAST FROM A TELEPHONE POLE, AND
 DE2251'0.85 METER (2.80 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2251'
 DE2251'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2251'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2262 ***********************************************************************
 DE2262  DESIGNATION -  BV 017 233 GADT
 DE2262  PID         -  DE2262
 DE2262  STATE/COUNTY-  GA/BURKE
 DE2262  USGS QUAD   -  ALEXANDER (1989)
 DE2262
 DE2262                         *CURRENT SURVEY CONTROL
 DE2262  ___________________________________________________________________
 DE2262* NAD 83(1994)-  33 04 46.24991(N)    081 49 45.15834(W)     ADJUSTED  
 DE2262* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 DE2262  ___________________________________________________________________
 DE2262  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DE2262  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DE2262
 DE2262  HORZ ORDER  -  SECOND
 DE2262
 DE2262.The horizontal coordinates were established by classical geodetic methods
 DE2262.and adjusted by the National Geodetic Survey in September 1997..
 DE2262
 DE2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2262
 DE2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2262
 DE2262.The geoid height was determined by GEOID03.
 DE2262
 DE2262;                    North         East     Units Scale Factor Converg.
 DE2262;SPC GA E     -   341,469.637   231,504.955   MT  0.99991223   +0 11 03.1
 DE2262;SPC GA E     - 1,120,304.97    759,529.17   sFT  0.99991223   +0 11 03.1
 DE2262;UTM  17      - 3,660,407.595   422,607.051   MT  0.99967385   -0 27 09.4
 DE2262
 DE2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2262!SPC GA E     -   0.99999291  x   0.99991223  =   0.99990514
 DE2262!UTM  17      -   0.99999291  x   0.99967385  =   0.99966676
 DE2262
 DE2262|---------------------------------------------------------------------|
 DE2262| PID    Reference Object                     Distance      Geod. Az  |
 DE2262|                                                           dddmmss.s |
 DE2262| DE2260 BV 017 233 GADT RM 1                 29.129 METERS 11708     |
 DE2262| DE2263 BV 017 233 GADT AZ MK               382.337 METERS 22656     |
 DE2262|---------------------------------------------------------------------|
 DE2262
 DE2262                          SUPERSEDED SURVEY CONTROL
 DE2262
 DE2262  NAD 83(1986)-  33 04 46.25365(N)    081 49 45.15248(W) AD(       ) 2
 DE2262  NAD 27      -  33 04 45.70375(N)    081 49 45.73761(W) AD(       ) 2
 DE2262  NGVD 29 (07/19/86)   75.8    (m)          249.     (f) VERT ANG       
 DE2262
 DE2262.Superseded values are not recommended for survey control.
 DE2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2262.See file dsdata.txt to determine how the superseded data were derived.
 DE2262
 DE2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2260760408(NAD 83)
 DE2262_MARKER: DD = SURVEY DISK
 DE2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2262+STABILITY: SURFACE MOTION
 DE2262
 DE2262  HISTORY     - Date     Condition        Report By
 DE2262  HISTORY     - 1980     MONUMENTED       GADT
 DE2262
 DE2262                          STATION DESCRIPTION
 DE2262
 DE2262'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2262'THE STATION IS LOCATED ABOUT 17.2 KM (10-3/4 MI) EAST OF
 DE2262'WAYNESBORO, 12 KM (7-1/4 MI) WEST-NORTHWEST OF GIRARD, AND
 DE2262'13.2 KM (8-1/4 MI) NORTH-NORTHWEST OF SARDIS.
 DE2262'OWNERSHIP--LOUISE HOLMES, ROUTE 2 BOX 203A WAYNESBORO GEORGIA.
 DE2262'
 DE2262'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2262'NORTHWEST ALONG STATE ROUTE 23 FOR 2.6 KM (1.6 MI) TO THE
 DE2262'JUNCTION OF PAVED COUNTY ROAD 89 TO THE LEFT AND DIRT COUNTY
 DE2262'ROAD 87 TO THE RIGHT.  CONTINUE GOING WESTERLY ALONG STATE
 DE2262'ROUTE 23 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF PAVED COUNTY
 DE2262'ROAD 92113 TO THE LEFT AND DIRT COUNTY ROAD 95 TO THE RIGHT.
 DE2262'TURN LEFT GOING WESTERLY ALONG COUNTY ROAD 92113 FOR 2.5 KM
 DE2262'(1.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91 TO THE LEFT.
 DE2262'CONTINUE GOING WESTERLY ALONG COUNTY ROAD 92113 FOR 3.1 KM
 DE2262'(1.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 114 TO THE RIGHT.
 DE2262'AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT GOING
 DE2262'NORTHEASTERLY AND THEN EASTERLY ALONG COUNTY ROAD 114 FOR
 DE2262'0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 DE2262'
 DE2262'THE STATION IS A STANDARD GADT DISK
 DE2262'STAMPED---017-233 1980---,
 DE2262'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2262'FLUSH WITH GROUND.  IT IS LOCATED
 DE2262'4.88 METERS (16.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DE2262'COUNTY DIRT ROAD 114
 DE2262'2.87 METERS (9.40 FT) EAST FROM A POWER POLE,
 DE2262'9.14 METERS (30.00 FT) WEST FROM THE SOUTHWEST CORNER OF A HOUSE
 DE2262'OCCUPIED BY JAMES P. HOLMES,
 DE2262'7.74 METERS (25.40 FT) SOUTH FROM A 5 INCH PECAN TREE, AND
 DE2262'2.90 METERS (9.50 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DE2262'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2262'STAMPED---017-233 1980---,
 DE2262'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2262'
 DE2262'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2262'STAMPED---017 233 1980 RM 1---,
 DE2262'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2262'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DE2262'10.39 METERS (34.10 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DE2262'COUNTY DIRT ROAD 114,
 DE2262'31.94 METERS (104.8 FT) EAST FROM THE POWER POLE,
 DE2262'12.86 METERS (42.20 FT) EAST-SOUTHEAST FROM THE SOUTH CENTRAL
 DE2262'CORNER OF THE HOUSE OCCUPIED BY JAMES P. HOLMES, AND
 DE2262'8.02 METERS (26.30 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 DE2262'HOUSE OCCUPIED BY JAMES P. HOLMES.
 DE2262'MARK IS ABOVE STATION 0.10 METERS.
 DE2262'
 DE2262'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2262'STAMPED---017-233 1980 AZ MK---,
 DE2262'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2262'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2262'18.29 METERS (60.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2262'ROAD 92113,
 DE2262'13.26 METERS (43.50 FT) NORTHWEST FROM A TELEPHONE PEDESTAL ON
 DE2262'THE EAST SIDE OF COUNTY DIRT ROAD 114,
 DE2262'4.73 METERS (15.50 FT) WEST FROM THE CENTERLINE OF COUNTY DIRT
 DE2262'ROAD 114,
 DE2262'3.44 METERS (11.30 FT) SOUTHEAST FROM A POWER POLE, AND
 DE2262'0.79 METER (2.6 FT) EAST FROM A WITNESS POST.
 DE2262'
 DE2262'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2262'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2262'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2263 ***********************************************************************
 DE2263  DESIGNATION -  BV 017 233 GADT AZ MK
 DE2263  PID         -  DE2263
 DE2263  STATE/COUNTY-  GA/BURKE
 DE2263  USGS QUAD   -  ALEXANDER (1989)
 DE2263
 DE2263                         *CURRENT SURVEY CONTROL
 DE2263  ___________________________________________________________________
 DE2263* NAD 83(1994)-  33 04 37.77568(N)    081 49 55.92823(W)     ADJUSTED  
 DE2263* NAVD 88     -        68.2    (meters)     224.     (feet)  VERTCON   
 DE2263  ___________________________________________________________________
 DE2263  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DE2263  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DE2263
 DE2263  HORZ ORDER  -  SECOND
 DE2263
 DE2263.The horizontal coordinates were established by classical geodetic methods
 DE2263.and adjusted by the National Geodetic Survey in September 1997..
 DE2263
 DE2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2263
 DE2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2263
 DE2263.The geoid height was determined by GEOID03.
 DE2263
 DE2263;                    North         East     Units Scale Factor Converg.
 DE2263;SPC GA E     -   341,207.700   231,226.486   MT  0.99991202   +0 10 57.1
 DE2263;SPC GA E     - 1,119,445.60    758,615.56   sFT  0.99991202   +0 10 57.1
 DE2263;UTM  17      - 3,660,148.831   422,325.755   MT  0.99967439   -0 27 15.2
 DE2263
 DE2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2263!SPC GA E     -   0.99999407  x   0.99991202  =   0.99990609
 DE2263!UTM  17      -   0.99999407  x   0.99967439  =   0.99966846
 DE2263
 DE2263                          SUPERSEDED SURVEY CONTROL
 DE2263
 DE2263  NAD 83(1986)-  33 04 37.77942(N)    081 49 55.92236(W) AD(       ) 2
 DE2263  NAD 27      -  33 04 37.22932(N)    081 49 56.50720(W) AD(       ) 2
 DE2263  NGVD 29 (07/19/86)   68.4    (m)          224.     (f) VERT ANG       
 DE2263
 DE2263.Superseded values are not recommended for survey control.
 DE2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2263.See file dsdata.txt to determine how the superseded data were derived.
 DE2263
 DE2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2232660149(NAD 83)
 DE2263_MARKER: DD = SURVEY DISK
 DE2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2263+STABILITY: SURFACE MOTION
 DE2263
 DE2263  HISTORY     - Date     Condition        Report By
 DE2263  HISTORY     - 1980     MONUMENTED       GADT
 DE2263
 DE2263                          STATION DESCRIPTION
 DE2263
 DE2263'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2263'THE STATION IS LOCATED ABOUT 17 KM (10-1/2 MI) EAST FROM
 DE2263'WAYNESBORO, 5 KM (3 MI) WEST-NORTHWEST FROM GIRARD, AND
 DE2263'9.8 KM (6 MI) NORTH-NORTHWEST FROM SARDIS.
 DE2263'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2263'
 DE2263'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2263'NORTHWEST ALONG STATE ROUTE 23 FOR 2.6 KM (1.6 MI) TO THE
 DE2263'JUNCTION OF PAVED COUNTY ROAD 89 TO THE LEFT AND DIRT COUNTY ROAD
 DE2263'87 TO THE RIGHT.  CONTINUE GOING WESTERLY ALONG STATE ROUTE 23
 DE2263'FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 DE2263'92113 TO THE LEFT AND DIRT COUNTY ROAD 95 TO THE RIGHT.  TURN
 DE2263'LEFT GOING WESTERLY ALONG PAVED COUNTY ROAD 92113 FOR 2.5 KM
 DE2263'(1.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91 TO THE LEFT.
 DE2263'CONTINUE GOING WESTERLY ALONG COUNTY ROAD 92113 FOR 3.1 KM
 DE2263'(1.90 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 114 TO THE
 DE2263'RIGHT AND THE STATION ON THE RIGHT.
 DE2263'
 DE2263'THE STATION IS A STANDARD GADT DISK
 DE2263'STAMPED---017-233 1980 AZ MK---,
 DE2263'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2263'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2263'18.29 METERS (60.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2263'ROAD 92113,
 DE2263'13.26 METERS (43.50 FT) NORTHWEST FROM A TELEPHONE PEDESTAL ON
 DE2263'THE EAST SIDE OF COUNTY DIRT ROAD 114,
 DE2263'4.73 METERS (15.50 FT) WEST FROM THE CENTERLINE OF COUNTY DIRT
 DE2263'ROAD 114,
 DE2263'3.44 METERS (11.30 FT) SOUTHEAST FROM A POWER POLE, AND
 DE2263'0.79 METER (2.60 FT) EAST FROM A WITNESS POST.
 DE2263'
 DE2263'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2263'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4200 ***********************************************************************
 CK4200  DESIGNATION -  BV 017 234 GADT
 CK4200  PID         -  CK4200
 CK4200  STATE/COUNTY-  GA/BURKE
 CK4200  USGS QUAD   -  SARDIS (1978)
 CK4200
 CK4200                         *CURRENT SURVEY CONTROL
 CK4200  ___________________________________________________________________
 CK4200* NAD 83(1994)-  32 58 41.36236(N)    081 45 49.00280(W)     ADJUSTED  
 CK4200* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 CK4200  ___________________________________________________________________
 CK4200  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CK4200  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CK4200
 CK4200  HORZ ORDER  -  SECOND
 CK4200
 CK4200.The horizontal coordinates were established by classical geodetic methods
 CK4200.and adjusted by the National Geodetic Survey in September 1997..
 CK4200
 CK4200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4200
 CK4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4200
 CK4200.The geoid height was determined by GEOID03.
 CK4200
 CK4200;                    North         East     Units Scale Factor Converg.
 CK4200;SPC GA E     -   330,251.181   237,672.404   MT  0.99991749   +0 13 09.8
 CK4200;SPC GA E     - 1,083,499.08    779,763.55   sFT  0.99991749   +0 13 09.8
 CK4200;UTM  17      - 3,649,124.162   428,648.119   MT  0.99966277   -0 24 56.4
 CK4200
 CK4200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4200!SPC GA E     -   0.99999351  x   0.99991749  =   0.99991100
 CK4200!UTM  17      -   0.99999351  x   0.99966277  =   0.99965628
 CK4200
 CK4200|---------------------------------------------------------------------|
 CK4200| PID    Reference Object                     Distance      Geod. Az  |
 CK4200|                                                           dddmmss.s |
 CK4200| CK4198 BV 017 234 GADT AZ MK               325.010 METERS 11803     |
 CK4200| CK4199 BV 017 234 GADT RM 1                 24.887 METERS 11815     |
 CK4200| CK4197 SARDIS MUN TK                       APPROX. 0.5 KM 1242132.3 |
 CK4200|---------------------------------------------------------------------|
 CK4200
 CK4200                          SUPERSEDED SURVEY CONTROL
 CK4200
 CK4200  NAD 83(1986)-  32 58 41.36570(N)    081 45 48.99705(W) AD(       ) 2
 CK4200  NAD 27      -  32 58 40.80084(N)    081 45 49.58951(W) AD(       ) 2
 CK4200  NGVD 29 (07/19/86)   71.9    (m)          236.     (f) VERT ANG       
 CK4200
 CK4200.Superseded values are not recommended for survey control.
 CK4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4200.See file dsdata.txt to determine how the superseded data were derived.
 CK4200
 CK4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2864849124(NAD 83)
 CK4200_MARKER: DD = SURVEY DISK
 CK4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4200+STABILITY: SURFACE MOTION
 CK4200
 CK4200  HISTORY     - Date     Condition        Report By
 CK4200  HISTORY     - 1980     MONUMENTED       GADT
 CK4200
 CK4200                          STATION DESCRIPTION
 CK4200
 CK4200'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4200'THE STATION IS LOCATED 3/4 KM (1/2 MI) NORTHWEST OF SARDIS,
 CK4200'14.5 KM (9 MI) NORTHWEST OF HILLTONIA, AND 8.5 KM 5-1/4 MI)
 CK4200'SOUTH-SOUTHWEST OF GIRARD.
 CK4200'OWNERSHIP--CITY OF SARDIS RIGHT OF WAY.
 CK4200'
 CK4200'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4200'ROUTE 24 IN SARDIS, GO WEST ALONG STATE ROUTE 24 FOR 0.5 KM
 CK4200'(0.3 MI) TO THE JUNCTION OF SECOND STREET (PAVED) TO THE RIGHT.
 CK4200'TURN RIGHT AND GO NORTHEAST ALONG SECOND STREET FOR 0.05 KM
 CK4200'(0.03 MI) TO THE JUNCTION OF RAILROAD AVENUE (PAVED) CROSSING.
 CK4200'TURN LEFT AND GO WEST ALONG RAILROAD AVENUE FOR 0.1 KM (0.05 MI)
 CK4200'TO THE STATION ON THE RIGHT AT A CHAIN LINK FENCE AROUND THE
 CK4200'COUSINS ELEMENTARY SCHOOL PLAYGROUND.
 CK4200'
 CK4200'THE STATION IS A STANDARD GADT DISK
 CK4200'STAMPED---017-234 1980---,
 CK4200'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4200'FLUSH WITH GROUND.  IT IS LOCATED
 CK4200'7.32 METERS (24.00 FT) NORTHEAST FROM THE CENTERLINE OF RAILROAD
 CK4200'AVENUE (PAVED),
 CK4200'25.76 METERS (84.50 FT) SOUTHEAST FROM A POWER POLE,
 CK4200'49.07 METERS (161.0 FT) NORTHWEST FROM ANOTHER POWER POLE, AND
 CK4200'0.70 METER (2.30 FT) SOUTHWEST FROM A WITNESS POST SET AT THE
 CK4200'CHAIN LINK FENCE.
 CK4200'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4200'STAMPED---017-234 1980---,
 CK4200'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4200'
 CK4200'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4200'STAMPED---017-234 1980 RM 1---,
 CK4200'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4200'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4200'6.71 METERS (22.00 FT) NORTHEAST FROM THE CENTERLINE OF RAILROAD
 CK4200'AVENUE (PAVED),
 CK4200'33.83 METERS (111.0 FT) NORTH-NORTHWEST FROM THE POINT OF
 CK4200'INTERSECTION OF THE CENTERLINES OF RAILROAD AVENUE AND SECOND
 CK4200'STREET,
 CK4200'24.17 METERS (79.30 FT) NORTHWEST FROM A POWER POLE, AND
 CK4200'1.34 METERS (4.40 FT) SOUTHWEST FROM THE WITNESS POST SET AT THE
 CK4200'CHAIN LINK FENCE.
 CK4200'MARK IS LEVEL WITH STATION.
 CK4200'
 CK4200'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4200'STAMPED---017-234 1980 AZ MK---,
 CK4200'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4200'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4200'6.25 METERS (20.50 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK4200'RAILROAD AVENUE (PAVED),
 CK4200'13.01 METERS (42.70 FT) SOUTHWEST FROM A POWER POLE TO THE NORTH
 CK4200'SIDE OF RAILROAD AVENUE,
 CK4200'1.83 METERS (6.00 FT) WEST FROM A BRACE POLE, AND
 CK4200'0.88 METER (2.90 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK4200'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG RAILROAD
 CK4200'AVENUE (PAVED) FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF SECOND
 CK4200'STREET (PAVED) CROSSING.  CONTINUE EAST ALONG RAILROAD AVENUE
 CK4200'FOR 0.25 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT NEAR A
 CK4200'BRACE POLE.
 CK4200'
 CK4200'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4200'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4200'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4198 ***********************************************************************
 CK4198  DESIGNATION -  BV 017 234 GADT AZ MK
 CK4198  PID         -  CK4198
 CK4198  STATE/COUNTY-  GA/BURKE
 CK4198  USGS QUAD   -  SARDIS (1978)
 CK4198
 CK4198                         *CURRENT SURVEY CONTROL
 CK4198  ___________________________________________________________________
 CK4198* NAD 83(1994)-  32 58 36.40105(N)    081 45 37.95637(W)     ADJUSTED  
 CK4198* NAVD 88     -        72.9    (meters)     239.     (feet)  VERTCON   
 CK4198  ___________________________________________________________________
 CK4198  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CK4198  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 CK4198
 CK4198  HORZ ORDER  -  SECOND
 CK4198
 CK4198.The horizontal coordinates were established by classical geodetic methods
 CK4198.and adjusted by the National Geodetic Survey in September 1997..
 CK4198
 CK4198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4198
 CK4198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4198
 CK4198.The geoid height was determined by GEOID03.
 CK4198
 CK4198;                    North         East     Units Scale Factor Converg.
 CK4198;SPC GA E     -   330,099.455   237,959.795   MT  0.99991776   +0 13 15.8
 CK4198;SPC GA E     - 1,083,001.30    780,706.43   sFT  0.99991776   +0 13 15.8
 CK4198;UTM  17      - 3,648,969.300   428,933.738   MT  0.99966227   -0 24 50.3
 CK4198
 CK4198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4198!SPC GA E     -   0.99999332  x   0.99991776  =   0.99991108
 CK4198!UTM  17      -   0.99999332  x   0.99966227  =   0.99965559
 CK4198
 CK4198                          SUPERSEDED SURVEY CONTROL
 CK4198
 CK4198  NAD 83(1986)-  32 58 36.40438(N)    081 45 37.95061(W) AD(       ) 2
 CK4198  NAD 27      -  32 58 35.83945(N)    081 45 38.54335(W) AD(       ) 2
 CK4198  NGVD 29 (07/19/86)   73.1    (m)          240.     (f) VERT ANG       
 CK4198
 CK4198.Superseded values are not recommended for survey control.
 CK4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4198.See file dsdata.txt to determine how the superseded data were derived.
 CK4198
 CK4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2893448969(NAD 83)
 CK4198_MARKER: DD = SURVEY DISK
 CK4198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4198+STABILITY: SURFACE MOTION
 CK4198
 CK4198  HISTORY     - Date     Condition        Report By
 CK4198  HISTORY     - 1980     MONUMENTED       GADT
 CK4198
 CK4198                          STATION DESCRIPTION
 CK4198
 CK4198'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4198'THE STATION IS LOCATED ABOUT 1/2 KM (1/4 MI) NORTHWEST OF SARDIS,
 CK4198'14 KM (8-3/4 MI) NORTHWEST OF HILLTONIA, AND 8.5 KM (5-1/4 MI)
 CK4198'SOUTH-SOUTHWEST OF GIRARD.
 CK4198'OWNERSHIP--CITY OF SARDIS RIGHT OF WAY.
 CK4198'
 CK4198'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 CK4198'STATE ROUTE 24 IN SARDIS, GO WEST ALONG STATE ROUTE 24 FOR 0.5 KM
 CK4198'(0.3 MI) TO THE JUNCTION OF SECOND STREET (PAVED) TO THE
 CK4198'RIGHT.  TURN RIGHT AND GO NORTHEAST ALONG SECOND STREET FOR 0.05
 CK4198'KM (0.03 MI) TO THE JUNCTION OF RAILROAD AVENUE (PAVED) CROSSING.
 CK4198'TURN RIGHT GOING EAST ALONG RAILROAD AVENUE FOR 0.25 KM (0.15 MI)
 CK4198'TO THE STATION ON THE RIGHT.
 CK4198'
 CK4198'THE STATION IS A STANDARD GADT DISK
 CK4198'STAMPED---017-234 1980 AZ MK---,
 CK4198'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4198'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4198'6.25 METERS (20.50 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK4198'RAILROAD AVENUE (PAVED),
 CK4198'13.01 METERS (42.70 FT) SOUTHWEST FROM A POWER POLE TO THE NORTH
 CK4198'SIDE OF RAILROAD AVENUE,
 CK4198'1.83 METERS (6.00 FT) WEST FROM A BRACE POLE, AND
 CK4198'0.88 METER (2.90 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK4198'
 CK4198'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4198'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2232 ***********************************************************************
 DE2232  DESIGNATION -  BV 017 235 GADT
 DE2232  PID         -  DE2232
 DE2232  STATE/COUNTY-  GA/BURKE
 DE2232  USGS QUAD   -  GIRARD (1989)
 DE2232
 DE2232                         *CURRENT SURVEY CONTROL
 DE2232  ___________________________________________________________________
 DE2232* NAD 83(1994)-  33 04 37.67722(N)    081 40 52.19302(W)     ADJUSTED  
 DE2232* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 DE2232  ___________________________________________________________________
 DE2232  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DE2232  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DE2232
 DE2232  HORZ ORDER  -  SECOND
 DE2232
 DE2232.The horizontal coordinates were established by classical geodetic methods
 DE2232.and adjusted by the National Geodetic Survey in September 1997..
 DE2232
 DE2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2232
 DE2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2232
 DE2232.The geoid height was determined by GEOID03.
 DE2232
 DE2232;                    North         East     Units Scale Factor Converg.
 DE2232;SPC GA E     -   341,259.738   245,327.885   MT  0.99992532   +0 15 53.9
 DE2232;SPC GA E     - 1,119,616.32    804,879.90   sFT  0.99992532   +0 15 53.9
 DE2232;UTM  17      - 3,660,044.181   436,423.244   MT  0.99964984   -0 22 18.4
 DE2232
 DE2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2232!SPC GA E     -   0.99999235  x   0.99992532  =   0.99991767
 DE2232!UTM  17      -   0.99999235  x   0.99964984  =   0.99964219
 DE2232
 DE2232|---------------------------------------------------------------------|
 DE2232| PID    Reference Object                     Distance      Geod. Az  |
 DE2232|                                                           dddmmss.s |
 DE2232| DE2233 BV 017 235 GADT RM 1                 22.293 METERS 21327     |
 DE2232| DE2234 BV 017 235 GADT AZ MK               APPROX. 0.5 KM 2134638.1 |
 DE2232|---------------------------------------------------------------------|
 DE2232
 DE2232                          SUPERSEDED SURVEY CONTROL
 DE2232
 DE2232  NAD 83(1986)-  33 04 37.68058(N)    081 40 52.18570(W) AD(       ) 2
 DE2232  NAD 27      -  33 04 37.12892(N)    081 40 52.78616(W) AD(       ) 2
 DE2232  NGVD 29 (07/19/86)   79.5    (m)          261.     (f) VERT ANG       
 DE2232
 DE2232.Superseded values are not recommended for survey control.
 DE2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2232.See file dsdata.txt to determine how the superseded data were derived.
 DE2232
 DE2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3642360044(NAD 83)
 DE2232_MARKER: DD = SURVEY DISK
 DE2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2232+STABILITY: SURFACE MOTION
 DE2232
 DE2232  HISTORY     - Date     Condition        Report By
 DE2232  HISTORY     - 1980     MONUMENTED       GADT
 DE2232
 DE2232                          STATION DESCRIPTION
 DE2232
 DE2232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2232'THE STATION IS LOCATED ABOUT 31.5 KM (19-1/2 MI) EAST OF
 DE2232'WAYNESBORO, 4.8 KM (3 MI) NORTHEAST OF GIRARD, AND 13.2 KM
 DE2232'(8-1/4 MI) NORTHEAST OF SARDIS.
 DE2232'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2232'
 DE2232'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2232'NORTHWEST ALONG STATE ROUTE 23 FOR 0.25 KM (0.15 MI) TO THE
 DE2232'JUNCTION OF PAVED COUNTY ROAD 79 (BRIGHAMS LANDING ROAD) TO THE
 DE2232'RIGHT.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 79 FOR 1.7 KM
 DE2232'(1.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 83 TO THE LEFT.
 DE2232'CONTINUE NORTHEAST ALONG COUNTY ROAD 79 FOR 2.8 KM (1.75 MI)
 DE2232'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ALONG
 DE2232'COUNTY ROAD 79 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 DE2232'
 DE2232'THE STATION IS A STANDARD GADT DISK
 DE2232'STAMPED---017-235 1980---,
 DE2232'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2232'FLUSH WITH GROUND.  IT IS LOCATED
 DE2232'13.71 METERS (45.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DE2232'COUNTY PAVED ROAD 79 (BRIGHAMS LANDING ROAD),
 DE2232'40.45 METERS (132.7 FT) SOUTH-SOUTHEAST FROM THE TOP CENTER OF AN
 DE2232'UNDERGROUND TELEPHONE CABLE PEDESTAL TO THE WEST SIDE OF THE ROAD,
 DE2232'39.02 METERS (128.0 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2232'ROAD 79 AT THE END OF PAVEMENT, AND
 DE2232'0.98 METER (3.2 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DE2232'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2232'STAMPED---017-235 1980---,
 DE2232'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2232'
 DE2232'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2232'STAMPED---017-235 1980 RM 1---,
 DE2232'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2232'FLUSH WITH GROUND.  IT IS LOCATED
 DE2232'12.19 METERS (40.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DE2232'COUNTY PAVED ROAD 79 (BRIGHAMS LANDING ROAD),
 DE2232'56.58 METERS (185.7 FT) SOUTH FROM THE TOP CENTER OF THE
 DE2232'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST SIDE OF THE ROAD,
 DE2232'60.00 METERS (196.9 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DE2232'COUNTY PAVED ROAD 79 AT THE END OF PAVEMENT, AND
 DE2232'2.10 METERS (06.90 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DE2232'MARK IS LEVEL WITH STATION.
 DE2232'
 DE2232'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2232'STAMPED---017-235 1980 AZ MK---,
 DE2232'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2232'FLUSH WITH GROUND.  IT IS LOCATED
 DE2232'16.31 METERS (53.50 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2232'PAVED ROAD 79 (BRIGHAMS LANDING ROAD),
 DE2232'8.41 METERS (27.60 FT) NORTHEAST FROM A 10 INCH CHINABERRY TREE,
 DE2232'AND
 DE2232'0.79 METER (2.6 FT) NORTHWEST FROM A WITNESS POST.
 DE2232'
 DE2232'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2232'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2232'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2234 ***********************************************************************
 DE2234  DESIGNATION -  BV 017 235 GADT AZ MK
 DE2234  PID         -  DE2234
 DE2234  STATE/COUNTY-  GA/BURKE
 DE2234  USGS QUAD   -  GIRARD (1989)
 DE2234
 DE2234                         *CURRENT SURVEY CONTROL
 DE2234  ___________________________________________________________________
 DE2234* NAD 83(1994)-  33 04 24.17028(N)    081 41 02.92334(W)     ADJUSTED  
 DE2234* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 DE2234  ___________________________________________________________________
 DE2234  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DE2234  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DE2234
 DE2234  HORZ ORDER  -  SECOND
 DE2234
 DE2234.The horizontal coordinates were established by classical geodetic methods
 DE2234.and adjusted by the National Geodetic Survey in September 1997..
 DE2234
 DE2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2234
 DE2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2234
 DE2234.The geoid height was determined by GEOID03.
 DE2234
 DE2234;                    North         East     Units Scale Factor Converg.
 DE2234;SPC GA E     -   340,842.380   245,051.513   MT  0.99992502   +0 15 48.0
 DE2234;SPC GA E     - 1,118,247.04    803,973.17   sFT  0.99992502   +0 15 48.0
 DE2234;UTM  17      - 3,659,630.034   436,142.328   MT  0.99965028   -0 22 24.1
 DE2234
 DE2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2234!SPC GA E     -   0.99999336  x   0.99992502  =   0.99991839
 DE2234!UTM  17      -   0.99999336  x   0.99965028  =   0.99964365
 DE2234
 DE2234                          SUPERSEDED SURVEY CONTROL
 DE2234
 DE2234  NAD 83(1986)-  33 04 24.17366(N)    081 41 02.91603(W) AD(       ) 2
 DE2234  NAD 27      -  33 04 23.62166(N)    081 41 03.51621(W) AD(       ) 2
 DE2234  NGVD 29 (07/19/86)   73.0    (m)          240.     (f) VERT ANG       
 DE2234
 DE2234.Superseded values are not recommended for survey control.
 DE2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2234.See file dsdata.txt to determine how the superseded data were derived.
 DE2234
 DE2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3614259630(NAD 83)
 DE2234_MARKER: DD = SURVEY DISK
 DE2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2234+STABILITY: SURFACE MOTION
 DE2234
 DE2234  HISTORY     - Date     Condition        Report By
 DE2234  HISTORY     - 1980     MONUMENTED       GADT
 DE2234
 DE2234                          STATION DESCRIPTION
 DE2234
 DE2234'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2234'THE STATION IS LOCATED ABOUT 31 KM (19-1/4 MI) EAST OF WAYNESBORO,
 DE2234'4.5 KM (2-3/4 MI) NORTHEAST OF GIRARD, AND 13 KM (8 MI)
 DE2234'NORTHEAST OF SARDIS.
 DE2234'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2234'
 DE2234'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2234'NORTHWEST ALONG STATE ROUTE 23 FOR 0.25 KM (0.15 MI) TO THE
 DE2234'JUNCTION OF PAVED COUNTY ROAD 79 (BRIGHAMS LANDING ROAD) TO THE
 DE2234'RIGHT.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 79 FOR 1.7 KM
 DE2234'(1.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 83 TO THE LEFT.
 DE2234'CONTINUE NORTHEAST ALONG COUNTY ROAD 79 FOR 2.8 KM (1.75 MI) TO
 DE2234'THE STATION ON THE RIGHT.
 DE2234'
 DE2234'THE STATION IS A STANDARD GADT DISK
 DE2234'STAMPED---017-235 1980 AZ MK---,
 DE2234'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2234'FLUSH WITH GROUND.  IT IS LOCATED
 DE2234'16.31 METERS (53.50 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DE2234'PAVED ROAD 79 (BRIGHAMS LANDING ROAD),
 DE2234'8.41 METERS (27.60 FT) NORTHEAST FROM A 10 INCH CHINABERRY
 DE2234'TREE, AND
 DE2234'0.79 METER (2.6 FT) NORTHWEST FROM A WITNESS POST.
 DE2234'
 DE2234'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2234'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2257 ***********************************************************************
 DE2257  DESIGNATION -  BV 017 236 GADT
 DE2257  PID         -  DE2257
 DE2257  STATE/COUNTY-  GA/BURKE
 DE2257  USGS QUAD   -  ALEXANDER (1989)
 DE2257
 DE2257                         *CURRENT SURVEY CONTROL
 DE2257  ___________________________________________________________________
 DE2257* NAD 83(1994)-  33 01 14.14213(N)    081 49 34.42144(W)     ADJUSTED  
 DE2257* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 DE2257  ___________________________________________________________________
 DE2257  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DE2257  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DE2257
 DE2257  HORZ ORDER  -  SECOND
 DE2257
 DE2257.The horizontal coordinates were established by classical geodetic methods
 DE2257.and adjusted by the National Geodetic Survey in September 1997..
 DE2257
 DE2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2257
 DE2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2257
 DE2257.The geoid height was determined by GEOID03.
 DE2257
 DE2257;                    North         East     Units Scale Factor Converg.
 DE2257;SPC GA E     -   334,936.729   231,804.573   MT  0.99991247   +0 11 07.9
 DE2257;SPC GA E     - 1,098,871.59    760,512.17   sFT  0.99991247   +0 11 07.9
 DE2257;UTM  17      - 3,653,873.323   422,834.048   MT  0.99967342   -0 27 01.0
 DE2257
 DE2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2257!SPC GA E     -   0.99999148  x   0.99991247  =   0.99990395
 DE2257!UTM  17      -   0.99999148  x   0.99967342  =   0.99966490
 DE2257
 DE2257:                Primary Azimuth Mark                     Grid Az
 DE2257:SPC GA E     -  SARDIS                                   159 46 53.0
 DE2257:UTM  17      -  SARDIS                                   160 25 01.9
 DE2257
 DE2257|---------------------------------------------------------------------|
 DE2257| PID    Reference Object                     Distance      Geod. Az  |
 DE2257|                                                           dddmmss.s |
 DE2257| CK4204 SARDIS                              APPROX. 4.5 KM 1595800.9 |
 DE2257| DE2256 BV 017 236 GADT RM 2                193.052 METERS 17917     |
 DE2257| DE2258 BV 017 236 GADT RM 1                 23.012 METERS 18046     |
 DE2257|---------------------------------------------------------------------|
 DE2257
 DE2257                          SUPERSEDED SURVEY CONTROL
 DE2257
 DE2257  NAD 83(1986)-  33 01 14.14546(N)    081 49 34.41554(W) AD(       ) 2
 DE2257  NAD 27      -  33 01 13.58389(N)    081 49 35.00188(W) AD(       ) 2
 DE2257  NGVD 29 (07/19/86)   84.8    (m)          278.     (f) VERT ANG       
 DE2257
 DE2257.Superseded values are not recommended for survey control.
 DE2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2257.See file dsdata.txt to determine how the superseded data were derived.
 DE2257
 DE2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2283453873(NAD 83)
 DE2257_MARKER: DD = SURVEY DISK
 DE2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2257+STABILITY: SURFACE MOTION
 DE2257
 DE2257  HISTORY     - Date     Condition        Report By
 DE2257  HISTORY     - 1980     MONUMENTED       GADT
 DE2257
 DE2257                          STATION DESCRIPTION
 DE2257
 DE2257'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2257'THE STATION IS LOCATED ABOUT 19.2 KM (12 MI) EAST-SOUTHEAST OF
 DE2257'WAYNESBORO, 8 KM (5 MI) NORTHWEST OF SARDIS, AND 10.8 KM
 DE2257'(6-3/4 MI) WEST-SOUTHWEST OF GIRARD.
 DE2257'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2257'
 DE2257'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 DE2257'STATE ROUTE 24 IN SARDIS, GO NORTHWEST ALONG STATE ROUTE 24 FOR
 DE2257'5.5 KM (3.4 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 136 TO THE
 DE2257'RIGHT.  CONTINUE NORTHWEST ALONG STATE ROUTE 24 FOR 1.9 KM
 DE2257'(1.2 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 135 CROSSING.  TURN
 DE2257'RIGHT AND GO NORTH ALONG COUNTY DIRT ROAD 135 FOR 1.8 KM (1.1 MI)
 DE2257'TO THE JUNCTION OF COUNTY DIRT ROAD 134 CROSSING.  CONTINUE
 DE2257'NORTH ALONG COUNTY ROAD 135 FOR APPROXIMATELY 15.25 METERS (50 FT)
 DE2257'TO THE REFERENCE MARK 2 ON THE LEFT.  CONTINUE NORTH ALONG COUNTY
 DE2257'ROAD 135 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 DE2257'
 DE2257'THE STATION IS A STANDARD GADT DISK
 DE2257'STAMPED---017-236 1980---,
 DE2257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2257'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2257'5.79 METERS (19.00 FT) EAST FROM THE CENTERLINE OF COUNTY DIRT
 DE2257'ROAD 135,
 DE2257'6.71 METERS (22.00 FT) NORTH FROM THE CENTER OF A DIRT DRIVEWAY
 DE2257'TO THE EAST OF THE ROAD,
 DE2257'9.14 METERS (30.00 FT) NORTHEAST FROM THE POINT OF INTERSECTION
 DE2257'OF THE CENTERLINES OF COUNTY ROAD 135 AND THE DIRT DRIVEWAY,
 DE2257'13.14 METERS (43.10 FT) EAST-NORTHEAST FROM A POWER POLE ON THE
 DE2257'WEST SIDE OF THE ROAD, AND
 DE2257'1.16 METERS (3.80 FT) EAST FROM A WITNESS POST
 DE2257'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2257'STAMPED---017-236 1980---,
 DE2257'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2257'
 DE2257'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2257'STAMPED---017-236 1980 RM 1---,
 DE2257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2257'FLUSH WITH GROUND.  IT IS LOCATED
 DE2257'4.27 METERS (14.00 FT) EAST FROM THE CENTERLINE OF COUNTY DIRT
 DE2257'ROAD 135,
 DE2257'20.21 METERS (66.30 FT) SOUTH-SOUTHEAST FROM THE POWER POLE,
 DE2257'16.77 METERS (55.00 FT) SOUTH FROM THE POINT OF INTERSECTION OF
 DE2257'THE CENTERLINES OF COUNTY ROAD 135 AND THE DIRT DRIVEWAY, AND
 DE2257'1.71 METERS (5.60 FT) WEST FROM A WITNESS POST.
 DE2257'MARK IS LEVEL WITH STATION.
 DE2257'
 DE2257'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DE2257'STAMPED---017-236 1980 RM 2---,
 DE2257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2257'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2257'5.79 METERS (19.00 FT) WEST FROM THE CENTERLINE OF COUNTY DIRT
 DE2257'ROAD 135,
 DE2257'1.83 METERS (6.00 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DE2257'15.45 METERS (50.70 FT) EAST FROM A UTILITY POLE WITH A LIGHT
 DE2257'ATTACHED , AND
 DE2257'0.86 METER (2.8 FT) EAST FROM A WITNESS POST.
 DE2257'MARK IS 0.3 METER BELOW THE STATION.
 DE2257'
 DE2257'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2257'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2257'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2236 ***********************************************************************
 DE2236  DESIGNATION -  BV 017 237 GADT
 DE2236  PID         -  DE2236
 DE2236  STATE/COUNTY-  GA/BURKE
 DE2236  USGS QUAD   -  GIRARD (1989)
 DE2236
 DE2236                         *CURRENT SURVEY CONTROL
 DE2236  ___________________________________________________________________
 DE2236* NAD 83(1994)-  33 01 12.42466(N)    081 42 07.13352(W)     ADJUSTED  
 DE2236* NAVD 88     -        66.0    (meters)     217.     (feet)  VERTCON   
 DE2236  ___________________________________________________________________
 DE2236  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DE2236  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 DE2236
 DE2236  HORZ ORDER  -  SECOND
 DE2236
 DE2236.The horizontal coordinates were established by classical geodetic methods
 DE2236.and adjusted by the National Geodetic Survey in September 1997..
 DE2236
 DE2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2236
 DE2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2236
 DE2236.The geoid height was determined by GEOID03.
 DE2236
 DE2236;                    North         East     Units Scale Factor Converg.
 DE2236;SPC GA E     -   334,928.267   243,412.315   MT  0.99992323   +0 15 11.6
 DE2236;SPC GA E     - 1,098,843.82    798,595.24   sFT  0.99992323   +0 15 11.6
 DE2236;UTM  17      - 3,653,736.094   434,438.025   MT  0.99965300   -0 22 57.2
 DE2236
 DE2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2236!SPC GA E     -   0.99999442  x   0.99992323  =   0.99991765
 DE2236!UTM  17      -   0.99999442  x   0.99965300  =   0.99964742
 DE2236
 DE2236|---------------------------------------------------------------------|
 DE2236| PID    Reference Object                     Distance      Geod. Az  |
 DE2236|                                                           dddmmss.s |
 DE2236| DE2235 BV 017 237 GADT RM 1                 12.567 METERS 16045     |
 DE2236| DE2237 BV 017 237 GADT AZ MK               APPROX. 0.9 KM 3405639.1 |
 DE2236|---------------------------------------------------------------------|
 DE2236
 DE2236                          SUPERSEDED SURVEY CONTROL
 DE2236
 DE2236  NAD 83(1986)-  33 01 12.42819(N)    081 42 07.12648(W) AD(       ) 2
 DE2236  NAD 27      -  33 01 11.87127(N)    081 42 07.72505(W) AD(       ) 2
 DE2236  NGVD 29 (07/19/86)   66.2    (m)          217.     (f) VERT ANG       
 DE2236
 DE2236.Superseded values are not recommended for survey control.
 DE2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2236.See file dsdata.txt to determine how the superseded data were derived.
 DE2236
 DE2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3443853736(NAD 83)
 DE2236_MARKER: DD = SURVEY DISK
 DE2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2236+STABILITY: SURFACE MOTION
 DE2236
 DE2236  HISTORY     - Date     Condition        Report By
 DE2236  HISTORY     - 1980     MONUMENTED       GADT
 DE2236
 DE2236                          STATION DESCRIPTION
 DE2236
 DE2236'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2236'THE STATION IS LOCATED ABOUT 30.2 KM (18-3/4 MI) EAST-SOUTHEAST
 DE2236'OF WAYNESBORO, 2.5 KM (1-1/2 MI) SOUTH-SOUTHEAST OF GIRARD,
 DE2236'AND 7.2 KM (4-1/2 MI) NORTHEAST OF SARDIS.
 DE2236'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2236'
 DE2236'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23, PAVED
 DE2236'COUNTY ROAD 90716, AND PAVED COUNTY ROAD 91321 IN GIRARD, GO
 DE2236'SOUTHEAST ALONG COUNTY ROAD 90716 FOR 1.6 KM (1.0 MI) TO THE
 DE2236'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ALONG COUNTY ROAD
 DE2236'90716 FOR 0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT AND A
 DE2236'FIELD ROAD TO THE RIGHT.
 DE2236'
 DE2236'THE STATION IS A STANDARD GADT DISK
 DE2236'STAMPED---017-237 1980---,
 DE2236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2236'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2236'15.85 METERS (52.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2236'COUNTY PAVED ROAD 90716,
 DE2236'1.71 METERS (5.60 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DE2236'5.79 METERS (19.00 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT
 DE2236'TRACK ROAD,
 DE2236'8.08 METERS (26.50 FT) EAST FROM THE SOUTH END OF A 12 INCH
 DE2236'CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE EAST, AND
 DE2236'0.91 METER (3.0 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2236'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2236'STAMPED---017-237 1980---,
 DE2236'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2236'
 DE2236'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2236'STAMPED---017-237 1980 RM 1---,
 DE2236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2236'FLUSH WITH GROUND.  IT IS LOCATED
 DE2236'15.24 METERS (50.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2236'COUNTY PAVED ROAD 90716,
 DE2236'13.26 METERS (43.50 FT) NORTH-NORTHWEST FROM THE POWER POLE TO
 DE2236'THE SOUTH OF THE TRACK ROAD,
 DE2236'6.40 METERS (21.00 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 DE2236'TRACK ROAD, AND
 DE2236'0.82 METER (2.70 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2236'MARK IS LEVEL WITH STATION.
 DE2236'
 DE2236'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2236'STAMPED---017-237 1980 AZ MK---,
 DE2236'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2236'FLUSH WITH GROUND.  IT IS LOCATED
 DE2236'7.77 METERS (25.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2236'COUNTY PAVED ROAD 90716,
 DE2236'3.63 METERS (11.90 FT) NORTH FROM A POWER POLE,
 DE2236'12.56 METERS (41.20 FT) SOUTH-SOUTHEAST FROM AN 18 INCH PINE TREE,
 DE2236'AND
 DE2236'0.82 METER (2.70 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2236'
 DE2236'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2236'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2236'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2237 ***********************************************************************
 DE2237  DESIGNATION -  BV 017 237 GADT AZ MK
 DE2237  PID         -  DE2237
 DE2237  STATE/COUNTY-  GA/BURKE
 DE2237  USGS QUAD   -  GIRARD (1989)
 DE2237
 DE2237                         *CURRENT SURVEY CONTROL
 DE2237  ___________________________________________________________________
 DE2237* NAD 83(1994)-  33 01 39.97363(N)    081 42 18.43003(W)     ADJUSTED  
 DE2237* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 DE2237  ___________________________________________________________________
 DE2237  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DE2237  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 DE2237
 DE2237  HORZ ORDER  -  SECOND
 DE2237
 DE2237.The horizontal coordinates were established by classical geodetic methods
 DE2237.and adjusted by the National Geodetic Survey in September 1997..
 DE2237
 DE2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2237
 DE2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2237
 DE2237.The geoid height was determined by GEOID03.
 DE2237
 DE2237;                    North         East     Units Scale Factor Converg.
 DE2237;SPC GA E     -   335,775.601   243,115.432   MT  0.99992291   +0 15 05.6
 DE2237;SPC GA E     - 1,101,623.78    797,621.21   sFT  0.99992291   +0 15 05.6
 DE2237;UTM  17      - 3,654,586.441   434,150.641   MT  0.99965346   -0 23 03.6
 DE2237
 DE2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2237!SPC GA E     -   0.99999354  x   0.99992291  =   0.99991645
 DE2237!UTM  17      -   0.99999354  x   0.99965346  =   0.99964700
 DE2237
 DE2237                          SUPERSEDED SURVEY CONTROL
 DE2237
 DE2237  NAD 83(1986)-  33 01 39.97715(N)    081 42 18.42294(W) AD(       ) 2
 DE2237  NAD 27      -  33 01 39.42095(N)    081 42 19.02116(W) AD(       ) 2
 DE2237  NGVD 29 (07/19/86)   71.8    (m)          236.     (f) VERT ANG       
 DE2237
 DE2237.Superseded values are not recommended for survey control.
 DE2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2237.See file dsdata.txt to determine how the superseded data were derived.
 DE2237
 DE2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3415154586(NAD 83)
 DE2237_MARKER: DD = SURVEY DISK
 DE2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2237+STABILITY: SURFACE MOTION
 DE2237
 DE2237  HISTORY     - Date     Condition        Report By
 DE2237  HISTORY     - 1980     MONUMENTED       GADT
 DE2237
 DE2237                          STATION DESCRIPTION
 DE2237
 DE2237'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2237'THE STATION IS LOCATED ABOUT 30.2 KM (18-3/4 MI) EAST-SOUTHEAST
 DE2237'OF WAYNESBORO, 1.5 KM (1 MI) SOUTH-SOUTHEAST OF GIRARD, AND
 DE2237'7.8 KM (4-3/4 MI) NORTHEAST OF SARDIS.
 DE2237'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 DE2237'
 DE2237'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23, PAVED
 DE2237'COUNTY ROAD 90716, AND PAVED COUNTY ROAD 91321 IN GIRARD, GO
 DE2237'SOUTHEAST ALONG COUNTY ROAD 90716 FOR 1.6 KM (1 MI) TO THE
 DE2237'STATION ON THE LEFT.
 DE2237'
 DE2237'THE STATION IS A STANDARD GADT DISK
 DE2237'STAMPED---017-237 1980 AZ MK---,
 DE2237'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2237'FLUSH WITH GROUND.  IT IS LOCATED
 DE2237'7.77 METERS (25.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2237'COUNTY PAVED ROAD 90716,
 DE2237'3.63 METERS (11.90 FT) NORTH FROM A POWER POLE,
 DE2237'12.56 METERS (41.20 FT) SOUTH-SOUTHEAST FROM AN 18 INCH PINE TREE,
 DE2237'AND
 DE2237'0.82 METER (2.70 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2237'
 DE2237'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2237'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4144 ***********************************************************************
 CK4144  DESIGNATION -  BV 017 238 GADT
 CK4144  PID         -  CK4144
 CK4144  STATE/COUNTY-  GA/BURKE
 CK4144  USGS QUAD   -  HILLTONIA (1978)
 CK4144
 CK4144                         *CURRENT SURVEY CONTROL
 CK4144  ___________________________________________________________________
 CK4144* NAD 83(1994)-  32 59 56.81296(N)    081 39 33.17191(W)     ADJUSTED  
 CK4144* NAVD 88     -        64.2    (meters)     211.     (feet)  VERTCON   
 CK4144  ___________________________________________________________________
 CK4144  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CK4144  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CK4144
 CK4144  HORZ ORDER  -  SECOND
 CK4144
 CK4144.The horizontal coordinates were established by classical geodetic methods
 CK4144.and adjusted by the National Geodetic Survey in September 1997..
 CK4144
 CK4144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4144
 CK4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4144
 CK4144.The geoid height was determined by GEOID03.
 CK4144
 CK4144;                    North         East     Units Scale Factor Converg.
 CK4144;SPC GA E     -   332,617.576   247,419.029   MT  0.99992772   +0 16 35.0
 CK4144;SPC GA E     - 1,091,262.83    811,740.60   sFT  0.99992772   +0 16 35.0
 CK4144;UTM  17      - 3,651,381.748   438,417.763   MT  0.99964676   -0 21 32.5
 CK4144
 CK4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4144!SPC GA E     -   0.99999470  x   0.99992772  =   0.99992242
 CK4144!UTM  17      -   0.99999470  x   0.99964676  =   0.99964146
 CK4144
 CK4144:                Primary Azimuth Mark                     Grid Az
 CK4144:SPC GA E     -  BV 017 238 GADT AZ MK                    232 32 54.6
 CK4144:UTM  17      -  BV 017 238 GADT AZ MK                    233 11 02.1
 CK4144
 CK4144|---------------------------------------------------------------------|
 CK4144| PID    Reference Object                     Distance      Geod. Az  |
 CK4144|                                                           dddmmss.s |
 CK4144| CK4146 BV 017 238 GADT AZ MK               APPROX. 0.6 KM 2324929.6 |
 CK4144| CK4145 BV 017 238 GADT RM 1                 19.641 METERS 32810     |
 CK4144|---------------------------------------------------------------------|
 CK4144
 CK4144                          SUPERSEDED SURVEY CONTROL
 CK4144
 CK4144  NAD 83(1986)-  32 59 56.81637(N)    081 39 33.16504(W) AD(       ) 2
 CK4144  NAD 27      -  32 59 56.25734(N)    081 39 33.76808(W) AD(       ) 2
 CK4144  NGVD 29 (07/19/86)   64.4    (m)          211.     (f) VERT ANG       
 CK4144
 CK4144.Superseded values are not recommended for survey control.
 CK4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4144.See file dsdata.txt to determine how the superseded data were derived.
 CK4144
 CK4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3841851382(NAD 83)
 CK4144_MARKER: DD = SURVEY DISK
 CK4144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4144+STABILITY: SURFACE MOTION
 CK4144
 CK4144  HISTORY     - Date     Condition        Report By
 CK4144  HISTORY     - 1980     MONUMENTED       GADT
 CK4144
 CK4144                          STATION DESCRIPTION
 CK4144
 CK4144'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4144'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/4 MI) SOUTHEAST OF
 CK4144'GIRARD, 9.8 KM (6 MI) NORTHEAST OF SARDIS, AND 13 KM (8 MI)
 CK4144'NORTH OF HILLTONIA.
 CK4144'OWNERSHIP--MRS. S.E. DIXON.
 CK4144'
 CK4144'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23, PAVED
 CK4144'COUNTY ROAD 90716 (450), AND PAVED COUNTY ROAD 91321 (453) IN
 CK4144'GIRARD, GO SOUTHEAST ALONG PAVED COUNTY ROAD 90716 (450) FOR 2.65
 CK4144'KM (1.65 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 142 (ELLISON
 CK4144'BRIDGE ROAD) FORKING TO THE RIGHT.  CONTINUE SOUTHEAST ALONG
 CK4144'COUNTY ROAD 90716 FOR 4.45 KM (2.75 MI) TO THE JUNCTION OF PAVED
 CK4144'COUNTY ROAD 74 TO THE LEFT.  TURN LEFT GOING NORTHEAST ALONG
 CK4144'COUNTY ROAD 74 FOR O.1 KM (0.05 MI) TO THE AZIMUTH MARK ON THE
 CK4144'RIGHT NEAR ST. PAUL CHURCH.  CONTINUE NORTHEAST ALONG COUNTY
 CK4144'ROAD 74 FOR 0.55 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 CK4144'
 CK4144'THE STATION IS A STANDARD GADT DISK
 CK4144'STAMPED---017-238 1980---,
 CK4144'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4144'FLUSH WITH GROUND.  IT IS LOCATED
 CK4144'32.92 METERS (108.0 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 CK4144'PAVED ROAD 74,
 CK4144'18.41 METERS (60.40 FT) SOUTH FROM A 20 INCH PECAN TREE,
 CK4144'51.78 METERS (169.1 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 CK4144'6.22 METERS (20.40 FT) NORTHWEST FROM A 30 INCH PECAN TREE, AND
 CK4144'26.73 METERS (87.70 FT) EAST FROM A TELEPHONE POLE.
 CK4144'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4144'STAMPED---017-238 1980---,
 CK4144'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4144'
 CK4144'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4144'STAMPED---017-238 1980 RM 1---,
 CK4144'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4144'FLUSH WITH GROUND.  IT IS LOCATED
 CK4144'13.72 METERS (45.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 CK4144'PAVED ROAD 74,
 CK4144'21.58 METERS (70.80 FT) NORTHEAST FROM THE TELEPHONE POLE,
 CK4144'9.24 METERS (30.30 FT) WEST-SOUTHWEST FROM THE 20 INCH PECAN TREE,
 CK4144'AND
 CK4144'42.24 METERS (138.6 FT) SOUTHWEST FROM THE POWER POLE.
 CK4144'MARK IS LEVEL WITH STATION.
 CK4144'
 CK4144'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4144'STAMPED---017-238 1980 AZ MK---,
 CK4144'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4144'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4144'13.11 METERS (43.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4144'ROAD 74,
 CK4144'1.56 METERS (5.100 FT) WEST FROM AN UNDERGROUND TELEPHONE CABLE
 CK4144'PEDESTAL (TOP CENTER),
 CK4144'41.64 METERS (136.6 FT) WEST FROM THE NORTHWEST CORNER OF THE
 CK4144'CHURCH BUILDING, AND
 CK4144'0.67 METER (2.200 FT) NORTH FROM A WITNESS POST.
 CK4144'
 CK4144'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4144'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4144'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4146 ***********************************************************************
 CK4146  DESIGNATION -  BV 017 238 GADT AZ MK
 CK4146  PID         -  CK4146
 CK4146  STATE/COUNTY-  GA/BURKE
 CK4146  USGS QUAD   -  HILLTONIA (1978)
 CK4146
 CK4146                         *CURRENT SURVEY CONTROL
 CK4146  ___________________________________________________________________
 CK4146* NAD 83(1994)-  32 59 44.86247(N)    081 39 51.87150(W)     ADJUSTED  
 CK4146* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 CK4146  ___________________________________________________________________
 CK4146  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CK4146  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CK4146
 CK4146  HORZ ORDER  -  SECOND
 CK4146
 CK4146.The horizontal coordinates were established by classical geodetic methods
 CK4146.and adjusted by the National Geodetic Survey in September 1997..
 CK4146
 CK4146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4146
 CK4146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4146
 CK4146.The geoid height was determined by GEOID03.
 CK4146
 CK4146;                    North         East     Units Scale Factor Converg.
 CK4146;SPC GA E     -   332,247.122   246,935.396   MT  0.99992715   +0 16 24.7
 CK4146;SPC GA E     - 1,090,047.43    810,153.88   sFT  0.99992715   +0 16 24.7
 CK4146;UTM  17      - 3,651,016.782   437,930.188   MT  0.99964750   -0 21 42.6
 CK4146
 CK4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4146!SPC GA E     -   0.99999556  x   0.99992715  =   0.99992271
 CK4146!UTM  17      -   0.99999556  x   0.99964750  =   0.99964307
 CK4146
 CK4146                          SUPERSEDED SURVEY CONTROL
 CK4146
 CK4146  NAD 83(1986)-  32 59 44.86589(N)    081 39 51.86465(W) AD(       ) 2
 CK4146  NAD 27      -  32 59 44.30657(N)    081 39 52.46717(W) AD(       ) 2
 CK4146  NGVD 29 (07/19/86)   58.9    (m)          193.     (f) VERT ANG       
 CK4146
 CK4146.Superseded values are not recommended for survey control.
 CK4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4146.See file dsdata.txt to determine how the superseded data were derived.
 CK4146
 CK4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3793051017(NAD 83)
 CK4146_MARKER: DD = SURVEY DISK
 CK4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4146+STABILITY: SURFACE MOTION
 CK4146
 CK4146  HISTORY     - Date     Condition        Report By
 CK4146  HISTORY     - 1980     MONUMENTED       GADT
 CK4146
 CK4146                          STATION DESCRIPTION
 CK4146
 CK4146'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4146'THE STATION IS LOCATED ABOUT 6.8 KM (4-1/4 MI) SOUTHEAST OF
 CK4146'GIRARD, 8.8 KM (5-1/2 MI) NORTHEAST OF SARDIS, AND 12.5 KM
 CK4146'(7-3/4 MI) NORTH OF HILLTONIA.
 CK4146'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 CK4146'
 CK4146'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23, PAVED
 CK4146'COUNTY ROAD 90716 (450), AND PAVED COUNTY ROAD 91321 (453) IN
 CK4146'GIRARD, GO SOUTHEAST ALONG PAVED COUNTY ROAD 90716 (450) FOR
 CK4146'2.65 KM (1.65 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 142
 CK4146'(ELLISON BRIDGE ROAD) FORKING TO THE RIGHT.  CONTINUE SOUTHEAST
 CK4146'ALONG COUNTY ROAD 90716 FOR 4.45 KM (2.75 MI) TO THE JUNCTION OF
 CK4146'PAVED COUNTY ROAD 74 TO THE LEFT.  TURN LEFT GOING NORTHEAST
 CK4146'ALONG COUNTY ROAD 74 FOR 0.1 KM (0.05 MI) TO THE STATION ON
 CK4146'THE RIGHT NEAR ST. PAUL CHURCH.
 CK4146'
 CK4146'THE STATION IS A STANDARD GADT DISK
 CK4146'STAMPED---017-238 1980 AZ MK---,
 CK4146'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4146'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4146'13.11 METERS (43.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4146'ROAD 74,
 CK4146'1.56 METERS (5.100 FT) WEST FROM AN UNDERGROUND TELEPHONE CABLE
 CK4146'PEDESTAL (TOP CENTER),
 CK4146'41.64 METERS (136.6 FT) WEST FROM THE NORTHWEST CORNER OF THE
 CK4146'CHURCH BUILDING, AND
 CK4146'0.67 METER (2.200 FT) NORTH FROM A WITNESS POST.
 CK4146'
 CK4146'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4146'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2230 ***********************************************************************
 DE2230  DESIGNATION -  BV 017 239 GADT
 DE2230  PID         -  DE2230
 DE2230  STATE/COUNTY-  GA/BURKE
 DE2230  USGS QUAD   -  GIRARD (1989)
 DE2230
 DE2230                         *CURRENT SURVEY CONTROL
 DE2230  ___________________________________________________________________
 DE2230* NAD 83(1994)-  33 01 46.34157(N)    081 37 53.00761(W)     ADJUSTED  
 DE2230* NAVD 88     -        74.3    (meters)     244.     (feet)  VERTCON   
 DE2230  ___________________________________________________________________
 DE2230  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DE2230  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DE2230
 DE2230  HORZ ORDER  -  SECOND
 DE2230
 DE2230.The horizontal coordinates were established by classical geodetic methods
 DE2230.and adjusted by the National Geodetic Survey in September 1997..
 DE2230
 DE2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2230
 DE2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2230
 DE2230.The geoid height was determined by GEOID03.
 DE2230
 DE2230;                    North         East     Units Scale Factor Converg.
 DE2230;SPC GA E     -   336,004.418   250,001.853   MT  0.99993082   +0 17 30.4
 DE2230;SPC GA E     - 1,102,374.49    820,214.41   sFT  0.99993082   +0 17 30.4
 DE2230;UTM  17      - 3,654,738.771   441,037.257   MT  0.99964286   -0 20 39.0
 DE2230
 DE2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2230!SPC GA E     -   0.99999311  x   0.99993082  =   0.99992393
 DE2230!UTM  17      -   0.99999311  x   0.99964286  =   0.99963597
 DE2230
 DE2230|---------------------------------------------------------------------|
 DE2230| PID    Reference Object                     Distance      Geod. Az  |
 DE2230|                                                           dddmmss.s |
 DE2230| DE2229 BV 017 239 GADT RM 1                 24.187 METERS 12342     |
 DE2230| DE2228 BV 017 239 GADT AZ MK               327.110 METERS 12357     |
 DE2230|---------------------------------------------------------------------|
 DE2230
 DE2230                          SUPERSEDED SURVEY CONTROL
 DE2230
 DE2230  NAD 83(1986)-  33 01 46.34481(N)    081 37 53.00061(W) AD(       ) 2
 DE2230  NAD 27      -  33 01 45.78855(N)    081 37 53.60637(W) AD(       ) 2
 DE2230  NGVD 29 (07/19/86)   74.6    (m)          245.     (f) VERT ANG       
 DE2230
 DE2230.Superseded values are not recommended for survey control.
 DE2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2230.See file dsdata.txt to determine how the superseded data were derived.
 DE2230
 DE2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4103754739(NAD 83)
 DE2230_MARKER: DD = SURVEY DISK
 DE2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2230+STABILITY: SURFACE MOTION
 DE2230
 DE2230  HISTORY     - Date     Condition        Report By
 DE2230  HISTORY     - 1980     MONUMENTED       GADT
 DE2230
 DE2230                          STATION DESCRIPTION
 DE2230
 DE2230'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2230'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) WEST OF SARDIS,
 DE2230'16 KM (10 MI) NORTH OF HILLTONIA, AND 7.8 KM (4-3/4 MI)
 DE2230'EAST-NORTHEAST OF GIRARD.
 DE2230'OWNERSHIP--GERALD DIXON,
 DE2230'ROUTE 1, GIRARD GEORGIA.
 DE2230'
 DE2230'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2230'SOUTHEAST ALONG STATE ROUTE 23 FOR 0.4 KM (0.25 MI) TO THE
 DE2230'JUNCTION OF COUNTY PAVED ROAD 91321 TO THE LEFT, COUNTY PAVED
 DE2230'ROAD 90716 STRAIGHT AHEAD, AND STATE ROUTE 23 TURNING TO THE
 DE2230'RIGHT.  TURN LEFT AND GO NORTHEAST ALONG COUNTY PAVED ROAD
 DE2230'91321 FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF A PAVED STREET
 DE2230'FORKING TO THE LEFT.  CONTINUE EAST ALONG COUNTY ROAD 91321
 DE2230'FOR 6.0 KM (3.7 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 74
 DE2230'TO THE RIGHT.  CONTINUE EAST ALONG COUNTY ROAD 91321 FOR 2.25 KM
 DE2230'(1.4 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 66 TO THE LEFT.
 DE2230'TURN LEFT AND GO NORTH ALONG COUNTY DIRT ROAD 66 FOR 1.1 KM
 DE2230'(0.7 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 67 TO THE LEFT.
 DE2230'TURN LEFT AND THE AZIMUTH MARK IS ON THE RIGHT.  CONTINUE
 DE2230'NORTHWEST ON COUNTY ROAD 67 FOR 0.3 KM (0.2 MI) TO THE
 DE2230'STATION ON THE LEFT.
 DE2230'
 DE2230'THE STATION IS A STANDARD GADT DISK
 DE2230'STAMPED---017-239 1980---,
 DE2230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2230'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2230'3.66 METERS (12.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DE2230'COUNTY DIRT ROAD 67,
 DE2230'29.41 METERS (96.50 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DE2230'0.55 METER (1.80 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DE2230'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2230'STAMPED---017-239 1980---,
 DE2230'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2230'
 DE2230'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2230'STAMPED---017-239 1980 RM 1---,
 DE2230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2230'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2230'3.66 METERS (12.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DE2230'COUNTY DIRT ROAD 67,
 DE2230'5.27 METERS (17.30 FT) NORTH FROM THE POWER POLE, AND
 DE2230'1.04 METERS (3.40 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DE2230'MARK IS LEVEL WITH STATION.
 DE2230'
 DE2230'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2230'STAMPED---017-239 1980 AZ MK---,
 DE2230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2230'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2230'4.57 METERS (15.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2230'COUNTY DIRT ROAD 67,
 DE2230'6.55 METERS (21.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DE2230'COUNTY DIRT ROAD 66,
 DE2230'18.78 METERS (61.60 FT) NORTHEAST FROM A POWER POLE ON THE WEST
 DE2230'SIDE OF COUNTY DIRT ROAD 67, AND
 DE2230'0.49 METER (1.6 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2230'
 DE2230'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2230'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2230'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2228 ***********************************************************************
 DE2228  DESIGNATION -  BV 017 239 GADT AZ MK
 DE2228  PID         -  DE2228
 DE2228  STATE/COUNTY-  GA/BURKE
 DE2228  USGS QUAD   -  GIRARD (1989)
 DE2228
 DE2228                         *CURRENT SURVEY CONTROL
 DE2228  ___________________________________________________________________
 DE2228* NAD 83(1994)-  33 01 40.41248(N)    081 37 42.55084(W)     ADJUSTED  
 DE2228* NAVD 88     -        73.1    (meters)     240.     (feet)  VERTCON   
 DE2228  ___________________________________________________________________
 DE2228  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DE2228  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 DE2228
 DE2228  HORZ ORDER  -  SECOND
 DE2228
 DE2228.The horizontal coordinates were established by classical geodetic methods
 DE2228.and adjusted by the National Geodetic Survey in September 1997..
 DE2228
 DE2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2228
 DE2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2228
 DE2228.The geoid height was determined by GEOID03.
 DE2228
 DE2228;                    North         East     Units Scale Factor Converg.
 DE2228;SPC GA E     -   335,823.161   250,274.125   MT  0.99993115   +0 17 36.0
 DE2228;SPC GA E     - 1,101,779.82    821,107.69   sFT  0.99993115   +0 17 36.0
 DE2228;UTM  17      - 3,654,554.557   441,307.423   MT  0.99964247   -0 20 33.2
 DE2228
 DE2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2228!SPC GA E     -   0.99999329  x   0.99993115  =   0.99992445
 DE2228!UTM  17      -   0.99999329  x   0.99964247  =   0.99963577
 DE2228
 DE2228                          SUPERSEDED SURVEY CONTROL
 DE2228
 DE2228  NAD 83(1986)-  33 01 40.41571(N)    081 37 42.54386(W) AD(       ) 2
 DE2228  NAD 27      -  33 01 39.85929(N)    081 37 43.14993(W) AD(       ) 2
 DE2228  NGVD 29 (07/19/86)   73.4    (m)          241.     (f) VERT ANG       
 DE2228
 DE2228.Superseded values are not recommended for survey control.
 DE2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2228.See file dsdata.txt to determine how the superseded data were derived.
 DE2228
 DE2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4130754555(NAD 83)
 DE2228_MARKER: DD = SURVEY DISK
 DE2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2228+STABILITY: SURFACE MOTION
 DE2228
 DE2228  HISTORY     - Date     Condition        Report By
 DE2228  HISTORY     - 1980     MONUMENTED       GADT
 DE2228
 DE2228                          STATION DESCRIPTION
 DE2228
 DE2228'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2228'THE STATION IS LOCATED ABOUT 13.2 KM (8-1/4 MI) WEST OF SARDIS,
 DE2228'16 KM (10 MI) NORTH OF HILLTONIA, AND 8 KM (5 MI)
 DE2228'EAST-NORTHEAST OF GIRARD.
 DE2228'OWNERSHIP--GERALD DIXON,
 DE2228'ROUTE 1, GIRARD GEORGIA.
 DE2228'
 DE2228'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GIRARD, GO
 DE2228'SOUTHEAST ALONG STATE ROUTE 23 FOR 0.4 KM (0.25 MI) TO THE
 DE2228'JUNCTION OF COUNTY PAVED ROAD 91321 TO THE LEFT, COUNTY PAVED
 DE2228'ROAD 90716 STRAIGHT AHEAD, AND STATE ROUTE 23 TURNING TO THE
 DE2228'RIGHT.  TURN LEFT AND GO NORTHEAST ALONG COUNTY PAVED ROAD 91321
 DE2228'FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF A PAVED STREET FORKING TO
 DE2228'THE LEFT.  CONTINUE EAST ALONG COUNTY ROAD 91321 FOR 6 KM (3.7 MI)
 DE2228'TO THE JUNCTION OF COUNTY PAVED ROAD 74 TO THE RIGHT.  CONTINUE
 DE2228'EAST ALONG COUNTY ROAD 91321 FOR 2.25 KM (1.4 MI) TO THE
 DE2228'JUNCTION OF COUNTY DIRT ROAD 66 TO THE LEFT.  TURN LEFT AND GO
 DE2228'NORTH ALONG COUNTY DIRT ROAD 66 FOR 1.1 KM (0.7 MI) TO THE
 DE2228'JUNCTION OF COUNTY DIRT ROAD 67 TO THE LEFT AND THE STATION
 DE2228'ON THE LEFT.
 DE2228'
 DE2228'THE STATION IS A STANDARD GADT DISK
 DE2228'STAMPED---017-239 1980 AZ MK---,
 DE2228'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2228'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DE2228'4.57 METERS (15.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DE2228'COUNTY DIRT ROAD 67,
 DE2228'6.55 METERS (21.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DE2228'COUNTY DIRT ROAD 66,
 DE2228'18.78 METERS (61.60 FT) NORTHEAST FROM A POWER POLE ON THE WEST
 DE2228'SIDE OF COUNTY DIRT ROAD 67, AND
 DE2228'0.49 METER (1.6 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2228'
 DE2228'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DE2228'COUNTY GA.  1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4195 ***********************************************************************
 CK4195  DESIGNATION -  BV 017 240 GADT
 CK4195  PID         -  CK4195
 CK4195  STATE/COUNTY-  GA/BURKE
 CK4195  USGS QUAD   -  SARDIS (1978)
 CK4195
 CK4195                         *CURRENT SURVEY CONTROL
 CK4195  ___________________________________________________________________
 CK4195* NAD 83(1994)-  32 56 19.80375(N)    081 45 30.36790(W)     ADJUSTED  
 CK4195* NAVD 88     -        78.5    (meters)     258.     (feet)  VERTCON   
 CK4195  ___________________________________________________________________
 CK4195  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CK4195  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 CK4195
 CK4195  HORZ ORDER  -  SECOND
 CK4195
 CK4195.The horizontal coordinates were established by classical geodetic methods
 CK4195.and adjusted by the National Geodetic Survey in September 1997..
 CK4195
 CK4195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4195
 CK4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4195
 CK4195.The geoid height was determined by GEOID03.
 CK4195
 CK4195;                    North         East     Units Scale Factor Converg.
 CK4195;SPC GA E     -   325,892.498   238,173.130   MT  0.99991796   +0 13 19.1
 CK4195;SPC GA E     - 1,069,198.97    781,406.34   sFT  0.99991796   +0 13 19.1
 CK4195;UTM  17      - 3,644,761.314   429,100.414   MT  0.99966198   -0 24 44.7
 CK4195
 CK4195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4195!SPC GA E     -   0.99999243  x   0.99991796  =   0.99991039
 CK4195!UTM  17      -   0.99999243  x   0.99966198  =   0.99965442
 CK4195
 CK4195:                Primary Azimuth Mark                     Grid Az
 CK4195:SPC GA E     -  BV 017 240 GADT AZ MK                    177 44 11.9
 CK4195:UTM  17      -  BV 017 240 GADT AZ MK                    178 22 15.7
 CK4195
 CK4195|---------------------------------------------------------------------|
 CK4195| PID    Reference Object                     Distance      Geod. Az  |
 CK4195|                                                           dddmmss.s |
 CK4195| CK4194 BV 017 240 GADT AZ MK               APPROX. 1.3 KM 1775731.0 |
 CK4195| CK4196 BV 017 240 GADT RM 1                 11.711 METERS 29004     |
 CK4195|---------------------------------------------------------------------|
 CK4195
 CK4195                          SUPERSEDED SURVEY CONTROL
 CK4195
 CK4195  NAD 83(1986)-  32 56 19.80667(N)    081 45 30.36144(W) AD(       ) 2
 CK4195  NAD 27      -  32 56 19.23604(N)    081 45 30.95553(W) AD(       ) 2
 CK4195  NGVD 29 (07/19/86)   78.7    (m)          258.     (f) VERT ANG       
 CK4195
 CK4195.Superseded values are not recommended for survey control.
 CK4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4195.See file dsdata.txt to determine how the superseded data were derived.
 CK4195
 CK4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2910044761(NAD 83)
 CK4195_MARKER: DD = SURVEY DISK
 CK4195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4195+STABILITY: SURFACE MOTION
 CK4195
 CK4195  HISTORY     - Date     Condition        Report By
 CK4195  HISTORY     - 1980     MONUMENTED       GADT
 CK4195
 CK4195                          STATION DESCRIPTION
 CK4195
 CK4195'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4195'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) SOUTH OF SARDIS, 12
 CK4195'KM (7-1/2 MI) SOUTH-SOUTHWEST OF GIRARD, AND 11.2 KM (7 MI)
 CK4195'NORTHWEST OF HILLTONIA.
 CK4195'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 CK4195'
 CK4195'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4195'ROUTE 24 IN SARDIS, GO SOUTHEAST ALONG STATE ROUTE 24 FOR 0.5 KM
 CK4195'(0.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 148 (COOPER-
 CK4195'CHANDLER ROAD) TO THE LEFT AND A PAVED CITY STREET TO THE
 CK4195'RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG THE CITY STREET FOR
 CK4195'1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 153 CROSSING
 CK4195'AND DIRT COUNTY ROAD 160 STRAIGHT AHEAD.  TURN LEFT GOING
 CK4195'SOUTHEAST ALONG PAVED COUNTY ROAD 153 (WAYNESBORO-SYLVANIA ROAD)
 CK4195'FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 156
 CK4195'(REEVES-BARGERON ROAD) FORKING TO THE RIGHT.  TURN RIGHT GOING
 CK4195'SOUTH ALONG COUNTY ROAD 156 FOR 2.15 KM (1.35 MI) TO THE JUNCTION
 CK4195'OF DIRT COUNTY ROAD 158 TO THE LEFT.  CONTINUE GOING SOUTH ALONG
 CK4195'COUNTY ROAD 156 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 CK4195'
 CK4195'THE STATION IS A STANDARD GADT DISK
 CK4195'STAMPED---017-240 1980---,
 CK4195'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4195'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK4195'5.18 METERS (17.00 FT) EAST FROM THE CENTERLINE OF DIRT COUNTY
 CK4195'ROAD 156,
 CK4195'17.46 METERS (57.30 FT) EAST-SOUTHEAST FROM A POWER POLE TO THE
 CK4195'WEST OF COUNTY ROAD 156,
 CK4195'42.64 METERS (139.9 FT) SOUTH FROM THE TOP CENTER OF AN
 CK4195'UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CK4195'0.94 METER (3.100 FT) SOUTH FROM A WITNESS POST, AND
 CK4195'0.94 METER (3.100 FT) NORTH FROM ANOTHER WITNESS POST.
 CK4195'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4195'STAMPED---017-240 1980---,
 CK4195'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4195'
 CK4195'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4195'STAMPED---017-240 1980 RM 1---,
 CK4195'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4195'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4195'5.18 METERS (17.00 FT) WEST FROM THE CENTERLINE OF THE COUNTY
 CK4195'DIRT ROAD,
 CK4195'39.65 METERS (130.1 FT) SOUTH-SOUTHWEST FROM THE TOP CENTER OF THE
 CK4195'UNDERGROUND TELEPHONE CABLE PEDESTAL TO THE EAST OF THE COUNTY
 CK4195'DIRT ROAD,
 CK4195'6.77 METERS (22.20 FT) SOUTHEAST FROM THE POWER POLE, AND
 CK4195'0.82 METER (2.700 FT) EAST FROM A WITNESS POST.
 CK4195'MARK IS ABOVE STATION 0.100 METERS.
 CK4195'
 CK4195'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4195'STAMPED---017-240 1980 AZ MK---,
 CK4195'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4195'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4195'5.49 METERS (18.00 FT) NORTH FROM THE CENTERLINE OF DIRT COUNTY
 CK4195'ROAD 155,
 CK4195'1.92 METERS (6.300 FT) EAST FROM A POWER POLE, AND
 CK4195'0.82 METER (2.700 FT) SOUTH FROM A WITNESS POST.
 CK4195'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG COUNTY
 CK4195'DIRT ROAD 156 FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF DIRT COUNTY
 CK4195'ROAD 155 (ED HARRIS ROAD) TO THE LEFT.  TURN LEFT GOING EAST ALONG
 CK4195'COUNTY ROAD 155 FOR 0.1 KM (0.05 MI) TO THE MARK ON THE LEFT NEAR
 CK4195'A POWER POLE.
 CK4195'
 CK4195'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4195'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4195'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4194 ***********************************************************************
 CK4194  DESIGNATION -  BV 017 240 GADT AZ MK
 CK4194  PID         -  CK4194
 CK4194  STATE/COUNTY-  GA/BURKE
 CK4194  USGS QUAD   -  SARDIS (1978)
 CK4194
 CK4194                         *CURRENT SURVEY CONTROL
 CK4194  ___________________________________________________________________
 CK4194* NAD 83(1994)-  32 55 37.46175(N)    081 45 28.57833(W)     ADJUSTED  
 CK4194* NAVD 88     -        69.1    (meters)     227.     (feet)  VERTCON   
 CK4194  ___________________________________________________________________
 CK4194  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CK4194  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 CK4194
 CK4194  HORZ ORDER  -  SECOND
 CK4194
 CK4194.The horizontal coordinates were established by classical geodetic methods
 CK4194.and adjusted by the National Geodetic Survey in September 1997..
 CK4194
 CK4194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4194
 CK4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4194
 CK4194.The geoid height was determined by GEOID03.
 CK4194
 CK4194;                    North         East     Units Scale Factor Converg.
 CK4194;SPC GA E     -   324,588.388   238,224.672   MT  0.99991801   +0 13 19.8
 CK4194;SPC GA E     - 1,064,920.40    781,575.44   sFT  0.99991801   +0 13 19.8
 CK4194;UTM  17      - 3,643,457.047   429,137.507   MT  0.99966191   -0 24 43.2
 CK4194
 CK4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4194!SPC GA E     -   0.99999391  x   0.99991801  =   0.99991192
 CK4194!UTM  17      -   0.99999391  x   0.99966191  =   0.99965582
 CK4194
 CK4194                          SUPERSEDED SURVEY CONTROL
 CK4194
 CK4194  NAD 83(1986)-  32 55 37.46469(N)    081 45 28.57198(W) AD(       ) 2
 CK4194  NAD 27      -  32 55 36.89296(N)    081 45 29.16605(W) AD(       ) 2
 CK4194  NGVD 29 (07/19/86)   69.3    (m)          227.     (f) VERT ANG       
 CK4194
 CK4194.Superseded values are not recommended for survey control.
 CK4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4194.See file dsdata.txt to determine how the superseded data were derived.
 CK4194
 CK4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2913843457(NAD 83)
 CK4194_MARKER: DD = SURVEY DISK
 CK4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4194+STABILITY: SURFACE MOTION
 CK4194
 CK4194  HISTORY     - Date     Condition        Report By
 CK4194  HISTORY     - 1980     MONUMENTED       GADT
 CK4194
 CK4194                          STATION DESCRIPTION
 CK4194
 CK4194'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4194'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) SOUTH OF SARDIS,
 CK4194'13.2 KM (8-1/4 MI) SOUTH-SOUTHWEST OF GIRARD, AND 10.5 KM
 CK4194'(6-1/2 MI) NORTHWEST OF HILLTONIA.
 CK4194'OWNERSHIP--BURKE COUNTY RIGHT OF WAY.
 CK4194'
 CK4194'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4194'ROUTE 24 IN SARDIS, GO SOUTHEAST ALONG STATE ROUTE 24 FOR 0.5 KM
 CK4194'(0.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 148 (COOPER-CHANDLER
 CK4194'ROAD) TO THE LEFT AND A PAVED CITY STREET TO THE RIGHT.  TURN
 CK4194'RIGHT GOING SOUTHWEST ALONG THE CITY STREET FOR 1.2 KM (0.75 MI)
 CK4194'TO THE JUNCTION OF PAVED COUNTY ROAD 153 CROSSING AND DIRT COUNTY
 CK4194'ROAD 160 STRAIGHT AHEAD.  TURN LEFT GOING SOUTHEAST ALONG PAVED
 CK4194'COUNTY ROAD 153 (WAYNESBORO-SYLVANIA ROAD) FOR 0.4 KM (0.25 MI)
 CK4194'TO THE JUNCTION OF DIRT COUNTY ROAD 156 (REVEES-BARGERON ROAD)
 CK4194'FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD
 CK4194'156 FOR 2.15 KM (1.35 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 158
 CK4194'TO THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 156 FOR 1.75
 CK4194'KM (1.1 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 155 (ED HARRIS
 CK4194'ROAD) TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD
 CK4194'155 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT NEAR A
 CK4194'POWER POLE.
 CK4194'
 CK4194'THE STATION IS A STANDARD GADT DISK
 CK4194'STAMPED---017-240 1980 AZ MK---,
 CK4194'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4194'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4194'5.49 METERS (18.00 FT) NORTH FROM THE CENTERLINE OF DIRT COUNTY
 CK4194'ROAD 155,
 CK4194'1.92 METERS (6.300 FT) EAST FROM A POWER POLE, AND
 CK4194'0.82 METER (2.700 FT) SOUTH FROM A WITNESS POST.
 CK4194'
 CK4194'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 CK4194'COUNTY GA. 1975.  REVISED NOVEMBER 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2512 ***********************************************************************
 DF2512  DESIGNATION -  BV 018 200
 DF2512  PID         -  DF2512
 DF2512  STATE/COUNTY-  GA/BUTTS
 DF2512  USGS QUAD   -  INDIAN SPRINGS (1981)
 DF2512
 DF2512                         *CURRENT SURVEY CONTROL
 DF2512  ___________________________________________________________________
 DF2512* NAD 83(1994)-  33 13 57.79117(N)    083 56 40.19536(W)     ADJUSTED  
 DF2512* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 DF2512  ___________________________________________________________________
 DF2512  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DF2512  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF2512
 DF2512  HORZ ORDER  -  SECOND
 DF2512
 DF2512.The horizontal coordinates were established by classical geodetic methods
 DF2512.and adjusted by the National Geodetic Survey in September 1997..
 DF2512
 DF2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2512
 DF2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2512
 DF2512.The geoid height was determined by GEOID03.
 DF2512
 DF2512;                    North         East     Units Scale Factor Converg.
 DF2512;SPC GA W     -   358,430.943   720,705.582   MT  0.99990528   +0 07 18.3
 DF2512;SPC GA W     - 1,175,952.19  2,364,514.90   sFT  0.99990528   +0 07 18.3
 DF2512;UTM  17      - 3,680,952.807   225,612.986   MT  1.00052836   -1 36 53.0
 DF2512;UTM  16      - 3,681,250.016   784,734.808   MT  1.00059972   +1 40 32.4
 DF2512
 DF2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2512!SPC GA W     -   0.99997270  x   0.99990528  =   0.99987798
 DF2512!UTM  17      -   0.99997270  x   1.00052836  =   1.00050104
 DF2512!UTM  16      -   0.99997270  x   1.00059972  =   1.00057240
 DF2512
 DF2512|---------------------------------------------------------------------|
 DF2512| PID    Reference Object                     Distance      Geod. Az  |
 DF2512|                                                           dddmmss.s |
 DF2512| DF2513 BV 018 200 GADT 1974 PTA             18.770 METERS 05317     |
 DF2512| DF2511 BLOUNT                              APPROX. 6.2 KM 1921916.1 |
 DF2512| CY7430 BV 018 200 AZ MK                                   2614147.0 |
 DF2512|---------------------------------------------------------------------|
 DF2512
 DF2512                          SUPERSEDED SURVEY CONTROL
 DF2512
 DF2512  NAD 83(1986)-  33 13 57.79727(N)    083 56 40.19484(W) AD(       ) 2
 DF2512  NAD 27      -  33 13 57.35632(N)    083 56 40.52766(W) AD(       ) 2
 DF2512  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 DF2512
 DF2512.Superseded values are not recommended for survey control.
 DF2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2512.See file dsdata.txt to determine how the superseded data were derived.
 DF2512
 DF2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2561380953(NAD 83)
 DF2512_MARKER: DD = SURVEY DISK
 DF2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2512
 DF2512  HISTORY     - Date     Condition        Report By
 DF2512  HISTORY     - 1974     MONUMENTED       GADT
 DF2512
 DF2512                          STATION DESCRIPTION
 DF2512
 DF2512'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2512'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF INDIAN
 DF2512'SPRINGS, 4-1/4 MILES SOUTH OF JACKSON, AND 12 MILES NORTH-NORTHWEST
 DF2512'OF JULIETTE ON COUNTY RIGHT OF WAY.
 DF2512'
 DF2512'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 42 AND
 DF2512'COUNTY ROAD 91999 (THE MAIN ENTRANCE TO INDIAN SPRINGS STATE PARK)
 DF2512'IN INDIAN SPRINGS, GO SOUTH ALONG STATE ROUTE 42 FOR 1.1 MILES TO
 DF2512'THE JUNCTION OF COUNTY ROAD 136 TO THE RIGHT.  TURN RIGHT, GOING
 DF2512'WEST ALONG COUNTY ROAD 136 FOR 1.15 MILE TO THE STATION ON THE
 DF2512'LEFT.
 DF2512'
 DF2512'THE STATION IS A STANDARD BRASS DISK STAMPED 018-200, SET IN THE
 DF2512'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2512'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DF2512'018-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80
 DF2512'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 40 FEET
 DF2512'SOUTH OF THE CENTERLINE OF COUNTY ROAD 136, 2 FEET NORTH OF A
 DF2512'WITNESS POST SET AT A FENCELINE, 129 FEET NORTHWEST OF A POWER
 DF2512'POLE, AND 45 FEET WEST-NORTHWEST OF A 12 INCH PECAN TREE NEAR
 DF2512'THE FENCELINE.
 DF2512'
 DF2512'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG COUNTY
 DF2512'ROAD 136 FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 DF2512'DISK STAMPED 018-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2512'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 DF2512'4 FEET NORTH-NORTHWEST OF A WITNESS POST, 37 FEET NORTH-NORTHWEST
 DF2512'OF THE CENTERLINE OF COUNTY ROAD 136, 35 FEET SOUTH-SOUTHEAST OF
 DF2512'A FENCELINE, AND 52 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2850 ***********************************************************************
 DG2850  DESIGNATION -  BV 018 201
 DG2850  PID         -  DG2850
 DG2850  STATE/COUNTY-  GA/BUTTS
 DG2850  USGS QUAD   -  LOCUST GROVE (1981)
 DG2850
 DG2850                         *CURRENT SURVEY CONTROL
 DG2850  ___________________________________________________________________
 DG2850* NAD 83(1994)-  33 16 13.72572(N)    084 03 28.14976(W)     ADJUSTED  
 DG2850* NAVD 88     -       227.6    (meters)     747.     (feet)  VERTCON   
 DG2850  ___________________________________________________________________
 DG2850  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DG2850  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DG2850
 DG2850  HORZ ORDER  -  SECOND
 DG2850
 DG2850.The horizontal coordinates were established by classical geodetic methods
 DG2850.and adjusted by the National Geodetic Survey in September 1997..
 DG2850
 DG2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2850
 DG2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2850
 DG2850.The geoid height was determined by GEOID03.
 DG2850
 DG2850;                    North         East     Units Scale Factor Converg.
 DG2850;SPC GA W     -   362,601.685   710,139.967   MT  0.99990127   +0 03 35.0
 DG2850;SPC GA W     - 1,189,635.69  2,329,850.88   sFT  0.99990127   +0 03 35.0
 DG2850;UTM  16      - 3,685,135.137   774,052.887   MT  1.00052609   +1 36 54.2
 DG2850;UTM  17      - 3,685,444.936   215,171.781   MT  1.00060036   -1 40 43.1
 DG2850
 DG2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2850!SPC GA W     -   0.99996872  x   0.99990127  =   0.99986999
 DG2850!UTM  16      -   0.99996872  x   1.00052609  =   1.00049479
 DG2850!UTM  17      -   0.99996872  x   1.00060036  =   1.00056906
 DG2850
 DG2850:                Primary Azimuth Mark                     Grid Az
 DG2850:SPC GA W     -  BV 018 201 AZ MK                         231 46 10.7
 DG2850:UTM  16      -  BV 018 201 AZ MK                         230 12 51.5
 DG2850:UTM  17      -  BV 018 201 AZ MK                         233 30 28.8
 DG2850
 DG2850|---------------------------------------------------------------------|
 DG2850| PID    Reference Object                     Distance      Geod. Az  |
 DG2850|                                                           dddmmss.s |
 DG2850| CZ2893 BV 018 201 AZ MK                                   2314945.7 |
 DG2850|---------------------------------------------------------------------|
 DG2850
 DG2850                          SUPERSEDED SURVEY CONTROL
 DG2850
 DG2850  NAD 83(1986)-  33 16 13.73168(N)    084 03 28.14939(W) AD(       ) 2
 DG2850  NAD 27      -  33 16 13.29757(N)    084 03 28.45725(W) AD(       ) 2
 DG2850  NGVD 29 (07/19/86)  227.6    (m)          747.     (f) VERT ANG       
 DG2850
 DG2850.Superseded values are not recommended for survey control.
 DG2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2850.See file dsdata.txt to determine how the superseded data were derived.
 DG2850
 DG2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7405385135(NAD 83)
 DG2850_MARKER: DD = SURVEY DISK
 DG2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2850
 DG2850  HISTORY     - Date     Condition        Report By
 DG2850  HISTORY     - 1974     MONUMENTED       GADT
 DG2850  HISTORY     - 20050615 GOOD             GADT
 DG2850
 DG2850                          STATION DESCRIPTION
 DG2850
 DG2850'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2850'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF JENKINSBURG,
 DG2850'6 MILES SOUTH OF LOCUST GROVE, AND 7-3/4 MILES WEST OF JACKSON
 DG2850'ON STATE RIGHT OF WAY.
 DG2850'
 DG2850'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 DG2850'STATE ROUTE 16, LOCATED ABOUT 6 MILES SOUTH OF LOCUST GROVE,
 DG2850'TRAVEL EAST ON STATE ROUTE 16 FOR 1.5 MILES TO TOWALIGA
 DG2850'RIVER.  CONTINUE EAST ON STATE ROUTE 16 FOR 0.55 MILE TO THE
 DG2850'AZIMUTH MARK ON THE RIGHT.  CONTINUE ALONG STATE ROUTE 16 FOR
 DG2850'0.35 MILE TO THE STATION ON THE LEFT.
 DG2850'
 DG2850'THE STATION IS A STANDARD BRASS DISK STAMPED 018-201, SET IN THE
 DG2850'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2850'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2850'018-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.66
 DG2850'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3 FEET
 DG2850'SOUTHEAST OF A WITNESS POST, 51 FEET NORTHWEST OF THE CENTERLINE
 DG2850'OF STATE ROUTE 16, 18 FEET NORTHEAST OF A POWER POLE, AND 138
 DG2850'FEET NORTH OF A POWER POLE ON THE SOUTHEAST SIDE OF THE HIGHWAY.
 DG2850'
 DG2850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 018-201 AZMK, SET
 DG2850'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2850'SURFACE OF THE GROUND.  IT IS LOCATED 42 FEET SOUTHEAST OF THE
 DG2850'CENTERLINE OF STATE ROUTE 16, 1 FOOT WEST OF A 12 INCH PINE TREE,
 DG2850'6.5 FEET NORTH OF ANOTHER 12 INCH PINE TREE, AND 218 FEET
 DG2850'NORTHEAST OF THE CENTERLINE OF A COUNTY ROAD TO THE SOUTHEAST.
 DG2850
 DG2850                          STATION RECOVERY (2005)
 DG2850
 DG2850'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG2850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2851 ***********************************************************************
 DG2851  DESIGNATION -  BV 018 202
 DG2851  PID         -  DG2851
 DG2851  STATE/COUNTY-  GA/BUTTS
 DG2851  USGS QUAD   -  LOCUST GROVE (1981)
 DG2851
 DG2851                         *CURRENT SURVEY CONTROL
 DG2851  ___________________________________________________________________
 DG2851* NAD 83(1994)-  33 16 41.00935(N)    084 02 54.90695(W)     ADJUSTED  
 DG2851* NAVD 88     -       223.0    (meters)     732.     (feet)  VERTCON   
 DG2851  ___________________________________________________________________
 DG2851  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 DG2851  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DG2851
 DG2851  HORZ ORDER  -  SECOND
 DG2851
 DG2851.The horizontal coordinates were established by classical geodetic methods
 DG2851.and adjusted by the National Geodetic Survey in September 1997..
 DG2851
 DG2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2851
 DG2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2851
 DG2851.The geoid height was determined by GEOID03.
 DG2851
 DG2851;                    North         East     Units Scale Factor Converg.
 DG2851;SPC GA W     -   363,443.094   710,999.246   MT  0.99990149   +0 03 53.2
 DG2851;SPC GA W     - 1,192,396.22  2,332,670.03   sFT  0.99990149   +0 03 53.2
 DG2851;UTM  16      - 3,686,000.105   774,889.534   MT  1.00053176   +1 37 13.7
 DG2851;UTM  17      - 3,686,260.457   216,056.807   MT  1.00059415   -1 40 26.0
 DG2851
 DG2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2851!SPC GA W     -   0.99996944  x   0.99990149  =   0.99987094
 DG2851!UTM  16      -   0.99996944  x   1.00053176  =   1.00050119
 DG2851!UTM  17      -   0.99996944  x   1.00059415  =   1.00056357
 DG2851
 DG2851|---------------------------------------------------------------------|
 DG2851| PID    Reference Object                     Distance      Geod. Az  |
 DG2851|                                                           dddmmss.s |
 DG2851| DG2852 BV 018 203                          337.182 METERS 05814     |
 DG2851| CZ2894 BV 018 202 AZ MK                                   2245657.0 |
 DG2851|---------------------------------------------------------------------|
 DG2851
 DG2851                          SUPERSEDED SURVEY CONTROL
 DG2851
 DG2851  NAD 83(1986)-  33 16 41.01536(N)    084 02 54.90657(W) AD(       ) 2
 DG2851  NAD 27      -  33 16 40.58170(N)    084 02 55.21554(W) AD(       ) 2
 DG2851  NGVD 29 (07/19/86)  223.0    (m)          732.     (f) VERT ANG       
 DG2851
 DG2851.Superseded values are not recommended for survey control.
 DG2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2851.See file dsdata.txt to determine how the superseded data were derived.
 DG2851
 DG2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7489086000(NAD 83)
 DG2851_MARKER: DD = SURVEY DISK
 DG2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2851_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2851
 DG2851  HISTORY     - Date     Condition        Report By
 DG2851  HISTORY     - 1974     MONUMENTED       GADT
 DG2851  HISTORY     - 20050615 MARK NOT FOUND   GADT
 DG2851
 DG2851                          STATION DESCRIPTION
 DG2851
 DG2851'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2851'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH-SOUTHWEST
 DG2851'OF JENKINSBURG, 5 MILES WEST-SOUTHWEST OF JACKSON, AND 6 MILES
 DG2851'SOUTHEAST OF LOCUST GROVE ON STATE RIGHT OF WAY.
 DG2851'
 DG2851'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 DG2851'ROUTE 16, APPROXIMATELY 5-1/2 MILES SOUTHWEST OF JENKINSBURG, GO
 DG2851'EAST ALONG STATE ROUTE 16 FOR 1.5 MILES TO THE TOWALIGA
 DG2851'RIVER.  CONTINUE WEST ALONG STATE ROUTE 16 FOR 1.35 MILES TO THE
 DG2851'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ALONG STATE ROUTE 16
 DG2851'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DG2851'
 DG2851'THE STATION IS LOCATED 17 FEET NORTHWEST OF THE CENTERLINE OF
 DG2851'STATE ROUTE 16, 3.5 FEET SOUTHEAST OF A WITNESS POST AND 89.5 FEET
 DG2851'NORTHEAST OF A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED
 DG2851'018-202, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2851'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS
 DG2851'A STANDARD DISK STAMPED 018-202, SET IN AN IRREGULAR MASS OF
 DG2851'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 DG2851'GROUND.
 DG2851'
 DG2851'THE AZIMUTH MARK IS LOCATED 16.4 FEET SOUTHEAST OF THE CENTERLINE
 DG2851'OF STATE ROUTE 16, 3 FEET NORTHWEST OF A WITNESS POST, 68.5 FEET
 DG2851'EAST OF A POWER POLE ON THE NORTHWEST SIDE OF THE HIGHWAY, 43.5
 DG2851'FEET WEST OF A POWER POLE, AND 68.5 FEET SOUTHWEST OF A 14 INCH
 DG2851'PINE TREE.  IT IS A STANDARD DISK STAMPED 018-202 AZMK, SET IN
 DG2851'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2851'SURFACE OF THE GROUND.
 DG2851
 DG2851                          STATION RECOVERY (2005)
 DG2851
 DG2851'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG2851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2852 ***********************************************************************
 DG2852  DESIGNATION -  BV 018 203
 DG2852  PID         -  DG2852
 DG2852  STATE/COUNTY-  GA/BUTTS
 DG2852  USGS QUAD   -  LOCUST GROVE (1981)
 DG2852
 DG2852                         *CURRENT SURVEY CONTROL
 DG2852  ___________________________________________________________________
 DG2852* NAD 83(1994)-  33 16 46.77208(N)    084 02 43.82945(W)     ADJUSTED  
 DG2852* NAVD 88     -       227.8    (meters)     747.     (feet)  VERTCON   
 DG2852  ___________________________________________________________________
 DG2852  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DG2852  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DG2852
 DG2852  HORZ ORDER  -  SECOND
 DG2852
 DG2852.The horizontal coordinates were established by classical geodetic methods
 DG2852.and adjusted by the National Geodetic Survey in September 1997..
 DG2852
 DG2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2852
 DG2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2852
 DG2852.The geoid height was determined by GEOID03.
 DG2852
 DG2852;                    North         East     Units Scale Factor Converg.
 DG2852;SPC GA W     -   363,620.944   711,285.669   MT  0.99990157   +0 03 59.3
 DG2852;SPC GA W     - 1,192,979.71  2,333,609.73   sFT  0.99990157   +0 03 59.3
 DG2852;UTM  16      - 3,686,185.782   775,171.201   MT  1.00053367   +1 37 20.0
 DG2852;UTM  17      - 3,686,429.651   216,348.697   MT  1.00059211   -1 40 20.2
 DG2852
 DG2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2852!SPC GA W     -   0.99996869  x   0.99990157  =   0.99987026
 DG2852!UTM  16      -   0.99996869  x   1.00053367  =   1.00050234
 DG2852!UTM  17      -   0.99996869  x   1.00059211  =   1.00056078
 DG2852
 DG2852:                Primary Azimuth Mark                     Grid Az
 DG2852:SPC GA W     -  BV 018 203 AZ MK                         048 05 13.9
 DG2852:UTM  16      -  BV 018 203 AZ MK                         046 31 53.2
 DG2852:UTM  17      -  BV 018 203 AZ MK                         049 49 33.4
 DG2852
 DG2852|---------------------------------------------------------------------|
 DG2852| PID    Reference Object                     Distance      Geod. Az  |
 DG2852|                                                           dddmmss.s |
 DG2852| CZ2895 BV 018 203 AZ MK                                   0480913.2 |
 DG2852| DG2851 BV 018 202                          337.182 METERS 23814     |
 DG2852|---------------------------------------------------------------------|
 DG2852
 DG2852                          SUPERSEDED SURVEY CONTROL
 DG2852
 DG2852  NAD 83(1986)-  33 16 46.77813(N)    084 02 43.82903(W) AD(       ) 2
 DG2852  NAD 27      -  33 16 46.34438(N)    084 02 44.13864(W) AD(       ) 2
 DG2852  NGVD 29 (07/19/86)  227.8    (m)          747.     (f) VERT ANG       
 DG2852
 DG2852.Superseded values are not recommended for survey control.
 DG2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2852.See file dsdata.txt to determine how the superseded data were derived.
 DG2852
 DG2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7517186186(NAD 83)
 DG2852_MARKER: DD = SURVEY DISK
 DG2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2852+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 DG2852
 DG2852  HISTORY     - Date     Condition        Report By
 DG2852  HISTORY     - 1974     MONUMENTED       GADT
 DG2852  HISTORY     - 20050615 GOOD             GADT
 DG2852
 DG2852                          STATION DESCRIPTION
 DG2852
 DG2852'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2852'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH OF JENKINSBURG,
 DG2852'4-3/4 MILES WEST-SOUTHWEST OF JACKSON, AND 6 MILES SOUTHEAST OF
 DG2852'LOCUST GROVE ON STATE RIGHT OF WAY.
 DG2852'
 DG2852'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 DG2852'ROUTE 16, APPROXIMATELY 5-1/2 MILES SOUTHWEST OF JENKINSBURG, GO
 DG2852'EAST ON STATE ROUTE 16 FOR 1.5 MILES TO THE TOWALIGA
 DG2852'RIVER.  CONTINUE EAST ALONG STATE ROUTE 16 FOR 1.8 MILES TO THE
 DG2852'STATION ON THE RIGHT.
 DG2852'
 DG2852'THE STATION IS LOCATED 18.5 FEET SOUTHEAST OF THE CENTERLINE OF
 DG2852'STATE ROUTE 16, 3.7 FEET NORTHWEST OF A WITNESS POST, 186.0 FEET
 DG2852'NORTH OF A POWER POLE, 64.0 FEET SOUTHEAST OF A 4 INCH DECIDUOUS
 DG2852'TREE ON THE NORTHWEST SIDE OF THE HIGHWAY, AND 89.5 FEET SOUTH
 DG2852'OF ANOTHER 4 INCH DECIDUOUS TREE ON THE NORTHWEST SIDE OF THE
 DG2852'HIGHWAY.  IT IS A STANDARD BRASS DISK STAMPED 018-203, SET IN
 DG2852'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2852'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2852'DISK STAMPED 018-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2852'APPROXIMATELY 0.76 METER BELOW THE GROUND SURFACE.
 DG2852'
 DG2852'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 DG2852'STATE ROUTE 16 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 DG2852'IS LOCATED 39.9 FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE
 DG2852'ROUTE 16, 98 FEET SOUTHWEST OF A 4 INCH OAK TREE, 19 FEET
 DG2852'SOUTH-SOUTHWEST OF A 12 INCH OAK TREE, AND 12.1 FEET
 DG2852'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DG2852'STAMPED 018-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2852'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG2852
 DG2852                          STATION RECOVERY (2005)
 DG2852
 DG2852'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG2852'BV 018-203 AZMK WAS FOUND IN GOOD CONDITION AS WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2128 ***********************************************************************
 DG2128  DESIGNATION -  BV 018 204
 DG2128  PID         -  DG2128
 DG2128  STATE/COUNTY-  GA/BUTTS
 DG2128  USGS QUAD   -  LOCUST GROVE (1981)
 DG2128
 DG2128                         *CURRENT SURVEY CONTROL
 DG2128  ___________________________________________________________________
 DG2128* NAD 83(1994)-  33 19 32.29787(N)    084 00 43.47983(W)     ADJUSTED  
 DG2128* NAVD 88     -       222.083  (meters)     728.62   (feet)  ADJUSTED  
 DG2128  ___________________________________________________________________
 DG2128  X           -     556,528.450 (meters)                     COMP
 DG2128  Y           -  -5,305,773.029 (meters)                     COMP
 DG2128  Z           -   3,484,298.143 (meters)                     COMP
 DG2128  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DG2128  ELLIP HEIGHT-         193.67  (meters)          (12/11/97) GPS OBS
 DG2128  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DG2128  DYNAMIC HT  -         221.835 (meters)     727.80  (feet)  COMP
 DG2128  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 DG2128
 DG2128  HORZ ORDER  -  FIRST
 DG2128  VERT ORDER  -  FIRST     CLASS II
 DG2128  ELLP ORDER  -  FOURTH    CLASS I
 DG2128
 DG2128.The horizontal coordinates were established by GPS observations
 DG2128.and adjusted by the National Geodetic Survey in December 1997..
 DG2128
 DG2128.The orthometric height was determined by differential leveling
 DG2128.and adjusted by the National Geodetic Survey in June 1991..
 DG2128
 DG2128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG2128
 DG2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2128
 DG2128.The ellipsoidal height was determined by GPS observations
 DG2128.and is referenced to NAD 83.
 DG2128
 DG2128.The geoid height was determined by GEOID03.
 DG2128
 DG2128.The dynamic height is computed by dividing the NAVD 88
 DG2128.geopotential number by the normal gravity value computed on the
 DG2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2128.degrees latitude (g = 980.6199 gals.).
 DG2128
 DG2128.The modeled gravity was interpolated from observed gravity values.
 DG2128
 DG2128;                    North         East     Units Scale Factor Converg.
 DG2128;SPC GA W     -   368,724.121   714,392.097   MT  0.99990255   +0 05 05.8
 DG2128;SPC GA W     - 1,209,722.39  2,343,801.40   sFT  0.99990255   +0 05 05.8
 DG2128;UTM  16      - 3,691,374.794   778,139.752   MT  1.00055391   +1 38 33.4
 DG2128;UTM  17      - 3,691,439.561   219,610.840   MT  1.00056941   -1 39 21.3
 DG2128
 DG2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2128!SPC GA W     -   0.99996960  x   0.99990255  =   0.99987215
 DG2128!UTM  16      -   0.99996960  x   1.00055391  =   1.00052349
 DG2128!UTM  17      -   0.99996960  x   1.00056941  =   1.00053899
 DG2128
 DG2128|---------------------------------------------------------------------|
 DG2128| PID    Reference Object                     Distance      Geod. Az  |
 DG2128|                                                           dddmmss.s |
 DG2128| DG2854 BV 018 204 GADT 1974 PTA             17.336 METERS 15152     |
 DG2128| CZ2896 BV 018 204 AZ MK                                   2515934.2 |
 DG2128|---------------------------------------------------------------------|
 DG2128
 DG2128                          SUPERSEDED SURVEY CONTROL
 DG2128
 DG2128  NAD 83(1994)-  33 19 32.29787(N)    084 00 43.47983(W) AD(       ) 2
 DG2128  NAD 83(1986)-  33 19 32.30394(N)    084 00 43.47954(W) AD(       ) 2
 DG2128  NAD 27      -  33 19 31.87350(N)    084 00 43.79112(W) AD(       ) 2
 DG2128  NAVD 88 (12/11/97)  222.08   (m)          728.6    (f) LEVELING    3  
 DG2128  NGVD 29 (07/19/86)  222.     (m)          728.     (f) VERT ANG       
 DG2128
 DG2128.Superseded values are not recommended for survey control.
 DG2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2128.See file dsdata.txt to determine how the superseded data were derived.
 DG2128
 DG2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7814091375(NAD 83)
 DG2128_MARKER: DD = SURVEY DISK
 DG2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2128_SP_SET: CONCRETE POST
 DG2128_STAMPING: B.V. 018-204
 DG2128_MARK LOGO: GADT  
 DG2128_PROJECTION: FLUSH
 DG2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2128+STABILITY: SURFACE MOTION
 DG2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2128+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 DG2128
 DG2128  HISTORY     - Date     Condition        Report By
 DG2128  HISTORY     - 1974     MONUMENTED       GADT
 DG2128  HISTORY     - 1979     GOOD             NGS
 DG2128  HISTORY     - 19970117 GOOD             MSI
 DG2128  HISTORY     - 20001101 GOOD             GADT
 DG2128  HISTORY     - 20050412 GOOD             GAPC
 DG2128
 DG2128                          STATION DESCRIPTION
 DG2128
 DG2128'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2128'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES EAST OF
 DG2128'JENKINSBURG, 3-1/2 MILES NORTHWEST OF JACKSON, AND 6 MILES
 DG2128'EAST-SOUTHEAST OF LOCUST GROVE ON STATE RIGHT OF WAY.
 DG2128'
 DG2128'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 42 AND
 DG2128'STATE ROUTE 16 IN WEST JACKSON, GO NORTHWEST ALONG STATE ROUTE 42
 DG2128'FOR 1.05 MILES TO THE JUNCTION OF COUNTY ROAD 214 TO THE
 DG2128'LEFT.  CONTINUE NORTHWEST ALONG STATE ROUTE 42 FOR 2.4 MILES TO
 DG2128'THE STATION ON THE RIGHT.
 DG2128'
 DG2128'THE STATION IS LOCATED 38.8 FEET NORTH OF THE CENTERLINE OF STATE
 DG2128'ROUTE 42, 28.0 FEET SOUTH OF THE CENTERLINE OF THE SOUTHERN
 DG2128'RAILWAY TRACKS, 3.2 FEET SOUTH OF A WITNESS POST, AND 86 FEET
 DG2128'NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY.  IT
 DG2128'IS A STANDARD BRASS DISK STAMPED 018-204, SET IN THE TOP OF A
 DG2128'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2128'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2128'018-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2128'0.76 METER BELOW THE SURFACE OF THE GROUND.
 DG2128'
 DG2128'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ALONG
 DG2128'STATE ROUTE 42 FOR 0.5 MILE TO THE MARK ON THE LEFT.  IT IS
 DG2128'LOCATED 27 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 42, 3.5
 DG2128'FEET NORTH OF A WITNESS POST SET AT A FENCELINE, 9.8 FEET
 DG2128'NORTHEAST OF A POWER POLE, AND 180 FEET WEST OF THE CENTERLINE OF
 DG2128'A DRIVEWAY TO THE NORTH.  IT IS A STANDARD DISK STAMPED 018-204
 DG2128'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2128'FLUSH WITH THE SURFACE OF THE GROUND.
 DG2128
 DG2128                          STATION RECOVERY (1979)
 DG2128
 DG2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DG2128'4.05 MI NW FROM JACKSON.
 DG2128'4.05 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG2128'JACKSON, AT A PRIVATE PAVED CROSSING BETWEEN THE RAILROAD AND US
 DG2128'HIGHWAY 23, 18.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 DG2128'TRACK, 39.1 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 DG2128'198.6 FEET WEST OF HIGHWAY MILE POST 13, 60.8 FEET SOUTHWEST OF A 6
 DG2128'INCH WOODEN POST TO A CROSSING SIGN, 52.5 FEET SOUTH OF THE CENTER OF
 DG2128'THE CROSSING, AND 42.5 FEET SOUTHWEST OF THE CENTER OF THE PRIVATE
 DG2128'ROAD.
 DG2128'THE MARK IS 3 FT  SE FROM  BV 018 204
 DG2128'THE MARK IS 2 FT BELOW RAILROAD.
 DG2128
 DG2128                          STATION RECOVERY (1997)
 DG2128
 DG2128'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 DG2128'RECOVERED AS DESCRIBED.
 DG2128
 DG2128                          STATION RECOVERY (2000)
 DG2128
 DG2128'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG2128'RECOVERED IN GOOD CONDITION.
 DG2128
 DG2128                          STATION RECOVERY (2005)
 DG2128
 DG2128'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 DG2128'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2542 ***********************************************************************
 DF2542  DESIGNATION -  BV 018 205
 DF2542  PID         -  DF2542
 DF2542  STATE/COUNTY-  GA/BUTTS
 DF2542  USGS QUAD   -  JACKSON (1985)
 DF2542
 DF2542                         *CURRENT SURVEY CONTROL
 DF2542  ___________________________________________________________________
 DF2542* NAD 83(1994)-  33 18 23.43723(N)    083 59 21.82739(W)     ADJUSTED  
 DF2542* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 DF2542  ___________________________________________________________________
 DF2542  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DF2542  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DF2542
 DF2542  HORZ ORDER  -  SECOND
 DF2542
 DF2542.The horizontal coordinates were established by classical geodetic methods
 DF2542.and adjusted by the National Geodetic Survey in September 1997..
 DF2542
 DF2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2542
 DF2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2542
 DF2542.The geoid height was determined by GEOID03.
 DF2542
 DF2542;                    North         East     Units Scale Factor Converg.
 DF2542;SPC GA W     -   366,606.205   716,507.308   MT  0.99990336   +0 05 50.4
 DF2542;SPC GA W     - 1,202,773.86  2,350,741.06   sFT  0.99990336   +0 05 50.4
 DF2542;UTM  17      - 3,689,256.943   221,662.105   MT  1.00055528   -1 38 33.3
 DF2542;UTM  16      - 3,689,313.788   780,313.169   MT  1.00056889   +1 39 15.3
 DF2542
 DF2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2542!SPC GA W     -   0.99997086  x   0.99990336  =   0.99987422
 DF2542!UTM  17      -   0.99997086  x   1.00055528  =   1.00052612
 DF2542!UTM  16      -   0.99997086  x   1.00056889  =   1.00053973
 DF2542
 DF2542|---------------------------------------------------------------------|
 DF2542| PID    Reference Object                     Distance      Geod. Az  |
 DF2542|                                                           dddmmss.s |
 DF2542| DF2541 BV 018 205 GADT 1974 PTA             16.985 METERS 21611     |
 DF2542| DG2848 BUTTRILL                            APPROX. 2.6 KM 2325049.9 |
 DF2542| CY7431 BV 018 205 AZ MK                                   2664209.9 |
 DF2542|---------------------------------------------------------------------|
 DF2542
 DF2542                          SUPERSEDED SURVEY CONTROL
 DF2542
 DF2542  NAD 83(1986)-  33 18 23.44334(N)    083 59 21.82709(W) AD(       ) 2
 DF2542  NAD 27      -  33 18 23.01045(N)    083 59 22.14181(W) AD(       ) 2
 DF2542  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 DF2542
 DF2542.Superseded values are not recommended for survey control.
 DF2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2542.See file dsdata.txt to determine how the superseded data were derived.
 DF2542
 DF2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2166289257(NAD 83)
 DF2542_MARKER: DD = SURVEY DISK
 DF2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2542+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 DF2542
 DF2542  HISTORY     - Date     Condition        Report By
 DF2542  HISTORY     - 1974     MONUMENTED       GADT
 DF2542  HISTORY     - 20040313 GOOD             METRIC
 DF2542
 DF2542                          STATION DESCRIPTION
 DF2542
 DF2542'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2542'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTHWEST OF
 DF2542'JACKSON, 3 MILES EAST-SOUTHEAST OF JENKINSBURG, AND 7-3/4 MILES
 DF2542'EAST-SOUTHEAST OF LOCUST GROVE ON COUNTY RIGHT OF WAY.
 DF2542'
 DF2542'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 42 AND STATE
 DF2542'ROUTE 16, IN WEST JACKSON, GO NORTHWEST ON STATE ROUTE 42 FOR 1.05
 DF2542'MILES TO THE JUNCTION OF COUNTY ROAD 214 TO THE LEFT.  TURN LEFT,
 DF2542'GOING WEST ALONG COUNTY ROAD 214 FOR 0.5 MILE TO THE STATION ON
 DF2542'THE RIGHT.
 DF2542'
 DF2542'THE STATION IS LOCATED 34 FEET NORTH OF THE CENTERLINE OF COUNTY
 DF2542'ROAD 214, 3.5 FEET SOUTH OF A WITNESS POST, 318 FEET WEST OF THE
 DF2542'PROJECTED EDGE OF A TREE LINE ON THE NORTH SIDE OF THE ROAD
 DF2542'PERPENDICULAR TO THE CENTERLINE OF THE ROAD, AND 373 FEET WEST OF
 DF2542'THE CENTERLINE OF A DRIVEWAY TO THE SOUTH.  IT IS A STANDARD
 DF2542'BRASS DISK STAMPED 018-205, SET IN THE TOP OF A 10 INCH
 DF2542'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2542'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2542'018-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2542'0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2542'
 DF2542'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 DF2542'COUNTY ROAD 214 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 DF2542'IS LOCATED 17 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 214,
 DF2542'115.3 FEET SOUTHEAST OF A POWER POLE, AND 3.1 FEET NORTH OF A
 DF2542'WITNESS POST.  IT IS A STANDARD DISK STAMPED 018-205 AZMK, SET
 DF2542'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2542'SURFACE OF THE GROUND.
 DF2542
 DF2542                          STATION RECOVERY (2004)
 DF2542
 DF2542'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2476 ***********************************************************************
 DF2476  DESIGNATION -  BV 018 206
 DF2476  PID         -  DF2476
 DF2476  STATE/COUNTY-  GA/BUTTS
 DF2476  USGS QUAD   -  BERNER (1981)
 DF2476
 DF2476                         *CURRENT SURVEY CONTROL
 DF2476  ___________________________________________________________________
 DF2476* NAD 83(1994)-  33 13 37.76974(N)    083 52 24.27323(W)     ADJUSTED  
 DF2476* NAVD 88     -       188.     (meters)     617.     (feet)  VERTCON   
 DF2476  ___________________________________________________________________
 DF2476  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 DF2476  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DF2476
 DF2476  HORZ ORDER  -  SECOND
 DF2476
 DF2476.The horizontal coordinates were established by classical geodetic methods
 DF2476.and adjusted by the National Geodetic Survey in September 1997..
 DF2476
 DF2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2476
 DF2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2476
 DF2476.The geoid height was determined by GEOID03.
 DF2476
 DF2476;                    North         East     Units Scale Factor Converg.
 DF2476;SPC GA W     -   357,830.515   727,332.721   MT  0.99990921   +0 09 38.5
 DF2476;SPC GA W     - 1,173,982.28  2,386,257.44   sFT  0.99990921   +0 09 38.5
 DF2476;UTM  17      - 3,680,151.375   232,222.847   MT  1.00048417   -1 34 31.6
 DF2476
 DF2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2476!SPC GA W     -   0.99997487  x   0.99990921  =   0.99988408
 DF2476!UTM  17      -   0.99997487  x   1.00048417  =   1.00045903
 DF2476
 DF2476:                Primary Azimuth Mark                     Grid Az
 DF2476:SPC GA W     -  BV 018 206 AZ MK                         148 35 16.9
 DF2476:UTM  17      -  BV 018 206 AZ MK                         150 19 27.0
 DF2476
 DF2476|---------------------------------------------------------------------|
 DF2476| PID    Reference Object                     Distance      Geod. Az  |
 DF2476|                                                           dddmmss.s |
 DF2476| CY7432 BV 018 206 AZ MK                                   1484455.4 |
 DF2476| DF2475 BV 018 206 GADT 1974 PTA             11.400 METERS 21135     |
 DF2476|---------------------------------------------------------------------|
 DF2476
 DF2476                          SUPERSEDED SURVEY CONTROL
 DF2476
 DF2476  NAD 83(1986)-  33 13 37.77603(N)    083 52 24.27246(W) AD(       ) 2
 DF2476  NAD 27      -  33 13 37.32973(N)    083 52 24.63053(W) AD(       ) 2
 DF2476  NGVD 29 (07/19/86)  188.     (m)          617.     (f) VERT ANG       
 DF2476
 DF2476.Superseded values are not recommended for survey control.
 DF2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2476.See file dsdata.txt to determine how the superseded data were derived.
 DF2476
 DF2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3222380151(NAD 83)
 DF2476_MARKER: DD = SURVEY DISK
 DF2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2476
 DF2476  HISTORY     - Date     Condition        Report By
 DF2476  HISTORY     - 1974     MONUMENTED       GADT
 DF2476
 DF2476                          STATION DESCRIPTION
 DF2476
 DF2476'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2476'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHEAST OF
 DF2476'FLOVILLA, 3 MILES EAST-SOUTHEAST OF INDIAN SPRINGS, AND 7 MILES
 DF2476'SOUTHEAST OF JACKSON ON STATE RIGHT OF WAY.
 DF2476'
 DF2476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 DF2476'ROUTE 87) AND STATE ROUTE 42, LOCATED 1 MILE NORTHWEST OF FLOVILLA,
 DF2476'APPROXIMATELY 1-1/2 MILES EAST-NORTHEAST OF INDIAN SPRINGS, GO
 DF2476'SOUTHEAST ON U.S. HIGHWAY 23 (STATE ROUTE 87) FOR 3.45 MILES TO
 DF2476'THE STATION ON THE LEFT.
 DF2476'
 DF2476'THE STATION IS LOCATED 127 FEET NORTHEAST OF THE CENTERLINE OF
 DF2476'U.S. HIGHWAY 23, 175 FEET SOUTHWEST OF A 20 INCH OAK TREE, AND 3
 DF2476'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DF2476'018-206, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2476'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2476'IS A STANDARD DISK STAMPED 018-206, SET IN AN IRREGULAR MASS OF
 DF2476'CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE
 DF2476'GROUND.
 DF2476'
 DF2476'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ALONG
 DF2476'SOUTHEAST ON U.S. HIGHWAY 23 FOR 0.45 MILE TO THE MARK ON THE
 DF2476'RIGHT.  IT IS LOCATED 44 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2476'U.S. HIGHWAY 23, 24 FEET NORTH OF A 4 INCH PINE, 42 FEET SOUTHEAST
 DF2476'OF A POWER POLE, AND 4 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 DF2476'STANDARD DISK STAMPED 018-206 AZMK, SET IN THE TOP OF A 10 INCH
 DF2476'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2552 ***********************************************************************
 DF2552  DESIGNATION -  BV 018 207
 DF2552  PID         -  DF2552
 DF2552  STATE/COUNTY-  GA/BUTTS
 DF2552  USGS QUAD   -  WORTHVILLE (1985)
 DF2552
 DF2552                         *CURRENT SURVEY CONTROL
 DF2552  ___________________________________________________________________
 DF2552* NAD 83(1994)-  33 22 43.86828(N)    083 54 24.47395(W)     ADJUSTED  
 DF2552* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 DF2552  ___________________________________________________________________
 DF2552  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DF2552  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DF2552
 DF2552  HORZ ORDER  -  SECOND
 DF2552
 DF2552.The horizontal coordinates were established by classical geodetic methods
 DF2552.and adjusted by the National Geodetic Survey in September 1997..
 DF2552
 DF2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2552
 DF2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2552
 DF2552.The geoid height was determined by GEOID03.
 DF2552
 DF2552;                    North         East     Units Scale Factor Converg.
 DF2552;SPC GA W     -   374,645.035   724,178.826   MT  0.99990721   +0 08 34.7
 DF2552;SPC GA W     - 1,229,147.92  2,375,910.03   sFT  0.99990721   +0 08 34.7
 DF2552;UTM  17      - 3,697,063.776   229,579.320   MT  1.00050168   -1 36 00.8
 DF2552
 DF2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2552!SPC GA W     -   0.99997370  x   0.99990721  =   0.99988091
 DF2552!UTM  17      -   0.99997370  x   1.00050168  =   1.00047537
 DF2552
 DF2552|---------------------------------------------------------------------|
 DF2552| PID    Reference Object                     Distance      Geod. Az  |
 DF2552|                                                           dddmmss.s |
 DF2552| DF2553 BV 018 207 GADT 1974 PTA              9.244 METERS 03405     |
 DF2552| CY7433 BV 018 207 AZ MK                                   2163416.9 |
 DF2552|---------------------------------------------------------------------|
 DF2552
 DF2552                          SUPERSEDED SURVEY CONTROL
 DF2552
 DF2552  NAD 83(1986)-  33 22 43.87445(N)    083 54 24.47342(W) AD(       ) 2
 DF2552  NAD 27      -  33 22 43.44425(N)    083 54 24.81560(W) AD(       ) 2
 DF2552  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 DF2552
 DF2552.Superseded values are not recommended for survey control.
 DF2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2552.See file dsdata.txt to determine how the superseded data were derived.
 DF2552
 DF2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2957997064(NAD 83)
 DF2552_MARKER: DD = SURVEY DISK
 DF2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2552
 DF2552  HISTORY     - Date     Condition        Report By
 DF2552  HISTORY     - 1974     MONUMENTED       GADT
 DF2552
 DF2552                          STATION DESCRIPTION
 DF2552
 DF2552'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2552'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES NORTH-NORTHEAST
 DF2552'OF JACKSON, 8-1/4 MILES NORTHEAST OF JENKINSBURG, AND 12 MILES
 DF2552'EAST OF LOCUST GROVE ON STATE RIGHT OF WAY.
 DF2552'
 DF2552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 DF2552'(STATE ROUTE 42) AND STATE ROUTE 36, ON THE EAST SIDE OF JACKSON,
 DF2552'GO NORTH ON STATE ROUTE 36 FOR 2.85 MILES TO THE JUNCTION OF
 DF2552'COUNTY ROAD 91997 CROSSING.  CONTINUE NORTH ON STATE ROUTE 36
 DF2552'FOR 2.05 MILES TO HIGHWAY MILEPOST 14.  CONTINUE NORTHEAST ALONG
 DF2552'STATE ROUTE 36 FOR 3.1 MILES TO THE STATION ON THE LEFT.
 DF2552'
 DF2552'THE STATION IS LOCATED 44.5 FEET NORTHWEST OF THE CENTERLINE OF
 DF2552'STATE ROUTE 36, 73.7 FEET NORTHEAST OF A 20 INCH PECAN TREE,
 DF2552'10.5 FEET SOUTHWEST OF A POWER POLE, 82.0 FEET WEST OF A POWER
 DF2552'POLE ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND 3.5 FEET SOUTHEAST
 DF2552'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 018-207,
 DF2552'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2552'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2552'STANDARD DISK STAMPED 018-207, SET IN AN IRREGULAR MASS OF
 DF2552'CONCRETE APPROXIMATELY 0.78 METER BELOW THE SURFACE OF
 DF2552'THE GROUND.
 DF2552'
 DF2552'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 DF2552'STATE ROUTE 36 FOR 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS
 DF2552'LOCATED 33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 93.0
 DF2552'FEET SOUTHEAST OF A 10 INCH PINE TREE ON THE NORTHWEST SIDE OF
 DF2552'THE HIGHWAY, AND 3 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 DF2552'STANDARD DISK STAMPED 018-207 AZMK, SET IN THE TOP OF A 10 INCH
 DF2552'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2539 ***********************************************************************
 DF2539  DESIGNATION -  BV 018 209
 DF2539  PID         -  DF2539
 DF2539  STATE/COUNTY-  GA/BUTTS
 DF2539  USGS QUAD   -  JACKSON (1985)
 DF2539
 DF2539                         *CURRENT SURVEY CONTROL
 DF2539  ___________________________________________________________________
 DF2539* NAD 83(1994)-  33 18 11.11832(N)    083 54 43.68336(W)     ADJUSTED  
 DF2539* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 DF2539  ___________________________________________________________________
 DF2539  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DF2539  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DF2539
 DF2539  HORZ ORDER  -  SECOND
 DF2539
 DF2539.The horizontal coordinates were established by classical geodetic methods
 DF2539.and adjusted by the National Geodetic Survey in September 1997..
 DF2539
 DF2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2539
 DF2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2539
 DF2539.The geoid height was determined by GEOID03.
 DF2539
 DF2539;                    North         East     Units Scale Factor Converg.
 DF2539;SPC GA W     -   366,241.604   723,702.869   MT  0.99990692   +0 08 23.1
 DF2539;SPC GA W     - 1,201,577.66  2,374,348.50   sFT  0.99990692   +0 08 23.1
 DF2539;UTM  17      - 3,688,673.683   228,847.774   MT  1.00050658   -1 35 59.8
 DF2539
 DF2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2539!SPC GA W     -   0.99997288  x   0.99990692  =   0.99987980
 DF2539!UTM  17      -   0.99997288  x   1.00050658  =   1.00047944
 DF2539
 DF2539:                Primary Azimuth Mark                     Grid Az
 DF2539:SPC GA W     -  STARK                                    008 10 12.1
 DF2539:UTM  17      -  STARK                                    009 54 35.0
 DF2539
 DF2539|---------------------------------------------------------------------|
 DF2539| PID    Reference Object                     Distance      Geod. Az  |
 DF2539|                                                           dddmmss.s |
 DF2539| DF2543 STARK                               APPROX. 3.3 KM 0081835.2 |
 DF2539| DF2540 BV 018 209 GADT 1974 PTA             20.531 METERS 03838     |
 DF2539| CY7435 BV 018 209 AZ MK                                   2443005.7 |
 DF2539|---------------------------------------------------------------------|
 DF2539
 DF2539                          SUPERSEDED SURVEY CONTROL
 DF2539
 DF2539  NAD 83(1986)-  33 18 11.12460(N)    083 54 43.68268(W) AD(       ) 2
 DF2539  NAD 27      -  33 18 10.68753(N)    083 54 44.02757(W) AD(       ) 2
 DF2539  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 DF2539
 DF2539.Superseded values are not recommended for survey control.
 DF2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2539.See file dsdata.txt to determine how the superseded data were derived.
 DF2539
 DF2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2884888674(NAD 83)
 DF2539_MARKER: DD = SURVEY DISK
 DF2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2539+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 DF2539
 DF2539  HISTORY     - Date     Condition        Report By
 DF2539  HISTORY     - 1974     MONUMENTED       GADT
 DF2539  HISTORY     - 20040313 GOOD             METRIC
 DF2539
 DF2539                          STATION DESCRIPTION
 DF2539
 DF2539'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2539'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST OF JACKSON,
 DF2539'3-3/4 MILES NORTH OF INDIAN SPRINGS, AND 11-3/4 MILES EAST-SOUTHEAST
 DF2539'OF LOCUST GROVE ON MR. DAVES PROPERTY.
 DF2539'
 DF2539'TO REACH THE STATION FROM THE BUTTS COUNTY COURTHOUSE, IN
 DF2539'JACKSON, GO EAST ALONG U.S. HIGHWAY 23 (STATE ROUTE 42) AND STATE
 DF2539'ROUTE 16 FOR 0.7 MILE TO THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 DF2539'ROUTE 42) FORKING TO THE RIGHT.  CONTINUE EAST ALONG STATE ROUTE
 DF2539'16 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD 91567 TO THE
 DF2539'LEFT.  TURN LEFT, GOING NORTHEAST ALONG COUNTY ROAD 91567 FOR
 DF2539'1.0 MILE TO THE JUNCTION OF COUNTY ROAD 85 FORKING TO THE
 DF2539'LEFT.  CONTINUE NORTHEASTERLY ALONG COUNTY ROAD 91567 FOR 0.75
 DF2539'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEASTERLY
 DF2539'ALONG COUNTY ROAD 91567 FOR 0.15 MILE TO THE STATION ON THE
 DF2539'LEFT.
 DF2539'
 DF2539'THE STATION IS LOCATED 59 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DF2539'OF COUNTY ROAD 91567, 4.8 FEET NORTH-NORTHWEST OF A WITNESS POST
 DF2539'SET AT A FENCELINE, 44.5 FEET WEST OF A TELEPHONE POLE, 29.8
 DF2539'FEET NORTHEAST OF AN EAST GATE POST, AND 44.0 FEET NORTHEAST
 DF2539'OF A WEST GATE POST AND CORNER FENCE POST.  THE STATION IS A
 DF2539'STANDARD BRASS DISK STAMPED 018-209, SET IN THE TOP OF A 10 INCH
 DF2539'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2539'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DF2539'018-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 DF2539'METER BELOW THE SURFACE OF THE GROUND.
 DF2539'
 DF2539'THE AZIMUTH MARK IS LOCATED 31 FEET NORTH-NORTHWEST OF THE
 DF2539'CENTERLINE OF COUNTY ROAD 91567, 43 FEET WEST-SOUTHWEST OF THE
 DF2539'CENTERLINE OF A DRIVEWAY TO THE NORTHWEST, 32.2 FEET SOUTHWEST
 DF2539'OF A RIGHT OF WAY MARKER, 270.0 FEET SOUTHWEST OF A POWER POLE,
 DF2539'AND 3.2 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2539'STAMPED 018-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2539'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2539
 DF2539                          STATION RECOVERY (2004)
 DF2539
 DF2539'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2539'FENCE IN ORIGINAL DESCRIPTION HAS BEEN MOVED.  MARK IS NOW 10.6 FEET
 DF2539'N-N/W OF HOGWIRE FENCE.  THE ORIGINAL WP WAS FOUND BROKEN OFF AND
 DF2539'WOVEN INTO THE FENCE PERPENDICULAR TO THE STATION.  AZIMUTH MARK
 DF2539'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2049 ***********************************************************************
 BT2049  DESIGNATION -  BV 019 200
 BT2049  PID         -  BT2049
 BT2049  STATE/COUNTY-  GA/CALHOUN
 BT2049  USGS QUAD   -  BLUFFTON (1973)
 BT2049
 BT2049                         *CURRENT SURVEY CONTROL
 BT2049  ___________________________________________________________________
 BT2049* NAD 83(1994)-  31 35 57.44889(N)    084 45 39.80332(W)     ADJUSTED  
 BT2049* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 BT2049  ___________________________________________________________________
 BT2049  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BT2049  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT2049
 BT2049  HORZ ORDER  -  SECOND
 BT2049
 BT2049.The horizontal coordinates were established by classical geodetic methods
 BT2049.and adjusted by the National Geodetic Survey in September 1997..
 BT2049
 BT2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2049
 BT2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2049
 BT2049.The geoid height was determined by GEOID03.
 BT2049
 BT2049;                    North         East     Units Scale Factor Converg.
 BT2049;SPC GA W     -   177,442.706   643,596.529   MT  0.99993922   -0 18 41.2
 BT2049;SPC GA W     -   582,159.94  2,111,532.95   sFT  0.99993922   -0 18 41.2
 BT2049;UTM  16      - 3,498,196.930   712,419.300   MT  1.00015655   +1 10 24.9
 BT2049
 BT2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2049!SPC GA W     -   0.99998735  x   0.99993922  =   0.99992657
 BT2049!UTM  16      -   0.99998735  x   1.00015655  =   1.00014390
 BT2049
 BT2049|---------------------------------------------------------------------|
 BT2049| PID    Reference Object                     Distance      Geod. Az  |
 BT2049|                                                           dddmmss.s |
 BT2049| BT2048 BV 019 200 GADT 1973 PTA             28.944 METERS 00431     |
 BT2049| CY8383 BV 019 200 AZ MK                                   3120007.8 |
 BT2049|---------------------------------------------------------------------|
 BT2049
 BT2049                          SUPERSEDED SURVEY CONTROL
 BT2049
 BT2049  NAD 83(1994)-  31 35 57.45708(N)    084 45 39.80581(W) AD(       ) 2
 BT2049  NAD 83(1986)-  31 35 57.45751(N)    084 45 39.80543(W) AD(       ) 2
 BT2049  NAD 27      -  31 35 56.84410(N)    084 45 40.09799(W) AD(       ) 2
 BT2049  NGVD 29 (07/19/86)  107.2    (m)          352.     (f) VERT ANG       
 BT2049
 BT2049.Superseded values are not recommended for survey control.
 BT2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2049.See file dsdata.txt to determine how the superseded data were derived.
 BT2049
 BT2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1241998197(NAD 83)
 BT2049_MARKER: DD = SURVEY DISK
 BT2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2049
 BT2049  HISTORY     - Date     Condition        Report By
 BT2049  HISTORY     - 1973     MONUMENTED       GADT
 BT2049
 BT2049                          STATION DESCRIPTION
 BT2049
 BT2049'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2049'THE STATION IS ABOUT 2.8 MILES NORTH AND 1.3 MILES WEST OF EDISON,
 BT2049'5.0 MILES SOUTH AND 7.4 MILES EAST OF COLEMAN, 10.8 MILES SOUTH
 BT2049'AND 8.5 MILES WEST OF SHELLMAN.
 BT2049'
 BT2049'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND GA. 216
 BT2049'IN EDISON, PROCEED NORTH ON GA. 216 FOR 3.65 MILES TO STATION ON
 BT2049'THE RIGHT.  TO REACH THE AZIMUTH MARK, PROCEED NORTH ON GA. 216
 BT2049'FROM THE STATION FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT2049'
 BT2049'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2049'OF TRANSPORTATION, STAMPED 019-200.  THE SURFACE DISK IS SET IN
 BT2049'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2049'WITH THE GROUND.  IT IS 3.5 FEET WEST OF A WITNESS POST, 48.0 FEET
 BT2049'EAST OF A PAVED ROAD, AND 101.0 FEET SOUTHWEST OF CORNER OF A
 BT2049'BARN.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT2049'CONCRETE 1.62 FEET BELOW THE SURFACE DISK.
 BT2049'
 BT2049'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2049'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2049'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2049'GROUND.  IT IS 4.0 FEET SOUTH OF A POWER POLE, 50.6 FEET WEST OF
 BT2049'A PAVED ROAD, AND 66.0 FEET EAST OF A TELEPHONE POLE.
 BT2049'
 BT2049'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2015 ***********************************************************************
 BT2015  DESIGNATION -  BV 019 201
 BT2015  PID         -  BT2015
 BT2015  STATE/COUNTY-  GA/CALHOUN
 BT2015  USGS QUAD   -  MORGAN (1973)
 BT2015
 BT2015                         *CURRENT SURVEY CONTROL
 BT2015  ___________________________________________________________________
 BT2015* NAD 83(1994)-  31 35 55.09396(N)    084 36 17.69266(W)     ADJUSTED  
 BT2015* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 BT2015  ___________________________________________________________________
 BT2015  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT2015  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BT2015
 BT2015  HORZ ORDER  -  SECOND
 BT2015
 BT2015.The horizontal coordinates were established by classical geodetic methods
 BT2015.and adjusted by the National Geodetic Survey in September 1997..
 BT2015
 BT2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2015
 BT2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2015
 BT2015.The geoid height was determined by GEOID03.
 BT2015
 BT2015;                    North         East     Units Scale Factor Converg.
 BT2015;SPC GA W     -   177,300.216   658,413.172   MT  0.99992132   -0 13 46.7
 BT2015;SPC GA W     -   581,692.46  2,160,143.88   sFT  0.99992132   -0 13 46.7
 BT2015;UTM  16      - 3,498,438.549   727,238.607   MT  1.00023692   +1 15 19.7
 BT2015
 BT2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2015!SPC GA W     -   0.99999058  x   0.99992132  =   0.99991190
 BT2015!UTM  16      -   0.99999058  x   1.00023692  =   1.00022750
 BT2015
 BT2015|---------------------------------------------------------------------|
 BT2015| PID    Reference Object                     Distance      Geod. Az  |
 BT2015|                                                           dddmmss.s |
 BT2015| BT2014 BV 019 201 GADT 1973 PTA              9.706 METERS 34828     |
 BT2015| CY8384 BV 019 201 AZ MK                                   3582659.6 |
 BT2015|---------------------------------------------------------------------|
 BT2015
 BT2015                          SUPERSEDED SURVEY CONTROL
 BT2015
 BT2015  NAD 83(1994)-  31 35 55.10091(N)    084 36 17.69584(W) AD(       ) 2
 BT2015  NAD 83(1986)-  31 35 55.10111(N)    084 36 17.69576(W) AD(       ) 2
 BT2015  NAD 27      -  31 35 54.48708(N)    084 36 17.99482(W) AD(       ) 2
 BT2015  NGVD 29 (07/19/86)   86.8    (m)          285.     (f) VERT ANG       
 BT2015
 BT2015.Superseded values are not recommended for survey control.
 BT2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2015.See file dsdata.txt to determine how the superseded data were derived.
 BT2015
 BT2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2723998439(NAD 83)
 BT2015_MARKER: DD = SURVEY DISK
 BT2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2015
 BT2015  HISTORY     - Date     Condition        Report By
 BT2015  HISTORY     - 1973     MONUMENTED       GADT
 BT2015
 BT2015                          STATION DESCRIPTION
 BT2015
 BT2015'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2015'THE STATION IS ABOUT 2.7 MILES NORTH AND 7.9 MILES EAST OF EDISON,
 BT2015'4.0 MILES NORTH AND 0.4 MILE WEST OF MORGAN, 10.9 MILES SOUTH AND
 BT2015'0.5 MILE EAST OF SHELLMAN.
 BT2015'
 BT2015'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND GA. 45
 BT2015'IN MORGAN, PROCEED NORTH ON GA. 45 FOR 1.4 MILES TO THE INTERSECTION
 BT2015'OF GA. 45 AND GA. 41, TURN LEFT AND PROCEED NORTH ON GA. 41 FOR
 BT2015'3.0 MILES TO STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BT2015'PROCEED NORTH ON GA. 41 FROM THE STATION FOR 0.20 MILE TO THE
 BT2015'AZIMUTH MARK ON THE LEFT.
 BT2015'
 BT2015'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2015'OF TRANSPORTATION, STAMPED 019-201.  THE SURFACE DISK IS SET IN
 BT2015'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2015'WITH THE GROUND.  IT IS 24.5 FEET EAST OF THE CENTERLINE OF THE
 BT2015'PAVED ROAD, 175.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A CHURCH,
 BT2015'AND 2.7 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 BT2015'SET IN AN IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE
 BT2015'DISK.
 BT2015'
 BT2015'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2015'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2015'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2015'GROUND.  IT IS 250.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A BLOCK
 BT2015'HOUSE, 27.5 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, AND
 BT2015'128.0 FEET NORTHEAST OF A POWER POLE.
 BT2015'
 BT2015'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2024 ***********************************************************************
 BT2024  DESIGNATION -  BV 019 202
 BT2024  PID         -  BT2024
 BT2024  STATE/COUNTY-  GA/CALHOUN
 BT2024  USGS QUAD   -  EDISON (1973)
 BT2024
 BT2024                         *CURRENT SURVEY CONTROL
 BT2024  ___________________________________________________________________
 BT2024* NAD 83(1994)-  31 34 24.22591(N)    084 40 12.46356(W)     ADJUSTED  
 BT2024* NAVD 88     -        92.6    (meters)     304.     (feet)  VERTCON   
 BT2024  ___________________________________________________________________
 BT2024  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BT2024  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BT2024
 BT2024  HORZ ORDER  -  SECOND
 BT2024
 BT2024.The horizontal coordinates were established by classical geodetic methods
 BT2024.and adjusted by the National Geodetic Survey in September 1997..
 BT2024
 BT2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2024
 BT2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2024
 BT2024.The geoid height was determined by GEOID03.
 BT2024
 BT2024;                    North         East     Units Scale Factor Converg.
 BT2024;SPC GA W     -   174,528.369   652,211.834   MT  0.99992816   -0 15 49.0
 BT2024;SPC GA W     -   572,598.49  2,139,798.33   sFT  0.99992816   -0 15 49.0
 BT2024;UTM  16      - 3,495,506.106   721,109.353   MT  1.00020302   +1 13 13.4
 BT2024
 BT2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2024!SPC GA W     -   0.99998966  x   0.99992816  =   0.99991782
 BT2024!UTM  16      -   0.99998966  x   1.00020302  =   1.00019267
 BT2024
 BT2024|---------------------------------------------------------------------|
 BT2024| PID    Reference Object                     Distance      Geod. Az  |
 BT2024|                                                           dddmmss.s |
 BT2024| BT2023 BV 019 202 GADT 1973 PTA              8.487 METERS 15717     |
 BT2024| CY8385 BV 019 202 AZ MK                                   3564913.1 |
 BT2024|---------------------------------------------------------------------|
 BT2024
 BT2024                          SUPERSEDED SURVEY CONTROL
 BT2024
 BT2024  NAD 83(1994)-  31 34 24.23312(N)    084 40 12.46690(W) AD(       ) 2
 BT2024  NAD 83(1986)-  31 34 24.23342(N)    084 40 12.46683(W) AD(       ) 2
 BT2024  NAD 27      -  31 34 23.61826(N)    084 40 12.76016(W) AD(       ) 2
 BT2024  NGVD 29 (07/19/86)   92.7    (m)          304.     (f) VERT ANG       
 BT2024
 BT2024.Superseded values are not recommended for survey control.
 BT2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2024.See file dsdata.txt to determine how the superseded data were derived.
 BT2024
 BT2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2110995506(NAD 83)
 BT2024_MARKER: DD = SURVEY DISK
 BT2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2024
 BT2024  HISTORY     - Date     Condition        Report By
 BT2024  HISTORY     - 1973     MONUMENTED       GADT
 BT2024
 BT2024                          STATION DESCRIPTION
 BT2024
 BT2024'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2024'THE STATION IS ABOUT 1 MILE NORTH AND 4 MILES EAST OF EDISON, 2-1/2
 BT2024'MILES NORTH AND 4 MILES WEST OF MORGAN, 12-1/2 MILES SOUTH AND
 BT2024'3-1/2 MILES WEST OF SHELLMAN.
 BT2024'
 BT2024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 216 AND
 BT2024'37 IN EDISON, GO EAST ON HIGHWAY 37 FOR 3.9 MILES TO THE JUNCTION
 BT2024'WITH COUNTY ROAD 10.  TURN LEFT AND GO NORTH ON ROAD 10 FOR 1.2
 BT2024'MILES TO THE STATION ON THE RIGHT.
 BT2024'
 BT2024'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 BT2024'ROAD 10 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BT2024'
 BT2024'STATION MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2024'OF TRANSPORTATION, STAMPED 019-202, SET IN THE TOP OF A 10-INCH
 BT2024'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT2024'IS 3.2 FEET NORTH OF A WITNESS POST, 5.8 FEET WEST OF A FENCE AND
 BT2024'47.5 FEET EAST OF THE CENTER OF A PAVED ROAD.
 BT2024'
 BT2024'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2024'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT2024'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT2024'GROUND.  IT IS 4.4 FEET SOUTH OF A POWER LINE POLE, 8.3 FEET EAST
 BT2024'OF A FENCE AND 44.0 FEET WEST OF THE CENTER OF THE PAVED ROAD.
 BT2024'
 BT2024'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2011 ***********************************************************************
 BT2011  DESIGNATION -  BV 019 203
 BT2011  PID         -  BT2011
 BT2011  STATE/COUNTY-  GA/CALHOUN
 BT2011  USGS QUAD   -  MORGAN (1973)
 BT2011
 BT2011                         *CURRENT SURVEY CONTROL
 BT2011  ___________________________________________________________________
 BT2011* NAD 83(1994)-  31 37 15.90279(N)    084 32 02.65426(W)     ADJUSTED  
 BT2011* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 BT2011  ___________________________________________________________________
 BT2011  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BT2011  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BT2011
 BT2011  HORZ ORDER  -  SECOND
 BT2011
 BT2011.The horizontal coordinates were established by classical geodetic methods
 BT2011.and adjusted by the National Geodetic Survey in September 1997..
 BT2011
 BT2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2011
 BT2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2011
 BT2011.The geoid height was determined by GEOID03.
 BT2011
 BT2011;                    North         East     Units Scale Factor Converg.
 BT2011;SPC GA W     -   179,764.137   665,144.208   MT  0.99991498   -0 11 33.5
 BT2011;SPC GA W     -   589,776.17  2,182,227.29   sFT  0.99991498   -0 11 33.5
 BT2011;UTM  16      - 3,501,077.041   733,905.753   MT  1.00027484   +1 17 36.5
 BT2011
 BT2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2011!SPC GA W     -   0.99999024  x   0.99991498  =   0.99990522
 BT2011!UTM  16      -   0.99999024  x   1.00027484  =   1.00026507
 BT2011
 BT2011|---------------------------------------------------------------------|
 BT2011| PID    Reference Object                     Distance      Geod. Az  |
 BT2011|                                                           dddmmss.s |
 BT2011| BT2010 BV 019 203 GADT 1973 PTA              7.820 METERS 02854     |
 BT2011| CY8386 BV 019 203 AZ MK                                   0921808.5 |
 BT2011|---------------------------------------------------------------------|
 BT2011
 BT2011                          SUPERSEDED SURVEY CONTROL
 BT2011
 BT2011  NAD 83(1994)-  31 37 15.90957(N)    084 32 02.65748(W) AD(       ) 2
 BT2011  NAD 83(1986)-  31 37 15.90962(N)    084 32 02.65738(W) AD(       ) 2
 BT2011  NAD 27      -  31 37 15.29770(N)    084 32 02.96055(W) AD(       ) 2
 BT2011  NGVD 29 (07/19/86)   89.0    (m)          292.     (f) VERT ANG       
 BT2011
 BT2011.Superseded values are not recommended for survey control.
 BT2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2011.See file dsdata.txt to determine how the superseded data were derived.
 BT2011
 BT2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3390601077(NAD 83)
 BT2011_MARKER: DD = SURVEY DISK
 BT2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2011
 BT2011  HISTORY     - Date     Condition        Report By
 BT2011  HISTORY     - 1973     MONUMENTED       GADT
 BT2011
 BT2011                          STATION DESCRIPTION
 BT2011
 BT2011'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2011'THE STATION IS ABOUT 5.5 MILES NORTH AND 3.9 MILES EAST OF
 BT2011'MORGAN, 9.1 MILES NORTH AND 1.2 MILES WEST OF LEARY, AND 5.6 MILES
 BT2011'SOUTH AND 5.4 MILES WEST OF HEROD.
 BT2011'
 BT2011'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND GA. 45
 BT2011'IN MORGAN, PROCEED NORTH ON GA. 45 FOR 8.70 MILES TO DIRT COUNTY
 BT2011'ROAD NO. 45, TURN RIGHT AND PROCEED EAST ON DIRT COUNTY ROAD
 BT2011'NO. 45 FOR 0.05 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BT2011'AZIMUTH MARK PROCEED EAST ON DIRT COUNTY ROAD NO. 45 FROM THE
 BT2011'STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2011'
 BT2011'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2011'OF TRANSPORTATION, STAMPED 019-203.  THE SURFACE DISK IS SET IN
 BT2011'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2011'WITH THE GROUND.  IT IS 4.5 FEET SOUTH OF A FENCE, 18.0 FEET NORTH
 BT2011'OF THE CENTERLINE OF THE PAVED ROAD, 4.0 FEET EAST OF A WITNESS
 BT2011'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT2011'CONCRETE 2.05 FEET BELOW THE SURFACE DISK.
 BT2011'
 BT2011'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2011'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT2011'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2011'GROUND.  IT IS 2.7 FEET EAST OF A FENCE, 3.4 FEET SOUTHEAST OF A
 BT2011'FENCE CORNER, 19.0 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 BT2011'
 BT2011'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1892 ***********************************************************************
 BT1892  DESIGNATION -  BV 019 204
 BT1892  PID         -  BT1892
 BT1892  STATE/COUNTY-  GA/CALHOUN
 BT1892  USGS QUAD   -  LEARY (1974)
 BT1892
 BT1892                         *CURRENT SURVEY CONTROL
 BT1892  ___________________________________________________________________
 BT1892* NAD 83(1994)-  31 28 35.19032(N)    084 35 48.06994(W)     ADJUSTED  
 BT1892* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 BT1892  ___________________________________________________________________
 BT1892  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT1892  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT1892
 BT1892  HORZ ORDER  -  SECOND
 BT1892
 BT1892.The horizontal coordinates were established by classical geodetic methods
 BT1892.and adjusted by the National Geodetic Survey in September 1997..
 BT1892
 BT1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1892
 BT1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1892
 BT1892.The geoid height was determined by GEOID03.
 BT1892
 BT1892;                    North         East     Units Scale Factor Converg.
 BT1892;SPC GA W     -   163,749.417   659,140.827   MT  0.99992058   -0 13 28.3
 BT1892;SPC GA W     -   537,234.55  2,162,531.20   sFT  0.99992058   -0 13 28.3
 BT1892;UTM  16      - 3,484,906.797   728,316.952   MT  1.00024300   +1 15 19.5
 BT1892
 BT1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1892!SPC GA W     -   0.99999423  x   0.99992058  =   0.99991481
 BT1892!UTM  16      -   0.99999423  x   1.00024300  =   1.00023723
 BT1892
 BT1892:                Primary Azimuth Mark                     Grid Az
 BT1892:SPC GA W     -  BV 019 204 AZ MK                         189 23 23.6
 BT1892:UTM  16      -  BV 019 204 AZ MK                         187 54 35.8
 BT1892
 BT1892|---------------------------------------------------------------------|
 BT1892| PID    Reference Object                     Distance      Geod. Az  |
 BT1892|                                                           dddmmss.s |
 BT1892| CY8387 BV 019 204 AZ MK                                   1890955.3 |
 BT1892| BT1890 BV 019 204 GADT 1973 PTA             12.439 METERS 24525     |
 BT1892|---------------------------------------------------------------------|
 BT1892
 BT1892                          SUPERSEDED SURVEY CONTROL
 BT1892
 BT1892  NAD 83(1994)-  31 28 35.19793(N)    084 35 48.07351(W) AD(       ) 2
 BT1892  NAD 83(1986)-  31 28 35.19800(N)    084 35 48.07331(W) AD(       ) 2
 BT1892  NAD 27      -  31 28 34.56637(N)    084 35 48.38084(W) AD(       ) 2
 BT1892  NGVD 29 (07/19/86)   63.9    (m)          210.     (f) VERT ANG       
 BT1892
 BT1892.Superseded values are not recommended for survey control.
 BT1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1892.See file dsdata.txt to determine how the superseded data were derived.
 BT1892
 BT1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2831784907(NAD 83)
 BT1892_MARKER: DD = SURVEY DISK
 BT1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1892
 BT1892  HISTORY     - Date     Condition        Report By
 BT1892  HISTORY     - 1973     MONUMENTED       GADT
 BT1892
 BT1892                          STATION DESCRIPTION
 BT1892
 BT1892'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1892'THE STATION IS ABOUT 2.5 MILES NORTH AND 7.5 MILES EAST OF
 BT1892'ARLINGTON, 0.9 MILE SOUTH AND 5.1 MILES WEST OF LEARY, 4.45
 BT1892'MILES SOUTH OF MORGAN.
 BT1892'
 BT1892'TO REACH THE STATION FROM THE INTERSECTION OF GA 62 AND PAVED
 BT1892'COUNTY ROAD NO. 92461 FOR 0.90 MILE TO THE STATION ON THE
 BT1892'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON THE PAVED
 BT1892'COUNTY ROAD NO. 92461 FROM THE STATION FOR 0.35 MILE TO THE
 BT1892'AZIMUTH MARK ON THE RIGHT
 BT1892'
 BT1892'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1892'OF TRANSPORTATION, STAMPED 019-204.  THE SURFACE DISK IS SET IN
 BT1892'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1892'WITH THE GROUND.  IT IS 6.0 FEET SOUTH OF THE WITNESS POST, 48.8
 BT1892'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 4.0 FEET WEST OF
 BT1892'THE FENCE.  THERE IS NO SUBMARKER.
 BT1892'
 BT1892'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1892'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1892'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1892'GROUND.  IT IS 4.0 FEET EAST OF THE FENCE, 48.0 FEET WEST OF THE
 BT1892'CENTERLINE OF THE PAVED ROAD, 1040.0 FEET NORTHEAST OF THE FENCE
 BT1892'CORNER.
 BT1892'
 BT1892'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1895 ***********************************************************************
 BT1895  DESIGNATION -  BV 019 205
 BT1895  PID         -  BT1895
 BT1895  STATE/COUNTY-  GA/CALHOUN
 BT1895  USGS QUAD   -  LEARY (1974)
 BT1895
 BT1895                         *CURRENT SURVEY CONTROL
 BT1895  ___________________________________________________________________
 BT1895* NAD 83(1994)-  31 26 20.41367(N)    084 35 30.94700(W)     ADJUSTED  
 BT1895* NAVD 88     -        58.2    (meters)     191.     (feet)  VERTCON   
 BT1895  ___________________________________________________________________
 BT1895  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT1895  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BT1895
 BT1895  HORZ ORDER  -  SECOND
 BT1895
 BT1895.The horizontal coordinates were established by classical geodetic methods
 BT1895.and adjusted by the National Geodetic Survey in September 1997..
 BT1895
 BT1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1895
 BT1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1895
 BT1895.The geoid height was determined by GEOID03.
 BT1895
 BT1895;                    North         East     Units Scale Factor Converg.
 BT1895;SPC GA W     -   159,596.996   659,576.689   MT  0.99992015   -0 13 18.5
 BT1895;SPC GA W     -   523,611.14  2,163,961.19   sFT  0.99992015   -0 13 18.5
 BT1895;UTM  16      - 3,480,765.669   728,860.035   MT  1.00024606   +1 15 23.7
 BT1895
 BT1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1895!SPC GA W     -   0.99999512  x   0.99992015  =   0.99991527
 BT1895!UTM  16      -   0.99999512  x   1.00024606  =   1.00024118
 BT1895
 BT1895|---------------------------------------------------------------------|
 BT1895| PID    Reference Object                     Distance      Geod. Az  |
 BT1895|                                                           dddmmss.s |
 BT1895| BT1894 BV 019 205 GADT 1973 PTA             24.744 METERS 00021     |
 BT1895| CY8388 BV 019 205 AZ MK                                   0014631.7 |
 BT1895|---------------------------------------------------------------------|
 BT1895
 BT1895                          SUPERSEDED SURVEY CONTROL
 BT1895
 BT1895  NAD 83(1994)-  31 26 20.42127(N)    084 35 30.95076(W) AD(       ) 2
 BT1895  NAD 83(1986)-  31 26 20.42135(N)    084 35 30.95068(W) AD(       ) 2
 BT1895  NAD 27      -  31 26 19.78593(N)    084 35 31.26028(W) AD(       ) 2
 BT1895  NGVD 29 (07/19/86)   58.3    (m)          191.     (f) VERT ANG       
 BT1895
 BT1895.Superseded values are not recommended for survey control.
 BT1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1895.See file dsdata.txt to determine how the superseded data were derived.
 BT1895
 BT1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2886080766(NAD 83)
 BT1895_MARKER: DD = SURVEY DISK
 BT1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1895
 BT1895  HISTORY     - Date     Condition        Report By
 BT1895  HISTORY     - 1973     MONUMENTED       GADT
 BT1895
 BT1895                          STATION DESCRIPTION
 BT1895
 BT1895'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1895'THE STATION IS 8.0 MILES EAST OF ARLINGTON, 6.8 MILES SOUTH AND
 BT1895'0.5 MILE EAST OF MORGAN, 3.3 MILES SOUTH AND 4.6 MILES WEST OF
 BT1895'LEARY.
 BT1895'
 BT1895'TO REACH THE STATION FROM THE INTERSECTION OF GA 32 AND PAVED
 BT1895'COUNTY ROAD NO. 92461 IN WILLIAMSBURG, PROCEED SOUTH ON PAVED
 BT1895'COUNTY ROAD NO. 92461 FOR 1.8 MILE TO THE STATION ON THE
 BT1895'LEFT.  TO REACH THE AZIMUTH MARK, PROCEED NORTH ON PAVED COUNTY
 BT1895'ROAD NO. 92461 FROM THE STATION FOR 0.35 MILE TO THE AZIMUTH
 BT1895'MARK ON THE RIGHT.
 BT1895'
 BT1895'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1895'OF TRANSPORTATION, STAMPED 019-205.  THE SURFACE DISK IS SET IN
 BT1895'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1895'WITH THE GROUND.  IT IS 5.0 FEET SOUTH OF THE WITNESS POST, 23.0
 BT1895'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 29.4 FEET WEST
 BT1895'OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1895'OF CONCRETE 2.08 FEET BELOW THE SURFACE DISK.
 BT1895'
 BT1895'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1895'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1895'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1895'GROUND.  IT IS 6.0 FEET SOUTH OF THE POWER POLE, 50.0 FEET EAST
 BT1895'OF THE CENTERLINE OF THE PAVED ROAD AND 3.0 FEET WEST OF THE
 BT1895'FENCE.
 BT1895'
 BT1895'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1883 ***********************************************************************
 BT1883  DESIGNATION -  BV 019 207
 BT1883  PID         -  BT1883
 BT1883  STATE/COUNTY-  GA/CALHOUN
 BT1883  USGS QUAD   -  BERMUDA (1974)
 BT1883
 BT1883                         *CURRENT SURVEY CONTROL
 BT1883  ___________________________________________________________________
 BT1883* NAD 83(1994)-  31 27 28.69232(N)    084 28 28.78169(W)     ADJUSTED  
 BT1883* NAVD 88     -        59.7    (meters)     196.     (feet)  VERTCON   
 BT1883  ___________________________________________________________________
 BT1883  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BT1883  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BT1883
 BT1883  HORZ ORDER  -  SECOND
 BT1883
 BT1883.The horizontal coordinates were established by classical geodetic methods
 BT1883.and adjusted by the National Geodetic Survey in September 1997..
 BT1883
 BT1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1883
 BT1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1883
 BT1883.The geoid height was determined by GEOID03.
 BT1883
 BT1883;                    North         East     Units Scale Factor Converg.
 BT1883;SPC GA W     -   161,662.525   670,729.550   MT  0.99991056   -0 09 38.6
 BT1883;SPC GA W     -   530,387.80  2,200,551.87   sFT  0.99991056   -0 09 38.6
 BT1883;UTM  16      - 3,483,119.192   739,959.900   MT  1.00031026   +1 19 06.7
 BT1883
 BT1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1883!SPC GA W     -   0.99999489  x   0.99991056  =   0.99990545
 BT1883!UTM  16      -   0.99999489  x   1.00031026  =   1.00030515
 BT1883
 BT1883:                Primary Azimuth Mark                     Grid Az
 BT1883:SPC GA W     -  BV 019 207 AZ MK                         089 52 51.0
 BT1883:UTM  16      -  BV 019 207 AZ MK                         088 24 05.7
 BT1883
 BT1883|---------------------------------------------------------------------|
 BT1883| PID    Reference Object                     Distance      Geod. Az  |
 BT1883|                                                           dddmmss.s |
 BT1883| CY8390 BV 019 207 AZ MK                                   0894312.4 |
 BT1883| BT1880 BV 019 207 GADT 1973 PTA             15.137 METERS 34015     |
 BT1883|---------------------------------------------------------------------|
 BT1883
 BT1883                          SUPERSEDED SURVEY CONTROL
 BT1883
 BT1883  NAD 83(1986)-  31 27 28.69930(N)    084 28 28.78601(W) AD(       ) 2
 BT1883  NAD 27      -  31 27 28.06752(N)    084 28 29.09768(W) AD(       ) 2
 BT1883  NGVD 29 (07/19/86)   59.8    (m)          196.     (f) VERT ANG       
 BT1883
 BT1883.Superseded values are not recommended for survey control.
 BT1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1883.See file dsdata.txt to determine how the superseded data were derived.
 BT1883
 BT1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3996083119(NAD 83)
 BT1883_MARKER: DD = SURVEY DISK
 BT1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1883
 BT1883  HISTORY     - Date     Condition        Report By
 BT1883  HISTORY     - 1973     MONUMENTED       GADT
 BT1883
 BT1883                          STATION DESCRIPTION
 BT1883
 BT1883'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1883'THE STATION IS ABOUT 1.8 MILE SOUTH AND 2.0 MILES EAST OF LEARY,
 BT1883'10.2 MILES NORTH AND 8.4 MILES WEST OF NEWTON, 7.8 MILES SOUTH
 BT1883'AND 17.8 MILES WEST OF ALBANY.
 BT1883'
 BT1883'TO REACH THE STATION FROM THE INTERSECTION OF GA 62 AND GA 37
 BT1883'IN LEARY, PROCEED SOUTH ON GA 37 FOR 2.55 MILES TO THE INTERSECTION
 BT1883'OF GA 37 AND COUNTY DIRT ROAD NO. 42, TURN LEFT AND PROCEED EAST
 BT1883'FOR 0.6 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1883'MARK PROCEED EAST ON COUNTY DIRT ROAD NO. 42 FROM THE STATION
 BT1883'FOR 0.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BT1883'
 BT1883'STATION MARKS ARE STANDARD BRASS DISK, OF THE GEORGIA DEPARTMENT
 BT1883'OF TRANSPORTATION, STAMPED 019-207.  THE SURFACE DISK IS SET IN
 BT1883'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1883'WITH THE GROUND.  IT IS 3.5 FEET SOUTH OF THE WITNESS POST, 25.0
 BT1883'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 54.5 FEET
 BT1883'NORTHWEST OF THE FENCE CORNER.  THE UNDERGROUND DISK IS SET IN
 BT1883'AN IRREGULAR MASS OF CONCRETE 1.85 FEET BELOW THE SURFACE DISK.
 BT1883'
 BT1883'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1883'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1883'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1883'GROUND.  IT IS 46.0 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 BT1883'OF THE WOODS ROAD AND THE DIRT ROAD INTERSECTION, 20.0 FEET
 BT1883'SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 2.5 FEET NORTH OF
 BT1883'THE FENCE.
 BT1883'
 BT1883'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2016 ***********************************************************************
 BT2016  DESIGNATION -  BV 019 208
 BT2016  PID         -  BT2016
 BT2016  STATE/COUNTY-  GA/CALHOUN
 BT2016  USGS QUAD   -  MORGAN (1973)
 BT2016
 BT2016                         *CURRENT SURVEY CONTROL
 BT2016  ___________________________________________________________________
 BT2016* NAD 83(1994)-  31 30 43.60207(N)    084 31 47.10218(W)     ADJUSTED  
 BT2016* NAVD 88     -        67.6    (meters)     222.     (feet)  VERTCON   
 BT2016  ___________________________________________________________________
 BT2016  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BT2016  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT2016
 BT2016  HORZ ORDER  -  SECOND
 BT2016
 BT2016.The horizontal coordinates were established by classical geodetic methods
 BT2016.and adjusted by the National Geodetic Survey in September 1997..
 BT2016
 BT2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2016
 BT2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2016
 BT2016.The geoid height was determined by GEOID03.
 BT2016
 BT2016;                    North         East     Units Scale Factor Converg.
 BT2016;SPC GA W     -   167,681.084   665,513.974   MT  0.99991466   -0 11 23.2
 BT2016;SPC GA W     -   550,133.69  2,183,440.43   sFT  0.99991466   -0 11 23.2
 BT2016;UTM  16      - 3,489,003.245   734,588.526   MT  1.00027880   +1 17 30.3
 BT2016
 BT2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2016!SPC GA W     -   0.99999363  x   0.99991466  =   0.99990829
 BT2016!UTM  16      -   0.99999363  x   1.00027880  =   1.00027243
 BT2016
 BT2016|---------------------------------------------------------------------|
 BT2016| PID    Reference Object                     Distance      Geod. Az  |
 BT2016|                                                           dddmmss.s |
 BT2016| BT2017 BV 019 208 GADT 1973 PTA              9.670 METERS 08123     |
 BT2016| CY8391 BV 019 208 AZ MK                                   3125644.0 |
 BT2016|---------------------------------------------------------------------|
 BT2016
 BT2016                          SUPERSEDED SURVEY CONTROL
 BT2016
 BT2016  NAD 83(1994)-  31 30 43.60943(N)    084 31 47.10555(W) AD(       ) 2
 BT2016  NAD 83(1986)-  31 30 43.60934(N)    084 31 47.10532(W) AD(       ) 2
 BT2016  NAD 27      -  31 30 42.98029(N)    084 31 47.41913(W) AD(       ) 2
 BT2016  NGVD 29 (07/19/86)   67.7    (m)          222.     (f) VERT ANG       
 BT2016
 BT2016.Superseded values are not recommended for survey control.
 BT2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2016.See file dsdata.txt to determine how the superseded data were derived.
 BT2016
 BT2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3458989003(NAD 83)
 BT2016_MARKER: DD = SURVEY DISK
 BT2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2016
 BT2016  HISTORY     - Date     Condition        Report By
 BT2016  HISTORY     - 1973     MONUMENTED       GADT
 BT2016
 BT2016                          STATION DESCRIPTION
 BT2016
 BT2016'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2016'THE STATION IS ABOUT 1.7 MILE SOUTH AND 4.2 MILES WEST OF
 BT2016'MORGAN, 1.9 MILE NORTH AND 0.9 MILE WEST OF LEARY, 12.7 MILES
 BT2016'SOUTH AND 5.1 MILES WEST OF HEROD.
 BT2016'
 BT2016'TO REACH THE STATION FROM THE INTERSECTION OF GA 37 AND GA 62
 BT2016'IN LEARY, PROCEED NORTH ON GA 37 FOR 2.0 MILES TO THE STATION
 BT2016'ON THE RIGHT.  TO REACH THE AZIMUTH MARK, PROCEED WEST ON GA 37
 BT2016'FOR 0.25 MILE FROM THE STATION TO THE AZIMUTH MARK ON THE LEFT.
 BT2016'
 BT2016'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT2016'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT2016'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2016'GROUND.  IT IS 3.7 FEET SOUTHWEST OF THE WITNESS POST, 24.0
 BT2016'FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD AND 101.1
 BT2016'FEET WEST OF THE POWER LINE.  THE UNDERGROUND DISK IS SET IN AN
 BT2016'IRREGULAR MASS OF CONCRETE THAT IS 2.01 FEET BELOW THE SURFACE
 BT2016'DISK.
 BT2016'
 BT2016'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2016'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2016'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2016'GROUND.  IT IS 46.5 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT2016'ROAD, 19.0 FEET NORTH OF THE FENCE AND 13.0 FEET NORTHEAST OF
 BT2016'THE FENCE CORNER.
 BT2016'
 BT2016'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1638 ***********************************************************************
 BT1638  DESIGNATION -  BV 019 209
 BT1638  PID         -  BT1638
 BT1638  STATE/COUNTY-  GA/CALHOUN
 BT1638  USGS QUAD   -  HOLT (1973)
 BT1638
 BT1638                         *CURRENT SURVEY CONTROL
 BT1638  ___________________________________________________________________
 BT1638* NAD 83(1994)-  31 30 36.11660(N)    084 27 25.85116(W)     ADJUSTED  
 BT1638* NAVD 88     -        68.3    (meters)     224.     (feet)  VERTCON   
 BT1638  ___________________________________________________________________
 BT1638  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BT1638  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT1638
 BT1638  HORZ ORDER  -  SECOND
 BT1638
 BT1638.The horizontal coordinates were established by classical geodetic methods
 BT1638.and adjusted by the National Geodetic Survey in September 1997..
 BT1638
 BT1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1638
 BT1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1638
 BT1638.The geoid height was determined by GEOID03.
 BT1638
 BT1638;                    North         East     Units Scale Factor Converg.
 BT1638;SPC GA W     -   167,430.008   672,406.128   MT  0.99990939   -0 09 06.6
 BT1638;SPC GA W     -   549,309.95  2,206,052.44   sFT  0.99990939   -0 09 06.6
 BT1638;UTM  16      - 3,488,930.415   741,487.537   MT  1.00031932   +1 19 46.7
 BT1638
 BT1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1638!SPC GA W     -   0.99999352  x   0.99990939  =   0.99990291
 BT1638!UTM  16      -   0.99999352  x   1.00031932  =   1.00031284
 BT1638
 BT1638:                Primary Azimuth Mark                     Grid Az
 BT1638:SPC GA W     -  BV 019 209 AZ MK                         154 36 32.6
 BT1638:UTM  16      -  BV 019 209 AZ MK                         153 07 39.3
 BT1638
 BT1638|---------------------------------------------------------------------|
 BT1638| PID    Reference Object                     Distance      Geod. Az  |
 BT1638|                                                           dddmmss.s |
 BT1638| CY8392 BV 019 209 AZ MK                                   1542726.0 |
 BT1638| BT1637 BV 019 209 GADT 1973 PTA             15.045 METERS 18804     |
 BT1638|---------------------------------------------------------------------|
 BT1638
 BT1638                          SUPERSEDED SURVEY CONTROL
 BT1638
 BT1638  NAD 83(1986)-  31 30 36.12355(N)    084 27 25.85517(W) AD(       ) 2
 BT1638  NAD 27      -  31 30 35.49691(N)    084 27 26.16703(W) AD(       ) 2
 BT1638  NGVD 29 (07/19/86)   68.4    (m)          224.     (f) VERT ANG       
 BT1638
 BT1638.Superseded values are not recommended for survey control.
 BT1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1638.See file dsdata.txt to determine how the superseded data were derived.
 BT1638
 BT1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4148888930(NAD 83)
 BT1638_MARKER: DD = SURVEY DISK
 BT1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1638
 BT1638  HISTORY     - Date     Condition        Report By
 BT1638  HISTORY     - 1973     MONUMENTED       GADT
 BT1638
 BT1638                          STATION DESCRIPTION
 BT1638
 BT1638'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1638'THE STATION IS ABOUT 1.7 MILE NORTH AND 3.3 MILES EAST OF LEARY,
 BT1638'3.2 MILES SOUTH AND 8.3 MILES EAST OF WILLIAMBURG, 1.9 MILES
 BT1638'SOUTH AND 8.3 MILES EAST OF MORGAN.
 BT1638'
 BT1638'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND GA. 62
 BT1638'IN LEARY, PROCEED EAST ON GA. 62 FOR 3.7 MILES TO THE INTERSECTION
 BT1638'OF GA. 62 AND COUNTY DIRT ROAD NO. 40, TURN LEFT AND PROCEED
 BT1638'NORTH ON COUNTY DIRT ROAD NO. 40 FOR 0.7 MILE TO STATION ON THE
 BT1638'RIGHT.  TO REACH THE AZIMUTH MARK, PROCEED SOUTH ON DIRT COUNTY
 BT1638'ROAD NO. 40 FROM STATION FOR 0.65 MILE TO THE AZIMUTH MARK ON
 BT1638'THE RIGHT.
 BT1638'
 BT1638'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1638'OF TRANSPORTATION, STAMPED 019-209.  THE SURFACE DISK IS SET IN
 BT1638'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1638'WITH THE GROUND.  IT IS 15.0 FEET EAST OF THE CENTERLINE OF THE
 BT1638'DIRT ROAD, 4.2 FEET WEST OF A WITNESS POST, 23.2 FEET SOUTH
 BT1638'OF THE SOUTHWEST CORNER OF A SHED, AND 5.5 FEET SOUTHEAST OF A
 BT1638'FENCE CORNER.  (NOTE--THERE IS NO SUB-DISK.)
 BT1638'
 BT1638'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1638'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1638'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1638'GROUND.  IT IS 25.6 FEET NORTH OF THE CENTERLINE OF A RAILROAD,
 BT1638'13.7 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, AND 25.6 FEET
 BT1638'NORTHWEST OF THE POINT OF INTERSECTION OF THE RAILROAD AND DIRT
 BT1638'ROAD.
 BT1638'
 BT1638'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6392 ***********************************************************************
 CK6392  DESIGNATION -  BV 021 20
 CK6392  PID         -  CK6392
 CK6392  STATE/COUNTY-  GA/CANDLER
 CK6392  USGS QUAD   -  PULASKI (1978)
 CK6392
 CK6392                         *CURRENT SURVEY CONTROL
 CK6392  ___________________________________________________________________
 CK6392* NAD 83(1994)-  32 23 13.52184(N)    081 59 50.92515(W)     ADJUSTED  
 CK6392* NAVD 88     -        71.7    (meters)     235.     (feet)  VERT ANG  
 CK6392  ___________________________________________________________________
 CK6392  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CK6392  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CK6392
 CK6392  HORZ ORDER  -  SECOND
 CK6392
 CK6392.The horizontal coordinates were established by classical geodetic methods
 CK6392.and adjusted by the National Geodetic Survey in September 1997..
 CK6392
 CK6392.The orthometric height was determined by vertical angle observations.
 CK6392
 CK6392.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6392
 CK6392.The geoid height was determined by GEOID03.
 CK6392
 CK6392;                    North         East     Units Scale Factor Converg.
 CK6392;SPC GA E     -   264,649.581   215,917.942   MT  0.99990312   +0 05 26.2
 CK6392;SPC GA E     -   868,271.17    708,390.78   sFT  0.99990312   +0 05 26.2
 CK6392;UTM  17      - 3,583,780.417   406,178.700   MT  0.99970855   -0 32 03.6
 CK6392
 CK6392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6392!SPC GA E     -   0.99999340  x   0.99990312  =   0.99989652
 CK6392!UTM  17      -   0.99999340  x   0.99970855  =   0.99970195
 CK6392
 CK6392:                Primary Azimuth Mark                     Grid Az
 CK6392:SPC GA E     -  BV 021 21                                013 32 05.0
 CK6392:UTM  17      -  BV 021 21                                014 09 34.8
 CK6392
 CK6392|---------------------------------------------------------------------|
 CK6392| PID    Reference Object                     Distance      Geod. Az  |
 CK6392|                                                           dddmmss.s |
 CK6392| CK6393 BV 021 21                           APPROX. 0.6 KM 0133731.2 |
 CK6392| CK6394 BV 021 211                          196.645 METERS 09516     |
 CK6392|---------------------------------------------------------------------|
 CK6392
 CK6392                          SUPERSEDED SURVEY CONTROL
 CK6392
 CK6392  NAD 83(1986)-  32 23 13.53932(N)    081 59 50.93379(W) AD(       ) 2
 CK6392
 CK6392.Superseded values are not recommended for survey control.
 CK6392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6392.See file dsdata.txt to determine how the superseded data were derived.
 CK6392
 CK6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0617983780(NAD 83)
 CK6392_MARKER: DD = SURVEY DISK
 CK6392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6392+STABILITY: SURFACE MOTION
 CK6392
 CK6392  HISTORY     - Date     Condition        Report By
 CK6392  HISTORY     - 1982     MONUMENTED       GADT
 CK6392
 CK6392                          STATION DESCRIPTION
 CK6392
 CK6392'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6392'THE STATION IS ABOUT 3.85 KM (2.4 MI) WEST-SOUTHWEST FROM PULASKI,
 CK6392'5.95 KM (3.7 MI) EAST FROM METTER.
 CK6392'OWNERSHIP--STATE RIGHT OF WAY.
 CK6392'
 CK6392'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PULASKI, GO
 CK6392'SOUTH ALONG WARREN STREET FOR APPROXIMATE 0.55 KM (0.35 MI)
 CK6392'TO THE JUNCTION OF STATE ROUTE 46.  TURN RIGHT GOING WEST ALONG
 CK6392'STATE ROUTE 46 FOR 3.85 KM (2.4 MI) TO THE STATION ON THE RIGHT.
 CK6392'
 CK6392'THE STATION IS A STANDARD GADT DISK
 CK6392'STAMPED---021-20---,
 CK6392'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6392'AND PROJECTING 5 CM ABOVE THE SURFACE OF THE GROUND.
 CK6392'IT IS LOCATED
 CK6392'14.93 METERS (49 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK6392'1.43 METERS (4.7 FT) SOUTHEAST FROM A POWER POLE,
 CK6392'4.45 METERS (14.6 FT) WEST FROM A WOODEN FENCE POST, AND
 CK6392'1.09 METERS (3.6 FT) NORTH FROM A METAL WITNESS POST.
 CK6392'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK6392'STAMPED---021-20---,
 CK6392'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK6392'SURFACE OF THE GROUND.
 CK6392'
 CK6392'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1782 ***********************************************************************
 CL1782  DESIGNATION -  BV 021 200
 CL1782  PID         -  CL1782
 CL1782  STATE/COUNTY-  GA/CANDLER
 CL1782  USGS QUAD   -  TWIN CITY SE (1971)
 CL1782
 CL1782                         *CURRENT SURVEY CONTROL
 CL1782  ___________________________________________________________________
 CL1782* NAD 83(1994)-  32 31 01.03320(N)    082 07 17.96938(W)     ADJUSTED  
 CL1782* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 CL1782  ___________________________________________________________________
 CL1782  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CL1782  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CL1782
 CL1782  HORZ ORDER  -  SECOND
 CL1782
 CL1782.The horizontal coordinates were established by classical geodetic methods
 CL1782.and adjusted by the National Geodetic Survey in September 1997..
 CL1782
 CL1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1782
 CL1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1782
 CL1782.The geoid height was determined by GEOID03.
 CL1782
 CL1782;                    North         East     Units Scale Factor Converg.
 CL1782;SPC GA E     -   279,037.711   204,228.537   MT  0.99990022   +0 01 27.1
 CL1782;SPC GA E     -   915,476.22    670,039.79   sFT  0.99990022   +0 01 27.1
 CL1782;UTM  17      - 3,598,292.818   394,649.273   MT  0.99973686   -0 36 10.8
 CL1782
 CL1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1782!SPC GA E     -   0.99999037  x   0.99990022  =   0.99989060
 CL1782!UTM  17      -   0.99999037  x   0.99973686  =   0.99972724
 CL1782
 CL1782|---------------------------------------------------------------------|
 CL1782| PID    Reference Object                     Distance      Geod. Az  |
 CL1782|                                                           dddmmss.s |
 CL1782| CL1781 BV 021 200 GADT AZ TPT                9.019 METERS 17016     |
 CL1782| CL1775 BV 021 200 GADT AZ MK               APPROX. 1.1 KM 1703509.8 |
 CL1782| CY7268 BV 021 200 RM 1                      26.176 METERS 22708     |
 CL1782| CL1783 BV 021 200 GADT TPT                  10.572 METERS 31808     |
 CL1782|---------------------------------------------------------------------|
 CL1782
 CL1782                          SUPERSEDED SURVEY CONTROL
 CL1782
 CL1782  NAD 83(1986)-  32 31 01.03625(N)    082 07 17.96649(W) AD(       ) 2
 CL1782  NAD 27      -  32 31 00.44512(N)    082 07 18.52737(W) AD(       ) 2
 CL1782  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 CL1782
 CL1782.Superseded values are not recommended for survey control.
 CL1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1782.See file dsdata.txt to determine how the superseded data were derived.
 CL1782
 CL1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9464998293(NAD 83)
 CL1782_MARKER: DD = SURVEY DISK
 CL1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1782
 CL1782  HISTORY     - Date     Condition        Report By
 CL1782  HISTORY     - 1979     MONUMENTED       GADT
 CL1782
 CL1782                          STATION DESCRIPTION
 CL1782
 CL1782'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1782'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHEAST OF
 CL1782'TWIN CITY, 7-1/2 MILES NORTHEAST OF STILLMORE, AND 9-1/4 MILES NORTH-
 CL1782'NORTHWEST OF METTER ON THE PROPERTY OF MRS. MAMY RUSHTON.  PERMISSION
 CL1782'TO SET THE STATION GRANTED BY MR. RALPH COOPER.
 CL1782'
 CL1782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1782'26), STATE ROUTE 23, AND STATE ROUTE 192 SPUR IN TWIN CITY, GO
 CL1782'SOUTHEAST ALONG STATE ROUTE 23 FOR 0.5 MILE TO THE JUNCTION OF PAVED
 CL1782'EMANUEL COUNTY ROAD 90622 TO THE RIGHT, ELM STREET CONTINUING STRAIGHT
 CL1782'AHEAD, AND STATE ROUTE 23 TURNING SHARPLY TO THE LEFT.  TURN LEFT
 CL1782'GOING SOUTH ALONG STATE ROUTE 23 FOR 3.0 MILES TO THE JUNCTION OF
 CL1782'PAVED EMANUEL COUNTY ROAD 291 TO THE LEFT.  CONTINUE GOING SOUTH ALONG
 CL1782'STATE ROUTE 23 FOR 1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1782'91853 CROSSING.  TURN LEFT GOING SOUTHEASTERLY ALONG CANDLER COUNTY
 CL1782'ROAD 91853 FOR 0.7 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 126 TO THE
 CL1782'LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 126 FOR 0.95 MILE TO THE
 CL1782'JUNCTION OF DIRT COUNTY ROAD 127 CROSSING, THE STATION ON THE LEFT,
 CL1782'AND THE RUSHTON-COOPER RESIDENSE IN THE SOUTHEAST QUADRANT OF THE
 CL1782'INTERSECTION.
 CL1782'
 CL1782'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 CL1782'24 FEET EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 127, 14.6 FEET
 CL1782'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A WOOD FRAMED BUILDING WITH
 CL1782'A RED TIN ROOF USED AS A CARPORT FOR SEVERAL CARS, 55.9 FEET EAST-
 CL1782'SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST SIDE
 CL1782'OF COUNTY ROAD 127, AND 8.2 FEET WEST OF A WITNESS POST SET AT THE
 CL1782'WEST END OF THE WOOD FRAMED BUILDING.  IT IS A STANDARD BRASS DISK
 CL1782'STAMPED---021-200 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1782'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1782'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1782'STAMPED---021-200 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1782'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL1782'
 CL1782'REFERENCE MARK 1 IS LOCATED IN THE SOUTHWEST QUADRANT OF THE
 CL1782'INTERSECTION 15 FEET OF THE CENTERLINE OF COUNTY ROAD 126, 28.0
 CL1782'FEET EAST OF AN OFFSET BETWEEN TWO AND ONE STORY WALLS ON THE NORTH
 CL1782'SIDE OF AN OLD WOOD FRAMED TWO STORY BARN WITH A GREY TIN ROOF, 74.2
 CL1782'FEET SOUTH OF THE UNDERGROUND TELEPHONE CABLE PEDESTAL, 156.8 FEET
 CL1782'WEST OF THE SOUTHWESTERN CONCRETE GATE POST AT THE ENTRANCE OF A
 CL1782'DRIVEWAY TO THE RUSHTON-COOPER RESIDENCE, AND 1.8 FEET NORTH OF A
 CL1782'WITNESS POST SET AT THE NORTHEAST CORNER OF THE OLD HOUSE.  IT IS A
 CL1782'STANDARD DISK STAMPED---021-200 1979 RM 1---, SET IN THE TOP OF A 10
 CL1782'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1782'WITH STEEL RODS EMBEDDED.
 CL1782'
 CL1782'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG COUNTY
 CL1782'ROAD 127 FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 117
 CL1782'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 127 FOR 0.1 MILE TO
 CL1782'THE AZIMUTH MARK ON THE RIGHT ON THE PROPERTY OF R.L. RUSHTON.
 CL1782'IT IS LOCATED 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 CL1782'NORTH OF A WITNESS POST SET AT THE NORTHEAST CORNER OF A GREEN TOBACCO
 CL1782'BARN WITH TIN ROOF, 18.3 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 CL1782'OF THE BARN, 33.5 FEET EAST OF A 30 INCH PECAN TREE, AND 51.0 FEET
 CL1782'SOUTH OF ANOTHER 30 INCH PECAN TREE.  IT IS A STANDARD DISK
 CL1782'STAMPED---021-200 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1782'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1782'STEEL RODS EMBEDDED.
 CL1782'
 CL1782'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1782'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976 AND
 CL1782'CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1775 ***********************************************************************
 CL1775  DESIGNATION -  BV 021 200 GADT AZ MK
 CL1775  PID         -  CL1775
 CL1775  STATE/COUNTY-  GA/CANDLER
 CL1775  USGS QUAD   -  TWIN CITY SE (1971)
 CL1775
 CL1775                         *CURRENT SURVEY CONTROL
 CL1775  ___________________________________________________________________
 CL1775* NAD 83(1994)-  32 30 25.32648(N)    082 07 10.98288(W)     ADJUSTED  
 CL1775* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL1775  ___________________________________________________________________
 CL1775  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CL1775  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CL1775
 CL1775  HORZ ORDER  -  SECOND
 CL1775
 CL1775.The horizontal coordinates were established by classical geodetic methods
 CL1775.and adjusted by the National Geodetic Survey in September 1997..
 CL1775
 CL1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1775
 CL1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1775
 CL1775.The geoid height was determined by GEOID03.
 CL1775
 CL1775;                    North         East     Units Scale Factor Converg.
 CL1775;SPC GA E     -   277,937.975   204,411.349   MT  0.99990024   +0 01 30.8
 CL1775;SPC GA E     -   911,868.17    670,639.57   sFT  0.99990024   +0 01 30.8
 CL1775;UTM  17      - 3,597,191.328   394,820.010   MT  0.99973642   -0 36 06.5
 CL1775
 CL1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1775!SPC GA E     -   0.99999085  x   0.99990024  =   0.99989109
 CL1775!UTM  17      -   0.99999085  x   0.99973642  =   0.99972727
 CL1775
 CL1775                          SUPERSEDED SURVEY CONTROL
 CL1775
 CL1775  NAD 83(1986)-  32 30 25.32953(N)    082 07 10.98010(W) AD(       ) 2
 CL1775  NAD 27      -  32 30 24.73747(N)    082 07 11.54096(W) AD(       ) 2
 CL1775  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CL1775
 CL1775.Superseded values are not recommended for survey control.
 CL1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1775.See file dsdata.txt to determine how the superseded data were derived.
 CL1775
 CL1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9482097191(NAD 83)
 CL1775_MARKER: DD = SURVEY DISK
 CL1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1775+STABILITY: SURFACE MOTION
 CL1775
 CL1775  HISTORY     - Date     Condition        Report By
 CL1775  HISTORY     - 1979     MONUMENTED       GADT
 CL1775
 CL1775                          STATION DESCRIPTION
 CL1775
 CL1775'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1775'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTH-SOUTHEAST OF
 CL1775'TWIN CITY, 7 MILES NORTHEAST OF STIILLMORE, AND 8-1/2 MILES NORTH-
 CL1775'NORTHWEST OF METTER ON THE PROPERTY OF MR. R.L. RUSHTON.
 CL1775'
 CL1775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1775'26) STATE ROUTE 23, AND STATE ROUTE 192 SPUR IN TWIN CITY, GO
 CL1775'SOUTHWEST ALONG STATE ROUTE 23 FOR 0.5 MILE TO THE JUNCTION OF PAVED
 CL1775'COUNTY ROAD 90622 TO THE RIGHT, ELM STREET CONTINUING STRAIGHT AHEAD,
 CL1775'AND STATE ROUTE 23 TURNING SHARPLY TO THE LEFT.  TURN LEFT GOING SOUTH
 CL1775'ALONG STATE ROUTE 23 FOR 3.0 MILES TO THE JUNCTION OF PAVED COUNTY
 CL1775'ROAD 291 TO THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 23 FOR
 CL1775'1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91853 CROSSING.  TURN
 CL1775'LEFT GOING SOUTHEASTERLY ALONG COUNTY ROAD 91853 FOR 0.7 MILE TO THE
 CL1775'JUNCTION OF DIRT COUNTY ROAD 126 TO THE LEFT.  TURN LEFT GOING EAST
 CL1775'ALONG COUNTY ROAD 126 FOR 0.95 MILE TO THE JUNCTION OF DIRT COUNTY
 CL1775'ROAD 127 CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 127 FOR
 CL1775'0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 117 CROSSING.  CONTINUE
 CL1775'GOING SOUTH ALONG COUNTY ROAD 127 FOR 0.1 MILE TO THE STATION ON THE
 CL1775'RIGHT.
 CL1775'
 CL1775'THE STATION IS LOCATED 33 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL1775'18.3 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A GREEN TOBACCO
 CL1775'BARN WITH A TIN ROOF, 33.5 FEET EAST OF A 30 INCH PECAN TREE, 51.0
 CL1775'FEET SOUTH OF ANOTHER 30 INCH PECAN TREE, AND 3.0 FEET NORTH OF A
 CL1775'WITNESS POST SET AT THE NORTHEAST CORNER OF THE TOBACCO BARN.  IT IS A
 CL1775'STANDARD BRASS DISK STAMPED---021-200 1979 AZ MK---, SET IN THE TOP OF
 CL1775'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1775'GROUND WITH STEEL RODS EMBEDDED.
 CL1775'
 CL1775'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1775'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976 AND
 CL1775'CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2015 ***********************************************************************
 CL2015  DESIGNATION -  BV 021 201 GADT
 CL2015  PID         -  CL2015
 CL2015  STATE/COUNTY-  GA/CANDLER
 CL2015  USGS QUAD   -  STILLMORE (1985)
 CL2015
 CL2015                         *CURRENT SURVEY CONTROL
 CL2015  ___________________________________________________________________
 CL2015* NAD 83(1994)-  32 25 49.70260(N)    082 10 41.33658(W)     ADJUSTED  
 CL2015* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL2015  ___________________________________________________________________
 CL2015  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CL2015  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CL2015
 CL2015  HORZ ORDER  -  SECOND
 CL2015
 CL2015.The horizontal coordinates were established by classical geodetic methods
 CL2015.and adjusted by the National Geodetic Survey in September 1997..
 CL2015
 CL2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2015
 CL2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2015
 CL2015.The geoid height was determined by GEOID03.
 CL2015
 CL2015;                    North         East     Units Scale Factor Converg.
 CL2015;SPC GA E     -   269,447.544   198,920.201   MT  0.99990001   -0 00 22.2
 CL2015;SPC GA E     -   884,012.48    652,624.03   sFT  0.99990001   -0 00 22.2
 CL2015;UTM  17      - 3,588,762.751   389,237.245   MT  0.99975129   -0 37 54.8
 CL2015
 CL2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2015!SPC GA E     -   0.99999429  x   0.99990001  =   0.99989430
 CL2015!UTM  17      -   0.99999429  x   0.99975129  =   0.99974558
 CL2015
 CL2015|---------------------------------------------------------------------|
 CL2015| PID    Reference Object                     Distance      Geod. Az  |
 CL2015|                                                           dddmmss.s |
 CL2015| CL2005 BV 021 201 GADT RM 1                  9.463 METERS 10803     |
 CL2015| CL2006 BV 021 201 GADT AZ MK               APPROX. 0.7 KM 2910717.8 |
 CL2015| CL2016 BV 021 201 GADT AZ TPT                8.389 METERS 29121     |
 CL2015|---------------------------------------------------------------------|
 CL2015
 CL2015                          SUPERSEDED SURVEY CONTROL
 CL2015
 CL2015  NAD 83(1986)-  32 25 49.70608(N)    082 10 41.33410(W) AD(       ) 2
 CL2015  NAD 27      -  32 25 49.10199(N)    082 10 41.88566(W) AD(       ) 2
 CL2015  NGVD 29 (07/19/86)   66.     (m)          217.     (f) VERT ANG       
 CL2015
 CL2015.Superseded values are not recommended for survey control.
 CL2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2015.See file dsdata.txt to determine how the superseded data were derived.
 CL2015
 CL2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8923788763(NAD 83)
 CL2015_MARKER: DD = SURVEY DISK
 CL2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2015+STABILITY: SURFACE MOTION
 CL2015
 CL2015  HISTORY     - Date     Condition        Report By
 CL2015  HISTORY     - 1979     MONUMENTED       GADT
 CL2015
 CL2015                          STATION DESCRIPTION
 CL2015
 CL2015'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2015'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST OF
 CL2015'STILLMORE, 7-1/2 MILES WEST-NORTHWEST OF METTER, AND 9-1/4 MILES
 CL2015'EAST-NORTHEAST OF OAK PARK ON COUNTY RIGHT OF WAY.
 CL2015'
 CL2015'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL2015'ROUTE 57 IN STILLMORE, GO SOUTH ALONG STATE ROUTE 57 FOR 0.1 MILE TO
 CL2015'THE JUNCTION OF PAVED EMANUEL COUNTY ROAD 91854 TO THE LEFT AND PAVED
 CL2015'EMANUEL COUNTY ROAD 252 TO THE RIGHT.  TURN LEFT GOING EAST AND THEN
 CL2015'SOUTHEAST ALONG COUNTY ROAD 91854 FOR 2.1 MILES TO THE AZIMUTH MARK
 CL2015'ON THE LEFT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 91854 FOR
 CL2015'0.25 MILE TO THE JUNCTION OF DIRT CANDLER COUNTY ROAD 220 TO THE
 CL2015'RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG COUNTY ROAD 91854 FOR
 CL2015'0.15 MILE TO THE STATION ON THE RIGHT.
 CL2015'
 CL2015'THE STATION IS LOCATED 38.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2015'THE ROAD, 238.5 FEET SOUTHEAST OF A RIGHT OF WAY MARKER ON THE NORTH
 CL2015'SIDE OF THE ROAD, 293.7 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE
 CL2015'CABLE PEDESTAL ON THE NORTH SIDE OF THE ROAD, AND 3.0 FEET
 CL2015'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2015'STAMPED---021-201 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2015'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2015'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2015'STAMPED---021-201 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2015'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL2015'
 CL2015'REFERENCE MARK 1 IS LOCATED 37 FEET SOUTH-SOUTHWEST OF THE
 CL2015'CENTERLINE OF THE ROAD, 221.2 FEET WEST-NORTHWEST OF THE WEST END OF A
 CL2015'24 INCH CONCRETE SIDE DRAIN CULVERT UNDER A FIELD ACCESS ROAD TO THE
 CL2015'SOUTH, AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CL2015'STANDARD DISK STAMPED---021-201 1979 RM 1---, SET IN THE TOP OF A 10
 CL2015'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2015'WITH STEEL RODS EMBEDDED.
 CL2015'
 CL2015'THE AZIIMUTH MARK IS LOCATED 45.5 FEET NORTH-NORTHEAST OF THE
 CL2015'CENTERLINE OF THE ROAD, 49.3 FEET EAST-SOUTHEAST OF A 14 INCH OAK
 CL2015'TREE, 65.0 FEET WEST OF ANOTHER 14 INCH OAK TREE, 10.9 FEET WEST OF A
 CL2015'RIGHT OF WAY MARKER, AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 CL2015'IT IS A STANDARD DISK STAMPED---021-201 1979 AZ MK---, SET IN THE TOP
 CL2015'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2015'GROUND WITH STEEL RODS EMBEDDED.
 CL2015'
 CL2015'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAIINED
 CL2015'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976
 CL2015'AND CANDLER COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2006 ***********************************************************************
 CL2006  DESIGNATION -  BV 021 201 GADT AZ MK
 CL2006  PID         -  CL2006
 CL2006  STATE/COUNTY-  GA/CANDLER
 CL2006  USGS QUAD   -  STILLMORE (1985)
 CL2006
 CL2006                         *CURRENT SURVEY CONTROL
 CL2006  ___________________________________________________________________
 CL2006* NAD 83(1994)-  32 25 57.66615(N)    082 11 05.64643(W)     ADJUSTED  
 CL2006* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL2006  ___________________________________________________________________
 CL2006  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CL2006  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 CL2006
 CL2006  HORZ ORDER  -  SECOND
 CL2006
 CL2006.The horizontal coordinates were established by classical geodetic methods
 CL2006.and adjusted by the National Geodetic Survey in September 1997..
 CL2006
 CL2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2006
 CL2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2006
 CL2006.The geoid height was determined by GEOID03.
 CL2006
 CL2006;                    North         East     Units Scale Factor Converg.
 CL2006;SPC GA E     -   269,692.917   198,285.219   MT  0.99990004   -0 00 35.2
 CL2006;SPC GA E     -   884,817.51    650,540.76   sFT  0.99990004   -0 00 35.2
 CL2006;UTM  17      - 3,589,015.006   388,605.074   MT  0.99975302   -0 38 07.9
 CL2006
 CL2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2006!SPC GA E     -   0.99999287  x   0.99990004  =   0.99989291
 CL2006!UTM  17      -   0.99999287  x   0.99975302  =   0.99974589
 CL2006
 CL2006                          SUPERSEDED SURVEY CONTROL
 CL2006
 CL2006  NAD 83(1986)-  32 25 57.66971(N)    082 11 05.64391(W) AD(       ) 2
 CL2006  NAD 27      -  32 25 57.06569(N)    082 11 06.19486(W) AD(       ) 2
 CL2006  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL2006
 CL2006.Superseded values are not recommended for survey control.
 CL2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2006.See file dsdata.txt to determine how the superseded data were derived.
 CL2006
 CL2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8860589015(NAD 83)
 CL2006_MARKER: DD = SURVEY DISK
 CL2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2006+STABILITY: SURFACE MOTION
 CL2006
 CL2006  HISTORY     - Date     Condition        Report By
 CL2006  HISTORY     - 1979     MONUMENTED       GADT
 CL2006
 CL2006                          STATION DESCRIPTION
 CL2006
 CL2006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2006'THE STATION IS LOCATED APPROXIMATELY 2 MIILES EAST-SOUTHEAST OF
 CL2006'STILLMORE, 8 MILES WEST-NORTHWEST OF METTER, AND 9 MILES
 CL2006'EAST-NORTHEAST OF OAK PARK ON COUNTY RIGHT OF WAY.
 CL2006'
 CL2006'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL2006'ROUTE 57 IN STILLMORE, GO SOUTH ALONG STATE ROUTE 57 FOR 0.1 MILE TO
 CL2006'THE JUNCTION OF PAVED EMANUEL COUNTY ROAD 91854 TO THE LEFT AND PAVED
 CL2006'EMANUEL COUNTY ROAD 252 TO THE RIGHT.  TURN LEFT GOING EAST AND THEN
 CL2006'SOUTHEAST ALONG COUNTY ROAD 91854 FOR 2.1 MILES TO THE STATION ON
 CL2006'THE LEFT.
 CL2006'
 CL2006'THE STATION IS LOCATED 45.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL2006'THE ROAD, 49.3 FEET EAST-SOUTHEAST OF A 14 INCH OAK TREE, 65.0 FEET
 CL2006'WEST OF ANOTHER 14 INCH OAK TREE, 10.9 FEET WEST OF A RIGHT OF WAY
 CL2006'MARKER, AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 CL2006'STANDARD BRASS DISK STAMPED---021-201 1979 AZ MK---, SET IN THE TOP OF
 CL2006'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2006'GROUND WITH STEEL RODS EMBEDDED.
 CL2006'
 CL2006'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2006'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUGUST 1976 AND
 CL2006'CANDLER COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2005 ***********************************************************************
 CL2005  DESIGNATION -  BV 021 201 GADT RM 1
 CL2005  PID         -  CL2005
 CL2005  STATE/COUNTY-  GA/CANDLER
 CL2005  USGS QUAD   -  STILLMORE (1985)
 CL2005
 CL2005                         *CURRENT SURVEY CONTROL
 CL2005  ___________________________________________________________________
 CL2005* NAD 83(1994)-  32 25 49.60739(N)    082 10 40.99221(W)     ADJUSTED  
 CL2005* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL2005  ___________________________________________________________________
 CL2005  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CL2005  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CL2005
 CL2005  HORZ ORDER  -  SECOND
 CL2005
 CL2005.The horizontal coordinates were established by classical geodetic methods
 CL2005.and adjusted by the National Geodetic Survey in September 1997..
 CL2005
 CL2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2005
 CL2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2005
 CL2005.The geoid height was determined by GEOID03.
 CL2005
 CL2005;                    North         East     Units Scale Factor Converg.
 CL2005;SPC GA E     -   269,444.610   198,929.197   MT  0.99990001   -0 00 22.0
 CL2005;SPC GA E     -   884,002.86    652,653.54   sFT  0.99990001   -0 00 22.0
 CL2005;UTM  17      - 3,588,759.720   389,246.207   MT  0.99975126   -0 37 54.6
 CL2005
 CL2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2005!SPC GA E     -   0.99999429  x   0.99990001  =   0.99989430
 CL2005!UTM  17      -   0.99999429  x   0.99975126  =   0.99974555
 CL2005
 CL2005                          SUPERSEDED SURVEY CONTROL
 CL2005
 CL2005  NAD 83(1986)-  32 25 49.61087(N)    082 10 40.98973(W) AD(       ) 2
 CL2005  NAD 27      -  32 25 49.00677(N)    082 10 41.54131(W) AD(       ) 2
 CL2005  NGVD 29 (07/19/86)   66.     (m)          217.     (f) VERT ANG       
 CL2005
 CL2005.Superseded values are not recommended for survey control.
 CL2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2005.See file dsdata.txt to determine how the superseded data were derived.
 CL2005
 CL2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8924688760(NAD 83)
 CL2005_MARKER: DD = SURVEY DISK
 CL2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2005+STABILITY: SURFACE MOTION
 CL2005
 CL2005  HISTORY     - Date     Condition        Report By
 CL2005  HISTORY     - 1979     MONUMENTED       GADT
 CL2005
 CL2005                          STATION DESCRIPTION
 CL2005
 CL2005'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2005'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST OF
 CL2005'STILLMORE, 7-1/2 MILES WEST-NORTHWEST OF METTER, AND 9-1/4 MILES
 CL2005'EAST-NORTHEAST OF OAK PARK ON COUNTY RIGHT OF WAY.
 CL2005'
 CL2005'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL2005'ROUTE 57 IN STILLMORE, GO SOUTH ALONG STATE ROOUTE 57 FOR 0.1 MILE TO
 CL2005'THE JUNCTION OF PAVED EMANUEL COUNTY ROAD 91854 TO THE LEFT AND PAVED
 CL2005'EMANUEL COUNTY ROAD 252 TO THE RIGHT.  TURN LEFT GOING EAST AND THEN
 CL2005'SOUTHEAST ALONG COUNTY ROAD 91854 FOR 2.35 MILES TO THE JUNCTION OF
 CL2005'DIRT CANDLER COUNTY ROAD 220 TO THE RIGHT.  CONTINUE GOING EAST-
 CL2005'SOUTHEAST ALONG COUNTY ROAD 91854 FOR 0.15 MILE TO THE STATION ON
 CL2005'THE RIGHT.
 CL2005'
 CL2005'THE STATION IS LOCATED 37 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2005'THE ROAD, 221.2 FEET WEST-NORTHWEST OF THE WEST END OF A 24 INCH
 CL2005'CONCRETE SIDE DRAIN CULVERT UNDER A FIELD ACCESS ROAD TO THE SOUTH,
 CL2005'AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL2005'BRASS DISK STAMPED---021-201 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2005'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2005'STEEL RODS EMBEDDED.
 CL2005'
 CL2005'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2005'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUGUST 1976 AND
 CL2005'CANDLER COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1991 ***********************************************************************
 CL1991  DESIGNATION -  BV 021 202 GADT
 CL1991  PID         -  CL1991
 CL1991  STATE/COUNTY-  GA/CANDLER
 CL1991  USGS QUAD   -  METTER (1985)
 CL1991
 CL1991                         *CURRENT SURVEY CONTROL
 CL1991  ___________________________________________________________________
 CL1991* NAD 83(1994)-  32 28 42.53589(N)    082 02 38.86936(W)     ADJUSTED  
 CL1991* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL1991  ___________________________________________________________________
 CL1991  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CL1991  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1991
 CL1991  HORZ ORDER  -  SECOND
 CL1991
 CL1991.The horizontal coordinates were established by classical geodetic methods
 CL1991.and adjusted by the National Geodetic Survey in September 1997..
 CL1991
 CL1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1991
 CL1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1991
 CL1991.The geoid height was determined by GEOID03.
 CL1991
 CL1991;                    North         East     Units Scale Factor Converg.
 CL1991;SPC GA E     -   274,777.542   211,517.157   MT  0.99990164   +0 03 56.9
 CL1991;SPC GA E     -   901,499.32    693,952.54   sFT  0.99990164   +0 03 56.9
 CL1991;UTM  17      - 3,593,953.914   401,889.594   MT  0.99971870   -0 33 38.6
 CL1991
 CL1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1991!SPC GA E     -   0.99999149  x   0.99990164  =   0.99989313
 CL1991!UTM  17      -   0.99999149  x   0.99971870  =   0.99971019
 CL1991
 CL1991|---------------------------------------------------------------------|
 CL1991| PID    Reference Object                     Distance      Geod. Az  |
 CL1991|                                                           dddmmss.s |
 CL1991| CL1990 BV 021 202 GADT TPT                   9.649 METERS 02401     |
 CL1991| CL1981 301L 30E                             50.575 METERS 14127     |
 CL1991| CL1983 BV 021 202 GADT AZ MK               APPROX. 1.0 KM 2943758.6 |
 CL1991| CL1982 BV 021 202 GADT RM 1                 13.797 METERS 29448     |
 CL1991|---------------------------------------------------------------------|
 CL1991
 CL1991                          SUPERSEDED SURVEY CONTROL
 CL1991
 CL1991  NAD 83(1986)-  32 28 42.53776(N)    082 02 38.86667(W) AD(       ) 2
 CL1991  NAD 27      -  32 28 41.94416(N)    082 02 39.43224(W) AD(       ) 2
 CL1991  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL1991
 CL1991.Superseded values are not recommended for survey control.
 CL1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1991.See file dsdata.txt to determine how the superseded data were derived.
 CL1991
 CL1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0189093954(NAD 83)
 CL1991_MARKER: DD = SURVEY DISK
 CL1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1991+STABILITY: SURFACE MOTION
 CL1991
 CL1991  HISTORY     - Date     Condition        Report By
 CL1991  HISTORY     - 1979     MONUMENTED       GADT
 CL1991
 CL1991                          STATION DESCRIPTION
 CL1991
 CL1991'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1991'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF METTER, 8 MILES
 CL1991'NORTHWEST OF PULASKI, AND 9-3/4 MILES SOUTHEAST OF TWIN CITY ON THE
 CL1991'PROPERTY OF MR. J. DURDEN.
 CL1991'
 CL1991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1991'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1991'TWIN CITY, GO SOUTH ALONG STATE ROUTE 121 FOR 2.8 MILES TO THE
 CL1991'JUNCTION OF DIRT COUNTY ROAD 108 CROSSING.  CONTINUE GOING SOUTH ALONG
 CL1991'STATE ROUTE 121 FOR 2.5 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1991'91853 CROSSING.  TURN LEFT GOING EAST ALONG COUNTY ROAD 91853 FOR 0.1
 CL1991'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 88 TO THE RIGHT, AND THE
 CL1991'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL1991'91853 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 93 TO THE LEFT, AND
 CL1991'THE DURDEN RESIDENCE AND THE STATION ON THE RIGHT.
 CL1991'
 CL1991'THE STATION IS LOCATED 47.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 CL1991'ROAD 91853, 30.5 FEET EAST-SOUTHEAST OF A 26 INCH PECAN TREE, AND 29.5
 CL1991'FEET WEST-SOUTHWEST OF THE NORTHWESTERN END OF AN 18 INCH CONCRETE
 CL1991'CULVERT UNDER THE DRIVEWAY TO THE DURDEN RESIDENCE.  IT IS A STANDARD
 CL1991'BRASS DISK STAMPED---021-202 1979---, SET IN THE TOP OF A 10 INCH
 CL1991'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1991'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1991'STAMPED---021-202 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1991'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1991'
 CL1991'REFERENCE MARK 1 IS LOCATED 59.3 FEET SOUTHWEST OF THE CENTERLINE OF
 CL1991'THE ROAD, 11.6 FEET SOUTH-SOUTHWEST OF A POWER POLE, 38.8 FEET SOUTH
 CL1991'OF THE SOUTHEASTERN END OF AN 18 INCH CONCRETE CULVERT UNDER A
 CL1991'DRIVEWAY TO THE SOUTHWEST TO A RED BRICK HOUSE WITH RED ROOF, 17.0
 CL1991'FEET NORTH-NORTHWEST OF A 26 INCH OAK TREE, AND 5.0 FEET NORTH-
 CL1991'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---021-202
 CL1991'1979 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1991'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1991'
 CL1991'BENCH MARK 301L 30E USGS IS LOCATED 78.5 FEET SOUTHWEST OF THE
 CL1991'CENTERLINE OF COUNTY ROAD 91853, 56.3 FEET WEST-SOUTHWEST OF THE
 CL1991'SOUTHWEST END OF A 24 INCH CONCRETE CROSSDRAIN CULVERT UNDER THE ROAD,
 CL1991'127.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEASTERN END OF AN 18 INCH
 CL1991'CONCRETE CULVERT UNDER THE DRIVEWAY TO THE DURDEN RESIDENCE, 190.0
 CL1991'FEET SOUTHEAST OF THE 26 INCH PECAN TREE, AND 1.0 FOOT NORTHEAST OF A
 CL1991'WITNESS POST.  IT IS A STANDARD USGS ALUMINUM DISK STAMPED---301L 30E
 CL1991'1969---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1991'WITH THE SURFACE OF THE GROUND.
 CL1991'
 CL1991'THE AZIMUTH MARK IS LOCATED 46.5 FEET SOUTHWEST OF THE CENTERLINE OF
 CL1991'COUNTY ROAD 91853, 39 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 88,
 CL1991'3.5 FEET NORTHEAST OF A RIGHT OF WAY MARKER, 66.2 FEET WEST-NORTHWEST
 CL1991'OF THE NORTHWESTERN END OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD
 CL1991'ACCESS DRIVEWAY TO THE SOUTHWEST FROM COUNTY ROAD 91853, 61.2 FEET
 CL1991'NORTH-NORTHWEST OF A 24 INCH PECAN TREE, AND 3.0 FEET NORTHEAST OF A
 CL1991'WITNESS POST.  IT IS A STANDARD DISK STAMPED---021-202 1979 AZ MK---,
 CL1991'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1991'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1991'
 CL1991'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1991'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1983 ***********************************************************************
 CL1983  DESIGNATION -  BV 021 202 GADT AZ MK
 CL1983  PID         -  CL1983
 CL1983  STATE/COUNTY-  GA/CANDLER
 CL1983  USGS QUAD   -  METTER (1985)
 CL1983
 CL1983                         *CURRENT SURVEY CONTROL
 CL1983  ___________________________________________________________________
 CL1983* NAD 83(1994)-  32 28 55.57389(N)    082 03 12.41915(W)     ADJUSTED  
 CL1983* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL1983  ___________________________________________________________________
 CL1983  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL1983  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CL1983
 CL1983  HORZ ORDER  -  SECOND
 CL1983
 CL1983.The horizontal coordinates were established by classical geodetic methods
 CL1983.and adjusted by the National Geodetic Survey in September 1997..
 CL1983
 CL1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1983
 CL1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1983
 CL1983.The geoid height was determined by GEOID03.
 CL1983
 CL1983;                    North         East     Units Scale Factor Converg.
 CL1983;SPC GA E     -   275,178.160   210,640.803   MT  0.99990140   +0 03 38.9
 CL1983;SPC GA E     -   902,813.68    691,077.37   sFT  0.99990140   +0 03 38.9
 CL1983;UTM  17      - 3,594,364.017   401,017.832   MT  0.99972081   -0 33 56.8
 CL1983
 CL1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1983!SPC GA E     -   0.99999180  x   0.99990140  =   0.99989320
 CL1983!UTM  17      -   0.99999180  x   0.99972081  =   0.99971262
 CL1983
 CL1983                          SUPERSEDED SURVEY CONTROL
 CL1983
 CL1983  NAD 83(1986)-  32 28 55.57586(N)    082 03 12.41639(W) AD(       ) 2
 CL1983  NAD 27      -  32 28 54.98240(N)    082 03 12.98113(W) AD(       ) 2
 CL1983  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL1983
 CL1983.Superseded values are not recommended for survey control.
 CL1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1983.See file dsdata.txt to determine how the superseded data were derived.
 CL1983
 CL1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0101894364(NAD 83)
 CL1983_MARKER: DD = SURVEY DISK
 CL1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1983+STABILITY: SURFACE MOTION
 CL1983
 CL1983  HISTORY     - Date     Condition        Report By
 CL1983  HISTORY     - 1979     MONUMENTED       GADT
 CL1983
 CL1983                          STATION DESCRIPTION
 CL1983
 CL1983'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1983'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF METTER, 8-3/4
 CL1983'MILES NORTHWEST OF PULASKI, AND 9-1/2 MILES SOUTHEAST OF TWIN CITY ON
 CL1983'COUNTY RIGHT OF WAY.
 CL1983'
 CL1983'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1983'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1983'TWIN CITY, GO SOUTH ALONG STATE ROUTE 121 FOR 2.8 MILES TO THE
 CL1983'JUNCTION OF DIRT COUNTY ROAD 108 CROSSING.  CONTINUE GOING SOUTH ALONG
 CL1983'STATE ROUTE 121 FOR 2.5 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1983'91853 CROSSING.  TURN LEFT GOING EAST ALONG COUNTY ROAD 91853 FOR 0.1
 CL1983'MILE TO THE STATION ON THE RIGHT.
 CL1983'
 CL1983'THE STATION IS LOCATED 46.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 CL1983'ROAD 91853, 39 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 88, 3.5 FEET
 CL1983'NORTHEAST OF A RIGHT OF WAY MARKER, 66.2 FEET WEST-NORTHWEST OF THE
 CL1983'NORTHWESTERN END OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD ACCESS
 CL1983'DRIVEWAY TO THE SOUTHWEST FROM COUNTY ROAD 91853, 61.2 FEET NORTH-
 CL1983'NORTHWEST OF A 24 INCH PECAN TREE, AND 3.0 FEET NORTHEAST OF A WITNESS
 CL1983'POST.  IT IS A STANDARD BRASS DISK STAMPED---021-202 1979 AZ MK---,
 CL1983'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1983'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1983'
 CL1983'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1983'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1982 ***********************************************************************
 CL1982  DESIGNATION -  BV 021 202 GADT RM 1
 CL1982  PID         -  CL1982
 CL1982  STATE/COUNTY-  GA/CANDLER
 CL1982  USGS QUAD   -  METTER (1985)
 CL1982
 CL1982                         *CURRENT SURVEY CONTROL
 CL1982  ___________________________________________________________________
 CL1982* NAD 83(1994)-  32 28 42.72373(N)    082 02 39.34903(W)     ADJUSTED  
 CL1982* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 CL1982  ___________________________________________________________________
 CL1982  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CL1982  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1982
 CL1982  HORZ ORDER  -  SECOND
 CL1982
 CL1982.The horizontal coordinates were established by classical geodetic methods
 CL1982.and adjusted by the National Geodetic Survey in September 1997..
 CL1982
 CL1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1982
 CL1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1982
 CL1982.The geoid height was determined by GEOID03.
 CL1982
 CL1982;                    North         East     Units Scale Factor Converg.
 CL1982;SPC GA E     -   274,783.313   211,504.627   MT  0.99990163   +0 03 56.6
 CL1982;SPC GA E     -   901,518.25    693,911.43   sFT  0.99990163   +0 03 56.6
 CL1982;UTM  17      - 3,593,959.821   401,877.130   MT  0.99971873   -0 33 38.9
 CL1982
 CL1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1982!SPC GA E     -   0.99999133  x   0.99990163  =   0.99989296
 CL1982!UTM  17      -   0.99999133  x   0.99971873  =   0.99971007
 CL1982
 CL1982                          SUPERSEDED SURVEY CONTROL
 CL1982
 CL1982  NAD 83(1986)-  32 28 42.72561(N)    082 02 39.34634(W) AD(       ) 2
 CL1982  NAD 27      -  32 28 42.13201(N)    082 02 39.91190(W) AD(       ) 2
 CL1982  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 CL1982
 CL1982.Superseded values are not recommended for survey control.
 CL1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1982.See file dsdata.txt to determine how the superseded data were derived.
 CL1982
 CL1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0187793960(NAD 83)
 CL1982_MARKER: DD = SURVEY DISK
 CL1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1982+STABILITY: SURFACE MOTION
 CL1982
 CL1982  HISTORY     - Date     Condition        Report By
 CL1982  HISTORY     - 1979     MONUMENTED       GADT
 CL1982
 CL1982                          STATION DESCRIPTION
 CL1982
 CL1982'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1982'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF METTER, 8 MIILES
 CL1982'NORTHWEST OF PULASKI, AND 9-3/4 MILES SOUTHEAST OF TWIN CITY ON THE
 CL1982'PROPERTY OF MR. J. DURDEN.
 CL1982'
 CL1982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1982'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1982'TWIN CITY, GO SOUTH ALONG STATE ROUTE 121 FOR 2.8 MILES TO THE
 CL1982'JUNCTION OF DIRT COUNTY ROAD 108 CROSSING.  CONTINUE GOING SOUTH ALONG
 CL1982'STATE ROUTE 121 FOR 2.5 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1982'91853 CROSSING.  TURN LEFT GOING EAST ALONG COUNTY ROAD 91853 FOR 0.7
 CL1982'MILE TO THE STATION ON THE RIGHT.
 CL1982'
 CL1982'THE STATION IS LOCATED 59.3 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL1982'ROAD, 11.6 FEET SOUTH-SOUTHWEST OF A POWER POLE, 38.8 FEET SOUTH OF
 CL1982'THE SOUTHEASTERN END OF AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY
 CL1982'TO THE SOUTHWEST TO A RED BRICK HOUSE WITH RED ROOF, 17.0 FEET NORTH-
 CL1982'NORTHWEST OF A 26 INCH OAK TREE, AND 5.0 FEET NORTH-NORTHEAST OF A
 CL1982'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---021-202 1979
 CL1982'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1982'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1982'
 CL1982'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1982'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4123 ***********************************************************************
 CK4123  DESIGNATION -  BV 021 203 GADT
 CK4123  PID         -  CK4123
 CK4123  STATE/COUNTY-  GA/CANDLER
 CK4123  USGS QUAD   -  PULASKI (1978)
 CK4123
 CK4123                         *CURRENT SURVEY CONTROL
 CK4123  ___________________________________________________________________
 CK4123* NAD 83(1994)-  32 27 29.34752(N)    081 58 29.76140(W)     ADJUSTED  
 CK4123* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CK4123  ___________________________________________________________________
 CK4123  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CK4123  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CK4123
 CK4123  HORZ ORDER  -  SECOND
 CK4123
 CK4123.The horizontal coordinates were established by classical geodetic methods
 CK4123.and adjusted by the National Geodetic Survey in September 1997..
 CK4123
 CK4123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4123
 CK4123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4123
 CK4123.The geoid height was determined by GEOID03.
 CK4123
 CK4123;                    North         East     Units Scale Factor Converg.
 CK4123;SPC GA E     -   272,532.833   218,024.992   MT  0.99990401   +0 06 10.4
 CK4123;SPC GA E     -   894,134.80    715,303.66   sFT  0.99990401   +0 06 10.4
 CK4123;UTM  17      - 3,591,638.642   408,371.259   MT  0.99970353   -0 31 23.8
 CK4123
 CK4123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4123!SPC GA E     -   0.99999292  x   0.99990401  =   0.99989693
 CK4123!UTM  17      -   0.99999292  x   0.99970353  =   0.99969645
 CK4123
 CK4123|---------------------------------------------------------------------|
 CK4123| PID    Reference Object                     Distance      Geod. Az  |
 CK4123|                                                           dddmmss.s |
 CK4123| CK4122 BV 021 203 GADT RM 1                  6.236 METERS 10007     |
 CK4123| CK4117 BV 021 203 GADT AZ MK               APPROX. 0.7 KM 2241051.1 |
 CK4123| CK4124 BV 021 203 GADT AZ TPT                8.800 METERS 22421     |
 CK4123|---------------------------------------------------------------------|
 CK4123
 CK4123                          SUPERSEDED SURVEY CONTROL
 CK4123
 CK4123  NAD 83(1986)-  32 27 29.34817(N)    081 58 29.75870(W) AD(       ) 2
 CK4123  NAD 27      -  32 27 28.75382(N)    081 58 30.32891(W) AD(       ) 2
 CK4123  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CK4123
 CK4123.Superseded values are not recommended for survey control.
 CK4123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4123.See file dsdata.txt to determine how the superseded data were derived.
 CK4123
 CK4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0837191639(NAD 83)
 CK4123_MARKER: DD = SURVEY DISK
 CK4123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4123+STABILITY: SURFACE MOTION
 CK4123
 CK4123  HISTORY     - Date     Condition        Report By
 CK4123  HISTORY     - 1979     MONUMENTED       GADT
 CK4123
 CK4123                          STATION DESCRIPTION
 CK4123
 CK4123'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4123'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH OF PULASKI,
 CK4123'5-3/4 MILES SOUTH-SOUTHWEST OF PORTAL, AND 6-3/4 MILES NORTHEAST OF
 CK4123'METTER ON THE PROPERTY OF MR. HENRY KIRKLAND.
 CK4123'
 CK4123'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 129 AND 46 IN
 CK4123'METTER, GO EAST ALONG STATE ROUTE 46 FOR 0.25 MILE TO THE JUNCTION OF
 CK4123'PAVED COUNTY ROAD 90724 TO THE LEFT.  TURN LEFT GOING NORTHEAST ALONG
 CK4123'COUNTY ROAD 90724 FOR 1.9 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CK4123'88 FORKING TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 CK4123'90724 FOR 4.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91853
 CK4123'CROSSING.  TURN RIGHT GOING EAST AND THEN SOUTHEAST ALONG COUNTY
 CK4123'ROAD 91853 FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY
 CK4123'ROAD 68 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 68 FOR
 CK4123'0.9 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 65
 CK4123'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 65 FOR 0.3 MILE TO
 CK4123'THE STATION ON THE LEFT BETWEEN TWO ROWS OF THREE CONCRETE SLABS EACH,
 CK4123'RUNNING EAST TO WEST SUPPORTING PORTABLE BULK TOBACCO BARNS
 CK4123'APPROXIMATELY 200 FEET EAST OF THE ROAD.
 CK4123'
 CK4123'THE STATION IS LOCATED 170 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CK4123'65, 5.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CK4123'WESTERNMOST CONCRETE SLAB IN THE NORTHERN ROW OF SLABS, 9.7 FEET WEST-
 CK4123'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CENTER CONCRETE SLAB IN THE
 CK4123'NORTHERN ROW, 41.9 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 CK4123'WESTERNMOST CONCRETE SLAB IN THE SOUTHERN ROW, 39.6 FEET NORTH OF THE
 CK4123'NORTHWEST CORNER OF THE CENTER CONCRETE SLAB IN THE SOUTHERN ROW,
 CK4123'204.0 FEET EAST OF A POWER POLE WITH A TRANSFORMER ON THE WEST SIDE OF
 CK4123'THE ROAD, AND 5.1 FEET SOUTH-SOUTHEAST OF A WITNESS POST SET AT A
 CK4123'POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED---021-203 1979---,
 CK4123'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CK4123'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CK4123'STATION IS A STANDARD DISK STAMPED---021-203 1979---, SET IN AN
 CK4123'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.86 METER BELOW THE SURFACE
 CK4123'OF THE GROUND.
 CK4123'
 CK4123'REFERENCE MARK 1 IS LOCATED 191 FEET EAST OF THE CENTERLINE OF THE
 CK4123'ROAD, 51.2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CK4123'WESTERNMOST CONCRETE SLAB IN THE SOUTHERN ROW, 37.7 FEET NORTHEAST OF
 CK4123'THE NORTHWEST CORNER OF THE CENTER CONCRETE SLAB IN THE SOUTHERN ROW,
 CK4123'233.4 FEET EAST OF A POWER POLE WITH A TRANSFORMER ON THE WEST SIDE OF
 CK4123'THE ROAD, AND 8.0 FEET SOUTH OF A WITNESS POST SET AT THE SOUTHEAST
 CK4123'CORNER OF THE CENTER CONCRETE SLAB IN THE NORTHERN ROW.  IT IS A
 CK4123'STANDARD DISK STAMPED---021-203 1979 RM 1---, SET IN THE TOP OF A 10
 CK4123'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4123'WITH STEEL RODS EMBEDDED.
 CK4123'
 CK4123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG COUNTY ROAD
 CK4123'65 FOR 0.3 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 67 TO THE RIGHT.
 CK4123'TURN RIGHT GOING WEST ALONG COUNTY ROAD 67 FOR 0.25 MILE TO THE
 CK4123'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 16.5 FEET NORTH OF THE
 CK4123'CENTERLINE OF THE ROAD, 4.4 FEET SOUTHEAST OF A FENCE CORNER FORMING
 CK4123'AN ACUTE ANGLE, 177.8 FEET WEST OF A POWER POLE, 93.0 FEET NORTH-
 CK4123'NORTHWEST OF THE SECOND 24 INCH PECAN TREE FROM THE EAST END OF A ROW
 CK4123'OF SIX PECAN TREES ON THE SOUTH SIDE OF THE ROAD, AND 3.3 FEET SOUTH
 CK4123'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---021-203 1979
 CK4123'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4123'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4123'
 CK4123'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4123'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4117 ***********************************************************************
 CK4117  DESIGNATION -  BV 021 203 GADT AZ MK
 CK4117  PID         -  CK4117
 CK4117  STATE/COUNTY-  GA/CANDLER
 CK4117  USGS QUAD   -  PULASKI (1978)
 CK4117
 CK4117                         *CURRENT SURVEY CONTROL
 CK4117  ___________________________________________________________________
 CK4117* NAD 83(1994)-  32 27 13.45743(N)    081 58 47.97373(W)     ADJUSTED  
 CK4117* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 CK4117  ___________________________________________________________________
 CK4117  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CK4117  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CK4117
 CK4117  HORZ ORDER  -  SECOND
 CK4117
 CK4117.The horizontal coordinates were established by classical geodetic methods
 CK4117.and adjusted by the National Geodetic Survey in September 1997..
 CK4117
 CK4117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4117
 CK4117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4117
 CK4117.The geoid height was determined by GEOID03.
 CK4117
 CK4117;                    North         East     Units Scale Factor Converg.
 CK4117;SPC GA E     -   272,042.557   217,550.247   MT  0.99990380   +0 06 00.6
 CK4117;SPC GA E     -   892,526.29    713,746.10   sFT  0.99990380   +0 06 00.6
 CK4117;UTM  17      - 3,591,153.681   407,891.281   MT  0.99970462   -0 31 33.3
 CK4117
 CK4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4117!SPC GA E     -   0.99999276  x   0.99990380  =   0.99989656
 CK4117!UTM  17      -   0.99999276  x   0.99970462  =   0.99969738
 CK4117
 CK4117                          SUPERSEDED SURVEY CONTROL
 CK4117
 CK4117  NAD 83(1986)-  32 27 13.45815(N)    081 58 47.97109(W) AD(       ) 2
 CK4117  NAD 27      -  32 27 12.86321(N)    081 58 48.54060(W) AD(       ) 2
 CK4117  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 CK4117
 CK4117.Superseded values are not recommended for survey control.
 CK4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4117.See file dsdata.txt to determine how the superseded data were derived.
 CK4117
 CK4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0789191154(NAD 83)
 CK4117_MARKER: DD = SURVEY DISK
 CK4117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4117+STABILITY: SURFACE MOTION
 CK4117
 CK4117  HISTORY     - Date     Condition        Report By
 CK4117  HISTORY     - 1979     MONUMENTED       GADT
 CK4117
 CK4117                          STATION DESCRIPTION
 CK4117
 CK4117'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4117'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH-NORTHWEST OF
 CK4117'PULASKI, 6-1/4 MILES SOUTH-SOUTHWEST OF PORTAL, AND 6-1/2 MILES
 CK4117'NORTHEAST OF METTER ON COUNTY RIGHT OF WAY.
 CK4117'
 CK4117'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 129 AND 46 IN
 CK4117'METTER, GO EAST ALONG STATE ROUTE 46 FOR 0.25 MILE TO THE JUNCTION OF
 CK4117'PAVED COUNTY ROAD 90724 TO THE LEFT.  TURN LEFT GOING NORTHEAST ALONG
 CK4117'COUNTY ROAD 90724 FOR 1.9 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CK4117'88 FORKING TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 CK4117'90724 FOR 4.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91853
 CK4117'CROSSING.  TURN RIGHT GOING EAST AND THEN SOUTHEAST
 CK4117'ALONG COUNTY ROAD 91853 FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY
 CK4117'ROAD 68 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 68 FOR
 CK4117'0.9 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 65
 CK4117'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 65 FOR 0.6 MILE
 CK4117'TO THE JUNCTION OF DIRT COUNTY ROAD 67 TO THE RIGHT.  TURN RIGHT GOING
 CK4117'WEST ALONG COUNTY ROAD 67 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 CK4117'
 CK4117'THE STATION IS LOCATED 16.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CK4117'4.4 FEET SOUTHEAST OF A FENCE CORNER FORMING AN ACUTE ANGLE, 177.8
 CK4117'FEET WEST OF A POWER POLE, 93.0 FEET NORTH-NORTHWEST OF THE SECOND 24
 CK4117'INCH PECAN TREE FROM THE EAST END OF A ROW OF SIX PECAN TREES ON THE
 CK4117'SOUTH SIDE OF THE ROAD, AND 3.3 FEET SOUTH OF A WITNESS POST.  IT IS A
 CK4117'STANDARD BRASS DISK STAMPED---021-203 1979 AZ MK---, SET IN THE TOP OF
 CK4117'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CK4117'GROUND WITH STEEL RODS EMBEDDED.
 CK4117'
 CK4117'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4117'FROM--GENERAL HIGHWAY MAP CANDLER 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4122 ***********************************************************************
 CK4122  DESIGNATION -  BV 021 203 GADT RM 1
 CK4122  PID         -  CK4122
 CK4122  STATE/COUNTY-  GA/CANDLER
 CK4122  USGS QUAD   -  PULASKI (1978)
 CK4122
 CK4122                         *CURRENT SURVEY CONTROL
 CK4122  ___________________________________________________________________
 CK4122* NAD 83(1994)-  32 27 29.31197(N)    081 58 29.52632(W)     ADJUSTED  
 CK4122* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CK4122  ___________________________________________________________________
 CK4122  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CK4122  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CK4122
 CK4122  HORZ ORDER  -  SECOND
 CK4122
 CK4122.The horizontal coordinates were established by classical geodetic methods
 CK4122.and adjusted by the National Geodetic Survey in September 1997..
 CK4122
 CK4122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4122
 CK4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4122
 CK4122.The geoid height was determined by GEOID03.
 CK4122
 CK4122;                    North         East     Units Scale Factor Converg.
 CK4122;SPC GA E     -   272,531.749   218,031.133   MT  0.99990401   +0 06 10.6
 CK4122;SPC GA E     -   894,131.25    715,323.81   sFT  0.99990401   +0 06 10.6
 CK4122;UTM  17      - 3,591,637.491   408,377.387   MT  0.99970352   -0 31 23.6
 CK4122
 CK4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4122!SPC GA E     -   0.99999292  x   0.99990401  =   0.99989693
 CK4122!UTM  17      -   0.99999292  x   0.99970352  =   0.99969644
 CK4122
 CK4122                          SUPERSEDED SURVEY CONTROL
 CK4122
 CK4122  NAD 83(1986)-  32 27 29.31262(N)    081 58 29.52362(W) AD(       ) 2
 CK4122  NAD 27      -  32 27 28.71827(N)    081 58 30.09384(W) AD(       ) 2
 CK4122  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CK4122
 CK4122.Superseded values are not recommended for survey control.
 CK4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4122.See file dsdata.txt to determine how the superseded data were derived.
 CK4122
 CK4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0837791637(NAD 83)
 CK4122_MARKER: DD = SURVEY DISK
 CK4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4122+STABILITY: SURFACE MOTION
 CK4122
 CK4122  HISTORY     - Date     Condition        Report By
 CK4122  HISTORY     - 1979     MONUMENTED       GADT
 CK4122
 CK4122                          STATION DESCRIPTION
 CK4122
 CK4122'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4122'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH OF PULASKI
 CK4122'5-3/4 MILES SOUTH-SOUTHWEST OF PORTAL, AND 6-3/4 MILES NORTHEAST OF
 CK4122'METTER ON THE PROPERTY OF MR. HENRY KIRKLAND.
 CK4122'
 CK4122'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 129 AND 46 IN
 CK4122'METTER, GO EAST ALONG STATE ROUTE 46 FOR 0.25 MILE TO THE JUNCTION OF
 CK4122'PAVED COUNTY ROAD 90724 TO THE LEFT.  TURN LEFT GOING NORTHEAST ALONG
 CK4122'COUNTY ROAD 90724 FOR 1.9 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CK4122'88 FORKING TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 CK4122'90724 FOR 4.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91853
 CK4122'CROSSING.  TURN RIGHT GOING EAST AND THEN SOUTHEAST ALONG COUNTY ROAD
 CK4122'91853 FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY
 CK4122'ROAD 68 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 68 FOR
 CK4122'0.9 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 65
 CK4122'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 65 FOR 0.3 MILE TO
 CK4122'THE STATION ON THE LEFT BETWEEN TWO ROWS OF THREE CONCRETE SLABS EACH
 CK4122'RUNNING EAST TO WEST USED FOR SUPPORTING PORTABLE BULK TOBACCO BARNS
 CK4122'APPROXIMATELY 200 FEET EAST OF THE ROAD.
 CK4122'
 CK4122'THE STATION IS LOCATED 191 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CK4122'65, 51.2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CK4122'WESTERNMOST CONCRETE SLAB IN THE SOUTHERN ROW OF SLABS, 37.7 FEET
 CK4122'NORTHEAST OF THE NORTHWEST CORNER OF THE CENTER CONCRETE SLAB IN THE
 CK4122'SOUTHERN ROW, 233.4 FEET EAST OF A POWER POLE WITH A TRANSFORMER ON
 CK4122'THE WEST SIDE OF THE ROAD, AND 8.0 FEET SOUTH OF A WITNESS POST SET AT
 CK4122'THE SOUTHEAST CORNER OF THE CENTER CONCRETE SLAB IN THE NORTHERN ROW.
 CK4122'IT IS A STANDARD BRASS DISK STAMPED---021-203 1979 RM 1---, SET IN THE
 CK4122'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CK4122'THE GROUND WITH STEEL RODS EMBEDDED.
 CK4122'
 CK4122'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4122'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1772 ***********************************************************************
 CL1772  DESIGNATION -  BV 021 204
 CL1772  PID         -  CL1772
 CL1772  STATE/COUNTY-  GA/CANDLER
 CL1772  USGS QUAD   -  TWIN CITY SE (1971)
 CL1772
 CL1772                         *CURRENT SURVEY CONTROL
 CL1772  ___________________________________________________________________
 CL1772* NAD 83(1994)-  32 31 24.32034(N)    082 05 35.35673(W)     ADJUSTED  
 CL1772* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 CL1772  ___________________________________________________________________
 CL1772  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CL1772  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1772
 CL1772  HORZ ORDER  -  SECOND
 CL1772
 CL1772.The horizontal coordinates were established by classical geodetic methods
 CL1772.and adjusted by the National Geodetic Survey in September 1997..
 CL1772
 CL1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1772
 CL1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1772
 CL1772.The geoid height was determined by GEOID03.
 CL1772
 CL1772;                    North         East     Units Scale Factor Converg.
 CL1772;SPC GA E     -   279,756.475   206,905.940   MT  0.99990059   +0 02 22.3
 CL1772;SPC GA E     -   917,834.37    678,823.90   sFT  0.99990059   +0 02 22.3
 CL1772;UTM  17      - 3,598,982.114   397,333.936   MT  0.99972997   -0 35 16.0
 CL1772
 CL1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1772!SPC GA E     -   0.99999118  x   0.99990059  =   0.99989177
 CL1772!UTM  17      -   0.99999118  x   0.99972997  =   0.99972115
 CL1772
 CL1772|---------------------------------------------------------------------|
 CL1772| PID    Reference Object                     Distance      Geod. Az  |
 CL1772|                                                           dddmmss.s |
 CL1772| CY7269 BV 021 204 RM 1                      18.341 METERS 07327     |
 CL1772| CL1770 BV 021 204 GADT RM 2                380.746 METERS 17815     |
 CL1772| CL1771 BV 021 204 GADT RM 2 TPT             10.534 METERS 17818     |
 CL1772| CL1791 TWIN CITY PINELAND TEL MAST         APPROX. 8.9 KM 3174447.4 |
 CL1772|---------------------------------------------------------------------|
 CL1772
 CL1772                          SUPERSEDED SURVEY CONTROL
 CL1772
 CL1772  NAD 83(1986)-  32 31 24.32284(N)    082 05 35.35348(W) AD(       ) 2
 CL1772  NAD 27      -  32 31 23.73289(N)    082 05 35.91565(W) AD(       ) 2
 CL1772  NGVD 29 (07/19/86)   85.9    (m)          282.     (f) VERT ANG       
 CL1772
 CL1772.Superseded values are not recommended for survey control.
 CL1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1772.See file dsdata.txt to determine how the superseded data were derived.
 CL1772
 CL1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9733498982(NAD 83)
 CL1772_MARKER: DD = SURVEY DISK
 CL1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1772
 CL1772  HISTORY     - Date     Condition        Report By
 CL1772  HISTORY     - 1979     MONUMENTED       GADT
 CL1772
 CL1772                          STATION DESCRIPTION
 CL1772
 CL1772'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1772'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTHEAST OF TWIN
 CL1772'CITY, 9-1/4 MILES NORTHEAST OF STILLMORE, AND 9-1/2 MILES WEST OF
 CL1772'PORTAL ON THE PROPERTY OF ITT RAYONIER INC.  PERMISSION TO SET THE
 CL1772'STATION GRANTED BY MR. OLIN MERCER, ITT RAYONIER INC., BOX 301,
 CL1772'MIDVILLE, GEORGIA.  PHONE (912) 589-7140.  CARE SHOULD BE TAKEN NOT TO
 CL1772'HARM TREES PLANTED IN THE AREA.
 CL1772'
 CL1772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1772'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1772'TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 3.1
 CL1772'MILES TO THE JUNCTION OF PAVED EMANUEL COUNTY ROAD 453 TO THE LEFT
 CL1772'AND DIRT EMANUEL COUNTY ROAD 301 TO THE RIGHT.  TURN LEFT GOING SOUTH
 CL1772'ALONG EMANUEL COUNTY ROAD (BECOMES CANDLER COUNTY ROAD 221) FOR 3.05
 CL1772'MILES TO THE JUNCTION OF DIRT CANDLER COUNTY ROAD 128 TO THE RIGHT AND
 CL1772'THE STATION ON THE RIGHT.
 CL1772'
 CL1772'THE STATION IS LOCATED 110.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL1772'169 FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL1772'CENTERLINES OF COUNTY ROADS 128 AND 453, 62.3 FEET WEST-SOUTHWEST OF A
 CL1772'POWER POLE, 3.0 FEET WEST-SOUTHWEST OF A WITNESS POST, AND 3.2 FEET
 CL1772'NORTHEAST OF ANOTHER WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1772'STAMPED---021-204 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1772'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1772'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1772'STAMPED---021-204 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1772'APPROXIMATELY 0.96 METER BELOW THE SURFACE OF THE GROUND.
 CL1772'
 CL1772'REFERENCE MARK 1 IS LOCATED 54 FEET WEST OF THE CENTERLINE OF THE
 CL1772'ROAD, 6.0 FEET SOUTH OF THE POWER POLE, 160 FEET NORTH-NORTHWEST OF
 CL1772'THE POINT OF IINTERSECTION OF THE CENTERLINES OF COUNTY ROADS 453 AND
 CL1772'128, AND 3.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL1772'DISK STAMPED---021-204 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1772'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1772'STEEL RODS EMBEDDED.
 CL1772'
 CL1772'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTH ALONG COUNTY ROAD
 CL1772'453 FOR 0.2 MILE TO THE MARK ON THE LEFT ON COUNTY RIGHT OF WAY.  IT
 CL1772'IS LOCATED 43 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.0 FEET WEST
 CL1772'OF A POWER POLE, 120.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CL1772'WHITE WOOD FRAME HOUSE WITH A TIN ROOF ON THE WEST SIDE OF THE ROAD,
 CL1772'168.0 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 CL1772'ON THE WEST SIDE OF THE ROAD, 193.6 FEET SOUTH-SOUTHWEST OF A POWER
 CL1772'POLE WITH A TRANSFORMER, AND 2.9 FEET WEST OF A WITNESS POST.  IT IS A
 CL1772'STANDARD DISK STAMPED---021-204 1979 RM 2---, SET IN THE TOP OF A 10
 CL1772'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1772'WITH STEEL RODS EMBEDDED.
 CL1772'
 CL1772'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1772'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976 AND
 CL1772'CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1770 ***********************************************************************
 CL1770  DESIGNATION -  BV 021 204 GADT RM 2
 CL1770  PID         -  CL1770
 CL1770  STATE/COUNTY-  GA/CANDLER
 CL1770  USGS QUAD   -  TWIN CITY SE (1971)
 CL1770
 CL1770                         *CURRENT SURVEY CONTROL
 CL1770  ___________________________________________________________________
 CL1770* NAD 83(1994)-  32 31 11.96604(N)    082 05 34.91016(W)     ADJUSTED  
 CL1770* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 CL1770  ___________________________________________________________________
 CL1770  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CL1770  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 CL1770
 CL1770  HORZ ORDER  -  SECOND
 CL1770
 CL1770.The horizontal coordinates were established by classical geodetic methods
 CL1770.and adjusted by the National Geodetic Survey in September 1997..
 CL1770
 CL1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1770
 CL1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1770
 CL1770.The geoid height was determined by GEOID03.
 CL1770
 CL1770;                    North         East     Units Scale Factor Converg.
 CL1770;SPC GA E     -   279,375.954   206,917.857   MT  0.99990059   +0 02 22.5
 CL1770;SPC GA E     -   916,585.94    678,863.00   sFT  0.99990059   +0 02 22.5
 CL1770;UTM  17      - 3,598,601.550   397,341.685   MT  0.99972995   -0 35 15.6
 CL1770
 CL1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1770!SPC GA E     -   0.99999132  x   0.99990059  =   0.99989191
 CL1770!UTM  17      -   0.99999132  x   0.99972995  =   0.99972128
 CL1770
 CL1770                          SUPERSEDED SURVEY CONTROL
 CL1770
 CL1770  NAD 83(1986)-  32 31 11.96855(N)    082 05 34.90698(W) AD(       ) 2
 CL1770  NAD 27      -  32 31 11.37827(N)    082 05 35.46908(W) AD(       ) 2
 CL1770  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 CL1770
 CL1770.Superseded values are not recommended for survey control.
 CL1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1770.See file dsdata.txt to determine how the superseded data were derived.
 CL1770
 CL1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9734298602(NAD 83)
 CL1770_MARKER: DD = SURVEY DISK
 CL1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1770+STABILITY: SURFACE MOTION
 CL1770
 CL1770  HISTORY     - Date     Condition        Report By
 CL1770  HISTORY     - 1979     MONUMENTED       GADT
 CL1770
 CL1770                          STATION DESCRIPTION
 CL1770
 CL1770'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1770'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES SOUTHEAST OF TWIN
 CL1770'CITY, 9 MILES NORTHEAST OF STILLMORE, AND 9-1/4 MILES WEST OF PORTAL
 CL1770'ON COUNTY RIGHT OF WAY.
 CL1770'
 CL1770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1770'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1770'TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 3.1
 CL1770'MILES TO THE JUNCTION OF PAVED EMANUEL COUNTY ROAD 453 TO THE LEFT
 CL1770'AND DIRT EMANUEL COUNTY ROAD 301 TO THE RIGHT.  TURN LEFT GOING SOUTH
 CL1770'ALONG EMANUEL COUNTY ROAD 453 (BECOMES CANDLER COUNTY ROAD 221) FOR
 CL1770'3.05 MILES TO THE JUNCTION OF DIRT CANDLER COUNTY ROAD 128 TO THE
 CL1770'RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 453 FOR 0.2 MILE TO THE
 CL1770'STATION ON THE LEFT.
 CL1770'
 CL1770'THE STATION IS LOCATED 43 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.0
 CL1770'FEET WEST OF A POWER POLE, 120.5 FEET SOUTHEAST OF THE SOUTHEAST
 CL1770'CORNER OF A WHITE WOOD FRAME HOUSE WITH A TIN ROOF ON THE WEST SIDE OF
 CL1770'THE ROAD, 168.0 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL1770'PEDESTAL ON THE WEST SIDE OF THE ROAD, 193.6 FEET SOUTH-SOUTHWEST OF A
 CL1770'POWER POLE WITH TRANSFORMER, AND 2.9 FEET WEST OF A WITNESS POST.  IT
 CL1770'IS A STANDARD BRASS DISK STAMPED---021-204 1979 RM 2---, SET IN THE
 CL1770'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1770'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1770'
 CL1770'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1770'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976 AND
 CL1770'CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4121 ***********************************************************************
 CK4121  DESIGNATION -  BV 021 205 GADT
 CK4121  PID         -  CK4121
 CK4121  STATE/COUNTY-  GA/CANDLER
 CK4121  USGS QUAD   -  PULASKI (1978)
 CK4121
 CK4121                         *CURRENT SURVEY CONTROL
 CK4121  ___________________________________________________________________
 CK4121* NAD 83(1994)-  32 25 09.46468(N)    081 57 23.87133(W)     ADJUSTED  
 CK4121* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 CK4121  ___________________________________________________________________
 CK4121  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CK4121  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK4121
 CK4121  HORZ ORDER  -  SECOND
 CK4121
 CK4121.The horizontal coordinates were established by classical geodetic methods
 CK4121.and adjusted by the National Geodetic Survey in September 1997..
 CK4121
 CK4121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4121
 CK4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4121
 CK4121.The geoid height was determined by GEOID03.
 CK4121
 CK4121;                    North         East     Units Scale Factor Converg.
 CK4121;SPC GA E     -   268,227.533   219,754.130   MT  0.99990481   +0 06 45.4
 CK4121;SPC GA E     -   880,009.83    720,976.67   sFT  0.99990481   +0 06 45.4
 CK4121;UTM  17      - 3,587,315.590   410,052.928   MT  0.99969977   -0 30 46.4
 CK4121
 CK4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4121!SPC GA E     -   0.99999213  x   0.99990481  =   0.99989694
 CK4121!UTM  17      -   0.99999213  x   0.99969977  =   0.99969191
 CK4121
 CK4121|---------------------------------------------------------------------|
 CK4121| PID    Reference Object                     Distance      Geod. Az  |
 CK4121|                                                           dddmmss.s |
 CK4121| CK4119 BV 021 205 GADT TPT                   8.389 METERS 06108     |
 CK4121| CK4120 BV 021 205 GADT RM 1                  7.874 METERS 15116     |
 CK4121| CK4116 BV 021 205 GADT AZ MK               APPROX. 0.6 KM 3305657.0 |
 CK4121|---------------------------------------------------------------------|
 CK4121
 CK4121                          SUPERSEDED SURVEY CONTROL
 CK4121
 CK4121  NAD 83(1986)-  32 25 09.46516(N)    081 57 23.86919(W) AD(       ) 2
 CK4121  NAD 27      -  32 25 08.86758(N)    081 57 24.43963(W) AD(       ) 2
 CK4121  NGVD 29 (07/19/86)   80.0    (m)          262.     (f) VERT ANG       
 CK4121
 CK4121.Superseded values are not recommended for survey control.
 CK4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4121.See file dsdata.txt to determine how the superseded data were derived.
 CK4121
 CK4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1005387316(NAD 83)
 CK4121_MARKER: DD = SURVEY DISK
 CK4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4121+STABILITY: SURFACE MOTION
 CK4121
 CK4121  HISTORY     - Date     Condition        Report By
 CK4121  HISTORY     - 1979     MONUMENTED       GADT
 CK4121
 CK4121                          STATION DESCRIPTION
 CK4121
 CK4121'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4121'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH OF PULASKI, 6-1/2
 CK4121'MILES EAST-NORTHEAST OF METTER, AND 8-1/4 MILES SOUTH OF PORTAL ON THE
 CK4121'PROPERTY OF A.W. EDENFIELD.
 CK4121'
 CK4121'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46, PAVED COUNTY
 CK4121'ROAD 49 TO THE SOUTH, AND PAVED COUNTY ROAD 91853 TO THE NORTH IN
 CK4121'PULASKI, GO NORTH ALONG COUNTY ROAD 91853 FOR 0.35 MILE TO A RAILROAD
 CK4121'CROSSING, THE JUNCTION OF PAVED COUNTY ROAD 55 TO THE LEFT, A PAVED
 CK4121'CITY STREET CONTINUING STRAIGHT AHEAD, AND COUNTY ROAD 91853 TURNING
 CK4121'TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 91853 FOR 0.1
 CK4121'MILE TO A TURN TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD
 CK4121'91853 FOR 0.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 58 TO THE
 CK4121'RIGHT AND PAVED STREET TO THE LEFT.  CONTINUE GOING NORTH ALONG
 CK4121'COUNTY ROAD 91853 FOR 1.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CK4121'63 TO THE LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91853 FOR 0.5
 CK4121'MILE TO THE STATION AND THE EDENFIELDS WOOD FRAME BARN WITH RUSTY
 CK4121'METAL ROOF ON THE LEFT.
 CK4121'
 CK4121'THE STATION IS LOCATED 45.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CK4121'THE ROAD, 77.1 FEET SOUTH-SOUTHEAST OF A 30 INCH PECAN TREE, 104.6
 CK4121'FEET WEST-SOUTHWEST OF A 48 INCH OAK TREE ON THE EAST SIDE OF THE
 CK4121'ROAD, AND 5.6 FEET EAST-NORTHEAST OF A WITNESS POST SET AT THE BARN
 CK4121'WALL FACING THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED---021-205
 CK4121'1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4121'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CK4121'UNDERGROUND STATION IS A STANDARD DISK STAMPED---021-205 1979---, SET
 CK4121'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.85 METTER BELOW THE
 CK4121'SURFACE OF THE GROUND.
 CK4121'
 CK4121'REFERENCE MARK 1 IS LOCATED 45 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CK4121'OF THE ROAD, 16.5 FEET WEST OF THE NORTH END OF AN 18 INCH CONCRETE
 CK4121'CULVERT UNDER A FIELD ACCESS ROAD TO THE SOUTHWEST, 30.8 FEET
 CK4121'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL AT A FENCE
 CK4121'CORNER, AND 7.6 FEET EAST-NORTHEAST OF A WITNESS POST SET AT THE BARN
 CK4121'WALL FACING THE ROAD.  IT IS A STANDARD DISK STAMPED---021-205 1979
 CK4121'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4121'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4121'
 CK4121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ALONG
 CK4121'COUNTY ROAD 91853 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 CK4121'IS LOCATED 44 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 230.3
 CK4121'FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CK4121'OF COUNTY ROAD 91853 AND FIELD ACCESS ROADS CROSSING, 24.8 FEET NORTH
 CK4121'OF A POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS
 CK4121'A STANDARD DISK STAMPED---021-205 1979 AZ MK---, SET IN THE TOP OF A
 CK4121'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4121'WITH STEEL RODS EMBEDDED.
 CK4121'
 CK4121'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4121'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4116 ***********************************************************************
 CK4116  DESIGNATION -  BV 021 205 GADT AZ MK
 CK4116  PID         -  CK4116
 CK4116  STATE/COUNTY-  GA/CANDLER
 CK4116  USGS QUAD   -  PULASKI (1978)
 CK4116
 CK4116                         *CURRENT SURVEY CONTROL
 CK4116  ___________________________________________________________________
 CK4116* NAD 83(1994)-  32 25 26.50813(N)    081 57 35.03341(W)     ADJUSTED  
 CK4116* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 CK4116  ___________________________________________________________________
 CK4116  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CK4116  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK4116
 CK4116  HORZ ORDER  -  SECOND
 CK4116
 CK4116.The horizontal coordinates were established by classical geodetic methods
 CK4116.and adjusted by the National Geodetic Survey in September 1997..
 CK4116
 CK4116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4116
 CK4116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4116
 CK4116.The geoid height was determined by GEOID03.
 CK4116
 CK4116;                    North         East     Units Scale Factor Converg.
 CK4116;SPC GA E     -   268,751.919   219,461.500   MT  0.99990467   +0 06 39.4
 CK4116;SPC GA E     -   881,730.25    720,016.60   sFT  0.99990467   +0 06 39.4
 CK4116;UTM  17      - 3,587,843.031   409,766.099   MT  0.99970040   -0 30 52.6
 CK4116
 CK4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4116!SPC GA E     -   0.99999260  x   0.99990467  =   0.99989727
 CK4116!UTM  17      -   0.99999260  x   0.99970040  =   0.99969301
 CK4116
 CK4116                          SUPERSEDED SURVEY CONTROL
 CK4116
 CK4116  NAD 83(1986)-  32 25 26.50863(N)    081 57 35.03119(W) AD(       ) 2
 CK4116  NAD 27      -  32 25 25.91143(N)    081 57 35.60151(W) AD(       ) 2
 CK4116  NGVD 29 (07/19/86)   77.     (m)          253.     (f) VERT ANG       
 CK4116
 CK4116.Superseded values are not recommended for survey control.
 CK4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4116.See file dsdata.txt to determine how the superseded data were derived.
 CK4116
 CK4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0976687843(NAD 83)
 CK4116_MARKER: DD = SURVEY DISK
 CK4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4116+STABILITY: SURFACE MOTION
 CK4116
 CK4116  HISTORY     - Date     Condition        Report By
 CK4116  HISTORY     - 1979     MONUMENTED       GADT
 CK4116
 CK4116                          STATION DESCRIPTION
 CK4116
 CK4116'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4116'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTH OF PULASKI,
 CK4116'6-1/2 MILES EAST-NORTHEAST OF METTER, AND 8 MILES SOUTH OF PORTAL ON
 CK4116'COUNTY RIGHT OF WAY.
 CK4116'
 CK4116'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46, PAVED COUNTY
 CK4116'ROAD 49 TO THE SOUTH, AND PAVED COUNTY ROAD 91853 TO THE NORTH IN
 CK4116'PULASKI, GO NORTH ALONG COUNTY ROAD 91853 FOR 0.35 MILE TO A RAILROAD
 CK4116'CROSSING AND THE JUNCTION OF PAVED COUNTY ROAD 55 TO THE LEFT, A PAVED
 CK4116'CITY STREET CONTINUING STRAIGHT AHEAD, AND COUNTY ROAD 91853 TURNING
 CK4116'TO THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD 91853 FOR 0.1
 CK4116'MILE TO A TURN TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD
 CK4116'91853 FOR 0.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 58 TO THE
 CK4116'RIGHT, AND A PAVED STREET TO THE LEFT.  CONTINUE GOING NORTH ALONG
 CK4116'COUNTY ROAD 91853 FOR 1.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CK4116'63 TO THE LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91853 FOR 0.9
 CK4116'MILE TO THE STATION ON THE RIGHT.
 CK4116'
 CK4116'THE STATION IS LOCATED 44 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CK4116'ROAD, 230.3 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 CK4116'CENTERLINES OF COUNTY ROAD 91853 AND FIELD ACCESS ROADS CROSSING,
 CK4116'24.8 FEET NORTH OF A POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A
 CK4116'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---021-205 1979
 CK4116'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4116'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4116'
 CK4116'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4116'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4120 ***********************************************************************
 CK4120  DESIGNATION -  BV 021 205 GADT RM 1
 CK4120  PID         -  CK4120
 CK4120  STATE/COUNTY-  GA/CANDLER
 CK4120  USGS QUAD   -  PULASKI (1978)
 CK4120
 CK4120                         *CURRENT SURVEY CONTROL
 CK4120  ___________________________________________________________________
 CK4120* NAD 83(1994)-  32 25 09.24056(N)    081 57 23.72643(W)     ADJUSTED  
 CK4120* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CK4120  ___________________________________________________________________
 CK4120  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CK4120  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK4120
 CK4120  HORZ ORDER  -  SECOND
 CK4120
 CK4120.The horizontal coordinates were established by classical geodetic methods
 CK4120.and adjusted by the National Geodetic Survey in September 1997..
 CK4120
 CK4120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4120
 CK4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4120
 CK4120.The geoid height was determined by GEOID03.
 CK4120
 CK4120;                    North         East     Units Scale Factor Converg.
 CK4120;SPC GA E     -   268,220.638   219,757.929   MT  0.99990481   +0 06 45.4
 CK4120;SPC GA E     -   879,987.21    720,989.14   sFT  0.99990481   +0 06 45.4
 CK4120;UTM  17      - 3,587,308.655   410,056.651   MT  0.99969976   -0 30 46.3
 CK4120
 CK4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4120!SPC GA E     -   0.99999213  x   0.99990481  =   0.99989694
 CK4120!UTM  17      -   0.99999213  x   0.99969976  =   0.99969190
 CK4120
 CK4120                          SUPERSEDED SURVEY CONTROL
 CK4120
 CK4120  NAD 83(1986)-  32 25 09.24104(N)    081 57 23.72429(W) AD(       ) 2
 CK4120  NAD 27      -  32 25 08.64346(N)    081 57 24.29473(W) AD(       ) 2
 CK4120  NGVD 29 (07/19/86)   80.     (m)          262.     (f) VERT ANG       
 CK4120
 CK4120.Superseded values are not recommended for survey control.
 CK4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4120.See file dsdata.txt to determine how the superseded data were derived.
 CK4120
 CK4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1005787309(NAD 83)
 CK4120_MARKER: DD = SURVEY DISK
 CK4120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4120+STABILITY: SURFACE MOTION
 CK4120
 CK4120  HISTORY     - Date     Condition        Report By
 CK4120  HISTORY     - 1979     MONUMENTED       GADT
 CK4120
 CK4120                          STATION DESCRIPTION
 CK4120
 CK4120'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4120'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH OF PULASKI, 6-1/2
 CK4120'MILES EAST-NORTHEAST OF METTER, AND 8-1/4 MILES SOUTH OF PORTAL ON THE
 CK4120'PROPERTY OF A.W. EDENFIELD.
 CK4120'
 CK4120'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46, PAVED COUNTY
 CK4120'ROAD 49 TO THE SOUTH, AND PAVED COUNTY ROAD 91853 TO THE NORTH IN
 CK4120'PULASKI, GO NORTH ALONG COUNTY ROAD 91853 FOR 0.35 MILE TO A RAILROAD
 CK4120'CROSSING, THE JUNCTION OF PAVED COUNTY ROAD 55 TO THE LEFT, A PAVED
 CK4120'CITY STREET CONTINUING STRAIGHT AHEAD, AND COUNTY ROAD 91853 TURNING
 CK4120'TO THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD 91853 FOR 0.1
 CK4120'MILE TO A TURN TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD
 CK4120'91853 FOR 0.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 58 TO THE
 CK4120'RIGHT AND A PAVED STREET TO THE LEFT.  CONTINUE GOING NORTH ALONG
 CK4120'COUNTY ROAD 91853 FOR 1.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CK4120'63 TO THE LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91853 FOR 0.5
 CK4120'MILE TO THE STATION AND THE EDENFIELDS WOOD FRAME BARN WITH RUSTY
 CK4120'METAL ROOF ON THE LEFT.
 CK4120'
 CK4120'THE STATION IS LOCATED 45 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CK4120'ROAD, 16.5 FEET WEST OF THE NORTH END OF AN 18 INCH CONCRETE CULVERT
 CK4120'UNDER A FIELD ACCESS ROAD TO THE SOUTHWEST, 30.8 FEET NORTHWEST OF AN
 CK4120'UNDERGROUND TELEPHONE CABLE PEDESTAL AT A FENCE CORNER, AND 7.6 FEET
 CK4120'EAST-NORTHEAST OF A WITNESS POST SET AT A BARN WALL FACING THE ROAD.
 CK4120'IT IS A STANDARD BRASS DISK STAMPED---021-205 1979 RM 1---, SET IN THE
 CK4120'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CK4120'THE GROUND WITH STEEL RODS EMBEDDED.
 CK4120'
 CK4120'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4120'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4110 ***********************************************************************
 CK4110  DESIGNATION -  BV 021 206 GADT
 CK4110  PID         -  CK4110
 CK4110  STATE/COUNTY-  GA/CANDLER
 CK4110  USGS QUAD   -  REGISTER (1978)
 CK4110
 CK4110                         *CURRENT SURVEY CONTROL
 CK4110  ___________________________________________________________________
 CK4110* NAD 83(1994)-  32 21 23.64448(N)    081 59 30.59022(W)     ADJUSTED  
 CK4110* NAVD 88     -        70.5    (meters)     231.     (feet)  VERTCON   
 CK4110  ___________________________________________________________________
 CK4110  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CK4110  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CK4110
 CK4110  HORZ ORDER  -  FIRST
 CK4110
 CK4110.The horizontal coordinates were established by classical geodetic methods
 CK4110.and adjusted by the National Geodetic Survey in September 1997..
 CK4110
 CK4110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4110
 CK4110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4110
 CK4110.The geoid height was determined by GEOID03.
 CK4110
 CK4110;                    North         East     Units Scale Factor Converg.
 CK4110;SPC GA E     -   261,266.137   216,454.918   MT  0.99990334   +0 05 36.9
 CK4110;SPC GA E     -   857,170.65    710,152.51   sFT  0.99990334   +0 05 36.9
 CK4110;UTM  17      - 3,580,391.982   406,678.658   MT  0.99970739   -0 31 51.1
 CK4110
 CK4110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4110!SPC GA E     -   0.99999358  x   0.99990334  =   0.99989692
 CK4110!UTM  17      -   0.99999358  x   0.99970739  =   0.99970097
 CK4110
 CK4110:                Primary Azimuth Mark                     Grid Az
 CK4110:SPC GA E     -  BV 021 206 GADT AZ MK                    117 57 52.8
 CK4110:UTM  17      -  BV 021 206 GADT AZ MK                    118 35 20.8
 CK4110
 CK4110|---------------------------------------------------------------------|
 CK4110| PID    Reference Object                     Distance      Geod. Az  |
 CK4110|                                                           dddmmss.s |
 CK4110| CK4103 BV 021 206 GADT AZ MK               APPROX. 0.8 KM 1180329.7 |
 CK4110| CK4111 BV 021 206 GADT RM 1                  7.665 METERS 29728     |
 CK4110|---------------------------------------------------------------------|
 CK4110
 CK4110                          SUPERSEDED SURVEY CONTROL
 CK4110
 CK4110  NAD 83(1986)-  32 21 23.64568(N)    081 59 30.58878(W) AD(       ) 1
 CK4110  NAD 27      -  32 21 23.03839(N)    081 59 31.15675(W) AD(       ) 1
 CK4110  NGVD 29 (07/19/86)   70.7    (m)          232.     (f) VERT ANG       
 CK4110
 CK4110.Superseded values are not recommended for survey control.
 CK4110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4110.See file dsdata.txt to determine how the superseded data were derived.
 CK4110
 CK4110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0667980392(NAD 83)
 CK4110_MARKER: DD = SURVEY DISK
 CK4110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4110+STABILITY: SURFACE MOTION
 CK4110
 CK4110  HISTORY     - Date     Condition        Report By
 CK4110  HISTORY     - 1979     MONUMENTED       GADT
 CK4110
 CK4110                          STATION DESCRIPTION
 CK4110
 CK4110'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4110'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF PULASKI,
 CK4110'5 MILES SOUTHEAST OF METTER, AND 14-1/2 MILES SOUTHEAST OF CANADY ON
 CK4110'STATE RIGHT OF WAY.
 CK4110'
 CK4110'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 16 AND
 CK4110'STATE ROUTE 129 LOCATED ABOUT 1-3/4 MILES SOUTH OF METTER, GO EAST
 CK4110'ALONG INTERSTATE HIGHWAY 16 FOR 2.4 MILES TO THE PAVED COUNTY ROAD 30
 CK4110'BRIDGE OVER THE HIGHWAY.  CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY
 CK4110'16 FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 CK4110'
 CK4110'THE STATION IS LOCATED 147 FEET (SLOPE DISTANCE) SOUTH-SOUTHWEST OF
 CK4110'THE CENTERLINE OF THE INTERSTATE HIGHWAY 16 EAST BOUND LANE, 320.4
 CK4110'FEET (SLOPE DISTANCE) WEST OF STATION 160+00 CAST IN THE SOUTHWEST
 CK4110'EDGE OF THE CONCRETE PAVEMENT OF THE EAST BOUND LANE, AND 6.9 FEET
 CK4110'NORTH-NORTHEAST OF A WITNESS POST SET AT A RIGHT OF WAY FENCE LINE.
 CK4110'IT IS A STANDARD BRASS DISK STAMPED---021-206 1979---, SET IN THE TOP
 CK4110'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CK4110'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CK4110'STANDARD DISK STAMPED---021-206 1979---, SET IN AN IRREGULAR
 CK4110'MASS OF CONCRETE 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CK4110'
 CK4110'REFERENCE MARK 1 IS LOCATED 148 FEET (SLOPE DISTANCE) SOUTH-SOUTHWEST
 CK4110'OF THE CENTERLINE OF THE INTERSTATE HIGHWAY 16 SOUTH BOUND LANE, 229.2
 CK4110'FEET (SLOPE DISTANCE) SOUTH-SOUTHEAST OF STATION 155+00 CAST IN THE
 CK4110'SOUTHWEST EDGE OF THE CONCRETE PAVEMENT OF THE EAST BOUND LANE OF THE
 CK4110'HIGHWAY, AND 6.7 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT THE
 CK4110'RIGHT OF WAY FENCE LINE.  IT IS A STANDARD DISK STAMPED---021-206 1979
 CK4110'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CK4110'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4110'EMBEDDED.
 CK4110'
 CK4110'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG INTERSTATE
 CK4110'HIGHWAY 16 FOR 0.5 MILE TO THE PAVED COUNTY ROAD 90224 BRIDGE OVER THE
 CK4110'HIGHWAY AND THE MARK ON THE RIGHT ON THE SOUTH END OF THE BRIDGE.  IT
 CK4110'IS LOCATED 18.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 90224, 36.0
 CK4110'FEET WEST OF THE SOUTH END OF THE BRIDGE PARAPET BARRIER END POST ON
 CK4110'THE EAST SIDE OF COUNTY ROAD 90224, 4.0 FEET SOUTH-SOUTHWEST OF THE
 CK4110'SOUTH END OF THE PARAPET BARRIER END POST ON THE WEST SIDE OF COUNTY
 CK4110'ROAD 90224, AND 3.2 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 CK4110'STANDARD DISK STAMPED---021-206 1979 AZ MK---, SET IN A 1 INCH DRILL
 CK4110'HOLE IN THE BRIDGE WING WALL FLUSH WITH THE TOP OF THE WALL.
 CK4110'
 CK4110'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4110'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4103 ***********************************************************************
 CK4103  DESIGNATION -  BV 021 206 GADT AZ MK
 CK4103  PID         -  CK4103
 CK4103  STATE/COUNTY-  GA/CANDLER
 CK4103  USGS QUAD   -  REGISTER (1978)
 CK4103
 CK4103                         *CURRENT SURVEY CONTROL
 CK4103  ___________________________________________________________________
 CK4103* NAD 83(1994)-  32 21 11.78492(N)    081 59 04.37927(W)     ADJUSTED  
 CK4103* NAVD 88     -        69.     (meters)     226.     (feet)  VERTCON   
 CK4103  ___________________________________________________________________
 CK4103  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK4103  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CK4103
 CK4103  HORZ ORDER  -  SECOND
 CK4103
 CK4103.The horizontal coordinates were established by classical geodetic methods
 CK4103.and adjusted by the National Geodetic Survey in September 1997..
 CK4103
 CK4103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4103
 CK4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4103
 CK4103.The geoid height was determined by GEOID03.
 CK4103
 CK4103;                    North         East     Units Scale Factor Converg.
 CK4103;SPC GA E     -   260,901.998   217,140.784   MT  0.99990362   +0 05 50.8
 CK4103;SPC GA E     -   855,975.97    712,402.72   sFT  0.99990362   +0 05 50.8
 CK4103;UTM  17      - 3,580,020.464   407,360.381   MT  0.99970583   -0 31 36.9
 CK4103
 CK4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4103!SPC GA E     -   0.99999385  x   0.99990362  =   0.99989747
 CK4103!UTM  17      -   0.99999385  x   0.99970583  =   0.99969968
 CK4103
 CK4103                          SUPERSEDED SURVEY CONTROL
 CK4103
 CK4103  NAD 83(1986)-  32 21 11.78605(N)    081 59 04.37789(W) AD(       ) 2
 CK4103  NAD 27      -  32 21 11.17857(N)    081 59 04.94650(W) AD(       ) 2
 CK4103  NGVD 29 (07/19/86)   69.     (m)          226.     (f) VERT ANG       
 CK4103
 CK4103.Superseded values are not recommended for survey control.
 CK4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4103.See file dsdata.txt to determine how the superseded data were derived.
 CK4103
 CK4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0736080020(NAD 83)
 CK4103_MARKER: DD = SURVEY DISK
 CK4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4103+STABILITY: SURFACE MOTION
 CK4103
 CK4103  HISTORY     - Date     Condition        Report By
 CK4103  HISTORY     - 1979     MONUMENTED       GADT
 CK4103
 CK4103                          STATION DESCRIPTION
 CK4103
 CK4103'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4103'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF PULASKI,
 CK4103'5-1/2 MILES SOUTHEAST OF METTER, AND 15-1/4 MILES SOUTHEAST OF CANADY
 CK4103'ON STATE RIGHT OF WAY.
 CK4103'
 CK4103'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 16 AND
 CK4103'STATE ROUTE 129 ABOUT 1-3/4 MILES SOUTH OF METTER, GO EAST ALONG
 CK4103'INTERSTATE HIGHWAY 16 FOR 2.4 MILES TO THE PAVED COUNTY ROAD 30 BRIDGE
 CK4103'OVER THE HIGHWAY.  CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY 16 FOR
 CK4103'2.1 MILES TO THE PAVED COUNTY ROAD 90224 BRIDGE OVER THE HIGHWAY AND
 CK4103'THE STATION ON THE RIGHT ON THE SOUTH END OF THE BRIDGE.
 CK4103'
 CK4103'THE STATION IS LOCATED 18.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CK4103'90224, 36.0 FEET WEST OF THE SOUTH END OF THE PARAPET BARRIER END POST
 CK4103'ON THE EAST SIDE OF COUNTY ROAD 90224, 4.0 FEET SOUTH-SOUTHWEST OF THE
 CK4103'SOUTH END OF THE PARAPET BARRIER END POST ON THE WEST SIDE OF COUNTY
 CK4103'ROAD 90224, AND 3.2 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 CK4103'STANDARD BRASS DISK STAMPED---021-206 1979 AZ MK---, SET IN A 1 INCH
 CK4103'DRILL HOLE IN THE BRIDGE WING WALL FLUSH WITH THE TOP OF THE WALL.
 CK4103'
 CK4103'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4103'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4111 ***********************************************************************
 CK4111  DESIGNATION -  BV 021 206 GADT RM 1
 CK4111  PID         -  CK4111
 CK4111  STATE/COUNTY-  GA/CANDLER
 CK4111  USGS QUAD   -  REGISTER (1978)
 CK4111
 CK4111                         *CURRENT SURVEY CONTROL
 CK4111  ___________________________________________________________________
 CK4111* NAD 83(1994)-  32 21 23.75926(N)    081 59 30.85031(W)     ADJUSTED  
 CK4111* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CK4111  ___________________________________________________________________
 CK4111  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CK4111  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 CK4111
 CK4111  HORZ ORDER  -  SECOND
 CK4111
 CK4111.The horizontal coordinates were established by classical geodetic methods
 CK4111.and adjusted by the National Geodetic Survey in September 1997..
 CK4111
 CK4111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4111
 CK4111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4111
 CK4111.The geoid height was determined by GEOID03.
 CK4111
 CK4111;                    North         East     Units Scale Factor Converg.
 CK4111;SPC GA E     -   261,269.662   216,448.113   MT  0.99990334   +0 05 36.7
 CK4111;SPC GA E     -   857,182.22    710,130.18   sFT  0.99990334   +0 05 36.7
 CK4111;UTM  17      - 3,580,395.580   406,671.893   MT  0.99970741   -0 31 51.2
 CK4111
 CK4111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4111!SPC GA E     -   0.99999353  x   0.99990334  =   0.99989687
 CK4111!UTM  17      -   0.99999353  x   0.99970741  =   0.99970095
 CK4111
 CK4111                          SUPERSEDED SURVEY CONTROL
 CK4111
 CK4111  NAD 83(1986)-  32 21 23.76047(N)    081 59 30.84887(W) AD(       ) 2
 CK4111  NAD 27      -  32 21 23.15317(N)    081 59 31.41683(W) AD(       ) 2
 CK4111  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CK4111
 CK4111.Superseded values are not recommended for survey control.
 CK4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4111.See file dsdata.txt to determine how the superseded data were derived.
 CK4111
 CK4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0667280396(NAD 83)
 CK4111_MARKER: DD = SURVEY DISK
 CK4111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4111+STABILITY: SURFACE MOTION
 CK4111
 CK4111  HISTORY     - Date     Condition        Report By
 CK4111  HISTORY     - 1979     MONUMENTED       GADT
 CK4111
 CK4111                          STATION DESCRIPTION
 CK4111
 CK4111'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4111'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF PULASKI,
 CK4111'5 MILES SOUTHEAST OF METTER, AND 14-1/2 MILES SOUTHEAST OF CANADY ON
 CK4111'STATE RIGHT OF WAY.
 CK4111'
 CK4111'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 16 AND
 CK4111'STATE ROUTE 129 LOCATED ABOUT 1-3/4 MILES SOUTH OF METTER, GO EAST
 CK4111'ALONG INTERSTATE HIGHWAY 16 FOR 2.4 MILES TO THE PAVED COUNTY ROAD 30
 CK4111'BRIDGE OVER THE HIGHWAY.  CONTINUE GOING EAST ALONG INTERSTATE HIGHWAY
 CK4111'16 FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 CK4111'
 CK4111'THE STATION IS LOCATED 148.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CK4111'THE INTERSTATE HIGHWAY 16 EAST BOUND LANE, 229.2 FEET SOUTH-SOUTHEAST
 CK4111'OF STATION 155+00 CAST IN THE SOUTHWEST EDGE OF THE CONCRETE PAVEMENT
 CK4111'ON THE EAST BOUND LANE, AND 6.7 FEET NORTH-NORTHEAST OF A WITNESS POST
 CK4111'SET AT THE FENCE LINE.  IT IS A STANDARD BRASS DISK STAMPED---021-206
 CK4111'1979 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CK4111'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4111'EMBEDDED.
 CK4111'
 CK4111'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4111'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4181 ***********************************************************************
 CK4181  DESIGNATION -  BV 021 207 GADT
 CK4181  PID         -  CK4181
 CK4181  STATE/COUNTY-  GA/CANDLER
 CK4181  USGS QUAD   -  PORTAL (1978)
 CK4181
 CK4181                         *CURRENT SURVEY CONTROL
 CK4181  ___________________________________________________________________
 CK4181* NAD 83(1994)-  32 30 24.34188(N)    081 59 23.24448(W)     ADJUSTED  
 CK4181* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 CK4181  ___________________________________________________________________
 CK4181  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CK4181  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CK4181
 CK4181  HORZ ORDER  -  SECOND
 CK4181
 CK4181.The horizontal coordinates were established by classical geodetic methods
 CK4181.and adjusted by the National Geodetic Survey in September 1997..
 CK4181
 CK4181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4181
 CK4181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4181
 CK4181.The geoid height was determined by GEOID03.
 CK4181
 CK4181;                    North         East     Units Scale Factor Converg.
 CK4181;SPC GA E     -   277,920.463   216,619.389   MT  0.99990340   +0 05 42.2
 CK4181;SPC GA E     -   911,810.72    710,692.11   sFT  0.99990340   +0 05 42.2
 CK4181;UTM  17      - 3,597,040.248   407,024.926   MT  0.99970659   -0 31 55.0
 CK4181
 CK4181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4181!SPC GA E     -   0.99999244  x   0.99990340  =   0.99989584
 CK4181!UTM  17      -   0.99999244  x   0.99970659  =   0.99969904
 CK4181
 CK4181:                Primary Azimuth Mark                     Grid Az
 CK4181:SPC GA E     -  BV 021 207 GADT AZ MK                    158 30 53.0
 CK4181:UTM  17      -  BV 021 207 GADT AZ MK                    159 08 30.2
 CK4181
 CK4181|---------------------------------------------------------------------|
 CK4181| PID    Reference Object                     Distance      Geod. Az  |
 CK4181|                                                           dddmmss.s |
 CK4181| CK4175 BV 021 207 GADT AZ MK               APPROX. 0.7 KM 1583635.2 |
 CK4181| CK4180 BV 021 207 GADT RM 1                  6.314 METERS 15856     |
 CK4181| CK4182 BV 021 207 GADT TPT                   5.069 METERS 26426     |
 CK4181|---------------------------------------------------------------------|
 CK4181
 CK4181                          SUPERSEDED SURVEY CONTROL
 CK4181
 CK4181  NAD 83(1986)-  32 30 24.34316(N)    081 59 23.24145(W) AD(       ) 2
 CK4181  NAD 27      -  32 30 23.75351(N)    081 59 23.81343(W) AD(       ) 2
 CK4181  NGVD 29 (07/19/86)   78.     (m)          256.     (f) VERT ANG       
 CK4181
 CK4181.Superseded values are not recommended for survey control.
 CK4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4181.See file dsdata.txt to determine how the superseded data were derived.
 CK4181
 CK4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0702597040(NAD 83)
 CK4181_MARKER: DD = SURVEY DISK
 CK4181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4181+STABILITY: SURFACE MOTION
 CK4181
 CK4181  HISTORY     - Date     Condition        Report By
 CK4181  HISTORY     - 1979     MONUMENTED       GADT
 CK4181
 CK4181                          STATION DESCRIPTION
 CK4181
 CK4181'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4181'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF PORTAL,
 CK4181'11-1/2 MILES EAST-SOUTHEAST OF TWIN CITY, AND 8-3/4 MILES
 CK4181'NORTH-NORTHEAST OF METTER ON THE PROPERTY OF MR. BEN F. WILLIAMS JR.
 CK4181'PERMISSION TO SET THE STATION AND MARKS GRANTED BY MR. B.C.
 CK4181'GLEATON, RT. 1, BOX 122, METTER.  TELEPHONE NUMBER (912) 865-2196.
 CK4181'MR. GLEATON IS THE FATHER IN LAW OF THE PROPERTY OWNER.
 CK4181'
 CK4181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4181'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/4 MILES EAST-SOUTHEAST OF
 CK4181'TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.4
 CK4181'MILES TO THE JUNCTION OF DIRT EMANUEL COUNTY ROAD 76 CROSSING.  TURN
 CK4181'RIGHT GOING SOUTH ALONG COUNTY ROAD 76 FOR 0.85 MILE TO THE JUNCTION
 CK4181'OF DIRT EMANUEL COUNTY ROAD 497 CROSSING.  CONTINUE GOING SOUTH ALONG
 CK4181'EMANUEL COUNTY ROAD 76 (BECOMES CANDLER COUNTY ROAD 98 AFTER CROSSING
 CK4181'THE COUNTY LINE, NOT POSTED ALONG THE ROAD) FOR 1.35 MILES TO THE
 CK4181'JUNCTION OF DIRT CANDLER COUNTY ROAD 99 TO THE LEFT.  CONTINUE GOING
 CK4181'SOUTH ALONG COUNTY ROAD 98 FOR 0.55 MILE TO ITS TERMINATION AT THE
 CK4181'JUNCTION OF DIRT COUNTY ROAD 97 CROSSING.  TURN LEFT GOING
 CK4181'SOUTHEASTERLY ALONG COUNTY ROAD 97 FOR 0.4 MILE TO THE STATION ON THE
 CK4181'RIGHT.  THE GLEATON RESIDENCE IS A RED BRICK HOUSE WITH GRAY ROOF 200
 CK4181'FEET AHEAD ON THE RIGHT.
 CK4181'
 CK4181'THE STATION IS LOCATED 19.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CK4181'THE ROAD, 127.0 FEET NORTH OF NORTHEAST CORNER OF THE GLEATON
 CK4181'RESIDENCE, 40.0 FEET NORTH-NORTHWEST OF THE SOUTHWESTERN CORNER AND
 CK4181'HINGED CHAINLINK GATE POST OF A HOGWIRE FENCE, 81.5 FEET
 CK4181'WEST-NORTHWEST OF A POWER POLE WITH TRANSFORMER ON THE EAST SIDE OF
 CK4181'THE ROAD, AND 2.0 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT THE
 CK4181'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---021-207 1979---, SET
 CK4181'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CK4181'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CK4181'STATION IS A STANDARD DISK STAMPED---021-207 1979---, SET IN AN
 CK4181'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE
 CK4181'OF THE GROUND.
 CK4181'
 CK4181'REFERENCE MARK 1 IS LOCATED 18.5 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CK4181'OF THE ROAD, 19.3 FEET NORTHWEST OF THE HINGED GATEPOST AND FENCE
 CK4181'CORNERPOST, 106.0 FEET NORTH OF THE NORTHEAST CORNER OF THE GLEATON
 CK4181'RESIDENCE, 213.0 FEET NORTH OF A 48 INCH OAK TREE, AND 2.0 FEET
 CK4181'WEST-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 CK4181'STANDARD DISK STAMPED---021-207 1979 RM 1---, SET IN THE TOP OF A 10
 CK4181'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4181'WITH STEEL RODS EMBEDDED.
 CK4181'
 CK4181'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG COUNTY
 CK4181'ROAD 97 FOR 0.4 MILE TO THE JUNCTION OF A WOODS ROAD TO THE RIGHT AND
 CK4181'THE MARK ON THE RIGHT.  IT IS LOCATED 47.5 FEET WEST-SOUTHWEST OF THE
 CK4181'CENTERLINE OF COUNTY ROAD 97, 62.7 FEET WEST OF AN UNDERGROUND
 CK4181'TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE COUNTY ROAD, 19.0
 CK4181'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE WOODS ROAD, AND 2.0 FEET
 CK4181'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CK4181'STAMPED---021-207 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CK4181'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CK4181'STEEL RODS EMBEDDED.
 CK4181'
 CK4181'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4181'FROM--GENERAL HIGHWAY MAPS CANDLER COUNTY 1975 REVISED AUGUST 1976
 CK4181'AND EMANUEL COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4175 ***********************************************************************
 CK4175  DESIGNATION -  BV 021 207 GADT AZ MK
 CK4175  PID         -  CK4175
 CK4175  STATE/COUNTY-  GA/CANDLER
 CK4175  USGS QUAD   -  PORTAL (1978)
 CK4175
 CK4175                         *CURRENT SURVEY CONTROL
 CK4175  ___________________________________________________________________
 CK4175* NAD 83(1994)-  32 30 04.57686(N)    081 59 14.10865(W)     ADJUSTED  
 CK4175* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CK4175  ___________________________________________________________________
 CK4175  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CK4175  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 CK4175
 CK4175  HORZ ORDER  -  SECOND
 CK4175
 CK4175.The horizontal coordinates were established by classical geodetic methods
 CK4175.and adjusted by the National Geodetic Survey in September 1997..
 CK4175
 CK4175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4175
 CK4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4175
 CK4175.The geoid height was determined by GEOID03.
 CK4175
 CK4175;                    North         East     Units Scale Factor Converg.
 CK4175;SPC GA E     -   277,312.072   216,858.860   MT  0.99990350   +0 05 47.1
 CK4175;SPC GA E     -   909,814.69    711,477.78   sFT  0.99990350   +0 05 47.1
 CK4175;UTM  17      - 3,596,429.394   407,257.679   MT  0.99970606   -0 31 49.8
 CK4175
 CK4175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4175!SPC GA E     -   0.99999354  x   0.99990350  =   0.99989704
 CK4175!UTM  17      -   0.99999354  x   0.99970606  =   0.99969960
 CK4175
 CK4175                          SUPERSEDED SURVEY CONTROL
 CK4175
 CK4175  NAD 83(1986)-  32 30 04.57812(N)    081 59 14.10571(W) AD(       ) 2
 CK4175  NAD 27      -  32 30 03.98799(N)    081 59 14.67777(W) AD(       ) 2
 CK4175  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CK4175
 CK4175.Superseded values are not recommended for survey control.
 CK4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4175.See file dsdata.txt to determine how the superseded data were derived.
 CK4175
 CK4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0725896429(NAD 83)
 CK4175_MARKER: DD = SURVEY DISK
 CK4175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4175+STABILITY: SURFACE MOTION
 CK4175
 CK4175  HISTORY     - Date     Condition        Report By
 CK4175  HISTORY     - 1979     MONUMENTED       GADT
 CK4175
 CK4175                          STATION DESCRIPTION
 CK4175
 CK4175'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4175'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF PORTAL, 12
 CK4175'MILES EAST-SOUTHEAST OF TWIN CITY, AND 8-1/2 MILES NORTH-NORTHEAST OF
 CK4175'METTER ON THE PROPERTY OF MR. BEN F. WILLIAMS JR.  PERMISSION TO SET
 CK4175'THE STATION WAS GRANTED BY MR B.C. GLEATON, RT. 1, BOX 122, METTER.
 CK4175'TELEPHONE NUMBER (912) 865-2196.  MR. GLEATON IS THE FATHER IN LAW
 CK4175'OF THE PROPERTY OWNER.
 CK4175'
 CK4175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4175'26), AND STATE ROUTE 121 APPROXIMATELY 7-1/4 MILES EAST-SOUTHEAST OF
 CK4175'TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.4
 CK4175'MILES TO THE JUNCTION OF DIRT EMANUEL COUNTY ROAD 76 CROSSING.  TURN
 CK4175'RIGHT GOING SOUTH ALONG COUNTY ROAD 76 FOR 0.85 MILE TO THE JUNCTION
 CK4175'OF DIRT EMANUEL COUNTY ROAD 497 CROSSING.  CONTINUE GOING SOUTH ALONG
 CK4175'EMANUEL COUNTY ROAD 76 (BECOMES CANDLER COUNTY ROAD 98 AFTER CROSSING
 CK4175'THE COUNTY LINE, NOT POSTED ALONG THE ROAD), FOR 1.35 MILES TO THE
 CK4175'JUNCTION OF DIRT CANDLER COUNTY ROAD 99 TO THE LEFT.  CONTINUE GOING
 CK4175'SOUTH ALONG COUNTY ROAD 98 FOR 0.55 MILE TO ITS TERMINATION AT THE
 CK4175'JUNCTION OF DIRT COUNTY ROAD 97 CROSSING.  TURN LEFT GOING
 CK4175'SOUTHEASTERLY ALONG COUNTY ROAD 97 FOR 0.8 MILE TO THE JUNCTION OF A
 CK4175'WOODS ROAD TO THE RIGHT AND THE STATION ON THE RIGHT.
 CK4175'
 CK4175'THE STATION IS LOCATED 47.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CK4175'COUNTY ROAD 97, 62.7 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE
 CK4175'PEDESTAL ON THE EAST SIDE OF THE COUNTY ROAD, 19.0 FEET
 CK4175'NORTH-NORTHWEST OF THE CENTERLINE OF THE WOODS ROAD, AND 2.0 FEET
 CK4175'SOUTH-SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CK4175'STANDARD BRASS DISK STAMPED---021-207 1979 AZ MK---, SET IN THE TOP OF
 CK4175'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CK4175'GROUND WITH STEEL RODS EMBEDDED.
 CK4175'
 CK4175'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4175'FROM--GENERAL HIGHWAY MAPS CANDLER COUNTY 1975 REVISED AUGUST 1976 AND
 CK4175'EMANUEL COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4180 ***********************************************************************
 CK4180  DESIGNATION -  BV 021 207 GADT RM 1
 CK4180  PID         -  CK4180
 CK4180  STATE/COUNTY-  GA/CANDLER
 CK4180  USGS QUAD   -  PORTAL (1978)
 CK4180
 CK4180                         *CURRENT SURVEY CONTROL
 CK4180  ___________________________________________________________________
 CK4180* NAD 83(1994)-  32 30 24.15062(N)    081 59 23.15751(W)     ADJUSTED  
 CK4180* NAVD 88     -        79.     (meters)     259.     (feet)  VERTCON   
 CK4180  ___________________________________________________________________
 CK4180  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CK4180  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CK4180
 CK4180  HORZ ORDER  -  SECOND
 CK4180
 CK4180.The horizontal coordinates were established by classical geodetic methods
 CK4180.and adjusted by the National Geodetic Survey in September 1997..
 CK4180
 CK4180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4180
 CK4180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4180
 CK4180.The geoid height was determined by GEOID03.
 CK4180
 CK4180;                    North         East     Units Scale Factor Converg.
 CK4180;SPC GA E     -   277,914.576   216,621.669   MT  0.99990341   +0 05 42.2
 CK4180;SPC GA E     -   911,791.40    710,699.59   sFT  0.99990341   +0 05 42.2
 CK4180;UTM  17      - 3,597,034.338   407,027.140   MT  0.99970659   -0 31 55.0
 CK4180
 CK4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4180!SPC GA E     -   0.99999229  x   0.99990341  =   0.99989570
 CK4180!UTM  17      -   0.99999229  x   0.99970659  =   0.99969888
 CK4180
 CK4180                          SUPERSEDED SURVEY CONTROL
 CK4180
 CK4180  NAD 83(1986)-  32 30 24.15190(N)    081 59 23.15448(W) AD(       ) 2
 CK4180  NAD 27      -  32 30 23.56224(N)    081 59 23.72646(W) AD(       ) 2
 CK4180  NGVD 29 (07/19/86)   79.     (m)          259.     (f) VERT ANG       
 CK4180
 CK4180.Superseded values are not recommended for survey control.
 CK4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4180.See file dsdata.txt to determine how the superseded data were derived.
 CK4180
 CK4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0702797034(NAD 83)
 CK4180_MARKER: DD = SURVEY DISK
 CK4180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4180+STABILITY: SURFACE MOTION
 CK4180
 CK4180  HISTORY     - Date     Condition        Report By
 CK4180  HISTORY     - 1979     MONUMENTED       GADT
 CK4180
 CK4180                          STATION DESCRIPTION
 CK4180
 CK4180'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4180'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF PORTAL,
 CK4180'11-1/2 MILES EAST-SOUTHEAST OF TWIN CITY, AND 8-3/4 MILES
 CK4180'NORTH-NORTHEAST OF METTER ON THE PROPERTY OF BEN F. WILLIAMS JR.
 CK4180'PERMISSION TO SET THE STATION WAS GRANTED BY MR. B.C. GLEATON,
 CK4180'RT. 1, BOX 122, METTER.  TELEPHONE (912) 865-2196.  MR. GLEATON IS THE
 CK4180'FATHER IN LAW OF THE PROPERTY OWNER.
 CK4180'
 CK4180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4180'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/4 MILES EAST-SOUTHEAST OF
 CK4180'TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.4
 CK4180'MILES TO THE JUNCTION OF DIRT EMANUEL COUNTY ROAD 76 CROSSING.  TURN
 CK4180'RIGHT GOING SOUTH ALONG COUNTY ROAD 76 FOR 0.85 MILE TO THE JUNCTION
 CK4180'OF DIRT EMANUEL COUNTY ROAD 497 CROSSING.  CONTINUE GOING SOUTH ALONG
 CK4180'COUNTY ROAD 76 (BECOMES CANDLER COUNTY ROAD 98 AFTER CROSSING THE
 CK4180'COUNTY LINE, NOT POSTED ALONG THE ROAD), FOR 1.35 MILES TO THE
 CK4180'JUNCTION OF DIRT CANDLER COUNTY ROAD 99 TO THE LEFT.  CONTINUE GOING
 CK4180'SOUTH ALONG COUNTY ROAD 98 FOR 0.55 MILE TO ITS TERMINATION AT THE
 CK4180'JUNCTION OF DIRT COUNTY ROAD 97 CROSSING.  TURN LEFT GOING SOUTHEAST
 CK4180'ALONG COUNTY ROAD 97 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CK4180'
 CK4180'THE STATION IS LOCATED 18.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CK4180'THE ROAD, 19.3 FEET NORTHWEST OF A HINGED GATEPOST AND FENCE
 CK4180'CORNER POST AT THE SOUTHEAST CORNER OF FENCELINES, 106.0 FEET NORTH OF
 CK4180'THE NORTHEAST CORNER OF THE GLEATON RESIDENCE, 213.0 FEET NORTH OF A
 CK4180'48 INCH OAK TREE, AND 2.0 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT
 CK4180'THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---021-207 1979
 CK4180'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4180'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4180'
 CK4180'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4180'FROM--GENERAL HIGHWAY MAPS CANDLER COUNTY 1975 REVISED AUGUST 1976 AND
 CK4180'EMANUEL COUNTY 1975 REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4105 ***********************************************************************
 CK4105  DESIGNATION -  BV 021 208 GADT
 CK4105  PID         -  CK4105
 CK4105  STATE/COUNTY-  GA/CANDLER
 CK4105  USGS QUAD   -  REGISTER (1978)
 CK4105
 CK4105                         *CURRENT SURVEY CONTROL
 CK4105  ___________________________________________________________________
 CK4105* NAD 83(1994)-  32 21 35.22086(N)    081 59 48.97247(W)     ADJUSTED  
 CK4105* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 CK4105  ___________________________________________________________________
 CK4105  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK4105  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CK4105
 CK4105  HORZ ORDER  -  FIRST
 CK4105
 CK4105.The horizontal coordinates were established by classical geodetic methods
 CK4105.and adjusted by the National Geodetic Survey in September 1997..
 CK4105
 CK4105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4105
 CK4105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4105
 CK4105.The geoid height was determined by GEOID03.
 CK4105
 CK4105;                    North         East     Units Scale Factor Converg.
 CK4105;SPC GA E     -   261,621.924   215,973.777   MT  0.99990315   +0 05 27.0
 CK4105;SPC GA E     -   858,337.93    708,573.97   sFT  0.99990315   +0 05 27.0
 CK4105;UTM  17      - 3,580,752.921   406,201.517   MT  0.99970849   -0 32 01.1
 CK4105
 CK4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4105!SPC GA E     -   0.99999314  x   0.99990315  =   0.99989629
 CK4105!UTM  17      -   0.99999314  x   0.99970849  =   0.99970163
 CK4105
 CK4105|---------------------------------------------------------------------|
 CK4105| PID    Reference Object                     Distance      Geod. Az  |
 CK4105|                                                           dddmmss.s |
 CK4105| CK4104 BV 021 208 GADT RM 1                 27.356 METERS 12144     |
 CK4105| CL1998 BV 021 208 GADT AZ MK               APPROX. 0.7 KM 3014932.0 |
 CK4105|---------------------------------------------------------------------|
 CK4105
 CK4105                          SUPERSEDED SURVEY CONTROL
 CK4105
 CK4105  NAD 83(1986)-  32 21 35.22213(N)    081 59 48.97100(W) AD(       ) 1
 CK4105  NAD 27      -  32 21 34.61504(N)    081 59 49.53855(W) AD(       ) 1
 CK4105  NGVD 29 (07/19/86)   73.5    (m)          241.     (f) VERT ANG       
 CK4105
 CK4105.Superseded values are not recommended for survey control.
 CK4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4105.See file dsdata.txt to determine how the superseded data were derived.
 CK4105
 CK4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0620280753(NAD 83)
 CK4105_MARKER: DD = SURVEY DISK
 CK4105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4105+STABILITY: SURFACE MOTION
 CK4105
 CK4105  HISTORY     - Date     Condition        Report By
 CK4105  HISTORY     - 1979     MONUMENTED       GADT
 CK4105
 CK4105                          STATION DESCRIPTION
 CK4105
 CK4105'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4105'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF PULASKI,
 CK4105'4-1/2 MILES SOUTHEAST OF METTER, AND 13 MILES SOUTH-SOUTHWEST OF
 CK4105'PORTAL ON STATE RIGHT OF WAY.
 CK4105'
 CK4105'TO REACH THE STATION FROM THE INTERCHANGE OF STATE ROUTE 129 AND
 CK4105'INTERSTATE 16, APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHEAST OF METTER, GO
 CK4105'EAST ALONG INTERSTATE 16 FOR 2.3 MILES TO THE PAVED COUNTY ROAD 30
 CK4105'OVERPASS WITH NO ACCESS.  CONTINUE GOING EAST ALONG INTERSTATE 16 FOR
 CK4105'0.85 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING EAST ALONG
 CK4105'INTERSTATE 16 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 CK4105'
 CK4105'THE STATION IS LOCATED 26 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CK4105'THE WEST BOUND LANE OF INTERSTATE 16, 237.0 FEET WEST-NORTHWEST OF
 CK4105'HIGHWAY CENTERLINE STATION 140+00 CAST IN THE NORTH EDGE OF THE
 CK4105'CONCRETE PAVEMENT OF THE WEST BOUND LANE OF INTERSTATE 16, AND 3.1
 CK4105'FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CK4105'STAMPED---021-208 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CK4105'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CK4105'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CK4105'STAMPED---021-208 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CK4105'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CK4105'
 CK4105'REFERENCE MARK 1 IS LOCATED 21.5 FEET NORTH-NORTHEAST OF THE
 CK4105'CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 16, 147.2 FEET
 CK4105'WEST-NORTHWEST OF THE STATION 140+00, AND 3.0 FEET SOUTH-SOUTHWEST OF
 CK4105'A WITNESS POST.  IT IS A STANDARD DISK STAMPED---021-208 1979 RM 1---,
 CK4105'SET IN A 1 INCH DRILLED HOLE IN THE CONCRETE EMERGENCY LANE FLUSH WITH
 CK4105'THE SURFACE OF THE PAVEMENT.
 CK4105'
 CK4105'THE AZIMUTH MARK IS LOCATED 150 FEET (SLOPE DISTANCE) NORTH-NORTHEAST
 CK4105'OF THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK4105'217.7 FEET NORTHWEST OF STATION 115+00 CAST IN THE NORTH EDGE OF THE
 CK4105'PAVEMENT OF THE WEST BOUND LANE, 5.2 FEET SOUTH-SOUTHWEST OF THE RIGHT
 CK4105'OF WAY FENCE, AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 CK4105'STANDARD DISK STAMPED---021-208 1979 AZ MK---, SET IN THE TOP OF A 10
 CK4105'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4105'WITH STEEL RODS EMBEDDED.
 CK4105'
 CK4105'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4105'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1998 ***********************************************************************
 CL1998  DESIGNATION -  BV 021 208 GADT AZ MK
 CL1998  PID         -  CL1998
 CL1998  STATE/COUNTY-  GA/CANDLER
 CL1998  USGS QUAD   -  METTER SE (1985)
 CL1998
 CL1998                         *CURRENT SURVEY CONTROL
 CL1998  ___________________________________________________________________
 CL1998* NAD 83(1994)-  32 21 47.93586(N)    082 00 13.11177(W)     ADJUSTED  
 CL1998* NAVD 88     -        74.     (meters)     243.     (feet)  VERTCON   
 CL1998  ___________________________________________________________________
 CL1998  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CL1998  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1998
 CL1998  HORZ ORDER  -  SECOND
 CL1998
 CL1998.The horizontal coordinates were established by classical geodetic methods
 CL1998.and adjusted by the National Geodetic Survey in September 1997..
 CL1998
 CL1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1998
 CL1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1998
 CL1998.The geoid height was determined by GEOID03.
 CL1998
 CL1998;                    North         East     Units Scale Factor Converg.
 CL1998;SPC GA E     -   262,012.573   215,342.119   MT  0.99990290   +0 05 14.2
 CL1998;SPC GA E     -   859,619.58    706,501.60   sFT  0.99990290   +0 05 14.2
 CL1998;UTM  17      - 3,581,150.354   405,574.275   MT  0.99970995   -0 32 14.2
 CL1998
 CL1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1998!SPC GA E     -   0.99999306  x   0.99990290  =   0.99989596
 CL1998!UTM  17      -   0.99999306  x   0.99970995  =   0.99970301
 CL1998
 CL1998                          SUPERSEDED SURVEY CONTROL
 CL1998
 CL1998  NAD 83(1986)-  32 21 47.93720(N)    082 00 13.11024(W) AD(       ) 2
 CL1998  NAD 27      -  32 21 47.33031(N)    082 00 13.67722(W) AD(       ) 2
 CL1998  NGVD 29 (07/19/86)   74.     (m)          243.     (f) VERT ANG       
 CL1998
 CL1998.Superseded values are not recommended for survey control.
 CL1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1998.See file dsdata.txt to determine how the superseded data were derived.
 CL1998
 CL1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0557481150(NAD 83)
 CL1998_MARKER: DD = SURVEY DISK
 CL1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1998+STABILITY: SURFACE MOTION
 CL1998
 CL1998  HISTORY     - Date     Condition        Report By
 CL1998  HISTORY     - 1979     MONUMENTED       GADT
 CL1998
 CL1998                          STATION DESCRIPTION
 CL1998
 CL1998'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1998'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF PULASKI,
 CL1998'4 MILES SOUTHEAST OF METTER, AND 13 MILES SOUTH-SOUTHWEST OF PORTAL
 CL1998'ON STATE RIGHT OF WAY.
 CL1998'
 CL1998'TO REACH THE STATION FROM THE INTERCHANGE OF STATE ROUTE 129 AND
 CL1998'INTERSTATE HIGHWAY 16, APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHEAST OF
 CL1998'METTER, GO EAST ALONG INTERSTATE 16 FOR 2.3 MILES TO PAVED COUNTY ROAD
 CL1998'30 OVERPASS WITH NO ACCESS.  CONTINUE GOING EAST ALONG INTERSTATE 16
 CL1998'FOR 0.85 MILE TO THE STATION ON THE LEFT.
 CL1998'
 CL1998'THE STATION IS LOCATED 150 FEET (SLOPE DISTANCE) NORTH-NORTHEAST OF
 CL1998'THE CENTERLINE OF THE WEST BOUND LANE OF INTERSTATE 16, 217.7 FEET
 CL1998'(SLOPE DISTANCE) NORTHWEST OF STATION 115+00 CAST IN THE NORTH EDGE OF
 CL1998'CONCRETE PAVEMENT OF THE WEST BOUND LANE OF INTERSTATE 16, 5.2 FEET
 CL1998'SOUTH-SOUTHWEST OF THE INTERSTATE FENCE, AND 3.0 FEET SOUTH-SOUTHWEST
 CL1998'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---021-208 1979
 CL1998'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1998'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1998'
 CL1998'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1998'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4104 ***********************************************************************
 CK4104  DESIGNATION -  BV 021 208 GADT RM 1
 CK4104  PID         -  CK4104
 CK4104  STATE/COUNTY-  GA/CANDLER
 CK4104  USGS QUAD   -  REGISTER (1978)
 CK4104
 CK4104                         *CURRENT SURVEY CONTROL
 CK4104  ___________________________________________________________________
 CK4104* NAD 83(1994)-  32 21 34.75375(N)    081 59 48.08256(W)     ADJUSTED  
 CK4104* NAVD 88     -        74.     (meters)     243.     (feet)  VERTCON   
 CK4104  ___________________________________________________________________
 CK4104  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK4104  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CK4104
 CK4104  HORZ ORDER  -  SECOND
 CK4104
 CK4104.The horizontal coordinates were established by classical geodetic methods
 CK4104.and adjusted by the National Geodetic Survey in September 1997..
 CK4104
 CK4104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4104
 CK4104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4104
 CK4104.The geoid height was determined by GEOID03.
 CK4104
 CK4104;                    North         East     Units Scale Factor Converg.
 CK4104;SPC GA E     -   261,607.573   215,997.065   MT  0.99990315   +0 05 27.5
 CK4104;SPC GA E     -   858,290.85    708,650.37   sFT  0.99990315   +0 05 27.5
 CK4104;UTM  17      - 3,580,738.320   406,224.642   MT  0.99970844   -0 32 00.6
 CK4104
 CK4104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4104!SPC GA E     -   0.99999306  x   0.99990315  =   0.99989621
 CK4104!UTM  17      -   0.99999306  x   0.99970844  =   0.99970150
 CK4104
 CK4104                          SUPERSEDED SURVEY CONTROL
 CK4104
 CK4104  NAD 83(1986)-  32 21 34.75501(N)    081 59 48.08109(W) AD(       ) 2
 CK4104  NAD 27      -  32 21 34.14792(N)    081 59 48.64866(W) AD(       ) 2
 CK4104  NGVD 29 (07/19/86)   74.     (m)          243.     (f) VERT ANG       
 CK4104
 CK4104.Superseded values are not recommended for survey control.
 CK4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4104.See file dsdata.txt to determine how the superseded data were derived.
 CK4104
 CK4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0622580738(NAD 83)
 CK4104_MARKER: DD = SURVEY DISK
 CK4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4104+STABILITY: SURFACE MOTION
 CK4104
 CK4104  HISTORY     - Date     Condition        Report By
 CK4104  HISTORY     - 1979     MONUMENTED       GADT
 CK4104
 CK4104                          STATION DESCRIPTION
 CK4104
 CK4104'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4104'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF PULASKI,
 CK4104'4-1/2 MILES SOUTHEAST OF METTER, AND 13 MILES SOUTH-SOUTHWEST OF
 CK4104'PORTAL ON STATE RIGHT OF WAY.
 CK4104'
 CK4104'TO REACH THE STATION FROM THE INTERCHANGE OF STATE ROUTE 129 AND
 CK4104'INTERSTATE HIGHWAY 16 APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHEAST OF
 CK4104'METTER, GO EAST ALONG INTERSTATE 16 FOR 2.3 MILES TO THE PAVED COUNTY
 CK4104'ROAD 30 OVERPASS WITH NO ACCESS.  CONTINUE GOING EAST ALONG INTERSTATE
 CK4104'16 FOR 1.3 MILES TO THE STATION ON THE LEFT.
 CK4104'
 CK4104'THE STATION IS LOCATED 21.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CK4104'INTERSTATE 16, 147.2 FEET NORTHWEST OF STATION 140+00 CAST IN THE
 CK4104'NORTH EDGE OF CONCRETE PAVEMENT OF THE WEST BOUND LANE, AND 3.0 FEET
 CK4104'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CK4104'STAMPED---021-208 1979 RM 1---, SET IN A ONE INCH DRILLED HOLE IN THE
 CK4104'CONCRETE EMERGENCY LANE PAVEMENT FLUSH WITH THE SURFACE OF THE
 CK4104'PAVEMENT.
 CK4104'
 CK4104'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4104'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1995 ***********************************************************************
 CL1995  DESIGNATION -  BV 021 209 GADT
 CL1995  PID         -  CL1995
 CL1995  STATE/COUNTY-  GA/CANDLER
 CL1995  USGS QUAD   -  METTER (1985)
 CL1995
 CL1995                         *CURRENT SURVEY CONTROL
 CL1995  ___________________________________________________________________
 CL1995* NAD 83(1994)-  32 24 11.94118(N)    082 05 07.06942(W)     ADJUSTED  
 CL1995* NAVD 88     -        71.5    (meters)     235.     (feet)  VERTCON   
 CL1995  ___________________________________________________________________
 CL1995  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL1995  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1995
 CL1995  HORZ ORDER  -  SECOND
 CL1995
 CL1995.The horizontal coordinates were established by classical geodetic methods
 CL1995.and adjusted by the National Geodetic Survey in September 1997..
 CL1995
 CL1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1995
 CL1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1995
 CL1995.The geoid height was determined by GEOID03.
 CL1995
 CL1995;                    North         East     Units Scale Factor Converg.
 CL1995;SPC GA E     -   266,439.264   207,654.258   MT  0.99990072   +0 02 37.0
 CL1995;SPC GA E     -   874,142.82    681,279.01   sFT  0.99990072   +0 02 37.0
 CL1995;UTM  17      - 3,585,659.804   397,936.545   MT  0.99972846   -0 34 53.9
 CL1995
 CL1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1995!SPC GA E     -   0.99999341  x   0.99990072  =   0.99989413
 CL1995!UTM  17      -   0.99999341  x   0.99972846  =   0.99972187
 CL1995
 CL1995:                Primary Azimuth Mark                     Grid Az
 CL1995:SPC GA E     -  METTER MUN TANK                          078 46 57.8
 CL1995:UTM  17      -  METTER MUN TANK                          079 24 28.7
 CL1995
 CL1995|---------------------------------------------------------------------|
 CL1995| PID    Reference Object                     Distance      Geod. Az  |
 CL1995|                                                           dddmmss.s |
 CL1995| CL1985 METTER MUN TANK                     APPROX. 2.2 KM 0784934.8 |
 CL1995| CL1986 METTER CANDLER CRTHSE DOME          APPROX. 2.3 KM 1084150.8 |
 CL1995| CL1994 BV 021 209 GADT RM 1                  6.563 METERS 11200     |
 CL1995| CL1988 BV 021 209 GADT AZ MK               APPROX. 0.6 KM 2913703.5 |
 CL1995|---------------------------------------------------------------------|
 CL1995
 CL1995                          SUPERSEDED SURVEY CONTROL
 CL1995
 CL1995  NAD 83(1986)-  32 24 11.94353(N)    082 05 07.06751(W) AD(       ) 2
 CL1995  NAD 27      -  32 24 11.33872(N)    082 05 07.62768(W) AD(       ) 2
 CL1995  NGVD 29 (07/19/86)   71.7    (m)          235.     (f) VERT ANG       
 CL1995
 CL1995.Superseded values are not recommended for survey control.
 CL1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1995.See file dsdata.txt to determine how the superseded data were derived.
 CL1995
 CL1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9793785660(NAD 83)
 CL1995_MARKER: DD = SURVEY DISK
 CL1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1995+STABILITY: SURFACE MOTION
 CL1995
 CL1995  HISTORY     - Date     Condition        Report By
 CL1995  HISTORY     - 1979     MONUMENTED       GADT
 CL1995
 CL1995                          STATION DESCRIPTION
 CL1995
 CL1995'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1995'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST-NORTHWEST OF
 CL1995'METTER, 7-3/4 MILES WEST OF PULASKI, AND 8 MILES EAST-SOUTHEAST OF
 CL1995'STILLMORE ON THE PROPERTY OF MR. PERRY L. ROUNDTREE, METTER.
 CL1995'TELEPHONE 912-685-2548.
 CL1995'
 CL1995'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 TO THE NORTH
 CL1995'AND STATE ROUTE 46 IN METTER, GO WEST ALONG STATE ROUTE 46 FOR 0.05
 CL1995'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91854 TO THE RIGHT.  TURN
 CL1995'RIGHT GOING NORTH ALONG COUNTY ROAD 91854 FOR APPROXIMATELY 100 FEET
 CL1995'TO THE JUNCTION OF NORTH WILLIAMS STREET STRAIGHT AHEAD AND COUNTY
 CL1995'ROAD 91854 TURNING SHARPLY TO THE LEFT.  CONTINUE GOING NOW WEST-
 CL1995'NORTHWEST ALONG COUNTY ROAD 91854 FOR 1.25 MILES TO A BRICK VENEER TAN
 CL1995'COLORED HOUSE WITH A GREY ROOF AND THE STATION ON THE LEFT.
 CL1995'
 CL1995'THE STATION IS LOCATED 43.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1995'COUNTY ROAD 91854, 96.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 CL1995'OF THE BRICK HOUSE, 96.5 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A
 CL1995'TRANSFORMER ON THE NORTH SIDE OF THE ROAD, 49.5 FEET WEST-NORTHWEST OF
 CL1995'THE WEST END OF A 24 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE
 CL1995'HOUSE, AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 CL1995'STANDARD BRASS DISK STAMPED---021-209 1979---, SET IN THE TOP OF A 10
 CL1995'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1995'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL1995'STAMPED----021-209 1979---, SET IN AN IRREGULAR MASS OF CONCRETE 0.85
 CL1995'METER BELOW THE SURFACE OF THE GROUND.
 CL1995'
 CL1995'REFERENCE MARK 1 IS LOCATED 44.5 FEET SOUTH-SOUTHWEST OF THE
 CL1995'CENTERLINE OF COUNTY ROAD 91854, 3.4 FEET SOUTH-SOUTHEAST OF A WITNESS
 CL1995'POST, 101.5 FEET SOUTH OF THE POWER POLE WITH TRANSFORMER ON THE NORTH
 CL1995'SIDE
 CL1995'OF THE ROAD, AND 31.0 FEET WEST OF THE WEST END OF THE 24 INCH
 CL1995'CONCRETE CULVERT UNDER THE DRIVEWAY TO THE HOUSE.  IT IS A STANDARD
 CL1995'DISK STAMPED---021-209 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1995'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE WITH STEEL
 CL1995'RODS EMBEDDED.
 CL1995'
 CL1995'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-NORTHWEST ALONG
 CL1995'COUNTY ROAD 91854 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  IT IS
 CL1995'LOCATED 43.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 CL1995'91854, 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST, 3.9 FEET EAST-
 CL1995'NORTHEAST OF A POWER POLE, 146.8 FEET WEST-NORTHWEST OF AN UNDERGROUND
 CL1995'TELEPHONE CABLE PEDESTAL, 197.5 FEET WEST-NORTHWEST OF ANOTHER
 CL1995'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 118.2 FEET NORTH-NORTHWEST
 CL1995'OF A 14 INCH PECAN TREE ON THE SOUTH SIDE OF THE ROAD.  IT IS A
 CL1995'STANDARD DISK STAMPED---021-209 1979 AZ MK---, SET IN THE TOP OF A 10
 CL1995'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1995'WITH STEEL RODS EMBEDDED.
 CL1995'
 CL1995'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1995'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1988 ***********************************************************************
 CL1988  DESIGNATION -  BV 021 209 GADT AZ MK
 CL1988  PID         -  CL1988
 CL1988  STATE/COUNTY-  GA/CANDLER
 CL1988  USGS QUAD   -  METTER (1985)
 CL1988
 CL1988                         *CURRENT SURVEY CONTROL
 CL1988  ___________________________________________________________________
 CL1988* NAD 83(1994)-  32 24 18.98671(N)    082 05 28.02838(W)     ADJUSTED  
 CL1988* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL1988  ___________________________________________________________________
 CL1988  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL1988  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1988
 CL1988  HORZ ORDER  -  SECOND
 CL1988
 CL1988.The horizontal coordinates were established by classical geodetic methods
 CL1988.and adjusted by the National Geodetic Survey in September 1997..
 CL1988
 CL1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1988
 CL1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1988
 CL1988.The geoid height was determined by GEOID03.
 CL1988
 CL1988;                    North         East     Units Scale Factor Converg.
 CL1988;SPC GA E     -   266,655.870   207,106.448   MT  0.99990062   +0 02 25.8
 CL1988;SPC GA E     -   874,853.47    679,481.74   sFT  0.99990062   +0 02 25.8
 CL1988;UTM  17      - 3,585,882.336   397,391.225   MT  0.99972983   -0 35 05.2
 CL1988
 CL1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1988!SPC GA E     -   0.99999430  x   0.99990062  =   0.99989492
 CL1988!UTM  17      -   0.99999430  x   0.99972983  =   0.99972414
 CL1988
 CL1988                          SUPERSEDED SURVEY CONTROL
 CL1988
 CL1988  NAD 83(1986)-  32 24 18.98914(N)    082 05 28.02645(W) AD(       ) 2
 CL1988  NAD 27      -  32 24 18.38438(N)    082 05 28.58606(W) AD(       ) 2
 CL1988  NGVD 29 (07/19/86)   66.     (m)          217.     (f) VERT ANG       
 CL1988
 CL1988.Superseded values are not recommended for survey control.
 CL1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1988.See file dsdata.txt to determine how the superseded data were derived.
 CL1988
 CL1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9739185882(NAD 83)
 CL1988_MARKER: DD = SURVEY DISK
 CL1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1988+STABILITY: SURFACE MOTION
 CL1988
 CL1988  HISTORY     - Date     Condition        Report By
 CL1988  HISTORY     - 1979     MONUMENTED       GADT
 CL1988
 CL1988                          STATION DESCRIPTION
 CL1988
 CL1988'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1988'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST-NORTHWEST OF
 CL1988'METTER, 8 MILES WEST OF PULASKI, AND 7-3/4 MILES EAST-SOUTHEAST OF
 CL1988'STILLMORE ON COUNTY RIGHT OF WAY.
 CL1988'
 CL1988'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 TO THE NORTH
 CL1988'AND STATE ROUTE 46 IN METTER, GO WEST ALONG STATE ROUTE 46 FOR 0.05
 CL1988'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91854 TO THE RIGHT.  TURN
 CL1988'RIGHT GOING NORTH ALONG COUNTY ROAD 91854 FOR APPROXIMATELY 100 FEET
 CL1988'TO THE JUNCTION OF NORTH WILLIAMS STREET STRAIGHT AHEAD AND COUNTY
 CL1988'ROAD 91854 TURNING SHARPLY TO THE LEFT.  CONTINUE GOING WEST-NORTHWEST
 CL1988'ALONG COUNTY ROAD 91854 FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 CL1988'
 CL1988'THE STATION IS LOCATED 43.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1988'THE ROAD, 3.9 FEET EAST-NORTHEAST OF A POWER POLE, 3.0 FEET NORTH-
 CL1988'NORTHEAST OF A WITNESS POST, 146.8 FEET WEST-NORTHWEST OF AN
 CL1988'UNDERGROUND TELEPHONE CABLE PEDESTAL, 197.5 FEET WEST-NORTHWEST OF
 CL1988'ANOTHER UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 118.2 FEET NORTH-
 CL1988'NORTHWEST OF A 14 INCH PECAN TREE ON THE SOUTH SIDE OF THE ROAD.  IT
 CL1988'IS A STANDARD BRASS DISK STAMPED---021-209 1979 AZ MK---, SET IN THE
 CL1988'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1988'GROUND WITH STEEL RODS EMBEDDED.
 CL1988'
 CL1988'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1988'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1994 ***********************************************************************
 CL1994  DESIGNATION -  BV 021 209 GADT RM 1
 CL1994  PID         -  CL1994
 CL1994  STATE/COUNTY-  GA/CANDLER
 CL1994  USGS QUAD   -  METTER (1985)
 CL1994
 CL1994                         *CURRENT SURVEY CONTROL
 CL1994  ___________________________________________________________________
 CL1994* NAD 83(1994)-  32 24 11.86135(N)    082 05 06.83659(W)     ADJUSTED  
 CL1994* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL1994  ___________________________________________________________________
 CL1994  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL1994  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1994
 CL1994  HORZ ORDER  -  SECOND
 CL1994
 CL1994.The horizontal coordinates were established by classical geodetic methods
 CL1994.and adjusted by the National Geodetic Survey in September 1997..
 CL1994
 CL1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1994
 CL1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1994
 CL1994.The geoid height was determined by GEOID03.
 CL1994
 CL1994;                    North         East     Units Scale Factor Converg.
 CL1994;SPC GA E     -   266,436.810   207,660.344   MT  0.99990072   +0 02 37.1
 CL1994;SPC GA E     -   874,134.77    681,298.98   sFT  0.99990072   +0 02 37.1
 CL1994;UTM  17      - 3,585,657.283   397,942.602   MT  0.99972844   -0 34 53.8
 CL1994
 CL1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1994!SPC GA E     -   0.99999336  x   0.99990072  =   0.99989408
 CL1994!UTM  17      -   0.99999336  x   0.99972844  =   0.99972180
 CL1994
 CL1994                          SUPERSEDED SURVEY CONTROL
 CL1994
 CL1994  NAD 83(1986)-  32 24 11.86371(N)    082 05 06.83471(W) AD(       ) 2
 CL1994  NAD 27      -  32 24 11.25888(N)    082 05 07.39485(W) AD(       ) 2
 CL1994  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 CL1994
 CL1994.Superseded values are not recommended for survey control.
 CL1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1994.See file dsdata.txt to determine how the superseded data were derived.
 CL1994
 CL1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9794385657(NAD 83)
 CL1994_MARKER: DD = SURVEY DISK
 CL1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1994+STABILITY: SURFACE MOTION
 CL1994
 CL1994  HISTORY     - Date     Condition        Report By
 CL1994  HISTORY     - 1979     MONUMENTED       GADT
 CL1994
 CL1994                          STATION DESCRIPTION
 CL1994
 CL1994'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1994'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST-NORTHWEST OF
 CL1994'METTER, 7-3/4 MILES WEST OF PULASKI, AND 8 MILES EAST-SOUTHEAST OF
 CL1994'STILLMORE ON THE PROPERTY OF MR. PERRY L. ROUNDTREE, METTER.
 CL1994'TELEPHONE 912-685-2548.
 CL1994'
 CL1994'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 TO THE NORTH
 CL1994'AND STATE ROUTE 46 IN METTER, GO WEST ALONG STATE ROUTE 46 FOR 0.05
 CL1994'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91854 TO THE RIGHT.  TURN
 CL1994'RIGHT GOING NORTH ALONG COUNTY ROAD 91854 FOR APPROXIMATELY 100 FEET
 CL1994'TO THE JUNCTION OF NORTH WILLIAMS STREET STRAIGHT AHEAD AND COUNTY
 CL1994'ROAD 91854 TURNING SHARPLY TO THE LEFT.  CONTINUE GOING NOW WEST-
 CL1994'NORTHWEST ALONG COUNTY ROAD 91854 FOR 1.25 MILES TO A BRICK VENEER TAN
 CL1994'COLORED HOUSE WITH A GREY ROOF AND THE STATION ON THE LEFT.
 CL1994'
 CL1994'THE STATION IS LOCATED 44.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1994'THE ROAD, 3.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 101.5 FEET
 CL1994'SOUTH OF A
 CL1994'POWER POLE WITH A TRANSFORMER ON THE NORTH SIDE OF THE ROAD, 31.0 FEET
 CL1994'WEST OF THE WEST END OF A 24 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO
 CL1994'THE HOUSE.  IT IS A STANDARD DISK STAMPED---021-209 1979 RM 1---, SET
 CL1994'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1994'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1994'
 CL1994'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1994'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6393 ***********************************************************************
 CK6393  DESIGNATION -  BV 021 21
 CK6393  PID         -  CK6393
 CK6393  STATE/COUNTY-  GA/CANDLER
 CK6393  USGS QUAD   -  PULASKI (1978)
 CK6393
 CK6393                         *CURRENT SURVEY CONTROL
 CK6393  ___________________________________________________________________
 CK6393* NAD 83(1994)-  32 23 32.26216(N)    081 59 45.57127(W)     ADJUSTED  
 CK6393* NAVD 88     -        72.1    (meters)     237.     (feet)  VERT ANG  
 CK6393  ___________________________________________________________________
 CK6393  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CK6393  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CK6393
 CK6393  HORZ ORDER  -  SECOND
 CK6393
 CK6393.The horizontal coordinates were established by classical geodetic methods
 CK6393.and adjusted by the National Geodetic Survey in September 1997..
 CK6393
 CK6393.The orthometric height was determined by vertical angle observations.
 CK6393
 CK6393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6393
 CK6393.The geoid height was determined by GEOID03.
 CK6393
 CK6393;                    North         East     Units Scale Factor Converg.
 CK6393;SPC GA E     -   265,227.020   216,056.943   MT  0.99990318   +0 05 29.2
 CK6393;SPC GA E     -   870,165.65    708,846.82   sFT  0.99990318   +0 05 29.2
 CK6393;UTM  17      - 3,584,356.193   406,323.963   MT  0.99970821   -0 32 01.0
 CK6393
 CK6393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6393!SPC GA E     -   0.99999333  x   0.99990318  =   0.99989651
 CK6393!UTM  17      -   0.99999333  x   0.99970821  =   0.99970154
 CK6393
 CK6393:                Primary Azimuth Mark                     Grid Az
 CK6393:SPC GA E     -  BV 021 20                                193 32 04.9
 CK6393:UTM  17      -  BV 021 20                                194 09 35.1
 CK6393
 CK6393|---------------------------------------------------------------------|
 CK6393| PID    Reference Object                     Distance      Geod. Az  |
 CK6393|                                                           dddmmss.s |
 CK6393| CK6392 BV 021 20                           APPROX. 0.6 KM 1933734.1 |
 CK6393| CK6396 BV 021 22                           258.849 METERS 33806     |
 CK6393|---------------------------------------------------------------------|
 CK6393
 CK6393                          SUPERSEDED SURVEY CONTROL
 CK6393
 CK6393  NAD 83(1986)-  32 23 32.27805(N)    081 59 45.57974(W) AD(       ) 2
 CK6393
 CK6393.Superseded values are not recommended for survey control.
 CK6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6393.See file dsdata.txt to determine how the superseded data were derived.
 CK6393
 CK6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0632484356(NAD 83)
 CK6393_MARKER: DD = SURVEY DISK
 CK6393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6393+STABILITY: SURFACE MOTION
 CK6393
 CK6393  HISTORY     - Date     Condition        Report By
 CK6393  HISTORY     - 1982     MONUMENTED       GADT
 CK6393
 CK6393                          STATION DESCRIPTION
 CK6393
 CK6393'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6393'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST FROM PULASKI,
 CK6393'AND 6.1 KM (3.8 MI) EAST-SOUTHEAST FROM METTER.
 CK6393'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK6393'
 CK6393'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PULASKI, GO
 CK6393'SOUTH ALONG WARREN STREET FOR 0.6 KM (0.35 MI) TO THE JUNCTION
 CK6393'OF STATE ROUTE 46 CROSSING.  TURN RIGHT GOING WEST ALONG STATE
 CK6393'ROUTE 46 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF DIRT COUNTY
 CK6393'ROAD 83 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY
 CK6393'ROAD 83 FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 CK6393'82 AND THE STATION ON THE RIGHT.
 CK6393'
 CK6393'THE STATION IS A STANDARD GADT DISK
 CK6393'STAMPED---021-21---,
 CK6393'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6393'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK6393'IT IS LOCATED
 CK6393'21 METERS (69 FT) SOUTH EAST FROM THE CENTERLINE OF COUNTY ROAD
 CK6393'82,
 CK6393'26.8 METERS (88 FT) SOUTH FROM A 14 INCH PINE TREE ON THE NORTH
 CK6393'SIDE OF THE ROAD,
 CK6393'1.9 METERS (6.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 CK6393'46.63 METERS (153 FT) EAST FROM THE JUNCTION OF THE CENTERLINES
 CK6393'OF COUNTY ROADS 82 AND 83, AND
 CK6393'0.91 METER (3 FT) SOUTH FROM A METAL WITNESS POST.
 CK6393'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK6393'STAMPED---021-21---,
 CK6393'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK6393'OF THE GROUND.
 CK6393'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 CK6393'COUNTY ROAD NUMBERS OBTAINED FROM -- GENERAL HIGHWAY MAP CANDLER
 CK6393'COUNTY GEORGIA 1975.  REVISED MARCH 1975.
 CK6393'
 CK6393'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2001 ***********************************************************************
 CL2001  DESIGNATION -  BV 021 210 GADT
 CL2001  PID         -  CL2001
 CL2001  STATE/COUNTY-  GA/CANDLER
 CL2001  USGS QUAD   -  METTER SE (1985)
 CL2001
 CL2001                         *CURRENT SURVEY CONTROL
 CL2001  ___________________________________________________________________
 CL2001* NAD 83(1994)-  32 22 04.22720(N)    082 00 56.47725(W)     ADJUSTED  
 CL2001* NAVD 88     -        70.6    (meters)     232.     (feet)  VERTCON   
 CL2001  ___________________________________________________________________
 CL2001  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CL2001  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL2001
 CL2001  HORZ ORDER  -  FIRST
 CL2001
 CL2001.The horizontal coordinates were established by classical geodetic methods
 CL2001.and adjusted by the National Geodetic Survey in September 1997..
 CL2001
 CL2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2001
 CL2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2001
 CL2001.The geoid height was determined by GEOID03.
 CL2001
 CL2001;                    North         East     Units Scale Factor Converg.
 CL2001;SPC GA E     -   262,512.694   214,207.773   MT  0.99990249   +0 04 51.0
 CL2001;SPC GA E     -   861,260.40    702,780.00   sFT  0.99990249   +0 04 51.0
 CL2001;UTM  17      - 3,581,662.713   404,445.664   MT  0.99971259   -0 32 37.7
 CL2001
 CL2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2001!SPC GA E     -   0.99999356  x   0.99990249  =   0.99989605
 CL2001!UTM  17      -   0.99999356  x   0.99971259  =   0.99970615
 CL2001
 CL2001|---------------------------------------------------------------------|
 CL2001| PID    Reference Object                     Distance      Geod. Az  |
 CL2001|                                                           dddmmss.s |
 CL2001| CL1999 BV 021 210 GADT AZ MK               399.548 METERS 16213     |
 CL2001| CL2000 BV 021 210 GADT RM 1                  7.638 METERS 16218     |
 CL2001| CL1984 METTER CABLE TV MAST                APPROX. 6.2 KM 3143847.0 |
 CL2001|---------------------------------------------------------------------|
 CL2001
 CL2001                          SUPERSEDED SURVEY CONTROL
 CL2001
 CL2001  NAD 83(1986)-  32 22 04.22875(N)    082 00 56.47579(W) AD(       ) 1
 CL2001  NAD 27      -  32 22 03.62205(N)    082 00 57.04182(W) AD(       ) 1
 CL2001  NGVD 29 (07/19/86)   70.8    (m)          232.     (f) VERT ANG       
 CL2001
 CL2001.Superseded values are not recommended for survey control.
 CL2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2001.See file dsdata.txt to determine how the superseded data were derived.
 CL2001
 CL2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0444681663(NAD 83)
 CL2001_MARKER: DD = SURVEY DISK
 CL2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2001+STABILITY: SURFACE MOTION
 CL2001
 CL2001  HISTORY     - Date     Condition        Report By
 CL2001  HISTORY     - 1979     MONUMENTED       GADT
 CL2001
 CL2001                          STATION DESCRIPTION
 CL2001
 CL2001'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2001'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF METTER,
 CL2001'4 MILES WEST-SOUTHWEST OF PULASKI, AND 13 MILES SOUTH-SOUTHWEST OF
 CL2001'PORTAL ON COUNTY RIGHT OF WAY.
 CL2001'
 CL2001'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 129 AND STATE
 CL2001'ROUTE 46 IN METTER, GO EAST ALONG STATE ROUTE 46 FOR 2.8 MILES TO THE
 CL2001'JUNCTION OF PAVED COUNTY ROAD 30 CROSSING.  TURN RIGHT GOING SOUTH
 CL2001'ALONG COUNTY ROAD 30 FOR 1.7 MILES TO THE SOUTH END OF A BRIDGE OVER
 CL2001'INTERSTATE 16 AND THE STATION ON THE RIGHT.
 CL2001'
 CL2001'THE STATION IS LOCATED 18 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL2001'ROAD, 24.3 FEET SOUTH OF THE CENTER OF THE SOUTH END OF THE WEST
 CL2001'PARAPET BARRIER END POST ON THE SOUTH END OF THE BRIDGE, 35.5 FEET
 CL2001'WEST OF THE CENTER OF THE SOUTH END OF THE EAST PARAPET BARRIER END
 CL2001'POST ON THE SOUTH END OF THE BRIDGE, AND 2.8 FEET EAST-NORTHEAST OF A
 CL2001'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---021-210 1979---,
 CL2001'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2001'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL2001'STATION IS A STANDARD DISK STAMPED---021-210 1979---, SET IN AN
 CL2001'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.87 METER BELOW THE SURFACE
 CL2001'OF THE GROUND.
 CL2001'
 CL2001'REFERENCE MARK 1 IS LOCATED 18 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL2001'OF THE ROAD, 49.3 FEET SOUTH OF THE CENTER OF THE SOUTH END OF THE
 CL2001'WEST PARAPET BARRIER END POST ON THE SOUTH END OF THE BRIDGE, 37.0
 CL2001'FEET SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE EAST PARAPET
 CL2001'BARRIER END POST OF THE SOUTH END OF THE BRIDGE, AND 2.9 FEET
 CL2001'EAST-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2001'STAMPED---021-210 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2001'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2001'STEEL RODS EMBEDDED.
 CL2001'
 CL2001'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG COUNTY ROAD
 CL2001'30 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT ON COUNTY RIGHT OF
 CL2001'WAY.  IT IS LOCATED 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 73.7
 CL2001'FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 CL2001'ROAD AND A PAVED DRIVEWAY TO THE EAST TO A CREAM COLORED BRICK HOUSE
 CL2001'WITH BLACK ROOF, 12.7 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER,
 CL2001'197.2 FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD, AND
 CL2001'3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2001'STAMPED---021-210 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2001'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2001'STEEL RODS EMBEDDED.
 CL2001'
 CL2001'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2001'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1999 ***********************************************************************
 CL1999  DESIGNATION -  BV 021 210 GADT AZ MK
 CL1999  PID         -  CL1999
 CL1999  STATE/COUNTY-  GA/CANDLER
 CL1999  USGS QUAD   -  METTER SE (1985)
 CL1999
 CL1999                         *CURRENT SURVEY CONTROL
 CL1999  ___________________________________________________________________
 CL1999* NAD 83(1994)-  32 21 51.87644(N)    082 00 51.80852(W)     ADJUSTED  
 CL1999* NAVD 88     -        69.     (meters)     226.     (feet)  VERTCON   
 CL1999  ___________________________________________________________________
 CL1999  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CL1999  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1999
 CL1999  HORZ ORDER  -  SECOND
 CL1999
 CL1999.The horizontal coordinates were established by classical geodetic methods
 CL1999.and adjusted by the National Geodetic Survey in September 1997..
 CL1999
 CL1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1999
 CL1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1999
 CL1999.The geoid height was determined by GEOID03.
 CL1999
 CL1999;                    North         East     Units Scale Factor Converg.
 CL1999;SPC GA E     -   262,132.455   214,330.355   MT  0.99990253   +0 04 53.4
 CL1999;SPC GA E     -   860,012.90    703,182.17   sFT  0.99990253   +0 04 53.4
 CL1999;UTM  17      - 3,581,281.233   404,564.072   MT  0.99971231   -0 32 35.0
 CL1999
 CL1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1999!SPC GA E     -   0.99999384  x   0.99990253  =   0.99989637
 CL1999!UTM  17      -   0.99999384  x   0.99971231  =   0.99970616
 CL1999
 CL1999                          SUPERSEDED SURVEY CONTROL
 CL1999
 CL1999  NAD 83(1986)-  32 21 51.87801(N)    082 00 51.80712(W) AD(       ) 2
 CL1999  NAD 27      -  32 21 51.27098(N)    082 00 52.37315(W) AD(       ) 2
 CL1999  NGVD 29 (07/19/86)   69.     (m)          226.     (f) VERT ANG       
 CL1999
 CL1999.Superseded values are not recommended for survey control.
 CL1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1999.See file dsdata.txt to determine how the superseded data were derived.
 CL1999
 CL1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0456481281(NAD 83)
 CL1999_MARKER: DD = SURVEY DISK
 CL1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1999+STABILITY: SURFACE MOTION
 CL1999
 CL1999  HISTORY     - Date     Condition        Report By
 CL1999  HISTORY     - 1979     MONUMENTED       GADT
 CL1999
 CL1999                          STATION DESCRIPTION
 CL1999
 CL1999'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1999'THE STATION IS LOCATED APPROXIMAYTELY 3-3/4 MILES SOUTHEAST OF METTER,
 CL1999'4 MILES WEST-SOUTHWEST OF PULASKI, AND 13 MILES SOUTH-SOUTHWEST OF
 CL1999'PORTAL ON COUNTY RIGHT OF WAY.
 CL1999'
 CL1999'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 129 AND STATE
 CL1999'ROUTE 46 IN METTER, GO EAST ALONG STATE ROUTE 46 FOR 2.8 MILES TO THE
 CL1999'JUNCTION OF PAVED COUNTY ROAD 30 CROSSING.  TURN RIGHT GOING SOUTH
 CL1999'ALONG COUNTY ROAD 30 FOR 1.7 MILES TO THE SOUTH END OF A BRIDGE OVER
 CL1999'INTERSTATE 16.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 30 FOR 0.2 MILE
 CL1999'TO THE STATION ON THE LEFT.
 CL1999'
 CL1999'THE STATION IS LOCATED 45 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1999'73.7 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL1999'THE ROAD AND A PAVED DRIVEWAY TO THE EAST TO A CREAM COLORED BRICK
 CL1999'HOUSE WITH BLACK ROOF, 12.7 FEET NORTHWEST OF A POWER POLE WITH A
 CL1999'TRANSFORMER, 197.2 FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF
 CL1999'THE ROAD, AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL1999'DISK STAMPED---021-210 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1999'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1999'STEEL RODS EMBEDDED.
 CL1999'
 CL1999'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1999'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2000 ***********************************************************************
 CL2000  DESIGNATION -  BV 021 210 GADT RM 1
 CL2000  PID         -  CL2000
 CL2000  STATE/COUNTY-  GA/CANDLER
 CL2000  USGS QUAD   -  METTER SE (1985)
 CL2000
 CL2000                         *CURRENT SURVEY CONTROL
 CL2000  ___________________________________________________________________
 CL2000* NAD 83(1994)-  32 22 03.99097(N)    082 00 56.38844(W)     ADJUSTED  
 CL2000* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CL2000  ___________________________________________________________________
 CL2000  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CL2000  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL2000
 CL2000  HORZ ORDER  -  SECOND
 CL2000
 CL2000.The horizontal coordinates were established by classical geodetic methods
 CL2000.and adjusted by the National Geodetic Survey in September 1997..
 CL2000
 CL2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2000
 CL2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2000
 CL2000.The geoid height was determined by GEOID03.
 CL2000
 CL2000;                    North         East     Units Scale Factor Converg.
 CL2000;SPC GA E     -   262,505.421   214,210.104   MT  0.99990249   +0 04 51.0
 CL2000;SPC GA E     -   861,236.54    702,787.65   sFT  0.99990249   +0 04 51.0
 CL2000;UTM  17      - 3,581,655.416   404,447.916   MT  0.99971259   -0 32 37.6
 CL2000
 CL2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2000!SPC GA E     -   0.99999353  x   0.99990249  =   0.99989602
 CL2000!UTM  17      -   0.99999353  x   0.99971259  =   0.99970612
 CL2000
 CL2000                          SUPERSEDED SURVEY CONTROL
 CL2000
 CL2000  NAD 83(1986)-  32 22 03.99258(N)    082 00 56.38701(W) AD(       ) 2
 CL2000  NAD 27      -  32 22 03.38582(N)    082 00 56.95301(W) AD(       ) 2
 CL2000  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CL2000
 CL2000.Superseded values are not recommended for survey control.
 CL2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2000.See file dsdata.txt to determine how the superseded data were derived.
 CL2000
 CL2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0444881655(NAD 83)
 CL2000_MARKER: DD = SURVEY DISK
 CL2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2000+STABILITY: SURFACE MOTION
 CL2000
 CL2000  HISTORY     - Date     Condition        Report By
 CL2000  HISTORY     - 1979     MONUMENTED       GADT
 CL2000
 CL2000                          STATION DESCRIPTION
 CL2000
 CL2000'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2000'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF METTER,
 CL2000'4 MILES WEST-SOUTHWEST OF PULASKI, AND 13 MILES SOUTH-SOUTHWEST OF
 CL2000'PORTAL ON COUNTY RIGHT OF WAY.
 CL2000'
 CL2000'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 129 AND STATE
 CL2000'ROUTE 46 IN METTER, GO EAST ALONG STATE ROUTE 46 FOR 2.8 MILES TO THE
 CL2000'JUNCTION OF PAVED COUNTY ROAD 30 CROSSING.  TURN RIGHT GOING SOUTH
 CL2000'ALONG COUNTY ROAD 30 FOR 1.7 MILES TO THE SOUTH END OF A BRIDGE OVER
 CL2000'INTERSTATE 16 AND THE STATION ON THE RIGHT.
 CL2000'
 CL2000'THE STATION IS LOCATED 18 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL2000'ROAD, 49.3 FEET SOUTH OF THE CENTER OF THE SOUTH END OF THE WEST
 CL2000'PARAPET BARRIER END POST ON THE SOUTH END OF THE BRIDGE, 37.0 FEET
 CL2000'SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE EAST PARAPET BARRIER
 CL2000'END POST ON THE SOUTH END OF THE BRIDGE, AND 2.9 FEET EAST-NORTHEAST
 CL2000'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---021-210 1979
 CL2000'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2000'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2000'
 CL2000'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2000'FROM--GENERAL HIGHWAY MAP CANDLER COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6394 ***********************************************************************
 CK6394  DESIGNATION -  BV 021 211
 CK6394  PID         -  CK6394
 CK6394  STATE/COUNTY-  GA/CANDLER
 CK6394  USGS QUAD   -  PULASKI (1978)
 CK6394
 CK6394                         *CURRENT SURVEY CONTROL
 CK6394  ___________________________________________________________________
 CK6394* NAD 83(1994)-  32 23 12.93599(N)    081 59 43.43334(W)     ADJUSTED  
 CK6394* NAVD 88     -        71.8    (meters)     236.     (feet)  VERT ANG  
 CK6394  ___________________________________________________________________
 CK6394  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CK6394  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CK6394
 CK6394  HORZ ORDER  -  SECOND
 CK6394
 CK6394.The horizontal coordinates were established by classical geodetic methods
 CK6394.and adjusted by the National Geodetic Survey in September 1997..
 CK6394
 CK6394.The orthometric height was determined by vertical angle observations.
 CK6394
 CK6394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6394
 CK6394.The geoid height was determined by GEOID03.
 CK6394
 CK6394;                    North         East     Units Scale Factor Converg.
 CK6394;SPC GA E     -   264,631.848   216,113.767   MT  0.99990320   +0 05 30.3
 CK6394;SPC GA E     -   868,212.99    709,033.25   sFT  0.99990320   +0 05 30.3
 CK6394;UTM  17      - 3,583,760.553   406,374.282   MT  0.99970809   -0 31 59.5
 CK6394
 CK6394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6394!SPC GA E     -   0.99999337  x   0.99990320  =   0.99989657
 CK6394!UTM  17      -   0.99999337  x   0.99970809  =   0.99970146
 CK6394
 CK6394:                Primary Azimuth Mark                     Grid Az
 CK6394:SPC GA E     -  BV 021 211 AZ MK                         083 51 29.5
 CK6394:UTM  17      -  BV 021 211 AZ MK                         084 28 59.3
 CK6394
 CK6394|---------------------------------------------------------------------|
 CK6394| PID    Reference Object                     Distance      Geod. Az  |
 CK6394|                                                           dddmmss.s |
 CK6394| CK6395 BV 021 211 AZ MK                    APPROX. 1.3 KM 0835659.8 |
 CK6394|---------------------------------------------------------------------|
 CK6394
 CK6394                          SUPERSEDED SURVEY CONTROL
 CK6394
 CK6394  NAD 83(1986)-  32 23 12.94071(N)    081 59 43.43160(W) AD(       ) 2
 CK6394  NAD 83(1986)-  32 23 12.95330(N)    081 59 43.44197(W) AD(       ) 2
 CK6394  NGVD 29 (05/08/96)   72.6    (m)          238.     (f) VERT ANG       
 CK6394
 CK6394.Superseded values are not recommended for survey control.
 CK6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6394.See file dsdata.txt to determine how the superseded data were derived.
 CK6394
 CK6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0637483761(NAD 83)
 CK6394_MARKER: DD = SURVEY DISK
 CK6394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6394+STABILITY: SURFACE MOTION
 CK6394
 CK6394  HISTORY     - Date     Condition        Report By
 CK6394  HISTORY     - 1982     MONUMENTED       GADT
 CK6394  HISTORY     - 1982     GOOD             GADT
 CK6394
 CK6394                          STATION DESCRIPTION
 CK6394
 CK6394'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6394'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) WEST OF PULASKI, 6.6 KM
 CK6394'(4.1 MI) EAST OF METTER, AND 21.1 KM (13.1 MI) WEST-SOUTHWEST OF
 CK6394'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6394'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 121 AND STATE
 CK6394'ROUTE 46 IN METTER, GO EAST ALONG STATE ROUTE 46 FOR 5.7 KM (3.55 MI)
 CK6394'TO THE JUNCTION OF PAVED COUNTY ROAD 92242 FORKING TO THE RIGHT.
 CK6394'CONTINUE EAST ALONG STATE ROUTE 46 FOR 0.7 KM (0.45 MI) TO THE STATION
 CK6394'ON THE RIGHT.
 CK6394'THE STATION IS A STANDARD GADT DISK STAMPED---021-211 1982---, SET
 CK6394'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 CK6394'7.6 CM BELOW THE GROUND.  IT IS LOCATED 15.09 METERS (49.50 FT) SOUTH
 CK6394'FROM THE CENTERLINE OF THE HIGHWAY, 5.91 METERS (19.40 FT) EAST FROM A
 CK6394'TELEPHONE POLE, 6.86 METERS (22.50 FT) EAST-NORTHEAST FROM THE
 CK6394'NORTHWEST CORNER FENCE POST OF A FENCE, 45.11 METERS (148.0 FT) WEST
 CK6394'FROM ANOTHER TELEPHONE POLE, AND 0.79 METER (2.6 FT) NORTH FROM A
 CK6394'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6394'STAMPED---021-211 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE .90
 CK6394'METERS BELOW THE SURFACE.
 CK6394'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---021-211 RM
 CK6394'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK6394'DIAMETER RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 14.63 METERS
 CK6394'(48.00 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 14.30 METERS
 CK6394'(46.90 FT) WEST FROM A TELEPHONE POLE, 30.78 METERS (101.0 FT) EAST
 CK6394'FROM ANOTHER TELEPHONE POLE, AND 0.82 METER (2.7 FT) NORTH FROM A
 CK6394'WITNESS POST. MARK IS LEVEL WITH STATION.
 CK6394'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---021-211 AZ MK
 CK6394'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK6394'DIAMETER RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 11.43 METERS
 CK6394'(37.50 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 6.71 METERS
 CK6394'(22.00 FT) EAST FROM THE CENTERLINE OF THE PAVED ENTRANCE TO THE
 CK6394'GEORGIA FORESTRY COMMISSION, 14.05 METERS (46.10 FT) EAST-SOUTHEAST
 CK6394'FROM THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER THE ENTRANCE
 CK6394'DRIVE, 2.99 METERS (9.8 FT) SOUTH-SOUTHWEST FROM THE EAST END OF THE
 CK6394'PIPE UNDER THE DRIVE, AND 0.73 METER (2.4 FT) NORTH FROM A WITNESS
 CK6394'POST. TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG STATE
 CK6394'ROUTE 46 FOR 1.3 KM (0.8 MI) TO A PAVED DRIVEWAY TO THE LEFT AND THE
 CK6394'AZIMUTH MARK ON THE LEFT. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6394'STAMPED---021-211 AZ MK 1982---, SET IN AN IRREGULAR MASS OF CONCRETE
 CK6394'ABOUT 0.90 METTERS BELOW THE SURFACE.
 CK6394'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CANDLER GEORGIA
 CK6394'1975.  REVISED MARCH 1975.
 CK6394'DESCRIBED BY G. D. JOHNSON.
 CK6394
 CK6394                          STATION RECOVERY (1982)
 CK6394
 CK6394'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6394'FOUND AS DESCRIBED IN PROJECT G16679, VICINITY OF STATESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6395 ***********************************************************************
 CK6395  DESIGNATION -  BV 021 211 AZ MK
 CK6395  PID         -  CK6395
 CK6395  STATE/COUNTY-  GA/CANDLER
 CK6395  USGS QUAD   -  PULASKI (1978)
 CK6395
 CK6395                         *CURRENT SURVEY CONTROL
 CK6395  ___________________________________________________________________
 CK6395* NAD 83(1994)-  32 23 17.23684(N)    081 58 55.58109(W)     ADJUSTED  
 CK6395* NAVD 88     -        66.     (meters)     217.     (feet)  VERT ANG  
 CK6395  ___________________________________________________________________
 CK6395  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK6395  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CK6395
 CK6395  HORZ ORDER  -  SECOND
 CK6395
 CK6395.The horizontal coordinates were established by classical geodetic methods
 CK6395.and adjusted by the National Geodetic Survey in September 1997..
 CK6395
 CK6395.The orthometric height was determined by vertical angle observations.
 CK6395.No vertical observational check was made to the station.
 CK6395
 CK6395.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6395
 CK6395.The geoid height was determined by GEOID03.
 CK6395
 CK6395;                    North         East     Units Scale Factor Converg.
 CK6395;SPC GA E     -   264,766.397   217,364.143   MT  0.99990372   +0 05 55.9
 CK6395;SPC GA E     -   868,654.42    713,135.53   sFT  0.99990372   +0 05 55.9
 CK6395;UTM  17      - 3,583,881.433   407,625.805   MT  0.99970522   -0 31 34.0
 CK6395
 CK6395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6395!SPC GA E     -   0.99999433  x   0.99990372  =   0.99989805
 CK6395!UTM  17      -   0.99999433  x   0.99970522  =   0.99969956
 CK6395
 CK6395                          SUPERSEDED SURVEY CONTROL
 CK6395
 CK6395  NAD 83(1986)-  32 23 17.24193(N)    081 58 55.57946(W) AD(       ) 2
 CK6395  NAD 83(1986)-  32 23 17.25232(N)    081 58 55.58936(W) AD(       ) 2
 CK6395  NGVD 29 (05/08/96)   66.1    (m)          217.     (f) VERT ANG       
 CK6395
 CK6395.Superseded values are not recommended for survey control.
 CK6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6395.See file dsdata.txt to determine how the superseded data were derived.
 CK6395
 CK6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0762683881(NAD 83)
 CK6395_MARKER: DD = SURVEY DISK
 CK6395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6395+STABILITY: SURFACE MOTION
 CK6395
 CK6395  HISTORY     - Date     Condition        Report By
 CK6395  HISTORY     - 1982     MONUMENTED       GADT
 CK6395  HISTORY     - 1982     GOOD             GADT
 CK6395
 CK6395                          STATION DESCRIPTION
 CK6395
 CK6395'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6395'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST FROM PULASKI, 7.75
 CK6395'KM (4.8 MI) EAST FROM METTER, AND 19.8 KM (12.3 MI) WEST-SOUTHWEST
 CK6395'FROM STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6395'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 121 AND STATE
 CK6395'ROUTE 46 IN METTER, GO EAST ALONG STATE ROUTE 46 FOR 5.7 KM (3.55 MI)
 CK6395'TO THE JUNCTION OF PAVED COUNTY ROAD 92242 FORKING TO THE RIGHT.
 CK6395'CONTINUE GOING EAST ALONG STATE ROUTE 46 FOR 2 KM (1.25 MI) TO THE
 CK6395'JUNCTION OF A PAVED DRIVEWAY TO THE LEFT AND THE STATION ON THE LEFT.
 CK6395'THE STATION IS A STANDARD GADT DISK STAMPED---021-211 AZ MK 1982---,
 CK6395'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6395'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 11.43 METERS (37.5
 CK6395'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 6.71 METERS (22.00 FT)
 CK6395'EAST FROM THE CENTERLINE OF THE PAVED ENTRANCE TO THE GEORGIA FORESTRY
 CK6395'COMMISSION, 14.05 METERS (46.10 FT) EAST-SOUTHEAST FROM THE WEST END
 CK6395'OF AN 18 INCH CONCRETE PIPE UNDER THE ENTRANCE DRIVE, AND 2.99 METERS
 CK6395'(9.8 FT) SOUTH-SOUTHWEST FROM THE EAST END OF THE PIPE UNDER THE
 CK6395'DRIVE, AND 0.73 METER (2.4 FT) NORTH FROM A WITNESS POST. THE
 CK6395'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---021-211 AZ MK
 CK6395'1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 CK6395'SURFACE.
 CK6395'COUNTY ROAD NAMES OBTAINED FROM--GENERAL HIGHWAY MAP CANDLER GEORGIA
 CK6395'1975.  REVISED MARCH 1975.
 CK6395'DESCRIBED BY G. D. JOHNSON.
 CK6395
 CK6395                          STATION RECOVERY (1982)
 CK6395
 CK6395'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6395'SEE PROJECT G16679, VICINITY OF STATESBORO FOR DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3765 ***********************************************************************
 AB3765  DESIGNATION -  BV 021 211 RM 1
 AB3765  PID         -  AB3765
 AB3765  STATE/COUNTY-  GA/CANDLER
 AB3765  USGS QUAD   -  PULASKI (1978)
 AB3765
 AB3765                         *CURRENT SURVEY CONTROL
 AB3765  ___________________________________________________________________
 AB3765* NAD 83(1994)-  32 23 13.01618(N)    081 59 42.48626(W)     ADJUSTED  
 AB3765* NAVD 88     -        72.20   (+/-2cm)     236.9    (feet)  VERTCON   
 AB3765  ___________________________________________________________________
 AB3765  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AB3765  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 AB3765
 AB3765  HORZ ORDER  -  SECOND
 AB3765  VERT ORDER  -  THIRD (See Below)
 AB3765
 AB3765.The horizontal coordinates were established by classical geodetic methods
 AB3765.and adjusted by the National Geodetic Survey in September 1997..
 AB3765
 AB3765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3765.The vertical order pertains to the NGVD 29 superseded value.
 AB3765
 AB3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3765
 AB3765.The geoid height was determined by GEOID03.
 AB3765
 AB3765;                    North         East     Units Scale Factor Converg.
 AB3765;SPC GA E     -   264,634.358   216,138.515   MT  0.99990321   +0 05 30.8
 AB3765;SPC GA E     -   868,221.22    709,114.44   sFT  0.99990321   +0 05 30.8
 AB3765;UTM  17      - 3,583,762.792   406,399.051   MT  0.99970804   -0 31 59.0
 AB3765
 AB3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3765!SPC GA E     -   0.99999331  x   0.99990321  =   0.99989652
 AB3765!UTM  17      -   0.99999331  x   0.99970804  =   0.99970136
 AB3765
 AB3765                          SUPERSEDED SURVEY CONTROL
 AB3765
 AB3765  NAD 83(1986)-  32 23 13.02091(N)    081 59 42.48452(W) AD(       ) 2
 AB3765  NGVD 29 (05/08/96)   72.42   (m)          237.6    (f) LEVELING    3  
 AB3765
 AB3765.Superseded values are not recommended for survey control.
 AB3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3765.See file dsdata.txt to determine how the superseded data were derived.
 AB3765
 AB3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0639983763(NAD 83)
 AB3765_MARKER: DD = SURVEY DISK
 AB3765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3765
 AB3765  HISTORY     - Date     Condition        Report By
 AB3765  HISTORY     - 1982     MONUMENTED       GADT
 AB3765
 AB3765                          STATION DESCRIPTION
 AB3765
 AB3765'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3765'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) WEST OF PULASKI, 6.6 KM
 AB3765'(4.1 MI) EAST OF METTER, AND 21.1 KM (13.1 MI) WEST-SOUTHWEST OF
 AB3765'STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3765'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 121 AND STATE
 AB3765'ROUTE 46 IN METTER, GO EAST ALONG STATE ROUTE 46 FOR 5.7 KM (3.55 MI)
 AB3765'TO THE JUNCTION OF PAVED COUNTY ROAD 92242 FORKING TO THE RIGHT.
 AB3765'CONTINUE EAST ALONG STATE ROUTE 46 FOR 0.7 KM (0.45 MI) TO THE STATION
 AB3765'ON THE RIGHT.
 AB3765'THE STATION IS A STANDARD GADT DISK STAMPED---021-211 RM 1 1982---,
 AB3765'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3765'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 14.63 METERS (48.00
 AB3765'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 14.30 METERS (46.90 FT)
 AB3765'WEST FROM A TELEPHONE POLE, 30.78 METERS (101.0 FT) EAST FROM ANOTHER
 AB3765'TELEPHONE POLE, AND 0.82 METER (2.7 FT) NORTH FROM A WITNESS POST.
 AB3765'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CANDLER COUNTY
 AB3765'GEORGIA 1975.  REVISED MARCH 1975.
 AB3765'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2790 ***********************************************************************
 CL2790  DESIGNATION -  BV 021 212
 CL2790  PID         -  CL2790
 CL2790  STATE/COUNTY-  GA/CANDLER
 CL2790  USGS QUAD   -  METTER SE (1985)
 CL2790
 CL2790                         *CURRENT SURVEY CONTROL
 CL2790  ___________________________________________________________________
 CL2790* NAD 83(1994)-  32 21 05.34743(N)    082 05 40.94833(W)     ADJUSTED  
 CL2790* NAVD 88     -        59.9    (meters)     197.     (feet)  VERTCON   
 CL2790  ___________________________________________________________________
 CL2790  X           -     741,776.986 (meters)                     COMP
 CL2790  Y           -  -5,342,074.244 (meters)                     COMP
 CL2790  Z           -   3,393,437.750 (meters)                     COMP
 CL2790  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CL2790  ELLIP HEIGHT-          30.28  (meters)          (09/03/97) GPS OBS
 CL2790  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CL2790
 CL2790  HORZ ORDER  -  FIRST
 CL2790  ELLP ORDER  -  FOURTH    CLASS II
 CL2790
 CL2790.The horizontal coordinates were established by GPS observations
 CL2790.and adjusted by the National Geodetic Survey in September 1997..
 CL2790
 CL2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2790
 CL2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2790
 CL2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2790
 CL2790.The ellipsoidal height was determined by GPS observations
 CL2790.and is referenced to NAD 83.
 CL2790
 CL2790.The geoid height was determined by GEOID03.
 CL2790
 CL2790;                    North         East     Units Scale Factor Converg.
 CL2790;SPC GA E     -   260,691.418   206,772.869   MT  0.99990057   +0 02 18.6
 CL2790;SPC GA E     -   855,285.09    678,387.32   sFT  0.99990057   +0 02 18.6
 CL2790;UTM  17      - 3,579,922.892   396,992.693   MT  0.99973084   -0 35 09.0
 CL2790
 CL2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2790!SPC GA E     -   0.99999525  x   0.99990057  =   0.99989582
 CL2790!UTM  17      -   0.99999525  x   0.99973084  =   0.99972609
 CL2790
 CL2790                          SUPERSEDED SURVEY CONTROL
 CL2790
 CL2790  NAD 83(1986)-  32 21 05.34959(N)    082 05 40.94670(W) AD(       ) 1
 CL2790  NGVD 29 (12/08/88)   60.1    (m)          197.     (f) GPS OBS        
 CL2790
 CL2790.Superseded values are not recommended for survey control.
 CL2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2790.See file dsdata.txt to determine how the superseded data were derived.
 CL2790
 CL2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9699379923(NAD 83)
 CL2790_MARKER: DD = SURVEY DISK
 CL2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2790+STABILITY: SURFACE MOTION
 CL2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2790+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1986
 CL2790
 CL2790  HISTORY     - Date     Condition        Report By
 CL2790  HISTORY     - 1985     MONUMENTED       GADT
 CL2790  HISTORY     - 19861030 GOOD
 CL2790
 CL2790                          STATION DESCRIPTION
 CL2790
 CL2790'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2790'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 CL2790'SOUTHWEST OF METTER AND
 CL2790'2.6 KM (1.6 MI) SOUTH OF INTERSTATE I 16, 50 METERS NORTH OF THE
 CL2790'JUNCTION STATE ROUTES 23 AND 121 WITH COUNTY PAVED ROAD 227.
 CL2790'OWNERSHIP--STATE RIGHT OF WAY.
 CL2790'
 CL2790'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 46, AND
 CL2790'121 IN METTER GO SOUTH ON STATE ROUTES 23 AND 121 FOR 2.7 KM
 CL2790'(1.7 MI) TO THE MIDDLE OF INTERSTATE I 16.  CONTINUE AHEAD FOR
 CL2790'1.1 KM (0.7 MI) TO THE AZIMUTH ON THE RIGHT AT COUNTY SAND ROAD 20.
 CL2790'CONTINUE AHEAD FOR 2.5 KM (1.5 MI) TO THE STATION ON THE LEFT AT AN
 CL2790'ABANDONDED BUT LIVED IN GASOLINE STATION APPROXIMATELY 110 METERS
 CL2790'NORTHEAST OF COUNTY PAVED ROAD 227 CROSSING.
 CL2790'
 CL2790'THE STATION IS A STANDARD GADT DISK
 CL2790'STAMPED---021-212 1985---,
 CL2790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2790'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2790'25.0 METERS (82.3 FT) NORTHWEST FROM A WELL TANK,
 CL2790'19.8 METERS (64.9 FT) NORTH-NORTHEAST FROM THE NORTH END OF A
 CL2790'CONCRETE ISLAND FOR GASOLINE PUMPS AT ONE TIME,
 CL2790'10.1 METERS (33.3 FT) WEST-SOUTHWEST FROM A TELEPHONE BOX WITH POLE,
 CL2790'9.1 METERS (30.0 FT) SOUTHEAST FROM THE CENTER OF STATE ROUTE 23
 CL2790'AND,
 CL2790'1.5 METERS (4.4 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2790'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2790'STAMPED---021-212 1985---,
 CL2790'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2790'
 CL2790'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2790'STAMPED---021-212 1985 AZ MK---,
 CL2790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2790'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2790'16.4 METERS (53.8 FT) NORTH-NORTHWEST FROM THE CENTER OF ROUTE 23,
 CL2790'7.2 METERS (23.5 FT) WEST-SOUTHWEST FROM A POWER POLE,
 CL2790'6.7 METERS (22.0 FT) NORTHWEST FROM A CONCRETE PIPE UNDER THE
 CL2790'SAND ROAD,
 CL2790'4.8 METERS (15.7 FT) NORTHEAST CENTER OF THE SAND ROAD AND,
 CL2790'1.26 METERS (4.15 FT) SOUTH FROM A METAL WITNESS POST.
 CL2790'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2790'STAMPED---021-212 1985 AZ MK---,
 CL2790'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2790'
 CL2790'DESCRIBED BY B. PUTZIGER.
 CL2790
 CL2790                          STATION RECOVERY (1986)
 CL2790
 CL2790'RECOVERED 1986
 CL2790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2918 ***********************************************************************
 CL2918  DESIGNATION -  BV 021 212 AZ MK
 CL2918  PID         -  CL2918
 CL2918  STATE/COUNTY-  GA/CANDLER
 CL2918  USGS QUAD   -  METTER SE (1985)
 CL2918
 CL2918                         *CURRENT SURVEY CONTROL
 CL2918  ___________________________________________________________________
 CL2918* NAD 83(1994)-  32 22 06.51793(N)    082 04 34.37282(W)     ADJUSTED  
 CL2918* NAVD 88     -        56.     (meters)     184.     (feet)  VERTCON   
 CL2918  ___________________________________________________________________
 CL2918  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CL2918  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL2918
 CL2918  HORZ ORDER  -  SECOND
 CL2918
 CL2918.The horizontal coordinates were established by classical geodetic methods
 CL2918.and adjusted by the National Geodetic Survey in September 1997..
 CL2918.No horizontal observational check was made to the station.
 CL2918
 CL2918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2918
 CL2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2918
 CL2918.The geoid height was determined by GEOID03.
 CL2918
 CL2918;                    North         East     Units Scale Factor Converg.
 CL2918;SPC GA E     -   262,576.825   208,511.885   MT  0.99990089   +0 02 54.3
 CL2918;SPC GA E     -   861,470.80    684,092.74   sFT  0.99990089   +0 02 54.3
 CL2918;UTM  17      - 3,581,788.912   398,751.852   MT  0.99972641   -0 34 34.4
 CL2918
 CL2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2918!SPC GA E     -   0.99999588  x   0.99990089  =   0.99989677
 CL2918!UTM  17      -   0.99999588  x   0.99972641  =   0.99972230
 CL2918
 CL2918                          SUPERSEDED SURVEY CONTROL
 CL2918
 CL2918  NAD 83(1986)-  32 22 06.51878(N)    082 04 34.36953(W) AD(       ) 2
 CL2918  NGVD 29 (06/19/89)   56.     (m)          184.     (f) VERT ANG       
 CL2918
 CL2918.Superseded values are not recommended for survey control.
 CL2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2918.See file dsdata.txt to determine how the superseded data were derived.
 CL2918
 CL2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9875281789(NAD 83)
 CL2918_MARKER: DD = SURVEY DISK
 CL2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2918+STABILITY: SURFACE MOTION
 CL2918
 CL2918  HISTORY     - Date     Condition        Report By
 CL2918  HISTORY     - 1985     MONUMENTED       GADT
 CL2918
 CL2918                          STATION DESCRIPTION
 CL2918
 CL2918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2918'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 CL2918'SOUTH OF INTERSTATE I 16 AND
 CL2918'3.2 KM (2.0) SOUTH-SOUTHEAST OF METTER.
 CL2918'OWNERSHIP--STATE RIGHT OF WAY.
 CL2918'
 CL2918'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 46, AND
 CL2918'121 IN METTER, GO SOUTH ON STATE ROUTES 23 AND 121 FOR 2.7 KM
 CL2918'(1.7 MI) TO THE CENTER OF INTERSTATE I 16.  CONTINUE AHEAD FOR
 CL2918'1.12 KM (0.7 MI) TO THE STATION ON THE RIGHT AT COUNTY SAND ROAD 20,
 CL2918'LOOKS LIKE A DRIVEWAY AND THE STATION ON THE RIGHT.
 CL2918'
 CL2918'THE STATION IS A STANDARD GADT DISK
 CL2918'STAMPED---021-212 1985 AZ MK---,
 CL2918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2918'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2918'16.4 METERS (53.8 FT) NORTH-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2918'7.2 METERS (23.5 FT) WEST-SOUTHWEST FROM A POWER POLE,
 CL2918'6.7 METERS (22.0 FT) NORTHWEST FROM A CONCRETE PIPE UNDER THE SAND
 CL2918'ROAD,
 CL2918'4.8 METERS (15.7 FT) NORTHEAST FROM THE CENTER OF THE SAND ROAD AND,
 CL2918'1.26 METERS (4.15 FT) SOUTH FROM A METAL WITNESS POST.
 CL2918'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2918'STAMPED---021-212 1985 AZ MK---,
 CL2918'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2918'
 CL2918'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2918'
 CL2918'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2791 ***********************************************************************
 CL2791  DESIGNATION -  BV 021 213
 CL2791  PID         -  CL2791
 CL2791  STATE/COUNTY-  GA/CANDLER
 CL2791  USGS QUAD   -  STILLMORE (1985)
 CL2791
 CL2791                         *CURRENT SURVEY CONTROL
 CL2791  ___________________________________________________________________
 CL2791* NAD 83(1994)-  32 22 38.71413(N)    082 09 59.83782(W)     ADJUSTED  
 CL2791* NAVD 88     -        73.05   (+/-2cm)     239.7    (feet)  VERTCON   
 CL2791  ___________________________________________________________________
 CL2791  X           -     734,863.091 (meters)                     COMP
 CL2791  Y           -  -5,341,486.949 (meters)                     COMP
 CL2791  Z           -   3,395,874.125 (meters)                     COMP
 CL2791  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CL2791  ELLIP HEIGHT-          43.52  (meters)          (09/03/97) GPS OBS
 CL2791  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CL2791
 CL2791  HORZ ORDER  -  FIRST
 CL2791  VERT ORDER  -  THIRD (See Below)
 CL2791  ELLP ORDER  -  FOURTH    CLASS II
 CL2791
 CL2791.The horizontal coordinates were established by GPS observations
 CL2791.and adjusted by the National Geodetic Survey in September 1997..
 CL2791
 CL2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2791.The vertical order pertains to the NGVD 29 superseded value.
 CL2791
 CL2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2791
 CL2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2791
 CL2791.The ellipsoidal height was determined by GPS observations
 CL2791.and is referenced to NAD 83.
 CL2791
 CL2791.The geoid height was determined by GEOID03.
 CL2791
 CL2791;                    North         East     Units Scale Factor Converg.
 CL2791;SPC GA E     -   263,564.892   200,004.239   MT  0.99990000   +0 00 00.1
 CL2791;SPC GA E     -   864,712.48    656,180.57   sFT  0.99990000   +0 00 00.1
 CL2791;UTM  17      - 3,582,869.504   390,256.870   MT  0.99974851   -0 37 29.2
 CL2791
 CL2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2791!SPC GA E     -   0.99999317  x   0.99990000  =   0.99989317
 CL2791!UTM  17      -   0.99999317  x   0.99974851  =   0.99974168
 CL2791
 CL2791:                Primary Azimuth Mark                     Grid Az
 CL2791:SPC GA E     -  BV 021 213 AZ MK                         167 20 05.2
 CL2791:UTM  17      -  BV 021 213 AZ MK                         167 57 34.5
 CL2791
 CL2791|---------------------------------------------------------------------|
 CL2791| PID    Reference Object                     Distance      Geod. Az  |
 CL2791|                                                           dddmmss.s |
 CL2791| CL2919 BV 021 213 AZ MK                    APPROX. 1.1 KM 1672005.3 |
 CL2791| CL0179 P 308                               163.584 METERS 34311     |
 CL2791|---------------------------------------------------------------------|
 CL2791
 CL2791                          SUPERSEDED SURVEY CONTROL
 CL2791
 CL2791  NAD 83(1986)-  32 22 38.71739(N)    082 09 59.83638(W) AD(       ) 1
 CL2791  NGVD 29 (12/08/88)   73.25   (m)          240.3    (f) LEVELING    3  
 CL2791
 CL2791.Superseded values are not recommended for survey control.
 CL2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2791.See file dsdata.txt to determine how the superseded data were derived.
 CL2791
 CL2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9025782870(NAD 83)
 CL2791_MARKER: DD = SURVEY DISK
 CL2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2791+STABILITY: SURFACE MOTION
 CL2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2791+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1986
 CL2791
 CL2791  HISTORY     - Date     Condition        Report By
 CL2791  HISTORY     - 1985     MONUMENTED       GADT
 CL2791  HISTORY     - 19861031 GOOD
 CL2791
 CL2791                          STATION DESCRIPTION
 CL2791
 CL2791'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2791'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 CL2791'SOUTHEAST OF STILLMORE AND
 CL2791'10.1 KM (6.3 MI) WEST-SOUTHWEST OF METTER AT THE JUNCTION OF
 CL2791'STATE ROUTES 46 AND 57.
 CL2791'OWNERSHIP--STATE RIGHT OF WAY.
 CL2791'
 CL2791'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 57 AND 192
 CL2791'IN STILLMORE GO SOUTH ON STATE ROUTE 57 FOR 0.96 KM (0.6 MI) TO A
 CL2791'FORK, COUNTY PAVED ROAD 253.  BEAR LEFT NOW SOUTHEAST ON THE STATE
 CL2791'ROUTE FOR 2.2 KM (1.4 MI) TO THE CANDLER COUNTY LINE.  CONTINUE
 CL2791'AHEAD FOR 5.3 KM (3.3 MI) TO THE CROSSING OF STATE ROUTE 46 AND THE
 CL2791'STATION IN THE NORTHEAST QUADRANT SOME 300 METERS NORTH OF
 CL2791'INTERSTATE I 16.
 CL2791'
 CL2791'THE STATION IS A STANDARD GADT DISK
 CL2791'STAMPED---021-213 1985---,
 CL2791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2791'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2791'19.2 METERS (63.0 FT) NORTH FROM THE CENTERLINE OF ROUTE 46,
 CL2791'15.7 METERS (51.5 FT) EAST FROM THE CENTERLINE OF ROUTE 57,
 CL2791'9.8 METERS (32.1 FT) NORTH-NORTHEAST FROM A GUY POLE,
 CL2791'2.5 METERS (8.2 FT) EAST-NORTHEAST FROM A GUY POLE AND
 CL2791'1.46 METERS (4.8 FT) WEST FROM A METAL WITNESS POST.
 CL2791'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2791'STAMPED---021-213 1985---,
 CL2791'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2791'
 CL2791'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2791'STAMPED---021-213 1985 AZ MK---,
 CL2791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2791'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2791'21.6 METERS (71.0 FT) NORTHEAST FROM A GUY WIRE POLE N 12 WITH 2
 CL2791'TELEPHONE BOXES,
 CL2791'5.9 METERS (19.4 FT) SOUTH FROM A DIAGONAL PIPE UNDER THE HIGHWAY,
 CL2791'5.9 METERS (19.4 FT) WEST FROM THE CENTER OF THE HIGHWAY AND,
 CL2791'1.16 METERS (3.8 FT) EAST FROM A WITNESS POST.
 CL2791'TO REACH THE AZIMUTH FROM THE STATION,
 CL2791'GO SOUTH FOR 1.13 KM (0.7 MI) ON STATE ROUTE 57 TO A UNPAINTED
 CL2791'CLUB HOUSE ON THE RIGHT SOUTH OF A DRIVEWAY TO THE STRUCTURE.
 CL2791'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2791'STAMPED---021-213 1985 AZ MK---,
 CL2791'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2791'
 CL2791'DESCRIBED BY B. PUTZIGER.
 CL2791
 CL2791                          STATION RECOVERY (1986)
 CL2791
 CL2791'RECOVERED 1986
 CL2791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2919 ***********************************************************************
 CL2919  DESIGNATION -  BV 021 213 AZ MK
 CL2919  PID         -  CL2919
 CL2919  STATE/COUNTY-  GA/CANDLER
 CL2919  USGS QUAD   -  COBBTOWN (1985)
 CL2919
 CL2919                         *CURRENT SURVEY CONTROL
 CL2919  ___________________________________________________________________
 CL2919* NAD 83(1994)-  32 22 03.85559(N)    082 09 50.60778(W)     ADJUSTED  
 CL2919* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL2919  ___________________________________________________________________
 CL2919  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CL2919  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CL2919
 CL2919  HORZ ORDER  -  SECOND
 CL2919
 CL2919.The horizontal coordinates were established by classical geodetic methods
 CL2919.and adjusted by the National Geodetic Survey in September 1997..
 CL2919
 CL2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2919
 CL2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2919
 CL2919.The geoid height was determined by GEOID03.
 CL2919
 CL2919;                    North         East     Units Scale Factor Converg.
 CL2919;SPC GA E     -   262,491.230   200,245.514   MT  0.99990000   +0 00 05.0
 CL2919;SPC GA E     -   861,189.98    656,972.16   sFT  0.99990000   +0 00 05.0
 CL2919;UTM  17      - 3,581,793.439   390,486.389   MT  0.99974789   -0 37 23.7
 CL2919
 CL2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2919!SPC GA E     -   0.99999192  x   0.99990000  =   0.99989192
 CL2919!UTM  17      -   0.99999192  x   0.99974789  =   0.99973981
 CL2919
 CL2919                          SUPERSEDED SURVEY CONTROL
 CL2919
 CL2919  NAD 83(1986)-  32 22 03.85867(N)    082 09 50.60730(W) AD(       ) 2
 CL2919  NGVD 29 (06/19/89)   81.     (m)          266.     (f) VERT ANG       
 CL2919
 CL2919.Superseded values are not recommended for survey control.
 CL2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2919.See file dsdata.txt to determine how the superseded data were derived.
 CL2919
 CL2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9048681793(NAD 83)
 CL2919_MARKER: DD = SURVEY DISK
 CL2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2919+STABILITY: SURFACE MOTION
 CL2919
 CL2919  HISTORY     - Date     Condition        Report By
 CL2919  HISTORY     - 1985     MONUMENTED       GADT
 CL2919
 CL2919                          STATION DESCRIPTION
 CL2919
 CL2919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2919'THE STATION IS LOCATED ABOUT 9.1 KM (5.6 MI)
 CL2919'SOUTHEAST OF STILLMORE,
 CL2919'10.1 KM (6.3 MI) WEST-SOUTHWEST OF METTER,
 CL2919'0.64 KM (0.4 MI) SOUTH OF INTERSTATE I 16.
 CL2919'OWNERSHIP--STATE RIGHT OF WAY.
 CL2919'
 CL2919'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 57 AND 192 IN
 CL2919'STILLMORE GO SOUTH IN STATE ROUTE 57 FOR 0.96 KM (0.6 MI) TO A FORK,
 CL2919'COUNTY PAVED ROAD 253.  BEAR LEFT NOW SOUTHEAST ON THE STATE ROUTE
 CL2919'FOR 2.2 KM (1.4 MI) TO THE CANDLER COUNTY LINE.  CONTINUE AHEAD FOR
 CL2919'5.3 KM (3.3 MI) TO THE CROSSING OF STATE ROUTE 46.  CONTINUE AFEAD
 CL2919'CROSSING UNDER INTERSTATE I 16 FOR 1.0 KM (0.6 MI) TO THE STATION
 CL2919'ON THE RIGHT AT AN UNPAINTED CLUBHOUSE.
 CL2919'
 CL2919'THE STATION IS A STANDARD GADT DISK
 CL2919'STAMPED---021-213 1985 AZ MK---,
 CL2919'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2919'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2919'21.6 METERS (71.0 FT) NORTHEAST FROM A GUY WIRE POLE WITH 2
 CL2919'TELEPHONE BOXES,
 CL2919'5.9 METERS (19.4 FT) SOUTH FROM A DIAGONAL PIPE UNDER THE HIGHWAY,
 CL2919'5.9 METERS (19.4 FT) WEST FROM THE CENTER OF THE STATE ROUTE AND,
 CL2919'1.16 METERS (3.8 FT) EAST FROM A WITNESS POST.
 CL2919'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2919'STAMPED---021-213 1985 AZ MK---,
 CL2919'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2919'
 CL2919'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2919'
 CL2919'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2792 ***********************************************************************
 CL2792  DESIGNATION -  BV 021 214
 CL2792  PID         -  CL2792
 CL2792  STATE/COUNTY-  GA/CANDLER
 CL2792  USGS QUAD   -  COBBTOWN (1985)
 CL2792
 CL2792                         *CURRENT SURVEY CONTROL
 CL2792  ___________________________________________________________________
 CL2792* NAD 83(1994)-  32 19 47.20588(N)    082 09 11.30068(W)     ADJUSTED  
 CL2792* NAVD 88     -        78.25   (+/-2cm)     256.7    (feet)  VERTCON   
 CL2792  ___________________________________________________________________
 CL2792  X           -     736,506.594 (meters)                     COMP
 CL2792  Y           -  -5,344,119.009 (meters)                     COMP
 CL2792  Z           -   3,391,413.959 (meters)                     COMP
 CL2792  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CL2792  ELLIP HEIGHT-          48.76  (meters)          (09/03/97) GPS OBS
 CL2792  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CL2792
 CL2792  HORZ ORDER  -  FIRST
 CL2792  VERT ORDER  -  THIRD (See Below)
 CL2792  ELLP ORDER  -  FOURTH    CLASS II
 CL2792
 CL2792.The horizontal coordinates were established by GPS observations
 CL2792.and adjusted by the National Geodetic Survey in September 1997..
 CL2792
 CL2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2792.The vertical order pertains to the NGVD 29 superseded value.
 CL2792
 CL2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2792
 CL2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2792
 CL2792.The ellipsoidal height was determined by GPS observations
 CL2792.and is referenced to NAD 83.
 CL2792
 CL2792.The geoid height was determined by GEOID03.
 CL2792
 CL2792;                    North         East     Units Scale Factor Converg.
 CL2792;SPC GA E     -   258,282.426   201,273.541   MT  0.99990002   +0 00 26.0
 CL2792;SPC GA E     -   847,381.59    660,344.94   sFT  0.99990002   +0 00 26.0
 CL2792;UTM  17      - 3,577,574.331   391,468.345   MT  0.99974526   -0 37 00.3
 CL2792
 CL2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2792!SPC GA E     -   0.99999234  x   0.99990002  =   0.99989236
 CL2792!UTM  17      -   0.99999234  x   0.99974526  =   0.99973761
 CL2792
 CL2792                          SUPERSEDED SURVEY CONTROL
 CL2792
 CL2792  NAD 83(1986)-  32 19 47.21047(N)    082 09 11.30204(W) AD(       ) 1
 CL2792  NGVD 29 (12/08/88)   78.44   (m)          257.3    (f) LEVELING    3  
 CL2792
 CL2792.Superseded values are not recommended for survey control.
 CL2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2792.See file dsdata.txt to determine how the superseded data were derived.
 CL2792
 CL2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9146877574(NAD 83)
 CL2792_MARKER: DD = SURVEY DISK
 CL2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2792+STABILITY: SURFACE MOTION
 CL2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2792+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1986
 CL2792
 CL2792  HISTORY     - Date     Condition        Report By
 CL2792  HISTORY     - 1985     MONUMENTED       GADT
 CL2792  HISTORY     - 19861031 GOOD
 CL2792
 CL2792                          STATION DESCRIPTION
 CL2792
 CL2792'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2792'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 CL2792'SOUTH OF INTERSTATE I 16,
 CL2792'5.5 KM (3.4 MI) NORTH-NORTHWEST OF COBBTOWN AND,
 CL2792'11.6 KM (7.2 MI) SOUTHWEST OF METTER.
 CL2792'OWNERSHIP--STATE RIGHT OF WAY.
 CL2792'
 CL2792'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2792'AND 152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN, GO NORTH ON STATE
 CL2792'ROUTES 23, 57 1ND 121 FOR 0.24 KM (0.15 MI) TO A Y JUNCTION WHERE
 CL2792'STATE ROUTE 57 BEARS NORTH.  BEAR LEFT ONTO ROUTE 57 FOR
 CL2792'2.2 KM (1.4 MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 3.1 KM
 CL2792'(2.0 MI) TO COUNTY SAND ROAD 195 ON THE RIGHT. THE STATION IS ABOUT
 CL2792'100 METERS NORTH ON THE LEFT AND ABOUT 135 METERS SOUTH OF COUNTY
 CL2792'SAND ROAD 172 ON THE LEFT WHICH HAS A DIAGONAL OFFSET CROSSING.
 CL2792'
 CL2792'THE STATION IS A STANDARD GADT DISK
 CL2792'STAMPED---021-214 1985---,
 CL2792'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2792'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2792'47.6 METERS (156.3 FT) NORTH FROM A CONCRETE PROPERTY CORNER,
 CL2792'11.1 METERS (36.3 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CL2792'6.7 METERS (22.0 FT) SOUTH-SOUTHEAST FROM A PLASTIC WITNESS POST
 CL2792'AND,
 CL2792'1.2 METERS (4.1 FT) EAST FROM A METAL WITNESS POST.
 CL2792'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2792'STAMPED---021-214 1985---,
 CL2792'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2792'
 CL2792'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2792'STAMPED---021-214 1985 AZ MK---,
 CL2792'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2792'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2792'9.2 METERS (30.3 FT) WEST-NORTHWEST FROM A TELEPHONE BOX,
 CL2792'8.1 METERS (26.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST,
 CL2792'6.4 METERS (21.0 FT) EAST FROM THE CENTER OF THE HIGHWAY AND,
 CL2792'1.2 METERS (4.1 FT) NORTH FROM A METAL WITNESS POST.
 CL2792'TO REACH THE AZIMUTH FROM THE STATION,
 CL2792'GO SOUTH FOR 6.7 KM (0.4 MI) ON STATE ROUTE 57 TO THE STATION ON
 CL2792'THE LEFT AT A GREEN TELEPHONE BOX WITH A 10 CM IN DIAMETER POST IN
 CL2792'WITNESS ABOUT 0.1 KM (0.07 MI) NORTH OF A WOODS ROAD WITH A PIPE.
 CL2792'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2792'STAMPED---021-214 1985 AZ MK---,
 CL2792'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2792'
 CL2792'DESCRIBED BY B. PUTZIGER.
 CL2792
 CL2792                          STATION RECOVERY (1986)
 CL2792
 CL2792'RECOVERED 1986
 CL2792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2920 ***********************************************************************
 CL2920  DESIGNATION -  BV 021 214 AZ MK
 CL2920  PID         -  CL2920
 CL2920  STATE/COUNTY-  GA/CANDLER
 CL2920  USGS QUAD   -  COBBTOWN (1985)
 CL2920
 CL2920                         *CURRENT SURVEY CONTROL
 CL2920  ___________________________________________________________________
 CL2920* NAD 83(1994)-  32 19 26.32100(N)    082 09 04.58464(W)     ADJUSTED  
 CL2920* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL2920  ___________________________________________________________________
 CL2920  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 CL2920  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CL2920
 CL2920  HORZ ORDER  -  SECOND
 CL2920
 CL2920.The horizontal coordinates were established by classical geodetic methods
 CL2920.and adjusted by the National Geodetic Survey in September 1997..
 CL2920.No horizontal observational check was made to the station.
 CL2920
 CL2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2920
 CL2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2920
 CL2920.The geoid height was determined by GEOID03.
 CL2920
 CL2920;                    North         East     Units Scale Factor Converg.
 CL2920;SPC GA E     -   257,639.187   201,449.265   MT  0.99990003   +0 00 29.6
 CL2920;SPC GA E     -   845,271.23    660,921.46   sFT  0.99990003   +0 00 29.6
 CL2920;UTM  17      - 3,576,929.316   391,637.028   MT  0.99974480   -0 36 56.4
 CL2920
 CL2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2920!SPC GA E     -   0.99999207  x   0.99990003  =   0.99989210
 CL2920!UTM  17      -   0.99999207  x   0.99974480  =   0.99973687
 CL2920
 CL2920                          SUPERSEDED SURVEY CONTROL
 CL2920
 CL2920  NAD 83(1986)-  32 19 26.32544(N)    082 09 04.58659(W) AD(       ) 2
 CL2920  NGVD 29 (06/19/89)   80.     (m)          262.     (f) VERT ANG       
 CL2920
 CL2920.Superseded values are not recommended for survey control.
 CL2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2920.See file dsdata.txt to determine how the superseded data were derived.
 CL2920
 CL2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9163776929(NAD 83)
 CL2920_MARKER: DD = SURVEY DISK
 CL2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2920+STABILITY: SURFACE MOTION
 CL2920
 CL2920  HISTORY     - Date     Condition        Report By
 CL2920  HISTORY     - 1985     MONUMENTED       GADT
 CL2920
 CL2920                          STATION DESCRIPTION
 CL2920
 CL2920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2920'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 CL2920'SOUTH OF INTERSTATE I 16,
 CL2920'5.1 KM (3.0 MI) NORTH-NORTHWEST OF COBBTOWN AND,
 CL2920'11.6 KM (7.2 MI) SOUTHWEST OF METTER.
 CL2920'OWNERSHIP--STATE RIGHT OF WAY.
 CL2920'
 CL2920'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2920'AND 152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN, GO NORTH ON STATE
 CL2920'ROUTES 23, 57 AND 121 FOR 0.24 KM (0.15 MI) TO A Y JUNCTION WHERE
 CL2920'ROUTE 57 CONTINUES NORTH.  BEAR LEFT ON STATE ROUTE 57 FOR 2.2 KM
 CL2920'(1.4 MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 1.9 KM (1.2 MI) TO
 CL2920'COUNTY SAND ROAD 177 CROSSING.  CINTINUE AHEAD FOR 0.6 KM (0.4 MI)
 CL2920'TO THE STATION ON THE RIGHT AT A GREEN TELEPHONE BOX WITH A 10 CM
 CL2920'IN DIAMETER WITNESS POST APPROXIMATELY 100 METERS NORTH OF A WOODS
 CL2920'ROAD EAST WITH A CULVERT PIPE.
 CL2920'
 CL2920'THE STATION IS A STANDARD GADT DISK
 CL2920'STAMPED---021-214  1885 AZ MK---,
 CL2920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2920'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2920'9.2 METERS (30.3 FT) WEST-NORTHWEST FROM A TELEPHONE BOX,
 CL2920'8.1 METERS (26.6 FT) SOUTHWEST FROM A FIBREGLASS WITNESS POST,
 CL2920'6.4 METERS (21.0 FT) EAST FROM THE CENTER OF THE HIGHWAY AND,
 CL2920'1.2 METERS (4.1 FT) NORTH FROM A METAL WITNESS POST.
 CL2920'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2920'STAMPED---021-214 1985 AZ MK---,
 CL2920'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2920'
 CL2920'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2920'
 CL2920'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6396 ***********************************************************************
 CK6396  DESIGNATION -  BV 021 22
 CK6396  PID         -  CK6396
 CK6396  STATE/COUNTY-  GA/CANDLER
 CK6396  USGS QUAD   -  PULASKI (1978)
 CK6396
 CK6396                         *CURRENT SURVEY CONTROL
 CK6396  ___________________________________________________________________
 CK6396* NAD 83(1994)-  32 23 40.05863(N)    081 59 49.26619(W)     ADJUSTED  
 CK6396* NAVD 88     -        64.2    (meters)     211.     (feet)  VERT ANG  
 CK6396  ___________________________________________________________________
 CK6396  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CK6396  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 CK6396
 CK6396  HORZ ORDER  -  SECOND
 CK6396
 CK6396.The horizontal coordinates were established by classical geodetic methods
 CK6396.and adjusted by the National Geodetic Survey in September 1997..
 CK6396
 CK6396.The orthometric height was determined by vertical angle observations.
 CK6396
 CK6396.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6396
 CK6396.The geoid height was determined by GEOID03.
 CK6396
 CK6396;                    North         East     Units Scale Factor Converg.
 CK6396;SPC GA E     -   265,467.003   215,960.002   MT  0.99990314   +0 05 27.2
 CK6396;SPC GA E     -   870,952.99    708,528.77   sFT  0.99990314   +0 05 27.2
 CK6396;UTM  17      - 3,584,597.173   406,229.665   MT  0.99970843   -0 32 03.1
 CK6396
 CK6396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6396!SPC GA E     -   0.99999456  x   0.99990314  =   0.99989770
 CK6396!UTM  17      -   0.99999456  x   0.99970843  =   0.99970299
 CK6396
 CK6396|---------------------------------------------------------------------|
 CK6396| PID    Reference Object                     Distance      Geod. Az  |
 CK6396|                                                           dddmmss.s |
 CK6396| CK0112 PARISH=G 42                         387.799 METERS 08551     |
 CK6396| CK6393 BV 021 21                           258.849 METERS 15806     |
 CK6396|---------------------------------------------------------------------|
 CK6396
 CK6396                          SUPERSEDED SURVEY CONTROL
 CK6396
 CK6396  NAD 83(1986)-  32 23 40.06038(N)    081 59 49.26767(W) AD(       ) 2
 CK6396
 CK6396.Superseded values are not recommended for survey control.
 CK6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6396.See file dsdata.txt to determine how the superseded data were derived.
 CK6396
 CK6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0623084597(NAD 83)
 CK6396_MARKER: DD = SURVEY DISK
 CK6396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6396+STABILITY: SURFACE MOTION
 CK6396
 CK6396  HISTORY     - Date     Condition        Report By
 CK6396  HISTORY     - 1982     MONUMENTED       GADT
 CK6396
 CK6396                          STATION DESCRIPTION
 CK6396
 CK6396'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6396'THE STATION IS LOCATED ABOUT 3.55 KM (2.2 MI) WEST FROM PULASKI,
 CK6396'AND 5.8 KM (3.6 MI) EAST-SOUTHEAST FROM METTER.
 CK6396'OWNERSHIP--SOUTHERN OF GEORGIA RAILROAD RIGHT OF WAY.
 CK6396'
 CK6396'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PULASKI, GO
 CK6396'SOUTH ALONG WARREN STREET FOR 0.55 KM (0.35 MI) TO THE JUNCTION
 CK6396'OF STATE ROUTE 46.  TURN RIGHT GOING WEST ALONG STATE ROUTE 46
 CK6396'FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 83 TO
 CK6396'THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 83 FOR 0.55
 CK6396'KM (0.35 MI) TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY
 CK6396'ROAD 82 CROSSING.  TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD
 CK6396'82 FOR APPROXIMATELY 45.72 METERS (150 FT) TO A GATE ON THE
 CK6396'RIGHT.  PERMISSION FROM THE PROPERTY OWNER SHOULD BE OBTAINED
 CK6396'BEFORE GOING THROUGH THE GATE).  TURN RIGHT GOING THROUGH THE
 CK6396'GATE TURNING RIGHT AND GOING NORTHEASTERLY ALONG A FENCE
 CK6396'LINE AROUND A PASTURE  FOR 0.3 KM (0.2 MI) TO THE STATION ON
 CK6396'THE RIGHT.
 CK6396'
 CK6396'THE STATION IS A STANDARD GADT DISK
 CK6396'STAMPED---021-22---,
 CK6396'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6396'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK6396'IT IS LOCATED
 CK6396'5.09 METERS (16.7 FT) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD
 CK6396'TRACKS,
 CK6396'9.75 METERS (32 FT) NORTH FROM A FENCELINE,
 CK6396'47.91 METERS (157.2 FT) SOUTH-SOUTHEAST FROM MILE POST 23 ON THE
 CK6396'NORTH SIDE OF THE RAILROAD TRACKS, AND
 CK6396'0.88 METER (2.9 FT) NORTH FROM A METAL WITNESS POST.
 CK6396'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK6396'STAMPED---021-22---,
 CK6396'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK6396'OF THE GROUND.
 CK6396'
 CK6396'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK6396'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CANDLER
 CK6396'COUNTY GEORGIA 1975.  REVISED MARCH 1975.
 CK6396'
 CK6396'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3325 ***********************************************************************
 DG3325  DESIGNATION -  BV 022 200
 DG3325  PID         -  DG3325
 DG3325  STATE/COUNTY-  GA/CARROLL
 DG3325  USGS QUAD   -  NEW GEORGIA (1982)
 DG3325
 DG3325                         *CURRENT SURVEY CONTROL
 DG3325  ___________________________________________________________________
 DG3325* NAD 83(1994)-  33 47 52.69225(N)    084 58 21.71491(W)     ADJUSTED  
 DG3325* NAVD 88     -       391.7    (meters)    1285.     (feet)  VERTCON   
 DG3325  ___________________________________________________________________
 DG3325  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DG3325  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG3325
 DG3325  HORZ ORDER  -  SECOND
 DG3325
 DG3325.The horizontal coordinates were established by classical geodetic methods
 DG3325.and adjusted by the National Geodetic Survey in September 1997..
 DG3325
 DG3325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3325
 DG3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3325
 DG3325.The geoid height was determined by GEOID03.
 DG3325
 DG3325;                    North         East     Units Scale Factor Converg.
 DG3325;SPC GA W     -   421,388.694   625,365.606   MT  0.99996865   -0 26 54.2
 DG3325;SPC GA W     - 1,382,506.07  2,051,720.33   sFT  0.99996865   -0 26 54.2
 DG3325;UTM  16      - 3,741,603.069   687,673.990   MT  1.00003422   +1 07 41.0
 DG3325
 DG3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3325!SPC GA W     -   0.99994307  x   0.99996865  =   0.99991172
 DG3325!UTM  16      -   0.99994307  x   1.00003422  =   0.99997729
 DG3325
 DG3325:                Primary Azimuth Mark                     Grid Az
 DG3325:SPC GA W     -  BV 022 200 AZ MK                         250 57 35.2
 DG3325:UTM  16      -  BV 022 200 AZ MK                         249 23 00.0
 DG3325
 DG3325|---------------------------------------------------------------------|
 DG3325| PID    Reference Object                     Distance      Geod. Az  |
 DG3325|                                                           dddmmss.s |
 DG3325| CZ2897 BV 022 200 AZ MK                                   2503041.0 |
 DG3325|---------------------------------------------------------------------|
 DG3325
 DG3325                          SUPERSEDED SURVEY CONTROL
 DG3325
 DG3325  NAD 83(1994)-  33 47 52.69597(N)    084 58 21.71572(W) AD(       ) 2
 DG3325  NAD 83(1986)-  33 47 52.69739(N)    084 58 21.71347(W) AD(       ) 2
 DG3325  NAD 27      -  33 47 52.31471(N)    084 58 21.91770(W) AD(       ) 2
 DG3325  NGVD 29 (07/19/86)  391.6    (m)         1285.     (f) VERT ANG       
 DG3325
 DG3325.Superseded values are not recommended for survey control.
 DG3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3325.See file dsdata.txt to determine how the superseded data were derived.
 DG3325
 DG3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8767441603(NAD 83)
 DG3325_MARKER: DD = SURVEY DISK
 DG3325_SETTING: 0 = UNSPECIFIED SETTING
 DG3325
 DG3325  HISTORY     - Date     Condition        Report By
 DG3325  HISTORY     - 1973     MONUMENTED       GADT
 DG3325
 DG3325                          STATION DESCRIPTION
 DG3325
 DG3325'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3325'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES NORTHEAST OF TEMPLE,
 DG3325'5.6 MILES NORTHWEST OF VILLA RICA, AND 3.1 MILES SOUTH OF THE
 DG3325'INTERSECTION OF STATE ROUTE 101 AND STATE ROUTE 120.
 DG3325'
 DG3325'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 DG3325'STATE ROUTE 101 IN VILLA RICA, PROCEED NORTH ON STATE ROUTE 101 FOR
 DG3325'5.55 MILES TO THE INTERSECTION OF STATE ROUTE 101 AND COUNTY ROAD
 DG3325'358.  TURN LEFT AND PROCEED WEST 0.10 MILES TO A FIELD ROAD ON THE
 DG3325'RIGHT LEADING INTO A CLEARED FIELD.  TURN RIGHT ONTO THE FIELD
 DG3325'ROAD AND BEAR RIGHT FOR 0.10 MILES NORTH TO THE STATION IN THE
 DG3325'FIELD.
 DG3325'
 DG3325'THE STATION IS A STANDARD DISK STAMPED 022-200 SET IN A CONCRETE
 DG3325'POST FLUSH WITH THE SURFACE OF THE GROUND.  AN UNDER GROUND MARK
 DG3325'WAS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 DG3325'STATION.
 DG3325'
 DG3325'THE STATION IS 1.8 FEET SOUTH OF A WITNESS POST, 88.8 FEET NORTH
 DG3325'OF THE CENTERLINE OF COUNTY ROAD 358, 74.7 FEET NORTHWEST OF A
 DG3325'POWERPOLE, AND 50.7 FEET WEST-NORTHWEST OF THE GUY WIRE ANCHOR.
 DG3325'
 DG3325'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED OUT THE FIELD
 DG3325'ROAD TO COUNTY ROAD 358 AND PROCEED WEST ON COUNTY ROAD 358 FOR
 DG3325'0.20 MILES TO THE AZIMUTH MARK ON THE LEFT IN THE NORTHEAST CORNER
 DG3325'OF A YARD.
 DG3325'
 DG3325'THE MARK IS A STANDARD DISK STAMPED 022-200 AZI SET IN A CONCRETE
 DG3325'POST FLUSH WITH THE GROUND.
 DG3325'
 DG3325'THE MARK IS LOCATED 108.2 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DG3325'ROAD 358, 23.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DG3325'PUMP HOUSE, 35.0 FEET WEST OF THE SOUTHEAST CORNER OF THE HOUSE,
 DG3325'AND 60.8 FEET SOUTHEAST OF A 12-INCH EVERGREEN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3354 ***********************************************************************
 DG3354  DESIGNATION -  BV 022 201
 DG3354  PID         -  DG3354
 DG3354  STATE/COUNTY-  GA/CARROLL
 DG3354  USGS QUAD   -  DRAKETOWN (1982)
 DG3354
 DG3354                         *CURRENT SURVEY CONTROL
 DG3354  ___________________________________________________________________
 DG3354* NAD 83(1994)-  33 46 58.38844(N)    085 01 09.70519(W)     ADJUSTED  
 DG3354* NAVD 88     -       405.0    (meters)    1329.     (feet)  VERTCON   
 DG3354  ___________________________________________________________________
 DG3354  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DG3354  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG3354
 DG3354  HORZ ORDER  -  FIRST
 DG3354
 DG3354.The horizontal coordinates were established by classical geodetic methods
 DG3354.and adjusted by the National Geodetic Survey in September 1997..
 DG3354
 DG3354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3354
 DG3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3354
 DG3354.The geoid height was determined by GEOID03.
 DG3354
 DG3354;                    North         East     Units Scale Factor Converg.
 DG3354;SPC GA W     -   419,750.445   621,030.796   MT  0.99997685   -0 28 27.0
 DG3354;SPC GA W     - 1,377,131.25  2,037,498.54   sFT  0.99997685   -0 28 27.0
 DG3354;UTM  16      - 3,739,846.121   683,385.658   MT  1.00001460   +1 06 05.9
 DG3354
 DG3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3354!SPC GA W     -   0.99994098  x   0.99997685  =   0.99991783
 DG3354!UTM  16      -   0.99994098  x   1.00001460  =   0.99995558
 DG3354
 DG3354:                Primary Azimuth Mark                     Grid Az
 DG3354:SPC GA W     -  YORKVILLE ATT MICROWAVE                  009 17 28.8
 DG3354:UTM  16      -  YORKVILLE ATT MICROWAVE                  007 42 55.9
 DG3354
 DG3354|---------------------------------------------------------------------|
 DG3354| PID    Reference Object                     Distance      Geod. Az  |
 DG3354|                                                           dddmmss.s |
 DG3354| DG3334 YORKVILLE ATT MICROWAVE             APPROX.15.8 KM 0084901.8 |
 DG3354| CZ2898 BV 022 201 AZ MK                                   2090832.1 |
 DG3354| DG3358 BUCHANAN ATT MICROWAVE              APPROX.10.6 KM 3014034.5 |
 DG3354|---------------------------------------------------------------------|
 DG3354
 DG3354                          SUPERSEDED SURVEY CONTROL
 DG3354
 DG3354  NAD 83(1994)-  33 46 58.39191(N)    085 01 09.70577(W) AD(       ) 1
 DG3354  NAD 83(1986)-  33 46 58.39353(N)    085 01 09.70366(W) AD(       ) 1
 DG3354  NAD 27      -  33 46 58.00958(N)    085 01 09.90347(W) AD(       ) 1
 DG3354  NGVD 29 (07/19/86)  404.9    (m)         1328.     (f) VERT ANG       
 DG3354
 DG3354.Superseded values are not recommended for survey control.
 DG3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3354.See file dsdata.txt to determine how the superseded data were derived.
 DG3354
 DG3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8338639846(NAD 83)
 DG3354_MARKER: DD = SURVEY DISK
 DG3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3354
 DG3354  HISTORY     - Date     Condition        Report By
 DG3354  HISTORY     - 1973     MONUMENTED       GADT
 DG3354
 DG3354                          STATION DESCRIPTION
 DG3354
 DG3354'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3354'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES NORTH-NORTHEAST OF
 DG3354'TEMPLE, 6.8 MILES NORTHWEST OF VILLA RICA, AND 4.7 MILES SOUTHWEST
 DG3354'OF THE INTERSECTION OF STATE ROUTE 120 AND STATE ROUTE 101.
 DG3354'
 DG3354'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 61 AND
 DG3354'STATE ROUTE 101 IN VILLA RICA, PROCEED NORTH ON STATE ROUTE 101
 DG3354'FOR 5.55 MILES TO INTERSECTION OF COUNTY ROAD 358.  TURN RIGHT
 DG3354'AND PROCEED WEST ON COUNTY ROAD 358 FOR 3.1 MILES TO THE STATION
 DG3354'ON THE RIGHT.
 DG3354'
 DG3354'THE STATION IS A STANDARD DISK STAMPED 022-201 SET IN A 10-INCH
 DG3354'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  AN
 DG3354'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DG3354'3 FEET BELOW THE SURFACE OF THE GROUND AND STAMPED 022-201 AZI.
 DG3354'
 DG3354'THE STATION IS 60.6 FEET SOUTH OF THE CENTER POST OF A PULL POST
 DG3354'ASSEMBLY IN THE FENCE, 25.2 FEET NORTHWEST OF THE CENTERLINE OF
 DG3354'COUNTY ROAD 358, AND 3.9 FEET SOUTHEAST OF A WITNESS POST.
 DG3354'
 DG3354'THE AZIMUTH MARK WAS DESTROYED SHORTLY AFTER BEING SET.  THE
 DG3354'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3303 ***********************************************************************
 DG3303  DESIGNATION -  BV 022 202
 DG3303  PID         -  DG3303
 DG3303  STATE/COUNTY-  GA/CARROLL
 DG3303  USGS QUAD   -  HULETT (1982)
 DG3303
 DG3303                         *CURRENT SURVEY CONTROL
 DG3303  ___________________________________________________________________
 DG3303* NAD 83(1994)-  33 32 55.39922(N)    084 53 48.66496(W)     ADJUSTED  
 DG3303* NAVD 88     -       324.0    (meters)    1063.     (feet)  VERTCON   
 DG3303  ___________________________________________________________________
 DG3303  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DG3303  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3303
 DG3303  HORZ ORDER  -  SECOND
 DG3303
 DG3303.The horizontal coordinates were established by classical geodetic methods
 DG3303.and adjusted by the National Geodetic Survey in September 1997..
 DG3303
 DG3303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3303
 DG3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3303
 DG3303.The geoid height was determined by GEOID03.
 DG3303
 DG3303;                    North         East     Units Scale Factor Converg.
 DG3303;SPC GA W     -   393,692.486   632,193.476   MT  0.99995666   -0 24 12.8
 DG3303;SPC GA W     - 1,291,639.43  2,074,121.43   sFT  0.99995666   -0 24 12.8
 DG3303;UTM  16      - 3,714,102.046   695,259.440   MT  1.00007006   +1 09 45.6
 DG3303
 DG3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3303!SPC GA W     -   0.99995372  x   0.99995666  =   0.99991038
 DG3303!UTM  16      -   0.99995372  x   1.00007006  =   1.00002378
 DG3303
 DG3303:                Primary Azimuth Mark                     Grid Az
 DG3303:SPC GA W     -  BV 022 202 AZ MK                         278 15 07.0
 DG3303:UTM  16      -  BV 022 202 AZ MK                         276 41 08.6
 DG3303
 DG3303|---------------------------------------------------------------------|
 DG3303| PID    Reference Object                     Distance      Geod. Az  |
 DG3303|                                                           dddmmss.s |
 DG3303| CZ2899 BV 022 202 AZ MK                                   2775054.2 |
 DG3303| DG3302 HULETT TRANSCO MICROWAVE            APPROX. 6.4 KM 3532051.5 |
 DG3303| DG3297 HULETT SOUTHERN RWY MICROWAVE       APPROX. 6.5 KM 3583959.5 |
 DG3303|---------------------------------------------------------------------|
 DG3303
 DG3303                          SUPERSEDED SURVEY CONTROL
 DG3303
 DG3303  NAD 83(1994)-  33 32 55.40279(N)    084 53 48.66547(W) AD(       ) 2
 DG3303  NAD 83(1986)-  33 32 55.40456(N)    084 53 48.66322(W) AD(       ) 2
 DG3303  NAD 27      -  33 32 55.00325(N)    084 53 48.88106(W) AD(       ) 2
 DG3303  NGVD 29 (07/19/86)  324.0    (m)         1063.     (f) VERT ANG       
 DG3303
 DG3303.Superseded values are not recommended for survey control.
 DG3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3303.See file dsdata.txt to determine how the superseded data were derived.
 DG3303
 DG3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9525914102(NAD 83)
 DG3303_MARKER: DD = SURVEY DISK
 DG3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3303
 DG3303  HISTORY     - Date     Condition        Report By
 DG3303  HISTORY     - 1973     MONUMENTED       GADT
 DG3303
 DG3303                          STATION DESCRIPTION
 DG3303
 DG3303'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3303'THE STATION IS LOCATED AIRLINE APPROXIMATELY 10.3 MILES SOUTHWEST
 DG3303'OF CARROLLTON, 3.9 MILES NORTH-NORTHEAST OF WHITESBURG, AND 12.0
 DG3303'MILES SOUTH OF VILLA RICA.
 DG3303'
 DG3303'TO REACH THE STATION FROM THE TOWN SQUARE IN CARROLLTON PROCEED
 DG3303'EAST ON STATE ROUTE 166 (STATE ROUTE 16 AND U.S. 27 ALTERNATE) FOR
 DG3303'0.50 MILES TO THE POINT WHERE STATE ROUTE 166 LEAVES THE OTHER TWO
 DG3303'AND GOES EAST.  PROCEED EAST ON STATE ROUTE 166 FOR 4.40 MILES TO
 DG3303'STATE ROUTE 61 NORTH ON THE LEFT.  CONTINUE EAST ON STATE ROUTE
 DG3303'166 FOR 4.95 MILES TO CARROLL COUNTY ROAD 523 ON THE RIGHT.  TURN
 DG3303'RIGHT AND PROCEED SOUTH ON COUNTY ROAD 523 FOR 3.95 MILES TO A
 DG3303'DIRT ROAD ON THE RIGHT AND ST. PAULS METHODIST CHURCH.  CONTINUE
 DG3303'SOUTH ON COUNTY ROAD 523 FOR 0.35 MILES TO A DIRT ROAD ON THE
 DG3303'LEFT.  TURN LEFT AND PROCEED EAST FOR 0.40 MILES TO A FIRE ROAD
 DG3303'ON THE LEFT.  TURN LEFT AND PROCEED NORTH ON THE FIRE
 DG3303'ROAD FOR 0.15 MILES TO THE STATION LOCATED ABOUT 25 YARDS OFF THE
 DG3303'RIGHT SIDE OF THE ROAD.  THE STATION IS ON THE PROPERTY OF
 DG3303'GEORGIA KRAFT COMPANY.
 DG3303'
 DG3303'THE STATION IS A STANDARD DISK STAMPED 022-202 SET IN A 12-INCH
 DG3303'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3303'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-202
 DG3303'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES BELOW THE
 DG3303'SURFACE OF THE GROUND.
 DG3303'
 DG3303'THE STATION IS 58.7 FEET SOUTH-SOUTHEAST OF A 6-INCH TRIANGLE
 DG3303'BLAZED PINE TREE, 116.1 FEET SOUTH OF A GAS LINE MARKER, 85.0
 DG3303'FEET SOUTH-SOUTHWEST OF A 6-INCH TRIANGLE BLAZED PINE TREE, AND
 DG3303'98.4 FEET FROM THE CENTERLINE OF THE FIRE ROAD.
 DG3303'
 DG3303'THE AZIMUTH MARK IS LOCATED IN THE YARD OF THE ST. PAULS
 DG3303'METHODIST CHURCH.  THE MARK IS LOCATED ABOUT 200 FEET SOUTH OF THE
 DG3303'CHURCH, 59.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DG3303'MEDERMAN FAMILY GRAVE PLOT, 58.2 FEET SOUTHWEST OF THE SOUTHWEST
 DG3303'CORNER OF THE ABOVE MENTIONED PLOT, AND 8.2 FEET SOUTHEAST OF A
 DG3303'30-INCH OAK TREE.
 DG3303'
 DG3303'THE MARK IS A STANDARD DISK STAMPED 022-202 AZI SET IN A CONCRETE
 DG3303'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3304 ***********************************************************************
 DG3304  DESIGNATION -  BV 022 203
 DG3304  PID         -  DG3304
 DG3304  STATE/COUNTY-  GA/CARROLL
 DG3304  USGS QUAD   -  VILLA RICA (1982)
 DG3304
 DG3304                         *CURRENT SURVEY CONTROL
 DG3304  ___________________________________________________________________
 DG3304* NAD 83(1994)-  33 40 23.42049(N)    084 54 16.12744(W)     ADJUSTED  
 DG3304* NAVD 88     -       341.1    (meters)    1119.     (feet)  VERTCON   
 DG3304  ___________________________________________________________________
 DG3304  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DG3304  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DG3304
 DG3304  HORZ ORDER  -  SECOND
 DG3304
 DG3304.The horizontal coordinates were established by classical geodetic methods
 DG3304.and adjusted by the National Geodetic Survey in September 1997..
 DG3304
 DG3304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3304
 DG3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3304
 DG3304.The geoid height was determined by GEOID03.
 DG3304
 DG3304;                    North         East     Units Scale Factor Converg.
 DG3304;SPC GA W     -   407,500.026   631,583.458   MT  0.99995769   -0 24 32.8
 DG3304;SPC GA W     - 1,336,939.67  2,072,120.06   sFT  0.99995769   -0 24 32.8
 DG3304;UTM  16      - 3,727,889.234   694,271.534   MT  1.00006530   +1 09 44.0
 DG3304
 DG3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3304!SPC GA W     -   0.99995104  x   0.99995769  =   0.99990873
 DG3304!UTM  16      -   0.99995104  x   1.00006530  =   1.00001633
 DG3304
 DG3304:                Primary Azimuth Mark                     Grid Az
 DG3304:SPC GA W     -  HULETT TRANSCO MICROWAVE                 180 40 08.4
 DG3304:UTM  16      -  HULETT TRANSCO MICROWAVE                 179 05 51.6
 DG3304
 DG3304|---------------------------------------------------------------------|
 DG3304| PID    Reference Object                     Distance      Geod. Az  |
 DG3304|                                                           dddmmss.s |
 DG3304| DG3302 HULETT TRANSCO MICROWAVE            APPROX. 7.4 KM 1801535.6 |
 DG3304| CZ2900 BV 022 203 AZ MK                                   3220232.9 |
 DG3304|---------------------------------------------------------------------|
 DG3304
 DG3304                          SUPERSEDED SURVEY CONTROL
 DG3304
 DG3304  NAD 83(1994)-  33 40 23.42404(N)    084 54 16.12835(W) AD(       ) 2
 DG3304  NAD 83(1986)-  33 40 23.42570(N)    084 54 16.12583(W) AD(       ) 2
 DG3304  NAD 27      -  33 40 23.03370(N)    084 54 16.33812(W) AD(       ) 2
 DG3304  NGVD 29 (07/19/86)  341.0    (m)         1119.     (f) VERT ANG       
 DG3304
 DG3304.Superseded values are not recommended for survey control.
 DG3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3304.See file dsdata.txt to determine how the superseded data were derived.
 DG3304
 DG3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9427227889(NAD 83)
 DG3304_MARKER: DD = SURVEY DISK
 DG3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3304_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3304
 DG3304  HISTORY     - Date     Condition        Report By
 DG3304  HISTORY     - 1973     MONUMENTED       GADT
 DG3304
 DG3304                          STATION DESCRIPTION
 DG3304
 DG3304'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3304'THE STATION IS LOCATED AIRLINE ABOUT 4.5 MILES SOUTH OF VILLA RICA,
 DG3304'11.0 MILES NORTHEAST OF CARROLLTON, AND 10.0 MILES SOUTHWEST OF
 DG3304'DOUGLASVILLE.
 DG3304'
 DG3304'TO REACH FROM THE JUNCTION OF U.S. 78 AND STATE ROUTE 61 SOUTH
 DG3304'IN VILLA RICA, GO SOUTH ON STATE ROUTE 61 FOR 5.15 MILES TO COUNTY
 DG3304'ROAD 92278 ON THE LEFT.  TURN LEFT AND GO EAST 2.5 MILES TO POWELL
 DG3304'CHAPEL ON THE LEFT.  CONTINUE EAST ON COUNTY ROAD 92278 FOR 0.45
 DG3304'MILES TO A DRIVE ON THE RIGHT OPPOSITE A GRADED ROAD ON THE
 DG3304'LEFT.  TURN IN DRIVE AND GO SOUTH ABOUT 45-YARDS TO THE STATION
 DG3304'NEAR UTILITY POLE.
 DG3304'
 DG3304'THE STATION IS 72.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE,
 DG3304'46.8 FEET SOUTH OF A 10-INCH OAK, 108.0 FEET SOUTH OF USGS BENCH
 DG3304'MARK 124CMN 1956, 47.2 FEET SOUTHWEST OF 20-INCH TWIN OAK, AND 4.1
 DG3304'FEET WEST OF UTILITY POLE.
 DG3304'
 DG3304'THE STATION IS A STANDARD DISK, STAMPED 022-203, SET IN THE TOP
 DG3304'OF A 10-INCH CYLINDRICAL CONCRETE POST.  THE UNDERGROUND MARK, A
 DG3304'STANDARD DISK STAMPED 022-203, IS SET IN AN IRREGULAR MASS OF
 DG3304'CONCRETE 0.79 METERS BELOW THE STATION.
 DG3304'
 DG3304'THE AZIMUTH MARK IS 0.25 MILES NORTHWEST OF THE STATION.  TO
 DG3304'REACH FROM THE STATION GO NORTHWEST ON GRADED ROAD OPPOSITE DRIVE
 DG3304'FOR 0.2 MILES TO THE MARK ON THE LEFT JUST BEFORE DRIVE TO FRAME
 DG3304'HOUSE ON THE LEFT.  THE MARK IS 28.7 FEET SOUTHWEST OF THE CENTER
 DG3304'OF THE ROAD, 110.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DG3304'HOUSE, 85.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF GARAGE, AND
 DG3304'52.4 FEET EAST-SOUTHEAST OF UTILITY POLE.  THE MARK IS A STANDARD
 DG3304'DISK, STAMPED AZI SET IN CONCRETE POST ABOUT 1-INCH BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3329 ***********************************************************************
 DG3329  DESIGNATION -  BV 022 204
 DG3329  PID         -  DG3329
 DG3329  STATE/COUNTY-  GA/CARROLL
 DG3329  USGS QUAD   -  NEW GEORGIA (1982)
 DG3329
 DG3329                         *CURRENT SURVEY CONTROL
 DG3329  ___________________________________________________________________
 DG3329* NAD 83(1994)-  33 46 19.10161(N)    084 56 19.60356(W)     ADJUSTED  
 DG3329* NAVD 88     -       380.7    (meters)    1249.     (feet)  VERTCON   
 DG3329  ___________________________________________________________________
 DG3329  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DG3329  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3329
 DG3329  HORZ ORDER  -  SECOND
 DG3329
 DG3329.The horizontal coordinates were established by classical geodetic methods
 DG3329.and adjusted by the National Geodetic Survey in September 1997..
 DG3329
 DG3329.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3329
 DG3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3329
 DG3329.The geoid height was determined by GEOID03.
 DG3329
 DG3329;                    North         East     Units Scale Factor Converg.
 DG3329;SPC GA W     -   418,481.226   628,484.872   MT  0.99996303   -0 25 45.2
 DG3329;SPC GA W     - 1,372,967.16  2,061,954.12   sFT  0.99996303   -0 25 45.2
 DG3329;UTM  16      - 3,738,782.271   690,872.278   MT  1.00004915   +1 08 46.2
 DG3329
 DG3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3329!SPC GA W     -   0.99994481  x   0.99996303  =   0.99990784
 DG3329!UTM  16      -   0.99994481  x   1.00004915  =   0.99999395
 DG3329
 DG3329:                Primary Azimuth Mark                     Grid Az
 DG3329:SPC GA W     -  BV 022 204 AZ MK                         145 50 36.6
 DG3329:UTM  16      -  BV 022 204 AZ MK                         144 16 05.2
 DG3329
 DG3329|---------------------------------------------------------------------|
 DG3329| PID    Reference Object                     Distance      Geod. Az  |
 DG3329|                                                           dddmmss.s |
 DG3329| CZ2901 BV 022 204 AZ MK                                   1452451.4 |
 DG3329|---------------------------------------------------------------------|
 DG3329
 DG3329                          SUPERSEDED SURVEY CONTROL
 DG3329
 DG3329  NAD 83(1994)-  33 46 19.10534(N)    084 56 19.60445(W) AD(       ) 2
 DG3329  NAD 83(1986)-  33 46 19.10683(N)    084 56 19.60208(W) AD(       ) 2
 DG3329  NAD 27      -  33 46 18.72203(N)    084 56 19.80939(W) AD(       ) 2
 DG3329  NGVD 29 (07/19/86)  380.6    (m)         1249.     (f) VERT ANG       
 DG3329
 DG3329.Superseded values are not recommended for survey control.
 DG3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3329.See file dsdata.txt to determine how the superseded data were derived.
 DG3329
 DG3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9087238782(NAD 83)
 DG3329_MARKER: DD = SURVEY DISK
 DG3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3329
 DG3329  HISTORY     - Date     Condition        Report By
 DG3329  HISTORY     - 1973     MONUMENTED       GADT
 DG3329
 DG3329                          STATION DESCRIPTION
 DG3329
 DG3329'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3329'THE STATION IS LOCATED AIRLINE ABOUT 3.0 MILES NORTH-NORTHWEST OF
 DG3329'VILLA RICA AND 5.7 MILES EAST-NORTHEAST OF TEMPLE.
 DG3329'
 DG3329'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 78 AND
 DG3329'STATE ROUTES 101 AND 61 IN VILLA RICA, PROCEED NORTHWEST FOR 0.10
 DG3329'MILES ON STATE ROUTES 101 AND 61 TO A RAILWAY CROSSING.  TURN LEFT
 DG3329'AND CONTINUE ALONG STATE ROUTES 101 AND 61 FOR 0.15 MILES TO THE
 DG3329'INTERSECTION OF STATE ROUTE 61 LEAVING TO THE LEFT.  CONTINUE
 DG3329'ALONG STATE ROUTE 101 FOR 1.4 MILES TO THE INTERSECTION OF
 DG3329'CARROLL COUNTY ROAD 384 ON THE RIGHT.  TURN RIGHT AND PROCEED
 DG3329'NORTH FOR 1.1 MILES ALONG COUNTY ROAD 384 TO THE STATION ON THE
 DG3329'LEFT.
 DG3329'
 DG3329'THE STATION IS A STANDARD DISK STAMPED 022-204 SET IN A 10-INCH
 DG3329'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3329'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-204
 DG3329'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 DG3329'SURFACE OF THE GROUND.
 DG3329'
 DG3329'THE STATION IS 84.3 FEET SOUTHEAST OF THE EAST CORNER OF THE
 DG3329'OTIS DOBBS RESIDENCE, 117.8 FEET SOUTH OF A POWER POLE ON THE NORTH
 DG3329'SIDE OF THE COUNTY ROAD, 65.3 FEET SOUTHWEST OF THE POINT OF
 DG3329'INTERSECTION OF COUNTY ROAD 384 AND THE DRIVEWAY TO THE DOBBS
 DG3329'RESIDENCE AND 138.5 FEET NORTHWEST OF A POWER POLE ON THE
 DG3329'SOUTHWEST SIDE OF THE COUNTY ROAD.  THE STATION IS ALSO 1.5 FEET
 DG3329'SOUTHWEST OF A WITNESS POST.
 DG3329'
 DG3329'THE AZIMUTH MARK IS LOCATED 0.6 MILES SOUTH ALONG COUNTY ROAD
 DG3329'384 IN THE EAST SHOULDER OF THE ROAD.  THE MARK IS A STANDARD
 DG3329'DISK STAMPED 022-204 AZI SET IN A 8-INCH CYLINDRICAL CONCRETE POST
 DG3329'FLUSH WITH THE SURFACE OF THE GROUND.  THE STATION IS IN A CURVE
 DG3329'OF THE ROAD 24.3 FEET FROM THE CENTERLINE OF COUNTY ROAD 384, 52.5
 DG3329'FEET EAST OF A POWER POLE ON THE WEST SIDE OF THE COUNTY ROAD,
 DG3329'108.9 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DG3329'COUNTY ROAD AND A FIELD ROAD LEADING TO A BARN, AND 59.7 FEET
 DG3329'SOUTH OF A POWER POLE.  THE MARK IS LOCATED AT THE BASE OF THE
 DG3329'ROAD FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3327 ***********************************************************************
 DG3327  DESIGNATION -  BV 022 205
 DG3327  PID         -  DG3327
 DG3327  STATE/COUNTY-  GA/CARROLL
 DG3327  USGS QUAD   -  NEW GEORGIA (1982)
 DG3327
 DG3327                         *CURRENT SURVEY CONTROL
 DG3327  ___________________________________________________________________
 DG3327* NAD 83(1994)-  33 45 44.53788(N)    084 59 13.33442(W)     ADJUSTED  
 DG3327* NAVD 88     -       375.0    (meters)    1230.     (feet)  VERTCON   
 DG3327  ___________________________________________________________________
 DG3327  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DG3327  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG3327
 DG3327  HORZ ORDER  -  FIRST
 DG3327
 DG3327.The horizontal coordinates were established by classical geodetic methods
 DG3327.and adjusted by the National Geodetic Survey in September 1997..
 DG3327
 DG3327.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3327
 DG3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3327
 DG3327.The geoid height was determined by GEOID03.
 DG3327
 DG3327;                    North         East     Units Scale Factor Converg.
 DG3327;SPC GA W     -   417,450.894   624,006.443   MT  0.99997117   -0 27 21.4
 DG3327;SPC GA W     - 1,369,586.81  2,047,261.14   sFT  0.99997117   -0 27 21.4
 DG3327;UTM  16      - 3,737,629.140   686,423.544   MT  1.00002846   +1 07 08.5
 DG3327
 DG3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3327!SPC GA W     -   0.99994569  x   0.99997117  =   0.99991686
 DG3327!UTM  16      -   0.99994569  x   1.00002846  =   0.99997415
 DG3327
 DG3327:                Primary Azimuth Mark                     Grid Az
 DG3327:SPC GA W     -  BV 022 205 AZ MK                         125 59 27.9
 DG3327:UTM  16      -  BV 022 205 AZ MK                         124 24 58.0
 DG3327
 DG3327|---------------------------------------------------------------------|
 DG3327| PID    Reference Object                     Distance      Geod. Az  |
 DG3327|                                                           dddmmss.s |
 DG3327| CZ2902 BV 022 205 AZ MK                                   1253206.5 |
 DG3327| DG3305 VILLA                               APPROX. 6.8 KM 1361213.6 |
 DG3327| DG3425 BREMEN RAD STA WWCC MAST            APPROX.16.8 KM 2520207.2 |
 DG3327|---------------------------------------------------------------------|
 DG3327
 DG3327                          SUPERSEDED SURVEY CONTROL
 DG3327
 DG3327  NAD 83(1994)-  33 45 44.54121(N)    084 59 13.33558(W) AD(       ) 1
 DG3327  NAD 83(1986)-  33 45 44.54295(N)    084 59 13.33295(W) AD(       ) 1
 DG3327  NAD 27      -  33 45 44.15905(N)    084 59 13.53494(W) AD(       ) 1
 DG3327  NGVD 29 (07/19/86)  374.9    (m)         1230.     (f) VERT ANG       
 DG3327
 DG3327.Superseded values are not recommended for survey control.
 DG3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3327.See file dsdata.txt to determine how the superseded data were derived.
 DG3327
 DG3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8642437629(NAD 83)
 DG3327_MARKER: DD = SURVEY DISK
 DG3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3327
 DG3327  HISTORY     - Date     Condition        Report By
 DG3327  HISTORY     - 1973     MONUMENTED       GADT
 DG3327
 DG3327                          STATION DESCRIPTION
 DG3327
 DG3327'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3327'THE STATION IS LOCATED AIRLINE ABOUT 4.0 MILES NORTHWEST OF VILLA
 DG3327'RICA AND 3.0 MILES NORTHEAST OF TEMPLE.
 DG3327'
 DG3327'TO REACH FROM THE JUNCTION OF U.S. 78 AND STATE ROUTE 61 IN
 DG3327'VILLA RICA, GO WEST ON U.S. 78 2.35 MILES TO COUNTY ROAD 356 AT
 DG3327'CROSS ROADS.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 356 0.5 MILES
 DG3327'TO A RAILROAD CROSSING.  CONTINUE AHEAD NORTH ON COUNTY ROAD 356
 DG3327'0.85 MILES TO END OF PAVEMENT.  CONTINUE AHEAD NORTH ON COUNTY
 DG3327'ROAD 356 0.2 MILES TO A T INTERSECTION LEFT.  TURN LEFT AND GO
 DG3327'WEST ON GRADED ROAD 0.9 MILES TO A T ROAD RIGHT.  TURN RIGHT ON
 DG3327'GRADED ROAD AND GO 0.6 MILES NORTH AND THEN NORTHWEST TO THE
 DG3327'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD NORTHWESTERLY ON
 DG3327'GRADED ROAD 0.15 MILES TO THE STATION SITE AT THE TOP OF THE
 DG3327'HILL ON THE LEFT NEAR A FENCE BORDERING CULTIVATED FIELD.
 DG3327'
 DG3327'THE STATION IS 2.8 FEET EAST OF THE FENCE, 82.4 FEET NORTH OF A
 DG3327'10-INCH PINE WITH TRIANGLE BLAZE, 132.9 FEET WEST OF A UTILITY
 DG3327'POLE, 167.6 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 193.3
 DG3327'FEET SOUTH-SOUTHWEST OF A 14-INCH TRIANGLE BLAZED PINE TREE.
 DG3327'
 DG3327'THE STATION IS A STANDARD DISK, STAMPED 022-205, SET IN A 10-INCH
 DG3327'CYLINDRICAL CONCRETE POST.  THE UNDERGROUND MARK, A STANDARD DISK
 DG3327'STAMPED 022-205, IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.80
 DG3327'METERS BELOW GROUND.  SURFACE MARK IS FLUSH WITH GROUND SURFACE.
 DG3327'
 DG3327'THE AZIMUTH MARK IS 0.15 MILES SOUTHEAST OF THE STATION ON THE
 DG3327'SOUTHWEST SIDE OF THE ROAD.  THE MARK IS 20.5 FEET SOUTHWEST OF THE
 DG3327'CENTERLINE OF THE ROAD, 45.5 FEET SOUTHWEST OF A 10-INCH TRIANGLE
 DG3327'BLAZED OAK, 43.8 FEET SOUTH OF AN 8-INCH TRIANGLE BLAZED OAK, AND
 DG3327'50.0 FEET NORTHWEST OF A UTILITY POLE.  THE MARK IS A STANDARD
 DG3327'DISK STAMPED AZI SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3307 ***********************************************************************
 DG3307  DESIGNATION -  BV 022 206 GADT 1973
 DG3307  PID         -  DG3307
 DG3307  STATE/COUNTY-  GA/CARROLL
 DG3307  USGS QUAD   -  VILLA RICA (1982)
 DG3307
 DG3307                         *CURRENT SURVEY CONTROL
 DG3307  ___________________________________________________________________
 DG3307* NAD 83(1994)-  33 41 51.81602(N)    084 58 04.05483(W)     ADJUSTED  
 DG3307* NAVD 88     -       391.7    (meters)    1285.     (feet)  VERTCON   
 DG3307  ___________________________________________________________________
 DG3307  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DG3307  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3307
 DG3307  HORZ ORDER  -  SECOND
 DG3307
 DG3307.The horizontal coordinates were established by classical geodetic methods
 DG3307.and adjusted by the National Geodetic Survey in September 1997..
 DG3307
 DG3307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3307
 DG3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3307
 DG3307.The geoid height was determined by GEOID03.
 DG3307
 DG3307;                    North         East     Units Scale Factor Converg.
 DG3307;SPC GA W     -   410,267.061   625,733.481   MT  0.99996797   -0 26 40.2
 DG3307;SPC GA W     - 1,346,017.85  2,052,927.26   sFT  0.99996797   -0 26 40.2
 DG3307;UTM  16      - 3,730,494.993   688,347.334   MT  1.00003735   +1 07 40.2
 DG3307
 DG3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3307!SPC GA W     -   0.99994308  x   0.99996797  =   0.99991105
 DG3307!UTM  16      -   0.99994308  x   1.00003735  =   0.99998043
 DG3307
 DG3307:                Primary Azimuth Mark                     Grid Az
 DG3307:SPC GA W     -  HULETT SOUTHERN RWY MICROWAVE            147 46 41.1
 DG3307:UTM  16      -  HULETT SOUTHERN RWY MICROWAVE            146 12 20.7
 DG3307
 DG3307|---------------------------------------------------------------------|
 DG3307| PID    Reference Object                     Distance      Geod. Az  |
 DG3307|                                                           dddmmss.s |
 DG3307| DG3297 HULETT SOUTHERN RWY MICROWAVE       APPROX.11.9 KM 1472000.9 |
 DG3307| DG3302 HULETT TRANSCO MICROWAVE            APPROX.11.7 KM 1500646.3 |
 DG3307| DG3295 HULETT                              APPROX.11.0 KM 1565735.1 |
 DG3307|---------------------------------------------------------------------|
 DG3307
 DG3307                          SUPERSEDED SURVEY CONTROL
 DG3307
 DG3307  NAD 83(1994)-  33 41 51.81908(N)    084 58 04.05592(W) AD(       ) 2
 DG3307  NAD 83(1986)-  33 41 51.82109(N)    084 58 04.05284(W) AD(       ) 2
 DG3307  NAD 27      -  33 41 51.43295(N)    084 58 04.25628(W) AD(       ) 2
 DG3307  NGVD 29 (07/19/86)  391.6    (m)         1285.     (f) VERT ANG       
 DG3307
 DG3307.Superseded values are not recommended for survey control.
 DG3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3307.See file dsdata.txt to determine how the superseded data were derived.
 DG3307
 DG3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8834730495(NAD 83)
 DG3307_MARKER: DD = SURVEY DISK
 DG3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3307+STABILITY: SURFACE MOTION
 DG3307
 DG3307  HISTORY     - Date     Condition        Report By
 DG3307  HISTORY     - 1973     MONUMENTED       GADT
 DG3307
 DG3307                          STATION DESCRIPTION
 DG3307
 DG3307'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3307'THE STATION IS LOCATED AIRLINE ABOUT 3.5 MILES SOUTHWEST OF VILLA
 DG3307'RICA, 10.0 MILES NORTHEAST OF CARROLLTON, AND 10.5 MILES EAST OF
 DG3307'BREMEN, ON PROPERTY OWNED BY W.G. NALLEY.
 DG3307'
 DG3307'TO REACH FROM THE JUNCTION OF U.S. 78 AND STATE ROUTE 61 IN VILLA
 DG3307'RICA, GO SOUTH ON STATE ROUTE 61 FOR 1.05 MILES TO A PAVED ROAD ON
 DG3307'THE RIGHT.  TURN RIGHT ON PAVED ROAD AND GO SOUTHWEST FOR 1.4 MILES
 DG3307'TO A PAVED CROSSROADS.  CONTINUE AHEAD ON PAVED ROAD SOUTHWESTERLY
 DG3307'FOR 1.35 MILES TO A TRIANGLE BLAZED PINE ON THE RIGHT AND THE
 DG3307'STATION ON THE RIGHT IN PASTURE.
 DG3307'
 DG3307'THE STATION IS 80.6 FEET WEST-SOUTHWEST OF THE TRIANGLE BLAZED
 DG3307'PINE, 77.0 FEET WEST OF RAIL FENCE, 126.0 FEET NORTHWEST OF FENCE
 DG3307'CORNER, 122.4 FEET NORTHWEST OF A 14-INCH TRIANGLE BLAZED PINE,
 DG3307'102.0 FEET NORTH OF WIRE FENCE, 111.5 FEET NORTH-NORTHEAST OF
 DG3307'12-INCH PINE, AND 114.0 FEET EAST OF WIRE FENCE.
 DG3307'
 DG3307'THE STATION IS A STANDARD DISK, STAMPED 022-206, SET IN A 10-INCH
 DG3307'CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE UNDERGROUND MARK,
 DG3307'A STANDARD DISK STAMPED 022-206, IS SET IN AN IRREGULAR MASS OF
 DG3307'CONCRETE ABOUT 0.89 METERS BELOW THE STATION.
 DG3307'
 DG3307'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 DG3307'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3308 ***********************************************************************
 DG3308  DESIGNATION -  BV 022 207 GAHD 1973
 DG3308  PID         -  DG3308
 DG3308  STATE/COUNTY-  GA/CARROLL
 DG3308  USGS QUAD   -  VILLA RICA (1982)
 DG3308
 DG3308                         *CURRENT SURVEY CONTROL
 DG3308  ___________________________________________________________________
 DG3308* NAD 83(1994)-  33 44 14.61786(N)    084 57 57.79715(W)     ADJUSTED  
 DG3308* NAVD 88     -       343.7    (meters)    1128.     (feet)  VERTCON   
 DG3308  ___________________________________________________________________
 DG3308  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DG3308  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3308
 DG3308  HORZ ORDER  -  SECOND
 DG3308
 DG3308.The horizontal coordinates were established by classical geodetic methods
 DG3308.and adjusted by the National Geodetic Survey in September 1997..
 DG3308
 DG3308.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3308
 DG3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3308
 DG3308.The geoid height was determined by GEOID03.
 DG3308
 DG3308;                    North         East     Units Scale Factor Converg.
 DG3308;SPC GA W     -   414,665.314   625,928.700   MT  0.99996762   -0 26 38.4
 DG3308;SPC GA W     - 1,360,447.78  2,053,567.74   sFT  0.99996762   -0 26 38.4
 DG3308;UTM  16      - 3,734,897.254   688,421.740   MT  1.00003769   +1 07 47.9
 DG3308
 DG3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3308!SPC GA W     -   0.99995061  x   0.99996762  =   0.99991823
 DG3308!UTM  16      -   0.99995061  x   1.00003769  =   0.99998830
 DG3308
 DG3308:                Primary Azimuth Mark                     Grid Az
 DG3308:SPC GA W     -  VILLA                                    128 05 28.3
 DG3308:UTM  16      -  VILLA                                    126 31 02.0
 DG3308
 DG3308|---------------------------------------------------------------------|
 DG3308| PID    Reference Object                     Distance      Geod. Az  |
 DG3308|                                                           dddmmss.s |
 DG3308| DG3305 VILLA                               APPROX. 3.4 KM 1273849.9 |
 DG3308|---------------------------------------------------------------------|
 DG3308
 DG3308                          SUPERSEDED SURVEY CONTROL
 DG3308
 DG3308  NAD 83(1994)-  33 44 14.62135(N)    084 57 57.79815(W) AD(       ) 2
 DG3308  NAD 83(1986)-  33 44 14.62295(N)    084 57 57.79532(W) AD(       ) 2
 DG3308  NAD 27      -  33 44 14.23638(N)    084 57 57.99932(W) AD(       ) 2
 DG3308  NGVD 29 (07/19/86)  343.6    (m)         1127.     (f) VERT ANG       
 DG3308
 DG3308.Superseded values are not recommended for survey control.
 DG3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3308.See file dsdata.txt to determine how the superseded data were derived.
 DG3308
 DG3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8842234897(NAD 83)
 DG3308_MARKER: DD = SURVEY DISK
 DG3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3308+STABILITY: SURFACE MOTION
 DG3308
 DG3308  HISTORY     - Date     Condition        Report By
 DG3308  HISTORY     - 1973     MONUMENTED       GADT
 DG3308
 DG3308                          STATION DESCRIPTION
 DG3308
 DG3308'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3308'THE STATION IS LOCATED 2.6 MILES WEST-NORTHWEST OF VILLA RICA AND
 DG3308'3.8 MILES EAST OF TEMPLE.
 DG3308'
 DG3308'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 78 AND
 DG3308'STATE ROUTE 61 LOCATED 0.1 MILE NORTHWEST OF THE CENTER OF VILLA
 DG3308'RICA, PROCEED WEST ALONG U.S. 78 FOR 2.6 MILES TO THE INTERSECTION
 DG3308'OF A FARM ROAD TO THE RIGHT, TURN RIGHT, NORTH, AND PROCEED ALONG
 DG3308'THE FARM ROAD (CROSSING OVER A LARGE EXPOSED SECTION OF GRANITE
 DG3308'BEDROCK) FOR 0.1 MILE TO A PIPE GATE AT A BARN, PROCEED THROUGH
 DG3308'THE GATE AND CONTINUE ON THE FARM ROAD FOR 0.15 MILE FOLLOWING
 DG3308'A FENCE LINE ON THE LEFT TO THE STATION ON A HILL ON THE
 DG3308'PROPERTY OF MR. J. T. PHILLIPS.
 DG3308'
 DG3308'THE STATION, A STANDARD DISK STAMPED 022-207, IS SET IN A 10 INCH
 DG3308'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3308'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-207,
 DG3308'SET IN AN IRREGULAR MASS OF CONCRETE 2.5 FEET BELOW THE SURFACE
 DG3308'OF THE GROUND.  IT IS LOCATED 4.6 FEET EAST OF THE FENCE LINE,
 DG3308'55.8 FEET NORTH-NORTHEAST OF AN 8 INCH DIAMETER PERSIMMON TREE
 DG3308'ON THE FENCELINE, 67.6 FEET WEST-NORTHWEST OF THE TOP OF A
 DG3308'TERRACE, 85.3 FEET SOUTH OF THE POINT WHERE THE FENCE CROSSES THE
 DG3308'TOP OF THE HILL, AND 3.9 FEET EAST OF A WITNESS POST.
 DG3308'
 DG3308'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3308'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3383 ***********************************************************************
 DG3383  DESIGNATION -  BV 022 208 GAHD 1973
 DG3383  PID         -  DG3383
 DG3383  STATE/COUNTY-  GA/CARROLL
 DG3383  USGS QUAD   -  TEMPLE (1982)
 DG3383
 DG3383                         *CURRENT SURVEY CONTROL
 DG3383  ___________________________________________________________________
 DG3383* NAD 83(1994)-  33 43 38.93067(N)    085 01 39.79749(W)     ADJUSTED  
 DG3383* NAVD 88     -       359.3    (meters)    1179.     (feet)  VERTCON   
 DG3383  ___________________________________________________________________
 DG3383  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DG3383  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3383
 DG3383  HORZ ORDER  -  SECOND
 DG3383
 DG3383.The horizontal coordinates were established by classical geodetic methods
 DG3383.and adjusted by the National Geodetic Survey in September 1997..
 DG3383
 DG3383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3383
 DG3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3383
 DG3383.The geoid height was determined by GEOID03.
 DG3383
 DG3383;                    North         East     Units Scale Factor Converg.
 DG3383;SPC GA W     -   413,611.827   620,205.322   MT  0.99997847   -0 28 41.2
 DG3383;SPC GA W     - 1,356,991.47  2,034,790.29   sFT  0.99997847   -0 28 41.2
 DG3383;UTM  16      - 3,733,686.919   682,729.158   MT  1.00001165   +1 05 43.4
 DG3383
 DG3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3383!SPC GA W     -   0.99994815  x   0.99997847  =   0.99992663
 DG3383!UTM  16      -   0.99994815  x   1.00001165  =   0.99995980
 DG3383
 DG3383:                Primary Azimuth Mark                     Grid Az
 DG3383:SPC GA W     -  VILLA                                    097 15 14.5
 DG3383:UTM  16      -  VILLA                                    095 40 49.9
 DG3383
 DG3383|---------------------------------------------------------------------|
 DG3383| PID    Reference Object                     Distance      Geod. Az  |
 DG3383|                                                           dddmmss.s |
 DG3383| DG3305 VILLA                               APPROX. 8.5 KM 0964633.3 |
 DG3383|---------------------------------------------------------------------|
 DG3383
 DG3383                          SUPERSEDED SURVEY CONTROL
 DG3383
 DG3383  NAD 83(1994)-  33 43 38.93375(N)    085 01 39.79856(W) AD(       ) 2
 DG3383  NAD 83(1986)-  33 43 38.93559(N)    085 01 39.79572(W) AD(       ) 2
 DG3383  NAD 27      -  33 43 38.54986(N)    085 01 39.99355(W) AD(       ) 2
 DG3383  NGVD 29 (07/19/86)  359.2    (m)         1178.     (f) VERT ANG       
 DG3383
 DG3383.Superseded values are not recommended for survey control.
 DG3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3383.See file dsdata.txt to determine how the superseded data were derived.
 DG3383
 DG3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8272933687(NAD 83)
 DG3383_MARKER: DD = SURVEY DISK
 DG3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3383+STABILITY: SURFACE MOTION
 DG3383
 DG3383  HISTORY     - Date     Condition        Report By
 DG3383  HISTORY     - 1973     MONUMENTED       GADT
 DG3383
 DG3383                          STATION DESCRIPTION
 DG3383
 DG3383'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3383'THE STATION IS LOCATED IN THE TOWN OF TEMPLE, ABOUT 6.0 MILES
 DG3383'WEST OF VILLA RICA, AND 7.0 MILES EAST OF BREMEN.
 DG3383'
 DG3383'TO REACH FROM THE JUNCTION OF U.S. 78 AND U.S. 27 IN BREMEN, GO
 DG3383'EAST ON U.S. 78 FOR 7.0 MILES TO THE JUNCTION OF STATE ROUTE 113
 DG3383'IN THE TOWN OF TEMPLE.  TURN RIGHT AND GO SOUTH ON STATE ROUTE
 DG3383'113 FOR 0.25 MILES TO A GRAVEL STREET ON THE LEFT.  TURN LEFT ON
 DG3383'STREET AND GO EAST 0.05 MILES TO THE STATION ON THE LEFT NEAR
 DG3383'UTILITY POLE.
 DG3383'
 DG3383'THE STATION IS 25.3 FEET NORTH OF THE CENTER OF THE STREET, 36.1
 DG3383'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 DG3383'GARAGE, 40.2 FEET WEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 DG3383'FENCE, AND 8.8 FEET NORTHWEST OF UTILITY POLE.
 DG3383'
 DG3383'THE STATION IS A STANDARD DISK, STAMPED 022-208, SET IN A 10-INCH
 DG3383'CYLINDRICAL CONCRETE POST.  THE UNDERGROUND MARK, A STANDARD DISK
 DG3383'STAMPED 022-208, IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DG3383'0.8 METERS BELOW THE STATION.
 DG3383'
 DG3383'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3383'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3386 ***********************************************************************
 DG3386  DESIGNATION -  BV 022 209 GAHD 1973
 DG3386  PID         -  DG3386
 DG3386  STATE/COUNTY-  GA/CARROLL
 DG3386  USGS QUAD   -  TEMPLE (1982)
 DG3386
 DG3386                         *CURRENT SURVEY CONTROL
 DG3386  ___________________________________________________________________
 DG3386* NAD 83(1994)-  33 40 47.92408(N)    085 01 40.60392(W)     ADJUSTED  
 DG3386* NAVD 88     -       330.5    (meters)    1084.     (feet)  VERTCON   
 DG3386  ___________________________________________________________________
 DG3386  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DG3386  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG3386
 DG3386  HORZ ORDER  -  SECOND
 DG3386
 DG3386.The horizontal coordinates were established by classical geodetic methods
 DG3386.and adjusted by the National Geodetic Survey in September 1997..
 DG3386
 DG3386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3386
 DG3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3386
 DG3386.The geoid height was determined by GEOID03.
 DG3386
 DG3386;                    North         East     Units Scale Factor Converg.
 DG3386;SPC GA W     -   408,343.534   620,140.613   MT  0.99997860   -0 28 39.5
 DG3386;SPC GA W     - 1,339,707.08  2,034,577.99   sFT  0.99997860   -0 28 39.5
 DG3386;UTM  16      - 3,728,418.659   682,809.052   MT  1.00001201   +1 05 38.1
 DG3386
 DG3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3386!SPC GA W     -   0.99995268  x   0.99997860  =   0.99993128
 DG3386!UTM  16      -   0.99995268  x   1.00001201  =   0.99996469
 DG3386
 DG3386:                Primary Azimuth Mark                     Grid Az
 DG3386:SPC GA W     -  CARROLL LOT                              176 07 47.0
 DG3386:UTM  16      -  CARROLL LOT                              174 33 29.4
 DG3386
 DG3386|---------------------------------------------------------------------|
 DG3386| PID    Reference Object                     Distance      Geod. Az  |
 DG3386|                                                           dddmmss.s |
 DG3386| DG3404 CARROLL LOT                         APPROX.12.8 KM 1753907.5 |
 DG3386| DG3387 PEEK                                APPROX. 3.9 KM 1754826.2 |
 DG3386|---------------------------------------------------------------------|
 DG3386
 DG3386                          SUPERSEDED SURVEY CONTROL
 DG3386
 DG3386  NAD 83(1994)-  33 40 47.92701(N)    085 01 40.60503(W) AD(       ) 2
 DG3386  NAD 83(1986)-  33 40 47.92903(N)    085 01 40.60177(W) AD(       ) 2
 DG3386  NAD 27      -  33 40 47.53973(N)    085 01 40.79871(W) AD(       ) 2
 DG3386  NGVD 29 (07/19/86)  330.4    (m)         1084.     (f) VERT ANG       
 DG3386
 DG3386.Superseded values are not recommended for survey control.
 DG3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3386.See file dsdata.txt to determine how the superseded data were derived.
 DG3386
 DG3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8280928419(NAD 83)
 DG3386_MARKER: DD = SURVEY DISK
 DG3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3386+STABILITY: SURFACE MOTION
 DG3386
 DG3386  HISTORY     - Date     Condition        Report By
 DG3386  HISTORY     - 1973     MONUMENTED       GADT
 DG3386
 DG3386                          STATION DESCRIPTION
 DG3386
 DG3386'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3386'THE STATION IS LOCATED AIRLINE ABOUT 7.5 MILES SOUTHEAST OF
 DG3386'BREMEN, 7.5 MILES SOUTHWEST OF VILLA RICA, AND 7.5 MILES
 DG3386'NORTH-NORTHEAST OF CARROLLTON.
 DG3386'
 DG3386'TO REACH FROM THE JUNCTION OF U.S. 27 AND U.S. 78 IN BREMEN, GO
 DG3386'EAST ON U.S. 78 FOR 7.0 MILES TO THE JUNCTION OF STATE ROUTE 113
 DG3386'IN THE TOWN OF TEMPLE.  TURN RIGHT AND GO SOUTH ON STATE ROUTE
 DG3386'113 FOR 3.3 MILES TO COUNTY ROAD 91325 ON THE LEFT.  CONTINUE
 DG3386'AHEAD SOUTH ON STATE ROUTE 113 FOR 0.85 MILES TO TWO GRAVEL
 DG3386'DRIVES TOGETHER ON THE RIGHT.  TURN RIGHT INTO SECOND DRIVE AND
 DG3386'GO WEST, PASSING SCALES, 0.05 MILES TO A GATE.  PASS THROUGH
 DG3386'GATE AND FOLLOW FENCE NORTH AND EAST 0.05 MILES TO TOP OF HILL.
 DG3386'FROM THIS POINT TURN NORTH AND FOLLOW TOP OF HILL NORTH 0.15
 DG3386'MILES TO A POINT ABOUT 20-PACES SOUTH OF CREST OF HILL AND
 DG3386'THE STATION.
 DG3386'
 DG3386'THE STATION IS 266 FEET NORTHWEST OF THE NORTHERNMOST OF TWO
 DG3386'RAILROAD CROSS TIE FENCE CORNERS, 229.7 FEET NORTHWEST OF FENCELINE,
 DG3386'319.0 FEET NORTHWEST OF A WELL, 366.0 FEET SOUTHWEST OF A 10-INCH
 DG3386'TRIANGLE BLAZED OAK, AND 359.0 FEET SOUTHWEST OF A 8-INCH
 DG3386'TRIANGLE BLAZED CEDAR.
 DG3386'
 DG3386'THE STATION IS A STANDARD DISK, STAMPED 022-209, SET IN A 10-INCH
 DG3386'CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE UNDERGROUND
 DG3386'MARK, A STANDARD DISK STAMPED 022-209, IS SET IN AN IRREGULAR MASS
 DG3386'OF CONCRETE 0.85 METERS BELOW THE STATION.
 DG3386'
 DG3386'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3386'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3299 ***********************************************************************
 DG3299  DESIGNATION -  BV 022 210
 DG3299  PID         -  DG3299
 DG3299  STATE/COUNTY-  GA/CARROLL
 DG3299  USGS QUAD   -  HULETT (1982)
 DG3299
 DG3299                         *CURRENT SURVEY CONTROL
 DG3299  ___________________________________________________________________
 DG3299* NAD 83(1994)-  33 36 21.56943(N)    084 59 54.74952(W)     ADJUSTED  
 DG3299* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 DG3299  ___________________________________________________________________
 DG3299  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG3299  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3299
 DG3299  HORZ ORDER  -  FIRST
 DG3299
 DG3299.The horizontal coordinates were established by classical geodetic methods
 DG3299.and adjusted by the National Geodetic Survey in September 1997..
 DG3299
 DG3299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3299
 DG3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3299
 DG3299.The geoid height was determined by GEOID03.
 DG3299
 DG3299;                    North         East     Units Scale Factor Converg.
 DG3299;SPC GA W     -   400,115.293   622,801.071   MT  0.99997345   -0 27 37.6
 DG3299;SPC GA W     - 1,312,711.59  2,043,306.51   sFT  0.99997345   -0 27 37.6
 DG3299;UTM  16      - 3,720,266.054   685,694.081   MT  1.00002512   +1 06 29.1
 DG3299
 DG3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3299!SPC GA W     -   0.99994591  x   0.99997345  =   0.99991936
 DG3299!UTM  16      -   0.99994591  x   1.00002512  =   0.99997103
 DG3299
 DG3299:                Primary Azimuth Mark                     Grid Az
 DG3299:SPC GA W     -  HULETT TRANSCO MICROWAVE                 090 22 58.8
 DG3299:UTM  16      -  HULETT TRANSCO MICROWAVE                 088 48 52.1
 DG3299
 DG3299|---------------------------------------------------------------------|
 DG3299| PID    Reference Object                     Distance      Geod. Az  |
 DG3299|                                                           dddmmss.s |
 DG3299| DG3302 HULETT TRANSCO MICROWAVE            APPROX. 8.7 KM 0895521.2 |
 DG3299| DG3404 CARROLL LOT                         APPROX. 4.9 KM 2010141.1 |
 DG3299| CZ2903 BV 022 210 AZ MK                                   3592404.9 |
 DG3299|---------------------------------------------------------------------|
 DG3299
 DG3299                          SUPERSEDED SURVEY CONTROL
 DG3299
 DG3299  NAD 83(1994)-  33 36 21.57234(N)    084 59 54.75093(W) AD(       ) 1
 DG3299  NAD 83(1986)-  33 36 21.57455(N)    084 59 54.74724(W) AD(       ) 1
 DG3299  NAD 27      -  33 36 21.17962(N)    084 59 54.95141(W) AD(       ) 1
 DG3299  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 DG3299
 DG3299.Superseded values are not recommended for survey control.
 DG3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3299.See file dsdata.txt to determine how the superseded data were derived.
 DG3299
 DG3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8569420266(NAD 83)
 DG3299_MARKER: DD = SURVEY DISK
 DG3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3299
 DG3299  HISTORY     - Date     Condition        Report By
 DG3299  HISTORY     - 1973     MONUMENTED       GADT
 DG3299
 DG3299                          STATION DESCRIPTION
 DG3299
 DG3299'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3299'THE STATION IS LOCATED AIRLINE ABOUT 4.5 MILES EAST OF CARROLLTON,
 DG3299'9.0 MILES SOUTHWEST OF VILLA RICA, AND 8.5 MILES NORTHWEST OF
 DG3299'WHITESBURG.
 DG3299'
 DG3299'TO REACH FROM THE CARROLL COUNTY COURTHOUSE IN CARROLLTON, GO
 DG3299'EAST ON STATE ROUTE 166 FOR 0.35 MILES TO THE JUNCTION OF STATE
 DG3299'ROUTE 166 AND U.S. 27 ALTERNATE ON THE RIGHT.  KEEP STRAIGHT
 DG3299'AHEAD ON STATE ROUTE 166 AND CONTINUE NORTHEASTERLY FOR 4.65
 DG3299'MILES TO A FORKS, BEING STATE ROUTE 61 ON THE LEFT, AND STATE
 DG3299'ROUTE 166 ON THE RIGHT.  KEEP RIGHT AND GO 0.05 MILES TO PAVED
 DG3299'COUNTY ROAD 462 ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 DG3299'COUNTY ROAD 462 FOR 0.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DG3299'CONTINUE SOUTH ON COUNTY ROAD 462 FOR 0.35 MILES TO THE STATION
 DG3299'ON THE RIGHT JUST BEFORE GRAVEL DRIVE LEADING TO BRICK HOUSE
 DG3299'ON THE RIGHT.
 DG3299'
 DG3299'THE STATION IS LOCATED 34.0 FEET WEST OF THE CENTER OF THE ROAD,
 DG3299'5.0 FEET NORTHEAST OF UTILITY POLE, 77.7 FEET EAST-NORTHEAST OF
 DG3299'UTILITY POLE, 9.2 FEET SOUTHEAST OF AN 8-INCH PINE, 88.0 FEET
 DG3299'SOUTHWEST OF POWER POLE ACROSS ROAD, 78.7 FEET WEST-SOUTHWEST OF
 DG3299'TELEPHONE POLE ACROSS ROAD.
 DG3299'
 DG3299'THE STATION IS A STANDARD DISK, STAMPED 022-210, IS SET IN A
 DG3299'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE
 DG3299'UNDERGROUND MARK, A STANDARD DISK STAMPED 022-210, IS SET IN AN
 DG3299'IRREGULAR MASS OF CONCRETE ABOUT 0.9 METERS BELOW THE STATION.
 DG3299'
 DG3299'THE AZIMUTH MARK IS ABOUT 0.35 MILES NORTH OF THE STATION ON THE
 DG3299'EAST SIDE OF THE ROAD.  THE MARK IS 31.0 FEET EAST OF THE CENTER
 DG3299'OF THE ROAD, 63.2 FEET SOUTH-SOUTHWEST OF THE CENTER OF DIRT
 DG3299'DRIVE, 53.4 FEET EAST-SOUTHEAST OF A UTILITY POLE, AND 33.4 FEET
 DG3299'SOUTHEAST OF THE INTERSECTION OF THE ROAD AND DIRT DRIVE.  THE
 DG3299'MARK IS A STANDARD DISK STAMPED AZI SET IN A 10-INCH CONCRETE
 DG3299'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3380 ***********************************************************************
 DG3380  DESIGNATION -  BV 022 211 GAHD 1973
 DG3380  PID         -  DG3380
 DG3380  STATE/COUNTY-  GA/CARROLL
 DG3380  USGS QUAD   -  TEMPLE (1982)
 DG3380
 DG3380                         *CURRENT SURVEY CONTROL
 DG3380  ___________________________________________________________________
 DG3380* NAD 83(1994)-  33 41 21.97054(N)    085 03 32.67329(W)     ADJUSTED  
 DG3380* NAVD 88     -       365.8    (meters)    1200.     (feet)  VERTCON   
 DG3380  ___________________________________________________________________
 DG3380  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DG3380  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3380
 DG3380  HORZ ORDER  -  SECOND
 DG3380
 DG3380.The horizontal coordinates were established by classical geodetic methods
 DG3380.and adjusted by the National Geodetic Survey in September 1997..
 DG3380
 DG3380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3380
 DG3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3380
 DG3380.The geoid height was determined by GEOID03.
 DG3380
 DG3380;                    North         East     Units Scale Factor Converg.
 DG3380;SPC GA W     -   409,416.956   617,263.118   MT  0.99998436   -0 29 42.1
 DG3380;SPC GA W     - 1,343,228.80  2,025,137.41   sFT  0.99998436   -0 29 42.1
 DG3380;UTM  16      - 3,729,412.774   679,903.128   MT  0.99999901   +1 04 36.8
 DG3380
 DG3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3380!SPC GA W     -   0.99994713  x   0.99998436  =   0.99993149
 DG3380!UTM  16      -   0.99994713  x   0.99999901  =   0.99994614
 DG3380
 DG3380:                Primary Azimuth Mark                     Grid Az
 DG3380:SPC GA W     -  CARROLL LOT                              164 53 26.3
 DG3380:UTM  16      -  CARROLL LOT                              163 19 07.4
 DG3380
 DG3380|---------------------------------------------------------------------|
 DG3380| PID    Reference Object                     Distance      Geod. Az  |
 DG3380|                                                           dddmmss.s |
 DG3380| DG3404 CARROLL LOT                         APPROX.14.4 KM 1642344.2 |
 DG3380| DG3352 GRAY                                APPROX. 7.0 KM 3542152.7 |
 DG3380|---------------------------------------------------------------------|
 DG3380
 DG3380                          SUPERSEDED SURVEY CONTROL
 DG3380
 DG3380  NAD 83(1994)-  33 41 21.97342(N)    085 03 32.67432(W) AD(       ) 2
 DG3380  NAD 83(1986)-  33 41 21.97552(N)    085 03 32.67119(W) AD(       ) 2
 DG3380  NAD 27      -  33 41 21.58759(N)    085 03 32.86535(W) AD(       ) 2
 DG3380  NGVD 29 (07/19/86)  365.7    (m)         1200.     (f) VERT ANG       
 DG3380
 DG3380.Superseded values are not recommended for survey control.
 DG3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3380.See file dsdata.txt to determine how the superseded data were derived.
 DG3380
 DG3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7990329413(NAD 83)
 DG3380_MARKER: DD = SURVEY DISK
 DG3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3380+STABILITY: SURFACE MOTION
 DG3380
 DG3380  HISTORY     - Date     Condition        Report By
 DG3380  HISTORY     - 1973     MONUMENTED       GADT
 DG3380
 DG3380                          STATION DESCRIPTION
 DG3380
 DG3380'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3380'THE STATION IS LOCATED AIRLINE ABOUT 5.5 MILES SOUTHEAST OF
 DG3380'BREMEN, 8.5 MILES SOUTHWEST OF VILLA RICA, AND 8.0 MILES NORTH
 DG3380'OF CARROLLTON.
 DG3380'
 DG3380'TO REACH FROM THE JUNCTION OF U.S. 78 AND U.S. 27 IN BREMEN, GO
 DG3380'EAST ON U.S. 78 FOR 6.6 MILES TO THE JUNCTION OF STATE ROUTE 274
 DG3380'ON THE LEFT AND A PAVED COUNTY ROAD ON THE RIGHT.  TURN RIGHT AND
 DG3380'GO SOUTH ON PAVED ROAD FOR 3.3 MILES TO THE STATION ON THE RIGHT
 DG3380'OPPOSITE PARRISH VARIETY SHOP ON THE LEFT.
 DG3380'
 DG3380'THE STATION IS LOCATED 32.1 FEET NORTHWEST OF THE CENTER OF THE
 DG3380'ROAD, 72.5 FEET SOUTH OF A 10-INCH PINE, 32.3 FEET EAST OF A
 DG3380'10-INCH CRABAPPLE TREE, AND 92.8 FEET NORTH-NORTHWEST OF A
 DG3380'UTILITY POLE.
 DG3380'
 DG3380'THE STATION IS A STANDARD DISK, STAMPED 022-211, SET IN A 10-INCH
 DG3380'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 DG3380'MARK, A STANDARD DISK STAMPED 022-211, IS SET IN AN IRREGULAR
 DG3380'MASS OF CONCRETE ABOUT 0.8 METERS BELOW THE STATION.
 DG3380'
 DG3380'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3380'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3429 ***********************************************************************
 DG3429  DESIGNATION -  BV 022 212
 DG3429  PID         -  DG3429
 DG3429  STATE/COUNTY-  GA/CARROLL
 DG3429  USGS QUAD   -  BREMEN (1982)
 DG3429
 DG3429                         *CURRENT SURVEY CONTROL
 DG3429  ___________________________________________________________________
 DG3429* NAD 83(1994)-  33 39 44.48004(N)    085 12 14.51382(W)     ADJUSTED  
 DG3429* NAVD 88     -       382.4    (meters)    1255.     (feet)  VERTCON   
 DG3429  ___________________________________________________________________
 DG3429  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG3429  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3429
 DG3429  HORZ ORDER  -  FIRST
 DG3429
 DG3429.The horizontal coordinates were established by classical geodetic methods
 DG3429.and adjusted by the National Geodetic Survey in September 1997..
 DG3429
 DG3429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3429
 DG3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3429
 DG3429.The geoid height was determined by GEOID03.
 DG3429
 DG3429;                    North         East     Units Scale Factor Converg.
 DG3429;SPC GA W     -   406,538.924   603,793.325   MT  1.00001407   -0 34 30.2
 DG3429;SPC GA W     - 1,333,786.45  1,980,945.27   sFT  1.00001407   -0 34 30.2
 DG3429;UTM  16      - 3,726,166.549   666,517.706   MT  0.99994185   +0 59 44.6
 DG3429
 DG3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3429!SPC GA W     -   0.99994451  x   1.00001407  =   0.99995858
 DG3429!UTM  16      -   0.99994451  x   0.99994185  =   0.99988637
 DG3429
 DG3429:                Primary Azimuth Mark                     Grid Az
 DG3429:SPC GA W     -  BREMEN RAD STA WWCC MAST                 035 30 13.6
 DG3429:UTM  16      -  BREMEN RAD STA WWCC MAST                 033 55 58.8
 DG3429
 DG3429|---------------------------------------------------------------------|
 DG3429| PID    Reference Object                     Distance      Geod. Az  |
 DG3429|                                                           dddmmss.s |
 DG3429| DG3425 BREMEN RAD STA WWCC MAST            APPROX. 7.2 KM 0345543.4 |
 DG3429| CZ2904 BV 022 212 AZ MK                                   2344740.4 |
 DG3429|---------------------------------------------------------------------|
 DG3429
 DG3429                          SUPERSEDED SURVEY CONTROL
 DG3429
 DG3429  NAD 83(1994)-  33 39 44.48201(N)    085 12 14.51483(W) AD(       ) 1
 DG3429  NAD 83(1986)-  33 39 44.48477(N)    085 12 14.51079(W) AD(       ) 1
 DG3429  NAD 27      -  33 39 44.09592(N)    085 12 14.68705(W) AD(       ) 1
 DG3429  NGVD 29 (07/19/86)  382.3    (m)         1254.     (f) VERT ANG       
 DG3429
 DG3429.Superseded values are not recommended for survey control.
 DG3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3429.See file dsdata.txt to determine how the superseded data were derived.
 DG3429
 DG3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6651826167(NAD 83)
 DG3429_MARKER: DD = SURVEY DISK
 DG3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3429
 DG3429  HISTORY     - Date     Condition        Report By
 DG3429  HISTORY     - 1973     MONUMENTED       GADT
 DG3429
 DG3429                          STATION DESCRIPTION
 DG3429
 DG3429'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3429'THE STATION IS LOCATED AIRLINE 2.9 MILES SOUTH OF WACO, 5.1 MILES
 DG3429'SOUTHWEST OF BREMEN, AND 9.2 MILES NORTHWEST OF CARROLLTON.
 DG3429'
 DG3429'TO REACH FROM THE INTERSECTION OF U.S. 78 AND 27 IN BREMEN
 DG3429'PROCEED WESTERLY ALONG U.S. 78 FOR 2.5 MILES TO THE INTERSECTION
 DG3429'OF HARALSON COUNTY ROAD 1605 IN THE TOWN OF WACO.  TURN LEFT,
 DG3429'SOUTH, AND PROCEED THROUGH WACO ALONG COUNTY ROAD 1605 FOR 1.2
 DG3429'MILES TO THE INTERSECTION OF HARALSON COUNTY ROAD 96 AND THE
 DG3429'PROPOSED CENTERLINE OF INTERSTATE 20 (IF I-20 IS PLACED IN THE
 DG3429'PROPOSED LOCATION, THE INTERSECTION OF COUNTY ROADS 1605 AND 96
 DG3429'MAY BE RELOCATED).  CONTINUE ALONG HARALSON COUNTY ROAD 1605
 DG3429'WHICH BECOMES CARROLL COUNTY ROAD 1605 FOR 3.4 MILES TO A
 DG3429'FRAME HOUSE ON THE LEFT.  CONTINUE AHEAD 0.05 MILE TO THE
 DG3429'STATION ON THE LEFT.
 DG3429'
 DG3429'THE STATION, A STANDARD DISK SET IN THE TOP OF A 10 INCH
 DG3429'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 DG3429'WITH AN UNDERGROUND MARK SET IN AN IRREGULAR MASS OF CONCRETE 2.2
 DG3429'FEET BELOW THE SURFACE OF THE GROUND, IS LOCATED ON A 4 FOOT
 DG3429'CUT-BANK ON COUNTY RIGHT-OF-WAY 34 FEET SOUTHEAST OF THE CENTER
 DG3429'LINE OF THE COUNTY ROAD, 108.0 FEET SOUTHEAST OF A POWER POLE
 DG3429'ACROSS THE ROAD IN A PASTURE, 420.0 FEET WEST SOUTH WEST OF A
 DG3429'POWER POLE IN FRONT OF THE FRAME HOUSE, 308.0 FEET SOUTHWEST
 DG3429'OF A FENCE CORNER LOCATED SOUTHWEST OF THE FRAME HOUSE, AND 4.7
 DG3429'FEET NORTHWEST OF A FENCE LINE.  BOTH THE SURFACE AND
 DG3429'UNDERGROUND DISKS ARE STAMPED 022-212.
 DG3429'
 DG3429'THE AZIMUTH MARK, A STANDARD DISK STAMPED AZI SET IN A 10 INCH
 DG3429'CYLINDRICAL CONCRETE POST, IS LOCATED 0.4 MILE SOUTHWEST ALONG
 DG3429'THE COUNTY ROAD FROM THE STATION.  THE MARK IS 46.6 FEET SOUTHEAST
 DG3429'OF THE CENTERLINE OF THE COUNTY ROAD, 84.1 FEET SOUTH OF A POWER
 DG3429'POLE ACROSS THE ROAD, 48.4 FEET WEST OF AN 18 INCH DIAMETER OAK
 DG3429'TREE, 2.7 FEET NORTH OF A POWER POLE, AND 8.5 FEET SOUTHWEST OF
 DG3429'THE CENTERLINE OF A DRIVE TO AN ASBESTOS SHINGLE SIDED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3452 ***********************************************************************
 DG3452  DESIGNATION -  BV 022 213
 DG3452  PID         -  DG3452
 DG3452  STATE/COUNTY-  GA/CARROLL
 DG3452  USGS QUAD   -  BOWDON WEST (1980)
 DG3452
 DG3452                         *CURRENT SURVEY CONTROL
 DG3452  ___________________________________________________________________
 DG3452* NAD 83(1994)-  33 36 02.00540(N)    085 17 32.38995(W)     ADJUSTED  
 DG3452* NAVD 88     -       396.2    (meters)    1300.     (feet)  VERTCON   
 DG3452  ___________________________________________________________________
 DG3452  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DG3452  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3452
 DG3452  HORZ ORDER  -  FIRST
 DG3452
 DG3452.The horizontal coordinates were established by classical geodetic methods
 DG3452.and adjusted by the National Geodetic Survey in September 1997..
 DG3452
 DG3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3452
 DG3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3452
 DG3452.The geoid height was determined by GEOID03.
 DG3452
 DG3452;                    North         East     Units Scale Factor Converg.
 DG3452;SPC GA W     -   399,770.360   595,529.373   MT  1.00003451   -0 37 22.8
 DG3452;SPC GA W     - 1,311,579.92  1,953,832.62   sFT  1.00003451   -0 37 22.8
 DG3452;UTM  16      - 3,719,174.869   658,443.039   MT  0.99990950   +0 56 42.8
 DG3452
 DG3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3452!SPC GA W     -   0.99994235  x   1.00003451  =   0.99997685
 DG3452!UTM  16      -   0.99994235  x   0.99990950  =   0.99985185
 DG3452
 DG3452:                Primary Azimuth Mark                     Grid Az
 DG3452:SPC GA W     -  BOWDON MUNICIPAL TANK                    150 41 44.7
 DG3452:UTM  16      -  BOWDON MUNICIPAL TANK                    149 07 39.1
 DG3452
 DG3452|---------------------------------------------------------------------|
 DG3452| PID    Reference Object                     Distance      Geod. Az  |
 DG3452|                                                           dddmmss.s |
 DG3452| DG3408 BOWDON MUNICIPAL TANK               APPROX. 7.9 KM 1500421.9 |
 DG3452| DG3412 BOWDON N MUN TANK                   APPROX. 7.9 KM 1500648.8 |
 DG3452| CZ2905 BV 022 213 AZ MK                                   2783527.1 |
 DG3452|---------------------------------------------------------------------|
 DG3452
 DG3452                          SUPERSEDED SURVEY CONTROL
 DG3452
 DG3452  NAD 83(1994)-  33 36 02.00622(N)    085 17 32.39177(W) AD(       ) 1
 DG3452  NAD 83(1986)-  33 36 02.01023(N)    085 17 32.38606(W) AD(       ) 1
 DG3452  NAD 27      -  33 36 01.61760(N)    085 17 32.56829(W) AD(       ) 1
 DG3452  NGVD 29 (07/19/86)  396.1    (m)         1300.     (f) VERT ANG       
 DG3452
 DG3452.Superseded values are not recommended for survey control.
 DG3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3452.See file dsdata.txt to determine how the superseded data were derived.
 DG3452
 DG3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5844319175(NAD 83)
 DG3452_MARKER: DD = SURVEY DISK
 DG3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3452
 DG3452  HISTORY     - Date     Condition        Report By
 DG3452  HISTORY     - 1973     MONUMENTED       GADT
 DG3452
 DG3452                          STATION DESCRIPTION
 DG3452
 DG3452'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3452'THE STATION IS LOCATED 6.8 MILES SOUTHWEST OF MT. ZION, 4.8 MILES
 DG3452'NORTHWEST OF BOWDON, AND 2.1 MILES EAST OF THE GEORGIA-ALABAMA
 DG3452'STATE LINE.
 DG3452'
 DG3452'TO REACH FROM THE INTERSECTION OF STATE ROUTE 166 AND STATE ROUTE
 DG3452'100 IN BOWDON, GO NORTH ON STATE ROUTE 100 FOR 3.65 MILES TO
 DG3452'COUNTY ROAD 91811.  TURN LEFT AND NORTHWEST ON COUNTY ROAD 91811
 DG3452'FOR 1.2 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON COUNTY ROAD
 DG3452'91811 FOR 1.4 MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 DG3452'GO UP THE DRIVEWAY FOR 0.10 MILES TO THE STATION NEAR A POWER
 DG3452'LINE TOWER.
 DG3452'
 DG3452'THE STATION IS A STANDARD DISK STAMPED 022-213 AND SET IN A
 DG3452'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3452'UNDERGROUND MARK, STAMPED 022-213, WAS SET APPROXIMATELY 0.90
 DG3452'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3452'
 DG3452'THE STATION IS LOCATED 101.5 FEET NORTH OF THE NORTH LEG OF THE
 DG3452'POWER LINE TOWER, 88.9 FEET NORTHWEST OF A GUY WIRE FOR THE TOWER,
 DG3452'69.5 FEET WEST OF A FENCE, AND 122.7 FEET NORTHEAST OF A GUY WIRE
 DG3452'FOR THE TOWER.
 DG3452'
 DG3452'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE DRIVEWAY
 DG3452'AND COUNTY ROAD 91811, TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD
 DG3452'91811 FOR 0.45 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 DG3452'GO SOUTHWEST ON THE PAVED ROAD FOR ABOUT 150 FEET TO THE MARK
 DG3452'ON THE LEFT.
 DG3452'
 DG3452'THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A 10-INCH
 DG3452'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS LOCATED 129.9
 DG3452'FEET SOUTH OF THE INTERSECTION OF THE CENTERLINE OF THE COUNTY
 DG3452'ROAD AND THE PAVED ROAD, 19.0 FEET SOUTHEAST OF THE CENTERLINE
 DG3452'OF THE PAVED ROAD, 2.5 FEET NORTHWEST OF A FENCE, AND 13.4 FEET
 DG3452'NORTHEAST OF A 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3449 ***********************************************************************
 DG3449  DESIGNATION -  BV 022 214
 DG3449  PID         -  DG3449
 DG3449  STATE/COUNTY-  GA/CARROLL
 DG3449  USGS QUAD   -  BOWDON WEST (1980)
 DG3449
 DG3449                         *CURRENT SURVEY CONTROL
 DG3449  ___________________________________________________________________
 DG3449* NAD 83(1994)-  33 34 17.38360(N)    085 16 25.01137(W)     ADJUSTED  
 DG3449* NAVD 88     -       344.9    (meters)    1132.     (feet)  VERTCON   
 DG3449  ___________________________________________________________________
 DG3449  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DG3449  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG3449
 DG3449  HORZ ORDER  -  FIRST
 DG3449
 DG3449.The horizontal coordinates were established by classical geodetic methods
 DG3449.and adjusted by the National Geodetic Survey in September 1997..
 DG3449
 DG3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3449
 DG3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3449
 DG3449.The geoid height was determined by GEOID03.
 DG3449
 DG3449;                    North         East     Units Scale Factor Converg.
 DG3449;SPC GA W     -   396,528.349   597,232.025   MT  1.00003016   -0 36 43.8
 DG3449;SPC GA W     - 1,300,943.43  1,959,418.74   sFT  1.00003016   -0 36 43.8
 DG3449;UTM  16      - 3,715,981.031   660,233.531   MT  0.99991654   +0 57 17.5
 DG3449
 DG3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3449!SPC GA W     -   0.99995041  x   1.00003016  =   0.99998057
 DG3449!UTM  16      -   0.99995041  x   0.99991654  =   0.99986695
 DG3449
 DG3449:                Primary Azimuth Mark                     Grid Az
 DG3449:SPC GA W     -  BOWDON N MUN TANK                        149 23 48.1
 DG3449:UTM  16      -  BOWDON N MUN TANK                        147 49 46.8
 DG3449
 DG3449|---------------------------------------------------------------------|
 DG3449| PID    Reference Object                     Distance      Geod. Az  |
 DG3449|                                                           dddmmss.s |
 DG3449| DG3412 BOWDON N MUN TANK                   APPROX. 4.3 KM 1484704.3 |
 DG3449| DG3451 BOWDON INVESTMENT CO TANK           APPROX. 4.4 KM 1522324.2 |
 DG3449| CZ2906 BV 022 214 AZ MK                                   1592549.0 |
 DG3449|---------------------------------------------------------------------|
 DG3449
 DG3449                          SUPERSEDED SURVEY CONTROL
 DG3449
 DG3449  NAD 83(1994)-  33 34 17.38451(N)    085 16 25.01297(W) AD(       ) 1
 DG3449  NAD 83(1986)-  33 34 17.38851(N)    085 16 25.00727(W) AD(       ) 1
 DG3449  NAD 27      -  33 34 16.99293(N)    085 16 25.19137(W) AD(       ) 1
 DG3449  NGVD 29 (07/19/86)  344.8    (m)         1131.     (f) VERT ANG       
 DG3449
 DG3449.Superseded values are not recommended for survey control.
 DG3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3449.See file dsdata.txt to determine how the superseded data were derived.
 DG3449
 DG3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6023415981(NAD 83)
 DG3449_MARKER: DD = SURVEY DISK
 DG3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3449
 DG3449  HISTORY     - Date     Condition        Report By
 DG3449  HISTORY     - 1973     MONUMENTED       GADT
 DG3449
 DG3449                          STATION DESCRIPTION
 DG3449
 DG3449'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3449'THE STATION IS LOCATED 2.6 MILES NORTH-NORTHEAST OF BOWDON, 11.5
 DG3449'MILES WEST OF CARROLLTON, AND 12.5 MILES SOUTHWEST OF BREMEN.
 DG3449'
 DG3449'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 100
 DG3449'AND STATE ROUTE 166 IN BOWDON, GO NORTH ON STATE ROUTE 100 FOR 1
 DG3449'MILE TO A COUNTY ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 DG3449'COUNTY ROAD FOR 0.20 MILE TO A FORK IN THE ROAD.  BEAR RIGHT AND
 DG3449'CONTINUE WEST FOR 0.60 MILE TO A T INTERSECTION.  TURN RIGHT AND
 DG3449'GO NORTHWEST ON COUNTY ROAD S1813 FOR 2.0 MILES TO THE STATION
 DG3449'ON THE LEFT.
 DG3449'
 DG3449'THE STATION IS A STANDARD DISK STAMPED 022-214, SET IN A 10 INCH
 DG3449'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN UNDERGROUND
 DG3449'MARK STAMPED 022-214 WAS SET APPROXIMATELY .90 METER BELOW THE
 DG3449'STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3449'
 DG3449'THE STATION IS LOCATED 23.3 FEET NORTH OF A GATE POST, 44.6
 DG3449'FEET NORTHWEST OF A GATE POST, 19.7 FEET SOUTHWEST OF THE CENTERLINE
 DG3449'OF THE COUNTY ROAD, 4.6 FEET NORTHEAST OF A FENCE, AND 1.6 FEET
 DG3449'EAST OF A WITNESS POST.
 DG3449'
 DG3449'THE AZIMUTH MARK IS LOCATED .60 MILE SOUTH-SOUTHEAST OF THE
 DG3449'STATION ON THE RIGHT SIDE OF THE ROAD.  THE MARK IS A STANDARD
 DG3449'DISK STAMPED 022-214 AZI AND SET IN A 10 INCH CYLINDRICAL CONCRETE
 DG3449'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS LOCATED
 DG3449'5.7 FEET EAST OF A FENCE, 27.2 FEET WEST OF THE CENTERLINE OF THE
 DG3449'ROAD, AND 102.7 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3414 ***********************************************************************
 DG3414  DESIGNATION -  BV 022 215
 DG3414  PID         -  DG3414
 DG3414  STATE/COUNTY-  GA/CARROLL
 DG3414  USGS QUAD   -  BOWDON EAST (1982)
 DG3414
 DG3414                         *CURRENT SURVEY CONTROL
 DG3414  ___________________________________________________________________
 DG3414* NAD 83(1994)-  33 37 09.14005(N)    085 10 50.74758(W)     ADJUSTED  
 DG3414* NAVD 88     -       381.0    (meters)    1250.     (feet)  VERTCON   
 DG3414  ___________________________________________________________________
 DG3414  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DG3414  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG3414
 DG3414  HORZ ORDER  -  SECOND
 DG3414
 DG3414.The horizontal coordinates were established by classical geodetic methods
 DG3414.and adjusted by the National Geodetic Survey in September 1997..
 DG3414
 DG3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3414
 DG3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3414
 DG3414.The geoid height was determined by GEOID03.
 DG3414
 DG3414;                    North         East     Units Scale Factor Converg.
 DG3414;SPC GA W     -   401,731.672   605,904.427   MT  1.00000912   -0 33 41.5
 DG3414;SPC GA W     - 1,318,014.66  1,987,871.44   sFT  1.00000912   -0 33 41.5
 DG3414;UTM  16      - 3,721,419.247   668,759.571   MT  0.99995112   +1 00 27.0
 DG3414
 DG3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3414!SPC GA W     -   0.99994474  x   1.00000912  =   0.99995386
 DG3414!UTM  16      -   0.99994474  x   0.99995112  =   0.99989586
 DG3414
 DG3414:                Primary Azimuth Mark                     Grid Az
 DG3414:SPC GA W     -  BV 022 215 AZ MK                         261 32 20.0
 DG3414:UTM  16      -  BV 022 215 AZ MK                         259 58 11.5
 DG3414
 DG3414|---------------------------------------------------------------------|
 DG3414| PID    Reference Object                     Distance      Geod. Az  |
 DG3414|                                                           dddmmss.s |
 DG3414| CZ2907 BV 022 215 AZ MK                                   2605838.5 |
 DG3414|---------------------------------------------------------------------|
 DG3414
 DG3414                          SUPERSEDED SURVEY CONTROL
 DG3414
 DG3414  NAD 83(1994)-  33 37 09.14178(N)    085 10 50.74876(W) AD(       ) 2
 DG3414  NAD 83(1986)-  33 37 09.14484(N)    085 10 50.74452(W) AD(       ) 2
 DG3414  NAD 27      -  33 37 08.75251(N)    085 10 50.92705(W) AD(       ) 2
 DG3414  NGVD 29 (07/19/86)  380.9    (m)         1250.     (f) VERT ANG       
 DG3414
 DG3414.Superseded values are not recommended for survey control.
 DG3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3414.See file dsdata.txt to determine how the superseded data were derived.
 DG3414
 DG3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6876021419(NAD 83)
 DG3414_MARKER: DD = SURVEY DISK
 DG3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3414
 DG3414  HISTORY     - Date     Condition        Report By
 DG3414  HISTORY     - 1973     MONUMENTED       GADT
 DG3414
 DG3414                          STATION DESCRIPTION
 DG3414
 DG3414'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3414'THE STATION IS LOCATED 6.5 MILES NORTHWEST OF CARROLLTON, 1.0 MILES
 DG3414'SOUTH OF MT. ZION, AND 7.2 MILES SOUTH-SOUTHWEST OF BREMEN.
 DG3414'
 DG3414'TO REACH FROM THE INTERSECTION OF U.S. 27, U.S. 27 ALT, AND
 DG3414'ALABAMA STREET, GO WEST ON ALABAMA STREET FOR 1.8 MILES TO THE
 DG3414'LITTLI TALLAPOOSA RIVER.  CONTINUE WEST ON ALABAMA STREET, WHICH
 DG3414'BECOMES COUNTY ROAD 835 AT THE CITY LIMITS, FOR 1.5 MILES TO A
 DG3414'BRIDGE ACROSS BUCK CREEK.  CONTINUE WEST ON COUNTY ROAD 835 FOR
 DG3414'2.7 MILES TO A ROAD ON THE LEFT AND EUREKA BAPTIST CHURCH.
 DG3414'CONTINUE AHEAD ON COUNTY ROAD 835 FOR 0.10 MILES TO A PAVED ROAD ON
 DG3414'THE LEFT THAT GOES INTO JOHN TANNER STATE PARK.  CONTINUE
 DG3414'AHEAD ON COUNTY ROAD 835 FOR 1.0 MILES TO COUNTY ROAD 837 ON
 DG3414'THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.10 MILES TO A FIELD
 DG3414'ROAD ON THE LEFT UNDER A POWER LINE.  TURN LEFT, FOLLOWING THE
 DG3414'FIELD ROAD TO THE TOP OF THE HILL FOR ABOUT 0.10 MILES TO THE
 DG3414'STATION ON THE LEFT.
 DG3414'
 DG3414'THE STATION IS LOCATED 8.2 FEET WEST OF THE CENTERLINE OF THE
 DG3414'FIELD ROAD, 45.9 FEET SOUTHEAST OF A 6-INCH PINE TREE, 143.0
 DG3414'FEET NORTH OF THE INTERSECTION OF THE CENTERLINES OF THE DIRT ROAD
 DG3414'AND THE FIELD ROAD, AND 423.0 FEET SOUTH OF THE INTERSECTION OF
 DG3414'THE CENTERLINE OF THE FIELD ROAD AND THE DIRT ROAD.
 DG3414'
 DG3414'THE STATION IS A STANDARD DISK STAMPED 022-215 AND SET IN A
 DG3414'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3414'UNDERGROUND MARK, STAMPED 022-215, WAS SET IN AN IRREGULAR MASS OF
 DG3414'CONCRETE 0.90 METERS BELOW THE STATION.
 DG3414'
 DG3414'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
 DG3414'ROAD FOR 150 FEET TO THE COUNTY DIRT ROAD.  TURN RIGHT AND GO WEST
 DG3414'FOR 0.15 MILES TO COUNTY ROAD 837.  TURN LEFT AND GO SOUTHWEST FOR
 DG3414'ABOUT 300 FEET TO THE INTERSECTION OF A DIRT ROAD.  THE MARK IS
 DG3414'LOCATED ON THE SOUTH SIDE OF THE DIRT ROAD AND THE WEST SIDE OF
 DG3414'COUNTY ROAD 837.
 DG3414'
 DG3414'THE MARK IS A STANDARD DISK STAMPED 022-215 AZI AND SET IN A
 DG3414'10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS 98.4
 DG3414'FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE DIRT
 DG3414'ROAD AND COUNTY ROAD 837, 55.1 FEET SOUTHWEST OF A BURIED
 DG3414'TELEPHONE CABLE OUTLET MARKER, AND 60.0 FEET SOUTH OF A 30-INCH
 DG3414'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3397 ***********************************************************************
 DG3397  DESIGNATION -  BV 022 216
 DG3397  PID         -  DG3397
 DG3397  STATE/COUNTY-  GA/CARROLL
 DG3397  USGS QUAD   -  CARROLLTON (1982)
 DG3397
 DG3397                         *CURRENT SURVEY CONTROL
 DG3397  ___________________________________________________________________
 DG3397* NAD 83(1994)-  33 33 10.86063(N)    085 02 32.23507(W)     ADJUSTED  
 DG3397* NAVD 88     -       384.9    (meters)    1263.     (feet)  VERTCON   
 DG3397  ___________________________________________________________________
 DG3397  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DG3397  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3397
 DG3397  HORZ ORDER  -  SECOND
 DG3397
 DG3397.The horizontal coordinates were established by classical geodetic methods
 DG3397.and adjusted by the National Geodetic Survey in September 1997..
 DG3397
 DG3397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3397
 DG3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3397
 DG3397.The geoid height was determined by GEOID03.
 DG3397
 DG3397;                    North         East     Units Scale Factor Converg.
 DG3397;SPC GA W     -   394,273.421   618,691.608   MT  0.99998148   -0 29 02.4
 DG3397;SPC GA W     - 1,293,545.38  2,029,824.05   sFT  0.99998148   -0 29 02.4
 DG3397;UTM  16      - 3,714,313.730   681,745.797   MT  1.00000724   +1 04 56.4
 DG3397
 DG3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3397!SPC GA W     -   0.99994415  x   0.99998148  =   0.99992563
 DG3397!UTM  16      -   0.99994415  x   1.00000724  =   0.99995139
 DG3397
 DG3397:                Primary Azimuth Mark                     Grid Az
 DG3397:SPC GA W     -  BV 022 216 AZ MK                         256 16 07.8
 DG3397:UTM  16      -  BV 022 216 AZ MK                         254 42 09.0
 DG3397
 DG3397|---------------------------------------------------------------------|
 DG3397| PID    Reference Object                     Distance      Geod. Az  |
 DG3397|                                                           dddmmss.s |
 DG3397| CZ2908 BV 022 216 AZ MK                                   2554705.4 |
 DG3397| DG3420 BREMEN PLANTATION PIPE MAST         APPROX.18.9 KM 3312006.3 |
 DG3397| DG3400 CARROLLTON BANKHEAD AVE TANK        APPROX. 3.9 KM 3355845.8 |
 DG3397|---------------------------------------------------------------------|
 DG3397
 DG3397                          SUPERSEDED SURVEY CONTROL
 DG3397
 DG3397  NAD 83(1994)-  33 33 10.86321(N)    085 02 32.23606(W) AD(       ) 2
 DG3397  NAD 83(1986)-  33 33 10.86571(N)    085 02 32.23250(W) AD(       ) 2
 DG3397  NAD 27      -  33 33 10.46815(N)    085 02 32.43270(W) AD(       ) 2
 DG3397  NGVD 29 (07/19/86)  384.8    (m)         1262.     (f) VERT ANG       
 DG3397
 DG3397.Superseded values are not recommended for survey control.
 DG3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3397.See file dsdata.txt to determine how the superseded data were derived.
 DG3397
 DG3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8174614314(NAD 83)
 DG3397_MARKER: DD = SURVEY DISK
 DG3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3397
 DG3397  HISTORY     - Date     Condition        Report By
 DG3397  HISTORY     - 1973     MONUMENTED       GADT
 DG3397
 DG3397                          STATION DESCRIPTION
 DG3397
 DG3397'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3397'THE STATION IS LOCATED AIRLINE ABOUT 2.7 MILES SOUTH-SOUTHEAST OF
 DG3397'CARROLLTON, 8.5 MILES NORTHWEST OF WHITESBURG, AND 8.1 MILES
 DG3397'NORTHEAST OF ROOPVILLE.  THE STATION IS LOCATED ON THE PROPERTY OF
 DG3397'L. J. MUSE.
 DG3397'
 DG3397'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 DG3397'ROUTE 166 WEST IN CARROLLTON, GO SOUTH ALONG U.S. 27 FOR 1.4 MILES
 DG3397'TO COUNTY ROAD 526 ON THE LEFT.  TURN LEFT AND GO EAST ON COUNTY
 DG3397'ROAD 526 FOR 1.2 MILES TO A CROSSROAD, TURN LEFT AT THE CROSSROADS
 DG3397'AND GO EAST FOR 0.45 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN
 DG3397'THE SOUTHEAST CORNER OF THE CROSSROADS.  CONTINUE AHEAD ON THE
 DG3397'COUNTY ROAD FOR 0.40 MILE TO THE STATION ON THE RIGHT LOCATED
 DG3397'CLOSE TO A WELL HOUSE.
 DG3397'
 DG3397'THE STATION IS A STANDARD DISK STAMPED 022-216, SET IN A 10 INCH
 DG3397'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3397'UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-216, SET IN AN
 DG3397'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.7 METER BELOW THE
 DG3397'SURFACE OF THE GROUND.  IT IS LOCATED 26.2 FEET SOUTH OF THE
 DG3397'CENTERLINE OF THE COUNTY ROAD, 36.4 FEET WEST-NORTHWEST OF THE
 DG3397'NORTHWEST CORNER OF THE PORCH OF THE HOUSE OF MR. MUSE, 20.7
 DG3397'FEET WEST-NORTHWEST OF AN 18 INCH OAK TREE, 28.2 FEET NORTHWEST
 DG3397'OF AN 18 INCH OAK TREE, 20.0 FEET NORTH-NORTHEAST OF THE
 DG3397'NORTHEAST CORNER OF THE WELL HOUSE, AND 27.9 FEET SOUTHWEST
 DG3397'OF A MAILBOX.
 DG3397'
 DG3397'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 022-216 AZI.  IT IS
 DG3397'LOCATED 20.7 FEET SOUTH OF A FENCE CORNER, 23.6 FEET EAST-NORTHEAST
 DG3397'OF THE CENTERLINE OF THE COUNTY DIRT ROAD, 5.6 FEET WEST-SOUTHWEST
 DG3397'OF THE FENCE, AND 108.9 FEET SOUTH-SOUTHWEST OF THE POINT OF
 DG3397'INTERSECTION OF THE DRIVEWAY AND THE COUNTY ROAD.  IT IS SET IN
 DG3397'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3397'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3306 ***********************************************************************
 DG3306  DESIGNATION -  BV 022 217 GAHD 1973
 DG3306  PID         -  DG3306
 DG3306  STATE/COUNTY-  GA/CARROLL
 DG3306  USGS QUAD   -  VILLA RICA (1982)
 DG3306
 DG3306                         *CURRENT SURVEY CONTROL
 DG3306  ___________________________________________________________________
 DG3306* NAD 83(1994)-  33 38 48.08081(N)    084 58 35.91364(W)     ADJUSTED  
 DG3306* NAVD 88     -       367.6    (meters)    1206.     (feet)  VERTCON   
 DG3306  ___________________________________________________________________
 DG3306  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DG3306  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3306
 DG3306  HORZ ORDER  -  SECOND
 DG3306
 DG3306.The horizontal coordinates were established by classical geodetic methods
 DG3306.and adjusted by the National Geodetic Survey in September 1997..
 DG3306
 DG3306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3306
 DG3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3306
 DG3306.The geoid height was determined by GEOID03.
 DG3306
 DG3306;                    North         East     Units Scale Factor Converg.
 DG3306;SPC GA W     -   404,612.901   624,868.702   MT  0.99996957   -0 26 55.7
 DG3306;SPC GA W     - 1,327,467.49  2,050,090.07   sFT  0.99996957   -0 26 55.7
 DG3306;UTM  16      - 3,724,818.866   687,637.871   MT  1.00003407   +1 07 17.1
 DG3306
 DG3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3306!SPC GA W     -   0.99994687  x   0.99996957  =   0.99991644
 DG3306!UTM  16      -   0.99994687  x   1.00003407  =   0.99998094
 DG3306
 DG3306:                Primary Azimuth Mark                     Grid Az
 DG3306:SPC GA W     -  BV 022 206 GADT 1973                     008 41 43.6
 DG3306:UTM  16      -  BV 022 206 GADT 1973                     007 07 30.8
 DG3306
 DG3306|---------------------------------------------------------------------|
 DG3306| PID    Reference Object                     Distance      Geod. Az  |
 DG3306|                                                           dddmmss.s |
 DG3306| DG3307 BV 022 206 GADT 1973                APPROX. 5.7 KM 0081447.9 |
 DG3306|---------------------------------------------------------------------|
 DG3306
 DG3306                          SUPERSEDED SURVEY CONTROL
 DG3306
 DG3306  NAD 83(1994)-  33 38 48.08382(N)    084 58 35.91453(W) AD(       ) 2
 DG3306  NAD 83(1986)-  33 38 48.08589(N)    084 58 35.91153(W) AD(       ) 2
 DG3306  NAD 27      -  33 38 47.69352(N)    084 58 36.11485(W) AD(       ) 2
 DG3306  NGVD 29 (07/19/86)  367.5    (m)         1206.     (f) VERT ANG       
 DG3306
 DG3306.Superseded values are not recommended for survey control.
 DG3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3306.See file dsdata.txt to determine how the superseded data were derived.
 DG3306
 DG3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8763824819(NAD 83)
 DG3306_MARKER: DD = SURVEY DISK
 DG3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3306+STABILITY: SURFACE MOTION
 DG3306
 DG3306  HISTORY     - Date     Condition        Report By
 DG3306  HISTORY     - 1973     MONUMENTED       GADT
 DG3306
 DG3306                          STATION DESCRIPTION
 DG3306
 DG3306'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3306'THE STATION IS LOCATED AIRLINE ABOUT 7.2 MILES NORTHEAST OF
 DG3306'CARROLLTON, 6.6 MILES SOUTHWEST OF VILLA RICA, AND 6.9 MILES
 DG3306'SOUTHEAST OF TEMPLE.
 DG3306'
 DG3306'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 166
 DG3306'IN CARROLLTON, GO EAST ON STATE ROUTE 166 FOR 5.25 MILES TO THE
 DG3306'INTERSECTION OF STATE ROUTE 61 FORKING TO THE LEFT.  TURN LEFT,
 DG3306'NORTHEAST, AND PROCEED ALONG STATE ROUTE 61 FOR 2.45 MILES TO THE
 DG3306'INTERSECTION OF CARROLL COUNTY ROAD 90841 CROSSING AT THE
 DG3306'COMMUNITY OF SAND HILL.  TURN LEFT, NORTH, AND PROCEED ALONG
 DG3306'COUNTY ROAD 90841 FOR 0.65 MILE TO THE STATION ON THE LEFT IN
 DG3306'A PASTURE OWNED BY RAYMOND RICKS.
 DG3306'
 DG3306'THE STATION, A STANDARD DISK STAMPED 022-217 SET IN THE TOP OF A
 DG3306'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3306'GROUND WITH A STANDARD DISK UNDERGROUND MARK STAMPED 022-217 SET IN
 DG3306'AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE OF THE
 DG3306'GROUND, IS LOCATED 108 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 DG3306'ROAD 90841, 71.8 FEET SOUTHWEST OF A FENCE LINE ALONG THE ROAD,
 DG3306'117.4 FEET WEST OF A TELEPHONE POLE ON THE SOUTHWEST SIDE OF
 DG3306'THE ROAD, 150.9 FEET WEST NORTHWEST OF A BREMEN BUTANE INC.
 DG3306'SIGN ON A STEEL POST LOCATED ON THE FENCE LINE, AND 289.6 FEET
 DG3306'NORTHWEST OF THE NORTHWEST MOST POLE OF A SET OF POWERLINE
 DG3306'POLES NEAR THE GATE TO THE FIELD.
 DG3306'
 DG3306'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV 022
 DG3306'206(GADT) WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3389 ***********************************************************************
 DG3389  DESIGNATION -  BV 022 218 GADT 1973
 DG3389  PID         -  DG3389
 DG3389  STATE/COUNTY-  GA/CARROLL
 DG3389  USGS QUAD   -  TEMPLE (1982)
 DG3389
 DG3389                         *CURRENT SURVEY CONTROL
 DG3389  ___________________________________________________________________
 DG3389* NAD 83(1994)-  33 39 36.28175(N)    085 05 05.79621(W)     ADJUSTED  
 DG3389* NAVD 88     -       376.0    (meters)    1234.     (feet)  VERTCON   
 DG3389  ___________________________________________________________________
 DG3389  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DG3389  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3389
 DG3389  HORZ ORDER  -  SECOND
 DG3389
 DG3389.The horizontal coordinates were established by classical geodetic methods
 DG3389.and adjusted by the National Geodetic Survey in September 1997..
 DG3389
 DG3389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3389
 DG3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3389
 DG3389.The geoid height was determined by GEOID03.
 DG3389
 DG3389;                    North         East     Units Scale Factor Converg.
 DG3389;SPC GA W     -   406,181.855   614,835.881   MT  0.99998939   -0 30 32.4
 DG3389;SPC GA W     - 1,332,614.97  2,017,174.05   sFT  0.99998939   -0 30 32.4
 DG3389;UTM  16      - 3,726,112.308   677,565.498   MT  0.99998871   +1 03 42.2
 DG3389
 DG3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3389!SPC GA W     -   0.99994553  x   0.99998939  =   0.99993492
 DG3389!UTM  16      -   0.99994553  x   0.99998871  =   0.99993424
 DG3389
 DG3389:                Primary Azimuth Mark                     Grid Az
 DG3389:SPC GA W     -  PEEK                                     107 26 15.8
 DG3389:UTM  16      -  PEEK                                     105 52 01.2
 DG3389
 DG3389|---------------------------------------------------------------------|
 DG3389| PID    Reference Object                     Distance      Geod. Az  |
 DG3389|                                                           dddmmss.s |
 DG3389| DG3387 PEEK                                APPROX. 5.8 KM 1065543.4 |
 DG3389| DG3297 HULETT SOUTHERN RWY MICROWAVE       APPROX.18.3 KM 1083933.4 |
 DG3389| DG3302 HULETT TRANSCO MICROWAVE            APPROX.17.8 KM 1094031.5 |
 DG3389|---------------------------------------------------------------------|
 DG3389
 DG3389                          SUPERSEDED SURVEY CONTROL
 DG3389
 DG3389  NAD 83(1994)-  33 39 36.28419(N)    085 05 05.79734(W) AD(       ) 2
 DG3389  NAD 83(1986)-  33 39 36.28664(N)    085 05 05.79367(W) AD(       ) 2
 DG3389  NAD 27      -  33 39 35.89652(N)    085 05 05.98385(W) AD(       ) 2
 DG3389  NGVD 29 (07/19/86)  375.9    (m)         1233.     (f) VERT ANG       
 DG3389
 DG3389.Superseded values are not recommended for survey control.
 DG3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3389.See file dsdata.txt to determine how the superseded data were derived.
 DG3389
 DG3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7756526112(NAD 83)
 DG3389_MARKER: DD = SURVEY DISK
 DG3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3389+STABILITY: SURFACE MOTION
 DG3389
 DG3389  HISTORY     - Date     Condition        Report By
 DG3389  HISTORY     - 1973     MONUMENTED       GADT
 DG3389
 DG3389                          STATION DESCRIPTION
 DG3389
 DG3389'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3389'THE STATION IS LOCATED AIRLINE APPROXIMATELY 5.5 MILES NORTH OF
 DG3389'CARROLLTON, 5.4 MILES SOUTHEAST OF BREMEN, AND 10.7 MILES WEST
 DG3389'SOUTHWEST OF VILLA RICA.
 DG3389'
 DG3389'TO REACH FROM THE INTERSECTION OF U.S. 27 AND 78 IN BREMEN, GO
 DG3389'EAST ON U.S. 78 FOR 3.7 MILES TO THE INTERSECTION OF HARALSON
 DG3389'COUNTY ROAD 65 TO THE LEFT.  TURN LEFT, SOUTH, AND PROCEED ALONG
 DG3389'HARALSON COUNTY ROAD 65 WHICH BECOMES CARROLL COUNTY ROAD 270
 DG3389'WHEN IT CROSSES THE COUNTY LINE FOR 2.9 MILES TO A CROSS ROAD
 DG3389'INTERSECTION AT THE COMMUNITY OF CENTER POINT.  TURN RIGHT,
 DG3389'SOUTH, AND PROCEED ALONG CARROLL COUNTY ROAD 291 FOR 2.6 MILES TO
 DG3389'THE INTERSECTION OF COUNTY ROAD 273 CROSSING.  TURN RIGHT,
 DG3389'WEST, AND PROCEED ALONG COUNTY ROAD 273 FOR 0.55 MILE TO THE
 DG3389'INTERSECTION OF COUNTY ROAD 292 CROSSING.  TURN RIGHT,
 DG3389'NORTHWEST, AND PROCEED ALONG COUNTY ROAD 292 FOR 0.85 MILE TO A
 DG3389'T INTERSECTION WITH COUNTY ROAD 261.  TURN RIGHT, NORTH,
 DG3389'ALONG COUNTY ROAD 261 FOR 0.1 MILE TO THE INTERSECTION OF
 DG3389'COUNTY ROAD 285 TO THE RIGHT.  TURN RIGHT, NORTHEAST, AND PROCEED
 DG3389'ABOUT 200 FEET TO A GATE ON THE RIGHT LOCATED ACROSS THE
 DG3389'ROAD FROM A WHITE HOUSE.  TURN RIGHT, SOUTHEAST, THROUGH THE
 DG3389'GATE AND PROCEED 165 FEET STRAIGHT AHEAD TO THE STATION IN A
 DG3389'PASTURE ON THE PROPERTY OF G.G. GOOLSBY.
 DG3389'
 DG3389'THE STATION, A STANDARD DISK STAMPED 022-218 SET IN THE TOP OF
 DG3389'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3389'GROUND WITH AN UNDERGROUND MARK SET IN AN IRREGULAR MASS OF
 DG3389'CONCRETE 2.2 FEET BELOW THE SURFACE OF THE GROUND STAMPED 022-218,
 DG3389'IS LOCATED 154.5 FEET EAST OF THE EAST CORNER OF A SHED, 34.1
 DG3389'FEET SOUTH OF THE SOUTH CORNER OF A BARN, AND 115.5 FEET SOUTH
 DG3389'OF THE EAST CORNER OF THE BARN.
 DG3389'
 DG3389'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3389'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3388 ***********************************************************************
 DG3388  DESIGNATION -  BV 022 219 GADT 1973
 DG3388  PID         -  DG3388
 DG3388  STATE/COUNTY-  GA/CARROLL
 DG3388  USGS QUAD   -  TEMPLE (1982)
 DG3388
 DG3388                         *CURRENT SURVEY CONTROL
 DG3388  ___________________________________________________________________
 DG3388* NAD 83(1994)-  33 39 33.13737(N)    085 06 48.44108(W)     ADJUSTED  
 DG3388* NAVD 88     -       383.2    (meters)    1257.     (feet)  VERTCON   
 DG3388  ___________________________________________________________________
 DG3388  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DG3388  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG3388
 DG3388  HORZ ORDER  -  SECOND
 DG3388
 DG3388.The horizontal coordinates were established by classical geodetic methods
 DG3388.and adjusted by the National Geodetic Survey in September 1997..
 DG3388
 DG3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3388
 DG3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3388
 DG3388.The geoid height was determined by GEOID03.
 DG3388
 DG3388;                    North         East     Units Scale Factor Converg.
 DG3388;SPC GA W     -   406,108.839   612,190.558   MT  0.99999503   -0 31 29.3
 DG3388;SPC GA W     - 1,332,375.42  2,008,495.19   sFT  0.99999503   -0 31 29.3
 DG3388;UTM  16      - 3,725,966.811   674,923.195   MT  0.99997723   +1 02 45.2
 DG3388
 DG3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3388!SPC GA W     -   0.99994440  x   0.99999503  =   0.99993943
 DG3388!UTM  16      -   0.99994440  x   0.99997723  =   0.99992163
 DG3388
 DG3388:                Primary Azimuth Mark                     Grid Az
 DG3388:SPC GA W     -  CARROLL LOT                              140 07 43.2
 DG3388:UTM  16      -  CARROLL LOT                              138 33 28.7
 DG3388
 DG3388|---------------------------------------------------------------------|
 DG3388| PID    Reference Object                     Distance      Geod. Az  |
 DG3388|                                                           dddmmss.s |
 DG3388| DG3404 CARROLL LOT                         APPROX.13.8 KM 1393613.9 |
 DG3388| DG3401 CARROLLTON METRO COMMUN MAST        APPROX. 9.3 KM 1491509.4 |
 DG3388| DG3426 BV 071 218 GADT 1973                APPROX. 5.0 KM 3393328.9 |
 DG3388|---------------------------------------------------------------------|
 DG3388
 DG3388                          SUPERSEDED SURVEY CONTROL
 DG3388
 DG3388  NAD 83(1994)-  33 39 33.13964(N)    085 06 48.44221(W) AD(       ) 2
 DG3388  NAD 83(1986)-  33 39 33.14222(N)    085 06 48.43835(W) AD(       ) 2
 DG3388  NAD 27      -  33 39 32.75241(N)    085 06 48.62518(W) AD(       ) 2
 DG3388  NGVD 29 (07/19/86)  383.1    (m)         1257.     (f) VERT ANG       
 DG3388
 DG3388.Superseded values are not recommended for survey control.
 DG3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3388.See file dsdata.txt to determine how the superseded data were derived.
 DG3388
 DG3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7492325967(NAD 83)
 DG3388_MARKER: DD = SURVEY DISK
 DG3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3388+STABILITY: SURFACE MOTION
 DG3388
 DG3388  HISTORY     - Date     Condition        Report By
 DG3388  HISTORY     - 1973     MONUMENTED       GADT
 DG3388
 DG3388                          STATION DESCRIPTION
 DG3388
 DG3388'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3388'THE STATION IS LOCATED AIRLINE APPROXIMATELY 4.4 MILES SOUTH
 DG3388'SOUTHEAST OF BREMEN, 5.9 MILES NORTH NORTHWEST OF CARROLLTON,
 DG3388'AND 7.1 MILES SOUTHWEST OF TEMPLE.
 DG3388'
 DG3388'TO REACH FROM THE INTERSECTION OF U.S. 78 AND 27 IN BREMEN,
 DG3388'PROCEED SOUTH ALONG U.S. 27 FOR 1.15 MILES TO THE INTERSECTION
 DG3388'OF U.S. 27 AND HARALSON COUNTY ROAD 75 TO THE LEFT.  TURN LEFT,
 DG3388'EAST, AND PROCEED SOUTHEASTERLY ALONG HARALSON COUNTY ROAD 75
 DG3388'WHICH BECOMES CARROLL COUNTY ROAD 244 WHEN IT CROSSES THE COUNTY
 DG3388'LINE FOR 1.0 MILE TO A RAILWAY CROSSING.  CONTINUE ALONG CARROLL
 DG3388'COUNTY ROAD 244 FOR 2.8 MILES TO THE STATION ON THE RIGHT.
 DG3388'
 DG3388'THE STATION, A STANDARD DISK STAMPED 022-219 SET IN THE TOP OF A
 DG3388'10 INCH DIAMETER CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3388'OF THE GROUND WITH A STANDARD DISK UNDERGROUND MARK STAMPED 022-219
 DG3388'SET IN AN IRREGULAR MASS OF CONCRETE 2.3 FEET BELOW THE SURFACE OF
 DG3388'THE GROUND, IS LOCATED ON A 2 FOOT CUT-BANK ON COUNTY
 DG3388'RIGHT-OF-WAY, 28.6 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD,
 DG3388'50.7 FEET NORTH OF A POWERPOLE ON THE WEST SIDE OF THE ROAD,
 DG3388'10.3 FEET EAST OF A FENCE, 172.3 FEET SOUTH OF A POWERPOLE
 DG3388'LOCATED ON THE WEST SIDE OF THE ROAD AND SOUTHEAST OF A BARN
 DG3388'ON THE SAME SIDE OF THE ROAD, AND 298.8 FEET SOUTH SOUTHWEST OF
 DG3388'THE NEAR CORNER OF THE SOUTH CHIMNEY OF A HOUSE ON THE EAST
 DG3388'SIDE OF THE ROAD.
 DG3388'
 DG3388'NO SUITABLE LOCATION COULD BE LOCATED FOR AN AZIMUTH MARK.  THE
 DG3388'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3450 ***********************************************************************
 DG3450  DESIGNATION -  BV 022 220
 DG3450  PID         -  DG3450
 DG3450  STATE/COUNTY-  GA/CARROLL
 DG3450  USGS QUAD   -  BOWDON WEST (1980)
 DG3450
 DG3450                         *CURRENT SURVEY CONTROL
 DG3450  ___________________________________________________________________
 DG3450* NAD 83(1994)-  33 37 09.96739(N)    085 15 53.75773(W)     ADJUSTED  
 DG3450* NAVD 88     -       367.2    (meters)    1205.     (feet)  VERTCON   
 DG3450  ___________________________________________________________________
 DG3450  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG3450  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3450
 DG3450  HORZ ORDER  -  FIRST
 DG3450
 DG3450.The horizontal coordinates were established by classical geodetic methods
 DG3450.and adjusted by the National Geodetic Survey in September 1997..
 DG3450
 DG3450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3450
 DG3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3450
 DG3450.The geoid height was determined by GEOID03.
 DG3450
 DG3450;                    North         East     Units Scale Factor Converg.
 DG3450;SPC GA W     -   401,836.884   598,094.455   MT  1.00002799   -0 36 29.3
 DG3450;SPC GA W     - 1,318,359.84  1,962,248.22   sFT  1.00002799   -0 36 29.3
 DG3450;UTM  16      - 3,721,310.585   660,950.298   MT  0.99991937   +0 57 39.1
 DG3450
 DG3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3450!SPC GA W     -   0.99994690  x   1.00002799  =   0.99997489
 DG3450!UTM  16      -   0.99994690  x   0.99991937  =   0.99986627
 DG3450
 DG3450:                Primary Azimuth Mark                     Grid Az
 DG3450:SPC GA W     -  BV 022 220 AZ MK                         088 48 37.0
 DG3450:UTM  16      -  BV 022 220 AZ MK                         087 14 28.6
 DG3450
 DG3450|---------------------------------------------------------------------|
 DG3450| PID    Reference Object                     Distance      Geod. Az  |
 DG3450|                                                           dddmmss.s |
 DG3450| CZ2909 BV 022 220 AZ MK                                   0881207.7 |
 DG3450|---------------------------------------------------------------------|
 DG3450
 DG3450                          SUPERSEDED SURVEY CONTROL
 DG3450
 DG3450  NAD 83(1994)-  33 37 09.96872(N)    085 15 53.75868(W) AD(       ) 1
 DG3450  NAD 83(1986)-  33 37 09.97187(N)    085 15 53.75425(W) AD(       ) 1
 DG3450  NAD 27      -  33 37 09.58092(N)    085 15 53.92999(W) AD(       ) 1
 DG3450  NGVD 29 (07/19/86)  367.1    (m)         1204.     (f) VERT ANG       
 DG3450
 DG3450.Superseded values are not recommended for survey control.
 DG3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3450.See file dsdata.txt to determine how the superseded data were derived.
 DG3450
 DG3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6095021311(NAD 83)
 DG3450_MARKER: DD = SURVEY DISK
 DG3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3450
 DG3450  HISTORY     - Date     Condition        Report By
 DG3450  HISTORY     - 1973     MONUMENTED       GADT
 DG3450
 DG3450                          STATION DESCRIPTION
 DG3450
 DG3450'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3450'THE STATION IS LOCATED AIRLINE ABOUT 5.5 MILES NORTH OF BOWDON,
 DG3450'5.0 MILES WEST OF MT. ZION, AND 8.5 MILES SOUTH OF TALLAPOOSA ON
 DG3450'COUNTY RIGHT OF WAY.
 DG3450'
 DG3450'TO REACH FROM THE JUNCTION OF STATE ROUTES 100 AND 166 IN BOWDON,
 DG3450'GO NORTH ON STATE ROUTE 100 FOR 3.0 MILES TO INDIAN CREEK CHURCH
 DG3450'ON THE LEFT.  CONTINUE NORTH ON STATE ROUTE 100 FOR 2.9 MILES TO
 DG3450'A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.15 MILES
 DG3450'TO THE STATION ON THE RIGHT AT TOP OF ROADWAY CUT.
 DG3450'
 DG3450'THE STATION IS LOCATED 69.0 FEET SOUTH OF THE CENTER OF THE
 DG3450'ROAD, 22.4 FEET EAST-NORTHEAST OF A RIGHT OF WAY MARKER, 73.3
 DG3450'FEET WEST OF A RIGHT OF WAY MARKER, 146.9 FEET NORTHEAST OF A
 DG3450'UTILITY POLE, 176.4 FEET SOUTHEAST OF RIGHT OF WAY MARKER ON
 DG3450'OPPOSITE SIDE OF ROAD, AND 6.1 FEET SOUTH OF TOP OF ROADWAY
 DG3450'CUT.  THE STATION IS 4.0 FEET SOUTH OF WITNESS POST.
 DG3450'
 DG3450'THE STATION IS A STANDARD DISK, STAMPED 022-220, SET IN A 10-INCH
 DG3450'CYLINDRICAL CONCRETE POST.  THE UNDERGROUND MARK, A STANDARD DISK
 DG3450'STAMPED 022-220, IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8
 DG3450'METERS BELOW THE STATION.
 DG3450'
 DG3450'THE AZIMUTH MARK IS 0.2 MILES EAST OF THE STATION ON THE NORTH
 DG3450'SIDE OF THE ROAD.  TO REACH FROM THE STATION CONTINUE EAST ALONG
 DG3450'THE COUNTY ROAD FOR 0.2 MILES TO THE MARK ON THE LEFT.  THE MARK
 DG3450'IS LOCATED 47.9 FEET NORTH OF THE CENTER OF THE ROAD, 49.0 FEET
 DG3450'NORTHWEST OF THE INTERSECTION OF THE CENTER OF ROAD AND TURN-IN,
 DG3450'26.8 FEET NORTH OF NORTHEAST END OF METAL PIPE UNDER ROAD, AND
 DG3450'3.0 FEET SOUTHWEST OF UTILITY POLE.  THE MARK IS A STANDARD
 DG3450'DISK STAMPED 022-220 AZ MK SET IN CONCRETE POST FLUSH WITH
 DG3450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3385 ***********************************************************************
 DG3385  DESIGNATION -  BV 022 221
 DG3385  PID         -  DG3385
 DG3385  STATE/COUNTY-  GA/CARROLL
 DG3385  USGS QUAD   -  TEMPLE (1982)
 DG3385
 DG3385                         *CURRENT SURVEY CONTROL
 DG3385  ___________________________________________________________________
 DG3385* NAD 83(1994)-  33 37 56.48683(N)    085 05 40.04900(W)     ADJUSTED  
 DG3385* NAVD 88     -       350.4    (meters)    1150.     (feet)  VERTCON   
 DG3385  ___________________________________________________________________
 DG3385  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG3385  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG3385
 DG3385  HORZ ORDER  -  SECOND
 DG3385
 DG3385.The horizontal coordinates were established by classical geodetic methods
 DG3385.and adjusted by the National Geodetic Survey in September 1997..
 DG3385
 DG3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3385
 DG3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3385
 DG3385.The geoid height was determined by GEOID03.
 DG3385
 DG3385;                    North         East     Units Scale Factor Converg.
 DG3385;SPC GA W     -   403,115.204   613,925.841   MT  0.99999131   -0 30 50.0
 DG3385;SPC GA W     - 1,322,553.80  2,014,188.36   sFT  0.99999131   -0 30 50.0
 DG3385;UTM  16      - 3,723,021.883   676,739.832   MT  0.99998511   +1 03 20.5
 DG3385
 DG3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3385!SPC GA W     -   0.99994955  x   0.99999131  =   0.99994086
 DG3385!UTM  16      -   0.99994955  x   0.99998511  =   0.99993466
 DG3385
 DG3385:                Primary Azimuth Mark                     Grid Az
 DG3385:SPC GA W     -  CARROLLTON RAD STA WLBB MAST             164 59 42.9
 DG3385:UTM  16      -  CARROLLTON RAD STA WLBB MAST             163 25 32.4
 DG3385
 DG3385|---------------------------------------------------------------------|
 DG3385| PID    Reference Object                     Distance      Geod. Az  |
 DG3385|                                                           dddmmss.s |
 DG3385| DG3394 CARROLLTON RAD STA WLBB MAST        APPROX. 2.7 KM 1642852.9 |
 DG3385| DG3403 CARROLLTON SOU RWY MICROWAVE        APPROX. 6.4 KM 1661823.1 |
 DG3385| CZ2910 BV 022 221 AZ MK                                   2195940.0 |
 DG3385|---------------------------------------------------------------------|
 DG3385
 DG3385                          SUPERSEDED SURVEY CONTROL
 DG3385
 DG3385  NAD 83(1994)-  33 37 56.48923(N)    085 05 40.05037(W) AD(       ) 2
 DG3385  NAD 83(1986)-  33 37 56.49181(N)    085 05 40.04657(W) AD(       ) 2
 DG3385  NAD 27      -  33 37 56.10291(N)    085 05 40.23593(W) AD(       ) 2
 DG3385  NGVD 29 (07/19/86)  350.3    (m)         1149.     (f) VERT ANG       
 DG3385
 DG3385.Superseded values are not recommended for survey control.
 DG3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3385.See file dsdata.txt to determine how the superseded data were derived.
 DG3385
 DG3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7674023022(NAD 83)
 DG3385_MARKER: DD = SURVEY DISK
 DG3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3385
 DG3385  HISTORY     - Date     Condition        Report By
 DG3385  HISTORY     - 1973     MONUMENTED       GADT
 DG3385
 DG3385                          STATION DESCRIPTION
 DG3385
 DG3385'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3385'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTH-NORTHWEST OF
 DG3385'CARROLLTON, 5.2 MILES EAST OF MT. ZION, AND 6.7 MILES SOUTHEAST OF
 DG3385'BREMEN.
 DG3385'
 DG3385'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 78 AND
 DG3385'U.S. ROUTE 27 IN BREMEN, PROCEED SOUTH ON U.S. ROUTE 27 8.3 MILES
 DG3385'TO THE INTERSECTION OF COUNTY ROAD 301 ON THE LEFT.  TURN LEFT ON
 DG3385'COUNTY ROAD 301 AND PROCEED NORTHEAST FOR 0.75 MILES TO THE
 DG3385'STATION ON THE LEFT SIDE OF THE ROAD.
 DG3385'
 DG3385'THE STATION IS A STANDARD DISK STAMPED 022-221 SET IN A 10-INCH
 DG3385'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3385'UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-221 SET ABOUT 3
 DG3385'FEET BELOW THE SURFACE OF THE GROUND.
 DG3385'
 DG3385'THE STATION IS 18.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 DG3385'301, 12.1 FEET NORTHEAST OF A 30-INCH BLAZED OAK TREE, 3.6 FEET
 DG3385'EAST OF A WITNESS POST, AND 42.7 FEET NORTH OF A 25-INCH OAK TREE.
 DG3385'
 DG3385'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON
 DG3385'COUNTY ROAD 301 FOR 0.3 MILES TO THE STATION ON THE LEFT.
 DG3385'
 DG3385'THE MARK IS A STANDARD DISK STAMPED 022-221 AZI SET IN A 10-INCH
 DG3385'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3385'
 DG3385'THE MARK IS 16.3 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 301,
 DG3385'5.5 FEET NORTHWEST OF UNDERGROUND CABLE BOX 7, AND 5.3 FEET
 DG3385'WEST OF A 10-INCH BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3409 ***********************************************************************
 DG3409  DESIGNATION -  BV 022 222
 DG3409  PID         -  DG3409
 DG3409  STATE/COUNTY-  GA/CARROLL
 DG3409  USGS QUAD   -  BOWDON EAST (1982)
 DG3409
 DG3409                         *CURRENT SURVEY CONTROL
 DG3409  ___________________________________________________________________
 DG3409* NAD 83(1994)-  33 36 24.29796(N)    085 08 35.80078(W)     ADJUSTED  
 DG3409* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 DG3409  ___________________________________________________________________
 DG3409  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG3409  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DG3409
 DG3409  HORZ ORDER  -  SECOND
 DG3409
 DG3409.The horizontal coordinates were established by classical geodetic methods
 DG3409.and adjusted by the National Geodetic Survey in September 1997..
 DG3409
 DG3409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3409
 DG3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3409
 DG3409.The geoid height was determined by GEOID03.
 DG3409
 DG3409;                    North         East     Units Scale Factor Converg.
 DG3409;SPC GA W     -   400,316.695   609,369.687   MT  1.00000123   -0 32 26.1
 DG3409;SPC GA W     - 1,313,372.36  1,999,240.38   sFT  1.00000123   -0 32 26.1
 DG3409;UTM  16      - 3,720,099.729   672,262.107   MT  0.99996584   +1 01 40.5
 DG3409
 DG3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3409!SPC GA W     -   0.99995092  x   1.00000123  =   0.99995215
 DG3409!UTM  16      -   0.99995092  x   0.99996584  =   0.99991676
 DG3409
 DG3409:                Primary Azimuth Mark                     Grid Az
 DG3409:SPC GA W     -  BV 022 222 AZ MK                         104 33 38.7
 DG3409:UTM  16      -  BV 022 222 AZ MK                         102 59 32.1
 DG3409
 DG3409|---------------------------------------------------------------------|
 DG3409| PID    Reference Object                     Distance      Geod. Az  |
 DG3409|                                                           dddmmss.s |
 DG3409| CZ2911 BV 022 222 AZ MK                                   1040112.6 |
 DG3409| DG3401 CARROLLTON METRO COMMUN MAST        APPROX. 7.9 KM 1062123.5 |
 DG3409| DG3400 CARROLLTON BANKHEAD AVE TANK        APPROX. 8.1 KM 1065803.3 |
 DG3409| DG3390 CARROLLTON FIRST BAP CH SPIRE       APPROX. 7.3 KM 1142531.8 |
 DG3409|---------------------------------------------------------------------|
 DG3409
 DG3409                          SUPERSEDED SURVEY CONTROL
 DG3409
 DG3409  NAD 83(1994)-  33 36 24.30005(N)    085 08 35.80182(W) AD(       ) 2
 DG3409  NAD 83(1986)-  33 36 24.30282(N)    085 08 35.79799(W) AD(       ) 2
 DG3409  NAD 27      -  33 36 23.90974(N)    085 08 35.98293(W) AD(       ) 2
 DG3409  NGVD 29 (07/19/86)  341.6    (m)         1121.     (f) VERT ANG       
 DG3409
 DG3409.Superseded values are not recommended for survey control.
 DG3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3409.See file dsdata.txt to determine how the superseded data were derived.
 DG3409
 DG3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7226220100(NAD 83)
 DG3409_MARKER: DD = SURVEY DISK
 DG3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3409
 DG3409  HISTORY     - Date     Condition        Report By
 DG3409  HISTORY     - 1973     MONUMENTED       GADT
 DG3409
 DG3409                          STATION DESCRIPTION
 DG3409
 DG3409'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3409'THE STATION IS LOCATED AIRLINE APPROXIMATELY 3.5 MILES NORTHWEST
 DG3409'OF CARROLLTON, 8.0 MILES SOUTH OF BREMEN, 6.8 MILES NORTH NORTHWEST
 DG3409'OF BOWDON, AND ON THE PROPERTY OF LILLY M. PERRY.
 DG3409'
 DG3409'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 DG3409'ROUTE 166 (ALABAMA ST.) IN CARROLLTON, GO WEST ON ALABAMA ST.,
 DG3409'CARROLL COUNTY ROAD 835, FOR 3.7 MILES TO THE INTERSECTION OF
 DG3409'COUNTY ROAD 216 CROSSING.  CONTINUE ALONG COUNTY ROAD 835 FOR 0.6
 DG3409'MILE TO A DRIVEWAY ON THE RIGHT AT THE RESIDENCE OF LILLY
 DG3409'M. PERRY.  PROCEED UP THE DRIVEWAY AND STRAIGHT AHEAD
 DG3409'APPROXIMATELY 300 FEET TO A GATE LOCATED BETWEEN TWO CHICKEN
 DG3409'HOUSES.  CONTINUE THROUGH THE GATE AND PROCEED AROUND THE NORTH
 DG3409'END OF THE CHICKEN HOUSE ON THE RIGHT IN AN EASTERLY DIRECTION
 DG3409'FOR APPROXIMATELY 0.1 MILE TO THE TOP OF A HILL IN A PASTURE AND
 DG3409'THE STATION.
 DG3409'
 DG3409'THE STATION IS LOCATED 176.6 FEET NORTHWEST FROM A GATE POST NEAR
 DG3409'THE CORNER OF A FENCE, 99.4 FEET NORTH NORTHWEST FROM THE
 DG3409'PROJECTED LINE OF THE FENCE RUNNING NORTHWEST FROM THE GATE, 64.8
 DG3409'FEET NORTHWEST OF THE PROJECTED LINE OF THE FENCE RUNNING
 DG3409'SOUTHEAST WHICH CONTAINS THE GATE, AND 215.3 FEET SOUTHWEST OF THE
 DG3409'FENCE THAT IS RUNNING NORTH NORTHWEST ACROSS THE HILL.
 DG3409'
 DG3409'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY TO LILLY M. PERRYS
 DG3409'RESIDENCE, GO SOUTHEAST ALONG COUNTY ROAD 835 FOR 0.1 MILE TO THE
 DG3409'INTERSECTION OF COUNTY ROAD 217 TO THE LEFT.  TURN LEFT, WEST, AND
 DG3409'PROCEED ALONG COUNTY ROAD 217 FOR 0.25 MILE TO THE MARK ON THE
 DG3409'RIGHT.  THE MARK IS LOCATED ACROSS THE ROAD FROM A GREEN FRAME
 DG3409'HOUSE, 31 FEET SOUTH SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DG3409'42 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD OVER A CULVERT,
 DG3409'AND 147.3 FEET SOUTHWEST OF A POWER POLE BESIDE THE DRIVEWAY
 DG3409'TO THE FRAME HOUSE.
 DG3409'
 DG3409'THE STATION MARK IS A STANDARD DISK STAMPED 022-222 SET IN THE
 DG3409'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3409'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3409'022-222 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.8
 DG3409'METERS BELOW THE SURFACE OF THE GROUND.  THE AZIMUTH MARK IS A
 DG3409'STANDARD DISK STAMPED AZI SET IN A 10 INCH CYLINDRICAL CONCRETE
 DG3409'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3406 ***********************************************************************
 DG3406  DESIGNATION -  BV 022 223 GADT 1973
 DG3406  PID         -  DG3406
 DG3406  STATE/COUNTY-  GA/CARROLL
 DG3406  USGS QUAD   -  CARROLLTON (1982)
 DG3406
 DG3406                         *CURRENT SURVEY CONTROL
 DG3406  ___________________________________________________________________
 DG3406* NAD 83(1994)-  33 36 15.60465(N)    085 02 41.14812(W)     ADJUSTED  
 DG3406* NAVD 88     -       328.7    (meters)    1078.     (feet)  VERTCON   
 DG3406  ___________________________________________________________________
 DG3406  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DG3406  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3406
 DG3406  HORZ ORDER  -  FIRST
 DG3406
 DG3406.The horizontal coordinates were established by classical geodetic methods
 DG3406.and adjusted by the National Geodetic Survey in September 1997..
 DG3406
 DG3406.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3406
 DG3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3406
 DG3406.The geoid height was determined by GEOID03.
 DG3406
 DG3406;                    North         East     Units Scale Factor Converg.
 DG3406;SPC GA W     -   399,966.960   618,509.946   MT  0.99998184   -0 29 09.6
 DG3406;SPC GA W     - 1,312,224.93  2,029,228.05   sFT  0.99998184   -0 29 09.6
 DG3406;UTM  16      - 3,720,000.310   681,408.462   MT  1.00000573   +1 04 56.7
 DG3406
 DG3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3406!SPC GA W     -   0.99995297  x   0.99998184  =   0.99993481
 DG3406!UTM  16      -   0.99995297  x   1.00000573  =   0.99995870
 DG3406
 DG3406:                Primary Azimuth Mark                     Grid Az
 DG3406:SPC GA W     -  CARROLLTON NEWNAN RD TANK                207 18 39.0
 DG3406:UTM  16      -  CARROLLTON NEWNAN RD TANK                205 44 32.7
 DG3406
 DG3406|---------------------------------------------------------------------|
 DG3406| PID    Reference Object                     Distance      Geod. Az  |
 DG3406|                                                           dddmmss.s |
 DG3406| DG3396 CARROLLTON NEWNAN RD TANK           APPROX. 3.4 KM 2064929.4 |
 DG3406| DG3400 CARROLLTON BANKHEAD AVE TANK        APPROX. 2.5 KM 2125743.0 |
 DG3406| DG3394 CARROLLTON RAD STA WLBB MAST        APPROX. 3.9 KM 2775611.4 |
 DG3406|---------------------------------------------------------------------|
 DG3406
 DG3406                          SUPERSEDED SURVEY CONTROL
 DG3406
 DG3406  NAD 83(1994)-  33 36 15.60714(N)    085 02 41.14930(W) AD(       ) 1
 DG3406  NAD 83(1986)-  33 36 15.60963(N)    085 02 41.14563(W) AD(       ) 1
 DG3406  NAD 27      -  33 36 15.21530(N)    085 02 41.34103(W) AD(       ) 1
 DG3406  NGVD 29 (07/19/86)  328.6    (m)         1078.     (f) VERT ANG       
 DG3406
 DG3406.Superseded values are not recommended for survey control.
 DG3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3406.See file dsdata.txt to determine how the superseded data were derived.
 DG3406
 DG3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8140820000(NAD 83)
 DG3406_MARKER: DD = SURVEY DISK
 DG3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3406+STABILITY: SURFACE MOTION
 DG3406
 DG3406  HISTORY     - Date     Condition        Report By
 DG3406  HISTORY     - 1973     MONUMENTED       GADT
 DG3406
 DG3406                          STATION DESCRIPTION
 DG3406
 DG3406'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3406'THE STATION IS LOCATED 2.4 MILES NORTH OF CARROLLTON, 13.1 MILES
 DG3406'NORTHEAST OF BOWDON, AND 11.2 MILES SOUTHWEST OF VILLA RICA ON
 DG3406'THE PROPERTY OF MR. H. W. RICHARDS.
 DG3406'
 DG3406'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 166,
 DG3406'IN CARROLLTON GO EAST ON STATE ROUTE 166 FOR 0.70 MILES TO STATE
 DG3406'ROUTE 16 AND U.S. 27 ALT ON THE RIGHT.  KEEP LEFT ON STATE ROUTE
 DG3406'166 AND GO NORTHEAST FOR 1.70 MILES TO COUNTY ROAD 427 ON THE
 DG3406'LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD 427 FOR 0.65 MILES
 DG3406'TO A FORK IN THE ROAD.  BEAR RIGHT AND CONTINUE NORTH FOR 0.15
 DG3406'MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO ALONG THE
 DG3406'DRIVEWAY, THROUGH A GATE, TO A PASTURE.  GO THROUGH A GATE AND
 DG3406'TAKE AN IMMEDIATE LEFT AND GO PARALLEL WITH A FENCE TO THE
 DG3406'TOP OF A HILL AND THE STATION SITE.  (FROM THE DRIVEWAY TO THE
 DG3406'STATION SITE IS 0.15 MILES.)
 DG3406'
 DG3406'THE STATION IS A STANDARD DISK STAMPED 022-223 AND SET IN A
 DG3406'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3406'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE.  THE
 DG3406'UNDERGROUND MARK WAS STAMPED 022-223.
 DG3406'
 DG3406'THE STATION IS LOCATED 203.0 FEET SOUTHWEST OF AN 18-INCH PINE
 DG3406'TREE, AND 147.6 FEET NORTH OF A FENCE.
 DG3406'
 DG3406'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.  THE
 DG3406'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3298 ***********************************************************************
 DG3298  DESIGNATION -  BV 022 224
 DG3298  PID         -  DG3298
 DG3298  STATE/COUNTY-  GA/CARROLL
 DG3298  USGS QUAD   -  HULETT (1982)
 DG3298
 DG3298                         *CURRENT SURVEY CONTROL
 DG3298  ___________________________________________________________________
 DG3298* NAD 83(1994)-  33 33 24.90674(N)    084 59 25.43333(W)     ADJUSTED  
 DG3298* NAVD 88     -       357.0    (meters)    1171.     (feet)  VERTCON   
 DG3298  ___________________________________________________________________
 DG3298  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DG3298  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG3298
 DG3298  HORZ ORDER  -  FIRST
 DG3298
 DG3298.The horizontal coordinates were established by classical geodetic methods
 DG3298.and adjusted by the National Geodetic Survey in September 1997..
 DG3298
 DG3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3298
 DG3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3298
 DG3298.The geoid height was determined by GEOID03.
 DG3298
 DG3298;                    North         East     Units Scale Factor Converg.
 DG3298;SPC GA W     -   394,666.652   623,513.524   MT  0.99997210   -0 27 19.3
 DG3298;SPC GA W     - 1,294,835.51  2,045,643.95   sFT  0.99997210   -0 27 19.3
 DG3298;UTM  16      - 3,714,838.646   686,555.361   MT  1.00002908   +1 06 40.2
 DG3298
 DG3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3298!SPC GA W     -   0.99994854  x   0.99997210  =   0.99992064
 DG3298!UTM  16      -   0.99994854  x   1.00002908  =   0.99997762
 DG3298
 DG3298:                Primary Azimuth Mark                     Grid Az
 DG3298:SPC GA W     -  BV 022 224 AZ MK                         148 07 43.7
 DG3298:UTM  16      -  BV 022 224 AZ MK                         146 33 44.2
 DG3298
 DG3298|---------------------------------------------------------------------|
 DG3298| PID    Reference Object                     Distance      Geod. Az  |
 DG3298|                                                           dddmmss.s |
 DG3298| CZ2912 BV 022 224 AZ MK                                   1474024.4 |
 DG3298|---------------------------------------------------------------------|
 DG3298
 DG3298                          SUPERSEDED SURVEY CONTROL
 DG3298
 DG3298  NAD 83(1994)-  33 33 24.90956(N)    084 59 25.43442(W) AD(       ) 1
 DG3298  NAD 83(1986)-  33 33 24.91201(N)    084 59 25.43120(W) AD(       ) 1
 DG3298  NAD 27      -  33 33 24.51219(N)    084 59 25.64403(W) AD(       ) 1
 DG3298  NGVD 29 (07/19/86)  356.9    (m)         1171.     (f) VERT ANG       
 DG3298
 DG3298.Superseded values are not recommended for survey control.
 DG3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3298.See file dsdata.txt to determine how the superseded data were derived.
 DG3298
 DG3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8655514839(NAD 83)
 DG3298_MARKER: DD = SURVEY DISK
 DG3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3298
 DG3298  HISTORY     - Date     Condition        Report By
 DG3298  HISTORY     - 1973     MONUMENTED       GADT
 DG3298
 DG3298                          STATION DESCRIPTION
 DG3298
 DG3298'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3298'THE STATION IS LOCATED 5.1 MILES SOUTHEAST OF CARROLLTON, 6.1 MILES
 DG3298'NORTHWEST OF WHITESBURG, AND 10.5 MILES NORTHEAST OF ROOPVILLE.
 DG3298'
 DG3298'TO REACH FROM THE POST OFFICE IN CARROLLTON, GO EAST ON U.S. 27
 DG3298'(STATE ROUTE 16) FOR 0.30 MILES TO U.S. 27 ALT (STATE ROUTE 166)
 DG3298'ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON U.S. 27 ALT (STATE
 DG3298'ROUTE 166) FOR 2.9 MILES TO COUNTY ROAD 24 ON THE LEFT.  TURN
 DG3298'LEFT AND GO EAST, THEN NORTHEAST, ON COUNTY ROAD 24 FOR 1.0 MILES
 DG3298'TO A COUNTY ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 DG3298'COUNTY ROAD FOR 0.20 MILES TO A FORK.  BEAR LEFT AND GO
 DG3298'EAST-SOUTHEAST ON THE COUNTY ROAD FOR 1.7 MILES TO THE STATION
 DG3298'ON THE RIGHT IN A FIELD.
 DG3298'
 DG3298'THE STATION IS A STANDARD DISK STAMPED 022-224 AND SET IN A
 DG3298'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3298'UNDERGROUND MARK, STAMPED 022-224, WAS SET APPROXIMATELY 0.90
 DG3298'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3298'
 DG3298'THE STATION IS LOCATED 285.0 FEET SOUTHWEST OF THE INTERSECTION
 DG3298'OF THE CENTERLINES OF THE TWO COUNTY ROADS, 291.2 FEET SOUTHWEST
 DG3298'OF A POWER POLE, 55.1 FEET NORTHWEST OF A TERRACE, 80.0 FEET
 DG3298'SOUTHEAST OF A POWER POLE, AND 68.9 FEET SOUTH-SOUTHEAST OF A
 DG3298'POWER POLE, 5.4 FEET SOUTH OF A WITNESS POST.
 DG3298'
 DG3298'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST ON
 DG3298'THE COUNTY ROAD FOR 0.05 MILES TO A COUNTY ROAD ON THE RIGHT.  TURN
 DG3298'RIGHT AND GO SOUTH ON THE COUNTY ROAD FOR 0.25 MILES TO THE MARK
 DG3298'ON THE LEFT.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN
 DG3298'A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS
 DG3298'LOCATED 115.1 FEET SOUTHEAST OF A POWER POLE, 15.1 FEET EAST OF
 DG3298'THE CENTERLINE OF THE COUNTY ROAD, AND 162.5 FEET
 DG3298'NORTH-NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3411 ***********************************************************************
 DG3411  DESIGNATION -  BV 022 225
 DG3411  PID         -  DG3411
 DG3411  STATE/COUNTY-  GA/CARROLL
 DG3411  USGS QUAD   -  BOWDON EAST (1982)
 DG3411
 DG3411                         *CURRENT SURVEY CONTROL
 DG3411  ___________________________________________________________________
 DG3411* NAD 83(1994)-  33 32 26.58139(N)    085 08 23.86195(W)     ADJUSTED  
 DG3411* NAVD 88     -       328.7    (meters)    1078.     (feet)  VERTCON   
 DG3411  ___________________________________________________________________
 DG3411  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DG3411  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3411
 DG3411  HORZ ORDER  -  FIRST
 DG3411
 DG3411.The horizontal coordinates were established by classical geodetic methods
 DG3411.and adjusted by the National Geodetic Survey in September 1997..
 DG3411
 DG3411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3411
 DG3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3411
 DG3411.The geoid height was determined by GEOID03.
 DG3411
 DG3411;                    North         East     Units Scale Factor Converg.
 DG3411;SPC GA W     -   392,990.152   609,608.652   MT  1.00000070   -0 32 16.1
 DG3411;SPC GA W     - 1,289,335.19  2,000,024.39   sFT  1.00000070   -0 32 16.1
 DG3411;UTM  16      - 3,712,782.713   672,701.338   MT  0.99996772   +1 01 40.7
 DG3411
 DG3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3411!SPC GA W     -   0.99995297  x   1.00000070  =   0.99995367
 DG3411!UTM  16      -   0.99995297  x   0.99996772  =   0.99992069
 DG3411
 DG3411:                Primary Azimuth Mark                     Grid Az
 DG3411:SPC GA W     -  CARROLLTON CABLE TV MAST                 082 52 08.2
 DG3411:UTM  16      -  CARROLLTON CABLE TV MAST                 081 18 11.4
 DG3411
 DG3411|---------------------------------------------------------------------|
 DG3411| PID    Reference Object                     Distance      Geod. Az  |
 DG3411|                                                           dddmmss.s |
 DG3411| DG3395 CARROLLTON CABLE TV MAST            APPROX. 1.9 KM 0821952.1 |
 DG3411| CZ2913 BV 022 225 AZ MK                                   1424758.2 |
 DG3411|---------------------------------------------------------------------|
 DG3411
 DG3411                          SUPERSEDED SURVEY CONTROL
 DG3411
 DG3411  NAD 83(1994)-  33 32 26.58341(N)    085 08 23.86330(W) AD(       ) 1
 DG3411  NAD 83(1986)-  33 32 26.58636(N)    085 08 23.85923(W) AD(       ) 1
 DG3411  NAD 27      -  33 32 26.18919(N)    085 08 24.05333(W) AD(       ) 1
 DG3411  NGVD 29 (07/19/86)  328.6    (m)         1078.     (f) VERT ANG       
 DG3411
 DG3411.Superseded values are not recommended for survey control.
 DG3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3411.See file dsdata.txt to determine how the superseded data were derived.
 DG3411
 DG3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7270112783(NAD 83)
 DG3411_MARKER: DD = SURVEY DISK
 DG3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3411_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3411
 DG3411  HISTORY     - Date     Condition        Report By
 DG3411  HISTORY     - 1973     MONUMENTED       GADT
 DG3411
 DG3411                          STATION DESCRIPTION
 DG3411
 DG3411'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3411'THE STATION IS LOCATED AIRLINE ABOUT 4.5 MILES SOUTHWEST OF
 DG3411'CARROLLTON, 6.0 MILES EAST OF BOWDON, AND 5.5 MILES NORTH OF
 DG3411'ROOPVILLE.
 DG3411'
 DG3411'TO REACH FROM THE JUNCTION OF U.S. 27 AND STATE ROUTE 166 EAST
 DG3411'IN CARROLLTON, GO SOUTH ON U.S. 27 AND STATE ROUTE 166 FOR 0.4
 DG3411'MILES TO THE JUNCTION OF U.S. 27 AND STATE ROUTE 166 ON THE
 DG3411'RIGHT.  TURN RIGHT ONTO RAMP AND FOLLOW STATE ROUTE 166 FOR 0.15
 DG3411'TO JUNCTION OF SOUTH STREET.  TURN LEFT ON SOUTH STREET, WHICH
 DG3411'IS ALSO STATE ROUTE 166, AND GO WEST 0.9 MILES TO WEST GEORGIA
 DG3411'COLLEGE ON THE RIGHT.  CONTINUE WEST ON STATE ROUTE 166 FOR
 DG3411'1.45 MILES TO PAVED COUNTY ROAD 90838 ON THE LEFT AT SIGN
 DG3411'COLONIAL ESTATES.  TURN LEFT AND GO SOUTHWEST FOR 2.0 MILES
 DG3411'TO TALLAPOOSA CHURCH ON THE RIGHT.  CONTINUE SOUTHWEST FOR 0.2
 DG3411'MILES TO A PAVED ROAD LEFT AND THE STATION IN THE SOUTH CORNER
 DG3411'OF THE INTERSECTION.
 DG3411'
 DG3411'THE STATION IS LOCATED 76.0 FEET SOUTHEAST OF THE CENTER OF
 DG3411'COUNTY ROAD 90838, 86.6 FEET SOUTH OF THE INTERSECTION OF THE
 DG3411'CENTERS OF THE PAVED ROADS, 76.0 FEET SOUTH OF A BURIED CABLE
 DG3411'MARKER, 30.7 FEET SOUTHWEST OF THE CENTER OF PAVED ROAD SOUTHEAST,
 DG3411'4.4 FEET SOUTH-SOUTHEAST OF UTILITY POLE, 17.4 FEET EAST OF
 DG3411'FENCE CORNER, AND 5.0 FEET NORTHEAST OF WITNESS POST IN
 DG3411'FENCELINE.
 DG3411'
 DG3411'THE STATION IS A STANDARD DISK, STAMPED 022-225, SET IN A 10-INCH
 DG3411'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 DG3411'MARK, A STANDARD DISK STAMPED 022-225, IS SET IN AN IRREGULAR MASS
 DG3411'OF CONCRETE ABOUT 0.9 METERS BELOW THE STATION.
 DG3411'
 DG3411'THE AZIMUTH MARK IS ABOUT 0.3 MILES SOUTHEAST OF THE
 DG3411'STATION.  TO REACH FROM THE STATION GO SOUTHEAST ON PAVED ROAD
 DG3411'FOR 0.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 29.0
 DG3411'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 17.0 FEET WEST OF
 DG3411'NORTHWEST END OF CONCRETE PIPE UNDER DIRT DRIVE, 81.0 FEET
 DG3411'NORTH-NORTHWEST OF CORNER OF HOUSE, AND 34.9 FEET
 DG3411'SOUTH-SOUTHEAST OF FENCE CORNER.  THE MARK IS A STANDARD DISK
 DG3411'STAMPED 022-225 AZI SET IN A 10-INCH POST FLUSH WITH GROUND.
 DG3411'
 DG3411'THE STATION IS ALSO LOCATED 5.0 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3511 ***********************************************************************
 DG3511  DESIGNATION -  BV 022 226
 DG3511  PID         -  DG3511
 DG3511  STATE/COUNTY-  GA/CARROLL
 DG3511  USGS QUAD   -  ROOPVILLE (1982)
 DG3511
 DG3511                         *CURRENT SURVEY CONTROL
 DG3511  ___________________________________________________________________
 DG3511* NAD 83(1994)-  33 29 47.78637(N)    085 08 41.86906(W)     ADJUSTED  
 DG3511* NAVD 88     -       345.1    (meters)    1132.     (feet)  VERTCON   
 DG3511  ___________________________________________________________________
 DG3511  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DG3511  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3511
 DG3511  HORZ ORDER  -  FIRST
 DG3511
 DG3511.The horizontal coordinates were established by classical geodetic methods
 DG3511.and adjusted by the National Geodetic Survey in September 1997..
 DG3511
 DG3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3511
 DG3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3511
 DG3511.The geoid height was determined by GEOID03.
 DG3511
 DG3511;                    North         East     Units Scale Factor Converg.
 DG3511;SPC GA W     -   388,102.359   609,097.962   MT  1.00000184   -0 32 23.8
 DG3511;SPC GA W     - 1,273,299.16  1,998,348.90   sFT  1.00000184   -0 32 23.8
 DG3511;UTM  16      - 3,707,882.964   672,324.332   MT  0.99996612   +1 01 26.5
 DG3511
 DG3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3511!SPC GA W     -   0.99995040  x   1.00000184  =   0.99995224
 DG3511!UTM  16      -   0.99995040  x   0.99996612  =   0.99991652
 DG3511
 DG3511:                Primary Azimuth Mark                     Grid Az
 DG3511:SPC GA W     -  BV 022 226 AZ MK                         239 56 05.3
 DG3511:UTM  16      -  BV 022 226 AZ MK                         238 22 15.0
 DG3511
 DG3511|---------------------------------------------------------------------|
 DG3511| PID    Reference Object                     Distance      Geod. Az  |
 DG3511|                                                           dddmmss.s |
 DG3511| CZ2914 BV 022 226 AZ MK                                   2392341.5 |
 DG3511| DG3451 BOWDON INVESTMENT CO TANK           APPROX.10.8 KM 2935155.6 |
 DG3511| DG3408 BOWDON MUNICIPAL TANK               APPROX.10.8 KM 2953635.0 |
 DG3511|---------------------------------------------------------------------|
 DG3511
 DG3511                          SUPERSEDED SURVEY CONTROL
 DG3511
 DG3511  NAD 83(1994)-  33 29 47.78783(N)    085 08 41.87065(W) AD(       ) 1
 DG3511  NAD 83(1986)-  33 29 47.79141(N)    085 08 41.86594(W) AD(       ) 1
 DG3511  NAD 27      -  33 29 47.38488(N)    085 08 42.06556(W) AD(       ) 1
 DG3511  NGVD 29 (07/19/86)  345.0    (m)         1132.     (f) VERT ANG       
 DG3511
 DG3511.Superseded values are not recommended for survey control.
 DG3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3511.See file dsdata.txt to determine how the superseded data were derived.
 DG3511
 DG3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7232407883(NAD 83)
 DG3511_MARKER: DD = SURVEY DISK
 DG3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3511
 DG3511  HISTORY     - Date     Condition        Report By
 DG3511  HISTORY     - 1973     MONUMENTED       GADT
 DG3511
 DG3511                          STATION DESCRIPTION
 DG3511
 DG3511'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3511'THE STATION IS LOCATED AIRLINE APPROXIMATELY 7.0 MILES SOUTHWEST
 DG3511'OF CARROLLTON, 2.8 MILES NORTH-NORTHWEST OF ROOPVILLE, AND 9.0
 DG3511'MILES SOUTHEAST OF BOWDON, ON CARROLL COUNTY ROAD RIGHT OF WAY.
 DG3511'
 DG3511'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 27 AND
 DG3511'STATE ROUTE 5 IN ROOPVILLE, PROCEED WEST ON STATE ROUTE 5 FOR
 DG3511'1.0 MILES TO CARROLL COUNTY ROAD 12 ON THE RIGHT.  TURN RIGHT AND
 DG3511'PROCEED NORTH ON COUNTY ROAD 12 FOR 1.35 MILES TO A COUNTY ROAD
 DG3511'ON THE LEFT.  CONTINUE NORTH ON COUNTY ROAD 12 FOR 0.7 MILES TO
 DG3511'A CROSS ROADS.  TURN LEFT AND PROCEED WEST FOR 0.7 MILES TO THE
 DG3511'STATION ON THE LEFT NEXT TO A FENCE.
 DG3511'
 DG3511'THE STATION IS A STANDARD DISK STAMPED 022-226 SET IN A 10-INCH
 DG3511'CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS
 DG3511'STAMPED 022-226 AND SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DG3511'2.2 FEET BELOW THE SURFACE OF THE GROUND.
 DG3511'
 DG3511'THE STATION IS 2.3 FEET NORTH OF A WITNESS POST, IN THE FENCE
 DG3511'LINE, AND 32.5 FEET SOUTH OF THE COUNTY ROAD CENTERLINE.
 DG3511'
 DG3511'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON THE
 DG3511'COUNTY ROAD FOR 0.2 MILES TO A T INTERSECTION.  TURN LEFT AND
 DG3511'PROCEED SOUTHWEST FOR 0.25 MILES TO THE MARK ON THE LEFT AT A
 DG3511'CORNER FENCE POST.
 DG3511'
 DG3511'THE MARK IS A STANDARD DISK STAMPED 022-226 AZI SET IN A CONCRETE
 DG3511'POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3511'
 DG3511'THE MARK IS 3.3 FEET NORTHWEST OF THE CORNER FENCE POST, AND 30.2
 DG3511'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3510 ***********************************************************************
 DG3510  DESIGNATION -  BV 022 227
 DG3510  PID         -  DG3510
 DG3510  STATE/COUNTY-  GA/CARROLL
 DG3510  USGS QUAD   -  ROOPVILLE (1982)
 DG3510
 DG3510                         *CURRENT SURVEY CONTROL
 DG3510  ___________________________________________________________________
 DG3510* NAD 83(1994)-  33 28 06.07697(N)    085 11 51.39830(W)     ADJUSTED  
 DG3510* NAVD 88     -       367.0    (meters)    1204.     (feet)  VERTCON   
 DG3510  ___________________________________________________________________
 DG3510  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG3510  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3510
 DG3510  HORZ ORDER  -  FIRST
 DG3510
 DG3510.The horizontal coordinates were established by classical geodetic methods
 DG3510.and adjusted by the National Geodetic Survey in September 1997..
 DG3510
 DG3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3510
 DG3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3510
 DG3510.The geoid height was determined by GEOID03.
 DG3510
 DG3510;                    North         East     Units Scale Factor Converg.
 DG3510;SPC GA W     -   385,016.233   604,174.762   MT  1.00001317   -0 34 06.9
 DG3510;SPC GA W     - 1,263,174.09  1,982,196.70   sFT  1.00001317   -0 34 06.9
 DG3510;UTM  16      - 3,704,663.834   667,487.411   MT  0.99994585   +0 59 39.1
 DG3510
 DG3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3510!SPC GA W     -   0.99994696  x   1.00001317  =   0.99996013
 DG3510!UTM  16      -   0.99994696  x   0.99994585  =   0.99989282
 DG3510
 DG3510:                Primary Azimuth Mark                     Grid Az
 DG3510:SPC GA W     -  BV 022 227 AZ MK                         026 33 28.0
 DG3510:UTM  16      -  BV 022 227 AZ MK                         024 59 42.0
 DG3510
 DG3510|---------------------------------------------------------------------|
 DG3510| PID    Reference Object                     Distance      Geod. Az  |
 DG3510|                                                           dddmmss.s |
 DG3510| CZ2915 BV 022 227 AZ MK                                   0255921.1 |
 DG3510|---------------------------------------------------------------------|
 DG3510
 DG3510                          SUPERSEDED SURVEY CONTROL
 DG3510
 DG3510  NAD 83(1994)-  33 28 06.07826(N)    085 11 51.39956(W) AD(       ) 1
 DG3510  NAD 83(1986)-  33 28 06.08189(N)    085 11 51.39490(W) AD(       ) 1
 DG3510  NAD 27      -  33 28 05.67479(N)    085 11 51.58911(W) AD(       ) 1
 DG3510  NGVD 29 (07/19/86)  366.9    (m)         1204.     (f) VERT ANG       
 DG3510
 DG3510.Superseded values are not recommended for survey control.
 DG3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3510.See file dsdata.txt to determine how the superseded data were derived.
 DG3510
 DG3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6748704664(NAD 83)
 DG3510_MARKER: DD = SURVEY DISK
 DG3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3510
 DG3510  HISTORY     - Date     Condition        Report By
 DG3510  HISTORY     - 1973     MONUMENTED       GADT
 DG3510
 DG3510                          STATION DESCRIPTION
 DG3510
 DG3510'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3510'THE STATION IS LOCATED AIRLINE ABOUT 5.0 MILES SOUTHEAST OF
 DG3510'BOWDON, 4.0 MILES WEST OF ROOPVILLE, AND 5.5 MILES EAST OF THE
 DG3510'GEORGIA-ALABAMA STATE LINE, ON CARROLL COUNTY SCHOOL PROPERTY.
 DG3510'
 DG3510'TO REACH FROM THE JUNCTION OF STATE ROUTES 166 AND 100 IN
 DG3510'BOWDON, GO SOUTH ON STATE ROUTE 100 FOR 0.4 MILES TO A FORK AT
 DG3510'TRAFFIC LIGHT.  TAKE LEFT FORK, TYUS ROAD, (RIGHT FORK IS STATE
 DG3510'ROUTE 100), AND GO SOUTHEAST FOR 0.45 MILES TO A TRAFFIC LIGHT
 DG3510'AT CROSSROADS.  KEEP STRAIGHT AHEAD AND CONTINUE SOUTHEASTERLY
 DG3510'FOR 5.35 MILES TO CROSSROADS AND JUNCTION OF STATE ROUTE 5.
 DG3510'TURN LEFT ON STATE ROUTE 5 AND GO EAST FOR 0.25 MILES TO COUNTY
 DG3510'ROAD 90838 ON THE LEFT.  TURN LEFT AND GO NORTH ON COUNTY ROAD
 DG3510'90838 FOR 0.1 MILES TO BRICK SCHOOL HOUSE ON THE RIGHT AND THE
 DG3510'STATION IN THE LAWN.
 DG3510'
 DG3510'THE STATION IS LOCATED 108.5 FEET EAST OF THE CENTER OF COUNTY
 DG3510'ROAD 90838, 60.1 FEET EAST-NORTHEAST OF UTILITY POLE, 142.2 FEET
 DG3510'SOUTHEAST OF UTILITY POLE, 29.7 FEET WEST-NORTHWEST OF UTILITY
 DG3510'POLE, 28.3 FEET NORTH-NORTHEAST OF UTILITY POLE, 63.8 FEET
 DG3510'SOUTH-SOUTHWEST OF FLAGPOLE, 78.8 FEET WEST OF SOUTHWEST CORNER
 DG3510'OF BRICK SCHOOL BUILDING, 105.9 FEET NORTHWEST OF NORTHWEST
 DG3510'CORNER OF FRAME SCHOOL BUILDING, AND 3.1 FEET SOUTH OF WITNESS
 DG3510'POST.
 DG3510'
 DG3510'THE STATION IS A STANDARD DISK, STAMPED 022-227, SET IN A
 DG3510'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH GROUND SURFACE.  THE
 DG3510'UNDERGROUND MARK, A STANDARD DISK STAMPED 022-227, IS SET IN AN
 DG3510'IRREGULAR MASS OF CONCRETE ABOUT 0.9 METERS BELOW THE STATION.
 DG3510'
 DG3510'THE AZIMUTH MARK IS ABOUT 0.2 MILES NORTH OF THE STATION ON THE
 DG3510'EAST SIDE OF THE ROAD.  TO REACH FROM THE STATION GO NORTH ON
 DG3510'COUNTY ROAD 90838 FOR 0.2 MILES TO THE MARK ON THE RIGHT.  THE
 DG3510'MARK IS LOCATED 37.0 FEET EAST OF THE CENTER OF COUNTY ROAD 90838,
 DG3510'78.0 FEET NORTHEAST OF A TRIANGLE BLAZED 10-INCH PINE, 62.3 FEET
 DG3510'EAST OF FENCELINE ON WEST SIDE OF ROAD, 19.0 FEET SOUTH OF A
 DG3510'12-INCH PINE, 21.0 FEET NORTHWEST OF AN 8-INCH PINE, AND 10.5
 DG3510'FEET NORTH OF DITCH.  THE MARK IS A STANDARD DISK, STAMPED
 DG3510'022-227 AZI, SET IN CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3413 ***********************************************************************
 DG3413  DESIGNATION -  BV 022 228 GADT 1973
 DG3413  PID         -  DG3413
 DG3413  STATE/COUNTY-  GA/CARROLL
 DG3413  USGS QUAD   -  BOWDON EAST (1982)
 DG3413
 DG3413                         *CURRENT SURVEY CONTROL
 DG3413  ___________________________________________________________________
 DG3413* NAD 83(1994)-  33 30 15.09550(N)    085 13 08.91946(W)     ADJUSTED  
 DG3413* NAVD 88     -       338.6    (meters)    1111.     (feet)  VERTCON   
 DG3413  ___________________________________________________________________
 DG3413  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DG3413  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3413
 DG3413  HORZ ORDER  -  SECOND
 DG3413
 DG3413.The horizontal coordinates were established by classical geodetic methods
 DG3413.and adjusted by the National Geodetic Survey in September 1997..
 DG3413
 DG3413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3413
 DG3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3413
 DG3413.The geoid height was determined by GEOID03.
 DG3413
 DG3413;                    North         East     Units Scale Factor Converg.
 DG3413;SPC GA W     -   389,011.130   602,213.431   MT  1.00001785   -0 34 51.6
 DG3413;SPC GA W     - 1,276,280.68  1,975,761.90   sFT  1.00001785   -0 34 51.6
 DG3413;UTM  16      - 3,708,603.437   665,417.961   MT  0.99993736   +0 58 59.7
 DG3413
 DG3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3413!SPC GA W     -   0.99995142  x   1.00001785  =   0.99996927
 DG3413!UTM  16      -   0.99995142  x   0.99993736  =   0.99988878
 DG3413
 DG3413:                Primary Azimuth Mark                     Grid Az
 DG3413:SPC GA W     -  BLACK JACK 4                             210 18 31.6
 DG3413:UTM  16      -  BLACK JACK 4                             208 44 40.3
 DG3413
 DG3413|---------------------------------------------------------------------|
 DG3413| PID    Reference Object                     Distance      Geod. Az  |
 DG3413|                                                           dddmmss.s |
 DG3413| DG3583 BLACK JACK 4                        APPROX. 8.8 KM 2094340.0 |
 DG3413| DG3451 BOWDON INVESTMENT CO TANK           APPROX. 4.6 KM 3193742.0 |
 DG3413| DG3412 BOWDON N MUN TANK                   APPROX. 4.8 KM 3231646.7 |
 DG3413| DG3408 BOWDON MUNICIPAL TANK               APPROX. 4.8 KM 3231950.4 |
 DG3413|---------------------------------------------------------------------|
 DG3413
 DG3413                          SUPERSEDED SURVEY CONTROL
 DG3413
 DG3413  NAD 83(1994)-  33 30 15.09685(N)    085 13 08.92081(W) AD(       ) 2
 DG3413  NAD 83(1986)-  33 30 15.10035(N)    085 13 08.91580(W) AD(       ) 2
 DG3413  NAD 27      -  33 30 14.69811(N)    085 13 09.10528(W) AD(       ) 2
 DG3413  NGVD 29 (07/19/86)  338.5    (m)         1111.     (f) VERT ANG       
 DG3413
 DG3413.Superseded values are not recommended for survey control.
 DG3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3413.See file dsdata.txt to determine how the superseded data were derived.
 DG3413
 DG3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6541808603(NAD 83)
 DG3413_MARKER: DD = SURVEY DISK
 DG3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3413+STABILITY: SURFACE MOTION
 DG3413
 DG3413  HISTORY     - Date     Condition        Report By
 DG3413  HISTORY     - 1973     MONUMENTED       GADT
 DG3413
 DG3413                          STATION DESCRIPTION
 DG3413
 DG3413'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3413'THE STATION IS LOCATED AIRLINE ABOUT 3.0 MILES SOUTHEAST OF
 DG3413'BOWDON, 6.0 MILES NORTHWEST OF ROOPVILLE, AND 9.8 MILES SOUTHWEST
 DG3413'OF CARROLLTON ON THE RIGHT OF WAY OF CARROLL COUNTY ROAD 1613.
 DG3413'
 DG3413'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 100 AND
 DG3413'STATE ROUTE 166 IN BOWDON, GO SOUTH ON STATE ROUTE 100 FOR 0.45
 DG3413'MILE TO CARROLL COUNTY ROAD 844 ON THE LEFT.  TURN LEFT AND GO
 DG3413'SOUTHEAST ON COUNTY ROAD 844 FOR 1.85 MILES TO THE LITTLE
 DG3413'TALLAPOOSA RIVER, CONTINUE AHEAD ON COUNTY ROAD 844 FOR 1.05
 DG3413'MILES TO A CROSSROAD, CONTINUE ON COUNTY ROAD 844 FOR 0.20 MILE
 DG3413'TO CARROLL COUNTY ROAD 1613 ON THE LEFT THAT COMES IN FROM
 DG3413'A SHARP ANGLE FROM BEHIND.  TURN LEFT AND GO NORTH FOR 0.20
 DG3413'MILE TO THE STATION ON THE LEFT AT THE INTERSECTION OF A DIRT
 DG3413'ROAD ON THE LEFT.  THE STATION IS LOCATED IN THE NORTHWEST
 DG3413'CORNER OF THE INTERSECTION.
 DG3413'
 DG3413'THE STATION IS A STANDARD DISK STAMPED 022-228, SET IN A 10 INCH
 DG3413'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3413'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-228,
 DG3413'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER BELOW THE
 DG3413'SURFACE OF THE GROUND.  IT IS LOCATED 56.4 FEET WEST OF A FENCE
 DG3413'THAT IS DIRECTLY ACROSS THE ROAD FROM THE MARK, 115.5 FEET NORTH
 DG3413'OF A 24 INCH OAK TREE, 75.4 FEET NORTHEAST OF A 24 INCH OAK
 DG3413'TREE, AND 2.7 FEET NORTHWEST OF A WITNESS POST.
 DG3413'
 DG3413'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3413'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3448 ***********************************************************************
 DG3448  DESIGNATION -  BV 022 229 GADT 1973
 DG3448  PID         -  DG3448
 DG3448  STATE/COUNTY-  GA/CARROLL
 DG3448  USGS QUAD   -  BOWDON WEST (1980)
 DG3448
 DG3448                         *CURRENT SURVEY CONTROL
 DG3448  ___________________________________________________________________
 DG3448* NAD 83(1994)-  33 31 09.59565(N)    085 15 36.00664(W)     ADJUSTED  
 DG3448* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 DG3448  ___________________________________________________________________
 DG3448  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DG3448  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG3448
 DG3448  HORZ ORDER  -  SECOND
 DG3448
 DG3448.The horizontal coordinates were established by classical geodetic methods
 DG3448.and adjusted by the National Geodetic Survey in September 1997..
 DG3448
 DG3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3448
 DG3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3448
 DG3448.The geoid height was determined by GEOID03.
 DG3448
 DG3448;                    North         East     Units Scale Factor Converg.
 DG3448;SPC GA W     -   390,729.441   598,434.836   MT  1.00002714   -0 36 13.7
 DG3448;SPC GA W     - 1,281,918.17  1,963,364.96   sFT  1.00002714   -0 36 13.7
 DG3448;UTM  16      - 3,710,217.789   661,594.214   MT  0.99992194   +0 57 39.8
 DG3448
 DG3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3448!SPC GA W     -   0.99995144  x   1.00002714  =   0.99997858
 DG3448!UTM  16      -   0.99995144  x   0.99992194  =   0.99987339
 DG3448
 DG3448:                Primary Azimuth Mark                     Grid Az
 DG3448:SPC GA W     -  BOWDON                                   291 20 24.4
 DG3448:UTM  16      -  BOWDON                                   289 46 30.9
 DG3448
 DG3448|---------------------------------------------------------------------|
 DG3448| PID    Reference Object                     Distance      Geod. Az  |
 DG3448|                                                           dddmmss.s |
 DG3448| DG3447 BOWDON                              APPROX. 5.5 KM 2904410.7 |
 DG3448|---------------------------------------------------------------------|
 DG3448
 DG3448                          SUPERSEDED SURVEY CONTROL
 DG3448
 DG3448  NAD 83(1994)-  33 31 09.59678(N)    085 15 36.00810(W) AD(       ) 2
 DG3448  NAD 83(1986)-  33 31 09.60057(N)    085 15 36.00282(W) AD(       ) 2
 DG3448  NAD 27      -  33 31 09.20026(N)    085 15 36.18854(W) AD(       ) 2
 DG3448  NGVD 29 (07/19/86)  338.3    (m)         1110.     (f) VERT ANG       
 DG3448
 DG3448.Superseded values are not recommended for survey control.
 DG3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3448.See file dsdata.txt to determine how the superseded data were derived.
 DG3448
 DG3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6159410218(NAD 83)
 DG3448_MARKER: DD = SURVEY DISK
 DG3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3448+STABILITY: SURFACE MOTION
 DG3448
 DG3448  HISTORY     - Date     Condition        Report By
 DG3448  HISTORY     - 1973     MONUMENTED       GADT
 DG3448
 DG3448                          STATION DESCRIPTION
 DG3448
 DG3448'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3448'THE STATION IS LOCATED AIRLINE ABOUT 1.5 MILES SOUTH OF BOWDON,
 DG3448'11.5 MILES WEST-SOUTHWEST OF CARROLLTON, AND 3.0 MILES EAST OF THE
 DG3448'GEORGIA-ALABAMA STATE LINE, ON THE RIGHT OF WAY OF STATE ROUTE 100.
 DG3448'
 DG3448'TO REACH FROM THE JUNCTION OF STATE ROUTES 100 AND 166 IN BOWDON,
 DG3448'GO SOUTH ON STATE ROUTE 100 FOR 1.4 MILES TO A PAVED ROAD LEFT AND
 DG3448'THE STATION ON THE RIGHT.
 DG3448'
 DG3448'THE STATION IS LOCATED 28.0 FEET NORTHWEST OF THE CENTER OF
 DG3448'STATE ROUTE 100, 115.3 FEET NORTHEAST OF A UTILITY POLE, 72.7 FEET
 DG3448'SOUTHEAST OF A 40-INCH TRIANGLE BLAZED TWIN OAK, 53.1 FEET
 DG3448'SOUTHEAST OF A 12-INCH TRIANGLE BLAZED OAK, 55.0 FEET NORTHWEST
 DG3448'OF THE INTERSECTION OF THE CENTERLINES OF STATE ROUTE 100 AND
 DG3448'PAVED ROAD SOUTHEAST, AND 4.4 FEET SOUTHWEST OF WITNESS POST.
 DG3448'
 DG3448'THE STATION IS A STANDARD DISK, STAMPED 022-229, SET IN A 12-INCH
 DG3448'CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE UNDERGROUND MARK,
 DG3448'A STANDARD DISK STAMPED 022-229, IS SET IN AN IRREGULAR MASS OF
 DG3448'CONCRETE ABOUT 0.9 METERS BELOW THE STATION.
 DG3448'
 DG3448'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3448'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3582 ***********************************************************************
 DG3582  DESIGNATION -  BV 022 230
 DG3582  PID         -  DG3582
 DG3582  STATE/COUNTY-  GA/CARROLL
 DG3582  USGS QUAD   -  GRAHAM (1969)
 DG3582
 DG3582                         *CURRENT SURVEY CONTROL
 DG3582  ___________________________________________________________________
 DG3582* NAD 83(1994)-  33 28 34.96537(N)    085 16 06.50519(W)     ADJUSTED  
 DG3582* NAVD 88     -       327.9    (meters)    1076.     (feet)  VERTCON   
 DG3582  ___________________________________________________________________
 DG3582  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DG3582  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3582
 DG3582  HORZ ORDER  -  SECOND
 DG3582
 DG3582.The horizontal coordinates were established by classical geodetic methods
 DG3582.and adjusted by the National Geodetic Survey in September 1997..
 DG3582
 DG3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3582
 DG3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3582
 DG3582.The geoid height was determined by GEOID03.
 DG3582
 DG3582;                    North         East     Units Scale Factor Converg.
 DG3582;SPC GA W     -   385,973.851   597,597.243   MT  1.00002924   -0 36 28.1
 DG3582;SPC GA W     - 1,266,315.88  1,960,616.95   sFT  1.00002924   -0 36 28.1
 DG3582;UTM  16      - 3,705,441.624   660,886.806   MT  0.99991913   +0 57 19.1
 DG3582
 DG3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3582!SPC GA W     -   0.99995310  x   1.00002924  =   0.99998233
 DG3582!UTM  16      -   0.99995310  x   0.99991913  =   0.99987223
 DG3582
 DG3582:                Primary Azimuth Mark                     Grid Az
 DG3582:SPC GA W     -  BV 022 230 AZ MK                         257 09 46.6
 DG3582:UTM  16      -  BV 022 230 AZ MK                         255 35 59.4
 DG3582
 DG3582|---------------------------------------------------------------------|
 DG3582| PID    Reference Object                     Distance      Geod. Az  |
 DG3582|                                                           dddmmss.s |
 DG3582| CZ2916 BV 022 230 AZ MK                                   2563318.5 |
 DG3582|---------------------------------------------------------------------|
 DG3582
 DG3582                          SUPERSEDED SURVEY CONTROL
 DG3582
 DG3582  NAD 83(1994)-  33 28 34.96600(N)    085 16 06.50713(W) AD(       ) 2
 DG3582  NAD 83(1986)-  33 28 34.97025(N)    085 16 06.50125(W) AD(       ) 2
 DG3582  NAD 27      -  33 28 34.56560(N)    085 16 06.68874(W) AD(       ) 2
 DG3582  NGVD 29 (07/19/86)  327.8    (m)         1075.     (f) VERT ANG       
 DG3582
 DG3582.Superseded values are not recommended for survey control.
 DG3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3582.See file dsdata.txt to determine how the superseded data were derived.
 DG3582
 DG3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6088705442(NAD 83)
 DG3582_MARKER: DD = SURVEY DISK
 DG3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3582
 DG3582  HISTORY     - Date     Condition        Report By
 DG3582  HISTORY     - 1973     MONUMENTED       GADT
 DG3582
 DG3582                          STATION DESCRIPTION
 DG3582
 DG3582'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3582'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES SOUTHEAST OF
 DG3582'BOWDON, 2.0 MILES EAST OF ALABAMA-GEORGIA STATE LINE.  8.0 MILES
 DG3582'WEST OF ROOPVILLE.  IT IS ON THE PROPERTY OF THE SCOGIN FAMILY.
 DG3582'
 DG3582'TO REACH FROM THE INTERSECTION OF STATE ROUTE 100 AND STATE
 DG3582'ROUTE 166 IN BOWDEN, GO SOUTH ON STATE ROUTE 100 FOR 3.6 MILES
 DG3582'TO THE LITTLE TALLAPOOSA RIVER.  CONTINUE ALONG ON STATE ROUTE
 DG3582'100 FOR 1.5 MILES TO INTERSECTION OF STATE ROUTE 5.  TURN LEFT
 DG3582'AND GO EAST ON STATE ROUTE 5 FOR 0.5 MILES TO THE AZIMUTH MARK
 DG3582'ON THE RIGHT.  CONTINUE ALONG ON STATE ROUTE 5 FOR 0.9 MILES TO
 DG3582'COUNTY ROAD 94 ON THE LEFT.  TURN LEFT AND GO NORTH ON COUNTY
 DG3582'ROAD 94 FOR 0.2 MILES TO A GATE ON THE LEFT.  TURN LEFT AND
 DG3582'PASS THROUGH THE GATE AND GO WESTERLY ABOUT 200 FEET TO THE
 DG3582'STATION.  THE STATION MARK IS A STANDARD DISK STAMPED
 DG3582'022-230 SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3582'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG3582'DISK STAMPED 022-230 SET IN AN IRREGULAR MASS OF CONCRETE
 DG3582'ABOUT 2.8 FEET BELOW THE SURFACE OF THE GROUND.
 DG3582'
 DG3582'THE STATION IS 3.3 FEET SOUTHEAST OF A WITNESS POST, 4.1 FEET
 DG3582'EAST OF A GROUP OF SMALL TREES, 164.9 FEET WEST OF THE SOUTH GATE
 DG3582'POST AND 164.9 FEET WEST OF THE SOUTH GATE POST.
 DG3582'
 DG3582'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 022-230 AZI SET IN
 DG3582'A 10 INCH CYLINDRICAL CONCRETE POST LOCATED 34.1 FEET SOUTH OF
 DG3582'THE CENTERLINE OF STATE HIGHWAY 5 FOR 291.6 FEET SOUTHEAST OF A
 DG3582'STATE RIGHT OF WAY MARKER, 185.6 FEET SOUTHWEST OF ANOTHER STATE
 DG3582'RIGHT OF WAY MARKER, AND 107.2 FEET FROM A LARGE LONE OAK TREE
 DG3582'LOCATED ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3483 ***********************************************************************
 DG3483  DESIGNATION -  BV 022 231
 DG3483  PID         -  DG3483
 DG3483  STATE/COUNTY-  GA/CARROLL
 DG3483  USGS QUAD   -  LOWELL (1982)
 DG3483
 DG3483                         *CURRENT SURVEY CONTROL
 DG3483  ___________________________________________________________________
 DG3483* NAD 83(1994)-  33 28 20.61091(N)    085 03 59.87908(W)     ADJUSTED  
 DG3483* NAVD 88     -       329.0    (meters)    1079.     (feet)  VERTCON   
 DG3483  ___________________________________________________________________
 DG3483  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DG3483  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DG3483
 DG3483  HORZ ORDER  -  FIRST
 DG3483
 DG3483.The horizontal coordinates were established by classical geodetic methods
 DG3483.and adjusted by the National Geodetic Survey in September 1997..
 DG3483
 DG3483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3483
 DG3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3483
 DG3483.The geoid height was determined by GEOID03.
 DG3483
 DG3483;                    North         East     Units Scale Factor Converg.
 DG3483;SPC GA W     -   385,350.843   616,353.302   MT  0.99998623   -0 29 47.0
 DG3483;SPC GA W     - 1,264,271.89  2,022,152.46   sFT  0.99998623   -0 29 47.0
 DG3483;UTM  16      - 3,705,330.462   679,651.956   MT  0.99999792   +1 03 59.8
 DG3483
 DG3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3483!SPC GA W     -   0.99995294  x   0.99998623  =   0.99993917
 DG3483!UTM  16      -   0.99995294  x   0.99999792  =   0.99995086
 DG3483
 DG3483:                Primary Azimuth Mark                     Grid Az
 DG3483:SPC GA W     -  BV 022 231 AZ MK                         133 22 13.7
 DG3483:UTM  16      -  BV 022 231 AZ MK                         131 48 26.9
 DG3483
 DG3483|---------------------------------------------------------------------|
 DG3483| PID    Reference Object                     Distance      Geod. Az  |
 DG3483|                                                           dddmmss.s |
 DG3483| CZ2917 BV 022 231 AZ MK                                   1325226.7 |
 DG3483|---------------------------------------------------------------------|
 DG3483
 DG3483                          SUPERSEDED SURVEY CONTROL
 DG3483
 DG3483  NAD 83(1994)-  33 28 20.61295(N)    085 03 59.88035(W) AD(       ) 1
 DG3483  NAD 83(1986)-  33 28 20.61606(N)    085 03 59.87613(W) AD(       ) 1
 DG3483  NAD 27      -  33 28 20.20785(N)    085 04 00.08421(W) AD(       ) 1
 DG3483  NGVD 29 (07/19/86)  328.9    (m)         1079.     (f) VERT ANG       
 DG3483
 DG3483.Superseded values are not recommended for survey control.
 DG3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3483.See file dsdata.txt to determine how the superseded data were derived.
 DG3483
 DG3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7965205330(NAD 83)
 DG3483_MARKER: DD = SURVEY DISK
 DG3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3483
 DG3483  HISTORY     - Date     Condition        Report By
 DG3483  HISTORY     - 1973     MONUMENTED       GADT
 DG3483
 DG3483                          STATION DESCRIPTION
 DG3483
 DG3483'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3483'THE STATION IS LOCATED 7.5 APPROX. MILES SOUTH OF CARROLLTON,
 DG3483'3.6 APPROX. MILES NORTHEAST OF ROOPVILLE AND 8.8 APPROX MILES
 DG3483'SOUTHWEST OF WHITESBURG.  THE STATION IS LOCATED ON THE PROPERTY
 DG3483'OWNED BY B.L. HOLLINGSWORTH.
 DG3483'
 DG3483'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 DG3483'ROUTE 5 IN ROOPVILLE.  GO EAST ON STATE ROUTE 5 FOR 1.50 MILES
 DG3483'TO A CROSS ROADS COUNTY ROAD 574.  CONTINUE AHEAD ON STATE ROUTE
 DG3483'5 FOR 1.60 MILES TO COUNTY ROAD 560 ON THE LEFT TURN LEFT AND
 DG3483'GO NORTHWEST 0.05 MILES TO THE AZIMUTH MARK ON THE RIGHT LOCATED
 DG3483'ON A 5 FEET CUT BANK AT A CORNER FENCE POST.  CONTINUE AHEAD ON
 DG3483'COUNTY ROAD 560 FOR 0.35 MILES TO THE STATION ON THE LEFT
 DG3483'LOCATED IN THE FENCE LINE.
 DG3483'
 DG3483'THE STATION IS A STANDARD DISK, STAMPED 022-231, SET IN A 10
 DG3483'INCH CYLINDRICAL CONCRETE POST.  THE UNDERGROUND MARK, A STANDARD
 DG3483'DISK STAMPED 022-231 IS SET IN AN IRREGULAR MASS OF CONCRETE
 DG3483'ABOUT 0.80 METERS BELOW THE GROUND.  THE STATION IS SET FLUSH
 DG3483'WITH THE GROUND 2.7 FEET NORTH OF A WITNESS POST.
 DG3483'
 DG3483'THE STATION IS LOCATED 29.5 FEET SOUTHEAST OF A STONE COLUMN
 DG3483'ON THE EAST CORNER OF THE PORCH, 29.3 FEET SOUTHWEST OF THE
 DG3483'CENTER LINE OF COUNTY ROAD 560, 78.7 FEET NORTHWEST OF A POWER
 DG3483'POLE AND 2.6 FEET NORTH OF THE FENCE.
 DG3483'
 DG3483'THE AZIMUTH MARK IS 3.6 FEET SOUTHWEST OF THE CORNER FENCE
 DG3483'POST, 33.8 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 560
 DG3483'AND 48.2 FEET NORTHWEST OF THE WEST CORNER OF THE HOUSE.  THE
 DG3483'MARK IS STAMPED 022-231 AZI SET IN THE TOP OF A 10 INCH
 DG3483'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3399 ***********************************************************************
 DG3399  DESIGNATION -  BV 022 232 GADT 1973
 DG3399  PID         -  DG3399
 DG3399  STATE/COUNTY-  GA/CARROLL
 DG3399  USGS QUAD   -  CARROLLTON (1982)
 DG3399
 DG3399                         *CURRENT SURVEY CONTROL
 DG3399  ___________________________________________________________________
 DG3399* NAD 83(1994)-  33 31 21.47952(N)    085 01 05.03042(W)     ADJUSTED  
 DG3399* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 DG3399  ___________________________________________________________________
 DG3399  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DG3399  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG3399
 DG3399  HORZ ORDER  -  SECOND
 DG3399
 DG3399.The horizontal coordinates were established by classical geodetic methods
 DG3399.and adjusted by the National Geodetic Survey in September 1997..
 DG3399
 DG3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3399
 DG3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3399
 DG3399.The geoid height was determined by GEOID03.
 DG3399
 DG3399;                    North         East     Units Scale Factor Converg.
 DG3399;SPC GA W     -   390,884.900   620,913.353   MT  0.99997709   -0 28 12.8
 DG3399;SPC GA W     - 1,282,428.21  2,037,113.23   sFT  0.99997709   -0 28 12.8
 DG3399;UTM  16      - 3,710,987.069   684,059.376   MT  1.00001768   +1 05 41.5
 DG3399
 DG3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3399!SPC GA W     -   0.99994670  x   0.99997709  =   0.99992379
 DG3399!UTM  16      -   0.99994670  x   1.00001768  =   0.99996438
 DG3399
 DG3399:                Primary Azimuth Mark                     Grid Az
 DG3399:SPC GA W     -  CARROLL LOT                              001 08 06.6
 DG3399:UTM  16      -  CARROLL LOT                              359 34 12.3
 DG3399
 DG3399|---------------------------------------------------------------------|
 DG3399| PID    Reference Object                     Distance      Geod. Az  |
 DG3399|                                                           dddmmss.s |
 DG3399| DG3404 CARROLL LOT                         APPROX. 4.7 KM 0003953.8 |
 DG3399| DG3397 BV 022 216                          APPROX. 4.1 KM 3261640.8 |
 DG3399|---------------------------------------------------------------------|
 DG3399
 DG3399                          SUPERSEDED SURVEY CONTROL
 DG3399
 DG3399  NAD 83(1994)-  33 31 21.48221(N)    085 01 05.03129(W) AD(       ) 2
 DG3399  NAD 83(1986)-  33 31 21.48468(N)    085 01 05.02784(W) AD(       ) 2
 DG3399  NAD 27      -  33 31 21.08269(N)    085 01 05.23399(W) AD(       ) 2
 DG3399  NGVD 29 (07/19/86)  368.6    (m)         1209.     (f) VERT ANG       
 DG3399
 DG3399.Superseded values are not recommended for survey control.
 DG3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3399.See file dsdata.txt to determine how the superseded data were derived.
 DG3399
 DG3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8405910987(NAD 83)
 DG3399_MARKER: DD = SURVEY DISK
 DG3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3399+STABILITY: SURFACE MOTION
 DG3399
 DG3399  HISTORY     - Date     Condition        Report By
 DG3399  HISTORY     - 1973     MONUMENTED       GADT
 DG3399
 DG3399                          STATION DESCRIPTION
 DG3399
 DG3399'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3399'THE STATION IS LOCATED ABOUT 5.2 MILES SOUTHEAST OF CARROLLTON,
 DG3399'6.4 MILES NORTHWEST OF WHITESBURG, AND 7.8 MILES NORTHEAST OF
 DG3399'ROOPVILLE.
 DG3399'
 DG3399'FROM THE COURTHOUSE IN CARROLLTON, GO EAST ON STATE ROUTE 166
 DG3399'AND U.S. 27 ALT FOR 0.30 MILES TO WHERE U.S. 27 ALT BEARS
 DG3399'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON U.S. 27 ALT FOR 2.9 MILES
 DG3399'TO COUNTY ROAD 24.  CONTINUE SOUTHEAST ON U.S. 27 ALT FOR 1.5
 DG3399'MILES TO COUNTY ROAD 507 ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 DG3399'ON COUNTY ROAD 507 FOR 0.60 MILES TO A RAILROAD TRACK.  CROSS
 DG3399'THE RAILROAD AND CONTINUE SOUTH ON COUNTY ROAD FOR 0.55 MILES
 DG3399'TO THE STATION ON THE RIGHT SIDE OF THE ROAD.
 DG3399'
 DG3399'THE STATION IS A STANDARD DISK STAMPED 022-232 AND SET IN A
 DG3399'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3399'UNDERGROUND MARK, STAMPED 022-232, WAS SET APPROXIMATELY 0.90
 DG3399'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3399'
 DG3399'THE STATION IS LOCATED 97.7 FEET SOUTHEAST OF A POWER POLE,
 DG3399'51.2 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE OUTLET BOX,
 DG3399'13.1 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 81.3 FEET
 DG3399'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 118.4 FEET
 DG3399'NORTHEAST OF A DOUBLE GATE, AND 2.6 FEET SOUTH OF A WITNESS POST.
 DG3399'
 DG3399'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3399'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3481 ***********************************************************************
 DG3481  DESIGNATION -  BV 022 233 GADT 1973
 DG3481  PID         -  DG3481
 DG3481  STATE/COUNTY-  GA/CARROLL
 DG3481  USGS QUAD   -  LOWELL (1982)
 DG3481
 DG3481                         *CURRENT SURVEY CONTROL
 DG3481  ___________________________________________________________________
 DG3481* NAD 83(1994)-  33 29 29.39352(N)    085 03 23.44764(W)     ADJUSTED  
 DG3481* NAVD 88     -       352.7    (meters)    1157.     (feet)  VERTCON   
 DG3481  ___________________________________________________________________
 DG3481  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DG3481  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG3481
 DG3481  HORZ ORDER  -  FIRST
 DG3481
 DG3481.The horizontal coordinates were established by classical geodetic methods
 DG3481.and adjusted by the National Geodetic Survey in September 1997..
 DG3481
 DG3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3481
 DG3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3481
 DG3481.The geoid height was determined by GEOID03.
 DG3481
 DG3481;                    North         East     Units Scale Factor Converg.
 DG3481;SPC GA W     -   387,461.764   617,312.070   MT  0.99998427   -0 29 27.8
 DG3481;SPC GA W     - 1,271,197.47  2,025,298.02   sFT  0.99998427   -0 29 27.8
 DG3481;UTM  16      - 3,707,466.787   680,552.789   MT  1.00000192   +1 04 21.8
 DG3481
 DG3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3481!SPC GA W     -   0.99994922  x   0.99998427  =   0.99993349
 DG3481!UTM  16      -   0.99994922  x   1.00000192  =   0.99995114
 DG3481
 DG3481:                Primary Azimuth Mark                     Grid Az
 DG3481:SPC GA W     -  LOWELL GA PWR CO MAST                    172 34 10.1
 DG3481:UTM  16      -  LOWELL GA PWR CO MAST                    171 00 20.5
 DG3481
 DG3481|---------------------------------------------------------------------|
 DG3481| PID    Reference Object                     Distance      Geod. Az  |
 DG3481|                                                           dddmmss.s |
 DG3481| DG3485 LOWELL GA PWR CO MAST               APPROX. 5.2 KM 1720442.3 |
 DG3481| DG3403 CARROLLTON SOU RWY MICROWAVE        APPROX. 9.6 KM 3475701.2 |
 DG3481| DG3401 CARROLLTON METRO COMMUN MAST        APPROX.10.6 KM 3571529.0 |
 DG3481|---------------------------------------------------------------------|
 DG3481
 DG3481                          SUPERSEDED SURVEY CONTROL
 DG3481
 DG3481  NAD 83(1994)-  33 29 29.39582(N)    085 03 23.44887(W) AD(       ) 1
 DG3481  NAD 83(1986)-  33 29 29.39874(N)    085 03 23.44487(W) AD(       ) 1
 DG3481  NAD 27      -  33 29 28.99403(N)    085 03 23.65163(W) AD(       ) 1
 DG3481  NGVD 29 (07/19/86)  352.6    (m)         1157.     (f) VERT ANG       
 DG3481
 DG3481.Superseded values are not recommended for survey control.
 DG3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3481.See file dsdata.txt to determine how the superseded data were derived.
 DG3481
 DG3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8055307467(NAD 83)
 DG3481_MARKER: DD = SURVEY DISK
 DG3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3481+STABILITY: SURFACE MOTION
 DG3481
 DG3481  HISTORY     - Date     Condition        Report By
 DG3481  HISTORY     - 1973     MONUMENTED       GADT
 DG3481
 DG3481                          STATION DESCRIPTION
 DG3481
 DG3481'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3481'THE STATION IS LOCATED 6.2 MILES SOUTH OF CARROLLTON, 4.9 MILES
 DG3481'NORTHEAST OF ROOPVILLE, AND 8.2 MILES WEST OF WHITESBURG.
 DG3481'
 DG3481'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 27 ALT (STATE
 DG3481'ROUTE 16), IN CARROLLTON, GO SOUTH ON U.S. 27 FOR 1.15 MILES TO
 DG3481'THE END OF THE FOUR LANE HIGHWAY.  CONTINUE SOUTH ON U.S. 27
 DG3481'FOR 3.85 MILES TO COUNTY ROAD 91326 ON THE LEFT.  TURN LEFT AND
 DG3481'GO SOUTHEAST ON COUNTY ROAD 91326 FOR 1.70 MILES TO A DIRT ROAD
 DG3481'ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR
 DG3481'0.10 MILES TO THE STATION ON THE RIGHT.
 DG3481'
 DG3481'THE STATION IS A STANDARD DISK STAMPED 022-233 AND SET IN A
 DG3481'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3481'UNDERGROUND MARK, STAMPED 022-233, WAS SET 0.90 METERS BELOW THE
 DG3481'STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3481'
 DG3481'THE STATION IS LOCATED 27.2 FEET SOUTHEAST OF THE CENTERLINE
 DG3481'OF THE ROAD, 221.2 FEET SOUTHWEST OF A POWER POLE, 12.1 FEET EAST
 DG3481'OF A POWER POLE, 132.8 FEET NORTHEAST OF A POWER POLE, AND 7.7 FEET
 DG3481'SOUTHEAST OF A WITNESS POST.
 DG3481'
 DG3481'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3481'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3581 ***********************************************************************
 DG3581  DESIGNATION -  BV 022 234 GADT 1973
 DG3581  PID         -  DG3581
 DG3581  STATE/COUNTY-  GA/CARROLL
 DG3581  USGS QUAD   -  GRAHAM (1969)
 DG3581
 DG3581                         *CURRENT SURVEY CONTROL
 DG3581  ___________________________________________________________________
 DG3581* NAD 83(1994)-  33 27 54.11265(N)    085 17 43.46826(W)     ADJUSTED  
 DG3581* NAVD 88     -       329.2    (meters)    1080.     (feet)  VERTCON   
 DG3581  ___________________________________________________________________
 DG3581  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG3581  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3581
 DG3581  HORZ ORDER  -  SECOND
 DG3581
 DG3581.The horizontal coordinates were established by classical geodetic methods
 DG3581.and adjusted by the National Geodetic Survey in September 1997..
 DG3581
 DG3581.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3581
 DG3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3581
 DG3581.The geoid height was determined by GEOID03.
 DG3581
 DG3581;                    North         East     Units Scale Factor Converg.
 DG3581;SPC GA W     -   384,742.126   595,080.157   MT  1.00003567   -0 37 20.9
 DG3581;SPC GA W     - 1,262,274.79  1,952,358.82   sFT  1.00003567   -0 37 20.9
 DG3581;UTM  16      - 3,704,141.861   658,404.544   MT  0.99990936   +0 56 24.6
 DG3581
 DG3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3581!SPC GA W     -   0.99995289  x   1.00003567  =   0.99998856
 DG3581!UTM  16      -   0.99995289  x   0.99990936  =   0.99986225
 DG3581
 DG3581:                Primary Azimuth Mark                     Grid Az
 DG3581:SPC GA W     -  BOWDON N MUN TANK                        027 59 06.4
 DG3581:UTM  16      -  BOWDON N MUN TANK                        026 25 20.9
 DG3581
 DG3581|---------------------------------------------------------------------|
 DG3581| PID    Reference Object                     Distance      Geod. Az  |
 DG3581|                                                           dddmmss.s |
 DG3581| DG3412 BOWDON N MUN TANK                   APPROX. 9.2 KM 0272145.5 |
 DG3581| DG3408 BOWDON MUNICIPAL TANK               APPROX. 9.2 KM 0272628.6 |
 DG3581| DG3582 BV 022 230                          APPROX. 2.8 KM 0631810.1 |
 DG3581|---------------------------------------------------------------------|
 DG3581
 DG3581                          SUPERSEDED SURVEY CONTROL
 DG3581
 DG3581  NAD 83(1994)-  33 27 54.11331(N)    085 17 43.47037(W) AD(       ) 2
 DG3581  NAD 83(1986)-  33 27 54.11761(N)    085 17 43.46439(W) AD(       ) 2
 DG3581  NAD 27      -  33 27 53.71246(N)    085 17 43.64968(W) AD(       ) 2
 DG3581  NGVD 29 (07/19/86)  329.1    (m)         1080.     (f) VERT ANG       
 DG3581
 DG3581.Superseded values are not recommended for survey control.
 DG3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3581.See file dsdata.txt to determine how the superseded data were derived.
 DG3581
 DG3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5840504142(NAD 83)
 DG3581_MARKER: DD = SURVEY DISK
 DG3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3581+STABILITY: SURFACE MOTION
 DG3581
 DG3581  HISTORY     - Date     Condition        Report By
 DG3581  HISTORY     - 1973     MONUMENTED       GADT
 DG3581
 DG3581                          STATION DESCRIPTION
 DG3581
 DG3581'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3581'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES SOUTHEAST OF
 DG3581'BOWDON, 0.4 MILES EAST OF THE GEORGIA-ALABAMA STATE LINE, AND
 DG3581'9.4 MILES WEST OF ROOPVILLE.
 DG3581'
 DG3581'THE STATION MARK IS A STANDARD DISK SET IN A 10 INCH CYLINDRICAL
 DG3581'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3581'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 DG3581'CONCRETE ABOUT 0.95 METERS BELOW THE SURFACE OF THE GROUND.
 DG3581'
 DG3581'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 100
 DG3581'AND 166 IN BOWDON, PROCEED SOUTH ON STATE ROUTE 100 FOR 3.6
 DG3581'MILES TO THE LITTLE TALLAPOOSA RIVER BRIDGE.  CONTINUE SOUTH
 DG3581'ALONG STATE ROUTE 100 FOR 1.5 MILES TO THE INTERSECTION OF STATE
 DG3581'ROUTES 100 AND STATE ROUTE 5 TO THE LEFT.  CONTINUE AHEAD SOUTH
 DG3581'ON STATE ROUTE 100 (SR5) FOR 0.5 MILE TO THE FORKED INTERSECTION
 DG3581'OF STATE ROUTE 100 TO THE LEFT AND STATE ROUTE 5 TO THE
 DG3581'RIGHT.  CONTINUE SOUTH ALONG STATE ROUTE 100 FOR 0.35 MILES TO
 DG3581'THE STATION ON THE RIGHT.
 DG3581'
 DG3581'THE STATION IS LOCATED 72.2 FEET NORTHWEST OF THE POINT OF
 DG3581'INTERSECTION OF THE HIGHWAY AND A DRIVEWAY BETWEEN TWO FRAME
 DG3581'HOUSES, 40.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ONE
 DG3581'HOUSE, 43.3 FEET NORTH OF THE NORTHEAST CORNER OF THE OTHER
 DG3581'HOUSE, 27.6 FEET NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF
 DG3581'THE DRIVEWAY AND 3.0 FEET SOUTH OF A WITNESS POST.
 DG3581'
 DG3581'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3581'ABOVE LISTED STATIONS WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3169 ***********************************************************************
 DG3169  DESIGNATION -  BV 022 235
 DG3169  PID         -  DG3169
 DG3169  STATE/COUNTY-  GA/CARROLL
 DG3169  USGS QUAD   -  WHITESBURG (1982)
 DG3169
 DG3169                         *CURRENT SURVEY CONTROL
 DG3169  ___________________________________________________________________
 DG3169* NAD 83(1994)-  33 28 13.89461(N)    084 59 36.93512(W)     ADJUSTED  
 DG3169* NAVD 88     -       289.7    (meters)     950.     (feet)  VERTCON   
 DG3169  ___________________________________________________________________
 DG3169  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DG3169  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG3169
 DG3169  HORZ ORDER  -  SECOND
 DG3169
 DG3169.The horizontal coordinates were established by classical geodetic methods
 DG3169.and adjusted by the National Geodetic Survey in September 1997..
 DG3169
 DG3169.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3169
 DG3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3169
 DG3169.The geoid height was determined by GEOID03.
 DG3169
 DG3169;                    North         East     Units Scale Factor Converg.
 DG3169;SPC GA W     -   385,087.501   623,140.496   MT  0.99997281   -0 27 21.9
 DG3169;SPC GA W     - 1,263,407.91  2,044,420.11   sFT  0.99997281   -0 27 21.9
 DG3169;UTM  16      - 3,705,252.340   686,444.037   MT  1.00002858   +1 06 24.7
 DG3169
 DG3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3169!SPC GA W     -   0.99995910  x   0.99997281  =   0.99993191
 DG3169!UTM  16      -   0.99995910  x   1.00002858  =   0.99998768
 DG3169
 DG3169:                Primary Azimuth Mark                     Grid Az
 DG3169:SPC GA W     -  BV 022 235 AZ MK                         208 25 56.0
 DG3169:UTM  16      -  BV 022 235 AZ MK                         206 52 09.4
 DG3169
 DG3169|---------------------------------------------------------------------|
 DG3169| PID    Reference Object                     Distance      Geod. Az  |
 DG3169|                                                           dddmmss.s |
 DG3169| CZ2918 BV 022 235 AZ MK                                   2075834.1 |
 DG3169|---------------------------------------------------------------------|
 DG3169
 DG3169                          SUPERSEDED SURVEY CONTROL
 DG3169
 DG3169  NAD 83(1994)-  33 28 13.89728(N)    084 59 36.93584(W) AD(       ) 2
 DG3169  NAD 83(1986)-  33 28 13.89996(N)    084 59 36.93266(W) AD(       ) 2
 DG3169  NAD 27      -  33 28 13.49030(N)    084 59 37.14667(W) AD(       ) 2
 DG3169  NGVD 29 (07/19/86)  289.7    (m)          950.     (f) VERT ANG       
 DG3169
 DG3169.Superseded values are not recommended for survey control.
 DG3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3169.See file dsdata.txt to determine how the superseded data were derived.
 DG3169
 DG3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8644405252(NAD 83)
 DG3169_MARKER: DD = SURVEY DISK
 DG3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3169
 DG3169  HISTORY     - Date     Condition        Report By
 DG3169  HISTORY     - 1973     MONUMENTED       GADT
 DG3169
 DG3169                          STATION DESCRIPTION
 DG3169
 DG3169'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3169'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF LOWELL, 4-1/2
 DG3169'MILES WEST-SOUTHWEST OF WHITESBURG AND 8-3/4 MILES SOUTH-SOUTHWEST
 DG3169'OF CARROLLTON ON THE PROPERTY OF W.L. TAYLOR.
 DG3169'
 DG3169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27
 DG3169'ALT., STATE ROUTE 16, AND STATE ROUTE 5 IN WHITESBURG, GO WEST
 DG3169'ALONG STATE ROUTE 5 FOR 3.7 MILES TO ACORN CREEK.  CONTINUE ALONG
 DG3169'STATE ROUTE 5 FOR 2.2 MILES TO THE JUNCTION OF CARROLL COUNTY
 DG3169'ROAD 543 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 543
 DG3169'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG
 DG3169'COUNTY ROAD 543 NORTHEASTERLY FOR 0.25 MILE TO THE STATION ON
 DG3169'THE RIGHT IN A PASTURE ON THE SOUTH EAST SIDE OF THE ROAD.
 DG3169'
 DG3169'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 DG3169'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 DG3169'STAMPED 022-235.  AN UNDERGROUND MARK STAMPED 022-235 IS SET IN AN
 DG3169'IRREGULAR MASS OF CONCRETE 2.2 FEET BELOW THE SURFACE OF THE
 DG3169'GROUND.  IT IS LOCATED 25.4 FEET SOUTHEAST OF A WITNESS POST SET
 DG3169'ON A FENCE LINE RUNNING PARALLEL WITH THE ROAD, 36.5 FEET SOUTH
 DG3169'OF A 10 INCH PINE TREE LOCATED ON THE FENCE LINE, AND 68.5 FEET
 DG3169'NORTHEAST OF ANOTHER 10 INCH PINE TREE ON THE FENCE LINE.
 DG3169'
 DG3169'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AZMK SET IN THE TOP
 DG3169'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3169'THE GROUND.  IT IS SET AT THE JUNCTION OF COUNTY ROAD 543 AND A
 DG3169'WOODS ROAD LEADING NORTHWEST, 10 FEET NORTH OF THE CENTERLINE OF
 DG3169'THE COUNTY ROAD AND 5 FEET WEST OF THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3168 ***********************************************************************
 DG3168  DESIGNATION -  BV 022 236
 DG3168  PID         -  DG3168
 DG3168  STATE/COUNTY-  GA/CARROLL
 DG3168  USGS QUAD   -  WHITESBURG (1982)
 DG3168
 DG3168                         *CURRENT SURVEY CONTROL
 DG3168  ___________________________________________________________________
 DG3168* NAD 83(1994)-  33 29 13.80060(N)    084 54 54.15615(W)     ADJUSTED  
 DG3168* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 DG3168  ___________________________________________________________________
 DG3168  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DG3168  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3168
 DG3168  HORZ ORDER  -  FIRST
 DG3168
 DG3168.The horizontal coordinates were established by classical geodetic methods
 DG3168.and adjusted by the National Geodetic Survey in September 1997..
 DG3168
 DG3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3168
 DG3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3168
 DG3168.The geoid height was determined by GEOID03.
 DG3168
 DG3168;                    North         East     Units Scale Factor Converg.
 DG3168;SPC GA W     -   386,877.675   630,454.848   MT  0.99995961   -0 24 46.6
 DG3168;SPC GA W     - 1,269,281.17  2,068,417.28   sFT  0.99995961   -0 24 46.6
 DG3168;UTM  16      - 3,707,241.552   693,707.405   MT  1.00006262   +1 09 02.6
 DG3168
 DG3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3168!SPC GA W     -   0.99996052  x   0.99995961  =   0.99992013
 DG3168!UTM  16      -   0.99996052  x   1.00006262  =   1.00002314
 DG3168
 DG3168:                Primary Azimuth Mark                     Grid Az
 DG3168:SPC GA W     -  BV 022 236 AZ MK                         215 24 02.7
 DG3168:UTM  16      -  BV 022 236 AZ MK                         213 50 13.5
 DG3168
 DG3168|---------------------------------------------------------------------|
 DG3168| PID    Reference Object                     Distance      Geod. Az  |
 DG3168|                                                           dddmmss.s |
 DG3168| CZ2919 BV 022 236 AZ MK                                   2145916.1 |
 DG3168|---------------------------------------------------------------------|
 DG3168
 DG3168                          SUPERSEDED SURVEY CONTROL
 DG3168
 DG3168  NAD 83(1994)-  33 29 13.80372(N)    084 54 54.15677(W) AD(       ) 1
 DG3168  NAD 83(1986)-  33 29 13.80612(N)    084 54 54.15380(W) AD(       ) 1
 DG3168  NAD 27      -  33 29 13.39774(N)    084 54 54.37692(W) AD(       ) 1
 DG3168  NGVD 29 (07/19/86)  280.7    (m)          921.     (f) VERT ANG       
 DG3168
 DG3168.Superseded values are not recommended for survey control.
 DG3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3168.See file dsdata.txt to determine how the superseded data were derived.
 DG3168
 DG3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9370707242(NAD 83)
 DG3168_MARKER: DD = SURVEY DISK
 DG3168_SETTING: 0 = UNSPECIFIED SETTING
 DG3168
 DG3168  HISTORY     - Date     Condition        Report By
 DG3168  HISTORY     - 1973     MONUMENTED       GADT
 DG3168
 DG3168                          STATION DESCRIPTION
 DG3168
 DG3168'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3168'THE STATION IS LOCATED AIRLINE ABOUT 12.5 MILES EAST NORTHEAST
 DG3168'OF ROOPVILLE, 11.5 MILES SOUTHEAST OF CARROLLTON AND 0.25 MILES
 DG3168'SOUTHWEST OF WHITESBURG.
 DG3168'
 DG3168'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 ALT, AND
 DG3168'STATE ROUTE 16 AND STATE ROUTE 5 IN WHITESBURG.  GO SOUTHEAST
 DG3168'ON U.S. 27 ALT, AND STATE ROUTE 16 FOR 0.10 MILES TO A DIRT ROAD
 DG3168'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST 0.20 MILES TO THE
 DG3168'DRIVEWAY AND RESIDENCE OWNED BY A MRS. BROCK ON THE RIGHT.  TURN
 DG3168'RIGHT INTO THE DRIVEWAY AND MAKE AN IMMEDIATE LEFT AND GO
 DG3168'THROUGH A GATE WHICH IS LOCATED ABOUT 50 FEET FROM THE
 DG3168'DRIVEWAY, KEEP TO THE LEFT OF THE BARN FOLLOWING THE FENCE FOR
 DG3168'ABOUT 300 FEET TO A GAP IN THE FENCE BEHIND THE BARN, GO
 DG3168'THROUGH GAP IN FENCE AND CONTINUE SOUTHWESTERLY FOR 0.20
 DG3168'MILES TO THE TOP OF THE HILL AND THE STATION LOCATED ABOUT
 DG3168'75 FEET SOUTHWESTERLY OF THE HIGHEST POINT IN THE PASTURE.
 DG3168'
 DG3168'THE STATION IS LOCATED 105.9 FEET EAST OF A FENCE, 58.7 FEET
 DG3168'SOUTHEAST OF A 24 INCH PINE TREE, 57.1 FEET SOUTH OF A GROVE OF
 DG3168'SHRUB TREES, 16.2 FEET WEST OF A WILD CHERRY TREE AND 3.9 FEET
 DG3168'SOUTH OF THE WITNESS POST.
 DG3168'
 DG3168'THE STATION IS A STANDARD DISK STAMPED 022-236 SET IN A CONCRETE
 DG3168'POST FLUSH WITH THE GROUND.  THE UNDERGROUND MARK, A STANDARD
 DG3168'DISK STAMPED 022-236 IS SET IN AN IRREGULAR MASS OF CONCRETE
 DG3168'ABOUT 30 INCHES BELOW THE STATION.
 DG3168'
 DG3168'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. 27
 DG3168'ALT. AND STATE ROUTE 16 AND STATE ROUTE 5.  GO SOUTHWEST ON STATE
 DG3168'ROUTE 5 FOR 0.55 MILES TO THE AZIMUTH MARK LOCATED ON THE RIGHT
 DG3168'SIDE OF THE ROAD ON A 15 FEET CUT BANK.  THE AZIMUTH MARK IS
 DG3168'LOCATED 28.5 FEET SOUTH OF A 12 INCH TRIANGLE BLAZED PINE
 DG3168'TREE.  21.3 FEET SOUTHEAST OF A TRIANGLE BLAZED PINE TREE, 18.4
 DG3168'FEET NORTHEAST OF A TRIANGLE BLAZED PINE TREE AND 6.2 FEET EAST
 DG3168'OF THE EDGE OF CUT.  THE MARK IS A STANDARD DISK STAMPED
 DG3168'022-236 AZI IS SET IN A CONCRETE POST SET FLUSH WITH THE
 DG3168'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3301 ***********************************************************************
 DG3301  DESIGNATION -  BV 022 237
 DG3301  PID         -  DG3301
 DG3301  STATE/COUNTY-  GA/CARROLL
 DG3301  USGS QUAD   -  HULETT (1982)
 DG3301
 DG3301                         *CURRENT SURVEY CONTROL
 DG3301  ___________________________________________________________________
 DG3301* NAD 83(1994)-  33 30 46.88879(N)    084 57 19.72784(W)     ADJUSTED  
 DG3301* NAVD 88     -       335.4    (meters)    1100.     (feet)  VERTCON   
 DG3301  ___________________________________________________________________
 DG3301  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DG3301  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3301
 DG3301  HORZ ORDER  -  FIRST
 DG3301
 DG3301.The horizontal coordinates were established by classical geodetic methods
 DG3301.and adjusted by the National Geodetic Survey in September 1997..
 DG3301
 DG3301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3301
 DG3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3301
 DG3301.The geoid height was determined by GEOID03.
 DG3301
 DG3301;                    North         East     Units Scale Factor Converg.
 DG3301;SPC GA W     -   389,773.289   626,718.859   MT  0.99996618   -0 26 08.0
 DG3301;SPC GA W     - 1,278,781.20  2,056,160.12   sFT  0.99996618   -0 26 08.0
 DG3301;UTM  16      - 3,710,034.360   689,893.421   MT  1.00004458   +1 07 45.0
 DG3301
 DG3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3301!SPC GA W     -   0.99995193  x   0.99996618  =   0.99991811
 DG3301!UTM  16      -   0.99995193  x   1.00004458  =   0.99999650
 DG3301
 DG3301:                Primary Azimuth Mark                     Grid Az
 DG3301:SPC GA W     -  PALMETTO ATT MICROWAVE                   085 26 19.8
 DG3301:UTM  16      -  PALMETTO ATT MICROWAVE                   083 52 26.8
 DG3301
 DG3301|---------------------------------------------------------------------|
 DG3301| PID    Reference Object                     Distance      Geod. Az  |
 DG3301|                                                           dddmmss.s |
 DG3301| DG3294 PALMETTO ATT MICROWAVE              APPROX.18.8 KM 0850011.8 |
 DG3301| DG3163 YATES GA PWR CO MICROWAVE           APPROX. 7.2 KM 1403545.5 |
 DG3301| DG3124 NEWNAN CABLE TV MAST                APPROX.17.7 KM 1475522.1 |
 DG3301| CZ2920 BV 022 237 AZ MK                                   2563625.3 |
 DG3301|---------------------------------------------------------------------|
 DG3301
 DG3301                          SUPERSEDED SURVEY CONTROL
 DG3301
 DG3301  NAD 83(1994)-  33 30 46.89178(N)    084 57 19.72872(W) AD(       ) 1
 DG3301  NAD 83(1986)-  33 30 46.89418(N)    084 57 19.72555(W) AD(       ) 1
 DG3301  NAD 27      -  33 30 46.48968(N)    084 57 19.94431(W) AD(       ) 1
 DG3301  NGVD 29 (07/19/86)  335.4    (m)         1100.     (f) VERT ANG       
 DG3301
 DG3301.Superseded values are not recommended for survey control.
 DG3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3301.See file dsdata.txt to determine how the superseded data were derived.
 DG3301
 DG3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8989310034(NAD 83)
 DG3301_MARKER: DD = SURVEY DISK
 DG3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3301
 DG3301  HISTORY     - Date     Condition        Report By
 DG3301  HISTORY     - 1973     MONUMENTED       GADT
 DG3301
 DG3301                          STATION DESCRIPTION
 DG3301
 DG3301'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3301'THE STATION IS LOCATED APPROXIMATELY 8.0 MILES SOUTHEAST OF
 DG3301'CARROLLTON AND 3.5 MILES NORTHEAST OF WHITESBURG.  STATION IS
 DG3301'LOCATED ON THE PROPERTY OF L.P. BAKER.
 DG3301'
 DG3301'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 DG3301'ALTERNATE (SR 16) AND STATE ROUTE 5 IN WHITESBURG PROCEED
 DG3301'NORTHWEST ON U.S. HIGHWAY 27 ALTERNATE FOR 1.8 MILES TO THE
 DG3301'GEORGIA RAILROAD UNDERPASS.  CONTINUE ON U.S. HIGHWAY 27 ALTERNATE
 DG3301'(SR 16) FOR 0.3 MILES TO THE INTERSECTION OF COUNTY ROAD 506
 DG3301'WITH U.S. HIGHWAY 27 ALTERNATE.  TURN LEFT, WEST, ONTO COUNTY
 DG3301'ROAD 506 AND PROCEED FOR 1.25 MILES TO THE STATION ON THE RIGHT
 DG3301'SIDE OF THE ROAD.
 DG3301'
 DG3301'THE STATION MARK IS A STANDARD DISK STAMPED 022-237, SET IN A
 DG3301'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3301'UNDERGROUND MARK IS A STANDARD DISK STAMPED 022-237 SET IN AN
 DG3301'IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BENEATH THE SURFACE OF
 DG3301'THE GROUND.
 DG3301'
 DG3301'STATION IS LOCATED DIRECTLY UNDER TELEPHONE LINES.  40.5 FEET
 DG3301'NORTH FROM THE ROADWAY CENTERLINE.  179.7 FEET FROM THE POINT
 DG3301'OF INTERSECTION AT THE ROADWAY AND THE BAKER RESIDENCE
 DG3301'DRIVEWAY.  49.8 FEET EAST OF A LONE PINE TREE.  35.8 FEET EAST
 DG3301'OF A TELEPHONE POLE LOCATED NEXT TO THE BAKER DRIVEWAY.  AND 4.0
 DG3301'FEET NORTH OF THE WITNESS POST.
 DG3301'
 DG3301'TO REACH THE AZIMUTH MARK GO 0.3 MILE SOUTHWEST OF THE STATION
 DG3301'ALONG COUNTY ROAD 506 TO THE MARK ON THE LEFT SIDE OF THE
 DG3301'ROAD.  THE MARK IS LOCATED 23.0 FEET SOUTH OF THE ROAD CENTER
 DG3301'LINE.  60.4 FEET SOUTHEAST OF TELEPHONE POLE 273 AND 60.2 FEET
 DG3301'SOUTHWEST OF TELEPHONE POLE 247.  IT IS A STANDARD U.S. COAST
 DG3301'AND GEODETIC AZIMUTH MARK STAMPED CLEM 1941.  THE DISK IS SET
 DG3301'IN THE CENTER OF A CONCRETE POST THAT PROTRUDES 2 INCHES ABOVE
 DG3301'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3480 ***********************************************************************
 DG3480  DESIGNATION -  BV 022 238
 DG3480  PID         -  DG3480
 DG3480  STATE/COUNTY-  GA/CARROLL
 DG3480  USGS QUAD   -  LOWELL (1982)
 DG3480
 DG3480                         *CURRENT SURVEY CONTROL
 DG3480  ___________________________________________________________________
 DG3480* NAD 83(1994)-  33 27 26.67584(N)    085 05 33.37656(W)     ADJUSTED  
 DG3480* NAVD 88     -       346.9    (meters)    1138.     (feet)  VERTCON   
 DG3480  ___________________________________________________________________
 DG3480  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DG3480  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG3480
 DG3480  HORZ ORDER  -  SECOND
 DG3480
 DG3480.The horizontal coordinates were established by classical geodetic methods
 DG3480.and adjusted by the National Geodetic Survey in September 1997..
 DG3480
 DG3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3480
 DG3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3480
 DG3480.The geoid height was determined by GEOID03.
 DG3480
 DG3480;                    North         East     Units Scale Factor Converg.
 DG3480;SPC GA W     -   383,710.449   613,924.508   MT  0.99999131   -0 30 37.9
 DG3480;SPC GA W     - 1,258,890.03  2,014,183.99   sFT  0.99999131   -0 30 37.9
 DG3480;UTM  16      - 3,703,624.437   677,268.791   MT  0.99998743   +1 03 06.7
 DG3480
 DG3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3480!SPC GA W     -   0.99995013  x   0.99999131  =   0.99994144
 DG3480!UTM  16      -   0.99995013  x   0.99998743  =   0.99993756
 DG3480
 DG3480:                Primary Azimuth Mark                     Grid Az
 DG3480:SPC GA W     -  BV 022 238 AZ MK                         093 28 34.3
 DG3480:UTM  16      -  BV 022 238 AZ MK                         091 54 49.7
 DG3480
 DG3480|---------------------------------------------------------------------|
 DG3480| PID    Reference Object                     Distance      Geod. Az  |
 DG3480|                                                           dddmmss.s |
 DG3480| CZ2921 BV 022 238 AZ MK                                   0925756.4 |
 DG3480|---------------------------------------------------------------------|
 DG3480
 DG3480                          SUPERSEDED SURVEY CONTROL
 DG3480
 DG3480  NAD 83(1994)-  33 27 26.67768(N)    085 05 33.37782(W) AD(       ) 2
 DG3480  NAD 83(1986)-  33 27 26.68101(N)    085 05 33.37353(W) AD(       ) 2
 DG3480  NAD 27      -  33 27 26.27135(N)    085 05 33.57921(W) AD(       ) 2
 DG3480  NGVD 29 (07/19/86)  346.8    (m)         1138.     (f) VERT ANG       
 DG3480
 DG3480.Superseded values are not recommended for survey control.
 DG3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3480.See file dsdata.txt to determine how the superseded data were derived.
 DG3480
 DG3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7726903624(NAD 83)
 DG3480_MARKER: DD = SURVEY DISK
 DG3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3480
 DG3480  HISTORY     - Date     Condition        Report By
 DG3480  HISTORY     - 1973     MONUMENTED       GADT
 DG3480
 DG3480                          STATION DESCRIPTION
 DG3480
 DG3480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3480'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTHWEST OF
 DG3480'ROOPVILLE, 6 MILES NORTHEAST OF CENTRALHATCHEE, AND 10-3/4 MILES
 DG3480'SOUTHEAST OF BOWDON ON STATE RIGHT OF WAY.
 DG3480'
 DG3480'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 5 AND
 DG3480'U.S. HIGHWAY 27 IN ROOPVILLE, GO EAST ALONG STATE ROUTE 5 FOR 1.8
 DG3480'MILES TO COUNTY ROAD 179 TO THE LEFT.  CONTINUE EAST ON STATE
 DG3480'ROUTE 5 FOR 2.1 MILES TO THE INTERSECTION OF STATE ROUTE 5 AND
 DG3480'COUNTY ROAD 575 TO THE LEFT.  CONTINUE ON STATE ROUTE 5 FOR 0.1
 DG3480'MILE TO COUNTY ROAD 576 ON THE RIGHT.  CONTINUE AHEAD ON STATE
 DG3480'ROUTE 5 FOR 0.10 MILE TO THE STATION ON THE RIGHT.
 DG3480'
 DG3480'THE STATION IS LOCATED 41.0 FEET SOUTH OF THE CENTERLINE OF
 DG3480'STATE ROUTE 5, 5.7 FEET SOUTH OF A WITNESS POST, 18.1 FEET SOUTHEAST
 DG3480'OF AN UNDERGROUND TELEPHONE CABLE BOX, AND 46.0 FEET SOUTHWEST OF
 DG3480'ANOTHER UNDERGROUND TELEPHONE BOX.  IT IS A STANDARD BRASS DISK
 DG3480'STAMPED 022-238, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3480'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK
 DG3480'IS A STANDARD DISK STAMPED 022-238, SET IN AN IRREGULAR MASS OF
 DG3480'CONCRETE APPROXIMATELY 0.51 METER BELOW THE GROUND SURFACE.
 DG3480'
 DG3480'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE ROUTE
 DG3480'5 FOR 0.35 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 31.1
 DG3480'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 5, 201 FEET NORTHWEST
 DG3480'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF A DRIVEWAY
 DG3480'LEADING NORTH AND STATE ROUTE 5, 196 FEET WEST OF THE CENTERLINE
 DG3480'OF THE DRIVEWAY, 134.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DG3480'A BRICK HOUSE, AND 180 FEET WEST OF THE WEST END OF A CULVERT
 DG3480'UNDER THE DRIVEWAY.  IT IS A STANDARD DISK STAMPED 022-238 AZI,
 DG3480'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DG3480'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1982 ***********************************************************************
 EE1982  DESIGNATION -  BV 023 200 GAHD 1972
 EE1982  PID         -  EE1982
 EE1982  STATE/COUNTY-  GA/CATOOSA
 EE1982  USGS QUAD   -  EAST RIDGE (1982)
 EE1982
 EE1982                         *CURRENT SURVEY CONTROL
 EE1982  ___________________________________________________________________
 EE1982* NAD 83(1994)-  34 56 55.98514(N)    085 14 08.30712(W)     ADJUSTED  
 EE1982* NAVD 88     -       237.3    (meters)     779.     (feet)  VERTCON   
 EE1982  ___________________________________________________________________
 EE1982  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EE1982  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EE1982
 EE1982  HORZ ORDER  -  SECOND
 EE1982
 EE1982.The horizontal coordinates were established by classical geodetic methods
 EE1982.and adjusted by the National Geodetic Survey in September 1997..
 EE1982
 EE1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1982
 EE1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1982
 EE1982.The geoid height was determined by GEOID03.
 EE1982
 EE1982;                    North         East     Units Scale Factor Converg.
 EE1982;SPC GA W     -   549,275.686   602,362.457   MT  1.00001746   -0 36 44.7
 EE1982;SPC GA W     - 1,802,081.98  1,976,250.83   sFT  1.00001746   -0 36 44.7
 EE1982;SPC TN       -    68,569.727   669,824.262   MT  1.00006677   +0 26 51.0
 EE1982;SPC TN       -   224,965.85  2,197,581.77   sFT  1.00006677   +0 26 51.0
 EE1982;UTM  16      - 3,868,795.865   661,109.572   MT  0.99991991   +1 00 39.3
 EE1982
 EE1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1982!SPC GA W     -   0.99996742  x   1.00001746  =   0.99998488
 EE1982!SPC TN       -   0.99996742  x   1.00006677  =   1.00003419
 EE1982!UTM  16      -   0.99996742  x   0.99991991  =   0.99988733
 EE1982
 EE1982:                Primary Azimuth Mark                     Grid Az
 EE1982:SPC GA W     -  BOYNTON 2                                125 44 43.2
 EE1982:SPC TN       -  BOYNTON 2                                124 41 07.5
 EE1982:UTM  16      -  BOYNTON 2                                124 07 19.2
 EE1982
 EE1982|---------------------------------------------------------------------|
 EE1982| PID    Reference Object                     Distance      Geod. Az  |
 EE1982|                                                           dddmmss.s |
 EE1982| EE1988 BOYNTON 2                           APPROX. 4.3 KM 1250758.5 |
 EE1982| EE2068 ROSSVILLE MISSIONARY RDG SPIPE      APPROX. 5.3 KM 2831558.4 |
 EE1982|---------------------------------------------------------------------|
 EE1982
 EE1982                          SUPERSEDED SURVEY CONTROL
 EE1982
 EE1982  NAD 83(1994)-  34 56 55.98629(N)    085 14 08.31084(W) AD(       ) 2
 EE1982  NAD 83(1986)-  34 56 55.98703(N)    085 14 08.30911(W) AD(       ) 2
 EE1982  NAD 27      -  34 56 55.71379(N)    085 14 08.46940(W) AD(       ) 2
 EE1982  NGVD 29 (07/19/86)  237.3    (m)          779.     (f) VERT ANG       
 EE1982
 EE1982.Superseded values are not recommended for survey control.
 EE1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1982.See file dsdata.txt to determine how the superseded data were derived.
 EE1982
 EE1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6111068796(NAD 83)
 EE1982_MARKER: DD = SURVEY DISK
 EE1982_SETTING: 0 = UNSPECIFIED SETTING
 EE1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1982
 EE1982  HISTORY     - Date     Condition        Report By
 EE1982  HISTORY     - 1972     MONUMENTED       GADT
 EE1982
 EE1982                          STATION DESCRIPTION
 EE1982
 EE1982'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1982'THE STATION IS LOCATED 4.0 MILE SOUTHEAST OF ROSSVILLE, GA., 1.4
 EE1982'MILES EAST OF THE INTERSECTION OF GA. 2 AND U.S. 27 ON THE
 EE1982'RIGHT-OF-WAY OF THE GEORGIA HIGHWAY DEPARTMENT.
 EE1982'
 EE1982'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 2 PROCEED
 EE1982'NORTH ON U.S. 27 FOR 1.0 MILE TO THE INTERSECTION OF GA. 2A AND
 EE1982'U.S. 27, PROCEED EAST ON GA. 2A FOR 1.4 MILES TO THE STATION.
 EE1982'
 EE1982'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1982'STAMPED B.V. 023-200, IS LOCATED 69.9 FEET NORTH OF THE WEST
 EE1982'BOUND LANE OF GA. 2A, 30.8 FEET NORTHWEST OF A POWER POLE, 242.0
 EE1982'FEET EAST OF A POWER POLE, 42.4 FEET WEST OF AN 18-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1989 ***********************************************************************
 EE1989  DESIGNATION -  BV 023 201 GAHD 1972
 EE1989  PID         -  EE1989
 EE1989  STATE/COUNTY-  GA/CATOOSA
 EE1989  USGS QUAD   -  EAST RIDGE (1982)
 EE1989
 EE1989                         *CURRENT SURVEY CONTROL
 EE1989  ___________________________________________________________________
 EE1989* NAD 83(1994)-  34 56 24.65274(N)    085 09 57.51688(W)     ADJUSTED  
 EE1989* NAVD 88     -       243.8    (meters)     800.     (feet)  VERTCON   
 EE1989  ___________________________________________________________________
 EE1989  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EE1989  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 EE1989
 EE1989  HORZ ORDER  -  SECOND
 EE1989
 EE1989.The horizontal coordinates were established by classical geodetic methods
 EE1989.and adjusted by the National Geodetic Survey in September 1997..
 EE1989
 EE1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1989
 EE1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1989
 EE1989.The geoid height was determined by GEOID03.
 EE1989
 EE1989;                    North         East     Units Scale Factor Converg.
 EE1989;SPC GA W     -   548,244.377   608,715.981   MT  1.00000267   -0 34 20.5
 EE1989;SPC GA W     - 1,798,698.43  1,997,095.68   sFT  1.00000267   -0 34 20.5
 EE1989;SPC TN       -    67,656.107   676,196.151   MT  1.00006911   +0 29 17.8
 EE1989;SPC TN       -   221,968.41  2,218,486.87   sFT  1.00006911   +0 29 17.8
 EE1989;UTM  16      - 3,867,945.004   667,489.267   MT  0.99994575   +1 03 02.3
 EE1989
 EE1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1989!SPC GA W     -   0.99996640  x   1.00000267  =   0.99996907
 EE1989!SPC TN       -   0.99996640  x   1.00006911  =   1.00003551
 EE1989!UTM  16      -   0.99996640  x   0.99994575  =   0.99991216
 EE1989
 EE1989:                Primary Azimuth Mark                     Grid Az
 EE1989:SPC GA W     -  BOYNTON 2                                242 34 29.3
 EE1989:SPC TN       -  BOYNTON 2                                241 30 51.0
 EE1989:UTM  16      -  BOYNTON 2                                240 57 06.5
 EE1989
 EE1989|---------------------------------------------------------------------|
 EE1989| PID    Reference Object                     Distance      Geod. Az  |
 EE1989|                                                           dddmmss.s |
 EE1989| EE1988 BOYNTON 2                           APPROX. 3.2 KM 2420008.8 |
 EE1989| EE1991 FT OGLETHORPE DAILY HILL SPIPE      APPROX. 2.7 KM 2793838.0 |
 EE1989|---------------------------------------------------------------------|
 EE1989
 EE1989                          SUPERSEDED SURVEY CONTROL
 EE1989
 EE1989  NAD 83(1994)-  34 56 24.65387(N)    085 09 57.52080(W) AD(       ) 2
 EE1989  NAD 83(1986)-  34 56 24.65453(N)    085 09 57.51916(W) AD(       ) 2
 EE1989  NAD 27      -  34 56 24.37822(N)    085 09 57.68798(W) AD(       ) 2
 EE1989  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 EE1989
 EE1989.Superseded values are not recommended for survey control.
 EE1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1989.See file dsdata.txt to determine how the superseded data were derived.
 EE1989
 EE1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6748967945(NAD 83)
 EE1989_MARKER: DD = SURVEY DISK
 EE1989_SETTING: 0 = UNSPECIFIED SETTING
 EE1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1989
 EE1989  HISTORY     - Date     Condition        Report By
 EE1989  HISTORY     - 1972     MONUMENTED       GADT
 EE1989
 EE1989                          STATION DESCRIPTION
 EE1989
 EE1989'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1989'THE STATION IS LOCATED 3.3 MILES WEST OF RINGGOLD, GA., 2.5 MILES
 EE1989'SOUTHEAST OF THE INTERSECTION OF INTERSTATE 75 AND GA. 146, IN
 EE1989'THE MEDIAN OF INTERSTATE 75.
 EE1989'
 EE1989'TO REACH FROM THE CATOOSA COUNTY COURTHOUSE IN RINGGOLD, GA.,
 EE1989'PROCEED WEST ON U.S. 41 FOR 0.8 MILES TO THE INTERSECTION OF
 EE1989'GA. 151.  PROCEED SOUTH ON GA. 151 FOR 0.35 MILES TO THE
 EE1989'INTERSECTION OF GA. 2, CONTINUE SOUTH ON GA. 151 FOR 0.20 MILES
 EE1989'TO THE INTERSECTION OF INTERSTATE 75.  PROCEED NORTHWEST ON
 EE1989'INTERSTATE 75 FOR 3.35 MILES TO THE STATION.
 EE1989'
 EE1989'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1989'STAMPED B.V. 023-201, IS LOCATED 825.0 FEET SOUTHEAST OF A POWER
 EE1989'POLE, 80.6 FEET NORTHEAST OF INTERSTATE 75 EASTBOUND LANE, 190.0
 EE1989'FEET SOUTHWEST OF INTERSTATE 75 WESTBOUND LANE, 440.0 FEET SOUTH
 EE1989'OF THE END OF A BRIDGE RAIL ON INTERSTATE 75 WESTBOUND LANE,
 EE1989'430.0 FEET SOUTHWEST OF THE END OF A BRIDGE RAIL ON INTERSTATE 75
 EE1989'EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1984 ***********************************************************************
 EE1984  DESIGNATION -  BV 023 202 GAHD 1972
 EE1984  PID         -  EE1984
 EE1984  STATE/COUNTY-  GA/CATOOSA
 EE1984  USGS QUAD   -  EAST RIDGE (1982)
 EE1984
 EE1984                         *CURRENT SURVEY CONTROL
 EE1984  ___________________________________________________________________
 EE1984* NAD 83(1994)-  34 58 01.01630(N)    085 11 14.07182(W)     ADJUSTED  
 EE1984* NAVD 88     -       263.3    (meters)     864.     (feet)  VERTCON   
 EE1984  ___________________________________________________________________
 EE1984  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EE1984  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 EE1984
 EE1984  HORZ ORDER  -  SECOND
 EE1984
 EE1984.The horizontal coordinates were established by classical geodetic methods
 EE1984.and adjusted by the National Geodetic Survey in September 1997..
 EE1984
 EE1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1984
 EE1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1984
 EE1984.The geoid height was determined by GEOID03.
 EE1984
 EE1984;                    North         East     Units Scale Factor Converg.
 EE1984;SPC GA W     -   551,233.453   606,803.698   MT  1.00000701   -0 35 05.8
 EE1984;SPC GA W     - 1,808,505.09  1,990,821.80   sFT  1.00000701   -0 35 05.8
 EE1984;SPC TN       -    70,609.450   674,228.744   MT  1.00006200   +0 28 33.0
 EE1984;SPC TN       -   231,657.84  2,212,032.14   sFT  1.00006200   +0 28 33.0
 EE1984;UTM  16      - 3,870,878.515   665,493.191   MT  0.99993756   +1 02 20.9
 EE1984
 EE1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1984!SPC GA W     -   0.99996335  x   1.00000701  =   0.99997036
 EE1984!SPC TN       -   0.99996335  x   1.00006200  =   1.00002535
 EE1984!UTM  16      -   0.99996335  x   0.99993756  =   0.99990091
 EE1984
 EE1984:                Primary Azimuth Mark                     Grid Az
 EE1984:SPC GA W     -  BV 023 201 GAHD 1972                     147 23 27.0
 EE1984:SPC TN       -  BV 023 201 GAHD 1972                     146 19 48.2
 EE1984:UTM  16      -  BV 023 201 GAHD 1972                     145 46 00.3
 EE1984
 EE1984|---------------------------------------------------------------------|
 EE1984| PID    Reference Object                     Distance      Geod. Az  |
 EE1984|                                                           dddmmss.s |
 EE1984| EE1989 BV 023 201 GAHD 1972                APPROX. 3.5 KM 1464821.2 |
 EE1984| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX.17.2 KM 2673538.6 |
 EE1984| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX.17.4 KM 2681804.4 |
 EE1984|---------------------------------------------------------------------|
 EE1984
 EE1984                          SUPERSEDED SURVEY CONTROL
 EE1984
 EE1984  NAD 83(1994)-  34 58 01.01731(N)    085 11 14.07558(W) AD(       ) 2
 EE1984  NAD 83(1986)-  34 58 01.01795(N)    085 11 14.07385(W) AD(       ) 2
 EE1984  NAD 27      -  34 58 00.74457(N)    085 11 14.23903(W) AD(       ) 2
 EE1984  NGVD 29 (07/19/86)  263.3    (m)          864.     (f) VERT ANG       
 EE1984
 EE1984.Superseded values are not recommended for survey control.
 EE1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1984.See file dsdata.txt to determine how the superseded data were derived.
 EE1984
 EE1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6549370879(NAD 83)
 EE1984_MARKER: DD = SURVEY DISK
 EE1984_SETTING: 0 = UNSPECIFIED SETTING
 EE1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1984
 EE1984  HISTORY     - Date     Condition        Report By
 EE1984  HISTORY     - 1972     MONUMENTED       GADT
 EE1984
 EE1984                          STATION DESCRIPTION
 EE1984
 EE1984'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1984'THE STATION IS LOCATED AT THE INTERSECTION OF GA. 146 AND
 EE1984'INTERSTATE 75.  5.5 MILES NORTHWEST OF RINGGOLD, GEORGIA.  3.8
 EE1984'MILES NORTHEAST OF FORT OGLETHORPE ON THE RIGHT-OF-WAY OF THE
 EE1984'GEORGIA HIGHWAY DEPARTMENT.
 EE1984'
 EE1984'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 2 PROCEED
 EE1984'NORTH ON U.S. 27 1.0 MILE TO THE INTERSECTION OF GA. 2A.  PROCEED
 EE1984'NORTH ON U.S. 27 0.55 MILE TO THE INTERSECTION OF GA. 146.  PROCEED
 EE1984'EAST ON GA. 146 4.55 MILES TO THE INTERSECTION OF A PAVED COUNTY
 EE1984'ROAD.  PROCEED SOUTH ON THE PAVED COUNTY ROAD 0.25 MILE TO THE
 EE1984'STATION.
 EE1984'
 EE1984'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1984'STAMPED B.V. 023-202, IS LOCATED 138.5 FEET NORTH OF A POWER
 EE1984'POLE.  9.3 FEET NORTH OF THE FOSTER HILLS HOUSING MARKER.  16.0
 EE1984'FEET EAST OF THE CURB OF THE ROAD.  16.1 FEET WEST OF THE CURB
 EE1984'OF THE ROAD.  22.5 FEET SOUTH OF THE NORTH END OF THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2062 ***********************************************************************
 EE2062  DESIGNATION -  BV 023 203 GAHD 1972
 EE2062  PID         -  EE2062
 EE2062  STATE/COUNTY-  GA/CATOOSA
 EE2062  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2062
 EE2062                         *CURRENT SURVEY CONTROL
 EE2062  ___________________________________________________________________
 EE2062* NAD 83(1994)-  34 58 54.33825(N)    085 15 07.79052(W)     ADJUSTED  
 EE2062* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 EE2062  ___________________________________________________________________
 EE2062  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 EE2062  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EE2062
 EE2062  HORZ ORDER  -  SECOND
 EE2062
 EE2062.The horizontal coordinates were established by classical geodetic methods
 EE2062.and adjusted by the National Geodetic Survey in September 1997..
 EE2062
 EE2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2062
 EE2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2062
 EE2062.The geoid height was determined by GEOID03.
 EE2062
 EE2062;                    North         East     Units Scale Factor Converg.
 EE2062;SPC GA W     -   552,939.051   600,892.811   MT  1.00002102   -0 37 20.6
 EE2062;SPC GA W     - 1,814,100.87  1,971,429.16   sFT  1.00002102   -0 37 20.6
 EE2062;UTM  16      - 3,872,415.738   659,536.857   MT  0.99991369   +1 00 08.2
 EE2062
 EE2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2062!SPC GA W     -   0.99996731  x   1.00002102  =   0.99998833
 EE2062!UTM  16      -   0.99996731  x   0.99991369  =   0.99988100
 EE2062
 EE2062:                Primary Azimuth Mark                     Grid Az
 EE2062:SPC GA W     -  FT OGLETHORPE DAILY HILL SPIPE           129 07 53.0
 EE2062:UTM  16      -  FT OGLETHORPE DAILY HILL SPIPE           127 30 24.2
 EE2062
 EE2062|---------------------------------------------------------------------|
 EE2062| PID    Reference Object                     Distance      Geod. Az  |
 EE2062|                                                           dddmmss.s |
 EE2062| EE1991 FT OGLETHORPE DAILY HILL SPIPE      APPROX. 6.7 KM 1283032.4 |
 EE2062| EE1985 BOOKVALE                            APPROX. 2.1 KM 1314626.6 |
 EE2062|---------------------------------------------------------------------|
 EE2062
 EE2062                          SUPERSEDED SURVEY CONTROL
 EE2062
 EE2062  NAD 83(1994)-  34 58 54.33916(N)    085 15 07.79412(W) AD(       ) 2
 EE2062  NAD 83(1986)-  34 58 54.33983(N)    085 15 07.79225(W) AD(       ) 2
 EE2062  NAD 27      -  34 58 54.06989(N)    085 15 07.94990(W) AD(       ) 2
 EE2062  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 EE2062
 EE2062.Superseded values are not recommended for survey control.
 EE2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2062.See file dsdata.txt to determine how the superseded data were derived.
 EE2062
 EE2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5953772416(NAD 83)
 EE2062_MARKER: DD = SURVEY DISK
 EE2062_SETTING: 0 = UNSPECIFIED SETTING
 EE2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2062
 EE2062  HISTORY     - Date     Condition        Report By
 EE2062  HISTORY     - 1972     MONUMENTED       GADT
 EE2062
 EE2062                          STATION DESCRIPTION
 EE2062
 EE2062'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2062'THE STATION IS LOCATED 2.0 MILES EAST OF ROSSVILLE, GA., 2.0
 EE2062'MILES NORTH OF FORT OGLETHORPE, GA., 2.7 MILES NORTH OF THE
 EE2062'INTERSECTION OF GA. 2 AND U.S. 27 IN LAKEWOOD MEMORY GARDENS
 EE2062'CEMETERY.  PERMISSION WAS GIVEN BY GORDON SPARKS.
 EE2062'
 EE2062'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 2 PROCEED NORTH
 EE2062'ON U.S. 27 FOR 1.0 MILE TO THE INTERSECTION OF GA. 2A, CONTINUE
 EE2062'NORTH ON U.S. 27 FOR 1.1 MILES TO THE INTERSECTION OF
 EE2062'GA. 218.  PROCEED EAST ON GA. 218 FOR 1.5 MILES TO THE
 EE2062'INTERSECTION OF CITY PAVED STREET 105.
 EE2062'
 EE2062'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2062'STAMPED B.V. 023-203, IS LOCATED ON THE HILL IN LAKEWOOD MEMORY
 EE2062'GARDENS CEMETERY, 87.0 FEET NORTH OF A STATUE OF A MAN AND WOMAN,
 EE2062'101.0 FEET SOUTH OF A STATUE OF THE LORDS SUPPER, 313.0 FEET
 EE2062'SOUTHWEST OF THE OFFICE, 263.0 FEET SOUTHEAST OF CEMETERY STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1965 ***********************************************************************
 EE1965  DESIGNATION -  BV 023 204 GAHD 1972
 EE1965  PID         -  EE1965
 EE1965  STATE/COUNTY-  GA/CATOOSA
 EE1965  USGS QUAD   -  RINGGOLD (1983)
 EE1965
 EE1965                         *CURRENT SURVEY CONTROL
 EE1965  ___________________________________________________________________
 EE1965* NAD 83(1994)-  34 57 42.43673(N)    085 07 25.45514(W)     ADJUSTED  
 EE1965* NAVD 88     -       264.2    (meters)     867.     (feet)  VERTCON   
 EE1965  ___________________________________________________________________
 EE1965  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EE1965  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EE1965
 EE1965  HORZ ORDER  -  SECOND
 EE1965
 EE1965.The horizontal coordinates were established by classical geodetic methods
 EE1965.and adjusted by the National Geodetic Survey in September 1997..
 EE1965
 EE1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1965
 EE1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1965
 EE1965.The geoid height was determined by GEOID03.
 EE1965
 EE1965;                    North         East     Units Scale Factor Converg.
 EE1965;SPC GA W     -   550,603.557   612,597.488   MT  0.99999412   -0 32 54.5
 EE1965;SPC GA W     - 1,806,438.50  2,009,830.26   sFT  0.99999412   -0 32 54.5
 EE1965;SPC TN       -    70,086.925   680,033.566   MT  1.00006335   +0 30 46.8
 EE1965;SPC TN       -   229,943.52  2,231,076.79   sFT  1.00006335   +0 30 46.8
 EE1965;UTM  16      - 3,870,413.092   671,302.209   MT  0.99996167   +1 04 31.5
 EE1965
 EE1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1965!SPC GA W     -   0.99996321  x   0.99999412  =   0.99995733
 EE1965!SPC TN       -   0.99996321  x   1.00006335  =   1.00002656
 EE1965!UTM  16      -   0.99996321  x   0.99996167  =   0.99992488
 EE1965
 EE1965:                Primary Azimuth Mark                     Grid Az
 EE1965:SPC GA W     -  HELD                                     084 21 15.4
 EE1965:SPC TN       -  HELD                                     083 17 34.1
 EE1965:UTM  16      -  HELD                                     082 43 49.4
 EE1965
 EE1965|---------------------------------------------------------------------|
 EE1965| PID    Reference Object                     Distance      Geod. Az  |
 EE1965|                                                           dddmmss.s |
 EE1965| EE1960 HELD                                APPROX. 3.4 KM 0834820.9 |
 EE1965| FC1876 LOOKOUT MTN E STANDPIPE             APPROX.20.7 KM 2825458.0 |
 EE1965|---------------------------------------------------------------------|
 EE1965
 EE1965                          SUPERSEDED SURVEY CONTROL
 EE1965
 EE1965  NAD 83(1994)-  34 57 42.43761(N)    085 07 25.46011(W) AD(       ) 2
 EE1965  NAD 83(1986)-  34 57 42.43817(N)    085 07 25.45877(W) AD(       ) 2
 EE1965  NAD 27      -  34 57 42.16415(N)    085 07 25.63423(W) AD(       ) 2
 EE1965  NGVD 29 (07/19/86)  264.2    (m)          867.     (f) VERT ANG       
 EE1965
 EE1965.Superseded values are not recommended for survey control.
 EE1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1965.See file dsdata.txt to determine how the superseded data were derived.
 EE1965
 EE1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7130270413(NAD 83)
 EE1965_MARKER: DD = SURVEY DISK
 EE1965_SETTING: 0 = UNSPECIFIED SETTING
 EE1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1965
 EE1965  HISTORY     - Date     Condition        Report By
 EE1965  HISTORY     - 1972     MONUMENTED       GADT
 EE1965
 EE1965                          STATION DESCRIPTION
 EE1965
 EE1965'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1965'THE STATION IS LOCATED 2.4 MILES EAST OF ROSSVILLE, GA., 9.0
 EE1965'MILES NORTHWEST OF RINGGOLD, GA., 2.2 MILES NORTH OF FORT
 EE1965'OGLETHORPE, GA.
 EE1965'
 EE1965'TO REACH FROM THE CATOOSA COUNTY COURTHOUSE IN RINGGOLD, GA.,
 EE1965'PROCEED EAST ON U.S. 41 FOR 0.25 MILES TO THE INTERSECTION OF TRUCK
 EE1965'ROUTE U.S. 41.  PROCEED NORTH ON GA. 151 (BY A RAILROAD) FOR 3.05
 EE1965'MILE TO COUNTY PAVED ROAD.  PROCEED WEST ACROSS RAILROAD AND
 EE1965'PROCEED NORTH ON THE COUNTY PAVED ROAD 241.  CONTINUE NORTH ON
 EE1965'COUNTY PAVED ROAD 241 FOR 1.4 MILES TO STATION.
 EE1965'
 EE1965'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1965'STAMPED B.V. 023-204, IS LOCATED 22.0 FEET NORTH OF THE CENTERLINE
 EE1965'OF THE COUNTY PAVED ROAD, 57.2 FEET NORTHWEST OF A 20-INCH PINE,
 EE1965'2.25 FEET NORTH OF A FENCE, 54.8 FEET SOUTHEAST OF A TELEPHONE
 EE1965'POLE, 153.6 FEET NORTHEAST OF A 24-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1990 ***********************************************************************
 EE1990  CBN         -  This is a Cooperative Base Network Control Station.
 EE1990  DESIGNATION -  BV 023 205
 EE1990  PID         -  EE1990
 EE1990  STATE/COUNTY-  GA/CATOOSA
 EE1990  USGS QUAD   -  EAST RIDGE (1982)
 EE1990
 EE1990                         *CURRENT SURVEY CONTROL
 EE1990  ___________________________________________________________________
 EE1990* NAD 83(1994)-  34 54 35.56533(N)    085 07 37.60946(W)     ADJUSTED  
 EE1990* NAVD 88     -       243.8    (meters)     800.     (feet)  GPS OBS   
 EE1990  ___________________________________________________________________
 EE1990  X           -     444,802.290 (meters)                     COMP
 EE1990  Y           -  -5,217,404.353 (meters)                     COMP
 EE1990  Z           -   3,629,795.030 (meters)                     COMP
 EE1990  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EE1990  ELLIP HEIGHT-         214.03  (meters)          (03/09/95) GPS OBS
 EE1990  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 EE1990
 EE1990  HORZ ORDER  -  B
 EE1990  ELLP ORDER  -  FIRST     CLASS I
 EE1990
 EE1990.The horizontal coordinates were established by GPS observations
 EE1990.and adjusted by the National Geodetic Survey in March 1995..
 EE1990
 EE1990.The orthometric height was determined by GPS observations and a
 EE1990.high-resolution geoid model.
 EE1990
 EE1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1990
 EE1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1990
 EE1990.The ellipsoidal height was determined by GPS observations
 EE1990.and is referenced to NAD 83.
 EE1990
 EE1990.The geoid height was determined by GEOID03.
 EE1990
 EE1990;                    North         East     Units Scale Factor Converg.
 EE1990;SPC GA W     -   544,848.087   612,233.871   MT  0.99999491   -0 32 58.9
 EE1990;SPC GA W     - 1,787,555.77  2,008,637.29   sFT  0.99999491   -0 32 58.9
 EE1990;UTM  16      - 3,864,649.824   671,101.738   MT  0.99996083   +1 04 19.5
 EE1990
 EE1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1990!SPC GA W     -   0.99996641  x   0.99999491  =   0.99996132
 EE1990!UTM  16      -   0.99996641  x   0.99996083  =   0.99992724
 EE1990
 EE1990:                Primary Azimuth Mark                     Grid Az
 EE1990:SPC GA W     -  HELD                                     031 34 41.8
 EE1990:UTM  16      -  HELD                                     029 57 23.4
 EE1990
 EE1990|---------------------------------------------------------------------|
 EE1990| PID    Reference Object                     Distance      Geod. Az  |
 EE1990|                                                           dddmmss.s |
 EE1990| EE1960 HELD                                APPROX. 7.1 KM 0310142.9 |
 EE1990| EE1962 CATOOSA LOT                         APPROX. 2.8 KM 0684933.0 |
 EE1990| EE1964 RINGGOLD SOUTHERN GAS RAD TWR       APPROX. 2.2 KM 1105144.3 |
 EE1990|---------------------------------------------------------------------|
 EE1990
 EE1990                          SUPERSEDED SURVEY CONTROL
 EE1990
 EE1990  NAD 83(1994)-  34 54 35.56574(N)    085 07 37.61451(W) AD(       ) 2
 EE1990  NAD 83(1986)-  34 54 35.56651(N)    085 07 37.61324(W) AD(       ) 2
 EE1990  NAD 27      -  34 54 35.29055(N)    085 07 37.79049(W) AD(       ) 2
 EE1990  NGVD 29 (07/19/86)  243.7    (m)          800.     (f) VERT ANG       
 EE1990
 EE1990.Superseded values are not recommended for survey control.
 EE1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1990.See file dsdata.txt to determine how the superseded data were derived.
 EE1990
 EE1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7110264650(NAD 83)
 EE1990_MARKER: DD = SURVEY DISK
 EE1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1990_STAMPING: 023-205
 EE1990_MARK LOGO: GADT  
 EE1990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EE1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1990+STABILITY: SURFACE MOTION
 EE1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1990+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 EE1990
 EE1990  HISTORY     - Date     Condition        Report By
 EE1990  HISTORY     - 1972     MONUMENTED       GADT
 EE1990  HISTORY     - 19940412 GOOD             GADT
 EE1990  HISTORY     - 20020214 GOOD             GADT
 EE1990  HISTORY     - 20030325 GOOD             GADT
 EE1990  HISTORY     - 20031010 GOOD             TNDT
 EE1990
 EE1990                          STATION DESCRIPTION
 EE1990
 EE1990'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1990'THE STATION IS LOCATED 1.0 MILE SOUTHWEST OF RINGGOLD, GA., AT
 EE1990'THE INTERSECTION OF GA. 151 AND INTERSTATE 75.
 EE1990'
 EE1990'TO REACH FROM THE CATOOSA COUNTY COURTHOUSE IN RINGGOLD, GA.,
 EE1990'PROCEED WEST ON U.S. 41 FOR 0.8 MILE TO THE INTERSECTION OF
 EE1990'GA. 151.  PROCEED SOUTH ON GA. 151 FOR 0.35 MILE TO THE
 EE1990'INTERSECTION OF GA. 2, CONTINUE SOUTH ON GA. 151 FOR 0.27 MILE TO
 EE1990'THE STATION.
 EE1990'
 EE1990'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1990'STAMPED B.V. 023-205, IS LOCATED 57.9 FEET NORTHEAST OF A CONCRETE
 EE1990'CURB, 17.0 FEET EAST OF THE SOUTHEND OF THE BRIDGE RAILING ON
 EE1990'SOUTHBOUND LANE OF GA. 151, 33.8 FEET EAST OF THE CENTERLINE IN
 EE1990'THE SOUTHBOUND LANE OF GA. 151, 21.6 FEET SOUTHEAST OF THE SOUTH
 EE1990'END OF THE BRIDGE RAILING ON THE NORTHBOUND LANE OF GA. 151,
 EE1990'30.0 FEET WEST OF THE CENTERLINE IN THE NORTHBOUND LANE OF GA.
 EE1990'151.
 EE1990
 EE1990                          STATION RECOVERY (1994)
 EE1990
 EE1990'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE1990'THE STATION IS LOCATED 1.0 MI (1.6 KM) SOUTHWEST OF RINGGOLD, GA, AT
 EE1990'THE INTERSECTION OF STATE HIGHWAY 151 AND INTERSTATE HIGHWAY 75.
 EE1990'OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE CATOOSA
 EE1990'COUNTY COURTHOUSE IN RINGGOLD, GO WEST ON U.S. HIGHWAY 41 FOR 0.8 MI
 EE1990'(1.3 KM) TO THE INTERSECTION OF STATE HIGHWAY 151, TRN LEFT AND GO
 EE1990'SOUTH ON STATE HIGHWAY 151 FOR 0.35 MI (0.56 KM) TO THE INTERSECTION
 EE1990'OF STATE HIGHWAY 2, CONTINUE SOUTH ON STATE HIGHWAY 151 FOR 0.27 MI
 EE1990'(0.43 KM) TO THE STATION IN THE MEDIAN ON THE LEFT AT THE SOUTH END OF
 EE1990'BRIDGE OVER INTERSTATE HIGHWAY 75. THE STATION IS LOCATED 57.9 FT
 EE1990'(17.6 M) NORTHEAST OF A CONCRETE CURB, 33.8 FT (10.3 M) EAST OF THE
 EE1990'CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 151, 30.0 FT (9.1 M) WEST
 EE1990'OF THE CENTERLINE OF HIGHWAY 151, 21.6 FT (6.6 M) SOUTHWEST OF THE
 EE1990'SOUTH END OF THE BRIDGE RAILING ON THE NORTHBOUND LANE OF HIGHWAY 151
 EE1990'AND 17.0 FT (5.2 M) EAST OF THE SOUTH END OF THE BRIDGE RAILING OF THE
 EE1990'SOUTHBOUND LANE OF HIGHWAY 151.
 EE1990
 EE1990                          STATION RECOVERY (2002)
 EE1990
 EE1990'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 EE1990'RECOVERED IN GOOD CONDITION.
 EE1990
 EE1990                          STATION RECOVERY (2003)
 EE1990
 EE1990'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1990'THIS MARK WAS USED AS STATION IN NGS PROJECT FBN 2003 AS A BORDER TIE
 EE1990'FOR PROJECT IN TENNESSEE.
 EE1990' 
 EE1990
 EE1990                          STATION RECOVERY (2003)
 EE1990
 EE1990'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EE1990'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1983 ***********************************************************************
 EE1983  DESIGNATION -  BV 023 206
 EE1983  PID         -  EE1983
 EE1983  STATE/COUNTY-  GA/CATOOSA
 EE1983  USGS QUAD   -  EAST RIDGE (1982)
 EE1983
 EE1983                         *CURRENT SURVEY CONTROL
 EE1983  ___________________________________________________________________
 EE1983* NAD 83(1994)-  34 53 11.86170(N)    085 13 54.69709(W)     ADJUSTED  
 EE1983* NAVD 88     -       230.6    (meters)     757.     (feet)  VERTCON   
 EE1983  ___________________________________________________________________
 EE1983  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 EE1983  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE1983
 EE1983  HORZ ORDER  -  SECOND
 EE1983
 EE1983.The horizontal coordinates were established by classical geodetic methods
 EE1983.and adjusted by the National Geodetic Survey in September 1997..
 EE1983
 EE1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1983
 EE1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1983
 EE1983.The geoid height was determined by GEOID03.
 EE1983
 EE1983;                    North         East     Units Scale Factor Converg.
 EE1983;SPC GA W     -   542,365.598   602,634.275   MT  1.00001680   -0 36 33.4
 EE1983;SPC GA W     - 1,779,411.13  1,977,142.62   sFT  1.00001680   -0 36 33.4
 EE1983;UTM  16      - 3,861,896.905   661,576.838   MT  0.99992177   +1 00 41.5
 EE1983
 EE1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1983!SPC GA W     -   0.99996845  x   1.00001680  =   0.99998525
 EE1983!UTM  16      -   0.99996845  x   0.99992177  =   0.99989023
 EE1983
 EE1983:                Primary Azimuth Mark                     Grid Az
 EE1983:SPC GA W     -  FT OGLETHORPE DAILY HILL SPIPE           028 27 49.8
 EE1983:UTM  16      -  FT OGLETHORPE DAILY HILL SPIPE           026 50 34.9
 EE1983
 EE1983|---------------------------------------------------------------------|
 EE1983| PID    Reference Object                     Distance      Geod. Az  |
 EE1983|                                                           dddmmss.s |
 EE1983| EE1991 FT OGLETHORPE DAILY HILL SPIPE      APPROX. 7.2 KM 0275116.4 |
 EE1983| CG4944 BV 023 206 AZ MK                                   2421138.5 |
 EE1983|---------------------------------------------------------------------|
 EE1983
 EE1983                          SUPERSEDED SURVEY CONTROL
 EE1983
 EE1983  NAD 83(1994)-  34 53 11.86308(N)    085 13 54.70093(W) AD(       ) 2
 EE1983  NAD 83(1986)-  34 53 11.86389(N)    085 13 54.69926(W) AD(       ) 2
 EE1983  NAD 27      -  34 53 11.58618(N)    085 13 54.86129(W) AD(       ) 2
 EE1983  NGVD 29 (07/19/86)  230.6    (m)          757.     (f) VERT ANG       
 EE1983
 EE1983.Superseded values are not recommended for survey control.
 EE1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1983.See file dsdata.txt to determine how the superseded data were derived.
 EE1983
 EE1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6157761897(NAD 83)
 EE1983_MARKER: DD = SURVEY DISK
 EE1983_SETTING: 0 = UNSPECIFIED SETTING
 EE1983
 EE1983  HISTORY     - Date     Condition        Report By
 EE1983  HISTORY     - 1972     MONUMENTED       GADT
 EE1983
 EE1983                          STATION DESCRIPTION
 EE1983
 EE1983'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1983'THE STATION IS LOCATED 7.0 MILES SOUTHEAST OF ROSSVILLE, GA.,
 EE1983'7.2 MILES WEST OF RINGGOLD, GA., 6.0 MILES WEST OF THE INTERSECTION
 EE1983'OF GA. 151 AND INTERSTATE 75 ON THE PROPERTY OF
 EE1983'D.T. HARDEN.  PERMISSION WAS GIVEN BY C.R. WALLACE, CARETAKER.
 EE1983'
 EE1983'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND GA. 143
 EE1983'PROCEED NORTH ON U.S. 27 FOR 5.55 MILES TO THE INTERSECTION OF
 EE1983'GA. 95, CONTINUE NORTH ON U.S. 27 FOR 4.85 MILES TO SHIELDS
 EE1983'CROSSROADS.  PROCEED EAST ON COUNTY PAVED ROAD 144 FOR 2.25 MILES
 EE1983'TO MORTON MEMORIAL PRESBYTERIAN CHURCH.  PROCEED NORTH ON COUNTY
 EE1983'DIRT ROAD 149 FOR 1.20 MILES TO THE STATION.
 EE1983'
 EE1983'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1983'STAMPED BV 023-206 IS LOCATED 413.0 FEET SOUTHEAST OF THE
 EE1983'CENTERLINE OF THE COUNTY DIRT ROAD, 2.2 FEET NORTH OF A FENCE,
 EE1983'685.0 FEET NORTHEAST OF A TELEPHONE POLE, 474.0 FEET NORTHEAST
 EE1983'OF FENCE CORNER ON COUNTY DIRT ROAD.
 EE1983'
 EE1983'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY
 EE1983'DIRT ROAD 149 FOR 0.35 MILES TO THE STATION ON THE LEFT.  IT IS
 EE1983'10.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 149 AND 2.0 FEET
 EE1983'WEST OF THE FENCE LINE.  THE MARK IS A STANDARD BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1977 ***********************************************************************
 EE1977  DESIGNATION -  BV 023 207 GAHD 1972
 EE1977  PID         -  EE1977
 EE1977  STATE/COUNTY-  GA/CATOOSA
 EE1977  USGS QUAD   -  NICKAJACK GAP (1983)
 EE1977
 EE1977                         *CURRENT SURVEY CONTROL
 EE1977  ___________________________________________________________________
 EE1977* NAD 83(1994)-  34 50 08.98759(N)    085 11 40.59351(W)     ADJUSTED  
 EE1977* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 EE1977  ___________________________________________________________________
 EE1977  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 EE1977  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EE1977
 EE1977  HORZ ORDER  -  SECOND
 EE1977
 EE1977.The horizontal coordinates were established by classical geodetic methods
 EE1977.and adjusted by the National Geodetic Survey in September 1997..
 EE1977
 EE1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1977
 EE1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1977
 EE1977.The geoid height was determined by GEOID03.
 EE1977
 EE1977;                    North         East     Units Scale Factor Converg.
 EE1977;SPC GA W     -   536,694.795   605,981.596   MT  1.00000891   -0 35 14.0
 EE1977;SPC GA W     - 1,760,806.17  1,988,124.62   sFT  1.00000891   -0 35 14.0
 EE1977;UTM  16      - 3,856,323.454   665,082.822   MT  0.99993589   +1 01 53.5
 EE1977
 EE1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1977!SPC GA W     -   0.99996335  x   1.00000891  =   0.99997226
 EE1977!UTM  16      -   0.99996335  x   0.99993589  =   0.99989925
 EE1977
 EE1977:                Primary Azimuth Mark                     Grid Az
 EE1977:SPC GA W     -  LASSETTER                                270 41 23.4
 EE1977:UTM  16      -  LASSETTER                                269 04 15.9
 EE1977
 EE1977|---------------------------------------------------------------------|
 EE1977| PID    Reference Object                     Distance      Geod. Az  |
 EE1977|                                                           dddmmss.s |
 EE1977| EE0425 LASSETTER                           APPROX. 4.1 KM 2700609.4 |
 EE1977| EE2087 LOOKOUT MTN LOT                     APPROX.18.4 KM 2793133.9 |
 EE1977| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX.21.6 KM 3095206.6 |
 EE1977| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX.21.8 KM 3095907.6 |
 EE1977|---------------------------------------------------------------------|
 EE1977
 EE1977                          SUPERSEDED SURVEY CONTROL
 EE1977
 EE1977  NAD 83(1994)-  34 50 08.98983(N)    085 11 40.59775(W) AD(       ) 2
 EE1977  NAD 83(1986)-  34 50 08.99069(N)    085 11 40.59627(W) AD(       ) 2
 EE1977  NAD 27      -  34 50 08.71295(N)    085 11 40.76533(W) AD(       ) 2
 EE1977  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 EE1977
 EE1977.Superseded values are not recommended for survey control.
 EE1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1977.See file dsdata.txt to determine how the superseded data were derived.
 EE1977
 EE1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6508356323(NAD 83)
 EE1977_MARKER: DD = SURVEY DISK
 EE1977_SETTING: 0 = UNSPECIFIED SETTING
 EE1977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1977
 EE1977  HISTORY     - Date     Condition        Report By
 EE1977  HISTORY     - 1972     MONUMENTED       GADT
 EE1977
 EE1977                          STATION DESCRIPTION
 EE1977
 EE1977'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1977'THE STATION IS LOCATED 2.7 MILES NORTHEAST OF THE INTERSECTION OF
 EE1977'GA. 95 AND U.S. 27.  10.4 MILES NORTHEAST OF LAFAYETTE,
 EE1977'GEORGIA.  7.2 MILES NORTH OF THE INTERSECTION OF GA. 151 AND
 EE1977'GA. 95 ON THE PROPERTY OF MRS. S. P. HENERY.
 EE1977'
 EE1977'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27 IN
 EE1977'LAFAYETTE, GEORGIA, PROCEED NORTH ON U.S. 27 FOR 8.65 MILES TO
 EE1977'THE INTERSECTION OF COUNTY ROAD 154.  PROCEED EAST ON COUNTY ROAD
 EE1977'2.20 MILES TO THE INTERSECTION OF COUNTY ROAD S2207.  PROCEED EAST
 EE1977'ON COUNTY ROAD S2207 1.9 MILES TO THE INTERSECTION OF COUNTY
 EE1977'ROAD 156.  PROCEED SOUTH ON COUNTY ROAD 0.25 MILES TO THE
 EE1977'STATION ON THE RIGHT.
 EE1977'
 EE1977'THE STATION IS A STANDARD BRASS DISC SET IN POURED CONCRETE
 EE1977'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 9.8 FEET WEST OF
 EE1977'A FENCE.  15.4 FEET NORTHWEST OF A 14 INCH HICKORY TREE.  13 FEET
 EE1977'SOUTHWEST OF AN 18 INCH SWEETGUM TREE.  9 FEET NORTH OF A
 EE1977'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1973 ***********************************************************************
 EE1973  DESIGNATION -  BV 023 208
 EE1973  PID         -  EE1973
 EE1973  STATE/COUNTY-  GA/CATOOSA
 EE1973  USGS QUAD   -  NICKAJACK GAP (1983)
 EE1973
 EE1973                         *CURRENT SURVEY CONTROL
 EE1973  ___________________________________________________________________
 EE1973* NAD 83(1994)-  34 48 09.96334(N)    085 08 54.84949(W)     ADJUSTED  
 EE1973* NAVD 88     -       255.8    (meters)     839.     (feet)  VERTCON   
 EE1973  ___________________________________________________________________
 EE1973  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EE1973  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1973
 EE1973  HORZ ORDER  -  SECOND
 EE1973
 EE1973.The horizontal coordinates were established by classical geodetic methods
 EE1973.and adjusted by the National Geodetic Survey in September 1997..
 EE1973
 EE1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1973
 EE1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1973
 EE1973.The geoid height was determined by GEOID03.
 EE1973
 EE1973;                    North         East     Units Scale Factor Converg.
 EE1973;SPC GA W     -   532,984.938   610,156.795   MT  0.99999945   -0 33 37.7
 EE1973;SPC GA W     - 1,748,634.75  2,001,822.75   sFT  0.99999945   -0 33 37.7
 EE1973;UTM  16      - 3,852,733.185   669,360.857   MT  0.99995353   +1 03 25.1
 EE1973
 EE1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1973!SPC GA W     -   0.99996448  x   0.99999945  =   0.99996393
 EE1973!UTM  16      -   0.99996448  x   0.99995353  =   0.99991801
 EE1973
 EE1973:                Primary Azimuth Mark                     Grid Az
 EE1973:SPC GA W     -  BV 023 208 AZ MK                         181 52 38.0
 EE1973:UTM  16      -  BV 023 208 AZ MK                         180 15 35.2
 EE1973
 EE1973|---------------------------------------------------------------------|
 EE1973| PID    Reference Object                     Distance      Geod. Az  |
 EE1973|                                                           dddmmss.s |
 EE1973| CG4945 BV 023 208 AZ MK                                   1811900.3 |
 EE1973|---------------------------------------------------------------------|
 EE1973
 EE1973                          SUPERSEDED SURVEY CONTROL
 EE1973
 EE1973  NAD 83(1994)-  34 48 09.96604(N)    085 08 54.85435(W) AD(       ) 2
 EE1973  NAD 83(1986)-  34 48 09.96696(N)    085 08 54.85303(W) AD(       ) 2
 EE1973  NAD 27      -  34 48 09.68676(N)    085 08 55.02982(W) AD(       ) 2
 EE1973  NGVD 29 (07/19/86)  255.8    (m)          839.     (f) VERT ANG       
 EE1973
 EE1973.Superseded values are not recommended for survey control.
 EE1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1973.See file dsdata.txt to determine how the superseded data were derived.
 EE1973
 EE1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6936152733(NAD 83)
 EE1973_MARKER: DD = SURVEY DISK
 EE1973_SETTING: 0 = UNSPECIFIED SETTING
 EE1973
 EE1973  HISTORY     - Date     Condition        Report By
 EE1973  HISTORY     - 1972     MONUMENTED       GADT
 EE1973
 EE1973                          STATION DESCRIPTION
 EE1973
 EE1973'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1973'THE STATION IS LOCATED 5.5 MILES EAST OF THE INTERSECTION OF
 EE1973'U.S. 27 AND GA. 95.  5.2 MILES NORTH OF THE INTERSECTION OF
 EE1973'GA. 151 AND GA. 95.  9.0 MILES NORTHEAST OF LAFAYETTE, GEORGIA ON
 EE1973'THE PROPERTY OF W. K. EDGEMAN.
 EE1973'
 EE1973'TO REACH FROM THE CATOOSA COUNTY COURTHOUSE IN RINGGOLD, GEORGIA,
 EE1973'PROCEED WEST ON U.S. 41 0.8 MILE TO THE INTERSECTION OF
 EE1973'GA. 151.  PROCEED SOUTH ON GA. 151 0.35 MILE TO THE INTERSECTION
 EE1973'OF GA.  CONTINUE SOUTH ON GA. 151 8.15 MILES TO THE STATION.
 EE1973'
 EE1973'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1973'STAMPED B.V. 023-208, IS LOCATED 57.3 FEET SOUTHEAST OF THE CENTER
 EE1973'LINE OF GA. 151.  10 FEET SOUTHWEST OF THE CENTERLINE OF A
 EE1973'DRIVEWAY.  58.8 FEET SOUTHEAST OF THE P.I. OF THE DRIVEWAY.  2.1
 EE1973'FEET NORTH OF THE FENCE.  21.6 FEET SOUTHEAST OF A TELEPHONE
 EE1973'POLE.  13.5 FEET SOUTHEAST OF THE CORNER OF THE OTHER FENCE.
 EE1973'
 EE1973'THE AZIMUTH MARK IS LOCATED SOUTH ON GA. 151 0.6 MILES TO
 EE1973'CEMETERY ON RIGHT SIDE OF ROAD.  THE AZIMUTH MARK IS LOCATED 40
 EE1973'FEET WEST OF THE CENTERLINE OF GA. 151.  20.8 FEET NORTHEAST OF
 EE1973'A TELEPHONE POLE.  24 FEET SOUTH OF THE DRIVEWAY IN THE
 EE1973'CEMETERY.  50.8 FEET SOUTHWEST OF THE P.I. OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1980 ***********************************************************************
 EE1980  DESIGNATION -  BV 023 209
 EE1980  PID         -  EE1980
 EE1980  STATE/COUNTY-  GA/CATOOSA
 EE1980  USGS QUAD   -  NICKAJACK GAP (1983)
 EE1980
 EE1980                         *CURRENT SURVEY CONTROL
 EE1980  ___________________________________________________________________
 EE1980* NAD 83(1994)-  34 52 04.93300(N)    085 08 40.99466(W)     ADJUSTED  
 EE1980* NAVD 88     -       262.5    (meters)     861.     (feet)  VERTCON   
 EE1980  ___________________________________________________________________
 EE1980  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EE1980  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 EE1980
 EE1980  HORZ ORDER  -  SECOND
 EE1980
 EE1980.The horizontal coordinates were established by classical geodetic methods
 EE1980.and adjusted by the National Geodetic Survey in September 1997..
 EE1980
 EE1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1980
 EE1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1980
 EE1980.The geoid height was determined by GEOID03.
 EE1980
 EE1980;                    North         East     Units Scale Factor Converg.
 EE1980;SPC GA W     -   540,221.968   610,579.555   MT  0.99999852   -0 33 33.0
 EE1980;SPC GA W     - 1,772,378.24  2,003,209.76   sFT  0.99999852   -0 33 33.0
 EE1980;UTM  16      - 3,859,978.944   669,579.001   MT  0.99995444   +1 03 39.2
 EE1980
 EE1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1980!SPC GA W     -   0.99996345  x   0.99999852  =   0.99996197
 EE1980!UTM  16      -   0.99996345  x   0.99995444  =   0.99991789
 EE1980
 EE1980:                Primary Azimuth Mark                     Grid Az
 EE1980:SPC GA W     -  RINGGOLD SOUTHERN GAS RAD TWR            044 05 23.8
 EE1980:UTM  16      -  RINGGOLD SOUTHERN GAS RAD TWR            042 28 11.6
 EE1980
 EE1980|---------------------------------------------------------------------|
 EE1980| PID    Reference Object                     Distance      Geod. Az  |
 EE1980|                                                           dddmmss.s |
 EE1980| EE1964 RINGGOLD SOUTHERN GAS RAD TWR       APPROX. 5.3 KM 0433150.8 |
 EE1980| CG4946 BV 023 209 AZ MK                                   1752725.3 |
 EE1980|---------------------------------------------------------------------|
 EE1980
 EE1980                          SUPERSEDED SURVEY CONTROL
 EE1980
 EE1980  NAD 83(1994)-  34 52 04.93512(N)    085 08 40.99957(W) AD(       ) 2
 EE1980  NAD 83(1986)-  34 52 04.93598(N)    085 08 40.99823(W) AD(       ) 2
 EE1980  NAD 27      -  34 52 04.65942(N)    085 08 41.17460(W) AD(       ) 2
 EE1980  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG       
 EE1980
 EE1980.Superseded values are not recommended for survey control.
 EE1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1980.See file dsdata.txt to determine how the superseded data were derived.
 EE1980
 EE1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6957959979(NAD 83)
 EE1980_MARKER: DD = SURVEY DISK
 EE1980_SETTING: 0 = UNSPECIFIED SETTING
 EE1980
 EE1980  HISTORY     - Date     Condition        Report By
 EE1980  HISTORY     - 1972     MONUMENTED       GADT
 EE1980
 EE1980                          STATION DESCRIPTION
 EE1980
 EE1980'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1980'THE STATION IS LOCATED 3.8 MILES SOUTHWEST OF RINGGOLD,
 EE1980'GEORGIA.  8.3 MILES SOUTHEAST OF FORT OGLETHORPE, GEORGIA.  AND
 EE1980'6.5 MILES NORTHEAST OF INTERSECTION OF GA. 95 AND U.S. 27 ON
 EE1980'THE PROPERTY OF MR. RUEL L. WILLIAMS.
 EE1980'
 EE1980'TO REACH FROM THE INTERSECTION OF FA. 151 AND GA. 2, PROCEED
 EE1980'SOUTH 3.3 MILES ON GA. 151 TO THE STATION ON THE RIGHT.
 EE1980'
 EE1980'THE STATION, A STANDARD BRASS DISC SET IN CONCRETE AND STAMPED
 EE1980'BV 023-209, IS LOCATED 11.0 FEET EAST OF A 16 INCH CEDAR
 EE1980'TREE.  67.21 FEET WEST OF A FENCE.  AND 156.0 FEET SOUTH OF A
 EE1980'FENCE.
 EE1980'
 EE1980'THE AZIMUTH MARK, LOCATED 0.2 MILES SOUTHEAST OF THE STATION,
 EE1980'IS LOCATED 7.3 FEET SOUTHWEST OF A TELEPHONE POLE.  52.0 FEET
 EE1980'EAST OF THE CENTERLINE OF GA. 151.  AND 183.0 FEET NORTHEAST OF
 EE1980'THE P.I. OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1963 ***********************************************************************
 EE1963  DESIGNATION -  BV 023 210
 EE1963  PID         -  EE1963
 EE1963  STATE/COUNTY-  GA/CATOOSA
 EE1963  USGS QUAD   -  RINGGOLD (1983)
 EE1963
 EE1963                         *CURRENT SURVEY CONTROL
 EE1963  ___________________________________________________________________
 EE1963* NAD 83(1994)-  34 57 49.49136(N)    085 02 37.51789(W)     ADJUSTED  
 EE1963* NAVD 88     -       295.8    (meters)     970.     (feet)  VERTCON   
 EE1963  ___________________________________________________________________
 EE1963  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EE1963  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 EE1963
 EE1963  HORZ ORDER  -  SECOND
 EE1963
 EE1963.The horizontal coordinates were established by classical geodetic methods
 EE1963.and adjusted by the National Geodetic Survey in September 1997..
 EE1963
 EE1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1963
 EE1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1963
 EE1963.The geoid height was determined by GEOID03.
 EE1963
 EE1963;                    North         East     Units Scale Factor Converg.
 EE1963;SPC GA W     -   550,753.943   619,903.844   MT  0.99997904   -0 30 09.5
 EE1963;SPC GA W     - 1,806,931.89  2,033,801.19   sFT  0.99997904   -0 30 09.5
 EE1963;UTM  16      - 3,870,770.470   678,601.301   MT  0.99999315   +1 07 16.8
 EE1963
 EE1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1963!SPC GA W     -   0.99995825  x   0.99997904  =   0.99993729
 EE1963!UTM  16      -   0.99995825  x   0.99999315  =   0.99995140
 EE1963
 EE1963:                Primary Azimuth Mark                     Grid Az
 EE1963:SPC GA W     -  BV 023 210 AZ MK                         171 34 33.6
 EE1963:UTM  16      -  BV 023 210 AZ MK                         169 57 07.3
 EE1963
 EE1963|---------------------------------------------------------------------|
 EE1963| PID    Reference Object                     Distance      Geod. Az  |
 EE1963|                                                           dddmmss.s |
 EE1963| CG4947 BV 023 210 AZ MK                                   1710424.1 |
 EE1963| EE1962 CATOOSA LOT                         APPROX. 7.0 KM 2250858.0 |
 EE1963|---------------------------------------------------------------------|
 EE1963
 EE1963                          SUPERSEDED SURVEY CONTROL
 EE1963
 EE1963  NAD 83(1994)-  34 57 49.49255(N)    085 02 37.52309(W) AD(       ) 2
 EE1963  NAD 83(1986)-  34 57 49.49310(N)    085 02 37.52190(W) AD(       ) 2
 EE1963  NAD 27      -  34 57 49.21906(N)    085 02 37.70684(W) AD(       ) 2
 EE1963  NGVD 29 (07/19/86)  295.8    (m)          970.     (f) VERT ANG       
 EE1963
 EE1963.Superseded values are not recommended for survey control.
 EE1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1963.See file dsdata.txt to determine how the superseded data were derived.
 EE1963
 EE1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7860170770(NAD 83)
 EE1963_MARKER: DD = SURVEY DISK
 EE1963_SETTING: 0 = UNSPECIFIED SETTING
 EE1963
 EE1963  HISTORY     - Date     Condition        Report By
 EE1963  HISTORY     - 1972     MONUMENTED       GADT
 EE1963
 EE1963                          STATION DESCRIPTION
 EE1963
 EE1963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1963'THE STATION IS LOCATED 5.0 MILES NORTHEAST OF RINGGOLD,
 EE1963'GEORGIA.  7.3 MILES NORTHWEST OF THE INTERSECTION OF GA. 201
 EE1963'AND GA. 71.  AND 6.0 MILES NORTHWEST OF VARNELL, GEORGIA ON THE
 EE1963'PROPERTY OF ROY BRYANT.
 EE1963'
 EE1963'TO REACH THE STATION FROM THE INTERSECTION OF GA. 2 AND
 EE1963'U.S. ROUTE 41, PROCEED NORTH ON U.S. ROUTE 41 FOR 0.15 MILES TO
 EE1963'PAVED COUNTY ROAD 224.  PROCEED NORTHEAST ON COUNTY PAVED ROAD
 EE1963'224 FOR 4.4 MILES TO COUNTY ROAD 228.  PROCEED NORTH 0.35 MILES
 EE1963'ON COUNTY ROAD 228 TO THE STATION.
 EE1963'
 EE1963'THE STATION, A STANDARD BRASS DISK SET IN A CONCRETE POST 4
 EE1963'INCHES ABOVE THE GROUND AND STAMPED 023-210, IS LOCATED 264.0
 EE1963'FEET NORTHEAST OF A 12 INCH TWIN OAK TREE.  63.6 FEET NORTHWEST
 EE1963'OF A 14 INCH OAK TREE.  AND 441.0 FEET WEST OF AN 18 INCH OAK
 EE1963'TREE ON THE FENCE LINE.
 EE1963'
 EE1963'THE AZIMUTH MARK IS LOCATED 0.5 MILES SOUTH OF THE STATION.  IT
 EE1963'IS 41.0 FEET NORTHWEST OF MASSENGILLS HEADSTONE.  21.7 FEET
 EE1963'NORTHEAST OF A TELEPHONE POLE.  AND 24.5 FEET SOUTHWEST OF THE
 EE1963'HEADSTONE OF MYRTLE C. TALLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1958 ***********************************************************************
 EE1958  DESIGNATION -  BV 023 211 GAHD 1972
 EE1958  PID         -  EE1958
 EE1958  STATE/COUNTY-  GA/CATOOSA
 EE1958  USGS QUAD   -  RINGGOLD (1983)
 EE1958
 EE1958                         *CURRENT SURVEY CONTROL
 EE1958  ___________________________________________________________________
 EE1958* NAD 83(1994)-  34 52 51.16083(N)    085 03 48.84000(W)     ADJUSTED  
 EE1958* NAVD 88     -       297.3    (meters)     975.     (feet)  VERTCON   
 EE1958  ___________________________________________________________________
 EE1958  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EE1958  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EE1958
 EE1958  HORZ ORDER  -  SECOND
 EE1958
 EE1958.The horizontal coordinates were established by classical geodetic methods
 EE1958.and adjusted by the National Geodetic Survey in September 1997..
 EE1958
 EE1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1958
 EE1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1958
 EE1958.The geoid height was determined by GEOID03.
 EE1958
 EE1958;                    North         East     Units Scale Factor Converg.
 EE1958;SPC GA W     -   541,577.040   618,012.192   MT  0.99998282   -0 30 46.6
 EE1958;SPC GA W     - 1,776,824.01  2,027,595.00   sFT  0.99998282   -0 30 46.6
 EE1958;UTM  16      - 3,861,543.612   676,970.198   MT  0.99998601   +1 06 27.6
 EE1958
 EE1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1958!SPC GA W     -   0.99995800  x   0.99998282  =   0.99994082
 EE1958!UTM  16      -   0.99995800  x   0.99998601  =   0.99994401
 EE1958
 EE1958:                Primary Azimuth Mark                     Grid Az
 EE1958:SPC GA W     -  ROCKY                                    141 32 48.1
 EE1958:UTM  16      -  ROCKY                                    139 55 33.9
 EE1958
 EE1958|---------------------------------------------------------------------|
 EE1958| PID    Reference Object                     Distance      Geod. Az  |
 EE1958|                                                           dddmmss.s |
 EE1958| EE1967 ROCKY                               APPROX. 8.1 KM 1410201.5 |
 EE1958| EE1964 RINGGOLD SOUTHERN GAS RAD TWR       APPROX. 4.5 KM 3025839.7 |
 EE1958| EE1962 CATOOSA LOT                         APPROX. 5.3 KM 3231319.1 |
 EE1958|---------------------------------------------------------------------|
 EE1958
 EE1958                          SUPERSEDED SURVEY CONTROL
 EE1958
 EE1958  NAD 83(1994)-  34 52 51.16313(N)    085 03 48.84512(W) AD(       ) 2
 EE1958  NAD 83(1986)-  34 52 51.16391(N)    085 03 48.84398(W) AD(       ) 2
 EE1958  NAD 27      -  34 52 50.88680(N)    085 03 49.02907(W) AD(       ) 2
 EE1958  NGVD 29 (07/19/86)  297.3    (m)          975.     (f) VERT ANG       
 EE1958
 EE1958.Superseded values are not recommended for survey control.
 EE1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1958.See file dsdata.txt to determine how the superseded data were derived.
 EE1958
 EE1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7697061544(NAD 83)
 EE1958_MARKER: DD = SURVEY DISK
 EE1958_SETTING: 0 = UNSPECIFIED SETTING
 EE1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1958+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1998
 EE1958
 EE1958  HISTORY     - Date     Condition        Report By
 EE1958  HISTORY     - 1972     MONUMENTED       GADT
 EE1958  HISTORY     - 19980415 GOOD             GADT
 EE1958
 EE1958                          STATION DESCRIPTION
 EE1958
 EE1958'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1958'THE STATION IS LOCATED 4.0 MILES SOUTHEAST OF RINGGOLD,
 EE1958'GEORGIA.  6.6 MILES WEST OF THE INTERSECTION OF GA. 2 AND
 EE1958'GA. 71.  2.5 MILES NORTHWEST OF THE INTERSECTION OF GA. 201 AND
 EE1958'INTERSTATE 75.
 EE1958'
 EE1958'TO REACH FROM THE INTERSECTION OF GA. 2 AND U.S. 41, PROCEED
 EE1958'SOUTH ON U.S. 41 1.8 MILES TO COUNTY DIRT ROAD 205.  PROCEED
 EE1958'EAST ON COUNTY DIRT ROAD 205 0.4 MILES TO THE STATION.
 EE1958'
 EE1958'THE STATION, A STANDARD BRASS DISC SET IN A DRILL HOLE AND
 EE1958'STAMPED B.V. 023-211, IS LOCATED ON TOP OF THE HILL IN THE BACK
 EE1958'OF THE HOUSE--309 FEET EAST OF A FENCE LINE.  374.4 FEET WEST
 EE1958'OF A FENCE LINE--289.8 FEET SOUTH OF FENCE LINE.
 EE1958
 EE1958                          STATION RECOVERY (1998)
 EE1958
 EE1958'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1998
 EE1958'IN TOP OF A ROCK IN ALMOST APPROX. CENTER OF VERY LARGE OPEN PASTURE.
 EE1958' 
 EE1958'ROCK PROTRUDES ABOUT 1/2 FOOT ABOVE GROUND. COUNTY ROAD IS 476.
 EE1958'AT END OF COUNTY RD 476 THE ROAD FORKS INTO TWO DRIVES WHICH CIRCLE A
 EE1958'HOUSE ON A HILL. THE STATION IS ON A VERY STEEP HILL BEHIND THIS
 EE1958'HOUSE. FROM GATE IT'S BEST TO WALK TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1961 ***********************************************************************
 EE1961  DESIGNATION -  BV 023 212
 EE1961  PID         -  EE1961
 EE1961  STATE/COUNTY-  GA/CATOOSA
 EE1961  USGS QUAD   -  RINGGOLD (1983)
 EE1961
 EE1961                         *CURRENT SURVEY CONTROL
 EE1961  ___________________________________________________________________
 EE1961* NAD 83(1994)-  34 55 07.57019(N)    085 01 49.36915(W)     ADJUSTED  
 EE1961* NAVD 88     -       306.     (meters)    1004.     (feet)  VERTCON   
 EE1961  ___________________________________________________________________
 EE1961  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EE1961  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EE1961
 EE1961  HORZ ORDER  -  SECOND
 EE1961
 EE1961.The horizontal coordinates were established by classical geodetic methods
 EE1961.and adjusted by the National Geodetic Survey in September 1997..
 EE1961
 EE1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1961
 EE1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1961
 EE1961.The geoid height was determined by GEOID03.
 EE1961
 EE1961;                    North         East     Units Scale Factor Converg.
 EE1961;SPC GA W     -   545,753.763   621,082.174   MT  0.99997673   -0 29 39.9
 EE1961;SPC GA W     - 1,790,527.14  2,037,667.10   sFT  0.99997673   -0 29 39.9
 EE1961;SPC TN       -    65,394.793   688,607.382   MT  1.00007495   +0 34 03.6
 EE1961;SPC TN       -   214,549.42  2,259,206.05   sFT  1.00007495   +0 34 03.6
 EE1961;UTM  16      - 3,865,805.581   679,920.809   MT  0.99999898   +1 07 39.9
 EE1961
 EE1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1961!SPC GA W     -   0.99995664  x   0.99997673  =   0.99993337
 EE1961!SPC TN       -   0.99995664  x   1.00007495  =   1.00003159
 EE1961!UTM  16      -   0.99995664  x   0.99999898  =   0.99995562
 EE1961
 EE1961:                Primary Azimuth Mark                     Grid Az
 EE1961:SPC GA W     -  BV 023 212 AZ MK                         180 06 18.4
 EE1961:SPC TN       -  BV 023 212 AZ MK                         179 02 34.9
 EE1961:UTM  16      -  BV 023 212 AZ MK                         178 28 58.6
 EE1961
 EE1961|---------------------------------------------------------------------|
 EE1961| PID    Reference Object                     Distance      Geod. Az  |
 EE1961|                                                           dddmmss.s |
 EE1961| CG4948 BV 023 212 AZ MK                                   1793638.5 |
 EE1961|---------------------------------------------------------------------|
 EE1961
 EE1961                          SUPERSEDED SURVEY CONTROL
 EE1961
 EE1961  NAD 83(1994)-  34 55 07.57214(N)    085 01 49.37423(W) AD(       ) 2
 EE1961  NAD 83(1986)-  34 55 07.57280(N)    085 01 49.37330(W) AD(       ) 2
 EE1961  NAD 27      -  34 55 07.29700(N)    085 01 49.56240(W) AD(       ) 2
 EE1961  NGVD 29 (07/19/86)  306.     (m)         1004.     (f) VERT ANG       
 EE1961
 EE1961.Superseded values are not recommended for survey control.
 EE1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1961.See file dsdata.txt to determine how the superseded data were derived.
 EE1961
 EE1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7992165806(NAD 83)
 EE1961_MARKER: DD = SURVEY DISK
 EE1961_SETTING: 0 = UNSPECIFIED SETTING
 EE1961
 EE1961  HISTORY     - Date     Condition        Report By
 EE1961  HISTORY     - 1972     MONUMENTED       GADT
 EE1961
 EE1961                          STATION DESCRIPTION
 EE1961
 EE1961'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1961'THE STATION IS LOCATED 4.5 MILES EAST OF RINGGOLD, GEORGIA.  5.5
 EE1961'MILES NORTH OF THE INTERSECTION OF GA. 201 AND U.S. 41, GA. 3.  AND
 EE1961'3.3 MILES NORTHWEST OF THE INTERSECTION OF GA. 201 AND GA. 2 ON THE
 EE1961'PROPERTY OF JOE TUCKER.
 EE1961'
 EE1961'TO REACH FROM THE INTERSECTION OF GA. 2 AND U.S. 41, PROCEED
 EE1961'EAST 1.25 MILES ON GA. 2 TO PAVED ROAD S1286.  PROCEED NORTH ON
 EE1961'PAVED ROAD S1286 3.35 MILES TO AN OLD LOGGING TRAIL ON THE
 EE1961'RIGHT.  PROCEED WEST ON THE OLD LOGGING TRAIL 0.35 MILE TO THE
 EE1961'STATION.
 EE1961'
 EE1961'THE STATION, A STANDARD BRASS CAP SET IN CONCRETE AND STAMPED
 EE1961'B.V. 023-212, IS LOCATED 135.2 FEET SOUTHEAST OF AN 8 INCH OAK
 EE1961'TREE, 16 FEET WEST OF THE CENTERLINE OF THE OLD LOGGING TRAIL,
 EE1961'AND 107.0 FEET SOUTHWEST OF A 24 INCH PINE TREE.
 EE1961'
 EE1961'THE AZIMUTH, LOCATED 0.30 MILES SOUTH OF THE STATION IS LOCATED
 EE1961'1.4 FEET NORTH OF A FENCE 13.5 FEET WEST OF AN 8 INCH PINE TREE,
 EE1961'AND 5 FEET NORTHEAST OF A 5 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1966 ***********************************************************************
 EE1966  DESIGNATION -  BV 023 215 GAHD 1972
 EE1966  PID         -  EE1966
 EE1966  STATE/COUNTY-  GA/CATOOSA
 EE1966  USGS QUAD   -  RINGGOLD (1983)
 EE1966
 EE1966                         *CURRENT SURVEY CONTROL
 EE1966  ___________________________________________________________________
 EE1966* NAD 83(1994)-  34 54 24.79255(N)    085 06 15.43075(W)     ADJUSTED  
 EE1966* NAVD 88     -       286.9    (meters)     941.     (feet)  VERTCON   
 EE1966  ___________________________________________________________________
 EE1966  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EE1966  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 EE1966
 EE1966  HORZ ORDER  -  SECOND
 EE1966
 EE1966.The horizontal coordinates were established by classical geodetic methods
 EE1966.and adjusted by the National Geodetic Survey in September 1997..
 EE1966
 EE1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1966
 EE1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1966
 EE1966.The geoid height was determined by GEOID03.
 EE1966
 EE1966;                    North         East     Units Scale Factor Converg.
 EE1966;SPC GA W     -   544,496.351   614,316.808   MT  0.99999046   -0 32 11.7
 EE1966;SPC GA W     - 1,786,401.78  2,015,471.06   sFT  0.99999046   -0 32 11.7
 EE1966;UTM  16      - 3,864,357.185   673,193.738   MT  0.99996971   +1 05 06.3
 EE1966
 EE1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1966!SPC GA W     -   0.99995963  x   0.99999046  =   0.99995009
 EE1966!UTM  16      -   0.99995963  x   0.99996971  =   0.99992934
 EE1966
 EE1966:                Primary Azimuth Mark                     Grid Az
 EE1966:SPC GA W     -  BV 023 216 GAHD 1972                     000 41 17.6
 EE1966:UTM  16      -  BV 023 216 GAHD 1972                     359 03 59.6
 EE1966
 EE1966|---------------------------------------------------------------------|
 EE1966| PID    Reference Object                     Distance      Geod. Az  |
 EE1966|                                                           dddmmss.s |
 EE1966| EE1955 BV 023 216 GAHD 1972                APPROX. 3.7 KM 0000905.9 |
 EE1966|---------------------------------------------------------------------|
 EE1966
 EE1966                          SUPERSEDED SURVEY CONTROL
 EE1966
 EE1966  NAD 83(1994)-  34 54 24.79318(N)    085 06 15.43569(W) AD(       ) 2
 EE1966  NAD 83(1986)-  34 54 24.79392(N)    085 06 15.43443(W) AD(       ) 2
 EE1966  NAD 27      -  34 54 24.51702(N)    085 06 15.61411(W) AD(       ) 2
 EE1966  NGVD 29 (07/19/86)  286.9    (m)          941.     (f) VERT ANG       
 EE1966
 EE1966.Superseded values are not recommended for survey control.
 EE1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1966.See file dsdata.txt to determine how the superseded data were derived.
 EE1966
 EE1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7319464357(NAD 83)
 EE1966_MARKER: DD = SURVEY DISK
 EE1966_SETTING: 0 = UNSPECIFIED SETTING
 EE1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1966
 EE1966  HISTORY     - Date     Condition        Report By
 EE1966  HISTORY     - 1972     MONUMENTED       GADT
 EE1966
 EE1966                          STATION DESCRIPTION
 EE1966
 EE1966'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1966'THE STATION IS LOCATED 1.0 MILES SOUTH OF RINGGOLD, GEORGIA.  2.5
 EE1966'MILES EAST OF THE INTERSECTION OF GA. 2 AND INTERSTATE 75.  5.6
 EE1966'MILES NORTHWEST OF THE INTERSECTION OF GA. 201 AND INTERSTATE 75.
 EE1966'
 EE1966'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 151, PROCEED
 EE1966'WEST 0.3 MILES ON GA. 151 TO A PAVED COUNTY ROAD 259.  PROCEED
 EE1966'SOUTH 1.2 MILES ON COUNTY PAVED ROAD 259 UNTIL PAVEMENT
 EE1966'ENDS.  CONTINUE SOUTH 0.7 MILES TO THE STATION.
 EE1966'
 EE1966'THE STATION, A STANDARD BRASS DISC SET IN A DRILL HOLE AND
 EE1966'STAMPED B.V. 023-215, IS LOCATED 18.0 FEET EAST OF THE
 EE1966'CENTERLINE OF COUNTY DIRT ROAD.  11.0 FEET WEST OF LEDGE IN ROCK
 EE1966'CUT.  AND 16.0 FEET NORTHWEST OF A 6 INCH TWIN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1955 ***********************************************************************
 EE1955  DESIGNATION -  BV 023 216 GAHD 1972
 EE1955  PID         -  EE1955
 EE1955  STATE/COUNTY-  GA/CATOOSA
 EE1955  USGS QUAD   -  RINGGOLD (1983)
 EE1955
 EE1955                         *CURRENT SURVEY CONTROL
 EE1955  ___________________________________________________________________
 EE1955* NAD 83(1994)-  34 56 23.98932(N)    085 06 15.04762(W)     ADJUSTED  
 EE1955* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 EE1955  ___________________________________________________________________
 EE1955  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EE1955  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EE1955
 EE1955  HORZ ORDER  -  SECOND
 EE1955
 EE1955.The horizontal coordinates were established by classical geodetic methods
 EE1955.and adjusted by the National Geodetic Survey in September 1997..
 EE1955
 EE1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1955
 EE1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1955
 EE1955.The geoid height was determined by GEOID03.
 EE1955
 EE1955;                    North         East     Units Scale Factor Converg.
 EE1955;SPC GA W     -   548,169.283   614,360.944   MT  0.99999036   -0 32 13.1
 EE1955;SPC GA W     - 1,798,452.06  2,015,615.86   sFT  0.99999036   -0 32 13.1
 EE1955;SPC TN       -    67,685.557   681,841.947   MT  1.00006916   +0 31 28.0
 EE1955;SPC TN       -   222,065.03  2,237,009.79   sFT  1.00006916   +0 31 28.0
 EE1955;UTM  16      - 3,868,029.818   673,133.872   MT  0.99996945   +1 05 09.7
 EE1955
 EE1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1955!SPC GA W     -   0.99996769  x   0.99999036  =   0.99995805
 EE1955!SPC TN       -   0.99996769  x   1.00006916  =   1.00003685
 EE1955!UTM  16      -   0.99996769  x   0.99996945  =   0.99993715
 EE1955
 EE1955:                Primary Azimuth Mark                     Grid Az
 EE1955:SPC GA W     -  CATOOSA LOT                              167 22 48.5
 EE1955:SPC TN       -  CATOOSA LOT                              166 19 07.4
 EE1955:UTM  16      -  CATOOSA LOT                              165 45 25.7
 EE1955
 EE1955|---------------------------------------------------------------------|
 EE1955| PID    Reference Object                     Distance      Geod. Az  |
 EE1955|                                                           dddmmss.s |
 EE1955| EE1962 CATOOSA LOT                         APPROX. 2.4 KM 1665035.4 |
 EE1955| EE1966 BV 023 215 GAHD 1972                APPROX. 3.7 KM 1800906.2 |
 EE1955| EE1964 RINGGOLD SOUTHERN GAS RAD TWR       APPROX. 4.1 KM 1803258.8 |
 EE1955|---------------------------------------------------------------------|
 EE1955
 EE1955                          SUPERSEDED SURVEY CONTROL
 EE1955
 EE1955  NAD 83(1994)-  34 56 23.99008(N)    085 06 15.05278(W) AD(       ) 2
 EE1955  NAD 83(1986)-  34 56 23.99076(N)    085 06 15.05145(W) AD(       ) 2
 EE1955  NAD 27      -  34 56 23.71593(N)    085 06 15.23010(W) AD(       ) 2
 EE1955  NGVD 29 (07/19/86)  235.6    (m)          773.     (f) VERT ANG       
 EE1955
 EE1955.Superseded values are not recommended for survey control.
 EE1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1955.See file dsdata.txt to determine how the superseded data were derived.
 EE1955
 EE1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7313468030(NAD 83)
 EE1955_MARKER: DD = SURVEY DISK
 EE1955_SETTING: 66 = SET IN ROCK OUTCROP
 EE1955_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EE1955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1955+STABILITY: POSITION/ELEVATION WELL
 EE1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1955+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 EE1955
 EE1955  HISTORY     - Date     Condition        Report By
 EE1955  HISTORY     - 1972     MONUMENTED       GADT
 EE1955  HISTORY     - 20060802 GOOD             STRSMA
 EE1955
 EE1955                          STATION DESCRIPTION
 EE1955
 EE1955'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1955'THE STATION IS LOCATED 1.5 MI. NORTH OF RINGGOLD, GEORGIA.  2.5
 EE1955'MI. NORTHEAST OF THE INTERSECTION OF GA. 151 AND INTERSTATE
 EE1955'75.  2.8 MI. NORTHWEST OF THE INTERSECTION OF GA. 2 AND GA. 3.
 EE1955'
 EE1955'TO REACH FROM THE CATOOSA COUNTY COURTHOUSE IN RINGGOLD,
 EE1955'GEORGIA, PROCEED SOUTH 0.25 MI. TO THE INTERSECTION OF U.S. 41
 EE1955'AND GA. 151.  PROCEED NORTH 1.90 MILES ON GA. 151 TO THE STATION
 EE1955'IN A ROCK ON THE LEFT.
 EE1955'
 EE1955'THE STATION, A STANDARD BRASS DISC SET IN A DRILL HOLE IN
 EE1955'LIMESTONE ROCK AND STAMPED B.V. 023-216, IS LOCATED 58 FEET
 EE1955'SOUTH OF A TELEPHONE POLE.  26.5 FEET EAST OF A RAILROAD
 EE1955'TRACK.  97.5 FEET NORTH OF A TELEPHONE POLE.  29.7 FEET WEST OF
 EE1955'THE CENTERLINE OF GA. 151.
 EE1955
 EE1955                          STATION RECOVERY (2006)
 EE1955
 EE1955'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5906 ***********************************************************************
 CK5906  DESIGNATION -  BV 025 200
 CK5906  PID         -  CK5906
 CK5906  STATE/COUNTY-  GA/CHATHAM
 CK5906  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5906
 CK5906                         *CURRENT SURVEY CONTROL
 CK5906  ___________________________________________________________________
 CK5906* NAD 83(1994)-  32 09 55.42109(N)    081 11 25.58012(W)     ADJUSTED  
 CK5906* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 CK5906  ___________________________________________________________________
 CK5906  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK5906  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK5906
 CK5906  HORZ ORDER  -  SECOND
 CK5906
 CK5906.The horizontal coordinates were established by classical geodetic methods
 CK5906.and adjusted by the National Geodetic Survey in September 1997..
 CK5906
 CK5906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5906
 CK5906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5906
 CK5906.The geoid height was determined by GEOID03.
 CK5906
 CK5906;                    North         East     Units Scale Factor Converg.
 CK5906;SPC GA E     -   240,472.972   292,073.587   MT  1.00000451   +0 31 11.1
 CK5906;SPC GA E     -   788,951.74    958,244.76   sFT  1.00000451   +0 31 11.1
 CK5906;SPC SC       -    36,845.701   591,634.799   MT  1.00013458   -0 06 20.1
 CK5906;SPC SC       -   120,884.85  1,941,059.05   iFT  1.00013458   -0 06 20.1
 CK5906;UTM  17      - 3,558,784.578   482,044.377   MT  0.99960398   -0 06 05.0
 CK5906
 CK5906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5906!SPC GA E     -   1.00000431  x   1.00000451  =   1.00000882
 CK5906!SPC SC       -   1.00000431  x   1.00013458  =   1.00013889
 CK5906!UTM  17      -   1.00000431  x   0.99960398  =   0.99960829
 CK5906
 CK5906:                Primary Azimuth Mark                     Grid Az
 CK5906:SPC GA E     -  BV 025 201                               319 22 44.9
 CK5906:SPC SC       -  BV 025 201                               320 00 16.1
 CK5906:UTM  17      -  BV 025 201                               320 00 01.0
 CK5906
 CK5906|---------------------------------------------------------------------|
 CK5906| PID    Reference Object                     Distance      Geod. Az  |
 CK5906|                                                           dddmmss.s |
 CK5906| CK6407 BV 025 201                          APPROX. 2.1 KM 3195356.0 |
 CK5906|---------------------------------------------------------------------|
 CK5906
 CK5906                          SUPERSEDED SURVEY CONTROL
 CK5906
 CK5906  NAD 83(1986)-  32 09 55.43299(N)    081 11 25.59452(W) AD(       ) 2
 CK5906  NGVD 29 (10/08/91)    3.9    (m)           13.     (f) VERT ANG       
 CK5906
 CK5906.Superseded values are not recommended for survey control.
 CK5906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5906.See file dsdata.txt to determine how the superseded data were derived.
 CK5906
 CK5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8204458785(NAD 83)
 CK5906_MARKER: DD = SURVEY DISK
 CK5906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5906+STABILITY: SURFACE MOTION
 CK5906
 CK5906  HISTORY     - Date     Condition        Report By
 CK5906  HISTORY     - 1982     MONUMENTED       GADT
 CK5906  HISTORY     - 1982     GOOD             GADT
 CK5906
 CK5906                          STATION DESCRIPTION
 CK5906
 CK5906'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5906'THE STATION IS LOCATED APPROXIMATELY 3.05 KM (1.9 MI)
 CK5906'WEST-NORTHWEST FROM PORT WENTWORTH, 7.7 KM (4.8 MI) NORTHEAST
 CK5906'FROM POOLER, AND 10.85 KM (6.75 MI) EAST-NORTHEAST FROM
 CK5906'BLOOMINGDALE.
 CK5906'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5906'
 CK5906'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 CK5906'ROUTE 21, LOCATED ABOUT 5.6 KM (3.5 MI) NORTH FROM PORT WENTWORTH,
 CK5906'GO SOUTH ALONG STATE ROUTE 21 FOR 3.4 KM (2.1 MI) TO THE JUNCTION
 CK5906'OF PAVED COUNTY ROAD 9 (NOTED AS ROAD 648 ON THE CITY OF
 CK5906'SAVANNAH MAP DATED 1977) TO THE RIGHT.  TURN RIGHT GOING WEST
 CK5906'ALONG COUNTY ROAD 9 (BECOMES DIRT ROAD AFTER CROSSING RAILROAD)
 CK5906'FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF A GAS PIPELINE CROSSING,
 CK5906'A POWER LINE CROSSING, AND THE STATION APPROXIMATELY 30 METERS
 CK5906'TO THE SOUTH.
 CK5906'
 CK5906'THE STATION IS A STANDARD GADT DISK
 CK5906'STAMPED---025-200 1982---,
 CK5906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5906'FLUSH WITH GROUND.  IT IS LOCATED
 CK5906'28.04 METERS (92 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF DIRT
 CK5906'COUNTY ROAD 9,
 CK5906'24.99 METERS (82 FT) SOUTHWEST FROM A POWER POLE,
 CK5906'22.34 METERS (73.30 FT) SOUTH-SOUTHEAST FROM A GAS PIPE VENT,
 CK5906'26.27 METERS (86.20 FT) SOUTHEAST FROM ANOTHER GAS PIPE VENT, AND
 CK5906'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 CK5906'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5906'STAMPED---025-200 1982---,
 CK5906'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5906'
 CK5906'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5906'STAMPED---025-200 1982 RM 1---,
 CK5906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5906'FLUSH WITH GROUND.  IT IS LOCATED
 CK5906'48.46 METERS (159 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 CK5906'41.27 METERS (135.4 FT) SOUTHWEST FROM THE POWER POLE,
 CK5906'44.50 METERS (146 FT) SOUTH-SOUTHEAST FROM THE GAS PIPE VENT,
 CK5906'48.80 METERS (160.1 FT) SOUTHEAST FROM THE OTHER GAS PIPE VENT,
 CK5906'AND
 CK5906'0.61 METER (2 FT) SOUTHWEST FROM A WITNESS POST.
 CK5906'MARK IS LEVEL WITH STATION.
 CK5906'
 CK5906'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK5906'STAMPED---025-200 1982 RM 2---,
 CK5906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5906'FLUSH WITH GROUND.  IT IS LOCATED
 CK5906'1.22 METERS (4 FT) SOUTH-SOUTHEAST FROM A FENCELINE,
 CK5906'2.59 METERS (8.5 FT) NORTHEAST FROM A 12 INCH PINE TREE, AND
 CK5906'21.95 METERS (72 FT) WEST-SOUTHWEST FROM A GAS PIPE LINE MARKER
 CK5906'104.
 CK5906'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5906'STAMPED---025-200 1982 RM 2---,
 CK5906'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK5906'SURFACE OF THE GROUND.
 CK5906'TO REACH REFERENCE MARK 2 FROM THE STATION PROCEED NORTHWEST
 CK5906'ALONG THE SOUTHERN NATURAL GAS COMPANY PIPELINE FOR 0.25 KM (0.15
 CK5906'MI) TO THE REFERENCE MARK 2 ON THE RIGHT.
 CK5906'
 CK5906'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5906'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5906'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5906'
 CK5906'DESCRIBED BY G.D. JOHNSON.
 CK5906
 CK5906                          STATION RECOVERY (1982)
 CK5906
 CK5906'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5906'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN PROJECT
 CK5906'G16953, VICINITY OF SAVANNAH AND JESUP.
 CK5906'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5907 ***********************************************************************
 CK5907  DESIGNATION -  BV 025 200 RM 1
 CK5907  PID         -  CK5907
 CK5907  STATE/COUNTY-  GA/CHATHAM
 CK5907  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5907
 CK5907                         *CURRENT SURVEY CONTROL
 CK5907  ___________________________________________________________________
 CK5907* NAD 83(1994)-  32 09 54.77066(N)    081 11 25.17977(W)     ADJUSTED  
 CK5907* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 CK5907  ___________________________________________________________________
 CK5907  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK5907  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK5907
 CK5907  HORZ ORDER  -  SECOND
 CK5907
 CK5907.The horizontal coordinates were established by classical geodetic methods
 CK5907.and adjusted by the National Geodetic Survey in September 1997..
 CK5907
 CK5907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5907
 CK5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5907
 CK5907.The geoid height was determined by GEOID03.
 CK5907
 CK5907;                    North         East     Units Scale Factor Converg.
 CK5907;SPC GA E     -   240,453.033   292,084.258   MT  1.00000454   +0 31 11.3
 CK5907;SPC GA E     -   788,886.33    958,279.77   sFT  1.00000454   +0 31 11.3
 CK5907;SPC SC       -    36,825.644   591,645.253   MT  1.00013466   -0 06 19.9
 CK5907;SPC SC       -   120,819.04  1,941,093.35   iFT  1.00013466   -0 06 19.9
 CK5907;UTM  17      - 3,558,764.533   482,054.827   MT  0.99960397   -0 06 04.8
 CK5907
 CK5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5907!SPC GA E     -   1.00000430  x   1.00000454  =   1.00000884
 CK5907!SPC SC       -   1.00000430  x   1.00013466  =   1.00013896
 CK5907!UTM  17      -   1.00000430  x   0.99960397  =   0.99960827
 CK5907
 CK5907                          SUPERSEDED SURVEY CONTROL
 CK5907
 CK5907  NAD 83(1986)-  32 09 54.78255(N)    081 11 25.19417(W) AD(       ) 2
 CK5907  NGVD 29 (10/08/91)    4.0    (m)           13.     (f) H LEVEL        
 CK5907
 CK5907.Superseded values are not recommended for survey control.
 CK5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5907.See file dsdata.txt to determine how the superseded data were derived.
 CK5907
 CK5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8205558765(NAD 83)
 CK5907_MARKER: DD = SURVEY DISK
 CK5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5907+STABILITY: SURFACE MOTION
 CK5907
 CK5907  HISTORY     - Date     Condition        Report By
 CK5907  HISTORY     - 1982     MONUMENTED       GADT
 CK5907
 CK5907                          STATION DESCRIPTION
 CK5907
 CK5907'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5907'THE STATION IS LOCATED APPROXIMATELY 3.05 KM (1.9 MI)
 CK5907'WEST-NORTHWEST FROM PORT WENTWORTH, 7.7 KM (4.8 MI) NORTHEAST
 CK5907'FROM POOLER, AND 10.85 KM (6.75 MI) EAST-NORTHEAST FROM
 CK5907'BLOOMINGDALE.
 CK5907'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5907'
 CK5907'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK5907'AND STATE ROUTE 21, GO SOUTH ALONG STATE ROUTE 21 FOR 3.4 KM (2.1
 CK5907'MI) TO THE JUNCTION OF COUNTY PAVED ROAD 9 (NOTED AS ROAD
 CK5907'648 ON THE SAVANNAH CITY MAP DATED 1977) TO THE RIGHT.  TURN RIGHT
 CK5907'GOING WEST ALONG COUNTY ROAD 9 (BECOMES DIRT ROAD AFTER CROSSING
 CK5907'RAILROAD) FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF A GAS PIPE LINE
 CK5907'CROSSING, A POWER LINE CROSSING, AND THE STATION ON THE LEFT.
 CK5907'
 CK5907'THE STATION IS A STANDARD GADT DISK
 CK5907'STAMPED---025-200 1982 RM 1---,
 CK5907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5907'FLUSH WITH GROUND.  IT IS LOCATED
 CK5907'48.46 METERS (159 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 CK5907'41.27 METERS (135.4 FT) SOUTHWEST FROM A POWER POLE,
 CK5907'44.50 METERS (146 FT) SOUTH-SOUTHEAST FROM A GAS PIPE VENT, AND
 CK5907'48.80 METERS (160.1 FT) SOUTHEAST FROM ANOTHER GAS PIPE VENT, AND
 CK5907'0.61 METER (2 FT) SOUTHWEST FROM A WITNESS POST.
 CK5907'
 CK5907'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5907'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5907'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5907'
 CK5907'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5908 ***********************************************************************
 CK5908  DESIGNATION -  BV 025 200 RM 2
 CK5908  PID         -  CK5908
 CK5908  STATE/COUNTY-  GA/CHATHAM
 CK5908  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5908
 CK5908                         *CURRENT SURVEY CONTROL
 CK5908  ___________________________________________________________________
 CK5908* NAD 83(1994)-  32 09 58.81011(N)    081 11 28.96432(W)     ADJUSTED  
 CK5908* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 CK5908  ___________________________________________________________________
 CK5908  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CK5908  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK5908
 CK5908  HORZ ORDER  -  SECOND
 CK5908
 CK5908.The horizontal coordinates were established by classical geodetic methods
 CK5908.and adjusted by the National Geodetic Survey in September 1997..
 CK5908.No horizontal observational check was made to the station.
 CK5908
 CK5908.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5908
 CK5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5908
 CK5908.The geoid height was determined by GEOID03.
 CK5908
 CK5908;                    North         East     Units Scale Factor Converg.
 CK5908;SPC GA E     -   240,576.555   291,983.975   MT  1.00000431   +0 31 09.3
 CK5908;SPC GA E     -   789,291.58    957,950.76   sFT  1.00000431   +0 31 09.3
 CK5908;SPC SC       -    36,950.270   591,546.311   MT  1.00013415   -0 06 22.0
 CK5908;SPC SC       -   121,227.92  1,940,768.74   iFT  1.00013415   -0 06 22.0
 CK5908;UTM  17      - 3,558,889.085   481,955.929   MT  0.99960402   -0 06 06.8
 CK5908
 CK5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5908!SPC GA E     -   1.00000433  x   1.00000431  =   1.00000864
 CK5908!SPC SC       -   1.00000433  x   1.00013415  =   1.00013848
 CK5908!UTM  17      -   1.00000433  x   0.99960402  =   0.99960835
 CK5908
 CK5908                          SUPERSEDED SURVEY CONTROL
 CK5908
 CK5908  NAD 83(1986)-  32 09 58.82201(N)    081 11 28.97873(W) AD(       ) 2
 CK5908  NGVD 29 (10/08/91)    4.     (m)           13.     (f) VERT ANG       
 CK5908
 CK5908.Superseded values are not recommended for survey control.
 CK5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5908.See file dsdata.txt to determine how the superseded data were derived.
 CK5908
 CK5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8195658889(NAD 83)
 CK5908_MARKER: DD = SURVEY DISK
 CK5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5908+STABILITY: SURFACE MOTION
 CK5908
 CK5908  HISTORY     - Date     Condition        Report By
 CK5908  HISTORY     - 1982     MONUMENTED       GADT
 CK5908
 CK5908                          STATION DESCRIPTION
 CK5908
 CK5908'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5908'THE STATION IS LOCATED APPROXIMATELY 3.3 KM (2.05 MI)
 CK5908'WEST-NORTHWEST FROM PORT WENTWORTH, 7.8 KM (4.85 MI) NORTHEAST
 CK5908'FROM POOLER, AND 10.8 KM (6.7 MI) EAST-NORTHEAST FROM
 CK5908'BLOOMINGDALE.
 CK5908'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5908'
 CK5908'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK5908'AND STATE ROUTE 21 , GO SOUTH ALONG STATE ROUTE 21 FOR 3.4 KM
 CK5908'(2.1 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 9 (NOTED AS
 CK5908'ROAD 648 ON THE CITY OF SAVANNAH MAP DATED 1977) TO THE RIGHT.
 CK5908'TURN RIGHT GOING WEST ALONG COUNTY ROAD 9 (BECOMES DIRT ROAD AFTER
 CK5908'CROSSING RAILROAD) FOR 0.95 KM (0.60 MI) TO THE
 CK5908'STATION ON THE RIGHT.
 CK5908'
 CK5908'THE STATION IS A STANDARD GADT DISK
 CK5908'STAMPED---025-200 1982 RM 2---,
 CK5908'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5908'FLUSH WITH GROUND.  IT IS LOCATED
 CK5908'1.22 METERS (4 FT) SOUTH-SOUTHEAST FROM A FENCELINE,
 CK5908'2.59 METERS (8.5 FT) NORTHEAST FROM A 12 INCH PINE TREE,
 CK5908'21.95 METERS (72 FT) WEST-SOUTHWEST FROM A GAS PIPELINE MARKER
 CK5908'104.
 CK5908'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5908'STAMPED---025-200 1982 RM 2---,
 CK5908'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5908'
 CK5908'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5908'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5908'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5908'
 CK5908'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6407 ***********************************************************************
 CK6407  DESIGNATION -  BV 025 201
 CK6407  PID         -  CK6407
 CK6407  STATE/COUNTY-  GA/CHATHAM
 CK6407  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6407
 CK6407                         *CURRENT SURVEY CONTROL
 CK6407  ___________________________________________________________________
 CK6407* NAD 83(1994)-  32 10 47.03402(N)    081 12 16.68869(W)     ADJUSTED  
 CK6407* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 CK6407  ___________________________________________________________________
 CK6407  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK6407  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CK6407
 CK6407  HORZ ORDER  -  SECOND
 CK6407
 CK6407.The horizontal coordinates were established by classical geodetic methods
 CK6407.and adjusted by the National Geodetic Survey in September 1997..
 CK6407
 CK6407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6407
 CK6407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6407
 CK6407.The geoid height was determined by GEOID03.
 CK6407
 CK6407;                    North         East     Units Scale Factor Converg.
 CK6407;SPC GA E     -   242,050.671   290,720.334   MT  1.00000146   +0 30 44.6
 CK6407;SPC GA E     -   794,127.91    953,804.96   sFT  1.00000146   +0 30 44.6
 CK6407;SPC SC       -    38,438.286   590,298.680   MT  1.00012813   -0 06 48.4
 CK6407;SPC SC       -   126,109.86  1,936,675.46   iFT  1.00012813   -0 06 48.4
 CK6407;UTM  17      - 3,560,376.223   480,708.842   MT  0.99960459   -0 06 32.3
 CK6407
 CK6407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6407!SPC GA E     -   1.00000394  x   1.00000146  =   1.00000540
 CK6407!SPC SC       -   1.00000394  x   1.00012813  =   1.00013207
 CK6407!UTM  17      -   1.00000394  x   0.99960459  =   0.99960853
 CK6407
 CK6407:                Primary Azimuth Mark                     Grid Az
 CK6407:SPC GA E     -  BV 025 201 AZ MK                         035 31 52.4
 CK6407:SPC SC       -  BV 025 201 AZ MK                         036 09 25.4
 CK6407:UTM  17      -  BV 025 201 AZ MK                         036 09 09.3
 CK6407
 CK6407|---------------------------------------------------------------------|
 CK6407| PID    Reference Object                     Distance      Geod. Az  |
 CK6407|                                                           dddmmss.s |
 CK6407| CK6408 BV 025 201 AZ MK                    APPROX. 1.5 KM 0360237.0 |
 CK6407| CK6410 BV 025 202                          APPROX. 0.5 KM 2152043.1 |
 CK6407|---------------------------------------------------------------------|
 CK6407
 CK6407                          SUPERSEDED SURVEY CONTROL
 CK6407
 CK6407  NAD 83(1986)-  32 10 47.04377(N)    081 12 16.70154(W) AD(       ) 2
 CK6407  NGVD 29 (03/31/94)    6.2    (m)           20.     (f) VERT ANG       
 CK6407
 CK6407.Superseded values are not recommended for survey control.
 CK6407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6407.See file dsdata.txt to determine how the superseded data were derived.
 CK6407
 CK6407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8070960376(NAD 83)
 CK6407_MARKER: DD = SURVEY DISK
 CK6407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6407+STABILITY: SURFACE MOTION
 CK6407
 CK6407  HISTORY     - Date     Condition        Report By
 CK6407  HISTORY     - 1982     MONUMENTED       GADT
 CK6407  HISTORY     - 19970104 GOOD             USPSQD
 CK6407
 CK6407                          STATION DESCRIPTION
 CK6407
 CK6407'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6407'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI) NORTHWEST
 CK6407'FROM PORT WENTWORTH, 8.15 KM (5.05 MI) NORTH-NORTHEAST FROM
 CK6407'POOLER, AND 10.3 KM (6.4 MI) EAST-NORTHEAST FROM BLOOMINGDALE.
 CK6407'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6407'
 CK6407'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6407'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6407'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6407'HIGHWAY 95 FOR 1.6 KM (1 MI) TO THE STATION ON THE RIGHT.
 CK6407'
 CK6407'THE STATION IS A STANDARD GADT DISK
 CK6407'STAMPED---025-201 1982---,
 CK6407'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6407'FLUSH WITH GROUND.  IT IS LOCATED
 CK6407'8.72 METERS (28.6 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6407'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6407'23.50 METERS (77.1 FT) EAST-SOUTHEAST FROM THE RIGHT OF WAY
 CK6407'FENCELINE,
 CK6407'31.73 METERS (104.1 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF
 CK6407'A SLOPE DRAIN,
 CK6407'39.01 METERS (128 FT) NORTHEAST FROM A POWER POLE ON THE SIDE OF
 CK6407'THE FENCELINE, AND
 CK6407'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6407'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6407'STAMPED---025-201 1982---,
 CK6407'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6407'
 CK6407'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6407'STAMPED---025-201 1982 RM 1---,
 CK6407'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6407'FLUSH WITH GROUND.  IT IS LOCATED
 CK6407'8.47 METERS (27.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6407'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6407'21.40 METERS (70.20 FT) EAST-SOUTHEAST FROM THE RIGHT OF WAY
 CK6407'FENCELINE,
 CK6407'12.28 METERS (40.3 FT) SOUTHEAST FROM THE SOUTH END OF THE SLOPE
 CK6407'DRAIN, AND
 CK6407'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6407'MARK IS LEVEL WITH STATION.
 CK6407'
 CK6407'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6407'STAMPED---025-201 1982 AZ MK---,
 CK6407'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6407'FLUSH WITH GROUND.  IT IS LOCATED
 CK6407'9.63 METERS (31.6 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6407'THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6407'13.41 METERS (44 FT) NORTH FROM A 12 INCH PALM TREE, AND
 CK6407'1.40 METERS (4.6 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE
 CK6407'CONCRETE PAVED SLOPE, AND
 CK6407'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6407'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6407'STAMPED---025-201 1982 AZ MK---,
 CK6407'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK6407'SURFACE OF THE GROUND.
 CK6407'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 CK6407'INTERSTATE HIGHWAY 95 FOR 1.6 KM (1 MI) TO THE SOUTH END OF
 CK6407'THE BRIDGE OVER STATE ROUTE 21 AND THE AZIMUTH MARK ON
 CK6407'THE LEFT IN THE MEDIAN.
 CK6407'
 CK6407'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6407'
 CK6407'COUNTY ROAD NUMBERS OBTAINED FROM -- GENERAL HIGHWAY MAP CHATHAM
 CK6407'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6407'
 CK6407'DESCRIBED BY G.D. JOHNSON.
 CK6407
 CK6407                          STATION RECOVERY (1997)
 CK6407
 CK6407'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6408 ***********************************************************************
 CK6408  DESIGNATION -  BV 025 201 AZ MK
 CK6408  PID         -  CK6408
 CK6408  STATE/COUNTY-  GA/CHATHAM
 CK6408  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6408
 CK6408                         *CURRENT SURVEY CONTROL
 CK6408  ___________________________________________________________________
 CK6408* NAD 83(1994)-  32 11 27.19866(N)    081 11 42.31631(W)     ADJUSTED  
 CK6408* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 CK6408  ___________________________________________________________________
 CK6408  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 CK6408  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK6408
 CK6408  HORZ ORDER  -  SECOND
 CK6408
 CK6408.The horizontal coordinates were established by classical geodetic methods
 CK6408.and adjusted by the National Geodetic Survey in September 1997..
 CK6408
 CK6408.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6408
 CK6408.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6408
 CK6408.The geoid height was determined by GEOID03.
 CK6408
 CK6408;                    North         East     Units Scale Factor Converg.
 CK6408;SPC GA E     -   243,295.901   291,609.569   MT  1.00000346   +0 31 03.5
 CK6408;SPC GA E     -   798,213.30    956,722.39   sFT  1.00000346   +0 31 03.5
 CK6408;SPC SC       -    39,673.881   591,201.575   MT  1.00012315   -0 06 29.4
 CK6408;SPC SC       -   130,163.65  1,939,637.71   iFT  1.00012315   -0 06 29.4
 CK6408;UTM  17      - 3,561,611.242   481,611.173   MT  0.99960417   -0 06 14.2
 CK6408
 CK6408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6408!SPC GA E     -   1.00000267  x   1.00000346  =   1.00000613
 CK6408!SPC SC       -   1.00000267  x   1.00012315  =   1.00012582
 CK6408!UTM  17      -   1.00000267  x   0.99960417  =   0.99960684
 CK6408
 CK6408                          SUPERSEDED SURVEY CONTROL
 CK6408
 CK6408  NAD 83(1986)-  32 11 27.20863(N)    081 11 42.32951(W) AD(       ) 2
 CK6408  NGVD 29 (03/31/94)   14.4    (m)           47.     (f) VERT ANG       
 CK6408
 CK6408.Superseded values are not recommended for survey control.
 CK6408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6408.See file dsdata.txt to determine how the superseded data were derived.
 CK6408
 CK6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8161161611(NAD 83)
 CK6408_MARKER: DD = SURVEY DISK
 CK6408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6408+STABILITY: SURFACE MOTION
 CK6408
 CK6408  HISTORY     - Date     Condition        Report By
 CK6408  HISTORY     - 1982     MONUMENTED       GADT
 CK6408
 CK6408                          STATION DESCRIPTION
 CK6408
 CK6408'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6408'THE STATION IS LOCATED ABOUT 5.45 KM (3.4 MI) NORTHWEST FROM
 CK6408'PORT WENTWORTH, 9.65 KM (6 MI) NORTH-NORTHEAST FROM POOLER, AND
 CK6408'11.65 KM (7.25 MI) EAST-NORTHEAST FROM BLOOMINGDALE.
 CK6408'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6408'
 CK6408'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6408'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6408'NORTH-NORTHWEST FROM PORT WENTWORTH, GO TO THE SOUTH END OF
 CK6408'THE BRIDGE OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 95
 CK6408'AND THE STATION ON THE WEST SIDE OF THE NORTH BOUND LANE IN THE
 CK6408'MEDIAN.
 CK6408'
 CK6408'THE STATION IS A STANDARD GADT DISK
 CK6408'STAMPED---025-201 1982 AZ MK---,
 CK6408'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6408'FLUSH WITH GROUND.  IT IS LOCATED
 CK6408'9.63 METERS (31.6 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 CK6408'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6408'19.17 METERS (62.9 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6408'NORTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6408'13.41 METERS (44 FT) NORTH FROM A 12 INCH PALM TREE,
 CK6408'1.4 METERS (4.6 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE
 CK6408'CONCRETE PAVED SLOPE, AND
 CK6408'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6408'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6408'STAMPED---025-201 1982 AZ MK---,
 CK6408'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK6408'SURFACE OF THE GROUND.
 CK6408'THE UNDERGROUND MARK IS
 CK6408'
 CK6408'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6408'
 CK6408'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6408'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6408'
 CK6408'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6409 ***********************************************************************
 CK6409  DESIGNATION -  BV 025 201 RM 1
 CK6409  PID         -  CK6409
 CK6409  STATE/COUNTY-  GA/CHATHAM
 CK6409  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6409
 CK6409                         *CURRENT SURVEY CONTROL
 CK6409  ___________________________________________________________________
 CK6409* NAD 83(1994)-  32 10 47.64830(N)    081 12 16.16270(W)     ADJUSTED  
 CK6409* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 CK6409  ___________________________________________________________________
 CK6409  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK6409  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CK6409
 CK6409  HORZ ORDER  -  SECOND
 CK6409
 CK6409.The horizontal coordinates were established by classical geodetic methods
 CK6409.and adjusted by the National Geodetic Survey in September 1997..
 CK6409
 CK6409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6409
 CK6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6409
 CK6409.The geoid height was determined by GEOID03.
 CK6409
 CK6409;                    North         East     Units Scale Factor Converg.
 CK6409;SPC GA E     -   242,069.715   290,733.943   MT  1.00000149   +0 30 44.9
 CK6409;SPC GA E     -   794,190.39    953,849.61   sFT  1.00000149   +0 30 44.9
 CK6409;SPC SC       -    38,457.183   590,312.499   MT  1.00012805   -0 06 48.1
 CK6409;SPC SC       -   126,171.86  1,936,720.80   iFT  1.00012805   -0 06 48.1
 CK6409;UTM  17      - 3,560,395.111   480,722.652   MT  0.99960458   -0 06 32.1
 CK6409
 CK6409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6409!SPC GA E     -   1.00000393  x   1.00000149  =   1.00000542
 CK6409!SPC SC       -   1.00000393  x   1.00012805  =   1.00013198
 CK6409!UTM  17      -   1.00000393  x   0.99960458  =   0.99960851
 CK6409
 CK6409                          SUPERSEDED SURVEY CONTROL
 CK6409
 CK6409  NAD 83(1986)-  32 10 47.65805(N)    081 12 16.17555(W) AD(       ) 2
 CK6409  NGVD 29 (03/31/94)    6.3    (m)           21.     (f) H LEVEL        
 CK6409
 CK6409.Superseded values are not recommended for survey control.
 CK6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6409.See file dsdata.txt to determine how the superseded data were derived.
 CK6409
 CK6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8072360395(NAD 83)
 CK6409_MARKER: DD = SURVEY DISK
 CK6409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6409+STABILITY: SURFACE MOTION
 CK6409
 CK6409  HISTORY     - Date     Condition        Report By
 CK6409  HISTORY     - 1982     MONUMENTED       GADT
 CK6409  HISTORY     - 19970104 GOOD             USPSQD
 CK6409
 CK6409                          STATION DESCRIPTION
 CK6409
 CK6409'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6409'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI) NORTHWEST
 CK6409'FROM PORT WENTWORTH, 8.15 KM (5.05 MI) NORTH-NORTHEAST FROM
 CK6409'POOLER, AND 10.3 KM (6.4 MI) EAST-NORTHEAST FROM BLOOMINGDALE.
 CK6409'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6409'
 CK6409'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6409'INTERSTATE HIGHWAY 95, LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6409'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6409'HIGHWAY 95 FOR 1.6 KM (1 MI) TO THE STATION ON THE RIGHT.
 CK6409'
 CK6409'THE STATION IS A STANDARD GADT DISK
 CK6409'STAMPED---025-201 1982 RM 1---,
 CK6409'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6409'FLUSH WITH GROUND.  IT IS LOCATED
 CK6409'8.47 METERS (27.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6409'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6409'21.4 METERS (70.2 FT) EAST-SOUTHEAST FROM THE RIGHT OF WAY
 CK6409'FENCELINE,
 CK6409'12.28 METERS (40.3 FT) SOUTHEAST FROM THE SOUTH END OF AN SLOPE
 CK6409'PAVED DRAIN, AND
 CK6409'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6409'
 CK6409'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6409'
 CK6409'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6409'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6409'
 CK6409'DESCRIBED BY G.D. JOHNSON.
 CK6409
 CK6409                          STATION RECOVERY (1997)
 CK6409
 CK6409'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6410 ***********************************************************************
 CK6410  DESIGNATION -  BV 025 202
 CK6410  PID         -  CK6410
 CK6410  STATE/COUNTY-  GA/CHATHAM
 CK6410  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6410
 CK6410                         *CURRENT SURVEY CONTROL
 CK6410  ___________________________________________________________________
 CK6410* NAD 83(1994)-  32 10 32.92521(N)    081 12 28.45376(W)     ADJUSTED  
 CK6410* NAVD 88     -        13.1    (meters)      43.     (feet)  VERTCON   
 CK6410  ___________________________________________________________________
 CK6410  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK6410  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK6410
 CK6410  HORZ ORDER  -  SECOND
 CK6410
 CK6410.The horizontal coordinates were established by classical geodetic methods
 CK6410.and adjusted by the National Geodetic Survey in September 1997..
 CK6410
 CK6410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6410
 CK6410.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6410
 CK6410.The geoid height was determined by GEOID03.
 CK6410
 CK6410;                    North         East     Units Scale Factor Converg.
 CK6410;SPC GA E     -   241,613.346   290,416.012   MT  1.00000078   +0 30 38.1
 CK6410;SPC GA E     -   792,693.12    952,806.53   sFT  1.00000078   +0 30 38.1
 CK6410;SPC SC       -    38,004.256   589,989.560   MT  1.00012988   -0 06 54.9
 CK6410;SPC SC       -   124,685.88  1,935,661.29   iFT  1.00012988   -0 06 54.9
 CK6410;UTM  17      - 3,559,942.396   480,399.918   MT  0.99960474   -0 06 38.6
 CK6410
 CK6410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6410!SPC GA E     -   1.00000282  x   1.00000078  =   1.00000360
 CK6410!SPC SC       -   1.00000282  x   1.00012988  =   1.00013270
 CK6410!UTM  17      -   1.00000282  x   0.99960474  =   0.99960755
 CK6410
 CK6410:                Primary Azimuth Mark                     Grid Az
 CK6410:SPC GA E     -  BV 025 201                               034 49 58.7
 CK6410:SPC SC       -  BV 025 201                               035 27 31.7
 CK6410:UTM  17      -  BV 025 201                               035 27 15.4
 CK6410
 CK6410|---------------------------------------------------------------------|
 CK6410| PID    Reference Object                     Distance      Geod. Az  |
 CK6410|                                                           dddmmss.s |
 CK6410| CK6407 BV 025 201                          APPROX. 0.5 KM 0352036.8 |
 CK6410| CK6412 BV 025 203                          APPROX. 1.1 KM 2122447.7 |
 CK6410| CK6411 BV 025 202 RM 1                      21.316 METERS 21522     |
 CK6410|---------------------------------------------------------------------|
 CK6410
 CK6410                          SUPERSEDED SURVEY CONTROL
 CK6410
 CK6410  NAD 83(1986)-  32 10 32.93591(N)    081 12 28.46556(W) AD(       ) 2
 CK6410  NGVD 29 (03/31/94)   13.4    (m)           44.     (f) VERT ANG       
 CK6410
 CK6410.Superseded values are not recommended for survey control.
 CK6410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6410.See file dsdata.txt to determine how the superseded data were derived.
 CK6410
 CK6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8040059942(NAD 83)
 CK6410_MARKER: DD = SURVEY DISK
 CK6410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6410+STABILITY: SURFACE MOTION
 CK6410
 CK6410  HISTORY     - Date     Condition        Report By
 CK6410  HISTORY     - 1982     MONUMENTED       GADT
 CK6410
 CK6410                          STATION DESCRIPTION
 CK6410
 CK6410'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6410'THE STATION IS LOCATED APPROXIMATELY 5.05 KM (3.15 MI) NORTHWEST
 CK6410'FROM PORT WENTWORTH, 7.55 KM (4.7 MI) NORTH-NORTHEAST FROM
 CK6410'POOLER, AND 9.8 KM (6.1 MI) EAST-NORTHEAST FROM BLOOMINGDALE.
 CK6410'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6410'
 CK6410'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6410'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6410'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG
 CK6410'INTERSTATE HIGHWAY 95 FOR 2.25 KM (1.4 MI) TO THE SOUTH END OF
 CK6410'A BRIDGE CROSSING THE RAIL ROAD TRACKS AND THE STATION ON THE
 CK6410'RIGHT.
 CK6410'
 CK6410'THE STATION IS A STANDARD GADT DISK
 CK6410'STAMPED---025-202 1982---,
 CK6410'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6410'FLUSH WITH GROUND.  IT IS LOCATED
 CK6410'8.47 METERS (27.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6410'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6410'2.44 METERS (8 FT) SOUTHWEST FROM THE SOUTHWEST END OF THE
 CK6410'SOUTH BOUND RAILROAD BRIDGE CROSSING,
 CK6410'6.43 METERS (21.1 FT) SOUTH-SOUTHWEST FROM A RIGHT OF WAY FENCE
 CK6410'POST AT THE WEST SIDE OF THE BRIDGE,
 CK6410'5.94 METERS (19.5 FT) NORTHEAST FROM THE CENTER OF AN ASPHALT
 CK6410'PAVED DITCH, AND
 CK6410'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6410'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6410'STAMPED---025-202 1982---,
 CK6410'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6410'
 CK6410'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6410'STAMPED---025-202 1982 RM 1---,
 CK6410'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6410'FLUSH WITH GROUND.  IT IS LOCATED
 CK6410'8.47 METERS (27.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6410'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6410'23.74 METERS (77.9 FT) SOUTHWEST FROM THE SOUTHWEST END OF THE
 CK6410'SOUTH BOUND RAILROAD BRIDGE,
 CK6410'15.42 METERS (50.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 CK6410'ASPHALT DITCH PAVED, AND
 CK6410'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6410'MARK IS LEVEL WITH STATION.
 CK6410'
 CK6410'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6410'
 CK6410'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6410'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6410'
 CK6410'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6412 ***********************************************************************
 CK6412  DESIGNATION -  BV 025 203
 CK6412  PID         -  CK6412
 CK6412  STATE/COUNTY-  GA/CHATHAM
 CK6412  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6412
 CK6412                         *CURRENT SURVEY CONTROL
 CK6412  ___________________________________________________________________
 CK6412* NAD 83(1994)-  32 10 02.05672(N)    081 12 51.49599(W)     ADJUSTED  
 CK6412* NAVD 88     -        13.4    (meters)      44.     (feet)  VERTCON   
 CK6412  ___________________________________________________________________
 CK6412  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK6412  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CK6412
 CK6412  HORZ ORDER  -  SECOND
 CK6412
 CK6412.The horizontal coordinates were established by classical geodetic methods
 CK6412.and adjusted by the National Geodetic Survey in September 1997..
 CK6412
 CK6412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6412
 CK6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6412
 CK6412.The geoid height was determined by GEOID03.
 CK6412
 CK6412;                    North         East     Units Scale Factor Converg.
 CK6412;SPC GA E     -   240,657.189   289,820.794   MT  0.99999946   +0 30 25.4
 CK6412;SPC GA E     -   789,556.13    950,853.72   sFT  0.99999946   +0 30 25.4
 CK6412;UTM  17      - 3,558,993.124   479,794.608   MT  0.99960503   -0 06 50.7
 CK6412
 CK6412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6412!SPC GA E     -   1.00000277  x   0.99999946  =   1.00000223
 CK6412!UTM  17      -   1.00000277  x   0.99960503  =   0.99960780
 CK6412
 CK6412|---------------------------------------------------------------------|
 CK6412| PID    Reference Object                     Distance      Geod. Az  |
 CK6412|                                                           dddmmss.s |
 CK6412| CK6413 BV 025 203 RM 1                      17.255 METERS 06412     |
 CK6412| CK6414 BV 025 203 RM 2                     271.351 METERS 10322     |
 CK6412| CK6415 BV 025 204                          APPROX. 2.4 KM 2360114.0 |
 CK6412|---------------------------------------------------------------------|
 CK6412
 CK6412                          SUPERSEDED SURVEY CONTROL
 CK6412
 CK6412  NAD 83(1986)-  32 10 02.06803(N)    081 12 51.50637(W) AD(       ) 2
 CK6412  NGVD 29 (03/31/94)   13.7    (m)           45.     (f) VERT ANG       
 CK6412
 CK6412.Superseded values are not recommended for survey control.
 CK6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6412.See file dsdata.txt to determine how the superseded data were derived.
 CK6412
 CK6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7979558993(NAD 83)
 CK6412_MARKER: DD = SURVEY DISK
 CK6412_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK6412+WITH SETTING: PAVEMENT
 CK6412_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK6412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6412+STABILITY: SURFACE MOTION
 CK6412
 CK6412  HISTORY     - Date     Condition        Report By
 CK6412  HISTORY     - 1982     MONUMENTED       GADT
 CK6412
 CK6412                          STATION DESCRIPTION
 CK6412
 CK6412'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6412'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI)
 CK6412'WEST-NORTHWEST FROM PORT WENTWORTH, 6.45 KM (4 MI) NORTHEAST
 CK6412'FROM POOLER, AND 8.85 KM (5.5 MI) EAST-NORTHEAST FROM
 CK6412'BLOOMINGDALE.
 CK6412'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6412'
 CK6412'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6412'INTERSTATE HIGHWAY 95 IN MONTEITH, GO SOUTH ALONG STATE ROUTE
 CK6412'21 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 648
 CK6412'(GODLEY ROAD) TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY
 CK6412'ROAD 648 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF PAVED COUNTY
 CK6412'ROAD 648 TURNING SHARPLY TO THE RIGHT AND A DIRT COUNTY ROAD TO
 CK6412'THE LEFT, AND THE REFERENCE MARK 2 ON THE LEFT AT THE END OF THE
 CK6412'PAVEMENT.  TURN RIGHT GOING WEST ALONG PAVED COUNTY ROAD 648 FOR
 CK6412'0.1 KM (0.05 MI) TO THE EAST END OF THE BRIDGE OVER INTERSTATE
 CK6412'HIGHWAY 95, AND THE STATION ON THE LEFT NEAR THE SOUTH PARAPET
 CK6412'END BARRIER POST OF THE EAST END OF THE BRIDGE.
 CK6412'
 CK6412'THE STATION IS A STANDARD GADT DISK
 CK6412'STAMPED---025-203 1982---,
 CK6412'SET INTO A 3/4 INCH DRILLED HOLE IN THE CONCRETE APPROACH SLAB
 CK6412'OF THE BRIDGE AND FLUSH WITH THE CONCRETE SURFACE OF THE BRIDGE.
 CK6412'IT IS LOCATED
 CK6412'3.51 METERS (11.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK6412'PAVED COUNTY ROAD 648,
 CK6412'1.62 METERS (5.3 FT) EAST FROM THE SOUTHEAST END OF THE BRIDGE,
 CK6412'8.96 METERS (29.4 FT) SOUTH-SOUTHWEST FROM THE NORTHEAST END OF
 CK6412'THE BRIDGE,
 CK6412'7.32 METERS (24 FT) SOUTHEAST FROM A SLOPE DRAIN INLET TO THE
 CK6412'SOUTH OF THE ROAD, AND
 CK6412'0.61 METER (2 FT) NORTHWEST FROM A WITNESS POST.
 CK6412'
 CK6412'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6412'STAMPED---025-203 1982 RM 1---,
 CK6412'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6412'FLUSH WITH GROUND.  IT IS LOCATED
 CK6412'7.92 METERS (26 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK6412'COUNTY ROAD 648,
 CK6412'15.12 METERS (49.6 FT) NORTHEAST FROM THE SLOPE DRAIN INLET
 CK6412'TO THE SOUTH,
 CK6412'2.9 METERS (9.5 FT) EAST-NORTHEAST FROM THE SLOPE DRAIN INLET
 CK6412'TO THE NORTH,
 CK6412'10 METERS (32.8 FT) EAST FROM THE NORTH PARAPET BARRIER END POST
 CK6412'OF THE EAST END OF THE BRIDGE, AND
 CK6412'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6412'MARK IS LEVEL WITH STATION.
 CK6412'
 CK6412'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK6412'STAMPED---025-203 1982 RM 2---,
 CK6412'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6412'FLUSH WITH GROUND.  IT IS LOCATED
 CK6412'4.54 METERS (14.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK6412'PAVED COUNTY ROAD 648,
 CK6412'7.68 METERS (25.2 FT) WEST-NORTHWEST FROM THE NORTHEAST END OF
 CK6412'THE PAVEMENT, AND
 CK6412'10.21 METERS (33.5 FT) WEST-NORTHWEST FROM THE SOUTHEAST END OF
 CK6412'THE PAVEMENT.
 CK6412'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6412'STAMPED---025-203 1982 RM 2---,
 CK6412'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK6412'SURFACE OF THE GROUND.
 CK6412'MARK IS LEVEL WITH STATION.
 CK6412'
 CK6412'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6412'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6412'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6412'
 CK6412'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6414 ***********************************************************************
 CK6414  DESIGNATION -  BV 025 203 RM 2
 CK6414  PID         -  CK6414
 CK6414  STATE/COUNTY-  GA/CHATHAM
 CK6414  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6414
 CK6414                         *CURRENT SURVEY CONTROL
 CK6414  ___________________________________________________________________
 CK6414* NAD 83(1994)-  32 10 00.01912(N)    081 12 41.42008(W)     ADJUSTED  
 CK6414* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 CK6414  ___________________________________________________________________
 CK6414  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CK6414  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK6414
 CK6414  HORZ ORDER  -  SECOND
 CK6414
 CK6414.The horizontal coordinates were established by classical geodetic methods
 CK6414.and adjusted by the National Geodetic Survey in September 1997..
 CK6414
 CK6414.The orthometric height was scaled from a topographic map.
 CK6414
 CK6414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6414
 CK6414.The geoid height was determined by GEOID03.
 CK6414
 CK6414;                    North         East     Units Scale Factor Converg.
 CK6414;SPC GA E     -   240,596.768   290,085.333   MT  1.00000005   +0 30 30.8
 CK6414;SPC GA E     -   789,357.90    951,721.63   sFT  1.00000005   +0 30 30.8
 CK6414;UTM  17      - 3,558,929.863   480,058.372   MT  0.99960490   -0 06 45.4
 CK6414
 CK6414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6414!SPC GA E     -   1.00000412  x   1.00000005  =   1.00000417
 CK6414!UTM  17      -   1.00000412  x   0.99960490  =   0.99960902
 CK6414
 CK6414                          SUPERSEDED SURVEY CONTROL
 CK6414
 CK6414  NAD 83(1986)-  32 10 00.03061(N)    081 12 41.43041(W) AD(       ) 2
 CK6414
 CK6414.Superseded values are not recommended for survey control.
 CK6414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6414.See file dsdata.txt to determine how the superseded data were derived.
 CK6414
 CK6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8005858930(NAD 83)
 CK6414_MARKER: DD = SURVEY DISK
 CK6414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6414+STABILITY: SURFACE MOTION
 CK6414
 CK6414  HISTORY     - Date     Condition        Report By
 CK6414  HISTORY     - 1982     MONUMENTED       GADT
 CK6414
 CK6414                          STATION DESCRIPTION
 CK6414
 CK6414'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6414'THE STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) WEST-NORTHWEST
 CK6414'FROM PORT WENTWORTH, 6.45 KM (4 MI) NORTHEAST FROM POOLER,
 CK6414'AND 8.7 KM (5.4 MI) EAST-NORTHEAST FROM BLOOMINGDALE.
 CK6414'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK6414'
 CK6414'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6414'INTERSTATE HIGHWAY 95 IN MONTEITH, GO SOUTH ALONG STATE ROUTE 21
 CK6414'FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 648
 CK6414'(GODLEY ROAD) TO THE RIGHT.  TURN RIGHT AND GO WEST ALONG COUNTY
 CK6414'ROAD 648 FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF PAVED COUNTY
 CK6414'ROAD TURNING SHARPLY TO THE RIGHT AND A DIRT COUNTY ROAD TO THE
 CK6414'LEFT, AND THE STATION ON THE LEFT AT THE END OF PAVEMENT.
 CK6414'
 CK6414'THE STATION IS A STANDARD GADT DISK
 CK6414'STAMPED---025-203 1982 RM 2---,
 CK6414'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6414'FLUSH WITH GROUND.  IT IS LOCATED
 CK6414'4.54 METERS (14.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK6414'PAVED COUNTY ROAD 648,
 CK6414'7.68 METERS (25.2 FT) WEST-NORTHWEST FROM THE NORTHEAST END OF
 CK6414'PAVEMENT, AND
 CK6414'10.21 METERS (33.5 FT) WEST-NORTHWEST FROM THE SOUTHEAST END OF
 CK6414'PAVEMENT.
 CK6414'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6414'STAMPED---025-203 1982 RM 2---,
 CK6414'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6414'
 CK6414'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6414'
 CK6414'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP CHATHAM
 CK6414'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6414'
 CK6414'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6415 ***********************************************************************
 CK6415  DESIGNATION -  BV 025 204
 CK6415  PID         -  CK6415
 CK6415  STATE/COUNTY-  GA/CHATHAM
 CK6415  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6415
 CK6415                         *CURRENT SURVEY CONTROL
 CK6415  ___________________________________________________________________
 CK6415* NAD 83(1994)-  32 09 18.08336(N)    081 14 08.17885(W)     ADJUSTED  
 CK6415* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 CK6415  ___________________________________________________________________
 CK6415  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CK6415  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 CK6415
 CK6415  HORZ ORDER  -  SECOND
 CK6415
 CK6415.The horizontal coordinates were established by classical geodetic methods
 CK6415.and adjusted by the National Geodetic Survey in September 1997..
 CK6415
 CK6415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6415
 CK6415.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6415
 CK6415.The geoid height was determined by GEOID03.
 CK6415
 CK6415;                    North         East     Units Scale Factor Converg.
 CK6415;SPC GA E     -   239,285.168   287,823.476   MT  0.99999509   +0 29 44.0
 CK6415;SPC GA E     -   785,054.76    944,300.85   sFT  0.99999509   +0 29 44.0
 CK6415;UTM  17      - 3,557,643.361   477,783.324   MT  0.99960609   -0 07 31.4
 CK6415
 CK6415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6415!SPC GA E     -   1.00000370  x   0.99999509  =   0.99999879
 CK6415!UTM  17      -   1.00000370  x   0.99960609  =   0.99960979
 CK6415
 CK6415:                Primary Azimuth Mark                     Grid Az
 CK6415:SPC GA E     -  BV 025 204 AZ MK                         055 17 14.8
 CK6415:UTM  17      -  BV 025 204 AZ MK                         055 54 30.2
 CK6415
 CK6415|---------------------------------------------------------------------|
 CK6415| PID    Reference Object                     Distance      Geod. Az  |
 CK6415|                                                           dddmmss.s |
 CK6415| CK6416 BV 025 204 AZ MK                    APPROX. 1.4 KM 0554658.8 |
 CK6415| CK6418 BV 025 205                          APPROX. 0.5 KM 2164844.0 |
 CK6415| CK6417 BV 025 204 RM 1                      18.405 METERS 23525     |
 CK6415|---------------------------------------------------------------------|
 CK6415
 CK6415                          SUPERSEDED SURVEY CONTROL
 CK6415
 CK6415  NAD 83(1986)-  32 09 18.09461(N)    081 14 08.18588(W) AD(       ) 2
 CK6415  NGVD 29 (03/31/94)    7.7    (m)           25.     (f) VERT ANG       
 CK6415
 CK6415.Superseded values are not recommended for survey control.
 CK6415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6415.See file dsdata.txt to determine how the superseded data were derived.
 CK6415
 CK6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7778357643(NAD 83)
 CK6415_MARKER: DD = SURVEY DISK
 CK6415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6415+STABILITY: SURFACE MOTION
 CK6415
 CK6415  HISTORY     - Date     Condition        Report By
 CK6415  HISTORY     - 1982     MONUMENTED       GADT
 CK6415
 CK6415                          STATION DESCRIPTION
 CK6415
 CK6415'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6415'THE STATION IS LOCATED APPROXIMATELY 4.6 KM (2.85 MI)
 CK6415'NORTH-NORTHEAST FROM POOLER, 6.6 KM (4.1 MI) EAST-NORTHEAST FROM
 CK6415'BLOOMINGDALE, AND 6.75 KM (4.2 MI) WEST FROM PORT WENTWORTH.
 CK6415'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6415'
 CK6415'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6415'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6415'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6415'HIGHWAY 95 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6415'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6415'INTERSTATE HIGHWAY 95 FOR 1.05 KM (0.65 MI) TO THE AZIMUTH MARK
 CK6415'ON THE RIGHT.  CONTINUE GOING SOUTH ALONG INTERSTATE HIGHWAY 95
 CK6415'FOR 1.45 KM (0.9 MI) TO THE STATION ON THE RIGHT.
 CK6415'
 CK6415'THE STATION IS A STANDARD GADT DISK
 CK6415'STAMPED---025-204 1982---,
 CK6415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6415'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6415'11.19 METERS (36.7 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6415'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6415'25.82 METERS (84.7 FT) NORTH FROM A REFLECTOR POST,
 CK6415'76.35 METERS (250.5 FT) NORTH FROM MILE POST NUMBER 105, AND
 CK6415'1.22 METERS (4 FT) EAST FROM A WITNESS POST.
 CK6415'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6415'STAMPED---025-204 1982---,
 CK6415'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6415'
 CK6415'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6415'STAMPED---025-204 1982 RM1---,
 CK6415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6415'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6415'14.57 METERS (47.8 FT) WEST FROM THE CENTERLINE OF THE SOUTH
 CK6415'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6415'10 METERS (32.8 FT) NORTHWEST FROM THE REFLECTOR POST,
 CK6415'58.74 METERS (192.7 FT) NORTH-NORTHWEST FROM MILE POST NUMBER 105,
 CK6415'AND
 CK6415'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK6415'MARK IS BELOW STATION 0.450 METERS.
 CK6415'
 CK6415'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6415'STAMPED---025-204 1982 AZ MK---,
 CK6415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6415'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6415'14.63 METERS (48 FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTH
 CK6415'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6415'1.89 METERS (6.2 FT) SOUTHWEST FROM THE NORTHERN-MOST POST OF A
 CK6415'25 DOLLAR FINE SIGN,
 CK6415'1.98 METERS (6.5 FT) WEST-SOUTHWEST FROM THE SOUTHERN-MOST POST
 CK6415'OF THE SIGN, AND
 CK6415'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6415'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6415'STAMPED---025-204 1982 AZ MK---,
 CK6415'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK6415'SURFACE OF THE GROUND.
 CK6415'
 CK6415'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6415'
 CK6415'COUNTY ROAD NUMBERS OBTAINED FROM--GENNERAL HIGHWAY MAP CHATHAM
 CK6415'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6415'
 CK6415'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6416 ***********************************************************************
 CK6416  DESIGNATION -  BV 025 204 AZ MK
 CK6416  PID         -  CK6416
 CK6416  STATE/COUNTY-  GA/CHATHAM
 CK6416  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6416
 CK6416                         *CURRENT SURVEY CONTROL
 CK6416  ___________________________________________________________________
 CK6416* NAD 83(1994)-  32 09 43.08511(N)    081 13 24.95411(W)     ADJUSTED  
 CK6416* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 CK6416  ___________________________________________________________________
 CK6416  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CK6416  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 CK6416
 CK6416  HORZ ORDER  -  SECOND
 CK6416
 CK6416.The horizontal coordinates were established by classical geodetic methods
 CK6416.and adjusted by the National Geodetic Survey in September 1997..
 CK6416
 CK6416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6416
 CK6416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6416
 CK6416.The geoid height was determined by GEOID03.
 CK6416
 CK6416;                    North         East     Units Scale Factor Converg.
 CK6416;SPC GA E     -   240,065.116   288,949.336   MT  0.99999754   +0 30 07.4
 CK6416;SPC GA E     -   787,613.63    947,994.61   sFT  0.99999754   +0 30 07.4
 CK6416;UTM  17      - 3,558,410.762   478,917.128   MT  0.99960548   -0 07 08.5
 CK6416
 CK6416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6416!SPC GA E     -   1.00000405  x   0.99999754  =   1.00000159
 CK6416!UTM  17      -   1.00000405  x   0.99960548  =   0.99960953
 CK6416
 CK6416                          SUPERSEDED SURVEY CONTROL
 CK6416
 CK6416  NAD 83(1986)-  32 09 43.09705(N)    081 13 24.96169(W) AD(       ) 2
 CK6416  NGVD 29 (03/31/94)    5.5    (m)           18.     (f) VERT ANG       
 CK6416
 CK6416.Superseded values are not recommended for survey control.
 CK6416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6416.See file dsdata.txt to determine how the superseded data were derived.
 CK6416
 CK6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7891758411(NAD 83)
 CK6416_MARKER: DD = SURVEY DISK
 CK6416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6416+STABILITY: SURFACE MOTION
 CK6416
 CK6416  HISTORY     - Date     Condition        Report By
 CK6416  HISTORY     - 1982     MONUMENTED       GADT
 CK6416
 CK6416                          STATION DESCRIPTION
 CK6416
 CK6416'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6416'THE STATION IS LOCATED ABOUT 5.95 KM (3.7 MI) WEST FROM PORT
 CK6416'WENTWORTH, 5.45 KM (3.4 MI) NORTH-NORTHEAST FROM POOLER, AND
 CK6416'7.65 KM (4.75 MI) EAST-NORTHEAST FROM BLOOMINGDALE.
 CK6416'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6416'
 CK6416'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6416'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6416'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6416'HIGHWAY 95 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6416'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6416'INTERSTATE HIGHWAY 95 FOR 1.05 KM (0.65 MI) TO THE AZIMUTH MARK
 CK6416'ON THE RIGHT.
 CK6416'
 CK6416'THE STATION IS A STANDARD GADT DISK
 CK6416'STAMPED---025-204 1982 AZ MK---,
 CK6416'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6416'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6416'14.63 METERS (48 FT) NORTHWEST FROM THE CENTERLINE OF THE SOUTH
 CK6416'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6416'1.89 METERS (6.2 FT) SOUTHWEST FROM THE NORTHERN-MOST POST OF A
 CK6416'25 DOLLAR FINE SIGN,
 CK6416'1.98 METERS (6.5 FT) WEST-SOUTHWEST FROM THE SOUTHERN-MOST POST
 CK6416'OF THE 25 DOLLAR FINE SIGN, AND
 CK6416'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6416'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6416'STAMPED---025-204 1982 AZ MK---,
 CK6416'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6416'
 CK6416'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6416'
 CK6416'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6416'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6416'
 CK6416'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6417 ***********************************************************************
 CK6417  DESIGNATION -  BV 025 204 RM 1
 CK6417  PID         -  CK6417
 CK6417  STATE/COUNTY-  GA/CHATHAM
 CK6417  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6417
 CK6417                         *CURRENT SURVEY CONTROL
 CK6417  ___________________________________________________________________
 CK6417* NAD 83(1994)-  32 09 17.74420(N)    081 14 08.75709(W)     ADJUSTED  
 CK6417* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 CK6417  ___________________________________________________________________
 CK6417  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CK6417  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 CK6417
 CK6417  HORZ ORDER  -  SECOND
 CK6417
 CK6417.The horizontal coordinates were established by classical geodetic methods
 CK6417.and adjusted by the National Geodetic Survey in September 1997..
 CK6417
 CK6417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6417
 CK6417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6417
 CK6417.The geoid height was determined by GEOID03.
 CK6417
 CK6417;                    North         East     Units Scale Factor Converg.
 CK6417;SPC GA E     -   239,274.590   287,808.415   MT  0.99999505   +0 29 43.7
 CK6417;SPC GA E     -   785,020.05    944,251.44   sFT  0.99999505   +0 29 43.7
 CK6417;UTM  17      - 3,557,632.952   477,768.155   MT  0.99960610   -0 07 31.7
 CK6417
 CK6417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6417!SPC GA E     -   1.00000379  x   0.99999505  =   0.99999884
 CK6417!UTM  17      -   1.00000379  x   0.99960610  =   0.99960989
 CK6417
 CK6417                          SUPERSEDED SURVEY CONTROL
 CK6417
 CK6417  NAD 83(1986)-  32 09 17.75544(N)    081 14 08.76411(W) AD(       ) 2
 CK6417  NGVD 29 (03/31/94)    7.2    (m)           24.     (f) H LEVEL        
 CK6417
 CK6417.Superseded values are not recommended for survey control.
 CK6417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6417.See file dsdata.txt to determine how the superseded data were derived.
 CK6417
 CK6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7776857633(NAD 83)
 CK6417_MARKER: DD = SURVEY DISK
 CK6417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6417+STABILITY: SURFACE MOTION
 CK6417
 CK6417  HISTORY     - Date     Condition        Report By
 CK6417  HISTORY     - 1982     MONUMENTED       GADT
 CK6417
 CK6417                          STATION DESCRIPTION
 CK6417
 CK6417'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6417'THE STATION IS LOCATED APPROXIMATELY 4.6 KM (2.85 MI)
 CK6417'NORTH-NORTHEAST FROM POOLER, 6.6 KM (4.1 MI) EAST-NORTHEAST FROM
 CK6417'BLOOMINGDALE, AND 6.75 KM (4.2 MI) WEST FROM PORT WENTWORTH.
 CK6417'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6417'
 CK6417'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6417'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6417'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6417'HIGHWAY 95 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6417'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6417'INTERSTATE HIGHWAY 95 FOR 2.5 KM (1.55 MI) TO THE STATION ON THE
 CK6417'RIGHT.
 CK6417'
 CK6417'THE STATION IS A STANDARD GADT DISK
 CK6417'STAMPED---025-204 1982 RM 1---,
 CK6417'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6417'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6417'14.57 METERS (47.8 FT) WEST FROM THE CENTERLINE OF THE SOUTH
 CK6417'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6417'10 METERS (32.8 FT) NORTHWEST FROM A REFLECTOR POST,
 CK6417'58.74 METERS (192.7 FT) NORTH-NORTHWEST FROM MILE POST NUMBER 105,
 CK6417'AND
 CK6417'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK6417'
 CK6417'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6417'
 CK6417'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6417'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6417'
 CK6417'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6418 ***********************************************************************
 CK6418  DESIGNATION -  BV 025 205
 CK6418  PID         -  CK6418
 CK6418  STATE/COUNTY-  GA/CHATHAM
 CK6418  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6418
 CK6418                         *CURRENT SURVEY CONTROL
 CK6418  ___________________________________________________________________
 CK6418* NAD 83(1994)-  32 09 04.75291(N)    081 14 19.90608(W)     ADJUSTED  
 CK6418* NAVD 88     -         7.6    (meters)      25.     (feet)  VERTCON   
 CK6418  ___________________________________________________________________
 CK6418  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CK6418  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CK6418
 CK6418  HORZ ORDER  -  SECOND
 CK6418
 CK6418.The horizontal coordinates were established by classical geodetic methods
 CK6418.and adjusted by the National Geodetic Survey in September 1997..
 CK6418
 CK6418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6418
 CK6418.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6418
 CK6418.The geoid height was determined by GEOID03.
 CK6418
 CK6418;                    North         East     Units Scale Factor Converg.
 CK6418;SPC GA E     -   238,871.919   287,519.730   MT  0.99999443   +0 29 37.6
 CK6418;SPC GA E     -   783,698.95    943,304.31   sFT  0.99999443   +0 29 37.6
 CK6418;UTM  17      - 3,557,233.588   477,475.236   MT  0.99960626   -0 07 37.6
 CK6418
 CK6418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6418!SPC GA E     -   1.00000367  x   0.99999443  =   0.99999810
 CK6418!UTM  17      -   1.00000367  x   0.99960626  =   0.99960993
 CK6418
 CK6418:                Primary Azimuth Mark                     Grid Az
 CK6418:SPC GA E     -  BV 025 204                               036 19 00.1
 CK6418:UTM  17      -  BV 025 204                               036 56 15.3
 CK6418
 CK6418|---------------------------------------------------------------------|
 CK6418| PID    Reference Object                     Distance      Geod. Az  |
 CK6418|                                                           dddmmss.s |
 CK6418| CK6415 BV 025 204                          APPROX. 0.5 KM 0364837.7 |
 CK6418| CK6420 BV 025 206                          APPROX. 0.6 KM 1982627.2 |
 CK6418| CK6419 BV 025 205 RM 1                      11.922 METERS 29412     |
 CK6418|---------------------------------------------------------------------|
 CK6418
 CK6418                          SUPERSEDED SURVEY CONTROL
 CK6418
 CK6418  NAD 83(1986)-  32 09 04.76509(N)    081 14 19.91189(W) AD(       ) 2
 CK6418  NGVD 29 (03/31/94)    7.9    (m)           26.     (f) VERT ANG       
 CK6418
 CK6418.Superseded values are not recommended for survey control.
 CK6418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6418.See file dsdata.txt to determine how the superseded data were derived.
 CK6418
 CK6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7747557234(NAD 83)
 CK6418_MARKER: DD = SURVEY DISK
 CK6418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6418+STABILITY: SURFACE MOTION
 CK6418
 CK6418  HISTORY     - Date     Condition        Report By
 CK6418  HISTORY     - 1982     MONUMENTED       GADT
 CK6418
 CK6418                          STATION DESCRIPTION
 CK6418
 CK6418'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6418'THE STATION IS LOCATED APPROXIMATELY 6.9 KM (4.3 MI) WEST FROM
 CK6418'PORT WENTWORTH, 6.3 KM (3.9 MI) EAST-NORTHEAST FROM BLOOMINGDALE,
 CK6418'AND 4.2 KM (2.6 MI) NORTH-NORTHEAST FROM POOLER.
 CK6418'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6418'
 CK6418'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6418'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6418'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6418'HIGHWAY 95 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6418'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6418'INTERSTATE HIGHWAY 95 FOR 3,3 KM (2.05 MI) TO THE STATION ON THE
 CK6418'RIGHT.
 CK6418'
 CK6418'THE STATION IS A STANDARD GADT DISK
 CK6418'STAMPED---025-205 1982---,
 CK6418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6418'FLUSH WITH GROUND.  IT IS LOCATED
 CK6418'0.98 METER (3.2 FT) SOUTHWEST FROM A REFLECTOR POST,
 CK6418'8.96 METERS (29.4 FT) WEST FROM THE CENTERLINE OF THE SOUTH
 CK6418'BOUND LANE OF INTERSTATE HIGHWAY 95, AND
 CK6418'0.91 METER (3 FT) SOUTHEAST FROM A WITNESS POST.
 CK6418'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6418'STAMPED---025-205 1982---,
 CK6418'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6418'
 CK6418'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6418'STAMPED---025-205 1982 RM 1---,
 CK6418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6418'FLUSH WITH GROUND.  IT IS LOCATED
 CK6418'20.88 METERS (68.5 FT) WEST FROM THE CENTERLINE OF THE SOUTH
 CK6418'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6418'12.95 METERS (42.5 FT) WEST-SOUTHWEST FROM A REFLECTOR POST,
 CK6418'0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 CK6418'MARK IS LEVEL WITH STATION.
 CK6418'
 CK6418'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6418'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6418'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6418'
 CK6418'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6420 ***********************************************************************
 CK6420  DESIGNATION -  BV 025 206
 CK6420  PID         -  CK6420
 CK6420  STATE/COUNTY-  GA/CHATHAM
 CK6420  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6420
 CK6420                         *CURRENT SURVEY CONTROL
 CK6420  ___________________________________________________________________
 CK6420* NAD 83(1994)-  32 08 45.43901(N)    081 14 27.47575(W)     ADJUSTED  
 CK6420* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 CK6420  ___________________________________________________________________
 CK6420  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK6420  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CK6420
 CK6420  HORZ ORDER  -  SECOND
 CK6420
 CK6420.The horizontal coordinates were established by classical geodetic methods
 CK6420.and adjusted by the National Geodetic Survey in September 1997..
 CK6420
 CK6420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6420
 CK6420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6420
 CK6420.The geoid height was determined by GEOID03.
 CK6420
 CK6420;                    North         East     Units Scale Factor Converg.
 CK6420;SPC GA E     -   238,275.319   287,326.491   MT  0.99999401   +0 29 33.3
 CK6420;SPC GA E     -   781,741.61    942,670.33   sFT  0.99999401   +0 29 33.3
 CK6420;UTM  17      - 3,556,639.347   477,275.622   MT  0.99960637   -0 07 41.6
 CK6420
 CK6420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6420!SPC GA E     -   1.00000352  x   0.99999401  =   0.99999753
 CK6420!UTM  17      -   1.00000352  x   0.99960637  =   0.99960989
 CK6420
 CK6420:                Primary Azimuth Mark                     Grid Az
 CK6420:SPC GA E     -  BV 025 205                               017 56 49.8
 CK6420:UTM  17      -  BV 025 205                               018 34 04.7
 CK6420
 CK6420|---------------------------------------------------------------------|
 CK6420| PID    Reference Object                     Distance      Geod. Az  |
 CK6420|                                                           dddmmss.s |
 CK6420| CK6418 BV 025 205                          APPROX. 0.6 KM 0182623.1 |
 CK6420| CK6421 BV 025 206 AZ MK                    APPROX. 0.6 KM 1794256.3 |
 CK6420| CK6422 BV 025 206 RM 1                      24.784 METERS 35947     |
 CK6420|---------------------------------------------------------------------|
 CK6420
 CK6420                          SUPERSEDED SURVEY CONTROL
 CK6420
 CK6420  NAD 83(1986)-  32 08 45.45155(N)    081 14 27.48124(W) AD(       ) 2
 CK6420  NGVD 29 (03/31/94)    8.8    (m)           29.     (f) VERT ANG       
 CK6420
 CK6420.Superseded values are not recommended for survey control.
 CK6420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6420.See file dsdata.txt to determine how the superseded data were derived.
 CK6420
 CK6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7727656639(NAD 83)
 CK6420_MARKER: DD = SURVEY DISK
 CK6420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6420+STABILITY: SURFACE MOTION
 CK6420
 CK6420  HISTORY     - Date     Condition        Report By
 CK6420  HISTORY     - 1982     MONUMENTED       GADT
 CK6420
 CK6420                          STATION DESCRIPTION
 CK6420
 CK6420'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6420'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI)
 CK6420'NORTH-NORTHEAST FROM POOLER, 5.8 KM (3.6 MI) EAST-NORTHEAST FROM
 CK6420'BLOOMINGDALE, AND 7.25 KM (4.5 MI) WEST FROM PORT WENTWORTH.
 CK6420'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6420'
 CK6420'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6420'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6420'NORTH-NORTHWEST FROM PORT WENTWORTH , GO SOUTH ALONG INTERSTATE
 CK6420'HIGHWAY 95 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6420'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6420'INTERSTATE HIGHWAY 95 FOR 4.05 KM (2.5 MI) TO THE STATION ON THE
 CK6420'RIGHT.
 CK6420'
 CK6420'THE STATION IS A STANDARD GADT DISK
 CK6420'STAMPED---025-206 1982---,
 CK6420'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6420'FLUSH WITH GROUND.  IT IS LOCATED
 CK6420'8.41 METERS (27.6 FT) WEST FROM THE CENTERLINE OF THE SOUTH
 CK6420'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6420'0.88 METER (2.9 FT) NORTHWEST FROM A REFLECTOR POST,
 CK6420'19.75 METERS (64.8 FT) EAST FROM A 6 INCH PINE TREE, AND
 CK6420'0.61 METER (2 FT) SOUTHEAST FROM A WITNESS POST.
 CK6420'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6420'STAMPED---025-206 1982---,
 CK6420'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6420'
 CK6420'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6420'STAMPED---025-206 1982 RM 1---,
 CK6420'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6420'FLUSH WITH GROUND.  IT IS LOCATED
 CK6420'12.25 METERS (40.2 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6420'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6420'25.54 METERS (83.8 FT) NORTH-NORTHWEST FROM THE REFLECTOR POST,
 CK6420'30.05 METERS (98.6 FT) NORTHEAST FROM THE 6 INCH PINE TREE, AND
 CK6420'0.4 METER (2 FT) SOUTHEAST FROM A WITNESS POST.
 CK6420'MARK IS BELOW STATION 0.300 METERS.
 CK6420'
 CK6420'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6420'STAMPED---025-206 1982 AZ MK---,
 CK6420'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6420'FLUSH WITH GROUND.  IT IS LOCATED
 CK6420'8.81 METERS (28.9 FT) WEST FROM THE CENTERLINE OF THE SOUTH BOUND
 CK6420'LANE OF INTERSTATE HIGHWAY 95,
 CK6420'1.01 METERS (3.3 FT) WEST FROM MILE POST NUMBER 104,
 CK6420'19.57 METERS (64.2 FT) NORTH FROM THE EASTERN-MOST POST FROM A
 CK6420'LOGO SIGN,
 CK6420'20.7 METERS (67.9 FT) NORTH FROM THE WESTERN-MOST POST OF THE
 CK6420'LOGO SIGN, AND
 CK6420'0.61 METER (2 FT) EAST FROM A WITNESS POST.
 CK6420'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH
 CK6420'ALONG INTERSTATE HIGHWAY 95 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH
 CK6420'MARK ON THE RIGHT.
 CK6420'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6420'STAMPED---025-206 1982 AZ MK---, SET INTO AN IRREGULAR
 CK6420'MASS OF CONCRETE 0.91 METER BELOW GROUND SURFACE.
 CK6420'
 CK6420'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6420'
 CK6420'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6420'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6420'
 CK6420'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6421 ***********************************************************************
 CK6421  DESIGNATION -  BV 025 206 AZ MK
 CK6421  PID         -  CK6421
 CK6421  STATE/COUNTY-  GA/CHATHAM
 CK6421  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6421
 CK6421                         *CURRENT SURVEY CONTROL
 CK6421  ___________________________________________________________________
 CK6421* NAD 83(1994)-  32 08 26.28138(N)    081 14 27.36400(W)     ADJUSTED  
 CK6421* NAVD 88     -         8.3    (meters)      27.     (feet)  VERTCON   
 CK6421  ___________________________________________________________________
 CK6421  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CK6421  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CK6421
 CK6421  HORZ ORDER  -  SECOND
 CK6421
 CK6421.The horizontal coordinates were established by classical geodetic methods
 CK6421.and adjusted by the National Geodetic Survey in September 1997..
 CK6421
 CK6421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6421
 CK6421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6421
 CK6421.The geoid height was determined by GEOID03.
 CK6421
 CK6421;                    North         East     Units Scale Factor Converg.
 CK6421;SPC GA E     -   237,685.264   287,334.492   MT  0.99999403   +0 29 33.1
 CK6421;SPC GA E     -   779,805.74    942,696.58   sFT  0.99999403   +0 29 33.1
 CK6421;UTM  17      - 3,556,049.469   477,277.229   MT  0.99960637   -0 07 41.4
 CK6421
 CK6421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6421!SPC GA E     -   1.00000356  x   0.99999403  =   0.99999759
 CK6421!UTM  17      -   1.00000356  x   0.99960637  =   0.99960993
 CK6421
 CK6421                          SUPERSEDED SURVEY CONTROL
 CK6421
 CK6421  NAD 83(1986)-  32 08 26.29391(N)    081 14 27.36942(W) AD(       ) 2
 CK6421  NGVD 29 (03/31/94)    8.6    (m)           28.     (f) VERT ANG       
 CK6421
 CK6421.Superseded values are not recommended for survey control.
 CK6421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6421.See file dsdata.txt to determine how the superseded data were derived.
 CK6421
 CK6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7727756049(NAD 83)
 CK6421_MARKER: DD = SURVEY DISK
 CK6421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6421+STABILITY: SURFACE MOTION
 CK6421
 CK6421  HISTORY     - Date     Condition        Report By
 CK6421  HISTORY     - 1982     MONUMENTED       GADT
 CK6421
 CK6421                          STATION DESCRIPTION
 CK6421
 CK6421'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6421'THE STATION IS LOCATED ABOUT 5,65 KM (3.5 MI) EAST-NORTHEAST FROM
 CK6421'BLOOMINGDALE, 7.25 KM (4.5 MI) WEST FROM PORT WENTWORTH, AND
 CK6421'3.05 KM (1.9 MI) NORTH-NORTHEAST FROM POOLER.
 CK6421'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6421'
 CK6421'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6421'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6421'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6421'HIGHWAY FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6421'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6421'INTERSTATE HIGHWAY 95 FOR 4.7 KM (2.9 MI) TO THE STATION ON THE
 CK6421'RIGHT.
 CK6421'
 CK6421'THE STATION IS A STANDARD GADT DISK
 CK6421'STAMPED---025-206 1982 AZ MK---,
 CK6421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6421'FLUSH WITH GROUND.  IT IS LOCATED
 CK6421'8.81 METERS (28.9 FT) WEST FROM THE CENTERLINE OF THE SOUTH BOUND
 CK6421'LANE OF INTERSTATE HIGHWAY 95,
 CK6421'1.01 METERS (3.3 FT) WEST FROM MILE POST NUMBER 104,
 CK6421'19.57 METERS (64.2 FT) NORTH FROM THE EASTERN-MOST POST OF A LOGO
 CK6421'SIGN,
 CK6421'20.7 METERS (67.9 FT) NORTH FROM THE WESTERN-MOST POST OF THE
 CK6421'LOGO SIGN, AND
 CK6421'0.61 METER (2 FT) EAST FROM A WITNESS POST.
 CK6421'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6421'STAMPED---025-206 1982 AZ MK---,
 CK6421'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6421'
 CK6421'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6421'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP CHATHAM
 CK6421'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6421'
 CK6421'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6422 ***********************************************************************
 CK6422  DESIGNATION -  BV 025 206 RM 1
 CK6422  PID         -  CK6422
 CK6422  STATE/COUNTY-  GA/CHATHAM
 CK6422  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6422
 CK6422                         *CURRENT SURVEY CONTROL
 CK6422  ___________________________________________________________________
 CK6422* NAD 83(1994)-  32 08 46.24360(N)    081 14 27.47919(W)     ADJUSTED  
 CK6422* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 CK6422  ___________________________________________________________________
 CK6422  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK6422  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CK6422
 CK6422  HORZ ORDER  -  SECOND
 CK6422
 CK6422.The horizontal coordinates were established by classical geodetic methods
 CK6422.and adjusted by the National Geodetic Survey in September 1997..
 CK6422
 CK6422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6422
 CK6422.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6422
 CK6422.The geoid height was determined by GEOID03.
 CK6422
 CK6422;                    North         East     Units Scale Factor Converg.
 CK6422;SPC GA E     -   238,300.100   287,326.187   MT  0.99999401   +0 29 33.3
 CK6422;SPC GA E     -   781,822.91    942,669.33   sFT  0.99999401   +0 29 33.3
 CK6422;UTM  17      - 3,556,664.121   477,275.587   MT  0.99960637   -0 07 41.6
 CK6422
 CK6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6422!SPC GA E     -   1.00000361  x   0.99999401  =   0.99999762
 CK6422!UTM  17      -   1.00000361  x   0.99960637  =   0.99960997
 CK6422
 CK6422                          SUPERSEDED SURVEY CONTROL
 CK6422
 CK6422  NAD 83(1986)-  32 08 46.25614(N)    081 14 27.48467(W) AD(       ) 2
 CK6422  NGVD 29 (03/31/94)    8.3    (m)           27.     (f) H LEVEL        
 CK6422
 CK6422.Superseded values are not recommended for survey control.
 CK6422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6422.See file dsdata.txt to determine how the superseded data were derived.
 CK6422
 CK6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7727656664(NAD 83)
 CK6422_MARKER: DD = SURVEY DISK
 CK6422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6422+STABILITY: SURFACE MOTION
 CK6422
 CK6422  HISTORY     - Date     Condition        Report By
 CK6422  HISTORY     - 1982     MONUMENTED       GADT
 CK6422
 CK6422                          STATION DESCRIPTION
 CK6422
 CK6422'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6422'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI)
 CK6422'NORTH-NORTHEAST FROM POOLER, 5.8 KM (3.6 MI) EAST-NORTHEAST FROM
 CK6422'BLOOMINGDALE, AND 7.25 KM (4.5 MI) WEST FROM PORT WENTWORTH.
 CK6422'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6422'
 CK6422'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6422'INTERSTATE HIGHWAY 95 LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6422'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG INTERSTATE
 CK6422'HIGHWAY 95 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 9
 CK6422'(COUNTY ROAD 648) OVERHEAD BRIDGE.  CONTINUE GOING SOUTH ALONG
 CK6422'INTERSTATE HIGHWAY 95 FOR 4.05 KM (2.5 MI) TO THE STATION ON THE
 CK6422'RIGHT.
 CK6422'
 CK6422'THE STATION IS A STANDARD GADT DISK
 CK6422'STAMPED---025-206 1982 RM 1---,
 CK6422'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6422'FLUSH WITH GROUND.  IT IS LOCATED
 CK6422'12.25 METERS (40.2 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6422'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6422'25.54 METERS (83.8 FT) NORTH-NORTHWEST FROM A REFLECTOR POST,
 CK6422'30.05 METERS (98.6 FT) NORTHEAST FROM A 6 INCH PINE TREE, AND
 CK6422'0.4 METER (2 FT) SOUTHEAST FROM A WITNESS POST.
 CK6422'
 CK6422'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6422'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6422'COUNTTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6422'
 CK6422'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6423 ***********************************************************************
 CK6423  DESIGNATION -  BV 025 207
 CK6423  PID         -  CK6423
 CK6423  STATE/COUNTY-  GA/CHATHAM
 CK6423  USGS QUAD   -  GARDEN CITY (1980)
 CK6423
 CK6423                         *CURRENT SURVEY CONTROL
 CK6423  ___________________________________________________________________
 CK6423* NAD 83(1994)-  32 06 46.40789(N)    081 14 17.04480(W)     ADJUSTED  
 CK6423* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 CK6423  ___________________________________________________________________
 CK6423  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK6423  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 CK6423
 CK6423  HORZ ORDER  -  SECOND
 CK6423
 CK6423.The horizontal coordinates were established by classical geodetic methods
 CK6423.and adjusted by the National Geodetic Survey in September 1997..
 CK6423
 CK6423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6423
 CK6423.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6423
 CK6423.The geoid height was determined by GEOID03.
 CK6423
 CK6423;                    North         East     Units Scale Factor Converg.
 CK6423;SPC GA E     -   234,611.369   287,631.441   MT  0.99999467   +0 29 37.2
 CK6423;SPC GA E     -   769,720.80    943,670.82   sFT  0.99999467   +0 29 37.2
 CK6423;UTM  17      - 3,552,973.733   477,540.772   MT  0.99960622   -0 07 35.6
 CK6423
 CK6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6423!SPC GA E     -   1.00000266  x   0.99999467  =   0.99999733
 CK6423!UTM  17      -   1.00000266  x   0.99960622  =   0.99960888
 CK6423
 CK6423|---------------------------------------------------------------------|
 CK6423| PID    Reference Object                     Distance      Geod. Az  |
 CK6423|                                                           dddmmss.s |
 CK6423| CK6424 BV 025 207 RM 1                      11.003 METERS 11201     |
 CK6423| CK6170 BV 025 207 AZ MK                    APPROX. 0.6 KM 1183216.0 |
 CK6423|---------------------------------------------------------------------|
 CK6423
 CK6423                          SUPERSEDED SURVEY CONTROL
 CK6423
 CK6423  NAD 83(1986)-  32 06 46.41951(N)    081 14 17.05046(W) AD(       ) 2
 CK6423  NGVD 29 (03/31/94)   14.3    (m)           47.     (f) VERT ANG       
 CK6423
 CK6423.Superseded values are not recommended for survey control.
 CK6423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6423.See file dsdata.txt to determine how the superseded data were derived.
 CK6423
 CK6423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7754152974(NAD 83)
 CK6423_MARKER: DD = SURVEY DISK
 CK6423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6423+STABILITY: SURFACE MOTION
 CK6423
 CK6423  HISTORY     - Date     Condition        Report By
 CK6423  HISTORY     - 1982     MONUMENTED       GADT
 CK6423
 CK6423                          STATION DESCRIPTION
 CK6423
 CK6423'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6423'THE STATION IS LOCATED IN THE CITY OF POOLER.
 CK6423'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6423'
 CK6423'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK6423'(STATE ROUTE 26) AND INTERSTATE HIGHWAY 95 IN POOLER, GO
 CK6423'NORTH ALONG INTERSTATE HIGHWAY 95 TO THE NORTH END OF THE
 CK6423'BRIDGE OVER U.S. HIGHWAY 80 AND THE STATION ON THE LEFT IN
 CK6423'THE MEDIAN.
 CK6423'
 CK6423'THE STATION IS A STANDARD GADT DISK
 CK6423'STAMPED---025-207 1982---,
 CK6423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6423'FLUSH WITH GROUND.  IT IS LOCATED
 CK6423'9.33 METERS (30.8 FT) EAST FROM THE CENTERLINE OF THE SOUTH BOUND
 CK6423'LANE OF INTERSTATE HIGHWAY 95,
 CK6423'4.51 METERS (14.8 FT) NORTHEAST FROM THE NORTHEAST END OF THE
 CK6423'SOUTH BOUND LANE BRIDGE OF INTERSTATE HIGHWAY 95,
 CK6423'1.98 METERS (6.5 FT) NORTH FROM THE NORTH EDGE OF A PAVED
 CK6423'CONCRETE SLOPE ,
 CK6423'5.55 METERS (18.2 FT) WEST-SOUTHWEST FROM A PALM TREE,
 CK6423'3.05 METERS (10 FT) SOUTHWEST FROM ANOTHER PALM TREE, AND
 CK6423'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK6423'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6423'STAMPED---025-207 1982---,
 CK6423'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6423'
 CK6423'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6423'STAMPED---025-207 1982 RM 1---,
 CK6423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6423'FLUSH WITH GROUND.  IT IS LOCATED
 CK6423'8.11 METERS (26.6 FT) WEST FROM THE CENTERLINE OF THE NORTH BOUND
 CK6423'LANE OF INTERSTATE HIGHWAY 95,
 CK6423'6.0 METERS (19.7 FT) NORTHWEST FROM THE NORTH END OF THE
 CK6423'PARAPET BARRIER END POST ON THE WEST SIDE OF THE NORTH BOUND LANE
 CK6423'OF INTERSTATE HIGHWAY 95,
 CK6423'2.07 METERS (6.8 FT) NORTH FROM THE NORTH EDGE OF THE CONCRETE
 CK6423'PAVED SLOPE (DIRT RETAINER) ON THE NORTH SIDE OF U.S. HIGHWAY 80,
 CK6423'7.92 METERS (26 FT) EAST-SOUTHEAST FROM THE EASTERN-MOST PALM
 CK6423'TREE IN THE MEDIAN, AND
 CK6423'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK6423'MARK IS LEVEL WITH STATION.
 CK6423'
 CK6423'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6423'STAMPED---025-207 1982 AZ MK---,
 CK6423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6423'FLUSH WITH GROUND.  IT IS LOCATED
 CK6423'12.44 METERS (40.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK6423'NORTH BOUND LANE OF U.S HIGHWAY 80,
 CK6423'3.47 METERS (11.4 FT) NORTHEAST FROM MILE POST NUMBER 6 ,
 CK6423'18.59 METERS (61 FT) NORTH FROM A SPEED LIMIT SIGN POST, AND
 CK6423'1.52 METERS (5 FT) SOUTH FROM A WITNESS POST.
 CK6423'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 CK6423'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 0.4 KM (0.25 MI) TO THE
 CK6423'AZIMUTH MARK ON THE LEFT ON THE NORTH SIDE OF THE WEST
 CK6423'BOUND LANE.
 CK6423'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6423'STAMPED---025-207 1982 AZ MK---,
 CK6423'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER
 CK6423'BELOW GROUND SURFACE.
 CK6423'
 CK6423'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6423'
 CK6423'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6423'CUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6423'
 CK6423'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6170 ***********************************************************************
 CK6170  DESIGNATION -  BV 025 207 AZ MK
 CK6170  PID         -  CK6170
 CK6170  STATE/COUNTY-  GA/CHATHAM
 CK6170  USGS QUAD   -  GARDEN CITY (1980)
 CK6170
 CK6170                         *CURRENT SURVEY CONTROL
 CK6170  ___________________________________________________________________
 CK6170* NAD 83(1994)-  32 06 37.34054(N)    081 13 57.45536(W)     ADJUSTED  
 CK6170* NAVD 88     -         5.67   (+/-2cm)      18.6    (feet)  VERTCON   
 CK6170  ___________________________________________________________________
 CK6170  X           -     824,234.051 (meters)                     COMP
 CK6170  Y           -  -5,344,355.858 (meters)                     COMP
 CK6170  Z           -   3,370,790.953 (meters)                     COMP
 CK6170  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK6170  ELLIP HEIGHT-         -25.29  (meters)          (09/03/97) GPS OBS
 CK6170  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CK6170
 CK6170  HORZ ORDER  -  SECOND
 CK6170  VERT ORDER  -  THIRD ? (See Below)
 CK6170  ELLP ORDER  -  FOURTH    CLASS II
 CK6170
 CK6170.The horizontal coordinates were established by GPS observations
 CK6170.and adjusted by the National Geodetic Survey in September 1997..
 CK6170
 CK6170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6170.The vertical order pertains to the NGVD 29 superseded value.
 CK6170
 CK6170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6170
 CK6170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6170
 CK6170.The ellipsoidal height was determined by GPS observations
 CK6170.and is referenced to NAD 83.
 CK6170
 CK6170.The geoid height was determined by GEOID03.
 CK6170
 CK6170;                    North         East     Units Scale Factor Converg.
 CK6170;SPC GA E     -   234,336.522   288,147.394   MT  0.99999579   +0 29 47.5
 CK6170;SPC GA E     -   768,819.07    945,363.58   sFT  0.99999579   +0 29 47.5
 CK6170;UTM  17      - 3,552,693.427   478,053.521   MT  0.99960594   -0 07 25.2
 CK6170
 CK6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6170!SPC GA E     -   1.00000397  x   0.99999579  =   0.99999976
 CK6170!UTM  17      -   1.00000397  x   0.99960594  =   0.99960991
 CK6170
 CK6170                          SUPERSEDED SURVEY CONTROL
 CK6170
 CK6170  NAD 83(1986)-  32 06 37.35554(N)    081 13 57.46869(W) AD(       ) 2
 CK6170  NGVD 29 (03/03/92)    5.95   (m)           19.5    (f) LEVELING    3  
 CK6170
 CK6170.Superseded values are not recommended for survey control.
 CK6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6170.See file dsdata.txt to determine how the superseded data were derived.
 CK6170
 CK6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7805452693(NAD 83)
 CK6170_MARKER: DZ = AZIMUTH MARK DISK
 CK6170_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CK6170_SP_SET: IRREGULAR CONCRETE MASS
 CK6170_STAMPING: BV 025 207 AZ MK 1982
 CK6170_MARK LOGO: GADT  
 CK6170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK6170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6170+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 CK6170
 CK6170  HISTORY     - Date     Condition        Report By
 CK6170  HISTORY     - 1982     MONUMENTED       GADT
 CK6170  HISTORY     - 1982     GOOD             GADT
 CK6170  HISTORY     - 19900301 GOOD             GEONEX
 CK6170  HISTORY     - 19980411 GOOD             USPSQD
 CK6170  HISTORY     - 20021214 GOOD             USPSQD
 CK6170
 CK6170                          STATION DESCRIPTION
 CK6170
 CK6170'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6170'THE STATION IS LOCATED IN THE CITY OF POOLER.
 CK6170'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6170'
 CK6170'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 80
 CK6170'(STATE ROUTE 26) AND INTERSTATE HIGHWAY 95 IN POOLER, GO
 CK6170'SOUTHEAST ALONG U.S. HIGHWAY 80 FOR 0.4 KM (0.25 MI) TO THE
 CK6170'STATION ON THE LEFT ON THE NORTH SIDE OF THE WEST BOUND LANE.
 CK6170'
 CK6170'THE STATION IS A STANDARD GADT DISK
 CK6170'STAMPED---025-207 1982 AZ MK---,
 CK6170'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6170'FLUSH WITH GROUND.  IT IS LOCATED
 CK6170'12.44 METERS (40.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK6170'NORTH BOUND LANE OF U.S. HIGHWAY 80,
 CK6170'3.47 METERS (11.4 FT) NORTHEAST FROM MILE POST NUMBER 6,
 CK6170'18.59 METERS (61 FT) NORTH FROM A SPEED LIMIT SIGN, AND
 CK6170'1.52 METERS (5 FT) SOUTH FROM A WITNESS POST.
 CK6170'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6170'STAMPED---025-207 1982 AZ MK---,
 CK6170'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6170'
 CK6170'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6170'
 CK6170'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6170'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6170'
 CK6170'DESCRIBED BY G.D. JOHNSON.
 CK6170
 CK6170                          STATION RECOVERY (1982)
 CK6170
 CK6170'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982
 CK6170'RECOVERED IN GOOD CONDITION.
 CK6170
 CK6170                          STATION RECOVERY (1990)
 CK6170
 CK6170'RECOVERY NOTE BY GEONEX 1990
 CK6170'THE STATION (AZIMUTH MARK) WAS RECOVERED IN GOOD CONDITION, STATION BV
 CK6170'025 207 AND REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS TIME. A NEW
 CK6170'DESCRIPTION FOR THE AZIMUTH MARK FOLLOWS.
 CK6170'STATION IS LOCATED ALONG U.S. HIGHWAY 80, APPROXIMATELY 1.1 MI
 CK6170'(1.77 KM) EAST FROM POOLER, 4.7 MI (7.56 KM) WEST FROM GARDEN CITY
 CK6170'AND 4.7 MI (7.56 KM) SOUTHWEST FROM PORT WENTWORTH.
 CK6170'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 CK6170'AND U.S. HIGHWAY 80, GO SOUTHEASTERLY ALONG U.S. HIGHWAY 80 FOR 0.3
 CK6170'MI (0.48 KM) TO THE ENTRANCE TO THE FOOD LION SHOPPING CENTER ON THE
 CK6170'RIGHT AND A FRONTAGE ROAD AND STATION ON THE LEFT.  STATION IS
 CK6170'LOCATED IN A SWALE BETWEEN THE NORTHEASTERLY EDGE OF U.S. HIGHWAY 80
 CK6170'AND THE SOUTHWESTERLY EDGE OF THE FRONTAGE ROAD, IN FRONT OF THE
 CK6170'WAFFLE HOUSE RESTAURANT.
 CK6170'STATION IS A STANDARD GEORGIA DEPARTMENT OF TRANSPORTATION AZIMUTH
 CK6170'MARK DISK (BRASS) STAMPED ---BV 025 207  AZ MK  1982--- SET INTO THE
 CK6170'TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND SURFACE.
 CK6170'MAGNETIC PROPERTY IS NOT KNOWN.  IT IS LOCATED 44 DEGREES AZIMUTH,
 CK6170'16.6 FT (5.06 M) FROM A PK NAIL W/ SHINER IN THE NORTHEASTERLY EDGE
 CK6170'OF THE WEST BOUND LANES OF U.S. HIGHWAY 80, 95 FT (28.96 M) SOUTHEAST
 CK6170'FROM THE CENTERLINE OF THE FRONTAGE ROAD NEAR ITS INTERSECTION WITH
 CK6170'U.S. HIGHWAY 80, 221 DEGREES AZIMUTH, 158.3 FT (48.25 M) FROM A PK
 CK6170'NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE, 305 DEGREES
 CK6170'AZIMUTH, 123.8 FT (37.73 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6170'SIDE OF A 6 INCH PINE TREE, AND 213 DEGREES AZIMUTH, 5.0 FT (1.52 M)
 CK6170'FROM A WITNESS POST.
 CK6170
 CK6170                          STATION RECOVERY (1998)
 CK6170
 CK6170'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6170'RECOVERED IN GOOD CONDITION.
 CK6170
 CK6170                          STATION RECOVERY (2002)
 CK6170
 CK6170'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 CK6170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6425 ***********************************************************************
 CK6425  DESIGNATION -  BV 025 208
 CK6425  PID         -  CK6425
 CK6425  STATE/COUNTY-  GA/CHATHAM
 CK6425  USGS QUAD   -  GARDEN CITY (1980)
 CK6425
 CK6425                         *CURRENT SURVEY CONTROL
 CK6425  ___________________________________________________________________
 CK6425* NAD 83(1994)-  32 05 44.82542(N)    081 14 09.76952(W)     ADJUSTED  
 CK6425* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 CK6425  ___________________________________________________________________
 CK6425  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CK6425  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 CK6425
 CK6425  HORZ ORDER  -  SECOND
 CK6425
 CK6425.The horizontal coordinates were established by classical geodetic methods
 CK6425.and adjusted by the National Geodetic Survey in September 1997..
 CK6425
 CK6425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6425
 CK6425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6425
 CK6425.The geoid height was determined by GEOID03.
 CK6425
 CK6425;                    North         East     Units Scale Factor Converg.
 CK6425;SPC GA E     -   232,716.207   287,838.536   MT  0.99999512   +0 29 40.2
 CK6425;SPC GA E     -   763,503.09    944,350.26   sFT  0.99999512   +0 29 40.2
 CK6425;UTM  17      - 3,551,077.178   477,727.273   MT  0.99960612   -0 07 31.5
 CK6425
 CK6425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6425!SPC GA E     -   1.00000290  x   0.99999512  =   0.99999802
 CK6425!UTM  17      -   1.00000290  x   0.99960612  =   0.99960902
 CK6425
 CK6425:                Primary Azimuth Mark                     Grid Az
 CK6425:SPC GA E     -  BV 025 208 AZ MK                         065 15 09.5
 CK6425:UTM  17      -  BV 025 208 AZ MK                         065 52 21.2
 CK6425
 CK6425|---------------------------------------------------------------------|
 CK6425| PID    Reference Object                     Distance      Geod. Az  |
 CK6425|                                                           dddmmss.s |
 CK6425| CK6426 BV 025 208 AZ MK                    APPROX. 0.9 KM 0654449.7 |
 CK6425| CK6427 BV 025 208 RM 1                      20.540 METERS 06851     |
 CK6425|---------------------------------------------------------------------|
 CK6425
 CK6425                          SUPERSEDED SURVEY CONTROL
 CK6425
 CK6425  NAD 83(1986)-  32 05 44.85158(N)    081 14 09.77886(W) AD(       ) 2
 CK6425  NGVD 29 (03/31/94)   12.8    (m)           42.     (f) VERT ANG       
 CK6425
 CK6425.Superseded values are not recommended for survey control.
 CK6425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6425.See file dsdata.txt to determine how the superseded data were derived.
 CK6425
 CK6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7772751077(NAD 83)
 CK6425_MARKER: DD = SURVEY DISK
 CK6425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6425+STABILITY: SURFACE MOTION
 CK6425
 CK6425  HISTORY     - Date     Condition        Report By
 CK6425  HISTORY     - 1982     MONUMENTED       GADT
 CK6425  HISTORY     - 19980411 GOOD             USPSQD
 CK6425
 CK6425                          STATION DESCRIPTION
 CK6425
 CK6425'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6425'THE STATION IS LOCATED APPROXIMATELY 1.85 KM (1.15 MI)
 CK6425'SOUTH-SOUTHEAST FROM POOLER, 7.25 KM (4.5 MI) EAST-SOUTHEAST FROM
 CK6425'BLOOMINGDALE, AND 8.35 KM (5.2 MI) WEST-SOUTHWEST FROM GARDEN
 CK6425'CITY.
 CK6425'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6425'
 CK6425'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK6425'AND U.S. HIGHWAY 80 (STATE ROUTE 26) IN POOLER, GO SOUTHEAST
 CK6425'ALONG U.S. HIGHWAY 80 FOR 2.15 KM (1.35 MI) TO THE JUNCTION OF
 CK6425'PAVED COUNTY ROAD 94027 (PINE BARREN ROAD) ON THE RIGHT.  TURN
 CK6425'RIGHT GOING WEST ALONG COUNTY ROAD 94027 FOR 0.55 KM (0.35 MI) TO
 CK6425'A RAILROAD TRACK CROSSING AND THE AZIMUTH MARK ON THE LEFT.
 CK6425'CONTINUE GOING WEST ALONG COUNTY ROAD 94027 FOR 0.95 KM (0.6 MI)
 CK6425'TO THE EAST END OF A BRIDGE CROSSING INTERSTATE HIGHWAY 95 AND
 CK6425'THE STATION ON THE LEFT.
 CK6425'
 CK6425'THE STATION IS A STANDARD GADT DISK
 CK6425'STAMPED---025-208 1982---,
 CK6425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6425'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6425'8.84 METERS (29 FT) SOUTH FROM THE CENTERLINE OF PAVED COUNTY
 CK6425'ROAD 94027,
 CK6425'1.95 METERS (6.4 FT) SOUTHEAST FROM THE EAST PARAPET BARRIER
 CK6425'END POST ON THE SOUTH SIDE OF THE BRIDGE FOR COUNTY ROAD 94027,
 CK6425'2.93 METERS (9.6 FT) EAST-SOUTHEAST FROM A RIGHT OF WAY FENCE
 CK6425'POST ON THE SOUTHEAST END OF THE BRIDGE,
 CK6425'7.01 METERS (23 FT) WEST FROM A SLOPE DRAIN INLET BOX,
 CK6425'16.43 METERS (53.9 FT) SOUTH-SOUTHWEST FROM THE EAST PARAPET
 CK6425'BARRIER END POST ON THE NORTH SIDE OF THE BRIDGE, AND
 CK6425'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6425'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6425'STAMPED---025-208 1982---,
 CK6425'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6425'
 CK6425'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6425'STAMPED---025-208 1982 RM 1---,
 CK6425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6425'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6425'8.9 METERS (29.2 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD
 CK6425'94027,
 CK6425'11.61 METERS (38.1 FT) WEST-SOUTHWEST FROM THE EAST END OF THE
 CK6425'GUARD RAIL ON THE SOUTH SIDE OF THE ROAD,
 CK6425'13.62 METERS (44.7 FT) EAST FROM THE CENTER OF A SLOPE DRAIN
 CK6425'INLET,
 CK6425'22.01 METERS (72.2 FT) SOUTHEAST FROM THE EAST PARAPET BARRIER
 CK6425'END POST ON THE NORTH SIDE OF THE ROAD, AND
 CK6425'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6425'MARK IS LEVEL WITH STATION.
 CK6425'
 CK6425'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6425'STAMPED---025-208 1982 AZ MK---,
 CK6425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6425'FLUSH WITH GROUND.  IT IS LOCATED
 CK6425'7.01 METERS (23 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 CK6425'94027,
 CK6425'6.61 METERS (21.7 FT) WEST FROM THE EAST END OF AN 18 INCH
 CK6425'CONCRETE CROSS DRAIN PIPE UNDER THE ROAD AND PARALELL TO THE
 CK6425'RAILROAD TRACKS,
 CK6425'15.97 METERS (52.4 FT) EAST-NORTHEAST FROM A RAILROAD SIGNAL POLE
 CK6425'ON THE WEST SIDE OF THE ROAD, AND NORTH OF THE RAILROAD TRACKS,
 CK6425'21.28 METERS (69.8 FT) NORTHEAST FROM ANOTHER RAILROAD SIGNAL
 CK6425'POLE ON THE EAST SIDE OF THE ROAD AND SOUTH SIDE OF THE RAILROAD
 CK6425'TRACKS, AND
 CK6425'0.91 METER (3 FT) NORTHWEST FROM A WITNESS POST.
 CK6425'
 CK6425'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6425'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6425'STAMPED---025-208 1982 AZ MK---,
 CK6425'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6425'
 CK6425'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6425'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6425'
 CK6425'DESCRIBED BY G.D. JOHNSON.
 CK6425
 CK6425                          STATION RECOVERY (1998)
 CK6425
 CK6425'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6426 ***********************************************************************
 CK6426  DESIGNATION -  BV 025 208 AZ MK
 CK6426  PID         -  CK6426
 CK6426  STATE/COUNTY-  GA/CHATHAM
 CK6426  USGS QUAD   -  GARDEN CITY (1980)
 CK6426
 CK6426                         *CURRENT SURVEY CONTROL
 CK6426  ___________________________________________________________________
 CK6426* NAD 83(1994)-  32 05 56.65926(N)    081 13 38.90943(W)     ADJUSTED  
 CK6426* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 CK6426  ___________________________________________________________________
 CK6426  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK6426  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 CK6426
 CK6426  HORZ ORDER  -  SECOND
 CK6426
 CK6426.The horizontal coordinates were established by classical geodetic methods
 CK6426.and adjusted by the National Geodetic Survey in September 1997..
 CK6426
 CK6426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6426
 CK6426.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6426
 CK6426.The geoid height was determined by GEOID03.
 CK6426
 CK6426;                    North         East     Units Scale Factor Converg.
 CK6426;SPC GA E     -   233,087.718   288,644.503   MT  0.99999687   +0 29 56.8
 CK6426;SPC GA E     -   764,721.95    946,994.51   sFT  0.99999687   +0 29 56.8
 CK6426;UTM  17      - 3,551,439.805   478,536.896   MT  0.99960568   -0 07 15.2
 CK6426
 CK6426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6426!SPC GA E     -   1.00000411  x   0.99999687  =   1.00000098
 CK6426!UTM  17      -   1.00000411  x   0.99960568  =   0.99960979
 CK6426
 CK6426:                Primary Azimuth Mark                     Grid Az
 CK6426:SPC GA E     -  HAMMER RESET                             109 15 07.4
 CK6426:UTM  17      -  HAMMER RESET                             109 52 19.4
 CK6426
 CK6426|---------------------------------------------------------------------|
 CK6426| PID    Reference Object                     Distance      Geod. Az  |
 CK6426|                                                           dddmmss.s |
 CK6426| CK0272 HAMMER RESET                        APPROX. 1.9 KM 1094504.2 |
 CK6426|---------------------------------------------------------------------|
 CK6426
 CK6426                          SUPERSEDED SURVEY CONTROL
 CK6426
 CK6426  NAD 83(1986)-  32 05 56.68064(N)    081 13 38.92666(W) AD(       ) 2
 CK6426  NGVD 29 (03/31/94)    5.1    (m)           17.     (f) VERT ANG       
 CK6426
 CK6426.Superseded values are not recommended for survey control.
 CK6426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6426.See file dsdata.txt to determine how the superseded data were derived.
 CK6426
 CK6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7853751440(NAD 83)
 CK6426_MARKER: DD = SURVEY DISK
 CK6426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6426+STABILITY: SURFACE MOTION
 CK6426
 CK6426  HISTORY     - Date     Condition        Report By
 CK6426  HISTORY     - 1982     MONUMENTED       GADT
 CK6426  HISTORY     - 19980411 GOOD             USPSQD
 CK6426
 CK6426                          STATION DESCRIPTION
 CK6426
 CK6426'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6426'THE STATION IS LOCATED ABOUT 2.75 KM (1.7 MI) SOUTHEAST FROM
 CK6426'POOLER, 7.65 KM (4.75 MI) EAST-SOUTHEAST FROM BLOOMINGDALE, AND
 CK6426'7.65 KM (4.75 MI) WEST-SOUTHWEST FROM GARDEN CITY.
 CK6426'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK6426'
 CK6426'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK6426'AND U.S. HIGHWAY 80 (STATE ROUTE 26) IN POOLER, GO SOUTHEAST
 CK6426'ALONG U.S. HIGHWAY 80 FOR 2.15 KM (1.35 MI) TO THE JUNCTION OF
 CK6426'PAVED COUNTY ROAD 94027 (PINE BARREN ROAD) TO THE RIGHT.  TURN
 CK6426'RIGHT GOING WEST ALONG COUNTY ROAD 94027 FOR 0.55 KM (0.35 MI)
 CK6426'TO THE JUNCTION OF A RAILROAD TRACK CROSSING AND THE STATION ON
 CK6426'THE LEFT.
 CK6426'
 CK6426'THE STATION IS A STANDARD GADT DISK
 CK6426'STAMPED---025-208 1982 AZ MK---,
 CK6426'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6426'FLUSH WITH GROUND.  IT IS LOCATED
 CK6426'7.01 METER (23 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 CK6426'94027,
 CK6426'6.61 METERS (21.7 FT) WEST FROM THE EAST END OF A 18 INCH
 CK6426'CONCRETE CROSS DRAIN PIPE,
 CK6426'15.97 METERS (52.4 FT) EAST-NORTHEAST FROM A RAILROAD SIGNAL
 CK6426'POLE ON THE WEST SIDE OF THE ROAD AND THE NORTH SIDE OF THE
 CK6426'TRACKS,
 CK6426'21.28 METERS (69.8 FT) NORTHEAST FROM ANOTHER RAILROAD SIGNAL
 CK6426'POLE ON THE EAST SIDE OF THE ROAD AND SOUTH SIDE OF THE TRACKS,
 CK6426'AND
 CK6426'0.91 METER (3 FT) NORTHWEST FROM A WITNESS POST.
 CK6426'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6426'STAMPED---025-208 1982 AZ MK---,
 CK6426'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6426'
 CK6426'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6426'
 CK6426'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6426'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6426'
 CK6426'DESCRIBED BY G.D. JOHNSON.
 CK6426
 CK6426                          STATION RECOVERY (1998)
 CK6426
 CK6426'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6427 ***********************************************************************
 CK6427  DESIGNATION -  BV 025 208 RM 1
 CK6427  PID         -  CK6427
 CK6427  STATE/COUNTY-  GA/CHATHAM
 CK6427  USGS QUAD   -  GARDEN CITY (1980)
 CK6427
 CK6427                         *CURRENT SURVEY CONTROL
 CK6427  ___________________________________________________________________
 CK6427* NAD 83(1994)-  32 05 45.06597(N)    081 14 09.03890(W)     ADJUSTED  
 CK6427* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 CK6427  ___________________________________________________________________
 CK6427  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CK6427  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 CK6427
 CK6427  HORZ ORDER  -  SECOND
 CK6427
 CK6427.The horizontal coordinates were established by classical geodetic methods
 CK6427.and adjusted by the National Geodetic Survey in September 1997..
 CK6427
 CK6427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6427
 CK6427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6427
 CK6427.The geoid height was determined by GEOID03.
 CK6427
 CK6427;                    North         East     Units Scale Factor Converg.
 CK6427;SPC GA E     -   232,723.781   287,857.629   MT  0.99999516   +0 29 40.6
 CK6427;SPC GA E     -   763,527.94    944,412.90   sFT  0.99999516   +0 29 40.6
 CK6427;UTM  17      - 3,551,084.542   477,746.439   MT  0.99960611   -0 07 31.1
 CK6427
 CK6427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6427!SPC GA E     -   1.00000293  x   0.99999516  =   0.99999809
 CK6427!UTM  17      -   1.00000293  x   0.99960611  =   0.99960904
 CK6427
 CK6427                          SUPERSEDED SURVEY CONTROL
 CK6427
 CK6427  NAD 83(1986)-  32 05 45.09211(N)    081 14 09.04822(W) AD(       ) 2
 CK6427  NGVD 29 (03/31/94)   12.6    (m)           41.     (f) H LEVEL        
 CK6427
 CK6427.Superseded values are not recommended for survey control.
 CK6427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6427.See file dsdata.txt to determine how the superseded data were derived.
 CK6427
 CK6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7774651085(NAD 83)
 CK6427_MARKER: DD = SURVEY DISK
 CK6427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6427+STABILITY: SURFACE MOTION
 CK6427
 CK6427  HISTORY     - Date     Condition        Report By
 CK6427  HISTORY     - 1982     MONUMENTED       GADT
 CK6427  HISTORY     - 19980411 GOOD             USPSQD
 CK6427
 CK6427                          STATION DESCRIPTION
 CK6427
 CK6427'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6427'THE STATION IS LOCATED APPROXIMATELY 1.85 KM (1.15 MI)
 CK6427'SOUTH-SOUTHEAST FROM POOLER, 7.25 KM (4.5 MI) EAST-SOUTHEAST
 CK6427'FROM BLOOMINGDALE, AND 8.35 KM (5.2 MI) WEST-SOUTHWEST FROM
 CK6427'GARDEN CITY.
 CK6427'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6427'
 CK6427'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK6427'AND U.S. HIGHWAY 80 (STATE ROUTE 26) IN POOLER, GO SOUTHEAST
 CK6427'ALONG U.S. HIGHWAY 80 FOR 2.15 KM (1.35 MI) TO THE JUNCTION OF
 CK6427'PAVED COUNTY ROAD 94027 (PINE BARREN ROAD) TO THE RIGHT.  TURN
 CK6427'RIGHT GOING WEST ALONG COUNTY ROAD 94027 FOR 0.55 KM (0.35 MI)
 CK6427'TO A RAILROAD CROSSING.  CONTINUE GOING WEST ALONG COUNTY ROAD
 CK6427'94027 FOR 0.95 KM (0.6 MI) TO THE EAST END OF THE BRIDGE CROSSING
 CK6427'INTERSTATE HIGHWAY 95 AND THE STATION ON THE LEFT.
 CK6427'
 CK6427'THE STATION IS A STANDARD GADT DISK
 CK6427'STAMPED---025-208 1982 RM 1---,
 CK6427'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6427'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6427'8.9 METERS (29.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 CK6427'11.61 METERS (38.1 FT) WEST-SOUTHWEST FROM THE EAST END OF THE
 CK6427'GUARD RAIL ON THE SOUTH SIDE OF THE ROAD,
 CK6427'13.62 METERS (44.7 FT) EAST FROM A SLOPE DRAIN INLET,
 CK6427'22.01 METERS (72.2 FT) SOUTHEAST FROM THE EAST PARAPET BARRIER
 CK6427'END POST ON THE NORTH SIDE OF THE BRIDGE, AND
 CK6427'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6427'
 CK6427'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6427'
 CK6427'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6427'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6427'
 CK6427'DESCRIBED BY G.D. JOHNSON.
 CK6427
 CK6427                          STATION RECOVERY (1998)
 CK6427
 CK6427'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6428 ***********************************************************************
 CK6428  DESIGNATION -  BV 025 209
 CK6428  PID         -  CK6428
 CK6428  STATE/COUNTY-  GA/CHATHAM
 CK6428  USGS QUAD   -  GARDEN CITY (1980)
 CK6428
 CK6428                         *CURRENT SURVEY CONTROL
 CK6428  ___________________________________________________________________
 CK6428* NAD 83(1994)-  32 05 05.23939(N)    081 14 25.26039(W)     ADJUSTED  
 CK6428* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 CK6428  ___________________________________________________________________
 CK6428  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CK6428  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 CK6428
 CK6428  HORZ ORDER  -  SECOND
 CK6428
 CK6428.The horizontal coordinates were established by classical geodetic methods
 CK6428.and adjusted by the National Geodetic Survey in September 1997..
 CK6428
 CK6428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6428
 CK6428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6428
 CK6428.The geoid height was determined by GEOID03.
 CK6428
 CK6428;                    North         East     Units Scale Factor Converg.
 CK6428;SPC GA E     -   231,493.419   287,442.844   MT  0.99999427   +0 29 31.4
 CK6428;SPC GA E     -   759,491.33    943,052.06   sFT  0.99999427   +0 29 31.4
 CK6428;UTM  17      - 3,549,859.216   477,318.535   MT  0.99960634   -0 07 39.6
 CK6428
 CK6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6428!SPC GA E     -   1.00000400  x   0.99999427  =   0.99999827
 CK6428!UTM  17      -   1.00000400  x   0.99960634  =   0.99961034
 CK6428
 CK6428|---------------------------------------------------------------------|
 CK6428| PID    Reference Object                     Distance      Geod. Az  |
 CK6428|                                                           dddmmss.s |
 CK6428| CK6429 BV 025 209 RM 1                      17.731 METERS 06543     |
 CK6428| CK6430 BV 025 210                          APPROX. 1.2 KM 2052726.1 |
 CK6428|---------------------------------------------------------------------|
 CK6428
 CK6428                          SUPERSEDED SURVEY CONTROL
 CK6428
 CK6428  NAD 83(1986)-  32 05 05.25501(N)    081 14 25.27549(W) AD(       ) 2
 CK6428  NGVD 29 (03/31/94)    5.8    (m)           19.     (f) VERT ANG       
 CK6428
 CK6428.Superseded values are not recommended for survey control.
 CK6428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6428.See file dsdata.txt to determine how the superseded data were derived.
 CK6428
 CK6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7731949859(NAD 83)
 CK6428_MARKER: DD = SURVEY DISK
 CK6428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6428+STABILITY: SURFACE MOTION
 CK6428
 CK6428  HISTORY     - Date     Condition        Report By
 CK6428  HISTORY     - 1982     MONUMENTED       GADT
 CK6428
 CK6428                          STATION DESCRIPTION
 CK6428
 CK6428'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6428'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI)
 CK6428'SOUTH-SOUTHEAST FROM POOLER, 7.75 KM (4.8 MI) SOUTHEAST FROM
 CK6428'BLOOMINGDALE, AND 9.35 KM (5.8 MI)  WEST-SOUTHWEST FROM GARDEN
 CK6428'CITY.
 CK6428'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6428'
 CK6428'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK6428'AND INTERSTATE HIGHWAY 16, LOCATED ABOUT 4.65 KM (2.9 MI) SOUTH
 CK6428'FROM POOLER, GO NORTH ALONG INTERSTATE HIGHWAY 95 FOR 1.45 KM
 CK6428'(0.9 MI) TO THE STATION ON THE RIGHT.
 CK6428'
 CK6428'THE STATION IS A STANDARD GADT DISK
 CK6428'STAMPED---025-209 1982---,
 CK6428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6428'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6428'10.67 METERS (35 FT) EAST FROM THE CENTERLINE OF THE NORTH BOUND
 CK6428'LANE OF INTERSTATE HIGHWAY 95,
 CK6428'2.96 METERS (9.7 FT) EAST FROM A REFLECTOR POST,
 CK6428'3.41 METERS (11.2 FT) WEST-NORTHWEST FROM THE WESTERN-MOST POST
 CK6428'OF A SPEED LIMIT SIGN,
 CK6428'4.05 METERS (13.3 FT) WEST-NORTHWEST FROM THE EASTERN-MOST POST
 CK6428'OF THE SPEED LIMIT SIGN,
 CK6428'19.08 METERS (62.6 FT) NORTHWEST FROM A 20 INCH PINE TREE, AND
 CK6428'0.91 METER (3 FT) NORTHWEST FROM A WITNESS POST
 CK6428'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6428'STAMPED---025-209 1982---,
 CK6428'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6428'
 CK6428'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6428'STAMPED---025-209 1982 RM 1---,
 CK6428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6428'FLUSH WITH GROUND.  IT IS LOCATED
 CK6428'22.8 METERS (74.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK6428'NORTH BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6428'19.93 METERS (65.4 FT) EAST-NORTHEAST FROM THE REFLECTOR POST,
 CK6428'17.01 METERS (55.8 FT) NORTHEAST FROM THE WESTERN-MOST POST OF
 CK6428'THE SPEED SIGN,
 CK6428'16.61 METERS (54.5 FT) NORTHEAST FROM THE EASTERN-MOST POST OF
 CK6428'THE SPEED SIGN, AND
 CK6428'0.61 METER (2 FT) SOUTHWEST FROM A WITNESS POST.
 CK6428'MARK IS BELOW STATION 1.400 METERS.
 CK6428'
 CK6428'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6428'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6428'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6428'
 CK6428'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6430 ***********************************************************************
 CK6430  DESIGNATION -  BV 025 210
 CK6430  PID         -  CK6430
 CK6430  STATE/COUNTY-  GA/CHATHAM
 CK6430  USGS QUAD   -  GARDEN CITY (1980)
 CK6430
 CK6430                         *CURRENT SURVEY CONTROL
 CK6430  ___________________________________________________________________
 CK6430* NAD 83(1994)-  32 04 28.71342(N)    081 14 45.68225(W)     ADJUSTED  
 CK6430* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 CK6430  ___________________________________________________________________
 CK6430  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CK6430  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 CK6430
 CK6430  HORZ ORDER  -  SECOND
 CK6430
 CK6430.The horizontal coordinates were established by classical geodetic methods
 CK6430.and adjusted by the National Geodetic Survey in September 1997..
 CK6430
 CK6430.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6430
 CK6430.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6430
 CK6430.The geoid height was determined by GEOID03.
 CK6430
 CK6430;                    North         East     Units Scale Factor Converg.
 CK6430;SPC GA E     -   230,363.800   286,916.928   MT  0.99999314   +0 29 20.1
 CK6430;SPC GA E     -   755,785.23    941,326.62   sFT  0.99999314   +0 29 20.1
 CK6430;UTM  17      - 3,548,735.785   476,780.641   MT  0.99960665   -0 07 50.3
 CK6430
 CK6430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6430!SPC GA E     -   1.00000290  x   0.99999314  =   0.99999604
 CK6430!UTM  17      -   1.00000290  x   0.99960665  =   0.99960955
 CK6430
 CK6430|---------------------------------------------------------------------|
 CK6430| PID    Reference Object                     Distance      Geod. Az  |
 CK6430|                                                           dddmmss.s |
 CK6430| CK6431 BV 025 210 RM 1                      23.513 METERS 01455     |
 CK6430| CK6432 BV 025 211                          APPROX. 0.8 KM 2732539.6 |
 CK6430|---------------------------------------------------------------------|
 CK6430
 CK6430                          SUPERSEDED SURVEY CONTROL
 CK6430
 CK6430  NAD 83(1986)-  32 04 28.72371(N)    081 14 45.70156(W) AD(       ) 2
 CK6430  NGVD 29 (03/31/94)   12.8    (m)           42.     (f) VERT ANG       
 CK6430
 CK6430.Superseded values are not recommended for survey control.
 CK6430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6430.See file dsdata.txt to determine how the superseded data were derived.
 CK6430
 CK6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7678148736(NAD 83)
 CK6430_MARKER: DD = SURVEY DISK
 CK6430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6430+STABILITY: SURFACE MOTION
 CK6430
 CK6430  HISTORY     - Date     Condition        Report By
 CK6430  HISTORY     - 1982     MONUMENTED       GADT
 CK6430
 CK6430                          STATION DESCRIPTION
 CK6430
 CK6430'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6430'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.8 MI) SOUTH
 CK6430'FROM POOLER, 8.15 KM (5.05 MI) SOUTHEAST FROM BLOOMINGDALE,
 CK6430'AND 10.3 KM (6.4 MI) WEST-SOUTHWEST FROM GARDEN CITY.
 CK6430'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6430'
 CK6430'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6430'AND INTERSTATE HIGHWAY 95, LOCATED ABOUT 4.65 KM (2.9 MI)
 CK6430'SOUTH FROM POOLER, GO NORTH ALONG INTERSTATE HIGHWAY 95 FOR
 CK6430'APPROXIMATELY 0.1 KM (0.05 MI) TO THE END OF THE GUARD RAILS
 CK6430'OF THE BRIDGE AND THE STATION ON THE LEFT.
 CK6430'
 CK6430'THE STATION IS A STANDARD GADT DISK
 CK6430'STAMPED---025-210 1982---,
 CK6430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6430'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6430'9.6 METERS (31.5 FT) WEST FROM THE CENTERLINE OF THE SOUTH BOUND
 CK6430'LANE OF INTERSTATE HIGHWAY 95,
 CK6430'3.35 METERS (11 FT) NORTH-NORTHWEST FROM THE NORTHWEST END OF THE
 CK6430'SOUTH BOUND LANE BRIDGE OF INTERSTATE HIGHWAY 95,
 CK6430'6.92 METERS (22.7 FT) SOUTHEAST FROM THE EASTERNMOST LEG FROM AN
 CK6430'EXIT SIGN,
 CK6430'8.41 METERS (27.6 FT) EAST-SOUTHEAST FROM THE WESTERN-MOST LEG
 CK6430'OF THE EXIT SIGN,
 CK6430'4.57 METERS (15 FT) SOUTH FROM THE CENTER OF A CONCRETE SLOPE
 CK6430'DRAIN INLET, AND
 CK6430'0.61 METER (2 FT) SOUTHEAST FROM A WITNESS POST.
 CK6430'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6430'STAMPED---025-210 1982---,
 CK6430'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6430'
 CK6430'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6430'STAMPED---025-210 1982 RM 1---,
 CK6430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6430'FLUSH WITH GROUND.  IT IS LOCATED
 CK6430'13.17 METERS (43.2 FT) WEST FROM THE CENTERLINE OF THE SOUTH
 CK6430'BOUND LANE OF INTERSTATE HIGHWAY 95,
 CK6430'10.58 METERS (34.7 FT) SOUTHWEST FROM THE NORTH END OF A GUARD
 CK6430'RAIL IN THE NORTHWEST END OF THE BRIDGE ON THE SOUTH BOUND LANE
 CK6430'OF INTERSTATE HIGHWAY 95,
 CK6430'16.67 METERS (54.7 FT) NORTH-NORTHEAST FROM THE EASTERN-MOST LEG
 CK6430'OF THE EXIT SIGN,
 CK6430'17.22 METERS (56.5 FT) NORTHEAST FROM THE WESTERN-MOST LEG OF THE
 CK6430'EXIT SIGN, AND
 CK6430'0.61 METER (2 FT) EAST FROM A WITNESS POST.
 CK6430'MARK IS BELOW STATION 0.600 METERS.
 CK6430'
 CK6430'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6430'
 CK6430'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP CHATHAM
 CK6430'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6430'
 CK6430'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6432 ***********************************************************************
 CK6432  DESIGNATION -  BV 025 211
 CK6432  PID         -  CK6432
 CK6432  STATE/COUNTY-  GA/CHATHAM
 CK6432  USGS QUAD   -  MELDRIM SE (1976)
 CK6432
 CK6432                         *CURRENT SURVEY CONTROL
 CK6432  ___________________________________________________________________
 CK6432* NAD 83(1994)-  32 04 30.22483(N)    081 15 15.33761(W)     ADJUSTED  
 CK6432* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 CK6432  ___________________________________________________________________
 CK6432  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CK6432  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 CK6432
 CK6432  HORZ ORDER  -  SECOND
 CK6432
 CK6432.The horizontal coordinates were established by classical geodetic methods
 CK6432.and adjusted by the National Geodetic Survey in September 1997..
 CK6432
 CK6432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6432
 CK6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6432
 CK6432.The geoid height was determined by GEOID03.
 CK6432
 CK6432;                    North         East     Units Scale Factor Converg.
 CK6432;SPC GA E     -   230,403.745   286,138.803   MT  0.99999148   +0 29 04.4
 CK6432;SPC GA E     -   755,916.29    938,773.72   sFT  0.99999148   +0 29 04.4
 CK6432;UTM  17      - 3,548,784.124   476,003.294   MT  0.99960710   -0 08 06.1
 CK6432
 CK6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6432!SPC GA E     -   1.00000395  x   0.99999148  =   0.99999543
 CK6432!UTM  17      -   1.00000395  x   0.99960710  =   0.99961105
 CK6432
 CK6432|---------------------------------------------------------------------|
 CK6432| PID    Reference Object                     Distance      Geod. Az  |
 CK6432|                                                           dddmmss.s |
 CK6432| CK6433 BV 025 211 RM 1                      17.282 METERS 10659     |
 CK6432| CK6434 BV 025 212                          APPROX. 1.5 KM 2905158.9 |
 CK6432|---------------------------------------------------------------------|
 CK6432
 CK6432                          SUPERSEDED SURVEY CONTROL
 CK6432
 CK6432  NAD 83(1986)-  32 04 30.23544(N)    081 15 15.35445(W) AD(       ) 2
 CK6432  NGVD 29 (03/31/94)    6.0    (m)           20.     (f) VERT ANG       
 CK6432
 CK6432.Superseded values are not recommended for survey control.
 CK6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6432.See file dsdata.txt to determine how the superseded data were derived.
 CK6432
 CK6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7600348784(NAD 83)
 CK6432_MARKER: DD = SURVEY DISK
 CK6432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6432+STABILITY: SURFACE MOTION
 CK6432
 CK6432  HISTORY     - Date     Condition        Report By
 CK6432  HISTORY     - 1982     MONUMENTED       GADT
 CK6432  HISTORY     - 19970104 GOOD             USPSQD
 CK6432
 CK6432                          STATION DESCRIPTION
 CK6432
 CK6432'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6432'THE STATION IS LOCATED APPROXIMATELY 4.45 KM (2.75 MI) SOUTHWEST
 CK6432'FROM POOLER, 7.5 KM (4.65 MI) SOUTHEAST FROM BLOOMINGDALE, AND
 CK6432'10.95 KM (6.8 MI) WEST-SOUTHWEST FROM GARDEN CITY.
 CK6432'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6432'
 CK6432'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK6432'AND INTERSTATE HIGHWAY 95 LOCATED ABOUT 4.65 KM (2.9 MI) SOUTH
 CK6432'FROM POOLER, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR 0.8 KM
 CK6432'(0.5 MI) TO THE STATION ON THE LEFT IN THE MEDIAN.
 CK6432'
 CK6432'THE STATION IS A STANDARD GADT DISK
 CK6432'STAMPED---025-211 1982---,
 CK6432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6432'FLUSH WITH GROUND.  IT IS LOCATED
 CK6432'9.42 METERS (30.9 FT) NORTH FROM THE CENTERLINE OF THE EAST
 CK6432'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6432'17.28 METERS (56.7 FT) SOUTH FROM THE CENTERLINE OF THE WEST
 CK6432'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6432'0.76 METER (2.5 FT) EAST FROM A 4 INCH TILE DRAIN PIPE, (NORTH
 CK6432'END) AND
 CK6432'0.61 METER (2 FT) SOUTH FROM A WITNESS POST.
 CK6432'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6432'STAMPED---025-211 1982---,
 CK6432'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6432'
 CK6432'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6432'STAMPED---025-211 1982 RM 1---,
 CK6432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6432'FLUSH WITH GROUND.  IT IS LOCATED
 CK6432'8.17 METERS (26.8 FT) NORTH FROM THE CENTERLINE OF THE EAST BOUND
 CK6432'LANE OF INTERSTATE HIGHWAY 16,
 CK6432'18.53 METERS (60.8 FT) SOUTH FROM THE CENTERLINE OF THE WEST
 CK6432'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6432'17.98 METERS (59 FT) EAST FROM THE NORTH END OF THE 4 INCH TILE
 CK6432'DRAIN PIPE, AND
 CK6432'0.61 METER (2 FT) NORTHEAST FROM A WITNESS POST.
 CK6432'MARK IS ABOVE STATION 0.300 METERS.
 CK6432'
 CK6432'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6432'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP CHATHAM
 CK6432'CUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6432'
 CK6432'DESCRIBED BY G.D. JOHNSON.
 CK6432
 CK6432                          STATION RECOVERY (1997)
 CK6432
 CK6432'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6434 ***********************************************************************
 CK6434  DESIGNATION -  BV 025 212
 CK6434  PID         -  CK6434
 CK6434  STATE/COUNTY-  GA/CHATHAM
 CK6434  USGS QUAD   -  MELDRIM SE (1976)
 CK6434
 CK6434                         *CURRENT SURVEY CONTROL
 CK6434  ___________________________________________________________________
 CK6434* NAD 83(1994)-  32 04 47.64715(N)    081 16 09.02906(W)     ADJUSTED  
 CK6434* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 CK6434  ___________________________________________________________________
 CK6434  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK6434  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 CK6434
 CK6434  HORZ ORDER  -  SECOND
 CK6434
 CK6434.The horizontal coordinates were established by classical geodetic methods
 CK6434.and adjusted by the National Geodetic Survey in September 1997..
 CK6434
 CK6434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6434
 CK6434.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6434
 CK6434.The geoid height was determined by GEOID03.
 CK6434
 CK6434;                    North         East     Units Scale Factor Converg.
 CK6434;SPC GA E     -   230,928.557   284,726.253   MT  0.99998850   +0 28 36.1
 CK6434;SPC GA E     -   757,638.11    934,139.38   sFT  0.99998850   +0 28 36.1
 CK6434;UTM  17      - 3,549,323.973   474,597.040   MT  0.99960796   -0 08 34.7
 CK6434
 CK6434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6434!SPC GA E     -   1.00000282  x   0.99998850  =   0.99999132
 CK6434!UTM  17      -   1.00000282  x   0.99960796  =   0.99961078
 CK6434
 CK6434|---------------------------------------------------------------------|
 CK6434| PID    Reference Object                     Distance      Geod. Az  |
 CK6434|                                                           dddmmss.s |
 CK6434| CK6137 SAMSOG                              290.552 METERS 03403     |
 CK6434| CK6435 BV 025 212 AZ MK                    357.470 METERS 22126     |
 CK6434| CK6436 BV 025 212 RM 1                      15.629 METERS 25009     |
 CK6434|---------------------------------------------------------------------|
 CK6434
 CK6434                          SUPERSEDED SURVEY CONTROL
 CK6434
 CK6434  NAD 83(1986)-  32 04 47.65766(N)    081 16 09.04359(W) AD(       ) 2
 CK6434  NGVD 29 (03/31/94)   13.2    (m)           43.     (f) VERT ANG       
 CK6434
 CK6434.Superseded values are not recommended for survey control.
 CK6434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6434.See file dsdata.txt to determine how the superseded data were derived.
 CK6434
 CK6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7459749324(NAD 83)
 CK6434_MARKER: DD = SURVEY DISK
 CK6434_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK6434+WITH SETTING: PAVEMENT
 CK6434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK6434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6434+STABILITY: SURFACE MOTION
 CK6434
 CK6434  HISTORY     - Date     Condition        Report By
 CK6434  HISTORY     - 1982     MONUMENTED       GADT
 CK6434  HISTORY     - 1982     GOOD             GADT
 CK6434  HISTORY     - 19980411 GOOD             USPSQD
 CK6434
 CK6434                          STATION DESCRIPTION
 CK6434
 CK6434'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6434'THE STATION IS LOCATED APPROXIMATELY 4.45 KM (2.75 MI)
 CK6434'SOUTH-SOUTHWEST FROM POOLER, 6.5 KM (4.05 MI) SOUTH-SOUTHEAST
 CK6434'FROM BLOOMINGDALE, AND 12.1 KM (7.5 MI) WEST-SOUTHWEST FROM
 CK6434'GARDEN CITY.
 CK6434'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6434'
 CK6434'TO REACH THE STATION FROM THE U.S. POST OFFICE IN POOLER, GO EAST
 CK6434'ALONG U.S. HIGHWAY 80 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF
 CK6434'PAVED COUNTY ROAD 91858 (ROGERS STREET) ON THE RIGHT.  TURN RIGHT
 CK6434'GOING SOUTH ALONG COUNTY ROAD 91858 FOR 2.8 KM (1.75 MI) TO THE
 CK6434'JUNCTION OF PAVED COUNTY ROAD 23 (PINE BARREN ROAD) CROSSING AT A
 CK6434'SLIGHT OFFSET.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 91858
 CK6434'(NOW QUACCO ROAD) FOR 2 KM (1.25 MI) TO THE SOUTH END OF A BRIDGE
 CK6434'CROSSING OVER INTERSTATE HIGHWAY 16 AND THE STATION SET IN THE
 CK6434'SOUTH APPROACH SLAB OF THE BRIDGE AND IN THE NORTH BOUND LANE OF
 CK6434'THE ROAD.
 CK6434'
 CK6434'THE STATION IS A STANDARD GADT DISK
 CK6434'STAMPED---025-212 1982---,
 CK6434'SET INTO A 3/4 INCH DRILL HOLE IN THE SURFACE OF THE CONCRETE
 CK6434'BRIDGE  AND FLUSH WITH THE SURFACE OF THE CONCRETE.
 CK6434'IT IS LOCATED
 CK6434'3.08 METERS (10.1 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF PAVED
 CK6434'COUNTY ROAD 91858 (QUACCO ROAD),
 CK6434'2.62 METERS (8.6 FT) NORTH FROM THE SOUTHEAST PARAPET BARRIER END
 CK6434'POST OF THE BRIDGE OVER INTERSTATE HIGHWAY 16,
 CK6434'4.54 METERS (14.9 FT) NORTH FROM THE CENTER OF A SLOPE DRAIN MAN
 CK6434'HOLE COVER,
 CK6434'10.09 METERS (33.1 FT) EAST FROM THE SOUTHWEST PARAPET BARRIER
 CK6434'END POST OF THE BRIDGE,
 CK6434'9.02 METERS (29.6 FT) EAST-SOUTHEAST FROM THE CENTER OF A SLOPE
 CK6434'DRAIN MAN-HOLE COVER ON THE WEST SIDE OF THE BRIDGE.
 CK6434'
 CK6434'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6434'STAMPED---025-212 1982 RM 1---,
 CK6434'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6434'FLUSH WITH GROUND.  IT IS LOCATED
 CK6434'5.12 METERS (16.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK6434'COUNTY ROAD 91858 (QUACCO ROAD),
 CK6434'6.86 METERS (22.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A SLOPE
 CK6434'DRAIN MAN-HOLE COVER ON THE WEST SIDE OF THE ROAD,
 CK6434'8.99 METERS (29.5 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST END OF
 CK6434'THE BRIDGE OVER INTERSTATE HIGHWAY 16,
 CK6434'15.24 METERS (50 FT) WEST-SOUTHWEST FROM THE SOUTHEAST END OF THE
 CK6434'BRIDGE OVER INTERSTATE HIGHWAY 16,
 CK6434'MARK IS LEVEL WITH STATION.
 CK6434'
 CK6434'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6434'STAMPED---025-212 1982 AZ MK---,
 CK6434'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6434'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 CK6434'15.73 METERS (51.6 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6434'PAVED COUNTY ROAD 91858, (QUACCO ROAD),
 CK6434'9.63 METERS (31.6 FT) NORTHEAST FROM THE CENTER OF A RIGHT OF
 CK6434'WAY MARKER,
 CK6434'1.1 METERS (3.6 FT) NORTH-NORTHWEST FROM AN 8 INCH PINE TREE,
 CK6434'19.96 METERS (65.5 FT) SOUTHWEST FROM THE SOUTH END OF AN 18 INCH
 CK6434'CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE NORTH.
 CK6434'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6434'STAMPED---025-212 1982 AZ MK---,
 CK6434'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6434'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG PAVED
 CK6434'COUNTY ROAD 91858 (QUACCO ROAD) FOR 0.4 KM (0.25 MI) TO THE
 CK6434'AZIMUTH MARK ON THE LEFT.
 CK6434'
 CK6434'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6434'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6434'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6434'
 CK6434'DESCRIBED BY G.D. JOHNSON.
 CK6434
 CK6434                          STATION RECOVERY (1982)
 CK6434
 CK6434'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6434'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 PROJECT
 CK6434'G16953, VICINITY OF SAVANNAH-JESUP.
 CK6434
 CK6434                          STATION RECOVERY (1998)
 CK6434
 CK6434'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6435 ***********************************************************************
 CK6435  DESIGNATION -  BV 025 212 AZ MK
 CK6435  PID         -  CK6435
 CK6435  STATE/COUNTY-  GA/CHATHAM
 CK6435  USGS QUAD   -  MELDRIM SE (1976)
 CK6435
 CK6435                         *CURRENT SURVEY CONTROL
 CK6435  ___________________________________________________________________
 CK6435* NAD 83(1994)-  32 04 38.94553(N)    081 16 18.04798(W)     ADJUSTED  
 CK6435* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 CK6435  ___________________________________________________________________
 CK6435  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK6435  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 CK6435
 CK6435  HORZ ORDER  -  SECOND
 CK6435
 CK6435.The horizontal coordinates were established by classical geodetic methods
 CK6435.and adjusted by the National Geodetic Survey in September 1997..
 CK6435
 CK6435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6435
 CK6435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6435
 CK6435.The geoid height was determined by GEOID03.
 CK6435
 CK6435;                    North         East     Units Scale Factor Converg.
 CK6435;SPC GA E     -   230,658.574   284,491.964   MT  0.99998801   +0 28 31.2
 CK6435;SPC GA E     -   756,752.34    933,370.72   sFT  0.99998801   +0 28 31.2
 CK6435;UTM  17      - 3,549,056.642   474,359.935   MT  0.99960811   -0 08 39.4
 CK6435
 CK6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6435!SPC GA E     -   1.00000405  x   0.99998801  =   0.99999206
 CK6435!UTM  17      -   1.00000405  x   0.99960811  =   0.99961216
 CK6435
 CK6435                          SUPERSEDED SURVEY CONTROL
 CK6435
 CK6435  NAD 83(1986)-  32 04 38.95598(N)    081 16 18.06258(W) AD(       ) 2
 CK6435  NGVD 29 (03/31/94)    5.4    (m)           18.     (f) VERT ANG       
 CK6435
 CK6435.Superseded values are not recommended for survey control.
 CK6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6435.See file dsdata.txt to determine how the superseded data were derived.
 CK6435
 CK6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7436049057(NAD 83)
 CK6435_MARKER: DD = SURVEY DISK
 CK6435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6435+STABILITY: SURFACE MOTION
 CK6435
 CK6435  HISTORY     - Date     Condition        Report By
 CK6435  HISTORY     - 1982     MONUMENTED       GADT
 CK6435  HISTORY     - 19980411 GOOD             USPSQD
 CK6435
 CK6435                          STATION DESCRIPTION
 CK6435
 CK6435'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6435'THE STATION IS LOCATED ABOUT 12.25 KM (7.6 MI) WEST-SOUTHWEST
 CK6435'FROM GARDEN CITY, 6.6 KM (4.1 MI) SOUTH-SOUTHEAST FROM
 CK6435'BLOOMINGDALE, AND 4.65 KM (2.9 MI) SOUTH-SOUTHWEST FROM
 CK6435'POOLER.
 CK6435'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK6435'
 CK6435'TO REACH THE STATION FROM THE U.S. POST OFFICE IN POOLER, GO EAST
 CK6435'AONG U.S. HIGHWAY 80 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF
 CK6435'PAVED COUNTY ROAD 91858 (ROGERS STREET) TO THE RIGHT.  TURN
 CK6435'RIGHT GOING SOUTH ALONG COUNTY ROAD 91858 FOR 2.8 KM (1.75 MI)
 CK6435'TO THE JUNCTION OF PAVED COUNTY ROAD 23 (PINE BARREN ROAD)
 CK6435'CROSSING AT A SLIGHT OFFSET.  CONTINUE GOING SOUTH ALONG COUNTY
 CK6435'ROAD 91858 (NOW QUACCO ROAD) FOR 2 KM (1.25 MI) TO THE SOUTH
 CK6435'END OF A BRIDGE CROSSING OVER INTERSTATE HIGHWAY 16.  CONTINUE
 CK6435'GOING SOUTH ALONG COUNTY ROAD 91858 FOR 0.4 KM (0.25 MI) TO THE
 CK6435'STATION ON THE LEFT.
 CK6435'
 CK6435'THE STATION IS A STANDARD NGS DISK
 CK6435'STAMPED---025-212 1982 AZ MK---,
 CK6435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6435'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 CK6435'15.73 METERS (51.6 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6435'COUNTY ROAD 91858,
 CK6435'9.63 METERS (31.6 FT) NORTHEAST FROM THE CENTER OF A RIGHT OF
 CK6435'WAY MARKER,
 CK6435'1.1 METERS (3.6 FT) NORTH-NORTHWEST FROM AN 8 INCH PINE TREE,
 CK6435'19.96 METERS (65.5 FT) SOUTHWEST FROM THE SOUTH END OF AN 18 INCH
 CK6435'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH.
 CK6435'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6435'STAMPED---025-212 1982 AZ MK---,
 CK6435'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6435'
 CK6435'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6435'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP CHATHAM
 CK6435'CUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6435'
 CK6435'DESCRIBED BY G.D. JOHNSON.
 CK6435
 CK6435                          STATION RECOVERY (1998)
 CK6435
 CK6435'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6456 ***********************************************************************
 CK6456  DESIGNATION -  BV 025 213
 CK6456  PID         -  CK6456
 CK6456  STATE/COUNTY-  GA/CHATHAM
 CK6456  USGS QUAD   -  MELDRIM SE (1976)
 CK6456
 CK6456                         *CURRENT SURVEY CONTROL
 CK6456  ___________________________________________________________________
 CK6456* NAD 83(1994)-  32 06 00.24764(N)    081 19 24.10807(W)     ADJUSTED  
 CK6456* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 CK6456  ___________________________________________________________________
 CK6456  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CK6456  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CK6456
 CK6456  HORZ ORDER  -  SECOND
 CK6456
 CK6456.The horizontal coordinates were established by classical geodetic methods
 CK6456.and adjusted by the National Geodetic Survey in September 1997..
 CK6456
 CK6456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6456
 CK6456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6456
 CK6456.The geoid height was determined by GEOID03.
 CK6456
 CK6456;                    North         East     Units Scale Factor Converg.
 CK6456;SPC GA E     -   233,123.426   279,593.012   MT  0.99997810   +0 26 53.4
 CK6456;SPC GA E     -   764,839.11    917,298.07   sFT  0.99997810   +0 26 53.4
 CK6456;UTM  17      - 3,551,573.403   469,489.751   MT  0.99961148   -0 10 18.6
 CK6456
 CK6456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6456!SPC GA E     -   1.00000263  x   0.99997810  =   0.99998073
 CK6456!UTM  17      -   1.00000263  x   0.99961148  =   0.99961411
 CK6456
 CK6456|---------------------------------------------------------------------|
 CK6456| PID    Reference Object                     Distance      Geod. Az  |
 CK6456|                                                           dddmmss.s |
 CK6456| CK6458 BV 025 213 RM 1                      22.970 METERS 35040     |
 CK6456| CK6457 BV 025 213 AZ MK                    496.882 METERS 3515144.7 |
 CK6456|---------------------------------------------------------------------|
 CK6456
 CK6456                          SUPERSEDED SURVEY CONTROL
 CK6456
 CK6456  NAD 83(1986)-  32 06 00.25886(N)    081 19 24.12148(W) AD(       ) 2
 CK6456  NGVD 29 (03/31/94)   14.3    (m)           47.     (f) VERT ANG       
 CK6456
 CK6456.Superseded values are not recommended for survey control.
 CK6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6456.See file dsdata.txt to determine how the superseded data were derived.
 CK6456
 CK6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6949051573(NAD 83)
 CK6456_MARKER: DD = SURVEY DISK
 CK6456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6456+STABILITY: SURFACE MOTION
 CK6456
 CK6456  HISTORY     - Date     Condition        Report By
 CK6456  HISTORY     - 1982     MONUMENTED       GADT
 CK6456  HISTORY     - 19970104 GOOD             USPSQD
 CK6456
 CK6456                          STATION DESCRIPTION
 CK6456
 CK6456'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6456'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI) SOUTHWEST
 CK6456'FROM BLOOMINGDALE, 7.25 KM (4.5 MI) WEST FROM POOLER, AND 16.6 KM
 CK6456'(10.3 MI) NORTH FROM RICHMOND HILL.
 CK6456'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6456'
 CK6456'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 17 AND
 CK6456'INTERSTATE HIGHWAY 16 ABOUT 4.2 KM (2.6 MI) SOUTHWEST FROM
 CK6456'BLOOMINGDALE, NEAR THE NORTHEAST CORNER OF THE STATE ROUTE 17
 CK6456'BRIDGE OVER INTERSTATE HIGHWAY 16.
 CK6456'
 CK6456'THE STATION IS A STANDARD GADT DISK
 CK6456'STAMPED---025-213 1982---,
 CK6456'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6456'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6456'6.55 METERS (21.5 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK6456'1.52 METERS (5 FT) EAST FROM THE NORTHEAST END OF THE BRIDGE
 CK6456'OVER INTERSTATE HIGHWAY 16,
 CK6456'12.8 METERS (42 FT) EAST FROM THE NORTHWEST END OF THE BRIDGE
 CK6456'OVER INTERSTATE HIGHWAY 16,
 CK6456'2.9 METERS (9.5 FT) SOUTHEAST FROM THE CENTER OF A MAN HOLE
 CK6456'COVER ON THE EAST SIDE OF THE BRIDGE,
 CK6456'14.17 METERS (46.5 FT) EAST-SOUTHEAST FROM THE CENTER OF ANOTHER
 CK6456'MAN HOLE COVER TO THE WEST SIDE OF THE BRIDGE, AND
 CK6456'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6456'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6456'STAMPED---025-213 1982---,
 CK6456'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6456'
 CK6456'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6456'STAMPED---025-213 1982 RM 1---,
 CK6456'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6456'FLUSH WITH GROUND.  IT IS LOCATED
 CK6456'6.31 METERS (20.7 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK6456'18.75 METERS (61.5 FT) NORTHEAST FROM THE CENTER OF A MAN HOLE
 CK6456'COVER ON THE WEST SIDE OF THE BRIDGE,
 CK6456'20.39 METERS (66.9 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 CK6456'OTHER MAN HOLE COVER ON THE EAST SIDE OF THE BRIDGE,
 CK6456'23.90 METERS (78.4 FT) SOUTH-SOUTHWEST FROM THE NORTHEAST END
 CK6456'OF THE BRIDGE OVER INTERSTATE HIGHWAY 16, AND
 CK6456'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6456'MARK IS LEVEL WITH STATION.
 CK6456'
 CK6456'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6456'STAMPED---025-213 1982 AZ MK---,
 CK6456'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6456'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 CK6456'5.91 METERS (19.4 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK6456'5.64 METERS (18.5 FT) EAST FROM A POWER POLE,
 CK6456'9.2 METERS (30.2 FT) EAST-SOUTHEAST FROM A 5 INCH TWIN PINE TREE,
 CK6456'21.67 METERS (71.1 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE
 CK6456'CABLE WARNING POST, AND
 CK6456'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK6456'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6456'STAMPED---025-213 1982 AZ MK---,
 CK6456'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6456'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG STATE
 CK6456'ROUTE 17 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CK6456'
 CK6456'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6456'
 CK6456'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6456'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6456'
 CK6456'DESCRIBED BY G.D. JOHNSON.
 CK6456
 CK6456                          STATION RECOVERY (1997)
 CK6456
 CK6456'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6457 ***********************************************************************
 CK6457  DESIGNATION -  BV 025 213 AZ MK
 CK6457  PID         -  CK6457
 CK6457  STATE/COUNTY-  GA/CHATHAM
 CK6457  USGS QUAD   -  MELDRIM SE (1976)
 CK6457
 CK6457                         *CURRENT SURVEY CONTROL
 CK6457  ___________________________________________________________________
 CK6457* NAD 83(1994)-  32 06 16.21648(N)    081 19 26.79070(W)     ADJUSTED  
 CK6457* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 CK6457  ___________________________________________________________________
 CK6457  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK6457  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CK6457
 CK6457  HORZ ORDER  -  SECOND
 CK6457
 CK6457.The horizontal coordinates were established by classical geodetic methods
 CK6457.and adjusted by the National Geodetic Survey in September 1997..
 CK6457.No horizontal observational check was made to the station.
 CK6457
 CK6457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6457
 CK6457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6457
 CK6457.The geoid height was determined by GEOID03.
 CK6457
 CK6457;                    North         East     Units Scale Factor Converg.
 CK6457;SPC GA E     -   233,614.729   279,518.835   MT  0.99997796   +0 26 52.1
 CK6457;SPC GA E     -   766,450.99    917,054.71   sFT  0.99997796   +0 26 52.1
 CK6457;UTM  17      - 3,552,065.299   469,420.920   MT  0.99961153   -0 10 20.1
 CK6457
 CK6457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6457!SPC GA E     -   1.00000403  x   0.99997796  =   0.99998199
 CK6457!UTM  17      -   1.00000403  x   0.99961153  =   0.99961556
 CK6457
 CK6457                          SUPERSEDED SURVEY CONTROL
 CK6457
 CK6457  NAD 83(1986)-  32 06 16.22771(N)    081 19 26.80401(W) AD(       ) 2
 CK6457  NGVD 29 (03/31/94)    5.4    (m)           18.     (f) VERT ANG       
 CK6457
 CK6457.Superseded values are not recommended for survey control.
 CK6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6457.See file dsdata.txt to determine how the superseded data were derived.
 CK6457
 CK6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6942152065(NAD 83)
 CK6457_MARKER: DD = SURVEY DISK
 CK6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6457+STABILITY: SURFACE MOTION
 CK6457
 CK6457  HISTORY     - Date     Condition        Report By
 CK6457  HISTORY     - 1982     MONUMENTED       GADT
 CK6457  HISTORY     - 19970104 GOOD             USPSQD
 CK6457
 CK6457                          STATION DESCRIPTION
 CK6457
 CK6457'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6457'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTHWEST FROM
 CK6457'BLOOMINGDALE, 7.15 KM (4.45 MI) WEST FROM POOLER, AND 17.05 KM
 CK6457'(10.6 MI) NORTH FROM RICHMOND HILL.
 CK6457'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6457'
 CK6457'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK6457'INTERSTATE HIGHWAY 16, ABOT 4.2 KM (2.6 MI) SOUTHWEST FROM
 CK6457'BLOOMINGDALE, GO NORTH ALONG STATE ROUTE 17 FOR 0.5 KM (0.3 MI)
 CK6457'TO THE STATION ON THE LEFT.
 CK6457'
 CK6457'THE STATION IS A STANDARD GADT DISK
 CK6457'STAMPED---025-213 1982 AZ MK---,
 CK6457'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6457'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 CK6457'5.91 METERS (19.4 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK6457'5.64 METERS (18.5 FT) EAST FROM A POWER POLE,
 CK6457'9.2 METERS (30.2 FT) EAST-SOUTHEAST FROM A 5 INCH TWIN PINE TREE,
 CK6457'21.67 METERS (71.1 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE
 CK6457'CABLE WARNING POST, AND
 CK6457'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK6457'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6457'STAMPED---025-213 1982 AZ MK---,
 CK6457'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6457'
 CK6457'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6457'
 CK6457'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6457'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6457'
 CK6457'DESCRIBED BY G.D. JOHNSON.
 CK6457
 CK6457                          STATION RECOVERY (1997)
 CK6457
 CK6457'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6458 ***********************************************************************
 CK6458  DESIGNATION -  BV 025 213 RM 1
 CK6458  PID         -  CK6458
 CK6458  STATE/COUNTY-  GA/CHATHAM
 CK6458  USGS QUAD   -  MELDRIM SE (1976)
 CK6458
 CK6458                         *CURRENT SURVEY CONTROL
 CK6458  ___________________________________________________________________
 CK6458* NAD 83(1994)-  32 06 00.98349(N)    081 19 24.25016(W)     ADJUSTED  
 CK6458* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 CK6458  ___________________________________________________________________
 CK6458  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CK6458  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 CK6458
 CK6458  HORZ ORDER  -  SECOND
 CK6458  VERT ORDER  -  THIRD (See Below)
 CK6458
 CK6458.The horizontal coordinates were established by classical geodetic methods
 CK6458.and adjusted by the National Geodetic Survey in September 1997..
 CK6458.No horizontal observational check was made to the station.
 CK6458
 CK6458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6458.The vertical order pertains to the NGVD 29 superseded value.
 CK6458
 CK6458.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6458
 CK6458.The geoid height was determined by GEOID03.
 CK6458
 CK6458;                    North         East     Units Scale Factor Converg.
 CK6458;SPC GA E     -   233,146.061   279,589.110   MT  0.99997809   +0 26 53.3
 CK6458;SPC GA E     -   764,913.37    917,285.27   sFT  0.99997809   +0 26 53.3
 CK6458;UTM  17      - 3,551,596.071   469,486.095   MT  0.99961148   -0 10 18.7
 CK6458
 CK6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6458!SPC GA E     -   1.00000271  x   0.99997809  =   0.99998080
 CK6458!UTM  17      -   1.00000271  x   0.99961148  =   0.99961419
 CK6458
 CK6458                          SUPERSEDED SURVEY CONTROL
 CK6458
 CK6458  NAD 83(1986)-  32 06 00.99473(N)    081 19 24.26358(W) AD(       ) 2
 CK6458  NGVD 29 (03/31/94)   13.8    (m)           45.     (f) LEVELING    3  
 CK6458
 CK6458.Superseded values are not recommended for survey control.
 CK6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6458.See file dsdata.txt to determine how the superseded data were derived.
 CK6458
 CK6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6948651596(NAD 83)
 CK6458_MARKER: DD = SURVEY DISK
 CK6458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6458+STABILITY: SURFACE MOTION
 CK6458
 CK6458  HISTORY     - Date     Condition        Report By
 CK6458  HISTORY     - 1982     MONUMENTED       GADT
 CK6458  HISTORY     - 19970104 GOOD             USPSQD
 CK6458
 CK6458                          STATION DESCRIPTION
 CK6458
 CK6458'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6458'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI) SOUTHWEST
 CK6458'FROM BLOOMINGDALE, 7.25 KM (4.5 MI) WEST FROM POOLER, AND 16.6 KM
 CK6458'(10.3 MI) NORTH FROM RICHMOND HILL.
 CK6458'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6458'
 CK6458'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 17 AND
 CK6458'INTERSTATE HIGHWAY 16 ABOUT 4.2 KM (2.6 MI) SOUTHWEST FROM
 CK6458'BLOOMINGDALE., AND ON THE EAST SIDE OF THE ROAD.
 CK6458'
 CK6458'THE STATION IS A STANDARD GADT DISK
 CK6458'STAMPED---025-213 1982 RM 1---,
 CK6458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6458'FLUSH WITH GROUND.  IT IS LOCATED
 CK6458'6.31 METERS (20.7 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK6458'18.75 METERS (61.5 FT) NORTHEAST FROM THE CENTER OF A MAN HOLE
 CK6458'COVER ON THE WEST SIDE OF THE BRIDGE OVER INTERSTATE HIGHWAY 16,
 CK6458'20.39 METERS (66.9 FT) SOUTH-SOUTHWEST FROM THE CENTER OF ANOTHER
 CK6458'MAN HOLE COVER ON THE EAST SIDE OF THE BRIDGE,
 CK6458'23.9 METERS (78.4 FT) SOUTH-SOUTHWEST FROM THE NORTHEAST END OF
 CK6458'THE BRIDGE OVER INTERSTATE HIGHWAY 16, AND
 CK6458'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK6458'
 CK6458'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6458'
 CK6458'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6458'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6458'
 CK6458'DESCRIBED BY G.D. JOHNSON.
 CK6458
 CK6458                          STATION RECOVERY (1997)
 CK6458
 CK6458'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK6458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5912 ***********************************************************************
 CK5912  DESIGNATION -  BV 025 216
 CK5912  PID         -  CK5912
 CK5912  STATE/COUNTY-  GA/CHATHAM
 CK5912  USGS QUAD   -  MELDRIM SE (1976)
 CK5912
 CK5912                         *CURRENT SURVEY CONTROL
 CK5912  ___________________________________________________________________
 CK5912* NAD 83(1994)-  32 05 38.21504(N)    081 15 46.50053(W)     ADJUSTED  
 CK5912* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 CK5912  ___________________________________________________________________
 CK5912  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK5912  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 CK5912
 CK5912  HORZ ORDER  -  SECOND
 CK5912
 CK5912.The horizontal coordinates were established by classical geodetic methods
 CK5912.and adjusted by the National Geodetic Survey in September 1997..
 CK5912
 CK5912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5912
 CK5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5912
 CK5912.The geoid height was determined by GEOID03.
 CK5912
 CK5912;                    North         East     Units Scale Factor Converg.
 CK5912;SPC GA E     -   232,491.027   285,303.992   MT  0.99998971   +0 28 48.7
 CK5912;SPC GA E     -   762,764.31    936,034.85   sFT  0.99998971   +0 28 48.7
 CK5912;UTM  17      - 3,550,879.509   475,191.419   MT  0.99960759   -0 08 22.9
 CK5912
 CK5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5912!SPC GA E     -   1.00000390  x   0.99998971  =   0.99999361
 CK5912!UTM  17      -   1.00000390  x   0.99960759  =   0.99961148
 CK5912
 CK5912                          SUPERSEDED SURVEY CONTROL
 CK5912
 CK5912  NAD 83(1986)-  32 05 38.22736(N)    081 15 46.51384(W) AD(       ) 2
 CK5912  NGVD 29 (10/08/91)    6.4    (m)           21.     (f) VERT ANG       
 CK5912
 CK5912.Superseded values are not recommended for survey control.
 CK5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5912.See file dsdata.txt to determine how the superseded data were derived.
 CK5912
 CK5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7519150880(NAD 83)
 CK5912_MARKER: DD = SURVEY DISK
 CK5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5912+STABILITY: SURFACE MOTION
 CK5912
 CK5912  HISTORY     - Date     Condition        Report By
 CK5912  HISTORY     - 1982     MONUMENTED       GADT
 CK5912  HISTORY     - 19960513 GOOD             USPSQD
 CK5912
 CK5912                          STATION DESCRIPTION
 CK5912
 CK5912'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5912'THE STATION IS LOCATED APPROXIMATELY 2.75 KM (1.7 MI) SOUTHWEST
 CK5912'OF POOLER, 5.3 KM (3.3 MI) SOUTHEAST OF BLOOMINGDALE, AND 11.05
 CK5912'KM (6.85 MI) WEST OF GARDEN CITY.
 CK5912'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5912'
 CK5912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5912'(STATE ROUTE 26) AND COUNTY PAVED ROAD 773 (ROGERS STREET)
 CK5912'LOCATED AT THE TOWN HALL IN POOLER, GO SOUTH ALONG COUNTY
 CK5912'ROAD 773 FOR 2.8 KM (1.75 MI) TO ITS TERMINATION AT THE
 CK5912'JUNCTION OF PAVED COUNTY ROAD 23 (PINE BARREN ROAD) CROSSING
 CK5912'AND PAVED COUNTY ROAD 91858 (QUACCO ROAD) CONTINUING AHEAD.
 CK5912'TURN RIGHT GOING WEST ALONG COUNTY ROAD 23 FOR 0.65 KM (0.4 MI)
 CK5912'TO THE STATION ON THE RIGHT.
 CK5912'
 CK5912'THE STATION IS A STANDARD GADT DISK
 CK5912'STAMPED---025-216 1982---,
 CK5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5912'FLUSH WITH GROUND.  IT IS LOCATED
 CK5912'13.59 METERS (44.60 FT) NORTH FROM THE CENTERLINE OF PAVED COUNTY
 CK5912'ROAD 23 (PINE BARREN ROAD),
 CK5912'12.50 METERS (41.00 FT) EAST-SOUTHEAST FROM A 3 INCH PECAN TREE
 CK5912'ON THE FENCELINE,
 CK5912'1.98 METERS (6.5 FT) SOUTH FROM THE FENCELINE, AND
 CK5912'1.83 METERS (6.0 FT) SOUTH FROM A WITNESS POST.
 CK5912'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5912'STAMPED---025-216 1982---,
 CK5912'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5912'
 CK5912'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5912'STAMPED---025-216 1982---,
 CK5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5912'FLUSH WITH GROUND.  IT IS LOCATED
 CK5912'13.50 METERS (44.30 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5912'23 (PINE BARREN),
 CK5912'10.94 METERS (35.90 FT) WEST-NORTHWEST FROM THE 3 INCH PECAN TREE
 CK5912'ON THE FENCELINE,
 CK5912'1.83 METERS (6 FT) SOUTH FROM THE FENCELINE,
 CK5912'1.37 METERS (4.50 FT) SOUTH FROM A WITNESS POST.
 CK5912'MARK IS LEVEL WITH STATION.
 CK5912'
 CK5912'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5912'STAMPED---025-216 1982 AZ MK---,
 CK5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5912'FLUSH WITH GROUND.  IT IS LOCATED
 CK5912'13.53 METERS (44.40 FT) SOUTH FROM THE CENTERLINE OF PAVED COUNTY
 CK5912'ROAD 23 (PINE BARREN ROAD),
 CK5912'12.68 METERS (41.60 FT) EAST-NORTHEAST FROM A 12 INCH LEANING
 CK5912'PINE TREE,
 CK5912'8.53 METERS (28.00 FT) NORTH FROM AN 18 INCH PINE TREE,
 CK5912'1.65 METERS (5.40 FT) WEST FROM A POWER POLE, AND
 CK5912'0.61 METER (2 FT) NORTH FROM A WITNESS POST.
 CK5912'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG
 CK5912'COUNTY PAVED ROAD 23 (PINE BARREN ROAD) FOR 1.7 KM (1.05 MI) TO
 CK5912'THE AZIMUTH MARK ON THE LEFT.
 CK5912'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5912'STAMPED---025-216 1982 AZ MK---, SET INTO AN IRREGULAR
 CK5912'MASS OF CONCRETE 0.91 METER BELOW TH SURFACE OF THE GROUND.
 CK5912'
 CK5912'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5912'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5912'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5912'
 CK5912'DESCRIBED BY G.D. JOHNSON.
 CK5912
 CK5912                          STATION RECOVERY (1996)
 CK5912
 CK5912'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5913 ***********************************************************************
 CK5913  DESIGNATION -  BV 025 216 AZ MK
 CK5913  PID         -  CK5913
 CK5913  STATE/COUNTY-  GA/CHATHAM
 CK5913  USGS QUAD   -  MELDRIM SE (1976)
 CK5913
 CK5913                         *CURRENT SURVEY CONTROL
 CK5913  ___________________________________________________________________
 CK5913* NAD 83(1994)-  32 05 57.27194(N)    081 16 43.06242(W)     ADJUSTED  
 CK5913* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 CK5913  ___________________________________________________________________
 CK5913  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CK5913  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 CK5913
 CK5913  HORZ ORDER  -  SECOND
 CK5913
 CK5913.The horizontal coordinates were established by classical geodetic methods
 CK5913.and adjusted by the National Geodetic Survey in September 1997..
 CK5913.No horizontal observational check was made to the station.
 CK5913
 CK5913.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5913
 CK5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5913
 CK5913.The geoid height was determined by GEOID03.
 CK5913
 CK5913;                    North         East     Units Scale Factor Converg.
 CK5913;SPC GA E     -   233,065.675   283,816.100   MT  0.99998661   +0 28 18.9
 CK5913;SPC GA E     -   764,649.64    931,153.32   sFT  0.99998661   +0 28 18.9
 CK5913;UTM  17      - 3,551,469.997   473,710.395   MT  0.99960852   -0 08 53.0
 CK5913
 CK5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5913!SPC GA E     -   1.00000398  x   0.99998661  =   0.99999059
 CK5913!UTM  17      -   1.00000398  x   0.99960852  =   0.99961250
 CK5913
 CK5913                          SUPERSEDED SURVEY CONTROL
 CK5913
 CK5913  NAD 83(1986)-  32 05 57.28409(N)    081 16 43.07581(W) AD(       ) 2
 CK5913  NGVD 29 (10/08/91)    6.     (m)           20.     (f) VERT ANG       
 CK5913
 CK5913.Superseded values are not recommended for survey control.
 CK5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5913.See file dsdata.txt to determine how the superseded data were derived.
 CK5913
 CK5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7371051470(NAD 83)
 CK5913_MARKER: DD = SURVEY DISK
 CK5913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5913+STABILITY: SURFACE MOTION
 CK5913
 CK5913  HISTORY     - Date     Condition        Report By
 CK5913  HISTORY     - 1982     MONUMENTED       GADT
 CK5913  HISTORY     - 19960513 GOOD             USPSQD
 CK5913
 CK5913                          STATION DESCRIPTION
 CK5913
 CK5913'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5913'THE STATION IS LOCATED ABOUT 3.45 KM (2.15 MI) WEST-SOUTHWEST
 CK5913'FROM POOLER, 4.05 KM (2.5 MI) SOUTH-SOUTHEAST OF BLOOMINGDALE,
 CK5913'AND 12.55 KM (7.8 MI) WEST OF GARDEN CITY.
 CK5913'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5913'
 CK5913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5913'(STATE ROUTE 26) AND PAVED COUNTY ROAD 773 (ROGERS STREET)
 CK5913'LOCATED AT THE TOWN HALL IN POOLER, GO SOUTH ALONG COUNTY
 CK5913'ROAD 773 FOR 2.8 KM (1.75 MI) TO ITS TERMINATION AT THE
 CK5913'JUNCTION OF PAVED COUNTY ROAD 23 (PINE BARREN ROAD) CROSSING AND
 CK5913'COUNTY PAVED ROAD 91858 (QUACCO ROAD) CONTINUING AHEAD.  TURN
 CK5913'RIGHT GOING WEST ALONG COUNTY ROAD 23 FOR 2.35 KM (1.45 MI)
 CK5913'TO THE STATION ON THE LEFT.
 CK5913'
 CK5913'THE STATION IS A STANDARD GADT DISK
 CK5913'STAMPED---025-216 1982 AZ MK---,
 CK5913'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5913'FLUSH WITH GROUND.  IT IS LOCATED
 CK5913'13.53 METERS (44.40 FT) SOUTH FROM THE CENTERLINE OF PAVED
 CK5913'COUNTY ROAD 23 (PINE BARREN ROAD),
 CK5913'12.68 METERS (41.60 FT) EAST-NORTHEAST FROM A 12 INCH LEANING
 CK5913'PINE TREE,
 CK5913'8.53 METERS (28.00 FT) NORTH FROM AN 18 INCH PINE TREE,
 CK5913'1.65 METERS (5.4 FT) WEST FROM A POWER POLE, AND
 CK5913'0.61 METER (2 FT) NORTH FROM A WITNESS POST.
 CK5913'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5913'STAMPED---025-216 1982 AZ MK---,
 CK5913'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5913'
 CK5913'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5913'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5913'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5913'
 CK5913'DESCRIBED BY G.D. JOHNSON.
 CK5913
 CK5913                          STATION RECOVERY (1996)
 CK5913
 CK5913'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5914 ***********************************************************************
 CK5914  DESIGNATION -  BV 025 216 RM 1
 CK5914  PID         -  CK5914
 CK5914  STATE/COUNTY-  GA/CHATHAM
 CK5914  USGS QUAD   -  MELDRIM SE (1976)
 CK5914
 CK5914                         *CURRENT SURVEY CONTROL
 CK5914  ___________________________________________________________________
 CK5914* NAD 83(1994)-  32 05 38.50079(N)    081 15 47.30805(W)     ADJUSTED  
 CK5914* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 CK5914  ___________________________________________________________________
 CK5914  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CK5914  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 CK5914
 CK5914  HORZ ORDER  -  SECOND
 CK5914
 CK5914.The horizontal coordinates were established by classical geodetic methods
 CK5914.and adjusted by the National Geodetic Survey in September 1997..
 CK5914
 CK5914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5914
 CK5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5914
 CK5914.The geoid height was determined by GEOID03.
 CK5914
 CK5914;                    North         East     Units Scale Factor Converg.
 CK5914;SPC GA E     -   232,499.651   285,282.745   MT  0.99998967   +0 28 48.3
 CK5914;SPC GA E     -   762,792.60    935,965.14   sFT  0.99998967   +0 28 48.3
 CK5914;UTM  17      - 3,550,888.359   475,170.275   MT  0.99960760   -0 08 23.3
 CK5914
 CK5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5914!SPC GA E     -   1.00000389  x   0.99998967  =   0.99999356
 CK5914!UTM  17      -   1.00000389  x   0.99960760  =   0.99961149
 CK5914
 CK5914                          SUPERSEDED SURVEY CONTROL
 CK5914
 CK5914  NAD 83(1986)-  32 05 38.51311(N)    081 15 47.32136(W) AD(       ) 2
 CK5914  NGVD 29 (10/08/91)    6.4    (m)           21.     (f) H LEVEL        
 CK5914
 CK5914.Superseded values are not recommended for survey control.
 CK5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5914.See file dsdata.txt to determine how the superseded data were derived.
 CK5914
 CK5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7517050888(NAD 83)
 CK5914_MARKER: DD = SURVEY DISK
 CK5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5914+STABILITY: SURFACE MOTION
 CK5914
 CK5914  HISTORY     - Date     Condition        Report By
 CK5914  HISTORY     - 1982     MONUMENTED       GADT
 CK5914  HISTORY     - 19960513 GOOD             USPSQD
 CK5914
 CK5914                          STATION DESCRIPTION
 CK5914
 CK5914'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5914'THE STATION IS LOCATED APPROXIMATELY 2.75 KM (1.7 MI) SOUTHWEST
 CK5914'OF POOLER, 5.3 KM (3.3 MI) SOUTHEAST OF BLOOMINGDALE, AND 11.05
 CK5914'KM (6.85 MI) WEST OF GARDEN CITY.
 CK5914'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5914'
 CK5914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CK5914'(STATE ROUTE 26) AND COUNTY PAVED ROAD 773 (ROGERS STREET)
 CK5914'LOCATED AT THE TOWN HALL IN POOLER, GO SOUTH ALONG COUNTY
 CK5914'ROAD 773 FOR 2.8 KM (1.75 MI) TO ITS TERMINATION AT THE
 CK5914'JUNCTION OF PAVED COUNTY ROAD 23 (PINE BARREN ROAD) CROSSING
 CK5914'AND PAVED COUNTY ROAD 91858 (QUACCO ROAD) CONTINUING AHEAD.
 CK5914'TURN RIGHT GOING WEST ALONG COUNTY ROAD 23 FOR 0.65 KM (0.4 MI)
 CK5914'TO THE STATION ON THE RIGHT.
 CK5914'
 CK5914'THE STATION IS A STANDARD GADT DISK
 CK5914'STAMPED---025-216 1982 RM 1---,
 CK5914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5914'FLUSH WITH GROUND.  IT IS LOCATED
 CK5914'13.50 METERS (44.30 FT) NORTH FROM THE CENTERLINE OF COUNTY
 CK5914'ROAD 23 (PINE BARREN ROAD),
 CK5914'10.94 METERS (35.90 FT) WEST-NORTHWEST FROM A 3 INCH PINE TREE
 CK5914'ON THE FENCELINE,
 CK5914'1.83 METERS (6 FT) SOUTH FROM A FENCELINE, AND
 CK5914'1.37 METERS (4.5 FT) SOUTH FROM A WITNESS POST.
 CK5914'
 CK5914'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5914'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BRYAN
 CK5914'COUNTY GEORGIA 1977.  REVISED AUGUST 1977.
 CK5914'
 CK5914'DESCRIBED BY G.D. JOHNSON.
 CK5914
 CK5914                          STATION RECOVERY (1996)
 CK5914
 CK5914'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5915 ***********************************************************************
 CK5915  DESIGNATION -  BV 025 218
 CK5915  PID         -  CK5915
 CK5915  STATE/COUNTY-  GA/CHATHAM
 CK5915  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5915
 CK5915                         *CURRENT SURVEY CONTROL
 CK5915  ___________________________________________________________________
 CK5915* NAD 83(1994)-  32 08 44.38660(N)    081 10 53.84998(W)     ADJUSTED  
 CK5915* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 CK5915  ___________________________________________________________________
 CK5915  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CK5915  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK5915
 CK5915  HORZ ORDER  -  SECOND
 CK5915
 CK5915.The horizontal coordinates were established by classical geodetic methods
 CK5915.and adjusted by the National Geodetic Survey in September 1997..
 CK5915.No horizontal observational check was made to the station.
 CK5915
 CK5915.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5915
 CK5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5915
 CK5915.The geoid height was determined by GEOID03.
 CK5915
 CK5915;                    North         East     Units Scale Factor Converg.
 CK5915;SPC GA E     -   238,292.575   292,924.936   MT  1.00000646   +0 31 26.9
 CK5915;SPC GA E     -   781,798.22    961,037.89   sFT  1.00000646   +0 31 26.9
 CK5915;SPC SC       -    34,655.853   592,462.421   MT  1.00014356   -0 06 02.5
 CK5915;SPC SC       -   113,700.31  1,943,774.35   iFT  1.00014356   -0 06 02.5
 CK5915;UTM  17      - 3,556,595.962   482,871.713   MT  0.99960362   -0 05 47.9
 CK5915
 CK5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5915!SPC GA E     -   1.00000291  x   1.00000646  =   1.00000937
 CK5915!SPC SC       -   1.00000291  x   1.00014356  =   1.00014647
 CK5915!UTM  17      -   1.00000291  x   0.99960362  =   0.99960653
 CK5915
 CK5915                          SUPERSEDED SURVEY CONTROL
 CK5915
 CK5915  NAD 83(1986)-  32 08 44.40004(N)    081 10 53.87154(W) AD(       ) 2
 CK5915  NGVD 29 (10/08/91)   12.8    (m)           42.     (f) VERT ANG       
 CK5915
 CK5915.Superseded values are not recommended for survey control.
 CK5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5915.See file dsdata.txt to determine how the superseded data were derived.
 CK5915
 CK5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8287256596(NAD 83)
 CK5915_MARKER: DD = SURVEY DISK
 CK5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5915+STABILITY: SURFACE MOTION
 CK5915
 CK5915  HISTORY     - Date     Condition        Report By
 CK5915  HISTORY     - 1982     MONUMENTED       GADT
 CK5915
 CK5915                          STATION DESCRIPTION
 CK5915
 CK5915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5915'THE STATION IS LOCATED APPROXIMATELY 1.75 KM (1.1 MI) WEST OF
 CK5915'PORT WENTWORTH , 4.6 KM (2.85 MI) NORTH-NORTHWEST OF GARDEN
 CK5915'CITY, AND 7.1 KM (4.4 MI) EAST-NORTHEAST OF POOLER.
 CK5915'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5915'
 CK5915'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK5915'AND STATE ROUTE 21 (STATE ROUTE 30) LOCATED ABOUT 5.45 KM (3.4 MI)
 CK5915'NORTH-NORTHWEST FROM PORT WENTWORTH, GO SOUTH ALONG STATE ROUTE 21
 CK5915'FOR 5.4 KM (3.35 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 739
 CK5915'CROSSING.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 739 FOR 0.4 KM
 CK5915'(0.25 MI) TO THE STATION ON THE RIGHT.
 CK5915'
 CK5915'THE STATION IS A STANDARD GADT DISK
 CK5915'STAMPED---025-218 1982---,
 CK5915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5915'FLUSH WITH GROUND.  IT IS LOCATED
 CK5915'7.35 METERS (24.1 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5915'739,
 CK5915'6.37 METERS (20.9 FT) SOUTHEAST FROM A POWER POLE,
 CK5915'19.81 METERS (65 FT) SOUTHWEST FROM A 15 INCH PINE TREE, AND
 CK5915'0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 CK5915'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5915'STAMPED---025-218 1982---,
 CK5915'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5915'
 CK5915'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5915'STAMPED---025-218 1982 RM 1---,
 CK5915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5915'FLUSH WITH GROUND.  IT IS LOCATED
 CK5915'23.8 METERS (78.1 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5915'739,
 CK5915'13.72 METERS (45 FT) NORTHEAST FROM THE POWER POLE,
 CK5915'2.68 METERS (8.8 FT) SOUTHEAST FROM THE 15 INCH PINE TREE, AND
 CK5915'0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 CK5915'MARK IS BELOW STATION 0.6 METERS.
 CK5915'
 CK5915'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5915'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 CK5915'CHATHAM COUNTY GEORGIA 1977, REVISED OCTOBER 1977.
 CK5915'
 CK5915'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5916 ***********************************************************************
 CK5916  DESIGNATION -  BV 025 218 RM 1
 CK5916  PID         -  CK5916
 CK5916  STATE/COUNTY-  GA/CHATHAM
 CK5916  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5916
 CK5916                         *CURRENT SURVEY CONTROL
 CK5916  ___________________________________________________________________
 CK5916* NAD 83(1994)-  32 08 44.96165(N)    081 10 53.69235(W)     ADJUSTED  
 CK5916* NAVD 88     -        11.9    (meters)      39.     (feet)  VERTCON   
 CK5916  ___________________________________________________________________
 CK5916  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CK5916  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK5916
 CK5916  HORZ ORDER  -  SECOND
 CK5916
 CK5916.The horizontal coordinates were established by classical geodetic methods
 CK5916.and adjusted by the National Geodetic Survey in September 1997..
 CK5916
 CK5916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5916
 CK5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5916
 CK5916.The geoid height was determined by GEOID03.
 CK5916
 CK5916;                    North         East     Units Scale Factor Converg.
 CK5916;SPC GA E     -   238,310.325   292,928.905   MT  1.00000646   +0 31 27.0
 CK5916;SPC GA E     -   781,856.46    961,050.92   sFT  1.00000646   +0 31 27.0
 CK5916;SPC SC       -    34,673.562   592,466.583   MT  1.00014349   -0 06 02.4
 CK5916;SPC SC       -   113,758.41  1,943,788.00   iFT  1.00014349   -0 06 02.4
 CK5916;UTM  17      - 3,556,613.661   482,875.872   MT  0.99960362   -0 05 47.8
 CK5916
 CK5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5916!SPC GA E     -   1.00000302  x   1.00000646  =   1.00000948
 CK5916!SPC SC       -   1.00000302  x   1.00014349  =   1.00014651
 CK5916!UTM  17      -   1.00000302  x   0.99960362  =   0.99960663
 CK5916
 CK5916                          SUPERSEDED SURVEY CONTROL
 CK5916
 CK5916  NAD 83(1986)-  32 08 44.97502(N)    081 10 53.71361(W) AD(       ) 2
 CK5916  NGVD 29 (10/08/91)   12.2    (m)           40.     (f) H LEVEL        
 CK5916
 CK5916.Superseded values are not recommended for survey control.
 CK5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5916.See file dsdata.txt to determine how the superseded data were derived.
 CK5916
 CK5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8287656614(NAD 83)
 CK5916_MARKER: DD = SURVEY DISK
 CK5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5916+STABILITY: SURFACE MOTION
 CK5916
 CK5916  HISTORY     - Date     Condition        Report By
 CK5916  HISTORY     - 1982     MONUMENTED       GADT
 CK5916
 CK5916                          STATION DESCRIPTION
 CK5916
 CK5916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5916'THE STATION IS LOCATED APPROXIMATELY 1.75 KM (1.1 MI) WEST FROM
 CK5916'PORT WENTWORTH, 4.6 KM (2.85 MI) NORTH-NORTHWEST OF GARDEN CITY,
 CK5916'AND 7.1 KM (4.4 MI) EAST-NORTHEAST FROM POOLER.
 CK5916'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 CK5916'
 CK5916'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK5916'AND STATE ROUTE 21 (STATE ROUTE 30) LOCATED ABOUT 5.45 KM (3.4 MI)
 CK5916'NORTH-NORTHWEST OF PORT WENTWORTH, GO SOUTH ALONG STATE ROUTE 21
 CK5916'FOR 5.4 KM (3.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 739
 CK5916'CROSSING.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 739 FOR 0.4 KM
 CK5916'(0.25 MI) TO THE STATION ON THE RIGHT.
 CK5916'
 CK5916'THE STATION IS A STANDARD GADT DISK
 CK5916'STAMPED---025-218 1982 RM 1---,
 CK5916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5916'FLUSH WITH GROUND.  IT IS LOCATED
 CK5916'23.8 METERS (78.1 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD
 CK5916'13.72 METERS (45 FT) NORTHEAST FROM A POWER POLE,
 CK5916'2.68 METERS (8.8 FT) SOUTHEAST FROM A 15 INCH PINE TREE, AND
 CK5916'0.91 METER (3 FT) SOUTH FROM A WITNESS POST.
 CK5916'
 CK5916'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5916'
 CK5916'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK5916'
 CK5916'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5917 ***********************************************************************
 CK5917  DESIGNATION -  BV 025 219
 CK5917  PID         -  CK5917
 CK5917  STATE/COUNTY-  GA/CHATHAM
 CK5917  USGS QUAD   -  GARDEN CITY (1980)
 CK5917
 CK5917                         *CURRENT SURVEY CONTROL
 CK5917  ___________________________________________________________________
 CK5917* NAD 83(1994)-  32 05 50.85163(N)    081 08 20.85623(W)     ADJUSTED  
 CK5917* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 CK5917  ___________________________________________________________________
 CK5917  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CK5917  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK5917
 CK5917  HORZ ORDER  -  SECOND
 CK5917
 CK5917.The horizontal coordinates were established by classical geodetic methods
 CK5917.and adjusted by the National Geodetic Survey in September 1997..
 CK5917
 CK5917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5917
 CK5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5917
 CK5917.The geoid height was determined by GEOID03.
 CK5917
 CK5917;                    North         East     Units Scale Factor Converg.
 CK5917;SPC GA E     -   232,984.895   296,985.214   MT  1.00001596   +0 32 45.7
 CK5917;SPC GA E     -   764,384.61    974,358.99   sFT  1.00001596   +0 32 45.7
 CK5917;SPC SC       -    29,303.500   596,465.227   MT  1.00016599   -0 04 37.7
 CK5917;SPC SC       -    96,140.09  1,956,906.91   iFT  1.00016599   -0 04 37.7
 CK5917;UTM  17      - 3,551,246.816   486,872.650   MT  0.99960213   -0 04 26.1
 CK5917
 CK5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5917!SPC GA E     -   1.00000274  x   1.00001596  =   1.00001870
 CK5917!SPC SC       -   1.00000274  x   1.00016599  =   1.00016873
 CK5917!UTM  17      -   1.00000274  x   0.99960213  =   0.99960487
 CK5917
 CK5917:                Primary Azimuth Mark                     Grid Az
 CK5917:SPC GA E     -  SAVANNAH UNION CAMP SW STK               062 34 01.8
 CK5917:SPC SC       -  SAVANNAH UNION CAMP SW STK               063 11 25.2
 CK5917:UTM  17      -  SAVANNAH UNION CAMP SW STK               063 11 13.6
 CK5917
 CK5917|---------------------------------------------------------------------|
 CK5917| PID    Reference Object                     Distance      Geod. Az  |
 CK5917|                                                           dddmmss.s |
 CK5917| CK6151 SAVANNAH UNION CAMP SW STK          APPROX. 1.5 KM 0630647.5 |
 CK5917| CK5919 BV 025 219 RM 1                      16.440 METERS 11757     |
 CK5917| CK5918 BV 025 219 AZ MK                    486.678 METERS 3202052.0 |
 CK5917|---------------------------------------------------------------------|
 CK5917
 CK5917                          SUPERSEDED SURVEY CONTROL
 CK5917
 CK5917  NAD 83(1986)-  32 05 50.86420(N)    081 08 20.86957(W) AD(       ) 2
 CK5917  NGVD 29 (10/08/91)   14.0    (m)           46.     (f) VERT ANG       
 CK5917
 CK5917.Superseded values are not recommended for survey control.
 CK5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5917.See file dsdata.txt to determine how the superseded data were derived.
 CK5917
 CK5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8687351247(NAD 83)
 CK5917_MARKER: DD = SURVEY DISK
 CK5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5917+STABILITY: SURFACE MOTION
 CK5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5917+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 CK5917
 CK5917  HISTORY     - Date     Condition        Report By
 CK5917  HISTORY     - 1983     MONUMENTED       GADT
 CK5917  HISTORY     - 20060509 GOOD             GADT
 CK5917
 CK5917                          STATION DESCRIPTION
 CK5917
 CK5917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5917'THE STATION IS LOCATED APPROXIMATELY 2.3 KM (1.4 MI) SOUTH FROM
 CK5917'GARDEN CITY, 4.8 KM (3 MI) WEST-NORTHWEST FROM SAVANNAH, AND
 CK5917'10.5 KM (6.5 MI) EAST-SOUTHEAST FROM POOLER.
 CK5917'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5917'
 CK5917'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5917'AND STATE ROUTE 21 (LYNES PARKWAY) ABOUT 4.8 KM (3 MI)
 CK5917'WEST-SOUTHWEST FROM SAVANNAH, GO NORTH ALONG STATE ROUTE 21 FOR
 CK5917'3,7 KM (2.3 MI) TO THE STATION ON THE RIGHT.
 CK5917'
 CK5917'THE STATION IS A STANDARD GADT DISK
 CK5917'STAMPED---025-219 1983---,
 CK5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5917'FLUSH WITH GROUND.  IT IS LOCATED
 CK5917'8.78 METERS (28.8 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 CK5917'NORTH BOUND LANE OF THE HIGHWAY,
 CK5917'64.6 METERS (212 FT) SOUTHEAST FROM THE SOUTHEAST POST OF THE
 CK5917'NORTH BOUND LANE BRIDGE OVER U.S. HIGHWAY 80 AND THE RAILROAD,
 CK5917'40.93 METERS (134.3 FT) NORTHWEST FROM THE NORTHEAST END POST OF
 CK5917'THE HIGHWAY BRIDGE OVER THE PLANT ENTRANCE TO THE UNION CAMP,
 CK5917'2.57 METERS (8.4 FT) NORTH FROM THE NORTHWEST CORNER OF A DROP
 CK5917'INLET, AND
 CK5917'0.92 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK5917'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5917'STAMPED---025-219 1983---,
 CK5917'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5917'
 CK5917'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5917'STAMPED---025-219 RM 1 1983---,
 CK5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5917'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5917'9.57 METERS (31.4 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 CK5917'HIGHWAY,
 CK5917'24.63 METERS (80.8 FT) NORTH-NORTHWEST FROM THE NORTHEAST END
 CK5917'POST OF THE BRIDGE OVER THE ENTRANCE TO THE UNION CAMP, AND
 CK5917'2.07 METERS (6.8 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK5917'MARK IS LEVEL WITH STATION.
 CK5917'
 CK5917'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5917'STAMPED---025-219 AZ MK 1983---,
 CK5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5917'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5917'2.77 METERS (9.1 FT) WEST FROM THE WEST CURB LINE OF THE HIGHWAY,
 CK5917'2.99 METERS (9.8 FT) SOUTH FROM THE SOUTHWEST END POST OF THE
 CK5917'HIGHWAY BRIDGE OVER A SMALL CREEK,
 CK5917'4.54 METERS (14.9 FT) NORTH FROM A POWER POLE, AND
 CK5917'1.06 METERS (3.5 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CK5917'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5917'STAMPED---025-219 AZ MK 1983---,
 CK5917'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND
 CK5917'SURFACE.
 CK5917'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG STATE
 CK5917'ROUTE 21 FOR 0.2 KM (0.1 MI) TO THE EXIT RAMP TO, U.S. HIGHWAY 17.
 CK5917'EXIT HERE GOING ALONG THE RAMP FOR 0.15 KM (0.1 MI) TO THE
 CK5917'JUNCTION OF A CONNECTING ROAD TO U.S. HIGHWAY 17.  TURN RIGHT
 CK5917'GOING EASTERLY ALONG THE CONNECTING ROAD FOR 0.15 KM (0.1 MI)
 CK5917'TO THE JUNCTION OF U.S. HIGHWAY 17 AND THE AZIMUTH MARK ON THE
 CK5917'LEFT NEAR THE SOUTHWEST END OF THE BRIDGE OVER A CANAL.
 CK5917'
 CK5917'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5917'
 CK5917'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP, CHATHAM
 CK5917'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5917'
 CK5917'DESCRIBED BY T.B. KNIGHT.
 CK5917
 CK5917                          STATION RECOVERY (2006)
 CK5917
 CK5917'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CK5917'ALTERNATE DIRECTIONS ARE TO TRAVEL 2.8 MILES SOUTH ALONG SR21 FROM
 CK5917'SR307 TO THE STATION ON THE LEFT. DISTANCE TO THE DROP INLET IS SAME.
 CK5917'ADDITIONAL DISTANCE IS 93.7 FEET SOUTHEAST LEG NEAREST HIGHWAY OF
 CK5917'3-LEGGED EXIT 8/BAY STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5918 ***********************************************************************
 CK5918  DESIGNATION -  BV 025 219 AZ MK
 CK5918  PID         -  CK5918
 CK5918  STATE/COUNTY-  GA/CHATHAM
 CK5918  USGS QUAD   -  GARDEN CITY (1980)
 CK5918
 CK5918                         *CURRENT SURVEY CONTROL
 CK5918  ___________________________________________________________________
 CK5918* NAD 83(1994)-  32 06 03.01641(N)    081 08 32.70099(W)     ADJUSTED  
 CK5918* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 CK5918  ___________________________________________________________________
 CK5918  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CK5918  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK5918
 CK5918  HORZ ORDER  -  SECOND
 CK5918
 CK5918.The horizontal coordinates were established by classical geodetic methods
 CK5918.and adjusted by the National Geodetic Survey in September 1997..
 CK5918.No horizontal observational check was made to the station.
 CK5918
 CK5918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5918
 CK5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5918
 CK5918.The geoid height was determined by GEOID03.
 CK5918
 CK5918;                    North         East     Units Scale Factor Converg.
 CK5918;SPC GA E     -   233,356.633   296,671.091   MT  1.00001521   +0 32 39.6
 CK5918;SPC GA E     -   765,604.22    973,328.40   sFT  1.00001521   +0 32 39.6
 CK5918;SPC SC       -    29,678.689   596,155.119   MT  1.00016439   -0 04 44.2
 CK5918;SPC SC       -    97,371.03  1,955,889.50   iFT  1.00016439   -0 04 44.2
 CK5918;UTM  17      - 3,551,621.776   486,562.696   MT  0.99960223   -0 04 32.5
 CK5918
 CK5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5918!SPC GA E     -   1.00000455  x   1.00001521  =   1.00001976
 CK5918!SPC SC       -   1.00000455  x   1.00016439  =   1.00016894
 CK5918!UTM  17      -   1.00000455  x   0.99960223  =   0.99960678
 CK5918
 CK5918                          SUPERSEDED SURVEY CONTROL
 CK5918
 CK5918  NAD 83(1986)-  32 06 03.02897(N)    081 08 32.71437(W) AD(       ) 2
 CK5918  NGVD 29 (10/08/91)    2.     (m)            7.     (f) VERT ANG       
 CK5918
 CK5918.Superseded values are not recommended for survey control.
 CK5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5918.See file dsdata.txt to determine how the superseded data were derived.
 CK5918
 CK5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8656351622(NAD 83)
 CK5918_MARKER: DD = SURVEY DISK
 CK5918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5918+STABILITY: SURFACE MOTION
 CK5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5918+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 CK5918
 CK5918  HISTORY     - Date     Condition        Report By
 CK5918  HISTORY     - 1983     MONUMENTED       GADT
 CK5918  HISTORY     - 19961231 GOOD             USPSQD
 CK5918  HISTORY     - 20060509 GOOD             GADT
 CK5918
 CK5918                          STATION DESCRIPTION
 CK5918
 CK5918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5918'THE STATION IS LOCATED APPROXIMATELY 1.8 KM (1.1 MI) SOUTH FROM
 CK5918'GARDEN CITY, 5.2 KM (3.25 MI) WEST-NORTHWEST FROM SAVANNAH, AND
 CK5918'10 KM (6.2 MI) EAST-SOUTHEAST FROM POOLER.
 CK5918'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5918'
 CK5918'TO REACH THE STATION FROM  THE JUNCTION OF STATE ROUTE 21 AND
 CK5918'INTERSTATE HIGHWAY 16 ABOUT 4.8 KM (3 MI) WEST-SOUTHWEST FROM
 CK5918'SAVANNAH, GO NORTH ALONG STATE ROUTE 21 FOR 3.85 KM (2.4 MI) TO
 CK5918'THE JUNCTION OF THE EXIT RAMP LEADING TO U.S. HIGHWAY 17.  TURN
 CK5918'RIGHT GOING ALONG THE EXIT RAMP FOR 0.15 KM (0.1 MI) TO THE
 CK5918'JUNCTION OF A CONNECTING ROAD FOR U.S. HIGHWAY 17.  TURN RIGHT
 CK5918'GOING EASTERLY ALONG THE CONNECTING ROAD FOR 0.15 KM (0.1 MI) TO
 CK5918'THE JUNCTION OF U.S. HIGHWAY 17 AND THE STATION ON THE LEFT NEAR
 CK5918'THE SOUTHWEST END OF A BRIDGE OVVER A CANAL.
 CK5918'
 CK5918'THE STATION IS A STANDARD GADT DISK
 CK5918'STAMPED---025-219 AZ MK 1983---,
 CK5918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5918'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5918'2.77 METERS (9.1 FT) WEST FROM THE WEST CURB OF THE HIGHWAY,
 CK5918'2.99 METERS (9.8 FT) SOUTH FROM THE SOUTHWEST END POST OF THE
 CK5918'HIGHWAY BRIDGE OVER A SMALL CREEK,
 CK5918'4.54 METERS (14.9 FT) NORTH FROM A POWER POLE, AND
 CK5918'1.06 METERS (3.5 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CK5918'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5918'STAMPED---025-219 AZ MK 1983---,
 CK5918'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5918'
 CK5918'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5918'
 CK5918'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP, CHATHAM
 CK5918'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5918'
 CK5918'DESCRIBED BY T.B. KNIGHT.
 CK5918
 CK5918                          STATION RECOVERY (1996)
 CK5918
 CK5918'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5918'RECOVERED IN GOOD CONDITION.
 CK5918
 CK5918                          STATION RECOVERY (2006)
 CK5918
 CK5918'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CK5918'SR17 IS ALSO KNOWN AS STATE ROUTE 25/MAIN STREET AT THIS LOCATION.
 CK5918'AN ADDITIONAL DISTANCE IS 47.8 FEET NORTH FROM A CONCRETE POLE.
 CK5918'IT IS STILL GROUND VISIBLE FROM THE AZIMUTH MARK TO THE MAIN BV
 CK5918'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5920 ***********************************************************************
 CK5920  DESIGNATION -  BV 025 220
 CK5920  PID         -  CK5920
 CK5920  STATE/COUNTY-  GA/CHATHAM
 CK5920  USGS QUAD   -  GARDEN CITY (1980)
 CK5920
 CK5920                         *CURRENT SURVEY CONTROL
 CK5920  ___________________________________________________________________
 CK5920* NAD 83(1994)-  32 03 58.02773(N)    081 08 13.29381(W)     ADJUSTED  
 CK5920* NAVD 88     -        14.8    (meters)      49.     (feet)  VERTCON   
 CK5920  ___________________________________________________________________
 CK5920  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK5920  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK5920
 CK5920  HORZ ORDER  -  SECOND
 CK5920
 CK5920.The horizontal coordinates were established by classical geodetic methods
 CK5920.and adjusted by the National Geodetic Survey in September 1997..
 CK5920
 CK5920.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5920
 CK5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5920
 CK5920.The geoid height was determined by GEOID03.
 CK5920
 CK5920;                    North         East     Units Scale Factor Converg.
 CK5920;SPC GA E     -   229,511.653   297,216.670   MT  1.00001652   +0 32 48.0
 CK5920;SPC GA E     -   752,989.48    975,118.36   sFT  1.00001652   +0 32 48.0
 CK5920;SPC SC       -    25,827.401   596,658.940   MT  1.00018094   -0 04 33.5
 CK5920;SPC SC       -    84,735.57  1,957,542.45   iFT  1.00018094   -0 04 33.5
 CK5920;UTM  17      - 3,547,772.714   487,066.448   MT  0.99960206   -0 04 21.9
 CK5920
 CK5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5920!SPC GA E     -   1.00000257  x   1.00001652  =   1.00001909
 CK5920!SPC SC       -   1.00000257  x   1.00018094  =   1.00018351
 CK5920!UTM  17      -   1.00000257  x   0.99960206  =   0.99960463
 CK5920
 CK5920                          SUPERSEDED SURVEY CONTROL
 CK5920
 CK5920  NAD 83(1986)-  32 03 58.04030(N)    081 08 13.30687(W) AD(       ) 2
 CK5920  NGVD 29 (10/08/91)   15.0    (m)           49.     (f) VERT ANG       
 CK5920
 CK5920.Superseded values are not recommended for survey control.
 CK5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5920.See file dsdata.txt to determine how the superseded data were derived.
 CK5920
 CK5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8706647773(NAD 83)
 CK5920_MARKER: DD = SURVEY DISK
 CK5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5920+STABILITY: SURFACE MOTION
 CK5920
 CK5920  HISTORY     - Date     Condition        Report By
 CK5920  HISTORY     - 1983     MONUMENTED       GADT
 CK5920  HISTORY     - 19961231 GOOD             USPSQD
 CK5920
 CK5920                          STATION DESCRIPTION
 CK5920
 CK5920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5920'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.8 MI) SOUTHWEST
 CK5920'FROM SAVANNAH, 5.8 KM (3.6 MI) SOUTH FROM GARDEN CITY, AND 0.8 KM
 CK5920'(0.5 MI) SOUTH-SOUTHWEST FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CK5920'16 AND STATE ROUTE 21.
 CK5920'OWNERSHIP--STATE OF GEOORGIA RIGHT OF WAY.
 CK5920'
 CK5920'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5920'AND STATE ROUTE 21 ABOUT 4 KM (2.5 MI) WEST-SOUTHWEST FROM
 CK5920'SAVANNAH, GO SOUTH ALONG STATE ROUTE 21 FOR 0.7 KM (0.45 MI)
 CK5920'TO THE STATION IN THE MEDIAN NEAR THE SOUTH END OF THE BRIDGE.
 CK5920'
 CK5920'THE STATION IS A STANDARD GADT DISK
 CK5920'STAMPED---025-220 1983---,
 CK5920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5920'FLUSH WITH GROUND.  IT IS LOCATED
 CK5920'12.34 METERS (40.5 FT) EAST FROM THE CENTERLINE OF THE SOUTH
 CK5920'BOUND LANE OF THE HIGHWAY,
 CK5920'11.02 METERS (36.2 FT) WEST FROM THE CENTERLINE OF THE NORTH
 CK5920'BOUND LANE OF THE HIGHWAY,
 CK5920'12.93 METERS (42.4 FT) SOUTH FROM THE SOUTHEAST END POST OF THE
 CK5920'SOUTH BOUND LANE BRIDGE OF THE HIGHWAY,
 CK5920'5.1 METERS (16.7 FT) SOUTHWEST FROM THE SOUTHWEST END POST OF THE
 CK5920'NORTH BOUND LANE BRIDGE OF THE HIGHWAY, AND
 CK5920'4.42 METERS (14.5 FT) WEST FROM A WITNESS POST.
 CK5920'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5920'STAMPED---025-220 1983---,
 CK5920'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5920'
 CK5920'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5920'STAMPED---025-220 RM 1 1983---,
 CK5920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5920'FLUSH WITH GROUND.  IT IS LOCATED
 CK5920'12.35 METERS (40.5 FT) EAST FROM THE CENTERLINE OF THE SOUTH
 CK5920'BOUND LANE OF THE HIGHWAY,
 CK5920'10.88 METERS (35.7 FT) WEST FROM THE CENTERLINE OF THE NORTH
 CK5920'BOUND LANE OF THE HIGHWAY,
 CK5920'31.19 METERS (102.3 FT) SOUTH FROM THE SOUTHEAST END POST OF THE
 CK5920'SOUTH BOUND LANE BRIDGE OF THE HIGHWAY,
 CK5920'3.75 METERS (12.3 FT) WEST FROM A WITNESS POST.
 CK5920'MARK IS BELOW STATION 0.609 METERS.
 CK5920'
 CK5920'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5920'STAMPED---025-220 AZ MK 1983---,
 CK5920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5920'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5920'11.59 METERS (38 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 CK5920'SOUTH BOUND LANE OF THE HIGHWAY,
 CK5920'10.3 METERS (33.8 FT) NORTHEAST FROM THE NORTHEAST END POST OF
 CK5920'THE SOUTH BOUND LANE OF THE BRIDGE OVER U.S. HIGHWAY 17,
 CK5920'2.8 METERS (9.2 FT) NORTH-NORTHWEST FROM THE NORTHWEST END POST
 CK5920'OF THE NORTH BOUND LANE OF THE HIGHWAY OVER U.S. HIGHWAY 17, AND
 CK5920'6.22 METERS (20.4 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK5920'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG STATE
 CK5920'ROUTE 21 FOR 1.5 KM (0.9 MI) TO THE AZIMUTH MARK IN THE MEDIAN
 CK5920'NEAR THE NORTH END OF THE BRIDGE CROSSING U.S. HIGHWAY 17.
 CK5920'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5920'SAMPED---025-220 AZ MK 1983---,
 CK5920'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK5920'SURFACE OF THE GROUND.
 CK5920'
 CK5920'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5920'
 CK5920'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5920'CUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5920'
 CK5920'DESCRIBED BY T.B. KNIGHT.
 CK5920
 CK5920                          STATION RECOVERY (1996)
 CK5920
 CK5920'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5921 ***********************************************************************
 CK5921  DESIGNATION -  BV 025 220 AZ MK
 CK5921  PID         -  CK5921
 CK5921  STATE/COUNTY-  GA/CHATHAM
 CK5921  USGS QUAD   -  GARDEN CITY (1980)
 CK5921
 CK5921                         *CURRENT SURVEY CONTROL
 CK5921  ___________________________________________________________________
 CK5921* NAD 83(1994)-  32 03 15.16713(N)    081 08 29.34457(W)     ADJUSTED  
 CK5921* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 CK5921  ___________________________________________________________________
 CK5921  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CK5921  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 CK5921
 CK5921  HORZ ORDER  -  SECOND
 CK5921
 CK5921.The horizontal coordinates were established by classical geodetic methods
 CK5921.and adjusted by the National Geodetic Survey in September 1997..
 CK5921.No horizontal observational check was made to the station.
 CK5921
 CK5921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5921
 CK5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5921
 CK5921.The geoid height was determined by GEOID03.
 CK5921
 CK5921;                    North         East     Units Scale Factor Converg.
 CK5921;SPC GA E     -   228,187.484   296,808.223   MT  1.00001554   +0 32 38.9
 CK5921;SPC GA E     -   748,645.10    973,778.31   sFT  1.00001554   +0 32 38.9
 CK5921;SPC SC       -    24,507.527   596,236.057   MT  1.00018670   -0 04 42.4
 CK5921;SPC SC       -    80,405.27  1,956,155.04   iFT  1.00018670   -0 04 42.4
 CK5921;UTM  17      - 3,546,453.583   486,643.886   MT  0.99960220   -0 04 30.3
 CK5921
 CK5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5921!SPC GA E     -   1.00000334  x   1.00001554  =   1.00001888
 CK5921!SPC SC       -   1.00000334  x   1.00018670  =   1.00019004
 CK5921!UTM  17      -   1.00000334  x   0.99960220  =   0.99960553
 CK5921
 CK5921                          SUPERSEDED SURVEY CONTROL
 CK5921
 CK5921  NAD 83(1986)-  32 03 15.17967(N)    081 08 29.35752(W) AD(       ) 2
 CK5921  NGVD 29 (10/08/91)   10.     (m)           33.     (f) VERT ANG       
 CK5921
 CK5921.Superseded values are not recommended for survey control.
 CK5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5921.See file dsdata.txt to determine how the superseded data were derived.
 CK5921
 CK5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8664446454(NAD 83)
 CK5921_MARKER: DD = SURVEY DISK
 CK5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5921+STABILITY: SURFACE MOTION
 CK5921
 CK5921  HISTORY     - Date     Condition        Report By
 CK5921  HISTORY     - 1983     MONUMENTED       GADT
 CK5921  HISTORY     - 19961231 GOOD             USPSQD
 CK5921
 CK5921                          STATION DESCRIPTION
 CK5921
 CK5921'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5921'THE STATION IS LOCATED APPROXIMATELY 5.5 KM (3.4 MI) SOUTHWEST
 CK5921'FROM SAVANNAH, 6.84 KM (4.25 MI) SOUTH FROM GARDEN CITY, AND
 CK5921'2.1 KM (1.3 MI) SOUTH-SOUTHWEST FROM THE JUNCTION OF INTERSTATE
 CK5921'HIGHWAY 16 AND STATE ROUUTE 21.
 CK5921'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5921'
 CK5921'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5921'AND STATE ROUTE 21 ABOUT 4 KM (2.5 MI) WEST-SOUTHWEST FROM
 CK5921'SAVANNAH, GO SOUTH ALONG STATE ROUTE 21 FOR 2.2 KM (1.35 MI)
 CK5921'TO THE STATION IN THE MEDIAN NEAR THE NORTH END OF THE BRIDGE
 CK5921'CROSSING U.S. HIGHWAY 17.
 CK5921'
 CK5921'THE STATION IS A STANDARD GADT DISK
 CK5921'STAMPED---025-220 AZ MK 1983---,
 CK5921'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5921'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5921'11.59 METERS (38 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 CK5921'SOUTH BOUND LANE OF THE HIGHWAY,
 CK5921'10.3 METERS (33.8 FT) NORTHEAST FROM THE NORTHEAST END POST OF
 CK5921'THE SOUTH BOUND LANE BRIDGE OF THE HIGHWAY OVER U.S. HIGHWAY 17,
 CK5921'2.8 METERS (9.2 FT) NORTH-NORTHWEST FROM THE NORTHWEST END POST
 CK5921'OF THE NORTH BOUND LANE BRIDGE OF THE HIGHWAY OVER U.S. HIGHWAY
 CK5921'17, AND
 CK5921'6.22 METERS (20.4 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK5921'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5921'STAMPED---025-220 AZ MKK 1983---,
 CK5921'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK5921'
 CK5921'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5921'COUNTY ROAD NUMBERS OBTAINED FROM  GENERAL HIGHWAY MAP CHATHAM
 CK5921'CUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5921'
 CK5921'DESCRIBED BY T.B. KNIGHT.
 CK5921
 CK5921                          STATION RECOVERY (1996)
 CK5921
 CK5921'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5922 ***********************************************************************
 CK5922  DESIGNATION -  BV 025 220 RM 1
 CK5922  PID         -  CK5922
 CK5922  STATE/COUNTY-  GA/CHATHAM
 CK5922  USGS QUAD   -  GARDEN CITY (1980)
 CK5922
 CK5922                         *CURRENT SURVEY CONTROL
 CK5922  ___________________________________________________________________
 CK5922* NAD 83(1994)-  32 03 57.44250(N)    081 08 13.51226(W)     ADJUSTED  
 CK5922* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 CK5922  ___________________________________________________________________
 CK5922  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK5922  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK5922
 CK5922  HORZ ORDER  -  SECOND
 CK5922
 CK5922.The horizontal coordinates were established by classical geodetic methods
 CK5922.and adjusted by the National Geodetic Survey in September 1997..
 CK5922
 CK5922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5922
 CK5922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5922
 CK5922.The geoid height was determined by GEOID03.
 CK5922
 CK5922;                    North         East     Units Scale Factor Converg.
 CK5922;SPC GA E     -   229,493.573   297,211.113   MT  1.00001650   +0 32 47.9
 CK5922;SPC GA E     -   752,930.16    975,100.13   sFT  1.00001650   +0 32 47.9
 CK5922;SPC SC       -    25,809.379   596,653.186   MT  1.00018102   -0 04 33.6
 CK5922;SPC SC       -    84,676.44  1,957,523.58   iFT  1.00018102   -0 04 33.6
 CK5922;UTM  17      - 3,547,754.702   487,060.697   MT  0.99960206   -0 04 22.0
 CK5922
 CK5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5922!SPC GA E     -   1.00000265  x   1.00001650  =   1.00001915
 CK5922!SPC SC       -   1.00000265  x   1.00018102  =   1.00018368
 CK5922!UTM  17      -   1.00000265  x   0.99960206  =   0.99960471
 CK5922
 CK5922                          SUPERSEDED SURVEY CONTROL
 CK5922
 CK5922  NAD 83(1986)-  32 03 57.45509(N)    081 08 13.52531(W) AD(       ) 2
 CK5922  NGVD 29 (10/08/91)   14.5    (m)           48.     (f) H LEVEL        
 CK5922
 CK5922.Superseded values are not recommended for survey control.
 CK5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5922.See file dsdata.txt to determine how the superseded data were derived.
 CK5922
 CK5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8706147755(NAD 83)
 CK5922_MARKER: DD = SURVEY DISK
 CK5922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5922+STABILITY: SURFACE MOTION
 CK5922
 CK5922  HISTORY     - Date     Condition        Report By
 CK5922  HISTORY     - 1983     MONUMENTED       GADT
 CK5922  HISTORY     - 19961231 GOOD             USPSQD
 CK5922
 CK5922                          STATION DESCRIPTION
 CK5922
 CK5922'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5922'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.8 MI) SOUTHWEST
 CK5922'FROM SAVANNAH, 5.8 KM (3.6 MI) SOUTH FROM GARDEN CITY, AND 0.8 KM
 CK5922'(0.5 MI) SOUTH-SOUTHWEST FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CK5922'16 AND STATE ROUTE 21.
 CK5922'
 CK5922'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5922'AND STATE ROUTE 21 ABOUT 4 KM (2.5 MI) WEST-SOUTHWEST FROM
 CK5922'SAVANNAH, GO SOUTH ALONG STATE ROUTE 21 FOR 0.7 KM (0.45 MI) TO
 CK5922'THE STATION ON THE LEFT IN THE MEDIAN NEAR THE SOUTH END OF THE
 CK5922'BRIDGE.
 CK5922'
 CK5922'THE STATION IS A STANDARD GADT DISK
 CK5922'STAMPED---025-220 RM 1 1983---,
 CK5922'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5922'FLUSH WITH GROUND.  IT IS LOCATED
 CK5922'12.35 METERS (40.5 FT) EAST FROM THE CENTERLINE OF THE SOUTH
 CK5922'BOUND LANE OF THE HIGHWAY,
 CK5922'10.88 METERS (35.7 FT) WEST FROM THE CENTERLINE OF THE NORTH
 CK5922'BOUND LANE OF THE HIGHWAY,
 CK5922'31.19 METERS (102.3 FT) SOUTH FROM THE SOUTHEAST END POST OF THE
 CK5922'SOUTH BOUND LANE BRIDGE OF THE HIGHWAY, AND
 CK5922'3.75 METERS (12.3 FT) WEST FROM A WITNESS POST.
 CK5922'
 CK5922'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5922'
 CK5922'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5922'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5922'
 CK5922'DESCRIBED BY T.B. KNIGHT.
 CK5922
 CK5922                          STATION RECOVERY (1996)
 CK5922
 CK5922'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5923 ***********************************************************************
 CK5923  DESIGNATION -  BV 025 221
 CK5923  PID         -  CK5923
 CK5923  STATE/COUNTY-  GA/CHATHAM
 CK5923  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5923
 CK5923                         *CURRENT SURVEY CONTROL
 CK5923  ___________________________________________________________________
 CK5923* NAD 83(1994)-  32 07 49.64962(N)    081 08 58.43952(W)     ADJUSTED  
 CK5923* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 CK5923  ___________________________________________________________________
 CK5923  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK5923  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 CK5923
 CK5923  HORZ ORDER  -  SECOND
 CK5923
 CK5923.The horizontal coordinates were established by classical geodetic methods
 CK5923.and adjusted by the National Geodetic Survey in September 1997..
 CK5923
 CK5923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5923
 CK5923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5923
 CK5923.The geoid height was determined by GEOID03.
 CK5923
 CK5923;                    North         East     Units Scale Factor Converg.
 CK5923;SPC GA E     -   236,634.707   295,965.264   MT  1.00001354   +0 32 27.5
 CK5923;SPC GA E     -   776,359.03    971,012.70   sFT  1.00001354   +0 32 27.5
 CK5923;SPC SC       -    32,964.721   595,484.916   MT  1.00015056   -0 04 58.5
 CK5923;SPC SC       -   108,151.97  1,953,690.67   iFT  1.00015056   -0 04 58.5
 CK5923;UTM  17      - 3,554,905.945   485,892.674   MT  0.99960245   -0 04 46.4
 CK5923
 CK5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5923!SPC GA E     -   1.00000440  x   1.00001354  =   1.00001794
 CK5923!SPC SC       -   1.00000440  x   1.00015056  =   1.00015496
 CK5923!UTM  17      -   1.00000440  x   0.99960245  =   0.99960685
 CK5923
 CK5923:                Primary Azimuth Mark                     Grid Az
 CK5923:SPC GA E     -  GARDEN CITY CONT GRAIN CO TANK           030 36 15.8
 CK5923:SPC SC       -  GARDEN CITY CONT GRAIN CO TANK           031 13 41.8
 CK5923:UTM  17      -  GARDEN CITY CONT GRAIN CO TANK           031 13 29.7
 CK5923
 CK5923|---------------------------------------------------------------------|
 CK5923| PID    Reference Object                     Distance      Geod. Az  |
 CK5923|                                                           dddmmss.s |
 CK5923| CK6061 GARDEN CITY CONT GRAIN CO TANK      APPROX. 0.9 KM 0310843.3 |
 CK5923| CK5924 BV 025 221 RM 1                      21.916 METERS 07346     |
 CK5923| CK6063 GARDEN CITY GPA WATERFRONT TK       APPROX. 1.9 KM 1313025.1 |
 CK5923| CK6150 SAVANNAH UNION CAMP NE STK          APPROX. 3.9 KM 1354155.8 |
 CK5923| CK6151 SAVANNAH UNION CAMP SW STK          APPROX. 3.8 KM 1424154.2 |
 CK5923| CK5925 BV 025 221 RM 2                     301.218 METERS 25732     |
 CK5923|---------------------------------------------------------------------|
 CK5923
 CK5923                          SUPERSEDED SURVEY CONTROL
 CK5923
 CK5923  NAD 83(1986)-  32 07 49.66211(N)    081 08 58.45137(W) AD(       ) 2
 CK5923  NGVD 29 (10/08/91)    3.4    (m)           11.     (f) H LEVEL        
 CK5923
 CK5923.Superseded values are not recommended for survey control.
 CK5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5923.See file dsdata.txt to determine how the superseded data were derived.
 CK5923
 CK5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8589354906(NAD 83)
 CK5923_MARKER: DD = SURVEY DISK
 CK5923_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK5923+WITH SETTING: PAVEMENT
 CK5923_SP_SET: CONCRETE PARKING LOT
 CK5923_STAMPING: 025-221 1983
 CK5923_MARK LOGO: GADT  
 CK5923_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5923+STABILITY: SURFACE MOTION
 CK5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5923+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 CK5923
 CK5923  HISTORY     - Date     Condition        Report By
 CK5923  HISTORY     - 1983     MONUMENTED       GADT
 CK5923  HISTORY     - 19961120 GOOD             SCGS
 CK5923
 CK5923                          STATION DESCRIPTION
 CK5923
 CK5923'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5923'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1 MI)
 CK5923'NORTH-NORTHEAST FROM GARDEN CITY, AND 2.4 KM (1.5 MI) SOUTHEAST
 CK5923'FROM PORT WENTWORTH.
 CK5923'OWNERSHIP--GEORGIA PORTS AUTHORITY, P,O, BOX 2406, SAVANNAH,
 CK5923'GEORGIA, PERMISSION GRANTED BY JOE LAUFERSWEILER, TELEPHONE
 CK5923'912-964-1721.
 CK5923'
 CK5923'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 307 AND
 CK5923'U.S. HIGHWAY 17 AT THE NORTH EDGE OF GARDEN CITY AND THE GEORGIA
 CK5923'PORTS AUTHORITY OFFICE, GO NORTH ALONG U.S. HIGHWAY 17 FOR 0.3 KM
 CK5923'(0.2 MI) TO THE JUNCTION OF TRIPPE ROAD TO THE RIGHT AND REFERENCE
 CK5923'MARK 2 ON THE RIGHT.  TURN RIGHT GOING EAST ALONG
 CK5923'TRIPPE ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 CK5923'
 CK5923'THE STATION IS A STANDARD GADT DISK
 CK5923'STAMPED---025-221 1983---,
 CK5923'SET INTO A 1 INCH DRILLED HOLE IN A CONCRETE  SLAB FLUSH WITH THE
 CK5923'SURFACE OF THE CONCRETE.  IT IS LOCATED
 CK5923'12 METERS (39.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF TRIPPE
 CK5923'ROAD,
 CK5923'0.85 METER (2.8 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE CONCRETE
 CK5923'SLAB,
 CK5923'52.12 METERS (171.5 FT) NORTH-NORTHWEST FROM A METAL LIGHT POLE,
 CK5923'AND
 CK5923'0.9 METER (3 FT) SOUTH FROM A WITNESS POST.
 CK5923'
 CK5923'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5923'STAMPED---025-221 RM 1 1983---,
 CK5923'SET IN A 1 INCH DRILLED HOLE IN A CONCRETE SLAB AND FLUSH WITH THE
 CK5923'SURFACE OF THE SLAB.  IT IS LOCATED
 CK5923'18.9 METERS (62 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 CK5923'ROAD,
 CK5923'43 METERS (141 FT) NORTH-NORTHEAST FROM THE METAL LIGHT POLE,
 CK5923'1.14 METERS (3.7 FT) SOUTH FROM A METAL WITNESS POST, AND
 CK5923'0.94 METER (3.1 FT) SOUTH FROM THE EDGE OF THE CONCRETE SLAB.
 CK5923'MARK IS LEVEL WITH STATION.
 CK5923'
 CK5923'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK5923'STAMPED---025-221 RM 2 1983---,
 CK5923'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5923'FLUSH WITH GROUND.  IT IS LOCATED
 CK5923'13.7 METERS (45 FT) WEST-NORTHWEST FROM THE NORTH POST OF A GATE
 CK5923'ACROSS TRIPPE ROAD,
 CK5923'1.28 METERS (4.2 FT) EAST FROM A FENCE,
 CK5923'3.2 METERS (10.5 FT) SOUTH-SOUTHEAST FROM THE NORTHENDING POST OF
 CK5923'A FENCE ON THE EAST SIDE OF U.S. HIGHWAY 17, AND
 CK5923'2.28 METERS (7.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST
 CK5923'NEXT TO THE SOUTHEAST FENCECORNER ON THE NORTH SIDE OF THE
 CK5923'JUNCTION.
 CK5923'MARK IS LEVEL WITH STATION.
 CK5923'
 CK5923'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5923'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5923'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5923'
 CK5923'DESCRIBED BY T.B. KNIGHT.
 CK5923
 CK5923                          STATION RECOVERY (1996)
 CK5923
 CK5923'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5923'STATION IS LOCATED 4.55 MILES (7.32 KM) NORTHWEST OF SAVANNAH, 1.5
 CK5923'MILES (2.4 KM) SOUTHEAST OF PORT WENTWORTH.  OWNERSHIP--GEORGIA PORTS
 CK5923'AUTHORITY, P.O.  BOX 2406, SAVANNAH, GA , PHONE 912-964-1721
 CK5923'(CONTACT-JOE LAUFERSWEILER) .  TO REACH THE STATION FROM THE JUNCTION
 CK5923'OF STATE HIGHWAYS 25 (MAIN STREET) AND 307, 2.3 MILES (3.7 KM) NORTH
 CK5923'OF GARDEN CITY, GO NORTH ON HIGHWAY 25 FOR 0.3 MILE (0.5 KM) TO THE
 CK5923'JUNCTION OF A PAVED ROAD RIGHT (TRIPPE BOULEVARD) , TURN RIGHT ON
 CK5923'TRIPPE BOULEVARD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT IN
 CK5923'A CONCRETE PARKING LOT FOR THE GEORGIA PORTS AUTHORITY, ACROSS FROM A
 CK5923'CEMETERY.  STATION IS A DRILL MARK IN THE PARKING LOT, 121.5 FEET
 CK5923'(37.0 M) SOUTH SOUTHWEST OF THE SOUTHWEST END OF A 1.3-FOOT METAL PIPE
 CK5923'CULVERT BENEATH A GRASSY ROAD LEADING TO THE CEMETERY, 39.8 FEET (12.1
 CK5923'M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 171.5 FEET (52.3 M)
 CK5923'NORTH NORTHWEST OF A LARGE METAL LIGHT POLE, 2.8 FEET (0.9 M) SOUTH
 CK5923'SOUTHEAST OF THE NORTH EDGE OF THE PARKING LOT, 69.3 FEET (21.1 M)
 CK5923'SOUTHWEST OF SURVEY STATION BV 025 221 RM 1.  RECOVERED BY R.W.
 CK5923'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5924 ***********************************************************************
 CK5924  DESIGNATION -  BV 025 221 RM 1
 CK5924  PID         -  CK5924
 CK5924  STATE/COUNTY-  GA/CHATHAM
 CK5924  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5924
 CK5924                         *CURRENT SURVEY CONTROL
 CK5924  ___________________________________________________________________
 CK5924* NAD 83(1994)-  32 07 49.84857(N)    081 08 57.63673(W)     ADJUSTED  
 CK5924* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 CK5924  ___________________________________________________________________
 CK5924  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CK5924  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 CK5924
 CK5924  HORZ ORDER  -  SECOND
 CK5924
 CK5924.The horizontal coordinates were established by classical geodetic methods
 CK5924.and adjusted by the National Geodetic Survey in September 1997..
 CK5924.No horizontal observational check was made to the station.
 CK5924
 CK5924.The orthometric height was scaled from a topographic map.
 CK5924
 CK5924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5924
 CK5924.The geoid height was determined by GEOID03.
 CK5924
 CK5924;                    North         East     Units Scale Factor Converg.
 CK5924;SPC GA E     -   236,641.033   295,986.248   MT  1.00001359   +0 32 28.0
 CK5924;SPC GA E     -   776,379.79    971,081.55   sFT  1.00001359   +0 32 28.0
 CK5924;UTM  17      - 3,554,912.042   485,913.716   MT  0.99960245   -0 04 45.9
 CK5924
 CK5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5924!SPC GA E     -   1.00000440  x   1.00001359  =   1.00001799
 CK5924!UTM  17      -   1.00000440  x   0.99960245  =   0.99960685
 CK5924
 CK5924                          SUPERSEDED SURVEY CONTROL
 CK5924
 CK5924  NAD 83(1986)-  32 07 49.86105(N)    081 08 57.64857(W) AD(       ) 2
 CK5924
 CK5924.Superseded values are not recommended for survey control.
 CK5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5924.See file dsdata.txt to determine how the superseded data were derived.
 CK5924
 CK5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8591454912(NAD 83)
 CK5924_MARKER: DD = SURVEY DISK
 CK5924_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK5924+WITH SETTING: PAVEMENT
 CK5924_SP_SET: CONCRETE PARKING LOT
 CK5924_STAMPING: 025-221 RM 1 1983
 CK5924_MARK LOGO: GADT  
 CK5924_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5924+STABILITY: SURFACE MOTION
 CK5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5924+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 CK5924
 CK5924  HISTORY     - Date     Condition        Report By
 CK5924  HISTORY     - UNK      MONUMENTED
 CK5924  HISTORY     - 19961120 GOOD             SCGS
 CK5924
 CK5924                          STATION DESCRIPTION
 CK5924
 CK5924'DESCRIBED UNK
 CK5924'RECOVERED AS DESCRIBED.
 CK5924
 CK5924                          STATION RECOVERY (1996)
 CK5924
 CK5924'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5924'STATION IS LOCATED 4.55 MILES (7.32 KM) NORTHWEST OF SAVANNAH, 1.5
 CK5924'MILES (2.4 KM) SOUTHEAST OF PORT WENTWORTH.  OWNERSHIP--GEORGIA PORTS
 CK5924'AUTHORITY, P.O.  BOX 2406, SAVANNAH, GA , PHONE 912-964-1721
 CK5924'(CONTACT-JOE LAUFERSWEILER) .  TO REACH THE STATION FROM THE JUNCTION
 CK5924'OF STATE HIGHWAYS 25 (MAIN STREET) AND 307, 2.3 MILES (3.7 KM) NORTH
 CK5924'OF GARDEN CITY, GO NORTH ON HIGHWAY 25 FOR 0.3 MILE (0.5 KM) TO THE
 CK5924'JUNCTION OF A PAVED ROAD RIGHT (TRIPPE BOULEVARD) , TURN RIGHT ON
 CK5924'TRIPPE BOULEVARD FOR 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT IN
 CK5924'A CONCRETE PARKING LOT FOR THE GEORGIA PORTS AUTHORITY, ACROSS FROM A
 CK5924'CEMETERY.  STATION IS A DRILL MARK IN THE PARKING LOT, 63.6 FEET (19.4
 CK5924'M) SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 98.1 FEET (29.9 M) SOUTH
 CK5924'SOUTHEAST OF THE SOUTHWEST END OF A 1.5-FOOT METAL PIPE CULVERT, 123.0
 CK5924'FEET (37.5 M) WEST SOUTHWEST OF THE SOUTHEAST END OF A METAL FENCE
 CK5924'POST FOR A CHAIN LINK FENCE.  RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5925 ***********************************************************************
 CK5925  DESIGNATION -  BV 025 221 RM 2
 CK5925  PID         -  CK5925
 CK5925  STATE/COUNTY-  GA/CHATHAM
 CK5925  USGS QUAD   -  PORT WENTWORTH (1993)
 CK5925
 CK5925                         *CURRENT SURVEY CONTROL
 CK5925  ___________________________________________________________________
 CK5925* NAD 83(1994)-  32 07 47.53872(N)    081 09 09.66065(W)     ADJUSTED  
 CK5925* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 CK5925  ___________________________________________________________________
 CK5925  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CK5925  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 CK5925
 CK5925  HORZ ORDER  -  SECOND
 CK5925
 CK5925.The horizontal coordinates were established by classical geodetic methods
 CK5925.and adjusted by the National Geodetic Survey in September 1997..
 CK5925.No horizontal observational check was made to the station.
 CK5925
 CK5925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5925
 CK5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5925
 CK5925.The geoid height was determined by GEOID03.
 CK5925
 CK5925;                    North         East     Units Scale Factor Converg.
 CK5925;SPC GA E     -   236,566.915   295,671.770   MT  1.00001284   +0 32 21.5
 CK5925;SPC GA E     -   776,136.62    970,049.80   sFT  1.00001284   +0 32 21.5
 CK5925;SPC SC       -    32,900.120   595,190.661   MT  1.00015083   -0 05 04.7
 CK5925;SPC SC       -   107,940.03  1,952,725.27   iFT  1.00015083   -0 05 04.7
 CK5925;UTM  17      - 3,554,841.363   485,598.584   MT  0.99960256   -0 04 52.3
 CK5925
 CK5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5925!SPC GA E     -   1.00000448  x   1.00001284  =   1.00001732
 CK5925!SPC SC       -   1.00000448  x   1.00015083  =   1.00015531
 CK5925!UTM  17      -   1.00000448  x   0.99960256  =   0.99960704
 CK5925
 CK5925                          SUPERSEDED SURVEY CONTROL
 CK5925
 CK5925  NAD 83(1986)-  32 07 47.55125(N)    081 09 09.67251(W) AD(       ) 2
 CK5925  NGVD 29 (10/08/91)    3.     (m)           10.     (f) VERT ANG       
 CK5925
 CK5925.Superseded values are not recommended for survey control.
 CK5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5925.See file dsdata.txt to determine how the superseded data were derived.
 CK5925
 CK5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8559954841(NAD 83)
 CK5925_MARKER: DD = SURVEY DISK
 CK5925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5925_STAMPING: 025-221 RM 2 1983
 CK5925_MARK LOGO: GADT  
 CK5925_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5925+STABILITY: SURFACE MOTION
 CK5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5925+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 CK5925
 CK5925  HISTORY     - Date     Condition        Report By
 CK5925  HISTORY     - 1983     MONUMENTED       GADT
 CK5925  HISTORY     - 19961120 GOOD             SCGS
 CK5925
 CK5925                          STATION DESCRIPTION
 CK5925
 CK5925'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5925'THE STATION IS LOCATED
 CK5925'ABOUT 1.6 KM (1 MI) NORTHEAST FROM GARDEN CITY, 2.4 KM (1.5 MI)
 CK5925'SOUTHEAST FROM PORT WENTWORTH, AND 9.2 KM (5.7 MI) EAST-NORTHEAST
 CK5925'FROM POOLER.
 CK5925'OWNERSHIP--GEORGIA PORTS AUTHORITY, P.O. BOX 2406 SAVANNAH
 CK5925'GEORGIA, PERMISSION GRANTED BY JOE LAUFERSWEILER, TELEPHONE
 CK5925'912-964-1721.
 CK5925'
 CK5925'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 307
 CK5925'AND U.S. HIGHWAY 17 IN THE NORTH EDGE OF GARDEN CITY AND THE
 CK5925'GEORGIA PORTS AUTHORITY OFFICE, GO NORTH ALONG U.S. HIGHWAY 17
 CK5925'FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF TRIPPE ROAD TO THE RIGHT,
 CK5925'AND THE STATION ON THE RIGHT IN THE NORTH SIDE OF THE
 CK5925'INTERSECTION.
 CK5925'
 CK5925'THE STATION IS A STANDARD GADT DISK
 CK5925'STAMPED---025-221 RM 2 1983---,
 CK5925'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5925'FLUSH WITH GROUND.  IT IS LOCATED
 CK5925'13.7 METERS (45 FT) WEST-NORTHWEST FROM THE NORTH GATE POST OF A
 CK5925'GATE CROSSING TRIPPE ROAD,
 CK5925'1.28 METERS (4.2 FT) EAST FROM A FENCELINE ON THE EAST SIDE OF
 CK5925'THE HIGHWAY,
 CK5925'3.2 METERS (10.5 FT) SOUTH-SOUTHEAST FROM THE NORTH ENDING POST
 CK5925'OF THE FENCELINE ON THE EAST SIDE OF THE HIGHWAY, AND
 CK5925'2.28 METERS (7.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST
 CK5925'NEXT TO THE EASTERN MOST FENCEPOST AND CORNER POST OF THE FENCE
 CK5925'ON THE NORTH SIDE OF THE INTERSECTION.
 CK5925'
 CK5925'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CK5925'
 CK5925'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5925'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5925'
 CK5925'DESCRIBED BY T.B. KNIGHT.
 CK5925
 CK5925                          STATION RECOVERY (1996)
 CK5925
 CK5925'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5925'STATION IS LOCATED 4.55 MILES (7.32 KM) NORTHWEST OF SAVANNAH, 1.5
 CK5925'MILES (2.4 KM) SOUTHEAST OF PORT WENTWORTH.  OWNERSHIP--GEORGIA RIGHT
 CK5925'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25
 CK5925'(MAIN STREET) AND 307, 2.3 MILES (3.7 KM) NORTH OF GARDEN CITY, GO
 CK5925'NORTH ON HIGHWAY 25 FOR 0.3 MILE (0.5 KM) TO THE STATION NEAR GATE 5
 CK5925'FOR THE GEORGIA PORTS AUTHORITY AND IN THE NORTHEAST ANGLE OF A PAVED
 CK5925'ROAD RIGHT (TRIPPE BOULEVARD) .  STATION IS A CONCRETE POST RECESSED
 CK5925'0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 4.2 FEET
 CK5925'(1.3 M) EAST OF A FENCE LINE, 85.0 FEET (25.9 M) EAST OF THE CENTER OF
 CK5925'THE HIGHWAY, 42.0 FEET (12.8 M) NORTH OF THE CENTER OF TRIPPE
 CK5925'BOULEVARD, 21.0 FEET (6.4 M) NORTH NORTHWEST OF A SECURITY LIGHT POLE,
 CK5925'7.3 FEET (2.2 M) NORTH OF A WITNESS POST.  RECOVERED BY R.W. ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1785 ***********************************************************************
 BR1785  DESIGNATION -  BV 025 222
 BR1785  PID         -  BR1785
 BR1785  STATE/COUNTY-  GA/CHATHAM
 BR1785  USGS QUAD   -  BURROUGHS (1988)
 BR1785
 BR1785                         *CURRENT SURVEY CONTROL
 BR1785  ___________________________________________________________________
 BR1785* NAD 83(1994)-  31 56 10.77381(N)    081 09 14.33366(W)     ADJUSTED  
 BR1785* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 BR1785  ___________________________________________________________________
 BR1785  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 BR1785  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 BR1785
 BR1785  HORZ ORDER  -  SECOND
 BR1785
 BR1785.The horizontal coordinates were established by classical geodetic methods
 BR1785.and adjusted by the National Geodetic Survey in September 1997..
 BR1785
 BR1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1785
 BR1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1785
 BR1785.The geoid height was determined by GEOID03.
 BR1785
 BR1785;                    North         East     Units Scale Factor Converg.
 BR1785;SPC GA E     -   215,104.642   295,750.505   MT  1.00001303   +0 32 08.6
 BR1785;SPC GA E     -   705,722.48    970,308.12   sFT  1.00001303   +0 32 08.6
 BR1785;UTM  17      - 3,533,388.298   485,445.567   MT  0.99960261   -0 04 53.2
 BR1785
 BR1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1785!SPC GA E     -   1.00000422  x   1.00001303  =   1.00001725
 BR1785!UTM  17      -   1.00000422  x   0.99960261  =   0.99960683
 BR1785
 BR1785:                Primary Azimuth Mark                     Grid Az
 BR1785:SPC GA E     -  BV 025 222 AZ MK                         034 04 38.9
 BR1785:UTM  17      -  BV 025 222 AZ MK                         034 41 40.7
 BR1785
 BR1785|---------------------------------------------------------------------|
 BR1785| PID    Reference Object                     Distance      Geod. Az  |
 BR1785|                                                           dddmmss.s |
 BR1785| BR1786 BV 025 222 AZ MK                    468.687 METERS 0343647.5 |
 BR1785| BR1787 BV 025 222 RM 1                      20.050 METERS 12210     |
 BR1785|---------------------------------------------------------------------|
 BR1785
 BR1785                          SUPERSEDED SURVEY CONTROL
 BR1785
 BR1785  NAD 83(1986)-  31 56 10.78970(N)    081 09 14.34549(W) AD(       ) 2
 BR1785  NGVD 29 (10/08/91)    4.5    (m)           15.     (f) VERT ANG       
 BR1785
 BR1785.Superseded values are not recommended for survey control.
 BR1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1785.See file dsdata.txt to determine how the superseded data were derived.
 BR1785
 BR1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8544633388(NAD 83)
 BR1785_MARKER: DD = SURVEY DISK
 BR1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1785+STABILITY: SURFACE MOTION
 BR1785
 BR1785  HISTORY     - Date     Condition        Report By
 BR1785  HISTORY     - 1983     MONUMENTED       GADT
 BR1785  HISTORY     - 19970105 GOOD             USPSQD
 BR1785
 BR1785                          STATION DESCRIPTION
 BR1785
 BR1785'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1785'THE STATION IS LOCATED APPROXIMATELY 14.8 KM (9.2 MI) EAST
 BR1785'FROM RICHMOND HILL, 16.9 KM (10.5 MI) SOUTH-SOUTHWEST FROM
 BR1785'SAVANNAH, AND 4.4 KM (2.7 MI) SOUTHWEST FROM VERNONBURG.
 BR1785'OWNERSHIP--COFFEE BLUFF FISHING CAMP, GEORGE , MARGE, BOB
 BR1785'AND MONICA SCHAUBER, 14915 WHITE BLUFF ROAD, SAVANNAH GEORGIA
 BR1785'31406, TELEPHONE (BUS) 912-925-9962, (HOME) 912-925-8781.
 BR1785'
 BR1785'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1785'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE) IN SAVANNAH,
 BR1785'GO SOUTH ALONG STATE ROUTE 204 FOR 3 KM (1.85 MI) TO THE JUNCTION
 BR1785'OF WHITE BLUFF ROAD CROSSING.  TURN LEFT GOING SOUTH ALONG WHITE
 BR1785'BLUFF ROAD FOR 5.6 KM (3.45 MI) TO THE JUNCTION OF THE SECOND OF
 BR1785'THE TWO DRIVEWAYS TO THE OLD MILL STATES ON THE RIGHT.  AND OLD
 BR1785'COFFEE BLUFF ROAD TO THE LEFT.  AT THIS JUNCTION WHITE BLUFF ROAD
 BR1785'BECOMES COFFEE BLUFF ROAD.  CONTINUE SOUTH ALONG COFFEE BLUFF ROAD
 BR1785'FOR 2.3 KM (1.45 MI) TO THE JUNCTION OF COFFEE WOODS DRIVE TO THE
 BR1785'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH
 BR1785'ALONG COFFEE BLUFF ROAD FOR 0.5 KM (0.3 MI) TO ITS
 BR1785'TERMINATION AT THE COFFEE FISH CAMP AND THE STATION IN FRONT OF
 BR1785'THE OFFICE BUILDING AND NEAR THE FLAG POLE.
 BR1785'
 BR1785'THE STATION IS A STANDARD GADT DISK
 BR1785'STAMPED---025-222 1983---,
 BR1785'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1785'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1785'7.14 METERS (38.5 FT) NORTH FROM THE NORTHWEST CORNER FROM A
 BR1785'CONCRETE BUILDING USED FOR MARINE REQUE SQUAD,
 BR1785'1.6 METERS (3.5 FT) SOUTHEAST FROM THE INSIDE EDGE OF THE WEST
 BR1785'WALL OF A BOAT RAMP,
 BR1785'1.83 METERS (6 FT) SOUTHWEST FROM A POWER POLE WITH A LIGHT
 BR1785'ATTACHED, AND
 BR1785'3.5 METERS (10 FT) WEST-NORTHWEST FROM A METAL WITNESS POST SET
 BR1785'NEXT TO A FLAG POLE.
 BR1785'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1785'STAMPED---025-222 1983---,
 BR1785'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR1785'
 BR1785'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1785'STAMPED---025-222 RM 1 1983---,
 BR1785'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1785'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1785'10.67 METERS (35 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 BR1785'CONCRETE BLOCK BUILDING USED BY MARINE RESQUE SQUAD,
 BR1785'5.64 METERS (18.5 FT) NORTH FROM THE WEST CORNER OF A CONCRETE
 BR1785'BLOCK HOUSE,
 BR1785'11.29 METERS (37 FT) SOUTHWEST FROM A 24 INCH WATER OAK TREE, AND
 BR1785'16.92 METERS (55.5 FT) SOUTHEAST FROM THE FLAG POLE.
 BR1785'MARK IS LEVEL WITH STATION.
 BR1785'
 BR1785'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1785'STAMPED---025-222 AZ MK 1983---,
 BR1785'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1785'FLUSH WITH GROUND.  IT IS LOCATED
 BR1785'9.75 METERS (32 FT) NORTH FROM THE POINT OF INTERSECTION OF THE
 BR1785'CENTERLINES OF COFFEE BLUFF ROAD AND COFFEE WOODS DRIVE,
 BR1785'9.3 METERS (30.5 FT) NORTH-NORTHEAST FROM A POWER POLE WITH A
 BR1785'LIGHT ATTACHED,
 BR1785'14.46 METERS (47.5 FT) NORTHWEST FROM A FIRE HYDRANT,
 BR1785'3.05 METERS (10 FT) SOUTH-SOUTHWEST FROM A 30 INCH WATER OAK TREE,
 BR1785'AND
 BR1785'0.91 METER (3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1785'
 BR1785'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1785'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1785'COUNTY 1977.  REVISED JUNE 1977.
 BR1785'
 BR1785'DESCRIBED BY T.B. KNIGHT.
 BR1785
 BR1785                          STATION RECOVERY (1997)
 BR1785
 BR1785'RECOVERY NOTE BY US POWER SQUADRON 1997
 BR1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1786 ***********************************************************************
 BR1786  DESIGNATION -  BV 025 222 AZ MK
 BR1786  PID         -  BR1786
 BR1786  STATE/COUNTY-  GA/CHATHAM
 BR1786  USGS QUAD   -  BURROUGHS (1988)
 BR1786
 BR1786                         *CURRENT SURVEY CONTROL
 BR1786  ___________________________________________________________________
 BR1786* NAD 83(1994)-  31 56 23.29682(N)    081 09 04.19745(W)     ADJUSTED  
 BR1786* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 BR1786  ___________________________________________________________________
 BR1786  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 BR1786  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 BR1786
 BR1786  HORZ ORDER  -  SECOND
 BR1786
 BR1786.The horizontal coordinates were established by classical geodetic methods
 BR1786.and adjusted by the National Geodetic Survey in September 1997..
 BR1786.No horizontal observational check was made to the station.
 BR1786
 BR1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1786
 BR1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1786
 BR1786.The geoid height was determined by GEOID03.
 BR1786
 BR1786;                    North         East     Units Scale Factor Converg.
 BR1786;SPC GA E     -   215,492.852   296,013.120   MT  1.00001365   +0 32 14.2
 BR1786;SPC GA E     -   706,996.13    971,169.71   sFT  1.00001365   +0 32 14.2
 BR1786;UTM  17      - 3,533,773.498   485,712.239   MT  0.99960252   -0 04 47.9
 BR1786
 BR1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1786!SPC GA E     -   1.00000392  x   1.00001365  =   1.00001757
 BR1786!UTM  17      -   1.00000392  x   0.99960252  =   0.99960644
 BR1786
 BR1786                          SUPERSEDED SURVEY CONTROL
 BR1786
 BR1786  NAD 83(1986)-  31 56 23.31275(N)    081 09 04.20935(W) AD(       ) 2
 BR1786  NGVD 29 (10/08/91)    6.     (m)           20.     (f) VERT ANG       
 BR1786
 BR1786.Superseded values are not recommended for survey control.
 BR1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1786.See file dsdata.txt to determine how the superseded data were derived.
 BR1786
 BR1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8571233773(NAD 83)
 BR1786_MARKER: DD = SURVEY DISK
 BR1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1786+STABILITY: SURFACE MOTION
 BR1786
 BR1786  HISTORY     - Date     Condition        Report By
 BR1786  HISTORY     - 1983     MONUMENTED       GADT
 BR1786  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 BR1786
 BR1786                          STATION DESCRIPTION
 BR1786
 BR1786'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1786'THE STATION IS LOCATED APPROXIMATELY 14.8 KM (9.2 MI) EAST
 BR1786'FROM RICHMOND HILL, 16.4 KM (10.2 MI) SOUTH-SOUTHWEST FROM
 BR1786'SAVANNAH, AND 3.8 KM (2.4 MI) SOUTHWEST FROM VERNONBURG.
 BR1786'OWNERSHIP--COFFEE BLUFF FISHING CAMP, GEORGE, MARGE, BOB, AND
 BR1786'MONICA SCHAUBER, 14915 WHITE BLUFF ROAD, SAVANNAH, GEORGIA,
 BR1786'TELEPHONE (BUS) 912-925-9962, (HOME) 912-925-8781.
 BR1786'
 BR1786'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1786'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE) IN
 BR1786'SAVANNAH, GO SOUTH ALONG STATE ROUTE 204 FOR 3 KM (1.85 MI)
 BR1786'TO THE JUNCTION OF WHITE BLUFF ROAD CROSSING.  TURN LEFT
 BR1786'GOING SOUTH ALONG WHITE BLUFF ROAD FOR 5.6 KM (3.45 MI) TO
 BR1786'THE JUNCTION OF THE SECOND OF TWO DRIVEWAYS TO THE OLD MILL
 BR1786'STATES TO THE RIGHT AND THE OLD COFFEE BLUFF ROAD TO THE LEFT.
 BR1786'WHITE BLUFF ROAD BECOMES COFFEE BLUFF ROAD.  CONTINUE GOING
 BR1786'SUTH ALONG COFFEE BLUFF ROAD 2.3 KM (1.45 MI) TO THE JUNCTION
 BR1786'OF COFFEE WOODS DRIVE TO THE LEFT, AND THE STATION ON THE RIGHT.
 BR1786'
 BR1786'THE STATION IS A STANDARD GADT DISK
 BR1786'STAMPED---025-222 AZ MK 1983---,
 BR1786'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1786'FLUSH WITH GROUND.  IT IS LOCATED
 BR1786'9.75 METERS (32 FT) NORTH FROM THE POINT OF INTERSECTION OF THE
 BR1786'CENTERLINES OF COFFEE BLUFF ROAD AND COFFEE WOODS DRIVE,
 BR1786'9.3 METERS (30.5 FT) NORTH-NORTHEAST FROM A POWER POLE WITH A
 BR1786'LIGHT ATTACHED,
 BR1786'14.46 METERS (47.5 FT) NORTHWEST FROM A FIRE HYDRANT,
 BR1786'3.05 METERS (10 FT) SOUTH-SOUTHWEST FROM A 30 INCH WATER OAK TREE,
 BR1786'AND
 BR1786'0.91 METERS (3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1786'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1786'STAMPED---025-222 AZ MK 1983---,
 BR1786'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 BR1786'
 BR1786'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1786'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1786'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1786'
 BR1786'DESCRIBED BY T.B. KNIGHT.
 BR1786
 BR1786                          STATION RECOVERY (1997)
 BR1786
 BR1786'RECOVERY NOTE BY US POWER SQUADRON 1997
 BR1786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1788 ***********************************************************************
 BR1788  DESIGNATION -  BV 025 223
 BR1788  PID         -  BR1788
 BR1788  STATE/COUNTY-  GA/CHATHAM
 BR1788  USGS QUAD   -  RICHMOND HILL (1997)
 BR1788
 BR1788                         *CURRENT SURVEY CONTROL
 BR1788  ___________________________________________________________________
 BR1788* NAD 83(1994)-  31 58 44.90696(N)    081 17 18.25065(W)     ADJUSTED  
 BR1788* NAVD 88     -         5.15   (+/-2cm)      16.9    (feet)  VERTCON   
 BR1788  ___________________________________________________________________
 BR1788  X           -     820,200.389 (meters)                     COMP
 BR1788  Y           -  -5,352,787.224 (meters)                     COMP
 BR1788  Z           -   3,358,456.046 (meters)                     COMP
 BR1788  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1788  ELLIP HEIGHT-         -25.73  (meters)          (09/03/97) GPS OBS
 BR1788  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR1788
 BR1788  HORZ ORDER  -  SECOND
 BR1788  VERT ORDER  -  THIRD (See Below)
 BR1788  ELLP ORDER  -  FOURTH    CLASS II
 BR1788
 BR1788.The horizontal coordinates were established by classical geodetic methods
 BR1788.and adjusted by the National Geodetic Survey in September 1997..
 BR1788
 BR1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1788.The vertical order pertains to the NGVD 29 superseded value.
 BR1788
 BR1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1788
 BR1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1788
 BR1788.The ellipsoidal height was determined by GPS observations
 BR1788.and is referenced to NAD 83.
 BR1788
 BR1788.The geoid height was determined by GEOID03.
 BR1788
 BR1788;                    North         East     Units Scale Factor Converg.
 BR1788;SPC GA E     -   219,741.018   283,001.817   MT  0.99998494   +0 27 54.6
 BR1788;SPC GA E     -   720,933.66    928,481.79   sFT  0.99998494   +0 27 54.6
 BR1788;UTM  17      - 3,538,159.933   472,752.583   MT  0.99960916   -0 09 09.9
 BR1788
 BR1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1788!SPC GA E     -   1.00000404  x   0.99998494  =   0.99998898
 BR1788!UTM  17      -   1.00000404  x   0.99960916  =   0.99961320
 BR1788
 BR1788                          SUPERSEDED SURVEY CONTROL
 BR1788
 BR1788  NAD 83(1986)-  31 58 44.91856(N)    081 17 18.26192(W) AD(       ) 2
 BR1788  NGVD 29 (03/03/92)    5.43   (m)           17.8    (f) LEVELING    3  
 BR1788
 BR1788.Superseded values are not recommended for survey control.
 BR1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1788.See file dsdata.txt to determine how the superseded data were derived.
 BR1788
 BR1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7275338160(NAD 83)
 BR1788_MARKER: DD = SURVEY DISK
 BR1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1788_SP_SET: CONCRETE POST
 BR1788_STAMPING: 025-223 1983
 BR1788_MARK LOGO: GADT  
 BR1788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BR1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1788+STABILITY: SURFACE MOTION
 BR1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1788+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1994
 BR1788
 BR1788  HISTORY     - Date     Condition        Report By
 BR1788  HISTORY     - 1983     MONUMENTED       GADT
 BR1788  HISTORY     - 1983     GOOD             GADT
 BR1788  HISTORY     - 19900301 GOOD             GEONEX
 BR1788  HISTORY     - 19940208 GOOD             GAPC
 BR1788
 BR1788                          STATION DESCRIPTION
 BR1788
 BR1788'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1788'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.8 MI)
 BR1788'NORTH-NORTHEAST FROM RICHMOND HILL, 15.4 KM (9.8 MI)
 BR1788'SOUTH-SOUTHWEST FROM POOLER, AND 17.2 KM (10.7 MI) NORTHEAST
 BR1788'FROM FLEMING.
 BR1788'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1788'
 BR1788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 BR1788'(STATE ROUTE 25) AND STATE ROUTE 144 IN RICHMOND HILL, GO
 BR1788'NORTH ALONG U.S. HIGHWAY 17 FOR 3.4 KM (2.1 MI) TO THE
 BR1788'AZIMUTH MARK ON THE LEFT AT THE JUNCTION OF THE OLD HIGHWAY.
 BR1788'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 17 FOR 0.6 KM (0.35 MI)
 BR1788'TO THE STATION ON THE LEFT.
 BR1788'
 BR1788'THE STATION IS A STANDARD GADT DISK
 BR1788'STAMPED---025-223 1983---,
 BR1788'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1788'FLUSH WITH GROUND.  IT IS LOCATED
 BR1788'7.7 METERS (23.2 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1788'13.72 METERS (45 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF THE
 BR1788'FOOTING FOR THE POST ON THE NORTHWEST END OF THE BRIDGE,
 BR1788'24.15 METERS (79.25 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF THE
 BR1788'GUARD RAIL ON THE WEST SIDE OF THE BRIDGE,
 BR1788'2.2 METERS (7.2 FT) NORTHWEST FROM THE GUARD RAIL, AND
 BR1788'1.12 METERS (3.7 FT) SOUTHEAST FROM A WITNESS POST.
 BR1788'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1788'STAMPED---025-223 1983---,
 BR1788'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR1788'
 BR1788'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1788'STAMPED---025-223 RM 1 1983---,
 BR1788'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1788'FLUSH WITH GROUND.  IT IS LOCATED
 BR1788'6.8 METERS (22.3 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1788'24.57 METERS (80.6 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF
 BR1788'THE FOOTING FOR THE END POST ON THE NORTHWEST END OF THE BRIDGE,
 BR1788'1.3 METERS (4.3 FT) NORTHWEST FROM THE GUARD RAIL, AND
 BR1788'0.67 METERS (2.2 FT) SOUTHEAST FROM A WITNESS POST.
 BR1788'MARK IS LEVEL WITH STATION.
 BR1788'
 BR1788'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1788'STAMPED---025-223 AZ MK 1983---,
 BR1788'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1788'FLUSH WITH GROUND.  IT IS LOCATED
 BR1788'12 METERS (39.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1788'HIGHWAY,
 BR1788'6.15 METERS (20.2 FT) SOUTH-SOUTHWEST FROM A 6 INCH POPLAR TREE,
 BR1788'22.9 METERS (75.2 FT) NORTHEAST FROM THE NORTH POLE OF A FRAME
 BR1788'SUPPORTING TWO TELEPHONE TERMINALS BOXES, AND
 BR1788'1.15 METERS (3.8 FT) SOUTHEAST FROM A WITNESS POST.
 BR1788'
 BR1788'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1788'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1788'STAMPED---025-223 AZ MK 1983---,
 BR1788'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 BR1788'SURFACE OF THE GROUND.
 BR1788'
 BR1788'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1788'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1788'
 BR1788'DESCRIBED BY T.B. KNIGHT.
 BR1788
 BR1788                          STATION RECOVERY (1983)
 BR1788
 BR1788'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983
 BR1788'RECOVERED IN GOOD CONDITION.
 BR1788
 BR1788                          STATION RECOVERY (1990)
 BR1788
 BR1788'RECOVERY NOTE BY GEONEX 1990
 BR1788'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1983
 BR1788'STATION DESCRIPTION.  REFERENCE MARK 1, BENCH MARK TIDAL 4, AND BENCH
 BR1788'MARK TIDAL 2 WERE ALSO RECOVERED IN GOOD CONDITION.  THE DISTANCES
 BR1788'FROM THE STATION TO RM 1 AND TO TIDAL 4 WERE CHECKED AND AGREE
 BR1788'CLOSELY WITH THOSE DESCRIBED.  A NEW TO-REACH DESCRIPTION FOLLOWS.
 BR1788'THE STATION IS LOCATED ALONG THE NORTHWESTERLY SIDE OF U.S. HIGHWAY 17
 BR1788'AT THE NORTHEASTERLY END OF THE KINGS FERRY BRIDGE WHICH CROSSES THE
 BR1788'OGEECHEE RIVER. IT IS APPROXIMATELY 2.8 MI (4.51 KM) NORTH-NORTHEAST
 BR1788'FROM RICHMOND HILL, 9.8 MI (15.77 KM) SOUTH-SOUTHWEST FROM POOLER,
 BR1788'AND 10.7 MI (17.22 KM) NORTHEAST FROM FLEMING.
 BR1788'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 BR1788'(ATLANTIC COAST HIGHWAY) AND STATE HIGHWAY 204 (ABERCORN STREET
 BR1788'EXTENSION), GO SOUTHWESTERLY ALONG U.S. HIGHWAY 17 FOR 2.8 MI
 BR1788'(4.51 KM) TO THE INTERSECTION WITH AN ASPHALT ROAD LEADING TO KINGS
 BR1788'FERRY PARK ON THE RIGHT, PRECEDING THE KINGS FERRY BRIDGE AND THE
 BR1788'NORTHEASTERLY BANK OF THE OGEECHEE RIVER.  TURN RIGHT AND GO WESTERLY
 BR1788'AND SOUTHWESTERLY ALONG THE ASPHALT ROAD FOR APPROXIMATELY 0.1 MI
 BR1788'(0.16 KM) TO A SHARP CURVE TO THE LEFT AT THE NORTH BANK OF THE RIVER
 BR1788', PRECEDING THE UNDERPASS WITH U.S. HIGHWAY 17, AND THE STATION ON THE
 BR1788'LEFT AT THE TOP OF THE HIGHWAY EMBANKMENT.
 BR1788
 BR1788                          STATION RECOVERY (1994)
 BR1788
 BR1788'RECOVERY NOTE BY GEORGIA POWER COMPANY 1994 (SK)
 BR1788'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST FROM SAVANNAH,
 BR1788'2.4 MI (3.9 KM) NORTH-NORTHEAST FROM RICHMOND HILL, 15.4 KM (9.55 MI)
 BR1788'SOUTH-SOUTHWEST FROM POOLER, AND 17.2 KM (10.70 MI) NORTHEAST FROM
 BR1788'FLEMING AT THE NORTHWEST END OF THE KINGS FERRY BRIDGE. --OWNERSHIP--
 BR1788'D.O.T. RIGHT-OF-WAY.
 BR1788' 
 BR1788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 BR1788'HIGHWAY 144 IN RICHMOND HILL, GO NORTH ON HIGHWAY 17 FOR 3.4 KM (2.10
 BR1788'MI) TO AZIMUTH MARK ON THE LEFT AT THE JUNCTION OF THE OLD HIGHWAY.
 BR1788'CONTINUE NORTH ON HIGHWAY 17 FOR 0.6 KM (0.35 MI) ACROSS BRIDGE TO THE
 BR1788'STATION ON THE LEFT.
 BR1788' 
 BR1788'THE STATION MARKS ARE STANDARD GADT DISKS STAMPED --025-223 1983--.
 BR1788'THE SURFACE MARK IS SET INTO A 30 CM ROUND CONCRETE MONUMENT FLUSH
 BR1788'WITH THE GROUND.  THE UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS
 BR1788'OF CONCRETE RECESSED 1.1 M (3.6 FT) BELOW GROUND.
 BR1788' 
 BR1788'LOCATED 7.7 METERS (25.3 FT) NORTHWEST FROM CENTERLINE OF HIGHWAY,
 BR1788'13.72 M (45.01 FT) NORTH-NORTHEST FROM NORTH EDGE OF FOOTING FOR THE
 BR1788'POST ON THE NORTHWEST END OF BRIDGE, 24.15 M (79.23 FT)
 BR1788'SOUTH-SOUTHWEST FROM NORTH END OF THE GUARD RAIL ON WEST SIDE OF
 BR1788'BRIDGE, 2.2 M (7.2 FT) NORTHWEST FROM GUARD RAIL, AND 1.12 M (3.67 FT)
 BR1788'SOUTHEAST FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1789 ***********************************************************************
 BR1789  DESIGNATION -  BV 025 223 AZ MK
 BR1789  PID         -  BR1789
 BR1789  STATE/COUNTY-  GA/CHATHAM
 BR1789  USGS QUAD   -  RICHMOND HILL (1997)
 BR1789
 BR1789                         *CURRENT SURVEY CONTROL
 BR1789  ___________________________________________________________________
 BR1789* NAD 83(1994)-  31 58 30.94903(N)    081 17 32.59501(W)     ADJUSTED  
 BR1789* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 BR1789  ___________________________________________________________________
 BR1789  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BR1789  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 BR1789
 BR1789  HORZ ORDER  -  SECOND
 BR1789
 BR1789.The horizontal coordinates were established by classical geodetic methods
 BR1789.and adjusted by the National Geodetic Survey in September 1997..
 BR1789.No horizontal observational check was made to the station.
 BR1789
 BR1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1789
 BR1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1789
 BR1789.The geoid height was determined by GEOID03.
 BR1789
 BR1789;                    North         East     Units Scale Factor Converg.
 BR1789;SPC GA E     -   219,308.059   282,628.713   MT  0.99998417   +0 27 46.8
 BR1789;SPC GA E     -   719,513.19    927,257.70   sFT  0.99998417   +0 27 46.8
 BR1789;UTM  17      - 3,537,731.184   472,374.973   MT  0.99960941   -0 09 17.4
 BR1789
 BR1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1789!SPC GA E     -   1.00000451  x   0.99998417  =   0.99998868
 BR1789!UTM  17      -   1.00000451  x   0.99960941  =   0.99961391
 BR1789
 BR1789                          SUPERSEDED SURVEY CONTROL
 BR1789
 BR1789  NAD 83(1986)-  31 58 30.96059(N)    081 17 32.60620(W) AD(       ) 2
 BR1789  NGVD 29 (10/08/91)    2.5    (m)            8.     (f) VERT ANG       
 BR1789
 BR1789.Superseded values are not recommended for survey control.
 BR1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1789.See file dsdata.txt to determine how the superseded data were derived.
 BR1789
 BR1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7237537731(NAD 83)
 BR1789_MARKER: DD = SURVEY DISK
 BR1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1789+STABILITY: SURFACE MOTION
 BR1789
 BR1789  HISTORY     - Date     Condition        Report By
 BR1789  HISTORY     - 1983     MONUMENTED       GADT
 BR1789
 BR1789                          STATION DESCRIPTION
 BR1789
 BR1789'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1789'THE STATION IS LOCATED APPROXIMATELY 4 KM (2.5 MI)
 BR1789'NORTH-NORTHEAST FROM RICHMOND HILL, 15.8 KM (9.8 MI)
 BR1789'SOUTH-SOUTHWEST FROM POOLER, AND 16.7 KM (10.4 MI) NORTHEAST
 BR1789'FROM FLEMING.
 BR1789'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1789'
 BR1789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 BR1789'(STATE ROUTE 25) AND STATE ROUTE 144, IN RICHMOND HILL, GO
 BR1789'NORTH ALONG U.S. HIGHWAY 17 FOR 3.4 KM (2.1 MI) TO THE
 BR1789'JUNCTION OF THE OLD HIGHWAY AND THE STATION ON THE LEFT.
 BR1789'
 BR1789'THE STATION IS A STANDARD GADT DISK
 BR1789'STAMPED---025-223 AZ MK 1983---,
 BR1789'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1789'FLUSH WITH GROUND.  IT IS LOCATED
 BR1789'12 METERS (39.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1789'HIGHWAY,
 BR1789'6.15 METERS (20.2 FT) SOUTH-SOUTHWEST FROM A 6 INCH POPLAR TREE,
 BR1789'22.9 METERS (75.2 FT) NORTHEAST FROM THE NORTH POLE OF A FRAME
 BR1789'SUPPORTING TWO TELEPHONE TERMINAL BOXES, AND
 BR1789'1.15 METERS (3.8 FT) SOUTHEAST FROM A WITNESS POST.
 BR1789'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1789'STAMPED---025-223 AZ MK 1983---,
 BR1789'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR1789'
 BR1789'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1789'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1789'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1789'
 BR1789'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1790 ***********************************************************************
 BR1790  DESIGNATION -  BV 025 223 RM 1
 BR1790  PID         -  BR1790
 BR1790  STATE/COUNTY-  GA/CHATHAM
 BR1790  USGS QUAD   -  RICHMOND HILL (1997)
 BR1790
 BR1790                         *CURRENT SURVEY CONTROL
 BR1790  ___________________________________________________________________
 BR1790* NAD 83(1994)-  31 58 45.17242(N)    081 17 17.97745(W)     ADJUSTED  
 BR1790* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 BR1790  ___________________________________________________________________
 BR1790  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1790  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR1790
 BR1790  HORZ ORDER  -  SECOND
 BR1790
 BR1790.The horizontal coordinates were established by classical geodetic methods
 BR1790.and adjusted by the National Geodetic Survey in September 1997..
 BR1790
 BR1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1790
 BR1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1790
 BR1790.The geoid height was determined by GEOID03.
 BR1790
 BR1790;                    North         East     Units Scale Factor Converg.
 BR1790;SPC GA E     -   219,749.253   283,008.923   MT  0.99998495   +0 27 54.7
 BR1790;SPC GA E     -   720,960.67    928,505.11   sFT  0.99998495   +0 27 54.7
 BR1790;UTM  17      - 3,538,168.088   472,759.774   MT  0.99960915   -0 09 09.7
 BR1790
 BR1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1790!SPC GA E     -   1.00000406  x   0.99998495  =   0.99998901
 BR1790!UTM  17      -   1.00000406  x   0.99960915  =   0.99961321
 BR1790
 BR1790                          SUPERSEDED SURVEY CONTROL
 BR1790
 BR1790  NAD 83(1986)-  31 58 45.18403(N)    081 17 17.98871(W) AD(       ) 2
 BR1790  NGVD 29 (10/08/91)    5.3    (m)           17.     (f) H LEVEL        
 BR1790
 BR1790.Superseded values are not recommended for survey control.
 BR1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1790.See file dsdata.txt to determine how the superseded data were derived.
 BR1790
 BR1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7276038168(NAD 83)
 BR1790_MARKER: DD = SURVEY DISK
 BR1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1790+STABILITY: SURFACE MOTION
 BR1790
 BR1790  HISTORY     - Date     Condition        Report By
 BR1790  HISTORY     - 1983     MONUMENTED       GADT
 BR1790  HISTORY     - 19960412 GOOD             USPSQD
 BR1790
 BR1790                          STATION DESCRIPTION
 BR1790
 BR1790'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1790'THE STATION IS LOCATED APPROXIMATELY 4.5 KM (2.8 MI)
 BR1790'NORTH-NORTHEAST FROM RICHMOND HILL, 15.4 KM (9.8 MI)
 BR1790'SOUTH-SOUTHWEST FROM POOLER, AND 17.2 KM (10.7 MI) NORTHEAST
 BR1790'FROM FLEMING.
 BR1790'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1790'
 BR1790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 BR1790'(STATE ROUUTE 25) AND STATE ROUTE 144 IN RICHMOND HILL, GO
 BR1790'NORTH ALONG U.S. HIGHWAY 17 FOR 3.4 KM (2.1 MI) TO THE JUNCTION
 BR1790'OF THE OLD HIGHWAY.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY
 BR1790'17 FOR 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT.
 BR1790'
 BR1790'THE STATION IS A STANDARD GADT DISK
 BR1790'STAMPED---025-223 RM 1 1983---,
 BR1790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1790'FLUSH WITH GROUND.  IT IS LOCATED
 BR1790'6.8 METERS (22.3 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1790'24.57 METERS (80.6 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF
 BR1790'THE FOOTING FOR THE END POST ON THE NORTHWEST END OF THE BRIDGE,
 BR1790'1.3 METERS (4.3 FT) NORTHWEST FROM A GUARD RAIL, AND
 BR1790'0.67 METER (2.2 FT) SOUTHEAST FROM A WITNESS POST.
 BR1790'
 BR1790'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1790'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1790'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1790'
 BR1790'DESCRIBED BY T.B. KNIGHT.
 BR1790
 BR1790                          STATION RECOVERY (1996)
 BR1790
 BR1790'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5927 ***********************************************************************
 CK5927  DESIGNATION -  BV 025 225
 CK5927  PID         -  CK5927
 CK5927  STATE/COUNTY-  GA/CHATHAM
 CK5927  USGS QUAD   -  SAVANNAH (1978)
 CK5927
 CK5927                         *CURRENT SURVEY CONTROL
 CK5927  ___________________________________________________________________
 CK5927* NAD 83(1994)-  32 04 08.82304(N)    081 06 29.63351(W)     ADJUSTED  
 CK5927* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 CK5927  ___________________________________________________________________
 CK5927  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CK5927  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 CK5927
 CK5927  HORZ ORDER  -  SECOND
 CK5927
 CK5927.The horizontal coordinates were established by classical geodetic methods
 CK5927.and adjusted by the National Geodetic Survey in September 1997..
 CK5927
 CK5927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5927
 CK5927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5927
 CK5927.The geoid height was determined by GEOID03.
 CK5927
 CK5927;                    North         East     Units Scale Factor Converg.
 CK5927;SPC GA E     -   229,870.469   299,932.266   MT  1.00002312   +0 33 43.3
 CK5927;SPC GA E     -   754,166.70    984,027.78   sFT  1.00002312   +0 33 43.3
 CK5927;SPC SC       -    26,156.754   599,378.710   MT  1.00017950   -0 03 36.0
 CK5927;SPC SC       -    85,816.12  1,966,465.58   iFT  1.00017950   -0 03 36.0
 CK5927;UTM  17      - 3,548,102.012   489,784.627   MT  0.99960129   -0 03 26.9
 CK5927
 CK5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5927!SPC GA E     -   1.00000324  x   1.00002312  =   1.00002636
 CK5927!SPC SC       -   1.00000324  x   1.00017950  =   1.00018274
 CK5927!UTM  17      -   1.00000324  x   0.99960129  =   0.99960453
 CK5927
 CK5927                          SUPERSEDED SURVEY CONTROL
 CK5927
 CK5927  NAD 83(1986)-  32 04 08.83788(N)    081 06 29.64761(W) AD(       ) 2
 CK5927  NGVD 29 (10/08/91)   10.9    (m)           36.     (f) VERT ANG       
 CK5927
 CK5927.Superseded values are not recommended for survey control.
 CK5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5927.See file dsdata.txt to determine how the superseded data were derived.
 CK5927
 CK5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8978548102(NAD 83)
 CK5927_MARKER: DD = SURVEY DISK
 CK5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5927+STABILITY: SURFACE MOTION
 CK5927
 CK5927  HISTORY     - Date     Condition        Report By
 CK5927  HISTORY     - 1983     MONUMENTED       GADT
 CK5927
 CK5927                          STATION DESCRIPTION
 CK5927
 CK5927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5927'THE STATION IS LOCATED IN SAVANNAH.
 CK5927'
 CK5927'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5927'AND STATE ROUTE 21 (LYNES PARKWAY) IN SAVANNAH, GO EAST ALONG
 CK5927'INTERSTATE HIGHWAY 16 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF
 CK5927'SATE ROUTE 204 CROSSING OVERHEAD AND BV 025 69 GADT USED FOR
 CK5927'AZIMUTH MARK NEAR THE NORTH END OF THE BRIDGE.  CONTINUE GOING
 CK5927'EAST ALONG INTERSTATE HIGHWAY 16 FOR 0.7 KM (0.45 MI) TO THE
 CK5927'EXIT TO GWINNETT STREET AND THE STATION NEAR THE EXIT 36 SIGN.
 CK5927'
 CK5927'THE STATION IS A STANDARD GADT DISK
 CK5927'STAMPED---025-225 1983---,
 CK5927'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5927'FLUSH WITH GROUND.  IT IS LOCATED
 CK5927'10.7 METERS (35 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 CK5927'SOUTH BOUND LANE OF THE HIGHWAY,
 CK5927'1.61 METERS (5.3 FT) SOUTH FROM A METAL LIGHT POLE NO C 028,
 CK5927'8.05 METERS (26.4 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK5927'GUINNETT STREET EXIT RAMP,
 CK5927'8.29 METERS (27.2 FT) EAST-NORTHEAST FROM THE NORTH POST OF EXIT
 CK5927'36 SIGN, AND
 CK5927'1.74 METERS (5.7 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CK5927'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5927'STAMPED---025-225 1983---,
 CK5927'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5927'
 CK5927'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5927'STAMPED---025-225 RM 1 1983---,
 CK5927'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5927'FLUSH WITH GROUND.  IT IS LOCATED
 CK5927'14.34 METERS (47 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 CK5927'HIGHWAY,
 CK5927'25 METERS (82 FT) EAST-NORTHEAST FROM THE LIGHT POLE NO C 028,
 CK5927'14.93 METERS (49 FT) SOUTHWEST FROM ANOTHER LIGHT POLE NO C 026,
 CK5927'10.06 METERS (33 FT) NORTH FROM THE CENTERLINE OF EXIT RAMP 36,
 CK5927'AND
 CK5927'0.8 METER (2.6 FT) SOUTH FROM A METAL WITNESS POST.
 CK5927'MARK IS BELOW STATION 0.910 METERS.
 CK5927'
 CK5927'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5927'STAMPED---025-69---,
 CK5927'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK5927'FLUSH WITH GROUND.  IT IS LOCATED
 CK5927'8.07 METERS (26.5 FT) NORTH FROM THE CENTERLINE OF THE WEST BOUND
 CK5927'LANE OF STATE ROUTE 204,
 CK5927'2.44 METERS (8 FT) NORTHWEST FROM THE NORTHWEST END OF STATE
 CK5927'ROUTE 204 BRIDGE,
 CK5927'23.47 METERS (77 FT) NORTHEAST FROM A LIGHT UTILITY POLE, AND
 CK5927'2.29 METERS (7.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 CK5927'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5927'STAMPED---025-69---,
 CK5927'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK5927'
 CK5927'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5927'
 CK5927'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5927'COUNTY GEORGIA 1977. REVISED JUNE 1977.
 CK5927'
 CK5927'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5928 ***********************************************************************
 CK5928  DESIGNATION -  BV 025 225 RM 1
 CK5928  PID         -  CK5928
 CK5928  STATE/COUNTY-  GA/CHATHAM
 CK5928  USGS QUAD   -  SAVANNAH (1978)
 CK5928
 CK5928                         *CURRENT SURVEY CONTROL
 CK5928  ___________________________________________________________________
 CK5928* NAD 83(1994)-  32 04 09.13707(N)    081 06 28.73724(W)     ADJUSTED  
 CK5928* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 CK5928  ___________________________________________________________________
 CK5928  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CK5928  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 CK5928
 CK5928  HORZ ORDER  -  SECOND
 CK5928
 CK5928.The horizontal coordinates were established by classical geodetic methods
 CK5928.and adjusted by the National Geodetic Survey in September 1997..
 CK5928
 CK5928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5928
 CK5928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5928
 CK5928.The geoid height was determined by GEOID03.
 CK5928
 CK5928;                    North         East     Units Scale Factor Converg.
 CK5928;SPC GA E     -   229,880.373   299,955.678   MT  1.00002318   +0 33 43.7
 CK5928;SPC GA E     -   754,199.19    984,104.59   sFT  1.00002318   +0 33 43.7
 CK5928;SPC SC       -    26,166.404   599,402.232   MT  1.00017945   -0 03 35.5
 CK5928;SPC SC       -    85,847.78  1,966,542.76   iFT  1.00017945   -0 03 35.5
 CK5928;UTM  17      - 3,548,111.658   489,808.135   MT  0.99960128   -0 03 26.4
 CK5928
 CK5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5928!SPC GA E     -   1.00000333  x   1.00002318  =   1.00002651
 CK5928!SPC SC       -   1.00000333  x   1.00017945  =   1.00018278
 CK5928!UTM  17      -   1.00000333  x   0.99960128  =   0.99960460
 CK5928
 CK5928                          SUPERSEDED SURVEY CONTROL
 CK5928
 CK5928  NAD 83(1986)-  32 04 09.15191(N)    081 06 28.75133(W) AD(       ) 2
 CK5928  NGVD 29 (10/08/91)   10.3    (m)           34.     (f) H LEVEL        
 CK5928
 CK5928.Superseded values are not recommended for survey control.
 CK5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5928.See file dsdata.txt to determine how the superseded data were derived.
 CK5928
 CK5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8980848112(NAD 83)
 CK5928_MARKER: DD = SURVEY DISK
 CK5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5928+STABILITY: SURFACE MOTION
 CK5928
 CK5928  HISTORY     - Date     Condition        Report By
 CK5928  HISTORY     - 1983     MONUMENTED       GADT
 CK5928
 CK5928                          STATION DESCRIPTION
 CK5928
 CK5928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5928'THE STATION IS LOCATED IN SAVANNAH.
 CK5928'
 CK5928'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5928'AND STATE ROUTE 21 (LYNES PARKWAY) IN SAVANNAH, GO EAST ALONG
 CK5928'INTERSTATE HIGHWAY 16 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF
 CK5928'STATE ROUTE 204 OVERHEAD CROSSING.  CONTINUE GOING EAST ALONG
 CK5928'INTERSTATE HIGHWAY 16 FOR 0.7 KM (0.45 MI) TO THE EXIT TO GUINNETT
 CK5928'STREET AND THE STATION NEAR THE EXIT.
 CK5928'
 CK5928'THE STATION IS A STANDARD GADT DISK
 CK5928'STAMPED---025-225 RM 1 1983---,
 CK5928'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5928'FLUSH WITH GROUND.  IT IS LOCATED
 CK5928'14.34 METERS (47 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 CK5928'HIGHWAY,
 CK5928'25 METERS (82 FT) EAST-NORTHEAST FROM LIGHT POLE NO C 028,
 CK5928'14.93 METERS (49 FT) SOUTHWEST FROM ANOTHER LIGHT POLE NO C 026,
 CK5928'10.06 METERS (33 FT) NORTH FROM THE CENTERLINE OF EXIT RAMP NO 36,
 CK5928'AND
 CK5928'0.8 METER (2.6 FT) SOUTH FROM A METAL WITNESS POST.
 CK5928'
 CK5928'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5928'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5928'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5928'
 CK5928'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5929 ***********************************************************************
 CK5929  DESIGNATION -  BV 025 226
 CK5929  PID         -  CK5929
 CK5929  STATE/COUNTY-  GA/CHATHAM
 CK5929  USGS QUAD   -  SAVANNAH (1978)
 CK5929
 CK5929                         *CURRENT SURVEY CONTROL
 CK5929  ___________________________________________________________________
 CK5929* NAD 83(1994)-  32 04 52.65123(N)    081 04 49.93599(W)     ADJUSTED  
 CK5929* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 CK5929  ___________________________________________________________________
 CK5929  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CK5929  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 CK5929
 CK5929  HORZ ORDER  -  SECOND
 CK5929
 CK5929.The horizontal coordinates were established by classical geodetic methods
 CK5929.and adjusted by the National Geodetic Survey in September 1997..
 CK5929
 CK5929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5929
 CK5929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5929
 CK5929.The geoid height was determined by GEOID03.
 CK5929
 CK5929;                    North         East     Units Scale Factor Converg.
 CK5929;SPC GA E     -   231,246.434   302,533.520   MT  1.00002961   +0 34 36.9
 CK5929;SPC GA E     -   758,681.01    992,562.06   sFT  1.00002961   +0 34 36.9
 CK5929;SPC SC       -    27,504.610   601,995.135   MT  1.00017366   -0 02 40.7
 CK5929;SPC SC       -    90,238.22  1,975,049.66   iFT  1.00017366   -0 02 40.7
 CK5929;UTM  17      - 3,549,449.194   492,399.495   MT  0.99960071   -0 02 34.0
 CK5929
 CK5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5929!SPC GA E     -   1.00000441  x   1.00002961  =   1.00003402
 CK5929!SPC SC       -   1.00000441  x   1.00017366  =   1.00017807
 CK5929!UTM  17      -   1.00000441  x   0.99960071  =   0.99960512
 CK5929
 CK5929|---------------------------------------------------------------------|
 CK5929| PID    Reference Object                     Distance      Geod. Az  |
 CK5929|                                                           dddmmss.s |
 CK5929| CK5930 BV 025 226 AZ MK                    347.848 METERS 23429     |
 CK5929| CK3975 SAVANNAH FIRST IND PRESB SPIRE      APPROX. 1.3 KM 2464806.7 |
 CK5929| CK3984 SAVANNAH CITY HALL DOME             APPROX. 1.0 KM 2685932.8 |
 CK5929| CK5931 BV 025 226 RM 1                      24.536 METERS 31125     |
 CK5929|---------------------------------------------------------------------|
 CK5929
 CK5929                          SUPERSEDED SURVEY CONTROL
 CK5929
 CK5929  NAD 83(1986)-  32 04 52.66607(N)    081 04 49.95032(W) AD(       ) 2
 CK5929  NGVD 29 (10/08/91)    3.4    (m)           11.     (f) VERT ANG       
 CK5929
 CK5929.Superseded values are not recommended for survey control.
 CK5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5929.See file dsdata.txt to determine how the superseded data were derived.
 CK5929
 CK5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9239949449(NAD 83)
 CK5929_MARKER: DD = SURVEY DISK
 CK5929_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CK5929+WITH SETTING: PAVEMENT
 CK5929_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK5929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5929+STABILITY: SURFACE MOTION
 CK5929
 CK5929  HISTORY     - Date     Condition        Report By
 CK5929  HISTORY     - 1983     MONUMENTED       GADT
 CK5929  HISTORY     - 19961120 MARK NOT FOUND   SCGS
 CK5929  HISTORY     - 19961231 MARK NOT FOUND   USPSQD
 CK5929  HISTORY     - 20040911 MARK NOT FOUND   USPSQD
 CK5929
 CK5929                          STATION DESCRIPTION
 CK5929
 CK5929'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5929'THE STATION IS LOCATED APPROXIMATELY 1.6 KM (1 MI) EAST FROM
 CK5929'SAVANNAH, ON HUTCHINSON ISLAND AT THE CORP OF ENGINEERS DEPOT.
 CK5929'OWNERSHIP--CORP OF ENGINEERS.
 CK5929'
 CK5929'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5929'AND U.S. HIGHWAYS 80 AND 17 SPUR IN SAVANNAH, GO NORTH ALONG
 CK5929'U.S. HIGHWAYS 80 AND 17 SPUR FOR 0.6 KM (0.4 MI) TO THE JUNCTION
 CK5929'OF OGLETHORPE AVENUE CROSSING.  TURN LEFT GOING WEST ALONG
 CK5929'OGLETHORPE AVENUE FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF U.S.
 CK5929'HIGHWAY 17 ALT.  TURN RIGHT GOING NORTHERLY ALONG U.S. HIGHWAY 17
 CK5929'ALT FOR 2.3 KM (1.4 MI) TO THE NORTHEAST END OF THE TALMADGE
 CK5929'MEMORIAL BRIDGE AND THE JUNCTION OF PAVED COUNTY ROAD 744 CROSSING
 CK5929'AND A SIGN HUTCHINSON ISLAND. TURN RIGHT GOING AROUND THE LOOP
 CK5929'FOR 1 KM (0.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 744 CROSSING.
 CK5929'TURN LEFT GOING EASTERLY ALONG COUNTY ROAD 744 TO ITS TERMINATION
 CK5929'AT THE CORP OF ENGINEERS DEPOT AND THE STATION ON A LOADING
 CK5929'PLATFORM AT THE SOUTH END OF THE OFFICE BUILDING.
 CK5929'
 CK5929'THE STATION IS A STANDARD GADT DISK
 CK5929'STAMPED---025-226 1983---,
 CK5929'SET INTO A 1 INCH DRILL HOLE IN A CONCRETE SLAB FLUSH WITH THE
 CK5929'SURFACE OF THE CONCRETE SLAB.
 CK5929'IT IS LOCATED
 CK5929'1.1 METERS (3.6 FT) NORTH FROM THE INSIDE EDGE FROM THE WALL OF
 CK5929'THE LOADING PLATFORM,
 CK5929'1.22 METERS (4 FT) WEST FROM THE INSIDE EDGE OF THE WALL,
 CK5929'10.48 METERS (34.4 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 CK5929'OF THE CORP OF ENGINEERS DEPOT,
 CK5929'1.83 METERS (6 FT) NORTH FROM A METAL WITNESS POST, AND
 CK5929'16.76 METERS (55 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT.
 CK5929'
 CK5929'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5929'STAMPED---025-226 RM 1 1983---,
 CK5929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5929'FLUSH WITH GROUND.  IT IS LOCATED
 CK5929'3.45 METERS (11.3 FT) WEST FROM THE SOUTHWEST CORNER OF THE CORP
 CK5929'OF ENGINEERS BUILDING,
 CK5929'0.94 METER (3.1 FT) SOUTH FROM A CHAIN LINK FENCE,
 CK5929'1.65 METERS (5.4 FT) EAST-SOUTHEAST FROM THE EAST GATE POST, AND
 CK5929'1.08 METERS (3.6 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CK5929'
 CK5929'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5929'STAMPED---025-226 AZ MK 1983---,
 CK5929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5929'FLUSH WITH GROUND.  IT IS LOCATED
 CK5929'6.1 METERS (20 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE CURBE ON
 CK5929'THE SOUTH SIDE OF RIVER STREET,
 CK5929'2.29 METERS (7.5 FT) NORTH FROM THE NORTH CORNER FROM A BRICK
 CK5929'BUILDING,
 CK5929'4.57 METERS (15 FT) SOUTH FROM A MAN HOLE COVER PROJECTING 4
 CK5929'INCHES,
 CK5929'8.29 METERS (27.2 FT) SOUTH-SOUTHEAST FROM AN IRON FENCE, AND
 CK5929'0.77 METER (2.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 CK5929'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5929'STAMPED---025-226 AZ MK 1983---,
 CK5929'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 CK5929'TO REACH AZIMUTH MARK FROM THE SAVANNAH CITY HALL AT THE JUNCTION
 CK5929'OF BAY AND BULL STREETS IN SAVANNAH, GO EAST ALONG BAY STREET
 CK5929'FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF BROAD STREET TO THE RIGHT.
 CK5929'CONTINUE GOING EAST ALONG BAY STREET FOR 0.15 KM (0.1 MI) TO THE
 CK5929'JUNCTION OF RIVER STREET REVERSE FORKING TO THE LEFT (IMMEDIATELY
 CK5929'AFTER PASSING THE SAVANNAH ELECTRIC POWER COMPANY OFFICE).  TURN
 CK5929'LEFT GOING WESTERLY ALONG RIVER STREET FOR 0.15 KM (0.1 MI) TO
 CK5929'THE POWER COMPANY BUILDING AND THE STATION ON THE LEFT NEAR THE
 CK5929'CORNER.
 CK5929'
 CK5929'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5929'
 CK5929'DESCRIBED BY T.B. KNIGHT.
 CK5929
 CK5929                          STATION RECOVERY (1996)
 CK5929
 CK5929'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5929'NOT RECOVERED, STATION AND REFERENCE MARKS LED TO AN AREA WITH A
 CK5929'RECONSTRUCTED CONCRETE DOCK, PRESUMED DESTROYED.  RECOVERY BY R.W.
 CK5929'ROBERTS.
 CK5929
 CK5929                          STATION RECOVERY (1996)
 CK5929
 CK5929'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5929'MARK NOT FOUND.
 CK5929
 CK5929                          STATION RECOVERY (2004)
 CK5929
 CK5929'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK5929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5930 ***********************************************************************
 CK5930  DESIGNATION -  BV 025 226 AZ MK
 CK5930  PID         -  CK5930
 CK5930  STATE/COUNTY-  GA/CHATHAM
 CK5930  USGS QUAD   -  SAVANNAH (1978)
 CK5930
 CK5930                         *CURRENT SURVEY CONTROL
 CK5930  ___________________________________________________________________
 CK5930* NAD 83(1994)-  32 04 46.08953(N)    081 05 00.73109(W)     ADJUSTED  
 CK5930* NAVD 88     -         4.     (meters)      13.     (feet)  VERTCON   
 CK5930  ___________________________________________________________________
 CK5930  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CK5930  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CK5930
 CK5930  HORZ ORDER  -  SECOND
 CK5930
 CK5930.The horizontal coordinates were established by classical geodetic methods
 CK5930.and adjusted by the National Geodetic Survey in September 1997..
 CK5930.No horizontal observational check was made to the station.
 CK5930
 CK5930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5930
 CK5930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5930
 CK5930.The geoid height was determined by GEOID03.
 CK5930
 CK5930;                    North         East     Units Scale Factor Converg.
 CK5930;SPC GA E     -   231,041.476   302,252.455   MT  1.00002890   +0 34 31.1
 CK5930;SPC GA E     -   758,008.58    991,639.93   sFT  1.00002890   +0 34 31.1
 CK5930;SPC SC       -    27,302.685   601,711.822   MT  1.00017453   -0 02 46.7
 CK5930;SPC SC       -    89,575.74  1,974,120.15   iFT  1.00017453   -0 02 46.7
 CK5930;UTM  17      - 3,549,247.375   492,116.351   MT  0.99960077   -0 02 39.7
 CK5930
 CK5930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5930!SPC GA E     -   1.00000431  x   1.00002890  =   1.00003321
 CK5930!SPC SC       -   1.00000431  x   1.00017453  =   1.00017884
 CK5930!UTM  17      -   1.00000431  x   0.99960077  =   0.99960508
 CK5930
 CK5930                          SUPERSEDED SURVEY CONTROL
 CK5930
 CK5930  NAD 83(1986)-  32 04 46.10425(N)    081 05 00.74533(W) AD(       ) 2
 CK5930  NGVD 29 (10/08/91)    4.     (m)           13.     (f) VERT ANG       
 CK5930
 CK5930.Superseded values are not recommended for survey control.
 CK5930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5930.See file dsdata.txt to determine how the superseded data were derived.
 CK5930
 CK5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9211649247(NAD 83)
 CK5930_MARKER: DD = SURVEY DISK
 CK5930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5930_STAMPING: 025-026 AZ MK 1983
 CK5930_MARK LOGO: GADT  
 CK5930_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5930+STABILITY: SURFACE MOTION
 CK5930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5930+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 CK5930
 CK5930  HISTORY     - Date     Condition        Report By
 CK5930  HISTORY     - 1983     MONUMENTED       GADT
 CK5930  HISTORY     - 19961118 GOOD             SCGS
 CK5930  HISTORY     - 19961124 MARK NOT FOUND   USPSQD
 CK5930  HISTORY     - 20040911 MARK NOT FOUND   USPSQD
 CK5930
 CK5930                          STATION DESCRIPTION
 CK5930
 CK5930'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5930'THE STATION IS LOCATED APPROXIMATELY 0.1 KM (0.05 MI)
 CK5930'EAST-SOUTHEAST FROM THE SAVANNAH CITY HALL ON THE SAVANNAH
 CK5930'ELECTRIC POWER COMPANY.
 CK5930'OWNERSHIP--SAVANNAH ELECTRIC POWER COMPANY.
 CK5930'
 CK5930'TO REACH THE STATION FROM THE SAVANNAH CITY HALL AT THE JUNCTION
 CK5930'OF BAY AND BULL STREETS, GO EAST ALONG BAY STREET FOR 0.6 KM (0.4
 CK5930'MI) TO THE JUNCTION OF BROAD STREET TO THE RIGHT.  CONTINUE GOING
 CK5930'EAST ALONG BAY STREET FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF RIVER
 CK5930'STREET REVERSE FORKING TO THE LEFT (IMMEDIATELY AFTER PASSING THE
 CK5930'SAVANNAH ELECTRIC POWER COMPANY OFFICE).  TURN LEFT GOING
 CK5930'WESTERLY ALONG RIVER STREET FOR 0.15 KM (0.1 MI) TO THE CORNER OF
 CK5930'THE ELECTRIC POWER COMPANY BUILDING AND THE STATION ON THE LEFT.
 CK5930'
 CK5930'THE STATION IS A STANDARD GADT DISK
 CK5930'STAMPED---025-226 AZ MK 1983---,
 CK5930'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5930'FLUSH WITH GROUND.  IT IS LOCATED
 CK5930'6.1 METERS (20 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE CURB ON
 CK5930'THE SOUTH SIDE OF RIVER STREET,
 CK5930'2.29 METERS (7.5 FT) NORTH FROM THE NORTH CORNER OF A BRICK
 CK5930'BUILDING,
 CK5930'4.57 METERS (15 FT) SOUTH FROM A MANHOLE COVER PROJECTING 4
 CK5930'INCHES,
 CK5930'8.29 METERS (27.2 FT) SOUTH-SOUTHEAST FROM AN IRON FENCE, AND
 CK5930'0.77 METER (2.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 CK5930'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5930'STAMPED---025-226 AZ MK 1983---,
 CK5930'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK5930'
 CK5930'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5930'
 CK5930'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP, CHATHAM
 CK5930'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5930'
 CK5930'DESCRIBED BY T.B. KNIGHT.
 CK5930
 CK5930                          STATION RECOVERY (1996)
 CK5930
 CK5930'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5930'STATION IS LOCATED IN SAVANNAH.  OWNERSHIP--SAVANNAH ELECTRIC.  TO
 CK5930'REACH THE STATION FROM THE JUNCTION OVERPASS OF THE EAST END OF
 CK5930'INTERSTATE 16 AND A PAVED ROAD (MARTIN LUTHER KING JR.  BOULEVARD) ON
 CK5930'THE WEST SIDE OF SAVANNAH, GO NORTH NORTHEAST ON MARTIN LUTHER KING
 CK5930'JR.  BOULEVARD FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF U.S.  HIGHWAY
 CK5930'80 (BAY STREET) , TURN RIGHT ON BAY STREET FOR 0.95 MILE (1.53 KM) TO
 CK5930'A PAVED REVERSE FORK LEFT (RIVER STREET) , TURN LEFT ON RIVER STREET
 CK5930'FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR THE NORTH CORNER
 CK5930'OF THE SAVANNAH ELECTRIC COMPANY BUILDING.  STATION IS A CONCRETE POST
 CK5930'RECESSED 0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) ABOVE RIVER STREET,
 CK5930'20.0 FEET (6.1 M) SOUTH SOUTHWEST OF THE SOUTH CURB OF RIVERS STREET,
 CK5930'7.5 NORTH OF THE NORTH CORNER OF THE BRICK BUILDING, 27.0 FEET (8.2 M)
 CK5930'SOUTH SOUTHEAST OF AN IRON FENCE LINE, 15.0 FEET (4.6 M) SOUTH OF A
 CK5930'MANHOLE COVER.  RECOVERED BY R.W.  ROBERTS.
 CK5930
 CK5930                          STATION RECOVERY (1996)
 CK5930
 CK5930'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5930'MARK NOT FOUND.
 CK5930
 CK5930                          STATION RECOVERY (2004)
 CK5930
 CK5930'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK5930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5932 ***********************************************************************
 CK5932  DESIGNATION -  BV 025 228
 CK5932  PID         -  CK5932
 CK5932  STATE/COUNTY-  GA/CHATHAM
 CK5932  USGS QUAD   -  SAVANNAH (1978)
 CK5932
 CK5932                         *CURRENT SURVEY CONTROL
 CK5932  ___________________________________________________________________
 CK5932* NAD 83(1994)-  32 04 54.35358(N)    081 02 14.37907(W)     ADJUSTED  
 CK5932* NAVD 88     -         1.66   (+/-2cm)       5.4    (feet)  VERTCON   
 CK5932  ___________________________________________________________________
 CK5932  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CK5932  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CK5932
 CK5932  HORZ ORDER  -  SECOND
 CK5932  VERT ORDER  -  THIRD (See Below)
 CK5932
 CK5932.The horizontal coordinates were established by classical geodetic methods
 CK5932.and adjusted by the National Geodetic Survey in September 1997..
 CK5932
 CK5932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5932.The vertical order pertains to the NGVD 29 superseded value.
 CK5932
 CK5932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5932
 CK5932.The geoid height was determined by GEOID03.
 CK5932
 CK5932;                    North         East     Units Scale Factor Converg.
 CK5932;SPC GA E     -   231,340.764   306,612.364   MT  1.00004013   +0 35 59.6
 CK5932;SPC GA E     -   758,990.49  1,005,944.06   sFT  1.00004013   +0 35 59.6
 CK5932;SPC SC       -    27,554.729   606,075.328   MT  1.00017344   -0 01 14.5
 CK5932;SPC SC       -    90,402.65  1,988,436.12   iFT  1.00017344   -0 01 14.5
 CK5932;UTM  17      - 3,549,499.382   496,477.349   MT  0.99960015   -0 01 11.4
 CK5932
 CK5932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5932!SPC GA E     -   1.00000465  x   1.00004013  =   1.00004478
 CK5932!SPC SC       -   1.00000465  x   1.00017344  =   1.00017809
 CK5932!UTM  17      -   1.00000465  x   0.99960015  =   0.99960480
 CK5932
 CK5932|---------------------------------------------------------------------|
 CK5932| PID    Reference Object                     Distance      Geod. Az  |
 CK5932|                                                           dddmmss.s |
 CK5932| CK5934 BV 025 228 RM 2                     114.170 METERS 11911     |
 CK5932| CK5933 BV 025 228 RM 1                      18.512 METERS 20405     |
 CK5932|---------------------------------------------------------------------|
 CK5932
 CK5932                          SUPERSEDED SURVEY CONTROL
 CK5932
 CK5932  NAD 83(1986)-  32 04 54.36997(N)    081 02 14.39315(W) AD(       ) 2
 CK5932  NGVD 29 (10/08/91)    1.94   (m)            6.4    (f) LEVELING    3  
 CK5932
 CK5932.Superseded values are not recommended for survey control.
 CK5932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5932.See file dsdata.txt to determine how the superseded data were derived.
 CK5932
 CK5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9647749499(NAD 83)
 CK5932_MARKER: DD = SURVEY DISK
 CK5932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5932_STAMPING: 025 228 1983
 CK5932_MARK LOGO: GADT  
 CK5932_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5932+STABILITY: SURFACE MOTION
 CK5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5932+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 CK5932
 CK5932  HISTORY     - Date     Condition        Report By
 CK5932  HISTORY     - 1983     MONUMENTED       GADT
 CK5932  HISTORY     - 19961119 GOOD             SCGS
 CK5932
 CK5932                          STATION DESCRIPTION
 CK5932
 CK5932'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5932'THE STATION IS LOCATED IN SAVANNAH ABOUT 4.8 KM (3 MI) EAST
 CK5932'FROM THE CITY HALL AT FORT JACKSON.
 CK5932'OWNERSHIP--STATE OF GEORGIA, UNDER CONTROL OF THE COASTAL
 CK5932'HERITAGE SOCIETY, DIRECTOR SCOTT SMITH, PERMISSION GRANTED BY
 CK5932'DEBORAH LOWREY, TELEPHONE NUMBER 912-232-3945.
 CK5932'
 CK5932'TO REACH THE STATION FROM THE CITY HALL IN SAVANNAH AT THE
 CK5932'JUNCTION OF BAY STREET AND BULL STREET, GO EAST ALONG
 CK5932'BAY STREET FOR 0.7 KM (0.45 MI) TO THE JUNCTION
 CK5932'OF EAST BROAD STREET TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG
 CK5932'EAST BROAD STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF U.S.
 CK5932'HIGHWAY 80 (PRESIDENT STREET ) CROSSING.  TURN LEFT GOING EAST
 CK5932'ALONG U.S. HIGHWAY 80 FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF
 CK5932'PENNSYLVANIA ROAD TO THE RIGHT.  CONTINUE GOING EAST ALONG
 CK5932'U.S. HIGHWAY 80 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF WOODCOCK
 CK5932'ROAD (COUNTY ROAD 754) TO THE LEFT AND A SIGN FORT JACKSON.  TURN
 CK5932'LEFT GOING NORTHERLY ALONG COUNTY ROAD 754 FOR 1.1 KM (0.7 MI)
 CK5932'TO THE JUNCTION OF A DRIVEWAY AHEAD AND COUNTY ROAD 754 TO THE
 CK5932'RIGHT.  TURN RIGHT CROSSING THE RAILROAD TRACKS AND CONTINUE
 CK5932'GOING NORTHERLY ALONG COUNTY ROAD 754 FOR 1.1 KM (0.7 MI) TO THE
 CK5932'JUNCTION OF THE ENTRANCE DRIVEWAY TO THE PARK.  THE STATION IS
 CK5932'LOCATED ABOUT 300 FEET NORTHWEST OF THE ENTRANCE AT THE EDGE
 CK5932'OF THE RIVER AND NEAR A SMALL FISHING DOCK.
 CK5932'
 CK5932'THE STATION IS A STANDARD GADT DISK
 CK5932'STAMPED---025-228 1983---,
 CK5932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5932'FLUSH WITH THE SURFACE OF THE GROUND.
 CK5932'IT IS LOCATED
 CK5932'6.1 METERS (20 FT) EAST FROM THE EAST CORNER OF THE DOCK WHERE
 CK5932'DOCK AND STEPS MEET,
 CK5932'4.27 METERS (14 FT) SOUTHEAST FROM THE TOP OF A RIPRAP RIVER BANK,
 CK5932'16.77 METERS (55 FT) EAST-NORTHEAST FROM THE WEST END OF A CHAIN
 CK5932'LINK FENCE, AND
 CK5932'16.21 METERS (53.2 FT) NORTHEAST FROM THE CHAIN LINK FENCE.
 CK5932'
 CK5932'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5932'STAMPED---025-228 1983---,
 CK5932'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 CK5932'SURFACE OF THE GROUND.
 CK5932'
 CK5932'REFERENCE MARK 1 IS A STANDARD GADT DISK
 CK5932'STAMPED---025-228 RM 1 1983---,
 CK5932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5932'FLUSH WITH THE SURFACE OF THE GROUND.
 CK5932'IT IS LOCATED
 CK5932'16.76 METERS (55 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER
 CK5932'OF THE DOCK WHERE DOCK AND STEPS MEET,
 CK5932'1.00 METER (3.3 FT) EAST-NORTHEAST FROM A  CHAIN LINK FENCE,
 CK5932'14.39 METERS (47.2 FT) SOUTH-SOUTHEAST FROM THE WEST END OF THE
 CK5932'CHAINLINK FENCE.
 CK5932'
 CK5932'REFERENCE MARK 2  IS A STANDARD GADT DISK
 CK5932'STAMPED---025-228 RM 2 1983---,
 CK5932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5932'RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 CK5932'IT IS LOCATED
 CK5932'3.39 METERS (14.4 FT) SOUTH-SOUTHEAST FROM A CONCRETE POST AT THE
 CK5932'NORTH END OF A FENCE MADE WITH CONCRETE POSTS AND A CHAIN,
 CK5932'5.61 METERS (18.4 FT) NORTH-NORTHEAST FROM THE
 CK5932'CONCRETE CORNER FENCE POST,
 CK5932'5.85 METERS (19.2 FT) NORTH FROM NGS BENCH MARK 867 0678 B 1979,
 CK5932'AND 3.65 METERS (12 FT) NORTHWEST FROM A CHINA BERRY TREE.
 CK5932'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5932'STAMPED---025-228 RM 2 1983---,
 CK5932'SET INTO AN IRREGULAR MASS OF CONCRETE 1.06 METER
 CK5932'BELOW THE SURFACE OF THE GROUND.
 CK5932'
 CK5932'REFERENCE MARK 2 IS LOCATED ABOUT 150 FT EAST-NORTHEAST FROM THE
 CK5932'ENTRANCE NEAR THE CORNER OF THE PARKING LOT BY THE CONCRETE POST
 CK5932'FENCE.
 CK5932'
 CK5932'HEIGHT OF LIGHT ABOVE THE MARK 1.50 METERS.
 CK5932'
 CK5932'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5932'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5932'
 CK5932'DESCRIBED BY T.B. KNIGHT.
 CK5932
 CK5932                          STATION RECOVERY (1996)
 CK5932
 CK5932'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5932'STATION IS LOCATED 3.4 MILES (5.5 KM) EAST OF SAVANNAH.
 CK5932'OWNERSHIP--NATIONAL PARK SERVICE.  TO REACH THE STATION FROM THE
 CK5932'JUNCTION OVERPASS OF THE EAST END OF INTERSTATE 16 AND A PAVED ROAD
 CK5932'(MARTIN LUTHER KING JR.  BOULEVARD) ON THE WEST SIDE OF SAVANNAH, GO
 CK5932'NORTH NORTHEAST ON MARTIN LUTHER KING JR.  BOULEVARD FOR 0.6 MILE (1.0
 CK5932'KM) TO THE JUNCTION OF A PAVED ROAD (BAY STREET) , TURN RIGHT ON BAY
 CK5932'STREET FOR 1.05 MILES (1.69 KM) TO THE JUNCTION OF A PAVED ROAD
 CK5932'(PRESIDENT STREET) , BEAR LEFT ON PRESIDENT STREET FOR 1.9 MILES (3.1
 CK5932'KM) TO THE JUNCTION OF A PAVED ROAD LEFT (ENTRANCE ROAD FOR FORT
 CK5932'JACKSON PARK) , TURN LEFT ON THE PAVED ROAD FOR 0.45 MILE (0.72 KM) TO
 CK5932'A PAVED FORK, BEAR RIGHT ON PAVED ROAD FOR 0.7 MILE (1.1 KM) TO THE
 CK5932'PARKING AREA FOR FORT JACKSON PARK, PROCEED LEFT (NORTHWEST) FOR 300
 CK5932'FEET (91.4 M) TO THE STATION AHEAD NEAR A WOOD SHELTER AT THE EXTENDED
 CK5932'CENTER OF A GRANITE SIDEWALK LEADING FROM ADMISSION SHELTER.  STATION
 CK5932'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH A ROCK
 CK5932'WALKWAY, 44.5 FEET (13.6 M) NORTH NORTHEAST OF A FLAG POLE, 18.5 FEET
 CK5932'(5.6 M) EAST OF THE NORTHEAST END OF STEPS TO A DOCK, 8.7 FEET (2.7 M)
 CK5932'WEST SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PLATFORM FOR A
 CK5932'LARGE CANNON, 7.3 FEET (2.2 M) NORTHWEST OF THE NORTH CORNER OF A
 CK5932'CONCRETE PAD FOR A SMALL SHELTER.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5934 ***********************************************************************
 CK5934  DESIGNATION -  BV 025 228 RM 2
 CK5934  PID         -  CK5934
 CK5934  STATE/COUNTY-  GA/CHATHAM
 CK5934  USGS QUAD   -  SAVANNAH (1978)
 CK5934
 CK5934                         *CURRENT SURVEY CONTROL
 CK5934  ___________________________________________________________________
 CK5934* NAD 83(1994)-  32 04 52.54590(N)    081 02 10.57843(W)     ADJUSTED  
 CK5934* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 CK5934  ___________________________________________________________________
 CK5934  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CK5934  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CK5934
 CK5934  HORZ ORDER  -  SECOND
 CK5934
 CK5934.The horizontal coordinates were established by classical geodetic methods
 CK5934.and adjusted by the National Geodetic Survey in September 1997..
 CK5934.No horizontal observational check was made to the station.
 CK5934
 CK5934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5934
 CK5934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5934
 CK5934.The geoid height was determined by GEOID03.
 CK5934
 CK5934;                    North         East     Units Scale Factor Converg.
 CK5934;SPC GA E     -   231,286.128   306,712.617   MT  1.00004039   +0 36 01.6
 CK5934;SPC GA E     -   758,811.24  1,006,272.98   sFT  1.00004039   +0 36 01.6
 CK5934;SPC SC       -    27,499.003   606,174.997   MT  1.00017368   -0 01 12.4
 CK5934;SPC SC       -    90,219.83  1,988,763.11   iFT  1.00017368   -0 01 12.4
 CK5934;UTM  17      - 3,549,443.689   496,576.961   MT  0.99960014   -0 01 09.4
 CK5934
 CK5934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5934!SPC GA E     -   1.00000443  x   1.00004039  =   1.00004482
 CK5934!SPC SC       -   1.00000443  x   1.00017368  =   1.00017811
 CK5934!UTM  17      -   1.00000443  x   0.99960014  =   0.99960457
 CK5934
 CK5934                          SUPERSEDED SURVEY CONTROL
 CK5934
 CK5934  NAD 83(1986)-  32 04 52.56235(N)    081 02 10.59254(W) AD(       ) 2
 CK5934  NGVD 29 (10/08/91)    3.     (m)           10.     (f) VERT ANG       
 CK5934
 CK5934.Superseded values are not recommended for survey control.
 CK5934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5934.See file dsdata.txt to determine how the superseded data were derived.
 CK5934
 CK5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9657749444(NAD 83)
 CK5934_MARKER: DD = SURVEY DISK
 CK5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5934+STABILITY: SURFACE MOTION
 CK5934
 CK5934  HISTORY     - Date     Condition        Report By
 CK5934  HISTORY     - 1983     MONUMENTED       GADT
 CK5934  HISTORY     - 19961120 MARK NOT FOUND   USPSQD
 CK5934
 CK5934                          STATION DESCRIPTION
 CK5934
 CK5934'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5934'THE STATION IS LOCATED IN SAVANNAH ABOUT 4.8 KM (3 MI) EAST
 CK5934'FROM THE SAVANNAH CITY HALL.
 CK5934'OWNERSHIP--STATE OF GEORGIA, UNDER CONTROL OF THE COASTAL HERITAGE
 CK5934'SOCIETY, DIRECTOR SCOTT SMITH, PERMISSION GRANTED BY DEBORAH
 CK5934'LOWREY, TELEPHONE 912-232-3945.
 CK5934'
 CK5934'TO REACH THE STATION FROM THE SAVANNAH CITY HALL AT THE JUNCTION
 CK5934'OF BAY STREET AND BULL STREET, GO EAST ALONG BAY STREET FOR 0.7
 CK5934'KM (0.45 MI) TO THE JUNCTION OF EAST BROAD STREET TO THE RIGHT.
 CK5934'TURN RIGHT GOING SOUTH ALONG EAST BROAD STREET FOR 0.4 KM (0.25
 CK5934'MI) TO THE JUNCTION OF U.S. HIGHWAY 80 (PRESIDENT STREET)
 CK5934'CROSSING.  TURN LEFT GOING EAST ALONG U.S. HIGHWAY 80 FOR 2.6 KM
 CK5934'(1.6 MI) TO THE JUNCTION OF PENNSYLVANIA ROAD TO THE RIGHT.
 CK5934'CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 0.7 KM (0.45 MI)
 CK5934'TO THE JUNCTION OF WOODCOCK ROAD (COUNTY ROAD 754) TO THE LEFT
 CK5934'AT A SIGN FORT JACKSON.  TURN LEFT GOING NORTHERLY ALONG COUNTY
 CK5934'ROAD 754 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF A DRIVEWAY
 CK5934'CONTINUING STRAIGHT AHEAD AND COUNTY ROAD 754 TURNING TO THE
 CK5934'RIGHT.  TURN RIGHT CROSSING THE RAILROAD TRACKS AND CONTINUE
 CK5934'GOING NORTHERLY ALONG COUNTY ROAD 754 FOR 1.1 KM (0.7 MI) TO
 CK5934'THE DRIVEWAY ENTRANCE TO THE FORT JACKSON PARK.  THE STATION IS
 CK5934'ABOUT 45.7 METERS (150 FT) EAST-NORTHEAST FROM THE ENTRANCE
 CK5934'NEAR THE CORNER OF THE PARKING LOT AT A FENCE OF CONCRETE POSTS
 CK5934'
 CK5934'THE STATION IS A STANDARD GADT DISK
 CK5934'STAMPED---025-228 RM 2 1983---,
 CK5934'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5934'RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 CK5934'IT IS LOCATED
 CK5934'3.39 METERS (14.4 FT) SOUTH-SOUTHEAST FROM THE NORTH END CONCRETE
 CK5934'POST OF THE CONCRETE POST FENCE,
 CK5934'5.61 METERS (18.4 FT) NORTH-NORTHEAST FROM THE CONCRETE POST
 CK5934'FENCE CORNER,
 CK5934'5.85 METERS (19.2 FT) NORTH FROM NGS BENCH MARK 867 0678 B 1979,
 CK5934'AND 3.65 METERS (12 FT) NORTHWEST FROM A CHINA BERRY TREE.
 CK5934'
 CK5934'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5934'STAMPED---025-228 RM 2 1983---,
 CK5934'SET INTO AN IRREGULAR MASS OF CONCRETE
 CK5934'1.06 METERS BELOW THE SURFACE OF THE GROUND.
 CK5934'
 CK5934'HEIGHT OF LIGHT ABOVE THE MARK 1.50 METERS.
 CK5934'
 CK5934'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5934'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5934'
 CK5934'DESCRIBED BY T.B. KNIGHT.
 CK5934
 CK5934                          STATION RECOVERY (1996)
 CK5934
 CK5934'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5935 ***********************************************************************
 CK5935  DESIGNATION -  BV 025 229
 CK5935  PID         -  CK5935
 CK5935  STATE/COUNTY-  GA/CHATHAM
 CK5935  USGS QUAD   -  SAVANNAH (1978)
 CK5935
 CK5935                         *CURRENT SURVEY CONTROL
 CK5935  ___________________________________________________________________
 CK5935* NAD 83(1994)-  32 04 12.05993(N)    081 03 30.28900(W)     ADJUSTED  
 CK5935* NAVD 88     -         8.4    (meters)      28.     (feet)  VERTCON   
 CK5935  ___________________________________________________________________
 CK5935  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CK5935  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK5935
 CK5935  HORZ ORDER  -  SECOND
 CK5935
 CK5935.The horizontal coordinates were established by classical geodetic methods
 CK5935.and adjusted by the National Geodetic Survey in September 1997..
 CK5935
 CK5935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5935
 CK5935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5935
 CK5935.The geoid height was determined by GEOID03.
 CK5935
 CK5935;                    North         East     Units Scale Factor Converg.
 CK5935;SPC GA E     -   230,017.398   304,635.058   MT  1.00003498   +0 35 18.6
 CK5935;SPC GA E     -   754,648.75    999,456.85   sFT  1.00003498   +0 35 18.6
 CK5935;SPC SC       -    26,252.682   604,083.526   MT  1.00017906   -0 01 56.6
 CK5935;SPC SC       -    86,130.85  1,981,901.33   iFT  1.00017906   -0 01 56.6
 CK5935;UTM  17      - 3,548,198.045   494,486.719   MT  0.99960037   -0 01 51.7
 CK5935
 CK5935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5935!SPC GA E     -   1.00000358  x   1.00003498  =   1.00003856
 CK5935!SPC SC       -   1.00000358  x   1.00017906  =   1.00018264
 CK5935!UTM  17      -   1.00000358  x   0.99960037  =   0.99960395
 CK5935
 CK5935:                Primary Azimuth Mark                     Grid Az
 CK5935:SPC GA E     -  BV 025 229 AZ MK                         103 26 07.8
 CK5935:SPC SC       -  BV 025 229 AZ MK                         104 03 23.0
 CK5935:UTM  17      -  BV 025 229 AZ MK                         104 03 18.1
 CK5935
 CK5935|---------------------------------------------------------------------|
 CK5935| PID    Reference Object                     Distance      Geod. Az  |
 CK5935|                                                           dddmmss.s |
 CK5935| CK5936 BV 025 229 AZ MK                    463.846 METERS 1040126.4 |
 CK5935| CK5937 BV 025 229 RM 1                      16.270 METERS 12140     |
 CK5935|---------------------------------------------------------------------|
 CK5935
 CK5935                          SUPERSEDED SURVEY CONTROL
 CK5935
 CK5935  NAD 83(1986)-  32 04 12.07396(N)    081 03 30.30326(W) AD(       ) 2
 CK5935  NGVD 29 (10/08/91)    8.7    (m)           29.     (f) VERT ANG       
 CK5935
 CK5935.Superseded values are not recommended for survey control.
 CK5935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5935.See file dsdata.txt to determine how the superseded data were derived.
 CK5935
 CK5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9448748198(NAD 83)
 CK5935_MARKER: DD = SURVEY DISK
 CK5935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5935+STABILITY: SURFACE MOTION
 CK5935
 CK5935  HISTORY     - Date     Condition        Report By
 CK5935  HISTORY     - 1983     MONUMENTED       GADT
 CK5935  HISTORY     - 19961124 GOOD             USPSQD
 CK5935
 CK5935                          STATION DESCRIPTION
 CK5935
 CK5935'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5935'THE STATION IS LOCATED APPROXIMATELY 3.7 KM (2.3 MI)
 CK5935'EAST-SOUTHEAST FROM SAVANNAH, AND 3.9 KM (2.4 MI) NORTH-NORTHWEST
 CK5935'FROM THUNDERBOLT.
 CK5935'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5935'
 CK5935'TO REACH THE STATION FROM THE SAVANNAH CITY HALL ON BAY STREET, GO
 CK5935'EAST ALONG BAY STREET FOR 0.7 KM (0.45 ) TO THE JUNCTION OF
 CK5935'EAST BROAD STREET TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG EAST
 CK5935'BROAD STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF PRESIDENT
 CK5935'STREET CROSSING.  TURN LEFT GOING EAST ALONG PRESIDENT STREET FOR
 CK5935'2.4 KM (1.5 MI) TO THE JUNCTION OF GOBEL AVENUE TO THE RIGHT.
 CK5935'CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 0.1 KM (0.05 MI)
 CK5935'TO THE STATION ON THE RIGHT.
 CK5935'
 CK5935'THE STATION IS A STANDARD GADT DISK
 CK5935'STAMPED---025-229 GADT---,
 CK5935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5935'FLUSH WITH GROUND.  IT IS LOCATED
 CK5935'20.48 METERS (67.2 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK5935'U.S. HIGHWAY 80 (GOBEL AVENUE),
 CK5935'12.20 METERS (40 FT) SOUTHEAST FROM THE CENTER OF A MANHOLE COVER,
 CK5935'7.0 METERS (23 FT) NORTH-NORTHEAST FROM THE NORTH RAIL FROM THE
 CK5935'RAILROAD TRACKS,
 CK5935'21.4 METERS (70.2 FT) WEST FROM A TELEPHONE POLE, AND
 CK5935'1.37 METERS (4.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 CK5935'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5935'STAMPED---025-229 1983---,
 CK5935'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK5935'
 CK5935'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5935'STAMPED---025-229 RM 1 1983---,
 CK5935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5935'FLUSH WITH GROUND.  IT IS LOCATED
 CK5935'24.55 METERS (80.5 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY
 CK5935'80 (GOBEL AVENUE),
 CK5935'12.95 METERS (42.5 FT) SOUTHWEST FROM A TELEPHONE POLE,
 CK5935'2.98 METERS (9.8 FT) NORTH FROM THE NORTH RAIL FROM THE RAILROAD
 CK5935'TRACKS,
 CK5935'28.5 METERS (93.5 FT) SOUTHEAST FROM THE CENTER OF A MANHOLE
 CK5935'COVER, AND
 CK5935'0.76 METER (2.5 FT) NORTH FROM A METAL WITNESS POST.
 CK5935'MARK IS LEVEL WITH STATION.
 CK5935'
 CK5935'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5935'STAMPED---025-229 AZ MK 1983---,
 CK5935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5935'FLUSH WITH GROUND.  IT IS LOCATED
 CK5935'7.47 METERS (24.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK5935'U.S. HIGHWAY 80 (GOBEL AVENUE),
 CK5935'17.22 METERS (56.5 FT) WEST-NORTHWEST FROM A POWER POLE,
 CK5935'0.46 METER (1.5 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CK5935'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG GOBEL
 CK5935'AVENUE (U.S. HIGHWAY 80) FOR 0.5 KM (0.3 MI) TO THE OAK TREE TOWN
 CK5935'HOUSE APARTMENTS AND THE STATION ON THE LEFT.
 CK5935'
 CK5935'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5935'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5935'STAMPED---025-229 AZ MK 1983---,
 CK5935'SET INTO AN IRREGUALAR MASS OF CONCRETE 1.1 METERS BELOW THE
 CK5935'SURFACE OF THE GROUND.
 CK5935'
 CK5935'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5935'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5935'
 CK5935'DESCRIBED BY T.B. KNIGHT.
 CK5935
 CK5935                          STATION RECOVERY (1996)
 CK5935
 CK5935'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5936 ***********************************************************************
 CK5936  DESIGNATION -  BV 025 229 AZ MK
 CK5936  PID         -  CK5936
 CK5936  STATE/COUNTY-  GA/CHATHAM
 CK5936  USGS QUAD   -  SAVANNAH (1978)
 CK5936
 CK5936                         *CURRENT SURVEY CONTROL
 CK5936  ___________________________________________________________________
 CK5936* NAD 83(1994)-  32 04 08.41042(N)    081 03 13.13124(W)     ADJUSTED  
 CK5936* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 CK5936  ___________________________________________________________________
 CK5936  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CK5936  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 CK5936
 CK5936  HORZ ORDER  -  SECOND
 CK5936
 CK5936.The horizontal coordinates were established by classical geodetic methods
 CK5936.and adjusted by the National Geodetic Survey in September 1997..
 CK5936.No horizontal observational check was made to the station.
 CK5936
 CK5936.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5936
 CK5936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5936
 CK5936.The geoid height was determined by GEOID03.
 CK5936
 CK5936;                    North         East     Units Scale Factor Converg.
 CK5936;SPC GA E     -   229,909.619   305,086.226   MT  1.00003615   +0 35 27.6
 CK5936;SPC GA E     -   754,295.14  1,000,937.06   sFT  1.00003615   +0 35 27.6
 CK5936;SPC SC       -    26,140.005   604,533.564   MT  1.00017955   -0 01 47.1
 CK5936;SPC SC       -    85,761.17  1,983,377.83   iFT  1.00017955   -0 01 47.1
 CK5936;UTM  17      - 3,548,085.444   494,936.499   MT  0.99960032   -0 01 42.5
 CK5936
 CK5936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5936!SPC GA E     -   1.00000348  x   1.00003615  =   1.00003963
 CK5936!SPC SC       -   1.00000348  x   1.00017955  =   1.00018303
 CK5936!UTM  17      -   1.00000348  x   0.99960032  =   0.99960380
 CK5936
 CK5936                          SUPERSEDED SURVEY CONTROL
 CK5936
 CK5936  NAD 83(1986)-  32 04 08.42438(N)    081 03 13.14551(W) AD(       ) 2
 CK5936  NGVD 29 (10/08/91)    9.     (m)           30.     (f) VERT ANG       
 CK5936
 CK5936.Superseded values are not recommended for survey control.
 CK5936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5936.See file dsdata.txt to determine how the superseded data were derived.
 CK5936
 CK5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9493648085(NAD 83)
 CK5936_MARKER: DD = SURVEY DISK
 CK5936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5936+STABILITY: SURFACE MOTION
 CK5936
 CK5936  HISTORY     - Date     Condition        Report By
 CK5936  HISTORY     - 1983     MONUMENTED       GADT
 CK5936
 CK5936                          STATION DESCRIPTION
 CK5936
 CK5936'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5936'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI)
 CK5936'EAST-SOUTHEAST FROM SAVANNAH, AND 4 KM (2.5 MI) NORTH-NORTHWEST FROM
 CK5936'THUNDERBOLT.
 CK5936'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5936'
 CK5936'TO REACH THE STATION FROM THE SAVANNAH CITY HALL ON BAY STREET,
 CK5936'GO EAST ALONG BAY STREET FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF
 CK5936'EAST BROAD STREET TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG
 CK5936'EAST BROAD STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF
 CK5936'PRESIDENT STREET CROSSING.  TURN LEFT GOING EAST ALONG PRESIDENT
 CK5936'STREET FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF GOBEL AVENUE TO
 CK5936'THE RIGHT.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 0.6 KM
 CK5936'(0.35 MI) TO THE OAK TREE TOWNHOUSE APARTMENTS AND THE STATION ON
 CK5936'THE LEFT.
 CK5936'
 CK5936'THE STATION IS A STANDARD GADT DISK
 CK5936'STAMPED---025-229 AZ MK 1983---,
 CK5936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5936'FLUSH WITH GROUND.  IT IS LOCATED
 CK5936'7.47 METERS (24.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK5936'U.S. HIGHWAY 80,
 CK5936'17.22 METERS (56.5 FT) WEST-NORTHWEST FROM A POWER POLE,
 CK5936'0.46 METER (1.5 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CK5936'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5936'STAMPED---025-229 AZ MK 1983---,
 CK5936'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CK5936'
 CK5936'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5936'
 CK5936'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5936'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5936'
 CK5936'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1791 ***********************************************************************
 BR1791  DESIGNATION -  BV 025 230
 BR1791  PID         -  BR1791
 BR1791  STATE/COUNTY-  GA/CHATHAM
 BR1791  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1791
 BR1791                         *CURRENT SURVEY CONTROL
 BR1791  ___________________________________________________________________
 BR1791* NAD 83(1994)-  31 56 05.20723(N)    081 06 02.70946(W)     ADJUSTED  
 BR1791* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 BR1791  ___________________________________________________________________
 BR1791  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BR1791  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 BR1791
 BR1791  HORZ ORDER  -  SECOND
 BR1791
 BR1791.The horizontal coordinates were established by classical geodetic methods
 BR1791.and adjusted by the National Geodetic Survey in September 1997..
 BR1791
 BR1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1791
 BR1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1791
 BR1791.The geoid height was determined by GEOID03.
 BR1791
 BR1791;                    North         East     Units Scale Factor Converg.
 BR1791;SPC GA E     -   214,981.485   300,785.299   MT  1.00002523   +0 33 49.9
 BR1791;SPC GA E     -   705,318.42    986,826.44   sFT  1.00002523   +0 33 49.9
 BR1791;UTM  17      - 3,533,210.991   490,476.643   MT  0.99960112   -0 03 11.9
 BR1791
 BR1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1791!SPC GA E     -   1.00000458  x   1.00002523  =   1.00002981
 BR1791!UTM  17      -   1.00000458  x   0.99960112  =   0.99960570
 BR1791
 BR1791                          SUPERSEDED SURVEY CONTROL
 BR1791
 BR1791  NAD 83(1986)-  31 56 05.22494(N)    081 06 02.72189(W) AD(       ) 2
 BR1791  NGVD 29 (10/08/91)    2.2    (m)            7.     (f) VERT ANG       
 BR1791
 BR1791.Superseded values are not recommended for survey control.
 BR1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1791.See file dsdata.txt to determine how the superseded data were derived.
 BR1791
 BR1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9047733211(NAD 83)
 BR1791_MARKER: DD = SURVEY DISK
 BR1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1791+STABILITY: SURFACE MOTION
 BR1791
 BR1791  HISTORY     - Date     Condition        Report By
 BR1791  HISTORY     - 1983     MONUMENTED       GADT
 BR1791
 BR1791                          STATION DESCRIPTION
 BR1791
 BR1791'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1791'THE STATION IS LOCATED APPROXIMATELY 11.9 KM (7.4 MI)
 BR1791'SOUTH-SOUTHWEST FROM THUNDERBOLT, 15.9 KM (9.9 MI) SOUTH
 BR1791'FROM SAVANNAH, AND 19.6 KM (12.2 MI) EAST FROM RICHMOND HILL.
 BR1791'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 BR1791'
 BR1791'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1791'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE) IN
 BR1791'SAVANNAH, GO EAST ALONG STATE ROUTE 21 FOR 1.45 KM (0.9 MI)
 BR1791'TO THE JUNCTION OF WATERS AVENUE CROSSING.  TURN RIGHT GOING
 BR1791'SOUTH ALONG WATERS AVENUE FOR 3.7 KM (2.3 MI) TO THE JUNCTION
 BR1791'OF MONTGOMERY ROAD CROSSING, AND THE TERMINATION OF WATERS
 BR1791'AVENUE WITH THE BEGGINING OF WHITFIELD AVENUE (DIAMOND CAUSEWAY).
 BR1791'CONTINUE GOING SOUTH ALONG WHITFIELD AVENUE (DIAMOND CAUSEWAY) FOR
 BR1791'4.3 KM (2.65 MI) TO THE JUNCTION OF FERGUSON AVENUE CROSSING.
 BR1791'TURN RIGHT GOING SOUTH ALONG FERGUSON AVENUE FOR 2 KM (1.25 MI)
 BR1791'TO THE JUNCTION OF SHIPYARD ROAD CROSSING.  TURN LEFT GOING
 BR1791'EASTERLY ALONG SHIPYARD ROAD FOR 0.9 KM (0.55 MI) TO THE JUNCTION
 BR1791'OF BEAULIEU AVENUE CONTINUING STRAIGHT AHEAD AND SHIPYARD ROAD
 BR1791'TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG SHIPYARD ROAD FOR
 BR1791'0.2 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BR1791'GOING EASTERLY ALONG SHIPYARD ROAD FOR 0.6 KM (0.35 MI) TO THE
 BR1791'STATION ON THE RIGHT.
 BR1791'
 BR1791'THE STATION IS A STANDARD GADT DISK
 BR1791'STAMPED---025-230 1983---,
 BR1791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1791'FLUSH WITH GROUND.  IT IS LOCATED
 BR1791'10.3 METERS (33.8 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR1791'ROAD,
 BR1791'18.9 METERS (62 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE
 BR1791'CABLE PEDESTAL NEXT TO A TELEPHONE POLE,
 BR1791'4.48 METERS (14.7 FT) SOUTHWEST FROM A PALM TREE,
 BR1791'10.67 METERS (35 FT) SOUTH FROM ANOTHER PALM TREE, AND
 BR1791'1.0 METER (3.25 FT) NORTHEAST FROM A WITNESS POST.
 BR1791'
 BR1791'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1791'STAMPED---025-230 RM 1 1983---,
 BR1791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1791'FLUSH WITH GROUND.  IT IS LOCATED
 BR1791'10.37 METERS (34 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR1791'39.1 METERS (128 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 BR1791'38.72 METERS (127 FT) NORTH-NORTHWEST FROM ANOTHER POWER POLE,
 BR1791'1.0 METER (3.25 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR1791'MARK IS LEVEL WITH STATION.
 BR1791'
 BR1791'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1791'STAMPED---025-230 AZ MK 1983---,
 BR1791'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1791'FLUSH WITH GROUND.  IT IS LOCATED
 BR1791'7.47 METERS (24.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR1791'ROAD,
 BR1791'14.23 METERS (46.7 FT) SOUTHEAST FROM AN 18 INCH LIVE OAK TREE,
 BR1791'1.89 METERS (6.2 FT) NORTH FROM A 24 INCH FORKED PINE TREE, AND
 BR1791'1.07 METERS (3.5 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BR1791'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1791'STAMPED---025-230 AZ MK 1983---,
 BR1791'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 BR1791'
 BR1791'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1791'
 BR1791'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1791'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1791'
 BR1791'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1792 ***********************************************************************
 BR1792  DESIGNATION -  BV 025 230 AZ MK
 BR1792  PID         -  BR1792
 BR1792  STATE/COUNTY-  GA/CHATHAM
 BR1792  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1792
 BR1792                         *CURRENT SURVEY CONTROL
 BR1792  ___________________________________________________________________
 BR1792* NAD 83(1994)-  31 56 14.73296(N)    081 06 17.39298(W)     ADJUSTED  
 BR1792* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 BR1792  ___________________________________________________________________
 BR1792  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 BR1792  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 BR1792
 BR1792  HORZ ORDER  -  SECOND
 BR1792
 BR1792.The horizontal coordinates were established by classical geodetic methods
 BR1792.and adjusted by the National Geodetic Survey in September 1997..
 BR1792.No horizontal observational check was made to the station.
 BR1792
 BR1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1792
 BR1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1792
 BR1792.The geoid height was determined by GEOID03.
 BR1792
 BR1792;                    North         East     Units Scale Factor Converg.
 BR1792;SPC GA E     -   215,271.098   300,396.745   MT  1.00002427   +0 33 42.3
 BR1792;SPC GA E     -   706,268.59    985,551.65   sFT  1.00002427   +0 33 42.3
 BR1792;UTM  17      - 3,533,504.647   490,091.394   MT  0.99960121   -0 03 19.6
 BR1792
 BR1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1792!SPC GA E     -   1.00000452  x   1.00002427  =   1.00002879
 BR1792!UTM  17      -   1.00000452  x   0.99960121  =   0.99960573
 BR1792
 BR1792                          SUPERSEDED SURVEY CONTROL
 BR1792
 BR1792  NAD 83(1986)-  31 56 14.75060(N)    081 06 17.40549(W) AD(       ) 2
 BR1792  NGVD 29 (10/08/91)    3.     (m)           10.     (f) VERT ANG       
 BR1792
 BR1792.Superseded values are not recommended for survey control.
 BR1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1792.See file dsdata.txt to determine how the superseded data were derived.
 BR1792
 BR1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9009133505(NAD 83)
 BR1792_MARKER: DD = SURVEY DISK
 BR1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1792+STABILITY: SURFACE MOTION
 BR1792
 BR1792  HISTORY     - Date     Condition        Report By
 BR1792  HISTORY     - 1983     MONUMENTED       GADT
 BR1792
 BR1792                          STATION DESCRIPTION
 BR1792
 BR1792'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1792'THE STATION IS LOCATED 11.6 KM (7.3 MI) SOUTH-SOUTHWEST FROM
 BR1792'THUNDERBOLT, 15.6 KM (9.7 MI) SOUTH FROM SAVANNAH, AND 19.3 KM
 BR1792'(12 MI) EAST FROM RICHMOND HILL.
 BR1792'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 BR1792'
 BR1792'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1792'(ABERCORN AVENUE) AND STATE ROUTE 21 (DERENNE AVENUE) IN
 BR1792'SAVANNAH, GO EAST ALONG STATE ROUTE 21 FOR 1.45 KM (0.9 MI)
 BR1792'TO THE JUNCTION OF WATERS AVENUE CROSSING.  TURN RIGHT
 BR1792'GOING SOUTH ALONG WATERS AVENUE FOR 3.7 KM (2.3 MI) TO THE
 BR1792'TERMINATION OF WATERS AVENUE AND THE BEGGINING OF WHITFIELD AVENUE
 BR1792'AT THE JUNCTION OF MONTGOMERY ROAD CROSSING.  CONTINUE GOING
 BR1792'SOUTH ALONG WHITFIELD AVENUE (DIAMOND CAUSEWAY) FOR 4.3 KM (2.65
 BR1792'MI) TO THE JUNCTION OF FERGUSON AVENUE CROSSING.  TURN RIGHT
 BR1792'GOING SOUTH ALONG FERGUSON AVENUE FOR 2 KM (1.25 MI) TO THE
 BR1792'JUNCTION OF SHIPYARD ROAD CROSSING.  TURN LEFT GOING EASTERLY
 BR1792'ALONG SHIPYARD ROAD FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF
 BR1792'BEAULIEU AVENUE AHEAD AND SHIPYARD ROAD TO THE LEFT.  TURN LEFT
 BR1792'GOING EASTERLY ALONG SHIPYARD ROAD FOR 0.2 KM (0.15 MI) TO THE
 BR1792'STATION ON THE RIGHT.
 BR1792'
 BR1792'THE STATION IS A STANDARD GADT DISK
 BR1792'STAMPED---025-230 AZ MK 1983---,
 BR1792'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1792'FLUSH WITH GROUND.  IT IS LOCATED
 BR1792'7.47 METERS (24.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR1792'ROAD,
 BR1792'14.23 METERS (46.7 FT) SOUTHEAST FROM AN 18 INCH LIVE OAK TREE,
 BR1792'1.89 METERS (6.2 FT) NORTH FROM A 24 INCH FORKED PINE TREE, AND
 BR1792'1.07 METERS (3.5 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BR1792'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1792'STAMPED---025-230 AZ MK 1983---,
 BR1792'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 BR1792'
 BR1792'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1792'
 BR1792'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1792'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1792'
 BR1792'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1793 ***********************************************************************
 BR1793  DESIGNATION -  BV 025 230 RM 1
 BR1793  PID         -  BR1793
 BR1793  STATE/COUNTY-  GA/CHATHAM
 BR1793  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1793
 BR1793                         *CURRENT SURVEY CONTROL
 BR1793  ___________________________________________________________________
 BR1793* NAD 83(1994)-  31 56 06.08302(N)    081 06 02.62838(W)     ADJUSTED  
 BR1793* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 BR1793  ___________________________________________________________________
 BR1793  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 BR1793  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 BR1793
 BR1793  HORZ ORDER  -  SECOND
 BR1793
 BR1793.The horizontal coordinates were established by classical geodetic methods
 BR1793.and adjusted by the National Geodetic Survey in September 1997..
 BR1793
 BR1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1793
 BR1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1793
 BR1793.The geoid height was determined by GEOID03.
 BR1793
 BR1793;                    North         East     Units Scale Factor Converg.
 BR1793;SPC GA E     -   215,008.482   300,787.164   MT  1.00002524   +0 33 50.0
 BR1793;SPC GA E     -   705,406.99    986,832.55   sFT  1.00002524   +0 33 50.0
 BR1793;UTM  17      - 3,533,237.954   490,478.797   MT  0.99960112   -0 03 11.8
 BR1793
 BR1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1793!SPC GA E     -   1.00000457  x   1.00002524  =   1.00002981
 BR1793!UTM  17      -   1.00000457  x   0.99960112  =   0.99960569
 BR1793
 BR1793                          SUPERSEDED SURVEY CONTROL
 BR1793
 BR1793  NAD 83(1986)-  31 56 06.10074(N)    081 06 02.64082(W) AD(       ) 2
 BR1793  NGVD 29 (10/08/91)    2.3    (m)            8.     (f) H LEVEL        
 BR1793
 BR1793.Superseded values are not recommended for survey control.
 BR1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1793.See file dsdata.txt to determine how the superseded data were derived.
 BR1793
 BR1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9047933238(NAD 83)
 BR1793_MARKER: DD = SURVEY DISK
 BR1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1793+STABILITY: SURFACE MOTION
 BR1793
 BR1793  HISTORY     - Date     Condition        Report By
 BR1793  HISTORY     - 1983     MONUMENTED       GADT
 BR1793
 BR1793                          STATION DESCRIPTION
 BR1793
 BR1793'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1793'THE STATION IS LOCATED APPROXIMATELY 11.9 KM (7.4 MI)
 BR1793'SOUTH-SOUTHWEST FROM THUNDERBOLT, 15.9 KM (9.9 MI) SOUTH FROM
 BR1793'SAVANNAH, AND 19.6 KM (12.2 MI) EAST FROM RICHMOND HILL.
 BR1793'OWNERSHIP--CHATHAM COUNTY RIGHT OF WAY.
 BR1793'
 BR1793'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1793'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE) IN
 BR1793'SAVANNAH, GO EAST ALONG STATE ROUTE 21 FOR 1.45 KM (0.9 MI)
 BR1793'TO THE JUNCTION OF WATERS AVENUE CROSSING.  TURN RIGHT GOING
 BR1793'SOUTH ALONG WATERS AVENUE FOR 3.7 KM (2.3 MI) TO THE JUNCTION
 BR1793'OF MONTGOMERY ROAD CROSSING AT THE TERMINATION OF WATERS
 BR1793'AVENUE AND THE BEGINING OF WHITFIELD AVENUE (DIAMOND CAUSEWAY).
 BR1793'CONTINUE GOING SOUTH ALONG WHITFIELD AVENUE FOR 4.3 KM (2.65 MI)
 BR1793'TO THE JUNCTION OF FERGUSON AVENUE CROSSING.  TURN RIGHT GOING
 BR1793'SOUTH ALONG FERGUSON AVENUE FOR 2 KM (1.25 MI) TO THE JUNCTION OF
 BR1793'SHIPYARD ROAD CROSSING.  TURN LEFT GOING EASTERLY ALONG SHIPYARD
 BR1793'ROAD FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF BEAULIEU AVENUE
 BR1793'CONTINUING STRAIGHT AHEAD, AND SHIPYARD ROAD TO THE LEFT.  TURN
 BR1793'LEFT GOING EASTERLY ALONG SHIPYARD ROAD FOR 0.8 KM (0.5 MI) TO
 BR1793'THE STATION ON THE LEFT.
 BR1793'
 BR1793'THE STATION IS A STANDARD GADT DISK
 BR1793'STAMPED---025-230 RM 1 1983---,
 BR1793'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1793'FLUSH WITH GROUND.  IT IS LOCATED
 BR1793'10.37 METERS (34 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR1793'39.1 METERS (128 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 BR1793'38.72 METERS (127 FT) NORTH-NORTHWEST FROM ANOTHER POWER POLE,
 BR1793'AND
 BR1793'1.0 METER (3.25 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR1793'
 BR1793'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1793'
 BR1793'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1793'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1793'
 BR1793'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5938 ***********************************************************************
 CK5938  DESIGNATION -  BV 025 231
 CK5938  PID         -  CK5938
 CK5938  STATE/COUNTY-  GA/CHATHAM
 CK5938  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5938
 CK5938                         *CURRENT SURVEY CONTROL
 CK5938  ___________________________________________________________________
 CK5938* NAD 83(1994)-  32 00 05.50046(N)    080 50 44.48108(W)     ADJUSTED  
 CK5938* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 CK5938  ___________________________________________________________________
 CK5938  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CK5938  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 CK5938
 CK5938  HORZ ORDER  -  SECOND
 CK5938
 CK5938.The horizontal coordinates were established by classical geodetic methods
 CK5938.and adjusted by the National Geodetic Survey in September 1997..
 CK5938
 CK5938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5938
 CK5938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5938
 CK5938.The geoid height was determined by GEOID03.
 CK5938
 CK5938;                    North         East     Units Scale Factor Converg.
 CK5938;SPC GA E     -   222,648.841   324,813.645   MT  1.00009206   +0 42 00.5
 CK5938;SPC GA E     -   730,473.74  1,065,659.43   sFT  1.00009206   +0 42 00.5
 CK5938;SPC SC       -    18,665.983   624,184.167   MT  1.00021268   +0 05 08.0
 CK5938;SPC SC       -    61,240.10  2,047,848.32   iFT  1.00021268   +0 05 08.0
 CK5938;UTM  17      - 3,540,615.451   514,575.247   MT  0.99960262   +0 04 54.4
 CK5938
 CK5938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5938!SPC GA E     -   1.00000422  x   1.00009206  =   1.00009628
 CK5938!SPC SC       -   1.00000422  x   1.00021268  =   1.00021690
 CK5938!UTM  17      -   1.00000422  x   0.99960262  =   0.99960684
 CK5938
 CK5938:                Primary Azimuth Mark                     Grid Az
 CK5938:SPC GA E     -  SAVANNAH BEACH MUNICIPAL TANK            017 23 46.7
 CK5938:SPC SC       -  SAVANNAH BEACH MUNICIPAL TANK            018 00 39.2
 CK5938:UTM  17      -  SAVANNAH BEACH MUNICIPAL TANK            018 00 52.8
 CK5938
 CK5938|---------------------------------------------------------------------|
 CK5938| PID    Reference Object                     Distance      Geod. Az  |
 CK5938|                                                           dddmmss.s |
 CK5938| CK3750 SAVANNAH BEACH MUNICIPAL TANK       APPROX. 1.1 KM 0180547.2 |
 CK5938| CK5939 BV 025 231 RM 1                      17.181 METERS 01930     |
 CK5938|---------------------------------------------------------------------|
 CK5938
 CK5938                          SUPERSEDED SURVEY CONTROL
 CK5938
 CK5938  NAD 83(1986)-  32 00 05.51551(N)    080 50 44.50187(W) AD(       ) 2
 CK5938  NGVD 29 (10/08/91)    5.0    (m)           16.     (f) VERT ANG       
 CK5938
 CK5938.Superseded values are not recommended for survey control.
 CK5938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5938.See file dsdata.txt to determine how the superseded data were derived.
 CK5938
 CK5938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1457540615(NAD 83)
 CK5938_MARKER: DD = SURVEY DISK
 CK5938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5938+STABILITY: SURFACE MOTION
 CK5938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5938+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004
 CK5938
 CK5938  HISTORY     - Date     Condition        Report By
 CK5938  HISTORY     - 1983     MONUMENTED       GADT
 CK5938  HISTORY     - 20021220 MARK NOT FOUND   USPSQD
 CK5938  HISTORY     - 20040613 GOOD             USPSQD
 CK5938
 CK5938                          STATION DESCRIPTION
 CK5938
 CK5938'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5938'THE STATION IS LOCATED ON TYBEE ISLAND.
 CK5938'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5938'
 CK5938'TO REACH THE STATION FROM THE CITY HALL IN TYBEE ISLAND, AT THE
 CK5938'JUNCTION OF U.S. HIGHWAY 80 AND 4TH STREET, GO SOUTH ALONG U.S.
 CK5938'HIGHWAY 80 FOR 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT IN
 CK5938'FRONT OF THE ROYAL PALM MOTEL.
 CK5938'
 CK5938'THE STATION IS A STANDARD GADT DISK
 CK5938'STAMPED---025-231 1983---,
 CK5938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK5938'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5938'IT IS LOCATED
 CK5938'10.06 METERS (33 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CK5938'15.24 METERS (50 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 CK5938'ROYAL PALMS MOTEL OFFICE BUILDING,
 CK5938'0.82 METER (2.7 FT) SOUTH FROM PARKING METER NO B 159, AND
 CK5938'8.05 METERS (26.4 FT) EAST FROM THE SWIMMING POOL FENCE.
 CK5938'
 CK5938'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5938'STAMPED---025-231 1983---,
 CK5938'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE
 CK5938'SURFACE OF THE GROUND.
 CK5938'
 CK5938'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5938'STAMPED---025-231 RM 1 1983---,
 CK5938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5938'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5938'IT IS LOCATED
 CK5938'9.97 METERS (32.7 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CK5938'4.18 METERS (13.7 FT) SOUTH FROM THE SOUTH CORNER FROM A DROP
 CK5938'INLET,
 CK5938'9.91 METERS (32.5 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 CK5938'11.8 METERS (38.7 FT) SOUTH FROM THE SOUTH CORNER OF THE SUNRISE
 CK5938'MOTEL.
 CK5938'
 CK5938'HEIGHT OF LIGHT SHOWN ABOVE THE MARK 1.50 METERS.
 CK5938'
 CK5938'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5938'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5938'
 CK5938'DESCRIBED BY T.B. KNIGHT.
 CK5938
 CK5938                          STATION RECOVERY (2002)
 CK5938
 CK5938'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK5938'MARK NOT FOUND.
 CK5938
 CK5938                          STATION RECOVERY (2004)
 CK5938
 CK5938'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK5938'THE REPORT OF APRIL 3 IS CORRECT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5940 ***********************************************************************
 CK5940  DESIGNATION -  BV 025 232
 CK5940  PID         -  CK5940
 CK5940  STATE/COUNTY-  GA/CHATHAM
 CK5940  USGS QUAD   -  TYBEE ISLAND NORTH (1978)
 CK5940
 CK5940                         *CURRENT SURVEY CONTROL
 CK5940  ___________________________________________________________________
 CK5940* NAD 83(1994)-  32 00 32.40822(N)    080 50 32.78538(W)     ADJUSTED  
 CK5940* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 CK5940  ___________________________________________________________________
 CK5940  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK5940  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CK5940
 CK5940  HORZ ORDER  -  SECOND
 CK5940
 CK5940.The horizontal coordinates were established by classical geodetic methods
 CK5940.and adjusted by the National Geodetic Survey in September 1997..
 CK5940
 CK5940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5940
 CK5940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5940
 CK5940.The geoid height was determined by GEOID03.
 CK5940
 CK5940;                    North         East     Units Scale Factor Converg.
 CK5940;SPC GA E     -   223,481.423   325,110.481   MT  1.00009298   +0 42 07.2
 CK5940;SPC GA E     -   733,205.30  1,066,633.30   sFT  1.00009298   +0 42 07.2
 CK5940;SPC SC       -    19,495.431   624,489.953   MT  1.00020894   +0 05 14.5
 CK5940;SPC SC       -    63,961.39  2,048,851.55   iFT  1.00020894   +0 05 14.5
 CK5940;UTM  17      - 3,541,444.374   514,880.902   MT  0.99960273   +0 05 00.7
 CK5940
 CK5940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5940!SPC GA E     -   1.00000412  x   1.00009298  =   1.00009710
 CK5940!SPC SC       -   1.00000412  x   1.00020894  =   1.00021306
 CK5940!UTM  17      -   1.00000412  x   0.99960273  =   0.99960685
 CK5940
 CK5940|---------------------------------------------------------------------|
 CK5940| PID    Reference Object                     Distance      Geod. Az  |
 CK5940|                                                           dddmmss.s |
 CK5940| CK3750 SAVANNAH BEACH MUNICIPAL TANK       252.658 METERS 01017     |
 CK5940| CK5941 BV 025 232 RM 1                      15.079 METERS 19822     |
 CK5940|---------------------------------------------------------------------|
 CK5940
 CK5940                          SUPERSEDED SURVEY CONTROL
 CK5940
 CK5940  NAD 83(1986)-  32 00 32.42309(N)    080 50 32.80627(W) AD(       ) 2
 CK5940  NGVD 29 (10/08/91)    5.6    (m)           18.     (f) VERT ANG       
 CK5940
 CK5940.Superseded values are not recommended for survey control.
 CK5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5940.See file dsdata.txt to determine how the superseded data were derived.
 CK5940
 CK5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1488141444(NAD 83)
 CK5940_MARKER: DD = SURVEY DISK
 CK5940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5940+STABILITY: SURFACE MOTION
 CK5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5940+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004
 CK5940
 CK5940  HISTORY     - Date     Condition        Report By
 CK5940  HISTORY     - 1983     MONUMENTED       GADT
 CK5940  HISTORY     - 20040404 MARK NOT FOUND   USPSQD
 CK5940  HISTORY     - 20040613 GOOD             USPSQD
 CK5940
 CK5940                          STATION DESCRIPTION
 CK5940
 CK5940'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5940'THE STATION IS LOCATED IN TYBEE ISLAND.
 CK5940'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5940'
 CK5940'THE STATION IS LOCATED NEAR THE CITY HALL IN TYBEE ISLAND AT THE
 CK5940'JUNCTION OF U.S. HIGHWAY 80 AND 4TH STREET.
 CK5940'
 CK5940'THE STATION IS A STANDARD GADT DISK
 CK5940'STAMPED---025-232 1983---,
 CK5940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5940'FLUSH WITH THE SURFACE OF THE GROUND.
 CK5940'IT IS LOCATED
 CK5940'10.52 METERS (34.50 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CK5940'HIGHWAY,
 CK5940'2.22 METERS (7.3 FT) NORTHWEST FROM A CONCRETE BLOCK FENCE,
 CK5940'14.6 METERS (47.9 FT) EAST FROM THE POINT OF INTERSECTION OF
 CK5940'THE CENTERLINES OF THE HIGHWAY AND 4TH STREET,
 CK5940'16.67 METERS (54.7 FT) NORTH-NORTHEAST FROM TELEPHONE POLE NO 509.
 CK5940'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5940'STAMPED---025-232 1983---,
 CK5940'SET INTO AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE
 CK5940'SURFACE OF THE GROUND.
 CK5940'
 CK5940'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK5940'STAMPED---025-232 RM 1 1983---,
 CK5940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5940'FLUSH WITH THE SURFACE OF THE GROUND.
 CK5940'IT IS LOCATED
 CK5940'1.53 METERS (5 FT) NORTH-NORTHEAST FROM TELEPHONE POLE NO 509,
 CK5940'2.01 METERS (6.6 FT) NORTHWEST FROM A CONCRETE BLOCK FENCE,
 CK5940'10.49 METERS (34.4 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CK5940'HIGHWAY, AND
 CK5940'20.88 METERS (68.5 FT) NORTH-NORTHEAST FROM THE POINT OF
 CK5940'INTERSECTION OF THE CENTERLINES OF THE SIDE WALK AND THE NORTH
 CK5940'ENTRANCE DRIVEWAY TO THE LADHA MOTEL.
 CK5940'
 CK5940'HEIGHT OF LIGHT ABOVE THE MARK 1.50 METERS.
 CK5940'
 CK5940'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5940'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5940'
 CK5940'DESCRIBED BY T.B. KNIGHT.
 CK5940
 CK5940                          STATION RECOVERY (2004)
 CK5940
 CK5940'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK5940'MARK NOT FOUND.
 CK5940
 CK5940                          STATION RECOVERY (2004)
 CK5940
 CK5940'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK5940'THE REPORT OF APRIL 3 IS CORRECT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5942 ***********************************************************************
 CK5942  DESIGNATION -  BV 025 233
 CK5942  PID         -  CK5942
 CK5942  STATE/COUNTY-  GA/CHATHAM
 CK5942  USGS QUAD   -  FORT PULASKI (1978)
 CK5942
 CK5942                         *CURRENT SURVEY CONTROL
 CK5942  ___________________________________________________________________
 CK5942* NAD 83(1994)-  32 00 56.56761(N)    080 52 52.50392(W)     ADJUSTED  
 CK5942* NAVD 88     -        10.6    (meters)      35.     (feet)  VERTCON   
 CK5942  ___________________________________________________________________
 CK5942  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CK5942  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK5942
 CK5942  HORZ ORDER  -  SECOND
 CK5942
 CK5942.The horizontal coordinates were established by classical geodetic methods
 CK5942.and adjusted by the National Geodetic Survey in September 1997..
 CK5942
 CK5942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5942
 CK5942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5942
 CK5942.The geoid height was determined by GEOID03.
 CK5942
 CK5942;                    North         East     Units Scale Factor Converg.
 CK5942;SPC GA E     -   224,181.315   321,434.589   MT  1.00008180   +0 40 53.6
 CK5942;SPC GA E     -   735,501.53  1,054,573.31   sFT  1.00008180   +0 40 53.6
 CK5942;SPC SC       -    20,234.838   620,821.348   MT  1.00020560   +0 03 57.0
 CK5942;SPC SC       -    66,387.26  2,036,815.45   iFT  1.00020560   +0 03 57.0
 CK5942;UTM  17      - 3,542,183.549   511,214.560   MT  0.99960155   +0 03 46.6
 CK5942
 CK5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5942!SPC GA E     -   1.00000328  x   1.00008180  =   1.00008508
 CK5942!SPC SC       -   1.00000328  x   1.00020560  =   1.00020888
 CK5942!UTM  17      -   1.00000328  x   0.99960155  =   0.99960483
 CK5942
 CK5942:                Primary Azimuth Mark                     Grid Az
 CK5942:SPC GA E     -  COCKSPUR LIGHTHOUSE                      008 02 35.0
 CK5942:SPC SC       -  COCKSPUR LIGHTHOUSE                      008 39 31.6
 CK5942:UTM  17      -  COCKSPUR LIGHTHOUSE                      008 39 42.0
 CK5942
 CK5942|---------------------------------------------------------------------|
 CK5942| PID    Reference Object                     Distance      Geod. Az  |
 CK5942|                                                           dddmmss.s |
 CK5942| CK3764 COCKSPUR LIGHTHOUSE                 APPROX. 0.8 KM 0084328.6 |
 CK5942| CK3750 SAVANNAH BEACH MUNICIPAL TANK       APPROX. 3.7 KM 0973538.0 |
 CK5942| CK5943 BV 025 233 AZ MK                    336.487 METERS 09939     |
 CK5942| CK5944 BV 025 233 RM 1                      20.389 METERS 27039     |
 CK5942|---------------------------------------------------------------------|
 CK5942
 CK5942                          SUPERSEDED SURVEY CONTROL
 CK5942
 CK5942  NAD 83(1986)-  32 00 56.58305(N)    080 52 52.52449(W) AD(       ) 2
 CK5942  NGVD 29 (10/08/91)   10.9    (m)           36.     (f) VERT ANG       
 CK5942
 CK5942.Superseded values are not recommended for survey control.
 CK5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5942.See file dsdata.txt to determine how the superseded data were derived.
 CK5942
 CK5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1121542184(NAD 83)
 CK5942_MARKER: DD = SURVEY DISK
 CK5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5942_STAMPING: 025-233 1983
 CK5942_MARK LOGO: GADT  
 CK5942_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5942+STABILITY: SURFACE MOTION
 CK5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK5942+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 CK5942
 CK5942  HISTORY     - Date     Condition        Report By
 CK5942  HISTORY     - 1983     MONUMENTED       GADT
 CK5942  HISTORY     - 19961119 GOOD             SCGS
 CK5942  HISTORY     - 20021220 MARK NOT FOUND   USPSQD
 CK5942  HISTORY     - 20040404 GOOD             USPSQD
 CK5942  HISTORY     - 20051205 GOOD             GADT
 CK5942
 CK5942                          STATION DESCRIPTION
 CK5942
 CK5942'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5942'THE STATION IS LOCATED ON THE NORTHWEST END OF TYBEE ISLAND.
 CK5942'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5942'
 CK5942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CK5942'THE ROAD TO FORT PULASKI, LOCATED ABOUT 3.6 KM (2.25 MI) WEST
 CK5942'FROM TYBEE ISLAND, GO EAST ALONG U.S. HIGHWAY 80 FOR 1.8 KM
 CK5942'(1.1 MI) TO THE EAST END OF LAZARETTO CREEK BRIDGE AND THE
 CK5942'STATION ON THE LEFT.
 CK5942'
 CK5942'THE STATION IS A STANDARD GADT DISK
 CK5942'STAMPED---025-233 1983---,
 CK5942'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 CK5942'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5942'IT IS LOCATED
 CK5942'22.5 METERS (6.86 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK5942'28.95 METERS (95 FT) EAST FROM THE NORTHEAST CORNER OF THE
 CK5942'EASTERN-MOST ENDING POST OF THE BRIDGE ON THE NORTH SIDE OF THE
 CK5942'HIGHWAY, AND
 CK5942'0.9 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 CK5942'
 CK5942'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5942'STAMPED---025-233 1983---,
 CK5942'SET IN AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE
 CK5942'OF THE GROUND.
 CK5942'
 CK5942'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK5942'STAMPED---025-233 RM 1 1983---,
 CK5942'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5942'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5942'IT IS LOCATED
 CK5942'5.34 METERS (17.5 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK5942'8.53 METERS (28 FT) EAST FROM THE NORTHEAST CORNER OF THE
 CK5942'EASTERN-MOST ENDING POST OF THE BRIDGE ON THE NORTH SIDE OF THE
 CK5942'HIGHWAY, AND
 CK5942'0.79 METER (2.6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST
 CK5942'SET AT THE GUARD RAIL.
 CK5942'
 CK5942'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 CK5942'STAMPED---025-233 AZ MK 1983---,
 CK5942'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5942'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5942'IT IS LOCATED
 CK5942'7.41 METERS (24.3 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK5942'65.07 METERS (213.5 FT) EAST FROM A POWER POLE, AND
 CK5942'0.61 METER (2 FT) SOUTH FROM A WITNESS POST SIGN ATTACHED TO
 CK5942'MILE POST NO 32.
 CK5942'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 CK5942'STAMPED---025-233 AZ MK 1983---,
 CK5942'IMBEDDED IN AN IRREGULAR MASS OF CONCRETE 1.1 METER BELOW THE
 CK5942'SURFACE OF THE GROUND.
 CK5942'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG
 CK5942'U.S. HIGHWAY 80 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 CK5942'
 CK5942'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5942'
 CK5942'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5942'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5942'
 CK5942'DESCRIBED BY T.B. KNIGHT.
 CK5942
 CK5942                          STATION RECOVERY (1996)
 CK5942
 CK5942'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5942'STATION IS LOCATED 13.15 MILES (21.16 KM) EAST SOUTHEAST OF SAVANNAH,
 CK5942'ON THE NORTHWEST SIDE OF TYBEE ISLAND.  OWNERSHIP--GEORGIA RIGHT OF
 CK5942'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26
 CK5942'(VICTORY DRIVE) , 204 (ABERCORN STREET) AND U.S.  HIGHWAY 80, ON THE
 CK5942'EAST SIDE OF SAVANNAH, GO EAST SOUTHEAST ON HIGHWAYS 80 AND 26 FOR
 CK5942'12.95 MILES (20.84 KM) TO THE ENTRANCE OF FORT PULASKI NATIONAL
 CK5942'MONUMENT ON THE LEFT, CONTINUE FOR ON HIGHWAYS 80 AND 26 FOR 1.1 MILES
 CK5942'(1.8 KM) TO THE EAST END OF LAZARETTO CREEK BRIDGE AND THE STATION ON
 CK5942'THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND
 CK5942'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 67.0 FEET (20.4 M) WEST OF
 CK5942'REFERENCE MARK BV 025 233 RM 1, 27.5 FEET (8.4 M) NORTH NORTHEAST OF
 CK5942'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 97.0 FEET (29.6 M)
 CK5942'EAST OF THE NORTHEAST CORNER OF THE BRIDGE, 2.8 FEET (0.9 M) NORTH
 CK5942'NORTHEAST OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE WITH SURVEY
 CK5942'STATION BV 025 233 AZ MK.  RECOVERED BY R.W.  ROBERTS.
 CK5942
 CK5942                          STATION RECOVERY (2002)
 CK5942
 CK5942'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK5942'MARK NOT FOUND.
 CK5942
 CK5942                          STATION RECOVERY (2004)
 CK5942
 CK5942'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK5942'RECOVERED IN GOOD CONDITION.
 CK5942
 CK5942                          STATION RECOVERY (2005)
 CK5942
 CK5942'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 CK5942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5943 ***********************************************************************
 CK5943  DESIGNATION -  BV 025 233 AZ MK
 CK5943  PID         -  CK5943
 CK5943  STATE/COUNTY-  GA/CHATHAM
 CK5943  USGS QUAD   -  FORT PULASKI (1978)
 CK5943
 CK5943                         *CURRENT SURVEY CONTROL
 CK5943  ___________________________________________________________________
 CK5943* NAD 83(1994)-  32 00 54.73684(N)    080 52 39.86363(W)     ADJUSTED  
 CK5943* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 CK5943  ___________________________________________________________________
 CK5943  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CK5943  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK5943
 CK5943  HORZ ORDER  -  SECOND
 CK5943
 CK5943.The horizontal coordinates were established by classical geodetic methods
 CK5943.and adjusted by the National Geodetic Survey in September 1997..
 CK5943.No horizontal observational check was made to the station.
 CK5943
 CK5943.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5943
 CK5943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5943
 CK5943.The geoid height was determined by GEOID03.
 CK5943
 CK5943;                    North         East     Units Scale Factor Converg.
 CK5943;SPC GA E     -   224,128.874   321,766.992   MT  1.00008280   +0 41 00.2
 CK5943;SPC GA E     -   735,329.48  1,055,663.87   sFT  1.00008280   +0 41 00.2
 CK5943;SPC SC       -    20,178.822   621,153.209   MT  1.00020586   +0 04 04.0
 CK5943;SPC SC       -    66,203.48  2,037,904.23   iFT  1.00020586   +0 04 04.0
 CK5943;UTM  17      - 3,542,127.550   511,546.218   MT  0.99960164   +0 03 53.3
 CK5943
 CK5943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5943!SPC GA E     -   1.00000411  x   1.00008280  =   1.00008691
 CK5943!SPC SC       -   1.00000411  x   1.00020586  =   1.00020997
 CK5943!UTM  17      -   1.00000411  x   0.99960164  =   0.99960575
 CK5943
 CK5943                          SUPERSEDED SURVEY CONTROL
 CK5943
 CK5943  NAD 83(1986)-  32 00 54.75226(N)    080 52 39.88424(W) AD(       ) 2
 CK5943  NGVD 29 (10/08/91)    6.     (m)           20.     (f) VERT ANG       
 CK5943
 CK5943.Superseded values are not recommended for survey control.
 CK5943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5943.See file dsdata.txt to determine how the superseded data were derived.
 CK5943
 CK5943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR1154642128(NAD 83)
 CK5943_MARKER: DD = SURVEY DISK
 CK5943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5943_STAMPING: 025-233 AZ MK 1983
 CK5943_MARK LOGO: GADT  
 CK5943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK5943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5943+STABILITY: SURFACE MOTION
 CK5943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5943+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 CK5943
 CK5943  HISTORY     - Date     Condition        Report By
 CK5943  HISTORY     - 1983     MONUMENTED       GADT
 CK5943  HISTORY     - 19961119 GOOD             SCGS
 CK5943  HISTORY     - 20021220 MARK NOT FOUND   USPSQD
 CK5943  HISTORY     - 20040404 GOOD             USPSQD
 CK5943  HISTORY     - 20040613 GOOD             USPSQD
 CK5943  HISTORY     - 20051205 GOOD             GADT
 CK5943
 CK5943                          STATION DESCRIPTION
 CK5943
 CK5943'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5943'THE STATION IS LOCATED ON THE NORTHWEST END OF TYBEE ISLAND.
 CK5943'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5943'
 CK5943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80, AND
 CK5943'THE ROAD TO FORT PULASKI STATE PARK, LOCATED ABOUT 3.6 KM (2.25
 CK5943'MI) WEST FROM TYBEE ISLAND, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CK5943'1.8 KM (1.1 MI) TO THE EAST END OF THE BRIDGE OVER LAZARETTO
 CK5943'CREEK.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 0.4 KM
 CK5943'(0.25 MI) TO THE STATION ON THE RIGHT.
 CK5943'
 CK5943'THE STATION IS A STANDARD GADT DISK
 CK5943'STAMPED---025-233 AZ MK 1983---,
 CK5943'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5943'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5943'IT IS LOCATED
 CK5943'7.41 METERS (24.3 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK5943'65.07 METERS (213.5 FT) EAST FROM A POWER POLE, AND
 CK5943'0.61 METER (2 FT) SOUTH FROM A WITNESS POST SIGN ATTACHED TO MILE
 CK5943'POST NO 32.
 CK5943'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 CK5943'STAMPED---025-233 AZ MK 1983---,
 CK5943'SET IN AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 CK5943'SURFACE OF THE GROUND.
 CK5943'
 CK5943'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5943'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5943'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5943'
 CK5943'DESCRIBED BY T.B. KNIGHT.
 CK5943
 CK5943                          STATION RECOVERY (1996)
 CK5943
 CK5943'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK5943'STATION IS LOCATED 13.2 MILES (21.2 KM) EAST SOUTHEAST OF SAVANNAH, ON
 CK5943'THE NORTHWEST SIDE OF TYBEE ISLAND.  OWNERSHIP--GEORGIA RIGHT OF WAY.
 CK5943'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 (VICTORY
 CK5943'DRIVE) , 204 (ABERCORN STREET) AND U.S.  HIGHWAY 80, ON THE EAST SIDE
 CK5943'OF SAVANNAH, GO EAST SOUTHEAST ON HIGHWAYS 80 AND 26 FOR 12.95 MILES
 CK5943'(20.84 KM) TO THE ENTRANCE OF FORT PULASKI NATIONAL MONUMENT ON THE
 CK5943'LEFT, CONTINUE FOR ON HIGHWAYS 80 AND 26 FOR 1.3 MILES (2.1 KM) TO A
 CK5943'PAVED ROAD RIGHT, CONTINUE ON HIGHWAYS 80 AND 26 FOR 0.05 MILE (0.08
 CK5943'KM) TO THE STATION ON THE RIGHT.  STATION IS A CONCRETE POST RECESSED
 CK5943'0.1 FOOT (3.0 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 213.5 FEET
 CK5943'(65.1 M) EAST OF A POWER POLE WITH A TRANSFORMER AND THREE GUY WIRES,
 CK5943'24.3 FEET (7.4 M) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE
 CK5943'HIGHWAY, 222.5 FEET (67.8 M) EAST OF A 13-FOOT TYBEE ISLAND SIGN, 41.6
 CK5943'FEET (12.7 M) SOUTH OF A WITNESS POST.  NOTE-STATION IS INTERVISIBLE
 CK5943'WITH SURVEY STATION BV 025 233.  RECOVERED BY R.W.  ROBERTS.
 CK5943
 CK5943                          STATION RECOVERY (2002)
 CK5943
 CK5943'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK5943'MARK NOT FOUND.
 CK5943
 CK5943                          STATION RECOVERY (2004)
 CK5943
 CK5943'RECOVERY NOTE BY US POWER SQUADRON 2004 (RM)
 CK5943'RECOVERED IN GOOD CONDITION.
 CK5943
 CK5943                          STATION RECOVERY (2004)
 CK5943
 CK5943'RECOVERY NOTE BY US POWER SQUADRON 2004
 CK5943'THE REPORT OF APRIL 3 IS CORRECT
 CK5943
 CK5943                          STATION RECOVERY (2005)
 CK5943
 CK5943'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 CK5943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5945 ***********************************************************************
 CK5945  DESIGNATION -  BV 025 234
 CK5945  PID         -  CK5945
 CK5945  STATE/COUNTY-  GA/CHATHAM
 CK5945  USGS QUAD   -  SAVANNAH (1978)
 CK5945
 CK5945                         *CURRENT SURVEY CONTROL
 CK5945  ___________________________________________________________________
 CK5945* NAD 83(1994)-  32 00 18.39431(N)    081 00 05.97891(W)     ADJUSTED  
 CK5945* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 CK5945  ___________________________________________________________________
 CK5945  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CK5945  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CK5945
 CK5945  HORZ ORDER  -  FIRST
 CK5945
 CK5945.The horizontal coordinates were established by classical geodetic methods
 CK5945.and adjusted by the National Geodetic Survey in September 1997..
 CK5945
 CK5945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5945
 CK5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5945
 CK5945.The geoid height was determined by GEOID03.
 CK5945
 CK5945;                    North         East     Units Scale Factor Converg.
 CK5945;SPC GA E     -   222,876.527   310,071.300   MT  1.00004937   +0 37 03.0
 CK5945;SPC GA E     -   731,220.74  1,017,292.26   sFT  1.00004937   +0 37 03.0
 CK5945;SPC SC       -    19,052.336   609,443.041   MT  1.00021089   -0 00 03.3
 CK5945;SPC SC       -    62,507.66  1,999,485.04   iFT  1.00021089   -0 00 03.3
 CK5945;UTM  17      - 3,541,002.048   499,843.136   MT  0.99960000   -0 00 03.2
 CK5945
 CK5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5945!SPC GA E     -   1.00000455  x   1.00004937  =   1.00005392
 CK5945!SPC SC       -   1.00000455  x   1.00021089  =   1.00021544
 CK5945!UTM  17      -   1.00000455  x   0.99960000  =   0.99960455
 CK5945
 CK5945|---------------------------------------------------------------------|
 CK5945| PID    Reference Object                     Distance      Geod. Az  |
 CK5945|                                                           dddmmss.s |
 CK5945| CK5946 BV 025 234 RM 1                      19.739 METERS 08433     |
 CK5945| CK6146 SAVANNAH STATE COL LARGE TANK       APPROX. 5.7 KM 2922338.5 |
 CK5945| CK6147 SAVANNAH STATE COL SMALL TANK       APPROX. 5.7 KM 2930042.1 |
 CK5945| CK6160 THUNDERBOLT MUN TANK                APPROX. 5.6 KM 3013927.6 |
 CK5945|---------------------------------------------------------------------|
 CK5945
 CK5945                          SUPERSEDED SURVEY CONTROL
 CK5945
 CK5945  NAD 83(1986)-  32 00 18.40863(N)    081 00 05.99886(W) AD(       ) 1
 CK5945  NGVD 29 (10/08/91)    2.6    (m)            9.     (f) VERT ANG       
 CK5945
 CK5945.Superseded values are not recommended for survey control.
 CK5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5945.See file dsdata.txt to determine how the superseded data were derived.
 CK5945
 CK5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9984341002(NAD 83)
 CK5945_MARKER: DD = SURVEY DISK
 CK5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5945+STABILITY: SURFACE MOTION
 CK5945
 CK5945  HISTORY     - Date     Condition        Report By
 CK5945  HISTORY     - 1983     MONUMENTED       GADT
 CK5945  HISTORY     - 19950426 GOOD             USPSQD
 CK5945
 CK5945                          STATION DESCRIPTION
 CK5945
 CK5945'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5945'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) EAST-SOUTHEAST FROM
 CK5945'THUNDERBOLT, 14.5 KM (9 MI) WEST FROM TYBEE ISLAND, AND 12.5 KM
 CK5945'(7.75 MI) SOUTHEAST FROM SAVANNAH AND ON THE WEST SIDE OF
 CK5945'WILMINGTON ISLAND AT THE SHERATON MOTEL.
 CK5945'OWNERSHIP--SHERATON INN MOTEL, PERMISSION GRANTED BY
 CK5945'VARIAN ARAKELIAN, GENERAL MANAGER, TELEPHONE 912-897-1612.
 CK5945'
 CK5945'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CK5945'STATE ROUTE 367 ABOUT 0.4 KM (0.25 MI) WEST FROM THE TYBEE RIVER
 CK5945'BRIDGE, GO SOUTHWEST ALONG STATE ROUTE 367 FOR 3.1 KM (1.95 MI)
 CK5945'TO THE JUNCTION OF WILMINGTON ISLAND ROAD TO THE LEFT.  TURN LEFT
 CK5945'GOING SOUTHERLY ALONG WILMINGTON ISLAND ROAD FOR 1.9 KM (1.2 MI)
 CK5945'TO THE JUNCTION OF THE ENTRANCE TO THE SHERATON SAVANNAH INN
 CK5945'STRAIGHT AHEAD AND THE ROAD TURNING SHARPLY TO THE LEFT.
 CK5945'CONTINUE GOING SOUTH ALONG THE DRIVEWAY ENTRANCE TO THE SHERATON
 CK5945'SAVANNAH INN FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF ANOTHER
 CK5945'DRIVEWAY ENTRANCE TO THE PARKING LOT TO THE RIGHT.  CONTINUE
 CK5945'GOING SOUTHWEST ACROSS THE PARKING LOT FOR 0.1 KM (0.05 MI) TO
 CK5945'THE SOUTH SIDE OF A HELICOPTER LANDING PAD AND THE STATION NEAR
 CK5945'THE WATERS EDGE.
 CK5945'
 CK5945'THE STATION IS A STANDARD GADT DISK
 CK5945'STAMPED---025-234 1983---,
 CK5945'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5945'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5945'IT IS LOCATED
 CK5945'3.68 METERS (12.1 FT) EAST FROM THE WEST END OF A CHAINLINK
 CK5945'FENCE THAT ENDS AT THE EDGE OF THE RIVER,
 CK5945'16.46 METERS (54 FT) NORTHWEST FROM A 30 INCH WATER OAK,
 CK5945'3.6 METERS (11.8 FT) WEST-SOUTHWEST FROM A 15 INCH PINE TREE,
 CK5945'0.7 METER (2.3 FT) SOUTH-SOUTHEAST FROM A CHAIN LINK FENCE, AND
 CK5945'0.86 METER (2.8 FT) SOUTH FROM A METAL WITNESS POST.
 CK5945'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5945'STAMPED---025-234 1983---,
 CK5945'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK5945'OF THE GROUND.
 CK5945'
 CK5945'REFERENCE MARK 1 IS A STANDARD GADT DISK
 CK5945'SAMPED---025-234 1983 RM 1---,
 CK5945'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5945'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5945'IT IS LOCATED
 CK5945'7.8 METERS (25.6 FT) EAST FROM THE WEST END OF A CHAINLINK FENCE,
 CK5945'23.48 METERS (77 FT) SOUTH-SOUTHEAST FROM THE CHAINLINK FENCE
 CK5945'AROUND THE HELICOPTER PAD,
 CK5945'3.84 METERS (12.6 FT) NORTHEAST FROM AN 18 INCH PECAN TREE, AND
 CK5945'0.79 METER (2.6 FT) NORTH FROM A METAL WITNESS POST.
 CK5945'
 CK5945'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5945'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5945'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5945'
 CK5945'DESCRIBED BY T.B. KNIGHT.
 CK5945
 CK5945                          STATION RECOVERY (1995)
 CK5945
 CK5945'RECOVERY NOTE BY US POWER SQUADRON 1995
 CK5945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1794 ***********************************************************************
 BR1794  DESIGNATION -  BV 025 235
 BR1794  PID         -  BR1794
 BR1794  STATE/COUNTY-  GA/CHATHAM
 BR1794  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1794
 BR1794                         *CURRENT SURVEY CONTROL
 BR1794  ___________________________________________________________________
 BR1794* NAD 83(1994)-  31 59 59.56141(N)    081 02 51.44351(W)     ADJUSTED  
 BR1794* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 BR1794  ___________________________________________________________________
 BR1794  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BR1794  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 BR1794
 BR1794  HORZ ORDER  -  SECOND
 BR1794
 BR1794.The horizontal coordinates were established by classical geodetic methods
 BR1794.and adjusted by the National Geodetic Survey in September 1997..
 BR1794
 BR1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1794
 BR1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1794
 BR1794.The geoid height was determined by GEOID03.
 BR1794
 BR1794;                    North         East     Units Scale Factor Converg.
 BR1794;SPC GA E     -   222,250.563   305,734.469   MT  1.00003783   +0 35 35.0
 BR1794;SPC GA E     -   729,167.06  1,003,063.84   sFT  1.00003783   +0 35 35.0
 BR1794;UTM  17      - 3,540,423.180   495,501.728   MT  0.99960025   -0 01 30.9
 BR1794
 BR1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1794!SPC GA E     -   1.00000448  x   1.00003783  =   1.00004231
 BR1794!UTM  17      -   1.00000448  x   0.99960025  =   0.99960472
 BR1794
 BR1794                          SUPERSEDED SURVEY CONTROL
 BR1794
 BR1794  NAD 83(1986)-  31 59 59.57806(N)    081 02 51.46215(W) AD(       ) 2
 BR1794  NGVD 29 (10/08/91)    3.0    (m)           10.     (f) VERT ANG       
 BR1794
 BR1794.Superseded values are not recommended for survey control.
 BR1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1794.See file dsdata.txt to determine how the superseded data were derived.
 BR1794
 BR1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9550240423(NAD 83)
 BR1794_MARKER: DD = SURVEY DISK
 BR1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1794+STABILITY: SURFACE MOTION
 BR1794
 BR1794  HISTORY     - Date     Condition        Report By
 BR1794  HISTORY     - 1983     MONUMENTED       GADT
 BR1794  HISTORY     - 19960206 GOOD             USPSQD
 BR1794  HISTORY     - 19961210 GOOD             USPSQD
 BR1794
 BR1794                          STATION DESCRIPTION
 BR1794
 BR1794'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1794'THE STATION IS ABOUT 4 KM (2.5 MI) SOUTH FROM THUNDERBOLT,
 BR1794'10.6 KM (6.25 MI) SOUTHEAST FROM SAVANNAH, AND ON THE SOUTHWEST
 BR1794'END OF DUTCH ISLAND.
 BR1794'OWNERSHIP--A LAND DEVELOPMENT CORPORATION,
 BR1794'PERMISSION WAS GRANTED BY CHARLES E. SEYLE, 612 HERB DRIVE,
 BR1794'SAVANNAH GEORGIA, TELEPHONE 912-352-4825 OR 912-236-4796.
 BR1794'
 BR1794'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21
 BR1794'(DERENNE AVENUE) AND STATE ROUTE 204 (ABERCORN AVENUE) IN
 BR1794'SAVANNAH, PROCEED GOING EAST ALONG STATE ROUTE 21 FOR 3.4 KM
 BR1794'(2.1 MI) TO THE JUNCTION OF STATE ROUTE 21 (SKIDAWAY ROAD)
 BR1794'TO THE LEFT, AND SKIDAWAY ROAD TO THE RIGHT.  CONTINUE GOING
 BR1794'EAST ALONG DERENNE AVENUE FOR 0.9 KM (0.55 MI) TO THE JUNCTION
 BR1794'OF LAROCHE AVENUE CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG
 BR1794'LAROCHE AVENUE FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF NORWOODS
 BR1794'STREET TO THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG LAROCHE FOR
 BR1794'1.2 KM (0.75 MI) TO THE JUNCTION OF HOPE CREST AVENUE FORKING TO
 BR1794'THE LEFT.  TURN LEFT GOING EASTERLY ALONG HOPE CREST AVENUE FOR
 BR1794'0.3 KM (0.2 MI) TO THE JUNCTION OF GIMBALL POINT ROAD CROSSING
 BR1794'AND A SIGN TO DUTCH ISLAND.  TURN LEFT GOING NORTH ALONG GIMBALL
 BR1794'POINT ROAD FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF WYLLY ROAD
 BR1794'FORKING TO THE RIGHT.  CONTINUE GOING NORTH ALONG GIMBALL POINT
 BR1794'ROAD FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF WAITE ROAD FORKING
 BR1794'TO THE LEFT.   TURN LEFT GOING NORTH ALONG WAITE ROAD FOR 0.6 KM
 BR1794'(0.35 MI) TO A GUARD HOUSE AT THE ENTRANCE TO DUTCH ISLAND.
 BR1794'CONTINUE GOING NORTH ALONG DUTCH ISLAND ROAD FOR 0.4 KM (0.25 MI)
 BR1794'TO THE STATION ON THE LEFT.
 BR1794'
 BR1794'THE STATION IS A STANDARD GADT DISK
 BR1794'STAMPED---025-235 1983---,
 BR1794'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1794'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1794'IT IS LOCATED
 BR1794'9.15 METERS (30 FT) WEST FROM THE CENTERLINE OF THE PAVED ROAD,
 BR1794'25.15 METERS (82.5 FT) NORTH-NORTHWEST FROM A POWER POLE ON THE
 BR1794'EAST SIDE OF THE ROAD,
 BR1794'3.24 METERS (10.6 FT) NORTHEAST FROM A TEN INCH PALM TREE, AND
 BR1794'1.1 METERS (3.6 FT) EAST FROM A WITNESS POST.
 BR1794'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR1794'STAMPED---025-235 1983---,
 BR1794'SET IN AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE SURFACE
 BR1794'OF THE GROUND.
 BR1794'
 BR1794'REFERENCE MARK 1 IS A STANDARD GADT DISK
 BR1794'STAMPED---025-235 RM 1 1983---,
 BR1794'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1794'PROJECTING 5 CM ABOVE THE SURFACE OF THE GROUND.
 BR1794'IT IS LOCATED
 BR1794'15.9 METERS (52.2 FT) NORTH-NORTHEAST FROM THE POWER POLE,
 BR1794'9.45 METERS (31 FT) EAST FROM THE CENTERLINE OF THE PAVED ROAD,
 BR1794'AND
 BR1794'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 BR1794'
 BR1794'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED GOING NORTH
 BR1794'ALONG DUTCH ISLAND ROAD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK
 BR1794'ON THE RIGHT.
 BR1794'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR1794'STAMPED---025-235 AZ MK 1983---,
 BR1794'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1794'AND RECESSED 5 CM BELOW THE SURFACE OF THE GROUND.
 BR1794'IT IS LOCATED
 BR1794'8.83 METERS (29 FT) SOUTHEAST FROM THE CENTERLINE OF THE PAVED
 BR1794'ROAD,
 BR1794'9.46 METERS (31 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 BR1794'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 BR1794'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR1794'STAMPED---025-235 AZ MK 1983---,
 BR1794'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR1794'SURFACE OF THE GROUND.
 BR1794'
 BR1794'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 BR1794'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1794'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1794'
 BR1794'DESCRIBED BY T.B. KNIGHT.
 BR1794
 BR1794                          STATION RECOVERY (1996)
 BR1794
 BR1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1794'RECOVERED IN GOOD CONDITION.
 BR1794
 BR1794                          STATION RECOVERY (1996)
 BR1794
 BR1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5947 ***********************************************************************
 CK5947  DESIGNATION -  BV 025 235 AZ MK
 CK5947  PID         -  CK5947
 CK5947  STATE/COUNTY-  GA/CHATHAM
 CK5947  USGS QUAD   -  SAVANNAH (1978)
 CK5947
 CK5947                         *CURRENT SURVEY CONTROL
 CK5947  ___________________________________________________________________
 CK5947* NAD 83(1994)-  32 00 11.30765(N)    081 02 44.58567(W)     ADJUSTED  
 CK5947* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 CK5947  ___________________________________________________________________
 CK5947  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CK5947  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CK5947
 CK5947  HORZ ORDER  -  SECOND
 CK5947
 CK5947.The horizontal coordinates were established by classical geodetic methods
 CK5947.and adjusted by the National Geodetic Survey in September 1997..
 CK5947.No horizontal observational check was made to the station.
 CK5947
 CK5947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5947
 CK5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5947
 CK5947.The geoid height was determined by GEOID03.
 CK5947
 CK5947;                    North         East     Units Scale Factor Converg.
 CK5947;SPC GA E     -   222,614.229   305,910.720   MT  1.00003829   +0 35 38.8
 CK5947;SPC GA E     -   730,360.18  1,003,642.09   sFT  1.00003829   +0 35 38.8
 CK5947;SPC SC       -    18,834.961   605,279.172   MT  1.00021187   -0 01 31.2
 CK5947;SPC SC       -    61,794.49  1,985,824.06   iFT  1.00021187   -0 01 31.2
 CK5947;UTM  17      - 3,540,784.764   495,681.815   MT  0.99960023   -0 01 27.2
 CK5947
 CK5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5947!SPC GA E     -   1.00000445  x   1.00003829  =   1.00004274
 CK5947!SPC SC       -   1.00000445  x   1.00021187  =   1.00021632
 CK5947!UTM  17      -   1.00000445  x   0.99960023  =   0.99960467
 CK5947
 CK5947                          SUPERSEDED SURVEY CONTROL
 CK5947
 CK5947  NAD 83(1986)-  32 00 11.32427(N)    081 02 44.60423(W) AD(       ) 2
 CK5947  NGVD 29 (10/08/91)    3.     (m)           10.     (f) VERT ANG       
 CK5947
 CK5947.Superseded values are not recommended for survey control.
 CK5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5947.See file dsdata.txt to determine how the superseded data were derived.
 CK5947
 CK5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9568240785(NAD 83)
 CK5947_MARKER: DD = SURVEY DISK
 CK5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5947+STABILITY: SURFACE MOTION
 CK5947
 CK5947  HISTORY     - Date     Condition        Report By
 CK5947  HISTORY     - 1983     MONUMENTED       GADT
 CK5947
 CK5947                          STATION DESCRIPTION
 CK5947
 CK5947'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5947'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTH FROM THUNDERBOLT,
 CK5947'10.6 KM (6.25 MI) SOUTHEAST FROM SAVANNAH, AND ON THE SOUTHWEST
 CK5947'END OF DUTCH ISLAND.
 CK5947'OWNERSHIP--A LAND DEVELOPMENT CORPORATION, PERMISSION WAS GRANTED
 CK5947'BY CHARLES E. SEYLE, 612 HERB DRIVE, SAVANNAH GEORGIA, TELEPHONE
 CK5947'912-352-4825 OR 912-236-4796.
 CK5947'
 CK5947'TO REACH THE STATION FROM THE JUNCTION OF DERENNE AVENUE (STATE
 CK5947'ROUTE 21) AND STATE ROUTE 204 (ABERCORN AVENUE) IN SAVANNAH,
 CK5947'GO EAST ALONG DERENNE AVENUE FOR 3.4 KM (2.1 MI) TO
 CK5947'THE JUNCTION OF STATE ROUTE 21 (SKIDAWAY ISLAND ROAD) TO THE LEFT,
 CK5947'AND SKIDAWAY ISLAND ROAD TO THE RIGHT.  CONTINUE GOING EAST ALONG
 CK5947'DERENNE AVENUE FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF LAROCHE
 CK5947'AVENUE CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG LAROCHE AVENUE
 CK5947'FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF NORWOODS STREET TO THE
 CK5947'RIGHT.  CONTINUE GOING SOUTHEAST ALONG LAROCHE AVENUE FOR 1.2 KM
 CK5947'(0.75 MI) TO THE JUNCTION OF HOPE CREST AVENUE FORKING TO THE
 CK5947'LEFT.  TURN LEFT GOING EAST ALONG HOPE CREST AVENUE FOR 0.3 KM
 CK5947'(0.2 MI) TO THE JUNCTION OF GIMBALL POINT ROAD CROSSING AND A
 CK5947'SIGN TO DUTCH ISLAND.  TURN LEFT GOING NORTH ALONG GIMBALL POINT
 CK5947'ROAD FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF WYLLY ROAD FORKING
 CK5947'TO THE RIGHT.  CONTINUE GOING NORTH ALONG GIMBALL POINT ROAD FOR
 CK5947'0.15 KM (0.1 MI) TO THE JUNCTION OF WAITE ROAD FORKING TO THE
 CK5947'LEFT.  TURN LEFT GOING NORTH ALONG WAITE ROAD FOR 0.6 KM (0.35 MI)
 CK5947'TO A GUARD HOUSE AT THE ENTRANCE OF DUTCH ISLAND.  CONTINUE GOING
 CK5947'NORTH ALONG DUTCH ISLAND ROAD FOR 0.8 KM (0.5 MI) TO THE STATION
 CK5947'ON THE RIGHT.
 CK5947'
 CK5947'THE STATION IS A STANDARD GADT DISK
 CK5947'STAMPED---025-235 AZ MK 1983---,
 CK5947'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5947'RECESSED 5 CM BELOW THE SURFACE OF THE GROUND.
 CK5947'IT IS LOCATED
 CK5947'8.83 METERS (29 FT) SOUTHEAST FROM THE CENTERLINE OF THE PAVED
 CK5947'ROAD,
 CK5947'9.46 METERS (31 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 CK5947'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK5947'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5947'STAMPED---025-235 AZ MK 1983---,
 CK5947'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK5947'OF THE GROUND.
 CK5947'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5947'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5947'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5947'
 CK5947'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1795 ***********************************************************************
 BR1795  DESIGNATION -  BV 025 235 RM 1
 BR1795  PID         -  BR1795
 BR1795  STATE/COUNTY-  GA/CHATHAM
 BR1795  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1795
 BR1795                         *CURRENT SURVEY CONTROL
 BR1795  ___________________________________________________________________
 BR1795* NAD 83(1994)-  31 59 59.27681(N)    081 02 50.83177(W)     ADJUSTED  
 BR1795* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 BR1795  ___________________________________________________________________
 BR1795  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BR1795  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 BR1795
 BR1795  HORZ ORDER  -  SECOND
 BR1795
 BR1795.The horizontal coordinates were established by classical geodetic methods
 BR1795.and adjusted by the National Geodetic Survey in September 1997..
 BR1795
 BR1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1795
 BR1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1795
 BR1795.The geoid height was determined by GEOID03.
 BR1795
 BR1795;                    North         East     Units Scale Factor Converg.
 BR1795;SPC GA E     -   222,241.963   305,750.616   MT  1.00003787   +0 35 35.3
 BR1795;SPC GA E     -   729,138.84  1,003,116.81   sFT  1.00003787   +0 35 35.3
 BR1795;UTM  17      - 3,540,414.410   495,517.775   MT  0.99960025   -0 01 30.5
 BR1795
 BR1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1795!SPC GA E     -   1.00000444  x   1.00003787  =   1.00004231
 BR1795!UTM  17      -   1.00000444  x   0.99960025  =   0.99960469
 BR1795
 BR1795                          SUPERSEDED SURVEY CONTROL
 BR1795
 BR1795  NAD 83(1986)-  31 59 59.29346(N)    081 02 50.85040(W) AD(       ) 2
 BR1795  NGVD 29 (10/08/91)    3.2    (m)           10.     (f) H LEVEL        
 BR1795
 BR1795.Superseded values are not recommended for survey control.
 BR1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1795.See file dsdata.txt to determine how the superseded data were derived.
 BR1795
 BR1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9551840414(NAD 83)
 BR1795_MARKER: DD = SURVEY DISK
 BR1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1795+STABILITY: SURFACE MOTION
 BR1795
 BR1795  HISTORY     - Date     Condition        Report By
 BR1795  HISTORY     - 1983     MONUMENTED       GADT
 BR1795  HISTORY     - 19961210 GOOD             USPSQD
 BR1795
 BR1795                          STATION DESCRIPTION
 BR1795
 BR1795'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1795'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTH FROM THUNDERBOLT,
 BR1795'10.6 KM (6.25 MI) SOUTH EAST FROM SAVANNAH, AND ON THE SOUTHWEST
 BR1795'END OF DUTCH ISLAND.
 BR1795'OWNERSHIP--A LAND DEVELOPMENT CORPORATION, PERMISSION
 BR1795'GRANTED BY CHARLES E. SEYLE, 612 HERB DRIVE, SAVANNAH GEORGIA,
 BR1795'TELEPHONE 912-352-4825 OR 912 236-4796.
 BR1795'
 BR1795'TO REACH THE STATION FROM THE JUNCTION OF DERENNE AVENUE (STATE
 BR1795'ROUTE 21) AND STATE ROUTE 204 (ABERCORN AVENUE) IN SAVANNAH,
 BR1795'PROCEED GOING EAST ALONG DERENNE AVENUE FOR 3.4 KM (2.1 MI)
 BR1795'TO THE JUNCTION OF SKIDAWAY ISLAND ROAD (STATE ROUTE 21) TO
 BR1795'THE LEFT, AND SKIDAWAY ISLAND ROAD TO THE RIGHT.  CONTINUE GOING
 BR1795'EAST ALONG DERENNE AVENUE FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF
 BR1795'LAROCHE AVENUE CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG LAROCHE
 BR1795'AVENUE FOR 2.5 KM (1.55 MI) TO THE JUNCTION OF NORWOODS STREET TO
 BR1795'THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG LAROCHE AVENUE FOR 1.2
 BR1795'KM (0.75 MI) TO THE JUNCTION OF HOPE CREST AVENUE FORKING TO THE
 BR1795'LEFT.  TURN LEFT GOING EASTERLY ALONG HOPE CREST AVENUE FOR 0.3 KM
 BR1795'(0.2 MI) TO THE JUNCTION OF GIMBALL POINT ROAD CROSSING AND A SIGN
 BR1795'TO DUTCH ISLAND.  TURN LEFT GOING NORTH ALONG GIMBALL POINT ROAD
 BR1795'FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF WYLLY ROAD FORKING TO THE
 BR1795'RIGHT.  CONTINUE GOING NORTH ALONG GIMBALL POINT ROAD FOR 0.15 KM
 BR1795'(0.1 MI) TO THE JUNCTION OF WAITE ROAD FORKING TO THE LEFT.  TURN
 BR1795'LEFT GOING NORTH ALONG WAITE ROAD FOR 0.6 KM (0.35 MI) TO A GUARD
 BR1795'HOUSE AT THE ENTRANCE TO DUTCH ISLAND.  CONTINUE GOING NORTH ALONG
 BR1795'DUTCH ISLAND ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 BR1795'RIGHT.
 BR1795'
 BR1795'THE STATION IS A STANDARD GADT DISK
 BR1795'STAMPED---025-235 RM 1 1983---,
 BR1795'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1795'PROJECTING 5 CM ABOVE THE SURFACE OF THE GROUND.
 BR1795'IT IS LOCATED
 BR1795'15.9 METERS (52.2 FT) NORTH-NORTHEAST FROM A POWER POLE,
 BR1795'9.45 METERS (31 FT) EAST FROM THE CENTERLINE OF THE PAVED ROAD,
 BR1795'AND
 BR1795'0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST.
 BR1795'
 BR1795'HEIGHT OF LIGHT ABOVE THE STATION WAS 1,50 METERS.
 BR1795'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1795'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1795'
 BR1795'DESCRIBED BY T.B. KNIGHT.
 BR1795
 BR1795                          STATION RECOVERY (1996)
 BR1795
 BR1795'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1796 ***********************************************************************
 BR1796  DESIGNATION -  BV 025 236
 BR1796  PID         -  BR1796
 BR1796  STATE/COUNTY-  GA/CHATHAM
 BR1796  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1796
 BR1796                         *CURRENT SURVEY CONTROL
 BR1796  ___________________________________________________________________
 BR1796* NAD 83(1994)-  31 58 59.28600(N)    081 07 28.47158(W)     ADJUSTED  
 BR1796* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 BR1796  ___________________________________________________________________
 BR1796  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BR1796  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 BR1796
 BR1796  HORZ ORDER  -  SECOND
 BR1796
 BR1796.The horizontal coordinates were established by classical geodetic methods
 BR1796.and adjusted by the National Geodetic Survey in September 1997..
 BR1796
 BR1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1796
 BR1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1796
 BR1796.The geoid height was determined by GEOID03.
 BR1796
 BR1796;                    North         East     Units Scale Factor Converg.
 BR1796;SPC GA E     -   220,321.341   298,481.047   MT  1.00001957   +0 33 07.2
 BR1796;SPC GA E     -   722,837.60    979,266.57   sFT  1.00001957   +0 33 07.2
 BR1796;UTM  17      - 3,538,573.114   488,231.027   MT  0.99960171   -0 03 57.5
 BR1796
 BR1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1796!SPC GA E     -   1.00000457  x   1.00001957  =   1.00002414
 BR1796!UTM  17      -   1.00000457  x   0.99960171  =   0.99960628
 BR1796
 BR1796|---------------------------------------------------------------------|
 BR1796| PID    Reference Object                     Distance      Geod. Az  |
 BR1796|                                                           dddmmss.s |
 BR1796| BR1797 BV 025 236 RM 1                      12.806 METERS 26216     |
 BR1796| BR1798 BV 025 236 RM 2                     169.965 METERS 34646     |
 BR1796|---------------------------------------------------------------------|
 BR1796
 BR1796                          SUPERSEDED SURVEY CONTROL
 BR1796
 BR1796  NAD 83(1986)-  31 58 59.30358(N)    081 07 28.48509(W) AD(       ) 2
 BR1796  NGVD 29 (10/08/91)    2.3    (m)            8.     (f) VERT ANG       
 BR1796
 BR1796.Superseded values are not recommended for survey control.
 BR1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1796.See file dsdata.txt to determine how the superseded data were derived.
 BR1796
 BR1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8823138573(NAD 83)
 BR1796_MARKER: DD = SURVEY DISK
 BR1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1796+STABILITY: SURFACE MOTION
 BR1796
 BR1796  HISTORY     - Date     Condition        Report By
 BR1796  HISTORY     - 1983     MONUMENTED       GADT
 BR1796  HISTORY     - 19991028 MARK NOT FOUND   USPSQD
 BR1796
 BR1796                          STATION DESCRIPTION
 BR1796
 BR1796'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1796'THE STATION IS LOCATED APPROXIMATELY 11.3 KM (7 MI) SOUTH FROM
 BR1796'SAVANNAH, 8.7 KM (5.4 MI) SOUTHWEST FROM THUNDERBOLT, AND 19.7 KM
 BR1796'(12.25 MI) EAST FROM RICHMOND HILL.
 BR1796'OWNERSHIP--UNKNOWN.
 BR1796'
 BR1796'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1796'(ABERCORN AVENUE) AND STATE ROUTE 21 (DERENNE AVENUE) IN SAVANNAH,
 BR1796'GO SOUTH ALONG STATE ROUTE 204 FOR 3 KM (1.9 MI) TO THE JUNCTION
 BR1796'OF WHITE BLUFF ROAD CROSSING.  TURN LEFT GOING SOUTH ALONG WHITE
 BR1796'BLUFF ROAD FOR 2.2 KM (1.35 MI) TO THE JUNCTION OF LORDWOOD DRIVE
 BR1796'TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG LORWOOD DRIVE FOR
 BR1796'0.3 KM (0.2 MI) TO THE JUNCTION OF DYCHES DRIVE CROSSING.  TURN
 BR1796'RIGHT GOING SOUTHEAST ALONG DYCHES DRIVE FOR 0.1 KM (0.05 MI) TO
 BR1796'THE JUNCTION OF KEYSTONE DRIVE CROSSING.  TURN RIGHT GOING
 BR1796'SOUTHWEST ALONG KEYSTONE DRIVE FOR 0.2 KM (0.1 MI) TO THE
 BR1796'REFERENCE MARK 2 ON THE RIGHT.  CONTINUE GOING SOUTHERLY ALONG
 BR1796'KEYSTONE DRIVE FOR 0.1 KM (0.05 MI) TO ITS TERMINATION AND THE
 BR1796'STATION ON THE RIGHT.
 BR1796'
 BR1796'THE STATION IS A STANDARD GADT DISK
 BR1796'STAMPED---025-236 1983---,
 BR1796'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1796'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1796'7.62 METERS (25 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR1796'21.78 METERS (71.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE NEXT TO
 BR1796'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE
 BR1796'ROAD,
 BR1796'14.5 METERS (47.5 FT) NORTH FROM A 20 INCH WATER OAK LEANING ON
 BR1796'A 45 DEGREE ANGLE AT THE EDGE OF THE MARSH,
 BR1796'25.9 METERS (85 FT) SOUTHEAST FROM THE SOUTHEAST CORNER FROM A
 BR1796'BRICK HOUSE, AND
 BR1796'0.82 METER (2.7 FT) SOUTHEAST FROM A WITNESS POST SET AT A RAIL
 BR1796'FENCE.
 BR1796'
 BR1796'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1796'STAMPED---025-236 RM 1 1983---,
 BR1796'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1796'FLUSH WITH GROUND.  IT IS LOCATED
 BR1796'19.5 METERS (64 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 BR1796'ROAD,
 BR1796'20.88 METERS (68.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 BR1796'HOUSE,
 BR1796'19.5 METERS (64 FT) NORTHWEST FROM THE LEANING OAK TREE AT THE
 BR1796'EDGE OF THE MARSH,
 BR1796'3.65 METERS (12 FT) EAST FROM ANOTHER 20 INCH LEANING OAK TREE,
 BR1796'AND
 BR1796'0.76 METER (2.5 FT) SOUTH FROM A WITNESS POST SET AT THE FENCE.
 BR1796'MARK IS LEVEL WITH STATION.
 BR1796'
 BR1796'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 BR1796'STAMPED---025-236 RM 2 1983---,
 BR1796'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1796'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1796'4.9 METERS (16 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR1796'4.42 METERS (14.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 BR1796'DRIVEWAY,
 BR1796'2.59 METERS (8.5 FT) NORTH-NORTHEAST FROM A WATER METER COVER,
 BR1796'AND
 BR1796'6.62 METERS (25 FT) SOUTHEAST FROM A 20 INCH PINE TREE.
 BR1796'MARK IS LEVEL WITH STATION.
 BR1796'
 BR1796'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1796'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 BR1796'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1796'
 BR1796'DESCRIBED BY T.B. KNIGHT.
 BR1796
 BR1796                          STATION RECOVERY (1999)
 BR1796
 BR1796'RECOVERY NOTE BY US POWER SQUADRON 1999
 BR1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1798 ***********************************************************************
 BR1798  DESIGNATION -  BV 025 236 RM 2
 BR1798  PID         -  BR1798
 BR1798  STATE/COUNTY-  GA/CHATHAM
 BR1798  USGS QUAD   -  BURROUGHS (1988)
 BR1798
 BR1798                         *CURRENT SURVEY CONTROL
 BR1798  ___________________________________________________________________
 BR1798* NAD 83(1994)-  31 59 04.65745(N)    081 07 29.95378(W)     ADJUSTED  
 BR1798* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 BR1798  ___________________________________________________________________
 BR1798  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BR1798  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 BR1798
 BR1798  HORZ ORDER  -  SECOND
 BR1798
 BR1798.The horizontal coordinates were established by classical geodetic methods
 BR1798.and adjusted by the National Geodetic Survey in September 1997..
 BR1798.No horizontal observational check was made to the station.
 BR1798
 BR1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1798
 BR1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1798
 BR1798.The geoid height was determined by GEOID03.
 BR1798
 BR1798;                    North         East     Units Scale Factor Converg.
 BR1798;SPC GA E     -   220,486.412   298,440.543   MT  1.00001947   +0 33 06.5
 BR1798;SPC GA E     -   723,379.17    979,133.68   sFT  1.00001947   +0 33 06.5
 BR1798;UTM  17      - 3,538,738.544   488,192.321   MT  0.99960172   -0 03 58.3
 BR1798
 BR1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1798!SPC GA E     -   1.00000382  x   1.00001947  =   1.00002329
 BR1798!UTM  17      -   1.00000382  x   0.99960172  =   0.99960554
 BR1798
 BR1798                          SUPERSEDED SURVEY CONTROL
 BR1798
 BR1798  NAD 83(1986)-  31 59 04.67523(N)    081 07 29.96738(W) AD(       ) 2
 BR1798  NGVD 29 (10/08/91)    7.     (m)           23.     (f) VERT ANG       
 BR1798
 BR1798.Superseded values are not recommended for survey control.
 BR1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1798.See file dsdata.txt to determine how the superseded data were derived.
 BR1798
 BR1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8819238739(NAD 83)
 BR1798_MARKER: DD = SURVEY DISK
 BR1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1798+STABILITY: SURFACE MOTION
 BR1798
 BR1798  HISTORY     - Date     Condition        Report By
 BR1798  HISTORY     - 1983     MONUMENTED       GADT
 BR1798  HISTORY     - 19970105 GOOD             USPSQD
 BR1798
 BR1798                          STATION DESCRIPTION
 BR1798
 BR1798'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1798'THE STATION IS LOCATED APPROXIMATELY 10.6 KM (6.8 MI) SOUTH FROM
 BR1798'SAVANNAH, 8.7 KM (5.4 MI) SOUTHWEST FROM THUNDERBOLT, AND 19.7 KM
 BR1798'(12.25 MI) EAST FROM RICHMOND HILL.
 BR1798'OWNERSHIP--PAUL DAWNING, 105 KEYSTONE DRIVE, SAVANNAH, GEORGIA,
 BR1798'TELEPHONE 912-927-1244, PERMISSION GRANTED BY MRS DOWNING.
 BR1798'
 BR1798'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 BR1798'(ABERCORN AVENUE) AND STATE ROUTE 21 (DERENNE AVENUE) IN SAVANNAH,
 BR1798'GO SOUTH ALONG STATE ROUTE 204 FOR 3 KM (1.9 MI) TO THE JUNCTION
 BR1798'OF WHITE BLUFF ROAD CROSSING.  TURN LEFT GOING SOUTH ALONG WHITE
 BR1798'BLUFF ROAD FOR 2.2 KM (1.35 MI) TO THE JUNCTION OF LORWOOD DRIVE
 BR1798'TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG LORWOOD DRIVE FOR
 BR1798'0.3 KM (0.2 MI) TO THE JUNCTION OF DYCHES DRIVE CROSSING.  TURN
 BR1798'RIGHT GOING SOUTHEAST ALONG DYCHES DRIVE FOR 0.1 KM (0.05 MI) TO
 BR1798'THE JUNCTION OF KEYSTONE DRIVE CROSSING.  TURN RIGHT GOING
 BR1798'SOUTHWEST ALONG KEYSTONE DRIVE FOR 0.2 KM (0.1 MI) TO 102 KEYSTONE
 BR1798'DRIVE AND THE STATION ON THE RIGHT.
 BR1798'
 BR1798'THE STATION IS A STANDARD GADT DISK
 BR1798'STAMPED---025-236 RM 2 1983---,
 BR1798'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1798'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1798'4.9 METERS (16 FT) NORTHWEST FROM THE CENTERLINE OF KEYSTONE
 BR1798'DRIVE,
 BR1798'4.42 METERS (14.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR1798'DRIVEWAY,
 BR1798'2.59 METERS (8.5 FT) NORTH-NORTHEAST FROM A WATER METER COVER,
 BR1798'AND
 BR1798'6.62 METERS (25 FT) SOUTHEAST FROM A 20 INCH PINE TREE.
 BR1798'
 BR1798'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1798'COUNTY ROAD NUMBERS OBTAINED FROM  GENERAL HIGHWAY MAP CHATHAM
 BR1798'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 BR1798'
 BR1798'DESCRIBED BY T.B. KNIGHT.
 BR1798
 BR1798                          STATION RECOVERY (1997)
 BR1798
 BR1798'RECOVERY NOTE BY US POWER SQUADRON 1997
 BR1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5948 ***********************************************************************
 CK5948  DESIGNATION -  BV 025 237
 CK5948  PID         -  CK5948
 CK5948  STATE/COUNTY-  GA/CHATHAM
 CK5948  USGS QUAD   -  SAVANNAH (1978)
 CK5948
 CK5948                         *CURRENT SURVEY CONTROL
 CK5948  ___________________________________________________________________
 CK5948* NAD 83(1994)-  32 00 38.91685(N)    081 06 59.58383(W)     ADJUSTED  
 CK5948* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 CK5948  ___________________________________________________________________
 CK5948  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK5948  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK5948
 CK5948  HORZ ORDER  -  SECOND
 CK5948
 CK5948.The horizontal coordinates were established by classical geodetic methods
 CK5948.and adjusted by the National Geodetic Survey in September 1997..
 CK5948
 CK5948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5948
 CK5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5948
 CK5948.The geoid height was determined by GEOID03.
 CK5948
 CK5948;                    North         East     Units Scale Factor Converg.
 CK5948;SPC GA E     -   223,397.414   299,209.609   MT  1.00002135   +0 33 24.1
 CK5948;SPC GA E     -   732,929.68    981,656.86   sFT  1.00002135   +0 33 24.1
 CK5948;UTM  17      - 3,541,639.862   488,992.418   MT  0.99960149   -0 03 42.4
 CK5948
 CK5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5948!SPC GA E     -   1.00000365  x   1.00002135  =   1.00002500
 CK5948!UTM  17      -   1.00000365  x   0.99960149  =   0.99960514
 CK5948
 CK5948|---------------------------------------------------------------------|
 CK5948| PID    Reference Object                     Distance      Geod. Az  |
 CK5948|                                                           dddmmss.s |
 CK5948| CK5950 BV 025 237 RM 2                     189.011 METERS 11521     |
 CK5948| CK5949 BV 025 237 RM 1                      24.009 METERS 28801     |
 CK5948|---------------------------------------------------------------------|
 CK5948
 CK5948                          SUPERSEDED SURVEY CONTROL
 CK5948
 CK5948  NAD 83(1986)-  32 00 38.93261(N)    081 06 59.59631(W) AD(       ) 2
 CK5948  NGVD 29 (10/08/91)    8.2    (m)           27.     (f) VERT ANG       
 CK5948
 CK5948.Superseded values are not recommended for survey control.
 CK5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5948.See file dsdata.txt to determine how the superseded data were derived.
 CK5948
 CK5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8899241640(NAD 83)
 CK5948_MARKER: DD = SURVEY DISK
 CK5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5948+STABILITY: SURFACE MOTION
 CK5948
 CK5948  HISTORY     - Date     Condition        Report By
 CK5948  HISTORY     - 1983     MONUMENTED       GADT
 CK5948  HISTORY     - 19991028 MARK NOT FOUND   USPSQD
 CK5948
 CK5948                          STATION DESCRIPTION
 CK5948
 CK5948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5948'THE STATION IS LOCATED IN SAVANNAH, ABOUT 8 KM (5 MI) SOUTH
 CK5948'FROM THE CITY HALL.
 CK5948'OWNERSHIP--CITY OF SAVANNAH RIGHT OF WAY.
 CK5948'
 CK5948'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (DERENNE
 CK5948'AVENUE) AND STATE ROUTE 204 (ABERCORN STREET) LOCATED ABOUT 7.65
 CK5948'KM (4.75 MI) SOUTH FROM THE SAVANNAH CITY HALL, GO SOUTH ALONG
 CK5948'STATE ROUTE 204 FOR 2.2 KM (1.35 MI) TO THE JUNCTION OF EISENHOWER
 CK5948'DRIVE CROSSING, AND REFERENCE MARK 2 ON THE RIGHT.  TURN RIGHT
 CK5948'GOING WEST ALONG EISENHOWER DRIVE FOR 0.4 KM (0.25 MI) TO THE
 CK5948'STATION ON THE RIGHT.
 CK5948'
 CK5948'THE STATION IS A STANDARD GADT DISK
 CK5948'STAMPED---025-237 1983---,
 CK5948'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5948'RECESSED 5.08 CM BELOW THE GROUND.
 CK5948'IT IS LOCATED
 CK5948'10.2 METERS (33.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK5948'EISENHOWER DRIVE,
 CK5948'11.86 METERS (38.9 FT) WEST FROM THE EAST CORNER OF A CHAIN LINK
 CK5948'FENCE,
 CK5948'19.6 METERS (64.3 FT) EAST FROM THE WEST CORNER OF THE CHAIN LINK
 CK5948'FENCE,
 CK5948'32.2 METERS (122 FT) EAST-NORTHEAST FROM THE POINT OF INTERSECTION
 CK5948'OF THE CENTERLINES OF EISENHOWER DRIVE AND WHITE BLUFF ROAD,
 CK5948'0.67 METER (2.2 FT) SOUTH-SOUTHEAST FROM THE CHAINLINK FENCE, AND
 CK5948'1.34 METERS (4.4 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST
 CK5948'SET AT THE CHAINLINK FENCE.
 CK5948'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5948'STAMPED---025-233 1983---,
 CK5948'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 CK5948'OF THE GROUND.
 CK5948'
 CK5948'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK5948'STAMPED---025-237 RM 1 1983---,
 CK5948'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5948'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5948'IT IS LOCATED
 CK5948'10.2 METERS (33.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK5948'EISENHOWER DRIVE,
 CK5948'14.6 METERS (48 FT) EAST FROM THE POINT OF INTERSECTION OF THE
 CK5948'CENTERLINES OF EISENHOWER DRIVE AND WHITE BLUFF ROAD,
 CK5948'5.9 METERS (19.4 FT) SOUTHEAST FROM THE NORTH END OF A 24 INCH
 CK5948'CONCRETE PIPE UNDER EISENHOWER DRIVE,
 CK5948'AND 3.2 METERS (10.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CK5948'
 CK5948'REFERENCE MARK NO 2 IS A STANDARD GADT DISK
 CK5948'STAMPED---025-237 RM 2 1983---,
 CK5948'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5948'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5948'IT IS LOCATED
 CK5948'1.96 METERS (6.4 FT) SOUTH FROM THE EDGE OF THE CURB ON THE
 CK5948'SOUTH SIDE OF EISENHOWER DRIVE,
 CK5948'0.44 METER (1.5 FT) EAST-NORTHEAST FROM A POWER POLE WITH A
 CK5948'TRANSFORMER,
 CK5948'14.29 METERS (48.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 CK5948'ABC BEVERAGE CENTER BUILDING,
 CK5948'2.62 METERS (8.6 FT) EAST-NORTHEAST FROM A RIGHT OF WAY MARKER ON
 CK5948'THE SOUTH SIDE OF EISENHOWER DRIVE, AND
 CK5948'1.09 METERS (3.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CK5948'THE UNDERGROUND REFERENCE MARK IS A STANDARD GADT DISK
 CK5948'STAMPED---025-237 RM 2 1983---,
 CK5948'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 CK5948'OF THE GROUND.
 CK5948'
 CK5948'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5948'
 CK5948'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5948'COUNTY GEORGIA 1977.  REVISED JUNE 1977.  AND SAVANNAH GEORGIA
 CK5948'1977.
 CK5948'
 CK5948'DESCRIBED BY T.B. KNIGHT.
 CK5948
 CK5948                          STATION RECOVERY (1999)
 CK5948
 CK5948'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK5948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5950 ***********************************************************************
 CK5950  DESIGNATION -  BV 025 237 RM 2
 CK5950  PID         -  CK5950
 CK5950  STATE/COUNTY-  GA/CHATHAM
 CK5950  USGS QUAD   -  SAVANNAH (1978)
 CK5950
 CK5950                         *CURRENT SURVEY CONTROL
 CK5950  ___________________________________________________________________
 CK5950* NAD 83(1994)-  32 00 36.28908(N)    081 06 53.07581(W)     ADJUSTED  
 CK5950* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 CK5950  ___________________________________________________________________
 CK5950  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CK5950  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 CK5950
 CK5950  HORZ ORDER  -  SECOND
 CK5950
 CK5950.The horizontal coordinates were established by classical geodetic methods
 CK5950.and adjusted by the National Geodetic Survey in September 1997..
 CK5950.No horizontal observational check was made to the station.
 CK5950
 CK5950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5950
 CK5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5950
 CK5950.The geoid height was determined by GEOID03.
 CK5950
 CK5950;                    North         East     Units Scale Factor Converg.
 CK5950;SPC GA E     -   223,318.137   299,381.195   MT  1.00002177   +0 33 27.5
 CK5950;SPC GA E     -   732,669.59    982,219.80   sFT  1.00002177   +0 33 27.5
 CK5950;UTM  17      - 3,541,558.771   489,163.067   MT  0.99960145   -0 03 39.0
 CK5950
 CK5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5950!SPC GA E     -   1.00000358  x   1.00002177  =   1.00002535
 CK5950!UTM  17      -   1.00000358  x   0.99960145  =   0.99960503
 CK5950
 CK5950                          SUPERSEDED SURVEY CONTROL
 CK5950
 CK5950  NAD 83(1986)-  32 00 36.30486(N)    081 06 53.08827(W) AD(       ) 2
 CK5950  NGVD 29 (10/08/91)    9.     (m)           30.     (f) VERT ANG       
 CK5950
 CK5950.Superseded values are not recommended for survey control.
 CK5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5950.See file dsdata.txt to determine how the superseded data were derived.
 CK5950
 CK5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8916341559(NAD 83)
 CK5950_MARKER: DD = SURVEY DISK
 CK5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5950+STABILITY: SURFACE MOTION
 CK5950
 CK5950  HISTORY     - Date     Condition        Report By
 CK5950  HISTORY     - 1983     MONUMENTED       GADT
 CK5950
 CK5950                          STATION DESCRIPTION
 CK5950
 CK5950'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5950'THE STATION IS LOCATED IN SAVANNAH GEORGIA, ABOUT 8 KM (5 MI)
 CK5950'SOUTH FROM THE SAVANNAH CITY HALL.
 CK5950'OWNERSHIP--CITY OF SAVANNAH.
 CK5950'
 CK5950'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (DERENNE
 CK5950'AVENUE) AND STATE ROUTE 204 (ABERCORN STREET) ABOUT 7.65 KM (4.75
 CK5950'MI) SOUTH FROM THE SAVANNAH CITY HALL, GO SOUTH ALONG STATE ROUTE
 CK5950'204 FOR 2.2 KM (1.35 MI) TO THE JUNCTION OF EISENHOWER DRIVE
 CK5950'CROSSING AND THE STATION.
 CK5950'THE STATION IS A STANDARD GADT DISK
 CK5950'STAMPED---025-237 RM 2 1983---,
 CK5950'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5950'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5950'IT IS LOCATED
 CK5950'1.96 METERS (6.4 FT) SOUTH FROM THE EDGE OF THE CURB ON THE SOUTH
 CK5950'SIDE OF EISENHOWER DRIVE,
 CK5950'0.44 METER (1.5 FT) EAST-NORTHEAST FROM A POWER POLE WITH A
 CK5950'TRANSFORMER,
 CK5950'14.29 METERS (48.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 CK5950'ABC BEVERAGE CENTER BUILDING,
 CK5950'2.62 METERS (8.6 FT) EAST-NORTHEAST FROM A RIGHT OF WAY MARKER ON
 CK5950'THE SOUTH SIDE OF EISENHOWER DRIVE AND
 CK5950'1.09 METERS (3.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CK5950'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5950'STAMPED---025-237 RM 2 1983---,
 CK5950'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 CK5950'OF THE GROUND.
 CK5950'
 CK5950'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 CK5950'SAVANNAH GEORGIA 1977.
 CK5950'
 CK5950'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5951 ***********************************************************************
 CK5951  DESIGNATION -  BV 025 239
 CK5951  PID         -  CK5951
 CK5951  STATE/COUNTY-  GA/CHATHAM
 CK5951  USGS QUAD   -  SAVANNAH (1978)
 CK5951
 CK5951                         *CURRENT SURVEY CONTROL
 CK5951  ___________________________________________________________________
 CK5951* NAD 83(1994)-  32 01 47.73756(N)    081 06 56.14938(W)     ADJUSTED  
 CK5951* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 CK5951  ___________________________________________________________________
 CK5951  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK5951  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 CK5951
 CK5951  HORZ ORDER  -  SECOND
 CK5951
 CK5951.The horizontal coordinates were established by classical geodetic methods
 CK5951.and adjusted by the National Geodetic Survey in September 1997..
 CK5951
 CK5951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5951
 CK5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5951
 CK5951.The geoid height was determined by GEOID03.
 CK5951
 CK5951;                    North         East     Units Scale Factor Converg.
 CK5951;SPC GA E     -   225,518.050   299,279.123   MT  1.00002152   +0 33 27.0
 CK5951;SPC GA E     -   739,887.14    981,884.92   sFT  1.00002152   +0 33 27.0
 CK5951;SPC SC       -    21,810.955   598,678.255   MT  1.00019857   -0 03 50.7
 CK5951;SPC SC       -    71,558.25  1,964,167.50   iFT  1.00019857   -0 03 50.7
 CK5951;UTM  17      - 3,543,758.734   489,084.786   MT  0.99960147   -0 03 40.7
 CK5951
 CK5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5951!SPC GA E     -   1.00000342  x   1.00002152  =   1.00002494
 CK5951!SPC SC       -   1.00000342  x   1.00019857  =   1.00020199
 CK5951!UTM  17      -   1.00000342  x   0.99960147  =   0.99960489
 CK5951
 CK5951|---------------------------------------------------------------------|
 CK5951| PID    Reference Object                     Distance      Geod. Az  |
 CK5951|                                                           dddmmss.s |
 CK5951| CK5952 BV 025 239 RM 1                      11.525 METERS 21738     |
 CK5951| CK5953 BV 025 239 RM 2                     210.148 METERS 30327     |
 CK5951|---------------------------------------------------------------------|
 CK5951
 CK5951                          SUPERSEDED SURVEY CONTROL
 CK5951
 CK5951  NAD 83(1986)-  32 01 47.75151(N)    081 06 56.16308(W) AD(       ) 2
 CK5951  NGVD 29 (10/08/91)    9.7    (m)           32.     (f) VERT ANG       
 CK5951
 CK5951.Superseded values are not recommended for survey control.
 CK5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5951.See file dsdata.txt to determine how the superseded data were derived.
 CK5951
 CK5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8908543759(NAD 83)
 CK5951_MARKER: DD = SURVEY DISK
 CK5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5951+STABILITY: SURFACE MOTION
 CK5951
 CK5951  HISTORY     - Date     Condition        Report By
 CK5951  HISTORY     - 1983     MONUMENTED       GADT
 CK5951
 CK5951                          STATION DESCRIPTION
 CK5951
 CK5951'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5951'THE STATION IS LOCATED IN SAVANNAH.
 CK5951'OWNERSHIP--SHOP AND GO MARKET.
 CK5951'
 CK5951'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK5951'STATE ROUTE 204 IN SAVANNAH, GO WEST ALONG STATE ROUTE 21
 CK5951'(LYNES PARKWAY) FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF
 CK5951'MONTGOMERY STREET CROSSING AND THE STATION ON THE LEFT IN FRONT
 CK5951'OF THE SHOP AND GO MARKET.
 CK5951'
 CK5951'THE STATION IS A STANDARD GADT DISK
 CK5951'STAMPED---025-239 1983---,
 CK5951'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5951'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5951'IT IS LOCATED
 CK5951'9.23 METERS (30.3 FT) NORTHWEST FROM THE WESTERN-MOST EDGE OF
 CK5951'MONTGOMERY STREET,
 CK5951'20.67 METERS (67.75 FT) SOUTHWEST FROM THE WESTERN-MOST CURB LINE
 CK5951'OF LYNES PARKWAY,
 CK5951'29.8 METERS (95.4 FT) EAST FROM THE SOUTHEAST CORNER OF THE SHOP
 CK5951'AND GO MARKET BUILDING,
 CK5951'6.83 METERS (22.4 FT) WEST FROM THE CENTER OF A MAN HOLE COVER,
 CK5951'2.94 METERS (9.6 FT) NORTH-NORTHEAST FROM THE EASTERN-MOST EDGE
 CK5951'OF THE DRIVEWAY TO THE SHOP AND GO MARKET FROM MONTGOMERY STREET,
 CK5951'0.98 METER (3.2 FT) FROM THE NORTHEAST SECTION OF THE PARKING LOT
 CK5951'CURB, AND
 CK5951'0.61 METER (2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 CK5951'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5951'STAMPED---025-239 1983---,
 CK5951'SET IN AN IRREGULAR MASS OF CONCRETE 0.99 METER BELOW THE SURFACE
 CK5951'OF THE GROUND.
 CK5951'
 CK5951'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK5951'STAMPED---025-239 RM 1 1983---,
 CK5951'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5951'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5951'IT IS LOCATED 9.9 METERS (30.15 FT) NORTHWEST FROM THE WEST
 CK5951'EDGE OF MONTGOMERY STREET,
 CK5951'22.62 METERS (74.20 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 CK5951'THE SHOP AND GO MARKET,
 CK5951'16.88 METERS (55.35 FT) SOUTHWEST FROM THE MAN HOLE COVER ON THE
 CK5951'NORTH SIDE OF THE ENTRANCEWAY FROM MONTGOMERY STREET, AND
 CK5951'1.4 METER (4.6 FT) SOUTHWEST FROM THE CURB LINE OF THE NORTHERN
 CK5951'MOST DRIVEWAY TO THE SHOP AND GO MARKET FROM MONTGOMERY STREET.
 CK5951'AND 0.86 METER 2.28 FT) NORTHEAST FROM A WITNESS POST.
 CK5951'
 CK5951'REFERENCE MARK NO 2 IS A STANDARD GADT DISK
 CK5951'STAMPED---025-239 RM 2 1983---,
 CK5951'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5951'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5951'IT IS LOCATED
 CK5951'0.6 METER (2 FT) NORTH-NORTHEAST FROM THE EAST EDGE OF THE CURB,
 CK5951'13.56 METERS (44.5 FT) EAST-SOUTHEAST FROM THE CENTER OF A DROP
 CK5951'INLET,
 CK5951'1.68 METERS (5.5 FT) SOUTHWEST FROM A WITNESS POST, AND
 CK5951'3.36 METERS (11 FT) SOUTHEAST FROM THE JUNCTION OF TWO FENCES.
 CK5951'THE UNDERGROUND REFERENCE MARK 2 IS A STANDARD GADT DISK
 CK5951'STAMPED---025-239 RM 2 1983---,
 CK5951'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 CK5951'OF THE GROUND.
 CK5951'TO REACH THE REFERENCE MARK 2 FROM THE STATION PROCEED WEST ALONG
 CK5951'STATE ROUTE 21 FOR 0.3 KM (0.2 MI) TO THE REFERENCE MARK 2 ON THE
 CK5951'RIGHT.
 CK5951'
 CK5951'HEIGHT OF LIGHT SHOWN AT THE STATION WAS 1,50 METERS.
 CK5951'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5951'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5951'
 CK5951'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5953 ***********************************************************************
 CK5953  DESIGNATION -  BV 025 239 RM 2
 CK5953  PID         -  CK5953
 CK5953  STATE/COUNTY-  GA/CHATHAM
 CK5953  USGS QUAD   -  SAVANNAH (1978)
 CK5953
 CK5953                         *CURRENT SURVEY CONTROL
 CK5953  ___________________________________________________________________
 CK5953* NAD 83(1994)-  32 01 51.49818(N)    081 07 02.83172(W)     ADJUSTED  
 CK5953* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 CK5953  ___________________________________________________________________
 CK5953  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK5953  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 CK5953
 CK5953  HORZ ORDER  -  SECOND
 CK5953
 CK5953.The horizontal coordinates were established by classical geodetic methods
 CK5953.and adjusted by the National Geodetic Survey in September 1997..
 CK5953.No horizontal observational check was made to the station.
 CK5953
 CK5953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5953
 CK5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5953
 CK5953.The geoid height was determined by GEOID03.
 CK5953
 CK5953;                    North         East     Units Scale Factor Converg.
 CK5953;SPC GA E     -   225,632.177   299,102.661   MT  1.00002108   +0 33 23.5
 CK5953;SPC GA E     -   740,261.57    981,305.98   sFT  1.00002108   +0 33 23.5
 CK5953;SPC SC       -    21,927.010   598,503.010   MT  1.00019806   -0 03 54.4
 CK5953;SPC SC       -    71,939.01  1,963,592.55   iFT  1.00019806   -0 03 54.4
 CK5953;UTM  17      - 3,543,874.712   488,909.640   MT  0.99960152   -0 03 44.3
 CK5953
 CK5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5953!SPC GA E     -   1.00000340  x   1.00002108  =   1.00002448
 CK5953!SPC SC       -   1.00000340  x   1.00019806  =   1.00020146
 CK5953!UTM  17      -   1.00000340  x   0.99960152  =   0.99960492
 CK5953
 CK5953                          SUPERSEDED SURVEY CONTROL
 CK5953
 CK5953  NAD 83(1986)-  32 01 51.51213(N)    081 07 02.84541(W) AD(       ) 2
 CK5953  NGVD 29 (10/08/91)   10.     (m)           33.     (f) VERT ANG       
 CK5953
 CK5953.Superseded values are not recommended for survey control.
 CK5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5953.See file dsdata.txt to determine how the superseded data were derived.
 CK5953
 CK5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8891043875(NAD 83)
 CK5953_MARKER: DD = SURVEY DISK
 CK5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5953+STABILITY: SURFACE MOTION
 CK5953
 CK5953  HISTORY     - Date     Condition        Report By
 CK5953  HISTORY     - 1983     MONUMENTED       GADT
 CK5953
 CK5953                          STATION DESCRIPTION
 CK5953
 CK5953'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5953'THE STATION IS LOCATED IN SAVANNAH.
 CK5953'OWNERSHIP--STATE ROUTE RIGHT OF WAY.
 CK5953'
 CK5953'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK5953'STATE ROUTE 204 IN SAVANNAH, GO WEST ALONG STATE ROUTE 21 FOR
 CK5953'0.7 KM (0.45 MI) TO THE JUNCTION OF MONTGOMERY STREET CROSSING.
 CK5953'CONTINUE GOING WEST ALONG STATE ROUTE 21 FOR 0.3 KM (0.2 MI) TO
 CK5953'THE STATION ON THE RIGHT.
 CK5953'
 CK5953'THE STATION IS A STANDARD GADT DISK
 CK5953'STAMPED---025-239 RM 2 1983---,
 CK5953'SET INTO A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5953'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5953'IT IS LOCATED
 CK5953'0.6 METER (2 FT) NORTH-NORTHEAST FROM THE EAST EDGE OF THE CURB
 CK5953'OF THE HIGHWAY,
 CK5953'13.56 METERS (44.5 FT) EAST-SOUTHEAST FROM THE TOP CENTER OF A
 CK5953'DROP INLET,
 CK5953'1.68 METERS (5.5 FT) SOUTHWEST FROM A WITNESS POST, AND
 CK5953'3.36 METERS (11 FT) SOUTHEAST FROM THE JUNCTION OF 2 FENCES.
 CK5953'
 CK5953'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5953'STAMPED---025-239 RM 2 1983---,
 CK5953'SET IN AN IRREGULAR MASS OF CONCRETE 1.06 METERS BELOW THE SURFACE
 CK5953'OF THE GROUND.
 CK5953'
 CK5953'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5953'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5953'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5953'
 CK5953'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5954 ***********************************************************************
 CK5954  DESIGNATION -  BV 025 240
 CK5954  PID         -  CK5954
 CK5954  STATE/COUNTY-  GA/CHATHAM
 CK5954  USGS QUAD   -  SAVANNAH (1978)
 CK5954
 CK5954                         *CURRENT SURVEY CONTROL
 CK5954  ___________________________________________________________________
 CK5954* NAD 83(1994)-  32 01 25.60454(N)    081 04 53.03248(W)     ADJUSTED  
 CK5954* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 CK5954  ___________________________________________________________________
 CK5954  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CK5954  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 CK5954
 CK5954  HORZ ORDER  -  SECOND
 CK5954
 CK5954.The horizontal coordinates were established by classical geodetic methods
 CK5954.and adjusted by the National Geodetic Survey in September 1997..
 CK5954
 CK5954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5954
 CK5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5954
 CK5954.The geoid height was determined by GEOID03.
 CK5954
 CK5954;                    North         East     Units Scale Factor Converg.
 CK5954;SPC GA E     -   224,868.268   302,516.430   MT  1.00002957   +0 34 31.9
 CK5954;SPC GA E     -   737,755.31    992,505.99   sFT  1.00002957   +0 34 31.9
 CK5954;SPC SC       -    21,125.997   601,908.892   MT  1.00020161   -0 02 42.5
 CK5954;SPC SC       -    69,311.01  1,974,766.71   iFT  1.00020161   -0 02 42.5
 CK5954;UTM  17      - 3,543,074.320   492,313.516   MT  0.99960073   -0 02 35.4
 CK5954
 CK5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5954!SPC GA E     -   1.00000402  x   1.00002957  =   1.00003359
 CK5954!SPC SC       -   1.00000402  x   1.00020161  =   1.00020563
 CK5954!UTM  17      -   1.00000402  x   0.99960073  =   0.99960475
 CK5954
 CK5954|---------------------------------------------------------------------|
 CK5954| PID    Reference Object                     Distance      Geod. Az  |
 CK5954|                                                           dddmmss.s |
 CK5954| CK5955 BV 025 240 RM 1                      24.958 METERS 05842     |
 CK5954| CK5956 BV 025 240 RM 2                     325.858 METERS 25749     |
 CK5954|---------------------------------------------------------------------|
 CK5954
 CK5954                          SUPERSEDED SURVEY CONTROL
 CK5954
 CK5954  NAD 83(1986)-  32 01 25.61851(N)    081 04 53.04618(W) AD(       ) 2
 CK5954  NGVD 29 (10/08/91)    5.9    (m)           19.     (f) VERT ANG       
 CK5954
 CK5954.Superseded values are not recommended for survey control.
 CK5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5954.See file dsdata.txt to determine how the superseded data were derived.
 CK5954
 CK5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9231443074(NAD 83)
 CK5954_MARKER: DD = SURVEY DISK
 CK5954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5954+STABILITY: SURFACE MOTION
 CK5954
 CK5954  HISTORY     - Date     Condition        Report By
 CK5954  HISTORY     - 1983     MONUMENTED       GADT
 CK5954  HISTORY     - 19970105 GOOD             USPSQD
 CK5954
 CK5954                          STATION DESCRIPTION
 CK5954
 CK5954'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5954'THE STATION IS LOCATED IN SAVANNAH.
 CK5954'OWNERSHIP--JULIET LOW ELEMENTARY SCHOOL.
 CK5954'
 CK5954'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 CK5954'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE) ABOUT
 CK5954'7.6 KM (4.75 MI) SOUTH FROM THE SAVANNAH CITY HALL, GO EAST ALONG
 CK5954'STATE ROUTE 21 FOR 2.4 KM (1.5 MI) TO THE WESTERN MOST ENTRANCE
 CK5954'OF THE HERSHELL JENKINS HIGH SCHOOL.  CONTINUE GOING EAST ALONG
 CK5954'STATE ROUTE 21 FOR 0.3 KM (0.2 MI)  TO THE JUNCTION OF
 CK5954'TIMBERLINE ROAD TO THE LEFT.  TURN LEFT GOING NORTH ALONG
 CK5954'TIMBERLINE ROAD FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF BLUE RIDGE
 CK5954'ROAD TO THE LEFT.  TURN LEFT GOING WESTERLY ALONG BLUE RIDGE ROAD
 CK5954'FOR 0.1 KM (0.05 MI) TO THE JULIET LOW ELEMENTARY SCHOOL ON THE
 CK5954'LEFT, A SHARP CURVE TO THE RIGHT, AND THE STATION ON THE LEFT.
 CK5954'
 CK5954'THE STATION IS A STANDARD GADT DISK
 CK5954'STAMPED---025-240 1983---,
 CK5954'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5954'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5954'IT IS LOCATED
 CK5954'51 METERS (166 FT) SOUTH FROM THE CENTERLINE OF BLUE RIDGE ROAD,
 CK5954'2.58 METERS (8.4 FT) NORTH-NORTHEAST FROM A 6 INCH SQUARE CONCRETE
 CK5954'POST PROJECTING 3 FEET IN AN OLD FENCELINE,
 CK5954'6.98 METERS (22.9 FT) EAST FROM AN EIGHTY INCH LIVE OAK TREE,
 CK5954'8.64 METERS (28.3 FT) WEST FROM A 24 INCH PINE TREE,
 CK5954'19.56 METERS (64.14 FT) WEST FROM THE CORNER OF A CHAIN LINK
 CK5954'FENCE,
 CK5954'AND
 CK5954'28.9 METERS (88.2 FT) NORTHEAST FROM THE NORTHWEST CORNER OF
 CK5954'THE WING ON THE EAST SIDE OF THE SCHOOL BUILDING.
 CK5954'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5954'STAMPED---025-240 1983---,
 CK5954'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK5954'OF THE GROUND.
 CK5954'
 CK5954'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK5954'STAMPED---025-240 RM 1 1983---,
 CK5954'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5954'PROJECTING 2.54 CM ABOVE THE SURFACE OF THE GROUND.
 CK5954'IT IS LOCATED
 CK5954'30.1 METERS (101 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF BLUE
 CK5954'RIDGE ROAD,
 CK5954'9.25 METERS (30.3 FT) SOUTHWEST FROM A FENCE CORNER,
 CK5954'2.08 METERS (6.7 FT) WEST FROM A METAL WITNESS POST SET AT A
 CK5954'FENCE, AND
 CK5954'18.08 METERS (59.3 FT) NORTH FROM THE FENCE CORNER.
 CK5954'
 CK5954'TO REACH THE REFERENCE MARK 2 FROM THE JUNCTION OF STATE ROUTE 21
 CK5954'AND THE WESTERN-MOST DRIVEWAY TO THE HERSHELL JENKINS HIGH SCHOOL,
 CK5954'GO NORTH-NORTHWEST ACROSS THE PARKING LOT FOR ABOUT 30.48 METERS
 CK5954'(100 FT) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE GOING
 CK5954'NORTH-NORTHWEST ACROSS DRIVERS TRAINING COURSE FOR 0.15 KM
 CK5954'(0.1 MI) TO THE WEST SIDE OF THE PAVED DRIVERS TRAINING COURSE
 CK5954'AND THE REFERENCE MARK 2.
 CK5954'REFERENCE MARK 2 IS A STANDARD GADT DISK
 CK5954'STAMPED---025-240 RM 2 1983---,
 CK5954'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5954'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5954'IT IS LOCATED
 CK5954'0.91 METER (3 FT) NORTHWEST FROM THE EDGE OF THE PAVEMENT,
 CK5954'30.79 METERS (101 FT) NORTH-NORTHEAST FROM AN EIGHTEEN INCH PINE
 CK5954'TREE, AND
 CK5954'1.22 METERS (4 FT) EAST FROM A WITNESS POST.
 CK5954'THE UNDERGROUND REFERENCE MARK 2 IS A STANDARD GADT DISK
 CK5954'STAMPED---025-240 RM 2 1983---,
 CK5954'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK5954'OF THE GROUND.
 CK5954'
 CK5954'HEIGHT OF THE LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5954'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5954'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5954'
 CK5954'DESCRIBED BY C.Z. JONES.
 CK5954
 CK5954                          STATION RECOVERY (1997)
 CK5954
 CK5954'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK5954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5956 ***********************************************************************
 CK5956  DESIGNATION -  BV 025 240 RM 2
 CK5956  PID         -  CK5956
 CK5956  STATE/COUNTY-  GA/CHATHAM
 CK5956  USGS QUAD   -  SAVANNAH (1978)
 CK5956
 CK5956                         *CURRENT SURVEY CONTROL
 CK5956  ___________________________________________________________________
 CK5956* NAD 83(1994)-  32 01 23.37026(N)    081 05 05.17008(W)     ADJUSTED  
 CK5956* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 CK5956  ___________________________________________________________________
 CK5956  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CK5956  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 CK5956
 CK5956  HORZ ORDER  -  SECOND
 CK5956
 CK5956.The horizontal coordinates were established by classical geodetic methods
 CK5956.and adjusted by the National Geodetic Survey in September 1997..
 CK5956.No horizontal observational check was made to the station.
 CK5956
 CK5956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5956
 CK5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5956
 CK5956.The geoid height was determined by GEOID03.
 CK5956
 CK5956;                    North         East     Units Scale Factor Converg.
 CK5956;SPC GA E     -   224,796.255   302,198.620   MT  1.00002877   +0 34 25.5
 CK5956;SPC GA E     -   737,519.05    991,463.31   sFT  1.00002877   +0 34 25.5
 CK5956;SPC SC       -    21,057.419   601,590.265   MT  1.00020191   -0 02 49.2
 CK5956;SPC SC       -    69,086.02  1,973,721.34   iFT  1.00020191   -0 02 49.2
 CK5956;UTM  17      - 3,543,005.772   491,995.083   MT  0.99960079   -0 02 41.8
 CK5956
 CK5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5956!SPC GA E     -   1.00000439  x   1.00002877  =   1.00003316
 CK5956!SPC SC       -   1.00000439  x   1.00020191  =   1.00020630
 CK5956!UTM  17      -   1.00000439  x   0.99960079  =   0.99960517
 CK5956
 CK5956                          SUPERSEDED SURVEY CONTROL
 CK5956
 CK5956  NAD 83(1986)-  32 01 23.38422(N)    081 05 05.18379(W) AD(       ) 2
 CK5956  NGVD 29 (10/08/91)    4.     (m)           13.     (f) VERT ANG       
 CK5956
 CK5956.Superseded values are not recommended for survey control.
 CK5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5956.See file dsdata.txt to determine how the superseded data were derived.
 CK5956
 CK5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9199543006(NAD 83)
 CK5956_MARKER: DD = SURVEY DISK
 CK5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5956+STABILITY: SURFACE MOTION
 CK5956
 CK5956  HISTORY     - Date     Condition        Report By
 CK5956  HISTORY     - 1983     MONUMENTED       GADT
 CK5956  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 CK5956
 CK5956                          STATION DESCRIPTION
 CK5956
 CK5956'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5956'THE STATION IS LOCATED IN SAVANNAH.
 CK5956'OWNERSHIP--HERSHELL JENKINS HIGH SCHOOL.
 CK5956'
 CK5956'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 204
 CK5956'(ABERCORN STREET) AND STATE ROUTE 21 (DERENNE AVENUE) ABOUT
 CK5956'7.6 KM (4.75 MI) SOUTH FROM THE SAVANNAH CITY HALL, GO EAST
 CK5956'ALONG STATE ROUTE 21 FOR 2.4 KM (1.5 MI) TO THE WESTERN-MOST
 CK5956'ENTRANCE TO THE HERSHELL JENKINS HIGH SCHOOL.  TURN LEFT GOING
 CK5956'NORTHWEST ACROSS THE PARKING LOT FOR ABOUT 30.48 METERS (100 FT)
 CK5956'TO A GATE.  PASS TROUGH THE GATE AND CONTINUE GOING NORTHWEST
 CK5956'ACROSS A DRIVING TRAINING COURSE FOR 0.15 KM (0.1 MI) TO THE WEST
 CK5956'SIDE OF THE DRIVERS PAVED TRAINING COURSE AND THE STATION.
 CK5956'
 CK5956'THE STATION IS A STANDARD GADT DISK
 CK5956'STAMPED---025-140 RM 2 1983---,
 CK5956'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5956'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK5956'IT IS LOCATED
 CK5956'0.91 METER (3 FT) NORTHWEST FROM THE EDGE OF THE PAVEMENT,
 CK5956'30.79 METERS (101 FT) NORTH-NORTHEAST FROM AN 18 INCH PINE TREE,
 CK5956'AND
 CK5956'1.22 METERS (4 FT) EAST FROM A WITNESS POST.
 CK5956'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5956'STAMPED---025-240 RM 2---,
 CK5956'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK5956'OF THE GROUND.
 CK5956'
 CK5956'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK5956'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5956'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5956'
 CK5956'DESCRIBED BY C.Z. JONES.
 CK5956
 CK5956                          STATION RECOVERY (1997)
 CK5956
 CK5956'RECOVERY NOTE BY US POWER SQUADRON 1997
 CK5956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5957 ***********************************************************************
 CK5957  DESIGNATION -  BV 025 32
 CK5957  PID         -  CK5957
 CK5957  STATE/COUNTY-  GA/CHATHAM
 CK5957  USGS QUAD   -  MELDRIM SE (1976)
 CK5957
 CK5957                         *CURRENT SURVEY CONTROL
 CK5957  ___________________________________________________________________
 CK5957* NAD 83(1994)-  32 03 21.10989(N)    081 20 44.36675(W)     ADJUSTED  
 CK5957* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 CK5957  ___________________________________________________________________
 CK5957  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CK5957  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 CK5957
 CK5957  HORZ ORDER  -  SECOND
 CK5957
 CK5957.The horizontal coordinates were established by classical geodetic methods
 CK5957.and adjusted by the National Geodetic Survey in September 1997..
 CK5957.No horizontal observational check was made to the station.
 CK5957
 CK5957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5957
 CK5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5957
 CK5957.The geoid height was determined by GEOID03.
 CK5957
 CK5957;                    North         East     Units Scale Factor Converg.
 CK5957;SPC GA E     -   228,205.649   277,526.082   MT  0.99997410   +0 26 08.8
 CK5957;SPC GA E     -   748,704.70    910,516.82   sFT  0.99997410   +0 26 08.8
 CK5957;UTM  17      - 3,546,680.046   467,370.532   MT  0.99961313   -0 11 00.4
 CK5957
 CK5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5957!SPC GA E     -   1.00000357  x   0.99997410  =   0.99997767
 CK5957!UTM  17      -   1.00000357  x   0.99961313  =   0.99961670
 CK5957
 CK5957                          SUPERSEDED SURVEY CONTROL
 CK5957
 CK5957  NAD 83(1986)-  32 03 21.12121(N)    081 20 44.37865(W) AD(       ) 2
 CK5957  NGVD 29 (10/08/91)    8.     (m)           26.     (f) VERT ANG       
 CK5957
 CK5957.Superseded values are not recommended for survey control.
 CK5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5957.See file dsdata.txt to determine how the superseded data were derived.
 CK5957
 CK5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6737146680(NAD 83)
 CK5957_MARKER: DD = SURVEY DISK
 CK5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5957+STABILITY: SURFACE MOTION
 CK5957
 CK5957  HISTORY     - Date     Condition        Report By
 CK5957  HISTORY     - 1983     MONUMENTED       GADT
 CK5957  HISTORY     - 19960412 GOOD             USPSQD
 CK5957
 CK5957                          STATION DESCRIPTION
 CK5957
 CK5957'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5957'THE STATION IS LOCATED APPROXIMATELY 12.0 KM (7.5 MI)
 CK5957'NORTH-NORTHWEST OF RICHMOND HILL, 9,7 KM (6 MI) SOUTH-SOUTHWEST
 CK5957'OF BLOOMINGDALE, AND 21 KM (13 MI) SOUTHWEST OF THE SAVANNAH CITY
 CK5957'HALL ON STATE RIGHT OF WAY.
 CK5957'
 CK5957'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK5957'AND STATE ROUTE 204 LOCATED APPROXIMATELY 6.4 KM (4 MI) NORTH OF
 CK5957'RICHMOND HILL, GO WESTERLY ALONG STATE ROUTE 204 FOR 5.7 KM (3.55
 CK5957'MI) TO THE SPRINGHILL BAPTIST CHURCH ON THE RIGHT.  CONTINUE GOING
 CK5957'WEST ALONG STATE ROUTE 204 FOR 3.0 KM (1.85 MI) TO THE STATION ON
 CK5957'THE RIGHT.
 CK5957'
 CK5957'THE STATION IS A STANDARD GADT DISK
 CK5957'STAMPED---025-32---, SET IN THE TOP OF A 25 CM DIAMETER ROUND
 CK5957'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED
 CK5957'17.2 METERS (56.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CK5957'10.4 METERS (34.2 FT) WEST OF AN 8-INCH PINE TREE,
 CK5957'4.1 METERS (13.5 FT) NORTHEAST OF A POWER POLE, AND
 CK5957'0.7 METER (2.5 FT) SOUTH OF A METAL WITNESS POST.
 CK5957'
 CK5957'DESCRIBED BY T.B. KNIGHT.
 CK5957
 CK5957                          STATION RECOVERY (1996)
 CK5957
 CK5957'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5958 ***********************************************************************
 CK5958  DESIGNATION -  BV 025 69
 CK5958  PID         -  CK5958
 CK5958  STATE/COUNTY-  GA/CHATHAM
 CK5958  USGS QUAD   -  SAVANNAH (1978)
 CK5958
 CK5958                         *CURRENT SURVEY CONTROL
 CK5958  ___________________________________________________________________
 CK5958* NAD 83(1994)-  32 04 00.96852(N)    081 06 52.08891(W)     ADJUSTED  
 CK5958* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 CK5958  ___________________________________________________________________
 CK5958  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CK5958  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 CK5958
 CK5958  HORZ ORDER  -  SECOND
 CK5958
 CK5958.The horizontal coordinates were established by classical geodetic methods
 CK5958.and adjusted by the National Geodetic Survey in September 1997..
 CK5958
 CK5958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5958
 CK5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5958
 CK5958.The geoid height was determined by GEOID03.
 CK5958
 CK5958;                    North         East     Units Scale Factor Converg.
 CK5958;SPC GA E     -   229,622.779   299,345.671   MT  1.00002168   +0 33 31.2
 CK5958;SPC GA E     -   753,354.07    982,103.26   sFT  1.00002168   +0 33 31.2
 CK5958;SPC SC       -    25,915.408   598,789.367   MT  1.00018055   -0 03 48.5
 CK5958;SPC SC       -    85,024.30  1,964,532.04   iFT  1.00018055   -0 03 48.5
 CK5958;UTM  17      - 3,547,860.780   489,195.637   MT  0.99960144   -0 03 38.8
 CK5958
 CK5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5958!SPC GA E     -   1.00000293  x   1.00002168  =   1.00002461
 CK5958!SPC SC       -   1.00000293  x   1.00018055  =   1.00018348
 CK5958!UTM  17      -   1.00000293  x   0.99960144  =   0.99960437
 CK5958
 CK5958                          SUPERSEDED SURVEY CONTROL
 CK5958
 CK5958  NAD 83(1986)-  32 04 00.98346(N)    081 06 52.10306(W) AD(       ) 2
 CK5958  NGVD 29 (10/08/91)   12.8    (m)           42.     (f) VERT ANG       
 CK5958
 CK5958.Superseded values are not recommended for survey control.
 CK5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5958.See file dsdata.txt to determine how the superseded data were derived.
 CK5958
 CK5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8919647861(NAD 83)
 CK5958_MARKER: DD = SURVEY DISK
 CK5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5958+STABILITY: SURFACE MOTION
 CK5958
 CK5958  HISTORY     - Date     Condition        Report By
 CK5958  HISTORY     - 1983     MONUMENTED       GADT
 CK5958  HISTORY     - 19961221 GOOD             USPSQD
 CK5958
 CK5958                          STATION DESCRIPTION
 CK5958
 CK5958'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5958'THE STATION IS LOCATED IN SAVANNAH.
 CK5958'
 CK5958'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5958'AND STATE ROUTE 21 (LYNES PARKWAY) IN SAVANNAH, GO EAST ALONG
 CK5958'INTERSTATE HIGHWAY 16 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF
 CK5958'SATE ROUTE 204 CROSSING OVERHEAD AND THE STATION NEAR THE NORTH
 CK5958'END OF THE BRIDGE.
 CK5958'
 CK5958'THE STATION IS A STANDARD GADT DISK
 CK5958'STAMPED---025-69---,
 CK5958'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK5958'FLUSH WITH GROUND.  IT IS LOCATED
 CK5958'8.07 METERS (26.5 FT) NORTH FROM THE CENTERLINE OF THE WEST
 CK5958'BOUND LANE OF THE STATE ROUTE 204,
 CK5958'2.44 METERS (8 FT) NORTHWEST FROM THE NORTHWEST END OF STATE
 CK5958'ROUTE 204 BRIDGE,
 CK5958'23.47 METERS (77 FT) NORTHEAST FROM A LIGHT UTILITY POLE, AND
 CK5958'2.29 METERS (7.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 CK5958'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5958'STAMPED---025-69---,
 CK5958'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5958'
 CK5958'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5958'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK5958'COUNTY GEORGIA 1977.  REVISED JUNE 1977.
 CK5958'
 CK5958'DESCRIBED BY T.B. KNIGHT.
 CK5958
 CK5958                          STATION RECOVERY (1996)
 CK5958
 CK5958'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK5958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5959 ***********************************************************************
 CK5959  DESIGNATION -  BV 025 70
 CK5959  PID         -  CK5959
 CK5959  STATE/COUNTY-  GA/CHATHAM
 CK5959  USGS QUAD   -  SAVANNAH (1978)
 CK5959
 CK5959                         *CURRENT SURVEY CONTROL
 CK5959  ___________________________________________________________________
 CK5959* NAD 83(1994)-  32 04 12.72296(N)    081 06 24.68148(W)     ADJUSTED  
 CK5959* NAVD 88     -        12.2    (meters)      40.     (feet)  VERTCON   
 CK5959  ___________________________________________________________________
 CK5959  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CK5959  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 CK5959
 CK5959  HORZ ORDER  -  SECOND
 CK5959
 CK5959.The horizontal coordinates were established by classical geodetic methods
 CK5959.and adjusted by the National Geodetic Survey in September 1997..
 CK5959
 CK5959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5959
 CK5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5959
 CK5959.The geoid height was determined by GEOID03.
 CK5959
 CK5959;                    North         East     Units Scale Factor Converg.
 CK5959;SPC GA E     -   229,991.868   300,060.967   MT  1.00002344   +0 33 45.9
 CK5959;SPC GA E     -   754,564.99    984,450.02   sFT  1.00002344   +0 33 45.9
 CK5959;SPC SC       -    26,276.766   599,508.741   MT  1.00017898   -0 03 33.3
 CK5959;SPC SC       -    86,209.86  1,966,892.19   iFT  1.00017898   -0 03 33.3
 CK5959;UTM  17      - 3,548,221.961   489,914.578   MT  0.99960125   -0 03 24.2
 CK5959
 CK5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5959!SPC GA E     -   1.00000299  x   1.00002344  =   1.00002643
 CK5959!SPC SC       -   1.00000299  x   1.00017898  =   1.00018197
 CK5959!UTM  17      -   1.00000299  x   0.99960125  =   0.99960424
 CK5959
 CK5959                          SUPERSEDED SURVEY CONTROL
 CK5959
 CK5959  NAD 83(1986)-  32 04 12.73776(N)    081 06 24.69558(W) AD(       ) 2
 CK5959  NGVD 29 (10/08/91)   12.4    (m)           41.     (f) VERT ANG       
 CK5959
 CK5959.Superseded values are not recommended for survey control.
 CK5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5959.See file dsdata.txt to determine how the superseded data were derived.
 CK5959
 CK5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8991548222(NAD 83)
 CK5959_MARKER: DD = SURVEY DISK
 CK5959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5959+STABILITY: SURFACE MOTION
 CK5959
 CK5959  HISTORY     - Date     Condition        Report By
 CK5959  HISTORY     - 1983     MONUMENTED       GADT
 CK5959
 CK5959                          STATION DESCRIPTION
 CK5959
 CK5959'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK5959'THE STATION IS LOCATED IN SAVANNAH ABOUT 2 KM (1.25 MI)
 CK5959'SOUTHWEST OF THE CITY HALL ON STATE RIGHT OF WAY.
 CK5959'OWNERSHIP--STATE OF GEORGIA.
 CK5959'
 CK5959'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16
 CK5959'AND WEST BROAD STREET (U.S. HIGHWAYS 80 SOUTH AND 17 SOUTH AND
 CK5959'STATE ROUTES 25 AND 26 SOUTH), GO SOUTHWEST ALONG INTERSTATE 16
 CK5959'FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT NEAR A BRIDGE OVER
 CK5959'U.S. HIGHWAY 17 ALT.
 CK5959'
 CK5959'THE STATION IS A STANDARD GADT DISK
 CK5959'STAMPED---025-70---,
 CK5959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK5959'FLUSH WITH GROUND.  IT IS LOCATED
 CK5959'6.1 METERS (20.0 FT) SOUTH FROM THE CENTERLINE OF THE WEST-BOUND
 CK5959'LANES OF INTERSTATE 16,
 CK5959'6.4 METERS (21.0 FT) EAST FROM THE SOUTHEAST END OF THE WEST-BOUND
 CK5959'BRIDGE OVER U.S. HIGHWAY 17 ALT,
 CK5959'7.68 METERS (25.2 FT) NORTHEAST FROM THE NORTHEAST END OF THE
 CK5959'EAST-BOUND BRIDGE OVER U.S. HIGHWAY 17 ALT, AND
 CK5959'1.07 METERS (3.5 FT) SOUTH FROM A METAL WITNESS POST.
 CK5959'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5959'STAMPED---025-70---,
 CK5959'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5959'
 CK5959'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1777 ***********************************************************************
 CM1777  CBN         -  This is a Cooperative Base Network Control Station.
 CM1777  DESIGNATION -  BV 026 200
 CM1777  PID         -  CM1777
 CM1777  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1777  USGS QUAD   -  GLEN ALTA (1983)
 CM1777
 CM1777                         *CURRENT SURVEY CONTROL
 CM1777  ___________________________________________________________________
 CM1777* NAD 83(1994)-  32 18 42.83414(N)    084 43 50.82996(W)     ADJUSTED  
 CM1777* NAVD 88     -       179.6    (meters)     589.     (feet)  GPS OBS   
 CM1777  ___________________________________________________________________
 CM1777  X           -     495,524.444 (meters)                     COMP
 CM1777  Y           -  -5,372,978.508 (meters)                     COMP
 CM1777  Z           -   3,389,794.139 (meters)                     COMP
 CM1777  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CM1777  ELLIP HEIGHT-         153.25  (meters)          (03/09/95) GPS OBS
 CM1777  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1777
 CM1777  HORZ ORDER  -  B
 CM1777  ELLP ORDER  -  FIRST     CLASS I
 CM1777
 CM1777.The horizontal coordinates were established by GPS observations
 CM1777.and adjusted by the National Geodetic Survey in March 1995..
 CM1777
 CM1777.The orthometric height was determined by GPS observations and a
 CM1777.high-resolution geoid model.
 CM1777
 CM1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM1777
 CM1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1777
 CM1777.The ellipsoidal height was determined by GPS observations
 CM1777.and is referenced to NAD 83.
 CM1777
 CM1777.The geoid height was determined by GEOID03.
 CM1777
 CM1777;                    North         East     Units Scale Factor Converg.
 CM1777;SPC GA W     -   256,439.453   646,880.761   MT  0.99993478   -0 18 05.6
 CM1777;SPC GA W     -   841,335.11  2,122,307.96   sFT  0.99993478   -0 18 05.6
 CM1777;UTM  16      - 3,577,270.188   713,634.752   MT  1.00016285   +1 12 48.3
 CM1777
 CM1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1777!SPC GA W     -   0.99997594  x   0.99993478  =   0.99991072
 CM1777!UTM  16      -   0.99997594  x   1.00016285  =   1.00013878
 CM1777
 CM1777:                Primary Azimuth Mark                     Grid Az
 CM1777:SPC GA W     -  BUSH RESET                               025 16 53.4
 CM1777:UTM  16      -  BUSH RESET                               023 45 59.5
 CM1777
 CM1777|---------------------------------------------------------------------|
 CM1777| PID    Reference Object                     Distance      Geod. Az  |
 CM1777|                                                           dddmmss.s |
 CM1777| CM1776 BUSH RESET                          APPROX. 6.2 KM 0245847.8 |
 CM1777| CM1917 CUSETTA TV STA WTVM MAST            APPROX. 4.7 KM 2855452.7 |
 CM1777|---------------------------------------------------------------------|
 CM1777
 CM1777                          SUPERSEDED SURVEY CONTROL
 CM1777
 CM1777  NAD 83(1994)-  32 18 42.83733(N)    084 43 50.82963(W) AD(       ) 2
 CM1777  NAD 83(1986)-  32 18 42.83779(N)    084 43 50.83007(W) AD(       ) 2
 CM1777  NAD 27      -  32 18 42.30262(N)    084 43 51.10584(W) AD(       ) 2
 CM1777  NGVD 29 (07/19/86)  179.7    (m)          590.     (f) VERT ANG       
 CM1777
 CM1777.Superseded values are not recommended for survey control.
 CM1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1777.See file dsdata.txt to determine how the superseded data were derived.
 CM1777
 CM1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1363577270(NAD 83)
 CM1777_MARKER: DD = SURVEY DISK
 CM1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1777_STAMPING: 026 200
 CM1777_MARK LOGO: GADT  
 CM1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1777+STABILITY: SURFACE MOTION
 CM1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1777+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 CM1777
 CM1777  HISTORY     - Date     Condition        Report By
 CM1777  HISTORY     - 1972     MONUMENTED       GADT
 CM1777  HISTORY     - 19940505 GOOD             GADT
 CM1777  HISTORY     - 20031112 GOOD             GADT
 CM1777
 CM1777                          STATION DESCRIPTION
 CM1777
 CM1777'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 CM1777'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF
 CM1777'CUSSETA, 5.7 MILES NORTH-NORTHWEST OF RENFROE, AND 12.4 MILES
 CM1777'WEST OF BUENA VISTA.
 CM1777'
 CM1777'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 SPUR
 CM1777'AND GA. 137, GO EAST ALONG GA. 137 FOR 1.70 MILES TO THE SEABOARD
 CM1777'COAST LINE RAILROAD CROSSING, CONTINUE EAST ALONG GA. 137 FOR
 CM1777'0.82 MILE TO THE INTERSECTION OF GA. 26 ON THE RIGHT, TURN RIGHT
 CM1777'AND GO EAST ALONG THE PAVED ROAD FOR 0.15 MILE TO THE STATION ON
 CM1777'THE RIGHT ON A HIGH BANK.
 CM1777'
 CM1777'STATION MARKS ARE STANDARD DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1777'STAMPED 026-200.  THE SURFACE DISK IS SET IN THE TOP OF A
 CM1777'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1777'GROUND.  IT IS 59.5 FEET SOUTH OF THE CENTERLINE OF GA. 26, 147.0
 CM1777'FEET WEST OF A POWER POLE, AND 32.0 FEET NORTH OF THE CENTERLINE
 CM1777'OF A WOODS ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CM1777'MASS OF CONCRETE 3.15 FEET BELOW THE SURFACE MARK (NOTE--THE
 CM1777'SUB-SURFACE MARK IS NOT STAMPED.)
 CM1777'
 CM1777'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
 CM1777
 CM1777                          STATION RECOVERY (1994)
 CM1777
 CM1777'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 CM1777'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF CUSSETTA,
 CM1777'5.7 MI (9.2 KM) NORTH-NORTHWEST OF RENFROE, 12.4 MI (20.0 KM) WEST OF
 CM1777'BUENA VISTA AND ALONG STATE ROUTE 26. TO REACH THE STATION FROM THE
 CM1777'JUNCTION OF U.S. HIGHWAY 27 AND STATE ROUTE 26, ABOUT 1.0 MI (1.6 KM)
 CM1777'NORTH OF CUSSETTA, GO EAST ON STATE ROUTE 26 FOR 3.6 MI (5.8 KM) TO A
 CM1777'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) TO A
 CM1777'T-INTERSECTION, TURN LEFT GO EAST FOR 0.05 MI (0.08 KM) TO A DIRT
 CM1777'DRIVE ON THE LEFT. THE STATION IS RECESSED 0.05 BELOW LEVEL OF THE
 CM1777'GROUND.  THE STATION IS LOCATED 25.5 M (83.7 FT) WEST OF A POWER POLE,
 CM1777'18.14 M (59.51 FT) SOUTH OF THE CENTERLINE OF STATE ROUTE 27, 10.0 M
 CM1777'(32.8 FT) NORTH OF THE DFIRT DRIVE AND 0.8 M (2.6 FT) NORTH OF A
 CM1777'WITNESS POST.
 CM1777
 CM1777                          STATION RECOVERY (2003)
 CM1777
 CM1777'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CM1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1783 ***********************************************************************
 CM1783  DESIGNATION -  BV 026 201 GAHD 1973
 CM1783  PID         -  CM1783
 CM1783  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1783  USGS QUAD   -  GLEN ALTA (1983)
 CM1783
 CM1783                         *CURRENT SURVEY CONTROL
 CM1783  ___________________________________________________________________
 CM1783* NAD 83(1994)-  32 19 46.57301(N)    084 41 38.52736(W)     ADJUSTED  
 CM1783* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 CM1783  ___________________________________________________________________
 CM1783  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CM1783  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CM1783
 CM1783  HORZ ORDER  -  SECOND
 CM1783
 CM1783.The horizontal coordinates were established by classical geodetic methods
 CM1783.and adjusted by the National Geodetic Survey in September 1997..
 CM1783
 CM1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1783
 CM1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1783
 CM1783.The geoid height was determined by GEOID03.
 CM1783
 CM1783;                    North         East     Units Scale Factor Converg.
 CM1783;SPC GA W     -   258,385.050   650,351.029   MT  0.99993039   -0 16 55.3
 CM1783;SPC GA W     -   847,718.28  2,133,693.33   sFT  0.99993039   -0 16 55.3
 CM1783;UTM  16      - 3,579,307.362   717,053.173   MT  1.00018101   +1 14 01.3
 CM1783
 CM1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1783!SPC GA W     -   0.99997595  x   0.99993039  =   0.99990634
 CM1783!UTM  16      -   0.99997595  x   1.00018101  =   1.00015696
 CM1783
 CM1783:                Primary Azimuth Mark                     Grid Az
 CM1783:SPC GA W     -  RENFROE RESET                            186 00 23.3
 CM1783:UTM  16      -  RENFROE RESET                            184 29 26.7
 CM1783
 CM1783|---------------------------------------------------------------------|
 CM1783| PID    Reference Object                     Distance      Geod. Az  |
 CM1783|                                                           dddmmss.s |
 CM1783| CM1852 RENFROE RESET                       APPROX.11.1 KM 1854328.0 |
 CM1783| CM1917 CUSETTA TV STA WTVM MAST            APPROX. 8.1 KM 2651820.2 |
 CM1783|---------------------------------------------------------------------|
 CM1783
 CM1783                          SUPERSEDED SURVEY CONTROL
 CM1783
 CM1783  NAD 83(1994)-  32 19 46.57718(N)    084 41 38.52676(W) AD(       ) 2
 CM1783  NAD 83(1986)-  32 19 46.57759(N)    084 41 38.52729(W) AD(       ) 2
 CM1783  NAD 27      -  32 19 46.04159(N)    084 41 38.80553(W) AD(       ) 2
 CM1783  NGVD 29 (07/19/86)  179.6    (m)          589.     (f) VERT ANG       
 CM1783
 CM1783.Superseded values are not recommended for survey control.
 CM1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1783.See file dsdata.txt to determine how the superseded data were derived.
 CM1783
 CM1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1705379307(NAD 83)
 CM1783_MARKER: DD = SURVEY DISK
 CM1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1783+STABILITY: SURFACE MOTION
 CM1783
 CM1783  HISTORY     - Date     Condition        Report By
 CM1783  HISTORY     - 1972     MONUMENTED       GADT
 CM1783
 CM1783                          STATION DESCRIPTION
 CM1783
 CM1783'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 CM1783'THE STATION IS ABOUT 5.1 MILES NORTHEAST OF CUSSETA, 10.3 MILES
 CM1783'NORTHWEST OF BUENA VISTA AND 7.0 MILES NORTH-NORTHEAST OF RENFROE.
 CM1783'
 CM1783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41
 CM1783'AND 26 AT THE COURT HOUSE SQUARE IN BUENA VISTA, GO EAST ON
 CM1783'HIGHWAY 26 FOR 8.35 MILES TO THE JUNCTION WITH STATE HIGHWAY 355
 CM1783'ON THE LEFT.  TURN LEFT AND GO NORTH ON HIGHWAY 355 FOR 1.7
 CM1783'MILES TO THE JUNCTION WITH STATE HIGHWAY 137 ON THE LEFT.  TURN
 CM1783'LEFT AND GO WEST ON HIGHWAY 137 FOR 2.2 MILES TO A GRADED ROAD
 CM1783'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.6
 CM1783'MILE TO THE STATION ON THE RIGHT NEAR A HELICOPTER LANDING
 CM1783'PAD.
 CM1783'
 CM1783'STATION MARKS ARE STANDARD BASS DISKS OF THE GEORGIA HIGHWAY
 CM1783'DEPARTMENT, STAMPED 026-2-1.  THE SURFACE DISK IS SET IN THE
 CM1783'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 CM1783'WITH THE GROUND.  IT IS 77.6 FEET SOUTH OF THE CENTER OF THE DIRT
 CM1783'ROAD, 151.5 FEET EAST OF A TELEPHONE LINE POLE, 6.5 FEET
 CM1783'SOUTHEAST OF THE NORTHEAST EDGE OF THE HELICOPTER LANDING PAD AND
 CM1783'4.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HELICOPTER
 CM1783'LANDING PAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CM1783'MASS OF CONCRETE 3.15 FEET BELOW THE SURFACE OF THE GROUND.
 CM1783'
 CM1783'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 CM1783'
 CM1783'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1780 ***********************************************************************
 CM1780  DESIGNATION -  BV 026 202 GAHD 1973
 CM1780  PID         -  CM1780
 CM1780  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1780  USGS QUAD   -  GLEN ALTA (1983)
 CM1780
 CM1780                         *CURRENT SURVEY CONTROL
 CM1780  ___________________________________________________________________
 CM1780* NAD 83(1994)-  32 18 20.35184(N)    084 42 04.89328(W)     ADJUSTED  
 CM1780* NAVD 88     -       174.4    (meters)     572.     (feet)  VERTCON   
 CM1780  ___________________________________________________________________
 CM1780  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CM1780  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CM1780
 CM1780  HORZ ORDER  -  SECOND
 CM1780
 CM1780.The horizontal coordinates were established by classical geodetic methods
 CM1780.and adjusted by the National Geodetic Survey in September 1997..
 CM1780
 CM1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1780
 CM1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1780
 CM1780.The geoid height was determined by GEOID03.
 CM1780
 CM1780;                    North         East     Units Scale Factor Converg.
 CM1780;SPC GA W     -   255,732.775   649,648.267   MT  0.99993125   -0 17 08.8
 CM1780;SPC GA W     -   839,016.61  2,131,387.69   sFT  0.99993125   -0 17 08.8
 CM1780;UTM  16      - 3,576,636.768   716,420.633   MT  1.00017763   +1 13 44.2
 CM1780
 CM1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1780!SPC GA W     -   0.99997674  x   0.99993125  =   0.99990799
 CM1780!UTM  16      -   0.99997674  x   1.00017763  =   1.00015437
 CM1780
 CM1780:                Primary Azimuth Mark                     Grid Az
 CM1780:SPC GA W     -  DANIELS                                  044 41 32.8
 CM1780:UTM  16      -  DANIELS                                  043 10 39.8
 CM1780
 CM1780|---------------------------------------------------------------------|
 CM1780| PID    Reference Object                     Distance      Geod. Az  |
 CM1780|                                                           dddmmss.s |
 CM1780| CM1761 DANIELS                             APPROX. 5.9 KM 0442424.0 |
 CM1780| CM1778 BV 026 202 GAHD 1973 PTA             30.553 METERS 07751     |
 CM1780| CM1917 CUSETTA TV STA WTVM MAST            APPROX. 7.6 KM 2851311.2 |
 CM1780|---------------------------------------------------------------------|
 CM1780
 CM1780                          SUPERSEDED SURVEY CONTROL
 CM1780
 CM1780  NAD 83(1994)-  32 18 20.35574(N)    084 42 04.89271(W) AD(       ) 2
 CM1780  NAD 83(1986)-  32 18 20.35613(N)    084 42 04.89302(W) AD(       ) 2
 CM1780  NAD 27      -  32 18 19.81941(N)    084 42 05.17283(W) AD(       ) 2
 CM1780  NGVD 29 (07/19/86)  174.5    (m)          573.     (f) VERT ANG       
 CM1780
 CM1780.Superseded values are not recommended for survey control.
 CM1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1780.See file dsdata.txt to determine how the superseded data were derived.
 CM1780
 CM1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1642176637(NAD 83)
 CM1780_MARKER: DD = SURVEY DISK
 CM1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1780+STABILITY: SURFACE MOTION
 CM1780
 CM1780  HISTORY     - Date     Condition        Report By
 CM1780  HISTORY     - 1973     MONUMENTED       GADT
 CM1780
 CM1780                          STATION DESCRIPTION
 CM1780
 CM1780'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1780'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES EAST OF CUSSETA,
 CM1780'10.3 MILES WEST OF BUENA VISTA, AND 5.3 MILES NORTHEAST OF RENFROE
 CM1780'AND ON THE RIGHT-OF-WAY OF GA. 26.
 CM1780'
 CM1780'TO REACH THE STATION FROM THE INTERSECTION OF GA. 41 AND GA. 26
 CM1780'AND THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN BUENA VISTA,
 CM1780'GO WEST ALONG GA. 26 FOR 8.30 MILES TO THE CENTRAL OF GEORGIA
 CM1780'RAILROAD BRIDGE, CONTINUE WEST ON THE PAVED ROAD FOR 0.35 MILE
 CM1780'TO THE STATION ON THE LEFT ON THE TOP OF A HIGH BANK.
 CM1780'
 CM1780'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1780'DEPARTMENT, STAMPED 026-202.  THE SURFACE DISK IS SET IN THE
 CM1780'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1780'THE GROUND.  IT IS 3.5 FEET NORTH OF THE WOODS LINE, 30.0 FEET
 CM1780'WEST OF THE WEST END OF AN ASPHALT DRAINAGE DITCH, AND 134.0
 CM1780'FEET SOUTH OF THE CENTERLINE OF GA. 26.  THE UNDERGROUND MARK IS
 CM1780'IN AN IRREGULAR MASS OF CONCRETE THAT IS 3.45 FEET BELOW THE
 CM1780'SURFACE DISK.  NOTE--STATION WAS SET BY THE A-POINT METHOD.
 CM1780'
 CM1780'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1785 ***********************************************************************
 CM1785  DESIGNATION -  BV 026 203
 CM1785  PID         -  CM1785
 CM1785  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1785  USGS QUAD   -  GLEN ALTA (1983)
 CM1785
 CM1785                         *CURRENT SURVEY CONTROL
 CM1785  ___________________________________________________________________
 CM1785* NAD 83(1994)-  32 15 50.39471(N)    084 40 05.89994(W)     ADJUSTED  
 CM1785* NAVD 88     -       201.6    (meters)     661.     (feet)  VERTCON   
 CM1785  ___________________________________________________________________
 CM1785  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CM1785  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CM1785
 CM1785  HORZ ORDER  -  SECOND
 CM1785
 CM1785.The horizontal coordinates were established by classical geodetic methods
 CM1785.and adjusted by the National Geodetic Survey in September 1997..
 CM1785
 CM1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1785
 CM1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1785
 CM1785.The geoid height was determined by GEOID03.
 CM1785
 CM1785;                    North         East     Units Scale Factor Converg.
 CM1785;SPC GA W     -   251,098.944   652,739.354   MT  0.99992754   -0 16 04.0
 CM1785;SPC GA W     -   823,813.79  2,141,529.03   sFT  0.99992754   -0 16 04.0
 CM1785;UTM  16      - 3,572,085.048   719,633.885   MT  1.00019492   +1 14 42.7
 CM1785
 CM1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1785!SPC GA W     -   0.99997246  x   0.99992754  =   0.99990001
 CM1785!UTM  16      -   0.99997246  x   1.00019492  =   1.00016738
 CM1785
 CM1785:                Primary Azimuth Mark                     Grid Az
 CM1785:SPC GA W     -  BV 026 203 AZ MK                         103 35 54.2
 CM1785:UTM  16      -  BV 026 203 AZ MK                         102 05 07.5
 CM1785
 CM1785|---------------------------------------------------------------------|
 CM1785| PID    Reference Object                     Distance      Geod. Az  |
 CM1785|                                                           dddmmss.s |
 CM1785| CY8393 BV 026 203 AZ MK                                   1031950.2 |
 CM1785| CM1786 BV 026 203 GAHD 1973 PTA              9.310 METERS 21709     |
 CM1785| CM1852 RENFROE RESET                       APPROX. 5.2 KM 2231102.5 |
 CM1785|---------------------------------------------------------------------|
 CM1785
 CM1785                          SUPERSEDED SURVEY CONTROL
 CM1785
 CM1785  NAD 83(1994)-  32 15 50.39955(N)    084 40 05.89934(W) AD(       ) 2
 CM1785  NAD 83(1986)-  32 15 50.39956(N)    084 40 05.89963(W) AD(       ) 2
 CM1785  NAD 27      -  32 15 49.85426(N)    084 40 06.18541(W) AD(       ) 2
 CM1785  NGVD 29 (07/19/86)  201.6    (m)          661.     (f) VERT ANG       
 CM1785
 CM1785.Superseded values are not recommended for survey control.
 CM1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1785.See file dsdata.txt to determine how the superseded data were derived.
 CM1785
 CM1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1963472085(NAD 83)
 CM1785_MARKER: DD = SURVEY DISK
 CM1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1785
 CM1785  HISTORY     - Date     Condition        Report By
 CM1785  HISTORY     - 1973     MONUMENTED       GADT
 CM1785
 CM1785                          STATION DESCRIPTION
 CM1785
 CM1785'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1785'THE STATION IS ABOUT 3.4 MILES NORTHEAST OF RENFROE, 6.6 MILES
 CM1785'SOUTHEAST OF CUSSETA, 9.6 MILES SOUTHWEST OF BUENA VISTA.
 CM1785'
 CM1785'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CM1785'41 AND 26 AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 CM1785'BUENA VISTA, GO SOUTH ON STATE HIGHWAY 41 FOR 0.7 MILE TO THE
 CM1785'JUNCTION WITH COUNTY ROAD S-640 ON THE RIGHT.  TURN RIGHT AND GO
 CM1785'SOUTHWEST AND WEST ON ROAD S-640 FOR 10.3 MILES TO THE JUNCTION
 CM1785'WITH COUNTY ROAD S-2003 ON THE LEFT.  CONTINUE WEST ON ROAD
 CM1785'S-640 FOR 0.8 MILE TO THE STATION ON THE LEFT IN A YARD.
 CM1785'
 CM1785'STATION MARKS ARE STANDARD DISKS OF THE GEORGIA HIGHWAY
 CM1785'DEPARTMENT, STAMPED 026-203.  THE SURFACE DISK IS SET IN THE TOP
 CM1785'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 CM1785'THE GROUND.  IT IS 67.6 FEET SOUTHEAST OF A TELEPHONE LINE POLE,
 CM1785'55.5 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD S-640, 99.5 FEET
 CM1785'WEST OF THE NORTHWEST CORNER OF A HOUSE AND 121.8 FEET NORTHWEST
 CM1785'OF A TELEPHONE LINE POLE NEAR A SHED.  THE UNDERGROUND DISK IS
 CM1785'SET IN AN IRREGULAR MASS OF CONCRETE 2.6 FEET BELOW THE GROUND
 CM1785'SURFACE.
 CM1785'
 CM1785'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY
 CM1785'ROAD S-640 FOR 0.1 MILE TO THE MARK ON THE LEFT.  THE AZIMUTH
 CM1785'MARK IS A STANDARD DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1785'STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CM1785'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 2.2 FEET NORTH OF
 CM1785'A POWER LINE POLE, 124.3 FEET EAST OF THE EAST CORNER OF A HOUSE
 CM1785'AND 125.5 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD S-640 AT
 CM1785'A POINT WHERE THE ROAD MAKES A CURVE.  NOTE--STATION SET BY A
 CM1785'POINT METHOD.
 CM1785'
 CM1785'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2006 ***********************************************************************
 EE2006  DESIGNATION -  BV 027 200 GAHD 1972
 EE2006  PID         -  EE2006
 EE2006  STATE/COUNTY-  GA/CHATTOOGA
 EE2006  USGS QUAD   -  SUBLIGNA (1981)
 EE2006
 EE2006                         *CURRENT SURVEY CONTROL
 EE2006  ___________________________________________________________________
 EE2006* NAD 83(1994)-  34 33 59.06102(N)    085 10 02.79781(W)     ADJUSTED  
 EE2006* NAVD 88     -       230.2    (meters)     755.     (feet)  VERTCON   
 EE2006  ___________________________________________________________________
 EE2006  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 EE2006  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE2006
 EE2006  HORZ ORDER  -  SECOND
 EE2006
 EE2006.The horizontal coordinates were established by classical geodetic methods
 EE2006.and adjusted by the National Geodetic Survey in September 1997..
 EE2006
 EE2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2006
 EE2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2006
 EE2006.The geoid height was determined by GEOID03.
 EE2006
 EE2006;                    North         East     Units Scale Factor Converg.
 EE2006;SPC GA W     -   506,782.449   608,169.091   MT  1.00000391   -0 34 04.2
 EE2006;SPC GA W     - 1,662,668.75  1,995,301.43   sFT  1.00000391   -0 34 04.2
 EE2006;UTM  16      - 3,826,486.468   668,111.387   MT  0.99994835   +1 02 23.9
 EE2006
 EE2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2006!SPC GA W     -   0.99996845  x   1.00000391  =   0.99997236
 EE2006!UTM  16      -   0.99996845  x   0.99994835  =   0.99991680
 EE2006
 EE2006:                Primary Azimuth Mark                     Grid Az
 EE2006:SPC GA W     -  JOHNS MTN LOT                            045 46 48.2
 EE2006:UTM  16      -  JOHNS MTN LOT                            044 10 20.1
 EE2006
 EE2006|---------------------------------------------------------------------|
 EE2006| PID    Reference Object                     Distance      Geod. Az  |
 EE2006|                                                           dddmmss.s |
 EE2006| EE2002 JOHNS MTN LOT                       APPROX. 8.9 KM 0451244.0 |
 EE2006|---------------------------------------------------------------------|
 EE2006
 EE2006                          SUPERSEDED SURVEY CONTROL
 EE2006
 EE2006  NAD 83(1994)-  34 33 59.06547(N)    085 10 02.80339(W) AD(       ) 2
 EE2006  NAD 83(1986)-  34 33 59.06666(N)    085 10 02.80234(W) AD(       ) 2
 EE2006  NAD 27      -  34 33 58.76589(N)    085 10 02.97726(W) AD(       ) 2
 EE2006  NGVD 29 (07/19/86)  230.2    (m)          755.     (f) VERT ANG       
 EE2006
 EE2006.Superseded values are not recommended for survey control.
 EE2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2006.See file dsdata.txt to determine how the superseded data were derived.
 EE2006
 EE2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6811126486(NAD 83)
 EE2006_MARKER: DD = SURVEY DISK
 EE2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2006+STABILITY: SURFACE MOTION
 EE2006
 EE2006  HISTORY     - Date     Condition        Report By
 EE2006  HISTORY     - 1972     MONUMENTED       GADT
 EE2006
 EE2006                          STATION DESCRIPTION
 EE2006
 EE2006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2006'THE STATION IS LOCATED 1.2 MILES EAST OF SUBLIGNA, 8.2 MILES
 EE2006'EAST OF TRION, AND 12.0 MILES NORTH OF THE INTERSECTION OF
 EE2006'STATE ROUTE 156 AND STATE ROUTE 140.
 EE2006'
 EE2006'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140
 EE2006'AND U.S. 27, APPROXIMATELY 9 MILES NORTH OF ROME, GO NORTH ON
 EE2006'U.S. 27 FOR 7.7 MILES TO COUNTY ROAD 91028 ON THE RIGHT.  TURN
 EE2006'RIGHT AND GO EAST ON COUNTY ROAD 91028 FOR 9.8 MILES TO THE
 EE2006'INTERSECTION OF COUNTY ROAD 2205 AND COUNTY ROAD 91028.  THE
 EE2006'STATION IS LOCATED IN THE NORTHWEST CORNER OF A FIELD AT THIS
 EE2006'INTERSECTION.
 EE2006'
 EE2006'THE STATION IS A STANDARD DISK STAMPED 027-200, SET IN A 10
 EE2006'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2006'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-200,
 EE2006'SET IN AN IRREGULAR MASS OF CONCRETE 0.83 METER BELOW THE
 EE2006'SURFACE OF THE GROUND.  IT IS LOCATED 36.7 FEET SOUTHWEST OF A
 EE2006'POWER POLE, 63.2 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 EE2006'91028, AND 34.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 EE2006'2205.
 EE2006'
 EE2006'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.  JOHNS MTN
 EE2006'LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2140 ***********************************************************************
 EE2140  DESIGNATION -  BV 027 201 GAHD 1972
 EE2140  PID         -  EE2140
 EE2140  STATE/COUNTY-  GA/CHATTOOGA
 EE2140  USGS QUAD   -  ARMUCHEE (1968)
 EE2140
 EE2140                         *CURRENT SURVEY CONTROL
 EE2140  ___________________________________________________________________
 EE2140* NAD 83(1994)-  34 28 38.32824(N)    085 13 09.47971(W)     ADJUSTED  
 EE2140* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 EE2140  ___________________________________________________________________
 EE2140  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EE2140  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EE2140
 EE2140  HORZ ORDER  -  SECOND
 EE2140
 EE2140.The horizontal coordinates were established by classical geodetic methods
 EE2140.and adjusted by the National Geodetic Survey in September 1997..
 EE2140
 EE2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2140
 EE2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2140
 EE2140.The geoid height was determined by GEOID03.
 EE2140
 EE2140;                    North         East     Units Scale Factor Converg.
 EE2140;SPC GA W     -   496,948.030   603,307.701   MT  1.00001520   -0 35 45.3
 EE2140;SPC GA W     - 1,630,403.66  1,979,352.02   sFT  1.00001520   -0 35 45.3
 EE2140;UTM  16      - 3,816,520.370   663,527.851   MT  0.99992962   +1 00 29.7
 EE2140
 EE2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2140!SPC GA W     -   0.99994591  x   1.00001520  =   0.99996111
 EE2140!UTM  16      -   0.99994591  x   0.99992962  =   0.99987553
 EE2140
 EE2140:                Primary Azimuth Mark                     Grid Az
 EE2140:SPC GA W     -  BV 057 202 GAHD 1972                     085 03 51.0
 EE2140:UTM  16      -  BV 057 202 GAHD 1972                     083 27 36.0
 EE2140
 EE2140|---------------------------------------------------------------------|
 EE2140| PID    Reference Object                     Distance      Geod. Az  |
 EE2140|                                                           dddmmss.s |
 EE2140| EE2145 BV 057 202 GAHD 1972                APPROX. 5.4 KM 0842805.7 |
 EE2140|---------------------------------------------------------------------|
 EE2140
 EE2140                          SUPERSEDED SURVEY CONTROL
 EE2140
 EE2140  NAD 83(1994)-  34 28 38.33196(N)    085 13 09.48345(W) AD(       ) 2
 EE2140  NAD 83(1986)-  34 28 38.33328(N)    085 13 09.48234(W) AD(       ) 2
 EE2140  NAD 27      -  34 28 38.01957(N)    085 13 09.65388(W) AD(       ) 2
 EE2140  NGVD 29 (07/19/86)  373.7    (m)         1226.     (f) VERT ANG       
 EE2140
 EE2140.Superseded values are not recommended for survey control.
 EE2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2140.See file dsdata.txt to determine how the superseded data were derived.
 EE2140
 EE2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6352816520(NAD 83)
 EE2140_MARKER: DD = SURVEY DISK
 EE2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2140+STABILITY: SURFACE MOTION
 EE2140
 EE2140  HISTORY     - Date     Condition        Report By
 EE2140  HISTORY     - 1972     MONUMENTED       GADT
 EE2140
 EE2140                          STATION DESCRIPTION
 EE2140
 EE2140'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2140'THE STATION IS LOCATED 7.4 MILES EAST OF SUMMERVILLE, 7.0 MILES
 EE2140'SOUTHEAST OF TRION, AND 6.0 MILES SOUTH OF SUBLIGNA ON THE
 EE2140'PROPERTY OF MR. M. M. ALLEN.
 EE2140'
 EE2140'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140
 EE2140'AND U.S. 27, APPROXIMATELY 9 MILES NORTH OF ROME, GO NORTH ON
 EE2140'U.S. 27 FOR 4.2 MILES TO COUNTY ROAD 10 ON THE RIGHT.  TURN
 EE2140'RIGHT AND GO EAST ON COUNTY ROAD 10 FOR 6.0 MILES UNTIL IT
 EE2140'ENDS.  THE STATION IS LOCATED APPROXIMATELY 0.25 MILE FROM THE
 EE2140'DEAD END IN A PASTURE.
 EE2140'
 EE2140'THE STATION IS A STANDARD DISK STAMPED 027-201, SET IN A 10 INCH
 EE2140'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2140'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-201,
 EE2140'SET IN AN IRREGULAR MASS OF CONCRETE 0.85 METER BELOW THE SURFACE
 EE2140'OF THE GROUND.  IT IS LOCATED 264.6 FEET SOUTH OF AN 8 INCH CEDAR
 EE2140'TREE, 185.6 FEET SOUTHWEST OF A 10 INCH PINE TREE, AND 155.8
 EE2140'FEET WEST OF A 14 INCH PINE TREE.
 EE2140'
 EE2140'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  B V 057-202
 EE2140'(GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2007 ***********************************************************************
 EE2007  DESIGNATION -  BV 027 202 GAHD 1972
 EE2007  PID         -  EE2007
 EE2007  STATE/COUNTY-  GA/CHATTOOGA
 EE2007  USGS QUAD   -  SUBLIGNA (1981)
 EE2007
 EE2007                         *CURRENT SURVEY CONTROL
 EE2007  ___________________________________________________________________
 EE2007* NAD 83(1994)-  34 31 07.59829(N)    085 13 07.45880(W)     ADJUSTED  
 EE2007* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 EE2007  ___________________________________________________________________
 EE2007  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 EE2007  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE2007
 EE2007  HORZ ORDER  -  SECOND
 EE2007
 EE2007.The horizontal coordinates were established by classical geodetic methods
 EE2007.and adjusted by the National Geodetic Survey in September 1997..
 EE2007
 EE2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2007
 EE2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2007
 EE2007.The geoid height was determined by GEOID03.
 EE2007
 EE2007;                    North         East     Units Scale Factor Converg.
 EE2007;SPC GA W     -   501,546.964   603,407.108   MT  1.00001497   -0 35 46.4
 EE2007;SPC GA W     - 1,645,492.00  1,979,678.15   sFT  1.00001497   -0 35 46.4
 EE2007;UTM  16      - 3,821,119.890   663,498.410   MT  0.99992950   +1 00 34.6
 EE2007
 EE2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2007!SPC GA W     -   0.99996651  x   1.00001497  =   0.99998148
 EE2007!UTM  16      -   0.99996651  x   0.99992950  =   0.99989601
 EE2007
 EE2007:                Primary Azimuth Mark                     Grid Az
 EE2007:SPC GA W     -  NARROWS LOT                              317 10 26.2
 EE2007:UTM  16      -  NARROWS LOT                              315 34 05.2
 EE2007
 EE2007|---------------------------------------------------------------------|
 EE2007| PID    Reference Object                     Distance      Geod. Az  |
 EE2007|                                                           dddmmss.s |
 EE2007| EE2034 NARROWS LOT                         APPROX. 4.7 KM 3163439.8 |
 EE2007|---------------------------------------------------------------------|
 EE2007
 EE2007                          SUPERSEDED SURVEY CONTROL
 EE2007
 EE2007  NAD 83(1994)-  34 31 07.60213(N)    085 13 07.46280(W) AD(       ) 2
 EE2007  NAD 83(1986)-  34 31 07.60347(N)    085 13 07.46170(W) AD(       ) 2
 EE2007  NAD 27      -  34 31 07.29443(N)    085 13 07.63062(W) AD(       ) 2
 EE2007  NGVD 29 (07/19/86)  242.5    (m)          796.     (f) VERT ANG       
 EE2007
 EE2007.Superseded values are not recommended for survey control.
 EE2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2007.See file dsdata.txt to determine how the superseded data were derived.
 EE2007
 EE2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6349821120(NAD 83)
 EE2007_MARKER: DD = SURVEY DISK
 EE2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2007+STABILITY: SURFACE MOTION
 EE2007
 EE2007  HISTORY     - Date     Condition        Report By
 EE2007  HISTORY     - 1972     MONUMENTED       GADT
 EE2007
 EE2007                          STATION DESCRIPTION
 EE2007
 EE2007'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2007'THE STATION IS LOCATED 5.5 MILES EAST OF TRION, 8.0 MILES
 EE2007'NORTHEAST OF SUMMERVILLE, AND 9.5 MILES NORTH OF THE INTERSECTION OF
 EE2007'STATE ROUTE 140 AND U.S. 27 ON THE PROPERTY OF MR. T. D. LOWERY.
 EE2007'
 EE2007'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140 AND
 EE2007'U.S. 27, APPROXIMATELY 9 MILES NORTH OF ROME, GO NORTH ON U.S. 27
 EE2007'FOR 8.7 MILES TO COUNTY ROAD 91028 ON THE RIGHT.  TURN RIGHT AND
 EE2007'GO EAST ON COUNTY ROAD 91028 FOR 5.15 MILES TO COUNTY ROAD 29 ON
 EE2007'THE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 29 FOR 0.25
 EE2007'MILE TO THE STATION ON THE LEFT IN A PASTURE ON A HILL.
 EE2007'
 EE2007'THE STATION IS A STANDARD DISK STAMPED 027-202, SET IN A 10 INCH
 EE2007'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE2007'UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-202, SET IN AN
 EE2007'IRREGULAR MASS OF CONCRETE 0.79 METER BELOW THE SURFACE OF THE
 EE2007'GROUND.  IT IS LOCATED 237.0 FEET SOUTH OF A 22 INCH OAK TREE,
 EE2007'201.0 FEET SOUTHWEST OF A 14 INCH OAK TREE, 360 FEET EAST OF THE
 EE2007'CENTERLINE OF COUNTY ROAD 29, AND 232.0 FEET SOUTHWEST OF A 20
 EE2007'INCH OAK TREE.
 EE2007'
 EE2007'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  TRION
 EE2007'NARROWS LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2219 ***********************************************************************
 EE2219  DESIGNATION -  BV 027 203 GAHD 1972
 EE2219  PID         -  EE2219
 EE2219  STATE/COUNTY-  GA/CHATTOOGA
 EE2219  USGS QUAD   -  SUMMERVILLE (1967)
 EE2219
 EE2219                         *CURRENT SURVEY CONTROL
 EE2219  ___________________________________________________________________
 EE2219* NAD 83(1994)-  34 29 24.70115(N)    085 15 01.22323(W)     ADJUSTED  
 EE2219* NAVD 88     -       224.7    (meters)     737.     (feet)  VERTCON   
 EE2219  ___________________________________________________________________
 EE2219  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EE2219  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE2219
 EE2219  HORZ ORDER  -  SECOND
 EE2219
 EE2219.The horizontal coordinates were established by classical geodetic methods
 EE2219.and adjusted by the National Geodetic Survey in September 1997..
 EE2219
 EE2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2219
 EE2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2219
 EE2219.The geoid height was determined by GEOID03.
 EE2219
 EE2219;                    North         East     Units Scale Factor Converg.
 EE2219;SPC GA W     -   498,407.019   600,471.637   MT  1.00002206   -0 36 49.3
 EE2219;SPC GA W     - 1,635,190.36  1,970,047.36   sFT  1.00002206   -0 36 49.3
 EE2219;UTM  16      - 3,817,899.250   660,652.321   MT  0.99991813   +0 59 27.5
 EE2219
 EE2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2219!SPC GA W     -   0.99996929  x   1.00002206  =   0.99999135
 EE2219!UTM  16      -   0.99996929  x   0.99991813  =   0.99988743
 EE2219
 EE2219:                Primary Azimuth Mark                     Grid Az
 EE2219:SPC GA W     -  NARROWS LOT                              357 47 49.3
 EE2219:UTM  16      -  NARROWS LOT                              356 11 32.5
 EE2219
 EE2219|---------------------------------------------------------------------|
 EE2219| PID    Reference Object                     Distance      Geod. Az  |
 EE2219|                                                           dddmmss.s |
 EE2219| EE2034 NARROWS LOT                         APPROX. 6.6 KM 3571100.0 |
 EE2219|---------------------------------------------------------------------|
 EE2219
 EE2219                          SUPERSEDED SURVEY CONTROL
 EE2219
 EE2219  NAD 83(1994)-  34 29 24.70476(N)    085 15 01.22698(W) AD(       ) 2
 EE2219  NAD 83(1986)-  34 29 24.70607(N)    085 15 01.22580(W) AD(       ) 2
 EE2219  NAD 27      -  34 29 24.39579(N)    085 15 01.39320(W) AD(       ) 2
 EE2219  NGVD 29 (07/19/86)  224.7    (m)          737.     (f) VERT ANG       
 EE2219
 EE2219.Superseded values are not recommended for survey control.
 EE2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2219.See file dsdata.txt to determine how the superseded data were derived.
 EE2219
 EE2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6065217899(NAD 83)
 EE2219_MARKER: DD = SURVEY DISK
 EE2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2219+STABILITY: SURFACE MOTION
 EE2219
 EE2219  HISTORY     - Date     Condition        Report By
 EE2219  HISTORY     - 1972     MONUMENTED       GADT
 EE2219
 EE2219                          STATION DESCRIPTION
 EE2219
 EE2219'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2219'THE STATION IS LOCATED 5.3 MILES SOUTHEAST OF TRION, 6.0 MILES
 EE2219'SOUTHWEST OF SUBLIGNA, AND 16.7 MILES NORTH OF ROME.
 EE2219'
 EE2219'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140 AND
 EE2219'U.S. 27, APPROXIMATELY 9 MILES NORTH OF ROME, GO NORTH ON U.S. 27
 EE2219'FOR 8.7 MILES TO THE INTERSECTION OF U.S. 27 AND COUNTY ROAD 91028
 EE2219'ON THE RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROAD 91028 FOR
 EE2219'2.1 MILES TO THE INTERSECTION OF COUNTY ROAD 4.  TURN RIGHT AND
 EE2219'GO SOUTH ON COUNTY ROAD 4 FOR 0.05 MILE TO THE STATION ON THE
 EE2219'RIGHT.
 EE2219'
 EE2219'THE STATION IS A STANDARD DISK STAMPED 027-203, SET IN A 10 INCH
 EE2219'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2219'MARK IS A STANDARD DISK STAMPED 027-203, SET IN AN IRREGULAR MASS
 EE2219'OF CONCRETE APPROXIMATELY 0.62 METER BELOW THE SURFACE OF THE
 EE2219'GROUND.
 EE2219'
 EE2219'THE STATION IS LOCATED 4.9 FEET EAST OF A FENCE, 101.7 FEET SOUTH
 EE2219'OF A POWER POLE, AND 36.0 FEET WEST OF THE CENTERLINE OF COUNTY
 EE2219'ROAD 4.
 EE2219'
 EE2219'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  TRION
 EE2219'NARROWS LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2040 ***********************************************************************
 EE2040  DESIGNATION -  BV 027 204
 EE2040  PID         -  EE2040
 EE2040  STATE/COUNTY-  GA/CHATTOOGA
 EE2040  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE2040
 EE2040                         *CURRENT SURVEY CONTROL
 EE2040  ___________________________________________________________________
 EE2040* NAD 83(1994)-  34 33 06.85349(N)    085 23 59.99343(W)     ADJUSTED  
 EE2040* NAVD 88     -       243.     (meters)     797.     (feet)  VERTCON   
 EE2040  ___________________________________________________________________
 EE2040  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 EE2040  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2040
 EE2040  HORZ ORDER  -  SECOND
 EE2040
 EE2040.The horizontal coordinates were established by classical geodetic methods
 EE2040.and adjusted by the National Geodetic Survey in September 1997..
 EE2040
 EE2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2040
 EE2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2040
 EE2040.The geoid height was determined by GEOID03.
 EE2040
 EE2040;                    North         East     Units Scale Factor Converg.
 EE2040;SPC GA W     -   505,409.805   586,809.279   MT  1.00005787   -0 41 58.4
 EE2040;SPC GA W     - 1,658,165.34  1,925,223.44   sFT  1.00005787   -0 41 58.4
 EE2040;UTM  16      - 3,824,515.418   646,801.128   MT  0.99986563   +0 54 27.4
 EE2040
 EE2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2040!SPC GA W     -   0.99996640  x   1.00005787  =   1.00002427
 EE2040!UTM  16      -   0.99996640  x   0.99986563  =   0.99983203
 EE2040
 EE2040:                Primary Azimuth Mark                     Grid Az
 EE2040:SPC GA W     -  BV 027 204 AZ MK                         280 28 59.1
 EE2040:UTM  16      -  BV 027 204 AZ MK                         278 52 33.3
 EE2040
 EE2040|---------------------------------------------------------------------|
 EE2040| PID    Reference Object                     Distance      Geod. Az  |
 EE2040|                                                           dddmmss.s |
 EE2040| CG4949 BV 027 204 AZ MK                                   2794700.7 |
 EE2040|---------------------------------------------------------------------|
 EE2040
 EE2040                          SUPERSEDED SURVEY CONTROL
 EE2040
 EE2040  NAD 83(1994)-  34 33 06.85621(N)    085 23 59.99696(W) AD(       ) 2
 EE2040  NAD 83(1986)-  34 33 06.85766(N)    085 23 59.99548(W) AD(       ) 2
 EE2040  NAD 27      -  34 33 06.55439(N)    085 24 00.14455(W) AD(       ) 2
 EE2040  NGVD 29 (07/19/86)  243.     (m)          797.     (f) VERT ANG       
 EE2040
 EE2040.Superseded values are not recommended for survey control.
 EE2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2040.See file dsdata.txt to determine how the superseded data were derived.
 EE2040
 EE2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4680124515(NAD 83)
 EE2040_MARKER: DD = SURVEY DISK
 EE2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2040
 EE2040  HISTORY     - Date     Condition        Report By
 EE2040  HISTORY     - 1972     MONUMENTED       GADT
 EE2040
 EE2040                          STATION DESCRIPTION
 EE2040
 EE2040'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2040'THE STATION IS LOCATED 5.2 MILES WEST OF TRION, 5.9 MILES NORTHWEST
 EE2040'OF SUMMERVILLE, AND 7.0 MILES NORTH OF BERRYTON.
 EE2040'
 EE2040'TO REACH FROM THE INTERSECTION OF STATE ROUTE 193 AND STATE
 EE2040'ROUTE 337 IN LAFAYETTE, GO SOUTH ON STATE ROUTE 337 FOR 13.0 MILES
 EE2040'TO THE INTERSECTION OF STATE ROUTE 337 AND COUNTY ROAD 252.  THE
 EE2040'STATION IS LOCATED APPROXIMATELY 50 FEET WEST OF THE INTERSECTION
 EE2040'ON THE LEFT SIDE OF COUNTY ROAD 252.
 EE2040'
 EE2040'THE STATION IS A STANDARD DISK STAMPED 027-204 AND SET IN A
 EE2040'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2040'UNDERGROUND MARK, STAMPED 027-204, WAS SET 0.92 METERS BELOW THE
 EE2040'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2040'
 EE2040'THE STATION IS LOCATED 19.0 FEET SOUTH OF THE CENTERLINE OF
 EE2040'COUNTY ROAD 252, 2.4 FEET NORTH OF A METAL WITNESS POST, AND 45.9
 EE2040'FEET WEST OF A POWER POLE.
 EE2040'
 EE2040'THE AZIMUTH MARK IS LOCATED 0.2 MILES WEST OF THE STATION ON
 EE2040'COUNTY ROAD 252.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED AZI
 EE2040'AND SET IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2040'MARK IS LOCATED 16.5 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 EE2040'252, 72.4 FEET WEST OF A TELEPHONE POLE, AND 41.5 FEET NORTHWEST
 EE2040'OF A 6-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2041 ***********************************************************************
 EE2041  DESIGNATION -  BV 027 205 GAHD 1972
 EE2041  PID         -  EE2041
 EE2041  STATE/COUNTY-  GA/CHATTOOGA
 EE2041  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE2041
 EE2041                         *CURRENT SURVEY CONTROL
 EE2041  ___________________________________________________________________
 EE2041* NAD 83(1994)-  34 30 55.41713(N)    085 22 57.62007(W)     ADJUSTED  
 EE2041* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 EE2041  ___________________________________________________________________
 EE2041  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 EE2041  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE2041
 EE2041  HORZ ORDER  -  SECOND
 EE2041
 EE2041.The horizontal coordinates were established by classical geodetic methods
 EE2041.and adjusted by the National Geodetic Survey in September 1997..
 EE2041
 EE2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2041
 EE2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2041
 EE2041.The geoid height was determined by GEOID03.
 EE2041
 EE2041;                    North         East     Units Scale Factor Converg.
 EE2041;SPC GA W     -   501,340.461   588,350.743   MT  1.00005360   -0 41 20.7
 EE2041;SPC GA W     - 1,644,814.50  1,930,280.73   sFT  1.00005360   -0 41 20.7
 EE2041;UTM  16      - 3,820,491.639   648,455.755   MT  0.99987165   +0 54 59.7
 EE2041
 EE2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2041!SPC GA W     -   0.99996694  x   1.00005360  =   1.00002054
 EE2041!UTM  16      -   0.99996694  x   0.99987165  =   0.99983859
 EE2041
 EE2041:                Primary Azimuth Mark                     Grid Az
 EE2041:SPC GA W     -  HIGH POINT LOT                           170 54 51.2
 EE2041:UTM  16      -  HIGH POINT LOT                           169 18 30.8
 EE2041
 EE2041|---------------------------------------------------------------------|
 EE2041| PID    Reference Object                     Distance      Geod. Az  |
 EE2041|                                                           dddmmss.s |
 EE2041| EE2227 HIGH POINT LOT                      APPROX.14.1 KM 1701330.5 |
 EE2041|---------------------------------------------------------------------|
 EE2041
 EE2041                          SUPERSEDED SURVEY CONTROL
 EE2041
 EE2041  NAD 83(1994)-  34 30 55.41998(N)    085 22 57.62385(W) AD(       ) 2
 EE2041  NAD 83(1986)-  34 30 55.42132(N)    085 22 57.62264(W) AD(       ) 2
 EE2041  NAD 27      -  34 30 55.11330(N)    085 22 57.77587(W) AD(       ) 2
 EE2041  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 EE2041
 EE2041.Superseded values are not recommended for survey control.
 EE2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2041.See file dsdata.txt to determine how the superseded data were derived.
 EE2041
 EE2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4845620492(NAD 83)
 EE2041_MARKER: DD = SURVEY DISK
 EE2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2041+STABILITY: SURFACE MOTION
 EE2041
 EE2041  HISTORY     - Date     Condition        Report By
 EE2041  HISTORY     - 1972     MONUMENTED       GADT
 EE2041
 EE2041                          STATION DESCRIPTION
 EE2041
 EE2041'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2041'THE STATION IS LOCATED 3.0 MILES NORTHWEST OF SUMMERVILLE, 4.4
 EE2041'MILES NORTH OF BERRYTON, AND 4.6 MILES SOUTHWEST OF TRION ON THE
 EE2041'PROPERTY OF STANLEY SELMAN.
 EE2041'
 EE2041'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE, GO
 EE2041'WEST ON COUNTY ROAD S-2204 FOR 2.48 MILES TO COUNTY ROAD 245 ON
 EE2041'THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON COUNTY ROAD 245 FOR
 EE2041'1.06 MILES TO THE STATION ON THE RIGHT.
 EE2041'
 EE2041'THE STATION IS A STANDARD DISK STAMPED 027-205 AND SET IN A
 EE2041'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2041'UNDERGROUND MARK, STAMPED 027-205, WAS SET 0.93 METERS BELOW THE
 EE2041'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2041'
 EE2041'THE STATION IS LOCATED 200.0 FEET SOUTHWEST OF A 6-INCH SWEETGUM
 EE2041'TREE, 170.4 FEET NORTHWEST OF A 4-INCH PINE TREE, AND 8.1 FEET
 EE2041'SOUTH OF A WITNESS POST.
 EE2041'
 EE2041'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE
 EE2041'FOUND.  SUMMERVILLE HIGH PT LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2033 ***********************************************************************
 EE2033  DESIGNATION -  BV 027 206 GAHD 1972
 EE2033  PID         -  EE2033
 EE2033  STATE/COUNTY-  GA/CHATTOOGA
 EE2033  USGS QUAD   -  TRION (1967)
 EE2033
 EE2033                         *CURRENT SURVEY CONTROL
 EE2033  ___________________________________________________________________
 EE2033* NAD 83(1994)-  34 32 12.88870(N)    085 19 13.09298(W)     ADJUSTED  
 EE2033* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 EE2033  ___________________________________________________________________
 EE2033  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EE2033  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2033
 EE2033  HORZ ORDER  -  SECOND
 EE2033
 EE2033.The horizontal coordinates were established by classical geodetic methods
 EE2033.and adjusted by the National Geodetic Survey in September 1997..
 EE2033
 EE2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2033
 EE2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2033
 EE2033.The geoid height was determined by GEOID03.
 EE2033
 EE2033;                    North         East     Units Scale Factor Converg.
 EE2033;SPC GA W     -   503,660.527   594,104.740   MT  1.00003818   -0 39 14.8
 EE2033;SPC GA W     - 1,652,426.25  1,949,158.63   sFT  1.00003818   -0 39 14.8
 EE2033;UTM  16      - 3,822,971.664   654,141.533   MT  0.99989286   +0 57 08.9
 EE2033
 EE2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2033!SPC GA W     -   0.99996899  x   1.00003818  =   1.00000717
 EE2033!UTM  16      -   0.99996899  x   0.99989286  =   0.99986186
 EE2033
 EE2033:                Primary Azimuth Mark                     Grid Az
 EE2033:SPC GA W     -  NARROWS LOT                              077 45 25.5
 EE2033:UTM  16      -  NARROWS LOT                              076 09 01.8
 EE2033
 EE2033|---------------------------------------------------------------------|
 EE2033| PID    Reference Object                     Distance      Geod. Az  |
 EE2033|                                                           dddmmss.s |
 EE2033| EE2034 NARROWS LOT                         APPROX. 6.3 KM 0770610.7 |
 EE2033|---------------------------------------------------------------------|
 EE2033
 EE2033                          SUPERSEDED SURVEY CONTROL
 EE2033
 EE2033  NAD 83(1994)-  34 32 12.89183(N)    085 19 13.09715(W) AD(       ) 2
 EE2033  NAD 83(1986)-  34 32 12.89314(N)    085 19 13.09604(W) AD(       ) 2
 EE2033  NAD 27      -  34 32 12.58667(N)    085 19 13.25572(W) AD(       ) 2
 EE2033  NGVD 29 (07/19/86)  226.6    (m)          743.     (f) VERT ANG       
 EE2033
 EE2033.Superseded values are not recommended for survey control.
 EE2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2033.See file dsdata.txt to determine how the superseded data were derived.
 EE2033
 EE2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5414222972(NAD 83)
 EE2033_MARKER: DD = SURVEY DISK
 EE2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2033+STABILITY: SURFACE MOTION
 EE2033
 EE2033  HISTORY     - Date     Condition        Report By
 EE2033  HISTORY     - 1972     MONUMENTED       GADT
 EE2033
 EE2033                          STATION DESCRIPTION
 EE2033
 EE2033'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2033'THE STATION IS LOCATED 4.3 MILES NORTH-NORTHEAST OF SUMMERVILLE,
 EE2033'AND 7.0 MILES NORTHEAST OF BERRYTON IN THE WEST HILL CEMETERY.
 EE2033'
 EE2033'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE, GO
 EE2033'NORTH ON U.S. 27 FOR 3.15 MILES TO THE INTERSECTION OF U.S. 27
 EE2033'AND COUNTY ROAD 141.  TURN LEFT AND GO WEST THEN NORTH ON COUNTY
 EE2033'ROAD 141 FOR 2.33 MILE TO THE CEMETERY ENTRANCE.  THE STATION IS
 EE2033'LOCATED IN THE BACK OF THE CEMETERY.
 EE2033'
 EE2033'THE STATION IS A STANDARD DISK STAMPED 027-206 AND SET IN A
 EE2033'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2033'UNDERGROUND MARK, STAMPED 027-206, WAS SET 0.84 METERS BELOW THE
 EE2033'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2033'
 EE2033'THE STATION IS LOCATED 5.5 FEET EAST OF THE CENTERLINE OF THE
 EE2033'CEMETERY ROAD, 127.0 FEET NORTH OF A 36-INCH OAK TREE, 136.4 FEET
 EE2033'NORTHWEST OF A 28-INCH PINE TREE, AND 2.7 FEET NORTH OF A WITNESS
 EE2033'POST.
 EE2033'
 EE2033'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.  TRION
 EE2033'NARROWS LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2223 ***********************************************************************
 EE2223  DESIGNATION -  BV 027 207
 EE2223  PID         -  EE2223
 EE2223  STATE/COUNTY-  GA/CHATTOOGA
 EE2223  USGS QUAD   -  SUMMERVILLE (1967)
 EE2223
 EE2223                         *CURRENT SURVEY CONTROL
 EE2223  ___________________________________________________________________
 EE2223* NAD 83(1994)-  34 25 59.21344(N)    085 17 09.67263(W)     ADJUSTED  
 EE2223* NAVD 88     -       225.9    (meters)     741.     (feet)  VERTCON   
 EE2223  ___________________________________________________________________
 EE2223  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 EE2223  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE2223
 EE2223  HORZ ORDER  -  SECOND
 EE2223
 EE2223.The horizontal coordinates were established by classical geodetic methods
 EE2223.and adjusted by the National Geodetic Survey in September 1997..
 EE2223
 EE2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2223
 EE2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2223
 EE2223.The geoid height was determined by GEOID03.
 EE2223
 EE2223;                    North         East     Units Scale Factor Converg.
 EE2223;SPC GA W     -   492,110.977   597,124.471   MT  1.00003041   -0 37 58.8
 EE2223;SPC GA W     - 1,614,534.10  1,959,065.87   sFT  1.00003041   -0 37 58.8
 EE2223;UTM  16      - 3,811,512.740   657,483.010   MT  0.99990570   +0 58 09.7
 EE2223
 EE2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2223!SPC GA W     -   0.99996909  x   1.00003041  =   0.99999950
 EE2223!UTM  16      -   0.99996909  x   0.99990570  =   0.99987480
 EE2223
 EE2223:                Primary Azimuth Mark                     Grid Az
 EE2223:SPC GA W     -  BV 027 207 AZ MK                         014 45 35.4
 EE2223:UTM  16      -  BV 027 207 AZ MK                         013 09 26.9
 EE2223
 EE2223|---------------------------------------------------------------------|
 EE2223| PID    Reference Object                     Distance      Geod. Az  |
 EE2223|                                                           dddmmss.s |
 EE2223| CG4950 BV 027 207 AZ MK                                   0140736.6 |
 EE2223|---------------------------------------------------------------------|
 EE2223
 EE2223                          SUPERSEDED SURVEY CONTROL
 EE2223
 EE2223  NAD 83(1994)-  34 25 59.21673(N)    085 17 09.67597(W) AD(       ) 2
 EE2223  NAD 83(1986)-  34 25 59.21809(N)    085 17 09.67479(W) AD(       ) 2
 EE2223  NAD 27      -  34 25 58.90109(N)    085 17 09.83930(W) AD(       ) 2
 EE2223  NGVD 29 (07/19/86)  225.9    (m)          741.     (f) VERT ANG       
 EE2223
 EE2223.Superseded values are not recommended for survey control.
 EE2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2223.See file dsdata.txt to determine how the superseded data were derived.
 EE2223
 EE2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5748311513(NAD 83)
 EE2223_MARKER: DD = SURVEY DISK
 EE2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2223
 EE2223  HISTORY     - Date     Condition        Report By
 EE2223  HISTORY     - 1972     MONUMENTED       GADT
 EE2223
 EE2223                          STATION DESCRIPTION
 EE2223
 EE2223'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2223'THE STATION IS LOCATED 4.7 MILES SOUTHEAST OF SUMMERVILLE, 10.3
 EE2223'MILES SOUTHWEST OF SUBLIGNA, AND 8.2 MILES SOUTH OF TRION.
 EE2223'
 EE2223'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2223'ROUTE 140, APPROXIMATELY 9 MILES NORTH OF ROME, GO NORTHWEST ON
 EE2223'U.S. 27 FOR 5.1 MILES TO COUNTY ROAD 7 ON THE LEFT, TURN LEFT AND
 EE2223'GO WEST ON COUNTY ROAD 7 FOR 2.25 MILES TO A FORK IN THE ROAD,
 EE2223'TAKE THE RIGHT FORK AND GO NORTH FOR 0.45 MILE TO THE STATION ON
 EE2223'THE LEFT.
 EE2223'
 EE2223'THE STATION IS A STANDARD DISK STAMPED 027-207, SET IN A 10 INCH
 EE2223'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE2223'UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-207, SET IN AN
 EE2223'IRREGULAR MASS OF CONCRETE 0.85 METER BELOW THE SURFACE OF THE
 EE2223'GROUND.  IT IS LOCATED 166.4 FEET SOUTH OF A 6 INCH WILD CHERRY
 EE2223'TREE AND 112.0 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD.
 EE2223'
 EE2223'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH-NORTHEAST OF THE
 EE2223'STATION.  IT IS A STANDARD DISK STAMPED AZI, SET IN THE TOP OF A
 EE2223'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EE2223'LOCATED 21.9 FEET FROM THE FENCE AND 19.0 FEET FROM THE CENTERLINE
 EE2223'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2035 ***********************************************************************
 EE2035  DESIGNATION -  BV 027 208 GAHD 1972
 EE2035  PID         -  EE2035
 EE2035  STATE/COUNTY-  GA/CHATTOOGA
 EE2035  USGS QUAD   -  TRION (1967)
 EE2035
 EE2035                         *CURRENT SURVEY CONTROL
 EE2035  ___________________________________________________________________
 EE2035* NAD 83(1994)-  34 31 18.54253(N)    085 18 46.41433(W)     ADJUSTED  
 EE2035* NAVD 88     -       216.4    (meters)     710.     (feet)  VERTCON   
 EE2035  ___________________________________________________________________
 EE2035  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EE2035  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2035
 EE2035  HORZ ORDER  -  SECOND
 EE2035
 EE2035.The horizontal coordinates were established by classical geodetic methods
 EE2035.and adjusted by the National Geodetic Survey in September 1997..
 EE2035
 EE2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2035
 EE2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2035
 EE2035.The geoid height was determined by GEOID03.
 EE2035
 EE2035;                    North         East     Units Scale Factor Converg.
 EE2035;SPC GA W     -   501,978.185   594,766.031   MT  1.00003646   -0 38 58.7
 EE2035;SPC GA W     - 1,646,906.76  1,951,328.22   sFT  1.00003646   -0 38 58.7
 EE2035;UTM  16      - 3,821,308.758   654,849.621   MT  0.99989556   +0 57 22.7
 EE2035
 EE2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2035!SPC GA W     -   0.99997059  x   1.00003646  =   1.00000705
 EE2035!UTM  16      -   0.99997059  x   0.99989556  =   0.99986616
 EE2035
 EE2035:                Primary Azimuth Mark                     Grid Az
 EE2035:SPC GA W     -  NARROWS LOT                              061 06 27.5
 EE2035:UTM  16      -  NARROWS LOT                              059 30 06.1
 EE2035
 EE2035|---------------------------------------------------------------------|
 EE2035| PID    Reference Object                     Distance      Geod. Az  |
 EE2035|                                                           dddmmss.s |
 EE2035| EE2034 NARROWS LOT                         APPROX. 6.2 KM 0602728.8 |
 EE2035|---------------------------------------------------------------------|
 EE2035
 EE2035                          SUPERSEDED SURVEY CONTROL
 EE2035
 EE2035  NAD 83(1994)-  34 31 18.54571(N)    085 18 46.41836(W) AD(       ) 2
 EE2035  NAD 83(1986)-  34 31 18.54702(N)    085 18 46.41719(W) AD(       ) 2
 EE2035  NAD 27      -  34 31 18.23934(N)    085 18 46.57761(W) AD(       ) 2
 EE2035  NGVD 29 (07/19/86)  216.4    (m)          710.     (f) VERT ANG       
 EE2035
 EE2035.Superseded values are not recommended for survey control.
 EE2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2035.See file dsdata.txt to determine how the superseded data were derived.
 EE2035
 EE2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5485021309(NAD 83)
 EE2035_MARKER: DD = SURVEY DISK
 EE2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2035+STABILITY: SURFACE MOTION
 EE2035
 EE2035  HISTORY     - Date     Condition        Report By
 EE2035  HISTORY     - 1972     MONUMENTED       GADT
 EE2035
 EE2035                          STATION DESCRIPTION
 EE2035
 EE2035'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2035'THE STATION IS LOCATED 1.7 MILES SOUTH-SOUTHWEST OF TRION, 3.4
 EE2035'MILES NORTH-NORTHEAST OF SUMMERVILLE, AND 9.4 MILES NORTH-NORTHEAST
 EE2035'OF BERRYTON.
 EE2035'
 EE2035'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE, GO
 EE2035'NORTH ON U.S. 27 FOR 3.65 MILES TO THE STATION ON THE LEFT.
 EE2035'
 EE2035'THE STATION IS A STANDARD DISK STAMPED 027-208 AND SET IN A
 EE2035'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2035'UNDERGROUND MARK, STAMPED 027-208, WAS 0.94 METERS BELOW THE
 EE2035'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2035'
 EE2035'THE STATION IS LOCATED 29.3 FEET NORTHWEST OF THE CENTERLINE OF
 EE2035'U.S. 27, 196.0 FEET NORTHEAST OF A POWER POLE, 61.8 FEET SOUTHWEST
 EE2035'OF A POWER POLE, AND 4.9 FEET SOUTHEAST OF A WITNESS POST.
 EE2035'
 EE2035'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  TRION
 EE2035'NARROWS LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2031 ***********************************************************************
 EE2031  DESIGNATION -  BV 027 209 GAHD 1972
 EE2031  PID         -  EE2031
 EE2031  STATE/COUNTY-  GA/CHATTOOGA
 EE2031  USGS QUAD   -  TRION (1967)
 EE2031
 EE2031                         *CURRENT SURVEY CONTROL
 EE2031  ___________________________________________________________________
 EE2031* NAD 83(1994)-  34 34 55.45216(N)    085 18 27.84060(W)     ADJUSTED  
 EE2031* NAVD 88     -       245.8    (meters)     806.     (feet)  VERTCON   
 EE2031  ___________________________________________________________________
 EE2031  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 EE2031  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE2031
 EE2031  HORZ ORDER  -  SECOND
 EE2031
 EE2031.The horizontal coordinates were established by classical geodetic methods
 EE2031.and adjusted by the National Geodetic Survey in September 1997..
 EE2031
 EE2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2031
 EE2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2031
 EE2031.The geoid height was determined by GEOID03.
 EE2031
 EE2031;                    North         East     Units Scale Factor Converg.
 EE2031;SPC GA W     -   508,656.608   595,315.234   MT  1.00003503   -0 38 51.8
 EE2031;SPC GA W     - 1,668,817.55  1,953,130.06   sFT  1.00003503   -0 38 51.8
 EE2031;UTM  16      - 3,827,999.023   655,211.248   MT  0.99989694   +0 57 38.5
 EE2031
 EE2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2031!SPC GA W     -   0.99996598  x   1.00003503  =   1.00000101
 EE2031!UTM  16      -   0.99996598  x   0.99989694  =   0.99986293
 EE2031
 EE2031:                Primary Azimuth Mark                     Grid Az
 EE2031:SPC GA W     -  NARROWS LOT                              126 48 35.5
 EE2031:UTM  16      -  NARROWS LOT                              125 12 05.2
 EE2031
 EE2031|---------------------------------------------------------------------|
 EE2031| PID    Reference Object                     Distance      Geod. Az  |
 EE2031|                                                           dddmmss.s |
 EE2031| EE2034 NARROWS LOT                         APPROX. 6.1 KM 1260943.7 |
 EE2031|---------------------------------------------------------------------|
 EE2031
 EE2031                          SUPERSEDED SURVEY CONTROL
 EE2031
 EE2031  NAD 83(1994)-  34 34 55.45537(N)    085 18 27.84525(W) AD(       ) 2
 EE2031  NAD 83(1986)-  34 34 55.45671(N)    085 18 27.84417(W) AD(       ) 2
 EE2031  NAD 27      -  34 34 55.15398(N)    085 18 28.00566(W) AD(       ) 2
 EE2031  NGVD 29 (07/19/86)  245.8    (m)          806.     (f) VERT ANG       
 EE2031
 EE2031.Superseded values are not recommended for survey control.
 EE2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2031.See file dsdata.txt to determine how the superseded data were derived.
 EE2031
 EE2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5521127999(NAD 83)
 EE2031_MARKER: DD = SURVEY DISK
 EE2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2031+STABILITY: SURFACE MOTION
 EE2031
 EE2031  HISTORY     - Date     Condition        Report By
 EE2031  HISTORY     - 1972     MONUMENTED       GADT
 EE2031
 EE2031                          STATION DESCRIPTION
 EE2031
 EE2031'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2031'THE STATION IS LOCATED 2.5 MILES NORTH OF TRION, 7.4 MILES
 EE2031'NORTHEAST OF SUMMERVILLE, AND 7.0 MILES NORTHWEST OF SUBLIGNA
 EE2031'ON THE PROPERTY OF MR. CLYDE W. HENDERSON.
 EE2031'
 EE2031'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE,
 EE2031'GO NORTH ON U.S. 27 FOR 4.4 MILES TO THE INTERSECTION OF U.S. 27
 EE2031'AND COUNTY ROAD 2 (OLD U.S. 27 HIGHWAY).  TURN LEFT AND GO
 EE2031'NORTHWEST ON COUNTY ROAD 2 FOR 3.10 MILES TO COUNTY ROAD 1 ON
 EE2031'THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 1 FOR 2.20 MILES
 EE2031'TO THE STATION ON THE LEFT.
 EE2031'
 EE2031'THE STATION IS A STANDARD DISK STAMPED 027-209 AND SET IN A
 EE2031'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2031'UNDERGROUND MARK, STAMPED 027-209, WAS SET 0.72 METERS BELOW
 EE2031'THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2031'
 EE2031'THE STATION IS LOCATED 43.7 FEET WEST OF THE CENTERLINE OF COUNTY
 EE2031'ROAD 1, 20.0 FEET NORTHEAST OF A POWER POLE, 6.6 FEET SOUTHWEST
 EE2031'OF A 5-INCH PINE TREE, AND 4.5 FEET WEST OF A WITNESS POST.
 EE2031'
 EE2031'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  TRION
 EE2031'NARROWS LOT WILL SERVE FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2038 ***********************************************************************
 EE2038  DESIGNATION -  BV 027 210
 EE2038  PID         -  EE2038
 EE2038  STATE/COUNTY-  GA/CHATTOOGA
 EE2038  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE2038
 EE2038                         *CURRENT SURVEY CONTROL
 EE2038  ___________________________________________________________________
 EE2038* NAD 83(1994)-  34 35 07.56097(N)    085 23 22.67732(W)     ADJUSTED  
 EE2038* NAVD 88     -       217.     (meters)     712.     (feet)  VERTCON   
 EE2038  ___________________________________________________________________
 EE2038  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EE2038  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE2038
 EE2038  HORZ ORDER  -  SECOND
 EE2038
 EE2038.The horizontal coordinates were established by classical geodetic methods
 EE2038.and adjusted by the National Geodetic Survey in September 1997..
 EE2038
 EE2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2038
 EE2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2038
 EE2038.The geoid height was determined by GEOID03.
 EE2038
 EE2038;                    North         East     Units Scale Factor Converg.
 EE2038;SPC GA W     -   509,117.728   587,805.701   MT  1.00005510   -0 41 39.4
 EE2038;SPC GA W     - 1,670,330.41  1,928,492.54   sFT  1.00005510   -0 41 39.4
 EE2038;UTM  16      - 3,828,249.132   647,692.950   MT  0.99986887   +0 54 51.4
 EE2038
 EE2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2038!SPC GA W     -   0.99997048  x   1.00005510  =   1.00002558
 EE2038!UTM  16      -   0.99997048  x   0.99986887  =   0.99983936
 EE2038
 EE2038:                Primary Azimuth Mark                     Grid Az
 EE2038:SPC GA W     -  BV 027 210 AZ MK                         173 50 56.7
 EE2038:UTM  16      -  BV 027 210 AZ MK                         172 14 25.9
 EE2038
 EE2038|---------------------------------------------------------------------|
 EE2038| PID    Reference Object                     Distance      Geod. Az  |
 EE2038|                                                           dddmmss.s |
 EE2038| CG4951 BV 027 210 AZ MK                                   1730917.3 |
 EE2038|---------------------------------------------------------------------|
 EE2038
 EE2038                          SUPERSEDED SURVEY CONTROL
 EE2038
 EE2038  NAD 83(1994)-  34 35 07.56370(N)    085 23 22.68094(W) AD(       ) 2
 EE2038  NAD 83(1986)-  34 35 07.56516(N)    085 23 22.67950(W) AD(       ) 2
 EE2038  NAD 27      -  34 35 07.26465(N)    085 23 22.82800(W) AD(       ) 2
 EE2038  NGVD 29 (07/19/86)  217.     (m)          712.     (f) VERT ANG       
 EE2038
 EE2038.Superseded values are not recommended for survey control.
 EE2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2038.See file dsdata.txt to determine how the superseded data were derived.
 EE2038
 EE2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4769328249(NAD 83)
 EE2038_MARKER: DD = SURVEY DISK
 EE2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2038
 EE2038  HISTORY     - Date     Condition        Report By
 EE2038  HISTORY     - 1972     MONUMENTED       GADT
 EE2038
 EE2038                          STATION DESCRIPTION
 EE2038
 EE2038'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2038'THE STATION IS LOCATED 5.2 MILES NORTHWEST OF TRION, 7.5 MILES
 EE2038'NORTH-NORTHWEST OF SUMMERVILLE, AND 9.1 MILES NORTH OF BERRYTON.
 EE2038'
 EE2038'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 193
 EE2038'AND STATE ROUTE 337 IN LAFAYETTE, GO SOUTH ON STATE ROUTE 337 FOR
 EE2038'10.15 MILES TO COUNTY ROAD 94 ON THE RIGHT.  TURN RIGHT AND GO
 EE2038'WEST ON COUNTY ROAD 94 FOR 1.25 MILES TO COUNTY ROAD 253 ON THE
 EE2038'RIGHT, TURN RIGHT AND GO NORTH ON COUNTY ROAD 253 FOR 0.30 MILE
 EE2038'TO THE STATION ON THE LEFT.
 EE2038'
 EE2038'THE STATION IS A STANDARD DISK STAMPED 027-210, SET IN A 10 INCH
 EE2038'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2038'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-210,
 EE2038'SET IN AN IRREGULAR MASS OF CONCRETE 0.96 METER BELOW THE
 EE2038'SURFACE OF THE GROUND.
 EE2038'
 EE2038'THE STATION IS LOCATED 13.7 FEET WEST OF THE CENTERLINE OF COUNTY
 EE2038'ROAD 253, 4.0 FEET EAST OF A WITNESS POST, 131.5 FEET SOUTHWEST
 EE2038'OF A POWER POLE, AND 63.0 FEET SOUTHEAST OF A 4 INCH WATER OAK.
 EE2038'
 EE2038'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION ON
 EE2038'COUNTY ROAD 253.  IT IS A STANDARD DISK STAMPED AZI, SET IN THE
 EE2038'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 EE2038'OF THE GROUND.  THE MARK IS LOCATED 15.5 FEET NORTH OF AN 8 INCH
 EE2038'PINE TREE, AND 60.1 FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2044 ***********************************************************************
 EE2044  DESIGNATION -  BV 027 211
 EE2044  PID         -  EE2044
 EE2044  STATE/COUNTY-  GA/CHATTOOGA
 EE2044  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE2044
 EE2044                         *CURRENT SURVEY CONTROL
 EE2044  ___________________________________________________________________
 EE2044* NAD 83(1994)-  34 31 50.32551(N)    085 24 49.10547(W)     ADJUSTED  
 EE2044* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 EE2044  ___________________________________________________________________
 EE2044  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 EE2044  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE2044
 EE2044  HORZ ORDER  -  SECOND
 EE2044
 EE2044.The horizontal coordinates were established by classical geodetic methods
 EE2044.and adjusted by the National Geodetic Survey in September 1997..
 EE2044
 EE2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2044
 EE2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2044
 EE2044.The geoid height was determined by GEOID03.
 EE2044
 EE2044;                    North         East     Units Scale Factor Converg.
 EE2044;SPC GA W     -   503,067.042   585,528.069   MT  1.00006147   -0 42 24.9
 EE2044;SPC GA W     - 1,650,479.12  1,921,020.01   sFT  1.00006147   -0 42 24.9
 EE2044;UTM  16      - 3,822,138.119   645,586.350   MT  0.99986125   +0 53 57.8
 EE2044
 EE2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2044!SPC GA W     -   0.99996859  x   1.00006147  =   1.00003006
 EE2044!UTM  16      -   0.99996859  x   0.99986125  =   0.99982985
 EE2044
 EE2044:                Primary Azimuth Mark                     Grid Az
 EE2044:SPC GA W     -  BV 027 211 AZ MK                         207 22 54.6
 EE2044:UTM  16      -  BV 027 211 AZ MK                         205 46 31.9
 EE2044
 EE2044|---------------------------------------------------------------------|
 EE2044| PID    Reference Object                     Distance      Geod. Az  |
 EE2044|                                                           dddmmss.s |
 EE2044| CG4952 BV 027 211 AZ MK                                   2064029.7 |
 EE2044|---------------------------------------------------------------------|
 EE2044
 EE2044                          SUPERSEDED SURVEY CONTROL
 EE2044
 EE2044  NAD 83(1994)-  34 31 50.32820(N)    085 24 49.10895(W) AD(       ) 2
 EE2044  NAD 83(1986)-  34 31 50.32963(N)    085 24 49.10741(W) AD(       ) 2
 EE2044  NAD 27      -  34 31 50.02490(N)    085 24 49.25624(W) AD(       ) 2
 EE2044  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 EE2044
 EE2044.Superseded values are not recommended for survey control.
 EE2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2044.See file dsdata.txt to determine how the superseded data were derived.
 EE2044
 EE2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4558622138(NAD 83)
 EE2044_MARKER: DD = SURVEY DISK
 EE2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2044
 EE2044  HISTORY     - Date     Condition        Report By
 EE2044  HISTORY     - 1972     MONUMENTED       GADT
 EE2044
 EE2044                          STATION DESCRIPTION
 EE2044
 EE2044'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2044'THE STATION IS LOCATED 6.4 MILES WEST OF TRION, 5.1 MILES
 EE2044'NORTHWEST OF SUMMERVILLE, AND 5.6 MILES NORTH OF BERRYTON.
 EE2044'
 EE2044'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE,
 EE2044'GO SOUTH ON U.S. 27 FOR 0.75 MILE TO STATE ROUTE 48 ON THE
 EE2044'RIGHT.  TURN RIGHT AND GO WEST ON STATE ROUTE 48 FOR 8.20 MILES
 EE2044'TO STATE ROUTE 337 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 EE2044'STATE ROUTE 337 FOR 5.95 MILES TO COUNTY ROAD 116 ON THE
 EE2044'RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 116 FOR 0.2 MILE
 EE2044'TO THE STATION ON THE RIGHT.
 EE2044'
 EE2044'THE STATION IS A STANDARD DISK STAMPED 027-211 AND SET IN A
 EE2044'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2044'UNDERGROUND MARK, STAMPED 027-211, WAS SET 0.80 METERS BELOW THE
 EE2044'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2044'
 EE2044'THE STATION IS LOCATED 20.6 FEET WEST OF THE CENTERLINE OF COUNTY
 EE2044'ROAD 116, 52.0 FEET SOUTHWEST OF A 10-INCH PINE TREE, 42.0 FEET
 EE2044'SOUTHWEST OF A 8-INCH PINE TREE, AND 4.0 FEET EAST OF A WITNESS
 EE2044'POST.
 EE2044'
 EE2044'THE AZIMUTH MARK IS LOCATED 0.2 MILES SOUTH OF THE STATION ON
 EE2044'COUNTY ROAD 116.  THE MARK IS A STANDARD DISK STAMPED AZI AND
 EE2044'SET IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK
 EE2044'IS LOCATED 16.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 116,
 EE2044'43.5 FEET SOUTHWEST OF A POWER POLE, AND 27.0 FEET NORTHWEST OF
 EE2044'THE INTERSECTION OF THE CENTERLINES OF A DRIVEWAY AND COUNTY ROAD
 EE2044'116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2242 ***********************************************************************
 EE2242  DESIGNATION -  BV 027 212
 EE2242  PID         -  EE2242
 EE2242  STATE/COUNTY-  GA/CHATTOOGA
 EE2242  USGS QUAD   -  LYERLY (1981)
 EE2242
 EE2242                         *CURRENT SURVEY CONTROL
 EE2242  ___________________________________________________________________
 EE2242* NAD 83(1994)-  34 28 56.15606(N)    085 27 06.91534(W)     ADJUSTED  
 EE2242* NAVD 88     -       237.     (meters)     778.     (feet)  VERTCON   
 EE2242  ___________________________________________________________________
 EE2242  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 EE2242  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 EE2242
 EE2242  HORZ ORDER  -  SECOND
 EE2242
 EE2242.The horizontal coordinates were established by classical geodetic methods
 EE2242.and adjusted by the National Geodetic Survey in September 1997..
 EE2242
 EE2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2242
 EE2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2242
 EE2242.The geoid height was determined by GEOID03.
 EE2242
 EE2242;                    North         East     Units Scale Factor Converg.
 EE2242;SPC GA W     -   497,744.205   581,945.505   MT  1.00007173   -0 43 39.8
 EE2242;SPC GA W     - 1,633,015.78  1,909,266.21   sFT  1.00007173   -0 43 39.8
 EE2242;UTM  16      - 3,816,718.154   642,155.032   MT  0.99984909   +0 52 35.7
 EE2242
 EE2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2242!SPC GA W     -   0.99996733  x   1.00007173  =   1.00003906
 EE2242!UTM  16      -   0.99996733  x   0.99984909  =   0.99981642
 EE2242
 EE2242:                Primary Azimuth Mark                     Grid Az
 EE2242:SPC GA W     -  BV 027 212 AZ MK                         275 16 34.7
 EE2242:UTM  16      -  BV 027 212 AZ MK                         273 40 19.2
 EE2242
 EE2242|---------------------------------------------------------------------|
 EE2242| PID    Reference Object                     Distance      Geod. Az  |
 EE2242|                                                           dddmmss.s |
 EE2242| CG4953 BV 027 212 AZ MK                                   2743254.9 |
 EE2242|---------------------------------------------------------------------|
 EE2242
 EE2242                          SUPERSEDED SURVEY CONTROL
 EE2242
 EE2242  NAD 83(1994)-  34 28 56.15868(N)    085 27 06.91870(W) AD(       ) 2
 EE2242  NAD 83(1986)-  34 28 56.15995(N)    085 27 06.91733(W) AD(       ) 2
 EE2242  NAD 27      -  34 28 55.85328(N)    085 27 07.06412(W) AD(       ) 2
 EE2242  NGVD 29 (07/19/86)  237.     (m)          778.     (f) VERT ANG       
 EE2242
 EE2242.Superseded values are not recommended for survey control.
 EE2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2242.See file dsdata.txt to determine how the superseded data were derived.
 EE2242
 EE2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4215516718(NAD 83)
 EE2242_MARKER: DD = SURVEY DISK
 EE2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2242
 EE2242  HISTORY     - Date     Condition        Report By
 EE2242  HISTORY     - 1972     MONUMENTED       GADT
 EE2242
 EE2242                          STATION DESCRIPTION
 EE2242
 EE2242'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2242'THE STATION IS LOCATED 6.0 MILES WEST OF SUMMERVILLE, 4.3 MILES
 EE2242'NORTHWEST OF BERRYTON, AND 9.4 MILES SOUTHWEST OF TRION.
 EE2242'
 EE2242'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE,
 EE2242'GO SOUTH ON U.S. 27 FOR 0.75 MILES TO STATE ROUTE 48.  TURN
 EE2242'RIGHT AND GO WEST ON STATE ROUTE 48 FOR 6.80 MILES TO THE
 EE2242'STATION ON THE LEFT.
 EE2242'
 EE2242'THE STATION IS A STANDARD DISK STAMPED 027-212 AND SET IN A
 EE2242'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2242'UNDERGROUND MARK, STAMPED 027-212, WAS SET APPROXIMATELY 0.90
 EE2242'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2242'
 EE2242'THE STATION IS LOCATED 53.8 FEET SOUTH OF THE CENTERLINE OF
 EE2242'STATE ROUTE 48, 31.1 FEET NORTHEAST OF A COLUMN ON A CHURCH
 EE2242'PORCH, 34.5 FEET NORTHWEST OF A COLUMN ON THE SAME CHURCH PORCH,
 EE2242'AND 7.0 FEET SOUTHWEST OF A WITNESS POST.
 EE2242'
 EE2242'THE AZIMUTH MARK IS LOCATED 0.5 MILES WEST OF THE STATION ON
 EE2242'STATE ROUTE 48.  THE MARK IS A STANDARD DISK STAMPED AZI AND
 EE2242'SET IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK
 EE2242'IS LOCATED 41.1 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 48,
 EE2242'19.8 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 112, AND 79.0
 EE2242'FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2042 ***********************************************************************
 EE2042  DESIGNATION -  BV 027 213
 EE2042  PID         -  EE2042
 EE2042  STATE/COUNTY-  GA/CHATTOOGA
 EE2042  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE2042
 EE2042                         *CURRENT SURVEY CONTROL
 EE2042  ___________________________________________________________________
 EE2042* NAD 83(1994)-  34 35 02.59892(N)    085 27 42.14746(W)     ADJUSTED  
 EE2042* NAVD 88     -       543.7    (meters)    1784.     (feet)  VERTCON   
 EE2042  ___________________________________________________________________
 EE2042  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 EE2042  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EE2042
 EE2042  HORZ ORDER  -  SECOND
 EE2042
 EE2042.The horizontal coordinates were established by classical geodetic methods
 EE2042.and adjusted by the National Geodetic Survey in September 1997..
 EE2042
 EE2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2042
 EE2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2042
 EE2042.The geoid height was determined by GEOID03.
 EE2042
 EE2042;                    North         East     Units Scale Factor Converg.
 EE2042;SPC GA W     -   509,047.316   581,191.217   MT  1.00007393   -0 44 06.6
 EE2042;SPC GA W     - 1,670,099.40  1,906,791.52   sFT  1.00007393   -0 44 06.6
 EE2042;UTM  16      - 3,827,993.134   641,084.420   MT  0.99984534   +0 52 23.9
 EE2042
 EE2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2042!SPC GA W     -   0.99991917  x   1.00007393  =   0.99999310
 EE2042!UTM  16      -   0.99991917  x   0.99984534  =   0.99976453
 EE2042
 EE2042:                Primary Azimuth Mark                     Grid Az
 EE2042:SPC GA W     -  BV 027 213 AZ MK                         289 00 30.9
 EE2042:UTM  16      -  BV 027 213 AZ MK                         287 24 00.4
 EE2042
 EE2042|---------------------------------------------------------------------|
 EE2042| PID    Reference Object                     Distance      Geod. Az  |
 EE2042|                                                           dddmmss.s |
 EE2042| CG4954 BV 027 213 AZ MK                                   2881624.3 |
 EE2042|---------------------------------------------------------------------|
 EE2042
 EE2042                          SUPERSEDED SURVEY CONTROL
 EE2042
 EE2042  NAD 83(1994)-  34 35 02.60160(N)    085 27 42.15086(W) AD(       ) 2
 EE2042  NAD 83(1986)-  34 35 02.60298(N)    085 27 42.14948(W) AD(       ) 2
 EE2042  NAD 27      -  34 35 02.30617(N)    085 27 42.29027(W) AD(       ) 2
 EE2042  NGVD 29 (07/19/86)  543.7    (m)         1784.     (f) VERT ANG       
 EE2042
 EE2042.Superseded values are not recommended for survey control.
 EE2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2042.See file dsdata.txt to determine how the superseded data were derived.
 EE2042
 EE2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4108427993(NAD 83)
 EE2042_MARKER: DD = SURVEY DISK
 EE2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2042
 EE2042  HISTORY     - Date     Condition        Report By
 EE2042  HISTORY     - 1972     MONUMENTED       GADT
 EE2042
 EE2042                          STATION DESCRIPTION
 EE2042
 EE2042'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2042'THE STATION IS LOCATED 9.0 MILES NORTHWEST OF TRION, 9.6 MILES
 EE2042'NORTH-NORTHWEST OF SUMMERVILLE, AND 10.0 FEET NORTH OF BERRYTON
 EE2042'ON THE PROPERTY OF CURL HOBBS.
 EE2042'
 EE2042'TO REACH FROM THE INTERSECTION OF STATE ROUTE 337 AND STATE
 EE2042'ROUTE 48 IN MENLO, GO WEST ON STATE ROUTE 48 FOR 3.20 MILES TO STATE
 EE2042'ROUTE 239.  TURN RIGHT AND GO NORTH ON STATE ROUTE 239 FOR 4.70
 EE2042'MILES TO COUNTY ROAD 234 ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 EE2042'ON COUNTY ROAD 234 FOR 2.0 MILES TO THE STATION ON THE LEFT.
 EE2042'
 EE2042'THE STATION IS A STANDARD DISK STAMPED 027-213 AND SET IN A
 EE2042'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2042'GROUND.  AN UNDERGROUND MARK, STAMPED 027-213, WAS SET 0.96
 EE2042'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2042'
 EE2042'THE STATION IS LOCATED 3.7 FEET NORTHEAST OF A WITNESS POST,
 EE2042'75.5 FEET SOUTHWEST OF A FENCE, AND 165.0 FEET WEST-NORTHWEST
 EE2042'OF A POWER POLE.
 EE2042'
 EE2042'THE AZIMUTH MARK IS LOCATED 0.4 MILES WEST-NORTHWEST OF THE
 EE2042'STATION ON COUNTY ROAD 234.  THE MARK IS A STANDARD DISK STAMPED
 EE2042'AZI AND SET IN A 10-INCH CONCRETE POST FLUSH WITH THE SURFACE
 EE2042'OF THE GROUND.  THE MARK IS LOCATED 15.4 FEET NORTH-NORTHEAST
 EE2042'OF THE CENTERLINE OF COUNTY ROAD 234, AND 18.9 FEET
 EE2042'SOUTH-SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2247 ***********************************************************************
 EE2247  DESIGNATION -  BV 027 214 GAHD 1972
 EE2247  PID         -  EE2247
 EE2247  STATE/COUNTY-  GA/CHATTOOGA
 EE2247  USGS QUAD   -  LYERLY (1981)
 EE2247
 EE2247                         *CURRENT SURVEY CONTROL
 EE2247  ___________________________________________________________________
 EE2247* NAD 83(1994)-  34 25 34.52388(N)    085 23 08.43143(W)     ADJUSTED  
 EE2247* NAVD 88     -       205.2    (meters)     673.     (feet)  VERTCON   
 EE2247  ___________________________________________________________________
 EE2247  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EE2247  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2247
 EE2247  HORZ ORDER  -  SECOND
 EE2247
 EE2247.The horizontal coordinates were established by classical geodetic methods
 EE2247.and adjusted by the National Geodetic Survey in September 1997..
 EE2247
 EE2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2247
 EE2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2247
 EE2247.The geoid height was determined by GEOID03.
 EE2247
 EE2247;                    North         East     Units Scale Factor Converg.
 EE2247;SPC GA W     -   491,455.909   587,955.903   MT  1.00005469   -0 41 21.2
 EE2247;SPC GA W     - 1,612,384.93  1,928,985.33   sFT  1.00005469   -0 41 21.2
 EE2247;UTM  16      - 3,810,601.715   648,337.752   MT  0.99987123   +0 54 46.1
 EE2247
 EE2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2247!SPC GA W     -   0.99997233  x   1.00005469  =   1.00002702
 EE2247!UTM  16      -   0.99997233  x   0.99987123  =   0.99984357
 EE2247
 EE2247:                Primary Azimuth Mark                     Grid Az
 EE2247:SPC GA W     -  HIGH POINT LOT                           147 10 23.7
 EE2247:UTM  16      -  HIGH POINT LOT                           145 34 16.4
 EE2247
 EE2247|---------------------------------------------------------------------|
 EE2247| PID    Reference Object                     Distance      Geod. Az  |
 EE2247|                                                           dddmmss.s |
 EE2247| EE2227 HIGH POINT LOT                      APPROX. 4.8 KM 1462902.5 |
 EE2247|---------------------------------------------------------------------|
 EE2247
 EE2247                          SUPERSEDED SURVEY CONTROL
 EE2247
 EE2247  NAD 83(1994)-  34 25 34.52661(N)    085 23 08.43467(W) AD(       ) 2
 EE2247  NAD 83(1986)-  34 25 34.52799(N)    085 23 08.43346(W) AD(       ) 2
 EE2247  NAD 27      -  34 25 34.20939(N)    085 23 08.58810(W) AD(       ) 2
 EE2247  NGVD 29 (07/19/86)  205.2    (m)          673.     (f) VERT ANG       
 EE2247
 EE2247.Superseded values are not recommended for survey control.
 EE2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2247.See file dsdata.txt to determine how the superseded data were derived.
 EE2247
 EE2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4833810602(NAD 83)
 EE2247_MARKER: DD = SURVEY DISK
 EE2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2247+STABILITY: SURFACE MOTION
 EE2247
 EE2247  HISTORY     - Date     Condition        Report By
 EE2247  HISTORY     - 1972     MONUMENTED       GADT
 EE2247  HISTORY     - 20020801 POOR             GADT
 EE2247
 EE2247                          STATION DESCRIPTION
 EE2247
 EE2247'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2247'THE STATION IS LOCATED 1.8 MILES SOUTH OF BERRYTON, 1.8 MILES
 EE2247'NORTHEAST OF LYERLY, AND 4.3 MILES SOUTHWEST OF SUMMERVILLE.
 EE2247'
 EE2247'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE,
 EE2247'GO SOUTHEAST ON U.S. 27 FOR 0.18 MILES TO STATE ROUTE 114 ON
 EE2247'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON STATE ROUTE 114 FOR
 EE2247'4.30 MILES TO THE STATION ON THE RIGHT.
 EE2247'
 EE2247'THE STATION IS A STANDARD DISK STAMPED 027-214 AND SET IN A
 EE2247'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2247'UNDERGROUND MARK, STAMPED 027-214, WAS SET 0.80 METERS BELOW
 EE2247'THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2247'
 EE2247'THE STATION IS LOCATED 49.3 FEET NORTHWEST OF THE CENTERLINE
 EE2247'OF STATE ROUTE 114, 2.9 FEET SOUTHEAST OF A WITNESS POST, AND
 EE2247'71.3 FEET SOUTHWEST OF A POWER POLE.
 EE2247'
 EE2247'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH
 EE2247'MARK.  SUMMERVILLE HIGH PT LOT WILL SERVE FOR AZIMUTH.
 EE2247
 EE2247                          STATION RECOVERY (2002)
 EE2247
 EE2247'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 EE2247'MONUMENT HAS BEEN HIT AND IS LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2240 ***********************************************************************
 EE2240  DESIGNATION -  BV 027 215 GAHD 1972
 EE2240  PID         -  EE2240
 EE2240  STATE/COUNTY-  GA/CHATTOOGA
 EE2240  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE2240
 EE2240                         *CURRENT SURVEY CONTROL
 EE2240  ___________________________________________________________________
 EE2240* NAD 83(1994)-  34 22 20.92108(N)    085 25 57.73417(W)     ADJUSTED  
 EE2240* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 EE2240  ___________________________________________________________________
 EE2240  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 EE2240  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE2240
 EE2240  HORZ ORDER  -  SECOND
 EE2240
 EE2240.The horizontal coordinates were established by classical geodetic methods
 EE2240.and adjusted by the National Geodetic Survey in September 1997..
 EE2240
 EE2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2240
 EE2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2240
 EE2240.The geoid height was determined by GEOID03.
 EE2240
 EE2240;                    North         East     Units Scale Factor Converg.
 EE2240;SPC GA W     -   485,543.346   583,558.582   MT  1.00006708   -0 42 53.5
 EE2240;SPC GA W     - 1,592,986.79  1,914,558.45   sFT  1.00006708   -0 42 53.5
 EE2240;UTM  16      - 3,804,569.798   644,108.168   MT  0.99985598   +0 53 06.0
 EE2240
 EE2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2240!SPC GA W     -   0.99997333  x   1.00006708  =   1.00004041
 EE2240!UTM  16      -   0.99997333  x   0.99985598  =   0.99982932
 EE2240
 EE2240:                Primary Azimuth Mark                     Grid Az
 EE2240:SPC GA W     -  HIGH POINT LOT                           075 19 06.4
 EE2240:UTM  16      -  HIGH POINT LOT                           073 43 06.9
 EE2240
 EE2240|---------------------------------------------------------------------|
 EE2240| PID    Reference Object                     Distance      Geod. Az  |
 EE2240|                                                           dddmmss.s |
 EE2240| EE2227 HIGH POINT LOT                      APPROX. 7.3 KM 0743612.9 |
 EE2240|---------------------------------------------------------------------|
 EE2240
 EE2240                          SUPERSEDED SURVEY CONTROL
 EE2240
 EE2240  NAD 83(1994)-  34 22 20.92352(N)    085 25 57.73707(W) AD(       ) 2
 EE2240  NAD 83(1986)-  34 22 20.92495(N)    085 25 57.73581(W) AD(       ) 2
 EE2240  NAD 27      -  34 22 20.60066(N)    085 25 57.88597(W) AD(       ) 2
 EE2240  NGVD 29 (07/19/86)  198.8    (m)          652.     (f) VERT ANG       
 EE2240
 EE2240.Superseded values are not recommended for survey control.
 EE2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2240.See file dsdata.txt to determine how the superseded data were derived.
 EE2240
 EE2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4410804570(NAD 83)
 EE2240_MARKER: DD = SURVEY DISK
 EE2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2240+STABILITY: SURFACE MOTION
 EE2240
 EE2240  HISTORY     - Date     Condition        Report By
 EE2240  HISTORY     - 1972     MONUMENTED       GADT
 EE2240  HISTORY     - 20020801 POOR             GADT
 EE2240
 EE2240                          STATION DESCRIPTION
 EE2240
 EE2240'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2240'THE STATION IS LOCATED 2.6 MILES SOUTHWEST OF LYERLY, 16.8 MILES
 EE2240'NORTHWEST OF ROME, AND 8.7 MILES SOUTHWEST OF SUMMERVILLE ON
 EE2240'THE PROPERTY OF MR. S. T. ROCH.
 EE2240'
 EE2240'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE,
 EE2240'GO SOUTH ON U.S. 27 FOR 0.2 MILES TO STATE ROUTE 114 ON THE
 EE2240'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON STATE ROUTE 114 FOR
 EE2240'8.7 MILES TO THE STATION ON THE LEFT.
 EE2240'
 EE2240'THE STATION IS A STANDARD DISK STAMPED 027-215 AND SET IN A
 EE2240'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2240'UNDERGROUND MARK, STAMPED 027-215, WAS SET 0.78 METERS BELOW
 EE2240'THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2240'
 EE2240'THE STATION IS LOCATED 45.6 FEET SOUTHEAST OF THE CENTERLINE
 EE2240'OF STATE ROUTE 114, 88.5 FEET NORTHEAST OF A POWER POLE, AND
 EE2240'3.2 FEET NORTHWEST OF A WITNESS POST.
 EE2240'
 EE2240'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH
 EE2240'MARK.  SUMMERVILLE HIGH PT LOT WILL SERVE FOR AZIMUTH.
 EE2240
 EE2240                          STATION RECOVERY (2002)
 EE2240
 EE2240'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 EE2240'MONUMENT HAS BEEN HIT AND IS LEANING BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2241 ***********************************************************************
 EE2241  DESIGNATION -  BV 027 216 GAHD 1972
 EE2241  PID         -  EE2241
 EE2241  STATE/COUNTY-  GA/CHATTOOGA
 EE2241  USGS QUAD   -  LYERLY (1981)
 EE2241
 EE2241                         *CURRENT SURVEY CONTROL
 EE2241  ___________________________________________________________________
 EE2241* NAD 83(1994)-  34 26 15.29371(N)    085 26 47.18702(W)     ADJUSTED  
 EE2241* NAVD 88     -       243.6    (meters)     799.     (feet)  VERTCON   
 EE2241  ___________________________________________________________________
 EE2241  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EE2241  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE2241
 EE2241  HORZ ORDER  -  SECOND
 EE2241
 EE2241.The horizontal coordinates were established by classical geodetic methods
 EE2241.and adjusted by the National Geodetic Survey in September 1997..
 EE2241
 EE2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2241
 EE2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2241
 EE2241.The geoid height was determined by GEOID03.
 EE2241
 EE2241;                    North         East     Units Scale Factor Converg.
 EE2241;SPC GA W     -   492,781.045   582,386.241   MT  1.00007045   -0 43 25.7
 EE2241;SPC GA W     - 1,616,732.48  1,910,712.19   sFT  1.00007045   -0 43 25.7
 EE2241;UTM  16      - 3,811,770.363   642,734.343   MT  0.99985112   +0 52 43.3
 EE2241
 EE2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2241!SPC GA W     -   0.99996630  x   1.00007045  =   1.00003674
 EE2241!UTM  16      -   0.99996630  x   0.99985112  =   0.99981742
 EE2241
 EE2241:                Primary Azimuth Mark                     Grid Az
 EE2241:SPC GA W     -  HIGH POINT LOT                           123 21 51.3
 EE2241:UTM  16      -  HIGH POINT LOT                           121 45 42.3
 EE2241
 EE2241|---------------------------------------------------------------------|
 EE2241| PID    Reference Object                     Distance      Geod. Az  |
 EE2241|                                                           dddmmss.s |
 EE2241| EE2227 HIGH POINT LOT                      APPROX. 9.8 KM 1223825.6 |
 EE2241|---------------------------------------------------------------------|
 EE2241
 EE2241                          SUPERSEDED SURVEY CONTROL
 EE2241
 EE2241  NAD 83(1994)-  34 26 15.29618(N)    085 26 47.19029(W) AD(       ) 2
 EE2241  NAD 83(1986)-  34 26 15.29758(N)    085 26 47.18900(W) AD(       ) 2
 EE2241  NAD 27      -  34 26 14.98377(N)    085 26 47.33711(W) AD(       ) 2
 EE2241  NGVD 29 (07/19/86)  243.6    (m)          799.     (f) VERT ANG       
 EE2241
 EE2241.Superseded values are not recommended for survey control.
 EE2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2241.See file dsdata.txt to determine how the superseded data were derived.
 EE2241
 EE2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4273411770(NAD 83)
 EE2241_MARKER: DD = SURVEY DISK
 EE2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2241+STABILITY: SURFACE MOTION
 EE2241
 EE2241  HISTORY     - Date     Condition        Report By
 EE2241  HISTORY     - 1972     MONUMENTED       GADT
 EE2241
 EE2241                          STATION DESCRIPTION
 EE2241
 EE2241'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2241'THE STATION IS LOCATED 3.3 MILES NORTHWEST OF LYERLY, 6.4 MILES
 EE2241'SOUTHWEST OF SUMMERVILLE, AND 10.8 MILES SOUTHWEST OF TRION ON
 EE2241'THE PROPERTY OF MR. L. M. THOMAS.
 EE2241'
 EE2241'TO REACH FROM THE CHATTOOGA COUNTY COURTHOUSE IN SUMMERVILLE,
 EE2241'GO SOUTH ON U.S. 27 FOR 0.20 MILES TO STATE ROUTE 114 ON THE
 EE2241'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON STATE ROUTE 114 FOR
 EE2241'6.40 MILES TO COUNTY ROAD 1027 ON THE RIGHT.  TURN RIGHT AND GO
 EE2241'WEST FOR 2.95 MILES ON COUNTY ROAD 1027 TO COUNTY ROAD 79 ON
 EE2241'THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 79 FOR
 EE2241'0.20 MILES TO COUNTY ROAD 80 ON THE RIGHT.  TURN RIGHT AND GO
 EE2241'NORTH ON COUNTY ROAD 80 FOR 0.75 MILES TO COUNTY ROAD 82.
 EE2241'CONTINUE ON COUNTY ROAD 82 FOR 0.75 MILES TO THE STATION ON THE
 EE2241'RIGHT.
 EE2241'
 EE2241'THE STATION IS A STANDARD DISK STAMPED 027-216 AND SET IN A
 EE2241'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2241'UNDERGROUND MARK, STAMPED 207-216, WAS SET ABOUT 0.90 METERS
 EE2241'BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2241'
 EE2241'THE STATION IS LOCATED 78.3 FEET SOUTHEAST OF A 10-INCH PINE
 EE2241'TREE, 24.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 82, 65.3
 EE2241'FEET NORTHEAST OF A 6-INCH PINE TREE, AND 3.2 FEET WEST OF A
 EE2241'WITNESS POST.
 EE2241'
 EE2241'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH
 EE2241'MARK.  SUMMERVILLE HIGH PT LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2226 ***********************************************************************
 EE2226  DESIGNATION -  BV 027 217 GAHD 1972
 EE2226  PID         -  EE2226
 EE2226  STATE/COUNTY-  GA/CHATTOOGA
 EE2226  USGS QUAD   -  SUMMERVILLE (1967)
 EE2226
 EE2226                         *CURRENT SURVEY CONTROL
 EE2226  ___________________________________________________________________
 EE2226* NAD 83(1994)-  34 26 14.36999(N)    085 21 34.20049(W)     ADJUSTED  
 EE2226* NAVD 88     -       208.5    (meters)     684.     (feet)  VERTCON   
 EE2226  ___________________________________________________________________
 EE2226  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EE2226  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE2226
 EE2226  HORZ ORDER  -  SECOND
 EE2226
 EE2226.The horizontal coordinates were established by classical geodetic methods
 EE2226.and adjusted by the National Geodetic Survey in September 1997..
 EE2226
 EE2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2226
 EE2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2226
 EE2226.The geoid height was determined by GEOID03.
 EE2226
 EE2226;                    North         East     Units Scale Factor Converg.
 EE2226;SPC GA W     -   492,655.065   590,376.362   MT  1.00004808   -0 40 28.6
 EE2226;SPC GA W     - 1,616,319.16  1,936,926.45   sFT  1.00004808   -0 40 28.6
 EE2226;UTM  16      - 3,811,867.860   650,723.315   MT  0.99988002   +0 55 40.4
 EE2226
 EE2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2226!SPC GA W     -   0.99997182  x   1.00004808  =   1.00001990
 EE2226!UTM  16      -   0.99997182  x   0.99988002  =   0.99985184
 EE2226
 EE2226:                Primary Azimuth Mark                     Grid Az
 EE2226:SPC GA W     -  HIGH POINT LOT                           177 45 21.2
 EE2226:UTM  16      -  HIGH POINT LOT                           176 09 12.2
 EE2226
 EE2226|---------------------------------------------------------------------|
 EE2226| PID    Reference Object                     Distance      Geod. Az  |
 EE2226|                                                           dddmmss.s |
 EE2226| EE2227 HIGH POINT LOT                      APPROX. 5.3 KM 1770452.6 |
 EE2226|---------------------------------------------------------------------|
 EE2226
 EE2226                          SUPERSEDED SURVEY CONTROL
 EE2226
 EE2226  NAD 83(1994)-  34 26 14.37286(N)    085 21 34.20382(W) AD(       ) 2
 EE2226  NAD 83(1986)-  34 26 14.37421(N)    085 21 34.20260(W) AD(       ) 2
 EE2226  NAD 27      -  34 26 14.05743(N)    085 21 34.35913(W) AD(       ) 2
 EE2226  NGVD 29 (07/19/86)  208.5    (m)          684.     (f) VERT ANG       
 EE2226
 EE2226.Superseded values are not recommended for survey control.
 EE2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2226.See file dsdata.txt to determine how the superseded data were derived.
 EE2226
 EE2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5072311868(NAD 83)
 EE2226_MARKER: DD = SURVEY DISK
 EE2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2226+STABILITY: SURFACE MOTION
 EE2226
 EE2226  HISTORY     - Date     Condition        Report By
 EE2226  HISTORY     - 1972     MONUMENTED       GADT
 EE2226
 EE2226                          STATION DESCRIPTION
 EE2226
 EE2226'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2226'THE STATION IS LOCATED 2.0 MILES SOUTHEAST OF BERRYTON, 3.0 MILES
 EE2226'SOUTH OF SUMMERVILLE, AND 8.4 MILES SOUTHWEST OF TRION ON THE
 EE2226'PROPERTY OF MRS. D. L. MC WHORTER.
 EE2226'
 EE2226'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2226'ROUTE 114 IN SUMMERVILLE, GO WEST ON STATE ROUTE 114 FOR 0.55 MILE
 EE2226'TO STATE ROUTE 100 ON THE RIGHT, TURN RIGHT AND GO WEST ON STATE
 EE2226'ROUTE 100 FOR 3.25 MILES TO THE STATION ON THE LEFT.
 EE2226'
 EE2226'THE STATION IS A STANDARD DISK STAMPED 027-217, SET IN A 10 INCH
 EE2226'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE2226'UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-217, SET IN AN
 EE2226'IRREGULAR MASS OF CONCRETE 0.86 METER BELOW THE SURFACE OF THE
 EE2226'GROUND.
 EE2226'
 EE2226'THE STATION IS LOCATED 5.6 FEET EAST OF A FENCE, 4.5 FEET WEST OF
 EE2226'A WITNESS POST, AND 127.7 FEET NORTH OF A POWER POLE ON A 10 FEET
 EE2226'HIGH DIRT BANK.
 EE2226'
 EE2226'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH
 EE2226'MARK.  SUMMERVILLE HIGH PT LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2237 ***********************************************************************
 EE2237  DESIGNATION -  BV 027 218
 EE2237  PID         -  EE2237
 EE2237  STATE/COUNTY-  GA/CHATTOOGA
 EE2237  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE2237
 EE2237                         *CURRENT SURVEY CONTROL
 EE2237  ___________________________________________________________________
 EE2237* NAD 83(1994)-  34 20 42.91236(N)    085 26 46.90067(W)     ADJUSTED  
 EE2237* NAVD 88     -       195.3    (meters)     641.     (feet)  VERTCON   
 EE2237  ___________________________________________________________________
 EE2237  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EE2237  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE2237
 EE2237  HORZ ORDER  -  SECOND
 EE2237
 EE2237.The horizontal coordinates were established by classical geodetic methods
 EE2237.and adjusted by the National Geodetic Survey in September 1997..
 EE2237
 EE2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2237
 EE2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2237
 EE2237.The geoid height was determined by GEOID03.
 EE2237
 EE2237;                    North         East     Units Scale Factor Converg.
 EE2237;SPC GA W     -   482,539.131   582,264.322   MT  1.00007081   -0 43 19.4
 EE2237;SPC GA W     - 1,583,130.47  1,910,312.20   sFT  1.00007081   -0 43 19.4
 EE2237;UTM  16      - 3,801,531.285   642,898.518   MT  0.99985171   +0 52 36.0
 EE2237
 EE2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2237!SPC GA W     -   0.99997388  x   1.00007081  =   1.00004469
 EE2237!UTM  16      -   0.99997388  x   0.99985171  =   0.99982559
 EE2237
 EE2237:                Primary Azimuth Mark                     Grid Az
 EE2237:SPC GA W     -  BV 027 218 AZ MK                         230 08 39.9
 EE2237:UTM  16      -  BV 027 218 AZ MK                         228 32 44.5
 EE2237
 EE2237|---------------------------------------------------------------------|
 EE2237| PID    Reference Object                     Distance      Geod. Az  |
 EE2237|                                                           dddmmss.s |
 EE2237| CG4955 BV 027 218 AZ MK                                   2292520.5 |
 EE2237|---------------------------------------------------------------------|
 EE2237
 EE2237                          SUPERSEDED SURVEY CONTROL
 EE2237
 EE2237  NAD 83(1994)-  34 20 42.91473(N)    085 26 46.90340(W) AD(       ) 2
 EE2237  NAD 83(1986)-  34 20 42.91615(N)    085 26 46.90210(W) AD(       ) 2
 EE2237  NAD 27      -  34 20 42.59048(N)    085 26 47.05096(W) AD(       ) 2
 EE2237  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 EE2237
 EE2237.Superseded values are not recommended for survey control.
 EE2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2237.See file dsdata.txt to determine how the superseded data were derived.
 EE2237
 EE2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4289901531(NAD 83)
 EE2237_MARKER: DD = SURVEY DISK
 EE2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2237
 EE2237  HISTORY     - Date     Condition        Report By
 EE2237  HISTORY     - 1972     MONUMENTED       GADT
 EE2237
 EE2237                          STATION DESCRIPTION
 EE2237
 EE2237'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2237'THE STATION IS LOCATED 4.7 MILES SOUTHWEST OF LYERLY, 17.0 MILES
 EE2237'NORTHWEST OF ROME, AND 11.0 MILES SOUTHWEST OF SUMMERVILLE ON THE
 EE2237'PROPERTY OF MR. B.C. SHAW.
 EE2237'
 EE2237'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2237'ROUTE 114 IN SUMMERVILLE, GO SOUTHWEST ON STATE ROUTE 114 FOR
 EE2237'10.65 MILES TO COUNTY ROAD 69 ON THE LEFT.  TURN LEFT AND GO
 EE2237'SOUTH ON COUNTY ROAD 69 FOR APPROXIMATELY 150 FEET TO THE STATION
 EE2237'ON THE LEFT.
 EE2237'
 EE2237'THE STATION IS A STANDARD DISK STAMPED 027-218, SET IN A 10 INCH
 EE2237'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE2237'UNDERGROUND MARK IS A STANDARD DISK STAMPED 027-218, SET IN AN
 EE2237'IRREGULAR MASS OF CONCRETE 0.79 METER BELOW THE SURFACE OF THE
 EE2237'GROUND.
 EE2237'
 EE2237'THE STATION IS LOCATED 92.5 FEET SOUTH OF A GUIDE POLE, 24.0 FEET
 EE2237'EAST OF THE CENTERLINE OF COUNTY ROAD 69, AND 2.8 FEET WEST OF A
 EE2237'WITNESS POST.
 EE2237'
 EE2237'THE AZIMUTH MARK IS LOCATED 0.6 MILE WEST OF THE STATION ON
 EE2237'STATE ROUTE 114.  IT IS A STANDARD DISK STAMPED AZI, SET IN THE TOP
 EE2237'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 EE2237'OF THE GROUND.  IT IS LOCATED 40.8 FEET SOUTH OF THE CENTERLINE OF
 EE2237'STATE ROUTE 114, 51.3 FEET NORTHEAST OF A POWER POLE, AND 60.6
 EE2237'FEET NORTHWEST OF A 12 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2230 ***********************************************************************
 EE2230  DESIGNATION -  BV 027 220
 EE2230  PID         -  EE2230
 EE2230  STATE/COUNTY-  GA/CHATTOOGA
 EE2230  USGS QUAD   -  ROCK MOUNTAIN (1985)
 EE2230
 EE2230                         *CURRENT SURVEY CONTROL
 EE2230  ___________________________________________________________________
 EE2230* NAD 83(1994)-  34 21 20.05247(N)    085 22 20.93327(W)     ADJUSTED  
 EE2230* NAVD 88     -       226.1    (meters)     742.     (feet)  VERTCON   
 EE2230  ___________________________________________________________________
 EE2230  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EE2230  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE2230
 EE2230  HORZ ORDER  -  SECOND
 EE2230
 EE2230.The horizontal coordinates were established by classical geodetic methods
 EE2230.and adjusted by the National Geodetic Survey in September 1997..
 EE2230
 EE2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2230
 EE2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2230
 EE2230.The geoid height was determined by GEOID03.
 EE2230
 EE2230;                    North         East     Units Scale Factor Converg.
 EE2230;SPC GA W     -   483,600.332   589,075.455   MT  1.00005162   -0 40 50.0
 EE2230;SPC GA W     - 1,586,612.09  1,932,658.39   sFT  1.00005162   -0 40 50.0
 EE2230;UTM  16      - 3,802,781.879   649,676.050   MT  0.99987615   +0 55 07.0
 EE2230
 EE2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2230!SPC GA W     -   0.99996905  x   1.00005162  =   1.00002067
 EE2230!UTM  16      -   0.99996905  x   0.99987615  =   0.99984520
 EE2230
 EE2230:                Primary Azimuth Mark                     Grid Az
 EE2230:SPC GA W     -  BV 027 220 AZ MK                         192 39 26.0
 EE2230:UTM  16      -  BV 027 220 AZ MK                         191 03 29.0
 EE2230
 EE2230|---------------------------------------------------------------------|
 EE2230| PID    Reference Object                     Distance      Geod. Az  |
 EE2230|                                                           dddmmss.s |
 EE2230| CG4956 BV 027 220 AZ MK                                   1915836.0 |
 EE2230|---------------------------------------------------------------------|
 EE2230
 EE2230                          SUPERSEDED SURVEY CONTROL
 EE2230
 EE2230  NAD 83(1994)-  34 21 20.05518(N)    085 22 20.93606(W) AD(       ) 2
 EE2230  NAD 83(1986)-  34 21 20.05659(N)    085 22 20.93477(W) AD(       ) 2
 EE2230  NAD 27      -  34 21 19.73143(N)    085 22 21.09125(W) AD(       ) 2
 EE2230  NGVD 29 (07/19/86)  226.1    (m)          742.     (f) VERT ANG       
 EE2230
 EE2230.Superseded values are not recommended for survey control.
 EE2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2230.See file dsdata.txt to determine how the superseded data were derived.
 EE2230
 EE2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4967602782(NAD 83)
 EE2230_MARKER: DD = SURVEY DISK
 EE2230_SETTING: 0 = UNSPECIFIED SETTING
 EE2230
 EE2230  HISTORY     - Date     Condition        Report By
 EE2230  HISTORY     - 1972     MONUMENTED       GADT
 EE2230
 EE2230                          STATION DESCRIPTION
 EE2230
 EE2230'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2230'THE STATION IS LOCATED APPROXIMATELY 8.6 MILES SOUTH OF
 EE2230'SUMMERVILLE AND 6.6 MILES SOUTH-SOUTH EAST OF BERRYTON.
 EE2230'
 EE2230'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 27 AND
 EE2230'STATE ROUTE 20 IN ROME, PROCEED WEST ON STATE ROUTE 20 FOR 10.5
 EE2230'MILES TO THE INTERSECTION OF STATE ROUTE 20 AND STATE ROUTE 100
 EE2230'(SOUTH).  CONTINUE WEST ON STATE ROUTE 20 FOR 3.0 MILES TO THE
 EE2230'INTERSECTION OF STATE ROUTE 20 AND STATE ROUTE 100 (NORTH).  TURN
 EE2230'RIGHT AND PROCEED NORTH ON STATE ROUTE 100 FOR 7.9 MILES TO THE
 EE2230'INTERSECTION OF STATE ROUTE 100 AND COUNTY ROAD 49.  TURN LEFT
 EE2230'AND PROCEED NORTHWEST ON COUNTY ROAD 49 FOR 0.2 MILE TO THE
 EE2230'STATION ON THE LEFT.
 EE2230'
 EE2230'THE STATION IS A STANDARD DISK STAMPED 027-220 SET IN A CONCRETE
 EE2230'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK
 EE2230'WAS SET ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND, AND STAMPED
 EE2230'027-220.
 EE2230'
 EE2230'THE STATION IS LOCATED 2.5 FEET NORTH OF A WITNESS POST 23.5 FEET
 EE2230'WEST OF THE CENTERLINE OF COUNTY ROAD 49, 21.4 FEET SOUTHEAST OF A
 EE2230'24-INCH OAK TREE, AND 67.4 FEET NORTHWEST OF A POWER POLE.
 EE2230'
 EE2230'TO REACH THE AZIMUTH FROM THE STATION PROCEED SOUTH ON COUNTY
 EE2230'ROAD 49 TO STATE ROUTE 100.  TURN RIGHT AND GO SOUTH ON STATE
 EE2230'ROUTE 100 TO THE INTERSECTION OF COUNTY ROAD 91363.  TURN RIGHT
 EE2230'AND PROCEED WEST FOR 0.10 MILES TO THE MARK ON THE LEFT.
 EE2230'
 EE2230'THE MARK IS A STANDARD DISK STAMPED AZI SET IN A CONCRETE POST
 EE2230'FLUSH WITH THE SURFACE OF THE GROUND.
 EE2230'
 EE2230'THE MARK IS 21.5 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD,
 EE2230'70.2 FEET NORTHEAST OF A POWER POLE, AND 33.0 FEET NORTHWEST OF THE
 EE2230'WEST CORNER OF A BLOCK STORE BUILDING.  THE STORE IS LOCATED NEAR
 EE2230'THE RAILROAD CROSSING ON THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1725 ***********************************************************************
 EE1725  DESIGNATION -  BV 028 200 GAHD 1972
 EE1725  PID         -  EE1725
 EE1725  STATE/COUNTY-  GA/CHEROKEE
 EE1725  USGS QUAD   -  BALL GROUND EAST (1993)
 EE1725
 EE1725                         *CURRENT SURVEY CONTROL
 EE1725  ___________________________________________________________________
 EE1725* NAD 83(1994)-  34 21 01.63742(N)    084 17 15.14926(W)     ADJUSTED  
 EE1725* NAVD 88     -       381.0    (meters)    1250.     (feet)  VERTCON   
 EE1725  ___________________________________________________________________
 EE1725  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 EE1725  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1725
 EE1725  HORZ ORDER  -  SECOND
 EE1725
 EE1725.The horizontal coordinates were established by classical geodetic methods
 EE1725.and adjusted by the National Geodetic Survey in September 1997..
 EE1725
 EE1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1725
 EE1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1725
 EE1725.The geoid height was determined by GEOID03.
 EE1725
 EE1725;                    North         East     Units Scale Factor Converg.
 EE1725;SPC GA W     -   482,380.818   688,880.185   MT  0.99990152   -0 04 05.5
 EE1725;SPC GA W     - 1,582,611.07  2,260,101.07   sFT  0.99990152   -0 04 05.5
 EE1725;UTM  16      - 3,804,348.568   749,490.423   MT  1.00036733   +1 31 52.7
 EE1725
 EE1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1725!SPC GA W     -   0.99994482  x   0.99990152  =   0.99984634
 EE1725!UTM  16      -   0.99994482  x   1.00036733  =   1.00031213
 EE1725
 EE1725:                Primary Azimuth Mark                     Grid Az
 EE1725:SPC GA W     -  TATE LOT                                 316 22 21.8
 EE1725:UTM  16      -  TATE LOT                                 314 46 23.6
 EE1725
 EE1725|---------------------------------------------------------------------|
 EE1725| PID    Reference Object                     Distance      Geod. Az  |
 EE1725|                                                           dddmmss.s |
 EE1725| EE1720 TATE LOT                            APPROX. 8.9 KM 3161816.3 |
 EE1725|---------------------------------------------------------------------|
 EE1725
 EE1725                          SUPERSEDED SURVEY CONTROL
 EE1725
 EE1725  NAD 83(1986)-  34 21 01.64360(N)    084 17 15.15012(W) AD(       ) 2
 EE1725  NAD 27      -  34 21 01.30943(N)    084 17 15.43352(W) AD(       ) 2
 EE1725  NGVD 29 (07/19/86)  381.0    (m)         1250.     (f) VERT ANG       
 EE1725
 EE1725.Superseded values are not recommended for survey control.
 EE1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1725.See file dsdata.txt to determine how the superseded data were derived.
 EE1725
 EE1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4949004349(NAD 83)
 EE1725_MARKER: DD = SURVEY DISK
 EE1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1725+STABILITY: SURFACE MOTION
 EE1725
 EE1725  HISTORY     - Date     Condition        Report By
 EE1725  HISTORY     - 1972     MONUMENTED       GADT
 EE1725  HISTORY     - 20030410 GOOD             GADT
 EE1725
 EE1725                          STATION DESCRIPTION
 EE1725
 EE1725'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1725'THE STATION IS LOCATED 5.8 MILES EAST OF THE INTERSECTION OF
 EE1725'STATE ROUTE 5 AND STATE ROUTE 372, 7.0 MILES SOUTHEAST OF TATE,
 EE1725'AND 5.0 MILES NORTH OF THE INTERSECTION OF STATE ROUTES 372 AND
 EE1725'369, ON THE PROPERTY OF MR. C.L. REYNOLDS.
 EE1725'
 EE1725'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 EE1725'AND 372 IN BALL GROUND, PROCEED EAST ON STATE ROUTE 372 FOR 2.40
 EE1725'MILES TO COUNTY ROAD 2246.  PROCEED NORTHEAST ON COUNTY ROAD 2246
 EE1725'FOR 4.10 MILES TO THE STATION.
 EE1725'
 EE1725'THE STATION IS A STANDARD BRASS DISK STAMPED 028-200, SET IN A
 EE1725'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1725'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1725'028-200, SET IN AN IRREGULAR MASS OF CONCRETE 0.76 METER BELOW
 EE1725'THE SURFACE OF THE GROUND.
 EE1725'
 EE1725'THE STATION IS LOCATED 24.2 FEET NORTH OF THE CENTERLINE OF THE
 EE1725'COUNTY ROAD, 175.0 FEET EAST OF A POWER POLE, 69.7 FEET WEST OF THE
 EE1725'POINT OF INTERSECTION OF A DRIVEWAY AND THE COUNTY ROAD, AND 55.6
 EE1725'FEET SOUTH OF THE WEST CORNER OF A HOUSE.
 EE1725'
 EE1725'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  TATE
 EE1725'LOT WILL SERVE FOR AZIMUTH.
 EE1725
 EE1725                          STATION RECOVERY (2003)
 EE1725
 EE1725'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1725'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1725'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1730 ***********************************************************************
 EE1730  SACS        -  This is a Secondary Airport Control Station.
 EE1730  DESIGNATION -  BV 028 201
 EE1730  PID         -  EE1730
 EE1730  STATE/COUNTY-  GA/CHEROKEE
 EE1730  USGS QUAD   -  BALL GROUND WEST (1997)
 EE1730
 EE1730                         *CURRENT SURVEY CONTROL
 EE1730  ___________________________________________________________________
 EE1730* NAD 83(1994)-  34 18 37.53221(N)    084 25 20.69778(W)     ADJUSTED  
 EE1730* NAVD 88     -       371.77   (meters)    1219.7    (feet)  GPS OBS   
 EE1730  ___________________________________________________________________
 EE1730  X           -     512,618.926 (meters)                     COMP
 EE1730  Y           -  -5,249,237.841 (meters)                     COMP
 EE1730  Z           -   3,575,134.306 (meters)                     COMP
 EE1730  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EE1730  ELLIP HEIGHT-         342.30  (meters)          (09/21/99) GPS OBS
 EE1730  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE1730
 EE1730  HORZ ORDER  -  FIRST
 EE1730  ELLP ORDER  -  FIFTH     CLASS II
 EE1730
 EE1730.This mark is at Cherokee County Airport (47A)
 EE1730
 EE1730.The horizontal coordinates were established by GPS observations
 EE1730.and adjusted by the National Geodetic Survey in September 1999..
 EE1730
 EE1730.The orthometric height was determined by GPS observations and a
 EE1730.high-resolution geoid model.
 EE1730
 EE1730.GPS derived orthometric heights for airport stations designated as
 EE1730.PACS or SACS are published to 2 decimal places.  This maintains
 EE1730.centimeter relative accuracy between the PACS and SACS.  It does
 EE1730.not indicate centimeter accuracy relative to other marks which are
 EE1730.part of the NAVD 88 network.
 EE1730
 EE1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1730
 EE1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1730
 EE1730.The ellipsoidal height was determined by GPS observations
 EE1730.and is referenced to NAD 83.
 EE1730
 EE1730.The geoid height was determined by GEOID03.
 EE1730
 EE1730;                    North         East     Units Scale Factor Converg.
 EE1730;SPC GA W     -   477,963.880   676,461.267   MT  0.99990683   -0 08 39.0
 EE1730;SPC GA W     - 1,568,119.83  2,219,356.67   sFT  0.99990683   -0 08 39.0
 EE1730;UTM  16      - 3,799,584.858   737,194.322   MT  1.00029355   +1 27 13.0
 EE1730
 EE1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1730!SPC GA W     -   0.99994627  x   0.99990683  =   0.99985310
 EE1730!UTM  16      -   0.99994627  x   1.00029355  =   1.00023980
 EE1730
 EE1730:                Primary Azimuth Mark                     Grid Az
 EE1730:SPC GA W     -  FAA 47A B                                026 24 58.3
 EE1730:UTM  16      -  FAA 47A B                                024 49 06.3
 EE1730
 EE1730|---------------------------------------------------------------------|
 EE1730| PID    Reference Object                     Distance      Geod. Az  |
 EE1730|                                                           dddmmss.s |
 EE1730| EE2298 FAA 47A B                           469.136 METERS 0261619.3 |
 EE1730| EE1719 TATE                                APPROX.12.5 KM 0295922.6 |
 EE1730| EE1728 BALL GROUND MUN STANDPIPE           APPROX. 5.3 KM 0500204.3 |
 EE1730| EE1726 ORANGE COUNTY WATER DEPT TANK       APPROX. 8.2 KM 1444605.8 |
 EE1730| EE1712 CHEROKEE LOT                        APPROX. 8.1 KM 1881940.6 |
 EE1730| EE2297 FAA 47A A                           221.367 METERS 26606     |
 EE1730|---------------------------------------------------------------------|
 EE1730
 EE1730                          SUPERSEDED SURVEY CONTROL
 EE1730
 EE1730  NAD 83(1994)-  34 18 37.53234(N)    084 25 20.69798(W) AD(       ) 1
 EE1730  ELLIP H (04/15/99)  342.28   (m)                       GP(       ) 4 2
 EE1730  NAD 83(1994)-  34 18 37.53141(N)    084 25 20.69721(W) AD(       ) 2
 EE1730  ELLIP H (09/03/97)  342.28   (m)                       GP(       ) 4 2
 EE1730  NAD 27      -  34 18 37.19789(N)    084 25 20.96667(W) AD(       ) 2
 EE1730  NGVD 29 (07/19/86)  371.7    (m)         1219.     (f) VERT ANG       
 EE1730
 EE1730.Superseded values are not recommended for survey control.
 EE1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1730.See file dsdata.txt to determine how the superseded data were derived.
 EE1730
 EE1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3719499585(NAD 83)
 EE1730_MARKER: DD = SURVEY DISK
 EE1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1730_SP_SET: CONCRETE POST
 EE1730_STAMPING: BV 028 201
 EE1730_MARK LOGO: GADT  
 EE1730_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1730+STABILITY: SURFACE MOTION
 EE1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1730+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 EE1730
 EE1730  HISTORY     - Date     Condition        Report By
 EE1730  HISTORY     - 1972     MONUMENTED       GADT
 EE1730  HISTORY     - 1972     GOOD             GADT
 EE1730  HISTORY     - 19910130 GOOD             NGS
 EE1730  HISTORY     - 19981021 GOOD             NGS
 EE1730  HISTORY     - 19990224 GOOD             NGS
 EE1730  HISTORY     - 20050222 GOOD             INDIV
 EE1730  HISTORY     - 20060520 GOOD             STRSMA
 EE1730
 EE1730                          STATION DESCRIPTION
 EE1730
 EE1730'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1730'THE STATION IS LOCATED AT THE CHEROKEE COUNTY AIRPORT 3.1 MILES
 EE1730'SOUTHWEST OF BALL GROUND.
 EE1730'
 EE1730'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5 AND
 EE1730'53, GO SOUTH ON STATE ROUTE 5 FOR 5.45 MILES TO THE INTERSECTION OF
 EE1730'STATE ROUTES 372 AND 5, CONTINUE SOUTH ON STATE ROUTE 5 FOR 4.0
 EE1730'MILES TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 EE1730'1.45 MILES TO THE STATION NEAR THE AIRPORT.
 EE1730'
 EE1730'THE STATION IS A STANDARD DISK STAMPED 028-201, SET IN A 10 INCH
 EE1730'POURED CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS
 EE1730'A STANDARD DISK STAMPED 028-201, SET IN AN IRREGUAR MASS OF
 EE1730'CONCRETE 0.69 METER BELOW THE SURFACE OF THE GROUND.  THE STATION
 EE1730'IS LOCATED 27.4 FEET NORTH OF A FENCE, 40.8 FEET EAST OF A FENCE,
 EE1730'58.0 FEET WEST OF THE CENTERLINE OF AIRPORT ROAD, AND 121.0 FEET
 EE1730'SOUTHWEST OF A POWER POLE.
 EE1730'
 EE1730'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1730'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE1730
 EE1730                          STATION RECOVERY (1972)
 EE1730
 EE1730'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972
 EE1730'RECOVERED IN GOOD CONDITION.
 EE1730
 EE1730                          STATION RECOVERY (1991)
 EE1730
 EE1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EE1730'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) NORTHEAST OF CANTON,
 EE1730'ON THE NORTHWEST SIDE OF THE ENTRANCE OF THE CHEROKEE COUNTY AIRPORT,
 EE1730'NORTHWEST OF A RURAL ROUTE MAILBOX AND RECESSED ABOUT 1-INCH BELOW
 EE1730'THE SURFACE OF THE ASPHALT DRIVE OF THE AIRPORT.  OWNERSHIP--CHEROKEE
 EE1730'COUNTY AIRPORT AUTHORITY, 110 WALESKA ROAD, CANTON, GA 30114, PHONE
 EE1730'404-479-8725, AIRPORT MANAGER IS MR. SUTTON, PHONE 404-497-6389.
 EE1730'TO REACH THE STATION FROM THE JUNCTION OF THE NORTHBOUND LANE OF
 EE1730'INTERSTATE HIGHWAY 575 AND AIRPORT DRIVE (EXIT 12 AT MILE MARKER 24),
 EE1730'ABOUT 9.65 KM (6.00 MI) NORTHEAST OF CANTON, GO NORTHEAST ON AIRPORT
 EE1730'DRIVE FOR 1.53 KM (0.95 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN
 EE1730'LEFT INTO THE ENTRANCE TO THE STATION ON THE LEFT IN THE DRIVEWAY.
 EE1730'THE STATION IS LOCATED 30.2 M (99.1 FT) WEST OF AND ACROSS THE AIRPORT
 EE1730'ENTRANCE ROAD FROM THE SOUTHWEST CORNER OF A HOUSE TRAILER, 14.4 M
 EE1730'(47.2 FT) NORTH OF A POWER POLE WITH A SECURITY LIGHT, 13.2 M
 EE1730'(43.3 FT) SOUTHWEST OF THE SOUTHEAST EDGE OF THE APRON AND 6.8 M
 EE1730'(22.3 FT) NORTHWEST OF THE RURAL MAILBOX AT THE AIRPORT ENTRANCE.
 EE1730
 EE1730                          STATION RECOVERY (1998)
 EE1730
 EE1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 EE1730'THE STATION WAS RECOVERED AS DESCRIBED.
 EE1730
 EE1730                          STATION RECOVERY (1999)
 EE1730
 EE1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 EE1730'RECOVERED AS DESCRIBED.  BY R.G.  HAYES
 EE1730
 EE1730                          STATION RECOVERY (2005)
 EE1730
 EE1730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 EE1730'RECOVERED IN GOOD CONDITION.
 EE1730
 EE1730                          STATION RECOVERY (2006)
 EE1730
 EE1730'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1732 ***********************************************************************
 EE1732  DESIGNATION -  BV 028 202 GAHD 1972
 EE1732  PID         -  EE1732
 EE1732  STATE/COUNTY-  GA/CHEROKEE
 EE1732  USGS QUAD   -  BALL GROUND WEST (1997)
 EE1732
 EE1732                         *CURRENT SURVEY CONTROL
 EE1732  ___________________________________________________________________
 EE1732* NAD 83(1994)-  34 19 42.82972(N)    084 23 59.74030(W)     ADJUSTED  
 EE1732* NAVD 88     -       375.4    (meters)    1232.     (feet)  VERTCON   
 EE1732  ___________________________________________________________________
 EE1732  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EE1732  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE1732
 EE1732  HORZ ORDER  -  SECOND
 EE1732
 EE1732.The horizontal coordinates were established by classical geodetic methods
 EE1732.and adjusted by the National Geodetic Survey in September 1997..
 EE1732
 EE1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1732
 EE1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1732
 EE1732.The geoid height was determined by GEOID03.
 EE1732
 EE1732;                    North         East     Units Scale Factor Converg.
 EE1732;SPC GA W     -   479,970.743   678,535.664   MT  0.99990568   -0 07 53.6
 EE1732;SPC GA W     - 1,574,704.01  2,226,162.42   sFT  0.99990568   -0 07 53.6
 EE1732;UTM  16      - 3,801,649.605   739,212.735   MT  1.00030541   +1 28 01.1
 EE1732
 EE1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1732!SPC GA W     -   0.99994570  x   0.99990568  =   0.99985138
 EE1732!UTM  16      -   0.99994570  x   1.00030541  =   1.00025109
 EE1732
 EE1732:                Primary Azimuth Mark                     Grid Az
 EE1732:SPC GA W     -  TATE LOT                                 025 23 09.0
 EE1732:UTM  16      -  TATE LOT                                 023 47 14.3
 EE1732
 EE1732|---------------------------------------------------------------------|
 EE1732| PID    Reference Object                     Distance      Geod. Az  |
 EE1732|                                                           dddmmss.s |
 EE1732| EE1720 TATE LOT                            APPROX. 9.8 KM 0251515.4 |
 EE1732| EE1726 ORANGE COUNTY WATER DEPT TANK       APPROX. 9.1 KM 1630414.3 |
 EE1732|---------------------------------------------------------------------|
 EE1732
 EE1732                          SUPERSEDED SURVEY CONTROL
 EE1732
 EE1732  NAD 83(1986)-  34 19 42.83588(N)    084 23 59.74111(W) AD(       ) 2
 EE1732  NAD 27      -  34 19 42.49791(N)    084 24 00.01311(W) AD(       ) 2
 EE1732  NGVD 29 (07/19/86)  375.4    (m)         1232.     (f) VERT ANG       
 EE1732
 EE1732.Superseded values are not recommended for survey control.
 EE1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1732.See file dsdata.txt to determine how the superseded data were derived.
 EE1732
 EE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3921301650(NAD 83)
 EE1732_MARKER: DD = SURVEY DISK
 EE1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1732+STABILITY: SURFACE MOTION
 EE1732
 EE1732  HISTORY     - Date     Condition        Report By
 EE1732  HISTORY     - 1972     MONUMENTED       GADT
 EE1732
 EE1732                          STATION DESCRIPTION
 EE1732
 EE1732'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1732'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF BALL GROUND, 8.2
 EE1732'MILES NORTHEAST OF CANTON, AND 4.0 MILES SOUTH OF NELSON.
 EE1732'
 EE1732'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5 AND
 EE1732'372 AND COUNTY ROAD 107 IN BALL GROUND, GO WEST ON COUNTY ROAD 107
 EE1732'FOR 1.6 MILES TO THE STATION.
 EE1732'
 EE1732'THE STATION IS A STANDARD DISK STAMPED 028-202, SET IN A 10 INCH
 EE1732'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1732'UNDERGROUND MARK IS A STANDARD DISK STAMPED 028-202, SET IN AN
 EE1732'IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER BELOW THE SURFACE OF
 EE1732'THE GROUND.  THE STATION IS LOCATED 34.8 FEET SOUTHEAST OF THE
 EE1732'CENTERLINE OF COUNTY ROAD 107, 54.2 FEET SOUTHEAST OF A
 EE1732'TELEPHONE POLE, 23.6 FEET WEST OF A 4 INCH OAK TREE AND 30.1
 EE1732'FEET NORTH OF AN OAK TREE.
 EE1732'
 EE1732'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1732'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1716 ***********************************************************************
 EE1716  DESIGNATION -  BV 028 203 GAHD 1972
 EE1716  PID         -  EE1716
 EE1716  STATE/COUNTY-  GA/CHEROKEE
 EE1716  USGS QUAD   -  CANTON (1992)
 EE1716
 EE1716                         *CURRENT SURVEY CONTROL
 EE1716  ___________________________________________________________________
 EE1716* NAD 83(1994)-  34 14 39.05777(N)    084 25 51.75305(W)     ADJUSTED  
 EE1716* NAVD 88     -       355.2    (meters)    1165.     (feet)  VERTCON   
 EE1716  ___________________________________________________________________
 EE1716  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EE1716  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1716
 EE1716  HORZ ORDER  -  SECOND
 EE1716
 EE1716.The horizontal coordinates were established by classical geodetic methods
 EE1716.and adjusted by the National Geodetic Survey in September 1997..
 EE1716
 EE1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1716
 EE1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1716
 EE1716.The geoid height was determined by GEOID03.
 EE1716
 EE1716;                    North         East     Units Scale Factor Converg.
 EE1716;SPC GA W     -   470,618.464   675,648.206   MT  0.99990731   -0 08 55.6
 EE1716;SPC GA W     - 1,544,020.74  2,216,689.16   sFT  0.99990731   -0 08 55.6
 EE1716;UTM  16      - 3,792,216.808   736,585.978   MT  1.00029001   +1 26 46.6
 EE1716
 EE1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1716!SPC GA W     -   0.99994887  x   0.99990731  =   0.99985619
 EE1716!UTM  16      -   0.99994887  x   1.00029001  =   1.00023887
 EE1716
 EE1716:                Primary Azimuth Mark                     Grid Az
 EE1716:SPC GA W     -  BALL GROUND MUN STANDPIPE                024 30 25.3
 EE1716:UTM  16      -  BALL GROUND MUN STANDPIPE                022 54 43.1
 EE1716
 EE1716|---------------------------------------------------------------------|
 EE1716| PID    Reference Object                     Distance      Geod. Az  |
 EE1716|                                                           dddmmss.s |
 EE1716| EE1728 BALL GROUND MUN STANDPIPE           APPROX.11.8 KM 0242129.7 |
 EE1716| EE1753 HICK                                APPROX. 7.9 KM 3044122.4 |
 EE1716|---------------------------------------------------------------------|
 EE1716
 EE1716                          SUPERSEDED SURVEY CONTROL
 EE1716
 EE1716  NAD 83(1986)-  34 14 39.06379(N)    084 25 51.75383(W) AD(       ) 2
 EE1716  NAD 27      -  34 14 38.71890(N)    084 25 52.02012(W) AD(       ) 2
 EE1716  NGVD 29 (07/19/86)  355.2    (m)         1165.     (f) VERT ANG       
 EE1716
 EE1716.Superseded values are not recommended for survey control.
 EE1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1716.See file dsdata.txt to determine how the superseded data were derived.
 EE1716
 EE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3658692217(NAD 83)
 EE1716_MARKER: DD = SURVEY DISK
 EE1716_SETTING: 0 = UNSPECIFIED SETTING
 EE1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1716+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 EE1716
 EE1716  HISTORY     - Date     Condition        Report By
 EE1716  HISTORY     - 1972     MONUMENTED       GADT
 EE1716  HISTORY     - 20060910 GOOD             GEOCAC
 EE1716
 EE1716                          STATION DESCRIPTION
 EE1716
 EE1716'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1716'THE STATION IS LOCATED 3.4 MILES EAST OF CANTON.  6.0 MILES WEST OF
 EE1716'THE INTERSECTION OF GEORGIA 20 AND GEORGIA 369.  6.3 MILES
 EE1716'NORTHEAST OF HOLLY SPRINGS ON THE PROPERTY OF MR. EARL SMITH.
 EE1716'
 EE1716'TO REACH FROM THE INTERSECTION OF GEORGIA 5 AND GEORGIA 20 IN
 EE1716'CANTON, GEORGIA.  PROCEED EAST ON GEORGIA 20 FOR 4.50 MILES TO
 EE1716'COUNTY ROAD 188.  PROCEED NORTH ON COUNTY ROAD 0.35 MILES TO THE
 EE1716'STATION ON THE LEFT.
 EE1716'
 EE1716'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1716'WITH THE GROUND.  THE STATION IS LOCATED 39.6 FEET NORTH OF AN 8
 EE1716'INCH PINE TREE.  61.6 FEET SOUTHEAST OF A POWER POLE.  39.8 FEET
 EE1716'WEST OF THE CENTER LINE OF COUNTY ROAD 188.  64.0 FEET EAST
 EE1716'OF DIRT DRIVE.
 EE1716'
 EE1716'THE STATION IS STAMPED 028-203.  THE UNDERGROUND MARK IS
 EE1716'STAMPED 028-203 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER
 EE1716'BELOW THE SURFACE OF THE GROUND.
 EE1716'
 EE1716'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1716'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE1716
 EE1716                          STATION RECOVERY (2006)
 EE1716
 EE1716'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 EE1716'FOUND IN GOOD CONDITION. REFERENCE TO PINE TREE NO LONGER VALID.
 EE1716'STATION IS 61.5 FEET SOUTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1761 ***********************************************************************
 EE1761  DESIGNATION -  BV 028 204 GAHD 1972
 EE1761  PID         -  EE1761
 EE1761  STATE/COUNTY-  GA/CHEROKEE
 EE1761  USGS QUAD   -  FAIRMOUNT (1981)
 EE1761
 EE1761                         *CURRENT SURVEY CONTROL
 EE1761  ___________________________________________________________________
 EE1761* NAD 83(1994)-  34 23 22.53994(N)    084 39 05.89111(W)     ADJUSTED  
 EE1761* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 EE1761  ___________________________________________________________________
 EE1761  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 EE1761  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1761
 EE1761  HORZ ORDER  -  SECOND
 EE1761
 EE1761.The horizontal coordinates were established by classical geodetic methods
 EE1761.and adjusted by the National Geodetic Survey in September 1997..
 EE1761
 EE1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1761
 EE1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1761
 EE1761.The geoid height was determined by GEOID03.
 EE1761
 EE1761;                    North         East     Units Scale Factor Converg.
 EE1761;SPC GA W     -   486,822.083   655,406.018   MT  0.99992450   -0 16 26.1
 EE1761;SPC GA W     - 1,597,182.12  2,150,277.91   sFT  0.99992450   -0 16 26.1
 EE1761;UTM  16      - 3,807,854.604   715,893.268   MT  1.00017456   +1 19 36.9
 EE1761
 EE1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1761!SPC GA W     -   0.99995815  x   0.99992450  =   0.99988265
 EE1761!UTM  16      -   0.99995815  x   1.00017456  =   1.00013270
 EE1761
 EE1761:                Primary Azimuth Mark                     Grid Az
 EE1761:SPC GA W     -  PINE LOG MTN LOT                         170 13 06.4
 EE1761:UTM  16      -  PINE LOG MTN LOT                         168 37 03.4
 EE1761
 EE1761|---------------------------------------------------------------------|
 EE1761| PID    Reference Object                     Distance      Geod. Az  |
 EE1761|                                                           dddmmss.s |
 EE1761| EE1759 PINE LOG MTN LOT                    APPROX. 7.6 KM 1695640.3 |
 EE1761|---------------------------------------------------------------------|
 EE1761
 EE1761                          SUPERSEDED SURVEY CONTROL
 EE1761
 EE1761  NAD 83(1994)-  34 23 22.54536(N)    084 39 05.89300(W) AD(       ) 2
 EE1761  NAD 83(1986)-  34 23 22.54545(N)    084 39 05.89285(W) AD(       ) 2
 EE1761  NAD 27      -  34 23 22.21213(N)    084 39 06.13757(W) AD(       ) 2
 EE1761  NGVD 29 (07/19/86)  296.0    (m)          971.     (f) VERT ANG       
 EE1761
 EE1761.Superseded values are not recommended for survey control.
 EE1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1761.See file dsdata.txt to determine how the superseded data were derived.
 EE1761
 EE1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1589307855(NAD 83)
 EE1761_MARKER: DD = SURVEY DISK
 EE1761_SETTING: 0 = UNSPECIFIED SETTING
 EE1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1761
 EE1761  HISTORY     - Date     Condition        Report By
 EE1761  HISTORY     - 1972     MONUMENTED       GADT
 EE1761
 EE1761                          STATION DESCRIPTION
 EE1761
 EE1761'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1761'THE STATION IS LOCATED 4.2 MILES SOUTHEAST OF FAIRMONT, 4.9 MILES
 EE1761'NORTHEAST OF THE INTERSECTION OF STATE ROUTE 140 AND U.S. 411, AND
 EE1761'15.0 MILES NORTHEAST OF THE INTERSECTION OF STATE ROUTE 20 AND
 EE1761'U.S. 411.
 EE1761'
 EE1761'TO REACH FROM THE INTERSECTION OF U.S. 411 AND STATE ROUTE 140,
 EE1761'APPROXIMATELY 4.50 MILES NORTH-NORTHEAST OF WHITE, GO EAST ON
 EE1761'STATE ROUTE 140 FOR 4.45 MILES TO THE CHEROKEE COUNTY
 EE1761'LINE.  CONTINUE ON STATE ROUTE 140 FOR 4.3 MILES TO PAVED COUNTY
 EE1761'ROAD 92244.  GO WEST TO NORTH ON COUNTY ROAD 92244 FOR 3.6 MILES
 EE1761'TO A BRIDGE OVER SALACOA CREEK, CONTINUE 0.45 MILE TO A SHARP
 EE1761'RIGHT AND A ROAD LEADING TO THE LEFT, PROCEED LEFT, ACROSS A
 EE1761'BRIDGE OVER SALACOA CREEK AND PROCEED FOR 2.4 MILES TO
 EE1761'FAIRVIEW CHURCH.  CONTINUE ON FOR 1.1 MILES TO THE
 EE1761'STATION NEAR A POWER LINE CROSSING.
 EE1761'
 EE1761'THE STATION IS A STANDARD DISK STAMPED 028-204, SET IN POURED
 EE1761'CONCRETE FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS A
 EE1761'STANDARD DISK STAMPED 028-204, SET IN AN IRREGULAR MASS OF
 EE1761'CONCRETE 0.8 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 EE1761'LOCATED 89.5 FEET SOUTHEAST OF A POWER POLE, 20.3 FEET SOUTHEAST
 EE1761'OF THE CENTERLINE OF THE COUNTY ROAD, AND 173.8 FEET SOUTHWEST
 EE1761'OF A POWER POLE.
 EE1761'
 EE1761'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1761'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1724 ***********************************************************************
 EE1724  DESIGNATION -  BV 028 205
 EE1724  PID         -  EE1724
 EE1724  STATE/COUNTY-  GA/CHEROKEE
 EE1724  USGS QUAD   -  BALL GROUND EAST (1993)
 EE1724
 EE1724                         *CURRENT SURVEY CONTROL
 EE1724  ___________________________________________________________________
 EE1724* NAD 83(1994)-  34 17 36.12443(N)    084 18 29.04877(W)     ADJUSTED  
 EE1724* NAVD 88     -       371.4    (meters)    1219.     (feet)  VERTCON   
 EE1724  ___________________________________________________________________
 EE1724  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EE1724  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1724
 EE1724  HORZ ORDER  -  SECOND
 EE1724
 EE1724.The horizontal coordinates were established by classical geodetic methods
 EE1724.and adjusted by the National Geodetic Survey in September 1997..
 EE1724
 EE1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1724
 EE1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1724
 EE1724.The geoid height was determined by GEOID03.
 EE1724
 EE1724;                    North         East     Units Scale Factor Converg.
 EE1724;SPC GA W     -   476,051.331   686,982.943   MT  0.99990209   -0 04 46.8
 EE1724;SPC GA W     - 1,561,845.08  2,253,876.54   sFT  0.99990209   -0 04 46.8
 EE1724;UTM  16      - 3,797,965.687   747,769.673   MT  1.00035679   +1 31 03.0
 EE1724
 EE1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1724!SPC GA W     -   0.99994633  x   0.99990209  =   0.99984843
 EE1724!UTM  16      -   0.99994633  x   1.00035679  =   1.00030310
 EE1724
 EE1724:                Primary Azimuth Mark                     Grid Az
 EE1724:SPC GA W     -  BV 058 200                               114 53 33.3
 EE1724:UTM  16      -  BV 058 200                               113 17 43.5
 EE1724
 EE1724|---------------------------------------------------------------------|
 EE1724| PID    Reference Object                     Distance      Geod. Az  |
 EE1724|                                                           dddmmss.s |
 EE1724| EE1675 BV 058 200                          APPROX.14.9 KM 1144846.5 |
 EE1724|---------------------------------------------------------------------|
 EE1724
 EE1724                          SUPERSEDED SURVEY CONTROL
 EE1724
 EE1724  NAD 83(1986)-  34 17 36.13066(N)    084 18 29.04950(W) AD(       ) 2
 EE1724  NAD 27      -  34 17 35.79177(N)    084 18 29.32847(W) AD(       ) 2
 EE1724  NGVD 29 (07/19/86)  371.4    (m)         1219.     (f) VERT ANG       
 EE1724
 EE1724.Superseded values are not recommended for survey control.
 EE1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1724.See file dsdata.txt to determine how the superseded data were derived.
 EE1724
 EE1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4777097966(NAD 83)
 EE1724_MARKER: DD = SURVEY DISK
 EE1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1724
 EE1724  HISTORY     - Date     Condition        Report By
 EE1724  HISTORY     - 1972     MONUMENTED       GADT
 EE1724
 EE1724                          STATION DESCRIPTION
 EE1724
 EE1724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1724'THE STATION IS LOCATED 3.9 MILES NORTHWEST OF THE INTERSECTION
 EE1724'OF STATE ROUTES 20 AND 372, 11.0 MILES NORTHEAST OF CANTON, AND
 EE1724'2.6 MILES NORTH OF THE INTERSECTION OF STATE ROUTES 20 AND 369.
 EE1724'
 EE1724'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 EE1724'5 AND 372 IN BALL GROUND, GO EAST ON STATE ROUTE 372 FOR 5.8
 EE1724'MILES TO COUNTY ROAD 205, PROCEED NORTH ON COUNTY ROAD 205 FOR
 EE1724'0.2 MILE TO THE STATION ON THE RIGHT.
 EE1724'
 EE1724'THE STATION IS A STANDARD DISK STAMPED 028-205, SET IN A
 EE1724'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1724'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1724'028-205, SET IN AN IRREGULAR MASS OF CONCRETE 0.78 METER BELOW
 EE1724'THE SURFACE OF THE GROUND.  IT IS LOCATED 86.4 FEET SOUTH OF
 EE1724'THE CENTERLINE OF COUNTY ROAD 205, 56.6 FEET SOUTH OF A POWER
 EE1724'POLE, 52.2 FEET NORTH OF A POWER POLE, AND 133.3 FEET SOUTHEAST
 EE1724'OF A 20 INCH OAK TREE.
 EE1724'
 EE1724'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST
 EE1724'ON COUNTY ROAD 205 FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT
 EE1724'IS 19.3 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 205, 141.9
 EE1724'FEET WEST OF A POWER POLE, AND 53.7 FEET EAST OF A POWER POLE.  IT
 EE1724'IS A STANDARD DISK STAMPED 028-205 AZI, SET IN THE TOP OF A
 EE1724'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1717 ***********************************************************************
 EE1717  DESIGNATION -  BV 028 206 GAHD 1972
 EE1717  PID         -  EE1717
 EE1717  STATE/COUNTY-  GA/CHEROKEE
 EE1717  USGS QUAD   -  CANTON (1992)
 EE1717
 EE1717                         *CURRENT SURVEY CONTROL
 EE1717  ___________________________________________________________________
 EE1717* NAD 83(1994)-  34 09 15.07022(N)    084 26 13.73154(W)     ADJUSTED  
 EE1717* NAVD 88     -       339.5    (meters)    1114.     (feet)  VERTCON   
 EE1717  ___________________________________________________________________
 EE1717  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EE1717  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 EE1717
 EE1717  HORZ ORDER  -  SECOND
 EE1717
 EE1717.The horizontal coordinates were established by classical geodetic methods
 EE1717.and adjusted by the National Geodetic Survey in September 1997..
 EE1717
 EE1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1717
 EE1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1717
 EE1717.The geoid height was determined by GEOID03.
 EE1717
 EE1717;                    North         East     Units Scale Factor Converg.
 EE1717;SPC GA W     -   460,637.943   675,059.371   MT  0.99990767   -0 09 06.7
 EE1717;SPC GA W     - 1,511,276.32  2,214,757.29   sFT  0.99990767   -0 09 06.7
 EE1717;UTM  16      - 3,782,219.960   736,274.741   MT  1.00028821   +1 26 22.2
 EE1717
 EE1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1717!SPC GA W     -   0.99995134  x   0.99990767  =   0.99985901
 EE1717!UTM  16      -   0.99995134  x   1.00028821  =   1.00023953
 EE1717
 EE1717:                Primary Azimuth Mark                     Grid Az
 EE1717:SPC GA W     -  SWEAT MTN LOT                            190 20 18.8
 EE1717:UTM  16      -  SWEAT MTN LOT                            188 44 49.9
 EE1717
 EE1717|---------------------------------------------------------------------|
 EE1717| PID    Reference Object                     Distance      Geod. Az  |
 EE1717|                                                           dddmmss.s |
 EE1717| EE1709 SWEAT MTN LOT                       APPROX. 9.8 KM 1901112.1 |
 EE1717|---------------------------------------------------------------------|
 EE1717
 EE1717                          SUPERSEDED SURVEY CONTROL
 EE1717
 EE1717  NAD 83(1986)-  34 09 15.07625(N)    084 26 13.73240(W) AD(       ) 2
 EE1717  NAD 27      -  34 09 14.72658(N)    084 26 13.99332(W) AD(       ) 2
 EE1717  NGVD 29 (07/19/86)  339.5    (m)         1114.     (f) VERT ANG       
 EE1717
 EE1717.Superseded values are not recommended for survey control.
 EE1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1717.See file dsdata.txt to determine how the superseded data were derived.
 EE1717
 EE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3627582220(NAD 83)
 EE1717_MARKER: DD = SURVEY DISK
 EE1717_SETTING: 0 = UNSPECIFIED SETTING
 EE1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1717
 EE1717  HISTORY     - Date     Condition        Report By
 EE1717  HISTORY     - 1972     MONUMENTED       GADT
 EE1717
 EE1717                          STATION DESCRIPTION
 EE1717
 EE1717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1717'THE STATION IS LOCATED 6.5 MILES SOUTHEAST OF CANTON, 8.7 MILES
 EE1717'NORTHEAST OF THE INTERSECTION OF STATE ROUTES 205 AND 92, AND
 EE1717'6.6 MILES NORTHEAST OF THE INTERSECTION OF STATE ROUTES 92 AND
 EE1717'5 ON THE PROPERTY OF MR. RAYMOND WENDT.
 EE1717'
 EE1717'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 20
 EE1717'AND 5, APPROXIMATELY 1.5 MILES SOUTHWEST OF CANTON, GO SOUTH ON
 EE1717'STATE ROUTE 5 FOR 7.1 MILES TO COUNTY ROAD 91018, PROCEED EAST ON
 EE1717'COUNTY ROAD 91018 FOR 4.1 MILES TO THE STATION.
 EE1717'
 EE1717'THE STATION IS A STANDARD BRASS DISK STAMPED 028-206, SET IN
 EE1717'POURED CONCRETE FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS
 EE1717'A STANDARD DISK STAMPED 028-206, SET IN AN IRREGULAR MASS OF
 EE1717'CONCRETE 0.64 METER BELOW THE SURFACE OF THE GROUND.  THE
 EE1717'STATION IS LOCATED 20.2 FEET NORTHWEST OF THE CENTERLINE OF
 EE1717'A DRIVEWAY, 21.3 FEET NORTHEAST OF A 6 INCH POPLAR TREE, AND
 EE1717'41.6 FEET SOUTHEAST OF AN 8 INCH POPLAR TREE.
 EE1717'
 EE1717'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SWEAT
 EE1717'MTN LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1767 ***********************************************************************
 EE1767  DESIGNATION -  BV 028 207 GAHD 1972
 EE1767  PID         -  EE1767
 EE1767  STATE/COUNTY-  GA/CHEROKEE
 EE1767  USGS QUAD   -  SOUTH CANTON (1997)
 EE1767
 EE1767                         *CURRENT SURVEY CONTROL
 EE1767  ___________________________________________________________________
 EE1767* NAD 83(1994)-  34 11 22.35081(N)    084 31 41.72261(W)     ADJUSTED  
 EE1767* NAVD 88     -       353.5    (meters)    1160.     (feet)  VERTCON   
 EE1767  ___________________________________________________________________
 EE1767  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 EE1767  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE1767
 EE1767  HORZ ORDER  -  SECOND
 EE1767
 EE1767.The horizontal coordinates were established by classical geodetic methods
 EE1767.and adjusted by the National Geodetic Survey in September 1997..
 EE1767
 EE1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1767
 EE1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1767
 EE1767.The geoid height was determined by GEOID03.
 EE1767
 EE1767;                    North         East     Units Scale Factor Converg.
 EE1767;SPC GA W     -   464,585.446   666,672.251   MT  0.99991369   -0 12 11.5
 EE1767;SPC GA W     - 1,524,227.42  2,187,240.54   sFT  0.99991369   -0 12 11.5
 EE1767;UTM  16      - 3,785,934.232   727,778.184   MT  1.00023959   +1 23 22.4
 EE1767
 EE1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1767!SPC GA W     -   0.99994913  x   0.99991369  =   0.99986283
 EE1767!UTM  16      -   0.99994913  x   1.00023959  =   1.00018871
 EE1767
 EE1767:                Primary Azimuth Mark                     Grid Az
 EE1767:SPC GA W     -  BV 028 211 GAHD 1972                     012 06 34.7
 EE1767:UTM  16      -  BV 028 211 GAHD 1972                     010 31 00.8
 EE1767
 EE1767|---------------------------------------------------------------------|
 EE1767| PID    Reference Object                     Distance      Geod. Az  |
 EE1767|                                                           dddmmss.s |
 EE1767| EE1752 BV 028 211 GAHD 1972                APPROX. 7.6 KM 0115423.2 |
 EE1767|---------------------------------------------------------------------|
 EE1767
 EE1767                          SUPERSEDED SURVEY CONTROL
 EE1767
 EE1767  NAD 83(1994)-  34 11 22.35672(N)    084 31 41.72363(W) AD(       ) 2
 EE1767  NAD 83(1986)-  34 11 22.35677(N)    084 31 41.72352(W) AD(       ) 2
 EE1767  NAD 27      -  34 11 22.00909(N)    084 31 41.97611(W) AD(       ) 2
 EE1767  NGVD 29 (07/19/86)  353.5    (m)         1160.     (f) VERT ANG       
 EE1767
 EE1767.Superseded values are not recommended for survey control.
 EE1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1767.See file dsdata.txt to determine how the superseded data were derived.
 EE1767
 EE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2777885934(NAD 83)
 EE1767_MARKER: DD = SURVEY DISK
 EE1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1767+STABILITY: SURFACE MOTION
 EE1767
 EE1767  HISTORY     - Date     Condition        Report By
 EE1767  HISTORY     - 1972     MONUMENTED       GADT
 EE1767
 EE1767                          STATION DESCRIPTION
 EE1767
 EE1767'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1767'THE STATION IS LOCATED 4.0 MILES SOUTHWEST OF CANTON AND 5.8
 EE1767'MILES NORTHEAST OF THE INTERSECTION OF STATE ROUTES 92 AND 205.
 EE1767'
 EE1767'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 20
 EE1767'AND 5, APPROXIMATELY 1.5 MILES SOUTH-SOUTHWEST OF CANTON, GO
 EE1767'SOUTH ON STATE ROUTE 5 FOR 1.65 MILES TO COUNTY ROAD 407,
 EE1767'PROCEED WEST ON COUNTY ROAD 407 FOR 1.5 MILES TO THE STATION
 EE1767'ON THE RIGHT.
 EE1767'
 EE1767'THE STATION IS A STANDARD BRASS DISK STAMPED 028-207, SET IN
 EE1767'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1767'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1767'028-207, SET IN AN IRREGULAR MASS OF CONCRETE 0.69 METER BELOW
 EE1767'THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 29.8 FEET
 EE1767'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 83.6 FEET
 EE1767'WEST OF A POWER POLE, AND 170.3 FEET NORTH OF AN 8 INCH PINE
 EE1767'TREE.
 EE1767'
 EE1767'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  B V
 EE1767'028-211 (GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1754 ***********************************************************************
 EE1754  DESIGNATION -  BV 028 210 GAHD 1972
 EE1754  PID         -  EE1754
 EE1754  STATE/COUNTY-  GA/CHEROKEE
 EE1754  USGS QUAD   -  WALESKA (1997)
 EE1754
 EE1754                         *CURRENT SURVEY CONTROL
 EE1754  ___________________________________________________________________
 EE1754* NAD 83(1994)-  34 16 33.48215(N)    084 34 48.42455(W)     ADJUSTED  
 EE1754* NAVD 88     -       339.0    (meters)    1112.     (feet)  VERTCON   
 EE1754  ___________________________________________________________________
 EE1754  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 EE1754  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1754
 EE1754  HORZ ORDER  -  SECOND
 EE1754
 EE1754.The horizontal coordinates were established by classical geodetic methods
 EE1754.and adjusted by the National Geodetic Survey in September 1997..
 EE1754
 EE1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1754
 EE1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1754
 EE1754.The geoid height was determined by GEOID03.
 EE1754
 EE1754;                    North         East     Units Scale Factor Converg.
 EE1754;SPC GA W     -   474,189.620   661,931.043   MT  0.99991786   -0 13 58.3
 EE1754;SPC GA W     - 1,555,737.11  2,171,685.43   sFT  0.99991786   -0 13 58.3
 EE1754;UTM  16      - 3,795,405.695   722,770.020   MT  1.00021176   +1 21 48.2
 EE1754
 EE1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1754!SPC GA W     -   0.99995140  x   0.99991786  =   0.99986927
 EE1754!UTM  16      -   0.99995140  x   1.00021176  =   1.00016315
 EE1754
 EE1754:                Primary Azimuth Mark                     Grid Az
 EE1754:SPC GA W     -  PINE LOG MTN LOT                         314 16 50.3
 EE1754:UTM  16      -  PINE LOG MTN LOT                         312 41 03.8
 EE1754
 EE1754|---------------------------------------------------------------------|
 EE1754| PID    Reference Object                     Distance      Geod. Az  |
 EE1754|                                                           dddmmss.s |
 EE1754| EE1759 PINE LOG MTN LOT                    APPROX. 7.3 KM 3140252.0 |
 EE1754|---------------------------------------------------------------------|
 EE1754
 EE1754                          SUPERSEDED SURVEY CONTROL
 EE1754
 EE1754  NAD 83(1994)-  34 16 33.48774(N)    084 34 48.42623(W) AD(       ) 2
 EE1754  NAD 83(1986)-  34 16 33.48791(N)    084 34 48.42572(W) AD(       ) 2
 EE1754  NAD 27      -  34 16 33.14861(N)    084 34 48.67584(W) AD(       ) 2
 EE1754  NGVD 29 (07/19/86)  339.0    (m)         1112.     (f) VERT ANG       
 EE1754
 EE1754.Superseded values are not recommended for survey control.
 EE1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1754.See file dsdata.txt to determine how the superseded data were derived.
 EE1754
 EE1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2277095406(NAD 83)
 EE1754_MARKER: DD = SURVEY DISK
 EE1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1754+STABILITY: SURFACE MOTION
 EE1754
 EE1754  HISTORY     - Date     Condition        Report By
 EE1754  HISTORY     - 1972     MONUMENTED       GADT
 EE1754
 EE1754                          STATION DESCRIPTION
 EE1754
 EE1754'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1754'THE STATION IS LOCATED 6.0 MILES NORTHWEST OF CANTON, 3.3 MILES
 EE1754'SOUTHWEST OF THE INTERSECTION OF STATE ROUTES 156 AND 140, AND
 EE1754'9.0 MILES SOUTHEAST OF THE INTERSECTION OF STATE ROUTE 140 AND
 EE1754'U.S. 411.
 EE1754'
 EE1754'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND STATE
 EE1754'ROUTE 20, APPROXIMATELY 2.75 MILES NORTH OF CARTERSVILLE,
 EE1754'PROCEED EAST ON STATE ROUTE 20 FOR 11.25 MILES TO THE
 EE1754'INTERSECTION OF STATE ROUTE 156.  PROCEED NORTHEAST ON STATE
 EE1754'ROUTE 156 FOR 4.95 MILES TO THE STATION ON THE LEFT IN THE
 EE1754'SHOAL CREEK CHURCH YARD.
 EE1754'
 EE1754'THE STATION IS A STANDARD DISK STAMPED 028-210, SET IN A 10
 EE1754'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1754'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1754'028-210, SET IN AN IRREGULAR MASS OF CONCRETE 0.68 METER BELOW
 EE1754'THE SURFACE OF THE GROUND.  IT IS LOCATED 55.3 FEET SOUTHEAST
 EE1754'OF A 22 INCH OAK TREE, 36.5 FEET NORTHEAST OF THE CENTERLINE
 EE1754'OF COUNTY ROAD 29, AND 90.9 FEET NORTHWEST OF THE CENTERLINE
 EE1754'OF STATE ROUTE 156.
 EE1754'
 EE1754'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1754'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1752 ***********************************************************************
 EE1752  DESIGNATION -  BV 028 211 GAHD 1972
 EE1752  PID         -  EE1752
 EE1752  STATE/COUNTY-  GA/CHEROKEE
 EE1752  USGS QUAD   -  WALESKA (1997)
 EE1752
 EE1752                         *CURRENT SURVEY CONTROL
 EE1752  ___________________________________________________________________
 EE1752* NAD 83(1994)-  34 15 24.66844(N)    084 30 40.18856(W)     ADJUSTED  
 EE1752* NAVD 88     -       349.4    (meters)    1146.     (feet)  VERTCON   
 EE1752  ___________________________________________________________________
 EE1752  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EE1752  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EE1752
 EE1752  HORZ ORDER  -  SECOND
 EE1752
 EE1752.The horizontal coordinates were established by classical geodetic methods
 EE1752.and adjusted by the National Geodetic Survey in September 1997..
 EE1752
 EE1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1752
 EE1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1752
 EE1752.The geoid height was determined by GEOID03.
 EE1752
 EE1752;                    North         East     Units Scale Factor Converg.
 EE1752;SPC GA W     -   472,045.802   668,272.949   MT  0.99991240   -0 11 38.1
 EE1752;SPC GA W     - 1,548,703.60  2,192,492.17   sFT  0.99991240   -0 11 38.1
 EE1752;UTM  16      - 3,793,438.710   729,171.182   MT  1.00024743   +1 24 05.7
 EE1752
 EE1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1752!SPC GA W     -   0.99994978  x   0.99991240  =   0.99986218
 EE1752!UTM  16      -   0.99994978  x   1.00024743  =   1.00019719
 EE1752
 EE1752:                Primary Azimuth Mark                     Grid Az
 EE1752:SPC GA W     -  CANTON                                   167 50 26.6
 EE1752:UTM  16      -  CANTON                                   166 14 42.8
 EE1752
 EE1752|---------------------------------------------------------------------|
 EE1752| PID    Reference Object                     Distance      Geod. Az  |
 EE1752|                                                           dddmmss.s |
 EE1752| EE1713 CANTON                              APPROX. 7.9 KM 1673848.5 |
 EE1752| EE1771 CANTON RAD STA WCHK MAST            APPROX. 4.3 KM 1725233.0 |
 EE1752| EE1769 CANTON MUN TANK                     APPROX. 5.4 KM 1755949.2 |
 EE1752|---------------------------------------------------------------------|
 EE1752
 EE1752                          SUPERSEDED SURVEY CONTROL
 EE1752
 EE1752  NAD 83(1994)-  34 15 24.67441(N)    084 30 40.18978(W) AD(       ) 2
 EE1752  NAD 83(1986)-  34 15 24.67439(N)    084 30 40.18960(W) AD(       ) 2
 EE1752  NAD 27      -  34 15 24.33259(N)    084 30 40.44501(W) AD(       ) 2
 EE1752  NGVD 29 (07/19/86)  349.4    (m)         1146.     (f) VERT ANG       
 EE1752
 EE1752.Superseded values are not recommended for survey control.
 EE1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1752.See file dsdata.txt to determine how the superseded data were derived.
 EE1752
 EE1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2917193439(NAD 83)
 EE1752_MARKER: DD = SURVEY DISK
 EE1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1752+STABILITY: SURFACE MOTION
 EE1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1752+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 EE1752
 EE1752  HISTORY     - Date     Condition        Report By
 EE1752  HISTORY     - 1972     MONUMENTED       GADT
 EE1752  HISTORY     - 20050222 GOOD             INDIV
 EE1752  HISTORY     - 20060910 GOOD             GEOCAC
 EE1752
 EE1752                          STATION DESCRIPTION
 EE1752
 EE1752'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1752'THE STATION IS LOCATED 2.4 MILES NORTHWEST OF CANTON, 10.3
 EE1752'MILES SOUTHWEST OF BALL GROUND, AND 2.6 MILES NORTH OF THE
 EE1752'INTERSECTION OF STATE ROUTES 20 AND 5 ON THE PROPERTY OF
 EE1752'MR. ADDISON.
 EE1752'
 EE1752'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 EE1752'AND 140 AT CANTON, GO WEST ON STATE ROUTE 140 FOR 0.10 MILE TO
 EE1752'COUNTY ROAD 24.  PROCEED NORTHWEST ON COUNTY ROAD 24 FOR 1.55
 EE1752'MILES TO ANOTHER COUNTY ROAD, PROCEED NORTH ON THE COUNTY
 EE1752'ROAD FOR 0.10 MILE TO THE STATION ON THE LEFT.
 EE1752'
 EE1752'THE STATION IS A STANDARD BRASS DISK STAMPED 028-211, SET IN
 EE1752'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1752'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1752'028-211, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER
 EE1752'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 25.0 FEET WEST
 EE1752'OF THE CENTERLINE OF THE COUNTY ROAD, 106.2 FEET SOUTHEAST OF
 EE1752'THE SOUTHEAST CORNER OF A HOUSE, AND 93.0 FEET NORTH OF A POWER
 EE1752'POLE.
 EE1752'
 EE1752'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1752'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE1752
 EE1752                          STATION RECOVERY (2005)
 EE1752
 EE1752'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 EE1752'RECOVERED IN GOOD CONDITION.
 EE1752
 EE1752                          STATION RECOVERY (2006)
 EE1752
 EE1752'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 EE1752'RECOVERED IN GOOD CONDITION. MARK IS 1 INCH BELOW THE LEVEL OF THE
 EE1752'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1714 ***********************************************************************
 EE1714  DESIGNATION -  BV 028 212
 EE1714  PID         -  EE1714
 EE1714  STATE/COUNTY-  GA/CHEROKEE
 EE1714  USGS QUAD   -  CANTON (1992)
 EE1714
 EE1714                         *CURRENT SURVEY CONTROL
 EE1714  ___________________________________________________________________
 EE1714* NAD 83(1994)-  34 12 04.40538(N)    084 27 18.37139(W)     ADJUSTED  
 EE1714* NAVD 88     -       360.     (meters)    1181.     (feet)  VERTCON   
 EE1714  ___________________________________________________________________
 EE1714  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EE1714  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1714
 EE1714  HORZ ORDER  -  SECOND
 EE1714
 EE1714.The horizontal coordinates were established by classical geodetic methods
 EE1714.and adjusted by the National Geodetic Survey in September 1997..
 EE1714
 EE1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1714
 EE1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1714
 EE1714.The geoid height was determined by GEOID03.
 EE1714
 EE1714;                    North         East     Units Scale Factor Converg.
 EE1714;SPC GA W     -   465,859.647   673,418.470   MT  0.99990871   -0 09 43.7
 EE1714;SPC GA W     - 1,528,407.86  2,209,373.76   sFT  0.99990871   -0 09 43.7
 EE1714;UTM  16      - 3,787,395.991   734,488.706   MT  1.00027784   +1 25 52.1
 EE1714
 EE1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1714!SPC GA W     -   0.99994812  x   0.99990871  =   0.99985683
 EE1714!UTM  16      -   0.99994812  x   1.00027784  =   1.00022594
 EE1714
 EE1714:                Primary Azimuth Mark                     Grid Az
 EE1714:SPC GA W     -  BV 028 212 AZ MK                         216 40 59.1
 EE1714:UTM  16      -  BV 028 212 AZ MK                         215 05 23.3
 EE1714
 EE1714|---------------------------------------------------------------------|
 EE1714| PID    Reference Object                     Distance      Geod. Az  |
 EE1714|                                                           dddmmss.s |
 EE1714| CZ4299 BV 028 212 AZ MK                                   2163115.4 |
 EE1714|---------------------------------------------------------------------|
 EE1714
 EE1714                          SUPERSEDED SURVEY CONTROL
 EE1714
 EE1714  NAD 83(1986)-  34 12 04.41140(N)    084 27 18.37234(W) AD(       ) 2
 EE1714  NAD 27      -  34 12 04.06565(N)    084 27 18.63268(W) AD(       ) 2
 EE1714  NGVD 29 (07/19/86)  360.     (m)         1181.     (f) VERT ANG       
 EE1714
 EE1714.Superseded values are not recommended for survey control.
 EE1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1714.See file dsdata.txt to determine how the superseded data were derived.
 EE1714
 EE1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3448987396(NAD 83)
 EE1714_MARKER: DD = SURVEY DISK
 EE1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1714
 EE1714  HISTORY     - Date     Condition        Report By
 EE1714  HISTORY     - 1972     MONUMENTED       GADT
 EE1714
 EE1714                          STATION DESCRIPTION
 EE1714
 EE1714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1714'THE STATION IS LOCATED 3.0 MILES SOUTHEAST OF CANTON, 9.5 MILES
 EE1714'EAST OF THE INTERSECTION OF STATE ROUTES 20 AND 156, AND 7.8
 EE1714'MILES NORTHEAST OF WOODSTOCK.
 EE1714'
 EE1714'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 EE1714'5 AND 20, ABOUT 1.5 MILES SOUTH OF CANTON, GO SOUTH ON STATE
 EE1714'ROUTE 5 FOR 0.4 MILE TO THE INTERSECTION OF STATE ROUTE
 EE1714'205.  CONTINUE SOUTH ON STATE ROUTE 5 FOR 0.9 MILE TO BUTTERWORTH
 EE1714'ROAD, PROCEED SOUTHEAST ON BUTTERWORTH ROAD FOR 1.3 MILES TO A
 EE1714'PAVED COUNTY ROAD ON THE RIGHT.  PROCEED EAST ON THE COUNTY
 EE1714'ROAD FOR 2.45 MILES TO THE STATION.
 EE1714'
 EE1714'THE STATION IS A STANDARD BRASS DISK STAMPED 028-212, SET IN
 EE1714'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1714'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1714'028-212, SET IN AN IRREGULAR MASS OF CONCRETE 0.65 METER BELOW
 EE1714'THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 54.0 FEET
 EE1714'EAST OF THE CENTERLINE OF THE COUNTY ROAD, 66.6 FEET SOUTH OF A
 EE1714'POWER POLE, AND 37.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 EE1714'A BLOCK BUILDING.
 EE1714'
 EE1714'THE AZIMUTH MARK IS LOCATED 0.20 MILE SOUTH OF THE STATION,
 EE1714'ALONG THE COUNTY ROAD.  IT IS 22.5 FEET SOUTHEAST OF THE
 EE1714'CENTERLINE OF THE COUNTY ROAD, 14.9 FEET NORTH OF AN 8 INCH PINE
 EE1714'TREE, AND 28.5 FEET SOUTHWEST OF A 12 INCH OAK TREE.  IT
 EE1714'IS A STANDARD DISK STAMPED AZI, SET IN THE TOP OF A 10 INCH
 EE1714'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1708 ***********************************************************************
 EE1708  DESIGNATION -  BV 028 213 GAHD 1972
 EE1708  PID         -  EE1708
 EE1708  STATE/COUNTY-  GA/CHEROKEE
 EE1708  USGS QUAD   -  MOUNTAIN PARK (1992)
 EE1708
 EE1708                         *CURRENT SURVEY CONTROL
 EE1708  ___________________________________________________________________
 EE1708* NAD 83(1994)-  34 07 30.26007(N)    084 26 40.10889(W)     ADJUSTED  
 EE1708* NAVD 88     -       321.     (meters)    1053.     (feet)  VERTCON   
 EE1708  ___________________________________________________________________
 EE1708  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EE1708  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EE1708
 EE1708  HORZ ORDER  -  SECOND
 EE1708
 EE1708.The horizontal coordinates were established by classical geodetic methods
 EE1708.and adjusted by the National Geodetic Survey in September 1997..
 EE1708
 EE1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1708
 EE1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1708
 EE1708.The geoid height was determined by GEOID03.
 EE1708
 EE1708;                    North         East     Units Scale Factor Converg.
 EE1708;SPC GA W     -   457,410.606   674,374.967   MT  0.99990809   -0 09 21.1
 EE1708;SPC GA W     - 1,500,687.96  2,212,511.87   sFT  0.99990809   -0 09 21.1
 EE1708;UTM  16      - 3,778,973.639   735,679.968   MT  1.00028475   +1 26 03.5
 EE1708
 EE1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1708!SPC GA W     -   0.99995424  x   0.99990809  =   0.99986233
 EE1708!UTM  16      -   0.99995424  x   1.00028475  =   1.00023898
 EE1708
 EE1708:                Primary Azimuth Mark                     Grid Az
 EE1708:SPC GA W     -  SWEAT MTN LOT                            189 30 43.4
 EE1708:UTM  16      -  SWEAT MTN LOT                            187 55 18.8
 EE1708
 EE1708|---------------------------------------------------------------------|
 EE1708| PID    Reference Object                     Distance      Geod. Az  |
 EE1708|                                                           dddmmss.s |
 EE1708| EE1709 SWEAT MTN LOT                       APPROX. 6.5 KM 1892122.3 |
 EE1708|---------------------------------------------------------------------|
 EE1708
 EE1708                          SUPERSEDED SURVEY CONTROL
 EE1708
 EE1708  NAD 83(1986)-  34 07 30.26621(N)    084 26 40.10966(W) AD(       ) 2
 EE1708  NAD 27      -  34 07 29.91613(N)    084 26 40.36737(W) AD(       ) 2
 EE1708  NGVD 29 (07/19/86)  321.     (m)         1053.     (f) VERT ANG       
 EE1708
 EE1708.Superseded values are not recommended for survey control.
 EE1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1708.See file dsdata.txt to determine how the superseded data were derived.
 EE1708
 EE1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3568078974(NAD 83)
 EE1708_MARKER: DD = SURVEY DISK
 EE1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1708+STABILITY: SURFACE MOTION
 EE1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1708+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 EE1708
 EE1708  HISTORY     - Date     Condition        Report By
 EE1708  HISTORY     - 1972     MONUMENTED       GADT
 EE1708  HISTORY     - 20010507 GOOD             GADT
 EE1708
 EE1708                          STATION DESCRIPTION
 EE1708
 EE1708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1708'THE STATION IS LOCATED 5.1 MILES NORTHEAST OF THE INTERSECTION
 EE1708'OF STATE ROUTES 92 AND 5, 9.2 MILES NORTHWEST OF ALPHARETTA, AND
 EE1708'7.8 MILES SOUTH OF CANTON.
 EE1708'
 EE1708'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 EE1708'AND 20, GO SOUTH ON STATE ROUTE 5 FOR 6.95 MILES TO COUNTY ROAD
 EE1708'91018, PROCEED EAST ON COUNTY ROAD 91018 FOR 0.20 MILE TO COUNTY
 EE1708'ROAD 362.  PROCEED SOUTH ON COUNTY ROAD 362 FOR 1.25 MILES TO
 EE1708'COUNTY ROAD 2249, PROCEED EAST ON COUNTY ROAD 2249 FOR 1.40
 EE1708'MILES TO A CROSSROAD, TURN LEFT AND PROCEED NORTHEAST ON COUNTY
 EE1708'ROAD 2249 FOR 1.0 MILE TO COUNTY ROAD 370 TO THE LEFT, TURN
 EE1708'LEFT, NORTH, ALONG COUNTY ROAD 370 FOR 0.1 MILE TO THE STATION
 EE1708'ON THE RIGHT.
 EE1708'
 EE1708'THE STATION IS A STANDARD BRASS DISK STAMPED 028-213, SET IN A
 EE1708'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1708'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1708'028-213, SET IN AN IRREGULAR MASS OF CONCRETE 0.71 METER BELOW
 EE1708'THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 25.6 FEET
 EE1708'EAST OF THE CENTERLINE OF THE COUNTY ROAD, 105.2 FEET NORTHEAST
 EE1708'OF A POWER POLE, AND 73.1 FEET SOUTHEAST OF A 6 INCH PINE TREE.
 EE1708'
 EE1708'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SWEAT
 EE1708'MTN LOT WILL SERVE FOR AZIMUTH.
 EE1708
 EE1708                          STATION RECOVERY (2001)
 EE1708
 EE1708'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1683 ***********************************************************************
 EE1683  DESIGNATION -  BV 028 214
 EE1683  PID         -  EE1683
 EE1683  STATE/COUNTY-  GA/CHEROKEE
 EE1683  USGS QUAD   -  BIRMINGHAM (1972)
 EE1683
 EE1683                         *CURRENT SURVEY CONTROL
 EE1683  ___________________________________________________________________
 EE1683* NAD 83(1994)-  34 11 41.82771(N)    084 22 13.55300(W)     ADJUSTED  
 EE1683* NAVD 88     -       354.     (meters)    1161.     (feet)  VERTCON   
 EE1683  ___________________________________________________________________
 EE1683  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EE1683  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EE1683
 EE1683  HORZ ORDER  -  SECOND
 EE1683
 EE1683.The horizontal coordinates were established by classical geodetic methods
 EE1683.and adjusted by the National Geodetic Survey in September 1997..
 EE1683
 EE1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1683
 EE1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1683
 EE1683.The geoid height was determined by GEOID03.
 EE1683
 EE1683;                    North         East     Units Scale Factor Converg.
 EE1683;SPC GA W     -   465,145.195   681,220.217   MT  0.99990435   -0 06 52.3
 EE1683;SPC GA W     - 1,526,063.86  2,234,970.00   sFT  0.99990435   -0 06 52.3
 EE1683;UTM  16      - 3,786,898.528   742,310.383   MT  1.00032382   +1 28 42.8
 EE1683
 EE1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1683!SPC GA W     -   0.99994906  x   0.99990435  =   0.99985342
 EE1683!UTM  16      -   0.99994906  x   1.00032382  =   1.00027287
 EE1683
 EE1683:                Primary Azimuth Mark                     Grid Az
 EE1683:SPC GA W     -  BV 028 214 AZ MK                         163 25 38.2
 EE1683:UTM  16      -  BV 028 214 AZ MK                         161 50 03.1
 EE1683
 EE1683|---------------------------------------------------------------------|
 EE1683| PID    Reference Object                     Distance      Geod. Az  |
 EE1683|                                                           dddmmss.s |
 EE1683| CZ4300 BV 028 214 AZ MK                                   1631845.9 |
 EE1683|---------------------------------------------------------------------|
 EE1683
 EE1683                          SUPERSEDED SURVEY CONTROL
 EE1683
 EE1683  NAD 83(1986)-  34 11 41.83373(N)    084 22 13.55387(W) AD(       ) 2
 EE1683  NAD 27      -  34 11 41.48842(N)    084 22 13.82236(W) AD(       ) 2
 EE1683  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 EE1683
 EE1683.Superseded values are not recommended for survey control.
 EE1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1683.See file dsdata.txt to determine how the superseded data were derived.
 EE1683
 EE1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4231086899(NAD 83)
 EE1683_MARKER: DD = SURVEY DISK
 EE1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1683
 EE1683  HISTORY     - Date     Condition        Report By
 EE1683  HISTORY     - 1972     MONUMENTED       GADT
 EE1683
 EE1683                          STATION DESCRIPTION
 EE1683
 EE1683'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1683'THE STATION IS LOCATED 9.3 MILES NORTHWEST OF ALPHARETTA, 13.4
 EE1683'MILES WEST OF CUMMINGS, AND 5.6 MILES SOUTHWEST OF THE
 EE1683'INTERSECTION OF STATE ROUTES 20 AND 372.
 EE1683'
 EE1683'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 EE1683'AND 20, APPROXIMATELY 1.5 MILES SOUTHWEST OF CANTON, PROCEED
 EE1683'EAST ON STATE ROUTE 20 FOR 0.65 MILE TO THE INTERSECTION OF
 EE1683'STATE ROUTE 140.  PROCEED SOUTHEAST ON STATE ROUTE 140 FOR 6.90
 EE1683'MILES TO COUNTY ROAD 91018, PROCEED NORTH ON COUNTY ROAD 91018
 EE1683'FOR 0.15 MILE TO COUNTY ROAD 295, PROCEED NORTHEAST ON COUNTY
 EE1683'ROAD 295 FOR 3.15 MILES TO COUNTY ROAD 308, PROCEED EAST ON
 EE1683'COUNTY ROAD 308 FOR 0.40 MILE TO THE STATION ON THE RIGHT NEAR
 EE1683'A BARBED WIRE FENCE.
 EE1683'
 EE1683'THE STATION IS A STANDARD BRASS DISK STAMPED 028-214, SET IN A
 EE1683'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1683'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE1683'028-214, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER
 EE1683'BELOW THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 5.9
 EE1683'FEET NORTH OF A FENCE, 88.0 FEET SOUTHEAST OF A 24 INCH OAK
 EE1683'TREE, 22.0 FEET SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD,
 EE1683'AND 57.5 FEET SOUTHWEST OF A 4 INCH PINE TREE.
 EE1683'
 EE1683'THE AZIMUTH MARK IS LOCATED 0.15 MILE SOUTHEAST OF THE STATION
 EE1683'ALONG COUNTY ROAD 308.  IT IS 10.4 FEET EAST OF THE CENTERLINE
 EE1683'OF THE COUNTY ROAD, 8.4 FEET WEST OF A FENCE, AND 34.5 FEET
 EE1683'NORTHEAST OF A 4 INCH WILD CHERRY TREE.  IT IS A STANDARD DISK
 EE1683'STAMPED 028-214 AZI, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1683'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1751 ***********************************************************************
 EE1751  DESIGNATION -  BV 028 215 GAHD 1972
 EE1751  PID         -  EE1751
 EE1751  STATE/COUNTY-  GA/CHEROKEE
 EE1751  USGS QUAD   -  WALESKA (1997)
 EE1751
 EE1751                         *CURRENT SURVEY CONTROL
 EE1751  ___________________________________________________________________
 EE1751* NAD 83(1994)-  34 18 39.55422(N)    084 32 02.56417(W)     ADJUSTED  
 EE1751* NAVD 88     -       394.5    (meters)    1294.     (feet)  VERTCON   
 EE1751  ___________________________________________________________________
 EE1751  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EE1751  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EE1751
 EE1751  HORZ ORDER  -  SECOND
 EE1751
 EE1751.The horizontal coordinates were established by classical geodetic methods
 EE1751.and adjusted by the National Geodetic Survey in September 1997..
 EE1751
 EE1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1751
 EE1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1751
 EE1751.The geoid height was determined by GEOID03.
 EE1751
 EE1751;                    North         East     Units Scale Factor Converg.
 EE1751;SPC GA W     -   478,057.672   666,187.257   MT  0.99991409   -0 12 25.5
 EE1751;SPC GA W     - 1,568,427.55  2,185,649.36   sFT  0.99991409   -0 12 25.5
 EE1751;UTM  16      - 3,799,392.084   726,918.057   MT  1.00023476   +1 23 26.2
 EE1751
 EE1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1751!SPC GA W     -   0.99994269  x   0.99991409  =   0.99985678
 EE1751!UTM  16      -   0.99994269  x   1.00023476  =   1.00017744
 EE1751
 EE1751:                Primary Azimuth Mark                     Grid Az
 EE1751:SPC GA W     -  PINE LOG MTN LOT                         277 22 47.7
 EE1751:UTM  16      -  PINE LOG MTN LOT                         275 46 56.0
 EE1751
 EE1751|---------------------------------------------------------------------|
 EE1751| PID    Reference Object                     Distance      Geod. Az  |
 EE1751|                                                           dddmmss.s |
 EE1751| EE1759 PINE LOG MTN LOT                    APPROX. 9.6 KM 2771022.2 |
 EE1751|---------------------------------------------------------------------|
 EE1751
 EE1751                          SUPERSEDED SURVEY CONTROL
 EE1751
 EE1751  NAD 83(1994)-  34 18 39.56011(N)    084 32 02.56548(W) AD(       ) 2
 EE1751  NAD 83(1986)-  34 18 39.56015(N)    084 32 02.56527(W) AD(       ) 2
 EE1751  NAD 27      -  34 18 39.22146(N)    084 32 02.82164(W) AD(       ) 2
 EE1751  NGVD 29 (07/19/86)  394.5    (m)         1294.     (f) VERT ANG       
 EE1751
 EE1751.Superseded values are not recommended for survey control.
 EE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1751.See file dsdata.txt to determine how the superseded data were derived.
 EE1751
 EE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2691899392(NAD 83)
 EE1751_MARKER: DD = SURVEY DISK
 EE1751_SETTING: 0 = UNSPECIFIED SETTING
 EE1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1751
 EE1751  HISTORY     - Date     Condition        Report By
 EE1751  HISTORY     - 1972     MONUMENTED       GADT
 EE1751
 EE1751                          STATION DESCRIPTION
 EE1751
 EE1751'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1751'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF
 EE1751'WALESKA, 5.7 MILES NORTH OF CANTON, AND 9.1 MILES WEST OF BALL
 EE1751'GROUND.
 EE1751'
 EE1751'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 5 AND
 EE1751'STATE ROUTE 140 IN CANTON, PROCEED NORTH ON STATE ROUTE 140 FOR
 EE1751'6.0 MILES TO THE BOHANNON STANDARD SERVICE STATION ON THE
 EE1751'RIGHT.  THE WALESKA MUNICIPAL STANDPIPE IS LOCATED SOUTHEAST OF
 EE1751'THE SERVICE STATION AND THE SURVEY STATION IS LOCATED ON TOP OF
 EE1751'THE STANDPIPE.
 EE1751'
 EE1751'THE STATION IS A STANDARD DISK SET IN EPOXY ON THE CENTER OF
 EE1751'THE STANDPIPE VENT.  THE DISK IS STAMPED 028-215.
 EE1751'
 EE1751'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1751'INTERSECTION STATIONS LISTED ABOVE WILL SERVE AS AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1729 ***********************************************************************
 EE1729  DESIGNATION -  BV 028 216
 EE1729  PID         -  EE1729
 EE1729  STATE/COUNTY-  GA/CHEROKEE
 EE1729  USGS QUAD   -  BALL GROUND WEST (1997)
 EE1729
 EE1729                         *CURRENT SURVEY CONTROL
 EE1729  ___________________________________________________________________
 EE1729* NAD 83(1994)-  34 19 47.02494(N)    084 28 22.02306(W)     ADJUSTED  
 EE1729* NAVD 88     -       423.7    (meters)    1390.     (feet)  VERTCON   
 EE1729  ___________________________________________________________________
 EE1729  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EE1729  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EE1729
 EE1729  HORZ ORDER  -  SECOND
 EE1729
 EE1729.The horizontal coordinates were established by classical geodetic methods
 EE1729.and adjusted by the National Geodetic Survey in September 1997..
 EE1729
 EE1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1729
 EE1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1729
 EE1729.The geoid height was determined by GEOID03.
 EE1729
 EE1729;                    North         East     Units Scale Factor Converg.
 EE1729;SPC GA W     -   480,117.796   671,831.906   MT  0.99990978   -0 10 21.5
 EE1729;SPC GA W     - 1,575,186.47  2,204,168.51   sFT  0.99990978   -0 10 21.5
 EE1729;UTM  16      - 3,801,609.579   732,504.948   MT  1.00026640   +1 25 33.1
 EE1729
 EE1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1729!SPC GA W     -   0.99993811  x   0.99990978  =   0.99984789
 EE1729!UTM  16      -   0.99993811  x   1.00026640  =   1.00020449
 EE1729
 EE1729:                Primary Azimuth Mark                     Grid Az
 EE1729:SPC GA W     -  CHEROKEE LOT                             161 16 42.2
 EE1729:UTM  16      -  CHEROKEE LOT                             159 40 47.6
 EE1729
 EE1729|---------------------------------------------------------------------|
 EE1729| PID    Reference Object                     Distance      Geod. Az  |
 EE1729|                                                           dddmmss.s |
 EE1729| EE1712 CHEROKEE LOT                        APPROX.10.7 KM 1610620.7 |
 EE1729| CZ4301 BV 028 216 AZ MK                                   2411307.2 |
 EE1729|---------------------------------------------------------------------|
 EE1729
 EE1729                          SUPERSEDED SURVEY CONTROL
 EE1729
 EE1729  NAD 83(1986)-  34 19 47.03088(N)    084 28 22.02424(W) AD(       ) 2
 EE1729  NAD 27      -  34 19 46.69330(N)    084 28 22.28721(W) AD(       ) 2
 EE1729  NGVD 29 (07/19/86)  423.7    (m)         1390.     (f) VERT ANG       
 EE1729
 EE1729.Superseded values are not recommended for survey control.
 EE1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1729.See file dsdata.txt to determine how the superseded data were derived.
 EE1729
 EE1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3250501610(NAD 83)
 EE1729_MARKER: DD = SURVEY DISK
 EE1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1729
 EE1729  HISTORY     - Date     Condition        Report By
 EE1729  HISTORY     - 1972     MONUMENTED       GADT
 EE1729
 EE1729                          STATION DESCRIPTION
 EE1729
 EE1729'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1729'THE STATION IS LOCATED 6.6 MILES NORTH OF CANTON, 4.7 MILES
 EE1729'NORTHEAST OF THE INTERSECTION OF STATE ROUTES 140 AND 156, AND 4.2
 EE1729'MILES SOUTH OF THE INTERSECTION OF STATE ROUTES 156 AND 143.
 EE1729'
 EE1729'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 140
 EE1729'AND 5 IN CANTON, PROCEED NORTH ON STATE ROUTE 5 FOR 5.0 MILES TO
 EE1729'COUNTY ROAD 55, THEN EAST ON COUNTY ROAD 55 FOR 4.3 MILES TO THE
 EE1729'STATION ON THE RIGHT.
 EE1729'
 EE1729'THE STATION IS A STANDARD BRASS DISK STAMPED 028-216, SET IN A
 EE1729'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1729'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 028-216,
 EE1729'SET IN AN IRREGULAR MASS OF CONCRETE 0.70 METER BELOW THE SURFACE
 EE1729'OF THE GROUND.  THE STATION IS LOCATED 32.5 FEET NORTH OF THE
 EE1729'CENTERLINE OF THE COUNTY ROAD, 45.6 FEET EAST OF A 6 INCH OAK
 EE1729'TREE AND 22.8 FEET SOUTHWEST OF A 10 INCH OAK TREE.
 EE1729'
 EE1729'THE AZIMUTH MARK IS LOCATED 0.30 MILE WEST OF THE STATION ON
 EE1729'COUNTY ROAD 55, NEAR A FENCE.  IT IS 4.1 FEET WEST OF THE FENCE
 EE1729'AND 24.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 55.  IT IS A
 EE1729'STANDARD DISK STAMPED 028-216 AZI, SET IN THE TOP OF A 10 INCH
 EE1729'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1707 ***********************************************************************
 EE1707  DESIGNATION -  BV 028 217 GAHD 1972
 EE1707  PID         -  EE1707
 EE1707  STATE/COUNTY-  GA/CHEROKEE
 EE1707  USGS QUAD   -  MOUNTAIN PARK (1992)
 EE1707
 EE1707                         *CURRENT SURVEY CONTROL
 EE1707  ___________________________________________________________________
 EE1707* NAD 83(1994)-  34 06 28.65216(N)    084 28 19.82282(W)     ADJUSTED  
 EE1707* NAVD 88     -       285.     (meters)     935.     (feet)  VERTCON   
 EE1707  ___________________________________________________________________
 EE1707  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EE1707  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1707
 EE1707  HORZ ORDER  -  SECOND
 EE1707
 EE1707.The horizontal coordinates were established by classical geodetic methods
 EE1707.and adjusted by the National Geodetic Survey in September 1997..
 EE1707
 EE1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1707
 EE1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1707
 EE1707.The geoid height was determined by GEOID03.
 EE1707
 EE1707;                    North         East     Units Scale Factor Converg.
 EE1707;SPC GA W     -   455,519.797   671,814.387   MT  0.99990979   -0 10 16.7
 EE1707;SPC GA W     - 1,494,484.53  2,204,111.03   sFT  0.99990979   -0 10 16.7
 EE1707;UTM  16      - 3,777,011.795   733,171.907   MT  1.00027026   +1 25 05.3
 EE1707
 EE1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1707!SPC GA W     -   0.99995989  x   0.99990979  =   0.99986968
 EE1707!UTM  16      -   0.99995989  x   1.00027026  =   1.00023014
 EE1707
 EE1707:                Primary Azimuth Mark                     Grid Az
 EE1707:SPC GA W     -  SWEAT MTN LOT                            161 56 02.4
 EE1707:UTM  16      -  SWEAT MTN LOT                            160 20 40.4
 EE1707
 EE1707|---------------------------------------------------------------------|
 EE1707| PID    Reference Object                     Distance      Geod. Az  |
 EE1707|                                                           dddmmss.s |
 EE1707| EE1709 SWEAT MTN LOT                       APPROX. 4.8 KM 1614545.7 |
 EE1707|---------------------------------------------------------------------|
 EE1707
 EE1707                          SUPERSEDED SURVEY CONTROL
 EE1707
 EE1707  NAD 83(1986)-  34 06 28.65827(N)    084 28 19.82356(W) AD(       ) 2
 EE1707  NAD 27      -  34 06 28.30538(N)    084 28 20.07815(W) AD(       ) 2
 EE1707  NGVD 29 (07/19/86)  285.     (m)          935.     (f) VERT ANG       
 EE1707
 EE1707.Superseded values are not recommended for survey control.
 EE1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1707.See file dsdata.txt to determine how the superseded data were derived.
 EE1707
 EE1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3317277012(NAD 83)
 EE1707_MARKER: DD = SURVEY DISK
 EE1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1707+STABILITY: SURFACE MOTION
 EE1707
 EE1707  HISTORY     - Date     Condition        Report By
 EE1707  HISTORY     - 1972     MONUMENTED       GADT
 EE1707
 EE1707                          STATION DESCRIPTION
 EE1707
 EE1707'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1707'THE STATION IS LOCATED 3.0 MILES NORTHEAST OF THE INTERSECTION OF
 EE1707'STATE ROUTES 92 AND 5, 10.5 MILES NORTHWEST OF ALPHARETTA, AND
 EE1707'6.0 MILES NORTHEAST OF THE INTERSECTION OF STATE ROUTES 92 AND 205.
 EE1707'
 EE1707'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 20
 EE1707'AND 5, ABOUT 1.5 MILES SOUTHWEST OF CANTON, PROCEED SOUTH ON STATE
 EE1707'ROUTE 5 FOR 6.95 MILES TO COUNTY ROAD 91018, THEN PROCEED EAST ON
 EE1707'COUNTY ROAD 91018 FOR 0.20 MILES TO COUNTY ROAD 362.  PROCEED
 EE1707'SOUTH ON COUNTY ROAD 362 FOR 1.95 MILES TO COUNTY ROAD 2249, THEN
 EE1707'EAST ON COUNTY ROAD 2249 FOR 0.70 MILE TO COUNTY ROAD 388.
 EE1707'PROCEED SOUTH ON COUNTY ROAD 388 FOR 0.70 MILE TO THE STATION ON
 EE1707'THE RIGHT IN A PASTURE ON A HILL.
 EE1707'
 EE1707'THE STATION IS A STANDARD BRASS DISK STAMPED 028-217, SET IN A
 EE1707'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1707'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 028-217,
 EE1707'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER BELOW THE
 EE1707'SURFACE OF THE GROUND.  IT IS LOCATED 115.6 FEET NORTH OF A 14
 EE1707'INCH PINE TREE, 76.0 FEET WEST OF A 16 INCH PINE TREE, AND 78.2
 EE1707'FEET NORTHWEST OF A BARBED WIRE FENCE.
 EE1707'
 EE1707'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SWEAT
 EE1707'MTN LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1770 ***********************************************************************
 EE1770  DESIGNATION -  BV 028 218 GAHD 1972
 EE1770  PID         -  EE1770
 EE1770  STATE/COUNTY-  GA/CHEROKEE
 EE1770  USGS QUAD   -  SOUTH CANTON (1997)
 EE1770
 EE1770                         *CURRENT SURVEY CONTROL
 EE1770  ___________________________________________________________________
 EE1770* NAD 83(1994)-  34 10 24.71084(N)    084 34 54.03809(W)     ADJUSTED  
 EE1770* NAVD 88     -       301.     (meters)     988.     (feet)  VERTCON   
 EE1770  ___________________________________________________________________
 EE1770  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EE1770  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EE1770
 EE1770  HORZ ORDER  -  SECOND
 EE1770
 EE1770.The horizontal coordinates were established by classical geodetic methods
 EE1770.and adjusted by the National Geodetic Survey in September 1997..
 EE1770
 EE1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1770
 EE1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1770
 EE1770.The geoid height was determined by GEOID03.
 EE1770
 EE1770;                    North         East     Units Scale Factor Converg.
 EE1770;SPC GA W     -   462,828.316   661,741.178   MT  0.99991804   -0 13 59.2
 EE1770;SPC GA W     - 1,518,462.57  2,171,062.51   sFT  0.99991804   -0 13 59.2
 EE1770;UTM  16      - 3,784,040.163   722,896.331   MT  1.00021247   +1 21 32.2
 EE1770
 EE1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1770!SPC GA W     -   0.99995737  x   0.99991804  =   0.99987542
 EE1770!UTM  16      -   0.99995737  x   1.00021247  =   1.00016984
 EE1770
 EE1770:                Primary Azimuth Mark                     Grid Az
 EE1770:SPC GA W     -  SUTALLEE                                 326 35 56.6
 EE1770:UTM  16      -  SUTALLEE                                 325 00 25.2
 EE1770
 EE1770|---------------------------------------------------------------------|
 EE1770| PID    Reference Object                     Distance      Geod. Az  |
 EE1770|                                                           dddmmss.s |
 EE1770| EE1768 SUTALLEE                            APPROX. 6.3 KM 3262157.4 |
 EE1770|---------------------------------------------------------------------|
 EE1770
 EE1770                          SUPERSEDED SURVEY CONTROL
 EE1770
 EE1770  NAD 83(1994)-  34 10 24.71638(N)    084 34 54.03931(W) AD(       ) 2
 EE1770  NAD 83(1986)-  34 10 24.71666(N)    084 34 54.03896(W) AD(       ) 2
 EE1770  NAD 27      -  34 10 24.36818(N)    084 34 54.28566(W) AD(       ) 2
 EE1770  NGVD 29 (07/19/86)  301.     (m)          988.     (f) VERT ANG       
 EE1770
 EE1770.Superseded values are not recommended for survey control.
 EE1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1770.See file dsdata.txt to determine how the superseded data were derived.
 EE1770
 EE1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2289684040(NAD 83)
 EE1770_MARKER: DD = SURVEY DISK
 EE1770_SETTING: 0 = UNSPECIFIED SETTING
 EE1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1770
 EE1770  HISTORY     - Date     Condition        Report By
 EE1770  HISTORY     - 1972     MONUMENTED       GADT
 EE1770
 EE1770                          STATION DESCRIPTION
 EE1770
 EE1770'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1770'THE STATION IS LOCATED APPROXIMATELY 6.8 MILES SOUTHWEST OF
 EE1770'CANTON, 6.8 MILES NORTHWEST OF THE INTERSECTION OF GA 92 AND GA 5,
 EE1770'AND 12.5 MILES EAST OF CARTERSVILLE.
 EE1770'
 EE1770'TO REACH THE STATION FROM THE INTERSECTION OF GA 20 AND GA 205
 EE1770'1.5 MILES SOUTH OF CANTON, PROCEED SOUTHWEST ON GA 205 FOR 4.75
 EE1770'MILES TO COUNTY ROAD 471 ON THE RIGHT.  TURN RIGHT AND PROCEED
 EE1770'NORTHWEST ON COUNTY ROAD 471 FOR 1.1 MILES TO A SAWMILL ROAD ON
 EE1770'THE LEFT.  PROCEED SOUTH ON THE SAWMILL ROAD FOR 0.1 MILES TO
 EE1770'THE STATION ON THE RIGHT.
 EE1770'
 EE1770'THE STATION IS A STANDARD DISK STAMPED 028-218 SET IN A CONCRETE
 EE1770'POST FLUSH WITH THE SURFACE OF THE GROUND.  A UNDERGROUND MARK
 EE1770'WAS SET 0.65 METERS BELOW THE STATION AND STAMPED 028-218.
 EE1770'
 EE1770'THE STATION IS LOCATED 85.6 FEET SOUTHEAST OF A 8-INCH HICKORY
 EE1770'TREE, 90.1 FEET SOUTH-SOUTHWEST OF A 10-INCH HICKORY TREE, AND
 EE1770'102.8 FEET SOUTHWEST OF A 12-INCH HICKORY TREE.
 EE1770'
 EE1770'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1770'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2164 ***********************************************************************
 DF2164  DESIGNATION -  BV 029 200
 DF2164  PID         -  DF2164
 DF2164  STATE/COUNTY-  GA/CLARKE
 DF2164  USGS QUAD   -  ATHENS EAST (1998)
 DF2164
 DF2164                         *CURRENT SURVEY CONTROL
 DF2164  ___________________________________________________________________
 DF2164* NAD 83(1994)-  33 55 32.23050(N)    083 21 31.85998(W)     ADJUSTED  
 DF2164* NAVD 88     -       253.6    (meters)     832.     (feet)  VERTCON   
 DF2164  ___________________________________________________________________
 DF2164  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DF2164  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF2164
 DF2164  HORZ ORDER  -  FIRST
 DF2164
 DF2164.The horizontal coordinates were established by classical geodetic methods
 DF2164.and adjusted by the National Geodetic Survey in September 1997..
 DF2164
 DF2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2164
 DF2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2164
 DF2164.The geoid height was determined by GEOID03.
 DF2164
 DF2164;                    North         East     Units Scale Factor Converg.
 DF2164;SPC GA W     -   435,547.981   774,688.426   MT  0.99996875   +0 27 03.2
 DF2164;SPC GA W     - 1,428,960.33  2,541,623.61   sFT  0.99996875   +0 27 03.2
 DF2164;UTM  17      - 3,756,414.817   281,952.227   MT  1.00018614   -1 19 01.3
 DF2164
 DF2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2164!SPC GA W     -   0.99996473  x   0.99996875  =   0.99993348
 DF2164!UTM  17      -   0.99996473  x   1.00018614  =   1.00015086
 DF2164
 DF2164:                Primary Azimuth Mark                     Grid Az
 DF2164:SPC GA W     -  ATHENS TECH COLLEGE TANK                 013 17 31.4
 DF2164:UTM  17      -  ATHENS TECH COLLEGE TANK                 015 03 35.9
 DF2164
 DF2164|---------------------------------------------------------------------|
 DF2164| PID    Reference Object                     Distance      Geod. Az  |
 DF2164|                                                           dddmmss.s |
 DF2164| DF2162 ATHENS TECH COLLEGE TANK            APPROX. 7.5 KM 0134434.6 |
 DF2164| DF3261 BV 029 200 AZ MK                                   0423152.6 |
 DF2164| DF2161 VORTAC ATHENS AHN                   APPROX. 4.0 KM 0521638.7 |
 DF2164| DF2165 ATHENS SOU MILLS SUPPLY TANK        APPROX. 3.1 KM 1932037.5 |
 DF2164| DF2191 BREEDLOVE                           APPROX.11.1 KM 2021027.2 |
 DF2164| DF2208 ATHENS SOU BELL MICROWAVE           APPROX. 4.1 KM 3294417.6 |
 DF2164|---------------------------------------------------------------------|
 DF2164
 DF2164                          SUPERSEDED SURVEY CONTROL
 DF2164
 DF2164  NAD 83(1986)-  33 55 32.23747(N)    083 21 31.85908(W) AD(       ) 1
 DF2164  NAD 27      -  33 55 31.82004(N)    083 21 32.29377(W) AD(       ) 1
 DF2164  NGVD 29 (07/19/86)  253.7    (m)          832.     (f) VERT ANG       
 DF2164
 DF2164.Superseded values are not recommended for survey control.
 DF2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2164.See file dsdata.txt to determine how the superseded data were derived.
 DF2164
 DF2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8195256415(NAD 83)
 DF2164_MARKER: DD = SURVEY DISK
 DF2164_SETTING: 0 = UNSPECIFIED SETTING
 DF2164
 DF2164  HISTORY     - Date     Condition        Report By
 DF2164  HISTORY     - 1975     MONUMENTED       GADT
 DF2164  HISTORY     - 1978     GOOD             NGS
 DF2164
 DF2164                          STATION DESCRIPTION
 DF2164
 DF2164'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2164'THE STATION IS LOCATED IN ATHENS ON THE PROPERTY OF THE
 DF2164'U.S. DEPARTMENT OF AGRICULTURE, RICHARD B. RUSSELL AGRICULTURAL
 DF2164'RESEARCH CENTER, P.O. BOX 5677, ATHENS.
 DF2164'
 DF2164'TO REACH THE STATION FROM THE ATHENS CITY HALL, GO SOUTHWESTERLY
 DF2164'ALONG COLLEGE AVENUE FOR APPROXIMATELY 100 FEET TO THE JUNCTION
 DF2164'OF WASHINGTON STREET CROSSING.  CONTINUE SOUTHWESTERLY ALONG
 DF2164'COLLEGE AVENUE FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 78
 DF2164'(STATE ROUTE 10 AND BROAD STREET).  TURN LEFT, GOING EASTERLY
 DF2164'ALONG U.S. HIGHWAY 78 FOR 0.5 MILE TO THE CENTER OF A BRIDGE
 DF2164'OVER THE OCONEE RIVER.  CONTINUE SOUTHEASTERLY ALONG U.S.
 DF2164'HIGHWAY 78 FOR 0.75 MILE TO THE JUNCTION OF SPRING ROAD
 DF2164'(COUNTY ROAD 90915) LEADING TO THE ATHENS MUNICIPAL AIRPORT TO
 DF2164'THE LEFT.  CONTINUE EASTERLY ALONG U.S. HIGHWAY 78 FOR 0.3
 DF2164'MILE TO THE JUNCTION OF BARNETT SHOALS ROAD (COUNTY ROAD
 DF2164'92117) TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG
 DF2164'BARNETT SHOALS ROAD FOR 1.75 MILES TO ITS TERMINATION AT THE
 DF2164'JUNCTION OF GAINES SHOALS ROAD CROSSING.  TURN
 DF2164'RIGHT, GOING SOUTHWESTERLY ALONG GAINES SHOALS ROAD (COUNTY
 DF2164'ROAD 91443) FOR 0.4 MILE TO THE JUNCTION OF COLLEGE STATION
 DF2164'ROAD (COUNTY ROAD 92118) TO THE RIGHT.  TURN RIGHT, GOING
 DF2164'WEST-NORTHWEST ALONG COLLEGE STATION ROAD FOR 1.1 MILES TO THE
 DF2164'JUNCTION OF A DRIVEWAY LEADING TO THE RICHARD B. RUSSELL
 DF2164'AGRICULTURAL RESEARCH CENTER BUILDING TO THE LEFT AND THE AZIMUTH
 DF2164'MARK ON THE LEFT.  TURN LEFT, GOING WESTERLY ALONG THE DRIVEWAY
 DF2164'FOR 0.2 MILE TO THE RICHARD B. RUSSELL AGRICULTURAL RESEARCH
 DF2164'CENTER BUILDING AND THE STATION.
 DF2164'
 DF2164'THE STATION IS LOCATED ON THE ROOF OF THE PENTHOUSE OF THE
 DF2164'RICHARD B. RUSSELL AGRICULTURAL RESEARCH CENTER BUILDING, 12.4
 DF2164'FEET NORTHWEST OF THE SOUTHEAST INSIDE CORNER OF A PARAPET WALL
 DF2164'AROUND THE OUTER EDGE OF THE BUILDING, 5.7 FEET NORTH OF THE
 DF2164'FACE OF THE SOUTH PARAPET WALL, 6.8 FEET EAST-NORTHEAST OF THE
 DF2164'NORTHEAST CORNER OF A METAL TRAP DOOR, 32.3 FEET SOUTH-SOUTHWEST
 DF2164'OF THE NORTHEAST INSIDE CORNER OF THE PARAPET WALL.  IT IS A
 DF2164'STANDARD BRASS DISK STAMPED 029-200, SET FLUSH WITH THE
 DF2164'SURFACE OF A 3-1/2 FOOT EQUILATERAL TRIANGULAR CONCRETE PAD,
 DF2164'THE SURFACE OF WHICH IS APPROXIMATELY 3 INCHES ABOVE THE
 DF2164'SURFACE OF THE BUILDING ROOF.
 DF2164'
 DF2164'THE AZIMUTH MARK IS LOCATED 49 FEET SOUTHWEST OF THE CENTERLINE
 DF2164'OF COLLEGE STATION ROAD, 23 FEET NORTHWEST OF THE CENTERLINE OF
 DF2164'THE DRIVEWAY LEADING TO THE RICHARD B. RUSSELL AGRICULTURAL
 DF2164'RESEARCH CENTER BUILDING, 72.5 FEET SOUTHEAST OF A POWER POLE,
 DF2164'76.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STONE BLOCK
 DF2164'RICHARD B. RUSSELL AGRICULTURAL RESEARCH CENTER SIGN, 13.5 FEET
 DF2164'NORTHEAST OF A LIGHT POLE, AND 2.5 FEET SOUTHEAST OF A WITNESS
 DF2164'POST.  IT IS A STANDARD DISK STAMPED 029-200 AZMK, SET IN THE
 DF2164'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2164'SURFACE OF THE GROUND.
 DF2164
 DF2164                          STATION RECOVERY (1978)
 DF2164
 DF2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DF2164'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 DF2164'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DF2164'
 DF2164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2164'2 MILES SOUTHEAST OF CENTER OF ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2166 ***********************************************************************
 DF2166  DESIGNATION -  BV 029 201
 DF2166  PID         -  DF2166
 DF2166  STATE/COUNTY-  GA/CLARKE
 DF2166  USGS QUAD   -  ATHENS EAST (1998)
 DF2166
 DF2166                         *CURRENT SURVEY CONTROL
 DF2166  ___________________________________________________________________
 DF2166* NAD 83(1994)-  33 53 57.09883(N)    083 22 08.67499(W)     ADJUSTED  
 DF2166* NAVD 88     -       212.8    (meters)     698.     (feet)  VERTCON   
 DF2166  ___________________________________________________________________
 DF2166  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DF2166  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF2166
 DF2166  HORZ ORDER  -  SECOND
 DF2166
 DF2166.The horizontal coordinates were established by classical geodetic methods
 DF2166.and adjusted by the National Geodetic Survey in September 1997..
 DF2166
 DF2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2166
 DF2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2166
 DF2166.The geoid height was determined by GEOID03.
 DF2166
 DF2166;                    North         East     Units Scale Factor Converg.
 DF2166;SPC GA W     -   432,609.639   773,765.665   MT  0.99996706   +0 26 41.5
 DF2166;SPC GA W     - 1,419,320.12  2,538,596.19   sFT  0.99996706   +0 26 41.5
 DF2166;UTM  17      - 3,753,505.688   280,939.061   MT  1.00019161   -1 19 18.6
 DF2166
 DF2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2166!SPC GA W     -   0.99997113  x   0.99996706  =   0.99993819
 DF2166!UTM  17      -   0.99997113  x   1.00019161  =   1.00016273
 DF2166
 DF2166:                Primary Azimuth Mark                     Grid Az
 DF2166:SPC GA W     -  BV 029 201 AZ MK                         040 49 41.1
 DF2166:UTM  17      -  BV 029 201 AZ MK                         042 35 41.2
 DF2166
 DF2166|---------------------------------------------------------------------|
 DF2166| PID    Reference Object                     Distance      Geod. Az  |
 DF2166|                                                           dddmmss.s |
 DF2166| DF3262 BV 029 201 AZ MK                                   0411622.6 |
 DF2166| DF2165 ATHENS SOU MILLS SUPPLY TANK        243.885 METERS 10240     |
 DF2166|---------------------------------------------------------------------|
 DF2166
 DF2166                          SUPERSEDED SURVEY CONTROL
 DF2166
 DF2166  NAD 83(1986)-  33 53 57.10570(N)    083 22 08.67412(W) AD(       ) 2
 DF2166  NAD 27      -  33 53 56.68609(N)    083 22 09.10704(W) AD(       ) 2
 DF2166  NGVD 29 (07/19/86)  212.9    (m)          698.     (f) VERT ANG       
 DF2166
 DF2166.Superseded values are not recommended for survey control.
 DF2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2166.See file dsdata.txt to determine how the superseded data were derived.
 DF2166
 DF2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8093953506(NAD 83)
 DF2166_MARKER: DD = SURVEY DISK
 DF2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2166
 DF2166  HISTORY     - Date     Condition        Report By
 DF2166  HISTORY     - 1975     MONUMENTED       GADT
 DF2166
 DF2166                          STATION DESCRIPTION
 DF2166
 DF2166'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2166'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE SOUTHWEST OF
 DF2166'WHITEHALL, 4-1/4 MILES SOUTH OF ATHENS, AND 3-1/2 MILES NORTHEAST
 DF2166'OF WATKINSVILLE ON COUNTY RIGHT OF WAY.
 DF2166'
 DF2166'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2166'(STATE ROUTE 10) AND U.S. HIGHWAYS 129 AND 441 (STATE ROUTE 15)
 DF2166'IN ATHENS, GO SOUTH ALONG U.S. HIGHWAYS 129 AND 441 FOR 2.4
 DF2166'MILES TO THE JUNCTION OF WEST WHITEHALL ROAD CONTINUING STRAIGHT
 DF2166'AHEAD AND U.S. HIGHWAYS 129 AND 441 (STATE ROUTE 15) TURNING TO
 DF2166'THE RIGHT.  CONTINUE SOUTH ALONG WEST WHITEHALL ROAD (COUNTY
 DF2166'ROAD 92119) FOR 1.2 MILES TO THE JUNCTION OF A DRIVEWAY TO THE
 DF2166'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ALONG
 DF2166'WEST WHITEHALL ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DF2166'
 DF2166'THE STATION IS LOCATED 30 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF2166'OF WEST WHITEHALL ROAD, 35.0 FEET EAST OF A FIRE HYDRANT, 98.0
 DF2166'FEET EAST-SOUTHEAST OF A POWER POLE, 41.6 FEET WEST-NORTHWEST OF
 DF2166'A POWER POLE, AND 2.4 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT
 DF2166'IS A STANDARD BRASS DISK STAMPED 029-201, SET IN THE TOP OF A 10
 DF2166'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2166'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2166'029-201, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2166'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 DF2166'
 DF2166'THE AZIMUTH MARK IS LOCATED 31 FEET WEST-SOUTHWEST OF THE
 DF2166'CENTERLINE OF WEST WHITEHALL ROAD, 38 FEET WEST OF THE POINT OF
 DF2166'INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE DRIVEWAY, 13.0
 DF2166'FEET WEST-SOUTHWEST OF A POWER POLE, AND 2.8 FEET EAST-NORTHEAST
 DF2166'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 029-201 AZMK,
 DF2166'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2166'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2215 ***********************************************************************
 DF2215  DESIGNATION -  BV 029 202
 DF2215  PID         -  DF2215
 DF2215  STATE/COUNTY-  GA/CLARKE
 DF2215  USGS QUAD   -  ATHENS WEST (1998)
 DF2215
 DF2215                         *CURRENT SURVEY CONTROL
 DF2215  ___________________________________________________________________
 DF2215* NAD 83(1994)-  33 58 15.45404(N)    083 23 32.40020(W)     ADJUSTED  
 DF2215* NAVD 88     -       219.7    (meters)     721.     (feet)  VERTCON   
 DF2215  ___________________________________________________________________
 DF2215  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DF2215  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF2215
 DF2215  HORZ ORDER  -  SECOND
 DF2215
 DF2215.The horizontal coordinates were established by classical geodetic methods
 DF2215.and adjusted by the National Geodetic Survey in September 1997..
 DF2215
 DF2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2215
 DF2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2215
 DF2215.The geoid height was determined by GEOID03.
 DF2215
 DF2215;                    North         East     Units Scale Factor Converg.
 DF2215;SPC GA W     -   440,552.959   771,554.618   MT  0.99996310   +0 25 57.7
 DF2215;SPC GA W     - 1,445,380.83  2,531,342.11   sFT  0.99996310   +0 25 57.7
 DF2215;UTM  17      - 3,761,515.313   278,973.732   MT  1.00020226   -1 20 14.3
 DF2215
 DF2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2215!SPC GA W     -   0.99997007  x   0.99996310  =   0.99993317
 DF2215!UTM  17      -   0.99997007  x   1.00020226  =   1.00017233
 DF2215
 DF2215:                Primary Azimuth Mark                     Grid Az
 DF2215:SPC GA W     -  ATHENS PULASKI HTS MUN TANK              127 42 00.0
 DF2215:UTM  17      -  ATHENS PULASKI HTS MUN TANK              129 28 12.0
 DF2215
 DF2215|---------------------------------------------------------------------|
 DF2215| PID    Reference Object                     Distance      Geod. Az  |
 DF2215|                                                           dddmmss.s |
 DF2215| DF2209 ATHENS PULASKI HTS MUN TANK         APPROX. 1.1 KM 1280757.7 |
 DF2215| DF3263 BV 029 202 AZ MK                                   3530418.9 |
 DF2215| DF2216 ATHENS WESTINGHOUSE TANK            APPROX. 1.3 KM 3535516.0 |
 DF2215|---------------------------------------------------------------------|
 DF2215
 DF2215                          SUPERSEDED SURVEY CONTROL
 DF2215
 DF2215  NAD 83(1986)-  33 58 15.46103(N)    083 23 32.39934(W) AD(       ) 2
 DF2215  NAD 27      -  33 58 15.04815(N)    083 23 32.83190(W) AD(       ) 2
 DF2215  NGVD 29 (07/19/86)  219.8    (m)          721.     (f) VERT ANG       
 DF2215
 DF2215.Superseded values are not recommended for survey control.
 DF2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2215.See file dsdata.txt to determine how the superseded data were derived.
 DF2215
 DF2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7897461515(NAD 83)
 DF2215_MARKER: DD = SURVEY DISK
 DF2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2215
 DF2215  HISTORY     - Date     Condition        Report By
 DF2215  HISTORY     - 1975     MONUMENTED       GADT
 DF2215
 DF2215                          STATION DESCRIPTION
 DF2215
 DF2215'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2215'THE STATION IS LOCATED IN NORTH ATHENS ON CITY RIGHT OF WAY.
 DF2215'
 DF2215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 DF2215'ROUTE 8) AND U.S. HIGHWAY 441 (STATE ROUTE 15 ALT) IN ATHENS, GO
 DF2215'WESTERLY ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) AND EXITING AT
 DF2215'CHASE STREET FOR 1.0 MILE TO THE JUNCTION OF CHASE STREET
 DF2215'CROSSING.  TURN LEFT, GOING SOUTH ALONG CHASE STREET FOR 0.2 MILE
 DF2215'TO THE SEABOARD COASTLINE RAILWAY CROSSING AND THE STATION ON
 DF2215'THE RIGHT.
 DF2215'
 DF2215'THE STATION IS LOCATED 18.0 FEET NORTH-NORTHWEST OF THE NORTH
 DF2215'RAIL OF THE RAILWAY TRACK, 33.0 FEET WEST OF THE CENTERLINE OF
 DF2215'CHASE STREET, 41.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DF2215'A CHAINLINK FENCE AROUND A GEORGIA POWER COMPANY SUBSTATION, 8.0
 DF2215'FEET SOUTHWEST OF A POWER POLE, AND 2.0 FEET EAST OF A WITNESS
 DF2215'POST.  IT IS A STANDARD BRASS DISK STAMPED 029-202, SET IN THE
 DF2215'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2215'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2215'DISK STAMPED 029-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2215'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 DF2215'
 DF2215'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 29
 DF2215'AND CHASE STREET, GO NORTH ALONG CHASE STREET FOR 0.25 MILE TO
 DF2215'THE JUNCTION OF NEWTON BRIDGE ROAD TO THE LEFT, BARBER STREET TO
 DF2215'THE RIGHT, AND DAIRY PAK ROAD AND THE MARK.  IT IS LOCATED 54
 DF2215'FEET NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2215'THE STREETS, 6.0 FEET EAST OF A POWER POLE, AND 2.3 FEET
 DF2215'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2215'STAMPED 029-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2215'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2219 ***********************************************************************
 DF2219  DESIGNATION -  BV 029 203
 DF2219  PID         -  DF2219
 DF2219  STATE/COUNTY-  GA/CLARKE
 DF2219  USGS QUAD   -  ATHENS WEST (1998)
 DF2219
 DF2219                         *CURRENT SURVEY CONTROL
 DF2219  ___________________________________________________________________
 DF2219* NAD 83(1994)-  33 59 35.02307(N)    083 25 56.73212(W)     ADJUSTED  
 DF2219* NAVD 88     -       243.5    (meters)     799.     (feet)  VERTCON   
 DF2219  ___________________________________________________________________
 DF2219  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DF2219  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DF2219
 DF2219  HORZ ORDER  -  SECOND
 DF2219
 DF2219.The horizontal coordinates were established by classical geodetic methods
 DF2219.and adjusted by the National Geodetic Survey in September 1997..
 DF2219
 DF2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2219
 DF2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2219
 DF2219.The geoid height was determined by GEOID03.
 DF2219
 DF2219;                    North         East     Units Scale Factor Converg.
 DF2219;SPC GA W     -   442,977.191   767,832.137   MT  0.99995670   +0 24 37.9
 DF2219;SPC GA W     - 1,453,334.33  2,519,129.27   sFT  0.99995670   +0 24 37.9
 DF2219;UTM  17      - 3,764,054.039   275,327.009   MT  1.00022230   -1 21 37.9
 DF2219
 DF2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2219!SPC GA W     -   0.99996635  x   0.99995670  =   0.99992305
 DF2219!UTM  17      -   0.99996635  x   1.00022230  =   1.00018864
 DF2219
 DF2219:                Primary Azimuth Mark                     Grid Az
 DF2219:SPC GA W     -  BV 029 203 AZ MK                         234 07 22.5
 DF2219:UTM  17      -  BV 029 203 AZ MK                         235 53 38.3
 DF2219
 DF2219|---------------------------------------------------------------------|
 DF2219| PID    Reference Object                     Distance      Geod. Az  |
 DF2219|                                                           dddmmss.s |
 DF2219| DF3264 BV 029 203 AZ MK                                   2343200.4 |
 DF2219|---------------------------------------------------------------------|
 DF2219
 DF2219                          SUPERSEDED SURVEY CONTROL
 DF2219
 DF2219  NAD 83(1986)-  33 59 35.03003(N)    083 25 56.73131(W) AD(       ) 2
 DF2219  NAD 27      -  33 59 34.62105(N)    083 25 57.15900(W) AD(       ) 2
 DF2219  NGVD 29 (07/19/86)  243.6    (m)          799.     (f) VERT ANG       
 DF2219
 DF2219.Superseded values are not recommended for survey control.
 DF2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2219.See file dsdata.txt to determine how the superseded data were derived.
 DF2219
 DF2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7532764054(NAD 83)
 DF2219_MARKER: DD = SURVEY DISK
 DF2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2219
 DF2219  HISTORY     - Date     Condition        Report By
 DF2219  HISTORY     - 1975     MONUMENTED       GADT
 DF2219
 DF2219                          STATION DESCRIPTION
 DF2219
 DF2219'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2219'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHWEST OF ATHENS,
 DF2219'4-1/4 MILES SOUTH OF CENTER, AND 6-1/2 MILES EAST OF STATHAM ON
 DF2219'THE PROPERTY OF TRANSCONTINENTAL GAS COMPANY.
 DF2219'
 DF2219'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 DF2219'ROUTE 15) AND U.S. HIGHWAY 29 (STATE ROUTE 8), IN EAST ATHENS,
 DF2219'TRAVEL NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 1.7 MILES TO THE
 DF2219'JUNCTION OF WHITEHEAD ROAD (COUNTY ROAD 91001) CROSSING.  TURN
 DF2219'RIGHT, CROSSING THE GAINESVILLE-MIDLAND RAILWAY TO OLD JEFFERSON
 DF2219'ROAD.  TURN LEFT, GOING NORTHWESTERLY ALONG OLD JEFFERSON ROAD
 DF2219'FOR 0.3 MILE TO THE SOUTHEAST CORNER OF A FENCE WITH A GATE
 DF2219'FACING THE ROAD AND THE TRANSCONTINENTAL GAS COMPANY PIPELINE
 DF2219'CROSSING.  TURN RIGHT, GOING NORTHEAST AROUND THE SOUTHEAST
 DF2219'END OF THE FENCE AND ALONG THE PIPELINE RIGHT OF WAY FOR 0.1
 DF2219'MILE TO A FIELD AND THE STATION ONTHE RIGHT.
 DF2219'
 DF2219'THE STATION IS A STANDARD BRASS DISK STAMPED 029-203, SET IN
 DF2219'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2219'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2219'DISK STAMPED 029-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2219'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2219'LOCATED 3.0 FEET WEST OF A WITNESS POST, 188.3 FEET NORTHEAST OF
 DF2219'THE NORTHEAST PULL POST OF A FENCELINE BRACE, 125.8 FEET
 DF2219'SOUTHEAST OF THE SOUTHWEST PULL POST OF ANOTHER FENCELINE BRACE.
 DF2219'
 DF2219'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 129
 DF2219'AND WHITEHEAD ROAD, TRAVEL NORTHWESTERLY ALONG U.S. HIGHWAY 129
 DF2219'FOR 0.4 MILES TO THE JUNCTION OF LAVENDER ROAD TO THE LEFT.  TURN
 DF2219'LEFT, GOING SOUTHWESTERLY ALONG LAVENDER ROAD FOR 0.15 MILE
 DF2219'TO THE JUNCTION OF MERLIN COURT TO THE LEFT.  TURN LEFT, GOING
 DF2219'SOUTHEASTERLY ALONG MERLIN COURT FOR 0.05 MILE TO THE
 DF2219'TRANSCONTINENTAL GAS COMPANY PIPELINE CROSSING AND THE MARK ON
 DF2219'THE LEFT.  IT IS LOCATED 2.0 FEET SOUTHWEST OF A WITNESS POST
 DF2219'SET AT A FENCELINE, 26.5 FEET NORTHEAST OF THE CENTERLINE OF
 DF2219'MERLIN COURT ROAD, 75.0 FEET EAST OF A POWER POLE ON THE WEST
 DF2219'SIDE OF THE ROAD, AND 9.6 FEET NORTHWEST OF A 4 INCH BY 4 INCH
 DF2219'CONCRETE UNDERGROUND GAS LINE MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2224 ***********************************************************************
 DF2224  DESIGNATION -  BV 029 204
 DF2224  PID         -  DF2224
 DF2224  STATE/COUNTY-  GA/CLARKE
 DF2224  USGS QUAD   -  ATHENS WEST (1998)
 DF2224
 DF2224                         *CURRENT SURVEY CONTROL
 DF2224  ___________________________________________________________________
 DF2224* NAD 83(1994)-  33 59 33.57026(N)    083 28 51.42663(W)     ADJUSTED  
 DF2224* NAVD 88     -       260.6    (meters)     855.     (feet)  VERTCON   
 DF2224  ___________________________________________________________________
 DF2224  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DF2224  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DF2224
 DF2224  HORZ ORDER  -  SECOND
 DF2224
 DF2224.The horizontal coordinates were established by classical geodetic methods
 DF2224.and adjusted by the National Geodetic Survey in September 1997..
 DF2224
 DF2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2224
 DF2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2224
 DF2224.The geoid height was determined by GEOID03.
 DF2224
 DF2224;                    North         East     Units Scale Factor Converg.
 DF2224;SPC GA W     -   442,901.370   763,349.303   MT  0.99994946   +0 23 00.2
 DF2224;SPC GA W     - 1,453,085.58  2,504,421.84   sFT  0.99994946   +0 23 00.2
 DF2224;UTM  17      - 3,764,116.818   270,842.709   MT  1.00024739   -1 23 15.6
 DF2224
 DF2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2224!SPC GA W     -   0.99996369  x   0.99994946  =   0.99991315
 DF2224!UTM  17      -   0.99996369  x   1.00024739  =   1.00021107
 DF2224
 DF2224:                Primary Azimuth Mark                     Grid Az
 DF2224:SPC GA W     -  BV 029 205                               055 12 17.3
 DF2224:UTM  17      -  BV 029 205                               056 58 33.1
 DF2224
 DF2224|---------------------------------------------------------------------|
 DF2224| PID    Reference Object                     Distance      Geod. Az  |
 DF2224|                                                           dddmmss.s |
 DF2224| DF2223 BV 029 205                          APPROX. 0.7 KM 0553517.5 |
 DF2224| DF3265 BV 029 204 AZ MK                                   2703650.7 |
 DF2224|---------------------------------------------------------------------|
 DF2224
 DF2224                          SUPERSEDED SURVEY CONTROL
 DF2224
 DF2224  NAD 83(1986)-  33 59 33.57711(N)    083 28 51.42596(W) AD(       ) 2
 DF2224  NAD 27      -  33 59 33.16891(N)    083 28 51.84794(W) AD(       ) 2
 DF2224  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG       
 DF2224
 DF2224.Superseded values are not recommended for survey control.
 DF2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2224.See file dsdata.txt to determine how the superseded data were derived.
 DF2224
 DF2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7084364117(NAD 83)
 DF2224_MARKER: DD = SURVEY DISK
 DF2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2224
 DF2224  HISTORY     - Date     Condition        Report By
 DF2224  HISTORY     - 1975     MONUMENTED       GADT
 DF2224
 DF2224                          STATION DESCRIPTION
 DF2224
 DF2224'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2224'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTHEAST OF
 DF2224'BOGART, 6-1/2 MILES WEST-NORTHWEST OF ATHENS, AND 10 MILES
 DF2224'NORTH-NORTHWEST OF WATKINSVILLE ON THE PROPERTY OF
 DF2224'E.F. WHITEHEAD.
 DF2224'
 DF2224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 DF2224'(STATE ROUTE 15) AND U.S. HIGHWAY 29 (STATE ROUTE 8) IN ATHENS, GO
 DF2224'NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 2.1 MILES TO THE
 DF2224'JUNCTION OF LAVENDER ROAD (COUNTY ROAD 62) TO THE LEFT.  CONTINUE
 DF2224'NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 1.55 MILES TO THE
 DF2224'JUNCTION OF JOHN COLLIER ROAD TO THE LEFT.  TURN LEFT, GOING
 DF2224'SOUTHWESTERLY ALONG JOHN COLLIER ROAD FOR 1.7 MILES TO ITS
 DF2224'TERMINATION AT THE JUNCTION OF TALLAHASEE COUNTY ROAD (COUNTY
 DF2224'ROAD 91348) CROSSING AND THE STATION ON THE RIGHT.
 DF2224'
 DF2224'THE STATION IS LOCATED 33 FEET NORTH OF THE CENTERLINE OF
 DF2224'TALLAHASEE COUNTY ROAD, 60.8 FEET NORTH-NORTHEAST OF A TELEPHONE
 DF2224'POLE ON THE SOUTH SIDE OF THE ROAD, 110.0 FEET NORTHWEST OF ANOTHER
 DF2224'TELEPHONE POLE ON THE SOUTH SIDE OF THE ROAD, 56.6 FEET NORTHWEST
 DF2224'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROADS, AND
 DF2224'5.7 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2224'STAMPED 029-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2224'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2224'UNDERGROUND STATION IS A STANDARD DISK STAMPED 029-204, SET IN THE
 DF2224'TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 DF2224'BELOW THE SURFACE OF THE GROUND.
 DF2224'
 DF2224'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 DF2224'ALONG TALLAHASEE COUNTY ROAD FOR 0.1 MILE TO THE JUNCTION OF A
 DF2224'DRIVEWAY TO THE PITTMAN RESIDENCE TO THE RIGHT AND THE MARK ON
 DF2224'THE LEFT.  IT IS LOCATED 31.5 FEET SOUTH OF THE CENTERLINE OF
 DF2224'TALLAHASEE COUNTY ROAD, 39 FEET SOUTH-SOUTHEAST OF THE POINT OF
 DF2224'INTERSECTION OF THE CENTERLINES OF THE PITTMAN DRIVEWAY, 120.5
 DF2224'FEET EAST-SOUTHEAST OF A POWER POLE, 104.5 FEET WEST-SOUTHWEST
 DF2224'OF THE POINT OF INTERSECTION WITH A DRIVEWAY TO THE SOUTH TO
 DF2224'THE ROY HUDSON RESIDENCE, AND 3.8 FEET NORTH OF A WITNESS POST.
 DF2224'IT IS A STANDARD DISK STAMPED 029-204 AZMK, SET IN THE TOP OF
 DF2224'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2224'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2223 ***********************************************************************
 DF2223  DESIGNATION -  BV 029 205
 DF2223  PID         -  DF2223
 DF2223  STATE/COUNTY-  GA/CLARKE
 DF2223  USGS QUAD   -  ATHENS WEST (1998)
 DF2223
 DF2223                         *CURRENT SURVEY CONTROL
 DF2223  ___________________________________________________________________
 DF2223* NAD 83(1994)-  33 59 46.50074(N)    083 28 28.76286(W)     ADJUSTED  
 DF2223* NAVD 88     -       259.5    (meters)     851.     (feet)  VERTCON   
 DF2223  ___________________________________________________________________
 DF2223  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DF2223  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DF2223
 DF2223  HORZ ORDER  -  SECOND
 DF2223
 DF2223.The horizontal coordinates were established by classical geodetic methods
 DF2223.and adjusted by the National Geodetic Survey in September 1997..
 DF2223
 DF2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2223
 DF2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2223
 DF2223.The geoid height was determined by GEOID03.
 DF2223
 DF2223;                    North         East     Units Scale Factor Converg.
 DF2223;SPC GA W     -   443,303.661   763,928.228   MT  0.99995036   +0 23 13.0
 DF2223;SPC GA W     - 1,454,405.43  2,506,321.19   sFT  0.99995036   +0 23 13.0
 DF2223;UTM  17      - 3,764,501.138   271,433.966   MT  1.00024405   -1 23 03.4
 DF2223
 DF2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2223!SPC GA W     -   0.99996386  x   0.99995036  =   0.99991422
 DF2223!UTM  17      -   0.99996386  x   1.00024405  =   1.00020790
 DF2223
 DF2223:                Primary Azimuth Mark                     Grid Az
 DF2223:SPC GA W     -  BV 029 205 AZ MK                         228 07 11.2
 DF2223:UTM  17      -  BV 029 205 AZ MK                         229 53 27.6
 DF2223
 DF2223|---------------------------------------------------------------------|
 DF2223| PID    Reference Object                     Distance      Geod. Az  |
 DF2223|                                                           dddmmss.s |
 DF2223| DF3266 BV 029 205 AZ MK                                   2283024.2 |
 DF2223|---------------------------------------------------------------------|
 DF2223
 DF2223                          SUPERSEDED SURVEY CONTROL
 DF2223
 DF2223  NAD 83(1986)-  33 59 46.50757(N)    083 28 28.76223(W) AD(       ) 2
 DF2223  NAD 27      -  33 59 46.09936(N)    083 28 29.18501(W) AD(       ) 2
 DF2223  NGVD 29 (07/19/86)  259.5    (m)          851.     (f) VERT ANG       
 DF2223
 DF2223.Superseded values are not recommended for survey control.
 DF2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2223.See file dsdata.txt to determine how the superseded data were derived.
 DF2223
 DF2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7143464501(NAD 83)
 DF2223_MARKER: DD = SURVEY DISK
 DF2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2223
 DF2223  HISTORY     - Date     Condition        Report By
 DF2223  HISTORY     - 1975     MONUMENTED       GADT
 DF2223
 DF2223                          STATION DESCRIPTION
 DF2223
 DF2223'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2223'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHEAST OF BOGART,
 DF2223'6-1/4 MILES WEST-NORTHWEST OF ATHENS, AND 10-1/4 MILES
 DF2223'NORTH-NORTHWEST OF WATKINSVILLE ON THE PROPERTY OF
 DF2223'MR. J.K. COLLIER.
 DF2223'
 DF2223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 DF2223'(STATE ROUTE 15) AND U.S. HIGHWAY 29 (STATE ROUTE 8) IN ATHENS,
 DF2223'GO NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 2.1 MILES TO THE
 DF2223'JUNCTION OF LAVENDER ROAD (COUNTY ROAD 62) TO THE LEFT.  CONTINUE
 DF2223'NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 1.55 MILES TO THE
 DF2223'JUNCTION OF JOHN COLLIER ROAD (COUNTY ROAD 168) TO THE LEFT.
 DF2223'TURN LEFT, GOING SOUTHWESTERLY ALONG JOHN COLLIER ROAD FOR 1.2
 DF2223'MILES TO THE JUNCTION OF HALE ROAD (COUNTY ROAD 52) TO THE
 DF2223'RIGHT AND THE STATION ON THE LEFT.
 DF2223'
 DF2223'THE STATION IS LOCATED 26 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2223'JOHN COLLIER ROAD, 35 FEET SOUTH-SOUTHEAST OF THE POINT OF
 DF2223'INTERSECTION OF THE CENTERLINES OF THE ROADS, 177.0 FEET
 DF2223'NORTH-NORTHEAST OF A POWER POLE, 199.0 FEET SOUTHWEST OF
 DF2223'ANOTHER POWER POLE, AND 3.0 FEET NORTHWEST OF A WITNESS POST.  IT
 DF2223'IS A STANDARD BRASS DISK STAMPED 029-205, SET IN THE TOP OF A
 DF2223'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2223'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2223'029-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2223'0.67 METER BELOW THE SURFACE OF THE GROUND.
 DF2223'
 DF2223'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DF2223'ALONG COLLIER ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS
 DF2223'A STANDARD DISK STAMPED 029-205 AZMK, SET IN THE TOP OF A 10 INCH
 DF2223'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2223'GROUND.  IT IS LOCATED 25.6 FEET SOUTH-SOUTHEAST OF THE
 DF2223'CENTERLINE OF COLLIER ROAD, 119.4 FEET EAST-NORTHEAST OF A POWER
 DF2223'POLE, 139.6 FEET SOUTH-SOUTHWEST OF A POWER POLE ON THE
 DF2223'NORTHWEST SIDE OF THE ROAD, AND 2.0 FEET NORTH-NORTHWEST OF
 DF2223'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2221 ***********************************************************************
 DF2221  DESIGNATION -  BV 029 206
 DF2221  PID         -  DF2221
 DF2221  STATE/COUNTY-  GA/CLARKE
 DF2221  USGS QUAD   -  ATHENS WEST (1998)
 DF2221
 DF2221                         *CURRENT SURVEY CONTROL
 DF2221  ___________________________________________________________________
 DF2221* NAD 83(1994)-  33 57 04.67405(N)    083 26 42.57051(W)     ADJUSTED  
 DF2221* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 DF2221  ___________________________________________________________________
 DF2221  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DF2221  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DF2221
 DF2221  HORZ ORDER  -  SECOND
 DF2221
 DF2221.The horizontal coordinates were established by classical geodetic methods
 DF2221.and adjusted by the National Geodetic Survey in September 1997..
 DF2221
 DF2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2221
 DF2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2221
 DF2221.The geoid height was determined by GEOID03.
 DF2221
 DF2221;                    North         East     Units Scale Factor Converg.
 DF2221;SPC GA W     -   438,336.660   766,688.395   MT  0.99995481   +0 24 10.7
 DF2221;SPC GA W     - 1,438,109.53  2,515,376.84   sFT  0.99995481   +0 24 10.7
 DF2221;UTM  17      - 3,759,449.809   274,040.124   MT  1.00022945   -1 21 58.2
 DF2221
 DF2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2221!SPC GA W     -   0.99997020  x   0.99995481  =   0.99992501
 DF2221!UTM  17      -   0.99997020  x   1.00022945  =   1.00019964
 DF2221
 DF2221|---------------------------------------------------------------------|
 DF2221| PID    Reference Object                     Distance      Geod. Az  |
 DF2221|                                                           dddmmss.s |
 DF2221| DF2220 BV 029 206 GADT 1975 PTA             24.654 METERS 07220     |
 DF2221| DF3267 BV 029 206 AZ MK                                   2194109.7 |
 DF2221|---------------------------------------------------------------------|
 DF2221
 DF2221                          SUPERSEDED SURVEY CONTROL
 DF2221
 DF2221  NAD 83(1986)-  33 57 04.68095(N)    083 26 42.56959(W) AD(       ) 2
 DF2221  NAD 27      -  33 57 04.26641(N)    083 26 42.99563(W) AD(       ) 2
 DF2221  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 DF2221
 DF2221.Superseded values are not recommended for survey control.
 DF2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2221.See file dsdata.txt to determine how the superseded data were derived.
 DF2221
 DF2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7404059450(NAD 83)
 DF2221_MARKER: DD = SURVEY DISK
 DF2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2221+STABILITY: SURFACE MOTION
 DF2221
 DF2221  HISTORY     - Date     Condition        Report By
 DF2221  HISTORY     - 1975     MONUMENTED       GADT
 DF2221  HISTORY     - 19931019 GOOD             NGS
 DF2221
 DF2221                          STATION DESCRIPTION
 DF2221
 DF2221'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2221'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES WEST OF ATHENS,
 DF2221'5 MILES EAST OF BOGART, AND 6-1/2 MILES NORTH-NORTHWEST OF
 DF2221'WATKINSVILLE ON THE PROPERTY OF W.F. FULLER.
 DF2221'
 DF2221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 DF2221'ROUTE 8) AND STATE ROUTE 209 IN BOGART, GO EAST ALONG U.S. HIGHWAY
 DF2221'29 FOR 1.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2221'ROUTE 10) MERGING FROM THE RIGHT.  CONTINUE EAST ALONG
 DF2221'U.S. HIGHWAYS 29 AND 78 FOR 2.3 MILES TO A U.S. HIGHWAY 78 (STATE
 DF2221'ROUTE 10) BRIDGE OVER A U.S. HIGHWAY 29 (STATE ROUTE 8) LIMITED
 DF2221'ACCESS HIGHWAY NOW UNDER CONSTRUCTION.  CONTINUE EAST ALONG
 DF2221'U.S. HIGHWAY 78 FOR 0.5 MILE TO THE JUNCTION OF MITCHEL BRIDGE
 DF2221'ROAD (COUNTY ROAD 32) TO THE LEFT.  TURN LEFT, GOING
 DF2221'NORTHEASTERLY ALONG MITCHEL BRIDGE ROAD FOR 0.65 MILE TO THE
 DF2221'NORTH END OF A BRIDGE OVER U.S. HIGHWAY 29 AND THE AZIMUTH
 DF2221'MARK ON THE RIGHT.  CONTINUE NORTHEASTERLY ALONG
 DF2221'MITCHEL BRIDGE ROAD FOR 0.45 MILE TO A DRIVEWAY TO THE W.F.
 DF2221'FULLER RESIDENCE TO THE RIGHT AND THE STATION ON THE RIGHT.
 DF2221'
 DF2221'THE STATION IS LOCATED 26 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DF2221'OF MITCHEL BRIDGE ROAD, 76.7 FEET SOUTHEAST OF A POWER POLE ON
 DF2221'THE EAST SIDE OF THE ROAD, 89.0 FEET EAST-NORTHEAST OF A TELEPHONE
 DF2221'POLE ON THE EAST SIDE OF THE ROAD, AND 47.5 FEET SOUTHWEST OF A
 DF2221'POWER POLE ON THE NORTH SIDE OF THE DRIVEWAY.  IT IS A STANDARD
 DF2221'BRASS DISK STAMPED 029-206, SET IN THE TOP OF A 10 INCH
 DF2221'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2221'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2221'029-206, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2221'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 DF2221'
 DF2221'THE AZIMUTH MARK IS LOCATED 19 FEET EAST-SOUTHEAST OF THE
 DF2221'CENTERLINE OF MITCHEL BRIDGE ROAD, 5.1 FEET EAST-NORTHEAST OF THE
 DF2221'SOUTHERNMOST CORNER OF THE NORTHEAST CONCRETE ENDPOST OF THE
 DF2221'BRIDGE, 51.8 FEET EAST OF THE EASTERNMOST CORNER OF THE
 DF2221'NORTHWEST END POST OF THE BRIDGE, 103.0 FEET EAST OF A POWER
 DF2221'POLE ON THE WEST SIDE OF THE ROAD, AND 3.1 FEET WEST-NORTHWEST
 DF2221'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 029-206 AZMK,
 DF2221'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2221'WITH THE SURFACE OF THE GROUND.
 DF2221
 DF2221                          STATION RECOVERY (1993)
 DF2221
 DF2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 DF2221'MARK IS ON OR CLOSE TO THE RIGHT OF WAY OF MITCHELL BRIDGE ROAD ON THE
 DF2221'EAST SIDE OF ATHENS.  TO REACH FROM THE OVERPASS OF BUSINESS US 78
 DF2221'OVER US 29, PROCEED 0.4 MILE (0.6 KM) EAST ALONG US 78 TO MITCHELL
 DF2221'BRIDGE ROAD .  MAKE AN EASY LEFT ONTO MITCHELL BRIDGE ROAD (PUBLIX
 DF2221'SHOPPING CENTER ON LEFT AND FIRE STATION ON RIGHT IMMEDIATELY AFTER
 DF2221'TURN) AND GO 0.65 MILE (1.05 KM) NORTHERLY TO THE AZIMUTH MARK ON
 DF2221'RIGHT AT NORTH END OF OVERPASS.  CONTINUE 0.4 MILE (0.6 KM) BEYOND
 DF2221'OVERPASS TO MARK ON THE RIGHT.  MITCHELL BRIDGE ROAD IS TAKEN TO RUN
 DF2221'NE HERE.  MARK IS 97 FT (29.6 M) NE OF APPROXIMATE CENTERLINE OF
 DF2221'WOODHAVEN PARKWAY ACROSS THE ROAD, 58 FT (17.7 M) NORTH OF A WATER
 DF2221'METER BOX THAT IS ITSELF 35 FT (10.7 M) SE OF ROAD CENTERLINE AND ON
 DF2221'TOP OF BANK BY DOGWOOD TREES, 32 FT (9.8 M) SW OF CENTERLINE OF
 DF2221'ASPHALT DRIVE TO BRICK RANCH HOUSE ON A LOW HILL, 26 FT (7.9 M) SE OF
 DF2221'TWO-LANE ROAD WITH NO SHOULDERS, 19 FT (5.8 M) SOUTH OF MAILBOX 805
 DF2221'FOR BRICK HOUSE, SET UNDER A GREEN WATER METER BOX.  AZIMUTH RECOVERED
 DF2221'AS DESCRIBED BUT NO LONGER VISIBLE FROM STATION BECAUSE OF CURVE AND
 DF2221'TREES.  A POINT SET BETWEEN WILL SEE BOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2018 ***********************************************************************
 DF2018  DESIGNATION -  BV 029 207
 DF2018  PID         -  DF2018
 DF2018  STATE/COUNTY-  GA/CLARKE
 DF2018  USGS QUAD   -  CRAWFORD (1981)
 DF2018
 DF2018                         *CURRENT SURVEY CONTROL
 DF2018  ___________________________________________________________________
 DF2018* NAD 83(1994)-  33 54 01.25650(N)    083 14 50.33989(W)     ADJUSTED  
 DF2018* NAVD 88     -       224.8    (meters)     738.     (feet)  VERTCON   
 DF2018  ___________________________________________________________________
 DF2018  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DF2018  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DF2018
 DF2018  HORZ ORDER  -  SECOND
 DF2018
 DF2018.The horizontal coordinates were established by classical geodetic methods
 DF2018.and adjusted by the National Geodetic Survey in September 1997..
 DF2018
 DF2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2018
 DF2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2018
 DF2018.The geoid height was determined by GEOID03.
 DF2018
 DF2018;                    North         East     Units Scale Factor Converg.
 DF2018;SPC GA W     -   432,831.849   785,025.893   MT  0.99998909   +0 30 46.1
 DF2018;SPC GA W     - 1,420,049.16  2,575,539.12   sFT  0.99998909   +0 30 46.1
 DF2018;SPC GA E     -   432,977.089   100,055.692   MT  1.00002310   -0 36 10.0
 DF2018;SPC GA E     - 1,420,525.67    328,266.05   sFT  1.00002310   -0 36 10.0
 DF2018;UTM  17      - 3,753,380.620   292,202.858   MT  1.00013233   -1 15 14.0
 DF2018
 DF2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2018!SPC GA W     -   0.99996924  x   0.99998909  =   0.99995833
 DF2018!SPC GA E     -   0.99996924  x   1.00002310  =   0.99999234
 DF2018!UTM  17      -   0.99996924  x   1.00013233  =   1.00010156
 DF2018
 DF2018:                Primary Azimuth Mark                     Grid Az
 DF2018:SPC GA W     -  BV 029 207 AZ MK                         184 06 03.3
 DF2018:SPC GA E     -  BV 029 207 AZ MK                         185 12 59.4
 DF2018:UTM  17      -  BV 029 207 AZ MK                         185 52 03.4
 DF2018
 DF2018|---------------------------------------------------------------------|
 DF2018| PID    Reference Object                     Distance      Geod. Az  |
 DF2018|                                                           dddmmss.s |
 DF2018| DF3268 BV 029 207 AZ MK                                   1843649.4 |
 DF2018|---------------------------------------------------------------------|
 DF2018
 DF2018                          SUPERSEDED SURVEY CONTROL
 DF2018
 DF2018  NAD 83(1986)-  33 54 01.26348(N)    083 14 50.33884(W) AD(       ) 2
 DF2018  NAD 27      -  33 54 00.84492(N)    083 14 50.78188(W) AD(       ) 2
 DF2018  NGVD 29 (07/19/86)  224.9    (m)          738.     (f) VERT ANG       
 DF2018
 DF2018.Superseded values are not recommended for survey control.
 DF2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2018.See file dsdata.txt to determine how the superseded data were derived.
 DF2018
 DF2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9220353381(NAD 83)
 DF2018_MARKER: DD = SURVEY DISK
 DF2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2018_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2018
 DF2018  HISTORY     - Date     Condition        Report By
 DF2018  HISTORY     - 1957     MONUMENTED       GADT
 DF2018
 DF2018                          STATION DESCRIPTION
 DF2018
 DF2018'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1957 (WRN)
 DF2018'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF ARNOLDSVILLE,
 DF2018'5 MILES SOUTH-SOUTHEAST OF WINTERVILLE, AND 5-1/2 MILES WEST OF
 DF2018'CRAWFORD ON COUNTY RIGHT OF WAY.
 DF2018'
 DF2018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2018'(STATE ROUTE 10) AND THE GEORGIA RAILWAY IN CRAWFORD, GO WEST
 DF2018'ALONG U.S. HIGHWAY 78 FOR 3.05 MILES TO THE JUNCTION OF COUNTY
 DF2018'ROAD 90915 FORKING TO THE RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY
 DF2018'78 FOR 1.95 MILES TO A BRIDGE OVER MOSS CREEK.  CONTINUE
 DF2018'NORTHWESTERLY ALONG U.S. HIGHWAY 78 FOR 0.75 MILE TO THE
 DF2018'JUNCTION OF DOUBLE BRIDGE ROAD (COUNTY ROAD 160) CROSSING.
 DF2018'TURN LEFT, GOING SOUTH ALONG DOUBLE BRIDGE ROAD FOR 0.15 MILE
 DF2018'TO THE STATION ON THE RIGHT.
 DF2018'
 DF2018'THE STATION IS LOCATED 26.0 FEET WEST OF THE CENTERLINE OF
 DF2018'DOUBLE BRIDGE ROAD, 126.0 FEET SOUTH OF THE NORTHEAST CORNER OF
 DF2018'A FENCE, 3.0 FEET EAST OF A WITNESS POST SET AT THE FENCELINE,
 DF2018'AND 75.4 FEET WEST-SOUTHWEST OF AN 8 INCH CEDAR TREE.  IT IS A
 DF2018'STANDARD BRASS DISK STAMPED 029-207, SET IN THE TOP OF A 10
 DF2018'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2018'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2018'029-207, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2018'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 DF2018'
 DF2018'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 DF2018'DOUBLE BRIDGE ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT.  IT
 DF2018'IS LOCATED 21 FEET EAST OF THE CENTERLINE OF DOUBLE BRIDGE
 DF2018'ROAD, 84 FEET WEST-NORTHWEST OF A 40 INCH OAK TREE, 59.0 FEET
 DF2018'NORTH OF THE NORTH GATE POST OF A METAL GATE IN A FENCELINE,
 DF2018'47.0 FEET NORTH-NORTHWEST OF A 40 INCH OAK AT THE FENCELINE,
 DF2018'AND 5.0 FEET WEST OF A WITNESS POST SET AT THE FENCELINE.  IT
 DF2018'IS A STANDARD DISK STAMPED 029-207 AZMK, SET IN THE TOP OF A
 DF2018'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2018'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2156 ***********************************************************************
 DF2156  DESIGNATION -  BV 029 208
 DF2156  PID         -  DF2156
 DF2156  STATE/COUNTY-  GA/CLARKE
 DF2156  USGS QUAD   -  ATHENS EAST (1998)
 DF2156
 DF2156                         *CURRENT SURVEY CONTROL
 DF2156  ___________________________________________________________________
 DF2156* NAD 83(1994)-  33 54 50.93365(N)    083 16 57.16652(W)     ADJUSTED  
 DF2156* NAVD 88     -       224.     (meters)     735.     (feet)  VERTCON   
 DF2156  ___________________________________________________________________
 DF2156  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DF2156  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF2156
 DF2156  HORZ ORDER  -  SECOND
 DF2156
 DF2156.The horizontal coordinates were established by classical geodetic methods
 DF2156.and adjusted by the National Geodetic Survey in September 1997..
 DF2156
 DF2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2156
 DF2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2156
 DF2156.The geoid height was determined by GEOID03.
 DF2156
 DF2156;                    North         East     Units Scale Factor Converg.
 DF2156;SPC GA W     -   434,333.780   781,754.413   MT  0.99998237   +0 29 36.0
 DF2156;SPC GA W     - 1,424,976.74  2,564,805.94   sFT  0.99998237   +0 29 36.0
 DF2156;UTM  17      - 3,754,982.962   288,978.747   MT  1.00014897   -1 16 26.5
 DF2156
 DF2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2156!SPC GA W     -   0.99996938  x   0.99998237  =   0.99995176
 DF2156!UTM  17      -   0.99996938  x   1.00014897  =   1.00011835
 DF2156
 DF2156|---------------------------------------------------------------------|
 DF2156| PID    Reference Object                     Distance      Geod. Az  |
 DF2156|                                                           dddmmss.s |
 DF2156| DF2155 BV 029 208 GADT 1975 PTA             19.766 METERS 08824     |
 DF2156| DF3269 BV 029 208 AZ MK                                   1915858.2 |
 DF2156|---------------------------------------------------------------------|
 DF2156
 DF2156                          SUPERSEDED SURVEY CONTROL
 DF2156
 DF2156  NAD 83(1986)-  33 54 50.94066(N)    083 16 57.16542(W) AD(       ) 2
 DF2156  NAD 27      -  33 54 50.52283(N)    083 16 57.60532(W) AD(       ) 2
 DF2156  NGVD 29 (07/19/86)  224.     (m)          735.     (f) VERT ANG       
 DF2156
 DF2156.Superseded values are not recommended for survey control.
 DF2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2156.See file dsdata.txt to determine how the superseded data were derived.
 DF2156
 DF2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8897954983(NAD 83)
 DF2156_MARKER: DD = SURVEY DISK
 DF2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2156
 DF2156  HISTORY     - Date     Condition        Report By
 DF2156  HISTORY     - 1975     MONUMENTED       GADT
 DF2156
 DF2156                          STATION DESCRIPTION
 DF2156
 DF2156'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2156'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH OF
 DF2156'WINTERVILLE, 6-1/4 MILES EAST-SOUTHEAST OF ATHENS, AND 8 MILES
 DF2156'NORTHEAST OF WATKINSVILLE ON THE PROPERTY OF MR. J. BENSTEINE
 DF2156'(MOROCCO ZIPPY REALTY CO., 2362-1/2 W. BROAD STREET, ATHENS).
 DF2156'
 DF2156'TO REACH THE STATION FROM THE POST OFFICE LOCATED AT THE
 DF2156'JUNCTION OF CEMETERY ROAD AND CHURCH STREET IN WINTERVILLE, GO
 DF2156'SOUTHWESTERLY ALONG CEMETERY ROAD (COUNTY ROAD 135) FOR 0.1
 DF2156'MILE TO THE JUNCTION OF DEPOT STREET (COUNTY ROAD 90915)
 DF2156'CROSSING.  TURN LEFT, GOING SOUTHEASTERLY ALONG DEPOT STREET
 DF2156'FOR 0.15 MILE TO THE JUNCTION OF ROBERT HARDEMAN ROAD (COUNTY
 DF2156'ROAD 91088) TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG ROBERT
 DF2156'HARDEMAN ROAD FOR 1.25 MILES TO THE JUNCTION OF BEAVER DAM
 DF2156'ROAD (COUNTY ROAD 137) TO THE RIGHT.  CONTINUE SOUTH ALONG
 DF2156'ROBERT HARDEMAN ROAD FOR 1.6 MILES TO THE JUNCTION OF U.S.
 DF2156'HIGHWAY 78 (STATE ROUTE 10) CROSSING.  TURN LEFT, GOING
 DF2156'SOUTHEASTERLY ALONG U.S. HIGHWAY 78 FOR APPROXIMATELY 150
 DF2156'FEET TO THE JUNCTION OF MORTON ROAD (COUNTY ROAD
 DF2156'91088) TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG MORTON
 DF2156'ROAD FOR 0.75 MILE TO THE STATION ON THE LEFT.
 DF2156'
 DF2156'THE STATION IS LOCATED 73.0 FEET EAST-SOUTHEAST OF THE
 DF2156'CENTERLINE OF MORTON ROAD, 46.5 FEET EAST-SOUTHEAST OF A WITNESS
 DF2156'POST SET AT A FENCELINE, 31.7 FEET SOUTH-SOUTHEAST OF A CORNER
 DF2156'FENCE POST WHICH IS A COMMON GATE POST FOR TWO GATES, 4.0 FEET
 DF2156'SOUTH OF A POWER POLE, AND 28.0 FEET SOUTH-SOUTHEAST OF A
 DF2156'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 029-208, SET IN
 DF2156'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2156'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2156'DISK STAMPED 029-208, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2156'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 DF2156'GROUND.
 DF2156'
 DF2156'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 DF2156'MORTON ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 DF2156'IS LOCATED 35.5 FEET WEST OF THE CENTERLINE OF MORTON ROAD, 2.5
 DF2156'FEET EAST OF A WITNESS POST, 4.0 FEET SOUTH OF A POWER POLE,
 DF2156'101.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DF2156'ROBERT CAREY RESIDENCE, AND 47 FEET SOUTHWEST OF THE POINT OF
 DF2156'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO
 DF2156'THE CAREY RESIDENCE.  IT IS A STANDARD DISK STAMPED 029-208
 DF2156'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2156'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2163 ***********************************************************************
 DF2163  DESIGNATION -  BV 029 209
 DF2163  PID         -  DF2163
 DF2163  STATE/COUNTY-  GA/CLARKE
 DF2163  USGS QUAD   -  ATHENS EAST (1998)
 DF2163
 DF2163                         *CURRENT SURVEY CONTROL
 DF2163  ___________________________________________________________________
 DF2163* NAD 83(1994)-  33 59 22.84637(N)    083 20 27.47004(W)     ADJUSTED  
 DF2163* NAVD 88     -       237.7    (meters)     780.     (feet)  VERTCON   
 DF2163  ___________________________________________________________________
 DF2163  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DF2163  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF2163
 DF2163  HORZ ORDER  -  SECOND
 DF2163
 DF2163.The horizontal coordinates were established by classical geodetic methods
 DF2163.and adjusted by the National Geodetic Survey in September 1997..
 DF2163
 DF2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2163
 DF2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2163
 DF2163.The geoid height was determined by GEOID03.
 DF2163
 DF2163;                    North         East     Units Scale Factor Converg.
 DF2163;SPC GA W     -   442,666.344   776,284.967   MT  0.99997171   +0 27 41.9
 DF2163;SPC GA W     - 1,452,314.50  2,546,861.60   sFT  0.99997171   +0 27 41.9
 DF2163;UTM  17      - 3,763,481.981   283,768.179   MT  1.00017641   -1 18 33.2
 DF2163
 DF2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2163!SPC GA W     -   0.99996725  x   0.99997171  =   0.99993896
 DF2163!UTM  17      -   0.99996725  x   1.00017641  =   1.00014366
 DF2163
 DF2163:                Primary Azimuth Mark                     Grid Az
 DF2163:SPC GA W     -  BV 029 209 AZ MK                         217 57 12.8
 DF2163:UTM  17      -  BV 029 209 AZ MK                         219 43 27.9
 DF2163
 DF2163|---------------------------------------------------------------------|
 DF2163| PID    Reference Object                     Distance      Geod. Az  |
 DF2163|                                                           dddmmss.s |
 DF2163| DF3270 BV 029 209 AZ MK                                   2182454.7 |
 DF2163| DF2210 ATHENS BAXTER ST E MUN TANK         APPROX. 5.9 KM 2223049.3 |
 DF2163| DF2211 ATHENS BAXTER ST W MUN TANK         APPROX. 6.0 KM 2223844.0 |
 DF2163|---------------------------------------------------------------------|
 DF2163
 DF2163                          SUPERSEDED SURVEY CONTROL
 DF2163
 DF2163  NAD 83(1986)-  33 59 22.85338(N)    083 20 27.46914(W) AD(       ) 2
 DF2163  NAD 27      -  33 59 22.44244(N)    083 20 27.90672(W) AD(       ) 2
 DF2163  NGVD 29 (07/19/86)  237.8    (m)          780.     (f) VERT ANG       
 DF2163
 DF2163.Superseded values are not recommended for survey control.
 DF2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2163.See file dsdata.txt to determine how the superseded data were derived.
 DF2163
 DF2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8376863482(NAD 83)
 DF2163_MARKER: DD = SURVEY DISK
 DF2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2163_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2163+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 DF2163
 DF2163  HISTORY     - Date     Condition        Report By
 DF2163  HISTORY     - 1975     MONUMENTED       GADT
 DF2163  HISTORY     - 20050817 GOOD             GADT
 DF2163
 DF2163                          STATION DESCRIPTION
 DF2163
 DF2163'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2163'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF ATHENS,
 DF2163'3-3/4 MILES NORTHWEST OF WINTERVILLE, AND 3-1/4 MILES
 DF2163'WEST-SOUTHWEST OF HULL ON STATE RIGHT OF WAY.
 DF2163'
 DF2163'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 DF2163'(STATE ROUTE 8) AND STATE ROUTE 72, LOCATED APPROXIMATELY 3-1/4
 DF2163'MILES NORTHEAST OF ATHENS, GO SOUTHWESTERLY ALONG U.S. HIGHWAY
 DF2163'29 FOR 0.25 MILE TO ATHENS TECH AND THE STATION ON THE LEFT.
 DF2163'
 DF2163'THE STATION IS LOCATED 62 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DF2163'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 29, 22 FEET WEST-NORTHWEST
 DF2163'OF THE CENTERLINE OF ATHENS TECH ROAD PARALLELING THE HIGHWAY,
 DF2163'8.0 FEET WEST-NORTHWEST OF A WITNESS POST, 62.5 FEET WEST OF A
 DF2163'POWER POLE, AND 100.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF2163'A PAVED ATHENS TECH ACCESS DRIVEWAY TO THE HIGHWAY.  IT IS A
 DF2163'STANDARD BRASS DISK STAMPED 029-209, SET IN THE TOP OF A 10
 DF2163'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2163'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2163'STAMPED 029-209, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2163'APPROXIMATELY 0.65 METER BELOW THE SURFACE OF THE GROUND.
 DF2163'
 DF2163'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DF2163'ALONG U.S. HIGHWAY 29 FOR 1.1 MILES TO THE MARK ON THE LEFT.  IT
 DF2163'IS LOCATED IN THE LOOP FORMED BY THE U.S. HIGHWAY 29 WESTBOUND
 DF2163'LANE OVER THE U.S. HIGHWAY 29 NORTHEAST BOUND LANE, 38 FEET
 DF2163'SOUTHEAST OF THE NORTHEAST BOUND LANE, 10.5 FEET SOUTH OF THE
 DF2163'SOUTHWESTERNMOST COLUMN OF THE U.S. HIGHWAY 29 WESTBOUND LANE
 DF2163'BRIDGE, AND 2.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 DF2163'STANDARD DISK STAMPED 029-209 AZMK, SET IN THE TOP OF A 10
 DF2163'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2163'GROUND.
 DF2163
 DF2163                          STATION RECOVERY (2005)
 DF2163
 DF2163'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2158 ***********************************************************************
 DF2158  DESIGNATION -  BV 029 210
 DF2158  PID         -  DF2158
 DF2158  STATE/COUNTY-  GA/CLARKE
 DF2158  USGS QUAD   -  ATHENS EAST (1998)
 DF2158
 DF2158                         *CURRENT SURVEY CONTROL
 DF2158  ___________________________________________________________________
 DF2158* NAD 83(1994)-  33 58 12.99200(N)    083 18 40.84510(W)     ADJUSTED  
 DF2158* NAVD 88     -       241.     (meters)     791.     (feet)  VERTCON   
 DF2158  ___________________________________________________________________
 DF2158  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DF2158  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2158
 DF2158  HORZ ORDER  -  SECOND
 DF2158
 DF2158.The horizontal coordinates were established by classical geodetic methods
 DF2158.and adjusted by the National Geodetic Survey in September 1997..
 DF2158
 DF2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2158
 DF2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2158
 DF2158.The geoid height was determined by GEOID03.
 DF2158
 DF2158;                    North         East     Units Scale Factor Converg.
 DF2158;SPC GA W     -   440,536.581   779,039.350   MT  0.99997699   +0 28 40.6
 DF2158;SPC GA W     - 1,445,327.10  2,555,898.27   sFT  0.99997699   +0 28 40.6
 DF2158;SPC GA E     -   440,797.389    94,220.151   MT  1.00003789   -0 38 22.8
 DF2158;SPC GA E     - 1,446,182.77    309,120.61   sFT  1.00003789   -0 38 22.8
 DF2158;UTM  17      - 3,761,267.710   286,455.974   MT  1.00016217   -1 17 31.1
 DF2158
 DF2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2158!SPC GA W     -   0.99996674  x   0.99997699  =   0.99994373
 DF2158!SPC GA E     -   0.99996674  x   1.00003789  =   1.00000463
 DF2158!UTM  17      -   0.99996674  x   1.00016217  =   1.00012890
 DF2158
 DF2158:                Primary Azimuth Mark                     Grid Az
 DF2158:SPC GA W     -  HULL                                     359 41 46.1
 DF2158:SPC GA E     -  HULL                                     000 48 49.5
 DF2158:UTM  17      -  HULL                                     001 27 57.8
 DF2158
 DF2158|---------------------------------------------------------------------|
 DF2158| PID    Reference Object                     Distance      Geod. Az  |
 DF2158|                                                           dddmmss.s |
 DF2158| ED1577 HULL                                APPROX. 4.6 KM 0001026.7 |
 DF2158| DF2157 BV 029 210 GADT 1975 PTA             17.843 METERS 03837     |
 DF2158| DF3271 BV 029 210 AZ MK                                   1171550.2 |
 DF2158|---------------------------------------------------------------------|
 DF2158
 DF2158                          SUPERSEDED SURVEY CONTROL
 DF2158
 DF2158  NAD 83(1986)-  33 58 12.99911(N)    083 18 40.84416(W) AD(       ) 2
 DF2158  NAD 27      -  33 58 12.58733(N)    083 18 41.28396(W) AD(       ) 2
 DF2158  NGVD 29 (07/19/86)  241.     (m)          791.     (f) VERT ANG       
 DF2158
 DF2158.Superseded values are not recommended for survey control.
 DF2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2158.See file dsdata.txt to determine how the superseded data were derived.
 DF2158
 DF2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8645661268(NAD 83)
 DF2158_MARKER: DD = SURVEY DISK
 DF2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2158
 DF2158  HISTORY     - Date     Condition        Report By
 DF2158  HISTORY     - 1975     MONUMENTED       GADT
 DF2158  HISTORY     - 1978     GOOD             NGS
 DF2158
 DF2158                          STATION DESCRIPTION
 DF2158
 DF2158'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2158'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF WINTERVILLE,
 DF2158'3-1/2 MILES SOUTH-SOUTHWEST OF HULL, AND 3-3/4 MILES
 DF2158'EAST-NORTHEAST OF ATHENS ON COUNTY RIGHT OF WAY.
 DF2158'
 DF2158'TO REACH THE STATION FROM THE POST OFFICE IN WINTERVILLE,
 DF2158'LOCATED AT THE INTERSECTION OF CEMETERY STREET (COUNTY ROAD 135)
 DF2158'AND CHURCH STREET, GO SOUTHWEST ALONG CEMETERY STREET FOR 0.1
 DF2158'MILE TO THE JUNCTION OF DEPOT STREET (COUNTY ROAD 90915)
 DF2158'CROSSING.  TURN RIGHT, GOING NORTHWESTERLY ALONG DEPOT STREET FOR
 DF2158'0.7 MILE TO THE JUNCTION OF CHEROKEE ROAD (COUNTY ROAD 91443)
 DF2158'TO THE LEFT AND ATHENS ROAD (COUNTY ROAD 90915) CROSSING.  TURN
 DF2158'LEFT, GOING SOUTHWESTERLY ALONG ATHENS ROAD FOR 1.25 MILES TO
 DF2158'THE JUNCTION OF MOSS DRIVE (COUNTY ROAD 146) TO THE RIGHT.  TURN
 DF2158'RIGHT, GOING NORTHWESTERLY ALONG MOSS DRIVE FOR 0.15 MILE
 DF2158'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY ALONG
 DF2158'MOSS DRIVE FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DF2158'
 DF2158'THE STATION IS LOCATED 40 FEET SOUTH-SOUTHWEST OF THE
 DF2158'CENTERLINE OF MOSS ROAD, 21.0 FEET EAST OF THE CENTERLINE OF
 DF2158'CHEROKEE ROAD, 4.0 FEET SOUTH-SOUTHEAST OF A POWER POLE, 12.0
 DF2158'FEET NORTHWEST OF A FIRE HYDRANT, AND 2.5 FEET NORTH OF A
 DF2158'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 029-210, SET
 DF2158'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2158'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2158'DISK STAMPED 029-210, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2158'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 DF2158'GROUND.
 DF2158'
 DF2158'THE AZIMUTH MARK IS LOCATED 29.0 FEET NORTHEAST OF THE
 DF2158'CENTERLINE OF MOSS DRIVE, 3.5 FEET SOUTHEAST OF A POWER POLE,
 DF2158'16.0 FEET WEST OF A 10 INCH OAK TREE, AND 2.0 FEET SOUTHWEST OF
 DF2158'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 029-210 AZMK, SET
 DF2158'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2158'THE SURFACE OF THE GROUND.
 DF2158
 DF2158                          STATION RECOVERY (1978)
 DF2158
 DF2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DF2158'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 DF2158'IN GOOD CONDITION.
 DF2158'
 DF2158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2158'2 MILES WEST OF WINTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1579 ***********************************************************************
 ED1579  DESIGNATION -  BV 029 211
 ED1579  PID         -  ED1579
 ED1579  STATE/COUNTY-  GA/CLARKE
 ED1579  USGS QUAD   -  HULL (1981)
 ED1579
 ED1579                         *CURRENT SURVEY CONTROL
 ED1579  ___________________________________________________________________
 ED1579* NAD 83(1994)-  34 00 28.52062(N)    083 20 53.02153(W)     ADJUSTED  
 ED1579* NAVD 88     -       255.3    (meters)     838.     (feet)  VERTCON   
 ED1579  ___________________________________________________________________
 ED1579  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 ED1579  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ED1579
 ED1579  HORZ ORDER  -  SECOND
 ED1579
 ED1579.The horizontal coordinates were established by classical geodetic methods
 ED1579.and adjusted by the National Geodetic Survey in September 1997..
 ED1579
 ED1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1579
 ED1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1579
 ED1579.The geoid height was determined by GEOID03.
 ED1579
 ED1579;                    North         East     Units Scale Factor Converg.
 ED1579;SPC GA W     -   444,684.498   775,613.048   MT  0.99997046   +0 27 28.3
 ED1579;SPC GA W     - 1,458,935.72  2,544,657.14   sFT  0.99997046   +0 27 28.3
 ED1579;UTM  17      - 3,765,520.362   283,158.834   MT  1.00017966   -1 18 49.7
 ED1579
 ED1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1579!SPC GA W     -   0.99996450  x   0.99997046  =   0.99993496
 ED1579!UTM  17      -   0.99996450  x   1.00017966  =   1.00014415
 ED1579
 ED1579:                Primary Azimuth Mark                     Grid Az
 ED1579:SPC GA W     -  BV 029 211 AZ MK                         024 03 53.3
 ED1579:UTM  17      -  BV 029 211 AZ MK                         025 50 11.3
 ED1579
 ED1579|---------------------------------------------------------------------|
 ED1579| PID    Reference Object                     Distance      Geod. Az  |
 ED1579|                                                           dddmmss.s |
 ED1579| ED2808 BV 029 211 AZ MK                                   0243121.6 |
 ED1579|---------------------------------------------------------------------|
 ED1579
 ED1579                          SUPERSEDED SURVEY CONTROL
 ED1579
 ED1579  NAD 83(1986)-  34 00 28.52767(N)    083 20 53.02060(W) AD(       ) 2
 ED1579  NAD 27      -  34 00 28.11894(N)    083 20 53.45750(W) AD(       ) 2
 ED1579  NGVD 29 (07/19/86)  255.4    (m)          838.     (f) VERT ANG       
 ED1579
 ED1579.Superseded values are not recommended for survey control.
 ED1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1579.See file dsdata.txt to determine how the superseded data were derived.
 ED1579
 ED1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8315965520(NAD 83)
 ED1579_MARKER: DD = SURVEY DISK
 ED1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1579
 ED1579  HISTORY     - Date     Condition        Report By
 ED1579  HISTORY     - 1975     MONUMENTED       GADT
 ED1579
 ED1579                          STATION DESCRIPTION
 ED1579
 ED1579'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1579'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST OF HULL, 5
 ED1579'MILES NORTHWEST OF WINTERVILLE, AND 3-3/4 MILES NORTH-NORTHEAST
 ED1579'OF ATHENS ON STATE RIGHT OF WAY.
 ED1579'
 ED1579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 ED1579'(STATE ROUTE 8) AND STATE ROUTE 106 IN ATHENS, GO NORTHERLY
 ED1579'ALONG STATE ROUTE 106 FOR 0.6 MILE TO THE JUNCTION OF HULL ROAD
 ED1579'(COUNTY ROAD 200) FORKING TO THE RIGHT.  CONTINUE NORTH ALONG
 ED1579'STATE ROUTE 106 FOR 1.55 MILES TO THE STATION ON THE LEFT.
 ED1579'
 ED1579'THE STATION IS LOCATED 43 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1579'OF STATE ROUTE 106, 61.0 FEET NORTH-NORTHEAST OF A POWER POLE,
 ED1579'AND 2.3 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1579'BRASS DISK STAMPED 029-211, SET IN THE TOP OF A 10 INCH
 ED1579'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1579'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1579'029-211, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1579'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 ED1579'
 ED1579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ALONG
 ED1579'STATE ROUTE 106 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1579'LOCATED 60 FEET EAST OF THE CENTERLINE OF STATE ROUTE 106, 60.0
 ED1579'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, AND
 ED1579'2.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1579'029-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1579'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2051 ***********************************************************************
 BT2051  DESIGNATION -  BV 030 200
 BT2051  PID         -  BT2051
 BT2051  STATE/COUNTY-  GA/CLAY
 BT2051  USGS QUAD   -  BLUFFTON (1973)
 BT2051
 BT2051                         *CURRENT SURVEY CONTROL
 BT2051  ___________________________________________________________________
 BT2051* NAD 83(1994)-  31 35 52.31406(N)    084 50 07.92149(W)     ADJUSTED  
 BT2051* NAVD 88     -       128.9    (meters)     423.     (feet)  VERTCON   
 BT2051  ___________________________________________________________________
 BT2051  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BT2051  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BT2051
 BT2051  HORZ ORDER  -  SECOND
 BT2051
 BT2051.The horizontal coordinates were established by classical geodetic methods
 BT2051.and adjusted by the National Geodetic Survey in September 1997..
 BT2051
 BT2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2051
 BT2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2051
 BT2051.The geoid height was determined by GEOID03.
 BT2051
 BT2051;                    North         East     Units Scale Factor Converg.
 BT2051;SPC GA W     -   177,325.390   636,528.047   MT  0.99994967   -0 21 01.7
 BT2051;SPC GA W     -   581,775.05  2,088,342.43   sFT  0.99994967   -0 21 01.7
 BT2051;UTM  16      - 3,497,896.415   705,354.863   MT  1.00012014   +1 08 04.1
 BT2051
 BT2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2051!SPC GA W     -   0.99998392  x   0.99994967  =   0.99993359
 BT2051!UTM  16      -   0.99998392  x   1.00012014  =   1.00010406
 BT2051
 BT2051|---------------------------------------------------------------------|
 BT2051| PID    Reference Object                     Distance      Geod. Az  |
 BT2051|                                                           dddmmss.s |
 BT2051| BT2050 BV 030 200 GADT 1973 PTA              9.081 METERS 07016     |
 BT2051| CY8394 BV 030 200 AZ MK                                   1110520.8 |
 BT2051|---------------------------------------------------------------------|
 BT2051
 BT2051                          SUPERSEDED SURVEY CONTROL
 BT2051
 BT2051  NAD 83(1994)-  31 35 52.32169(N)    084 50 07.92398(W) AD(       ) 2
 BT2051  NAD 83(1986)-  31 35 52.32222(N)    084 50 07.92357(W) AD(       ) 2
 BT2051  NAD 27      -  31 35 51.70988(N)    084 50 08.20867(W) AD(       ) 2
 BT2051  NGVD 29 (07/19/86)  129.0    (m)          423.     (f) VERT ANG       
 BT2051
 BT2051.Superseded values are not recommended for survey control.
 BT2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2051.See file dsdata.txt to determine how the superseded data were derived.
 BT2051
 BT2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0535597896(NAD 83)
 BT2051_MARKER: DD = SURVEY DISK
 BT2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2051
 BT2051  HISTORY     - Date     Condition        Report By
 BT2051  HISTORY     - 1973     MONUMENTED       GADT
 BT2051
 BT2051                          STATION DESCRIPTION
 BT2051
 BT2051'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2051'THE STATION IS ABOUT 3.0 MILES NORTH AND 5.9 MILES WEST OF
 BT2051'EDISON, 2.9 MILES SOUTH AND 3.6 MILES WEST OF CARNEGIE, 5.0
 BT2051'MILES SOUTH AND 2.9 MILES EAST OF COLEMAN.
 BT2051'
 BT2051'TO REACH THE STATION FROM THE INTERSECTION OF GA. 216 AND GA.
 BT2051'37 IN EDISON, PROCEED WEST ON GA. 37 FOR 6.65 MILES TO
 BT2051'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK, PROCEED EAST
 BT2051'ON GA. 37 FROM THE STATION 0.40 MILE TO THE AZIMUTH MARK ON THE
 BT2051'RIGHT.
 BT2051'
 BT2051'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT2051'DEPARTMENT OF TRANSPORTATION, STAMPED 030-200.  THE SURFACE DISK IS
 BT2051'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BT2051'IS FLUSH WITH THE GROUND.  IT IS 5.0 FEET WEST OF THE WITNESS
 BT2051'POST, 24.0 FEET NORTH OF A PAVED ROAD, AND 24.8 FEET SOUTHWEST
 BT2051'OF A TELEPHONE PEDISTAL.  THE UNDERGROUND DISK IS SET IN AN
 BT2051'IRREGULAR MASS OF CONCRETE 1.67 FEET BELOW THE SURFACE DISK.
 BT2051'
 BT2051'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2051'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2051'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2051'GROUND.  IT IS 22.5 FEET SOUTH OF A PAVED ROAD, 170.0 FEET WEST
 BT2051'OF MILE POST ON GA. 37, AND 3.5 FEET SOUTHWEST OF (STOP OF
 BT2051'SCHOOL BUS) SIGN.
 BT2051'
 BT2051'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2980 ***********************************************************************
 DG2980  DESIGNATION -  BV 031 200
 DG2980  PID         -  DG2980
 DG2980  STATE/COUNTY-  GA/CLAYTON
 DG2980  USGS QUAD   -  HAMPTON (1982)
 DG2980
 DG2980                         *CURRENT SURVEY CONTROL
 DG2980  ___________________________________________________________________
 DG2980* NAD 83(1994)-  33 28 11.01413(N)    084 20 08.83493(W)     ADJUSTED  
 DG2980* NAVD 88     -       277.     (meters)     909.     (feet)  VERTCON   
 DG2980  ___________________________________________________________________
 DG2980  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG2980  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG2980
 DG2980  HORZ ORDER  -  SECOND
 DG2980
 DG2980.The horizontal coordinates were established by classical geodetic methods
 DG2980.and adjusted by the National Geodetic Survey in September 1997..
 DG2980
 DG2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2980
 DG2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2980
 DG2980.The geoid height was determined by GEOID03.
 DG2980
 DG2980;                    North         East     Units Scale Factor Converg.
 DG2980;SPC GA W     -   384,705.657   684,280.959   MT  0.99990305   -0 05 35.8
 DG2980;SPC GA W     - 1,262,155.14  2,245,011.78   sFT  0.99990305   -0 05 35.8
 DG2980;UTM  16      - 3,706,538.770   747,587.707   MT  1.00035581   +1 28 12.2
 DG2980
 DG2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2980!SPC GA W     -   0.99996108  x   0.99990305  =   0.99986413
 DG2980!UTM  16      -   0.99996108  x   1.00035581  =   1.00031688
 DG2980
 DG2980|---------------------------------------------------------------------|
 DG2980| PID    Reference Object                     Distance      Geod. Az  |
 DG2980|                                                           dddmmss.s |
 DG2980| DG2979 BV 031 200 GADT 1974 PTA             11.650 METERS 23755     |
 DG2980| CZ2922 BV 031 200 AZ MK                                   2692729.8 |
 DG2980|---------------------------------------------------------------------|
 DG2980
 DG2980                          SUPERSEDED SURVEY CONTROL
 DG2980
 DG2980  NAD 83(1986)-  33 28 11.02050(N)    084 20 08.83431(W) AD(       ) 2
 DG2980  NAD 27      -  33 28 10.60773(N)    084 20 09.11110(W) AD(       ) 2
 DG2980  NGVD 29 (07/19/86)  277.     (m)          909.     (f) VERT ANG       
 DG2980
 DG2980.Superseded values are not recommended for survey control.
 DG2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2980.See file dsdata.txt to determine how the superseded data were derived.
 DG2980
 DG2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4758806539(NAD 83)
 DG2980_MARKER: DD = SURVEY DISK
 DG2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2980
 DG2980  HISTORY     - Date     Condition        Report By
 DG2980  HISTORY     - 1974     MONUMENTED       GADT
 DG2980  HISTORY     - 1977     GOOD             NGS
 DG2980
 DG2980                          STATION DESCRIPTION
 DG2980
 DG2980'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2980'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHWEST OF
 DG2980'LOVEJOY, 3-3/4 MILES SOUTH OF JONESBORO, AND 7 MILES EAST OF
 DG2980'FAYETTEVILLE ON STATE RIGHT OF WAY.
 DG2980'
 DG2980'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 19
 DG2980'AND 41 (STATE ROUTE 7) STATE ROUTE 3, AND MC DONOUGH ROAD
 DG2980'(COUNTY ROAD 92009), LOCATED APPROXIMATELY 1 MILE NORTH-NORTHWEST
 DG2980'OF LOVEJOY, TRAVEL NORTH ALONG U.S. HIGHWAYS 19 AND 41 FOR 1.65
 DG2980'MILES TO THE STATION ON THE RIGHT.
 DG2980'
 DG2980'THE STATION IS A STANDARD BRASS DISK STAMPED 031-200, SET IN THE
 DG2980'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2980'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG2980'STAMPED 031-200, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2980'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2980'LOCATED 54 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 DG2980'THE HIGHWAY, 95 FEET NORTHEAST OF A CONCRETE DROP INLET IN THE
 DG2980'HIGHWAY MEDIAN, AND 6 FEET WEST OF A WITNESS POST.
 DG2980'
 DG2980'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ALONG
 DG2980'U.S. HIGHWAYS 19 AND 41 FOR 0.25 MILE TO THE INTERSECTION OF TARA
 DG2980'ROAD (COUNTY ROAD 504) TO THE LEFT.  TURN LEFT, TRAVELING WEST
 DG2980'ALONG TARA ROAD FOR 0.4 MILE TO THE JUNCTION OF PANHANDLE ROAD
 DG2980'(COUNTY ROAD 512) CROSSING.  TURN LEFT, TRAVELING SOUTH ON
 DG2980'PANHANDLE ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AT THE
 DG2980'INTERSECTION OF PANHANDLE ROAD AND FLICKER ROAD (COUNTY ROAD
 DG2980'799) TO THE LEFT.  IT IS A STANDARD DISK STAMPED 031-200 AZMK, SET
 DG2980'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2980'SURFACE OF THE GROUND.  IT IS LOCATED 19 FEET SOUTH OF THE
 DG2980'CENTERLINE OF FLICKER ROAD, 44 FEET SOUTHEAST OF THE POINT
 DG2980'OF INTERSECTION OF THE CENTERLINES OF FLICKER ROAD AND PANHANDLE
 DG2980'ROAD, 40 FEET EAST OF THE CENTERLINE OF PANHANDLE ROAD AND 3.7
 DG2980'FEET NORTH OF A WITNESS POST.
 DG2980
 DG2980                          STATION RECOVERY (1977)
 DG2980
 DG2980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WRN)
 DG2980'THE STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE
 DG2980'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT ALL
 DG2980'REFERENCES TO FLICKER ROAD IN THE AZIMUTH MARK DESCRIPTION SHOULD
 DG2980'BE BONANZA CHURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2976 ***********************************************************************
 DG2976  DESIGNATION -  BV 031 201
 DG2976  PID         -  DG2976
 DG2976  STATE/COUNTY-  GA/CLAYTON
 DG2976  USGS QUAD   -  HAMPTON (1982)
 DG2976
 DG2976                         *CURRENT SURVEY CONTROL
 DG2976  ___________________________________________________________________
 DG2976* NAD 83(1994)-  33 27 10.23820(N)    084 22 10.95636(W)     ADJUSTED  
 DG2976* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 DG2976  ___________________________________________________________________
 DG2976  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DG2976  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG2976
 DG2976  HORZ ORDER  -  SECOND
 DG2976
 DG2976.The horizontal coordinates were established by classical geodetic methods
 DG2976.and adjusted by the National Geodetic Survey in September 1997..
 DG2976
 DG2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2976
 DG2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2976
 DG2976.The geoid height was determined by GEOID03.
 DG2976
 DG2976;                    North         East     Units Scale Factor Converg.
 DG2976;SPC GA W     -   382,839.037   681,124.336   MT  0.99990439   -0 06 42.9
 DG2976;SPC GA W     - 1,256,031.07  2,234,655.43   sFT  0.99990439   -0 06 42.9
 DG2976;UTM  16      - 3,704,585.882   744,481.797   MT  1.00033697   +1 27 02.4
 DG2976
 DG2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2976!SPC GA W     -   0.99996391  x   0.99990439  =   0.99986830
 DG2976!UTM  16      -   0.99996391  x   1.00033697  =   1.00030086
 DG2976
 DG2976|---------------------------------------------------------------------|
 DG2976| PID    Reference Object                     Distance      Geod. Az  |
 DG2976|                                                           dddmmss.s |
 DG2976| DG2975 BV 031 201 GADT 1974 PTA             12.487 METERS 14137     |
 DG2976| CZ2923 BV 031 201 AZ MK                                   2952511.5 |
 DG2976|---------------------------------------------------------------------|
 DG2976
 DG2976                          SUPERSEDED SURVEY CONTROL
 DG2976
 DG2976  NAD 83(1986)-  33 27 10.24463(N)    084 22 10.95564(W) AD(       ) 2
 DG2976  NAD 27      -  33 27 09.83087(N)    084 22 11.22945(W) AD(       ) 2
 DG2976  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 DG2976
 DG2976.Superseded values are not recommended for survey control.
 DG2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2976.See file dsdata.txt to determine how the superseded data were derived.
 DG2976
 DG2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4448204586(NAD 83)
 DG2976_MARKER: DD = SURVEY DISK
 DG2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2976
 DG2976  HISTORY     - Date     Condition        Report By
 DG2976  HISTORY     - 1974     MONUMENTED       GADT
 DG2976
 DG2976                          STATION DESCRIPTION
 DG2976
 DG2976'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2976'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST-NORTHWEST
 DG2976'OF LOVEJOY, 5 MILES EAST OF FAYETTEVILLE, AND 5-1/4 MILES SOUTH
 DG2976'OF JONESBORO ON COUNTY RIGHT OF WAY.
 DG2976'
 DG2976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 DG2976'41, STATE ROUTE 3, AND MC DONOUGH ROAD (COUNTY ROAD 92009), TRAVEL
 DG2976'WEST ON MC DONOUGH ROAD FOR 1.05 MILES TO THE JUNCTION OF PANHANDLE
 DG2976'ROAD CROSSING.  CONTINUE ALONG MC DONOUGH ROAD FOR 1.4 MILES TO
 DG2976'THE JUNCTION OF NEW HOPE ROAD TO THE LEFT.  CONTINUE ALONG
 DG2976'MC DONOUGH ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DG2976'
 DG2976'THE STATION IS A STANDARD BRASS DISK STAMPED 031-201, SET IN THE
 DG2976'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2976'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2976'031-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 DG2976'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3.7 FEET
 DG2976'NORTH OF A WITNESS POST, 30 FEET SOUTH OF THE CENTERLINE OF
 DG2976'MC DONOUGH ROAD, 41.8 FEET NORTHWEST OF A POWER POLE ON THE
 DG2976'SOUTHWEST SIDE OF A SEMI-CIRCULAR DRIVEWAY, 27 FEET NORTH OF A
 DG2976'10 INCH PINE TREE, AND 89 FEET SOUTHWEST OF A FIRE PLUG ON
 DG2976'THE NORTH SIDE OF THE ROAD.
 DG2976'
 DG2976'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD FOR
 DG2976'0.25 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 DG2976'031-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2976'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 14 FEET
 DG2976'NORTH OF THE CENTERLINE OF MC DONOUGH ROAD, 34 FEET NORTHEAST OF
 DG2976'THE POINT OF INTERSECTION OF TURNER ROAD AND MC DONOUGH ROAD,
 DG2976'7.5 FEET SOUTH OF A WITNESS POST, AND 24 FEET EAST-SOUTHEAST OF
 DG2976'A 6 INCH ELM TREE, AND 42 FEET WEST OF A 14 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3006 ***********************************************************************
 DG3006  DESIGNATION -  BV 031 202
 DG3006  PID         -  DG3006
 DG3006  STATE/COUNTY-  GA/CLAYTON
 DG3006  USGS QUAD   -  FAYETTEVILLE (1982)
 DG3006
 DG3006                         *CURRENT SURVEY CONTROL
 DG3006  ___________________________________________________________________
 DG3006* NAD 83(1994)-  33 29 23.18798(N)    084 23 57.10379(W)     ADJUSTED  
 DG3006* NAVD 88     -       243.     (meters)     797.     (feet)  VERTCON   
 DG3006  ___________________________________________________________________
 DG3006  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DG3006  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3006
 DG3006  HORZ ORDER  -  SECOND
 DG3006
 DG3006.The horizontal coordinates were established by classical geodetic methods
 DG3006.and adjusted by the National Geodetic Survey in September 1997..
 DG3006
 DG3006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3006
 DG3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3006
 DG3006.The geoid height was determined by GEOID03.
 DG3006
 DG3006;                    North         East     Units Scale Factor Converg.
 DG3006;SPC GA W     -   386,940.451   678,392.427   MT  0.99990575   -0 07 41.9
 DG3006;SPC GA W     - 1,269,487.13  2,225,692.49   sFT  0.99990575   -0 07 41.9
 DG3006;UTM  16      - 3,708,612.941   741,637.806   MT  1.00031992   +1 26 08.8
 DG3006
 DG3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3006!SPC GA W     -   0.99996643  x   0.99990575  =   0.99987219
 DG3006!UTM  16      -   0.99996643  x   1.00031992  =   1.00028634
 DG3006
 DG3006:                Primary Azimuth Mark                     Grid Az
 DG3006:SPC GA W     -  BV 031 202 AZ MK                         140 44 47.2
 DG3006:UTM  16      -  BV 031 202 AZ MK                         139 10 56.5
 DG3006
 DG3006|---------------------------------------------------------------------|
 DG3006| PID    Reference Object                     Distance      Geod. Az  |
 DG3006|                                                           dddmmss.s |
 DG3006| CZ2924 BV 031 202 AZ MK                                   1403705.3 |
 DG3006| DG3007 BV 031 202 GADT 1974 PTA             13.619 METERS 34146     |
 DG3006|---------------------------------------------------------------------|
 DG3006
 DG3006                          SUPERSEDED SURVEY CONTROL
 DG3006
 DG3006  NAD 83(1986)-  33 29 23.19498(N)    084 23 57.10290(W) AD(       ) 2
 DG3006  NAD 27      -  33 29 22.78688(N)    084 23 57.37122(W) AD(       ) 2
 DG3006  NGVD 29 (07/19/86)  243.     (m)          797.     (f) VERT ANG       
 DG3006
 DG3006.Superseded values are not recommended for survey control.
 DG3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3006.See file dsdata.txt to determine how the superseded data were derived.
 DG3006
 DG3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4163808613(NAD 83)
 DG3006_MARKER: DD = SURVEY DISK
 DG3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3006
 DG3006  HISTORY     - Date     Condition        Report By
 DG3006  HISTORY     - 1974     MONUMENTED       GADT
 DG3006
 DG3006                          STATION DESCRIPTION
 DG3006
 DG3006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3006'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF
 DG3006'JONESBORO, 4-1/4 MILES NORTHEAST OF FAYETTEVILLE, AND 5-3/4 MILES
 DG3006'SOUTH OF RIVERDALE ON CLAYTON COUNTY PROPERTY.
 DG3006'
 DG3006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 DG3006'41 (STATE ROUTE 7) AND STATE ROUTE 54 ON THE WESTERN EDGE OF
 DG3006'JONESBORO, TRAVEL SOUTHWEST ALONG STATE ROUTE 54 FOR 1.2 MILES TO
 DG3006'THE JUNCTION OF BROWN ROAD TO THE LEFT.  CONTINUE ALONG STATE
 DG3006'ROUTE 54 FOR 1.8 MILES TO THE JUNCTION OF THOMAS ROAD (COUNTY
 DG3006'ROAD 501) TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHERLY ALONG
 DG3006'THOMAS ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DG3006'CONTINUE ALONG THOMAS ROAD FOR 0.15 MILE TO A DRIVEWAY AND GATE TO
 DG3006'THE CLAYTON COUNTY WATER POLLUTION FACILITY TO THE RIGHT.
 DG3006'TURN RIGHT, PASSING THROUGH THE GATE AND GOING ALONG THE DRIVEWAY
 DG3006'FOR APPROXIMATELY 210 FEET TO THE STATION ON THE LEFT AT
 DG3006'A BRICK OFFICE BUILDING.
 DG3006'
 DG3006'THE STATION IS LOCATED 17.0 FEET WEST OF THE WEST EDGE OF THE
 DG3006'DRIVE, 12.0 FEET NORTHWEST OF A FIRE HYDRANT, 15.0 FEET NORTH OF
 DG3006'THE NORTHEAST CORNER OF THE BUILDING AND A WITNESS POST, 45.0 FEET
 DG3006'SOUTHWEST OF A LAMP POST BASE, AND 69.0 FEET EAST-NORTHEAST OF
 DG3006'THE NORTHWEST CORNER OF THE BUILDING.  IT IS A STANDARD BRASS
 DG3006'DISK STAMPED 031-202, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3006'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DG3006'STATION IS A STANDARD DISK STAMPED 031-202, SET IN AN
 DG3006'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76 METER BELOW THE
 DG3006'GROUND SURFACE.
 DG3006'
 DG3006'THE AZIMUTH MARK IS LOCATED 14.0 FEET SOUTHWEST OF THE CENTERLINE
 DG3006'OF THOMAS ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, 128.0 FEET
 DG3006'NORTHWEST OF A POWER POLE.  177.0 FEET SOUTHEAST OF ANOTHER POWER
 DG3006'POLE, AND 193.0 FEET WEST OF A FIRE HYDRANT LOCATED ON THE
 DG3006'NORTHEAST SIDE OF THE ROAD.  IT IS A STANDARD DISK STAMPED
 DG3006'031-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3006'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2668 ***********************************************************************
 DG2668  DESIGNATION -  BV 031 203
 DG2668  PID         -  DG2668
 DG2668  STATE/COUNTY-  GA/CLAYTON
 DG2668  USGS QUAD   -  RIVERDALE (1993)
 DG2668
 DG2668                         *CURRENT SURVEY CONTROL
 DG2668  ___________________________________________________________________
 DG2668* NAD 83(1994)-  33 32 50.32818(N)    084 25 24.20989(W)     ADJUSTED  
 DG2668* NAVD 88     -       293.     (meters)     961.     (feet)  VERTCON   
 DG2668  ___________________________________________________________________
 DG2668  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG2668  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG2668
 DG2668  HORZ ORDER  -  SECOND
 DG2668
 DG2668.The horizontal coordinates were established by classical geodetic methods
 DG2668.and adjusted by the National Geodetic Survey in September 1997..
 DG2668
 DG2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2668
 DG2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2668
 DG2668.The geoid height was determined by GEOID03.
 DG2668
 DG2668;                    North         East     Units Scale Factor Converg.
 DG2668;SPC GA W     -   393,326.994   676,159.802   MT  0.99990700   -0 08 30.7
 DG2668;SPC GA W     - 1,290,440.31  2,218,367.62   sFT  0.99990700   -0 08 30.7
 DG2668;UTM  16      - 3,714,938.685   739,230.583   MT  1.00030563   +1 25 28.5
 DG2668
 DG2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2668!SPC GA W     -   0.99995860  x   0.99990700  =   0.99986560
 DG2668!UTM  16      -   0.99995860  x   1.00030563  =   1.00026422
 DG2668
 DG2668|---------------------------------------------------------------------|
 DG2668| PID    Reference Object                     Distance      Geod. Az  |
 DG2668|                                                           dddmmss.s |
 DG2668| DG2659 BV 031 203 GADT 1974 PTA             17.716 METERS 13934     |
 DG2668| CZ2925 BV 031 203 AZ MK                                   1810223.9 |
 DG2668|---------------------------------------------------------------------|
 DG2668
 DG2668                          SUPERSEDED SURVEY CONTROL
 DG2668
 DG2668  NAD 83(1986)-  33 32 50.33521(N)    084 25 24.20875(W) AD(       ) 2
 DG2668  NAD 27      -  33 32 49.93261(N)    084 25 24.47342(W) AD(       ) 2
 DG2668  NGVD 29 (07/19/86)  293.     (m)          961.     (f) VERT ANG       
 DG2668
 DG2668.Superseded values are not recommended for survey control.
 DG2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2668.See file dsdata.txt to determine how the superseded data were derived.
 DG2668
 DG2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3923114939(NAD 83)
 DG2668_MARKER: DD = SURVEY DISK
 DG2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2668
 DG2668  HISTORY     - Date     Condition        Report By
 DG2668  HISTORY     - 1974     MONUMENTED       GADT
 DG2668
 DG2668                          STATION DESCRIPTION
 DG2668
 DG2668'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2668'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH OF
 DG2668'RIVERDALE, 4 MILES WEST-NORTHWEST OF JONESBORO, AND 8-1/4 MILES
 DG2668'EAST-SOUTHEAST OF UNION CITY ON STATE RIGHT OF WAY.
 DG2668'
 DG2668'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 138
 DG2668'AND 85, LOCATED APPROXIMATELY 1-1/2 MILES SOUTH OF RIVERDALE,
 DG2668'TRAVEL SOUTH ALONG STATE ROUTE 85 FOR 0.3 MILE TO THE STATION
 DG2668'ON THE RIGHT.
 DG2668'
 DG2668'THE STATION IS LOCATED 106 FEET WEST-NORTHWEST OF THE CENTERLINE
 DG2668'OF THE HIGHWAY, 3.0 FEET EAST-SOUTHEAST OF A WITNESS POST, 14.0
 DG2668'FEET SOUTH OF A 10 INCH PINE TREE, AND 19.2 FEET NORTHEAST OF A
 DG2668'6 INCH PINE TREE.  IT IS A STANDARD BRASS DISK STAMPED 031-203,
 DG2668'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2668'THE GROUND SURFACE.  THE UNDERGROUND STATION IS A STANDARD
 DG2668'DISK STAMPED 031-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2668'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 DG2668'
 DG2668'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 DG2668'ALONG STATE ROUTE 85 FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT
 DG2668'IS LOCATED 63.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 DG2668'HIGHWAY, 3.7 FEET SOUTHEAST OF A WITNESS POST, 26.8 FEET NORTHEAST
 DG2668'OF A POWER POLE, AND 51.2 FEET NORTH OF ANOTHER POWER POLE.  IT
 DG2668'IS A STANDARD DISK STAMPED 031-203 AZMK, SET IN THE TOP OF A
 DG2668'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG2668'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2669 ***********************************************************************
 DG2669  DESIGNATION -  BV 031 203 2
 DG2669  PID         -  DG2669
 DG2669  STATE/COUNTY-  GA/CLAYTON
 DG2669  USGS QUAD   -  RIVERDALE (1993)
 DG2669
 DG2669                         *CURRENT SURVEY CONTROL
 DG2669  ___________________________________________________________________
 DG2669* NAD 83(1994)-  33 32 50.48018(N)    084 25 24.33421(W)     ADJUSTED  
 DG2669* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 DG2669  ___________________________________________________________________
 DG2669  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG2669  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG2669
 DG2669  HORZ ORDER  -  SECOND
 DG2669
 DG2669.The horizontal coordinates were established by classical geodetic methods
 DG2669.and adjusted by the National Geodetic Survey in September 1997..
 DG2669.No horizontal observational check was made to the station.
 DG2669
 DG2669.The orthometric height was scaled from a topographic map.
 DG2669
 DG2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2669
 DG2669.The geoid height was determined by GEOID03.
 DG2669
 DG2669;                    North         East     Units Scale Factor Converg.
 DG2669;SPC GA W     -   393,331.684   676,156.606   MT  0.99990701   -0 08 30.8
 DG2669;SPC GA W     - 1,290,455.70  2,218,357.13   sFT  0.99990701   -0 08 30.8
 DG2669;UTM  16      - 3,714,943.288   739,227.259   MT  1.00030561   +1 25 28.4
 DG2669
 DG2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2669!SPC GA W     -   0.99995860  x   0.99990701  =   0.99986561
 DG2669!UTM  16      -   0.99995860  x   1.00030561  =   1.00026420
 DG2669
 DG2669|---------------------------------------------------------------------|
 DG2669| PID    Reference Object                     Distance      Geod. Az  |
 DG2669|                                                           dddmmss.s |
 DG2669| DG2668 BV 031 203                            5.676 METERS 14536     |
 DG2669| CZ2925 BV 031 203 AZ MK                                   1804639.6 |
 DG2669|---------------------------------------------------------------------|
 DG2669
 DG2669                          SUPERSEDED SURVEY CONTROL
 DG2669
 DG2669  NAD 83(1986)-  33 32 50.48721(N)    084 25 24.33307(W) AD(       ) 2
 DG2669  NAD 27      -  33 32 50.08461(N)    084 25 24.59774(W) AD(       ) 2
 DG2669
 DG2669.Superseded values are not recommended for survey control.
 DG2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2669.See file dsdata.txt to determine how the superseded data were derived.
 DG2669
 DG2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3922714943(NAD 83)
 DG2669_MARKER: DD = SURVEY DISK
 DG2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2669
 DG2669  HISTORY     - Date     Condition        Report By
 DG2669  HISTORY     - 1975     MONUMENTED       GADT
 DG2669
 DG2669                          STATION DESCRIPTION
 DG2669
 DG2669'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2669'THE ORIGINAL STATION IS SCHEDULED FOR DESTRUCTION BY CONSTRUCTION
 DG2669'IN PROGRESS FOR THE FOUR-LANING OF STATE ROUTE 85, DUE TO A 5
 DG2669'FOOT CUT NECESSARY AT ITS PRESENT LOCATION.  THE NEW STATION
 DG2669'IS LOCATED AT THE RIGHT OF WAY LINE FOR THE NEW HIGHWAY.  IT
 DG2669'WAS NOT NECESSARY TO RE-ESTABLISH THE AZIMUTH MARK AS IT WAS
 DG2669'NOT IN A CONSTRUCTION AREA.  A COMPLETE DESCRIPTION OF THE
 DG2669'STATION AND AZIMUTH MARK FOLLOWS.
 DG2669'
 DG2669'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH OF
 DG2669'RIVERDALE, 4 MILES WEST-NORTHWEST OF JONESBORO, AND 8-1/4 MILES
 DG2669'EAST-SOUTHEAST OF UNION CITY ON STATE RIGHT OF WAY.
 DG2669'
 DG2669'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85 AND
 DG2669'138, LOCATED APPROXIMATELY 1-1/2 MILES SOUTH OF RIVERDALE, GO
 DG2669'SOUTH ALONG STATE ROUTE 85 FOR 0.3 MILE TO THE STATION ON THE
 DG2669'RIGHT AND A NATURAL GAS PUMPING STATION ON THE LEFT.
 DG2669'
 DG2669'THE STATION IS LOCATED 117 FEET WEST-NORTHWEST OF THE CENTERLINE
 DG2669'OF THE OLD STATE ROUTE 85 (THE NEW NORTHBOUND LAND), 53.5 FEET
 DG2669'WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 DG2669'HIGHWAY, 1.0 FOOT EAST OF A WITNESS POST SET AT A FENCELINE, 3.0
 DG2669'FEET NORTH OF ANOTHER WITNESS POST SET AT THE SAME FENCELINE, 4
 DG2669'FEET SOUTH OF A THIRD WITNESS POST, 13.5 FEET NORTH-NORTHEAST OF
 DG2669'A 10 INCH PINE TREE AT THE WEST SIDE OF THE FENCELINE, 38.0
 DG2669'FEET NORTHEAST OF A 20 INCH PINE TREE, 22.0 FEET SOUTH OF AN 8
 DG2669'INCH PINE TREE IN THE FENCELINE, AND 181.0 FEET WEST-NORTHWEST OF
 DG2669'A POWER POLE LOCATED IN THE NORTHEAST QUADRANT OF THE
 DG2669'JUNCTION OF THE HIGHWAY NORTHBOUND LANE AND THE DRIVEWAY TO
 DG2669'THE NATURAL GAS PUMPING STATION.  IT IS A STANDARD BRASS
 DG2669'DISK STAMPED 031-203-2, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2669'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2669'UNDERGROUND STATION IS A STANDARD DISK STAMPED 031-203-2, SET IN
 DG2669'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.90 METER
 DG2669'BELOW THE SURFACE OF THE GROUND.
 DG2669'
 DG2669'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 DG2669'ALONG STATE ROUTE 85 FOR 0.4 MILE TO THE MARK ON THE LEFT ON A 20
 DG2669'FOOT CUT-BANK.  IT IS LOCATED 63.0 FEET EAST-SOUTHEAST OF THE
 DG2669'CENTERLINE OF THE OLD STATE ROUTE 85 CENTERLINE (THE NEW
 DG2669'NORTHBOUND LANE), 3.7 FEET SOUTHEAST OF A WITNESS POST, 26.8
 DG2669'FEET NORTHEAST OF A POWER POLE, AND 51.2 FEET NORTH OF ANOTHER
 DG2669'POWER POLE.  IT IS A STANDARD DISK STAMPED 031-203 AZMK, SET
 DG2669'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2669'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2633 ***********************************************************************
 DG2633  DESIGNATION -  BV 031 204
 DG2633  PID         -  DG2633
 DG2633  STATE/COUNTY-  GA/CLAYTON
 DG2633  USGS QUAD   -  JONESBORO (1993)
 DG2633
 DG2633                         *CURRENT SURVEY CONTROL
 DG2633  ___________________________________________________________________
 DG2633* NAD 83(1994)-  33 31 15.82169(N)    084 21 10.44201(W)     ADJUSTED  
 DG2633* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 DG2633  ___________________________________________________________________
 DG2633  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DG2633  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG2633
 DG2633  HORZ ORDER  -  SECOND
 DG2633
 DG2633.The horizontal coordinates were established by classical geodetic methods
 DG2633.and adjusted by the National Geodetic Survey in September 1997..
 DG2633
 DG2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2633
 DG2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2633
 DG2633.The geoid height was determined by GEOID03.
 DG2633
 DG2633;                    North         East     Units Scale Factor Converg.
 DG2633;SPC GA W     -   390,401.603   682,700.583   MT  0.99990369   -0 06 10.2
 DG2633;SPC GA W     - 1,280,842.59  2,239,826.83   sFT  0.99990369   -0 06 10.2
 DG2633;UTM  16      - 3,712,191.975   745,851.645   MT  1.00034524   +1 27 45.3
 DG2633
 DG2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2633!SPC GA W     -   0.99995968  x   0.99990369  =   0.99986338
 DG2633!UTM  16      -   0.99995968  x   1.00034524  =   1.00030491
 DG2633
 DG2633:                Primary Azimuth Mark                     Grid Az
 DG2633:SPC GA W     -  BV 031 204 AZ MK                         078 36 24.0
 DG2633:UTM  16      -  BV 031 204 AZ MK                         077 02 28.5
 DG2633
 DG2633|---------------------------------------------------------------------|
 DG2633| PID    Reference Object                     Distance      Geod. Az  |
 DG2633|                                                           dddmmss.s |
 DG2633| CZ2926 BV 031 204 AZ MK                                   0783013.8 |
 DG2633| DG2632 BV 031 204 GADT 1974 PTA             15.179 METERS 14103     |
 DG2633|---------------------------------------------------------------------|
 DG2633
 DG2633                          SUPERSEDED SURVEY CONTROL
 DG2633
 DG2633  NAD 83(1986)-  33 31 15.82849(N)    084 21 10.44127(W) AD(       ) 2
 DG2633  NAD 27      -  33 31 15.42556(N)    084 21 10.71481(W) AD(       ) 2
 DG2633  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 DG2633
 DG2633.Superseded values are not recommended for survey control.
 DG2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2633.See file dsdata.txt to determine how the superseded data were derived.
 DG2633
 DG2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4585212192(NAD 83)
 DG2633_MARKER: DD = SURVEY DISK
 DG2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2633
 DG2633  HISTORY     - Date     Condition        Report By
 DG2633  HISTORY     - 1974     MONUMENTED       GADT
 DG2633
 DG2633                          STATION DESCRIPTION
 DG2633
 DG2633'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2633'THE STATION IS LOCATED IN JONESBORO AT THE REAR OF THE CLAYTON
 DG2633'COUNTY COURTHOUSE ON PROPERTY OWNED BY CLAYTON COUNTY GOVERNMENT.
 DG2633'
 DG2633'THE STATION IS A STANDARD BRASS DISK STAMPED 031-204, SET IN
 DG2633'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2633'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2633'STAMPED 031-204, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2633'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2633'LOCATED 31.2 FEET NORTHEAST OF THE CENTER OF A METAL DOOR AT
 DG2633'THE NORTHEAST CORNER OF THE OLD CLAYTON COUNTY COURTHOUSE
 DG2633'BUILDING, 12.5 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY
 DG2633'ALONG THE NORTH SIDE OF THE OLD COURTHOUSE BUILDING, 3 FEET
 DG2633'SOUTH OF A WITNESS POST, 10.8 FEET EAST OF A STAIRWAY LEADING
 DG2633'NORTH FROM THE DRIVEWAY TO A PARKING LOT, AND 4 FEET SOUTH
 DG2633'OF A POWER POLE.
 DG2633'
 DG2633'TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE, TRAVEL EAST ON
 DG2633'COURTHOUSE WAY STREET FOR 0.1 MILE TO THE JUNCTION OF WILBURN
 DG2633'STREET TO THE RIGHT.  TURN RIGHT, GOING SOUTH ON WILBURN STREET
 DG2633'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS A
 DG2633'STANDARD DISK STAMPED 031-204 AZMK, SET IN THE TOP OF A 10
 DG2633'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2633'GROUND.  IT IS LOCATED 3 FEET SOUTHWEST OF A WITNESS POST, 28
 DG2633'FEET SOUTHEAST OF THE CENTERLINE OF WILBURN STREET, AND 45
 DG2633'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2638 ***********************************************************************
 DG2638  DESIGNATION -  BV 031 205
 DG2638  PID         -  DG2638
 DG2638  STATE/COUNTY-  GA/CLAYTON
 DG2638  USGS QUAD   -  JONESBORO (1993)
 DG2638
 DG2638                         *CURRENT SURVEY CONTROL
 DG2638  ___________________________________________________________________
 DG2638* NAD 83(1994)-  33 32 45.18898(N)    084 18 53.72734(W)     ADJUSTED  
 DG2638* NAVD 88     -       278.     (meters)     912.     (feet)  VERTCON   
 DG2638  ___________________________________________________________________
 DG2638  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DG2638  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG2638
 DG2638  HORZ ORDER  -  SECOND
 DG2638
 DG2638.The horizontal coordinates were established by classical geodetic methods
 DG2638.and adjusted by the National Geodetic Survey in September 1997..
 DG2638
 DG2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2638
 DG2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2638
 DG2638.The geoid height was determined by GEOID03.
 DG2638
 DG2638;                    North         East     Units Scale Factor Converg.
 DG2638;SPC GA W     -   393,149.001   686,232.171   MT  0.99990234   -0 04 54.9
 DG2638;SPC GA W     - 1,289,856.35  2,251,413.38   sFT  0.99990234   -0 04 54.9
 DG2638;UTM  16      - 3,715,036.144   749,308.399   MT  1.00036634   +1 29 04.4
 DG2638
 DG2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2638!SPC GA W     -   0.99996094  x   0.99990234  =   0.99986329
 DG2638!UTM  16      -   0.99996094  x   1.00036634  =   1.00032727
 DG2638
 DG2638:                Primary Azimuth Mark                     Grid Az
 DG2638:SPC GA W     -  BV 031 205 AZ MK                         168 20 21.5
 DG2638:UTM  16      -  BV 031 205 AZ MK                         166 46 22.2
 DG2638
 DG2638|---------------------------------------------------------------------|
 DG2638| PID    Reference Object                     Distance      Geod. Az  |
 DG2638|                                                           dddmmss.s |
 DG2638| CZ2927 BV 031 205 AZ MK                                   1681526.6 |
 DG2638| DG2637 BV 031 205 GADT 1974 PTA             14.212 METERS 19455     |
 DG2638|---------------------------------------------------------------------|
 DG2638
 DG2638                          SUPERSEDED SURVEY CONTROL
 DG2638
 DG2638  NAD 83(1986)-  33 32 45.19582(N)    084 18 53.72665(W) AD(       ) 2
 DG2638  NAD 27      -  33 32 44.79491(N)    084 18 54.00389(W) AD(       ) 2
 DG2638  NGVD 29 (07/19/86)  278.     (m)          912.     (f) VERT ANG       
 DG2638
 DG2638.Superseded values are not recommended for survey control.
 DG2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2638.See file dsdata.txt to determine how the superseded data were derived.
 DG2638
 DG2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4930815036(NAD 83)
 DG2638_MARKER: DD = SURVEY DISK
 DG2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2638
 DG2638  HISTORY     - Date     Condition        Report By
 DG2638  HISTORY     - 1974     MONUMENTED       GADT
 DG2638
 DG2638                          STATION DESCRIPTION
 DG2638
 DG2638'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2638'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF
 DG2638'JONESBORO, 3 MILES SOUTHEAST OF MORROW, AND 4-3/4 MILES WEST OF
 DG2638'STOCKBRIDGE.
 DG2638'
 DG2638'TO REACH THE STATION FROM THE CLAYTON COUNTY COURTHOUSE IN
 DG2638'JONESBORO, TRAVEL NORTH ALONG STATE ROUTE 351 (MC DONOUGH STREET)
 DG2638'FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 138 (STOCKBRIDGE
 DG2638'ROAD) TO THE RIGHT.  TURN RIGHT, TRAVELING EAST ALONG STATE
 DG2638'ROUTE 138 FOR 1.95 MILES TO THE INTERSECTION OF FIELDER ROAD
 DG2638'(COUNTY ROAD 92013) TO THE LEFT.  TURN LEFT, TRAVELING NORTHEAST
 DG2638'ALONG FIELDER ROAD FOR 0.95 MILE TO THE JUNCTION OF ELLIOT ROAD
 DG2638'TO THE LEFT.  CONTINUE TRAVELING NORTHEAST ALONG FIELDER ROAD
 DG2638'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 DG2638'
 DG2638'THE STATION IS A STANDARD BRASS DISK STAMPED 031-205, SET IN
 DG2638'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2638'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2638'STAMPED 031-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2638'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2638'LOCATED 17.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 70.8
 DG2638'FEET SOUTHWEST OF A POWER POLE, 3.3 FEET SOUTH OF A WITNESS
 DG2638'POST, 115.8 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 DG2638'POWERLINE TOWER, 163.0 FEET WEST OF A POWER POLE, AND 114.8
 DG2638'FEET NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD.
 DG2638'
 DG2638'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF FIELDER ROAD
 DG2638'AND STATE ROUTE 138, TRAVEL WEST ALONG STATE ROUTE 138 FOR 0.9
 DG2638'MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 DG2638'031-205 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2638'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 26.7
 DG2638'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 138, 114.0
 DG2638'FEET NORTHEAST OF THE EAST CORNER OF A FENCE AROUND A GEORGIA
 DG2638'POWER COMPANY SUB STATION, 116.7 FEET WEST OF THE NORTH FENCE
 DG2638'CORNER, AND 1.6 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2661 ***********************************************************************
 DG2661  DESIGNATION -  BV 031 206
 DG2661  PID         -  DG2661
 DG2661  STATE/COUNTY-  GA/CLAYTON
 DG2661  USGS QUAD   -  RIVERDALE (1993)
 DG2661
 DG2661                         *CURRENT SURVEY CONTROL
 DG2661  ___________________________________________________________________
 DG2661* NAD 83(1994)-  33 35 10.02123(N)    084 22 41.08368(W)     ADJUSTED  
 DG2661* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 DG2661  ___________________________________________________________________
 DG2661  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DG2661  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DG2661
 DG2661  HORZ ORDER  -  SECOND
 DG2661
 DG2661.The horizontal coordinates were established by classical geodetic methods
 DG2661.and adjusted by the National Geodetic Survey in September 1997..
 DG2661
 DG2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2661
 DG2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2661
 DG2661.The geoid height was determined by GEOID03.
 DG2661
 DG2661;                    North         East     Units Scale Factor Converg.
 DG2661;SPC GA W     -   397,620.963   680,376.466   MT  0.99990475   -0 07 01.0
 DG2661;SPC GA W     - 1,304,528.11  2,232,201.79   sFT  0.99990475   -0 07 01.0
 DG2661;UTM  16      - 3,719,348.192   743,329.916   MT  1.00033002   +1 27 04.1
 DG2661
 DG2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2661!SPC GA W     -   0.99996002  x   0.99990475  =   0.99986477
 DG2661!UTM  16      -   0.99996002  x   1.00033002  =   1.00029002
 DG2661
 DG2661:                Primary Azimuth Mark                     Grid Az
 DG2661:SPC GA W     -  BV 031 206 AZ MK                         137 56 27.8
 DG2661:UTM  16      -  BV 031 206 AZ MK                         136 22 22.7
 DG2661
 DG2661|---------------------------------------------------------------------|
 DG2661| PID    Reference Object                     Distance      Geod. Az  |
 DG2661|                                                           dddmmss.s |
 DG2661| CZ2928 BV 031 206 AZ MK                                   1374926.8 |
 DG2661| DG2665 COLLEGE PARK FAYETTEVILLE TANK      APPROX. 7.3 KM 2940440.5 |
 DG2661| DG2662 BV 031 206 GADT 1974 PTA             15.363 METERS 34218     |
 DG2661|---------------------------------------------------------------------|
 DG2661
 DG2661                          SUPERSEDED SURVEY CONTROL
 DG2661
 DG2661  NAD 83(1986)-  33 35 10.02919(N)    084 22 41.08170(W) AD(       ) 2
 DG2661  NAD 27      -  33 35 09.63166(N)    084 22 41.34875(W) AD(       ) 2
 DG2661  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 DG2661
 DG2661.Superseded values are not recommended for survey control.
 DG2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2661.See file dsdata.txt to determine how the superseded data were derived.
 DG2661
 DG2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4333019348(NAD 83)
 DG2661_MARKER: DD = SURVEY DISK
 DG2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2661
 DG2661  HISTORY     - Date     Condition        Report By
 DG2661  HISTORY     - 1974     MONUMENTED       GADT
 DG2661
 DG2661                          STATION DESCRIPTION
 DG2661
 DG2661'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2661'THE STATION IS LOCATED 2-1/4 MILES WEST OF MORROW, 2-1/4 MILES
 DG2661'EAST-NORTHEAST OF RIVERDALE, AND 4-1/2 MILES NORTH OF JONESBORO
 DG2661'AT THE JUNCTION OF INTERSTATE 75 AND U.S. HIGHWAYS 19 AND 41
 DG2661'(STATE ROUTE 3) ON STATE RIGHT OF WAY.
 DG2661'
 DG2661'THE STATION IS A STANDARD BRASS DISK STAMPED 031-206, SET IN THE
 DG2661'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2661'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2661'DISK STAMPED 031-206, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2661'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2661'IS LOCATED 80 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 41
 DG2661'AND 19, 129.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DG2661'THE NORTHEAST BRIDGE END WALL OF THE U.S. HIGHWAY 19 AND 41
 DG2661'BRIDGE OVER INTERSTATE 75, 5.3 FEET SOUTHWEST OF A WITNESS
 DG2661'POST, 110 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 92 FEET
 DG2661'NORTH-NORTHEAST OF ANOTHER POWER POLE.
 DG2661'
 DG2661'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL SOUTH ON
 DG2661'U.S. HIGHWAY 19 AND 41 FOR 0.2 MILE TO THE ENTRANCE TO THE
 DG2661'HOLIDAY INN MOTEL TO THE LEFT.  TURN LEFT, GOING SOUTHEAST
 DG2661'ALONG THE ENTRANCE ROAD FOR 0.1 MILE TO THE HOLIDAY INN
 DG2661'OFFICE.  TURN LEFT, GOING NORTH FOR ABOUT 150 FEET TO THE NORTH
 DG2661'CORNER OF THE MOTEL BUILDING AND THE MARK ON THE LEFT IN A
 DG2661'CURBED PARKING LOT NOSE.  IT IS A STANDARD DISK STAMPED
 DG2661'031-206 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2661'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 26
 DG2661'FEET SOUTH OF A WITNESS POST SET AT THE INTERSTATE 75 RIGHT OF
 DG2661'WAY FENCELINE, 62 FEET NORTHEAST OF THE NORTH CORNER OF THE
 DG2661'HOLIDAY INN BUILDING, 87 FEET NORTH-NORTHEAST OF A LIGHT POLE
 DG2661'IN THE PARKING LOT, AND 94.0 FEET EAST OF ANOTHER LIGHT
 DG2661'POLE ON THE NORTHWEST EDGE OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2646 ***********************************************************************
 DG2646  DESIGNATION -  BV 031 207
 DG2646  PID         -  DG2646
 DG2646  STATE/COUNTY-  GA/CLAYTON
 DG2646  USGS QUAD   -  JONESBORO (1993)
 DG2646
 DG2646                         *CURRENT SURVEY CONTROL
 DG2646  ___________________________________________________________________
 DG2646* NAD 83(1994)-  33 36 39.72617(N)    084 16 13.57161(W)     ADJUSTED  
 DG2646* NAVD 88     -       285.     (meters)     935.     (feet)  VERTCON   
 DG2646  ___________________________________________________________________
 DG2646  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG2646  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DG2646
 DG2646  HORZ ORDER  -  SECOND
 DG2646
 DG2646.The horizontal coordinates were established by classical geodetic methods
 DG2646.and adjusted by the National Geodetic Survey in September 1997..
 DG2646
 DG2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2646
 DG2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2646
 DG2646.The geoid height was determined by GEOID03.
 DG2646
 DG2646;                    North         East     Units Scale Factor Converg.
 DG2646;SPC GA W     -   400,369.274   690,370.727   MT  0.99990114   -0 03 26.8
 DG2646;SPC GA W     - 1,313,544.86  2,264,991.29   sFT  0.99990114   -0 03 26.8
 DG2646;UTM  16      - 3,722,370.443   753,249.734   MT  1.00039076   +1 30 42.3
 DG2646
 DG2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2646!SPC GA W     -   0.99995985  x   0.99990114  =   0.99986100
 DG2646!UTM  16      -   0.99995985  x   1.00039076  =   1.00035060
 DG2646
 DG2646:                Primary Azimuth Mark                     Grid Az
 DG2646:SPC GA W     -  BV 031 207 AZ MK                         264 05 05.2
 DG2646:UTM  16      -  BV 031 207 AZ MK                         262 30 56.1
 DG2646
 DG2646|---------------------------------------------------------------------|
 DG2646| PID    Reference Object                     Distance      Geod. Az  |
 DG2646|                                                           dddmmss.s |
 DG2646| CZ2929 BV 031 207 AZ MK                                   2640138.4 |
 DG2646| DG2647 BV 031 207 GADT 1974 PTA             22.988 METERS 29725     |
 DG2646|---------------------------------------------------------------------|
 DG2646
 DG2646                          SUPERSEDED SURVEY CONTROL
 DG2646
 DG2646  NAD 83(1986)-  33 36 39.73292(N)    084 16 13.57041(W) AD(       ) 2
 DG2646  NAD 27      -  33 36 39.33837(N)    084 16 13.85053(W) AD(       ) 2
 DG2646  NGVD 29 (07/19/86)  285.     (m)          935.     (f) VERT ANG       
 DG2646
 DG2646.Superseded values are not recommended for survey control.
 DG2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2646.See file dsdata.txt to determine how the superseded data were derived.
 DG2646
 DG2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5325022370(NAD 83)
 DG2646_MARKER: DD = SURVEY DISK
 DG2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2646+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 DG2646
 DG2646  HISTORY     - Date     Condition        Report By
 DG2646  HISTORY     - 1974     MONUMENTED       GADT
 DG2646  HISTORY     - 20050308 GOOD             GADT
 DG2646
 DG2646                          STATION DESCRIPTION
 DG2646
 DG2646'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2646'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST OF
 DG2646'MORROW, 5 MILES NORTHWEST OF STOCKBRIDGE, AND 7-3/4 MILES
 DG2646'NORTHEAST OF JONESBORO ON COUNTY RIGHT OF WAY.
 DG2646'
 DG2646'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285
 DG2646'AND U.S. HIGHWAY 23 (STATE ROUTE 42) LOCATED APPROXIMATELY 3-3/4
 DG2646'MILES NORTH-NORTHEAST OF FOREST PARK, TRAVEL SOUTH ALONG
 DG2646'U.S. HIGHWAY 23 FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE
 DG2646'160 FORKING TO THE RIGHT.  CONTINUE ALONG U.S. HIGHWAY 23 FOR
 DG2646'0.25 MILE TO THE JUNCTION OF CEDAR GROVE ROAD TO THE
 DG2646'LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 23 FOR 3.5 MILES TO
 DG2646'THE JUNCTION OF ELLENWOOD ROAD (COUNTY ROAD 91055) TO THE LEFT
 DG2646'AND JOY LAKE ROAD TO THE RIGHT.  TURN LEFT, GOING EAST ALONG
 DG2646'ELLENWOOD ROAD FOR 1.05 MILES TO THE JUNCTION OF
 DG2646'BOULDERCREST ROAD FORKING TO THE LEFT.  TURN LEFT, GOING
 DG2646'NORTHEAST ALONG BOULDERCREST ROAD FOR 0.1 MILE TO THE
 DG2646'JUNCTION OF PANOLA ROAD (ALSO COUNTY ROAD 91055) TO THE
 DG2646'RIGHT.  TURN RIGHT ON PANOLA ROAD, GOING EAST FOR 0.35 MILE
 DG2646'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG PANOLA
 DG2646'ROAD FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 DG2646'
 DG2646'THE STATION IS A STANDARD BRASS DISK STAMPED 031-207, SET IN
 DG2646'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2646'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2646'STAMPED 031-207, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2646'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2646'LOCATED 5.7 FEET NORTHWEST OF A WITNESS POST, 31 FEET SOUTHEAST
 DG2646'OF THE CENTERLINE OF PANOLA ROAD, 99 FEET WEST OF A FIRE PLUG
 DG2646'AT THE JUNCTION OF PANOLA ROAD AND STAGECOACH ROAD, AND 83
 DG2646'FEET EAST OF A POWER POLE.
 DG2646'
 DG2646'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 031-207 AZMK, SET
 DG2646'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2646'THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE EAST SIDE OF A
 DG2646'DRIVEWAY, 3 FEET SOUTH OF A WITNESS POST, 16 FEET NORTH OF THE
 DG2646'CENTERLINE OF THE ROAD, 47 FEET NORTH OF A 10 INCH PINE TREE ON
 DG2646'THE SOUTH SIDE OF THE ROAD, AND 92 FEET EAST OF A 30 INCH OAK
 DG2646'TREE.
 DG2646
 DG2646                          STATION RECOVERY (2005)
 DG2646
 DG2646'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG2646'TO REACH THE STATION FROM ELLENWOOD ROAD BRIDGE OVER I-675, GO EAST ON
 DG2646'ELLENWOOD ROAD (WHICH BECOMES PANOLA ROAD AFTER YOU PASS BOULDERCREST
 DG2646'ROAD), FOR 1.55 MILES TO THE STATION ON THE RIGHT, JUST BEFORE
 DG2646'REACHING THE INTERSECTION OF STAGECOACH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2642 ***********************************************************************
 DG2642  DESIGNATION -  BV 031 208
 DG2642  PID         -  DG2642
 DG2642  STATE/COUNTY-  GA/CLAYTON
 DG2642  USGS QUAD   -  JONESBORO (1993)
 DG2642
 DG2642                         *CURRENT SURVEY CONTROL
 DG2642  ___________________________________________________________________
 DG2642* NAD 83(1994)-  33 34 26.11197(N)    084 20 30.28239(W)     ADJUSTED  
 DG2642* NAVD 88     -       288.     (meters)     945.     (feet)  VERTCON   
 DG2642  ___________________________________________________________________
 DG2642  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DG2642  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG2642
 DG2642  HORZ ORDER  -  SECOND
 DG2642
 DG2642.The horizontal coordinates were established by classical geodetic methods
 DG2642.and adjusted by the National Geodetic Survey in September 1997..
 DG2642
 DG2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2642
 DG2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2642
 DG2642.The geoid height was determined by GEOID03.
 DG2642
 DG2642;                    North         East     Units Scale Factor Converg.
 DG2642;SPC GA W     -   396,261.973   683,746.723   MT  0.99990326   -0 05 48.6
 DG2642;SPC GA W     - 1,300,069.49  2,243,259.04   sFT  0.99990326   -0 05 48.6
 DG2642;UTM  16      - 3,718,081.371   746,737.579   MT  1.00035061   +1 28 14.8
 DG2642
 DG2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2642!SPC GA W     -   0.99995938  x   0.99990326  =   0.99986265
 DG2642!UTM  16      -   0.99995938  x   1.00035061  =   1.00030998
 DG2642
 DG2642:                Primary Azimuth Mark                     Grid Az
 DG2642:SPC GA W     -  BV 031 208 AZ MK                         001 58 29.3
 DG2642:UTM  16      -  BV 031 208 AZ MK                         000 24 25.9
 DG2642
 DG2642|---------------------------------------------------------------------|
 DG2642| PID    Reference Object                     Distance      Geod. Az  |
 DG2642|                                                           dddmmss.s |
 DG2642| CZ2930 BV 031 208 AZ MK                                   0015240.7 |
 DG2642| DG2643 BV 031 6 SHDSAM 1974                 20.653 METERS 01134     |
 DG2642|---------------------------------------------------------------------|
 DG2642
 DG2642                          SUPERSEDED SURVEY CONTROL
 DG2642
 DG2642  NAD 83(1986)-  33 34 26.11924(N)    084 20 30.28142(W) AD(       ) 2
 DG2642  NAD 27      -  33 34 25.72142(N)    084 20 30.55437(W) AD(       ) 2
 DG2642  NGVD 29 (07/19/86)  288.     (m)          945.     (f) VERT ANG       
 DG2642
 DG2642.Superseded values are not recommended for survey control.
 DG2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2642.See file dsdata.txt to determine how the superseded data were derived.
 DG2642
 DG2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4673818081(NAD 83)
 DG2642_MARKER: DD = SURVEY DISK
 DG2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2642
 DG2642  HISTORY     - Date     Condition        Report By
 DG2642  HISTORY     - 1974     MONUMENTED       GADT
 DG2642
 DG2642                          STATION DESCRIPTION
 DG2642
 DG2642'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2642'THE STATION IS LOCATED IN MORROW ON STATE RIGHT OF WAY.
 DG2642'
 DG2642'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 DG2642'STATE ROUTE 54 IN MORROW, GO SOUTH ALONG STATE ROUTE 54 FOR
 DG2642'0.15 MILE TO THE STATION ON THE LEFT.
 DG2642'
 DG2642'THE STATION IS A STANDARD BRASS DISK STAMPED 031-208, SET IN
 DG2642'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2642'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2642'DISK STAMPED 031-208, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2642'ABOUT 0.74 METER BELOW THE GROUND SURFACE.  IT IS LOCATED 34
 DG2642'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST OF A
 DG2642'WITNESS POST, 18.0 FEET WEST OF THE WEST RAIL OF THE CENTRAL OF
 DG2642'GEORGIA RAILWAY TRACKS, 49.0 FEET SOUTH OF TELEPHONE POLE
 DG2642'NUMBER 521, AND 56.0 FEET NORTHWEST OF A POWER POLE ON THE
 DG2642'EAST SIDE OF THE RAILWAY.
 DG2642'
 DG2642'BV 031-6(SHDSAM) IS A STANDARD BRASS DISK OF THE STATE HIGHWAY
 DG2642'DEPARTMENT SURVEYS AND AERIAL MAPPING SET IN THE TOP OF AN
 DG2642'8 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 DG2642'IS LOCATED 33 FEET EAST OF THE CENTERLINE OF STATE ROUTE 54,
 DG2642'19.0 FEET NORTH-NORTHEAST OF TELEPHONE POLE NUMBER 521, AND
 DG2642'111.0 FEET SOUTH OF POWER POLE NUMBER 520.
 DG2642'
 DG2642'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 54
 DG2642'AND THE STATE ROUTE 54 ENTRANCE RAMP TO INTERSTATE 75 NORTHBOUND,
 DG2642'GO WEST ALONG THE STATE ROUTE 54 ENTRANCE RAMP TO INTERSTATE
 DG2642'75 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS A
 DG2642'STANDARD DISK STAMPED 031-208 AZMK, SET IN THE TOP OF A 10 INCH
 DG2642'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2642'GROUND.  IT IS LOCATED 61.0 FEET NORTH OF THE CENTERLINE OF
 DG2642'THE ENTRANCE RAMP, 3.5 FEET SOUTH OF A WITNESS POST, AND 205.0
 DG2642'FEET NORTHWEST OF A POWER POLE IN THE SOUTHWEST QUADRANT OF
 DG2642'THE INTERSECTION OF STATE ROUTE 54 AND THE INTERSTATE 75
 DG2642'RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2643 ***********************************************************************
 DG2643  DESIGNATION -  BV 031 6 SHDSAM 1974
 DG2643  PID         -  DG2643
 DG2643  STATE/COUNTY-  GA/CLAYTON
 DG2643  USGS QUAD   -  JONESBORO (1993)
 DG2643
 DG2643                         *CURRENT SURVEY CONTROL
 DG2643  ___________________________________________________________________
 DG2643* NAD 83(1994)-  33 34 26.76871(N)    084 20 30.12185(W)     ADJUSTED  
 DG2643* NAVD 88     -       288.     (meters)     945.     (feet)  VERTCON   
 DG2643  ___________________________________________________________________
 DG2643  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DG2643  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG2643
 DG2643  HORZ ORDER  -  SECOND
 DG2643
 DG2643.The horizontal coordinates were established by classical geodetic methods
 DG2643.and adjusted by the National Geodetic Survey in September 1997..
 DG2643
 DG2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2643
 DG2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2643
 DG2643.The geoid height was determined by GEOID03.
 DG2643
 DG2643;                    North         East     Units Scale Factor Converg.
 DG2643;SPC GA W     -   396,282.198   683,750.897   MT  0.99990325   -0 05 48.5
 DG2643;SPC GA W     - 1,300,135.84  2,243,272.73   sFT  0.99990325   -0 05 48.5
 DG2643;UTM  16      - 3,718,101.712   746,741.200   MT  1.00035064   +1 28 15.0
 DG2643
 DG2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2643!SPC GA W     -   0.99995938  x   0.99990325  =   0.99986264
 DG2643!UTM  16      -   0.99995938  x   1.00035064  =   1.00031001
 DG2643
 DG2643|---------------------------------------------------------------------|
 DG2643| PID    Reference Object                     Distance      Geod. Az  |
 DG2643|                                                           dddmmss.s |
 DG2643| DG2642 BV 031 208                           20.653 METERS 19134     |
 DG2643| DG2645 MORROW 2                            APPROX. 3.5 KM 3392721.4 |
 DG2643|---------------------------------------------------------------------|
 DG2643
 DG2643                          SUPERSEDED SURVEY CONTROL
 DG2643
 DG2643  NAD 83(1986)-  33 34 26.77595(N)    084 20 30.12089(W) AD(       ) 2
 DG2643  NAD 27      -  33 34 26.37817(N)    084 20 30.39384(W) AD(       ) 2
 DG2643  NGVD 29 (07/19/86)  288.     (m)          945.     (f) VERT ANG       
 DG2643
 DG2643.Superseded values are not recommended for survey control.
 DG2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2643.See file dsdata.txt to determine how the superseded data were derived.
 DG2643
 DG2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4674118102(NAD 83)
 DG2643_MARKER: DD = SURVEY DISK
 DG2643_SETTING: 0 = UNSPECIFIED SETTING
 DG2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2643
 DG2643  HISTORY     - Date     Condition        Report By
 DG2643  HISTORY     - 1974     MONUMENTED       GADT
 DG2643
 DG2643                          STATION DESCRIPTION
 DG2643
 DG2643'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2643'THE MARK IS A STANDARD BRASS DISK OF THE STATE HIGHWAY
 DG2643'DEPARTMENT SURVEYS AND AERIAL MAPPING THAT IS SET IN THE TOP
 DG2643'OF AN 8 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG2643'SURFACE.  IT IS LOCATED 33 FEET EAST OF THE CENTERLINE OF
 DG2643'STATE ROUTE 54, 19.0 FEET NORTH-NORTHEAST OF TELEPHONE POLE
 DG2643'NUMBER 521, AND 111.0 FEET SOUTH OF POWER POLE NUMBER 520.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1773 ***********************************************************************
 EE1773  DESIGNATION -  BV 033 200 GAHD 1972
 EE1773  PID         -  EE1773
 EE1773  STATE/COUNTY-  GA/COBB
 EE1773  USGS QUAD   -  KENNESAW (1992)
 EE1773
 EE1773                         *CURRENT SURVEY CONTROL
 EE1773  ___________________________________________________________________
 EE1773* NAD 83(1994)-  34 04 27.73854(N)    084 31 27.53239(W)     ADJUSTED  
 EE1773* NAVD 88     -       320.2    (meters)    1051.     (feet)  VERTCON   
 EE1773  ___________________________________________________________________
 EE1773  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EE1773  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1773
 EE1773  HORZ ORDER  -  SECOND
 EE1773
 EE1773.The horizontal coordinates were established by classical geodetic methods
 EE1773.and adjusted by the National Geodetic Survey in September 1997..
 EE1773
 EE1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1773
 EE1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1773
 EE1773.The geoid height was determined by GEOID03.
 EE1773
 EE1773;                    North         East     Units Scale Factor Converg.
 EE1773;SPC GA W     -   451,810.135   666,990.821   MT  0.99991343   -0 12 01.4
 EE1773;SPC GA W     - 1,482,313.75  2,188,285.72   sFT  0.99991343   -0 12 01.4
 EE1773;UTM  16      - 3,773,168.498   728,451.417   MT  1.00024340   +1 23 15.5
 EE1773
 EE1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1773!SPC GA W     -   0.99995435  x   0.99991343  =   0.99986779
 EE1773!UTM  16      -   0.99995435  x   1.00024340  =   1.00019774
 EE1773
 EE1773:                Primary Azimuth Mark                     Grid Az
 EE1773:SPC GA W     -  SWEAT MTN LOT                            097 32 23.6
 EE1773:UTM  16      -  SWEAT MTN LOT                            095 57 06.7
 EE1773
 EE1773|---------------------------------------------------------------------|
 EE1773| PID    Reference Object                     Distance      Geod. Az  |
 EE1773|                                                           dddmmss.s |
 EE1773| EE1709 SWEAT MTN LOT                       APPROX. 6.4 KM 0972022.2 |
 EE1773|---------------------------------------------------------------------|
 EE1773
 EE1773                          SUPERSEDED SURVEY CONTROL
 EE1773
 EE1773  NAD 83(1994)-  34 04 27.74454(N)    084 31 27.53331(W) AD(       ) 2
 EE1773  NAD 83(1986)-  34 04 27.74474(N)    084 31 27.53312(W) AD(       ) 2
 EE1773  NAD 27      -  34 04 27.38867(N)    084 31 27.78143(W) AD(       ) 2
 EE1773  NGVD 29 (07/19/86)  320.2    (m)         1051.     (f) VERT ANG       
 EE1773
 EE1773.Superseded values are not recommended for survey control.
 EE1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1773.See file dsdata.txt to determine how the superseded data were derived.
 EE1773
 EE1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2845173168(NAD 83)
 EE1773_MARKER: DD = SURVEY DISK
 EE1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1773+STABILITY: SURFACE MOTION
 EE1773
 EE1773  HISTORY     - Date     Condition        Report By
 EE1773  HISTORY     - 1972     MONUMENTED       GADT
 EE1773
 EE1773                          STATION DESCRIPTION
 EE1773
 EE1773'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1773'THE STATION IS LOCATED 8.3 MILES NORTH OF ELIZABETH, 3.2 MILES
 EE1773'SOUTHEAST OF THE INTERSECTION OF STATE ROUTES 92 AND 225, AND 10.0
 EE1773'MILES NORTHWEST OF ROSWELL.
 EE1773'
 EE1773'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5 AND
 EE1773'92, ABOUT 1 MILE SOUTH OF WOODSTOCK, GO SOUTH ON STATE ROUTE 5
 EE1773'FOR 0.85 MILE TO COUNTY ROAD 236 ON THE RIGHT, TURN RIGHT AND GO
 EE1773'WEST ON COUNTY ROAD 236 FOR 0.10 MILE TO THE STATION ON THE LEFT
 EE1773'IN A PASTURE NEAR A FENCE.
 EE1773'
 EE1773'THE STATION IS A STANDARD DISK STAMPED 033-200, SET IN A 10
 EE1773'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1773'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-200,
 EE1773'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER BELOW THE
 EE1773'SURFACE OF THE GROUND.  THE STATION IS LOCATED 25.8 FEET SOUTH OF
 EE1773'THE CENTERLINE OF COUNTY ROAD 236, 7.6 FEET SOUTH OF A FENCE,
 EE1773'AND 54.4 FEET SOUTHWEST OF A 4 INCH PINE TREE.
 EE1773'
 EE1773'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SWEAT
 EE1773'MTN LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3235 ***********************************************************************
 DG3235  DESIGNATION -  BV 033 201
 DG3235  PID         -  DG3235
 DG3235  STATE/COUNTY-  GA/COBB
 DG3235  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG3235
 DG3235                         *CURRENT SURVEY CONTROL
 DG3235  ___________________________________________________________________
 DG3235* NAD 83(1994)-  33 59 22.96732(N)    084 38 41.61740(W)     ADJUSTED  
 DG3235* NAVD 88     -       396.6    (meters)    1301.     (feet)  VERTCON   
 DG3235  ___________________________________________________________________
 DG3235  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DG3235  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG3235
 DG3235  HORZ ORDER  -  FIRST
 DG3235
 DG3235.The horizontal coordinates were established by classical geodetic methods
 DG3235.and adjusted by the National Geodetic Survey in September 1997..
 DG3235
 DG3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3235
 DG3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3235
 DG3235.The geoid height was determined by GEOID03.
 DG3235
 DG3235;                    North         East     Units Scale Factor Converg.
 DG3235;SPC GA W     -   442,465.843   655,817.995   MT  0.99992406   -0 16 02.5
 DG3235;SPC GA W     - 1,451,656.69  2,151,629.54   sFT  0.99992406   -0 16 02.5
 DG3235;UTM  16      - 3,763,515.659   717,538.326   MT  1.00018340   +1 19 01.7
 DG3235
 DG3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3235!SPC GA W     -   0.99994234  x   0.99992406  =   0.99986641
 DG3235!UTM  16      -   0.99994234  x   1.00018340  =   1.00012573
 DG3235
 DG3235:                Primary Azimuth Mark                     Grid Az
 DG3235:SPC GA W     -  BV 033 201 AZ MK                         020 09 37.2
 DG3235:UTM  16      -  BV 033 201 AZ MK                         018 34 33.0
 DG3235
 DG3235|---------------------------------------------------------------------|
 DG3235| PID    Reference Object                     Distance      Geod. Az  |
 DG3235|                                                           dddmmss.s |
 DG3235| CZ2932 BV 033 201 AZ MK                                   0195334.7 |
 DG3235|---------------------------------------------------------------------|
 DG3235
 DG3235                          SUPERSEDED SURVEY CONTROL
 DG3235
 DG3235  NAD 83(1994)-  33 59 22.97303(N)    084 38 41.61849(W) AD(       ) 1
 DG3235  NAD 83(1986)-  33 59 22.97324(N)    084 38 41.61805(W) AD(       ) 1
 DG3235  NAD 27      -  33 59 22.61007(N)    084 38 41.85207(W) AD(       ) 1
 DG3235  NGVD 29 (07/19/86)  396.6    (m)         1301.     (f) VERT ANG       
 DG3235
 DG3235.Superseded values are not recommended for survey control.
 DG3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3235.See file dsdata.txt to determine how the superseded data were derived.
 DG3235
 DG3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1753863516(NAD 83)
 DG3235_MARKER: DD = SURVEY DISK
 DG3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3235
 DG3235  HISTORY     - Date     Condition        Report By
 DG3235  HISTORY     - 1973     MONUMENTED       GADT
 DG3235
 DG3235                          STATION DESCRIPTION
 DG3235
 DG3235'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3235'THE STATION IS LOCATED 6.0 MILES NORTHWEST OF MARIETTA, AND 5.5
 DG3235'MILES SOUTH OF ACWORTH.
 DG3235'
 DG3235'TO REACH FROM THE INTERSECTION OF U.S. 41 AND STATE ROUTE 120 IN
 DG3235'MARIETTA, GO NORTH ON U.S. 41 FOR 2.2 MILES TO THE MARIETTA CITY
 DG3235'LIMITS.  CONTINUE AHEAD ON U.S. 41 FOR 5.6 MILES TO PINE MOUNTAIN
 DG3235'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON PINE MOUNTAIN ROAD FOR
 DG3235'2.1 MILES TO A T INTERSECTION AND STILESBORO ROAD.  TURN RIGHT ON
 DG3235'STILESBORO ROAD AND TRAVEL FOR 0.10 MILES TO BELMONT ROAD ON THE
 DG3235'LEFT.  TURN LEFT ON BELMONT ROAD AND GO 0.65 MILES TO THE
 DG3235'STATION SITE JUST SHORT OF THE TOP OF THE HILL, ON THE LEFT SIDE
 DG3235'OF THE STREET.
 DG3235'
 DG3235'THE STATION IS A STANDARD DISK STAMPED 033-201 AND SET IN A
 DG3235'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3235'UNDERGROUND MARK, STAMPED 033-201, WAS SET 0.7 METERS BELOW THE
 DG3235'STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3235'
 DG3235'THE STATION IS LOCATED 6.8 FEET NORTH OF A WITNESS POST, 73.5
 DG3235'FEET EAST OF THE CENTERLINE OF BELMONT ROAD, 28.0 FEET WEST OF A
 DG3235'CHAIN LINK FENCE, 16.8 FEET WEST OF A 15-INCH OAK TREE.
 DG3235'
 DG3235'THE AZIMUTH MARK IS LOCATED 0.25 MILES NORTH (AS MEASURED ALONG
 DG3235'BELMONT ROAD) FROM THE STATION.  THE STATION IS 14.0 FEET EAST OF
 DG3235'THE CENTERLINE OF BELMONT ROAD, 24.0 FEET WEST OF A 15-INCH OAK
 DG3235'TREE, AND 27.3 FEET NORTHWEST OF A 15-INCH OAK TREE.  IT IS A
 DG3235'STANDARD DISK STAMPED 033-201 AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3184 ***********************************************************************
 DG3184  DESIGNATION -  BV 033 202
 DG3184  PID         -  DG3184
 DG3184  STATE/COUNTY-  GA/COBB
 DG3184  USGS QUAD   -  MARIETTA (1992)
 DG3184
 DG3184                         *CURRENT SURVEY CONTROL
 DG3184  ___________________________________________________________________
 DG3184* NAD 83(1994)-  33 56 23.90029(N)    084 31 15.67193(W)     ADJUSTED  
 DG3184* NAVD 88     -       338.403  (meters)    1110.24   (feet)  ADJUSTED  
 DG3184  ___________________________________________________________________
 DG3184  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG3184  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG3184  DYNAMIC HT  -         338.033 (meters)    1109.03  (feet)  COMP
 DG3184  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 DG3184
 DG3184  HORZ ORDER  -  SECOND
 DG3184  VERT ORDER  -  SECOND    CLASS II
 DG3184
 DG3184.The horizontal coordinates were established by classical geodetic methods
 DG3184.and adjusted by the National Geodetic Survey in September 1997..
 DG3184
 DG3184.The orthometric height was determined by differential leveling
 DG3184.and adjusted by the National Geodetic Survey in July 2002..
 DG3184
 DG3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3184
 DG3184.The geoid height was determined by GEOID03.
 DG3184
 DG3184.The dynamic height is computed by dividing the NAVD 88
 DG3184.geopotential number by the normal gravity value computed on the
 DG3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3184.degrees latitude (g = 980.6199 gals.).
 DG3184
 DG3184.The modeled gravity was interpolated from observed gravity values.
 DG3184
 DG3184;                    North         East     Units Scale Factor Converg.
 DG3184;SPC GA W     -   436,902.528   667,243.332   MT  0.99991322   -0 11 52.2
 DG3184;SPC GA W     - 1,433,404.38  2,189,114.17   sFT  0.99991322   -0 11 52.2
 DG3184;UTM  16      - 3,758,268.637   729,116.468   MT  1.00024717   +1 23 04.8
 DG3184
 DG3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3184!SPC GA W     -   0.99995150  x   0.99991322  =   0.99986473
 DG3184!UTM  16      -   0.99995150  x   1.00024717  =   1.00019866
 DG3184
 DG3184:                Primary Azimuth Mark                     Grid Az
 DG3184:SPC GA W     -  BV 033 202 AZ MK                         349 26 36.5
 DG3184:UTM  16      -  BV 033 202 AZ MK                         347 51 39.5
 DG3184
 DG3184|---------------------------------------------------------------------|
 DG3184| PID    Reference Object                     Distance      Geod. Az  |
 DG3184|                                                           dddmmss.s |
 DG3184| CZ2933 BV 033 202 AZ MK                                   3491444.3 |
 DG3184|---------------------------------------------------------------------|
 DG3184
 DG3184                          SUPERSEDED SURVEY CONTROL
 DG3184
 DG3184  NAD 83(1994)-  33 56 23.90640(N)    084 31 15.67283(W) AD(       ) 2
 DG3184  NAD 83(1986)-  33 56 23.90647(N)    084 31 15.67244(W) AD(       ) 2
 DG3184  NAD 27      -  33 56 23.53993(N)    084 31 15.91893(W) AD(       ) 2
 DG3184  NGVD 29 (07/19/86)  338.7    (m)         1111.     (f) VERT ANG       
 DG3184
 DG3184.Superseded values are not recommended for survey control.
 DG3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3184.See file dsdata.txt to determine how the superseded data were derived.
 DG3184
 DG3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2911658269(NAD 83)
 DG3184_MARKER: DD = SURVEY DISK
 DG3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3184_STAMPING: BV 033 202
 DG3184_MARK LOGO: GADT  
 DG3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3184+STABILITY: SURFACE MOTION
 DG3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3184+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1998
 DG3184
 DG3184  HISTORY     - Date     Condition        Report By
 DG3184  HISTORY     - 1973     MONUMENTED       GADT
 DG3184  HISTORY     - 1976     GOOD             NGS
 DG3184  HISTORY     - 19980416 GOOD             NGS
 DG3184
 DG3184                          STATION DESCRIPTION
 DG3184
 DG3184'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3184'THE STATION IS LOCATED IN MARIETTA ON THE CAMPUS OF THE SOUTHERN
 DG3184'TECHNICAL INSTITUTE.
 DG3184'
 DG3184'TO REACH FROM THE INTERSECTION OF STATE ROUTE 120 AND U.S. 41 IN
 DG3184'MARIETTA, GO SOUTH ON U.S. 41 FOR 0.67 MILE TO CLAY STREET ON THE
 DG3184'RIGHT.  TURN RIGHT AND GO WEST ON CLAY STREET FOR 0.1 MILE TO
 DG3184'COLLEGE DRIVE ON THE LEFT.  TURN LEFT AND GO SOUTH ON COLLEGE
 DG3184'DRIVE FOR 0.2 MILES TO THE SECOND ROAD ON THE LEFT.  TURN LEFT AND
 DG3184'GO EAST FOR 0.6 MILE TO THE STATION ON THE NORTHWEST SIDE OF A
 DG3184'BUILDING.
 DG3184'
 DG3184'THE STATION IS A STANDARD DISK STAMPED 033-202 AND SET IN A
 DG3184'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3184'UNDERGROUND MARK, STAMPED 033-202, WAS SET IN AN IRREGULAR MASS
 DG3184'OF CONCRETE 0.82 METERS BELOW THE STATION.
 DG3184'
 DG3184'THE STATION IS LOCATED 212.1 FEET SOUTHEAST OF A POWER POLE, 58.3
 DG3184'FEET EAST OF A POWER POLE, 34.3 FEET NORTHWEST OF BUILDING, AND
 DG3184'51.2 FEET SOUTHWEST OF A TWIN ELM TREE.
 DG3184'
 DG3184'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF CLAY STREET
 DG3184'AND COLLEGE DRIVE, GO WEST ON CLAY STREET FOR 0.2 MILE TO LOCKHEED
 DG3184'AVE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON LOCKHEED AVE FOR
 DG3184'0.05 MILE TO THE MARK ON THE WEST SIDE OF THE STREET IN THE
 DG3184'CONCRETE PAVING.  THE MARK IS LOCATED 17.4 FEET EAST OF A 12-INCH
 DG3184'PINE TREE, 28.1 FEET EAST OF A POWER POLE, 34.2 FEET WEST OF A
 DG3184'22-INCH PINE TREE.  IT IS A STANDARD DISK STAMPED 033-202 AZI
 DG3184'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3184'THE GROUND.
 DG3184
 DG3184                          STATION RECOVERY (1976)
 DG3184
 DG3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WRN)
 DG3184'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DG3184'CONDITION.  THE FOLLOWING ERRORS WERE DISCOVERED IN THE STATION AND
 DG3184'AZIMUTH MARK DESCRIPTIONS.  THE LAST SENTENCE OF THE STATION TO
 DG3184'REACH PARAGRAPH SHOULD BE--TURN LEFT AND GO EAST FOR 0.06 MILE
 DG3184'TO THE STATION ON THE NORTHWEST SIDE OF A SOUTHERN TECHNICAL
 DG3184'INSTITUTE CLASSROOM BUILDING.  THE AZIMUTH MARK IS SET IN A
 DG3184'CONCRETE CURB INSTEAD OF CONCRETE PAVING.
 DG3184'
 DG3184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3184'IN MARIETTA.
 DG3184
 DG3184                          STATION RECOVERY (1998)
 DG3184
 DG3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 DG3184'THE STATION WAS RECOVERED AS DESCRIBED.  AN ADDITIONAL TO REACH HAS
 DG3184'BEEN ADDED.TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 41 (COBB
 DG3184'PARKWAY) AND STATE ROUTE 120 (SOUTH MARRIETTA PARKWAY) GO WEST ON
 DG3184'SOUTH MARRIETTA PRKY FOR 0.4 MI (0.6 KM) TO THE WEST (3RD) MAIN
 DG3184'ENTRANCE TO SOUTHERN TECH.  TURN LEFT AND GO 0.1 MI (0.2 KM) TO THE
 DG3184'STATION ON THE LEFT, BEHIND THE STUDENT CENTER AND BUILDING D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1779 ***********************************************************************
 EE1779  DESIGNATION -  BV 033 203
 EE1779  PID         -  EE1779
 EE1779  STATE/COUNTY-  GA/COBB
 EE1779  USGS QUAD   -  ACWORTH (1992)
 EE1779
 EE1779                         *CURRENT SURVEY CONTROL
 EE1779  ___________________________________________________________________
 EE1779* NAD 83(1994)-  34 01 53.79967(N)    084 37 42.70660(W)     ADJUSTED  
 EE1779* NAVD 88     -       341.5    (meters)    1120.     (feet)  VERTCON   
 EE1779  ___________________________________________________________________
 EE1779  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EE1779  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE1779
 EE1779  HORZ ORDER  -  SECOND
 EE1779
 EE1779.The horizontal coordinates were established by classical geodetic methods
 EE1779.and adjusted by the National Geodetic Survey in September 1997..
 EE1779
 EE1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1779
 EE1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1779
 EE1779.The geoid height was determined by GEOID03.
 EE1779
 EE1779;                    North         East     Units Scale Factor Converg.
 EE1779;SPC GA W     -   447,105.922   657,350.794   MT  0.99992242   -0 15 30.5
 EE1779;SPC GA W     - 1,466,880.01  2,156,658.40   sFT  0.99992242   -0 15 30.5
 EE1779;UTM  16      - 3,768,197.603   718,942.536   MT  1.00019095   +1 19 39.8
 EE1779
 EE1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1779!SPC GA W     -   0.99995100  x   0.99992242  =   0.99987342
 EE1779!UTM  16      -   0.99995100  x   1.00019095  =   1.00014194
 EE1779
 EE1779                          SUPERSEDED SURVEY CONTROL
 EE1779
 EE1779  NAD 83(1994)-  34 01 53.80525(N)    084 37 42.70808(W) AD(       ) 2
 EE1779  NAD 83(1986)-  34 01 53.80554(N)    084 37 42.70722(W) AD(       ) 2
 EE1779  NAD 27      -  34 01 53.44421(N)    084 37 42.94521(W) AD(       ) 2
 EE1779  NGVD 29 (07/19/86)  341.5    (m)         1120.     (f) VERT ANG       
 EE1779
 EE1779.Superseded values are not recommended for survey control.
 EE1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1779.See file dsdata.txt to determine how the superseded data were derived.
 EE1779
 EE1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1894368198(NAD 83)
 EE1779_MARKER: Z = SEE DESCRIPTION
 EE1779_SETTING: 0 = UNSPECIFIED SETTING
 EE1779
 EE1779  HISTORY     - Date     Condition        Report By
 EE1779  HISTORY     - 1973     MONUMENTED       GADT
 EE1779
 EE1779                          STATION DESCRIPTION
 EE1779
 EE1779'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1779'THE STATION AND THE UNDERGROUND MARK WERE DESTROYED BY W.M. JILES
 EE1779'THE PROPERTY OWNER.  THE AZIMUTH MARK WAS DESTROYED BY THE STATE
 EE1779'GEODETIC PARTY.
 EE1779'
 EE1779'MR. JILES CHANGED HIS MIND ABOUT LOCATING STATION ON HIS PROPERTY
 EE1779'AS THE STATION WAS BEING OCCUPIED AND BEFORE DESCRIPTIONS WERE
 EE1779'TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1774 ***********************************************************************
 EE1774  DESIGNATION -  BV 033 204
 EE1774  PID         -  EE1774
 EE1774  STATE/COUNTY-  GA/COBB
 EE1774  USGS QUAD   -  KENNESAW (1992)
 EE1774
 EE1774                         *CURRENT SURVEY CONTROL
 EE1774  ___________________________________________________________________
 EE1774* NAD 83(1994)-  34 01 58.94730(N)    084 32 02.59064(W)     ADJUSTED  
 EE1774* NAVD 88     -       328.2    (meters)    1077.     (feet)  VERTCON   
 EE1774  ___________________________________________________________________
 EE1774  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EE1774  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE1774
 EE1774  HORZ ORDER  -  SECOND
 EE1774
 EE1774.The horizontal coordinates were established by classical geodetic methods
 EE1774.and adjusted by the National Geodetic Survey in September 1997..
 EE1774
 EE1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1774
 EE1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1774
 EE1774.The geoid height was determined by GEOID03.
 EE1774
 EE1774;                    North         East     Units Scale Factor Converg.
 EE1774;SPC GA W     -   447,229.182   666,075.548   MT  0.99991418   -0 12 20.2
 EE1774;SPC GA W     - 1,467,284.41  2,185,282.86   sFT  0.99991418   -0 12 20.2
 EE1774;UTM  16      - 3,768,562.444   727,663.121   MT  1.00023897   +1 22 50.6
 EE1774
 EE1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1774!SPC GA W     -   0.99995309  x   0.99991418  =   0.99986728
 EE1774!UTM  16      -   0.99995309  x   1.00023897  =   1.00019205
 EE1774
 EE1774:                Primary Azimuth Mark                     Grid Az
 EE1774:SPC GA W     -  BV 033 204 AZ MK                         078 53 15.1
 EE1774:UTM  16      -  BV 033 204 AZ MK                         077 18 04.3
 EE1774
 EE1774|---------------------------------------------------------------------|
 EE1774| PID    Reference Object                     Distance      Geod. Az  |
 EE1774|                                                           dddmmss.s |
 EE1774| CZ4303 BV 033 204 AZ MK                                   0784054.9 |
 EE1774|---------------------------------------------------------------------|
 EE1774
 EE1774                          SUPERSEDED SURVEY CONTROL
 EE1774
 EE1774  NAD 83(1994)-  34 01 58.95337(N)    084 32 02.59153(W) AD(       ) 2
 EE1774  NAD 83(1986)-  34 01 58.95342(N)    084 32 02.59135(W) AD(       ) 2
 EE1774  NAD 27      -  34 01 58.59443(N)    084 32 02.83680(W) AD(       ) 2
 EE1774  NGVD 29 (07/19/86)  328.2    (m)         1077.     (f) VERT ANG       
 EE1774
 EE1774.Superseded values are not recommended for survey control.
 EE1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1774.See file dsdata.txt to determine how the superseded data were derived.
 EE1774
 EE1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2766368562(NAD 83)
 EE1774_MARKER: DD = SURVEY DISK
 EE1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1774
 EE1774  HISTORY     - Date     Condition        Report By
 EE1774  HISTORY     - 1973     MONUMENTED       GADT
 EE1774
 EE1774                          STATION DESCRIPTION
 EE1774
 EE1774'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1774'THE STATION IS LOCATED AIRLINE ABOUT 5.5 MILES NORTHEAST OF
 EE1774'MARIETTA, 4.0 MILES NORTHEAST OF ELIZABETH, AND 4.5 MILES EAST OF
 EE1774'KENNESAW.
 EE1774'
 EE1774'TO REACH THE STATION FROM THE JUNCTION OF U.S. 41 AND STATE ROUTE
 EE1774'5 NORTH OF MARIETTA, GO NORTH ON STATE ROUTE 5 FOR ABOUT 0.75
 EE1774'MILES TO INTERSTATE 75 (UNDER CONSTRUCTION).  CONTINUE AHEAD NORTH
 EE1774'ON STATE ROUTE 5 FOR 3.0 MILES TO A TRAFFIC LIGHT AND PIEDMONT
 EE1774'ROAD ON THE LEFT.  CONTINUE AHEAD NORTH ON STATE ROUTE 5 FOR 0.8
 EE1774'MILES TO SUHOLDEN CIRCLE NE ON THE LEFT.  TURN LEFT AND GO WEST
 EE1774'ON SUHOLDEN CIRCLE FOR 0.15 MILE TO EMBRY LANE ON THE RIGHT.
 EE1774'TURN RIGHT AND GO NORTH FOR 0.15 MILES TO A 90 DEGREE TURN TO THE
 EE1774'LEFT.  PROCEED AROUND THE TURN AND GO WEST 0.15 MILE TO A
 EE1774'PAVED STREET ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.05
 EE1774'MILE TO THE STATION ON THE RIGHT.
 EE1774'
 EE1774'THE STATION IS LOCATED 155.4 FEET SOUTH-SOUTHWEST OF A FIRE
 EE1774'HYDRANT AT A STREET CORNER, 75.8 FEET SOUTHWEST OF A BRICK MAILBOX,
 EE1774'22.0 FEET WEST OF THE CENTER OF THE STREET, 52.3 FEET
 EE1774'WEST-NORTHWEST OF A FENCE CORNER, AND 54.4 FEET NORTH OF A 10-INCH
 EE1774'TRIANGLE BLAZED OAK TREE.
 EE1774'
 EE1774'THE STATION IS A STANDARD DISK, STAMPED 033-204, SET IN A
 EE1774'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1774'THE GROUND.
 EE1774'
 EE1774'TO REACH THE AZIMUTH MARK FROM SUHOLDEN CIRCLE, GO NORTH ON
 EE1774'STATE ROUTE 5 FOR 0.15 MILE TO THE CHURCH OF GOD OF PROPHECY ON
 EE1774'THE LEFT.  TURN LEFT AND GO WEST ALONG THE CHURCH DRIVE FOR 0.03
 EE1774'MILE TO THE MARK IN THE REAR OF THE CHURCH.  THE MARK IS LOCATED
 EE1774'3.2 FEET WEST OF A POWER POLE, 185.4 FEET NORTH OF THE SOUTH
 EE1774'CORNER OF THE CHURCH.  IT IS A STANDARD DISK STAMPED 033-204 AZI
 EE1774'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH
 EE1774'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1777 ***********************************************************************
 EE1777  DESIGNATION -  BV 033 205
 EE1777  PID         -  EE1777
 EE1777  STATE/COUNTY-  GA/COBB
 EE1777  USGS QUAD   -  ACWORTH (1992)
 EE1777
 EE1777                         *CURRENT SURVEY CONTROL
 EE1777  ___________________________________________________________________
 EE1777* NAD 83(1994)-  34 01 10.35252(N)    084 41 01.06946(W)     ADJUSTED  
 EE1777* NAVD 88     -       305.0    (meters)    1001.     (feet)  VERTCON   
 EE1777  ___________________________________________________________________
 EE1777  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EE1777  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE1777
 EE1777  HORZ ORDER  -  SECOND
 EE1777
 EE1777.The horizontal coordinates were established by classical geodetic methods
 EE1777.and adjusted by the National Geodetic Survey in September 1997..
 EE1777
 EE1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1777
 EE1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1777
 EE1777.The geoid height was determined by GEOID03.
 EE1777
 EE1777;                    North         East     Units Scale Factor Converg.
 EE1777;SPC GA W     -   445,791.670   652,255.886   MT  0.99992809   -0 17 21.2
 EE1777;SPC GA W     - 1,462,568.17  2,139,942.85   sFT  0.99992809   -0 17 21.2
 EE1777;UTM  16      - 3,766,742.479   713,884.678   MT  1.00016396   +1 17 47.2
 EE1777
 EE1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1777!SPC GA W     -   0.99995672  x   0.99992809  =   0.99988481
 EE1777!UTM  16      -   0.99995672  x   1.00016396  =   1.00012067
 EE1777
 EE1777:                Primary Azimuth Mark                     Grid Az
 EE1777:SPC GA W     -  BV 033 205 AZ MK                         121 28 56.8
 EE1777:UTM  16      -  BV 033 205 AZ MK                         119 53 48.4
 EE1777
 EE1777|---------------------------------------------------------------------|
 EE1777| PID    Reference Object                     Distance      Geod. Az  |
 EE1777|                                                           dddmmss.s |
 EE1777| CZ4304 BV 033 205 AZ MK                                   1211135.6 |
 EE1777|---------------------------------------------------------------------|
 EE1777
 EE1777                          SUPERSEDED SURVEY CONTROL
 EE1777
 EE1777  NAD 83(1994)-  34 01 10.35793(N)    084 41 01.07099(W) AD(       ) 2
 EE1777  NAD 83(1986)-  34 01 10.35831(N)    084 41 01.06999(W) AD(       ) 2
 EE1777  NAD 27      -  34 01 09.99564(N)    084 41 01.30384(W) AD(       ) 2
 EE1777  NGVD 29 (07/19/86)  305.0    (m)         1001.     (f) VERT ANG       
 EE1777
 EE1777.Superseded values are not recommended for survey control.
 EE1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1777.See file dsdata.txt to determine how the superseded data were derived.
 EE1777
 EE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1388566742(NAD 83)
 EE1777_MARKER: DD = SURVEY DISK
 EE1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1777
 EE1777  HISTORY     - Date     Condition        Report By
 EE1777  HISTORY     - 1973     MONUMENTED       GADT
 EE1777
 EE1777                          STATION DESCRIPTION
 EE1777
 EE1777'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1777'THE STATION IS LOCATED AIRLINE ABOUT 9.7 MILES NORTHWEST OF
 EE1777'MARIETTA, 4.0 MILES WESTSOUTHWEST OF KENNESAW, AND 3.5 MILES
 EE1777'SOUTH OF ACWORTH, ON THE PROPERTY OF E.G. GILES.
 EE1777'
 EE1777'TO REACH FROM THE INTERSECTION OF U.S. 41 AND STATE ROUTE 293
 EE1777'SOUTH OF KENNESAW, GO NORTH ON U.S. 41 6.25 MILES TO THE JUNCTION
 EE1777'OF STATE ROUTE 176 ON THE LEFT.  TURN LEFT ON STATE ROUTE 176
 EE1777'AND GO SOUTH 0.25 MILE TO A FORK.  TAKE THE LEFT FORK, MARS HILL
 EE1777'CHURCH ROAD, AND GO SOUTH 0.35 MILE TO A FORK.  TAKE THE RIGHT
 EE1777'FORK AND CONTINUE SOUTH ON MARS HILL CHURCH ROAD 0.90 MILE TO A
 EE1777'GRADED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON GRADED
 EE1777'ROAD 0.05 MILE TO A PASTURE GATE ON THE LEFT.  PASS THROUGH
 EE1777'GATE AND WALK SOUTHEASTERLY ABOUT 100-YARDS THROUGH PASTURE TO
 EE1777'A POWER POLE AND THE STATION SITE.
 EE1777'
 EE1777'THE STATION IS 16.0 FEET NORTHWEST OF POWER POLE, 44.4 FEET
 EE1777'NORTH OF THE PASTURE FENCE, AND 85.7 FEET EAST OF A 6-INCH
 EE1777'APPLE TREE.
 EE1777'
 EE1777'THE STATION IS A STANDARD DISK, STAMPED 033-205, SET IN A
 EE1777'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE
 EE1777'UNDERGROUND MARK, A STANDARD DISK STAMPED 033-205, IS SET IN AN
 EE1777'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE STATION.
 EE1777'
 EE1777'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MARS HILL
 EE1777'CHURCH ROAD AND GRADED ROAD LEADING TO GATE, GO SOUTHEAST ON
 EE1777'MARS HILL CHURCH ROAD 0.15 MILE TO THE MARK ON THE RIGHT SIDE
 EE1777'OF THE ROAD.  THE MARK IS 16.4 FEET SOUTHWEST OF THE CENTERLINE
 EE1777'OF MARS HILL CHURCH ROAD, 1.8 FEET NORTHEAST OF FENCE, AND 13.7
 EE1777'FEET NORTHWEST OF A POWER POLE.  THE MARK IS A STANDARD DISK,
 EE1777'STAMPED AZI, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3187 ***********************************************************************
 DG3187  DESIGNATION -  BV 033 206 GAHD 1973
 DG3187  PID         -  DG3187
 DG3187  STATE/COUNTY-  GA/COBB
 DG3187  USGS QUAD   -  MARIETTA (1992)
 DG3187
 DG3187                         *CURRENT SURVEY CONTROL
 DG3187  ___________________________________________________________________
 DG3187* NAD 83(1994)-  33 54 19.30869(N)    084 36 22.91856(W)     ADJUSTED  
 DG3187* NAVD 88     -       329.2    (meters)    1080.     (feet)  VERTCON   
 DG3187  ___________________________________________________________________
 DG3187  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG3187  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DG3187
 DG3187  HORZ ORDER  -  SECOND
 DG3187
 DG3187.The horizontal coordinates were established by classical geodetic methods
 DG3187.and adjusted by the National Geodetic Survey in September 1997..
 DG3187
 DG3187.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3187
 DG3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3187
 DG3187.The geoid height was determined by GEOID03.
 DG3187
 DG3187;                    North         East     Units Scale Factor Converg.
 DG3187;SPC GA W     -   433,094.553   659,337.369   MT  0.99992038   -0 14 43.0
 DG3187;SPC GA W     - 1,420,911.05  2,163,176.02   sFT  0.99992038   -0 14 43.0
 DG3187;UTM  16      - 3,754,242.636   721,316.225   MT  1.00020385   +1 20 08.8
 DG3187
 DG3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3187!SPC GA W     -   0.99995294  x   0.99992038  =   0.99987333
 DG3187!UTM  16      -   0.99995294  x   1.00020385  =   1.00015678
 DG3187
 DG3187:                Primary Azimuth Mark                     Grid Az
 DG3187:SPC GA W     -  BV 033 207 GAHD 1973                     256 29 26.7
 DG3187:UTM  16      -  BV 033 207 GAHD 1973                     254 54 34.9
 DG3187
 DG3187|---------------------------------------------------------------------|
 DG3187| PID    Reference Object                     Distance      Geod. Az  |
 DG3187|                                                           dddmmss.s |
 DG3187| DG3185 BV 033 207 GAHD 1973                APPROX. 1.4 KM 2561443.7 |
 DG3187|---------------------------------------------------------------------|
 DG3187
 DG3187                          SUPERSEDED SURVEY CONTROL
 DG3187
 DG3187  NAD 83(1994)-  33 54 19.31427(N)    084 36 22.91934(W) AD(       ) 2
 DG3187  NAD 83(1986)-  33 54 19.31446(N)    084 36 22.91882(W) AD(       ) 2
 DG3187  NAD 27      -  33 54 18.94218(N)    084 36 23.15919(W) AD(       ) 2
 DG3187  NGVD 29 (07/19/86)  329.1    (m)         1080.     (f) VERT ANG       
 DG3187
 DG3187.Superseded values are not recommended for survey control.
 DG3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3187.See file dsdata.txt to determine how the superseded data were derived.
 DG3187
 DG3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2131654243(NAD 83)
 DG3187_MARKER: DD = SURVEY DISK
 DG3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3187+STABILITY: SURFACE MOTION
 DG3187
 DG3187  HISTORY     - Date     Condition        Report By
 DG3187  HISTORY     - 1973     MONUMENTED       GADT
 DG3187
 DG3187                          STATION DESCRIPTION
 DG3187
 DG3187'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3187'THE STATION IS LOCATED AIRLINE, ABOUT 4.5 MILES SOUTHWEST OF
 DG3187'MARIETTA, 5.0 MILES NORTHWEST OF SMYRNA, AND 4.0 MILES NORTHEAST
 DG3187'OF POWDER SPRINGS.
 DG3187'
 DG3187'TO REACH FROM THE JUNCTION OF STATE ROUTES 5 AND 120 AT THE
 DG3187'SQUARE IN MARIETTA, GO SOUTH ON STATE ROUTE 5, 2.4 MILES TO THE
 DG3187'MARIETTA CITY LIMITS.  CONTINUE SOUTHWEST ON STATE ROUTE 5, 2.4
 DG3187'MILES TO THE JUNCTION OF STATE ROUTE 360 ON THE RIGHT.  TURN
 DG3187'RIGHT ON STATE ROUTE 360 AND GO WEST 0.2 MILES TO THE STATION
 DG3187'ON THE RIGHT, JUST PAST JOHN WARD ROAD ON THE RIGHT.
 DG3187'
 DG3187'THE STATION IS 31.8 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 DG3187'360, 117.1 FEET EAST OF A UTILITY POLE, 131.7 FEET SOUTH-SOUTHEAST
 DG3187'OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 78.0 FEET SOUTH OF A
 DG3187'30-INCH RED OAK, 94 FEET WEST OF A UTILITY POLE, 130.0 FEET
 DG3187'NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF STATE ROUTE
 DG3187'360 AND JOHN WARD ROAD, AND 5.2 FEET SOUTH OF A WITNESS POST.
 DG3187'
 DG3187'THE STATION IS A STANDARD DISK SET IN A 10-INCH CYLINDRICAL
 DG3187'CONCRETE POST.  A SUBSURFACE MARK WAS SET IN AN IRREGULAR MASS
 DG3187'OF CONCRETE ABOUT ONE METER BELOW GROUND.  SURFACE AND SUBSURFACE
 DG3187'MARKS STAMPED 033-206.
 DG3187'
 DG3187'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV 033
 DG3187'207 (GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3185 ***********************************************************************
 DG3185  DESIGNATION -  BV 033 207 GAHD 1973
 DG3185  PID         -  DG3185
 DG3185  STATE/COUNTY-  GA/COBB
 DG3185  USGS QUAD   -  MARIETTA (1992)
 DG3185
 DG3185                         *CURRENT SURVEY CONTROL
 DG3185  ___________________________________________________________________
 DG3185* NAD 83(1994)-  33 54 08.59496(N)    084 37 15.39338(W)     ADJUSTED  
 DG3185* NAVD 88     -       301.6    (meters)     989.     (feet)  VERTCON   
 DG3185  ___________________________________________________________________
 DG3185  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DG3185  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DG3185
 DG3185  HORZ ORDER  -  SECOND
 DG3185
 DG3185.The horizontal coordinates were established by classical geodetic methods
 DG3185.and adjusted by the National Geodetic Survey in September 1997..
 DG3185
 DG3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3185
 DG3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3185
 DG3185.The geoid height was determined by GEOID03.
 DG3185
 DG3185;                    North         East     Units Scale Factor Converg.
 DG3185;SPC GA W     -   432,770.344   657,987.905   MT  0.99992175   -0 15 12.2
 DG3185;SPC GA W     - 1,419,847.37  2,158,748.65   sFT  0.99992175   -0 15 12.2
 DG3185;UTM  16      - 3,753,881.219   719,975.845   MT  1.00019656   +1 19 39.1
 DG3185
 DG3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3185!SPC GA W     -   0.99995728  x   0.99992175  =   0.99987903
 DG3185!UTM  16      -   0.99995728  x   1.00019656  =   1.00015383
 DG3185
 DG3185:                Primary Azimuth Mark                     Grid Az
 DG3185:SPC GA W     -  BV 033 206 GAHD 1973                     076 29 26.6
 DG3185:UTM  16      -  BV 033 206 GAHD 1973                     074 54 35.3
 DG3185
 DG3185|---------------------------------------------------------------------|
 DG3185| PID    Reference Object                     Distance      Geod. Az  |
 DG3185|                                                           dddmmss.s |
 DG3185| DG3187 BV 033 206 GAHD 1973                APPROX. 1.4 KM 0761414.4 |
 DG3185|---------------------------------------------------------------------|
 DG3185
 DG3185                          SUPERSEDED SURVEY CONTROL
 DG3185
 DG3185  NAD 83(1994)-  33 54 08.60047(N)    084 37 15.39422(W) AD(       ) 2
 DG3185  NAD 83(1986)-  33 54 08.60072(N)    084 37 15.39362(W) AD(       ) 2
 DG3185  NAD 27      -  33 54 08.22810(N)    084 37 15.63235(W) AD(       ) 2
 DG3185  NGVD 29 (07/19/86)  301.5    (m)          989.     (f) VERT ANG       
 DG3185
 DG3185.Superseded values are not recommended for survey control.
 DG3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3185.See file dsdata.txt to determine how the superseded data were derived.
 DG3185
 DG3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1997653881(NAD 83)
 DG3185_MARKER: DD = SURVEY DISK
 DG3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3185+STABILITY: SURFACE MOTION
 DG3185
 DG3185  HISTORY     - Date     Condition        Report By
 DG3185  HISTORY     - 1973     MONUMENTED       GADT
 DG3185
 DG3185                          STATION DESCRIPTION
 DG3185
 DG3185'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3185'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF SMYRNA,
 DG3185'5.5 MILES SOUTHWEST OF MARIETTA, AND 4.0 MILES NORTHEAST OF
 DG3185'POWDER SPRINGS.
 DG3185'
 DG3185'TO REACH FROM THE JUNCTION OF STATE ROUTES 5 AND 120 AT THE
 DG3185'SQUARE IN MARIETTA, GO SOUTH ON STATE ROUTE 5, 2.4 MILES TO THE
 DG3185'MARIETTA CITY LIMITS.  CONTINUE AHEAD SOUTHWESTERLY ON STATE
 DG3185'ROUTE 5, 2.4 MILES TO THE JUNCTION OF STATE ROUTE 360 ON THE
 DG3185'RIGHT.  TURN RIGHT AND GO WEST ON STATE ROUTE 360, 1.0 MILES TO
 DG3185'THE STATION ON THE RIGHT ABOUT MIDWAY IN A CURVE TO THE LEFT.
 DG3185'
 DG3185'THE STATION IS 66.2 FEET NORTHEAST OF THE INTERSECTION OF THE
 DG3185'CENTERLINES OF STATE ROUTE 360 AND A DRIVEWAY LEADING TO A STONE
 DG3185'HOUSE, 63.3 FEET SOUTHEAST OF A 14-INCH RED OAK, 33.2 FEET
 DG3185'SOUTH OF AN 8-INCH SILVER MAPLE, 103.6 FEET SOUTH OF THE
 DG3185'SOUTHWEST CORNER OF A STONE HOUSE, 112.6 FEET SOUTHWEST OF
 DG3185'SOUTHEAST CORNER OF THE STONE HOUSE, AND 2.1 FEET SOUTH OF A
 DG3185'WITNESS POST.
 DG3185'
 DG3185'THE STATION IS A STANDARD DISK STAMPED 033-207, SET IN A 10-INCH
 DG3185'CYLINDRICAL CONCRETE POST.  THE SUBSURFACE MARK, A STANDARD DISK
 DG3185'STAMPED 033-207, IS SET IN AN IRREGULAR MASS OF CONCRETE 0.83
 DG3185'METERS BELOW GROUND LEVEL.
 DG3185'
 DG3185'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 DG3185'033 206 (GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3232 ***********************************************************************
 DG3232  DESIGNATION -  BV 033 208
 DG3232  PID         -  DG3232
 DG3232  STATE/COUNTY-  GA/COBB
 DG3232  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG3232
 DG3232                         *CURRENT SURVEY CONTROL
 DG3232  ___________________________________________________________________
 DG3232* NAD 83(1994)-  33 54 25.16377(N)    084 40 00.24526(W)     ADJUSTED  
 DG3232* NAVD 88     -       307.0    (meters)    1007.     (feet)  VERTCON   
 DG3232  ___________________________________________________________________
 DG3232  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DG3232  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DG3232
 DG3232  HORZ ORDER  -  FIRST
 DG3232
 DG3232.The horizontal coordinates were established by classical geodetic methods
 DG3232.and adjusted by the National Geodetic Survey in September 1997..
 DG3232
 DG3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3232
 DG3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3232
 DG3232.The geoid height was determined by GEOID03.
 DG3232
 DG3232;                    North         East     Units Scale Factor Converg.
 DG3232;SPC GA W     -   433,300.480   653,755.423   MT  0.99992635   -0 16 44.3
 DG3232;SPC GA W     - 1,421,586.66  2,144,862.58   sFT  0.99992635   -0 16 44.3
 DG3232;UTM  16      - 3,754,294.487   715,729.240   MT  1.00017375   +1 18 07.6
 DG3232
 DG3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3232!SPC GA W     -   0.99995642  x   0.99992635  =   0.99988277
 DG3232!UTM  16      -   0.99995642  x   1.00017375  =   1.00013016
 DG3232
 DG3232:                Primary Azimuth Mark                     Grid Az
 DG3232:SPC GA W     -  BV 033 208 AZ MK                         355 10 18.6
 DG3232:UTM  16      -  BV 033 208 AZ MK                         353 35 26.7
 DG3232
 DG3232|---------------------------------------------------------------------|
 DG3232| PID    Reference Object                     Distance      Geod. Az  |
 DG3232|                                                           dddmmss.s |
 DG3232| CZ2934 BV 033 208 AZ MK                                   3545334.3 |
 DG3232|---------------------------------------------------------------------|
 DG3232
 DG3232                          SUPERSEDED SURVEY CONTROL
 DG3232
 DG3232  NAD 83(1994)-  33 54 25.16920(N)    084 40 00.24622(W) AD(       ) 1
 DG3232  NAD 83(1986)-  33 54 25.16961(N)    084 40 00.24548(W) AD(       ) 1
 DG3232  NAD 27      -  33 54 24.79682(N)    084 40 00.48007(W) AD(       ) 1
 DG3232  NGVD 29 (07/19/86)  306.9    (m)         1007.     (f) VERT ANG       
 DG3232
 DG3232.Superseded values are not recommended for survey control.
 DG3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3232.See file dsdata.txt to determine how the superseded data were derived.
 DG3232
 DG3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1572954294(NAD 83)
 DG3232_MARKER: DD = SURVEY DISK
 DG3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3232+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 DG3232
 DG3232  HISTORY     - Date     Condition        Report By
 DG3232  HISTORY     - 1973     MONUMENTED       GADT
 DG3232  HISTORY     - 20030719 GOOD             GESURV
 DG3232
 DG3232                          STATION DESCRIPTION
 DG3232
 DG3232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3232'THE STATION IS LOCATED 7.5 MILES SOUTHWEST OF MARIETTA, 6.6 MILES
 DG3232'NORTH-NORTHWEST OF AUSTELL, 10.1 MILES WEST-SOUTHWEST OF DALLAS
 DG3232'ON THE PROPERTY OF MR. MILTON IVIE.  DO NOT DRIVE TRUCK ON
 DG3232'PROPERTY, CONTACT MR. IVIE BEFORE USING THE STATION.
 DG3232'
 DG3232'TO REACH FROM THE INTERSECTION OF U.S. 41 AND STATE ROUTE 5 IN
 DG3232'MARIETTA, GO SOUTHWEST ON RAMP FROM U.S. 41 TO STATE ROUTE 5 FOR
 DG3232'0.19 MILES TO STATE ROUTE 5.  GO SOUTH ON STATE ROUTE 5 FOR
 DG3232'6.63 MILES TO THE INTERSECTION OF STATE ROUTE 360.  TURN RIGHT
 DG3232'AND GO WEST ON STATE ROUTE 360 FOR 3.93 MILES TO VILLA RICA
 DG3232'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON VILLA RICA ROAD
 DG3232'FOR 0.35 MILES TO THE STATION ON THE WEST SIDE OF THE ROAD.
 DG3232'
 DG3232'THE STATION IS A STANDARD DISK STAMPED 033-208 AND SET IN A
 DG3232'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3232'UNDERGROUND MARK, STAMPED 033-208, WAS SET IN AN IRREGULAR MASS
 DG3232'OF CONCRETE 0.90 METERS BELOW THE STATION.
 DG3232'
 DG3232'THE STATION IS LOCATED 49.3 FEET WEST OF THE CENTERLINE OF VILLA
 DG3232'RICA ROAD, 16.5 FEET EAST OF A WITNESS POST, 44.7 FEET SOUTHWEST
 DG3232'OF A 10-INCH PINE TREE, AND 49.2 FEET NORTHWEST OF A 12-INCH
 DG3232'SWEET GUM TREE.
 DG3232'
 DG3232'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON VILLA
 DG3232'RICA ROAD FOR 0.51 MILES TO THE MARK ON THE WEST SIDE OF THE
 DG3232'ROAD.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A
 DG3232'10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS LOCATED
 DG3232'48.8 FEET WEST OF THE CENTERLINE OF VILLA RICA ROAD, 19.2 FEET
 DG3232'SOUTHEAST OF A UTILITY POLE, AND 50.0 FEET EAST OF 30-INCH OAK
 DG3232'TREE.
 DG3232
 DG3232                          STATION RECOVERY (2003)
 DG3232
 DG3232'RECOVERY NOTE BY GEOSURVEY LTD 2003 (RSC)
 DG3232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3236 ***********************************************************************
 DG3236  DESIGNATION -  BV 033 209
 DG3236  PID         -  DG3236
 DG3236  STATE/COUNTY-  GA/COBB
 DG3236  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG3236
 DG3236                         *CURRENT SURVEY CONTROL
 DG3236  ___________________________________________________________________
 DG3236* NAD 83(1994)-  33 56 19.23822(N)    084 37 44.36469(W)     ADJUSTED  
 DG3236* NAVD 88     -       307.1    (meters)    1008.     (feet)  VERTCON   
 DG3236  ___________________________________________________________________
 DG3236  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DG3236  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DG3236
 DG3236  HORZ ORDER  -  FIRST
 DG3236
 DG3236.The horizontal coordinates were established by classical geodetic methods
 DG3236.and adjusted by the National Geodetic Survey in September 1997..
 DG3236
 DG3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3236
 DG3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3236
 DG3236.The geoid height was determined by GEOID03.
 DG3236
 DG3236;                    North         East     Units Scale Factor Converg.
 DG3236;SPC GA W     -   436,798.611   657,261.771   MT  0.99992251   -0 15 29.2
 DG3236;SPC GA W     - 1,433,063.44  2,156,366.33   sFT  0.99992251   -0 15 29.2
 DG3236;UTM  16      - 3,757,888.998   719,138.573   MT  1.00019202   +1 19 27.4
 DG3236
 DG3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3236!SPC GA W     -   0.99995641  x   0.99992251  =   0.99987892
 DG3236!UTM  16      -   0.99995641  x   1.00019202  =   1.00014842
 DG3236
 DG3236:                Primary Azimuth Mark                     Grid Az
 DG3236:SPC GA W     -  BV 033 209 AZ MK                         031 22 45.1
 DG3236:UTM  16      -  BV 033 209 AZ MK                         029 47 48.5
 DG3236
 DG3236|---------------------------------------------------------------------|
 DG3236| PID    Reference Object                     Distance      Geod. Az  |
 DG3236|                                                           dddmmss.s |
 DG3236| CZ2935 BV 033 209 AZ MK                                   0310715.9 |
 DG3236|---------------------------------------------------------------------|
 DG3236
 DG3236                          SUPERSEDED SURVEY CONTROL
 DG3236
 DG3236  NAD 83(1994)-  33 56 19.24379(N)    084 37 44.36581(W) AD(       ) 1
 DG3236  NAD 83(1986)-  33 56 19.24425(N)    084 37 44.36502(W) AD(       ) 1
 DG3236  NAD 27      -  33 56 18.87438(N)    084 37 44.60344(W) AD(       ) 1
 DG3236  NGVD 29 (07/19/86)  307.0    (m)         1007.     (f) VERT ANG       
 DG3236
 DG3236.Superseded values are not recommended for survey control.
 DG3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3236.See file dsdata.txt to determine how the superseded data were derived.
 DG3236
 DG3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1913957889(NAD 83)
 DG3236_MARKER: DD = SURVEY DISK
 DG3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3236
 DG3236  HISTORY     - Date     Condition        Report By
 DG3236  HISTORY     - 1973     MONUMENTED       GADT
 DG3236
 DG3236                          STATION DESCRIPTION
 DG3236
 DG3236'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3236'THE STATION IS LOCATED 7.5 MILES WEST-SOUTHWEST OF MARIETTA, 7.2
 DG3236'MILES NORTHWEST OF SMYRNA, AND 8.9 MILES NORTH OF AUSTELL ON THE
 DG3236'PROPERTY OF MRS. JORGEL CARNES.
 DG3236'
 DG3236'TO REACH FROM THE INTERSECTION OF U.S. 41 AND STATE ROUTE 5 IN
 DG3236'MARIETTA, GO SOUTHWEST ON RAMP FROM U.S. 41 TO STATE ROUTE 5 FOR
 DG3236'0.19 MILES TO STATE ROUTE 5.  GO SOUTH ON STATE ROUTE 5 FOR 6.63
 DG3236'MILES TO THE INTERSECTION OF STATE ROUTE 360.  TURN RIGHT AND
 DG3236'GO WEST ON STATE ROUTE 360 FOR 3.93 MILES TO VILLA RICA ROAD ON
 DG3236'THE RIGHT.  TURN RIGHT AND GO NORTH ON VILLA RICA ROAD FOR 3.65
 DG3236'MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO ALONG THE
 DG3236'DRIVEWAY FOR 0.05 MILES TO THE STATION NEXT TO THE PASTURE
 DG3236'FENCE.
 DG3236'
 DG3236'THE STATION IS A STANDARD DISK STAMPED 033-209 AND SET IN A
 DG3236'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3236'UNDERGROUND MARK, STAMPED 033-209, WAS SET IN AN IRREGULAR MASS
 DG3236'OF CONCRETE 0.75 METERS BELOW THE STATION.
 DG3236'
 DG3236'THE STATION IS LOCATED 3.0 FEET WEST OF A WITNESS POST, 46.7
 DG3236'FEET SOUTHWEST OF A 53-INCH OAK TREE, AND 44.8 FEET EAST OF THE
 DG3236'SOUTH CORNER OF THE BARN.
 DG3236'
 DG3236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON VILLA
 DG3236'RICA ROAD FOR 0.25 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 DG3236'AND GO WEST ON THE DRIVEWAY FOR 0.01 MILES TO THE MARK ON THE
 DG3236'NORTH SIDE OF THE DRIVEWAY.  THE MARK IS A STANDARD DISK
 DG3236'STAMPED AZI AND SET IN A 10-INCH CONCRETE POST FLUSH WITH THE
 DG3236'GROUND.  THE MARK IS LOCATED 18.5 FEET WEST OF THE CENTERLINE
 DG3236'OF VILLA RICA ROAD, AND 39.4 FEET NORTH OF THE CENTERLINE OF
 DG3236'THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3234 ***********************************************************************
 DG3234  DESIGNATION -  BV 033 210
 DG3234  PID         -  DG3234
 DG3234  STATE/COUNTY-  GA/COBB
 DG3234  USGS QUAD   -  LOST MOUNTAIN (1992)
 DG3234
 DG3234                         *CURRENT SURVEY CONTROL
 DG3234  ___________________________________________________________________
 DG3234* NAD 83(1994)-  33 52 30.73426(N)    084 39 57.26529(W)     ADJUSTED  
 DG3234* NAVD 88     -       294.3    (meters)     966.     (feet)  VERTCON   
 DG3234  ___________________________________________________________________
 DG3234  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DG3234  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DG3234
 DG3234  HORZ ORDER  -  FIRST
 DG3234
 DG3234.The horizontal coordinates were established by classical geodetic methods
 DG3234.and adjusted by the National Geodetic Survey in September 1997..
 DG3234
 DG3234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3234
 DG3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3234
 DG3234.The geoid height was determined by GEOID03.
 DG3234
 DG3234;                    North         East     Units Scale Factor Converg.
 DG3234;SPC GA W     -   429,774.696   653,814.844   MT  0.99992629   -0 16 41.8
 DG3234;SPC GA W     - 1,410,019.15  2,145,057.53   sFT  0.99992629   -0 16 41.8
 DG3234;UTM  16      - 3,750,770.809   715,885.918   MT  1.00017458   +1 18 05.4
 DG3234
 DG3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3234!SPC GA W     -   0.99995842  x   0.99992629  =   0.99988471
 DG3234!UTM  16      -   0.99995842  x   1.00017458  =   1.00013299
 DG3234
 DG3234:                Primary Azimuth Mark                     Grid Az
 DG3234:SPC GA W     -  BV 033 210 AZ MK                         086 54 42.4
 DG3234:UTM  16      -  BV 033 210 AZ MK                         085 19 55.2
 DG3234
 DG3234|---------------------------------------------------------------------|
 DG3234| PID    Reference Object                     Distance      Geod. Az  |
 DG3234|                                                           dddmmss.s |
 DG3234| CZ2936 BV 033 210 AZ MK                                   0863800.6 |
 DG3234| DG3231 LOST MOUNTAIN RESET                 APPROX. 8.6 KM 3400839.9 |
 DG3234|---------------------------------------------------------------------|
 DG3234
 DG3234                          SUPERSEDED SURVEY CONTROL
 DG3234
 DG3234  NAD 83(1994)-  33 52 30.73964(N)    084 39 57.26615(W) AD(       ) 1
 DG3234  NAD 83(1986)-  33 52 30.74000(N)    084 39 57.26553(W) AD(       ) 1
 DG3234  NAD 27      -  33 52 30.36458(N)    084 39 57.49953(W) AD(       ) 1
 DG3234  NGVD 29 (07/19/86)  294.2    (m)          965.     (f) VERT ANG       
 DG3234
 DG3234.Superseded values are not recommended for survey control.
 DG3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3234.See file dsdata.txt to determine how the superseded data were derived.
 DG3234
 DG3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1588650771(NAD 83)
 DG3234_MARKER: DD = SURVEY DISK
 DG3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3234
 DG3234  HISTORY     - Date     Condition        Report By
 DG3234  HISTORY     - 1973     MONUMENTED       GADT
 DG3234
 DG3234                          STATION DESCRIPTION
 DG3234
 DG3234'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3234'THE STATION IS LOCATED IN THE TOWN OF POWDER SPRINGS.
 DG3234'
 DG3234'TO REACH FROM THE JUNCTION OF U.S. 278 AND STATE ROUTE 176 IN
 DG3234'POWDER SPRINGS, GO NORTH ON STATE ROUTE 176, 0.95 MILES TO A
 DG3234'CROSSROADS AT MACEDONIA ROAD.  TURN RIGHT AND GO EAST ON
 DG3234'MACEDONIA ROAD, 0.5 MILES TO FORREST HILL ROAD ON THE
 DG3234'RIGHT.  CONTINUE EAST ON MACEDONIA ROAD, 0.15 MILES TO THE
 DG3234'D.T. ERNHART RESIDENCE ON THE RIGHT AND THE STATION ON THE RIGHT
 DG3234'IN THE NORTHWEST CORNER OF THE LAWN.
 DG3234'
 DG3234'THE STATION IS 26.7 FEET SOUTH OF THE CENTERLINE OF MACEDONIA
 DG3234'ROAD, 33.3 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES
 DG3234'OF MACEDONIA ROAD AND THE DRIVE TO THE ERNHART RESIDENCE, 11.8
 DG3234'FEET WEST OF THE WEST EDGE OF THE DRIVE, 51.0 FEET NORTHWEST OF
 DG3234'THE NORTHWEST CORNER OF THE HOUSE, AND 5.5 FEET EAST OF A FENCE
 DG3234'CORNER, AND WITNESS POST.
 DG3234'
 DG3234'THE STATION IS A STANDARD DISK STAMPED 033-210 SET IN A 10-INCH
 DG3234'CYLINDRICAL CONCRETE POST.  THE SUBSURFACE MARK, A STANDARD
 DG3234'DISK STAMPED 033-210, WAS SET IN IRREGULAR MASS OF CONCRETE ABOUT
 DG3234'0.80 METERS BELOW GROUND.
 DG3234'
 DG3234'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 DG3234'MACEDONIA ROAD 0.15 MILES TO THE MARK ON THE LEFT.  THE MARK IS
 DG3234'32.4 FEET SOUTHEAST OF A 36-INCH TRIANGLE BLAZED BEECH TREE,
 DG3234'123.5 FEET NORTHWEST OF A UTILITY POLE, 19.4 FEET NORTH OF THE
 DG3234'CENTERLINE OF MACEDONIA ROAD, AND 96.6 FEET NORTHEAST OF A
 DG3234'UTILITY POLE.  THE MARK IS A STANDARD DISK STAMPED AZI SET IN A
 DG3234'10-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3191 ***********************************************************************
 DG3191  DESIGNATION -  BV 033 211
 DG3191  PID         -  DG3191
 DG3191  STATE/COUNTY-  GA/COBB
 DG3191  USGS QUAD   -  MARIETTA (1992)
 DG3191
 DG3191                         *CURRENT SURVEY CONTROL
 DG3191  ___________________________________________________________________
 DG3191* NAD 83(1994)-  33 59 50.86132(N)    084 30 20.28628(W)     ADJUSTED  
 DG3191* NAVD 88     -       345.2    (meters)    1133.     (feet)  VERTCON   
 DG3191  ___________________________________________________________________
 DG3191  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG3191  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG3191
 DG3191  HORZ ORDER  -  SECOND
 DG3191
 DG3191.The horizontal coordinates were established by classical geodetic methods
 DG3191.and adjusted by the National Geodetic Survey in September 1997..
 DG3191
 DG3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3191
 DG3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3191
 DG3191.The geoid height was determined by GEOID03.
 DG3191
 DG3191;                    North         East     Units Scale Factor Converg.
 DG3191;SPC GA W     -   443,273.932   668,686.607   MT  0.99991208   -0 11 22.3
 DG3191;SPC GA W     - 1,454,307.89  2,193,849.31   sFT  0.99991208   -0 11 22.3
 DG3191;UTM  16      - 3,764,679.663   730,383.531   MT  1.00025434   +1 23 43.3
 DG3191
 DG3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3191!SPC GA W     -   0.99995042  x   0.99991208  =   0.99986251
 DG3191!UTM  16      -   0.99995042  x   1.00025434  =   1.00020475
 DG3191
 DG3191:                Primary Azimuth Mark                     Grid Az
 DG3191:SPC GA W     -  BV 033 211 AZ MK                         231 36 06.0
 DG3191:UTM  16      -  BV 033 211 AZ MK                         230 01 00.4
 DG3191
 DG3191|---------------------------------------------------------------------|
 DG3191| PID    Reference Object                     Distance      Geod. Az  |
 DG3191|                                                           dddmmss.s |
 DG3191| CZ2937 BV 033 211 AZ MK                                   2312443.7 |
 DG3191|---------------------------------------------------------------------|
 DG3191
 DG3191                          SUPERSEDED SURVEY CONTROL
 DG3191
 DG3191  NAD 83(1994)-  33 59 50.86752(N)    084 30 20.28704(W) AD(       ) 2
 DG3191  NAD 83(1986)-  33 59 50.86749(N)    084 30 20.28690(W) AD(       ) 2
 DG3191  NAD 27      -  33 59 50.50588(N)    084 30 20.53328(W) AD(       ) 2
 DG3191  NGVD 29 (07/19/86)  345.2    (m)         1133.     (f) VERT ANG       
 DG3191
 DG3191.Superseded values are not recommended for survey control.
 DG3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3191.See file dsdata.txt to determine how the superseded data were derived.
 DG3191
 DG3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3038464680(NAD 83)
 DG3191_MARKER: DD = SURVEY DISK
 DG3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3191
 DG3191  HISTORY     - Date     Condition        Report By
 DG3191  HISTORY     - 1973     MONUMENTED       GADT
 DG3191
 DG3191                          STATION DESCRIPTION
 DG3191
 DG3191'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3191'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTH OF
 DG3191'MARIETTA, 8.0 MILES SOUTH-SOUTHWEST OF ROSWELL AND 5.5 MILES
 DG3191'SOUTH-SOUTHWEST OF SWEAT MOUNTAIN.
 DG3191'
 DG3191'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 41
 DG3191'AND STATE ROUTE 5 NORTH OF MARIETTA, GO NORTHEAST ON STATE ROUTE
 DG3191'5 FOR 1.85 MILES TO SANDY PLAINS ROAD ON THE RIGHT.  TURN RIGHT
 DG3191'AND GO EAST ON SANDY PLAINS ROAD FOR 1.2 MILES TO THE INTERSECTION
 DG3191'OF SANDY PLAINS ROAD AND THE ENTRANCE TO HASTY ACRES HOUSING
 DG3191'DEVELOPMENT AND THE STATION ON THE RIGHT.
 DG3191'
 DG3191'THE STATION MARK IS A STANDARD DISK STAMPED 033-211 SET IN A
 DG3191'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3191'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-211
 DG3191'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3 FEET
 DG3191'BENEATH THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 62.0
 DG3191'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF SANDY PLAINS ROAD
 DG3191'67.0 FEET FROM THE POINT OF INTERSECTION OF HASTY ROAD WITH
 DG3191'SANDY PLAINS ROAD.  31.0 FEET SOUTHWEST OF THE SOUTHWEST
 DG3191'CORNER OF THE HASTY PLAINS ENTRANCE SIGN.
 DG3191'
 DG3191'TO REACH THE AZIMUTH MARK TRAVEL SOUTH ON SANDY PLAINS ROAD FOR
 DG3191'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED ON THE
 DG3191'LAWN OF THE C.G. MILTON HOME.  IT IS A STANDARD DISK STAMPED
 DG3191'033-211 AZI SET IN A 10 INCH POST SET FLUSH WITH THE SURFACE OF
 DG3191'THE GROUND.  IT IS 4.6 FEET EAST OF THE EDGE OF THE PAVEMENT OF
 DG3191'SANDY PLAINS ROAD.  44.0 FEET SOUTH OF A UTILITY POLE AND 136.0
 DG3191'FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE MILTON
 DG3191'DRIVEWAY WITH SANDY PLAINS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2831 ***********************************************************************
 DG2831  DESIGNATION -  BV 033 212
 DG2831  PID         -  DG2831
 DG2831  STATE/COUNTY-  GA/COBB
 DG2831  USGS QUAD   -  SANDY SPRINGS (1993)
 DG2831
 DG2831                         *CURRENT SURVEY CONTROL
 DG2831  ___________________________________________________________________
 DG2831* NAD 83(1994)-  33 55 21.44634(N)    084 29 09.36263(W)     ADJUSTED  
 DG2831* NAVD 88     -       300.6    (meters)     986.     (feet)  VERTCON   
 DG2831  ___________________________________________________________________
 DG2831  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DG2831  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG2831
 DG2831  HORZ ORDER  -  SECOND
 DG2831
 DG2831.The horizontal coordinates were established by classical geodetic methods
 DG2831.and adjusted by the National Geodetic Survey in September 1997..
 DG2831
 DG2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2831
 DG2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2831
 DG2831.The geoid height was determined by GEOID03.
 DG2831
 DG2831;                    North         East     Units Scale Factor Converg.
 DG2831;SPC GA W     -   434,967.768   670,480.727   MT  0.99991074   -0 10 41.4
 DG2831;SPC GA W     - 1,427,056.75  2,199,735.52   sFT  0.99991074   -0 10 41.4
 DG2831;UTM  16      - 3,756,423.367   732,407.183   MT  1.00026590   +1 24 13.2
 DG2831
 DG2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2831!SPC GA W     -   0.99995743  x   0.99991074  =   0.99986818
 DG2831!UTM  16      -   0.99995743  x   1.00026590  =   1.00022332
 DG2831
 DG2831:                Primary Azimuth Mark                     Grid Az
 DG2831:SPC GA W     -  BV 033 212 AZ MK                         152 06 09.6
 DG2831:UTM  16      -  BV 033 212 AZ MK                         150 31 15.0
 DG2831
 DG2831|---------------------------------------------------------------------|
 DG2831| PID    Reference Object                     Distance      Geod. Az  |
 DG2831|                                                           dddmmss.s |
 DG2831| CZ2938 BV 033 212 AZ MK                                   1515528.2 |
 DG2831| DG3188 MARIETTA HICKORY HILL MUN TANK      APPROX. 7.2 KM 2845046.3 |
 DG2831|---------------------------------------------------------------------|
 DG2831
 DG2831                          SUPERSEDED SURVEY CONTROL
 DG2831
 DG2831  NAD 83(1986)-  33 55 21.45282(N)    084 29 09.36309(W) AD(       ) 2
 DG2831  NAD 27      -  33 55 21.08458(N)    084 29 09.61044(W) AD(       ) 2
 DG2831  NGVD 29 (07/19/86)  300.6    (m)          986.     (f) VERT ANG       
 DG2831
 DG2831.Superseded values are not recommended for survey control.
 DG2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2831.See file dsdata.txt to determine how the superseded data were derived.
 DG2831
 DG2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3240756423(NAD 83)
 DG2831_MARKER: DD = SURVEY DISK
 DG2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2831
 DG2831  HISTORY     - Date     Condition        Report By
 DG2831  HISTORY     - 1973     MONUMENTED       GADT
 DG2831  HISTORY     - 1976     GOOD             GADT
 DG2831
 DG2831                          STATION DESCRIPTION
 DG2831
 DG2831'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2831'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE EAST OF DOBBINS
 DG2831'AIR FORCE BASE, AND 1.5 MILES SOUTHEAST OF MARIETTA AT THE
 DG2831'INTERSECTION OF STATE ROUTE 280 AND INTERSTATE I-75.
 DG2831'
 DG2831'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 41
 DG2831'AND STATE ROUTE 280 TRAVEL EAST ON STATE ROUTE 280 FOR 1.2 MILES
 DG2831'TO THE BRIDGE OVER INTERSTATE I-75.  THE STATION MARK IS A
 DG2831'STANDARD DISK STAMPED 033-212, SET IN A 10-INCH CYLINDRICAL
 DG2831'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2831'UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-212, SET IN AN
 DG2831'IRREGULAR MASS OF CONCRETE ABOUT 2.8 FEET BELOW THE SURFACE OF
 DG2831'THE GROUND.
 DG2831'
 DG2831'THE STATION IS 7.0 FEET SOUTHWEST OF THE SOUTHWEST BRIDGE
 DG2831'ABUTMENT, 21.8 FEET FROM THE CENTERLINE OF STATE ROUTE 280, AND
 DG2831'4.1 FEET FROM THE STATION WITNESS POST.
 DG2831'
 DG2831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 033-212 AZI, SET
 DG2831'IN A 10-INCH CYLINDRICAL CONCRETE POST.  TO REACH THE AZIMUTH
 DG2831'MARK FROM THE STATION GO SOUTH ALONG I-75 FOR 0.9 MILE TO THE
 DG2831'AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS LOCATED ON THE
 DG2831'RIDGE OF THE MEDIAN 59.4 FEET SOUTH OF A GROUP OF TREES, 86.3
 DG2831'FEET NORTH OF A GROUP OF TREES, AND 16.2 FEET WEST OF THE EAST
 DG2831'EDGE OF THE MEDIAN RIDGE.
 DG2831
 DG2831                          STATION RECOVERY (1976)
 DG2831
 DG2831'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DG2831'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DG2831'CONDITION.  THE DISTANCE FROM THE STATION TO THE AZIMUTH WAS
 DG2831'FOUND TO BE IN ERROR IN THE ORIGINAL DESCRIPTION.  THE DISTANCE
 DG2831'TO THE AZIMUTH MARK IN THE BOX DATA SHOULD BE 0.7 MILE INSTEAD
 DG2831'OF APPROX 0.3 MILES.  THE AZIMUTH TO REACH SHOULD READ .... FROM
 DG2831'THE STATION GO SOUTH ALONG INTERSTATE 75 FOR 0.7 MILE TO THE
 DG2831'AZIMUTH MARK ON THE LEFT.
 DG2831'
 DG2831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG2831'1.5 MILES SOUTHEAST OF MARIETTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2834 ***********************************************************************
 DG2834  DESIGNATION -  BV 033 213
 DG2834  PID         -  DG2834
 DG2834  STATE/COUNTY-  GA/COBB
 DG2834  USGS QUAD   -  SANDY SPRINGS (1993)
 DG2834
 DG2834                         *CURRENT SURVEY CONTROL
 DG2834  ___________________________________________________________________
 DG2834* NAD 83(1994)-  33 59 42.25054(N)    084 26 05.93967(W)     ADJUSTED  
 DG2834* NAVD 88     -       328.4    (meters)    1077.     (feet)  VERTCON   
 DG2834  ___________________________________________________________________
 DG2834  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DG2834  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG2834
 DG2834  HORZ ORDER  -  SECOND
 DG2834
 DG2834.The horizontal coordinates were established by classical geodetic methods
 DG2834.and adjusted by the National Geodetic Survey in September 1997..
 DG2834
 DG2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2834
 DG2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2834
 DG2834.The geoid height was determined by GEOID03.
 DG2834
 DG2834;                    North         East     Units Scale Factor Converg.
 DG2834;SPC GA W     -   442,989.303   675,212.643   MT  0.99990757   -0 09 00.1
 DG2834;SPC GA W     - 1,453,374.07  2,215,260.15   sFT  0.99990757   -0 09 00.1
 DG2834;UTM  16      - 3,764,575.601   736,917.316   MT  1.00029198   +1 26 05.4
 DG2834
 DG2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2834!SPC GA W     -   0.99995309  x   0.99990757  =   0.99986066
 DG2834!UTM  16      -   0.99995309  x   1.00029198  =   1.00024505
 DG2834
 DG2834:                Primary Azimuth Mark                     Grid Az
 DG2834:SPC GA W     -  BV 033 213 AZ MK                         011 06 54.0
 DG2834:UTM  16      -  BV 033 213 AZ MK                         009 31 48.5
 DG2834
 DG2834|---------------------------------------------------------------------|
 DG2834| PID    Reference Object                     Distance      Geod. Az  |
 DG2834|                                                           dddmmss.s |
 DG2834| CZ2939 BV 033 213 AZ MK                                   0105753.9 |
 DG2834|---------------------------------------------------------------------|
 DG2834
 DG2834                          SUPERSEDED SURVEY CONTROL
 DG2834
 DG2834  NAD 83(1986)-  33 59 42.25676(N)    084 26 05.94018(W) AD(       ) 2
 DG2834  NAD 27      -  33 59 41.89404(N)    084 26 06.19778(W) AD(       ) 2
 DG2834  NGVD 29 (07/19/86)  328.3    (m)         1077.     (f) VERT ANG       
 DG2834
 DG2834.Superseded values are not recommended for survey control.
 DG2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2834.See file dsdata.txt to determine how the superseded data were derived.
 DG2834
 DG2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3691764576(NAD 83)
 DG2834_MARKER: DD = SURVEY DISK
 DG2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2834
 DG2834  HISTORY     - Date     Condition        Report By
 DG2834  HISTORY     - 1973     MONUMENTED       GADT
 DG2834
 DG2834                          STATION DESCRIPTION
 DG2834
 DG2834'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2834'THE STATION IS LOCATED 5.0 MILES NORTHEAST OF MARIETTA, 4.0 MILES
 DG2834'SOUTHWEST OF ROSWELL, AND 8.0 MILES SOUTHWEST OF ALPHARETTA.
 DG2834'
 DG2834'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 41
 DG2834'AND STATE ROUTE 120, GO EAST ON STATE ROUTE 120 FOR 2.65 MILES
 DG2834'TO THE INTERSECTION OF STATE ROUTE 120 LOOP.  CONTINUE AHEAD ON
 DG2834'STATE ROUTE 120 FOR 3.4 MILES TO PROVIDENCE ROAD ON THE
 DG2834'LEFT.  TURN LEFT AND GO NORTHEAST ON PROVIDENCE ROAD FOR 0.6 MILE
 DG2834'TO A Y INTERSECTION, BEAR LEFT AND GO NORTH ON PINE ROAD FOR 0.85
 DG2834'MILES TO THE INTERSECTION OF PINE ROAD WITH SEWELL MILL ROAD,
 DG2834'BISHOP LAKE ROAD, AND JOHNSON FERRY ROAD.  TURN LEFT WEST, ON
 DG2834'SEWELL MILL ROAD FOR 300 FEET TO THE STATION ON THE RIGHT.
 DG2834'
 DG2834'THE STATION IS A STANDARD DISK STAMPED 033-213, SET IN A 10-INCH
 DG2834'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2834'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-213,
 DG2834'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3 FEET BENEATH
 DG2834'THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 5.7 FEET
 DG2834'NORTH OF THE WITNESS POST, 48.5 FEET NORTH OF THE CENTERLINE,
 DG2834'263.0 FEET WEST OF A UTILITY POLE, AND 278.0 FEET NORTHWEST OF
 DG2834'THE POINT OF INTERSECTION OF SEWELL MILL ROAD AND PINE ROAD.
 DG2834'
 DG2834'TO REACH THE AZIMUTH MARK PROCEED NORTH ON JOHNSON FERRY ROAD
 DG2834'FROM THE INTERSECTION WITH SEWELL MILL ROAD FOR 0.2 MILE TO THE
 DG2834'AZIMUTH MARK ON THE RIGHT.
 DG2834'
 DG2834'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 033-213 AZI, SET
 DG2834'IN A 10-INCH POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2834'AZIMUTH MARK IS LOCATED 29.0 FEET EAST OF THE CENTERLINE, 2.8
 DG2834'FEET NORTHWEST OF A UTILITY POLE, 30.0 FEET NORTHWEST OF A
 DG2834'DOUBLE WATEROAK TREE, AND 140.1 FEET NORTHWEST OF THE NORTHWEST
 DG2834'CORNER OF A FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3194 ***********************************************************************
 DG3194  DESIGNATION -  BV 033 214
 DG3194  PID         -  DG3194
 DG3194  STATE/COUNTY-  GA/COBB
 DG3194  USGS QUAD   -  MARIETTA (1992)
 DG3194
 DG3194                         *CURRENT SURVEY CONTROL
 DG3194  ___________________________________________________________________
 DG3194* NAD 83(1994)-  33 52 49.30177(N)    084 30 34.91949(W)     ADJUSTED  
 DG3194* NAVD 88     -       327.     (meters)    1073.     (feet)  VERTCON   
 DG3194  ___________________________________________________________________
 DG3194  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DG3194  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG3194
 DG3194  HORZ ORDER  -  SECOND
 DG3194
 DG3194.The horizontal coordinates were established by classical geodetic methods
 DG3194.and adjusted by the National Geodetic Survey in September 1997..
 DG3194
 DG3194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3194
 DG3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3194
 DG3194.The geoid height was determined by GEOID03.
 DG3194
 DG3194;                    North         East     Units Scale Factor Converg.
 DG3194;SPC GA W     -   430,287.524   668,267.694   MT  0.99991241   -0 11 28.4
 DG3194;SPC GA W     - 1,411,701.65  2,192,474.93   sFT  0.99991241   -0 11 28.4
 DG3194;UTM  16      - 3,751,682.196   730,323.391   MT  1.00025401   +1 23 19.9
 DG3194
 DG3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3194!SPC GA W     -   0.99995329  x   0.99991241  =   0.99986570
 DG3194!UTM  16      -   0.99995329  x   1.00025401  =   1.00020728
 DG3194
 DG3194:                Primary Azimuth Mark                     Grid Az
 DG3194:SPC GA W     -  BV 033 214 AZ MK                         066 50 37.0
 DG3194:UTM  16      -  BV 033 214 AZ MK                         065 15 48.7
 DG3194
 DG3194|---------------------------------------------------------------------|
 DG3194| PID    Reference Object                     Distance      Geod. Az  |
 DG3194|                                                           dddmmss.s |
 DG3194| CZ2940 BV 033 214 AZ MK                                   0663908.6 |
 DG3194| DG3195 BV 033 214 GADT 1973 PTA             25.514 METERS 10244     |
 DG3194|---------------------------------------------------------------------|
 DG3194
 DG3194                          SUPERSEDED SURVEY CONTROL
 DG3194
 DG3194  NAD 83(1994)-  33 52 49.30858(N)    084 30 34.91945(W) AD(       ) 2
 DG3194  NAD 83(1986)-  33 52 49.30861(N)    084 30 34.91944(W) AD(       ) 2
 DG3194  NAD 27      -  33 52 48.93456(N)    084 30 35.17628(W) AD(       ) 2
 DG3194  NGVD 29 (07/19/86)  327.     (m)         1073.     (f) VERT ANG       
 DG3194
 DG3194.Superseded values are not recommended for survey control.
 DG3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3194.See file dsdata.txt to determine how the superseded data were derived.
 DG3194
 DG3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3032351682(NAD 83)
 DG3194_MARKER: DD = SURVEY DISK
 DG3194_SETTING: 0 = UNSPECIFIED SETTING
 DG3194
 DG3194  HISTORY     - Date     Condition        Report By
 DG3194  HISTORY     - 1973     MONUMENTED       GADT
 DG3194  HISTORY     - 20030905 GOOD             GADT
 DG3194
 DG3194                          STATION DESCRIPTION
 DG3194
 DG3194'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3194'THE STATION IS LOCATED IN SOUTHEAST SMYRNA, 1.5 MILES SOUTH OF
 DG3194'DOBBINS AIRFORCE BASE AND 8.0 MILES SOUTHWEST OF SANDY SPRINGS
 DG3194'AND 8.0 MILES NORTHEAST OF AUSTELL.
 DG3194'
 DG3194'TO REACH THE STATION FROM THE SMYRNA POST OFFICE ON CHEROKEE ROAD,
 DG3194'GO EAST 0.5 MILE TO THE INTERSECTION OF GEORGIA ROUTE 3 (ATLANTA
 DG3194'STREET).  TURN RIGHT AND GO SOUTH 1.1 MILES TO LOVE STREET ON THE
 DG3194'LEFT.  TURN LEFT AND GO EAST 0.2 MILE TO THE STATION EMBEDDED IN
 DG3194'THE SIDEWALK ON THE NORTH SIDE OF LOVE STREET.
 DG3194'
 DG3194'THE STATION IS A STANDARD DISK STAMPED 033-214, SET IN A DRILL
 DG3194'HOLE FLUSH WITH THE CONCRETE OF THE SIDEWALK SURFACE.  NO
 DG3194'SUBSURFACE MARKER WAS SET.  THE STATION IS LOCATED 3.0 FEET SOUTH
 DG3194'OF A GUARDRAIL, 53.9 FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE
 DG3194'WINGWALL, 5.6 FEET SOUTHWEST OF A UTILITY POLE, AND 5.0 FEET
 DG3194'NORTH OF THE EDGE OF THE CURB ON THE NORTH SIDE OF LOVE STREET.
 DG3194'
 DG3194'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 DG3194'LOVE STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE
 DG3194'AZIMUTH MARK IS A STANDARD DISK STAMPED 033-214 AZI, SET IN A
 DG3194'DRILL HOLE FLUSH WITH THE SURFACE OF THE SIDEWALK.  IT IS LOCATED
 DG3194'6.8 FEET SOUTH OF THE CURB, 28.8 FEET NORTHWEST OF A STATE RIGHT
 DG3194'OF WAY MARKER, AND 15.5 FEET NORTHEAST OF A POWER POLE.
 DG3194
 DG3194                          STATION RECOVERY (2003)
 DG3194
 DG3194'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DG3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2836 ***********************************************************************
 DG2836  DESIGNATION -  BV 033 215
 DG2836  PID         -  DG2836
 DG2836  STATE/COUNTY-  GA/COBB
 DG2836  USGS QUAD   -  SANDY SPRINGS (1993)
 DG2836
 DG2836                         *CURRENT SURVEY CONTROL
 DG2836  ___________________________________________________________________
 DG2836* NAD 83(1994)-  33 57 45.12687(N)    084 24 18.28705(W)     ADJUSTED  
 DG2836* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 DG2836  ___________________________________________________________________
 DG2836  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DG2836  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2836
 DG2836  HORZ ORDER  -  SECOND
 DG2836
 DG2836.The horizontal coordinates were established by classical geodetic methods
 DG2836.and adjusted by the National Geodetic Survey in September 1997..
 DG2836
 DG2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2836
 DG2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2836
 DG2836.The geoid height was determined by GEOID03.
 DG2836
 DG2836;                    North         East     Units Scale Factor Converg.
 DG2836;SPC GA W     -   439,374.047   677,966.774   MT  0.99990598   -0 07 59.5
 DG2836;SPC GA W     - 1,441,513.02  2,224,295.99   sFT  0.99990598   -0 07 59.5
 DG2836;UTM  16      - 3,761,036.473   739,771.464   MT  1.00030876   +1 27 01.2
 DG2836
 DG2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2836!SPC GA W     -   0.99995392  x   0.99990598  =   0.99985991
 DG2836!UTM  16      -   0.99995392  x   1.00030876  =   1.00026267
 DG2836
 DG2836|---------------------------------------------------------------------|
 DG2836| PID    Reference Object                     Distance      Geod. Az  |
 DG2836|                                                           dddmmss.s |
 DG2836| DG2837 BV 033 215 GADT 1973 PTA             23.369 METERS 10111     |
 DG2836| CZ2941 BV 033 215 AZ MK                                   2074620.7 |
 DG2836|---------------------------------------------------------------------|
 DG2836
 DG2836                          SUPERSEDED SURVEY CONTROL
 DG2836
 DG2836  NAD 83(1986)-  33 57 45.13305(N)    084 24 18.28701(W) AD(       ) 2
 DG2836  NAD 27      -  33 57 44.76726(N)    084 24 18.55731(W) AD(       ) 2
 DG2836  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 DG2836
 DG2836.Superseded values are not recommended for survey control.
 DG2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2836.See file dsdata.txt to determine how the superseded data were derived.
 DG2836
 DG2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3977161036(NAD 83)
 DG2836_MARKER: DD = SURVEY DISK
 DG2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2836
 DG2836  HISTORY     - Date     Condition        Report By
 DG2836  HISTORY     - 1973     MONUMENTED       GADT
 DG2836
 DG2836                          STATION DESCRIPTION
 DG2836
 DG2836'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2836'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF SANDY
 DG2836'SPRINGS, 4.0 MILES EAST OF MARIETTA, AND 4.0 MILES SOUTHWEST OF
 DG2836'ROSWELL.
 DG2836'
 DG2836'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 41 AND
 DG2836'GEORGIA ROUTE 120 IN MARIETTA, GO EAST ON GEORGIA ROUTE 120 FOR
 DG2836'0.9 MILE TO LOWER ROSWELL ROAD ON THE RIGHT, BEAR RIGHT AND TRAVEL
 DG2836'EAST FOR 0.5 MILE TO GEORGIA STATE ROUTE 120 (LOOP).  CONTINUE
 DG2836'GOING EAST 1.9 MILES TO THE FORK FORMED BY LOWER ROSWELL ROAD AND
 DG2836'TERRELL MILL ROAD.  BEAR LEFT AND CONTINUE IN A NORTHEAST
 DG2836'DIRECTION FOR 2.9 MILES ON LOWER ROSWELL ROAD TO THE CROSSROADS
 DG2836'FORMED BY LOWER ROSWELL ROAD AND JOHNSON FERRY ROAD.  CONTINUE
 DG2836'EAST ON LOWER ROSWELL ROAD 0.2 MILE TO THE FIRST ROAD ON THE
 DG2836'RIGHT, LOCATED EAST OF THE MALL SHOPPING CENTER.  TAKE A
 DG2836'RIGHT ONTO THIS ROAD AND GO SOUTHEAST TO THE BOULEVARD TO
 DG2836'THE MEADOWS CONDOMINIUMS.  TAKE A RIGHT AND GO SOUTH 0.05
 DG2836'MILE TO THE STATION ON THE LEFT.
 DG2836'
 DG2836'THE STATION IS A STANDARD DISK STAMPED 033-215, SET IN A 10-INCH
 DG2836'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2836'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-215,
 DG2836'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3.0 FEET BELOW THE
 DG2836'SURFACE OF THE GROUND.  THE STATION IS LOCATED 8.5 FEET WEST OF
 DG2836'A WITNESS POST, 6.4 FEET EAST OF A CURB, 70.4 FEET NORTHEAST OF
 DG2836'A LAMP POLE IN THE MEDIAN, 43.0 FEET EAST-NORTHEAST OF A LAMP
 DG2836'POLE IN THE MEDIAN, AND 20.0 FEET EAST OF THE CENTERLINE OF
 DG2836'THE NORTHBOUND LANES OF THE BOULEVARD ENTRANCE TO THE MEADOWS.
 DG2836'
 DG2836'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS FORMED BY LOWER
 DG2836'ROSWELL ROAD AND JOHNSON FERRY ROAD, TURN SOUTH ONTO JOHNSON
 DG2836'FERRY ROAD AND GO 0.45 MILE TO RIVERHILL ROAD ON THE LEFT, TURN
 DG2836'LEFT AND GO EAST 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, IN
 DG2836'FRONT OF 4955 RIVERHILL ROAD.  THE AZIMUTH MARK IS A STANDARD
 DG2836'DISK STAMPED 033-215 AZI, EMBEDDED IN THE CONCRETE FLUSH WITH
 DG2836'ITS SURFACE.
 DG2836'
 DG2836'THE MARK IS 17.3 FEET NORTHEAST OF THE POINT OF INTERSECTION OF
 DG2836'RIVERHILL ROAD AND GREEN OAK RIDGE ROAD, 29.5 FEET EAST OF THE
 DG2836'CENTERLINE OF THE DRIVEWAY TO 4955 RIVERHILL ROAD, AND 61.7 FEET
 DG2836'WEST OF THE CENTERLINE OF THE DRIVEWAY TO 4965 RIVERHILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3229 ***********************************************************************
 DG3229  DESIGNATION -  BV 033 216
 DG3229  PID         -  DG3229
 DG3229  STATE/COUNTY-  GA/COBB
 DG3229  USGS QUAD   -  AUSTELL (1992)
 DG3229
 DG3229                         *CURRENT SURVEY CONTROL
 DG3229  ___________________________________________________________________
 DG3229* NAD 83(1994)-  33 51 47.57980(N)    084 37 57.42917(W)     ADJUSTED  
 DG3229* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 DG3229  ___________________________________________________________________
 DG3229  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DG3229  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG3229
 DG3229  HORZ ORDER  -  SECOND
 DG3229
 DG3229.The horizontal coordinates were established by classical geodetic methods
 DG3229.and adjusted by the National Geodetic Survey in September 1997..
 DG3229
 DG3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3229
 DG3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3229
 DG3229.The geoid height was determined by GEOID03.
 DG3229
 DG3229;                    North         East     Units Scale Factor Converg.
 DG3229;SPC GA W     -   428,430.717   656,888.329   MT  0.99992290   -0 15 34.7
 DG3229;SPC GA W     - 1,405,609.78  2,155,141.13   sFT  0.99992290   -0 15 34.7
 DG3229;UTM  16      - 3,749,511.735   718,996.085   MT  1.00019126   +1 19 10.8
 DG3229
 DG3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3229!SPC GA W     -   0.99995751  x   0.99992290  =   0.99988041
 DG3229!UTM  16      -   0.99995751  x   1.00019126  =   1.00014876
 DG3229
 DG3229|---------------------------------------------------------------------|
 DG3229| PID    Reference Object                     Distance      Geod. Az  |
 DG3229|                                                           dddmmss.s |
 DG3229| DG3227 BV 033 216 GADT 1973 PTA             27.300 METERS 01712     |
 DG3229| CZ2942 BV 033 216 AZ MK                                   1791620.6 |
 DG3229|---------------------------------------------------------------------|
 DG3229
 DG3229                          SUPERSEDED SURVEY CONTROL
 DG3229
 DG3229  NAD 83(1994)-  33 51 47.58541(N)    084 37 57.42980(W) AD(       ) 2
 DG3229  NAD 83(1986)-  33 51 47.58570(N)    084 37 57.42939(W) AD(       ) 2
 DG3229  NAD 27      -  33 51 47.21014(N)    084 37 57.66710(W) AD(       ) 2
 DG3229  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 DG3229
 DG3229.Superseded values are not recommended for survey control.
 DG3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3229.See file dsdata.txt to determine how the superseded data were derived.
 DG3229
 DG3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1899649512(NAD 83)
 DG3229_MARKER: DD = SURVEY DISK
 DG3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3229
 DG3229  HISTORY     - Date     Condition        Report By
 DG3229  HISTORY     - 1973     MONUMENTED       GADT
 DG3229
 DG3229                          STATION DESCRIPTION
 DG3229
 DG3229'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3229'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH OF AUSTELL,
 DG3229'7.0 MILES WEST OF SMYRNA, AND 4.3 MILES NORTHWEST OF MABLETON.
 DG3229'
 DG3229'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 78
 DG3229'(STATE ROUTE 5) AND STATE ROUTE 6 IN AUSTELL, GO EAST ON
 DG3229'U.S. ROUTE 78 FOR 1.0 MILE TO THE INTERSECTION OF U.S. ROUTE 78
 DG3229'AND STATE ROUTE 340.  TURN LEFT ON STATE ROUTE 340 AND GO NORTH
 DG3229'3.4 MILES TO THE INTERSECTION OF STATE ROUTE 340 AND HURT
 DG3229'ROAD.  TURN LEFT ON HURT ROAD AND GO WEST 2.0 MILES TO THE
 DG3229'INTERSECTION OF HURT ROAD AND STATE ROUTE 5 (POWDER SPRINGS
 DG3229'ROAD).  TURN LEFT ON STATE ROUTE 5 AND GO SOUTHEAST FOR 0.3
 DG3229'MILE TO THE INTERSECTION OF STATE ROUTE 5 AND MACEDONIA ROAD.
 DG3229'TURN LEFT AND GO SOUTH 0.2 MILE TO THE STATION ON THE RIGHT.
 DG3229'
 DG3229'THE STATION IS A STANDARD DISK STAMPED 033-216, SET IN A 10-INCH
 DG3229'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3229'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-216,
 DG3229'SET IN AN IRREGULAR MASS OF CONCRETE 0.82 METERS BELOW THE SURFACE
 DG3229'OF THE GROUND.
 DG3229'
 DG3229'THE STATION IS 3.0 FEET NORTH OF A WITNESS POST, 8.4 FEET EAST
 DG3229'OF A FENCE, AND 14.0 FEET WEST OF THE CENTERLINE OF MACEDONIA ROAD.
 DG3229'
 DG3229'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON MACEDONIA
 DG3229'ROAD 0.30 MILE TO THE MARK ON THE LEFT.
 DG3229'
 DG3229'THE MARK IS A STANDARD DISK STAMPED 033-216 AZI, SET IN A 10-INCH
 DG3229'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3229'
 DG3229'IT IS 4.3 FEET NORTH OF A UTILITY POLE, 9.3 FEET WEST OF A FENCE,
 DG3229'AND 16.0 FEET EAST OF THE CENTERLINE OF MACEDONIA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3204 ***********************************************************************
 DG3204  DESIGNATION -  BV 033 217
 DG3204  PID         -  DG3204
 DG3204  STATE/COUNTY-  GA/COBB
 DG3204  USGS QUAD   -  MABLETON (1992)
 DG3204
 DG3204                         *CURRENT SURVEY CONTROL
 DG3204  ___________________________________________________________________
 DG3204* NAD 83(1994)-  33 49 01.93587(N)    084 37 05.03774(W)     ADJUSTED  
 DG3204* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 DG3204  ___________________________________________________________________
 DG3204  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DG3204  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DG3204
 DG3204  HORZ ORDER  -  SECOND
 DG3204
 DG3204.The horizontal coordinates were established by classical geodetic methods
 DG3204.and adjusted by the National Geodetic Survey in September 1997..
 DG3204
 DG3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3204
 DG3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3204
 DG3204.The geoid height was determined by GEOID03.
 DG3204
 DG3204;                    North         East     Units Scale Factor Converg.
 DG3204;SPC GA W     -   423,321.509   658,212.464   MT  0.99992152   -0 15 04.4
 DG3204;SPC GA W     - 1,388,847.32  2,159,485.39   sFT  0.99992152   -0 15 04.4
 DG3204;UTM  16      - 3,744,439.553   720,460.846   MT  1.00019920   +1 19 34.3
 DG3204
 DG3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3204!SPC GA W     -   0.99995971  x   0.99992152  =   0.99988124
 DG3204!UTM  16      -   0.99995971  x   1.00019920  =   1.00015890
 DG3204
 DG3204:                Primary Azimuth Mark                     Grid Az
 DG3204:SPC GA W     -  BV 033 217 AZ MK                         237 32 04.0
 DG3204:UTM  16      -  BV 033 217 AZ MK                         235 57 25.3
 DG3204
 DG3204|---------------------------------------------------------------------|
 DG3204| PID    Reference Object                     Distance      Geod. Az  |
 DG3204|                                                           dddmmss.s |
 DG3204| CZ2943 BV 033 217 AZ MK                                   2371659.6 |
 DG3204| DG3230 KEN                                 APPROX. 3.9 KM 2914215.7 |
 DG3204| DG3219 CLARKSDALE CLARK THREAD CO TK       APPROX. 4.0 KM 2935416.5 |
 DG3204| DG3203 BV 033 217 GADT 1973 PTA             28.483 METERS 33130     |
 DG3204|---------------------------------------------------------------------|
 DG3204
 DG3204                          SUPERSEDED SURVEY CONTROL
 DG3204
 DG3204  NAD 83(1994)-  33 49 01.94164(N)    084 37 05.03896(W) AD(       ) 2
 DG3204  NAD 83(1986)-  33 49 01.94191(N)    084 37 05.03841(W) AD(       ) 2
 DG3204  NAD 27      -  33 49 01.55704(N)    084 37 05.28523(W) AD(       ) 2
 DG3204  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 DG3204
 DG3204.Superseded values are not recommended for survey control.
 DG3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3204.See file dsdata.txt to determine how the superseded data were derived.
 DG3204
 DG3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2046144440(NAD 83)
 DG3204_MARKER: DD = SURVEY DISK
 DG3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3204
 DG3204  HISTORY     - Date     Condition        Report By
 DG3204  HISTORY     - 1973     MONUMENTED       GADT
 DG3204
 DG3204                          STATION DESCRIPTION
 DG3204
 DG3204'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3204'THE STATION IS LOCATED 1.0 MILE EAST OF AUSTELL, 2.2 MILES WEST
 DG3204'OF MABLETON, AND 7.6 MILES SOUTHWEST OF SMYRNA.
 DG3204'
 DG3204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 78
 DG3204'(STATE ROUTE 5) AND STATE ROUTE 6 IN AUSTELL, GO EAST ON U.S. ROUTE
 DG3204'78 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.  PROCEED ALONG
 DG3204'U.S. ROUTE 78 FOR 0.15 MILE TO THE INTERSECTION OF U.S. ROUTE 78
 DG3204'AND STATE ROUTE 340.  TURN LEFT, NORTH, ON STATE ROUTE 340 AND GO
 DG3204'0.05 MILE TO THE STATION ON THE LEFT.
 DG3204'
 DG3204'THE STATION IS A STANDARD DISK STAMPED 033-217, SET IN A 10-INCH
 DG3204'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3204'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 033-217,
 DG3204'SET IN AN IRREGULAR MASS OF CONCRETE 0.68 METERS BELOW THE SURFACE
 DG3204'OF THE GROUND.
 DG3204'
 DG3204'THE STATION IS 146.7 FEET SOUTH OF A TELEPHONE POLE, 24.4 FEET
 DG3204'NORTH OF TWIN TELEPHONE POLES, 4.7 FEET WEST OF A WITNESS POST,
 DG3204'20.0 FEET WEST OF THE CENTERLINE OF STATE ROUTE 340, 14.8 FEET
 DG3204'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE ON STATE
 DG3204'ROUTE 340, AND 53.0 FEET SOUTHWEST OF THE SOUTH END OF A CULVERT
 DG3204'HEADWALL.
 DG3204'
 DG3204'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 033-217 AZI, SET
 DG3204'IN A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE.  IT
 DG3204'IS LOCATED 89.6 FEET EAST OF A POWER POLE, 30.0 FEET SOUTH OF THE
 DG3204'CENTERLINE OF U.S. ROUTE 78, 36.8 FEET WEST OF A POWER POLE,
 DG3204'61.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CENTER HILL
 DG3204'FURNITURE STORE, AND 23.7 FEET NORTHWEST OF THE CORNER FENCE
 DG3204'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3206 ***********************************************************************
 DG3206  DESIGNATION -  BV 033 218
 DG3206  PID         -  DG3206
 DG3206  STATE/COUNTY-  GA/COBB
 DG3206  USGS QUAD   -  MABLETON (1992)
 DG3206
 DG3206                         *CURRENT SURVEY CONTROL
 DG3206  ___________________________________________________________________
 DG3206* NAD 83(1994)-  33 48 57.03450(N)    084 33 53.20350(W)     ADJUSTED  
 DG3206* NAVD 88     -       322.     (meters)    1056.     (feet)  VERTCON   
 DG3206  ___________________________________________________________________
 DG3206  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DG3206  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG3206
 DG3206  HORZ ORDER  -  SECOND
 DG3206
 DG3206.The horizontal coordinates were established by classical geodetic methods
 DG3206.and adjusted by the National Geodetic Survey in September 1997..
 DG3206
 DG3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3206
 DG3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3206
 DG3206.The geoid height was determined by GEOID03.
 DG3206
 DG3206;                    North         East     Units Scale Factor Converg.
 DG3206;SPC GA W     -   423,150.154   663,144.894   MT  0.99991674   -0 13 17.6
 DG3206;SPC GA W     - 1,388,285.13  2,175,667.87   sFT  0.99991674   -0 13 17.6
 DG3206;UTM  16      - 3,744,404.030   725,397.572   MT  1.00022634   +1 21 21.0
 DG3206
 DG3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3206!SPC GA W     -   0.99995407  x   0.99991674  =   0.99987081
 DG3206!UTM  16      -   0.99995407  x   1.00022634  =   1.00018040
 DG3206
 DG3206|---------------------------------------------------------------------|
 DG3206| PID    Reference Object                     Distance      Geod. Az  |
 DG3206|                                                           dddmmss.s |
 DG3206| DG3209 BV 033 218 GADT 1973 PTA             23.574 METERS 06243     |
 DG3206| CZ2944 BV 033 218 AZ MK                                   1161240.5 |
 DG3206|---------------------------------------------------------------------|
 DG3206
 DG3206                          SUPERSEDED SURVEY CONTROL
 DG3206
 DG3206  NAD 83(1994)-  33 48 57.04150(N)    084 33 53.20547(W) AD(       ) 2
 DG3206  NAD 83(1986)-  33 48 57.04161(N)    084 33 53.20522(W) AD(       ) 2
 DG3206  NAD 27      -  33 48 56.66113(N)    084 33 53.45176(W) AD(       ) 2
 DG3206  NGVD 29 (07/19/86)  322.     (m)         1056.     (f) VERT ANG       
 DG3206
 DG3206.Superseded values are not recommended for survey control.
 DG3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3206.See file dsdata.txt to determine how the superseded data were derived.
 DG3206
 DG3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2539844404(NAD 83)
 DG3206_MARKER: DD = SURVEY DISK
 DG3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3206
 DG3206  HISTORY     - Date     Condition        Report By
 DG3206  HISTORY     - 1973     MONUMENTED       GADT
 DG3206
 DG3206                          STATION DESCRIPTION
 DG3206
 DG3206'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3206'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES EAST OF MABLETON,
 DG3206'4.2 MILES EAST OF AUSTELL AND 5.5 MILES SOUTH OF SMYRNA.
 DG3206'
 DG3206'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285 AND
 DG3206'U.S. ROUTE 78, APPROXIMATELY 2.0 MILES NORTHEAST OF THE FULTON
 DG3206'COUNTY AIRPORT, GO WEST ON U.S. ROUTE 78 (BANKHEAD HIGHWAY) FOR
 DG3206'4.8 MILES TO THE STATION ON THE RIGHT SIDE OF U.S. ROUTE 78.
 DG3206'
 DG3206'THE STATION IS A STANDARD DISK STAMPED 033-218, SET IN A 10-INCH
 DG3206'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 DG3206'MARK IS A STANDARD DISK STAMPED 033-218, SET IN AN IRREGULAR MASS
 DG3206'OF CONCRETE 0.73 METERS BELOW THE SURFACE OF THE GROUND.
 DG3206'
 DG3206'IT IS 8.5 FEET NORTH OF A WITNESS POST, 89.2 FEET WEST OF A
 DG3206'TELEPHONE POLE, 93.8 FEET EAST OF A TELEPHONE POLE AND 34.8 FEET
 DG3206'NORTHWEST OF THE POINT OF INTERSECTION OF U.S. ROUTE 78 AND A
 DG3206'DRIVE LEADING TO THE LELAND MOTEL.
 DG3206'
 DG3206'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST 0.15
 DG3206'MILE ON U.S. ROUTE 78 TO THE MARK ON THE LEFT SIDE OF U.S. ROUTE 78.
 DG3206'
 DG3206'THE MARK IS A STANDARD DISK STAMPED 033-218 AZI, SET IN A 10-INCH
 DG3206'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3206'
 DG3206'IT IS 4.8 FEET SOUTHWEST OF THE END OF A FENCE, 8.0 FEET WEST OF
 DG3206'A TELEPHONE POLE, AND 29.0 FEET NORTH OF THE CENTERLINE OF
 DG3206'U.S. ROUTE 78 (BANKHEAD HIGHWAY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2789 ***********************************************************************
 DG2789  DESIGNATION -  BV 033 219
 DG2789  PID         -  DG2789
 DG2789  STATE/COUNTY-  GA/COBB
 DG2789  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2789
 DG2789                         *CURRENT SURVEY CONTROL
 DG2789  ___________________________________________________________________
 DG2789* NAD 83(1994)-  33 51 50.09053(N)    084 28 48.50021(W)     ADJUSTED  
 DG2789* NAVD 88     -       325.8    (meters)    1069.     (feet)  VERTCON   
 DG2789  ___________________________________________________________________
 DG2789  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DG2789  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG2789
 DG2789  HORZ ORDER  -  SECOND
 DG2789
 DG2789.The horizontal coordinates were established by classical geodetic methods
 DG2789.and adjusted by the National Geodetic Survey in September 1997..
 DG2789
 DG2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2789
 DG2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2789
 DG2789.The geoid height was determined by GEOID03.
 DG2789
 DG2789;                    North         East     Units Scale Factor Converg.
 DG2789;SPC GA W     -   428,454.597   670,996.676   MT  0.99991037   -0 10 28.8
 DG2789;SPC GA W     - 1,405,688.12  2,201,428.26   sFT  0.99991037   -0 10 28.8
 DG2789;UTM  16      - 3,749,924.584   733,102.841   MT  1.00026990   +1 24 17.1
 DG2789
 DG2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2789!SPC GA W     -   0.99995350  x   0.99991037  =   0.99986387
 DG2789!UTM  16      -   0.99995350  x   1.00026990  =   1.00022338
 DG2789
 DG2789:                Primary Azimuth Mark                     Grid Az
 DG2789:SPC GA W     -  BV 033 219 AZ MK                         019 16 48.0
 DG2789:UTM  16      -  BV 033 219 AZ MK                         017 42 02.1
 DG2789
 DG2789|---------------------------------------------------------------------|
 DG2789| PID    Reference Object                     Distance      Geod. Az  |
 DG2789|                                                           dddmmss.s |
 DG2789| CZ2945 BV 033 219 AZ MK                                   0190619.2 |
 DG2789|---------------------------------------------------------------------|
 DG2789
 DG2789                          SUPERSEDED SURVEY CONTROL
 DG2789
 DG2789  NAD 83(1986)-  33 51 50.09856(N)    084 28 48.49905(W) AD(       ) 2
 DG2789  NAD 27      -  33 51 49.72183(N)    084 28 48.75799(W) AD(       ) 2
 DG2789  NGVD 29 (07/19/86)  325.7    (m)         1069.     (f) VERT ANG       
 DG2789
 DG2789.Superseded values are not recommended for survey control.
 DG2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2789.See file dsdata.txt to determine how the superseded data were derived.
 DG2789
 DG2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3310349925(NAD 83)
 DG2789_MARKER: DD = SURVEY DISK
 DG2789_SETTING: 0 = UNSPECIFIED SETTING
 DG2789
 DG2789  HISTORY     - Date     Condition        Report By
 DG2789  HISTORY     - 1973     MONUMENTED       GADT
 DG2789  HISTORY     - 20030905 MARK NOT FOUND   GADT
 DG2789
 DG2789                          STATION DESCRIPTION
 DG2789
 DG2789'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2789'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHEAST OF
 DG2789'SMYRNA, 6.5 MILES NORTH-NORTHEAST OF FULTON COUNTY AIRPORT, AND
 DG2789'6.5 MILES NORTHEAST OF MABLETON.
 DG2789'
 DG2789'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285 AND
 DG2789'INTERSTATE 75, 3.1 MILES EAST OF SMYRNA, GO SOUTHWEST ON INTERSTATE
 DG2789'285 FOR 2.2 MILES TO THE WEST PACES FERRY ROAD EXIT.  GO UP THE
 DG2789'RAMP FROM INTERSTATE 285 TO WEST PACES FERRY ROAD AND THE STATION
 DG2789'ON THE LEFT, IN THE SIDEWALK NEAR THE WEST END OF THE BRIDGE.
 DG2789'
 DG2789'THE STATION IS A STANDARD DISK STAMPED 033-219, SET IN A DRILL
 DG2789'HOLE FLUSH WITH THE CONCRETE OF THE BRIDGE SIDEWALK.  IT IS 3.7
 DG2789'FEET SOUTHWEST OF THE END OF THE BRIDGE ENDPOST, 3.4 FEET NORTH
 DG2789'OF THE CURB, AND 2.9 FEET SOUTH OF THE BACK OF THE CURB THAT IS
 DG2789'BEHIND THE GUARDRAIL.
 DG2789'
 DG2789'THE AZIMUTH MARK IS LOCATED UNDER THE RAILROAD BRIDGE THAT
 DG2789'CROSSES SPRINGHILL DRIVE.  TO REACH THE AZIMUTH FROM THE STATION,
 DG2789'GO WEST ON PACES FERRY ROAD FOR 0.55 MILE TO SPRINGHILL DRIVE ON
 DG2789'THE RIGHT.  TURN RIGHT ONTO SPRINGHILL DRIVE AND GO NORTH FOR
 DG2789'1.55 MILES TO THE MARK ON THE RIGHT BENEATH THE RAILROAD BRIDGE.
 DG2789'
 DG2789'THE MARK IS A STANDARD DISK STAMPED 033-219 AZI, SET IN A 10-INCH
 DG2789'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 DG2789'IS 4.0 FEET WEST OF THE FENCE, 15.7 FEET EAST OF THE CENTERLINE OF
 DG2789'SPRINGHILL ROAD, 53.9 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DG2789'WEST BENT OF THE RAILROAD BRIDGE.
 DG2789
 DG2789                          STATION RECOVERY (2003)
 DG2789
 DG2789'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DG2789'BELIEVED TO BE DESTROYED BY NEW BRIDGE CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1760 ***********************************************************************
 BT1760  DESIGNATION -  BV 035 200
 BT1760  PID         -  BT1760
 BT1760  STATE/COUNTY-  GA/COLQUITT
 BT1760  USGS QUAD   -  COTTON (1971)
 BT1760
 BT1760                         *CURRENT SURVEY CONTROL
 BT1760  ___________________________________________________________________
 BT1760* NAD 83(1994)-  31 09 00.90235(N)    084 00 04.27178(W)     ADJUSTED  
 BT1760* NAVD 88     -        98.9    (meters)     324.     (feet)  VERTCON   
 BT1760  ___________________________________________________________________
 BT1760  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BT1760  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT1760
 BT1760  HORZ ORDER  -  SECOND
 BT1760
 BT1760.The horizontal coordinates were established by classical geodetic methods
 BT1760.and adjusted by the National Geodetic Survey in September 1997..
 BT1760
 BT1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1760
 BT1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1760
 BT1760.The geoid height was determined by GEOID03.
 BT1760
 BT1760;                    North         East     Units Scale Factor Converg.
 BT1760;SPC GA W     -   127,518.363   715,777.650   MT  0.99990307   +0 05 08.2
 BT1760;SPC GA W     -   418,366.50  2,348,347.17   sFT  0.99990307   +0 05 08.2
 BT1760;UTM  16      - 3,450,126.083   785,896.167   MT  1.00060833   +1 33 08.3
 BT1760;UTM  17      - 3,450,132.220   213,877.483   MT  1.00060993   -1 33 12.7
 BT1760
 BT1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1760!SPC GA W     -   0.99998878  x   0.99990307  =   0.99989185
 BT1760!UTM  16      -   0.99998878  x   1.00060833  =   1.00059710
 BT1760!UTM  17      -   0.99998878  x   1.00060993  =   1.00059870
 BT1760
 BT1760:                Primary Azimuth Mark                     Grid Az
 BT1760:SPC GA W     -  BV 035 200 AZ MK                         091 52 45.5
 BT1760:UTM  16      -  BV 035 200 AZ MK                         090 24 45.4
 BT1760:UTM  17      -  BV 035 200 AZ MK                         093 31 06.4
 BT1760
 BT1760|---------------------------------------------------------------------|
 BT1760| PID    Reference Object                     Distance      Geod. Az  |
 BT1760|                                                           dddmmss.s |
 BT1760| CY8395 BV 035 200 AZ MK                                   0915753.7 |
 BT1760| BT1761 BV 035 200 GADT 1973 PTA              7.426 METERS 13241     |
 BT1760| BT1765 PELHAM TV STA WABW MAST             APPROX.10.0 KM 2604518.7 |
 BT1760| BT1764 COTTON RM 3                         APPROX. 3.1 KM 2764540.2 |
 BT1760|---------------------------------------------------------------------|
 BT1760
 BT1760                          SUPERSEDED SURVEY CONTROL
 BT1760
 BT1760  NAD 83(1986)-  31 09 00.90904(N)    084 00 04.27711(W) AD(       ) 2
 BT1760  NAD 27      -  31 09 00.24121(N)    084 00 04.64563(W) AD(       ) 2
 BT1760  NGVD 29 (07/19/86)   99.0    (m)          325.     (f) VERT ANG       
 BT1760
 BT1760.Superseded values are not recommended for survey control.
 BT1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1760.See file dsdata.txt to determine how the superseded data were derived.
 BT1760
 BT1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8589650126(NAD 83)
 BT1760_MARKER: DD = SURVEY DISK
 BT1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1760
 BT1760  HISTORY     - Date     Condition        Report By
 BT1760  HISTORY     - 1973     MONUMENTED       GADT
 BT1760
 BT1760                          STATION DESCRIPTION
 BT1760
 BT1760'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1760'THE STATION IS ABOUT 0.9 MILE SOUTH AND 4.0 MILES EAST OF
 BT1760'COTTON, 1.9 MILES NORTH AND 9.0 MILES EAST OF PELHAM, 5.4 MILES
 BT1760'NORTH AND 5.1 MILES EAST OF MEIGS.
 BT1760'
 BT1760'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY PAVED ROAD
 BT1760'NO. 133 AND GA. 93 IN COTTON, PROCEED NORTH ON GA. 93 FOR 1.35
 BT1760'MILES TO THE INTERSECTION OF GA. 93 AND COUNTY PAVED ROAD
 BT1760'NO. 181, TURN RIGHT AND PROCEED EAST ON COUNTY PAVED ROAD
 BT1760'NO. 181 FOR 3.20 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BT1760'THE AZIMUTH MARK FROM THE STATION PROCEED EAST ON PAVED COUNTY
 BT1760'ROAD NO. 181 FOR 0.15 MILES, THE AZIMUTH MARK IS ON THE LEFT AT
 BT1760'THE INTERSECTION OF PAVED COUNTY ROAD NO. 181 AND PAVED COUNTY
 BT1760'ROAD NO. 177.
 BT1760'
 BT1760'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1760'OF TRANSPORTATION, STAMPED 035-200.  THE SURFACE DISK IS SET IN
 BT1760'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1760'WITH THE GROUND.  IT IS 16.0 FEET SOUTH OF A FENCE, 28.5 FEET
 BT1760'NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 5.0 FEET EAST OF
 BT1760'A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1760'MASS OF CONCRETE 1.60 FEET BELOW THE SURFACE DISK.
 BT1760'
 BT1760'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1760'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1760'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1760'GROUND.  IT IS 30.6 FEET SOUTHEAST OF A FENCE CORNER, 45.2 FEET
 BT1760'WEST OF THE CENTERLINE OF A PAVED ROAD, AND 16.5 FEET NORTH OF
 BT1760'THE CENTERLINE OF PAVED ROAD NO. 181.
 BT1760'
 BT1760'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1243 ***********************************************************************
 DF1243  DESIGNATION -  BV 036 200
 DF1243  PID         -  DF1243
 DF1243  STATE/COUNTY-  GA/COLUMBIA
 DF1243  USGS QUAD   -  LEAH (1986)
 DF1243
 DF1243                         *CURRENT SURVEY CONTROL
 DF1243  ___________________________________________________________________
 DF1243* NAD 83(1994)-  33 41 39.70476(N)    082 18 21.99593(W)     ADJUSTED  
 DF1243* NAVD 88     -       101.8    (meters)     334.     (feet)  VERTCON   
 DF1243  ___________________________________________________________________
 DF1243  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DF1243  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DF1243
 DF1243  HORZ ORDER  -  SECOND
 DF1243
 DF1243.The horizontal coordinates were established by classical geodetic methods
 DF1243.and adjusted by the National Geodetic Survey in September 1997..
 DF1243
 DF1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1243
 DF1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1243
 DF1243.The geoid height was determined by GEOID03.
 DF1243
 DF1243;                    North         East     Units Scale Factor Converg.
 DF1243;SPC GA E     -   409,614.601   187,072.893   MT  0.99990206   -0 04 38.5
 DF1243;SPC GA E     - 1,343,877.24    613,754.98   sFT  0.99990206   -0 04 38.5
 DF1243;UTM  17      - 3,729,033.836   378,949.244   MT  0.99978065   -0 43 28.8
 DF1243
 DF1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1243!SPC GA E     -   0.99998861  x   0.99990206  =   0.99989067
 DF1243!UTM  17      -   0.99998861  x   0.99978065  =   0.99976926
 DF1243
 DF1243:                Primary Azimuth Mark                     Grid Az
 DF1243:SPC GA E     -  CLARKS HILL ATT MICROWAVE                107 32 29.5
 DF1243:UTM  17      -  CLARKS HILL ATT MICROWAVE                108 11 19.8
 DF1243
 DF1243|---------------------------------------------------------------------|
 DF1243| PID    Reference Object                     Distance      Geod. Az  |
 DF1243|                                                           dddmmss.s |
 DF1243| DF1236 CLARKS HILL ATT MICROWAVE           APPROX.12.3 KM 1072751.0 |
 DF1243|---------------------------------------------------------------------|
 DF1243
 DF1243                          SUPERSEDED SURVEY CONTROL
 DF1243
 DF1243  NAD 83(1986)-  33 41 39.70908(N)    082 18 21.99114(W) AD(       ) 2
 DF1243  NAD 27      -  33 41 39.24047(N)    082 18 22.54514(W) AD(       ) 2
 DF1243  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG       
 DF1243
 DF1243.Superseded values are not recommended for survey control.
 DF1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1243.See file dsdata.txt to determine how the superseded data were derived.
 DF1243
 DF1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7894929034(NAD 83)
 DF1243_MARKER: DD = SURVEY DISK
 DF1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1243+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 DF1243
 DF1243  HISTORY     - Date     Condition        Report By
 DF1243  HISTORY     - 1976     MONUMENTED       GADT
 DF1243  HISTORY     - 20040206 GOOD             USPSQD
 DF1243
 DF1243                          STATION DESCRIPTION
 DF1243
 DF1243'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1243'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF
 DF1243'LEAH, 6-1/4 MILES SOUTHEAST OF NEW HOPE, AND 10-1/4 MILES NORTH
 DF1243'OF APPLING ON THE PROPERTY OF THE FORT GORDON RECREATION AREA
 DF1243'AT CLARK HILL RESERVOIR.
 DF1243'
 DF1243'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 DF1243'STATE ROUTE 104 IN LEAH, GO NORTH ALONG STATE ROUTE 47 FOR 0.7
 DF1243'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 48 TO THE RIGHT. TURN
 DF1243'RIGHT GOING NORTHEAST ALONG COUNTY ROAD 48 (PIKE AVENUE) TOWARD
 DF1243'THE FORT GORDON RECREATIONAL AREA FOR 0.85 MILE TO THE JUNCTION
 DF1243'OF PAVED COUNTY ROAD 426 TO THE LEFT. CONTINUE GOING NORTHEAST
 DF1243'ALONG PIKE AVENUE FOR 0.55 MILE TO THE JUNCTION OF FINE CAMP
 DF1243'BEACH ROAD (COUNTY ROAD 50) FORKING TO THE LEFT. CONTINUE
 DF1243'GOING NORTHEAST ALONG PIKE AVENUE FOR 0.75 MILE TO A CONCRETE
 DF1243'BLOCK RESTROOM AT CAMPING AREA NUMBER 6 AND THE AZIMUTH MARK
 DF1243'ON THE LEFT. CONTINUE GOING NORTHEAST ALONG PIKE AVENUE FOR
 DF1243'0.15 MILE TO A CIRCLE AT THE END OF PIKE AVENUE AND THE
 DF1243'STATION.
 DF1243'
 DF1243'THE STATION IS LOCATED 112.3 FEET NORTH OF A POWER POLE WITH A
 DF1243'TRANSFORMER ON THE EAST SIDE OF THE CIRCLE, 103.4 FEET EAST-
 DF1243'NORTHEAST OF A 12 INCH TWIN OAK TREE ON THE NORTHWEST SIDE OF
 DF1243'THE THE CIRCLE, 122.0 FEET NORTHWEST OF A UTILITY LIGHT POLE,
 DF1243'32.7 FEET WEST OF THE SOUTHEAST CORNER OF A BLOCK PICNIC TABLE,
 DF1243'AND 3.0 FEET NORTHWEST OF A WITNESS POST SET BESIDE A PINE
 DF1243'TREE. IT IS A STANDARD BRASS DISK STAMPED---036-200 1976---,
 DF1243'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1243'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1243'STANDARD DISK STAMPED---036-200 1976---, SET IN AN IRREGULAR
 DF1243'MASS OF CONCRETE APPROXIMATELY 0.79 METER BELOW THE SURFACE
 DF1243'OF THE GROUND.
 DF1243'
 DF1243'THE AZIMUTH MARK IS LOCATED 290 FEET NORTH-NORTHWEST OF
 DF1243'THE CENTERLINE OF PIKE AVENUE, 150.3 FEET NORTH-NORTHEAST
 DF1243'OF A POWER POLE MARKED A119, 2.9 FEET NORTH-NORTHWEST OF
 DF1243'THE NORTHERN MOST CORNER OF A CONCRETE PICNIC TABLE,
 DF1243'25.0 FEET NORTHEAST OF A 12 INCH PINE TREE WITH A SIGN
 DF1243'(6TF) ATTACHED, 51.5 FEET EAST OF THE NORTHEAST CORNER OF
 DF1243'ANOTHER PICNIC TABLE, 16.5 FEET SOUTHWEST OF A 12 INCH PINE
 DF1243'TREE AT THE WATERLINE OF THE LAKE, AND 3.0 FEET SOUTH OF AN 8
 DF1243'INCH PINE TREE AT THE WATERLINE OF THE LAKE AND A WITNESS
 DF1243'POST. IT IS A STANDARD DISK STAMPED---036-200 1976 AZMK---,
 DF1243'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1243'INCHES BELOW THE SURFACE OF THE GROUND.
 DF1243'
 DF1243'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
 DF1243
 DF1243                          STATION RECOVERY (2004)
 DF1243
 DF1243'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 DF1243'PIKE AVENUE IS NOW ARMY ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1242 ***********************************************************************
 DF1242  DESIGNATION -  BV 036 201
 DF1242  PID         -  DF1242
 DF1242  STATE/COUNTY-  GA/COLUMBIA
 DF1242  USGS QUAD   -  LEAH (1986)
 DF1242
 DF1242                         *CURRENT SURVEY CONTROL
 DF1242  ___________________________________________________________________
 DF1242* NAD 83(1994)-  33 41 01.93937(N)    082 15 31.74464(W)     ADJUSTED  
 DF1242* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 DF1242  ___________________________________________________________________
 DF1242  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DF1242  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DF1242
 DF1242  HORZ ORDER  -  SECOND
 DF1242
 DF1242.The horizontal coordinates were established by classical geodetic methods
 DF1242.and adjusted by the National Geodetic Survey in September 1997..
 DF1242
 DF1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1242
 DF1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1242
 DF1242.The geoid height was determined by GEOID03.
 DF1242
 DF1242;                    North         East     Units Scale Factor Converg.
 DF1242;SPC GA E     -   408,446.241   191,456.069   MT  0.99990090   -0 03 04.0
 DF1242;SPC GA E     - 1,340,044.04    628,135.45   sFT  0.99990090   -0 03 04.0
 DF1242;UTM  17      - 3,727,816.194   383,318.387   MT  0.99976784   -0 41 53.6
 DF1242
 DF1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1242!SPC GA E     -   0.99998869  x   0.99990090  =   0.99988959
 DF1242!UTM  17      -   0.99998869  x   0.99976784  =   0.99975653
 DF1242
 DF1242:                Primary Azimuth Mark                     Grid Az
 DF1242:SPC GA E     -  BV 036 200                               284 55 31.7
 DF1242:UTM  17      -  BV 036 200                               285 34 21.3
 DF1242
 DF1242|---------------------------------------------------------------------|
 DF1242| PID    Reference Object                     Distance      Geod. Az  |
 DF1242|                                                           dddmmss.s |
 DF1242| DF1243 BV 036 200                          APPROX. 4.5 KM 2845227.7 |
 DF1242|---------------------------------------------------------------------|
 DF1242
 DF1242                          SUPERSEDED SURVEY CONTROL
 DF1242
 DF1242  NAD 83(1986)-  33 41 01.94370(N)    082 15 31.73980(W) AD(       ) 2
 DF1242  NAD 27      -  33 41 01.47408(N)    082 15 32.29899(W) AD(       ) 2
 DF1242  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 DF1242
 DF1242.Superseded values are not recommended for survey control.
 DF1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1242.See file dsdata.txt to determine how the superseded data were derived.
 DF1242
 DF1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8331827816(NAD 83)
 DF1242_MARKER: DD = SURVEY DISK
 DF1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1242
 DF1242  HISTORY     - Date     Condition        Report By
 DF1242  HISTORY     - 1976     MONUMENTED       GADT
 DF1242  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 DF1242
 DF1242                          STATION DESCRIPTION
 DF1242
 DF1242'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1242'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES EAST-NORTHEAST
 DF1242'OF LEAH, 9 MILES EAST-SOUTHEAST OF NEW HOPE, AND 10 MILES NORTH
 DF1242'NORTHEAST OF APPLING ON THE PROPERTY OF THE US CORPS OF
 DF1242'ENGINEERS CLARK HILL RESERVOIR.
 DF1242'
 DF1242'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 DF1242'STATE ROUTE 104 IN LEAH, GO SOUTHEAST ALONG STATE ROUTE 104 FOR
 DF1242'0.4 MILE TO THE JUNCTION OF COUNTY ROAD 46 (RIDGE ROAD) CROSSING
 DF1242'TURN LEFT, GOING NORTHEAST ALONG COUNTY ROAD 46 FOR 1.0 MILE TO
 DF1242'THE DAMASCUS CHURCH. CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 DF1242'46 FOR 3.8 MILES TO THE JUNCTION OF COUNTY ROAD 46 (CHARLES
 DF1242'LUTHER ROAD) TO THE LEFT AND COUNTY ROAD 310 CONTINUING AHEAD.
 DF1242'TURN LEFT, GOING NORTHEAST ALONG COUNTY ROAD 46 FOR 0.05 MILE
 DF1242'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING NORTHEAST
 DF1242'ALONG COUNTY ROAD 46 FOR 0.15 MILE TO THE STATION ON THE
 DF1242'RIGHT ON AN ISLAND ON THE EDGE OF CLARK HILL RESERVOIR.
 DF1242'
 DF1242'THE STATION IS LOCATED 24 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1242'OF COUNTY ROAD 46, 20.1 FEET SOUTH OF A METAL POLE SUPPORTING A
 DF1242'BIRD HOUSE, 16.8 FEET WEST OF A 20 INCH PINE TREE, 13.0 FEET
 DF1242'SOUTHEAST OF A 24 INCH PINE TREE, 37.2 FEET NORTH-NORTHWEST OF
 DF1242'A 6 INCH FORKED DOGWOOD TREE, 43.8 FEET EAST-NORTHEAST OF A 24
 DF1242'INCH PINE TREE ON THE WEST SIDE OF THE ROAD, AND 2.1 FEET WEST
 DF1242'OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1242'STAMPED---036-201 1976---,
 DF1242'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1242'POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1242'UNDERGROUND STATION IS A STANDARD DISK STAMPED---036-201
 DF1242'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1242'0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF1242'
 DF1242'THE AZIMUTH MARK IS LOCATED 17 FEET EAST OF THE CENTERLINE OF
 DF1242'COUNTY ROAD 46, 97.2 FEET EAST OF THE VENTILATION PIPE OF AN
 DF1242'OUTSIDE TOILET ON THE OPPOSTIE SIDE OF COUNTY ROAD 46, 87.7
 DF1242'FEET SOUTHEAST OF THE VENTILATION PIPE OF ANOTHER OUTSIDE
 DF1242'TOILET ON THE OPPOSITE SIDE OF THE ROAD, 55.5 FEET NORTHEAST OF
 DF1242'THE NORTHERN MOST END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER
 DF1242'A DIRT ROAD TO THE WEST, 36.5 FEET EAST-NORTHEAST OF A 12 INCH
 DF1242'TRIPLE OAK TREE ON THE WEST SIDE OF THE ROAD, AND 3.5 FEET
 DF1242'WEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1242'STAMPED---036-201 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1242'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1242'GROUND.
 DF1242'
 DF1242'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
 DF1242
 DF1242                          STATION RECOVERY (2004)
 DF1242
 DF1242'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 DF1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1221 ***********************************************************************
 DF1221  DESIGNATION -  BV 036 202
 DF1221  PID         -  DF1221
 DF1221  STATE/COUNTY-  GA/COLUMBIA
 DF1221  USGS QUAD   -  EVANS (1980)
 DF1221
 DF1221                         *CURRENT SURVEY CONTROL
 DF1221  ___________________________________________________________________
 DF1221* NAD 83(1994)-  33 37 24.47645(N)    082 12 11.30051(W)     ADJUSTED  
 DF1221* NAVD 88     -       107.0    (meters)     351.     (feet)  VERTCON   
 DF1221  ___________________________________________________________________
 DF1221  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DF1221  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DF1221
 DF1221  HORZ ORDER  -  SECOND
 DF1221
 DF1221.The horizontal coordinates were established by classical geodetic methods
 DF1221.and adjusted by the National Geodetic Survey in September 1997..
 DF1221
 DF1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1221
 DF1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1221
 DF1221.The geoid height was determined by GEOID03.
 DF1221
 DF1221;                    North         East     Units Scale Factor Converg.
 DF1221;SPC GA E     -   401,743.655   196,616.053   MT  0.99990014   -0 01 12.7
 DF1221;SPC GA E     - 1,318,053.97    645,064.50   sFT  0.99990014   -0 01 12.7
 DF1221;UTM  17      - 3,721,056.749   388,401.691   MT  0.99975354   -0 39 58.6
 DF1221
 DF1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1221!SPC GA E     -   0.99998783  x   0.99990014  =   0.99988797
 DF1221!UTM  17      -   0.99998783  x   0.99975354  =   0.99974138
 DF1221
 DF1221:                Primary Azimuth Mark                     Grid Az
 DF1221:SPC GA E     -  BV 036 202 AZ MK                         179 43 34.4
 DF1221:UTM  17      -  BV 036 202 AZ MK                         180 22 20.3
 DF1221
 DF1221|---------------------------------------------------------------------|
 DF1221| PID    Reference Object                     Distance      Geod. Az  |
 DF1221|                                                           dddmmss.s |
 DF1221| DF2839 BV 036 202 AZ MK                                   1794221.7 |
 DF1221|---------------------------------------------------------------------|
 DF1221
 DF1221                          SUPERSEDED SURVEY CONTROL
 DF1221
 DF1221  NAD 83(1986)-  33 37 24.48091(N)    082 12 11.29584(W) AD(       ) 2
 DF1221  NAD 27      -  33 37 24.00609(N)    082 12 11.86083(W) AD(       ) 2
 DF1221  NGVD 29 (07/19/86)  107.2    (m)          352.     (f) VERT ANG       
 DF1221
 DF1221.Superseded values are not recommended for survey control.
 DF1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1221.See file dsdata.txt to determine how the superseded data were derived.
 DF1221
 DF1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8840221057(NAD 83)
 DF1221_MARKER: DD = SURVEY DISK
 DF1221_SETTING: 0 = UNSPECIFIED SETTING
 DF1221
 DF1221  HISTORY     - Date     Condition        Report By
 DF1221  HISTORY     - 1976     MONUMENTED       GADT
 DF1221
 DF1221                          STATION DESCRIPTION
 DF1221
 DF1221'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1221'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES EAST OF
 DF1221'POLLARDS CORNER, 7-3/4 MILES NORTH OF LEWISTON, AND 8-1/4 MILES
 DF1221'EAST-SOUTHEAST OF LEAH ON GEORGIA POWER COMPANY RIGHT OF WAY.
 DF1221'
 DF1221'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 (STATE
 DF1221'ROUTES 150 AND 304) AND STATE ROUTE 104 IN POLLARDS CORNER,
 DF1221'LOCATED ABOUT 5-1/2 MILES NORTH-NORTHEAST OF APPLING, GO
 DF1221'SOUTHEAST ALONG STATE ROUTE 104 FOR 0.85 MILE TO THE JUNCTION
 DF1221'OF COUNTY ROAD 79 (POLLARD-ROSEMONT ROAD) TO THE LEFT. TURN LEFT
 DF1221'GOING NORTHEAST AND THEN EAST FOR 1.6 MILES TO THE JUNCTION OF
 DF1221'CARMEL-CHURCH ROAD CROSSING. CONTINUE EAST ALONG COUNTY ROAD 79
 DF1221'(NOW BURKS MOUNTAIN ROAD) FOR 0.9 MILE TO ROSEMONT SUBSTATION
 DF1221'ON THE LEFT. CONTINUE GOING EAST ALONG COUNTY ROAD 79 FOR 0.7
 DF1221'MILE TO ITS TERMINATION AT THE JUNCTION OF A FIELD TRACK
 DF1221'ROAD AND A WOODEN GATE. CONTINUE EAST ALONG THE FIELD TRACK
 DF1221'ROAD FOR 0.6 MILE TO THE GEORGIA POWER LINE CROSSING. TURN
 DF1221'LEFT GOING NORTH ALONG THE GEORGIA POWER LINE FOR 0.25 MILE
 DF1221'TO THE STATION.
 DF1221'
 DF1221'THE STATION IS LOCATED 35.8 FEET SOUTH-SOUTHEAST OF THE EASTERN
 DF1221'MOST POLE OF AN H-FRAME TOWER SUPPORTING THE EASTERN MOST POWER
 DF1221'TRANSMISSION LINE, 40.8 FEET SOUTHEAST OF THE WESTERN MOST POLE
 DF1221'OF THE SAME H-FRAME TOWER,
 DF1221'97.0 FEET SOUTHEAST OF THE EASTERN MOST POLE OF AN H-FRAME TOWER
 DF1221'SUPPORTING THE
 DF1221'WESTERN MOST POWER TRANSMISSION LINE, 107.2 FEET SOUTHEAST OF
 DF1221'THE WESTERN MOST POLE OF THE SAME H-FRAME TOWER, 57.0 FEET
 DF1221'WEST OF A 10 INCH PINE TREE, 94.5 FEET NORTH-NORTHWEST OF A 10
 DF1221'INCH LEANING PINE TREE, AND 4.1 FEET WEST OF A WITNESS POST.
 DF1221'IT IS A STANDARD BRASS DISK STAMPED---036-202 1976---, SET IN
 DF1221'A 1 INCH DRILL HOLE IN BED ROCK ABOUT 24 INCHES LONG, 12
 DF1221'INCHES WIDE, AND 18 INCHES ABOVE GROUND SURFACE.
 DF1221'
 DF1221'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE FIELD TRACK
 DF1221'ROAD AND THE POWER LINE, GO SOUTH ALONG THE POWER LINE FOR 0.15
 DF1221'MILE TO THE AZIMUTH MARK.  IT IS LOCATED 14.5 FEET WEST
 DF1221'NORTHWEST OF THE EASTERN MOST POLE OF AN H-FRAME TOWER
 DF1221'SUPPORTING THE WESTERN MOST POWER TRANSMISSION LINES, 3.5 FEET
 DF1221'NORTH OF THE WESTERN MOST POLE OF THE SAME H-FRAME TOWER, 77.6
 DF1221'FEET NORTHWEST OF THE EASTERN MOST POLE OF AN H-FRAME TOWER
 DF1221'SUPPORTING THE WESTERN MOST POWER TRANSMISSION LINES, 87.4
 DF1221'FEET NORTHWEST OF THE WESTERN MOST POLE OF THE SAME H-FRAME
 DF1221'TOWER, 66.4 FEET NORTH-NORTHEAST OF A 14 INCH PINE TREE WITH
 DF1221'A POSTED SIGN ATTACHED, AND 2.6 FEET WEST OF A WITNESS POST.
 DF1221'IT IS A STANDARD DISK STAMPED---036-202 1976 AZMK---,
 DF1221'SET IN THE TOP OF A
 DF1221'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF1221'SURFACE OF THE GROUND.
 DF1221'
 DF1221'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1238 ***********************************************************************
 DF1238  DESIGNATION -  BV 036 203
 DF1238  PID         -  DF1238
 DF1238  STATE/COUNTY-  GA/COLUMBIA
 DF1238  USGS QUAD   -  CLARKS HILL (1986)
 DF1238
 DF1238                         *CURRENT SURVEY CONTROL
 DF1238  ___________________________________________________________________
 DF1238* NAD 83(1994)-  33 39 38.84487(N)    082 12 11.42389(W)     ADJUSTED  
 DF1238* NAVD 88     -       107.0    (meters)     351.     (feet)  VERTCON   
 DF1238  ___________________________________________________________________
 DF1238  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DF1238  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DF1238
 DF1238  HORZ ORDER  -  SECOND
 DF1238
 DF1238.The horizontal coordinates were established by classical geodetic methods
 DF1238.and adjusted by the National Geodetic Survey in September 1997..
 DF1238
 DF1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1238
 DF1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1238
 DF1238.The geoid height was determined by GEOID03.
 DF1238
 DF1238;                    North         East     Units Scale Factor Converg.
 DF1238;SPC GA E     -   405,883.131   196,614.334   MT  0.99990014   -0 01 12.8
 DF1238;SPC GA E     - 1,331,634.91    645,058.86   sFT  0.99990014   -0 01 12.8
 DF1238;UTM  17      - 3,725,195.374   388,446.667   MT  0.99975341   -0 40 01.0
 DF1238
 DF1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1238!SPC GA E     -   0.99998783  x   0.99990014  =   0.99988797
 DF1238!UTM  17      -   0.99998783  x   0.99975341  =   0.99974124
 DF1238
 DF1238:                Primary Azimuth Mark                     Grid Az
 DF1238:SPC GA E     -  CLARKS HILL MUN TANK                     059 41 11.0
 DF1238:UTM  17      -  CLARKS HILL MUN TANK                     060 19 59.2
 DF1238
 DF1238|---------------------------------------------------------------------|
 DF1238| PID    Reference Object                     Distance      Geod. Az  |
 DF1238|                                                           dddmmss.s |
 DF1238| DF1237 CLARKS HILL MUN TANK                APPROX. 1.9 KM 0593958.2 |
 DF1238| DF2840 BV 036 203 AZ MK                                   2430158.8 |
 DF1238|---------------------------------------------------------------------|
 DF1238
 DF1238                          SUPERSEDED SURVEY CONTROL
 DF1238
 DF1238  NAD 83(1986)-  33 39 38.84931(N)    082 12 11.41906(W) AD(       ) 2
 DF1238  NAD 27      -  33 39 38.37763(N)    082 12 11.98422(W) AD(       ) 2
 DF1238  NGVD 29 (07/19/86)  107.2    (m)          352.     (f) VERT ANG       
 DF1238
 DF1238.Superseded values are not recommended for survey control.
 DF1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1238.See file dsdata.txt to determine how the superseded data were derived.
 DF1238
 DF1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8844725195(NAD 83)
 DF1238_MARKER: DD = SURVEY DISK
 DF1238_SETTING: 0 = UNSPECIFIED SETTING
 DF1238
 DF1238  HISTORY     - Date     Condition        Report By
 DF1238  HISTORY     - 1976     MONUMENTED       GADT
 DF1238
 DF1238                          STATION DESCRIPTION
 DF1238
 DF1238'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1238'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHEAST OF
 DF1238'POLLARDS CORNER, 7-3/4 MILES EAST OF LEAH, AND 10-1/4 MILES
 DF1238'NORTHEAST OF APPLING ON THE PROPERTY OF THE US CORP OF
 DF1238'ENGINEERS.
 DF1238'
 DF1238'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 (STATE
 DF1238'ROUTES 150 AND 304) AND STATE ROUTE 104 IN POLLARDS CORNER
 DF1238'LOCATED APPROXIMATELY 5-1/2 MILES NORTH-NORTHEAST OF APPLING, GO
 DF1238'NORTHEAST ALONG US HIGHWAY 221 (STATE ROUTE 150) FOR 2.3 MILES
 DF1238'TO THE JUNCTION OF THE WESTERN END OF BURNS CIRCLE (COUNTY ROAD
 DF1238'74) TO THE RIGHT.  CONTINUE GOING NORTHEAST ALONG US HIGHWAY 221
 DF1238'FOR 1.4 MILES TO THE JUNCTION OF THE EASTERN END OF BURNS
 DF1238'CIRCLE (COUNTY ROAD 74) TO THE RIGHT.  CONTINUE GOING NORTHEAST
 DF1238'ALONG US HIGHWAY 221 FOR 1.05 MILES TO THE AZIMUTH MARK ON
 DF1238'THE LEFT.  CONTINUE GOING NORTHEAST ALONG US HIGHWAY 221 FOR
 DF1238'0.5 MILE TO THE EASTERN END OF A BRIDGE ON CLARK HILL DAM
 DF1238'AND THE STATION ON THE RIGHT.
 DF1238'
 DF1238'THE STATION IS LOCATED 14 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1238'OF US HIGHWAY 221 (STATE ROUTE 150), 5.7 FEET WEST-SOUTHWEST OF
 DF1238'THE SOUTHERN MOST CORNER OF THE SOUTHERN MOST BRIDGE PARAPET
 DF1238'BARRIER END POST, 80.0 FEET NORTH-NORTHEAST OF THE NORTHERN MOST
 DF1238'CORNER OF A SQUARE CONCRETE GUARDRAIL COLUMN WITH A ROADWAY
 DF1238'ILLUMINATION LIGHT, 6.3 FEET NORTH OF A FLAG POLE, 31.0 FEET
 DF1238'SOUTH-SOUTHWEST OF THE SOUTHERN MOST CORNER OF THE WESTERNMOST
 DF1238'BRIDGE PARAPET BARRIER END POST, 48.8 FEET EAST OF THE EASTERN
 DF1238'MOST CORNER OF A SQUARE CONCRETE GUARDRAIL COLUMN WITH A
 DF1238'ROADWAY ILLUMINATION LIGHT ON THE NORTHSIDE OF THE HIGHWAY,
 DF1238'AND 5.6 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF1238'BRASS DISK STAMPED---036-203 1976---, SET IN A 1 INCH DRILL
 DF1238'HOLE IN A CONCRETE SIDEWALK FLUSH WITH THE SURFACE OF THE
 DF1238'WALKWAY.
 DF1238'
 DF1238'THE AZIMUTH MARK IS LOCATED 36 FEET NORTH-NORTHWEST OF THE
 DF1238'CENTERLINE OF US HIGHWAY 221 (STATE ROUTE 150), 72.5 FEET
 DF1238'SOUTHWEST OF A 6 INCH PERSIMMON TREE, 39.2 FEET EAST OF AN
 DF1238'18 INCH PINE TREE, 119.5 FEET NORTH OF A 10 INCH PINE TREE ON
 DF1238'THE SOUTH SIDE OF THE HIGHWAY, 140.8 FEET NORTH-NORTHEAST OF
 DF1238'HIGHWAY MILE POST 17, AND 3.0 FEET EAST OF A WITNESS POST. IT
 DF1238'IS A STANDARD DISK STAMPED---036-203 1976 AZMK---,SET IN THE
 DF1238'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1238'SURFACE OF THE GROUND.
 DF1238'
 DF1238'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1246 ***********************************************************************
 DF1246  DESIGNATION -  BV 036 204
 DF1246  PID         -  DF1246
 DF1246  STATE/COUNTY-  GA/COLUMBIA
 DF1246  USGS QUAD   -  LEAH (1986)
 DF1246
 DF1246                         *CURRENT SURVEY CONTROL
 DF1246  ___________________________________________________________________
 DF1246* NAD 83(1994)-  33 39 24.00636(N)    082 20 15.93839(W)     ADJUSTED  
 DF1246* NAVD 88     -       155.4    (meters)     510.     (feet)  VERTCON   
 DF1246  ___________________________________________________________________
 DF1246  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DF1246  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DF1246
 DF1246  HORZ ORDER  -  SECOND
 DF1246
 DF1246.The horizontal coordinates were established by classical geodetic methods
 DF1246.and adjusted by the National Geodetic Survey in September 1997..
 DF1246
 DF1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1246
 DF1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1246
 DF1246.The geoid height was determined by GEOID03.
 DF1246
 DF1246;                    North         East     Units Scale Factor Converg.
 DF1246;SPC GA E     -   405,438.535   184,131.787   MT  0.99990310   -0 05 41.4
 DF1246;SPC GA E     - 1,330,176.26    604,105.70   sFT  0.99990310   -0 05 41.4
 DF1246;UTM  17      - 3,724,891.733   375,961.521   MT  0.99978968   -0 44 29.4
 DF1246
 DF1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1246!SPC GA E     -   0.99998019  x   0.99990310  =   0.99988329
 DF1246!UTM  17      -   0.99998019  x   0.99978968  =   0.99976987
 DF1246
 DF1246|---------------------------------------------------------------------|
 DF1246| PID    Reference Object                     Distance      Geod. Az  |
 DF1246|                                                           dddmmss.s |
 DF1246| DF1244 LEAH COUNTY LOT                      53.870 METERS 08801     |
 DF1246| DF2841 BV 036 204 AZ MK                                   1801057.7 |
 DF1246|---------------------------------------------------------------------|
 DF1246
 DF1246                          SUPERSEDED SURVEY CONTROL
 DF1246
 DF1246  NAD 83(1986)-  33 39 24.01107(N)    082 20 15.93418(W) AD(       ) 2
 DF1246  NAD 27      -  33 39 23.53817(N)    082 20 16.48640(W) AD(       ) 2
 DF1246  NGVD 29 (07/19/86)  155.6    (m)          510.     (f) VERT ANG       
 DF1246
 DF1246.Superseded values are not recommended for survey control.
 DF1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1246.See file dsdata.txt to determine how the superseded data were derived.
 DF1246
 DF1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7596224892(NAD 83)
 DF1246_MARKER: DD = SURVEY DISK
 DF1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1246+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DF1246
 DF1246  HISTORY     - Date     Condition        Report By
 DF1246  HISTORY     - 1976     MONUMENTED       GADT
 DF1246  HISTORY     - 20040218 GOOD             USPSQD
 DF1246
 DF1246                          STATION DESCRIPTION
 DF1246
 DF1246'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1246'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE SOUTH-SOUTHWEST
 DF1246'OF LEAH, 4-1/2 MILES WEST-NORTHWEST OF POLLARDS CORNER, AND
 DF1246'7-3/4 MILES NORTH-NORTHWEST OF APPLING ON THE PROPERTY OF MRS.
 DF1246'N.M. GODWIN.
 DF1246'
 DF1246'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 47 AND
 DF1246'104 IN LEAH, GO SOUTH ALONG STATE ROUTE 47 FOR 0.15 MILE TO THE
 DF1246'JUNCTION OF COUNTY ROAD 46 (RIDGE ROAD) CROSSING, AND A
 DF1246'FORESTRY LOOKOUT TOWER IN THE SOUTH QUADRANT OF THE JUNCTION.
 DF1246'TURN RIGHT GOING WEST-SOUTHWEST ALONG COUNTY ROAD 46 FOR 0.05
 DF1246'MILE TO THE STATION ON THE RIGHT. MRS. GODWIN RESIDES IN A
 DF1246'WHITE HOUSE WITH RED ROOF APPROXIMATELY 100 YARDS TO THE WEST.
 DF1246'
 DF1246'THE STATION IS LOCATED 21 FEET NORTH-NORTHWEST OF THE
 DF1246'CENTERLINE OF COUNTY ROAD 46, 29.5 FEET EAST-NORTHEAST OF A 15
 DF1246'INCH CEDAR TREE, 81.0 FEET WEST-SOUTHWEST OF THE WESTERN MOST
 DF1246'END OF A CULVERT PIPE UNDER A TRACK FIELD ROAD TO THE NORTH,
 DF1246'94.6 FEET SOUTH-SOUTHWEST OF A 14 INCH OAK TREE ON A FENCELINE
 DF1246'PARALLEL TO THE FIELD ROAD, 176.5 FEET WEST OF THE CENTER OF
 DF1246'THE FORESTRY TOWER, AND 2.0 FEET SOUTH-SOUTHEAST OF A WITNESS
 DF1246'POST SET AT A FENCE LINE. IT IS A STANDARD BRASS DISK
 DF1246'STAMPED---036-204 1976---, SET IN THE
 DF1246'TOP OF A 10 INCH CYLINDRICAL
 DF1246'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1246'UNDERGROUND STATION IS A STANDARD DISK
 DF1246'STAMPED---036-204 1976---, SET IN AN IRREGULAR MASS OF
 DF1246'CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE
 DF1246'GROUND.
 DF1246'
 DF1246'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 46
 DF1246'AND STATE ROUTE 47, GO SOUTH ALONG STATE ROUTE 47 FOR 0.4 MILE
 DF1246'TO THE AZIMUTH MARK ON THE RIGHT IN A PASTURE. IT IS LOCATED
 DF1246'69 FEET WEST OF THE CENTERLINE OF STATE ROUTE 47, 49.0 FEET
 DF1246'WEST-SOUTHWEST OF THE SOUTHERN MOST WOODEN GATE POST OF A GATE
 DF1246'ENTERING THE PASTURE, 89.3 FEET SOUTH-SOUTHWEST OF A POWER POLE
 DF1246'WITH A TRANSFORMER ATTACHED, 71.1 FEET NORTH-NORTHEAST OF A
 DF1246'CLUSTER OF THREE 8 INCH LOCUST TREES WITH A BASE OF 24 INCHES,
 DF1246'AND 1.8 FEET SOUTH OF A WITNESS POST. IT IS A STANDARD DISK
 DF1246'STAMPED---036-204 1976 AZMK---, SET IN A 1 INCH DRILL HOLE
 DF1246'IN BEDROCK.
 DF1246'
 DF1246'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
 DF1246'
 DF1246'BENCH MARK W258 (C+GS) 1960 IS LOCATED 31.87 FEET EAST OF BV
 DF1246'036-204 1976 AZMK (GADT), 38 FEET WEST OF THE CENTERLINE OF
 DF1246'STATE ROUTE 47, 90.6 FEET WEST-SOUTHWEST OF THE WEST CORNER OF
 DF1246'AN OLD FRAME HOUSE ON THE EASTSIDE OF THE HIGHWAY, 35.6 FEET
 DF1246'SOUTH-SOUTHWEST OF THE SOUTHERN MOST POST OF THE WOOD GATE,
 DF1246'94.7 FEET SOUTH-SOUTHEAST OF THE POWER POLE, AND 87.0 FEET
 DF1246'NORTHEAST OF THE CLUSTER OF LOCUST TREES. IT IS A STANDARD
 DF1246'U.S. COAST AND GEODETIC SURVEY BENCH MARK
 DF1246'DISK STAMPED---W258 1960---, SET IN A 1 INCH DRILL HOLE IN
 DF1246'BEDROCK.
 DF1246
 DF1246                          STATION RECOVERY (2004)
 DF1246
 DF1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 DF1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1222 ***********************************************************************
 DF1222  DESIGNATION -  BV 036 205
 DF1222  PID         -  DF1222
 DF1222  STATE/COUNTY-  GA/COLUMBIA
 DF1222  USGS QUAD   -  EVANS (1980)
 DF1222
 DF1222                         *CURRENT SURVEY CONTROL
 DF1222  ___________________________________________________________________
 DF1222* NAD 83(1994)-  33 34 40.26794(N)    082 12 21.31536(W)     ADJUSTED  
 DF1222* NAVD 88     -       108.     (meters)     354.     (feet)  VERTCON   
 DF1222  ___________________________________________________________________
 DF1222  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DF1222  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DF1222
 DF1222  HORZ ORDER  -  SECOND
 DF1222
 DF1222.The horizontal coordinates were established by classical geodetic methods
 DF1222.and adjusted by the National Geodetic Survey in September 1997..
 DF1222
 DF1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1222
 DF1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1222
 DF1222.The geoid height was determined by GEOID03.
 DF1222
 DF1222;                    North         East     Units Scale Factor Converg.
 DF1222;SPC GA E     -   396,685.028   196,356.027   MT  0.99990016   -0 01 18.2
 DF1222;SPC GA E     - 1,301,457.46    644,211.40   sFT  0.99990016   -0 01 18.2
 DF1222;UTM  17      - 3,716,002.112   388,084.720   MT  0.99975441   -0 40 01.3
 DF1222
 DF1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1222!SPC GA E     -   0.99998771  x   0.99990016  =   0.99988787
 DF1222!UTM  17      -   0.99998771  x   0.99975441  =   0.99974212
 DF1222
 DF1222|---------------------------------------------------------------------|
 DF1222| PID    Reference Object                     Distance      Geod. Az  |
 DF1222|                                                           dddmmss.s |
 DF1222| DF1223 BV 036 205 GADT 1976 PTA             12.770 METERS 28123     |
 DF1222| DF2842 BV 036 205 AZ MK                                   3233148.0 |
 DF1222|---------------------------------------------------------------------|
 DF1222
 DF1222                          SUPERSEDED SURVEY CONTROL
 DF1222
 DF1222  NAD 83(1986)-  33 34 40.27247(N)    082 12 21.31087(W) AD(       ) 2
 DF1222  NAD 27      -  33 34 39.79342(N)    082 12 21.87545(W) AD(       ) 2
 DF1222  NGVD 29 (07/19/86)  108.     (m)          354.     (f) VERT ANG       
 DF1222
 DF1222.Superseded values are not recommended for survey control.
 DF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1222.See file dsdata.txt to determine how the superseded data were derived.
 DF1222
 DF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8808516002(NAD 83)
 DF1222_MARKER: DD = SURVEY DISK
 DF1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1222
 DF1222  HISTORY     - Date     Condition        Report By
 DF1222  HISTORY     - 1976     MONUMENTED       GADT
 DF1222
 DF1222                          STATION DESCRIPTION
 DF1222
 DF1222'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1222'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTH OF LEWISTON,
 DF1222'5 MILES EAST-SOUTHEAST OF POLLARDS CORNER, AND 6-3/4 MILES
 DF1222'EAST-NORTHEAST OF APPLING ON STATE RIGHT OF WAY.
 DF1222'
 DF1222'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 (STATE
 DF1222'ROUTES 150 AND 304), AND STATE ROUTES 150 AND 104 IN POLLARDS
 DF1222'CORNER, GO SOUTHEAST ALONG STATE ROUTE 104 FOR 2.7 MILES TO THE
 DF1222'NORTHWEST END OF A BRIDGE OVER KIOKEE CREEK. CONTINUE GOING
 DF1222'SOUTHEAST ALONG STATE ROUTE 104 FOR 1.55 MILES TO THE NORTHWEST
 DF1222'END OF A BRIDGE OVER LITTLE KIOKEE CREEK AND THE AZIMUTH MARK
 DF1222'ON THE LEFT. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 104
 DF1222'FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 DF1222'
 DF1222'THE STATION IS LOCATED 53.5 FEET (SLOPE DISTANCE) SOUTHWEST OF
 DF1222'THE CENTERLINE OF STATE ROUTE 104, 96.6 FEET SOUTHEAST OF A
 DF1222'POWER POLE, 345.0 FEET SOUTH-SOUTHEAST OF THE SOUTHERN MOST END
 DF1222'OF A 18 INCH SIDE DRAIN CONCRETE CULVERT PIPE, 256.0 FEET
 DF1222'NORTHWEST OF A POWER POLE, AND 8.8 FEET NORTHEAST OF A WITNESS
 DF1222'POST. IT IS A STANDARD BRASS DISK STAMPED---036-205 1976---,
 DF1222'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1222'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1222'STANDARD DISK STAMPED---036-205 1976---, SET IN AN IRREGULAR
 DF1222'MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE
 DF1222'OF THE GROUND.
 DF1222'
 DF1222'THE AZIMUTH MARK IS LOCATED 22 FEET NORTHEAST OF THE CENTERLINE
 DF1222'OF STATE ROUTE 104, 7.4 FEET NORTHWEST OF THE CENTER OF A
 DF1222'CONCRETE CATCH BASIN, 10.4 FEET NORTHWEST OF THE NORTHWEST END
 DF1222'OF A CONCRETE BRIDGE WING WALL, 87.6 FEET SOUTH OF A RIGHT OF
 DF1222'WAY MARKER, AND 3.1 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 DF1222'STANDARD DISK STAMPED---036-205 1976 AZMK---, SET IN THE TOP OF
 DF1222'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1222'THE GROUND.
 DF1222'
 DF1222'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1250 ***********************************************************************
 DF1250  DESIGNATION -  BV 036 206
 DF1250  PID         -  DF1250
 DF1250  STATE/COUNTY-  GA/COLUMBIA
 DF1250  USGS QUAD   -  APPLING (1981)
 DF1250
 DF1250                         *CURRENT SURVEY CONTROL
 DF1250  ___________________________________________________________________
 DF1250* NAD 83(1994)-  33 37 04.67957(N)    082 15 16.71884(W)     ADJUSTED  
 DF1250* NAVD 88     -       122.     (meters)     400.     (feet)  VERTCON   
 DF1250  ___________________________________________________________________
 DF1250  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1250  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DF1250
 DF1250  HORZ ORDER  -  SECOND
 DF1250
 DF1250.The horizontal coordinates were established by classical geodetic methods
 DF1250.and adjusted by the National Geodetic Survey in September 1997..
 DF1250
 DF1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1250
 DF1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1250
 DF1250.The geoid height was determined by GEOID03.
 DF1250
 DF1250;                    North         East     Units Scale Factor Converg.
 DF1250;SPC GA E     -   401,136.650   191,836.832   MT  0.99990082   -0 02 55.4
 DF1250;SPC GA E     - 1,316,062.49    629,384.67   sFT  0.99990082   -0 02 55.4
 DF1250;UTM  17      - 3,720,503.748   383,616.602   MT  0.99976699   -0 41 41.0
 DF1250
 DF1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1250!SPC GA E     -   0.99998549  x   0.99990082  =   0.99988631
 DF1250!UTM  17      -   0.99998549  x   0.99976699  =   0.99975248
 DF1250
 DF1250:                Primary Azimuth Mark                     Grid Az
 DF1250:SPC GA E     -  BV 036 206 AZ MK                         274 42 58.2
 DF1250:UTM  17      -  BV 036 206 AZ MK                         275 21 43.8
 DF1250
 DF1250|---------------------------------------------------------------------|
 DF1250| PID    Reference Object                     Distance      Geod. Az  |
 DF1250|                                                           dddmmss.s |
 DF1250| DF2843 BV 036 206 AZ MK                                   2744002.8 |
 DF1250| DF1251 BV 036 206 GADT 1976 PTA             22.241 METERS 30624     |
 DF1250|---------------------------------------------------------------------|
 DF1250
 DF1250                          SUPERSEDED SURVEY CONTROL
 DF1250
 DF1250  NAD 83(1986)-  33 37 04.68417(N)    082 15 16.71421(W) AD(       ) 2
 DF1250  NAD 27      -  33 37 04.20857(N)    082 15 17.27350(W) AD(       ) 2
 DF1250  NGVD 29 (07/19/86)  122.     (m)          400.     (f) VERT ANG       
 DF1250
 DF1250.Superseded values are not recommended for survey control.
 DF1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1250.See file dsdata.txt to determine how the superseded data were derived.
 DF1250
 DF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8361720504(NAD 83)
 DF1250_MARKER: DD = SURVEY DISK
 DF1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1250+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 DF1250
 DF1250  HISTORY     - Date     Condition        Report By
 DF1250  HISTORY     - 1976     MONUMENTED       GADT
 DF1250  HISTORY     - 20031208 GOOD             USPSQD
 DF1250
 DF1250                          STATION DESCRIPTION
 DF1250
 DF1250'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1250'THE STATION IS LOCATED ABOUT 1-1/4 MILES EAST OF POLLARDS
 DF1250'CORNER, 5-3/4 MILES SOUTHEAST OF LEAH, AND 6 MILES NORTH-
 DF1250'NORTHEAST OF APPLING ON THE PROPERTY OF MR. ROBERT POLLARD, SR.
 DF1250'
 DF1250'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 221 (STATE
 DF1250'ROUTES 150, AND 304) STATE ROUTE 150, AND STATE ROUTE 104 IN
 DF1250'POLLARDS CORNER, GO SOUTHEAST ALONG STATE ROUTE 104 FOR 0.80
 DF1250'MILE TO THE JUNCTION OF POLLARDS-ROSEMONT ROAD (COUNTY ROAD 79)
 DF1250'TO THE LEFT. TURN LEFT GOING NORTHEAST AND THEN EAST ALONG
 DF1250'POLLARDS-ROSEMONT ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 DF1250'LEFT. CONTINUE GOING EAST ALONG POLLARDS-ROSEMONT ROAD FOR 0.25
 DF1250'MILE TO THE STATION ON THE RIGHT.
 DF1250'
 DF1250'THE STATION IS LOCATED 25.5 FEET SOUTH OF THE CENTERLINE OF
 DF1250'POLLARDS-ROSEMONT ROAD, 265.9 FEET EAST OF A POWER POLE, 264.4
 DF1250'FEET WEST OF A POWER POLE, 19.7 FEET NORTHEAST OF A 10 INCH
 DF1250'PINE TREE, 174.5 FEET WEST-SOUTHWEST OF AN UNDERGROUND
 DF1250'TELEPHONE CABLE PEDESTAL ON THE NORTHSIDE OF POLLARDS-ROSEMONT
 DF1250'ROAD AT A DRIVEWAY TO THE NORTH, AND 2.6 FEET SOUTH OF A
 DF1250'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---036-206
 DF1250'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1250'2 INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF1250'STATION IS A STANDARD DISK STAMPED---036-206 1976---, SET IN
 DF1250'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.79 METERS BELOW
 DF1250'THE SURFACE OF THE GROUND.
 DF1250'
 DF1250'THE AZIMUTH MARK IS LOCATED 18 FEET NORTH OF THE CENTERLINE OF
 DF1250'POLLARDS-ROSEMONT ROAD, 33.0 FEET WEST OF AN 8 INCH (S) SHAPED
 DF1250'PINE TREE, 35.3 FEET NORTH-NORTHWEST OF A 10 INCH SWEET GUM
 DF1250'TREE ON THE SOUTHSIDE OF THE ROAD, 216.0 FEET NORTHEAST OF A
 DF1250'POWER POLE ON THE SOUTHSIDE OF THE ROAD, AND 1.9 FEET NORTH OF
 DF1250'A WITNESS POST. IT IS A STANDARD DISK STAMPED---036-206 1976
 DF1250'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1250'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1250'
 DF1250'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
 DF1250
 DF1250                          STATION RECOVERY (2003)
 DF1250
 DF1250'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1252 ***********************************************************************
 DF1252  DESIGNATION -  BV 036 207
 DF1252  PID         -  DF1252
 DF1252  STATE/COUNTY-  GA/COLUMBIA
 DF1252  USGS QUAD   -  APPLING (1981)
 DF1252
 DF1252                         *CURRENT SURVEY CONTROL
 DF1252  ___________________________________________________________________
 DF1252* NAD 83(1994)-  33 33 31.13548(N)    082 20 08.08869(W)     ADJUSTED  
 DF1252* NAVD 88     -       120.     (meters)     394.     (feet)  VERTCON   
 DF1252  ___________________________________________________________________
 DF1252  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DF1252  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DF1252
 DF1252  HORZ ORDER  -  SECOND
 DF1252
 DF1252.The horizontal coordinates were established by classical geodetic methods
 DF1252.and adjusted by the National Geodetic Survey in September 1997..
 DF1252
 DF1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1252
 DF1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1252
 DF1252.The geoid height was determined by GEOID03.
 DF1252
 DF1252;                    North         East     Units Scale Factor Converg.
 DF1252;SPC GA E     -   394,567.386   184,316.278   MT  0.99990303   -0 05 36.1
 DF1252;SPC GA E     - 1,294,509.83    604,710.99   sFT  0.99990303   -0 05 36.1
 DF1252;UTM  17      - 3,714,020.429   376,023.455   MT  0.99978949   -0 44 18.2
 DF1252
 DF1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1252!SPC GA E     -   0.99998578  x   0.99990303  =   0.99988881
 DF1252!UTM  17      -   0.99998578  x   0.99978949  =   0.99977527
 DF1252
 DF1252|---------------------------------------------------------------------|
 DF1252| PID    Reference Object                     Distance      Geod. Az  |
 DF1252|                                                           dddmmss.s |
 DF1252| DF1253 BV 036 207 GADT 1976 PTA             24.206 METERS 28445     |
 DF1252| DF2844 BV 036 207 AZ MK                                   3322833.7 |
 DF1252|---------------------------------------------------------------------|
 DF1252
 DF1252                          SUPERSEDED SURVEY CONTROL
 DF1252
 DF1252  NAD 83(1986)-  33 33 31.14021(N)    082 20 08.08493(W) AD(       ) 2
 DF1252  NAD 27      -  33 33 30.65908(N)    082 20 08.63879(W) AD(       ) 2
 DF1252  NGVD 29 (07/19/86)  120.     (m)          394.     (f) VERT ANG       
 DF1252
 DF1252.Superseded values are not recommended for survey control.
 DF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1252.See file dsdata.txt to determine how the superseded data were derived.
 DF1252
 DF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7602314020(NAD 83)
 DF1252_MARKER: DD = SURVEY DISK
 DF1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1252
 DF1252  HISTORY     - Date     Condition        Report By
 DF1252  HISTORY     - 1976     MONUMENTED       GADT
 DF1252  HISTORY     - 20031208 MARK NOT FOUND   USPSQD
 DF1252
 DF1252                          STATION DESCRIPTION
 DF1252
 DF1252'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1252'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTHWEST OF
 DF1252'APPLING, 3-1/2 MILES SOUTH OF PHINIZY, AND 5-1/2 MILES SOUTHWEST
 DF1252'OF POLLARDS CORNER ON COUNTY RIGHT-OF-WAY.
 DF1252'
 DF1252'TO REACH THE STATION FROM THE US POST OFFICE IN APPLING, GO
 DF1252'NORTH ALONG STATE ROUTE 47 FOR 0.7 MILE TO THE JUNCTION OF
 DF1252'COUNTY ROAD 90797 CROSSING.  TURN LEFT GOING SOUTHWEST ALONG
 DF1252'COUNTY ROAD 90797 FOR 0.9 MILE TO THE JUNCTION OF PAVED COUNTY
 DF1252'ROAD 27 (DOZIER ROAD) CROSSING. TURN RIGHT GOING NORTH ALONG
 DF1252'COUNTY ROAD 27 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DF1252'
 DF1252'THE STATION IS LOCATED 37 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1252'OF COUNTY ROAD 27, 29.0 FEET SOUTH OF AN 8 INCH PINE TREE, 43.0
 DF1252'FEET WEST-SOUTHWEST OF A 3 INCH CEDAR TREE, 81.0 FEET SOUTHEAST
 DF1252'OF A POWER POLE ON THE WEST SIDE OF THE ROAD, 115.3 FEET EAST-
 DF1252'NORTHEAST OF AN 8 INCH PINE TREE ON THE WEST SIDE OF THE ROAD,
 DF1252'162.4 FEET NORTHEAST OF A POWER POLE ON THE EAST SIDE OF THE
 DF1252'ROAD, AND 2.4 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 DF1252'STANDARD BRASS DISK STAMPED---036-207 1976---, SET IN TOP OF A
 DF1252'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1252'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1252'STAMPED---036-207 1976---, SET IN AN IRREGULAR MASS OF
 DF1252'CONCRETE ABOUT 0.79 METER BELOW THE SURFACE OF THE GROUND.
 DF1252'
 DF1252'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 DF1252'ALONG COUNTY ROAD 27 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 DF1252'RIGHT.  IT IS LOCATED 41 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1252'OF COUNTY ROAD 27, 54.6 FEET SOUTH-SOUTHEAST OF A 10 INCH PINE
 DF1252'TREE, 164.2 FEET NORTH-NORTHWEST OF A 10 INCH OAK TREE ON THE
 DF1252'EAST SIDE OF A TRACK WOODS ROAD TO THE NORTH, 3.4 FEET WEST-
 DF1252'SOUTHWEST OF A POWER POLE. 124.0 FEET EAST OF A 12 INCH PINE
 DF1252'TREE ON THE SOUTHWEST SIDE OF COUNTY ROAD 27, AND 2.5 FEET
 DF1252'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1252'STAMPED---036-207 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1252'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1252'GROUND.
 DF1252'
 DF1252'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
 DF1252
 DF1252                          STATION RECOVERY (2003)
 DF1252
 DF1252'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF1252'FOUND WITNESS POST BUT ONLY PART OF CONCRETE FOUND.IT MAY HAVE BEEN
 DF1252'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1270 ***********************************************************************
 DF1270  DESIGNATION -  BV 036 208
 DF1270  PID         -  DF1270
 DF1270  STATE/COUNTY-  GA/COLUMBIA
 DF1270  USGS QUAD   -  WOODLAWN (1971)
 DF1270
 DF1270                         *CURRENT SURVEY CONTROL
 DF1270  ___________________________________________________________________
 DF1270* NAD 83(1994)-  33 38 55.40579(N)    082 24 58.62224(W)     ADJUSTED  
 DF1270* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 DF1270  ___________________________________________________________________
 DF1270  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF1270  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF1270
 DF1270  HORZ ORDER  -  SECOND
 DF1270
 DF1270.The horizontal coordinates were established by classical geodetic methods
 DF1270.and adjusted by the National Geodetic Survey in September 1997..
 DF1270
 DF1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1270
 DF1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1270
 DF1270.The geoid height was determined by GEOID03.
 DF1270
 DF1270;                    North         East     Units Scale Factor Converg.
 DF1270;SPC GA E     -   404,572.253   176,846.957   MT  0.99990661   -0 08 17.9
 DF1270;SPC GA E     - 1,327,334.13    580,205.39   sFT  0.99990661   -0 08 17.9
 DF1270;UTM  17      - 3,724,107.801   368,668.135   MT  0.99981264   -0 47 05.5
 DF1270
 DF1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1270!SPC GA E     -   0.99998858  x   0.99990661  =   0.99989519
 DF1270!UTM  17      -   0.99998858  x   0.99981264  =   0.99980122
 DF1270
 DF1270|---------------------------------------------------------------------|
 DF1270| PID    Reference Object                     Distance      Geod. Az  |
 DF1270|                                                           dddmmss.s |
 DF1270| DF1271 BV 036 208 GADT 1976 PTA             22.634 METERS 30602     |
 DF1270| DF2845 BV 036 208 AZ MK                                   3435935.2 |
 DF1270|---------------------------------------------------------------------|
 DF1270
 DF1270                          SUPERSEDED SURVEY CONTROL
 DF1270
 DF1270  NAD 83(1986)-  33 38 55.41062(N)    082 24 58.61789(W) AD(       ) 2
 DF1270  NAD 27      -  33 38 54.93898(N)    082 24 59.16113(W) AD(       ) 2
 DF1270  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 DF1270
 DF1270.Superseded values are not recommended for survey control.
 DF1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1270.See file dsdata.txt to determine how the superseded data were derived.
 DF1270
 DF1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6866824108(NAD 83)
 DF1270_MARKER: DD = SURVEY DISK
 DF1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1270+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2003
 DF1270
 DF1270  HISTORY     - Date     Condition        Report By
 DF1270  HISTORY     - 1976     MONUMENTED       GADT
 DF1270  HISTORY     - 20030115 GOOD             USPSQD
 DF1270
 DF1270                          STATION DESCRIPTION
 DF1270
 DF1270'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1270'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES WEST-SOUTHWEST
 DF1270'OF LEAH, 6 MILES WEST-NORTHWEST OF PHINIZY, AND 10-1/4 MILES
 DF1270'SOUTH-SOUTHEAST OF LINCOLNTON ON COUNTY RIGHT OF WAY.
 DF1270'
 DF1270'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 47
 DF1270'AND STATE ROUTE 150 IN PHINIZY, GO WEST ALONG STATE ROUTE 150
 DF1270'FOR 2.4 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 29 TO THE
 DF1270'LEFT.  CONTINUE GOING WEST ALONG STATE ROUTE 150 FOR 1.65 MILES
 DF1270'TO THE JUNCTION OF PAVED COUNTY ROAD 30 TO THE RIGHT AT SHARON
 DF1270'CHURCH ON THE LEFT AND FIRST MT. CARMEL BAPTIST CHURCH ON THE
 DF1270'RIGHT.  TURN RIGHT, GOING NORTH ALONG COUNTY ROAD 30 (WINFIELD
 DF1270'ROAD) FOR 1.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 31
 DF1270'(WINFIELD ROAD) TO THE LEFT AND MISTLETOE PARK ROAD AHEAD.
 DF1270'TURN LEFT, GOING NORTHWEST ALONG COUNTY ROAD 31 FOR 0.7 MILE TO
 DF1270'THE JUNCTION OF PAVED COUNTY ROAD 284 (WINFIELD HEIGHTS ROAD)
 DF1270'TO THE LEFT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 31 FOR
 DF1270'0.8 MILE TO THE STATION ON THE LEFT.
 DF1270'
 DF1270'THE STATION IS LOCATED 23 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF1270'COUNTY ROAD 31, 3.3 FEET NORTH-NORTHWEST OF A PINE TREE, 40.4
 DF1270'FEET NORTHWEST OF 8 INCH TWIN PINE TREES, 27.0 FEET EAST-SOUTHEAST
 DF1270'OF 12 INCH TWIN PINE TREES, 43.5 FEET SOUTH OF AN 8 INCH OAK
 DF1270'TREE ON THE OPPOSITE SIDE OF THE ROAD, 38.0 FEET SOUTH-SOUTHWEST
 DF1270'OF 12 INCH TWIN OAK TREES ON THE OPPOSITE SIDE OF THE ROAD, AND
 DF1270'2.4 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF1270'DISK STAMPED 036-208 1976, SET IN THE TOP OF A 10 INCH
 DF1270'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1270'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1270'036-208 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1270'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF1270'
 DF1270'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1270'NORTHWEST ALONG COUNTY ROAD 31 FOR 0.2 MILE TO THE JUNCTION OF
 DF1270'A DIRT ROAD TO THE RIGHT.  TURN RIGHT, GOING NORTHEAST ALONG THE
 DF1270'DIRT ROAD FOR 0.25 MILE TO THE END OF THE ROAD AND THE AZIMUTH
 DF1270'MARK.  IT IS LOCATED APPROXIMATELY 75 FEET EAST OF THE CENTER
 DF1270'OF THE END OF THE DIRT ROAD, 65.3 FEET EAST OF A 6 INCH TWIN
 DF1270'CEDAR TREE ON THE NORTH SIDE OF THE END OF THE ROAD, 40.5 FEET
 DF1270'SOUTH OF A 5 INCH TWIN CEDAR TREE, 43.3 FEET SOUTHEAST OF THE
 DF1270'CORNER OF AN OUTDOOR RESTROOM, 6.7 FEET SOUTH OF A 12 INCH
 DF1270'TWIN PINE TREE, 5.4 FEET WEST-SOUTHWEST OF A 5 INCH CEDAR
 DF1270'TREE, AND 2.3 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS
 DF1270'A STANDARD DISK STAMPED 036-208 1976 AZMK, SET IN THE TOP OF
 DF1270'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1270'THE GROUND.
 DF1270
 DF1270                          STATION RECOVERY (2003)
 DF1270
 DF1270'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF1270'AT THE INTERSECTION OF WINFIELD ROAD AND WINFIELD HEIGHTS ROAD TO THE
 DF1270'LEFT CONTINUE STRAIGHT FOR 0.6 MILE TO ENTRANCE TO USACOE WINFIELD
 DF1270'PARK (GUARD GATE). CONTINUE AHEAD 0.2 MILE TO STATION ON LEFT BY
 DF1270'WITNESS POST.
 DF1270'AZIMUTH MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1260 ***********************************************************************
 DF1260  DESIGNATION -  BV 036 209
 DF1260  PID         -  DF1260
 DF1260  STATE/COUNTY-  GA/COLUMBIA
 DF1260  USGS QUAD   -  WINFIELD (1979)
 DF1260
 DF1260                         *CURRENT SURVEY CONTROL
 DF1260  ___________________________________________________________________
 DF1260* NAD 83(1994)-  33 31 52.46753(N)    082 22 58.10933(W)     ADJUSTED  
 DF1260* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 DF1260  ___________________________________________________________________
 DF1260  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DF1260  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF1260
 DF1260  HORZ ORDER  -  SECOND
 DF1260
 DF1260.The horizontal coordinates were established by classical geodetic methods
 DF1260.and adjusted by the National Geodetic Survey in September 1997..
 DF1260
 DF1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1260
 DF1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1260
 DF1260.The geoid height was determined by GEOID03.
 DF1260
 DF1260;                    North         East     Units Scale Factor Converg.
 DF1260;SPC GA E     -   391,535.917   179,924.790   MT  0.99990497   -0 07 09.8
 DF1260;SPC GA E     - 1,284,564.09    590,303.25   sFT  0.99990497   -0 07 09.8
 DF1260;UTM  17      - 3,711,038.892   371,598.607   MT  0.99980326   -0 45 50.2
 DF1260
 DF1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1260!SPC GA E     -   0.99998168  x   0.99990497  =   0.99988665
 DF1260!UTM  17      -   0.99998168  x   0.99980326  =   0.99978494
 DF1260
 DF1260|---------------------------------------------------------------------|
 DF1260| PID    Reference Object                     Distance      Geod. Az  |
 DF1260|                                                           dddmmss.s |
 DF1260| DF1261 BV 036 209 GADT 1976 PTA             24.484 METERS 23136     |
 DF1260| DF2846 BV 036 209 AZ MK                                   2332347.2 |
 DF1260|---------------------------------------------------------------------|
 DF1260
 DF1260                          SUPERSEDED SURVEY CONTROL
 DF1260
 DF1260  NAD 83(1986)-  33 31 52.47245(N)    082 22 58.10569(W) AD(       ) 2
 DF1260  NAD 27      -  33 31 51.98935(N)    082 22 58.65466(W) AD(       ) 2
 DF1260  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 DF1260
 DF1260.Superseded values are not recommended for survey control.
 DF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1260.See file dsdata.txt to determine how the superseded data were derived.
 DF1260
 DF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7159911039(NAD 83)
 DF1260_MARKER: DD = SURVEY DISK
 DF1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1260
 DF1260  HISTORY     - Date     Condition        Report By
 DF1260  HISTORY     - 1976     MONUMENTED       GADT
 DF1260
 DF1260                          STATION DESCRIPTION
 DF1260
 DF1260'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1260'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST-SOUTHWEST
 DF1260'OF APPLING, 6-1/2 MILES SOUTH-SOUTHWEST OF PHINIZY AND 8-1/4
 DF1260'MILES NORTHEAST OF THOMPSON ON COUNTY RIGHT OF WAY.
 DF1260'
 DF1260'TO REACH THE STATION FROM THE US POST OFFICE IN APPLING, GO
 DF1260'NORTH ALONG STATE ROUTE 47 FOR 0.7 MILES TO THE JUNCTION OF
 DF1260'COUNTY ROAD 90797 CROSSING.  TURN LEFT GOING WEST-SOUTHWEST
 DF1260'ALONG COUNTY ROAD 90797 FOR 0.9 MILE TO THE JUNCTION OF PAVED
 DF1260'COUNTY ROAD 27 CROSSING.  CONTINUE GOING WEST-SOUTHWEST ALONG
 DF1260'COUNTY ROAD 90797 FOR 3.35 MILES TO THE STATION ON THE LEFT.
 DF1260'
 DF1260'THE STATION IS LOCATED 38 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1260'COUNTY ROAD 90797, 92.1 FEET WEST OF THE WESTERN MOST CORNER OF
 DF1260'THE FRONT PORCH OF A RED FRAME HOUSE, 95.2 FEET SOUTHWEST OF AN
 DF1260'8 INCH CHINABERRY TREE, 64.0 FEET NORTHEAST OF A 4 INCH
 DF1260'PERSIMMON TREE, 118.5 FEET SOUTH OF A POWER POLE ON THE
 DF1260'NORTHWEST SIDE OF THE ROAD, 92.0 FEET SOUTH-SOUTHEAST OF AN
 DF1260'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 9.0 FEET NORTHWEST OF
 DF1260'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---036-209
 DF1260'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1260'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1260'UNDERGROUND STATION IS A STANDARD DISK STAMPED---036-209
 DF1260'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1260'0.83 METER BELOW THE SURFACE OF THE GROUND.
 DF1260'
 DF1260'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 DF1260'SOUTHWEST ALONG COUNTY ROAD 90797 FOR 0.3 MILE TO THE AZIMUTH
 DF1260'MARK ON THE LEFT. IT IS LOCATED 47 FEET SOUTHEAST OF THE
 DF1260'CENTERLINE OF COUNTY ROAD 90797, 84.0 FEET SOUTHWEST OF A 14
 DF1260'INCH PINE TREE, 40.7 FEET NORTH-NORTHEAST OF A 4 INCH PERSIMMON
 DF1260'TREE, 7.0 FEET NORTHWEST OF A 12 INCH PINE TREE, 13.0 FEET WEST
 DF1260'OF A 12 INCH PINE TREE, 137.5 FEET SOUTH OF A 24 INCH PINE TREE
 DF1260'(THE LARGEST IN THE AREA) ON THE NORTHWEST SIDE OF THE ROAD,
 DF1260'AND 2.8 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1260'STAMPED---036-209 1976 AZMK---, SET IN THE TOP OF A 10
 DF1260'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1260'OF THE GROUND.
 DF1260'
 DF1260'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1230 ***********************************************************************
 DF1230  DESIGNATION -  BV 036 210 GADT
 DF1230  PID         -  DF1230
 DF1230  STATE/COUNTY-  GA/COLUMBIA
 DF1230  USGS QUAD   -  EVANS (1980)
 DF1230
 DF1230                         *CURRENT SURVEY CONTROL
 DF1230  ___________________________________________________________________
 DF1230* NAD 83(1994)-  33 34 43.94085(N)    082 08 49.09391(W)     ADJUSTED  
 DF1230* NAVD 88     -        85.2    (meters)     280.     (feet)  VERTCON   
 DF1230  ___________________________________________________________________
 DF1230  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF1230  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DF1230
 DF1230  HORZ ORDER  -  SECOND
 DF1230
 DF1230.The horizontal coordinates were established by classical geodetic methods
 DF1230.and adjusted by the National Geodetic Survey in September 1997..
 DF1230
 DF1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1230
 DF1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1230
 DF1230.The geoid height was determined by GEOID03.
 DF1230
 DF1230;                    North         East     Units Scale Factor Converg.
 DF1230;SPC GA E     -   396,797.661   201,828.371   MT  0.99990004   +0 00 39.2
 DF1230;SPC GA E     - 1,301,826.99    662,165.25   sFT  0.99990004   +0 00 39.2
 DF1230;UTM  17      - 3,716,053.097   393,557.148   MT  0.99973968   -0 38 04.0
 DF1230
 DF1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1230!SPC GA E     -   0.99999128  x   0.99990004  =   0.99989132
 DF1230!UTM  17      -   0.99999128  x   0.99973968  =   0.99973096
 DF1230
 DF1230|---------------------------------------------------------------------|
 DF1230| PID    Reference Object                     Distance      Geod. Az  |
 DF1230|                                                           dddmmss.s |
 DF1230| DF1228 BV 036 210 GADT AZ MK               334.583 METERS 11019     |
 DF1230| DF1231 BV 036 210 GADT RM 1                  9.663 METERS 29026     |
 DF1230|---------------------------------------------------------------------|
 DF1230
 DF1230                          SUPERSEDED SURVEY CONTROL
 DF1230
 DF1230  NAD 83(1986)-  33 34 43.94538(N)    082 08 49.08911(W) AD(       ) 2
 DF1230  NAD 27      -  33 34 43.46470(N)    082 08 49.65604(W) AD(       ) 2
 DF1230  NGVD 29 (07/19/86)   85.4    (m)          280.     (f) VERT ANG       
 DF1230
 DF1230.Superseded values are not recommended for survey control.
 DF1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1230.See file dsdata.txt to determine how the superseded data were derived.
 DF1230
 DF1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9355716053(NAD 83)
 DF1230_MARKER: DD = SURVEY DISK
 DF1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1230+STABILITY: SURFACE MOTION
 DF1230
 DF1230  HISTORY     - Date     Condition        Report By
 DF1230  HISTORY     - 1980     MONUMENTED       GADT
 DF1230
 DF1230                          STATION DESCRIPTION
 DF1230
 DF1230'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1230'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) NORTH-NORTHWEST
 DF1230'OF EVANS, 9.5 KM (6 MI) NORTHWEST OF MARTINEZ, AND 16 KM (10 MI)
 DF1230'EAST-NORTHEAST OF APPLING ON COUNTY RIGHT OF WAY.
 DF1230'
 DF1230'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 DF1230'SAVANNAH RIVER ON GEORGIA STATE ROUTE 28 ABOUT 6 KM (3-3/4 MI)
 DF1230'NORTH OF EVANS, GO SOUTH ALONG STATE ROUTE 28 FOR 2.16 KM
 DF1230'(1.35 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 92 (HARDY-MCMANUS
 DF1230'ROAD PRESENTLY UNDER CONSTRUCTION FOR PAVING) TO THE RIGHT.
 DF1230'TURN RIGHT GOING WEST ALONG COUNTY ROAD 92 FOR 2.4 KM (1.50 MI)
 DF1230'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING WEST ALONG
 DF1230'COUNTY ROAD 92 FOR 0.32 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 DF1230'
 DF1230'THE STATION IS A STANDARD GADT DISK
 DF1230'STAMPED---036-210 1980---,
 DF1230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1230'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1230'12.04 METERS (39.5 FT) NORTH FROM THE CENTERLINE OF THE ROAD
 DF1230'UNDER CONSTRUCTION FOR PAVING,
 DF1230'9.66 METERS (31.7 FT) SOUTH FROM THE CENTERLINE OF THE OLD DIRT
 DF1230'ROAD,
 DF1230'63.09 METERS (207.0 FT) NORTHEAST FROM A POWER POLE ON THE SOUTH
 DF1230'SIDE OF THE ROAD UNDER CONSTRUCTION FOR PAVING, AND
 DF1230'0.98 METER (3.2 FT) SOUTH FROM A WITNESS POST.
 DF1230'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1230'STAMPED---036-210 1980---,
 DF1230'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1230'
 DF1230'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1230'STAMPED---036-210 1980 RM 1---,
 DF1230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1230'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1230'15.24 METERS (50.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD
 DF1230'UNDER CONSTRUCTION,
 DF1230'4.72 METERS (15.5 FT) SOUTH FROM THE CENTERLINE OF THE OLD DIRT
 DF1230'ROAD,
 DF1230'57.12 METERS (187.4 FT) NORTHEAST FROM THE POWER POLE ON THE
 DF1230'SOUTH SIDE OF THE ROAD UNDER CONSTRUCTION, AND
 DF1230'1.05 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 DF1230'MARK IS ABOVE STATION 0.6 METERS.
 DF1230'
 DF1230'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1230'STAMPED---036-210 1980 AZ MK---,
 DF1230'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1230'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1230'12.19 METERS (40.0 FT) NORTHEAST FROM THE CENTERLINE OF
 DF1230'THE ROAD TO BE PAVED,
 DF1230'9.15 METERS (30.0 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1230'0.82 METERS (2.7 FT) SOUTH FROM A WITNESS POST.
 DF1230'
 DF1230'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1230'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1230'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1228 ***********************************************************************
 DF1228  DESIGNATION -  BV 036 210 GADT AZ MK
 DF1228  PID         -  DF1228
 DF1228  STATE/COUNTY-  GA/COLUMBIA
 DF1228  USGS QUAD   -  EVANS (1980)
 DF1228
 DF1228                         *CURRENT SURVEY CONTROL
 DF1228  ___________________________________________________________________
 DF1228* NAD 83(1994)-  33 34 40.17035(N)    082 08 36.92693(W)     ADJUSTED  
 DF1228* NAVD 88     -        71.5    (meters)     235.     (feet)  VERTCON   
 DF1228  ___________________________________________________________________
 DF1228  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DF1228  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DF1228
 DF1228  HORZ ORDER  -  SECOND
 DF1228
 DF1228.The horizontal coordinates were established by classical geodetic methods
 DF1228.and adjusted by the National Geodetic Survey in September 1997..
 DF1228
 DF1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1228
 DF1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1228
 DF1228.The geoid height was determined by GEOID03.
 DF1228
 DF1228;                    North         East     Units Scale Factor Converg.
 DF1228;SPC GA E     -   396,681.570   202,142.132   MT  0.99990006   +0 00 45.9
 DF1228;SPC GA E     - 1,301,446.12    663,194.64   sFT  0.99990006   +0 00 45.9
 DF1228;UTM  17      - 3,715,933.498   393,869.532   MT  0.99973886   -0 37 57.2
 DF1228
 DF1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1228!SPC GA E     -   0.99999343  x   0.99990006  =   0.99989349
 DF1228!UTM  17      -   0.99999343  x   0.99973886  =   0.99973229
 DF1228
 DF1228                          SUPERSEDED SURVEY CONTROL
 DF1228
 DF1228  NAD 83(1986)-  33 34 40.17487(N)    082 08 36.92214(W) AD(       ) 2
 DF1228  NAD 27      -  33 34 39.69409(N)    082 08 37.48942(W) AD(       ) 2
 DF1228  NGVD 29 (07/19/86)   71.7    (m)          235.     (f) VERT ANG       
 DF1228
 DF1228.Superseded values are not recommended for survey control.
 DF1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1228.See file dsdata.txt to determine how the superseded data were derived.
 DF1228
 DF1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9387015933(NAD 83)
 DF1228_MARKER: DD = SURVEY DISK
 DF1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1228+STABILITY: SURFACE MOTION
 DF1228
 DF1228  HISTORY     - Date     Condition        Report By
 DF1228  HISTORY     - 1980     MONUMENTED       GADT
 DF1228
 DF1228                          STATION DESCRIPTION
 DF1228
 DF1228'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1228'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH-NORTHWEST
 DF1228'OF EVANS, 9.5 KM (6 MI) NORTHWEST OF MARTINEZ, AND 16 KM (10 MI)
 DF1228'EAST-NORTHEAST OF APPLING ON COUNTY RIGHT OF WAY.
 DF1228'
 DF1228'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 DF1228'SAVANNAH RIVER ON GEORGIA STATE ROUTE 28 ABOUT 6 KM (3-3/4 MI)
 DF1228'NORTH OF EVANS, GO SOUTH ALONG STATE ROUTE 28 FOR 2.16 KM
 DF1228'(1.35 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 92 (HARDY-MCMANUS
 DF1228'ROAD PRESENTLY UNDER CONSTRUCTION FOR PAVING) TO THE RIGHT.
 DF1228'TURN RIGHT GOING WEST ALONG COUNTY ROAD 92 FOR 2.4 KM (1.50 MI)
 DF1228'TO THE STATION ON THE RIGHT.
 DF1228'
 DF1228'THE STATION IS A STANDARD GADT DISK
 DF1228'STAMPED---036-210 1980 AZ MK---,
 DF1228'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1228'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1228'12.19 METERS (40.0 FT) NORTHEAST FROM THE CENTERLINE OF
 DF1228'THE ROAD TO BE PAVED,
 DF1228'9.15 METERS (30.0 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1228'0.82 METERS (2.7 FT) SOUTH FROM A WITNESS POST.
 DF1228'
 DF1228'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1228'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1197 ***********************************************************************
 DF1197  DESIGNATION -  BV 036 211
 DF1197  PID         -  DF1197
 DF1197  STATE/COUNTY-  GA/COLUMBIA
 DF1197  USGS QUAD   -  MARTINEZ (1980)
 DF1197
 DF1197                         *CURRENT SURVEY CONTROL
 DF1197  ___________________________________________________________________
 DF1197* NAD 83(1994)-  33 32 56.18191(N)    082 05 20.45905(W)     ADJUSTED  
 DF1197* NAVD 88     -       108.539  (meters)     356.10   (feet)  ADJUSTED  
 DF1197  ___________________________________________________________________
 DF1197  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DF1197  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DF1197  DYNAMIC HT  -         108.425 (meters)     355.72  (feet)  COMP
 DF1197  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 DF1197
 DF1197  HORZ ORDER  -  SECOND
 DF1197  VERT ORDER  -  FIRST     CLASS II
 DF1197
 DF1197.The horizontal coordinates were established by classical geodetic methods
 DF1197.and adjusted by the National Geodetic Survey in September 1997..
 DF1197
 DF1197.The orthometric height was determined by differential leveling
 DF1197.and adjusted by the National Geodetic Survey in June 1991..
 DF1197
 DF1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1197
 DF1197.The geoid height was determined by GEOID03.
 DF1197
 DF1197.The dynamic height is computed by dividing the NAVD 88
 DF1197.geopotential number by the normal gravity value computed on the
 DF1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1197.degrees latitude (g = 980.6199 gals.).
 DF1197
 DF1197.The modeled gravity was interpolated from observed gravity values.
 DF1197
 DF1197;                    North         East     Units Scale Factor Converg.
 DF1197;SPC GA E     -   393,480.510   207,210.677   MT  0.99990064   +0 02 34.5
 DF1197;SPC GA E     - 1,290,943.97    679,823.70   sFT  0.99990064   +0 02 34.5
 DF1197;UTM  17      - 3,712,676.127   398,900.873   MT  0.99972601   -0 36 06.8
 DF1197
 DF1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1197!SPC GA E     -   0.99998763  x   0.99990064  =   0.99988827
 DF1197!UTM  17      -   0.99998763  x   0.99972601  =   0.99971364
 DF1197
 DF1197|---------------------------------------------------------------------|
 DF1197| PID    Reference Object                     Distance      Geod. Az  |
 DF1197|                                                           dddmmss.s |
 DF1197| DF1198 BV 036 211 RM 1                      15.704 METERS 32713     |
 DF1197| DF1196 BV 036 211 AZ MK                    APPROX. 0.6 KM 3272614.0 |
 DF1197|---------------------------------------------------------------------|
 DF1197
 DF1197                          SUPERSEDED SURVEY CONTROL
 DF1197
 DF1197  NAD 83(1986)-  33 32 56.18639(N)    082 05 20.45438(W) AD(       ) 2
 DF1197  NAD 27      -  33 32 55.70271(N)    082 05 21.02755(W) AD(       ) 2
 DF1197  NGVD 29 (07/19/86)  108.5    (m)          356.     (f) VERT ANG       
 DF1197
 DF1197.Superseded values are not recommended for survey control.
 DF1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1197.See file dsdata.txt to determine how the superseded data were derived.
 DF1197
 DF1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9890112676(NAD 83)
 DF1197_MARKER: DS = TRIANGULATION STATION DISK
 DF1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1197_SP_SET: CONCRETE POST
 DF1197_STAMPING: B.V. 036-211 1980
 DF1197_PROJECTION: FLUSH
 DF1197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1197+STABILITY: SURFACE MOTION
 DF1197
 DF1197  HISTORY     - Date     Condition        Report By
 DF1197  HISTORY     - 1980     MONUMENTED       GADT
 DF1197  HISTORY     - 1980     GOOD             NGS
 DF1197  HISTORY     - 19980101 SEE DESCRIPTION  METRIC
 DF1197
 DF1197                          STATION DESCRIPTION
 DF1197
 DF1197'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1197'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) NORTH-NORTHWEST
 DF1197'OF MARTINEZ, 4 KM (2-1/2 MI)EAST-NORTHEAST OF EVANS, AND 14 KM
 DF1197'(8-3/4 MI) NORTHWEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1197'
 DF1197'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28 AND
 DF1197'STATE ROUTE 104 ABOUT 1.2 KM (3/4 MI) EAST OF MARTINEZ, GO
 DF1197'NORTHWEST
 DF1197'ALONG STATE ROUTE 28 FOR 3.55 KM (2.2 MI) TO REED CREEK CROSSING.
 DF1197'CONTINUE NORTHERLY ALONG STATE ROUTE 28 FOR 1.45 KM (0.9 MI) TO A
 DF1197'POWER TRANSMISSION LINE CROSSING AND THE STATION ON THE RIGHT.
 DF1197'
 DF1197'THE STATION IS A STANDARD GADT DISK
 DF1197'STAMPED---036-211 1980---,
 DF1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1197'FLUSH WITH GROUND.  IT IS LOCATED
 DF1197'19.42 METERS (63.7 FT) NORTH FROM THE NORTH END OF AN 18 INCH
 DF1197'CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST,
 DF1197'23.1 METERS (75.8 FT) EAST-NORTHEAST FROM THE NORTH END OF AN 18
 DF1197'INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE WEST,
 DF1197'13.11 METERS (43.0 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DF1197'HIGHWAY,
 DF1197'21.77 METERS (71.4 FT) SOUTH-SOUTHEAST FROM A RIGHT OF WAY MARKER,
 DF1197'AND 0.88 METER (2.9 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1197'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1197'STAMPED---036-211 1980---,
 DF1197'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1197'
 DF1197'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1197'STAMPED---036-211 1980 RM 1---,
 DF1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1197'FLUSH WITH GROUND.  IT IS LOCATED
 DF1197'34.5 METERS (113.2 FT) NORTH-NORTHWEST FROM THE NORTH END OF THE
 DF1197'18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST,
 DF1197'12.34 METERS (40.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DF1197'HIGHWAY,
 DF1197'6.62 METERS (21.7 FT) SOUTH FROM THE RIGHT OF WAY MARKER,
 DF1197'AND 1.08 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1197'MARK IS 0.3 METER ABOVE THE STATION.
 DF1197'
 DF1197'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1197'STAMPED---036-211 1980 AZ MK---,
 DF1197'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1197'FLUSH WITH GROUND.  IT IS LOCATED
 DF1197'33.19 METERS (108.9 FT) WEST-SOUTHWEST FROM A POWER POLE WITH A
 DF1197'UTILITY LIGHT ATTACHED ON THE NORTH SIDE OF THE ROAD,
 DF1197'17.68 METERS (58.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DF1197'HIGHWAY,
 DF1197'11.55 METERS (36.6 FT) SOUTHEAST FROM A POWER POLE, AND
 DF1197'0.88 METERS (2.9 FT) NORTHEAST FROM A WITNESS POST.
 DF1197'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING NORTHWEST
 DF1197'ALONG STATE ROUTE 28 FOR 0.55 KM (0.35 MI) TO THE MARK ON THE
 DF1197'LEFT.
 DF1197'
 DF1197'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1197'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1197'COUNTY GA. 1975. REVISED APRIL 1976.
 DF1197
 DF1197                          STATION RECOVERY (1980)
 DF1197
 DF1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF1197'4.8 KM NW FROM MARTINEZ.
 DF1197'6.5 KILOMETERS (4.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 28 FROM
 DF1197'THE SOUTH END OF THE SAVANNAH RIVER BRIDGE TO A MAJOR POWERLINE
 DF1197'CROSSING ABOUT 137.0 METERS (451.5 FEET) SOUTHEAST OF EVANS LOCK
 DF1197'ROAD, SET ON THE EAST SIDE OF THE HIGHWAY JUST NORTHEAST OF THE MOST
 DF1197'NORTHEASTERLY WIRE OF THE MAJOR POWERLINE CROSSING, 13.3 METERS
 DF1197'(43.6 FEET) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DF1197'20.27 METERS (66.5 FEET) NORTH-NORTHWEST OF A DRIVEWAY THAT RUNS
 DF1197'WITH THE POWERLINE CROSSING, 15.7 METERS (51.5 FEET) SOUTH-SOUTHEAST
 DF1197'OF BV 036 211 RM 1 GADT.
 DF1197'THE MARK IS 0.9 METERS  WSW FROM A WITNESS POST.
 DF1197'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DF1197
 DF1197                          STATION RECOVERY (1998)
 DF1197
 DF1197'RECOVERY NOTE BY METRIC SURVEYS 1998 (HB)
 DF1197'MARK DESTROYED.  UG MARK MAY REMAIN.  POST OF MARK WITHOUT DISK FOUND
 DF1197'IN HOLE BY WITNESS POST.  RM 1 NOT FOUND.  DITCH BANK HAS BEEN SLOPED
 DF1197'BACK.  POWER CO SUB-STATION HAS BEEN BUILT ON POWER LINE N/E OF
 DF1197'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1196 ***********************************************************************
 DF1196  DESIGNATION -  BV 036 211 AZ MK
 DF1196  PID         -  DF1196
 DF1196  STATE/COUNTY-  GA/COLUMBIA
 DF1196  USGS QUAD   -  MARTINEZ (1980)
 DF1196
 DF1196                         *CURRENT SURVEY CONTROL
 DF1196  ___________________________________________________________________
 DF1196* NAD 83(1994)-  33 33 11.49269(N)    082 05 32.13711(W)     ADJUSTED  
 DF1196* NAVD 88     -       107.164  (meters)     351.59   (feet)  ADJUSTED  
 DF1196  ___________________________________________________________________
 DF1196  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DF1196  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DF1196  DYNAMIC HT  -         107.051 (meters)     351.22  (feet)  COMP
 DF1196  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 DF1196
 DF1196  HORZ ORDER  -  SECOND
 DF1196  VERT ORDER  -  FIRST     CLASS II
 DF1196
 DF1196.The horizontal coordinates were established by classical geodetic methods
 DF1196.and adjusted by the National Geodetic Survey in September 1997..
 DF1196
 DF1196.The orthometric height was determined by differential leveling
 DF1196.and adjusted by the National Geodetic Survey in June 1991..
 DF1196
 DF1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1196
 DF1196.The geoid height was determined by GEOID03.
 DF1196
 DF1196.The dynamic height is computed by dividing the NAVD 88
 DF1196.geopotential number by the normal gravity value computed on the
 DF1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1196.degrees latitude (g = 980.6199 gals.).
 DF1196
 DF1196.The modeled gravity was interpolated from observed gravity values.
 DF1196
 DF1196;                    North         East     Units Scale Factor Converg.
 DF1196;SPC GA E     -   393,951.960   206,909.106   MT  0.99990059   +0 02 28.1
 DF1196;SPC GA E     - 1,292,490.72    678,834.29   sFT  0.99990059   +0 02 28.1
 DF1196;UTM  17      - 3,713,150.858   398,604.678   MT  0.99972675   -0 36 13.5
 DF1196
 DF1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1196!SPC GA E     -   0.99998784  x   0.99990059  =   0.99988843
 DF1196!UTM  17      -   0.99998784  x   0.99972675  =   0.99971459
 DF1196
 DF1196                          SUPERSEDED SURVEY CONTROL
 DF1196
 DF1196  NAD 83(1986)-  33 33 11.49718(N)    082 05 32.13242(W) AD(       ) 2
 DF1196  NAD 27      -  33 33 11.01389(N)    082 05 32.70523(W) AD(       ) 2
 DF1196  NGVD 29 (07/19/86)  107.1    (m)          351.     (f) VERT ANG       
 DF1196
 DF1196.Superseded values are not recommended for survey control.
 DF1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1196.See file dsdata.txt to determine how the superseded data were derived.
 DF1196
 DF1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9860513151(NAD 83)
 DF1196_MARKER: DZ = AZIMUTH MARK DISK
 DF1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1196_SP_SET: CONCRETE POST
 DF1196_STAMPING: B.V. 036-211 1980 AZ MK
 DF1196_MARK LOGO: GADT  
 DF1196_PROJECTION: FLUSH
 DF1196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1196+STABILITY: SURFACE MOTION
 DF1196
 DF1196  HISTORY     - Date     Condition        Report By
 DF1196  HISTORY     - 1980     MONUMENTED       GADT
 DF1196  HISTORY     - 1980     GOOD             NGS
 DF1196  HISTORY     - 19980101 GOOD             METRIC
 DF1196
 DF1196                          STATION DESCRIPTION
 DF1196
 DF1196'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1196'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) EAST-NORTHEAST
 DF1196'OF EVANS, 4.5 KM (2-3/4 MI) NORTH-NORTHWEST OF MARTINEZ, AND 15
 DF1196'KM (9-1/4 MI) NORTHWEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1196'
 DF1196'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 28 AND 104
 DF1196'ABOUT 1.2 KM (3/4 MI) EAST OF MARTINEZ, GO NORTHWEST ALONG
 DF1196'STATE ROUTE 28 FOR 3.55 KM (2.2 MI) TO REED CREEK CROSSING.
 DF1196'CONTINUE GOING NORTHERLY ALONG STATE ROUTE 28 FOR 1.45 KM (0.9
 DF1196'MI) TO A POWER TRANSMISSION LINE CROSSING.  CONTINUE GOING
 DF1196'NORTHWEST ALONG STATE ROUTE 28 FOR 0.56 KM (0.35 MI) TO THE
 DF1196'STATION ON THE LEFT.
 DF1196'
 DF1196'THE STATION IS A STANDARD GADT DISK
 DF1196'STAMPED---036-211 1980 AZ MK---,
 DF1196'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1196'FLUSH WITH GROUND.  IT IS LOCATED
 DF1196'33.19 METERS (108.9 FT) WEST-SOUTHWEST FROM A POWER POLE WITH A
 DF1196'UTILITY LIGHT ATTACHED ON THE NORTH SIDE OF THE ROAD,
 DF1196'17.68 METERS (58.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DF1196'HIGHWAY,
 DF1196'11.55 METERS (36.6 FT) SOUTHEAST FROM A POWER POLE, AND
 DF1196'0.88 METER (2.9 FT) NORTHEAST FROM A WITNESS POST.
 DF1196'
 DF1196'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1196'COUNTY GA. 1975.  REVISED APRIL 1976.
 DF1196
 DF1196                          STATION RECOVERY (1980)
 DF1196
 DF1196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF1196'5.5 KM NW FROM MARTINEZ.
 DF1196'5.9 KILOMETERS (3.65 MILES) SOUTHEAST ALONG HIGHWAY 28 FROM THE
 DF1196'SOUTH END OF THE SAVANNAH RIVER BRIDGE TO THE MARX INN LOUNGE ON THE
 DF1196'EAST SIDE OF THE HIGHWAY, SET ON THE WEST SIDE OF THE HIGHWAY ON
 DF1196'A SMALL BANK IN LINE WITH THE POWERPOLES, 49.1 METERS (161.4 FEET)
 DF1196'SOUTHWEST OF THE CORNER OF THE INN, 17.67 METERS (58.1 FEET)
 DF1196'WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 28, 11.30 METERS (37.0 FT)
 DF1196'SOUTH-SOUTHEAST OF A POWERPOLE.
 DF1196'THE MARK IS 0.9 METERS  ENE FROM A WITNESS POST.
 DF1196'THE MARK IS 2.0 M ABOVE HIGHWAY.
 DF1196
 DF1196                          STATION RECOVERY (1998)
 DF1196
 DF1196'RECOVERY NOTE BY METRIC SURVEYS 1998 (HB)
 DF1196'RECOVERED IN GOOD CONDITION.  NEW RESIDENTIAL STREET UNDER
 DF1196'CONSTRUCTION JUST NW OF MARK - NEW WITNESS POST PLACED + 1.5 FT (0.5
 DF1196'M) N OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1198 ***********************************************************************
 DF1198  DESIGNATION -  BV 036 211 RM 1
 DF1198  PID         -  DF1198
 DF1198  STATE/COUNTY-  GA/COLUMBIA
 DF1198  USGS QUAD   -  MARTINEZ (1980)
 DF1198
 DF1198                         *CURRENT SURVEY CONTROL
 DF1198  ___________________________________________________________________
 DF1198* NAD 83(1994)-  33 32 56.     (N)    082 05 20.     (W)     SCALED    
 DF1198* NAVD 88     -       108.745  (meters)     356.77   (feet)  ADJUSTED  
 DF1198  ___________________________________________________________________
 DF1198  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DF1198  DYNAMIC HT  -         108.631 (meters)     356.40  (feet)  COMP
 DF1198  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 DF1198
 DF1198  VERT ORDER  -  FIRST     CLASS II
 DF1198
 DF1198.The horizontal coordinates were scaled from a topographic map and have
 DF1198.an estimated accuracy of +/- 6 seconds.
 DF1198
 DF1198.The orthometric height was determined by differential leveling
 DF1198.and adjusted by the National Geodetic Survey in June 1991..
 DF1198
 DF1198.The geoid height was determined by GEOID03.
 DF1198
 DF1198.The dynamic height is computed by dividing the NAVD 88
 DF1198.geopotential number by the normal gravity value computed on the
 DF1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1198.degrees latitude (g = 980.6199 gals.).
 DF1198
 DF1198.The modeled gravity was interpolated from observed gravity values.
 DF1198
 DF1198;                    North         East    Units  Estimated Accuracy
 DF1198;SPC GA E     -   393,480.      207,220.      MT  (+/- 180 meters Scaled)
 DF1198
 DF1198                          SUPERSEDED SURVEY CONTROL
 DF1198
 DF1198  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 DF1198
 DF1198.Superseded values are not recommended for survey control.
 DF1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1198.See file dsdata.txt to determine how the superseded data were derived.
 DF1198
 DF1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT989126(NAD 83)
 DF1198_MARKER: DR = REFERENCE MARK DISK
 DF1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1198_SP_SET: CONCRETE POST
 DF1198_STAMPING: B.V. 036-211 1980 RM 1
 DF1198_PROJECTION: FLUSH
 DF1198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1198+STABILITY: SURFACE MOTION
 DF1198
 DF1198  HISTORY     - Date     Condition        Report By
 DF1198  HISTORY     - 1980     MONUMENTED       GADT
 DF1198  HISTORY     - 1980     GOOD             NGS
 DF1198
 DF1198                          STATION DESCRIPTION
 DF1198
 DF1198'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1198'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) NORTH-NORTHWEST
 DF1198'OF MARTINEZ, 4 KM (2-1/2 MI) EAST-NORTHEAST OF EVANS, AND 14 KM
 DF1198'(8-3/4 MI) NORTHWEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1198'
 DF1198'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 28 AND 104
 DF1198'ABOUT 1.2 KM (3/4 MI) EAST OF MARTINEZ, GO NORTHWEST ALONG
 DF1198'STATE ROUTE 28 FOR 3.55 KM (2.2 MI) TO REED CREEK CROSSING.
 DF1198'CONTINUE NORTHERLY ALONG STATE ROUTE 28 FOR 1.45 KM (0.9 MI) TO A
 DF1198'POWER TRANSMISSION LINE CROSSING AND THE STATION ON THE RIGHT.
 DF1198'
 DF1198'THE STATION IS A STANDARD GADT DISK
 DF1198'STAMPED---036-211 1980 RM 1---,
 DF1198'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1198'FLUSH WITH GROUND.  IT IS LOCATED
 DF1198'34.5 METERS (113.2 FT) NORTH-NORTHWEST FROM THE NORTH END OF AN
 DF1198'18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST,
 DF1198'12.34 METERS (40.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DF1198'HIGHWAY,
 DF1198'6.62 METERS (21.7 FT) SOUTH FROM A RIGHT OF WAY MARKER, AND
 DF1198'1.08 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1198'
 DF1198'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1198'COUNTY GA. 1975.  REVISED APRIL 1976.
 DF1198
 DF1198                          STATION RECOVERY (1980)
 DF1198
 DF1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DF1198'4.8 KM NW FROM MARTINEZ.
 DF1198'6.5 KILOMETERS (4.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE
 DF1198'SOUTH END OF THE SAVANNAH RIVER BRIDGE TO A MAJOR POWERLINE CROSSING
 DF1198'ABOUT 122.0 METERS (400 FEET) SOUTHEAST OF EVANS LOCK ROAD, SET ON THE
 DF1198'EAST SIDE OF THE HIGHWAY ABOUT 24 PACES NORTH-NORTHEAST OF THE
 DF1198'CENTER WIRE OF THE MAJOR POWER LINE CROSSING, 12.3 METERS (40.6 FEET)
 DF1198'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 28, 35.3 METERS (116.0
 DF1198'FEET) NORTH-NORTHWEST OF A DRIVEWAY THAT RUNS WITH POWERLINE CROSSING,
 DF1198'15.7 METERS (51.5 FEET) NORTH-NORTHWEST OF BV 036 211 GADT.
 DF1198'THE MARK IS 1.1 METERS  WSW FROM A WITNESS POST.
 DF1198'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1217 ***********************************************************************
 DF1217  DESIGNATION -  BV 036 212 GADT
 DF1217  PID         -  DF1217
 DF1217  STATE/COUNTY-  GA/COLUMBIA
 DF1217  USGS QUAD   -  MARTINEZ (1980)
 DF1217
 DF1217                         *CURRENT SURVEY CONTROL
 DF1217  ___________________________________________________________________
 DF1217* NAD 83(1994)-  33 31 07.82533(N)    082 06 34.66570(W)     ADJUSTED  
 DF1217* NAVD 88     -       117.2    (meters)     385.     (feet)  VERTCON   
 DF1217  ___________________________________________________________________
 DF1217  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DF1217  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DF1217
 DF1217  HORZ ORDER  -  SECOND
 DF1217
 DF1217.The horizontal coordinates were established by classical geodetic methods
 DF1217.and adjusted by the National Geodetic Survey in September 1997..
 DF1217
 DF1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1217
 DF1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1217
 DF1217.The geoid height was determined by GEOID03.
 DF1217
 DF1217;                    North         East     Units Scale Factor Converg.
 DF1217;SPC GA E     -   390,141.194   205,298.374   MT  0.99990035   +0 01 53.4
 DF1217;SPC GA E     - 1,279,988.23    673,549.75   sFT  0.99990035   +0 01 53.4
 DF1217;UTM  17      - 3,709,359.105   396,951.460   MT  0.99973092   -0 36 46.1
 DF1217
 DF1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1217!SPC GA E     -   0.99998626  x   0.99990035  =   0.99988661
 DF1217!UTM  17      -   0.99998626  x   0.99973092  =   0.99971719
 DF1217
 DF1217|---------------------------------------------------------------------|
 DF1217| PID    Reference Object                     Distance      Geod. Az  |
 DF1217|                                                           dddmmss.s |
 DF1217| DF1219 BV 036 212 GADT AZ MK               373.176 METERS 32722     |
 DF1217| DF1218 BV 036 212 GADT RM 1                 15.242 METERS 32905     |
 DF1217|---------------------------------------------------------------------|
 DF1217
 DF1217                          SUPERSEDED SURVEY CONTROL
 DF1217
 DF1217  NAD 83(1986)-  33 31 07.82988(N)    082 06 34.66107(W) AD(       ) 2
 DF1217  NAD 27      -  33 31 07.34361(N)    082 06 35.23239(W) AD(       ) 2
 DF1217  NGVD 29 (07/19/86)  117.4    (m)          385.     (f) VERT ANG       
 DF1217
 DF1217.Superseded values are not recommended for survey control.
 DF1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1217.See file dsdata.txt to determine how the superseded data were derived.
 DF1217
 DF1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9695109359(NAD 83)
 DF1217_MARKER: DD = SURVEY DISK
 DF1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1217+STABILITY: SURFACE MOTION
 DF1217
 DF1217  HISTORY     - Date     Condition        Report By
 DF1217  HISTORY     - 1980     MONUMENTED       GADT
 DF1217
 DF1217                          STATION DESCRIPTION
 DF1217
 DF1217'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1217'THE STATION IS LOCATED IN MARTINEZ.
 DF1217'OWNERSHIP--COLUMBIA COUNTY RIGHT OF WAY.
 DF1217'
 DF1217'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 124 WITH
 DF1217'STATE ROUTE 232, IN FRONT OF THE ABILENE BAPTIST CHURCH
 DF1217'LOCATED ABOUT 2.4 KM (1-1/2 MI) WEST OF MARTINEZ, GO EAST ALONG
 DF1217'STATE ROUTE 232 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF OLD EVANS
 DF1217'ROAD TO THE LEFT.  TURN LEFT GOING NORTHWEST ALONG OLD EVANS ROAD
 DF1217'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF SYDNEY STREET TO THE
 DF1217'LEFT.  TURN LEFT GOING SOUTHWEST ALONG SYDNEY STREET FOR 0.5 KM
 DF1217'(0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT AND THE JUNCTION OF
 DF1217'MARSHALL STREET TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG
 DF1217'MARSHALL STREET FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 DF1217'RIGHT.
 DF1217'
 DF1217'THE STATION IS A STANDARD GADT DISK
 DF1217'STAMPED---036-212 1980---,
 DF1217'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1217'FLUSH WITH GROUND.  IT IS LOCATED
 DF1217'23.13 METERS (75.90 FT) WEST FROM A POWER POLE ON THE NORTHEAST
 DF1217'SIDE OF THE STREET,
 DF1217'6.71 METERS (22.00 FT) SOUTHWEST FROM THE CENTERLINE OF MARSHALL
 DF1217'STREET,
 DF1217'2.80 METERS (9.200 FT) NORTHWEST FROM ANOTHER POWER POLE, AND
 DF1217'0.76 METER (2.500 FT) NORTHEAST FROM A WITNESS POST.
 DF1217'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1217'STAMPED---036-212 1980---,
 DF1217'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1217'
 DF1217'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1217'STAMPED---036-212 1980 RM 1---,
 DF1217'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1217'FLUSH WITH GROUND.  IT IS LOCATED
 DF1217'5.49 METERS (18.00 FT) SOUTHWEST FROM THE CENTERLINE OF MARSHALL
 DF1217'STREET,
 DF1217'35.97 METERS (118.0 FT) WEST-NORTHWEST FROM THE POWER POLE TO THE
 DF1217'NORTHEAST SIDE OF THE STREET,
 DF1217'18.11 METERS (59.40 FT) NORTHWEST FROM ANOTHER POWER POLE, AND
 DF1217'2.04 METERS (6.700 FT) NORTHEAST FROM A WITNESS POST SET AT THE
 DF1217'FENCELINE.
 DF1217'MARK IS BELOW STATION 00.05 METERS.
 DF1217'
 DF1217'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1217'STAMPED---036-212 1980 AZ MK---,
 DF1217'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1217'FLUSH WITH GROUND.  IT IS LOCATED
 DF1217'8.84 METERS (29.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1217'SYDNEY STREET,
 DF1217'13.20 METERS (43.50 FT) NORTH-NORTHEAST FROM THE POINT OF
 DF1217'INTERSECTION OF CENTERLINES OF MARSHALL STREET AND SYDNEY STREET,
 DF1217'16.40 METERS (53.80 FT) NORTHEAST FROM A POWER POLE, AND
 DF1217'0.88 METER (2.900 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1217'
 DF1217'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1217'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1217'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1219 ***********************************************************************
 DF1219  DESIGNATION -  BV 036 212 GADT AZ MK
 DF1219  PID         -  DF1219
 DF1219  STATE/COUNTY-  GA/COLUMBIA
 DF1219  USGS QUAD   -  MARTINEZ (1980)
 DF1219
 DF1219                         *CURRENT SURVEY CONTROL
 DF1219  ___________________________________________________________________
 DF1219* NAD 83(1994)-  33 31 18.02523(N)    082 06 42.46476(W)     ADJUSTED  
 DF1219* NAVD 88     -       106.0    (meters)     348.     (feet)  VERTCON   
 DF1219  ___________________________________________________________________
 DF1219  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DF1219  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DF1219
 DF1219  HORZ ORDER  -  SECOND
 DF1219
 DF1219.The horizontal coordinates were established by classical geodetic methods
 DF1219.and adjusted by the National Geodetic Survey in September 1997..
 DF1219
 DF1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1219
 DF1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1219
 DF1219.The geoid height was determined by GEOID03.
 DF1219
 DF1219;                    North         East     Units Scale Factor Converg.
 DF1219;SPC GA E     -   390,455.307   205,096.963   MT  0.99990032   +0 01 49.1
 DF1219;SPC GA E     - 1,281,018.79    672,888.95   sFT  0.99990032   +0 01 49.1
 DF1219;UTM  17      - 3,709,675.409   396,753.629   MT  0.99973142   -0 36 50.6
 DF1219
 DF1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1219!SPC GA E     -   0.99998802  x   0.99990032  =   0.99988834
 DF1219!UTM  17      -   0.99998802  x   0.99973142  =   0.99971944
 DF1219
 DF1219                          SUPERSEDED SURVEY CONTROL
 DF1219
 DF1219  NAD 83(1986)-  33 31 18.02977(N)    082 06 42.46012(W) AD(       ) 2
 DF1219  NAD 27      -  33 31 17.54377(N)    082 06 43.03118(W) AD(       ) 2
 DF1219  NGVD 29 (07/19/86)  106.2    (m)          348.     (f) VERT ANG       
 DF1219
 DF1219.Superseded values are not recommended for survey control.
 DF1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1219.See file dsdata.txt to determine how the superseded data were derived.
 DF1219
 DF1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9675409675(NAD 83)
 DF1219_MARKER: DD = SURVEY DISK
 DF1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1219+STABILITY: SURFACE MOTION
 DF1219
 DF1219  HISTORY     - Date     Condition        Report By
 DF1219  HISTORY     - 1980     MONUMENTED       GADT
 DF1219
 DF1219                          STATION DESCRIPTION
 DF1219
 DF1219'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1219'THE STATION IS LOCATED IN MARTINEZ.
 DF1219'OWNERSHIP--COLUMBIA COUNTY RIGHT OF WAY.
 DF1219'
 DF1219'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 124 WITH
 DF1219'STATE ROUTE 232 IN FRONT OF THE ABILENE BAPTIST CHURCH ABOUT 2.4
 DF1219'KM (1-1/2 MI) WEST OF MARTINEZ, GO EAST ALONG STATE ROUTE 232 FOR
 DF1219'0.3 KM (0.2 MI) TO THE JUNCTION OF OLD EVANS ROAD TO THE LEFT.
 DF1219'TURN LEFT GOING NORTHWEST ALONG OLD EVANS ROAD FOR 1.9 KM (1.2 MI)
 DF1219'TO THE JUNCTION OF SYDNEY STREET TO THE LEFT.  TURN LEFT GOING
 DF1219'SOUTHWEST ALONG SYDNEY STREET FOR 0.5 KM (0.3 MI) TO THE STATION
 DF1219'ON THE RIGHT AT THE JUNCTION OF MARSHALL STREET.
 DF1219'
 DF1219'THE STATION IS A STANDARD GADT DISK
 DF1219'STAMPED---036-212 1980 AZ MK---,
 DF1219'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1219'FLUSH WITH GROUND.  IT IS LOCATED
 DF1219'8.84 METERS (29.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1219'SYDNEY STREET,
 DF1219'13.20 METERS (43.50 FT) NORTH-NORTHEAST FROM THE POINT OF
 DF1219'INTERSECTION OF CENTERLINES OF MARSHALL STREET AND SYDNEY STREET,
 DF1219'16.40 METERS (53.80 FT) NORTHEAST FROM A POWER POLE, AND
 DF1219'0.88 METER (2.900 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1219'
 DF1219'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1219'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1418 ***********************************************************************
 DF1418  DESIGNATION -  BV 036 213 GADT
 DF1418  PID         -  DF1418
 DF1418  STATE/COUNTY-  GA/COLUMBIA
 DF1418  USGS QUAD   -  GROVETOWN (1980)
 DF1418
 DF1418                         *CURRENT SURVEY CONTROL
 DF1418  ___________________________________________________________________
 DF1418* NAD 83(1994)-  33 28 38.28508(N)    082 09 40.04983(W)     ADJUSTED  
 DF1418* NAVD 88     -       155.8    (meters)     511.     (feet)  VERTCON   
 DF1418  ___________________________________________________________________
 DF1418  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DF1418  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF1418
 DF1418  HORZ ORDER  -  SECOND
 DF1418
 DF1418.The horizontal coordinates were established by classical geodetic methods
 DF1418.and adjusted by the National Geodetic Survey in September 1997..
 DF1418
 DF1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1418
 DF1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1418
 DF1418.The geoid height was determined by GEOID03.
 DF1418
 DF1418;                    North         East     Units Scale Factor Converg.
 DF1418;SPC GA E     -   385,532.987   200,515.033   MT  0.99990000   +0 00 11.0
 DF1418;SPC GA E     - 1,264,869.47    657,856.40   sFT  0.99990000   +0 00 11.0
 DF1418;UTM  17      - 3,704,805.690   392,117.419   MT  0.99974349   -0 38 26.0
 DF1418
 DF1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1418!SPC GA E     -   0.99998018  x   0.99990000  =   0.99988019
 DF1418!UTM  17      -   0.99998018  x   0.99974349  =   0.99972368
 DF1418
 DF1418:                Primary Azimuth Mark                     Grid Az
 DF1418:SPC GA E     -  EVANS COLUMBIA CO BELAIR TANK            020 32 57.8
 DF1418:UTM  17      -  EVANS COLUMBIA CO BELAIR TANK            021 11 34.8
 DF1418
 DF1418|---------------------------------------------------------------------|
 DF1418| PID    Reference Object                     Distance      Geod. Az  |
 DF1418|                                                           dddmmss.s |
 DF1418| DF1227 EVANS COLUMBIA CO BELAIR TANK       APPROX. 4.6 KM 0203308.8 |
 DF1418| DF1342 MARTINEZ COL CO WHEELER TK          APPROX. 4.9 KM 0745259.1 |
 DF1418| DF1417 BV 036 213 GADT RM 1                  9.813 METERS 14737     |
 DF1418| DF1395 BV 036 213 GADT AZ MK               297.682 METERS 32815     |
 DF1418|---------------------------------------------------------------------|
 DF1418
 DF1418                          SUPERSEDED SURVEY CONTROL
 DF1418
 DF1418  NAD 83(1986)-  33 28 38.28983(N)    082 09 40.04520(W) AD(       ) 2
 DF1418  NAD 27      -  33 28 37.80041(N)    082 09 40.61116(W) AD(       ) 2
 DF1418  NGVD 29 (07/19/86)  156.0    (m)          512.     (f) VERT ANG       
 DF1418
 DF1418.Superseded values are not recommended for survey control.
 DF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1418.See file dsdata.txt to determine how the superseded data were derived.
 DF1418
 DF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9211704806(NAD 83)
 DF1418_MARKER: DD = SURVEY DISK
 DF1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1418+STABILITY: SURFACE MOTION
 DF1418
 DF1418  HISTORY     - Date     Condition        Report By
 DF1418  HISTORY     - 1980     MONUMENTED       GADT
 DF1418
 DF1418                          STATION DESCRIPTION
 DF1418
 DF1418'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1418'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) WEST OF
 DF1418'AUGUSTA, 4.5 KM (2-3/4 MI) NORTHEAST OF GROVETOWN, AND 19 KM
 DF1418'(11-3/4 MI) NORTH-NORTHWEST OF HEPHZIBAH.
 DF1418'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1418'
 DF1418'TO REACH THE STATION FROM THE CITY HALL IN GROVETOWN, GO NORTHWEST
 DF1418'ALONG STATE ROUTE 223 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 DF1418'PAVED COUNTY ROAD 92121 (WRIGHTSBORO ROAD) CROSSING.  TURN
 DF1418'RIGHT GOING EAST ALONG WRIGHTSBORO ROAD FOR 5.1 KM
 DF1418'(3.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 281 (POSTED
 DF1418'WILKINS ROAD, LISTED ON COUNTY MAP AS GRAY ROAD) TO THE LEFT.
 DF1418'TURN LEFT GOING NORTH ALONG COUNTY ROAD 281 FOR 1.1 KM (0.7 MI)
 DF1418'TO THE JUNCTION OF A DIRT ROAD (UNNAMED) TO THE RIGHT,
 DF1418'A DIM TRACK ROAD STRAIGHT AHEAD TO THE NORTH, AND A DIRT
 DF1418'DRIVEWAY TO THE RESIDENCE OF I.J JACKSON TO THE LEFT.
 DF1418'(TO REACH THE AZIMUTH MARK FROM THIS POINT,
 DF1418'GO NORTH ALONG THE TRACK ROAD FOR 0.4 KM (0.25 MI) TO A 2
 DF1418'METER (6 FT) HIGH BANK.  TURN RIGHT GOING EAST ALONG THE BASE OF
 DF1418'THE BANK FOR 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT ON TOP OF
 DF1418'THE BANK NEAR AN INTERSTATE 20 RIGHT OF WAY FENCELINE.)
 DF1418'TURN RIGHT GOING WEST ALONG THE DIRT
 DF1418'ROAD FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF A DIM TRACK
 DF1418'ROAD TO THE LEFT AND THE STATION ON THE LEFT.
 DF1418'
 DF1418'THE STATION IS A STANDARD GADT DISK
 DF1418'STAMPED---036-213 1980---,
 DF1418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1418'FLUSH WITH GROUND.  IT IS LOCATED
 DF1418'14.48 METERS (47.50 FT) NORTH FROM THE CENTERLINE OF THE
 DF1418'UNNAMED DIRT ROAD,
 DF1418'5.49 METERS (18.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1418'THE DIM TRACK ROAD,
 DF1418'23.12 METERS (76.00 FT) NORTH-NORTHEAST FROM A POWER POLE TO THE
 DF1418'SOUTH OF THE UNNAMED DIRT ROAD, AND
 DF1418'0.82 METER (2.700 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1418'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1418'STAMPED---036-213 1980---,
 DF1418'SET INTO AN IRREGULAR MASS OF CONCRETE 0.6 METERS BELOW THE SURFACE.
 DF1418'
 DF1418'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1418'STAMPED---036-213 1980 RM 1---,
 DF1418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1418'FLUSH WITH GROUND.  IT IS LOCATED
 DF1418'5.00 METERS (16.40 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1418'THE UNNAMED DIRT ROAD,
 DF1418'3.81 METERS (12.60 FT) SOUTHEAST FROM THE CENTERLINE OF THE DIM
 DF1418'TRACK ROAD,
 DF1418'17.04 METERS (55.90 FT) NORTHEAST FROM THE POWER POLE, AND
 DF1418'0.89 METER (2.900 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1418'MARK IS BELOW STATION 0.200 METERS.
 DF1418'
 DF1418'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1418'STAMPED---036-213 1980 AZ MK---,
 DF1418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1418'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1418'11.43 METERS (37.50 FT) NORTH FROM THE CENTERLINE OF THE TRACK
 DF1418'ROAD AROUND THE BAR PIT,
 DF1418'3.39 METERS (11.10 FT) EAST-NORTHEAST FROM A 4 INCH PINE TREE,
 DF1418'0.79 METER (2.600 FT) SOUTH FROM THE RIGHT OF WAY FENCE OF THE
 DF1418'EAST BOUND LANE OF INTERSTATE 20, AND
 DF1418'1.46 METERS (4.800 FT) NORTH FROM A WITNESS POST.
 DF1418'
 DF1418'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1418'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1418'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1395 ***********************************************************************
 DF1395  DESIGNATION -  BV 036 213 GADT AZ MK
 DF1395  PID         -  DF1395
 DF1395  STATE/COUNTY-  GA/COLUMBIA
 DF1395  USGS QUAD   -  GROVETOWN (1980)
 DF1395
 DF1395                         *CURRENT SURVEY CONTROL
 DF1395  ___________________________________________________________________
 DF1395* NAD 83(1994)-  33 28 46.50095(N)    082 09 46.11772(W)     ADJUSTED  
 DF1395* NAVD 88     -       151.6    (meters)     497.     (feet)  VERTCON   
 DF1395  ___________________________________________________________________
 DF1395  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 DF1395  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF1395
 DF1395  HORZ ORDER  -  SECOND
 DF1395
 DF1395.The horizontal coordinates were established by classical geodetic methods
 DF1395.and adjusted by the National Geodetic Survey in September 1997..
 DF1395
 DF1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1395
 DF1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1395
 DF1395.The geoid height was determined by GEOID03.
 DF1395
 DF1395;                    North         East     Units Scale Factor Converg.
 DF1395;SPC GA E     -   385,786.079   200,358.375   MT  0.99990000   +0 00 07.7
 DF1395;SPC GA E     - 1,265,699.83    657,342.44   sFT  0.99990000   +0 00 07.7
 DF1395;UTM  17      - 3,705,060.486   391,963.638   MT  0.99974390   -0 38 29.5
 DF1395
 DF1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1395!SPC GA E     -   0.99998084  x   0.99990000  =   0.99988084
 DF1395!UTM  17      -   0.99998084  x   0.99974390  =   0.99972475
 DF1395
 DF1395                          SUPERSEDED SURVEY CONTROL
 DF1395
 DF1395  NAD 83(1986)-  33 28 46.50571(N)    082 09 46.11309(W) AD(       ) 2
 DF1395  NAD 27      -  33 28 46.01649(N)    082 09 46.67888(W) AD(       ) 2
 DF1395  NGVD 29 (07/19/86)  151.8    (m)          498.     (f) VERT ANG       
 DF1395
 DF1395.Superseded values are not recommended for survey control.
 DF1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1395.See file dsdata.txt to determine how the superseded data were derived.
 DF1395
 DF1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9196405060(NAD 83)
 DF1395_MARKER: DD = SURVEY DISK
 DF1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1395+STABILITY: SURFACE MOTION
 DF1395
 DF1395  HISTORY     - Date     Condition        Report By
 DF1395  HISTORY     - 1980     MONUMENTED       GADT
 DF1395
 DF1395                          STATION DESCRIPTION
 DF1395
 DF1395'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1395'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) WEST OF
 DF1395'AUGUSTA, 4.8 KM (3 MI) NORTHEAST OF GROVETOWN, AND 19.2 KM
 DF1395'(12 MI) NORTH-NORTHWEST OF HEPHZIBAH.
 DF1395'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1395'
 DF1395'TO REACH THE STATION FROM THE CITY HALL IN GROVETOWN, GO NORTHWEST
 DF1395'ALONG STATE ROUTE 223 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 DF1395'PAVED COUNTY ROAD 92121 (WRIGHTSBORO ROAD) CROSSING.  TURN
 DF1395'RIGHT GOING EAST ALONG WRIGHTSBORO ROAD FOR 5.1 KM
 DF1395'(3.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 281 (POSTED
 DF1395'WILKINS ROAD, LISTED ON COUNTY MAP AS GRAY ROAD) TO THE LEFT.
 DF1395'TURN LEFT GOING NORTH ALONG COUNTY ROAD 281 FOR 1.1 KM (0.7 MI)
 DF1395'TO THE JUNCTION OF A DIRT ROAD (UNNAMED) TO THE RIGHT,
 DF1395'A DIM TRACK ROAD STRAIGHT AHEAD TO THE NORTH, AND A DIRT
 DF1395'DRIVEWAY TO THE RESIDENCE OF I.J JACKSON TO THE LEFT.
 DF1395'GO NORTH ALONG THE TRACK ROAD FOR 0.4 KM (0.25 MI) TO A 2
 DF1395'METER (6 FT) HIGH BANK.  TURN RIGHT GOING EAST ALONG THE BASE OF
 DF1395'THE BANK FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT ON TOP OF
 DF1395'THE BANK NEAR AN INTERSTATE 20 RIGHT OF WAY FENCELINE.
 DF1395'
 DF1395'THE STATION IS A STANDARD GADT DISK
 DF1395'STAMPED---036-213 1980 AZ MK---,
 DF1395'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1395'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1395'11.43 METERS (37.50 FT) NORTH FROM THE CENTERLINE OF THE TRACK
 DF1395'ROAD AROUND THE BAR PIT,
 DF1395'3.39 METERS (11.10 FT) EAST-NORTHEAST FROM A 4 INCH PINE TREE,
 DF1395'0.79 METER (2.600 FT) SOUTH FROM THE RIGHT OF WAY FENCE OF THE
 DF1395'EAST BOUND LANE OF INTERSTATE 20, AND
 DF1395'1.46 METERS (4.800 FT) NORTH FROM A WITNESS POST.
 DF1395'
 DF1395'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1395'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1233 ***********************************************************************
 DF1233  DESIGNATION -  BV 036 214 GADT
 DF1233  PID         -  DF1233
 DF1233  STATE/COUNTY-  GA/COLUMBIA
 DF1233  USGS QUAD   -  EVANS (1980)
 DF1233
 DF1233                         *CURRENT SURVEY CONTROL
 DF1233  ___________________________________________________________________
 DF1233* NAD 83(1994)-  33 32 12.59878(N)    082 13 54.19986(W)     ADJUSTED  
 DF1233* NAVD 88     -       115.4    (meters)     379.     (feet)  VERTCON   
 DF1233  ___________________________________________________________________
 DF1233  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1233  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DF1233
 DF1233  HORZ ORDER  -  SECOND
 DF1233
 DF1233.The horizontal coordinates were established by classical geodetic methods
 DF1233.and adjusted by the National Geodetic Survey in September 1997..
 DF1233
 DF1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1233
 DF1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1233
 DF1233.The geoid height was determined by GEOID03.
 DF1233
 DF1233;                    North         East     Units Scale Factor Converg.
 DF1233;SPC GA E     -   392,137.066   193,958.041   MT  0.99990045   -0 02 09.4
 DF1233;SPC GA E     - 1,286,536.36    636,344.01   sFT  0.99990045   -0 02 09.4
 DF1233;UTM  17      - 3,711,482.075   385,636.041   MT  0.99976124   -0 40 50.0
 DF1233
 DF1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1233!SPC GA E     -   0.99998650  x   0.99990045  =   0.99988695
 DF1233!UTM  17      -   0.99998650  x   0.99976124  =   0.99974775
 DF1233
 DF1233|---------------------------------------------------------------------|
 DF1233| PID    Reference Object                     Distance      Geod. Az  |
 DF1233|                                                           dddmmss.s |
 DF1233| DF1232 BV 036 214 GADT AZ MK               107.852 METERS 02000     |
 DF1233| DF1255 KIOKEE                              APPROX. 3.8 KM 2851040.2 |
 DF1233| DF1234 BV 036 214 GADT RM 1                  8.098 METERS 28542     |
 DF1233|---------------------------------------------------------------------|
 DF1233
 DF1233                          SUPERSEDED SURVEY CONTROL
 DF1233
 DF1233  NAD 83(1986)-  33 32 12.60350(N)    082 13 54.19558(W) AD(       ) 2
 DF1233  NAD 27      -  33 32 12.11822(N)    082 13 54.75848(W) AD(       ) 2
 DF1233  NGVD 29 (07/19/86)  115.6    (m)          379.     (f) VERT ANG       
 DF1233
 DF1233.Superseded values are not recommended for survey control.
 DF1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1233.See file dsdata.txt to determine how the superseded data were derived.
 DF1233
 DF1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8563611482(NAD 83)
 DF1233_MARKER: DD = SURVEY DISK
 DF1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1233+STABILITY: SURFACE MOTION
 DF1233
 DF1233  HISTORY     - Date     Condition        Report By
 DF1233  HISTORY     - 1980     MONUMENTED       GADT
 DF1233
 DF1233                          STATION DESCRIPTION
 DF1233
 DF1233'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1233'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF APPLING, 9.8 KM
 DF1233'(6 MI) WEST OF EVANS, AND 10.2 KM (6-1/2 MI) NORTH-NORTHWEST OF
 DF1233'GROVETOWN ON THE PROPERTY OF ALBERT GARY.  TELEPHONE NUMBERS
 DF1233'733-6212, AND 733-2263.
 DF1233'
 DF1233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1233'ROUTE 47) AND STATE ROUTE 232 ABOUT 1.2 KM (3/4 MI) SOUTH OF
 DF1233'APPLING, GO EAST ALONG STATE ROUTE 232 FOR 4.75 KM (2.95 MI) TO
 DF1233'THE JUNCTION OF COUNTY ROAD 323 TO THE RIGHT AND THE BLANCHARD
 DF1233'HIGH SCHOOL ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE
 DF1233'232 FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF COUNTY ROAD 83 (CLANTON
 DF1233'ROAD) TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 83 FOR
 DF1233'2.9 KM (1.8 MI) TO A WHITE BLOCK HOUSE RESIDENCE OF MR. R.H.
 DF1233'WRIGHT ON THE LEFT.TURN LEFT GOING WEST TOWARD THE RIGHT SIDE OF
 DF1233'THE HOUSE FOR ABOUT 15.24 METERS (50 FT) TO A GATE.  GO THROUGH
 DF1233'THE GATE AND CONTINUE ALONG A FIELD ROAD FOR 0.08 KM (0.05 MI) TO
 DF1233'A THREE WAY FORK AND A GATE ON THE LEFT.  TURN LEFT PASSING
 DF1233'THROUGH THE GATE AND CONTINUE ALONG THE FIELD ROAD FOR 0.3 KM
 DF1233'(0.2 MI) TO THE JUNCTION OF A GRAVEL ROAD TO THE LEFT AND THE
 DF1233'AZIMUTH MARK ON THE RIGHT.  TURN LEFT GOING SOUTHERLY ALONG THE
 DF1233'GRAVEL ROAD FOR 0.16 KM (0.1 MI) TO THE STATION ON THE LEFT.
 DF1233'
 DF1233'THE STATION IS A STANDARD GADT DISK
 DF1233'STAMPED---036-214 1980---,
 DF1233'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1233'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1233'22.25 METERS (73.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER
 DF1233'OF A BRICK WELL HOUSE,
 DF1233'4.66 METERS (15.3 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1233'DIRT FIELD ROAD, AND
 DF1233'0.95 METER (3.1 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1233'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1233'STAMPED---036-214 1980---,
 DF1233'SET INTO AN IRREGULAR MASS OF CONCRETE 0.6 METERS BELOW THE SURFACE.
 DF1233'
 DF1233'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1233'STAMPED---036-214 1980 RM 1---,
 DF1233'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1233'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1233'30.33 METERS (99.5 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 DF1233'BRICK WELL HOUSE,
 DF1233'3.2 METERS (10.5 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1233'DIRT FIELD ROAD, AND
 DF1233'0.49 METER (1.6 FT) EAST-SOUTHEAST FROM A WITNESS POST AT A
 DF1233'FENCELINE.
 DF1233'MARK IS LEVEL WITH STATION.
 DF1233'
 DF1233'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1233'STAMPED---036-214 1980 AZ MK---,
 DF1233'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1233'FLUSH WITH GROUND.  IT IS LOCATED
 DF1233'13.2 METERS (43.3 FT) NORTHWEST FROM THE SOUTHERNMOST POST OF A
 DF1233'GATE ON A FENCELINE CROSSING THE FIELD ROAD,
 DF1233'12.25 METERS (40.2 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST POST
 DF1233'AND CORNER POST OF A GATE ON THE WEST SIDE OF THE FIELD ROAD,
 DF1233'8.69 METERS (28.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1233'FIELD ROAD, AND
 DF1233'0.80 METERS (2.65 FT) SOUTH FROM A WITNESS POST.
 DF1233'
 DF1233'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS ONLY ONE
 DF1233'SET.
 DF1233'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1233'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1233'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1232 ***********************************************************************
 DF1232  DESIGNATION -  BV 036 214 GADT AZ MK
 DF1232  PID         -  DF1232
 DF1232  STATE/COUNTY-  GA/COLUMBIA
 DF1232  USGS QUAD   -  EVANS (1980)
 DF1232
 DF1232                         *CURRENT SURVEY CONTROL
 DF1232  ___________________________________________________________________
 DF1232* NAD 83(1994)-  33 32 15.88823(N)    082 13 52.77004(W)     ADJUSTED  
 DF1232* NAVD 88     -       115.3    (meters)     378.     (feet)  VERTCON   
 DF1232  ___________________________________________________________________
 DF1232  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1232  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DF1232
 DF1232  HORZ ORDER  -  SECOND
 DF1232
 DF1232.The horizontal coordinates were established by classical geodetic methods
 DF1232.and adjusted by the National Geodetic Survey in September 1997..
 DF1232
 DF1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1232
 DF1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1232
 DF1232.The geoid height was determined by GEOID03.
 DF1232
 DF1232;                    North         East     Units Scale Factor Converg.
 DF1232;SPC GA E     -   392,238.379   193,994.991   MT  0.99990044   -0 02 08.6
 DF1232;SPC GA E     - 1,286,868.75    636,465.23   sFT  0.99990044   -0 02 08.6
 DF1232;UTM  17      - 3,711,582.952   385,674.123   MT  0.99976114   -0 40 49.3
 DF1232
 DF1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1232!SPC GA E     -   0.99998652  x   0.99990044  =   0.99988696
 DF1232!UTM  17      -   0.99998652  x   0.99976114  =   0.99974766
 DF1232
 DF1232                          SUPERSEDED SURVEY CONTROL
 DF1232
 DF1232  NAD 83(1986)-  33 32 15.89295(N)    082 13 52.76576(W) AD(       ) 2
 DF1232  NAD 27      -  33 32 15.40775(N)    082 13 53.32871(W) AD(       ) 2
 DF1232  NGVD 29 (07/19/86)  115.5    (m)          379.     (f) VERT ANG       
 DF1232
 DF1232.Superseded values are not recommended for survey control.
 DF1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1232.See file dsdata.txt to determine how the superseded data were derived.
 DF1232
 DF1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8567411583(NAD 83)
 DF1232_MARKER: DD = SURVEY DISK
 DF1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1232+STABILITY: SURFACE MOTION
 DF1232
 DF1232  HISTORY     - Date     Condition        Report By
 DF1232  HISTORY     - 1980     MONUMENTED       GADT
 DF1232
 DF1232                          STATION DESCRIPTION
 DF1232
 DF1232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1232'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF APPLING, 9.5 KM
 DF1232'(6 MI) WEST OF EVANS, AND 10.2 KM (6-1/2 MI) NORTH-NORTHWEST OF
 DF1232'GROVETOWN ON THE PROPERTY OF ALBERT GARY.  TELEPHONE NUMBERS
 DF1232'733-6212, AND 733-2263.
 DF1232'
 DF1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1232'ROUTE 47) AND STATE ROUTE 232 ABOUT 1.2 KM (3/4 MI) SOUTH OF
 DF1232'APPLING, GO EAST ALONG STATE ROUTE 232 FOR 4.75 KM (2.95 MI) TO
 DF1232'THE JUNCTION OF COUNTY ROAD 323 TO THE RIGHT AND THE BLANCHARD
 DF1232'HIGH SCHOOL ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE
 DF1232'232 FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF COUNTY ROAD 83 (CLANTON
 DF1232'ROAD) TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 83 FOR
 DF1232'2.9 KM (1.8 MI) TO A WHITE BLOCK HOUSE RESIDENCE OF MR. R.H.
 DF1232'WRIGHT ON THE LEFT.TURN LEFT GOING WEST TOWARD THE RIGHT SIDE OF
 DF1232'THE HOUSE FOR ABOUT 15.24 METERS (50 FT) TO A GATE.  GO THROUGH
 DF1232'THE GATE AND CONTINUE ALONG A FIELD ROAD FOR 0.08 KM (0.05 MI) TO
 DF1232'A THREE WAY FORK AND A GATE ON THE LEFT.  TURN LEFT PASSING
 DF1232'THROUGH THE GATE AND CONTINUE ALONG THE FIELD ROAD FOR 0.3 KM
 DF1232'(0.2 MI) TO THE JUNCTION OF A GRAVEL ROAD TO THE LEFT AND THE
 DF1232'STATION ON THE RIGHT.
 DF1232'
 DF1232'THE STATION IS A STANDARD GADT DISK
 DF1232'STAMPED---036-214 1980 AZ MK---,
 DF1232'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1232'FLUSH WITH GROUND.  IT IS LOCATED
 DF1232'13.2 METERS (43.3 FT) NORTHWEST FROM THE SOUTHERNMOST POST OF A
 DF1232'GATE ON A FENCELINE CROSSING THE FIELD ROAD,
 DF1232'12.25 METERS (40.2 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST POST
 DF1232'AND CORNER POST OF A GATE ON THE WEST SIDE OF THE FIELD ROAD,
 DF1232'8.69 METERS (28.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1232'FIELD ROAD, AND
 DF1232'0.80 METERS (2.65 FT) SOUTH FROM A WITNESS POST.
 DF1232'
 DF1232'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1232'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1257 ***********************************************************************
 DF1257  DESIGNATION -  BV 036 215 GADT
 DF1257  PID         -  DF1257
 DF1257  STATE/COUNTY-  GA/COLUMBIA
 DF1257  USGS QUAD   -  APPLING (1981)
 DF1257
 DF1257                         *CURRENT SURVEY CONTROL
 DF1257  ___________________________________________________________________
 DF1257* NAD 83(1994)-  33 30 40.23840(N)    082 17 00.18207(W)     ADJUSTED  
 DF1257* NAVD 88     -       140.6    (meters)     461.     (feet)  VERTCON   
 DF1257  ___________________________________________________________________
 DF1257  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DF1257  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF1257
 DF1257  HORZ ORDER  -  SECOND
 DF1257
 DF1257.The horizontal coordinates were established by classical geodetic methods
 DF1257.and adjusted by the National Geodetic Survey in September 1997..
 DF1257
 DF1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1257
 DF1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1257
 DF1257.The geoid height was determined by GEOID03.
 DF1257
 DF1257;                    North         East     Units Scale Factor Converg.
 DF1257;SPC GA E     -   389,295.985   189,156.813   MT  0.99990145   -0 03 52.0
 DF1257;SPC GA E     - 1,277,215.24    620,591.98   sFT  0.99990145   -0 03 52.0
 DF1257;UTM  17      - 3,708,695.544   380,803.805   MT  0.99977516   -0 42 31.1
 DF1257
 DF1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1257!SPC GA E     -   0.99998253  x   0.99990145  =   0.99988398
 DF1257!UTM  17      -   0.99998253  x   0.99977516  =   0.99975769
 DF1257
 DF1257|---------------------------------------------------------------------|
 DF1257| PID    Reference Object                     Distance      Geod. Az  |
 DF1257|                                                           dddmmss.s |
 DF1257| DF1256 BV 036 215 GADT RM 1                 19.023 METERS 17003     |
 DF1257| DF1258 BV 036 215 GADT AZ MK               APPROX. 1.2 KM 3500402.2 |
 DF1257|---------------------------------------------------------------------|
 DF1257
 DF1257                          SUPERSEDED SURVEY CONTROL
 DF1257
 DF1257  NAD 83(1986)-  33 30 40.24319(N)    082 17 00.17775(W) AD(       ) 2
 DF1257  NAD 27      -  33 30 39.75549(N)    082 17 00.73530(W) AD(       ) 2
 DF1257  NGVD 29 (07/19/86)  140.8    (m)          462.     (f) VERT ANG       
 DF1257
 DF1257.Superseded values are not recommended for survey control.
 DF1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1257.See file dsdata.txt to determine how the superseded data were derived.
 DF1257
 DF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8080408696(NAD 83)
 DF1257_MARKER: DD = SURVEY DISK
 DF1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1257+STABILITY: SURFACE MOTION
 DF1257
 DF1257  HISTORY     - Date     Condition        Report By
 DF1257  HISTORY     - 1980     MONUMENTED       GADT
 DF1257  HISTORY     - 20031208 MARK NOT FOUND   USPSQD
 DF1257
 DF1257                          STATION DESCRIPTION
 DF1257
 DF1257'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1257'THE STATION IS LOCATED ABOUT 10.8 KM (6-3/4 MI) NORTH OF HARLEM,
 DF1257'4.8 KM (3 MI) SOUTHEAST OF APPLING, AND 10.5 KM (6-1/2 MI)
 DF1257'NORTHWEST OF GROVETOWN.
 DF1257'OWNERSHIP--COLUMBIA COUNTY RIGHT OF WAY.
 DF1257'
 DF1257'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 221
 DF1257'(STATE ROUTE 47) AND STATE ROUTE 232 ABOUT 1.6 KM (1 MI) SOUTH OF
 DF1257'APPLING, GO EAST ALONG STATE ROUTE 232 FOR 2.9 KM (1.8 MI) TO THE
 DF1257'JUNCTION OF PAVED COUNTY ROAD 92122 (LOUISVILLE ROAD ) CROSSING.
 DF1257'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 92122 FOR 1.0 KM (0.6
 DF1257'MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG
 DF1257'COUNTY ROAD 92122 FOR 1.2 KM (0.75 MI) TO THE STATION ON THE
 DF1257'RIGHT NEAR A POWER POLE.
 DF1257'
 DF1257'THE STATION IS A STANDARD GADT DISK
 DF1257'STAMPED---036-215 1980---,
 DF1257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1257'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1257'14.93 METERS (49.00 FT) WEST FROM THE CENTERLINE OF LOUISVILLE
 DF1257'ROAD,
 DF1257'29.05 METERS (95.30 FT) NORTH FROM A POWER POLE,
 DF1257'2.26 METERS (7.400 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE,
 DF1257'1.43 METERS (4.700 FT) NORTHEAST FROM A CORNER POST FOR THE
 DF1257'FENCELINES, AND
 DF1257'0.9 METER (2.950 FT) EAST FROM A WITNESS POST SET AT THE FENCE
 DF1257'LINE.
 DF1257'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1257'STAMPED---036-215 1980---,
 DF1257'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1257'
 DF1257'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1257'STAMPED---036-215 1980 RM 1---,
 DF1257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1257'FLUSH WITH GROUND.  IT IS LOCATED
 DF1257'17.68 METERS (58.00 FT) SOUTH-SOUTHEAST FROM THE FENCE CORNER
 DF1257'POST,
 DF1257'17.65 METERS (57.90 FT) SOUTH FROM THE POWER POLE,
 DF1257'10.00 METERS (32.80 FT) NORTH-NORTHWEST FROM THE OTHER POWER POLE,
 DF1257'AND
 DF1257'0.61 METER (2.000 FT) EAST FROM A WITNESS POST AT THE FENCELINE.
 DF1257'MARK IS ABOVE STATION 1.0 METERS.
 DF1257'
 DF1257'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT  DISK
 DF1257'STAMPED---036-215 1980 AZ MK---,
 DF1257'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1257'FLUSH WITH GROUND.  IT IS LOCATED
 DF1257'14.93 METERS (49.00 FT) WEST FROM THE CENTERLINE OF LOUISVILLE
 DF1257'ROAD,
 DF1257'10.36 METERS (34.00 FT) EAST-NORTHEAST FROM A POWER POLE TO THE
 DF1257'INSIDE OF THE FENCE,
 DF1257'4.11 METERS (13.50 FT) SOUTHWEST FROM ANOTHER POWER POLE, AND
 DF1257'0.51 METER (1.700 FT) EAST FROM A WITNESS POST AT THE FENCELINE.
 DF1257'
 DF1257'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1257'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1257'COUNTY GA. 1975.  REVISED APRIL 1976.
 DF1257
 DF1257                          STATION RECOVERY (2003)
 DF1257
 DF1257'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1258 ***********************************************************************
 DF1258  DESIGNATION -  BV 036 215 GADT AZ MK
 DF1258  PID         -  DF1258
 DF1258  STATE/COUNTY-  GA/COLUMBIA
 DF1258  USGS QUAD   -  APPLING (1981)
 DF1258
 DF1258                         *CURRENT SURVEY CONTROL
 DF1258  ___________________________________________________________________
 DF1258* NAD 83(1994)-  33 31 17.30985(N)    082 17 07.93273(W)     ADJUSTED  
 DF1258* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 DF1258  ___________________________________________________________________
 DF1258  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF1258  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF1258
 DF1258  HORZ ORDER  -  SECOND
 DF1258
 DF1258.The horizontal coordinates were established by classical geodetic methods
 DF1258.and adjusted by the National Geodetic Survey in September 1997..
 DF1258
 DF1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1258
 DF1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1258
 DF1258.The geoid height was determined by GEOID03.
 DF1258
 DF1258;                    North         East     Units Scale Factor Converg.
 DF1258;SPC GA E     -   390,438.247   188,958.108   MT  0.99990150   -0 03 56.3
 DF1258;SPC GA E     - 1,280,962.82    619,940.06   sFT  0.99990150   -0 03 56.3
 DF1258;UTM  17      - 3,709,839.823   380,617.980   MT  0.99977571   -0 42 36.1
 DF1258
 DF1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1258!SPC GA E     -   0.99998556  x   0.99990150  =   0.99988706
 DF1258!UTM  17      -   0.99998556  x   0.99977571  =   0.99976127
 DF1258
 DF1258                          SUPERSEDED SURVEY CONTROL
 DF1258
 DF1258  NAD 83(1986)-  33 31 17.31464(N)    082 17 07.92840(W) AD(       ) 2
 DF1258  NAD 27      -  33 31 16.82786(N)    082 17 08.48573(W) AD(       ) 2
 DF1258  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG       
 DF1258
 DF1258.Superseded values are not recommended for survey control.
 DF1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1258.See file dsdata.txt to determine how the superseded data were derived.
 DF1258
 DF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8061809840(NAD 83)
 DF1258_MARKER: DD = SURVEY DISK
 DF1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1258+STABILITY: SURFACE MOTION
 DF1258
 DF1258  HISTORY     - Date     Condition        Report By
 DF1258  HISTORY     - 1980     MONUMENTED       GADT
 DF1258  HISTORY     - 20031208 MARK NOT FOUND   USPSQD
 DF1258
 DF1258                          STATION DESCRIPTION
 DF1258
 DF1258'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1258'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) NORTH OF HARLEM, 4
 DF1258'KM (2-1/2 MI) SOUTHEAST OF APPLING, AND 11.2 KM (7 MI)
 DF1258'NORTHWEST OF GROVETOWN.
 DF1258'OWNERSHIP--COLUMBIA COUNTY RIGHT OF WAY.
 DF1258'
 DF1258'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1258'ROUTH 47) AND STATE ROUTE 232 ABOUT 1.6 KM (1 MI) SOUTH OF
 DF1258'APPLING, GO EAST ALONG STATE ROUTE 232 FOR 2.9 KM (1.8 MI) TO
 DF1258'THE JUNCTION OF PAVED COUNTY ROAD 92122 (LOUISVILLE ROAD)
 DF1258'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 92122 FOR
 DF1258'1.0 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 DF1258'
 DF1258'THE STATION IS A STANDARD GADT DISK
 DF1258'STAMPED---036-215 1980 AZ MK---,
 DF1258'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1258'FLUSH WITH GROUND.  IT IS LOCATED
 DF1258'14.93 METERS (49.00 FT) WEST FROM THE CENTERLINE OF LOUISVILLE
 DF1258'ROAD,
 DF1258'10.36 METERS (34.00 FT) EAST-NORTHEAST FROM A POWER POLE TO THE
 DF1258'INSIDE OF THE FENCE,
 DF1258'4.11 METERS (13.50 FT) SOUTHWEST FROM ANOTHER POWER POLE, AND
 DF1258'0.51 METER (1.700 FT) EAST FROM A WITNESS POST AT THE FENCELINE.
 DF1258'
 DF1258'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1258'COUNTY GA. 1975.  REVISED APRIL 1976.
 DF1258
 DF1258                          STATION RECOVERY (2003)
 DF1258
 DF1258'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1224 ***********************************************************************
 DF1224  DESIGNATION -  BV 036 216 GADT
 DF1224  PID         -  DF1224
 DF1224  STATE/COUNTY-  GA/COLUMBIA
 DF1224  USGS QUAD   -  EVANS (1980)
 DF1224
 DF1224                         *CURRENT SURVEY CONTROL
 DF1224  ___________________________________________________________________
 DF1224* NAD 83(1994)-  33 32 16.45286(N)    082 07 46.62457(W)     ADJUSTED  
 DF1224* NAVD 88     -       125.2    (meters)     411.     (feet)  VERTCON   
 DF1224  ___________________________________________________________________
 DF1224  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DF1224  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DF1224
 DF1224  HORZ ORDER  -  SECOND
 DF1224
 DF1224.The horizontal coordinates were established by classical geodetic methods
 DF1224.and adjusted by the National Geodetic Survey in September 1997..
 DF1224
 DF1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1224
 DF1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1224
 DF1224.The geoid height was determined by GEOID03.
 DF1224
 DF1224;                    North         East     Units Scale Factor Converg.
 DF1224;SPC GA E     -   392,254.515   203,440.817   MT  0.99990015   +0 01 13.7
 DF1224;SPC GA E     - 1,286,921.69    667,455.41   sFT  0.99990015   +0 01 13.7
 DF1224;UTM  17      - 3,711,492.829   395,118.098   MT  0.99973561   -0 37 27.0
 DF1224
 DF1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1224!SPC GA E     -   0.99998500  x   0.99990015  =   0.99988515
 DF1224!UTM  17      -   0.99998500  x   0.99973561  =   0.99972061
 DF1224
 DF1224|---------------------------------------------------------------------|
 DF1224| PID    Reference Object                     Distance      Geod. Az  |
 DF1224|                                                           dddmmss.s |
 DF1224| DF1225 BV 036 216 GADT RM 1                 27.165 METERS 22208     |
 DF1224| DF1226 BV 036 216 GADT AZ MK               445.782 METERS 3141556.5 |
 DF1224|---------------------------------------------------------------------|
 DF1224
 DF1224                          SUPERSEDED SURVEY CONTROL
 DF1224
 DF1224  NAD 83(1986)-  33 32 16.45742(N)    082 07 46.61988(W) AD(       ) 2
 DF1224  NAD 27      -  33 32 15.97295(N)    082 07 47.18899(W) AD(       ) 2
 DF1224  NGVD 29 (07/19/86)  125.4    (m)          411.     (f) VERT ANG       
 DF1224
 DF1224.Superseded values are not recommended for survey control.
 DF1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1224.See file dsdata.txt to determine how the superseded data were derived.
 DF1224
 DF1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9511811493(NAD 83)
 DF1224_MARKER: DD = SURVEY DISK
 DF1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1224+STABILITY: SURFACE MOTION
 DF1224
 DF1224  HISTORY     - Date     Condition        Report By
 DF1224  HISTORY     - 1980     MONUMENTED       GADT
 DF1224
 DF1224                          STATION DESCRIPTION
 DF1224
 DF1224'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1224'THE STATION IS LOCATED IN EVANS IN FRONT OF THE EVANS HIGH SCHOOL.
 DF1224'OWNERSHIP--WASHINGTON ROAD DEVELOPMENT COMPANY, D.P. MATHENY,
 DF1224'TREASURER.
 DF1224'
 DF1224'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 104
 DF1224'(WASHINGTON ROAD) AND PAVED COUNTY ROAD 92120 (BELAIR ROAD) IN
 DF1224'EVANS, GO NORTHWEST ALONG STATE ROUTE 104 FOR 0.15 KM (0.1 MI) TO
 DF1224'THE STATION ON THE LEFT NEAR THE WESTERN-MOST ENTRANCE TO THE
 DF1224'EVANS HIGH SCHOOL.
 DF1224'
 DF1224'THE STATION IS A STANDARD GADT DISK
 DF1224'STAMPED---036-216 1980---,
 DF1224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1224'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1224'16.76 METERS (55.00 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DF1224'ROUTE 104 (WASHINGTON ROAD),
 DF1224'35.45 METERS (116.3 FT) SOUTHEAST FROM A POWER POLE,
 DF1224'30.79 METERS (101.0 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE,
 DF1224'27.74 METERS (91.00 FT) NORTH FROM ANOTHER POWER POLE IN THE
 DF1224'SCHOOL YARD, AND
 DF1224'6.07 METERS (19.90 FT) WEST-NORTHWEST FROM A WITNESS POST SET AT
 DF1224'A BRICK COLUMN TO THE DRIVEWAY ENTRANCE.
 DF1224'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1224'STAMPED---036-216 1980---,
 DF1224'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1224'
 DF1224'REFERENCE MARK NUMBER 1  IS A STANDARD GADT DISK
 DF1224'STAMPED---036-216 1980 RM 1---,
 DF1224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1224'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1224'43.83 METERS (143.8 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DF1224'ROUTE 104 (WASHINGTON ROAD),
 DF1224'49.07 METERS (161.0 FT) SOUTH FROM A POWER POLE,
 DF1224'46.94 METERS (154.0 FT) WEST FROM ANOTHER POWER POLE, AND
 DF1224'3.87 METERS (12.70 FT) WEST-NORTHWEST FROM A WITNESS POST SET AT
 DF1224'THE POWER POLE IN THE SCHOOL YARD.
 DF1224'MARK IS 0.3 METER BELOW THE STATION.
 DF1224'
 DF1224'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1224'STAMPED---036-216 1980 AZ MK---,
 DF1224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1224'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1224'12.92 METERS (42.40 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1224'STATE ROUTE 104 (WASHINGTON ROAD),
 DF1224'29.69 METERS (97.40 FT) NORTH FROM AN UNDERGROUND TELEPHONE CABLE
 DF1224'PEDESTAL TO THE SOUTH OF STATE ROUTE 104 AND EAST OF A DIRT
 DF1224'DRIVEWAY,
 DF1224'27.13 METERS (89.00 FT) NORTHEAST FROM ANOTHER UNDERGROUND
 DF1224'TELEPHONE CABLE PEDESTAL TO THE SOUTH OF STATE ROUTE 104 AND WEST
 DF1224'OF THE DIRT DRIVEWAY, AND
 DF1224'0.91 METER (3.000 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1224'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ALONG
 DF1224'STATE ROUTE 104 (WASHINGTON ROAD) FOR 0.5 KM (0.3 MI) TO THE MARK
 DF1224'ON THE RIGHT.
 DF1224'
 DF1224'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1224'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1224'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1226 ***********************************************************************
 DF1226  DESIGNATION -  BV 036 216 GADT AZ MK
 DF1226  PID         -  DF1226
 DF1226  STATE/COUNTY-  GA/COLUMBIA
 DF1226  USGS QUAD   -  EVANS (1980)
 DF1226
 DF1226                         *CURRENT SURVEY CONTROL
 DF1226  ___________________________________________________________________
 DF1226* NAD 83(1994)-  33 32 26.55186(N)    082 07 58.99794(W)     ADJUSTED  
 DF1226* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 DF1226  ___________________________________________________________________
 DF1226  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DF1226  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DF1226
 DF1226  HORZ ORDER  -  SECOND
 DF1226
 DF1226.The horizontal coordinates were established by classical geodetic methods
 DF1226.and adjusted by the National Geodetic Survey in September 1997..
 DF1226
 DF1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1226
 DF1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1226
 DF1226.The geoid height was determined by GEOID03.
 DF1226
 DF1226;                    North         East     Units Scale Factor Converg.
 DF1226;SPC GA E     -   392,565.520   203,121.508   MT  0.99990012   +0 01 06.9
 DF1226;SPC GA E     - 1,287,942.04    666,407.81   sFT  0.99990012   +0 01 06.9
 DF1226;UTM  17      - 3,711,807.355   394,802.360   MT  0.99973643   -0 37 34.0
 DF1226
 DF1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1226!SPC GA E     -   0.99998588  x   0.99990012  =   0.99988600
 DF1226!UTM  17      -   0.99998588  x   0.99973643  =   0.99972231
 DF1226
 DF1226                          SUPERSEDED SURVEY CONTROL
 DF1226
 DF1226  NAD 83(1986)-  33 32 26.55642(N)    082 07 58.99324(W) AD(       ) 2
 DF1226  NAD 27      -  33 32 26.07223(N)    082 07 59.56197(W) AD(       ) 2
 DF1226  NGVD 29 (07/19/86)  119.8    (m)          393.     (f) VERT ANG       
 DF1226
 DF1226.Superseded values are not recommended for survey control.
 DF1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1226.See file dsdata.txt to determine how the superseded data were derived.
 DF1226
 DF1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9480211807(NAD 83)
 DF1226_MARKER: DD = SURVEY DISK
 DF1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1226+STABILITY: SURFACE MOTION
 DF1226
 DF1226  HISTORY     - Date     Condition        Report By
 DF1226  HISTORY     - 1980     MONUMENTED       GADT
 DF1226
 DF1226                          STATION DESCRIPTION
 DF1226
 DF1226'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1226'THE STATION IS LOCATED IN EVANS.
 DF1226'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1226'
 DF1226'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 104
 DF1226'(WASHINGTON ROAD) AND COUNTY PAVED ROAD 92120 (BELAIR ROAD) IN
 DF1226'EVANS, GO NORTHWEST ALONG STATE ROUTE 104 FOR 0.65 KM (0.4 MI) TO
 DF1226'THE STATION ON THE RIGHT.
 DF1226'
 DF1226'THE STATION IS A STANDARD GADT DISK
 DF1226'STAMPED---036-216 1980 AZ MK---,
 DF1226'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1226'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1226'12.92 METERS (42.40 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1226'STATE ROUTE 104 (WASHINGTON ROAD),
 DF1226'29.69 METERS (97.40 FT) NORTH FROM AN UNDERGROUND TELEPHONE CABLE
 DF1226'PEDESTAL TO THE SOUTH OF STATE ROUTE 104 AND EAST OF A DIRT
 DF1226'DRIVEWAY,
 DF1226'27.13 METERS (89.00 FT) NORTHEAST FROM ANOTHER UNDERGROUND
 DF1226'TELEPHONE CABLE PEDESTAL TO THE SOUTH OF STATE ROUTE 104 AND WEST
 DF1226'OF THE DIRT DRIVEWAY, AND
 DF1226'0.91 METER (3.000 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1226'
 DF1226'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1226'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1566 ***********************************************************************
 DF1566  DESIGNATION -  BV 036 217 GADT
 DF1566  PID         -  DF1566
 DF1566  STATE/COUNTY-  GA/COLUMBIA
 DF1566  USGS QUAD   -  HARLEM (1980)
 DF1566
 DF1566                         *CURRENT SURVEY CONTROL
 DF1566  ___________________________________________________________________
 DF1566* NAD 83(1994)-  33 27 22.20630(N)    082 16 36.53904(W)     ADJUSTED  
 DF1566* NAVD 88     -       125.7    (meters)     412.     (feet)  VERTCON   
 DF1566  ___________________________________________________________________
 DF1566  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DF1566  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DF1566
 DF1566  HORZ ORDER  -  SECOND
 DF1566
 DF1566.The horizontal coordinates were established by classical geodetic methods
 DF1566.and adjusted by the National Geodetic Survey in September 1997..
 DF1566
 DF1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1566
 DF1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1566
 DF1566.The geoid height was determined by GEOID03.
 DF1566
 DF1566;                    North         East     Units Scale Factor Converg.
 DF1566;SPC GA E     -   383,194.715   189,760.473   MT  0.99990129   -0 03 38.6
 DF1566;SPC GA E     - 1,257,197.99    622,572.49   sFT  0.99990129   -0 03 38.6
 DF1566;UTM  17      - 3,702,588.652   381,338.811   MT  0.99977359   -0 42 14.4
 DF1566
 DF1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1566!SPC GA E     -   0.99998487  x   0.99990129  =   0.99988616
 DF1566!UTM  17      -   0.99998487  x   0.99977359  =   0.99975846
 DF1566
 DF1566:                Primary Azimuth Mark                     Grid Az
 DF1566:SPC GA E     -  BV 036 217 GADT AZ MK                    017 19 53.7
 DF1566:UTM  17      -  BV 036 217 GADT AZ MK                    017 58 29.5
 DF1566
 DF1566|---------------------------------------------------------------------|
 DF1566| PID    Reference Object                     Distance      Geod. Az  |
 DF1566|                                                           dddmmss.s |
 DF1566| DF1564 BV 036 217 GADT AZ MK               APPROX. 0.6 KM 0171615.1 |
 DF1566| DF1565 BV 036 217 GADT RM 1                 27.267 METERS 01751     |
 DF1566|---------------------------------------------------------------------|
 DF1566
 DF1566                          SUPERSEDED SURVEY CONTROL
 DF1566
 DF1566  NAD 83(1986)-  33 27 22.21112(N)    082 16 36.53482(W) AD(       ) 2
 DF1566  NAD 27      -  33 27 21.71423(N)    082 16 37.09362(W) AD(       ) 2
 DF1566  NGVD 29 (07/19/86)  125.9    (m)          413.     (f) VERT ANG       
 DF1566
 DF1566.Superseded values are not recommended for survey control.
 DF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1566.See file dsdata.txt to determine how the superseded data were derived.
 DF1566
 DF1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8133902589(NAD 83)
 DF1566_MARKER: DD = SURVEY DISK
 DF1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1566+STABILITY: SURFACE MOTION
 DF1566
 DF1566  HISTORY     - Date     Condition        Report By
 DF1566  HISTORY     - 1980     MONUMENTED       GADT
 DF1566
 DF1566                          STATION DESCRIPTION
 DF1566
 DF1566'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1566'THE STATION IS LOCATED ABOUT 7.25 KM (4-1/2 MI) WEST OF
 DF1566'GROVETOWN, 5.75 KM (3-1/2 MI) NORTHEAST OF HARLEM, AND 10.75 KM
 DF1566'(6-3/4 MI) EAST-NORTHEAST OF DEARING.
 DF1566'OWNERSHIP--COLUMBIA COUNTY RIGHT OF WAY.
 DF1566'
 DF1566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221
 DF1566'(STATE ROUTE 47) AND STATE ROUTE 223 APPROXIMATELY 6.85 KM
 DF1566'(4.25 MI) NORTH OF HARLEM, GO EAST ALONG STATE ROUTE 223 FOR
 DF1566'5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 92122
 DF1566'(LOUISVILLE ROAD) CROSSING.  TURN RIGHT AND GO SOUTH ALONG COUNTY
 DF1566'ROAD 92122 FOR 2.1 KM (1.3 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1566'CONTINUE SOUTH ALONG COUNTY ROAD 92122 FOR 0.55 KM (0.35 MI) TO
 DF1566'THE STATION ON THE LEFT.
 DF1566'
 DF1566'THE STATION IS A STANDARD GADT DISK
 DF1566'STAMPED---036-217 1980---,
 DF1566'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1566'FLUSH WITH GROUND.  IT IS LOCATED
 DF1566'14.33 METERS (47.00 FT) SOUTHEAST FROM THE CENTERLINE OF
 DF1566'LOUISVILLE ROAD (PAVED),
 DF1566'33.16 METERS (108.8 FT) EAST-NORTHEAST FROM THE NORTH END OF
 DF1566'A 15 INCH CONCRETE SIDE DRAIN PIPE UNDER DIRT GRANT ROAD TO THE
 DF1566'SOUTH,
 DF1566'29.60 METERS (97.10 FT) EAST FROM A POWER POLE TO THE WEST
 DF1566'OF LOUISVILLE AND GRANT ROADS,
 DF1566'22.56 METERS (74.00 FT) SOUTH-SOUTHEAST FROM THE NORTH END OF
 DF1566'ANOTHER 15 INCH CONCRETE SIDE DRAIN PIPE UNDER DIRT GRANT ROAD TO
 DF1566'THE NORTH, AND
 DF1566'0.64 METER (2.1 FT) NORTHWEST FROM A WITNESS POST SET AT A
 DF1566'FENCELINE.
 DF1566'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1566'STAMPED---036-217 1980---,
 DF1566'SET INTO AN IRREGULAR MASS OF CONCRETE 0.6 METERS BELOW THE SURFACE.
 DF1566'
 DF1566'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1566'STAMPED---036-217 1980 RM 1---,
 DF1566'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1566'FLUSH WITH GROUND.  IT IS LOCATED
 DF1566'12.80 METERS (42.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE
 DF1566'OF LOUISVILLE ROAD,
 DF1566'40.26 METERS (132.1 FT) EAST-NORTHEAST FROM THE POWER POLE TO
 DF1566'THE WEST OF LOUISVILLE AND GRANT ROADS,
 DF1566'28.35 METERS (93.00 FT) EAST-NORTHEAST FROM THE NORTH END OF
 DF1566'THE 15 INCH CONCRETE SIDE DRAIN PIPE UNDER GRANT ROAD TO THE NORTH,
 DF1566'AND
 DF1566'1.84 METERS (6 FT) WEST-NORTHWEST FROM A WITNESS POST SET AT
 DF1566'THE FENCELINE.
 DF1566'MARK IS LEVEL WITH STATION.
 DF1566'
 DF1566'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1566'STAMPED---036-217 1980 AZ MK---,
 DF1566'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1566'FLUSH WITH GROUND.  IT IS LOCATED
 DF1566'12.04 METERS (39.50 FT) SOUTHEAST FROM THE CENTERLINE OF PAVED
 DF1566'LOUISVILLE ROAD,
 DF1566'1.13 METERS (3.7 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1566'3.08 METERS (10.10 FT) NORTHWEST FROM A WITNESS POST SET AT A
 DF1566'FENCELINE.
 DF1566'
 DF1566'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1566'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1566'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1564 ***********************************************************************
 DF1564  DESIGNATION -  BV 036 217 GADT AZ MK
 DF1564  PID         -  DF1564
 DF1564  STATE/COUNTY-  GA/COLUMBIA
 DF1564  USGS QUAD   -  HARLEM (1980)
 DF1564
 DF1564                         *CURRENT SURVEY CONTROL
 DF1564  ___________________________________________________________________
 DF1564* NAD 83(1994)-  33 27 39.84707(N)    082 16 29.99546(W)     ADJUSTED  
 DF1564* NAVD 88     -       125.8    (meters)     413.     (feet)  VERTCON   
 DF1564  ___________________________________________________________________
 DF1564  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DF1564  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF1564
 DF1564  HORZ ORDER  -  SECOND
 DF1564
 DF1564.The horizontal coordinates were established by classical geodetic methods
 DF1564.and adjusted by the National Geodetic Survey in September 1997..
 DF1564
 DF1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1564
 DF1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1564
 DF1564.The geoid height was determined by GEOID03.
 DF1564
 DF1564;                    North         East     Units Scale Factor Converg.
 DF1564;SPC GA E     -   383,737.979   189,930.009   MT  0.99990125   -0 03 35.0
 DF1564;SPC GA E     - 1,258,980.35    623,128.70   sFT  0.99990125   -0 03 35.0
 DF1564;UTM  17      - 3,703,129.909   381,514.414   MT  0.99977308   -0 42 11.1
 DF1564
 DF1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1564!SPC GA E     -   0.99998485  x   0.99990125  =   0.99988610
 DF1564!UTM  17      -   0.99998485  x   0.99977308  =   0.99975794
 DF1564
 DF1564                          SUPERSEDED SURVEY CONTROL
 DF1564
 DF1564  NAD 83(1986)-  33 27 39.85187(N)    082 16 29.99122(W) AD(       ) 2
 DF1564  NAD 27      -  33 27 39.35544(N)    082 16 30.55023(W) AD(       ) 2
 DF1564  NGVD 29 (07/19/86)  126.0    (m)          413.     (f) VERT ANG       
 DF1564
 DF1564.Superseded values are not recommended for survey control.
 DF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1564.See file dsdata.txt to determine how the superseded data were derived.
 DF1564
 DF1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8151403130(NAD 83)
 DF1564_MARKER: DD = SURVEY DISK
 DF1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1564+STABILITY: SURFACE MOTION
 DF1564
 DF1564  HISTORY     - Date     Condition        Report By
 DF1564  HISTORY     - 1980     MONUMENTED       GADT
 DF1564
 DF1564                          STATION DESCRIPTION
 DF1564
 DF1564'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1564'THE STATION IS LOCATED ABOUT 7.25 KM (4-1/2 MI) WEST OF GROVETOWN,
 DF1564'6.5 KM (4 MI) NORTHEAST OF HARLEM, AND 11.25 KM (7 MI)
 DF1564'EAST-NORTHEAST OF DEARING.
 DF1564'OWNERSHIP--COLUMBIA COUNTY RIGHT OF WAY.
 DF1564'
 DF1564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1564'ROUTE 47) AND STATE ROUTE 223 APPROXIMATELY 6.85 KM (4-1/4 MI)
 DF1564'NORTH OF HARLEM, GO EAST ALONG STATE ROUTE 223 FOR 5.25 KM
 DF1564'(3.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 92122 (LOUISVILLE
 DF1564'ROAD) CROSSING.  TURN RIGHT AND GO SOUTH ALONG COUNTY ROAD 92122
 DF1564'FOR 2.1 KM (1.3 MI) TO THE STATION ON THE LEFT.
 DF1564'
 DF1564'THE STATION IS A STANDARD GADT DISK
 DF1564'STAMPED---036-217 1980 AZ MK---,
 DF1564'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1564'FLUSH WITH GROUND.  IT IS LOCATED
 DF1564'12.04 METERS (39.50 FT) SOUTHEAST FROM THE CENTERLINE OF
 DF1564'PAVED LOUISVILLE ROAD,
 DF1564'1.13 METERS (3.7 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1564'3.08 METERS (10.10 FT) NORTHWEST FROM A WITNESS POST SET AT A
 DF1564'FENCELINE.
 DF1564'
 DF1564'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1564'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1396 ***********************************************************************
 DF1396  DESIGNATION -  BV 036 218 GADT
 DF1396  PID         -  DF1396
 DF1396  STATE/COUNTY-  GA/COLUMBIA
 DF1396  USGS QUAD   -  GROVETOWN (1980)
 DF1396
 DF1396                         *CURRENT SURVEY CONTROL
 DF1396  ___________________________________________________________________
 DF1396* NAD 83(1994)-  33 29 54.62815(N)    082 09 52.08946(W)     ADJUSTED  
 DF1396* NAVD 88     -       135.5    (meters)     445.     (feet)  VERTCON   
 DF1396  ___________________________________________________________________
 DF1396  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DF1396  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF1396
 DF1396  HORZ ORDER  -  SECOND
 DF1396
 DF1396.The horizontal coordinates were established by classical geodetic methods
 DF1396.and adjusted by the National Geodetic Survey in September 1997..
 DF1396
 DF1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1396
 DF1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1396
 DF1396.The geoid height was determined by GEOID03.
 DF1396
 DF1396;                    North         East     Units Scale Factor Converg.
 DF1396;SPC GA E     -   387,884.811   200,204.169   MT  0.99990000   +0 00 04.4
 DF1396;SPC GA E     - 1,272,585.42    656,836.51   sFT  0.99990000   +0 00 04.4
 DF1396;UTM  17      - 3,707,160.490   391,833.044   MT  0.99974424   -0 38 33.9
 DF1396
 DF1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1396!SPC GA E     -   0.99998337  x   0.99990000  =   0.99988337
 DF1396!UTM  17      -   0.99998337  x   0.99974424  =   0.99972761
 DF1396
 DF1396:                Primary Azimuth Mark                     Grid Az
 DF1396:SPC GA E     -  BV 036 218 AZ MK 2                       192 45 12.1
 DF1396:UTM  17      -  BV 036 218 AZ MK 2                       193 23 50.4
 DF1396
 DF1396|---------------------------------------------------------------------|
 DF1396| PID    Reference Object                     Distance      Geod. Az  |
 DF1396|                                                           dddmmss.s |
 DF1396| DF3508 BV 036 218 AZ MK 2                  APPROX. 0.5 KM 1924516.5 |
 DF1396| DF1397 BV 036 218 GADT RM 1                 20.763 METERS 19250     |
 DF1396| DF1398 BV 036 218 GADT AZ MK               APPROX. 0.5 KM 1925416.8 |
 DF1396|---------------------------------------------------------------------|
 DF1396
 DF1396                          SUPERSEDED SURVEY CONTROL
 DF1396
 DF1396  NAD 83(1986)-  33 29 54.63286(N)    082 09 52.08481(W) AD(       ) 2
 DF1396  NAD 27      -  33 29 54.14515(N)    082 09 52.65071(W) AD(       ) 2
 DF1396  NGVD 29 (07/19/86)  135.7    (m)          445.     (f) VERT ANG       
 DF1396
 DF1396.Superseded values are not recommended for survey control.
 DF1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1396.See file dsdata.txt to determine how the superseded data were derived.
 DF1396
 DF1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9183307160(NAD 83)
 DF1396_MARKER: DD = SURVEY DISK
 DF1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1396+STABILITY: SURFACE MOTION
 DF1396
 DF1396  HISTORY     - Date     Condition        Report By
 DF1396  HISTORY     - 1980     MONUMENTED       GADT
 DF1396
 DF1396                          STATION DESCRIPTION
 DF1396
 DF1396'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1396'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) SOUTHWEST OF
 DF1396'EVANS, 8.8 KM (5-1/2 MI) WEST-SOUTHWEST OF MARTINEZ, AND 6.2
 DF1396'KM (3-3/4 MI) NORTH-NORTHEAST OF GROVETOWN ON COUNTY RIGHT OF WAY.
 DF1396'
 DF1396'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF STATE ROUTE
 DF1396'104 AND STATE ROUTE 232 LOCATED AT THE ABLINE BAPTIST CHURCH ABOUT
 DF1396'2.5 KM (1-1/2 MI) WEST OF MARTINEZ, GO WEST ALONG STATE ROUTE
 DF1396'232 FOR 4.9 KM (2.6 MI) TO THE JUNCTION OF COUNTY ROAD 92120
 DF1396'(BELAIR ROAD) CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 232
 DF1396'FOR 2.5 KM (1.55 MI)TO THE JUNCTION OF COUNTY ROAD 91727 (COUNTY
 DF1396'ROAD 221, ALSO CALAHAN ANDERSON ROAD) TO THE LEFT.  TURN LEFT
 DF1396'GOING SOUTH ALONG COUNTY ROAD 91727 FOR 0.7 KM (0.45 MI) TO THE
 DF1396'JUNCTION OF COUNTY ROAD 214 (OAKLEY PIRKLEY ROAD) TO THE LEFT AND
 DF1396'THE STATION ON THE RIGHT.
 DF1396'
 DF1396'THE STATION IS A STANDARD GADT DISK
 DF1396'STAMPED---036-218 1980---,
 DF1396'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1396'FLUSH WITH GROUND.  IT IS LOCATED
 DF1396'9.82 METERS (32.2 FT) SOUTHWEST FROM THE CENTERLINE OF OLD BELAIR
 DF1396'ROAD,
 DF1396'11.74 METERS (38.5 FT) SOUTH-SOUTHWEST FROM THE POINT OF
 DF1396'INTERSECTION OF OLD BELAIR AND OAKLEY PIRKLEY ROAD,
 DF1396'11.0 METERS (36.1 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DF1396'0.82 METER (2.7 FT) NORTHEAST FROM A WITNESS POST.
 DF1396'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1396'STAMPED---036-218 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE
 DF1396'0.7 METERS BELOW THE SURFACE.
 DF1396'
 DF1396'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1396'STAMPED---036-218 1980 RM 1---,SET INTO THE TOP OF A ROUND
 DF1396'CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH WITH GROUND.  IT IS
 DF1396'LOCATED 28.5 METERS (93.5 FT) SOUTH FROM THE POINT OF INTERSECTION
 DF1396'OF THE CENTERLINES OF OLD BELAIR AND OAKLEY PIRKLEY ROAD,
 DF1396'8.99 METERS (29.5 FT) SOUTHWEST FROM THE CENTERLINE OF OLD BELAIR
 DF1396'ROAD,
 DF1396'21.95 METERS (72.0 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1396'0.98 METER (3.2 FT) NORTHEAST FROM A WITNESS POST.
 DF1396'MARK IS BELOW STATION 0.1 METERS.
 DF1396'
 DF1396'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1396'STAMPED---036-218 1980 AZ MK---,
 DF1396'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1396'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1396'11.89 METERS (39.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF OLD
 DF1396'BELAIR ROAD,
 DF1396'26.52 METERS (87.0 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DF1396'40.88 METERS (134.1 FT) SOUTH-SOUTHEAST FROM ANOTHER POWER POLE
 DF1396'ON THE WEST SIDE OF THE ROAD, AND
 DF1396'0.61 METER (2.0 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1396'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG COUNTY
 DF1396'ROAD 91727 FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1396'
 DF1396'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1396'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1396'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1398 ***********************************************************************
 DF1398  DESIGNATION -  BV 036 218 GADT AZ MK
 DF1398  PID         -  DF1398
 DF1398  STATE/COUNTY-  GA/COLUMBIA
 DF1398  USGS QUAD   -  GROVETOWN (1980)
 DF1398
 DF1398                         *CURRENT SURVEY CONTROL
 DF1398  ___________________________________________________________________
 DF1398* NAD 83(1994)-  33 29 37.35305(N)    082 09 56.81343(W)     ADJUSTED  
 DF1398* NAVD 88     -       138.9    (meters)     456.     (feet)  VERTCON   
 DF1398  ___________________________________________________________________
 DF1398  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DF1398  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF1398
 DF1398  HORZ ORDER  -  SECOND
 DF1398
 DF1398.The horizontal coordinates were established by classical geodetic methods
 DF1398.and adjusted by the National Geodetic Survey in September 1997..
 DF1398
 DF1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1398
 DF1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1398
 DF1398.The geoid height was determined by GEOID03.
 DF1398
 DF1398;                    North         East     Units Scale Factor Converg.
 DF1398;SPC GA E     -   387,352.629   200,082.249   MT  0.99990000   +0 00 01.8
 DF1398;SPC GA E     - 1,270,839.42    656,436.51   sFT  0.99990000   +0 00 01.8
 DF1398;UTM  17      - 3,706,629.795   391,705.171   MT  0.99974459   -0 38 36.2
 DF1398
 DF1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1398!SPC GA E     -   0.99998284  x   0.99990000  =   0.99988284
 DF1398!UTM  17      -   0.99998284  x   0.99974459  =   0.99972743
 DF1398
 DF1398:                Primary Azimuth Mark                     Grid Az
 DF1398:SPC GA E     -  BV 036 218 GADT                          012 54 12.4
 DF1398:UTM  17      -  BV 036 218 GADT                          013 32 50.4
 DF1398
 DF1398|---------------------------------------------------------------------|
 DF1398| PID    Reference Object                     Distance      Geod. Az  |
 DF1398|                                                           dddmmss.s |
 DF1398| DF1396 BV 036 218 GADT                     APPROX. 0.5 KM 0125414.2 |
 DF1398| DF3508 BV 036 218 AZ MK 2                   41.102 METERS 01445     |
 DF1398|---------------------------------------------------------------------|
 DF1398
 DF1398                          SUPERSEDED SURVEY CONTROL
 DF1398
 DF1398  NAD 83(1986)-  33 29 37.35761(N)    082 09 56.80882(W) AD(       ) 2
 DF1398  NAD 27      -  33 29 36.86944(N)    082 09 57.37451(W) AD(       ) 2
 DF1398  NGVD 29 (07/19/86)  139.1    (m)          456.     (f) VERT ANG       
 DF1398
 DF1398.Superseded values are not recommended for survey control.
 DF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1398.See file dsdata.txt to determine how the superseded data were derived.
 DF1398
 DF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9170506630(NAD 83)
 DF1398_MARKER: DD = SURVEY DISK
 DF1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1398+STABILITY: SURFACE MOTION
 DF1398
 DF1398  HISTORY     - Date     Condition        Report By
 DF1398  HISTORY     - 1980     MONUMENTED       GADT
 DF1398
 DF1398                          STATION DESCRIPTION
 DF1398
 DF1398'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1398'THE STATION IS LOCATED ABOUT 5.8 KM (3-1/2 MI) SOUTHWEST OF
 DF1398'EVANS, 8.8 KM (5-1/2 MI) WEST-SOUTHWEST OF MARTINEZ, AND 6
 DF1398'KM (3-1/2 MI) NORTH-NORTHEAST OF GROVETOWN ON COUNTY RIGHT OF WAY.
 DF1398'
 DF1398'TO REACH THE STATION FROM THE WESTERNMOST JUNCTION OF STATE ROUTE
 DF1398'104 AND STATE ROUTE 232 LOCATED AT THE ABLINE BAPTIST CHURCH ABOUT
 DF1398'2.5 KM (1-1/2 MI) WEST OF MARTINEZ, GO WEST ALONG STATE ROUTE
 DF1398'232 FOR 4.9 KM (2.6 MI) TO THE JUNCTION OF COUNTY ROAD 92120
 DF1398'(BELAIR ROAD) CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 232
 DF1398'FOR 2.5 KM (1.55 MI)TO THE JUNCTION OF COUNTY ROAD 91727 (COUNTY
 DF1398'ROAD 221, ALSO CALAHAN ANDERSON ROAD) TO THE LEFT.  TURN LEFT
 DF1398'GOING SOUTH ALONG COUNTY ROAD 91727 FOR 1.25 KM (0.8 MI) TO THE
 DF1398'STATION ON THE LEFT.
 DF1398'
 DF1398'THE STATION IS A STANDARD GADT DISK
 DF1398'STAMPED---036-218 1980 AZ MK---,
 DF1398'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1398'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1398'11.89 METERS (39.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF OLD
 DF1398'BELAIR ROAD,
 DF1398'26.52 METERS (87.0 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DF1398'40.88 METERS (134.1 FT) SOUTH-SOUTHEAST FROM ANOTHER POWER POLE
 DF1398'ON THE WEST SIDE OF THE ROAD, AND
 DF1398'0.61 METER (2.0 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1398'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1398'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1415 ***********************************************************************
 DF1415  DESIGNATION -  BV 036 219 GADT
 DF1415  PID         -  DF1415
 DF1415  STATE/COUNTY-  GA/COLUMBIA
 DF1415  USGS QUAD   -  GROVETOWN (1980)
 DF1415
 DF1415                         *CURRENT SURVEY CONTROL
 DF1415  ___________________________________________________________________
 DF1415* NAD 83(1994)-  33 28 31.79777(N)    082 12 54.93541(W)     ADJUSTED  
 DF1415* NAVD 88     -       115.6    (meters)     379.     (feet)  VERTCON   
 DF1415  ___________________________________________________________________
 DF1415  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1415  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DF1415
 DF1415  HORZ ORDER  -  SECOND
 DF1415
 DF1415.The horizontal coordinates were established by classical geodetic methods
 DF1415.and adjusted by the National Geodetic Survey in September 1997..
 DF1415
 DF1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1415
 DF1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1415
 DF1415.The geoid height was determined by GEOID03.
 DF1415
 DF1415;                    North         East     Units Scale Factor Converg.
 DF1415;SPC GA E     -   385,334.181   195,483.779   MT  0.99990025   -0 01 36.5
 DF1415;SPC GA E     - 1,264,217.23    641,349.70   sFT  0.99990025   -0 01 36.5
 DF1415;UTM  17      - 3,704,663.432   387,085.003   MT  0.99975719   -0 40 13.4
 DF1415
 DF1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1415!SPC GA E     -   0.99998648  x   0.99990025  =   0.99988673
 DF1415!UTM  17      -   0.99998648  x   0.99975719  =   0.99974367
 DF1415
 DF1415:                Primary Azimuth Mark                     Grid Az
 DF1415:SPC GA E     -  BV 036 219 GADT AZ MK                    016 37 08.5
 DF1415:UTM  17      -  BV 036 219 GADT AZ MK                    017 15 45.4
 DF1415
 DF1415|---------------------------------------------------------------------|
 DF1415| PID    Reference Object                     Distance      Geod. Az  |
 DF1415|                                                           dddmmss.s |
 DF1415| DF1413 BV 036 219 GADT AZ MK               436.986 METERS 0163532.0 |
 DF1415| DF1414 BV 036 219 GADT RM 1                 21.159 METERS 09054     |
 DF1415|---------------------------------------------------------------------|
 DF1415
 DF1415                          SUPERSEDED SURVEY CONTROL
 DF1415
 DF1415  NAD 83(1986)-  33 28 31.80245(N)    082 12 54.93121(W) AD(       ) 2
 DF1415  NAD 27      -  33 28 31.30745(N)    082 12 55.49638(W) AD(       ) 2
 DF1415  NGVD 29 (07/19/86)  115.8    (m)          380.     (f) VERT ANG       
 DF1415
 DF1415.Superseded values are not recommended for survey control.
 DF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1415.See file dsdata.txt to determine how the superseded data were derived.
 DF1415
 DF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8708504663(NAD 83)
 DF1415_MARKER: DD = SURVEY DISK
 DF1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1415+STABILITY: SURFACE MOTION
 DF1415
 DF1415  HISTORY     - Date     Condition        Report By
 DF1415  HISTORY     - 1980     MONUMENTED       GADT
 DF1415
 DF1415                          STATION DESCRIPTION
 DF1415
 DF1415'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1415'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH-NORTHWEST OF
 DF1415'GROVETOWN, 10.8 KM (6-1/2 MI) SOUTHWEST OF EVANS, AND 11.2 KM
 DF1415'(7 MI) NORTHEAST OF HARLEM.
 DF1415'OWNERSHIP--J.S. WALLER, ROUTE 1 BOX 41, GROVETOWN, GA 30813,
 DF1415'PHONE 404-860-2263.
 DF1415'
 DF1415'TO REACH THE STATION FROM THE CITY HALL IN GROVETOWN, GO
 DF1415'WEST-NORTHWEST ALONG STATE ROUTE 223 FOR 0.8 KM (0.5 MI) TO THE
 DF1415'JUNCTION OF COUNTY ROAD 92121 (WRIGHTSBORO ROAD) CROSSING.
 DF1415'CONTINUE GOING WEST-NORTHWEST ALONG STATE ROUTE 223 FOR 0.9 KM
 DF1415'(0.55 MI) TO THE JUNCTION OF COUNTY ROAD 238 (CHAMBLIN ROAD) TO
 DF1415'THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 238 FOR 1.95
 DF1415'KM (1.2 MI) TO THE STATION ON THE LEFT.
 DF1415'
 DF1415'THE STATION IS A STANDARD GADT DISK
 DF1415'STAMPED---036-219 1980---,
 DF1415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1415'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1415'30.17 METERS (99.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1415'CHAMBLIN ROAD,
 DF1415'24.93 METERS (81.8 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE
 DF1415'EASTERNMOST COLUMN OF A BRICK WALL ON THE NORTH SIDE OF A
 DF1415'CONCRETE DRIVEWAY,
 DF1415'19.26 METERS (63.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER
 DF1415'OF THE WESTERNMOST COLUMN OF THE BRICK WALL ON THE NORTH SIDE OF
 DF1415'THE DRIVEWAY,
 DF1415'16.55 METERS (54.3 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 DF1415'WESTERNMOST COLUMN OF ANOTHER BRICK WALL ON THE SOUTH SIDE OF THE
 DF1415'DRIVEWAY,
 DF1415'5.73 METERS (18.8 FT) SOUTH FROM THE SOUTH EDGE OF THE DRIVEWAY.
 DF1415'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1415'STAMPED---036-219 1980---,
 DF1415'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1415'
 DF1415'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1415'STAMPED---036-219 1980 RM 1---,
 DF1415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1415'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1415'9.14 METERS (30.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1415'CHAMBLIN ROAD,
 DF1415'8.87 METERS (29.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER
 DF1415'OF THE WESTERNMOST COLUMN OF THE BRICK WALL ON THE NORTH SIDE OF
 DF1415'THE DRIVEWAY,
 DF1415'2.38 METERS (7.8 FT) SOUTH FROM THE EDGE OF PAVEMENT OF THE
 DF1415'CONCRETE DRIVE, AND
 DF1415'1.74 METERS (5.7 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 DF1415'THE EASTERNMOST COLUMN OF THE BRICK WALL ON THE SOUTH SIDE OF THE
 DF1415'DRIVEWAY.
 DF1415'MARK IS ABOVE STATION 0.1 METERS.
 DF1415'
 DF1415'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1415'STAMPED---036-219 1980 AZ MK---,
 DF1415'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1415'FLUSH WITH GROUND.  IT IS LOCATED
 DF1415'9.14 METERS (30.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1415'CHAMBLIN ROAD ,
 DF1415'44.14 METERS (144.8 FT) NORTH FROM A POWER POLE,
 DF1415'32.4 METERS (106.3 FT) SOUTH-SOUTHWEST FROM ANOTHER POWER POLE,
 DF1415'AND
 DF1415'0.61 METER (2.0 FT) EAST FROM A WITNESS POST.
 DF1415'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG COUNTY
 DF1415'ROAD 238 FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT.
 DF1415'
 DF1415'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1415'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1415'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1413 ***********************************************************************
 DF1413  DESIGNATION -  BV 036 219 GADT AZ MK
 DF1413  PID         -  DF1413
 DF1413  STATE/COUNTY-  GA/COLUMBIA
 DF1413  USGS QUAD   -  GROVETOWN (1980)
 DF1413
 DF1413                         *CURRENT SURVEY CONTROL
 DF1413  ___________________________________________________________________
 DF1413* NAD 83(1994)-  33 28 45.39080(N)    082 12 50.10215(W)     ADJUSTED  
 DF1413* NAVD 88     -       111.3    (meters)     365.     (feet)  VERTCON   
 DF1413  ___________________________________________________________________
 DF1413  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1413  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DF1413
 DF1413  HORZ ORDER  -  SECOND
 DF1413
 DF1413.The horizontal coordinates were established by classical geodetic methods
 DF1413.and adjusted by the National Geodetic Survey in September 1997..
 DF1413
 DF1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1413
 DF1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1413
 DF1413.The geoid height was determined by GEOID03.
 DF1413
 DF1413;                    North         East     Units Scale Factor Converg.
 DF1413;SPC GA E     -   385,752.872   195,608.747   MT  0.99990024   -0 01 33.8
 DF1413;SPC GA E     - 1,265,590.88    641,759.70   sFT  0.99990024   -0 01 33.8
 DF1413;UTM  17      - 3,705,080.633   387,214.648   MT  0.99975683   -0 40 11.0
 DF1413
 DF1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1413!SPC GA E     -   0.99998715  x   0.99990024  =   0.99988739
 DF1413!UTM  17      -   0.99998715  x   0.99975683  =   0.99974399
 DF1413
 DF1413                          SUPERSEDED SURVEY CONTROL
 DF1413
 DF1413  NAD 83(1986)-  33 28 45.39547(N)    082 12 50.09794(W) AD(       ) 2
 DF1413  NAD 27      -  33 28 44.90079(N)    082 12 50.66327(W) AD(       ) 2
 DF1413  NGVD 29 (07/19/86)  111.5    (m)          366.     (f) VERT ANG       
 DF1413
 DF1413.Superseded values are not recommended for survey control.
 DF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1413.See file dsdata.txt to determine how the superseded data were derived.
 DF1413
 DF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8721505081(NAD 83)
 DF1413_MARKER: DD = SURVEY DISK
 DF1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1413+STABILITY: SURFACE MOTION
 DF1413
 DF1413  HISTORY     - Date     Condition        Report By
 DF1413  HISTORY     - 1980     MONUMENTED       GADT
 DF1413
 DF1413                          STATION DESCRIPTION
 DF1413
 DF1413'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1413'THE STATION IS LOCATED ABOUT 3.5 KM (2 MI) NORTH-NORTHWEST OF
 DF1413'GROVETOWN, 10.2 KM (6-1/2 MI) SOUTHWEST OF EVANS, AND 11.5 KM
 DF1413'(7-1/4 MI) NORTHEAST OF HARLEM ON COUNTY RIGHT OF WAY.
 DF1413'
 DF1413'TO REACH THE STATION FROM THE CITY HALL IN GROVETOWN, GO
 DF1413'WEST-NORTHWEST ALONG STATE ROUTE 223 FOR 0.8 KM (0.5 MI) TO THE
 DF1413'JUNCTION OF COUNTY ROAD 92121 (WRIGHTSBORO ROAD) CROSSING.
 DF1413'CONTINUE GOING WEST-NORTHWEST ALONG STATE ROUTE 223 FOR 0.9 KM
 DF1413'(0.55 MI) TO THE JUNCTION OF COUNTY ROAD 238 (CHAMBLIN ROAD) TO
 DF1413'THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 238 FOR 2.35
 DF1413'KM (1.45 MI) TO THE STATION ON THE LEFT.
 DF1413'
 DF1413'THE STATION IS A STANDARD GADT DISK
 DF1413'STAMPED---036-219 1980 AZ MK---,
 DF1413'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1413'FLUSH WITH GROUND.  IT IS LOCATED
 DF1413'9.14 METERS (30.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1413'CHAMBLIN ROAD ,
 DF1413'44.14 METERS (144.8 FT) NORTH FROM A POWER POLE,
 DF1413'32.4 METERS (106.3 FT) SOUTH-SOUTHWEST FROM ANOTHER POWER POLE,
 DF1413'AND
 DF1413'0.61 METER (2.0 FT) EAST FROM A WITNESS POST.
 DF1413'
 DF1413'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1413'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1343 ***********************************************************************
 DF1343  DESIGNATION -  BV 036 220 GADT
 DF1343  PID         -  DF1343
 DF1343  STATE/COUNTY-  GA/COLUMBIA
 DF1343  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1343
 DF1343                         *CURRENT SURVEY CONTROL
 DF1343  ___________________________________________________________________
 DF1343* NAD 83(1994)-  33 29 11.83646(N)    082 06 42.63820(W)     ADJUSTED  
 DF1343* NAVD 88     -       150.8    (meters)     495.     (feet)  VERTCON   
 DF1343  ___________________________________________________________________
 DF1343  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DF1343  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DF1343
 DF1343  HORZ ORDER  -  SECOND
 DF1343
 DF1343.The horizontal coordinates were established by classical geodetic methods
 DF1343.and adjusted by the National Geodetic Survey in September 1997..
 DF1343
 DF1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1343
 DF1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1343
 DF1343.The geoid height was determined by GEOID03.
 DF1343
 DF1343;                    North         East     Units Scale Factor Converg.
 DF1343;SPC GA E     -   386,567.906   205,094.541   MT  0.99990032   +0 01 48.9
 DF1343;SPC GA E     - 1,268,264.87    672,881.01   sFT  0.99990032   +0 01 48.9
 DF1343;UTM  17      - 3,705,788.937   396,707.518   MT  0.99973154   -0 36 48.6
 DF1343
 DF1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1343!SPC GA E     -   0.99998099  x   0.99990032  =   0.99988131
 DF1343!UTM  17      -   0.99998099  x   0.99973154  =   0.99971253
 DF1343
 DF1343:                Primary Azimuth Mark                     Grid Az
 DF1343:SPC GA E     -  BV 036 220 GADT AZ MK                    255 05 58.4
 DF1343:UTM  17      -  BV 036 220 GADT AZ MK                    255 44 35.9
 DF1343
 DF1343|---------------------------------------------------------------------|
 DF1343| PID    Reference Object                     Distance      Geod. Az  |
 DF1343|                                                           dddmmss.s |
 DF1343| DF1349 BV 036 220 GADT AZ MK               APPROX. 0.8 KM 2550747.3 |
 DF1343| DF1344 BV 036 220 GADT RM 1                 27.212 METERS 25508     |
 DF1343|---------------------------------------------------------------------|
 DF1343
 DF1343                          SUPERSEDED SURVEY CONTROL
 DF1343
 DF1343  NAD 83(1986)-  33 29 11.84117(N)    082 06 42.63362(W) AD(       ) 2
 DF1343  NAD 27      -  33 29 11.35300(N)    082 06 43.20476(W) AD(       ) 2
 DF1343  NGVD 29 (07/19/86)  151.0    (m)          495.     (f) VERT ANG       
 DF1343
 DF1343.Superseded values are not recommended for survey control.
 DF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1343.See file dsdata.txt to determine how the superseded data were derived.
 DF1343
 DF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9670805789(NAD 83)
 DF1343_MARKER: DD = SURVEY DISK
 DF1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1343+STABILITY: SURFACE MOTION
 DF1343
 DF1343  HISTORY     - Date     Condition        Report By
 DF1343  HISTORY     - 1980     MONUMENTED       GADT
 DF1343
 DF1343                          STATION DESCRIPTION
 DF1343
 DF1343'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1343'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHWEST OF
 DF1343'MARTINEZ, 9.2 KM (5-3/4 MI) EAST-NORTHEAST OF GROVETOWN, AND
 DF1343'13.8 KM (8-1/2 MI) WEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1343'
 DF1343'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1343'AND INTERSTATE HIGHWAY 520 (BOBBY JONES EXPRESSWAY) ABOUT 11.5
 DF1343'KM (7 MI) WEST-NORTHWEST OF AUGUSTA, GO SOUTH ALONG INTERSTATE
 DF1343'HIGHWAY 520 EXITING AT WHEELER ROAD FOR 1.55 KM (0.95 MI) TO THE
 DF1343'JUNCTION OF THE EXIT RAMP AND WHEELER ROAD.  TURN LEFT GOING
 DF1343'WEST-NORTHWEST ALONG WHEELER ROAD FOR 2.2 KM (1.35 MI) TO THE
 DF1343'JUNCTION OF FRONTAGE ROAD TO THE LEFT.  TURN LEFT GOING WEST ALONG
 DF1343'FRONTAGE ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 DF1343'
 DF1343'THE STATION IS A STANDARD GADT DISK
 DF1343'STAMPED---036-220 1980---,
 DF1343'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1343'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1343'25.45 METERS (83.50 FT) NORTH FROM THE CENTERLINE OF FRONTAGE
 DF1343'ROAD,
 DF1343'20.24 METERS (66.40 FT) NORTH FROM THE RIGHT OF WAY FENCE, AND
 DF1343'0.85 METER (2.80 FT) SOUTH FROM A WITNESS POST.
 DF1343'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1343'STAMPED---036-220 1980---,
 DF1343'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1343'
 DF1343'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1343'STAMPED---036-220 1980 RM 1---,
 DF1343'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1343'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1343'25.45 METERS (83.50 FT) NORTH FROM THE CENTERLINE OF BELAIR
 DF1343'FRONTAGE ROAD,
 DF1343'20.12 METERS (66.00 FT) NORTH FROM THE RIGHT OF WAY FENCE, AND
 DF1343'0.81 METER (2.60 FT) SOUTH FROM A WITNESS POST.
 DF1343'MARK IS BELOW STATION 0.10 METERS.
 DF1343'
 DF1343'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1343'STAMPED---036-220 1980 AZ MK---,
 DF1343'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1343'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1343'18.74 METERS (61.50 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 DF1343'BOUND LANE OF INTERSTATE HIGHWAY 20,
 DF1343'4.94 METERS (16.20 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE
 DF1343'SOUTHEAST EDGE OF A ROUND CONCRETE BASE FOR A SIGN POST,
 DF1343'1.59 METERS (5.22 FT) EAST FROM THE EAST EDGE OF THE ROUND
 DF1343'CONCRETE BASE FOR THE SOUTHERN MOST POST OF THE SIGN, AND
 DF1343'0.98 METER (3.21 FT) NORTH FROM A WITNESS POST.
 DF1343'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING WEST ALONG
 DF1343'FRONTAGE ROAD FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE
 DF1343'RIGHT.
 DF1343'
 DF1343'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS ONLY
 DF1343'ONE SET.
 DF1343'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1343'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1343'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1349 ***********************************************************************
 DF1349  DESIGNATION -  BV 036 220 GADT AZ MK
 DF1349  PID         -  DF1349
 DF1349  STATE/COUNTY-  GA/COLUMBIA
 DF1349  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1349
 DF1349                         *CURRENT SURVEY CONTROL
 DF1349  ___________________________________________________________________
 DF1349* NAD 83(1994)-  33 29 05.44748(N)    082 07 11.34956(W)     ADJUSTED  
 DF1349* NAVD 88     -       150.2    (meters)     493.     (feet)  VERTCON   
 DF1349  ___________________________________________________________________
 DF1349  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 DF1349  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DF1349
 DF1349  HORZ ORDER  -  SECOND
 DF1349
 DF1349.The horizontal coordinates were established by classical geodetic methods
 DF1349.and adjusted by the National Geodetic Survey in September 1997..
 DF1349
 DF1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1349
 DF1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1349
 DF1349.The geoid height was determined by GEOID03.
 DF1349
 DF1349;                    North         East     Units Scale Factor Converg.
 DF1349;SPC GA E     -   386,370.723   204,353.498   MT  0.99990023   +0 01 33.0
 DF1349;SPC GA E     - 1,267,617.95    670,449.77   sFT  0.99990023   +0 01 33.0
 DF1349;UTM  17      - 3,705,600.124   395,964.430   MT  0.99973344   -0 37 04.4
 DF1349
 DF1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1349!SPC GA E     -   0.99998108  x   0.99990023  =   0.99988131
 DF1349!UTM  17      -   0.99998108  x   0.99973344  =   0.99971452
 DF1349
 DF1349                          SUPERSEDED SURVEY CONTROL
 DF1349
 DF1349  NAD 83(1986)-  33 29 05.45219(N)    082 07 11.34497(W) AD(       ) 2
 DF1349  NAD 27      -  33 29 04.96378(N)    082 07 11.91527(W) AD(       ) 2
 DF1349  NGVD 29 (07/19/86)  150.4    (m)          493.     (f) VERT ANG       
 DF1349
 DF1349.Superseded values are not recommended for survey control.
 DF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1349.See file dsdata.txt to determine how the superseded data were derived.
 DF1349
 DF1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9596405600(NAD 83)
 DF1349_MARKER: DD = SURVEY DISK
 DF1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1349+STABILITY: SURFACE MOTION
 DF1349
 DF1349  HISTORY     - Date     Condition        Report By
 DF1349  HISTORY     - 1980     MONUMENTED       GADT
 DF1349
 DF1349                          STATION DESCRIPTION
 DF1349
 DF1349'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1349'THE STATION IS LOCATED ABOUT 5 KM (3 MI) SOUTHWEST OF
 DF1349'MARTINEZ, 9 KM (5-1/2 MI) EAST-NORTHEAST OF GROVETOWN, AND
 DF1349'14 KM (8-3/4 MI) WEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1349'
 DF1349'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1349'AND INTERSTATE HIGHWAY 520 (BOBBY JONES EXPRESSWAY) ABOUT 11.5
 DF1349'KM (7 MI) WEST-NORTHWEST OF AUGUSTA, GO SOUTH ALONG INTERSTATE
 DF1349'HIGHWAY 520 EXITING AT WHEELER ROAD FOR 1.55 KM (0.95 MI) TO THE
 DF1349'JUNCTION OF THE EXIT RAMP AND WHEELER ROAD.  TURN LEFT GOING
 DF1349'WEST-NORTHWEST ALONG WHEELER ROAD FOR 2.2 KM (1.35 MI) TO THE
 DF1349'JUNCTION OF FRONTAGE ROAD TO THE LEFT.  TURN LEFT GOING WEST ALONG
 DF1349'FRONTAGE ROAD FOR 1.2 KM (0.75 MI) TO THE STATION ON THE RIGHT.
 DF1349'
 DF1349'THE STATION IS A STANDARD GADT DISK
 DF1349'STAMPED---036-220 1980 AZ MK---,
 DF1349'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1349'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1349'18.74 METERS (61.50 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 DF1349'BOUND LANE OF INTERSTATE HIGHWAY 20,
 DF1349'4.94 METERS (16.20 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE
 DF1349'SOUTHEAST EDGE OF A ROUND CONCRETE BASE FOR A SIGN POST,
 DF1349'1.59 METERS (5.22 FT) EAST FROM THE EAST EDGE OF THE ROUND
 DF1349'CONCRETE BASE FOR THE SOUTHERN MOST POST OF THE SIGN, AND
 DF1349'0.98 METER (3.21 FT) NORTH FROM A WITNESS POST.
 DF1349'
 DF1349'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1349'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1567 ***********************************************************************
 DF1567  DESIGNATION -  BV 036 222 GADT
 DF1567  PID         -  DF1567
 DF1567  STATE/COUNTY-  GA/COLUMBIA
 DF1567  USGS QUAD   -  HARLEM (1980)
 DF1567
 DF1567                         *CURRENT SURVEY CONTROL
 DF1567  ___________________________________________________________________
 DF1567* NAD 83(1994)-  33 24 16.90694(N)    082 17 48.09707(W)     ADJUSTED  
 DF1567* NAVD 88     -       165.1    (meters)     542.     (feet)  VERTCON   
 DF1567  ___________________________________________________________________
 DF1567  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DF1567  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF1567
 DF1567  HORZ ORDER  -  SECOND
 DF1567
 DF1567.The horizontal coordinates were established by classical geodetic methods
 DF1567.and adjusted by the National Geodetic Survey in September 1997..
 DF1567
 DF1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1567
 DF1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1567
 DF1567.The geoid height was determined by GEOID03.
 DF1567
 DF1567;                    North         East     Units Scale Factor Converg.
 DF1567;SPC GA E     -   377,488.540   187,905.546   MT  0.99990180   -0 04 17.7
 DF1567;SPC GA E     - 1,238,476.98    616,486.78   sFT  0.99990180   -0 04 17.7
 DF1567;UTM  17      - 3,696,904.359   379,420.222   MT  0.99977925   -0 42 50.3
 DF1567
 DF1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1567!SPC GA E     -   0.99997867  x   0.99990180  =   0.99988047
 DF1567!UTM  17      -   0.99997867  x   0.99977925  =   0.99975793
 DF1567
 DF1567|---------------------------------------------------------------------|
 DF1567| PID    Reference Object                     Distance      Geod. Az  |
 DF1567|                                                           dddmmss.s |
 DF1567| DF1568 BV 036 222 GADT RM 1                 20.163 METERS 30209     |
 DF1567| DF1569 BV 036 222 GADT AZ MK               APPROX. 0.5 KM 3511142.5 |
 DF1567|---------------------------------------------------------------------|
 DF1567
 DF1567                          SUPERSEDED SURVEY CONTROL
 DF1567
 DF1567  NAD 83(1986)-  33 24 16.91176(N)    082 17 48.09319(W) AD(       ) 2
 DF1567  NAD 27      -  33 24 16.40720(N)    082 17 48.65211(W) AD(       ) 2
 DF1567  NGVD 29 (07/19/86)  165.3    (m)          542.     (f) VERT ANG       
 DF1567
 DF1567.Superseded values are not recommended for survey control.
 DF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1567.See file dsdata.txt to determine how the superseded data were derived.
 DF1567
 DF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7942096904(NAD 83)
 DF1567_MARKER: DD = SURVEY DISK
 DF1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1567+STABILITY: SURFACE MOTION
 DF1567
 DF1567  HISTORY     - Date     Condition        Report By
 DF1567  HISTORY     - 1980     MONUMENTED       GADT
 DF1567
 DF1567                          STATION DESCRIPTION
 DF1567
 DF1567'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1567'THE STATION IS LOCATED ABOUT 1.5 KM (1.0 MI) SOUTHEAST OF HARLEM
 DF1567'10.5 KM (6-1/2 MI) WEST-SOUTHWEST OF GROVETOWN, 15.2 KM (9-1/2
 DF1567'MI) NORTHWEST OF BLYTHE.
 DF1567'OWNERSHIP--COLUMBIA COUNTY BOARD OF EDUCATION, SOUTH HARLEM
 DF1567'ELEMENTARY SCHOOL.  PERMISSION GRANTED BY D.D. THORNHILL,
 DF1567'ASSOCIATE SUPERINTENDENT OF SCHOOLS, APPLING, GEORGIA.
 DF1567'PHONE 404-541-0650.
 DF1567'
 DF1567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1567'HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND U.S. HIGHWAY
 DF1567'221 (STATE ROUTE 47) IN HARLEM, GO SOUTHEAST ALONG U.S. HIGHWAY
 DF1567'78 FOR 1.7 KM (1.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DF1567'CONTINUE SOUTHEAST ALONG U.S. HIGHWAY 78 FOR 0.3 KM (0.2 MI) TO
 DF1567'THE JUNCTION OF COUNTY PAVED ROAD 51 TO THE RIGHT.  TURN RIGHT
 DF1567'AND GO SOUTH ALONG COUNTY ROAD 51 FOR 0.4 KM (0.25 MI) TO THE
 DF1567'STATION ON THE RIGHT NEAR A FLAG POLE ON THE EAST SIDE OF THE
 DF1567'SOUTH HARLEM ELEMENTARY SCHOOL.
 DF1567'
 DF1567'THE STATION IS A STANDARD GADT DISK
 DF1567'STAMPED---036-222 1980---,
 DF1567'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1567'FLUSH WITH GROUND.  IT IS LOCATED
 DF1567'15.79 METERS (51.80 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 DF1567'SCHOOL BUILDING,
 DF1567'16.76 METERS (55.00 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF
 DF1567'THE BUILDING, AND
 DF1567'1.28 METERS (4.200 FT) SOUTHWEST FROM THE FLAG POLE.
 DF1567'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1567'STAMPED---036-222 1980---,
 DF1567'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1567'
 DF1567'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1567'STAMPED---036-222 1980 RM 1---,
 DF1567'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1567'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1567'19.93 METERS (65.40 FT) NORTHWEST FROM THE FLAG POLE IN THE
 DF1567'SCHOOL YARD,
 DF1567'3.29 METERS (10.80 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER
 DF1567'OF THE SCHOOL BUILDING, AND
 DF1567'2.83 METERS (9.300 FT) NORTH-NORTHEAST FROM THE FACE OF THE WALL
 DF1567'OF THE BUILDING.
 DF1567'MARK IS LEVEL WITH STATION.
 DF1567'
 DF1567'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1567'STAMPED---036-222 1980 AZ MK---,
 DF1567'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1567'FLUSH WITH GROUND.  IT IS LOCATED
 DF1567'9.45 METERS (31.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF U.S.
 DF1567'HIGHWAY 78 AND 278,
 DF1567'57.32 METERS (188.1 FT) WEST-NORTHWEST FROM A CURVE SIGN POST,
 DF1567'11.89 METERS (39.00 FT) EAST FROM A RIGHT OF WAY SIGN POST, AND
 DF1567'0.43 METER (1.400 FT) NORTH-NORTHEAST FROM A WITNESS POST AT
 DF1567'THE FENCELINE.
 DF1567'
 DF1567'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 DF1567'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1567'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1569 ***********************************************************************
 DF1569  DESIGNATION -  BV 036 222 GADT AZ MK
 DF1569  PID         -  DF1569
 DF1569  STATE/COUNTY-  GA/COLUMBIA
 DF1569  USGS QUAD   -  HARLEM (1980)
 DF1569
 DF1569                         *CURRENT SURVEY CONTROL
 DF1569  ___________________________________________________________________
 DF1569* NAD 83(1994)-  33 24 32.95880(N)    082 17 51.06167(W)     ADJUSTED  
 DF1569* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 DF1569  ___________________________________________________________________
 DF1569  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DF1569  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF1569
 DF1569  HORZ ORDER  -  SECOND
 DF1569
 DF1569.The horizontal coordinates were established by classical geodetic methods
 DF1569.and adjusted by the National Geodetic Survey in September 1997..
 DF1569
 DF1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1569
 DF1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1569
 DF1569.The geoid height was determined by GEOID03.
 DF1569
 DF1569;                    North         East     Units Scale Factor Converg.
 DF1569;SPC GA E     -   377,983.126   187,829.570   MT  0.99990183   -0 04 19.4
 DF1569;SPC GA E     - 1,240,099.64    616,237.51   sFT  0.99990183   -0 04 19.4
 DF1569;UTM  17      - 3,697,399.705   379,349.805   MT  0.99977946   -0 42 52.3
 DF1569
 DF1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1569!SPC GA E     -   0.99997939  x   0.99990183  =   0.99988123
 DF1569!UTM  17      -   0.99997939  x   0.99977946  =   0.99975886
 DF1569
 DF1569                          SUPERSEDED SURVEY CONTROL
 DF1569
 DF1569  NAD 83(1986)-  33 24 32.96361(N)    082 17 51.05778(W) AD(       ) 2
 DF1569  NAD 27      -  33 24 32.45944(N)    082 17 51.61671(W) AD(       ) 2
 DF1569  NGVD 29 (07/19/86)  160.7    (m)          527.     (f) VERT ANG       
 DF1569
 DF1569.Superseded values are not recommended for survey control.
 DF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1569.See file dsdata.txt to determine how the superseded data were derived.
 DF1569
 DF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7935097400(NAD 83)
 DF1569_MARKER: DD = SURVEY DISK
 DF1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1569+STABILITY: SURFACE MOTION
 DF1569
 DF1569  HISTORY     - Date     Condition        Report By
 DF1569  HISTORY     - 1980     MONUMENTED       GADT
 DF1569
 DF1569                          STATION DESCRIPTION
 DF1569
 DF1569'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1569'THE STATION IS LOCATED ABOUT 1.5 KM (1 MI) SOUTHEAST OF HARLEM,
 DF1569'10 KM (6-1/4 MI) WEST-SOUTHWEST OF GROVETOWN, AND 15.8 KM
 DF1569'(9-3/4 MI) NORTHWEST OF BLYTHE.
 DF1569'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1569'
 DF1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1569'HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND U.S. HIGHWAY
 DF1569'221 (STATE ROUTE 47) IN HARLEM, GO SOUTHEAST ALONG U.S. HIGHWAY
 DF1569'78 FOR 1.7 KM (1.05 MI) TO THE STATION ON THE RIGHT.
 DF1569'
 DF1569'THE STATION IS A STANDARD GADT DISK
 DF1569'STAMPED---036-222 1980 AZ MK---,
 DF1569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1569'FLUSH WITH GROUND.  IT IS LOCATED
 DF1569'9.45 METERS (31.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1569'U.S. HIGHWAY 78 AND 278,
 DF1569'57.32 METERS (188.1 FT) WEST-NORTHWEST FROM A CURVE SIGN POST,
 DF1569'11.89 METERS (39.00 FT) EAST FROM A RIGHT OF WAY SIGN POST, AND
 DF1569'0.43 METER (1.400 FT) NORTH-NORTHEAST FROM A WITNESS POST AT THE
 DF1569'FENCELINE.
 DF1569'
 DF1569'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1569'COUNTY GA. 1975. REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1405 ***********************************************************************
 DF1405  DESIGNATION -  BV 036 223 GADT
 DF1405  PID         -  DF1405
 DF1405  STATE/COUNTY-  GA/COLUMBIA
 DF1405  USGS QUAD   -  GROVETOWN (1980)
 DF1405
 DF1405                         *CURRENT SURVEY CONTROL
 DF1405  ___________________________________________________________________
 DF1405* NAD 83(1994)-  33 26 23.52948(N)    082 10 55.29919(W)     ADJUSTED  
 DF1405* NAVD 88     -       160.6    (meters)     527.     (feet)  VERTCON   
 DF1405  ___________________________________________________________________
 DF1405  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 DF1405  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DF1405
 DF1405  HORZ ORDER  -  SECOND
 DF1405
 DF1405.The horizontal coordinates were established by classical geodetic methods
 DF1405.and adjusted by the National Geodetic Survey in September 1997..
 DF1405
 DF1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1405
 DF1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1405
 DF1405.The geoid height was determined by GEOID03.
 DF1405
 DF1405;                    North         East     Units Scale Factor Converg.
 DF1405;SPC GA E     -   381,381.800   198,571.784   MT  0.99990003   -0 00 30.5
 DF1405;SPC GA E     - 1,251,250.12    651,480.93   sFT  0.99990003   -0 00 30.5
 DF1405;UTM  17      - 3,700,677.217   390,127.993   MT  0.99974883   -0 39 05.2
 DF1405
 DF1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1405!SPC GA E     -   0.99997942  x   0.99990003  =   0.99987946
 DF1405!UTM  17      -   0.99997942  x   0.99974883  =   0.99972826
 DF1405
 DF1405|---------------------------------------------------------------------|
 DF1405| PID    Reference Object                     Distance      Geod. Az  |
 DF1405|                                                           dddmmss.s |
 DF1405| DF1404 BV 036 223 GADT RM 1                 19.073 METERS 12412     |
 DF1405| DF1399 BV 036 223 GADT AZ MK               APPROX. 0.7 KM 1242837.5 |
 DF1405|---------------------------------------------------------------------|
 DF1405
 DF1405                          SUPERSEDED SURVEY CONTROL
 DF1405
 DF1405  NAD 83(1986)-  33 26 23.53412(N)    082 10 55.29489(W) AD(       ) 2
 DF1405  NAD 27      -  33 26 23.03672(N)    082 10 55.86370(W) AD(       ) 2
 DF1405  NGVD 29 (07/19/86)  160.8    (m)          528.     (f) VERT ANG       
 DF1405
 DF1405.Superseded values are not recommended for survey control.
 DF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1405.See file dsdata.txt to determine how the superseded data were derived.
 DF1405
 DF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9012800677(NAD 83)
 DF1405_MARKER: DD = SURVEY DISK
 DF1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1405+STABILITY: SURFACE MOTION
 DF1405
 DF1405  HISTORY     - Date     Condition        Report By
 DF1405  HISTORY     - 1980     MONUMENTED       GADT
 DF1405
 DF1405                          STATION DESCRIPTION
 DF1405
 DF1405'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1405'THE STATION IS LOCATED ABOUT 2 KM (1-1/4 MI) SOUTHEAST OF
 DF1405'GROVETOWN, 12.5 KM (7-3/4 MI) EAST-NORTHEAST OF HARLEM,
 DF1405'AND 16 KM (10 MI) NORTHWEST OF HEPHZIBAH.
 DF1405'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1405'
 DF1405'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GROVETOWN, GO
 DF1405'SOUTHEAST ALONG STATE ROUTE 223 FOR 2 KM (1.25 MI)  TO THE
 DF1405'STATION ON THE RIGHT.
 DF1405'
 DF1405'THE STATION IS A STANDARD GADT DISK
 DF1405'STAMPED---036-223 1980---,
 DF1405'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1405'FLUSH WITH GROUND.  IT IS LOCATED
 DF1405'10.36 METERS (34.00 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DF1405'ROUTE 223,
 DF1405'1.03 METERS (3.4 FT) NORTHEAST FROM A WITNESS POST, AND
 DF1405'493.23 METERS (1618. FT) SOUTHEAST FROM A TELEPHONE POLE TO THE
 DF1405'SOUTH OF STATE ROUTE 223 IN A CURVE ACCROSS FROM GROVETOWN AUTO
 DF1405'PARTS AND CAR WASH.
 DF1405'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1405'STAMPED---036-223 1980---,
 DF1405'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1405'
 DF1405'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1405'STAMPED---036-223 1980 RM 1---,
 DF1405'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1405'FLUSH WITH GROUND.  IT IS LOCATED
 DF1405'9.75 METERS (32.00 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DF1405'ROUTE 223,
 DF1405'1.61 METERS (5.3 FT) NORTHEAST FROM A WITNESS POST, AND
 DF1405'511.28 METERS (1680. FT) SOUTHEAST FROM THE TELEPHONE POLE TO THE
 DF1405'SOUTH OF STATE ROUTE 223 IN A CURVE ACCROSS FROM GROVETOWN AUTO
 DF1405'PARTS AND CAR WASH.
 DF1405'MARK IS LEVEL WITH STATION.
 DF1405'
 DF1405'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1405'STAMPED---036-223 1980 AZ MK---,
 DF1405'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1405'FLUSH WITH GROUND.  IT IS LOCATED
 DF1405'24.38 METERS (80.00 FT) EAST-SOUTHEAST FROM THE POINT OF
 DF1405'INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 78 AND STATE
 DF1405'ROUTE 223,
 DF1405'29.87 METERS (98.00 FT) SOUTH-SOUTHWEST FROM A SIGN POST ON THE
 DF1405'SOUTH SIDE OF U.S. HIGHWAY 78,
 DF1405'3.26 METERS (10.70 FT) NORTH-NORTHEAST FROM AN 8 INCH PINE TREE,
 DF1405'AND
 DF1405'1.09 METERS (3.6 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1405'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 DF1405'STATE ROUTE 223 FOR 0.7 KM (0.4 MI) TO THE JUNCTION OF U.S.
 DF1405'HIGHWAY 78 CROSSING AND THE AZIMUTH MARK LOCATED IN THE SOUTHEAST
 DF1405'QUADRANT OF THE INTERSECTION.
 DF1405'
 DF1405'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1405'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1399 ***********************************************************************
 DF1399  DESIGNATION -  BV 036 223 GADT AZ MK
 DF1399  PID         -  DF1399
 DF1399  STATE/COUNTY-  GA/RICHMOND
 DF1399  USGS QUAD   -  GROVETOWN (1980)
 DF1399
 DF1399                         *CURRENT SURVEY CONTROL
 DF1399  ___________________________________________________________________
 DF1399* NAD 83(1994)-  33 26 10.83168(N)    082 10 33.24513(W)     ADJUSTED  
 DF1399* NAVD 88     -       156.6    (meters)     514.     (feet)  VERTCON   
 DF1399  ___________________________________________________________________
 DF1399  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 DF1399  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DF1399
 DF1399  HORZ ORDER  -  SECOND
 DF1399
 DF1399.The horizontal coordinates were established by classical geodetic methods
 DF1399.and adjusted by the National Geodetic Survey in September 1997..
 DF1399
 DF1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1399
 DF1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1399
 DF1399.The geoid height was determined by GEOID03.
 DF1399
 DF1399;                    North         East     Units Scale Factor Converg.
 DF1399;SPC GA E     -   380,990.565   199,141.341   MT  0.99990001   -0 00 18.3
 DF1399;SPC GA E     - 1,249,966.55    653,349.55   sFT  0.99990001   -0 00 18.3
 DF1399;UTM  17      - 3,700,279.677   390,693.038   MT  0.99974730   -0 38 52.8
 DF1399
 DF1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1399!SPC GA E     -   0.99998005  x   0.99990001  =   0.99988007
 DF1399!UTM  17      -   0.99998005  x   0.99974730  =   0.99972736
 DF1399
 DF1399                          SUPERSEDED SURVEY CONTROL
 DF1399
 DF1399  NAD 83(1986)-  33 26 10.83632(N)    082 10 33.24085(W) AD(       ) 2
 DF1399  NAD 27      -  33 26 10.33865(N)    082 10 33.81023(W) AD(       ) 2
 DF1399  NGVD 29 (07/19/86)  156.8    (m)          514.     (f) VERT ANG       
 DF1399
 DF1399.Superseded values are not recommended for survey control.
 DF1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1399.See file dsdata.txt to determine how the superseded data were derived.
 DF1399
 DF1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9069300280(NAD 83)
 DF1399_MARKER: DD = SURVEY DISK
 DF1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1399+STABILITY: SURFACE MOTION
 DF1399
 DF1399  HISTORY     - Date     Condition        Report By
 DF1399  HISTORY     - 1980     MONUMENTED       GADT
 DF1399
 DF1399                          STATION DESCRIPTION
 DF1399
 DF1399'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1399'THE STATION IS LOCATED 2.5 KM (1-1/2 MI) SOUTHEAST OF
 DF1399'GROVETOWN, 13 KM (8 MI) EAST-NORTHEAST OF HARLEM, AND 15.2 KM
 DF1399'(9-1/2 MI) NORTHWEST OF HEPHZIBAH.
 DF1399'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1399'
 DF1399'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GROVETOWN,
 DF1399'GO SOUTHEAST ALONG STATE ROUTE 223 FOR 2.7 KM (1.65 MI) TO THE
 DF1399'JUNCTION OF U.S. HIGHWAY 78 CROSSING AND THE STATION ON THE
 DF1399'SOUTHEAST QUADRANT OF THE INTERSECTION.
 DF1399'
 DF1399'THE STATION IS A STANDARD GADT DISK
 DF1399'STAMPED---036-223 1980 AZ MK---,
 DF1399'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1399'FLUSH WITH GROUND.  IT IS LOCATED
 DF1399'24.38 METERS (80.00 FT) EAST-SOUTHEAST FROM THE POINT OF
 DF1399'INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 78 AND STATE
 DF1399'ROUTE 223,
 DF1399'29.87 METERS (98.00 FT) SOUTH-SOUTHWEST FROM A SIGN POST ON THE
 DF1399'SOUTH SIDE OF U.S. HIGHWAY 78,
 DF1399'3.26 METERS (10.70 FT) NORTH-NORTHEAST FROM AN 8 INCH PINE TREE,
 DF1399'AND
 DF1399'1.09 METERS (3.6 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1399'
 DF1399'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1399'COUNTY GA.  1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3009 ***********************************************************************
 DG3009  DESIGNATION -  BV 038 201
 DG3009  PID         -  DG3009
 DG3009  STATE/COUNTY-  GA/COWETA
 DG3009  USGS QUAD   -  TYRONE (1982)
 DG3009
 DG3009                         *CURRENT SURVEY CONTROL
 DG3009  ___________________________________________________________________
 DG3009* NAD 83(1994)-  33 23 23.78092(N)    084 37 14.14496(W)     ADJUSTED  
 DG3009* NAVD 88     -       277.     (meters)     909.     (feet)  VERTCON   
 DG3009  ___________________________________________________________________
 DG3009  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DG3009  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3009
 DG3009  HORZ ORDER  -  SECOND
 DG3009
 DG3009.The horizontal coordinates were established by classical geodetic methods
 DG3009.and adjusted by the National Geodetic Survey in September 1997..
 DG3009
 DG3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3009
 DG3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3009
 DG3009.The geoid height was determined by GEOID03.
 DG3009
 DG3009;                    North         East     Units Scale Factor Converg.
 DG3009;SPC GA W     -   375,936.464   657,770.495   MT  0.99992198   -0 14 59.3
 DG3009;SPC GA W     - 1,233,384.88  2,158,035.37   sFT  0.99992198   -0 14 59.3
 DG3009;UTM  16      - 3,697,046.908   721,316.410   MT  1.00020392   +1 18 36.0
 DG3009
 DG3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3009!SPC GA W     -   0.99996108  x   0.99992198  =   0.99988306
 DG3009!UTM  16      -   0.99996108  x   1.00020392  =   1.00016499
 DG3009
 DG3009:                Primary Azimuth Mark                     Grid Az
 DG3009:SPC GA W     -  BV 038 201 AZ MK                         349 04 39.1
 DG3009:UTM  16      -  BV 038 201 AZ MK                         347 31 03.8
 DG3009
 DG3009|---------------------------------------------------------------------|
 DG3009| PID    Reference Object                     Distance      Geod. Az  |
 DG3009|                                                           dddmmss.s |
 DG3009| CZ2947 BV 038 201 AZ MK                                   3484939.8 |
 DG3009| DG3010 BV 038 201 GADT 1973 PTA             29.101 METERS 35940     |
 DG3009|---------------------------------------------------------------------|
 DG3009
 DG3009                          SUPERSEDED SURVEY CONTROL
 DG3009
 DG3009  NAD 83(1994)-  33 23 23.78607(N)    084 37 14.14436(W) AD(       ) 2
 DG3009  NAD 83(1986)-  33 23 23.78714(N)    084 37 14.14344(W) AD(       ) 2
 DG3009  NAD 27      -  33 23 23.36724(N)    084 37 14.39375(W) AD(       ) 2
 DG3009  NGVD 29 (07/19/86)  277.     (m)          909.     (f) VERT ANG       
 DG3009
 DG3009.Superseded values are not recommended for survey control.
 DG3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3009.See file dsdata.txt to determine how the superseded data were derived.
 DG3009
 DG3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2131697047(NAD 83)
 DG3009_MARKER: DD = SURVEY DISK
 DG3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3009
 DG3009  HISTORY     - Date     Condition        Report By
 DG3009  HISTORY     - 1973     MONUMENTED       GADT
 DG3009
 DG3009                          STATION DESCRIPTION
 DG3009
 DG3009'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3009'THE STATION IS LOCATED APPROXIMATELY 10 MILES EAST OF NEWNAN,
 DG3009'4-1/2 MILES SOUTHWEST OF TURIN, AND 4 MILES SOUTHWEST OF SHARPSBURG
 DG3009'ON THE PROPERTY OF SAM CANDLER.
 DG3009'
 DG3009'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND
 DG3009'STATE ROUTE 34, APPROXIMATELY 3-1/2 MILES NORTHEAST OF NEWNAN,
 DG3009'TRAVEL EAST ON STATE ROUTE 34 FOR 3.95 MILES TO THE CROSSROADS OF
 DG3009'STATE ROUTE 34 AND COWETA COUNTY ROAD 91060.  CONTINUE EASTERLY
 DG3009'ON STATE ROUTE 34 FOR 3.9 MILES TO FISCHERS CROSSROADS AT THE
 DG3009'CROSSING OF FISCHER ROAD (COUNTY ROAD 91599) AND THE AZIMUTH
 DG3009'MARK ON THE LEFT.  CONTINUE AHEAD ON STATE ROUTE 34 FOR 0.35
 DG3009'MILE TO THE JUNCTION OF STATE ROUTE 34 AND STATE ROUTE 54.
 DG3009'TURN RIGHT ON STATE ROUTE 54 AND TRAVEL IN A SOUTHERLY
 DG3009'DIRECTION FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT
 DG3009'INTO THE DRIVEWAY TRAVELING IN A SOUTHEASTERLY DIRECTION
 DG3009'FOR APPROXIMATELY 0.2 MILE TO THE CANDLER RESIDENCE.  THE
 DG3009'STATION IS LOCATED IN A FIELD IN FRONT OF THE HOUSE.
 DG3009'
 DG3009'THE STATION IS A STANDARD BRASS DISK STAMPED 038-201, SET IN A 10
 DG3009'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3009'GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED
 DG3009'038-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.57
 DG3009'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 58.3 FEET
 DG3009'WEST OF AN 8 INCH MAPLE TREE, 3.5 FEET WEST OF A WITNESS POST
 DG3009'SET IN A FENCE LINE, 24.3 FEET SOUTH OF A GATE POST, AND 100.9
 DG3009'FEET NORTHWEST OF A GROUP OF FOUR MIMOSA TREES.
 DG3009'
 DG3009'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 038-201 AZI, SET IN A
 DG3009'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3009'GROUND.  IT IS LOCATED 64.0 FEET NORTHEAST OF THE POINT OF
 DG3009'INTERSECTION OF STATE ROUTE 34 AND FISCHER ROAD, 15.5 FEET EAST
 DG3009'OF THE CENTERLINE OF FISCHER ROAD, 87.9 FEET SOUTHEAST OF TWIN
 DG3009'PINE TREES, AND 40.0 FEET WEST OF A 16 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3121 ***********************************************************************
 DG3121  DESIGNATION -  BV 038 202
 DG3121  PID         -  DG3121
 DG3121  STATE/COUNTY-  GA/COWETA
 DG3121  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3121
 DG3121                         *CURRENT SURVEY CONTROL
 DG3121  ___________________________________________________________________
 DG3121* NAD 83(1994)-  33 26 35.53987(N)    084 48 50.05016(W)     ADJUSTED  
 DG3121* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 DG3121  ___________________________________________________________________
 DG3121  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DG3121  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3121
 DG3121  HORZ ORDER  -  SECOND
 DG3121
 DG3121.The horizontal coordinates were established by classical geodetic methods
 DG3121.and adjusted by the National Geodetic Survey in September 1997..
 DG3121
 DG3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3121
 DG3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3121
 DG3121.The geoid height was determined by GEOID03.
 DG3121
 DG3121;                    North         East     Units Scale Factor Converg.
 DG3121;SPC GA W     -   381,939.007   639,823.436   MT  0.99994463   -0 21 24.2
 DG3121;SPC GA W     - 1,253,078.23  2,099,154.06   sFT  0.99994463   -0 21 24.2
 DG3121;UTM  16      - 3,702,559.598   703,208.467   MT  1.00010913   +1 12 18.7
 DG3121
 DG3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3121!SPC GA W     -   0.99996000  x   0.99994463  =   0.99990463
 DG3121!UTM  16      -   0.99996000  x   1.00010913  =   1.00006913
 DG3121
 DG3121|---------------------------------------------------------------------|
 DG3121| PID    Reference Object                     Distance      Geod. Az  |
 DG3121|                                                           dddmmss.s |
 DG3121| DG3120 BV 038 202 GADT 1973 PTA             21.869 METERS 00428     |
 DG3121| CZ2948 BV 038 202 AZ MK                                   2785223.4 |
 DG3121|---------------------------------------------------------------------|
 DG3121
 DG3121                          SUPERSEDED SURVEY CONTROL
 DG3121
 DG3121  NAD 83(1994)-  33 26 35.54385(N)    084 48 50.05010(W) AD(       ) 2
 DG3121  NAD 83(1986)-  33 26 35.54548(N)    084 48 50.04821(W) AD(       ) 2
 DG3121  NAD 27      -  33 26 35.13281(N)    084 48 50.27739(W) AD(       ) 2
 DG3121  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 DG3121
 DG3121.Superseded values are not recommended for survey control.
 DG3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3121.See file dsdata.txt to determine how the superseded data were derived.
 DG3121
 DG3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0320802560(NAD 83)
 DG3121_MARKER: DD = SURVEY DISK
 DG3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3121
 DG3121  HISTORY     - Date     Condition        Report By
 DG3121  HISTORY     - 1973     MONUMENTED       GADT
 DG3121
 DG3121                          STATION DESCRIPTION
 DG3121
 DG3121'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3121'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES NORTH OF NEWNAN,
 DG3121'11.9 MILES NORTH-NORTHWEST OF SHARPSBURG, AND 7 MILES SOUTHEAST OF
 DG3121'WHITESBURG.
 DG3121'
 DG3121'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND STATE
 DG3121'ROUTE 70, IN NEWNAN, PROCEED NORTH ON STATE ROUTE 70 FOR 3.85
 DG3121'MILES TO THE INTERSECTION OF STATE ROUTE 70 AND COUNTY ROAD 92018
 DG3121'(BUDDY WEST ROAD).  TURN RIGHT ON COUNTY ROAD 92018 AND PROCEED
 DG3121'EAST FOR 0.2 MILE TO THE STATION ON THE LEFT LOCATED ON AN EIGHT
 DG3121'FOOT CUT BANK.
 DG3121'
 DG3121'THE STATION IS A STANDARD DISK STAMPED 038-202, SET IN A 10 INCH
 DG3121'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3121'UNDERGROUND MARK IS A STANDARD DISK STAMPED 038-202, SET IN AN
 DG3121'IRREGULAR MASS OF CONCRETE 0.58 METERS BELOW THE SURFACE OF THE
 DG3121'GROUND.
 DG3121'
 DG3121'IT IS 5.6 FEET NORTH OF A WITNESS POST, 40.0 FEET NORTH OF THE
 DG3121'CENTERLINE OF COUNTY ROAD 92018, AND 165.6 FEET NORTHWEST OF A
 DG3121'POWER POLE.
 DG3121'
 DG3121'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON
 DG3121'COUNTY ROAD 92018 (BUDDY WEST ROAD) FOR 0.2 MILE TO STATE ROUTE
 DG3121'70.  CONTINUE STRAIGHT ACROSS STATE ROUTE 70 ON COUNTY ROAD
 DG3121'92018 (NOW MACEDONIA ROAD FOR 0.2 MILES TO COUNTY ROAD 286 ON
 DG3121'THE RIGHT.  TAKE A RIGHT TURN AND PROCEED NORTHEAST FOR 0.05
 DG3121'MILE TO THE MARK LOCATED IN A FIELD ON THE RIGHT.
 DG3121'
 DG3121'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 038-202 AZI, SET IN
 DG3121'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3121'
 DG3121'IT IS 24.3 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 DG3121'104.3 FEET NORTHEAST OF THE PI OF COUNTY ROAD 286 AND A DRIVEWAY,
 DG3121'AND 93.2 FEET WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3125 ***********************************************************************
 DG3125  DESIGNATION -  BV 038 203
 DG3125  PID         -  DG3125
 DG3125  STATE/COUNTY-  GA/COWETA
 DG3125  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3125
 DG3125                         *CURRENT SURVEY CONTROL
 DG3125  ___________________________________________________________________
 DG3125* NAD 83(1994)-  33 27 57.04934(N)    084 51 49.88480(W)     ADJUSTED  
 DG3125* NAVD 88     -       249.8    (meters)     820.     (feet)  VERTCON   
 DG3125  ___________________________________________________________________
 DG3125  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DG3125  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG3125
 DG3125  HORZ ORDER  -  SECOND
 DG3125
 DG3125.The horizontal coordinates were established by classical geodetic methods
 DG3125.and adjusted by the National Geodetic Survey in September 1997..
 DG3125
 DG3125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3125
 DG3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3125
 DG3125.The geoid height was determined by GEOID03.
 DG3125
 DG3125;                    North         East     Units Scale Factor Converg.
 DG3125;SPC GA W     -   384,480.090   635,195.731   MT  0.99995176   -0 23 04.1
 DG3125;SPC GA W     - 1,261,415.10  2,083,971.33   sFT  0.99995176   -0 23 04.1
 DG3125;UTM  16      - 3,704,973.924   698,512.500   MT  1.00008586   +1 10 42.0
 DG3125
 DG3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3125!SPC GA W     -   0.99996537  x   0.99995176  =   0.99991714
 DG3125!UTM  16      -   0.99996537  x   1.00008586  =   1.00005123
 DG3125
 DG3125:                Primary Azimuth Mark                     Grid Az
 DG3125:SPC GA W     -  BV 038 203 AZ MK                         231 55 20.5
 DG3125:UTM  16      -  BV 038 203 AZ MK                         230 21 34.4
 DG3125
 DG3125|---------------------------------------------------------------------|
 DG3125| PID    Reference Object                     Distance      Geod. Az  |
 DG3125|                                                           dddmmss.s |
 DG3125| CZ2949 BV 038 203 AZ MK                                   2313216.4 |
 DG3125|---------------------------------------------------------------------|
 DG3125
 DG3125                          SUPERSEDED SURVEY CONTROL
 DG3125
 DG3125  NAD 83(1994)-  33 27 57.05309(N)    084 51 49.88482(W) AD(       ) 2
 DG3125  NAD 83(1986)-  33 27 57.05485(N)    084 51 49.88282(W) AD(       ) 2
 DG3125  NAD 27      -  33 27 56.64469(N)    084 51 50.10613(W) AD(       ) 2
 DG3125  NGVD 29 (07/19/86)  249.8    (m)          820.     (f) VERT ANG       
 DG3125
 DG3125.Superseded values are not recommended for survey control.
 DG3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3125.See file dsdata.txt to determine how the superseded data were derived.
 DG3125
 DG3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9851204974(NAD 83)
 DG3125_MARKER: DD = SURVEY DISK
 DG3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3125
 DG3125  HISTORY     - Date     Condition        Report By
 DG3125  HISTORY     - 1973     MONUMENTED       GADT
 DG3125
 DG3125                          STATION DESCRIPTION
 DG3125
 DG3125'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3125'THE STATION IS LOCATED APPROXIMATELY 7.3 MILES NORTHWEST OF
 DG3125'NEWNAN 3.6 MILES SOUTHEAST OF WHITESBURG, AND 11.8 MILES SOUTHWEST
 DG3125'OF PALMETTO.
 DG3125'
 DG3125'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALTERNATE 27
 DG3125'AND STATE ROUTE 34, IN NEWNAN, GO NORTH ON U.S. 27 FOR 3.70 MILES
 DG3125'TO COUNTY ROAD 306 (OLD CARROLLTON ROAD) ON THE RIGHT.  TURN RIGHT
 DG3125'ON COUNTY ROAD 306 AND PROCEED NORTHEAST FOR 1.45 MILES TO COUNTY
 DG3125'ROAD 307 (SEWELL MILL ROAD) ON THE RIGHT.  TURN RIGHT AND PROCEED
 DG3125'NORTHEAST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST
 DG3125'SOUTHWEST OF THE INTERSECTION OF COUNTY ROAD 307 AND COUNTY
 DG3125'ROAD 340.  CONTINUE NORTH ON COUNTY ROAD 307 (SEWELL MILL
 DG3125'ROAD), FOR 0.45 MILE TO THE STATION ON THE RIGHT, LOCATED ON A
 DG3125'6 FOOT CUT BANK.
 DG3125'
 DG3125'THE STATION IS A STANDARD DISK STAMPED 038-203, SET IN A 10 INCH
 DG3125'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3125'UNDERGROUND MARK IS A STANDARD DISK STAMPED 038-203, SET IN AN
 DG3125'IRREGULAR MASS OF CONCRETE 0.64 METERS BELOW THE SURFACE OF THE
 DG3125'GROUND.
 DG3125'
 DG3125'IT IS 5.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 12.0 FEET
 DG3125'NORTH-NORTHWEST OF THE ENTRANCE OF A GUY WIRE INTO THE GROUND,
 DG3125'41.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 7
 DG3125'FEET SOUTH OF A TELEPHONE POLE.
 DG3125'
 DG3125'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 038-203 AZI, SET IN A
 DG3125'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3125'GROUND.
 DG3125'
 DG3125'IT IS 34.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 307
 DG3125'(SEWELL MILL ROAD), 78.0 FEET NORTHWEST OF AN UNDERGROUND TELEPHONE
 DG3125'CABLE MARKER, 14 FEET SOUTH OF A 14 INCH PINE TREE AND 44 FEET
 DG3125'SOUTHWEST OF THE PI OF COUNTY ROADS 307 AND 340.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3127 ***********************************************************************
 DG3127  DESIGNATION -  BV 038 204
 DG3127  PID         -  DG3127
 DG3127  STATE/COUNTY-  GA/COWETA
 DG3127  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3127
 DG3127                         *CURRENT SURVEY CONTROL
 DG3127  ___________________________________________________________________
 DG3127* NAD 83(1994)-  33 29 10.60859(N)    084 49 49.51519(W)     ADJUSTED  
 DG3127* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 DG3127  ___________________________________________________________________
 DG3127  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DG3127  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG3127
 DG3127  HORZ ORDER  -  SECOND
 DG3127
 DG3127.The horizontal coordinates were established by classical geodetic methods
 DG3127.and adjusted by the National Geodetic Survey in September 1997..
 DG3127
 DG3127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3127
 DG3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3127
 DG3127.The geoid height was determined by GEOID03.
 DG3127
 DG3127;                    North         East     Units Scale Factor Converg.
 DG3127;SPC GA W     -   386,725.866   638,318.166   MT  0.99994689   -0 21 58.4
 DG3127;SPC GA W     - 1,268,783.11  2,094,215.52   sFT  0.99994689   -0 21 58.4
 DG3127;UTM  16      - 3,707,304.381   701,572.948   MT  1.00010096   +1 11 50.8
 DG3127
 DG3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3127!SPC GA W     -   0.99996377  x   0.99994689  =   0.99991067
 DG3127!UTM  16      -   0.99996377  x   1.00010096  =   1.00006473
 DG3127
 DG3127:                Primary Azimuth Mark                     Grid Az
 DG3127:SPC GA W     -  BV 038 204 AZ MK                         232 47 19.0
 DG3127:UTM  16      -  BV 038 204 AZ MK                         231 13 29.8
 DG3127
 DG3127|---------------------------------------------------------------------|
 DG3127| PID    Reference Object                     Distance      Geod. Az  |
 DG3127|                                                           dddmmss.s |
 DG3127| CZ2950 BV 038 204 AZ MK                                   2322520.6 |
 DG3127| DG3126 BV 038 204 GADT 1973 PTA             20.693 METERS 23556     |
 DG3127|---------------------------------------------------------------------|
 DG3127
 DG3127                          SUPERSEDED SURVEY CONTROL
 DG3127
 DG3127  NAD 83(1994)-  33 29 10.61252(N)    084 49 49.51543(W) AD(       ) 2
 DG3127  NAD 83(1986)-  33 29 10.61416(N)    084 49 49.51331(W) AD(       ) 2
 DG3127  NAD 27      -  33 29 10.20542(N)    084 49 49.74014(W) AD(       ) 2
 DG3127  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 DG3127
 DG3127.Superseded values are not recommended for survey control.
 DG3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3127.See file dsdata.txt to determine how the superseded data were derived.
 DG3127
 DG3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0157307304(NAD 83)
 DG3127_MARKER: DD = SURVEY DISK
 DG3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3127
 DG3127  HISTORY     - Date     Condition        Report By
 DG3127  HISTORY     - 1973     MONUMENTED       GADT
 DG3127
 DG3127                          STATION DESCRIPTION
 DG3127
 DG3127'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3127'THE STATION IS APPROXIMATELY 8.0 MILES NORTH OF NEWNAN, 5.0 MILES
 DG3127'EAST OF WHITESBURG, AND 9.5 MILES WEST-SOUTHWEST OF PALMETTO.
 DG3127'
 DG3127'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 29 AND
 DG3127'STATE ROUTE 70, IN NEWNAN, PROCEED NORTH ON STATE ROUTE 70 FOR
 DG3127'7.8 MILES TO THE INTERSECTION OF STATE ROUTE 70 AND COUNTY ROAD
 DG3127'307 (SEWELL MILL ROAD).  TAKE A SHARP LEFT ON TO COUNTY ROAD 307
 DG3127'AND PROCEED SOUTHWEST 0.8 MILE TO THE STATION ON THE RIGHT.
 DG3127'
 DG3127'THE STATION IS A STANDARD DISK STAMPED 038-204, SET IN A 10 INCH
 DG3127'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3127'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 038-204,
 DG3127'SET IN AN IRREGULAR MASS OF CONCRETE 0.64 METERS BELOW THE SURFACE
 DG3127'OF THE GROUND.
 DG3127'
 DG3127'IT IS 5.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 34.0 FEET
 DG3127'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 139.0 FEET
 DG3127'WEST-NORTHWEST OF AN IRON PIPE STICKING 3 FEET OUT OF THE GROUND.
 DG3127'
 DG3127'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON
 DG3127'COUNTY ROAD 307 (SEWELL MILL ROAD) FOR 0.25 MILE TO THE MARK ON
 DG3127'THE RIGHT.
 DG3127'
 DG3127'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 038-204 AZI, SET IN A
 DG3127'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3127'GROUND.
 DG3127'
 DG3127'IT IS 31.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 88.0
 DG3127'FEET WEST OF A TELEPHONE POLE, 107 FEET NORTHWEST OF THE MOST
 DG3127'NORTHERLY 24 INCH PINE AND 112 FEET NORTH-NORTHWEST OF A 24 INCH
 DG3127'PINE SOUTHWEST OF THE OTHER 24 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3128 ***********************************************************************
 DG3128  DESIGNATION -  BV 038 205
 DG3128  PID         -  DG3128
 DG3128  STATE/COUNTY-  GA/COWETA
 DG3128  USGS QUAD   -  NEWNAN NORTH (1982)
 DG3128
 DG3128                         *CURRENT SURVEY CONTROL
 DG3128  ___________________________________________________________________
 DG3128* NAD 83(1994)-  33 24 13.73421(N)    084 45 08.53656(W)     ADJUSTED  
 DG3128* NAVD 88     -       298.5    (meters)     979.     (feet)  VERTCON   
 DG3128  ___________________________________________________________________
 DG3128  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DG3128  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3128
 DG3128  HORZ ORDER  -  SECOND
 DG3128
 DG3128.The horizontal coordinates were established by classical geodetic methods
 DG3128.and adjusted by the National Geodetic Survey in September 1997..
 DG3128
 DG3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3128
 DG3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3128
 DG3128.The geoid height was determined by GEOID03.
 DG3128
 DG3128;                    North         East     Units Scale Factor Converg.
 DG3128;SPC GA W     -   377,536.553   645,519.796   MT  0.99993658   -0 19 20.9
 DG3128;SPC GA W     - 1,238,634.51  2,117,842.86   sFT  0.99993658   -0 19 20.9
 DG3128;UTM  16      - 3,698,313.187   709,023.715   MT  1.00013869   +1 14 16.3
 DG3128
 DG3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3128!SPC GA W     -   0.99995771  x   0.99993658  =   0.99989429
 DG3128!UTM  16      -   0.99995771  x   1.00013869  =   1.00009639
 DG3128
 DG3128:                Primary Azimuth Mark                     Grid Az
 DG3128:SPC GA W     -  BV 038 205 AZ MK                         222 43 19.9
 DG3128:UTM  16      -  BV 038 205 AZ MK                         221 09 42.7
 DG3128
 DG3128|---------------------------------------------------------------------|
 DG3128| PID    Reference Object                     Distance      Geod. Az  |
 DG3128|                                                           dddmmss.s |
 DG3128| CZ2951 BV 038 205 AZ MK                                   2222359.0 |
 DG3128| DG3122 NEWNAN GA HWY PATROL RAD MAST       APPROX. 6.3 KM 2523856.7 |
 DG3128| DG3124 NEWNAN CABLE TV MAST                APPROX. 9.9 KM 2525121.3 |
 DG3128|---------------------------------------------------------------------|
 DG3128
 DG3128                          SUPERSEDED SURVEY CONTROL
 DG3128
 DG3128  NAD 83(1994)-  33 24 13.73872(N)    084 45 08.53617(W) AD(       ) 2
 DG3128  NAD 83(1986)-  33 24 13.74021(N)    084 45 08.53494(W) AD(       ) 2
 DG3128  NAD 27      -  33 24 13.32328(N)    084 45 08.77101(W) AD(       ) 2
 DG3128  NGVD 29 (07/19/86)  298.5    (m)          979.     (f) VERT ANG       
 DG3128
 DG3128.Superseded values are not recommended for survey control.
 DG3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3128.See file dsdata.txt to determine how the superseded data were derived.
 DG3128
 DG3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0902498313(NAD 83)
 DG3128_MARKER: DD = SURVEY DISK
 DG3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3128
 DG3128  HISTORY     - Date     Condition        Report By
 DG3128  HISTORY     - 1973     MONUMENTED       GADT
 DG3128
 DG3128                          STATION DESCRIPTION
 DG3128
 DG3128'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3128'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 DG3128'NEWNAN, 8-1/2 MILES NORTHWEST OF TURIN, AND 9-1/4 MILES SOUTHWEST
 DG3128'OF PALMETTO ON THE PROPERTY OF MR. KIRBY, JR.  (PHONE 253-6610)
 DG3128'
 DG3128'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND
 DG3128'STATE ROUTE 34, LOCATED ABOUT 3-1/2 MILES NORTHEAST OF NEWNAN,
 DG3128'GO WEST ALONG STATE ROUTE 34 FOR 0.4 MILE TO THE JUNCTION OF
 DG3128'ST. JOHNS CHURCH ROAD (COUNTY ROAD 45).  TURN RIGHT GOING IN A
 DG3128'NORTHERLY DIRECTION ON ST. JOHNS CHURCH ROAD FOR 0.3 MILE TO THE
 DG3128'JUNCTION OF COUNTY ROAD 43 FORKING TO THE LEFT.  TURN LEFT GOING
 DG3128'NORTH ON COUNTY ROAD 43 (HERRING ROAD) FOR 0.2 MILE TO A
 DG3128'TRACTOR SHED AND A GATE ON THE LEFT.  TURN LEFT, GOING THROUGH
 DG3128'THE GATE.  TURN RIGHT, FOLLOWING THE FENCE FOR ABOUT 120
 DG3128'FEET TO A POWER LINE TOWER ON THE LEFT AND THE STATION.
 DG3128'
 DG3128'THE STATION IS LOCATED 141.0 FEET NORTHWEST OF THE NORTH GATE
 DG3128'POST, 15.5 FEET SOUTHWEST OF THE NORTH LEG OF THE POWER LINE
 DG3128'TOWER, 9.6 FEET NORTHWEST OF THE WITNESS POST LOCATED AT THE WEST
 DG3128'LEG OF THE POWER LINE TOWER, AND 103 FEET SOUTH OF A POWER
 DG3128'POLE.  IT IS A STANDARD BRASS DISK STAMPED 038-205, SET IN A 10
 DG3128'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3128'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3128'038-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.57
 DG3128'METER BELOW THE SURFACE OF THE GROUND.
 DG3128'
 DG3128'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ST. JOHNS
 DG3128'CHURCH ROAD AND STATE ROUTE 34, GO WEST ON STATE ROUTE 34 FOR 0.3
 DG3128'MILE TO THE POWERLINE CROSSING.  TURN RIGHT FOLLOWING THE POWERLINE
 DG3128'RIGHT OF WAY NORTHEASTERLY FOR 0.1 MILE TO A STEEL POWER LINE
 DG3128'TOWER AND THE MARK.  IT IS LOCATED 8.2 FEET NORTHWEST OF THE WEST
 DG3128'LEG OF THE POWER LINE TOWER, 20.0 FEET SOUTHWEST OF THE NORTH
 DG3128'LEG OF THE POWER LINE TOWER, AND 40.3 FEET EAST OF A POWER
 DG3128'POLE.  IT IT IS A STANDARD BRASS DISK STAMPED 038-205 AZI, SET IN A
 DG3128'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3128'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3170 ***********************************************************************
 DG3170  DESIGNATION -  BV 038 206
 DG3170  PID         -  DG3170
 DG3170  STATE/COUNTY-  GA/COWETA
 DG3170  USGS QUAD   -  WHITESBURG (1982)
 DG3170
 DG3170                         *CURRENT SURVEY CONTROL
 DG3170  ___________________________________________________________________
 DG3170* NAD 83(1994)-  33 22 44.76311(N)    084 55 05.52956(W)     ADJUSTED  
 DG3170* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 DG3170  ___________________________________________________________________
 DG3170  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DG3170  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DG3170
 DG3170  HORZ ORDER  -  SECOND
 DG3170
 DG3170.The horizontal coordinates were established by classical geodetic methods
 DG3170.and adjusted by the National Geodetic Survey in September 1997..
 DG3170
 DG3170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3170
 DG3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3170
 DG3170.The geoid height was determined by GEOID03.
 DG3170
 DG3170;                    North         East     Units Scale Factor Converg.
 DG3170;SPC GA W     -   374,894.752   630,074.637   MT  0.99996026   -0 24 48.6
 DG3170;SPC GA W     - 1,229,967.20  2,067,169.87   sFT  0.99996026   -0 24 48.6
 DG3170;UTM  16      - 3,695,251.489   693,653.850   MT  1.00006238   +1 08 44.6
 DG3170
 DG3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3170!SPC GA W     -   0.99996298  x   0.99996026  =   0.99992324
 DG3170!UTM  16      -   0.99996298  x   1.00006238  =   1.00002536
 DG3170
 DG3170|---------------------------------------------------------------------|
 DG3170| PID    Reference Object                     Distance      Geod. Az  |
 DG3170|                                                           dddmmss.s |
 DG3170| DG3167 BV 038 206 GADT 1973 PTA             24.283 METERS 09119     |
 DG3170| CZ2952 BV 038 206 AZ MK                                   1795916.7 |
 DG3170|---------------------------------------------------------------------|
 DG3170
 DG3170                          SUPERSEDED SURVEY CONTROL
 DG3170
 DG3170  NAD 83(1994)-  33 22 44.76608(N)    084 55 05.52951(W) AD(       ) 2
 DG3170  NAD 83(1986)-  33 22 44.76873(N)    084 55 05.52698(W) AD(       ) 2
 DG3170  NAD 27      -  33 22 44.35084(N)    084 55 05.75015(W) AD(       ) 2
 DG3170  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 DG3170
 DG3170.Superseded values are not recommended for survey control.
 DG3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3170.See file dsdata.txt to determine how the superseded data were derived.
 DG3170
 DG3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9365495251(NAD 83)
 DG3170_MARKER: DD = SURVEY DISK
 DG3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3170
 DG3170  HISTORY     - Date     Condition        Report By
 DG3170  HISTORY     - 1973     MONUMENTED       GADT
 DG3170
 DG3170                          STATION DESCRIPTION
 DG3170
 DG3170'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3170'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES WEST OF NEWNAN,
 DG3170'8 MILES SOUTH OF WHITESBURG, AND 12-1/2 MILES NORTHEAST OF FRANKLIN
 DG3170'ON STATE RIGHT OF WAY.
 DG3170'
 DG3170'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 DG3170'ALTERNATE, STATE ROUTE 16, AND STATE ROUTE 34, LOCATED IN THE
 DG3170'NORTHWEST SECTION OF NEWNAN, TRAVEL IN A WESTERLY DIRECTION ON
 DG3170'STATE ROUTE 34 FOR 6.5 MILES TO THE JUNCTION OF STATE ROUTE 34
 DG3170'AND PIERCE CHAPEL ROAD CROSSING.  TURN RIGHT ON PIERCE CHAPEL
 DG3170'ROAD AND TRAVEL IN A NORTHERLY DIRECTION FOR 0.95 MILE TO A
 DG3170'PIPELINE CROSSING.  CONTINUE AHEAD IN A NORTHERLY DIRECTION ON
 DG3170'PIERCE CHAPEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 DG3170'LEFT.  CONTINUE AHEAD IN A NORTHERLY DIRECTION ON PIERCE
 DG3170'CHAPEL ROAD FOR 0.55 MILE TO THE STATION LOCATED IN THE
 DG3170'SOUTHEAST CORNER OF THE JUNCTION OF PIERCE CHAPEL ROAD AND
 DG3170'COWETA COUNTY ROAD 91422 CROSSING.
 DG3170'
 DG3170'THE STATION IS A STANDARD BRASS DISK STAMPED 038-206, SET IN A
 DG3170'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3170'GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED
 DG3170'038-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.53
 DG3170'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 91.0 FEET
 DG3170'SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF PIERCE CHAPEL
 DG3170'ROAD AND COWETA COUNTY ROAD 91422, 72.0 FEET SOUTH OF THE
 DG3170'CENTERLINE OF COWETA COUNTY ROAD 91422, 60.0 FEET EAST OF THE
 DG3170'SOUTHEAST CORNER OF A HOUSE, 16.0 FEET EAST OF THE CENTERLINE
 DG3170'OF PIERCE CHAPEL ROAD, 28.0 FEET WEST-NORTHWEST OF A WITNESS
 DG3170'POST, AND 34.0 FEET WEST-NORTHWEST OF AN 18 INCH PINE TREE.
 DG3170'
 DG3170'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED 038-206 AZI,
 DG3170'SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3170'OF THE GROUND.  IT IS LOCATED 16.0 FEET WEST OF THE CENTERLINE OF
 DG3170'PIERCE CHAPEL ROAD, 74.0 FEET SOUTH OF A 15 INCH PINE TREE, 39.0
 DG3170'FEET NORTHEAST OF A PINE TREE, AND 53.0 FEET SOUTHEAST OF A PINE
 DG3170'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3156 ***********************************************************************
 DG3156  DESIGNATION -  BV 038 207
 DG3156  PID         -  DG3156
 DG3156  STATE/COUNTY-  GA/COWETA
 DG3156  USGS QUAD   -  NEWNAN SW (1982)
 DG3156
 DG3156                         *CURRENT SURVEY CONTROL
 DG3156  ___________________________________________________________________
 DG3156* NAD 83(1994)-  33 22 05.18994(N)    084 58 02.64362(W)     ADJUSTED  
 DG3156* NAVD 88     -       269.     (meters)     883.     (feet)  VERTCON   
 DG3156  ___________________________________________________________________
 DG3156  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DG3156  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3156
 DG3156  HORZ ORDER  -  SECOND
 DG3156
 DG3156.The horizontal coordinates were established by classical geodetic methods
 DG3156.and adjusted by the National Geodetic Survey in September 1997..
 DG3156
 DG3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3156
 DG3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3156
 DG3156.The geoid height was determined by GEOID03.
 DG3156
 DG3156;                    North         East     Units Scale Factor Converg.
 DG3156;SPC GA W     -   373,709.749   625,487.574   MT  0.99996843   -0 26 25.6
 DG3156;SPC GA W     - 1,226,079.40  2,052,120.48   sFT  0.99996843   -0 26 25.6
 DG3156;UTM  16      - 3,693,942.016   689,100.326   MT  1.00004089   +1 07 05.9
 DG3156
 DG3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3156!SPC GA W     -   0.99996236  x   0.99996843  =   0.99993079
 DG3156!UTM  16      -   0.99996236  x   1.00004089  =   1.00000325
 DG3156
 DG3156:                Primary Azimuth Mark                     Grid Az
 DG3156:SPC GA W     -  BV 038 207 AZ MK                         194 08 24.8
 DG3156:UTM  16      -  BV 038 207 AZ MK                         192 34 53.3
 DG3156
 DG3156|---------------------------------------------------------------------|
 DG3156| PID    Reference Object                     Distance      Geod. Az  |
 DG3156|                                                           dddmmss.s |
 DG3156| CZ2953 BV 038 207 AZ MK                                   1934159.2 |
 DG3156| DG3155 BV 038 207 GADT 1973 PTA             22.001 METERS 22811     |
 DG3156|---------------------------------------------------------------------|
 DG3156
 DG3156                          SUPERSEDED SURVEY CONTROL
 DG3156
 DG3156  NAD 83(1994)-  33 22 05.19235(N)    084 58 02.64444(W) AD(       ) 2
 DG3156  NAD 83(1986)-  33 22 05.19549(N)    084 58 02.64080(W) AD(       ) 2
 DG3156  NAD 27      -  33 22 04.77637(N)    084 58 02.86066(W) AD(       ) 2
 DG3156  NGVD 29 (07/19/86)  269.     (m)          883.     (f) VERT ANG       
 DG3156
 DG3156.Superseded values are not recommended for survey control.
 DG3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3156.See file dsdata.txt to determine how the superseded data were derived.
 DG3156
 DG3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8910093942(NAD 83)
 DG3156_MARKER: DD = SURVEY DISK
 DG3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3156
 DG3156  HISTORY     - Date     Condition        Report By
 DG3156  HISTORY     - 1973     MONUMENTED       NGS
 DG3156
 DG3156                          STATION DESCRIPTION
 DG3156
 DG3156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WRN)
 DG3156'THE STATION IS LOCATED APPROXIMATELY 8 MILES EAST OF CENTRALHATCHEE,
 DG3156'11-1/2 MILES SOUTHEAST OF ROOPVILLE, AND 9-1/2 MILES NORTHEAST OF
 DG3156'FRANKLIN ON THE PROPERTY OF MR. NEWMAN.
 DG3156'
 DG3156'TO REACH THE STATION FROM THE SQUARE IN FRANKLIN, GO EAST ON STATE
 DG3156'ROUTE 34 FOR 3-1/2 MILES TO HARRIS CREEK.  CONTINUE EAST ON STATE
 DG3156'ROUTE 34 FOR 4.8 MILES TO STALLINGS CROSSROAD (COWETA COUNTY ROAD
 DG3156'91422 TO THE LEFT AND 92032 TO THE RIGHT).  TURN LEFT GOING IN A
 DG3156'NORTHERLY DIRECTION ALONG COUNTY ROAD 91422 FOR 2.2 MILES TO THE
 DG3156'HOME OF MR. NEWMAN.  TURN RIGHT IN AN EASTERLY DIRECTION THROUGH
 DG3156'A GATE INTO A PASTURE FOR 0.3 MILE TO THE STATION.
 DG3156'
 DG3156'THE STATION IS A STANDARD BRASS DISK STAMPED 038-207, SET IN THE
 DG3156'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3156'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK
 DG3156'STAMPED 038-207, SET IN AN IRREGULAR MASS OF CONCRETE 0.53 METER
 DG3156'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 6.5 FEET
 DG3156'SOUTHWEST OF A WITNESS POST, 97 FEET WEST OF 12 INCH TWIN PINE
 DG3156'TREES, 15 FEET SOUTH OF A 12 INCH OAK TREE, AND 144.4 FEET
 DG3156'EAST OF A 20 INCH PINE TREE.
 DG3156'
 DG3156'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2 MILE
 DG3156'TO THE SOUTHEAST CORNER OF THE PASTURE AND THE AZIMUTH MARK.  IT
 DG3156'IS A STANDARD BRASS DISK STAMPED 038-207 AZI, SET IN THE TOP OF A
 DG3156'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3156'GROUND.  IT IS LOCATED 7.6 FEET NORTHWEST OF THE CORNER FENCE
 DG3156'POST, 5.8 FEET SOUTHWEST OF A 24 INCH OAK TREE, AND 25 FEET
 DG3156'NORTHEAST OF A 12 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3149 ***********************************************************************
 DG3149  DESIGNATION -  BV 038 208
 DG3149  PID         -  DG3149
 DG3149  STATE/COUNTY-  GA/COWETA
 DG3149  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3149
 DG3149                         *CURRENT SURVEY CONTROL
 DG3149  ___________________________________________________________________
 DG3149* NAD 83(1994)-  33 20 08.23909(N)    084 45 50.24373(W)     ADJUSTED  
 DG3149* NAVD 88     -       293.     (meters)     961.     (feet)  VERTCON   
 DG3149  ___________________________________________________________________
 DG3149  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DG3149  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3149
 DG3149  HORZ ORDER  -  SECOND
 DG3149
 DG3149.The horizontal coordinates were established by classical geodetic methods
 DG3149.and adjusted by the National Geodetic Survey in September 1997..
 DG3149
 DG3149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3149
 DG3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3149
 DG3149.The geoid height was determined by GEOID03.
 DG3149
 DG3149;                    North         East     Units Scale Factor Converg.
 DG3149;SPC GA W     -   369,979.903   644,398.787   MT  0.99993810   -0 19 41.7
 DG3149;SPC GA W     - 1,213,842.40  2,114,165.02   sFT  0.99993810   -0 19 41.7
 DG3149;UTM  16      - 3,690,727.328   708,108.515   MT  1.00013399   +1 13 45.3
 DG3149
 DG3149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3149!SPC GA W     -   0.99995856  x   0.99993810  =   0.99989666
 DG3149!UTM  16      -   0.99995856  x   1.00013399  =   1.00009255
 DG3149
 DG3149:                Primary Azimuth Mark                     Grid Az
 DG3149:SPC GA W     -  BV 038 208 AZ MK                         239 17 54.8
 DG3149:UTM  16      -  BV 038 208 AZ MK                         237 44 27.8
 DG3149
 DG3149|---------------------------------------------------------------------|
 DG3149| PID    Reference Object                     Distance      Geod. Az  |
 DG3149|                                                           dddmmss.s |
 DG3149| CZ2954 BV 038 208 AZ MK                                   2385813.1 |
 DG3149| DG3137 NEWNAN SOU RR MICROWAVE             APPROX. 5.0 KM 3210555.7 |
 DG3149|---------------------------------------------------------------------|
 DG3149
 DG3149                          SUPERSEDED SURVEY CONTROL
 DG3149
 DG3149  NAD 83(1994)-  33 20 08.24326(N)    084 45 50.24341(W) AD(       ) 2
 DG3149  NAD 83(1986)-  33 20 08.24549(N)    084 45 50.24194(W) AD(       ) 2
 DG3149  NAD 27      -  33 20 07.82141(N)    084 45 50.47930(W) AD(       ) 2
 DG3149  NGVD 29 (07/19/86)  293.     (m)          961.     (f) VERT ANG       
 DG3149
 DG3149.Superseded values are not recommended for survey control.
 DG3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3149.See file dsdata.txt to determine how the superseded data were derived.
 DG3149
 DG3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0810990727(NAD 83)
 DG3149_MARKER: DD = SURVEY DISK
 DG3149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3149
 DG3149  HISTORY     - Date     Condition        Report By
 DG3149  HISTORY     - 1973     MONUMENTED       GADT
 DG3149  HISTORY     - 20000223 MARK NOT FOUND   GADT
 DG3149
 DG3149                          STATION DESCRIPTION
 DG3149
 DG3149'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3149'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF NEWNAN, 6-1/4
 DG3149'MILES WEST OF WHITESBURG, AND 13 MILES SOUTHWEST OF CORINTH.
 DG3149'
 DG3149'TO REACH THE STATION FROM THE COURTHOUSE IN NEWNAN, GO SOUTH
 DG3149'ALONG U.S. HIGHWAY 27 ALTERNATE FOR 3.45 MILES TO THE JUNCTION OF
 DG3149'STATE ROUTE 16 TO THE LEFT.  TURN LEFT GOING EAST ALONG STATE
 DG3149'ROUTE 16 FOR 0.5 MILE TO THE INTERSTATE 85 OVERPASS.  CONTINUE
 DG3149'EAST ON STATE ROUTE 16 FOR 1.5 MILES TO A GATE ON THE LEFT.
 DG3149'ENTER THE GATE FOLLOWING THE INSIDE OF THE FENCE PARALLEL TO THE
 DG3149'HIGHWAY IN AN EASTERLY DIRECTION TO THE JUNCTION OF ANOTHER FENCE
 DG3149'RUNNING NORTHERLY.  GO ALONG THE WEST SIDE OF THIS FENCE ON A
 DG3149'FIELD ROAD IN A NORTHERLY DIRECTION FOR 0.1 MILE TO A GAP IN
 DG3149'THE FENCE.  CONTINUE NORTHERLY ALONG THE WEST SIDE
 DG3149'OF THE FENCE FOR 0.2 MILE TO A GATE.  ENTER THE NEXT FIELD
 DG3149'THROUGH THE GATE TURNING RIGHT AND FOLLOWING THIS FENCE IN AN
 DG3149'EASTERLY DIRECTION FOR ABOUT 400 FEET TO THE TOP OF A HILL AND
 DG3149'THE STATION.
 DG3149'
 DG3149'THE STATION IS LOCATED 4.8 FEET NORTH-NORTHWEST OF A WITNESS POST
 DG3149'SET IN THE FENCE LINE, 3.0 FEET NORTH OF THE FENCE LINE, 400 FEET
 DG3149'EAST OF THE WEST GATE POST OF THE GATE ENTERED, AND 350 FEET WEST
 DG3149'OF THE NORTH GATE POST OF A GATE TO ANOTHER FIELD LOCATED TO THE
 DG3149'WEST OF THE STATION.  IT IS A STANDARD DISK STAMPED 038-208 SET
 DG3149'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3149'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG3149'STAMPED 038-208, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DG3149'0.52 METER BELOW THE SURFACE OF THE GROUND.
 DG3149'
 DG3149'TO REACH THE AZIMUTH MARK FROM THE FIRST GATE LOCATED AT STATE
 DG3149'ROUTE 16, GO NORTHERLY ALONG THE WEST SIDE OF AN OLD FENCELINE
 DG3149'ENCLOSING A GROVE OF PECAN TREES FOR 0.2 MILE TO THE MARK ON THE
 DG3149'LEFT.  IT IS LOCATED 46.5 FEET EAST OF THE OLD FENCELINE, 88.5
 DG3149'FEET NORTH-NORTHEAST OF A PECAN TREE LOCATED NEAREST THE FENCELINE
 DG3149'AT THIS POINT, 30.5 FEET NORTH OF THE NEXT PECAN TREE, 87.0
 DG3149'FEET EAST OF THE NEXT PECAN TREE, 84.0 FEET SOUTHEAST OF THE
 DG3149'NEXT PECAN TREE, AND 126 FEET SOUTH OF ANOTHER PECAN TREE.  IT IS
 DG3149'A STANDARD DISK STAMPED 038-208 AZI, SET IN THE TOP OF A 10 INCH
 DG3149'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3149
 DG3149                          STATION RECOVERY (2000)
 DG3149
 DG3149'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG3149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3138 ***********************************************************************
 DG3138  DESIGNATION -  BV 038 209
 DG3138  PID         -  DG3138
 DG3138  STATE/COUNTY-  GA/COWETA
 DG3138  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3138
 DG3138                         *CURRENT SURVEY CONTROL
 DG3138  ___________________________________________________________________
 DG3138* NAD 83(1994)-  33 22 27.52237(N)    084 50 59.33748(W)     ADJUSTED  
 DG3138* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 DG3138  ___________________________________________________________________
 DG3138  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DG3138  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG3138
 DG3138  HORZ ORDER  -  SECOND
 DG3138
 DG3138.The horizontal coordinates were established by classical geodetic methods
 DG3138.and adjusted by the National Geodetic Survey in September 1997..
 DG3138
 DG3138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3138
 DG3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3138
 DG3138.The geoid height was determined by GEOID03.
 DG3138
 DG3138;                    North         East     Units Scale Factor Converg.
 DG3138;SPC GA W     -   374,319.794   636,434.200   MT  0.99994980   -0 22 32.9
 DG3138;SPC GA W     - 1,228,080.86  2,088,034.54   sFT  0.99994980   -0 22 32.9
 DG3138;UTM  16      - 3,694,849.728   700,027.485   MT  1.00009332   +1 10 59.6
 DG3138
 DG3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3138!SPC GA W     -   0.99996329  x   0.99994980  =   0.99991309
 DG3138!UTM  16      -   0.99996329  x   1.00009332  =   1.00005661
 DG3138
 DG3138|---------------------------------------------------------------------|
 DG3138| PID    Reference Object                     Distance      Geod. Az  |
 DG3138|                                                           dddmmss.s |
 DG3138| DG3139 BV 038 209 GADT 1973 PTA             21.390 METERS 01630     |
 DG3138| DG3117 NEWNAN PIKE TRUCKING RAD MAST       APPROX. 3.3 KM 0394542.8 |
 DG3138| DG3122 NEWNAN GA HWY PATROL RAD MAST       APPROX. 3.4 KM 0653150.1 |
 DG3138| CZ2955 BV 038 209 AZ MK                                   0803908.1 |
 DG3138| DG3124 NEWNAN CABLE TV MAST                APPROX. 0.5 KM 3100718.2 |
 DG3138|---------------------------------------------------------------------|
 DG3138
 DG3138                          SUPERSEDED SURVEY CONTROL
 DG3138
 DG3138  NAD 83(1994)-  33 22 27.52624(N)    084 50 59.33710(W) AD(       ) 2
 DG3138  NAD 83(1986)-  33 22 27.52855(N)    084 50 59.33395(W) AD(       ) 2
 DG3138  NAD 27      -  33 22 27.10997(N)    084 50 59.56153(W) AD(       ) 2
 DG3138  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 DG3138
 DG3138.Superseded values are not recommended for survey control.
 DG3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3138.See file dsdata.txt to determine how the superseded data were derived.
 DG3138
 DG3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0002794850(NAD 83)
 DG3138_MARKER: DD = SURVEY DISK
 DG3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3138_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3138
 DG3138  HISTORY     - Date     Condition        Report By
 DG3138  HISTORY     - 1973     MONUMENTED       GADT
 DG3138
 DG3138                          STATION DESCRIPTION
 DG3138
 DG3138'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3138'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 DG3138'NEWNAN, 8 MILES NORTH OF MORELAND, AND 9 MILES SOUTH OF PALMETTO.
 DG3138'
 DG3138'TO REACH THE STATION FROM THE COURTHOUSE IN NEWNAN, GO NORTH ON
 DG3138'U.S. HIGHWAY 27 ALTERNATE FOR 0.45 MILE TO THE JUNCTION OF STATE
 DG3138'ROUTE 34 AND U.S. HWY. 27 ALT.  TURN LEFT, GOING WEST ALONG
 DG3138'U.S. HIGHWAY 27 ALTERNATE AND STATE ROUTE 34 FOR 1.2 MILES TO THE
 DG3138'JUNCTION OF STATE ROUTE 34 AND U.S. 27 ALTERNATE.  CONTINUE LEFT,
 DG3138'GOING WEST ON STATE ROUTE 34 FOR 1.2 MILES TO WELCOME ROAD ON
 DG3138'THE RIGHT.  CONTINUE AHEAD ALONG STATE ROUTE 34 FOR 0.75 MILE TO
 DG3138'ISHMAN BALLARD ROAD ON THE LEFT.  TURN LEFT, GOING SOUTH ON
 DG3138'ISHMAN BALLARD ROAD FOR 0.15 MILE TO WALLACE GRAY ROAD ON
 DG3138'THE LEFT.  CONTINUE AHEAD ON ISHMAN BALLARD ROAD FOR 0.45
 DG3138'MILE TO A GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE, GOING
 DG3138'NORTHEASTERLY ACROSS A PASTURE TOWARD TWO LARGE OAK TREES FOR
 DG3138'0.15 MILE TO A WIRE GAP IN ANOTHER FENCE.  GO THROUGH THE GAP
 DG3138'FOR 0.05 MILE TO THE STATION.
 DG3138'
 DG3138'THE STATION IS A STANDARD DISK STAMPED 038-209, SET IN THE TOP OF
 DG3138'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3138'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3138'038-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.53
 DG3138'METER BELOW THE GROUND SURFACE.  IT IS LOCATED 25.0 FEET
 DG3138'SOUTHWEST OF A WITNESS POST, 28.0 FEET SOUTHWEST OF A 20 INCH OAK
 DG3138'TREE, 224.0 FEET NORTHEAST OF THE WESTERN GAP POST AND 225.5
 DG3138'FEET NORTHEAST OF A TREE USED AS THE EASTERN GAP POST.
 DG3138'
 DG3138'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ISHMAN BALLARD
 DG3138'ROAD AND WALLACE GRAY ROAD, GO EAST ON WALLACE GRAY ROAD FOR 0.40
 DG3138'MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 DG3138'038-209 AZI, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3138'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25.0 FEET SOUTHWEST
 DG3138'OF THE CENTERLINE OF THE ROAD, 16.6 FEET NORTHEAST OF A FENCE,
 DG3138'AND 176.0 FEET SOUTH OF THE INTERSECTION OF THE CENTERLINES OF
 DG3138'FIELD ROADS ENTERING NORTH AND SOUTH OF WALLACE GRAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3140 ***********************************************************************
 DG3140  DESIGNATION -  BV 038 210
 DG3140  PID         -  DG3140
 DG3140  STATE/COUNTY-  GA/COWETA
 DG3140  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3140
 DG3140                         *CURRENT SURVEY CONTROL
 DG3140  ___________________________________________________________________
 DG3140* NAD 83(1994)-  33 18 48.91959(N)    084 51 12.27277(W)     ADJUSTED  
 DG3140* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 DG3140  ___________________________________________________________________
 DG3140  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DG3140  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG3140
 DG3140  HORZ ORDER  -  SECOND
 DG3140
 DG3140.The horizontal coordinates were established by classical geodetic methods
 DG3140.and adjusted by the National Geodetic Survey in September 1997..
 DG3140
 DG3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3140
 DG3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3140
 DG3140.The geoid height was determined by GEOID03.
 DG3140
 DG3140;                    North         East     Units Scale Factor Converg.
 DG3140;SPC GA W     -   367,587.650   636,055.489   MT  0.99995040   -0 22 37.9
 DG3140;SPC GA W     - 1,205,993.82  2,086,792.05   sFT  0.99995040   -0 22 37.9
 DG3140;UTM  16      - 3,688,108.815   699,831.900   MT  1.00009236   +1 10 45.6
 DG3140
 DG3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3140!SPC GA W     -   0.99996532  x   0.99995040  =   0.99991572
 DG3140!UTM  16      -   0.99996532  x   1.00009236  =   1.00005768
 DG3140
 DG3140:                Primary Azimuth Mark                     Grid Az
 DG3140:SPC GA W     -  BV 038 210 AZ MK                         129 40 54.5
 DG3140:UTM  16      -  BV 038 210 AZ MK                         128 07 31.0
 DG3140
 DG3140|---------------------------------------------------------------------|
 DG3140| PID    Reference Object                     Distance      Geod. Az  |
 DG3140|                                                           dddmmss.s |
 DG3140| CZ2956 BV 038 210 AZ MK                                   1291816.6 |
 DG3140| DG3142 BV 038 210 GADT 1973 PTA             22.812 METERS 22426     |
 DG3140| DG3161 BLALOCK                             APPROX. 3.8 KM 2552836.0 |
 DG3140|---------------------------------------------------------------------|
 DG3140
 DG3140                          SUPERSEDED SURVEY CONTROL
 DG3140
 DG3140  NAD 83(1994)-  33 18 48.92295(N)    084 51 12.27303(W) AD(       ) 2
 DG3140  NAD 83(1986)-  33 18 48.92499(N)    084 51 12.27042(W) AD(       ) 2
 DG3140  NAD 27      -  33 18 48.50127(N)    084 51 12.50193(W) AD(       ) 2
 DG3140  NGVD 29 (07/19/86)  250.     (m)          820.     (f) VERT ANG       
 DG3140
 DG3140.Superseded values are not recommended for survey control.
 DG3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3140.See file dsdata.txt to determine how the superseded data were derived.
 DG3140
 DG3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9983288109(NAD 83)
 DG3140_MARKER: DD = SURVEY DISK
 DG3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3140
 DG3140  HISTORY     - Date     Condition        Report By
 DG3140  HISTORY     - 1973     MONUMENTED       GADT
 DG3140
 DG3140                          STATION DESCRIPTION
 DG3140
 DG3140'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3140'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHWEST OF NEWNAN,
 DG3140'5 MILES NORTHWEST OF MORELAND, AND 5-1/2 MILES NORTH OF CORINTH.
 DG3140'
 DG3140'TO REACH THE STATION FROM THE SQUARE IN NEWNAN, GO SOUTH FOR 0.2
 DG3140'MILE ON U.S. HIGHWAY 29, U.S. HIGHWAY 27 ALT, AND LAGRANGE STREET
 DG3140'TO THE JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 27 ALT TO THE
 DG3140'LEFT.  CONTINUE SOUTHWEST ON LAGRANGE STREET FOR 1.8 MILES TO THE
 DG3140'JUNCTION OF LAGRANGE STREET AND OLD CORINTH ROAD (COUNTY ROAD
 DG3140'261) TO THE LEFT.  TURN LEFT ON OLD CORINTH ROAD, GOING
 DG3140'SOUTHWESTERLY FOR 3.75 MILES TO THE JUNCTION OF EARL NORTH ROAD
 DG3140'(COUNTY ROAD 235) TO THE LEFT.  TURN LEFT ON EARL NORTH ROAD
 DG3140'PROCEEDING SOUTHEASTERLY FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DG3140'
 DG3140'THE STATION IS LOCATED 41.0 FEET NORTH OF THE CENTERLINE OF EARL
 DG3140'NORTH ROAD, 3.9 FEET SOUTHEAST OF A WITNESS POST, 3.1 FEET SOUTH
 DG3140'OF A FENCE, 69.5 FEET NORTHEAST OF THE INTERSECTION OF THE
 DG3140'CENTERLINES OF A FIELD ROAD AND EARL NORTH ROAD, AND 41 FEET
 DG3140'NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF ANOTHER FIELD
 DG3140'ROAD AND EARL NORTH ROAD.  THE STATION IS A STANDARD BRASS DISK
 DG3140'STAMPED 038-210, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3140'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3140'UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED 038-210, SET
 DG3140'IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.51 METER BELOW THE
 DG3140'SURFACE OF THE GROUND.
 DG3140'
 DG3140'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EARL NORTH
 DG3140'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED
 DG3140'44 FEET NORTH OF THE CENTERLINE OF EARL NORTH ROAD, 4.3 FEET SOUTH
 DG3140'OF A FENCE, 168 FEET SOUTHWEST OF THE INTERSECTION OF A FIELD
 DG3140'ROAD.  THE MARK IS A STANDARD DISK STAMPED 038-210 AZI SET IN A
 DG3140'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3140'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3160 ***********************************************************************
 DG3160  DESIGNATION -  BV 038 211
 DG3160  PID         -  DG3160
 DG3160  STATE/COUNTY-  GA/COWETA
 DG3160  USGS QUAD   -  NEWNAN SW (1982)
 DG3160
 DG3160                         *CURRENT SURVEY CONTROL
 DG3160  ___________________________________________________________________
 DG3160* NAD 83(1994)-  33 18 26.39177(N)    084 55 30.61976(W)     ADJUSTED  
 DG3160* NAVD 88     -       235.     (meters)     771.     (feet)  VERTCON   
 DG3160  ___________________________________________________________________
 DG3160  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DG3160  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG3160
 DG3160  HORZ ORDER  -  SECOND
 DG3160
 DG3160.The horizontal coordinates were established by classical geodetic methods
 DG3160.and adjusted by the National Geodetic Survey in September 1997..
 DG3160
 DG3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3160
 DG3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3160
 DG3160.The geoid height was determined by GEOID03.
 DG3160
 DG3160;                    North         East     Units Scale Factor Converg.
 DG3160;SPC GA W     -   366,939.940   629,368.236   MT  0.99996149   -0 24 59.5
 DG3160;SPC GA W     - 1,203,868.79  2,064,852.29   sFT  0.99996149   -0 24 59.5
 DG3160;UTM  16      - 3,687,279.614   693,163.904   MT  1.00006005   +1 08 22.9
 DG3160
 DG3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3160!SPC GA W     -   0.99996769  x   0.99996149  =   0.99992918
 DG3160!UTM  16      -   0.99996769  x   1.00006005  =   1.00002774
 DG3160
 DG3160:                Primary Azimuth Mark                     Grid Az
 DG3160:SPC GA W     -  BLALOCK                                  095 21 27.5
 DG3160:UTM  16      -  BLALOCK                                  093 48 05.1
 DG3160
 DG3160|---------------------------------------------------------------------|
 DG3160| PID    Reference Object                     Distance      Geod. Az  |
 DG3160|                                                           dddmmss.s |
 DG3160| DG3161 BLALOCK                             APPROX. 3.0 KM 0945628.0 |
 DG3160| CZ2957 BV 038 211 AZ MK                                   1051206.5 |
 DG3160| DG3157 BV 038 211 GADT 1973 PTA             21.661 METERS 35653     |
 DG3160|---------------------------------------------------------------------|
 DG3160
 DG3160                          SUPERSEDED SURVEY CONTROL
 DG3160
 DG3160  NAD 83(1994)-  33 18 26.39479(N)    084 55 30.61997(W) AD(       ) 2
 DG3160  NAD 83(1986)-  33 18 26.39718(N)    084 55 30.61737(W) AD(       ) 2
 DG3160  NAD 27      -  33 18 25.97380(N)    084 55 30.84153(W) AD(       ) 2
 DG3160  NGVD 29 (07/19/86)  235.     (m)          771.     (f) VERT ANG       
 DG3160
 DG3160.Superseded values are not recommended for survey control.
 DG3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3160.See file dsdata.txt to determine how the superseded data were derived.
 DG3160
 DG3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9316487280(NAD 83)
 DG3160_MARKER: DP = BASE LINE PIER
 DG3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3160
 DG3160  HISTORY     - Date     Condition        Report By
 DG3160  HISTORY     - 1973     MONUMENTED       GADT
 DG3160
 DG3160                          STATION DESCRIPTION
 DG3160
 DG3160'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3160'THE STATION IS LOCATED APPROXIMATELY 10-1/2 MILES EAST OF FRANKLIN,
 DG3160'8-1/2 MILES NORTHEAST OF NEWNAN, AND 5-1/2 MILES NORTH OF CORINTH
 DG3160'ON MR. BOWERS PROPERTY.
 DG3160'
 DG3160'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 DG3160'ALTERNATE, STATE ROUTE 16, AND STATE ROUTE 34, LOCATED IN THE
 DG3160'NORTHWEST SECTION OF NEWNAN, TRAVEL IN A WESTERLY DIRECTION ON
 DG3160'STATE ROUTE 34 FOR 6.5 MILES TO THE JUNCTION OF STATE ROUTE 34
 DG3160'AND BRUCE JACKSON ROAD CROSSING.  TURN LEFT ON BRUCE JACKSON
 DG3160'ROAD, TRAVELING IN A SOUTHERLY DIRECTION FOR 2.2 MILES TO A T
 DG3160'INTERSECTION.  TURN RIGHT, TRAVELING IN A WESTERLY
 DG3160'DIRECTION FOR 1.10 MILES TO A LARGE BARN ON THE LEFT.  TURN
 DG3160'LEFT THROUGH A GATE, TRAVELING IN A SOUTHERLY DIRECTION ALONG A
 DG3160'FIELD ROAD FOR 0.1 MILE TO A 20 INCH OAK TREE.
 DG3160'
 DG3160'THE STATION IS A STANDARD BRASS DISK STAMPED 038-211, SET IN THE
 DG3160'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3160'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3160'038-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.57
 DG3160'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 63.0 FEET
 DG3160'WEST OF THE CENTERLINE OF THE FIELD ROAD, 13.5 FEET NORTHWEST OF
 DG3160'THE 20 INCH OAK TREE, 184.0 FEET NORTHEAST OF A FENCE CORNER
 DG3160'POST BEHIND A HOUSE, 159.0 FEET NORTHEAST OF A 15 INCH OAK TREE
 DG3160'NEAR THE CORNER FENCE POST, 239.0 FEET EAST OF A FENCE LINE
 DG3160'RUNNING PARALLEL WITH THE COUNTY ROAD, 260 FEET EAST OF THE
 DG3160'CENTERLINE OF THE COUNTY ROAD AND 269 FEET NORTHEAST OF THE
 DG3160'CORNER OF THE FENCE NEAR THE COUNTY ROAD AND THE HOUSE.
 DG3160'
 DG3160'TO REACH THE AZIMUTH MARK FROM THE GATE AT THE BARN, FOLLOW A
 DG3160'FIELD ROAD IN AN EASTERLY DIRECTION FOR 0.3 MILE TO THE MARK
 DG3160'(KEEPING SLIGHTLY TO THE RIGHT OF CATTLE PENS THEN FOLLOWING THE
 DG3160'FENCE TO A GATE).  THE MARK IS A STANDARD DISK STAMPED 038-211
 DG3160'AZI, SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3160'SURFACE OF THE GROUND.  IT IS LOCATED 5.0 FEET WEST-SOUTHWEST OF
 DG3160'A FENCE LINE, 367.0 FEET NORTH-NORTHWEST OF AN OBTUSE CORNER ON
 DG3160'THE FENCE LINE, 13.0 FEET SOUTH-SOUTHWEST OF THE SOUTH GATE
 DG3160'POST, AND 29.0 FEET SOUTH OF THE NORTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3148 ***********************************************************************
 DG3148  DESIGNATION -  BV 038 212
 DG3148  PID         -  DG3148
 DG3148  STATE/COUNTY-  GA/COWETA
 DG3148  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3148
 DG3148                         *CURRENT SURVEY CONTROL
 DG3148  ___________________________________________________________________
 DG3148* NAD 83(1994)-  33 16 50.41263(N)    084 47 56.67300(W)     ADJUSTED  
 DG3148* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 DG3148  ___________________________________________________________________
 DG3148  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DG3148  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3148
 DG3148  HORZ ORDER  -  SECOND
 DG3148
 DG3148.The horizontal coordinates were established by classical geodetic methods
 DG3148.and adjusted by the National Geodetic Survey in September 1997..
 DG3148
 DG3148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3148
 DG3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3148
 DG3148.The geoid height was determined by GEOID03.
 DG3148
 DG3148;                    North         East     Units Scale Factor Converg.
 DG3148;SPC GA W     -   363,904.944   641,092.575   MT  0.99994277   -0 20 49.3
 DG3148;SPC GA W     - 1,193,911.47  2,103,317.89   sFT  0.99994277   -0 20 49.3
 DG3148;UTM  16      - 3,684,563.669   704,967.935   MT  1.00011800   +1 12 29.4
 DG3148
 DG3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3148!SPC GA W     -   0.99996060  x   0.99994277  =   0.99990337
 DG3148!UTM  16      -   0.99996060  x   1.00011800  =   1.00007859
 DG3148
 DG3148|---------------------------------------------------------------------|
 DG3148| PID    Reference Object                     Distance      Geod. Az  |
 DG3148|                                                           dddmmss.s |
 DG3148| DG3146 BV 038 212 GADT 1973 PTA             23.105 METERS 22916     |
 DG3148| CZ2958 BV 038 212 AZ MK                                   3372406.4 |
 DG3148| DG3115 NEWNAN INTL PLAYTEX CORP TANK       APPROX.12.6 KM 3483316.3 |
 DG3148|---------------------------------------------------------------------|
 DG3148
 DG3148                          SUPERSEDED SURVEY CONTROL
 DG3148
 DG3148  NAD 83(1994)-  33 16 50.41642(N)    084 47 56.67275(W) AD(       ) 2
 DG3148  NAD 83(1986)-  33 16 50.41808(N)    084 47 56.67107(W) AD(       ) 2
 DG3148  NAD 27      -  33 16 49.99541(N)    084 47 56.90783(W) AD(       ) 2
 DG3148  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 DG3148
 DG3148.Superseded values are not recommended for survey control.
 DG3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3148.See file dsdata.txt to determine how the superseded data were derived.
 DG3148
 DG3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0496884564(NAD 83)
 DG3148_MARKER: DD = SURVEY DISK
 DG3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3148
 DG3148  HISTORY     - Date     Condition        Report By
 DG3148  HISTORY     - 1973     MONUMENTED       GADT
 DG3148
 DG3148                          STATION DESCRIPTION
 DG3148
 DG3148'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3148'THE STATION IS LOCATED 1.7 MILES SOUTHWEST OF MORELAND, 3.8 MILES
 DG3148'NORTH-NORTHEAST OF GRANTVILLE, AND 6.6 MILES SOUTH OF NEWNAN ON
 DG3148'INTERSTATE 85 RIGHT OF WAY.
 DG3148'
 DG3148'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND U.S. 29
 DG3148'IN MORELAND, PROCEED NORTH ON U.S. 27 ALTERNATE FOR 0.5 MILE TO
 DG3148'EAST CAMP STREET (COWETA COUNTY ROAD 201).  TURN LEFT, WEST, ON
 DG3148'COUNTY ROAD 201 FOR 0.40 MILE TO LAST STREET.  CONTINUE WEST ON
 DG3148'COUNTY ROAD 201 FOR 1.50 MILES TO THE INTERSECTION OF I-85
 DG3148'CROSSING.  THE STATION IS ON THE EAST SIDE OF I-85 APPROXIMATELY
 DG3148'0.1 MILE SOUTH OF THE BRIDGE.
 DG3148'
 DG3148'THE STATION MARK IS A STANDARD DISK STAMPED 038-212, SET IN A
 DG3148'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3148'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 038-212,
 DG3148'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 2 FEET BELOW
 DG3148'THE GROUND SURFACE.
 DG3148'
 DG3148'THE STATION MARK IS LOCATED 630 FEET SOUTH OF THE SOUTHWEST
 DG3148'CORNER OF THE I-85 NORTHBOUND BRIDGE ON A 15 FOOT CUT BANK, 187
 DG3148'FEET EAST-NORTHEAST OF A DROP INLET IN THE I-85 MEDIAN DITCH,
 DG3148'AND 9.0 FEET WEST OF A WITNESS POST.
 DG3148'
 DG3148'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF I-85 AND COUNTY
 DG3148'ROAD 201, PROCEED WEST ALONG COUNTY ROAD 201 FOR 0.2 MILE TO THE
 DG3148'AZIMUTH MARK ON THE LEFT.
 DG3148'
 DG3148'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 038-212 AZI, SET IN
 DG3148'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3148'GROUND.
 DG3148'
 DG3148'THE AZIMUTH MARK IS 43 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 DG3148'ROAD 201.  IT IS 117 FEET NORTHEAST OF AN 18 INCH PINE TREE, 36
 DG3148'FEET NORTHEAST OF A CORNER FENCE POST AND 38.5 FEET SOUTHEAST OF
 DG3148'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3144 ***********************************************************************
 DG3144  CBN         -  This is a Cooperative Base Network Control Station.
 DG3144  DESIGNATION -  BV 038 213
 DG3144  PID         -  DG3144
 DG3144  STATE/COUNTY-  GA/COWETA
 DG3144  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3144
 DG3144                         *CURRENT SURVEY CONTROL
 DG3144  ___________________________________________________________________
 DG3144* NAD 83(1994)-  33 19 57.83575(N)    084 48 07.26051(W)     ADJUSTED  
 DG3144* NAVD 88     -       295.8    (meters)     970.     (feet)  GPS OBS   
 DG3144  ___________________________________________________________________
 DG3144  X           -     483,293.344 (meters)                     COMP
 DG3144  Y           -  -5,312,571.647 (meters)                     COMP
 DG3144  Z           -   3,484,995.677 (meters)                     COMP
 DG3144  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DG3144  ELLIP HEIGHT-         266.71  (meters)          (03/09/95) GPS OBS
 DG3144  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3144
 DG3144  HORZ ORDER  -  B
 DG3144  ELLP ORDER  -  FIRST     CLASS I
 DG3144
 DG3144.The horizontal coordinates were established by GPS observations
 DG3144.and adjusted by the National Geodetic Survey in March 1995..
 DG3144
 DG3144.The orthometric height was determined by GPS observations and a
 DG3144.high-resolution geoid model.
 DG3144
 DG3144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3144
 DG3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3144
 DG3144.The ellipsoidal height was determined by GPS observations
 DG3144.and is referenced to NAD 83.
 DG3144
 DG3144.The geoid height was determined by GEOID03.
 DG3144
 DG3144;                    North         East     Units Scale Factor Converg.
 DG3144;SPC GA W     -   369,680.362   640,853.785   MT  0.99994312   -0 20 56.9
 DG3144;SPC GA W     - 1,212,859.65  2,102,534.46   sFT  0.99994312   -0 20 56.9
 DG3144;UTM  16      - 3,690,331.475   704,572.311   MT  1.00011600   +1 12 29.6
 DG3144
 DG3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3144!SPC GA W     -   0.99995813  x   0.99994312  =   0.99990125
 DG3144!UTM  16      -   0.99995813  x   1.00011600  =   1.00007412
 DG3144
 DG3144:                Primary Azimuth Mark                     Grid Az
 DG3144:SPC GA W     -  BV 038 213 AZ MK                         021 45 00.5
 DG3144:UTM  16      -  BV 038 213 AZ MK                         020 11 34.0
 DG3144
 DG3144|---------------------------------------------------------------------|
 DG3144| PID    Reference Object                     Distance      Geod. Az  |
 DG3144|                                                           dddmmss.s |
 DG3144| CZ2959 BV 038 213 AZ MK                                   0212403.6 |
 DG3144| DG3145 BV 038 213 GADT 1973 PTA             18.327 METERS 03000     |
 DG3144|---------------------------------------------------------------------|
 DG3144
 DG3144                          SUPERSEDED SURVEY CONTROL
 DG3144
 DG3144  NAD 83(1994)-  33 19 57.83939(N)    084 48 07.26060(W) AD(       ) 2
 DG3144  NAD 83(1986)-  33 19 57.84102(N)    084 48 07.25880(W) AD(       ) 2
 DG3144  NAD 27      -  33 19 57.41897(N)    084 48 07.49311(W) AD(       ) 2
 DG3144  NGVD 29 (07/19/86)  296.     (m)          971.     (f) VERT ANG       
 DG3144
 DG3144.Superseded values are not recommended for survey control.
 DG3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3144.See file dsdata.txt to determine how the superseded data were derived.
 DG3144
 DG3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0457290331(NAD 83)
 DG3144_MARKER: DD = SURVEY DISK
 DG3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3144_STAMPING: 038-213
 DG3144_MARK LOGO: GADT  
 DG3144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3144+STABILITY: SURFACE MOTION
 DG3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3144+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 DG3144
 DG3144  HISTORY     - Date     Condition        Report By
 DG3144  HISTORY     - 1973     MONUMENTED       GADT
 DG3144  HISTORY     - 19940329 GOOD             GAPC
 DG3144  HISTORY     - 20000223 GOOD             GADT
 DG3144  HISTORY     - 20040903 GOOD             INDIV
 DG3144
 DG3144                          STATION DESCRIPTION
 DG3144
 DG3144'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3144'THE STATION IS LOCATED APPROXIMATELY 3-1/5 MILES SOUTH OF NEWNAN,
 DG3144'9 MILES NORTH-NORTHWEST OF LUTHERSVILLE AND 9-1/2 MILES WEST OF
 DG3144'TURIN ON STATE RIGHT OF WAY.
 DG3144'
 DG3144'TO REACH THE STATION FROM THE COURTHOUSE IN NEWNAN, GO SOUTH FOR
 DG3144'1.7 MILES ON U.S. HIGHWAY 27 AND STATE ROUTE 16 TO CORINTH ROAD
 DG3144'(COWETA COUNTY ROAD 92015) ON THE RIGHT.  TURN RIGHT ON CORINTH
 DG3144'ROAD, GOING SOUTHWEST FOR 1.1 MILES TO THE INTERSECTION OF PINE
 DG3144'ROAD ON THE LEFT.  CONTINUE SOUTHWEST ON CORINTH ROAD FOR 0.35 MILE
 DG3144'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON CORINTH
 DG3144'ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DG3144'
 DG3144'THE STATION IS A STANDARD BRASS DISK STAMPED 038-213, SET IN THE
 DG3144'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3144'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3144'038-213, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.61
 DG3144'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 143 FEET
 DG3144'SOUTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF CORINTH
 DG3144'AND POTTS ROADS, 24.8 FEET SOUTHWEST OF THE CENTERLINE OF POTTS
 DG3144'ROAD, 56 FEET SOUTHEAST OF THE CENTERLINE OF CORINTH ROAD AND
 DG3144'9 FEET EAST-NORTHEAST OF A WITNESS POST.
 DG3144'
 DG3144'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 038-213 AZI, SET IN
 DG3144'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3144'SURFACE OF THE GROUND.  IT IS LOCATED 28 FEET NORTHWEST OF THE
 DG3144'CENTERLINE OF CORINTH ROAD, 50 FEET SOUTH OF A TELEPHONE POLE WITH
 DG3144'UNDERGROUND CABLE BOXES, AND 5.0 FEET SOUTH OF AN 8 INCH PECAN
 DG3144'TREE.
 DG3144
 DG3144                          STATION RECOVERY (1994)
 DG3144
 DG3144'RECOVERY NOTE BY GEORGIA POWER COMPANY 1994 (PRM)
 DG3144'THE STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTH FROM NEWNAN, 9 MI
 DG3144'(14.5 KM) NORTH-NORTHWEST FROM LUTHERSVILLE AND 9.5 MI (15.3 KM) WEST
 DG3144'FROM TURIN. --OWNERSHIP-- STATE RIGHT-OF-WAY. TO REACH THE STATION
 DG3144'FROM THE COURTHOUSE IN NEWNAN, GO SOUTH ON U.S. HIGHWAY 27  AND STATE
 DG3144'HIGHWAY 16 FOR 1.7 MI (2.7 KM) TO COUNTY ROAD 92015 (CORINTH ROAD) ON
 DG3144'THE RIGHT, TURN RIGHT ON CORINTH ROAD AND GO SOUTHWEST FOR 1.1 MI (1.8
 DG3144'KM) TO PINE ROAD ON THE LEFT, CONTINUE SOUTHWEST ON CORINTH ROAD FOR
 DG3144'0.35 MI (0.56 KM) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHWEST
 DG3144'ON CORINTH ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT. THE
 DG3144'STATION IS FLUSH WITH THE GROUND.  LOCATED 143 FT (43.6 M) SOUTH FROM
 DG3144'THE CENTERLINE INTERSECTION OF CORINTH AND POTTS ROADS, 24.8 FT (7.6
 DG3144'M) SOUTHWEST FROM THE CENTERLINE OF POTTS ROAD, 56 FT (17.1 M)
 DG3144'SOUTHEAST FROM THE CENTERLINE OF CORINTH ROAD AND 9 FT (2.7 M)
 DG3144'EAST-NORTHEAST FROM A WITNESS POST.
 DG3144
 DG3144                          STATION RECOVERY (2000)
 DG3144
 DG3144'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG3144'RECOVERED IN GOOD CONDITION.
 DG3144
 DG3144                          STATION RECOVERY (2004)
 DG3144
 DG3144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LBS)
 DG3144'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3035 ***********************************************************************
 DG3035  DESIGNATION -  BV 038 214
 DG3035  PID         -  DG3035
 DG3035  STATE/COUNTY-  GA/COWETA
 DG3035  USGS QUAD   -  SHARPSBURG (1982)
 DG3035
 DG3035                         *CURRENT SURVEY CONTROL
 DG3035  ___________________________________________________________________
 DG3035* NAD 83(1994)-  33 17 22.27235(N)    084 39 13.35057(W)     ADJUSTED  
 DG3035* NAVD 88     -       275.     (meters)     902.     (feet)  VERTCON   
 DG3035  ___________________________________________________________________
 DG3035  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DG3035  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG3035
 DG3035  HORZ ORDER  -  SECOND
 DG3035
 DG3035.The horizontal coordinates were established by classical geodetic methods
 DG3035.and adjusted by the National Geodetic Survey in September 1997..
 DG3035
 DG3035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3035
 DG3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3035
 DG3035.The geoid height was determined by GEOID03.
 DG3035
 DG3035;                    North         East     Units Scale Factor Converg.
 DG3035;SPC GA W     -   364,813.810   654,637.930   MT  0.99992536   -0 16 02.4
 DG3035;SPC GA W     - 1,196,893.31  2,147,757.94   sFT  0.99992536   -0 16 02.4
 DG3035;UTM  16      - 3,685,840.154   718,486.592   MT  1.00018859   +1 17 17.9
 DG3035
 DG3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3035!SPC GA W     -   0.99996137  x   0.99992536  =   0.99988673
 DG3035!UTM  16      -   0.99996137  x   1.00018859  =   1.00014995
 DG3035
 DG3035:                Primary Azimuth Mark                     Grid Az
 DG3035:SPC GA W     -  TURIN MUN TANK                           011 02 15.5
 DG3035:UTM  16      -  TURIN MUN TANK                           009 28 55.2
 DG3035
 DG3035|---------------------------------------------------------------------|
 DG3035| PID    Reference Object                     Distance      Geod. Az  |
 DG3035|                                                           dddmmss.s |
 DG3035| DG3038 TURIN MUN TANK                      APPROX. 4.7 KM 0104613.1 |
 DG3035| CZ2960 BV 038 214 AZ MK                                   1064037.2 |
 DG3035| DG3036 BV 038 214 GADT 1973 PTA             25.394 METERS 15300     |
 DG3035|---------------------------------------------------------------------|
 DG3035
 DG3035                          SUPERSEDED SURVEY CONTROL
 DG3035
 DG3035  NAD 83(1994)-  33 17 22.27731(N)    084 39 13.34973(W) AD(       ) 2
 DG3035  NAD 83(1986)-  33 17 22.27847(N)    084 39 13.34911(W) AD(       ) 2
 DG3035  NAD 27      -  33 17 21.84940(N)    084 39 13.60003(W) AD(       ) 2
 DG3035  NGVD 29 (07/19/86)  275.     (m)          902.     (f) VERT ANG       
 DG3035
 DG3035.Superseded values are not recommended for survey control.
 DG3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3035.See file dsdata.txt to determine how the superseded data were derived.
 DG3035
 DG3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1848785840(NAD 83)
 DG3035_MARKER: DD = SURVEY DISK
 DG3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3035
 DG3035  HISTORY     - Date     Condition        Report By
 DG3035  HISTORY     - 1973     MONUMENTED       GADT
 DG3035  HISTORY     - 20000223 GOOD             GADT
 DG3035
 DG3035                          STATION DESCRIPTION
 DG3035
 DG3035'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3035'THE STATION IS LOCATED 2-3/4 MILES SOUTH-SOUTHWEST OF TURIN,
 DG3035'10-1/4 MILES SOUTHEAST OF NEWNAN, AND 6 MILES WEST-SOUTHWEST OF
 DG3035'SENOIA ON COUNTY RIGHT OF WAY.
 DG3035'
 DG3035'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16
 DG3035'AND 54 IN TURIN, PROCEED SOUTH ON STATE ROUTE 54 FOR 2.05 MILES TO
 DG3035'JOHNSON ROAD ON THE LEFT.  TURN LEFT, GOING SOUTH FOR 1.10 MILES
 DG3035'ALONG JOHNSON ROAD (COUNTY ROAD 149) TO THE STATION ON THE RIGHT.
 DG3035'
 DG3035'THE STATION IS A STANDARD BRASS DISK SET IN A CONCRETE POST
 DG3035'STAMPED BV 038 214.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG3035'STAMPED 038-214, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.57
 DG3035'METER BELOW THE SURFACE OF THE GROUND.  IT IS 166.0 FEET SOUTHWEST
 DG3035'OF A POWER POLE, 28.0 FEET WEST OF JOHNSON ROAD, 285 FEET
 DG3035'NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 DG3035'OF JOHNSON ROAD AND HUNTER ROAD AND 4.4 FEET EAST OF A WITNESS
 DG3035'POST SET ON A FENCE LINE.
 DG3035'
 DG3035'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 DG3035'JOHNSON ROAD (COUNTY ROAD 149) FOR 0.05 MILE TO THE JUNCTION OF
 DG3035'HUNTER ROAD ON THE RIGHT AND A FARM ROAD ON THE LEFT.  TURN LEFT,
 DG3035'FOLLOWING THE FARM ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT
 DG3035'IS A STANDARD DISK STAMPED 038-214 AZI, SET IN THE TOP OF A 10
 DG3035'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3035'GROUND.  IT IS 9.5 FEET NORTH OF THE CENTERLINE OF THE FARM
 DG3035'ROAD, 3.0 FEET SOUTH OF A FENCE, 225.0 FEET NORTHWEST OF A POWER
 DG3035'POLE, AND 285.0 FEET NORTHEAST OF ANOTHER POWER POLE.
 DG3035
 DG3035                          STATION RECOVERY (2000)
 DG3035
 DG3035'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG3035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3037 ***********************************************************************
 DG3037  DESIGNATION -  BV 038 215
 DG3037  PID         -  DG3037
 DG3037  STATE/COUNTY-  GA/COWETA
 DG3037  USGS QUAD   -  SHARPSBURG (1982)
 DG3037
 DG3037                         *CURRENT SURVEY CONTROL
 DG3037  ___________________________________________________________________
 DG3037* NAD 83(1994)-  33 19 51.73992(N)    084 41 41.27889(W)     ADJUSTED  
 DG3037* NAVD 88     -       264.7    (meters)     868.     (feet)  VERTCON   
 DG3037  ___________________________________________________________________
 DG3037  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DG3037  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DG3037
 DG3037  HORZ ORDER  -  SECOND
 DG3037
 DG3037.The horizontal coordinates were established by classical geodetic methods
 DG3037.and adjusted by the National Geodetic Survey in September 1997..
 DG3037
 DG3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3037
 DG3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3037
 DG3037.The geoid height was determined by GEOID03.
 DG3037
 DG3037;                    North         East     Units Scale Factor Converg.
 DG3037;SPC GA W     -   369,436.885   650,834.047   MT  0.99992979   -0 17 24.7
 DG3037;SPC GA W     - 1,212,060.85  2,135,278.04   sFT  0.99992979   -0 17 24.7
 DG3037;UTM  16      - 3,690,359.332   714,557.554   MT  1.00016760   +1 16 01.7
 DG3037
 DG3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3037!SPC GA W     -   0.99996300  x   0.99992979  =   0.99989279
 DG3037!UTM  16      -   0.99996300  x   1.00016760  =   1.00013059
 DG3037
 DG3037:                Primary Azimuth Mark                     Grid Az
 DG3037:SPC GA W     -  BV 038 215 AZ MK                         070 07 32.8
 DG3037:UTM  16      -  BV 038 215 AZ MK                         068 34 06.4
 DG3037
 DG3037|---------------------------------------------------------------------|
 DG3037| PID    Reference Object                     Distance      Geod. Az  |
 DG3037|                                                           dddmmss.s |
 DG3037| CZ2961 BV 038 215 AZ MK                                   0695008.1 |
 DG3037| DG3038 TURIN MUN TANK                      APPROX. 4.7 KM 0895009.9 |
 DG3037|---------------------------------------------------------------------|
 DG3037
 DG3037                          SUPERSEDED SURVEY CONTROL
 DG3037
 DG3037  NAD 83(1994)-  33 19 51.74475(N)    084 41 41.27837(W) AD(       ) 2
 DG3037  NAD 83(1986)-  33 19 51.74591(N)    084 41 41.27750(W) AD(       ) 2
 DG3037  NAD 27      -  33 19 51.32236(N)    084 41 41.52304(W) AD(       ) 2
 DG3037  NGVD 29 (07/19/86)  264.7    (m)          868.     (f) VERT ANG       
 DG3037
 DG3037.Superseded values are not recommended for survey control.
 DG3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3037.See file dsdata.txt to determine how the superseded data were derived.
 DG3037
 DG3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1455890359(NAD 83)
 DG3037_MARKER: DD = SURVEY DISK
 DG3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3037+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 DG3037
 DG3037  HISTORY     - Date     Condition        Report By
 DG3037  HISTORY     - 1973     MONUMENTED       GADT
 DG3037  HISTORY     - 20000223 GOOD             GADT
 DG3037
 DG3037                          STATION DESCRIPTION
 DG3037
 DG3037'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3037'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 DG3037'SHARPSBURG, 3-1/4 MILES WEST OF TURIN, AND 1-1/2 MILES
 DG3037'WEST-NORTHWEST OF RAYMOND, ON COUNTY RIGHT OF WAY.
 DG3037'
 DG3037'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 16 AND 54
 DG3037'IN TURIN, GO WEST ON STATE ROUTE 16 FOR 1.95 MILES TO THE JUNCTION
 DG3037'OF COWETA COUNTY ROAD 91 TO THE RIGHT.  CONTINUE WEST ALONG STATE
 DG3037'ROUTE 16 FOR 1.55 MILES TO THE AZIMUTH MARK ON THE LEFT AT THE
 DG3037'JUNCTION OF COUNTY ROAD 134 REVERSE FORKING TO THE LEFT.
 DG3037'CONTINUE WEST ALONG STATE ROUTE 16 FOR 0.2 MILE TO THE STATION ON
 DG3037'THE LEFT.
 DG3037'
 DG3037'THE STATION IS LOCATED 19.5 FEET SOUTH OF THE CENTERLINE OF THE
 DG3037'HIGHWAY, 3.2 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 28.0 FEET
 DG3037'NORTH OF A FENCE LINE, 215.0 FEET NORTHWEST OF A POWER POLE IN A
 DG3037'FIELD, 68.0 FEET SOUTH OF A POWER POLE ACROSS THE ROAD, AND 245.0
 DG3037'FEET SOUTHWEST OF ANOTHER POWER POLE ACROSS THE HIGHWAY.  IT IS
 DG3037'A STANDARD BRASS DISK STAMPED 038-215, SET IN THE TOP OF A 10
 DG3037'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3037'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3037'038-215, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 28 INCHES
 DG3037'BELOW THE GROUND SURFACE.
 DG3037'
 DG3037'THE AZIMUTH MARK IS LOCATED 62 FEET SOUTH OF THE CENTERLINE OF
 DG3037'STATE ROUTE 16, 9.0 FEET NORTH OF A FENCE LINE, 33.0 FEET
 DG3037'WEST-NORTHWEST OF A POWER POLE GUY POLE, 160.0 FEET SOUTHEAST
 DG3037'OF THE POWER POLE IN THE FORK OF THE ROADS, AND 162.0 FEET
 DG3037'SOUTHWEST OF A TELEPHONE POLE.  IT IS A STANDARD DISK STAMPED
 DG3037'038-215 AZI, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3037'POST FLUSH WITH THE GROUND SURFACE.
 DG3037
 DG3037                          STATION RECOVERY (2000)
 DG3037
 DG3037'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG3037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3159 ***********************************************************************
 DG3159  DESIGNATION -  BV 038 216
 DG3159  PID         -  DG3159
 DG3159  STATE/COUNTY-  GA/COWETA
 DG3159  USGS QUAD   -  NEWNAN SW (1982)
 DG3159
 DG3159                         *CURRENT SURVEY CONTROL
 DG3159  ___________________________________________________________________
 DG3159* NAD 83(1994)-  33 15 36.64319(N)    084 55 34.49512(W)     ADJUSTED  
 DG3159* NAVD 88     -       234.     (meters)     768.     (feet)  VERTCON   
 DG3159  ___________________________________________________________________
 DG3159  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 DG3159  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG3159
 DG3159  HORZ ORDER  -  SECOND
 DG3159
 DG3159.The horizontal coordinates were established by classical geodetic methods
 DG3159.and adjusted by the National Geodetic Survey in September 1997..
 DG3159
 DG3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3159
 DG3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3159
 DG3159.The geoid height was determined by GEOID03.
 DG3159
 DG3159;                    North         East     Units Scale Factor Converg.
 DG3159;SPC GA W     -   361,711.359   629,229.944   MT  0.99996173   -0 24 59.8
 DG3159;SPC GA W     - 1,186,714.68  2,064,398.57   sFT  0.99996173   -0 24 59.8
 DG3159;UTM  16      - 3,682,048.691   693,167.573   MT  1.00006007   +1 08 15.7
 DG3159
 DG3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3159!SPC GA W     -   0.99996784  x   0.99996173  =   0.99992957
 DG3159!UTM  16      -   0.99996784  x   1.00006007  =   1.00002791
 DG3159
 DG3159|---------------------------------------------------------------------|
 DG3159| PID    Reference Object                     Distance      Geod. Az  |
 DG3159|                                                           dddmmss.s |
 DG3159| DG3158 BV 038 216 GADT 1973 PTA             22.818 METERS 01329     |
 DG3159| CZ2962 BV 038 216 AZ MK                                   3090033.7 |
 DG3159|---------------------------------------------------------------------|
 DG3159
 DG3159                          SUPERSEDED SURVEY CONTROL
 DG3159
 DG3159  NAD 83(1994)-  33 15 36.64543(N)    084 55 34.49617(W) AD(       ) 2
 DG3159  NAD 83(1986)-  33 15 36.64843(N)    084 55 34.49283(W) AD(       ) 2
 DG3159  NAD 27      -  33 15 36.21948(N)    084 55 34.72009(W) AD(       ) 2
 DG3159  NGVD 29 (07/19/86)  234.     (m)          768.     (f) VERT ANG       
 DG3159
 DG3159.Superseded values are not recommended for survey control.
 DG3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3159.See file dsdata.txt to determine how the superseded data were derived.
 DG3159
 DG3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9316882049(NAD 83)
 DG3159_MARKER: DD = SURVEY DISK
 DG3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3159+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 DG3159
 DG3159  HISTORY     - Date     Condition        Report By
 DG3159  HISTORY     - 1973     MONUMENTED       GADT
 DG3159  HISTORY     - 20000223 GOOD             GADT
 DG3159
 DG3159                          STATION DESCRIPTION
 DG3159
 DG3159'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3159'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHEAST
 DG3159'OF CORINTH, 5-1/2 MILES WEST-NORTHWEST OF GRANTVILLE, AND 10 MILES
 DG3159'EAST-SOUTHEAST OF FRANKLIN ON STATE RIGHT OF WAY.
 DG3159'
 DG3159'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 100 AND
 DG3159'CORINTH ROAD (COUNTY ROAD 92015) AT THE COMMUNITY OF CORINTH, IN
 DG3159'HEARD COUNTY, GO NORTH ON CORINTH ROAD FOR 1.5 MILES TO THE NEW
 DG3159'RIVER BRIDGE.  CONTINUE ON CORINTH ROAD FOR 0.95 MILE TO THE
 DG3159'INTERSECTION OF SMOKEY ROAD (COUNTY ROAD 252) ON THE LEFT.
 DG3159'CONTINUE AHEAD ON CORINTH ROAD FOR 0.05 MILE TO THE STATION ON THE
 DG3159'RIGHT.
 DG3159'
 DG3159'THE STATION IS A STANDARD BRASS DISK STAMPED 038-216, SET IN THE
 DG3159'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3159'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3159'038-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 34
 DG3159'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 27.5 FEET
 DG3159'SOUTHEAST OF THE CENTERLINE OF CORINTH ROAD, 4.0 FEET NORTHWEST
 DG3159'OF A WITNESS POST, 153 FEET SOUTHWEST OF A 30 INCH OAK TREE,
 DG3159'AND 345 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DG3159'CENTERLINES OF SMOKEY AND CORINTH ROADS.
 DG3159'
 DG3159'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF CORINTH AND
 DG3159'SMOKEY ROADS, GO NORTHWEST ON SMOKEY ROAD FOR 0.2 MILE TO THE
 DG3159'AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD BRASS DISK STAMPED
 DG3159'038-216 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3159'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 52 FEET
 DG3159'SOUTHWEST OF THE CENTERLINE OF SMOKEY ROAD, 6 FEET NORTHEAST OF
 DG3159'A FENCE, AND 9 FEET SOUTH OF A POWER POLE.
 DG3159
 DG3159                          STATION RECOVERY (2000)
 DG3159
 DG3159'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG3159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3141 ***********************************************************************
 DG3141  DESIGNATION -  BV 038 217
 DG3141  PID         -  DG3141
 DG3141  STATE/COUNTY-  GA/COWETA
 DG3141  USGS QUAD   -  NEWNAN SOUTH (1981)
 DG3141
 DG3141                         *CURRENT SURVEY CONTROL
 DG3141  ___________________________________________________________________
 DG3141* NAD 83(1994)-  33 16 48.66617(N)    084 50 59.48867(W)     ADJUSTED  
 DG3141* NAVD 88     -       268.     (meters)     879.     (feet)  VERTCON   
 DG3141  ___________________________________________________________________
 DG3141  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DG3141  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3141
 DG3141  HORZ ORDER  -  SECOND
 DG3141
 DG3141.The horizontal coordinates were established by classical geodetic methods
 DG3141.and adjusted by the National Geodetic Survey in September 1997..
 DG3141
 DG3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3141
 DG3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3141
 DG3141.The geoid height was determined by GEOID03.
 DG3141
 DG3141;                    North         East     Units Scale Factor Converg.
 DG3141;SPC GA W     -   363,880.944   636,361.901   MT  0.99994991   -0 22 29.6
 DG3141;SPC GA W     - 1,193,832.73  2,087,797.34   sFT  0.99994991   -0 22 29.6
 DG3141;UTM  16      - 3,684,411.266   700,238.899   MT  1.00009437   +1 10 48.9
 DG3141
 DG3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3141!SPC GA W     -   0.99996249  x   0.99994991  =   0.99991240
 DG3141!UTM  16      -   0.99996249  x   1.00009437  =   1.00005686
 DG3141
 DG3141:                Primary Azimuth Mark                     Grid Az
 DG3141:SPC GA W     -  BV 038 217 AZ MK                         285 50 39.9
 DG3141:UTM  16      -  BV 038 217 AZ MK                         284 17 21.4
 DG3141
 DG3141|---------------------------------------------------------------------|
 DG3141| PID    Reference Object                     Distance      Geod. Az  |
 DG3141|                                                           dddmmss.s |
 DG3141| CZ2963 BV 038 217 AZ MK                                   2852810.3 |
 DG3141| DG3143 BV 038 217 GADT 1973 PTA             23.745 METERS 33056     |
 DG3141|---------------------------------------------------------------------|
 DG3141
 DG3141                          SUPERSEDED SURVEY CONTROL
 DG3141
 DG3141  NAD 83(1994)-  33 16 48.66953(N)    084 50 59.48880(W) AD(       ) 2
 DG3141  NAD 83(1986)-  33 16 48.67156(N)    084 50 59.48659(W) AD(       ) 2
 DG3141  NAD 27      -  33 16 48.24547(N)    084 50 59.71927(W) AD(       ) 2
 DG3141  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 DG3141
 DG3141.Superseded values are not recommended for survey control.
 DG3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3141.See file dsdata.txt to determine how the superseded data were derived.
 DG3141
 DG3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0023984411(NAD 83)
 DG3141_MARKER: DD = SURVEY DISK
 DG3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3141
 DG3141  HISTORY     - Date     Condition        Report By
 DG3141  HISTORY     - 1973     MONUMENTED       GADT
 DG3141
 DG3141                          STATION DESCRIPTION
 DG3141
 DG3141'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3141'THE STATION IS LOCATED 3 MILES NORTHWEST OF GRANTVILLE, 4-3/4
 DG3141'MILES WEST OF MORELAND, AND 6-3/4 MILES SOUTHWEST OF CORINTH.
 DG3141'
 DG3141'TO REACH THE STATION FROM THE RAILWAY DEPOT IN GRANTVILLE, GO
 DG3141'NORTHWEST ON MAIN STREET (TROUP COUNTY ROAD 92016) FOR 0.15 MILE
 DG3141'TO LAGRANGE STREET (COUNTY ROAD 92016).  TURN RIGHT GOING
 DG3141'NORTHEAST ALONG LAGRANGE STREET TO A SHARP LEFT TURN IN THE
 DG3141'ROAD.  CONTINUE AHEAD ON LAGRANGE STREET (WEST GRANTVILLE ROAD)
 DG3141'(COUNTY ROAD 92016) FOR 1.6 MILES TO THE FORK OF COUNTY ROAD
 DG3141'92016 TO THE RIGHT AND COUNTY ROAD 233 TO THE LEFT.  GO ALONG
 DG3141'COUNTY ROAD 233 NORTHERLY FOR 1.7 MILES TO A POWERLINE CROSSING
 DG3141'AND THE STATION ON THE RIGHT ON THE SOUTHEAST EDGE OF THE
 DG3141'POWERLINE RIGHT OF WAY.
 DG3141'
 DG3141'THE STATION IS LOCATED 95 FEET NORTHEAST OF THE CENTERLINE OF THE
 DG3141'ROAD, 5.5 FEET EAST OF A WITNESS POST, 182 FEET SOUTHWEST OF THE
 DG3141'SOUTHEAST ONE OF A SET OF DOUBLE POWER POLES, AND 241 FEET
 DG3141'SOUTHWEST OF THE SOUTH LEG OF A STEEL POWERLINE TOWER.  IT IS A
 DG3141'STANDARD BRASS DISK STAMPED 038-217, SET IN THE TOP OF A 10 INCH
 DG3141'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3141'THE UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED 038-217, SET
 DG3141'IN AN IRREGULAR MASS OF CONCRETE ABOUT 32 INCHES BELOW THE SURFACE
 DG3141'OF THE GROUND.
 DG3141'
 DG3141'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 DG3141'ALONG COUNTY ROAD 233 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD
 DG3141'227 CROSSING AND THE TERMINATION OF PAVEMENT.  TURN LEFT, GOING
 DG3141'WEST ALONG COUNTY ROAD 227 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 DG3141'LEFT.  IT IS LOCATED 34.0 FEET SOUTH OF THE CENTERLINE OF THE
 DG3141'ROAD, 48.0 FEET SOUTHEAST OF THE WEST NOSE OF A TRAFFIC ISLAND
 DG3141'AT THE ENTRANCE TO A COUNTY DIRT ROAD ON THE NORTH SIDE OF THE
 DG3141'ROAD, 56.3 FEET SOUTHWEST OF THE EAST NOSE OF THE TRAFFIC
 DG3141'ISLAND, 82.5 FEET WEST OF A POWERPOLE, AND 39.0 FEET NORTH OF A
 DG3141'FENCE.  IT IS A STANDARD DISK STAMPED 038-217 AZMK, SET IN THE
 DG3141'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3141'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3030 ***********************************************************************
 DG3030  DESIGNATION -  BV 038 218
 DG3030  PID         -  DG3030
 DG3030  STATE/COUNTY-  GA/COWETA
 DG3030  USGS QUAD   -  SENOIA (1982)
 DG3030
 DG3030                         *CURRENT SURVEY CONTROL
 DG3030  ___________________________________________________________________
 DG3030* NAD 83(1994)-  33 16 39.15901(N)    084 32 02.66686(W)     ADJUSTED  
 DG3030* NAVD 88     -       270.8    (meters)     888.     (feet)  VERTCON   
 DG3030  ___________________________________________________________________
 DG3030  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DG3030  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3030
 DG3030  HORZ ORDER  -  SECOND
 DG3030
 DG3030.The horizontal coordinates were established by classical geodetic methods
 DG3030.and adjusted by the National Geodetic Survey in September 1997..
 DG3030
 DG3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3030
 DG3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3030
 DG3030.The geoid height was determined by GEOID03.
 DG3030
 DG3030;                    North         East     Units Scale Factor Converg.
 DG3030;SPC GA W     -   363,440.085   665,775.825   MT  0.99991444   -0 12 05.7
 DG3030;SPC GA W     - 1,192,386.35  2,184,299.52   sFT  0.99991444   -0 12 05.7
 DG3030;UTM  16      - 3,684,768.943   729,661.018   MT  1.00025034   +1 21 13.1
 DG3030
 DG3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3030!SPC GA W     -   0.99996201  x   0.99991444  =   0.99987646
 DG3030!UTM  16      -   0.99996201  x   1.00025034  =   1.00021234
 DG3030
 DG3030:                Primary Azimuth Mark                     Grid Az
 DG3030:SPC GA W     -  BV 038 218 AZ MK                         337 26 14.0
 DG3030:UTM  16      -  BV 038 218 AZ MK                         335 52 55.2
 DG3030
 DG3030|---------------------------------------------------------------------|
 DG3030| PID    Reference Object                     Distance      Geod. Az  |
 DG3030|                                                           dddmmss.s |
 DG3030| CZ2964 BV 038 218 AZ MK                                   3371408.3 |
 DG3030|---------------------------------------------------------------------|
 DG3030
 DG3030                          SUPERSEDED SURVEY CONTROL
 DG3030
 DG3030  NAD 83(1994)-  33 16 39.16488(N)    084 32 02.66632(W) AD(       ) 2
 DG3030  NAD 83(1986)-  33 16 39.16502(N)    084 32 02.66593(W) AD(       ) 2
 DG3030  NAD 27      -  33 16 38.73293(N)    084 32 02.93021(W) AD(       ) 2
 DG3030  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 DG3030
 DG3030.Superseded values are not recommended for survey control.
 DG3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3030.See file dsdata.txt to determine how the superseded data were derived.
 DG3030
 DG3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2966184769(NAD 83)
 DG3030_MARKER: DD = SURVEY DISK
 DG3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3030
 DG3030  HISTORY     - Date     Condition        Report By
 DG3030  HISTORY     - 1974     MONUMENTED       GADT
 DG3030
 DG3030                          STATION DESCRIPTION
 DG3030
 DG3030'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3030'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHEAST OF
 DG3030'SENOIA, 4-1/2 MILES WEST OF BROOKS, AND 4 MILES NORTHEAST OF
 DG3030'HARALSON ON STATE RIGHT OF WAY.
 DG3030'
 DG3030'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 85 AND
 DG3030'16, LOCATED 1 MILE SOUTHEAST OF SENOIA, PROCEED SOUTHEAST ON STATE
 DG3030'ROUTE 16 FOR 0.85 MILE TO THE JUNCTION OF COUNTY ROAD 595
 DG3030'CROSSING.  CONTINUE ALONG STATE ROUTE 16 FOR 0.05 MILE TO THE
 DG3030'AZIMUTH MARK ON THE LEFT ON A 6 FOOT CUT BANK.  CONTINUE ALONG
 DG3030'STATE ROUTE 16 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 DG3030'
 DG3030'THE STATION IS A STANDARD BRASS DISK STAMPED 038-218, SET IN THE
 DG3030'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3030'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3030'038-218, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 DG3030'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 2.0 FEET
 DG3030'NORTHEAST OF A WITNESS POST SET AT A FENCELINE, 44 FEET
 DG3030'SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 16, 4.3 FEET EAST OF
 DG3030'A POWER POLE, AND 63.8 FEET SOUTH-SOUTHEAST OF MILE POST 30.  IT
 DG3030'IS ALSO 89 FEET WEST OF THE NORTHEAST GATE POST OF A METAL GATE
 DG3030'TO A FIELD ON THE NORTHEAST SIDE OF THE HIGHWAY.
 DG3030'
 DG3030'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED 038-218 AZMK,
 DG3030'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3030'THE SURFACE OF THE GROUND.  IT IS LOCATED 45.0 FEET NORTHEAST OF
 DG3030'THE CENTERLINE OF STATE ROUTE 16, 4.5 FEET SOUTHWEST OF A WITNESS
 DG3030'POST SET AT A FENCELINE, 8.5 FEET SOUTHEAST OF AN UNDERGROUND
 DG3030'TELEPHONE CABLE PEDESTAL, AND 98 FEET NORTHWEST OF A TELEPHONE
 DG3030'POLE ON THE SOUTHWEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3046 ***********************************************************************
 DG3046  DESIGNATION -  BV 038 219
 DG3046  PID         -  DG3046
 DG3046  STATE/COUNTY-  GA/COWETA
 DG3046  USGS QUAD   -  HARALSON (1981)
 DG3046
 DG3046                         *CURRENT SURVEY CONTROL
 DG3046  ___________________________________________________________________
 DG3046* NAD 83(1994)-  33 13 25.98936(N)    084 31 23.64850(W)     ADJUSTED  
 DG3046* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 DG3046  ___________________________________________________________________
 DG3046  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DG3046  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG3046
 DG3046  HORZ ORDER  -  SECOND
 DG3046
 DG3046.The horizontal coordinates were established by classical geodetic methods
 DG3046.and adjusted by the National Geodetic Survey in September 1997..
 DG3046
 DG3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3046
 DG3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3046
 DG3046.The geoid height was determined by GEOID03.
 DG3046
 DG3046;                    North         East     Units Scale Factor Converg.
 DG3046;SPC GA W     -   357,485.956   666,765.130   MT  0.99991361   -0 11 43.3
 DG3046;SPC GA W     - 1,172,851.84  2,187,545.26   sFT  0.99991361   -0 11 43.3
 DG3046;UTM  16      - 3,678,841.824   730,811.834   MT  1.00025688   +1 21 27.5
 DG3046
 DG3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3046!SPC GA W     -   0.99996683  x   0.99991361  =   0.99988044
 DG3046!UTM  16      -   0.99996683  x   1.00025688  =   1.00022370
 DG3046
 DG3046:                Primary Azimuth Mark                     Grid Az
 DG3046:SPC GA W     -  JONES SPAULDING                          073 14 37.4
 DG3046:UTM  16      -  JONES SPAULDING                          071 41 26.6
 DG3046
 DG3046|---------------------------------------------------------------------|
 DG3046| PID    Reference Object                     Distance      Geod. Az  |
 DG3046|                                                           dddmmss.s |
 DG3046| DG2964 JONES SPAULDING                     APPROX. 4.9 KM 0730254.1 |
 DG3046| DG3045 BV 038 219 GADT 1974 PTA             10.109 METERS 10948     |
 DG3046| CZ2965 BV 038 219 AZ MK                                   2395449.7 |
 DG3046|---------------------------------------------------------------------|
 DG3046
 DG3046                          SUPERSEDED SURVEY CONTROL
 DG3046
 DG3046  NAD 83(1994)-  33 13 25.99539(N)    084 31 23.64769(W) AD(       ) 2
 DG3046  NAD 83(1986)-  33 13 25.99546(N)    084 31 23.64766(W) AD(       ) 2
 DG3046  NAD 27      -  33 13 25.55828(N)    084 31 23.91414(W) AD(       ) 2
 DG3046  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 DG3046
 DG3046.Superseded values are not recommended for survey control.
 DG3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3046.See file dsdata.txt to determine how the superseded data were derived.
 DG3046
 DG3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3081278842(NAD 83)
 DG3046_MARKER: DD = SURVEY DISK
 DG3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3046
 DG3046  HISTORY     - Date     Condition        Report By
 DG3046  HISTORY     - 1974     MONUMENTED       GADT
 DG3046
 DG3046                          STATION DESCRIPTION
 DG3046
 DG3046'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3046'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES EAST OF HARALSON,
 DG3046'5-3/4 MILES SOUTHEAST OF SENOIA, AND 6 MILES SOUTHWEST OF BROOKS
 DG3046'ON STATE RIGHT OF WAY.
 DG3046'
 DG3046'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 16 AND 85,
 DG3046'LOCATED ABOUT 1 MILE SOUTHEAST OF SENOIA, GO SOUTHEAST ALONG STATE
 DG3046'ROUTE 16 FOR 0.85 MILE TO THE JUNCTION OF COUNTY ROAD 159
 DG3046'CROSSING.  CONTINUE SOUTHEAST ALONG STATE ROUTE 16 FOR 0.6 MILE
 DG3046'TO THE JUNCTION OF COUNTY ROADS 160 (SOUTH) AND 159 (WEST) TO THE
 DG3046'RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 160 FOR 1.7
 DG3046'MILES TO THE JUNCTION OF ROWE ROAD (COUNTY ROAD 176) FORKING TO
 DG3046'THE LEFT.  TURN LEFT, GOING SOUTH ALONG ROWE ROAD FOR 0.2
 DG3046'MILE TO THE JUNCTION OF GRAY GIRLS ROAD (COUNTY ROAD 174)
 DG3046'FORKING TO THE LEFT.  TURN LEFT, GOING SOUTHEAST ALONG GRAY
 DG3046'GIRLS ROAD FOR 2.2 MILES TO ITS TERMINATION AT THE JUNCTION OF
 DG3046'COUNTY ROAD 167 CROSSING.  TURN RIGHT, GOING WEST ALONG
 DG3046'COUNTY ROAD 167 FOR ABOUT 185 FEET TO THE STATION ON THE RIGHT.
 DG3046'
 DG3046'THE STATION IS LOCATED 184 FEET WEST OF THE POINT OF INTERSECTION
 DG3046'OF THE CENTERLINES OF COUNTY ROADS 167 AND 174, 36.0 FEET
 DG3046'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 167, 3.0 FEET
 DG3046'SOUTH OF A WITNESS POST SET AT A FENCELINE, AND 88.0 FEET EAST OF
 DG3046'A 24 INCH PINE TREE.  IT IS A STANDARD BRASS DISK STAMPED
 DG3046'038-219, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3046'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DG3046'STANDARD DISK STAMPED 038-219, SET IN THE TOP OF AN IRREGULAR
 DG3046'MASS OF CONCRETE APPROXIMATELY 0.78 METER BELOW THE GROUND
 DG3046'SURFACE.
 DG3046'
 DG3046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG COUNTY
 DG3046'ROAD 167 FOR 0.1 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 36
 DG3046'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.2 FEET NORTH OF A
 DG3046'WITNESS POST SET AT A FENCELINE, 52.0 FEET WEST OF A POWER POLE,
 DG3046'AND 108.0 FEET SOUTHEAST OF A 12 INCH PINE TREE ON THE NORTH SIDE
 DG3046'OF THE ROAD.  IT IS A STANDARD DISK STAMPED 038-219 AZMK, SET IN
 DG3046'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3046'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3029 ***********************************************************************
 DG3029  DESIGNATION -  BV 038 220
 DG3029  PID         -  DG3029
 DG3029  STATE/COUNTY-  GA/COWETA
 DG3029  USGS QUAD   -  SENOIA (1982)
 DG3029
 DG3029                         *CURRENT SURVEY CONTROL
 DG3029  ___________________________________________________________________
 DG3029* NAD 83(1994)-  33 16 07.74458(N)    084 34 51.98103(W)     ADJUSTED  
 DG3029* NAVD 88     -       282.     (meters)     925.     (feet)  VERTCON   
 DG3029  ___________________________________________________________________
 DG3029  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DG3029  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG3029
 DG3029  HORZ ORDER  -  SECOND
 DG3029
 DG3029.The horizontal coordinates were established by classical geodetic methods
 DG3029.and adjusted by the National Geodetic Survey in September 1997..
 DG3029
 DG3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3029
 DG3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3029
 DG3029.The geoid height was determined by GEOID03.
 DG3029
 DG3029;                    North         East     Units Scale Factor Converg.
 DG3029;SPC GA W     -   362,488.752   661,390.930   MT  0.99991837   -0 13 38.5
 DG3029;SPC GA W     - 1,189,265.18  2,169,913.41   sFT  0.99991837   -0 13 38.5
 DG3029;UTM  16      - 3,683,698.623   725,302.152   MT  1.00022589   +1 19 39.0
 DG3029
 DG3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3029!SPC GA W     -   0.99996026  x   0.99991837  =   0.99987863
 DG3029!UTM  16      -   0.99996026  x   1.00022589  =   1.00018614
 DG3029
 DG3029:                Primary Azimuth Mark                     Grid Az
 DG3029:SPC GA W     -  BV 038 220 AZ MK                         149 54 50.8
 DG3029:UTM  16      -  BV 038 220 AZ MK                         148 21 33.3
 DG3029
 DG3029|---------------------------------------------------------------------|
 DG3029| PID    Reference Object                     Distance      Geod. Az  |
 DG3029|                                                           dddmmss.s |
 DG3029| CZ2966 BV 038 220 AZ MK                                   1494112.3 |
 DG3029| DG3049 JENNIFER                            APPROX. 3.0 KM 1521134.2 |
 DG3029| DG3028 BV 038 220 GADT 1974 PTA             26.191 METERS 21817     |
 DG3029|---------------------------------------------------------------------|
 DG3029
 DG3029                          SUPERSEDED SURVEY CONTROL
 DG3029
 DG3029  NAD 83(1994)-  33 16 07.75027(N)    084 34 51.98048(W) AD(       ) 2
 DG3029  NAD 83(1986)-  33 16 07.75065(N)    084 34 51.98002(W) AD(       ) 2
 DG3029  NAD 27      -  33 16 07.31857(N)    084 34 52.23977(W) AD(       ) 2
 DG3029  NGVD 29 (07/19/86)  282.     (m)          925.     (f) VERT ANG       
 DG3029
 DG3029.Superseded values are not recommended for survey control.
 DG3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3029.See file dsdata.txt to determine how the superseded data were derived.
 DG3029
 DG3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2530283699(NAD 83)
 DG3029_MARKER: DD = SURVEY DISK
 DG3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3029
 DG3029  HISTORY     - Date     Condition        Report By
 DG3029  HISTORY     - 1974     MONUMENTED       GADT
 DG3029
 DG3029                          STATION DESCRIPTION
 DG3029
 DG3029'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3029'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH-SOUTHWEST
 DG3029'OF SENOIA, 7 MILES WEST OF BROOKS, AND 3 MILES NORTH OF HARALSON
 DG3029'ON COUNTY RIGHT OF WAY.
 DG3029'
 DG3029'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16 AND
 DG3029'85, LOCATED 1 MILE SOUTHEAST OF SENOIA, TRAVEL WEST ON STATE ROUTE
 DG3029'16 FOR 0.6 MILE TO THE JUNCTION OF BAILEY ROAD (COUNTY ROAD 157)
 DG3029'CROSSING.  TURN LEFT, GOING SOUTH ON BAILEY ROAD FOR 0.4 MILE TO
 DG3029'THE JUNCTION OF COUNTY ROAD 164 FORKING TO THE LEFT.  CONTINUE
 DG3029'SOUTHWEST ON BAILEY ROAD FOR 1.55 MILES TO A PIPE LINE CROSSING.
 DG3029'CONTINUE ALONG BAILEY ROAD FOR 0.65 MILE TO THE STATION ON THE
 DG3029'RIGHT.
 DG3029'
 DG3029'THE STATION IS A STANDARD BRASS DISK STAMPED 038-220, SET IN THE
 DG3029'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3029'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG3029'038-220, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 DG3029'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 2.5 FEET
 DG3029'SOUTH OF A WITNESS POST, 24 FEET NORTH OF THE CENTERLINE OF THE
 DG3029'ROAD, 285 FEET NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF
 DG3029'THE ROAD IN A FIELD, AND 64.5 FEET NORTHWEST OF THE WESTERN ONE
 DG3029'OF TWO PULL-POSTS IN A FENCELINE ON THE SOUTH SIDE OF THE
 DG3029'ROAD.
 DG3029'
 DG3029'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 DG3029'ALONG BAILEY ROAD FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD
 DG3029'91423 CROSSING.  TURN LEFT, TRAVELING SOUTHEAST ALONG COUNTY ROAD
 DG3029'91423 FOR 0.5 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 DG3029'DISK STAMPED 038-220 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3029'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG3029'LOCATED 43.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.6
 DG3029'FEET NORTHEAST OF A WITNESS POST, 45 FEET SOUTH OF THE
 DG3029'POINT OF INTERSECTION OF A FIELD ROAD TO THE SOUTHWEST
 DG3029'AND THE COUNTY ROAD, 146 FEET WEST-NORTHWEST OF THE POINT OF
 DG3029'INTERSECTION OF A FIELD ROAD WITH A METAL GATE LEADING TO THE
 DG3029'NORTHEAST, AND 38 FEET NORTH OF A CLUSTER OF 4 CEDAR TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3047 ***********************************************************************
 DG3047  DESIGNATION -  BV 038 221
 DG3047  PID         -  DG3047
 DG3047  STATE/COUNTY-  GA/COWETA
 DG3047  USGS QUAD   -  HARALSON (1981)
 DG3047
 DG3047                         *CURRENT SURVEY CONTROL
 DG3047  ___________________________________________________________________
 DG3047* NAD 83(1994)-  33 14 07.63201(N)    084 37 16.97886(W)     ADJUSTED  
 DG3047* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 DG3047  ___________________________________________________________________
 DG3047  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DG3047  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG3047
 DG3047  HORZ ORDER  -  SECOND
 DG3047
 DG3047.The horizontal coordinates were established by classical geodetic methods
 DG3047.and adjusted by the National Geodetic Survey in September 1997..
 DG3047
 DG3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3047
 DG3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3047
 DG3047.The geoid height was determined by GEOID03.
 DG3047
 DG3047;                    North         East     Units Scale Factor Converg.
 DG3047;SPC GA W     -   358,804.255   657,622.584   MT  0.99992213   -0 14 57.2
 DG3047;SPC GA W     - 1,177,176.96  2,157,550.09   sFT  0.99992213   -0 14 57.2
 DG3047;UTM  16      - 3,679,912.160   721,634.038   MT  1.00020568   +1 18 15.1
 DG3047
 DG3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3047!SPC GA W     -   0.99996481  x   0.99992213  =   0.99988694
 DG3047!UTM  16      -   0.99996481  x   1.00020568  =   1.00017048
 DG3047
 DG3047|---------------------------------------------------------------------|
 DG3047| PID    Reference Object                     Distance      Geod. Az  |
 DG3047|                                                           dddmmss.s |
 DG3047| DG3048 BV 038 221 GADT 1974 PTA             23.437 METERS 02942     |
 DG3047| DG3049 JENNIFER                            APPROX. 5.3 KM 0782325.8 |
 DG3047| CZ2967 BV 038 221 AZ MK                                   3315820.3 |
 DG3047|---------------------------------------------------------------------|
 DG3047
 DG3047                          SUPERSEDED SURVEY CONTROL
 DG3047
 DG3047  NAD 83(1994)-  33 14 07.63763(N)    084 37 16.97821(W) AD(       ) 2
 DG3047  NAD 83(1986)-  33 14 07.63811(N)    084 37 16.97785(W) AD(       ) 2
 DG3047  NAD 27      -  33 14 07.20381(N)    084 37 17.23447(W) AD(       ) 2
 DG3047  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 DG3047
 DG3047.Superseded values are not recommended for survey control.
 DG3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3047.See file dsdata.txt to determine how the superseded data were derived.
 DG3047
 DG3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2163479912(NAD 83)
 DG3047_MARKER: DD = SURVEY DISK
 DG3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3047
 DG3047  HISTORY     - Date     Condition        Report By
 DG3047  HISTORY     - 1974     MONUMENTED       GADT
 DG3047
 DG3047                          STATION DESCRIPTION
 DG3047
 DG3047'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3047'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST OF HARALSON, 5
 DG3047'MILES NORTHEAST OF ALVATON, AND 6 MILES SOUTHWEST OF SENOIA ON
 DG3047'COUNTY RIGHT OF WAY.
 DG3047'
 DG3047'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND
 DG3047'COUNTY ROAD 90748, LOCATED AT THE SEABOARD COASTLINE RAILWAY DEPOT
 DG3047'IN HARALSON, TRAVEL SOUTH ON STATE ROUTE 85 FOR 0.6 MILE TO THE
 DG3047'JUNCTION OF AL ROBERTS ROAD (COUNTY ROAD 170) TO THE RIGHT.  TURN
 DG3047'RIGHT, GOING WEST ON AL ROBERTS ROAD FOR 2.15 MILES TO THE
 DG3047'JUNCTION OF COUNTY ROAD 169 (PAVED) FORKING TO THE RIGHT AND
 DG3047'COUNTY ROAD 170 (DIRT).  TURN RIGHT, GOING NORTH ON COUNTY
 DG3047'ROAD 169 FOR 1.05 MILES TO THE JUNCTION OF COUNTY ROAD 170
 DG3047'REVERSE FORKING TO THE LEFT.  CONTINUE NORTHWEST ALONG COUNTY
 DG3047'ROAD 169 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD 170
 DG3047'FORKING TO THE RIGHT AND COUNTY ROAD 168 STRAIGHT AHEAD AND
 DG3047'THE STATION ON THE LEFT.
 DG3047'
 DG3047'THE STATION IS A STANDARD BRASS DISK STAMPED 038-221, SET IN THE
 DG3047'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3047'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG3047'038-221, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 DG3047'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED
 DG3047'APPROXIMATELY 25 YARDS SOUTH OF THE ROAD JUNCTION, 3 FEET
 DG3047'NORTHEAST OF A WITNESS POST, 39.7 FEET SOUTHWEST OF THE
 DG3047'CENTERLINE OF COUNTY ROAD 169, AND 214 FEET NORTHWEST OF A 36
 DG3047'INCH OAK TREE ON THE NORTHEAST SIDE OF THE ROAD.
 DG3047'
 DG3047'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 DG3047'COUNTY ROAD 168 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS A
 DG3047'STANDARD DISK STAMPED 038-221 AZMK, SET IN THE TOP OF A 10 INCH
 DG3047'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3047'IT IS LOCATED 3.6 FEET SOUTHWEST OF A WITNESS POST, 103 FEET NORTH
 DG3047'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 DG3047'168 AND A DRIVEWAY WEST TO AN OLD HOUSE, AND 32 FEET NORTHEAST
 DG3047'OF THE CENTERLINE OF COUNTY ROAD 168.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1488 ***********************************************************************
 CM1488  DESIGNATION -  BV 039 200
 CM1488  PID         -  CM1488
 CM1488  STATE/COUNTY-  GA/CRAWFORD
 CM1488  USGS QUAD   -  ROBERTA (1985)
 CM1488
 CM1488                         *CURRENT SURVEY CONTROL
 CM1488  ___________________________________________________________________
 CM1488* NAD 83(1994)-  32 39 33.63483(N)    084 02 58.89088(W)     ADJUSTED  
 CM1488* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 CM1488  ___________________________________________________________________
 CM1488  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CM1488  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CM1488
 CM1488  HORZ ORDER  -  SECOND
 CM1488
 CM1488.The horizontal coordinates were established by classical geodetic methods
 CM1488.and adjusted by the National Geodetic Survey in September 1997..
 CM1488
 CM1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1488
 CM1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1488
 CM1488.The geoid height was determined by GEOID03.
 CM1488
 CM1488;                    North         East     Units Scale Factor Converg.
 CM1488;SPC GA W     -   294,831.856   710,972.388   MT  0.99990148   +0 03 47.2
 CM1488;SPC GA W     -   967,294.18  2,332,581.91   sFT  0.99990148   +0 03 47.2
 CM1488;UTM  16      - 3,617,369.355   776,711.176   MT  1.00054427   +1 35 35.3
 CM1488;UTM  17      - 3,617,633.080   213,963.914   MT  1.00060900   -1 38 48.7
 CM1488
 CM1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1488!SPC GA W     -   0.99998279  x   0.99990148  =   0.99988427
 CM1488!UTM  16      -   0.99998279  x   1.00054427  =   1.00052705
 CM1488!UTM  17      -   0.99998279  x   1.00060900  =   1.00059178
 CM1488
 CM1488:                Primary Azimuth Mark                     Grid Az
 CM1488:SPC GA W     -  ROBERTA PUB SERV TEL MICROWAVE           048 36 01.8
 CM1488:UTM  16      -  ROBERTA PUB SERV TEL MICROWAVE           047 04 13.7
 CM1488:UTM  17      -  ROBERTA PUB SERV TEL MICROWAVE           050 18 37.7
 CM1488
 CM1488|---------------------------------------------------------------------|
 CM1488| PID    Reference Object                     Distance      Geod. Az  |
 CM1488|                                                           dddmmss.s |
 CM1488| CL2743 ROBERTA PUB SERV TEL MICROWAVE      APPROX. 9.9 KM 0483949.0 |
 CM1488| CL2734 FORT VALLEY CABLE TV MAST           APPROX.14.7 KM 1312937.1 |
 CM1488| CY8396 BV 039 200 AZ MK                                   2091614.8 |
 CM1488|---------------------------------------------------------------------|
 CM1488
 CM1488                          SUPERSEDED SURVEY CONTROL
 CM1488
 CM1488  NAD 83(1986)-  32 39 33.63982(N)    084 02 58.88970(W) AD(       ) 2
 CM1488  NAD 27      -  32 39 33.12522(N)    084 02 59.22252(W) AD(       ) 2
 CM1488  NGVD 29 (07/19/86)  136.3    (m)          447.     (f) VERT ANG       
 CM1488
 CM1488.Superseded values are not recommended for survey control.
 CM1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1488.See file dsdata.txt to determine how the superseded data were derived.
 CM1488
 CM1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7671117369(NAD 83)
 CM1488_MARKER: DD = SURVEY DISK
 CM1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1488
 CM1488  HISTORY     - Date     Condition        Report By
 CM1488  HISTORY     - 1974     MONUMENTED       GADT
 CM1488
 CM1488                          STATION DESCRIPTION
 CM1488
 CM1488'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1488'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES SOUTHWEST OF
 CM1488'ROBERTA, 12.0 MILES NORTHWEST OF FORT VALLEY, AND 7-1/4 MILES
 CM1488'NORTHEAST OF REYNOLDS ON THE PROPERTY OF J. T. MATTHEWS.
 CM1488'
 CM1488'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341,
 CM1488'STATE ROUTE 7, STATE ROUTE 96, AND STATE ROUTE 49 IN FORT VALLEY,
 CM1488'TRAVEL NORTHWEST ON U.S. HIGHWAY 341 (STATE ROUTE 7) FOR 6.7
 CM1488'MILES TO THE JUNCTION OF COUNTY ROAD 55 CROSSING.  CONTINUE AHEAD
 CM1488'ON U.S. HIGHWAY 341 FOR 2.85 MILES TO THE BEAVER CREEK
 CM1488'BRIDGE.  CONTINUE AHEAD ON U.S. HIGHWAY 341 FOR 0.4 MILE TO THE
 CM1488'JUNCTION OF COUNTY ROAD 90660 TO THE LEFT.  TURN LEFT, GOING
 CM1488'WEST ON COUNTY ROAD 90660 FOR 0.95 MILE TO THE JUNCTION OF
 CM1488'COUNTY ROAD 91435 CROSSING.  CONTINUE AHEAD ON COUNTY ROAD 90660
 CM1488'FOR 2.75 MILES TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT
 CM1488'AND THE AZIMUTH MARK ON THE LEFT, LOCATED ON AN 8 FOOT CUT
 CM1488'BANK.  TURN RIGHT, TRAVELING IN A NORTH THEN EASTERLY
 CM1488'DIRECTION ALONG THE DRIVEWAY FOR 0.45 MILE TO THE EASTERNMOST
 CM1488'END OF A PEACH PACKING SHED AND THE STATION LOCATED AT THE
 CM1488'END OF A CONCRETE PLATFORM.
 CM1488'
 CM1488'THE STATION IS A STANDARD BRASS DISK STAMPED 039-200, SET IN
 CM1488'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1488'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1488'STAMPED 039-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1488'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1488'LOCATED 5.0 FEET EAST OF THE EAST EDGE OF THE CONCRETE PLATFORM,
 CM1488'42.0 FEET NORTHEAST OF A POWER POLE LOCATED NEAR THE SOUTHEAST
 CM1488'CORNER OF THE PEACH SHED, AND 42.2 FEET NORTHEAST OF A WITNESS
 CM1488'POST.
 CM1488'
 CM1488'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-200 AZMK, SET
 CM1488'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1488'THE SURFACE OF THE GROUND.  IT IS LOCATED 51.5 FEET SOUTHWEST OF
 CM1488'THE JUNCTION OF THE CENTERLINES OF COUNTY ROAD 90660 AND THE
 CM1488'DIRT DRIVE TO THE NORTH, 47.0 FEET SOUTH OF THE CENTERLINE OF
 CM1488'THE COUNTY ROAD, 78.5 FEET EAST OF A POWER POLE, 3.0 FEET EAST
 CM1488'OF A CONCRETE RIGHT OF WAY MARKER, AND 6.0 FEET NORTH OF A
 CM1488'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1491 ***********************************************************************
 CM1491  DESIGNATION -  BV 039 201
 CM1491  PID         -  CM1491
 CM1491  STATE/COUNTY-  GA/CRAWFORD
 CM1491  USGS QUAD   -  ROBERTA (1985)
 CM1491
 CM1491                         *CURRENT SURVEY CONTROL
 CM1491  ___________________________________________________________________
 CM1491* NAD 83(1994)-  32 41 27.58479(N)    084 03 58.60407(W)     ADJUSTED  
 CM1491* NAVD 88     -       147.2    (meters)     483.     (feet)  VERTCON   
 CM1491  ___________________________________________________________________
 CM1491  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CM1491  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CM1491
 CM1491  HORZ ORDER  -  SECOND
 CM1491
 CM1491.The horizontal coordinates were established by classical geodetic methods
 CM1491.and adjusted by the National Geodetic Survey in September 1997..
 CM1491
 CM1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1491
 CM1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1491
 CM1491.The geoid height was determined by GEOID03.
 CM1491
 CM1491;                    North         East     Units Scale Factor Converg.
 CM1491;SPC GA W     -   298,340.165   709,413.185   MT  0.99990109   +0 03 15.2
 CM1491;SPC GA W     -   978,804.36  2,327,466.42   sFT  0.99990109   +0 03 15.2
 CM1491;UTM  16      - 3,620,836.972   775,057.762   MT  1.00053302   +1 35 07.9
 CM1491;UTM  17      - 3,621,188.906   212,509.105   MT  1.00061928   -1 39 26.1
 CM1491
 CM1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1491!SPC GA W     -   0.99998107  x   0.99990109  =   0.99988216
 CM1491!UTM  16      -   0.99998107  x   1.00053302  =   1.00051408
 CM1491!UTM  17      -   0.99998107  x   1.00061928  =   1.00060034
 CM1491
 CM1491:                Primary Azimuth Mark                     Grid Az
 CM1491:SPC GA W     -  BV 039 201 AZ MK                         062 03 50.6
 CM1491:UTM  16      -  BV 039 201 AZ MK                         060 31 57.9
 CM1491:UTM  17      -  BV 039 201 AZ MK                         063 46 31.9
 CM1491
 CM1491|---------------------------------------------------------------------|
 CM1491| PID    Reference Object                     Distance      Geod. Az  |
 CM1491|                                                           dddmmss.s |
 CM1491| CY8397 BV 039 201 AZ MK                                   0620705.8 |
 CM1491|---------------------------------------------------------------------|
 CM1491
 CM1491                          SUPERSEDED SURVEY CONTROL
 CM1491
 CM1491  NAD 83(1986)-  32 41 27.58984(N)    084 03 58.60267(W) AD(       ) 2
 CM1491  NAD 27      -  32 41 27.08129(N)    084 03 58.92353(W) AD(       ) 2
 CM1491  NGVD 29 (07/19/86)  147.3    (m)          483.     (f) VERT ANG       
 CM1491
 CM1491.Superseded values are not recommended for survey control.
 CM1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1491.See file dsdata.txt to determine how the superseded data were derived.
 CM1491
 CM1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7505820837(NAD 83)
 CM1491_MARKER: DD = SURVEY DISK
 CM1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1491
 CM1491  HISTORY     - Date     Condition        Report By
 CM1491  HISTORY     - 1974     MONUMENTED       GADT
 CM1491
 CM1491                          STATION DESCRIPTION
 CM1491
 CM1491'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1491'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF
 CM1491'ROBERTA, 9-1/4 MILES NORTH-NORTHEAST OF REYNOLDS, AND 14-1/2 MILES
 CM1491'NORTHWEST OF FORT VALLEY ON STATE RIGHT OF WAY.
 CM1491'
 CM1491'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1491'(STATE ROUTE 7), STATE ROUTE 128 AND STATE ROUTE 42 IN ROBERTA,
 CM1491'TRAVEL SOUTHWEST ALONG STATE ROUTE 128 FOR 1.8 MILES TO THE
 CM1491'MATHEWS CREEK BRIDGE.  CONTINUE ALONG ON STATE ROUTE 128 FOR
 CM1491'1.25 MILES TO THE JUNCTION OF COUNTY ROAD 86 CROSSING.  CONTINUE
 CM1491'ALONG STATE ROUTE 128 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CM1491'RIGHT.  CONTINUE AHEAD ON STATE ROUTE 128 FOR 0.5 MILE TO THE
 CM1491'STATION ON THE RIGHT.
 CM1491'
 CM1491'THE STATION IS A STANDARD BRASS DISK STAMPED 039-201, SET IN
 CM1491'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1491'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1491'STAMPED 039-201, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1491'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1491'LOCATED 44.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 102.0
 CM1491'FEET WEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM1491'STATE ROUTE 128 AND THE NORTH END OF THE CIRCULAR DRIVE TO A
 CM1491'CITGO SERVICE STATION, 119.0 FEET NORTHEAST OF THE POINT OF
 CM1491'INTERSECTION OF THE CENTERLINES OF THE SOUTH END OF THE
 CM1491'CIRCULAR DRIVE AND STATE ROUTE 128, 34.0 FEET SOUTH OF A 10
 CM1491'INCH PINE, 28.3 FEET EAST OF 6 FORKED 5 INCH OAK TREES, AND
 CM1491'4.7 FEET SOUTHEAST OF A WITNESS POST.
 CM1491'
 CM1491'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-201 AZMK, SET
 CM1491'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1491'SURFACE OF THE GROUND.  IT IS LOCATED 36.0 FEET NORTHEAST OF
 CM1491'THE CENTERLINE OF STATE ROUTE 128, 2.3 FEET SOUTHEAST OF A
 CM1491'WITNESS POST, AND 13.7 FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1492 ***********************************************************************
 CM1492  DESIGNATION -  BV 039 202
 CM1492  PID         -  CM1492
 CM1492  STATE/COUNTY-  GA/CRAWFORD
 CM1492  USGS QUAD   -  ROBERTA (1985)
 CM1492
 CM1492                         *CURRENT SURVEY CONTROL
 CM1492  ___________________________________________________________________
 CM1492* NAD 83(1994)-  32 41 48.17621(N)    084 03 12.70718(W)     ADJUSTED  
 CM1492* NAVD 88     -       157.5    (meters)     517.     (feet)  VERTCON   
 CM1492  ___________________________________________________________________
 CM1492  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CM1492  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CM1492
 CM1492  HORZ ORDER  -  SECOND
 CM1492
 CM1492.The horizontal coordinates were established by classical geodetic methods
 CM1492.and adjusted by the National Geodetic Survey in September 1997..
 CM1492
 CM1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1492
 CM1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1492
 CM1492.The geoid height was determined by GEOID03.
 CM1492
 CM1492;                    North         East     Units Scale Factor Converg.
 CM1492;SPC GA W     -   298,975.630   710,607.973   MT  0.99990139   +0 03 40.0
 CM1492;SPC GA W     -   980,889.21  2,331,386.32   sFT  0.99990139   +0 03 40.0
 CM1492;UTM  16      - 3,621,504.565   776,235.890   MT  1.00054103   +1 35 33.6
 CM1492;UTM  17      - 3,621,788.828   213,723.206   MT  1.00061069   -1 39 02.2
 CM1492
 CM1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1492!SPC GA W     -   0.99997946  x   0.99990139  =   0.99988085
 CM1492!UTM  16      -   0.99997946  x   1.00054103  =   1.00052047
 CM1492!UTM  17      -   0.99997946  x   1.00061069  =   1.00059013
 CM1492
 CM1492:                Primary Azimuth Mark                     Grid Az
 CM1492:SPC GA W     -  ROBERTA PUB SERV TEL MICROWAVE           072 52 47.6
 CM1492:UTM  16      -  ROBERTA PUB SERV TEL MICROWAVE           071 20 54.0
 CM1492:UTM  17      -  ROBERTA PUB SERV TEL MICROWAVE           074 35 29.8
 CM1492
 CM1492|---------------------------------------------------------------------|
 CM1492| PID    Reference Object                     Distance      Geod. Az  |
 CM1492|                                                           dddmmss.s |
 CM1492| CL2743 ROBERTA PUB SERV TEL MICROWAVE      APPROX. 8.1 KM 0725627.6 |
 CM1492| CY8397 BV 039 201 AZ MK                                   2415634.4 |
 CM1492| CM1491 BV 039 201                          APPROX. 1.4 KM 2420315.2 |
 CM1492|---------------------------------------------------------------------|
 CM1492
 CM1492                          SUPERSEDED SURVEY CONTROL
 CM1492
 CM1492  NAD 83(1986)-  32 41 48.18128(N)    084 03 12.70573(W) AD(       ) 2
 CM1492  NAD 27      -  32 41 47.67349(N)    084 03 13.02725(W) AD(       ) 2
 CM1492  NGVD 29 (07/19/86)  157.6    (m)          517.     (f) VERT ANG       
 CM1492
 CM1492.Superseded values are not recommended for survey control.
 CM1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1492.See file dsdata.txt to determine how the superseded data were derived.
 CM1492
 CM1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7623621505(NAD 83)
 CM1492_MARKER: DD = SURVEY DISK
 CM1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1492
 CM1492  HISTORY     - Date     Condition        Report By
 CM1492  HISTORY     - 1974     MONUMENTED       GADT
 CM1492
 CM1492                          STATION DESCRIPTION
 CM1492
 CM1492'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1492'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 CM1492'ROBERTA, 13-1/2 MILES NORTHWEST OF FORT VALLEY, AND 10 MILES
 CM1492'NORTH OF REYNOLDS ON STATE RIGHT OF WAY.
 CM1492'
 CM1492'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1492'AND STATE ROUTE 128 IN ROBERTA, TRAVEL SOUTHWEST ALONG STATE
 CM1492'ROUTE 128 FOR 1.8 MILES TO A BRIDGE OVER MATHEWS CREEK.  CONTINUE
 CM1492'SOUTHWEST ALONG STATE ROUTE 128 FOR 1.15 MILE TO THE STATION
 CM1492'ON THE RIGHT.
 CM1492'
 CM1492'THE STATION IS A STANDARD BRASS DISK STAMPED 039-202, SET IN
 CM1492'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1492'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1492'STAMPED 039-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1492'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1492'LOCATED 37 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 128,
 CM1492'68 FEET WEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CM1492'OF COUNTY ROAD 86 AND STATE ROUTE 128, AND 3.7 FEET SOUTHEAST
 CM1492'OF A WITNESS POST.
 CM1492'
 CM1492'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 CM1492'039-201 (GADT) OR BV 039-201 AZMK (GADT) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1538 ***********************************************************************
 CM1538  DESIGNATION -  BV 039 203
 CM1538  PID         -  CM1538
 CM1538  STATE/COUNTY-  GA/CRAWFORD
 CM1538  USGS QUAD   -  FICKLING MILL (1981)
 CM1538
 CM1538                         *CURRENT SURVEY CONTROL
 CM1538  ___________________________________________________________________
 CM1538* NAD 83(1994)-  32 42 34.76657(N)    084 09 19.49791(W)     ADJUSTED  
 CM1538* NAVD 88     -       170.2    (meters)     558.     (feet)  VERTCON   
 CM1538  ___________________________________________________________________
 CM1538  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CM1538  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CM1538
 CM1538  HORZ ORDER  -  SECOND
 CM1538
 CM1538.The horizontal coordinates were established by classical geodetic methods
 CM1538.and adjusted by the National Geodetic Survey in September 1997..
 CM1538
 CM1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1538
 CM1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1538
 CM1538.The geoid height was determined by GEOID03.
 CM1538
 CM1538;                    North         East     Units Scale Factor Converg.
 CM1538;SPC GA W     -   300,405.116   701,054.728   MT  0.99990001   +0 00 21.9
 CM1538;SPC GA W     -   985,579.12  2,300,043.72   sFT  0.99990001   +0 00 21.9
 CM1538;UTM  16      - 3,622,678.884   766,642.014   MT  1.00047678   +1 32 17.1
 CM1538
 CM1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1538!SPC GA W     -   0.99997747  x   0.99990001  =   0.99987748
 CM1538!UTM  16      -   0.99997747  x   1.00047678  =   1.00045424
 CM1538
 CM1538:                Primary Azimuth Mark                     Grid Az
 CM1538:SPC GA W     -  BYRD                                     156 12 52.7
 CM1538:UTM  16      -  BYRD                                     154 40 57.5
 CM1538
 CM1538|---------------------------------------------------------------------|
 CM1538| PID    Reference Object                     Distance      Geod. Az  |
 CM1538|                                                           dddmmss.s |
 CM1538| CM1536 BYRD                                APPROX. 6.4 KM 1561314.6 |
 CM1538| CY8398 BV 039 203 AZ MK                                   2233635.8 |
 CM1538|---------------------------------------------------------------------|
 CM1538
 CM1538                          SUPERSEDED SURVEY CONTROL
 CM1538
 CM1538  NAD 83(1986)-  32 42 34.77166(N)    084 09 19.49658(W) AD(       ) 2
 CM1538  NAD 27      -  32 42 34.26633(N)    084 09 19.80836(W) AD(       ) 2
 CM1538  NGVD 29 (07/19/86)  170.3    (m)          559.     (f) VERT ANG       
 CM1538
 CM1538.Superseded values are not recommended for survey control.
 CM1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1538.See file dsdata.txt to determine how the superseded data were derived.
 CM1538
 CM1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6664222679(NAD 83)
 CM1538_MARKER: DD = SURVEY DISK
 CM1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1538
 CM1538  HISTORY     - Date     Condition        Report By
 CM1538  HISTORY     - 1974     MONUMENTED       GADT
 CM1538
 CM1538                          STATION DESCRIPTION
 CM1538
 CM1538'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1538'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES WEST OF ROBERTA,
 CM1538'11-1/2 MILES NORTHEAST OF BUTLER, AND 11 MILES NORTH-NORTHWEST OF
 CM1538'REYNOLDS ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1538'
 CM1538'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 128 AND
 CM1538'U.S. HIGHWAY 341, LOCATED IN ROBERTA, TRAVEL SOUTHWESTERLY ALONG
 CM1538'STATE ROUTE 128 FOR 5.5 MILES TO THE JUNCTION OF COUNTY ROAD 88 TO
 CM1538'THE RIGHT.  TURN RIGHT, TRAVELING NORTHWESTERLY ALONG COUNTY ROAD
 CM1538'88 FOR 1.4 MILES TO ITS TERMINATION AT THE CROSSING OF COUNTY
 CM1538'ROAD 89.  TURN LEFT, TRAVELING WEST ALONG COUNTY ROAD 89 FOR 1.1
 CM1538'MILES TO ITS TERMINATION AT THE CROSSING OF COUNTY ROAD 92.
 CM1538'TURN LEFT, TRAVELING SOUTHWESTERLY ALONG COUNTY ROAD 92 FOR 3.8
 CM1538'MILES TO THE JUNCTION OF COUNTY ROAD 94 TO THE RIGHT.  TURN
 CM1538'RIGHT, TRAVELING NORTH ALONG COUNTY ROAD 94 FOR 1.6 MILES TO
 CM1538'ITS TERMINATION AT THE CROSSING OF COUNTY ROAD 95.  TURN RIGHT,
 CM1538'TRAVELING NORTHEASTERLY ON COUNTY ROAD 95 FOR 0.3 MILE TO THE
 CM1538'AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING
 CM1538'NORTHEASTERLY ON COUNTY ROAD 95 FOR 0.05 MILE TO THE JUNCTION OF A
 CM1538'LOGGING TRAIL TO THE RIGHT.  TURN RIGHT, TRAVELING EASTERLY ALONG
 CM1538'THE LOGGING TRAIL FOR 0.1 MILE TOWARD THE TOP OF A HILL CLEARED
 CM1538'OF TREES AND THE STATION ON THE RIGHT.
 CM1538'
 CM1538'THE STATION IS A STANDARD BRASS DISK STAMPED 039-203, SET IN THE
 CM1538'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1538'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1538'039-203, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 CM1538'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3.0 FEET
 CM1538'NORTHWEST OF A WITNESS POST AND 135 FEET SOUTHWEST OF THE
 CM1538'HIGHEST POINT OF THE HILL.
 CM1538'
 CM1538'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-203 AZMK, SET IN
 CM1538'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH ABOVE THE
 CM1538'SURFACE OF THE GROUND.  IT IS LOCATED 35.0 FEET SOUTHEAST OF THE
 CM1538'CENTERLINE OF THE COUNTY ROAD, 4.8 FEET SOUTHEAST OF A WITNESS
 CM1538'POST, AND 105.0 FEET EAST OF AN 8 INCH OAK TREE ON THE NORTHWEST
 CM1538'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1497 ***********************************************************************
 CM1497  DESIGNATION -  BV 039 204
 CM1497  PID         -  CM1497
 CM1497  STATE/COUNTY-  GA/CRAWFORD
 CM1497  USGS QUAD   -  ROBERTA (1985)
 CM1497
 CM1497                         *CURRENT SURVEY CONTROL
 CM1497  ___________________________________________________________________
 CM1497* NAD 83(1994)-  32 41 18.09066(N)    084 07 14.85179(W)     ADJUSTED  
 CM1497* NAVD 88     -       125.     (meters)     410.     (feet)  VERTCON   
 CM1497  ___________________________________________________________________
 CM1497  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CM1497  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CM1497
 CM1497  HORZ ORDER  -  SECOND
 CM1497
 CM1497.The horizontal coordinates were established by classical geodetic methods
 CM1497.and adjusted by the National Geodetic Survey in September 1997..
 CM1497
 CM1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1497
 CM1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1497
 CM1497.The geoid height was determined by GEOID03.
 CM1497
 CM1497;                    North         East     Units Scale Factor Converg.
 CM1497;SPC GA W     -   298,044.201   704,301.698   MT  0.99990023   +0 01 29.2
 CM1497;SPC GA W     -   977,833.35  2,310,696.49   sFT  0.99990023   +0 01 29.2
 CM1497;UTM  16      - 3,620,404.260   769,952.870   MT  1.00049870   +1 33 21.3
 CM1497
 CM1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1497!SPC GA W     -   0.99998458  x   0.99990023  =   0.99988481
 CM1497!UTM  16      -   0.99998458  x   1.00049870  =   1.00048327
 CM1497
 CM1497:                Primary Azimuth Mark                     Grid Az
 CM1497:SPC GA W     -  BV 039 204 AZ MK                         196 23 14.3
 CM1497:UTM  16      -  BV 039 204 AZ MK                         194 51 22.2
 CM1497
 CM1497|---------------------------------------------------------------------|
 CM1497| PID    Reference Object                     Distance      Geod. Az  |
 CM1497|                                                           dddmmss.s |
 CM1497| CY8399 BV 039 204 AZ MK                                   1962443.5 |
 CM1497| CM1496 BV 039 204 GADT 1974 PTA              8.764 METERS 23044     |
 CM1497|---------------------------------------------------------------------|
 CM1497
 CM1497                          SUPERSEDED SURVEY CONTROL
 CM1497
 CM1497  NAD 83(1986)-  32 41 18.09569(N)    084 07 14.85046(W) AD(       ) 2
 CM1497  NAD 27      -  32 41 17.58691(N)    084 07 15.16606(W) AD(       ) 2
 CM1497  NGVD 29 (07/19/86)  125.     (m)          410.     (f) VERT ANG       
 CM1497
 CM1497.Superseded values are not recommended for survey control.
 CM1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1497.See file dsdata.txt to determine how the superseded data were derived.
 CM1497
 CM1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6995320404(NAD 83)
 CM1497_MARKER: DD = SURVEY DISK
 CM1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1497
 CM1497  HISTORY     - Date     Condition        Report By
 CM1497  HISTORY     - 1974     MONUMENTED       GADT
 CM1497
 CM1497                          STATION DESCRIPTION
 CM1497
 CM1497'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1497'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES WEST-SOUTHWEST
 CM1497'OF ROBERTA, 9 MILES NORTH OF REYNOLDS, AND 11-1/4 MILES NORTHEAST
 CM1497'OF BUTLER ON THE PROPERTY OF MR. JACK CAUSEY, ROUTE 1, MUSELLA.
 CM1497'
 CM1497'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1497'AND STATE ROUTE 128 IN ROBERTA, TRAVEL SOUTHWEST ALONG STATE
 CM1497'ROUTE 128 FOR 5.5 MILES TO THE INTERSECTION OF STATE ROUTE 128
 CM1497'AND COUNTY ROAD 88 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHWEST
 CM1497'ALONG COUNTY ROAD 88 FOR 1.4 MILES TO ITS TERMINATION AT THE
 CM1497'INTERSECTION OF COUNTY ROAD 89 CROSSING.  TURN LEFT ON COUNTY
 CM1497'ROAD 89, GOING EASTERLY FOR 1.1 MILES TO THE INTERSECTION OF
 CM1497'COUNTY ROAD 92 CROSSING.  TURN LEFT ON COUNTY ROAD 92, GOING
 CM1497'SOUTHEASTERLY FOR 0.7 MILE TO THE INTERSECTION OF DIRT
 CM1497'DRIVEWAYS TO THE LEFT AND RIGHT.  TURN RIGHT ON THE DIRT DRIVE
 CM1497'TO THE RIGHT, GOING NORTHERLY AND TURNING EASTERLY AT A
 CM1497'TREE LINE FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CM1497'
 CM1497'THE STATION IS A STANDARD BRASS DISK STAMPED 039-204, SET IN
 CM1497'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1497'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1497'STAMPED 039-204, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1497'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1497'LOCATED 69.0 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY,
 CM1497'4 FEET SOUTH OF A WITNESS POST, 40 FEET SOUTH OF A 16 INCH PINE
 CM1497'TREE, 56 FEET SOUTHWEST OF A 20 INCH OAK TREE, AND 57.0 FEET
 CM1497'NORTHWEST OF A 10 INCH PINE TREE.
 CM1497'
 CM1497'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE DRIVEWAYS
 CM1497'AND THE COUNTY ROAD, TURN LEFT GOING SOUTHERLY ALONG THE
 CM1497'DRIVEWAY AND FIELD ROAD FOR 0.1 MILE TO AN OLD FENCELINE AND THE
 CM1497'MARK ON THE RIGHT.  IT IS A STANDARD BRASS DISK STAMPED 039-204
 CM1497'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM1497'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ON A WOODS LINE,
 CM1497'1.5 FEET EAST OF A WITNESS POST, 61 FEET SOUTHEAST OF A 26 INCH
 CM1497'PINE TREE, 88 FEET SOUTHWEST OF A 16 INCH FORKED OAK, AND 148
 CM1497'FEET WEST OF THE CENTERLINE OF THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1466 ***********************************************************************
 CM1466  DESIGNATION -  BV 039 205
 CM1466  PID         -  CM1466
 CM1466  STATE/COUNTY-  GA/CRAWFORD
 CM1466  USGS QUAD   -  CULLODEN (1974)
 CM1466
 CM1466                         *CURRENT SURVEY CONTROL
 CM1466  ___________________________________________________________________
 CM1466* NAD 83(1994)-  32 45 36.49653(N)    084 06 54.63007(W)     ADJUSTED  
 CM1466* NAVD 88     -       138.     (meters)     453.     (feet)  VERTCON   
 CM1466  ___________________________________________________________________
 CM1466  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CM1466  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CM1466
 CM1466  HORZ ORDER  -  SECOND
 CM1466
 CM1466.The horizontal coordinates were established by classical geodetic methods
 CM1466.and adjusted by the National Geodetic Survey in September 1997..
 CM1466
 CM1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1466
 CM1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1466
 CM1466.The geoid height was determined by GEOID03.
 CM1466
 CM1466;                    North         East     Units Scale Factor Converg.
 CM1466;SPC GA W     -   306,003.953   704,824.556   MT  0.99990029   +0 01 40.3
 CM1466;SPC GA W     - 1,003,947.97  2,312,411.90   sFT  0.99990029   +0 01 40.3
 CM1466;UTM  16      - 3,628,379.928   770,262.833   MT  1.00050075   +1 33 43.2
 CM1466
 CM1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1466!SPC GA W     -   0.99998255  x   0.99990029  =   0.99988284
 CM1466!UTM  16      -   0.99998255  x   1.00050075  =   1.00048329
 CM1466
 CM1466:                Primary Azimuth Mark                     Grid Az
 CM1466:SPC GA W     -  BV 039 205 AZ MK                         254 06 49.4
 CM1466:UTM  16      -  BV 039 205 AZ MK                         252 34 46.5
 CM1466
 CM1466|---------------------------------------------------------------------|
 CM1466| PID    Reference Object                     Distance      Geod. Az  |
 CM1466|                                                           dddmmss.s |
 CM1466| CY8400 BV 039 205 AZ MK                                   2540829.7 |
 CM1466| CM1465 BV 039 205 GADT 1974 PTA             29.436 METERS 26611     |
 CM1466|---------------------------------------------------------------------|
 CM1466
 CM1466                          SUPERSEDED SURVEY CONTROL
 CM1466
 CM1466  NAD 83(1986)-  32 45 36.50181(N)    084 06 54.62854(W) AD(       ) 2
 CM1466  NAD 27      -  32 45 36.00273(N)    084 06 54.94302(W) AD(       ) 2
 CM1466  NGVD 29 (07/19/86)  138.     (m)          453.     (f) VERT ANG       
 CM1466
 CM1466.Superseded values are not recommended for survey control.
 CM1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1466.See file dsdata.txt to determine how the superseded data were derived.
 CM1466
 CM1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7026328380(NAD 83)
 CM1466_MARKER: DD = SURVEY DISK
 CM1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1466
 CM1466  HISTORY     - Date     Condition        Report By
 CM1466  HISTORY     - 1974     MONUMENTED       GADT
 CM1466
 CM1466                          STATION DESCRIPTION
 CM1466
 CM1466'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1466'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES WEST-NORTHWEST
 CM1466'OF ROBERTA, 7-1/2 MILES SOUTH OF CULLODEN, AND 15-3/4 MILES
 CM1466'NORTHEAST OF BUTLER ON STATE RIGHT OF WAY.
 CM1466'
 CM1466'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1466'AND 341 IN ROBERTA, GO WEST ALONG U.S. HIGHWAY 80 FOR 3.1 MILES
 CM1466'TO THE JUNCTION OF COUNTY ROAD 134 TO THE RIGHT.  CONTINUE WEST
 CM1466'FOR 3.55 MILES TO THE ULCOHATCHEE CREEK BRIDGE.  CONTINUE WEST
 CM1466'FOR 0.2 MILE TO THE STATION ON THE RIGHT, LOCATED IN FRONT OF A
 CM1466'SMALL BRICK STORE.
 CM1466'
 CM1466'THE STATION IS A STANDARD BRASS DISK STAMPED 039-205, SET IN THE
 CM1466'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1466'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1466'STAMPED 039-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1466'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1466'LOCATED 62.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80,
 CM1466'42.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STORE BUILDING,
 CM1466'76.0 FEET SOUTHEAST OF A 14 INCH PECAN TREE LOCATED ON
 CM1466'THE NORTHWEST SIDE OF A SEMI-CIRCULAR DRIVE IN FRONT OF THE
 CM1466'STORE, 191.0 FEET NORTHEAST OF THE POINT OF INTERSECTION
 CM1466'OF THE CENTERLINES OF THE WEST END OF THE SEMI-CIRCULAR
 CM1466'DRIVE AND U.S. HIGHWAY 80, AND 20.2 FEET EAST OF A WITNESS POST
 CM1466'LOCATED AT THE BASE OF A SHELL OIL COMPANY SIGN.
 CM1466'
 CM1466'TO REACH THE AZIMUTH MARK, CONTINUE WEST ALONG U.S. HIGHWAY 80
 CM1466'FOR 0.5 MILE TO THE MARK ON THE LEFT AND THE JUNCTION OF COUNTY
 CM1466'ROAD 100 TO THE RIGHT.  THE MARK IS LOCATED 58.0 FEET SOUTH OF
 CM1466'THE CENTERLINE OF U.S. HIGHWAY 80, 96.0 FEET SOUTHEAST OF THE
 CM1466'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 100 AND
 CM1466'U.S. HIGHWAY 80, 5.5 FEET SOUTH OF A POWER POLE, 5.4 FEET NORTH
 CM1466'OF A WITNESS POST, AND 5.9 FEET NORTH OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1467 ***********************************************************************
 CM1467  DESIGNATION -  BV 039 206
 CM1467  PID         -  CM1467
 CM1467  STATE/COUNTY-  GA/CRAWFORD
 CM1467  USGS QUAD   -  CULLODEN (1974)
 CM1467
 CM1467                         *CURRENT SURVEY CONTROL
 CM1467  ___________________________________________________________________
 CM1467* NAD 83(1994)-  32 46 56.14461(N)    084 03 33.78529(W)     ADJUSTED  
 CM1467* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 CM1467  ___________________________________________________________________
 CM1467  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CM1467  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CM1467
 CM1467  HORZ ORDER  -  SECOND
 CM1467
 CM1467.The horizontal coordinates were established by classical geodetic methods
 CM1467.and adjusted by the National Geodetic Survey in September 1997..
 CM1467
 CM1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1467
 CM1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1467
 CM1467.The geoid height was determined by GEOID03.
 CM1467
 CM1467;                    North         East     Units Scale Factor Converg.
 CM1467;SPC GA W     -   308,461.241   710,049.386   MT  0.99990124   +0 03 29.1
 CM1467;SPC GA W     - 1,012,009.92  2,329,553.69   sFT  0.99990124   +0 03 29.1
 CM1467;UTM  16      - 3,630,977.863   775,423.165   MT  1.00053548   +1 35 35.5
 CM1467;UTM  17      - 3,631,293.649   213,448.347   MT  1.00061261   -1 39 27.5
 CM1467
 CM1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1467!SPC GA W     -   0.99997814  x   0.99990124  =   0.99987938
 CM1467!UTM  16      -   0.99997814  x   1.00053548  =   1.00051361
 CM1467!UTM  17      -   0.99997814  x   1.00061261  =   1.00059074
 CM1467
 CM1467:                Primary Azimuth Mark                     Grid Az
 CM1467:SPC GA W     -  BV 039 206 AZ MK                         127 58 53.7
 CM1467:UTM  16      -  BV 039 206 AZ MK                         126 26 47.3
 CM1467:UTM  17      -  BV 039 206 AZ MK                         129 41 50.3
 CM1467
 CM1467|---------------------------------------------------------------------|
 CM1467| PID    Reference Object                     Distance      Geod. Az  |
 CM1467|                                                           dddmmss.s |
 CM1467| CY8401 BV 039 206 AZ MK                                   1280222.8 |
 CM1467|---------------------------------------------------------------------|
 CM1467
 CM1467                          SUPERSEDED SURVEY CONTROL
 CM1467
 CM1467  NAD 83(1986)-  32 46 56.14988(N)    084 03 33.78372(W) AD(       ) 2
 CM1467  NAD 27      -  32 46 55.65276(N)    084 03 34.10335(W) AD(       ) 2
 CM1467  NGVD 29 (07/19/86)  166.1    (m)          545.     (f) VERT ANG       
 CM1467
 CM1467.Superseded values are not recommended for survey control.
 CM1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1467.See file dsdata.txt to determine how the superseded data were derived.
 CM1467
 CM1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7542330978(NAD 83)
 CM1467_MARKER: DD = SURVEY DISK
 CM1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1467
 CM1467  HISTORY     - Date     Condition        Report By
 CM1467  HISTORY     - 1974     MONUMENTED       GADT
 CM1467
 CM1467                          STATION DESCRIPTION
 CM1467
 CM1467'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1467'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHWEST OF ROBERTA,
 CM1467'6 MILES SOUTH-SOUTHEAST OF CULLODEN, AND 10-1/4 MILES SOUTHEAST
 CM1467'OF YATESVILLE, ON THE PROPERTY OF MR. ARTHUR WILDER.
 CM1467'
 CM1467'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1467'AND U.S. HIGHWAY 341, LOCATED IN ROBERTA, TRAVEL NORTH ALONG
 CM1467'U.S. HIGHWAY 341 FOR 5.05 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1467'90769 CROSSING.  TURN LEFT, TRAVELING WESTERLY ALONG COUNTY ROAD
 CM1467'90769 FOR 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM1467'TRAVELING WESTERLY ALONG COUNTY ROAD 90769 FOR 0.05 MILE TO THE
 CM1467'JUNCTION OF A DRIVEWAY TO THE RIGHT.  TURN RIGHT, TRAVELING
 CM1467'NORTH ALONG THE DRIVEWAY FOR APPROXIMATELY 250 FEET TO A GATE.
 CM1467'ENTER THROUGH THE GATE, TRAVELING NORTH ON THE DRIVEWAY FOR
 CM1467'0.05 MILE TO A 24 INCH OAK TREE ON THE LEFT AND A HOUSE.  TURN
 CM1467'LEFT, PASSING THE OAK TREE AND A POWER POLE ON THE RIGHT,
 CM1467'TRAVELING WESTERLY FOR APPROXIMATELY 400 FEET THROUGH A
 CM1467'FIELD.  TURN RIGHT, TRAVELING NORTHERLY FOR 0.1 MILE PASSING
 CM1467'OVER A DOWNED FENCELINE TO A 24 INCH OAK TREE AND THE STATION.
 CM1467'
 CM1467'THE STATION IS A STANDARD BRASS DISK STAMPED 039-206, SET IN
 CM1467'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM1467'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1467'STAMPED 039-206, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1467'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1467'LOCATED 9.0 FEET SOUTHEAST OF A WITNESS POST SET AT THE OAK TREE,
 CM1467'10.0 FEET SOUTHEAST OF THE OAK TREE, AND 146.0 FEET
 CM1467'SOUTHWEST OF A 4 INCH TWIN PINE TREE.
 CM1467'
 CM1467'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-206 AZMK, SET
 CM1467'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1467'SURFACE OF THE GROUND.  IT IS LOCATED 38.5 FEET SOUTH OF THE
 CM1467'CENTERLINE OF THE ROADWAY, 3.0 FEET NORTH OF A WITNESS POST, 3.0
 CM1467'FEET NORTH OF A 3 INCH PINE TREE, 40.0 FEET NORTHEAST OF AN
 CM1467'8 INCH PINE TREE, AND 56.0 FEET WEST OF A GUY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1464 ***********************************************************************
 CM1464  DESIGNATION -  BV 039 207
 CM1464  PID         -  CM1464
 CM1464  STATE/COUNTY-  GA/CRAWFORD
 CM1464  USGS QUAD   -  CULLODEN (1974)
 CM1464
 CM1464                         *CURRENT SURVEY CONTROL
 CM1464  ___________________________________________________________________
 CM1464* NAD 83(1994)-  32 45 07.89493(N)    084 01 40.73783(W)     ADJUSTED  
 CM1464* NAVD 88     -       206.0    (meters)     676.     (feet)  VERTCON   
 CM1464  ___________________________________________________________________
 CM1464  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CM1464  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CM1464
 CM1464  HORZ ORDER  -  SECOND
 CM1464
 CM1464.The horizontal coordinates were established by classical geodetic methods
 CM1464.and adjusted by the National Geodetic Survey in September 1997..
 CM1464
 CM1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1464
 CM1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1464
 CM1464.The geoid height was determined by GEOID03.
 CM1464
 CM1464;                    North         East     Units Scale Factor Converg.
 CM1464;SPC GA W     -   305,130.287   712,995.274   MT  0.99990208   +0 04 30.1
 CM1464;SPC GA W     - 1,001,081.62  2,339,218.66   sFT  0.99990208   +0 04 30.1
 CM1464;UTM  16      - 3,627,724.898   778,459.150   MT  1.00055622   +1 36 32.1
 CM1464;UTM  17      - 3,627,873.628   216,295.222   MT  1.00059260   -1 38 21.3
 CM1464
 CM1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1464!SPC GA W     -   0.99997185  x   0.99990208  =   0.99987394
 CM1464!UTM  16      -   0.99997185  x   1.00055622  =   1.00052806
 CM1464!UTM  17      -   0.99997185  x   1.00059260  =   1.00056444
 CM1464
 CM1464:                Primary Azimuth Mark                     Grid Az
 CM1464:SPC GA W     -  BV 039 207 AZ MK                         264 43 53.2
 CM1464:UTM  16      -  BV 039 207 AZ MK                         263 11 51.2
 CM1464:UTM  17      -  BV 039 207 AZ MK                         266 26 44.6
 CM1464
 CM1464|---------------------------------------------------------------------|
 CM1464| PID    Reference Object                     Distance      Geod. Az  |
 CM1464|                                                           dddmmss.s |
 CM1464| CY8402 BV 039 207 AZ MK                                   2644823.3 |
 CM1464|---------------------------------------------------------------------|
 CM1464
 CM1464                          SUPERSEDED SURVEY CONTROL
 CM1464
 CM1464  NAD 83(1986)-  32 45 07.90018(N)    084 01 40.73631(W) AD(       ) 2
 CM1464  NAD 27      -  32 45 07.39979(N)    084 01 41.05922(W) AD(       ) 2
 CM1464  NGVD 29 (07/19/86)  206.1    (m)          676.     (f) VERT ANG       
 CM1464
 CM1464.Superseded values are not recommended for survey control.
 CM1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1464.See file dsdata.txt to determine how the superseded data were derived.
 CM1464
 CM1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7845927725(NAD 83)
 CM1464_MARKER: DD = SURVEY DISK
 CM1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1464
 CM1464  HISTORY     - Date     Condition        Report By
 CM1464  HISTORY     - 1974     MONUMENTED       GADT
 CM1464
 CM1464                          STATION DESCRIPTION
 CM1464
 CM1464'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1464'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHWEST OF
 CM1464'ROBERTA, 8-1/2 MILES SOUTHEAST OF CULLODEN, AND 16 MILES NORTHWEST
 CM1464'OF FORT VALLEY, ON THE PROPERTY OF CHARLES R. PERRY, ROBERTA.
 CM1464'
 CM1464'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 CM1464'ROUTE 7) AND U.S. HIGHWAY 80 (STATE ROUTE 22) IN ROBERTA, TRAVEL
 CM1464'NORTH ALONG U.S. HIGHWAY 341 FOR 2.45 MILES TO COUNTY ROAD 134
 CM1464'CROSSING.  TURN LEFT, TRAVELING WEST ALONG COUNTY ROAD 134 FOR
 CM1464'0.75 MILE TO A DIRT DRIVEWAY TO THE RIGHT, LEADING TO THE
 CM1464'PERRY RESIDENCE.  TURN RIGHT, TRAVELING NORTH ALONG THE DRIVEWAY
 CM1464'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CM1464'
 CM1464'THE STATION IS LOCATED 21.5 FEET WEST OF THE CENTERLINE OF
 CM1464'THE ROAD, 3.0 FEET WEST OF A WITNESS POST, 4.2 FEET WEST OF A
 CM1464'POWER POLE, 135.0 FEET SOUTHWEST OF A DOUBLE CEDAR TREE ON THE
 CM1464'EAST SIDE OF THE DIRT ROAD, AND 246.0 FEET NORTH OF A 12 INCH PINE
 CM1464'TREE.  IT IS A STANDARD BRASS DISK STAMPED 039-207, SET IN THE
 CM1464'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1464'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1464'039-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1464'0.74 METER BELOW THE SURFACE OF THE GROUND.
 CM1464'
 CM1464'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY AND
 CM1464'COUNTY ROAD 134, TRAVEL WEST ALONG COUNTY ROAD 134 FOR 0.1 MILE
 CM1464'TO A DRIVEWAY TO THE RIGHT.  TURN RIGHT, GOING NORTH ON THE
 CM1464'DRIVEWAY FOR ABOUT 200 FEET TO THE MARK ON THE LEFT, NEXT TO A
 CM1464'WOODSLINE.  THE MARK IS LOCATED 26.1 FEET NORTH OF THE CENTERLINE
 CM1464'OF COUNTY ROAD 134, 35.5 FEET NORTHEAST OF A 15 INCH PINE TREE
 CM1464'IN THE WOODS, 2.0 FEET EAST OF A WITNESS POST AND 20.5 FEET
 CM1464'SOUTH-SOUTHEAST OF A 6 INCH PINE TREE ON THE EDGE OF THE WOODS
 CM1464'LINE.  IT IS A STANDARD DISK STAMPED 039-207 AZMK, SET IN THE
 CM1464'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1464'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1472 ***********************************************************************
 CM1472  DESIGNATION -  BV 039 208
 CM1472  PID         -  CM1472
 CM1472  STATE/COUNTY-  GA/CRAWFORD
 CM1472  USGS QUAD   -  CULLODEN (1974)
 CM1472
 CM1472                         *CURRENT SURVEY CONTROL
 CM1472  ___________________________________________________________________
 CM1472* NAD 83(1994)-  32 49 27.49577(N)    084 06 44.28268(W)     ADJUSTED  
 CM1472* NAVD 88     -       186.1    (meters)     611.     (feet)  VERTCON   
 CM1472  ___________________________________________________________________
 CM1472  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CM1472  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CM1472
 CM1472  HORZ ORDER  -  SECOND
 CM1472
 CM1472.The horizontal coordinates were established by classical geodetic methods
 CM1472.and adjusted by the National Geodetic Survey in September 1997..
 CM1472
 CM1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1472
 CM1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1472
 CM1472.The geoid height was determined by GEOID03.
 CM1472
 CM1472;                    North         East     Units Scale Factor Converg.
 CM1472;SPC GA W     -   313,119.486   705,090.207   MT  0.99990032   +0 01 46.1
 CM1472;SPC GA W     - 1,027,292.85  2,313,283.45   sFT  0.99990032   +0 01 46.1
 CM1472;UTM  16      - 3,635,504.302   770,337.768   MT  1.00050124   +1 33 58.6
 CM1472
 CM1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1472!SPC GA W     -   0.99997499  x   0.99990032  =   0.99987532
 CM1472!UTM  16      -   0.99997499  x   1.00050124  =   1.00047622
 CM1472
 CM1472:                Primary Azimuth Mark                     Grid Az
 CM1472:SPC GA W     -  BV 039 208 AZ MK                         170 51 56.3
 CM1472:UTM  16      -  BV 039 208 AZ MK                         169 19 43.8
 CM1472
 CM1472|---------------------------------------------------------------------|
 CM1472| PID    Reference Object                     Distance      Geod. Az  |
 CM1472|                                                           dddmmss.s |
 CM1472| CY8403 BV 039 208 AZ MK                                   1705342.4 |
 CM1472|---------------------------------------------------------------------|
 CM1472
 CM1472                          SUPERSEDED SURVEY CONTROL
 CM1472
 CM1472  NAD 83(1986)-  32 49 27.50122(N)    084 06 44.28098(W) AD(       ) 2
 CM1472  NAD 27      -  32 49 27.01030(N)    084 06 44.59516(W) AD(       ) 2
 CM1472  NGVD 29 (07/19/86)  186.2    (m)          611.     (f) VERT ANG       
 CM1472
 CM1472.Superseded values are not recommended for survey control.
 CM1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1472.See file dsdata.txt to determine how the superseded data were derived.
 CM1472
 CM1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7033835504(NAD 83)
 CM1472_MARKER: DD = SURVEY DISK
 CM1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1472
 CM1472  HISTORY     - Date     Condition        Report By
 CM1472  HISTORY     - 1974     MONUMENTED       GADT
 CM1472
 CM1472                          STATION DESCRIPTION
 CM1472
 CM1472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1472'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTH-SOUTHEAST
 CM1472'OF YATESVILLE, 9-1/4 MILES NORTHWEST OF ROBERTA, AND 13-1/4
 CM1472'MILES SOUTHEAST OF THOMASTON, ON THE PROPERTY OF POLOFF
 CM1472'INTERPRISE, P.O. BOX 1177, CORPUS CHRISTY, TEXAS.  PERMISSION FOR
 CM1472'ENTERING PROPERTY CAN BE OBTAINED FROM MR. JOHNNY DAVIS, LIVING
 CM1472'IN THE VICINITY OF THE STATION.
 CM1472'
 CM1472'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 114
 CM1472'(COLLEGE STREET) AND COUNTY ROAD 206 (MAIN STREET), LOCATED IN
 CM1472'CULLODEN, TRAVEL SOUTHWESTERLY ALONG COUNTY ROAD 114 FOR 1.1
 CM1472'MILES TO A GEORGIA POWER COMPANY LINE CROSSING.  CONTINUE
 CM1472'TRAVELING SOUTHWESTERLY ALONG COUNTY ROAD 114, WHICH LATER
 CM1472'BECOMES CRAWFORD COUNTY ROAD 104, FOR 1.7 MILES TO THE JUNCTION
 CM1472'OF COUNTY ROAD 145 TO THE RIGHT.  CONTINUE TRAVELING
 CM1472'SOUTHEASTERLY ALONG COUNTY ROAD 104 FOR 1.0 MILE TO THE
 CM1472'JUNCTION OF COUNTY ROAD 105 TO THE LEFT AND THE STATION
 CM1472'LOCATED IN THE EAST QUADRANT OF THE JUNCTION.
 CM1472'
 CM1472'THE STATION IS A STANDARD BRASS DISK STAMPED 039-208, SET IN
 CM1472'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1472'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1472'STAMPED 039-208, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1472'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1472'LOCATED 42.0 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 CM1472'104, 25.0 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 CM1472'105, 44.0 FEET EAST OF THE POINT OF INTERSECTION OF THE
 CM1472'CENTERLINES OF THE TWO COUNTY ROADS, 5.0 FEET EAST OF THE
 CM1472'INTERSECTION OF TWO FENCELINES, AND 4.5 FEET EAST OF A WITNESS
 CM1472'POST.  IT IS ALSO 6.0 FEET NORTH OF A 3 FOOT HIGH UNDERGROUND
 CM1472'TELEPHONE CABLE PEDESTAL AND 59.0 FEET NORTH-NORTHEAST OF A 10
 CM1472'INCH PINE TREE ON THE SOUTHWEST SIDE OF THE ROAD.
 CM1472'
 CM1472'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1472'SOUTHERLY ALONG COUNTY ROAD 104 FOR 0.25 MILE TO THE JUNCTION OF
 CM1472'A FIELD ROAD TO THE LEFT.  TURN LEFT, TRAVELING EASTERLY FOR 0.05
 CM1472'MILE TO A METAL GATE AND THE MARK ON THE LEFT NEAR THE SOUTH END
 CM1472'OF A GRASS AIR STRIP.  IT IS A STANDARD DISK STAMPED 039-208
 CM1472'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM1472'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 58.5 FEET
 CM1472'NORTH-NORTHWEST OF THE NORTH METAL GATE POST, 2.2 FEET
 CM1472'SOUTH OF A WITNESS POST, 9.0 FEET SOUTHWEST OF THE
 CM1472'INTERSECTION OF TWO FENCELINES, 42.0 FEET EAST OF THE
 CM1472'INTERSECTION OF TWO FENCELINES AT THE END OF THE AIR STRIP, AND
 CM1472'184 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1469 ***********************************************************************
 CM1469  DESIGNATION -  BV 039 209
 CM1469  PID         -  CM1469
 CM1469  STATE/COUNTY-  GA/CRAWFORD
 CM1469  USGS QUAD   -  CULLODEN (1974)
 CM1469
 CM1469                         *CURRENT SURVEY CONTROL
 CM1469  ___________________________________________________________________
 CM1469* NAD 83(1994)-  32 48 02.93770(N)    084 00 31.06086(W)     ADJUSTED  
 CM1469* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 CM1469  ___________________________________________________________________
 CM1469  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CM1469  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CM1469
 CM1469  HORZ ORDER  -  SECOND
 CM1469
 CM1469.The horizontal coordinates were established by classical geodetic methods
 CM1469.and adjusted by the National Geodetic Survey in September 1997..
 CM1469
 CM1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1469
 CM1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1469
 CM1469.The geoid height was determined by GEOID03.
 CM1469
 CM1469;                    North         East     Units Scale Factor Converg.
 CM1469;SPC GA W     -   310,524.611   714,800.844   MT  0.99990270   +0 05 08.2
 CM1469;SPC GA W     - 1,018,779.49  2,345,142.44   sFT  0.99990270   +0 05 08.2
 CM1469;UTM  16      - 3,633,169.238   780,120.675   MT  1.00056766   +1 37 17.6
 CM1469;UTM  17      - 3,633,215.132   218,262.805   MT  1.00057886   -1 37 51.3
 CM1469
 CM1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1469!SPC GA W     -   0.99997455  x   0.99990270  =   0.99987725
 CM1469!UTM  16      -   0.99997455  x   1.00056766  =   1.00054219
 CM1469!UTM  17      -   0.99997455  x   1.00057886  =   1.00055339
 CM1469
 CM1469|---------------------------------------------------------------------|
 CM1469| PID    Reference Object                     Distance      Geod. Az  |
 CM1469|                                                           dddmmss.s |
 CM1469| CM1470 BV 039 209 GADT 1974 PTA             12.034 METERS 06440     |
 CM1469| CY8404 BV 039 209 AZ MK                                   2610513.2 |
 CM1469|---------------------------------------------------------------------|
 CM1469
 CM1469                          SUPERSEDED SURVEY CONTROL
 CM1469
 CM1469  NAD 83(1986)-  32 48 02.94297(N)    084 00 31.05922(W) AD(       ) 2
 CM1469  NAD 27      -  32 48 02.44842(N)    084 00 31.38397(W) AD(       ) 2
 CM1469  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 CM1469
 CM1469.Superseded values are not recommended for survey control.
 CM1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1469.See file dsdata.txt to determine how the superseded data were derived.
 CM1469
 CM1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB8012133169(NAD 83)
 CM1469_MARKER: DD = SURVEY DISK
 CM1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1469
 CM1469  HISTORY     - Date     Condition        Report By
 CM1469  HISTORY     - 1974     MONUMENTED       GADT
 CM1469
 CM1469                          STATION DESCRIPTION
 CM1469
 CM1469'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1469'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH OF ROBERTA,
 CM1469'6-3/4 MILES SOUTHEAST OF CULLODEN, AND 16-1/2 MILES SOUTH-SOUTHWEST
 CM1469'OF FORSYTH, ON THE PROPERTY OF MR. GERALD RAWLINS.
 CM1469'
 CM1469'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1469'AND U.S. HIGHWAY 341, LOCATED IN ROBERTA, TRAVEL NORTH ALONG
 CM1469'U.S. HIGHWAY 341 FOR 2.4 MILES TO THE CROSSING OF COUNTY ROAD
 CM1469'134.  CONTINUE TRAVELING NORTH ALONG U.S. HIGHWAY 341 FOR 2.6
 CM1469'MILES TO THE CROSSING OF COUNTY ROAD 90769.  TURN RIGHT,
 CM1469'TRAVELING NORTHEASTERLY ALONG COUNTY ROAD 90769 FOR 0.75 MILE TO
 CM1469'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING NORTHEASTERLY
 CM1469'ALONG COUNTY ROAD 90769 FOR 0.25 MILE TO THE STATION ON THE
 CM1469'RIGHT.
 CM1469'
 CM1469'THE STATION IS A STANDARD BRASS DISK STAMPED 039-209, SET IN
 CM1469'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1469'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1469'STAMPED 039-209, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1469'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1469'LOCATED 40.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 23.0
 CM1469'FEET NORTHEAST OF A 30 INCH OAK TREE, 23.5 FEET NORTHWEST OF A
 CM1469'WITNESS POST, 46.5 FEET WEST-NORTHWEST OF A 20 INCH OAK TREE,
 CM1469'AND 165 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CM1469'CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE RAWLINS
 CM1469'RESIDENCE.
 CM1469'
 CM1469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-209 AZMK, SET IN
 CM1469'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1469'SURFACE OF THE GROUND.  IT IS LOCATED 33.0 FEET SOUTH OF THE
 CM1469'CENTERLINE OF THE ROADWAY, 5.5 FEET SOUTHEAST OF A WITNESS POST,
 CM1469'16.3 FEET NORTHWEST OF A 12 INCH PINE TREE, AND 230.0 FEET WEST
 CM1469'OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2727 ***********************************************************************
 CL2727  CBN         -  This is a Cooperative Base Network Control Station.
 CL2727  DESIGNATION -  BV 039 210
 CL2727  PID         -  CL2727
 CL2727  STATE/COUNTY-  GA/CRAWFORD
 CL2727  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2727
 CL2727                         *CURRENT SURVEY CONTROL
 CL2727  ___________________________________________________________________
 CL2727* NAD 83(1994)-  32 33 03.19246(N)    083 59 03.01203(W)     ADJUSTED  
 CL2727* NAVD 88     -       163.0    (meters)     535.     (feet)  GPS OBS   
 CL2727  ___________________________________________________________________
 CL2727  X           -     564,004.117 (meters)                     COMP
 CL2727  Y           -  -5,351,916.415 (meters)                     COMP
 CL2727  Z           -   3,412,154.726 (meters)                     COMP
 CL2727  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CL2727  ELLIP HEIGHT-         136.65  (meters)          (03/09/95) GPS OBS
 CL2727  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CL2727
 CL2727  HORZ ORDER  -  B
 CL2727  ELLP ORDER  -  FIRST     CLASS I
 CL2727
 CL2727.The horizontal coordinates were established by GPS observations
 CL2727.and adjusted by the National Geodetic Survey in March 1995..
 CL2727
 CL2727.The orthometric height was determined by GPS observations and a
 CL2727.high-resolution geoid model.
 CL2727
 CL2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2727
 CL2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2727
 CL2727.The ellipsoidal height was determined by GPS observations
 CL2727.and is referenced to NAD 83.
 CL2727
 CL2727.The geoid height was determined by GEOID03.
 CL2727
 CL2727;                    North         East     Units Scale Factor Converg.
 CL2727;SPC GA W     -   282,814.183   717,139.079   MT  0.99990362   +0 05 53.5
 CL2727;SPC GA W     -   927,866.20  2,352,813.80   sFT  0.99990362   +0 05 53.5
 CL2727;UTM  17      - 3,605,428.631   219,773.774   MT  1.00056844   -1 36 24.0
 CL2727;UTM  16      - 3,605,512.497   783,200.391   MT  1.00058911   +1 37 25.5
 CL2727
 CL2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2727!SPC GA W     -   0.99997855  x   0.99990362  =   0.99988217
 CL2727!UTM  17      -   0.99997855  x   1.00056844  =   1.00054697
 CL2727!UTM  16      -   0.99997855  x   1.00058911  =   1.00056764
 CL2727
 CL2727:                Primary Azimuth Mark                     Grid Az
 CL2727:SPC GA W     -  FORT VALLEY CABLE TV MAST                064 30 25.0
 CL2727:UTM  17      -  FORT VALLEY CABLE TV MAST                066 12 42.5
 CL2727:UTM  16      -  FORT VALLEY CABLE TV MAST                062 58 53.0
 CL2727
 CL2727|---------------------------------------------------------------------|
 CL2727| PID    Reference Object                     Distance      Geod. Az  |
 CL2727|                                                           dddmmss.s |
 CL2727| CL2734 FORT VALLEY CABLE TV MAST           APPROX. 5.4 KM 0643618.5 |
 CL2727| CY7436 BV 039 210 AZ MK                                   2581243.9 |
 CL2727| CM1509 REYNOLDS FLINT EMC RAD TOWER        APPROX.10.4 KM 2750503.1 |
 CL2727| CM1510 REYNOLDS MUN TANK                   APPROX.10.1 KM 2753544.9 |
 CL2727|---------------------------------------------------------------------|
 CL2727
 CL2727                          SUPERSEDED SURVEY CONTROL
 CL2727
 CL2727  NAD 83(1986)-  32 33 03.19710(N)    083 59 03.01071(W) AD(       ) 2
 CL2727  NAD 27      -  32 33 02.66472(N)    083 59 03.33945(W) AD(       ) 2
 CL2727  NGVD 29 (07/19/86)  163.3    (m)          536.     (f) VERT ANG       
 CL2727
 CL2727.Superseded values are not recommended for survey control.
 CL2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2727.See file dsdata.txt to determine how the superseded data were derived.
 CL2727
 CL2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS1977405429(NAD 83)
 CL2727_MARKER: DD = SURVEY DISK
 CL2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2727_STAMPING: 039-210
 CL2727_MARK LOGO: GADT  
 CL2727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2727+STABILITY: SURFACE MOTION
 CL2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2727+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 CL2727
 CL2727  HISTORY     - Date     Condition        Report By
 CL2727  HISTORY     - 1974     MONUMENTED       GADT
 CL2727  HISTORY     - 19940207 GOOD             GADT
 CL2727
 CL2727                          STATION DESCRIPTION
 CL2727
 CL2727'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2727'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES WEST OF FORT
 CL2727'VALLEY, 6-1/2 MILES EAST OF REYNOLDS, AND 7 MILES NORTH-NORTHWEST
 CL2727'OF MARSHALLVILLE ON STATE RIGHT OF WAY.
 CL2727'
 CL2727'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341 AND
 CL2727'STATE ROUTES 96 AND 49, IN FORT VALLEY, TRAVEL WEST ALONG STATE
 CL2727'ROUTE 96 FOR 3.9 MILES TO THE CRAWFORD-PEACH COUNTY LINE.  CONTINUE
 CL2727'WEST ALONG STATE ROUTE 96 FOR 1.55 MILES TO A RAILROAD
 CL2727'CROSSING.  CONTINUE WEST ALONG STATE ROUTE 96 FOR 0.5 MILE TO THE
 CL2727'STATION ON THE LEFT.
 CL2727'
 CL2727'THE STATION IS A STANDARD BRASS DISK STAMPED 039-210, SET IN THE
 CL2727'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2727'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2727'039-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 CL2727'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 33 FEET
 CL2727'SOUTH OF THE CENTERLINE OF STATE ROUTE 96, 3 FEET NORTH OF A
 CL2727'WITNESS POST, 530 FEET EAST OF THE SOUTH END OF A 24 INCH CULVERT
 CL2727'UNDER THE HIGHWAY, AND 617 FEET EAST OF THE HIGHWAY MILEPOST 2.
 CL2727'
 CL2727'TO REACH THE AZIMUTH MARK, CONTINUE WEST ALONG STATE ROUTE 96
 CL2727'FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK
 CL2727'STAMPED 039-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2727'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 CL2727'50 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 96, 15.5 FEET
 CL2727'SOUTHEAST OF A 14 INCH PINE TREE, 1.8 FEET SOUTH OF A WITNESS
 CL2727'POST, AND 85 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2727'CENTERLINES OF THE HIGHWAY AND A FIELD ROAD TO THE SOUTH.
 CL2727
 CL2727                          STATION RECOVERY (1994)
 CL2727
 CL2727'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 CL2727'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) SOUTHWEST FROM MACON, 5.8
 CL2727'MI (9.3 KM) WEST FROM FORT VALLEY, 6.5 MI (10.5 KM) EAST FROM
 CL2727'REYNOLDS, AND 7 MI (11.3 KM) NORTH-NORTHWEST FROM MARSHALLVILLE.
 CL2727'--OWNERSHIP-- STATE RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 CL2727'INTERSECTION OF U.S. HIGHWAY 341 AND STATE HIGHWAYS 96 AND 49 IN FORT
 CL2727'VALLEY, GO WEST ON HIGHWAY 96 FOR 3.9 MI (6.3 KM) TO THE
 CL2727'CRAWFORD-PEACH COUNTY LINE, CONTINUE WEST ON HIGHWAY 96 FOR 1.55 MI
 CL2727'(2.49 KM) TO A RAILROAD CROSSING, CONTINUE WEST ON HIGHWAY 96 FOR 0.5
 CL2727'MI (0.8 KM) TO THE STATION ON THE LEFT. THE STATION IS FLUSH WITH THE
 CL2727'GROUND.  LOCATED 33 FT (10.1 M) SOUTH FROM THE CENTERLINE OF HIGHWAY
 CL2727'96, 530 FT (161.5 M) EAST FROM THE SOUTH END OF A 24-INCH CULVERT
 CL2727'UNDER THE HIGHWAY, 617 FT (188.1 M) EAST FROM HIGHWAY MILEPOST 2, AND
 CL2727'3 FT (0.9 M) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1490 ***********************************************************************
 CM1490  DESIGNATION -  BV 039 211
 CM1490  PID         -  CM1490
 CM1490  STATE/COUNTY-  GA/CRAWFORD
 CM1490  USGS QUAD   -  ROBERTA (1985)
 CM1490
 CM1490                         *CURRENT SURVEY CONTROL
 CM1490  ___________________________________________________________________
 CM1490* NAD 83(1994)-  32 40 04.50290(N)    084 00 05.81697(W)     ADJUSTED  
 CM1490* NAVD 88     -       139.     (meters)     456.     (feet)  VERTCON   
 CM1490  ___________________________________________________________________
 CM1490  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CM1490  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CM1490
 CM1490  HORZ ORDER  -  SECOND
 CM1490
 CM1490.The horizontal coordinates were established by classical geodetic methods
 CM1490.and adjusted by the National Geodetic Survey in September 1997..
 CM1490
 CM1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1490
 CM1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1490
 CM1490.The geoid height was determined by GEOID03.
 CM1490
 CM1490;                    North         East     Units Scale Factor Converg.
 CM1490;SPC GA W     -   295,788.647   715,480.516   MT  0.99990295   +0 05 20.7
 CM1490;SPC GA W     -   970,433.25  2,347,372.33   sFT  0.99990295   +0 05 20.7
 CM1490;UTM  16      - 3,618,446.897   781,195.092   MT  1.00057513   +1 37 10.2
 CM1490;UTM  17      - 3,618,455.474   218,501.721   MT  1.00057723   -1 37 16.5
 CM1490
 CM1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1490!SPC GA W     -   0.99998237  x   0.99990295  =   0.99988532
 CM1490!UTM  16      -   0.99998237  x   1.00057513  =   1.00055749
 CM1490!UTM  17      -   0.99998237  x   1.00057723  =   1.00055959
 CM1490
 CM1490|---------------------------------------------------------------------|
 CM1490| PID    Reference Object                     Distance      Geod. Az  |
 CM1490|                                                           dddmmss.s |
 CM1490| CM1489 BV 039 211 GADT 1974 PTA             21.351 METERS 12235     |
 CM1490| CY8405 BV 039 211 AZ MK                                   1345415.6 |
 CM1490| CL2740 ZENITH                              APPROX. 4.9 KM 1670320.2 |
 CM1490|---------------------------------------------------------------------|
 CM1490
 CM1490                          SUPERSEDED SURVEY CONTROL
 CM1490
 CM1490  NAD 83(1986)-  32 40 04.50777(N)    084 00 05.81563(W) AD(       ) 2
 CM1490  NAD 27      -  32 40 03.98775(N)    084 00 06.14589(W) AD(       ) 2
 CM1490  NGVD 29 (07/19/86)  139.     (m)          456.     (f) VERT ANG       
 CM1490
 CM1490.Superseded values are not recommended for survey control.
 CM1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1490.See file dsdata.txt to determine how the superseded data were derived.
 CM1490
 CM1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB8119518447(NAD 83)
 CM1490_MARKER: DD = SURVEY DISK
 CM1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1490
 CM1490  HISTORY     - Date     Condition        Report By
 CM1490  HISTORY     - 1974     MONUMENTED       GADT
 CM1490
 CM1490                          STATION DESCRIPTION
 CM1490
 CM1490'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1490'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTH-SOUTHEAST
 CM1490'OF ROBERTA, 9-1/4 MILES NORTHEAST OF REYNOLDS, AND 10-1/4 MILES
 CM1490'NORTHWEST OF FORT VALLEY, ON STATE RIGHT OF WAY.
 CM1490'
 CM1490'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 49,
 CM1490'STATE ROUTE 96, AND U.S. HIGHWAY 341, LOCATED IN FORT VALLEY,
 CM1490'TRAVEL NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 2.6 MILES TO THE
 CM1490'JUNCTION OF COUNTY ROAD 35 TO THE LEFT.  CONTINUE TRAVELING
 CM1490'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 6.0 MILES TO THE
 CM1490'JUNCTION OF COUNTY ROAD 71 TO THE RIGHT.  CONTINUE TRAVELING
 CM1490'NORTHWESTERLY ALONG THE HIGHWAY FOR 1.9 MILES TO THE AZIMUTH
 CM1490'MARK ON THE LEFT.  CONTINUE TRAVELING NORTHWESTERLY ALONG
 CM1490'U.S. HIGHWAY 341 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CM1490'
 CM1490'THE STATION IS A STANDARD BRASS DISK STAMPED 039-211, SET IN
 CM1490'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1490'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1490'STAMPED 039-211, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1490'APPROXIMATELY 29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1490'LOCATED 42.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY,
 CM1490'3.0 FEET NORTHEAST OF A WITNESS POST, 32.5 FEET NORTHWEST OF A
 CM1490'TELEPHONE POLE, AND 105.0 FEET SOUTH-SOUTHEAST OF A POWER
 CM1490'POLE.
 CM1490'
 CM1490'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-211 AZMK, SET IN
 CM1490'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1490'SURFACE OF THE GROUND.  IT IS LOCATED 49.0 FEET SOUTHWEST OF THE
 CM1490'CENTERLINE OF THE ROADWAY, 3.0 FEET NORTHEAST OF A WITNESS POST
 CM1490'SET ON A FENCELINE, 21.5 FEET WEST OF A POWER POLE, AND 205.0
 CM1490'FEET SOUTH OF A POWER POLE ON THE NORTHEAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2769 ***********************************************************************
 CL2769  DESIGNATION -  BV 039 212
 CL2769  PID         -  CL2769
 CL2769  STATE/COUNTY-  GA/CRAWFORD
 CL2769  USGS QUAD   -  MORAN (1974)
 CL2769
 CL2769                         *CURRENT SURVEY CONTROL
 CL2769  ___________________________________________________________________
 CL2769* NAD 83(1994)-  32 45 34.94211(N)    083 57 10.86907(W)     ADJUSTED  
 CL2769* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 CL2769  ___________________________________________________________________
 CL2769  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CL2769  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CL2769
 CL2769  HORZ ORDER  -  SECOND
 CL2769
 CL2769.The horizontal coordinates were established by classical geodetic methods
 CL2769.and adjusted by the National Geodetic Survey in September 1997..
 CL2769
 CL2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2769
 CL2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2769
 CL2769.The geoid height was determined by GEOID03.
 CL2769
 CL2769;                    North         East     Units Scale Factor Converg.
 CL2769;SPC GA W     -   305,975.095   720,018.008   MT  0.99990494   +0 06 56.2
 CL2769;SPC GA W     - 1,003,853.29  2,362,259.08   sFT  0.99990494   +0 06 56.2
 CL2769;UTM  17      - 3,628,508.375   223,344.769   MT  1.00054387   -1 35 56.2
 CL2769;UTM  16      - 3,628,758.112   785,461.488   MT  1.00060493   +1 38 59.6
 CL2769
 CL2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2769!SPC GA W     -   0.99997580  x   0.99990494  =   0.99988074
 CL2769!UTM  17      -   0.99997580  x   1.00054387  =   1.00051966
 CL2769!UTM  16      -   0.99997580  x   1.00060493  =   1.00058072
 CL2769
 CL2769:                Primary Azimuth Mark                     Grid Az
 CL2769:SPC GA W     -  ROBERTA PUB SERV TEL MICROWAVE           199 27 20.2
 CL2769:UTM  17      -  ROBERTA PUB SERV TEL MICROWAVE           201 10 12.6
 CL2769:UTM  16      -  ROBERTA PUB SERV TEL MICROWAVE           197 55 16.8
 CL2769
 CL2769|---------------------------------------------------------------------|
 CL2769| PID    Reference Object                     Distance      Geod. Az  |
 CL2769|                                                           dddmmss.s |
 CL2769| CL2743 ROBERTA PUB SERV TEL MICROWAVE      APPROX. 4.9 KM 1993416.4 |
 CL2769| CY7437 BV 039 212 AZ MK                                   2294825.5 |
 CL2769| CL2768 BV 039 212 GADT 1974 PTA             15.836 METERS 24523     |
 CL2769|---------------------------------------------------------------------|
 CL2769
 CL2769                          SUPERSEDED SURVEY CONTROL
 CL2769
 CL2769  NAD 83(1986)-  32 45 34.94716(N)    083 57 10.86750(W) AD(       ) 2
 CL2769  NAD 27      -  32 45 34.44513(N)    083 57 11.19736(W) AD(       ) 2
 CL2769  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 CL2769
 CL2769.Superseded values are not recommended for survey control.
 CL2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2769.See file dsdata.txt to determine how the superseded data were derived.
 CL2769
 CL2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2334528508(NAD 83)
 CL2769_MARKER: DD = SURVEY DISK
 CL2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2769
 CL2769  HISTORY     - Date     Condition        Report By
 CL2769  HISTORY     - 1974     MONUMENTED       GADT
 CL2769
 CL2769                          STATION DESCRIPTION
 CL2769
 CL2769'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2769'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTHEAST OF
 CL2769'ROBERTA, 11 MILES SOUTHEAST OF CULLODEN, AND 13-1/4 MILES NORTHWEST
 CL2769'OF BYRON, ON STATE RIGHT OF WAY.
 CL2769'
 CL2769'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND
 CL2769'341, IN ROBERTA, TRAVEL NORTHEASTERLY ALONG U.S. HIGHWAY 80 FOR 1.0
 CL2769'MILE TO THE JUNCTION OF STATE ROUTE 42 TO THE RIGHT.  CONTINUE
 CL2769'ALONG U.S. HIGHWAY 80 FOR 2.35 MILES TO THE JUNCTION OF COUNTY ROAD
 CL2769'92019 TO THE LEFT AND COUNTY ROAD 127 TO THE RIGHT.
 CL2769'CONTINUE ALONG U.S. HIGHWAY 80 FOR 0.35 MILE TO THE AZIMUTH
 CL2769'MARK ON THE LEFT, LOCATED ON A 20 FOOT CUT SLOPE.  CONTINUE
 CL2769'AHEAD FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD 8 TO THE RIGHT
 CL2769'AND THE STATION ON THE RIGHT.
 CL2769'
 CL2769'THE STATION IS A STANDARD BRASS DISK STAMPED 039-212, SET IN THE
 CL2769'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2769'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2769'039-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2769'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 63.0 FEET
 CL2769'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 80, 58.0 FEET
 CL2769'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 8, 36.0 FEET EAST OF A
 CL2769'POWER POLE, 2.0 FEET NORTHWEST OF A WITNESS POST LOCATED NEAR A
 CL2769'FENCE, AND 6.0 FEET NORTHWEST OF A CORNER FENCE POST.
 CL2769'
 CL2769'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-212 AZMK,
 CL2769'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2769'SURFACE OF THE GROUND.  IT IS LOCATED 62 FEET NORTHWEST OF THE
 CL2769'CENTERLINE OF THE HIGHWAY, 160 FEET NORTHEAST OF A POWER POLE, 104
 CL2769'FEET SOUTHWEST OF A POWER POLE, 20 FEET SOUTHWEST OF TRAVERSE
 CL2769'STATION 7B20A (G.G.S.), AND 3 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2739 ***********************************************************************
 CL2739  DESIGNATION -  BV 039 213
 CL2739  PID         -  CL2739
 CL2739  STATE/COUNTY-  GA/CRAWFORD
 CL2739  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2739
 CL2739                         *CURRENT SURVEY CONTROL
 CL2739  ___________________________________________________________________
 CL2739* NAD 83(1994)-  32 36 43.03391(N)    083 57 34.18949(W)     ADJUSTED  
 CL2739* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 CL2739  ___________________________________________________________________
 CL2739  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CL2739  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CL2739
 CL2739  HORZ ORDER  -  SECOND
 CL2739
 CL2739.The horizontal coordinates were established by classical geodetic methods
 CL2739.and adjusted by the National Geodetic Survey in September 1997..
 CL2739
 CL2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2739
 CL2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2739
 CL2739.The geoid height was determined by GEOID03.
 CL2739
 CL2739;                    North         East     Units Scale Factor Converg.
 CL2739;SPC GA W     -   289,589.921   719,443.043   MT  0.99990466   +0 06 42.0
 CL2739;SPC GA W     -   950,096.27  2,360,372.72   sFT  0.99990466   +0 06 42.0
 CL2739;UTM  17      - 3,612,137.159   222,280.112   MT  1.00055118   -1 35 45.7
 CL2739;UTM  16      - 3,612,351.952   785,324.466   MT  1.00060399   +1 38 23.2
 CL2739
 CL2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2739!SPC GA W     -   0.99997622  x   0.99990466  =   0.99988089
 CL2739!UTM  17      -   0.99997622  x   1.00055118  =   1.00052739
 CL2739!UTM  16      -   0.99997622  x   1.00060399  =   1.00058020
 CL2739
 CL2739:                Primary Azimuth Mark                     Grid Az
 CL2739:SPC GA W     -  BV 039 213 AZ MK                         091 21 26.2
 CL2739:UTM  17      -  BV 039 213 AZ MK                         093 03 53.9
 CL2739:UTM  16      -  BV 039 213 AZ MK                         089 49 45.0
 CL2739
 CL2739|---------------------------------------------------------------------|
 CL2739| PID    Reference Object                     Distance      Geod. Az  |
 CL2739|                                                           dddmmss.s |
 CL2739| CY7438 BV 039 213 AZ MK                                   0912808.2 |
 CL2739| CL2736 FORT VALLEY SOU BELL MICROWAVE      APPROX. 3.9 KM 1111950.0 |
 CL2739| CL2738 BV 039 213 GADT 1974 PTA             12.305 METERS 24110     |
 CL2739|---------------------------------------------------------------------|
 CL2739
 CL2739                          SUPERSEDED SURVEY CONTROL
 CL2739
 CL2739  NAD 83(1986)-  32 36 43.03860(N)    083 57 34.18795(W) AD(       ) 2
 CL2739  NAD 27      -  32 36 42.51217(N)    083 57 34.51117(W) AD(       ) 2
 CL2739  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 CL2739
 CL2739.Superseded values are not recommended for survey control.
 CL2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2739.See file dsdata.txt to determine how the superseded data were derived.
 CL2739
 CL2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2228012137(NAD 83)
 CL2739_MARKER: DD = SURVEY DISK
 CL2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2739
 CL2739  HISTORY     - Date     Condition        Report By
 CL2739  HISTORY     - 1974     MONUMENTED       GADT
 CL2739
 CL2739                          STATION DESCRIPTION
 CL2739
 CL2739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2739'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHWEST OF FORT
 CL2739'VALLEY, 8 MILES SOUTH-SOUTHEAST OF ROBERTA, AND 12 MILES
 CL2739'WEST-SOUTHWEST OF BYRON, ON COUNTY RIGHT OF WAY.
 CL2739'
 CL2739'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 49,
 CL2739'STATE ROUTE 96, AND U.S. HIGHWAY 341 LOCATED IN FORT VALLEY,
 CL2739'TRAVEL NORTHWESTERLY ON U.S. HIGHWAY 341 FOR 1.25 MILES TO THE
 CL2739'JUNCTION OF COUNTY ROAD 92020 (WOOLFOLK ROAD) TO THE RIGHT AND A
 CL2739'PAVED STREET TO THE LEFT.  CONTINUE TRAVELING NORTHWESTERLY ON
 CL2739'U.S. HIGHWAY 341 FOR 4.6 MILES TO THE JUNCTION OF PAVED COUNTY
 CL2739'ROAD 91435 TO THE LEFT, DIRT COUNTY ROAD 53 TO THE RIGHT, AND THE
 CL2739'AZIMUTH MARK ON THE LEFT.  TURN LEFT, TRAVELING WEST ON
 CL2739'COUNTY ROAD 91435 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL2739'
 CL2739'THE STATION IS A STANDARD BRASS DISK STAMPED 039-213, SET IN THE
 CL2739'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2739'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2739'039-213, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 29
 CL2739'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 31.0 FEET
 CL2739'NORTH OF THE CENTERLINE OF THE ROADWAY, 4.0 FEET SOUTH OF A
 CL2739'WITNESS POST, 87.0 FEET WEST OF A POWER POLE, AND 152.0 FEET
 CL2739'NORTHEAST OF A 20 INCH PECAN TREE AT THE NORTHEAST CORNER OF A
 CL2739'PECAN GROVE ON THE SOUTH SIDE OF THE ROAD.
 CL2739'
 CL2739'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-213 AZMK, SET IN
 CL2739'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2739'SURFACE OF THE GROUND.  IT IS LOCATED 56.0 FEET SOUTHWEST OF THE
 CL2739'CENTERLINE OF U.S. HIGHWAY 341, 2.0 FEET NORTHEAST OF A WITNESS
 CL2739'POST, 13.0 FEET SOUTHWEST OF THE SOUTHEAST END OF AN 18 INCH
 CL2739'CULVERT PIPE UNDER COUNTY ROAD 91435, AND 57.0 FEET SOUTH-SOUTHWEST
 CL2739'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 CL2739'91435 AND U.S. HIGHWAY 341.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2742 ***********************************************************************
 CL2742  DESIGNATION -  BV 039 214
 CL2742  PID         -  CL2742
 CL2742  STATE/COUNTY-  GA/CRAWFORD
 CL2742  USGS QUAD   -  KNOXVILLE (1985)
 CL2742
 CL2742                         *CURRENT SURVEY CONTROL
 CL2742  ___________________________________________________________________
 CL2742* NAD 83(1994)-  32 39 29.65573(N)    083 53 23.15660(W)     ADJUSTED  
 CL2742* NAVD 88     -       168.     (meters)     551.     (feet)  VERTCON   
 CL2742  ___________________________________________________________________
 CL2742  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CL2742  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CL2742
 CL2742  HORZ ORDER  -  SECOND
 CL2742
 CL2742.The horizontal coordinates were established by classical geodetic methods
 CL2742.and adjusted by the National Geodetic Survey in September 1997..
 CL2742
 CL2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2742
 CL2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2742
 CL2742.The geoid height was determined by GEOID03.
 CL2742
 CL2742;                    North         East     Units Scale Factor Converg.
 CL2742;SPC GA W     -   294,737.116   725,974.033   MT  0.99990832   +0 08 57.9
 CL2742;SPC GA W     -   966,983.35  2,381,799.81   sFT  0.99990832   +0 08 57.9
 CL2742;UTM  17      - 3,617,090.401   228,965.836   MT  1.00050592   -1 33 37.2
 CL2742
 CL2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2742!SPC GA W     -   0.99997782  x   0.99990832  =   0.99988614
 CL2742!UTM  17      -   0.99997782  x   1.00050592  =   1.00048373
 CL2742
 CL2742:                Primary Azimuth Mark                     Grid Az
 CL2742:SPC GA W     -  FORT VALLEY RAD STA WFPM MAST            188 27 37.9
 CL2742:UTM  17      -  FORT VALLEY RAD STA WFPM MAST            190 10 13.0
 CL2742
 CL2742|---------------------------------------------------------------------|
 CL2742| PID    Reference Object                     Distance      Geod. Az  |
 CL2742|                                                           dddmmss.s |
 CL2742| CL2735 FORT VALLEY RAD STA WFPM MAST       APPROX. 9.2 KM 1883635.8 |
 CL2742| CY7439 BV 039 214 AZ MK                                   1990349.0 |
 CL2742| CL2734 FORT VALLEY CABLE TV MAST           APPROX.10.4 KM 2024328.4 |
 CL2742| CL2736 FORT VALLEY SOU BELL MICROWAVE      APPROX. 7.2 KM 2040045.3 |
 CL2742| CL2741 BV 039 214 GADT 1974 PTA             27.437 METERS 22935     |
 CL2742|---------------------------------------------------------------------|
 CL2742
 CL2742                          SUPERSEDED SURVEY CONTROL
 CL2742
 CL2742  NAD 83(1986)-  32 39 29.66027(N)    083 53 23.15498(W) AD(       ) 2
 CL2742  NAD 27      -  32 39 29.13821(N)    083 53 23.48754(W) AD(       ) 2
 CL2742  NGVD 29 (07/19/86)  168.     (m)          551.     (f) VERT ANG       
 CL2742
 CL2742.Superseded values are not recommended for survey control.
 CL2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2742.See file dsdata.txt to determine how the superseded data were derived.
 CL2742
 CL2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2896617090(NAD 83)
 CL2742_MARKER: DD = SURVEY DISK
 CL2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2742
 CL2742  HISTORY     - Date     Condition        Report By
 CL2742  HISTORY     - 1974     MONUMENTED       GADT
 CL2742
 CL2742                          STATION DESCRIPTION
 CL2742
 CL2742'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2742'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES NORTH OF FORT
 CL2742'VALLEY, 7-1/2 MILES WEST OF BYRON, AND 8-1/4 MILES SOUTHEAST OF
 CL2742'ROBERTA ON THE PROPERTY OF J. A. PYLES, ROUTE 2, ZEBULON ROAD,
 CL2742'MACON.  PHONE 477-1137
 CL2742'
 CL2742'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 49 (STATE
 CL2742'ROUTE 96) AND U.S. HIGHWAY 341 IN FORT VALLEY, GO NORTH ALONG
 CL2742'U.S. HIGHWAY 341 FOR 1.2 MILES TO COUNTY ROAD 92020 (WOOLFORK ROAD)
 CL2742'TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ALONG COUNTY ROAD
 CL2742'92020 FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT AND THE
 CL2742'JUNCTION OF COUNTY ROAD 42 TO THE LEFT.  CONTINUE ALONG COUNTY ROAD
 CL2742'92020 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 37 TO THE
 CL2742'LEFT AND STRAIGHT AHEAD AND COUNTY ROAD 92020 TO THE RIGHT.
 CL2742'TURN RIGHT, TRAVELING EASTERLY ALONG COUNTY ROAD 92020 FOR
 CL2742'1.75 MILES TO THE JUNCTION OF COUNTY ROAD 24 TO THE LEFT.  TURN
 CL2742'LEFT, TRAVELING NORTH FOR 0.65 MILE ALONG COUNTY ROAD 24 TO ITS
 CL2742'TERMINATION AT STATE ROUTE 42 CROSSING.  TURN LEFT, TRAVELING
 CL2742'WEST ALONG STATE ROUTE 42 FOR 1.15 MILES TO THE JUNCTION OF
 CL2742'COUNTY ROAD 23 TO THE LEFT.  TURN LEFT, TRAVELING SOUTH
 CL2742'ALONG COUNTY ROAD 23 FOR 0.6 MILE TO ITS TERMINATION AT AN IRON
 CL2742'GATE.  PROCEED THROUGH THE GATE, FOLLOWING A DRIVEWAY AND
 CL2742'FIELD ROAD PASSING A HOUSE FOR 0.2 MILE TO A CONCRETE BLOCK BARN.
 CL2742'
 CL2742'THE STATION IS A STANDARD BRASS DISK STAMPED 039-214, SET IN THE
 CL2742'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2742'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2742'039-214, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2742'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 85.0 FEET
 CL2742'EAST OF THE CENTERLINE OF THE FIELD ROAD, 22.5 FEET SOUTHEAST OF
 CL2742'THE SOUTHEAST CORNER OF THE BARN, 3.0 FEET SOUTH OF A WITNESS
 CL2742'POST, 56.0 FEET SOUTH OF THE NORTHEAST CORNER OF THE BARN.
 CL2742'
 CL2742'THE AZIMUTH MARK IS LOCATED 37.0 FEET WEST OF THE CENTERLINE OF
 CL2742'COUNTY ROAD 92020, 69.0 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 CL2742'OF THE CENTERLINES OF THE COUNTY ROADS, 9.0 FEET WEST OF A FENCE,
 CL2742'2.2 FEET WEST OF A WITNESS POST, AND 91.0 FEET NORTHWEST OF A 3
 CL2742'FOOT HIGH UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE
 CL2742'OF COUNTY ROAD 92020.  THE MARK IS A STANDARD DISK STAMPED
 CL2742'039-214 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2742'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2701 ***********************************************************************
 CL2701  DESIGNATION -  BV 039 215
 CL2701  PID         -  CL2701
 CL2701  STATE/COUNTY-  GA/CRAWFORD
 CL2701  USGS QUAD   -  BYRON (1985)
 CL2701
 CL2701                         *CURRENT SURVEY CONTROL
 CL2701  ___________________________________________________________________
 CL2701* NAD 83(1994)-  32 41 02.06019(N)    083 51 26.57682(W)     ADJUSTED  
 CL2701* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 CL2701  ___________________________________________________________________
 CL2701  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CL2701  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CL2701
 CL2701  HORZ ORDER  -  SECOND
 CL2701
 CL2701.The horizontal coordinates were established by classical geodetic methods
 CL2701.and adjusted by the National Geodetic Survey in September 1997..
 CL2701
 CL2701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2701
 CL2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2701
 CL2701.The geoid height was determined by GEOID03.
 CL2701
 CL2701;                    North         East     Units Scale Factor Converg.
 CL2701;SPC GA W     -   297,591.770   729,003.387   MT  0.99991037   +0 10 01.3
 CL2701;SPC GA W     -   976,349.00  2,391,738.61   sFT  0.99991037   +0 10 01.3
 CL2701;UTM  17      - 3,619,854.986   232,080.868   MT  1.00048521   -1 32 38.1
 CL2701
 CL2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2701!SPC GA W     -   0.99997611  x   0.99991037  =   0.99988648
 CL2701!UTM  17      -   0.99997611  x   1.00048521  =   1.00046131
 CL2701
 CL2701:                Primary Azimuth Mark                     Grid Az
 CL2701:SPC GA W     -  BV 039 215 AZ MK                         195 54 16.8
 CL2701:UTM  17      -  BV 039 215 AZ MK                         197 36 56.2
 CL2701
 CL2701|---------------------------------------------------------------------|
 CL2701| PID    Reference Object                     Distance      Geod. Az  |
 CL2701|                                                           dddmmss.s |
 CL2701| CY7440 BV 039 215 AZ MK                                   1960418.1 |
 CL2701| CL2700 BV 039 215 GADT 1974 PTA             19.804 METERS 23951     |
 CL2701|---------------------------------------------------------------------|
 CL2701
 CL2701                          SUPERSEDED SURVEY CONTROL
 CL2701
 CL2701  NAD 83(1986)-  32 41 02.06472(N)    083 51 26.57514(W) AD(       ) 2
 CL2701  NAD 27      -  32 41 01.54526(N)    083 51 26.90229(W) AD(       ) 2
 CL2701  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 CL2701
 CL2701.Superseded values are not recommended for survey control.
 CL2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2701.See file dsdata.txt to determine how the superseded data were derived.
 CL2701
 CL2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3208119855(NAD 83)
 CL2701_MARKER: DD = SURVEY DISK
 CL2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2701
 CL2701  HISTORY     - Date     Condition        Report By
 CL2701  HISTORY     - 1974     MONUMENTED       GADT
 CL2701
 CL2701                          STATION DESCRIPTION
 CL2701
 CL2701'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2701'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHWEST OF BYRON,
 CL2701'9 MILES NORTH OF FORT VALLEY, AND 9-1/4 MILES SOUTH-SOUTHEAST OF
 CL2701'ROBERTA ON COUNTY RIGHT OF WAY.
 CL2701'
 CL2701'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 49 AND
 CL2701'STATE ROUTE 42 IN BYRON, PROCEED WEST ALONG STATE ROUTE 42 FOR
 CL2701'0.55 MILE TO THE JUNCTION OF COUNTY ROAD 91509 (OLD FORT VALLEY
 CL2701'ROAD) TO THE RIGHT.  CONTINUE TRAVELING EAST ALONG STATE ROUTE 42
 CL2701'FOR 3.05 MILE TO THE JUNCTION OF COUNTY ROAD 91253 TO THE
 CL2701'RIGHT.  CONTINUE ALONG STATE ROUTE 42 FOR 3.9 MILES TO COUNTY
 CL2701'ROAD 90661 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ALONG
 CL2701'COUNTY ROAD 90661 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2701'CONTINUE NORTH ALONG COUNTY ROAD 90661 FOR 0.3 MILE TO THE
 CL2701'STATION ON THE RIGHT.
 CL2701'
 CL2701'THE STATION IS A STANDARD BRASS DISK STAMPED 039-215, SET IN THE
 CL2701'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2701'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2701'039-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2701'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 31.0 FEET
 CL2701'EAST OF THE CENTERLINE OF COUNTY ROAD 90661, 83.0 FEET EAST OF A
 CL2701'POWER POLE ON THE WEST SIDE OF THE ROAD, 2.5 FEET WEST OF A
 CL2701'WITNESS POST SET AT A CHAIN LINK FENCE, AND 12.0 FEET
 CL2701'WEST-NORTHWEST OF A POWER POLE.
 CL2701'
 CL2701'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 039-215 AZMK, SET IN
 CL2701'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2701'SURFACE OF THE GROUND.  IT IS LOCATED 33 FEET EAST OF THE
 CL2701'CENTERLINE OF THE ROAD, 66 FEET SOUTH OF A PECAN TREE ON A
 CL2701'FENCELINE, 2.0 FEET WEST OF A WITNESS POST AND POWER POLE, 8.2
 CL2701'FEET WEST OF THE FENCELINE, AND 119.0 FEET SOUTHEAST OF AN
 CL2701'18 INCH PINE TREE ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1494 ***********************************************************************
 CM1494  DESIGNATION -  BV 039 216
 CM1494  PID         -  CM1494
 CM1494  STATE/COUNTY-  GA/CRAWFORD
 CM1494  USGS QUAD   -  ROBERTA (1985)
 CM1494
 CM1494                         *CURRENT SURVEY CONTROL
 CM1494  ___________________________________________________________________
 CM1494* NAD 83(1994)-  32 43 08.45959(N)    084 00 33.37326(W)     ADJUSTED  
 CM1494* NAVD 88     -       150.     (meters)     492.     (feet)  VERTCON   
 CM1494  ___________________________________________________________________
 CM1494  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CM1494  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CM1494
 CM1494  HORZ ORDER  -  SECOND
 CM1494
 CM1494.The horizontal coordinates were established by classical geodetic methods
 CM1494.and adjusted by the National Geodetic Survey in September 1997..
 CM1494
 CM1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1494
 CM1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1494
 CM1494.The geoid height was determined by GEOID03.
 CM1494
 CM1494;                    North         East     Units Scale Factor Converg.
 CM1494;SPC GA W     -   301,453.836   714,754.171   MT  0.99990268   +0 05 06.3
 CM1494;SPC GA W     -   989,019.79  2,344,989.31   sFT  0.99990268   +0 05 06.3
 CM1494;UTM  16      - 3,624,094.429   780,317.011   MT  1.00056904   +1 37 03.4
 CM1494;UTM  17      - 3,624,143.675   217,944.527   MT  1.00058109   -1 37 39.5
 CM1494
 CM1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1494!SPC GA W     -   0.99998066  x   0.99990268  =   0.99988334
 CM1494!UTM  16      -   0.99998066  x   1.00056904  =   1.00054968
 CM1494!UTM  17      -   0.99998066  x   1.00058109  =   1.00056173
 CM1494
 CM1494:                Primary Azimuth Mark                     Grid Az
 CM1494:SPC GA W     -  ROBERTA PUB SERV TEL MICROWAVE           091 15 56.3
 CM1494:UTM  16      -  ROBERTA PUB SERV TEL MICROWAVE           089 43 59.2
 CM1494:UTM  17      -  ROBERTA PUB SERV TEL MICROWAVE           092 58 42.1
 CM1494
 CM1494|---------------------------------------------------------------------|
 CM1494| PID    Reference Object                     Distance      Geod. Az  |
 CM1494|                                                           dddmmss.s |
 CM1494| CL2743 ROBERTA PUB SERV TEL MICROWAVE      APPROX. 3.6 KM 0912102.6 |
 CM1494| CM1493 BV 039 216 GADT 1974 PTA             24.218 METERS 22929     |
 CM1494| CY8406 BV 039 216 AZ MK                                   3573001.4 |
 CM1494|---------------------------------------------------------------------|
 CM1494
 CM1494                          SUPERSEDED SURVEY CONTROL
 CM1494
 CM1494  NAD 83(1986)-  32 43 08.46471(N)    084 00 33.37175(W) AD(       ) 2
 CM1494  NAD 27      -  32 43 07.95978(N)    084 00 33.69737(W) AD(       ) 2
 CM1494  NGVD 29 (07/19/86)  150.     (m)          492.     (f) VERT ANG       
 CM1494
 CM1494.Superseded values are not recommended for survey control.
 CM1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1494.See file dsdata.txt to determine how the superseded data were derived.
 CM1494
 CM1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB8031724094(NAD 83)
 CM1494_MARKER: DD = SURVEY DISK
 CM1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1494_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1494
 CM1494  HISTORY     - Date     Condition        Report By
 CM1494  HISTORY     - 1974     MONUMENTED       GADT
 CM1494
 CM1494                          STATION DESCRIPTION
 CM1494
 CM1494'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1494'THE STATION IS LOCATED IN ROBERTA.
 CM1494'
 CM1494'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341 AND
 CM1494'STATE ROUTE 128 IN ROBERTA, TRAVEL NORTHEASTERLY ALONG STATE ROUTE
 CM1494'128 (AGENCY STREET) FOR 0.1 MILE TO HARTMAN MILL ROAD (COUNTY ROAD
 CM1494'78) ON THE RIGHT.  TURN RIGHT, TRAVELING SOUTHEASTERLY ALONG
 CM1494'HARTMAN MILL ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CM1494'
 CM1494'THE STATION IS A STANDARD BRASS DISK STAMPED 039-216, SET IN
 CM1494'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1494'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1494'STAMPED 039-216, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1494'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1494'LOCATED 60.0 FEET EAST OF THE CENTERLINE OF HARTMAN MILL ROAD,
 CM1494'91.0 FEET NORTHEAST OF A POWER POLE ON THE WEST SIDE OF
 CM1494'THE ROAD, 3.5 FEET SOUTH OF A WITNESS POST, AND 112.0 FEET
 CM1494'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE ADVANCE GLOVE
 CM1494'COMPANYS CONCRETE BLOCK BUILDING
 CM1494'
 CM1494'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 CM1494'128 (AGENCY STREET) AND HARTMAN MILL ROAD IN ROBERTA, TRAVEL
 CM1494'NORTHEASTERLY ALONG STATE ROUTE 128 FOR 0.05 MILE TO A DIRT ROAD
 CM1494'TO THE LEFT.  TURN LEFT, TRAVELING NORTH ALONG THE DIRT ROAD FOR
 CM1494'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AT A WATER TANK.  IT
 CM1494'IS A STANDARD DISK STAMPED 039-216 AZMK, SET IN THE TOP OF A 10
 CM1494'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1494'GROUND.  IT IS LOCATED 23.3 FEET NORTHEAST OF A 4 FOOT HIGH
 CM1494'CONCRETE MONUMENT WITH 2-1/2 FOOT SQUARE BRASS PLAQUES STAMPED
 CM1494'ROBERTA WATERWORK SYSTEM, 1939, 3.5 FEET WEST OF A FENCE
 CM1494'AROUND THE WATER TANK, 8.0 FEET SOUTHWEST OF THE NORTHEAST
 CM1494'CORNER OF THE FENCE AROUND THE WATER TANK, 26.0 FEET SOUTH OF
 CM1494'THE CENTERLINE OF RUCKER STREET, AND 65 FEET EAST OF THE POINT
 CM1494'OF INTERSECTION OF THE CENTERLINES OF RUCKER STREET AND MC
 CM1494'CRARY AVENUE TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2770 ***********************************************************************
 CL2770  DESIGNATION -  BV 039 217
 CL2770  PID         -  CL2770
 CL2770  STATE/COUNTY-  GA/CRAWFORD
 CL2770  USGS QUAD   -  MORAN (1974)
 CL2770
 CL2770                         *CURRENT SURVEY CONTROL
 CL2770  ___________________________________________________________________
 CL2770* NAD 83(1994)-  32 47 32.51751(N)    083 53 18.02604(W)     ADJUSTED  
 CL2770* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 CL2770  ___________________________________________________________________
 CL2770  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CL2770  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CL2770
 CL2770  HORZ ORDER  -  SECOND
 CL2770
 CL2770.The horizontal coordinates were established by classical geodetic methods
 CL2770.and adjusted by the National Geodetic Survey in September 1997..
 CL2770
 CL2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2770
 CL2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2770
 CL2770.The geoid height was determined by GEOID03.
 CL2770
 CL2770;                    North         East     Units Scale Factor Converg.
 CL2770;SPC GA W     -   309,610.821   726,068.657   MT  0.99990838   +0 09 02.7
 CL2770;SPC GA W     - 1,015,781.50  2,382,110.25   sFT  0.99990838   +0 09 02.7
 CL2770;UTM  17      - 3,631,963.487   229,505.331   MT  1.00050229   -1 33 55.0
 CL2770
 CL2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2770!SPC GA W     -   0.99997754  x   0.99990838  =   0.99988592
 CL2770!UTM  17      -   0.99997754  x   1.00050229  =   1.00047982
 CL2770
 CL2770|---------------------------------------------------------------------|
 CL2770| PID    Reference Object                     Distance      Geod. Az  |
 CL2770|                                                           dddmmss.s |
 CL2770| CL2771 BV 039 217 GADT 1974 PTA             12.137 METERS 02414     |
 CL2770| CY7441 BV 039 217 AZ MK                                   2640224.4 |
 CL2770|---------------------------------------------------------------------|
 CL2770
 CL2770                          SUPERSEDED SURVEY CONTROL
 CL2770
 CL2770  NAD 83(1986)-  32 47 32.52256(N)    083 53 18.02454(W) AD(       ) 2
 CL2770  NAD 27      -  32 47 32.02169(N)    083 53 18.35726(W) AD(       ) 2
 CL2770  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 CL2770
 CL2770.Superseded values are not recommended for survey control.
 CL2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2770.See file dsdata.txt to determine how the superseded data were derived.
 CL2770
 CL2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2950531963(NAD 83)
 CL2770_MARKER: DD = SURVEY DISK
 CL2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2770
 CL2770  HISTORY     - Date     Condition        Report By
 CL2770  HISTORY     - 1974     MONUMENTED       GADT
 CL2770
 CL2770                          STATION DESCRIPTION
 CL2770
 CL2770'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2770'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES NORTHEAST OF
 CL2770'ROBERTA, 12-1/4 MILES NORTHWEST OF BYRON, AND 15 MILES
 CL2770'WEST-NORTHWEST OF MACON ON STATE RIGHT OF WAY.
 CL2770'
 CL2770'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 475 AND
 CL2770'U.S. HIGHWAY 80, LOCATED ON THE WESTERN EDGE OF MACON, TRAVEL
 CL2770'WEST ALONG U.S. HIGHWAY 80 FOR 3.5 MILES TO THE JUNCTION OF
 CL2770'KNOXVILLE ROAD (COUNTY ROAD 90661) CROSSING.  CONTINUE WEST
 CL2770'ALONG U.S. HIGHWAY 80 FOR 2.3 MILES TO THE COMMUNITY OF
 CL2770'LIZELLA.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 80 FOR 2.7 MILES
 CL2770'TO THE ECHECONEE RIVER BRIDGE, WHICH IS THE BIBB-CRAWFORD
 CL2770'COUNTY LINE.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 80 FOR 1.5
 CL2770'MILES TO THE STATION ON THE LEFT.
 CL2770'
 CL2770'THE STATION IS A STANDARD BRASS DISK STAMPED 039-217, SET IN
 CL2770'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2770'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CL2770'DISK STAMPED 039-217, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2770'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2770'IS LOCATED 46.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CL2770'26.0 FEET EAST OF A POWER POLE, 127.0 FEET WEST OF A PINE TREE,
 CL2770'AND 2.0 FEET NORTH OF A WITNESS POST.
 CL2770'
 CL2770'TO REACH THE AZIMUTH MARK CONTINUE WEST ALONG U.S. HIGHWAY 80
 CL2770'FOR 0.15 MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED
 CL2770'56.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTH
 CL2770'OF A WITNESS POST SET AT A POWER POLE, 26.0 FEET SOUTHWEST OF
 CL2770'A PINE TREE, AND 25.2 FEET SOUTHEAST OF ANOTHER PINE TREE.  THE
 CL2770'MARK IS A STANDARD BRASS DISK STAMPED 039-217 AZMK, SET IN THE
 CL2770'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2770'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2767 ***********************************************************************
 CL2767  DESIGNATION -  BV 039 218
 CL2767  PID         -  CL2767
 CL2767  STATE/COUNTY-  GA/CRAWFORD
 CL2767  USGS QUAD   -  MORAN (1974)
 CL2767
 CL2767                         *CURRENT SURVEY CONTROL
 CL2767  ___________________________________________________________________
 CL2767* NAD 83(1994)-  32 45 12.92767(N)    083 53 39.71905(W)     ADJUSTED  
 CL2767* NAVD 88     -       160.     (meters)     525.     (feet)  VERTCON   
 CL2767  ___________________________________________________________________
 CL2767  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CL2767  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CL2767
 CL2767  HORZ ORDER  -  SECOND
 CL2767
 CL2767.The horizontal coordinates were established by classical geodetic methods
 CL2767.and adjusted by the National Geodetic Survey in September 1997..
 CL2767
 CL2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2767
 CL2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2767
 CL2767.The geoid height was determined by GEOID03.
 CL2767
 CL2767;                    North         East     Units Scale Factor Converg.
 CL2767;SPC GA W     -   305,309.603   725,515.323   MT  0.99990802   +0 08 50.4
 CL2767;SPC GA W     - 1,001,669.92  2,380,294.86   sFT  0.99990802   +0 08 50.4
 CL2767;UTM  17      - 3,627,678.203   228,823.104   MT  1.00050686   -1 34 00.8
 CL2767
 CL2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2767!SPC GA W     -   0.99997910  x   0.99990802  =   0.99988713
 CL2767!UTM  17      -   0.99997910  x   1.00050686  =   1.00048595
 CL2767
 CL2767:                Primary Azimuth Mark                     Grid Az
 CL2767:SPC GA W     -  BV 039 218 AZ MK                         060 13 58.8
 CL2767:UTM  17      -  BV 039 218 AZ MK                         061 56 50.0
 CL2767
 CL2767|---------------------------------------------------------------------|
 CL2767| PID    Reference Object                     Distance      Geod. Az  |
 CL2767|                                                           dddmmss.s |
 CL2767| CY7442 BV 039 218 AZ MK                                   0602249.2 |
 CL2767| CL2766 BV 039 218 GADT 1974 PTA             14.061 METERS 26222     |
 CL2767|---------------------------------------------------------------------|
 CL2767
 CL2767                          SUPERSEDED SURVEY CONTROL
 CL2767
 CL2767  NAD 83(1986)-  32 45 12.93272(N)    083 53 39.71758(W) AD(       ) 2
 CL2767  NAD 27      -  32 45 12.42778(N)    083 53 40.04962(W) AD(       ) 2
 CL2767  NGVD 29 (07/19/86)  160.     (m)          525.     (f) VERT ANG       
 CL2767
 CL2767.Superseded values are not recommended for survey control.
 CL2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2767.See file dsdata.txt to determine how the superseded data were derived.
 CL2767
 CL2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2882327678(NAD 83)
 CL2767_MARKER: DD = SURVEY DISK
 CL2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2767
 CL2767  HISTORY     - Date     Condition        Report By
 CL2767  HISTORY     - 1974     MONUMENTED       GADT
 CL2767
 CL2767                          STATION DESCRIPTION
 CL2767
 CL2767'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2767'THE STATION IS LOCATED APPROXIMATELY 7 MILES EAST-NORTHEAST OF
 CL2767'ROBERTA, 10-1/2 MILES NORTH-NORTHWEST OF BYRON, AND 13-1/2 MILES
 CL2767'NORTH OF FORT VALLEY ON COUNTY RIGHT OF WAY.
 CL2767'
 CL2767'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CL2767'(STATE ROUTE 22) AND STATE ROUTE 42 AT THE COURTHOUSE IN
 CL2767'KNOXVILLE, LOCATED AT THE EASTERN EDGE OF ROBERTA, TRAVEL
 CL2767'NORTHEASTERLY ALONG U.S. HIGHWAY 80 FOR 2.25 MILES TO THE
 CL2767'JUNCTION OF COUNTY ROAD 92019 CROSSING.  CONTINUE NORTHEASTERLY
 CL2767'ALONG U.S. HIGHWAY 80 FOR 1.35 MILES TO COUNTY ROAD 8 TO THE
 CL2767'RIGHT.  TURN RIGHT, TRAVELING EASTERLY ALONG COUNTY ROAD 8 FOR
 CL2767'2.0 MILES TO COUNTY ROAD 10 CROSSING.  CONTINUE EASTERLY ALONG
 CL2767'COUNTY ROAD 8 FOR 1.65 MILES TO COUNTY ROAD 11 REVERSE
 CL2767'FORKING TO THE RIGHT.  TURN RIGHT, TRAVELING SOUTHWESTERLY
 CL2767'ALONG COUNTY ROAD 11 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CL2767'
 CL2767'THE STATION IS A STANDARD BRASS DISK STAMPED 039-218, SET IN
 CL2767'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2767'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2767'STAMPED 039-218, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2767'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2767'LOCATED 36.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 81.5
 CL2767'FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2767'OF THE ROAD AND A DRIVEWAY TO THE SOUTHEAST, 58.0 FEET
 CL2767'SOUTHWEST OF THE SOUTHWEST END OF A 15 INCH CULVERT PIPE
 CL2767'UNDER THE DRIVEWAY, 22.8 FEET WEST OF A 12 INCH PINE TREE,
 CL2767'47.0 FEET WEST-SOUTHWEST OF THE END OF A FENCELINE, AND 2.5
 CL2767'FEET NORTHWEST OF A WITNESS POST.
 CL2767'
 CL2767'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY ROAD
 CL2767'11 AND COUNTY ROAD 8, TRAVEL EASTERLY ALONG COUNTY ROAD 8 FOR
 CL2767'0.2 MILE TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 38.0 FEET
 CL2767'NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF A WITNESS
 CL2767'POST, 46.5 FEET SOUTHWEST OF THE CORNER OF A FENCELINE, AND 76.5
 CL2767'FEET NORTH OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD.  IT
 CL2767'IS A STANDARD DISK STAMPED 039-218 AZMK, SET IN THE TOP OF A 10
 CL2767'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2767'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2258 ***********************************************************************
 EE2258  DESIGNATION -  BV 041 200 GAHD 1972
 EE2258  PID         -  EE2258
 EE2258  STATE/COUNTY-  GA/DADE
 EE2258  USGS QUAD   -  NEW HOME (1982)
 EE2258
 EE2258                         *CURRENT SURVEY CONTROL
 EE2258  ___________________________________________________________________
 EE2258* NAD 83(1994)-  34 54 12.29044(N)    085 35 16.99433(W)     ADJUSTED  
 EE2258* NAVD 88     -       461.9    (meters)    1515.     (feet)  VERTCON   
 EE2258  ___________________________________________________________________
 EE2258  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EE2258  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2258
 EE2258  HORZ ORDER  -  SECOND
 EE2258
 EE2258.The horizontal coordinates were established by classical geodetic methods
 EE2258.and adjusted by the National Geodetic Survey in September 1997..
 EE2258
 EE2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2258
 EE2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2258
 EE2258.The geoid height was determined by GEOID03.
 EE2258
 EE2258;                    North         East     Units Scale Factor Converg.
 EE2258;SPC GA W     -   544,631.980   570,100.220   MT  1.00010791   -0 48 48.3
 EE2258;SPC GA W     - 1,786,846.75  1,870,403.81   sFT  1.00010791   -0 48 48.3
 EE2258;SPC TN       -    63,331.445   637,652.805   MT  1.00007922   +0 14 28.2
 EE2258;SPC TN       -   207,779.92  2,092,032.58   sFT  1.00007922   +0 14 28.2
 EE2258;UTM  16      - 3,863,241.719   628,998.170   MT  0.99980509   +0 48 28.9
 EE2258
 EE2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2258!SPC GA W     -   0.99993204  x   1.00010791  =   1.00003995
 EE2258!SPC TN       -   0.99993204  x   1.00007922  =   1.00001126
 EE2258!UTM  16      -   0.99993204  x   0.99980509  =   0.99973715
 EE2258
 EE2258:                Primary Azimuth Mark                     Grid Az
 EE2258:SPC GA W     -  BV 041 203 GAHD 1972                     031 11 45.8
 EE2258:SPC TN       -  BV 041 203 GAHD 1972                     030 08 29.3
 EE2258:UTM  16      -  BV 041 203 GAHD 1972                     029 34 28.6
 EE2258
 EE2258|---------------------------------------------------------------------|
 EE2258| PID    Reference Object                     Distance      Geod. Az  |
 EE2258|                                                           dddmmss.s |
 EE2258| EE2257 BV 041 203 GAHD 1972                APPROX. 2.5 KM 0302257.5 |
 EE2258|---------------------------------------------------------------------|
 EE2258
 EE2258                          SUPERSEDED SURVEY CONTROL
 EE2258
 EE2258  NAD 83(1994)-  34 54 12.29106(N)    085 35 16.99452(W) AD(       ) 2
 EE2258  NAD 83(1986)-  34 54 12.29222(N)    085 35 16.99214(W) AD(       ) 2
 EE2258  NAD 27      -  34 54 12.00841(N)    085 35 17.10474(W) AD(       ) 2
 EE2258  NGVD 29 (07/19/86)  461.9    (m)         1515.     (f) VERT ANG       
 EE2258
 EE2258.Superseded values are not recommended for survey control.
 EE2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2258.See file dsdata.txt to determine how the superseded data were derived.
 EE2258
 EE2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2899863242(NAD 83)
 EE2258_MARKER: DD = SURVEY DISK
 EE2258_SETTING: 0 = UNSPECIFIED SETTING
 EE2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2258
 EE2258  HISTORY     - Date     Condition        Report By
 EE2258  HISTORY     - 1972     MONUMENTED       GADT
 EE2258
 EE2258                          STATION DESCRIPTION
 EE2258
 EE2258'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2258'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF THE INTERSECTION OF
 EE2258'GEORGIA 301 AND GEORGIA 143.  2.6 MILES EAST OF ALABAMA STATE
 EE2258'LINE.  4.5 MILES NORTHWEST OF INTERSECTION OF GEORGIA 143 AND
 EE2258'INTERSTATE 59 ON THE PROPERTY OF JAMES H. ESTES.
 EE2258'
 EE2258'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2258'PROCEED SOUTH ON U.S. 11 FOR 0.13 MILES TO THE INTERSECTION OF
 EE2258'GEORGIA 143.  PROCEED WEST 0.30 MILES TO INTERSTATE 59.  CONTINUE
 EE2258'WEST ON GEORGIA 143 FOR 3.12 MILES TO INTERSECTION OF GEORGIA
 EE2258'301.  PROCEED NORTH ON GEORGIA 301 FOR 2.09 MILES TO A PAVED
 EE2258'COUNTY ROAD 13.  PROCEED WEST 0.38 MILES TO A T INTERSECTION.
 EE2258'TURN RIGHT AND PROCEED 1.55 MILE TO COUNTY PAVED ROAD 18 AT AVANS
 EE2258'COMMUNITY.  CONTINUE NORTHWEST 1.65 MILE TO THE
 EE2258'STATION ON THE RIGHT.
 EE2258'
 EE2258'THE STATION, A STANDARD BRASS DISK SET IN A CONCRETE POST STAMPED
 EE2258'BV 041-200, IS 21 FEET NORTH OF THE CENTER LINE OF THE ROAD.  3.5
 EE2258'FEET NORTH OF A BARBED WIRE FENCE.  76.0 FEET NORTHEAST OF A
 EE2258'POWER POLE, 349.0 FEET SOUTH OF A POWER POLE.  MONUMENT IS SET
 EE2258'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2259 ***********************************************************************
 EE2259  DESIGNATION -  BV 041 201
 EE2259  PID         -  EE2259
 EE2259  STATE/COUNTY-  GA/DADE
 EE2259  USGS QUAD   -  NEW HOME (1982)
 EE2259
 EE2259                         *CURRENT SURVEY CONTROL
 EE2259  ___________________________________________________________________
 EE2259* NAD 83(1994)-  34 58 24.63210(N)    085 32 08.01328(W)     ADJUSTED  
 EE2259* NAVD 88     -       526.0    (meters)    1726.     (feet)  VERTCON   
 EE2259  ___________________________________________________________________
 EE2259  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 EE2259  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2259
 EE2259  HORZ ORDER  -  SECOND
 EE2259
 EE2259.The horizontal coordinates were established by classical geodetic methods
 EE2259.and adjusted by the National Geodetic Survey in September 1997..
 EE2259
 EE2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2259
 EE2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2259
 EE2259.The geoid height was determined by GEOID03.
 EE2259
 EE2259;                    North         East     Units Scale Factor Converg.
 EE2259;SPC GA W     -   552,341.402   575,004.429   MT  1.00009250   -0 47 05.1
 EE2259;SPC GA W     - 1,812,140.08  1,886,493.70   sFT  1.00009250   -0 47 05.1
 EE2259;SPC TN       -    71,129.672   642,414.004   MT  1.00006029   +0 16 18.8
 EE2259;SPC TN       -   233,364.60  2,107,653.28   sFT  1.00006029   +0 16 18.8
 EE2259;UTM  16      - 3,871,084.684   633,680.730   MT  0.99982025   +0 50 22.3
 EE2259
 EE2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2259!SPC GA W     -   0.99992201  x   1.00009250  =   1.00001450
 EE2259!SPC TN       -   0.99992201  x   1.00006029  =   0.99998229
 EE2259!UTM  16      -   0.99992201  x   0.99982025  =   0.99974227
 EE2259
 EE2259:                Primary Azimuth Mark                     Grid Az
 EE2259:SPC GA W     -  BV 041 201 AZ MK                         261 25 27.8
 EE2259:SPC TN       -  BV 041 201 AZ MK                         260 22 03.9
 EE2259:UTM  16      -  BV 041 201 AZ MK                         259 48 00.4
 EE2259
 EE2259|---------------------------------------------------------------------|
 EE2259| PID    Reference Object                     Distance      Geod. Az  |
 EE2259|                                                           dddmmss.s |
 EE2259| CG4957 BV 041 201 AZ MK                                   2603822.7 |
 EE2259|---------------------------------------------------------------------|
 EE2259
 EE2259                          SUPERSEDED SURVEY CONTROL
 EE2259
 EE2259  NAD 83(1994)-  34 58 24.63337(N)    085 32 08.01488(W) AD(       ) 2
 EE2259  NAD 83(1986)-  34 58 24.63451(N)    085 32 08.01263(W) AD(       ) 2
 EE2259  NAD 27      -  34 58 24.36114(N)    085 32 08.14042(W) AD(       ) 2
 EE2259  NGVD 29 (07/19/86)  526.0    (m)         1726.     (f) VERT ANG       
 EE2259
 EE2259.Superseded values are not recommended for survey control.
 EE2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2259.See file dsdata.txt to determine how the superseded data were derived.
 EE2259
 EE2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3368171085(NAD 83)
 EE2259_MARKER: DD = SURVEY DISK
 EE2259_SETTING: 0 = UNSPECIFIED SETTING
 EE2259
 EE2259  HISTORY     - Date     Condition        Report By
 EE2259  HISTORY     - 1972     MONUMENTED       GADT
 EE2259
 EE2259                          STATION DESCRIPTION
 EE2259
 EE2259'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2259'THE STATION IS LOCATED 7.2 MILES NORTH OF TRENTON.  0.2 MILE
 EE2259'NORTHEAST OF COUNTY PAVED ROAD AND COUNTY DIRT ROAD ON THE
 EE2259'PROPERTY OF MR. PAUL BUCKNER.  4.75 MILES WEST OF INTERSECTION OF
 EE2259'INTERSTATE 59 AND INTERSTATE 24.
 EE2259'
 EE2259'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA
 EE2259'PROCEED SOUTH ON U.S. 11 FOR 0.25 MILE TO THE INTERSECTION OF
 EE2259'U.S. 11 AND GEORGIA 143.  PROCEED WEST ON GEORGIA 143 TO
 EE2259'INTERSECTION OF INTERSTATE 59.  CONTINUE WEST ON GEORGIA 143 FOR
 EE2259'3.12 MILES TO THE INTERSECTION OF GEORGIA 301.  PROCEED NORTH ON
 EE2259'GEORGIA 301 FOR 1.29 MILE TO INTERSECTION OF PAVED COUNTY
 EE2259'ROAD.  PROCEED NORTHEAST ON PAVED COUNTY ROAD 8.5 MILES TO
 EE2259'INTERSECTION OF COUNTY DIRT ROAD.  PROCEED EAST ON COUNTY ROAD
 EE2259'0.1 MILE TO DIRT DRIVEWAY.  PROCEED NORTH ON DIRT DRIVEWAY 0.2
 EE2259'MILE TO STATION.
 EE2259'
 EE2259'THE STATION, A STANDARD BRASS DISK STAMPED BV 041-201 AND SET
 EE2259'IN CONCRETE, IS 39.4 FEET SOUTHEAST OF A LOG HOUSE.  38.8 FEET
 EE2259'NORTHWEST OF A POWER POLE.  38.2 FEET SOUTHEAST FROM NORTHEAST
 EE2259'CORNER OF HOUSE.  26.5 FEET WEST OF A BARBED WIRE FENCE.  35 FEET
 EE2259'SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE.
 EE2259'
 EE2259'THE AZIMUTH MARK IS LOCATED 1.7 MILE WEST OF STATION, 363 FEET
 EE2259'SOUTHWEST OF A 12 INCH HICKORY TREE.  31.6 FEET NORTHWEST OF A
 EE2259'TELEPHONE POLE.  9.7 FEET SOUTHEAST OF A 12 INCH HICKORY TREE ON
 EE2259'THE PROPERTY OF MR. ADAM LANCASTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2255 ***********************************************************************
 EE2255  DESIGNATION -  BV 041 202 GAHD 1972
 EE2255  PID         -  EE2255
 EE2255  STATE/COUNTY-  GA/DADE
 EE2255  USGS QUAD   -  NEW HOME (1982)
 EE2255
 EE2255                         *CURRENT SURVEY CONTROL
 EE2255  ___________________________________________________________________
 EE2255* NAD 83(1994)-  34 56 40.29532(N)    085 31 07.31999(W)     ADJUSTED  
 EE2255* NAVD 88     -       482.2    (meters)    1582.     (feet)  VERTCON   
 EE2255  ___________________________________________________________________
 EE2255  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EE2255  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EE2255
 EE2255  HORZ ORDER  -  SECOND
 EE2255
 EE2255.The horizontal coordinates were established by classical geodetic methods
 EE2255.and adjusted by the National Geodetic Survey in September 1997..
 EE2255
 EE2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2255
 EE2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2255
 EE2255.The geoid height was determined by GEOID03.
 EE2255
 EE2255;                    North         East     Units Scale Factor Converg.
 EE2255;SPC GA W     -   549,105.149   576,500.488   MT  1.00008792   -0 46 28.3
 EE2255;SPC GA W     - 1,801,522.48  1,891,402.02   sFT  1.00008792   -0 46 28.3
 EE2255;SPC AL E     -   492,922.417   228,740.573   MT  0.99997018   +0 10 48.8
 EE2255;SPC TN       -    67,921.637   643,969.438   MT  1.00006794   +0 16 54.4
 EE2255;SPC TN       -   222,839.57  2,112,756.40   sFT  1.00006794   +0 16 54.4
 EE2255;UTM  16      - 3,867,892.975   635,267.464   MT  0.99982551   +0 50 54.9
 EE2255
 EE2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2255!SPC GA W     -   0.99992888  x   1.00008792  =   1.00001680
 EE2255!SPC AL E     -   0.99992888  x   0.99997018  =   0.99989907
 EE2255!SPC TN       -   0.99992888  x   1.00006794  =   0.99999682
 EE2255!UTM  16      -   0.99992888  x   0.99982551  =   0.99975441
 EE2255
 EE2255:                Primary Azimuth Mark                     Grid Az
 EE2255:SPC GA W     -  BV 041 201                               335 11 22.2
 EE2255:SPC AL E     -  BV 041 201                               334 14 05.1
 EE2255:SPC TN       -  BV 041 201                               334 07 59.5
 EE2255:UTM  16      -  BV 041 201                               333 33 59.0
 EE2255
 EE2255|---------------------------------------------------------------------|
 EE2255| PID    Reference Object                     Distance      Geod. Az  |
 EE2255|                                                           dddmmss.s |
 EE2255| EE2259 BV 041 201                          APPROX. 3.6 KM 3342453.9 |
 EE2255|---------------------------------------------------------------------|
 EE2255
 EE2255                          SUPERSEDED SURVEY CONTROL
 EE2255
 EE2255  NAD 83(1994)-  34 56 40.29673(N)    085 31 07.32146(W) AD(       ) 2
 EE2255  NAD 83(1986)-  34 56 40.29789(N)    085 31 07.31926(W) AD(       ) 2
 EE2255  NAD 27      -  34 56 40.02330(N)    085 31 07.44688(W) AD(       ) 2
 EE2255  NGVD 29 (07/19/86)  482.2    (m)         1582.     (f) VERT ANG       
 EE2255
 EE2255.Superseded values are not recommended for survey control.
 EE2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2255.See file dsdata.txt to determine how the superseded data were derived.
 EE2255
 EE2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3526767893(NAD 83)
 EE2255_MARKER: DD = SURVEY DISK
 EE2255_SETTING: 0 = UNSPECIFIED SETTING
 EE2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2255
 EE2255  HISTORY     - Date     Condition        Report By
 EE2255  HISTORY     - 1972     MONUMENTED       GADT
 EE2255
 EE2255                          STATION DESCRIPTION
 EE2255
 EE2255'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2255'THE STATION IS LOCATED 5.7 MILES NORTHEAST OF THE INTERSECTION OF
 EE2255'GEORGIA 143, IN THE INSIDE OF THE CURVE, AND GEORGIA 301.  6.0
 EE2255'MILES NORTH OF TRENTON.  5.0 MILES NORTH OF THE INTERSECTION OF
 EE2255'GEORGIA 143 AND INTERSTATE 59 ON THE PROPERTY OF MR. HOWARD BAKER.
 EE2255'
 EE2255'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2255'PROCEED SOUTH ON U.S. 11 FOR 0.13 MILE TO THE INTERSECTION OF
 EE2255'GEORGIA 143.  PROCEED WEST ON GEORGIA 143 FOR 3.4 MILES TO THE
 EE2255'INTERSECTION OF GEORGIA 301.  PROCEED NORTH ON GEORGIA 301 FOR
 EE2255'1.25 MILE TO THE INTERSECTION OF GEORGIA 301 AND TWO COUNTY PAVED
 EE2255'ROADS.  PROCEED NORTHEAST ON COUNTY PAVED ROAD 39 FOR 6.15 MILES
 EE2255'TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 EE2255'
 EE2255'THE STATION, A STANDARD BRASS DISC STAMPED BV 041-202, IN A
 EE2255'CONCRETE POST, IS LOCATED 55 FEET WEST OF THE CENTERLINE OF THE
 EE2255'COUNTY PAVED ROAD.  128 FEET SOUTHEAST OF THE P.I. OF THE COUNTY
 EE2255'PAVED ROAD AND COUNTY DIRT ROAD.  115.5 FEET NORTHWEST OF THE
 EE2255'P.I. OF THE COUNTY ROAD AND A DRIVEWAY.  134.2 FEET SOUTHWEST OF
 EE2255'A TELEPHONE POLE.
 EE2255'
 EE2255'THE AZIMUTH MARK IS LOCATED 0.30 MILE NORTHEAST ALONG THE COUNTY
 EE2255'ROAD 39.  37.5 FEET NORTHEAST OF THE CENTERLINE OF COUNTY
 EE2255'ROAD.  60.2 FEET NORTHEAST OF THE P.I. OF THE DRIVEWAY.  32.5
 EE2255'FEET NORTHWEST OF A POWER POLE.  103.5 FEET OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2257 ***********************************************************************
 EE2257  DESIGNATION -  BV 041 203 GAHD 1972
 EE2257  PID         -  EE2257
 EE2257  STATE/COUNTY-  GA/DADE
 EE2257  USGS QUAD   -  NEW HOME (1982)
 EE2257
 EE2257                         *CURRENT SURVEY CONTROL
 EE2257  ___________________________________________________________________
 EE2257* NAD 83(1994)-  34 55 23.45147(N)    085 34 26.33769(W)     ADJUSTED  
 EE2257* NAVD 88     -       465.8    (meters)    1528.     (feet)  VERTCON   
 EE2257  ___________________________________________________________________
 EE2257  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 EE2257  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE2257
 EE2257  HORZ ORDER  -  SECOND
 EE2257
 EE2257.The horizontal coordinates were established by classical geodetic methods
 EE2257.and adjusted by the National Geodetic Survey in September 1997..
 EE2257
 EE2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2257
 EE2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2257
 EE2257.The geoid height was determined by GEOID03.
 EE2257
 EE2257;                    North         East     Units Scale Factor Converg.
 EE2257;SPC GA W     -   546,806.747   571,417.112   MT  1.00010371   -0 48 20.8
 EE2257;SPC GA W     - 1,793,981.80  1,874,724.31   sFT  1.00010371   -0 48 20.8
 EE2257;SPC TN       -    65,530.024   638,929.399   MT  1.00007374   +0 14 57.9
 EE2257;SPC TN       -   214,993.09  2,096,220.87   sFT  1.00007374   +0 14 57.9
 EE2257;UTM  16      - 3,865,452.227   630,252.607   MT  0.99980910   +0 48 59.3
 EE2257
 EE2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2257!SPC GA W     -   0.99993144  x   1.00010371  =   1.00003514
 EE2257!SPC TN       -   0.99993144  x   1.00007374  =   1.00000517
 EE2257!UTM  16      -   0.99993144  x   0.99980910  =   0.99974055
 EE2257
 EE2257:                Primary Azimuth Mark                     Grid Az
 EE2257:SPC GA W     -  BV 041 200 GAHD 1972                     211 11 47.3
 EE2257:SPC TN       -  BV 041 200 GAHD 1972                     210 08 28.6
 EE2257:UTM  16      -  BV 041 200 GAHD 1972                     209 34 27.2
 EE2257
 EE2257|---------------------------------------------------------------------|
 EE2257| PID    Reference Object                     Distance      Geod. Az  |
 EE2257|                                                           dddmmss.s |
 EE2257| EE2258 BV 041 200 GAHD 1972                APPROX. 2.5 KM 2102326.5 |
 EE2257|---------------------------------------------------------------------|
 EE2257
 EE2257                          SUPERSEDED SURVEY CONTROL
 EE2257
 EE2257  NAD 83(1994)-  34 55 23.45223(N)    085 34 26.33823(W) AD(       ) 2
 EE2257  NAD 83(1986)-  34 55 23.45338(N)    085 34 26.33588(W) AD(       ) 2
 EE2257  NAD 27      -  34 55 23.17232(N)    085 34 26.45248(W) AD(       ) 2
 EE2257  NGVD 29 (07/19/86)  465.8    (m)         1528.     (f) VERT ANG       
 EE2257
 EE2257.Superseded values are not recommended for survey control.
 EE2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2257.See file dsdata.txt to determine how the superseded data were derived.
 EE2257
 EE2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3025365452(NAD 83)
 EE2257_MARKER: DD = SURVEY DISK
 EE2257_SETTING: 0 = UNSPECIFIED SETTING
 EE2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2257
 EE2257  HISTORY     - Date     Condition        Report By
 EE2257  HISTORY     - 1972     MONUMENTED       GADT
 EE2257
 EE2257                          STATION DESCRIPTION
 EE2257
 EE2257'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2257'THE STATION IS LOCATED 5.0 MILES NORTHWEST OF TRENTON,
 EE2257'GEORGIA.  4.2 MILES NORTHWEST OF THE INTERSECTION OF GA. 143 AND
 EE2257'GA. 301.  4.7 MILES NORTHWEST OF THE INTERSECTION OF GA. 143 AND
 EE2257'INTERSTATE 59.
 EE2257'
 EE2257'TO REACH FROM DADE COUNTY COURTHOUSE IN TRENTON, GA. PROCEED
 EE2257'SOUTH ON U.S. 11 FOR 0.13 MILE TO THE INTERSECTION OF
 EE2257'GA. 143.  PROCEED WEST ON GA. 143 FOR 3.12 MILES TO
 EE2257'GA. 301.  PROCEED NORTH ON GA. 301 FOR 5.75 MILES TO THE STATION.
 EE2257'
 EE2257'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST STAMPED
 EE2257'BV 041-203, IS LOCATED 595 FEET SOUTHWEST OF THE CENTERLINE OF
 EE2257'GA. 301.  216.75 FEET SOUTH OF THE NORTHEAST CORNER OF A CHICKEN
 EE2257'HOUSE.  816.5 FEET SOUTHEAST OF THE NORTHEAST LEG OF A METAL POWER
 EE2257'LINE TOWER.  1.75 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2093 ***********************************************************************
 EE2093  DESIGNATION -  BV 041 204
 EE2093  PID         -  EE2093
 EE2093  STATE/COUNTY-  GA/DADE
 EE2093  USGS QUAD   -  HOOKER (1982)
 EE2093
 EE2093                         *CURRENT SURVEY CONTROL
 EE2093  ___________________________________________________________________
 EE2093* NAD 83(1994)-  34 57 27.78790(N)    085 25 35.26046(W)     ADJUSTED  
 EE2093* NAVD 88     -       228.5    (meters)     750.     (feet)  VERTCON   
 EE2093  ___________________________________________________________________
 EE2093  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 EE2093  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 EE2093
 EE2093  HORZ ORDER  -  SECOND
 EE2093
 EE2093.The horizontal coordinates were established by classical geodetic methods
 EE2093.and adjusted by the National Geodetic Survey in September 1997..
 EE2093
 EE2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2093
 EE2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2093
 EE2093.The geoid height was determined by GEOID03.
 EE2093
 EE2093;                    North         East     Units Scale Factor Converg.
 EE2093;SPC GA W     -   550,458.664   584,944.829   MT  1.00006310   -0 43 18.9
 EE2093;SPC GA W     - 1,805,963.13  1,919,106.49   sFT  1.00006310   -0 43 18.9
 EE2093;SPC TN       -    69,430.679   652,387.297   MT  1.00006443   +0 20 08.8
 EE2093;SPC TN       -   227,790.49  2,140,373.99   sFT  1.00006443   +0 20 08.8
 EE2093;UTM  16      - 3,869,484.795   643,668.091   MT  0.99985439   +0 54 06.3
 EE2093
 EE2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2093!SPC GA W     -   0.99996874  x   1.00006310  =   1.00003184
 EE2093!SPC TN       -   0.99996874  x   1.00006443  =   1.00003317
 EE2093!UTM  16      -   0.99996874  x   0.99985439  =   0.99982313
 EE2093
 EE2093:                Primary Azimuth Mark                     Grid Az
 EE2093:SPC GA W     -  LOOKOUT MTN RAD STA WKES MAST            084 24 13.9
 EE2093:SPC TN       -  LOOKOUT MTN RAD STA WKES MAST            083 20 46.2
 EE2093:UTM  16      -  LOOKOUT MTN RAD STA WKES MAST            082 46 48.7
 EE2093
 EE2093|---------------------------------------------------------------------|
 EE2093| PID    Reference Object                     Distance      Geod. Az  |
 EE2093|                                                           dddmmss.s |
 EE2093| EE2094 LOOKOUT MTN RAD STA WKES MAST       APPROX. 4.5 KM 0834055.0 |
 EE2093| EE2092 LOOKOUT MTN RAD STA WLOM MAST       APPROX. 4.6 KM 0862815.9 |
 EE2093| CG4958 BV 041 204 AZ MK                                   2382531.5 |
 EE2093|---------------------------------------------------------------------|
 EE2093
 EE2093                          SUPERSEDED SURVEY CONTROL
 EE2093
 EE2093  NAD 83(1994)-  34 57 27.78904(N)    085 25 35.26275(W) AD(       ) 2
 EE2093  NAD 83(1986)-  34 57 27.79016(N)    085 25 35.26050(W) AD(       ) 2
 EE2093  NAD 27      -  34 57 27.51828(N)    085 25 35.40075(W) AD(       ) 2
 EE2093  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 EE2093
 EE2093.Superseded values are not recommended for survey control.
 EE2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2093.See file dsdata.txt to determine how the superseded data were derived.
 EE2093
 EE2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4366869485(NAD 83)
 EE2093_MARKER: DD = SURVEY DISK
 EE2093_SETTING: 0 = UNSPECIFIED SETTING
 EE2093
 EE2093  HISTORY     - Date     Condition        Report By
 EE2093  HISTORY     - 1972     MONUMENTED       GADT
 EE2093  HISTORY     - 20060411 MARK NOT FOUND   GADT
 EE2093
 EE2093                          STATION DESCRIPTION
 EE2093
 EE2093'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2093'THE STATION IS LOCATED 1.5 MILES SOUTHEAST OF THE INTERSECTION OF
 EE2093'INTERSTATE 59 AND INTERSTATE 24.  7.7 MILES NORTHEAST OF TRENTON,
 EE2093'GEORGIA ON DAVE L. BROWN FARMS.  PERMISSION WAS GIVEN BY CHESTER
 EE2093'AULT, CARETAKER.
 EE2093'
 EE2093'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2093'PROCEED NORTH ON U.S. 11 FOR 7.76 MILES TO THE DRIVEWAY OF DAVE
 EE2093'L. BROWN FARMS.  PROCEED WEST ON DRIVEWAY FOR 0.24 MILES TO MAIN
 EE2093'HOUSE.
 EE2093'
 EE2093'THE STATION, A BRASS DISC SET IN CONCRETE AND STAMPED
 EE2093'B.V. 041-204, IS LOCATED IN BED ROCK 55.6 FEET NORTHEAST OF THE
 EE2093'NORTHWEST CORNER OF THE HOUSE.  77.4 FEET NORTHWEST OF THE NORTH
 EE2093'CORNER OF THE HOUSE.  36.4 FEET SOUTHWEST OF THE SOUTH CORNER OF
 EE2093'A CONCRETE BLOCK PUMP HOUSE.  29.0 FEET SOUTHWEST OF A POWER
 EE2093'POLE.
 EE2093'
 EE2093'THE AZIMUTH MARK IS LOCATED 0.60 MILES SOUTH ON U.S. 11 FROM
 EE2093'DAVE L. BROWN FARMS ON AN EIGHT FOOT CUT-BANK BETWEEN THE HIGHWAY
 EE2093'AND RAILROAD TRACKS.  IT IS 20.0 FEET SOUTHWEST OF THE CENTERLINE
 EE2093'OF A COUNTY DIRT ROAD LEADING TO THE NORTHWEST.
 EE2093
 EE2093                          STATION RECOVERY (2006)
 EE2093
 EE2093'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2266 ***********************************************************************
 EE2266  DESIGNATION -  BV 041 205 GAHD 1972
 EE2266  PID         -  EE2266
 EE2266  STATE/COUNTY-  GA/DADE
 EE2266  USGS QUAD   -  TRENTON (1982)
 EE2266
 EE2266                         *CURRENT SURVEY CONTROL
 EE2266  ___________________________________________________________________
 EE2266* NAD 83(1994)-  34 52 14.46839(N)    085 32 23.25813(W)     ADJUSTED  
 EE2266* NAVD 88     -       487.3    (meters)    1599.     (feet)  VERTCON   
 EE2266  ___________________________________________________________________
 EE2266  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EE2266  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2266
 EE2266  HORZ ORDER  -  SECOND
 EE2266
 EE2266.The horizontal coordinates were established by classical geodetic methods
 EE2266.and adjusted by the National Geodetic Survey in September 1997..
 EE2266
 EE2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2266
 EE2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2266
 EE2266.The geoid height was determined by GEOID03.
 EE2266
 EE2266;                    North         East     Units Scale Factor Converg.
 EE2266;SPC GA W     -   540,939.585   574,461.199   MT  1.00009418   -0 47 06.6
 EE2266;SPC GA W     - 1,774,732.62  1,884,711.45   sFT  1.00009418   -0 47 06.6
 EE2266;SPC AL E     -   484,725.032   226,837.732   MT  0.99996887   +0 10 04.2
 EE2266;UTM  16      - 3,859,675.179   633,460.552   MT  0.99981953   +0 50 05.9
 EE2266
 EE2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2266!SPC GA W     -   0.99992807  x   1.00009418  =   1.00002224
 EE2266!SPC AL E     -   0.99992807  x   0.99996887  =   0.99989694
 EE2266!UTM  16      -   0.99992807  x   0.99981953  =   0.99974761
 EE2266
 EE2266:                Primary Azimuth Mark                     Grid Az
 EE2266:SPC GA W     -  PUMP                                     096 34 02.4
 EE2266:SPC AL E     -  PUMP                                     095 36 51.6
 EE2266:UTM  16      -  PUMP                                     094 56 49.9
 EE2266
 EE2266|---------------------------------------------------------------------|
 EE2266| PID    Reference Object                     Distance      Geod. Az  |
 EE2266|                                                           dddmmss.s |
 EE2266| EE2088 PUMP                                APPROX. 7.4 KM 0954655.8 |
 EE2266|---------------------------------------------------------------------|
 EE2266
 EE2266                          SUPERSEDED SURVEY CONTROL
 EE2266
 EE2266  NAD 83(1994)-  34 52 14.47023(N)    085 32 23.26021(W) AD(       ) 2
 EE2266  NAD 83(1986)-  34 52 14.47153(N)    085 32 23.25824(W) AD(       ) 2
 EE2266  NAD 27      -  34 52 14.19273(N)    085 32 23.38332(W) AD(       ) 2
 EE2266  NGVD 29 (07/19/86)  487.3    (m)         1599.     (f) VERT ANG       
 EE2266
 EE2266.Superseded values are not recommended for survey control.
 EE2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2266.See file dsdata.txt to determine how the superseded data were derived.
 EE2266
 EE2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3346159675(NAD 83)
 EE2266_MARKER: DD = SURVEY DISK
 EE2266_SETTING: 66 = SET IN ROCK OUTCROP
 EE2266_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 EE2266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2266+STABILITY: POSITION/ELEVATION WELL
 EE2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE2266+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 EE2266
 EE2266  HISTORY     - Date     Condition        Report By
 EE2266  HISTORY     - 1972     MONUMENTED       GADT
 EE2266  HISTORY     - 20060522 GOOD             GADT
 EE2266
 EE2266                          STATION DESCRIPTION
 EE2266
 EE2266'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2266'THE STATION IS LOCATED 1.55 MILES NORTHWEST OF TRENTON, GA.  0.8
 EE2266'MILES NORTHEAST OF THE INTERSECTION OF GA 301 AND GA 143.
 EE2266'
 EE2266'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GA. PROCEED
 EE2266'SOUTH ON U.S. 11 0.13 MILES TO THE INTERSECTION OF GA 143.  PROCEED
 EE2266'WEST ON GA 143 FOR 0.30 MILE TO THE INTERSECTION OF INTERSTATE
 EE2266'59.  CONTINUE WEST ON GA. 143 FOR 3.12 MILES TO THE INTERSECTION
 EE2266'OF GA 301.  PROCEED NORTH ON GA 301 FOR 0.80 MILES TO THE DADE
 EE2266'COUNTY LOOKOUT TOWER.
 EE2266'
 EE2266'THE STATION, A STANDARD BRASS DISC SET IN A DRILL HOLE IN BEDROCK
 EE2266'123 FEET SOUTHEAST OF THE CENTER LINE OF GA 301.  10.8 FEET
 EE2266'NORTHWEST FROM THE EAST EDGE OF THE CLIFF.  49.8 FEET EAST OF THE
 EE2266'EAST LEG OF THE DADE COUNTY LOOKOUT TOWER.  64.5 FEET EAST OF THE
 EE2266'SOUTH LEG OF THE DADE COUNTY LOOKOUT TOWER.  30.0 FEET SOUTHWEST
 EE2266'OF A 10 INCH PINE TREE.
 EE2266
 EE2266                          STATION RECOVERY (2006)
 EE2266
 EE2266'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2267 ***********************************************************************
 EE2267  DESIGNATION -  BV 041 206 GAHD 1972
 EE2267  PID         -  EE2267
 EE2267  STATE/COUNTY-  GA/DADE
 EE2267  USGS QUAD   -  TRENTON (1982)
 EE2267
 EE2267                         *CURRENT SURVEY CONTROL
 EE2267  ___________________________________________________________________
 EE2267* NAD 83(1994)-  34 49 33.05688(N)    085 30 13.63379(W)     ADJUSTED  
 EE2267* NAVD 88     -       564.9    (meters)    1853.     (feet)  VERTCON   
 EE2267  ___________________________________________________________________
 EE2267  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EE2267  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EE2267
 EE2267  HORZ ORDER  -  SECOND
 EE2267
 EE2267.The horizontal coordinates were established by classical geodetic methods
 EE2267.and adjusted by the National Geodetic Survey in September 1997..
 EE2267
 EE2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2267
 EE2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2267
 EE2267.The geoid height was determined by GEOID03.
 EE2267
 EE2267;                    North         East     Units Scale Factor Converg.
 EE2267;SPC GA W     -   535,921.017   577,687.005   MT  1.00008433   -0 45 49.3
 EE2267;SPC GA W     - 1,758,267.54  1,895,294.78   sFT  1.00008433   -0 45 49.3
 EE2267;SPC AL E     -   479,761.370   230,146.118   MT  0.99997120   +0 11 17.5
 EE2267;UTM  16      - 3,854,751.067   636,825.989   MT  0.99983074   +0 51 16.5
 EE2267
 EE2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2267!SPC GA W     -   0.99991589  x   1.00008433  =   1.00000021
 EE2267!SPC AL E     -   0.99991589  x   0.99997120  =   0.99988709
 EE2267!UTM  16      -   0.99991589  x   0.99983074  =   0.99974664
 EE2267
 EE2267:                Primary Azimuth Mark                     Grid Az
 EE2267:SPC GA W     -  DADE LOT                                 327 07 01.0
 EE2267:SPC AL E     -  DADE LOT                                 326 09 54.2
 EE2267:UTM  16      -  DADE LOT                                 325 29 55.2
 EE2267
 EE2267|---------------------------------------------------------------------|
 EE2267| PID    Reference Object                     Distance      Geod. Az  |
 EE2267|                                                           dddmmss.s |
 EE2267| EE2265 DADE LOT                            APPROX. 6.0 KM 3262111.7 |
 EE2267| EE2266 BV 041 205 GAHD 1972                APPROX. 6.0 KM 3263014.4 |
 EE2267|---------------------------------------------------------------------|
 EE2267
 EE2267                          SUPERSEDED SURVEY CONTROL
 EE2267
 EE2267  NAD 83(1994)-  34 49 33.05878(N)    085 30 13.63575(W) AD(       ) 2
 EE2267  NAD 83(1986)-  34 49 33.06001(N)    085 30 13.63397(W) AD(       ) 2
 EE2267  NAD 27      -  34 49 32.77855(N)    085 30 13.76071(W) AD(       ) 2
 EE2267  NGVD 29 (07/19/86)  564.9    (m)         1853.     (f) VERT ANG       
 EE2267
 EE2267.Superseded values are not recommended for survey control.
 EE2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2267.See file dsdata.txt to determine how the superseded data were derived.
 EE2267
 EE2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3682654751(NAD 83)
 EE2267_MARKER: DD = SURVEY DISK
 EE2267_SETTING: 0 = UNSPECIFIED SETTING
 EE2267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2267
 EE2267  HISTORY     - Date     Condition        Report By
 EE2267  HISTORY     - 1972     MONUMENTED       GADT
 EE2267
 EE2267                          STATION DESCRIPTION
 EE2267
 EE2267'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2267'THE STATION IS LOCATED 3.0 MILES SOUTHEAST OF TRENTON,
 EE2267'GEORGIA.  1.5 MILES SOUTHWEST OF CLOUDLAND CANYON STATE PARK.  2.0
 EE2267'MILES NORTHWEST OF INTERSECTION OF GA. 157 NORTH AND GA. 143.
 EE2267'
 EE2267'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2267'PROCEED SOUTH ON U.S. 11 FOR 0.29 MILE TO THE INTERSECTION OF
 EE2267'GA. 143.  PROCEED EAST ON GA. 143 FOR 6.5 MILES TO THE TOP OF THE
 EE2267'MOUNTAIN.
 EE2267'
 EE2267'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2267'STAMPED B.V. 041-206, IS LOCATED 41.4 FEET WEST FROM THE CENTERLINE
 EE2267'OF GA. 143.  6.0 FEET EAST FROM THE EDGE OF THE CLIFF.  625.0
 EE2267'FEET NORTHWEST OF THE P.I. OF GA. 143 AND COUNTY PAVED ROAD.
 EE2267'102.0 FEET NORTHWEST OF POINT OF CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2262 ***********************************************************************
 EE2262  DESIGNATION -  BV 041 207 GAHD 1972
 EE2262  PID         -  EE2262
 EE2262  STATE/COUNTY-  GA/DADE
 EE2262  USGS QUAD   -  TRENTON (1982)
 EE2262
 EE2262                         *CURRENT SURVEY CONTROL
 EE2262  ___________________________________________________________________
 EE2262* NAD 83(1994)-  34 47 29.87635(N)    085 32 48.44891(W)     ADJUSTED  
 EE2262* NAVD 88     -       278.5    (meters)     914.     (feet)  VERTCON   
 EE2262  ___________________________________________________________________
 EE2262  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 EE2262  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2262
 EE2262  HORZ ORDER  -  SECOND
 EE2262
 EE2262.The horizontal coordinates were established by classical geodetic methods
 EE2262.and adjusted by the National Geodetic Survey in September 1997..
 EE2262
 EE2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2262
 EE2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2262
 EE2262.The geoid height was determined by GEOID03.
 EE2262
 EE2262;                    North         East     Units Scale Factor Converg.
 EE2262;SPC GA W     -   532,178.381   573,700.731   MT  1.00009655   -0 47 15.3
 EE2262;SPC GA W     - 1,745,988.57  1,882,216.48   sFT  1.00009655   -0 47 15.3
 EE2262;SPC AL E     -   475,953.513   226,223.018   MT  0.99996847   +0 09 48.6
 EE2262;UTM  16      - 3,850,898.420   632,947.986   MT  0.99981785   +0 49 45.5
 EE2262
 EE2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2262!SPC GA W     -   0.99996083  x   1.00009655  =   1.00005738
 EE2262!SPC AL E     -   0.99996083  x   0.99996847  =   0.99992931
 EE2262!UTM  16      -   0.99996083  x   0.99981785  =   0.99977869
 EE2262
 EE2262:                Primary Azimuth Mark                     Grid Az
 EE2262:SPC GA W     -  BV 041 206 GAHD 1972                     046 48 18.7
 EE2262:SPC AL E     -  BV 041 206 GAHD 1972                     045 51 14.8
 EE2262:UTM  16      -  BV 041 206 GAHD 1972                     045 11 17.9
 EE2262
 EE2262|---------------------------------------------------------------------|
 EE2262| PID    Reference Object                     Distance      Geod. Az  |
 EE2262|                                                           dddmmss.s |
 EE2262| EE2267 BV 041 206 GAHD 1972                APPROX. 5.5 KM 0460103.4 |
 EE2262|---------------------------------------------------------------------|
 EE2262
 EE2262                          SUPERSEDED SURVEY CONTROL
 EE2262
 EE2262  NAD 83(1994)-  34 47 29.87825(N)    085 32 48.45078(W) AD(       ) 2
 EE2262  NAD 83(1986)-  34 47 29.87959(N)    085 32 48.44900(W) AD(       ) 2
 EE2262  NAD 27      -  34 47 29.59439(N)    085 32 48.56990(W) AD(       ) 2
 EE2262  NGVD 29 (07/19/86)  278.5    (m)          914.     (f) VERT ANG       
 EE2262
 EE2262.Superseded values are not recommended for survey control.
 EE2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2262.See file dsdata.txt to determine how the superseded data were derived.
 EE2262
 EE2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3294850898(NAD 83)
 EE2262_MARKER: DD = SURVEY DISK
 EE2262_SETTING: 66 = SET IN ROCK OUTCROP
 EE2262_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EE2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2262+STABILITY: POSITION/ELEVATION WELL
 EE2262
 EE2262  HISTORY     - Date     Condition        Report By
 EE2262  HISTORY     - 1972     MONUMENTED       GADT
 EE2262
 EE2262                          STATION DESCRIPTION
 EE2262
 EE2262'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2262'THE STATION IS LOCATED APPROXIMATELY 5.55 MILES SOUTH OF TRENTON,
 EE2262'5.0 MILES SOUTH OF THE INTERSECTION OF GA 143 AND INTERSTATE 59,
 EE2262'AND 5.0 MILES SOUTH OF CLOUDLAND CANYON STATE PARK.
 EE2262'
 EE2262'TO REACH THE STATION FROM THE DADE COUNTY COURTHOUSE IN TRENTON,
 EE2262'PROCEED SOUTH ON U.S. ROUTE 11 FOR 0.13 MILES TO THE INTERSECTION
 EE2262'OF GA 143.  TURN RIGHT AND PROCEED WEST ON GA 143 FOR 0.30 MILES
 EE2262'TO THE INTERSECTION OF INTERSTATE 59.  PROCEED SOUTH ON INTERSTATE
 EE2262'59 FOR 5.8 MILES TO THE STATION ON THE RIGHT AT THE TOP OF A 35
 EE2262'FOOT CUT.
 EE2262'
 EE2262'THE STATION IS A STANDARD DISK STAMPED 041-207 SET IN A DRILL
 EE2262'HOLE IN A LIMESTONE OUTCROPPING.  IT IS 144.2 FEET WEST OF THE
 EE2262'FENCE ALONG THE INTERSTATE RIGHT-OF-WAY, 74.8 FEET SOUTH OF A
 EE2262'LARGE LIMESTONE ROCK OUTCROP ON THE EDGE OF A RAVINE, 301.0 FEET
 EE2262'NORTHEAST OF A 24-INCH BLACK GUM TREE, AND 124.6 FEET NORTH OF
 EE2262'ANOTHER LIMESTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2264 ***********************************************************************
 EE2264  DESIGNATION -  BV 041 208 GAHD 1972
 EE2264  PID         -  EE2264
 EE2264  STATE/COUNTY-  GA/DADE
 EE2264  USGS QUAD   -  TRENTON (1982)
 EE2264
 EE2264                         *CURRENT SURVEY CONTROL
 EE2264  ___________________________________________________________________
 EE2264* NAD 83(1994)-  34 52 19.70665(N)    085 30 33.15132(W)     ADJUSTED  
 EE2264* NAVD 88     -       231.33   (meters)     759.0    (feet)  RESET     
 EE2264  ___________________________________________________________________
 EE2264  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EE2264  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2264
 EE2264  HORZ ORDER  -  SECOND
 EE2264  VERT ORDER  -  THIRD
 EE2264
 EE2264.The horizontal coordinates were established by classical geodetic methods
 EE2264.and adjusted by the National Geodetic Survey in September 1997..
 EE2264
 EE2264.The orthometric height was computed from unverified reset data.
 EE2264
 EE2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2264
 EE2264.The geoid height was determined by GEOID03.
 EE2264
 EE2264;                    North         East     Units Scale Factor Converg.
 EE2264;SPC GA W     -   541,063.111   577,259.811   MT  1.00008562   -0 46 03.7
 EE2264;SPC GA W     - 1,775,137.89  1,893,893.23   sFT  1.00008562   -0 46 03.7
 EE2264;SPC AL E     -   484,895.067   229,633.566   MT  0.99997082   +0 11 07.1
 EE2264;UTM  16      - 3,859,877.727   636,253.810   MT  0.99982881   +0 51 09.0
 EE2264
 EE2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2264!SPC GA W     -   0.99996825  x   1.00008562  =   1.00005387
 EE2264!SPC AL E     -   0.99996825  x   0.99997082  =   0.99993908
 EE2264!UTM  16      -   0.99996825  x   0.99982881  =   0.99979707
 EE2264
 EE2264:                Primary Azimuth Mark                     Grid Az
 EE2264:SPC GA W     -  PUMP                                     102 01 10.2
 EE2264:SPC AL E     -  PUMP                                     101 03 59.4
 EE2264:UTM  16      -  PUMP                                     100 23 57.5
 EE2264
 EE2264|---------------------------------------------------------------------|
 EE2264| PID    Reference Object                     Distance      Geod. Az  |
 EE2264|                                                           dddmmss.s |
 EE2264| EE2088 PUMP                                APPROX. 4.7 KM 1011506.5 |
 EE2264|---------------------------------------------------------------------|
 EE2264
 EE2264                          SUPERSEDED SURVEY CONTROL
 EE2264
 EE2264  NAD 83(1994)-  34 52 19.70836(N)    085 30 33.15318(W) AD(       ) 2
 EE2264  NAD 83(1986)-  34 52 19.70952(N)    085 30 33.15118(W) AD(       ) 2
 EE2264  NAD 27      -  34 52 19.43100(N)    085 30 33.27848(W) AD(       ) 2
 EE2264  NGVD 29 (07/19/86)  231.35   (m)          759.0    (f) LEVELING    3  
 EE2264
 EE2264.Superseded values are not recommended for survey control.
 EE2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2264.See file dsdata.txt to determine how the superseded data were derived.
 EE2264
 EE2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3625459878(NAD 83)
 EE2264_MARKER: DD = SURVEY DISK
 EE2264_SETTING: 0 = UNSPECIFIED SETTING
 EE2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2264
 EE2264  HISTORY     - Date     Condition        Report By
 EE2264  HISTORY     - 1972     MONUMENTED       GADT
 EE2264  HISTORY     - 20060621 GOOD             GADT
 EE2264
 EE2264                          STATION DESCRIPTION
 EE2264
 EE2264'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2264'THE STATION IS LOCATED IN TRENTON, GEORGIA IN THE YARD OF THE
 EE2264'DADE COUNTY COURTHOUSE.  31.4 FEET WEST OF THE NEAR EDGE OF A 3
 EE2264'FOOT ROCK WALL AROUND THE COURTYARD.  32.6 FEET SOUTH OF A FLAG
 EE2264'POLE.  30.2 FEET NORTHEAST OF THE SOUTH CORNER OF THE COURTHOUSE.
 EE2264'
 EE2264'THE STATION IS A STANDARD DISK SET IN A CONCRETE POST STAMPED
 EE2264'041-208.
 EE2264
 EE2264                          STATION RECOVERY (2006)
 EE2264
 EE2264'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2264'UPDATED DISTANCES--42.0 FEET WEST-SOUTHWEST OF FLAG POLE, 5.7 FEET
 EE2264'EAST-NORTHEAST OF EDGE OF A SIDEWALK, AND 27.2 FEET NORTHWEST OF A
 EE2264'LIGHTPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2256 ***********************************************************************
 EE2256  DESIGNATION -  BV 041 209 GAHD 1972
 EE2256  PID         -  EE2256
 EE2256  STATE/COUNTY-  GA/DADE
 EE2256  USGS QUAD   -  NEW HOME (1982)
 EE2256
 EE2256                         *CURRENT SURVEY CONTROL
 EE2256  ___________________________________________________________________
 EE2256* NAD 83(1994)-  34 52 57.12398(N)    085 30 12.26753(W)     ADJUSTED  
 EE2256* NAVD 88     -       230.96   (meters)     757.7    (feet)  RESET     
 EE2256  ___________________________________________________________________
 EE2256  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 EE2256  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EE2256
 EE2256  HORZ ORDER  -  SECOND
 EE2256  VERT ORDER  -  THIRD
 EE2256
 EE2256.The horizontal coordinates were established by classical geodetic methods
 EE2256.and adjusted by the National Geodetic Survey in September 1997..
 EE2256
 EE2256.The orthometric height was computed from unverified reset data.
 EE2256
 EE2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2256
 EE2256.The geoid height was determined by GEOID03.
 EE2256
 EE2256;                    North         East     Units Scale Factor Converg.
 EE2256;SPC GA W     -   542,209.074   577,805.585   MT  1.00008397   -0 45 52.5
 EE2256;SPC GA W     - 1,778,897.60  1,895,683.82   sFT  1.00008397   -0 45 52.5
 EE2256;SPC AL E     -   486,049.819   230,160.142   MT  0.99997121   +0 11 19.3
 EE2256;UTM  16      - 3,861,038.368   636,766.830   MT  0.99983054   +0 51 21.7
 EE2256
 EE2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2256!SPC GA W     -   0.99996832  x   1.00008397  =   1.00005228
 EE2256!SPC AL E     -   0.99996832  x   0.99997121  =   0.99993953
 EE2256!UTM  16      -   0.99996832  x   0.99983054  =   0.99979886
 EE2256
 EE2256:                Primary Azimuth Mark                     Grid Az
 EE2256:SPC GA W     -  BV 041 208 GAHD 1972                     205 27 59.7
 EE2256:SPC AL E     -  BV 041 208 GAHD 1972                     204 30 47.9
 EE2256:UTM  16      -  BV 041 208 GAHD 1972                     203 50 45.5
 EE2256
 EE2256|---------------------------------------------------------------------|
 EE2256| PID    Reference Object                     Distance      Geod. Az  |
 EE2256|                                                           dddmmss.s |
 EE2256| EE2264 BV 041 208 GAHD 1972                APPROX. 1.3 KM 2044207.2 |
 EE2256|---------------------------------------------------------------------|
 EE2256
 EE2256                          SUPERSEDED SURVEY CONTROL
 EE2256
 EE2256  NAD 83(1994)-  34 52 57.12562(N)    085 30 12.26935(W) AD(       ) 2
 EE2256  NAD 83(1986)-  34 52 57.12676(N)    085 30 12.26733(W) AD(       ) 2
 EE2256  NAD 27      -  34 52 56.84884(N)    085 30 12.39532(W) AD(       ) 2
 EE2256  NGVD 29 (07/19/86)  227.62   (m)          746.8    (f) LEVELING    3  
 EE2256
 EE2256.Superseded values are not recommended for survey control.
 EE2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2256.See file dsdata.txt to determine how the superseded data were derived.
 EE2256
 EE2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3676761038(NAD 83)
 EE2256_MARKER: DD = SURVEY DISK
 EE2256_SETTING: 0 = UNSPECIFIED SETTING
 EE2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2256
 EE2256  HISTORY     - Date     Condition        Report By
 EE2256  HISTORY     - 1972     MONUMENTED       GADT
 EE2256  HISTORY     - 20060522 GOOD             GADT
 EE2256
 EE2256                          STATION DESCRIPTION
 EE2256
 EE2256'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2256'THE STATION IS LOCATED 0.8 MILE NORTHEAST OF TRENTON,
 EE2256'GEORGIA.  2.8 MILES WEST OF THE INTERSECTION OF GA 143 AND GA
 EE2256'301.  1.10 MILES NORTH OF THE INTERSECTION OF GA 143 AND
 EE2256'INTERSTATE 59, ON THE RIGHT-OF-WAY OF THE GEORGIA HIGHWAY
 EE2256'DEPARTMENT.
 EE2256'
 EE2256'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA
 EE2256'PROCEED NORTH ON U.S. 11 FOR 0.80 MILE TO THE STATION.
 EE2256'
 EE2256'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2256'STAMPED BV 041-209, IS LOCATED ON THE WESTSIDE OF U.S. 11 54.7
 EE2256'FEET WEST OF THE CENTERLINE OF U.S. 11.  16.5 FEET NORTHEAST FROM
 EE2256'THE CENTERLINE OF THE MAIN GATE ON THE BAPTIST CHURCH
 EE2256'CEMETERY.  100 FEET SOUTH OF A TELEPHONE POLE.  30 FEET NORTH OF
 EE2256'A TELEPHONE POLE.  83.5 FEET NORTHEAST FROM THE CENTER OF GRAYS
 EE2256'HEADSTONE.
 EE2256
 EE2256                          STATION RECOVERY (2006)
 EE2256
 EE2256'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2095 ***********************************************************************
 EE2095  DESIGNATION -  BV 041 210 GAHD 1972
 EE2095  PID         -  EE2095
 EE2095  STATE/COUNTY-  GA/DADE
 EE2095  USGS QUAD   -  HOOKER (1982)
 EE2095
 EE2095                         *CURRENT SURVEY CONTROL
 EE2095  ___________________________________________________________________
 EE2095* NAD 83(1994)-  34 53 20.85937(N)    085 29 55.87619(W)     ADJUSTED  
 EE2095* NAVD 88     -       231.14   (meters)     758.3    (feet)  RESET     
 EE2095  ___________________________________________________________________
 EE2095  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EE2095  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EE2095
 EE2095  HORZ ORDER  -  SECOND
 EE2095  VERT ORDER  -  THIRD
 EE2095
 EE2095.The horizontal coordinates were established by classical geodetic methods
 EE2095.and adjusted by the National Geodetic Survey in September 1997..
 EE2095
 EE2095.The orthometric height was computed from unverified reset data.
 EE2095
 EE2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2095
 EE2095.The geoid height was determined by GEOID03.
 EE2095
 EE2095;                    North         East     Units Scale Factor Converg.
 EE2095;SPC GA W     -   542,934.960   578,231.553   MT  1.00008269   -0 45 43.5
 EE2095;SPC GA W     - 1,781,279.11  1,897,081.35   sFT  1.00008269   -0 45 43.5
 EE2095;UTM  16      - 3,861,775.826   637,171.995   MT  0.99983191   +0 51 31.6
 EE2095
 EE2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2095!SPC GA W     -   0.99996829  x   1.00008269  =   1.00005098
 EE2095!UTM  16      -   0.99996829  x   0.99983191  =   0.99980020
 EE2095
 EE2095:                Primary Azimuth Mark                     Grid Az
 EE2095:SPC GA W     -  BV 041 209 GAHD 1972                     210 24 19.9
 EE2095:UTM  16      -  BV 041 209 GAHD 1972                     208 47 04.8
 EE2095
 EE2095|---------------------------------------------------------------------|
 EE2095| PID    Reference Object                     Distance      Geod. Az  |
 EE2095|                                                           dddmmss.s |
 EE2095| EE2256 BV 041 209 GAHD 1972                APPROX. 0.8 KM 2093836.4 |
 EE2095|---------------------------------------------------------------------|
 EE2095
 EE2095                          SUPERSEDED SURVEY CONTROL
 EE2095
 EE2095  NAD 83(1994)-  34 53 20.86096(N)    085 29 55.87798(W) AD(       ) 2
 EE2095  NAD 83(1986)-  34 53 20.86209(N)    085 29 55.87595(W) AD(       ) 2
 EE2095  NAD 27      -  34 53 20.58454(N)    085 29 56.00452(W) AD(       ) 2
 EE2095  NGVD 29 (07/19/86)  229.51   (m)          753.0    (f) LEVELING    3  
 EE2095
 EE2095.Superseded values are not recommended for survey control.
 EE2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2095.See file dsdata.txt to determine how the superseded data were derived.
 EE2095
 EE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3717261776(NAD 83)
 EE2095_MARKER: DD = SURVEY DISK
 EE2095_SETTING: 0 = UNSPECIFIED SETTING
 EE2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2095
 EE2095  HISTORY     - Date     Condition        Report By
 EE2095  HISTORY     - 1972     MONUMENTED       GADT
 EE2095  HISTORY     - 20060522 GOOD             GADT
 EE2095
 EE2095                          STATION DESCRIPTION
 EE2095
 EE2095'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2095'THE STATION IS LOCATED 1.3 MILES NORTHEAST OF TRENTON, GEORGIA
 EE2095'2.9 MILES NORTHEAST OF THE INTERSECTION OF GA. 143 AND
 EE2095'GA. 301.  1.6 MILES NORTH OF THE INTERSECTION OF GA. 143 AND
 EE2095'INTERSTATE 59, ON THE RIGHT-OF-WAY OF THE GEORGIA HIGHWAY
 EE2095'DEPARTMENT.
 EE2095'
 EE2095'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2095'PROCEED NORTH ON U.S. 11 1.35 MILES TO THE STATION.
 EE2095'
 EE2095'THE STATION, A STANDARD BRASS DISC IN A CONCRETE POST AND
 EE2095'STAMPED B.V. 041-210, IS LOCATED 29.0 FEET EAST OF THE CENTERLINE
 EE2095'OF U.S. 11.  147.4 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 EE2095'BRICK HOUSE.  29.3 FEET SOUTHEAST OF THE P.I. OF A PAVED DRIVE
 EE2095'AND U.S. 11.  32.7 FEET NORTH OF A 12 INCH CEDAR TREE.  91.7
 EE2095'FEET NORTHEAST FROM THE P.I. OF A DRIVE AND U.S. 11.
 EE2095
 EE2095                          STATION RECOVERY (2006)
 EE2095
 EE2095'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2083 ***********************************************************************
 EE2083  DESIGNATION -  BV 041 211
 EE2083  PID         -  EE2083
 EE2083  STATE/COUNTY-  GA/DADE
 EE2083  USGS QUAD   -  DURHAM (1983)
 EE2083
 EE2083                         *CURRENT SURVEY CONTROL
 EE2083  ___________________________________________________________________
 EE2083* NAD 83(1994)-  34 48 00.95639(N)    085 27 27.98669(W)     ADJUSTED  
 EE2083* NAVD 88     -       603.6    (meters)    1980.     (feet)  VERTCON   
 EE2083  ___________________________________________________________________
 EE2083  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 EE2083  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2083
 EE2083  HORZ ORDER  -  SECOND
 EE2083
 EE2083.The horizontal coordinates were established by classical geodetic methods
 EE2083.and adjusted by the National Geodetic Survey in September 1997..
 EE2083
 EE2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2083
 EE2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2083
 EE2083.The geoid height was determined by GEOID03.
 EE2083
 EE2083;                    North         East     Units Scale Factor Converg.
 EE2083;SPC GA W     -   533,027.747   581,859.784   MT  1.00007197   -0 44 13.0
 EE2083;SPC GA W     - 1,748,775.20  1,908,984.97   sFT  1.00007197   -0 44 13.0
 EE2083;UTM  16      - 3,851,977.421   641,077.766   MT  0.99984531   +0 52 49.2
 EE2083
 EE2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2083!SPC GA W     -   0.99990982  x   1.00007197  =   0.99998178
 EE2083!UTM  16      -   0.99990982  x   0.99984531  =   0.99975514
 EE2083
 EE2083:                Primary Azimuth Mark                     Grid Az
 EE2083:SPC GA W     -  BV 041 211 AZ MK 1                       121 08 14.5
 EE2083:UTM  16      -  BV 041 211 AZ MK 1                       119 31 12.3
 EE2083
 EE2083|---------------------------------------------------------------------|
 EE2083| PID    Reference Object                     Distance      Geod. Az  |
 EE2083|                                                           dddmmss.s |
 EE2083| CG4959 BV 041 211 AZ MK 1                                 1202401.5 |
 EE2083| CG4960 BV 041 211 AZ MK 2                                 3003814.5 |
 EE2083|---------------------------------------------------------------------|
 EE2083
 EE2083                          SUPERSEDED SURVEY CONTROL
 EE2083
 EE2083  NAD 83(1994)-  34 48 00.95857(N)    085 27 27.98915(W) AD(       ) 2
 EE2083  NAD 83(1986)-  34 48 00.95980(N)    085 27 27.98747(W) AD(       ) 2
 EE2083  NAD 27      -  34 48 00.67828(N)    085 27 28.12173(W) AD(       ) 2
 EE2083  NGVD 29 (07/19/86)  603.6    (m)         1980.     (f) VERT ANG       
 EE2083
 EE2083.Superseded values are not recommended for survey control.
 EE2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2083.See file dsdata.txt to determine how the superseded data were derived.
 EE2083
 EE2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4107851977(NAD 83)
 EE2083_MARKER: DD = SURVEY DISK
 EE2083_SETTING: 0 = UNSPECIFIED SETTING
 EE2083
 EE2083  HISTORY     - Date     Condition        Report By
 EE2083  HISTORY     - 1972     MONUMENTED       GADT
 EE2083
 EE2083                          STATION DESCRIPTION
 EE2083
 EE2083'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2083'THE STATION IS LOCATED 6.0 MILES SOUTHEAST OF TRENTON,
 EE2083'GEORGIA.  5.8 MILES SOUTHEAST OF THE INTERSECTION OF GA. 143
 EE2083'AND INTERSTATE 59.  0.2 MILES SOUTHEAST OF THE INTERSECTION OF
 EE2083'GA. 157 NORTH AND GA. 143, ON THE RIGHT-OF-WAY OF THE GEORGIA
 EE2083'HIGHWAY DEPARTMENT.
 EE2083'
 EE2083'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2083'PROCEED 0.29 MILE SOUTH ON U.S. 11 TO THE INTERSECTION OF
 EE2083'GA. 143.  CONTINUE EAST ON GA. 143 13.94 MILES TO THE INTERSECTION
 EE2083'OF GA. 143 AND GA. 189.
 EE2083'
 EE2083'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2083'STAMPED B.V. 041-211, IS LOCATED 374.4 FEET SOUTHEAST OF THE
 EE2083'INTERSECTION OF GA. 143 AND GA. 189.  42.5 FEET SOUTH OF THE
 EE2083'CENTERLINE OF GA. 143.  12.7 FEET NORTHEAST OF A POWER
 EE2083'POLE.  199.6 FEET SOUTHEAST OF THE P.I. OF A DRIVE.
 EE2083'
 EE2083'AZIMUTH 1 IS LOCATED 0.5 MILE EAST OF THE STATION.  58.5 FEET
 EE2083'SOUTHWEST OF THE CENTERLINE OF GA. 143.  39.8 FEET SOUTHEAST OF
 EE2083'A POWER POLE.
 EE2083'
 EE2083'AZIMUTH 2 IS LOCATED 1.5 MILE WEST OF THE STATION.  27 FEET
 EE2083'NORTHEAST OF THE CENTERLINE OF GA. 143.  7 FEET SOUTHWEST OF
 EE2083'A TELEPHONE POLE.  81.6 FEET WEST OF A POWER POLE.  130.7 FEET
 EE2083'SOUTHEAST OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2272 ***********************************************************************
 EE2272  DESIGNATION -  BV 041 212
 EE2272  PID         -  EE2272
 EE2272  STATE/COUNTY-  GA/DADE
 EE2272  USGS QUAD   -  SULPHUR SPRINGS (1982)
 EE2272
 EE2272                         *CURRENT SURVEY CONTROL
 EE2272  ___________________________________________________________________
 EE2272* NAD 83(1994)-  34 43 56.16176(N)    085 30 40.32460(W)     ADJUSTED  
 EE2272* NAVD 88     -       256.8    (meters)     843.     (feet)  VERTCON   
 EE2272  ___________________________________________________________________
 EE2272  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EE2272  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE2272
 EE2272  HORZ ORDER  -  SECOND
 EE2272
 EE2272.The horizontal coordinates were established by classical geodetic methods
 EE2272.and adjusted by the National Geodetic Survey in September 1997..
 EE2272
 EE2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2272
 EE2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2272
 EE2272.The geoid height was determined by GEOID03.
 EE2272
 EE2272;                    North         East     Units Scale Factor Converg.
 EE2272;SPC GA W     -   525,548.455   576,869.765   MT  1.00008681   -0 45 58.1
 EE2272;SPC GA W     - 1,724,236.89  1,892,613.55   sFT  1.00008681   -0 45 58.1
 EE2272;SPC AL E     -   469,377.865   229,501.183   MT  0.99997072   +0 11 00.7
 EE2272;UTM  16      - 3,844,362.236   636,301.795   MT  0.99982898   +0 50 54.1
 EE2272
 EE2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2272!SPC GA W     -   0.99996423  x   1.00008681  =   1.00005104
 EE2272!SPC AL E     -   0.99996423  x   0.99997072  =   0.99993496
 EE2272!UTM  16      -   0.99996423  x   0.99982898  =   0.99979322
 EE2272
 EE2272:                Primary Azimuth Mark                     Grid Az
 EE2272:SPC GA W     -  BV 041 212 AZ MK                         355 08 06.1
 EE2272:SPC AL E     -  BV 041 212 AZ MK                         354 11 07.3
 EE2272:UTM  16      -  BV 041 212 AZ MK                         353 31 13.9
 EE2272
 EE2272|---------------------------------------------------------------------|
 EE2272| PID    Reference Object                     Distance      Geod. Az  |
 EE2272|                                                           dddmmss.s |
 EE2272| CG4961 BV 041 212 AZ MK                                   3542208.0 |
 EE2272|---------------------------------------------------------------------|
 EE2272
 EE2272                          SUPERSEDED SURVEY CONTROL
 EE2272
 EE2272  NAD 83(1994)-  34 43 56.16428(N)    085 30 40.32699(W) AD(       ) 2
 EE2272  NAD 83(1986)-  34 43 56.16576(N)    085 30 40.32531(W) AD(       ) 2
 EE2272  NAD 27      -  34 43 55.88045(N)    085 30 40.45332(W) AD(       ) 2
 EE2272  NGVD 29 (07/19/86)  256.8    (m)          843.     (f) VERT ANG       
 EE2272
 EE2272.Superseded values are not recommended for survey control.
 EE2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2272.See file dsdata.txt to determine how the superseded data were derived.
 EE2272
 EE2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3630244362(NAD 83)
 EE2272_MARKER: DD = SURVEY DISK
 EE2272_SETTING: 0 = UNSPECIFIED SETTING
 EE2272
 EE2272  HISTORY     - Date     Condition        Report By
 EE2272  HISTORY     - 1972     MONUMENTED       GADT
 EE2272
 EE2272                          STATION DESCRIPTION
 EE2272
 EE2272'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2272'THE STATION IS LOCATED 0.5 MILE SOUTHEAST OF THE INTERSECTION OF
 EE2272'GA 189 AND GA 58 AND U.S. 11 8.7 MILES SOUTH OF TRENTON,
 EE2272'GEORGIA.  7.5 MILES SOUTH OF CLOUDLAND STATE PARK, IN MILLERS
 EE2272'CEMETERY.
 EE2272'
 EE2272'TO REACH FROM THE DADE COUNTY COURTHOUSE IN TRENTON, GEORGIA,
 EE2272'PROCEED SOUTH ON U.S. 11 FOR 0.13 MILE TO THE INTERSECTION OF
 EE2272'GA 143, PROCEED WEST ON GA 143 FOR 0.3 MILE TO THE INTERSECTION
 EE2272'OF INTERSTATE 59.  PROCEED SOUTH ON INTERSTATE 59 FOR 7.2 MILES TO
 EE2272'THE RISING FAWN EXIT.  PROCEED EAST 0.3 MILE ON THE COUNTY PAVED
 EE2272'ROAD 130.  PROCEED EAST 1.9 MILES TO THE END OF THE
 EE2272'PAVEMENT.  CONTINUE SOUTH ON COUNTY DIRT ROAD 130 0.7 MILE
 EE2272'TO STATION IN MILLERS CEMETERY.
 EE2272'
 EE2272'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST
 EE2272'AND STAMPED BV 041-212, IS LOCATED 2.3 FEET SOUTH OF THE FENCE
 EE2272'LINE.  44.6 FEET WEST OF THE FENCE CORNER.  27.7 FEET NORTHWEST
 EE2272'OF FORESTOR HEADSTONE.  30 FEET NORTHEAST OF A 12 INCH HOLLY
 EE2272'TREE.  85 FEET EAST OF A 24 INCH CEDAR TREE.
 EE2272'
 EE2272'THE AZIMUTH IS LOCATED 0.4 MILE NORTH OF THE STATION.  21.6 FEET
 EE2272'WEST OF THE CENTERLINE OF THE COUNTY DIRT ROAD.  50.5 FEET
 EE2272'NORTHEAST OF A 20 INCH LOCUST TREE.  57.7 FEET SOUTHEAST OF A
 EE2272'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2273 ***********************************************************************
 EE2273  DESIGNATION -  BV 041 213 GAHD 1972
 EE2273  PID         -  EE2273
 EE2273  STATE/COUNTY-  GA/DADE
 EE2273  USGS QUAD   -  SULPHUR SPRINGS (1982)
 EE2273
 EE2273                         *CURRENT SURVEY CONTROL
 EE2273  ___________________________________________________________________
 EE2273* NAD 83(1994)-  34 41 40.37324(N)    085 31 10.07090(W)     ADJUSTED  
 EE2273* NAVD 88     -       599.2    (meters)    1966.     (feet)  VERTCON   
 EE2273  ___________________________________________________________________
 EE2273  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EE2273  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE2273
 EE2273  HORZ ORDER  -  SECOND
 EE2273
 EE2273.The horizontal coordinates were established by classical geodetic methods
 EE2273.and adjusted by the National Geodetic Survey in September 1997..
 EE2273
 EE2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2273
 EE2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2273
 EE2273.The geoid height was determined by GEOID03.
 EE2273
 EE2273;                    North         East     Units Scale Factor Converg.
 EE2273;SPC GA W     -   521,374.237   576,056.745   MT  1.00008928   -0 46 12.4
 EE2273;SPC GA W     - 1,710,541.98  1,889,946.17   sFT  1.00008928   -0 46 12.4
 EE2273;SPC AL E     -   465,191.243   228,757.512   MT  0.99997019   +0 10 43.2
 EE2273;UTM  16      - 3,840,167.869   635,606.828   MT  0.99982666   +0 50 34.3
 EE2273
 EE2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2273!SPC GA W     -   0.99991048  x   1.00008928  =   0.99999975
 EE2273!SPC AL E     -   0.99991048  x   0.99997019  =   0.99988067
 EE2273!UTM  16      -   0.99991048  x   0.99982666  =   0.99973715
 EE2273
 EE2273:                Primary Azimuth Mark                     Grid Az
 EE2273:SPC GA W     -  FOX                                      310 12 39.6
 EE2273:SPC AL E     -  FOX                                      309 15 44.0
 EE2273:UTM  16      -  FOX                                      308 35 52.9
 EE2273
 EE2273|---------------------------------------------------------------------|
 EE2273| PID    Reference Object                     Distance      Geod. Az  |
 EE2273|                                                           dddmmss.s |
 EE2273| EE2271 FOX                                 APPROX. 6.1 KM 3092627.2 |
 EE2273| EE2265 DADE LOT                            APPROX.19.6 KM 3543024.8 |
 EE2273|---------------------------------------------------------------------|
 EE2273
 EE2273                          SUPERSEDED SURVEY CONTROL
 EE2273
 EE2273  NAD 83(1994)-  34 41 40.37583(N)    085 31 10.07345(W) AD(       ) 2
 EE2273  NAD 83(1986)-  34 41 40.37717(N)    085 31 10.07202(W) AD(       ) 2
 EE2273  NAD 27      -  34 41 40.08907(N)    085 31 10.19924(W) AD(       ) 2
 EE2273  NGVD 29 (07/19/86)  599.2    (m)         1966.     (f) VERT ANG       
 EE2273
 EE2273.Superseded values are not recommended for survey control.
 EE2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2273.See file dsdata.txt to determine how the superseded data were derived.
 EE2273
 EE2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3560740168(NAD 83)
 EE2273_MARKER: DD = SURVEY DISK
 EE2273_SETTING: 66 = SET IN ROCK OUTCROP
 EE2273_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 EE2273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2273+STABILITY: POSITION/ELEVATION WELL
 EE2273
 EE2273  HISTORY     - Date     Condition        Report By
 EE2273  HISTORY     - 1972     MONUMENTED       GADT
 EE2273
 EE2273                          STATION DESCRIPTION
 EE2273
 EE2273'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2273'THE STATION IS LOCATED 3.6 MILES SOUTHWEST OF THE INTERSECTION OF
 EE2273'STATE HIGHWAYS NUMBER 157 AND 239.  4.9 MILES SOUTH OF THE
 EE2273'INTERSECTION OF STATE HIGHWAYS NUMBER 189 AND 58.  10.7 MILES
 EE2273'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 143 AND 193.
 EE2273'
 EE2273'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBER 143 AND
 EE2273'193, PROCEED WEST ON STATE HIGHWAY 143 FOR 4.70 MILES TO THE
 EE2273'INTERSECTION OF STATE HIGHWAYS NUMBER 143 AND 157.  TURN LEFT AND
 EE2273'PROCEED SOUTH ON STATE HIGHWAY NUMBER 157 FOR 5.35 MILES TO THE
 EE2273'INTERSECTION OF STATE HIGHWAYS 157 AND 239.  TURN RIGHT AND
 EE2273'CONTINUE ON STATE HIGHWAY NUMBER 157 (DIRT ROAD) SOUTHWESTERLY
 EE2273'FOR 4.40 MILES TO THE STATION ON THE RIGHT.
 EE2273'
 EE2273'THE STATION, A STANDARD BRASS DISC SET IN BEDROCK AND STAMPED
 EE2273'BV 041-213, IS LOCATED 277 FEET NORTHWEST OF THE CENTERLINE
 EE2273'OF THE ROAD.  284 FEET NORTHWEST OF REFERENCE POINT A*.  269
 EE2273'FEET NORTH OF REFERENCE POINT B*.  ON A ROCK LEDGE JUTTING
 EE2273'OUT OVER THE BROW OF THE MOUNTAIN.
 EE2273'
 EE2273'* REFERENCE POINT A IS 176.3 FEET NORTH OF REFERENCE POINT
 EE2273'B.  THE REFERENCE POINTS ARE STANDARD BRASS DISCS STAMPED
 EE2273'REF A AND REF B PROJECTING APPROXIMATELY 10 INCHES ABOVE THE
 EE2273'GROUND AND SPRAYED WITH ORANGE PAINT.  THEY ARE APPROXIMATELY
 EE2273'4 FEET FROM THE ROAD DITCH AND SHOULD BE EASILY VISABLE FROM
 EE2273'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1619 ***********************************************************************
 EE1619  DESIGNATION -  BV 042 2 SHDSAM 1975
 EE1619  PID         -  EE1619
 EE1619  STATE/COUNTY-  GA/DAWSON
 EE1619  USGS QUAD   -  COAL MOUNTAIN (1985)
 EE1619
 EE1619                         *CURRENT SURVEY CONTROL
 EE1619  ___________________________________________________________________
 EE1619* NAD 83(1994)-  34 20 42.20822(N)    084 03 35.35340(W)     ADJUSTED  
 EE1619* NAVD 88     -       361.     (meters)    1184.     (feet)  VERTCON   
 EE1619  ___________________________________________________________________
 EE1619  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EE1619  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1619
 EE1619  HORZ ORDER  -  SECOND
 EE1619
 EE1619.The horizontal coordinates were established by classical geodetic methods
 EE1619.and adjusted by the National Geodetic Survey in September 1997..
 EE1619.No horizontal observational check was made to the station.
 EE1619
 EE1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1619
 EE1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1619
 EE1619.The geoid height was determined by GEOID03.
 EE1619
 EE1619;                    North         East     Units Scale Factor Converg.
 EE1619;SPC GA W     -   481,780.749   709,829.898   MT  0.99990119   +0 03 37.0
 EE1619;SPC GA W     - 1,580,642.34  2,328,833.59   sFT  0.99990119   +0 03 37.0
 EE1619;UTM  16      - 3,804,333.493   770,459.898   MT  1.00050176   +1 39 35.2
 EE1619;UTM  17      - 3,804,659.008   218,530.886   MT  1.00057668   -1 43 38.7
 EE1619
 EE1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1619!SPC GA W     -   0.99994796  x   0.99990119  =   0.99984916
 EE1619!UTM  16      -   0.99994796  x   1.00050176  =   1.00044970
 EE1619!UTM  17      -   0.99994796  x   1.00057668  =   1.00052461
 EE1619
 EE1619                          SUPERSEDED SURVEY CONTROL
 EE1619
 EE1619  NAD 83(1986)-  34 20 42.21475(N)    084 03 35.35348(W) AD(       ) 2
 EE1619  NAD 27      -  34 20 41.87039(N)    084 03 35.66989(W) AD(       ) 2
 EE1619  NGVD 29 (07/19/86)  361.     (m)         1184.     (f) VERT ANG       
 EE1619
 EE1619.Superseded values are not recommended for survey control.
 EE1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1619.See file dsdata.txt to determine how the superseded data were derived.
 EE1619
 EE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7046004333(NAD 83)
 EE1619_MARKER: DD = SURVEY DISK
 EE1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1619+STABILITY: SURFACE MOTION
 EE1619
 EE1619  HISTORY     - Date     Condition        Report By
 EE1619  HISTORY     - 1975     MONUMENTED       GADT
 EE1619
 EE1619                          STATION DESCRIPTION
 EE1619
 EE1619'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1619'THE STATION IS A STATE HIGHWAY DEPARTMENT SURVEYS AND AERIAL
 EE1619'MAPPING TRAVERSE STATION STANDARD DISK STAMPED 042-2 SET IN THE
 EE1619'TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 EE1619'SURFACE, LOCATED APPROXIMATELY 3-1/4 MILES EAST-NORTHEAST OF
 EE1619'SILVER CITY, 5 MILES NORTHWEST OF CHESTATEE, 5-3/4 MILES
 EE1619'NORTH-NORTHEAST OF COAL MOUNTAIN ON STATE RIGHT-OF-WAY.  TO
 EE1619'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 (STATE
 EE1619'ROUTE 9E) AND STATE ROUTE 369 IN COAL MOUNTAIN, LOCATED
 EE1619'APPROXIMATELY 5 MILES NORTH-NORTHEAST OF CUMMING, GO
 EE1619'NORTHERLY ALONG U.S. HIGHWAY 19 FOR 0.9 MILE TO THE JUNCTION
 EE1619'OF STATE ROUTE 9E FORKING TO THE RIGHT.  TURN RIGHT GOING
 EE1619'NORTHERLY ALONG STATE ROUTE 9E FOR 2.35 MILES TO THE JUNCTION
 EE1619'OF BURRUS ROAD (COUNTY ROAD 188) TO THE LEFT.  CONTINUE
 EE1619'GOING NORTHERLY ALONG STATE ROUTE 9E FOR 0.9 MILE TO THE
 EE1619'JUNCTION OF COUNTY ROAD 177 CROSSING CONTINUE GOING
 EE1619'NORTHEASTERLY ALONG STATE ROUTE 9E FOR 0.85 MILE TO THE
 EE1619'JUNCTION OF COUNTY ROAD 180 (POSTED 188 ON STOP SIGN).
 EE1619'CONTINUE GOING NORTHEAST ALONG STATE ROUTE 9E FOR 0.9 MILE
 EE1619'TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 17.5
 EE1619'FEET EAST OF THE CENTERLINE OF STATE ROUTE 9E, 136.0 FEET SOUTH
 EE1619'OF A 36 INCH HICKORY TREE, 4.0 FEET SOUTHWEST OF THE NORTH END
 EE1619'OF A CROSS DRAIN UNDER A DRIVEWAY, AND 252.5 FEET SOUTH OF A
 EE1619'CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1608 ***********************************************************************
 EE1608  DESIGNATION -  BV 042 200
 EE1608  PID         -  EE1608
 EE1608  STATE/COUNTY-  GA/DAWSON
 EE1608  USGS QUAD   -  DAWSONVILLE (1985)
 EE1608
 EE1608                         *CURRENT SURVEY CONTROL
 EE1608  ___________________________________________________________________
 EE1608* NAD 83(1994)-  34 24 05.52876(N)    084 07 24.65673(W)     ADJUSTED  
 EE1608* NAVD 88     -       421.3    (meters)    1382.     (feet)  VERTCON   
 EE1608  ___________________________________________________________________
 EE1608  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EE1608  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 EE1608
 EE1608  HORZ ORDER  -  SECOND
 EE1608
 EE1608.The horizontal coordinates were established by classical geodetic methods
 EE1608.and adjusted by the National Geodetic Survey in September 1997..
 EE1608
 EE1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1608
 EE1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1608
 EE1608.The geoid height was determined by GEOID03.
 EE1608
 EE1608;                    North         East     Units Scale Factor Converg.
 EE1608;SPC GA W     -   488,040.844   703,967.236   MT  0.99990019   +0 01 27.8
 EE1608;SPC GA W     - 1,601,180.67  2,309,599.17   sFT  0.99990019   +0 01 27.8
 EE1608;UTM  16      - 3,810,430.928   764,421.155   MT  1.00046192   +1 37 34.1
 EE1608
 EE1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1608!SPC GA W     -   0.99993849  x   0.99990019  =   0.99983868
 EE1608!UTM  16      -   0.99993849  x   1.00046192  =   1.00040038
 EE1608
 EE1608:                Primary Azimuth Mark                     Grid Az
 EE1608:SPC GA W     -  BV 042 200 AZ MK                         168 42 07.0
 EE1608:UTM  16      -  BV 042 200 AZ MK                         167 06 00.7
 EE1608
 EE1608|---------------------------------------------------------------------|
 EE1608| PID    Reference Object                     Distance      Geod. Az  |
 EE1608|                                                           dddmmss.s |
 EE1608| CZ4305 BV 042 200 AZ MK                                   1684334.8 |
 EE1608|---------------------------------------------------------------------|
 EE1608
 EE1608                          SUPERSEDED SURVEY CONTROL
 EE1608
 EE1608  NAD 83(1986)-  34 24 05.53510(N)    084 07 24.65756(W) AD(       ) 2
 EE1608  NAD 27      -  34 24 05.20760(N)    084 07 24.95985(W) AD(       ) 2
 EE1608  NGVD 29 (07/19/86)  421.3    (m)         1382.     (f) VERT ANG       
 EE1608
 EE1608.Superseded values are not recommended for survey control.
 EE1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1608.See file dsdata.txt to determine how the superseded data were derived.
 EE1608
 EE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6442110431(NAD 83)
 EE1608_MARKER: DD = SURVEY DISK
 EE1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1608
 EE1608  HISTORY     - Date     Condition        Report By
 EE1608  HISTORY     - 1972     MONUMENTED       GADT
 EE1608  HISTORY     - 20030410 GOOD             GADT
 EE1608
 EE1608                          STATION DESCRIPTION
 EE1608
 EE1608'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1608'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF
 EE1608'DAWSONVILLE, 2.9 MILES SOUTHEAST OF THE INTERSECTION OF STATE
 EE1608'ROUTE 183 AND STATE ROUTE 53, 3.2 MILES NORTH OF THE INTERSECTION
 EE1608'OF U.S. ROUTE 19 AND STATE ROUTE 318.
 EE1608'
 EE1608'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 53
 EE1608'AND U.S. ROUTE 19 IN DAWSONVILLE, PROCEED SOUTH ON U.S. ROUTE 19
 EE1608'FOR 1.6 MILES TO THE INTERSECTION OF A DIRT DRIVE ON THE RIGHT
 EE1608'LEADING TO A GROUP OF CHICKEN HOUSES.  TURN RIGHT ON THE DIRT
 EE1608'DRIVE AND PROCEED WEST FOR 0.15 MILES TO THE STATION ON THE
 EE1608'RIGHT BEHIND THE NORTHERN MOST CHICKEN HOUSE.
 EE1608'
 EE1608'THE STATION IS A STANDARD DISK STAMPED 042-200 SET IN A 10-INCH
 EE1608'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  A
 EE1608'UNDERGROUND MARK IS A STANDARD DISK STAMPED 042-200 SET IN AN
 EE1608'IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE SURFACE OF THE
 EE1608'GROUND.
 EE1608'
 EE1608'THE STATION IS 43.2 FEET SOUTH OF A WITNESS POST, 54.0 FEET
 EE1608'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A CHICKEN HOUSE, 66.9
 EE1608'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHICKEN HOUSE,
 EE1608'AND 53.2 FEET SOUTHEAST OF A 15-INCH OAK TREE.
 EE1608'
 EE1608'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ON THE
 EE1608'DIRT DRIVE TO THE INTERSECTION OF U.S. ROUTE 19.  TURN RIGHT AND
 EE1608'PROCEED SOUTH ON U.S. ROUTE 19 FOR 0.20 MILES TO THE AZIMUTH
 EE1608'MARK ON THE LEFT ON TOP OF A 12 FOOT BANK.
 EE1608'
 EE1608'THE MARK IS A STANDARD DISK STAMPED 042-200 AZI SET IN A 10-INCH
 EE1608'CONCRETE POST FLUSH WITH THE GROUND.
 EE1608'
 EE1608'IT IS 41.3 FEET EAST OF THE CENTERLINE OF U.S. ROUTE 19, 125.5
 EE1608'FEET SOUTHWEST OF THE POINT OF INTERSECTION OF A DRIVE AND
 EE1608'U.S. ROUTE 19.
 EE1608
 EE1608                          STATION RECOVERY (2003)
 EE1608
 EE1608'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1608'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1608'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1618 ***********************************************************************
 EE1618  DESIGNATION -  BV 042 201
 EE1618  PID         -  EE1618
 EE1618  STATE/COUNTY-  GA/DAWSON
 EE1618  USGS QUAD   -  COAL MOUNTAIN (1985)
 EE1618
 EE1618                         *CURRENT SURVEY CONTROL
 EE1618  ___________________________________________________________________
 EE1618* NAD 83(1994)-  34 20 16.40087(N)    084 02 12.76602(W)     ADJUSTED  
 EE1618* NAVD 88     -       415.9    (meters)    1364.     (feet)  VERTCON   
 EE1618  ___________________________________________________________________
 EE1618  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EE1618  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1618
 EE1618  HORZ ORDER  -  SECOND
 EE1618
 EE1618.The horizontal coordinates were established by classical geodetic methods
 EE1618.and adjusted by the National Geodetic Survey in September 1997..
 EE1618
 EE1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1618
 EE1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1618
 EE1618.The geoid height was determined by GEOID03.
 EE1618
 EE1618;                    North         East     Units Scale Factor Converg.
 EE1618;SPC GA W     -   480,988.072   711,941.490   MT  0.99990176   +0 04 23.6
 EE1618;SPC GA W     - 1,578,041.70  2,335,761.37   sFT  0.99990176   +0 04 23.6
 EE1618;UTM  16      - 3,803,599.615   772,594.087   MT  1.00051605   +1 40 20.8
 EE1618;UTM  17      - 3,803,800.276   220,618.118   MT  1.00056224   -1 42 50.9
 EE1618
 EE1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1618!SPC GA W     -   0.99993935  x   0.99990176  =   0.99984111
 EE1618!UTM  16      -   0.99993935  x   1.00051605  =   1.00045536
 EE1618!UTM  17      -   0.99993935  x   1.00056224  =   1.00050155
 EE1618
 EE1618:                Primary Azimuth Mark                     Grid Az
 EE1618:SPC GA W     -  SAWNEE MTN ATT MICROWAVE                 224 59 36.1
 EE1618:UTM  16      -  SAWNEE MTN ATT MICROWAVE                 223 23 38.9
 EE1618:UTM  17      -  SAWNEE MTN ATT MICROWAVE                 226 46 50.6
 EE1618
 EE1618|---------------------------------------------------------------------|
 EE1618| PID    Reference Object                     Distance      Geod. Az  |
 EE1618|                                                           dddmmss.s |
 EE1618| EE1671 SAWNEE MTN ATT MICROWAVE            APPROX.15.6 KM 2250359.7 |
 EE1618| CZ4306 BV 042 201 AZ MK                                   2394329.0 |
 EE1618|---------------------------------------------------------------------|
 EE1618
 EE1618                          SUPERSEDED SURVEY CONTROL
 EE1618
 EE1618  NAD 83(1986)-  34 20 16.40741(N)    084 02 12.76597(W) AD(       ) 2
 EE1618  NAD 27      -  34 20 16.06063(N)    084 02 13.08747(W) AD(       ) 2
 EE1618  NGVD 29 (07/19/86)  415.9    (m)         1364.     (f) VERT ANG       
 EE1618
 EE1618.Superseded values are not recommended for survey control.
 EE1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1618.See file dsdata.txt to determine how the superseded data were derived.
 EE1618
 EE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7259403600(NAD 83)
 EE1618_MARKER: DD = SURVEY DISK
 EE1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1618+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 EE1618
 EE1618  HISTORY     - Date     Condition        Report By
 EE1618  HISTORY     - 1975     MONUMENTED       GADT
 EE1618  HISTORY     - 20000115 GOOD             GADT
 EE1618  HISTORY     - 20030410 GOOD             GADT
 EE1618  HISTORY     - 20050215 GOOD             INDIV
 EE1618
 EE1618                          STATION DESCRIPTION
 EE1618
 EE1618'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1618'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHWEST OF
 EE1618'CHESTATEE, 6 MILES NORTHEAST OF COAL MOUNTAIN, AND 7-1/2 MILES
 EE1618'SOUTHEAST OF DAWSONVILLE ON COUNTY RIGHT OF WAY.
 EE1618'
 EE1618'TO REACH THE STATION FROM THE COURTHOUSE IN DAWSONVILLE, GO
 EE1618'EASTERLY ALONG U.S. HIGHWAY 19 (STATE ROUTE 9) AND STATE ROUTE
 EE1618'53 FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE 53 FORKING TO
 EE1618'THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG STATE ROUTE 53
 EE1618'FOR 3.55 MILES TO THE JUNCTION OF COUNTY ROAD 76
 EE1618'CROSSING.  CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 53 FOR
 EE1618'2.55 MILES TO THE JUNCTION OF STATE ROUTE 9E CROSSING.
 EE1618'CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 2.15
 EE1618'MILES TO THE JUNCTION OF COUNTY ROAD 92309 TO THE RIGHT AND
 EE1618'STATE ROUTE 318 TO THE LEFT.  TURN RIGHT, GOING SOUTHWESTERLY
 EE1618'ALONG COUNTY ROAD 92309 FOR 0.85 MILE TO THE STATION ON THE
 EE1618'RIGHT.
 EE1618'
 EE1618'THE STATION IS LOCATED 47 FEET NORTH-NORTHWEST OF THE
 EE1618'CENTERLINE OF COUNTY ROAD 92309, 99.0 FEET WEST-SOUTHWEST OF THE
 EE1618'SOUTHWEST END OF AN 18 INCH DRAIN PIPE UNDER AN ACCESS DRIVE TO
 EE1618'THE NORTHWEST, 131.0 FEET WEST-SOUTHWEST OF A FENCELINE PULL
 EE1618'POST AND FENCE CORNER POST, 71.0 FEET SOUTHEAST OF A POWER POLE,
 EE1618'194.0 FEET EAST OF ANOTHER POWER POLE, AND 1.5 FEET
 EE1618'SOUTH-SOUTHEAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 EE1618'STANDARD BRASS DISK STAMPED 042-201, SET IN THE TOP OF A 10
 EE1618'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1618'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 EE1618'STAMPED 042-201, SET IN THE TOP OF AN IRREGULAR MASS OF
 EE1618'CONCRETE APPROXIMATELY 0.55 METER BELOW THE SURFACE OF THE
 EE1618'GROUND.
 EE1618'
 EE1618'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 EE1618'ALONG COUNTY ROAD 92309 FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 EE1618'ROAD 101 TO THE RIGHT.  CONTINUE SOUTHWESTERLY ALONG COUNTY ROAD
 EE1618'92309 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 42
 EE1618'FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 92309, 84.8 FEET
 EE1618'NORTH-NORTHWEST OF THE JUNCTION OF FENCELINES ON THE SOUTHEAST
 EE1618'SIDE OF THE ROAD RUNNING PARALLEL WITH THE ROAD AND EAST-WEST,
 EE1618'96.5 FEET NORTH OF A POWER POLE ON THE SOUTHEAST SIDE OF THE
 EE1618'ROAD, 166.0 FEET SOUTHWEST OF AN 18 INCH DRAIN PIPE UNDER A
 EE1618'FIELD ROAD TO THE NORTHWEST, AND 1.4 FEET SOUTHEAST OF A
 EE1618'WITNESS POST SET AT AN ELECTRIC FENCELINE.  IT IS A STANDARD
 EE1618'DISK STAMPED 042-201 AZMK, SET IN THE TOP OF A 10 INCH
 EE1618'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1618'GROUND.
 EE1618
 EE1618                          STATION RECOVERY (2000)
 EE1618
 EE1618'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE1618'RECOVERED IN GOOD CONDITION.
 EE1618
 EE1618                          STATION RECOVERY (2003)
 EE1618
 EE1618'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1618'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1618'FOUND IN GOOD CONDITION.
 EE1618
 EE1618                          STATION RECOVERY (2005)
 EE1618
 EE1618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSC)
 EE1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1614 ***********************************************************************
 EE1614  CBN         -  This is a Cooperative Base Network Control Station.
 EE1614  DESIGNATION -  BV 042 202
 EE1614  PID         -  EE1614
 EE1614  STATE/COUNTY-  GA/LUMPKIN
 EE1614  USGS QUAD   -  DAWSONVILLE (1985)
 EE1614
 EE1614                         *CURRENT SURVEY CONTROL
 EE1614  ___________________________________________________________________
 EE1614* NAD 83(1994)-  34 27 39.12959(N)    084 05 27.14061(W)     ADJUSTED  
 EE1614* NAVD 88     -       461.0    (meters)    1512.     (feet)  GPS OBS   
 EE1614  ___________________________________________________________________
 EE1614  X           -     542,022.252 (meters)                     COMP
 EE1614  Y           -  -5,236,881.491 (meters)                     COMP
 EE1614  Z           -   3,588,957.985 (meters)                     COMP
 EE1614  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EE1614  ELLIP HEIGHT-         431.67  (meters)          (03/09/95) GPS OBS
 EE1614  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE1614
 EE1614  HORZ ORDER  -  B
 EE1614  ELLP ORDER  -  FIRST     CLASS I
 EE1614
 EE1614.The horizontal coordinates were established by GPS observations
 EE1614.and adjusted by the National Geodetic Survey in March 1995..
 EE1614
 EE1614.The orthometric height was determined by GPS observations and a
 EE1614.high-resolution geoid model.
 EE1614
 EE1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1614
 EE1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1614
 EE1614.The ellipsoidal height was determined by GPS observations
 EE1614.and is referenced to NAD 83.
 EE1614
 EE1614.The geoid height was determined by GEOID03.
 EE1614
 EE1614;                    North         East     Units Scale Factor Converg.
 EE1614;SPC GA W     -   494,623.832   706,963.500   MT  0.99990060   +0 02 34.4
 EE1614;SPC GA W     - 1,622,778.36  2,319,429.42   sFT  0.99990060   +0 02 34.4
 EE1614;UTM  16      - 3,817,098.960   767,233.702   MT  1.00048035   +1 38 49.5
 EE1614
 EE1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1614!SPC GA W     -   0.99993224  x   0.99990060  =   0.99983285
 EE1614!UTM  16      -   0.99993224  x   1.00048035  =   1.00041256
 EE1614
 EE1614:                Primary Azimuth Mark                     Grid Az
 EE1614:SPC GA W     -  BV 042 202 AZ MK                         010 51 52.9
 EE1614:UTM  16      -  BV 042 202 AZ MK                         009 15 37.8
 EE1614
 EE1614|---------------------------------------------------------------------|
 EE1614| PID    Reference Object                     Distance      Geod. Az  |
 EE1614|                                                           dddmmss.s |
 EE1614| CZ4307 BV 042 202 AZ MK                                   0105427.3 |
 EE1614|---------------------------------------------------------------------|
 EE1614
 EE1614                          SUPERSEDED SURVEY CONTROL
 EE1614
 EE1614  NAD 83(1986)-  34 27 39.13626(N)    084 05 27.14160(W) AD(       ) 2
 EE1614  NAD 27      -  34 27 38.80074(N)    084 05 27.45318(W) AD(       ) 2
 EE1614  NGVD 29 (07/19/86)  460.4    (m)         1510.     (f) VERT ANG       
 EE1614
 EE1614.Superseded values are not recommended for survey control.
 EE1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1614.See file dsdata.txt to determine how the superseded data were derived.
 EE1614
 EE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6723417099(NAD 83)
 EE1614_MARKER: DD = SURVEY DISK
 EE1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1614_STAMPING: 042-202
 EE1614_MARK LOGO: GADT  
 EE1614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EE1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1614+STABILITY: SURFACE MOTION
 EE1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1614+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 EE1614
 EE1614  HISTORY     - Date     Condition        Report By
 EE1614  HISTORY     - 1975     MONUMENTED       GADT
 EE1614  HISTORY     - 19940306 GOOD             GADT
 EE1614  HISTORY     - 20030410 GOOD             GADT
 EE1614  HISTORY     - 20050309 GOOD             INDIV
 EE1614
 EE1614                          STATION DESCRIPTION
 EE1614
 EE1614'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1614'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHEAST
 EE1614'OF DAWSONVILLE, 6 MILES EAST OF JUNO, AND 4 MILES WEST-SOUTHWEST
 EE1614'OF AURARIA ON STATE RIGHT OF WAY.
 EE1614'
 EE1614'TO REACH THE STATION FROM THE COURTHOUSE IN DAWSONVILLE, GO
 EE1614'EASTERLY ALONG STATE ROUTE 53 AND U.S. HIGHWAY 19 (STATE ROUTE
 EE1614'9) FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE 53 FORKING TO
 EE1614'THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 19 (STATE
 EE1614'ROUTE 9) FOR 2.1 MILES TO THE JUNCTION OF STATE ROUTE 136
 EE1614'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 19 FOR 1.3
 EE1614'MILES TO THE LUMPKIN-DAWSON COUNTY LINE.  CONTINUE NORTH ALONG
 EE1614'U.S. HIGHWAY 19 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 EE1614'
 EE1614'THE STATION IS LOCATED 37 FEET WEST OF THE CENTERLINE OF
 EE1614'U.S. HIGHWAY 19, 125.5 FEET NORTHWEST OF THE WESTERNMOST LEG OF
 EE1614'AN ABERDEEN ANGUS WALLACE FARM SIGN ON THE EAST SIDE OF THE
 EE1614'HIGHWAY, 30.4 FEET NORTH-NORTHEAST OF A GATE POST AND CORNER
 EE1614'FENCE POST, 33.0 FEET EAST OF A 4 INCH TWIN DOGWOOD TREE, 49.5
 EE1614'FEET SOUTH OF A TELEPHONE POLE, AND 2.6 FEET EAST OF A WITNESS
 EE1614'POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 EE1614'042-202, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE1614'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 EE1614'STATION IS A STANDARD DISK STAMPED 042-202, SET IN THE TOP OF
 EE1614'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 EE1614'BELOW THE SURFACE OF THE GROUND.
 EE1614'
 EE1614'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 EE1614'U.S. HIGHWAY 19 FOR 0.5 MILE TO THE MARK ON THE LEFT.  IT IS
 EE1614'LOCATED 41 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 19, 80.0
 EE1614'FEET WEST OF A POWER POLE ON THE EAST SIDE OF THE HIGHWAY, 92.0
 EE1614'FEET WEST-SOUTHWEST OF A TELEPHONE POLE BRACE POST ON THE WEST
 EE1614'SIDE OF THE HIGHWAY, 48.0 FEET SOUTH OF A TELEPHONE POLE, AND
 EE1614'1.5 FEET EAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 EE1614'STANDARD DISK STAMPED 042-202 AZMK, SET IN THE TOP OF A 10
 EE1614'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1614'GROUND.
 EE1614
 EE1614                          STATION RECOVERY (1994)
 EE1614
 EE1614'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE1614'THE STATION IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTH-NORTHEAST OF
 EE1614'DAWSONVILLE, 6 MI (9.7 KM) EAST OF JUNO AND 4 MI (6.4 KM)
 EE1614'WEST-SOUTHWEST OF AURARIA. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO REACH
 EE1614'THE STATION FROM THE COURTHOUSE IN DAWSONVILLE, GO EAST ON STATE
 EE1614'HIGHWAYS 53 AND 9 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE
 EE1614'HIGHWAY 53 FORKING RIGHT, CONTINUE NORTH ON STATE HIGHWAY 9 FOR 2.1 MI
 EE1614'(3.4 KM) TO THE JUNCTION OF STATE HIGHWAY 136 CROSSING, CONTINUE NORTH
 EE1614'ON STATE HIGHWAY 9 FOR 1.3 MI (2.1 KM) TO THE LUMPKIN/DAWSON COUNTY
 EE1614'LINE, CONTINUE NORTH ON STATE HIGHWAY 9 FOR 0.15 MI (0.24 KM) TO THE
 EE1614'STATION ON THE LEFT. THE STATION IS FLUSH WITH THE GROUND.  LOCATED
 EE1614'80.3 FT (24.5 M) EAST OF AN 8-INCH TWIN DOGWOOD TREE, 37.0 FT (11.3 M)
 EE1614'WEST OF THE CENTERLINE OF STATE HIGHWAY 9, 32.9 FT (10.0 M) NORTHWEST
 EE1614'OF THE NORTH END OF A 14-INCH CORRUGATED STEEL CROSS-DRAIN PIPE AT
 EE1614'DRIVE, 30.4 FT (9.3 M) NORTH-NORTHEAST OF GATEPOST THAT ALSO SERVES AS
 EE1614'A FENCE CORNERPOST AND 2.6 FT (0.8 M) EAST OF A WITNESS POST SET AT
 EE1614'THE FENCELINE.
 EE1614
 EE1614                          STATION RECOVERY (2003)
 EE1614
 EE1614'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1614'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1614'FOUND IN GOOD CONDITION.
 EE1614
 EE1614                          STATION RECOVERY (2005)
 EE1614
 EE1614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 EE1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1610 ***********************************************************************
 EE1610  DESIGNATION -  BV 042 203
 EE1610  PID         -  EE1610
 EE1610  STATE/COUNTY-  GA/DAWSON
 EE1610  USGS QUAD   -  DAWSONVILLE (1985)
 EE1610
 EE1610                         *CURRENT SURVEY CONTROL
 EE1610  ___________________________________________________________________
 EE1610* NAD 83(1994)-  34 22 57.29055(N)    084 01 05.98212(W)     ADJUSTED  
 EE1610* NAVD 88     -       405.     (meters)    1329.     (feet)  VERTCON   
 EE1610  ___________________________________________________________________
 EE1610  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EE1610  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE1610
 EE1610  HORZ ORDER  -  SECOND
 EE1610
 EE1610.The horizontal coordinates were established by classical geodetic methods
 EE1610.and adjusted by the National Geodetic Survey in September 1997..
 EE1610
 EE1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1610
 EE1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1610
 EE1610.The geoid height was determined by GEOID03.
 EE1610
 EE1610;                    North         East     Units Scale Factor Converg.
 EE1610;SPC GA W     -   485,947.507   713,641.100   MT  0.99990229   +0 05 01.6
 EE1610;SPC GA W     - 1,594,312.78  2,341,337.51   sFT  0.99990229   +0 05 01.6
 EE1610;UTM  16      - 3,808,607.677   774,155.512   MT  1.00052656   +1 41 05.5
 EE1610;UTM  17      - 3,808,707.462   222,472.884   MT  1.00054950   -1 42 20.1
 EE1610
 EE1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1610!SPC GA W     -   0.99994105  x   0.99990229  =   0.99984335
 EE1610!UTM  16      -   0.99994105  x   1.00052656  =   1.00046758
 EE1610!UTM  17      -   0.99994105  x   1.00054950  =   1.00049052
 EE1610
 EE1610|---------------------------------------------------------------------|
 EE1610| PID    Reference Object                     Distance      Geod. Az  |
 EE1610|                                                           dddmmss.s |
 EE1610| EE1609 BV 042 203 GADT 1975 PTA             22.108 METERS 00616     |
 EE1610| CZ4308 BV 042 203 AZ MK                                   0511308.9 |
 EE1610|---------------------------------------------------------------------|
 EE1610
 EE1610                          SUPERSEDED SURVEY CONTROL
 EE1610
 EE1610  NAD 83(1986)-  34 22 57.29791(N)    084 01 05.98135(W) AD(       ) 2
 EE1610  NAD 27      -  34 22 56.95402(N)    084 01 06.30566(W) AD(       ) 2
 EE1610  NGVD 29 (07/19/86)  405.     (m)         1329.     (f) VERT ANG       
 EE1610
 EE1610.Superseded values are not recommended for survey control.
 EE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1610.See file dsdata.txt to determine how the superseded data were derived.
 EE1610
 EE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7415608608(NAD 83)
 EE1610_MARKER: DD = SURVEY DISK
 EE1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1610+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 EE1610
 EE1610  HISTORY     - Date     Condition        Report By
 EE1610  HISTORY     - 1975     MONUMENTED       GADT
 EE1610  HISTORY     - 20030410 GOOD             GADT
 EE1610
 EE1610                          STATION DESCRIPTION
 EE1610
 EE1610'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1610'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF CHESTATEE,
 EE1610'6-3/4 MILES WEST-SOUTHWEST OF MURRAYVILLE, AND 6-1/2 MILES
 EE1610'EAST-SOUTHEAST OF DAWSONVILLE ON THE PROPERTY OF MR. R. JONES.
 EE1610'
 EE1610'TO REACH THE STATION FROM THE COURTHOUSE IN DAWSONVILLE, GO
 EE1610'EASTERLY ALONG U.S. HIGHWAY 19 (STATE ROUTE 9) AND STATE ROUTE
 EE1610'53 FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE 53 FORKING TO
 EE1610'THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG STATE ROUTE 53
 EE1610'FOR 3.55 MILES TO THE JUNCTION OF COUNTY ROAD 76 CROSSING.
 EE1610'CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 2.55 MILES TO
 EE1610'THE JUNCTION OF STATE ROUTE 9E CROSSING.  TURN LEFT, GOING
 EE1610'NORTHEASTERLY ALONG STATE ROUTE 9E FOR 0.95 MILE TO THE
 EE1610'JUNCTION OF COUNTY ROAD 128 TO THE RIGHT.  CONTINUE GOING
 EE1610'NORTHEASTERLY ALONG STATE ROUTE 9E FOR 0.75 MILE TO THE JONES
 EE1610'RESIDENCE AND THE STATION ON THE RIGHT.
 EE1610'
 EE1610'THE STATION IS LOCATED 59 FEET SOUTHEAST OF THE CENTERLINE OF
 EE1610'STATE ROUTE 9E, 34.0 FEET SOUTH OF A FENCELINE CORNER POST, 16
 EE1610'FEET WEST-SOUTHWEST OF A NORTHEASTERNMOST GATE POST, 3.4 FEET
 EE1610'WEST OF THE SOUTHWESTERNMOST GATE POST, 121.5 FEET NORTH-NORTHWEST
 EE1610'OF THE NORTHWEST CORNER OF THE JONES RESIDENCE, AND 109.5 FEET
 EE1610'NORTH-NORTHEAST OF A POWER POLE.  IT IS A STANDARD BRASS DISK
 EE1610'STAMPED 042-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1610'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1610'UNDERGROUND STATION IS A STANDARD DISK STAMPED 042-203,
 EE1610'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 EE1610'0.79 METER BELOW THE SURFACE OF THE GROUND.
 EE1610'
 EE1610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 EE1610'ALONG STATE ROUTE 9E FOR 0.3 MILE TO THE MARK ON THE LEFT.  IT
 EE1610'IS LOCATED 28 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 EE1610'9E, 141.0 FEET WEST OF A TELEPHONE POLE ON THE SOUTHEAST SIDE OF
 EE1610'THE HIGHWAY, 192 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY
 EE1610'TO THE NORTHWEST, 111.0 FEET EAST OF A 12 INCH DECIDUOUS TREE,
 EE1610'AND 3.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 EE1610'DISK STAMPED 042-203 AZMK, SET IN THE TOP OF A 10 INCH
 EE1610'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1610'GROUND.
 EE1610
 EE1610                          STATION RECOVERY (2003)
 EE1610
 EE1610'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1610'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1610'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1629 ***********************************************************************
 EE1629  DESIGNATION -  BV 042 204
 EE1629  PID         -  EE1629
 EE1629  STATE/COUNTY-  GA/DAWSON
 EE1629  USGS QUAD   -  JUNO (1997)
 EE1629
 EE1629                         *CURRENT SURVEY CONTROL
 EE1629  ___________________________________________________________________
 EE1629* NAD 83(1994)-  34 28 59.95165(N)    084 08 19.55180(W)     ADJUSTED  
 EE1629* NAVD 88     -       466.4    (meters)    1530.     (feet)  VERTCON   
 EE1629  ___________________________________________________________________
 EE1629  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EE1629  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EE1629
 EE1629  HORZ ORDER  -  SECOND
 EE1629
 EE1629.The horizontal coordinates were established by classical geodetic methods
 EE1629.and adjusted by the National Geodetic Survey in September 1997..
 EE1629
 EE1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1629
 EE1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1629
 EE1629.The geoid height was determined by GEOID03.
 EE1629
 EE1629;                    North         East     Units Scale Factor Converg.
 EE1629;SPC GA W     -   497,111.793   702,562.799   MT  0.99990008   +0 00 56.9
 EE1629;SPC GA W     - 1,630,940.94  2,304,991.45   sFT  0.99990008   +0 00 56.9
 EE1629;UTM  16      - 3,819,464.052   762,762.531   MT  1.00045113   +1 37 15.1
 EE1629
 EE1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1629!SPC GA W     -   0.99993138  x   0.99990008  =   0.99983147
 EE1629!UTM  16      -   0.99993138  x   1.00045113  =   1.00038248
 EE1629
 EE1629:                Primary Azimuth Mark                     Grid Az
 EE1629:SPC GA W     -  JUNO DAWSON LOT                          244 13 58.8
 EE1629:UTM  16      -  JUNO DAWSON LOT                          242 37 40.6
 EE1629
 EE1629|---------------------------------------------------------------------|
 EE1629| PID    Reference Object                     Distance      Geod. Az  |
 EE1629|                                                           dddmmss.s |
 EE1629| EE1631 JUNO DAWSON LOT                     APPROX. 4.2 KM 2441455.7 |
 EE1629|---------------------------------------------------------------------|
 EE1629
 EE1629                          SUPERSEDED SURVEY CONTROL
 EE1629
 EE1629  NAD 83(1986)-  34 28 59.95891(N)    084 08 19.55369(W) AD(       ) 2
 EE1629  NAD 27      -  34 28 59.62658(N)    084 08 19.85884(W) AD(       ) 2
 EE1629  NGVD 29 (07/19/86)  466.4    (m)         1530.     (f) VERT ANG       
 EE1629
 EE1629.Superseded values are not recommended for survey control.
 EE1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1629.See file dsdata.txt to determine how the superseded data were derived.
 EE1629
 EE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6276319464(NAD 83)
 EE1629_MARKER: DD = SURVEY DISK
 EE1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1629+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 EE1629
 EE1629  HISTORY     - Date     Condition        Report By
 EE1629  HISTORY     - 1975     MONUMENTED       GADT
 EE1629  HISTORY     - 20030410 GOOD             GADT
 EE1629
 EE1629                          STATION DESCRIPTION
 EE1629
 EE1629'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1629'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST OF JUNO, 4
 EE1629'1/2 MILES NORTH-NORTHWEST OF DAWSONVILLE, AND 6-1/2 MILES WEST
 EE1629'OF AURARIA ON THE PROPERTY OF MR. CLYDE TANNER.
 EE1629'
 EE1629'TO REACH THE STATION FROM THE COURTHOUSE IN DAWSONVILLE, GO
 EE1629'NORTH ALONG STATE ROUTE 136 SPUR FOR 2.6 MILES TO ITS TERMINATION
 EE1629'AT THE JUNCTION OF STATE ROUTE 136 CROSSING.  TURN LEFT, GOING
 EE1629'NORTHWESTERLY ALONG STATE ROUTE 136 FOR 0.6 MILE TO THE JUNCTION
 EE1629'OF COUNTY ROAD 49 TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG
 EE1629'COUNTY ROAD 49 FOR 0.45 MILE TO THE JUNCTION OF COUNTY ROAD 47
 EE1629'FORKING TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG COUNTY
 EE1629'ROAD 47 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 48 TO THE
 EE1629'RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 47 FOR
 EE1629'1.05 MILES TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 39
 EE1629'TO THE LEFT AND STRAIGHT AHEAD AND THE AZIMUTH MARK ON THE
 EE1629'LEFT.  CONTINUE GOING NORTH, NOW ALONG COUNTY ROAD 39, FOR
 EE1629'0.1 MILE TO THE STATION ON THE LEFT.
 EE1629'
 EE1629'THE STATION IS LOCATED 33 FEET NORTH OF THE CENTERLINE OF
 EE1629'COUNTY ROAD 39, 3.4 FEET NORTHWEST OF A POWER POLE, 27.3 FEET
 EE1629'SOUTHEAST OF A POWER POLE, 105.0 FEET SOUTHWEST OF AN 8 INCH
 EE1629'SHORT LEAF PINE TREE, 93.0 FEET EAST-SOUTHEAST OF A 6 INCH APPLE
 EE1629'TREE, 269.0 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 EE1629'BARN, AND 1.3 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.
 EE1629'IT IS A STANDARD BRASS DISK STAMPED 042-204, SET IN THE TOP OF A
 EE1629'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1629'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 EE1629'042-204, SET IN AN IRREGULAR MASS OF CONCRETE
 EE1629'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 EE1629'
 EE1629'THE AZIMUTH MARK IS LOCATED 18 FEET SOUTH OF THE CENTERLINE OF
 EE1629'COUNTY ROAD 39, 179 FEET WEST-SOUTHWEST OF THE POINT OF
 EE1629'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 47 AND COUNTY
 EE1629'ROAD 39, 46.5 FEET EAST-NORTHEAST OF A 3 INCH APPLE TREE (THE
 EE1629'FIRST IN A ROW OF TREES TO THE SOUTH), 53 FEET SOUTHEAST OF A
 EE1629'TELEPHONE POLE ON THE NORTH SIDE OF THE ROAD, 33 FEET WEST OF A
 EE1629'TELEPHONE BRACE POLE, 228.5 FEET SOUTH-SOUTHWEST OF A 30 INCH
 EE1629'OAK TREE ON THE NORTH SIDE OF THE ROAD, AND 1.5 FEET NORTH OF
 EE1629'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 042-204 AZMK,
 EE1629'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 EE1629'WITH THE SURFACE OF THE GROUND.
 EE1629
 EE1629                          STATION RECOVERY (2003)
 EE1629
 EE1629'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1629'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1629'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1559 ***********************************************************************
 EE1559  DESIGNATION -  BV 042 205
 EE1559  PID         -  EE1559
 EE1559  STATE/COUNTY-  GA/DAWSON
 EE1559  USGS QUAD   -  NIMBLEWILL (1982)
 EE1559
 EE1559                         *CURRENT SURVEY CONTROL
 EE1559  ___________________________________________________________________
 EE1559* NAD 83(1994)-  34 30 51.71668(N)    084 11 05.49671(W)     ADJUSTED  
 EE1559* NAVD 88     -       484.8    (meters)    1591.     (feet)  VERTCON   
 EE1559  ___________________________________________________________________
 EE1559  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EE1559  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 EE1559
 EE1559  HORZ ORDER  -  SECOND
 EE1559
 EE1559.The horizontal coordinates were established by classical geodetic methods
 EE1559.and adjusted by the National Geodetic Survey in September 1997..
 EE1559
 EE1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1559
 EE1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1559
 EE1559.The geoid height was determined by GEOID03.
 EE1559
 EE1559;                    North         East     Units Scale Factor Converg.
 EE1559;SPC GA W     -   500,555.205   698,329.560   MT  0.99990003   -0 00 37.1
 EE1559;SPC GA W     - 1,642,238.20  2,291,102.90   sFT  0.99990003   -0 00 37.1
 EE1559;UTM  16      - 3,822,789.279   758,432.143   MT  1.00042329   +1 35 45.5
 EE1559
 EE1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1559!SPC GA W     -   0.99992848  x   0.99990003  =   0.99982852
 EE1559!UTM  16      -   0.99992848  x   1.00042329  =   1.00035174
 EE1559
 EE1559:                Primary Azimuth Mark                     Grid Az
 EE1559:SPC GA W     -  BV 042 205 AZ MK                         106 44 30.1
 EE1559:UTM  16      -  BV 042 205 AZ MK                         105 08 07.5
 EE1559
 EE1559|---------------------------------------------------------------------|
 EE1559| PID    Reference Object                     Distance      Geod. Az  |
 EE1559|                                                           dddmmss.s |
 EE1559| CZ4310 BV 042 205 AZ MK                                   1064353.0 |
 EE1559|---------------------------------------------------------------------|
 EE1559
 EE1559                          SUPERSEDED SURVEY CONTROL
 EE1559
 EE1559  NAD 83(1986)-  34 30 51.72322(N)    084 11 05.49803(W) AD(       ) 2
 EE1559  NAD 27      -  34 30 51.39690(N)    084 11 05.79991(W) AD(       ) 2
 EE1559  NGVD 29 (07/19/86)  484.8    (m)         1591.     (f) VERT ANG       
 EE1559
 EE1559.Superseded values are not recommended for survey control.
 EE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1559.See file dsdata.txt to determine how the superseded data were derived.
 EE1559
 EE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5843222789(NAD 83)
 EE1559_MARKER: DD = SURVEY DISK
 EE1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1559
 EE1559  HISTORY     - Date     Condition        Report By
 EE1559  HISTORY     - 1975     MONUMENTED       GADT
 EE1559
 EE1559                          STATION DESCRIPTION
 EE1559
 EE1559'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1559'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHEAST
 EE1559'OF JUNO, 7-1/2 MILES NORTHWEST OF DAWSONVILLE, AND 11-1/2 MILES
 EE1559'WEST OF DAHLONEGA ON THE PROPERTY OF HOYT WATERS.
 EE1559'
 EE1559'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 342 AND
 EE1559'STATE ROUTE 136, LOCATED APPROXIMATELY 5-1/2 MILES NORTHWEST OF
 EE1559'DAWSONVILLE, GO NORTH ALONG STATE ROUTE 342 FOR 1.85 MILES TO
 EE1559'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTHWESTERLY
 EE1559'ALONG STATE ROUTE 342 FOR 0.25 MILE TO A DRIVEWAY TO THE HOYT
 EE1559'WATERS RESIDENCE TO THE LEFT.  TURN LEFT, GOING EAST BY THE
 EE1559'SOUTH SIDE OF THE WATERS RESIDENCE, SOUTH BETWEEN TWO CHICKEN
 EE1559'HOUSES, AND WEST AT THE END OF THE TWO CHICKEN HOUSES FOR 0.1
 EE1559'MILE TO A WIRE GAP IN A NORTH-SOUTH FENCELINE.  PASS THROUGH
 EE1559'THE GAP, GOING THROUGH ANOTHER GAP IN A RAIL FENCE FOR 0.15 MILE
 EE1559'TO THE TOP OF A HILL IN A PASTURE AND THE STATION.
 EE1559'
 EE1559'THE STATION IS LOCATED 80.8 FEET SOUTH OF A WITNESS POST SET AT
 EE1559'AN EAST-WEST FENCELINE, 81.2 FEET EAST-SOUTHEAST OF A 16 INCH
 EE1559'WHITE OAK TREE IN THE FENCELINE, 89.5 FEET SOUTHWEST OF AN 8 INCH
 EE1559'PINE TREE IN AN OBLIQUE ANGLE OF THE FENCELINE, 148.0 FEET
 EE1559'NORTHEAST OF A 12 INCH SWEET GUM IN THE PASTURE, AND 174.0 FEET
 EE1559'WEST-NORTHWEST OF A 4 INCH PERSIMMON TREE IN THE PASTURE.  IT IS
 EE1559'A STANDARD BRASS DISK STAMPED 042-205, SET IN THE TOP OF A 10
 EE1559'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1559'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 EE1559'042-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 EE1559'0.71 METER BELOW THE SURFACE OF THE GROUND.
 EE1559'
 EE1559'THE AZIMUTH MARK IS LOCATED 36 FEET EAST-NORTHEAST OF THE
 EE1559'CENTERLINE OF STATE ROUTE 342, 190.0 FEET SOUTH-SOUTHEAST OF THE
 EE1559'SOUTH POST OF A METAL GATE, 75.3 FEET EAST-NORTHEAST OF A FENCE
 EE1559'CORNER POST AND WOOD GATE POST ON THE WEST SIDE OF THE HIGHWAY,
 EE1559'5.3 FEET NORTHWEST OF A TELEPHONE POLE, AND 2.3 FEET
 EE1559'WEST-SOUTHWEST OF A FENCELINE AND WITNESS POST.  IT IS A STANDARD
 EE1559'DISK STAMPED 042-205 AZMK, SET IN THE TOP OF A 10 INCH
 EE1559'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1559'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1633 ***********************************************************************
 EE1633  DESIGNATION -  BV 042 206
 EE1633  PID         -  EE1633
 EE1633  STATE/COUNTY-  GA/DAWSON
 EE1633  USGS QUAD   -  JUNO (1997)
 EE1633
 EE1633                         *CURRENT SURVEY CONTROL
 EE1633  ___________________________________________________________________
 EE1633* NAD 83(1994)-  34 26 32.50368(N)    084 13 05.10185(W)     ADJUSTED  
 EE1633* NAVD 88     -       454.     (meters)    1489.     (feet)  VERTCON   
 EE1633  ___________________________________________________________________
 EE1633  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EE1633  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EE1633
 EE1633  HORZ ORDER  -  SECOND
 EE1633
 EE1633.The horizontal coordinates were established by classical geodetic methods
 EE1633.and adjusted by the National Geodetic Survey in September 1997..
 EE1633
 EE1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1633
 EE1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1633
 EE1633.The geoid height was determined by GEOID03.
 EE1633
 EE1633;                    North         East     Units Scale Factor Converg.
 EE1633;SPC GA W     -   492,569.616   695,275.072   MT  0.99990028   -0 01 44.7
 EE1633;SPC GA W     - 1,616,038.82  2,281,081.63   sFT  0.99990028   -0 01 44.7
 EE1633;UTM  16      - 3,814,717.131   755,601.038   MT  1.00040537   +1 34 27.3
 EE1633
 EE1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1633!SPC GA W     -   0.99993334  x   0.99990028  =   0.99983362
 EE1633!UTM  16      -   0.99993334  x   1.00040537  =   1.00033868
 EE1633
 EE1633:                Primary Azimuth Mark                     Grid Az
 EE1633:SPC GA W     -  BV 042 206 AZ MK                         037 49 56.2
 EE1633:UTM  16      -  BV 042 206 AZ MK                         036 13 44.2
 EE1633
 EE1633|---------------------------------------------------------------------|
 EE1633| PID    Reference Object                     Distance      Geod. Az  |
 EE1633|                                                           dddmmss.s |
 EE1633| CZ4311 BV 042 206 AZ MK                                   0374811.5 |
 EE1633| EE1632 BV 042 206 GADT RM1 1975             26.269 METERS 09600     |
 EE1633| CZ4312 BV 042 206 RM 2                      12.215 METERS 18532     |
 EE1633|---------------------------------------------------------------------|
 EE1633
 EE1633                          SUPERSEDED SURVEY CONTROL
 EE1633
 EE1633  NAD 83(1986)-  34 26 32.51031(N)    084 13 05.10287(W) AD(       ) 2
 EE1633  NAD 27      -  34 26 32.17549(N)    084 13 05.40125(W) AD(       ) 2
 EE1633  NGVD 29 (07/19/86)  454.     (m)         1489.     (f) VERT ANG       
 EE1633
 EE1633.Superseded values are not recommended for survey control.
 EE1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1633.See file dsdata.txt to determine how the superseded data were derived.
 EE1633
 EE1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5560114717(NAD 83)
 EE1633_MARKER: DD = SURVEY DISK
 EE1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1633
 EE1633  HISTORY     - Date     Condition        Report By
 EE1633  HISTORY     - 1975     MONUMENTED       GADT
 EE1633
 EE1633                          STATION DESCRIPTION
 EE1633
 EE1633'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1633'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH-SOUTHWEST
 EE1633'OF JUNO, 6 MILES WEST OF DAWSONVILLE, AND 9-1/2 MILES NORTHWEST
 EE1633'OF SILVER CITY ON THE PROPERTY OF GEORGIA KRAFT.
 EE1633'
 EE1633'TO REACH THE STATION FROM THE COURTHOUSE IN DAWSONVILLE, GO WEST
 EE1633'ALONG STATE ROUTE 53 FOR 2.55 MILES TO THE JUNCTION OF STATE ROUTE
 EE1633'183 TO THE RIGHT.  CONTINUE GOING WEST ALONG STATE ROUTE 53 FOR
 EE1633'2.2 MILES TO THE JUNCTION OF COUNTY ROAD 92276 CROSSING.  TURN
 EE1633'RIGHT, GOING NORTH ALONG COUNTY ROAD 92276 FOR 1.1 MILES TO THE
 EE1633'JUNCTION OF COUNTY ROAD 3 TO THE RIGHT.  CONTINUE GOING NORTH
 EE1633'ALONG COUNTY ROAD 92276 FOR 0.95 MILE TO ITS TERMINATION AT THE
 EE1633'JUNCTION OF COUNTY ROAD 92275 CROSSING (PAVED TO THE RIGHT AND
 EE1633'DIRT TO THE LEFT).  TURN LEFT, GOING WEST ALONG DIRT COUNTY
 EE1633'ROAD 92275 FOR 0.3 MILE TO A BRIDGE OVER AMICALOLA CREEK.
 EE1633'CONTINUE GOING WEST ALONG COUNTY ROAD 92275 FOR 0.8 MILE TO
 EE1633'THE STATION ON THE RIGHT.
 EE1633'
 EE1633'THE STATION IS LOCATED 12.0 FEET NORTH OF THE CENTERLINE OF
 EE1633'COUNTY ROAD 92275, 89.5 FEET SOUTHEAST OF A TALL 6 INCH CHERRY
 EE1633'TREE WITH A FORK IN THE TOP, 85.0 FEET NORTHWEST OF AN 8 INCH
 EE1633'SHORT LEAF PINE TREE ON THE SOUTH SIDE OF THE ROAD, AND 3.6 FEET
 EE1633'SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 EE1633'042-206, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE1633'4 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 EE1633'STATION IS A STANDARD DISK STAMPED 042-206, SET IN THE TOP OF AN
 EE1633'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.66 METER BELOW THE
 EE1633'SURFACE OF THE GROUND.
 EE1633'
 EE1633'REFERENCE MARK 1 IS LOCATED 20.0 FEET NORTH OF THE CENTERLINE OF
 EE1633'COUNTY ROAD 92275, 151.5 FEET EAST-SOUTHEAST OF THE 6 INCH CHERRY
 EE1633'TREE WITH A FORK IN THE TOP, AND 3.5 FEET SOUTH OF A WITNESS
 EE1633'POST.  IT IS A STANDARD DISK STAMPED 042-206 RM 1, SET IN THE TOP
 EE1633'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE
 EE1633'OF THE GROUND.
 EE1633'
 EE1633'REFERENCE MARK 2 IS LOCATED 20.0 FEET SOUTH OF THE CENTERLINE OF
 EE1633'COUNTY ROAD 92275, 126.5 FEET SOUTH OF THE 6 INCH CHERRY TREE
 EE1633'WITH A FORK IN THE TOP, 61.1 FEET WEST-NORTHWEST OF THE 8 INCH
 EE1633'SHORT LEAF PINE TREE, AND 1.5 FEET NORTH OF A WITNESS POST.  IT IS
 EE1633'A STANDARD DISK STAMPED 042-206 RM 2, SET IN THE TOP OF A 10 INCH
 EE1633'CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE
 EE1633'GROUND.
 EE1633'
 EE1633'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 92275
 EE1633'AND COUNTY ROAD 92276, GO NORTH ALONG COUNTY ROAD 92275 FOR 0.65
 EE1633'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 37 FEET SOUTHEAST
 EE1633'OF THE CENTERLINE OF COUNTY ROAD 92275, 84.0 FEET SOUTHWEST OF
 EE1633'THE SOUTH GATE POST OF A METAL GATE IN A FENCELINE PARALLELING
 EE1633'THE ROAD, 234.0 FEET NORTH-NORTHEAST OF A POWER POLE, AND 3.3
 EE1633'FEET NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 EE1633'STANDARD DISK STAMPED 042-206 AZMK, SET IN THE TOP OF A 10
 EE1633'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1633'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1632 ***********************************************************************
 EE1632  DESIGNATION -  BV 042 206 GADT RM1 1975
 EE1632  PID         -  EE1632
 EE1632  STATE/COUNTY-  GA/DAWSON
 EE1632  USGS QUAD   -  JUNO (1997)
 EE1632
 EE1632                         *CURRENT SURVEY CONTROL
 EE1632  ___________________________________________________________________
 EE1632* NAD 83(1994)-  34 26 32.41467(N)    084 13 04.07847(W)     ADJUSTED  
 EE1632* NAVD 88     -       454.     (meters)    1489.     (feet)  VERTCON   
 EE1632  ___________________________________________________________________
 EE1632  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 EE1632  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EE1632
 EE1632  HORZ ORDER  -  SECOND
 EE1632
 EE1632.The horizontal coordinates were established by classical geodetic methods
 EE1632.and adjusted by the National Geodetic Survey in September 1997..
 EE1632
 EE1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1632
 EE1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1632
 EE1632.The geoid height was determined by GEOID03.
 EE1632
 EE1632;                    North         East     Units Scale Factor Converg.
 EE1632;SPC GA W     -   492,566.860   695,301.193   MT  0.99990027   -0 01 44.1
 EE1632;SPC GA W     - 1,616,029.77  2,281,167.33   sFT  0.99990027   -0 01 44.1
 EE1632;UTM  16      - 3,814,715.106   755,627.239   MT  1.00040553   +1 34 27.8
 EE1632
 EE1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1632!SPC GA W     -   0.99993334  x   0.99990027  =   0.99983361
 EE1632!UTM  16      -   0.99993334  x   1.00040553  =   1.00033884
 EE1632
 EE1632:                Primary Azimuth Mark                     Grid Az
 EE1632:SPC GA W     -  JUNO                                     052 18 51.9
 EE1632:UTM  16      -  JUNO                                     050 42 40.0
 EE1632
 EE1632|---------------------------------------------------------------------|
 EE1632| PID    Reference Object                     Distance      Geod. Az  |
 EE1632|                                                           dddmmss.s |
 EE1632| EE1630 JUNO                                APPROX. 4.4 KM 0521707.8 |
 EE1632| EE1633 BV 042 206                           26.269 METERS 27600     |
 EE1632|---------------------------------------------------------------------|
 EE1632
 EE1632                          SUPERSEDED SURVEY CONTROL
 EE1632
 EE1632  NAD 83(1986)-  34 26 32.42130(N)    084 13 04.07949(W) AD(       ) 2
 EE1632  NAD 27      -  34 26 32.08648(N)    084 13 04.37790(W) AD(       ) 2
 EE1632  NGVD 29 (07/19/86)  454.     (m)         1489.     (f) VERT ANG       
 EE1632
 EE1632.Superseded values are not recommended for survey control.
 EE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1632.See file dsdata.txt to determine how the superseded data were derived.
 EE1632
 EE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5562714715(NAD 83)
 EE1632_MARKER: DS = TRIANGULATION STATION DISK
 EE1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1632+STABILITY: SURFACE MOTION
 EE1632
 EE1632  HISTORY     - Date     Condition        Report By
 EE1632  HISTORY     - 1975     MONUMENTED       NGS
 EE1632
 EE1632                          STATION DESCRIPTION
 EE1632
 EE1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WRN)
 EE1632'THE MARK, A STANDARD DISK STAMPED 042-206 RM 1, IS SET IN THE TOP
 EE1632'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE
 EE1632'OF THE GROUND.  IT IS LOCATED 20.0 FEET NORTH OF THE CENTERLINE
 EE1632'OF COUNTY ROAD 92275, 151.5 FEET EAST-SOUTHEAST OF THE 6 INCH
 EE1632'CHERRY TREE WITH A FORK IN THE TOP, AND 3.5 FEET SOUTH OF A
 EE1632'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3298 ***********************************************************************
 BE3298  DESIGNATION -  BV 043 200
 BE3298  PID         -  BE3298
 BE3298  STATE/COUNTY-  GA/DECATUR
 BE3298  USGS QUAD   -  CLIMAX NORTH (1974)
 BE3298
 BE3298                         *CURRENT SURVEY CONTROL
 BE3298  ___________________________________________________________________
 BE3298* NAD 83(1994)-  30 55 34.08128(N)    084 23 33.25664(W)     ADJUSTED  
 BE3298* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 BE3298  ___________________________________________________________________
 BE3298  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BE3298  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE3298
 BE3298  HORZ ORDER  -  SECOND
 BE3298
 BE3298.The horizontal coordinates were established by classical geodetic methods
 BE3298.and adjusted by the National Geodetic Survey in September 1997..
 BE3298
 BE3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3298
 BE3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3298
 BE3298.The geoid height was determined by GEOID03.
 BE3298
 BE3298;                    North         East     Units Scale Factor Converg.
 BE3298;SPC GA W     -   102,683.060   678,410.666   MT  0.99990575   -0 06 58.0
 BE3298;SPC GA W     -   336,886.01  2,225,752.33   sFT  0.99990575   -0 06 58.0
 BE3298;UTM  16      - 3,424,330.615   749,153.484   MT  1.00036582   +1 20 26.6
 BE3298
 BE3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3298!SPC GA W     -   0.99998934  x   0.99990575  =   0.99989509
 BE3298!UTM  16      -   0.99998934  x   1.00036582  =   1.00035516
 BE3298
 BE3298|---------------------------------------------------------------------|
 BE3298| PID    Reference Object                     Distance      Geod. Az  |
 BE3298|                                                           dddmmss.s |
 BE3298| BE3299 BV 043 200 GADT 1973 PTA              6.835 METERS 07825     |
 BE3298| CW1885 BV 043 200 AZ MK                                   1214855.0 |
 BE3298|---------------------------------------------------------------------|
 BE3298
 BE3298                          SUPERSEDED SURVEY CONTROL
 BE3298
 BE3298  NAD 83(1986)-  30 55 34.08844(N)    084 23 33.26176(W) AD(       ) 2
 BE3298  NAD 27      -  30 55 33.40795(N)    084 23 33.59101(W) AD(       ) 2
 BE3298  NGVD 29 (07/19/86)   95.7    (m)          314.     (f) VERT ANG       
 BE3298
 BE3298.Superseded values are not recommended for survey control.
 BE3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3298.See file dsdata.txt to determine how the superseded data were derived.
 BE3298
 BE3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4915324331(NAD 83)
 BE3298_MARKER: DD = SURVEY DISK
 BE3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3298
 BE3298  HISTORY     - Date     Condition        Report By
 BE3298  HISTORY     - 1973     MONUMENTED       GADT
 BE3298
 BE3298                          STATION DESCRIPTION
 BE3298
 BE3298'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3298'THE STATION IS ABOUT 3.5 MILES NORTH AND 2.4 MILES EAST OF
 BE3298'CLIMAX, 3.0 MILES NORTH AND 4.0 MILES WEST OF WHIGHAM, 12.1 MILES
 BE3298'NORTH AND 5.6 MILES EAST OF ATTAPULGUS.
 BE3298'
 BE3298'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 312
 BE3298'IN WHIGHAM PROCEED NORTHWEST ON GA. 312 FOR 4.0 MILES TO DIRT
 BE3298'COUNTY ROAD NO. 117, TURN RIGHT ON DIRT COUNTY ROAD NO. 117 AND
 BE3298'PROCEED NORTH FOR 1.70 MILES TO DIRT COUNTY ROAD NO. 116, TURN
 BE3298'LEFT AND PROCEED WEST FOR 0.4 MILE TO THE STATION ON THE
 BE3298'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST ON DIRT COUNTY
 BE3298'ROAD NO. 116 FROM THE STATION FOR 0.35 MILE TO THE AZIMUTH MARK
 BE3298'ON THE LEFT.
 BE3298'
 BE3298'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3298'OF TRANSPORTATION, STAMPED 043-200.  THE SURFACE DISK IS SET IN
 BE3298'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3298'WITH THE GROUND.  IT IS 3.4 FEET NORTH OF A WITNESS POST, 24.0
 BE3298'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 20.0 FEET WEST OF
 BE3298'A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3298'OF CONCRETE 2.45 FEET BELOW THE SURFACE DISK.
 BE3298'
 BE3298'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3298'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BE3298'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3298'GROUND.  IT IS 86.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BE3298'HOUSE, 35.0 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND
 BE3298'19.0 FEET NORTHWEST OF A FENCE CORNER.
 BE3298'
 BE3298'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3295 ***********************************************************************
 BE3295  DESIGNATION -  BV 043 201
 BE3295  PID         -  BE3295
 BE3295  STATE/COUNTY-  GA/DECATUR
 BE3295  USGS QUAD   -  CLIMAX NORTH (1974)
 BE3295
 BE3295                         *CURRENT SURVEY CONTROL
 BE3295  ___________________________________________________________________
 BE3295* NAD 83(1994)-  30 53 56.63838(N)    084 23 04.85946(W)     ADJUSTED  
 BE3295* NAVD 88     -        95.1    (meters)     312.     (feet)  VERTCON   
 BE3295  ___________________________________________________________________
 BE3295  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BE3295  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE3295
 BE3295  HORZ ORDER  -  SECOND
 BE3295
 BE3295.The horizontal coordinates were established by classical geodetic methods
 BE3295.and adjusted by the National Geodetic Survey in September 1997..
 BE3295
 BE3295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3295
 BE3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3295
 BE3295.The geoid height was determined by GEOID03.
 BE3295
 BE3295;                    North         East     Units Scale Factor Converg.
 BE3295;SPC GA W     -    99,680.934   679,158.655   MT  0.99990536   -0 06 43.0
 BE3295;SPC GA W     -   327,036.53  2,228,206.35   sFT  0.99990536   -0 06 43.0
 BE3295;UTM  16      - 3,421,347.087   749,977.909   MT  1.00037090   +1 20 37.4
 BE3295
 BE3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3295!SPC GA W     -   0.99998942  x   0.99990536  =   0.99989478
 BE3295!UTM  16      -   0.99998942  x   1.00037090  =   1.00036031
 BE3295
 BE3295:                Primary Azimuth Mark                     Grid Az
 BE3295:SPC GA W     -  BV 043 201 AZ MK                         074 36 37.5
 BE3295:UTM  16      -  BV 043 201 AZ MK                         073 09 17.1
 BE3295
 BE3295|---------------------------------------------------------------------|
 BE3295| PID    Reference Object                     Distance      Geod. Az  |
 BE3295|                                                           dddmmss.s |
 BE3295| CW1886 BV 043 201 AZ MK                                   0742954.5 |
 BE3295| BE3296 BV 043 201 GADT 1973 PTA             22.534 METERS 26402     |
 BE3295| BE3297 CLIMAX LOT                          APPROX. 0.8 KM 2640430.2 |
 BE3295|---------------------------------------------------------------------|
 BE3295
 BE3295                          SUPERSEDED SURVEY CONTROL
 BE3295
 BE3295  NAD 83(1986)-  30 53 56.64554(N)    084 23 04.86470(W) AD(       ) 2
 BE3295  NAD 27      -  30 53 55.96209(N)    084 23 05.19501(W) AD(       ) 2
 BE3295  NGVD 29 (07/19/86)   95.2    (m)          312.     (f) VERT ANG       
 BE3295
 BE3295.Superseded values are not recommended for survey control.
 BE3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3295.See file dsdata.txt to determine how the superseded data were derived.
 BE3295
 BE3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4997821347(NAD 83)
 BE3295_MARKER: DD = SURVEY DISK
 BE3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3295
 BE3295  HISTORY     - Date     Condition        Report By
 BE3295  HISTORY     - 1973     MONUMENTED       GADT
 BE3295
 BE3295                          STATION DESCRIPTION
 BE3295
 BE3295'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3295'THE STATION IS ABOUT 1.5 MILES NORTH AND 2.7 MILES EAST OF
 BE3295'CLIMAX, 1.0 MILE NORTH AND 3.7 MILES WEST OF WHIGHAM, 1.0 MILE
 BE3295'NORTH AND 10.6 MILES EAST OF CAIRO.
 BE3295'
 BE3295'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3295'GA. 312 IN WHIGHAM PROCEED NORTHWEST ON GA. 312 FOR 3.8 MILES
 BE3295'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3295'EAST ON GA. 312 FROM THE STATION FOR 0.4 MILE TO THE AZIMUTH MARK
 BE3295'ON THE LEFT.
 BE3295'
 BE3295'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BE3295'TRANSPORTATION, STAMPED 043-201.  THE SURFACE DISK IS SET IN THE
 BE3295'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3295'THE GROUND.  IT IS 12.0 FEET NORTH OF A POWER POLE, 9.5 FEET WEST
 BE3295'OF A WITNESS POST, AND 30.0 FEET SOUTH OF THE CENTERLINE OF THE
 BE3295'PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3295'CONCRETE 1.82 FEET BELOW THE SURFACE DISK.
 BE3295'
 BE3295'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3295'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3295'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3295'GROUND.  IT IS 36.0 FEET NORTH OF THE CENTERLINE OF THE PAVED
 BE3295'ROAD, 79.0 FEET NORTH OF A FENCE, AND 17.5 FEET EAST OF THE
 BE3295'CENTERLINE OF A DIRT ROAD.
 BE3295'
 BE3295'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3255 ***********************************************************************
 BE3255  DESIGNATION -  BV 043 202
 BE3255  PID         -  BE3255
 BE3255  STATE/COUNTY-  GA/DECATUR
 BE3255  USGS QUAD   -  HAVANA NORTH (1982)
 BE3255
 BE3255                         *CURRENT SURVEY CONTROL
 BE3255  ___________________________________________________________________
 BE3255* NAD 83(1994)-  30 43 49.82042(N)    084 26 41.89273(W)     ADJUSTED  
 BE3255* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 BE3255  ___________________________________________________________________
 BE3255  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BE3255  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3255
 BE3255  HORZ ORDER  -  SECOND
 BE3255
 BE3255.The horizontal coordinates were established by classical geodetic methods
 BE3255.and adjusted by the National Geodetic Survey in September 1997..
 BE3255.No horizontal observational check was made to the station.
 BE3255
 BE3255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3255
 BE3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3255
 BE3255.The geoid height was determined by GEOID03.
 BE3255
 BE3255;                    North         East     Units Scale Factor Converg.
 BE3255;SPC GA W     -    81,007.834   673,348.988   MT  0.99990876   -0 08 32.0
 BE3255;SPC GA W     -   265,773.20  2,209,145.80   sFT  0.99990876   -0 08 32.0
 BE3255;UTM  16      - 3,402,524.339   744,640.915   MT  1.00033835   +1 18 22.6
 BE3255
 BE3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3255!SPC GA W     -   0.99999462  x   0.99990876  =   0.99990338
 BE3255!UTM  16      -   0.99999462  x   1.00033835  =   1.00033297
 BE3255
 BE3255:                Primary Azimuth Mark                     Grid Az
 BE3255:SPC GA W     -  BV 043 202 AZ MK                         299 43 17.5
 BE3255:UTM  16      -  BV 043 202 AZ MK                         298 16 22.9
 BE3255
 BE3255|---------------------------------------------------------------------|
 BE3255| PID    Reference Object                     Distance      Geod. Az  |
 BE3255|                                                           dddmmss.s |
 BE3255| CW1887 BV 043 202 AZ MK                                   2993445.5 |
 BE3255| BE3256 ATTAPULGUS MUN TANK                 APPROX. 4.3 KM 2993833.8 |
 BE3255| BE3258 BV 043 202 GADT 1973 PTA             19.657 METERS 34301     |
 BE3255|---------------------------------------------------------------------|
 BE3255
 BE3255                          SUPERSEDED SURVEY CONTROL
 BE3255
 BE3255  NAD 83(1986)-  30 43 49.82738(N)    084 26 41.89825(W) AD(       ) 2
 BE3255  NAD 27      -  30 43 49.13186(N)    084 26 42.22286(W) AD(       ) 2
 BE3255  NGVD 29 (07/19/86)   62.1    (m)          204.     (f) VERT ANG       
 BE3255
 BE3255.Superseded values are not recommended for survey control.
 BE3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3255.See file dsdata.txt to determine how the superseded data were derived.
 BE3255
 BE3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4464102524(NAD 83)
 BE3255_MARKER: DD = SURVEY DISK
 BE3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3255
 BE3255  HISTORY     - Date     Condition        Report By
 BE3255  HISTORY     - 1973     MONUMENTED       GADT
 BE3255
 BE3255                          STATION DESCRIPTION
 BE3255
 BE3255'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3255'THE STATION IS ABOUT 1.1 MILE SOUTH AND 2.4 MILES EAST OF
 BE3255'ATTAPULGUS, 11.8 MILES SOUTH AND 8.0 MILES EAST OF BAINBRIDGE,
 BE3255'10.8 MILES SOUTH AND 7.2 MILES WEST OF WHIGHAM.
 BE3255'
 BE3255'TO REACH THE STATION FROM THE INTERSECTION OF GA. 241 AND
 BE3255'U.S. 27 IN ATTAPULGUS, PROCEED SOUTH ON U.S. 27 FOR 2.8 MILES TO
 BE3255'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED NORTH
 BE3255'ON U.S. 27 FROM THE STATION FOR 0.35 MILE TO THE AZIMUTH MARK
 BE3255'ON THE LEFT.
 BE3255'
 BE3255'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3255'OF TRANSPORTATION, STAMPED 043-202.  THE SURFACE DISK IS SET IN
 BE3255'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3255'WITH THE GROUND.  IT IS 2.5 FEET SOUTHWEST OF A WITNESS POST,
 BE3255'20.0 FEET SOUTH OF A POWER POLE, 49.0 FEET NORTHEAST OF THE
 BE3255'CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BE3255'IRREGULAR MASS OF CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3255'
 BE3255'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3255'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3255'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3255'GROUND.  IT IS 39.0 FEET NORTHEAST OF A WOODS LINE, 44.0 FEET
 BE3255'NORTHEAST OF A POWER POLE, 32.0 FEET SOUTHWEST OF THE CENTERLINE
 BE3255'OF THE PAVED ROAD.
 BE3255'
 BE3255'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1834 ***********************************************************************
 BT1834  DESIGNATION -  BV 043 203
 BT1834  PID         -  BT1834
 BT1834  STATE/COUNTY-  GA/DECATUR
 BT1834  USGS QUAD   -  VADA (1983)
 BT1834
 BT1834                         *CURRENT SURVEY CONTROL
 BT1834  ___________________________________________________________________
 BT1834* NAD 83(1994)-  31 03 04.77733(N)    084 26 07.30814(W)     ADJUSTED  
 BT1834* NAVD 88     -        43.7    (meters)     143.     (feet)  VERTCON   
 BT1834  ___________________________________________________________________
 BT1834  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BT1834  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BT1834
 BT1834  HORZ ORDER  -  SECOND
 BT1834
 BT1834.The horizontal coordinates were established by classical geodetic methods
 BT1834.and adjusted by the National Geodetic Survey in September 1997..
 BT1834
 BT1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1834
 BT1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1834
 BT1834.The geoid height was determined by GEOID03.
 BT1834
 BT1834;                    North         East     Units Scale Factor Converg.
 BT1834;SPC GA W     -   116,570.912   674,354.595   MT  0.99990811   -0 08 18.9
 BT1834;SPC GA W     -   382,449.73  2,212,445.03   sFT  0.99990811   -0 08 18.9
 BT1834;UTM  16      - 3,438,116.792   744,743.044   MT  1.00033892   +1 19 24.6
 BT1834
 BT1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1834!SPC GA W     -   0.99999748  x   0.99990811  =   0.99990559
 BT1834!UTM  16      -   0.99999748  x   1.00033892  =   1.00033640
 BT1834
 BT1834:                Primary Azimuth Mark                     Grid Az
 BT1834:SPC GA W     -  BV 043 203 AZ MK                         045 40 11.2
 BT1834:UTM  16      -  BV 043 203 AZ MK                         044 12 27.7
 BT1834
 BT1834|---------------------------------------------------------------------|
 BT1834| PID    Reference Object                     Distance      Geod. Az  |
 BT1834|                                                           dddmmss.s |
 BT1834| CY8407 BV 043 203 AZ MK                                   0453152.3 |
 BT1834| BT1838 BV 043 203 GADT 1973 PTA              7.777 METERS 19916     |
 BT1834|---------------------------------------------------------------------|
 BT1834
 BT1834                          SUPERSEDED SURVEY CONTROL
 BT1834
 BT1834  NAD 83(1986)-  31 03 04.78463(N)    084 26 07.31343(W) AD(       ) 2
 BT1834  NAD 27      -  31 03 04.11780(N)    084 26 07.63697(W) AD(       ) 2
 BT1834  NGVD 29 (07/19/86)   43.8    (m)          144.     (f) VERT ANG       
 BT1834
 BT1834.Superseded values are not recommended for survey control.
 BT1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1834.See file dsdata.txt to determine how the superseded data were derived.
 BT1834
 BT1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4474338117(NAD 83)
 BT1834_MARKER: DD = SURVEY DISK
 BT1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1834
 BT1834  HISTORY     - Date     Condition        Report By
 BT1834  HISTORY     - 1973     MONUMENTED       GADT
 BT1834
 BT1834                          STATION DESCRIPTION
 BT1834
 BT1834'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1834'THE STATION IS ABOUT 12.0 MILES NORTH OF CLIMAX, 1.4 MILES SOUTH
 BT1834'AND 20.5 MILES WEST OF MEIGS, 5.4 MILES SOUTH AND 16.5 MILES
 BT1834'WEST OF PELHAM.
 BT1834'
 BT1834'TO REACH THE STATION FROM THE INTERSECTION OF GA. 262 AND
 BT1834'GA. 97 IN VADA PROCEED SOUTH ON GA. 97 FOR 2.40 MILES TO THE
 BT1834'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH
 BT1834'ON GA. 97 FROM THE STATION FOR 0.30 MILE TO THE AZIMUTH MARK ON
 BT1834'THE LEFT.
 BT1834'
 BT1834'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1834'OF TRANSPORTATION, STAMPED 043-203.  THE SURFACE DISK IS SET IN
 BT1834'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1834'WITH THE GROUND.  IT IS 75.0 FEET NORTHEAST OF A POWER POLE, 4.5
 BT1834'FEET NORTH OF A WITNESS POST, 44.0 FEET WEST OF THE CENTERLINE
 BT1834'OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1834'MASS OF CONCRETE 1.83 FEET BELOW THE SURFACE DISK.
 BT1834'
 BT1834'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1834'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1834'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1834'GROUND.  IT IS 4.8 FEET EAST OF A FENCE, 51.0 FEET WEST OF THE
 BT1834'CENTERLINE OF THE PAVED ROAD, AND 421.0 FEET NORTH OF A CONCRETE
 BT1834'PIPE.
 BT1834'
 BT1834'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1839 ***********************************************************************
 BT1839  DESIGNATION -  BV 043 204
 BT1839  PID         -  BT1839
 BT1839  STATE/COUNTY-  GA/DECATUR
 BT1839  USGS QUAD   -  VADA (1983)
 BT1839
 BT1839                         *CURRENT SURVEY CONTROL
 BT1839  ___________________________________________________________________
 BT1839* NAD 83(1994)-  31 03 40.69981(N)    084 27 36.21131(W)     ADJUSTED  
 BT1839* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 BT1839  ___________________________________________________________________
 BT1839  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BT1839  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BT1839
 BT1839  HORZ ORDER  -  SECOND
 BT1839
 BT1839.The horizontal coordinates were established by classical geodetic methods
 BT1839.and adjusted by the National Geodetic Survey in September 1997..
 BT1839
 BT1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1839
 BT1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1839
 BT1839.The geoid height was determined by GEOID03.
 BT1839
 BT1839;                    North         East     Units Scale Factor Converg.
 BT1839;SPC GA W     -   117,683.088   672,000.495   MT  0.99990967   -0 09 05.0
 BT1839;SPC GA W     -   386,098.60  2,204,721.62   sFT  0.99990967   -0 09 05.0
 BT1839;UTM  16      - 3,439,168.976   742,360.321   MT  1.00032460   +1 18 40.1
 BT1839
 BT1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1839!SPC GA W     -   0.99999783  x   0.99990967  =   0.99990750
 BT1839!UTM  16      -   0.99999783  x   1.00032460  =   1.00032243
 BT1839
 BT1839|---------------------------------------------------------------------|
 BT1839| PID    Reference Object                     Distance      Geod. Az  |
 BT1839|                                                           dddmmss.s |
 BT1839| BT1840 BV 043 204 GADT 1973 PTA             21.711 METERS 17105     |
 BT1839| CY8408 BV 043 204 AZ MK                                   1823741.4 |
 BT1839|---------------------------------------------------------------------|
 BT1839
 BT1839                          SUPERSEDED SURVEY CONTROL
 BT1839
 BT1839  NAD 83(1986)-  31 03 40.70710(N)    084 27 36.21657(W) AD(       ) 2
 BT1839  NAD 27      -  31 03 40.04180(N)    084 27 36.53741(W) AD(       ) 2
 BT1839  NGVD 29 (07/19/86)   41.6    (m)          136.     (f) VERT ANG       
 BT1839
 BT1839.Superseded values are not recommended for survey control.
 BT1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1839.See file dsdata.txt to determine how the superseded data were derived.
 BT1839
 BT1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4236039169(NAD 83)
 BT1839_MARKER: DD = SURVEY DISK
 BT1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1839
 BT1839  HISTORY     - Date     Condition        Report By
 BT1839  HISTORY     - 1973     MONUMENTED       GADT
 BT1839
 BT1839                          STATION DESCRIPTION
 BT1839
 BT1839'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1839'THE STATION IS ABOUT 1.0 MILE SOUTH AND 22.0 MILES WEST OF
 BT1839'MEIGS, 4.4 MILES SOUTH AND 18.1 MILES WEST OF PELHAM, 12.8 MILES
 BT1839'NORTH AND 1.4 MILES WEST OF CLIMAX.
 BT1839'
 BT1839'TO REACH THE STATION FROM THE INTERSECTION OF GA. 262 AND
 BT1839'GA. 97 AND COUNTY DIRT ROAD NO. 22 IN VADA, PROCEED WEST ON
 BT1839'COUNTY DIRT ROAD NO. 22 FOR 2.75 MILES TO THE INTERSECTION OF
 BT1839'COUNTY DIRT ROAD NO. 22 AND COUNTY PAVED ROAD NO. 32, TURN LEFT
 BT1839'AND PROCEED SOUTH ON COUNTY PAVED ROAD NO. 32 FOR 1.2 MILE TO
 BT1839'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1839'SOUTH FROM THE STATION FOR 0.30 MILE ON COUNTY PAVED ROAD NO.
 BT1839'32 TO THE AZIMUTH MARK ON THE RIGHT.
 BT1839'
 BT1839'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1839'OF TRANSPORTATION, STAMPED 043-204.  THE SURFACE DISK IS SET IN
 BT1839'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1839'WITH THE GROUND.  IT IS 7.0 FEET NORTHWEST OF A FENCE CORNER,
 BT1839'3.6 FEET WEST OF A FENCE, 40.0 FEET EAST OF THE CENTERLINE OF
 BT1839'THE PAVED ROAD, AND 4.7 FEET SOUTH OF THE WITNESS POST.  THE
 BT1839'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.65
 BT1839'FEET BELOW THE SURFACE DISK.
 BT1839'
 BT1839'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1839'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1839'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1839'GROUND.  IT IS 43.0 FEET WEST OF THE CENTERLINE OF THE PAVED
 BT1839'ROAD, 9.0 FEET NORTH OF A CONCRETE PIPE, AND 43.0 FEET NORTHWEST
 BT1839'OF THE POINT OF INTERSECTION OF A FIELD ROAD AND A PAVED ROAD.
 BT1839'
 BT1839'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3448 ***********************************************************************
 BE3448  DESIGNATION -  BV 043 205
 BE3448  PID         -  BE3448
 BE3448  STATE/COUNTY-  GA/DECATUR
 BE3448  USGS QUAD   -  DOGTOWN (1982)
 BE3448
 BE3448                         *CURRENT SURVEY CONTROL
 BE3448  ___________________________________________________________________
 BE3448* NAD 83(1994)-  30 42 14.82602(N)    084 30 29.43551(W)     ADJUSTED  
 BE3448* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 BE3448  ___________________________________________________________________
 BE3448  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BE3448  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3448
 BE3448  HORZ ORDER  -  SECOND
 BE3448
 BE3448.The horizontal coordinates were established by classical geodetic methods
 BE3448.and adjusted by the National Geodetic Survey in September 1997..
 BE3448
 BE3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3448
 BE3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3448
 BE3448.The geoid height was determined by GEOID03.
 BE3448
 BE3448;                    North         East     Units Scale Factor Converg.
 BE3448;SPC GA W     -    78,099.410   667,287.261   MT  0.99991320   -0 10 27.8
 BE3448;SPC GA W     -   256,231.15  2,189,258.29   sFT  0.99991320   -0 10 27.8
 BE3448;UTM  16      - 3,399,462.422   738,652.162   MT  1.00030265   +1 16 22.6
 BE3448
 BE3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3448!SPC GA W     -   0.99999118  x   0.99991320  =   0.99990438
 BE3448!UTM  16      -   0.99999118  x   1.00030265  =   1.00029383
 BE3448
 BE3448:                Primary Azimuth Mark                     Grid Az
 BE3448:SPC GA W     -  ATTAPULGUS MUN TANK                      025 05 29.1
 BE3448:UTM  16      -  ATTAPULGUS MUN TANK                      023 38 38.7
 BE3448
 BE3448|---------------------------------------------------------------------|
 BE3448| PID    Reference Object                     Distance      Geod. Az  |
 BE3448|                                                           dddmmss.s |
 BE3448| BE3256 ATTAPULGUS MUN TANK                 APPROX. 5.6 KM 0245501.3 |
 BE3448| BE3449 BV 043 205 GADT 1973 PTA             11.110 METERS 24445     |
 BE3448| CW1888 BV 043 205 AZ MK                                   3064031.3 |
 BE3448|---------------------------------------------------------------------|
 BE3448
 BE3448                          SUPERSEDED SURVEY CONTROL
 BE3448
 BE3448  NAD 83(1994)-  30 42 14.83299(N)    084 30 29.44095(W) AD(       ) 2
 BE3448  NAD 83(1986)-  30 42 14.83304(N)    084 30 29.44106(W) AD(       ) 2
 BE3448  NAD 27      -  30 42 14.13546(N)    084 30 29.75973(W) AD(       ) 2
 BE3448  NGVD 29 (07/19/86)   84.0    (m)          276.     (f) VERT ANG       
 BE3448
 BE3448.Superseded values are not recommended for survey control.
 BE3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3448.See file dsdata.txt to determine how the superseded data were derived.
 BE3448
 BE3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU3865299462(NAD 83)
 BE3448_MARKER: DD = SURVEY DISK
 BE3448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3448
 BE3448  HISTORY     - Date     Condition        Report By
 BE3448  HISTORY     - 1973     MONUMENTED       GADT
 BE3448
 BE3448                          STATION DESCRIPTION
 BE3448
 BE3448'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3448'THE STATION IS ABOUT 13.6 MILES SOUTH AND 4.1 MILES EAST OF
 BE3448'BAINBRIDGE, 3.0 MILES SOUTH AND 1.4 MILE WEST OF ATTAPULGUS AND
 BE3448'12.0 MILES SOUTH AND 4.1 MILES WEST OF CLIMAX.
 BE3448'
 BE3448'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND
 BE3448'GA. 241 IN ATTAPULGUS, PROCEED SOUTH ON GA. 241 FOR 3.9 MILES TO
 BE3448'DIRT COUNTY ROAD, TURN LEFT AND PROCEED EAST ON THE DIRT COUNTY
 BE3448'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BE3448'AZIMUTH MARK PROCEED WEST ON THE DIRT COUNTY ROAD FROM THE
 BE3448'STATION FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3448'
 BE3448'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3448'OF TRANSPORTATION, STAMPED 043-205.  THE SURFACE DISK IS SET IN
 BE3448'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3448'WITH THE GROUND.  IT IS 3.0 FEET SOUTH OF A WITNESS POST, 19.0
 BE3448'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 39.0 FEET WEST OF A
 BE3448'POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3448'CONCRETE 1.47 FEET BELOW THE SURFACE DISK.
 BE3448'
 BE3448'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3448'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3448'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3448'GROUND.  IT IS 19.0 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 BE3448'ROAD, 101.0 FEET SOUTHWEST OF A POWER POLE, 38.0 FEET NORTHEAST
 BE3448'OF THE NORTHEAST CORNER OF A FRAME HOUSE.
 BE3448'
 BE3448'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3425 ***********************************************************************
 BE3425  DESIGNATION -  BV 043 206
 BE3425  PID         -  BE3425
 BE3425  STATE/COUNTY-  GA/DECATUR
 BE3425  USGS QUAD   -  FOWLSTOWN (1974)
 BE3425
 BE3425                         *CURRENT SURVEY CONTROL
 BE3425  ___________________________________________________________________
 BE3425* NAD 83(1994)-  30 45 01.10257(N)    084 30 28.07359(W)     ADJUSTED  
 BE3425* NAVD 88     -        73.9    (meters)     242.     (feet)  VERTCON   
 BE3425  ___________________________________________________________________
 BE3425  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BE3425  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BE3425
 BE3425  HORZ ORDER  -  SECOND
 BE3425
 BE3425.The horizontal coordinates were established by classical geodetic methods
 BE3425.and adjusted by the National Geodetic Survey in September 1997..
 BE3425
 BE3425.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3425
 BE3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3425
 BE3425.The geoid height was determined by GEOID03.
 BE3425
 BE3425;                    North         East     Units Scale Factor Converg.
 BE3425;SPC GA W     -    83,219.446   667,339.076   MT  0.99991315   -0 10 27.9
 BE3425;SPC GA W     -   273,029.13  2,189,428.29   sFT  0.99991315   -0 10 27.9
 BE3425;UTM  16      - 3,404,584.125   738,574.521   MT  1.00030218   +1 16 29.5
 BE3425
 BE3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3425!SPC GA W     -   0.99999275  x   0.99991315  =   0.99990590
 BE3425!UTM  16      -   0.99999275  x   1.00030218  =   1.00029493
 BE3425
 BE3425|---------------------------------------------------------------------|
 BE3425| PID    Reference Object                     Distance      Geod. Az  |
 BE3425|                                                           dddmmss.s |
 BE3425| BE3424 BV 043 206 GADT 1973 PTA              6.040 METERS 04732     |
 BE3425| BE3256 ATTAPULGUS MUN TANK                 APPROX. 2.3 KM 0920403.6 |
 BE3425| CW1889 BV 043 206 AZ MK                                   0944856.8 |
 BE3425|---------------------------------------------------------------------|
 BE3425
 BE3425                          SUPERSEDED SURVEY CONTROL
 BE3425
 BE3425  NAD 83(1994)-  30 45 01.10955(N)    084 30 28.07911(W) AD(       ) 2
 BE3425  NAD 83(1986)-  30 45 01.10959(N)    084 30 28.07908(W) AD(       ) 2
 BE3425  NAD 27      -  30 45 00.41695(N)    084 30 28.39717(W) AD(       ) 2
 BE3425  NGVD 29 (07/19/86)   74.0    (m)          243.     (f) VERT ANG       
 BE3425
 BE3425.Superseded values are not recommended for survey control.
 BE3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3425.See file dsdata.txt to determine how the superseded data were derived.
 BE3425
 BE3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3857504584(NAD 83)
 BE3425_MARKER: DD = SURVEY DISK
 BE3425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3425
 BE3425  HISTORY     - Date     Condition        Report By
 BE3425  HISTORY     - 1973     MONUMENTED       GADT
 BE3425
 BE3425                          STATION DESCRIPTION
 BE3425
 BE3425'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3425'THE STATION IS ABOUT 10.5 MILES SOUTH AND 4.0 MILES EAST OF
 BE3425'BAINBRIDGE, 1.6 MILE WEST OF ATTAPULGUS, AND 9.2 MILES SOUTH AND
 BE3425'11.3 MILES WEST OF WHIGHAM.
 BE3425'
 BE3425'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND PAVED
 BE3425'COUNTY ROAD NO. S-1952 IN ATTAPULGUS, PROCEED WEST ON PAVED COUNTY
 BE3425'ROAD NO. S-1952 FOR 1.4 MILE TO THE STATION ON THE RIGHT.  TO
 BE3425'REACH THE AZIMUTH MARK PROCEED EAST ON PAVED COUNTY ROAD NO.
 BE3425'S-1952 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 BE3425'RIGHT.
 BE3425'
 BE3425'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3425'OF TRANSPORTATION, STAMPED 043-206.  THE SURFACE DISK IS SET IN THE
 BE3425'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3425'THE GROUND.  IT IS 6.5 FEET WEST OF A GUIDE POLE, 75.0 FEET NORTH
 BE3425'OF THE CENTERLINE OF A PAVED ROAD, 2.2 FEET SOUTH OF A WITNESS
 BE3425'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3425'CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3425'
 BE3425'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3425'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF
 BE3425'A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3425'THE GROUND.  IT IS 61.0 FEET EAST OF A TELEGRAPH POLE, 55.5 FEET
 BE3425'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 1425.6 FEET WEST OF
 BE3425'THE CENTERLINE OF A RAILROAD.
 BE3425'
 BE3425'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3432 ***********************************************************************
 BE3432  DESIGNATION -  BV 043 207
 BE3432  PID         -  BE3432
 BE3432  STATE/COUNTY-  GA/DECATUR
 BE3432  USGS QUAD   -  FOWLSTOWN (1974)
 BE3432
 BE3432                         *CURRENT SURVEY CONTROL
 BE3432  ___________________________________________________________________
 BE3432* NAD 83(1994)-  30 48 26.63116(N)    084 33 32.85941(W)     ADJUSTED  
 BE3432* NAVD 88     -        91.0    (meters)     299.     (feet)  VERTCON   
 BE3432  ___________________________________________________________________
 BE3432  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BE3432  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE3432
 BE3432  HORZ ORDER  -  SECOND
 BE3432
 BE3432.The horizontal coordinates were established by classical geodetic methods
 BE3432.and adjusted by the National Geodetic Survey in September 1997..
 BE3432
 BE3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3432
 BE3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3432
 BE3432.The geoid height was determined by GEOID03.
 BE3432
 BE3432;                    North         East     Units Scale Factor Converg.
 BE3432;SPC GA W     -    89,564.433   662,446.800   MT  0.99991739   -0 12 03.6
 BE3432;SPC GA W     -   293,845.98  2,173,377.54   sFT  0.99991739   -0 12 03.6
 BE3432;UTM  16      - 3,410,805.557   733,521.323   MT  1.00027274   +1 15 02.4
 BE3432
 BE3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3432!SPC GA W     -   0.99999007  x   0.99991739  =   0.99990746
 BE3432!UTM  16      -   0.99999007  x   1.00027274  =   1.00026281
 BE3432
 BE3432|---------------------------------------------------------------------|
 BE3432| PID    Reference Object                     Distance      Geod. Az  |
 BE3432|                                                           dddmmss.s |
 BE3432| BE3431 BV 043 207 GADT 1973 PTA              9.836 METERS 01945     |
 BE3432| CW1890 BV 043 207 AZ MK                                   1443517.2 |
 BE3432|---------------------------------------------------------------------|
 BE3432
 BE3432                          SUPERSEDED SURVEY CONTROL
 BE3432
 BE3432  NAD 83(1994)-  30 48 26.63795(N)    084 33 32.86490(W) AD(       ) 2
 BE3432  NAD 83(1986)-  30 48 26.63829(N)    084 33 32.86496(W) AD(       ) 2
 BE3432  NAD 27      -  30 48 25.94754(N)    084 33 33.17470(W) AD(       ) 2
 BE3432  NGVD 29 (07/19/86)   91.1    (m)          299.     (f) VERT ANG       
 BE3432
 BE3432.Superseded values are not recommended for survey control.
 BE3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3432.See file dsdata.txt to determine how the superseded data were derived.
 BE3432
 BE3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3352110806(NAD 83)
 BE3432_MARKER: DD = SURVEY DISK
 BE3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3432
 BE3432  HISTORY     - Date     Condition        Report By
 BE3432  HISTORY     - 1973     MONUMENTED       GADT
 BE3432
 BE3432                          STATION DESCRIPTION
 BE3432
 BE3432'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3432'THE STATION IS ABOUT 6.7 MILES SOUTH AND 1.2 MILES EAST OF
 BE3432'BAINBRIDGE, 3.9 MILES NORTH AND 4.3 MILES WEST OF ATTAPULGUS, 4.9
 BE3432'MILES SOUTH AND 7.4 MILES WEST OF CLIMAX.
 BE3432'
 BE3432'TO REACH THE STATION FROM THE INTERSECTION OF GA. 309 AND THE
 BE3432'RAILROAD TRACKS IN FOWLSTOWN, PROCEED NORTH ON GA. 309 FOR 0.6
 BE3432'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BE3432'PROCEED SOUTH ON GA. 309 FROM THE STATION FOR 0.15 MILE TO THE
 BE3432'AZIMUTH MARK ON THE RIGHT.
 BE3432'
 BE3432'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3432'OF TRANSPORTATION, STAMPED 043-207.  THE SURFACE DISK IS SET IN
 BE3432'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3432'WITH THE GROUND.  IT IS 4.0 FEET NORTH OF A TELEPHONE PEDESTAL,
 BE3432'50.0 FEET EAST OF A CENTERLINE OF A PAVED ROAD, 5.0 FEET WEST OF
 BE3432'A FENCE, 4.0 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK
 BE3432'IS SET IN AN IRREGULAR MASS OF CONCRETE 1.50 FEET BELOW THE
 BE3432'SURFACE DISK.
 BE3432'
 BE3432'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3432'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3432'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3432'GROUND.  IT IS 40.9 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 BE3432'5.2 FEET NORTH OF A POWER POLE, 6.5 FEET EAST OF THE WOODS LINE.
 BE3432'
 BE3432'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3429 ***********************************************************************
 BE3429  DESIGNATION -  BV 043 208
 BE3429  PID         -  BE3429
 BE3429  STATE/COUNTY-  GA/DECATUR
 BE3429  USGS QUAD   -  FOWLSTOWN (1974)
 BE3429
 BE3429                         *CURRENT SURVEY CONTROL
 BE3429  ___________________________________________________________________
 BE3429* NAD 83(1994)-  30 50 06.70766(N)    084 30 41.77094(W)     ADJUSTED  
 BE3429* NAVD 88     -        96.8    (meters)     318.     (feet)  VERTCON   
 BE3429  ___________________________________________________________________
 BE3429  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BE3429  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE3429
 BE3429  HORZ ORDER  -  SECOND
 BE3429
 BE3429.The horizontal coordinates were established by classical geodetic methods
 BE3429.and adjusted by the National Geodetic Survey in September 1997..
 BE3429
 BE3429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3429
 BE3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3429
 BE3429.The geoid height was determined by GEOID03.
 BE3429
 BE3429;                    North         East     Units Scale Factor Converg.
 BE3429;SPC GA W     -    92,631.143   667,003.793   MT  0.99991343   -0 10 36.5
 BE3429;SPC GA W     -   303,907.34  2,188,328.28   sFT  0.99991343   -0 10 36.5
 BE3429;UTM  16      - 3,413,987.953   738,000.787   MT  1.00029880   +1 16 33.9
 BE3429
 BE3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3429!SPC GA W     -   0.99998916  x   0.99991343  =   0.99990259
 BE3429!UTM  16      -   0.99998916  x   1.00029880  =   1.00028796
 BE3429
 BE3429|---------------------------------------------------------------------|
 BE3429| PID    Reference Object                     Distance      Geod. Az  |
 BE3429|                                                           dddmmss.s |
 BE3429| BE3430 BV 043 208 GADT 1973 PTA             19.850 METERS 08104     |
 BE3429| CW1891 BV 043 208 AZ MK                                   1683324.3 |
 BE3429| BE3428 BAINBRIDGE CABLE TV MAST            APPROX. 6.2 KM 3132244.0 |
 BE3429|---------------------------------------------------------------------|
 BE3429
 BE3429                          SUPERSEDED SURVEY CONTROL
 BE3429
 BE3429  NAD 83(1994)-  30 50 06.71440(N)    084 30 41.77639(W) AD(       ) 2
 BE3429  NAD 83(1986)-  30 50 06.71480(N)    084 30 41.77645(W) AD(       ) 2
 BE3429  NAD 27      -  30 50 06.02632(N)    084 30 42.09101(W) AD(       ) 2
 BE3429  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 BE3429
 BE3429.Superseded values are not recommended for survey control.
 BE3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3429.See file dsdata.txt to determine how the superseded data were derived.
 BE3429
 BE3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3800113988(NAD 83)
 BE3429_MARKER: DD = SURVEY DISK
 BE3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3429
 BE3429  HISTORY     - Date     Condition        Report By
 BE3429  HISTORY     - 1973     MONUMENTED       GADT
 BE3429
 BE3429                          STATION DESCRIPTION
 BE3429
 BE3429'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3429'THE STATION IS ABOUT 4.8 MILES SOUTH AND 3.7 MILES EAST OF
 BE3429'BAINBRIDGE, 5.8 MILES NORTH AND 1.9 MILE WEST OF ATTAPULGUS,
 BE3429'2.9 MILES SOUTH AND 4.8 MILES WEST OF CLIMAX.
 BE3429'
 BE3429'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 (GA. 38)
 BE3429'AND U.S. 27 IN BAINBRIDGE, PROCEED SOUTH ON U.S. 27 FOR 6.80 MILES
 BE3429'TO THE DIRT COUNTY ROAD, TURN LEFT AND PROCEED EAST ON THE DIRT
 BE3429'COUNTY ROAD FOR 1.1 MILE TO PRIVATE DIRT DRIVE AND PROCEED FOR 0.3
 BE3429'MILE TO THE STATION SOUTH OF A FRAME BARN.  TO REACH THE AZIMUTH
 BE3429'MARK PROCEED SOUTH ON THE PRIVATE DIRT DRIVE FROM THE STATION
 BE3429'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3429'
 BE3429'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3429'OF TRANSPORTATION, STAMPED 043-208.  THE SURFACE DISK IS SET IN
 BE3429'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3429'WITH THE GROUND.  IT IS 62.8 FEET SOUTHEAST OF THE SOUTHWEST
 BE3429'CORNER OF A FRAME HOUSE, 64.0 FEET SOUTHWEST OF THE SOUTHEAST
 BE3429'CORNER OF A FRAME BARN, 3.7 FEET NORTH OF A WITNESS POST.  THE
 BE3429'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE, 1.45
 BE3429'FEET BELOW THE SURFACE DISK.
 BE3429'
 BE3429'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3429'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3429'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3429'GROUND.  IT IS 4.4 FEET NORTH OF A 24-INCH PINE, 34.3 FEET
 BE3429'NORTHWEST OF THE POINT OF INTERSECTION OF A DIRT ROAD AND PRIVATE
 BE3429'ROAD, 26.5 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD.
 BE3429'
 BE3429'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3421 ***********************************************************************
 BE3421  DESIGNATION -  BV 043 209
 BE3421  PID         -  BE3421
 BE3421  STATE/COUNTY-  GA/DECATUR
 BE3421  USGS QUAD   -  BAINBRIDGE (1974)
 BE3421
 BE3421                         *CURRENT SURVEY CONTROL
 BE3421  ___________________________________________________________________
 BE3421* NAD 83(1994)-  30 55 00.31805(N)    084 36 35.98981(W)     ADJUSTED  
 BE3421* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 BE3421  ___________________________________________________________________
 BE3421  X           -     514,455.556 (meters)                     COMP
 BE3421  Y           -  -5,452,525.574 (meters)                     COMP
 BE3421  Z           -   3,257,980.756 (meters)                     COMP
 BE3421  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BE3421  ELLIP HEIGHT-           3.34  (meters)          (09/03/97) GPS OBS
 BE3421  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE3421
 BE3421  HORZ ORDER  -  SECOND
 BE3421  ELLP ORDER  -  FOURTH    CLASS II
 BE3421
 BE3421.This mark is at Decatur Co Industrial Airpark  (BGE)
 BE3421
 BE3421.The horizontal coordinates were established by classical geodetic methods
 BE3421.and adjusted by the National Geodetic Survey in September 1997..
 BE3421
 BE3421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3421
 BE3421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3421
 BE3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3421
 BE3421.The ellipsoidal height was determined by GPS observations
 BE3421.and is referenced to NAD 83.
 BE3421
 BE3421.The geoid height was determined by GEOID03.
 BE3421
 BE3421;                    North         East     Units Scale Factor Converg.
 BE3421;SPC GA W     -   101,705.722   657,627.348   MT  0.99992214   -0 13 40.0
 BE3421;SPC GA W     -   333,679.52  2,157,565.72   sFT  0.99992214   -0 13 40.0
 BE3421;UTM  16      - 3,422,824.714   728,393.616   MT  1.00024350   +1 13 42.6
 BE3421
 BE3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3421!SPC GA W     -   0.99999948  x   0.99992214  =   0.99992162
 BE3421!UTM  16      -   0.99999948  x   1.00024350  =   1.00024298
 BE3421
 BE3421:                Primary Azimuth Mark                     Grid Az
 BE3421:SPC GA W     -  BV 043 209 AZ MK                         008 40 43.8
 BE3421:UTM  16      -  BV 043 209 AZ MK                         007 13 21.2
 BE3421
 BE3421|---------------------------------------------------------------------|
 BE3421| PID    Reference Object                     Distance      Geod. Az  |
 BE3421|                                                           dddmmss.s |
 BE3421| CW1892 BV 043 209 AZ MK                                   0082703.8 |
 BE3421| BE3413 BAINBRIDGE LOT                      APPROX. 1.3 KM 0870821.1 |
 BE3421| BE3428 BAINBRIDGE CABLE TV MAST            APPROX. 6.9 KM 1341729.2 |
 BE3421| BE3412 BAINBRIDGE PORT AUTH TANK           APPROX. 2.1 KM 1725242.3 |
 BE3421| BE3420 BV 043 209 GADT 1973 PTA              8.418 METERS 17716     |
 BE3421|---------------------------------------------------------------------|
 BE3421
 BE3421                          SUPERSEDED SURVEY CONTROL
 BE3421
 BE3421  NAD 83(1994)-  30 55 00.32671(N)    084 36 35.99518(W) AD(       ) 2
 BE3421  NAD 83(1986)-  30 55 00.32588(N)    084 36 35.99569(W) AD(       ) 2
 BE3421  NAD 27      -  30 54 59.65256(N)    084 36 36.30410(W) AD(       ) 2
 BE3421  NGVD 29 (07/19/86)   31.2    (m)          102.     (f) VERT ANG       
 BE3421
 BE3421.Superseded values are not recommended for survey control.
 BE3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3421.See file dsdata.txt to determine how the superseded data were derived.
 BE3421
 BE3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2839422825(NAD 83)
 BE3421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BE3421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE3421_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3421+STABILITY: SURFACE MOTION
 BE3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3421+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BE3421
 BE3421  HISTORY     - Date     Condition        Report By
 BE3421  HISTORY     - 1973     MONUMENTED       GADT
 BE3421  HISTORY     - 1987     GOOD             NGS
 BE3421
 BE3421                          STATION DESCRIPTION
 BE3421
 BE3421'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3421'THE STATION IS ABOUT 0.8 MILE NORTH AND 1.9 MILE WEST OF BAINBRIDGE,
 BE3421'4.0 MILES SOUTH AND 7.7 MILES EAST OF BRINSON, 2.7 MILES NORTH AND
 BE3421'10.6 MILES WEST OF CLIMAX.
 BE3421'
 BE3421'TO REACH THE STATION FROM THE INTERSECTION OF THE TWO RUNWAYS
 BE3421'AT COMMODORE DECATUR AIRPORT, PROCEED NORTHWEST FROM THE
 BE3421'INTERSECTION OF THE TWO RUNWAYS FOR 0.05 MILE TO THE STATION ON
 BE3421'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF
 BE3421'U.S.  84 AND THE AIRPORT ENTRANCE, PROCEED SOUTH ON THE AIRPORT
 BE3421'ENTRANCE DRIVEWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3421'
 BE3421'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3421'OF TRANSPORTATION, STAMPED 043-209.  THE SURFACE DISK IS SET IN
 BE3421'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3421'WITH THE GROUND.  IT IS 176.7 FEET NORTHWEST OF THE EAST AND WEST
 BE3421'RUNWAY, 100.0 FEET NORTHEAST OF THE NORTH AND SOUTH RUNWAY, 3.0
 BE3421'FEET SOUTH OF A WITNESS POST.  (NOTE--NO SUB-DISK.)
 BE3421'
 BE3421'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3421'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3421'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3421'GROUND.  IT IS 41.6 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 BE3421'43.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A BLOCK BUILDING, 59.4
 BE3421'FEET SOUTHEAST OF THE CENTER OF THE TOWER WITH AIRPLANE LANDING
 BE3421'LIGHT ON TOP.
 BE3421'
 BE3421'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 BE3421
 BE3421                          STATION RECOVERY (1987)
 BE3421
 BE3421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BE3421'THE STATION WAS RECOVERED AT THIS DATE.
 BE3421'
 BE3421'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST-NORTHWEST OF
 BE3421'BAINBRIDGE,
 BE3421'0.6 KM (0.4 MI) SOUTHEAST OF U.S. HIGHWAY 84, AT THE NOW-DEFUNCT
 BE3421'COMMODORE DECATUR AIRPORT, IN THE WEST ONE OF TWO GRASS TRIANGLES
 BE3421'IN THE NORTH ANGLE OF THE TWO RUNWAYS.
 BE3421'OWNERSHIP--UNKNOWN.
 BE3421'
 BE3421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 84
 BE3421'BYPASS, 84 BUSINESS AND STATE HIGHWAY 1 ON THE WEST SIDE OF
 BE3421'BAINBRIDGE, GO WEST FOR 0.69 KM (0.4 MI) ON HIGHWAY 84 TO A PAVED
 BE3421'ROAD LEFT, ON EAST SIDE OF A ROADSIDE PARK.  TURN LEFT AND GO SOUTH
 BE3421'FOR 0.54 KM (0.35 MI) TO A SIX-WAY RUNWAY CROSSING.  BEAR RIGHT AND
 BE3421'GO SOUTHWEST FOR 0.13 KM (0.1 MI) TO A RUNWAY.  TURN LEFT AND GO
 BE3421'SOUTHEAST ALONG GRASS EDGE FOR 50 METERS TO THE STATION ON THE LEFT.
 BE3421'
 BE3421'THE STATION IS A STANDARD GADT DISK
 BE3421'STAMPED---043 209---,
 BE3421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BE3421'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BE3421'7.3 METERS (24.0 FT) NORTHEAST FROM THE RUNWAY EDGE,
 BE3421'38.1 METERS (125.0 FT) SOUTHEAST FROM A UTILITY POLE,
 BE3421'49.5 METERS (162.4 FT) NORTH-NORTHWEST FROM THE SOUTH CORNER OF THE
 BE3421'TRIANGLE,
 BE3421'0.9 METERS (3.0 FT) SOUTHWEST FROM A METAL WITNESS POST,
 BE3421'0.7 METERS (2.3 FT) SOUTHEAST FROM A CONCRETE RIGHT-OF-WAY POST, AND
 BE3421'0.6 METERS (2.0 FT) NORTHWEST FROM A CONCRETE RIGHT-OF-WAY POST.
 BE3421'
 BE3421'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3423 ***********************************************************************
 BE3423  DESIGNATION -  BV 043 210
 BE3423  PID         -  BE3423
 BE3423  STATE/COUNTY-  GA/DECATUR
 BE3423  USGS QUAD   -  BAINBRIDGE (1974)
 BE3423
 BE3423                         *CURRENT SURVEY CONTROL
 BE3423  ___________________________________________________________________
 BE3423* NAD 83(1994)-  30 53 57.71945(N)    084 35 15.62446(W)     ADJUSTED  
 BE3423* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 BE3423  ___________________________________________________________________
 BE3423  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BE3423  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3423
 BE3423  HORZ ORDER  -  SECOND
 BE3423
 BE3423.The horizontal coordinates were established by classical geodetic methods
 BE3423.and adjusted by the National Geodetic Survey in September 1997..
 BE3423
 BE3423.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3423
 BE3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3423
 BE3423.The geoid height was determined by GEOID03.
 BE3423
 BE3423;                    North         East     Units Scale Factor Converg.
 BE3423;SPC GA W     -    99,769.795   659,753.747   MT  0.99991997   -0 12 58.3
 BE3423;SPC GA W     -   327,328.07  2,164,542.08   sFT  0.99991997   -0 12 58.3
 BE3423;UTM  16      - 3,420,942.820   730,569.231   MT  1.00025582   +1 14 21.7
 BE3423
 BE3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3423!SPC GA W     -   0.99999900  x   0.99991997  =   0.99991897
 BE3423!UTM  16      -   0.99999900  x   1.00025582  =   1.00025482
 BE3423
 BE3423:                Primary Azimuth Mark                     Grid Az
 BE3423:SPC GA W     -  BV 043 210 AZ MK                         014 29 55.2
 BE3423:UTM  16      -  BV 043 210 AZ MK                         013 02 35.2
 BE3423
 BE3423|---------------------------------------------------------------------|
 BE3423| PID    Reference Object                     Distance      Geod. Az  |
 BE3423|                                                           dddmmss.s |
 BE3423| CW1893 BV 043 210 AZ MK                                   0141656.9 |
 BE3423| BE3428 BAINBRIDGE CABLE TV MAST            APPROX. 4.0 KM 1355320.3 |
 BE3423| BE3422 BV 043 210 GADT 1973 PTA              8.786 METERS 17315     |
 BE3423|---------------------------------------------------------------------|
 BE3423
 BE3423                          SUPERSEDED SURVEY CONTROL
 BE3423
 BE3423  NAD 83(1994)-  30 53 57.72721(N)    084 35 15.63038(W) AD(       ) 2
 BE3423  NAD 83(1986)-  30 53 57.72727(N)    084 35 15.63041(W) AD(       ) 2
 BE3423  NAD 27      -  30 53 57.05184(N)    084 35 15.94113(W) AD(       ) 2
 BE3423  NGVD 29 (07/19/86)   34.3    (m)          113.     (f) VERT ANG       
 BE3423
 BE3423.Superseded values are not recommended for survey control.
 BE3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3423.See file dsdata.txt to determine how the superseded data were derived.
 BE3423
 BE3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3056920943(NAD 83)
 BE3423_MARKER: DD = SURVEY DISK
 BE3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3423
 BE3423  HISTORY     - Date     Condition        Report By
 BE3423  HISTORY     - 1973     MONUMENTED       GADT
 BE3423
 BE3423                          STATION DESCRIPTION
 BE3423
 BE3423'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3423'THE STATION IS ABOUT 0.3 MILE SOUTH AND 0.6 MILE WEST OF
 BE3423'BAINBRIDGE, 5.2 MILES SOUTH AND 9.0 MILES EAST OF BRINSON, 1.6
 BE3423'MILE NORTH AND 9.2 MILES WEST OF CLIMAX.
 BE3423'
 BE3423'TO REACH THE STATION FROM THE INTERSECTION OF SHOTWELL STREET
 BE3423'AND U.S. 84, 27 BY-PASS, PROCEED SOUTHEAST ON U.S. 84, 27 BY-PASS
 BE3423'FOR 0.3 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BE3423'MARK PROCEED NORTHWEST FROM THE STATION FOR 0.2 MILE TO THE
 BE3423'SHOTWELL EXIT AND AZIMUTH MARK.
 BE3423'
 BE3423'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3423'OF TRANSPORTATION, STAMPED 043-210.  THE SURFACE DISK IS SET
 BE3423'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BE3423'FLUSH WITH THE GROUND.  IT IS 4.7 FEET SOUTHWEST OF THE GUARDRAIL,
 BE3423'3.0 FEET NORTHEAST OF A WITNESS POST, 16.0 FEET SOUTHWEST OF THE
 BE3423'CENTERLINE OF THE NORTH LANE OF U.S. 84 AND 27.  THE UNDERGROUND
 BE3423'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.50 FEET BELOW
 BE3423'THE SURFACE.
 BE3423'
 BE3423'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3423'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3423'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3423'GROUND.  IT IS 34.0 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH
 BE3423'LANE OF U.S. 84 AND 27, 25.0 FEET NORTHWEST OF THE CENTERLINE
 BE3423'OF THE SHOTWELL EXIT, 270.5 FEET NORTHEAST OF THE POINT OF
 BE3423'INTERSECTION OF U.S. 84 AND THE SHOTWELL EXIT.
 BE3423'
 BE3423'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3417 ***********************************************************************
 BE3417  DESIGNATION -  BV 043 211
 BE3417  PID         -  BE3417
 BE3417  STATE/COUNTY-  GA/DECATUR
 BE3417  USGS QUAD   -  BAINBRIDGE (1974)
 BE3417
 BE3417                         *CURRENT SURVEY CONTROL
 BE3417  ___________________________________________________________________
 BE3417* NAD 83(1994)-  30 53 24.44970(N)    084 33 37.41300(W)     ADJUSTED  
 BE3417* NAVD 88     -        36.1    (meters)     118.     (feet)  VERTCON   
 BE3417  ___________________________________________________________________
 BE3417  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BE3417  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BE3417
 BE3417  HORZ ORDER  -  SECOND
 BE3417
 BE3417.The horizontal coordinates were established by classical geodetic methods
 BE3417.and adjusted by the National Geodetic Survey in September 1997..
 BE3417
 BE3417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3417
 BE3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3417
 BE3417.The geoid height was determined by GEOID03.
 BE3417
 BE3417;                    North         East     Units Scale Factor Converg.
 BE3417;SPC GA W     -    98,735.770   662,358.083   MT  0.99991747   -0 12 07.7
 BE3417;SPC GA W     -   323,935.61  2,173,086.48   sFT  0.99991747   -0 12 07.7
 BE3417;UTM  16      - 3,419,974.941   733,199.895   MT  1.00027088   +1 15 11.0
 BE3417
 BE3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3417!SPC GA W     -   0.99999870  x   0.99991747  =   0.99991617
 BE3417!UTM  16      -   0.99999870  x   1.00027088  =   1.00026958
 BE3417
 BE3417:                Primary Azimuth Mark                     Grid Az
 BE3417:SPC GA W     -  BV 043 211 AZ MK                         274 52 04.8
 BE3417:UTM  16      -  BV 043 211 AZ MK                         273 24 46.1
 BE3417
 BE3417|---------------------------------------------------------------------|
 BE3417| PID    Reference Object                     Distance      Geod. Az  |
 BE3417|                                                           dddmmss.s |
 BE3417| CW1894 BV 043 211 AZ MK                                   2743957.1 |
 BE3417| BE3416 BV 043 211 GADT 1973 PTA             14.602 METERS 31621     |
 BE3417|---------------------------------------------------------------------|
 BE3417
 BE3417                          SUPERSEDED SURVEY CONTROL
 BE3417
 BE3417  NAD 83(1994)-  30 53 24.45715(N)    084 33 37.41904(W) AD(       ) 2
 BE3417  NAD 83(1986)-  30 53 24.45730(N)    084 33 37.41888(W) AD(       ) 2
 BE3417  NAD 27      -  30 53 23.78094(N)    084 33 37.73292(W) AD(       ) 2
 BE3417  NGVD 29 (07/19/86)   36.2    (m)          119.     (f) VERT ANG       
 BE3417
 BE3417.Superseded values are not recommended for survey control.
 BE3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3417.See file dsdata.txt to determine how the superseded data were derived.
 BE3417
 BE3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3320019975(NAD 83)
 BE3417_MARKER: DD = SURVEY DISK
 BE3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3417
 BE3417  HISTORY     - Date     Condition        Report By
 BE3417  HISTORY     - 1973     MONUMENTED       GADT
 BE3417
 BE3417                          STATION DESCRIPTION
 BE3417
 BE3417'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3417'THE STATION IS ABOUT 1.0 MILE SOUTH AND 0.9 MILE EAST OF
 BE3417'BAINBRIDGE, 0.9 MILE NORTH AND 7.9 MILES WEST OF CLIMAX, 9.5
 BE3417'MILES NORTH AND 4.8 MILES EAST OF ATTAPULGUS.
 BE3417'
 BE3417'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 SOUTH
 BE3417'AND BY-PASS U.S. 84-27 IN BAINBRIDGE, PROCEED EAST ON BY-PASS
 BE3417'U.S. 84-27 FOR 0.35 MILE TO THE STATION ON THE RIGHT.  TO REACH
 BE3417'THE AZIMUTH MARK PROCEED WEST ON BY-PASS U.S. 84-27 FROM THE
 BE3417'STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AT THE
 BE3417'U.S. 27 SOUTH EXIT.
 BE3417'
 BE3417'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3417'OF TRANSPORTATION, STAMPED 043-211.  THE SURFACE DISK IS SET IN
 BE3417'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3417'WITH THE GROUND.  IT IS 3.6 FEET EAST OF A WITNESS POST, 8.5 FEET
 BE3417'NORTH OF A FENCE, 112.5 FEET SOUTH OF THE SOUTH LANE OF U.S. 84
 BE3417'AND 27.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3417'CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3417'
 BE3417'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3417'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF
 BE3417'A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3417'GROUND.  IT IS 315.6 FEET NORTHWEST OF THE POINT OF INTERSECTION
 BE3417'OF U.S. 27 AND 84 (BY-PASS) AND U.S. 27 SOUTH EXIT, 45.0 FEET
 BE3417'SOUTHWEST OF THE CENTERLINE OF THE U.S. 27 SOUTH EXIT AND 40.0
 BE3417'FEET NORTH OF THE CENTERLINE OF THE U.S. 84 AND 27 BY-PASS.
 BE3417'
 BE3417'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3438 ***********************************************************************
 BE3438  DESIGNATION -  BV 043 212
 BE3438  PID         -  BE3438
 BE3438  STATE/COUNTY-  GA/DECATUR
 BE3438  USGS QUAD   -  FACEVILLE (1974)
 BE3438
 BE3438                         *CURRENT SURVEY CONTROL
 BE3438  ___________________________________________________________________
 BE3438* NAD 83(1994)-  30 45 14.47169(N)    084 38 23.58730(W)     ADJUSTED  
 BE3438* NAVD 88     -        92.5    (meters)     303.     (feet)  VERTCON   
 BE3438  ___________________________________________________________________
 BE3438  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 BE3438  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BE3438
 BE3438  HORZ ORDER  -  SECOND
 BE3438
 BE3438.The horizontal coordinates were established by classical geodetic methods
 BE3438.and adjusted by the National Geodetic Survey in September 1997..
 BE3438
 BE3438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3438
 BE3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3438
 BE3438.The geoid height was determined by GEOID03.
 BE3438
 BE3438;                    North         East     Units Scale Factor Converg.
 BE3438;SPC GA W     -    83,677.078   654,694.289   MT  0.99992531   -0 14 31.1
 BE3438;SPC GA W     -   274,530.55  2,147,942.85   sFT  0.99992531   -0 14 31.1
 BE3438;UTM  16      - 3,404,721.839   725,917.818   MT  1.00022965   +1 12 26.5
 BE3438
 BE3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3438!SPC GA W     -   0.99998984  x   0.99992531  =   0.99991515
 BE3438!UTM  16      -   0.99998984  x   1.00022965  =   1.00021949
 BE3438
 BE3438:                Primary Azimuth Mark                     Grid Az
 BE3438:SPC GA W     -  BV 043 212 AZ MK                         170 02 48.2
 BE3438:UTM  16      -  BV 043 212 AZ MK                         168 35 50.6
 BE3438
 BE3438|---------------------------------------------------------------------|
 BE3438| PID    Reference Object                     Distance      Geod. Az  |
 BE3438|                                                           dddmmss.s |
 BE3438| CW1895 BV 043 212 AZ MK                                   1694817.1 |
 BE3438| BE3437 BV 043 212 GADT 1973 PTA             12.627 METERS 29801     |
 BE3438|---------------------------------------------------------------------|
 BE3438
 BE3438                          SUPERSEDED SURVEY CONTROL
 BE3438
 BE3438  NAD 83(1994)-  30 45 14.47830(N)    084 38 23.59244(W) AD(       ) 2
 BE3438  NAD 83(1986)-  30 45 14.47875(N)    084 38 23.59265(W) AD(       ) 2
 BE3438  NAD 27      -  30 45 13.79015(N)    084 38 23.90068(W) AD(       ) 2
 BE3438  NGVD 29 (07/19/86)   92.6    (m)          304.     (f) VERT ANG       
 BE3438
 BE3438.Superseded values are not recommended for survey control.
 BE3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3438.See file dsdata.txt to determine how the superseded data were derived.
 BE3438
 BE3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2591804722(NAD 83)
 BE3438_MARKER: DD = SURVEY DISK
 BE3438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3438
 BE3438  HISTORY     - Date     Condition        Report By
 BE3438  HISTORY     - 1973     MONUMENTED       GADT
 BE3438
 BE3438                          STATION DESCRIPTION
 BE3438
 BE3438'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3438'THE STATION IS ABOUT 9.4 MILES WEST OF ATTAPULGUS, 10.3 MILES
 BE3438'SOUTH AND 4.6 MILES WEST OF BAINBRIDGE, 15.6 MILES SOUTH AND
 BE3438'5.8 MILES EAST OF BRINSON.
 BE3438'
 BE3438'TO REACH THE STATION FROM THE INTERSECTION OF GA. 97 AND DIRT
 BE3438'COUNTY ROAD NO. 175 IN FACEVILLE, PROCEED NORTH ON DIRT COUNTY
 BE3438'ROAD NO. 175 FOR 0.05 MILE TO THE STATION ON THE RIGHT.  TO
 BE3438'REACH THE AZIMUTH MARK, PROCEED SOUTH ON DIRT COUNTY ROAD NO. 175
 BE3438'ACROSS GA. 97 TO GA. 302 SPUR FROM THE STATION FOR 0.15 MILE TO
 BE3438'THE AZIMUTH MARK ON THE RIGHT.
 BE3438'
 BE3438'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3438'OF TRANSPORTATION, STAMPED 043-212.  THE SURFACE DISK IS SET IN THE
 BE3438'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3438'WITH THE GROUND.  IT IS 4.9 FEET WEST OF A POWER POLE, 3.5 FEET
 BE3438'WEST OF A WITNESS POST, 20.0 EET EAST OF THE CENTERLINE OF THE
 BE3438'DIRT ROAD, 31.5 FEET SOUTH OF THE CENTERLINE OF THE RAILROAD.
 BE3438'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.32
 BE3438'FEET BELOW THE SURFACE DISK.
 BE3438'
 BE3438'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3438'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3438'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3438'IS 30.0 FEET SOUTHEAST OF A POWER POLE, 18.0 FEET WEST OF THE
 BE3438'CENTERLINE OF THE PAVED ROAD, 48.0 FEET WEST OF A FENCE.
 BE3438'
 BE3438'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3467 ***********************************************************************
 BE3467  DESIGNATION -  BV 043 213
 BE3467  PID         -  BE3467
 BE3467  STATE/COUNTY-  GA/DECATUR
 BE3467  USGS QUAD   -  MT PLEASANT (1994)
 BE3467
 BE3467                         *CURRENT SURVEY CONTROL
 BE3467  ___________________________________________________________________
 BE3467* NAD 83(1994)-  30 44 22.54785(N)    084 41 37.17025(W)     ADJUSTED  
 BE3467* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 BE3467  ___________________________________________________________________
 BE3467  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 BE3467  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BE3467
 BE3467  HORZ ORDER  -  SECOND
 BE3467
 BE3467.The horizontal coordinates were established by classical geodetic methods
 BE3467.and adjusted by the National Geodetic Survey in September 1997..
 BE3467
 BE3467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3467
 BE3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3467
 BE3467.The geoid height was determined by GEOID03.
 BE3467
 BE3467;                    North         East     Units Scale Factor Converg.
 BE3467;SPC GA W     -    82,101.145   649,538.501   MT  0.99993140   -0 16 09.7
 BE3467;SPC GA W     -   269,360.17  2,131,027.57   sFT  0.99993140   -0 16 09.7
 BE3467;UTM  16      - 3,403,015.542   720,802.062   MT  1.00020145   +1 10 45.6
 BE3467
 BE3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3467!SPC GA W     -   0.99999045  x   0.99993140  =   0.99992185
 BE3467!UTM  16      -   0.99999045  x   1.00020145  =   1.00019190
 BE3467
 BE3467|---------------------------------------------------------------------|
 BE3467| PID    Reference Object                     Distance      Geod. Az  |
 BE3467|                                                           dddmmss.s |
 BE3467| BE3466 BV 043 213 GADT 1973 PTA             11.054 METERS 02323     |
 BE3467| CW1896 BV 043 213 AZ MK                                   0642820.1 |
 BE3467|---------------------------------------------------------------------|
 BE3467
 BE3467                          SUPERSEDED SURVEY CONTROL
 BE3467
 BE3467  NAD 83(1994)-  30 44 22.55400(N)    084 41 37.17523(W) AD(       ) 2
 BE3467  NAD 83(1986)-  30 44 22.55487(N)    084 41 37.17553(W) AD(       ) 2
 BE3467  NAD 27      -  30 44 21.86603(N)    084 41 37.47866(W) AD(       ) 2
 BE3467  NGVD 29 (07/19/86)   88.8    (m)          291.     (f) VERT ANG       
 BE3467
 BE3467.Superseded values are not recommended for survey control.
 BE3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3467.See file dsdata.txt to determine how the superseded data were derived.
 BE3467
 BE3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2080203016(NAD 83)
 BE3467_MARKER: DD = SURVEY DISK
 BE3467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3467
 BE3467  HISTORY     - Date     Condition        Report By
 BE3467  HISTORY     - 1973     MONUMENTED       GADT
 BE3467
 BE3467                          STATION DESCRIPTION
 BE3467
 BE3467'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3467'THE STATION IS ABOUT 16.4 MILES SOUTH AND 3.1 MILES EAST OF BRINSON,
 BE3467'11.4 MILES SOUTH AND 6.9 MILES WEST OF BAINBRIDGE, 0.7 MILE SOUTH
 BE3467'AND 12.4 MILES WEST OF ATTAPULGUS.
 BE3467'
 BE3467'TO REACH THE STATION FROM THE INTERSECTION OF GA. 97 AND GA. 310
 BE3467'SOUTHWEST OF FACEVILLE, PROCEED NORTHEAST ON GA. 97 FOR 0.1 MILE
 BE3467'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3467'NORTHEAST ON GA. 97 FROM THE STATION FOR 0.7 MILE TO THE AZIMUTH
 BE3467'MARK ON THE RIGHT.
 BE3467'
 BE3467'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3467'OF TRANSPORTATION, STAMPED 043-213.  THE SURFACE DISK IS SET IN
 BE3467'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3467'WITH THE GROUND.  IT IS 54.5 FEET NORTH OF THE CENTERLINE OF GA.
 BE3467'97, 6.3 FEET SOUTHWEST OF A WITNESS POST, 84.5 FEET SOUTH OF A
 BE3467'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3467'CONCRETE 1.40 FEET BELOW THE SURFACE DISK.
 BE3467'
 BE3467'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3467'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3467'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3467'IS 112.7 FEET SOUTHWEST OF A CONCRETE PIPE, 45.0 FEET SOUTH OF
 BE3467'THE CENTERLINE OF THE PAVED ROAD, 3.5 FEET NORTH OF A POWER POLE.
 BE3467'
 BE3467'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3439 ***********************************************************************
 BE3439  DESIGNATION -  BV 043 214
 BE3439  PID         -  BE3439
 BE3439  STATE/COUNTY-  GA/DECATUR
 BE3439  USGS QUAD   -  FACEVILLE (1974)
 BE3439
 BE3439                         *CURRENT SURVEY CONTROL
 BE3439  ___________________________________________________________________
 BE3439* NAD 83(1994)-  30 52 11.84108(N)    084 44 04.19546(W)     ADJUSTED  
 BE3439* NAVD 88     -        36.6    (meters)     120.     (feet)  VERTCON   
 BE3439  ___________________________________________________________________
 BE3439  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BE3439  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BE3439
 BE3439  HORZ ORDER  -  SECOND
 BE3439
 BE3439.The horizontal coordinates were established by classical geodetic methods
 BE3439.and adjusted by the National Geodetic Survey in September 1997..
 BE3439
 BE3439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3439
 BE3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3439
 BE3439.The geoid height was determined by GEOID03.
 BE3439
 BE3439;                    North         East     Units Scale Factor Converg.
 BE3439;SPC GA W     -    96,571.560   645,701.169   MT  0.99993636   -0 17 28.9
 BE3439;SPC GA W     -   316,835.19  2,118,437.92   sFT  0.99993636   -0 17 28.9
 BE3439;UTM  16      - 3,417,387.796   716,598.347   MT  1.00017875   +1 09 46.3
 BE3439
 BE3439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3439!SPC GA W     -   0.99999863  x   0.99993636  =   0.99993499
 BE3439!UTM  16      -   0.99999863  x   1.00017875  =   1.00017738
 BE3439
 BE3439|---------------------------------------------------------------------|
 BE3439| PID    Reference Object                     Distance      Geod. Az  |
 BE3439|                                                           dddmmss.s |
 BE3439| BE3440 BV 043 214 GADT 1973 PTA              8.197 METERS 15726     |
 BE3439| CW1897 BV 043 214 AZ MK                                   1840802.9 |
 BE3439|---------------------------------------------------------------------|
 BE3439
 BE3439                          SUPERSEDED SURVEY CONTROL
 BE3439
 BE3439  NAD 83(1994)-  30 52 11.84707(N)    084 44 04.20198(W) AD(       ) 2
 BE3439  NAD 83(1986)-  30 52 11.84829(N)    084 44 04.20137(W) AD(       ) 2
 BE3439  NAD 27      -  30 52 11.17007(N)    084 44 04.49527(W) AD(       ) 2
 BE3439  NGVD 29 (07/19/86)   36.7    (m)          120.     (f) VERT ANG       
 BE3439
 BE3439.Superseded values are not recommended for survey control.
 BE3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3439.See file dsdata.txt to determine how the superseded data were derived.
 BE3439
 BE3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1659817388(NAD 83)
 BE3439_MARKER: DD = SURVEY DISK
 BE3439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3439
 BE3439  HISTORY     - Date     Condition        Report By
 BE3439  HISTORY     - 1973     MONUMENTED       GADT
 BE3439
 BE3439                          STATION DESCRIPTION
 BE3439
 BE3439'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3439'THE STATION IS ABOUT 3.0 MILES SOUTH AND 8.4 MILES WEST OF
 BE3439'BAINBRIDGE, 7.5 MILES SOUTH AND 0.5 MILE EAST OF BRINSON, 8.2
 BE3439'MILES NORTH AND 14.7 MILES WEST OF ATTAPULGUS.
 BE3439'
 BE3439'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84, 27 AND
 BE3439'GA. 253 IN BAINBRIDGE, PROCEED SOUTHWEST ON GA. 253 FOR 9.35 MILES
 BE3439'TO GA. 310, TURN RIGHT AND PROCEED NORTH ON GA. 310 FOR 0.25 MILE
 BE3439'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3439'SOUTH ON GA. 310 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH
 BE3439'MARK ON THE RIGHT.
 BE3439'
 BE3439'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3439'OF TRANSPORTATION, STAMPED 043-214.  THE SURFACE DISK IS SET IN
 BE3439'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3439'WITH THE GROUND.  IT IS 3.7 FEET SOUTH OF A WITNESS POST, 4.5
 BE3439'FEET WEST OF A FENCE, 46.0 FEET EAST OF THE CENTERLINE OF A PAVED
 BE3439'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3439'CONCRETE 1.70 FEET BELOW THE SURFACE DISK.
 BE3439'
 BE3439'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3439'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3439'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3439'IS 39.9 FEET NORTH OF THE CENTERLINE OF GA. 253, 22.3 FEET WEST
 BE3439'OF THE CENTERLINE OF GA. 310, 45.7 FEET NORTHWEST OF THE POINT OF
 BE3439'INTERSECTION OF GA. 253 AND GA. 310.
 BE3439'
 BE3439'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3435 ***********************************************************************
 BE3435  DESIGNATION -  BV 043 215
 BE3435  PID         -  BE3435
 BE3435  STATE/COUNTY-  GA/DECATUR
 BE3435  USGS QUAD   -  FACEVILLE (1974)
 BE3435
 BE3435                         *CURRENT SURVEY CONTROL
 BE3435  ___________________________________________________________________
 BE3435* NAD 83(1994)-  30 50 19.07846(N)    084 41 33.67781(W)     ADJUSTED  
 BE3435* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 BE3435  ___________________________________________________________________
 BE3435  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BE3435  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BE3435
 BE3435  HORZ ORDER  -  SECOND
 BE3435
 BE3435.The horizontal coordinates were established by classical geodetic methods
 BE3435.and adjusted by the National Geodetic Survey in September 1997..
 BE3435
 BE3435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3435
 BE3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3435
 BE3435.The geoid height was determined by GEOID03.
 BE3435
 BE3435;                    North         East     Units Scale Factor Converg.
 BE3435;SPC GA W     -    93,079.574   649,682.992   MT  0.99993122   -0 16 10.8
 BE3435;SPC GA W     -   305,378.57  2,131,501.62   sFT  0.99993122   -0 16 10.8
 BE3435;UTM  16      - 3,413,997.072   720,668.511   MT  1.00020071   +1 10 59.7
 BE3435
 BE3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3435!SPC GA W     -   0.99999870  x   0.99993122  =   0.99992992
 BE3435!UTM  16      -   0.99999870  x   1.00020071  =   1.00019940
 BE3435
 BE3435:                Primary Azimuth Mark                     Grid Az
 BE3435:SPC GA W     -  BV 043 215 AZ MK                         007 20 54.9
 BE3435:UTM  16      -  BV 043 215 AZ MK                         005 53 44.4
 BE3435
 BE3435|---------------------------------------------------------------------|
 BE3435| PID    Reference Object                     Distance      Geod. Az  |
 BE3435|                                                           dddmmss.s |
 BE3435| CW1898 BV 043 215 AZ MK                                   0070444.1 |
 BE3435| BE3434 BV 043 215 GADT 1973 PTA             10.975 METERS 28441     |
 BE3435|---------------------------------------------------------------------|
 BE3435
 BE3435                          SUPERSEDED SURVEY CONTROL
 BE3435
 BE3435  NAD 83(1994)-  30 50 19.08484(N)    084 41 33.68393(W) AD(       ) 2
 BE3435  NAD 83(1986)-  30 50 19.08579(N)    084 41 33.68354(W) AD(       ) 2
 BE3435  NAD 27      -  30 50 18.40432(N)    084 41 33.98152(W) AD(       ) 2
 BE3435  NGVD 29 (07/19/86)   36.3    (m)          119.     (f) VERT ANG       
 BE3435
 BE3435.Superseded values are not recommended for survey control.
 BE3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3435.See file dsdata.txt to determine how the superseded data were derived.
 BE3435
 BE3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2066913997(NAD 83)
 BE3435_MARKER: DD = SURVEY DISK
 BE3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3435
 BE3435  HISTORY     - Date     Condition        Report By
 BE3435  HISTORY     - 1973     MONUMENTED       GADT
 BE3435
 BE3435                          STATION DESCRIPTION
 BE3435
 BE3435'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3435'THE STATION IS ABOUT 3.0 MILES SOUTH AND 7.6 MILES WEST OF
 BE3435'BAINBRIDGE, 9.9 MILES SOUTH AND 3.0 MILES EAST OF BRINSON, 6.2
 BE3435'MILES NORTH AND 12.6 MILES WEST OF ATTAPULGUS.
 BE3435'
 BE3435'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82, 27 AND
 BE3435'GA. 253 IN BAINBRIDGE PROCEED SOUTHWEST ON GA. 253 FOR 3.0 MILES
 BE3435'TO PAVED COUNTY ROAD NO. 91951, PROCEED SOUTHWEST ON PAVED COUNTY
 BE3435'ROAD NO. 91951 FOR 5.0 MILES TO DIRT COUNTY ROAD NO. 72, TURN
 BE3435'RIGHT AND PROCEED NORTH ON DIRT COUNTY ROAD NO. 72 FOR 0.3 MILE
 BE3435'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3435'NORTH ON DIRT COUNTY ROAD NO. 72 FROM THE STATION FOR 0.08 MILE
 BE3435'TO THE AZIMUTH MARK ON THE RIGHT.
 BE3435'
 BE3435'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3435'OF TRANSPORTATION, STAMPED 043-215.  THE SURFACE DISK IS SET IN
 BE3435'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3435'WITH THE GROUND.  IT IS 29.0 FEET WEST OF THE CENTERLINE OF A DIRT
 BE3435'ROAD, 1.7 FEET EAST OF A WITNESS POST, 61.0 FEET SOUTH OF THE
 BE3435'CENTERLINE OF A DIRT ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BE3435'IRREGULAR MASS OF CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3435'
 BE3435'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3435'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF 10-INCH
 BE3435'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3435'IS 16.0 FEET NORTH OF A POWER POLE, 17.0 FEET EAST OF THE
 BE3435'CENTERLINE OF A DIRT ROAD, 1.0 FEET WEST OF A FENCE.
 BE3435'
 BE3435'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3427 ***********************************************************************
 BE3427  DESIGNATION -  BV 043 216
 BE3427  PID         -  BE3427
 BE3427  STATE/COUNTY-  GA/DECATUR
 BE3427  USGS QUAD   -  FOWLSTOWN (1974)
 BE3427
 BE3427                         *CURRENT SURVEY CONTROL
 BE3427  ___________________________________________________________________
 BE3427* NAD 83(1994)-  30 52 01.81217(N)    084 30 04.43863(W)     ADJUSTED  
 BE3427* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 BE3427  ___________________________________________________________________
 BE3427  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BE3427  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE3427
 BE3427  HORZ ORDER  -  SECOND
 BE3427
 BE3427.The horizontal coordinates were established by classical geodetic methods
 BE3427.and adjusted by the National Geodetic Survey in September 1997..
 BE3427
 BE3427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3427
 BE3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3427
 BE3427.The geoid height was determined by GEOID03.
 BE3427
 BE3427;                    North         East     Units Scale Factor Converg.
 BE3427;SPC GA W     -    96,172.602   668,006.402   MT  0.99991262   -0 10 17.9
 BE3427;SPC GA W     -   315,526.28  2,191,617.67   sFT  0.99991262   -0 10 17.9
 BE3427;UTM  16      - 3,417,555.091   738,913.593   MT  1.00030416   +1 16 57.4
 BE3427
 BE3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3427!SPC GA W     -   0.99999126  x   0.99991262  =   0.99990389
 BE3427!UTM  16      -   0.99999126  x   1.00030416  =   1.00029542
 BE3427
 BE3427:                Primary Azimuth Mark                     Grid Az
 BE3427:SPC GA W     -  BV 043 216 AZ MK                         095 34 51.7
 BE3427:UTM  16      -  BV 043 216 AZ MK                         094 07 36.4
 BE3427
 BE3427|---------------------------------------------------------------------|
 BE3427| PID    Reference Object                     Distance      Geod. Az  |
 BE3427|                                                           dddmmss.s |
 BE3427| CW1899 BV 043 216 AZ MK                                   0952433.8 |
 BE3427| BE3428 BAINBRIDGE CABLE TV MAST            APPROX. 5.5 KM 2771735.3 |
 BE3427| BE3414 BAINBRIDGE MUN TANK                 APPROX. 7.1 KM 2924832.8 |
 BE3427| BE3426 BV 043 216 GADT 1973 PTA             11.436 METERS 33433     |
 BE3427|---------------------------------------------------------------------|
 BE3427
 BE3427                          SUPERSEDED SURVEY CONTROL
 BE3427
 BE3427  NAD 83(1994)-  30 52 01.81887(N)    084 30 04.44506(W) AD(       ) 2
 BE3427  NAD 83(1986)-  30 52 01.81978(N)    084 30 04.44468(W) AD(       ) 2
 BE3427  NAD 27      -  30 52 01.14047(N)    084 30 04.76439(W) AD(       ) 2
 BE3427  NGVD 29 (07/19/86)   83.5    (m)          274.     (f) VERT ANG       
 BE3427
 BE3427.Superseded values are not recommended for survey control.
 BE3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3427.See file dsdata.txt to determine how the superseded data were derived.
 BE3427
 BE3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3891417555(NAD 83)
 BE3427_MARKER: DD = SURVEY DISK
 BE3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3427
 BE3427  HISTORY     - Date     Condition        Report By
 BE3427  HISTORY     - 1973     MONUMENTED       GADT
 BE3427
 BE3427                          STATION DESCRIPTION
 BE3427
 BE3427'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3427'THE STATION IS ABOUT 2.6 MILES SOUTH AND 4.2 MILES EAST OF
 BE3427'BAINBRIDGE, 8.1 MILES NORTH AND 1.3 MILE WEST OF ATTAPULGUS, 1.2
 BE3427'MILE SOUTH AND 10.8 MILES WEST OF WHIGHAM.
 BE3427'
 BE3427'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84, 27 AND
 BE3427'LAKE DOUGLAS ROAD IN BAINBRIDGE PROCEED SOUTHEAST ON LAKE DOUGLAS
 BE3427'ROAD FOR 4.2 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 BE3427'AZIMUTH MARK PROCEED SOUTHEAST ON PAVED LAKE DOUGLAS ROAD FROM
 BE3427'THE STATION FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3427'
 BE3427'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3427'OF TRANSPORTATION, STAMPED 043-216.  THE SURFACE DISK IS SET IN
 BE3427'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3427'WITH THE GROUND.  IT IS 3.3 FEET NORTHWEST OF A WITNESS POST,
 BE3427'4.6 FEET NORTHEAST OF A FENCE, 45.0 FEET SOUTHWEST OF THE
 BE3427'CENTERLINE OF A PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BE3427'IRREGULAR MASS OF CONCRETE 1.95 FEET BELOW THE SURFACE DISK.
 BE3427'
 BE3427'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3427'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3427'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3427'IS 4.3 FEET SOUTHWEST OF A FENCE, 13.0 FEET SOUTHWEST OF A FENCE
 BE3427'CORNER, 49.8 FEET NORTHEAST OF THE CENTERLINE OF A ROAD.
 BE3427'
 BE3427'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3418 ***********************************************************************
 BE3418  DESIGNATION -  BV 043 217
 BE3418  PID         -  BE3418
 BE3418  STATE/COUNTY-  GA/DECATUR
 BE3418  USGS QUAD   -  BAINBRIDGE (1974)
 BE3418
 BE3418                         *CURRENT SURVEY CONTROL
 BE3418  ___________________________________________________________________
 BE3418* NAD 83(1994)-  30 59 10.19912(N)    084 37 06.46377(W)     ADJUSTED  
 BE3418* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 BE3418  ___________________________________________________________________
 BE3418  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BE3418  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE3418
 BE3418  HORZ ORDER  -  SECOND
 BE3418
 BE3418.The horizontal coordinates were established by classical geodetic methods
 BE3418.and adjusted by the National Geodetic Survey in September 1997..
 BE3418
 BE3418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3418
 BE3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3418
 BE3418.The geoid height was determined by GEOID03.
 BE3418
 BE3418;                    North         East     Units Scale Factor Converg.
 BE3418;SPC GA W     -   109,403.861   656,849.481   MT  0.99992296   -0 13 57.4
 BE3418;SPC GA W     -   358,935.83  2,155,013.67   sFT  0.99992296   -0 13 57.4
 BE3418;UTM  16      - 3,430,503.015   727,419.852   MT  1.00023802   +1 13 35.8
 BE3418
 BE3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3418!SPC GA W     -   0.99999765  x   0.99992296  =   0.99992061
 BE3418!UTM  16      -   0.99999765  x   1.00023802  =   1.00023567
 BE3418
 BE3418|---------------------------------------------------------------------|
 BE3418| PID    Reference Object                     Distance      Geod. Az  |
 BE3418|                                                           dddmmss.s |
 BE3418| BE3419 BV 043 217 GADT 1973 PTA             10.308 METERS 01918     |
 BE3418| CW1900 BV 043 217 AZ MK                                   3345059.5 |
 BE3418|---------------------------------------------------------------------|
 BE3418
 BE3418                          SUPERSEDED SURVEY CONTROL
 BE3418
 BE3418  NAD 83(1994)-  30 59 10.20619(N)    084 37 06.47041(W) AD(       ) 2
 BE3418  NAD 83(1986)-  30 59 10.20686(N)    084 37 06.46967(W) AD(       ) 2
 BE3418  NAD 27      -  30 59 09.53423(N)    084 37 06.77361(W) AD(       ) 2
 BE3418  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG       
 BE3418
 BE3418.Superseded values are not recommended for survey control.
 BE3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3418.See file dsdata.txt to determine how the superseded data were derived.
 BE3418
 BE3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2742030503(NAD 83)
 BE3418_MARKER: DD = SURVEY DISK
 BE3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3418
 BE3418  HISTORY     - Date     Condition        Report By
 BE3418  HISTORY     - 1973     MONUMENTED       GADT
 BE3418
 BE3418                          STATION DESCRIPTION
 BE3418
 BE3418'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3418'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH AND 2.3 MILES WEST OF
 BE3418'BAINBRIDGE, 0.6 MILE NORTH AND 7.2 MILES EAST OF BRINSON, 8.7
 BE3418'MILES SOUTH AND 1.4 MILE EAST OF BABCOCK.
 BE3418'
 BE3418'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND U.S. 27
 BE3418'IN BAINBRIDGE PROCEED NORTH ON U.S. 27 FOR 4.75 MILES TO THE STATION
 BE3418'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED NORTH ON U.S. 27
 BE3418'FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3418'
 BE3418'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3418'OF TRANSPORTATION, STAMPED 043-217.  THE SURFACE DISK IS SET IN
 BE3418'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3418'WITH THE GROUND.  IT IS 4.0 FEET EAST OF A FENCE, 47.0 FEET WEST
 BE3418'OF THE CENTERLINE, 3.5 FEET NORTH OF A WITNESS POST.  THE
 BE3418'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.75
 BE3418'FEET BELOW THE SURFACE DISK.
 BE3418'
 BE3418'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3418'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3418'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3418'IS 23.0 FEET NORTH OF THE CENTERLINE OF A RAILROAD, 20.0 FEET WEST
 BE3418'OF THE CENTERLINE OF U.S. 27, 22.8 FEET NORTHWEST OF THE POINT OF
 BE3418'INTERSECTION OF U.S. 27 AND THE RAILROAD.
 BE3418'
 BE3418'HEIGHT OF LIGHT ABOVE STATION MARK 1.09 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6428 ***********************************************************************
 AB6428  DESIGNATION -  BV 043 218 RESET
 AB6428  PID         -  AB6428
 AB6428  STATE/COUNTY-  GA/DECATUR
 AB6428  USGS QUAD   -  BOYKIN (1974)
 AB6428
 AB6428                         *CURRENT SURVEY CONTROL
 AB6428  ___________________________________________________________________
 AB6428* NAD 83(1994)-  31 02 50.66892(N)    084 39 13.77253(W)     ADJUSTED  
 AB6428* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 AB6428  ___________________________________________________________________
 AB6428  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AB6428  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AB6428
 AB6428  HORZ ORDER  -  SECOND
 AB6428
 AB6428.The horizontal coordinates were established by classical geodetic methods
 AB6428.and adjusted by the National Geodetic Survey in September 1997..
 AB6428
 AB6428.The orthometric height was scaled from a topographic map.
 AB6428
 AB6428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6428
 AB6428.The geoid height was determined by GEOID03.
 AB6428
 AB6428;                    North         East     Units Scale Factor Converg.
 AB6428;SPC GA W     -   116,207.389   653,501.655   MT  0.99992666   -0 15 04.5
 AB6428;SPC GA W     -   381,257.08  2,144,030.01   sFT  0.99992666   -0 15 04.5
 AB6428;UTM  16      - 3,437,221.042   723,898.637   MT  1.00021840   +1 12 37.9
 AB6428
 AB6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6428!SPC GA W     -   0.99999777  x   0.99992666  =   0.99992443
 AB6428!UTM  16      -   0.99999777  x   1.00021840  =   1.00021617
 AB6428
 AB6428|---------------------------------------------------------------------|
 AB6428| PID    Reference Object                     Distance      Geod. Az  |
 AB6428|                                                           dddmmss.s |
 AB6428| BT1922 BV 043 218 GADT 1973 PTA              8.116 METERS 10815     |
 AB6428| CY8409 BV 043 218 AZ MK                                   3361228.5 |
 AB6428|---------------------------------------------------------------------|
 AB6428
 AB6428                          SUPERSEDED SURVEY CONTROL
 AB6428
 AB6428  NAD 83(1994)-  31 02 50.67577(N)    084 39 13.77968(W) AD(       ) 2
 AB6428  NAD 83(1986)-  31 02 50.67658(N)    084 39 13.77837(W) AD(       ) 2
 AB6428
 AB6428.Superseded values are not recommended for survey control.
 AB6428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6428.See file dsdata.txt to determine how the superseded data were derived.
 AB6428
 AB6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2389937221(NAD 83)
 AB6428_MARKER: DD = SURVEY DISK
 AB6428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6428_STAMPING: BV 043 218 RESET 1996
 AB6428_MARK LOGO: GADT  
 AB6428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6428+STABILITY: SURFACE MOTION
 AB6428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6428+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB6428
 AB6428  HISTORY     - Date     Condition        Report By
 AB6428  HISTORY     - 1996     MONUMENTED       NGS
 AB6428
 AB6428                          STATION DESCRIPTION
 AB6428
 AB6428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 AB6428'ORIGINAL STATION AND SUB-SURFACE MARK RECOVERED IN GOOD CONDITION AND
 AB6428'LOWERED IN PLACE ABOUT 2 FT (0.6 M) TO ACCOMMODATE NEW DITCH OF
 AB6428'WIDENED HIGHWAY.  AZIMUTH MARK OF ORIGINAL STATION NOT CONFIRMED
 AB6428'DESTROYED, BUT ALMOST CERTAINLY GRADED OUT DURING WIDENING.  STATION
 AB6428'IS ABOUT 11 MILES (17.7 KM) NNW OF BAINBRIDGE AND 9 MILES (14.5 KM) SE
 AB6428'OF COLQUITT ON DOT R/W.  TO REACH FROM BAINBRIDGE, JUNCTION OF US 27
 AB6428'AND US 84 WHICH IS 1 MILE (1.6 KM) NORTH OF NORTH END OF US 27 FLINT
 AB6428'RIVER BRIDGE, TRAVEL 9.5 MILES (15.3 KM) NORTH AND NW ON US 27 TO THE
 AB6428'MARK ON THE LEFT.  FROM SOUTH PART OF COLQUITT, INTERSECTION OF BROOKS
 AB6428'ST AND SUNBELT EQUIPMENT JOHN DEERE DEALER, TRAVEL 8.65 MILES (13.92
 AB6428'KM) SE ALONG US 27 TO THE MARK ON THE RIGHT, 1.55 MILES (2.49 KM) SE
 AB6428'OF MILLER-DECATUR COUNTY LINE.  MARK IS 0.25 NW OF OLD ELDORENDO RD,
 AB6428'0.1 MILE (0.2 KM) NW OF BAILEYS MFG, ABOUT OPPOSITE SE END OF TAN
 AB6428'BRICK RANCH HOUSE NUMBER 2489 BELONGING TO EULAH BIRDSONG, 141 FT
 AB6428'(43.0 M) NW OF CENTER OF DRIVE TO HOUSE AT DITCH LINE, 108 FT (32.9 M)
 AB6428'SE OR ESE OF POLE, 99 FT (30.2 M) NORTH OF POLE, 34 FT (10.4 M) WEST
 AB6428'OF SOUTHBOUND HWY LANES WHICH WERE THE ORIGINAL TWO-LANE HWY BEFORE
 AB6428'WIDENING, 24 FT (7.3 M) NE OF POLE LINE, 16.5 FT (5.0 M) NE OF R/W MON
 AB6428'AT TOP OF BANK AND SMALL TREE, 4 FT (1.2 M) BELOW HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3445 ***********************************************************************
 BE3445  DESIGNATION -  BV 043 219
 BE3445  PID         -  BE3445
 BE3445  STATE/COUNTY-  GA/DECATUR
 BE3445  USGS QUAD   -  BRINSON (1974)
 BE3445
 BE3445                         *CURRENT SURVEY CONTROL
 BE3445  ___________________________________________________________________
 BE3445* NAD 83(1994)-  30 58 36.74040(N)    084 41 02.39877(W)     ADJUSTED  
 BE3445* NAVD 88     -        37.5    (meters)     123.     (feet)  VERTCON   
 BE3445  ___________________________________________________________________
 BE3445  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BE3445  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BE3445
 BE3445  HORZ ORDER  -  SECOND
 BE3445
 BE3445.The horizontal coordinates were established by classical geodetic methods
 BE3445.and adjusted by the National Geodetic Survey in September 1997..
 BE3445
 BE3445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3445
 BE3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3445
 BE3445.The geoid height was determined by GEOID03.
 BE3445
 BE3445;                    North         East     Units Scale Factor Converg.
 BE3445;SPC GA W     -   108,400.772   650,585.198   MT  0.99993011   -0 15 58.6
 BE3445;SPC GA W     -   355,644.87  2,134,461.60   sFT  0.99993011   -0 15 58.6
 BE3445;UTM  16      - 3,429,340.410   721,181.304   MT  1.00020349   +1 11 33.0
 BE3445
 BE3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3445!SPC GA W     -   0.99999847  x   0.99993011  =   0.99992858
 BE3445!UTM  16      -   0.99999847  x   1.00020349  =   1.00020196
 BE3445
 BE3445:                Primary Azimuth Mark                     Grid Az
 BE3445:SPC GA W     -  BV 043 219 AZ MK                         271 14 03.2
 BE3445:UTM  16      -  BV 043 219 AZ MK                         269 46 31.6
 BE3445
 BE3445|---------------------------------------------------------------------|
 BE3445| PID    Reference Object                     Distance      Geod. Az  |
 BE3445|                                                           dddmmss.s |
 BE3445| CW1901 BV 043 219 AZ MK                                   2705804.6 |
 BE3445| BE3444 BV 043 219 GADT 1973 PTA              7.764 METERS 31413     |
 BE3445|---------------------------------------------------------------------|
 BE3445
 BE3445                          SUPERSEDED SURVEY CONTROL
 BE3445
 BE3445  NAD 83(1994)-  30 58 36.74714(N)    084 41 02.40637(W) AD(       ) 2
 BE3445  NAD 83(1986)-  30 58 36.74815(N)    084 41 02.40504(W) AD(       ) 2
 BE3445  NAD 27      -  30 58 36.07552(N)    084 41 02.70041(W) AD(       ) 2
 BE3445  NGVD 29 (07/19/86)   37.6    (m)          123.     (f) VERT ANG       
 BE3445
 BE3445.Superseded values are not recommended for survey control.
 BE3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3445.See file dsdata.txt to determine how the superseded data were derived.
 BE3445
 BE3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2118129340(NAD 83)
 BE3445_MARKER: DD = SURVEY DISK
 BE3445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3445
 BE3445  HISTORY     - Date     Condition        Report By
 BE3445  HISTORY     - 1973     MONUMENTED       GADT
 BE3445
 BE3445                          STATION DESCRIPTION
 BE3445
 BE3445'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3445'THE STATION IS ABOUT 3.3 MILES EAST OF BRINSON, 4.8 MILES NORTH
 BE3445'AND 6.5 MILES WEST OF BAINBRIDGE, 2.4 MILES SOUTH AND 7.9 MILES
 BE3445'EAST OF IRON CITY.
 BE3445'
 BE3445'TO REACH THE STATION FROM THE INTERSECTION OF GA. 310 AND PAVED
 BE3445'COUNTY ROAD NO. 92578 IN BRINSON, PROCEED EAST ON PAVED COUNTY
 BE3445'ROAD NO. 92578 FOR 2.9 MILES TO THE STATION ON THE LEFT.  TO REACH
 BE3445'THE AZIMUTH MARK, PROCEED WEST ON PAVED COUNTY ROAD NO. 92578
 BE3445'FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3445'
 BE3445'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3445'OF TRANSPORTATION, STAMPED 043-219.  THE SURFACE DISK IS SET IN
 BE3445'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3445'WITH THE GROUND.  IT IS 29.0 FEET NORTH OF THE CENTERLINE, 2.8
 BE3445'FEET EAST OF A WITNESS POST, 20.6 FEET SOUTH OF A 21-INCH PECAN
 BE3445'TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3445'CONCRETE 1.80 FEET BELOW THE SURFACE DISK.
 BE3445'
 BE3445'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3445'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3445'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3445'IS 32.0 FEET NORTH OF THE CENTERLINE, 86.9 FEET NORTH OF A FENCE,
 BE3445'163.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK
 BE3445'FENCE.
 BE3445'
 BE3445'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3443 ***********************************************************************
 BE3443  DESIGNATION -  BV 043 220
 BE3443  PID         -  BE3443
 BE3443  STATE/COUNTY-  GA/DECATUR
 BE3443  USGS QUAD   -  BRINSON (1974)
 BE3443
 BE3443                         *CURRENT SURVEY CONTROL
 BE3443  ___________________________________________________________________
 BE3443* NAD 83(1994)-  30 59 55.68958(N)    084 38 50.62708(W)     ADJUSTED  
 BE3443* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 BE3443  ___________________________________________________________________
 BE3443  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BE3443  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE3443
 BE3443  HORZ ORDER  -  SECOND
 BE3443
 BE3443.The horizontal coordinates were established by classical geodetic methods
 BE3443.and adjusted by the National Geodetic Survey in September 1997..
 BE3443
 BE3443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3443
 BE3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3443
 BE3443.The geoid height was determined by GEOID03.
 BE3443
 BE3443;                    North         East     Units Scale Factor Converg.
 BE3443;SPC GA W     -   110,816.294   654,092.023   MT  0.99992599   -0 14 51.3
 BE3443;SPC GA W     -   363,569.79  2,145,966.91   sFT  0.99992599   -0 14 51.3
 BE3443;UTM  16      - 3,431,845.168   724,626.460   MT  1.00022244   +1 12 43.7
 BE3443
 BE3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3443!SPC GA W     -   0.99999800  x   0.99992599  =   0.99992399
 BE3443!UTM  16      -   0.99999800  x   1.00022244  =   1.00022044
 BE3443
 BE3443|---------------------------------------------------------------------|
 BE3443| PID    Reference Object                     Distance      Geod. Az  |
 BE3443|                                                           dddmmss.s |
 BE3443| BE3442 BV 043 220 GADT 1973 PTA             11.307 METERS 01017     |
 BE3443| CW1902 BV 043 220 AZ MK                                   1825236.2 |
 BE3443|---------------------------------------------------------------------|
 BE3443
 BE3443                          SUPERSEDED SURVEY CONTROL
 BE3443
 BE3443  NAD 83(1994)-  30 59 55.69647(N)    084 38 50.63383(W) AD(       ) 2
 BE3443  NAD 83(1986)-  30 59 55.69726(N)    084 38 50.63298(W) AD(       ) 2
 BE3443  NAD 27      -  30 59 55.02606(N)    084 38 50.93390(W) AD(       ) 2
 BE3443  NGVD 29 (07/19/86)   40.6    (m)          133.     (f) VERT ANG       
 BE3443
 BE3443.Superseded values are not recommended for survey control.
 BE3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3443.See file dsdata.txt to determine how the superseded data were derived.
 BE3443
 BE3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2462631845(NAD 83)
 BE3443_MARKER: DD = SURVEY DISK
 BE3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3443
 BE3443  HISTORY     - Date     Condition        Report By
 BE3443  HISTORY     - 1973     MONUMENTED       GADT
 BE3443
 BE3443                          STATION DESCRIPTION
 BE3443
 BE3443'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3443'THE STATION IS ABOUT 7.9 MILES SOUTH OF BABCOCK, 4.3 MILES SOUTH
 BE3443'AND 15.9 MILES EAST OF DONALSONVILLE, 6.5 MILES NORTH AND 4.4 MILES
 BE3443'WEST OF BAINBRIDGE.
 BE3443'
 BE3443'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND U.S. 27
 BE3443'IN BAINBRIDGE PROCEED NORTH ON U.S. 27 FOR 5.25 MILES TO DIRT
 BE3443'COUNTY ROAD NO. 238, TURN LEFT AND PROCEED WEST ON DIRT COUNTY
 BE3443'ROAD NO. 238 FOR 1.3 MILE TO THE STATION ON THE LEFT.  TO REACH
 BE3443'THE AZIMUTH MARK PROCEED SOUTH ON DIRT COUNTY ROAD NO. 238 FROM
 BE3443'THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3443'
 BE3443'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3443'OF TRANSPORTATION, STAMPED 043-220.  THE SURFACE DISK IS SET IN
 BE3443'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3443'WITH THE GROUND.  IT IS 2.6 FEET WEST OF A WITNESS POST, 25.0 FEET
 BE3443'EAST OF THE CENTERLINE OF A DIRT ROAD, 4.6 FEET NORTH OF A
 BE3443'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3443'CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3443'
 BE3443'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3443'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3443'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3443'IS 24.0 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 2.4 FEET
 BE3443'NORTH OF A POWER POLE, 17.5 FEET SOUTH OF A PRIVATE DRIVE.
 BE3443'
 BE3443'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4264 ***********************************************************************
 AB4264  DESIGNATION -  BV 044 107
 AB4264  PID         -  AB4264
 AB4264  STATE/COUNTY-  GA/DE KALB
 AB4264  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 AB4264
 AB4264                         *CURRENT SURVEY CONTROL
 AB4264  ___________________________________________________________________
 AB4264* NAD 83(1994)-  33 49 37.29599(N)    084 15 10.59764(W)     ADJUSTED  
 AB4264* NAVD 88     -       322.7    (meters)    1059.     (feet)  GPS OBS   
 AB4264  ___________________________________________________________________
 AB4264  X           -     531,147.042 (meters)                     COMP
 AB4264  Y           -  -5,277,546.055 (meters)                     COMP
 AB4264  Z           -   3,530,687.435 (meters)                     COMP
 AB4264  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AB4264  ELLIP HEIGHT-         293.24  (meters)          (09/03/97) GPS OBS
 AB4264  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AB4264
 AB4264  HORZ ORDER  -  FIRST
 AB4264  ELLP ORDER  -  FOURTH    CLASS II
 AB4264
 AB4264.The horizontal coordinates were established by GPS observations
 AB4264.and adjusted by the National Geodetic Survey in September 1997..
 AB4264
 AB4264.The orthometric height was determined by GPS observations and a
 AB4264.high-resolution geoid model.
 AB4264
 AB4264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4264
 AB4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4264
 AB4264.The ellipsoidal height was determined by GPS observations
 AB4264.and is referenced to NAD 83.
 AB4264
 AB4264.The geoid height was determined by GEOID03.
 AB4264
 AB4264;                    North         East     Units Scale Factor Converg.
 AB4264;SPC GA W     -   424,322.610   692,013.984   MT  0.99990079   -0 02 52.9
 AB4264;SPC GA W     - 1,392,131.76  2,270,382.55   sFT  0.99990079   -0 02 52.9
 AB4264;UTM  16      - 3,746,371.697   754,235.050   MT  1.00039689   +1 31 48.3
 AB4264
 AB4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4264!SPC GA W     -   0.99995397  x   0.99990079  =   0.99985476
 AB4264!UTM  16      -   0.99995397  x   1.00039689  =   1.00035084
 AB4264
 AB4264                          SUPERSEDED SURVEY CONTROL
 AB4264
 AB4264  NAD 83(1994)-  33 49 37.29572(N)    084 15 10.59705(W) AD(       ) 1
 AB4264  ELLIP H (06/18/96)  293.24   (m)                       GP(       ) 4 1
 AB4264
 AB4264.Superseded values are not recommended for survey control.
 AB4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4264.See file dsdata.txt to determine how the superseded data were derived.
 AB4264
 AB4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5423546372(NAD 83)
 AB4264_MARKER: A = ALUMINUM MARKER
 AB4264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4264_STAMPING: BV-044-107
 AB4264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4264+STABILITY: SURFACE MOTION
 AB4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4264+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AB4264
 AB4264  HISTORY     - Date     Condition        Report By
 AB4264  HISTORY     - UNK      MONUMENTED       GA-089
 AB4264  HISTORY     - 19950327 GOOD             MSI
 AB4264
 AB4264                          STATION DESCRIPTION
 AB4264
 AB4264'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4264'TO REACH THE STATION FROM I-285 EXIT-29 (LAWRENCEVILLE HWY), STATION
 AB4264'IS LOCATED JUST NORTH OF THE OVERPASS IN THE GRASS AT THE WEST END OF
 AB4264'THE BRIDGE. STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST STAMPED
 AB4264'BV-044-107 AND IS LOCATED 1.2 M (3.9 FT) NORTHWEST OF THE NORTHWEST
 AB4264'END OF THE GUARDRAIL ON THE NORTH SIDE OF LAWRENCEVILLE HIGHWAY, 4.6 M
 AB4264'(15.1 FT) SOUTHWEST OF NORTHWEST CORNER OF BRIDGE, 5.8 M (19.0 FT) OF
 AB4264'CENTER OF MANHOLE ON SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4254 ***********************************************************************
 AB4254  DESIGNATION -  BV 044 131
 AB4254  PID         -  AB4254
 AB4254  STATE/COUNTY-  GA/DE KALB
 AB4254  USGS QUAD   -  CHAMBLEE (1993)
 AB4254
 AB4254                         *CURRENT SURVEY CONTROL
 AB4254  ___________________________________________________________________
 AB4254* NAD 83(1994)-  33 52 44.13249(N)    084 16 23.93090(W)     ADJUSTED  
 AB4254* NAVD 88     -       296.5    (meters)     973.     (feet)  GPS OBS   
 AB4254  ___________________________________________________________________
 AB4254  X           -     528,948.500 (meters)                     COMP
 AB4254  Y           -  -5,274,521.834 (meters)                     COMP
 AB4254  Z           -   3,535,453.665 (meters)                     COMP
 AB4254  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AB4254  ELLIP HEIGHT-         266.88  (meters)          (09/03/97) GPS OBS
 AB4254  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 AB4254
 AB4254  HORZ ORDER  -  FIRST
 AB4254  ELLP ORDER  -  FOURTH    CLASS II
 AB4254
 AB4254.The horizontal coordinates were established by GPS observations
 AB4254.and adjusted by the National Geodetic Survey in September 1997..
 AB4254
 AB4254.The orthometric height was determined by GPS observations and a
 AB4254.high-resolution geoid model.
 AB4254
 AB4254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4254
 AB4254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4254
 AB4254.The ellipsoidal height was determined by GPS observations
 AB4254.and is referenced to NAD 83.
 AB4254
 AB4254.The geoid height was determined by GEOID03.
 AB4254
 AB4254;                    North         East     Units Scale Factor Converg.
 AB4254;SPC GA W     -   430,080.432   690,134.424   MT  0.99990120   -0 03 34.0
 AB4254;SPC GA W     - 1,411,022.22  2,264,216.02   sFT  0.99990120   -0 03 34.0
 AB4254;UTM  16      - 3,752,078.328   752,196.532   MT  1.00038415   +1 31 14.8
 AB4254
 AB4254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4254!SPC GA W     -   0.99995811  x   0.99990120  =   0.99985931
 AB4254!UTM  16      -   0.99995811  x   1.00038415  =   1.00034224
 AB4254
 AB4254                          SUPERSEDED SURVEY CONTROL
 AB4254
 AB4254  NAD 83(1994)-  33 52 44.13222(N)    084 16 23.93036(W) AD(       ) 1
 AB4254  ELLIP H (06/18/96)  266.89   (m)                       GP(       ) 4 1
 AB4254
 AB4254.Superseded values are not recommended for survey control.
 AB4254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4254.See file dsdata.txt to determine how the superseded data were derived.
 AB4254
 AB4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5219752078(NAD 83)
 AB4254_MARKER: A = ALUMINUM MARKER
 AB4254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4254_STAMPING: BV-044-131
 AB4254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4254+STABILITY: SURFACE MOTION
 AB4254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4254+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1995
 AB4254
 AB4254  HISTORY     - Date     Condition        Report By
 AB4254  HISTORY     - UNK      MONUMENTED       GA-089
 AB4254  HISTORY     - 19950324 GOOD             MSI
 AB4254
 AB4254                          STATION DESCRIPTION
 AB4254
 AB4254'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1995 (PDK)
 AB4254'TO REACH POINT FROM I-85 EXIT-34 (CHAMBLEE-TUCKER RD.), POINT LOCATED
 AB4254'AT SOUTHWEST END OF OF OVERPASS IN GRASS JUST EAST OF INTERSECTION
 AB4254'CHAMBLEE-TUCKER RD. AND ON RAMP TO I-85 SOUTHBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2708 ***********************************************************************
 DG2708  DESIGNATION -  BV 044 200
 DG2708  PID         -  DG2708
 DG2708  STATE/COUNTY-  GA/DE KALB
 DG2708  USGS QUAD   -  CHAMBLEE (1993)
 DG2708
 DG2708                         *CURRENT SURVEY CONTROL
 DG2708  ___________________________________________________________________
 DG2708* NAD 83(1994)-  33 55 11.07049(N)    084 18 54.55288(W)     ADJUSTED  
 DG2708* NAVD 88     -       312.3    (meters)    1025.     (feet)  VERTCON   
 DG2708  ___________________________________________________________________
 DG2708  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DG2708  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2708
 DG2708  HORZ ORDER  -  SECOND
 DG2708
 DG2708.The horizontal coordinates were established by classical geodetic methods
 DG2708.and adjusted by the National Geodetic Survey in September 1997..
 DG2708
 DG2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2708
 DG2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2708
 DG2708.The geoid height was determined by GEOID03.
 DG2708
 DG2708;                    North         East     Units Scale Factor Converg.
 DG2708;SPC GA W     -   434,612.135   686,270.548   MT  0.99990232   -0 04 58.3
 DG2708;SPC GA W     - 1,425,889.98  2,251,539.29   sFT  0.99990232   -0 04 58.3
 DG2708;UTM  16      - 3,756,503.778   748,207.219   MT  1.00035953   +1 29 56.4
 DG2708
 DG2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2708!SPC GA W     -   0.99995562  x   0.99990232  =   0.99985794
 DG2708!UTM  16      -   0.99995562  x   1.00035953  =   1.00031513
 DG2708
 DG2708:                Primary Azimuth Mark                     Grid Az
 DG2708:SPC GA W     -  DORAVILLE GA PWR CO MICROWAVE            077 02 44.1
 DG2708:UTM  16      -  DORAVILLE GA PWR CO MICROWAVE            075 27 49.4
 DG2708
 DG2708|---------------------------------------------------------------------|
 DG2708| PID    Reference Object                     Distance      Geod. Az  |
 DG2708|                                                           dddmmss.s |
 DG2708| DG2712 DORAVILLE GA PWR CO MICROWAVE       APPROX. 0.6 KM 0765745.8 |
 DG2708| CZ2968 BV 044 200 AZ MK                                   0862012.1 |
 DG2708|---------------------------------------------------------------------|
 DG2708
 DG2708                          SUPERSEDED SURVEY CONTROL
 DG2708
 DG2708  NAD 83(1986)-  33 55 11.07623(N)    084 18 54.55273(W) AD(       ) 2
 DG2708  NAD 27      -  33 55 10.70860(N)    084 18 54.83043(W) AD(       ) 2
 DG2708  NGVD 29 (07/19/86)  312.2    (m)         1024.     (f) VERT ANG       
 DG2708
 DG2708.Superseded values are not recommended for survey control.
 DG2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2708.See file dsdata.txt to determine how the superseded data were derived.
 DG2708
 DG2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4820756504(NAD 83)
 DG2708_MARKER: DD = SURVEY DISK
 DG2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2708
 DG2708  HISTORY     - Date     Condition        Report By
 DG2708  HISTORY     - 1973     MONUMENTED       GADT
 DG2708
 DG2708                          STATION DESCRIPTION
 DG2708
 DG2708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2708'THE STATION IS LOCATED APPROXIMATELY 12.0 MILES EAST OF DOBBINS
 DG2708'AIR FORCE BASE, 7.5 MILES SOUTH-SOUTHEAST OF ROSWELL AND 2.0
 DG2708'MILES EAST OF SANDY SPRINGS.
 DG2708'
 DG2708'TO REACH THE STATION FROM THE INTERSECTION OF I-75 AND I-285 GO
 DG2708'NORTHEAST ON I-285 EAST FOR 7.66 MILES TO THE INTERSECTION OF
 DG2708'STATE ROUTE 400 AND I-285, CONTINUE EAST ON I-285 FOR 2.66 MILES
 DG2708'TO THE CHAMBLEE-DUNWOODY ROAD EXIT.  BEAR RIGHT ONTO THE EXIT
 DG2708'RAMP AND TRAVEL 0.2 MILE TO THE STATION ON THE LEFT.
 DG2708'
 DG2708'THE STATION MARK IS A STANDARD DISK STAMPED 044-200 SET IN A 10
 DG2708'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2708'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 044-200
 DG2708'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3 FEET BENEATH
 DG2708'THE SURFACE OF THE GROUND.  IT IS LOCATED 3.0 FEET NORTHEAST OF
 DG2708'THE WITNESS POST, 3.8 FEET NORTHWEST OF THE GUARDRAIL, 30.5 FEET
 DG2708'WEST OF THE CENTER LINE OF CHAMBLEE-DUNWOODY ROAD AND 71.1 FEET
 DG2708'SOUTH OF THE SOUTHWEST BRIDGE ABUTMENT.
 DG2708'
 DG2708'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ON I-285
 DG2708'EAST 0.5 MILE TO THE NORTH SHALLOWFORD OVERPASS.  THE AZIMUTH
 DG2708'MARK IS LOCATED IN THE I-285 MEDIAN.  THE AZIMUTH MARK IS A
 DG2708'STANDARD DISK STAMPED 044-200 AZI, SET IN A 10 INCH CONCRETE POST
 DG2708'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 9.7 FEET
 DG2708'NORTH OF THE GUARDRAIL, 10.6 FEET NORTHWEST OF THE BRIDGE ABUTMENT
 DG2708'OF THE EAST LANE OF I-285 (EAST) OVERPASS AND 43.0 FEET
 DG2708'SOUTHWEST OF THE BRIDGE ABUTMENT OF THE I-285 (WEST)
 DG2708'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2711 ***********************************************************************
 DG2711  DESIGNATION -  BV 044 201
 DG2711  PID         -  DG2711
 DG2711  STATE/COUNTY-  GA/DE KALB
 DG2711  USGS QUAD   -  CHAMBLEE (1993)
 DG2711
 DG2711                         *CURRENT SURVEY CONTROL
 DG2711  ___________________________________________________________________
 DG2711* NAD 83(1994)-  33 57 14.57470(N)    084 18 29.11701(W)     ADJUSTED  
 DG2711* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 DG2711  ___________________________________________________________________
 DG2711  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DG2711  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2711
 DG2711  HORZ ORDER  -  SECOND
 DG2711
 DG2711.The horizontal coordinates were established by classical geodetic methods
 DG2711.and adjusted by the National Geodetic Survey in September 1997..
 DG2711
 DG2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2711
 DG2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2711
 DG2711.The geoid height was determined by GEOID03.
 DG2711
 DG2711;                    North         East     Units Scale Factor Converg.
 DG2711;SPC GA W     -   438,416.181   686,929.086   MT  0.99990211   -0 04 44.4
 DG2711;SPC GA W     - 1,438,370.42  2,253,699.84   sFT  0.99990211   -0 04 44.4
 DG2711;UTM  16      - 3,760,326.314   748,760.702   MT  1.00036291   +1 30 15.4
 DG2711
 DG2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2711!SPC GA W     -   0.99995000  x   0.99990211  =   0.99985212
 DG2711!UTM  16      -   0.99995000  x   1.00036291  =   1.00031289
 DG2711
 DG2711:                Primary Azimuth Mark                     Grid Az
 DG2711:SPC GA W     -  NORCROSS E COUNTY STANDPIPE              112 46 49.8
 DG2711:UTM  16      -  NORCROSS E COUNTY STANDPIPE              111 11 50.0
 DG2711
 DG2711|---------------------------------------------------------------------|
 DG2711| PID    Reference Object                     Distance      Geod. Az  |
 DG2711|                                                           dddmmss.s |
 DG2711| DG2572 NORCROSS E COUNTY STANDPIPE         APPROX.10.7 KM 1124205.4 |
 DG2711| DG2571 NORCROSS W COUNTY STANDPIPE         APPROX.10.7 KM 1124708.5 |
 DG2711| DG2537 STONE MTN TV STA WGTV MAST          APPROX.22.4 KM 1372425.7 |
 DG2711| DG2709 BV 044 201 GADT 1973 PTA             21.080 METERS 21906     |
 DG2711| CZ2969 BV 044 201 AZ MK                                   2445612.0 |
 DG2711|---------------------------------------------------------------------|
 DG2711
 DG2711                          SUPERSEDED SURVEY CONTROL
 DG2711
 DG2711  NAD 83(1986)-  33 57 14.58027(N)    084 18 29.11658(W) AD(       ) 2
 DG2711  NAD 27      -  33 57 14.21708(N)    084 18 29.39343(W) AD(       ) 2
 DG2711  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 DG2711
 DG2711.Superseded values are not recommended for survey control.
 DG2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2711.See file dsdata.txt to determine how the superseded data were derived.
 DG2711
 DG2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4876160326(NAD 83)
 DG2711_MARKER: DD = SURVEY DISK
 DG2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2711
 DG2711  HISTORY     - Date     Condition        Report By
 DG2711  HISTORY     - 1973     MONUMENTED       GADT
 DG2711
 DG2711                          STATION DESCRIPTION
 DG2711
 DG2711'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2711'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF
 DG2711'ROSWELL, 5.5 MILES WEST OF NORCROSS AND 4.0 MILES NORTH-NORTHWEST
 DG2711'OF DORAVILLE.
 DG2711'
 DG2711'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285
 DG2711'AND STATE ROUTE 400, 4.6 MILES WEST OF DORAVILLE GO NORTH ON
 DG2711'STATE ROUTE 400 FOR 2.7 MILES TO THE INTERSECTION OF STATE ROUTE
 DG2711'400 AND MOUNT VERNON ROAD (ABERNATHY ROAD).  TURN RIGHT AND GO
 DG2711'EAST FOR 3.0 MILES ON MOUNT VERNON ROAD (ABERNATHY ROAD) TO
 DG2711'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON MOUNT VERNON
 DG2711'ROAD 0.4 MILE TO THE STATION ON THE LEFT.
 DG2711'
 DG2711'THE STATION IS A STANDARD DISK STAMPED 044-201, SET IN A
 DG2711'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2711'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 044-201,
 DG2711'SET IN AN IRREGULAR MASS OF CONCRETE 0.83 METERS BELOW THE
 DG2711'SURFACE OF THE GROUND.
 DG2711'
 DG2711'THE STATION IS 18.4 FEET NORTHWEST OF THE CENTERLINE OF MOUNT
 DG2711'VERNON ROAD, 22.0 FEET EAST OF A POWER POLE, 19.0 FEET SOUTH OF A
 DG2711'BLAZED OAK TREE, AND 2.4 FEET SOUTH OF A WITNESS POST.
 DG2711'
 DG2711'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 044-201 AZI, SET
 DG2711'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE GUTTER.
 DG2711'
 DG2711'IT IS 23.0 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 12.2
 DG2711'FEET SOUTH OF THE CENTERLINE OF MOUNT VERNON ROAD, 36.8 FEET WEST
 DG2711'OF A PINE TREE, 10.0 FEET NORTH OF A PINE TREE, AND 14.0 FEET
 DG2711'EAST OF THE CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2739 ***********************************************************************
 DG2739  DESIGNATION -  BV 044 202
 DG2739  PID         -  DG2739
 DG2739  STATE/COUNTY-  GA/DE KALB
 DG2739  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2739
 DG2739                         *CURRENT SURVEY CONTROL
 DG2739  ___________________________________________________________________
 DG2739* NAD 83(1994)-  33 49 38.99801(N)    084 19 48.60726(W)     ADJUSTED  
 DG2739* NAVD 88     -       282.7    (meters)     927.     (feet)  VERTCON   
 DG2739  ___________________________________________________________________
 DG2739  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DG2739  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG2739
 DG2739  HORZ ORDER  -  SECOND
 DG2739
 DG2739.The horizontal coordinates were established by classical geodetic methods
 DG2739.and adjusted by the National Geodetic Survey in September 1997..
 DG2739
 DG2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2739
 DG2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2739
 DG2739.The geoid height was determined by GEOID03.
 DG2739
 DG2739;                    North         East     Units Scale Factor Converg.
 DG2739;SPC GA W     -   424,383.720   684,865.942   MT  0.99990282   -0 05 27.7
 DG2739;SPC GA W     - 1,392,332.25  2,246,931.01   sFT  0.99990282   -0 05 27.7
 DG2739;UTM  16      - 3,746,235.868   747,084.656   MT  1.00035269   +1 29 13.3
 DG2739
 DG2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2739!SPC GA W     -   0.99996026  x   0.99990282  =   0.99986309
 DG2739!UTM  16      -   0.99996026  x   1.00035269  =   1.00031294
 DG2739
 DG2739:                Primary Azimuth Mark                     Grid Az
 DG2739:SPC GA W     -  BV 044 202 AZ MK                         065 56 18.1
 DG2739:UTM  16      -  BV 044 202 AZ MK                         064 21 37.1
 DG2739
 DG2739|---------------------------------------------------------------------|
 DG2739| PID    Reference Object                     Distance      Geod. Az  |
 DG2739|                                                           dddmmss.s |
 DG2739| CZ2970 BV 044 202 AZ MK                                   0655050.4 |
 DG2739|---------------------------------------------------------------------|
 DG2739
 DG2739                          SUPERSEDED SURVEY CONTROL
 DG2739
 DG2739  NAD 83(1986)-  33 49 39.00326(N)    084 19 48.60782(W) AD(       ) 2
 DG2739  NAD 27      -  33 49 38.63030(N)    084 19 48.88255(W) AD(       ) 2
 DG2739  NGVD 29 (07/19/86)  282.6    (m)          927.     (f) VERT ANG       
 DG2739
 DG2739.Superseded values are not recommended for survey control.
 DG2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2739.See file dsdata.txt to determine how the superseded data were derived.
 DG2739
 DG2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4708546236(NAD 83)
 DG2739_MARKER: DD = SURVEY DISK
 DG2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2739
 DG2739  HISTORY     - Date     Condition        Report By
 DG2739  HISTORY     - 1973     MONUMENTED       GADT
 DG2739
 DG2739                          STATION DESCRIPTION
 DG2739
 DG2739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2739'THE STATION IS LOCATED 6.0 MILES SOUTHWEST OF DORAVILLE,
 DG2739'9.3 MILES WEST OF STONE MOUNTAIN, AND 6.6 MILES NORTHEAST OF THE
 DG2739'GEORGIA STATE CAPITOL BUILDING.
 DG2739'
 DG2739'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 DG2739'85 AND UNITED STATES ROUTE 23, APPROXIMATELY 4.5 MILES NORTH OF
 DG2739'DECATUR, GO SOUTH ON UNITED STATES ROUTE 23 FOR 0.45 MILE TO THE
 DG2739'STATION ON THE RIGHT IN A TRAFFIC ISLAND AT THE INTERSECTION OF
 DG2739'BRIARCLIFF ROAD AND UNITED STATES ROUTE 23.
 DG2739'
 DG2739'THE STATION IS A STANDARD DISK STAMPED 044-202, SET IN A
 DG2739'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2739'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2739'044-202, SET IN AN IRREGULAR MASS OF CONCRETE 0.87 METERS BELOW
 DG2739'THE SURFACE OF THE GROUND.
 DG2739'
 DG2739'THE STATION IS 45.0 FEET SOUTHEAST OF A POWER POLE, 9.5 FEET
 DG2739'SOUTHEAST OF THE WEST CURB OF THE TRAFFIC ISLAND, 23.2 FEET NORTH
 DG2739'OF THE SOUTH NOSE OF THE TRAFFIC ISLAND AND 2.5 FEET NORTHWEST OF
 DG2739'A WITNESS POST.
 DG2739'
 DG2739'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 DG2739'BRIARCLIFF ROAD 0.10 MILE TO THE MARK ON THE LEFT, SET IN THE
 DG2739'SIDEWALK.
 DG2739'
 DG2739'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 044-202, SET IN
 DG2739'A DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE.
 DG2739'
 DG2739'IT IS 5.0 FEET NORTHWEST OF THE CURB ON BRIARCLIFF ROAD,
 DG2739'51.3 FEET NORTHEAST OF A STATE RIGHT OF WAY MARKER, 26.6 FEET EAST
 DG2739'OF A 10-INCH OAK TREE AND 20.0 FEET SOUTHWEST OF THE CENTERLINE
 DG2739'OF A DRIVEWAY TO A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2547 ***********************************************************************
 DG2547  DESIGNATION -  BV 044 203
 DG2547  PID         -  DG2547
 DG2547  STATE/COUNTY-  GA/DE KALB
 DG2547  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2547
 DG2547                         *CURRENT SURVEY CONTROL
 DG2547  ___________________________________________________________________
 DG2547* NAD 83(1994)-  33 49 56.49799(N)    084 11 36.71386(W)     ADJUSTED  
 DG2547* NAVD 88     -       332.6    (meters)    1091.     (feet)  VERTCON   
 DG2547  ___________________________________________________________________
 DG2547  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DG2547  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG2547
 DG2547  HORZ ORDER  -  SECOND
 DG2547
 DG2547.The horizontal coordinates were established by classical geodetic methods
 DG2547.and adjusted by the National Geodetic Survey in September 1997..
 DG2547
 DG2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2547
 DG2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2547
 DG2547.The geoid height was determined by GEOID03.
 DG2547
 DG2547;                    North         East     Units Scale Factor Converg.
 DG2547;SPC GA W     -   424,911.160   697,513.470   MT  0.99990008   -0 00 53.8
 DG2547;SPC GA W     - 1,394,062.70  2,288,425.44   sFT  0.99990008   -0 00 53.8
 DG2547;UTM  16      - 3,747,111.870   759,719.056   MT  1.00043164   +1 33 48.3
 DG2547
 DG2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2547!SPC GA W     -   0.99995242  x   0.99990008  =   0.99985251
 DG2547!UTM  16      -   0.99995242  x   1.00043164  =   1.00038404
 DG2547
 DG2547|---------------------------------------------------------------------|
 DG2547| PID    Reference Object                     Distance      Geod. Az  |
 DG2547|                                                           dddmmss.s |
 DG2547| DG2548 TUCKER COUNTY TANK                  286.399 METERS 08425     |
 DG2547| DG2540 TUCKER ATT MICROWAVE                385.183 METERS 09444     |
 DG2547| DG2537 STONE MTN TV STA WGTV MAST          APPROX. 5.5 KM 1232645.7 |
 DG2547| CZ2971 BV 044 203 AZ MK                                   1812048.2 |
 DG2547| DG2534 TUCKER COUNTY STANDPIPE             APPROX. 2.8 KM 3261907.8 |
 DG2547|---------------------------------------------------------------------|
 DG2547
 DG2547                          SUPERSEDED SURVEY CONTROL
 DG2547
 DG2547  NAD 83(1986)-  33 49 56.50227(N)    084 11 36.71354(W) AD(       ) 2
 DG2547  NAD 27      -  33 49 56.13182(N)    084 11 36.99811(W) AD(       ) 2
 DG2547  NGVD 29 (07/19/86)  332.5    (m)         1091.     (f) VERT ANG       
 DG2547
 DG2547.Superseded values are not recommended for survey control.
 DG2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2547.See file dsdata.txt to determine how the superseded data were derived.
 DG2547
 DG2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5971947112(NAD 83)
 DG2547_MARKER: DD = SURVEY DISK
 DG2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2547
 DG2547  HISTORY     - Date     Condition        Report By
 DG2547  HISTORY     - 1973     MONUMENTED       GADT
 DG2547
 DG2547                          STATION DESCRIPTION
 DG2547
 DG2547'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2547'THE STATION IS LOCATED 2.1 MILES NORTHWEST OF STONE MOUNTAIN,
 DG2547'5.2 MILES SOUTHWEST OF LILBURN, AND 3.0 MILES NORTHEAST OF
 DG2547'CLARKSTON.
 DG2547'
 DG2547'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285
 DG2547'AND UNITED STATES ROUTE 78, 1.0 MILE NORTHWEST OF CLARKSTON, GO
 DG2547'EAST ON UNITED STATES ROUTE 78 FOR 3.4 MILES TO THE INTERSECTION
 DG2547'OF UNITED STATES ROUTE 78 AND MOUNTAIN INDUSTRIAL BOULEVARD.  GO
 DG2547'SOUTH 0.40 MILE ON MOUNTAIN INDUSTRIAL BOULEVARD TO THE
 DG2547'INTERSECTION OF LEWIS ROAD AND MOUNTAIN INDUSTRIAL BOULEVARD.  GO
 DG2547'EAST ON LEWIS ROAD FOR 0.20 MILE TO THE INTERSECTION OF LEWIS
 DG2547'ROAD AND LITTON DRIVE.  TURN LEFT ON LITTON DRIVE AND GO NORTH
 DG2547'0.20 MILE TO THE STATION ON THE RIGHT AT THE END OF THE
 DG2547'PAVEMENT.
 DG2547'
 DG2547'THE STATION IS A STANDARD DISK STAMPED 044-203, SET IN A
 DG2547'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2547'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 044-203,
 DG2547'SET IN AN IRREGULAR MASS OF CONCRETE 2.2 FEET BELOW THE SURFACE
 DG2547'OF THE GROUND.
 DG2547'
 DG2547'IT IS 20.0 FEET EAST OF THE CENTERLINE OF LITTON DRIVE, 35.5
 DG2547'FEET EAST OF A ROW OF PINE TREES, AND 62.9 FEET SOUTHEAST OF THE
 DG2547'POINT OF INTERSECTION OF LITTON DRIVE AND A DIRT TRAIL.
 DG2547'
 DG2547'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON LITTON
 DG2547'DRIVE 0.35 MILE TO THE MARK ON THE RIGHT.
 DG2547'
 DG2547'THE MARK IS A STANDARD DISK STAMPED 044-203 AZI, SET IN A
 DG2547'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2547'GROUND.
 DG2547'
 DG2547'IT IS 18.6 FEET WEST OF THE CENTERLINE OF LITTON DRIVE, 3.3
 DG2547'FEET NORTH OF A UTILITY POLE, 70.0 FEET EAST OF STAIRS, AND 10.5
 DG2547'FEET SOUTHWEST OF THE CORNER OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2541 ***********************************************************************
 DG2541  DESIGNATION -  BV 044 204
 DG2541  PID         -  DG2541
 DG2541  STATE/COUNTY-  GA/DE KALB
 DG2541  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2541
 DG2541                         *CURRENT SURVEY CONTROL
 DG2541  ___________________________________________________________________
 DG2541* NAD 83(1994)-  33 45 40.39413(N)    084 09 52.77252(W)     ADJUSTED  
 DG2541* NAVD 88     -       313.     (meters)    1027.     (feet)  VERTCON   
 DG2541  ___________________________________________________________________
 DG2541  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DG2541  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DG2541
 DG2541  HORZ ORDER  -  SECOND
 DG2541
 DG2541.The horizontal coordinates were established by classical geodetic methods
 DG2541.and adjusted by the National Geodetic Survey in September 1997..
 DG2541
 DG2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2541
 DG2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2541
 DG2541.The geoid height was determined by GEOID03.
 DG2541
 DG2541;                    North         East     Units Scale Factor Converg.
 DG2541;SPC GA W     -   417,020.872   700,185.974   MT  0.99990000   +0 00 04.0
 DG2541;SPC GA W     - 1,368,175.98  2,297,193.48   sFT  0.99990000   +0 00 04.0
 DG2541;UTM  16      - 3,739,293.889   762,609.244   MT  1.00045027   +1 34 35.7
 DG2541
 DG2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2541!SPC GA W     -   0.99995547  x   0.99990000  =   0.99985548
 DG2541!UTM  16      -   0.99995547  x   1.00045027  =   1.00040572
 DG2541
 DG2541:                Primary Azimuth Mark                     Grid Az
 DG2541:SPC GA W     -  BV 044 204 AZ MK                         006 25 09.5
 DG2541:UTM  16      -  BV 044 204 AZ MK                         004 50 37.8
 DG2541
 DG2541|---------------------------------------------------------------------|
 DG2541| PID    Reference Object                     Distance      Geod. Az  |
 DG2541|                                                           dddmmss.s |
 DG2541| CZ2972 BV 044 204 AZ MK                                   0062513.5 |
 DG2541| DG2537 STONE MTN TV STA WGTV MAST          APPROX. 5.2 KM 0210859.8 |
 DG2541| DG2542 BV 044 204 GADT 1973 PTA             25.725 METERS 05139     |
 DG2541|---------------------------------------------------------------------|
 DG2541
 DG2541                          SUPERSEDED SURVEY CONTROL
 DG2541
 DG2541  NAD 83(1986)-  33 45 40.39752(N)    084 09 52.77215(W) AD(       ) 2
 DG2541  NAD 27      -  33 45 40.02193(N)    084 09 53.05591(W) AD(       ) 2
 DG2541  NGVD 29 (07/19/86)  313.     (m)         1027.     (f) VERT ANG       
 DG2541
 DG2541.Superseded values are not recommended for survey control.
 DG2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2541.See file dsdata.txt to determine how the superseded data were derived.
 DG2541
 DG2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6260939294(NAD 83)
 DG2541_MARKER: DD = SURVEY DISK
 DG2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2541
 DG2541  HISTORY     - Date     Condition        Report By
 DG2541  HISTORY     - 1973     MONUMENTED       GADT
 DG2541
 DG2541                          STATION DESCRIPTION
 DG2541
 DG2541'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2541'THE STATION IS LOCATED 3.4 MILES SOUTH-SOUTHWEST OF STONE
 DG2541'MOUNTAIN MEMORIAL PARK, 5.5 MILES SOUTHEAST OF CLARKSTON AND
 DG2541'3.4 MILES SOUTH OF STONE MOUNTAIN, GEORGIA.
 DG2541'
 DG2541'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285
 DG2541'AND STATE ROUTE 10 (MEMORIAL DRIVE) 2.1 MILES SOUTH OF CLARKSTON,
 DG2541'GO EAST ON STATE ROUTE 10 FOR 0.80 MILE TO THE INTERSECTION OF
 DG2541'STATE ROUTE 10 AND ROCK BRIDGE ROAD, TURN RIGHT AND PROCEED EAST
 DG2541'ON ROCK BRIDGE ROAD FOR 4.3 MILES TO THE INTERSECTION OF ROCK
 DG2541'BRIDGE ROAD AND STONE MOUNTAIN LITHONIA ROAD.  TURN RIGHT AND
 DG2541'PROCEED SOUTH ON STONE MOUNTAIN LITHONIA ROAD FOR 1.45 MILES TO
 DG2541'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON STONE
 DG2541'MOUNTAIN LITHONIA ROAD FOR 0.30 MILE TO THE INTERSECTION OF
 DG2541'STONE MOUNTAIN LITHONIA ROAD AND PANOLA ROAD.  TURN RIGHT ON
 DG2541'PANOLA ROAD AND CROSS THE RAILROAD TRACKS AND PROCEED SOUTH FOR
 DG2541'0.10 MILE TO THE STATION ON THE LEFT AT THE NORTH END OF A
 DG2541'CEMETERY.
 DG2541'
 DG2541'THE STATION IS A STANDARD DISK STAMPED 044-204, SET IN A
 DG2541'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2541'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 044-204,
 DG2541'SET IN AN IRREGULAR MASS OF CONCRETE 2.20 FEET BELOW THE SURFACE
 DG2541'OF THE GROUND.
 DG2541'
 DG2541'THE STATION IS LOCATED 86.0 FEET SOUTH OF THE POINT OF
 DG2541'INTERSECTION OF PANOLA ROAD AND NORTH BORN ROAD, 6.5 FEET SOUTHEAST
 DG2541'OF WITNESS POST, 19.8 FEET WEST OF AN EIGHT INCH PINE TREE, 26.4
 DG2541'FEET NORTHEAST OF A TWIN PINE TREE, 30.0 FEET SOUTHEAST OF THE
 DG2541'CENTERLINE OF PANOLA ROAD, AND 38.0 FEET SOUTHWEST OF THE
 DG2541'CENTERLINE OF NORTH BORN ROAD.
 DG2541'
 DG2541'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 044-204 AZI, SET
 DG2541'IN A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2541'THE GROUND.  IT IS 55.0 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 DG2541'POLE, 26.0 FEET SOUTHWEST OF CENTERLINE OF STONE MOUNTAIN
 DG2541'LITHONIA ROAD, AND 53.8 FEET SOUTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2741 ***********************************************************************
 DG2741  CBN         -  This is a Cooperative Base Network Control Station.
 DG2741  DESIGNATION -  BV 044 205
 DG2741  PID         -  DG2741
 DG2741  STATE/COUNTY-  GA/DE KALB
 DG2741  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2741
 DG2741                         *CURRENT SURVEY CONTROL
 DG2741  ___________________________________________________________________
 DG2741* NAD 83(1994)-  33 47 24.93647(N)    084 17 06.62154(W)     ADJUSTED  
 DG2741* NAVD 88     -       313.3    (meters)    1028.     (feet)  GPS OBS   
 DG2741  ___________________________________________________________________
 DG2741  X           -     528,403.520 (meters)                     COMP
 DG2741  Y           -  -5,280,094.111 (meters)                     COMP
 DG2741  Z           -   3,527,293.501 (meters)                     COMP
 DG2741  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG2741  ELLIP HEIGHT-         283.75  (meters)          (10/02/96) GPS OBS
 DG2741  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG2741
 DG2741  HORZ ORDER  -  B
 DG2741  ELLP ORDER  -  FIRST     CLASS I
 DG2741
 DG2741.The horizontal coordinates were established by GPS observations
 DG2741.and adjusted by the National Geodetic Survey in October 1996..
 DG2741
 DG2741.The orthometric height was determined by GPS observations and a
 DG2741.high-resolution geoid model.
 DG2741
 DG2741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG2741
 DG2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2741
 DG2741.The ellipsoidal height was determined by GPS observations
 DG2741.and is referenced to NAD 83.
 DG2741
 DG2741.The geoid height was determined by GEOID03.
 DG2741
 DG2741;                    North         East     Units Scale Factor Converg.
 DG2741;SPC GA W     -   420,247.878   689,026.110   MT  0.99990148   -0 03 57.3
 DG2741;SPC GA W     - 1,378,763.25  2,260,579.83   sFT  0.99990148   -0 03 57.3
 DG2741;UTM  16      - 3,742,214.241   751,359.070   MT  1.00037896   +1 30 38.4
 DG2741
 DG2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2741!SPC GA W     -   0.99995546  x   0.99990148  =   0.99985694
 DG2741!UTM  16      -   0.99995546  x   1.00037896  =   1.00033440
 DG2741
 DG2741|---------------------------------------------------------------------|
 DG2741| PID    Reference Object                     Distance      Geod. Az  |
 DG2741|                                                           dddmmss.s |
 DG2741| DG2746 BV 044 205 GADT 1973 PTA             20.037 METERS 09354     |
 DG2741| CZ2973 BV 044 205 AZ MK                                   1655808.3 |
 DG2741|---------------------------------------------------------------------|
 DG2741
 DG2741                          SUPERSEDED SURVEY CONTROL
 DG2741
 DG2741  NAD 83(1994)-  33 47 24.93636(N)    084 17 06.62116(W) AD(       ) B
 DG2741  NAD 83(1986)-  33 47 24.94009(N)    084 17 06.62254(W) AD(       ) 2
 DG2741  NAD 27      -  33 47 24.56426(N)    084 17 06.90205(W) AD(       ) 2
 DG2741  NGVD 29 (07/19/86)  313.     (m)         1027.     (f) VERT ANG       
 DG2741
 DG2741.Superseded values are not recommended for survey control.
 DG2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2741.See file dsdata.txt to determine how the superseded data were derived.
 DG2741
 DG2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5135942214(NAD 83)
 DG2741_MARKER: DS = TRIANGULATION STATION DISK
 DG2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2741_STAMPING: 044-205
 DG2741_MARK LOGO: GADT  
 DG2741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2741+STABILITY: SURFACE MOTION
 DG2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2741+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DG2741
 DG2741  HISTORY     - Date     Condition        Report By
 DG2741  HISTORY     - 1973     MONUMENTED       GADT
 DG2741  HISTORY     - 19940607 GOOD             NGS
 DG2741  HISTORY     - 20060214 GOOD             STRSMA
 DG2741
 DG2741                          STATION DESCRIPTION
 DG2741
 DG2741'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2741'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE WEST OF SCOTTDALE,
 DG2741'1.0 MILE NORTHEAST OF DECATUR, AND 1.0 MILE SOUTHEAST OF NORTH
 DG2741'DECATUR ON THE GROUNDS OF THE DE KALB GENERAL HOSPITAL.
 DG2741'
 DG2741'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTES
 DG2741'29 AND 78 AND U.S. BUSINESS ROUTE 29 (LAWRENCEVILLE ROAD) PROCEED
 DG2741'SOUTH ON U.S. BUSINESS ROUTE 29 (LAWRENCEVILLE ROAD) FOR 0.5
 DG2741'MILES TO THE INTERSECTION OF U.S. BUSINESS ROUTE 29 (LAWRENCEVILLE
 DG2741'ROAD) AND NORTH DECATUR ROAD.  CONTINUE SOUTH ON U.S. BUSINESS
 DG2741'ROUTE 29 (LAWRENCEVILLE ROAD) FOR 0.10 MILE TO THE INTERSECTION
 DG2741'OF SYCAMORE ROAD.  TURN LEFT, SOUTHEASTERLY ONTO SYCAMORE ROAD
 DG2741'AND GO 0.10 MILE TO THE STATION ON THE LEFT.
 DG2741'
 DG2741'THE STATION MARK IS A STANDARD DISK STAMPED 044-205, SET IN A
 DG2741'10-INCH CYLINDRICAL CONCRETE POST, WHICH IS FLUSH WITH THE
 DG2741'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2741'STAMPED 044-205, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3
 DG2741'FEET BENEATH THE SURFACE OF THE GROUND.  THE STATION IS LOCATED
 DG2741'ON THE EAST SIDE OF SYCAMORE ROAD IN THE LAWN OF THE DE KALB
 DG2741'GENERAL HOSPITAL, 1.0 FEET EAST OF THE EDGE OF THE SIDEWALK, 7.0
 DG2741'FEET NORTHEAST OF A WITNESS POST, 43.2 FEET SOUTH OF A LONE
 DG2741'MAPLE TREE, 69.0 FEET WEST OF A METAL LIGHT POLE, 76.4 FEET
 DG2741'NORTHWEST OF ANOTHER METAL LIGHT POLE, AND 38.0 FEET SOUTHEAST OF A
 DG2741'TELEPHONE POLE.
 DG2741'
 DG2741'AZIMUTH MARK, A STANDARD DISK STAMPED 044-205, IS SET IN AN
 DG2741'IRREGULAR MASS OF CONCRETE FLUSH WITH THE GROUND.  TO REACH THE
 DG2741'AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEASTERLY ON SYCAMORE
 DG2741'ROAD FOR 0.35 MILE TO THE MARKER ON THE LEFT SIDE OF THE
 DG2741'ROAD.  THE MARK IS LOCATED IN THE LAWN OF NUMBER 848 SYCAMORE
 DG2741'ROAD, 14.7 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 49.7
 DG2741'FEET EAST-NORTHEAST OF THE SOUTH CORNER OF THE SCREENED PORCH,
 DG2741'55.7 FEET SOUTHEAST OF THE NORTH CORNER OF THE SCREENED PORCH,
 DG2741'AND 42.6 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 1.7
 DG2741'FEET FROM THE CURB.
 DG2741
 DG2741                          STATION RECOVERY (1994)
 DG2741
 DG2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 DG2741'THE STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) WEST OF
 DG2741'SCOTTDALE, 1.0 MI (1.6 KM) NORTHEAST OF DECATUR AND 1.0 MI (1.6 KM)
 DG2741'SOUTHEAST OF NORTH DECATUR ON THE GROUNDS OF THE DE KALB GENERAL
 DG2741'HOSPITAL. TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DG2741'29 AND 78 AND U.S. BUSINESS HIGHWAY 29 (LAWRENCEVILLE ROAD), GO SOUTH
 DG2741'ON U.S. BUSINESS HIGHWAY 29 (LAWRENCEVILLE ROAD) FOR 0.5 MI (0.8 KM)
 DG2741'TO THE INTERSECTION OF U.S. BUSINESS HIGHWAY 29 AND NORTH DECATUR
 DG2741'ROAD. CONTINUE SOUTH ON U.S. BUSINESS HIGHWAY 29 (LAWRENCEVILLE ROAD)
 DG2741'FOR 0.10 MI (0.16 KM) TO THE INTERSECTION OF SYCAMORE ROAD.  TURN LEFT
 DG2741'AND GO SOUTHEASTERLY ON SYCAMORE ROAD FOR 0.10 MI (0.16 KM) TO THE
 DG2741'STATION ON THE LEFT. THE STATION IS LOCATED ON THE EAST SIDE OF
 DG2741'SYCAMORE ROAD IN THE LAWN OF THE DE KALB GENERAL HOSPITAL.  IT IS 76.4
 DG2741'FT (23.3 M) NORTHWEST OF A METAL LIGHT POLE, 69.0 FT (21.0 M) WEST OF
 DG2741'A METAL LIGHT POLE, 43.3 FT (13.2 M) SOUTH OF A LONE MAPLE TREE, 7.0
 DG2741'FT (2.1 M) NORTHEAST OF A WITNESS POST AND 1.0 FT (0.3 M) EAST OF THE
 DG2741'EAST EDGE OF THE SIDEWALK.
 DG2741
 DG2741                          STATION RECOVERY (2006)
 DG2741
 DG2741'RECOVERY NOTE BY STREET SMARTS 2006 (AMG)
 DG2741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2536 ***********************************************************************
 DG2536  DESIGNATION -  BV 044 206
 DG2536  PID         -  DG2536
 DG2536  STATE/COUNTY-  GA/DE KALB
 DG2536  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2536
 DG2536                         *CURRENT SURVEY CONTROL
 DG2536  ___________________________________________________________________
 DG2536* NAD 83(1994)-  33 47 14.82654(N)    084 12 39.80342(W)     ADJUSTED  
 DG2536* NAVD 88     -       309.     (meters)    1014.     (feet)  VERTCON   
 DG2536  ___________________________________________________________________
 DG2536  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG2536  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG2536
 DG2536  HORZ ORDER  -  SECOND
 DG2536
 DG2536.The horizontal coordinates were established by classical geodetic methods
 DG2536.and adjusted by the National Geodetic Survey in September 1997..
 DG2536
 DG2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2536
 DG2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2536
 DG2536.The geoid height was determined by GEOID03.
 DG2536
 DG2536;                    North         East     Units Scale Factor Converg.
 DG2536;SPC GA W     -   419,930.989   695,889.279   MT  0.99990021   -0 01 28.9
 DG2536;SPC GA W     - 1,377,723.59  2,283,096.74   sFT  0.99990021   -0 01 28.9
 DG2536;UTM  16      - 3,742,086.230   758,231.793   MT  1.00042215   +1 33 06.6
 DG2536
 DG2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2536!SPC GA W     -   0.99995611  x   0.99990021  =   0.99985632
 DG2536!UTM  16      -   0.99995611  x   1.00042215  =   1.00037824
 DG2536
 DG2536:                Primary Azimuth Mark                     Grid Az
 DG2536:SPC GA W     -  BV 044 206 AZ MK                         257 53 11.8
 DG2536:UTM  16      -  BV 044 206 AZ MK                         256 18 36.3
 DG2536
 DG2536|---------------------------------------------------------------------|
 DG2536| PID    Reference Object                     Distance      Geod. Az  |
 DG2536|                                                           dddmmss.s |
 DG2536| CZ2974 BV 044 206 AZ MK                                   2575142.9 |
 DG2536| DG2535 BV 044 206 GADT 1973 PTA             22.769 METERS 32845     |
 DG2536|---------------------------------------------------------------------|
 DG2536
 DG2536                          SUPERSEDED SURVEY CONTROL
 DG2536
 DG2536  NAD 83(1986)-  33 47 14.83044(N)    084 12 39.80430(W) AD(       ) 2
 DG2536  NAD 27      -  33 47 14.45436(N)    084 12 40.09150(W) AD(       ) 2
 DG2536  NGVD 29 (07/19/86)  309.     (m)         1014.     (f) VERT ANG       
 DG2536
 DG2536.Superseded values are not recommended for survey control.
 DG2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2536.See file dsdata.txt to determine how the superseded data were derived.
 DG2536
 DG2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5823242086(NAD 83)
 DG2536_MARKER: DD = SURVEY DISK
 DG2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2536
 DG2536  HISTORY     - Date     Condition        Report By
 DG2536  HISTORY     - 1973     MONUMENTED       GADT
 DG2536
 DG2536                          STATION DESCRIPTION
 DG2536
 DG2536'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2536'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF
 DG2536'CLARKSTON, 8.0 MILES SOUTHWEST OF LILBURN, AND 4.5 MILES SOUTH
 DG2536'OF TUCKER.
 DG2536'
 DG2536'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285
 DG2536'AND STATE ROUTE 10, 2.2 MILES SOUTH OF CLARKSTON, GO NORTHEAST ON
 DG2536'STATE ROUTE 10 FOR 0.7 MILE TO ROCK BRIDGE ROAD.  TURN RIGHT ON
 DG2536'ROCK BRIDGE ROAD AND GO 1.4 MILES EAST TO OAK HILL ROAD ON THE
 DG2536'LEFT.  TURN LEFT AND GO NORTH .05 MILE TO THE STATION ON THE
 DG2536'RIGHT.
 DG2536'
 DG2536'THE STATION IS A STANDARD DISK STAMPED 044-206, SET IN A 10-INCH
 DG2536'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2536'UNDERGROUND MARK IS A STANDARD DISK STAMPED 044-206, SET IN AN
 DG2536'IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE SURFACE OF THE
 DG2536'GROUND.
 DG2536'
 DG2536'THE STATION IS 36.7 FEET SOUTHEAST OF A POWERPOLE, 16.7 FEET EAST
 DG2536'OF THE CENTERLINE OF OAK HILL ROAD, 45.7 FEET NORTHEAST OF A LONE
 DG2536'TREE, AND 1.1 FEET EAST OF THE CURB ON THE EAST SIDE OF OAK HILL
 DG2536'ROAD.
 DG2536'
 DG2536'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON OAK HILL
 DG2536'ROAD FOR 0.05 MILE TO THE INTERSECTION OF OAK HILL ROAD AND
 DG2536'ROCKBRIDGE ROAD.  TURN RIGHT AND GO WEST ON ROCKBRIDGE ROAD
 DG2536'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 DG2536'
 DG2536'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 044-206 AZI, SET IN
 DG2536'A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2536'GROUND.
 DG2536'
 DG2536'IT IS 27.4 FEET SOUTH OF THE CENTERLINE OF ROCKBRIDGE ROAD, 68.5
 DG2536'FEET SOUTH OF A POWER POLE, 63.0 FEET WEST OF A POWER POLE, AND
 DG2536'142.8 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF ROCKBRIDGE
 DG2536'ROAD AND DIXIE LEE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2622 ***********************************************************************
 DG2622  DESIGNATION -  BV 044 207
 DG2622  PID         -  DG2622
 DG2622  STATE/COUNTY-  GA/DE KALB
 DG2622  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG2622
 DG2622                         *CURRENT SURVEY CONTROL
 DG2622  ___________________________________________________________________
 DG2622* NAD 83(1994)-  33 39 28.42746(N)    084 19 39.72986(W)     ADJUSTED  
 DG2622* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 DG2622  ___________________________________________________________________
 DG2622  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DG2622  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DG2622
 DG2622  HORZ ORDER  -  SECOND
 DG2622
 DG2622.The horizontal coordinates were established by classical geodetic methods
 DG2622.and adjusted by the National Geodetic Survey in September 1997..
 DG2622
 DG2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2622
 DG2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2622
 DG2622.The geoid height was determined by GEOID03.
 DG2622
 DG2622;                    North         East     Units Scale Factor Converg.
 DG2622;SPC GA W     -   405,573.237   685,064.829   MT  0.99990275   -0 05 21.3
 DG2622;SPC GA W     - 1,330,618.20  2,247,583.53   sFT  0.99990275   -0 05 21.3
 DG2622;UTM  16      - 3,727,429.454   747,800.664   MT  1.00035708   +1 28 54.6
 DG2622
 DG2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2622!SPC GA W     -   0.99996002  x   0.99990275  =   0.99986278
 DG2622!UTM  16      -   0.99996002  x   1.00035708  =   1.00031709
 DG2622
 DG2622|---------------------------------------------------------------------|
 DG2622| PID    Reference Object                     Distance      Geod. Az  |
 DG2622|                                                           dddmmss.s |
 DG2622| DG2621 BV 044 207 GADT 1974 PTA             24.173 METERS 22816     |
 DG2622| CZ2975 BV 044 207 AZ MK                                   2631111.2 |
 DG2622|---------------------------------------------------------------------|
 DG2622
 DG2622                          SUPERSEDED SURVEY CONTROL
 DG2622
 DG2622  NAD 83(1986)-  33 39 28.43449(N)    084 19 39.72817(W) AD(       ) 2
 DG2622  NAD 27      -  33 39 28.04422(N)    084 19 40.00238(W) AD(       ) 2
 DG2622  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 DG2622
 DG2622.Superseded values are not recommended for survey control.
 DG2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2622.See file dsdata.txt to determine how the superseded data were derived.
 DG2622
 DG2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4780127429(NAD 83)
 DG2622_MARKER: DD = SURVEY DISK
 DG2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2622
 DG2622  HISTORY     - Date     Condition        Report By
 DG2622  HISTORY     - 1974     MONUMENTED       GADT
 DG2622
 DG2622                          STATION DESCRIPTION
 DG2622
 DG2622'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2622'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH-NORTHEAST
 DG2622'OF FOREST PARK, 9-3/4 MILES NORTHWEST OF STOCKBRIDGE, AND
 DG2622'5-1/4 MILES NORTH OF MORROW ON COUNTY RIGHT OF WAY.
 DG2622'
 DG2622'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 285 AND
 DG2622'U.S. HIGHWAY 23 (STATE ROUTE 42) LOCATED APPROXIMATELY 3-3/4
 DG2622'MILES NORTH-NORTHEAST OF FOREST PARK, TRAVEL SOUTH ON U.S. HIGHWAY
 DG2622'23 FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE 160 FORKING
 DG2622'TO THE RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 23 FOR 0.25 MILE
 DG2622'TO THE JUNCTION OF CEDAR GROVE ROAD (COUNTY ROAD 92660)
 DG2622'CROSSING.  TURN LEFT, GOING EAST ALONG CEDAR GROVE ROAD FOR
 DG2622'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ALONG
 DG2622'CEDAR GROVE ROAD FOR 0.2 MILE TO THE JUNCTION OF BONSAL ROAD
 DG2622'TO THE LEFT AND THE STATION ON THE LEFT.
 DG2622'
 DG2622'THE STATION IS A STANDARD BRASS DISK STAMPED 044-207, SET IN
 DG2622'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2622'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2622'DISK STAMPED 044-207, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2622'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2622'LOCATED 34 FEET NORTH OF THE CENTERLINE OF CEDAR GROVE ROAD,
 DG2622'29 FEET EAST OF THE CENTERLINE OF BONSAL ROAD, 3.0 FEET
 DG2622'SOUTH-SOUTHWEST OF A WITNESS POST, 6.5 FEET NORTHWEST OF A 10
 DG2622'INCH BY 10 INCH CONCRETE POST INSCRIBED V, AND 57 FEET
 DG2622'EAST-SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF BONSAL
 DG2622'ROAD.
 DG2622'
 DG2622'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 044-207 AZMK, SET
 DG2622'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2622'THE SURFACE OF THE GROUND.  IT IS LOCATED 23 FEET SOUTH OF THE
 DG2622'CENTERLINE OF THE ROAD, 3.3 FEET NORTH OF A WITNESS POST, 28.5
 DG2622'FEET NORTHWEST OF A POWER POLE, 15.0 FEET WEST-SOUTHWEST OF A
 DG2622'MANHOLE COVER, AND 105.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 DG2622'CORNER OF THE NORTHEAST BRIDGE END WALL OF A BRIDGE OVER A
 DG2622'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2605 ***********************************************************************
 DG2605  DESIGNATION -  BV 044 208
 DG2605  PID         -  DG2605
 DG2605  STATE/COUNTY-  GA/DE KALB
 DG2605  USGS QUAD   -  REDAN (1983)
 DG2605
 DG2605                         *CURRENT SURVEY CONTROL
 DG2605  ___________________________________________________________________
 DG2605* NAD 83(1994)-  33 39 59.49660(N)    084 10 48.43126(W)     ADJUSTED  
 DG2605* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 DG2605  ___________________________________________________________________
 DG2605  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DG2605  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG2605
 DG2605  HORZ ORDER  -  SECOND
 DG2605
 DG2605.The horizontal coordinates were established by classical geodetic methods
 DG2605.and adjusted by the National Geodetic Survey in September 1997..
 DG2605
 DG2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2605
 DG2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2605
 DG2605.The geoid height was determined by GEOID03.
 DG2605
 DG2605;                    North         East     Units Scale Factor Converg.
 DG2605;SPC GA W     -   406,518.833   698,752.425   MT  0.99990002   -0 00 26.8
 DG2605;SPC GA W     - 1,333,720.54  2,292,490.25   sFT  0.99990002   -0 00 26.8
 DG2605;UTM  16      - 3,728,750.685   761,463.993   MT  1.00044288   +1 33 50.8
 DG2605
 DG2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2605!SPC GA W     -   0.99996331  x   0.99990002  =   0.99986333
 DG2605!UTM  16      -   0.99996331  x   1.00044288  =   1.00040617
 DG2605
 DG2605:                Primary Azimuth Mark                     Grid Az
 DG2605:SPC GA W     -  BV 044 208 AZ MK                         006 34 32.7
 DG2605:UTM  16      -  BV 044 208 AZ MK                         005 00 15.1
 DG2605
 DG2605|---------------------------------------------------------------------|
 DG2605| PID    Reference Object                     Distance      Geod. Az  |
 DG2605|                                                           dddmmss.s |
 DG2605| CZ2976 BV 044 208 AZ MK                                   0063405.9 |
 DG2605| DG2604 BV 044 208 GADT 1975 PTA             22.389 METERS 14350     |
 DG2605|---------------------------------------------------------------------|
 DG2605
 DG2605                          SUPERSEDED SURVEY CONTROL
 DG2605
 DG2605  NAD 83(1986)-  33 39 59.50303(N)    084 10 48.43047(W) AD(       ) 2
 DG2605  NAD 27      -  33 39 59.11503(N)    084 10 48.71572(W) AD(       ) 2
 DG2605  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 DG2605
 DG2605.Superseded values are not recommended for survey control.
 DG2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2605.See file dsdata.txt to determine how the superseded data were derived.
 DG2605
 DG2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6146428751(NAD 83)
 DG2605_MARKER: DD = SURVEY DISK
 DG2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2605
 DG2605  HISTORY     - Date     Condition        Report By
 DG2605  HISTORY     - 1975     MONUMENTED       GADT
 DG2605
 DG2605                          STATION DESCRIPTION
 DG2605
 DG2605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2605'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTHWEST
 DG2605'OF LITHONIA, 9-1/2 MILES WEST OF CONYERS, AND 10 MILES SOUTH OF
 DG2605'STONE MOUNTAIN ON COUNTY RIGHT OF WAY.
 DG2605'
 DG2605'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20
 DG2605'(STATE ROUTE 402) AND PANOLA ROAD (COUNTY ROAD 9967),
 DG2605'APPROXIMATELY 4-1/4 MILES EAST OF THE JUNCTION OF INTERSTATE
 DG2605'20 AND INTERSTATE 285 ON THE EAST SIDE OF ATLANTA, GO SOUTH
 DG2605'ALONG PANOLA ROAD FOR 0.7 MILE TO THE JUNCTION OF THOMPSON MILL
 DG2605'ROAD TO THE RIGHT.  CONTINUE SOUTH ALONG PANOLA ROAD FOR 0.5
 DG2605'MILE TO THE JUNCTION OF ROCK SPRING ROAD CROSSING.  CONTINUE
 DG2605'SOUTH ALONG PANOLA ROAD FOR 0.6 MILE TO ITS TERMINATION AT
 DG2605'THE JUNCTION OF SALEM ROAD CROSSING.  TURN RIGHT, GOING WEST
 DG2605'ALONG SALEM ROAD FOR 0.2 MILE TO ANOTHER JUNCTION OF PANOLA
 DG2605'ROAD TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG PANOLA ROAD
 DG2605'FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 212
 DG2605'CROSSING.  CONTINUE SOUTH ALONG PANOLA ROAD FOR 0.1 MILE
 DG2605'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ALONG
 DG2605'PANOLA ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DG2605'
 DG2605'THE STATION IS LOCATED 26 FEET WEST OF THE CENTERLINE OF
 DG2605'PANOLA ROAD, 4.0 FEET NORTHWEST OF A POWER POLE, 14 FEET SOUTH
 DG2605'OF THE CENTERLINE OF A DIRT DRIVE TO THE WEST, 4 FEET EAST OF A
 DG2605'WITNESS POST, AND 64.0 FEET WEST-SOUTHWEST OF A FIRE HYDRANT
 DG2605'ON THE EAST SIDE OF THE ROAD AT THE DRIVEWAY TO THE R.B. MC
 DG2605'MULLEN RESIDENCE.  IT IS A STANDARD BRASS DISK STAMPED 044-208,
 DG2605'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DG2605'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS
 DG2605'A STANDARD DISK STAMPED 044-208, SET IN AN IRREGULAR MASS OF
 DG2605'CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF
 DG2605'THE GROUND.
 DG2605'
 DG2605'THE AZIMUTH MARK IS LOCATED 19 FEET EAST OF THE CENTERLINE OF
 DG2605'PANOLA ROAD, 16.0 FEET SOUTH OF A POWER POLE, 34.0 FEET NORTH OF
 DG2605'AN 18 INCH PINE TREE, AND 9.5 FEET WEST OF A WITNESS POST.  IT IS
 DG2605'A STANDARD DISK STAMPED 044-208 AZMK, SET IN THE TOP OF A
 DG2605'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3391 ***********************************************************************
 AA3391  DESIGNATION -  BV 044 209 RESET
 AA3391  PID         -  AA3391
 AA3391  STATE/COUNTY-  GA/DE KALB
 AA3391  USGS QUAD   -  CONYERS (1982)
 AA3391
 AA3391                         *CURRENT SURVEY CONTROL
 AA3391  ___________________________________________________________________
 AA3391* NAD 83(1994)-  33 39 54.44154(N)    084 07 05.54116(W)     ADJUSTED  
 AA3391* NAVD 88     -       290.8    (meters)     954.     (feet)  GPS OBS   
 AA3391  ___________________________________________________________________
 AA3391  X           -     544,575.993 (meters)                     COMP
 AA3391  Y           -  -5,286,180.085 (meters)                     COMP
 AA3391  Z           -   3,515,736.971 (meters)                     COMP
 AA3391  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AA3391  ELLIP HEIGHT-         261.61  (meters)          (09/03/97) GPS OBS
 AA3391  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AA3391
 AA3391  HORZ ORDER  -  FIRST
 AA3391  ELLP ORDER  -  FOURTH    CLASS II
 AA3391
 AA3391.The horizontal coordinates were established by GPS observations
 AA3391.and adjusted by the National Geodetic Survey in September 1997..
 AA3391
 AA3391.The orthometric height was determined by GPS observations and a
 AA3391.high-resolution geoid model.
 AA3391
 AA3391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3391
 AA3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3391
 AA3391.The ellipsoidal height was determined by GPS observations
 AA3391.and is referenced to NAD 83.
 AA3391
 AA3391.The geoid height was determined by GEOID03.
 AA3391
 AA3391;                    North         East     Units Scale Factor Converg.
 AA3391;SPC GA W     -   406,364.074   704,494.082   MT  0.99990025   +0 01 36.7
 AA3391;SPC GA W     - 1,333,212.80  2,311,327.67   sFT  0.99990025   +0 01 36.7
 AA3391;UTM  16      - 3,728,753.454   767,210.961   MT  1.00048035   +1 35 54.4
 AA3391
 AA3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3391!SPC GA W     -   0.99995893  x   0.99990025  =   0.99985919
 AA3391!UTM  16      -   0.99995893  x   1.00048035  =   1.00043926
 AA3391
 AA3391|---------------------------------------------------------------------|
 AA3391| PID    Reference Object                     Distance      Geod. Az  |
 AA3391|                                                           dddmmss.s |
 AA3391| CZ2978 BV 044 209 RM 1                      14.605 METERS 11829     |
 AA3391| CZ2979 BV 044 209 RM 2                      16.000 METERS 20959     |
 AA3391| CZ2977 BV 044 209 AZ MK                                   3113939.8 |
 AA3391|---------------------------------------------------------------------|
 AA3391
 AA3391                          SUPERSEDED SURVEY CONTROL
 AA3391
 AA3391  NAD 83(1994)-  33 39 54.44136(N)    084 07 05.54080(W) AD(       ) 1
 AA3391  ELLIP H (06/18/96)  261.63   (m)                       GP(       ) 4 1
 AA3391  NAD 83(1994)-  33 39 54.44077(N)    084 07 05.53979(W) AD(       ) 1
 AA3391  ELLIP H (02/22/96)  261.60   (m)                       GP(       ) 4 2
 AA3391  NAD 83(1986)-  33 39 54.44828(N)    084 07 05.54064(W) AD(       ) 2
 AA3391  NGVD 29 (07/19/86)  290.7    (m)          954.     (f) VERT ANG       
 AA3391
 AA3391.Superseded values are not recommended for survey control.
 AA3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3391.See file dsdata.txt to determine how the superseded data were derived.
 AA3391
 AA3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6721128753(NAD 83)
 AA3391_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3391_SETTING: 66 = SET IN ROCK OUTCROP
 AA3391_STAMPING: BV 044 209 1975 1994
 AA3391_MARK LOGO: NGS   
 AA3391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3391+STABILITY: POSITION/ELEVATION WELL
 AA3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3391+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1994
 AA3391
 AA3391  HISTORY     - Date     Condition        Report By
 AA3391  HISTORY     - 1994     MONUMENTED       NGS
 AA3391  HISTORY     - 19940601 GOOD             NGS
 AA3391
 AA3391                          STATION DESCRIPTION
 AA3391
 AA3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 AA3391'STATION IS LOCATED 20 MILES (32.2 KM) SE OF ATLANTA, 9 MILES (14.5 KM)
 AA3391'NE OF STOCKBRIDGE AND 3 MILES (4.8 KM) SW OF CONYERS IN
 AA3391'DAVIDSON/ARABIA MOUNTAIN PARK RUN BY DEKALB COUNTY.  PARK RANGER IS
 AA3391'MARY TERRY, PHONE 593-5864.  TO REACH FROM THE JUNCTION OF I-285 AND
 AA3391'I-20 ON THE EAST SIDE OF ATLANTA, HEAD EAST ON I-20 FOR 8.5 MILES
 AA3391'(13.7 KM) TO EXIT 39, TURNER HILL RD/US 278/SR 124.  TURN RIGHT,
 AA3391'SOUTH, ON TURNER HILL RD FOR 0.5 MILE (0.8 KM) TO STOPLIGHT AT MALL
 AA3391'PARKWAY.  TURN LEFT, EAST, ON 5-LANE MALL PKWY FOR 1.25 MILES (2.01
 AA3391'KM) TO 4-WAY STOP AT KLONDIKE RD.  TURN RIGHT, SOUTH, FOR 2.35 MILES
 AA3391'(3.78 KM) TO ROCK OUTCROP PARKING AREA.  HIKE ABOUT 1000 FT (304.8 M)
 AA3391'EASTERLY FROM PARKING AREA UP THE MOUNTAIN TO MARK AT THE HIGHEST
 AA3391'POINT.  THERE IS NOTHING PROMINENT CLOSE BY TO MEASURE FROM. THE
 AA3391'FOLLOWING TIES FROM 1975 WERE NOT VERIFIED--SLOPE DISTANCE 1180 FT
 AA3391'(359.7 M) SE OF CENTER OF RD AT DRIVEWAY OPPOSITE STONE COLUMNS ON
 AA3391'WEST SIDE, 485 FT (147.8 M) EAST OF 20 INCH PINE, 280 FT (85.3 M) SW
 AA3391'OF 8 INCH PINE, 212 FT (64.6 M) WEST OF 4 INCH TRIPLE PINE.  RMS WERE
 AA3391'NOT SEARCHED FOR.  RM 1 DESCRIBED IN 1975 AS 184 FT (56.1 M) WSW OF
 AA3391'THE 4 INCH TRIPLE PINE AND 505 FT (153.9 M) EAST OF THE 20 INCH PINE,
 AA3391'A GADOT DISK IN DRILL HOLE, STAMPED 044-209 RM 1.  RM 2 DESCRIBED IN
 AA3391'1975 AS 433 FT (132.0 M) EAST OF THE 20 INCH PINE, 255 FT (77.7 M)
 AA3391'WEST OF THE TRIPLE PINE, A GADOT DISK IN DRILL HOLE, STAMPED 044-209
 AA3391'RM 2.  AZIMUTH MARK IS 203 FT (61.9 M) SOUTH OF THE DRIVEWAY BETWEEN
 AA3391'THE STONE COLUMNS, OR FROM THE GENERAL AREA OF THE PARKING LOT, 116 FT
 AA3391'(35.4 M) WEST OF A 20 INCH PINE ON EAST SIDE OF KLONDIKE RD, 52 FT
 AA3391'(15.8 M) NW OF A POLE ON E SIDE, 14 FT (4.3 M) WNW OF CENTER OF RD, 3
 AA3391'FT (0.9 M) SE OF A WITNESS POST.  A GADOT DISK IN 10 INCH ROUND
 AA3391'MONUMENT, STAMPED 044-209 AZ MK, FLUSH WITH GROUND.
 AA3391
 AA3391                          STATION RECOVERY (1994)
 AA3391
 AA3391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 AA3391'STATION IS LOCATED 20 MILESSE OF ATLANTA, 9 MILESNE OF STOCKBRIDGE AND
 AA3391'3 MILESSW OF CONYERS IN DAVIDSON/ARABIA MOUNTAIN PARK RUN BY DEKALB
 AA3391'COUNTY.  PARK RANGER IS MARY TERRY, PHONE 593-5864.  TO REACH FROM THE
 AA3391'JUNCTION OF I-285 AND I-20 ON THE EAST SIDE OF ATLANTA, HEAD EAST ON
 AA3391'I-20 FOR 8.5 MILESTO EXIT 39, TURNER HILL RD/US 278/SR 124.  TURN
 AA3391'RIGHT, SOUTH, ON TURNER HILL RD FOR 0.5 MILETO STOPLIGHT AT MALL
 AA3391'PARKWAY.  TURN LEFT, EAST, ON 5-LANE MALL PKWY FOR 1.25 MILESTO 4-WAY
 AA3391'STOP AT KLONDIKE RD.  TURN RIGHT, SOUTH, FOR 2.35 MILESTO ROCK OUTCROP
 AA3391'PARKING AREA.  HIKE ABOUT 1000 FT (304.8 M) EASTERLY FROM PARKING AREA
 AA3391'UP THE MOUNTAIN TO MARK AT THE HIGHEST POINT.  THERE IS NOTHING
 AA3391'PROMINENT CLOSE BY TO MEASURE FROM. THE FOLLOWING TIES FROM 1975 WERE
 AA3391'NOT VERIFIED--SLOPE DISTANCE 1180 FT (359.7 M) SE OF CENTER OF RD AT
 AA3391'DRIVEWAY OPPOSITE STONE COLUMNS ON WEST SIDE, 485 FT (147.8 M) EAST OF
 AA3391'20 INCH PINE, 280 FT (85.3 M) SW OF 8 INCH PINE, 212 FT (64.6 M) WEST
 AA3391'OF 4 INCH TRIPLE PINE.  RMS WERE NOT SEARCHED FOR.  RM 1 DESCRIBED IN
 AA3391'1975 AS 184 FT (56.1 M) WSW OF THE 4 INCH TRIPLE PINE AND 505 FT
 AA3391'(153.9 M) EAST OF THE 20 INCH PINE, A GADOT DISK IN DRILL HOLE,
 AA3391'STAMPED 044-209 RM 1.  RM 2 DESCRIBED IN 1975 AS 433 FT (132.0 M) EAST
 AA3391'OF THE 20 INCH PINE, 255 FT (77.7 M) WEST OF THE TRIPLE PINE, A GADOT
 AA3391'DISK IN DRILL HOLE, STAMPED 044-209 RM 2. AZIMUTH MARK IS 203 FT (61.9
 AA3391'M) SOUTH OF THE DRIVEWAY BETWEEN THE STONE COLUMNS, OR FROM THE
 AA3391'GENERAL AREA OF THE PARKING LOT, 116 FT (35.4 M) WEST OF A 20 INCH
 AA3391'PINE ON EAST SIDE OF KLONDIKE RD, 52 FT (15.8 M) NW OF A POLE ON E
 AA3391'SIDE, 14 FT (4.3 M) WNW OF CENTER OF RD, 3 FT (0.9 M) SE OF A WITNESS
 AA3391'POST.  A GADOT DISK IN 10 INCH ROUND MONUMENT, STAMPED 044-209 AZ MK,
 AA3391'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2606 ***********************************************************************
 DG2606  DESIGNATION -  BV 044 210
 DG2606  PID         -  DG2606
 DG2606  STATE/COUNTY-  GA/DE KALB
 DG2606  USGS QUAD   -  REDAN (1983)
 DG2606
 DG2606                         *CURRENT SURVEY CONTROL
 DG2606  ___________________________________________________________________
 DG2606* NAD 83(1994)-  33 43 30.55631(N)    084 14 03.07225(W)     ADJUSTED  
 DG2606* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 DG2606  ___________________________________________________________________
 DG2606  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DG2606  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG2606
 DG2606  HORZ ORDER  -  SECOND
 DG2606
 DG2606.The horizontal coordinates were established by classical geodetic methods
 DG2606.and adjusted by the National Geodetic Survey in September 1997..
 DG2606
 DG2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2606
 DG2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2606
 DG2606.The geoid height was determined by GEOID03.
 DG2606
 DG2606;                    North         East     Units Scale Factor Converg.
 DG2606;SPC GA W     -   413,022.951   693,742.780   MT  0.99990048   -0 02 15.0
 DG2606;SPC GA W     - 1,355,059.47  2,276,054.44   sFT  0.99990048   -0 02 15.0
 DG2606;UTM  16      - 3,735,118.206   756,274.994   MT  1.00040974   +1 32 11.2
 DG2606
 DG2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2606!SPC GA W     -   0.99996065  x   0.99990048  =   0.99986114
 DG2606!UTM  16      -   0.99996065  x   1.00040974  =   1.00037038
 DG2606
 DG2606|---------------------------------------------------------------------|
 DG2606| PID    Reference Object                     Distance      Geod. Az  |
 DG2606|                                                           dddmmss.s |
 DG2606| DG2607 BV 044 210 GADT 1975 PTA             24.933 METERS 02936     |
 DG2606| CZ2980 BV 044 210 AZ MK                                   2140027.6 |
 DG2606|---------------------------------------------------------------------|
 DG2606
 DG2606                          SUPERSEDED SURVEY CONTROL
 DG2606
 DG2606  NAD 83(1986)-  33 43 30.56035(N)    084 14 03.07220(W) AD(       ) 2
 DG2606  NAD 27      -  33 43 30.18200(N)    084 14 03.35110(W) AD(       ) 2
 DG2606  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 DG2606
 DG2606.Superseded values are not recommended for survey control.
 DG2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2606.See file dsdata.txt to determine how the superseded data were derived.
 DG2606
 DG2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5627535118(NAD 83)
 DG2606_MARKER: DD = SURVEY DISK
 DG2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2606
 DG2606  HISTORY     - Date     Condition        Report By
 DG2606  HISTORY     - 1975     MONUMENTED       GADT
 DG2606
 DG2606                          STATION DESCRIPTION
 DG2606
 DG2606'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2606'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHEAST OF DECATUR,
 DG2606'6-3/4 MILES SOUTHWEST OF STONE MOUNTAIN, AND 7-1/4 MILES WEST OF
 DG2606'LITHONIA ON STATE RIGHT OF WAY.
 DG2606'
 DG2606'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATES 20 AND
 DG2606'285, ON THE WEST SIDE OF ATLANTA, TRAVEL NORTH ALONG INTERSTATE
 DG2606'285 FOR 0.85 MILE TO THE INTERSTATE 285 OVERPASS OF SNAPFINGER
 DG2606'ROAD AND THE STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 DG2606'
 DG2606'THE STATION IS LOCATED 31.5 FEET SOUTHEAST OF THE CENTERLINE
 DG2606'OF THE SOUTHBOUND LANE OF INTERSTATE 285, 45 FEET NORTHWEST OF THE
 DG2606'CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE 285, 63.0 FEET
 DG2606'NORTH OF THE NORTH CORNER OF THE EASTERNMOST END WALL OF THE
 DG2606'INTERSTATE 285 NORTHBOUND BRIDGE OVER SNAPFINGER ROAD, 33.0 FEET
 DG2606'EAST OF THE WEST CORNER OF THE NORTHERNMOST END WALL OF THE
 DG2606'INTERSTATE 285 SOUTHBOUND BRIDGE OVER SNAPFINGER ROAD, AND 3
 DG2606'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DG2606'STAMPED 044-210, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2606'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2606'UNDERGROUND STATION IS A STANDARD DISK STAMPED 044-210, SET
 DG2606'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER
 DG2606'BELOW THE SURFACE OF THE GROUND.
 DG2606'
 DG2606'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATES 20
 DG2606'AND 285, TRAVEL SOUTH ALONG INTERSTATE 285 FOR 0.4 MILE TO THE
 DG2606'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 65 FEET NORTHWEST OF THE
 DG2606'CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE 285, 66.0 FEET
 DG2606'SOUTH-SOUTHWEST OF A POWER POLE, 66.4 FEET SOUTHWEST OF THE WEST
 DG2606'CORNER OF THE WESTERNMOST END WALL OF THE RAINBOW DRIVE BRIDGE
 DG2606'OVERPASS OF INTERSTATE 285 CROSSING, AND 3.5 FEET SOUTHEAST OF
 DG2606'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 044-210 AZMK,
 DG2606'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DG2606'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2583 ***********************************************************************
 DG2583  DESIGNATION -  BV 044 211
 DG2583  PID         -  DG2583
 DG2583  STATE/COUNTY-  GA/DE KALB
 DG2583  USGS QUAD   -  CONYERS (1982)
 DG2583
 DG2583                         *CURRENT SURVEY CONTROL
 DG2583  ___________________________________________________________________
 DG2583* NAD 83(1994)-  33 42 42.56792(N)    084 05 07.75166(W)     ADJUSTED  
 DG2583* NAVD 88     -       324.3    (meters)    1064.     (feet)  VERTCON   
 DG2583  ___________________________________________________________________
 DG2583  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DG2583  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG2583
 DG2583  HORZ ORDER  -  FIRST
 DG2583
 DG2583.The horizontal coordinates were established by classical geodetic methods
 DG2583.and adjusted by the National Geodetic Survey in September 1997..
 DG2583
 DG2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2583
 DG2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2583
 DG2583.The geoid height was determined by GEOID03.
 DG2583
 DG2583;                    North         East     Units Scale Factor Converg.
 DG2583;SPC GA W     -   411,545.471   707,524.285   MT  0.99990070   +0 02 42.2
 DG2583;SPC GA W     - 1,350,212.10  2,321,269.26   sFT  0.99990070   +0 02 42.2
 DG2583;UTM  16      - 3,734,019.159   770,099.532   MT  1.00049948   +1 37 06.9
 DG2583
 DG2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2583!SPC GA W     -   0.99995368  x   0.99990070  =   0.99985439
 DG2583!UTM  16      -   0.99995368  x   1.00049948  =   1.00045314
 DG2583
 DG2583:                Primary Azimuth Mark                     Grid Az
 DG2583:SPC GA W     -  BV 044 211 AZ MK                         148 10 52.2
 DG2583:UTM  16      -  BV 044 211 AZ MK                         146 36 27.5
 DG2583
 DG2583|---------------------------------------------------------------------|
 DG2583| PID    Reference Object                     Distance      Geod. Az  |
 DG2583|                                                           dddmmss.s |
 DG2583| CZ2981 BV 044 211 AZ MK                                   1481334.4 |
 DG2583|---------------------------------------------------------------------|
 DG2583
 DG2583                          SUPERSEDED SURVEY CONTROL
 DG2583
 DG2583  NAD 83(1986)-  33 42 42.57410(N)    084 05 07.75113(W) AD(       ) 1
 DG2583  NAD 27      -  33 42 42.18638(N)    084 05 08.04662(W) AD(       ) 1
 DG2583  NGVD 29 (07/19/86)  324.3    (m)         1064.     (f) VERT ANG       
 DG2583
 DG2583.Superseded values are not recommended for survey control.
 DG2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2583.See file dsdata.txt to determine how the superseded data were derived.
 DG2583
 DG2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7010034019(NAD 83)
 DG2583_MARKER: DD = SURVEY DISK
 DG2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2583
 DG2583  HISTORY     - Date     Condition        Report By
 DG2583  HISTORY     - 1975     MONUMENTED       GADT
 DG2583
 DG2583                          STATION DESCRIPTION
 DG2583
 DG2583'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2583'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES EAST OF
 DG2583'LITHONIA, 5 MILES NORTHWEST OF CONYERS, AND 8-1/4 MILES SOUTHEAST
 DG2583'OF STONE MOUNTAIN ON THE PROPERTY OF DAVIDSON MINERAL AND JOHN
 DG2583'HELL PROPERTIES, INC.
 DG2583'
 DG2583'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 124 AND
 DG2583'THE GEORGIA RAILWAY IN LITHONIA, GO NORTH ALONG STATE ROUTE 124
 DG2583'FOR 0.9 MILE TO THE JUNCTION OF A PAVED ROAD TO THE RIGHT GOING
 DG2583'TO DAVIDSON MINERAL PROPERTIES, INC.  TURN RIGHT, GOING EAST FOR
 DG2583'0.35 MILE TO A GATE.  PERMISSION FOR ACCESS TO THE STATION MAY
 DG2583'BE OBTAINED AT THE OFFICE.  CONTINUE ALONG THE ROAD FOR 0.3
 DG2583'MILE TO AN OLD RAILWAY CROSSING.  CONTINUE ALONG THE ROAD,
 DG2583'KEEPING A QUARRY PIT ON THE LEFT AND GOING TOWARD THE HIGHEST
 DG2583'ELEVATION IN THE AREA, KNOWN LOCALLY AS PINE MOUNTAIN, FOR
 DG2583'0.35 MILE TO THE END OF VEHICLE TRAVEL.  FROM THIS POINT PACK
 DG2583'APPROXIMATELY 300 FEET IN A NORTHEASTERLY DIRECTION TO
 DG2583'THE STATION LOCATED ON THE HIGHEST POINT OF THE MOUNTAIN.
 DG2583'
 DG2583'THE STATION IS LOCATED 4.4 FEET SOUTHWEST OF A WITNESS POST,
 DG2583'60.0 FEET NORTHWEST OF A 2 INCH CEDAR TREE, 51.0 FEET
 DG2583'EAST-NORTHEAST OF A 4 INCH PINE TREE, AND 68.0 FEET SOUTH OF A
 DG2583'6 INCH PINE TREE.  IT IS A STANDARD BRASS DISK STAMPED 044-211,
 DG2583'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2583'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DG2583'STANDARD DISK STAMPED 044-211, SET IN AN IRREGULAR MASS OF
 DG2583'CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE
 DG2583'GROUND.
 DG2583'
 DG2583'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE 20
 DG2583'(STATE ROUTE 402) AND STATE ROUTE 124, GO EAST ALONG INTERSTATE
 DG2583'20 FOR 1.6 MILES TO THE TURNER HILL ROAD OVERPASS.  CONTINUE
 DG2583'EAST ALONG INTERSTATE 20 FOR 1.85 MILES EXITING TO THE JUNCTION
 DG2583'OF SIGMAN ROAD CROSSING AND THE MARK ON THE LEFT.  IT IS
 DG2583'LOCATED 26 FEET NORTHWEST OF THE CENTERLINE OF SIGMAN ROAD,
 DG2583'58.8 FEET EAST OF THE CENTERLINE OF THE INTERSTATE 20 EASTBOUND
 DG2583'EXIT RAMP, 3.2 FEET NORTHWEST OF A WITNESS POST, 7.3 FEET
 DG2583'NORTH OF THE WEST CORNER OF THE EASTERNMOST END WALL OF THE
 DG2583'SIGMAN ROAD BRIDGE OVER INTERSTATE 20, AND 9.5 FEET
 DG2583'NORTHEAST OF A POWER POLE.  IT IS A STANDARD DISK STAMPED
 DG2583'044-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2583'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2545 ***********************************************************************
 CL2545  DESIGNATION -  BV 046 200
 CL2545  PID         -  CL2545
 CL2545  STATE/COUNTY-  GA/DOOLY
 CL2545  USGS QUAD   -  BYROMVILLE (1972)
 CL2545
 CL2545                         *CURRENT SURVEY CONTROL
 CL2545  ___________________________________________________________________
 CL2545* NAD 83(1994)-  32 09 14.42835(N)    083 53 16.57116(W)     ADJUSTED  
 CL2545* NAVD 88     -       105.     (meters)     344.     (feet)  VERTCON   
 CL2545  ___________________________________________________________________
 CL2545  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CL2545  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CL2545
 CL2545  HORZ ORDER  -  SECOND
 CL2545
 CL2545.The horizontal coordinates were established by classical geodetic methods
 CL2545.and adjusted by the National Geodetic Survey in September 1997..
 CL2545
 CL2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2545
 CL2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2545
 CL2545.The geoid height was determined by GEOID03.
 CL2545
 CL2545;                    North         East     Units Scale Factor Converg.
 CL2545;SPC GA W     -   238,826.839   726,291.392   MT  0.99990852   +0 08 54.0
 CL2545;SPC GA W     -   783,551.05  2,382,841.01   sFT  0.99990852   +0 08 54.0
 CL2545;UTM  17      - 3,561,161.616   227,625.537   MT  1.00051500   -1 32 16.4
 CL2545
 CL2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2545!SPC GA W     -   0.99998774  x   0.99990852  =   0.99989626
 CL2545!UTM  17      -   0.99998774  x   1.00051500  =   1.00050273
 CL2545
 CL2545|---------------------------------------------------------------------|
 CL2545| PID    Reference Object                     Distance      Geod. Az  |
 CL2545|                                                           dddmmss.s |
 CL2545| CL2546 BV 046 200 GADT 1974 PTA             20.277 METERS 03626     |
 CL2545| CY7443 BV 046 200 AZ MK                                   0885702.2 |
 CL2545|---------------------------------------------------------------------|
 CL2545
 CL2545                          SUPERSEDED SURVEY CONTROL
 CL2545
 CL2545  NAD 83(1986)-  32 09 14.43240(N)    083 53 16.57061(W) AD(       ) 2
 CL2545  NAD 27      -  32 09 13.82193(N)    083 53 16.93232(W) AD(       ) 2
 CL2545  NGVD 29 (07/19/86)  105.     (m)          344.     (f) VERT ANG       
 CL2545
 CL2545.Superseded values are not recommended for survey control.
 CL2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2545.See file dsdata.txt to determine how the superseded data were derived.
 CL2545
 CL2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2762661162(NAD 83)
 CL2545_MARKER: DD = SURVEY DISK
 CL2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2545_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2545+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 CL2545
 CL2545  HISTORY     - Date     Condition        Report By
 CL2545  HISTORY     - 1974     MONUMENTED       GADT
 CL2545  HISTORY     - 20051013 GOOD             INDIV
 CL2545
 CL2545                          STATION DESCRIPTION
 CL2545
 CL2545'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2545'THE STATION IS LOCATED APPROXIMATELY 3/4 MILES NORTHWEST OF
 CL2545'LILLY, 3-1/2 MILES SOUTH-SOUTHEAST OF BYROMVILLE, AND 8 MILES
 CL2545'SOUTHWEST OF PINEHURST ON THE PROPERTY OF MR. RITCH MC CUTCHEN,
 CL2545'BOX 146, LILLY, GEORGIA.  PHONE 268-4880.
 CL2545'
 CL2545'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 230
 CL2545'AND 90 IN BRYOMVILLE, TRAVEL SOUTHEAST ON STATE ROUTE 90 FOR
 CL2545'3.8 MILES TO COUNTY ROAD 58 TO THE RIGHT AND THE AZIMUTH MARK
 CL2545'ON THE RIGHT.  TURN RIGHT TRAVELING WEST ON COUNTY ROAD 58 FOR
 CL2545'0.4 MILE TO THE STATION ON THE LEFT.
 CL2545'
 CL2545'THE STATION IS A STANDARD BRASS DISK STAMPED 046-200 SET IN THE
 CL2545'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2545'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CL2545'DISK STAMPED 046-200 SET IN AN IRREGULAR MASS OF CONCRETE
 CL2545'APPROXIMATELY 0.74 METERS BELOW THE SURFACE OF THE GROUND.  IT
 CL2545'IS LOCATED 39 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 CL2545'58, 2 FEET NORTHEAST OF A WITNESS POST, 48 FEET NORTHEAST OF
 CL2545'THE NORTHEAST RAIL OF A RAILROAD TRACK, AND 62 FEET NORTHWEST
 CL2545'OF A POWER POLE.
 CL2545'
 CL2545'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-200 AZMK, SET
 CL2545'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2545'THE SURFACE OF THE GROUND.  IT IS LOCATED 48 FEET WEST OF THE
 CL2545'CENTERLINE OF STATE ROUTE 90, 39 FEET NORTH OF THE CENTERLINE
 CL2545'OF COUNTY ROAD 58, 2 FEET EAST OF A WITNESS POST AND 108 FEET
 CL2545'NORTHEAST OF A 20 INCH PECAN TREE ON THE SOUTH SIDE OF COUNTY
 CL2545'ROAD 58.
 CL2545
 CL2545                          STATION RECOVERY (2005)
 CL2545
 CL2545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2545'MARK FOUND GOOD.NEW REFERENCE DISTANCES WERE PULLED.
 CL2545'S65W 78.5 FT FROM INT.POWER POLE ON EAST SIDE OF ROAD.
 CL2545'S07E 85.6 FT FROM TELEPHONE PEDESTAL ON WEST OF ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2548 ***********************************************************************
 CL2548  DESIGNATION -  BV 046 201
 CL2548  PID         -  CL2548
 CL2548  STATE/COUNTY-  GA/DOOLY
 CL2548  USGS QUAD   -  BYROMVILLE (1972)
 CL2548
 CL2548                         *CURRENT SURVEY CONTROL
 CL2548  ___________________________________________________________________
 CL2548* NAD 83(1994)-  32 12 39.47322(N)    083 57 55.29001(W)     ADJUSTED  
 CL2548* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 CL2548  ___________________________________________________________________
 CL2548  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CL2548  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CL2548
 CL2548  HORZ ORDER  -  SECOND
 CL2548
 CL2548.The horizontal coordinates were established by classical geodetic methods
 CL2548.and adjusted by the National Geodetic Survey in September 1997..
 CL2548
 CL2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2548
 CL2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2548
 CL2548.The geoid height was determined by GEOID03.
 CL2548
 CL2548;                    North         East     Units Scale Factor Converg.
 CL2548;SPC GA W     -   245,125.895   718,976.692   MT  0.99990444   +0 06 26.3
 CL2548;SPC GA W     -   804,217.21  2,358,842.70   sFT  0.99990444   +0 06 26.3
 CL2548;UTM  17      - 3,567,677.479   220,495.008   MT  1.00056353   -1 34 54.0
 CL2548;UTM  16      - 3,567,859.984   786,038.037   MT  1.00060911   +1 37 07.2
 CL2548
 CL2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2548!SPC GA W     -   0.99998550  x   0.99990444  =   0.99988994
 CL2548!UTM  17      -   0.99998550  x   1.00056353  =   1.00054902
 CL2548!UTM  16      -   0.99998550  x   1.00060911  =   1.00059460
 CL2548
 CL2548:                Primary Azimuth Mark                     Grid Az
 CL2548:SPC GA W     -  BV 046 201 AZ MK                         312 50 31.3
 CL2548:UTM  17      -  BV 046 201 AZ MK                         314 31 51.6
 CL2548:UTM  16      -  BV 046 201 AZ MK                         311 19 50.4
 CL2548
 CL2548|---------------------------------------------------------------------|
 CL2548| PID    Reference Object                     Distance      Geod. Az  |
 CL2548|                                                           dddmmss.s |
 CL2548| CY7444 BV 046 201 AZ MK                                   3125657.6 |
 CL2548|---------------------------------------------------------------------|
 CL2548
 CL2548                          SUPERSEDED SURVEY CONTROL
 CL2548
 CL2548  NAD 83(1986)-  32 12 39.47734(N)    083 57 55.28939(W) AD(       ) 2
 CL2548  NAD 27      -  32 12 38.87803(N)    083 57 55.63914(W) AD(       ) 2
 CL2548  NGVD 29 (07/19/86)  119.1    (m)          391.     (f) VERT ANG       
 CL2548
 CL2548.Superseded values are not recommended for survey control.
 CL2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2548.See file dsdata.txt to determine how the superseded data were derived.
 CL2548
 CL2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2049567677(NAD 83)
 CL2548_MARKER: DD = SURVEY DISK
 CL2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2548
 CL2548  HISTORY     - Date     Condition        Report By
 CL2548  HISTORY     - 1974     MONUMENTED       GADT
 CL2548
 CL2548                          STATION DESCRIPTION
 CL2548
 CL2548'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2548'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES WEST-NORTHWEST
 CL2548'OF BYROMVILLE, 7-1/4 MILES SOUTHEAST OF MONTEZUMA, AND 10-1/2
 CL2548'MILES EAST OF ANDERSONVILLE ON THE PROPERTY OF MR. JOHN M.
 CL2548'LESTER.  PERMISSION FOR ENTERING PROPERTY MAY BE GRANTED BY
 CL2548'MR. FRANK W. LESTER, JR., ROUTE 1, MONTEZUMA.
 CL2548'
 CL2548'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 26
 CL2548'AND STATE ROUTE 90, LOCATED IN THE SOUTHEAST SECTION OF
 CL2548'MONTEZUMA, TRAVEL SOUTHEAST ON STATE ROUTE 90 FOR 4.7 MILES TO
 CL2548'HOGCRAWL CREEK AND THE MACON-DOOLY COUNTY LINE.  CONTINUE
 CL2548'TRAVELING SOUTHEAST ON STATE ROUTE 90 FOR 2.1 MILES TO THE
 CL2548'CROSSING OF COUNTY ROAD 90677.  TURN RIGHT, TRAVELING
 CL2548'SOUTHWESTERLY ON COUNTY ROAD 90677 FOR 1.35 MILES TO THE
 CL2548'JUNCTION OF COUNTY ROAD 50 TO THE LEFT.  CONTINUE TRAVELING
 CL2548'WESTERLY ON COUNTY ROAD 90677 FOR 0.8 MILE TO THE JUNCTION OF
 CL2548'COUNTY ROAD 28 TO THE LEFT AND THE AZIMUTH MARK ON THE
 CL2548'RIGHT.  TURN LEFT, TRAVELING SOUTHEASTERLY ON COUNTY ROAD 28
 CL2548'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CL2548'
 CL2548'THE STATION IS A STANDARD BRASS DISK STAMPED 046-201, SET IN
 CL2548'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2548'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2548'STAMPED 046-201, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2548'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2548'LOCATED 60.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY,
 CL2548'26.0 FEET SOUTHEAST OF A WITNESS POST SET AT THE WEST CORNER
 CL2548'OF A BARN, 38.5 FEET EAST OF THE SOUTH CORNER OF THE BARN, AND
 CL2548'188.0 FEET NORTHWEST OF A POWER POLE.
 CL2548'
 CL2548'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-201 AZMK, SET
 CL2548'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2548'THE SURFACE OF THE GROUND.  IT IS LOCATED 43.0 FEET NORTH OF
 CL2548'THE CENTERLINE OF COUNTY ROAD 90677, 44.0 FEET NORTHWEST OF
 CL2548'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 90677
 CL2548'AND COUNTY ROAD 28, 2.5 FEET EAST OF A WITNESS POST, 4.4
 CL2548'FEET EAST OF THE SOUTHEAST CORNER OF A BARN, AND 20.0 FEET
 CL2548'SOUTHEAST OF THE NORTHEAST CORNER OF A BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2530 ***********************************************************************
 CL2530  DESIGNATION -  BV 046 202
 CL2530  PID         -  CL2530
 CL2530  STATE/COUNTY-  GA/DOOLY
 CL2530  USGS QUAD   -  PINEHURST (1981)
 CL2530
 CL2530                         *CURRENT SURVEY CONTROL
 CL2530  ___________________________________________________________________
 CL2530* NAD 83(1994)-  32 12 10.01706(N)    083 51 22.46467(W)     ADJUSTED  
 CL2530* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 CL2530  ___________________________________________________________________
 CL2530  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CL2530  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CL2530
 CL2530  HORZ ORDER  -  SECOND
 CL2530
 CL2530.The horizontal coordinates were established by classical geodetic methods
 CL2530.and adjusted by the National Geodetic Survey in September 1997..
 CL2530
 CL2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2530
 CL2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2530
 CL2530.The geoid height was determined by GEOID03.
 CL2530
 CL2530;                    North         East     Units Scale Factor Converg.
 CL2530;SPC GA W     -   244,243.130   729,265.566   MT  0.99991056   +0 09 55.6
 CL2530;SPC GA W     -   801,321.00  2,392,598.78   sFT  0.99991056   +0 09 55.6
 CL2530;UTM  17      - 3,566,491.151   230,759.773   MT  1.00049405   -1 31 23.0
 CL2530
 CL2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2530!SPC GA W     -   0.99998569  x   0.99991056  =   0.99989625
 CL2530!UTM  17      -   0.99998569  x   1.00049405  =   1.00047973
 CL2530
 CL2530:                Primary Azimuth Mark                     Grid Az
 CL2530:SPC GA W     -  BV 046 202 AZ MK                         006 01 33.6
 CL2530:UTM  17      -  BV 046 202 AZ MK                         007 42 52.2
 CL2530
 CL2530|---------------------------------------------------------------------|
 CL2530| PID    Reference Object                     Distance      Geod. Az  |
 CL2530|                                                           dddmmss.s |
 CL2530| CY7445 BV 046 202 AZ MK                                   0061129.2 |
 CL2530| CL2531 BV 046 202 GADT 1974 PTA             24.350 METERS 28849     |
 CL2530|---------------------------------------------------------------------|
 CL2530
 CL2530                          SUPERSEDED SURVEY CONTROL
 CL2530
 CL2530  NAD 83(1986)-  32 12 10.02118(N)    083 51 22.46388(W) AD(       ) 2
 CL2530  NAD 27      -  32 12 09.44178(N)    083 51 22.81485(W) AD(       ) 2
 CL2530  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 CL2530
 CL2530.Superseded values are not recommended for survey control.
 CL2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2530.See file dsdata.txt to determine how the superseded data were derived.
 CL2530
 CL2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3076066491(NAD 83)
 CL2530_MARKER: DD = SURVEY DISK
 CL2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2530+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 CL2530
 CL2530  HISTORY     - Date     Condition        Report By
 CL2530  HISTORY     - 1974     MONUMENTED       GADT
 CL2530  HISTORY     - 20051013 GOOD             INDIV
 CL2530
 CL2530                          STATION DESCRIPTION
 CL2530
 CL2530'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2530'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF BYROMVILLE,
 CL2530'5-1/2 MILES WEST OF PINEHURST, AND 12-1/4 MILES SOUTHEAST OF
 CL2530'MONTEZUMA ON THE PROPERTY OF MR. MARCUS EVERIDGE, BOX 6,
 CL2530'LILLY.  PHONE 268-4711.
 CL2530'
 CL2530'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 90 AND
 CL2530'230 IN BYROMVILLE, TRAVEL EAST ON STATE ROUTE 230 FOR 0.3 MILE TO
 CL2530'THE JUNCTION OF STATE ROUTE 230 TO THE LEFT AND STATE ROUTE 230
 CL2530'C TO THE RIGHT.  TURN LEFT ON STATE ROUTE 230 GOING NORTH FOR 0.05
 CL2530'MILE TO DIRT COUNTY ROAD 122 TO THE RIGHT.  TURN RIGHT, TRAVELING
 CL2530'EAST ALONG COUNTY ROAD 122 FOR 2.35 MILES TO ITS TERMINATION AT
 CL2530'THE MERGING OF PAVED COUNTY ROAD 120.  CONTINUE GOING EAST
 CL2530'ALONG COUNTY ROAD 120 FOR 0.5 MILE TO ITS TERMINATION AT COUNTY
 CL2530'ROAD 138 CROSSING.  TURN LEFT, GOING NORTH ALONG COUNTY ROAD 138
 CL2530'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CL2530'
 CL2530'THE STATION IS A STANDARD BRASS DISK STAMPED 046-202 SET IN THE
 CL2530'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2530'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2530'046-202 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 CL2530'METERS BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 34.5 FEET
 CL2530'WEST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTHWEST OF THE
 CL2530'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A
 CL2530'DRIVEWAY TO THE WEST, 1.7 FEET EAST OF A WITNESS POST, 45.8 FEET
 CL2530'NORTHEAST OF A POWER POLE, 32.5 FEET SOUTHWEST OF A 20 INCH
 CL2530'PECAN TREE, AND 61.0 FEET NORTH OF A 20 INCH PECAN TREE ON THE
 CL2530'SOUTH SIDE OF THE DRIVEWAY.
 CL2530'
 CL2530'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON COUNTY ROAD 135 FOR
 CL2530'0.35 MILE TO THE MARK ON THE LEFT.  THE STATION IS A STANDARD DISK
 CL2530'STAMPED 046-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2530'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 CL2530'24 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.8 FEET EAST OF A
 CL2530'WITNESS POST, 3 FEET NORTHEAST OF A POWER POLE, 131 FEET
 CL2530'EAST-NORTHEAST OF ANOTHER POWER POLE, AND 44 FEET SOUTHWEST OF
 CL2530'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A
 CL2530'DRIVEWAY TO THE EAST.
 CL2530
 CL2530                          STATION RECOVERY (2005)
 CL2530
 CL2530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2530' 
 CL2530' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2550 ***********************************************************************
 CL2550  DESIGNATION -  BV 046 203
 CL2550  PID         -  CL2550
 CL2550  STATE/COUNTY-  GA/DOOLY
 CL2550  USGS QUAD   -  BYROMVILLE (1972)
 CL2550
 CL2550                         *CURRENT SURVEY CONTROL
 CL2550  ___________________________________________________________________
 CL2550* NAD 83(1994)-  32 13 06.48695(N)    083 54 40.00786(W)     ADJUSTED  
 CL2550* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 CL2550  ___________________________________________________________________
 CL2550  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CL2550  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CL2550
 CL2550  HORZ ORDER  -  SECOND
 CL2550
 CL2550.The horizontal coordinates were established by classical geodetic methods
 CL2550.and adjusted by the National Geodetic Survey in September 1997..
 CL2550
 CL2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2550
 CL2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2550
 CL2550.The geoid height was determined by GEOID03.
 CL2550
 CL2550;                    North         East     Units Scale Factor Converg.
 CL2550;SPC GA W     -   245,968.784   724,088.233   MT  0.99990715   +0 08 10.5
 CL2550;SPC GA W     -   806,982.59  2,375,612.81   sFT  0.99990715   +0 08 10.5
 CL2550;UTM  17      - 3,568,369.775   225,632.460   MT  1.00052843   -1 33 10.9
 CL2550
 CL2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2550!SPC GA W     -   0.99998568  x   0.99990715  =   0.99989283
 CL2550!UTM  17      -   0.99998568  x   1.00052843  =   1.00051410
 CL2550
 CL2550|---------------------------------------------------------------------|
 CL2550| PID    Reference Object                     Distance      Geod. Az  |
 CL2550|                                                           dddmmss.s |
 CL2550| CL2549 BV 046 203 GADT 1974 PTA             19.354 METERS 16947     |
 CL2550| CY7446 BV 046 203 AZ MK                                   1741257.4 |
 CL2550|---------------------------------------------------------------------|
 CL2550
 CL2550                          SUPERSEDED SURVEY CONTROL
 CL2550
 CL2550  NAD 83(1986)-  32 13 06.49114(N)    083 54 40.00699(W) AD(       ) 2
 CL2550  NAD 27      -  32 13 05.91515(N)    083 54 40.35182(W) AD(       ) 2
 CL2550  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 CL2550
 CL2550.Superseded values are not recommended for survey control.
 CL2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2550.See file dsdata.txt to determine how the superseded data were derived.
 CL2550
 CL2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2563268370(NAD 83)
 CL2550_MARKER: DD = SURVEY DISK
 CL2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2550
 CL2550  HISTORY     - Date     Condition        Report By
 CL2550  HISTORY     - 1974     MONUMENTED       GADT
 CL2550
 CL2550                          STATION DESCRIPTION
 CL2550
 CL2550'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2550'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTH-NORTHEAST OF
 CL2550'BYROMVILLE, 9 MILES SOUTHEAST OF MONTEZUMA, AND 9 MILES WEST OF
 CL2550'PINEHURST ON COUNTY RIGHT OF WAY.
 CL2550'
 CL2550'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 90 AND
 CL2550'COUNTY ROAD 90202 IN BYROMVILLE, TRAVEL NORTH ON COUNTY ROAD
 CL2550'90202 FOR 0.7 MILE TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON
 CL2550'THE RIGHT.  CONTINUE NORTH ON COUNTY ROAD 90202 FOR 0.35 MILE
 CL2550'TO THE STATION ON THE LEFT.
 CL2550'
 CL2550'THE STATION IS A STANDARD BRASS DISK STAMPED 046-203 SET IN THE
 CL2550'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2550'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2550'046-203 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2550'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 28 FEET
 CL2550'WEST OF THE CENTERLINE OF COUNTY ROAD 90202, 3.5 FEET EAST OF A
 CL2550'WITNESS POST AND FENCELINE, 15 FEET SOUTHEAST OF A 24 INCH PECAN
 CL2550'TREE, 56 FEET NORTHEAST OF A 20 INCH PECAN TREE, AND 133.0 FEET
 CL2550'NORTHWEST OF A POWER POLE ON THE EAST SIDE OF THE ROAD.
 CL2550'
 CL2550'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-203 AZMK, SET IN
 CL2550'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2550'SURFACE OF THE GROUND.  IT IS LOCATED 33.3 FEET EAST OF THE
 CL2550'CENTERLINE OF COUNTY ROAD 90202, 16.0 FEET NORTH OF THE NORTH RAIL
 CL2550'OF THE RAILROAD TRACK, 2.5 FEET WEST OF A WITNESS POST, 99 FEET
 CL2550'NORTHWEST OF A TELEGRAPH POLE, AND 101 FEET NORTHEAST OF A POWER
 CL2550'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2520 ***********************************************************************
 CL2520  DESIGNATION -  BV 046 204
 CL2520  PID         -  CL2520
 CL2520  STATE/COUNTY-  GA/DOOLY
 CL2520  USGS QUAD   -  PINEVIEW NW (1981)
 CL2520
 CL2520                         *CURRENT SURVEY CONTROL
 CL2520  ___________________________________________________________________
 CL2520* NAD 83(1994)-  32 14 49.39656(N)    083 44 35.49535(W)     ADJUSTED  
 CL2520* NAVD 88     -       131.     (meters)     430.     (feet)  VERTCON   
 CL2520  ___________________________________________________________________
 CL2520  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 CL2520  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CL2520
 CL2520  HORZ ORDER  -  SECOND
 CL2520
 CL2520.The horizontal coordinates were established by classical geodetic methods
 CL2520.and adjusted by the National Geodetic Survey in September 1997..
 CL2520
 CL2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2520
 CL2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2520
 CL2520.The geoid height was determined by GEOID03.
 CL2520
 CL2520;                    North         East     Units Scale Factor Converg.
 CL2520;SPC GA W     -   249,188.438   739,903.841   MT  0.99991963   +0 13 33.4
 CL2520;SPC GA W     -   817,545.73  2,427,501.19   sFT  0.99991963   +0 13 33.4
 CL2520;UTM  17      - 3,571,123.183   241,545.086   MT  1.00042384   -1 27 52.2
 CL2520
 CL2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2520!SPC GA W     -   0.99998366  x   0.99991963  =   0.99990329
 CL2520!UTM  17      -   0.99998366  x   1.00042384  =   1.00040749
 CL2520
 CL2520:                Primary Azimuth Mark                     Grid Az
 CL2520:SPC GA W     -  UNADILLA MUN TANK                        020 50 41.3
 CL2520:UTM  17      -  UNADILLA MUN TANK                        022 32 06.9
 CL2520
 CL2520|---------------------------------------------------------------------|
 CL2520| PID    Reference Object                     Distance      Geod. Az  |
 CL2520|                                                           dddmmss.s |
 CL2520| CL2468 UNADILLA MUN TANK                   APPROX. 2.3 KM 0210414.7 |
 CL2520| CL2524 PINEHURST SOU RWY MICROWAVE         APPROX. 8.5 KM 1943426.8 |
 CL2520| CL2528 PINEHURST W MUN TANK                APPROX. 6.0 KM 1995747.4 |
 CL2520| CY7447 BV 046 204 AZ MK                                   3362438.6 |
 CL2520|---------------------------------------------------------------------|
 CL2520
 CL2520                          SUPERSEDED SURVEY CONTROL
 CL2520
 CL2520  NAD 83(1986)-  32 14 49.40033(N)    083 44 35.49420(W) AD(       ) 2
 CL2520  NAD 27      -  32 14 48.82060(N)    083 44 35.85909(W) AD(       ) 2
 CL2520  NGVD 29 (07/19/86)  131.     (m)          430.     (f) VERT ANG       
 CL2520
 CL2520.Superseded values are not recommended for survey control.
 CL2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2520.See file dsdata.txt to determine how the superseded data were derived.
 CL2520
 CL2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4154571123(NAD 83)
 CL2520_MARKER: DD = SURVEY DISK
 CL2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2520
 CL2520  HISTORY     - Date     Condition        Report By
 CL2520  HISTORY     - 1974     MONUMENTED       GADT
 CL2520  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL2520
 CL2520                          STATION DESCRIPTION
 CL2520
 CL2520'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2520'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTH-SOUTHWEST OF
 CL2520'UNADILLA, 10-1/4 MILES SOUTHEAST OF BYROMVILLE, AND 3-3/4 MILES
 CL2520'NORTH OF PINEHURST ON STATE RIGHT OF WAY.
 CL2520'
 CL2520'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 CL2520'ROUTE 230 AND THE AZIMUTH MARK LOCATED ABOUT 3/4 MILE WEST OF
 CL2520'UNADILLA, GO SOUTH ALONG INTERSTATE 75 FOR 1.0 MILE TO THE JUNCTION
 CL2520'OF U.S. HIGHWAY 41 CROSSING AND THE STATION ON THE LEFT.
 CL2520'
 CL2520'THE STATION IS A STANDARD BRASS DISK STAMPED 046-204 SET IN THE TOP
 CL2520'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2520'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 046-204
 CL2520'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER
 CL2520'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED IN THE INTERSTATE
 CL2520'75 MEDIAN 41 FEET EAST OF THE CENTERLINE OF THE SOUTH-BOUND
 CL2520'LANE, 46.5 FEET SOUTH OF A CHAIN LINK FENCE BORDERING U.S. HIGHWAY
 CL2520'41 CROSSING THE MEDIAN, 3.1 FEET WEST OF A WITNESS POST, 37.6 FEET
 CL2520'SOUTHEAST OF THE SOUTH END OF THE SOUTHEAST BRIDGE END WALL OF THE
 CL2520'INTERSTATE 75 SOUTH-BOUND BRIDGE OVER U.S. HIGHWAY 41, 66.9 FEET
 CL2520'SOUTHWEST OF THE SOUTH END OF THE SOUTHWEST BRIDGE END WALL OF
 CL2520'THE INTERSTATE 75 NORTH-BOUND BRIDGE.
 CL2520'
 CL2520'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-204 AZMK, SET IN
 CL2520'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2520'SURFACE OF THE GROUND.  IT IS LOCATED 28.1 FEET SOUTH OF THE
 CL2520'CENTERLINE OF STATE ROUTE 230, 3.0 FEET WEST OF A WITNESS POST,
 CL2520'48.9 FEET EAST OF THE CENTERLINE OF THE INTERSTATE 75 SOUTH-BOUND
 CL2520'ENTRANCE RAMP, 45.2 FEET SOUTHWEST OF THE SOUTHWEST END WALL OF
 CL2520'THE STATE ROUTE 230 BRIDGE OVER INTERSTATE 75, AND 119.6 FEET
 CL2520'SOUTH OF STATION BV 046 217 (GADT).
 CL2520
 CL2520                          STATION RECOVERY (2005)
 CL2520
 CL2520'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2520'NEW BRIDGE HAS BEEN BUILT AND NEW ASPHALT AT LOACTION. AZ MARK FOUND
 CL2520'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2526 ***********************************************************************
 CL2526  DESIGNATION -  BV 046 205
 CL2526  PID         -  CL2526
 CL2526  STATE/COUNTY-  GA/DOOLY
 CL2526  USGS QUAD   -  PINEHURST (1981)
 CL2526
 CL2526                         *CURRENT SURVEY CONTROL
 CL2526  ___________________________________________________________________
 CL2526* NAD 83(1994)-  32 10 31.32743(N)    083 45 07.10631(W)     ADJUSTED  
 CL2526* NAVD 88     -       123.     (meters)     404.     (feet)  VERTCON   
 CL2526  ___________________________________________________________________
 CL2526  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CL2526  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CL2526
 CL2526  HORZ ORDER  -  SECOND
 CL2526
 CL2526.The horizontal coordinates were established by classical geodetic methods
 CL2526.and adjusted by the National Geodetic Survey in September 1997..
 CL2526
 CL2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2526
 CL2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2526
 CL2526.The geoid height was determined by GEOID03.
 CL2526
 CL2526;                    North         East     Units Scale Factor Converg.
 CL2526;SPC GA W     -   241,236.630   739,107.086   MT  0.99991885   +0 13 15.0
 CL2526;SPC GA W     -   791,457.18  2,424,887.16   sFT  0.99991885   +0 13 15.0
 CL2526;UTM  17      - 3,563,194.285   240,513.809   MT  1.00043044   -1 27 58.6
 CL2526
 CL2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2526!SPC GA W     -   0.99998493  x   0.99991885  =   0.99990378
 CL2526!UTM  17      -   0.99998493  x   1.00043044  =   1.00041536
 CL2526
 CL2526:                Primary Azimuth Mark                     Grid Az
 CL2526:SPC GA W     -  BV 046 205 AZ MK                         013 40 43.6
 CL2526:UTM  17      -  BV 046 205 AZ MK                         015 21 57.2
 CL2526
 CL2526|---------------------------------------------------------------------|
 CL2526| PID    Reference Object                     Distance      Geod. Az  |
 CL2526|                                                           dddmmss.s |
 CL2526| CY7448 BV 046 205 AZ MK                                   0135358.6 |
 CL2526| CL2525 BV 046 205 GADT 1974 PTA             26.415 METERS 20820     |
 CL2526|---------------------------------------------------------------------|
 CL2526
 CL2526                          SUPERSEDED SURVEY CONTROL
 CL2526
 CL2526  NAD 83(1986)-  32 10 31.33125(N)    083 45 07.10550(W) AD(       ) 2
 CL2526  NAD 27      -  32 10 30.73966(N)    083 45 07.47411(W) AD(       ) 2
 CL2526  NGVD 29 (07/19/86)  123.     (m)          404.     (f) VERT ANG       
 CL2526
 CL2526.Superseded values are not recommended for survey control.
 CL2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2526.See file dsdata.txt to determine how the superseded data were derived.
 CL2526
 CL2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4051463194(NAD 83)
 CL2526_MARKER: DD = SURVEY DISK
 CL2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2526+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 CL2526
 CL2526  HISTORY     - Date     Condition        Report By
 CL2526  HISTORY     - 1974     MONUMENTED       GADT
 CL2526  HISTORY     - 20051013 GOOD             INDIV
 CL2526
 CL2526                          STATION DESCRIPTION
 CL2526
 CL2526'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2526'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTH-SOUTHEAST
 CL2526'OF PINEHURST, 6 MILES SOUTH OF UNADILLA, AND 6-1/2 MILES
 CL2526'NORTH-NORTHEAST OF VIENNA ON STATE RIGHT OF WAY.
 CL2526'
 CL2526'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 CL2526'U.S. HIGHWAY 41, LOCATED APPROXIMATELY 1 MILE SOUTH OF UNADILLA,
 CL2526'TRAVEL SOUTH ON INTERSTATE 75 FOR 3.85 MILES TO THE INTERSECTION OF
 CL2526'INTERSTATE 75 AND COUNTY ROAD 90679 CROSSING AND THE AZIMUTH MARK
 CL2526'ON THE LEFT.  CONTINUE SOUTH ON INTERSTATE 75 FOR 1.15 MILES TO
 CL2526'THE STATION ON THE RIGHT.
 CL2526'
 CL2526'THE STATION IS A STANDARD BRASS DISK STAMPED 046-205 SET IN THE
 CL2526'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2526'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2526'046-205 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CL2526'METERS BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 74 FEET
 CL2526'EAST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF INTERSTATE 75,
 CL2526'30 FEET WEST OF A WITNESS POST AND FENCELINE, AND APPROXIMATELY
 CL2526'1000 FEET SOUTH OF A BRIDGE OVER INTERSTATE 75.
 CL2526'
 CL2526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-205 AZMK, SET IN
 CL2526'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2526'SURFACE OF THE GROUND.  IT IS LOCATED 65 FEET SOUTHEAST OF THE
 CL2526'CENTERLINE OF THE EAST END OF THE COUNTY ROAD 90679 BRIDGE OVER
 CL2526'INTERSTATE 75, 21.5 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 CL2526'ROAD, 11.3 FEET WEST-SOUTHWEST OF A WITNESS POST, AND 60 FEET
 CL2526'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2526'COUNTY ROAD 90679 AND THE INTERSTATE 75 NORTH BOUND EXIT AND
 CL2526'ENTRANCE RAMPS.
 CL2526
 CL2526                          STATION RECOVERY (2005)
 CL2526
 CL2526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2526' 
 CL2526' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2536 ***********************************************************************
 CL2536  DESIGNATION -  BV 046 206
 CL2536  PID         -  CL2536
 CL2536  STATE/COUNTY-  GA/DOOLY
 CL2536  USGS QUAD   -  VIENNA (1972)
 CL2536
 CL2536                         *CURRENT SURVEY CONTROL
 CL2536  ___________________________________________________________________
 CL2536* NAD 83(1994)-  32 03 51.79877(N)    083 45 47.12497(W)     ADJUSTED  
 CL2536* NAVD 88     -       109.     (meters)     358.     (feet)  VERTCON   
 CL2536  ___________________________________________________________________
 CL2536  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CL2536  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CL2536
 CL2536  HORZ ORDER  -  SECOND
 CL2536
 CL2536.The horizontal coordinates were established by classical geodetic methods
 CL2536.and adjusted by the National Geodetic Survey in September 1997..
 CL2536
 CL2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2536
 CL2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2536
 CL2536.The geoid height was determined by GEOID03.
 CL2536
 CL2536;                    North         East     Units Scale Factor Converg.
 CL2536;SPC GA W     -   228,927.269   738,104.855   MT  0.99991790   +0 12 51.3
 CL2536;SPC GA W     -   751,072.22  2,421,599.01   sFT  0.99991790   +0 12 51.3
 CL2536;UTM  17      - 3,550,913.365   239,149.459   MT  1.00043922   -1 28 03.6
 CL2536
 CL2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2536!SPC GA W     -   0.99998714  x   0.99991790  =   0.99990504
 CL2536!UTM  17      -   0.99998714  x   1.00043922  =   1.00042635
 CL2536
 CL2536|---------------------------------------------------------------------|
 CL2536| PID    Reference Object                     Distance      Geod. Az  |
 CL2536|                                                           dddmmss.s |
 CL2536| CL2537 BV 046 206 GADT 1974 PTA             25.344 METERS 01010     |
 CL2536| CL2540 VIENNA N MUN TANK                   APPROX. 4.3 KM 3212800.1 |
 CL2536| CY7449 BV 046 206 AZ MK                                   3583417.0 |
 CL2536|---------------------------------------------------------------------|
 CL2536
 CL2536                          SUPERSEDED SURVEY CONTROL
 CL2536
 CL2536  NAD 83(1986)-  32 03 51.80249(N)    083 45 47.12443(W) AD(       ) 2
 CL2536  NAD 27      -  32 03 51.18269(N)    083 45 47.51145(W) AD(       ) 2
 CL2536  NGVD 29 (07/19/86)  109.     (m)          358.     (f) VERT ANG       
 CL2536
 CL2536.Superseded values are not recommended for survey control.
 CL2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2536.See file dsdata.txt to determine how the superseded data were derived.
 CL2536
 CL2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3914950913(NAD 83)
 CL2536_MARKER: DD = SURVEY DISK
 CL2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2536
 CL2536  HISTORY     - Date     Condition        Report By
 CL2536  HISTORY     - 1974     MONUMENTED       GADT
 CL2536
 CL2536                          STATION DESCRIPTION
 CL2536
 CL2536'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2536'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTHEAST OF
 CL2536'VIENNA, 7 MILES NORTH OF CORDELE, AND 15-1/2 MILES WEST-SOUTHWEST
 CL2536'OF PINEVIEW ON STATE RIGHT OF WAY.
 CL2536'
 CL2536'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 215 AND
 CL2536'U.S. HIGHWAY 41 (STATE ROUTE 7) LOCATED IN VIENNA, TRAVEL EAST ON
 CL2536'STATE ROUTE 215 FOR 0.7 MILE TO THE JUNCTION OF STATE ROUTE 27
 CL2536'TO THE LEFT.  CONTINUE TRAVELING EASTERLY ON STATE ROUTE 215 FOR
 CL2536'1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, LOCATED IN THE
 CL2536'SOUTHEAST QUADRANT OF THE INTERSECTION OF INTERSTATE 75 AND
 CL2536'STATE ROUTE 215.  TURN RIGHT ON INTERSTATE 75, TRAVELING SOUTH
 CL2536'FOR 1.5 MILES TO THE STATION ON THE LEFT.
 CL2536'
 CL2536'THE STATION IS A STANDARD BRASS DISK STAMPED 046-206, SET IN THE
 CL2536'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2536'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2536'046-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CL2536'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 82.0 FEET
 CL2536'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE AND 22.0 FEET WEST
 CL2536'OF A WITNESS POST SET ON A RIGHT OF WAY FENCELINE.
 CL2536'
 CL2536'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-206 AZMK, SET IN
 CL2536'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2536'SURFACE OF THE GROUND.  IT IS LOCATED 21.5 FEET SOUTH OF THE
 CL2536'CENTERLINE OF STATE ROUTE 215, 52.0 FEET SOUTHWEST OF THE
 CL2536'SOUTHWEST CORNER OF THE STATE ROUTE 215 BRIDGE OVER INTERSTATE 75,
 CL2536'54.5 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 CL2536'CENTERLINES OF STATE ROUTE 215 AND THE INTERSTATE 75 SOUTHBOUND
 CL2536'EXIT RAMP, AND 5.3 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2542 ***********************************************************************
 CL2542  DESIGNATION -  BV 046 207
 CL2542  PID         -  CL2542
 CL2542  STATE/COUNTY-  GA/DOOLY
 CL2542  USGS QUAD   -  VIENNA (1972)
 CL2542
 CL2542                         *CURRENT SURVEY CONTROL
 CL2542  ___________________________________________________________________
 CL2542* NAD 83(1994)-  32 06 14.62920(N)    083 50 05.66429(W)     ADJUSTED  
 CL2542* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL2542  ___________________________________________________________________
 CL2542  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CL2542  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CL2542
 CL2542  HORZ ORDER  -  SECOND
 CL2542
 CL2542.The horizontal coordinates were established by classical geodetic methods
 CL2542.and adjusted by the National Geodetic Survey in September 1997..
 CL2542
 CL2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2542
 CL2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2542
 CL2542.The geoid height was determined by GEOID03.
 CL2542
 CL2542;                    North         East     Units Scale Factor Converg.
 CL2542;SPC GA W     -   233,303.268   731,310.524   MT  0.99991209   +0 10 34.7
 CL2542;SPC GA W     -   765,429.14  2,399,307.94   sFT  0.99991209   +0 10 34.7
 CL2542;UTM  17      - 3,555,489.508   232,482.933   MT  1.00048266   -1 30 27.1
 CL2542
 CL2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2542!SPC GA W     -   0.99998791  x   0.99991209  =   0.99990000
 CL2542!UTM  17      -   0.99998791  x   1.00048266  =   1.00047056
 CL2542
 CL2542:                Primary Azimuth Mark                     Grid Az
 CL2542:SPC GA W     -  BV 046 207 AZ MK                         019 54 48.3
 CL2542:UTM  17      -  BV 046 207 AZ MK                         021 35 50.1
 CL2542
 CL2542|---------------------------------------------------------------------|
 CL2542| PID    Reference Object                     Distance      Geod. Az  |
 CL2542|                                                           dddmmss.s |
 CL2542| CY7450 BV 046 207 AZ MK                                   0200523.0 |
 CL2542| CL2540 VIENNA N MUN TANK                   APPROX. 4.2 KM 1041015.4 |
 CL2542| CL2541 BV 046 207 GADT 1974 PTA             26.440 METERS 15423     |
 CL2542|---------------------------------------------------------------------|
 CL2542
 CL2542                          SUPERSEDED SURVEY CONTROL
 CL2542
 CL2542  NAD 83(1986)-  32 06 14.63302(N)    083 50 05.66361(W) AD(       ) 2
 CL2542  NAD 27      -  32 06 14.02010(N)    083 50 06.04154(W) AD(       ) 2
 CL2542  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL2542
 CL2542.Superseded values are not recommended for survey control.
 CL2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2542.See file dsdata.txt to determine how the superseded data were derived.
 CL2542
 CL2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3248355490(NAD 83)
 CL2542_MARKER: DD = SURVEY DISK
 CL2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2542
 CL2542  HISTORY     - Date     Condition        Report By
 CL2542  HISTORY     - 1974     MONUMENTED       GADT
 CL2542
 CL2542                          STATION DESCRIPTION
 CL2542
 CL2542'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2542'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST-NORTHWEST OF
 CL2542'VIENNA, 7-3/4 MILES SOUTH-SOUTHWEST OF PINEHURST, AND 8-1/4 MILES
 CL2542'SOUTHEAST OF BYROMVILLE ON PROPERTY OWNED BY MR. CARTON FOWLER,
 CL2542'P.O. BOX 214, VIENNA, GEORGIA.
 CL2542'
 CL2542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 CL2542'STATE ROUTES 90 AND 27, IN VIENNA, TRAVEL WEST ON STATE ROUTES 90
 CL2542'AND 27 FOR 1.05 MILES TO THE JUNCTION OF STATE ROUTE 27 TO THE
 CL2542'LEFT.  CONTINUE TRAVELING NORTHWESTERLY ON STATE ROUTE 90 FOR 1.6
 CL2542'MILES TO THE JUNCTION OF COUNTY ROAD 103 TO THE LEFT AND THE
 CL2542'AZIMUTH MARK ON THE RIGHT.  TURN LEFT, GOING SOUTHWEST ON COUNTY
 CL2542'ROAD 103 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CL2542'
 CL2542'THE STATION IS A STANDARD BRASS DISK STAMPED 046-207, SET IN THE
 CL2542'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2542'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2542'046-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 CL2542'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 13 FEET
 CL2542'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 103, 2 FEET SOUTHEAST
 CL2542'OF A WITNESS POST, 42 FEET NORTHWEST OF A POWER POLE, AND 73
 CL2542'FEET NORTHWEST OF A 24 INCH PECAN TREE ON THE EAST SIDE OF THE
 CL2542'ROAD.
 CL2542'
 CL2542'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-207 AZMK, SET IN
 CL2542'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2542'SURFACE OF THE GROUND.  IT IS LOCATED 2.5 FEET SOUTHWEST OF A
 CL2542'WITNESS POST, 97 FEET NORTHEAST OF A POWER POLE IN THE WEST
 CL2542'QUADRANT OF THE INTERSECTION, 22 FEET NORTHEAST OF THE POINT OF
 CL2542'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 90 AND COUNTY
 CL2542'ROAD 103, AND 43 FEET WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2508 ***********************************************************************
 CL2508  DESIGNATION -  BV 046 208
 CL2508  PID         -  CL2508
 CL2508  STATE/COUNTY-  GA/DOOLY
 CL2508  USGS QUAD   -  PINEVIEW SW (1971)
 CL2508
 CL2508                         *CURRENT SURVEY CONTROL
 CL2508  ___________________________________________________________________
 CL2508* NAD 83(1994)-  32 05 09.83818(N)    083 43 36.94066(W)     ADJUSTED  
 CL2508* NAVD 88     -       119.     (meters)     390.     (feet)  VERTCON   
 CL2508  ___________________________________________________________________
 CL2508  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CL2508  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CL2508
 CL2508  HORZ ORDER  -  SECOND
 CL2508
 CL2508.The horizontal coordinates were established by classical geodetic methods
 CL2508.and adjusted by the National Geodetic Survey in September 1997..
 CL2508
 CL2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2508
 CL2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2508
 CL2508.The geoid height was determined by GEOID03.
 CL2508
 CL2508;                    North         East     Units Scale Factor Converg.
 CL2508;SPC GA W     -   231,344.190   741,509.458   MT  0.99992124   +0 14 00.9
 CL2508;SPC GA W     -   759,001.73  2,432,768.95   sFT  0.99992124   +0 14 00.9
 CL2508;UTM  17      - 3,553,230.464   242,625.321   MT  1.00041700   -1 26 57.6
 CL2508
 CL2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2508!SPC GA W     -   0.99998557  x   0.99992124  =   0.99990681
 CL2508!UTM  17      -   0.99998557  x   1.00041700  =   1.00040256
 CL2508
 CL2508|---------------------------------------------------------------------|
 CL2508| PID    Reference Object                     Distance      Geod. Az  |
 CL2508|                                                           dddmmss.s |
 CL2508| CL2507 BV 046 208 GADT 1974 PTA             14.441 METERS 15736     |
 CL2508| CY7451 BV 046 208 AZ MK                                   2712018.7 |
 CL2508| CL2540 VIENNA N MUN TANK                   APPROX. 6.2 KM 2785802.1 |
 CL2508|---------------------------------------------------------------------|
 CL2508
 CL2508                          SUPERSEDED SURVEY CONTROL
 CL2508
 CL2508  NAD 83(1986)-  32 05 09.84183(N)    083 43 36.94011(W) AD(       ) 2
 CL2508  NAD 27      -  32 05 09.22283(N)    083 43 37.32950(W) AD(       ) 2
 CL2508  NGVD 29 (07/19/86)  119.     (m)          390.     (f) VERT ANG       
 CL2508
 CL2508.Superseded values are not recommended for survey control.
 CL2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2508.See file dsdata.txt to determine how the superseded data were derived.
 CL2508
 CL2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4262553230(NAD 83)
 CL2508_MARKER: DD = SURVEY DISK
 CL2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2508
 CL2508  HISTORY     - Date     Condition        Report By
 CL2508  HISTORY     - 1974     MONUMENTED       GADT
 CL2508
 CL2508                          STATION DESCRIPTION
 CL2508
 CL2508'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2508'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF VIENNA, 8
 CL2508'MILES SOUTH-SOUTHEAST OF PINEHURST, AND 9 MILES NORTH-NORTHEAST OF
 CL2508'CORDELE ON THE PROPERTY OF ROSCOE KEITH.
 CL2508'
 CL2508'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 CL2508'STATE ROUTE 215, LOCATED APPROXIMATELY 2 MILES EAST OF VIENNA,
 CL2508'TRAVEL EAST ON STATE ROUTE 215 FOR 1.4 MILES TO THE AZIMUTH MARK
 CL2508'ON THE LEFT AND COUNTY ROAD 180 TO THE RIGHT.  CONTINUE TRAVELING
 CL2508'EAST ON STATE ROUTE 215 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL2508'
 CL2508'THE STATION IS A STANDARD BRASS DISK STAMPED 046-208, SET IN THE
 CL2508'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2508'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2508'046-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CL2508'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 49.5 FEET
 CL2508'SOUTH OF THE CENTERLINE OF THE ROADWAY, 51.0 FEET SOUTHWEST OF
 CL2508'THE POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE 215
 CL2508'AND A DRIVEWAY TO THE SOUTH, 10.0 FEET WEST OF THE CENTERLINE OF
 CL2508'THE DRIVEWAY, 87.5 FEET SOUTH OF A TELEPHONE POLE ON THE
 CL2508'NORTH SIDE OF THE HIGHWAY, 6.5 FEET NORTHEAST OF A WITNESS POST,
 CL2508'AND 8.0 FEET NORTHEAST OF ANOTHER TELEPHONE POLE.
 CL2508'
 CL2508'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-208 AZMK, SET IN
 CL2508'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2508'SURFACE OF THE GROUND.  IT IS LOCATED 20.0 FEET NORTHEAST OF THE
 CL2508'CENTERLINE OF STATE ROUTE 215, 25.0 FEET NORTH OF THE POINT OF
 CL2508'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 215 AND COUNTY
 CL2508'ROAD 180, 14.5 FEET WEST OF A POWER POLE, AND 12.0 FEET SOUTHWEST
 CL2508'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2532 ***********************************************************************
 CL2532  DESIGNATION -  BV 046 209
 CL2532  PID         -  CL2532
 CL2532  STATE/COUNTY-  GA/DOOLY
 CL2532  USGS QUAD   -  PINEHURST (1981)
 CL2532
 CL2532                         *CURRENT SURVEY CONTROL
 CL2532  ___________________________________________________________________
 CL2532* NAD 83(1994)-  32 14 45.20469(N)    083 48 58.71162(W)     ADJUSTED  
 CL2532* NAVD 88     -       125.     (meters)     410.     (feet)  VERTCON   
 CL2532  ___________________________________________________________________
 CL2532  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CL2532  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CL2532
 CL2532  HORZ ORDER  -  SECOND
 CL2532
 CL2532.The horizontal coordinates were established by classical geodetic methods
 CL2532.and adjusted by the National Geodetic Survey in September 1997..
 CL2532
 CL2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2532
 CL2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2532
 CL2532.The geoid height was determined by GEOID03.
 CL2532
 CL2532;                    North         East     Units Scale Factor Converg.
 CL2532;SPC GA W     -   249,034.502   733,014.547   MT  0.99991344   +0 11 13.0
 CL2532;SPC GA W     -   817,040.70  2,404,898.56   sFT  0.99991344   +0 11 13.0
 CL2532;UTM  17      - 3,571,172.573   234,650.600   MT  1.00046839   -1 30 12.7
 CL2532
 CL2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2532!SPC GA W     -   0.99998458  x   0.99991344  =   0.99989803
 CL2532!UTM  17      -   0.99998458  x   1.00046839  =   1.00045297
 CL2532
 CL2532:                Primary Azimuth Mark                     Grid Az
 CL2532:SPC GA W     -  BV 046 209 AZ MK                         134 39 13.8
 CL2532:UTM  17      -  BV 046 209 AZ MK                         136 20 39.5
 CL2532
 CL2532|---------------------------------------------------------------------|
 CL2532| PID    Reference Object                     Distance      Geod. Az  |
 CL2532|                                                           dddmmss.s |
 CL2532| CY7452 BV 046 209 AZ MK                                   1345026.8 |
 CL2532| CL2533 BV 046 209 GADT 1974 PTA             11.124 METERS 35434     |
 CL2532|---------------------------------------------------------------------|
 CL2532
 CL2532                          SUPERSEDED SURVEY CONTROL
 CL2532
 CL2532  NAD 83(1986)-  32 14 45.20874(N)    083 48 58.71054(W) AD(       ) 2
 CL2532  NAD 27      -  32 14 44.63702(N)    083 48 59.06099(W) AD(       ) 2
 CL2532  NGVD 29 (07/19/86)  125.     (m)          410.     (f) VERT ANG       
 CL2532
 CL2532.Superseded values are not recommended for survey control.
 CL2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2532.See file dsdata.txt to determine how the superseded data were derived.
 CL2532
 CL2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3465171173(NAD 83)
 CL2532_MARKER: DD = SURVEY DISK
 CL2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2532
 CL2532  HISTORY     - Date     Condition        Report By
 CL2532  HISTORY     - 1974     MONUMENTED       GADT
 CL2532
 CL2532                          STATION DESCRIPTION
 CL2532
 CL2532'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2532'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST OF UNADILLA,
 CL2532'6-1/4 MILES NORTHEAST OF BYROMVILLE, AND 13 MILES EAST-SOUTHEAST
 CL2532'OF MONTEZUMA ON THE PROPERTY OF MR. CALVIN MOORE, ROUTE 2,
 CL2532'UNADILLA.
 CL2532'
 CL2532'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2532'STATE ROUTE 230, LOCATED 2 MILES WEST OF UNADILLA, TRAVEL WEST ON
 CL2532'STATE ROUTE 230 FOR 1.55 MILES TO THE JUNCTION OF PAVED COUNTY
 CL2532'ROAD 329 FORKING TO THE RIGHT.  CONTINUE ON STATE ROUTE 230,
 CL2532'TRAVELING WEST FOR 2.65 MILE TO THE AZIMUTH MARK ON THE
 CL2532'RIGHT.  CONTINUE WEST ON STATE ROUTE 230 FOR 0.1 MILE TO A DIRT
 CL2532'DRIVEWAY TO THE RIGHT BETWEEN A HOUSE AND A BARN.  TURN RIGHT,
 CL2532'GOING NORTH ALONG THE DRIVEWAY AND A FIELD ROAD FOR 0.15 MILE
 CL2532'TO THE STATION ON THE LEFT.
 CL2532'
 CL2532'THE STATION IS A STANDARD BRASS DISK STAMPED 046-209, SET IN THE
 CL2532'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2532'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2532'046-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 CL2532'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 12 FEET
 CL2532'WEST OF THE CENTERLINE OF THE FIELD ROAD, 3 FEET WEST OF A
 CL2532'WITNESS POST SET ON A FENCELINE, 214 FEET NORTHWEST OF A 10 INCH
 CL2532'TWIN OAK TREE, 211 FEET NORTHWEST OF AN 18 INCH PINE TREE.
 CL2532'
 CL2532'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-209 AZMK, SET
 CL2532'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2532'SURFACE OF THE GROUND.  IT IS LOCATED 25 FEET NORTH OF STATE ROUTE
 CL2532'230, 3.0 FEET SOUTH OF A WITNESS POST, 3.5 FEET SOUTH OF A
 CL2532'FENCELINE, 70 FEET NORTHEAST OF A 6 INCH CHINABERRY TREE, AND 205
 CL2532'FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2517 ***********************************************************************
 CL2517  DESIGNATION -  BV 046 210
 CL2517  PID         -  CL2517
 CL2517  STATE/COUNTY-  GA/DOOLY
 CL2517  USGS QUAD   -  PINEVIEW NW (1981)
 CL2517
 CL2517                         *CURRENT SURVEY CONTROL
 CL2517  ___________________________________________________________________
 CL2517* NAD 83(1994)-  32 10 28.18046(N)    083 41 34.59301(W)     ADJUSTED  
 CL2517* NAVD 88     -       121.     (meters)     397.     (feet)  VERTCON   
 CL2517  ___________________________________________________________________
 CL2517  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CL2517  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CL2517
 CL2517  HORZ ORDER  -  SECOND
 CL2517
 CL2517.The horizontal coordinates were established by classical geodetic methods
 CL2517.and adjusted by the National Geodetic Survey in September 1997..
 CL2517
 CL2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2517
 CL2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2517
 CL2517.The geoid height was determined by GEOID03.
 CL2517
 CL2517;                    North         East     Units Scale Factor Converg.
 CL2517;SPC GA W     -   241,162.687   744,674.455   MT  0.99992460   +0 15 08.1
 CL2517;SPC GA W     -   791,214.58  2,443,152.77   sFT  0.99992460   +0 15 08.1
 CL2517;UTM  17      - 3,562,956.350   246,079.320   MT  1.00039520   -1 26 05.1
 CL2517
 CL2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2517!SPC GA W     -   0.99998526  x   0.99992460  =   0.99990986
 CL2517!UTM  17      -   0.99998526  x   1.00039520  =   1.00038045
 CL2517
 CL2517:                Primary Azimuth Mark                     Grid Az
 CL2517:SPC GA W     -  BV 046 210 AZ MK                         099 31 16.7
 CL2517:UTM  17      -  BV 046 210 AZ MK                         101 12 29.9
 CL2517
 CL2517|---------------------------------------------------------------------|
 CL2517| PID    Reference Object                     Distance      Geod. Az  |
 CL2517|                                                           dddmmss.s |
 CL2517| CY7453 BV 046 210 AZ MK                                   0994624.8 |
 CL2517| CL2516 BV 046 210 GADT 1974 PTA             24.650 METERS 21501     |
 CL2517|---------------------------------------------------------------------|
 CL2517
 CL2517                          SUPERSEDED SURVEY CONTROL
 CL2517
 CL2517  NAD 83(1986)-  32 10 28.18401(N)    083 41 34.59208(W) AD(       ) 2
 CL2517  NAD 27      -  32 10 27.58220(N)    083 41 34.96747(W) AD(       ) 2
 CL2517  NGVD 29 (07/19/86)  121.     (m)          397.     (f) VERT ANG       
 CL2517
 CL2517.Superseded values are not recommended for survey control.
 CL2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2517.See file dsdata.txt to determine how the superseded data were derived.
 CL2517
 CL2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4607962956(NAD 83)
 CL2517_MARKER: DD = SURVEY DISK
 CL2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2517+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 CL2517
 CL2517  HISTORY     - Date     Condition        Report By
 CL2517  HISTORY     - 1974     MONUMENTED       GADT
 CL2517  HISTORY     - 20051013 GOOD             INDIV
 CL2517
 CL2517                          STATION DESCRIPTION
 CL2517
 CL2517'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2517'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST-SOUTHEAST OF
 CL2517'PINEHURST, 6 MILES SOUTHEAST OF UNADILLA, AND 8-1/2 MILES NORTHEAST
 CL2517'OF VIENNA ON THE PROPERTY OF THE CHANCY AND PEAVY CROP DUSTING
 CL2517'COMPANY, ROUTE 1, UNADILLA, GEORGIA.
 CL2517'
 CL2517'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 CL2517'COUNTY ROAD 90679 IN PINEHURST, TRAVEL EAST ON COUNTY ROAD 90679
 CL2517'FOR 0.20 MILE TO A PAVED COUNTY ROAD TO THE RIGHT.  TURN RIGHT ON
 CL2517'THE PAVED COUNTY ROAD, TRAVELING SOUTH FOR 1.3 MILES TO THE
 CL2517'JUNCTION OF INTERSTATE 75 AT A BRIDGE WITH NO ACCESS TO THE
 CL2517'INTERSTATE.  CONTINUE GOING EAST ON THE PAVED COUNTY ROAD FOR
 CL2517'3.5 MILES TO THE JUNCTION OF COUNTY ROAD 203 CROSSING AND THE
 CL2517'STATION ON THE LEFT.
 CL2517'
 CL2517'THE STATION IS A STANDARD BRASS DISK STAMPED 046-210, SET IN THE
 CL2517'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2517'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2517'046-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2517'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 35.7 FEET
 CL2517'NORTH OF THE PAVED COUNTY ROAD, 33 FEET EAST OF THE CENTERLINE
 CL2517'OF COUNTY ROAD 203, 5 FEET NORTHEAST OF A WITNESS POST, AND 428
 CL2517'FEET WEST OF THE SOUTHWEST CORNER OF THE CHANCY AND PEAVY
 CL2517'AIRCRAFT HANGAR.
 CL2517'
 CL2517'TO REACH THE AZIMUTH MARK, CONTINUE EAST ON THE PAVED COUNTY ROAD
 CL2517'FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK
 CL2517'STAMPED 046-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2517'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 CL2517'28 FEET SOUTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 2.2
 CL2517'FEET NORTH OF A WITNESS POST, 83.8 FEET SOUTHEAST OF A 15 INCH
 CL2517'PECAN TREE ON THE NORTH SIDE OF THE ROAD, 99.3 FEET SOUTH OF A
 CL2517'POWER POLE ON THE NORTH SIDE OF THE ROAD, AND 70.5 FEET
 CL2517'SOUTHWEST OF AN 18 INCH PECAN TREE ON THE NORTH SIDE OF THE
 CL2517'ROAD.
 CL2517
 CL2517                          STATION RECOVERY (2005)
 CL2517
 CL2517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2517' 
 CL2517' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2500 ***********************************************************************
 CL2500  CBN         -  This is a Cooperative Base Network Control Station.
 CL2500  DESIGNATION -  BV 046 211
 CL2500  PID         -  CL2500
 CL2500  STATE/COUNTY-  GA/DOOLY
 CL2500  USGS QUAD   -  FINLEYSON WEST (1972)
 CL2500
 CL2500                         *CURRENT SURVEY CONTROL
 CL2500  ___________________________________________________________________
 CL2500* NAD 83(1994)-  32 11 40.23971(N)    083 37 12.16508(W)     ADJUSTED  
 CL2500* NAVD 88     -       111.8    (meters)     367.     (feet)  GPS OBS   
 CL2500  ___________________________________________________________________
 CL2500  X           -     600,351.282 (meters)                     COMP
 CL2500  Y           -  -5,369,209.547 (meters)                     COMP
 CL2500  Z           -   3,378,748.724 (meters)                     COMP
 CL2500  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL2500  ELLIP HEIGHT-          84.73  (meters)          (03/09/95) GPS OBS
 CL2500  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CL2500
 CL2500  HORZ ORDER  -  B
 CL2500  ELLP ORDER  -  FIRST     CLASS I
 CL2500
 CL2500.The horizontal coordinates were established by GPS observations
 CL2500.and adjusted by the National Geodetic Survey in March 1995..
 CL2500
 CL2500.The orthometric height was determined by GPS observations and a
 CL2500.high-resolution geoid model.
 CL2500
 CL2500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2500
 CL2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2500
 CL2500.The ellipsoidal height was determined by GPS observations
 CL2500.and is referenced to NAD 83.
 CL2500
 CL2500.The geoid height was determined by GEOID03.
 CL2500
 CL2500;                    North         East     Units Scale Factor Converg.
 CL2500;SPC GA W     -   243,414.731   751,537.764   MT  0.99993274   +0 17 28.5
 CL2500;SPC GA W     -   798,603.16  2,465,670.15   sFT  0.99993274   +0 17 28.5
 CL2500;UTM  17      - 3,565,006.223   253,009.053   MT  1.00035238   -1 23 48.0
 CL2500
 CL2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2500!SPC GA W     -   0.99998670  x   0.99993274  =   0.99991944
 CL2500!UTM  17      -   0.99998670  x   1.00035238  =   1.00033907
 CL2500
 CL2500:                Primary Azimuth Mark                     Grid Az
 CL2500:SPC GA W     -  BV 046 211 AZ MK                         090 13 59.1
 CL2500:UTM  17      -  BV 046 211 AZ MK                         091 55 15.6
 CL2500
 CL2500|---------------------------------------------------------------------|
 CL2500| PID    Reference Object                     Distance      Geod. Az  |
 CL2500|                                                           dddmmss.s |
 CL2500| CY7454 BV 046 211 AZ MK                                   0903127.6 |
 CL2500| CL2499 BV 046 211 GADT 1974 PTA             27.405 METERS 25858     |
 CL2500|---------------------------------------------------------------------|
 CL2500
 CL2500                          SUPERSEDED SURVEY CONTROL
 CL2500
 CL2500  NAD 83(1986)-  32 11 40.24310(N)    083 37 12.16431(W) AD(       ) 2
 CL2500  NAD 27      -  32 11 39.63933(N)    083 37 12.54392(W) AD(       ) 2
 CL2500  NGVD 29 (07/19/86)  112.     (m)          367.     (f) VERT ANG       
 CL2500
 CL2500.Superseded values are not recommended for survey control.
 CL2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2500.See file dsdata.txt to determine how the superseded data were derived.
 CL2500
 CL2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5300965006(NAD 83)
 CL2500_MARKER: DD = SURVEY DISK
 CL2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2500_STAMPING: 046-211
 CL2500_MARK LOGO: GADT  
 CL2500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2500+STABILITY: SURFACE MOTION
 CL2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2500+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1994
 CL2500
 CL2500  HISTORY     - Date     Condition        Report By
 CL2500  HISTORY     - 1974     MONUMENTED       GADT
 CL2500  HISTORY     - 19940306 GOOD             GADT
 CL2500  HISTORY     - 20041117 GOOD             GADT
 CL2500
 CL2500                          STATION DESCRIPTION
 CL2500
 CL2500'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2500'THE STATION IS LOCATED APPROXIMATELY 8-1/4 MILES SOUTHEAST OF
 CL2500'UNADILLA, 8-1/2 MILES EAST OF PINEHURST, AND 12 MILES
 CL2500'NORTH-NORTHEAST OF VIENNA ON COUNTY RIGHT OF WAY.
 CL2500'
 CL2500'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PINEHURST,
 CL2500'TRAVEL EAST ON COUNTY ROAD 90679 FOR 0.9 MILE TO THE CROSSING OF
 CL2500'INTERSTATE 75.  CONTINUE TRAVELING EAST ON COUNTY ROAD 90679 FOR
 CL2500'4.2 MILES TO THE CROSSING OF COUNTY ROAD 91585.  TURN RIGHT,
 CL2500'TRAVELING SOUTHEASTERLY ON COUNTY ROAD 91585 FOR 1.2 MILES TO
 CL2500'THE JUNCTION OF COUNTY ROAD 240 TO THE LEFT.  TURN LEFT,
 CL2500'TRAVELING NORTHEASTERLY ON COUNTY ROAD 240 FOR 0.2 MILE TO THE
 CL2500'JUNCTION OF COUNTY ROAD 241 FORKING TO THE LEFT.  CONTINUE
 CL2500'TRAVELING EAST ON COUNTY ROAD 240 FOR 1.6 MILES TO THE
 CL2500'CROSSING OF COUNTY ROAD 233.  CONTINUE TRAVELING EASTERLY ON
 CL2500'COUNTY ROAD 240 FOR 0.95 MILE TO THE CROSSING OF COUNTY ROAD
 CL2500'230.  CONTINUE TRAVELING EASTERLY ON COUNTY ROAD 240
 CL2500'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CL2500'
 CL2500'THE STATION IS A STANDARD BRASS DISK STAMPED 046-211, SET IN
 CL2500'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2500'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2500'STAMPED 046-211, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2500'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2500'LOCATED 37.0 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD AND 2.0
 CL2500'FEET SOUTH OF A WITNESS POST.
 CL2500'
 CL2500'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL EASTERLY ON
 CL2500'COUNTY ROAD 240 FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT IS A
 CL2500'STANDARD DISK STAMPED 046-211 AZMK, SET IN THE TOP OF A 10 INCH
 CL2500'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2500'GROUND.  IT IS LOCATED 38 FEET NORTH OF THE CENTERLINE OF THE
 CL2500'ROADWAY, 2.6 FEET SOUTH OF A WITNESS POST, 22.5 FEET SOUTH OF A
 CL2500'15 INCH PECAN TREE, AND 28.0 FEET SOUTHWEST OF THE SOUTHWEST
 CL2500'CORNER OF AN OLD HOUSE.
 CL2500
 CL2500                          STATION RECOVERY (1994)
 CL2500
 CL2500'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 CL2500'THE STATION IS LOCATED ABOUT 8.25 MI (13.28 KM) SOUTHEAST OF UNADILLA,
 CL2500'8.5 MI (13.7 KM) EAST OF PINEHURST, AND 12 MI (19.3 KM)
 CL2500'NORTH-NORTHEAST OF VIENNA ON COUNTY RIGHT-OF-WAY. TO REACH THE STATION
 CL2500'FROM THE U.S. POST OFFICE IN PINEHURST, GO EAST ON COUNTY ROAD 90679
 CL2500'FOR 0.9 MI (1.4 KM) TO THE CROSSING OF INTERSTATE 75, CONTINUE EAST ON
 CL2500'COUNTY ROAD 90679 FOR 4.2 MI (6.8 KM) TO THE CROSSING OF COUNTY ROAD
 CL2500'91585, TURN RIGHT AND GO SOUTHEASTERLY ON COUNTY ROAD 91585 FOR 1.2 MI
 CL2500'(1.9 KM) TO THE JUNCTION OF COUNTY ROAD 240 TO THE LEFT, TURN LEFT AND
 CL2500'GO NORTHEASTERLY ON COUNTY ROAD 240 FOR 0.2 MI (0.3 KM) TO THE
 CL2500'JUNCTION OF COUNTY ROAD 241 FORKING TO THE LEFT, CONTINUE EAST ON
 CL2500'COUNTY ROAD 240 FOR 1.6 MI (2.6 KM) TO THE CROSSING OF COUNTY ROAD
 CL2500'233, CONTINUE EASTERLY ON COUNTY ROAD 240 FOR 0.95 MI (1.53 KM) TO THE
 CL2500'CROSSING OF COUNTY ROAD 230, CONTINUE EASTERLY ON COUNTY ROAD 240 FOR
 CL2500'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT. THE STATION IS FLUSH
 CL2500'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 37.0 FT (11.3 M) NORTH
 CL2500'OF THE CENTER OF THE ROAD AND 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 CL2500
 CL2500                          STATION RECOVERY (2004)
 CL2500
 CL2500'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 CL2500'THE MARK IS LOCATED AMONGST A CLUSTER OF CHINABERRY TREES, WHICH COULD
 CL2500'ADVERSELY AFFECT GPS VISIBILITY IN SPRING AND SUMMER. HENCE THE
 CL2500'SELECTION OF 'DON'T KNOW' FOR GPS USABILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2515 ***********************************************************************
 CL2515  DESIGNATION -  BV 046 212
 CL2515  PID         -  CL2515
 CL2515  STATE/COUNTY-  GA/DOOLY
 CL2515  USGS QUAD   -  PINEVIEW NW (1981)
 CL2515
 CL2515                         *CURRENT SURVEY CONTROL
 CL2515  ___________________________________________________________________
 CL2515* NAD 83(1994)-  32 07 37.93971(N)    083 38 25.87993(W)     ADJUSTED  
 CL2515* NAVD 88     -       121.     (meters)     397.     (feet)  VERTCON   
 CL2515  ___________________________________________________________________
 CL2515  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CL2515  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CL2515
 CL2515  HORZ ORDER  -  SECOND
 CL2515
 CL2515.The horizontal coordinates were established by classical geodetic methods
 CL2515.and adjusted by the National Geodetic Survey in September 1997..
 CL2515
 CL2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2515
 CL2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2515
 CL2515.The geoid height was determined by GEOID03.
 CL2515
 CL2515;                    North         East     Units Scale Factor Converg.
 CL2515;SPC GA W     -   235,942.222   749,643.621   MT  0.99993038   +0 16 47.3
 CL2515;SPC GA W     -   774,087.11  2,459,455.78   sFT  0.99993038   +0 16 47.3
 CL2515;UTM  17      - 3,557,589.523   250,894.928   MT  1.00036533   -1 24 17.8
 CL2515
 CL2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2515!SPC GA W     -   0.99998527  x   0.99993038  =   0.99991565
 CL2515!UTM  17      -   0.99998527  x   1.00036533  =   1.00035060
 CL2515
 CL2515:                Primary Azimuth Mark                     Grid Az
 CL2515:SPC GA W     -  BV 046 212 AZ MK                         051 23 11.5
 CL2515:UTM  17      -  BV 046 212 AZ MK                         053 04 16.6
 CL2515
 CL2515|---------------------------------------------------------------------|
 CL2515| PID    Reference Object                     Distance      Geod. Az  |
 CL2515|                                                           dddmmss.s |
 CL2515| CY7455 BV 046 212 AZ MK                                   0513958.8 |
 CL2515| CL2514 BV 046 212 GADT 1974 PTA             24.348 METERS 21023     |
 CL2515|---------------------------------------------------------------------|
 CL2515
 CL2515                          SUPERSEDED SURVEY CONTROL
 CL2515
 CL2515  NAD 83(1986)-  32 07 37.94319(N)    083 38 25.87918(W) AD(       ) 2
 CL2515  NAD 27      -  32 07 37.33390(N)    083 38 26.26185(W) AD(       ) 2
 CL2515  NGVD 29 (07/19/86)  121.     (m)          397.     (f) VERT ANG       
 CL2515
 CL2515.Superseded values are not recommended for survey control.
 CL2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2515.See file dsdata.txt to determine how the superseded data were derived.
 CL2515
 CL2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5089557590(NAD 83)
 CL2515_MARKER: DD = SURVEY DISK
 CL2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2515
 CL2515  HISTORY     - Date     Condition        Report By
 CL2515  HISTORY     - 1974     MONUMENTED       GADT
 CL2515
 CL2515                          STATION DESCRIPTION
 CL2515
 CL2515'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2515'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES NORTH-NORTHEAST
 CL2515'OF VIENNA, 8-3/4 MILES SOUTHEAST OF PINEHURST, AND 10-1/4 MILES
 CL2515'SOUTHEAST OF UNADILLA ON COUNTY RIGHT OF WAY.
 CL2515'
 CL2515'TO REACH THE STATION FROM THE COURTHOUSE IN VIENNA AND THE
 CL2515'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROUTES 27 AND 90,
 CL2515'TRAVEL EAST ON STATE ROUTE 27 FOR 0.7 MILE TO THE JUNCTION OF
 CL2515'STATE ROUTES 27 AND 215.  CONTINUE EAST ON STATE ROUTE 215 FOR
 CL2515'1.3 MILES TO THE JUNCTION OF INTERSTATE 75 AND STATE ROUTE
 CL2515'215.  CONTINUE EAST ON STATE ROUTE 215 FOR 0.1 MILE TO THE
 CL2515'JUNCTION OF COUNTY ROAD 90672 FORKING TO THE LEFT.  TURN
 CL2515'LEFT ON COUNTY ROAD 90672 FOR 4.7 MILES TO THE INTERSECTION
 CL2515'OF COUNTY ROAD 203 CROSSING.  CONTINUE EAST ON COUNTY ROAD
 CL2515'90672 FOR 2.95 MILES TO THE INTERSECTION OF COUNTY ROAD 201
 CL2515'CROSSING.  TURN LEFT ON COUNTY ROAD 201, GOING NORTH FOR
 CL2515'1.75 MILES TO THE CROSSING A COUNTY ROAD 213.  TURN RIGHT,
 CL2515'GOING EAST ALONG COUNTY ROAD 213 FOR 0.05 MILE TO THE
 CL2515'STATION ON THE LEFT.
 CL2515'
 CL2515'THE STATION IS A STANDARD BRASS DISK STAMPED 046-212, SET IN THE
 CL2515'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2515'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2515'046-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2515'0.73 METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1.5
 CL2515'FEET NORTH OF A WITNESS POST, 42 FEET NORTH OF THE CENTERLINE OF
 CL2515'COUNTY ROAD 213, 5 FEET EAST OF A POWER POLE, AND 180 FEET
 CL2515'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2515'OF COUNTY ROAD 213 AND COUNTY ROAD 224.
 CL2515'
 CL2515'TO REACH THE AZIMUTH MARK CONTINUE EAST ON COUNTY ROAD 213 FOR
 CL2515'0.35 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK
 CL2515'STAMPED 046-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2515'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CL2515'LOCATED 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.4 FEET
 CL2515'NORTH OF A WITNESS POST, 2.7 FEET NORTH OF A POWER POLE, 140
 CL2515'FEET NORTHEAST OF A 15 INCH TWIN OAK TREE, AND 120 FEET
 CL2515'SOUTHEAST OF A 15 INCH OAK TREE ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2505 ***********************************************************************
 CL2505  DESIGNATION -  BV 046 213
 CL2505  PID         -  CL2505
 CL2505  STATE/COUNTY-  GA/DOOLY
 CL2505  USGS QUAD   -  PINEVIEW SW (1971)
 CL2505
 CL2505                         *CURRENT SURVEY CONTROL
 CL2505  ___________________________________________________________________
 CL2505* NAD 83(1994)-  32 02 56.06367(N)    083 38 11.40590(W)     ADJUSTED  
 CL2505* NAVD 88     -       141.     (meters)     463.     (feet)  VERTCON   
 CL2505  ___________________________________________________________________
 CL2505  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CL2505  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CL2505
 CL2505  HORZ ORDER  -  SECOND
 CL2505
 CL2505.The horizontal coordinates were established by classical geodetic methods
 CL2505.and adjusted by the National Geodetic Survey in September 1997..
 CL2505
 CL2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2505
 CL2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2505
 CL2505.The geoid height was determined by GEOID03.
 CL2505
 CL2505;                    North         East     Units Scale Factor Converg.
 CL2505;SPC GA W     -   227,262.351   750,065.657   MT  0.99993090   +0 16 52.8
 CL2505;SPC GA W     -   745,609.90  2,460,840.41   sFT  0.99993090   +0 16 52.8
 CL2505;UTM  17      - 3,548,897.228   251,061.940   MT  1.00036431   -1 23 59.1
 CL2505
 CL2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2505!SPC GA W     -   0.99998213  x   0.99993090  =   0.99991303
 CL2505!UTM  17      -   0.99998213  x   1.00036431  =   1.00034643
 CL2505
 CL2505:                Primary Azimuth Mark                     Grid Az
 CL2505:SPC GA W     -  BV 046 213 AZ MK                         136 34 04.4
 CL2505:UTM  17      -  BV 046 213 AZ MK                         138 14 56.3
 CL2505
 CL2505|---------------------------------------------------------------------|
 CL2505| PID    Reference Object                     Distance      Geod. Az  |
 CL2505|                                                           dddmmss.s |
 CL2505| CY7456 BV 046 213 AZ MK                                   1365057.2 |
 CL2505| CL2506 BV 046 213 GADT 1974 PTA             25.891 METERS 29356     |
 CL2505|---------------------------------------------------------------------|
 CL2505
 CL2505                          SUPERSEDED SURVEY CONTROL
 CL2505
 CL2505  NAD 83(1986)-  32 02 56.06713(N)    083 38 11.40540(W) AD(       ) 2
 CL2505  NAD 27      -  32 02 55.44385(N)    083 38 11.79493(W) AD(       ) 2
 CL2505  NGVD 29 (07/19/86)  141.     (m)          463.     (f) VERT ANG       
 CL2505
 CL2505.Superseded values are not recommended for survey control.
 CL2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2505.See file dsdata.txt to determine how the superseded data were derived.
 CL2505
 CL2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5106248897(NAD 83)
 CL2505_MARKER: DD = SURVEY DISK
 CL2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2505
 CL2505  HISTORY     - Date     Condition        Report By
 CL2505  HISTORY     - 1974     MONUMENTED       GADT
 CL2505
 CL2505                          STATION DESCRIPTION
 CL2505
 CL2505'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2505'THE STATION IS LOCATED APPROXIMATELY 9 MILES SOUTHWEST OF
 CL2505'PINEVIEW, 9-3/4 MILES EAST-SOUTHEAST OF VIENNA, AND 9-1/2 MILES
 CL2505'NORTHEAST OF CORDELE ON STATE RIGHT OF WAY.
 CL2505'
 CL2505'TO REACH THE STATION FROM THE POST OFFICE IN PINEVIEW ON COUNTY
 CL2505'ROAD 90672, TRAVEL WEST ON COUNTY ROAD 90672 FOR 0.05 MILE TO THE
 CL2505'JUNCTION OF STATE ROUTE 112 CROSSING.  CONTINUE WEST ON COUNTY
 CL2505'ROAD 90672 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 91176
 CL2505'FORKING TO THE LEFT.  CONTINUE WEST ON COUNTY ROAD 90672 FOR
 CL2505'4.6 MILES TO THE JUNCTION OF STATE ROUTE 257 CROSSING.  TURN
 CL2505'LEFT ON STATE ROUTE 257, TRAVELING SOUTHWEST FOR 5.2 MILES TO
 CL2505'THE JUNCTION OF STATE ROUTE 215 CROSSING.  TURN LEFT ON STATE
 CL2505'ROUTE 215, TRAVELING SOUTHEAST FOR 1.7 MILES TO COUNTY ROAD
 CL2505'192 ON THE RIGHT.  CONTINUE SOUTHEAST ON STATE ROUTE 215 FOR
 CL2505'0.1 MILE TO THE STATION ON THE LEFT.
 CL2505'
 CL2505'THE STATION IS A STANDARD BRASS DISK STAMPED 046-213, SET IN THE
 CL2505'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2505'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2505'046-213, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2505'0.76 METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 47
 CL2505'FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 215, 2.5 FEET
 CL2505'SOUTHWEST OF A WITNESS POST, 74.5 FEET SOUTHEAST OF A RIGHT OF
 CL2505'WAY MARKER, AND 224 FEET NORTH OF A 24 INCH OAK TREE ON THE
 CL2505'SOUTHWEST SIDE OF THE ROAD.
 CL2505'
 CL2505'TO REACH THE AZIMUTH MARK CONTINUE SOUTHEAST ON STATE ROUTE
 CL2505'215 FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 CL2505'DISK STAMPED 046-213 AZMK, SET IN THE TOP OF A 10 INCH
 CL2505'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2505'GROUND.  IT IS LOCATED 31 FEET SOUTH OF THE CENTERLINE OF STATE
 CL2505'ROUTE 215, 2 FEET NORTH OF A WITNESS POST, 4 FEET NORTHEAST
 CL2505'OF A POWER POLE, AND 403 FEET SOUTHEAST OF THE SOUTH END OF A
 CL2505'36 INCH CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2510 ***********************************************************************
 CL2510  DESIGNATION -  BV 046 214
 CL2510  PID         -  CL2510
 CL2510  STATE/COUNTY-  GA/DOOLY
 CL2510  USGS QUAD   -  PINEVIEW SW (1971)
 CL2510
 CL2510                         *CURRENT SURVEY CONTROL
 CL2510  ___________________________________________________________________
 CL2510* NAD 83(1994)-  32 05 34.41738(N)    083 38 13.87427(W)     ADJUSTED  
 CL2510* NAVD 88     -       122.     (meters)     400.     (feet)  VERTCON   
 CL2510  ___________________________________________________________________
 CL2510  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CL2510  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CL2510
 CL2510  HORZ ORDER  -  SECOND
 CL2510
 CL2510.The horizontal coordinates were established by classical geodetic methods
 CL2510.and adjusted by the National Geodetic Survey in September 1997..
 CL2510
 CL2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2510
 CL2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2510
 CL2510.The geoid height was determined by GEOID03.
 CL2510
 CL2510;                    North         East     Units Scale Factor Converg.
 CL2510;SPC GA W     -   232,139.286   749,976.974   MT  0.99993079   +0 16 52.7
 CL2510;SPC GA W     -   761,610.31  2,460,549.46   sFT  0.99993079   +0 16 52.7
 CL2510;UTM  17      - 3,553,776.778   251,116.479   MT  1.00036397   -1 24 06.6
 CL2510
 CL2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2510!SPC GA W     -   0.99998512  x   0.99993079  =   0.99991591
 CL2510!UTM  17      -   0.99998512  x   1.00036397  =   1.00034908
 CL2510
 CL2510|---------------------------------------------------------------------|
 CL2510| PID    Reference Object                     Distance      Geod. Az  |
 CL2510|                                                           dddmmss.s |
 CL2510| CL2509 BV 046 214 GADT 1974 PTA             11.946 METERS 18601     |
 CL2510| CY7457 BV 046 214 AZ MK                                   3593042.2 |
 CL2510|---------------------------------------------------------------------|
 CL2510
 CL2510                          SUPERSEDED SURVEY CONTROL
 CL2510
 CL2510  NAD 83(1986)-  32 05 34.42080(N)    083 38 13.87361(W) AD(       ) 2
 CL2510  NAD 27      -  32 05 33.80208(N)    083 38 14.25925(W) AD(       ) 2
 CL2510  NGVD 29 (07/19/86)  122.     (m)          400.     (f) VERT ANG       
 CL2510
 CL2510.Superseded values are not recommended for survey control.
 CL2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2510.See file dsdata.txt to determine how the superseded data were derived.
 CL2510
 CL2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5111653777(NAD 83)
 CL2510_MARKER: DD = SURVEY DISK
 CL2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2510
 CL2510  HISTORY     - Date     Condition        Report By
 CL2510  HISTORY     - 1974     MONUMENTED       GADT
 CL2510
 CL2510                          STATION DESCRIPTION
 CL2510
 CL2510'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2510'THE STATION IS LOCATED APPROXIMATELY 9-1/2 MILES EAST OF VIENNA,
 CL2510'10-1/4 MILES SOUTHEAST OF PINEHURST, AND 12 MILES NORTHEAST OF
 CL2510'CORDELE ON THE PROPERTY OF MR. E. S. TIPPETT, ROUTE 3, VIENNA.
 CL2510'
 CL2510'TO REACH THE STATION FROM THE COURTHOUSE IN VIENNA AT THE
 CL2510'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROUTES 27 AND 90, TRAVEL
 CL2510'EAST ON STATE ROUTE 27 FOR 0.7 MILE TO THE JUNCTION OF STATE
 CL2510'ROUTE 215.  TRAVEL EAST ON STATE ROUTE 215 FOR 0.1 MILE TO THE
 CL2510'JUNCTION OF COUNTY ROAD 90672 FORKING TO THE LEFT.  TURN LEFT ON
 CL2510'COUNTY ROAD 90672 GOING NORTHEASTERLY FOR 4.7 MILES TO THE
 CL2510'INTERSECTION OF DIRT COUNTY ROAD 203 CROSSING.  CONTINUE EAST
 CL2510'ON COUNTY ROAD 90672 FOR 2.95 MILES TO THE JUNCTION OF DIRT
 CL2510'COUNTY ROAD 201 CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 CL2510'TURN RIGHT, GOING SOUTH ON COUNTY ROAD 201 FOR 0.65 MILE TO THE
 CL2510'STATION ON THE LEFT.
 CL2510'
 CL2510'THE STATION IS A STANDARD BRASS DISK STAMPED 046-214, SET IN THE
 CL2510'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2510'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2510'046-214, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.77
 CL2510'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 23 FEET
 CL2510'EAST OF THE CENTERLINE OF COUNTY ROAD 201, 14 FEET NORTH OF THE
 CL2510'CENTERLINE OF A FIELD ROAD TO THE EAST, 1.5 FEET WEST OF A
 CL2510'WITNESS POST, 51.5 FEET NORTHEAST OF A POWER POLE ON THE WEST
 CL2510'SIDE OF THE ROAD, AND 14.5 FEET SOUTHEAST OF A 15 INCH PINE TREE.
 CL2510'
 CL2510'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-214 AZMK, SET IN
 CL2510'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2510'SURFACE OF THE GROUND.  IT IS LOCATED 31 FEET SOUTH OF THE
 CL2510'CENTERLINE OF COUNTY ROAD 90672, 20 FEET WEST OF THE CENTERLINE OF
 CL2510'COUNTY ROAD 201, 81 FEET SOUTH OF A POWER POLE IN THE NORTHWEST
 CL2510'QUADRANT OF THE INTERSECTION, AND 20 FEET NORTHEAST OF A WITNESS
 CL2510'POST SET AT THE NORTHEAST CORNER OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2523 ***********************************************************************
 CL2523  DESIGNATION -  BV 046 215
 CL2523  PID         -  CL2523
 CL2523  STATE/COUNTY-  GA/DOOLY
 CL2523  USGS QUAD   -  PINEHURST (1981)
 CL2523
 CL2523                         *CURRENT SURVEY CONTROL
 CL2523  ___________________________________________________________________
 CL2523* NAD 83(1994)-  32 08 38.97836(N)    083 47 04.93629(W)     ADJUSTED  
 CL2523* NAVD 88     -       116.     (meters)     381.     (feet)  VERTCON   
 CL2523  ___________________________________________________________________
 CL2523  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CL2523  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CL2523
 CL2523  HORZ ORDER  -  SECOND
 CL2523
 CL2523.The horizontal coordinates were established by classical geodetic methods
 CL2523.and adjusted by the National Geodetic Survey in September 1997..
 CL2523
 CL2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2523
 CL2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2523
 CL2523.The geoid height was determined by GEOID03.
 CL2523
 CL2523;                    North         East     Units Scale Factor Converg.
 CL2523;SPC GA W     -   237,764.864   736,032.730   MT  0.99991601   +0 12 11.6
 CL2523;SPC GA W     -   780,066.89  2,414,800.72   sFT  0.99991601   +0 12 11.6
 CL2523;UTM  17      - 3,559,812.729   237,336.953   MT  1.00045091   -1 28 56.8
 CL2523
 CL2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2523!SPC GA W     -   0.99998603  x   0.99991601  =   0.99990204
 CL2523!UTM  17      -   0.99998603  x   1.00045091  =   1.00043693
 CL2523
 CL2523:                Primary Azimuth Mark                     Grid Az
 CL2523:SPC GA W     -  BV 046 215 AZ MK                         020 55 48.3
 CL2523:UTM  17      -  BV 046 215 AZ MK                         022 36 56.7
 CL2523
 CL2523|---------------------------------------------------------------------|
 CL2523| PID    Reference Object                     Distance      Geod. Az  |
 CL2523|                                                           dddmmss.s |
 CL2523| CY7458 BV 046 215 AZ MK                                   0210759.9 |
 CL2523| CL2540 VIENNA N MUN TANK                   APPROX. 5.5 KM 1863834.2 |
 CL2523| CL2522 BV 046 215 GADT 1974 PTA             13.643 METERS 23901     |
 CL2523| CL2521 VIENNA CABLEVISION TV MAST          APPROX. 2.4 KM 2533331.6 |
 CL2523|---------------------------------------------------------------------|
 CL2523
 CL2523                          SUPERSEDED SURVEY CONTROL
 CL2523
 CL2523  NAD 83(1986)-  32 08 38.98205(N)    083 47 04.93552(W) AD(       ) 2
 CL2523  NAD 27      -  32 08 38.37050(N)    083 47 05.30828(W) AD(       ) 2
 CL2523  NGVD 29 (07/19/86)  116.     (m)          381.     (f) VERT ANG       
 CL2523
 CL2523.Superseded values are not recommended for survey control.
 CL2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2523.See file dsdata.txt to determine how the superseded data were derived.
 CL2523
 CL2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3733759813(NAD 83)
 CL2523_MARKER: DD = SURVEY DISK
 CL2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2523+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 CL2523
 CL2523  HISTORY     - Date     Condition        Report By
 CL2523  HISTORY     - 1974     MONUMENTED       GADT
 CL2523  HISTORY     - 20051013 GOOD             INDIV
 CL2523
 CL2523                          STATION DESCRIPTION
 CL2523
 CL2523'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2523'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTH OF VIENNA,
 CL2523'8-1/2 MILES SOUTHEAST OF BYROMVILLE, AND 8-1/2 MILES SOUTHWEST
 CL2523'OF UNADILLA ON THE PROPERTY OF THE GEORGIA POWER COMPANY.
 CL2523'
 CL2523'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 27,
 CL2523'90, AND U.S. HIGHWAY 41 IN VIENNA, TRAVEL NORTH ON U.S. HIGHWAY 41
 CL2523'FOR 3.7 MILES TO THE JUNCTION OF COUNTY ROAD 105 TO THE
 CL2523'LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 41 FOR 0.65 MILE TO COUNTY
 CL2523'ROAD 161 TO THE RIGHT.  TURN RIGHT ON COUNTY ROAD 161, TRAVELING
 CL2523'EAST FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD 162 TO THE LEFT
 CL2523'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON COUNTY ROAD
 CL2523'161 FOR 0.35 MILE, TO DIRT COUNTY ROAD 166 TO THE RIGHT.  TURN
 CL2523'RIGHT ON COUNTY ROAD 166, TRAVELING SOUTH FOR 0.7 MILE TO A
 CL2523'DIRT COUNTY ROAD 165 TO THE RIGHT.  TURN RIGHT.  TRAVELING WEST
 CL2523'ALONG COUNTY ROAD 165 FOR 0.15 MILE TO A GEORGIA POWER COMPANY
 CL2523'SUBSTATION AND THE STATION ON THE LEFT.
 CL2523'
 CL2523'THE STATION IS A STANDARD BRASS DISK STAMPED 046-215, SET IN THE
 CL2523'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2523'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2523'046-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2523'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 140 FEET
 CL2523'SOUTH OF THE CENTERLINE OF COUNTY ROAD 165, 8.0 FEET NORTHEAST
 CL2523'OF A WITNESS POST, 48 FEET WEST OF A POWER POLE, 9.0 FEET
 CL2523'NORTHEAST OF A POWER POLE, AND 10.5 FEET EAST OF THE SOUTHEAST
 CL2523'CORNER OF A FENCE AROUND THE POWER SUB STATION.
 CL2523'
 CL2523'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 046-215 AZMK, SET IN
 CL2523'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2523'SURFACE OF THE GROUND.  IT IS LOCATED 24.7 FEET NORTH OF THE
 CL2523'CENTERLINE OF COUNTY ROAD 161, 2.5 FEET SOUTH OF A WITNESS POST,
 CL2523'51 FEET EAST OF A POWER
 CL2523'POLE, 136 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2523'CENTERLINES OF COUNTY ROADS 161 AND 162, AND 121.0 FEET
 CL2523'NORTH-NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF COUNTY
 CL2523'ROAD 161.
 CL2523
 CL2523                          STATION RECOVERY (2005)
 CL2523
 CL2523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2523' 
 CL2523' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2518 ***********************************************************************
 CL2518  DESIGNATION -  BV 046 216
 CL2518  PID         -  CL2518
 CL2518  STATE/COUNTY-  GA/DOOLY
 CL2518  USGS QUAD   -  PINEVIEW NW (1981)
 CL2518
 CL2518                         *CURRENT SURVEY CONTROL
 CL2518  ___________________________________________________________________
 CL2518* NAD 83(1994)-  32 12 49.17543(N)    083 41 16.92941(W)     ADJUSTED  
 CL2518* NAVD 88     -       123.     (meters)     404.     (feet)  VERTCON   
 CL2518  ___________________________________________________________________
 CL2518  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 CL2518  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CL2518
 CL2518  HORZ ORDER  -  SECOND
 CL2518
 CL2518.The horizontal coordinates were established by classical geodetic methods
 CL2518.and adjusted by the National Geodetic Survey in September 1997..
 CL2518
 CL2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2518
 CL2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2518
 CL2518.The geoid height was determined by GEOID03.
 CL2518
 CL2518;                    North         East     Units Scale Factor Converg.
 CL2518;SPC GA W     -   245,507.411   745,117.843   MT  0.99992510   +0 15 18.5
 CL2518;SPC GA W     -   805,468.90  2,444,607.46   sFT  0.99992510   +0 15 18.5
 CL2518;UTM  17      - 3,567,288.158   246,650.760   MT  1.00039162   -1 26 01.3
 CL2518
 CL2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2518!SPC GA W     -   0.99998494  x   0.99992510  =   0.99991004
 CL2518!UTM  17      -   0.99998494  x   1.00039162  =   1.00037655
 CL2518
 CL2518:                Primary Azimuth Mark                     Grid Az
 CL2518:SPC GA W     -  BV 046 216 AZ MK                         128 07 56.9
 CL2518:UTM  17      -  BV 046 216 AZ MK                         129 49 16.7
 CL2518
 CL2518|---------------------------------------------------------------------|
 CL2518| PID    Reference Object                     Distance      Geod. Az  |
 CL2518|                                                           dddmmss.s |
 CL2518| CY7459 BV 046 216 AZ MK                                   1282315.4 |
 CL2518| CL2519 BV 046 216 GADT 1974 PTA             21.969 METERS 34744     |
 CL2518|---------------------------------------------------------------------|
 CL2518
 CL2518                          SUPERSEDED SURVEY CONTROL
 CL2518
 CL2518  NAD 83(1986)-  32 12 49.17918(N)    083 41 16.92830(W) AD(       ) 2
 CL2518  NAD 27      -  32 12 48.60026(N)    083 41 17.30182(W) AD(       ) 2
 CL2518  NGVD 29 (07/19/86)  123.     (m)          404.     (f) VERT ANG       
 CL2518
 CL2518.Superseded values are not recommended for survey control.
 CL2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2518.See file dsdata.txt to determine how the superseded data were derived.
 CL2518
 CL2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4665167288(NAD 83)
 CL2518_MARKER: DD = SURVEY DISK
 CL2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2518
 CL2518  HISTORY     - Date     Condition        Report By
 CL2518  HISTORY     - 1974     MONUMENTED       GADT
 CL2518
 CL2518                          STATION DESCRIPTION
 CL2518
 CL2518'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2518'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH-SOUTHEAST
 CL2518'OF UNADILLA, 4-1/2 MILES EAST-NORTHEAST OF PINEHURST, AND 13 MILES
 CL2518'NORTHWEST OF PINEVIEW ON THE PROPERTY OF MRS. A. C. HARRELL,
 CL2518'ROUTE 1, UNADILLA.
 CL2518'
 CL2518'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2518'U.S. HIGHWAY 41 IN UNADILLA, TRAVEL NORTHEAST ON U.S. HIGHWAY 41 FOR
 CL2518'1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 230
 CL2518'(BORUM STREET) TO THE RIGHT.  TURN RIGHT, GOING EAST ON STATE
 CL2518'ROUTE 230 FOR 0.25 MILE TO THE JUNCTION OF CHERRY STREET (COUNTY
 CL2518'TO THE RIGHT.  TURN RIGHT ON CHERRY STREET, TRAVELING SOUTHEAST
 CL2518'FOR 1.0 MILE TO A DIRT COUNTY ROAD FORKING TO THE LEFT.  CONTINUE
 CL2518'ON CHERRY STREET (COUNTY ROAD 91585) FOR 3.8 MILES TO THE
 CL2518'JUNCTION OF CHERRY STREET AND DIRT COUNTY ROAD 286 CROSSING.
 CL2518'TURN LEFT ON COUNTY ROAD 286, TRAVELING NORTH FOR 0.2 MILE TO
 CL2518'THE STATION ON THE RIGHT.
 CL2518'
 CL2518'THE STATION IS A STANDARD BRASS DISK STAMPED 046-216, SET IN THE
 CL2518'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2518'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2518'046-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2518'0.76 METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 23
 CL2518'FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 286, 2.8 FEET
 CL2518'NORTHEAST OF A WITNESS POST, 3 FEET NORTHEAST OF A POWER POLE,
 CL2518'AND APPROXIMATELY 525 FEET SOUTH OF A POWER POLE ON THE NORTHWEST
 CL2518'SIDE OF THE ROAD.
 CL2518'
 CL2518'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF CHERRY STREET
 CL2518'(COUNTY ROAD 91585) AND COUNTY ROAD 286, TRAVEL SOUTHEAST ON
 CL2518'COUNTY ROAD 91585 FOR 0.55 MILE TO THE JUNCTION OF COUNTY ROAD
 CL2518'90679 CROSSING.  TURN RIGHT, GOING ABOUT 500 FEET ALONG COUNTY
 CL2518'ROAD 90679 TO THE STATION ON THE LEFT.  IT IS A STANDARD DISK
 CL2518'STAMPED 046-216 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2518'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CL2518'LOCATED 33 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 CL2518'90679, 1 FOOT NORTHWEST OF A WITNESS POST SET ON A
 CL2518'FENCELINE, AND 199 FEET SOUTHWEST OF THE POINT OF
 CL2518'INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 91585 AND 90679,
 CL2518'AND 70 FEET NORTHWEST OF A POWER POLE IN THE BACK YARD OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2559 ***********************************************************************
 CL2559  DESIGNATION -  BV 046 217
 CL2559  PID         -  CL2559
 CL2559  STATE/COUNTY-  GA/DOOLY
 CL2559  USGS QUAD   -  HENDERSON (1971)
 CL2559
 CL2559                         *CURRENT SURVEY CONTROL
 CL2559  ___________________________________________________________________
 CL2559* NAD 83(1994)-  32 15 36.65523(N)    083 45 00.09700(W)     ADJUSTED  
 CL2559* NAVD 88     -       131.5    (meters)     431.     (feet)  VERTCON   
 CL2559  ___________________________________________________________________
 CL2559  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CL2559  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CL2559
 CL2559  HORZ ORDER  -  SECOND
 CL2559
 CL2559.The horizontal coordinates were established by classical geodetic methods
 CL2559.and adjusted by the National Geodetic Survey in September 1997..
 CL2559
 CL2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2559
 CL2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2559
 CL2559.The geoid height was determined by GEOID03.
 CL2559
 CL2559;                    North         East     Units Scale Factor Converg.
 CL2559;SPC GA W     -   250,641.505   739,254.240   MT  0.99991900   +0 13 20.6
 CL2559;SPC GA W     -   822,313.00  2,425,369.95   sFT  0.99991900   +0 13 20.6
 CL2559;UTM  17      - 3,572,595.529   240,938.334   MT  1.00042771   -1 28 07.3
 CL2559
 CL2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2559!SPC GA W     -   0.99998356  x   0.99991900  =   0.99990256
 CL2559!UTM  17      -   0.99998356  x   1.00042771  =   1.00041126
 CL2559
 CL2559:                Primary Azimuth Mark                     Grid Az
 CL2559:SPC GA W     -  UNADILLA MUN TANK                        064 01 06.1
 CL2559:UTM  17      -  UNADILLA MUN TANK                        065 42 34.0
 CL2559
 CL2559|---------------------------------------------------------------------|
 CL2559| PID    Reference Object                     Distance      Geod. Az  |
 CL2559|                                                           dddmmss.s |
 CL2559| CL2468 UNADILLA MUN TANK                   APPROX. 1.6 KM 0641426.7 |
 CL2559| CY7447 BV 046 204 AZ MK                                   34823     |
 CL2559| CY7460 BV 046 217 AZ MK                     36.457 METERS 34827     |
 CL2559|---------------------------------------------------------------------|
 CL2559
 CL2559                          SUPERSEDED SURVEY CONTROL
 CL2559
 CL2559  NAD 83(1986)-  32 15 36.65900(N)    083 45 00.09581(W) AD(       ) 2
 CL2559  NAD 27      -  32 15 36.08270(N)    083 45 00.46086(W) AD(       ) 2
 CL2559  NGVD 29 (07/19/86)  131.6    (m)          432.     (f) VERT ANG       
 CL2559
 CL2559.Superseded values are not recommended for survey control.
 CL2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2559.See file dsdata.txt to determine how the superseded data were derived.
 CL2559
 CL2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4093872596(NAD 83)
 CL2559_MARKER: DD = SURVEY DISK
 CL2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2559
 CL2559  HISTORY     - Date     Condition        Report By
 CL2559  HISTORY     - 1974     MONUMENTED       GADT
 CL2559
 CL2559                          STATION DESCRIPTION
 CL2559
 CL2559'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2559'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 75 AND
 CL2559'STATE ROUTE 230 IN UNADILLA ON STATE RIGHT OF WAY.
 CL2559'
 CL2559'THE STATION IS A STANDARD BRASS DISK STAMPED 046-217, SET IN
 CL2559'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2559'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2559'STAMPED 046-217, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2559'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2559'LOCATED 177.5 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF
 CL2559'STATE ROUTE 230 AND THE INTERSTATE 75 SOUTHBOUND ENTRANCE AND
 CL2559'EXIT RAMPS, 15.7 FEET EAST OF THE CENTERLINE OF THE ENTRANCE
 CL2559'RAMP, AND 2 FEET WEST OF A WITNESS POST.
 CL2559'
 CL2559'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 CL2559'230 AND INTERSTATE 75, TRAVEL NORTH ON INTERSTATE 75 FOR 0.95
 CL2559'MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 CL2559'046-217 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2559'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 98 FEET
 CL2559'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE 75,
 CL2559'6.5 FEET WEST OF A WITNESS POST, 35 FEET NORTHWEST OF A 6 INCH
 CL2559'OAK TREE, AND 49 FEET NORTHWEST OF A CENTER PULL-POST ON THE
 CL2559'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2469 ***********************************************************************
 CL2469  DESIGNATION -  BV 046 218
 CL2469  PID         -  CL2469
 CL2469  STATE/COUNTY-  GA/DOOLY
 CL2469  USGS QUAD   -  UNADILLA (1973)
 CL2469
 CL2469                         *CURRENT SURVEY CONTROL
 CL2469  ___________________________________________________________________
 CL2469* NAD 83(1994)-  32 16 48.78646(N)    083 43 07.53411(W)     ADJUSTED  
 CL2469* NAVD 88     -       130.9    (meters)     429.     (feet)  VERTCON   
 CL2469  ___________________________________________________________________
 CL2469  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CL2469  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CL2469
 CL2469  HORZ ORDER  -  SECOND
 CL2469
 CL2469.The horizontal coordinates were established by classical geodetic methods
 CL2469.and adjusted by the National Geodetic Survey in September 1997..
 CL2469
 CL2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2469
 CL2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2469
 CL2469.The geoid height was determined by GEOID03.
 CL2469
 CL2469;                    North         East     Units Scale Factor Converg.
 CL2469;SPC GA W     -   252,875.049   742,190.897   MT  0.99992194   +0 14 21.2
 CL2469;SPC GA W     -   829,640.89  2,435,004.63   sFT  0.99992194   +0 14 21.2
 CL2469;UTM  17      - 3,574,742.483   243,941.136   MT  1.00040863   -1 27 10.0
 CL2469
 CL2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2469!SPC GA W     -   0.99998366  x   0.99992194  =   0.99990560
 CL2469!UTM  17      -   0.99998366  x   1.00040863  =   1.00039228
 CL2469
 CL2469:                Primary Azimuth Mark                     Grid Az
 CL2469:SPC GA W     -  UNADILLA MUN TANK                        223 57 30.8
 CL2469:UTM  17      -  UNADILLA MUN TANK                        225 39 02.0
 CL2469
 CL2469|---------------------------------------------------------------------|
 CL2469| PID    Reference Object                     Distance      Geod. Az  |
 CL2469|                                                           dddmmss.s |
 CL2469| CL2468 UNADILLA MUN TANK                   APPROX. 2.1 KM 2241152.0 |
 CL2469| CY7461 BV 046 218 AZ MK                                   2390705.0 |
 CL2469|---------------------------------------------------------------------|
 CL2469
 CL2469                          SUPERSEDED SURVEY CONTROL
 CL2469
 CL2469  NAD 83(1986)-  32 16 48.79027(N)    083 43 07.53289(W) AD(       ) 2
 CL2469  NAD 27      -  32 16 48.21902(N)    083 43 07.89422(W) AD(       ) 2
 CL2469  NGVD 29 (07/19/86)  131.0    (m)          430.     (f) VERT ANG       
 CL2469
 CL2469.Superseded values are not recommended for survey control.
 CL2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2469.See file dsdata.txt to determine how the superseded data were derived.
 CL2469
 CL2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4394174742(NAD 83)
 CL2469_MARKER: DD = SURVEY DISK
 CL2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2469
 CL2469  HISTORY     - Date     Condition        Report By
 CL2469  HISTORY     - 1974     MONUMENTED       GADT
 CL2469  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 CL2469
 CL2469                          STATION DESCRIPTION
 CL2469
 CL2469'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2469'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHEAST OF
 CL2469'UNADILLA, 3-1/2 MILES SOUTH OF ELKO, AND 15-1/4 MILES WEST OF
 CL2469'HAWKINSVILLE ON THE PROPERTY OF MR. W. V. BRANNEN, P.O. BOX
 CL2469'154, UNADILLA.
 CL2469'
 CL2469'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41
 CL2469'AND STATE ROUTE 230, IN UNADILLA, TRAVEL EAST ON STATE ROUTE
 CL2469'230 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD 212 TO THE
 CL2469'LEFT.  TURN LEFT, TRAVELING NORTH ON COUNTY ROAD 212 FOR 0.7 MILE
 CL2469'TO THE BIG CREEK BRIDGE.  CONTINUE TRAVELING NORTH ON COUNTY
 CL2469'ROAD 212 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 CL2469'
 CL2469'THE STATION IS A STANDARD BRASS DISK STAMPED 046-218, SET IN THE
 CL2469'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2469'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2469'046-218, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CL2469'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 31.0 FEET
 CL2469'EAST OF THE CENTERLINE OF THE ROADWAY, 3.5 FEET SOUTH OF A
 CL2469'WITNESS POST, 4.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, 49.0 FEET
 CL2469'EAST OF A FENCELINE, AND 421.0 FEET NORTH OF ANOTHER POWER POLE.
 CL2469'
 CL2469'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 CL2469'COUNTY ROAD 212 FOR 0.2 MILE TO THE CROSSING OF COUNTY ROAD
 CL2469'237.  TURN LEFT, TRAVELING SOUTHWEST ON COUNTY ROAD 237 FOR 0.55
 CL2469'MILE TO THE JUNCTION OF A FIELD ROAD TO THE LEFT.  TURN LEFT,
 CL2469'TRAVELING SOUTHERLY ON THE FIELD ROAD FOR 0.15 MILE TO THE MARK
 CL2469'ON THE LEFT.  IT IS A STANDARD DISK STAMPED 046-218 AZMK, SET IN
 CL2469'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2469'SURFACE OF THE GROUND.  IT IS LOCATED 1.5 FEET WEST OF A
 CL2469'WITNESS POST SET ON A FENCELINE, 8.7 FEET WEST-NORTHWEST OF A
 CL2469'23 INCH OAK TREE, 9.2 FEET NORTH OF A 4 INCH OAK TREE, AND 111.0
 CL2469'FEET WEST OF A 15 INCH OAK TREE.
 CL2469
 CL2469                          STATION RECOVERY (2005)
 CL2469
 CL2469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KS)
 CL2469' 
 CL2469' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0303 ***********************************************************************
 BT0303  DESIGNATION -  BV 047 15
 BT0303  PID         -  BT0303
 BT0303  STATE/COUNTY-  GA/DOUGHERTY
 BT0303  USGS QUAD   -  ALBANY WEST (1988)
 BT0303
 BT0303                         *CURRENT SURVEY CONTROL
 BT0303  ___________________________________________________________________
 BT0303* NAD 83(1986)-  31 34 45.     (N)    084 10 33.     (W)     SCALED    
 BT0303* NAVD 88     -        64.776  (meters)     212.52   (feet)  ADJUSTED  
 BT0303  ___________________________________________________________________
 BT0303  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT0303  DYNAMIC HT  -          64.698 (meters)     212.26  (feet)  COMP
 BT0303  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BT0303
 BT0303  VERT ORDER  -  SECOND    CLASS II
 BT0303
 BT0303.The horizontal coordinates were scaled from a topographic map and have
 BT0303.an estimated accuracy of +/- 6 seconds.
 BT0303
 BT0303.The orthometric height was determined by differential leveling
 BT0303.and adjusted by the National Geodetic Survey in June 1991..
 BT0303
 BT0303.The geoid height was determined by GEOID03.
 BT0303
 BT0303.The dynamic height is computed by dividing the NAVD 88
 BT0303.geopotential number by the normal gravity value computed on the
 BT0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0303.degrees latitude (g = 980.6199 gals.).
 BT0303
 BT0303.The modeled gravity was interpolated from observed gravity values.
 BT0303
 BT0303;                    North         East    Units  Estimated Accuracy
 BT0303;SPC GA W     -   175,060.      699,130.      MT  (+/- 180 meters Scaled)
 BT0303
 BT0303                          SUPERSEDED SURVEY CONTROL
 BT0303
 BT0303  NGVD 29 (??/??/92)   64.968  (m)          213.15   (f) ADJ UNCH    2 2
 BT0303
 BT0303.Superseded values are not recommended for survey control.
 BT0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0303.See file dsdata.txt to determine how the superseded data were derived.
 BT0303
 BT0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV680972(NAD 83)
 BT0303_MARKER: DD = SURVEY DISK
 BT0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0303_STAMPING: BV 047 15
 BT0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0303+STABILITY: SURFACE MOTION
 BT0303
 BT0303  HISTORY     - Date     Condition        Report By
 BT0303  HISTORY     - UNK      MONUMENTED       GADT
 BT0303  HISTORY     - 1974     GOOD             NGS
 BT0303
 BT0303                          STATION DESCRIPTION
 BT0303
 BT0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0303'1.4 MI N FROM ALBANY.
 BT0303'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE AT
 BT0303'ALBANY TO THE CROSSING OF THE CENTRAL OF GEORGIA RAILROAD.  53.0
 BT0303'FEET EAST OF THE CENTERLINE OF SLAPPEY DRIVE, 29.8 FEET SOUTH OF A
 BT0303'POWER POLE, 4.5 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK, 3.3
 BT0303'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  3 INCHES ABOVE
 BT0303'THE LEVEL OF THE GROUND.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0294 ***********************************************************************
 BT0294  DESIGNATION -  BV 047 200
 BT0294  PID         -  BT0294
 BT0294  STATE/COUNTY-  GA/DOUGHERTY
 BT0294  USGS QUAD   -  PRETORIA (1988)
 BT0294
 BT0294                         *CURRENT SURVEY CONTROL
 BT0294  ___________________________________________________________________
 BT0294* NAD 83(1994)-  31 32 55.78057(N)    084 15 07.39794(W)     ADJUSTED  
 BT0294* NAVD 88     -        61.575  (meters)     202.02   (feet)  ADJUSTED  
 BT0294  ___________________________________________________________________
 BT0294  X           -     544,872.067 (meters)                     COMP
 BT0294  Y           -  -5,413,076.894 (meters)                     COMP
 BT0294  Z           -   3,317,920.067 (meters)                     COMP
 BT0294  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT0294  ELLIP HEIGHT-          34.57  (meters)          (09/03/97) GPS OBS
 BT0294  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT0294  DYNAMIC HT  -          61.500 (meters)     201.77  (feet)  COMP
 BT0294  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 BT0294
 BT0294  HORZ ORDER  -  SECOND
 BT0294  VERT ORDER  -  SECOND    CLASS II
 BT0294  ELLP ORDER  -  FOURTH    CLASS II
 BT0294
 BT0294.The horizontal coordinates were established by classical geodetic methods
 BT0294.and adjusted by the National Geodetic Survey in September 1997..
 BT0294
 BT0294.The orthometric height was determined by differential leveling
 BT0294.and adjusted by the National Geodetic Survey in June 1991..
 BT0294
 BT0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT0294
 BT0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0294
 BT0294.The ellipsoidal height was determined by GPS observations
 BT0294.and is referenced to NAD 83.
 BT0294
 BT0294.The geoid height was determined by GEOID03.
 BT0294
 BT0294.The dynamic height is computed by dividing the NAVD 88
 BT0294.geopotential number by the normal gravity value computed on the
 BT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0294.degrees latitude (g = 980.6199 gals.).
 BT0294
 BT0294.The modeled gravity was interpolated from observed gravity values.
 BT0294
 BT0294;                    North         East     Units Scale Factor Converg.
 BT0294;SPC GA W     -   171,697.772   691,892.940   MT  0.99990081   -0 02 40.8
 BT0294;SPC GA W     -   563,311.77  2,269,985.42   sFT  0.99990081   -0 02 40.8
 BT0294;UTM  16      - 3,493,703.129   760,866.609   MT  1.00043941   +1 26 19.0
 BT0294
 BT0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0294!SPC GA W     -   0.99999457  x   0.99990081  =   0.99989538
 BT0294!UTM  16      -   0.99999457  x   1.00043941  =   1.00043398
 BT0294
 BT0294:                Primary Azimuth Mark                     Grid Az
 BT0294:SPC GA W     -  BV 047 200 AZ MK                         002 28 10.6
 BT0294:UTM  16      -  BV 047 200 AZ MK                         000 59 10.8
 BT0294
 BT0294|---------------------------------------------------------------------|
 BT0294| PID    Reference Object                     Distance      Geod. Az  |
 BT0294|                                                           dddmmss.s |
 BT0294| BT0293 BV 047 200 AZ MK                    APPROX. 0.9 KM 0022529.8 |
 BT0294| BT1633 BV 047 200 GADT 1973 PTA             13.058 METERS 04415     |
 BT0294| BT1572 ALBANY CONCRETE INDUS RAD MAST      APPROX. 7.2 KM 0630816.0 |
 BT0294|---------------------------------------------------------------------|
 BT0294
 BT0294                          SUPERSEDED SURVEY CONTROL
 BT0294
 BT0294  NAD 83(1986)-  31 32 55.78576(N)    084 15 07.40393(W) AD(       ) 2
 BT0294  NAD 27      -  31 32 55.15961(N)    084 15 07.72403(W) AD(       ) 2
 BT0294  NGVD 29 (??/??/92)   61.725  (m)          202.51   (f) ADJ UNCH    2 2
 BT0294
 BT0294.Superseded values are not recommended for survey control.
 BT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0294.See file dsdata.txt to determine how the superseded data were derived.
 BT0294
 BT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6086793703(NAD 83)
 BT0294_MARKER: DD = SURVEY DISK
 BT0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0294_SP_SET: CONCRETE POST
 BT0294_STAMPING: BV 047-200
 BT0294_MARK LOGO: GADT  
 BT0294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0294+STABILITY: SURFACE MOTION
 BT0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT0294+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 BT0294
 BT0294  HISTORY     - Date     Condition        Report By
 BT0294  HISTORY     - 1973     MONUMENTED       GADT
 BT0294  HISTORY     - 1974     GOOD             NGS
 BT0294  HISTORY     - 19880701 GOOD             HOBBS
 BT0294  HISTORY     - 1989     GOOD             USPSQD
 BT0294  HISTORY     - 19900301 GOOD             HOBBS
 BT0294
 BT0294                          STATION DESCRIPTION
 BT0294
 BT0294'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT0294'THE STATION IS ABOUT 6.2 MILES WEST AND 2.0 MILES SOUTH OF
 BT0294'ALBANY, 11.9 MILES SOUTH AND 5.9 MILES EAST OF SASSER, 10.6
 BT0294'MILES SOUTH AND 7.6 MILES EAST OF CHICKASAWHATCHEE.
 BT0294'
 BT0294'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH SLAPPEY AND
 BT0294'PAVED COUNTY ROAD NO. S-1636 FOR 1.25 MILES TO PAVED COUNTY ROAD
 BT0294'NO. 33, PROCEED WEST ON PAVED COUNTY ROAD NO. 33 FOR 1.6 MILE
 BT0294'TO DIRT COUNTY ROAD NO. 20 PROCEED WEST ON DIRT COUNTY ROAD
 BT0294'NO. 20 FOR 1.7 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BT0294'AZIMUTH MARK PROCEED NORTH ON DIRT COUNTY ROAD NO. 20 FROM THE
 BT0294'STATION FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT0294'
 BT0294'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT0294'OF TRANSPORTATION, STAMPED 047-200.  THE SURFACE DISK IS SET IN
 BT0294'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT0294'WITH THE GROUND.  IT IS 3.8 FEET WEST OF THE WITNESS POST, 4.4
 BT0294'FEET EAST OF THE FENCE AND 10.5 FEET NORTH OF THE FENCE CORNER.
 BT0294'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.78
 BT0294'FEET BELOW THE SURFACE DISK.
 BT0294'
 BT0294'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT0294'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT0294'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT0294'GROUND.  IT IS 41.0 FEET EAST OF THE CENTERLINE OF THE DIRT
 BT0294'ROAD, 4.6 FEET SOUTHEAST OF THE POWER POLE AND 500.0 FEET SOUTH
 BT0294'OF THE CENTERLINE OF THE RAILROAD.
 BT0294'
 BT0294'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 BT0294
 BT0294                          STATION RECOVERY (1974)
 BT0294
 BT0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0294'5.2 MI SW FROM ALBANY.
 BT0294'0.7 MILES SOUTH ALONG SOUTH SLAPPEY DRIVE TO OLD PRETORIA ROAD
 BT0294'FROM THE POST OFFICE AT ALBANY, THENCE 1.25 MILES WEST ALONG OLD
 BT0294'PRETORIA ROAD TO OAKRIDGE DRIVE, THENCE 3.3 MILES WEST ALONG
 BT0294'OAKRIDGE DRIVE TO THE END OF OAKRIDGE DRIVE AND LOCKETT STATION
 BT0294'ROAD NORTH, 100 FEET WEST OF JUNCTION OF OAKRIDGE DRIVE AND
 BT0294'LOCKETT STATION ROAD, 10.5 FEET NORTHEAST OF A FENCE CORNER POST,
 BT0294'4.4 FEET EAST OF A FENCE, 3.8 FEET WEST OF METAL WITNESS POST
 BT0294'WITH SIGN, SET IN TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF
 BT0294'THE GROUND AND ABOUT 5-FEET ABOVE THE LEVEL OF THE ROADS.
 BT0294
 BT0294                          STATION RECOVERY (1988)
 BT0294
 BT0294'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 BT0294'STATION RECOVERED ABOUT 2 MI (3.22 KM) WEST OF ALBANY IN
 BT0294'DOUGHERTY COUNTY, GEORGIA. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT0294'TO REACH STATION FROM INTERSECTION OF WESTOVER ROAD AND OAKRIDGE ROAD,
 BT0294'GO WEST ON OAKRIDGE ROAD FOR 1.6 MI (2.57 KM) TO JUNCTION OF OAKRIDGE
 BT0294'AND LOCKETT STATION ROADS. STATION IS ON SOUTH SIDE OF T-INTERSECTION
 BT0294'NEAR FENCEROW.
 BT0294'STATION IS A GEORGIA DEPT. OF HIGHWAYS BRASS DISK STAMPED---BV 047
 BT0294'200---SURFACE DISK FLUSH WITH GROUND ATOP 10-INCH DIAMETER ROUND
 BT0294'MONUMENT. UNDERGROUND MARK SET IN IRREGULAR CONCRETE MASS 1.78 FT
 BT0294'(0.54 M) BELOW SURFACE DISK.
 BT0294'STATION LOCATED 3.8 FT (1.16 M) WEST OF WITNESS POST, 52 FT (15.85 M)
 BT0294'SOUTH OF WESTERLY PROJECTION OF CENTERLINE OF PAVEMENT OF OAKRIDGE
 BT0294'DRIVE, 40 FT (12.19 M) WEST OF SOUTHERLY PROJECTION OF CENTERLINE OF
 BT0294'LOCKETT STATION ROAD, 76.5 FT (23.32 M) WEST OF A POWER POLE, 10.5 FT
 BT0294'(3.20 M) NORTH OF A FENCE.
 BT0294
 BT0294                          STATION RECOVERY (1989)
 BT0294
 BT0294'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0294'RECOVERED IN GOOD CONDITION.
 BT0294
 BT0294                          STATION RECOVERY (1990)
 BT0294
 BT0294'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT0294'STATION IS ABOUT 6 MILES (9.7 KM) WSW OF DOWNTOWN ALBANY.  TO REACH
 BT0294'FROM THE INTERSECTION OF WESTOVER AND OAKRIDGE ROADS, GO WEST ON
 BT0294'OAKRIDGE ROAD FOR 1.6 MI (2.6 KM) TO LOCKETT STATION ROAD AND STATION
 BT0294'ON THE LEFT OR SOUTH SIDE OF T-INTERSECTION NEAR FENCEROW, 10 INCH
 BT0294'DIAMETER MONUMENT FLUSH WITH GROUND (UNDERGROUND MARK SET IN IRREGULAR
 BT0294'CONCRETE MASS 1.78 FT (0.54 M) BELOW SURFACE DISK), 3.8 FT (1.2 M)
 BT0294'WEST OF WITNESS POST, 52 FT (15.8 M) SOUTH OF WESTERLY PROJECTION OF
 BT0294'OAKRIDGE DRIVE, 40 FT (12.2 M) WEST OF SOUTHERLY PROJECTION OF LOCKETT
 BT0294'STATION ROAD, 76.5 FT (23.3 M) WEST OF A POWER POLE, 10.5 FT (3.2 M)
 BT0294'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0293 ***********************************************************************
 BT0293  DESIGNATION -  BV 047 200 AZ MK
 BT0293  PID         -  BT0293
 BT0293  STATE/COUNTY-  GA/DOUGHERTY
 BT0293  USGS QUAD   -  PRETORIA (1988)
 BT0293
 BT0293                         *CURRENT SURVEY CONTROL
 BT0293  ___________________________________________________________________
 BT0293* NAD 83(1994)-  31 33 25.33839(N)    084 15 05.93614(W)     ADJUSTED  
 BT0293* NAVD 88     -        58.086  (meters)     190.57   (feet)  ADJUSTED  
 BT0293  ___________________________________________________________________
 BT0293  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT0293  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT0293  DYNAMIC HT  -          58.016 (meters)     190.34  (feet)  COMP
 BT0293  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 BT0293
 BT0293  HORZ ORDER  -  SECOND
 BT0293  VERT ORDER  -  SECOND    CLASS II
 BT0293
 BT0293.The horizontal coordinates were established by classical geodetic methods
 BT0293.and adjusted by the National Geodetic Survey in September 1997..
 BT0293.No horizontal observational check was made to the station.
 BT0293
 BT0293.The orthometric height was determined by differential leveling
 BT0293.and adjusted by the National Geodetic Survey in June 1991..
 BT0293
 BT0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0293
 BT0293.The geoid height was determined by GEOID03.
 BT0293
 BT0293.The dynamic height is computed by dividing the NAVD 88
 BT0293.geopotential number by the normal gravity value computed on the
 BT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0293.degrees latitude (g = 980.6199 gals.).
 BT0293
 BT0293.The modeled gravity was interpolated from observed gravity values.
 BT0293
 BT0293;                    North         East     Units Scale Factor Converg.
 BT0293;SPC GA W     -   172,608.024   691,932.199   MT  0.99990080   -0 02 40.1
 BT0293;SPC GA W     -   566,298.16  2,270,114.22   sFT  0.99990080   -0 02 40.1
 BT0293;UTM  16      - 3,494,614.583   760,882.299   MT  1.00043951   +1 26 21.0
 BT0293
 BT0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0293!SPC GA W     -   0.99999512  x   0.99990080  =   0.99989592
 BT0293!UTM  16      -   0.99999512  x   1.00043951  =   1.00043463
 BT0293
 BT0293                          SUPERSEDED SURVEY CONTROL
 BT0293
 BT0293  NAD 83(1986)-  31 33 25.34359(N)    084 15 05.94201(W) AD(       ) 2
 BT0293  NGVD 29 (??/??/92)   58.236  (m)          191.06   (f) ADJ UNCH    2 2
 BT0293
 BT0293.Superseded values are not recommended for survey control.
 BT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0293.See file dsdata.txt to determine how the superseded data were derived.
 BT0293
 BT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6088294615(NAD 83)
 BT0293_MARKER: DZ = AZIMUTH MARK DISK
 BT0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0293_SP_SET: CONCRETE POST
 BT0293_STAMPING: AZI
 BT0293_MARK LOGO: GADT  
 BT0293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0293+STABILITY: SURFACE MOTION
 BT0293
 BT0293  HISTORY     - Date     Condition        Report By
 BT0293  HISTORY     - 1973     MONUMENTED       GADT
 BT0293  HISTORY     - 1974     GOOD             NGS
 BT0293  HISTORY     - 1989     GOOD             USPSQD
 BT0293  HISTORY     - 1990     GOOD             USPSQD
 BT0293  HISTORY     - 19900501 GOOD             HOBBS
 BT0293
 BT0293                          STATION DESCRIPTION
 BT0293
 BT0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0293'0.7 MILE SOUTH ALONG SOUTH SLAPPEY DRIVE TO OLD PRETORIA ROAD FROM
 BT0293'THE POST OFFICE AT ALBANY, THENCE 1.25 MILES WEST ALONG OLD PRETORIA
 BT0293'ROAD TO OAKRIDGE DRIVE, THENCE 3.3 MILES WEST ALONG OAKRIDGE DRIVE
 BT0293'TO LOCKETT STATION DRIVE, THENCE 0.6 MILE NORTH ALONG LOCKETT
 BT0293'STATION DRIVE, 500 FEET SOUTH OF CENTER LINE OF CROSSING OF
 BT0293'THE CENTRAL OF GEORGIA RAILROAD, 41 FEET EAST OF CENTERLINE OF
 BT0293'LOCKETT STATION DRIVE, 4.6 FEET SOUTHEAST OF A POWERLINE POLE,
 BT0293'12.1 FEET NORTH OF METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 BT0293'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 BT0293'ROAD.
 BT0293
 BT0293                          STATION RECOVERY (1989)
 BT0293
 BT0293'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0293'RECOVERED IN GOOD CONDITION.
 BT0293
 BT0293                          STATION RECOVERY (1990)
 BT0293
 BT0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0293'RECOVERED IN GOOD CONDITION.
 BT0293
 BT0293                          STATION RECOVERY (1990)
 BT0293
 BT0293'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT0293'MARK RECOVERED ON LOCKETT STATION ROAD ABOUT 2 MI
 BT0293'(3.22 KM) WEST OF ALBANY IN DOUGHERTY COUNTY, GEORGIA. MARK IS
 BT0293'AZIMUTH MARK FOR STATION---BV 047-200.
 BT0293'TO REACH MARK FROM THE JUNCTION OF WESTOVER ROAD AND OAKRIDGE ROAD, GO
 BT0293'WEST ON OAKRIDGE FOR 1.6 MI (2.57 KM) TO THE JUNCTION OF OAKRIDGE AND
 BT0293'LOCKETT STATION ROADS, TURN RIGHT (NORTH) ON LOCKETT STATION AND GO
 BT0293'0.57 MI (0.92 KM) TO MARK ON RIGHT (EAST) SIDE OF ROAD NEAR RAILROAD
 BT0293'CROSSING.
 BT0293'MARK IS GEORGIA DEPT. OF TRANSPORTATION BRASS DISK STAMPED---AZI---SET
 BT0293'IN TOP OF 10-INCH DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH
 BT0293'GROUND. MARK IS 40.5 FT (12.34 M) EAST OF CENTERLINE OF LOCKETT
 BT0293'STATION ROAD, 5.0 FT (1.52 M) SOUTHEAST OF A POWER POLE, AND ABOUT
 BT0293'500 FT (152.40 M) SOUTH OF CENTERLINE OF A RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1628 ***********************************************************************
 BT1628  DESIGNATION -  BV 047 201
 BT1628  PID         -  BT1628
 BT1628  STATE/COUNTY-  GA/DOUGHERTY
 BT1628  USGS QUAD   -  PRETORIA (1988)
 BT1628
 BT1628                         *CURRENT SURVEY CONTROL
 BT1628  ___________________________________________________________________
 BT1628* NAD 83(1994)-  31 34 42.80403(N)    084 17 19.81498(W)     ADJUSTED  
 BT1628* NAVD 88     -        64.332  (meters)     211.06   (feet)  ADJUSTED  
 BT1628  ___________________________________________________________________
 BT1628  X           -     541,225.426 (meters)                     COMP
 BT1628  Y           -  -5,411,711.101 (meters)                     COMP
 BT1628  Z           -   3,320,730.210 (meters)                     COMP
 BT1628  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BT1628  ELLIP HEIGHT-          37.41  (meters)          (09/03/97) GPS OBS
 BT1628  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT1628  DYNAMIC HT  -          64.255 (meters)     210.81  (feet)  COMP
 BT1628  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 BT1628
 BT1628  HORZ ORDER  -  SECOND
 BT1628  VERT ORDER  -  SECOND    CLASS II
 BT1628  ELLP ORDER  -  FOURTH    CLASS II
 BT1628
 BT1628.The horizontal coordinates were established by classical geodetic methods
 BT1628.and adjusted by the National Geodetic Survey in September 1997..
 BT1628
 BT1628.The orthometric height was determined by differential leveling
 BT1628.and adjusted by the National Geodetic Survey in November 1996..
 BT1628
 BT1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1628
 BT1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1628
 BT1628.The ellipsoidal height was determined by GPS observations
 BT1628.and is referenced to NAD 83.
 BT1628
 BT1628.The geoid height was determined by GEOID03.
 BT1628
 BT1628.The dynamic height is computed by dividing the NAVD 88
 BT1628.geopotential number by the normal gravity value computed on the
 BT1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1628.degrees latitude (g = 980.6199 gals.).
 BT1628
 BT1628.The modeled gravity was interpolated from observed gravity values.
 BT1628
 BT1628;                    North         East     Units Scale Factor Converg.
 BT1628;SPC GA W     -   174,997.054   688,404.358   MT  0.99990166   -0 03 50.3
 BT1628;SPC GA W     -   574,136.17  2,258,539.96   sFT  0.99990166   -0 03 50.3
 BT1628;UTM  16      - 3,496,912.654   757,291.878   MT  1.00041656   +1 25 13.9
 BT1628
 BT1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1628!SPC GA W     -   0.99999413  x   0.99990166  =   0.99989579
 BT1628!UTM  16      -   0.99999413  x   1.00041656  =   1.00041068
 BT1628
 BT1628:                Primary Azimuth Mark                     Grid Az
 BT1628:SPC GA W     -  BV 047 201 AZ MK                         012 05 34.6
 BT1628:UTM  16      -  BV 047 201 AZ MK                         010 36 30.4
 BT1628
 BT1628|---------------------------------------------------------------------|
 BT1628| PID    Reference Object                     Distance      Geod. Az  |
 BT1628|                                                           dddmmss.s |
 BT1628| BT2354 BV 047 201 AZ MK                    APPROX. 0.8 KM 0120144.3 |
 BT1628| BT1627 BV 047 201 GADT 1973 PTA              8.243 METERS 22818     |
 BT1628|---------------------------------------------------------------------|
 BT1628
 BT1628                          SUPERSEDED SURVEY CONTROL
 BT1628
 BT1628  NAD 83(1986)-  31 34 42.81017(N)    084 17 19.82165(W) AD(       ) 2
 BT1628  NAD 27      -  31 34 42.18809(N)    084 17 20.13702(W) AD(       ) 2
 BT1628  NGVD 29 (03/24/92)   64.5    (m)          212.     (f) GPS OBS        
 BT1628
 BT1628.Superseded values are not recommended for survey control.
 BT1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1628.See file dsdata.txt to determine how the superseded data were derived.
 BT1628
 BT1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5729296913(NAD 83)
 BT1628_MARKER: DD = SURVEY DISK
 BT1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1628_SP_SET: CONCRETE POST
 BT1628_STAMPING: BV 047-201
 BT1628_MARK LOGO: GADT  
 BT1628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1628+STABILITY: SURFACE MOTION
 BT1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1628+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 BT1628
 BT1628  HISTORY     - Date     Condition        Report By
 BT1628  HISTORY     - 1973     MONUMENTED       GADT
 BT1628  HISTORY     - 1973     GOOD             GADT
 BT1628  HISTORY     - 19880701 GOOD             HOBBS
 BT1628  HISTORY     - 19900301 GOOD             HOBBS
 BT1628
 BT1628                          STATION DESCRIPTION
 BT1628
 BT1628'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1628'THE STATION IS ABOUT 10.0 MILES SOUTH AND 3.7 MILES EAST OF SASSER,
 BT1628'8.3 MILES WEST AND 0.1 MILE SOUTH OF ALBANY, 8.6 MILES SOUTH AND
 BT1628'5.4 EAST OF CHICKASAWHATCHEE.
 BT1628'
 BT1628'TO REACH THE STATION FROM THE JUNCTION OF SLAPPEY BOULEVARD AND
 BT1628'STATE HIGHWAY 234 IN ALBANY, GO WEST ON HIGHWAY 234 FOR 6.8 MILES
 BT1628'TO THE JUNCTION WITH COUNTY ROAD 91186.  TURN LEFT AND GO SOUTH ON
 BT1628'ROAD 91186 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 BT1628'
 BT1628'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 BT1628'ROAD 91186 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 BT1628'
 BT1628'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT OF
 BT1628'TRANSPORTATION, STAMPED 047-201.  THE SURFACE DISK IS SET IN THE
 BT1628'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1628'WITH THE GROUND.  IT IS 2.6 FEET NORTH OF A WITNESS POST, 28.4
 BT1628'FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 91186 AND 6.0 FEET
 BT1628'NORTHWEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1628'MASS OF CONCRETE 2.1 FEET BELOW THE SURFACE OF THE GROUND.
 BT1628'
 BT1628'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1628'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1628'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND. IT
 BT1628'IS 20.0 FEET WEST OF THE CENTER OF COUNTY ROAD 91186, 52.5 FEET
 BT1628'SOUTH OF THE CENTER OF STATE HIGHWAY 234 AND 72.3 FEET WEST OF
 BT1628'THE WEST CORNER OF A BLOCK STORE BUILDING.
 BT1628'
 BT1628'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 BT1628
 BT1628                          STATION RECOVERY (1973)
 BT1628
 BT1628'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973
 BT1628'RECOVERED IN GOOD CONDITION.
 BT1628
 BT1628                          STATION RECOVERY (1988)
 BT1628
 BT1628'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 BT1628'STATION RECOVERED IN WESTERN DOUGHERTY COUNTY, GEORGIA
 BT1628'ABOUT 6 MI (9.66 KM) WEST OF ALBANY. ADDITIONAL DESCRIPTION NOTES
 BT1628'FOLLOW.
 BT1628'TO REACH STATION FROM THE INTERSECTION OF GILLIONVILLE ROAD (STATE
 BT1628'HIGHWAY 234) AND EIGHT MILE ROAD, GO SOUTH ON EIGHT MILE ROAD FOR 0.5
 BT1628'MI (0.80 KM) TO STATION ON EAST SIDE OF ROAD.
 BT1628'STATION MARK IS GEORGIA DEPT. OF TRANSPORTATION BRASS DISK
 BT1628'STAMPED---BV 047-201---SURFACE DISK SET ATOP A 10-INCH DIAMETER ROUND
 BT1628'CONCRETE MONUMENT SET FLUSH WITH GROUND.
 BT1628'STATION IS 2.6 FT (0.79 M) NORTH OF A WITNESS POST, 28.4 FT (8.66 M)
 BT1628'SOUTHEAST OF CENTERLINE OF EIGHT MILE ROAD, 6.0 FT (1.83 M) NORTHWEST
 BT1628'OF A FENCE. UNDERGROUND MARK SET IN IRREGULAR CONCRETE MASS 2.1 FT
 BT1628'(0.64 M) BELOW SURFACE MARK.
 BT1628
 BT1628                          STATION RECOVERY (1990)
 BT1628
 BT1628'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT1628'STATION IS ABOUT 8 MILES (12.9 KM) WEST OF DOWNTOWN ALBANY.  TO REACH
 BT1628'FROM THE INTERSECTION OF GILLIONVILLE ROAD (STATE ROUTE 234) AND EIGHT
 BT1628'MILE ROAD, GO SOUTH ON EIGHT MILE ROAD FOR 0.5 MI (0.8 KM) TO STATION
 BT1628'ON THE LEFT IN 10-INCH DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND,
 BT1628'2.6 FT (0.8 M) NORTH OF A WITNESS POST, 28.4 FT (8.7 M) SE OF EIGHT
 BT1628'MILE ROAD, 6.0 FT (1.8 M) NW OF A FENCE.  UNDERGROUND MARK SET 2.1 FT
 BT1628'(0.6 M) BELOW SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2354 ***********************************************************************
 BT2354  DESIGNATION -  BV 047 201 AZ MK
 BT2354  PID         -  BT2354
 BT2354  STATE/COUNTY-  GA/DOUGHERTY
 BT2354  USGS QUAD   -  PRETORIA (1988)
 BT2354
 BT2354                         *CURRENT SURVEY CONTROL
 BT2354  ___________________________________________________________________
 BT2354* NAD 83(1994)-  31 35 08.00759(N)    084 17 13.54120(W)     ADJUSTED  
 BT2354* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 BT2354  ___________________________________________________________________
 BT2354  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT2354  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BT2354
 BT2354  HORZ ORDER  -  SECOND
 BT2354
 BT2354.The horizontal coordinates were established by classical geodetic methods
 BT2354.and adjusted by the National Geodetic Survey in September 1997..
 BT2354.No horizontal observational check was made to the station.
 BT2354
 BT2354.The orthometric height was scaled from a topographic map.
 BT2354
 BT2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2354
 BT2354.The geoid height was determined by GEOID03.
 BT2354
 BT2354;                    North         East     Units Scale Factor Converg.
 BT2354;SPC GA W     -   175,773.060   688,570.620   MT  0.99990161   -0 03 47.1
 BT2354;SPC GA W     -   576,682.11  2,259,085.44   sFT  0.99990161   -0 03 47.1
 BT2354;UTM  16      - 3,497,693.110   757,438.053   MT  1.00041748   +1 25 18.2
 BT2354
 BT2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2354!SPC GA W     -   0.99999414  x   0.99990161  =   0.99989575
 BT2354!UTM  16      -   0.99999414  x   1.00041748  =   1.00041162
 BT2354
 BT2354                          SUPERSEDED SURVEY CONTROL
 BT2354
 BT2354  NAD 83(1986)-  31 35 08.01372(N)    084 17 13.54779(W) AD(       ) 2
 BT2354
 BT2354.Superseded values are not recommended for survey control.
 BT2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2354.See file dsdata.txt to determine how the superseded data were derived.
 BT2354
 BT2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5743897693(NAD 83)
 BT2354_MARKER: DD = SURVEY DISK
 BT2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2354_SP_SET: CONCRETE POST
 BT2354_STAMPING: BV AZI
 BT2354_MARK LOGO: GADT  
 BT2354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2354+STABILITY: SURFACE MOTION
 BT2354
 BT2354  HISTORY     - Date     Condition        Report By
 BT2354  HISTORY     - 1973     MONUMENTED       GADT
 BT2354  HISTORY     - 19900501 GOOD             HOBBS
 BT2354
 BT2354                          STATION DESCRIPTION
 BT2354
 BT2354'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 BT2354'MARK RECOVERED ABOUT 5 MI (8.05 KM) WEST OF ALBANY IN
 BT2354'DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH MARK FOR STATION---BV
 BT2354'047-201. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT2354'MARK LOCATED IN SOUTHWEST QUADRANT OF THE JUNCTION OF EIGHT MILE ROAD
 BT2354'AND GILLIONVILLE ROAD---STATE HIGHWAY 234---20 FT WEST OF CENTERLINE
 BT2354'OF EIGHT MILE ROAD, 52.5 FT (16.00 M) SOUTH OF CENTERLINE OF
 BT2354'GILLIONVILLE ROAD, 72.3 FT (22.04 M) WEST OF WEST CORNER OF A
 BT2354'CONCRETE BLOCK BUILDING.
 BT2354'MARK IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK SET ATOP A
 BT2354'10-INCH DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0284 ***********************************************************************
 BT0284  DESIGNATION -  BV 047 202
 BT0284  PID         -  BT0284
 BT0284  STATE/COUNTY-  GA/DOUGHERTY
 BT0284  USGS QUAD   -  PRETORIA (1988)
 BT0284
 BT0284                         *CURRENT SURVEY CONTROL
 BT0284  ___________________________________________________________________
 BT0284* NAD 83(1994)-  31 35 08.93140(N)    084 15 41.11791(W)     ADJUSTED  
 BT0284* NAVD 88     -        64.950  (meters)     213.09   (feet)  ADJUSTED  
 BT0284  ___________________________________________________________________
 BT0284  X           -     543,772.762 (meters)                     COMP
 BT0284  Y           -  -5,411,032.685 (meters)                     COMP
 BT0284  Z           -   3,321,416.066 (meters)                     COMP
 BT0284  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BT0284  ELLIP HEIGHT-          38.02  (meters)          (09/03/97) GPS OBS
 BT0284  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT0284  DYNAMIC HT  -          64.872 (meters)     212.83  (feet)  COMP
 BT0284  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BT0284
 BT0284  HORZ ORDER  -  SECOND
 BT0284  VERT ORDER  -  SECOND    CLASS II
 BT0284  ELLP ORDER  -  FOURTH    CLASS II
 BT0284
 BT0284.The horizontal coordinates were established by classical geodetic methods
 BT0284.and adjusted by the National Geodetic Survey in September 1997..
 BT0284
 BT0284.The orthometric height was determined by differential leveling
 BT0284.and adjusted by the National Geodetic Survey in June 1991..
 BT0284
 BT0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT0284
 BT0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0284
 BT0284.The ellipsoidal height was determined by GPS observations
 BT0284.and is referenced to NAD 83.
 BT0284
 BT0284.The geoid height was determined by GEOID03.
 BT0284
 BT0284.The dynamic height is computed by dividing the NAVD 88
 BT0284.geopotential number by the normal gravity value computed on the
 BT0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0284.degrees latitude (g = 980.6199 gals.).
 BT0284
 BT0284.The modeled gravity was interpolated from observed gravity values.
 BT0284
 BT0284;                    North         East     Units Scale Factor Converg.
 BT0284;SPC GA W     -   175,799.114   691,007.187   MT  0.99990100   -0 02 58.7
 BT0284;SPC GA W     -   576,767.59  2,267,079.41   sFT  0.99990100   -0 02 58.7
 BT0284;UTM  16      - 3,497,782.338   759,874.403   MT  1.00043303   +1 26 06.7
 BT0284
 BT0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0284!SPC GA W     -   0.99999403  x   0.99990100  =   0.99989503
 BT0284!UTM  16      -   0.99999403  x   1.00043303  =   1.00042706
 BT0284
 BT0284:                Primary Azimuth Mark                     Grid Az
 BT0284:SPC GA W     -  BV 047 202 AZ MK                         091 48 40.0
 BT0284:UTM  16      -  BV 047 202 AZ MK                         090 19 34.6
 BT0284
 BT0284|---------------------------------------------------------------------|
 BT0284| PID    Reference Object                     Distance      Geod. Az  |
 BT0284|                                                           dddmmss.s |
 BT0284| BT0285 BV 047 202 AZ MK                                   0914541.3 |
 BT0284| BT1632 BV 047 202 GADT 1973 PTA             19.254 METERS 09940     |
 BT0284|---------------------------------------------------------------------|
 BT0284
 BT0284                          SUPERSEDED SURVEY CONTROL
 BT0284
 BT0284  NAD 83(1986)-  31 35 08.93751(N)    084 15 41.12420(W) AD(       ) 2
 BT0284  NAD 27      -  31 35 08.31520(N)    084 15 41.44194(W) AD(       ) 2
 BT0284  NGVD 29 (??/??/92)   65.098  (m)          213.58   (f) ADJ UNCH    2 2
 BT0284
 BT0284.Superseded values are not recommended for survey control.
 BT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0284.See file dsdata.txt to determine how the superseded data were derived.
 BT0284
 BT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5987497782(NAD 83)
 BT0284_MARKER: DD = SURVEY DISK
 BT0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0284_SP_SET: CONCRETE POST
 BT0284_STAMPING: BV 047-202
 BT0284_MARK LOGO: GADT  
 BT0284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0284+STABILITY: SURFACE MOTION
 BT0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT0284+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 BT0284
 BT0284  HISTORY     - Date     Condition        Report By
 BT0284  HISTORY     - 1973     MONUMENTED       GADT
 BT0284  HISTORY     - 1974     GOOD             NGS
 BT0284  HISTORY     - 19880701 GOOD             HOBBS
 BT0284  HISTORY     - 1989     GOOD             USPSQD
 BT0284  HISTORY     - 1990     GOOD             USPSQD
 BT0284  HISTORY     - 19900301 GOOD             HOBBS
 BT0284
 BT0284                          STATION DESCRIPTION
 BT0284
 BT0284'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT0284'THE STATION IS ABOUT 6.8 MILES WEST AND 0.8 MILE NORTH OF ALBANY,
 BT0284'8.0 MILES SOUTH AND 6.8 MILES EAST OF CHICKASAWHATCHEE, 9.2 MILES
 BT0284'SOUTH AND 5.4 MILES EAST OF SASSER.
 BT0284'
 BT0284'TO REACH THE STATION FROM THE INTERSECTION OF SLAPPEY DRIVE AND GA
 BT0284'234 IN ALBANY, PROCEED WEST ON GA 234 FOR 5.25 MILES TO THE STATION
 BT0284'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST ON GA 234
 BT0284'FROM THE STATION FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT0284'
 BT0284'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT0284'TRANSPORTATION STAMPED 047-202.  THE SURFACE DISK IS SET IN THE TOP
 BT0284'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT0284'GROUND.  IT IS 4.8 FEET SOUTH OF THE FENCE, 47.0 FEET NORTH OF THE
 BT0284'CENTERLINE OF THE PAVED ROAD AND 4.0 FEET EAST OF THE WITNESS
 BT0284'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT0284'CONCRETE 1.86 FEET BELOW THE SURFACE DISK.
 BT0284'
 BT0284'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT0284'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT0284'CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 39.0
 BT0284'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 13.0 FEET NORTH OF
 BT0284'THE FENCE AND 8.0 FEET WEST OF THE POWER POLE.
 BT0284'
 BT0284'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 BT0284
 BT0284                          STATION RECOVERY (1974)
 BT0284
 BT0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0284'AT ALBANY.
 BT0284'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE TO
 BT0284'THE JUNCTION OF GILLIONVILLE ROAD, THENCE 5.25 MILES WEST ALONG
 BT0284'GILLIONVILLE ROAD TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY.
 BT0284'47.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  4.8 FEET
 BT0284'SOUTH OF A FENCE.  4.0 FEET EAST OF A WITNESS POST AND ABOUT
 BT0284'LEVEL WITH THE GROUND.  SET IN THE TOP OF A CONCRETE POST.
 BT0284
 BT0284                          STATION RECOVERY (1988)
 BT0284
 BT0284'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 BT0284'STATION RECOVERED 3 MI (4.83 KM) WEST OF ALBANY IN
 BT0284'DOUGHERTY COUNTY, GEORGIA. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT0284'TO REACH STATION FROM THE INTERSECTION OF GILLIONVILLE ROAD (STATE
 BT0284'HIGHWAY 234) AND LOCKETT STATION ROAD, GO WEST ON GILLIONVILLE ROAD
 BT0284'FOR 0.55 MI (0.89 KM) TO THE STATION ON NORTH (RIGHT) SIDE OF ROAD.
 BT0284'STATION IS GEORGIA DEPT. OF TRANSPORTATION BRASS DISK STAMPED---BV
 BT0284'047-202---SURFACE DISK SET ATOP A 10-INCH DIAMETER ROUND CONCRETE
 BT0284'MONUMENT SET FLUSH WITH GROUND.
 BT0284'STATION IS LOCATED 4.3 FT (1.31 M) SOUTH OF A WITNESS POST, 47 FT
 BT0284'(14.33 M) NORTH OF CENTERLINE OF GILLIONVILLE ROAD, 4.3 FT (1.31 M)
 BT0284'WEST OF A FENCE, 131 FT (39.93 M) NORTHWEST OF POWER POLE NO.
 BT0284'P-8-79/SP 6/H-1/86. UNDERGROUND DISK SET IN IRREGULAR CONCRETE MASS
 BT0284'BELOW SURFACE DISK.
 BT0284
 BT0284                          STATION RECOVERY (1989)
 BT0284
 BT0284'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0284'RECOVERED IN GOOD CONDITION.
 BT0284
 BT0284                          STATION RECOVERY (1990)
 BT0284
 BT0284'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0284'RECOVERED IN GOOD CONDITION.
 BT0284
 BT0284                          STATION RECOVERY (1990)
 BT0284
 BT0284'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT0284'STATION IS 6 MILES (9.7 KM) WEST OF ALBANY.  TO REACH FROM THE
 BT0284'JUNCTION OF BUSINESS US 19 AND STATE ROUTE 234, SLAPPEY BLVD AND
 BT0284'GILLIONVILLE RD, 0.15 MILE (0.24 KM) SOUTH OF DAWSON RD AND JUST NORTH
 BT0284'OF RR TRACKS, TRAVEL 5.05 MILES (8.13 KM) WEST ON SR 234 TO THE MARK
 BT0284'ON THE RIGHT, 0.55 MI (0.89 KM) WEST OF BLINKING LIGHT AT LOCKETT
 BT0284'STATION RD, ON GRASS BANK FLUSH WITH GROUND, 4.3 FT (1.3 M) SOUTH OF A
 BT0284'WITNESS POST, 47 FT (14.3 M) NORTH OF TWO-LANE SR 234, 131 FT (39.9 M)
 BT0284'NW OF A POLE, 4 FT (1.2 M) ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0285 ***********************************************************************
 BT0285  DESIGNATION -  BV 047 202 AZ MK
 BT0285  PID         -  BT0285
 BT0285  STATE/COUNTY-  GA/DOUGHERTY
 BT0285  USGS QUAD   -  PRETORIA (1988)
 BT0285
 BT0285                         *CURRENT SURVEY CONTROL
 BT0285  ___________________________________________________________________
 BT0285* NAD 83(1986)-  31 35 08.     (N)    084 15 08.     (W)     SCALED    
 BT0285* NAVD 88     -        67.395  (meters)     221.11   (feet)  ADJUSTED  
 BT0285  ___________________________________________________________________
 BT0285  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT0285  DYNAMIC HT  -          67.314 (meters)     220.85  (feet)  COMP
 BT0285  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 BT0285
 BT0285  VERT ORDER  -  SECOND    CLASS II
 BT0285
 BT0285.The horizontal coordinates were scaled from a topographic map and have
 BT0285.an estimated accuracy of +/- 6 seconds.
 BT0285
 BT0285.The orthometric height was determined by differential leveling
 BT0285.and adjusted by the National Geodetic Survey in June 1991..
 BT0285
 BT0285.The geoid height was determined by GEOID03.
 BT0285
 BT0285.The dynamic height is computed by dividing the NAVD 88
 BT0285.geopotential number by the normal gravity value computed on the
 BT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0285.degrees latitude (g = 980.6199 gals.).
 BT0285
 BT0285.The modeled gravity was interpolated from observed gravity values.
 BT0285
 BT0285;                    North         East    Units  Estimated Accuracy
 BT0285;SPC GA W     -   175,770.      691,880.      MT  (+/- 180 meters Scaled)
 BT0285
 BT0285                          SUPERSEDED SURVEY CONTROL
 BT0285
 BT0285  NGVD 29 (??/??/92)   67.543  (m)          221.60   (f) ADJ UNCH    2 2
 BT0285
 BT0285.Superseded values are not recommended for survey control.
 BT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0285.See file dsdata.txt to determine how the superseded data were derived.
 BT0285
 BT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV607977(NAD 83)
 BT0285_MARKER: DD = SURVEY DISK
 BT0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0285_STAMPING: AZI
 BT0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0285+STABILITY: SURFACE MOTION
 BT0285
 BT0285  HISTORY     - Date     Condition        Report By
 BT0285  HISTORY     - 1973     MONUMENTED       GADT
 BT0285  HISTORY     - 1974     GOOD             NGS
 BT0285
 BT0285                          STATION DESCRIPTION
 BT0285
 BT0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0285'6.2 MI NW FROM ALBANY.
 BT0285'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE AT
 BT0285'ALBANY TO THE JUNCTION OF GILLIONVILLE ROAD, THENCE 4.7 MILES
 BT0285'WEST ALONG GILLIONVILLE ROAD TO THE JUNCTION OF LOCKETT STATION
 BT0285'ROAD, 330 FEET WEST OF THE CENTERLINE OF LOCKETT STATION ROAD, 39
 BT0285'FEET SOUTH OF CENTERLINE OF GILLIONVILLE ROAD, 13 FEET NORTH OF
 BT0285'A FENCE, 8 FEET WEST OF A POWER LINE POLE, SET IN TOP OF A CONCRETE
 BT0285'POST FLUSH AND ABOUT 3-FEET ABOVE THE LEVEL OF GILLIONVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1586 ***********************************************************************
 BT1586  DESIGNATION -  BV 047 203
 BT1586  PID         -  BT1586
 BT1586  STATE/COUNTY-  GA/DOUGHERTY
 BT1586  USGS QUAD   -  ALBANY WEST (1988)
 BT1586
 BT1586                         *CURRENT SURVEY CONTROL
 BT1586  ___________________________________________________________________
 BT1586* NAD 83(1994)-  31 34 02.35389(N)    084 13 58.83708(W)     ADJUSTED  
 BT1586* NAVD 88     -        64.3    (meters)     211.     (feet)  VERTCON   
 BT1586  ___________________________________________________________________
 BT1586  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT1586  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BT1586
 BT1586  HORZ ORDER  -  SECOND
 BT1586
 BT1586.The horizontal coordinates were established by classical geodetic methods
 BT1586.and adjusted by the National Geodetic Survey in September 1997..
 BT1586
 BT1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1586
 BT1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1586
 BT1586.The geoid height was determined by GEOID03.
 BT1586
 BT1586;                    North         East     Units Scale Factor Converg.
 BT1586;SPC GA W     -   173,746.756   693,702.350   MT  0.99990049   -0 02 05.0
 BT1586;SPC GA W     -   570,034.15  2,275,921.79   sFT  0.99990049   -0 02 05.0
 BT1586;UTM  16      - 3,495,799.417   762,623.317   MT  1.00045076   +1 26 57.7
 BT1586
 BT1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1586!SPC GA W     -   0.99999413  x   0.99990049  =   0.99989463
 BT1586!UTM  16      -   0.99999413  x   1.00045076  =   1.00044489
 BT1586
 BT1586|---------------------------------------------------------------------|
 BT1586| PID    Reference Object                     Distance      Geod. Az  |
 BT1586|                                                           dddmmss.s |
 BT1586| BT1585 BV 047 203 GADT 1973 PTA              5.682 METERS 24223     |
 BT1586| CY8410 BV 047 203 AZ MK                                   3492426.7 |
 BT1586|---------------------------------------------------------------------|
 BT1586
 BT1586                          SUPERSEDED SURVEY CONTROL
 BT1586
 BT1586  NAD 83(1986)-  31 34 02.35950(N)    084 13 58.84325(W) AD(       ) 2
 BT1586  NAD 27      -  31 34 01.73465(N)    084 13 59.16464(W) AD(       ) 2
 BT1586  NGVD 29 (07/19/86)   64.5    (m)          212.     (f) VERT ANG       
 BT1586
 BT1586.Superseded values are not recommended for survey control.
 BT1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1586.See file dsdata.txt to determine how the superseded data were derived.
 BT1586
 BT1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6262395799(NAD 83)
 BT1586_MARKER: DD = SURVEY DISK
 BT1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1586
 BT1586  HISTORY     - Date     Condition        Report By
 BT1586  HISTORY     - 1973     MONUMENTED       GADT
 BT1586
 BT1586                          STATION DESCRIPTION
 BT1586
 BT1586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1586'THE STATION IS ABOUT 6.1 MILES NORTH AND 6.4 MILES WEST OF PUTNEY,
 BT1586'0.7 MILE SOUTH AND 4.7 MILES WEST OF ALBANY, 10.6 MILES SOUTH AND
 BT1586'7.0 MILES EAST OF SASSER.
 BT1586'
 BT1586'TO REACH THE STATION FROM THE INTERSECTION OF SLAPPEY DRIVE AND
 BT1586'PAVED COUNTY ROAD NO. 1636 IN ALBANY, PROCEED WEST ON PAVED ROAD
 BT1586'NO. 1636 FOR 1.25 MILE TO PAVED COUNTY ROAD NO. 33, TURN AND
 BT1586'PROCEED WEST ON PAVED COUNTY ROAD NO. 33 FOR 2.85 MILES TO THE
 BT1586'RAILROAD TRACKS, PROCEED FOR 0.10 MILE TO PAVED COUNTY ROAD,
 BT1586'TURN LEFT AND PROCEED WEST ON THE PAVED COUNTY ROAD FOR 0.60
 BT1586'MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 BT1586'PROCEED NORTH ON PAVED COUNTY ROAD FROM THE STATION FOR 0.20
 BT1586'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1586'
 BT1586'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1586'TRANSPORTATION, STAMPED 047-203.  THE SURFACE DISK IS SET IN THE
 BT1586'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1586'THE GROUND.  IT IS 36.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1586'ROAD, 25.0 FEET NORTH OF THE FENCE, 4.6 FEET EAST OF THE WITNESS
 BT1586'POST, 26.0 FEET WEST OF THE POWER POLE.  THE UNDERGROUND DISK IS
 BT1586'SET IN AN IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE
 BT1586'DISK.
 BT1586'
 BT1586'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1586'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1586'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BT1586'74.0 FEET NORTH OF THE NORTHEAST CORNER OF THE BRICK HOUSE, 46.0
 BT1586'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND 20.0 FEET SOUTH
 BT1586'OF THE CENTERLINE OF THE COUNTY PAVED ROAD.
 BT1586'
 BT1586'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1643 ***********************************************************************
 BT1643  DESIGNATION -  BV 047 204
 BT1643  PID         -  BT1643
 BT1643  STATE/COUNTY-  GA/DOUGHERTY
 BT1643  USGS QUAD   -  HOLT (1973)
 BT1643
 BT1643                         *CURRENT SURVEY CONTROL
 BT1643  ___________________________________________________________________
 BT1643* NAD 83(1994)-  31 34 38.37091(N)    084 23 47.60887(W)     ADJUSTED  
 BT1643* NAVD 88     -        65.5    (meters)     215.     (feet)  VERTCON   
 BT1643  ___________________________________________________________________
 BT1643  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BT1643  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT1643
 BT1643  HORZ ORDER  -  SECOND
 BT1643
 BT1643.The horizontal coordinates were established by classical geodetic methods
 BT1643.and adjusted by the National Geodetic Survey in September 1997..
 BT1643
 BT1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1643
 BT1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1643
 BT1643.The geoid height was determined by GEOID03.
 BT1643
 BT1643;                    North         East     Units Scale Factor Converg.
 BT1643;SPC GA W     -   174,876.977   678,179.938   MT  0.99990587   -0 07 13.4
 BT1643;SPC GA W     -   573,742.22  2,224,995.35   sFT  0.99990587   -0 07 13.4
 BT1643;UTM  16      - 3,496,527.565   747,069.084   MT  1.00035295   +1 21 50.3
 BT1643
 BT1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1643!SPC GA W     -   0.99999394  x   0.99990587  =   0.99989981
 BT1643!UTM  16      -   0.99999394  x   1.00035295  =   1.00034689
 BT1643
 BT1643:                Primary Azimuth Mark                     Grid Az
 BT1643:SPC GA W     -  BV 047 204 AZ MK                         287 38 31.6
 BT1643:UTM  16      -  BV 047 204 AZ MK                         286 09 27.9
 BT1643
 BT1643|---------------------------------------------------------------------|
 BT1643| PID    Reference Object                     Distance      Geod. Az  |
 BT1643|                                                           dddmmss.s |
 BT1643| CY8411 BV 047 204 AZ MK                                   2873118.2 |
 BT1643| BT1642 BV 047 204 GADT 1973 PTA              8.083 METERS 30230     |
 BT1643|---------------------------------------------------------------------|
 BT1643
 BT1643                          SUPERSEDED SURVEY CONTROL
 BT1643
 BT1643  NAD 83(1986)-  31 34 38.37715(N)    084 23 47.61306(W) AD(       ) 2
 BT1643  NAD 27      -  31 34 37.75803(N)    084 23 47.92485(W) AD(       ) 2
 BT1643  NGVD 29 (07/19/86)   65.6    (m)          215.     (f) VERT ANG       
 BT1643
 BT1643.Superseded values are not recommended for survey control.
 BT1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1643.See file dsdata.txt to determine how the superseded data were derived.
 BT1643
 BT1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4706996528(NAD 83)
 BT1643_MARKER: DD = SURVEY DISK
 BT1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1643
 BT1643  HISTORY     - Date     Condition        Report By
 BT1643  HISTORY     - 1973     MONUMENTED       GADT
 BT1643
 BT1643                          STATION DESCRIPTION
 BT1643
 BT1643'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1643'THE STATION IS ABOUT 6.1 MILES NORTH AND 6.7 MILES EAST OF LEARY,
 BT1643'8.4 MILES SOUTH AND 2.5 MILES EAST OF HEROD, 9.9 MILES SOUTH AND
 BT1643'2.3 MILES WEST OF SASSER.
 BT1643'
 BT1643'TO REACH THE STATION FROM THE INTERSECTION OF GA. 91 WEST (SLAPPEY)
 BT1643'AND GA. 234 IN ALBANY, PROCEED WEST ON GA. 234 FOR 13.7 MILES TO THE
 BT1643'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 BT1643'PROCEED WEST ON GA. 234 FOR 0.3 MILE TO THE AZIMUTH ON THE LEFT.
 BT1643'
 BT1643'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1643'TRANSPORTATION, STAMPED 047-204.  THE SURFACE DISK IS SET IN THE
 BT1643'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1643'THE GROUND.  IT IS 40.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1643'ROAD, 4.4 FEET NORTH OF A WITNESS POST, AND 215.0 FEET SOUTHEAST
 BT1643'OF THE POINT OF CURVE.
 BT1643'
 BT1643'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1643'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1643'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BT1643'27.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 84.0 FEET
 BT1643'SOUTHWEST OF A TELEPHONE PEDESTAL, AND 25.0 FEET NORTHEAST OF A
 BT1643'POWER POLE.
 BT1643'
 BT1643'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1641 ***********************************************************************
 BT1641  DESIGNATION -  BV 047 205
 BT1641  PID         -  BT1641
 BT1641  STATE/COUNTY-  GA/DOUGHERTY
 BT1641  USGS QUAD   -  HOLT (1973)
 BT1641
 BT1641                         *CURRENT SURVEY CONTROL
 BT1641  ___________________________________________________________________
 BT1641* NAD 83(1994)-  31 30 14.25335(N)    084 24 42.48355(W)     ADJUSTED  
 BT1641* NAVD 88     -        57.7    (meters)     189.     (feet)  VERTCON   
 BT1641  ___________________________________________________________________
 BT1641  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BT1641  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT1641
 BT1641  HORZ ORDER  -  SECOND
 BT1641
 BT1641.The horizontal coordinates were established by classical geodetic methods
 BT1641.and adjusted by the National Geodetic Survey in September 1997..
 BT1641
 BT1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1641
 BT1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1641
 BT1641.The geoid height was determined by GEOID03.
 BT1641
 BT1641;                    North         East     Units Scale Factor Converg.
 BT1641;SPC GA W     -   166,746.164   676,714.948   MT  0.99990669   -0 07 41.2
 BT1641;SPC GA W     -   547,066.37  2,220,188.96   sFT  0.99990669   -0 07 41.2
 BT1641;UTM  16      - 3,488,357.949   745,814.431   MT  1.00034533   +1 21 11.4
 BT1641
 BT1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1641!SPC GA W     -   0.99999519  x   0.99990669  =   0.99990188
 BT1641!UTM  16      -   0.99999519  x   1.00034533  =   1.00034052
 BT1641
 BT1641:                Primary Azimuth Mark                     Grid Az
 BT1641:SPC GA W     -  BV 047 205 AZ MK                         270 58 47.9
 BT1641:UTM  16      -  BV 047 205 AZ MK                         269 29 55.3
 BT1641
 BT1641|---------------------------------------------------------------------|
 BT1641| PID    Reference Object                     Distance      Geod. Az  |
 BT1641|                                                           dddmmss.s |
 BT1641| CY8412 BV 047 205 AZ MK                                   2705106.7 |
 BT1641| BT1640 BV 047 205 GADT 1973 PTA             11.522 METERS 30650     |
 BT1641|---------------------------------------------------------------------|
 BT1641
 BT1641                          SUPERSEDED SURVEY CONTROL
 BT1641
 BT1641  NAD 83(1986)-  31 30 14.26036(N)    084 24 42.48831(W) AD(       ) 2
 BT1641  NAD 27      -  31 30 13.63267(N)    084 24 42.80063(W) AD(       ) 2
 BT1641  NGVD 29 (07/19/86)   57.8    (m)          190.     (f) VERT ANG       
 BT1641
 BT1641.Superseded values are not recommended for survey control.
 BT1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1641.See file dsdata.txt to determine how the superseded data were derived.
 BT1641
 BT1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4581488358(NAD 83)
 BT1641_MARKER: DD = SURVEY DISK
 BT1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1641
 BT1641  HISTORY     - Date     Condition        Report By
 BT1641  HISTORY     - 1973     MONUMENTED       GADT
 BT1641
 BT1641                          STATION DESCRIPTION
 BT1641
 BT1641'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1641'THE STATION IS ABOUT 5.9 MILES EAST AND 1.2 MILE NORTH OF LEARY,
 BT1641'14.9 MILES WEST AND 5.2 MILES SOUTH OF ALBANY, 12.9 MILES NORTH AND
 BT1641'4.4 MILES WEST OF NEWTON.
 BT1641'
 BT1641'TO REACH THE STATION FROM THE INTERSECTION OF GA 37 AND GA 62 IN
 BT1641'LEARY, PROCEED EAST ON GA 62 FOR 6.1 MILES TO THE STATION ON THE
 BT1641'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON GA 62 FROM THE
 BT1641'STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1641'
 BT1641'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1641'TRANSPORTATION, STAMPED 047-205.  THE SURFACE DISK IS SET IN THE TOP
 BT1641'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1641'GROUND.  IT IS 4.5 FEET NORTH OF THE WITNESS POST, 40.0 FEET EAST
 BT1641'OF THE TELEPHONE PEDESTAL.  THE UNDERGROUND DISK IS SET IN AN
 BT1641'IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE DISK.
 BT1641'
 BT1641'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1641'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1641'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1641'GROUND.  IT IS 21.3 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1641'ROAD, 32.0 FEET NORTH OF THE FENCE, 32.4 FEET NORTHWEST OF THE
 BT1641'TELEPHONE PEDESTAL.
 BT1641'
 BT1641'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1630 ***********************************************************************
 BT1630  DESIGNATION -  BV 047 206
 BT1630  PID         -  BT1630
 BT1630  STATE/COUNTY-  GA/DOUGHERTY
 BT1630  USGS QUAD   -  PRETORIA (1988)
 BT1630
 BT1630                         *CURRENT SURVEY CONTROL
 BT1630  ___________________________________________________________________
 BT1630* NAD 83(1994)-  31 30 50.48322(N)    084 19 00.51446(W)     ADJUSTED  
 BT1630* NAVD 88     -        56.932  (meters)     186.78   (feet)  ADJUSTED  
 BT1630  ___________________________________________________________________
 BT1630  X           -     538,953.429 (meters)                     COMP
 BT1630  Y           -  -5,415,693.563 (meters)                     COMP
 BT1630  Z           -   3,314,628.287 (meters)                     COMP
 BT1630  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BT1630  ELLIP HEIGHT-          29.91  (meters)          (09/03/97) GPS OBS
 BT1630  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT1630  DYNAMIC HT  -          56.864 (meters)     186.56  (feet)  COMP
 BT1630  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 BT1630
 BT1630  HORZ ORDER  -  SECOND
 BT1630  VERT ORDER  -  SECOND    CLASS II
 BT1630  ELLP ORDER  -  FOURTH    CLASS II
 BT1630
 BT1630.The horizontal coordinates were established by classical geodetic methods
 BT1630.and adjusted by the National Geodetic Survey in September 1997..
 BT1630
 BT1630.The orthometric height was determined by differential leveling
 BT1630.and adjusted by the National Geodetic Survey in November 1996..
 BT1630
 BT1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1630
 BT1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1630
 BT1630.The ellipsoidal height was determined by GPS observations
 BT1630.and is referenced to NAD 83.
 BT1630
 BT1630.The geoid height was determined by GEOID03.
 BT1630
 BT1630.The dynamic height is computed by dividing the NAVD 88
 BT1630.geopotential number by the normal gravity value computed on the
 BT1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1630.degrees latitude (g = 980.6199 gals.).
 BT1630
 BT1630.The modeled gravity was interpolated from observed gravity values.
 BT1630
 BT1630;                    North         East     Units Scale Factor Converg.
 BT1630;SPC GA W     -   167,845.652   685,739.623   MT  0.99990251   -0 04 42.5
 BT1630;SPC GA W     -   550,673.61  2,249,797.41   sFT  0.99990251   -0 04 42.5
 BT1630;UTM  16      - 3,489,691.021   754,811.877   MT  1.00040090   +1 24 11.8
 BT1630
 BT1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1630!SPC GA W     -   0.99999530  x   0.99990251  =   0.99989781
 BT1630!UTM  16      -   0.99999530  x   1.00040090  =   1.00039620
 BT1630
 BT1630:                Primary Azimuth Mark                     Grid Az
 BT1630:SPC GA W     -  BV 047 206 AZ MK                         000 29 17.7
 BT1630:UTM  16      -  BV 047 206 AZ MK                         359 00 23.4
 BT1630
 BT1630|---------------------------------------------------------------------|
 BT1630| PID    Reference Object                     Distance      Geod. Az  |
 BT1630|                                                           dddmmss.s |
 BT1630| BT2355 BV 047 206 AZ MK                    411.298 METERS 0002435.2 |
 BT1630| BT1629 BV 047 206 GADT 1973 PTA             13.896 METERS 02217     |
 BT1630|---------------------------------------------------------------------|
 BT1630
 BT1630                          SUPERSEDED SURVEY CONTROL
 BT1630
 BT1630  NAD 83(1986)-  31 30 50.49008(N)    084 19 00.51988(W) AD(       ) 2
 BT1630  NAD 27      -  31 30 49.86358(N)    084 19 00.84170(W) AD(       ) 2
 BT1630  NGVD 29 (03/24/92)   57.0    (m)          187.     (f) GPS OBS        
 BT1630
 BT1630.Superseded values are not recommended for survey control.
 BT1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1630.See file dsdata.txt to determine how the superseded data were derived.
 BT1630
 BT1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5481289691(NAD 83)
 BT1630_MARKER: DD = SURVEY DISK
 BT1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1630_SP_SET: CONCRETE POST
 BT1630_STAMPING: BV 047-206
 BT1630_MARK LOGO: GADT  
 BT1630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1630+STABILITY: SURFACE MOTION
 BT1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1630+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 BT1630
 BT1630  HISTORY     - Date     Condition        Report By
 BT1630  HISTORY     - 1973     MONUMENTED       GADT
 BT1630  HISTORY     - 1973     GOOD             GADT
 BT1630  HISTORY     - 19870701 GOOD             HOBBS
 BT1630  HISTORY     - 19880922 GOOD
 BT1630  HISTORY     - 19900301 GOOD             HOBBS
 BT1630
 BT1630                          STATION DESCRIPTION
 BT1630
 BT1630'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1630'THE STATION IS ABOUT 1.5 MILE NORTH AND 11.6 MILES EAST OF LEARY,
 BT1630'4.6 MILES SOUTH AND 8.2 MILES WEST OF ALBANY, 13.0 MILES SOUTH AND
 BT1630'7.3 MILES EAST OF HEROD.
 BT1630'
 BT1630'TO REACH THE STATION FROM THE INTERSECTION OF GA 62 AND PAVED
 BT1630'COUNTY ROAD NO. 91186 IN PRETORIA, PROCEED NORTH ON PAVED COUNTY
 BT1630'ROAD NO. 91186 FOR 0.7 MILE TO THE STATION ON THE RIGHT.  TO REACH
 BT1630'THE AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 91186 FROM
 BT1630'THE STATION FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1630'
 BT1630'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1630'TRANSPORTATION, STAMPED 047-206.  THE SURFACE DISK IS SET IN THE
 BT1630'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1630'THE GROUND.  IT IS 4.0 FEET SOUTH OF THE WITNESS POST, 28.0 FEET
 BT1630'EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 22.5 FEET WEST
 BT1630'OF THE FENCE.  THERE IS NO SUBMARKER.
 BT1630'
 BT1630'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1630'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1630'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1630'IS 20.0 FEET EAST OF THE FENCE, 28.0 FEET WEST OF THE CENTERLINE
 BT1630'OF THE PAVED ROAD, 528.0 FEET NORTHWEST OF A WELL.
 BT1630'
 BT1630'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 BT1630
 BT1630                          STATION RECOVERY (1973)
 BT1630
 BT1630'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973
 BT1630'RECOVERED IN GOOD CONDITION.
 BT1630
 BT1630                          STATION RECOVERY (1987)
 BT1630
 BT1630'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1987
 BT1630'STATION RECOVERED IN WEST DOUGHERTY COUNTY, GEORGIA ABOUT
 BT1630'5 MI (8.05 KM) WEST OF ALBANY. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT1630'TO REACH STATION FROM INTERSECTION OF LEARY ROAD (STATE HIGHWAY 62)AND
 BT1630'EIGHT MILE ROAD, GO NORTH ON EIGHT MILE ROAD FOR 0.7 MI (1.13 KM) TO
 BT1630'THE STATION ON EAST (RIGHT) SIDE OF ROAD.
 BT1630'STATION IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK STAMPED---BV
 BT1630'047-206---SURFACE DISK SET ATOP A 10-INCH DIAMETER ROUND CONCRETE
 BT1630'MONUMENT SET FLUSH WITH GROUND.
 BT1630'STATION LOCATED 4.0 FT (1.22 M) SOUTH OF A WITNESS POST, 28.0 FT
 BT1630'(8.53 M) EAST OF CENTERLINE OF EIGHT MILE ROAD, 82 FT (24.99 M)
 BT1630'NORTHEAST OF A POWER POLE. NO UNDERGROUND MARK.
 BT1630
 BT1630                          STATION RECOVERY (1988)
 BT1630
 BT1630'RECOVERED 1988
 BT1630'RECOVERED IN GOOD CONDITION.
 BT1630
 BT1630                          STATION RECOVERY (1990)
 BT1630
 BT1630'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT1630'STATION IS ABOUT 10 MILES (16.1 KM) WSW OF DOWNTOWN ALBANY.  TO REACH
 BT1630'FROM INTERSECTION OF LEARY ROAD (STATE HIGHWAY 62) AND EIGHT MILE
 BT1630'ROAD, GO NORTH ON EIGHT MILE ROAD FOR 0.7 MI (1.1 KM) TO THE STATION
 BT1630'ON THE RIGHT, A 10-INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 BT1630'GROUND, 4.0 FT (1.2 M) SOUTH OF A WITNESS POST, 28.0 FT (8.5 M) EAST
 BT1630'OF EIGHT MILE ROAD, 82 FT (25.0 M) NORTHEAST OF A POWER POLE.  NO
 BT1630'UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2355 ***********************************************************************
 BT2355  DESIGNATION -  BV 047 206 AZ MK
 BT2355  PID         -  BT2355
 BT2355  STATE/COUNTY-  GA/DOUGHERTY
 BT2355  USGS QUAD   -  PRETORIA (1988)
 BT2355
 BT2355                         *CURRENT SURVEY CONTROL
 BT2355  ___________________________________________________________________
 BT2355* NAD 83(1994)-  31 31 03.83691(N)    084 19 00.40297(W)     ADJUSTED  
 BT2355* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 BT2355  ___________________________________________________________________
 BT2355  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BT2355  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT2355
 BT2355  HORZ ORDER  -  SECOND
 BT2355
 BT2355.The horizontal coordinates were established by classical geodetic methods
 BT2355.and adjusted by the National Geodetic Survey in September 1997..
 BT2355.No horizontal observational check was made to the station.
 BT2355
 BT2355.The orthometric height was scaled from a topographic map.
 BT2355
 BT2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2355
 BT2355.The geoid height was determined by GEOID03.
 BT2355
 BT2355;                    North         East     Units Scale Factor Converg.
 BT2355;SPC GA W     -   168,256.895   685,743.128   MT  0.99990251   -0 04 42.5
 BT2355;SPC GA W     -   552,022.83  2,249,808.91   sFT  0.99990251   -0 04 42.5
 BT2355;UTM  16      - 3,490,102.422   754,804.742   MT  1.00040086   +1 24 12.4
 BT2355
 BT2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2355!SPC GA W     -   0.99999532  x   0.99990251  =   0.99989783
 BT2355!UTM  16      -   0.99999532  x   1.00040086  =   1.00039618
 BT2355
 BT2355                          SUPERSEDED SURVEY CONTROL
 BT2355
 BT2355  NAD 83(1986)-  31 31 03.84377(N)    084 19 00.40836(W) AD(       ) 2
 BT2355
 BT2355.Superseded values are not recommended for survey control.
 BT2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2355.See file dsdata.txt to determine how the superseded data were derived.
 BT2355
 BT2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5480590102(NAD 83)
 BT2355_MARKER: DD = SURVEY DISK
 BT2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2355_SP_SET: CONCRETE POST
 BT2355_STAMPING: BV AZI
 BT2355_MARK LOGO: GADT  
 BT2355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2355+STABILITY: SURFACE MOTION
 BT2355
 BT2355  HISTORY     - Date     Condition        Report By
 BT2355  HISTORY     - 1973     MONUMENTED       GADT
 BT2355  HISTORY     - 19900501 GOOD             HOBBS
 BT2355
 BT2355                          STATION DESCRIPTION
 BT2355
 BT2355'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 BT2355'MARK RECOVERED ABOUT 5 MI (8.05 KM) WEST OF ALBANY IN
 BT2355'DOUGHERTY COUNTY, GEORGIA. MARK IS AZIMUTH MARK FOR STATION BV 047
 BT2355'206. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT2355'TO REACH MARK FROM JUNCTION OF LEARY ROAD---STATE HIGHWAY 62---AND
 BT2355'EIGHT MILE ROAD IN PRETORIA, GO NORTH ON EIGHT MILE ROAD FOR 1.3 MI
 BT2355'(2.09 KM) TO MARK ON LEFT, 0.25 MI (0.40 KM) NORTH OF GPS STATION BV
 BT2355'047-206.
 BT2355'MARK IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK SET IN 10-INCH
 BT2355'DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH GROUND, 20 FT
 BT2355'(6.10 M) EAST OF A FENCE, 28 FT (8.53 M) WEST OF CENTERLINE OF EIGHT
 BT2355'MILE ROAD, 528 FT (160.93 M) NORTHWEST OF A WELL, 1350 FT (411.48 M)
 BT2355'NORTH OF STATION BV 047-206. MARK STAMPED---BV AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1635 ***********************************************************************
 BT1635  DESIGNATION -  BV 047 207
 BT1635  PID         -  BT1635
 BT1635  STATE/COUNTY-  GA/DOUGHERTY
 BT1635  USGS QUAD   -  PRETORIA (1988)
 BT1635
 BT1635                         *CURRENT SURVEY CONTROL
 BT1635  ___________________________________________________________________
 BT1635* NAD 83(1994)-  31 30 13.71834(N)    084 16 39.89363(W)     ADJUSTED  
 BT1635* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 BT1635  ___________________________________________________________________
 BT1635  X           -     542,704.710 (meters)                     COMP
 BT1635  Y           -  -5,415,916.286 (meters)                     COMP
 BT1635  Z           -   3,313,664.473 (meters)                     COMP
 BT1635  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BT1635  ELLIP HEIGHT-          32.93  (meters)          (09/03/97) GPS OBS
 BT1635  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1635
 BT1635  HORZ ORDER  -  FIRST
 BT1635  ELLP ORDER  -  FOURTH    CLASS II
 BT1635
 BT1635.The horizontal coordinates were established by GPS observations
 BT1635.and adjusted by the National Geodetic Survey in September 1997..
 BT1635
 BT1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1635
 BT1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1635
 BT1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1635
 BT1635.The ellipsoidal height was determined by GPS observations
 BT1635.and is referenced to NAD 83.
 BT1635
 BT1635.The geoid height was determined by GEOID03.
 BT1635
 BT1635;                    North         East     Units Scale Factor Converg.
 BT1635;SPC GA W     -   166,709.003   689,448.474   MT  0.99990137   -0 03 29.0
 BT1635;SPC GA W     -   546,944.45  2,261,965.54   sFT  0.99990137   -0 03 29.0
 BT1635;UTM  16      - 3,488,650.113   758,550.785   MT  1.00042458   +1 25 23.9
 BT1635
 BT1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1635!SPC GA W     -   0.99999483  x   0.99990137  =   0.99989620
 BT1635!UTM  16      -   0.99999483  x   1.00042458  =   1.00041941
 BT1635
 BT1635:                Primary Azimuth Mark                     Grid Az
 BT1635:SPC GA W     -  BV 047 207 AZ MK                         272 12 02.0
 BT1635:UTM  16      -  BV 047 207 AZ MK                         270 43 09.1
 BT1635
 BT1635|---------------------------------------------------------------------|
 BT1635| PID    Reference Object                     Distance      Geod. Az  |
 BT1635|                                                           dddmmss.s |
 BT1635| CY8413 BV 047 207 AZ MK                                   2720833.0 |
 BT1635| BT1634 BV 047 207 GADT 1973 PTA             14.241 METERS 31222     |
 BT1635|---------------------------------------------------------------------|
 BT1635
 BT1635                          SUPERSEDED SURVEY CONTROL
 BT1635
 BT1635  NAD 83(1986)-  31 30 13.72486(N)    084 16 39.89929(W) AD(       ) 1
 BT1635  NAD 83(1986)-  31 30 13.72246(N)    084 16 39.89754(W) AD(       ) 2
 BT1635  NAD 27      -  31 30 13.09503(N)    084 16 40.22325(W) AD(       ) 2
 BT1635  NGVD 29 (03/24/92)   60.1    (m)          197.     (f) GPS OBS        
 BT1635
 BT1635.Superseded values are not recommended for survey control.
 BT1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1635.See file dsdata.txt to determine how the superseded data were derived.
 BT1635
 BT1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5855188650(NAD 83)
 BT1635_MARKER: DD = SURVEY DISK
 BT1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1635_SP_SET: CONCRETE POST
 BT1635_STAMPING: BV 047-207
 BT1635_MARK LOGO: GADT  
 BT1635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1635+STABILITY: SURFACE MOTION
 BT1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1635+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1988
 BT1635
 BT1635  HISTORY     - Date     Condition        Report By
 BT1635  HISTORY     - 1973     MONUMENTED       GADT
 BT1635  HISTORY     - 1973     GOOD             GADT
 BT1635  HISTORY     - 19870701 GOOD             HOBBS
 BT1635  HISTORY     - 19880922 GOOD
 BT1635
 BT1635                          STATION DESCRIPTION
 BT1635
 BT1635'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1635'THE STATION IS ABOUT 1.2 MILE NORTH AND 13.9 MILES EAST OF LEARY,
 BT1635'14.9 MILES SOUTH AND 4.4 MILES EAST OF SASSER, 5.0 MILES SOUTH AND
 BT1635'5.9 MILES WEST OF ALBANY.
 BT1635'
 BT1635'TO REACH THE STATION FROM THE INTERSECTION OF PAVED COUNTY ROAD
 BT1635'NO. 91186 AND GA 62 IN PRETORIA, PROCEED EAST ON GA 62 FOR 2.4 MILES
 BT1635'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1635'WEST ON GA 62 FROM THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON
 BT1635'THE RIGHT.
 BT1635'
 BT1635'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1635'TRANSPORTATION, STAMPED 047-207.  THE SURFACE DISK IS SET IN THE TOP
 BT1635'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1635'GROUND.  IT IS 51.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1635'ROAD, 3.0 FEET NORTH OF THE WITNESS POST, 9.0 FEET NORTHEAST OF
 BT1635'THE POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1635'OF CONCRETE 1.60 FEET BELOW THE SURFACE DISK.
 BT1635'
 BT1635'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1635'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1635'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1635'IS 58.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 45.0 FEET
 BT1635'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRAME HOUSE, 27.0 FEET
 BT1635'NORTH OF THE CENTERLINE OF THE PAVED ROAD.
 BT1635'
 BT1635'HEIGHT OF LIGHT ABOVE STATION MARK 0.79 METER.
 BT1635
 BT1635                          STATION RECOVERY (1973)
 BT1635
 BT1635'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973
 BT1635'RECOVERED IN GOOD CONDITION.
 BT1635
 BT1635                          STATION RECOVERY (1987)
 BT1635
 BT1635'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1987
 BT1635'STATION RECOVERED ABOUT 5 MI (8.05 KM) SOUTHWEST OF
 BT1635'ALBANY, IN DOUGHERTY COUNTY, GEORGIA. ADDITIONAL DESCRIPTION NOTES
 BT1635'FOLLOW.
 BT1635'TO REACH STATION FROM THE INTERSECTION OF LEARY ROAD (STATE HIGHWAY
 BT1635'62) AND EIGHT MILE ROAD IN PRETORIA, GO EAST ON LEARY ROAD FOR 2.4 MI
 BT1635'(3.86 KM) TO THE STATION ON THE SOUTH (RIGHT) SIDE OF ROAD.
 BT1635'STATION IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK STAMPED---BV
 BT1635'047-207---SURFACE DISK SET ATOP A 10-INCH DIAMETER CONCRETE MONUMENT
 BT1635'SET FLUSH WITH GROUND.
 BT1635'STATION LOCATED 3.0 FT (0.91 M) SOUTH OF A WITNESS POST, 51.0 FT
 BT1635'(15.54 M) EAST OF CENTERLINE OF LEARY ROAD, 9.0 FT (2.74 M) NORTHEAST
 BT1635'OF A POWER POLE.
 BT1635
 BT1635                          STATION RECOVERY (1988)
 BT1635
 BT1635'RECOVERED 1988
 BT1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1750 ***********************************************************************
 BT1750  DESIGNATION -  BV 047 208
 BT1750  PID         -  BT1750
 BT1750  STATE/COUNTY-  GA/DOUGHERTY
 BT1750  USGS QUAD   -  BACONTON NORTH (1983)
 BT1750
 BT1750                         *CURRENT SURVEY CONTROL
 BT1750  ___________________________________________________________________
 BT1750* NAD 83(1994)-  31 29 31.61880(N)    084 13 19.48298(W)     ADJUSTED  
 BT1750* NAVD 88     -        59.4    (meters)     195.     (feet)  VERTCON   
 BT1750  ___________________________________________________________________
 BT1750  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BT1750  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BT1750
 BT1750  HORZ ORDER  -  SECOND
 BT1750
 BT1750.The horizontal coordinates were established by classical geodetic methods
 BT1750.and adjusted by the National Geodetic Survey in September 1997..
 BT1750
 BT1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1750
 BT1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1750
 BT1750.The geoid height was determined by GEOID03.
 BT1750
 BT1750;                    North         East     Units Scale Factor Converg.
 BT1750;SPC GA W     -   165,408.475   694,735.822   MT  0.99990034   -0 01 44.2
 BT1750;SPC GA W     -   542,677.64  2,279,312.44   sFT  0.99990034   -0 01 44.2
 BT1750;UTM  16      - 3,487,486.057   763,872.859   MT  1.00045889   +1 27 07.1
 BT1750
 BT1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1750!SPC GA W     -   0.99999493  x   0.99990034  =   0.99989527
 BT1750!UTM  16      -   0.99999493  x   1.00045889  =   1.00045381
 BT1750
 BT1750:                Primary Azimuth Mark                     Grid Az
 BT1750:SPC GA W     -  BV 047 208 AZ MK                         217 40 01.2
 BT1750:UTM  16      -  BV 047 208 AZ MK                         216 11 09.9
 BT1750
 BT1750|---------------------------------------------------------------------|
 BT1750| PID    Reference Object                     Distance      Geod. Az  |
 BT1750|                                                           dddmmss.s |
 BT1750| CY8414 BV 047 208 AZ MK                                   2173817.0 |
 BT1750| BT1751 BV 047 208 GADT 1973 PTA              8.519 METERS 25350     |
 BT1750|---------------------------------------------------------------------|
 BT1750
 BT1750                          SUPERSEDED SURVEY CONTROL
 BT1750
 BT1750  NAD 83(1986)-  31 29 31.62460(N)    084 13 19.48957(W) AD(       ) 2
 BT1750  NAD 27      -  31 29 30.99216(N)    084 13 19.81318(W) AD(       ) 2
 BT1750  NGVD 29 (07/19/86)   59.6    (m)          196.     (f) VERT ANG       
 BT1750
 BT1750.Superseded values are not recommended for survey control.
 BT1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1750.See file dsdata.txt to determine how the superseded data were derived.
 BT1750
 BT1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6387387486(NAD 83)
 BT1750_MARKER: DD = SURVEY DISK
 BT1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1750
 BT1750  HISTORY     - Date     Condition        Report By
 BT1750  HISTORY     - 1973     MONUMENTED       GADT
 BT1750
 BT1750                          STATION DESCRIPTION
 BT1750
 BT1750'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1750'THE STATION IS ABOUT 5.8 MILES SOUTH AND 4.1 MILES WEST OF
 BT1750'ALBANY, 12.3 MILES NORTH AND 6.4 MILES EAST OF NEWTON, 7.9 MILES
 BT1750'NORTH AND 3.4 MILES WEST OF BACONTON.
 BT1750'
 BT1750'TO REACH THE STATION FROM THE INTERSECTION OF SLAPPEY DRIVE AND
 BT1750'GA 91 IN ALBANY, PROCEED SOUTH ON GA 91 FOR 4.7 MILES TO THE
 BT1750'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK, PROCEED SOUTH
 BT1750'ON GA 91 FROM THE STATION FOR 0.4 MILE TO THE AZIMUTH MARK ON
 BT1750'THE LEFT.
 BT1750'
 BT1750'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1750'OF TRANSPORTATION, STAMPED 047-208.  THE SURFACE DISK IS SET IN
 BT1750'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1750'WITH THE GROUND.  IT IS 3.0 FEET NORTHEAST OF THE WITNESS POST,
 BT1750'24.0 FEET SOUTHWEST OF THE POWER POLE.  THE UNDERGROUND DISK IS
 BT1750'SET IN AN IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE
 BT1750'DISK.
 BT1750'
 BT1750'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1750'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1750'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1750'GROUND.  IT IS 5.5 FEET WEST OF THE FENCE CORNER, 5.5 FEET NORTH
 BT1750'OF THE POWER POLE, 45.0 FEET EAST OF THE CENTERLINE OF THE PAVED
 BT1750'ROAD.
 BT1750'
 BT1750'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1754 ***********************************************************************
 BT1754  DESIGNATION -  BV 047 209
 BT1754  PID         -  BT1754
 BT1754  STATE/COUNTY-  GA/DOUGHERTY
 BT1754  USGS QUAD   -  BACONTON NORTH (1983)
 BT1754
 BT1754                         *CURRENT SURVEY CONTROL
 BT1754  ___________________________________________________________________
 BT1754* NAD 83(1994)-  31 26 51.73494(N)    084 12 49.85571(W)     ADJUSTED  
 BT1754* NAVD 88     -        58.2    (meters)     191.     (feet)  VERTCON   
 BT1754  ___________________________________________________________________
 BT1754  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BT1754  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT1754
 BT1754  HORZ ORDER  -  SECOND
 BT1754
 BT1754.The horizontal coordinates were established by classical geodetic methods
 BT1754.and adjusted by the National Geodetic Survey in September 1997..
 BT1754
 BT1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1754
 BT1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1754
 BT1754.The geoid height was determined by GEOID03.
 BT1754
 BT1754;                    North         East     Units Scale Factor Converg.
 BT1754;SPC GA W     -   160,484.285   695,515.542   MT  0.99990025   -0 01 28.6
 BT1754;SPC GA W     -   526,522.19  2,281,870.57   sFT  0.99990025   -0 01 28.6
 BT1754;UTM  16      - 3,482,580.896   764,780.010   MT  1.00046481   +1 27 16.0
 BT1754
 BT1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1754!SPC GA W     -   0.99999512  x   0.99990025  =   0.99989537
 BT1754!UTM  16      -   0.99999512  x   1.00046481  =   1.00045993
 BT1754
 BT1754|---------------------------------------------------------------------|
 BT1754| PID    Reference Object                     Distance      Geod. Az  |
 BT1754|                                                           dddmmss.s |
 BT1754| BT1753 BV 047 209 GADT 1973 PTA              6.478 METERS 06535     |
 BT1754| CY8415 BV 047 209 AZ MK                                   0870208.4 |
 BT1754| BT1850 SHEPPARD RESET                      APPROX. 3.8 KM 2934947.1 |
 BT1754|---------------------------------------------------------------------|
 BT1754
 BT1754                          SUPERSEDED SURVEY CONTROL
 BT1754
 BT1754  NAD 83(1986)-  31 26 51.74076(N)    084 12 49.86228(W) AD(       ) 2
 BT1754  NAD 27      -  31 26 51.10335(N)    084 12 50.18976(W) AD(       ) 2
 BT1754  NGVD 29 (07/19/86)   58.4    (m)          192.     (f) VERT ANG       
 BT1754
 BT1754.Superseded values are not recommended for survey control.
 BT1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1754.See file dsdata.txt to determine how the superseded data were derived.
 BT1754
 BT1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6478082581(NAD 83)
 BT1754_MARKER: DD = SURVEY DISK
 BT1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1754
 BT1754  HISTORY     - Date     Condition        Report By
 BT1754  HISTORY     - 1973     MONUMENTED       GADT
 BT1754
 BT1754                          STATION DESCRIPTION
 BT1754
 BT1754'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1754'THE STATION IS ABOUT 13.4 MILES SOUTH AND 0.4 MILE EAST OF
 BT1754'CAMILLA, 9.2 MILES SOUTH AND 3.9 MILES WEST OF ALBANY, 5.1 MILES
 BT1754'NORTH AND 3.1 MILES WEST OF BACONTON.
 BT1754'
 BT1754'TO REACH THE STATION FROM THE INTERSECTION OF GA 62 AND GA 91
 BT1754'AND COUNTY PAVED ROAD NO. 12, PROCEED SOUTH ON COUNTY PAVED ROAD
 BT1754'NO. 12 FOR 3.9 MILES TO THE INTERSECTION OF PAVED COUNTY ROAD
 BT1754'NO. 12 AND PRIVATE DRIVE OF ROBERT REESE, TURN RIGHT ON PRIVATE
 BT1754'DRIVE AND PROCEED WEST FOR 0.1 MILE TO THE STATION ON THE
 BT1754'LEFT.  TO REACH THE AZIMUTH MARK, PROCEED EAST FROM THE STATION
 BT1754'ON THE PRIVATE DRIVE OF ROBERT REESE FOR 0.1 MILE TO THE
 BT1754'INTERSECTION OF PRIVATE DRIVE AND PAVED COUNTY ROAD, THE
 BT1754'AZIMUTH MARK IS ON THE RIGHT.
 BT1754'
 BT1754'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1754'OF TRANSPORTATION, STAMPED 047-209.  THE SURFACE DISK IS SET IN
 BT1754'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1754'FLUSH WITH THE GROUND.  IT IS 41.0 FEET SOUTH OF THE CENTERLINE
 BT1754'OF THE PRIVATE DRIVE, 7.2 FEET EAST OF THE WITNESS POST, AND
 BT1754'182.0 FEET WEST OF THE POWER POLE.  THE UNDERGROUND DISK IS SET
 BT1754'IN AN IRREGULAR MASS OF CONCRETE 2.1 FEET BELOW THE SURFACE
 BT1754'DISK.
 BT1754'
 BT1754'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1754'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1754'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1754'GROUND.  IT IS 33.0 FEET SOUTHEAST OF THE POWER POLE, 33.5 FEET
 BT1754'NORTH OF THE FENCE CORNER AND 30.5 FEET WEST OF THE CENTERLINE OF
 BT1754'THE PAVED ROAD.
 BT1754'
 BT1754'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1731 ***********************************************************************
 BT1731  DESIGNATION -  BV 047 210
 BT1731  PID         -  BT1731
 BT1731  STATE/COUNTY-  GA/DOUGHERTY
 BT1731  USGS QUAD   -  PUTNEY (1988)
 BT1731
 BT1731                         *CURRENT SURVEY CONTROL
 BT1731  ___________________________________________________________________
 BT1731* NAD 83(1994)-  31 27 21.31751(N)    084 03 43.94953(W)     ADJUSTED  
 BT1731* NAVD 88     -        77.2    (meters)     253.     (feet)  VERTCON   
 BT1731  ___________________________________________________________________
 BT1731  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BT1731  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT1731
 BT1731  HORZ ORDER  -  SECOND
 BT1731
 BT1731.The horizontal coordinates were established by classical geodetic methods
 BT1731.and adjusted by the National Geodetic Survey in September 1997..
 BT1731
 BT1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1731
 BT1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1731
 BT1731.The geoid height was determined by GEOID03.
 BT1731
 BT1731;                    North         East     Units Scale Factor Converg.
 BT1731;SPC GA W     -   161,399.074   709,927.459   MT  0.99990122   +0 03 16.2
 BT1731;SPC GA W     -   529,523.46  2,329,153.67   sFT  0.99990122   +0 03 16.2
 BT1731;UTM  16      - 3,483,868.222   779,172.316   MT  1.00056139   +1 32 02.6
 BT1731;UTM  17      - 3,484,191.707   208,999.591   MT  1.00064460   -1 35 56.8
 BT1731
 BT1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1731!SPC GA W     -   0.99999214  x   0.99990122  =   0.99989336
 BT1731!UTM  16      -   0.99999214  x   1.00056139  =   1.00055353
 BT1731!UTM  17      -   0.99999214  x   1.00064460  =   1.00063673
 BT1731
 BT1731:                Primary Azimuth Mark                     Grid Az
 BT1731:SPC GA W     -  BV 047 210 AZ MK                         000 13 14.4
 BT1731:UTM  16      -  BV 047 210 AZ MK                         358 44 28.0
 BT1731:UTM  17      -  BV 047 210 AZ MK                         001 52 27.4
 BT1731
 BT1731|---------------------------------------------------------------------|
 BT1731| PID    Reference Object                     Distance      Geod. Az  |
 BT1731|                                                           dddmmss.s |
 BT1731| BT2356 BV 047 210 AZ MK                    APPROX. 0.7 KM 0001630.6 |
 BT1731| BT1730 BV 047 210 GADT 1973 PTA             10.151 METERS 05922     |
 BT1731| BT1748 PUTNEY GA POWER CO TALL STACK       APPROX. 7.0 KM 2594019.0 |
 BT1731| BT1752 PUTNEY RM 3                         APPROX. 6.7 KM 2871816.9 |
 BT1731| BT1554 ALBANY USMC W TANK                  APPROX.10.7 KM 3470350.6 |
 BT1731|---------------------------------------------------------------------|
 BT1731
 BT1731                          SUPERSEDED SURVEY CONTROL
 BT1731
 BT1731  NAD 83(1994)-  31 27 21.32424(N)    084 03 43.95339(W) AD(       ) 2
 BT1731  NAD 83(1986)-  31 27 21.32424(N)    084 03 43.95340(W) AD(       ) 2
 BT1731  NAD 27      -  31 27 20.68278(N)    084 03 44.29533(W) AD(       ) 2
 BT1731  NGVD 29 (07/19/86)   77.4    (m)          254.     (f) VERT ANG       
 BT1731
 BT1731.Superseded values are not recommended for survey control.
 BT1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1731.See file dsdata.txt to determine how the superseded data were derived.
 BT1731
 BT1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7917283868(NAD 83)
 BT1731_MARKER: DD = SURVEY DISK
 BT1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1731_SP_SET: CONCRETE POST
 BT1731_STAMPING: BV 047210
 BT1731_MARK LOGO: GADT  
 BT1731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1731+STABILITY: SURFACE MOTION
 BT1731
 BT1731  HISTORY     - Date     Condition        Report By
 BT1731  HISTORY     - 1973     MONUMENTED       GADT
 BT1731  HISTORY     - 1973     GOOD             GADT
 BT1731  HISTORY     - 19900501 GOOD             HOBBS
 BT1731
 BT1731                          STATION DESCRIPTION
 BT1731
 BT1731'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1731'THE STATION IS ABOUT 8.3 MILES SOUTH AND 5.0 MILES EAST OF
 BT1731'ALBANY, 6.1 MILES NORTH AND 5.3 MILES EAST OF BACONTON, 15.3 MILES
 BT1731'NORTH AND 8.7 MILES EAST OF CAMILLA.
 BT1731'
 BT1731'TO REACH THE STATION FROM THE INTERSECTION OF GA 3 AND PAVED
 BT1731'COUNTY ROAD NO. 91634 IN PUTNEY, PROCEED EAST ON PAVED COUNTY
 BT1731'ROAD NO. 91634 FOR 4.2 MILES TO THE INTERSECTION OF PAVED COUNTY
 BT1731'ROAD NO. 91633, TURN RIGHT AND PROCEED SOUTH ON PAVED COUNTY
 BT1731'ROAD NO. 91633 FOR 1.6 MILE TO THE STATION ON THE RIGHT.  TO
 BT1731'REACH THE AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD NO.
 BT1731'91633 FROM THE STATION FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 BT1731'LEFT.
 BT1731'
 BT1731'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1731'OF TRANSPORTATION, STAMPED 047-210.  THE SURFACE DISK IS SET IN
 BT1731'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1731'WITH THE GROUND.  IT IS 42.0 FEET WEST OF THE CENTERLINE OF THE
 BT1731'PAVED ROAD, 7.7 FEET EAST OF THE FENCE, 6.3 FEET SOUTH OF THE
 BT1731'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1731'OF CONCRETE 1.2 FEET BELOW THE SURFACE DISK.
 BT1731'
 BT1731'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1731'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1731'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1731'GROUND.  IT IS 45.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 BT1731'22.0 FEET EAST OF THE FENCE, 60.0 FEET SOUTHEAST OF THE TELEPHONE
 BT1731'POLE.
 BT1731'
 BT1731'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 BT1731
 BT1731                          STATION RECOVERY (1973)
 BT1731
 BT1731'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973
 BT1731'RECOVERED IN GOOD CONDITION.
 BT1731
 BT1731                          STATION RECOVERY (1990)
 BT1731
 BT1731'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT1731'MARK RECOVERED 8.3 MI (13.36 KM) SOUTH AND 5 MI
 BT1731'(8.05 KM) EAST OF ALBANY IN DOUGHERTY COUNTY, GEORGIA. MARK IS
 BT1731'AZIMUTH MARK FOR STATION BV 047-210 AZI, ALIAS GPS STATION D412.
 BT1731'ADDITIONAL DESCRIPTON NOTES FOLLOW.
 BT1731'TO REACH MARK FROM JUNCTION OF HIGHWAY 3 AND COUNTY ROAD 91634, GO
 BT1731'EAST ON SR 91634 FOR 4.2 FT (1.28 M) TO JUNCTION WITH COUNTY ROAD
 BT1731'91633, TURN RIGHT AND GO SOUTH ON ROAD 91633 FOR 1.6 MI (2.57 KM) TO
 BT1731'MARK ON RIGHT.
 BT1731'MARK IS GEORGIA DEPT. OF TRANSPORTATION BRASS DISK SET IN TOP OF
 BT1731'10-INCH DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH GROUND, 42 FT
 BT1731'(12.80 M) WEST OF CENTERLINE OF SR 91633, 7.7 FT (2.35 M) EAST OF A
 BT1731'FENCE, 6.3 FT (1.92 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2356 ***********************************************************************
 BT2356  DESIGNATION -  BV 047 210 AZ MK
 BT2356  PID         -  BT2356
 BT2356  STATE/COUNTY-  GA/DOUGHERTY
 BT2356  USGS QUAD   -  PUTNEY (1988)
 BT2356
 BT2356                         *CURRENT SURVEY CONTROL
 BT2356  ___________________________________________________________________
 BT2356* NAD 83(1994)-  31 27 42.46102(N)    084 03 43.83106(W)     ADJUSTED  
 BT2356* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 BT2356  ___________________________________________________________________
 BT2356  X           -     563,330.343 (meters)                     COMP
 BT2356  Y           -  -5,416,262.490 (meters)                     COMP
 BT2356  Z           -   3,309,695.609 (meters)                     COMP
 BT2356  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BT2356  ELLIP HEIGHT-          40.64  (meters)          (09/03/97) GPS OBS
 BT2356  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT2356
 BT2356  HORZ ORDER  -  FIRST
 BT2356  ELLP ORDER  -  FOURTH    CLASS II
 BT2356
 BT2356.The horizontal coordinates were established by GPS observations
 BT2356.and adjusted by the National Geodetic Survey in September 1997..
 BT2356
 BT2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2356
 BT2356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2356
 BT2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2356
 BT2356.The ellipsoidal height was determined by GPS observations
 BT2356.and is referenced to NAD 83.
 BT2356
 BT2356.The geoid height was determined by GEOID03.
 BT2356
 BT2356;                    North         East     Units Scale Factor Converg.
 BT2356;SPC GA W     -   162,050.217   709,929.967   MT  0.99990122   +0 03 16.3
 BT2356;SPC GA W     -   531,659.75  2,329,161.90   sFT  0.99990122   +0 03 16.3
 BT2356;UTM  16      - 3,484,519.643   779,158.000   MT  1.00056129   +1 32 03.6
 BT2356;UTM  17      - 3,484,842.991   209,020.905   MT  1.00064444   -1 35 57.7
 BT2356
 BT2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2356!SPC GA W     -   0.99999362  x   0.99990122  =   0.99989484
 BT2356!UTM  16      -   0.99999362  x   1.00056129  =   1.00055490
 BT2356!UTM  17      -   0.99999362  x   1.00064444  =   1.00063805
 BT2356
 BT2356                          SUPERSEDED SURVEY CONTROL
 BT2356
 BT2356  NAD 83(1994)-  31 27 42.46497(N)    084 03 43.83481(W) AD(       ) 1
 BT2356  NAD 83(1986)-  31 27 42.46723(N)    084 03 43.83649(W) AD(       ) 1
 BT2356  NGVD 29 (03/24/92)   67.9    (m)          223.     (f) GPS OBS        
 BT2356
 BT2356.Superseded values are not recommended for survey control.
 BT2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2356.See file dsdata.txt to determine how the superseded data were derived.
 BT2356
 BT2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7915884520(NAD 83)
 BT2356_MARKER: DD = SURVEY DISK
 BT2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2356_SP_SET: CONCRETE POST
 BT2356_STAMPING: BV AZI
 BT2356_MARK LOGO: GADT  
 BT2356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2356+STABILITY: SURFACE MOTION
 BT2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2356+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 BT2356
 BT2356  HISTORY     - Date     Condition        Report By
 BT2356  HISTORY     - 1973     MONUMENTED       GADT
 BT2356  HISTORY     - 19880921 GOOD
 BT2356  HISTORY     - 19900501 GOOD             HOBBS
 BT2356
 BT2356                          STATION DESCRIPTION
 BT2356
 BT2356'DESCRIBED 1988
 BT2356'RECOVERED IN GOOD CONDITION.
 BT2356
 BT2356                          STATION RECOVERY (1990)
 BT2356
 BT2356'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2356'STATION RECOVERED IN SOUTHEAST DOUGHERTY COUNTY, GEORGIA
 BT2356'ABOUT 1.5 MI (2.41 KM) NORTH OF MITCHELL COUNTY LINE AT JUNCTION OF
 BT2356'NELMS AND GRAVEL HILL ROADS. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT2356'TO REACH STATION FROM THE INTERSECTION OF MOULTRIE ROAD (STATE HIGHWAY
 BT2356'133) AND GRAVEL HILL ROAD, GO SOUTH ON GRAVEL HILL ROAD FOR 3.9 MI
 BT2356'(6.28 KM) TO NELMS ROAD. STATION IS IN SOUTHWEST CORNER OF
 BT2356'INTERSECTION BETWEEN TWO RIGHT-OF-WAY MARKERS.
 BT2356'STATION IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK STAMPED---BV
 BT2356'AZI---SET IN TOP OF 10-INCH DIAMETER ROUND CONCRETE MONUMENT SET
 BT2356'FLUSH WITH GROUND SURFACE.
 BT2356'STATION IS 44.5 FT (13.56 M) WEST OF CENTERLINE OF GRAVEL HILL ROAD,
 BT2356'79.6 FT (24.26 M) SOUTH OF CENTERLINE OF NELMS ROAD, 32.6 FT
 BT2356'(9.94 M) SOUTHEAST OF A TELEPHONE POLE, 21.2 FT (6.46 M) NORTHEAST OF
 BT2356'SOUTH END OF FENCE POST AT CORNER FACING GRAVEL HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1728 ***********************************************************************
 BT1728  DESIGNATION -  BV 047 211
 BT1728  PID         -  BT1728
 BT1728  STATE/COUNTY-  GA/DOUGHERTY
 BT1728  USGS QUAD   -  PUTNEY (1988)
 BT1728
 BT1728                         *CURRENT SURVEY CONTROL
 BT1728  ___________________________________________________________________
 BT1728* NAD 83(1994)-  31 28 34.10662(N)    084 07 01.46898(W)     ADJUSTED  
 BT1728* NAVD 88     -        59.0    (meters)     194.     (feet)  VERTCON   
 BT1728  ___________________________________________________________________
 BT1728  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BT1728  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BT1728
 BT1728  HORZ ORDER  -  SECOND
 BT1728
 BT1728.The horizontal coordinates were established by classical geodetic methods
 BT1728.and adjusted by the National Geodetic Survey in September 1997..
 BT1728
 BT1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1728
 BT1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1728
 BT1728.The geoid height was determined by GEOID03.
 BT1728
 BT1728;                    North         East     Units Scale Factor Converg.
 BT1728;SPC GA W     -   163,637.047   704,712.075   MT  0.99990027   +0 01 33.2
 BT1728;SPC GA W     -   536,865.88  2,312,042.87   sFT  0.99990027   +0 01 33.2
 BT1728;UTM  16      - 3,485,972.101   773,897.484   MT  1.00052540   +1 30 22.5
 BT1728
 BT1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1728!SPC GA W     -   0.99999499  x   0.99990027  =   0.99989527
 BT1728!UTM  16      -   0.99999499  x   1.00052540  =   1.00052039
 BT1728
 BT1728:                Primary Azimuth Mark                     Grid Az
 BT1728:SPC GA W     -  BV 047 211 AZ MK                         003 41 31.6
 BT1728:UTM  16      -  BV 047 211 AZ MK                         002 12 42.3
 BT1728
 BT1728|---------------------------------------------------------------------|
 BT1728| PID    Reference Object                     Distance      Geod. Az  |
 BT1728|                                                           dddmmss.s |
 BT1728| CY8416 BV 047 211 AZ MK                                   0034304.8 |
 BT1728| BT1729 BV 047 211 GADT 1973 PTA              3.752 METERS 11704     |
 BT1728| BT1579 ALBANY SOUTHERN RWY MICROWAVE       APPROX.13.7 KM 3455717.6 |
 BT1728|---------------------------------------------------------------------|
 BT1728
 BT1728                          SUPERSEDED SURVEY CONTROL
 BT1728
 BT1728  NAD 83(1986)-  31 28 34.11307(N)    084 07 01.47376(W) AD(       ) 2
 BT1728  NAD 27      -  31 28 33.47585(N)    084 07 01.80928(W) AD(       ) 2
 BT1728  NGVD 29 (07/19/86)   59.2    (m)          194.     (f) VERT ANG       
 BT1728
 BT1728.Superseded values are not recommended for survey control.
 BT1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1728.See file dsdata.txt to determine how the superseded data were derived.
 BT1728
 BT1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7389785972(NAD 83)
 BT1728_MARKER: DD = SURVEY DISK
 BT1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1728
 BT1728  HISTORY     - Date     Condition        Report By
 BT1728  HISTORY     - 1973     MONUMENTED       GADT
 BT1728
 BT1728                          STATION DESCRIPTION
 BT1728
 BT1728'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1728'THE STATION IS ABOUT 4.4 MILES SOUTH AND 10.2 MILES EAST OF LEARY,
 BT1728'10.5 MILES WEST AND 3.3 MILES NORTH OF BACONTON, 11.2 MILES SOUTH
 BT1728'AND 10.9 MILES WEST OF ALBANY.
 BT1728'
 BT1728'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND PAVED
 BT1728'COUNTY ROAD NO. 91634 IN PUTNEY, PROCEED EAST ON PAVED COUNTY
 BT1728'ROAD NO. 91634 FOR 0.70 MILE TO THE STATION ON EAST LEFT CORNER
 BT1728'AT THE INTERSECTION OF U.S 19 AND PAVED COUNTY ROAD NO. 91634.  TO
 BT1728'REACH THE AZIMUTH MARK PROCEED NORTH ON U.S. 19 FROM THE STATION
 BT1728'FOR 0.50 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1728'
 BT1728'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1728'OF TRANSPORTATION, STAMPED 047-211.  THE SURFACE DISK IS SET IN
 BT1728'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1728'WITH THE GROUND.  IT IS 9.6 FEET WEST OF A WITNESS POST, 383 FEET
 BT1728'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF PAVED ROAD
 BT1728'U.S. 19, 31.2 FEET NORTHWEST OF A POWER POLE.  THE UNDERGROUND
 BT1728'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.34 FEET BELOW
 BT1728'THE SURFACE DISK.
 BT1728'
 BT1728'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1728'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1728'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1728'GROUND.  IT IS 22.6 FEET EAST OF THE CENTERLINE OF THE NORTH LANE
 BT1728'OF U.S. 19, 110.0 FEET NORTH OF A POWER POLE, AND 98.0 FEET
 BT1728'SOUTHEAST OF POINT OF INTERSECTION OF COUNTY ROAD NO. 48 AND
 BT1728'NORTH LANE OF U.S. 19.
 BT1728'
 BT1728'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0078 ***********************************************************************
 BT0078  DESIGNATION -  BV 047 23
 BT0078  PID         -  BT0078
 BT0078  STATE/COUNTY-  GA/DOUGHERTY
 BT0078  USGS QUAD   -  ALBANY EAST (1988)
 BT0078
 BT0078                         *CURRENT SURVEY CONTROL
 BT0078  ___________________________________________________________________
 BT0078* NAD 83(1986)-  31 34 09.     (N)    084 01 19.     (W)     SCALED    
 BT0078* NAVD 88     -        67.636  (meters)     221.90   (feet)  ADJUSTED  
 BT0078  ___________________________________________________________________
 BT0078  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT0078  DYNAMIC HT  -          67.554 (meters)     221.63  (feet)  COMP
 BT0078  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 BT0078
 BT0078  VERT ORDER  -  FIRST     CLASS I
 BT0078
 BT0078.The horizontal coordinates were scaled from a topographic map and have
 BT0078.an estimated accuracy of +/- 6 seconds.
 BT0078
 BT0078.The orthometric height was determined by differential leveling
 BT0078.and adjusted by the National Geodetic Survey in June 1991..
 BT0078
 BT0078.The geoid height was determined by GEOID03.
 BT0078
 BT0078.The dynamic height is computed by dividing the NAVD 88
 BT0078.geopotential number by the normal gravity value computed on the
 BT0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0078.degrees latitude (g = 980.6199 gals.).
 BT0078
 BT0078.The modeled gravity was interpolated from observed gravity values.
 BT0078
 BT0078;                    North         East    Units  Estimated Accuracy
 BT0078;SPC GA W     -   173,960.      713,740.      MT  (+/- 180 meters Scaled)
 BT0078
 BT0078                          SUPERSEDED SURVEY CONTROL
 BT0078
 BT0078  NGVD 29 (??/??/92)   67.75   (m)          222.3    (f) COMPUTED    1 1
 BT0078
 BT0078.Superseded values are not recommended for survey control.
 BT0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0078.See file dsdata.txt to determine how the superseded data were derived.
 BT0078
 BT0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV826965(NAD 83)
 BT0078_MARKER: DD = SURVEY DISK
 BT0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0078_STAMPING: BV 047-23
 BT0078_MARK LOGO: GADT  
 BT0078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0078+STABILITY: SURFACE MOTION
 BT0078
 BT0078  HISTORY     - Date     Condition        Report By
 BT0078  HISTORY     - UNK      MONUMENTED       GADT
 BT0078  HISTORY     - 1974     GOOD             NGS
 BT0078  HISTORY     - 19900301 GOOD             HOBBS
 BT0078
 BT0078                          STATION DESCRIPTION
 BT0078
 BT0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0078'1.8 MI NW FROM ACREE.
 BT0078'1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE CROSSING OF
 BT0078'THE COUNTY LINE ROAD AT ACREE.  125 YARDS SOUTHEAST OF A DOUBLE
 BT0078'POWER LINE POLE, 114.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 BT0078'HIGHWAY 82, 1.0 FEET NORTHWEST OF A METAL WITNESS POST, A GSHD DISK
 BT0078'IN A CONCRETE POST THAT IS ABOUT 3 INCHES UNDERGROUND AND ABOUT
 BT0078'LEVEL WITH THE HIGHWAY.
 BT0078
 BT0078                          STATION RECOVERY (1990)
 BT0078
 BT0078'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990 (FFH)
 BT0078'MARK IS IN EASTERN DOUGHERTY COUNTY, GEORGIA, 4.5 MI (7.2 KM) EAST ON
 BT0078'SYLVESTER ROAD---GA HIGHWAYS 82/50 EAST---FROM ITS INTERSECTION WITH
 BT0078'MOCK ROAD AT FIVE POINTS, AT WOODS EDGE ON SOUTH SIDE OF HIGHWAY, 76
 BT0078'FT (23.2 M) SOUTHEAST OF CENTERLINE OF SYLVESTER HIGHWAY EASTBOUND
 BT0078'LANES, 109 FT (33.2 M) SOUTH OF EAST END OF AN 18-INCH DIAMETETR RCP
 BT0078'DRAIN UNDER GRASSED DRIVEWAY LEADING OFF FROM SYLVESTER ROAD.  MARK IS
 BT0078'STANDARD BRASS DISK SET FLUSH WITH GROUND IN CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0276 ***********************************************************************
 BT0276  DESIGNATION -  BV 047 31
 BT0276  PID         -  BT0276
 BT0276  STATE/COUNTY-  GA/DOUGHERTY
 BT0276  USGS QUAD   -  PRETORIA (1988)
 BT0276
 BT0276                         *CURRENT SURVEY CONTROL
 BT0276  ___________________________________________________________________
 BT0276* NAD 83(1986)-  31 36 48.     (N)    084 15 03.     (W)     SCALED    
 BT0276* NAVD 88     -        73.510  (meters)     241.17   (feet)  ADJUSTED  
 BT0276  ___________________________________________________________________
 BT0276  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0276  DYNAMIC HT  -          73.422 (meters)     240.89  (feet)  COMP
 BT0276  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 BT0276
 BT0276  VERT ORDER  -  SECOND    CLASS II
 BT0276
 BT0276.The horizontal coordinates were scaled from a topographic map and have
 BT0276.an estimated accuracy of +/- 6 seconds.
 BT0276
 BT0276.The orthometric height was determined by differential leveling
 BT0276.and adjusted by the National Geodetic Survey in June 1991..
 BT0276
 BT0276.The geoid height was determined by GEOID03.
 BT0276
 BT0276.The dynamic height is computed by dividing the NAVD 88
 BT0276.geopotential number by the normal gravity value computed on the
 BT0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0276.degrees latitude (g = 980.6199 gals.).
 BT0276
 BT0276.The modeled gravity was interpolated from observed gravity values.
 BT0276
 BT0276;                    North         East    Units  Estimated Accuracy
 BT0276;SPC GA W     -   178,850.      692,010.      MT  (+/- 180 meters Scaled)
 BT0276
 BT0276                          SUPERSEDED SURVEY CONTROL
 BT0276
 BT0276  NGVD 29 (??/??/92)   73.656  (m)          241.65   (f) ADJ UNCH    2 2
 BT0276
 BT0276.Superseded values are not recommended for survey control.
 BT0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0276.See file dsdata.txt to determine how the superseded data were derived.
 BT0276
 BT0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA608008(NAD 83)
 BT0276_MARKER: DD = SURVEY DISK
 BT0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0276_STAMPING: 047 31
 BT0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0276+STABILITY: SURFACE MOTION
 BT0276
 BT0276  HISTORY     - Date     Condition        Report By
 BT0276  HISTORY     - 1931     MONUMENTED       GADT
 BT0276  HISTORY     - 1974     GOOD             NGS
 BT0276
 BT0276                          STATION DESCRIPTION
 BT0276
 BT0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0276'14.4 MI NW FROM ALBANY.
 BT0276'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE AT
 BT0276'ALBANY TO GILLIONVILLE ROAD, THENCE 6.45 MILES WEST ALONG
 BT0276'GILLIONVILLE ROAD TO BYRON PLANTATION ROAD, THENCE 2.0 MILES
 BT0276'NORTH ALONG BYRON PLANTATION ROAD TO OLD DAWSON ROAD, THENCE 3.55
 BT0276'MILES EAST ALONG OLD DAWSON ROAD, 77.6 FEET EAST OF EAST END OF A
 BT0276'DRAIN PIPE, 58 FEET WEST OF WEST END OF A DRAIN PIPE UNDER DRIVEWAY
 BT0276'TO HOUSE CALLED BECKRIDGE, 34 FEET NORTH OF CENTERLINE OF OLD
 BT0276'DAWSON ROAD, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 BT0276'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0277 ***********************************************************************
 BT0277  DESIGNATION -  BV 047 32
 BT0277  PID         -  BT0277
 BT0277  STATE/COUNTY-  GA/DOUGHERTY
 BT0277  USGS QUAD   -  PRETORIA (1988)
 BT0277
 BT0277                         *CURRENT SURVEY CONTROL
 BT0277  ___________________________________________________________________
 BT0277* NAD 83(1986)-  31 36 47.     (N)    084 15 11.     (W)     SCALED    
 BT0277* NAVD 88     -        73.318  (meters)     240.54   (feet)  ADJUSTED  
 BT0277  ___________________________________________________________________
 BT0277  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0277  DYNAMIC HT  -          73.230 (meters)     240.26  (feet)  COMP
 BT0277  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 BT0277
 BT0277  VERT ORDER  -  SECOND    CLASS II
 BT0277
 BT0277.The horizontal coordinates were scaled from a topographic map and have
 BT0277.an estimated accuracy of +/- 6 seconds.
 BT0277
 BT0277.The orthometric height was determined by differential leveling
 BT0277.and adjusted by the National Geodetic Survey in June 1991..
 BT0277
 BT0277.The geoid height was determined by GEOID03.
 BT0277
 BT0277.The dynamic height is computed by dividing the NAVD 88
 BT0277.geopotential number by the normal gravity value computed on the
 BT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0277.degrees latitude (g = 980.6199 gals.).
 BT0277
 BT0277.The modeled gravity was interpolated from observed gravity values.
 BT0277
 BT0277;                    North         East    Units  Estimated Accuracy
 BT0277;SPC GA W     -   178,820.      691,800.      MT  (+/- 180 meters Scaled)
 BT0277
 BT0277                          SUPERSEDED SURVEY CONTROL
 BT0277
 BT0277  NGVD 29 (??/??/92)   73.464  (m)          241.02   (f) ADJ UNCH    2 2
 BT0277
 BT0277.Superseded values are not recommended for survey control.
 BT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0277.See file dsdata.txt to determine how the superseded data were derived.
 BT0277
 BT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA605008(NAD 83)
 BT0277_MARKER: DD = SURVEY DISK
 BT0277_SETTING: 0 = UNSPECIFIED SETTING
 BT0277_STAMPING: BV 047 32
 BT0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0277
 BT0277  HISTORY     - Date     Condition        Report By
 BT0277  HISTORY     - UNK      MONUMENTED       GAHD
 BT0277  HISTORY     - 1974     GOOD             NGS
 BT0277
 BT0277                          STATION DESCRIPTION
 BT0277
 BT0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0277'6 MI W FROM ALBANY.
 BT0277'TO REACH THE MARK FROM THE POST OFFICE IN ALBANY, GO NORTH ON
 BT0277'SLAPPY BOULEVARD FOR 1.45 MILES, THEN WEST ON GUILLIONVILLE
 BT0277'ROAD FOR 6.45 MILES, THENCE NORTH ON BYRON PLANTATION ROAD FOR
 BT0277'2.0 MILES, THEN PROCEED EAST ALONG OLD DAWSON ROAD FOR 3.35
 BT0277'MILES TO A CROSSROAD AND THE MARK IN THE SOUTHEAST CORNER OF THE
 BT0277'INTERSECTION.  THE MARK IS A GEORGIA DEPARTMENT OF TRANSPORTATION
 BT0277'DISK STAMPED BV 047-32.  IT IS 38.6 FEET SOUTHEAST OF THE
 BT0277'CENTER OF THE INTERSECTION, 26.5 FEET SOUTH OF THE CENTER OF OLD
 BT0277'DAWSON ROAD AND 2.8 FEET NORTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0279 ***********************************************************************
 BT0279  DESIGNATION -  BV 047 33
 BT0279  PID         -  BT0279
 BT0279  STATE/COUNTY-  GA/DOUGHERTY
 BT0279  USGS QUAD   -  PRETORIA (1988)
 BT0279
 BT0279                         *CURRENT SURVEY CONTROL
 BT0279  ___________________________________________________________________
 BT0279* NAD 83(1986)-  31 36 46.     (N)    084 16 14.     (W)     SCALED    
 BT0279* NAVD 88     -        74.900  (meters)     245.73   (feet)  ADJUSTED  
 BT0279  ___________________________________________________________________
 BT0279  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0279  DYNAMIC HT  -          74.811 (meters)     245.44  (feet)  COMP
 BT0279  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BT0279
 BT0279  VERT ORDER  -  SECOND    CLASS II
 BT0279
 BT0279.The horizontal coordinates were scaled from a topographic map and have
 BT0279.an estimated accuracy of +/- 6 seconds.
 BT0279
 BT0279.The orthometric height was determined by differential leveling
 BT0279.and adjusted by the National Geodetic Survey in June 1991..
 BT0279
 BT0279.The geoid height was determined by GEOID03.
 BT0279
 BT0279.The dynamic height is computed by dividing the NAVD 88
 BT0279.geopotential number by the normal gravity value computed on the
 BT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0279.degrees latitude (g = 980.6199 gals.).
 BT0279
 BT0279.The modeled gravity was interpolated from observed gravity values.
 BT0279
 BT0279;                    North         East    Units  Estimated Accuracy
 BT0279;SPC GA W     -   178,790.      690,140.      MT  (+/- 180 meters Scaled)
 BT0279
 BT0279                          SUPERSEDED SURVEY CONTROL
 BT0279
 BT0279  NGVD 29 (??/??/92)   75.047  (m)          246.22   (f) ADJ UNCH    2 2
 BT0279
 BT0279.Superseded values are not recommended for survey control.
 BT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0279.See file dsdata.txt to determine how the superseded data were derived.
 BT0279
 BT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA589007(NAD 83)
 BT0279_MARKER: DD = SURVEY DISK
 BT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0279_STAMPING: BV 047 33
 BT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0279+STABILITY: SURFACE MOTION
 BT0279
 BT0279  HISTORY     - Date     Condition        Report By
 BT0279  HISTORY     - UNK      MONUMENTED       GADT
 BT0279  HISTORY     - 1974     GOOD             NGS
 BT0279
 BT0279                          STATION DESCRIPTION
 BT0279
 BT0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0279'10 MI NW FROM ALBANY.
 BT0279'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE AT
 BT0279'ALBANY TO THE JUNCTION OF GILLIONVILLE ROAD, THENCE 6.45 MILES
 BT0279'WEST ALONG GILLIONVILLE ROAD TO THE JUNCTION OF BYRON PLANTATION
 BT0279'ROAD, THENCE 2.0 MILES NORTH ALONG BYRON PLANTATION ROAD TO THE
 BT0279'JUNCTION OF OLD DAWSON ROAD, THENCE 0.2 MILES ALONG OLD DAWSON
 BT0279'ROAD.  64.0 FEET SOUTHWEST OF A POWER POLE, 29.0 FEET SOUTH OF
 BT0279'THE CENTERLINE OF A DRIVEWAY, 27.7 FEET SOUTH OF THE CENTERLINE
 BT0279'OF OLD DAWSON ROAD.  6 INCHES BELOW THE LEVEL OF THE GROUND.  SET
 BT0279'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0280 ***********************************************************************
 BT0280  DESIGNATION -  BV 047 34
 BT0280  PID         -  BT0280
 BT0280  STATE/COUNTY-  GA/DOUGHERTY
 BT0280  USGS QUAD   -  PRETORIA (1988)
 BT0280
 BT0280                         *CURRENT SURVEY CONTROL
 BT0280  ___________________________________________________________________
 BT0280* NAD 83(1986)-  31 36 47.     (N)    084 16 27.     (W)     SCALED    
 BT0280* NAVD 88     -        72.715  (meters)     238.57   (feet)  ADJUSTED  
 BT0280  ___________________________________________________________________
 BT0280  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT0280  DYNAMIC HT  -          72.628 (meters)     238.28  (feet)  COMP
 BT0280  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 BT0280
 BT0280  VERT ORDER  -  SECOND    CLASS II
 BT0280
 BT0280.The horizontal coordinates were scaled from a topographic map and have
 BT0280.an estimated accuracy of +/- 6 seconds.
 BT0280
 BT0280.The orthometric height was determined by differential leveling
 BT0280.and adjusted by the National Geodetic Survey in June 1991..
 BT0280
 BT0280.The geoid height was determined by GEOID03.
 BT0280
 BT0280.The dynamic height is computed by dividing the NAVD 88
 BT0280.geopotential number by the normal gravity value computed on the
 BT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0280.degrees latitude (g = 980.6199 gals.).
 BT0280
 BT0280.The modeled gravity was interpolated from observed gravity values.
 BT0280
 BT0280;                    North         East    Units  Estimated Accuracy
 BT0280;SPC GA W     -   178,820.      689,800.      MT  (+/- 180 meters Scaled)
 BT0280
 BT0280                          SUPERSEDED SURVEY CONTROL
 BT0280
 BT0280  NGVD 29 (??/??/92)   72.861  (m)          239.04   (f) ADJ UNCH    2 2
 BT0280
 BT0280.Superseded values are not recommended for survey control.
 BT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0280.See file dsdata.txt to determine how the superseded data were derived.
 BT0280
 BT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA585007(NAD 83)
 BT0280_MARKER: DD = SURVEY DISK
 BT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0280_STAMPING: BV 047-34
 BT0280_MARK LOGO: GADT  
 BT0280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0280+STABILITY: SURFACE MOTION
 BT0280
 BT0280  HISTORY     - Date     Condition        Report By
 BT0280  HISTORY     - UNK      MONUMENTED       GADT
 BT0280  HISTORY     - 1974     GOOD             NGS
 BT0280  HISTORY     - 1989     GOOD             USPSQD
 BT0280  HISTORY     - 1990     GOOD             USPSQD
 BT0280  HISTORY     - 19900301 GOOD             HOBBS
 BT0280
 BT0280                          STATION DESCRIPTION
 BT0280
 BT0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0280'9.9 MI NW FROM ALBANY.
 BT0280'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE AT
 BT0280'ALBANY, THENCE 6.45 MILES WEST ALONG GILLIONVILLE ROAD TO BYRON
 BT0280'PLANTATION ROAD, THENCE 2.0 MILES NORTH ALONG BYRON PLANTATION ROAD
 BT0280'TO INTERSECTION OF OLD DAWSON ROAD AND VAN CISE LANE, 210 FEET
 BT0280'EAST OF EAST END OF DRAIN PIPE UNDER J.W. BROWN DRIVEWAY, 73.6
 BT0280'FEET EAST OF FENCE CORNER POST, 34 FEET NORTH OF CENTERLINE OF
 BT0280'OLD DAWSON ROAD, 3.7 FEET SOUTHEAST OF POWERLINE POLE AND 46
 BT0280'FEET WEST OF POWER LINE POLE, SET IN TOP OF A CONCRETE POST
 BT0280'PROJECTING 2-INCHES.
 BT0280
 BT0280                          STATION RECOVERY (1989)
 BT0280
 BT0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0280'RECOVERED IN GOOD CONDITION.
 BT0280
 BT0280                          STATION RECOVERY (1990)
 BT0280
 BT0280'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0280'RECOVERED IN GOOD CONDITION.
 BT0280
 BT0280                          STATION RECOVERY (1990)
 BT0280
 BT0280'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990 (JFS)
 BT0280'MARK IS A GEORGIA DEPT OF TRANSPORTATION MONUMENT WITH BRASS DISK, IN
 BT0280'WEST ALBANY IN DOUGHERTY COUNTY, GEORGIA.  MARK IS 0.95 MI (1.53 KM)
 BT0280'NORTH ON BYRON PLANTATION ROAD FROM ITS JUNCTION WITH GILLIONVILLE
 BT0280'ROAD (GA HIGHWAY 234) AT THE INTERSECTION OF VAN CISE LANE.  MARK IS
 BT0280'NORTH OF THE T-INTERSECTION NEAR TWIN POWER POLES.  MARK IS 4 FT (1.2
 BT0280'M) SOUTHEAST OF THE EASTERNMOST OF TWIN POWERPOLES, HAVING A STREET
 BT0280'LIGHT AND TRANSFORMER, 33.3 FT (10.1 M) NORTH OF CENTELINE OF VAN CISE
 BT0280'LANE, 2.3 FT (0.7 M) SOUTH OF A SINGLE-STRAND BARBED WIRE FENCE.  SET
 BT0280'FLUSH WITH GROUND NEAR SHALLOW DRAIN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0283 ***********************************************************************
 BT0283  DESIGNATION -  BV 047 35
 BT0283  PID         -  BT0283
 BT0283  STATE/COUNTY-  GA/DOUGHERTY
 BT0283  USGS QUAD   -  PRETORIA (1988)
 BT0283
 BT0283                         *CURRENT SURVEY CONTROL
 BT0283  ___________________________________________________________________
 BT0283* NAD 83(1986)-  31 35 07.     (N)    084 16 46.     (W)     SCALED    
 BT0283* NAVD 88     -        67.924  (meters)     222.85   (feet)  ADJUSTED  
 BT0283  ___________________________________________________________________
 BT0283  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT0283  DYNAMIC HT  -          67.843 (meters)     222.58  (feet)  COMP
 BT0283  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 BT0283
 BT0283  VERT ORDER  -  SECOND    CLASS II
 BT0283
 BT0283.The horizontal coordinates were scaled from a topographic map and have
 BT0283.an estimated accuracy of +/- 6 seconds.
 BT0283
 BT0283.The orthometric height was determined by differential leveling
 BT0283.and adjusted by the National Geodetic Survey in June 1991..
 BT0283
 BT0283.The geoid height was determined by GEOID03.
 BT0283
 BT0283.The dynamic height is computed by dividing the NAVD 88
 BT0283.geopotential number by the normal gravity value computed on the
 BT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0283.degrees latitude (g = 980.6199 gals.).
 BT0283
 BT0283.The modeled gravity was interpolated from observed gravity values.
 BT0283
 BT0283;                    North         East    Units  Estimated Accuracy
 BT0283;SPC GA W     -   175,740.      689,300.      MT  (+/- 180 meters Scaled)
 BT0283
 BT0283                          SUPERSEDED SURVEY CONTROL
 BT0283
 BT0283  NGVD 29 (??/??/92)   68.072  (m)          223.33   (f) ADJ UNCH    2 2
 BT0283
 BT0283.Superseded values are not recommended for survey control.
 BT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0283.See file dsdata.txt to determine how the superseded data were derived.
 BT0283
 BT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV581976(NAD 83)
 BT0283_MARKER: DD = SURVEY DISK
 BT0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0283_STAMPING: BV 047 35
 BT0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0283+STABILITY: SURFACE MOTION
 BT0283
 BT0283  HISTORY     - Date     Condition        Report By
 BT0283  HISTORY     - UNK      MONUMENTED       GADT
 BT0283  HISTORY     - 1974     GOOD             NGS
 BT0283
 BT0283                          STATION DESCRIPTION
 BT0283
 BT0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0283'7.8 MI NW FROM ALBANY.
 BT0283'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE TO THE
 BT0283'JUNCTION OF GILLIONVILLE ROAD, THENCE 6.30 MILES WEST ALONG
 BT0283'GILLIONVILLE ROAD TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY.
 BT0283'46.8 FEET WEST OF A 18 INCH OAK TREE, 26.0 FEET SOUTH OF THE
 BT0283'CENTERLINE OF THE HIGHWAY, 14.7 FEET NORTHEAST OF A POWER POLE.
 BT0283'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0286 ***********************************************************************
 BT0286  DESIGNATION -  BV 047 36
 BT0286  PID         -  BT0286
 BT0286  STATE/COUNTY-  GA/DOUGHERTY
 BT0286  USGS QUAD   -  PRETORIA (1988)
 BT0286
 BT0286                         *CURRENT SURVEY CONTROL
 BT0286  ___________________________________________________________________
 BT0286* NAD 83(1994)-  31 35 08.01816(N)    084 15 05.07551(W)     ADJUSTED  
 BT0286* NAVD 88     -        67.879  (meters)     222.70   (feet)  ADJUSTED  
 BT0286  ___________________________________________________________________
 BT0286  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BT0286  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT0286  DYNAMIC HT  -          67.797 (meters)     222.43  (feet)  COMP
 BT0286  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 BT0286
 BT0286  HORZ ORDER  -  SECOND
 BT0286  VERT ORDER  -  SECOND    CLASS II
 BT0286
 BT0286.The horizontal coordinates were established by classical geodetic methods
 BT0286.and adjusted by the National Geodetic Survey in September 1997..
 BT0286.No horizontal observational check was made to the station.
 BT0286
 BT0286.The orthometric height was determined by differential leveling
 BT0286.and adjusted by the National Geodetic Survey in June 1991..
 BT0286
 BT0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0286
 BT0286.The geoid height was determined by GEOID03.
 BT0286
 BT0286.The dynamic height is computed by dividing the NAVD 88
 BT0286.geopotential number by the normal gravity value computed on the
 BT0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0286.degrees latitude (g = 980.6199 gals.).
 BT0286
 BT0286.The modeled gravity was interpolated from observed gravity values.
 BT0286
 BT0286;                    North         East     Units Scale Factor Converg.
 BT0286;SPC GA W     -   175,770.210   691,957.343   MT  0.99990080   -0 02 39.8
 BT0286;SPC GA W     -   576,672.76  2,270,196.72   sFT  0.99990080   -0 02 39.8
 BT0286;UTM  16      - 3,497,778.062   760,825.498   MT  1.00043914   +1 26 25.6
 BT0286
 BT0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0286!SPC GA W     -   0.99999357  x   0.99990080  =   0.99989437
 BT0286!UTM  16      -   0.99999357  x   1.00043914  =   1.00043271
 BT0286
 BT0286                          SUPERSEDED SURVEY CONTROL
 BT0286
 BT0286  NAD 83(1986)-  31 35 08.02417(N)    084 15 05.08182(W) AD(       ) 2
 BT0286  NGVD 29 (??/??/92)   68.027  (m)          223.19   (f) ADJ UNCH    2 2
 BT0286
 BT0286.Superseded values are not recommended for survey control.
 BT0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0286.See file dsdata.txt to determine how the superseded data were derived.
 BT0286
 BT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6082597778(NAD 83)
 BT0286_MARKER: DD = SURVEY DISK
 BT0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0286_SP_SET: CONCRETE POST
 BT0286_STAMPING: BV 047-36
 BT0286_MARK LOGO: GADT  
 BT0286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0286+STABILITY: SURFACE MOTION
 BT0286
 BT0286  HISTORY     - Date     Condition        Report By
 BT0286  HISTORY     - 1974     MONUMENTED       GADT
 BT0286  HISTORY     - 1974     GOOD             NGS
 BT0286  HISTORY     - 1989     GOOD             USPSQD
 BT0286  HISTORY     - 19900301 GOOD             HOBBS
 BT0286  HISTORY     - 19951214 GOOD             NGS
 BT0286
 BT0286                          STATION DESCRIPTION
 BT0286
 BT0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0286'6.1 MI NW FROM ALBANY.
 BT0286'1.45 MILES NORTH ALONG SLAPPEY DRIVE FROM THE POST OFFICE AT
 BT0286'ALBANY TO THE JUNCTION OF GILLIONVILLE ROAD, THENCE 4.65 MILES
 BT0286'WEST ALONG GILLIONVILLE ROAD TO THE JUNCTION OF LOCKET STATION
 BT0286'ROAD.  43.4 FEET SOUTH OF THE CENTERLINE OF GILLIONVILLE ROAD,
 BT0286'9.7 FEET NORTHWEST OF A FENCE CORNER, 8.4 FEET WEST OF A POWER
 BT0286'POLE.  SET IN THE TOP OF A CONCRETE POST.
 BT0286
 BT0286                          STATION RECOVERY (1989)
 BT0286
 BT0286'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0286'RECOVERED IN GOOD CONDITION.
 BT0286
 BT0286                          STATION RECOVERY (1990)
 BT0286
 BT0286'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT0286'MARK IS IN DOUGHERTY COUNTY, GEORGIA, WEST OF ALBANY, IN SOUTHWEST
 BT0286'QUADRANT OF INTERSECTION OF GILLIONVILLE ROAD---GA HIGHWAY 234---AND
 BT0286'LOCKETT STATION ROAD, AT STORE LOT, BOTH TWO RIGHT-OF-WAY MARKERS,
 BT0286'50.4 FT (15.36 M) WEST OF CENTERLINE, LOCKETT STATION ROAD, 42.9 FT
 BT0286'(13.08 M) SOUTH OF CENTERLINE OF HIGHWAY 234, 7.3 FT (2.23 M)
 BT0286'NORTHEAST OF A LARGE POWER POLE.  MARK IS BRASS DISK SET IN CONCRETE
 BT0286'MONUMENT THAT PROJECTS SLIGHTLY ABOVE GROUND LEVEL.
 BT0286
 BT0286                          STATION RECOVERY (1995)
 BT0286
 BT0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0286'MARK IS 5 MILES (8.0 KM) WEST OF ALBANY ON DOT R/W.  TO REACH FROM THE
 BT0286'JUNCTION OF US 19 BUSINESS--SLAPPEY DRIVE--AND STATE ROUTE
 BT0286'234--GILLIONVILLE RD--JUST SOUTH OF DAWSON RD AND JUST NORTH OF
 BT0286'RAILROAD CROSSING, TRAVEL WEST ON SR 234 FOR 4.5 MILES (7.2 KM) TO
 BT0286'MARK ON THE LEFT AT BLINKING CAUTION LIGHT, CONOCO STATION, LOCKETT
 BT0286'STATION RD TO THE SOUTH AND WEYMOUTH DRIVE TO THE NORTH.  MARK IS
 BT0286'BETWEEN TWO R/W MARKERS, 50.4 FT (15.4 M) WEST OF LOCKETT STATION RD,
 BT0286'43 FT (13.1 M) SOUTH OF SR 234, 7.3 FT (2.2 M) NE OF A LARGE POWERPOLE
 BT0286'WITH LIGHTS, PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2297 ***********************************************************************
 BT2297  DESIGNATION -  BV 047 38
 BT2297  PID         -  BT2297
 BT2297  STATE/COUNTY-  GA/DOUGHERTY
 BT2297  USGS QUAD   -  ALBANY EAST (1988)
 BT2297
 BT2297                         *CURRENT SURVEY CONTROL
 BT2297  ___________________________________________________________________
 BT2297* NAD 83(1994)-  31 34 47.33161(N)    084 06 02.29528(W)     ADJUSTED  
 BT2297* NAVD 88     -        63.513  (meters)     208.38   (feet)  ADJUSTED  
 BT2297  ___________________________________________________________________
 BT2297  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BT2297  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT2297  DYNAMIC HT  -          63.436 (meters)     208.12  (feet)  COMP
 BT2297  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 BT2297
 BT2297  HORZ ORDER  -  SECOND
 BT2297  VERT ORDER  -  SECOND    CLASS II
 BT2297
 BT2297.The horizontal coordinates were established by classical geodetic methods
 BT2297.and adjusted by the National Geodetic Survey in September 1997..
 BT2297.No horizontal observational check was made to the station.
 BT2297
 BT2297.The orthometric height was determined by differential leveling
 BT2297.and adjusted by the National Geodetic Survey in November 1996..
 BT2297
 BT2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2297
 BT2297.The geoid height was determined by GEOID03.
 BT2297
 BT2297.The dynamic height is computed by dividing the NAVD 88
 BT2297.geopotential number by the normal gravity value computed on the
 BT2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2297.degrees latitude (g = 980.6199 gals.).
 BT2297
 BT2297.The modeled gravity was interpolated from observed gravity values.
 BT2297
 BT2297;                    North         East     Units Scale Factor Converg.
 BT2297;SPC GA W     -   175,131.906   706,266.956   MT  0.99990048   +0 02 04.5
 BT2297;SPC GA W     -   574,578.59  2,317,144.17   sFT  0.99990048   +0 02 04.5
 BT2297;UTM  16      - 3,497,510.598   775,155.237   MT  1.00053390   +1 31 09.5
 BT2297
 BT2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2297!SPC GA W     -   0.99999427  x   0.99990048  =   0.99989475
 BT2297!UTM  16      -   0.99999427  x   1.00053390  =   1.00052817
 BT2297
 BT2297                          SUPERSEDED SURVEY CONTROL
 BT2297
 BT2297  NAD 83(1986)-  31 34 47.33765(N)    084 06 02.30233(W) AD(       ) 2
 BT2297
 BT2297.Superseded values are not recommended for survey control.
 BT2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2297.See file dsdata.txt to determine how the superseded data were derived.
 BT2297
 BT2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7515597511(NAD 83)
 BT2297_MARKER: DD = SURVEY DISK
 BT2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2297_SP_SET: CONCRETE POST
 BT2297_STAMPING: BV 047-38
 BT2297_MARK LOGO: GADT  
 BT2297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2297+STABILITY: SURFACE MOTION
 BT2297
 BT2297  HISTORY     - Date     Condition        Report By
 BT2297  HISTORY     - 1973     MONUMENTED       GADT
 BT2297  HISTORY     - 19900501 GOOD             HOBBS
 BT2297  HISTORY     - 19900711 GOOD             HOBBS
 BT2297
 BT2297                          STATION DESCRIPTION
 BT2297
 BT2297'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 BT2297'MARK IS AZIMUTH MARK FOR STATION BV 047-39 (ALIAS D439).  MARK IS
 BT2297'0.75 MI (1.21 KM) WEST ON CLARK AVENUE FROM ITS JUNCTION WITH
 BT2297'CORDELLE ROAD (GA HIGHWAY 300) ACROSS FROM BLUE ALBANY WATER TOWER,
 BT2297'4.3 FT (1.31 M) SOUTH OF BACK OF CURB OF CLARK AVE, 100.3 FT EAST OF
 BT2297'CENTERLINE OF SCHOOL STREET, 15 FT (4.57 M) NORTH OF CENTERLINE OF
 BT2297'DIRT ROAD AT EDGE OF MOBILE HOME PARK.  MARK IS A GEORGIA DEPT OF
 BT2297'TRANSPORTATION BRASS DISK SET IN TOP OF 10-INCH DIAMETER ROUND
 BT2297'CONCRETE MONUMENT SET FLUSH WITH GROUND.
 BT2297
 BT2297                          STATION RECOVERY (1990)
 BT2297
 BT2297'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2298 ***********************************************************************
 BT2298  DESIGNATION -  BV 047 39
 BT2298  PID         -  BT2298
 BT2298  STATE/COUNTY-  GA/DOUGHERTY
 BT2298  USGS QUAD   -  ALBANY EAST (1988)
 BT2298
 BT2298                         *CURRENT SURVEY CONTROL
 BT2298  ___________________________________________________________________
 BT2298* NAD 83(1994)-  31 34 47.89745(N)    084 05 15.31353(W)     ADJUSTED  
 BT2298* NAVD 88     -        59.996  (meters)     196.84   (feet)  ADJUSTED  
 BT2298  ___________________________________________________________________
 BT2298  X           -     560,221.736 (meters)                     COMP
 BT2298  Y           -  -5,409,691.207 (meters)                     COMP
 BT2298  Z           -   3,320,861.537 (meters)                     COMP
 BT2298  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BT2298  ELLIP HEIGHT-          32.98  (meters)          (09/03/97) GPS OBS
 BT2298  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT2298  DYNAMIC HT  -          59.923 (meters)     196.60  (feet)  COMP
 BT2298  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 BT2298
 BT2298  HORZ ORDER  -  FIRST
 BT2298  VERT ORDER  -  SECOND    CLASS II
 BT2298  ELLP ORDER  -  FOURTH    CLASS II
 BT2298
 BT2298.The horizontal coordinates were established by GPS observations
 BT2298.and adjusted by the National Geodetic Survey in September 1997..
 BT2298
 BT2298.The orthometric height was determined by differential leveling
 BT2298.and adjusted by the National Geodetic Survey in November 1996..
 BT2298
 BT2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2298
 BT2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2298
 BT2298.The ellipsoidal height was determined by GPS observations
 BT2298.and is referenced to NAD 83.
 BT2298
 BT2298.The geoid height was determined by GEOID03.
 BT2298
 BT2298.The dynamic height is computed by dividing the NAVD 88
 BT2298.geopotential number by the normal gravity value computed on the
 BT2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2298.degrees latitude (g = 980.6199 gals.).
 BT2298
 BT2298.The modeled gravity was interpolated from observed gravity values.
 BT2298
 BT2298;                    North         East     Units Scale Factor Converg.
 BT2298;SPC GA W     -   175,150.154   707,505.592   MT  0.99990069   +0 02 29.1
 BT2298;SPC GA W     -   574,638.46  2,321,207.93   sFT  0.99990069   +0 02 29.1
 BT2298;UTM  16      - 3,497,560.966   776,393.773   MT  1.00054232   +1 31 34.2
 BT2298
 BT2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2298!SPC GA W     -   0.99999482  x   0.99990069  =   0.99989551
 BT2298!UTM  16      -   0.99999482  x   1.00054232  =   1.00053714
 BT2298
 BT2298                          SUPERSEDED SURVEY CONTROL
 BT2298
 BT2298  NAD 83(1986)-  31 34 47.90344(N)    084 05 15.32057(W) AD(       ) 1
 BT2298  NGVD 29 (03/24/92)   60.1    (m)          197.     (f) GPS OBS        
 BT2298
 BT2298.Superseded values are not recommended for survey control.
 BT2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2298.See file dsdata.txt to determine how the superseded data were derived.
 BT2298
 BT2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7639497561(NAD 83)
 BT2298_MARKER: DD = SURVEY DISK
 BT2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2298_SP_SET: CONCRETE POST
 BT2298_STAMPING: BV 047-39
 BT2298_MARK LOGO: GADT  
 BT2298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2298+STABILITY: SURFACE MOTION
 BT2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2298+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1990
 BT2298
 BT2298  HISTORY     - Date     Condition        Report By
 BT2298  HISTORY     - 1973     MONUMENTED       GADT
 BT2298  HISTORY     - 19880926 GOOD
 BT2298  HISTORY     - 19900501 GOOD             HOBBS
 BT2298  HISTORY     - 19900711 GOOD             HOBBS
 BT2298
 BT2298                          STATION DESCRIPTION
 BT2298
 BT2298'DESCRIBED 1988
 BT2298'RECOVERED IN GOOD CONDITION.
 BT2298
 BT2298                          STATION RECOVERY (1990)
 BT2298
 BT2298'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2298'MARK IS IN ALBANY, DOUGHERTY COUNTY, GEORGIA, LOCATED ON SOUTH SIDE
 BT2298'OF JUNCTION OF CLARK AVENUE AND CORDELLE ROAD (STATE HIGHWAY 300 AND
 BT2298'62).  MARK IS A GEORGIA DEPT OF TRANSPORTATION BRASS DISK SET IN TOP
 BT2298'OF A 10-INCH DIAMETER ROUND CONCRETE MONUMENT SET FLUSH WITH GROUND,
 BT2298'2.9 FT (0.88 M) NORTHEAST OF A WITNESS POST, 59.9 FT (18.26 M)
 BT2298'SOUTHEAST OF CENTERLINE OF CORDELLE ROAD, 26.5 FT (8.08 M) SOUTH OF
 BT2298'CENTER OF MANHOLE IN CATCH BASIN, 83.5 FT (25.45 M) NORTHEAST OF A
 BT2298'POWER POLE.
 BT2298
 BT2298                          STATION RECOVERY (1990)
 BT2298
 BT2298'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2299 ***********************************************************************
 BT2299  DESIGNATION -  BV 047 41
 BT2299  PID         -  BT2299
 BT2299  STATE/COUNTY-  GA/DOUGHERTY
 BT2299  USGS QUAD   -  ALBANY EAST (1988)
 BT2299
 BT2299                         *CURRENT SURVEY CONTROL
 BT2299  ___________________________________________________________________
 BT2299* NAD 83(1994)-  31 35 30.86895(N)    084 04 18.06118(W)     ADJUSTED  
 BT2299* NAVD 88     -        66.9    (meters)     219.     (feet)  VERTCON   
 BT2299  ___________________________________________________________________
 BT2299  X           -     561,652.272 (meters)                     COMP
 BT2299  Y           -  -5,408,851.796 (meters)                     COMP
 BT2299  Z           -   3,321,992.587 (meters)                     COMP
 BT2299  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BT2299  ELLIP HEIGHT-          39.85  (meters)          (09/03/97) GPS OBS
 BT2299  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT2299
 BT2299  HORZ ORDER  -  FIRST
 BT2299  ELLP ORDER  -  FOURTH    CLASS II
 BT2299
 BT2299.The horizontal coordinates were established by GPS observations
 BT2299.and adjusted by the National Geodetic Survey in September 1997..
 BT2299
 BT2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2299
 BT2299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2299
 BT2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2299
 BT2299.The ellipsoidal height was determined by GPS observations
 BT2299.and is referenced to NAD 83.
 BT2299
 BT2299.The geoid height was determined by GEOID03.
 BT2299
 BT2299;                    North         East     Units Scale Factor Converg.
 BT2299;SPC GA W     -   176,474.740   709,013.868   MT  0.99990100   +0 02 59.1
 BT2299;SPC GA W     -   578,984.21  2,326,156.33   sFT  0.99990100   +0 02 59.1
 BT2299;UTM  16      - 3,498,925.076   777,868.168   MT  1.00055240   +1 32 06.1
 BT2299;UTM  17      - 3,499,298.736   208,521.912   MT  1.00064800   -1 36 37.0
 BT2299
 BT2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2299!SPC GA W     -   0.99999374  x   0.99990100  =   0.99989474
 BT2299!UTM  16      -   0.99999374  x   1.00055240  =   1.00054614
 BT2299!UTM  17      -   0.99999374  x   1.00064800  =   1.00064174
 BT2299
 BT2299                          SUPERSEDED SURVEY CONTROL
 BT2299
 BT2299  NAD 83(1986)-  31 35 30.87479(N)    084 04 18.06733(W) AD(       ) 1
 BT2299  NGVD 29 (03/24/92)   67.0    (m)          220.     (f) GPS OBS        
 BT2299
 BT2299.Superseded values are not recommended for survey control.
 BT2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2299.See file dsdata.txt to determine how the superseded data were derived.
 BT2299
 BT2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7786898925(NAD 83)
 BT2299_MARKER: DD = SURVEY DISK
 BT2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2299_SP_SET: CONCRETE POST
 BT2299_STAMPING: BV 047-41
 BT2299_MARK LOGO: GADT  
 BT2299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2299+STABILITY: SURFACE MOTION
 BT2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2299+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1989
 BT2299
 BT2299  HISTORY     - Date     Condition        Report By
 BT2299  HISTORY     - 1973     MONUMENTED       GADT
 BT2299  HISTORY     - 19870701 GOOD             HOBBS
 BT2299  HISTORY     - 19890315 GOOD
 BT2299  HISTORY     - 20031015 GOOD             GADT
 BT2299
 BT2299                          STATION DESCRIPTION
 BT2299
 BT2299'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2299'STATION RECOVERED EAST OF ALBANY IN DOUGHERTY COUNTY,
 BT2299'GEORGIA. ADDITIONAL DESCRIPTION NOTES FOLLOW.
 BT2299'TO REACH STATION FROM FLINT RIVER BRIDGE OF OGLETHORPE BOULEVARD, GO
 BT2299'EAST ON US HIGHWAY 82---OGLETHORPE BLVD---FOR 3.75 MI (6.03 KM) TO
 BT2299'JUNCTION OF CORDELLE ROAD---SR 257---THEN NORTH ON SR 257 FOR 1.75 MI
 BT2299'(2.82 KM) TO STATION ON LEFT.
 BT2299'STATION IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK SET IN TOP OF
 BT2299'A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 55.7 FT (16.98 M)
 BT2299'NORTHWEST OF CENTERLINE OF SR 257, 61 FT (18.59 M) SOUTHWEST OF A
 BT2299'RIGHT-OF-WAY MARKER, 227.2 FT (69.25 M) NORTHEAST OF A MANHOLE COVER,
 BT2299'3.2 FT (0.98 M) SOUTHEAST OF A WITNESS POST, 9.5 FT (2.90 M)
 BT2299'NORTHWEST OF NORTH CURB OF SR 257.
 BT2299
 BT2299                          STATION RECOVERY (1989)
 BT2299
 BT2299'RECOVERED 1989
 BT2299'RECOVERED IN GOOD CONDITION.
 BT2299
 BT2299                          STATION RECOVERY (2003)
 BT2299
 BT2299'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BT2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7062 ***********************************************************************
 AB7062  DESIGNATION -  BV 047 44 2
 AB7062  PID         -  AB7062
 AB7062  STATE/COUNTY-  GA/DOUGHERTY
 AB7062  USGS QUAD   -  ALBANY EAST (1988)
 AB7062
 AB7062                         *CURRENT SURVEY CONTROL
 AB7062  ___________________________________________________________________
 AB7062* NAD 83(1986)-  31 36 21.     (N)    084 02 35.     (W)     SCALED    
 AB7062* NAVD 88     -        65.348  (meters)     214.40   (feet)  ADJUSTED  
 AB7062  ___________________________________________________________________
 AB7062  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AB7062  DYNAMIC HT  -          65.270 (meters)     214.14  (feet)  COMP
 AB7062  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 AB7062
 AB7062  VERT ORDER  -  SECOND    CLASS II
 AB7062
 AB7062.The horizontal coordinates were scaled from a topographic map and have
 AB7062.an estimated accuracy of +/- 6 seconds.
 AB7062
 AB7062.The orthometric height was determined by differential leveling
 AB7062.and adjusted by the National Geodetic Survey in November 1996..
 AB7062
 AB7062.The geoid height was determined by GEOID03.
 AB7062
 AB7062.The dynamic height is computed by dividing the NAVD 88
 AB7062.geopotential number by the normal gravity value computed on the
 AB7062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7062.degrees latitude (g = 980.6199 gals.).
 AB7062
 AB7062.The modeled gravity was interpolated from observed gravity values.
 AB7062
 AB7062;                    North         East    Units  Estimated Accuracy
 AB7062;SPC GA W     -   178,020.      711,730.      MT  (+/- 180 meters Scaled)
 AB7062
 AB7062                          SUPERSEDED SURVEY CONTROL
 AB7062
 AB7062.No superseded survey control is available for this station.
 AB7062
 AB7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA805005(NAD 83)
 AB7062_MARKER: DD = SURVEY DISK
 AB7062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7062_STAMPING: BV 047-44-2
 AB7062_MARK LOGO: GADT  
 AB7062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7062+STABILITY: SURFACE MOTION
 AB7062
 AB7062  HISTORY     - Date     Condition        Report By
 AB7062  HISTORY     - UNK      MONUMENTED       GADT
 AB7062  HISTORY     - 19900301 GOOD             HOBBS
 AB7062
 AB7062                          STATION DESCRIPTION
 AB7062
 AB7062'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (FFH)
 AB7062'MARK IS 7 MILES (11.3 KM) NE OF ALBANY.  TO REACH FROM THE JUNCTION OF
 AB7062'STATE ROUTES 300 AND 62 AT SE CORNER OF MILLER BREWING CO PLANT, GO
 AB7062'3.25 MILES (5.23 KM) NE ON SR 300 TO THE MARK ON THE RIGHT IN A PECAN
 AB7062'GROVE, 0.65 MI (1.05 KM) NE ON SR 300 FROM BRANCH ROAD, 0.45 MILE
 AB7062'(0.72 KM) NE OF BRIDGE OVER PINEY BRANCH, 76 FT (23.2 M) SOUTHEAST OF
 AB7062'NORTHBOUND SR 300 LANES, 57 FT (17.4 M) NE OF A GIANT RED OAK, 3.5 FT
 AB7062'(1.1 M) NW OF A WITNESS POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2300 ***********************************************************************
 BT2300  DESIGNATION -  BV 047 46 2
 BT2300  PID         -  BT2300
 BT2300  STATE/COUNTY-  GA/DOUGHERTY
 BT2300  USGS QUAD   -  ALBANY NE (1983)
 BT2300
 BT2300                         *CURRENT SURVEY CONTROL
 BT2300  ___________________________________________________________________
 BT2300* NAD 83(1994)-  31 37 39.35560(N)    084 01 18.16169(W)     ADJUSTED  
 BT2300* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 BT2300  ___________________________________________________________________
 BT2300  X           -     566,154.013 (meters)                     COMP
 BT2300  Y           -  -5,406,301.817 (meters)                     COMP
 BT2300  Z           -   3,325,365.880 (meters)                     COMP
 BT2300  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BT2300  ELLIP HEIGHT-          45.59  (meters)          (09/03/97) GPS OBS
 BT2300  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BT2300
 BT2300  HORZ ORDER  -  FIRST
 BT2300  ELLP ORDER  -  FOURTH    CLASS II
 BT2300
 BT2300.The horizontal coordinates were established by GPS observations
 BT2300.and adjusted by the National Geodetic Survey in September 1997..
 BT2300
 BT2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2300
 BT2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2300
 BT2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2300
 BT2300.The ellipsoidal height was determined by GPS observations
 BT2300.and is referenced to NAD 83.
 BT2300
 BT2300.The geoid height was determined by GEOID03.
 BT2300
 BT2300;                    North         East     Units Scale Factor Converg.
 BT2300;SPC GA W     -   180,436.941   713,750.965   MT  0.99990233   +0 04 33.7
 BT2300;SPC GA W     -   591,983.53  2,341,697.96   sFT  0.99990233   +0 04 33.7
 BT2300;UTM  16      - 3,503,011.517   782,504.007   MT  1.00058444   +1 33 46.2
 BT2300;UTM  17      - 3,503,124.762   213,375.393   MT  1.00061338   -1 35 08.4
 BT2300
 BT2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2300!SPC GA W     -   0.99999284  x   0.99990233  =   0.99989517
 BT2300!UTM  16      -   0.99999284  x   1.00058444  =   1.00057728
 BT2300!UTM  17      -   0.99999284  x   1.00061338  =   1.00060622
 BT2300
 BT2300                          SUPERSEDED SURVEY CONTROL
 BT2300
 BT2300  NAD 83(1986)-  31 37 39.36152(N)    084 01 18.16769(W) AD(       ) 1
 BT2300  NGVD 29 (03/24/92)   72.7    (m)          239.     (f) GPS OBS        
 BT2300
 BT2300.Superseded values are not recommended for survey control.
 BT2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2300.See file dsdata.txt to determine how the superseded data were derived.
 BT2300
 BT2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA8250403012(NAD 83)
 BT2300_MARKER: DD = SURVEY DISK
 BT2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2300_SP_SET: CONCRETE POST
 BT2300_STAMPING: BV 047-46-2
 BT2300_MARK LOGO: GADT  
 BT2300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2300+STABILITY: SURFACE MOTION
 BT2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2300+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1990
 BT2300
 BT2300  HISTORY     - Date     Condition        Report By
 BT2300  HISTORY     - 1973     MONUMENTED       GADT
 BT2300  HISTORY     - 19880918 GOOD
 BT2300  HISTORY     - 19900501 GOOD             HOBBS
 BT2300
 BT2300                          STATION DESCRIPTION
 BT2300
 BT2300'DESCRIBED 1988
 BT2300'RECOVERED IN GOOD CONDITION.
 BT2300
 BT2300                          STATION RECOVERY (1990)
 BT2300
 BT2300'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2300'STATION RECOVERED ALONG CORDELLE ROAD---STATE HIGHWAY
 BT2300'300---IN NORTHEAST DOUGHERTY COUNTY, GEORGIA.  ADDITIONAL DESCRIPTION
 BT2300'NOTES FOLLOW.
 BT2300'TO REACH STATION FROM THE JUNCTION OF DOLES ROAD AND GA HIGHWAY 300,
 BT2300'GO EAST ON HIGHWAY 300 FOR 0.2 MI (0.32 KM) TO THE STATION IN SOUTH
 BT2300'RIGHT-OF-WAY, AT A BARBED WIRE FENCE. STATION IS A GEORGIA DEPT. OF
 BT2300'TRANSPORTATION SET IN ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 BT2300'STATION IS 2.1 FT (0.64 M) NORTH OF A WITNESS POST AT BARBED WIRE
 BT2300'FENCE, 54.1 FT (16.49 M) SOUTHEAST OF A 55-MPH SPEED LIMIT SIGN, 75.2
 BT2300'FT (22.92 M) SOUTHEAST OF CENTERLINE OF EAST BOUND LANES OF HIGHWAY
 BT2300'300.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2301 ***********************************************************************
 BT2301  DESIGNATION -  BV 047 47 2
 BT2301  PID         -  BT2301
 BT2301  STATE/COUNTY-  GA/DOUGHERTY
 BT2301  USGS QUAD   -  ALBANY NE (1983)
 BT2301
 BT2301                         *CURRENT SURVEY CONTROL
 BT2301  ___________________________________________________________________
 BT2301* NAD 83(1994)-  31 38 06.77247(N)    084 00 53.73610(W)     ADJUSTED  
 BT2301* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BT2301  ___________________________________________________________________
 BT2301  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BT2301  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT2301
 BT2301  HORZ ORDER  -  SECOND
 BT2301
 BT2301.The horizontal coordinates were established by classical geodetic methods
 BT2301.and adjusted by the National Geodetic Survey in September 1997..
 BT2301.No horizontal observational check was made to the station.
 BT2301
 BT2301.The orthometric height was scaled from a topographic map.
 BT2301
 BT2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2301
 BT2301.The geoid height was determined by GEOID03.
 BT2301
 BT2301;                    North         East     Units Scale Factor Converg.
 BT2301;SPC GA W     -   181,282.174   714,393.432   MT  0.99990255   +0 04 46.5
 BT2301;SPC GA W     -   594,756.60  2,343,805.78   sFT  0.99990255   +0 04 46.5
 BT2301;UTM  16      - 3,503,873.727   783,124.749   MT  1.00058877   +1 34 00.3
 BT2301;UTM  17      - 3,503,951.594   214,042.574   MT  1.00060866   -1 34 56.8
 BT2301
 BT2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2301!SPC GA W     -   0.99999286  x   0.99990255  =   0.99989541
 BT2301!UTM  16      -   0.99999286  x   1.00058877  =   1.00058163
 BT2301!UTM  17      -   0.99999286  x   1.00060866  =   1.00060152
 BT2301
 BT2301                          SUPERSEDED SURVEY CONTROL
 BT2301
 BT2301  NAD 83(1986)-  31 38 06.77836(N)    084 00 53.74204(W) AD(       ) 2
 BT2301
 BT2301.Superseded values are not recommended for survey control.
 BT2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2301.See file dsdata.txt to determine how the superseded data were derived.
 BT2301
 BT2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA8312503874(NAD 83)
 BT2301_MARKER: DD = SURVEY DISK
 BT2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2301_SP_SET: CONCRETE POST
 BT2301_STAMPING: BV 047-47-2
 BT2301_MARK LOGO: GADT  
 BT2301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2301+STABILITY: SURFACE MOTION
 BT2301
 BT2301  HISTORY     - Date     Condition        Report By
 BT2301  HISTORY     - 1973     MONUMENTED       GADT
 BT2301  HISTORY     - 19900501 GOOD             HOBBS
 BT2301
 BT2301                          STATION DESCRIPTION
 BT2301
 BT2301'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 BT2301'MARK RECOVERED AT WORTH-DOUGHERTY COUNTY LINE IN GEORGIA.
 BT2301'MARK IS AZIMUTH MARK FOR STATION BV 047-46-2, ALIAS D444. ADDITIONAL
 BT2301'DESCRIPTION NOTES FOLLOW.
 BT2301'TO REACH MARK FROM THE INTERSECTION OF DOLES ROAD AND GA HIGHWAY 300
 BT2301'IN NORTHEAST DOUGHERTY COUNTY, GO NORTHEAST ON GA HIGHWAY 300 FOR 1.4
 BT2301'MI (2.25 KM) TO THE MARK IN SOUTH RIGHT-OF-WAY.
 BT2301'MARK IS 7.35 MI (11.83 KM) NORTH ON STATE ROUTE 257 FROM ITS JUNCTION
 BT2301'WITH US HIGHWAY 82, AT THE COUNTY LINE. MARK IS A GEORGIA DEPT. OF
 BT2301'TRANSPORTATION BRASS DISK SET IN A ROUND CONCRETE MONUMENT FLUSH WITH
 BT2301'GROUND, 2.5 FT (0.76 M) EAST OF A WITNESS POST, 74.0 FT (22.56 M)
 BT2301'WEST OF CENTERLINE OF HWY 300 NORTHBOUND, 11.5 FT (3.51 M) NORTHEAST
 BT2301'OF A WOODEN FENCE POST, 3.0 FT (0.91 M) WEST OF BARBED WIRE FENCE, 24
 BT2301'FT (7.32 M) NORTHEAST OF CENTERLINE OF A GRAVEL ROAD, AND 6337 FT
 BT2301'(1931.52 M) NORTH 37 DEGREES EAST OF STATION D444---BV 047-46-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2302 ***********************************************************************
 BT2302  DESIGNATION -  BV 047 53
 BT2302  PID         -  BT2302
 BT2302  STATE/COUNTY-  GA/DOUGHERTY
 BT2302  USGS QUAD   -  ALBANY WEST (1988)
 BT2302
 BT2302                         *CURRENT SURVEY CONTROL
 BT2302  ___________________________________________________________________
 BT2302* NAD 83(1994)-  31 37 00.14357(N)    084 10 36.69040(W)     ADJUSTED  
 BT2302* NAVD 88     -        72.9    (meters)     239.     (feet)  VERTCON   
 BT2302  ___________________________________________________________________
 BT2302  X           -     551,576.924 (meters)                     COMP
 BT2302  Y           -  -5,408,445.340 (meters)                     COMP
 BT2302  Z           -   3,324,337.663 (meters)                     COMP
 BT2302  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT2302  ELLIP HEIGHT-          45.98  (meters)          (09/03/97) GPS OBS
 BT2302  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BT2302
 BT2302  HORZ ORDER  -  FIRST
 BT2302  ELLP ORDER  -  FOURTH    CLASS II
 BT2302
 BT2302.The horizontal coordinates were established by GPS observations
 BT2302.and adjusted by the National Geodetic Survey in September 1997..
 BT2302
 BT2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2302
 BT2302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2302
 BT2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2302
 BT2302.The ellipsoidal height was determined by GPS observations
 BT2302.and is referenced to NAD 83.
 BT2302
 BT2302.The geoid height was determined by GEOID03.
 BT2302
 BT2302;                    North         East     Units Scale Factor Converg.
 BT2302;SPC GA W     -   179,220.252   699,033.059   MT  0.99990001   -0 00 19.2
 BT2302;SPC GA W     -   587,991.78  2,293,410.96   sFT  0.99990001   -0 00 19.2
 BT2302;UTM  16      - 3,501,412.418   767,813.317   MT  1.00048471   +1 28 51.1
 BT2302
 BT2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2302!SPC GA W     -   0.99999278  x   0.99990001  =   0.99989279
 BT2302!UTM  16      -   0.99999278  x   1.00048471  =   1.00047749
 BT2302
 BT2302                          SUPERSEDED SURVEY CONTROL
 BT2302
 BT2302  NAD 83(1986)-  31 37 00.14954(N)    084 10 36.69656(W) AD(       ) 1
 BT2302  NGVD 29 (03/24/92)   73.1    (m)          240.     (f) GPS OBS        
 BT2302
 BT2302.Superseded values are not recommended for survey control.
 BT2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2302.See file dsdata.txt to determine how the superseded data were derived.
 BT2302
 BT2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6781301412(NAD 83)
 BT2302_MARKER: DD = SURVEY DISK
 BT2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2302_SP_SET: CONCRETE POST
 BT2302_STAMPING: BV 047-53
 BT2302_MARK LOGO: GADT  
 BT2302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2302+STABILITY: SURFACE MOTION
 BT2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2302+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1988
 BT2302
 BT2302  HISTORY     - Date     Condition        Report By
 BT2302  HISTORY     - 1973     MONUMENTED       GADT
 BT2302  HISTORY     - 19870701 GOOD             HOBBS
 BT2302  HISTORY     - 19880925 GOOD
 BT2302
 BT2302                          STATION DESCRIPTION
 BT2302
 BT2302'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2302'STATION RECOVERED IN NORTH ALBANY, DOUGHERTY COUNTY,
 BT2302'GEORGIA SOUTHEAST OF RADIO STATION WJIZ. ADDITIONAL DESCRIPTION NOTES
 BT2302'FOLLOW.
 BT2302'STATION IS ON NORTH SIDE OF HIGHWAY 19 FREEWAY AT BRIDGE OVER SLAPPEY
 BT2302'BOULEVARD, BETWEEN BRIDGE AND HIGHWAY 19/SLAPPEY BOULEVARD SOUTH EXIT
 BT2302'RAMP LANES. STATION IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK
 BT2302'SET IN TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH GROUND.
 BT2302'STATION IS 14.3 FT (4.36 M) NORTH OF EDGE OF PAVEMENT OF HIGHWAY 19
 BT2302'FREEWAY WESTBOUND, 25.7 FT (7.83 M) NORTHWEST OF END OF BRIDGE, 3.4
 BT2302'FT (1.04 M) SOUTH OF A WITNESS POST, 2.5 FT (0.76 M) NORTH OF END OF
 BT2302'A CULVERT.
 BT2302
 BT2302                          STATION RECOVERY (1988)
 BT2302
 BT2302'RECOVERED 1988
 BT2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3285 ***********************************************************************
 DG3285  DESIGNATION -  BV 048 200
 DG3285  PID         -  DG3285
 DG3285  STATE/COUNTY-  GA/DOUGLAS
 DG3285  USGS QUAD   -  WINSTON (1982)
 DG3285
 DG3285                         *CURRENT SURVEY CONTROL
 DG3285  ___________________________________________________________________
 DG3285* NAD 83(1994)-  33 44 31.17250(N)    084 46 49.88583(W)     ADJUSTED  
 DG3285* NAVD 88     -       379.5    (meters)    1245.     (feet)  VERTCON   
 DG3285  ___________________________________________________________________
 DG3285  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DG3285  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3285
 DG3285  HORZ ORDER  -  FIRST
 DG3285
 DG3285.The horizontal coordinates were established by classical geodetic methods
 DG3285.and adjusted by the National Geodetic Survey in September 1997..
 DG3285
 DG3285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3285
 DG3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3285
 DG3285.The geoid height was determined by GEOID03.
 DG3285
 DG3285;                    North         East     Units Scale Factor Converg.
 DG3285;SPC GA W     -   415,057.570   643,123.323   MT  0.99993987   -0 20 27.5
 DG3285;SPC GA W     - 1,361,734.71  2,109,980.44   sFT  0.99993987   -0 20 27.5
 DG3285;UTM  16      - 3,735,761.800   705,601.258   MT  1.00012115   +1 13 59.7
 DG3285
 DG3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3285!SPC GA W     -   0.99994503  x   0.99993987  =   0.99988490
 DG3285!UTM  16      -   0.99994503  x   1.00012115  =   1.00006617
 DG3285
 DG3285:                Primary Azimuth Mark                     Grid Az
 DG3285:SPC GA W     -  DOUGLASVILLE RAD STA WDGL MAST           057 10 36.1
 DG3285:UTM  16      -  DOUGLASVILLE RAD STA WDGL MAST           055 36 08.9
 DG3285
 DG3285|---------------------------------------------------------------------|
 DG3285| PID    Reference Object                     Distance      Geod. Az  |
 DG3285|                                                           dddmmss.s |
 DG3285| DG3226 DOUGLASVILLE RAD STA WDGL MAST      APPROX. 4.4 KM 0565008.6 |
 DG3285| DG3224 DOUGLASVILLE BEULAH BAP CH          APPROX. 8.3 KM 0593035.2 |
 DG3285| CZ2982 BV 048 200 AZ MK                                   2444953.1 |
 DG3285|---------------------------------------------------------------------|
 DG3285
 DG3285                          SUPERSEDED SURVEY CONTROL
 DG3285
 DG3285  NAD 83(1994)-  33 44 31.17742(N)    084 46 49.88648(W) AD(       ) 1
 DG3285  NAD 83(1986)-  33 44 31.17853(N)    084 46 49.88549(W) AD(       ) 1
 DG3285  NAD 27      -  33 44 30.79114(N)    084 46 50.11288(W) AD(       ) 1
 DG3285  NGVD 29 (07/19/86)  379.4    (m)         1245.     (f) VERT ANG       
 DG3285
 DG3285.Superseded values are not recommended for survey control.
 DG3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3285.See file dsdata.txt to determine how the superseded data were derived.
 DG3285
 DG3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0560135762(NAD 83)
 DG3285_MARKER: DD = SURVEY DISK
 DG3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3285
 DG3285  HISTORY     - Date     Condition        Report By
 DG3285  HISTORY     - 1973     MONUMENTED       GADT
 DG3285
 DG3285                          STATION DESCRIPTION
 DG3285
 DG3285'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3285'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES SOUTHEAST OF
 DG3285'DOUGLASVILLE BETWEEN U.S. HIGHWAY 78 AND THE SOUTHERN RAILROAD
 DG3285'TRACKS.
 DG3285'
 DG3285'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 92
 DG3285'AND U.S. HIGHWAY 78 (SR8) IN DOUGLASVILLE TRAVEL WEST ON
 DG3285'U.S. HIGHWAY 78 (SR8) FOR 1.8 MILES TO THE INTERSECTION OF
 DG3285'U.S. HIGHWAY 78 (SR8) AND STATE ROUTE 5 WHICH ENTERS FROM THE
 DG3285'LEFT.  CONTINUE ALONG U.S. HIGHWAY 78 FOR 0.2 MILE TO THE
 DG3285'STATION LOCATED ON THE RIGHT SIDE OF U.S. HIGHWAY 78 BETWEEN THE
 DG3285'ROADWAY AND THE RAILROAD TRACKS.
 DG3285'
 DG3285'THE STATION MARK IS A STANDARD DISK STAMPED 048-200, SET IN A
 DG3285'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3285'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 048-200
 DG3285'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 DG3285'SURFACE OF THE GROUND.
 DG3285'
 DG3285'THE STATION IS LOCATED 67.2 FEET NORTHWEST OF THE CENTERLINE OF
 DG3285'U.S. HIGHWAY 78 (SR 8) APPROXIMATELY 24 YARDS SOUTHEAST OF THE
 DG3285'RAILROAD TRACKS, 232.5 FEET EAST OF A POWER LINE POLE, 62.6 FEET
 DG3285'SOUTH OF A TELEPHONE POLE, 34.9 FEET EAST OF THE NORTHWEST LEG
 DG3285'OF A LEG OF A BILLBOARD, 31.2 FEET NORTHEAST OF THE SOUTHEAST
 DG3285'LEG OF THE BILLBOARD, AND 5.2 FEET SOUTHWEST OF A WITNESS POST.
 DG3285'
 DG3285'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 10 INCH CYLINDRICAL
 DG3285'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  TO REACH THE
 DG3285'AZIMUTH MARK CONTINUE WEST ON U.S. HIGHWAY 78 (SR 8) FOR 0.2 MILES
 DG3285'TO THE MARK.  THE AZIMUTH MARK IS LOCATED ON THE LEFT SIDE OF THE
 DG3285'HIGHWAY 111.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF AMERICAN
 DG3285'LEGION POST 145, 94.5 FEET NORTHWEST OF A LARGE METAL BUILDING,
 DG3285'33.0 FEET SOUTH OF THE EDGE OF THE HIGHWAY, 1.64 FEET NORTHEAST
 DG3285'OF A POWER POLE NUMBERED GA. POWER 25.
 DG3285'
 DG3285'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 10-INCH CYLINDRICAL
 DG3285'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE AZIMUTH
 DG3285'MARK IS STAMPED 048-200 AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3281 ***********************************************************************
 DG3281  DESIGNATION -  BV 048 201
 DG3281  PID         -  DG3281
 DG3281  STATE/COUNTY-  GA/DOUGLAS
 DG3281  USGS QUAD   -  WINSTON (1982)
 DG3281
 DG3281                         *CURRENT SURVEY CONTROL
 DG3281  ___________________________________________________________________
 DG3281* NAD 83(1994)-  33 40 47.96448(N)    084 51 49.11862(W)     ADJUSTED  
 DG3281* NAVD 88     -       353.5    (meters)    1160.     (feet)  VERTCON   
 DG3281  ___________________________________________________________________
 DG3281  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DG3281  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3281
 DG3281  HORZ ORDER  -  FIRST
 DG3281
 DG3281.The horizontal coordinates were established by classical geodetic methods
 DG3281.and adjusted by the National Geodetic Survey in September 1997..
 DG3281
 DG3281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3281
 DG3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3281
 DG3281.The geoid height was determined by GEOID03.
 DG3281
 DG3281;                    North         East     Units Scale Factor Converg.
 DG3281;SPC GA W     -   408,229.887   635,375.287   MT  0.99995147   -0 23 11.5
 DG3281;SPC GA W     - 1,339,334.22  2,084,560.42   sFT  0.99995147   -0 23 11.5
 DG3281;UTM  16      - 3,728,722.907   698,042.373   MT  1.00008354   +1 11 06.4
 DG3281
 DG3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3281!SPC GA W     -   0.99994910  x   0.99995147  =   0.99990057
 DG3281!UTM  16      -   0.99994910  x   1.00008354  =   1.00003263
 DG3281
 DG3281:                Primary Azimuth Mark                     Grid Az
 DG3281:SPC GA W     -  BV 048 201 AZ MK                         061 04 22.9
 DG3281:UTM  16      -  BV 048 201 AZ MK                         059 30 05.0
 DG3281
 DG3281|---------------------------------------------------------------------|
 DG3281| PID    Reference Object                     Distance      Geod. Az  |
 DG3281|                                                           dddmmss.s |
 DG3281| CZ2983 BV 048 201 AZ MK                                   0604111.4 |
 DG3281| DG3310 VILLA RICA ATT W MICROWAVE          APPROX. 5.8 KM 3390306.0 |
 DG3281| DG3311 VILLA RICA ATT E MICROWAVE          APPROX. 5.7 KM 3391307.3 |
 DG3281|---------------------------------------------------------------------|
 DG3281
 DG3281                          SUPERSEDED SURVEY CONTROL
 DG3281
 DG3281  NAD 83(1994)-  33 40 47.96839(N)    084 51 49.11942(W) AD(       ) 1
 DG3281  NAD 83(1986)-  33 40 47.96990(N)    084 51 49.11698(W) AD(       ) 1
 DG3281  NAD 27      -  33 40 47.57642(N)    084 51 49.33390(W) AD(       ) 1
 DG3281  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 DG3281
 DG3281.Superseded values are not recommended for survey control.
 DG3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3281.See file dsdata.txt to determine how the superseded data were derived.
 DG3281
 DG3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9804228723(NAD 83)
 DG3281_MARKER: DD = SURVEY DISK
 DG3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3281_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3281
 DG3281  HISTORY     - Date     Condition        Report By
 DG3281  HISTORY     - 1973     MONUMENTED       GADT
 DG3281
 DG3281                          STATION DESCRIPTION
 DG3281
 DG3281'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3281'THE STATION IS LOCATED AIRLINE ABOUT 5.0 MILES SOUTHEAST OF
 DG3281'VILLA RICA, 8.0 MILES SOUTHWEST OF DOUGLASVILLE, AND 13.5 MILES
 DG3281'NORTHEAST OF CARROLLTON.
 DG3281'
 DG3281'TO REACH FROM THE JUNCTION OF U.S. 78 AND STATE ROUTE 61 SOUTH IN
 DG3281'VILLA RICA, GO EAST ON U.S. 78 FOR 2.0 MILES TO TWIN AT AND T
 DG3281'MICROWAVE MASTS ON THE RIGHT.  CONTINUE EAST ON U.S. 78 3.9
 DG3281'MILES TO COUNTY ROAD 91041 ON THE RIGHT.  TURN RIGHT AND GO
 DG3281'SOUTH ON COUNTY ROAD 91041 FOR 4.1 MILES TO AZIMUTH MARK ON THE
 DG3281'LEFT IN CEMETERY JUST PAST COOL SPRINGS ROAD ON THE LEFT.
 DG3281'CONTINUE SOUTH ON COUNTY ROAD 91041 FOR 0.1 MILES TO A DIRT DRIVE
 DG3281'ON THE RIGHT.  TURN RIGHT INTO DRIVE AND GO WEST ALONG SOUTH
 DG3281'SIDE OF FENCE, PASSING TO NORTH OF HOUSE, 0.05 MILES TO A
 DG3281'GATE.  PASS THROUGH GATE AND WALK WEST, PASSING TO NORTH OF
 DG3281'SHED, AND FOLLOW FENCE ABOUT 42-YARDS TO A FENCE CORNER.  TURN
 DG3281'SOUTH AND GO ABOUT 8-YARDS ALONG FENCE TO THE STATION.
 DG3281'
 DG3281'THE STATION IS 26.9 FEET SOUTH-SOUTHWEST OF FENCE CORNER, 5.0
 DG3281'FEET SOUTHWEST OF AN 8-INCH TRIANGLE BLAZED OAK, 6.2 FEET WEST
 DG3281'OF FENCE, AND 136.5 FEET NORTH OF A 10-INCH TRIANGLE BLAZED OAK.
 DG3281'
 DG3281'THE STATION IS A STANDARD DISK, STAMPED 048-201, SET IN A
 DG3281'10-INCH CYLINDRICAL CONCRETE POST.  THE UNDERGROUND MARK, A
 DG3281'STANDARD DISK STAMPED 048-201, IS SET IN AN IRREGULAR MASS OF
 DG3281'CONCRETE ABOUT 0.80 METERS BELOW GROUND.  THE STATION MARK IS
 DG3281'SET ABOUT 2-INCHES BELOW GROUND.
 DG3281'
 DG3281'THE AZIMUTH MARK IS ABOUT 0.2 MILES NORTHEAST OF THE STATION IN
 DG3281'CEMETERY.  THE MARK IS 62.5 FEET EAST OF THE CENTERLINE OF
 DG3281'COUNTY ROAD 91041, 68.8 FEET SOUTHWEST OF THE CENTERLINE OF COOL
 DG3281'SPRINGS ROAD, 7.8 FEET NORTHWEST OF AN 8-INCH TRIANGLE BLAZED
 DG3281'PINE, AND 29.4 FEET NORTHWEST OF A 10-INCH TRIANGLE BLAZED
 DG3281'OAK.  THE MARK IS A STANDARD DISK STAMPED AZI SET IN CONCRETE
 DG3281'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3284 ***********************************************************************
 DG3284  DESIGNATION -  BV 048 202 GAHD 1973
 DG3284  PID         -  DG3284
 DG3284  STATE/COUNTY-  GA/DOUGLAS
 DG3284  USGS QUAD   -  WINSTON (1982)
 DG3284
 DG3284                         *CURRENT SURVEY CONTROL
 DG3284  ___________________________________________________________________
 DG3284* NAD 83(1994)-  33 43 49.94164(N)    084 51 13.02151(W)     ADJUSTED  
 DG3284* NAVD 88     -       410.3    (meters)    1346.     (feet)  VERTCON   
 DG3284  ___________________________________________________________________
 DG3284  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DG3284  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG3284
 DG3284  HORZ ORDER  -  FIRST
 DG3284
 DG3284.The horizontal coordinates were established by classical geodetic methods
 DG3284.and adjusted by the National Geodetic Survey in September 1997..
 DG3284
 DG3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3284
 DG3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3284
 DG3284.The geoid height was determined by GEOID03.
 DG3284
 DG3284;                    North         East     Units Scale Factor Converg.
 DG3284;SPC GA W     -   413,830.026   636,342.322   MT  0.99994994   -0 22 53.3
 DG3284;SPC GA W     - 1,357,707.34  2,087,733.10   sFT  0.99994994   -0 22 53.3
 DG3284;UTM  16      - 3,734,348.235   698,855.457   MT  1.00008751   +1 11 32.1
 DG3284
 DG3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3284!SPC GA W     -   0.99994018  x   0.99994994  =   0.99989012
 DG3284!UTM  16      -   0.99994018  x   1.00008751  =   1.00002768
 DG3284
 DG3284:                Primary Azimuth Mark                     Grid Az
 DG3284:SPC GA W     -  HULETT SOUTHERN RWY MICROWAVE            197 18 59.9
 DG3284:UTM  16      -  HULETT SOUTHERN RWY MICROWAVE            195 44 34.5
 DG3284
 DG3284|---------------------------------------------------------------------|
 DG3284| PID    Reference Object                     Distance      Geod. Az  |
 DG3284|                                                           dddmmss.s |
 DG3284| DG3297 HULETT SOUTHERN RWY MICROWAVE       APPROX.14.3 KM 1965606.6 |
 DG3284| DG3302 HULETT TRANSCO MICROWAVE            APPROX.14.6 KM 1990009.5 |
 DG3284| DG3295 HULETT                              APPROX.15.1 KM 2043157.9 |
 DG3284| DG3311 VILLA RICA ATT E MICROWAVE          APPROX. 3.0 KM 2653152.4 |
 DG3284| DG3310 VILLA RICA ATT W MICROWAVE          APPROX. 3.0 KM 2653828.2 |
 DG3284| DG3309 VILLA RICA BANNING MILLS TANK       APPROX. 7.1 KM 2832445.1 |
 DG3284|---------------------------------------------------------------------|
 DG3284
 DG3284                          SUPERSEDED SURVEY CONTROL
 DG3284
 DG3284  NAD 83(1994)-  33 43 49.94556(N)    084 51 13.02247(W) AD(       ) 1
 DG3284  NAD 83(1986)-  33 43 49.94707(N)    084 51 13.02001(W) AD(       ) 1
 DG3284  NAD 27      -  33 43 49.55859(N)    084 51 13.23618(W) AD(       ) 1
 DG3284  NGVD 29 (07/19/86)  410.2    (m)         1346.     (f) VERT ANG       
 DG3284
 DG3284.Superseded values are not recommended for survey control.
 DG3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3284.See file dsdata.txt to determine how the superseded data were derived.
 DG3284
 DG3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9885534348(NAD 83)
 DG3284_MARKER: DD = SURVEY DISK
 DG3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3284+STABILITY: SURFACE MOTION
 DG3284
 DG3284  HISTORY     - Date     Condition        Report By
 DG3284  HISTORY     - 1973     MONUMENTED       GADT
 DG3284
 DG3284                          STATION DESCRIPTION
 DG3284
 DG3284'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3284'THE STATION IS LOCATED 3.7 MILES EAST OF VILLA RICA, 6.2 MILES
 DG3284'WEST-SOUTHWEST OF DOUGLASVILLE, AND 11.2 MILES SOUTHWEST OF HIRAM.
 DG3284'
 DG3284'TO REACH FROM THE INTERSECTION OF STATE ROUTE 61 AND U.S. 78 IN
 DG3284'VILLA RICA, GO EAST ON U.S. 78 FOR 3.85 MILES TO A DRIVEWAY ON
 DG3284'THE RIGHT.  TURN RIGHT AND GO NORTH, TO THE TOP OF THE POWER LINE,
 DG3284'FOR 0.30 MILES TO THE STATION SITE.  THE STATION IS LOCATED UNDER
 DG3284'THE LEFT POWER LINE TOWER AT THE CREST OF THE HILL.
 DG3284'
 DG3284'THE STATION IS A STANDARD DISK STAMPED 048-202 AND SET IN A
 DG3284'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3284'UNDERGROUND MARK, STAMPED 048-202, WAS SET 0.90 METERS BELOW THE
 DG3284'STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3284'
 DG3284'THE STATION IS LOCATED 2.5 FEET WEST OF A WITNESS POST, 18.6
 DG3284'FEET SOUTHWEST OF THE NORTHEAST TOWER FOUNDATION, 17.2 FEET
 DG3284'SOUTHEAST OF THE NORTHWEST TOWER FOUNDATION, 23.2 FEET NORTHEAST
 DG3284'OF THE SOUTHWEST TOWER FOUNDATION, AND 24.3 FEET NORTHWEST OF THE
 DG3284'SOUTHEAST TOWER FOUNDATION.
 DG3284'
 DG3284'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3284'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3225 ***********************************************************************
 DG3225  DESIGNATION -  BV 048 203
 DG3225  PID         -  DG3225
 DG3225  STATE/COUNTY-  GA/DOUGLAS
 DG3225  USGS QUAD   -  AUSTELL (1992)
 DG3225
 DG3225                         *CURRENT SURVEY CONTROL
 DG3225  ___________________________________________________________________
 DG3225* NAD 83(1994)-  33 45 50.43345(N)    084 40 15.34299(W)     ADJUSTED  
 DG3225* NAVD 88     -       322.7    (meters)    1059.     (feet)  VERTCON   
 DG3225  ___________________________________________________________________
 DG3225  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DG3225  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DG3225
 DG3225  HORZ ORDER  -  SECOND
 DG3225
 DG3225.The horizontal coordinates were established by classical geodetic methods
 DG3225.and adjusted by the National Geodetic Survey in September 1997..
 DG3225
 DG3225.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3225
 DG3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3225
 DG3225.The geoid height was determined by GEOID03.
 DG3225
 DG3225;                    North         East     Units Scale Factor Converg.
 DG3225;SPC GA W     -   417,444.397   653,289.876   MT  0.99992689   -0 16 48.9
 DG3225;SPC GA W     - 1,369,565.49  2,143,335.20   sFT  0.99992689   -0 16 48.9
 DG3225;UTM  16      - 3,738,427.677   715,700.541   MT  1.00017361   +1 17 41.8
 DG3225
 DG3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3225!SPC GA W     -   0.99995397  x   0.99992689  =   0.99988086
 DG3225!UTM  16      -   0.99995397  x   1.00017361  =   1.00012757
 DG3225
 DG3225:                Primary Azimuth Mark                     Grid Az
 DG3225:SPC GA W     -  BV 048 203 AZ MK                         073 14 03.5
 DG3225:UTM  16      -  BV 048 203 AZ MK                         071 39 32.8
 DG3225
 DG3225|---------------------------------------------------------------------|
 DG3225| PID    Reference Object                     Distance      Geod. Az  |
 DG3225|                                                           dddmmss.s |
 DG3225| CZ2984 BV 048 203 AZ MK                                   0725714.6 |
 DG3225|---------------------------------------------------------------------|
 DG3225
 DG3225                          SUPERSEDED SURVEY CONTROL
 DG3225
 DG3225  NAD 83(1994)-  33 45 50.43899(N)    084 40 15.34387(W) AD(       ) 2
 DG3225  NAD 83(1986)-  33 45 50.43964(N)    084 40 15.34300(W) AD(       ) 2
 DG3225  NAD 27      -  33 45 50.05381(N)    084 40 15.58088(W) AD(       ) 2
 DG3225  NGVD 29 (07/19/86)  322.6    (m)         1058.     (f) VERT ANG       
 DG3225
 DG3225.Superseded values are not recommended for survey control.
 DG3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3225.See file dsdata.txt to determine how the superseded data were derived.
 DG3225
 DG3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1570138428(NAD 83)
 DG3225_MARKER: DD = SURVEY DISK
 DG3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3225
 DG3225  HISTORY     - Date     Condition        Report By
 DG3225  HISTORY     - 1973     MONUMENTED       GADT
 DG3225
 DG3225                          STATION DESCRIPTION
 DG3225
 DG3225'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3225'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTHWEST OF
 DG3225'AUSTELL 4.5 MILES EAST OF DOUGLASVILLE, AND 8.7 MILES WEST OF THE
 DG3225'FULTON COUNTY AIRPORT ON THE RIGHT OF WAY OF INTERSTATE 20.
 DG3225'
 DG3225'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 DG3225'6 AND INTERSTATE 20 APPROXIMATELY 3.0 MILES SOUTH OF AUSTELL,
 DG3225'PROCEED WEST ON INTERSTATE 20 FOR 2.8 MILES TO THE LEE ROAD
 DG3225'INTERCHANGE.  PROCEED WEST ON INTERSTATE 20 FOR 0.65 MILES TO
 DG3225'THE AZIMUTH MARK LOCATED IN THE MEDIAN ACROSS FROM THE REST
 DG3225'AREA.  CONTINUE WEST ON INTERSTATE 20 FOR 0.5 MILES TO THE
 DG3225'STATION ON A 15 FOOT CUT BANK ON THE NORTH SIDE OF INTERSTATE
 DG3225'20.
 DG3225'
 DG3225'THE STATION IS 36.2 FEET SOUTH OF A FENCE LINE, 5.2 FEET
 DG3225'NORTH OF A WITNESS POST, AND 57.4 FEET SOUTHEAST OF THE
 DG3225'CENTER POST IN A PULL POST ASSEMBLY.
 DG3225'
 DG3225'THE STATION IS A STANDARD DISK STAMPED 048-203, SET IN A 10
 DG3225'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3225'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 DG3225'IRREGULAR MASS OF CONCRETE 0.66 METERS BELOW THE SURFACE OF THE
 DG3225'GROUND.
 DG3225'
 DG3225'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-203 AZI, SET
 DG3225'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3225'OF THE GROUND.
 DG3225'
 DG3225'IT IS 5.3 FEET NORTH OF A WITNESS POST, 32.0 FEET NORTH OF THE
 DG3225'EASTBOUND LANES OF INTERSTATE 20, AND 18.6 FEET SOUTH OF THE
 DG3225'CENTER OF THE MEDIAN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3222 ***********************************************************************
 DG3222  DESIGNATION -  BV 048 204
 DG3222  PID         -  DG3222
 DG3222  STATE/COUNTY-  GA/DOUGLAS
 DG3222  USGS QUAD   -  AUSTELL (1992)
 DG3222
 DG3222                         *CURRENT SURVEY CONTROL
 DG3222  ___________________________________________________________________
 DG3222* NAD 83(1994)-  33 46 08.51768(N)    084 39 07.60022(W)     ADJUSTED  
 DG3222* NAVD 88     -       283.9    (meters)     931.     (feet)  VERTCON   
 DG3222  ___________________________________________________________________
 DG3222  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG3222  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG3222
 DG3222  HORZ ORDER  -  SECOND
 DG3222
 DG3222.The horizontal coordinates were established by classical geodetic methods
 DG3222.and adjusted by the National Geodetic Survey in September 1997..
 DG3222
 DG3222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3222
 DG3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3222
 DG3222.The geoid height was determined by GEOID03.
 DG3222
 DG3222;                    North         East     Units Scale Factor Converg.
 DG3222;SPC GA W     -   417,993.168   655,035.588   MT  0.99992492   -0 16 11.4
 DG3222;SPC GA W     - 1,371,365.92  2,149,062.59   sFT  0.99992492   -0 16 11.4
 DG3222;UTM  16      - 3,739,024.382   717,430.944   MT  1.00018285   +1 18 20.1
 DG3222
 DG3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3222!SPC GA W     -   0.99996006  x   0.99992492  =   0.99988498
 DG3222!UTM  16      -   0.99996006  x   1.00018285  =   1.00014290
 DG3222
 DG3222:                Primary Azimuth Mark                     Grid Az
 DG3222:SPC GA W     -  AUSTELL USE MICROWAVE                    123 21 22.0
 DG3222:UTM  16      -  AUSTELL USE MICROWAVE                    121 46 50.5
 DG3222
 DG3222|---------------------------------------------------------------------|
 DG3222| PID    Reference Object                     Distance      Geod. Az  |
 DG3222|                                                           dddmmss.s |
 DG3222| DG3246 AUSTELL USE MICROWAVE               APPROX. 3.9 KM 1230510.6 |
 DG3222| CZ2985 BV 048 204 AZ MK                                   2514412.3 |
 DG3222|---------------------------------------------------------------------|
 DG3222
 DG3222                          SUPERSEDED SURVEY CONTROL
 DG3222
 DG3222  NAD 83(1994)-  33 46 08.52336(N)    084 39 07.60131(W) AD(       ) 2
 DG3222  NAD 83(1986)-  33 46 08.52387(N)    084 39 07.60051(W) AD(       ) 2
 DG3222  NAD 27      -  33 46 08.13911(N)    084 39 07.84006(W) AD(       ) 2
 DG3222  NGVD 29 (07/19/86)  283.8    (m)          931.     (f) VERT ANG       
 DG3222
 DG3222.Superseded values are not recommended for survey control.
 DG3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3222.See file dsdata.txt to determine how the superseded data were derived.
 DG3222
 DG3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1743139024(NAD 83)
 DG3222_MARKER: DD = SURVEY DISK
 DG3222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3222+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2004
 DG3222
 DG3222  HISTORY     - Date     Condition        Report By
 DG3222  HISTORY     - 1973     MONUMENTED       GADT
 DG3222  HISTORY     - 20040210 GOOD             GADT
 DG3222
 DG3222                          STATION DESCRIPTION
 DG3222
 DG3222'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3222'THE STATION IS LOCATED 3.1 MILES SOUTH OF AUSTELL, 5.7 MILES EAST
 DG3222'OF DOUGLASVILLE, AND 7.6 MILES WEST OF THE FULTON COUNTY AIRPORT.
 DG3222'
 DG3222'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 6
 DG3222'AND INTERSTATE 20 WEST, APPROXIMATELY 3.0 MILES SOUTHEAST OF
 DG3222'AUSTELL, GO WEST ON INTERSTATE 20 FOR 2.8 MILES TO THE
 DG3222'INTERSECTION OF INTERSTATE 20 AND THE LEE ROAD EXIT.  THE STATION
 DG3222'IS LOCATED APPROXIMATELY 0.1 MILE UP THE EXIT RAMP ON THE LEFT.
 DG3222'
 DG3222'THE STATION IS A STANDARD DISK STAMPED 048-204, SET IN A
 DG3222'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3222'UNDERGROUND MARK IS STAMPED 048-204 AND IS SET IN AN IRREGULAR
 DG3222'MASS OF CONCRETE 0.60 METERS BELOW THE SURFACE OF THE GROUND.
 DG3222'
 DG3222'THE STATION IS 29.7 FEET SOUTHWEST OF A POWER POLE, 12.0 FEET
 DG3222'EAST OF THE CURB ON LEE ROAD, 8.4 FEET SOUTH OF THE WITNESS POST,
 DG3222'AND 10.0 FEET NORTHEAST OF THE NORTHEAST ENDPOST OF THE BRIDGE
 DG3222'OVER INTERSTATE 20.
 DG3222'
 DG3222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.65 MILE TO
 DG3222'THE AZIMUTH MARK LOCATED IN THE MEDIAN OF INTERSTATE 20.
 DG3222'
 DG3222'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-204 AZI, SET
 DG3222'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3222'OF THE GROUND.
 DG3222'
 DG3222'THE AZIMUTH MARK IS LOCATED 5.3 FEET NORTH OF A WITNESS POST,
 DG3222'32.0 FEET NORTH OF THE CENTERLINE OF INTERSTATE 20 (EASTBOUND
 DG3222'LANES), AND 18.6 FEET SOUTH OF THE CENTER OF THE MEDIAN DITCH.
 DG3222
 DG3222                          STATION RECOVERY (2004)
 DG3222
 DG3222'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DG3222'REPORTED TO GA. DEPT. OF TRANSPORTATION BY A LOCAL SURVEYING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3275 ***********************************************************************
 DG3275  DESIGNATION -  BV 048 205
 DG3275  PID         -  DG3275
 DG3275  STATE/COUNTY-  GA/DOUGLAS
 DG3275  USGS QUAD   -  CAMPBELLTON (1982)
 DG3275
 DG3275                         *CURRENT SURVEY CONTROL
 DG3275  ___________________________________________________________________
 DG3275* NAD 83(1994)-  33 43 53.19821(N)    084 38 26.73724(W)     ADJUSTED  
 DG3275* NAVD 88     -       350.7    (meters)    1151.     (feet)  VERTCON   
 DG3275  ___________________________________________________________________
 DG3275  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DG3275  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG3275
 DG3275  HORZ ORDER  -  SECOND
 DG3275
 DG3275.The horizontal coordinates were established by classical geodetic methods
 DG3275.and adjusted by the National Geodetic Survey in September 1997..
 DG3275
 DG3275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3275
 DG3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3275
 DG3275.The geoid height was determined by GEOID03.
 DG3275
 DG3275;                    North         East     Units Scale Factor Converg.
 DG3275;SPC GA W     -   413,819.373   656,067.805   MT  0.99992379   -0 15 47.8
 DG3275;SPC GA W     - 1,357,672.39  2,152,449.12   sFT  0.99992379   -0 15 47.8
 DG3275;UTM  16      - 3,734,879.443   718,577.764   MT  1.00018902   +1 18 38.2
 DG3275
 DG3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3275!SPC GA W     -   0.99994958  x   0.99992379  =   0.99987337
 DG3275!UTM  16      -   0.99994958  x   1.00018902  =   1.00013859
 DG3275
 DG3275:                Primary Azimuth Mark                     Grid Az
 DG3275:SPC GA W     -  BV 048 205 AZ MK                         250 39 03.8
 DG3275:UTM  16      -  BV 048 205 AZ MK                         249 04 37.8
 DG3275
 DG3275|---------------------------------------------------------------------|
 DG3275| PID    Reference Object                     Distance      Geod. Az  |
 DG3275|                                                           dddmmss.s |
 DG3275| CZ2986 BV 048 205 AZ MK                                   2502316.0 |
 DG3275|---------------------------------------------------------------------|
 DG3275
 DG3275                          SUPERSEDED SURVEY CONTROL
 DG3275
 DG3275  NAD 83(1994)-  33 43 53.20414(N)    084 38 26.73799(W) AD(       ) 2
 DG3275  NAD 83(1986)-  33 43 53.20468(N)    084 38 26.73744(W) AD(       ) 2
 DG3275  NAD 27      -  33 43 52.81690(N)    084 38 26.97689(W) AD(       ) 2
 DG3275  NGVD 29 (07/19/86)  350.6    (m)         1150.     (f) VERT ANG       
 DG3275
 DG3275.Superseded values are not recommended for survey control.
 DG3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3275.See file dsdata.txt to determine how the superseded data were derived.
 DG3275
 DG3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1857834879(NAD 83)
 DG3275_MARKER: DD = SURVEY DISK
 DG3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3275
 DG3275  HISTORY     - Date     Condition        Report By
 DG3275  HISTORY     - 1973     MONUMENTED       GADT
 DG3275
 DG3275                          STATION DESCRIPTION
 DG3275
 DG3275'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3275'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES SOUTH OF AUSTELL,
 DG3275'6.1 MILES EAST-SOUTHEAST OF DOUGLASVILLE, AND 12 MILES
 DG3275'NORTH-NORTHWEST OF FAIRBURN.
 DG3275'
 DG3275'FROM THE INTERSECTION OF INTERSTATE 20 AND STATE ROUTE 92,
 DG3275'APPROXIMATELY 1.9 MILES EAST OF DOUGLASVILLE, GO SOUTHEAST
 DG3275'ON STATE ROUTE 92 FOR 3.45 MILES TO MOUNT VERNON ROAD ON THE
 DG3275'LEFT.  CONTINUE ON STATE ROUTE 92 FOR 0.35 MILE TO A FIELD ROAD
 DG3275'ON THE LEFT.  TURN LEFT AND PROCEED OUT THE FIELD ROAD FOR 0.15
 DG3275'MILE TO A LOCKED GATE.  ENTER PASTURE AND FOLLOW A SINGLE TRACK
 DG3275'ROAD THROUGH PASTURE AND ACROSS HILL TO A WOOD GATE.  PROCEED
 DG3275'THROUGH GATE AND ALONG ROAD FOR 0.10 MILE TO THE AZIMUTH MARK
 DG3275'ON THE RIGHT, CONTINUE EAST FOR 0.50 MILE TO THE HIGHEST
 DG3275'POINT ON THE HILL AND THE STATION.
 DG3275'
 DG3275'THE STATION IS A STANDARD DISK STAMPED 048-205, SET IN A 10 INCH
 DG3275'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3275'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 048-205,
 DG3275'SET IN AN IRREGULAR MASS OF CONCRETE 0.69 METERS BELOW THE SURFACE
 DG3275'OF THE GROUND.
 DG3275'
 DG3275'THE STATION IS AT THE HIGH POINT OF A BALD HILL WITH NO
 DG3275'OUTSTANDING FEATURES.  IT IS 4.3 FEET NORTH OF A WITNESS POST.
 DG3275'
 DG3275'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-205 AZI, SET
 DG3275'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3275'
 DG3275'IT IS 7.5 FEET EAST OF A 10 INCH TRIANGULAR BLAZED TREE, 24.7
 DG3275'FEET NORTH OF A 6 INCH TRIANGULAR BLAZED TREE, 68.5 FEET WEST
 DG3275'OF A BLOCK BUILDINGS SOUTHWEST CORNER, AND 29.0 FEET SOUTHEAST
 DG3275'OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3277 ***********************************************************************
 DG3277  DESIGNATION -  BV 048 206
 DG3277  PID         -  DG3277
 DG3277  STATE/COUNTY-  GA/DOUGLAS
 DG3277  USGS QUAD   -  CAMPBELLTON (1982)
 DG3277
 DG3277                         *CURRENT SURVEY CONTROL
 DG3277  ___________________________________________________________________
 DG3277* NAD 83(1994)-  33 41 56.49511(N)    084 44 29.23662(W)     ADJUSTED  
 DG3277* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 DG3277  ___________________________________________________________________
 DG3277  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DG3277  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DG3277
 DG3277  HORZ ORDER  -  SECOND
 DG3277
 DG3277.The horizontal coordinates were established by classical geodetic methods
 DG3277.and adjusted by the National Geodetic Survey in September 1997..
 DG3277
 DG3277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3277
 DG3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3277
 DG3277.The geoid height was determined by GEOID03.
 DG3277
 DG3277;                    North         East     Units Scale Factor Converg.
 DG3277;SPC GA W     -   410,271.428   646,716.774   MT  0.99993499   -0 19 08.1
 DG3277;SPC GA W     - 1,346,032.18  2,121,769.95   sFT  0.99993499   -0 19 08.1
 DG3277;UTM  16      - 3,731,075.221   709,325.486   MT  1.00014021   +1 15 12.8
 DG3277
 DG3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3277!SPC GA W     -   0.99994950  x   0.99993499  =   0.99988449
 DG3277!UTM  16      -   0.99994950  x   1.00014021  =   1.00008970
 DG3277
 DG3277:                Primary Azimuth Mark                     Grid Az
 DG3277:SPC GA W     -  BV 048 206 AZ MK                         092 08 18.9
 DG3277:UTM  16      -  BV 048 206 AZ MK                         090 33 58.0
 DG3277
 DG3277|---------------------------------------------------------------------|
 DG3277| PID    Reference Object                     Distance      Geod. Az  |
 DG3277|                                                           dddmmss.s |
 DG3277| CZ2987 BV 048 206 AZ MK                                   0914910.8 |
 DG3277| DG3283 DOUGLASVILLE COUNTY TANK            APPROX. 3.6 KM 2821457.0 |
 DG3277|---------------------------------------------------------------------|
 DG3277
 DG3277                          SUPERSEDED SURVEY CONTROL
 DG3277
 DG3277  NAD 83(1994)-  33 41 56.50027(N)    084 44 29.23698(W) AD(       ) 2
 DG3277  NAD 83(1986)-  33 41 56.50109(N)    084 44 29.23587(W) AD(       ) 2
 DG3277  NAD 27      -  33 41 56.10923(N)    084 44 29.46838(W) AD(       ) 2
 DG3277  NGVD 29 (07/19/86)  351.0    (m)         1152.     (f) VERT ANG       
 DG3277
 DG3277.Superseded values are not recommended for survey control.
 DG3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3277.See file dsdata.txt to determine how the superseded data were derived.
 DG3277
 DG3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0932531075(NAD 83)
 DG3277_MARKER: DD = SURVEY DISK
 DG3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3277
 DG3277  HISTORY     - Date     Condition        Report By
 DG3277  HISTORY     - 1973     MONUMENTED       GADT
 DG3277
 DG3277                          STATION DESCRIPTION
 DG3277
 DG3277'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3277'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES SOUTH OF
 DG3277'DOUGLASVILLE, 10.0 MILES SOUTHWEST OF AUSTELL, AND 10.4 MILES
 DG3277'WEST-SOUTHWEST OF VILLA RICA.
 DG3277'
 DG3277'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 92
 DG3277'AND INTERSTATE 20, APPROXIMATELY 1.9 MILES EAST OF DOUGLASVILLE,
 DG3277'GO WEST ON INTERSTATE 20 FOR 1.75 MILES TO COUNTY ROAD 90858
 DG3277'(CHAPEL HILL ROAD) EXIT ON TO CHAPEL HILL ROAD, TURN LEFT AND GO
 DG3277'SOUTH FOR 3.05 MILES TO COUNTY ROAD 92599 (CENTRAL CHURCH
 DG3277'ROAD).  TURN RIGHT AND PROCEED WEST FOR 0.55 MILE TO THE
 DG3277'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON 92599 (CENTRAL CHURCH
 DG3277'ROAD) FOR 0.85 MILE TO THE INTERSECTION OF CENTRAL CHURCH ROAD
 DG3277'AND REYNOLDS ROAD, TURN RIGHT ON REYNOLDS ROAD AND PROCEED
 DG3277'NORTH FOR 0.10 MILE TO THE CROSSING OF GEORGIA POWER LINES,
 DG3277'TURN LEFT AND PROCEED UP THE GEORGIA POWER RIGHT OF WAY
 DG3277'APPROXIMATELY 0.3 MILE TO THE TOP OF A HILL AND TWO TOWERS.
 DG3277'
 DG3277'THE STATION IS A STANDARD DISK STAMPED 048-206, SET IN A
 DG3277'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3277'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3277'048-206, SET IN AN IRREGULAR MASS OF CONCRETE 0.61 METERS BELOW
 DG3277'THE SURFACE OF THE GROUND.
 DG3277'
 DG3277'IT IS 4.5 FEET SOUTH OF A WITNESS POST, 73.0 FEET SOUTHWEST OF
 DG3277'THE SOUTHWEST LEG OF THE NORTHERNMOST TOWER, AND 104 FEET
 DG3277'NORTHWEST OF THE NORTHWEST LEG OF THE SOUTHERNMOST TOWER.
 DG3277'
 DG3277'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-206 AZI, SET
 DG3277'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3277'
 DG3277'IT IS LOCATED BETWEEN TWO POWER LINE TOWERS, 143 FEET EAST OF
 DG3277'THE NORTHEAST LEG OF THE WESTERNMOST TOWER, 160 FEET WEST OF
 DG3277'THE NORTHWEST LEG OF THE EASTERNMOST TOWER, AND 78.5 FEET NORTH
 DG3277'OF THE CENTERLINE OF CENTRAL CHURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3278 ***********************************************************************
 DG3278  DESIGNATION -  BV 048 207
 DG3278  PID         -  DG3278
 DG3278  STATE/COUNTY-  GA/DOUGLAS
 DG3278  USGS QUAD   -  CAMPBELLTON (1982)
 DG3278
 DG3278                         *CURRENT SURVEY CONTROL
 DG3278  ___________________________________________________________________
 DG3278* NAD 83(1994)-  33 43 37.34538(N)    084 42 06.53470(W)     ADJUSTED  
 DG3278* NAVD 88     -       334.0    (meters)    1096.     (feet)  VERTCON   
 DG3278  ___________________________________________________________________
 DG3278  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DG3278  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DG3278
 DG3278  HORZ ORDER  -  SECOND
 DG3278
 DG3278.The horizontal coordinates were established by classical geodetic methods
 DG3278.and adjusted by the National Geodetic Survey in September 1997..
 DG3278
 DG3278.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3278
 DG3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3278
 DG3278.The geoid height was determined by GEOID03.
 DG3278
 DG3278;                    North         East     Units Scale Factor Converg.
 DG3278;SPC GA W     -   413,358.652   650,407.525   MT  0.99993031   -0 17 49.7
 DG3278;SPC GA W     - 1,356,160.84  2,133,878.69   sFT  0.99993031   -0 17 49.7
 DG3278;UTM  16      - 3,734,263.291   712,930.878   MT  1.00015898   +1 16 35.5
 DG3278
 DG3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3278!SPC GA W     -   0.99995219  x   0.99993031  =   0.99988250
 DG3278!UTM  16      -   0.99995219  x   1.00015898  =   1.00011116
 DG3278
 DG3278:                Primary Azimuth Mark                     Grid Az
 DG3278:SPC GA W     -  BV 048 207 AZ MK                         230 38 01.7
 DG3278:UTM  16      -  BV 048 207 AZ MK                         229 03 36.5
 DG3278
 DG3278|---------------------------------------------------------------------|
 DG3278| PID    Reference Object                     Distance      Geod. Az  |
 DG3278|                                                           dddmmss.s |
 DG3278| CZ2988 BV 048 207 AZ MK                                   2302012.0 |
 DG3278| DG3223 DOUGLASVILLE E MUN TANK             APPROX. 4.5 KM 3100644.3 |
 DG3278|---------------------------------------------------------------------|
 DG3278
 DG3278                          SUPERSEDED SURVEY CONTROL
 DG3278
 DG3278  NAD 83(1994)-  33 43 37.35098(N)    084 42 06.53540(W) AD(       ) 2
 DG3278  NAD 83(1986)-  33 43 37.35157(N)    084 42 06.53430(W) AD(       ) 2
 DG3278  NAD 27      -  33 43 36.96338(N)    084 42 06.77009(W) AD(       ) 2
 DG3278  NGVD 29 (07/19/86)  333.9    (m)         1095.     (f) VERT ANG       
 DG3278
 DG3278.Superseded values are not recommended for survey control.
 DG3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3278.See file dsdata.txt to determine how the superseded data were derived.
 DG3278
 DG3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1293134263(NAD 83)
 DG3278_MARKER: DD = SURVEY DISK
 DG3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3278
 DG3278  HISTORY     - Date     Condition        Report By
 DG3278  HISTORY     - 1973     MONUMENTED       GADT
 DG3278
 DG3278                          STATION DESCRIPTION
 DG3278
 DG3278'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3278'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES SOUTHEAST OF
 DG3278'DOUGLASVILLE, 6.9 MILES SOUTHWEST OF AUSTELL, AND 12.6 MILES
 DG3278'EAST OF VILLA RICA.
 DG3278'
 DG3278'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20
 DG3278'AND STATE ROUTE 92 (APPROXIMATELY 1.8 MILES EAST OF DOUGLASVILLE),
 DG3278'PROCEED SOUTHEAST ON STATE ROUTE 92 FOR 1.25 MILES TO THE
 DG3278'INTERSECTION OF POPE ROAD AND STATE ROUTE 92.  TURN RIGHT ON POPE
 DG3278'ROAD AND PROCEED 1.10 MILES TO THE INTERSECTION OF POPE ROAD AND
 DG3278'WARREN ROAD ON THE RIGHT.  TURN RIGHT ON TO WARREN ROAD AND
 DG3278'PROCEED SOUTHWEST FOR 0.40 MILES TO THE STATION ON THE RIGHT.
 DG3278'
 DG3278'THE STATION IS A STANDARD DISK STAMPED 048-207, SET IN A 10 INCH
 DG3278'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3278'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 048-207,
 DG3278'SET IN AN IRREGULAR MASS OF CONCRETE 0.53 METERS BELOW THE
 DG3278'SURFACE OF THE GROUND.
 DG3278'
 DG3278'IT IS 21.3 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 9.0
 DG3278'FEET SOUTHWEST OF A WITNESS POST, AND 50.0 FEET NORTH-NORTHWEST
 DG3278'OF THE FIRST FENCE POST IN A ROW OF FENCE ACROSS THE ROAD.
 DG3278'
 DG3278'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHWEST
 DG3278'ON WARREN ROAD FOR 0.40 MILE TO THE MARK ON THE LEFT.
 DG3278'
 DG3278'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-207 AZI, SET
 DG3278'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3278'
 DG3278'IT IS 19.0 FEET SOUTH OF THE CENTERLINE OF WARREN ROAD, 3.2 FEET
 DG3278'NORTH OF A CYCLONE FENCE, 71.7 FEET EAST OF A TELEPHONE POLE,
 DG3278'AND 84.7 FEET SOUTHWEST OF THE PI OF A DRIVEWAY AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3290 ***********************************************************************
 DG3290  DESIGNATION -  BV 048 208
 DG3290  PID         -  DG3290
 DG3290  STATE/COUNTY-  GA/DOUGLAS
 DG3290  USGS QUAD   -  RICO (1982)
 DG3290
 DG3290                         *CURRENT SURVEY CONTROL
 DG3290  ___________________________________________________________________
 DG3290* NAD 83(1994)-  33 35 12.97497(N)    084 52 26.81790(W)     ADJUSTED  
 DG3290* NAVD 88     -       361.5    (meters)    1186.     (feet)  VERTCON   
 DG3290  ___________________________________________________________________
 DG3290  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DG3290  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3290
 DG3290  HORZ ORDER  -  SECOND
 DG3290
 DG3290.The horizontal coordinates were established by classical geodetic methods
 DG3290.and adjusted by the National Geodetic Survey in September 1997..
 DG3290
 DG3290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3290
 DG3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3290
 DG3290.The geoid height was determined by GEOID03.
 DG3290
 DG3290;                    North         East     Units Scale Factor Converg.
 DG3290;SPC GA W     -   397,916.206   634,333.704   MT  0.99995314   -0 23 29.0
 DG3290;SPC GA W     - 1,305,496.75  2,081,143.16   sFT  0.99995314   -0 23 29.0
 DG3290;UTM  16      - 3,718,383.226   697,283.609   MT  1.00007985   +1 10 35.1
 DG3290
 DG3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3290!SPC GA W     -   0.99994785  x   0.99995314  =   0.99990099
 DG3290!UTM  16      -   0.99994785  x   1.00007985  =   1.00002769
 DG3290
 DG3290:                Primary Azimuth Mark                     Grid Az
 DG3290:SPC GA W     -  BV 048 208 AZ MK                         228 18 07.6
 DG3290:UTM  16      -  BV 048 208 AZ MK                         226 44 03.5
 DG3290
 DG3290|---------------------------------------------------------------------|
 DG3290| PID    Reference Object                     Distance      Geod. Az  |
 DG3290|                                                           dddmmss.s |
 DG3290| CZ2989 BV 048 208 AZ MK                                   2275438.6 |
 DG3290|---------------------------------------------------------------------|
 DG3290
 DG3290                          SUPERSEDED SURVEY CONTROL
 DG3290
 DG3290  NAD 83(1994)-  33 35 12.97870(N)    084 52 26.81868(W) AD(       ) 2
 DG3290  NAD 83(1986)-  33 35 12.98039(N)    084 52 26.81631(W) AD(       ) 2
 DG3290  NAD 27      -  33 35 12.58227(N)    084 52 27.03545(W) AD(       ) 2
 DG3290  NGVD 29 (07/19/86)  361.4    (m)         1186.     (f) VERT ANG       
 DG3290
 DG3290.Superseded values are not recommended for survey control.
 DG3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3290.See file dsdata.txt to determine how the superseded data were derived.
 DG3290
 DG3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9728418383(NAD 83)
 DG3290_MARKER: DD = SURVEY DISK
 DG3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3290
 DG3290  HISTORY     - Date     Condition        Report By
 DG3290  HISTORY     - 1973     MONUMENTED       GADT
 DG3290
 DG3290                          STATION DESCRIPTION
 DG3290
 DG3290'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3290'THE STATION IS LOCATED APPROXIMATELY 10.3 MILES SOUTH-SOUTHEAST
 DG3290'OF VILLA RICA, 12.6 MILES NORTHWEST OF PALMETTO, AND 6.6 MILES
 DG3290'NORTHEAST OF WHITESBURG.
 DG3290'
 DG3290'TO REACH THE STATION FROM THE INTERSECTION OF I-20 AND STATE
 DG3290'ROUTE 5 (APPROXIMATELY 9 MILES EAST OF VILLA RICA), GO SOUTH
 DG3290'ON STATE ROUTE 5 FOR 10.0 MILES TO THE INTERSECTION OF STATE
 DG3290'ROUTE 5 AND STATE ROUTE 166 CROSSING.  TURN RIGHT, WEST, ON
 DG3290'STATE ROUTE 166 FOR 1.65 MILES TO THE INTERSECTION OF STATE
 DG3290'ROUTE 166 AND POST ROAD (DOUGLAS COUNTY ROAD 226) CROSSING.  GO
 DG3290'SOUTH ON COUNTY ROAD 226 FOR 2.65 MILES TO THE INTERSECTION
 DG3290'OF COUNTY ROAD 226 AND COUNTY ROAD 223 (TYREE ROAD)
 DG3290'CROSSING.  TURN RIGHT ON COUNTY ROAD 223 AND PROCEED WEST FOR
 DG3290'0.50 MILE TO THE INTERSECTION OF COUNTY ROAD 223 AND COUNTY
 DG3290'ROAD 230 (HANNAH ROAD) FORKING TO THE LEFT.  BEAR TO THE LEFT
 DG3290'ON COUNTY ROAD 230 AND PROCEED FOR 0.20 MILE TO THE STATION ON
 DG3290'THE LEFT.
 DG3290'
 DG3290'THE STATION MARK IS A STANDARD DISK STAMPED 048-208, SET IN A
 DG3290'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3290'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3290'048-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 2.2
 DG3290'FEET BENEATH THE SURFACE OF THE GROUND.
 DG3290'
 DG3290'THE STATION MARK IS LOCATED 3.5 FEET NORTHEAST OF A WITNESS
 DG3290'POST, 20 FEET SOUTHWEST OF THE SOUTHERN CURB OF COUNTY ROAD 230,
 DG3290'33 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 230, AND 109.5
 DG3290'FEET NORTHWEST OF A POWER POLE.
 DG3290'
 DG3290'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-208 AZI, SET IN A
 DG3290'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3290'GROUND.
 DG3290'
 DG3290'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON
 DG3290'COUNTY ROAD 230 FOR 0.1 MILE TO THE CROSSING INTERSECTION OF
 DG3290'COUNTY ROAD 230 AND COUNTY ROAD 231 (CARROL ROAD).  PROCEED SOUTH
 DG3290'ON COUNTY ROAD 231 FOR 0.10 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DG3290'
 DG3290'THE AZIMUTH MARK IS 3.5 FEET NORTH OF THE SECOND POWER POLE
 DG3290'SOUTH OF THE INTERSECTION, ON THE EASTERN EDGE OF A FIELD, AND
 DG3290'10 FEET WEST OF A BANK WHICH IS BETWEEN COUNTY ROAD 231 AND THE
 DG3290'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3293 ***********************************************************************
 DG3293  DESIGNATION -  BV 048 209
 DG3293  PID         -  DG3293
 DG3293  STATE/COUNTY-  GA/DOUGLAS
 DG3293  USGS QUAD   -  RICO (1982)
 DG3293
 DG3293                         *CURRENT SURVEY CONTROL
 DG3293  ___________________________________________________________________
 DG3293* NAD 83(1994)-  33 34 47.88846(N)    084 49 06.78834(W)     ADJUSTED  
 DG3293* NAVD 88     -       239.     (meters)     784.     (feet)  VERTCON   
 DG3293  ___________________________________________________________________
 DG3293  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DG3293  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DG3293
 DG3293  HORZ ORDER  -  SECOND
 DG3293
 DG3293.The horizontal coordinates were established by classical geodetic methods
 DG3293.and adjusted by the National Geodetic Survey in September 1997..
 DG3293
 DG3293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3293
 DG3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3293
 DG3293.The geoid height was determined by GEOID03.
 DG3293
 DG3293;                    North         East     Units Scale Factor Converg.
 DG3293;SPC GA W     -   397,109.508   639,486.426   MT  0.99994513   -0 21 38.0
 DG3293;SPC GA W     - 1,302,850.11  2,098,048.38   sFT  0.99994513   -0 21 38.0
 DG3293;UTM  16      - 3,717,717.701   702,457.213   MT  1.00010535   +1 12 25.1
 DG3293
 DG3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3293!SPC GA W     -   0.99996707  x   0.99994513  =   0.99991220
 DG3293!UTM  16      -   0.99996707  x   1.00010535  =   1.00007242
 DG3293
 DG3293|---------------------------------------------------------------------|
 DG3293| PID    Reference Object                     Distance      Geod. Az  |
 DG3293|                                                           dddmmss.s |
 DG3293| DG3292 BV 048 209 GADT 1973 PTA             25.951 METERS 06632     |
 DG3293| CZ2990 BV 048 209 AZ MK                                   0985431.1 |
 DG3293|---------------------------------------------------------------------|
 DG3293
 DG3293                          SUPERSEDED SURVEY CONTROL
 DG3293
 DG3293  NAD 83(1994)-  33 34 47.89295(N)    084 49 06.78843(W) AD(       ) 2
 DG3293  NAD 83(1986)-  33 34 47.89414(N)    084 49 06.78685(W) AD(       ) 2
 DG3293  NAD 27      -  33 34 47.49454(N)    084 49 07.01326(W) AD(       ) 2
 DG3293  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 DG3293
 DG3293.Superseded values are not recommended for survey control.
 DG3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3293.See file dsdata.txt to determine how the superseded data were derived.
 DG3293
 DG3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0245717718(NAD 83)
 DG3293_MARKER: DD = SURVEY DISK
 DG3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3293+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 DG3293
 DG3293  HISTORY     - Date     Condition        Report By
 DG3293  HISTORY     - 1973     MONUMENTED       GADT
 DG3293  HISTORY     - 20040415 GOOD             GADT
 DG3293
 DG3293                          STATION DESCRIPTION
 DG3293
 DG3293'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3293'THE STATION IS LOCATED 12.0 MILES SOUTHEAST OF VILLA RICA, 9.3 MILES
 DG3293'NORTHWEST OF PALMETTO, AND 12.5 MILES SOUTHWEST OF DOUGLASVILLE.
 DG3293'
 DG3293'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20
 DG3293'AND STATE ROUTE 70, APPROXIMATELY 1.1 MILES SOUTHEAST OF THE
 DG3293'FULTON COUNTY AIRPORT, GO SOUTHWEST ON STATE ROUTE 70 FOR 22.45
 DG3293'MILES TO THE INTERSECTION OF STATE ROUTE 70 AND CAPPS FERRY
 DG3293'ROAD.  TURN RIGHT ON CAPPS FERRY ROAD AND GO NORTHWEST 2.4 MILES
 DG3293'TO THE INTERSECTION OF CAPPS FERRY ROAD AND DEMOONEY ROAD AND
 DG3293'THE STATION ON THE RIGHT.  THE STATION IS LOCATED WEST OF
 DG3293'DEMOONEY ROAD AND SOUTH OF CAPPS FERRY ROAD AT THE TOP OF A
 DG3293'ROAD CUT.
 DG3293'
 DG3293'THE STATION IS A STANDARD DISK STAMPED 048-209, SET IN A 10
 DG3293'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3293'GROUND.  THE UNDERGROUND MARK IS STAMPED 048-209, SET IN AN
 DG3293'IRREGULAR MASS OF CONCRETE 0.75 METERS BELOW THE SURFACE OF THE
 DG3293'GROUND.
 DG3293'
 DG3293'THE STATION IS LOCATED 27.3 FEET NORTH-NORTHEAST OF A RIGHT
 DG3293'OF WAY MARKER, 24.6 FEET SOUTH OF A RIGHT OF WAY MARKER, 81.4
 DG3293'FEET WEST OF A RIGHT OF WAY MARKER, AND 96.3 FEET FROM THE POINT
 DG3293'OF INTERSECTION OF CAPPS FERRY ROAD AND DEMOONEY ROAD.
 DG3293'
 DG3293'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 DG3293'CAPPS FERRY ROAD TO THE AZIMUTH MARK ON THE RIGHT.
 DG3293'
 DG3293'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-209 AZI, SET
 DG3293'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3293'OF THE GROUND.
 DG3293'
 DG3293'THE AZIMUTH IS LOCATED 2.0 FEET SOUTH OF A GUARDRAIL, 22.5
 DG3293'FEET SOUTH OF THE CENTERLINE OF CAPPS FERRY ROAD, AND 43.0
 DG3293'FEET WEST OF THE GUARDRAIL AT THE END OF A BRIDGE.
 DG3293
 DG3293                          STATION RECOVERY (2004)
 DG3293
 DG3293'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DG3293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3287 ***********************************************************************
 DG3287  DESIGNATION -  BV 048 210
 DG3287  PID         -  DG3287
 DG3287  STATE/COUNTY-  GA/DOUGLAS
 DG3287  USGS QUAD   -  RICO (1982)
 DG3287
 DG3287                         *CURRENT SURVEY CONTROL
 DG3287  ___________________________________________________________________
 DG3287* NAD 83(1994)-  33 36 15.17262(N)    084 49 38.68339(W)     ADJUSTED  
 DG3287* NAVD 88     -       322.7    (meters)    1059.     (feet)  VERTCON   
 DG3287  ___________________________________________________________________
 DG3287  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DG3287  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG3287
 DG3287  HORZ ORDER  -  SECOND
 DG3287
 DG3287.The horizontal coordinates were established by classical geodetic methods
 DG3287.and adjusted by the National Geodetic Survey in September 1997..
 DG3287
 DG3287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3287
 DG3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3287
 DG3287.The geoid height was determined by GEOID03.
 DG3287
 DG3287;                    North         East     Units Scale Factor Converg.
 DG3287;SPC GA W     -   399,803.722   638,681.133   MT  0.99994634   -0 21 56.5
 DG3287;SPC GA W     - 1,311,689.38  2,095,406.35   sFT  0.99994634   -0 21 56.5
 DG3287;UTM  16      - 3,720,389.291   701,578.359   MT  1.00010097   +1 12 10.2
 DG3287
 DG3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3287!SPC GA W     -   0.99995393  x   0.99994634  =   0.99990027
 DG3287!UTM  16      -   0.99995393  x   1.00010097  =   1.00005490
 DG3287
 DG3287:                Primary Azimuth Mark                     Grid Az
 DG3287:SPC GA W     -  BV 048 210 AZ MK                         001 58 45.2
 DG3287:UTM  16      -  BV 048 210 AZ MK                         000 24 38.5
 DG3287
 DG3287|---------------------------------------------------------------------|
 DG3287| PID    Reference Object                     Distance      Geod. Az  |
 DG3287|                                                           dddmmss.s |
 DG3287| CZ2991 BV 048 210 AZ MK                                   0013648.7 |
 DG3287|---------------------------------------------------------------------|
 DG3287
 DG3287                          SUPERSEDED SURVEY CONTROL
 DG3287
 DG3287  NAD 83(1994)-  33 36 15.17710(N)    084 49 38.68381(W) AD(       ) 2
 DG3287  NAD 83(1986)-  33 36 15.17829(N)    084 49 38.68211(W) AD(       ) 2
 DG3287  NAD 27      -  33 36 14.78086(N)    084 49 38.90662(W) AD(       ) 2
 DG3287  NGVD 29 (07/19/86)  322.7    (m)         1059.     (f) VERT ANG       
 DG3287
 DG3287.Superseded values are not recommended for survey control.
 DG3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3287.See file dsdata.txt to determine how the superseded data were derived.
 DG3287
 DG3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0157820389(NAD 83)
 DG3287_MARKER: DD = SURVEY DISK
 DG3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3287
 DG3287  HISTORY     - Date     Condition        Report By
 DG3287  HISTORY     - 1973     MONUMENTED       GADT
 DG3287
 DG3287                          STATION DESCRIPTION
 DG3287
 DG3287'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3287'THE STATION IS LOCATED APPROXIMATELY 11.0 MILES SOUTHWEST OF
 DG3287'DOUGLASVILLE, 10.9 MILES NORTHWEST OF PALMETTO, AND 10.1 MILES
 DG3287'SOUTHEAST OF VILLA RICA.
 DG3287'
 DG3287'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20
 DG3287'AND STATE ROUTE 5, GO SOUTH ON STATE ROUTE 5 FOR 5.05 MILES TO
 DG3287'A BILL ARP ELEMENTARY SCHOOL ON THE RIGHT, CONTINUE SOUTH ON
 DG3287'STATE ROUTE 5 FOR 5.0 MILES TO STATE ROUTE 166.  TURN LEFT ON
 DG3287'STATE ROUTE 166 AND GO EAST FOR 0.4 MILE TO CAPPS FERRY ROAD ON
 DG3287'THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE AZIMUTH
 DG3287'MARK ON THE LEFT SIDE OF CAPPS FERRY ROAD.  CONTINUE SOUTH ON
 DG3287'CAPPS FERRY ROAD FOR 0.45 MILE TO A SMALL FIELD ROAD ON THE
 DG3287'RIGHT.  TURN RIGHT AND BEAR LEFT.  GO TO THE TOP OF THE HILL
 DG3287'A DISTANCE OF ABOUT 0.05 MILE TO THE WITNESS POST AND
 DG3287'STATION.
 DG3287'
 DG3287'THE STATION IS A STANDARD DISK STAMPED 048-210, SET IN A 10
 DG3287'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3287'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3287'048-210, SET IN AN IRREGULAR MASS OF CONCRETE 0.54 METERS BELOW
 DG3287'THE SURFACE OF THE GROUND.
 DG3287'
 DG3287'IT IS 407 FEET WEST OF CAPPS FERRY ROAD, 304 FEET SOUTH-SOUTHWEST
 DG3287'OF A LONE 10 INCH PINE TREE, 296 FEET SOUTH-SOUTHEAST OF A 10 INCH
 DG3287'PINE TREE BEHIND A FENCE, 341.5 FEET WEST OF A TELEPHONE POLE,
 DG3287'AND 3.5 FEET SOUTH OF A WITNESS POST.
 DG3287'
 DG3287'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE FIELD
 DG3287'ROAD FOR 0.05 MILE TO CAPPS FERRY ROAD.  TURN LEFT ON CAPPS FERRY
 DG3287'ROAD AND GO FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE
 DG3287'OF CAPPS FERRY ROAD.
 DG3287'
 DG3287'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 048-210 AZI, SET IN A
 DG3287'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3287'GROUND.
 DG3287'
 DG3287'IT IS 23.0 FEET EAST OF CAPPS FERRY ROAD, 2.7 FEET SOUTH OF A
 DG3287'CURVE TO THE LEFT SIGN, 150 FEET NORTH OF PHILIPS MILL ROAD,
 DG3287'69.5 FEET NORTHWEST OF A 16 INCH FORKED OAK TREE AND 80.8
 DG3287'FEET NORTHEAST OF A TELEPHONE AND POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6671 ***********************************************************************
 AH6671  DESIGNATION -  BV 051 1
 AH6671  PID         -  AH6671
 AH6671  STATE/COUNTY-  GA/EFFINGHAM
 AH6671  USGS QUAD   -  EGYPT (1978)
 AH6671
 AH6671                         *CURRENT SURVEY CONTROL
 AH6671  ___________________________________________________________________
 AH6671* NAD 83(1994)-  32 27 37.81160(N)    081 28 24.44791(W)     ADJUSTED  
 AH6671* NAVD 88     -        39.99   (+/-2cm)     131.2    (feet)  VERTCON   
 AH6671  ___________________________________________________________________
 AH6671  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AH6671  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AH6671
 AH6671  HORZ ORDER  -  SECOND
 AH6671  VERT ORDER  -  THIRD ? (See Below)
 AH6671
 AH6671.The horizontal coordinates were established by classical geodetic methods
 AH6671.and adjusted by the National Geodetic Survey in August 1998..
 AH6671
 AH6671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6671.The vertical order pertains to the NGVD 29 superseded value.
 AH6671
 AH6671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6671
 AH6671.The geoid height was determined by GEOID03.
 AH6671
 AH6671;                    North         East     Units Scale Factor Converg.
 AH6671;SPC GA E     -   272,988.945   265,168.147   MT  0.99995235   +0 22 19.5
 AH6671;SPC GA E     -   895,631.23    869,972.50   sFT  0.99995235   +0 22 19.5
 AH6671;UTM  17      - 3,591,579.534   455,504.127   MT  0.99962441   -0 15 14.8
 AH6671
 AH6671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6671!SPC GA E     -   0.99999853  x   0.99995235  =   0.99995088
 AH6671!UTM  17      -   0.99999853  x   0.99962441  =   0.99962294
 AH6671
 AH6671                          SUPERSEDED SURVEY CONTROL
 AH6671
 AH6671  NGVD 29 (08/21/98)   40.24   (m)          132.0    (f) LEVELING    3  
 AH6671
 AH6671.Superseded values are not recommended for survey control.
 AH6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6671.See file dsdata.txt to determine how the superseded data were derived.
 AH6671
 AH6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5550491580(NAD 83)
 AH6671_MARKER: DD = SURVEY DISK
 AH6671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6671_PROJECTION: FLUSH
 AH6671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6671+STABILITY: SURFACE MOTION
 AH6671
 AH6671  HISTORY     - Date     Condition        Report By
 AH6671  HISTORY     - 1982     MONUMENTED       GADT
 AH6671
 AH6671                          STATION DESCRIPTION
 AH6671
 AH6671'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6671'THE STATION IS LOCATED ABOUT 16.4 KM (10.2 MI) NORTH-NORTHWEST FROM
 AH6671'GUYTON, AND IN THE CITY LIMITS OF EGYPT. OWNERSHIP--STATE RIGTH OF
 AH6671'WAY.
 AH6671'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH
 AH6671'ALONG STATE ROUTE 17 FOR 9.4 KM (3.85 MI) TO THE JUNCTION OF COUNTY
 AH6671'ROAD 314.  CONTINUE GOING NORTH ALONG STATE ROUTE 17 FOR 6.55 KM (4.05
 AH6671'MI) TO THE STATION ON THE RIGHT.
 AH6671'THE STATION IS A STANDARD GADT DISK STAMPED---051-1---, SET INTO THE
 AH6671'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 2.54
 AH6671'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 4.87 METERS (16 FT)
 AH6671'EAST FROM THE CENTERLINE OF THE HIGHWAY, 21.03 METERS (69 FT) SOUTH
 AH6671'FROM A 15 INCH DRAIN PIPE UNDER A DRIVEWAY 9.29 METERS (30.5 FT) SOUTH
 AH6671'FROM A 10 INCH PECAN TREE, 15.84 METERS (52 FT) SOUTHWEST FROM THE
 AH6671'SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE, AND 0.914 METER (3 FT)
 AH6671'WEST FROM A METAL WITNESS POST. THE UNDERGROUND STATION IS A STANDARD
 AH6671'GADT DISK STAMPED---051-1---, SET IN AN IRREGULAR MASS OF CONCRETE
 AH6671'0.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6671'DESCRIBE BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6679 ***********************************************************************
 AH6679  DESIGNATION -  BV 051 10
 AH6679  PID         -  AH6679
 AH6679  STATE/COUNTY-  GA/EFFINGHAM
 AH6679  USGS QUAD   -  GUYTON (1978)
 AH6679
 AH6679                         *CURRENT SURVEY CONTROL
 AH6679  ___________________________________________________________________
 AH6679* NAD 83(1994)-  32 19 49.26305(N)    081 23 34.10308(W)     ADJUSTED  
 AH6679* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 AH6679  ___________________________________________________________________
 AH6679  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AH6679  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AH6679
 AH6679  HORZ ORDER  -  SECOND
 AH6679
 AH6679.The horizontal coordinates were established by classical geodetic methods
 AH6679.and adjusted by the National Geodetic Survey in August 1998..
 AH6679
 AH6679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6679
 AH6679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6679
 AH6679.The geoid height was determined by GEOID03.
 AH6679
 AH6679;                    North         East     Units Scale Factor Converg.
 AH6679;SPC GA E     -   258,608.840   272,854.758   MT  0.99996543   +0 24 50.0
 AH6679;SPC GA E     -   848,452.50    895,190.99   sFT  0.99996543   +0 24 50.0
 AH6679;UTM  17      - 3,577,121.322   463,030.856   MT  0.99961685   -0 12 36.3
 AH6679
 AH6679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6679!SPC GA E     -   1.00000086  x   0.99996543  =   0.99996629
 AH6679!UTM  17      -   1.00000086  x   0.99961685  =   0.99961771
 AH6679
 AH6679                          SUPERSEDED SURVEY CONTROL
 AH6679
 AH6679  NGVD 29 (08/21/98)   25.5    (m)           84.     (f) VERT ANG       
 AH6679
 AH6679.Superseded values are not recommended for survey control.
 AH6679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6679.See file dsdata.txt to determine how the superseded data were derived.
 AH6679
 AH6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6303177121(NAD 83)
 AH6679_MARKER: DD = SURVEY DISK
 AH6679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6679_PROJECTION: FLUSH
 AH6679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6679+STABILITY: SURFACE MOTION
 AH6679
 AH6679  HISTORY     - Date     Condition        Report By
 AH6679  HISTORY     - 1982     MONUMENTED       GADT
 AH6679
 AH6679                          STATION DESCRIPTION
 AH6679
 AH6679'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6679'THE STATION IS LOCATED IN THE CITY LIMITS OF GUYTON. OWNERSHIP--STATE
 AH6679'RIGHT OF WAY.
 AH6679'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO SOUTH ON
 AH6679'STATE ROUTE 17 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 AH6679'THE STATION IS A STANDARD GADT DISK STAMPED---051-10---, SET INTO THE
 AH6679'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6679'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 11.27 METERS (37 FT)
 AH6679'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 13.47 METERS (44.2 FT)
 AH6679'NORTHWEST FROM A DROP INLET, 6.94 METERS (22.8 FT) NORTHWEST FROM THE
 AH6679'CENTERLINE OF STATE ROUTE 119, 1.82 METERS (6 FT) WEST FROM A DROP
 AH6679'INLET, 11.58 METERS (38 FT) SOUTH FROM ANOTHER DROP INLET, AND 2.86
 AH6679'METERS (9.4 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND STATION
 AH6679'IS A STANDARD GADT DISK STAMPED---051-10---, SET IN AN IRREGULAR MASS
 AH6679'OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6679'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6680 ***********************************************************************
 AH6680  DESIGNATION -  BV 051 11
 AH6680  PID         -  AH6680
 AH6680  STATE/COUNTY-  GA/EFFINGHAM
 AH6680  USGS QUAD   -  GUYTON (1978)
 AH6680
 AH6680                         *CURRENT SURVEY CONTROL
 AH6680  ___________________________________________________________________
 AH6680* NAD 83(1994)-  32 19 54.94387(N)    081 23 18.15907(W)     ADJUSTED  
 AH6680* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 AH6680  ___________________________________________________________________
 AH6680  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AH6680  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AH6680
 AH6680  HORZ ORDER  -  SECOND
 AH6680
 AH6680.The horizontal coordinates were established by classical geodetic methods
 AH6680.and adjusted by the National Geodetic Survey in August 1998..
 AH6680
 AH6680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6680
 AH6680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6680
 AH6680.The geoid height was determined by GEOID03.
 AH6680
 AH6680;                    North         East     Units Scale Factor Converg.
 AH6680;SPC GA E     -   258,786.840   273,270.454   MT  0.99996618   +0 24 58.6
 AH6680;SPC GA E     -   849,036.49    896,554.81   sFT  0.99996618   +0 24 58.6
 AH6680;UTM  17      - 3,577,294.723   463,448.320   MT  0.99961647   -0 12 27.8
 AH6680
 AH6680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6680!SPC GA E     -   1.00000020  x   0.99996618  =   0.99996638
 AH6680!UTM  17      -   1.00000020  x   0.99961647  =   0.99961667
 AH6680
 AH6680                          SUPERSEDED SURVEY CONTROL
 AH6680
 AH6680  NGVD 29 (08/21/98)   29.7    (m)           97.     (f) VERT ANG       
 AH6680
 AH6680.Superseded values are not recommended for survey control.
 AH6680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6680.See file dsdata.txt to determine how the superseded data were derived.
 AH6680
 AH6680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6344877295(NAD 83)
 AH6680_MARKER: DD = SURVEY DISK
 AH6680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6680_PROJECTION: FLUSH
 AH6680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6680+STABILITY: SURFACE MOTION
 AH6680
 AH6680  HISTORY     - Date     Condition        Report By
 AH6680  HISTORY     - 1982     MONUMENTED       GADT
 AH6680
 AH6680                          STATION DESCRIPTION
 AH6680
 AH6680'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6680'THE STATION IS LOCATED IN THE CITY OF GUYTON. OWNERSHIP--STATE RIGHT
 AH6680'OF WAY.
 AH6680'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO SOUTH ON
 AH6680'STATE ROUTE 17 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF STATE ROUTE 119.
 AH6680'TURN LEFT GOING EAST-NORTHEAST ON STATE ROUTE 119 FOR O.5 KM (0.3 MI)
 AH6680'TO THE STATION ON THE RIGHT.
 AH6680'THE STATION IS A STANDARD GADT DISK STAMPED---051-11---, SET INTO THE
 AH6680'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6680'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 6.55 METERS (21.5
 AH6680'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 16.30 METERS (53.5 FT)
 AH6680'NORTHWEST FROM A 10 INCH CEDAR TREE, 0.304 METERS (1 FT) NORTH FROM
 AH6680'THE EDGE OF A SIDE WALK, 2.43 METERS (8 FT) EAST FROM THE CORNER OF A
 AH6680'ROAD AND DRIVE, AND 1.341 METERS (4.4 FT) EAST FROM A WITNESS POST.
 AH6680'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-11---,
 AH6680'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF
 AH6680'THE GROUND.
 AH6680'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6681 ***********************************************************************
 AH6681  DESIGNATION -  BV 051 12
 AH6681  PID         -  AH6681
 AH6681  STATE/COUNTY-  GA/EFFINGHAM
 AH6681  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AH6681
 AH6681                         *CURRENT SURVEY CONTROL
 AH6681  ___________________________________________________________________
 AH6681* NAD 83(1994)-  32 20 17.78811(N)    081 22 23.46852(W)     ADJUSTED  
 AH6681* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 AH6681  ___________________________________________________________________
 AH6681  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AH6681  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AH6681
 AH6681  HORZ ORDER  -  SECOND
 AH6681
 AH6681.The horizontal coordinates were established by classical geodetic methods
 AH6681.and adjusted by the National Geodetic Survey in August 1998..
 AH6681
 AH6681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6681
 AH6681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6681
 AH6681.The geoid height was determined by GEOID03.
 AH6681
 AH6681;                    North         East     Units Scale Factor Converg.
 AH6681;SPC GA E     -   259,500.974   274,695.484   MT  0.99996878   +0 25 28.1
 AH6681;SPC GA E     -   851,379.45    901,230.10   sFT  0.99996878   +0 25 28.1
 AH6681;UTM  17      - 3,577,993.049   464,880.539   MT  0.99961521   -0 11 58.7
 AH6681
 AH6681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6681!SPC GA E     -   1.00000047  x   0.99996878  =   0.99996925
 AH6681!UTM  17      -   1.00000047  x   0.99961521  =   0.99961568
 AH6681
 AH6681                          SUPERSEDED SURVEY CONTROL
 AH6681
 AH6681  NGVD 29 (08/21/98)   28.1    (m)           92.     (f) VERT ANG       
 AH6681
 AH6681.Superseded values are not recommended for survey control.
 AH6681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6681.See file dsdata.txt to determine how the superseded data were derived.
 AH6681
 AH6681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6488177993(NAD 83)
 AH6681_MARKER: DD = SURVEY DISK
 AH6681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6681_PROJECTION: FLUSH
 AH6681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6681+STABILITY: SURFACE MOTION
 AH6681
 AH6681  HISTORY     - Date     Condition        Report By
 AH6681  HISTORY     - 1982     MONUMENTED       GADT
 AH6681
 AH6681                          STATION DESCRIPTION
 AH6681
 AH6681'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6681'THE STATION IS LOCATED ABOUT 1.95 KM (1.3 MI) EAST FROM GUYTON, AND
 AH6681'6.6 KM (4.1 MI) WEST FROM SPRINGFIELD. STATE RIGHT OF WAY.
 AH6681'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO SOUTH
 AH6681'ALONG STATE ROUTE 17 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF STATE
 AH6681'ROUTE 119 CROSSING.  TURN LEFT GOING EAST ALONG STATE ROUTE 119 FOR
 AH6681'2.05 KM (1.3 MI) TO THE STATION ON THE LEFT.
 AH6681'THE STATION IS A STANDARD GADT DISK STAMPED---051-12---, SET INTO THE
 AH6681'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6681'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 9.08 METERS (29.8
 AH6681'FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 4.389 METERS (14.4 FT)
 AH6681'SOUTHWEST FROM A WITNESS POST, 4.785 METERS (15.7 FT) SOUTHWEST FROM A
 AH6681'TELEPHONE PEDESTAL, AND 4.876 METERS (16 FT) EAST FROM THE EAST END OF
 AH6681'A SIDE DRAIN. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6681'STAMPED---051-12---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS
 AH6681'BELOW THE SURFACE OF THE GROUND.
 AH6681'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6682 ***********************************************************************
 AH6682  DESIGNATION -  BV 051 13
 AH6682  PID         -  AH6682
 AH6682  STATE/COUNTY-  GA/EFFINGHAM
 AH6682  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AH6682
 AH6682                         *CURRENT SURVEY CONTROL
 AH6682  ___________________________________________________________________
 AH6682* NAD 83(1994)-  32 20 33.30927(N)    081 21 43.25481(W)     ADJUSTED  
 AH6682* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 AH6682  ___________________________________________________________________
 AH6682  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AH6682  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AH6682
 AH6682  HORZ ORDER  -  SECOND
 AH6682
 AH6682.The horizontal coordinates were established by classical geodetic methods
 AH6682.and adjusted by the National Geodetic Survey in August 1998..
 AH6682
 AH6682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6682
 AH6682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6682
 AH6682.The geoid height was determined by GEOID03.
 AH6682
 AH6682;                    North         East     Units Scale Factor Converg.
 AH6682;SPC GA E     -   259,986.899   275,743.470   MT  0.99997072   +0 25 49.8
 AH6682;SPC GA E     -   852,973.68    904,668.37   sFT  0.99997072   +0 25 49.8
 AH6682;UTM  17      - 3,578,467.361   465,933.383   MT  0.99961431   -0 11 37.2
 AH6682
 AH6682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6682!SPC GA E     -   1.00000009  x   0.99997072  =   0.99997081
 AH6682!UTM  17      -   1.00000009  x   0.99961431  =   0.99961440
 AH6682
 AH6682                          SUPERSEDED SURVEY CONTROL
 AH6682
 AH6682  NGVD 29 (08/21/98)   30.5    (m)          100.     (f) VERT ANG       
 AH6682
 AH6682.Superseded values are not recommended for survey control.
 AH6682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6682.See file dsdata.txt to determine how the superseded data were derived.
 AH6682
 AH6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6593378467(NAD 83)
 AH6682_MARKER: DD = SURVEY DISK
 AH6682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6682_PROJECTION: FLUSH
 AH6682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6682+STABILITY: SURFACE MOTION
 AH6682
 AH6682  HISTORY     - Date     Condition        Report By
 AH6682  HISTORY     - 1982     MONUMENTED       GADT
 AH6682
 AH6682                          STATION DESCRIPTION
 AH6682
 AH6682'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6682'THE STATION IS LOCATED ABOUT 0.32 KM (0.2 MI) EAST FROM GUYTON, AND
 AH6682'0.6 KM (0.35 MI) WEST FROM SPRINGFIELD. OWNERSHIP--STATE RIGHT OF WAY.
 AH6682'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO SOUTH
 AH6682'ALONG STATE ROUTE 17 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF STATE
 AH6682'ROUTE 119.  TURN LEFT GOING NORTHEAST ALONG STATE ROUTE 119 FOR 3.2 KM
 AH6682'(1.2 MI) TO THE STATION ON THE RIGHT.
 AH6682'THE STATION IS A STANDARD GADT DISK STAMPED---051-13---, SET INTO THE
 AH6682'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6682'THE SURFACE OF THE GROUND. IT IS LOCATED 15.45 METERS (50.7 FT) SOUTH
 AH6682'FROM THE CENTERLINE OF THE HIGHWAY, 5.57 METERS (18.3 FT) WEST FROM A
 AH6682'CATALPA TREE, 1.61 METERS (5.3 FT) WEST FROM AN 18 INCH PINE TREE,
 AH6682'9.14 METERS (30 FT) EAST FROM A 2 INCH HOLLY TREE, 22.79 METERS (74.8
 AH6682'FT) EAST FROM THE END OF A SIDE DRAIN, AND 0.91 METER (3 FT) SOUTH
 AH6682'FROM A WITNESS POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6682'STAMPED---051-13---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6682'BELOW THE SURFACE OF THE GROUND.
 AH6682'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6683 ***********************************************************************
 AH6683  DESIGNATION -  BV 051 14
 AH6683  PID         -  AH6683
 AH6683  STATE/COUNTY-  GA/EFFINGHAM
 AH6683  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AH6683
 AH6683                         *CURRENT SURVEY CONTROL
 AH6683  ___________________________________________________________________
 AH6683* NAD 83(1994)-  32 21 54.60670(N)    081 19 13.42361(W)     ADJUSTED  
 AH6683* NAVD 88     -        18.4    (meters)      60.     (feet)  VERTCON   
 AH6683  ___________________________________________________________________
 AH6683  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AH6683  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AH6683
 AH6683  HORZ ORDER  -  SECOND
 AH6683
 AH6683.The horizontal coordinates were established by classical geodetic methods
 AH6683.and adjusted by the National Geodetic Survey in August 1998..
 AH6683
 AH6683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6683
 AH6683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6683
 AH6683.The geoid height was determined by GEOID03.
 AH6683
 AH6683;                    North         East     Units Scale Factor Converg.
 AH6683;SPC GA E     -   262,521.220   279,641.549   MT  0.99997819   +0 27 11.0
 AH6683;SPC GA E     -   861,288.37    917,457.32   sFT  0.99997819   +0 27 11.0
 AH6683;UTM  17      - 3,580,958.153   469,857.427   MT  0.99961120   -0 10 17.4
 AH6683
 AH6683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6683!SPC GA E     -   1.00000196  x   0.99997819  =   0.99998015
 AH6683!UTM  17      -   1.00000196  x   0.99961120  =   0.99961316
 AH6683
 AH6683                          SUPERSEDED SURVEY CONTROL
 AH6683
 AH6683  NGVD 29 (08/21/98)   18.7    (m)           61.     (f) VERT ANG       
 AH6683
 AH6683.Superseded values are not recommended for survey control.
 AH6683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6683.See file dsdata.txt to determine how the superseded data were derived.
 AH6683
 AH6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6985780958(NAD 83)
 AH6683_MARKER: DD = SURVEY DISK
 AH6683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6683_PROJECTION: FLUSH
 AH6683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6683+STABILITY: SURFACE MOTION
 AH6683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6683+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 AH6683
 AH6683  HISTORY     - Date     Condition        Report By
 AH6683  HISTORY     - 1982     MONUMENTED       GADT
 AH6683  HISTORY     - 20040816 GOOD             GEOCAC
 AH6683
 AH6683                          STATION DESCRIPTION
 AH6683
 AH6683'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6683'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTHWEST FROM
 AH6683'SPRINGFIELD, AND 7.25 KM (4.5 MI) EAST FROM GUYTON. OWNERSHIP--STATE
 AH6683'RIGHT OF WAY.
 AH6683'TO REACH THE STATION FROM THE COURTHOUSE IN SPRINGFIELD, GO WEST ALONG
 AH6683'RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 21 CROSSING.
 AH6683'TURN LEFT GOING SOUTH ALONG STATE ROUTE 21 FOR 0.4 KM (0.25 MI) TO THE
 AH6683'JUNCTION OF STATE ROUTE 119 TO THE RIGHT. TURN RIGHT GOING SOUTH ALONG
 AH6683'STATE ROUTE 119 FOR 0.9 KM (0.5 MI) TO THE STATION ON THE LEFT.
 AH6683'THE STATION IS A STANDARD GADT DISK STAMPED---051-14---, SET INTO THE
 AH6683'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6683'THE SURFACE OF THE GROUND. IT IS LOCATED 14.02 METERS (46 FT)
 AH6683'SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 36.46 METERS (119.6 FT)
 AH6683'NORTHEAST FROM THE CENTERLINE OF THE END OF THE CONCRETE MEDIAN, 7.07
 AH6683'METERS (23.2 FT) NORTHEAST FROM A POWER POLE, 28.44 METERS (93.3 FT)
 AH6683'SOUTHEAST FROM A POWER POLE, AND 0.91 METER (3 FT) SOUTHEAST FROM A
 AH6683'WITNESS POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6683'STAMPED---051-14---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6683'BELOW THE SURFACE OF THE GROUND.
 AH6683'DESCRIBED BY M.E. WRIGHT.
 AH6683
 AH6683                          STATION RECOVERY (2004)
 AH6683
 AH6683'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 AH6683'LOCATED  ON GADOT ROW IN FRONT OF EFFINGHAM COUNTY HOSPITAL IN
 AH6683'VICINITY OF HELIPAD, WITNESS POST IS 3 FT NW FROM MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6684 ***********************************************************************
 AH6684  DESIGNATION -  BV 051 15
 AH6684  PID         -  AH6684
 AH6684  STATE/COUNTY-  GA/EFFINGHAM
 AH6684  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AH6684
 AH6684                         *CURRENT SURVEY CONTROL
 AH6684  ___________________________________________________________________
 AH6684* NAD 83(1994)-  32 22 03.58943(N)    081 19 01.80420(W)     ADJUSTED  
 AH6684* NAVD 88     -        22.5    (meters)      74.     (feet)  VERTCON   
 AH6684  ___________________________________________________________________
 AH6684  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AH6684  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 AH6684
 AH6684  HORZ ORDER  -  SECOND
 AH6684
 AH6684.The horizontal coordinates were established by classical geodetic methods
 AH6684.and adjusted by the National Geodetic Survey in August 1998..
 AH6684
 AH6684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6684
 AH6684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6684
 AH6684.The geoid height was determined by GEOID03.
 AH6684
 AH6684;                    North         East     Units Scale Factor Converg.
 AH6684;SPC GA E     -   262,800.313   279,943.110   MT  0.99997878   +0 27 17.3
 AH6684;SPC GA E     -   862,204.03    918,446.69   sFT  0.99997878   +0 27 17.3
 AH6684;UTM  17      - 3,581,233.841   470,161.899   MT  0.99961098   -0 10 11.3
 AH6684
 AH6684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6684!SPC GA E     -   1.00000132  x   0.99997878  =   0.99998010
 AH6684!UTM  17      -   1.00000132  x   0.99961098  =   0.99961230
 AH6684
 AH6684                          SUPERSEDED SURVEY CONTROL
 AH6684
 AH6684  NGVD 29 (08/21/98)   22.8    (m)           75.     (f) VERT ANG       
 AH6684
 AH6684.Superseded values are not recommended for survey control.
 AH6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6684.See file dsdata.txt to determine how the superseded data were derived.
 AH6684
 AH6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7016281234(NAD 83)
 AH6684_MARKER: DD = SURVEY DISK
 AH6684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6684_PROJECTION: FLUSH
 AH6684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6684+STABILITY: SURFACE MOTION
 AH6684
 AH6684  HISTORY     - Date     Condition        Report By
 AH6684  HISTORY     - 1982     MONUMENTED       GADT
 AH6684
 AH6684                          STATION DESCRIPTION
 AH6684
 AH6684'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6684'THE STATION IS LOCATED ABOUT 0.15 KM (0.1 MI) SOUTHWEST FROM
 AH6684'SPRINGFIELD, AND 7.55 KM (4.7 MI) EAST FROM GUYTON. OWNERSHIP--STATE
 AH6684'RIGHT OF WAY.
 AH6684'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6684'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 21
 AH6684'CROSSING.  TURN LEFT GOING SOUTH ALONG STATE ROUTE 21 FOR 0.4 KM (0.25
 AH6684'MI) TO THE JUNCTION OF STATE ROUTE 119. TURN RIGHT GOING SOUTH ALONG
 AH6684'STATE ROUTE 119 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 AH6684'THE STATION IS A STANDARD GADT DISK STAMPED---051-15---, SET INTO THE
 AH6684'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED 0.25 CM
 AH6684'BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 11.56 METERS (37.9 FT)
 AH6684'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 20.06 METERS (65.813 FT)
 AH6684'SOUTHWEST FROM A LONELY 10 INCH PINE TREE, 25.39 METERS (83.3 FT)
 AH6684'SOUTHWEST FROM THE SOUTHWEST CORNER OF A HIGHWAY OFFICE, 47.13 METERS
 AH6684'(154.6 FT) SOUTHWEST FROM A POWER POLE, AND 0.98 METER (3.2 FT)
 AH6684'SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND STATION IS A STANDARD
 AH6684'GADT DISK STAMPED---051-15---, SET IN AN IRREGULAR MASS OF CONCRETE
 AH6684'0.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6684'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6685 ***********************************************************************
 AH6685  DESIGNATION -  BV 051 16
 AH6685  PID         -  AH6685
 AH6685  STATE/COUNTY-  GA/EFFINGHAM
 AH6685  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AH6685
 AH6685                         *CURRENT SURVEY CONTROL
 AH6685  ___________________________________________________________________
 AH6685* NAD 83(1994)-  32 22 12.71597(N)    081 18 48.99930(W)     ADJUSTED  
 AH6685* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 AH6685  ___________________________________________________________________
 AH6685  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AH6685  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AH6685
 AH6685  HORZ ORDER  -  SECOND
 AH6685
 AH6685.The horizontal coordinates were established by classical geodetic methods
 AH6685.and adjusted by the National Geodetic Survey in August 1998..
 AH6685
 AH6685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6685
 AH6685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6685
 AH6685.The geoid height was determined by GEOID03.
 AH6685
 AH6685;                    North         East     Units Scale Factor Converg.
 AH6685;SPC GA E     -   263,084.092   280,275.607   MT  0.99997944   +0 27 24.3
 AH6685;SPC GA E     -   863,135.06    919,537.55   sFT  0.99997944   +0 27 24.3
 AH6685;UTM  17      - 3,581,513.876   470,497.347   MT  0.99961073   -0 10 04.5
 AH6685
 AH6685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6685!SPC GA E     -   1.00000109  x   0.99997944  =   0.99998053
 AH6685!UTM  17      -   1.00000109  x   0.99961073  =   0.99961182
 AH6685
 AH6685                          SUPERSEDED SURVEY CONTROL
 AH6685
 AH6685  NGVD 29 (08/21/98)   24.2    (m)           79.     (f) VERT ANG       
 AH6685
 AH6685.Superseded values are not recommended for survey control.
 AH6685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6685.See file dsdata.txt to determine how the superseded data were derived.
 AH6685
 AH6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7049781514(NAD 83)
 AH6685_MARKER: DD = SURVEY DISK
 AH6685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6685_PROJECTION: FLUSH
 AH6685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6685+STABILITY: SURFACE MOTION
 AH6685
 AH6685  HISTORY     - Date     Condition        Report By
 AH6685  HISTORY     - 1982     MONUMENTED       GADT
 AH6685
 AH6685                          STATION DESCRIPTION
 AH6685
 AH6685'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6685'THE STATION IS LOCATED IN SPRINGFIELD. OWNERSHIP--CENTRAL OF GEORGIA
 AH6685'RAILROAD.
 AH6685'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6685'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 21
 AH6685'CROSSING.  TURN LEFT GOING SOUTH ALONG STATE ROUTE 21 FOR 0.4 KM (0.25
 AH6685'MI) TO THE JUNCTION OF STATE ROUTE 119. TURN RIGHT GOING SOUTH ALONG
 AH6685'STATE ROUTE 119 FOR 0.1 KM (0.05 MI) TO THE CENTRAL OF GEORGIA
 AH6685'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 AH6685'THE STATION IS A STANDARD GADT DISK STAMPED---051-16---, SET INTO THE
 AH6685'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6685'THE SURFACE OF THE GROUND. IT IS LOCATED 2.13 METERS (7 FT) NORTHEAST
 AH6685'FROM THE NORTHEAST RAIL, 7.44 METERS (24.4 FT) NORTHEAST FROM THE
 AH6685'CROSSING SIGNAL ON THE SOUTH QUADRANT OF THE RAILROAD-HIGHWAY
 AH6685'CROSSING, 7.45 METERS (24.6 FT) SOUTHEAST FROM THE POINT OF
 AH6685'INTERSECTION OF THE RAIL ROAD TRACK AND STATE ROUTE 119, AND 0.91
 AH6685'METER (3 FT) NORTHWEST FROM A METAL WITNESS POST.
 AH6685'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-16---,
 AH6685'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF
 AH6685'THE GROUND.
 AH6685'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6686 ***********************************************************************
 AH6686  DESIGNATION -  BV 051 17
 AH6686  PID         -  AH6686
 AH6686  STATE/COUNTY-  GA/EFFINGHAM
 AH6686  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6686
 AH6686                         *CURRENT SURVEY CONTROL
 AH6686  ___________________________________________________________________
 AH6686* NAD 83(1994)-  32 22 41.67761(N)    081 19 16.87223(W)     ADJUSTED  
 AH6686* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 AH6686  ___________________________________________________________________
 AH6686  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AH6686  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AH6686
 AH6686  HORZ ORDER  -  SECOND
 AH6686
 AH6686.The horizontal coordinates were established by classical geodetic methods
 AH6686.and adjusted by the National Geodetic Survey in August 1998..
 AH6686
 AH6686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6686
 AH6686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6686
 AH6686.The geoid height was determined by GEOID03.
 AH6686
 AH6686;                    North         East     Units Scale Factor Converg.
 AH6686;SPC GA E     -   263,970.389   279,539.941   MT  0.99997799   +0 27 09.7
 AH6686;SPC GA E     -   866,042.85    917,123.96   sFT  0.99997799   +0 27 09.7
 AH6686;UTM  17      - 3,582,407.812   469,771.656   MT  0.99961127   -0 10 19.5
 AH6686
 AH6686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6686!SPC GA E     -   1.00000118  x   0.99997799  =   0.99997917
 AH6686!UTM  17      -   1.00000118  x   0.99961127  =   0.99961245
 AH6686
 AH6686                          SUPERSEDED SURVEY CONTROL
 AH6686
 AH6686  NGVD 29 (08/21/98)   23.7    (m)           78.     (f) VERT ANG       
 AH6686
 AH6686.Superseded values are not recommended for survey control.
 AH6686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6686.See file dsdata.txt to determine how the superseded data were derived.
 AH6686
 AH6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6977282408(NAD 83)
 AH6686_MARKER: DD = SURVEY DISK
 AH6686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6686_PROJECTION: FLUSH
 AH6686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6686+STABILITY: SURFACE MOTION
 AH6686
 AH6686  HISTORY     - Date     Condition        Report By
 AH6686  HISTORY     - 1982     MONUMENTED       GADT
 AH6686
 AH6686                          STATION DESCRIPTION
 AH6686
 AH6686'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6686'THE STATION IS LOCATED ABOUT 1 KM (0.6 MI) NORTH FROM SPRINGFIELD, AND
 AH6686'13.85 KM (8.6 MI) SOUTHEAST FROM SHAWNEE. OWNERSHIP--CENTRAL OF
 AH6686'GEORGIA RAILWAY.
 AH6686'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6686'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 21
 AH6686'CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTE 21 FOR 0.5 KM (0.3
 AH6686'MI) TO THE JUNCTION OF STATE ROUTE 119. TO THE RIGHT.  TURN LEFT AND
 AH6686'CONTINUE GOING NORTH ALONG STATE ROUTE 21 FOR 0.3 KM (0.2 MI) TO THE
 AH6686'STATION ON THE LEFT ABOVE THE ROAD NEXT TO THE TRACK.
 AH6686'THE STATION IS A STANDARD GADT DISK STAMPED---051-17---, SET INTO THE
 AH6686'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 10
 AH6686'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 2.33 METERS (7.3 FT)
 AH6686'SOUTHWEST FROM THE SOUTHWEST RAIL, 4.54 METERS (14.91 FT) SOUTH FROM
 AH6686'THE SOUTHWEST CORNER OF THE RAILROAD BRIDGE, 26.37 METERS (86.5 FT)
 AH6686'SOUTH FROM THE NORTHWEST CORNER OF THE RAILROAD BRIDGE, 23.11 METERS
 AH6686'(52.7 FT) SOUTH FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AH6686'THE RAILROAD AND THE HIGHWAY, 0.91 METER (3 FT) SOUTHEAST FROM A
 AH6686'WITNESS POST.
 AH6686'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-17---,
 AH6686'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF
 AH6686'THE GROUND.
 AH6686'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6687 ***********************************************************************
 AH6687  DESIGNATION -  BV 051 18
 AH6687  PID         -  AH6687
 AH6687  STATE/COUNTY-  GA/EFFINGHAM
 AH6687  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6687
 AH6687                         *CURRENT SURVEY CONTROL
 AH6687  ___________________________________________________________________
 AH6687* NAD 83(1994)-  32 22 46.47412(N)    081 19 33.26864(W)     ADJUSTED  
 AH6687* NAVD 88     -        26.2    (meters)      86.     (feet)  VERTCON   
 AH6687  ___________________________________________________________________
 AH6687  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AH6687  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AH6687
 AH6687  HORZ ORDER  -  SECOND
 AH6687
 AH6687.The horizontal coordinates were established by classical geodetic methods
 AH6687.and adjusted by the National Geodetic Survey in August 1998..
 AH6687
 AH6687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6687
 AH6687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6687
 AH6687.The geoid height was determined by GEOID03.
 AH6687
 AH6687;                    North         East     Units Scale Factor Converg.
 AH6687;SPC GA E     -   264,114.754   279,110.205   MT  0.99997715   +0 27 01.0
 AH6687;SPC GA E     -   866,516.49    915,714.06   sFT  0.99997715   +0 27 01.0
 AH6687;UTM  17      - 3,582,556.800   469,343.676   MT  0.99961159   -0 10 28.3
 AH6687
 AH6687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6687!SPC GA E     -   1.00000074  x   0.99997715  =   0.99997789
 AH6687!UTM  17      -   1.00000074  x   0.99961159  =   0.99961233
 AH6687
 AH6687                          SUPERSEDED SURVEY CONTROL
 AH6687
 AH6687  NGVD 29 (08/21/98)   26.5    (m)           87.     (f) VERT ANG       
 AH6687
 AH6687.Superseded values are not recommended for survey control.
 AH6687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6687.See file dsdata.txt to determine how the superseded data were derived.
 AH6687
 AH6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6934482557(NAD 83)
 AH6687_MARKER: DD = SURVEY DISK
 AH6687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6687_PROJECTION: FLUSH
 AH6687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6687+STABILITY: SURFACE MOTION
 AH6687
 AH6687  HISTORY     - Date     Condition        Report By
 AH6687  HISTORY     - 1982     MONUMENTED       GADT
 AH6687
 AH6687                          STATION DESCRIPTION
 AH6687
 AH6687'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6687'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTHEAST FROM SPRINGFIELD,
 AH6687'AND 13.5 KM (8.4 MI) SOUTHEAST FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF
 AH6687'WAY.
 AH6687'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6687'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6687'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTE
 AH6687'119 (STATE ROUTE 21) FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE
 AH6687'ROUTE 21 FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE
 AH6687'21 FOR 0.85 KM (0.55 MI) TO THE STATION ON THE LEFT.
 AH6687'THE STATION IS A STANDARD GADT DISK STAMPED---051-18---, SET INTO THE
 AH6687'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6687'THE SURFACE OF THE GROUND. IT IS LOCATED 13.08 METERS (4.29 FT)
 AH6687'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 30.79 METERS (101.7 FT)
 AH6687'WEST FROM A POWER POLE, 20.27 METERS (66.5 FT) SOUTHEAST FROM A POWER
 AH6687'POLE, 32.01 METERS (165 FT) SOUTHEAST FROM THE SOUTHEAST END OF A
 AH6687'CONCRETE PIPE, AND 0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST.
 AH6687'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-18---,
 AH6687'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF
 AH6687'THE GROUND.
 AH6687'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6688 ***********************************************************************
 AH6688  DESIGNATION -  BV 051 19
 AH6688  PID         -  AH6688
 AH6688  STATE/COUNTY-  GA/EFFINGHAM
 AH6688  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6688
 AH6688                         *CURRENT SURVEY CONTROL
 AH6688  ___________________________________________________________________
 AH6688* NAD 83(1994)-  32 22 55.92483(N)    081 19 45.81372(W)     ADJUSTED  
 AH6688* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 AH6688  ___________________________________________________________________
 AH6688  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AH6688  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AH6688
 AH6688  HORZ ORDER  -  SECOND
 AH6688
 AH6688.The horizontal coordinates were established by classical geodetic methods
 AH6688.and adjusted by the National Geodetic Survey in August 1998..
 AH6688
 AH6688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6688
 AH6688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6688
 AH6688.The geoid height was determined by GEOID03.
 AH6688
 AH6688;                    North         East     Units Scale Factor Converg.
 AH6688;SPC GA E     -   264,403.284   278,780.024   MT  0.99997651   +0 26 54.4
 AH6688;SPC GA E     -   867,463.11    914,630.80   sFT  0.99997651   +0 26 54.4
 AH6688;UTM  17      - 3,582,848.807   469,016.780   MT  0.99961184   -0 10 35.1
 AH6688
 AH6688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6688!SPC GA E     -   1.00000103  x   0.99997651  =   0.99997754
 AH6688!UTM  17      -   1.00000103  x   0.99961184  =   0.99961287
 AH6688
 AH6688                          SUPERSEDED SURVEY CONTROL
 AH6688
 AH6688  NGVD 29 (08/21/98)   24.6    (m)           81.     (f) VERT ANG       
 AH6688
 AH6688.Superseded values are not recommended for survey control.
 AH6688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6688.See file dsdata.txt to determine how the superseded data were derived.
 AH6688
 AH6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6901782849(NAD 83)
 AH6688_MARKER: DD = SURVEY DISK
 AH6688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6688_PROJECTION: FLUSH
 AH6688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6688+STABILITY: SURFACE MOTION
 AH6688
 AH6688  HISTORY     - Date     Condition        Report By
 AH6688  HISTORY     - 1982     MONUMENTED       GADT
 AH6688
 AH6688                          STATION DESCRIPTION
 AH6688
 AH6688'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6688'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTH FROM SPRINGFIELD, AND
 AH6688'12.9 KM (8 MI) SOUTH FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF WAY.
 AH6688'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6688'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6688'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6688'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6688'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6688'1.2 KM (0.75 MI) TO THE STATION ON THE LEFT.
 AH6688'THE STATION IS A STANDARD GADT DISK STAMPED---051-19---, SET INTO THE
 AH6688'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6688'THE SURFACE OF THE GROUND. IT IS LOCATED 4.998 METERS (16.4 FT)
 AH6688'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 14.538 METERS (47.7
 AH6688'FT)WEST FROM THE NORTHWEST CORNER OF A CULVERT ON THE EAST SIDE OF THE
 AH6688'HIGHWAY, 9.448 METERS (31 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 AH6688'CULVERT ON THE WEST SIDE OF THE HIGHWAY, 31.79 METERS (104.3 FT)
 AH6688'NORTHWEST FROM A POWER POLE, AND 0.91 METER (3 FT) NORTHEAST FROM A
 AH6688'METAL WITNESS POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6688'STAMPED---051-19---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6688'BELOW THE SURFACE OF THE GROUND.
 AH6688'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6672 ***********************************************************************
 AH6672  DESIGNATION -  BV 051 2
 AH6672  PID         -  AH6672
 AH6672  STATE/COUNTY-  GA/EFFINGHAM
 AH6672  USGS QUAD   -  EGYPT (1978)
 AH6672
 AH6672                         *CURRENT SURVEY CONTROL
 AH6672  ___________________________________________________________________
 AH6672* NAD 83(1994)-  32 26 33.11118(N)    081 27 42.87884(W)     ADJUSTED  
 AH6672* NAVD 88     -        39.0    (meters)     128.     (feet)  VERTCON   
 AH6672  ___________________________________________________________________
 AH6672  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AH6672  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AH6672
 AH6672  HORZ ORDER  -  SECOND
 AH6672
 AH6672.The horizontal coordinates were established by classical geodetic methods
 AH6672.and adjusted by the National Geodetic Survey in August 1998..
 AH6672
 AH6672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6672
 AH6672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6672
 AH6672.The geoid height was determined by GEOID03.
 AH6672
 AH6672;                    North         East     Units Scale Factor Converg.
 AH6672;SPC GA E     -   271,003.150   266,266.848   MT  0.99995413   +0 22 41.1
 AH6672;SPC GA E     -   889,116.17    873,577.15   sFT  0.99995413   +0 22 41.1
 AH6672;UTM  17      - 3,589,582.511   456,580.710   MT  0.99962325   -0 14 52.1
 AH6672
 AH6672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6672!SPC GA E     -   0.99999868  x   0.99995413  =   0.99995281
 AH6672!UTM  17      -   0.99999868  x   0.99962325  =   0.99962193
 AH6672
 AH6672                          SUPERSEDED SURVEY CONTROL
 AH6672
 AH6672  NGVD 29 (08/21/98)   39.3    (m)          129.     (f) VERT ANG       
 AH6672
 AH6672.Superseded values are not recommended for survey control.
 AH6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6672.See file dsdata.txt to determine how the superseded data were derived.
 AH6672
 AH6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5658189583(NAD 83)
 AH6672_MARKER: DD = SURVEY DISK
 AH6672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6672_PROJECTION: FLUSH
 AH6672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6672+STABILITY: SURFACE MOTION
 AH6672
 AH6672  HISTORY     - Date     Condition        Report By
 AH6672  HISTORY     - 1982     MONUMENTED       GADT
 AH6672
 AH6672                          STATION DESCRIPTION
 AH6672
 AH6672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6672'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTH-SOUTHEAST FROM
 AH6672'EGYPT, AND 13.2 KM (8.2 MI) NORTH-NORTHWEST FROM GUYTON.
 AH6672'OWNERSHIP--STATE RIGHT OF WAY.
 AH6672'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6672'STATE ROUTE 17 FOR 9.4 KM (5.85 MI) TO THE JUNCTION OF COUNTY ROAD
 AH6672'314.  CONTINUE NORTH ON STATE ROUTE 17 FOR 4.35 KM (2.69 MI) TO THE
 AH6672'STATION ON THE RIGHT.
 AH6672'THE STATION IS A STANDARD GADT DISK STAMPED---051 2---, SET INTO THE
 AH6672'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6672'THE SURFACE OF THE GROUND. IT IS LOCATED 9.14 METERS (30 FT) EAST FROM
 AH6672'THE CENTERLINE OF THE HIGHWAY, 1.52 METERS (5 FT) SOUTHWEST FROM THE
 AH6672'NORTH END OF A 15 INCH DRAIN PIPE, 6.33 METERS (20.8 FT)
 AH6672'WEST-SOUTHWEST FROM A GATE POST, 7.31 METERS (24 FT) NORTHWEST FROM
 AH6672'ANOTHER FENCE POST, AND 1.21 METERS (4 FT) WEST FROM A METAL WITNESS
 AH6672'POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6672'STAMPED---051-2---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6672'BELOW THE SURFACE OF THE GROUND.
 AH6672'DESCRIBE BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6689 ***********************************************************************
 AH6689  DESIGNATION -  BV 051 20
 AH6689  PID         -  AH6689
 AH6689  STATE/COUNTY-  GA/EFFINGHAM
 AH6689  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6689
 AH6689                         *CURRENT SURVEY CONTROL
 AH6689  ___________________________________________________________________
 AH6689* NAD 83(1994)-  32 23 11.26951(N)    081 19 59.77906(W)     ADJUSTED  
 AH6689* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 AH6689  ___________________________________________________________________
 AH6689  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AH6689  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AH6689
 AH6689  HORZ ORDER  -  SECOND
 AH6689
 AH6689.The horizontal coordinates were established by classical geodetic methods
 AH6689.and adjusted by the National Geodetic Survey in August 1998..
 AH6689
 AH6689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6689
 AH6689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6689
 AH6689.The geoid height was determined by GEOID03.
 AH6689
 AH6689;                    North         East     Units Scale Factor Converg.
 AH6689;SPC GA E     -   264,873.082   278,411.326   MT  0.99997579   +0 26 47.1
 AH6689;SPC GA E     -   869,004.44    913,421.16   sFT  0.99997579   +0 26 47.1
 AH6689;UTM  17      - 3,583,322.425   468,653.360   MT  0.99961212   -0 10 42.6
 AH6689
 AH6689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6689!SPC GA E     -   1.00000084  x   0.99997579  =   0.99997663
 AH6689!UTM  17      -   1.00000084  x   0.99961212  =   0.99961296
 AH6689
 AH6689                          SUPERSEDED SURVEY CONTROL
 AH6689
 AH6689  NGVD 29 (08/21/98)   25.8    (m)           85.     (f) VERT ANG       
 AH6689
 AH6689.Superseded values are not recommended for survey control.
 AH6689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6689.See file dsdata.txt to determine how the superseded data were derived.
 AH6689
 AH6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6865383322(NAD 83)
 AH6689_MARKER: DD = SURVEY DISK
 AH6689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6689_PROJECTION: FLUSH
 AH6689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6689+STABILITY: SURFACE MOTION
 AH6689
 AH6689  HISTORY     - Date     Condition        Report By
 AH6689  HISTORY     - 1982     MONUMENTED       GADT
 AH6689
 AH6689                          STATION DESCRIPTION
 AH6689
 AH6689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6689'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH FROM SPRINGFIELD, AND
 AH6689'12.25 KM (7.7 MI) SOUTHEAST FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF
 AH6689'WAY.
 AH6689'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6689'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6689'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6689'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6689'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6689'1.85 KM (1.15 MI) TO THE STATION ON THE RIGHT.
 AH6689'THE STATION IS A STANDARD GADT DISK STAMPED---051-20---, SET INTO THE
 AH6689'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6689'THE SURFACE OF THE GROUND. IT IS LOCATED 8.08 METERS (26.5 FT)
 AH6689'NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 19.51 METERS (64 FT)
 AH6689'EAST FROM THE SOUTH END OF A CORRUGATED METAL SIDE DRAIN PIPE, 1.83
 AH6689'METERS (6 FT) SOUTH FROM THE SOUTH END OF ANOTHER CORRUGATED METAL
 AH6689'SIDE DRAIN PIPE, 7.68 METERS (25.2 FT) NORTH FROM A MILE POST, AND
 AH6689'4.36 METER (14.3 FT) SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND
 AH6689'STATION IS A STANDARD GADT DISK STAMPED---051-20---, SET IN AN
 AH6689'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6689'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3733 ***********************************************************************
 AB3733  DESIGNATION -  BV 051 200
 AB3733  PID         -  AB3733
 AB3733  STATE/COUNTY-  GA/EFFINGHAM
 AB3733  USGS QUAD   -  EGYPT (1978)
 AB3733
 AB3733                         *CURRENT SURVEY CONTROL
 AB3733  ___________________________________________________________________
 AB3733* NAD 83(1994)-  32 27 23.94064(N)    081 26 34.60464(W)     ADJUSTED  
 AB3733* NAVD 88     -        38.0    (meters)     125.     (feet)  VERTCON   
 AB3733  ___________________________________________________________________
 AB3733  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AB3733  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AB3733
 AB3733  HORZ ORDER  -  SECOND
 AB3733
 AB3733.The horizontal coordinates were established by classical geodetic methods
 AB3733.and adjusted by the National Geodetic Survey in September 1997..
 AB3733
 AB3733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3733
 AB3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3733
 AB3733.The geoid height was determined by GEOID03.
 AB3733
 AB3733;                    North         East     Units Scale Factor Converg.
 AB3733;SPC GA E     -   272,580.728   268,039.524   MT  0.99995707   +0 23 18.3
 AB3733;SPC GA E     -   894,291.94    879,393.00   sFT  0.99995707   +0 23 18.3
 AB3733;UTM  17      - 3,591,140.108   458,369.920   MT  0.99962137   -0 14 15.8
 AB3733
 AB3733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3733!SPC GA E     -   0.99999885  x   0.99995707  =   0.99995592
 AB3733!UTM  17      -   0.99999885  x   0.99962137  =   0.99962022
 AB3733
 AB3733                          SUPERSEDED SURVEY CONTROL
 AB3733
 AB3733  NAD 83(1986)-  32 27 23.93609(N)    081 26 34.60817(W) AD(       ) 2
 AB3733  NGVD 29 (05/08/96)   38.2    (m)          125.     (f) VERT ANG       
 AB3733
 AB3733.Superseded values are not recommended for survey control.
 AB3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3733.See file dsdata.txt to determine how the superseded data were derived.
 AB3733
 AB3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5837091140(NAD 83)
 AB3733_MARKER: DD = SURVEY DISK
 AB3733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3733_PROJECTION: FLUSH
 AB3733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3733+STABILITY: SURFACE MOTION
 AB3733
 AB3733  HISTORY     - Date     Condition        Report By
 AB3733  HISTORY     - 1982     MONUMENTED       GADT
 AB3733  HISTORY     - 1982     GOOD             GADT
 AB3733
 AB3733                          STATION DESCRIPTION
 AB3733
 AB3733'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3733'THE STATION IS LOCATED ABOUT 15.8 KM (9.8 MI) NORTHWEST OF
 AB3733'SPRINGFIELD, 14.2 KM (8.8 MI) NORTH OF GUYTON, AND 10.95 KM (6.8 MI)
 AB3733'SOUTH-SOUTHEAST OF OLIVER. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3733'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH STATE
 AB3733'ROUTE 17 IN OLIVER, GO SOUTH ALONG STATE ROUTE 17 FOR 2 KM (1.25 MI)
 AB3733'TO THE CENTRAL OF GEORGIA RAILROAD TRACKS CROSSING. CONTINUE GOING
 AB3733'SOUTH ALONG STATE ROUTE 17 FOR 6.75 KM (4.2 MI) TO THE JUNCTION OF
 AB3733'COUNTY ROAD 23 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 23
 AB3733'FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 45 TO THE
 AB3733'RIGHT.  TURN RIGHT GOING SOUTH THEN EAST ALONG COUNTY ROAD 45 FOR 2.6
 AB3733'KM (1.6 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ALONG
 AB3733'COUNTY ROAD 45 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 AB3733'THE STATION IS A STANDARD GADT DISK STAMPED---051-200 1982---, SET
 AB3733'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3733'WITH GROUND.  IT IS LOCATED 11.67 METERS (38.3 FT) SOUTH FROM THE
 AB3733'CENTERLINE OF COUNTY PAVED ROAD 45, 6.95 METERS (22.8 FT) WEST FROM A
 AB3733'POWER POLE, 10.30 METERS (33.8 FT) WEST FROM AN 8 INCH PINE TREE, AND
 AB3733'1.22 METERS (4 FT) NORTH FROM A WITNESS POST THE UNDERGROUND MARK IS A
 AB3733'STANDARD GADT DISK STAMPED---051-200 1982---, SET INTO AN IRREGULAR
 AB3733'MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3733'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-200 RM
 AB3733'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3733'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.87 METERS
 AB3733'(48.8 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED ROAD 45, 7.22
 AB3733'METERS (23.7 FT) EAST-SOUTHEAST FROM THE POWER POLE, 3.44 METERS (11.3
 AB3733'FT) EAST FROM THE 8 INCH PINE TREE, AND 0.7 METER (2.3 FT)
 AB3733'NORTH-NORTHEAST FROM A WITNESS POST. MARK IS BELOW STATION 0.3 METERS.
 AB3733'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-200 AZ MK
 AB3733'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3733'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 12.5 METERS
 AB3733'(41 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF COUNTY PAVED ROAD 45,
 AB3733'31.09 METERS (102 FT) SOUTHWEST FROM A POWER POLE ON THE NORTH SIDE OF
 AB3733'COUNTY ROAD 45, 3.05 METERS (10 FT) NORTHEAST FROM AN 8 INCH PINE
 AB3733'TREE, AND 0.82 METER (2.7 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 AB3733'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---051-200 AZ MK
 AB3733'1982---, SET IN AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 AB3733'SURFACE.
 AB3733'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3733'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3733'DESCRIBED BY G.D. JOHNSON.
 AB3733
 AB3733                          STATION RECOVERY (1982)
 AB3733
 AB3733'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3733'THE STATION WAS FOUND AS DESCRIBED IN PROJECT G16679. VICINITY OF
 AB3733'STATESBORO.
 AB3733'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3735 ***********************************************************************
 AB3735  DESIGNATION -  BV 051 200 AZ MK
 AB3735  PID         -  AB3735
 AB3735  STATE/COUNTY-  GA/EFFINGHAM
 AB3735  USGS QUAD   -  EGYPT (1978)
 AB3735
 AB3735                         *CURRENT SURVEY CONTROL
 AB3735  ___________________________________________________________________
 AB3735* NAD 83(1994)-  32 27 25.66054(N)    081 26 45.88544(W)     ADJUSTED  
 AB3735* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 AB3735  ___________________________________________________________________
 AB3735  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AB3735  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AB3735
 AB3735  HORZ ORDER  -  SECOND
 AB3735
 AB3735.The horizontal coordinates were established by classical geodetic methods
 AB3735.and adjusted by the National Geodetic Survey in September 1997..
 AB3735
 AB3735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3735
 AB3735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3735
 AB3735.The geoid height was determined by GEOID03.
 AB3735
 AB3735;                    North         East     Units Scale Factor Converg.
 AB3735;SPC GA E     -   272,631.711   267,744.563   MT  0.99995657   +0 23 12.2
 AB3735;SPC GA E     -   894,459.21    878,425.29   sFT  0.99995657   +0 23 12.2
 AB3735;UTM  17      - 3,591,194.294   458,075.633   MT  0.99962167   -0 14 21.8
 AB3735
 AB3735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3735!SPC GA E     -   0.99999879  x   0.99995657  =   0.99995536
 AB3735!UTM  17      -   0.99999879  x   0.99962167  =   0.99962046
 AB3735
 AB3735                          SUPERSEDED SURVEY CONTROL
 AB3735
 AB3735  NAD 83(1986)-  32 27 25.65599(N)    081 26 45.88897(W) AD(       ) 2
 AB3735  NGVD 29 (05/08/96)   38.6    (m)          127.     (f) VERT ANG       
 AB3735
 AB3735.Superseded values are not recommended for survey control.
 AB3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3735.See file dsdata.txt to determine how the superseded data were derived.
 AB3735
 AB3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5807691194(NAD 83)
 AB3735_MARKER: DD = SURVEY DISK
 AB3735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3735_PROJECTION: FLUSH
 AB3735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3735+STABILITY: SURFACE MOTION
 AB3735
 AB3735  HISTORY     - Date     Condition        Report By
 AB3735  HISTORY     - 1982     MONUMENTED       GADT
 AB3735  HISTORY     - 1982     GOOD             GADT
 AB3735
 AB3735                          STATION DESCRIPTION
 AB3735
 AB3735'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3735'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHWEST OF SPRINGFIELD,
 AB3735'14.3 KM (8.9 MI) NORTH OF GUYTON, AND 10.6 KM (6.6 MI) SOUTH-SOUTHEAST
 AB3735'OF OLIVER. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3735'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH STATE
 AB3735'ROUTE 17 IN OLIVER, GO SOUTH ALONG STATE ROUTE 17 FOR 2 KM (1.25 MI)
 AB3735'TO THE CENTRAL OF GEORGIA RAILROAD TRACKS CROSSING. CONTINUE GOING
 AB3735'SOUTH ALONG STATE ROUTE 17 FOR 6.75 KM (4.2 MI) TO THE JUNCTION OF
 AB3735'COUNTY ROAD 23 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 23
 AB3735'FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 45 TO THE
 AB3735'RIGHT.  TURN RIGHT GOING SOUTH THEN EAST ALONG COUNTY ROAD 45 FOR 2.6
 AB3735'KM (1.6 MI) TO THE STATION ON THE RIGHT.
 AB3735'THE STATION IS A STANDARD GADT DISK STAMPED---051-200 AZ MK 1982---,
 AB3735'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3735'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 12.5 METERS (41 FT)
 AB3735'SOUTH-SOUTHWEST FROM THE CENTERLINE OF COUNTY PAVED ROAD 45, 31.09
 AB3735'METERS (102 FT) SOUTHWEST FROM A POWER POLE ON THE NORTH SIDE OF
 AB3735'COUNTY ROAD 45, 3.05 METERS (10 FT) NORTHEAST FROM AN 8 INCH PINE
 AB3735'TREE, AND 0.82 METER (2.7 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE
 AB3735'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---051-200 AZ MK
 AB3735'1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 AB3735'SURFACE.
 AB3735'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3735'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3735'DESCRIBED BY G.D. JOHNSON.
 AB3735
 AB3735                          STATION RECOVERY (1982)
 AB3735
 AB3735'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3735'THE STATION WAS FOUND AS DESCRIBED IN PROJECT G16679. VICINITY OF
 AB3735'STATESBORO.
 AB3735'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3734 ***********************************************************************
 AB3734  DESIGNATION -  BV 051 200 RM 1
 AB3734  PID         -  AB3734
 AB3734  STATE/COUNTY-  GA/EFFINGHAM
 AB3734  USGS QUAD   -  EGYPT (1978)
 AB3734
 AB3734                         *CURRENT SURVEY CONTROL
 AB3734  ___________________________________________________________________
 AB3734* NAD 83(1994)-  32 27 23.86674(N)    081 26 34.09492(W)     ADJUSTED  
 AB3734* NAVD 88     -        37.99   (+/-2cm)     124.6    (feet)  VERTCON   
 AB3734  ___________________________________________________________________
 AB3734  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AB3734  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AB3734
 AB3734  HORZ ORDER  -  SECOND
 AB3734  VERT ORDER  -  THIRD (See Below)
 AB3734
 AB3734.The horizontal coordinates were established by classical geodetic methods
 AB3734.and adjusted by the National Geodetic Survey in September 1997..
 AB3734
 AB3734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3734.The vertical order pertains to the NGVD 29 superseded value.
 AB3734
 AB3734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3734
 AB3734.The geoid height was determined by GEOID03.
 AB3734
 AB3734;                    North         East     Units Scale Factor Converg.
 AB3734;SPC GA E     -   272,578.542   268,052.851   MT  0.99995709   +0 23 18.5
 AB3734;SPC GA E     -   894,284.77    879,436.73   sFT  0.99995709   +0 23 18.5
 AB3734;UTM  17      - 3,591,137.777   458,383.218   MT  0.99962136   -0 14 15.5
 AB3734
 AB3734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3734!SPC GA E     -   0.99999885  x   0.99995709  =   0.99995594
 AB3734!UTM  17      -   0.99999885  x   0.99962136  =   0.99962021
 AB3734
 AB3734                          SUPERSEDED SURVEY CONTROL
 AB3734
 AB3734  NAD 83(1986)-  32 27 23.86219(N)    081 26 34.09845(W) AD(       ) 2
 AB3734  NGVD 29 (05/08/96)   38.24   (m)          125.5    (f) LEVELING    3  
 AB3734
 AB3734.Superseded values are not recommended for survey control.
 AB3734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3734.See file dsdata.txt to determine how the superseded data were derived.
 AB3734
 AB3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5838391138(NAD 83)
 AB3734_MARKER: DD = SURVEY DISK
 AB3734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3734
 AB3734  HISTORY     - Date     Condition        Report By
 AB3734  HISTORY     - 1982     MONUMENTED       GADT
 AB3734
 AB3734                          STATION DESCRIPTION
 AB3734
 AB3734'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3734'THE STATION IS LOCATED ABOUT 15.8 KM (9.8 MI) NORTHWEST OF
 AB3734'SPRINGFIELD, 14.2 KM (8.8 MI) NORTH OF GUYTON, AND 10.95 KM (6.8 MI)
 AB3734'SOUTH-SOUTHEAST OF OLIVER. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3734'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH STATE
 AB3734'ROUTE 17 IN OLIVER, GO SOUTH ALONG STATE ROUTE 17 FOR 2 KM (1.25 MI)
 AB3734'TO THE CENTRAL OF GEORGIA RAILROAD TRACKS CROSSING. CONTINUE GOING
 AB3734'SOUTH ALONG STATE ROUTE 17 FOR 6.75 KM (4.2 MI) TO THE JUNCTION OF
 AB3734'COUNTY ROAD 23 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 23
 AB3734'FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 45 TO THE
 AB3734'RIGHT.  TURN RIGHT GOING SOUTH THEN EAST ALONG COUNTY ROAD 45 FOR 2.9
 AB3734'KM (1.8 MI) TO THE STATION ON THE RIGHT.
 AB3734'THE STATION IS A STANDARD GADT DISK STAMPED---051-200 RM 1 1982---,
 AB3734'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3734'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.87 METERS (48.8
 AB3734'FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED ROAD 45, 7.22 METERS
 AB3734'(23.7 FT) EAST-SOUTHEAST FROM A POWER POLE, 3.44 METERS (11.3 FT) EAST
 AB3734'FROM AN 8 INCH PINE TREE, AND 0.7 METER (2.3 FT) NORTH-NORTHEAST FROM
 AB3734'A WITNESS POST.
 AB3734'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3734'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3734'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3736 ***********************************************************************
 AB3736  DESIGNATION -  BV 051 201
 AB3736  PID         -  AB3736
 AB3736  STATE/COUNTY-  GA/EFFINGHAM
 AB3736  USGS QUAD   -  EGYPT (1978)
 AB3736
 AB3736                         *CURRENT SURVEY CONTROL
 AB3736  ___________________________________________________________________
 AB3736* NAD 83(1994)-  32 27 58.30971(N)    081 25 06.53727(W)     ADJUSTED  
 AB3736* NAVD 88     -        37.1    (meters)     122.     (feet)  VERTCON   
 AB3736  ___________________________________________________________________
 AB3736  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AB3736  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AB3736
 AB3736  HORZ ORDER  -  SECOND
 AB3736
 AB3736.The horizontal coordinates were established by classical geodetic methods
 AB3736.and adjusted by the National Geodetic Survey in September 1997..
 AB3736
 AB3736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3736
 AB3736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3736
 AB3736.The geoid height was determined by GEOID03.
 AB3736
 AB3736;                    North         East     Units Scale Factor Converg.
 AB3736;SPC GA E     -   273,655.225   270,332.025   MT  0.99996098   +0 24 05.9
 AB3736;SPC GA E     -   897,817.18    886,914.32   sFT  0.99996098   +0 24 05.9
 AB3736;UTM  17      - 3,592,189.131   460,673.247   MT  0.99961907   -0 13 28.7
 AB3736
 AB3736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3736!SPC GA E     -   0.99999900  x   0.99996098  =   0.99995998
 AB3736!UTM  17      -   0.99999900  x   0.99961907  =   0.99961807
 AB3736
 AB3736                          SUPERSEDED SURVEY CONTROL
 AB3736
 AB3736  NAD 83(1986)-  32 27 58.30514(N)    081 25 06.54079(W) AD(       ) 2
 AB3736  NGVD 29 (05/08/96)   37.4    (m)          123.     (f) VERT ANG       
 AB3736
 AB3736.Superseded values are not recommended for survey control.
 AB3736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3736.See file dsdata.txt to determine how the superseded data were derived.
 AB3736
 AB3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6067392189(NAD 83)
 AB3736_MARKER: DD = SURVEY DISK
 AB3736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3736_PROJECTION: FLUSH
 AB3736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3736+STABILITY: SURFACE MOTION
 AB3736
 AB3736  HISTORY     - Date     Condition        Report By
 AB3736  HISTORY     - 1981     MONUMENTED       GADT
 AB3736  HISTORY     - 1982     GOOD             GADT
 AB3736
 AB3736                          STATION DESCRIPTION
 AB3736
 AB3736'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3736'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTHEAST OF OLIVER
 AB3736'14.65 KM (9.1 MI) NORTH OF GUYTON, AND 15.2 KM (9.4 MI) NORTHWEST OF
 AB3736'SPRINGFIELD. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3736'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21, COUNTY DIRT
 AB3736'ROAD 40 TO THE WEST, AND COUNTY PAVED ROAD 41 TO THE EAST IN THE
 AB3736'COMMUNITY OF SHAWNEE, GO SOUTHEAST ALONG STATE ROUTE 21 FOR 0.4 KM
 AB3736'(0.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 45 TO THE RIGHT. TURN
 AB3736'RIGHT TO THE AZIMUTH MARK ON THE LEFT, NEAR A FENCE CORNER AND GO
 AB3736'SOUTHWEST ALONG COUNTY ROAD 45 FOR 1.15 KM (0.7 MI) TO THE STATION ON
 AB3736'THE LEFT.
 AB3736'THE STATION IS A STANDARD GADT DISK STAMPED---051-201 1982---, SET
 AB3736'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3736'WITH GROUND.  IT IS LOCATED 4.88 METERS (16 FT) SOUTH FROM THE
 AB3736'CENTERLINE OF COUNTY PAVED ROAD 45, 11.89 METERS (39 FT) NORTHEAST
 AB3736'FROM A 15 INCH OAK TREE ON THE FENCELINE, 9.85 METERS (32.3 FT)
 AB3736'NORTH-NORTHWEST FROM A 4 INCH WILD CHERRY TREE, 30.42 METERS (99.8 FT)
 AB3736'SOUTHWEST FROM A 24 INCH PINE TREE ON THE NORTH SIDE OF THE COUNTY
 AB3736'ROAD AND 1.28 METERS (4.3 FT) NORTH FROM A WITNESS POST. THE
 AB3736'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---051-201 1982---,
 AB3736'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3736'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-201 RM
 AB3736'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3736'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 7.77 METERS
 AB3736'(25.5 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 45, 21.40 METERS
 AB3736'(70.2 FT) SOUTH FROM THE 24 INCH PINE TREE TO THE NORTH OF COUNTY ROAD
 AB3736'45, 7.96 METERS (26.1 FT) NORTH-NORTHEAST FROM AN 8 INCH PINE TREE
 AB3736'SOUTH OF THE FENCELINE, AND 3.23 METERS (10.6 FT) NORTH FROM A WITNESS
 AB3736'POST. MARK IS BELOW STATION 1.5 METERS.
 AB3736'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-201 AZ MK
 AB3736'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3736'DIAMETER RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED 17.37 METERS
 AB3736'(57 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 21, 13.41
 AB3736'METERS (44 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF COUNTY PAVED
 AB3736'ROAD 45, 8.08 METERS (26.5 FT) SOUTHWEST FROM THE SOUTH END OF A 30
 AB3736'INCH CONCRETE PIPE UNDER COUNTY ROAD 45, 1.46 METERS (4.8 FT) WEST
 AB3736'FROM A POWER POLE, AND 1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 AB3736'THE UNDERGROUND MARK IS A STANDARD GATD DISK STAMPED---051-201 AZ MK
 AB3736'1982---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE
 AB3736'SURFACE.
 AB3736'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3736'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3736'DESCRIBED BY G.D. JOHNSON.
 AB3736
 AB3736                          STATION RECOVERY (1982)
 AB3736
 AB3736'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3736'THE STATION WAS FOUND AS DESCRIBED IN PROJECT G16679 VICINITY OF
 AB3736'STATESBORO.
 AB3736'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3738 ***********************************************************************
 AB3738  DESIGNATION -  BV 051 201 AZ MK
 AB3738  PID         -  AB3738
 AB3738  STATE/COUNTY-  GA/EFFINGHAM
 AB3738  USGS QUAD   -  EGYPT (1978)
 AB3738
 AB3738                         *CURRENT SURVEY CONTROL
 AB3738  ___________________________________________________________________
 AB3738* NAD 83(1994)-  32 28 20.71213(N)    081 24 34.76764(W)     ADJUSTED  
 AB3738* NAVD 88     -        36.0    (meters)     118.     (feet)  VERTCON   
 AB3738  ___________________________________________________________________
 AB3738  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AB3738  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AB3738
 AB3738  HORZ ORDER  -  SECOND
 AB3738
 AB3738.The horizontal coordinates were established by classical geodetic methods
 AB3738.and adjusted by the National Geodetic Survey in September 1997..
 AB3738
 AB3738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3738
 AB3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3738
 AB3738.The geoid height was determined by GEOID03.
 AB3738
 AB3738;                    North         East     Units Scale Factor Converg.
 AB3738;SPC GA E     -   274,351.120   271,156.724   MT  0.99996242   +0 24 23.2
 AB3738;SPC GA E     -   900,100.30    889,620.02   sFT  0.99996242   +0 24 23.2
 AB3738;UTM  17      - 3,592,875.733   461,505.218   MT  0.99961827   -0 13 11.8
 AB3738
 AB3738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3738!SPC GA E     -   0.99999917  x   0.99996242  =   0.99996159
 AB3738!UTM  17      -   0.99999917  x   0.99961827  =   0.99961744
 AB3738
 AB3738                          SUPERSEDED SURVEY CONTROL
 AB3738
 AB3738  NAD 83(1986)-  32 28 20.70756(N)    081 24 34.77116(W) AD(       ) 2
 AB3738  NGVD 29 (05/08/96)   36.3    (m)          119.     (f) VERT ANG       
 AB3738
 AB3738.Superseded values are not recommended for survey control.
 AB3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3738.See file dsdata.txt to determine how the superseded data were derived.
 AB3738
 AB3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6150592876(NAD 83)
 AB3738_MARKER: DD = SURVEY DISK
 AB3738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3738_PROJECTION: FLUSH
 AB3738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3738+STABILITY: SURFACE MOTION
 AB3738
 AB3738  HISTORY     - Date     Condition        Report By
 AB3738  HISTORY     - 1982     MONUMENTED       GADT
 AB3738  HISTORY     - 1982     GOOD             GADT
 AB3738
 AB3738                          STATION DESCRIPTION
 AB3738
 AB3738'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3738'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) EAST-SOUTHEAST OF
 AB3738'OLIVER, 15 KM (9.3 MI) NORTHWEST OF SPRINGFIELD, AND 15.3 KM (9.5 MI)
 AB3738'NORTH-NORTHEAST OF GUYTON. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3738'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21, COUNTY DIRT
 AB3738'ROAD 40 TO THE WEST, AND COUNTY PAVED ROAD 41 TO THE EAST IN THE
 AB3738'COMMUNITY OF SHAWNEE, GO SOUTHEAST ALONG STATE ROUTE 21 FOR 0.4 KM
 AB3738'(0.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 45 TO THE RIGHT AND THE
 AB3738'STATION ON THE RIGHT.
 AB3738'THE STATION IS A STANDARD GADT DISK STAMPED---051-201 AZ MK 1982---,
 AB3738'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3738'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED 17.37 METERS (57 FT)
 AB3738'WEST-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 21, 13.41 METERS (44
 AB3738'FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF COUNTY PAVED ROAD 45, 8.08
 AB3738'METERS (26.5 FT) SOUTHWEST FROM THE SOUTH END OF A 30 INCH CONCRETE
 AB3738'PIPE UNDER COUNTY ROAD 45, 1.46 METERS (4.8 FT) WEST FROM A POWER
 AB3738'POLE, AND 1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST. THE
 AB3738'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---051-201 AZ MK
 AB3738'1982---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 AB3738'SURFACE.
 AB3738'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3738'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3738'DESCRIBED BY G.D. JOHNSON.
 AB3738
 AB3738                          STATION RECOVERY (1982)
 AB3738
 AB3738'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3738'THE STATION WAS FOUND AS DESCRIBED IN PROJECT G16679 VICINITY OF
 AB3738'STATESBORO.
 AB3738'DESCRIBED BY E.T. SUMMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3737 ***********************************************************************
 AB3737  DESIGNATION -  BV 051 201 RM 1
 AB3737  PID         -  AB3737
 AB3737  STATE/COUNTY-  GA/EFFINGHAM
 AB3737  USGS QUAD   -  EGYPT (1978)
 AB3737
 AB3737                         *CURRENT SURVEY CONTROL
 AB3737  ___________________________________________________________________
 AB3737* NAD 83(1994)-  32 27 58.64598(N)    081 25 05.75008(W)     ADJUSTED  
 AB3737* NAVD 88     -        35.96   (+/-2cm)     118.0    (feet)  VERTCON   
 AB3737  ___________________________________________________________________
 AB3737  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AB3737  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AB3737
 AB3737  HORZ ORDER  -  SECOND
 AB3737  VERT ORDER  -  THIRD (See Below)
 AB3737
 AB3737.The horizontal coordinates were established by classical geodetic methods
 AB3737.and adjusted by the National Geodetic Survey in September 1997..
 AB3737
 AB3737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3737.The vertical order pertains to the NGVD 29 superseded value.
 AB3737
 AB3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3737
 AB3737.The geoid height was determined by GEOID03.
 AB3737
 AB3737;                    North         East     Units Scale Factor Converg.
 AB3737;SPC GA E     -   273,665.727   270,352.509   MT  0.99996101   +0 24 06.3
 AB3737;SPC GA E     -   897,851.64    886,981.52   sFT  0.99996101   +0 24 06.3
 AB3737;UTM  17      - 3,592,199.405   460,693.837   MT  0.99961905   -0 13 28.3
 AB3737
 AB3737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3737!SPC GA E     -   0.99999918  x   0.99996101  =   0.99996019
 AB3737!UTM  17      -   0.99999918  x   0.99961905  =   0.99961823
 AB3737
 AB3737                          SUPERSEDED SURVEY CONTROL
 AB3737
 AB3737  NAD 83(1986)-  32 27 58.64142(N)    081 25 05.75359(W) AD(       ) 2
 AB3737  NGVD 29 (05/08/96)   36.21   (m)          118.8    (f) LEVELING    3  
 AB3737
 AB3737.Superseded values are not recommended for survey control.
 AB3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3737.See file dsdata.txt to determine how the superseded data were derived.
 AB3737
 AB3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6069492199(NAD 83)
 AB3737_MARKER: DD = SURVEY DISK
 AB3737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3737
 AB3737  HISTORY     - Date     Condition        Report By
 AB3737  HISTORY     - 1982     MONUMENTED       GADT
 AB3737
 AB3737                          STATION DESCRIPTION
 AB3737
 AB3737'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3737'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTHEAST OF OLIVER,
 AB3737'14.65 KM (9.1 MI) NORTH OF GUYTON, AND 15.2 KM (9.4 MI) NORTHWEST OF
 AB3737'SPRINGFIELD. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3737'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21, COUNTY DIRT
 AB3737'ROAD 40 TO THE WEST, AND COUNTY PAVED ROAD 41 TO THE EAST IN THE
 AB3737'COMMUNITY OF SHAWNEE, GO SOUTHEAST ALONG STATE ROUTE 21 FOR 0.4 KM
 AB3737'(0.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 45 TO THE RIGHT.  TURN
 AB3737'RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 45 FOR 1.15 KM (0.7 MI) TO THE
 AB3737'STATION ON THE LEFT.
 AB3737'THE STATION IS A STANDARD GADT DISK STAMPED---051-201 RM 1 1982---,
 AB3737'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3737'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 7.77 METERS (25.5 FT)
 AB3737'SOUTH FROM THE CENTERLINE OF COUNTY ROAD 45, 21.40 METERS (70.2 FT)
 AB3737'SOUTH FROM A 24 INCH PINE TREE TO THE NORTH OF COUNTY ROAD 45, 7.96
 AB3737'METERS (26.1 FT) NORTH-NORTHEAST FROM AN 8 INCH PINE TREE SOUTH OF THE
 AB3737'FENCELINE, AND 3.23 METERS (10.6 FT) NORTH FROM A WITNESS POST.
 AB3737'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3737'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3737'DESCRIBED BY G.D. JOHNSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5962 ***********************************************************************
 CK5962  DESIGNATION -  BV 051 202
 CK5962  PID         -  CK5962
 CK5962  STATE/COUNTY-  GA/EFFINGHAM
 CK5962  USGS QUAD   -  RINCON (1979)
 CK5962
 CK5962                         *CURRENT SURVEY CONTROL
 CK5962  ___________________________________________________________________
 CK5962* NAD 83(1994)-  32 21 14.39117(N)    081 12 54.98370(W)     ADJUSTED  
 CK5962* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 CK5962  ___________________________________________________________________
 CK5962  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK5962  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 CK5962
 CK5962  HORZ ORDER  -  SECOND
 CK5962
 CK5962.The horizontal coordinates were established by classical geodetic methods
 CK5962.and adjusted by the National Geodetic Survey in September 1997..
 CK5962
 CK5962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5962
 CK5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5962
 CK5962.The geoid height was determined by GEOID03.
 CK5962
 CK5962;                    North         East     Units Scale Factor Converg.
 CK5962;SPC GA E     -   261,365.574   289,545.851   MT  0.99999885   +0 30 33.0
 CK5962;SPC GA E     -   857,496.89    949,951.68   sFT  0.99999885   +0 30 33.0
 CK5962;UTM  17      - 3,579,695.112   479,744.782   MT  0.99960506   -0 06 54.7
 CK5962
 CK5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5962!SPC GA E     -   1.00000190  x   0.99999885  =   1.00000075
 CK5962!UTM  17      -   1.00000190  x   0.99960506  =   0.99960696
 CK5962
 CK5962                          SUPERSEDED SURVEY CONTROL
 CK5962
 CK5962  NAD 83(1986)-  32 21 14.39282(N)    081 12 54.97629(W) AD(       ) 2
 CK5962  NGVD 29 (10/08/91)   19.3    (m)           63.     (f) VERT ANG       
 CK5962
 CK5962.Superseded values are not recommended for survey control.
 CK5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5962.See file dsdata.txt to determine how the superseded data were derived.
 CK5962
 CK5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7974579695(NAD 83)
 CK5962_MARKER: DD = SURVEY DISK
 CK5962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5962+STABILITY: SURFACE MOTION
 CK5962
 CK5962  HISTORY     - Date     Condition        Report By
 CK5962  HISTORY     - 1982     MONUMENTED       GADT
 CK5962  HISTORY     - 1982     GOOD             GADT
 CK5962
 CK5962                          STATION DESCRIPTION
 CK5962
 CK5962'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5962'THE STATION IS LOCATED APPROXIMATELY 6.85 KM (4.25 MI)
 CK5962'NORTH-NORTHEAST OF RINCON, 8.95 KM (5.55 MI) EAST-SOUTHEAST
 CK5962'OF SPRINGFIELD, AND 16.9 KM (10.5 MI) EAST OF GUYTON.
 CK5962'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5962'
 CK5962'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK5962'STATE ROUTE 275, LOCATED ABOUT 5.15 KM (3.2 MI) NORTH OF RINCON,
 CK5962'GO EAST ALONG STATE ROUTE 275 FOR 3.85 KM (2.4 MI) TO THE
 CK5962'JUNCTION OF PAVED COUNTY ROAD 90953 CROSSING AND THE AZIMUTH
 CK5962'MARK ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 CK5962'CONTINUE GOING EAST ALONG STATE ROUTE 275 FOR 0.65 KM (0.4 MI)
 CK5962'TO THE STATION ON THE LEFT AT A FIELD ROAD ENTRANCE.
 CK5962'
 CK5962'THE STATION IS A STANDARD GADT DISK
 CK5962'STAMPED---051 202 1982---,
 CK5962'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5962'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5962'10.82 METERS (35.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK5962'STATE ROUTE 275,
 CK5962'4.11 METERS (13.50 FT) WEST FROM THE CENTERLINE OF A DIRT DRIVE,
 CK5962'2.65 METERS (8.7 FT) NORTH-NORTHWEST FROM THE WEST END OF AN 18
 CK5962'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DRIVE,
 CK5962'24.23 METERS (79.50 FT) EAST-NORTHEAST FROM A POWER POLE TO THE
 CK5962'WEST OF THE DRIVE,
 CK5962'25.24 METERS (82.80 FT) NORTH FROM AN UNDERGROUND TELEPHONE
 CK5962'CABLE PEDESTAL TO THE SOUTH OF STATE ROUTE 275, AND
 CK5962'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK5962'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5962'STAMPED---051-202 1982---,
 CK5962'SET INTO AN IRREGULAR MASS OF CONCRETE .94 METERS BELOW THE SURFACE.
 CK5962'
 CK5962'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5962'STAMPED---051-202 1982 RM 1---,
 CK5962'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5962'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5962'10.52 METERS (34.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK5962'STATE ROUTE 275,
 CK5962'14.33 METERS (47.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5962'THE DIRT DRIVEWAY,
 CK5962'42.64 METERS (139.9 FT) EAST-NORTHEAST FROM THE POWER POLE,
 CK5962'11.43 METERS (37.50 FT) NORTHEAST FROM THE EAST END OF THE 18
 CK5962'INCH CONCRETE SIDE DRAIN PIPE, AND
 CK5962'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK5962'MARK IS LEVEL WITH STATION.
 CK5962'
 CK5962'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5962'STAMPED---051-202 1982 AZ MK---,
 CK5962'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5962'FLUSH WITH GROUND.  IT IS LOCATED
 CK5962'10.03 METERS (32.90 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK5962'STATE ROUTE 275,
 CK5962'9.97 METERS (32.70 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5962'PAVED COUNTY ROAD 307,
 CK5962'1.52 METERS (5.00 FT) SOUTHEAST FROM THE EAST END OF AN 18 INCH
 CK5962'CONCRETE CROSS DRAIN PIPE UNDER THE COUNTY ROAD,
 CK5962'5.03 METERS (16.50 FT) SOUTHWEST FROM THE SOUTH END OF AN 18 INCH
 CK5962'CONCRETE CROSS DRAIN PIPE UNDER STATE ROUTE 275, AND
 CK5962'2.38 METERS (7.8 FT) NORTHWEST FROM A WITNESS POST SET AT A
 CK5962'POWER POLE.
 CK5962'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5962'STAMPED---051-202 1982 AZ MK---,
 CK5962'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 0.91 METER
 CK5962'BELOW THE SURFACE OF THE GROUND
 CK5962'
 CK5962'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5962'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5962'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5962'
 CK5962'DESCRIBED BY G.D. JOHNSON.
 CK5962
 CK5962                          STATION RECOVERY (1982)
 CK5962
 CK5962'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5962'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 ON PROJECT
 CK5962'G16953, VICINITY OF SAVANNAH AND JESUP.
 CK5962'DESCRIBED BY W.R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5963 ***********************************************************************
 CK5963  DESIGNATION -  BV 051 202 AZ MK
 CK5963  PID         -  CK5963
 CK5963  STATE/COUNTY-  GA/EFFINGHAM
 CK5963  USGS QUAD   -  RINCON (1979)
 CK5963
 CK5963                         *CURRENT SURVEY CONTROL
 CK5963  ___________________________________________________________________
 CK5963* NAD 83(1994)-  32 21 01.29583(N)    081 13 16.17291(W)     ADJUSTED  
 CK5963* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 CK5963  ___________________________________________________________________
 CK5963  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CK5963  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CK5963
 CK5963  HORZ ORDER  -  SECOND
 CK5963
 CK5963.The horizontal coordinates were established by classical geodetic methods
 CK5963.and adjusted by the National Geodetic Survey in September 1997..
 CK5963.No horizontal observational check was made to the station.
 CK5963
 CK5963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5963
 CK5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5963
 CK5963.The geoid height was determined by GEOID03.
 CK5963
 CK5963;                    North         East     Units Scale Factor Converg.
 CK5963;SPC GA E     -   260,957.299   288,995.407   MT  0.99999764   +0 30 21.5
 CK5963;SPC GA E     -   856,157.41    948,145.76   sFT  0.99999764   +0 30 21.5
 CK5963;UTM  17      - 3,579,293.017   479,190.140   MT  0.99960534   -0 07 06.0
 CK5963
 CK5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5963!SPC GA E     -   1.00000189  x   0.99999764  =   0.99999953
 CK5963!UTM  17      -   1.00000189  x   0.99960534  =   0.99960723
 CK5963
 CK5963                          SUPERSEDED SURVEY CONTROL
 CK5963
 CK5963  NAD 83(1986)-  32 21 01.29761(N)    081 13 16.16656(W) AD(       ) 2
 CK5963  NGVD 29 (10/08/91)   19.4    (m)           64.     (f) VERT ANG       
 CK5963
 CK5963.Superseded values are not recommended for survey control.
 CK5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5963.See file dsdata.txt to determine how the superseded data were derived.
 CK5963
 CK5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7919079293(NAD 83)
 CK5963_MARKER: DD = SURVEY DISK
 CK5963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5963+STABILITY: SURFACE MOTION
 CK5963
 CK5963  HISTORY     - Date     Condition        Report By
 CK5963  HISTORY     - 1982     MONUMENTED       GADT
 CK5963  HISTORY     - 1982     GOOD             GADT
 CK5963
 CK5963                          STATION DESCRIPTION
 CK5963
 CK5963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5963'THE STATION IS LOCATED ABOUT 6.35 KM (3.95 MI) NORTH-NORTHEAST
 CK5963'OF RINCON, 8.6 KM (5.35 MI) EAST-SOUTHEAST FROM SPRINGFIELD, AND
 CK5963'16.4 KM (10.2 MI) EAST OF GUYTON.
 CK5963'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5963'
 CK5963'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK5963'STATE ROUTE 275, LOCATED ABOUT 5.15 KM (3.2 MI) NORTH OF RINCON,
 CK5963'GO EAST ALONG STATE ROUTE 275 FOR 3.85 KM (2.4 MI) TO THE
 CK5963'JUNCTION OF PAVED COUNTY ROAD 90953 CROSSING AND THE STATION ON
 CK5963'THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 CK5963'
 CK5963'THE STATION IS A STANDARD GADT DISK
 CK5963'STAMPED---051-202 1982 AZ MK---,
 CK5963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5963'FLUSH WITH GROUND.  IT IS LOCATED
 CK5963'10.03 METERS (32.90 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK5963'STATE ROUTE 275,
 CK5963'9.97 METERS (32.70 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5963'PAVED COUNTY ROAD 307,
 CK5963'1.52 METERS (5.00 FT) SOUTHEAST FROM THE EAST END OF AN 18 INCH
 CK5963'CONCRETE CROSS DRAIN PIPE UNDER COUNTY ROAD 307,
 CK5963'5.03 METERS (16.50 FT) SOUTHWEST FROM THE SOUTH END OF AN 18
 CK5963'INCH CONCRETE CROSS DRAIN PIPE UNDER STATE ROUTE 275, AND
 CK5963'2.38 METERS (7.80 FT) NORTHWEST FROM A WITNESS POST SET AT A
 CK5963'POWER POLE.
 CK5963'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5963'STAMPED---051-202 1982 AZ MK---,
 CK5963'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5963'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5963'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5963'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5963'
 CK5963'DESCRIBED BY G.D. JOHNSON.
 CK5963
 CK5963                          STATION RECOVERY (1982)
 CK5963
 CK5963'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5963'THE STATION WAS LOCATED AND FOUND AS DESCRIBED IN 1982 ON PROJECT
 CK5963'G16953, VICINITY OF SAVANNAH AND JESUP.
 CK5963'DESCRIBED BY W.R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5964 ***********************************************************************
 CK5964  DESIGNATION -  BV 051 202 RM 1
 CK5964  PID         -  CK5964
 CK5964  STATE/COUNTY-  GA/EFFINGHAM
 CK5964  USGS QUAD   -  RINCON (1979)
 CK5964
 CK5964                         *CURRENT SURVEY CONTROL
 CK5964  ___________________________________________________________________
 CK5964* NAD 83(1994)-  32 21 14.72806(N)    081 12 54.40431(W)     ADJUSTED  
 CK5964* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 CK5964  ___________________________________________________________________
 CK5964  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK5964  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 CK5964
 CK5964  HORZ ORDER  -  SECOND
 CK5964
 CK5964.The horizontal coordinates were established by classical geodetic methods
 CK5964.and adjusted by the National Geodetic Survey in September 1997..
 CK5964
 CK5964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5964
 CK5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5964
 CK5964.The geoid height was determined by GEOID03.
 CK5964
 CK5964;                    North         East     Units Scale Factor Converg.
 CK5964;SPC GA E     -   261,376.086   289,560.907   MT  0.99999888   +0 30 33.3
 CK5964;SPC GA E     -   857,531.38    950,001.08   sFT  0.99999888   +0 30 33.3
 CK5964;UTM  17      - 3,579,705.455   479,759.946   MT  0.99960505   -0 06 54.4
 CK5964
 CK5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5964!SPC GA E     -   1.00000191  x   0.99999888  =   1.00000079
 CK5964!UTM  17      -   1.00000191  x   0.99960505  =   0.99960696
 CK5964
 CK5964                          SUPERSEDED SURVEY CONTROL
 CK5964
 CK5964  NAD 83(1986)-  32 21 14.72971(N)    081 12 54.39688(W) AD(       ) 2
 CK5964  NGVD 29 (10/08/91)   19.2    (m)           63.     (f) H LEVEL        
 CK5964
 CK5964.Superseded values are not recommended for survey control.
 CK5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5964.See file dsdata.txt to determine how the superseded data were derived.
 CK5964
 CK5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7976079705(NAD 83)
 CK5964_MARKER: DD = SURVEY DISK
 CK5964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5964+STABILITY: SURFACE MOTION
 CK5964
 CK5964  HISTORY     - Date     Condition        Report By
 CK5964  HISTORY     - 1982     MONUMENTED       GADT
 CK5964
 CK5964                          STATION DESCRIPTION
 CK5964
 CK5964'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5964'THE STATION IS LOCATED APPROXIMATELY 6.85 KM (4.25 MI)
 CK5964'NORTH-NORTHEAST OF RINCON, 8.95 KM (5.55 MI) EAST-SOUTHEAST
 CK5964'OF SPRINGFIELD, AND 16.90 KM (10.50 MI) EAST OF GUYTON.
 CK5964'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5964'
 CK5964'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK5964'STATE ROUTE 275, LOCATED ABOUT 5.15 KM (3.2 MI) NORTH OF RINCON,
 CK5964'GO EAST ALONG STATE ROUTE 275 FOR 3.85 KM (2.4 MI) TO THE
 CK5964'JUNCTION OF PAVED COUNTY ROAD 90953 (307) CROSSING.  CONTINUE
 CK5964'GOING EAST ALONG STATE ROUTE 275 FOR 0.65 KM (0.4 MI) TO THE
 CK5964'STATION ON THE LEFT AT A FIELD ROAD ENTRANCE.
 CK5964'
 CK5964'THE STATION IS A STANDARD GADT DISK
 CK5964'STAMPED---051-202 1982 RM 1---,
 CK5964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5964'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5964'10.52 METERS (34.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK5964'STATE ROUTE 275,
 CK5964'14.33 METERS (47.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5964'THE DIRT DRIVE,
 CK5964'42.64 METERS (139.9 FT) EAST-NORTHEAST FROM A POWER POLE,
 CK5964'11.43 METERS (37.50 FT) NORTHEAST FROM THE EAST END OF AN 18
 CK5964'INCH CONCRETE SIDE DRAIN PIPE AND
 CK5964'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK5964'
 CK5964'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5964'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5964'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5964'
 CK5964'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3742 ***********************************************************************
 AB3742  DESIGNATION -  BV 051 203
 AB3742  PID         -  AB3742
 AB3742  STATE/COUNTY-  GA/EFFINGHAM
 AB3742  USGS QUAD   -  KILDARE (1978)
 AB3742
 AB3742                         *CURRENT SURVEY CONTROL
 AB3742  ___________________________________________________________________
 AB3742* NAD 83(1994)-  32 33 31.78584(N)    081 24 46.88438(W)     ADJUSTED  
 AB3742* NAVD 88     -        38.0    (meters)     125.     (feet)  VERTCON   
 AB3742  ___________________________________________________________________
 AB3742  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB3742  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AB3742
 AB3742  HORZ ORDER  -  SECOND
 AB3742
 AB3742.The horizontal coordinates were established by classical geodetic methods
 AB3742.and adjusted by the National Geodetic Survey in March 1998..
 AB3742
 AB3742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3742
 AB3742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3742
 AB3742.The geoid height was determined by GEOID03.
 AB3742
 AB3742;                    North         East     Units Scale Factor Converg.
 AB3742;SPC GA E     -   283,930.717   270,772.592   MT  0.99996174   +0 24 20.2
 AB3742;SPC GA E     -   931,529.36    888,359.75   sFT  0.99996174   +0 24 20.2
 AB3742;UTM  17      - 3,602,455.667   461,226.057   MT  0.99961854   -0 13 20.2
 AB3742
 AB3742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3742!SPC GA E     -   0.99999886  x   0.99996174  =   0.99996060
 AB3742!UTM  17      -   0.99999886  x   0.99961854  =   0.99961740
 AB3742
 AB3742:                Primary Azimuth Mark                     Grid Az
 AB3742:SPC GA E     -  BV 051 203 AZ MK                         154 45 55.6
 AB3742:UTM  17      -  BV 051 203 AZ MK                         155 23 36.0
 AB3742
 AB3742|---------------------------------------------------------------------|
 AB3742| PID    Reference Object                     Distance      Geod. Az  |
 AB3742|                                                           dddmmss.s |
 AB3742| AB3743 BV 051 203 AZ MK                    APPROX. 0.5 KM 1551015.8 |
 AB3742| AB3316 BV 051 203 RM 1                                    22324     |
 AB3742|---------------------------------------------------------------------|
 AB3742
 AB3742                          SUPERSEDED SURVEY CONTROL
 AB3742
 AB3742  NAD 83(1994)-  32 33 31.78441(N)    081 24 46.86828(W) AD(       ) 2
 AB3742  NAD 83(1986)-  32 33 31.78360(N)    081 24 46.88534(W) AD(       ) 2
 AB3742  NGVD 29 (05/08/96)   38.3    (m)          126.     (f) VERT ANG       
 AB3742
 AB3742.Superseded values are not recommended for survey control.
 AB3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3742.See file dsdata.txt to determine how the superseded data were derived.
 AB3742
 AB3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS6122602456(NAD 83)
 AB3742_MARKER: DD = SURVEY DISK
 AB3742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3742_STAMPING: 051 203 1982
 AB3742_MARK LOGO: GADT  
 AB3742_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB3742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3742+STABILITY: SURFACE MOTION
 AB3742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3742+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AB3742
 AB3742  HISTORY     - Date     Condition        Report By
 AB3742  HISTORY     - 1982     MONUMENTED       GADT
 AB3742  HISTORY     - 19961125 GOOD             SCGS
 AB3742
 AB3742                          STATION DESCRIPTION
 AB3742
 AB3742'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3742'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) EAST-SOUTHEAST OF
 AB3742'NEWINGTON, 12.3 KM (7.65 MI) EAST-NORTHEAST OF OLIVER, AND 24.95 KM
 AB3742'(15.5 MI) NORTH OF GUYTON. OWNERSHIP--T.W. MUREI, ROUTE 1, BOX 84,
 AB3742'NEWINGTON GA, 30446.
 AB3742'TO REACH THE STATION FROM THE JUNCTION OF COUNTY PAVED ROAD 90953
 AB3742'(COUNTY ROAD 307) WITH THE CENTRAL OF GEORGIA RAIL ROAD TRACK CROSSING
 AB3742'IN THE COMMUNITY OF KILDARE, LOCATED 7.4 KM (4.6 MI) SOUTH-SOUTHEAST
 AB3742'OF NEWINGTON, GO EASTERLY ALONG COUY ROAD 90953 FOR 5.5 KM (3.4 MI) TO
 AB3742'THE JUNCTION OF COUNTY ROAD 58 CROSSING (PAVED TO THE LEFT AND DIRT TO
 AB3742'THE RIGHT).  TURN LEFT AND GO NORTHWEST ALONG COUNTY PAVED ROAD 58 FOR
 AB3742'0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 AB3742'NORTHWEST ALONG COUNTY ROAD 58 FOR 0.5 KM (0.3 MI) TO THE STATION ON
 AB3742'THE RIGHT BEHIND A FRAME HOUSE AND IN AN EAST-WEST FENCELINE.
 AB3742'THE STATION IS A STANDARD GADT DISK STAMPED---051-203 1982---, SET
 AB3742'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3742'WITH GROUND.  IT IS LOCATED 74.98 METERS (246 FT) NORTH-NORTHEAST FROM
 AB3742'THE CENTERLINE OF COUNTY PAVED ROAD 58 (MEASURED ALONG FENCELINE),
 AB3742'15.67 METERS (51.4 FT) NORTHEAST FROM A 12 INCH OAK TREE, 28.22 METERS
 AB3742'(92.6 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A FRAME HOUSE, 1.52
 AB3742'METERS (5 FT) WEST-NORTHWEST FROM THE FENCELINE, AND 2.23 METERS (7.3
 AB3742'FT) SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3742'GADT DISK STAMPED---051-203 1982---, SET INTO AN IRREGULAR MASS OF
 AB3742'CONCRETE .9 METERS BELOW THE SURFACE.
 AB3742'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-203 RM
 AB3742'1 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3742'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 56.14 METERS (184.2 FT)
 AB3742'NORTH-NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 58 (MEASURED ALONG
 AB3742'THE FENCELINE), 3.84 METERS (12.6 FT) SOUTHEAST FROM THE 12 INCH OAK
 AB3742'TREE, 17.13 METERS (56.2 FT) EAST FROM THE NORTHEAST CORNER OF THE
 AB3742'FRAMED HOUSE, AND 0.94 METER (3.1 FT) WEST FROM A WITNESS POST SET AT
 AB3742'THE FENCELINE. MARK IS LEVEL WITH STATION.
 AB3742'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051 203 AZ MK
 AB3742'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3742'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 12.04 METERS
 AB3742'(39.5 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY PAVED ROAD 58, 33.59
 AB3742'METERS (110.2 FT) WEST FROM THE SOUTH END OF AN 18 INCH CONCRETE PIPE
 AB3742'UNDER THE ROAD, 37.49 METERS (123 FT) SOUTH-SOUTHEAST FROM THE POINT
 AB3742'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 58 AND A DIRT DRIVE
 AB3742'LEADING TO THE MOREI RESIDENCE, AND 1.28 METERS (4.2 FT) NORTHEAST
 AB3742'FROM A WITNESS POST. 3.4 METER (4 FT) EAST FROM THE UNDERGROUND MARK
 AB3742'IS A STANDARD GADT DISK STAMPED---051 203 AZ MK 1982---, SET IN AN
 AB3742'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3742'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3742'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3742'DESCRIBED BY G.D. JOHNSON.
 AB3742
 AB3742                          STATION RECOVERY (1996)
 AB3742
 AB3742'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3742'STATION IS LOCATED 13.55 MILES (21.81 KM) NORTH OF SPRINGFIELD, 3.6
 AB3742'MILES (5.8 KM) EAST SOUTHEAST OF KILDARE.  OWNERSHIP--T.W.  MUREI,
 AB3742'ROUTE 1, BOX 84, NEWINGTON, GA 30446.  TO REACH THE STATION FROM THE
 AB3742'JUNCTION OF STATE HIGHWAYS 24 (NEWINGTON HIGHWAY) AND 21 (SAVANNAH
 AB3742'HIGHWAY) IN NEWINGTON, GO SOUTHEAST ON HIGHWAY 21 FOR 4.8 MILES (7.7
 AB3742'KM) TO THE JUNCTION OF COUNTY ROAD 307 (CLYO-KILDARE ROAD) , TURN LEFT
 AB3742'ON ROAD 307 FOR 3.5 MILES (5.6 KM) TO THE JUNCTION OF COUNTY ROAD 58
 AB3742'(SPRINGFIELD ROAD) , TURN LEFT ON ROAD 58 FOR 0.7 MILE (1.1 KM) TO THE
 AB3742'STATION ON THE RIGHT NEAR A FENCE LINE BEHIND A WOOD FRAME HOUSE.
 AB3742'STATION IS A CONCRETE POST FLUSH WITH THE GROUND, 8.0 FEET (2.4 M)
 AB3742'NORTHWEST OF THE FENCE LINE, 82.3 FEET (25.1 M) EAST OF THE EAST
 AB3742'CORNER OF THE HOUSE, 241.0 FEET (73.5 M) NORTHEAST OF THE CENTER OF
 AB3742'THE ROAD, 61.8 FEET (18.8 M) NORTHEAST OF REFERENCE MARK BV 052 203 RM
 AB3742'1, 7.5 FEET (2.3 M) WEST OF A WITNESS POST.  RECOVERED BY R.W.
 AB3742'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3743 ***********************************************************************
 AB3743  DESIGNATION -  BV 051 203 AZ MK
 AB3743  PID         -  AB3743
 AB3743  STATE/COUNTY-  GA/EFFINGHAM
 AB3743  USGS QUAD   -  KILDARE (1978)
 AB3743
 AB3743                         *CURRENT SURVEY CONTROL
 AB3743  ___________________________________________________________________
 AB3743* NAD 83(1994)-  32 33 16.64965(N)    081 24 38.61536(W)     ADJUSTED  
 AB3743* NAVD 88     -        36.8    (meters)     121.     (feet)  GPS OBS   
 AB3743  ___________________________________________________________________
 AB3743  X           -     803,686.393 (meters)                     COMP
 AB3743  Y           -  -5,320,865.710 (meters)                     COMP
 AB3743  Z           -   3,412,433.831 (meters)                     COMP
 AB3743  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB3743  ELLIP HEIGHT-           5.97  (meters)          (03/13/03) GPS OBS
 AB3743  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AB3743
 AB3743  HORZ ORDER  -  FIRST
 AB3743  ELLP ORDER  -  FOURTH    CLASS II
 AB3743
 AB3743.The horizontal coordinates were established by GPS observations
 AB3743.and adjusted by the National Geodetic Survey in March 2003..
 AB3743
 AB3743.The orthometric height was determined by GPS observations and a
 AB3743.high-resolution geoid model.
 AB3743
 AB3743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3743
 AB3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3743
 AB3743.The ellipsoidal height was determined by GPS observations
 AB3743.and is referenced to NAD 83.
 AB3743
 AB3743.The geoid height was determined by GEOID03.
 AB3743
 AB3743;                    North         East     Units Scale Factor Converg.
 AB3743;SPC GA E     -   283,466.011   270,991.608   MT  0.99996213   +0 24 24.4
 AB3743;SPC GA E     -   930,004.74    889,078.30   sFT  0.99996213   +0 24 24.4
 AB3743;UTM  17      - 3,601,988.750   461,439.895   MT  0.99961833   -0 13 15.7
 AB3743
 AB3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3743!SPC GA E     -   0.99999906  x   0.99996213  =   0.99996119
 AB3743!UTM  17      -   0.99999906  x   0.99961833  =   0.99961739
 AB3743
 AB3743                          SUPERSEDED SURVEY CONTROL
 AB3743
 AB3743  NAD 83(1994)-  32 33 16.64223(N)    081 24 38.61322(W) AD(       ) 1
 AB3743  NAD 83(1994)-  32 33 16.64062(N)    081 24 38.59756(W) AD(       ) 1
 AB3743  NAD 83(1986)-  32 33 16.65963(N)    081 24 38.61972(W) AD(       ) 1
 AB3743  NAD 83(1986)-  32 33 16.64004(N)    081 24 38.61402(W) AD(       ) 2
 AB3743  NGVD 29 (05/08/96)   36.9    (m)          121.     (f) VERT ANG       
 AB3743
 AB3743.Superseded values are not recommended for survey control.
 AB3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3743.See file dsdata.txt to determine how the superseded data were derived.
 AB3743
 AB3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS6144001989(NAD 83)
 AB3743_MARKER: DD = SURVEY DISK
 AB3743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3743_STAMPING: 051 203 AZ MK 1982
 AB3743_MARK LOGO: GADT  
 AB3743_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB3743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3743+STABILITY: SURFACE MOTION
 AB3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3743+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AB3743
 AB3743  HISTORY     - Date     Condition        Report By
 AB3743  HISTORY     - 1982     MONUMENTED       GADT
 AB3743  HISTORY     - 19961125 GOOD             SCGS
 AB3743
 AB3743                          STATION DESCRIPTION
 AB3743
 AB3743'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3743'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) EAST-SOUTHEAST OF
 AB3743'NEWINGTON, 12.25 KM (7.6 MI) EAST-NORTHEAST OF OLIVER, AND 24.5 KM
 AB3743'(15.2 MI) NORTH OF GUYTON. OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 AB3743'TO REACH THE STATION FROM THE JUNCTION OF COUNTY PAVED ROAD 90953
 AB3743'(COUNTY ROAD 307) WITH THE CENTRAL OF GEORGIA RAILROAD TRACK CROSSING
 AB3743'IN THE COMMUNITY OF KILDARE, LOCATED 7.4 KM (4.6 MI) SOUTH-SOUTHEAST
 AB3743'OF NEWINGTON, GO EASTERLY ALONG COUNTY ROAD 90953 FOR 5.5 KM (3.4 MI)
 AB3743'TO THE JUNCTION OF COUNTY ROAD 58 CROSSING (PAVED TO THE LEFT AND DIRT
 AB3743'TO THE RIGHT).  TURN LEFT AND GO NORTHWEST ALONG COUNTY PAVED ROAD 58
 AB3743'FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 AB3743'THE STATION IS A STANDARD GADT DISK STAMPED---051 203 AZ MK 1982---,
 AB3743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3743'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 12.04 METERS (39.5
 AB3743'FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY PAVED ROAD 58, 33.59
 AB3743'METERS (110.2 FT) WEST FROM THE SOUTH END OF AN 18 INCH CONCRETE PIPE
 AB3743'UNDER THE ROAD, 37.49 METERS (123 FT) SOUTH-SOUTHEAST FROM THE POINT
 AB3743'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 58 AND A DIRT DRIVE
 AB3743'LEADING TO THE MUREI RESIDENCE, AND 1.28 METERS (4.2 FT) NORTHEAST
 AB3743'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3743'STAMPED---051-203 AZ MK 1982---, SET INTO AN IRREGULAR MASS OF
 AB3743'CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3743'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3743'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3743'DESCRIBED BY G.D. JOHNSON.
 AB3743
 AB3743                          STATION RECOVERY (1996)
 AB3743
 AB3743'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3743'STATION IS LOCATED 13.55 MILES (21.81 KM) NORTH OF SPRINGFIELD, 3.6
 AB3743'MILES (5.8 KM) EAST SOUTHEAST OF KILDARE.  OWNERSHIP--GEORGIA RIGHT OF
 AB3743'WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 AB3743'(NEWINGTON HIGHWAY) AND 21 (SAVANNAH HIGHWAY) IN NEWINGTON, GO
 AB3743'SOUTHEAST ON HIGHWAY 21 FOR 4.8 MILES (7.7 KM) TO THE JUNCTION OF
 AB3743'COUNTY ROAD 307 (CLYO-KILDARE ROAD) , TURN LEFT ON ROAD 307 FOR 3.5
 AB3743'MILES (5.6 KM) TO THE JUNCTION OF COUNTY ROAD 58 (SPRINGFIELD ROAD) ,
 AB3743'TURN LEFT ON ROAD 58 FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE LEFT.
 AB3743'STATION IS A CONCRETE POST RECESSED 0.1 FOOT (3.0 CM) AND 1.0 FOOT
 AB3743'(0.3 M) ABOVE THE ROAD, 10.8 FEET (3.3 M) SOUTH SOUTHWEST OF THE POWER
 AB3743'POLE, 39.7 FEET (12.1 M) SOUTHWEST OF THE CENTER OF THE ROAD, 84.0
 AB3743'FEET (25.6 M) NORTH NORTHWEST OF THE EXTENDED CENTER OF A SAND
 AB3743'DRIVE/ACCESS ROAD, 4.2 FEET (1.3 M) EAST NORTHEAST OF A WITNESS POST
 AB3743'IN THE FENCE LINE.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3779 ***********************************************************************
 AB3779  DESIGNATION -  BV 051 204
 AB3779  PID         -  AB3779
 AB3779  STATE/COUNTY-  GA/EFFINGHAM
 AB3779  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AB3779
 AB3779                         *CURRENT SURVEY CONTROL
 AB3779  ___________________________________________________________________
 AB3779* NAD 83(1994)-  32 21 18.84621(N)    081 20 19.55604(W)     ADJUSTED  
 AB3779* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 AB3779  ___________________________________________________________________
 AB3779  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AB3779  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AB3779
 AB3779  HORZ ORDER  -  SECOND
 AB3779
 AB3779.The horizontal coordinates were established by classical geodetic methods
 AB3779.and adjusted by the National Geodetic Survey in September 1997..
 AB3779
 AB3779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3779
 AB3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3779
 AB3779.The geoid height was determined by GEOID03.
 AB3779
 AB3779;                    North         East     Units Scale Factor Converg.
 AB3779;SPC GA E     -   261,406.205   277,921.227   MT  0.99997485   +0 26 35.1
 AB3779;SPC GA E     -   857,630.19    911,813.23   sFT  0.99997485   +0 26 35.1
 AB3779;UTM  17      - 3,579,862.354   468,125.686   MT  0.99961253   -0 10 52.7
 AB3779
 AB3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3779!SPC GA E     -   1.00000021  x   0.99997485  =   0.99997506
 AB3779!UTM  17      -   1.00000021  x   0.99961253  =   0.99961274
 AB3779
 AB3779                          SUPERSEDED SURVEY CONTROL
 AB3779
 AB3779  NAD 83(1986)-  32 21 18.83945(N)    081 20 19.55436(W) AD(       ) 2
 AB3779  NGVD 29 (05/08/96)   29.8    (m)           98.     (f) VERT ANG       
 AB3779
 AB3779.Superseded values are not recommended for survey control.
 AB3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3779.See file dsdata.txt to determine how the superseded data were derived.
 AB3779
 AB3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6812679862(NAD 83)
 AB3779_MARKER: DD = SURVEY DISK
 AB3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3779_PROJECTION: FLUSH
 AB3779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3779+STABILITY: SURFACE MOTION
 AB3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3779+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AB3779
 AB3779  HISTORY     - Date     Condition        Report By
 AB3779  HISTORY     - 1982     MONUMENTED       GADT
 AB3779  HISTORY     - 1982     GOOD             GADT
 AB3779  HISTORY     - 20040817 GOOD             GEOCAC
 AB3779
 AB3779                          STATION DESCRIPTION
 AB3779
 AB3779'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3779'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST-SOUTHWEST OF
 AB3779'SPRINGFIELD, 5.7 KM (3.55 MI) EAST-NORTHEAST OF GUYTON, AND 11.9 KM
 AB3779'(7.4 MI) NORTHWEST OF RINCON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3779'WAY.
 AB3779'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (LAUREL
 AB3779'STREET) AND STATE ROUTE 119 (MADISON STREET) IN SPRINGFIELD, GO WEST
 AB3779'ALONG STATE ROUTE 119 FOR 1.85 KM (1.15 MI) TO THE EASTERN MOST
 AB3779'ENTRANCE TO EFFINGHAM ACADEMY ON THE RIGHT AND THE AZIMUTH MARK ON THE
 AB3779'RIGHT,  CONTINUE GOING WEST ALONG STATE ROUTE 119 FOR 1.15 KM (0.7 MI)
 AB3779'TO THE STATION ON THE LEFT.
 AB3779'THE STATION IS A STANDARD GADT DISK STAMPED---051-204 1982---, SET
 AB3779'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER RECESSED
 AB3779'5.1 CM BELOW THE GROUND.  IT IS LOCATED 14.17 METERS (46.5 FT)
 AB3779'SOUTHEAST FROM THE CENTERLINE OF STATE ROUTE 119, 22.56 METERS (74 FT)
 AB3779'SOUTH FROM THE SOUTH END OF A 24 INCH CONCRETE CROSS DRAIN PIPE UNDER
 AB3779'THE ROAD, 15.39 METERS (50.5 FT) NORTH FROM A 12 INCH CATAWBA TREE,
 AB3779'2.56 METERS (8.4 FT) WEST-SOUTHWEST FROM AN 8 INCH PINE TREE, AND 1.16
 AB3779'METERS (3.8 FT) NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3779'A STANDARD GADT DISK STAMPED---051-204 1982---, SET INTO AN IRREGULAR
 AB3779'MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB3779'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-204
 AB3779'1982 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3779'DIAMETER RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 11.28 METERS
 AB3779'(37 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 12.19 METERS (40
 AB3779'FT) EAST-NORTHEAST FROM THE EAST END OF A 24 INCH CONCRETE SIDE DRAIN
 AB3779'PIPE UNDER A DRIVE, 25.21 METERS (82.7 FT) NORTHEAST FROM A POWER
 AB3779'POLE, 16.15 METERS (53 FT) WEST-SOUTHWEST FROM THE 12 INCH CATAWBA
 AB3779'TREE, AND 1.1 METERS (3.6 FT) NORTHWEST FROM A WITNESS POST. MARK IS
 AB3779'LEVEL WITH STATION.
 AB3779'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---051-204 1982
 AB3779'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3779'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 19.81 METERS (65 FT) NORTH
 AB3779'FROM THE CENTERLINE OF THE HIGHWAY, 3.96 METERS (13 FT) EAST FROM THE
 AB3779'CENTERLINE OF A PAVED DRIVE, 35.36 METERS (116 FT) WEST-NORTHWEST FROM
 AB3779'A POWER POLE. 11.43 METERS (37.5 FT) NORTH-NORTHEAST FROM THE EAST END
 AB3779'OF AN 18 INCH CONCRETE SIDE DRAIN PIPE, AND 0.98 METER (3.2 FT)
 AB3779'SOUTH-SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3779'STANDARD GADT DISK STAMPED---051-204 1982 AZ MK---. SET INTO AN
 AB3779'IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB3779'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP EFFINGHAM COUNTY
 AB3779'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3779'DESCRIBED BY G.D. JOHNSON.
 AB3779
 AB3779                          STATION RECOVERY (1982)
 AB3779
 AB3779'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3779'THE STATION WAS FOUND AS DESCRIBED IN PROJECT G16679. VICINITY OF
 AB3779'STATESBORO.
 AB3779'DESCRIBED BY E.T. SUMMERS.
 AB3779
 AB3779                          STATION RECOVERY (2004)
 AB3779
 AB3779'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 AB3779'LOCATED  ON GADOT ROW IN FRONT OF 1151 HIGHWAY 119 SOUTH, SPRINGFIELD
 AB3779'GA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3780 ***********************************************************************
 AB3780  DESIGNATION -  BV 051 204 AZ MK
 AB3780  PID         -  AB3780
 AB3780  STATE/COUNTY-  GA/EFFINGHAM
 AB3780  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AB3780
 AB3780                         *CURRENT SURVEY CONTROL
 AB3780  ___________________________________________________________________
 AB3780* NAD 83(1994)-  32 21 42.56483(N)    081 19 46.82324(W)     ADJUSTED  
 AB3780* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 AB3780  ___________________________________________________________________
 AB3780  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AB3780  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AB3780
 AB3780  HORZ ORDER  -  SECOND
 AB3780
 AB3780.The horizontal coordinates were established by classical geodetic methods
 AB3780.and adjusted by the National Geodetic Survey in August 1998..
 AB3780
 AB3780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3780
 AB3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3780
 AB3780.The geoid height was determined by GEOID03.
 AB3780
 AB3780;                    North         East     Units Scale Factor Converg.
 AB3780;SPC GA E     -   262,143.440   278,771.313   MT  0.99997649   +0 26 52.9
 AB3780;SPC GA E     -   860,048.94    914,602.22   sFT  0.99997649   +0 26 52.9
 AB3780;UTM  17      - 3,580,590.016   468,983.444   MT  0.99961186   -0 10 35.3
 AB3780
 AB3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3780!SPC GA E     -   1.00000140  x   0.99997649  =   0.99997789
 AB3780!UTM  17      -   1.00000140  x   0.99961186  =   0.99961326
 AB3780
 AB3780                          SUPERSEDED SURVEY CONTROL
 AB3780
 AB3780  NAD 83(1994)-  32 21 42.55713(N)    081 19 46.81574(W) AD(       ) 2
 AB3780  NAD 83(1986)-  32 21 42.55045(N)    081 19 46.81413(W) AD(       ) 2
 AB3780  NGVD 29 (05/08/96)   22.3    (m)           73.     (f) VERT ANG       
 AB3780
 AB3780.Superseded values are not recommended for survey control.
 AB3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3780.See file dsdata.txt to determine how the superseded data were derived.
 AB3780
 AB3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6898380590(NAD 83)
 AB3780_MARKER: DD = SURVEY DISK
 AB3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3780_PROJECTION: FLUSH
 AB3780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3780+STABILITY: SURFACE MOTION
 AB3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3780+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 AB3780
 AB3780  HISTORY     - Date     Condition        Report By
 AB3780  HISTORY     - 1982     MONUMENTED       GADT
 AB3780  HISTORY     - 1982     GOOD             GADT
 AB3780  HISTORY     - 20040428 GOOD             GEOCAC
 AB3780
 AB3780                          STATION DESCRIPTION
 AB3780
 AB3780'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3780'THE STATION IS LOCATED ABOUT 1.95 KM (1.2 MI) WEST-SOUTHWEST OF
 AB3780'SPRINGFIELD, 6.85 KM (4.25 MI) EAST-NORTHEAST OF GUYTON, 11.65 KM
 AB3780'(7.25 MI) NORTHWEST OF RINCON. OWNERSHIP--EFFINGHAM ACADEMY SCHOOL.
 AB3780'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (LAUREL
 AB3780'STREET) AND STATE ROUTE 119 (MADISON STREET) IN SPRINGFIELD, GO WEST
 AB3780'ALONG STATE ROUTE 119 FOR 1.85 KM (1.15 MI) TO THE EASTERN MOST
 AB3780'ENTRANCE TO EFFINGHAM ACADEMY ON THE RIGHT, AND THE STATION ON THE
 AB3780'RIGHT.
 AB3780'THE STATION IS A STANDARD GADT DISK STAMPED---051-204 1982 AZ MK---,
 AB3780'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3780'FLUSH WITH GROUND.  IT IS LOCATED 19.81 METERS (65 FT) NORTH FROM THE
 AB3780'CENTERLINE OF THE HIGHWAY, 3.96 METERS (13 FT) EAST FROM THE
 AB3780'CENTERLINE OF A PAVED DRIVE, 35.36 METERS (116 FT) WEST-NORTHWEST FROM
 AB3780'A POWER POLE, 11.43 METERS (37.5 FT) NORTH-NORTHEAST FROM THE EAST END
 AB3780'OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE, AND 0.98 METER
 AB3780'(3.2 FT) SOUTH-SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3780'A STANDARD GADT DISK STAMPED---051-204 1982 AZ MK---, SET INTO AN
 AB3780'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3780'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3780'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3780'DESCRIBED BY G.D. JOHNSON.
 AB3780
 AB3780                          STATION RECOVERY (1982)
 AB3780
 AB3780'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3780'THE STATION WAS FOUND AS DESCRIBED IN PROJECT G16679. VICINITY OF
 AB3780'STATESBORO.
 AB3780'DESCRIBED BY E.T. SUMMERS.
 AB3780
 AB3780                          STATION RECOVERY (2004)
 AB3780
 AB3780'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 AB3780'OWNERSHIP EFFINGHAM COUNTY BOARD OF COMMISSIONERS. THE BUILDING IS THE
 AB3780'EFFINGHMA COUNTY ADMINISTRATIVE ANNEX. MAB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3781 ***********************************************************************
 AB3781  DESIGNATION -  BV 051 204 RM 1
 AB3781  PID         -  AB3781
 AB3781  STATE/COUNTY-  GA/EFFINGHAM
 AB3781  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 AB3781
 AB3781                         *CURRENT SURVEY CONTROL
 AB3781  ___________________________________________________________________
 AB3781* NAD 83(1994)-  32 21 18.43199(N)    081 20 20.37786(W)     ADJUSTED  
 AB3781* NAVD 88     -        29.45   (+/-2cm)      96.6    (feet)  VERTCON   
 AB3781  ___________________________________________________________________
 AB3781  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AB3781  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AB3781
 AB3781  HORZ ORDER  -  SECOND
 AB3781  VERT ORDER  -  THIRD (See Below)
 AB3781
 AB3781.The horizontal coordinates were established by classical geodetic methods
 AB3781.and adjusted by the National Geodetic Survey in September 1997..
 AB3781
 AB3781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3781.The vertical order pertains to the NGVD 29 superseded value.
 AB3781
 AB3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3781
 AB3781.The geoid height was determined by GEOID03.
 AB3781
 AB3781;                    North         East     Units Scale Factor Converg.
 AB3781;SPC GA E     -   261,393.280   277,899.839   MT  0.99997481   +0 26 34.7
 AB3781;SPC GA E     -   857,587.79    911,743.06   sFT  0.99997481   +0 26 34.7
 AB3781;UTM  17      - 3,579,849.668   468,104.166   MT  0.99961255   -0 10 53.1
 AB3781
 AB3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3781!SPC GA E     -   1.00000022  x   0.99997481  =   0.99997503
 AB3781!UTM  17      -   1.00000022  x   0.99961255  =   0.99961277
 AB3781
 AB3781                          SUPERSEDED SURVEY CONTROL
 AB3781
 AB3781  NAD 83(1986)-  32 21 18.42523(N)    081 20 20.37618(W) AD(       ) 2
 AB3781  NGVD 29 (05/08/96)   29.72   (m)           97.5    (f) LEVELING    3  
 AB3781
 AB3781.Superseded values are not recommended for survey control.
 AB3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3781.See file dsdata.txt to determine how the superseded data were derived.
 AB3781
 AB3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6810479850(NAD 83)
 AB3781_MARKER: DD = SURVEY DISK
 AB3781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3781
 AB3781  HISTORY     - Date     Condition        Report By
 AB3781  HISTORY     - 1982     MONUMENTED       GADT
 AB3781
 AB3781                          STATION DESCRIPTION
 AB3781
 AB3781'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3781'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST-SOUTHWEST OF
 AB3781'SPRINGFIELD, 5.7 KM (3.55 MI) EAST-NORTHEAST OF GUYTON, AND 11.9 KM
 AB3781'(7.4 MI) NORTHWEST OF RINCON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3781'WAY.
 AB3781'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (LAUREL
 AB3781'STREET) AND STATE ROUTE 119 (MADISON STREET) IN SPRINGFIELD, GO WEST
 AB3781'ALONG STATE ROUTE 119 FOR 1.85 KM (1.15 MI) TO THE EASTERN MOST
 AB3781'ENTRANCE TO EFFINGHAM ACADEMY TO THE RIGHT.  CONTINUE GOING WEST ALONG
 AB3781'STATE ROUTE 119 FOR 1.15 KM (0.7 MI) TO THE STATION ON THE LEFT.
 AB3781'THE STATION IS A STANDARD GADT DISK STAMPED---051-204 1982 RM 1---,
 AB3781'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3781'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED 11.28 METERS (37 FT)
 AB3781'SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 12.19 METERS (40 FT)
 AB3781'EAST-NORTHEAST FROM THE EAST END OF A 24 INCH CONCRETE SIDE DRAIN PIPE
 AB3781'UNDER A DRIVE, 25.21 METERS (82.7 FT) NORTHEAST FROM A POWER POLE,
 AB3781'16.15 METERS (53 FT) WEST-SOUTHWEST FROM A 12 INCH CATAWBA TREE, AND
 AB3781'1.1 METERS (3.6 FT) NORTHWEST FROM A WITNESS POST.
 AB3781'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 AB3781'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 AB3781'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6462 ***********************************************************************
 CK6462  DESIGNATION -  BV 051 205
 CK6462  PID         -  CK6462
 CK6462  STATE/COUNTY-  GA/EFFINGHAM
 CK6462  USGS QUAD   -  RINCON (1979)
 CK6462
 CK6462                         *CURRENT SURVEY CONTROL
 CK6462  ___________________________________________________________________
 CK6462* NAD 83(1994)-  32 20 54.59288(N)    081 13 36.94964(W)     ADJUSTED  
 CK6462* NAVD 88     -        18.3    (meters)      60.     (feet)  VERTCON   
 CK6462  ___________________________________________________________________
 CK6462  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CK6462  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK6462
 CK6462  HORZ ORDER  -  SECOND
 CK6462
 CK6462.The horizontal coordinates were established by classical geodetic methods
 CK6462.and adjusted by the National Geodetic Survey in September 1997..
 CK6462
 CK6462.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6462
 CK6462.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6462
 CK6462.The geoid height was determined by GEOID03.
 CK6462
 CK6462;                    North         East     Units Scale Factor Converg.
 CK6462;SPC GA E     -   260,746.050   288,453.976   MT  0.99999645   +0 30 10.3
 CK6462;SPC GA E     -   855,464.33    946,369.42   sFT  0.99999645   +0 30 10.3
 CK6462;UTM  17      - 3,579,087.760   478,646.653   MT  0.99960562   -0 07 17.1
 CK6462
 CK6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6462!SPC GA E     -   1.00000200  x   0.99999645  =   0.99999845
 CK6462!UTM  17      -   1.00000200  x   0.99960562  =   0.99960762
 CK6462
 CK6462|---------------------------------------------------------------------|
 CK6462| PID    Reference Object                     Distance      Geod. Az  |
 CK6462|                                                           dddmmss.s |
 CK6462| CK6463 BV 051 205 RM 1                       4.555 METERS 33115     |
 CK6462|---------------------------------------------------------------------|
 CK6462
 CK6462                          SUPERSEDED SURVEY CONTROL
 CK6462
 CK6462  NAD 83(1986)-  32 20 54.59800(N)    081 13 36.94486(W) AD(       ) 2
 CK6462  NGVD 29 (07/28/94)   18.6    (m)           61.     (f) VERT ANG       
 CK6462
 CK6462.Superseded values are not recommended for survey control.
 CK6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6462.See file dsdata.txt to determine how the superseded data were derived.
 CK6462
 CK6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7864779088(NAD 83)
 CK6462_MARKER: DD = SURVEY DISK
 CK6462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6462+STABILITY: SURFACE MOTION
 CK6462
 CK6462  HISTORY     - Date     Condition        Report By
 CK6462  HISTORY     - 1982     MONUMENTED       GADT
 CK6462
 CK6462                          STATION DESCRIPTION
 CK6462
 CK6462'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6462'THE STATION IS LOCATED APPROXIMATELY 6.1 KM (3.8 MI)
 CK6462'NORTH-NORTHEAST FROM RINCON, 8.05 KM (5 MI) EAST-SOUTHEAST
 CK6462'FROM SPRINGFIELD, AND 17 KM (10.55 MI) EAST-NORTHEAST FROM
 CK6462'PINEORA.
 CK6462'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6462'
 CK6462'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND STATE
 CK6462'ROUTE 275 LOCATED ABOUT 5.15 KM (3.2 MI) NORTH FROM RINCON, GO
 CK6462'EAST ALONG STATE ROUTE 275 FOR 3.2 KM (2 MI) TO THE STATION ON
 CK6462'THE LEFT.
 CK6462'
 CK6462'THE STATION IS A STANDARD GADT DISK
 CK6462'STAMPED---051 -205 1982---,
 CK6462'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6462'FLUSH WITH GROUND.  IT IS LOCATED
 CK6462'7.16 METERS (23.5 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK6462'HIGHWAY,
 CK6462'7.19 METERS (23.6 FT) SOUTH FROM A 14 INCH OAK TREE,
 CK6462'25.15 METERS (82.5 FT) WEST-NORTHWEST FROM A CORNER FENCE POST
 CK6462'TO THE SOUTH OF THE ROAD,
 CK6462'23.45 METERS (83.5 FT) NORTH-NORTHEAST FROM AN UNDERGROUND
 CK6462'TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, AND
 CK6462'0.76 METER (2.5 FT) SOUTHEAST FROM A WITNESS POST.
 CK6462'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6462'STAMPED---051-205 1982---,
 CK6462'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CK6462'
 CK6462'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6462'STAMPED---051-205 1982 RM 1---,
 CK6462'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6462'FLUSH WITH GROUND.  IT IS LOCATED
 CK6462'11.73 METERS (38.5 FT) NORTHWEST FROM THE CENTERLINE OF THE
 CK6462'HIGHWAY,
 CK6462'3.2 METERS (10.5 FT) NORTH-NORTHEAST FROM THE 14 INCH OAK TREE,
 CK6462'29.2 METERS (95.8 FT) WEST-NORTHWEST FROM THE CORNER FENCE POST
 CK6462'ON THE SOUTH SIDE OF THE ROAD,
 CK6462'28.9 METERS (94.8 FT) NORTH-NORTHEAST FROM THE UNDERGROUND
 CK6462'TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, AND
 CK6462'0.76 METER (2.5 FT) SOUTHEAST FROM A WITNESS POST.
 CK6462'MARK IS LEVEL WITH STATION.
 CK6462'
 CK6462'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6462'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK6462'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6462'
 CK6462'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6464 ***********************************************************************
 CK6464  DESIGNATION -  BV 051 206
 CK6464  PID         -  CK6464
 CK6464  STATE/COUNTY-  GA/EFFINGHAM
 CK6464  USGS QUAD   -  RINCON (1979)
 CK6464
 CK6464                         *CURRENT SURVEY CONTROL
 CK6464  ___________________________________________________________________
 CK6464* NAD 83(1994)-  32 20 39.43845(N)    081 14 08.95139(W)     ADJUSTED  
 CK6464* NAVD 88     -        19.7    (meters)      65.     (feet)  VERTCON   
 CK6464  ___________________________________________________________________
 CK6464  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 CK6464  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK6464
 CK6464  HORZ ORDER  -  SECOND
 CK6464
 CK6464.The horizontal coordinates were established by classical geodetic methods
 CK6464.and adjusted by the National Geodetic Survey in September 1997..
 CK6464
 CK6464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6464
 CK6464.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6464
 CK6464.The geoid height was determined by GEOID03.
 CK6464
 CK6464;                    North         East     Units Scale Factor Converg.
 CK6464;SPC GA E     -   260,271.950   287,621.277   MT  0.99999465   +0 29 52.9
 CK6464;SPC GA E     -   853,908.89    943,637.47   sFT  0.99999465   +0 29 52.9
 CK6464;UTM  17      - 3,578,622.942   477,809.165   MT  0.99960607   -0 07 34.2
 CK6464
 CK6464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6464!SPC GA E     -   1.00000178  x   0.99999465  =   0.99999643
 CK6464!UTM  17      -   1.00000178  x   0.99960607  =   0.99960785
 CK6464
 CK6464|---------------------------------------------------------------------|
 CK6464| PID    Reference Object                     Distance      Geod. Az  |
 CK6464|                                                           dddmmss.s |
 CK6464| CK6465 BV 051 206 RM 1                       6.073 METERS 15136     |
 CK6464|---------------------------------------------------------------------|
 CK6464
 CK6464                          SUPERSEDED SURVEY CONTROL
 CK6464
 CK6464  NAD 83(1986)-  32 20 39.45316(N)    081 14 08.94638(W) AD(       ) 2
 CK6464  NGVD 29 (07/28/94)   20.0    (m)           66.     (f) VERT ANG       
 CK6464
 CK6464.Superseded values are not recommended for survey control.
 CK6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6464.See file dsdata.txt to determine how the superseded data were derived.
 CK6464
 CK6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7780978623(NAD 83)
 CK6464_MARKER: DD = SURVEY DISK
 CK6464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6464+STABILITY: SURFACE MOTION
 CK6464
 CK6464  HISTORY     - Date     Condition        Report By
 CK6464  HISTORY     - 1982     MONUMENTED       GADT
 CK6464  HISTORY     - 20010331 GOOD             NGS
 CK6464
 CK6464                          STATION DESCRIPTION
 CK6464
 CK6464'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6464'THE STATION IS LOCATED APPROXIMATELY 5.45 KM (3.4 MI) NORTH
 CK6464'FROM RINCON, 7.55 KM (4.7 MI) EAST-SOUTHEAST FROM SPRINGFIELD,
 CK6464'AND 16.1 KM (10 MI) EAST-NORTHEAST FROM PINEORA.
 CK6464'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6464'
 CK6464'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK6464'STATE ROUTE 275 LOCATED ABOUT 5.15 KM (3.2 MI) NORTH FROM
 CK6464'RINCON, GO EAST ALONG STATE ROUTE 275 FOR 2.25 KM (1.4 MI) TO
 CK6464'THE STATION ON THE RIGHT.
 CK6464'
 CK6464'THE STATION IS A STANDARD GADT DISK
 CK6464'STAMPED---051-206 1982---,
 CK6464'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6464'FLUSH WITH GROUND.  IT IS LOCATED
 CK6464'6.1 METERS (20 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 CK6464'5.24 METERS (17.2 FT) WEST FROM THE WESTS END OF AN 18 INCH
 CK6464'CONCRETE SIDE DRAIN PIPE UNDER A DIRT DRIVEWAY TO THE SOUTH,
 CK6464'7.47 METERS (24.5 FT) WEST-NORTHWEST FROM A CORNER FENCEPOST, AND
 CK6464'1.01 METERS (3.3 FT) NORTHWEST FROM A WITNESS POST.
 CK6464'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6464'STAMPED---051-206 1982---,
 CK6464'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CK6464'
 CK6464'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6464'STAMPED---051-206 1982 RM 1---,
 CK6464'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6464'FLUSH WITH GROUND.  IT IS LOCATED
 CK6464'12.19 METERS (40 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 CK6464'HIGHWAY,
 CK6464'3.05 METERS (10 FT) WEST-SOUTHWEST FROM THE WEST END OF THE 18
 CK6464'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DIRT DRIVEWAY TO THE
 CK6464'SOUTH,
 CK6464'3.26 METERS (10.7 FT) WEST FROM THE CORNER FENCEPOST, AND
 CK6464'0.46 METER (1.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CK6464'MARK IS LEVEL WITH STATION.
 CK6464'
 CK6464'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6464'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK6464'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6464'
 CK6464'DESCRIBED BY G.D. JOHNSON.
 CK6464
 CK6464                          STATION RECOVERY (2001)
 CK6464
 CK6464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK6464'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5965 ***********************************************************************
 CK5965  DESIGNATION -  BV 051 207
 CK5965  PID         -  CK5965
 CK5965  STATE/COUNTY-  GA/EFFINGHAM
 CK5965  USGS QUAD   -  RINCON (1979)
 CK5965
 CK5965                         *CURRENT SURVEY CONTROL
 CK5965  ___________________________________________________________________
 CK5965* NAD 83(1994)-  32 20 26.53644(N)    081 14 40.21300(W)     ADJUSTED  
 CK5965* NAVD 88     -        21.     (meters)      69.     (feet)  VERTCON   
 CK5965  ___________________________________________________________________
 CK5965  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CK5965  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CK5965
 CK5965  HORZ ORDER  -  SECOND
 CK5965
 CK5965.The horizontal coordinates were established by classical geodetic methods
 CK5965.and adjusted by the National Geodetic Survey in September 1997..
 CK5965
 CK5965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5965
 CK5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5965
 CK5965.The geoid height was determined by GEOID03.
 CK5965
 CK5965;                    North         East     Units Scale Factor Converg.
 CK5965;SPC GA E     -   259,867.467   286,807.258   MT  0.99999290   +0 29 36.0
 CK5965;SPC GA E     -   852,581.85    940,966.81   sFT  0.99999290   +0 29 36.0
 CK5965;UTM  17      - 3,578,227.504   476,991.105   MT  0.99960653   -0 07 50.9
 CK5965
 CK5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5965!SPC GA E     -   1.00000164  x   0.99999290  =   0.99999454
 CK5965!UTM  17      -   1.00000164  x   0.99960653  =   0.99960817
 CK5965
 CK5965                          SUPERSEDED SURVEY CONTROL
 CK5965
 CK5965  NAD 83(1986)-  32 20 26.55786(N)    081 14 40.20796(W) AD(       ) 2
 CK5965  NGVD 29 (10/08/91)   21.     (m)           69.     (f) VERT ANG       
 CK5965
 CK5965.Superseded values are not recommended for survey control.
 CK5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5965.See file dsdata.txt to determine how the superseded data were derived.
 CK5965
 CK5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7699178228(NAD 83)
 CK5965_MARKER: DD = SURVEY DISK
 CK5965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5965+STABILITY: SURFACE MOTION
 CK5965
 CK5965  HISTORY     - Date     Condition        Report By
 CK5965  HISTORY     - 1982     MONUMENTED       GADT
 CK5965  HISTORY     - 1982     GOOD             GADT
 CK5965
 CK5965                          STATION DESCRIPTION
 CK5965
 CK5965'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5965'SEE PROJECT 18000 GEORGIA TRAVERSE EBENEZER LANDING TO RINCON
 CK5965'FOR STATION DESCRIPTION.
 CK5965
 CK5965                          STATION RECOVERY (1982)
 CK5965
 CK5965'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5965'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI) NORTH
 CK5965'FROM RINCON, 6.9 KM (4.3 MI) EAST-SOUTHEAST FROM SPRINGFIELD,
 CK5965'AND 15.15 KM (9.4 MI) EAST-NORTHEAST FROM PINEORA.
 CK5965'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5965'
 CK5965'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 AND
 CK5965'STATE ROUTE 275 ABOUT 5.15 KM (3.2 MI) NORTH FROM RINCON, GO
 CK5965'EAST ALONG STATE ROUTE 275 FOR 1.35 KM (0.85 MI) TO THE STATION
 CK5965'ON THE RIGHT AT THE RAILROAD CROSSING.
 CK5965'
 CK5965'THE STATION IS A STANDARD GADT DISK
 CK5965'STAMPED---051-207 1982---,
 CK5965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5965'FLUSH WITH GROUND.  IT IS LOCATED
 CK5965'5.85 METERS (19.2 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK5965'THE HIGHWAY,
 CK5965'6.55 METERS (21.5 FT) SOUTHWEST FROM THE SOUTH END OF AN 18 INCH
 CK5965'CONCRETE CROSSDRAIN PIPE UNDER THE HIGHWAY,
 CK5965'10.33 METERS (33.9 FT) WEST-SOUTHWEST FROM THE WESTERNMOST RAIL
 CK5965'FROM THE RAILROAD TRACK,
 CK5965'6.64 METERS (21.8 FT) NORTH-NORTHWEST FROM A TELEPHONE POLE, AND
 CK5965'0.98 METER (3.2 FT) WEST FROM A WITNESS POST.
 CK5965'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5965'STAMPED---051-207 1982---,
 CK5965'SET INTO AN IRREGULAR MASS OF CONCRETE .94 METERS BELOW THE SURFACE.
 CK5965'
 CK5965'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5965'STAMPED---051-207 1982 RM 1---,
 CK5965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5965'FLUSH WITH GROUND.  IT IS LOCATED
 CK5965'33.41 METERS (109.6 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CK5965'HIGHWAY,
 CK5965'22.92 METERS (75.2 FT) SOUTH-SOUTHEAST FROM THE TELEPHONE POLE,
 CK5965'10.30 METERS (33.8 FT) WEST-SOUTHWEST FROM THE WESTERNMOST RAIL
 CK5965'FROM THE RAILROAD TRACK, AND
 CK5965'0.98 METER (3.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5965'MARK IS LEVEL WITH STATION.
 CK5965'
 CK5965'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5965'STAMPED---051-207 1982 AZ MK---,
 CK5965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5965'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5965'8.38 METERS (27.5 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK5965'HIGHWAY,
 CK5965'18.9 METERS (62 FT) NORTHEAST FROM THE CENTERLINE OF STATE ROUTE
 CK5965'21,
 CK5965'5.64 METERS (18.5 FT) SOUTHEAST FROM A RIGHT OF WAY MARKER,
 CK5965'10.21 METERS (33.5 FT) SOUTH-SOUTHEAST FROM ANOTHER RIGHT OF WAY
 CK5965'MARKER, AND
 CK5965'0.91 METER (3 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK5965'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5965'STAMPED---051-207 1982 AZ MK---,
 CK5965'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK5965'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG STATE
 CK5965'ROUTE 275 FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF STATE ROUTE 21
 CK5965'CROSSING AND THE STATION ON THE RIGHT.
 CK5965'
 CK5965'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5965'
 CK5965'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5965'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5965'
 CK5965'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6466 ***********************************************************************
 CK6466  DESIGNATION -  BV 051 207 AZ MK
 CK6466  PID         -  CK6466
 CK6466  STATE/COUNTY-  GA/EFFINGHAM
 CK6466  USGS QUAD   -  SPRINGFIELD SOUTH (1978)
 CK6466
 CK6466                         *CURRENT SURVEY CONTROL
 CK6466  ___________________________________________________________________
 CK6466* NAD 83(1994)-  32 20 08.59576(N)    081 15 27.22516(W)     ADJUSTED  
 CK6466* NAVD 88     -        19.5    (meters)      64.     (feet)  VERTCON   
 CK6466  ___________________________________________________________________
 CK6466  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK6466  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 CK6466
 CK6466  HORZ ORDER  -  SECOND
 CK6466
 CK6466.The horizontal coordinates were established by classical geodetic methods
 CK6466.and adjusted by the National Geodetic Survey in September 1997..
 CK6466
 CK6466.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6466
 CK6466.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6466
 CK6466.The geoid height was determined by GEOID03.
 CK6466
 CK6466;                    North         East     Units Scale Factor Converg.
 CK6466;SPC GA E     -   259,304.345   285,582.610   MT  0.99999029   +0 29 10.6
 CK6466;SPC GA E     -   850,734.34    936,948.95   sFT  0.99999029   +0 29 10.6
 CK6466;UTM  17      - 3,577,677.967   475,760.868   MT  0.99960725   -0 08 16.0
 CK6466
 CK6466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6466!SPC GA E     -   1.00000180  x   0.99999029  =   0.99999209
 CK6466!UTM  17      -   1.00000180  x   0.99960725  =   0.99960905
 CK6466
 CK6466                          SUPERSEDED SURVEY CONTROL
 CK6466
 CK6466  NAD 83(1986)-  32 20 08.62155(N)    081 15 27.22244(W) AD(       ) 2
 CK6466  NGVD 29 (07/28/94)   19.8    (m)           65.     (f) VERT ANG       
 CK6466
 CK6466.Superseded values are not recommended for survey control.
 CK6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6466.See file dsdata.txt to determine how the superseded data were derived.
 CK6466
 CK6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7576177678(NAD 83)
 CK6466_MARKER: DD = SURVEY DISK
 CK6466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6466+STABILITY: SURFACE MOTION
 CK6466
 CK6466  HISTORY     - Date     Condition        Report By
 CK6466  HISTORY     - 1982     MONUMENTED       GADT
 CK6466
 CK6466                          STATION DESCRIPTION
 CK6466
 CK6466'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6466'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI)
 CK6466'NORTH-NORTHWEST FROM RINCON, 6.9 KM (4.3 MI) EAST-SOUTHEAST
 CK6466'FROM SPRINGFIELD, AND 15.15 KM (9.4 MI) EAST-NORTHEAST FROM
 CK6466'PINEORA.
 CK6466'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6466'
 CK6466'TO REACH THE STATION FROM THE CITY OF RINCON GO TO THE JUNCTION
 CK6466'OF STATE ROUTE 275 AND STATE ROUTE 21 APPROXIMATELY 5.15 KM
 CK6466'(3.2 MI) NORTH OF RINCON TO THE STATION ON THE NORTH SIDE OF
 CK6466'STATE ROUTE 275, AND EAST SIDE OF STATE ROUTE 21.
 CK6466'
 CK6466'THE STATION IS A STANDARD GADT DISK
 CK6466'STAMPED---051-207 1982 AZ MK---,
 CK6466'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6466'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6466'8.38 METERS (27.5 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK6466'STATE ROUTE 275,
 CK6466'18.90 METERS (62 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 CK6466'ROUTE 21,
 CK6466'5.64 METERS (18.5 FT) SOUTHEAST FROM A RIGHT OF WAY MARKER,
 CK6466'10.21 METERS (33.5 FT) SOUTH-SOUTHEAST FROM ANOTHER RIGHT OF WAY
 CK6466'MARKER, AND
 CK6466'0.91 METER (3 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK6466'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6466'STAMPED---051-207 1982 AZ MK---,
 CK6466'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6466'
 CK6466'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6466'
 CK6466'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK6466'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6466'
 CK6466'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6467 ***********************************************************************
 CK6467  DESIGNATION -  BV 051 207 RM 1
 CK6467  PID         -  CK6467
 CK6467  STATE/COUNTY-  GA/EFFINGHAM
 CK6467  USGS QUAD   -  RINCON (1979)
 CK6467
 CK6467                         *CURRENT SURVEY CONTROL
 CK6467  ___________________________________________________________________
 CK6467* NAD 83(1994)-  32 20 25.60876(N)    081 14 40.05944(W)     ADJUSTED  
 CK6467* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 CK6467  ___________________________________________________________________
 CK6467  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CK6467  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CK6467
 CK6467  HORZ ORDER  -  SECOND
 CK6467
 CK6467.The horizontal coordinates were established by classical geodetic methods
 CK6467.and adjusted by the National Geodetic Survey in September 1997..
 CK6467
 CK6467.The orthometric height was scaled from a topographic map.
 CK6467
 CK6467.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6467
 CK6467.The geoid height was determined by GEOID03.
 CK6467
 CK6467;                    North         East     Units Scale Factor Converg.
 CK6467;SPC GA E     -   259,838.927   286,811.520   MT  0.99999290   +0 29 36.1
 CK6467;SPC GA E     -   852,488.21    940,980.80   sFT  0.99999290   +0 29 36.1
 CK6467;UTM  17      - 3,578,198.930   476,995.054   MT  0.99960653   -0 07 50.8
 CK6467
 CK6467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6467!SPC GA E     -   1.00000163  x   0.99999290  =   0.99999453
 CK6467!UTM  17      -   1.00000163  x   0.99960653  =   0.99960816
 CK6467
 CK6467                          SUPERSEDED SURVEY CONTROL
 CK6467
 CK6467  NAD 83(1986)-  32 20 25.63016(N)    081 14 40.05453(W) AD(       ) 2
 CK6467
 CK6467.Superseded values are not recommended for survey control.
 CK6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6467.See file dsdata.txt to determine how the superseded data were derived.
 CK6467
 CK6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7699578199(NAD 83)
 CK6467_MARKER: DD = SURVEY DISK
 CK6467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6467+STABILITY: SURFACE MOTION
 CK6467
 CK6467  HISTORY     - Date     Condition        Report By
 CK6467  HISTORY     - 1982     MONUMENTED       GADT
 CK6467  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK6467
 CK6467                          STATION DESCRIPTION
 CK6467
 CK6467'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6467'THE STATION IS LOCATED APPROXIMATELY 5.15 KM (3.2 MI) NORTH
 CK6467'FROM RINCON, 6.9 KM (4.3 MI) EAST-SOUTHEAST FROM SPRINGFIELD, AND
 CK6467'15.15 KM (9.4 MI) EAST-NORTHEAST FROM PINEORA.
 CK6467'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6467'
 CK6467'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 275 AND
 CK6467'STATE ROUTE 21 ABOUT 5.15 KM (3.2 MI) NORTH FROM RINCON, GO
 CK6467'EAST ALONG STATE ROUTE 275 FOR 1.35 KM (0.85 MI) TO THE STATION
 CK6467'ON THE RIGHT.
 CK6467'
 CK6467'THE STATION IS A STANDARD GADT DISK
 CK6467'STAMPED---051-207 1982 RM 1---,
 CK6467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6467'FLUSH WITH GROUND.  IT IS LOCATED
 CK6467'33.41 METERS (109.6 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CK6467'HIGHWAY,
 CK6467'22.92 METERS (75.2 FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE,
 CK6467'10.3 METERS (33.8 FT) WEST-SOUTHWEST FROM THE WESTERNMOST RAIL
 CK6467'FROM THE RAILROAD TRACK MAIN LINE, AND
 CK6467'0.98 METER (3.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6467'
 CK6467'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6467'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 CK6467'EFFINGHAM COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6467'
 CK6467'DESCRIBED BY G.D. JOHNSON.
 CK6467
 CK6467                          STATION RECOVERY (2001)
 CK6467
 CK6467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK6467'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5966 ***********************************************************************
 CK5966  DESIGNATION -  BV 051 208
 CK5966  PID         -  CK5966
 CK5966  STATE/COUNTY-  GA/EFFINGHAM
 CK5966  USGS QUAD   -  EDEN (1976)
 CK5966
 CK5966                         *CURRENT SURVEY CONTROL
 CK5966  ___________________________________________________________________
 CK5966* NAD 83(1994)-  32 14 17.78709(N)    081 23 07.34289(W)     ADJUSTED  
 CK5966* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 CK5966  ___________________________________________________________________
 CK5966  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CK5966  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CK5966
 CK5966  HORZ ORDER  -  SECOND
 CK5966
 CK5966.The horizontal coordinates were established by classical geodetic methods
 CK5966.and adjusted by the National Geodetic Survey in September 1997..
 CK5966
 CK5966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5966
 CK5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5966
 CK5966.The geoid height was determined by GEOID03.
 CK5966
 CK5966;                    North         East     Units Scale Factor Converg.
 CK5966;SPC GA E     -   248,403.984   273,628.957   MT  0.99996683   +0 25 00.5
 CK5966;SPC GA E     -   814,972.07    897,731.00   sFT  0.99996683   +0 25 00.5
 CK5966;UTM  17      - 3,566,912.220   463,693.789   MT  0.99961625   -0 12 20.1
 CK5966
 CK5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5966!SPC GA E     -   1.00000120  x   0.99996683  =   0.99996803
 CK5966!UTM  17      -   1.00000120  x   0.99961625  =   0.99961745
 CK5966
 CK5966                          SUPERSEDED SURVEY CONTROL
 CK5966
 CK5966  NAD 83(1986)-  32 14 17.80402(N)    081 23 07.34966(W) AD(       ) 2
 CK5966  NGVD 29 (10/08/91)   23.3    (m)           76.     (f) VERT ANG       
 CK5966
 CK5966.Superseded values are not recommended for survey control.
 CK5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5966.See file dsdata.txt to determine how the superseded data were derived.
 CK5966
 CK5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6369466912(NAD 83)
 CK5966_MARKER: DD = SURVEY DISK
 CK5966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5966+STABILITY: SURFACE MOTION
 CK5966
 CK5966  HISTORY     - Date     Condition        Report By
 CK5966  HISTORY     - 1982     MONUMENTED       GADT
 CK5966  HISTORY     - 20010331 GOOD             NGS
 CK5966
 CK5966                          STATION DESCRIPTION
 CK5966
 CK5966'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5966'THE STATION IS LOCATED APPROXIMATELY 14.7 KM (9.1 MI) WEST
 CK5966'OF RINCON, 5.6 KM (3.5 MI) SOUTH OF GUYTON, AND IN THE SMALL
 CK5966'COMMUNITY OF PINEORA.
 CK5966'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5966'
 CK5966'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5966'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5966'4.25 KM (2.65 MI) TO THE PINEORA BAPTIST CHURCH ON THE RIGHT.
 CK5966'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.95 KM (0.6 MI)
 CK5966'TO THE JUNCTION OF PAVED COUNTY ROAD 157 CROSSING AND THE
 CK5966'STATION ON THE RIGHT.
 CK5966'
 CK5966'THE STATION IS A STANDARD GADT DISK
 CK5966'STAMPED---051-208 1982---,
 CK5966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5966'FLUSH WITH GROUND.  IT IS LOCATED
 CK5966'7.53 METERS (24.70 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5966'7.92 METERS (26.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK5966'PAVED COUNTY ROAD 157,
 CK5966'14.87 METERS (48.80 FT) NORTH-NORTHEAST FROM AN UNDERGROUND
 CK5966'TELEPHONE CABLE PEDESTAL AND BRACE POLE,
 CK5966'21.98 METERS (72.10 FT) EAST-SOUTHEAST FROM A SQUARE CONCRETE
 CK5966'POST, AND
 CK5966'1.01 METERS (3.3 FT) EAST FROM A WITNESS POST.
 CK5966'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5966'STAMPED---051-208 1982---,
 CK5966'SET INTO AN IRREGULAR MASS OF CONCRETE .9 METERS BELOW THE SURFACE.
 CK5966'
 CK5966'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5966'STAMPED---051-208 1982 RM 1---,
 CK5966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5966'FLUSH WITH GROUND.  IT IS LOCATED
 CK5966'7.92 METERS (26.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK5966'PAVED COUNTY ROAD 157,
 CK5966'9.66 METERS (31.70 FT) NORTH FROM THE SQUARE CONCRETE POST,
 CK5966'26.06 METERS (85.50 FT) SOUTH FROM A SQUARE CONCRETE POST TO
 CK5966'THE NORTH OF THE ROAD, AND
 CK5966'0.94 METER (3.1 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK5966'MARK IS BELOW STATION 0.6 METERS.
 CK5966'
 CK5966'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5966'STAMPED---051-208 1982 AZ MK---,
 CK5966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5966'FLUSH WITH GROUND.  IT IS LOCATED
 CK5966'5.64 METERS (18.50 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5966'15.85 METERS (52.00 FT) SOUTH-SOUTHEAST FROM A 36 INCH OAK TREE,
 CK5966'10.82 METERS (35.50 FT) NORTH-NORTHEAST FROM THE NORTH END OF AN
 CK5966'18 INCH CONCRETE SIDE DRAIN PIPE, AND
 CK5966'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK5966'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5966'STAMPED---051-208 1982 AZ MK---,
 CK5966'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 0.91 METER
 CK5966'BELOW THE SURFACE OF THE GROUND.
 CK5966'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG STATE
 CK5966'ROUTE 17 FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE RIGHT AT
 CK5966'THE JUNCTION OF DIRT COUNTY ROAD 224 CROSSING.
 CK5966'
 CK5966'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5966'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5966'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5966'
 CK5966'DESCRIBED BY G.D. JOHNSON.
 CK5966
 CK5966                          STATION RECOVERY (2001)
 CK5966
 CK5966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK5966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5967 ***********************************************************************
 CK5967  DESIGNATION -  BV 051 208 AZ MK
 CK5967  PID         -  CK5967
 CK5967  STATE/COUNTY-  GA/EFFINGHAM
 CK5967  USGS QUAD   -  MELDRIM (1976)
 CK5967
 CK5967                         *CURRENT SURVEY CONTROL
 CK5967  ___________________________________________________________________
 CK5967* NAD 83(1994)-  32 14 23.98348(N)    081 22 19.81152(W)     ADJUSTED  
 CK5967* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 CK5967  ___________________________________________________________________
 CK5967  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK5967  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 CK5967
 CK5967  HORZ ORDER  -  SECOND
 CK5967
 CK5967.The horizontal coordinates were established by classical geodetic methods
 CK5967.and adjusted by the National Geodetic Survey in September 1997..
 CK5967
 CK5967.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5967
 CK5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5967
 CK5967.The geoid height was determined by GEOID03.
 CK5967
 CK5967;                    North         East     Units Scale Factor Converg.
 CK5967;SPC GA E     -   248,603.969   274,871.842   MT  0.99996911   +0 25 25.9
 CK5967;SPC GA E     -   815,628.19    901,808.70   sFT  0.99996911   +0 25 25.9
 CK5967;UTM  17      - 3,567,098.626   464,938.335   MT  0.99961516   -0 11 54.8
 CK5967
 CK5967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5967!SPC GA E     -   1.00000137  x   0.99996911  =   0.99997048
 CK5967!UTM  17      -   1.00000137  x   0.99961516  =   0.99961653
 CK5967
 CK5967                          SUPERSEDED SURVEY CONTROL
 CK5967
 CK5967  NAD 83(1986)-  32 14 24.00022(N)    081 22 19.81825(W) AD(       ) 2
 CK5967  NGVD 29 (10/08/91)   22.     (m)           72.     (f) VERT ANG       
 CK5967
 CK5967.Superseded values are not recommended for survey control.
 CK5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5967.See file dsdata.txt to determine how the superseded data were derived.
 CK5967
 CK5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6493867099(NAD 83)
 CK5967_MARKER: DD = SURVEY DISK
 CK5967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5967+STABILITY: SURFACE MOTION
 CK5967
 CK5967  HISTORY     - Date     Condition        Report By
 CK5967  HISTORY     - 1982     MONUMENTED       GADT
 CK5967  HISTORY     - 20010331 MARK NOT FOUND   NGS
 CK5967
 CK5967                          STATION DESCRIPTION
 CK5967
 CK5967'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5967'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTH OF PINEORA,
 CK5967'6.6 KM (4.1 MI) SOUTH OF GUYTON, AND 14.7 KM (9.1 MI)
 CK5967'WEST-SOUTHWEST OF RINCON.
 CK5967'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5967'
 CK5967'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5967'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5967'4.25 KM (2.65 MI) TO THE PINEORA BAPTIST CHURCH ON THE RIGHT.
 CK5967'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.95 KM (0.6 MI)
 CK5967'TO THE JUNCTION OF PAVED COUNTY ROAD 157 CROSSING.  CONTINUE
 CK5967'GOING SOUTH ALONG STATE ROUTE 17 FOR 1.3 KM (0.8 MI) TO THE
 CK5967'STATION ON THE RIGHT AT THE JUNCTION OF DIRT COUNTY ROAD 224
 CK5967'CROSSING.
 CK5967'
 CK5967'THE STATION IS A STANDARD GADT DISK
 CK5967'STAMPED---051-208 1982 AZ MK---,
 CK5967'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5967'FLUSH WITH GROUND.  IT IS LOCATED
 CK5967'5.64 METERS (18.50 FT) WEST FROM THE CENTERLINE OF STATE
 CK5967'ROUTE 17,
 CK5967'15.85 METERS (52.00 FT) SOUTH-SOUTHEAST FROM A 36 INCH OAK TREE,
 CK5967'10.82 METERS (35.50 FT) NORTH-NORTHEAST FROM THE NORTH END OF
 CK5967'AN 18 INCH CONCRETE SIDE DRAIN PIPE, AND
 CK5967'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5967'STAMPED---051-208 1982 AZ MK---,
 CK5967'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5967'
 CK5967'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5967'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5967'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5967'
 CK5967'DESCRIBED BY G.D. JOHNSON.
 CK5967
 CK5967                          STATION RECOVERY (2001)
 CK5967
 CK5967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CK5967'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5968 ***********************************************************************
 CK5968  DESIGNATION -  BV 051 208 RM 1
 CK5968  PID         -  CK5968
 CK5968  STATE/COUNTY-  GA/EFFINGHAM
 CK5968  USGS QUAD   -  EDEN (1976)
 CK5968
 CK5968                         *CURRENT SURVEY CONTROL
 CK5968  ___________________________________________________________________
 CK5968* NAD 83(1994)-  32 14 16.99959(N)    081 23 08.02768(W)     ADJUSTED  
 CK5968* NAVD 88     -        22.6    (meters)      74.     (feet)  VERTCON   
 CK5968  ___________________________________________________________________
 CK5968  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CK5968  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CK5968
 CK5968  HORZ ORDER  -  SECOND
 CK5968
 CK5968.The horizontal coordinates were established by classical geodetic methods
 CK5968.and adjusted by the National Geodetic Survey in September 1997..
 CK5968
 CK5968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5968
 CK5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5968
 CK5968.The geoid height was determined by GEOID03.
 CK5968
 CK5968;                    North         East     Units Scale Factor Converg.
 CK5968;SPC GA E     -   248,379.598   273,611.207   MT  0.99996680   +0 25 00.1
 CK5968;SPC GA E     -   814,892.06    897,672.77   sFT  0.99996680   +0 25 00.1
 CK5968;UTM  17      - 3,566,888.036   463,675.781   MT  0.99961627   -0 12 20.4
 CK5968
 CK5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5968!SPC GA E     -   1.00000127  x   0.99996680  =   0.99996807
 CK5968!UTM  17      -   1.00000127  x   0.99961627  =   0.99961754
 CK5968
 CK5968                          SUPERSEDED SURVEY CONTROL
 CK5968
 CK5968  NAD 83(1986)-  32 14 17.01653(N)    081 23 08.03444(W) AD(       ) 2
 CK5968  NGVD 29 (10/08/91)   22.9    (m)           75.     (f) H LEVEL        
 CK5968
 CK5968.Superseded values are not recommended for survey control.
 CK5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5968.See file dsdata.txt to determine how the superseded data were derived.
 CK5968
 CK5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6367666888(NAD 83)
 CK5968_MARKER: DD = SURVEY DISK
 CK5968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5968+STABILITY: SURFACE MOTION
 CK5968
 CK5968  HISTORY     - Date     Condition        Report By
 CK5968  HISTORY     - 1982     MONUMENTED       GADT
 CK5968
 CK5968                          STATION DESCRIPTION
 CK5968
 CK5968'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5968'THE STATION IS LOCATED APPROXIMATELY 14.7 KM (9.1 MI) WEST OF
 CK5968'RINCON, 5.6 KM (3.5 MI) SOUTH OF GUYTON, AND IN THE SMALL
 CK5968'COMMUNITY OF PINEORA.
 CK5968'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5968'
 CK5968'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 CK5968'ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR 4.25 KM
 CK5968'(2.65 MI) TO THE PINEORA BAPTIST CHURCH ON THE RIGHT.  CONTINUE
 CK5968'GOING SOUTH ALONG STATE ROUTE 17 FOR 0.95 KM (0.6 MI) TO THE
 CK5968'JUNCTION OF PAVED COUNTY ROAD 157 CROSSING AND THE STATION ON THE
 CK5968'RIGHT.
 CK5968'
 CK5968'THE STATION IS A STANDARD GADT DISK
 CK5968'STAMPED---051-208 1982 RM 1---,
 CK5968'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5968'FLUSH WITH GROUND.  IT IS LOCATED
 CK5968'7.92 METERS (26.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK5968'PAVED COUNTY ROAD 157,
 CK5968'9.66 METERS (31.7 FT) NORTH FROM A SQUARE CONCRETE POST,
 CK5968'26.06 METERS (85.50 FT) SOUTH FROM A SQUARE CONCRETE POST TO
 CK5968'THE NORTH OF THE ROAD, AND
 CK5968'0.94 METER (3.1 FT) NORTH-NORTHEAST FROM A WITNESS POST
 CK5968'
 CK5968'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5968'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5968'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5968'
 CK5968'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5969 ***********************************************************************
 CK5969  DESIGNATION -  BV 051 209
 CK5969  PID         -  CK5969
 CK5969  STATE/COUNTY-  GA/EFFINGHAM
 CK5969  USGS QUAD   -  GUYTON (1978)
 CK5969
 CK5969                         *CURRENT SURVEY CONTROL
 CK5969  ___________________________________________________________________
 CK5969* NAD 83(1994)-  32 16 33.92473(N)    081 22 45.93512(W)     ADJUSTED  
 CK5969* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 CK5969  ___________________________________________________________________
 CK5969  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 CK5969  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 CK5969
 CK5969  HORZ ORDER  -  SECOND
 CK5969
 CK5969.The horizontal coordinates were established by classical geodetic methods
 CK5969.and adjusted by the National Geodetic Survey in September 1997..
 CK5969
 CK5969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5969
 CK5969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5969
 CK5969.The geoid height was determined by GEOID03.
 CK5969
 CK5969;                    North         East     Units Scale Factor Converg.
 CK5969;SPC GA E     -   252,601.296   274,158.627   MT  0.99996780   +0 25 13.5
 CK5969;SPC GA E     -   828,742.75    899,468.76   sFT  0.99996780   +0 25 13.5
 CK5969;UTM  17      - 3,571,102.055   464,268.841   MT  0.99961574   -0 12 09.4
 CK5969
 CK5969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5969!SPC GA E     -   1.00000101  x   0.99996780  =   0.99996881
 CK5969!UTM  17      -   1.00000101  x   0.99961574  =   0.99961675
 CK5969
 CK5969                          SUPERSEDED SURVEY CONTROL
 CK5969
 CK5969  NAD 83(1986)-  32 16 33.94157(N)    081 22 45.94115(W) AD(       ) 2
 CK5969  NGVD 29 (10/08/91)   24.5    (m)           80.     (f) VERT ANG       
 CK5969
 CK5969.Superseded values are not recommended for survey control.
 CK5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5969.See file dsdata.txt to determine how the superseded data were derived.
 CK5969
 CK5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6426971102(NAD 83)
 CK5969_MARKER: DD = SURVEY DISK
 CK5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5969+STABILITY: SURFACE MOTION
 CK5969
 CK5969  HISTORY     - Date     Condition        Report By
 CK5969  HISTORY     - 1982     MONUMENTED       GADT
 CK5969
 CK5969                          STATION DESCRIPTION
 CK5969
 CK5969'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5969'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI)
 CK5969'SOUTH-SOUTHEAST OF PINEORA, 10.5 KM (6.5 MI) SOUTH-SOUTHEAST OF
 CK5969'GUYTON, AND 14.5 KM (9 MI) WEST-SOUTHWEST OF RINCON.
 CK5969'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5969'
 CK5969'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5969'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5969'5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 157
 CK5969'CROSSING.  CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 4.5 KM
 CK5969'(2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 179 TO THE LEFT
 CK5969'AND THE STATION ON THE RIGHT.
 CK5969'
 CK5969'THE STATION IS A STANDARD GADT DISK
 CK5969'STAMPED---051-209 1982---,
 CK5969'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5969'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5969'6.8 METERS (22.30 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5969'16.43 METERS (53.90 FT) SOUTH FROM THE SOUTH END OF AN 18 INCH
 CK5969'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH,
 CK5969'24.81 METERS (81.40 FT) NORTH FROM THE NORTH END OF ANOTHER
 CK5969'18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 CK5969'23.8 METERS (78.10 FT) NORTH-NORTHEAST FROM AN UNDERGROUND
 CK5969'TELEPHONE CABLE PEDESTAL AT A BRACE POLE, AND
 CK5969'1.01 METERS (3.3 FT) EAST FROM A WITNESS POST.
 CK5969'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5969'STAMPED---051-209 1982---,
 CK5969'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5969'
 CK5969'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5969'STAMPED---051-209 1982 RM 1---,
 CK5969'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5969'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5969'14.17 METERS (46.50 FT) EAST FROM THE CENTERLINE OF STATE ROUTE
 CK5969'17,
 CK5969'11.73 METERS (38.50 FT) SOUTHEAST FROM THE SOUTH END OF AN 18
 CK5969'INCH CONCRETE PIPE UNDER DIRT COUNTY ROAD 179,
 CK5969'25.45 METERS (83.50 FT) EAST-SOUTHEAST FROM THE SOUTH END OF
 CK5969'ANOTHER 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE
 CK5969'WEST OF STATE ROUTE 17, AND
 CK5969'1.37 METERS (4.5 FT) WEST FROM A WITNESS POST.
 CK5969'MARK IS ABOVE STATION 0.61 METERS.
 CK5969'
 CK5969'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5969'STAMPED---051-209 1982 AZ MK---,
 CK5969'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5969'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5969'7.96 METERS (26.10 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5969'23.68 METERS (77.70 FT) EAST-SOUTHEAST FROM THE SOUTH END OF AN
 CK5969'18 INCH CONCRETE PIPE UNDER A RAMP TO THE WEST OF STATE ROUTE 17,
 CK5969'41.30 METERS (135.5 FT) NORTH-NORTHEAST FROM THE EAST END OF A
 CK5969'36 INCH CONCRETE PIPE UNDER STATE ROUTE 17, AND
 CK5969'1.01 METERS (3.3 FT) WEST FROM A WITNESS POST.
 CK5969'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5969'STAMPED---051-209 1982 AZ MK---,
 CK5969'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK5969'SURFACE OF THE GROUND.
 CK5969'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG
 CK5969'STATE ROUTE 17 FOR 1.15 KM (0.7 MI) TO THE AZIMUTH MARK ON
 CK5969'THE LEFT.
 CK5969'
 CK5969'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5969'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5969'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5969'
 CK5969'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5970 ***********************************************************************
 CK5970  DESIGNATION -  BV 051 209 AZ MK
 CK5970  PID         -  CK5970
 CK5970  STATE/COUNTY-  GA/EFFINGHAM
 CK5970  USGS QUAD   -  GUYTON (1978)
 CK5970
 CK5970                         *CURRENT SURVEY CONTROL
 CK5970  ___________________________________________________________________
 CK5970* NAD 83(1994)-  32 16 17.83852(N)    081 23 24.09318(W)     ADJUSTED  
 CK5970* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 CK5970  ___________________________________________________________________
 CK5970  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK5970  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 CK5970
 CK5970  HORZ ORDER  -  SECOND
 CK5970
 CK5970.The horizontal coordinates were established by classical geodetic methods
 CK5970.and adjusted by the National Geodetic Survey in September 1997..
 CK5970
 CK5970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5970
 CK5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5970
 CK5970.The geoid height was determined by GEOID03.
 CK5970
 CK5970;                    North         East     Units Scale Factor Converg.
 CK5970;SPC GA E     -   252,098.542   273,163.709   MT  0.99996599   +0 24 52.9
 CK5970;SPC GA E     -   827,093.30    896,204.60   sFT  0.99996599   +0 24 52.9
 CK5970;UTM  17      - 3,570,610.320   463,268.867   MT  0.99961664   -0 12 29.7
 CK5970
 CK5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5970!SPC GA E     -   1.00000185  x   0.99996599  =   0.99996784
 CK5970!UTM  17      -   1.00000185  x   0.99961664  =   0.99961849
 CK5970
 CK5970                          SUPERSEDED SURVEY CONTROL
 CK5970
 CK5970  NAD 83(1986)-  32 16 17.85552(N)    081 23 24.09931(W) AD(       ) 2
 CK5970  NGVD 29 (10/08/91)   19.2    (m)           63.     (f) VERT ANG       
 CK5970
 CK5970.Superseded values are not recommended for survey control.
 CK5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5970.See file dsdata.txt to determine how the superseded data were derived.
 CK5970
 CK5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6326970610(NAD 83)
 CK5970_MARKER: DD = SURVEY DISK
 CK5970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5970+STABILITY: SURFACE MOTION
 CK5970
 CK5970  HISTORY     - Date     Condition        Report By
 CK5970  HISTORY     - 1982     MONUMENTED       GADT
 CK5970
 CK5970                          STATION DESCRIPTION
 CK5970
 CK5970'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5970'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTH-SOUTHEAST OF
 CK5970'PINEORA, 11 KM (6.8 MI) SOUTH OF GUYTON, AND 14.2 KM (8.8 MI)
 CK5970'WEST-SOUTHWEST OF RINCON.
 CK5970'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5970'
 CK5970'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5970'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5970'5.25 KM (3.25 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 157
 CK5970'CROSSING.  CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 4.5
 CK5970'KM (2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 179 TO THE
 CK5970'LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 1.15 KM
 CK5970'(0.7 MI) TO THE STATION ON THE LEFT.
 CK5970'
 CK5970'THE STATION IS A STANDARD GADT DISK
 CK5970'STAMPED---051-209 1982 AZ MK---,
 CK5970'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5970'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5970'7.96 METERS (26.10 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5970'23.68 METERS (77.70 FT) EAST-SOUTHEAST FROM THE SOUTH END OF AN
 CK5970'18 INCH CONCRETE PIPE UNDER A RAMP TO THE WEST OF STATE ROUTE 17,
 CK5970'41.30 METERS (135.5 FT) NORTH-NORTHEAST FROM THE EAST END OF A
 CK5970'36 INCH CONCRETE PIPE UNDER STATE ROUTE 17, AND
 CK5970'1.01 METERS (3.3 FT) WEST FROM A WITNESS POST.
 CK5970'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5970'STAMPED---051-209 1982 AZ MK---,
 CK5970'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5970'
 CK5970'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5970'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5970'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5970'
 CK5970'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5971 ***********************************************************************
 CK5971  DESIGNATION -  BV 051 209 RM 1
 CK5971  PID         -  CK5971
 CK5971  STATE/COUNTY-  GA/EFFINGHAM
 CK5971  USGS QUAD   -  GUYTON (1978)
 CK5971
 CK5971                         *CURRENT SURVEY CONTROL
 CK5971  ___________________________________________________________________
 CK5971* NAD 83(1994)-  32 16 33.38233(N)    081 22 45.29786(W)     ADJUSTED  
 CK5971* NAVD 88     -        24.2    (meters)      79.     (feet)  VERTCON   
 CK5971  ___________________________________________________________________
 CK5971  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 CK5971  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 CK5971
 CK5971  HORZ ORDER  -  SECOND
 CK5971
 CK5971.The horizontal coordinates were established by classical geodetic methods
 CK5971.and adjusted by the National Geodetic Survey in September 1997..
 CK5971
 CK5971.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5971
 CK5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5971
 CK5971.The geoid height was determined by GEOID03.
 CK5971
 CK5971;                    North         East     Units Scale Factor Converg.
 CK5971;SPC GA E     -   252,584.712   274,175.425   MT  0.99996783   +0 25 13.8
 CK5971;SPC GA E     -   828,688.34    899,523.87   sFT  0.99996783   +0 25 13.8
 CK5971;UTM  17      - 3,571,085.295   464,285.452   MT  0.99961573   -0 12 09.1
 CK5971
 CK5971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5971!SPC GA E     -   1.00000103  x   0.99996783  =   0.99996886
 CK5971!UTM  17      -   1.00000103  x   0.99961573  =   0.99961676
 CK5971
 CK5971                          SUPERSEDED SURVEY CONTROL
 CK5971
 CK5971  NAD 83(1986)-  32 16 33.39917(N)    081 22 45.30389(W) AD(       ) 2
 CK5971  NGVD 29 (10/08/91)   24.4    (m)           80.     (f) H LEVEL        
 CK5971
 CK5971.Superseded values are not recommended for survey control.
 CK5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5971.See file dsdata.txt to determine how the superseded data were derived.
 CK5971
 CK5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6428571085(NAD 83)
 CK5971_MARKER: DD = SURVEY DISK
 CK5971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5971+STABILITY: SURFACE MOTION
 CK5971
 CK5971  HISTORY     - Date     Condition        Report By
 CK5971  HISTORY     - 1982     MONUMENTED       GADT
 CK5971
 CK5971                          STATION DESCRIPTION
 CK5971
 CK5971'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5971'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI)
 CK5971'SOUTH-SOUTHEAST OF PINEORA, 10.5 KM (6.5 MI) SOUTH-SOUTHEAST
 CK5971'OF GUYTON, AND 14.5 KM (9 MI) WEST-SOUTHWEST OF RINCON.
 CK5971'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5971'
 CK5971'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5971'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5971'5.25 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 157
 CK5971'CROSSING.  CONTINUE GOING SOUTH ALONG STATE ROUTE 17  FOR 4.5
 CK5971'KM (2.8 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 179 TO THE
 CK5971'LEFT AND THE STATION ON THE LEFT.
 CK5971'
 CK5971'THE STATION IS A STANDARD GADT DISK
 CK5971'STAMPED---051-209 1982 RM 1---,
 CK5971'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5971'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5971'14.17 METERS (46.50 FT) EAST FROM THE CENTERLINE OF STATE ROUTE
 CK5971'17,
 CK5971'11.73 METERS (38.50 FT) SOUTHEAST FROM THE SOUTHEND OF AN 18
 CK5971'INCH CONCRETE PIPE UNDER COUNTY ROAD 179,
 CK5971'25.45 METERS (83.5 FT) EAST-SOUTHEAST FROM THE SOUTH END OF AN 18
 CK5971'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST OF STATE ROUTE 17,
 CK5971'AND
 CK5971'1.37 METERS (4.5 FT) WEST FROM A WITNESS POST.
 CK5971'
 CK5971'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5971'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5971'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5971'
 CK5971'DESCRRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6690 ***********************************************************************
 AH6690  DESIGNATION -  BV 051 21
 AH6690  PID         -  AH6690
 AH6690  STATE/COUNTY-  GA/EFFINGHAM
 AH6690  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6690
 AH6690                         *CURRENT SURVEY CONTROL
 AH6690  ___________________________________________________________________
 AH6690* NAD 83(1994)-  32 24 09.93618(N)    081 20 56.30424(W)     ADJUSTED  
 AH6690* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 AH6690  ___________________________________________________________________
 AH6690  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AH6690  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AH6690
 AH6690  HORZ ORDER  -  SECOND
 AH6690
 AH6690.The horizontal coordinates were established by classical geodetic methods
 AH6690.and adjusted by the National Geodetic Survey in August 1998..
 AH6690
 AH6690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6690
 AH6690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6690
 AH6690.The geoid height was determined by GEOID03.
 AH6690
 AH6690;                    North         East     Units Scale Factor Converg.
 AH6690;SPC GA E     -   266,668.735   276,920.169   MT  0.99997294   +0 26 17.5
 AH6690;SPC GA E     -   874,895.67    908,528.92   sFT  0.99997294   +0 26 17.5
 AH6690;UTM  17      - 3,585,133.584   467,182.413   MT  0.99961328   -0 11 13.2
 AH6690
 AH6690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6690!SPC GA E     -   1.00000032  x   0.99997294  =   0.99997326
 AH6690!UTM  17      -   1.00000032  x   0.99961328  =   0.99961360
 AH6690
 AH6690                          SUPERSEDED SURVEY CONTROL
 AH6690
 AH6690  NGVD 29 (08/21/98)   29.1    (m)           95.     (f) VERT ANG       
 AH6690
 AH6690.Superseded values are not recommended for survey control.
 AH6690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6690.See file dsdata.txt to determine how the superseded data were derived.
 AH6690
 AH6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6718285134(NAD 83)
 AH6690_MARKER: DD = SURVEY DISK
 AH6690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6690_PROJECTION: FLUSH
 AH6690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6690+STABILITY: SURFACE MOTION
 AH6690
 AH6690  HISTORY     - Date     Condition        Report By
 AH6690  HISTORY     - 1982     MONUMENTED       GADT
 AH6690
 AH6690                          STATION DESCRIPTION
 AH6690
 AH6690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6690'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI) NORTHEAST FROM
 AH6690'SPRINGFIELD, AND 9.95 KM (6.3 MI) SOUTHEAST FROM SHAWNEE.
 AH6690'OWNERSHIP--STATE RIGHT OF WAY.
 AH6690'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6690'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6690'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6690'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6690'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6690'4.2 KM (2.6 MI) TO THE STATION ON THE LEFT.
 AH6690'THE STATION IS A STANDARD GADT DISK STAMPED---051-21---, SET INTO THE
 AH6690'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6690'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 4.69 METERS (15.4
 AH6690'FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 14.02 METERS (46 FT)
 AH6690'EAST FROM A RIGHT OF WAY MARKER, 39.05 METERS (128.1 FT) SOUTHEAST
 AH6690'FROM THE SOUTHEAST END OF A PIPE, 35.06 METERS (115 FT) SOUTH FROM A
 AH6690'POWER POLE, 40.67 METERS (133.4 FT) NORTHWEST FROM AN UNDERGROUND
 AH6690'TELEPHONE CABLE PEDESTAL, AND 0.91 METER (3 FT) NORTHEAST FROM A
 AH6690'WITNESS POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6690'STAMPED---051-21---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6690'BELOW THE SURFACE OF THE GROUND.
 AH6690'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5972 ***********************************************************************
 CK5972  DESIGNATION -  BV 051 210
 CK5972  PID         -  CK5972
 CK5972  STATE/COUNTY-  GA/EFFINGHAM
 CK5972  USGS QUAD   -  MELDRIM (1976)
 CK5972
 CK5972                         *CURRENT SURVEY CONTROL
 CK5972  ___________________________________________________________________
 CK5972* NAD 83(1994)-  32 14 32.30038(N)    081 20 25.24511(W)     ADJUSTED  
 CK5972* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 CK5972  ___________________________________________________________________
 CK5972  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CK5972  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 CK5972
 CK5972  HORZ ORDER  -  SECOND
 CK5972
 CK5972.The horizontal coordinates were established by classical geodetic methods
 CK5972.and adjusted by the National Geodetic Survey in September 1997..
 CK5972
 CK5972.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5972
 CK5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5972
 CK5972.The geoid height was determined by GEOID03.
 CK5972
 CK5972;                    North         East     Units Scale Factor Converg.
 CK5972;SPC GA E     -   248,882.773   277,868.992   MT  0.99997475   +0 26 27.1
 CK5972;SPC GA E     -   816,542.90    911,641.85   sFT  0.99997475   +0 26 27.1
 CK5972;UTM  17      - 3,567,344.767   467,937.263   MT  0.99961268   -0 10 53.7
 CK5972
 CK5972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5972!SPC GA E     -   1.00000113  x   0.99997475  =   0.99997588
 CK5972!UTM  17      -   1.00000113  x   0.99961268  =   0.99961381
 CK5972
 CK5972|---------------------------------------------------------------------|
 CK5972| PID    Reference Object                     Distance      Geod. Az  |
 CK5972|                                                           dddmmss.s |
 CK5972| CK5974 BV 051 210 RM 1                      15.192 METERS 29333     |
 CK5972|---------------------------------------------------------------------|
 CK5972
 CK5972                          SUPERSEDED SURVEY CONTROL
 CK5972
 CK5972  NAD 83(1986)-  32 14 32.31669(N)    081 20 25.25180(W) AD(       ) 2
 CK5972  NGVD 29 (10/08/91)   23.9    (m)           78.     (f) VERT ANG       
 CK5972
 CK5972.Superseded values are not recommended for survey control.
 CK5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5972.See file dsdata.txt to determine how the superseded data were derived.
 CK5972
 CK5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6793767345(NAD 83)
 CK5972_MARKER: DD = SURVEY DISK
 CK5972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5972+STABILITY: SURFACE MOTION
 CK5972
 CK5972  HISTORY     - Date     Condition        Report By
 CK5972  HISTORY     - 1982     MONUMENTED       GADT
 CK5972
 CK5972                          STATION DESCRIPTION
 CK5972
 CK5972'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5972'THE STATION IS LOCATED APPROXIMATELY 11.5 KM (7.15 MI)
 CK5972'SOUTH-SOUTHEAST OF GUYTON, 11.65 KM (7.25 MI) SOUTHWEST FROM
 CK5972'RINCON, AND 12.8 KM (7.95 MI) NORTH-NORTHWEST FROM BLOOMINGDALE.
 CK5972'OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 CK5972'
 CK5972'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5972'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17
 CK5972'FOR 4.35 KM (2.7 MI) TO THE PINEORA BAPTIST CHURCH ON THE RIGHT.
 CK5972'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.95 KM (0.6 MI)
 CK5972'TO THE JUNCTION OF PAVED COUNTY ROAD 157 CROSSING.  TURN LEFT
 CK5972'GOING SOUTHEAST ALONG COUNTY ROAD 157 FOR 6.5 KM (4.05 MI) TO
 CK5972'THE JUNCTION OF DIRT COUNTY ROAD 175 CROSSING.  CONTINUE GOING
 CK5972'SOUTHEAST ALONG COUNTY ROAD 157 FOR 0.3 KM (0.2 MI) TO THE
 CK5972'STATION ON THE RIGHT.
 CK5972'
 CK5972'THE STATION IS A STANDARD GADT DISK
 CK5972'STAMPED---051-210 1982---,
 CK5972'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5972'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5972'6.55 METERS (21.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK5972'PAVED COUNTY ROAD 157,
 CK5972'14.05 METERS (46.10 FT) NORTH FROM A POWER POLE,
 CK5972'21.79 METERS (71.50 FT) NORTHWEST FROM THE NORTH END OF AN 18
 CK5972'INCH SIDE DRAIN CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 CK5972'26.97 METERS (88.50 FT) NORTHWEST FROM THE SOUTH END OF THE 18
 CK5972'INCH SIDE DRAIN CONCRETE PIPE TO THE EAST,
 CK5972'28.8 METERS (94.50 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE
 CK5972'CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD, AND
 CK5972'0.91 METER (3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5972'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5972'STAMPED---051-210 1982---,
 CK5972'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5972'
 CK5972'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5972'STAMPED---051-210 1982 RM 1---,
 CK5972'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5972'FLUSH WITH GROUND.  IT IS LOCATED
 CK5972'12.25 METERS (40.2 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK5972'COUNTY ROAD 157,
 CK5972'27.74 METERS (91 FT) NORTH-NORTHWEST FROM THE POWER POLE,
 CK5972'36.24 METERS (118.9 FT) NORTHWEST FROM THE NORTH END OF THE 18
 CK5972'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST, AND
 CK5972'0.91 METER (3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5972'MARK IS ABOVE STATION 0.60 METERS.
 CK5972'
 CK5972'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5972'STAMPED---051-210 1982 AZ MK---,
 CK5972'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5972'FLUSH WITH GROUND.  IT IS LOCATED
 CK5972'6.58 METERS (21.6 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5972'COUNTY ROAD 157,
 CK5972'7.32 METERS (24 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF A 15
 CK5972'INCH CONCRETE SIDE DRAIN PIPE,
 CK5972'2.35 METERS (7.7 FT) WEST FROM THE SOUTH END OF THE 15 INCH
 CK5972'CONCRETE PIPE,
 CK5972'24.35 METERS (79.9 FT) NORTHEAST FROM A SQUARE CONCRETE PROPERTY
 CK5972'MARKER TO THE WEST OF THE ROAD, AND
 CK5972'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5972'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5972'STAMPED---051-210 1982 AZ MK---,
 CK5972'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK5972'SURFACE OF THE GROUND.
 CK5972'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 CK5972'PAVED COUNTY ROAD 157 FOR 1.45 KM (0.9 MI) TO THE AZIMUTH MARK
 CK5972'ON THE RIGHT.
 CK5972'
 CK5972'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5972'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5972'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5972'
 CK5972'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5973 ***********************************************************************
 CK5973  DESIGNATION -  BV 051 210 AZ MK
 CK5973  PID         -  CK5973
 CK5973  STATE/COUNTY-  GA/EFFINGHAM
 CK5973  USGS QUAD   -  MELDRIM (1976)
 CK5973
 CK5973                         *CURRENT SURVEY CONTROL
 CK5973  ___________________________________________________________________
 CK5973* NAD 83(1994)-  32 13 59.03855(N)    081 19 45.95876(W)     ADJUSTED  
 CK5973* NAVD 88     -        24.2    (meters)      79.     (feet)  VERTCON   
 CK5973  ___________________________________________________________________
 CK5973  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CK5973  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 CK5973
 CK5973  HORZ ORDER  -  SECOND
 CK5973
 CK5973.The horizontal coordinates were established by classical geodetic methods
 CK5973.and adjusted by the National Geodetic Survey in September 1997..
 CK5973.No horizontal observational check was made to the station.
 CK5973
 CK5973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5973
 CK5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5973
 CK5973.The geoid height was determined by GEOID03.
 CK5973
 CK5973;                    North         East     Units Scale Factor Converg.
 CK5973;SPC GA E     -   247,866.227   278,905.394   MT  0.99997675   +0 26 47.7
 CK5973;SPC GA E     -   813,207.78    915,042.11   sFT  0.99997675   +0 26 47.7
 CK5973;UTM  17      - 3,566,317.398   468,962.188   MT  0.99961188   -0 10 32.6
 CK5973
 CK5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5973!SPC GA E     -   1.00000104  x   0.99997675  =   0.99997779
 CK5973!UTM  17      -   1.00000104  x   0.99961188  =   0.99961292
 CK5973
 CK5973                          SUPERSEDED SURVEY CONTROL
 CK5973
 CK5973  NAD 83(1986)-  32 13 59.05470(N)    081 19 45.96562(W) AD(       ) 2
 CK5973  NGVD 29 (10/08/91)   24.4    (m)           80.     (f) VERT ANG       
 CK5973
 CK5973.Superseded values are not recommended for survey control.
 CK5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5973.See file dsdata.txt to determine how the superseded data were derived.
 CK5973
 CK5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6896266317(NAD 83)
 CK5973_MARKER: DD = SURVEY DISK
 CK5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5973+STABILITY: SURFACE MOTION
 CK5973
 CK5973  HISTORY     - Date     Condition        Report By
 CK5973  HISTORY     - 1982     MONUMENTED       GADT
 CK5973
 CK5973                          STATION DESCRIPTION
 CK5973
 CK5973'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5973'THE STATION IS LOCATED ABOUT 11.25 KM (7 MI) SOUTHWEST OF RINCON,
 CK5973'11.6 KM (7.2 MI) NORTH-NORTHWEST OF BLOOMINGDALE, AND 12.9 KM
 CK5973'(8.0 MI) SOUTH-SOUTHEAST OF GUYTON.
 CK5973'OWNERSHIP--EFFINGHAM COUNTY RIGHT OF WAY.
 CK5973'
 CK5973'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5973'STATE ROUTE 119 IN GUYTON, GO SOUTH ALONG STATE ROUTE 17 FOR
 CK5973'4.35 KM (2.7 MI) TO THE PINEORA BAPTIST CHURCH ON THE RIGHT.
 CK5973'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.95 KM (0.6 MI) TO
 CK5973'THE JUNCTION OF PAVED COUNTY ROAD 157 CROSSING.  TURN LEFT GOING
 CK5973'SOUTHEAST ALONG COUNTY ROAD 157 FOR 6.5 KM (4.05 MI) TO THE
 CK5973'JUNCTION OF DIRT COUNTY ROAD 175 CROSSING.  CONTINUE GOING
 CK5973'SOUTHEAST ALONG COUNTY ROAD 157 FOR 1.75 KM (1.1 MI) TO THE
 CK5973'STATION ON THE RIGHT.
 CK5973'
 CK5973'THE STATION IS A STANDARD GADT DISK
 CK5973'STAMPED---051-210 1982 AZ MK---,
 CK5973'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5973'FLUSH WITH GROUND.  IT IS LOCATED
 CK5973'6.58 METERS (21.60 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5973'COUNTY ROAD 157,
 CK5973'7.32 METERS (24 FT) SOUTH-SOUTHWEST FROM THE NORTH END OF A 15
 CK5973'INCH CONCRETE SIDE DRAIN PIPE,
 CK5973'2.35 METERS (7.7 FT) WEST FROM THE SOUTH END OF THE 15 INCH
 CK5973'CONCRETE PIPE,
 CK5973'24.35 METERS (79.9 FT) NORTHEAST FROM A SQUARE CONCRETE PROPERTY
 CK5973'MARKER TO THE WEST OF THE ROAD, AND
 CK5973'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5973'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5973'STAMPED---051-210 1982 AZ MK---,
 CK5973'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5973'
 CK5973'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5973'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5973'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5973'
 CK5973'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5975 ***********************************************************************
 CK5975  DESIGNATION -  BV 051 211
 CK5975  PID         -  CK5975
 CK5975  STATE/COUNTY-  GA/EFFINGHAM
 CK5975  USGS QUAD   -  RINCON (1979)
 CK5975
 CK5975                         *CURRENT SURVEY CONTROL
 CK5975  ___________________________________________________________________
 CK5975* NAD 83(1994)-  32 15 34.50506(N)    081 13 08.77473(W)     ADJUSTED  
 CK5975* NAVD 88     -        17.5    (meters)      57.     (feet)  VERTCON   
 CK5975  ___________________________________________________________________
 CK5975  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 CK5975  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 CK5975
 CK5975  HORZ ORDER  -  SECOND
 CK5975
 CK5975.The horizontal coordinates were established by classical geodetic methods
 CK5975.and adjusted by the National Geodetic Survey in September 1997..
 CK5975
 CK5975.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5975
 CK5975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5975
 CK5975.The geoid height was determined by GEOID03.
 CK5975
 CK5975;                    North         East     Units Scale Factor Converg.
 CK5975;SPC GA E     -   250,893.161   289,277.819   MT  0.99999826   +0 30 20.9
 CK5975;SPC GA E     -   823,138.65    949,072.31   sFT  0.99999826   +0 30 20.9
 CK5975;UTM  17      - 3,569,230.355   479,362.945   MT  0.99960525   -0 07 01.0
 CK5975
 CK5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5975!SPC GA E     -   1.00000213  x   0.99999826  =   1.00000039
 CK5975!UTM  17      -   1.00000213  x   0.99960525  =   0.99960738
 CK5975
 CK5975|---------------------------------------------------------------------|
 CK5975| PID    Reference Object                     Distance      Geod. Az  |
 CK5975|                                                           dddmmss.s |
 CK5975| CK5977 BV 051 211 RM 1                      15.371 METERS 15954     |
 CK5975|---------------------------------------------------------------------|
 CK5975
 CK5975                          SUPERSEDED SURVEY CONTROL
 CK5975
 CK5975  NAD 83(1986)-  32 15 34.52140(N)    081 13 08.77501(W) AD(       ) 2
 CK5975  NGVD 29 (10/08/91)   17.8    (m)           58.     (f) VERT ANG       
 CK5975
 CK5975.Superseded values are not recommended for survey control.
 CK5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5975.See file dsdata.txt to determine how the superseded data were derived.
 CK5975
 CK5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7936369230(NAD 83)
 CK5975_MARKER: DD = SURVEY DISK
 CK5975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5975+STABILITY: SURFACE MOTION
 CK5975
 CK5975  HISTORY     - Date     Condition        Report By
 CK5975  HISTORY     - 1982     MONUMENTED       GADT
 CK5975  HISTORY     - 20060201 GOOD             GADT
 CK5975
 CK5975                          STATION DESCRIPTION
 CK5975
 CK5975'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5975'THE STATION IS LOCATED APPROXIMATELY 4.1 KM (2.55 MI) SOUTH OF
 CK5975'RINCON, 15.95 KM (9.9 MI) NORTH-NORTHEAST OF BLOOMINGDALE, AND
 CK5975'18.6 KM (11.55 MI) EAST-SOUTHEAST OF GUYTON.
 CK5975'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5975'
 CK5975'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RINCON, GO
 CK5975'SOUTH ALONG STATE ROUTE 21 FOR 2.5 KM (1.55 MI) TO THE AZIMUTH
 CK5975'MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 21
 CK5975'FOR 1.85 KM (1.15 MI) TO THE STATION ON THE RIGHT.
 CK5975'
 CK5975'THE STATION IS A STANDARD GADT DISK
 CK5975'STAMPED---051-211 1982---,
 CK5975'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5975'FLUSH WITH GROUND.  IT IS LOCATED
 CK5975'11.25 METERS (36.9 FT) WEST FROM THE CENTERLINE OF STATE
 CK5975'ROUTE 21,
 CK5975'20.57 METERS (67.50 FT) SOUTH FROM THE SOUTH END OF AN 18 INCH
 CK5975'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH,
 CK5975'27.16 METERS (89.10 FT) SOUTH-SOUTHEAST FROM AN ELECTRIC LAMP
 CK5975'POST TO THE NORTH OF THE DRIVEWAY,
 CK5975'22.25 METERS (73 FT) SOUTH-SOUTHEAST FROM ANOTHER ELECTRIC LAMP
 CK5975'POST TO THE SOUTH OF THE DRIVEWAY,
 CK5975'2.83 METERS (9.3 FT) EAST-SOUTHEAST FROM A TELEPHONE POLE, AND
 CK5975'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK5975'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5975'STAMPED---051-211 1982---,
 CK5975'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5975'
 CK5975'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5975'STAMPED---051-211 1982 RM 1---,
 CK5975'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5975'FLUSH WITH GROUND.  IT IS LOCATED
 CK5975'13.55 METERS (43.8 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 21,
 CK5975'17.22 METERS (56.5 FT) SOUTH FROM THE TELEPHONE POLE,
 CK5975'35.88 METERS (117.7 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF
 CK5975'THE 18 INCH SIDE DRAIN CONCRETE PIPE UNDER THE DRIVEWAY TO THE
 CK5975'NORTH, AND
 CK5975'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK5975'MARK IS ABOVE STATION 0.15 METERS.
 CK5975'
 CK5975'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5975'STAMPED---051-211 1982 AZ MK---,
 CK5975'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5975'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5975'12.89 METERS (42.3 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 21,
 CK5975'29.72 METERS (97.50 FT) EAST-NORTHEAST FROM A 24 INCH TWIN PINE
 CK5975'TREE TO THE WEST OF THE ROAD,
 CK5975'1.49 METERS (4.9 FT) SOUTHWEST FROM A TELEPHONE POLE, AND
 CK5975'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK5975'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5975'STAMPED---051-211 1982 AZ MK---,
 CK5975'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK5975'
 CK5975'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5975'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5975'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5975'
 CK5975'DESCRIBED BY G.D. JOHNSON.
 CK5975
 CK5975                          STATION RECOVERY (2006)
 CK5975
 CK5975'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CK5975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5976 ***********************************************************************
 CK5976  DESIGNATION -  BV 051 211 AZ MK
 CK5976  PID         -  CK5976
 CK5976  STATE/COUNTY-  GA/EFFINGHAM
 CK5976  USGS QUAD   -  RINCON (1979)
 CK5976
 CK5976                         *CURRENT SURVEY CONTROL
 CK5976  ___________________________________________________________________
 CK5976* NAD 83(1994)-  32 16 25.49485(N)    081 13 39.42067(W)     ADJUSTED  
 CK5976* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 CK5976  ___________________________________________________________________
 CK5976  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 CK5976  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK5976
 CK5976  HORZ ORDER  -  SECOND
 CK5976
 CK5976.The horizontal coordinates were established by classical geodetic methods
 CK5976.and adjusted by the National Geodetic Survey in September 1997..
 CK5976
 CK5976.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5976
 CK5976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5976
 CK5976.The geoid height was determined by GEOID03.
 CK5976
 CK5976;                    North         East     Units Scale Factor Converg.
 CK5976;SPC GA E     -   252,456.695   288,461.986   MT  0.99999647   +0 30 05.2
 CK5976;SPC GA E     -   828,268.34    946,395.70   sFT  0.99999647   +0 30 05.2
 CK5976;UTM  17      - 3,570,802.048   478,564.470   MT  0.99960567   -0 07 17.5
 CK5976
 CK5976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5976!SPC GA E     -   1.00000171  x   0.99999647  =   0.99999818
 CK5976!UTM  17      -   1.00000171  x   0.99960567  =   0.99960738
 CK5976
 CK5976                          SUPERSEDED SURVEY CONTROL
 CK5976
 CK5976  NAD 83(1986)-  32 16 25.51161(N)    081 13 39.41999(W) AD(       ) 2
 CK5976  NGVD 29 (10/08/91)   20.4    (m)           67.     (f) VERT ANG       
 CK5976
 CK5976.Superseded values are not recommended for survey control.
 CK5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5976.See file dsdata.txt to determine how the superseded data were derived.
 CK5976
 CK5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7856470802(NAD 83)
 CK5976_MARKER: DD = SURVEY DISK
 CK5976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5976+STABILITY: SURFACE MOTION
 CK5976
 CK5976  HISTORY     - Date     Condition        Report By
 CK5976  HISTORY     - 1982     MONUMENTED       GADT
 CK5976
 CK5976                          STATION DESCRIPTION
 CK5976
 CK5976'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5976'THE STATION IS LOCATED ABOUT 2.35 KM (1.45 MI) SOUTH OF RINCON,
 CK5976'17.05 KM (10.6 MI) NORTH-NORTHEAST OF BLOOMINGDALE, AND
 CK5976'17.3 KM (10.75 MI) EAST-SOUTHEAST OF GUYTON.
 CK5976'
 CK5976'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RINCON, GO SOUTH
 CK5976'ALONG STATE ROUTE 21 FOR 2.5 KM (1.55 MI) TO THE STATION ON THE
 CK5976'LEFT.
 CK5976'
 CK5976'THE STATION IS A STANDARD GADT DISK
 CK5976'STAMPED---051-211 1982 AZ MK---,
 CK5976'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5976'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5976'12.89 METERS (42.3 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 21,
 CK5976'29.72 METERS (97.5 FT) EAST-NORTHEAST FROM A 24 INCH TWIN PINE
 CK5976'TREE TO THE WEST OF THE ROAD,
 CK5976'1.49 METERS (4.9 FT) SOUTHWEST FROM A TELEPHONE POLE, AND
 CK5976'0.91 METER (3 FT) WEST FROM A WITNESS POST.
 CK5976'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5976'STAMPED---051-211 1982 AZ MK---,
 CK5976'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5976'
 CK5976'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5976'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5976'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5976'
 CK5976'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5978 ***********************************************************************
 CK5978  DESIGNATION -  BV 051 212
 CK5978  PID         -  CK5978
 CK5978  STATE/COUNTY-  GA/EFFINGHAM
 CK5978  USGS QUAD   -  MELDRIM (1976)
 CK5978
 CK5978                         *CURRENT SURVEY CONTROL
 CK5978  ___________________________________________________________________
 CK5978* NAD 83(1994)-  32 11 37.28772(N)    081 21 35.79996(W)     ADJUSTED  
 CK5978* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 CK5978  ___________________________________________________________________
 CK5978  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK5978  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CK5978
 CK5978  HORZ ORDER  -  SECOND
 CK5978
 CK5978.The horizontal coordinates were established by classical geodetic methods
 CK5978.and adjusted by the National Geodetic Survey in September 1997..
 CK5978
 CK5978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5978
 CK5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5978
 CK5978.The geoid height was determined by GEOID03.
 CK5978
 CK5978;                    North         East     Units Scale Factor Converg.
 CK5978;SPC GA E     -   243,478.129   276,062.520   MT  0.99997132   +0 25 47.4
 CK5978;SPC GA E     -   798,811.16    905,715.12   sFT  0.99997132   +0 25 47.4
 CK5978;UTM  17      - 3,561,961.990   466,072.894   MT  0.99961419   -0 11 30.4
 CK5978
 CK5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5978!SPC GA E     -   1.00000169  x   0.99997132  =   0.99997301
 CK5978!UTM  17      -   1.00000169  x   0.99961419  =   0.99961587
 CK5978
 CK5978                          SUPERSEDED SURVEY CONTROL
 CK5978
 CK5978  NAD 83(1986)-  32 11 37.29971(N)    081 21 35.81032(W) AD(       ) 2
 CK5978  NGVD 29 (10/08/91)   20.3    (m)           67.     (f) VERT ANG       
 CK5978
 CK5978.Superseded values are not recommended for survey control.
 CK5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5978.See file dsdata.txt to determine how the superseded data were derived.
 CK5978
 CK5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6607361962(NAD 83)
 CK5978_MARKER: DD = SURVEY DISK
 CK5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5978+STABILITY: SURFACE MOTION
 CK5978
 CK5978  HISTORY     - Date     Condition        Report By
 CK5978  HISTORY     - 1982     MONUMENTED       GADT
 CK5978
 CK5978                          STATION DESCRIPTION
 CK5978
 CK5978'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5978'THE STATION IS LOCATED APPROXIMATELY 8.95 KM (5.55 MI) NORTHWEST
 CK5978'OF BLOOMINGDALE, 16.1 KM (10 MI) SOUTH OF GUYTON, AND 16.4 KM
 CK5978'(10.2 MI) SOUTHWEST OF RINCON.
 CK5978'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5978'
 CK5978'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5978'STATE ROUTE 30 LOCATED ABOUT 10.3 KM (6.4 MI) NORTHWEST
 CK5978'OF BLOOMINGDALE, GO SOUTH ALONG STATE ROUTE 17 FOR 0.9 KM (0.55
 CK5978'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 170 TO THE LEFT.
 CK5978'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.1 KM (0.05 MI)
 CK5978'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG
 CK5978'STATE ROUTE 17 FOR 0.55 KM (0.35 MI) TO THE STATION ON THE RIGHT.
 CK5978'
 CK5978'THE STATION IS A STANDARD GADT DISK
 CK5978'STAMPED---051-212 1982---,
 CK5978'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5978'FLUSH WITH GROUND.  IT IS LOCATED
 CK5978'14.17 METERS (46.50 FT) WEST FROM THE CENTERLINE OF STATE
 CK5978'ROUTE 17,
 CK5978'14.05 METERS (46.1 FT) SOUTH-SOUTHEAST FROM A RIGHT OF WAY
 CK5978'MARKER,
 CK5978'32.28 METERS (105.9 FT) SOUTHWEST FROM ANOTHER RIGHT OF WAY
 CK5978'MARKER TO THE EAST OF THE ROAD,
 CK5978'38.50 METERS (126.3 FT) SOUTH FROM THE SOUTH END OF AN
 CK5978'18 INCH CONCRETE PIPE UNDER A DIRT DRIVEWAY TO THE NORTH, AND
 CK5978'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 CK5978'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5978'STAMPED---051-212 1982---,
 CK5978'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5978'
 CK5978'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5978'STAMPED---051-212 1982 RM 1---,
 CK5978'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5978'FLUSH WITH GROUND.  IT IS LOCATED
 CK5978'12.80 METERS (42 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5978'7.10 METERS (23.3 FT) NORTH-NORTHEAST FROM A RIGHT OF WAY MARKER,
 CK5978'28.80 METERS (94.50 FT) WEST FROM THE RIGHT OF WAY MARKER TO THE
 CK5978'EAST OF THE ROAD, AND
 CK5978'17.86 METERS (58.60 FT) SOUTH FROM THE SOUTH END OF THE 18 INCH
 CK5978'CONCRETE PIPE UNDER THE DRIVEWAY TO THE NORTH.
 CK5978'NOTE--NO WITNESS POST AT PROPERTY OWNERS REQUEST.
 CK5978'MARK IS BELOW STATION 0.3 METERS.
 CK5978'
 CK5978'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5978'STAMPED---051-212 1982 AZ MK---,
 CK5978'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5978'FLUSH WITH GROUND.  IT IS LOCATED
 CK5978'15.12 METERS (49.60 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK5978'STATE ROUTE 17,
 CK5978'26.46 METERS (86.80 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A
 CK5978'15 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST OF THE ROAD,
 CK5978'28.8 METERS (94.50 FT) EAST-SOUTHEAST FROM THE NORTH END OF
 CK5978'THE 15 INCH CONCRETE PIPE UNDER THE DRIVEWAY TO THE WEST,
 CK5978'33.74 METERS (110.7 FT) SOUTH FROM AN UNDERGROUND TELEPHONE
 CK5978'CABLE PEDESTAL, AND
 CK5978'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5978'
 CK5978'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5978'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5978'STAMPED---051-212 1982 AZ MK---,
 CK5978'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK5978'SURFACE OF THE GROUND.
 CK5978'
 CK5978'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5978'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5978'
 CK5978'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5979 ***********************************************************************
 CK5979  DESIGNATION -  BV 051 212 AZ MK
 CK5979  PID         -  CK5979
 CK5979  STATE/COUNTY-  GA/EFFINGHAM
 CK5979  USGS QUAD   -  MELDRIM (1976)
 CK5979
 CK5979                         *CURRENT SURVEY CONTROL
 CK5979  ___________________________________________________________________
 CK5979* NAD 83(1994)-  32 11 55.48944(N)    081 21 37.84853(W)     ADJUSTED  
 CK5979* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 CK5979  ___________________________________________________________________
 CK5979  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CK5979  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CK5979
 CK5979  HORZ ORDER  -  SECOND
 CK5979
 CK5979.The horizontal coordinates were established by classical geodetic methods
 CK5979.and adjusted by the National Geodetic Survey in September 1997..
 CK5979
 CK5979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5979
 CK5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5979
 CK5979.The geoid height was determined by GEOID03.
 CK5979
 CK5979;                    North         East     Units Scale Factor Converg.
 CK5979;SPC GA E     -   244,038.360   276,004.662   MT  0.99997122   +0 25 46.5
 CK5979;SPC GA E     -   800,649.19    905,525.30   sFT  0.99997122   +0 25 46.5
 CK5979;UTM  17      - 3,562,522.615   466,021.136   MT  0.99961424   -0 11 31.6
 CK5979
 CK5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5979!SPC GA E     -   1.00000138  x   0.99997122  =   0.99997260
 CK5979!UTM  17      -   1.00000138  x   0.99961424  =   0.99961562
 CK5979
 CK5979                          SUPERSEDED SURVEY CONTROL
 CK5979
 CK5979  NAD 83(1986)-  32 11 55.50145(N)    081 21 37.85864(W) AD(       ) 2
 CK5979  NGVD 29 (10/08/91)   22.     (m)           72.     (f) VERT ANG       
 CK5979
 CK5979.Superseded values are not recommended for survey control.
 CK5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5979.See file dsdata.txt to determine how the superseded data were derived.
 CK5979
 CK5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6602162523(NAD 83)
 CK5979_MARKER: DD = SURVEY DISK
 CK5979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5979+STABILITY: SURFACE MOTION
 CK5979
 CK5979  HISTORY     - Date     Condition        Report By
 CK5979  HISTORY     - 1982     MONUMENTED       GADT
 CK5979
 CK5979                          STATION DESCRIPTION
 CK5979
 CK5979'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5979'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) NORTHWEST OF
 CK5979'BLOOMINGDALE, 15.8 KM (9.8 MI) SOUTH OF GUYTON, AND 16.2 KM
 CK5979'(10.05 MI) SOUTHWEST OF RINCON.
 CK5979'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5979'
 CK5979'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5979'STATE ROUTE 30 LOCATED ABOUT 10.3 KM (6.4 MI) NORTHWEST
 CK5979'OF BLOOMINGDALE, GO SOUTH ALONG STATE ROUTE 17 FOR 0.9 KM (0.55
 CK5979'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 170 TO THE LEFT.
 CK5979'CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 0.1 KM (0.05 MI)
 CK5979'TO THE STATION ON THE LEFT.
 CK5979'
 CK5979'THE STATION IS A STANDARD GADT DISK
 CK5979'STAMPED---051-212 1982 AZ MK---,
 CK5979'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5979'FLUSH WITH GROUND.  IT IS LOCATED
 CK5979'15.12 METERS (49.6 FT) EAST-NORTHEAST FROM THE CENTERLINE
 CK5979'OF STATE ROUTE 17,
 CK5979'26.46 METERS (86.8 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A
 CK5979'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST,
 CK5979'28.8 METERS (94.50 FT) EAST-SOUTHEAST FROM THE NORTH END OF
 CK5979'THE 15 INCH CONCRETE SIDE DRAIN PIPE UNDER THE DRIVEWAY TO THE
 CK5979'WEST,
 CK5979'33.74 METERS (110.7 FT) SOUTH FROM AN UNDERGROUND TELEPHONE
 CK5979'CABLE PEDESTAL , AND
 CK5979'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK5979'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5979'STAMPED---051-212 1982 AZ MK---,
 CK5979'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK5979'
 CK5979'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5979'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5979'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5979'
 CK5979'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5980 ***********************************************************************
 CK5980  DESIGNATION -  BV 051 212 RM 1
 CK5980  PID         -  CK5980
 CK5980  STATE/COUNTY-  GA/EFFINGHAM
 CK5980  USGS QUAD   -  MELDRIM (1976)
 CK5980
 CK5980                         *CURRENT SURVEY CONTROL
 CK5980  ___________________________________________________________________
 CK5980* NAD 83(1994)-  32 11 37.95638(N)    081 21 35.87453(W)     ADJUSTED  
 CK5980* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 CK5980  ___________________________________________________________________
 CK5980  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CK5980  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 CK5980
 CK5980  HORZ ORDER  -  SECOND
 CK5980
 CK5980.The horizontal coordinates were established by classical geodetic methods
 CK5980.and adjusted by the National Geodetic Survey in September 1997..
 CK5980
 CK5980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5980
 CK5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5980
 CK5980.The geoid height was determined by GEOID03.
 CK5980
 CK5980;                    North         East     Units Scale Factor Converg.
 CK5980;SPC GA E     -   243,498.710   276,060.412   MT  0.99997132   +0 25 47.4
 CK5980;SPC GA E     -   798,878.68    905,708.20   sFT  0.99997132   +0 25 47.4
 CK5980;UTM  17      - 3,561,982.585   466,071.010   MT  0.99961420   -0 11 30.4
 CK5980
 CK5980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5980!SPC GA E     -   1.00000169  x   0.99997132  =   0.99997301
 CK5980!UTM  17      -   1.00000169  x   0.99961420  =   0.99961589
 CK5980
 CK5980                          SUPERSEDED SURVEY CONTROL
 CK5980
 CK5980  NAD 83(1986)-  32 11 37.96837(N)    081 21 35.88488(W) AD(       ) 2
 CK5980  NGVD 29 (10/08/91)   20.2    (m)           66.     (f) H LEVEL        
 CK5980
 CK5980.Superseded values are not recommended for survey control.
 CK5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5980.See file dsdata.txt to determine how the superseded data were derived.
 CK5980
 CK5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6607161983(NAD 83)
 CK5980_MARKER: DD = SURVEY DISK
 CK5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5980+STABILITY: SURFACE MOTION
 CK5980
 CK5980  HISTORY     - Date     Condition        Report By
 CK5980  HISTORY     - 1982     MONUMENTED       GADT
 CK5980
 CK5980                          STATION DESCRIPTION
 CK5980
 CK5980'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5980'THE STATION IS LOCATED APPROXIMATELY 8.95 KM (5.55 MI) NORTHWEST
 CK5980'OF BLOOMINGDALE, 16.1 KM (10 MI) SOUTH OF GUYTON, AND 16.4 KM
 CK5980'(10.2 MI) SOUTHWEST OF RINCON.
 CK5980'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5980'
 CK5980'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK5980'STATE ROUTE 30 LOCATED ABOUT 10.3 KM (6.4 MI) NORTHWEST OF
 CK5980'BLOOMINGDALE, GO SOUTH ALONG STATE ROUTE 17 FOR 0.9 KM (0.55 MI)
 CK5980'TO THE JUNCTION OF DIRT COUNTY ROAD 170 TO THE LEFT.  CONTINUE
 CK5980'GOING SOUTH ALONG STATE ROUTE 17 FOR 0.65 KM (0.4 MI) TO THE
 CK5980'STATION ON THE RIGHT.
 CK5980'
 CK5980'THE STATION IS A STANDARD GADT DISK
 CK5980'STAMPED---051-212 1982 RM 1---,
 CK5980'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5980'FLUSH WITH GROUND.  IT IS LOCATED
 CK5980'12.80 METERS (42 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 17,
 CK5980'7.10 METERS (23.30 FT) NORTH-NORTHEAST FROM A RIGHT OF WAY MARKER,
 CK5980'28.80 METERS (94.50 FT) WEST FROM A RIGHT OF WAY MARKER TO THE
 CK5980'WEST OF THE ROAD, AND
 CK5980'17.86 METERS (58.60 FT) SOUTH FROM THE SOUTH END OF AN 18 INCH
 CK5980'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH.
 CK5980'NO WITNESS POST AT PROPERTY OWNERS REQUEST.
 CK5980'
 CK5980'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5980'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK5980'CUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5980'
 CK5980'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6459 ***********************************************************************
 CK6459  DESIGNATION -  BV 051 213
 CK6459  PID         -  CK6459
 CK6459  STATE/COUNTY-  GA/EFFINGHAM
 CK6459  USGS QUAD   -  MELDRIM SW (1976)
 CK6459
 CK6459                         *CURRENT SURVEY CONTROL
 CK6459  ___________________________________________________________________
 CK6459* NAD 83(1994)-  32 07 13.06443(N)    081 22 48.70375(W)     ADJUSTED  
 CK6459* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 CK6459  ___________________________________________________________________
 CK6459  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CK6459  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 CK6459
 CK6459  HORZ ORDER  -  SECOND
 CK6459
 CK6459.The horizontal coordinates were established by classical geodetic methods
 CK6459.and adjusted by the National Geodetic Survey in September 1997..
 CK6459
 CK6459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6459
 CK6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6459
 CK6459.The geoid height was determined by GEOID03.
 CK6459
 CK6459;                    North         East     Units Scale Factor Converg.
 CK6459;SPC GA E     -   235,325.684   274,212.539   MT  0.99996790   +0 25 05.5
 CK6459;SPC GA E     -   772,064.35    899,645.64   sFT  0.99996790   +0 25 05.5
 CK6459;UTM  17      - 3,553,832.957   464,135.355   MT  0.99961586   -0 12 07.7
 CK6459
 CK6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6459!SPC GA E     -   1.00000326  x   0.99996790  =   0.99997116
 CK6459!UTM  17      -   1.00000326  x   0.99961586  =   0.99961912
 CK6459
 CK6459|---------------------------------------------------------------------|
 CK6459| PID    Reference Object                     Distance      Geod. Az  |
 CK6459|                                                           dddmmss.s |
 CK6459| CK6460 BV 051 213 RM 1                      13.109 METERS 20151     |
 CK6459| CK6461 BV 051 213 AZ MK                    APPROX. 0.8 KM 3100222.7 |
 CK6459|---------------------------------------------------------------------|
 CK6459
 CK6459                          SUPERSEDED SURVEY CONTROL
 CK6459
 CK6459  NAD 83(1986)-  32 07 13.07636(N)    081 22 48.71609(W) AD(       ) 2
 CK6459  NGVD 29 (03/31/94)   10.2    (m)           33.     (f) VERT ANG       
 CK6459
 CK6459.Superseded values are not recommended for survey control.
 CK6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6459.See file dsdata.txt to determine how the superseded data were derived.
 CK6459
 CK6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6413553833(NAD 83)
 CK6459_MARKER: DD = SURVEY DISK
 CK6459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6459+STABILITY: SURFACE MOTION
 CK6459
 CK6459  HISTORY     - Date     Condition        Report By
 CK6459  HISTORY     - 1983     MONUMENTED       GADT
 CK6459
 CK6459                          STATION DESCRIPTION
 CK6459
 CK6459'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK6459'THE STATION IS LOCATED APPROXIMATELY 8.05 KM (5 MI) WEST FROM
 CK6459'BLOOMINGDALE, 12.7 KM (7.9 MI) WEST-NORTHWEST FROM POOLER, AND
 CK6459'17.95 KM (11.15 MI) SOUTH FROM PINEORA.
 CK6459'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6459'
 CK6459'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK6459'INTERSTATE HIGHWAY 16 LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHWEST
 CK6459'FROM BLOOMINGDALE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR
 CK6459'6.2 KM (3.85 MI) TO THE STATION ON THE LEFT ON THE SOUTH SIDE
 CK6459'OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 16.
 CK6459'
 CK6459'THE STATION IS A STANDARD GADT DISK
 CK6459'STAMPED---051 213 1982---,
 CK6459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6459'FLUSH WITH GROUND.  IT IS LOCATED
 CK6459'8.78 METERS (28.8 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 CK6459'BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6459'0.82 METER (2.7 FT) WEST FROM A REFLECTOR POST,
 CK6459'54.74 METERS (179.6 FT) NORTHEAST FROM AN 8 INCH PINE TREE, AND
 CK6459'0.91 METER (3 FT) NORTH FROM A WITNESS POST.
 CK6459'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6459'STAMPED---051-213 1982---,
 CK6459'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6459'
 CK6459'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6459'STAMPED---051-213 1982 RM 1---,
 CK6459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6459'FLUSH WITH GROUND.  IT IS LOCATED
 CK6459'21.98 METERS (72.1 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6459'EAST BOUND LANE OF INTERSTATE HIGHWAY 16,
 CK6459'13.78 METERS (45.2 FT) SOUTHWEST FROM THE REFLECTOR POST,
 CK6459'55.02 METERS (180.5 FT) EAST-SOUTHEAST FROM THE 8 INCH PINE TREE,
 CK6459'AND
 CK6459'0.91 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK6459'MARK IS BELOW STATION 1.800 METERS.
 CK6459'
 CK6459'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6459'STAMPED---051-213 1982 AZ MK---,
 CK6459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6459'FLUSH WITH GROUND.  IT IS LOCATED
 CK6459'11.22 METERS (36.8 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6459'PAVED COUNTY ROAD 91868 (OLD RIVER ROAD),
 CK6459'6.8 METERS (22.3 FT) EAST-SOUTHEAST FROM THE NORTHEAST END OF
 CK6459'THE BRIDGE OVER INTERSTATE HIGHWAY 16,
 CK6459'7.56 METERS (24.8 FT) SOUTHEAST FROM THE CENTER OF A MAN HOLE
 CK6459'COVER ON THE EAST SIDE OF THE BRIDGE,
 CK6459'32.37 METERS (106.2 FT) SOUTH-SOUTHWEST FROM THE END GUARD RAIL
 CK6459'(NORTH END) ON THE EAST SIDE OF THE ROAD, AND
 CK6459'0.91 METER (3 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK6459'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6459'STAMPED---051-213 1982 AZ MK---,
 CK6459'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 CK6459'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG
 CK6459'INTERSTATE HIGHWAY 16 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF
 CK6459'PAVED COUNTY ROAD 91868 OVERHEAD BRIDGE AND THE AZIMUTH MARK
 CK6459'NEAR THE NORTHEAST END OF THE BRIDGE ON THE EAST SIDE OF
 CK6459'COUNTY ROAD 91868.
 CK6459'
 CK6459'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6459'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP EFFINGHAM
 CK6459'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6459'
 CK6459'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6461 ***********************************************************************
 CK6461  DESIGNATION -  BV 051 213 AZ MK
 CK6461  PID         -  CK6461
 CK6461  STATE/COUNTY-  GA/EFFINGHAM
 CK6461  USGS QUAD   -  EDEN (1976)
 CK6461
 CK6461                         *CURRENT SURVEY CONTROL
 CK6461  ___________________________________________________________________
 CK6461* NAD 83(1994)-  32 07 30.08276(N)    081 23 12.50436(W)     ADJUSTED  
 CK6461* NAVD 88     -        16.3    (meters)      53.     (feet)  VERTCON   
 CK6461  ___________________________________________________________________
 CK6461  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CK6461  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 CK6461
 CK6461  HORZ ORDER  -  SECOND
 CK6461
 CK6461.The horizontal coordinates were established by classical geodetic methods
 CK6461.and adjusted by the National Geodetic Survey in September 1997..
 CK6461.No horizontal observational check was made to the station.
 CK6461
 CK6461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6461
 CK6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6461
 CK6461.The geoid height was determined by GEOID03.
 CK6461
 CK6461;                    North         East     Units Scale Factor Converg.
 CK6461;SPC GA E     -   235,845.326   273,584.879   MT  0.99996675   +0 24 53.0
 CK6461;SPC GA E     -   773,769.21    897,586.39   sFT  0.99996675   +0 24 53.0
 CK6461;UTM  17      - 3,554,359.179   463,513.576   MT  0.99961642   -0 12 20.5
 CK6461
 CK6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6461!SPC GA E     -   1.00000226  x   0.99996675  =   0.99996901
 CK6461!UTM  17      -   1.00000226  x   0.99961642  =   0.99961868
 CK6461
 CK6461                          SUPERSEDED SURVEY CONTROL
 CK6461
 CK6461  NAD 83(1986)-  32 07 30.09475(N)    081 23 12.51665(W) AD(       ) 2
 CK6461  NGVD 29 (03/31/94)   16.6    (m)           54.     (f) VERT ANG       
 CK6461
 CK6461.Superseded values are not recommended for survey control.
 CK6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6461.See file dsdata.txt to determine how the superseded data were derived.
 CK6461
 CK6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6351454359(NAD 83)
 CK6461_MARKER: DD = SURVEY DISK
 CK6461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6461+STABILITY: SURFACE MOTION
 CK6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6461+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 CK6461
 CK6461  HISTORY     - Date     Condition        Report By
 CK6461  HISTORY     - 1982     MONUMENTED       GADT
 CK6461  HISTORY     - 20050421 GOOD             GEOCAC
 CK6461
 CK6461                          STATION DESCRIPTION
 CK6461
 CK6461'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6461'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI) WEST FROM
 CK6461'BLOOMINGDALE, 12.95 KM (8.05 MI) WEST-NORTHWEST FROM POOLER,
 CK6461'AND 17.7 KM (11 MI) SOUTH FROM PINEORA.
 CK6461'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6461'
 CK6461'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 CK6461'INTERSTATE HIGHWAY 16, LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHWEST
 CK6461'FROM BLOOMINGDALE, GO WEST ALONG INTERSTATE HIGHWAY 16 FOR
 CK6461'6.6 KM (4.1 MI) TO THE STATION ON THE RIGHT AT THE JUNCTION
 CK6461'OF PAVED COUNTY ROAD 91868 OVERHEAD BRIDGE AND INTERSTATE
 CK6461'HIGHWAY 16.
 CK6461'
 CK6461'THE STATION IS A STANDARD GADT DISK
 CK6461'STAMPED---051-213 1982 AZ MK---,
 CK6461'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6461'FLUSH WITH GROUND.  IT IS LOCATED
 CK6461'11.22 METERS (36.8 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6461'PAVED COUNTY ROAD 91868 (OLD RIVER ROAD),
 CK6461'6.8 METERS (22.3 FT) EAST-SOUTHEAST FROM THE NORTH END OF THE
 CK6461'EAST PARAPET END OF THE BRIDGE OVER INTERSTATE HIGHWAY 16,
 CK6461'7.56 METERS (24.8 FT) SOUTHEAST FROM THE CENTER OF A MAN-HOLE
 CK6461'COVER LOCATED ON THE NORTH END OF THE BRIDGE AND ON THE EAST
 CK6461'SIDE OF PAVED COUNTY ROAD 91868,
 CK6461'32.37 METERS (106.2 FT) SOUTH FROM THE NORTH END OF THE GUARD
 CK6461'RAIL ON THE NORTH END OF THE BRIDGE AND ON THE EAST SIDE OF THE
 CK6461'ROAD, AND
 CK6461'0.91 METER (3 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CK6461'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6461'STAMPED---051-213 1982 AZ MK---,
 CK6461'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6461'
 CK6461'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6461'
 CK6461'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EFFINGHAM
 CK6461'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6461'
 CK6461'DESCRIBED BY G.D. JOHNSON.
 CK6461
 CK6461                          STATION RECOVERY (2005)
 CK6461
 CK6461'RECOVERY NOTE BY GEOCACHING 2005 (MAB)
 CK6461'APPROXIMATLEY 20 FT EAST OF THE NORTHEAST CORNER OF THE OLD RIVER ROAD
 CK6461'BRIDGE OVER I-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6691 ***********************************************************************
 AH6691  DESIGNATION -  BV 051 22
 AH6691  PID         -  AH6691
 AH6691  STATE/COUNTY-  GA/EFFINGHAM
 AH6691  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6691
 AH6691                         *CURRENT SURVEY CONTROL
 AH6691  ___________________________________________________________________
 AH6691* NAD 83(1994)-  32 24 48.72405(N)    081 21 33.63550(W)     ADJUSTED  
 AH6691* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 AH6691  ___________________________________________________________________
 AH6691  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AH6691  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AH6691
 AH6691  HORZ ORDER  -  SECOND
 AH6691
 AH6691.The horizontal coordinates were established by classical geodetic methods
 AH6691.and adjusted by the National Geodetic Survey in August 1998..
 AH6691
 AH6691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6691
 AH6691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6691
 AH6691.The geoid height was determined by GEOID03.
 AH6691
 AH6691;                    North         East     Units Scale Factor Converg.
 AH6691;SPC GA E     -   267,856.070   275,935.635   MT  0.99997108   +0 25 58.0
 AH6691;SPC GA E     -   878,791.12    905,298.83   sFT  0.99997108   +0 25 58.0
 AH6691;UTM  17      - 3,586,331.163   466,211.243   MT  0.99961408   -0 11 33.4
 AH6691
 AH6691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6691!SPC GA E     -   1.00000031  x   0.99997108  =   0.99997139
 AH6691!UTM  17      -   1.00000031  x   0.99961408  =   0.99961439
 AH6691
 AH6691                          SUPERSEDED SURVEY CONTROL
 AH6691
 AH6691  NGVD 29 (08/21/98)   29.1    (m)           95.     (f) VERT ANG       
 AH6691
 AH6691.Superseded values are not recommended for survey control.
 AH6691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6691.See file dsdata.txt to determine how the superseded data were derived.
 AH6691
 AH6691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6621186331(NAD 83)
 AH6691_MARKER: DD = SURVEY DISK
 AH6691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6691_PROJECTION: FLUSH
 AH6691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6691+STABILITY: SURFACE MOTION
 AH6691
 AH6691  HISTORY     - Date     Condition        Report By
 AH6691  HISTORY     - 1982     MONUMENTED       GADT
 AH6691
 AH6691                          STATION DESCRIPTION
 AH6691
 AH6691'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6691'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) NORTH FROM SPRINGFIELD,
 AH6691'AND 8.05 KM (5 MI) SOUTHEAST FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF
 AH6691'WAY.
 AH6691'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6691'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6691'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6691'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6691'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6691'5.7 KM (3.55 MI) TO THE STATION ON THE LEFT.
 AH6691'THE STATION IS A STANDARD GADT DISK STAMPED---051-22---, SET INTO THE
 AH6691'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6691'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 12.28 METERS (40.3
 AH6691'FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 64.92 METERS (213
 AH6691'FT) NORTHWEST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 AH6691'HIGHWAY AND COUNTY ROAD 62, 24.01 METERS (78.8 FT) SOUTHEAST FROM A
 AH6691'POWER POLE, 37.459 METERS (122.9 FT) SOUTH FROM A TELEPHONE POLE, AND
 AH6691'0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND
 AH6691'STATION IS A STANDARD GADT DISK STAMPED---051-22---, SET IN AN
 AH6691'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6691'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6692 ***********************************************************************
 AH6692  DESIGNATION -  BV 051 23
 AH6692  PID         -  AH6692
 AH6692  STATE/COUNTY-  GA/EFFINGHAM
 AH6692  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 AH6692
 AH6692                         *CURRENT SURVEY CONTROL
 AH6692  ___________________________________________________________________
 AH6692* NAD 83(1994)-  32 25 38.93390(N)    081 22 19.04940(W)     ADJUSTED  
 AH6692* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 AH6692  ___________________________________________________________________
 AH6692  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AH6692  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AH6692
 AH6692  HORZ ORDER  -  SECOND
 AH6692
 AH6692.The horizontal coordinates were established by classical geodetic methods
 AH6692.and adjusted by the National Geodetic Survey in August 1998..
 AH6692
 AH6692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6692
 AH6692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6692
 AH6692.The geoid height was determined by GEOID03.
 AH6692
 AH6692;                    North         East     Units Scale Factor Converg.
 AH6692;SPC GA E     -   269,393.748   274,737.555   MT  0.99996886   +0 25 34.2
 AH6692;SPC GA E     -   883,835.99    901,368.13   sFT  0.99996886   +0 25 34.2
 AH6692;UTM  17      - 3,587,881.277   465,030.442   MT  0.99961508   -0 11 58.0
 AH6692
 AH6692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6692!SPC GA E     -   1.00000106  x   0.99996886  =   0.99996992
 AH6692!UTM  17      -   1.00000106  x   0.99961508  =   0.99961614
 AH6692
 AH6692                          SUPERSEDED SURVEY CONTROL
 AH6692
 AH6692  NGVD 29 (08/21/98)   24.3    (m)           80.     (f) VERT ANG       
 AH6692
 AH6692.Superseded values are not recommended for survey control.
 AH6692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6692.See file dsdata.txt to determine how the superseded data were derived.
 AH6692
 AH6692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6503087881(NAD 83)
 AH6692_MARKER: DD = SURVEY DISK
 AH6692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6692_PROJECTION: FLUSH
 AH6692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6692+STABILITY: SURFACE MOTION
 AH6692
 AH6692  HISTORY     - Date     Condition        Report By
 AH6692  HISTORY     - 1982     MONUMENTED       GADT
 AH6692
 AH6692                          STATION DESCRIPTION
 AH6692
 AH6692'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6692'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) NORTHEAST FROM SPRINGFIELD,
 AH6692'AND 8.2 KM (5.1 MI) SOUTHEAST FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF
 AH6692'WAY.
 AH6692'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6692'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6692'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6692'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6692'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6692'7.15 KM (4.45 MI) TO THE BRIDGE OVER TURKEY BRANCH CREEK.  CONTINUE
 AH6692'GOING NORTH ALONG STATE ROUTE 21 FOR 0.55 KM (0.35 MI) TO THE STATION
 AH6692'ON THE LEFT.
 AH6692'THE STATION IS A STANDARD GADT DISK STAMPED---051-23---, SET INTO THE
 AH6692'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6692'THE SURFACE OF THE GROUND. IT IS LOCATED 11.033 METERS (36.2 FT)
 AH6692'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 3.65 METERS (12 FT)
 AH6692'NORTHEAST FROM A POWER POLE, 59.74 METERS (196 FT) SOUTHEAST FROM THE
 AH6692'POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A
 AH6692'DRIVEWAY, AND 0.91 METER (3 FT) NORTHEAST FROM A WITNESS POST. THE
 AH6692'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-23---, SET
 AH6692'IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 AH6692'GROUND.
 AH6692'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6693 ***********************************************************************
 AH6693  DESIGNATION -  BV 051 24
 AH6693  PID         -  AH6693
 AH6693  STATE/COUNTY-  GA/EFFINGHAM
 AH6693  USGS QUAD   -  EGYPT (1978)
 AH6693
 AH6693                         *CURRENT SURVEY CONTROL
 AH6693  ___________________________________________________________________
 AH6693* NAD 83(1994)-  32 26 06.88640(N)    081 22 41.68485(W)     ADJUSTED  
 AH6693* NAVD 88     -        31.2    (meters)     102.     (feet)  VERTCON   
 AH6693  ___________________________________________________________________
 AH6693  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AH6693  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 AH6693
 AH6693  HORZ ORDER  -  SECOND
 AH6693
 AH6693.The horizontal coordinates were established by classical geodetic methods
 AH6693.and adjusted by the National Geodetic Survey in August 1998..
 AH6693
 AH6693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6693
 AH6693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6693
 AH6693.The geoid height was determined by GEOID03.
 AH6693
 AH6693;                    North         East     Units Scale Factor Converg.
 AH6693;SPC GA E     -   270,250.365   274,139.871   MT  0.99996776   +0 25 22.4
 AH6693;SPC GA E     -   886,646.41    899,407.23   sFT  0.99996776   +0 25 22.4
 AH6693;UTM  17      - 3,588,744.065   464,442.356   MT  0.99961559   -0 12 10.3
 AH6693
 AH6693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6693!SPC GA E     -   0.99999994  x   0.99996776  =   0.99996770
 AH6693!UTM  17      -   0.99999994  x   0.99961559  =   0.99961553
 AH6693
 AH6693                          SUPERSEDED SURVEY CONTROL
 AH6693
 AH6693  NGVD 29 (08/21/98)   31.4    (m)          103.     (f) VERT ANG       
 AH6693
 AH6693.Superseded values are not recommended for survey control.
 AH6693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6693.See file dsdata.txt to determine how the superseded data were derived.
 AH6693
 AH6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6444288744(NAD 83)
 AH6693_MARKER: DD = SURVEY DISK
 AH6693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6693_PROJECTION: FLUSH
 AH6693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6693+STABILITY: SURFACE MOTION
 AH6693
 AH6693  HISTORY     - Date     Condition        Report By
 AH6693  HISTORY     - 1982     MONUMENTED       GADT
 AH6693
 AH6693                          STATION DESCRIPTION
 AH6693
 AH6693'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6693'THE STATION IS LOCATED ABOUT 9.65 KM (6 MI) NORTHEAST FROM
 AH6693'SPRINGFIELD, AND 5.15 KM (3.2 MI) SOUTH FROM SHAWNEE. OWNERSHIP--STATE
 AH6693'RIGHT OF WAY.
 AH6693'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6693'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6693'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6693'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6693'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6693'7.15 KM (4.45 MI) TO THE BRIDGE OVER TURKEY BRANCH CREEK.  CONTINUE
 AH6693'GOING NORTH ALONG STATE ROUTE 21 FOR 1.5 KM (1 MI) TO THE STATION ON
 AH6693'THE RIGHT.
 AH6693'THE STATION IS A STANDARD GADT DISK STAMPED---051-24---, SET INTO THE
 AH6693'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6693'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 5.09 METERS (16.7
 AH6693'FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 8.8 METERS (28.9 FT)
 AH6693'NORTH FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY
 AH6693'AND A DRIVEWAY, 44.16 METERS (144.9 FT) NORTH FROM A POWER POLE, 69.76
 AH6693'METERS (228.9 FT) SOUTH FROM ANOTHER POWER POLE, AND 0.91 METER (3 FT)
 AH6693'EAST FROM A WITNESS POST.
 AH6693'THE UNDERGROUND STATION IS A STANDARD GADT DISK SAMPED---051-24---,
 AH6693'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF
 AH6693'THE GROUND.
 AH6693'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6694 ***********************************************************************
 AH6694  DESIGNATION -  BV 051 25
 AH6694  PID         -  AH6694
 AH6694  STATE/COUNTY-  GA/EFFINGHAM
 AH6694  USGS QUAD   -  EGYPT (1978)
 AH6694
 AH6694                         *CURRENT SURVEY CONTROL
 AH6694  ___________________________________________________________________
 AH6694* NAD 83(1994)-  32 26 49.45542(N)    081 23 17.79578(W)     ADJUSTED  
 AH6694* NAVD 88     -        34.9    (meters)     115.     (feet)  VERTCON   
 AH6694  ___________________________________________________________________
 AH6694  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AH6694  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AH6694
 AH6694  HORZ ORDER  -  SECOND
 AH6694
 AH6694.The horizontal coordinates were established by classical geodetic methods
 AH6694.and adjusted by the National Geodetic Survey in August 1998..
 AH6694
 AH6694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6694
 AH6694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6694
 AH6694.The geoid height was determined by GEOID03.
 AH6694
 AH6694;                    North         East     Units Scale Factor Converg.
 AH6694;SPC GA E     -   271,554.665   273,187.033   MT  0.99996603   +0 25 03.5
 AH6694;SPC GA E     -   890,925.60    896,281.12   sFT  0.99996603   +0 25 03.5
 AH6694;UTM  17      - 3,590,058.235   463,504.151   MT  0.99961642   -0 12 30.0
 AH6694
 AH6694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6694!SPC GA E     -   0.99999935  x   0.99996603  =   0.99996538
 AH6694!UTM  17      -   0.99999935  x   0.99961642  =   0.99961577
 AH6694
 AH6694                          SUPERSEDED SURVEY CONTROL
 AH6694
 AH6694  NGVD 29 (08/21/98)   35.2    (m)          115.     (f) VERT ANG       
 AH6694
 AH6694.Superseded values are not recommended for survey control.
 AH6694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6694.See file dsdata.txt to determine how the superseded data were derived.
 AH6694
 AH6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6350490058(NAD 83)
 AH6694_MARKER: DD = SURVEY DISK
 AH6694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6694_PROJECTION: FLUSH
 AH6694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6694+STABILITY: SURFACE MOTION
 AH6694
 AH6694  HISTORY     - Date     Condition        Report By
 AH6694  HISTORY     - 1982     MONUMENTED       GADT
 AH6694
 AH6694                          STATION DESCRIPTION
 AH6694
 AH6694'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6694'THE STATION IS LOCATED ABOUT 10.15 KM (6.3 MI) NORTH FROM SPRINGFIELD,
 AH6694'AND 4.2 KM (2.6 MI) SOUTH FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF WAY.
 AH6694'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6694'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6694'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTE
 AH6694'21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21 FORKING TO
 AH6694'THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR 7.15 KM
 AH6694'(4.45 MI) TO THE BRIDGE OVER TURKEY BRANCH CREEK.  CONTINUE GOING
 AH6694'NORTH ALONG STATE ROUTE 21 FOR 3.2 KM (2 MI) TO THE STATION ON THE
 AH6694'LEFT.
 AH6694'THE STATION IS A STANDARD GADT DISK STAMPED---051-25---, SET INTO THE
 AH6694'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6694'THE SURFACE OF THE GROUND. IT IS LOCATED 5.33 METERS (17.5 FT)
 AH6694'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 16.06 METERS (52.7 FT)
 AH6694'NORTH FROM THE EASTERN-MOST 30 INCH CONCRETE PIPE, 16.58 METERS (54.4
 AH6694'FT) NORTH FROM THE WESTERN MOST 30 INCH CONCRETE PIPE, 13.44 METERS
 AH6694'(44.1 FT) SOUTHEAST FROM A POWER POLE, 32.85 METERS (107.8 FT)
 AH6694'SOUTHWEST FROM A POWER POLE AND 0.91 METER (3 FT) NORTHEAST FROM A
 AH6694'WITNESS POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6694'SAMPED---051-25---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6694'BELOW THE SURFACE OF THE GROUND.
 AH6694'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6695 ***********************************************************************
 AH6695  DESIGNATION -  BV 051 26
 AH6695  PID         -  AH6695
 AH6695  STATE/COUNTY-  GA/EFFINGHAM
 AH6695  USGS QUAD   -  EGYPT (1978)
 AH6695
 AH6695                         *CURRENT SURVEY CONTROL
 AH6695  ___________________________________________________________________
 AH6695* NAD 83(1994)-  32 27 52.93906(N)    081 24 10.34215(W)     ADJUSTED  
 AH6695* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 AH6695  ___________________________________________________________________
 AH6695  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AH6695  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AH6695
 AH6695  HORZ ORDER  -  SECOND
 AH6695
 AH6695.The horizontal coordinates were established by classical geodetic methods
 AH6695.and adjusted by the National Geodetic Survey in August 1998..
 AH6695
 AH6695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6695
 AH6695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6695
 AH6695.The geoid height was determined by GEOID03.
 AH6695
 AH6695;                    North         East     Units Scale Factor Converg.
 AH6695;SPC GA E     -   273,500.191   271,800.620   MT  0.99996355   +0 24 36.0
 AH6695;SPC GA E     -   897,308.54    891,732.53   sFT  0.99996355   +0 24 36.0
 AH6695;UTM  17      - 3,592,018.113   462,139.555   MT  0.99961768   -0 12 58.5
 AH6695
 AH6695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6695!SPC GA E     -   0.99999920  x   0.99996355  =   0.99996275
 AH6695!UTM  17      -   0.99999920  x   0.99961768  =   0.99961688
 AH6695
 AH6695                          SUPERSEDED SURVEY CONTROL
 AH6695
 AH6695  NGVD 29 (08/21/98)   36.1    (m)          118.     (f) VERT ANG       
 AH6695
 AH6695.Superseded values are not recommended for survey control.
 AH6695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6695.See file dsdata.txt to determine how the superseded data were derived.
 AH6695
 AH6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6214092018(NAD 83)
 AH6695_MARKER: DD = SURVEY DISK
 AH6695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6695_PROJECTION: FLUSH
 AH6695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6695+STABILITY: SURFACE MOTION
 AH6695
 AH6695  HISTORY     - Date     Condition        Report By
 AH6695  HISTORY     - 1982     MONUMENTED       GADT
 AH6695
 AH6695                          STATION DESCRIPTION
 AH6695
 AH6695'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6695'THE STATION IS LOCATED ABOUT 13.52 KM (7.4 MI) NORTH FROM SPRINGFIELD,
 AH6695'AND 1.45 KM (0.9 MI) SOUTH FROM SHAWNEE. OWNERSHIP--STATE RIGHT OF
 AH6695'WAY.
 AH6695'TO REACH THE STATION FROM THE U.S. COURTHOUSE IN SPRINGFIELD, GO WEST
 AH6695'ALONG RABUN STREET FOR ONE BLOCK TO THE JUNCTION OF STATE ROUTE 119
 AH6695'(STATE ROUTE 21) CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTES
 AH6695'119 AND 21 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE ROUTE 21
 AH6695'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG STATE ROUTE 21 FOR
 AH6695'7.15 KM (4.45 MI) TO THE BRIDGE OVER TURKEY BRANCH CREEK.  CONTINUE
 AH6695'GOING NORTH ALONG STATE ROUTE 21 FOR 5.6 KM (3.5 MI) TO THE STATION ON
 AH6695'THE RIGHT.
 AH6695'THE STATION IS A STANDARD GADT DISK STAMPED---051-26---, SET INTO THE
 AH6695'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND FLUSH WITH
 AH6695'THE SURFACE OF THE GROUND. IT IS LOCATED 7.62 METERS (25 FT) SOUTHWEST
 AH6695'FROM THE CENTERLINE OF THE HIGHWAY, 34.44 METERS (113 FT)NORTHEAST
 AH6695'FROM A 24 INCH LONELY PINE TREE, 33.61 METERS (110.3 FT) NORTH FROM
 AH6695'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A
 AH6695'DRIVEWAY, AND 0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST. THE
 AH6695'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-26---, SET
 AH6695'IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 AH6695'GROUND.
 AH6695'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6673 ***********************************************************************
 AH6673  DESIGNATION -  BV 051 3
 AH6673  PID         -  AH6673
 AH6673  STATE/COUNTY-  GA/EFFINGHAM
 AH6673  USGS QUAD   -  EGYPT (1978)
 AH6673
 AH6673                         *CURRENT SURVEY CONTROL
 AH6673  ___________________________________________________________________
 AH6673* NAD 83(1994)-  32 25 38.30834(N)    081 27 09.41555(W)     ADJUSTED  
 AH6673* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 AH6673  ___________________________________________________________________
 AH6673  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AH6673  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AH6673
 AH6673  HORZ ORDER  -  SECOND
 AH6673
 AH6673.The horizontal coordinates were established by classical geodetic methods
 AH6673.and adjusted by the National Geodetic Survey in August 1998..
 AH6673
 AH6673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6673
 AH6673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6673
 AH6673.The geoid height was determined by GEOID03.
 AH6673
 AH6673;                    North         East     Units Scale Factor Converg.
 AH6673;SPC GA E     -   269,320.921   267,152.175   MT  0.99995559   +0 22 58.5
 AH6673;SPC GA E     -   883,597.05    876,481.76   sFT  0.99995559   +0 22 58.5
 AH6673;UTM  17      - 3,587,891.276   457,447.325   MT  0.99962233   -0 14 33.8
 AH6673
 AH6673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6673!SPC GA E     -   0.99999890  x   0.99995559  =   0.99995449
 AH6673!UTM  17      -   0.99999890  x   0.99962233  =   0.99962123
 AH6673
 AH6673                          SUPERSEDED SURVEY CONTROL
 AH6673
 AH6673  NGVD 29 (08/21/98)   37.9    (m)          124.     (f) VERT ANG       
 AH6673
 AH6673.Superseded values are not recommended for survey control.
 AH6673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6673.See file dsdata.txt to determine how the superseded data were derived.
 AH6673
 AH6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5744787891(NAD 83)
 AH6673_MARKER: DD = SURVEY DISK
 AH6673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6673_PROJECTION: FLUSH
 AH6673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6673+STABILITY: SURFACE MOTION
 AH6673
 AH6673  HISTORY     - Date     Condition        Report By
 AH6673  HISTORY     - 1982     MONUMENTED       GADT
 AH6673
 AH6673                          STATION DESCRIPTION
 AH6673
 AH6673'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6673'THE STATION IS LOCATED 4.6 KM (2.85 MI) SOUTH-SOUTHEAST FROM EGYPT,
 AH6673'11.1 KM (6.9 MI) NORTH-NORTHWEST FROM GUYTON. OWNERSHIP--STATE RIGHT
 AH6673'OF WAY.
 AH6673'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6673'STATE ROUTE 17 FOR 9.4 KM (5.85 MI) TO THE JUNCTION OF COUNTY ROAD
 AH6673'314.  CONTINUE GOING NORTH ON STATE ROUTE 17 FOR 2.45 KM (1.5 MI) TO
 AH6673'THE STATION ON THE LEFT.
 AH6673'THE STATION IS A STANDARD GADT DISK STAMPED---051-3---, SET INTO THE
 AH6673'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6673'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 4.45 METERS (14.6
 AH6673'FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 17.98 METERS (59 FT)
 AH6673'WEST FROM A POWER POLE, 30.35 METERS (99.6 FT) NORTHWEST FROM A POWER
 AH6673'POLE, 8.83 METERS (29 FT) SOUTHEAST FROM AN 18 INCH PINE TREE, 3.048
 AH6673'METRS (10 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND STATION
 AH6673'IS A STANDARD GADT DISK STAMPED---051-3---, SET IN AN IRREGULAR MASS
 AH6673'OF CONCRETE O.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6673'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6674 ***********************************************************************
 AH6674  DESIGNATION -  BV 051 4
 AH6674  PID         -  AH6674
 AH6674  STATE/COUNTY-  GA/EFFINGHAM
 AH6674  USGS QUAD   -  EGYPT (1978)
 AH6674
 AH6674                         *CURRENT SURVEY CONTROL
 AH6674  ___________________________________________________________________
 AH6674* NAD 83(1994)-  32 24 28.90696(N)    081 26 25.07088(W)     ADJUSTED  
 AH6674* NAVD 88     -        37.70   (+/-2cm)     123.7    (feet)  VERTCON   
 AH6674  ___________________________________________________________________
 AH6674  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AH6674  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AH6674
 AH6674  HORZ ORDER  -  SECOND
 AH6674  VERT ORDER  -  THIRD ? (See Below)
 AH6674
 AH6674.The horizontal coordinates were established by classical geodetic methods
 AH6674.and adjusted by the National Geodetic Survey in August 1998..
 AH6674
 AH6674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6674.The vertical order pertains to the NGVD 29 superseded value.
 AH6674
 AH6674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6674
 AH6674.The geoid height was determined by GEOID03.
 AH6674
 AH6674;                    North         East     Units Scale Factor Converg.
 AH6674;SPC GA E     -   267,191.035   268,325.161   MT  0.99995755   +0 23 21.5
 AH6674;SPC GA E     -   876,609.25    880,330.13   sFT  0.99995755   +0 23 21.5
 AH6674;UTM  17      - 3,585,749.429   458,596.605   MT  0.99962114   -0 14 09.5
 AH6674
 AH6674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6674!SPC GA E     -   0.99999889  x   0.99995755  =   0.99995644
 AH6674!UTM  17      -   0.99999889  x   0.99962114  =   0.99962003
 AH6674
 AH6674                          SUPERSEDED SURVEY CONTROL
 AH6674
 AH6674  NGVD 29 (08/21/98)   37.95   (m)          124.5    (f) LEVELING    3  
 AH6674
 AH6674.Superseded values are not recommended for survey control.
 AH6674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6674.See file dsdata.txt to determine how the superseded data were derived.
 AH6674
 AH6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5859785749(NAD 83)
 AH6674_MARKER: DD = SURVEY DISK
 AH6674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6674_PROJECTION: FLUSH
 AH6674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6674+STABILITY: SURFACE MOTION
 AH6674
 AH6674  HISTORY     - Date     Condition        Report By
 AH6674  HISTORY     - 1982     MONUMENTED       GADT
 AH6674
 AH6674                          STATION DESCRIPTION
 AH6674
 AH6674'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6674'THE STATION IS LOCATED 6.75 KM (4.2 MI) SOUTH-SOUTHEAST FROM EGYPT,
 AH6674'AND 8.85 KM (5.5 MI) NORTH-NORTHWEST FROM GUYTON. OWNERSHIP--STATE
 AH6674'RIGHT OF WAY.
 AH6674'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6674'STATE ROUTE 17 FOR 9.4 KM (5.85 MI) TO THE STATION ON THE RIGHT.
 AH6674'THE STATION IS A STANDARD GADT DISK STAMPED---051-4---, SET INTO THE
 AH6674'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6674'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 4.35 METERS (14.3
 AH6674'FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 17.67 METERS (58 FT)
 AH6674'SOUTH FROM A POWER POLE, AND 0.91 METER (3 FT) WEST FROM A WITNESS
 AH6674'POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6674'STAMPED---051-4---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6674'BELOW THE SURFACE OF THE GROUND.
 AH6674'DESCRIBE BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6675 ***********************************************************************
 AH6675  DESIGNATION -  BV 051 5
 AH6675  PID         -  AH6675
 AH6675  STATE/COUNTY-  GA/EFFINGHAM
 AH6675  USGS QUAD   -  EGYPT (1978)
 AH6675
 AH6675                         *CURRENT SURVEY CONTROL
 AH6675  ___________________________________________________________________
 AH6675* NAD 83(1994)-  32 23 41.11204(N)    081 25 54.96007(W)     ADJUSTED  
 AH6675* NAVD 88     -        37.1    (meters)     122.     (feet)  VERTCON   
 AH6675  ___________________________________________________________________
 AH6675  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AH6675  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AH6675
 AH6675  HORZ ORDER  -  SECOND
 AH6675
 AH6675.The horizontal coordinates were established by classical geodetic methods
 AH6675.and adjusted by the National Geodetic Survey in August 1998..
 AH6675
 AH6675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6675
 AH6675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6675
 AH6675.The geoid height was determined by GEOID03.
 AH6675
 AH6675;                    North         East     Units Scale Factor Converg.
 AH6675;SPC GA E     -   265,724.239   269,122.057   MT  0.99995890   +0 23 37.1
 AH6675;SPC GA E     -   871,796.94    882,944.62   sFT  0.99995890   +0 23 37.1
 AH6675;UTM  17      - 3,584,274.524   459,377.187   MT  0.99962035   -0 13 53.1
 AH6675
 AH6675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6675!SPC GA E     -   0.99999899  x   0.99995890  =   0.99995789
 AH6675!UTM  17      -   0.99999899  x   0.99962035  =   0.99961934
 AH6675
 AH6675                          SUPERSEDED SURVEY CONTROL
 AH6675
 AH6675  NGVD 29 (08/21/98)   37.3    (m)          122.     (f) VERT ANG       
 AH6675
 AH6675.Superseded values are not recommended for survey control.
 AH6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6675.See file dsdata.txt to determine how the superseded data were derived.
 AH6675
 AH6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5937784275(NAD 83)
 AH6675_MARKER: DD = SURVEY DISK
 AH6675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6675_PROJECTION: FLUSH
 AH6675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6675+STABILITY: SURFACE MOTION
 AH6675
 AH6675  HISTORY     - Date     Condition        Report By
 AH6675  HISTORY     - 1982     MONUMENTED       GADT
 AH6675
 AH6675                          STATION DESCRIPTION
 AH6675
 AH6675'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6675'THE STATION IS LOCATED 8.7 KM (5.4 MI) SOUTH-SOUTHEAST FROM EGYPT, AND
 AH6675'7.25 KM (4.5 MI) NORTH-NORTHWEST FROM GUYTON. OWNERSHIP--STATE RIGHT
 AH6675'OF WAY.
 AH6675'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6675'STATE ROUTE 17 FOR 7.7 KM (4.8 MI) TO THE STATION ON THE LEFT.
 AH6675'THE STATION IS A STANDARD GADT DISK STAMPED---051-5---, SET INTO THE
 AH6675'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6675'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 22.25 METERS (73 FT)
 AH6675'SOUTH FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY
 AH6675'AND COUNTY ROAD 11, 5.97 METERS (19.6 FT) SOUTHWEST FROM THE
 AH6675'CENTERLINE OF THE HIGHWAY, 25.69 METERS (84.3 FT) SOUTHWEST FROM A 20
 AH6675'INCH SWEETGUM TREE, AND 2.16 METERS (7.1 FT) NORTHEAST FROM A WITNESS
 AH6675'POST. THE UNDERGROUND STATION IS A STANDARD GADT DISK
 AH6675'STAMPED---051-5---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 AH6675'BELOW THE SURFACE OF THE GROUND.
 AH6675'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6676 ***********************************************************************
 AH6676  DESIGNATION -  BV 051 6
 AH6676  PID         -  AH6676
 AH6676  STATE/COUNTY-  GA/EFFINGHAM
 AH6676  USGS QUAD   -  GUYTON (1978)
 AH6676
 AH6676                         *CURRENT SURVEY CONTROL
 AH6676  ___________________________________________________________________
 AH6676* NAD 83(1994)-  32 22 07.95639(N)    081 24 55.80409(W)     ADJUSTED  
 AH6676* NAVD 88     -        32.7    (meters)     107.     (feet)  VERTCON   
 AH6676  ___________________________________________________________________
 AH6676  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AH6676  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AH6676
 AH6676  HORZ ORDER  -  SECOND
 AH6676
 AH6676.The horizontal coordinates were established by classical geodetic methods
 AH6676.and adjusted by the National Geodetic Survey in August 1998..
 AH6676
 AH6676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6676
 AH6676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6676
 AH6676.The geoid height was determined by GEOID03.
 AH6676
 AH6676;                    North         East     Units Scale Factor Converg.
 AH6676;SPC GA E     -   262,865.617   270,688.149   MT  0.99996160   +0 24 07.8
 AH6676;SPC GA E     -   862,418.28    888,082.70   sFT  0.99996160   +0 24 07.8
 AH6676;UTM  17      - 3,581,399.973   460,911.488   MT  0.99961884   -0 13 20.8
 AH6676
 AH6676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6676!SPC GA E     -   0.99999968  x   0.99996160  =   0.99996128
 AH6676!UTM  17      -   0.99999968  x   0.99961884  =   0.99961852
 AH6676
 AH6676                          SUPERSEDED SURVEY CONTROL
 AH6676
 AH6676  NGVD 29 (08/21/98)   33.0    (m)          108.     (f) VERT ANG       
 AH6676
 AH6676.Superseded values are not recommended for survey control.
 AH6676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6676.See file dsdata.txt to determine how the superseded data were derived.
 AH6676
 AH6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6091181400(NAD 83)
 AH6676_MARKER: DD = SURVEY DISK
 AH6676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6676_PROJECTION: FLUSH
 AH6676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6676+STABILITY: SURFACE MOTION
 AH6676
 AH6676  HISTORY     - Date     Condition        Report By
 AH6676  HISTORY     - 1982     MONUMENTED       GADT
 AH6676
 AH6676                          STATION DESCRIPTION
 AH6676
 AH6676'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6676'THE STATION IS LOCATED 11.85 KM (7.35 MI) SOUTH-SOUTHWEST FROM EGYPT,
 AH6676'AND 3.94 KM (2.45 MI) NORTH-NORTHWEST FROM GUYTON. OWNERSHIP--STATE
 AH6676'RIGHT OF WAY.
 AH6676'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6676'STATE ROUTE 17 FOR 4.45 KM (2.75 MI) TO THE STATION ON THE RIGHT.
 AH6676'THE STATION IS A STANDARD GADT DISK STAMPED---051-6---, SET INTO THE
 AH6676'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6676'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 4.75 METERS (15.6
 AH6676'FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 2.89 METERS (9.5 FT) WEST
 AH6676'FROM A POWER POLE, 21.27 METERS (69.8 FT) NORTHEAST FROM A TELEPHONE
 AH6676'PEDESTAL, AND 0.91 METER (3 FT) WEST FROM A WITNESS POST. THE
 AH6676'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-6---, SET IN
 AH6676'AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 AH6676'GROUND.
 AH6676'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6677 ***********************************************************************
 AH6677  DESIGNATION -  BV 051 8
 AH6677  PID         -  AH6677
 AH6677  STATE/COUNTY-  GA/EFFINGHAM
 AH6677  USGS QUAD   -  GUYTON (1978)
 AH6677
 AH6677                         *CURRENT SURVEY CONTROL
 AH6677  ___________________________________________________________________
 AH6677* NAD 83(1994)-  32 20 32.94585(N)    081 23 55.21188(W)     ADJUSTED  
 AH6677* NAVD 88     -        29.55   (+/-2cm)      96.9    (feet)  VERTCON   
 AH6677  ___________________________________________________________________
 AH6677  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AH6677  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AH6677
 AH6677  HORZ ORDER  -  SECOND
 AH6677  VERT ORDER  -  THIRD ? (See Below)
 AH6677
 AH6677.The horizontal coordinates were established by classical geodetic methods
 AH6677.and adjusted by the National Geodetic Survey in August 1998..
 AH6677
 AH6677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6677.The vertical order pertains to the NGVD 29 superseded value.
 AH6677
 AH6677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6677
 AH6677.The geoid height was determined by GEOID03.
 AH6677
 AH6677;                    North         East     Units Scale Factor Converg.
 AH6677;SPC GA E     -   259,950.370   272,293.074   MT  0.99996443   +0 24 39.2
 AH6677;SPC GA E     -   852,853.84    893,348.19   sFT  0.99996443   +0 24 39.2
 AH6677;UTM  17      - 3,578,468.421   462,484.007   MT  0.99961736   -0 12 47.8
 AH6677
 AH6677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6677!SPC GA E     -   1.00000018  x   0.99996443  =   0.99996461
 AH6677!UTM  17      -   1.00000018  x   0.99961736  =   0.99961754
 AH6677
 AH6677                          SUPERSEDED SURVEY CONTROL
 AH6677
 AH6677  NGVD 29 (08/21/98)   29.81   (m)           97.8    (f) LEVELING    3  
 AH6677
 AH6677.Superseded values are not recommended for survey control.
 AH6677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6677.See file dsdata.txt to determine how the superseded data were derived.
 AH6677
 AH6677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6248478468(NAD 83)
 AH6677_MARKER: DD = SURVEY DISK
 AH6677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6677_PROJECTION: FLUSH
 AH6677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6677+STABILITY: SURFACE MOTION
 AH6677
 AH6677  HISTORY     - Date     Condition        Report By
 AH6677  HISTORY     - 1982     MONUMENTED       GADT
 AH6677
 AH6677                          STATION DESCRIPTION
 AH6677
 AH6677'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6677'THE STATION IS LOCATED IN GUYTON CITY.
 AH6677'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6677'STATE ROUTE 17 FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 AH6677'THE STATION IS A STANDARD GADT DISK STAMPED---051-8---, SET INTO THE
 AH6677'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND 5.08 CM BELOW
 AH6677'THE GROUND. IT IS LOCATED 9.93 METERS (32.6 FT) EAST FROM THE
 AH6677'CENTERLINE OF THE HIGHWAY, 8.44 METERS (27.7 FT) SOUTHWEST FROM A 12
 AH6677'INCH SWEETGUM TREE, 17.16 METERS (56.3 FT) NORTHWEST FROM THE NEAREST
 AH6677'GOAL POST, AND 0.91 METER (3 FT) WEST FROM A WITNESS POST. THE
 AH6677'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---051-8---, SET IN
 AH6677'AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 AH6677'GROUND.
 AH6677'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH6678 ***********************************************************************
 AH6678  DESIGNATION -  BV 051 9
 AH6678  PID         -  AH6678
 AH6678  STATE/COUNTY-  GA/EFFINGHAM
 AH6678  USGS QUAD   -  GUYTON (1978)
 AH6678
 AH6678                         *CURRENT SURVEY CONTROL
 AH6678  ___________________________________________________________________
 AH6678* NAD 83(1994)-  32 20 10.93408(N)    081 23 42.95209(W)     ADJUSTED  
 AH6678* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 AH6678  ___________________________________________________________________
 AH6678  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AH6678  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AH6678
 AH6678  HORZ ORDER  -  SECOND
 AH6678
 AH6678.The horizontal coordinates were established by classical geodetic methods
 AH6678.and adjusted by the National Geodetic Survey in August 1998..
 AH6678
 AH6678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH6678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH6678
 AH6678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6678
 AH6678.The geoid height was determined by GEOID03.
 AH6678
 AH6678;                    North         East     Units Scale Factor Converg.
 AH6678;SPC GA E     -   259,274.675   272,618.532   MT  0.99996501   +0 24 45.5
 AH6678;SPC GA E     -   850,637.00    894,415.97   sFT  0.99996501   +0 24 45.5
 AH6678;UTM  17      - 3,577,789.457   462,801.975   MT  0.99961706   -0 12 41.1
 AH6678
 AH6678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6678!SPC GA E     -   1.00000041  x   0.99996501  =   0.99996542
 AH6678!UTM  17      -   1.00000041  x   0.99961706  =   0.99961747
 AH6678
 AH6678                          SUPERSEDED SURVEY CONTROL
 AH6678
 AH6678  NGVD 29 (08/21/98)   28.4    (m)           93.     (f) VERT ANG       
 AH6678
 AH6678.Superseded values are not recommended for survey control.
 AH6678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6678.See file dsdata.txt to determine how the superseded data were derived.
 AH6678
 AH6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6280277789(NAD 83)
 AH6678_MARKER: DD = SURVEY DISK
 AH6678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6678_PROJECTION: FLUSH
 AH6678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6678+STABILITY: SURFACE MOTION
 AH6678
 AH6678  HISTORY     - Date     Condition        Report By
 AH6678  HISTORY     - 1982     MONUMENTED       GADT
 AH6678
 AH6678                          STATION DESCRIPTION
 AH6678
 AH6678'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AH6678'THE STATION IS LOCATED IN THE CITY LIMITS OF GUYTON. OWNERSHIP--STATE
 AH6678'RIGHT OF WAY.
 AH6678'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GUYTON, GO NORTH ON
 AH6678'STATE ROUTE 17 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AH6678'THE STATION IS A STANDARD GADT DISK STAMPED---051-9---, SET INTO THE
 AH6678'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER AND RECESSED 5.08
 AH6678'CM BELOW THE SURFACE OF THE GROUND. IT IS LOCATED 8.77 METER (28.8 FT)
 AH6678'WEST FROM THE CENTERLINE OF THE HIGHWAY, 2.74 METER (9.01 FT) NORTH
 AH6678'FROM A TELEPHONE PEDESTAL, 12.13 METER (39.8 FT) SOUTHEAST FROM A DROP
 AH6678'INLET, 10.85 METER (35.6 FT) SOUTHWEST FROM THE POINT OF INTERSECTION
 AH6678'OF THE CENTERLINES OF THE HIGHWAY AND SIXTH AVENUE, AND 0.975 METER
 AH6678'(3.2 FT) SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND STATION IS A
 AH6678'STANDARD GADT DISK STAMPED---051-9---, SET IN AN IRREGULAR MASS OF
 AH6678'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 AH6678'DESCRIBED BY M.E. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1528 ***********************************************************************
 ED1528  DESIGNATION -  BV 052 200
 ED1528  PID         -  ED1528
 ED1528  STATE/COUNTY-  GA/ELBERT
 ED1528  USGS QUAD   -  BOWMAN (1972)
 ED1528
 ED1528                         *CURRENT SURVEY CONTROL
 ED1528  ___________________________________________________________________
 ED1528* NAD 83(1994)-  34 13 19.07064(N)    083 04 25.82374(W)     ADJUSTED  
 ED1528* NAVD 88     -       257.2    (meters)     844.     (feet)  VERTCON   
 ED1528  ___________________________________________________________________
 ED1528  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 ED1528  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 ED1528
 ED1528  HORZ ORDER  -  SECOND
 ED1528
 ED1528.The horizontal coordinates were established by classical geodetic methods
 ED1528.and adjusted by the National Geodetic Survey in September 1997..
 ED1528
 ED1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1528
 ED1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1528
 ED1528.The geoid height was determined by GEOID03.
 ED1528
 ED1528;                    North         East     Units Scale Factor Converg.
 ED1528;SPC GA E     -   468,494.612   116,416.674   MT  0.99998609   -0 30 36.8
 ED1528;SPC GA E     - 1,537,052.74    381,943.70   sFT  0.99998609   -0 30 36.8
 ED1528;UTM  17      - 3,788,712.200   308,969.495   MT  1.00004985   -1 10 00.1
 ED1528
 ED1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1528!SPC GA E     -   0.99996429  x   0.99998609  =   0.99995038
 ED1528!UTM  17      -   0.99996429  x   1.00004985  =   1.00001413
 ED1528
 ED1528:                Primary Azimuth Mark                     Grid Az
 ED1528:SPC GA E     -  BOWMAN MUN TANK                          116 37 56.4
 ED1528:UTM  17      -  BOWMAN MUN TANK                          117 17 19.7
 ED1528
 ED1528|---------------------------------------------------------------------|
 ED1528| PID    Reference Object                     Distance      Geod. Az  |
 ED1528|                                                           dddmmss.s |
 ED1528| ED1522 BOWMAN MUN TANK                     APPROX. 4.5 KM 1160719.6 |
 ED1528|---------------------------------------------------------------------|
 ED1528
 ED1528                          SUPERSEDED SURVEY CONTROL
 ED1528
 ED1528  NAD 83(1986)-  34 13 19.07838(N)    083 04 25.82260(W) AD(       ) 2
 ED1528  NAD 27      -  34 13 18.69574(N)    083 04 26.29634(W) AD(       ) 2
 ED1528  NGVD 29 (07/19/86)  257.3    (m)          844.     (f) VERT ANG       
 ED1528
 ED1528.Superseded values are not recommended for survey control.
 ED1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1528.See file dsdata.txt to determine how the superseded data were derived.
 ED1528
 ED1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0896988712(NAD 83)
 ED1528_MARKER: DD = SURVEY DISK
 ED1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1528
 ED1528  HISTORY     - Date     Condition        Report By
 ED1528  HISTORY     - 1975     MONUMENTED       GADT
 ED1528
 ED1528                          STATION DESCRIPTION
 ED1528
 ED1528'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1528'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH OF VANNA,
 ED1528'2-3/4 MILES WEST-NORTHWEST OF BOWMAN, AND 5 MILES SOUTH-SOUTHEAST
 ED1528'OF ROYSTON ON COUNTY RIGHT OF WAY.
 ED1528'
 ED1528'TO REACH THE STATION FROM THE U.S. POST OFFICE IN VANNA, GO
 ED1528'SOUTHERLY ALONG COUNTY ROAD 121 FOR 0.15 MILE TO THE JUNCTION
 ED1528'OF STATE ROUTE 17 CROSSING.  CONTINUE GOING SOUTHERLY ALONG
 ED1528'COUNTY ROAD 121 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 119
 ED1528'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 121 FOR 0.8
 ED1528'MILE TO THE JUNCTION OF COUNTY ROAD 142 (COUNTY LINE ROAD)
 ED1528'STRAIGHT AHEAD, COUNTY ROAD 142 FORKING TO THE LEFT, AND REED
 ED1528'BRAWNER ROAD (COUNTY ROAD 8) TO THE RIGHT.  TURN LEFT, GOING
 ED1528'SOUTHEASTERLY ALONG COUNTY ROAD 142 FOR 0.45 MILE TO A METAL
 ED1528'GATE AND THE STATION ON THE LEFT.
 ED1528'
 ED1528'THE STATION IS LOCATED 22 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1528'OF COUNTY ROAD 142, 66.8 FEET EAST OF A 6 INCH BUSHY APPLE TREE
 ED1528'IN THE SOUTH QUADRANT OF THE JUNCTION OF A DRIVEWAY TO THE
 ED1528'SOUTHWEST, 133.1 FEET NORTHWEST OF A POWER POLE, 15.2 FEET
 ED1528'SOUTH-SOUTHEAST OF THE NORTHWESTERNMOST POST AND LATCH POST OF
 ED1528'A GATE, 104.4 FEET EAST-SOUTHEAST OF A 12 INCH PECAN TREE IN THE
 ED1528'FRONT YARD OF A WHITE HOUSE ON THE SOUTHWEST SIDE OF THE ROAD,
 ED1528'AND 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A
 ED1528'STANDARD BRASS DISK STAMPED 052-200 1975, SET IN THE TOP OF A
 ED1528'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1528'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1528'STANDARD DISK STAMPED 052-200 1975, SET IN AN IRREGULAR
 ED1528'MASS OF CONCRETE APPROXIMATELY 0.66 METER BELOW THE SURFACE OF
 ED1528'THE GROUND.
 ED1528'
 ED1528'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1528'SOUTHEASTERLY ALONG COUNTY ROAD 142 FOR 0.15 MILE TO THE MARK
 ED1528'ON THE RIGHT.  IT IS LOCATED 23 FEET WEST-SOUTHWEST OF THE
 ED1528'CENTERLINE OF COUNTY ROAD 142, 55.8 FEET SOUTHWEST OF AN 18 INCH
 ED1528'OAK TREE ON THE NORTHEAST SIDE OF THE ROAD, 54.4 FEET WEST OF
 ED1528'A 6 INCH PINE TREE, 81.4 FEET NORTH-NORTHWEST OF THE EASTERNMOST
 ED1528'CORNER OF A FENCE AT A DRIVEWAY TO THE SOUTHEAST, 114.9 FEET
 ED1528'SOUTH-SOUTHEAST OF THE EAST CORNER OF A CONCRETE STORM SHELTER
 ED1528'ON THE SOUTHWEST SIDE OF COUNTY ROAD 142, AND 1.5 FEET
 ED1528'NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED1528'STANDARD DISK STAMPED 052-200 1975 AZMK, SET IN THE TOP OF
 ED1528'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED1528'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1529 ***********************************************************************
 ED1529  DESIGNATION -  BV 052 201
 ED1529  PID         -  ED1529
 ED1529  STATE/COUNTY-  GA/ELBERT
 ED1529  USGS QUAD   -  BOWMAN (1972)
 ED1529
 ED1529                         *CURRENT SURVEY CONTROL
 ED1529  ___________________________________________________________________
 ED1529* NAD 83(1994)-  34 10 32.76891(N)    083 05 26.72325(W)     ADJUSTED  
 ED1529* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 ED1529  ___________________________________________________________________
 ED1529  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 ED1529  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 ED1529
 ED1529  HORZ ORDER  -  SECOND
 ED1529
 ED1529.The horizontal coordinates were established by classical geodetic methods
 ED1529.and adjusted by the National Geodetic Survey in September 1997..
 ED1529
 ED1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1529
 ED1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1529
 ED1529.The geoid height was determined by GEOID03.
 ED1529
 ED1529;                    North         East     Units Scale Factor Converg.
 ED1529;SPC GA E     -   463,384.670   114,811.549   MT  0.99998943   -0 31 08.8
 ED1529;SPC GA E     - 1,520,287.87    376,677.56   sFT  0.99998943   -0 31 08.8
 ED1529;UTM  17      - 3,783,620.636   307,305.854   MT  1.00005773   -1 10 29.3
 ED1529
 ED1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1529!SPC GA E     -   0.99996990  x   0.99998943  =   0.99995933
 ED1529!UTM  17      -   0.99996990  x   1.00005773  =   1.00002763
 ED1529
 ED1529:                Primary Azimuth Mark                     Grid Az
 ED1529:SPC GA E     -  BOWMAN MUN TANK                          060 50 41.3
 ED1529:UTM  17      -  BOWMAN MUN TANK                          061 30 01.8
 ED1529
 ED1529|---------------------------------------------------------------------|
 ED1529| PID    Reference Object                     Distance      Geod. Az  |
 ED1529|                                                           dddmmss.s |
 ED1529| ED1522 BOWMAN MUN TANK                     APPROX. 6.4 KM 0601932.5 |
 ED1529| ED1538 COMER MADICO TANK                   APPROX.10.9 KM 2125807.7 |
 ED1529| ED1556 COMER TRANSCO MICROWAVE             APPROX. 5.4 KM 2384220.8 |
 ED1529|---------------------------------------------------------------------|
 ED1529
 ED1529                          SUPERSEDED SURVEY CONTROL
 ED1529
 ED1529  NAD 83(1986)-  34 10 32.77658(N)    083 05 26.72215(W) AD(       ) 2
 ED1529  NAD 27      -  34 10 32.38860(N)    083 05 27.19548(W) AD(       ) 2
 ED1529  NGVD 29 (07/19/86)  221.4    (m)          726.     (f) VERT ANG       
 ED1529
 ED1529.Superseded values are not recommended for survey control.
 ED1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1529.See file dsdata.txt to determine how the superseded data were derived.
 ED1529
 ED1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0730683621(NAD 83)
 ED1529_MARKER: DD = SURVEY DISK
 ED1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1529
 ED1529  HISTORY     - Date     Condition        Report By
 ED1529  HISTORY     - 1975     MONUMENTED       GADT
 ED1529
 ED1529                          STATION DESCRIPTION
 ED1529
 ED1529'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1529'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST-SOUTHWEST OF
 ED1529'BOWMAN, 4-3/4 MILES SOUTH OF VANNA, AND 5-3/4 MILES NORTH OF
 ED1529'PAOLI ON THE PROPERTY OF MR. W.A. CHRISTIAN.
 ED1529'
 ED1529'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 172 AND
 ED1529'STATE ROUTE 17 IN BOWMAN, GO SOUTHWESTERLY ALONG STATE ROUTE 172
 ED1529'FOR 2.85 MILES TO A BRIDGE OVER BUTLER CREEK.  CONTINUE GOING
 ED1529'SOUTHWESTERLY ALONG STATE ROUTE 172 FOR 1.1 MILES TO THE JUNCTION
 ED1529'OF COUNTY ROAD 92216 TO THE RIGHT.  TURN RIGHT, GOING WESTERLY
 ED1529'ALONG COUNTY ROAD 92216 FOR 0.75 MILE TO THE TRANSCONTINENTAL
 ED1529'GAS PIPE LINE AND THE COLONIAL PIPE LINE CROSSING AND THE
 ED1529'STATION ON THE RIGHT.
 ED1529'
 ED1529'THE STATION IS LOCATED BETWEEN THE PIPELINES, 185 FEET NORTHEAST
 ED1529'OF THE CENTERLINE OF COUNTY ROAD 92216, 99.8 FEET NORTH-NORTHEAST
 ED1529'OF A POWER POLE, 137.0 FEET EAST-NORTHEAST OF A POWER POLE WITH
 ED1529'A TRANSFORMER ATTACHED, 147.8 FEET EAST-NORTHEAST OF AN
 ED1529'UNDERGROUND GAS PIPE LINE CONCRETE POST MARKER, 165.0 FEET EAST
 ED1529'OF ANOTHER UNDERGROUND GAS PIPE LINE CONCRETE POST MARKER, 104.1
 ED1529'FEET EAST-NORTHEAST OF THE SOUTHEASTERNMOST POST AND HINGE POST
 ED1529'OF A GATE IN A FENCELINE, AND 2.7 FEET NORTH-NORTHEAST OF A
 ED1529'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 052-201
 ED1529'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1529'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1529'STATION IS A STANDARD DISK STAMPED 052-201 1975, SET IN AN
 ED1529'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW THE
 ED1529'SURFACE OF THE GROUND.
 ED1529'
 ED1529'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1529'NORTHWEST ALONG COUNTY ROAD 92216 FOR 0.15 MILE TO THE JUNCTION
 ED1529'OF A DRIVEWAY TO THE LEFT TO THE J.G. FLEEMAN RESIDENCE AND THE
 ED1529'MARK ON THE LEFT.  IT IS LOCATED ON THE PROPERTY OF
 ED1529'MR. J.G. FLEEMAN, 99.0 FEET WEST-SOUTHWEST OF THE POINT OF
 ED1529'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 92216 AND THE
 ED1529'DRIVEWAY, 79.1 FEET WEST OF THE NORTHWESTERN CORNER OF A FENCE,
 ED1529'33.0 FEET EAST OF THE EASTERNMOST POST OF A GATE IN A
 ED1529'FENCELINE, 72.0 FEET SOUTHWEST OF AN 8 INCH PINE TREE LOCATED
 ED1529'ON THE NORTH SIDE OF THE DRIVEWAY, AND 1.0 FOOT NORTH OF A
 ED1529'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 ED1529'STAMPED 052-201 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1529'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1529'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1524 ***********************************************************************
 ED1524  DESIGNATION -  BV 052 203
 ED1524  PID         -  ED1524
 ED1524  STATE/COUNTY-  GA/ELBERT
 ED1524  USGS QUAD   -  BOWMAN (1972)
 ED1524
 ED1524                         *CURRENT SURVEY CONTROL
 ED1524  ___________________________________________________________________
 ED1524* NAD 83(1994)-  34 09 53.47999(N)    083 01 53.68996(W)     ADJUSTED  
 ED1524* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 ED1524  ___________________________________________________________________
 ED1524  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED1524  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 ED1524
 ED1524  HORZ ORDER  -  SECOND
 ED1524
 ED1524.The horizontal coordinates were established by classical geodetic methods
 ED1524.and adjusted by the National Geodetic Survey in September 1997..
 ED1524
 ED1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1524
 ED1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1524
 ED1524.The geoid height was determined by GEOID03.
 ED1524
 ED1524;                    North         East     Units Scale Factor Converg.
 ED1524;SPC GA E     -   462,126.298   120,256.655   MT  0.99997836   -0 29 08.7
 ED1524;SPC GA E     - 1,516,159.36    394,542.04   sFT  0.99997836   -0 29 08.7
 ED1524;UTM  17      - 3,782,299.964   312,736.537   MT  1.00003229   -1 08 28.4
 ED1524
 ED1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1524!SPC GA E     -   0.99997122  x   0.99997836  =   0.99994958
 ED1524!UTM  17      -   0.99997122  x   1.00003229  =   1.00000350
 ED1524
 ED1524|---------------------------------------------------------------------|
 ED1524| PID    Reference Object                     Distance      Geod. Az  |
 ED1524|                                                           dddmmss.s |
 ED1524| ED1523 BV 052 203 GADT 1975 PTA             29.189 METERS 12053     |
 ED1524| ED2811 BV 052 203 AZ MK                                   1221924.6 |
 ED1524|---------------------------------------------------------------------|
 ED1524
 ED1524                          SUPERSEDED SURVEY CONTROL
 ED1524
 ED1524  NAD 83(1986)-  34 09 53.48782(N)    083 01 53.68888(W) AD(       ) 2
 ED1524  NAD 27      -  34 09 53.10075(N)    083 01 54.17996(W) AD(       ) 2
 ED1524  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 ED1524
 ED1524.Superseded values are not recommended for survey control.
 ED1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1524.See file dsdata.txt to determine how the superseded data were derived.
 ED1524
 ED1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1273782300(NAD 83)
 ED1524_MARKER: DD = SURVEY DISK
 ED1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1524
 ED1524  HISTORY     - Date     Condition        Report By
 ED1524  HISTORY     - 1975     MONUMENTED       GADT
 ED1524
 ED1524                          STATION DESCRIPTION
 ED1524
 ED1524'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1524'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH OF
 ED1524'BOWMAN, 4-1/2 MILES WEST OF DEWEY ROSE, AND 6-1/4 MILES
 ED1524'NORTH-NORTHEAST OF PAOLI ON COUNTY RIGHT OF WAY.
 ED1524'
 ED1524'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND
 ED1524'172 IN BOWMAN, GO SOUTHERLY ALONG STATE ROUTE 172 FOR 0.3 MILE
 ED1524'TO THE JUNCTION OF COUNTY ROAD 290 TO THE LEFT AND COUNTY ROAD
 ED1524'143 TO THE RIGHT.  TURN LEFT, GOING SOUTHERLY ALONG COUNTY ROAD
 ED1524'290 FOR 1.25 MILES TO ITS TERMINATION AT THE JUNCTION OF COUNTY
 ED1524'ROAD 127 REVERSE FORKING TO THE LEFT, COUNTY ROAD 127 TO THE
 ED1524'LEFT, AND COUNTY ROAD 132 CONTINUING AHEAD.  CONTINUE GOING
 ED1524'SOUTHWESTERLY ALONG COUNTY ROAD 132 FOR 1.0 MILE TO THE
 ED1524'JUNCTION OF COUNTY ROAD 92216 FORKING TO THE LEFT.  TURN LEFT,
 ED1524'GOING SOUTH ALONG COUNTY ROAD 92216 FOR 0.9 MILE TO THE STATION
 ED1524'ON THE LEFT ON TOP OF A 20 FOOT CUT-BANK.
 ED1524'
 ED1524'THE STATION IS LOCATED 57 FEET NORTHEAST OF THE CENTERLINE OF
 ED1524'COUNTY ROAD 92216, 93.8 FEET SOUTHEAST OF BOTH OF TWO RIGHT OF
 ED1524'WAY MARKERS AT AN OFFSET IN THE RIGHT OF WAY LINE, 41.0 FEET
 ED1524'WEST-SOUTHWEST OF A 14 INCH BLACK JACK OAK TREE, 3.5 FEET WEST
 ED1524'OF A RIGHT OF WAY MARKER, 130.0 FEET EAST-NORTHEAST OF A POWER
 ED1524'POLE LOCATED ON THE SOUTHWEST SIDE OF THE ROAD, AND 2.5 FEET
 ED1524'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED1524'STANDARD BRASS DISK STAMPED 052-203 1975, SET IN THE TOP OF A 10
 ED1524'INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE
 ED1524'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1524'STAMPED 052-203 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1524'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1524'
 ED1524'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1524'SOUTHEASTERLY ALONG COUNTY ROAD 92216 FOR 1.1 MILES TO THE MARK
 ED1524'ON THE RIGHT.  IT IS LOCATED 47 FEET SOUTH OF THE CENTERLINE OF
 ED1524'COUNTY ROAD 92216, 191.0 FEET EAST-SOUTHEAST OF A RIGHT OF WAY
 ED1524'MARKER, 131.0 FEET WEST-SOUTHWEST OF A RIGHT OF WAY MARKER ON THE
 ED1524'NORTH SIDE OF THE ROAD, AND 3.0 FEET NORTHEAST OF A WITNESS
 ED1524'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 052-203
 ED1524'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1524'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1519 ***********************************************************************
 ED1519  DESIGNATION -  BV 052 204
 ED1519  PID         -  ED1519
 ED1519  STATE/COUNTY-  GA/ELBERT
 ED1519  USGS QUAD   -  BOWMAN (1972)
 ED1519
 ED1519                         *CURRENT SURVEY CONTROL
 ED1519  ___________________________________________________________________
 ED1519* NAD 83(1994)-  34 11 48.02659(N)    083 00 14.06958(W)     ADJUSTED  
 ED1519* NAVD 88     -       227.8    (meters)     747.     (feet)  VERTCON   
 ED1519  ___________________________________________________________________
 ED1519  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 ED1519  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED1519
 ED1519  HORZ ORDER  -  SECOND
 ED1519
 ED1519.The horizontal coordinates were established by classical geodetic methods
 ED1519.and adjusted by the National Geodetic Survey in September 1997..
 ED1519
 ED1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1519
 ED1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1519
 ED1519.The geoid height was determined by GEOID03.
 ED1519
 ED1519;                    North         East     Units Scale Factor Converg.
 ED1519;SPC GA E     -   465,634.289   122,837.033   MT  0.99997337   -0 28 14.1
 ED1519;SPC GA E     - 1,527,668.50    403,007.83   sFT  0.99997337   -0 28 14.1
 ED1519;UTM  17      - 3,785,778.368   315,357.026   MT  1.00002027   -1 07 35.7
 ED1519
 ED1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1519!SPC GA E     -   0.99996889  x   0.99997337  =   0.99994226
 ED1519!UTM  17      -   0.99996889  x   1.00002027  =   0.99998916
 ED1519
 ED1519:                Primary Azimuth Mark                     Grid Az
 ED1519:SPC GA E     -  BV 052 204 AZ MK                         157 13 10.9
 ED1519:UTM  17      -  BV 052 204 AZ MK                         157 52 32.5
 ED1519
 ED1519|---------------------------------------------------------------------|
 ED1519| PID    Reference Object                     Distance      Geod. Az  |
 ED1519|                                                           dddmmss.s |
 ED1519| ED2812 BV 052 204 AZ MK                                   1564456.8 |
 ED1519|---------------------------------------------------------------------|
 ED1519
 ED1519                          SUPERSEDED SURVEY CONTROL
 ED1519
 ED1519  NAD 83(1986)-  34 11 48.03436(N)    083 00 14.06851(W) AD(       ) 2
 ED1519  NAD 27      -  34 11 47.64969(N)    083 00 14.55512(W) AD(       ) 2
 ED1519  NGVD 29 (07/19/86)  227.9    (m)          748.     (f) VERT ANG       
 ED1519
 ED1519.Superseded values are not recommended for survey control.
 ED1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1519.See file dsdata.txt to determine how the superseded data were derived.
 ED1519
 ED1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1535785778(NAD 83)
 ED1519_MARKER: DD = SURVEY DISK
 ED1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1519
 ED1519  HISTORY     - Date     Condition        Report By
 ED1519  HISTORY     - 1975     MONUMENTED       GADT
 ED1519
 ED1519                          STATION DESCRIPTION
 ED1519
 ED1519'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1519'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST-SOUTHEAST
 ED1519'OF BOWMAN, 3-1/2 MILES WEST-NORTHWEST OF DEWEY ROSE, AND 8-3/4
 ED1519'MILES NORTHEAST OF PAOLI ON THE PROPERTY OF MRS. EUGENE JORDAN.
 ED1519'
 ED1519'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND
 ED1519'172 IN BOWMAN, GO SOUTHEASTERLY ALONG STATE ROUTE 17 FOR 1.65
 ED1519'MILES TO THE JUNCTION OF COUNTY ROAD 90987 TO THE RIGHT.  TURN
 ED1519'RIGHT, GOING SOUTH ALONG COUNTY ROAD 90987 FOR 0.05 MILE TO THE
 ED1519'STATION ON THE LEFT.
 ED1519'
 ED1519'THE STATION IS LOCATED 21 FEET EAST OF THE CENTERLINE OF
 ED1519'COUNTY ROAD 90987, 4.0 FEET NORTH-NORTHWEST OF A FENCE CORNER
 ED1519'POST AT AN OBLIQUE ANGLE IN THE FENCELINE, 70.0 FEET EAST OF
 ED1519'THE NORTHEAST CORNER OF THE FRONT PORCH OF AN OLD HOUSE ON THE
 ED1519'WEST SIDE OF THE ROAD, 9.0 FEET SOUTHWEST OF A 13 INCH PINE
 ED1519'TREE, 34.0 FEET SOUTH OF A 15 INCH PINE TREE, 99.0 FEET
 ED1519'EAST-SOUTHEAST OF A POWER POLE LOCATED ON THE WEST SIDE OF THE
 ED1519'ROAD, AND 2.9 FEET WEST OF A WITNESS POST SET AT THE
 ED1519'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 052-204 1975,
 ED1519'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1519'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1519'STATION IS A STANDARD DISK STAMPED 052-204 1975, SET IN AN
 ED1519'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE
 ED1519'SURFACE OF THE GROUND.
 ED1519'
 ED1519'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED1519'ALONG COUNTY ROAD 90987 FOR 0.3 MILE TO THE MARK ON THE
 ED1519'LEFT.  IT IS LOCATED 23 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1519'OF COUNTY ROAD 90987, 118 FEET NORTHEAST OF THE NORTHERNMOST
 ED1519'CORNER OF A HOUSE TRAILER ON THE WEST SIDE OF THE ROAD, 3.5 FEET
 ED1519'WEST-SOUTHWEST OF A FENCE CORNER POST, 61.0 FEET SOUTH-SOUTHWEST
 ED1519'OF A POWER POLE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT
 ED1519'IS A STANDARD DISK STAMPED 052-204 1975 AZMK, SET IN THE TOP
 ED1519'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1519'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2464 ***********************************************************************
 ED2464  DESIGNATION -  BV 052 205
 ED2464  PID         -  ED2464
 ED2464  STATE/COUNTY-  GA/ELBERT
 ED2464  USGS QUAD   -  DEWY ROSE (1973)
 ED2464
 ED2464                         *CURRENT SURVEY CONTROL
 ED2464  ___________________________________________________________________
 ED2464* NAD 83(1994)-  34 12 57.75575(N)    082 57 16.46883(W)     ADJUSTED  
 ED2464* NAVD 88     -       223.     (meters)     732.     (feet)  VERTCON   
 ED2464  ___________________________________________________________________
 ED2464  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ED2464  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED2464
 ED2464  HORZ ORDER  -  SECOND
 ED2464
 ED2464.The horizontal coordinates were established by classical geodetic methods
 ED2464.and adjusted by the National Geodetic Survey in September 1997..
 ED2464
 ED2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2464
 ED2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2464
 ED2464.The geoid height was determined by GEOID03.
 ED2464
 ED2464;                    North         East     Units Scale Factor Converg.
 ED2464;SPC GA E     -   467,746.456   127,400.496   MT  0.99996495   -0 26 35.1
 ED2464;SPC GA E     - 1,534,598.16    417,979.79   sFT  0.99996495   -0 26 35.1
 ED2464;UTM  17      - 3,787,838.221   319,944.565   MT  0.99999964   -1 05 57.8
 ED2464
 ED2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2464!SPC GA E     -   0.99996966  x   0.99996495  =   0.99993461
 ED2464!UTM  17      -   0.99996966  x   0.99999964  =   0.99996930
 ED2464
 ED2464|---------------------------------------------------------------------|
 ED2464| PID    Reference Object                     Distance      Geod. Az  |
 ED2464|                                                           dddmmss.s |
 ED2464| ED3003 BV 052 205 AZ MK                                   01341     |
 ED2464| ED2466 DEWEY ROSE RM 3                     APPROX. 5.0 KM 1813306.8 |
 ED2464| ED2465 BV 052 205 GADT 1975 PTA             26.418 METERS 31936     |
 ED2464|---------------------------------------------------------------------|
 ED2464
 ED2464                          SUPERSEDED SURVEY CONTROL
 ED2464
 ED2464  NAD 83(1986)-  34 12 57.76353(N)    082 57 16.46769(W) AD(       ) 2
 ED2464  NAD 27      -  34 12 57.37950(N)    082 57 16.96533(W) AD(       ) 2
 ED2464  NGVD 29 (07/19/86)  223.     (m)          732.     (f) VERT ANG       
 ED2464
 ED2464.Superseded values are not recommended for survey control.
 ED2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2464.See file dsdata.txt to determine how the superseded data were derived.
 ED2464
 ED2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1994587838(NAD 83)
 ED2464_MARKER: DD = SURVEY DISK
 ED2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2464
 ED2464  HISTORY     - Date     Condition        Report By
 ED2464  HISTORY     - 1976     MONUMENTED       GADT
 ED2464
 ED2464                          STATION DESCRIPTION
 ED2464
 ED2464'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2464'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH OF DEWEY
 ED2464'ROSE, 4-1/2 MILES EAST-NORTHEAST OF BOWMAN, AND 6-3/4 MILES
 ED2464'EAST-SOUTHEAST OF VANNA ON THE PROPERTY OF HENRY EDDISON.
 ED2464'
 ED2464'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED2464'STATE ROUTE 172 IN BOWMAN, GO NORTHEAST ALONG STATE ROUTE 172 FOR
 ED2464'2.1 MILES TO THE JUNCTION OF COUNTY ROAD 167 CROSSING.  CONTINUE
 ED2464'GOING NORTHEAST ALONG STATE ROUTE 172 FOR 1.7 MILES TO THE
 ED2464'JUNCTION OF COUNTY ROAD 90986 CROSSING.  TURN RIGHT, GOING
 ED2464'SOUTHEASTERLY ALONG COUNTY ROAD 90986 FOR 2.4 MILES TO THE
 ED2464'JUNCTION OF COUNTY ROAD 171 TO THE RIGHT AND COUNTY ROAD 61 TO
 ED2464'THE LEFT AND THE LIBERTY BAPTIST CHURCH ON THE LEFT.  TURN RIGHT,
 ED2464'GOING SOUTH ALONG COUNTY ROAD 171 FOR 0.4 MILE TO THE
 ED2464'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY
 ED2464'ROAD 171 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 ED2464'
 ED2464'THE STATION IS LOCATED 16 FEET WEST OF THE CENTERLINE OF COUNTY
 ED2464'ROAD 171, 8.0 FEET SOUTH OF A 24 INCH OAK TREE, 7.0 FEET NORTHWEST
 ED2464'OF A 14 INCH OAK TREE, 9.0 FEET NORTH-NORTHEAST OF AN OPEN WELL,
 ED2464'AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED2464'STAMPED 052-205 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED2464'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED2464'UNDERGROUND STATION IS A STANDARD DISK STAMPED 052-205 1975, SET IN
 ED2464'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.60 METER
 ED2464'BELOW THE SURFACE OF THE GROUND.
 ED2464'
 ED2464'THE AZIMUTH MARK IS LOCATED 24 FEET WEST-NORTHWEST OF THE
 ED2464'CENTERLINE OF COUNTY ROAD 171, 41 FEET WEST-SOUTHWEST OF THE POINT
 ED2464'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 171 AND A TRACK
 ED2464'FIELD ROAD TO THE WEST, 13 FEET SOUTH OF THE CENTERLINE OF THE
 ED2464'TRACK FIELD ROAD, AND 3.0 FEET EAST-SOUTHEAST OF A WITNESS
 ED2464'POST.  IT IS A STANDARD DISK STAMPED 052-205 1975 AZMK, SET IN
 ED2464'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED2464'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1532 ***********************************************************************
 ED1532  DESIGNATION -  BV 052 206
 ED1532  PID         -  ED1532
 ED1532  STATE/COUNTY-  GA/ELBERT
 ED1532  USGS QUAD   -  CARLTON (1972)
 ED1532
 ED1532                         *CURRENT SURVEY CONTROL
 ED1532  ___________________________________________________________________
 ED1532* NAD 83(1994)-  34 06 21.54874(N)    083 00 06.93357(W)     ADJUSTED  
 ED1532* NAVD 88     -       197.2    (meters)     647.     (feet)  VERTCON   
 ED1532  ___________________________________________________________________
 ED1532  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ED1532  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 ED1532
 ED1532  HORZ ORDER  -  SECOND
 ED1532
 ED1532.The horizontal coordinates were established by classical geodetic methods
 ED1532.and adjusted by the National Geodetic Survey in September 1997..
 ED1532
 ED1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1532
 ED1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1532
 ED1532.The geoid height was determined by GEOID03.
 ED1532
 ED1532;                    North         East     Units Scale Factor Converg.
 ED1532;SPC GA E     -   455,573.787   122,937.399   MT  0.99997318   -0 28 06.1
 ED1532;SPC GA E     - 1,494,661.67    403,337.12   sFT  0.99997318   -0 28 06.1
 ED1532;UTM  17      - 3,775,716.904   315,342.335   MT  1.00002035   -1 07 22.3
 ED1532
 ED1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1532!SPC GA E     -   0.99997366  x   0.99997318  =   0.99994684
 ED1532!UTM  17      -   0.99997366  x   1.00002035  =   0.99999401
 ED1532
 ED1532:                Primary Azimuth Mark                     Grid Az
 ED1532:SPC GA E     -  ELBERTON COMOLLI GRANITE TANK            086 37 48.5
 ED1532:UTM  17      -  ELBERTON COMOLLI GRANITE TANK            087 17 04.7
 ED1532
 ED1532|---------------------------------------------------------------------|
 ED1532| PID    Reference Object                     Distance      Geod. Az  |
 ED1532|                                                           dddmmss.s |
 ED1532| ED2451 ELBERTON COMOLLI GRANITE TANK       APPROX. 9.0 KM 0860942.4 |
 ED1532| ED2450 ELBERTON WARNER CABLE TV MAST       APPROX.10.2 KM 0973134.1 |
 ED1532| ED2813 BV 052 206 AZ MK                                   1684821.6 |
 ED1532|---------------------------------------------------------------------|
 ED1532
 ED1532                          SUPERSEDED SURVEY CONTROL
 ED1532
 ED1532  NAD 83(1986)-  34 06 21.55629(N)    083 00 06.93259(W) AD(       ) 2
 ED1532  NAD 27      -  34 06 21.16833(N)    083 00 07.41987(W) AD(       ) 2
 ED1532  NGVD 29 (07/19/86)  197.3    (m)          647.     (f) VERT ANG       
 ED1532
 ED1532.Superseded values are not recommended for survey control.
 ED1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1532.See file dsdata.txt to determine how the superseded data were derived.
 ED1532
 ED1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1534275717(NAD 83)
 ED1532_MARKER: DD = SURVEY DISK
 ED1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1532
 ED1532  HISTORY     - Date     Condition        Report By
 ED1532  HISTORY     - 1976     MONUMENTED       GADT
 ED1532
 ED1532                          STATION DESCRIPTION
 ED1532
 ED1532'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED1532'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH-NORTHEAST
 ED1532'OF CARLTON, 5-1/4 MILES EAST-NORTHEAST OF PAOLI, AND 7-3/4 MILES
 ED1532'WEST OF ELBERTON ON COUNTY RIGHT OF WAY.
 ED1532'
 ED1532'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CARLTON, GO
 ED1532'EAST ALONG STATE ROUTE 72 FOR 0.35 MILE TO THE JUNCTION OF
 ED1532'COUNTY ROAD 91092 TO THE RIGHT.  CONTINUE GOING NORTHEASTERLY
 ED1532'ALONG STATE ROUTE 72 FOR 2.6 MILES TO THE WEST END OF A BRIDGE
 ED1532'OVER BROAD RIVER.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 72
 ED1532'FOR 0.35 MILE TO THE JUNCTION OF COUNTY ROAD 79 FORKING TO THE
 ED1532'LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 79 FOR
 ED1532'0.75 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 ED1532'91342 CROSSING.  TURN LEFT, GOING NORTH ALONG COUNTY ROAD
 ED1532'91342 FOR 0.45 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 82 TO
 ED1532'THE RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91342
 ED1532'FOR 1.0 MILE TO THE JUNCTION OF TRIPPLE LAKE ROAD TO THE RIGHT
 ED1532'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG
 ED1532'COUNTY ROAD 91342 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 ED1532'
 ED1532'THE STATION IS LOCATED 29 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1532'OF COUNTY ROAD 91342, 21.9 FEET SOUTH-SOUTHWEST OF THE NORTHEASTERN
 ED1532'CORNER POST OF A FENCE, 141.8 FEET NORTH OF A TELEPHONE POLE WITH
 ED1532'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, 65.0 FEET
 ED1532'WEST-NORTHWEST OF A POWER POLE WITH TRANSFORMER ATTACHED, 117.0
 ED1532'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK RESIDENCE OF
 ED1532'E.T. PARHAM, AND 3.2 FEET WEST-NORTHWEST OF A WITNESS POST SET
 ED1532'AT THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 052-206
 ED1532'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1532'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1532'IS A STANDARD DISK STAMPED 052-206 1975, SET IN AN IRREGULAR
 ED1532'MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF
 ED1532'THE GROUND.
 ED1532'
 ED1532'THE AZIMUTH MARK IS LOCATED 21 FEET EAST-NORTHEAST OF THE
 ED1532'CENTERLINE OF COUNTY ROAD 92341, 34.3 FEET NORTHWEST OF A
 ED1532'RAILWAY CROSS TIE, THE SOUTHERN CORNER POST OF A FENCE, 93.5
 ED1532'FEET SOUTH OF ANOTHER CROSS TIE USED AS A FENCE POST IN THE
 ED1532'FENCELINE, 78.5 FEET NORTHWEST OF THE EASTERNMOST SUPPORT POST
 ED1532'OF A COCA COLA, WEBBS TRIPPLE LAKE STORE SIGN ON THE SOUTH SIDE
 ED1532'OF TRIPPLE LAKE ROAD, 86.0 FEET NORTHEAST OF A POWER POLE ON
 ED1532'THE WEST SIDE OF COUNTY ROAD 91342, AND 2.0 FEET
 ED1532'WEST-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 ED1532'A STANDARD DISK STAMPED 052-206 1975 AZMK, SET IN THE TOP OF
 ED1532'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1532'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2461 ***********************************************************************
 ED2461  DESIGNATION -  BV 052 207
 ED2461  PID         -  ED2461
 ED2461  STATE/COUNTY-  GA/ELBERT
 ED2461  USGS QUAD   -  DEWY ROSE (1973)
 ED2461
 ED2461                         *CURRENT SURVEY CONTROL
 ED2461  ___________________________________________________________________
 ED2461* NAD 83(1994)-  34 07 47.64442(N)    082 56 49.72918(W)     ADJUSTED  
 ED2461* NAVD 88     -       205.     (meters)     673.     (feet)  VERTCON   
 ED2461  ___________________________________________________________________
 ED2461  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ED2461  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ED2461
 ED2461  HORZ ORDER  -  SECOND
 ED2461
 ED2461.The horizontal coordinates were established by classical geodetic methods
 ED2461.and adjusted by the National Geodetic Survey in September 1997..
 ED2461
 ED2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2461
 ED2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2461
 ED2461.The geoid height was determined by GEOID03.
 ED2461
 ED2461;                    North         East     Units Scale Factor Converg.
 ED2461;SPC GA E     -   458,186.464   128,011.803   MT  0.99996386   -0 26 16.5
 ED2461;SPC GA E     - 1,503,233.42    419,985.39   sFT  0.99996386   -0 26 16.5
 ED2461;UTM  17      - 3,778,271.534   320,446.465   MT  0.99999743   -1 05 34.0
 ED2461
 ED2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2461!SPC GA E     -   0.99997245  x   0.99996386  =   0.99993632
 ED2461!UTM  17      -   0.99997245  x   0.99999743  =   0.99996988
 ED2461
 ED2461|---------------------------------------------------------------------|
 ED2461| PID    Reference Object                     Distance      Geod. Az  |
 ED2461|                                                           dddmmss.s |
 ED2461| ED3004 BV 052 207 AZ MK                                   03155     |
 ED2461| ED2449 ELBERTON                            APPROX. 6.5 KM 1013654.7 |
 ED2461| ED2460 BV 052 207 GADT 1975 PTA             29.166 METERS 17332     |
 ED2461|---------------------------------------------------------------------|
 ED2461
 ED2461                          SUPERSEDED SURVEY CONTROL
 ED2461
 ED2461  NAD 83(1986)-  34 07 47.65217(N)    082 56 49.72823(W) AD(       ) 2
 ED2461  NAD 27      -  34 07 47.26151(N)    082 56 50.22927(W) AD(       ) 2
 ED2461  NGVD 29 (07/19/86)  205.     (m)          673.     (f) VERT ANG       
 ED2461
 ED2461.Superseded values are not recommended for survey control.
 ED2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2461.See file dsdata.txt to determine how the superseded data were derived.
 ED2461
 ED2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2044678272(NAD 83)
 ED2461_MARKER: DD = SURVEY DISK
 ED2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2461
 ED2461  HISTORY     - Date     Condition        Report By
 ED2461  HISTORY     - 1976     MONUMENTED       GADT
 ED2461
 ED2461                          STATION DESCRIPTION
 ED2461
 ED2461'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2461'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH OF DEWEY
 ED2461'ROSE, 4-3/4 MILES WEST-NORTHWEST OF ELBERTON, AND 7-3/4 MILES
 ED2461'NORTHEAST OF CARLTON ON THE PROPERTY OF BERT BARGER.
 ED2461'
 ED2461'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17, 72,
 ED2461'AND 77 IN ELBERTON, GO NORTHWESTERLY ALONG STATE ROUTES 17 AND 72
 ED2461'FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTE 72 FORKING TO THE
 ED2461'SOUTHWEST.  CONTINUE GOING NORTHWESTERLY ALONG STATE ROUTE 17 FOR
 ED2461'3.3 MILES TO THE JUNCTION OF COUNTY ROAD 92216 FORKING TO THE
 ED2461'LEFT.  TURN LEFT, GOING EAST ALONG COUNTY ROAD 92216 FOR 0.9
 ED2461'MILE TO THE JUNCTION OF COUNTY ROAD 110 TO THE LEFT.  TURN LEFT,
 ED2461'GOING SOUTHWESTERLY ALONG COUNTY ROAD 110 FOR 1.25 MILES TO THE
 ED2461'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTHWESTERLY ALONG
 ED2461'COUNTY ROAD 110 FOR 0.1 MILE TO A WHITE FRAME HOUSE ON THE RIGHT
 ED2461'AND THE STATION ON THE LEFT.
 ED2461'
 ED2461'THE STATION IS LOCATED 45 FEET SOUTHEAST OF THE CENTERLINE OF
 ED2461'COUNTY ROAD 110, 120.0 FEET SOUTHWEST OF A POWER POLE, 20.0 FEET
 ED2461'NORTHEAST OF A 6 INCH CEDAR TREE, 105.0 FEET SOUTH OF A 36 INCH
 ED2461'OAK TREE ON THE NORTHWEST SIDE OF THE ROAD AND EAST OF THE WHITE
 ED2461'HOUSE, AND 1.5 FEET SOUTHEAST OF A WITNESS POST SET AT A
 ED2461'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 052-207 1975,
 ED2461'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED2461'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED2461'STANDARD DISK STAMPED 052-207 1975, SET IN AN IRREGULAR MASS OF
 ED2461'CONCRETE APPROXIMATELY 0.66 METER BELOW THE SURFACE OF THE
 ED2461'GROUND.
 ED2461'
 ED2461'THE AZIMUTH MARK IS LOCATED 21 FEET EAST-SOUTHEAST OF THE
 ED2461'CENTERLINE OF COUNTY ROAD 110, 47 FEET SOUTH-SOUTHEAST OF THE
 ED2461'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 110 AND
 ED2461'A DRIVEWAY TO THE SOUTHEAST, 55.0 FEET SOUTH OF A 14 INCH WATER
 ED2461'OAK TREE, 55.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, 4.0 FEET
 ED2461'WEST OF THE NORTHERNMOST CORNER POST OF A FENCE, AND 2.5 FEET
 ED2461'WEST-NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT
 ED2461'IS A STANDARD DISK STAMPED 052-207 1975 AZMK, SET IN THE TOP
 ED2461'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED2461'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2459 ***********************************************************************
 ED2459  DESIGNATION -  BV 052 208
 ED2459  PID         -  ED2459
 ED2459  STATE/COUNTY-  GA/ELBERT
 ED2459  USGS QUAD   -  DEWY ROSE (1973)
 ED2459
 ED2459                         *CURRENT SURVEY CONTROL
 ED2459  ___________________________________________________________________
 ED2459* NAD 83(1994)-  34 13 59.58414(N)    082 53 48.81871(W)     ADJUSTED  
 ED2459* NAVD 88     -       223.9    (meters)     735.     (feet)  VERTCON   
 ED2459  ___________________________________________________________________
 ED2459  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 ED2459  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 ED2459
 ED2459  HORZ ORDER  -  SECOND
 ED2459
 ED2459.The horizontal coordinates were established by classical geodetic methods
 ED2459.and adjusted by the National Geodetic Survey in September 1997..
 ED2459
 ED2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2459
 ED2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2459
 ED2459.The geoid height was determined by GEOID03.
 ED2459
 ED2459;                    North         East     Units Scale Factor Converg.
 ED2459;SPC GA E     -   469,611.838   132,729.074   MT  0.99995576   -0 24 38.9
 ED2459;SPC GA E     - 1,540,718.17    435,461.97   sFT  0.99995576   -0 24 38.9
 ED2459;UTM  17      - 3,789,642.482   325,294.313   MT  0.99997625   -1 04 02.6
 ED2459
 ED2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2459!SPC GA E     -   0.99996951  x   0.99995576  =   0.99992527
 ED2459!UTM  17      -   0.99996951  x   0.99997625  =   0.99994576
 ED2459
 ED2459:                Primary Azimuth Mark                     Grid Az
 ED2459:SPC GA E     -  HARTWELL FAA MICROWAVE                   027 20 15.9
 ED2459:UTM  17      -  HARTWELL FAA MICROWAVE                   027 59 39.6
 ED2459
 ED2459|---------------------------------------------------------------------|
 ED2459| PID    Reference Object                     Distance      Geod. Az  |
 ED2459|                                                           dddmmss.s |
 ED2459| ED2479 HARTWELL FAA MICROWAVE              APPROX.13.0 KM 0265537.0 |
 ED2459| ED3292 BV 052 208 2                          3.805 METERS 09710     |
 ED2459| ED2456 ELBERTON ATT MICROWAVE              APPROX. 4.8 KM 1652337.8 |
 ED2459| ED3005 BV 052 208 AZ MK                                   1714227.9 |
 ED2459| ED2493 HARTWELL DUNLOP TANK                APPROX.12.8 KM 3310915.2 |
 ED2459|---------------------------------------------------------------------|
 ED2459
 ED2459                          SUPERSEDED SURVEY CONTROL
 ED2459
 ED2459  NAD 83(1986)-  34 13 59.59190(N)    082 53 48.81744(W) AD(       ) 2
 ED2459  NAD 27      -  34 13 59.20903(N)    082 53 49.32045(W) AD(       ) 2
 ED2459  NGVD 29 (07/19/86)  224.0    (m)          735.     (f) VERT ANG       
 ED2459
 ED2459.Superseded values are not recommended for survey control.
 ED2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2459.See file dsdata.txt to determine how the superseded data were derived.
 ED2459
 ED2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2529489642(NAD 83)
 ED2459_MARKER: DD = SURVEY DISK
 ED2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2459
 ED2459  HISTORY     - Date     Condition        Report By
 ED2459  HISTORY     - 1976     MONUMENTED       GADT
 ED2459
 ED2459                          STATION DESCRIPTION
 ED2459
 ED2459'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2459'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTH OF
 ED2459'NUBERG, 8 MILES EAST-NORTHEAST OF BOWMAN, AND 8-1/2 MILES
 ED2459'NORTH-NORTHWEST OF ELBERTON ON STATE RIGHT OF WAY.
 ED2459'
 ED2459'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 ED2459'STATE ROUTE 368, LOCATED APPROXIMATELY 3 MILES NORTH OF ELBERTON,
 ED2459'GO NORTH ALONG STATE ROUTE 77 FOR 3.4 MILES TO THE JUNCTION OF
 ED2459'COUNTY ROAD 90986 CROSSING.  CONTINUE GOING NORTH ALONG STATE
 ED2459'ROUTE 77 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED2459'GOING NORTH ALONG STATE ROUTE 77 FOR 0.35 MILE TO THE STATION ON
 ED2459'THE RIGHT AT THE TOP OF A 10 FOOT CUT BANK.
 ED2459'
 ED2459'THE STATION IS LOCATED 37.5 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED2459'OF STATE ROUTE 77, 232.0 FEET NORTH-NORTHEAST OF THE POINT OF
 ED2459'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 77 AND COUNTY ROAD
 ED2459'175 CROSSING, 222.5 FEET NORTHWEST OF THE SOUTHERNMOST CORNER POST
 ED2459'OF A FENCE, 179.5 FEET NORTHWEST OF A POWER POLE, AND 2.6 FEET
 ED2459'WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED2459'STAMPED 052-208 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED2459'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED2459'UNDERGROUND STATION IS A STANDARD DISK STAMPED 073-216 1975
 ED2459'(SIC), SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 ED2459'METER BELOW THE SURFACE OF THE GROUND.
 ED2459'
 ED2459'THE AZIMUTH MARK IS LOCATED 30 FEET WEST OF THE CENTERLINE OF
 ED2459'STATE ROUTE 77, 106.5 FEET WEST-SOUTHWEST OF A POWER POLE ON THE
 ED2459'EAST SIDE OF THE ROAD, 94.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 ED2459'POST OF A FENCE ON THE EAST SIDE OF THE ROAD, AND 3.0 FEET EAST
 ED2459'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 ED2459'STAMPED 052-208 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED2459'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED2459'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2415 ***********************************************************************
 ED2415  DESIGNATION -  BV 052 209
 ED2415  PID         -  ED2415
 ED2415  STATE/COUNTY-  GA/ELBERT
 ED2415  USGS QUAD   -  ROCK BRANCH (1972)
 ED2415
 ED2415                         *CURRENT SURVEY CONTROL
 ED2415  ___________________________________________________________________
 ED2415* NAD 83(1994)-  34 10 13.53477(N)    082 47 06.04254(W)     ADJUSTED  
 ED2415* NAVD 88     -       204.5    (meters)     671.     (feet)  VERTCON   
 ED2415  ___________________________________________________________________
 ED2415  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ED2415  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED2415
 ED2415  HORZ ORDER  -  SECOND
 ED2415
 ED2415.The horizontal coordinates were established by classical geodetic methods
 ED2415.and adjusted by the National Geodetic Survey in September 1997..
 ED2415
 ED2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2415
 ED2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2415
 ED2415.The geoid height was determined by GEOID03.
 ED2415
 ED2415;                    North         East     Units Scale Factor Converg.
 ED2415;SPC GA E     -   462,578.931   142,993.942   MT  0.99994005   -0 20 50.3
 ED2415;SPC GA E     - 1,517,644.38    469,139.29   sFT  0.99994005   -0 20 50.3
 ED2415;UTM  17      - 3,782,492.456   335,478.056   MT  0.99993366   -1 00 10.0
 ED2415
 ED2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2415!SPC GA E     -   0.99997253  x   0.99994005  =   0.99991258
 ED2415!UTM  17      -   0.99997253  x   0.99993366  =   0.99990619
 ED2415
 ED2415|---------------------------------------------------------------------|
 ED2415| PID    Reference Object                     Distance      Geod. Az  |
 ED2415|                                                           dddmmss.s |
 ED2415| ED3006 BV 052 209 AZ MK                                   18013     |
 ED2415| ED2421 HARM                                APPROX. 6.8 KM 2820752.4 |
 ED2415|---------------------------------------------------------------------|
 ED2415
 ED2415                          SUPERSEDED SURVEY CONTROL
 ED2415
 ED2415  NAD 83(1986)-  34 10 13.54234(N)    082 47 06.04159(W) AD(       ) 2
 ED2415  NAD 27      -  34 10 13.14975(N)    082 47 06.55851(W) AD(       ) 2
 ED2415  NGVD 29 (07/19/86)  204.6    (m)          671.     (f) VERT ANG       
 ED2415
 ED2415.Superseded values are not recommended for survey control.
 ED2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2415.See file dsdata.txt to determine how the superseded data were derived.
 ED2415
 ED2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3547882492(NAD 83)
 ED2415_MARKER: DD = SURVEY DISK
 ED2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2415+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1999
 ED2415
 ED2415  HISTORY     - Date     Condition        Report By
 ED2415  HISTORY     - 1976     MONUMENTED       GADT
 ED2415  HISTORY     - 19991210 GOOD             METRIC
 ED2415
 ED2415                          STATION DESCRIPTION
 ED2415
 ED2415'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2415'THE STATION IS LOCATED IN THE COMMUNITY OF RUCKERSVILLE,
 ED2415'APPROXIMATELY 5 MILES NORTH OF MIDDLETON AND 6-1/4 MILES NORTHEAST
 ED2415'OF ELBERTON ON THE PROPERTY OF BUFORD EATON.
 ED2415'
 ED2415'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 77 AND 368,
 ED2415'LOCATED ABOUT 3 MILES NORTH OF ELBERTON, GO NORTH ALONG STATE ROUTE
 ED2415'368 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 191 FORKING TO THE
 ED2415'RIGHT.  TURN RIGHT, GOING EASTERLY ALONG COUNTY ROAD 191 FOR 1.3
 ED2415'MILES TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 90986
 ED2415'CROSSING.  TURN RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED2415'90986 FOR 0.85 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY
 ED2415'ROAD 90985 CROSSING.  TURN LEFT, GOING EAST ALONG COUNTY ROAD
 ED2415'90985 FOR 3.15 MILES TO THE JUNCTION OF COUNTY ROAD 92218 TO THE
 ED2415'RIGHT AND COUNTY ROAD 224 TO THE LEFT AND A SIGN VAN CREEK
 ED2415'BAPTIST CHURCH ON THE RIGHT.  TURN LEFT, GOING NORTHWEST ALONG
 ED2415'COUNTY ROAD 224 FOR 0.05 MILE TO THE JUNCTION OF A DIRT
 ED2415'DRIVEWAY TO THE RIGHT.  TURN RIGHT, GOING NORTHEAST ALONG THE
 ED2415'DIRT DRIVEWAY FOR 0.1 MILE TO THE JUNCTION OF A DRIVEWAY LEADING
 ED2415'TO THE BUFORD EATON RESIDENCE TO THE LEFT.  TURN LEFT, GOING
 ED2415'WESTERLY ALONG THE DRIVEWAY AND TRACK FIELD ROAD, PASSING
 ED2415'THE EATON RESIDENCE FOR 0.1 MILE TO A METAL GATE IN A WOVEN
 ED2415'WIRE FENCE AND THE STATION APPROXIMATELY 150 FEET WEST OF THE
 ED2415'GATE.
 ED2415'
 ED2415'THE STATION IS LOCATED 134.0 FEET WEST OF THE NORTHERNMOST GATE
 ED2415'POST OF THE METAL GATE, 158.5 FEET SOUTHWEST OF A CORNER OF THE
 ED2415'FENCE NORTH OF THE GATE, 104.0 FEET EAST-NORTHEAST OF A 36 INCH
 ED2415'OAK TREE AT THE EASTERNMOST CORNER OF ANOTHER FENCE, 52.0 FEET
 ED2415'NORTHWEST OF A 26 INCH FORKED CHINABERRY TREE, 60.0 FEET
 ED2415'NORTHWEST OF A 16 INCH CEDAR TREE, 103.0 FEET NORTH-NORTHEAST OF
 ED2415'A 12 INCH CEDAR TREE, AND 134.0 FEET WEST OF A WITNESS POST SET
 ED2415'AT THE FENCELINE SOUTH OF THE GATE.  IT IS A STANDARD BRASS
 ED2415'DISK STAMPED 052-209 1975, SET IN THE TOP OF A 10 INCH
 ED2415'CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 ED2415'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED2415'052-209 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2415'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 ED2415'
 ED2415'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 224
 ED2415'AND THE DIRT DRIVEWAY, CONTINUE GOING NORTHWESTERLY ALONG COUNTY
 ED2415'ROAD 224 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED
 ED2415'22 FEET NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 224, 31
 ED2415'FEET NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 ED2415'COUNTY ROAD 224 AND A DIRT DRIVEWAY, 6.7 FEET EAST OF A 24 INCH
 ED2415'CEDAR TREE, 6.5 FEET SOUTHWEST OF A 15 INCH CEDAR TREE, 44.0
 ED2415'FEET EAST-NORTHEAST OF A 24 INCH CEDAR TREE, 47.0 FEET
 ED2415'NORTH-NORTHWEST OF TELEPHONE POLE NUMBER 35 ON THE SOUTH SIDE OF
 ED2415'THE ROAD, 47.0 FEET WEST-SOUTHWEST OF A FENCE CORNER AND 19.8
 ED2415'FEET SOUTH-SOUTHWEST OF A WITNESS POST SET AT THE SOUTHERNMOST
 ED2415'CORNER OF A CONCRETE BLOCK PUMPHOUSE.  IT IS A STANDARD DISK
 ED2415'STAMPED 052-209 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED2415'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED2415'GROUND.
 ED2415
 ED2415                          STATION RECOVERY (1999)
 ED2415
 ED2415'RECOVERY NOTE BY METRIC SURVEYS 1999 (HLB)
 ED2415'WP GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2419 ***********************************************************************
 ED2419  DESIGNATION -  BV 052 210
 ED2419  PID         -  ED2419
 ED2419  STATE/COUNTY-  GA/ELBERT
 ED2419  USGS QUAD   -  ROCK BRANCH (1972)
 ED2419
 ED2419                         *CURRENT SURVEY CONTROL
 ED2419  ___________________________________________________________________
 ED2419* NAD 83(1994)-  34 13 59.90084(N)    082 50 57.58139(W)     ADJUSTED  
 ED2419* NAVD 88     -       192.     (meters)     630.     (feet)  VERTCON   
 ED2419  ___________________________________________________________________
 ED2419  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 ED2419  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 ED2419
 ED2419  HORZ ORDER  -  SECOND
 ED2419
 ED2419.The horizontal coordinates were established by classical geodetic methods
 ED2419.and adjusted by the National Geodetic Survey in September 1997..
 ED2419
 ED2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2419
 ED2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2419
 ED2419.The geoid height was determined by GEOID03.
 ED2419
 ED2419;                    North         East     Units Scale Factor Converg.
 ED2419;SPC GA E     -   469,591.199   137,111.146   MT  0.99994874   -0 23 02.6
 ED2419;SPC GA E     - 1,540,650.46    449,838.82   sFT  0.99994874   -0 23 02.6
 ED2419;UTM  17      - 3,789,571.629   329,675.925   MT  0.99995761   -1 02 26.2
 ED2419
 ED2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2419!SPC GA E     -   0.99997453  x   0.99994874  =   0.99992328
 ED2419!UTM  17      -   0.99997453  x   0.99995761  =   0.99993215
 ED2419
 ED2419:                Primary Azimuth Mark                     Grid Az
 ED2419:SPC GA E     -  HARM                                     187 37 06.0
 ED2419:UTM  17      -  HARM                                     188 16 29.6
 ED2419
 ED2419|---------------------------------------------------------------------|
 ED2419| PID    Reference Object                     Distance      Geod. Az  |
 ED2419|                                                           dddmmss.s |
 ED2419| ED2421 HARM                                APPROX. 5.6 KM 1871403.4 |
 ED2419| ED3007 BV 052 210 AZ MK                                   29728     |
 ED2419| ED2420 BV 052 210 GADT 1975 PTA             19.822 METERS 33000     |
 ED2419|---------------------------------------------------------------------|
 ED2419
 ED2419                          SUPERSEDED SURVEY CONTROL
 ED2419
 ED2419  NAD 83(1986)-  34 13 59.90851(N)    082 50 57.58020(W) AD(       ) 2
 ED2419  NAD 27      -  34 13 59.52311(N)    082 50 58.08752(W) AD(       ) 2
 ED2419  NGVD 29 (07/19/86)  192.     (m)          630.     (f) VERT ANG       
 ED2419
 ED2419.Superseded values are not recommended for survey control.
 ED2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2419.See file dsdata.txt to determine how the superseded data were derived.
 ED2419
 ED2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2967689572(NAD 83)
 ED2419_MARKER: DD = SURVEY DISK
 ED2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2419
 ED2419  HISTORY     - Date     Condition        Report By
 ED2419  HISTORY     - 1976     MONUMENTED       GADT
 ED2419
 ED2419                          STATION DESCRIPTION
 ED2419
 ED2419'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2419'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHWEST OF
 ED2419'RUCKERSVILLE, 8-1/2 MILES NORTH OF ELBERTON, AND 10-1/2 MILES
 ED2419'EAST OF BOWMAN ON COUNTY RIGHT OF WAY.
 ED2419'
 ED2419'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 ED2419'STATE ROUTE 368, LOCATED APPROXIMATELY 3 MILES NORTH OF ELBERTON, GO
 ED2419'NORTH ALONG STATE ROUTE 77 FOR 3.0 MILES TO THE JUNCTION OF COUNTY
 ED2419'ROAD 193 TO THE RIGHT.  TURN RIGHT, GOING NORTHEAST ALONG COUNTY
 ED2419'ROAD 193 FOR 1.9 MILES TO THE JUNCTION OF COUNTY ROAD 185
 ED2419'CROSSING (DIRT TO THE LEFT, PAVED TO THE RIGHT).  TURN LEFT,
 ED2419'GOING NORTH ALONG COUNTY ROAD 185 FOR 0.8 MILE TO ITS
 ED2419'TERMINATION AT THE JUNCTION OF COUNTY ROAD 183 CROSSING.
 ED2419'TURN RIGHT, GOING NORTH ALONG COUNTY ROAD 183 FOR 1.85 MILES TO ITS
 ED2419'TERMINATION AT THE JUNCTION OF COUNTY ROAD 193 CROSSING.  TURN
 ED2419'RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 193 FOR 0.4 MILE
 ED2419'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 ED2419'SOUTHEAST ALONG COUNTY ROAD 193 FOR 0.05 MILE TO THE STATION
 ED2419'ON THE RIGHT.
 ED2419'
 ED2419'THE STATION IS LOCATED 24 FEET SOUTHWEST OF THE CENTERLINE OF
 ED2419'COUNTY ROAD 193, 156.5 FEET WEST OF A POWER POLE ON THE NORTHEAST
 ED2419'SIDE OF THE ROAD, 96.0 FEET NORTHWEST OF THE WESTERNMOST CORNER OF
 ED2419'A FENCE, AND 2.6 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT THE
 ED2419'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 052-210 1975, SET
 ED2419'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED2419'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED2419'STANDARD DISK STAMPED 052-210 1975, SET IN AN IRREGULAR MASS OF
 ED2419'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE
 ED2419'GROUND.
 ED2419'
 ED2419'THE AZIMUTH MARK IS LOCATED 26.5 FEET SOUTHWEST OF THE CENTERLINE
 ED2419'OF COUNTY ROAD 193, 291.5 FEET NORTHWEST OF A 16 INCH OAK TREE,
 ED2419'222.0 FEET EAST OF A 24 INCH OAK TREE, AND 2.8 FEET NORTHEAST OF A
 ED2419'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED
 ED2419'052-210 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED2419'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2457 ***********************************************************************
 ED2457  DESIGNATION -  BV 052 211
 ED2457  PID         -  ED2457
 ED2457  STATE/COUNTY-  GA/ELBERT
 ED2457  USGS QUAD   -  DEWY ROSE (1973)
 ED2457
 ED2457                         *CURRENT SURVEY CONTROL
 ED2457  ___________________________________________________________________
 ED2457* NAD 83(1994)-  34 09 11.44736(N)    082 53 44.69162(W)     ADJUSTED  
 ED2457* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 ED2457  ___________________________________________________________________
 ED2457  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 ED2457  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED2457
 ED2457  HORZ ORDER  -  SECOND
 ED2457
 ED2457.The horizontal coordinates were established by classical geodetic methods
 ED2457.and adjusted by the National Geodetic Survey in September 1997..
 ED2457
 ED2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2457
 ED2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2457
 ED2457.The geoid height was determined by GEOID03.
 ED2457
 ED2457;                    North         East     Units Scale Factor Converg.
 ED2457;SPC GA E     -   460,733.417   132,771.198   MT  0.99995570   -0 24 33.6
 ED2457;SPC GA E     - 1,511,589.55    435,600.17   sFT  0.99995570   -0 24 33.6
 ED2457;UTM  17      - 3,780,763.977   325,234.798   MT  0.99997651   -1 03 52.4
 ED2457
 ED2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2457!SPC GA E     -   0.99997356  x   0.99995570  =   0.99992926
 ED2457!UTM  17      -   0.99997356  x   0.99997651  =   0.99995007
 ED2457
 ED2457:                Primary Azimuth Mark                     Grid Az
 ED2457:SPC GA E     -  ELBERTON MUN TANK                        154 54 46.0
 ED2457:UTM  17      -  ELBERTON MUN TANK                        155 34 04.8
 ED2457
 ED2457|---------------------------------------------------------------------|
 ED2457| PID    Reference Object                     Distance      Geod. Az  |
 ED2457|                                                           dddmmss.s |
 ED2457| ED2445 ELBERTON MUN TANK                   APPROX. 5.9 KM 1543012.4 |
 ED2457| ED2458 BV 052 211 GADT 1975 PTA             26.509 METERS 23951     |
 ED2457| ED3008 BV 052 211 AZ MK                                   29757     |
 ED2457|---------------------------------------------------------------------|
 ED2457
 ED2457                          SUPERSEDED SURVEY CONTROL
 ED2457
 ED2457  NAD 83(1986)-  34 09 11.45509(N)    082 53 44.69067(W) AD(       ) 2
 ED2457  NAD 27      -  34 09 11.06461(N)    082 53 45.19602(W) AD(       ) 2
 ED2457  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 ED2457
 ED2457.Superseded values are not recommended for survey control.
 ED2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2457.See file dsdata.txt to determine how the superseded data were derived.
 ED2457
 ED2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2523580764(NAD 83)
 ED2457_MARKER: DD = SURVEY DISK
 ED2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2457
 ED2457  HISTORY     - Date     Condition        Report By
 ED2457  HISTORY     - 1976     MONUMENTED       GADT
 ED2457
 ED2457                          STATION DESCRIPTION
 ED2457
 ED2457'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2457'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHWEST
 ED2457'OF ELBERTON, 3-1/2 MILES EAST-SOUTHEAST OF DEWEY ROSE, AND 6-1/4
 ED2457'MILES WEST OF RUCKERSVILLE ON THE PROPERTY OF THE CATAWBA TIMBER
 ED2457'COMPANY.
 ED2457'
 ED2457'TO REACH THE STATION FROM THE FIRST NATIONAL BANK BUILDING AT THE
 ED2457'JUNCTION OF STATE ROUTE 17 (STATE ROUTE 72) AND STATE ROUTE 77
 ED2457'IN ELBERTON, GO NORTHWESTERLY ALONG STATE ROUTES 17 AND 72 FOR
 ED2457'1.2 MILES TO THE JUNCTION OF STATE ROUTE 17 AND 72
 ED2457'FORKING.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 17 FOR 3.15
 ED2457'MILES TO THE JUNCTION OF COUNTY ROAD 92216 TO THE RIGHT.  TURN
 ED2457'RIGHT, CROSSING THE RAILROAD TRACKS TO AN IMMEDIATE JUNCTION OF
 ED2457'COUNTY ROAD 168 GOING NORTH AND COUNTY ROAD 92216 TURNING TO
 ED2457'THE RIGHT.  TURN RIGHT AND CONTINUE GOING NORTHEASTERLY ALONG
 ED2457'COUNTY ROAD 92216 FOR 0.45 MILE TO THE OAKGROVE BAPTIST CHURCH
 ED2457'ON THE RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 ED2457'92216 (PAVEMENT ENDS 0.05 MILE NORTHEAST OF THE CHURCH) FOR 0.65
 ED2457'MILE TO THE JUNCTION OF COUNTY ROAD 216 (APPEARS TO BE
 ED2457'ABANDONED) TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY
 ED2457'ALONG COUNTY ROAD 216 FOR 0.55 MILE TO THE JUNCTION OF A TRACK
 ED2457'ROAD TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED2457'GOING SOUTHEASTERLY ALONG COUNTY ROAD 216 FOR 0.15 MILE TO A
 ED2457'CLEARED AREA, THE JUNCTION OF A TRACK ROAD TO THE RIGHT, AND THE
 ED2457'STATION ON THE RIGHT.
 ED2457'
 ED2457'THE STATION IS LOCATED 21 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED2457'OF COUNTY ROAD 216, 33 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 ED2457'THE TRACK ROAD, 88 FEET EAST OF A GROUP OF DOGWOOD TREES WITH
 ED2457'SEVERAL LARGE ROCKS AT THE BASES ON THE WEST SIDE OF THE TRACK
 ED2457'ROAD, AND 2.5 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A
 ED2457'STANDARD BRASS DISK STAMPED 052-211 1975, SET IN THE TOP OF A
 ED2457'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED2457'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED2457'STAMPED 052-211 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2457'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED2457'
 ED2457'THE AZIMUTH MARK IS LOCATED 13 FEET NORTH-NORTHEAST OF THE
 ED2457'CENTERLINE OF COUNTY ROAD 216, 26.9 FEET EAST-SOUTHEAST OF A 12
 ED2457'INCH PINE THAT FORKS ABOUT 15 FEET ABOVE THE GROUND, 61.5 FEET
 ED2457'WEST-SOUTHWEST OF AN 18 INCH FORKED PINE ON THE EAST SIDE OF THE
 ED2457'TRACK ROAD, 59.4 FEET NORTHWEST OF AN 18 INCH FORKED PINE LOCATED
 ED2457'ON THE SOUTH SIDE OF COUNTY ROAD 216, 32.0 FEET NORTHEAST OF A
 ED2457'CLUSTER OF THREE 6 INCH OAK TREES AT THE NORTH CORNER OF A
 ED2457'PATCH OF HARDWOOD TREES ON THE SOUTH SIDE OF THE OLD COUNTRY
 ED2457'ROAD, AND 1.9 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 ED2457'STANDARD DISK STAMPED 052-211 1975 AZMK, SET IN THE TOP OF
 ED2457'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED2457'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2422 ***********************************************************************
 ED2422  DESIGNATION -  BV 052 212
 ED2422  PID         -  ED2422
 ED2422  STATE/COUNTY-  GA/ELBERT
 ED2422  USGS QUAD   -  ROCK BRANCH (1972)
 ED2422
 ED2422                         *CURRENT SURVEY CONTROL
 ED2422  ___________________________________________________________________
 ED2422* NAD 83(1994)-  34 12 35.98134(N)    082 51 44.58390(W)     ADJUSTED  
 ED2422* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 ED2422  ___________________________________________________________________
 ED2422  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ED2422  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED2422
 ED2422  HORZ ORDER  -  SECOND
 ED2422
 ED2422.The horizontal coordinates were established by classical geodetic methods
 ED2422.and adjusted by the National Geodetic Survey in September 1997..
 ED2422
 ED2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2422
 ED2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2422
 ED2422.The geoid height was determined by GEOID03.
 ED2422
 ED2422;                    North         East     Units Scale Factor Converg.
 ED2422;SPC GA E     -   467,013.725   135,890.685   MT  0.99995065   -0 23 28.2
 ED2422;SPC GA E     - 1,532,194.20    445,834.69   sFT  0.99995065   -0 23 28.2
 ED2422;UTM  17      - 3,787,008.278   328,426.004   MT  0.99996288   -1 02 50.4
 ED2422
 ED2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2422!SPC GA E     -   0.99997233  x   0.99995065  =   0.99992298
 ED2422!UTM  17      -   0.99997233  x   0.99996288  =   0.99993521
 ED2422
 ED2422|---------------------------------------------------------------------|
 ED2422| PID    Reference Object                     Distance      Geod. Az  |
 ED2422|                                                           dddmmss.s |
 ED2422| ED3009 BV 052 212 AZ MK                                   21520     |
 ED2422| ED2423 BV 052 212 GADT 1975 PTA             25.981 METERS 21702     |
 ED2422| ED2456 ELBERTON ATT MICROWAVE              APPROX. 2.8 KM 2241349.5 |
 ED2422|---------------------------------------------------------------------|
 ED2422
 ED2422                          SUPERSEDED SURVEY CONTROL
 ED2422
 ED2422  NAD 83(1986)-  34 12 35.98904(N)    082 51 44.58277(W) AD(       ) 2
 ED2422  NAD 27      -  34 12 35.60215(N)    082 51 45.08971(W) AD(       ) 2
 ED2422  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 ED2422
 ED2422.Superseded values are not recommended for survey control.
 ED2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2422.See file dsdata.txt to determine how the superseded data were derived.
 ED2422
 ED2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2842687008(NAD 83)
 ED2422_MARKER: DD = SURVEY DISK
 ED2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2422
 ED2422  HISTORY     - Date     Condition        Report By
 ED2422  HISTORY     - 1976     MONUMENTED       GADT
 ED2422
 ED2422                          STATION DESCRIPTION
 ED2422
 ED2422'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2422'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES NORTHWEST OF
 ED2422'RUCKERSVILLE, 6-3/4 MILES NORTH OF ELBERTON, AND 9-3/4 MILES EAST
 ED2422'OF BOWMAN ON THE PROPERTY OF MRS. CECIL HARPER.
 ED2422'
 ED2422'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 77 AND
 ED2422'368, LOCATED APPROXIMATELY 3 MILES NORTH OF ELBERTON, GO NORTH
 ED2422'ALONG STATE ROUTE 77 FOR 3.0 MILES TO THE JUNCTION OF COUNTY ROAD
 ED2422'193 TO THE RIGHT.  TURN RIGHT, GOING NORTHEAST ALONG COUNTY ROAD
 ED2422'193 FOR 1.9 MILES TO THE JUNCTION OF COUNTY ROAD 185
 ED2422'CROSSING.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 193 FOR
 ED2422'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 ED2422'NORTHEAST ALONG COUNTY ROAD 193 FOR 0.15 MILE TO THE STATION ON
 ED2422'THE LEFT.
 ED2422'
 ED2422'THE STATION IS LOCATED 19 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED2422'OF COUNTY ROAD 193, 12.1 FEET SOUTH OF THE EASTERNMOST CORNER OF
 ED2422'A FENCE, 162.1 FEET SOUTH OF THE SOUTHERNMOST CORNER OF A BRICK
 ED2422'HOUSE, 188.0 FEET SOUTH-SOUTHWEST OF A 20 INCH OAK TREE ON THE
 ED2422'NORTHEAST SIDE OF A DRIVEWAY TO THE BRICK HOUSE, 159.8 FEET
 ED2422'SOUTHWEST OF THE SOUTH END OF A 12 INCH CONCRETE PIPE SIDE DRAIN
 ED2422'UNDER THE DRIVEWAY, AND 1.9 FEET SOUTHEAST OF A WITNESS POST
 ED2422'SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 ED2422'052-212 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED2422'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED2422'UNDERGROUND STATION IS A STANDARD DISK STAMPED 052-212 1975,
 ED2422'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.64 METER
 ED2422'BELOW THE SURFACE OF THE GROUND.
 ED2422'
 ED2422'THE AZIMUTH MARK IS LOCATED 20.5 FEET SOUTHEAST OF THE CENTERLINE
 ED2422'OF COUNTY ROAD 193, 44.5 FEET SOUTHEAST OF THE NORTHERNMOST PULL
 ED2422'POST OF A FENCELINE BRACE ON THE NORTHWEST SIDE OF THE ROAD, 87.4
 ED2422'FEET NORTH-NORTHEAST OF A POWER POLE, AND 1.8 FEET NORTHWEST OF A
 ED2422'WITNESS POST.  IT IS A STANDARD DISK STAMPED 052-212 1975 AZMK,
 ED2422'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED2422'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2418 ***********************************************************************
 ED2418  DESIGNATION -  BV 052 213
 ED2418  PID         -  ED2418
 ED2418  STATE/COUNTY-  GA/ELBERT
 ED2418  USGS QUAD   -  ROCK BRANCH (1972)
 ED2418
 ED2418                         *CURRENT SURVEY CONTROL
 ED2418  ___________________________________________________________________
 ED2418* NAD 83(1994)-  34 09 15.82834(N)    082 50 09.13607(W)     ADJUSTED  
 ED2418* NAVD 88     -       203.     (meters)     666.     (feet)  VERTCON   
 ED2418  ___________________________________________________________________
 ED2418  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 ED2418  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ED2418
 ED2418  HORZ ORDER  -  SECOND
 ED2418
 ED2418.The horizontal coordinates were established by classical geodetic methods
 ED2418.and adjusted by the National Geodetic Survey in September 1997..
 ED2418
 ED2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2418
 ED2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2418
 ED2418.The geoid height was determined by GEOID03.
 ED2418
 ED2418;                    North         East     Units Scale Factor Converg.
 ED2418;SPC GA E     -   460,830.570   138,293.417   MT  0.99994692   -0 22 32.6
 ED2418;SPC GA E     - 1,511,908.30    453,717.65   sFT  0.99994692   -0 22 32.6
 ED2418;UTM  17      - 3,780,797.975   330,757.841   MT  0.99995309   -1 01 51.4
 ED2418
 ED2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2418!SPC GA E     -   0.99997277  x   0.99994692  =   0.99991969
 ED2418!UTM  17      -   0.99997277  x   0.99995309  =   0.99992586
 ED2418
 ED2418|---------------------------------------------------------------------|
 ED2418| PID    Reference Object                     Distance      Geod. Az  |
 ED2418|                                                           dddmmss.s |
 ED2418| ED2417 BV 052 213 GADT 1975 PTA             18.936 METERS 08932     |
 ED2418| ED2445 ELBERTON MUN TANK                   APPROX. 6.2 KM 2084039.7 |
 ED2418| ED3010 BV 052 213 AZ MK                                   35948     |
 ED2418|---------------------------------------------------------------------|
 ED2418
 ED2418                          SUPERSEDED SURVEY CONTROL
 ED2418
 ED2418  NAD 83(1986)-  34 09 15.83602(N)    082 50 09.13514(W) AD(       ) 2
 ED2418  NAD 27      -  34 09 15.44363(N)    082 50 09.64681(W) AD(       ) 2
 ED2418  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG       
 ED2418
 ED2418.Superseded values are not recommended for survey control.
 ED2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2418.See file dsdata.txt to determine how the superseded data were derived.
 ED2418
 ED2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3075880798(NAD 83)
 ED2418_MARKER: DD = SURVEY DISK
 ED2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2418
 ED2418  HISTORY     - Date     Condition        Report By
 ED2418  HISTORY     - 1976     MONUMENTED       GADT
 ED2418
 ED2418                          STATION DESCRIPTION
 ED2418
 ED2418'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2418'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-SOUTHWEST
 ED2418'OF RUCKERSVILLE, 3-1/2 MILES NORTH-NORTHEAST OF ELBERTON, AND
 ED2418'6-3/4 MILES EAST OF DEWEY ROSE ON THE PROPERTY OF GEORGIA KRAFT.
 ED2418'
 ED2418'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 ED2418'STATE ROUTE 368, APPROXIMATELY 3 MILES NORTH OF ELBERTON, GO
 ED2418'NORTH ALONG STATE ROUTE 368 FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 ED2418'ROAD 191 FORKING TO THE RIGHT.  TURN RIGHT, GOING NORTHERLY AND
 ED2418'THEN EASTERLY ALONG COUNTY ROAD 191 FOR 1.3 MILES TO ITS
 ED2418'TERMINATION AT THE JUNCTION OF COUNTY ROAD 90986 CROSSING.  TURN
 ED2418'RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 90986 FOR 0.85
 ED2418'MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 90985
 ED2418'CROSSING.  TURN RIGHT, GOING AROUND A CURVE TO THE LEFT
 ED2418'TO THE SOUTH ALONG COUNTY ROAD 90985 FOR 0.35 MILE TO THE
 ED2418'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY
 ED2418'ROAD 90985 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ED2418'
 ED2418'THE STATION IS LOCATED 45 FEET WEST OF THE CENTERLINE OF COUNTY
 ED2418'ROAD 90985, 40.9 FEET SOUTH-SOUTHWEST OF A 4 INCH PINE TREE,
 ED2418'75.0 FEET NORTH-NORTHWEST OF ANOTHER 4 INCH PINE TREE WITH TWO
 ED2418'FORKS, 45.0 FEET WEST-SOUTHWEST OF A 24 INCH OAK TREE LOCATED
 ED2418'ON THE EAST SIDE OF THE ROAD, AND 2.6 FEET EAST OF A WITNESS
 ED2418'POST.  IT IS A STANDARD DISK STAMPED 052-213 1975, SET IN THE
 ED2418'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED2418'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED2418'STANDARD DISK STAMPED 052-213 1975, SET IN AN IRREGULAR MASS OF
 ED2418'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE
 ED2418'GROUND.
 ED2418'
 ED2418'THE AZIMUTH MARK IS LOCATED 25 FEET WEST-NORTHWEST OF THE
 ED2418'CENTERLINE OF COUNTY ROAD 90985, 15.0 FEET SOUTHEAST OF A 5 INCH
 ED2418'PINE TREE, 62.3 FEET WEST OF A 4 INCH TWIN OAK TREE ON THE
 ED2418'SOUTHEAST SIDE OF THE ROAD, AND 1.8 FEET EAST-SOUTHEAST OF A
 ED2418'WITNESS POST.  IT IS A STANDARD DISK STAMPED 052-213 1975 AZMK,
 ED2418'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED2418'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2476 ***********************************************************************
 ED2476  DESIGNATION -  BV 052 214
 ED2476  PID         -  ED2476
 ED2476  STATE/COUNTY-  GA/ELBERT
 ED2476  USGS QUAD   -  HARTWELL DAM (1985)
 ED2476
 ED2476                         *CURRENT SURVEY CONTROL
 ED2476  ___________________________________________________________________
 ED2476* NAD 83(1994)-  34 16 37.04614(N)    082 48 46.15743(W)     ADJUSTED  
 ED2476* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 ED2476  ___________________________________________________________________
 ED2476  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 ED2476  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ED2476
 ED2476  HORZ ORDER  -  SECOND
 ED2476
 ED2476.The horizontal coordinates were established by classical geodetic methods
 ED2476.and adjusted by the National Geodetic Survey in September 1997..
 ED2476
 ED2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2476
 ED2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2476
 ED2476.The geoid height was determined by GEOID03.
 ED2476
 ED2476;                    North         East     Units Scale Factor Converg.
 ED2476;SPC GA E     -   474,411.015   140,505.041   MT  0.99994362   -0 21 50.1
 ED2476;SPC GA E     - 1,556,463.47    460,973.62   sFT  0.99994362   -0 21 50.1
 ED2476;UTM  17      - 3,794,352.237   333,124.872   MT  0.99994327   -1 01 16.3
 ED2476
 ED2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2476!SPC GA E     -   0.99997110  x   0.99994362  =   0.99991472
 ED2476!UTM  17      -   0.99997110  x   0.99994327  =   0.99991437
 ED2476
 ED2476:                Primary Azimuth Mark                     Grid Az
 ED2476:SPC GA E     -  ROCK                                     152 49 19.9
 ED2476:UTM  17      -  ROCK                                     153 28 46.1
 ED2476
 ED2476|---------------------------------------------------------------------|
 ED2476| PID    Reference Object                     Distance      Geod. Az  |
 ED2476|                                                           dddmmss.s |
 ED2476| ED2416 ROCK                                APPROX. 4.8 KM 1522729.8 |
 ED2476| ED2477 BV 052 214 GADT 1975 PTA             17.988 METERS 20124     |
 ED2476| ED3011 BV 052 214 AZ MK                                   25157     |
 ED2476|---------------------------------------------------------------------|
 ED2476
 ED2476                          SUPERSEDED SURVEY CONTROL
 ED2476
 ED2476  NAD 83(1986)-  34 16 37.05361(N)    082 48 46.15622(W) AD(       ) 2
 ED2476  NAD 27      -  34 16 36.67120(N)    082 48 46.66449(W) AD(       ) 2
 ED2476  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 ED2476
 ED2476.Superseded values are not recommended for survey control.
 ED2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2476.See file dsdata.txt to determine how the superseded data were derived.
 ED2476
 ED2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3312594352(NAD 83)
 ED2476_MARKER: DD = SURVEY DISK
 ED2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2476
 ED2476  HISTORY     - Date     Condition        Report By
 ED2476  HISTORY     - 1976     MONUMENTED       GADT
 ED2476
 ED2476                          STATION DESCRIPTION
 ED2476
 ED2476'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2476'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES EAST OF NUBERG,
 ED2476'8-1/2 MILES SOUTHEAST OF HARTWELL, AND 8 MILES NORTH-NORTHWEST
 ED2476'OF RUCKERSVILLE ON THE PROPERTY OF MRS. JACK A. CRAFT.
 ED2476'
 ED2476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 ED2476'ROUTE 8) AND STATE ROUTE 77 IN HARTWELL, GO SOUTH ALONG STATE
 ED2476'ROUTE 77 FOR 4.55 MILES TO THE JUNCTION OF COUNTY ROAD 90985 TO
 ED2476'THE LEFT.  TURN LEFT, GOING EAST TO SOUTHEAST ALONG COUNTY ROAD
 ED2476'90985 FOR 2.4 MILES TO THE JUNCTION OF COUNTY ROAD 91724
 ED2476'CROSSING.  CONTINUE GOING SOUTHEASTERLY ALONG COUNTY ROAD 90985
 ED2476'FOR 2.4 MILES TO THE JUNCTION OF COUNTY ROAD 207 FORKING TO THE
 ED2476'LEFT.  TURN LEFT, GOING EASTERLY ALONG COUNTY ROAD 207 FOR 0.6
 ED2476'MILE TO THE JUNCTION OF COUNTY ROAD 208 CROSSING.  CONTINUE
 ED2476'GOING EASTERLY ALONG COUNTY ROAD 207 FOR 0.45 MILE TO THE
 ED2476'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING EASTERLY ALONG COUNTY
 ED2476'ROAD 207 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 ED2476'
 ED2476'THE STATION IS LOCATED 33 FEET SOUTH OF THE CENTERLINE OF COUNTY
 ED2476'ROAD 207, 14.0 FEET NORTHEAST OF UNDERGROUND TELEPHONE CABLE
 ED2476'PEDESTAL NUMBER 29, 14.5 FEET NORTH-NORTHEAST OF A POWER POLE,
 ED2476'145.0 FEET EAST-SOUTHEAST OF A FENCE CORNER ON THE NORTH SIDE OF
 ED2476'THE ROAD, 88.0 FEET EAST-SOUTHEAST OF A TELEPHONE POLE ON THE
 ED2476'NORTH SIDE OF THE ROAD, 99.5 FEET SOUTHWEST OF A 4 INCH CEDAR
 ED2476'TREE ON THE NORTH SIDE OF THE ROAD, AND 3.5 FEET SOUTH-SOUTHEAST
 ED2476'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 052-214
 ED2476'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED2476'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED2476'STANDARD DISK STAMPED 073-214 1975 (SIC), SET IN AN
 ED2476'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.60 METER BELOW
 ED2476'THE SURFACE OF THE GROUND.
 ED2476'
 ED2476'THE AZIMUTH MARK IS LOCATED 21 FEET NORTH-NORTHWEST OF THE
 ED2476'CENTERLINE OF COUNTY ROAD 207, 36.7 FEET EAST-NORTHEAST OF A
 ED2476'FENCE CORNER POST, 196.0 FEET WEST-SOUTHWEST OF ANOTHER FENCE
 ED2476'CORNER POST, 98.0 FEET EAST OF A POWER POLE, 121.5 FEET NORTH OF
 ED2476'A 30 INCH OAK TREE ON THE SOUTH SIDE OF THE ROAD, AND 2.1 FEET
 ED2476'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED2476'STAMPED 052-214 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED2476'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2400 ***********************************************************************
 ED2400  DESIGNATION -  BV 052 215
 ED2400  PID         -  ED2400
 ED2400  STATE/COUNTY-  GA/ELBERT
 ED2400  USGS QUAD   -  HEARDMONT (1985)
 ED2400
 ED2400                         *CURRENT SURVEY CONTROL
 ED2400  ___________________________________________________________________
 ED2400* NAD 83(1994)-  34 06 44.92297(N)    082 43 46.36939(W)     ADJUSTED  
 ED2400* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 ED2400  ___________________________________________________________________
 ED2400  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 ED2400  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 ED2400
 ED2400  HORZ ORDER  -  SECOND
 ED2400
 ED2400.The horizontal coordinates were established by classical geodetic methods
 ED2400.and adjusted by the National Geodetic Survey in September 1997..
 ED2400
 ED2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2400
 ED2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2400
 ED2400.The geoid height was determined by GEOID03.
 ED2400
 ED2400;                    North         East     Units Scale Factor Converg.
 ED2400;SPC GA E     -   456,122.004   148,071.937   MT  0.99993323   -0 18 56.5
 ED2400;SPC GA E     - 1,496,460.27    485,799.35   sFT  0.99993323   -0 18 56.5
 ED2400;UTM  17      - 3,775,977.988   340,481.842   MT  0.99991368   -0 58 12.6
 ED2400
 ED2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2400!SPC GA E     -   0.99997699  x   0.99993323  =   0.99991022
 ED2400!UTM  17      -   0.99997699  x   0.99991368  =   0.99989067
 ED2400
 ED2400|---------------------------------------------------------------------|
 ED2400| PID    Reference Object                     Distance      Geod. Az  |
 ED2400|                                                           dddmmss.s |
 ED2400| ED2399 BV 052 215 GADT 1975 PTA             26.473 METERS 14734     |
 ED2400| ED2441 ELBERTON MILLS TANK                 APPROX.11.0 KM 2653432.7 |
 ED2400| ED2445 ELBERTON MUN TANK                   APPROX.12.8 KM 2662508.2 |
 ED2400| ED3012 BV 052 215 AZ MK                                   2991440.5 |
 ED2400|---------------------------------------------------------------------|
 ED2400
 ED2400                          SUPERSEDED SURVEY CONTROL
 ED2400
 ED2400  NAD 83(1986)-  34 06 44.93079(N)    082 43 46.36893(W) AD(       ) 2
 ED2400  NAD 27      -  34 06 44.52837(N)    082 43 46.89365(W) AD(       ) 2
 ED2400  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 ED2400
 ED2400.Superseded values are not recommended for survey control.
 ED2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2400.See file dsdata.txt to determine how the superseded data were derived.
 ED2400
 ED2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4048275978(NAD 83)
 ED2400_MARKER: DD = SURVEY DISK
 ED2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2400_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2400
 ED2400  HISTORY     - Date     Condition        Report By
 ED2400  HISTORY     - 1975     MONUMENTED       GADT
 ED2400
 ED2400                          STATION DESCRIPTION
 ED2400
 ED2400'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2400'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST-NORTHEAST
 ED2400'OF MIDDLETON, 5 MILES SOUTHEAST OF RUCKERSVILLE, AND 8 MILES
 ED2400'EAST OF ELBERTON ON THE PROPERTY OF MR. CHARLIE MC CULLOUGH.
 ED2400'
 ED2400'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 92218
 ED2400'AND 92217 IN THE COMMUNITY OF MIDDLETON, LOCATED ABOUT 6 MILES
 ED2400'EAST OF ELBERTON, GO NORTHEAST ALONG COUNTY ROAD 92218 FOR 0.6
 ED2400'MILE TO THE END OF PAVEMENT. CONTINUE GOING NORTHEAST ALONG COUNTY
 ED2400'ROAD 92218 FOR 0.5 MILE TO THE JUNCTION OF THE SEABOARD COAST
 ED2400'LINE RAILWAY CROSSING.  CONTINUE GOING NORTH ALONG COUNTY ROAD
 ED2400'92218 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD 267 FORKING
 ED2400'TO THE LEFT.  CONTINUE GOING EASTERLY ALONG COUNTY ROAD 92218
 ED2400'FOR 1.1 MILE TO NEW HOPE CHURCH AND THE AZIMUTH MARK ON THE
 ED2400'RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD 92218
 ED2400'TURNING RIGHT ON COUNTY ROAD 249 AT ITS JUNCTION WITH COUNTY
 ED2400'ROAD 92218 WHERE COUNTY ROAD 92218 REVERSE FORKS TO THE LEFT
 ED2400'FOR 0.2 MILE TO THE CHARLIE MC CULLOUGH RESIDENCE SURROUNDED
 ED2400'BY TREES AND THE STATION ON THE LEFT.
 ED2400'
 ED2400'THE STATION IS LOCATED 40 FEET NORTHEAST OF THE CENTERLINE OF
 ED2400'THE COUNTY ROAD 249, 5.8 FEET WEST OF A POWER POLE AND A WITNESS
 ED2400'POST, 37.3 FEET WEST OF A 12 INCH CEDAR TREE NEAR THE WESTERNMOST
 ED2400'CORNER OF THE HOUSE, 39.0 FEET NORTHWEST OF A 12 INCH CEDAR TREE
 ED2400'LOCATED IN FRONT OF THE HOUSE AND ON THE NORTH SIDE OF A
 ED2400'DRIVEWAY, 92.3 FEET NORTHWEST OF A 10 INCH CEDAR TREE LOCATED ON
 ED2400'THE SOUTH EDGE OF THE DRIVEWAY AND 116.0 FEET NORTHEAST OF A
 ED2400'POWER POLE ON THE SOUTHWEST SIDE OF THE ROAD.  IT IS A STANDARD
 ED2400'BRASS DISK STAMPED 052-215 1975, SET IN THE TOP OF A 10 INCH
 ED2400'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED2400'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED2400'052-215 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2400'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED2400'
 ED2400'THE AZIMUTH MARK IS LOCATED 18 FEET SOUTH OF THE CENTERLINE OF
 ED2400'COUNTY ROAD 92218, 85.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 ED2400'OF NEW HOPE CHURCH, 86.0 FEET EAST OF A CONCRETE BLOCK SIGN
 ED2400'DESIGNATING THE NEW HOPE CHURCH, 2.7 FEET NORTH-NORTHEAST OF THE
 ED2400'CORNER POST OF A FENCE, 91.1 FEET NORTH-NORTHWEST OF A POWER
 ED2400'POLE, AND 1.2 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.
 ED2400'IT IS A STANDARD DISK STAMPED 052-215 1975 AZMK, SET IN THE TOP
 ED2400'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED2400'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2439 ***********************************************************************
 ED2439  DESIGNATION -  BV 052 216
 ED2439  PID         -  ED2439
 ED2439  STATE/COUNTY-  GA/ELBERT
 ED2439  USGS QUAD   -  ELBERTON EAST (1981)
 ED2439
 ED2439                         *CURRENT SURVEY CONTROL
 ED2439  ___________________________________________________________________
 ED2439* NAD 83(1994)-  34 03 03.17484(N)    082 49 04.30534(W)     ADJUSTED  
 ED2439* NAVD 88     -       146.1    (meters)     479.     (feet)  VERTCON   
 ED2439  ___________________________________________________________________
 ED2439  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 ED2439  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ED2439
 ED2439  HORZ ORDER  -  SECOND
 ED2439
 ED2439.The horizontal coordinates were established by classical geodetic methods
 ED2439.and adjusted by the National Geodetic Survey in September 1997..
 ED2439
 ED2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2439
 ED2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2439
 ED2439.The geoid height was determined by GEOID03.
 ED2439
 ED2439;                    North         East     Units Scale Factor Converg.
 ED2439;SPC GA E     -   449,338.391   139,880.823   MT  0.99994454   -0 21 52.7
 ED2439;SPC GA E     - 1,474,204.37    458,925.67   sFT  0.99994454   -0 21 52.7
 ED2439;UTM  17      - 3,769,288.366   332,213.905   MT  0.99994704   -1 01 05.2
 ED2439
 ED2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2439!SPC GA E     -   0.99998165  x   0.99994454  =   0.99992619
 ED2439!UTM  17      -   0.99998165  x   0.99994704  =   0.99992869
 ED2439
 ED2439:                Primary Azimuth Mark                     Grid Az
 ED2439:SPC GA E     -  BV 052 216 AZ MK                         122 29 48.1
 ED2439:UTM  17      -  BV 052 216 AZ MK                         123 09 00.6
 ED2439
 ED2439|---------------------------------------------------------------------|
 ED2439| PID    Reference Object                     Distance      Geod. Az  |
 ED2439|                                                           dddmmss.s |
 ED2439| ED3013 BV 052 216 AZ MK                                   1220755.4 |
 ED2439|---------------------------------------------------------------------|
 ED2439
 ED2439                          SUPERSEDED SURVEY CONTROL
 ED2439
 ED2439  NAD 83(1986)-  34 03 03.18260(N)    082 49 04.30476(W) AD(       ) 2
 ED2439  NAD 27      -  34 03 02.78190(N)    082 49 04.82531(W) AD(       ) 2
 ED2439  NGVD 29 (07/19/86)  146.2    (m)          480.     (f) VERT ANG       
 ED2439
 ED2439.Superseded values are not recommended for survey control.
 ED2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2439.See file dsdata.txt to determine how the superseded data were derived.
 ED2439
 ED2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3221469288(NAD 83)
 ED2439_MARKER: DD = SURVEY DISK
 ED2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2439
 ED2439  HISTORY     - Date     Condition        Report By
 ED2439  HISTORY     - 1976     MONUMENTED       GADT
 ED2439
 ED2439                          STATION DESCRIPTION
 ED2439
 ED2439'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976
 ED2439'THE STATION IS LOCATED APPROXIMATELY 3 1/4 MILES NORTHWEST OF
 ED2439'FORTSONIA, 4 1/2 MILES SOUTHWEST OF MIDDLETON, AND 5 MILES SOUTHEAST
 ED2439'OF ELBERTON ON STATE RIGHT OF WAY.
 ED2439'
 ED2439'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 77 AND 72 IN
 ED2439'ELBERTON, GO SOUTHEASTERLY ALONG STATE ROUTE 17 AND 72 FOR 2.05 MILES
 ED2439'TO THE JUNCTION OF STATE ROUTE 72 TO THE LEFT.  CONTINUE GOING SOUTH
 ED2439'ALONG STATE ROUTE 17 FOR 3.35 MILES TO THE STATION ON THE LEFT.
 ED2439'
 ED2439'THE STATION IS LOCATED 47 FEET NORTHEAST OF THE CENTERLINE OF STATE
 ED2439'ROUTE 17, 14.0 FEET NORTH-NORTHWEST OF A HIGHWAY RIGHT OF WAY MARKER
 ED2439'NEAR A FENCE CORNER, 29.0 FEET NORTH OF THE NORTHWESTERNMOST END OF
 ED2439'AN 18 INCH CONCRETE SIDE DRAIN UNDER A DRIVEWAY TO THE NORTHEAST,
 ED2439'58.2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 100.4 FEET EAST-SOUTH
 ED2439'EAST OF A TELEPHONE POLE ON THE SOUTHWEST SIDE OF THE HIGHWAY, AND
 ED2439'2.0 FEET SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED2439'STANDARD BRASS DISK STAMPED 052-216 1975, SET IN THE TOP OF A 10-INCH
 ED2439'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 ED2439'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 052-216 1975, SET
 ED2439'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.66 METER BELOW THE
 ED2439'SURFACE OF THE GROUND.
 ED2439'
 ED2439'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED2439'ALONG STATE ROUTE 17 FOR 0.85 MILE TO THE MARK ON THE LEFT.  IT IS
 ED2439'LOCATED 51 FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 17, 144.5
 ED2439'FEET SOUTHWEST OF A 20 INCH OAK TREE, 217.0 FEET SOUTHEAST OF AN 8
 ED2439'INCH PINE TREE NEAR A CORNER OF FENCELINES, 122.0 FEET EAST-NORTHEAST
 ED2439'OF A 6 INCH CEDAR TREE ON THE SOUTHWEST SIDE OF THE HIGHWAY, 119.0
 ED2439'FEET NORTHEAST OF THE NORTHWESTERNMOST ONE OF TWO 24 INCH PINE TREES
 ED2439'ON THE SOUTHWEST SIDE OF STATE ROUTE 17, AND 3.0 FEET SOUTHWEST OF A
 ED2439'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 052-
 ED2439'216 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED2439'2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2436 ***********************************************************************
 ED2436  DESIGNATION -  BV 052 217
 ED2436  PID         -  ED2436
 ED2436  STATE/COUNTY-  GA/ELBERT
 ED2436  USGS QUAD   -  ELBERTON EAST (1981)
 ED2436
 ED2436                         *CURRENT SURVEY CONTROL
 ED2436  ___________________________________________________________________
 ED2436* NAD 83(1994)-  34 02 24.46910(N)    082 47 55.76685(W)     ADJUSTED  
 ED2436* NAVD 88     -       146.4    (meters)     480.     (feet)  VERTCON   
 ED2436  ___________________________________________________________________
 ED2436  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 ED2436  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 ED2436
 ED2436  HORZ ORDER  -  SECOND
 ED2436
 ED2436.The horizontal coordinates were established by classical geodetic methods
 ED2436.and adjusted by the National Geodetic Survey in September 1997..
 ED2436
 ED2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2436
 ED2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2436
 ED2436.The geoid height was determined by GEOID03.
 ED2436
 ED2436;                    North         East     Units Scale Factor Converg.
 ED2436;SPC GA E     -   448,134.859   141,631.138   MT  0.99994198   -0 21 13.9
 ED2436;SPC GA E     - 1,470,255.78    464,668.16   sFT  0.99994198   -0 21 13.9
 ED2436;UTM  17      - 3,768,064.952   333,950.382   MT  0.99993990   -1 00 25.8
 ED2436
 ED2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2436!SPC GA E     -   0.99998159  x   0.99994198  =   0.99992358
 ED2436!UTM  17      -   0.99998159  x   0.99993990  =   0.99992150
 ED2436
 ED2436:                Primary Azimuth Mark                     Grid Az
 ED2436:SPC GA E     -  BV 052 217 AZ MK                         144 34 52.7
 ED2436:UTM  17      -  BV 052 217 AZ MK                         145 14 04.6
 ED2436
 ED2436|---------------------------------------------------------------------|
 ED2436| PID    Reference Object                     Distance      Geod. Az  |
 ED2436|                                                           dddmmss.s |
 ED2436| ED3014 BV 052 217 AZ MK                                   1441338.8 |
 ED2436| ED2450 ELBERTON WARNER CABLE TV MAST       APPROX.10.5 KM 3043645.6 |
 ED2436|---------------------------------------------------------------------|
 ED2436
 ED2436                          SUPERSEDED SURVEY CONTROL
 ED2436
 ED2436  NAD 83(1986)-  34 02 24.47688(N)    082 47 55.76619(W) AD(       ) 2
 ED2436  NAD 27      -  34 02 24.07403(N)    082 47 56.29035(W) AD(       ) 2
 ED2436  NGVD 29 (07/19/86)  146.5    (m)          481.     (f) VERT ANG       
 ED2436
 ED2436.Superseded values are not recommended for survey control.
 ED2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2436.See file dsdata.txt to determine how the superseded data were derived.
 ED2436
 ED2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3395068065(NAD 83)
 ED2436_MARKER: DD = SURVEY DISK
 ED2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2436
 ED2436  HISTORY     - Date     Condition        Report By
 ED2436  HISTORY     - 1976     MONUMENTED       GADT
 ED2436
 ED2436                          STATION DESCRIPTION
 ED2436
 ED2436'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976
 ED2436'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHWEST OF FORTSONIA,
 ED2436'4 1/2 MILES SOUTH-SOUTHWEST OF MIDDLETON, AND 6 1/4 MILES SOUTHEAST
 ED2436'OF ELBERTON ON THE PROPERTY OF ALBERT DYE PLACE.
 ED2436'
 ED2436'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 77, 17, AND 72
 ED2436'IN ELBERTON, GO SOUTH ALONG STATE ROUTES 17 AND 72 FOR 2.05 MILES TO
 ED2436'THE JUNCTION OF STATE ROUTE 72 TO THE LEFT.  CONTINUE GOING SOUTH
 ED2436'ALONG STATE ROUTE 17 FOR 4.75 MILES TO THE STATION ON THE RIGHT.
 ED2436'
 ED2436'THE STATION IS LOCATED 49 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 ED2436'ROUTE 17, 53.5 FEET WEST-NORTHWEST OF THE NORTHWESTERNMOST END OF A
 ED2436'SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE ALBERT DYE PLACE RESIDENCE,
 ED2436'3.8 FEET SOUTH OF A WITNESS POST SET AT THE END POST OF A N-S FENCE
 ED2436'LINE, 2.7 FEET EAST-SOUTHEAST OF THE FENCELINE, 21.3 FEET NORTH-NORTH
 ED2436'EAST OF A POWER POLE, 58.9 FEET NORTH-NORTHWEST OF A 7 FOOT POLE
 ED2436'SUPPORTING A YARD BELL, 107.6 FEET NORTHWEST OF THE NORTHERNMOST
 ED2436'CORNER OF THE FRONT DOOR STEPS TO THE ALBERT DYE PLACE RESIDENCE, AND
 ED2436'2.7 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED2436'DISK STAMPED 052-217 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED2436'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED2436'STATION IS A STANDARD DISK STAMPED 052-217 1975, SET IN AN IRREGULAR
 ED2436'MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 ED2436'GROUND.
 ED2436'
 ED2436'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED2436'ALONG STATE ROUTE 17 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS
 ED2436'LOCATED 45 FEET EAST-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 17,
 ED2436'160.0 FEET NORTH-NORTHWEST OF A POWER POLE AT THE SOUTH CORNER OF A
 ED2436'FENCELINE, 92.0 FEET EAST OF A 12 X 12 INCH UNDERGROUND TELEPHONE
 ED2436'CABLE PEDESTAL ON THE WEST SIDE OF THE HIGHWAY, 180.3 FEET NORTHEAST
 ED2436'OF A 30 INCH OAK TREE ON THE WEST SIDE OF THE HIGHWAY IN A YARD ON
 ED2436'THE NORTH SIDE OF A BRICK HOUSE, AND 1.5 FEET WEST-SOUTHWEST OF A
 ED2436'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 052-
 ED2436'217 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED2436'FLUSH WITH THE SURFACE OF THE GROUND.
 ED2436'
 ED2436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - FORTSONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2438 ***********************************************************************
 ED2438  DESIGNATION -  BV 052 218
 ED2438  PID         -  ED2438
 ED2438  STATE/COUNTY-  GA/ELBERT
 ED2438  USGS QUAD   -  ELBERTON EAST (1981)
 ED2438
 ED2438                         *CURRENT SURVEY CONTROL
 ED2438  ___________________________________________________________________
 ED2438* NAD 83(1994)-  34 04 48.68299(N)    082 48 01.26210(W)     ADJUSTED  
 ED2438* NAVD 88     -       188.     (meters)     617.     (feet)  VERTCON   
 ED2438  ___________________________________________________________________
 ED2438  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 ED2438  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 ED2438
 ED2438  HORZ ORDER  -  SECOND
 ED2438
 ED2438.The horizontal coordinates were established by classical geodetic methods
 ED2438.and adjusted by the National Geodetic Survey in September 1997..
 ED2438
 ED2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2438
 ED2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2438
 ED2438.The geoid height was determined by GEOID03.
 ED2438
 ED2438;                    North         East     Units Scale Factor Converg.
 ED2438;SPC GA E     -   452,578.917   141,517.717   MT  0.99994215   -0 21 18.3
 ED2438;SPC GA E     - 1,484,836.00    464,296.04   sFT  0.99994215   -0 21 18.3
 ED2438;UTM  17      - 3,772,510.006   333,887.665   MT  0.99994015   -1 00 32.6
 ED2438
 ED2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2438!SPC GA E     -   0.99997510  x   0.99994215  =   0.99991725
 ED2438!UTM  17      -   0.99997510  x   0.99994015  =   0.99991525
 ED2438
 ED2438|---------------------------------------------------------------------|
 ED2438| PID    Reference Object                     Distance      Geod. Az  |
 ED2438|                                                           dddmmss.s |
 ED2438| ED2437 BV 052 218 GADT 1975 PTA             28.582 METERS 12405     |
 ED2438| ED3015 BV 052 218 AZ MK                                   3444814.4 |
 ED2438|---------------------------------------------------------------------|
 ED2438
 ED2438                          SUPERSEDED SURVEY CONTROL
 ED2438
 ED2438  NAD 83(1986)-  34 04 48.69093(N)    082 48 01.26160(W) AD(       ) 2
 ED2438  NAD 27      -  34 04 48.28923(N)    082 48 01.78140(W) AD(       ) 2
 ED2438  NGVD 29 (07/19/86)  188.     (m)          617.     (f) VERT ANG       
 ED2438
 ED2438.Superseded values are not recommended for survey control.
 ED2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2438.See file dsdata.txt to determine how the superseded data were derived.
 ED2438
 ED2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3388872510(NAD 83)
 ED2438_MARKER: DD = SURVEY DISK
 ED2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2438
 ED2438  HISTORY     - Date     Condition        Report By
 ED2438  HISTORY     - 1975     MONUMENTED       GADT
 ED2438
 ED2438                          STATION DESCRIPTION
 ED2438
 ED2438'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2438'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST-SOUTHWEST
 ED2438'OF MIDDLETON, 4-1/4 MILES EAST-SOUTHEAST OF ELBERTON, AND 5-3/4
 ED2438'MILES SOUTH OF RUCKERSVILLE ON THE PROPERTY OF JACK MILLS.
 ED2438'
 ED2438'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 72 AND
 ED2438'STATE ROUTE 17, LOCATED APPROXIMATELY 1-3/4 MILES SOUTHEAST OF
 ED2438'ELBERTON, GO EASTERLY ALONG STATE ROUTE 72 FOR 0.9 MILE TO THE
 ED2438'JUNCTION OF COUNTY ROAD 45 CROSSING.  CONTINUE GOING EASTERLY
 ED2438'ALONG STATE ROUTE 72 FOR 1.8 MILES TO THE JUNCTION OF COUNTY
 ED2438'ROAD 47 TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD
 ED2438'47 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED2438'GOING SOUTH ALONG COUNTY ROAD 47 FOR 0.55 MILE TO THE JUNCTION OF
 ED2438'A DIRT DRIVEWAY TO THE RIGHT LEADING TO THE JACK MILLS
 ED2438'RESIDENCE.  TURN RIGHT, GOING WESTERLY ALONG THE DIRT
 ED2438'DRIVEWAY, PASSING THROUGH A METAL GATE BEHIND THE MILLS
 ED2438'RESIDENCE FOR APPROXIMATELY 100 FEET TO THE JUNCTION OF A
 ED2438'TRACK FIELD ROAD TO THE RIGHT BETWEEN A TRACTOR SHED AND A
 ED2438'BARN.  TURN RIGHT GOING NORTHERLY ALONG THE TRACK FIELD ROAD
 ED2438'FOR APPROXIMATELY 70 FEET TO A PASTURE.  CONTINUE GOING NORTH
 ED2438'THROUGH THE PASTURE FOR 0.2 MILE TO A 30 INCH BLACK WALNUT
 ED2438'TREE AND THE STATION.
 ED2438'
 ED2438'THE STATION IS LOCATED 11.0 FEET SOUTH-SOUTHWEST OF THE 30
 ED2438'INCH BLACK WALNUT TREE, 252.0 FEET NORTH OF THE NORTHEASTERN
 ED2438'CORNER POST AT AN ACUTE ANGLE IN A BARBED WIRE FENCE, AND 9.0
 ED2438'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED2438'052-218 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED2438'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED2438'STATION IS A STANDARD DISK STAMPED 052-218 1975, SET IN AN
 ED2438'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE
 ED2438'SURFACE OF THE GROUND.
 ED2438'
 ED2438'THE AZIMUTH MARK IS LOCATED 30 FEET SOUTHWEST OF THE CENTERLINE
 ED2438'OF COUNTY ROAD 47, 8.0 FEET SOUTH-SOUTHEAST OF A 3 INCH CEDAR
 ED2438'TREE, 57.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEASTERNMOST POST
 ED2438'OF A WIRE GAP IN A FENCELINE, AND 2.5 FEET WEST-SOUTHWEST OF A
 ED2438'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED
 ED2438'052-218 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED2438'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2454 ***********************************************************************
 ED2454  DESIGNATION -  BV 052 219
 ED2454  PID         -  ED2454
 ED2454  STATE/COUNTY-  GA/ELBERT
 ED2454  USGS QUAD   -  ELBERTON WEST (1981)
 ED2454
 ED2454                         *CURRENT SURVEY CONTROL
 ED2454  ___________________________________________________________________
 ED2454* NAD 83(1994)-  34 04 50.59604(N)    082 55 04.35517(W)     ADJUSTED  
 ED2454* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 ED2454  ___________________________________________________________________
 ED2454  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 ED2454  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 ED2454
 ED2454  HORZ ORDER  -  SECOND
 ED2454
 ED2454.The horizontal coordinates were established by classical geodetic methods
 ED2454.and adjusted by the National Geodetic Survey in September 1997..
 ED2454
 ED2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2454
 ED2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2454
 ED2454.The geoid height was determined by GEOID03.
 ED2454
 ED2454;                    North         East     Units Scale Factor Converg.
 ED2454;SPC GA E     -   452,711.317   130,671.549   MT  0.99995923   -0 25 15.5
 ED2454;SPC GA E     - 1,485,270.38    428,711.57   sFT  0.99995923   -0 25 15.5
 ED2454;UTM  17      - 3,772,766.199   323,043.581   MT  0.99998602   -1 04 29.9
 ED2454
 ED2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2454!SPC GA E     -   0.99997353  x   0.99995923  =   0.99993277
 ED2454!UTM  17      -   0.99997353  x   0.99998602  =   0.99995955
 ED2454
 ED2454|---------------------------------------------------------------------|
 ED2454| PID    Reference Object                     Distance      Geod. Az  |
 ED2454|                                                           dddmmss.s |
 ED2454| ED2453 BV 052 219 GADT 1975 PTA             24.823 METERS 04322     |
 ED2454| ED3016 BV 052 219 AZ MK                                   18934     |
 ED2454| ED2448 OGLESBY                             APPROX. 5.6 KM 2445230.8 |
 ED2454|---------------------------------------------------------------------|
 ED2454
 ED2454                          SUPERSEDED SURVEY CONTROL
 ED2454
 ED2454  NAD 83(1986)-  34 04 50.60362(N)    082 55 04.35418(W) AD(       ) 2
 ED2454  NAD 27      -  34 04 50.21462(N)    082 55 04.85105(W) AD(       ) 2
 ED2454  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 ED2454
 ED2454.Superseded values are not recommended for survey control.
 ED2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2454.See file dsdata.txt to determine how the superseded data were derived.
 ED2454
 ED2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2304472766(NAD 83)
 ED2454_MARKER: DD = SURVEY DISK
 ED2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2454
 ED2454  HISTORY     - Date     Condition        Report By
 ED2454  HISTORY     - 1976     MONUMENTED       GADT
 ED2454
 ED2454                          STATION DESCRIPTION
 ED2454
 ED2454'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2454'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 ED2454'ELBERTON, 6-1/2 MILES SOUTH-SOUTHEAST OF DEWEY ROSE, AND 10-3/4
 ED2454'MILES SOUTHEAST OF BOWMAN ON THE PROPERTY OF MR. BUSTER W. SIMMONS.
 ED2454'
 ED2454'TO REACH THE STATION FROM THE FIRST NATIONAL BANK LOCATED AT THE
 ED2454'JUNCTION OF STATE ROUTE 17, STATE ROUTE 72, AND STATE ROUTE 77 IN
 ED2454'ELBERTON, GO NORTHWESTERLY ALONG STATE ROUTE 17 AND STATE ROUTE
 ED2454'72 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTE 17 TO THE
 ED2454'NORTHWEST AND STATE ROUTE 72 TO THE SOUTHWEST.  GO SOUTHWESTERLY
 ED2454'ALONG STATE ROUTE 72 FOR 3.05 MILES TO THE JUNCTION OF
 ED2454'JONES FERRY ROAD (COUNTY ROAD 92215) TO THE LEFT AND DIRT
 ED2454'COUNTY ROAD 162 TO THE RIGHT.  TURN LEFT, GOING SOUTH ALONG
 ED2454'JONES FERRY ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.
 ED2454'
 ED2454'THE STATION IS LOCATED 20 FEET EAST OF THE CENTERLINE OF COUNTY
 ED2454'ROAD 92215, 4.0 FEET NORTHWEST OF A POWER POLE WITH AN UNDERGROUND
 ED2454'TELEPHONE CABLE PEDESTAL NEXT TO IT, 56.5 FEET NORTH OF A 30 INCH
 ED2454'OAK TREE IN THE FRONT YARD OF A GRAY FRAME HOUSE, 84.8 FEET
 ED2454'EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER ATTACHED ON THE
 ED2454'WEST SIDE OF THE ROAD, 166.0 FEET EAST-SOUTHEAST OF THE
 ED2454'SOUTHEAST CORNER OF A CONCRETE BLOCK PUMPHOUSE IN THE FRONT YARD
 ED2454'OF A BRICK HOUSE ON THE WEST SIDE OF THE ROAD, AND 3.0 FEET
 ED2454'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED2454'STAMPED 052-219 1976, SET IN THE TOP OF A 10 INCH
 ED2454'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED2454'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED2454'052-219 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2454'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 ED2454'
 ED2454'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED2454'ALONG COUNTY ROAD 92215 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 ED2454'RIGHT.  IT IS LOCATED 26 FEET WEST OF THE CENTERLINE OF COUNTY
 ED2454'ROAD 92215, 22.5 FEET SOUTH OF A POWER POLE, 45 FEET
 ED2454'NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 ED2454'THE ROAD AND A DIRT DRIVEWAY LEADING TO A GEORGIA KRAFT
 ED2454'COMPANY OFFICE ON THE EAST SIDE OF THE ROAD, 86.3 FEET
 ED2454'WEST-SOUTHWEST OF A 14 INCH PINE TREE WITH A SMALL GEORGIA KRAFT
 ED2454'COMPANY SIGN ATTACHED ON THE EAST SIDE OF THE ROAD, AND 2.0 FEET
 ED2454'EAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 ED2454'DISK STAMPED 052-219 1976 AZMK, SET IN THE TOP OF A 10 INCH
 ED2454'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 ED2454'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2409 ***********************************************************************
 ED2409  DESIGNATION -  BV 052 220
 ED2409  PID         -  ED2409
 ED2409  STATE/COUNTY-  GA/ELBERT
 ED2409  USGS QUAD   -  HEARDMONT (1985)
 ED2409
 ED2409                         *CURRENT SURVEY CONTROL
 ED2409  ___________________________________________________________________
 ED2409* NAD 83(1994)-  34 01 30.44161(N)    082 40 17.28377(W)     ADJUSTED  
 ED2409* NAVD 88     -       152.     (meters)     499.     (feet)  VERTCON   
 ED2409  ___________________________________________________________________
 ED2409  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ED2409  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 ED2409
 ED2409  HORZ ORDER  -  SECOND
 ED2409
 ED2409.The horizontal coordinates were established by classical geodetic methods
 ED2409.and adjusted by the National Geodetic Survey in September 1997..
 ED2409
 ED2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2409
 ED2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2409
 ED2409.The geoid height was determined by GEOID03.
 ED2409
 ED2409;                    North         East     Units Scale Factor Converg.
 ED2409;SPC GA E     -   446,404.996   153,382.232   MT  0.99992678   -0 16 56.9
 ED2409;SPC GA E     - 1,464,580.39    503,221.54   sFT  0.99992678   -0 16 56.9
 ED2409;UTM  17      - 3,766,201.281   345,680.786   MT  0.99989357   -0 56 07.7
 ED2409
 ED2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2409!SPC GA E     -   0.99998073  x   0.99992678  =   0.99990751
 ED2409!UTM  17      -   0.99998073  x   0.99989357  =   0.99987430
 ED2409
 ED2409:                Primary Azimuth Mark                     Grid Az
 ED2409:SPC GA E     -  CALHOUN FALLS USE MICROWAVE              089 53 54.4
 ED2409:UTM  17      -  CALHOUN FALLS USE MICROWAVE              090 33 05.2
 ED2409
 ED2409|---------------------------------------------------------------------|
 ED2409| PID    Reference Object                     Distance      Geod. Az  |
 ED2409|                                                           dddmmss.s |
 ED2409| ED2398 CALHOUN FALLS USE MICROWAVE         APPROX. 7.8 KM 0893657.5 |
 ED2409| ED2408 BV 052 220 GADT 1976 PTA             25.386 METERS 10344     |
 ED2409| ED3017 BV 052 220 AZ MK                                   1253757.5 |
 ED2409|---------------------------------------------------------------------|
 ED2409
 ED2409                          SUPERSEDED SURVEY CONTROL
 ED2409
 ED2409  NAD 83(1986)-  34 01 30.44940(N)    082 40 17.28246(W) AD(       ) 2
 ED2409  NAD 27      -  34 01 30.02484(N)    082 40 17.78405(W) AD(       ) 2
 ED2409  NGVD 29 (07/19/86)  152.     (m)          499.     (f) VERT ANG       
 ED2409
 ED2409.Superseded values are not recommended for survey control.
 ED2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2409.See file dsdata.txt to determine how the superseded data were derived.
 ED2409
 ED2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4568166201(NAD 83)
 ED2409_MARKER: DD = SURVEY DISK
 ED2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2409
 ED2409  HISTORY     - Date     Condition        Report By
 ED2409  HISTORY     - 1976     MONUMENTED       GADT
 ED2409
 ED2409                          STATION DESCRIPTION
 ED2409
 ED2409'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2409'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES EAST OF
 ED2409'FORTSONIA, 7-1/2 MILES SOUTHEAST OF MIDDLETON, 11-3/4 MILES
 ED2409'SOUTHEAST OF RUCKERSVILLE, AND 11-3/4 MILES NORTH-NORTHEAST
 ED2409'OF TIGNALL ON STATE RIGHT OF WAY.
 ED2409'
 ED2409'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 72 AND 79,
 ED2409'LOCATED APPROXIMATELY 4 MILES SOUTHEAST OF MIDDLETON AND 9-1/2
 ED2409'MILES WEST-SOUTHWEST OF ELBERTON, GO SOUTHEAST ALONG STATE
 ED2409'ROUTE 79 FOR 1.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 21
 ED2409'CROSSING.  CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 79
 ED2409'FOR 1.75 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 19
 ED2409'CROSSING.  CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 79
 ED2409'FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 ED2409'
 ED2409'THE STATION IS LOCATED 48 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED2409'OF STATE ROUTE 79, 23.1 FEET NORTHWEST OF A FENCE CORNER POST AT
 ED2409'A WIRE GAP, 34.8 FEET NORTHWEST OF A POWER POLE, 8.8 FEET
 ED2409'EAST-SOUTHEAST OF A 7 INCH CEDAR TREE, THE WESTERNMOST ONE IN A
 ED2409'ROW OF CEDAR TREES, 99.0 FEET SOUTH-SOUTHWEST OF A POWER POLE
 ED2409'WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON THE
 ED2409'NORTH SIDE OF THE HIGHWAY, AND 2.7 FEET NORTH-NORTHEAST OF A
 ED2409'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 052-220
 ED2409'1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED2409'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED2409'STATION IS A STANDARD DISK STAMPED 052-220 1976, SET IN AN
 ED2409'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.65 METER BELOW
 ED2409'THE SURFACE OF THE GROUND.
 ED2409'
 ED2409'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 ED2409'STATE ROUTE 79 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED2409'LOCATED 149 FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 79,
 ED2409'109.3 FEET SOUTHEAST OF A POWER POLE WITH AN UNDERGROUND TELEPHONE
 ED2409'CABLE PEDESTAL ATTACHED, 16.5 FEET NORTH OF A 24 INCH METAL PIPE
 ED2409'SIDE DRAIN UNDER A DRIVEWAY TO THE NORTHEAST, 31.0 FEET
 ED2409'NORTH-NORTHWEST OF THE NEAREST CEDAR TREE IN A CLUSTER OF CEDAR
 ED2409'TREES ON THE SOUTHEAST SIDE OF THE DRIVEWAY, AND 2.1 FEET
 ED2409'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED2409'052-220 1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED2409'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2407 ***********************************************************************
 ED2407  DESIGNATION -  BV 052 221
 ED2407  PID         -  ED2407
 ED2407  STATE/COUNTY-  GA/ELBERT
 ED2407  USGS QUAD   -  HEARDMONT (1985)
 ED2407
 ED2407                         *CURRENT SURVEY CONTROL
 ED2407  ___________________________________________________________________
 ED2407* NAD 83(1994)-  34 03 45.12691(N)    082 40 03.53371(W)     ADJUSTED  
 ED2407* NAVD 88     -       166.     (meters)     545.     (feet)  VERTCON   
 ED2407  ___________________________________________________________________
 ED2407  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ED2407  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 ED2407
 ED2407  HORZ ORDER  -  SECOND
 ED2407
 ED2407.The horizontal coordinates were established by classical geodetic methods
 ED2407.and adjusted by the National Geodetic Survey in September 1997..
 ED2407
 ED2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2407
 ED2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2407
 ED2407.The geoid height was determined by GEOID03.
 ED2407
 ED2407;                    North         East     Units Scale Factor Converg.
 ED2407;SPC GA E     -   450,552.831   153,755.270   MT  0.99992635   -0 16 50.2
 ED2407;SPC GA E     - 1,478,188.75    504,445.41   sFT  0.99992635   -0 16 50.2
 ED2407;UTM  17      - 3,770,344.453   346,101.081   MT  0.99989197   -0 56 03.2
 ED2407
 ED2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2407!SPC GA E     -   0.99997854  x   0.99992635  =   0.99990489
 ED2407!UTM  17      -   0.99997854  x   0.99989197  =   0.99987051
 ED2407
 ED2407|---------------------------------------------------------------------|
 ED2407| PID    Reference Object                     Distance      Geod. Az  |
 ED2407|                                                           dddmmss.s |
 ED2407| ED2406 BV 052 221 GADT 1976 PTA             32.021 METERS 09549     |
 ED2407| ED2398 CALHOUN FALLS USE MICROWAVE         APPROX. 8.5 KM 1184203.5 |
 ED2407| ED3018 BV 052 221 AZ MK                                   2834830.2 |
 ED2407|---------------------------------------------------------------------|
 ED2407
 ED2407                          SUPERSEDED SURVEY CONTROL
 ED2407
 ED2407  NAD 83(1986)-  34 03 45.13471(N)    082 40 03.53250(W) AD(       ) 2
 ED2407  NAD 27      -  34 03 44.71317(N)    082 40 04.03277(W) AD(       ) 2
 ED2407  NGVD 29 (07/19/86)  166.     (m)          545.     (f) VERT ANG       
 ED2407
 ED2407.Superseded values are not recommended for survey control.
 ED2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2407.See file dsdata.txt to determine how the superseded data were derived.
 ED2407
 ED2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4610170344(NAD 83)
 ED2407_MARKER: DD = SURVEY DISK
 ED2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2407
 ED2407  HISTORY     - Date     Condition        Report By
 ED2407  HISTORY     - 1976     MONUMENTED       GADT
 ED2407
 ED2407                          STATION DESCRIPTION
 ED2407
 ED2407'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2407'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES EAST-SOUTHEAST
 ED2407'OF MIDDLETON, 7-1/2 MILES NORTHEAST OF FORTSONIA, AND 12 MILES
 ED2407'EAST-SOUTHEAST OF ELBERTON ON STATE RIGHT OF WAY.
 ED2407'
 ED2407'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 72 AND
 ED2407'79, LOCATED APPROXIMATELY 4 MILES SOUTHEAST OF MIDDLETON, GO
 ED2407'EAST ALONG STATE ROUTE 72 FOR 1.2 MILES TO THE JUNCTION OF DIRT
 ED2407'COUNTY ROAD 21 TO THE RIGHT.  CONTINUE GOING EASTERLY ALONG
 ED2407'STATE ROUTE 72 FOR 0.7 MILE TO THE JUNCTION OF PAVED COUNTY
 ED2407'ROAD 17 FORKING TO THE RIGHT.  CONTINUE GOING EASTERLY ALONG
 ED2407'STATE ROUTE 72 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 ED2407'RIGHT.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 72 FOR 0.4
 ED2407'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 14 TO THE
 ED2407'RIGHT.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 72 FOR
 ED2407'0.15 MILE TO THE STATION ON THE RIGHT.
 ED2407'
 ED2407'THE STATION IS LOCATED 47 FEET SOUTH OF THE CENTERLINE OF
 ED2407'STATE ROUTE 72, 73.0 FEET EAST OF A POWER POLE, 181.0 FEET
 ED2407'SOUTHWEST OF A RIGHT OF WAY MARKER ON THE NORTH SIDE OF THE
 ED2407'HIGHWAY, 165.0 FEET SOUTH-SOUTHEAST OF A 10 INCH CEDAR TREE
 ED2407'ON THE NORTH SIDE OF THE HIGHWAY, AND 2.3 FEET NORTH OF A WITNESS
 ED2407'POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 ED2407'052-221 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED2407'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED2407'UNDERGROUND STATION IS A STANDARD DISK STAMPED 052-221 1976,
 ED2407'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 ED2407'METER BELOW THE SURFACE OF THE GROUND.
 ED2407'
 ED2407'THE AZIMUTH MARK IS LOCATED 43 FEET SOUTH-SOUTHWEST OF THE
 ED2407'CENTERLINE OF STATE ROUTE 72, 6.8 FEET WEST-NORTHWEST OF A
 ED2407'NORTHWESTERN FENCE CORNER POST, 18.0 FEET WEST-SOUTHWEST OF A
 ED2407'20 INCH CONCRETE PIPE SIDE DRAIN UNDER A DIRT DRIVEWAY TO THE
 ED2407'SOUTH, 173.3 FEET WEST-SOUTHWEST OF A POWER POLE WITH AN
 ED2407'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON THE NORTH SIDE
 ED2407'OF THE HIGHWAY, AND 2.3 FEET NORTH-NORTHEAST OF A WITNESS POST
 ED2407'SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 052-221
 ED2407'1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED2407'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2410 ***********************************************************************
 ED2410  DESIGNATION -  BV 052 222
 ED2410  PID         -  ED2410
 ED2410  STATE/COUNTY-  GA/ELBERT
 ED2410  USGS QUAD   -  HEARDMONT (1985)
 ED2410
 ED2410                         *CURRENT SURVEY CONTROL
 ED2410  ___________________________________________________________________
 ED2410* NAD 83(1994)-  34 01 19.34430(N)    082 43 37.05811(W)     ADJUSTED  
 ED2410* NAVD 88     -       167.     (meters)     548.     (feet)  VERTCON   
 ED2410  ___________________________________________________________________
 ED2410  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED2410  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 ED2410
 ED2410  HORZ ORDER  -  SECOND
 ED2410
 ED2410.The horizontal coordinates were established by classical geodetic methods
 ED2410.and adjusted by the National Geodetic Survey in September 1997..
 ED2410
 ED2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2410
 ED2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2410
 ED2410.The geoid height was determined by GEOID03.
 ED2410
 ED2410;                    North         East     Units Scale Factor Converg.
 ED2410;SPC GA E     -   446,089.749   148,255.603   MT  0.99993300   -0 18 48.6
 ED2410;SPC GA E     - 1,463,546.12    486,401.92   sFT  0.99993300   -0 18 48.6
 ED2410;UTM  17      - 3,765,944.486   340,551.033   MT  0.99991341   -0 57 59.3
 ED2410
 ED2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2410!SPC GA E     -   0.99997837  x   0.99993300  =   0.99991137
 ED2410!UTM  17      -   0.99997837  x   0.99991341  =   0.99989178
 ED2410
 ED2410|---------------------------------------------------------------------|
 ED2410| PID    Reference Object                     Distance      Geod. Az  |
 ED2410|                                                           dddmmss.s |
 ED2410| ED2411 BV 052 222 GADT 1976 PTA             26.484 METERS 19105     |
 ED2410| ED3019 BV 052 222 AZ MK                                   2213143.4 |
 ED2410|---------------------------------------------------------------------|
 ED2410
 ED2410                          SUPERSEDED SURVEY CONTROL
 ED2410
 ED2410  NAD 83(1986)-  34 01 19.35230(N)    082 43 37.05867(W) AD(       ) 2
 ED2410  NAD 27      -  34 01 18.93202(N)    082 43 37.56689(W) AD(       ) 2
 ED2410  NGVD 29 (07/19/86)  167.     (m)          548.     (f) VERT ANG       
 ED2410
 ED2410.Superseded values are not recommended for survey control.
 ED2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2410.See file dsdata.txt to determine how the superseded data were derived.
 ED2410
 ED2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4055165944(NAD 83)
 ED2410_MARKER: DD = SURVEY DISK
 ED2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2410
 ED2410  HISTORY     - Date     Condition        Report By
 ED2410  HISTORY     - 1976     MONUMENTED       GADT
 ED2410
 ED2410                          STATION DESCRIPTION
 ED2410
 ED2410'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2410'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-NORTHEAST
 ED2410'OF FORTSONIA, 5-3/4 MILES SOUTH-SOUTHEAST OF MIDDLETON, AND 10
 ED2410'MILES SOUTHEAST OF ELBERTON ON THE PROPERTY OF MR. RODERICK DYE.
 ED2410'
 ED2410'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 ED2410'NORTH ALONG STATE ROUTE 17 FOR 3.25 MILES TO THE JUNCTION OF
 ED2410'COUNTY ROAD 92193 (PAVED LEFT, DIRT RIGHT) CROSSING.  CONTINUE
 ED2410'GOING NORTH ALONG STATE ROUTE 17 FOR 4.05 MILES TO THE
 ED2410'WILKES-ELBERT COUNTY LINE LOCATED AT THE SOUTH END OF A BRIDGE OVER
 ED2410'BROAD RIVER.  CONTINUE GOING NORTH ALONG STATE ROUTE 17
 ED2410'FOR 1.2 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92215
 ED2410'CROSSING.  TURN RIGHT, GOING EAST ALONG COUNTY ROAD 92215 FOR
 ED2410'2.7 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 26 TO THE LEFT.
 ED2410'TURN LEFT, GOING NORTH ALONG COUNTY ROAD 26 FOR 1.35 MILES TO THE
 ED2410'JUNCTION OF DIRT COUNTY ROAD 27 TO THE RIGHT.  CONTINUE GOING
 ED2410'NORTH ALONG COUNTY ROAD 26 FOR 0.75 MILE TO THE AZIMUTH MARK
 ED2410'ON THE LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 26 FOR 0.2
 ED2410'MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE RODERICK
 ED2410'DYE RESIDENCE TO THE RIGHT.  TURN RIGHT, GOING EASTERLY TO
 ED2410'SOUTHERLY ALONG THE DRIVEWAY FOR 0.3 MILE TO A WIRE GAP AT THE
 ED2410'DYE RESIDENCE AND THE END OF VEHICLE TRAVEL WITHOUT EXPRESS
 ED2410'PERMISSION OF THE PROPERTY OWNER.  PACK NORTHWESTERLY ACROSS
 ED2410'A PASTURE FOR ABOUT 500 FEET TO THE EDGE OF A WOODSLINE AND THE
 ED2410'STATION.  TO REACH BY VEHICLE FROM THE WIRE GAP, GO THROUGH THE
 ED2410'GAP CONTINUING SOUTHERLY ALONG A TRACK ROAD PARALLEL TO A FENCELINE
 ED2410'ON THE RIGHT FOR 0.1 MILE TO A WIRE GAP IN THE FENCELINE ON THE
 ED2410'RIGHT.  TURN RIGHT, GOING THROUGH THE GAP AND PROCEEDING NORTHERLY
 ED2410'UP THE HILL IN THE PASTURE FOR 0.15 MILE TO THE STATION AT THE
 ED2410'WOODSLINE.
 ED2410'
 ED2410'THE STATION IS LOCATED 37.0 FEET SOUTH-SOUTHWEST OF THE
 ED2410'SOUTHWEST CORNER OF A MARBLE CEMETERY SLAB FOR HENRY BOURNE (THE
 ED2410'ONLY MARBLE CEMETERY SLAB MARKER IN THE AREA), 35.0 FEET SOUTHEAST
 ED2410'OF A CLUSTER OF OAK TREES, THE LARGEST OF WHICH IS 6 INCHES, 48.2
 ED2410'FEET EAST-SOUTHEAST OF A 5 INCH CEDAR TREE, 9.6 FEET NORTHWEST OF
 ED2410'A 3 INCH CEDAR TREE, AND 4.6 FEET SOUTH OF A WITNESS POST.  IT IS
 ED2410'A STANDARD BRASS DISK STAMPED 052-222 1976, SET IN THE TOP OF A
 ED2410'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED2410'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED2410'052-222 1976, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED2410'0.74 METER BELOW THE SURFACE OF THE GROUND.
 ED2410'
 ED2410'THE AZIMUTH MARK IS LOCATED 36 FEET WEST OF THE CENTERLINE OF
 ED2410'COUNTY ROAD 26, 52.7 FEET EAST-NORTHEAST OF A POWER POLE, 37.0
 ED2410'FEET SOUTH OF A 14 INCH PINE TREE, 172.0 FEET WEST-SOUTHWEST OF A
 ED2410'12 INCH TWIN OAK TREE ON THE EAST SIDE OF THE ROAD, AND 2.1 FEET
 ED2410'EAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 ED2410'STAMPED 052-222 1976 AZMK, SET IN THE TOP OF A 10 INCH
 ED2410'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED2410'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2446 ***********************************************************************
 ED2446  DESIGNATION -  BV 052 223
 ED2446  PID         -  ED2446
 ED2446  STATE/COUNTY-  GA/ELBERT
 ED2446  USGS QUAD   -  ELBERTON EAST (1981)
 ED2446
 ED2446                         *CURRENT SURVEY CONTROL
 ED2446  ___________________________________________________________________
 ED2446* NAD 83(1994)-  34 00 19.53853(N)    082 49 45.07586(W)     ADJUSTED  
 ED2446* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 ED2446  ___________________________________________________________________
 ED2446  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 ED2446  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 ED2446
 ED2446  HORZ ORDER  -  SECOND
 ED2446
 ED2446.The horizontal coordinates were established by classical geodetic methods
 ED2446.and adjusted by the National Geodetic Survey in September 1997..
 ED2446
 ED2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2446
 ED2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2446
 ED2446.The geoid height was determined by GEOID03.
 ED2446
 ED2446;                    North         East     Units Scale Factor Converg.
 ED2446;SPC GA E     -   444,303.532   138,802.631   MT  0.99994615   -0 22 13.9
 ED2446;SPC GA E     - 1,457,685.84    455,388.30   sFT  0.99994615   -0 22 13.9
 ED2446;UTM  17      - 3,764,266.103   331,078.389   MT  0.99995176   -1 01 23.7
 ED2446
 ED2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2446!SPC GA E     -   0.99998025  x   0.99994615  =   0.99992640
 ED2446!UTM  17      -   0.99998025  x   0.99995176  =   0.99993201
 ED2446
 ED2446:                Primary Azimuth Mark                     Grid Az
 ED2446:SPC GA E     -  MADDEN                                   100 18 21.1
 ED2446:UTM  17      -  MADDEN                                   100 57 30.9
 ED2446
 ED2446|---------------------------------------------------------------------|
 ED2446| PID    Reference Object                     Distance      Geod. Az  |
 ED2446|                                                           dddmmss.s |
 ED2446| DF1936 MADDEN                              APPROX. 5.6 KM 0995607.2 |
 ED2446| ED3020 BV 052 223 AZ MK                     11.629 METERS 27710     |
 ED2446| ED2447 BV 052 223 GADT 1976 PTA             11.621 METERS 30345     |
 ED2446|---------------------------------------------------------------------|
 ED2446
 ED2446                          SUPERSEDED SURVEY CONTROL
 ED2446
 ED2446  NAD 83(1986)-  34 00 19.54659(N)    082 49 45.07639(W) AD(       ) 2
 ED2446  NAD 27      -  34 00 19.12478(N)    082 49 45.57320(W) AD(       ) 2
 ED2446  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 ED2446
 ED2446.Superseded values are not recommended for survey control.
 ED2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2446.See file dsdata.txt to determine how the superseded data were derived.
 ED2446
 ED2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3107864266(NAD 83)
 ED2446_MARKER: DD = SURVEY DISK
 ED2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2446
 ED2446  HISTORY     - Date     Condition        Report By
 ED2446  HISTORY     - 1976     MONUMENTED       GADT
 ED2446
 ED2446                          STATION DESCRIPTION
 ED2446
 ED2446'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2446'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST OF FORTSONIA,
 ED2446'7 MILES SOUTH-SOUTHWEST OF MIDDLETON, AND 7-3/4 MILES
 ED2446'SOUTH-SOUTHEAST OF ELBERTON ON COUNTY RIGHT OF WAY.
 ED2446'
 ED2446'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 ED2446'NORTH ALONG STATE ROUTE 17 FOR 7.3 MILES TO THE SOUTH END OF
 ED2446'BROAD RIVER BRIDGE AND THE WILKES-ELBERT COUNTY LINE.  CONTINUE
 ED2446'GOING NORTH ALONG STATE ROUTE 17 FOR 1.2 MILES TO THE JUNCTION
 ED2446'OF PAVED COUNTY ROAD 92215 CROSSING.  TURN LEFT, GOING WEST
 ED2446'ALONG COUNTY ROAD 92215 FOR 1.55 MILES TO A SMALL WOODEN BRIDGE
 ED2446'OVER FALLING CREEK.  CONTINUE GOING WESTERLY AND TO
 ED2446'NORTHWESTERLY ALONG COUNTY ROAD 92215 FOR 1.75 MILES TO THE
 ED2446'JUNCTION OF PAVED COUNTY ROAD 50 TO THE RIGHT.  CONTINUE GOING
 ED2446'NORTHWESTERLY ALONG COUNTY ROAD 92215 FOR 0.7 MILE TO THE
 ED2446'STATION ON THE RIGHT.
 ED2446'
 ED2446'THE STATION IS LOCATED 20 FEET NORTH OF THE CENTERLINE OF COUNTY
 ED2446'ROAD 92215, 27.0 FEET WEST-SOUTHWEST OF A POWER POLE, 38.4 FEET
 ED2446'EAST-SOUTHEAST OF AN 8 INCH PINE TREE, 84.3 FEET NORTHEAST OF A
 ED2446'5 INCH PINE TREE WITH A BAND OF WHITE PAINT ON THE SOUTH SIDE OF
 ED2446'THE ROAD, 62.0 FEET NORTHWEST OF AN 8 INCH PINE TREE WITH A BAND
 ED2446'OF WHITE PAINT ON THE SOUTH SIDE OF THE ROAD, AND 3.0 FEET SOUTH
 ED2446'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 052-223
 ED2446'1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED2446'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED2446'STATION IS A STANDARD DISK STAMPED 052-223 1976, SET IN AN
 ED2446'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE
 ED2446'SURFACE OF THE GROUND.
 ED2446'
 ED2446'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 ED2446'COUNTY ROAD 92215 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY
 ED2446'ROAD 60 REVERSE FORKING TO THE RIGHT.  CONTINUE GOING WEST ALONG
 ED2446'COUNTY ROAD 92215 FOR 0.05 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED2446'LOCATED 29 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 92215,
 ED2446'72.6 FEET WEST-SOUTHWEST OF A 10 INCH OAK TREE, 58.2 FEET
 ED2446'NORTHWEST OF 12 INCH TWIN OAK TREES ON THE SOUTH SIDE OF THE
 ED2446'ROAD, AND 5.8 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 ED2446'DISK STAMPED 052-223 1976 AZMK, SET IN THE TOP OF A 10 INCH
 ED2446'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED2446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1931 ***********************************************************************
 CL1931  DESIGNATION -  BV 053 200
 CL1931  PID         -  CL1931
 CL1931  STATE/COUNTY-  GA/EMANUEL
 CL1931  USGS QUAD   -  COLEMANS LAKE (1973)
 CL1931
 CL1931                         *CURRENT SURVEY CONTROL
 CL1931  ___________________________________________________________________
 CL1931* NAD 83(1994)-  32 48 20.18786(N)    082 19 41.10691(W)     ADJUSTED  
 CL1931* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL1931  ___________________________________________________________________
 CL1931  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CL1931  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CL1931
 CL1931  HORZ ORDER  -  SECOND
 CL1931
 CL1931.The horizontal coordinates were established by classical geodetic methods
 CL1931.and adjusted by the National Geodetic Survey in September 1997..
 CL1931
 CL1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1931
 CL1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1931
 CL1931.The geoid height was determined by GEOID03.
 CL1931
 CL1931;                    North         East     Units Scale Factor Converg.
 CL1931;SPC GA E     -   311,056.442   184,883.425   MT  0.99990282   -0 05 14.8
 CL1931;SPC GA E     - 1,020,524.34    606,571.70   sFT  0.99990282   -0 05 14.8
 CL1931;UTM  17      - 3,630,517.778   375,659.829   MT  0.99979063   -0 43 10.7
 CL1931
 CL1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1931!SPC GA E     -   0.99999111  x   0.99990282  =   0.99989393
 CL1931!UTM  17      -   0.99999111  x   0.99979063  =   0.99978174
 CL1931
 CL1931|---------------------------------------------------------------------|
 CL1931| PID    Reference Object                     Distance      Geod. Az  |
 CL1931|                                                           dddmmss.s |
 CL1931| CL1930 BV 053 200 GADT TPT                  24.196 METERS 05618     |
 CL1931| CL1929 BV 053 200 GADT AZ MK               APPROX. 0.6 KM 0562454.7 |
 CL1931| CY7270 BV 053 200 RM 1                      22.885 METERS 13131     |
 CL1931|---------------------------------------------------------------------|
 CL1931
 CL1931                          SUPERSEDED SURVEY CONTROL
 CL1931
 CL1931  NAD 83(1986)-  32 48 20.19166(N)    082 19 41.10392(W) AD(       ) 2
 CL1931  NAD 27      -  32 48 19.62655(N)    082 19 41.65060(W) AD(       ) 2
 CL1931  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL1931
 CL1931.Superseded values are not recommended for survey control.
 CL1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1931.See file dsdata.txt to determine how the superseded data were derived.
 CL1931
 CL1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7566030518(NAD 83)
 CL1931_MARKER: DD = SURVEY DISK
 CL1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1931
 CL1931  HISTORY     - Date     Condition        Report By
 CL1931  HISTORY     - 1978     MONUMENTED       GADT
 CL1931
 CL1931                          STATION DESCRIPTION
 CL1931
 CL1931'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1931'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHEAST OF WADLEY,
 CL1931'5-1/2 MILES WEST-SOUTHWEST OF MIDVILLE, AND 5-1/4 MILES NORTHWEST OF
 CL1931'SUMMERTOWN ON COUNTY RIGHT OF WAY.
 CL1931'
 CL1931'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 78 AND 56 IN
 CL1931'MIDVILLE, GO SOUTH ALONG STATE ROUTE 56 FOR 0.9 MILE TO THE JUNCTIION
 CL1931'OF PAVED COUNTY ROAD 457 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG
 CL1931'COUNTY ROAD 457 FOR 4.5 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 78
 CL1931'TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 457 FOR 1.0 MILE
 CL1931'TO THE STATION ON THE RIGHT.
 CL1931'
 CL1931'THE STATION IS LOCATED 34 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1931'ROAD, 230 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF
 CL1931'CENTERLINES OF A FIELD ROAD TO THE SOUTHEAST AND COUNTY ROAD 457,
 CL1931'116.3 FEET WEST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 3.0
 CL1931'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1931'STAMPED---053-200 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1931'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1931'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1931'STAMPED---053-200 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1931'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL1931'
 CL1931'REFERENCE MARK 1 IS LOCATED 41 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL1931'ROAD, 225.5 FEET NORTHEAST OF THE POINT OF INTERSECTION OF CENTERLINES
 CL1931'OF A FIELD ROAD TO THE SOUTHEAST AND COUNTY ROAD 457, 74.3 FEET
 CL1931'SOUTHWEST OF THE POWER POLE, AND 2.0 FEET WEST-NORTHWEST OF A WITNESS
 CL1931'POST.  IT IS A STANDARD DISK STAMPED---053-200 1978 RM 1---, SET IN
 CL1931'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1931'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1931'
 CL1931'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 CL1931'COUNTY ROAD 457 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 87
 CL1931'FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 87 FOR
 CL1931'0.2 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 88
 CL1931'CROSSING.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 88 FOR 0.1 MILE TO
 CL1931'THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 16 FEET NORTH-NORTHEAST
 CL1931'OF THE CENTERLINE OF COUNTY ROAD 88, 35.3 FEET EAST-SOUTHEAST OF AN
 CL1931'UNDERGROUND TELEPHONE CABLE PEDESTAL, 221.0 FEET WEST-NORTHWEST OF
 CL1931'ANOTHER UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 3.2 FEET WEST-
 CL1931'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-200
 CL1931'1978 AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1931'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1931'
 CL1931'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1931'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1929 ***********************************************************************
 CL1929  DESIGNATION -  BV 053 200 GADT AZ MK
 CL1929  PID         -  CL1929
 CL1929  STATE/COUNTY-  GA/EMANUEL
 CL1929  USGS QUAD   -  COLEMANS LAKE (1973)
 CL1929
 CL1929                         *CURRENT SURVEY CONTROL
 CL1929  ___________________________________________________________________
 CL1929* NAD 83(1994)-  32 48 30.56722(N)    082 19 22.59658(W)     ADJUSTED  
 CL1929* NAVD 88     -        79.     (meters)     259.     (feet)  VERTCON   
 CL1929  ___________________________________________________________________
 CL1929  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CL1929  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CL1929
 CL1929  HORZ ORDER  -  SECOND
 CL1929
 CL1929.The horizontal coordinates were established by classical geodetic methods
 CL1929.and adjusted by the National Geodetic Survey in September 1997..
 CL1929
 CL1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1929
 CL1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1929
 CL1929.The geoid height was determined by GEOID03.
 CL1929
 CL1929;                    North         East     Units Scale Factor Converg.
 CL1929;SPC GA E     -   311,375.432   185,365.414   MT  0.99990264   -0 05 04.8
 CL1929;SPC GA E     - 1,021,570.90    608,153.03   sFT  0.99990264   -0 05 04.8
 CL1929;UTM  17      - 3,630,831.395   376,145.254   MT  0.99978915   -0 43 00.9
 CL1929
 CL1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1929!SPC GA E     -   0.99999221  x   0.99990264  =   0.99989485
 CL1929!UTM  17      -   0.99999221  x   0.99978915  =   0.99978136
 CL1929
 CL1929                          SUPERSEDED SURVEY CONTROL
 CL1929
 CL1929  NAD 83(1986)-  32 48 30.57101(N)    082 19 22.59358(W) AD(       ) 2
 CL1929  NAD 27      -  32 48 30.00624(N)    082 19 23.14082(W) AD(       ) 2
 CL1929  NGVD 29 (07/19/86)   79.     (m)          259.     (f) VERT ANG       
 CL1929
 CL1929.Superseded values are not recommended for survey control.
 CL1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1929.See file dsdata.txt to determine how the superseded data were derived.
 CL1929
 CL1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7614530831(NAD 83)
 CL1929_MARKER: DD = SURVEY DISK
 CL1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1929+STABILITY: SURFACE MOTION
 CL1929
 CL1929  HISTORY     - Date     Condition        Report By
 CL1929  HISTORY     - 1978     MONUMENTED       GADT
 CL1929
 CL1929                          STATION DESCRIPTION
 CL1929
 CL1929'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1929'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHEAST OF WADLEY, 5
 CL1929'MILES WEST-SOUTHWEST OF MIDVILLE, AND 5-1/4 MILES NORTHWEST OF
 CL1929'SUMMERTOWN ON COUNTY RIGHT OF WAY.
 CL1929'
 CL1929'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 78 AND 56 IN
 CL1929'MIDVILLE, GO SOUTH ALONG STATE ROUTE 56 FOR 0.9 MILE TO THE JUNCTION
 CL1929'OF PAVED COUNTY ROAD 457 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG
 CL1929'COUNTY ROAD 457 FOR 4.5 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 78
 CL1929'TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 457 FOR 0.6 MILE
 CL1929'TO THE JUNCTION OF DIRT COUNTY ROAD 88 TO THE RIGHT.  TURN RIGHT GOING
 CL1929'WEST ALONG COUNTY ROAD 88 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CL1929'
 CL1929'THE STATION IS LOCATED 16 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1929'COUNTY ROAD 88, 35.3 FEET EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE
 CL1929'CABLE PEDESTAL, 221.0 FEET WEST-NORTHWEST OF ANOTHER UNDERGROUND
 CL1929'TELEPHONE CABLE PEDESTAL, AND 3.2 FEET WEST-NORTHWEST OF A WITNESS
 CL1929'POST.  IT IS A STANDARD BRASS DISK STAMPED---053-200 1978 AZ MK---,
 CL1929'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1929'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1929'
 CL1929'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1929'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1904 ***********************************************************************
 CL1904  DESIGNATION -  BV 053 201
 CL1904  PID         -  CL1904
 CL1904  STATE/COUNTY-  GA/EMANUEL
 CL1904  USGS QUAD   -  DELLWOOD (1971)
 CL1904
 CL1904                         *CURRENT SURVEY CONTROL
 CL1904  ___________________________________________________________________
 CL1904* NAD 83(1994)-  32 44 28.48952(N)    082 23 39.16725(W)     ADJUSTED  
 CL1904* NAVD 88     -       116.6    (meters)     383.     (feet)  VERTCON   
 CL1904  ___________________________________________________________________
 CL1904  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CL1904  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CL1904
 CL1904  HORZ ORDER  -  FIRST
 CL1904
 CL1904.The horizontal coordinates were established by classical geodetic methods
 CL1904.and adjusted by the National Geodetic Survey in September 1997..
 CL1904
 CL1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1904
 CL1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1904
 CL1904.The geoid height was determined by GEOID03.
 CL1904
 CL1904;                    North         East     Units Scale Factor Converg.
 CL1904;SPC GA E     -   303,930.897   178,675.307   MT  0.99990561   -0 07 23.0
 CL1904;SPC GA E     -   997,146.62    586,203.90   sFT  0.99990561   -0 07 23.0
 CL1904;UTM  17      - 3,623,461.835   369,374.189   MT  0.99981040   -0 45 15.0
 CL1904
 CL1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1904!SPC GA E     -   0.99998624  x   0.99990561  =   0.99989185
 CL1904!UTM  17      -   0.99998624  x   0.99981040  =   0.99979665
 CL1904
 CL1904|---------------------------------------------------------------------|
 CL1904| PID    Reference Object                     Distance      Geod. Az  |
 CL1904|                                                           dddmmss.s |
 CL1904| CL1903 BV 053 201 GADT AZ TPT               28.518 METERS 01953     |
 CL1904| CL1902 BV 053 201 GADT AZ MK               482.610 METERS 0195453.7 |
 CL1904| CY7271 BV 053 201 RM 1                      29.933 METERS 02135     |
 CL1904|---------------------------------------------------------------------|
 CL1904
 CL1904                          SUPERSEDED SURVEY CONTROL
 CL1904
 CL1904  NAD 83(1986)-  32 44 28.49408(N)    082 23 39.16593(W) AD(       ) 1
 CL1904  NAD 27      -  32 44 27.92121(N)    082 23 39.70521(W) AD(       ) 1
 CL1904  NGVD 29 (07/19/86)  116.8    (m)          383.     (f) VERT ANG       
 CL1904
 CL1904.Superseded values are not recommended for survey control.
 CL1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1904.See file dsdata.txt to determine how the superseded data were derived.
 CL1904
 CL1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6937423462(NAD 83)
 CL1904_MARKER: DD = SURVEY DISK
 CL1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1904
 CL1904  HISTORY     - Date     Condition        Report By
 CL1904  HISTORY     - 1978     MONUMENTED       GADT
 CL1904  HISTORY     - 1982     GOOD             NGS
 CL1904
 CL1904                          STATION DESCRIPTION
 CL1904
 CL1904'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1904'THE STATION IS LOCATED APPROXIMATELY 7 MILES WEST OF SUMMERTOWN, 8
 CL1904'MILES EAST-NORTHEAST OF KITE, AND 8-1/2 MILES SOUTH OF WADLEY ON THE
 CL1904'PROPERTY OF MR. A.L. WOMACK.
 CL1904'
 CL1904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1904'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1904'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.1 MILES TO THE JUNCTION OF DIRT
 CL1904'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1904'(STATE ROUTE 4) FOR 2.95 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1904'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1904'FOR 3.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 109 CROSSING.
 CL1904'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 1.8
 CL1904'MILES TO THE SOUTHEASTERN CORNER OF A CHAIN LINK FENCE AROUND THE
 CL1904'WOMACK RESIDENCE AND THE STATION ON THE LEFT.
 CL1904'
 CL1904'THE STATION IS LOCATED INSIDE THE FENCE 52 FEET WEST OF THE CENTERLINE
 CL1904'OF THE HIGHWAY, 11.2 FEET NORTH-NORTHWEST OF THE FENCE CORNER, 82.0
 CL1904'FEET NORTH OF A POWER POLE IN A GRASSY ISLAND IN FRONT OF AN OLD
 CL1904'SERVICE STATION, 109.0 FEET SOUTH OF A RIGHT OF WAY MARKER, 142.8 FEET
 CL1904'SOUTHWEST OF ANOTHER POWER POLE ON THE EAST SIDE OF THE HIGHWAY, AND
 CL1904'3.0 FEET WEST OF A WITNESS SIGN ATTACHED TO THE FENCE.  IT IS A
 CL1904'STANDARD BRASS DISK STAMPED---053-201 1978---, SET IN THE TOP OF A 10
 CL1904'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1904'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1904'STAMPED---053-201 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1904'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 CL1904'
 CL1904'REFERENCE MARK 1 IS ON STATE RIGHT OF WAY LOCATED 42 FEET WEST OF THE
 CL1904'CENTERLINE OF THE HIGHWAY, 21.6 FEET SOUTH OF A POWER POLE, 16.3 FEET
 CL1904'NORTH OF A RIGHT OF WAY MARKER, 89.0 FEET WEST OF A POWER POLE, AND 7
 CL1904'FEET EAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 CL1904'DISK STAMPED---053-201 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1904'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1904'STEEL RODS EMBEDDED.
 CL1904'
 CL1904'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG U.S.
 CL1904'HIGHWAY 1 (STATE ROUTE 4) FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CL1904'RIGHT ON STATE RIGHT OF WAY.  IT IS LOCATED 56 FEET EAST OF THE
 CL1904'CENTERLINE OF THE HIGHWAY, 42.8 FEET SOUTH OF A RIGHT OF WAY MARKER,
 CL1904'83.0 FEET NORTH OF AN 8 INCH PINE TREE, AND 3.0 FEET WEST OF A WITNESS
 CL1904'POST.  IT IS A STANDARD DISK STAMPED---053-201 1978 AZ MK---, SET IN
 CL1904'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1904'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1904'
 CL1904'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1904'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
 CL1904
 CL1904                          STATION RECOVERY (1982)
 CL1904
 CL1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RM)
 CL1904'STATION MARK, REFERENCE MARK 1 AND AZIMUTH RECOVERED AS DESCRIBED.
 CL1904'
 CL1904'STATION OCCUPIED FOR ASTRO PURPOSES ONLY ON THIS DATE---11-02-82.
 CL1904'STATION MARK BEARS 61 DEGREES 03 MINUTES FROM NORTH IN AZIMUTH AND
 CL1904'8.88 M (29.13 FT) FROM THE ECCENTRIC ASTRO SETUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1902 ***********************************************************************
 CL1902  DESIGNATION -  BV 053 201 GADT AZ MK
 CL1902  PID         -  CL1902
 CL1902  STATE/COUNTY-  GA/EMANUEL
 CL1902  USGS QUAD   -  DELLWOOD (1971)
 CL1902
 CL1902                         *CURRENT SURVEY CONTROL
 CL1902  ___________________________________________________________________
 CL1902* NAD 83(1994)-  32 44 43.21898(N)    082 23 32.85275(W)     ADJUSTED  
 CL1902* NAVD 88     -       117.     (meters)     384.     (feet)  VERTCON   
 CL1902  ___________________________________________________________________
 CL1902  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CL1902  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CL1902
 CL1902  HORZ ORDER  -  SECOND
 CL1902
 CL1902.The horizontal coordinates were established by classical geodetic methods
 CL1902.and adjusted by the National Geodetic Survey in September 1997..
 CL1902
 CL1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1902
 CL1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1902
 CL1902.The geoid height was determined by GEOID03.
 CL1902
 CL1902;                    North         East     Units Scale Factor Converg.
 CL1902;SPC GA E     -   304,384.250   178,840.655   MT  0.99990552   -0 07 19.7
 CL1902;SPC GA E     -   998,633.99    586,746.38   sFT  0.99990552   -0 07 19.7
 CL1902;UTM  17      - 3,623,913.297   369,544.504   MT  0.99980985   -0 45 11.9
 CL1902
 CL1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1902!SPC GA E     -   0.99998621  x   0.99990552  =   0.99989173
 CL1902!UTM  17      -   0.99998621  x   0.99980985  =   0.99979607
 CL1902
 CL1902                          SUPERSEDED SURVEY CONTROL
 CL1902
 CL1902  NAD 83(1986)-  32 44 43.22356(N)    082 23 32.85142(W) AD(       ) 2
 CL1902  NAD 27      -  32 44 42.65109(N)    082 23 33.39103(W) AD(       ) 2
 CL1902  NGVD 29 (07/19/86)  117.     (m)          384.     (f) VERT ANG       
 CL1902
 CL1902.Superseded values are not recommended for survey control.
 CL1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1902.See file dsdata.txt to determine how the superseded data were derived.
 CL1902
 CL1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6954523913(NAD 83)
 CL1902_MARKER: DD = SURVEY DISK
 CL1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1902+STABILITY: SURFACE MOTION
 CL1902
 CL1902  HISTORY     - Date     Condition        Report By
 CL1902  HISTORY     - 1978     MONUMENTED       GADT
 CL1902
 CL1902                          STATION DESCRIPTION
 CL1902
 CL1902'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1902'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES WEST OF SUMMERTOWN,
 CL1902'8-1/4 MILES EAST-NORTHEAST OF KITE, AND 8-1/4 MILES SOUTH OF WADLEY ON
 CL1902'STATE RIGHT OF WAY.
 CL1902'
 CL1902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1902'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1902'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.1 MILES TO THE JUNCTION OF DIRT
 CL1902'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1902'(STATE ROUTE 4) FOR 2.95 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1902'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1902'FOR 3.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 109 CROSSING.
 CL1902'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 2.1
 CL1902'MILES TO THE STATION ON THE RIGHT.
 CL1902'
 CL1902'THE STATION IS LOCATED 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CL1902'42.8 FEET SOUTH OF A RIGHT OF WAY MARKER, 83.0 FEET NORTH OF AN 8 INCH
 CL1902'PINE TREE, AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 CL1902'BRASS DISK STAMPED---053-201 1978 AZ MK---, SET IN THE TOP OF A 10
 CL1902'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1902'WITH STEEL RODS EMBEDDED.
 CL1902'
 CL1902'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1902'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1946 ***********************************************************************
 CL1946  DESIGNATION -  BV 053 202
 CL1946  PID         -  CL1946
 CL1946  STATE/COUNTY-  GA/EMANUEL
 CL1946  USGS QUAD   -  WADLEY (1981)
 CL1946
 CL1946                         *CURRENT SURVEY CONTROL
 CL1946  ___________________________________________________________________
 CL1946* NAD 83(1994)-  32 48 05.64585(N)    082 23 07.58247(W)     ADJUSTED  
 CL1946* NAVD 88     -        86.2    (meters)     283.     (feet)  VERTCON   
 CL1946  ___________________________________________________________________
 CL1946  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CL1946  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CL1946
 CL1946  HORZ ORDER  -  SECOND
 CL1946
 CL1946.The horizontal coordinates were established by classical geodetic methods
 CL1946.and adjusted by the National Geodetic Survey in September 1997..
 CL1946
 CL1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1946
 CL1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1946
 CL1946.The geoid height was determined by GEOID03.
 CL1946
 CL1946;                    North         East     Units Scale Factor Converg.
 CL1946;SPC GA E     -   310,618.162   179,511.354   MT  0.99990517   -0 07 06.7
 CL1946;SPC GA E     - 1,019,086.42    588,946.83   sFT  0.99990517   -0 07 06.7
 CL1946;UTM  17      - 3,630,138.833   370,283.814   MT  0.99980748   -0 45 02.3
 CL1946
 CL1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1946!SPC GA E     -   0.99999103  x   0.99990517  =   0.99989620
 CL1946!UTM  17      -   0.99999103  x   0.99980748  =   0.99979851
 CL1946
 CL1946|---------------------------------------------------------------------|
 CL1946| PID    Reference Object                     Distance      Geod. Az  |
 CL1946|                                                           dddmmss.s |
 CL1946| CY7272 BV 053 202 RM 1                      27.959 METERS 09201     |
 CL1946| CL1934 BV 053 202 GADT AZ MK               APPROX. 0.6 KM 1150617.0 |
 CL1946| CL1947 BV 053 202 GADT TPT                   6.769 METERS 32819     |
 CL1946| CL1956 WADLEY N MUN TANK                   APPROX. 8.7 KM 3494020.7 |
 CL1946|---------------------------------------------------------------------|
 CL1946
 CL1946                          SUPERSEDED SURVEY CONTROL
 CL1946
 CL1946  NAD 83(1986)-  32 48 05.64842(N)    082 23 07.57888(W) AD(       ) 2
 CL1946  NAD 27      -  32 48 05.08192(N)    082 23 08.11949(W) AD(       ) 2
 CL1946  NGVD 29 (07/19/86)   86.4    (m)          283.     (f) VERT ANG       
 CL1946
 CL1946.Superseded values are not recommended for survey control.
 CL1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1946.See file dsdata.txt to determine how the superseded data were derived.
 CL1946
 CL1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7028430139(NAD 83)
 CL1946_MARKER: DD = SURVEY DISK
 CL1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1946
 CL1946  HISTORY     - Date     Condition        Report By
 CL1946  HISTORY     - 1978     MONUMENTED       GADT
 CL1946
 CL1946                          STATION DESCRIPTION
 CL1946
 CL1946'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1946'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHEAST OF
 CL1946'WADLEY, 7-1/2 MILES SOUTHEAST OF BARTOW, AND 8-3/4 MILES WEST OF
 CL1946'MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1946'
 CL1946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319 (STATE
 CL1946'ROUTE 78) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN WADLEY, GO SOUTH ALONG
 CL1946'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 4.05 MILES TO THE JUNCTION OF PAVED
 CL1946'COUNTY ROAD 90622 (ALSO COUNTY ROAD 457 ON COUNTY MAP) FORKING TO THE
 CL1946'LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 90622 FOR 1.2 MILES
 CL1946'TO THE JUNCTION OF DIRT COUNTY ROAD 106 TO THE LEFT.  CONTINUE ALONG
 CL1946'COUNTY ROAD 90622 FOR APPROXIMATELY 200 FEET TO THE STATION ON THE
 CL1946'RIGHT.
 CL1946'
 CL1946'THE STATION IS LOCATED 22 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 CL1946'ROAD 90622, 21 FEET EAST OF THE CENTERLINE OF A DIRT DRIVEWAY TO THE
 CL1946'SOUTH, 169 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF
 CL1946'CENTERLINES OF COUNTY ROADS 90622 AND 106, 119.2 FEET WEST-SOUTHWEST
 CL1946'OF A POWER POLE ON THE NORTHEAST SIDE OF COUNTY ROAD 90622, AND 2.0
 CL1946'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1946'STAMPED---053-202 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1946'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1946'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1946'STAMPED---053-202 1978---, SET IN AN IRREGULAR MASS OF CONCRETE 0.88
 CL1946'METER BELOW THE SURFACE OF THE GROUND.
 CL1946'
 CL1946'REFERENCE MARK 1 IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF
 CL1946'COUNTY ROAD 90622, 42.6 FEET SOUTH-SOUTHEAST OF THE POWER POLE, 118.6
 CL1946'FEET SOUTHEAST OF A 6 INCH CEDAR TREE, 240 FEET SOUTHEAST OF THE POINT
 CL1946'OF INTERSECTION OF CENTERLINES OF COUNTY ROADS 90622 AND 106, AND 2.9
 CL1946'FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1946'STAMPED---053-202 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1946'CYLINDRICAL
 CL1946'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1946'EMBEDDED.
 CL1946'
 CL1946'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG PAVED
 CL1946'COUNTY ROAD 90622 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 CL1946'IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 132.1 FEET
 CL1946'NORTH-NORTHWEST OF A POWER POLE ON THE SOUTHWEST SIDE OF THE ROAD,
 CL1946'112.7 FEET WEST-NORTHWEST OF THE SOUTH CORNER OF A FENCE, AND 7.4 FEET
 CL1946'SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 CL1946'DISK STAMPED---053-202 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1946'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1946'STEEL RODS EMBEDDED.
 CL1946'
 CL1946'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1946'FROM--GENERAL HIGHWAY MAPS JEFFERSON COUNTY 1974 REVISED FEB 1977 AND
 CL1946'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1934 ***********************************************************************
 CL1934  DESIGNATION -  BV 053 202 GADT AZ MK
 CL1934  PID         -  CL1934
 CL1934  STATE/COUNTY-  GA/EMANUEL
 CL1934  USGS QUAD   -  WADLEY (1981)
 CL1934
 CL1934                         *CURRENT SURVEY CONTROL
 CL1934  ___________________________________________________________________
 CL1934* NAD 83(1994)-  32 47 57.79957(N)    082 22 47.75536(W)     ADJUSTED  
 CL1934* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 CL1934  ___________________________________________________________________
 CL1934  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CL1934  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CL1934
 CL1934  HORZ ORDER  -  SECOND
 CL1934
 CL1934.The horizontal coordinates were established by classical geodetic methods
 CL1934.and adjusted by the National Geodetic Survey in September 1997..
 CL1934
 CL1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1934
 CL1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1934
 CL1934.The geoid height was determined by GEOID03.
 CL1934
 CL1934;                    North         East     Units Scale Factor Converg.
 CL1934;SPC GA E     -   310,375.421   180,026.662   MT  0.99990492   -0 06 55.9
 CL1934;SPC GA E     - 1,018,290.03    590,637.47   sFT  0.99990492   -0 06 55.9
 CL1934;UTM  17      - 3,629,890.447   370,796.363   MT  0.99980584   -0 44 51.4
 CL1934
 CL1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1934!SPC GA E     -   0.99999266  x   0.99990492  =   0.99989758
 CL1934!UTM  17      -   0.99999266  x   0.99980584  =   0.99979850
 CL1934
 CL1934                          SUPERSEDED SURVEY CONTROL
 CL1934
 CL1934  NAD 83(1986)-  32 47 57.80216(N)    082 22 47.75174(W) AD(       ) 2
 CL1934  NAD 27      -  32 47 57.23555(N)    082 22 48.29288(W) AD(       ) 2
 CL1934  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 CL1934
 CL1934.Superseded values are not recommended for survey control.
 CL1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1934.See file dsdata.txt to determine how the superseded data were derived.
 CL1934
 CL1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7079629890(NAD 83)
 CL1934_MARKER: DD = SURVEY DISK
 CL1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1934+STABILITY: SURFACE MOTION
 CL1934
 CL1934  HISTORY     - Date     Condition        Report By
 CL1934  HISTORY     - 1978     MONUMENTED       GADT
 CL1934
 CL1934                          STATION DESCRIPTION
 CL1934
 CL1934'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1934'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHEAST OF
 CL1934'WADLEY, 7-1/2 MILES SOUTHEAST OF BARTOW, AND 8-3/4 MILES WEST OF
 CL1934'MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1934'
 CL1934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319 (STATE
 CL1934'ROUTE 78) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN WADLEY, GO SOUTH ALONG
 CL1934'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 4.05 MILES TO THE JUNCTION OF PAVED
 CL1934'COUNTY ROAD 90622 (ALSO COUNTY ROAD 457 ON COUNTY MAP) FORKING TO THE
 CL1934'LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 90622 FOR 1.2 MILES
 CL1934'TO THE JUNCTION OF DIRT COUNTY ROAD 106 TO THE LEFT.  CONTINUE
 CL1934'SOUTHEAST ALONG COUNTY ROAD 90622 FOR 0.45 MILE TO THE STATION ON THE
 CL1934'LEFT.
 CL1934'
 CL1934'THE STATION IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL1934'ROAD, 132.1 FEET NORTH-NORTHWEST OF A POWER POLE ON THE SOUTHWEST SIDE
 CL1934'OF THE ROAD, 112.7 FEET WEST-NORTHWEST OF THE SOUTH CORNER OF A FENCE,
 CL1934'AND 7.4 FEET SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 CL1934'A STANDARD BRASS DISK STAMPED---053-202 1978 AZ MK---, SET IN THE TOP
 CL1934'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1934'GROUND WITH STEEL RODS EMBEDDED.
 CL1934'
 CL1934'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1934'FROM--GENERAL HIGHWAY MAPS JEFFERSON COUNTY 1974 REVISED FEB 1977 AND
 CL1934'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1831 ***********************************************************************
 CL1831  DESIGNATION -  BV 053 203 GADT
 CL1831  PID         -  CL1831
 CL1831  STATE/COUNTY-  GA/EMANUEL
 CL1831  USGS QUAD   -  SUMMERTOWN (1985)
 CL1831
 CL1831                         *CURRENT SURVEY CONTROL
 CL1831  ___________________________________________________________________
 CL1831* NAD 83(1994)-  32 43 14.51278(N)    082 17 08.68522(W)     ADJUSTED  
 CL1831* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL1831  ___________________________________________________________________
 CL1831  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1831  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CL1831
 CL1831  HORZ ORDER  -  SECOND
 CL1831
 CL1831.The horizontal coordinates were established by classical geodetic methods
 CL1831.and adjusted by the National Geodetic Survey in September 1997..
 CL1831
 CL1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1831
 CL1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1831
 CL1831.The geoid height was determined by GEOID03.
 CL1831
 CL1831;                    North         East     Units Scale Factor Converg.
 CL1831;SPC GA E     -   301,635.605   188,837.846   MT  0.99990154   -0 03 51.7
 CL1831;SPC GA E     -   989,616.15    619,545.50   sFT  0.99990154   -0 03 51.7
 CL1831;UTM  17      - 3,621,055.043   379,509.735   MT  0.99977901   -0 41 42.3
 CL1831
 CL1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1831!SPC GA E     -   0.99998922  x   0.99990154  =   0.99989077
 CL1831!UTM  17      -   0.99998922  x   0.99977901  =   0.99976824
 CL1831
 CL1831|---------------------------------------------------------------------|
 CL1831| PID    Reference Object                     Distance      Geod. Az  |
 CL1831|                                                           dddmmss.s |
 CL1831| CL1830 BV 053 203 GADT TPT                  19.244 METERS 14654     |
 CL1831| CL1832 BV 053 203 GADT RM 1                 26.325 METERS 20850     |
 CL1831| CL1833 BV 053 203 GADT AZ MK               APPROX. 0.7 KM 2085933.2 |
 CL1831|---------------------------------------------------------------------|
 CL1831
 CL1831                          SUPERSEDED SURVEY CONTROL
 CL1831
 CL1831  NAD 83(1986)-  32 43 14.51701(N)    082 17 08.68311(W) AD(       ) 2
 CL1831  NAD 27      -  32 43 13.94353(N)    082 17 09.23273(W) AD(       ) 2
 CL1831  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL1831
 CL1831.Superseded values are not recommended for survey control.
 CL1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1831.See file dsdata.txt to determine how the superseded data were derived.
 CL1831
 CL1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7951021055(NAD 83)
 CL1831_MARKER: DD = SURVEY DISK
 CL1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1831+STABILITY: SURFACE MOTION
 CL1831
 CL1831  HISTORY     - Date     Condition        Report By
 CL1831  HISTORY     - 1978     MONUMENTED       GADT
 CL1831
 CL1831                          STATION DESCRIPTION
 CL1831
 CL1831'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1831'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHWEST OF
 CL1831'SUMMERTOWN, 4-3/4 MILES NORTH-NORTHEAST OF MODOC, AND 7-1/4 MILES
 CL1831'WEST-NORTHWEST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1831'
 CL1831'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL1831'ROUTE 56 IN SUMMERTOWN, GO SOUTH ALONG STATE ROUTE 56 FOR 1.85 MILES
 CL1831'TO THE STATION ON THE RIGHT.
 CL1831'
 CL1831'THE STATION IS LOCATED 37 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1831'HIGHWAY, 43.0 FEET NORTH-NORTHEAST OF THE NORTH END OF AN 18 INCH
 CL1831'CONCRETE PIPE UNDER A DRIVEWAY TO A YELLOW FRAME HOUSE WITH A TIN ROOF
 CL1831'TO THE WEST, 38.0 FEET NORTHEAST OF A 24 INCH CHINABERRY TREE, AND 2.0
 CL1831'FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1831'STAMPED---053-203 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1831'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1831'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1831'STAMPED---053-203 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1831'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL1831'
 CL1831'REFERENCE MARK 1 IS LOCATED 34 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL1831'OF THE HIGHWAY, 21.0 FEET SOUTHWEST OF THE SOUTH END OF AN 18 INCH
 CL1831'CONCRETE PIPE UNDER THE DRIVEWAY TO THE WEST, 30.6 FEET NORTH-
 CL1831'NORTHEAST OF THE NORTH END OF AN 18 INCH CORRUGATED METAL PIPE UNDER
 CL1831'ANOTHER DRIVEWAY TO THE WEST, AND 60.8 FEET SOUTH OF THE 24 INCH
 CL1831'CHINABERRY TREE.  IT IS A STANDARD DISK STAMPED---053-203 1978
 CL1831'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1831'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1831'
 CL1831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG STATE ROUTE
 CL1831'56 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 48
 CL1831'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.7 FEET SOUTH-
 CL1831'SOUTHWEST OF A POWER POLE, 109.5 FEET SOUTH-SOUTHWEST OF THE POINT OF
 CL1831'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 56 AND COUNTY ROAD 51
 CL1831'TO THE NORTHEAST, AND 2.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 CL1831'STANDARD DISK STAMPED---053-203 1978 AZ MK---, SET IN THE TOP OF A 10
 CL1831'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1831'WITH STEEL RODS EMBEDDED.
 CL1831'
 CL1831'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1831'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1833 ***********************************************************************
 CL1833  DESIGNATION -  BV 053 203 GADT AZ MK
 CL1833  PID         -  CL1833
 CL1833  STATE/COUNTY-  GA/EMANUEL
 CL1833  USGS QUAD   -  SUMMERTOWN (1985)
 CL1833
 CL1833                         *CURRENT SURVEY CONTROL
 CL1833  ___________________________________________________________________
 CL1833* NAD 83(1994)-  32 42 54.14649(N)    082 17 22.03497(W)     ADJUSTED  
 CL1833* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL1833  ___________________________________________________________________
 CL1833  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CL1833  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CL1833
 CL1833  HORZ ORDER  -  SECOND
 CL1833
 CL1833.The horizontal coordinates were established by classical geodetic methods
 CL1833.and adjusted by the National Geodetic Survey in September 1997..
 CL1833
 CL1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1833
 CL1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1833
 CL1833.The geoid height was determined by GEOID03.
 CL1833
 CL1833;                    North         East     Units Scale Factor Converg.
 CL1833;SPC GA E     -   301,008.672   188,489.517   MT  0.99990163   -0 03 58.9
 CL1833;SPC GA E     -   987,559.28    618,402.69   sFT  0.99990163   -0 03 58.9
 CL1833;UTM  17      - 3,620,432.058   379,154.569   MT  0.99978007   -0 41 49.1
 CL1833
 CL1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1833!SPC GA E     -   0.99998859  x   0.99990163  =   0.99989023
 CL1833!UTM  17      -   0.99998859  x   0.99978007  =   0.99976867
 CL1833
 CL1833                          SUPERSEDED SURVEY CONTROL
 CL1833
 CL1833  NAD 83(1986)-  32 42 54.15076(N)    082 17 22.03291(W) AD(       ) 2
 CL1833  NAD 27      -  32 42 53.57670(N)    082 17 22.58206(W) AD(       ) 2
 CL1833  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL1833
 CL1833.Superseded values are not recommended for survey control.
 CL1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1833.See file dsdata.txt to determine how the superseded data were derived.
 CL1833
 CL1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7915520432(NAD 83)
 CL1833_MARKER: DD = SURVEY DISK
 CL1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1833+STABILITY: SURFACE MOTION
 CL1833
 CL1833  HISTORY     - Date     Condition        Report By
 CL1833  HISTORY     - 1978     MONUMENTED       GADT
 CL1833
 CL1833                          STATION DESCRIPTION
 CL1833
 CL1833'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1833'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTH-SOUTHWEST OF
 CL1833'SUMMERTOWN, 4-1/4 MILES NORTH-NORTHEAST OF MODOC, AND 7-1/4 MILES
 CL1833'WEST-NORTHWEST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1833'
 CL1833'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL1833'ROUTE 56 IN SUMMERTOWN, GO SOUTH ALONG STATE ROUTE 56 FOR 2.35 MILES
 CL1833'TO THE STATION ON THE LEFT.
 CL1833'
 CL1833'THE STATION IS LOCATED 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL1833'HIGHWAY, 6.7 FEET SOUTH-SOUTHWEST OF A POWER POLE, 109.5 FEET SOUTH-
 CL1833'SOUTHWEST OF THE POINT OF INTERSECTION OF CENTERLINES OF STATE ROUTE
 CL1833'56 AND COUNTY ROAD 51, AND 2. 0 FEET NORTHWEST OF A WITNESS POST. IT
 CL1833'IS A STANDARD BRASS DISK STAMPED---053-203 1978 AZ MK---, SET IN THE
 CL1833'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1833'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1833'
 CL1833'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1833'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1832 ***********************************************************************
 CL1832  DESIGNATION -  BV 053 203 GADT RM 1
 CL1832  PID         -  CL1832
 CL1832  STATE/COUNTY-  GA/EMANUEL
 CL1832  USGS QUAD   -  SUMMERTOWN (1985)
 CL1832
 CL1832                         *CURRENT SURVEY CONTROL
 CL1832  ___________________________________________________________________
 CL1832* NAD 83(1994)-  32 43 13.76417(N)    082 17 09.17278(W)     ADJUSTED  
 CL1832* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL1832  ___________________________________________________________________
 CL1832  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1832  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CL1832
 CL1832  HORZ ORDER  -  SECOND
 CL1832
 CL1832.The horizontal coordinates were established by classical geodetic methods
 CL1832.and adjusted by the National Geodetic Survey in September 1997..
 CL1832
 CL1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1832
 CL1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1832
 CL1832.The geoid height was determined by GEOID03.
 CL1832
 CL1832;                    North         East     Units Scale Factor Converg.
 CL1832;SPC GA E     -   301,612.560   188,825.125   MT  0.99990154   -0 03 52.0
 CL1832;SPC GA E     -   989,540.54    619,503.76   sFT  0.99990154   -0 03 52.0
 CL1832;UTM  17      - 3,621,032.142   379,496.762   MT  0.99977905   -0 41 42.6
 CL1832
 CL1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1832!SPC GA E     -   0.99998922  x   0.99990154  =   0.99989077
 CL1832!UTM  17      -   0.99998922  x   0.99977905  =   0.99976828
 CL1832
 CL1832                          SUPERSEDED SURVEY CONTROL
 CL1832
 CL1832  NAD 83(1986)-  32 43 13.76839(N)    082 17 09.17068(W) AD(       ) 2
 CL1832  NAD 27      -  32 43 13.19491(N)    082 17 09.72028(W) AD(       ) 2
 CL1832  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL1832
 CL1832.Superseded values are not recommended for survey control.
 CL1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1832.See file dsdata.txt to determine how the superseded data were derived.
 CL1832
 CL1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7949721032(NAD 83)
 CL1832_MARKER: DD = SURVEY DISK
 CL1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1832+STABILITY: SURFACE MOTION
 CL1832
 CL1832  HISTORY     - Date     Condition        Report By
 CL1832  HISTORY     - 1978     MONUMENTED       GADT
 CL1832
 CL1832                          STATION DESCRIPTION
 CL1832
 CL1832'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1832'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHWEST OF
 CL1832'SUMMERTOWN, 4-3/4 MILES NORTH-NORTHEAST OF MODOC, AND 7-1/4 MILES
 CL1832'WEST-NORTHWEST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1832'
 CL1832'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL1832'ROUTE 56 IN SUMMERTOWN, GO SOUTH ALONG STATE ROUTE 56 FOR 1.85 MILES
 CL1832'TO THE STATION ON THE RIGHT.
 CL1832'
 CL1832'THE STATION IS LOCATED 34 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1832'HIGHWAY, 21.0 FEET SOUTHWEST OF THE SOUTH END OF AN 18 INCH CONCRETE
 CL1832'SIDEDRAIN PIPE UNDER A DRIVEWAY TO THE WEST TO A YELLOW FRAME HOUSE
 CL1832'WITH TIN ROOF, 30.6 FEET NORTH-NORTHEAST OF THE NORTH END OF AN 18
 CL1832'INCH CORRUGATED METAL PIPE UNDER ANOTHER DRIVEWAY TO THE WEST, AND
 CL1832'60.8 FEET SOUTH OF A 24 INCH CHINABERRY TREE.  IT IS A STANDARD BRASS
 CL1832'DISK STAMPED---053-203 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1832'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1832'STEEL RODS EMBEDDED.
 CL1832'
 CL1832'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1832'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1841 ***********************************************************************
 CL1841  DESIGNATION -  BV 053 204 GADT
 CL1841  PID         -  CL1841
 CL1841  STATE/COUNTY-  GA/EMANUEL
 CL1841  USGS QUAD   -  SUMMERTOWN (1985)
 CL1841
 CL1841                         *CURRENT SURVEY CONTROL
 CL1841  ___________________________________________________________________
 CL1841* NAD 83(1994)-  32 40 39.12754(N)    082 15 14.37267(W)     ADJUSTED  
 CL1841* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL1841  ___________________________________________________________________
 CL1841  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CL1841  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CL1841
 CL1841  HORZ ORDER  -  SECOND
 CL1841
 CL1841.The horizontal coordinates were established by classical geodetic methods
 CL1841.and adjusted by the National Geodetic Survey in September 1997..
 CL1841
 CL1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1841
 CL1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1841
 CL1841.The geoid height was determined by GEOID03.
 CL1841
 CL1841;                    North         East     Units Scale Factor Converg.
 CL1841;SPC GA E     -   296,846.493   191,810.389   MT  0.99990083   -0 02 49.7
 CL1841;SPC GA E     -   973,903.87    629,297.92   sFT  0.99990083   -0 02 49.7
 CL1841;UTM  17      - 3,616,234.128   382,429.042   MT  0.99977045   -0 40 37.6
 CL1841
 CL1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1841!SPC GA E     -   0.99998844  x   0.99990083  =   0.99988927
 CL1841!UTM  17      -   0.99998844  x   0.99977045  =   0.99975889
 CL1841
 CL1841:                Primary Azimuth Mark                     Grid Az
 CL1841:SPC GA E     -  BV 053 204 GADT AZ MK                    016 50 24.2
 CL1841:UTM  17      -  BV 053 204 GADT AZ MK                    017 28 12.1
 CL1841
 CL1841|---------------------------------------------------------------------|
 CL1841| PID    Reference Object                     Distance      Geod. Az  |
 CL1841|                                                           dddmmss.s |
 CL1841| CL1827 BV 053 204 GADT AZ MK               APPROX. 0.6 KM 0164734.5 |
 CL1841| CL1828 BV 053 204 GADT RM 1                 21.519 METERS 18101     |
 CL1841| CL1842 BV 053 204 GADT AZ TPT                9.298 METERS 19649     |
 CL1841|---------------------------------------------------------------------|
 CL1841
 CL1841                          SUPERSEDED SURVEY CONTROL
 CL1841
 CL1841  NAD 83(1986)-  32 40 39.13160(N)    082 15 14.37104(W) AD(       ) 2
 CL1841  NAD 27      -  32 40 38.55438(N)    082 15 14.92317(W) AD(       ) 2
 CL1841  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL1841
 CL1841.Superseded values are not recommended for survey control.
 CL1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1841.See file dsdata.txt to determine how the superseded data were derived.
 CL1841
 CL1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8242916234(NAD 83)
 CL1841_MARKER: DD = SURVEY DISK
 CL1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1841+STABILITY: SURFACE MOTION
 CL1841
 CL1841  HISTORY     - Date     Condition        Report By
 CL1841  HISTORY     - 1978     MONUMENTED       GADT
 CL1841
 CL1841                          STATION DESCRIPTION
 CL1841
 CL1841'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1841'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST-NORTHEAST OF
 CL1841'MODOC, 4-1/2 MILES WEST OF CANOOCHEE, AND 4-3/4 MILES SOUTH-SOUTHEAST
 CL1841'OF SUMMERTOWN ON THE PROPERTY OF CHARLES DRONE HUDSON.  TELEPHONE 912-
 CL1841'237-6289 OR 5934.  THE HUDSON RESIDENCE IS LOCATED ABOUT 0.4 MILE
 CL1841'SOUTH OF THE STATION ON THE EAST SIDE OF THE ROAD.
 CL1841'
 CL1841'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 192 AND 56 IN
 CL1841'SUMMERTOWN, GO EAST ALONG STATE ROUTE 192 FOR 1.95 MILES TO THE
 CL1841'JUNCTION OF DIRT COUNTY ROAD 3 CROSSING.  TURN RIGHT GOING SOUTH ALONG
 CL1841'COUNTY ROAD 3 FOR 2.55 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 48
 CL1841'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 3 FOR 0.8 MILE TO
 CL1841'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD
 CL1841'3 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CL1841'
 CL1841'THE STATION IS LOCATED APPROXIMATELY 350 FEET WEST OF THE CENTERLINE
 CL1841'OF THE ROAD, 39.4
 CL1841'FEET NORTH OF THE SOUTHEAST CORNER OF A CORRUGATED METAL BUILDING USED
 CL1841'FOR REPAIRS OF FARM EQUIPMENT, 94.8 FEET WEST-SOUTHWEST OF A POWER
 CL1841'POLE, 50.6 FEET NORTH OF THE NORTH POST OF A GATE ON THE SOUTH SIDE OF
 CL1841'A FIELD ROAD, 4.6 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CL1841'CORRUGATED METAL BUILDING, AND 3.0 FEET WEST OF A WITNESS POST SET AT
 CL1841'THE WEST WALL OF THE BUILDING.  IT IS A STANDARD BRASS DISK
 CL1841'STAMPED---053-204 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1841'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1841'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1841'STAMPED---053-204 1978---, SET IN AN IRREGULAR MASS OF CONCRETE 0.94
 CL1841'METER BELOW THE SURFACE OF THE GROUND.
 CL1841'
 CL1841'REFERENCE MARK 1 IS LOCATED 345 FEET WEST OF THE CENTERLINE OF COUNTY
 CL1841'ROAD 3, 130.7 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 CL1841'CORRUGATED METAL BUILDING, 32.1 FEET SOUTH OF THE SOUTHWEST CORNER OF
 CL1841'THE CORRUGATED METAL BUILDING, 98.0 FEET NORTH OF A POWER POLE WITH
 CL1841'TRANSFORMER, AND 1.0 FOOT EAST OF A WITNESS POST SET AT A FENCELINE.
 CL1841'IT IS A STANDARD DISK STAMPED---053-204 1978 RM 1---, SET IN THE TOP
 CL1841'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL1841'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1841'
 CL1841'THE AZIMUTH MARK IS LOCATED 26 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL1841'OF THE ROAD, 3.0 FEET EAST-SOUTHEAST OF A POWER POLE WITH TRANSFORMER,
 CL1841'75.7 FEET SOUTH-SOUTHWEST OF A 16 INCH PECAN TREE, 48.4 FEET NORTHEAST
 CL1841'OF A 36 INCH PECAN TREE, AND 2.2 FEET EAST-SOUTHEAST OF A WITNESS
 CL1841'POST.  IT IS A STANDARD DISK STAMPED---053-204 1978 AZ MK---, SET IN
 CL1841'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL1841'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1841'
 CL1841'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1841'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1827 ***********************************************************************
 CL1827  DESIGNATION -  BV 053 204 GADT AZ MK
 CL1827  PID         -  CL1827
 CL1827  STATE/COUNTY-  GA/EMANUEL
 CL1827  USGS QUAD   -  SUMMERTOWN (1985)
 CL1827
 CL1827                         *CURRENT SURVEY CONTROL
 CL1827  ___________________________________________________________________
 CL1827* NAD 83(1994)-  32 40 57.61915(N)    082 15 07.77398(W)     ADJUSTED  
 CL1827* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL1827  ___________________________________________________________________
 CL1827  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CL1827  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CL1827
 CL1827  HORZ ORDER  -  SECOND
 CL1827
 CL1827.The horizontal coordinates were established by classical geodetic methods
 CL1827.and adjusted by the National Geodetic Survey in September 1997..
 CL1827
 CL1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1827
 CL1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1827
 CL1827.The geoid height was determined by GEOID03.
 CL1827
 CL1827;                    North         East     Units Scale Factor Converg.
 CL1827;SPC GA E     -   297,415.934   191,982.749   MT  0.99990079   -0 02 46.2
 CL1827;SPC GA E     -   975,772.11    629,863.40   sFT  0.99990079   -0 02 46.2
 CL1827;UTM  17      - 3,616,801.566   382,607.629   MT  0.99976993   -0 40 34.4
 CL1827
 CL1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1827!SPC GA E     -   0.99998891  x   0.99990079  =   0.99988970
 CL1827!UTM  17      -   0.99998891  x   0.99976993  =   0.99975884
 CL1827
 CL1827                          SUPERSEDED SURVEY CONTROL
 CL1827
 CL1827  NAD 83(1986)-  32 40 57.62318(N)    082 15 07.77231(W) AD(       ) 2
 CL1827  NAD 27      -  32 40 57.04647(N)    082 15 08.32470(W) AD(       ) 2
 CL1827  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL1827
 CL1827.Superseded values are not recommended for survey control.
 CL1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1827.See file dsdata.txt to determine how the superseded data were derived.
 CL1827
 CL1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8260816802(NAD 83)
 CL1827_MARKER: DD = SURVEY DISK
 CL1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1827+STABILITY: SURFACE MOTION
 CL1827
 CL1827  HISTORY     - Date     Condition        Report By
 CL1827  HISTORY     - 1978     MONUMENTED       GADT
 CL1827
 CL1827                          STATION DESCRIPTION
 CL1827
 CL1827'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1827'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST-NORTHEAST OF
 CL1827'MODOC, 4-1/2 MILES WEST OF CANOOCHEE, AND 4-3/4 MILES SOUTH-SOUTHEAST
 CL1827'OF SUMMERTOWN ON COUNTY RIGHT OF WAY.
 CL1827'
 CL1827'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 192 AND 56 IN
 CL1827'SUMMERTOWN, GO EAST ALONG STATE ROUTE 192 FOR 1.95 MILES TO THE
 CL1827'JUNCTION OF DIRT COUNTY ROAD 3 CROSSING.  TURN RIGHT GOING SOUTH ALONG
 CL1827'COUNTY ROAD 3 FOR 2.55 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 48
 CL1827'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 3 FOR 0.8 MILE TO
 CL1827'THE STATION ON THE LEFT.
 CL1827'
 CL1827'THE STATION IS LOCATED 26 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1827'ROAD, 3.0 FEET EAST-SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 75.7
 CL1827'FEET SOUTH-SOUTHWEST OF A 16 INCH PECAN TREE, 48.4 FEET NORTHEAST OF A
 CL1827'36 INCH PECAN TREE, AND 2.2 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT
 CL1827'IS A STANDARD BRASS DISK STAMPED---053-204 1978 AZ MK---, SET IN THE
 CL1827'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 CL1827'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1827'
 CL1827'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1827'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1828 ***********************************************************************
 CL1828  DESIGNATION -  BV 053 204 GADT RM 1
 CL1828  PID         -  CL1828
 CL1828  STATE/COUNTY-  GA/EMANUEL
 CL1828  USGS QUAD   -  SUMMERTOWN (1985)
 CL1828
 CL1828                         *CURRENT SURVEY CONTROL
 CL1828  ___________________________________________________________________
 CL1828* NAD 83(1994)-  32 40 38.42910(N)    082 15 14.38725(W)     ADJUSTED  
 CL1828* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL1828  ___________________________________________________________________
 CL1828  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CL1828  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CL1828
 CL1828  HORZ ORDER  -  SECOND
 CL1828
 CL1828.The horizontal coordinates were established by classical geodetic methods
 CL1828.and adjusted by the National Geodetic Survey in September 1997..
 CL1828
 CL1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1828
 CL1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1828
 CL1828.The geoid height was determined by GEOID03.
 CL1828
 CL1828;                    North         East     Units Scale Factor Converg.
 CL1828;SPC GA E     -   296,824.980   191,809.992   MT  0.99990083   -0 02 49.7
 CL1828;SPC GA E     -   973,833.29    629,296.62   sFT  0.99990083   -0 02 49.7
 CL1828;UTM  17      - 3,616,212.623   382,428.408   MT  0.99977045   -0 40 37.6
 CL1828
 CL1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1828!SPC GA E     -   0.99998828  x   0.99990083  =   0.99988911
 CL1828!UTM  17      -   0.99998828  x   0.99977045  =   0.99975873
 CL1828
 CL1828                          SUPERSEDED SURVEY CONTROL
 CL1828
 CL1828  NAD 83(1986)-  32 40 38.43316(N)    082 15 14.38562(W) AD(       ) 2
 CL1828  NAD 27      -  32 40 37.85591(N)    082 15 14.93775(W) AD(       ) 2
 CL1828  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL1828
 CL1828.Superseded values are not recommended for survey control.
 CL1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1828.See file dsdata.txt to determine how the superseded data were derived.
 CL1828
 CL1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8242816213(NAD 83)
 CL1828_MARKER: DD = SURVEY DISK
 CL1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1828+STABILITY: SURFACE MOTION
 CL1828
 CL1828  HISTORY     - Date     Condition        Report By
 CL1828  HISTORY     - 1978     MONUMENTED       GADT
 CL1828
 CL1828                          STATION DESCRIPTION
 CL1828
 CL1828'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1828'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST-NORTHEAST OF
 CL1828'MODOC, 4-1/2 MILES WEST OF CANOOCHEE, AND 4-3/4 MILES SOUTH-SOUTHEAST
 CL1828'OF SUMMERTOWN ON THE PROPERTY OF CHARLES DRONE HUDSON.  TELEPHONE 912-
 CL1828'237-6289 OR 5934.  THE HUDSON RESIDENCE IS LOCATED 0.4 MILE SOUTH OF
 CL1828'THE STATION ON THE EAST SIDE OF THE ROAD.
 CL1828'
 CL1828'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 192 AND 56 IN
 CL1828'SUMMERTOWN, GO EAST ALONG STATE ROUTE 192 FOR 1.95 MILES TO THE
 CL1828'JUNCTION OF DIRT COUNTY ROAD 3 CROSSING.  TURN RIGHT GOING SOUTH ALONG
 CL1828'COUNTY ROAD 3 FOR 2.55 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 48
 CL1828'CROSSING.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 3 FOR 1.2 MILES TO
 CL1828'THE STATION ON THE RIGHT.
 CL1828'
 CL1828'THE STATION IS LOCATED 345 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CL1828'3, 130.7 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A CORRUGATED
 CL1828'METAL BUILDING USED FOR FARM EQUIPMENT REPAIR, 32.1 FEET SOUTH OF THE
 CL1828'SOUTHWEST CORNER OF THE CORRUGATED METAL BUILDING, 98.0 FEET NORTH OF
 CL1828'A POWER POLE WITH TRANSFORMER, AND 1.0 FOOT EAST OF A WITNESS POST SET
 CL1828'AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---053-204 1978
 CL1828'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 CL1828'INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1828'
 CL1828'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1828'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1847 ***********************************************************************
 CL1847  DESIGNATION -  BV 053 205 GADT
 CL1847  PID         -  CL1847
 CL1847  STATE/COUNTY-  GA/EMANUEL
 CL1847  USGS QUAD   -  SWAINSBORO (1971)
 CL1847
 CL1847                         *CURRENT SURVEY CONTROL
 CL1847  ___________________________________________________________________
 CL1847* NAD 83(1994)-  32 36 13.17665(N)    082 16 41.07973(W)     ADJUSTED  
 CL1847* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1847  ___________________________________________________________________
 CL1847  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CL1847  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CL1847
 CL1847  HORZ ORDER  -  SECOND
 CL1847
 CL1847.The horizontal coordinates were established by classical geodetic methods
 CL1847.and adjusted by the National Geodetic Survey in September 1997..
 CL1847
 CL1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1847
 CL1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1847
 CL1847.The geoid height was determined by GEOID03.
 CL1847
 CL1847;                    North         East     Units Scale Factor Converg.
 CL1847;SPC GA E     -   288,656.797   189,543.022   MT  0.99990135   -0 03 36.1
 CL1847;SPC GA E     -   947,034.84    621,859.06   sFT  0.99990135   -0 03 36.1
 CL1847;UTM  17      - 3,608,070.870   380,072.157   MT  0.99977735   -0 41 19.5
 CL1847
 CL1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1847!SPC GA E     -   0.99999157  x   0.99990135  =   0.99989292
 CL1847!UTM  17      -   0.99999157  x   0.99977735  =   0.99976892
 CL1847
 CL1847|---------------------------------------------------------------------|
 CL1847| PID    Reference Object                     Distance      Geod. Az  |
 CL1847|                                                           dddmmss.s |
 CL1847| CL1846 BV 053 205 GADT RM 1                 20.393 METERS 05845     |
 CL1847| CL1849 BV 053 205 GADT AZ MK               APPROX. 0.5 KM 3303726.0 |
 CL1847| CL1848 BV 053 205 GADT AZ TPT               22.830 METERS 33045     |
 CL1847|---------------------------------------------------------------------|
 CL1847
 CL1847                          SUPERSEDED SURVEY CONTROL
 CL1847
 CL1847  NAD 83(1986)-  32 36 13.18169(N)    082 16 41.07848(W) AD(       ) 2
 CL1847  NAD 27      -  32 36 12.59675(N)    082 16 41.62641(W) AD(       ) 2
 CL1847  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1847
 CL1847.Superseded values are not recommended for survey control.
 CL1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1847.See file dsdata.txt to determine how the superseded data were derived.
 CL1847
 CL1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8007208071(NAD 83)
 CL1847_MARKER: DD = SURVEY DISK
 CL1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1847+STABILITY: SURFACE MOTION
 CL1847
 CL1847  HISTORY     - Date     Condition        Report By
 CL1847  HISTORY     - 1979     MONUMENTED       GADT
 CL1847
 CL1847                          STATION DESCRIPTION
 CL1847
 CL1847'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1847'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST OF SWAINSBORO, 4
 CL1847'MILES SOUTH-SOUTHEAST OF MODOC, AND 6-3/4 MILES WEST-NORTHWEST OF TWIN
 CL1847'CITY ON THE PROPERTY OF MR. SAM SCONYER.  REFERENCE MARK 1 IS ON THE
 CL1847'PROPERTY OF MR. EDWIN CANADY.
 CL1847'
 CL1847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1847'26) AND STATE ROUTE 56 IN SWAINSBORO, GO EAST ALONG U.S. HIGHWAY 80
 CL1847'(STATE ROUTE 26) FOR 2.9 MILES TO THE OFFSET JUNCTION OF DIRT COUNTY
 CL1847'ROAD 161 CROSSING AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT GOING
 CL1847'SOUTH ALONG COUNTY ROAD 161 FOR 0.15 MILE TO ITS TERMINATION AT THE
 CL1847'JUNCTION OF DIRT COUNTY ROAD 34 CROSSING.  TURN LEFT GOING EAST ALONG
 CL1847'COUNTY ROAD 34 FOR APPROXIMATELY 0.05 MILE TO THE JUNCTION OF DIRT
 CL1847'COUNTY ROAD 63 FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST ALONG
 CL1847'COUNTY ROAD 63 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CL1847'
 CL1847'THE STATION IS LOCATED 93.4 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CL1847'THE ROAD, 95.3 FEET SOUTH-SOUTHWEST OF THE NORTHERN END OF A 15 INCH
 CL1847'CULVERT UNDER A FIELD ROAD TO THE SOUTHWEST, 82.0 FEET SOUTHWEST OF
 CL1847'THE SOUTHERN END OF THE 15 INCH CULVERT, 308.8 FEET EAST-SOUTHEAST OF
 CL1847'A POWER POLE, AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1847'STANDARD BRASS DISK STAMPED---053-205 1979---, SET IN THE TOP OF A 10
 CL1847'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1847'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1847'STAMPED---053-205 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1847'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL1847'
 CL1847'REFERENCE MARK 1 IS LOCATED 27 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL1847'OF THE ROAD, 30.6 FEET SOUTH OF THE SOUTHERN END OF THE 15 INCH
 CL1847'CULVERT, 54.4 FEET SOUTH-SOUTHEAST OF THE NORTHERN END OF THE 15 INCH
 CL1847'CULVERT, AND 3.1 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A
 CL1847'STANDARD DISK STAMPED---053-205 1979 RM 1---, SET IN THE TOP OF A 10
 CL1847'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1847'WITH STEEL RODS EMBEDDED.
 CL1847'
 CL1847'THE AZIMUTH MARK IS LOCATED ON STATE RIGHT OF WAY 42 FEET NORTH OF THE
 CL1847'CENTERLINE OF THE HIGHWAY, 175.5 FEET WEST-NORTHWEST OF THE POINT OF
 CL1847'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 161 TO
 CL1847'THE NORTH, 46.0 FEET SOUTHWEST OF A POWER POLE WITH A UTILITY LIGHT,
 CL1847'4.5 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 2.9
 CL1847'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1847'STAMPED---053-205 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1847'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1847'STEEL RODS EMBEDDED.
 CL1847'
 CL1847'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1847'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1849 ***********************************************************************
 CL1849  DESIGNATION -  BV 053 205 GADT AZ MK
 CL1849  PID         -  CL1849
 CL1849  STATE/COUNTY-  GA/EMANUEL
 CL1849  USGS QUAD   -  SWAINSBORO (1971)
 CL1849
 CL1849                         *CURRENT SURVEY CONTROL
 CL1849  ___________________________________________________________________
 CL1849* NAD 83(1994)-  32 36 27.93814(N)    082 16 50.89724(W)     ADJUSTED  
 CL1849* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL1849  ___________________________________________________________________
 CL1849  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL1849  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CL1849
 CL1849  HORZ ORDER  -  SECOND
 CL1849
 CL1849.The horizontal coordinates were established by classical geodetic methods
 CL1849.and adjusted by the National Geodetic Survey in September 1997..
 CL1849
 CL1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1849
 CL1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1849
 CL1849.The geoid height was determined by GEOID03.
 CL1849
 CL1849;                    North         East     Units Scale Factor Converg.
 CL1849;SPC GA E     -   289,111.749   189,287.547   MT  0.99990141   -0 03 41.4
 CL1849;SPC GA E     -   948,527.46    621,020.89   sFT  0.99990141   -0 03 41.4
 CL1849;UTM  17      - 3,608,528.541   379,821.721   MT  0.99977809   -0 41 25.0
 CL1849
 CL1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1849!SPC GA E     -   0.99999094  x   0.99990141  =   0.99989235
 CL1849!UTM  17      -   0.99999094  x   0.99977809  =   0.99976904
 CL1849
 CL1849                          SUPERSEDED SURVEY CONTROL
 CL1849
 CL1849  NAD 83(1986)-  32 36 27.94319(N)    082 16 50.89596(W) AD(       ) 2
 CL1849  NAD 27      -  32 36 27.35860(N)    082 16 51.44369(W) AD(       ) 2
 CL1849  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL1849
 CL1849.Superseded values are not recommended for survey control.
 CL1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1849.See file dsdata.txt to determine how the superseded data were derived.
 CL1849
 CL1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7982208529(NAD 83)
 CL1849_MARKER: DD = SURVEY DISK
 CL1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1849+STABILITY: SURFACE MOTION
 CL1849
 CL1849  HISTORY     - Date     Condition        Report By
 CL1849  HISTORY     - 1979     MONUMENTED       GADT
 CL1849
 CL1849                          STATION DESCRIPTION
 CL1849
 CL1849'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1849'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-NORTHEAST OF
 CL1849'SWAINSBORO, 3-1/2 MILES SOUTH-SOUTHEAST OF MODOC, AND 7-1/4 MILES
 CL1849'WEST-NORTHWEST OF TWIN CITY ON STATE RIGHT OF WAY.
 CL1849'
 CL1849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1849'26) AND STATE ROUTE 56 IN SWAINSBORO, GO EAST ALONG U.S. HIGHWAY 80
 CL1849'(STATE ROUTE 26) FOR 2.9 MILES TO THE OFFSET JUNCTION OF DIRT COUNTY
 CL1849'ROAD 161 CROSSING AND THE STATION ON THE LEFT.
 CL1849'
 CL1849'THE STATION IS LOCATED 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CL1849'175.5 FEET WEST-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL1849'CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 161 TO THE NORTH, 46.0 FEET
 CL1849'SOUTHWEST OF A POWER POLE WITH A UTILITY LIGHT, 4.5 FEET SOUTH-
 CL1849'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 2.9 FEET SOUTH OF A
 CL1849'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-205 1979
 CL1849'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1849'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1849'
 CL1849'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1849'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1846 ***********************************************************************
 CL1846  DESIGNATION -  BV 053 205 GADT RM 1
 CL1846  PID         -  CL1846
 CL1846  STATE/COUNTY-  GA/EMANUEL
 CL1846  USGS QUAD   -  SWAINSBORO (1971)
 CL1846
 CL1846                         *CURRENT SURVEY CONTROL
 CL1846  ___________________________________________________________________
 CL1846* NAD 83(1994)-  32 36 13.52009(N)    082 16 40.41112(W)     ADJUSTED  
 CL1846* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1846  ___________________________________________________________________
 CL1846  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CL1846  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CL1846
 CL1846  HORZ ORDER  -  SECOND
 CL1846
 CL1846.The horizontal coordinates were established by classical geodetic methods
 CL1846.and adjusted by the National Geodetic Survey in September 1997..
 CL1846
 CL1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1846
 CL1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1846
 CL1846.The geoid height was determined by GEOID03.
 CL1846
 CL1846;                    North         East     Units Scale Factor Converg.
 CL1846;SPC GA E     -   288,667.358   189,560.465   MT  0.99990134   -0 03 35.8
 CL1846;SPC GA E     -   947,069.49    621,916.29   sFT  0.99990134   -0 03 35.8
 CL1846;UTM  17      - 3,608,081.237   380,089.713   MT  0.99977730   -0 41 19.1
 CL1846
 CL1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1846!SPC GA E     -   0.99999157  x   0.99990134  =   0.99989291
 CL1846!UTM  17      -   0.99999157  x   0.99977730  =   0.99976887
 CL1846
 CL1846                          SUPERSEDED SURVEY CONTROL
 CL1846
 CL1846  NAD 83(1986)-  32 36 13.52512(N)    082 16 40.40987(W) AD(       ) 2
 CL1846  NAD 27      -  32 36 12.94020(N)    082 16 40.95782(W) AD(       ) 2
 CL1846  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1846
 CL1846.Superseded values are not recommended for survey control.
 CL1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1846.See file dsdata.txt to determine how the superseded data were derived.
 CL1846
 CL1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8009008081(NAD 83)
 CL1846_MARKER: DD = SURVEY DISK
 CL1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1846+STABILITY: SURFACE MOTION
 CL1846
 CL1846  HISTORY     - Date     Condition        Report By
 CL1846  HISTORY     - 1979     MONUMENTED       GADT
 CL1846
 CL1846                          STATION DESCRIPTION
 CL1846
 CL1846'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1846'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST OF SWAINSBORO,
 CL1846'4 MILES SOUTH-SOUTHEAST OF MODOC, AND 6-3/4 MILES WEST-NORTHWEST OF
 CL1846'TWIN CITY ON THE PROPERTY OF MR. EDWIN CANADY.
 CL1846'
 CL1846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1846'26) AND STATE ROUTE 56 IN SWAINSBORO, GO EAST ALONG U.S. HIGHWAY 80
 CL1846'(STATE ROUTE 26) FOR 2.9 MILES TO THE OFFSET JUNCTION OF DIRT COUNTY
 CL1846'ROAD 161 CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 161 FOR
 CL1846'0.15 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 34
 CL1846'CROSSING.  TURN LEFT GOING EAST ALONG COUNTY ROAD 34 FOR APPROXIMATELY
 CL1846'0.05 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 63 FORKING TO THE RIGHT.
 CL1846'TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 63 FOR 0.15 MILE TO THE
 CL1846'STATION ON THE RIGHT.
 CL1846'
 CL1846'THE STATION IS LOCATED 27 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL1846'ROAD, 30.6 FEET SOUTH OF THE SOUTHERN END OF A 15 INCH CONCRETE
 CL1846'CULVERT UNDER A FIELD ROAD TO THE SOUTHWEST, 54.4 FEET SOUTH-SOUTHEAST
 CL1846'OF THE NORTHERN END OF THE 15 INCH CULVERT, AND 3.1 FEET WEST-
 CL1846'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1846'STAMPED---053-205 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1846'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1846'STEEL RODS EMBEDDED.
 CL1846'
 CL1846'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1846'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1880 ***********************************************************************
 CL1880  DESIGNATION -  BV 053 206 GADT
 CL1880  PID         -  CL1880
 CL1880  STATE/COUNTY-  GA/EMANUEL
 CL1880  USGS QUAD   -  NORRISTOWN (1971)
 CL1880
 CL1880                         *CURRENT SURVEY CONTROL
 CL1880  ___________________________________________________________________
 CL1880* NAD 83(1994)-  32 30 15.32602(N)    082 27 59.27523(W)     ADJUSTED  
 CL1880* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL1880  ___________________________________________________________________
 CL1880  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CL1880  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CL1880
 CL1880  HORZ ORDER  -  SECOND
 CL1880
 CL1880.The horizontal coordinates were established by classical geodetic methods
 CL1880.and adjusted by the National Geodetic Survey in September 1997..
 CL1880
 CL1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1880
 CL1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1880
 CL1880.The geoid height was determined by GEOID03.
 CL1880
 CL1880;                    North         East     Units Scale Factor Converg.
 CL1880;SPC GA E     -   277,668.581   171,829.982   MT  0.99990978   -0 09 40.0
 CL1880;SPC GA E     -   910,984.34    563,745.53   sFT  0.99990978   -0 09 40.0
 CL1880;UTM  17      - 3,597,278.496   362,241.549   MT  0.99983402   -0 47 17.3
 CL1880
 CL1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1880!SPC GA E     -   0.99999325  x   0.99990978  =   0.99990303
 CL1880!UTM  17      -   0.99999325  x   0.99983402  =   0.99982727
 CL1880
 CL1880|---------------------------------------------------------------------|
 CL1880| PID    Reference Object                     Distance      Geod. Az  |
 CL1880|                                                           dddmmss.s |
 CL1880| CL1882 BV 053 206 GADT RM 1                 29.825 METERS 26521     |
 CL1880| CL1886 BV 053 206 GADT AZ MK               APPROX. 1.0 KM 2652433.1 |
 CL1880| CL1881 BV 053 206 GADT TPT                  15.637 METERS 35514     |
 CL1880|---------------------------------------------------------------------|
 CL1880
 CL1880                          SUPERSEDED SURVEY CONTROL
 CL1880
 CL1880  NAD 83(1986)-  32 30 15.33161(N)    082 27 59.27404(W) AD(       ) 2
 CL1880  NAD 27      -  32 30 14.73467(N)    082 27 59.80322(W) AD(       ) 2
 CL1880  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 CL1880
 CL1880.Superseded values are not recommended for survey control.
 CL1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1880.See file dsdata.txt to determine how the superseded data were derived.
 CL1880
 CL1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6224297278(NAD 83)
 CL1880_MARKER: DD = SURVEY DISK
 CL1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1880+STABILITY: SURFACE MOTION
 CL1880
 CL1880  HISTORY     - Date     Condition        Report By
 CL1880  HISTORY     - 1979     MONUMENTED       GADT
 CL1880
 CL1880                          STATION DESCRIPTION
 CL1880
 CL1880'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1880'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST-NORTHWEST OF
 CL1880'COVENA, 2 MILES EAST OF NORRISTOWN, AND 10 MILES SOUTHWEST OF
 CL1880'SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1880'
 CL1880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1880'ROUTE 171),
 CL1880'PAVED COUNTY ROAD 92195, AND THE NORRISTOWN POST OFFICE AT JOHNSONS
 CL1880'GROCERY STORE IN NORRISTOWN, GO EAST ALONG COUNTY ROAD 92195 FOR 1.05
 CL1880'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 169 REVERSE FORKING TO THE
 CL1880'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING EAST ALONG
 CL1880'COUNTY ROAD 92195 FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 CL1880'
 CL1880'THE STATION IS LOCATED 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CL1880'7.0 FEET NORTH OF A FENCELINE, 114,3 FEET WEST OF A POWER POLE, 135.0
 CL1880'FEET SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE ROAD, AND 3.2
 CL1880'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1880'STAMPED---053-206 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1880'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1880'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1880'STAMPED---053-206 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1880'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL1880'
 CL1880'REFERENCE MARK 1 IS LOCATED 32.5 FEET SOUTH OF THE CENTERLINE OF THE
 CL1880'ROAD, 9.5 FEET NORTH OF A FENCELINE, 207 FEET EAST OF THE EAST END OF
 CL1880'AN 18 INCH CONCRETE CULVERT UNDER A FIELD ACCESS ROAD TO THE SOUTH,
 CL1880'AND 2.7 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1880'STAMPED---053-206 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1880'CYLINDRICAL
 CL1880'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1880'EMBEDDED.
 CL1880'
 CL1880'THE AZIMUTH MARK IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF COUNTY
 CL1880'ROAD 92195, 47.5 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1880'150.6 FEET EAST OF A POWER POLE, 129 FEET NORTHEAST OF THE CENTER OF A
 CL1880'SMALL WOOD BRIDGE ON COUNTY ROAD 169, AND 3.2 FEET SOUTH OF A WITNESS
 CL1880'POST.  IT IS A STANDARD DISK STAMPED---053-206 1979 AZ MK---, SET IN
 CL1880'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1880'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1880'
 CL1880'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1880'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1886 ***********************************************************************
 CL1886  DESIGNATION -  BV 053 206 GADT AZ MK
 CL1886  PID         -  CL1886
 CL1886  STATE/COUNTY-  GA/EMANUEL
 CL1886  USGS QUAD   -  NORRISTOWN (1971)
 CL1886
 CL1886                         *CURRENT SURVEY CONTROL
 CL1886  ___________________________________________________________________
 CL1886* NAD 83(1994)-  32 30 12.76965(N)    082 28 36.82217(W)     ADJUSTED  
 CL1886* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 CL1886  ___________________________________________________________________
 CL1886  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CL1886  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CL1886
 CL1886  HORZ ORDER  -  SECOND
 CL1886
 CL1886.The horizontal coordinates were established by classical geodetic methods
 CL1886.and adjusted by the National Geodetic Survey in September 1997..
 CL1886
 CL1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1886
 CL1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1886
 CL1886.The geoid height was determined by GEOID03.
 CL1886
 CL1886;                    North         East     Units Scale Factor Converg.
 CL1886;SPC GA E     -   277,592.644   170,849.741   MT  0.99991047   -0 10 00.1
 CL1886;SPC GA E     -   910,735.20    560,529.53   sFT  0.99991047   -0 10 00.1
 CL1886;UTM  17      - 3,597,213.297   361,260.609   MT  0.99983736   -0 47 37.5
 CL1886
 CL1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1886!SPC GA E     -   0.99999451  x   0.99991047  =   0.99990498
 CL1886!UTM  17      -   0.99999451  x   0.99983736  =   0.99983187
 CL1886
 CL1886                          SUPERSEDED SURVEY CONTROL
 CL1886
 CL1886  NAD 83(1986)-  32 30 12.77515(N)    082 28 36.82095(W) AD(       ) 2
 CL1886  NAD 27      -  32 30 12.17807(N)    082 28 37.34906(W) AD(       ) 2
 CL1886  NGVD 29 (07/19/86)   64.     (m)          210.     (f) VERT ANG       
 CL1886
 CL1886.Superseded values are not recommended for survey control.
 CL1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1886.See file dsdata.txt to determine how the superseded data were derived.
 CL1886
 CL1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6126197213(NAD 83)
 CL1886_MARKER: DD = SURVEY DISK
 CL1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1886+STABILITY: SURFACE MOTION
 CL1886
 CL1886  HISTORY     - Date     Condition        Report By
 CL1886  HISTORY     - 1979     MONUMENTED       GADT
 CL1886
 CL1886                          STATION DESCRIPTION
 CL1886
 CL1886'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1886'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST-NORTHWEST OF COVENA,
 CL1886'1-1/2 MILES EAST OF NORRISTOWN, AND 10-1/2 MILES SOUTHWEST OF
 CL1886'SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1886'
 CL1886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1886'ROUTE 171) PAVED COUNTY ROAD 92195, AND THE NORRISTOWN POST OFFICE
 CL1886'LOCATED AT JOHNSONS GROCERY STORE IN NORRISTOWN, GO EAST ALONG COUNTY
 CL1886'ROAD 92195 FOR 1.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 169
 CL1886'REVERSE FORKING TO THE RIGHT AND THE STATION ON THE LEFT.
 CL1886'
 CL1886'THE STATION IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 CL1886'92195, 47.5 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1886'150.6 FEET EAST OF A POWER POLE, 129 FEET NORTHEAST OF THE CENTER OF A
 CL1886'SMALL WOOD BRIDGE ON COUNTY ROAD 169, AND 3.2 FEET SOUTH OF A WITNESS
 CL1886'POST.  IT IS A STANDARD BRASS DISK STAMPED---053-206 1979 AZ MK---,
 CL1886'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1886'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1886'
 CL1886'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1886'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1882 ***********************************************************************
 CL1882  DESIGNATION -  BV 053 206 GADT RM 1
 CL1882  PID         -  CL1882
 CL1882  STATE/COUNTY-  GA/EMANUEL
 CL1882  USGS QUAD   -  NORRISTOWN (1971)
 CL1882
 CL1882                         *CURRENT SURVEY CONTROL
 CL1882  ___________________________________________________________________
 CL1882* NAD 83(1994)-  32 30 15.24756(N)    082 28 00.41406(W)     ADJUSTED  
 CL1882* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL1882  ___________________________________________________________________
 CL1882  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CL1882  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CL1882
 CL1882  HORZ ORDER  -  SECOND
 CL1882
 CL1882.The horizontal coordinates were established by classical geodetic methods
 CL1882.and adjusted by the National Geodetic Survey in September 1997..
 CL1882
 CL1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1882
 CL1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1882
 CL1882.The geoid height was determined by GEOID03.
 CL1882
 CL1882;                    North         East     Units Scale Factor Converg.
 CL1882;SPC GA E     -   277,666.248   171,800.250   MT  0.99990980   -0 09 40.6
 CL1882;SPC GA E     -   910,976.68    563,647.99   sFT  0.99990980   -0 09 40.6
 CL1882;UTM  17      - 3,597,276.489   362,211.796   MT  0.99983412   -0 47 17.9
 CL1882
 CL1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1882!SPC GA E     -   0.99999325  x   0.99990980  =   0.99990305
 CL1882!UTM  17      -   0.99999325  x   0.99983412  =   0.99982737
 CL1882
 CL1882                          SUPERSEDED SURVEY CONTROL
 CL1882
 CL1882  NAD 83(1986)-  32 30 15.25315(N)    082 28 00.41286(W) AD(       ) 2
 CL1882  NAD 27      -  32 30 14.65621(N)    082 28 00.94200(W) AD(       ) 2
 CL1882  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 CL1882
 CL1882.Superseded values are not recommended for survey control.
 CL1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1882.See file dsdata.txt to determine how the superseded data were derived.
 CL1882
 CL1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6221297276(NAD 83)
 CL1882_MARKER: DD = SURVEY DISK
 CL1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1882+STABILITY: SURFACE MOTION
 CL1882
 CL1882  HISTORY     - Date     Condition        Report By
 CL1882  HISTORY     - 1979     MONUMENTED       GADT
 CL1882
 CL1882                          STATION DESCRIPTION
 CL1882
 CL1882'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1882'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST-NORTHWEST OF
 CL1882'COVENA, 2 MILES EAST OF NORRISTOWN, AND 10 MILES SOUTHWEST OF
 CL1882'SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1882'
 CL1882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1882'ROUTE 171) PAVED COUNTY ROAD 92195, AND THE NORRISTOWN POST OFFICE AT
 CL1882'JOHNSONS GROCERY STORE IN NORRISTOWN, GO EAST ALONG COUNTY ROAD 92195
 CL1882'FOR 1.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 169 REVERSE FORKING
 CL1882'TO THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD FOR 0.65 MILE TO
 CL1882'THE STATION ON THE RIGHT.
 CL1882'
 CL1882'THE STATION IS LOCATED 32.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CL1882'9.5 FEET NORTH OF A FENCELINE, 207 FEET EAST OF THE EAST END OF AN 18
 CL1882'INCH CONCRETE CULVERT UNDER A FIELD ACCESS ROAD TO THE SOUTH, AND 2.7
 CL1882'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-206
 CL1882'1979 RM 1---,
 CL1882'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1882'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1882'
 CL1882'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1882'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1858 ***********************************************************************
 CL1858  DESIGNATION -  BV 053 207 GADT
 CL1858  PID         -  CL1858
 CL1858  STATE/COUNTY-  GA/EMANUEL
 CL1858  USGS QUAD   -  SWAINSBORO (1971)
 CL1858
 CL1858                         *CURRENT SURVEY CONTROL
 CL1858  ___________________________________________________________________
 CL1858* NAD 83(1994)-  32 35 48.57891(N)    082 20 03.37111(W)     ADJUSTED  
 CL1858* NAVD 88     -       113.2    (meters)     371.     (feet)  VERTCON   
 CL1858  ___________________________________________________________________
 CL1858  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 CL1858  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CL1858
 CL1858  HORZ ORDER  -  SECOND
 CL1858
 CL1858.The horizontal coordinates were established by classical geodetic methods
 CL1858.and adjusted by the National Geodetic Survey in September 1997..
 CL1858
 CL1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1858
 CL1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1858
 CL1858.The geoid height was determined by GEOID03.
 CL1858
 CL1858;                    North         East     Units Scale Factor Converg.
 CL1858;SPC GA E     -   287,906.062   184,267.668   MT  0.99990305   -0 05 25.1
 CL1858;SPC GA E     -   944,571.81    604,551.51   sFT  0.99990305   -0 05 25.1
 CL1858;UTM  17      - 3,607,378.142   374,789.501   MT  0.99979332   -0 43 08.0
 CL1858
 CL1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1858!SPC GA E     -   0.99998678  x   0.99990305  =   0.99988984
 CL1858!UTM  17      -   0.99998678  x   0.99979332  =   0.99978011
 CL1858
 CL1858:                Primary Azimuth Mark                     Grid Az
 CL1858:SPC GA E     -  BV 053 207 GADT AZ MK                    141 37 20.4
 CL1858:UTM  17      -  BV 053 207 GADT AZ MK                    142 15 03.3
 CL1858
 CL1858|---------------------------------------------------------------------|
 CL1858| PID    Reference Object                     Distance      Geod. Az  |
 CL1858|                                                           dddmmss.s |
 CL1858| CL1869 BV 053 207 GADT AZ MK               APPROX. 0.6 KM 1413155.3 |
 CL1858|---------------------------------------------------------------------|
 CL1858
 CL1858                          SUPERSEDED SURVEY CONTROL
 CL1858
 CL1858  NAD 83(1986)-  32 35 48.58371(N)    082 20 03.36982(W) AD(       ) 2
 CL1858  NAD 27      -  32 35 47.99758(N)    082 20 03.91113(W) AD(       ) 2
 CL1858  NGVD 29 (07/19/86)  113.4    (m)          372.     (f) VERT ANG       
 CL1858
 CL1858.Superseded values are not recommended for survey control.
 CL1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1858.See file dsdata.txt to determine how the superseded data were derived.
 CL1858
 CL1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7479007378(NAD 83)
 CL1858_MARKER: DD = SURVEY DISK
 CL1858_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CL1858_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CL1858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1858
 CL1858  HISTORY     - Date     Condition        Report By
 CL1858  HISTORY     - 1979     MONUMENTED       GADT
 CL1858
 CL1858                          STATION DESCRIPTION
 CL1858
 CL1858'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1858'THE STATION IS IN SWAINSBORO ON THE ROOF OF THE EMANUEL COUNTY
 CL1858'COURTHOUSE BUILDING.  PERMISSION TO SET THE STATION WAS GRANTED BY MR.
 CL1858'DAVID MORGAN (COUNTY CLERK).  THE BUILDING CARETAKER MUST BE CONTACTED
 CL1858'TO OPEN THE DOOR TO THE ATTIC AREA.  ACCESS TO THE ROOF IS AN 8 FOOT
 CL1858'LADDER THROUGH A 15 BY 18 INCH HOLE.
 CL1858'
 CL1858'THE STATION IS LOCATED 4.1 FEET SOUTHWEST OF THE OUTER EDGE OF THE
 CL1858'NORTHEASTERN PARAPET WALL, 7.8 FEET NORTHWEST OF THE OUTER EDGE OF THE
 CL1858'EASTERN CORNER OF THE PARAPET WALL, 6.6 FEET NORTHWEST OF THE OUTER
 CL1858'EDGE OF THE SOUTHEASTERN PARAPET WALL, AND 23.5 FEET EAST-SOUTHEAST OF
 CL1858'THE CENTER OF THE ROOF ENTRANCE.  IT IS A STANDARD BRASS DISK
 CL1858'STAMPED---053-207 1979---, SET IN AN IRREGULAR MASS OF CONCRETE 3
 CL1858'INCHES ABOVE THE SURFACE OF THE ROOF.  WITH STEEL RODS EMBEDDED.
 CL1858'
 CL1858'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1858'ROUTE 26), AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO SOUTH
 CL1858'ALONG U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 0.35 MILE TO THE STATION ON
 CL1858'THE LEFT.  IT IS LOCATED 24 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 CL1858'U.S. HIGHWAY 1, 5.2 FEET NORTH-NORTHWEST OF A WITNESS POST, 7.4 FEET
 CL1858'NORTH-NORTHWEST OF A POWER POLE, AND 62.9 FEET WEST OF THE SOUTHWEST
 CL1858'CORNER OF THE PIZZA HUT BUILDING.  IT IS A STANDARD DISK
 CL1858'STAMPED---053-207 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1858'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1858'STEEL RODS EMBEDDED.
 CL1858'
 CL1858'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1869 ***********************************************************************
 CL1869  DESIGNATION -  BV 053 207 GADT AZ MK
 CL1869  PID         -  CL1869
 CL1869  STATE/COUNTY-  GA/EMANUEL
 CL1869  USGS QUAD   -  SWAINSBORO (1971)
 CL1869
 CL1869                         *CURRENT SURVEY CONTROL
 CL1869  ___________________________________________________________________
 CL1869* NAD 83(1994)-  32 35 33.37294(N)    082 19 49.09990(W)     ADJUSTED  
 CL1869* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 CL1869  ___________________________________________________________________
 CL1869  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CL1869  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CL1869
 CL1869  HORZ ORDER  -  SECOND
 CL1869
 CL1869.The horizontal coordinates were established by classical geodetic methods
 CL1869.and adjusted by the National Geodetic Survey in September 1997..
 CL1869
 CL1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1869
 CL1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1869
 CL1869.The geoid height was determined by GEOID03.
 CL1869
 CL1869;                    North         East     Units Scale Factor Converg.
 CL1869;SPC GA E     -   287,437.112   184,639.056   MT  0.99990291   -0 05 17.3
 CL1869;SPC GA E     -   943,033.26    605,769.97   sFT  0.99990291   -0 05 17.3
 CL1869;UTM  17      - 3,606,905.197   375,155.682   MT  0.99979219   -0 43 00.0
 CL1869
 CL1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1869!SPC GA E     -   0.99998952  x   0.99990291  =   0.99989243
 CL1869!UTM  17      -   0.99998952  x   0.99979219  =   0.99978171
 CL1869
 CL1869                          SUPERSEDED SURVEY CONTROL
 CL1869
 CL1869  NAD 83(1986)-  32 35 33.37775(N)    082 19 49.09861(W) AD(       ) 2
 CL1869  NAD 27      -  32 35 32.79123(N)    082 19 49.64027(W) AD(       ) 2
 CL1869  NGVD 29 (07/19/86)   96.     (m)          315.     (f) VERT ANG       
 CL1869
 CL1869.Superseded values are not recommended for survey control.
 CL1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1869.See file dsdata.txt to determine how the superseded data were derived.
 CL1869
 CL1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7515606905(NAD 83)
 CL1869_MARKER: DD = SURVEY DISK
 CL1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1869+STABILITY: SURFACE MOTION
 CL1869
 CL1869  HISTORY     - Date     Condition        Report By
 CL1869  HISTORY     - 1979     MONUMENTED       GADT
 CL1869
 CL1869                          STATION DESCRIPTION
 CL1869
 CL1869'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1869'THE STATION IS LOCATED IN SWAINSBORO ON STATE RIGHT OF WAY.
 CL1869'
 CL1869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1869'26), AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO SOUTH ALONG
 CL1869'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 0.35 MILE TO THE STATION ON THE
 CL1869'LEFT.
 CL1869'
 CL1869'THE STATION IS LOCATED 24 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 CL1869'U.S. HIGHWAY 1, 5.2 FEET NORTH-NORTHWEST OF A WITNESS POST, 7.4 FEET
 CL1869'NORTH-NORTHWEST OF A POWER POLE, AND 62.9 FEET WEST OF THE SOUTHWEST
 CL1869'CORNER OF THE PIZZA HUT BUILDING.  IT IS A STANDARD BRASS DISK
 CL1869'STAMPED---053-207 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1869'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1869'STEEL RODS EMBEDDED.
 CL1869'
 CL1869'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1912 ***********************************************************************
 CL1912  DESIGNATION -  BV 053 208 GADT
 CL1912  PID         -  CL1912
 CL1912  STATE/COUNTY-  GA/EMANUEL
 CL1912  USGS QUAD   -  DELLWOOD (1971)
 CL1912
 CL1912                         *CURRENT SURVEY CONTROL
 CL1912  ___________________________________________________________________
 CL1912* NAD 83(1994)-  32 41 07.57610(N)    082 28 46.64248(W)     ADJUSTED  
 CL1912* NAVD 88     -        89.9    (meters)     295.     (feet)  VERTCON   
 CL1912  ___________________________________________________________________
 CL1912  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL1912  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CL1912
 CL1912  HORZ ORDER  -  SECOND
 CL1912
 CL1912.The horizontal coordinates were established by classical geodetic methods
 CL1912.and adjusted by the National Geodetic Survey in September 1997..
 CL1912
 CL1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1912
 CL1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1912
 CL1912.The geoid height was determined by GEOID03.
 CL1912
 CL1912;                    North         East     Units Scale Factor Converg.
 CL1912;SPC GA E     -   297,762.683   170,652.766   MT  0.99991062   -0 10 08.4
 CL1912;SPC GA E     -   976,909.74    559,883.28   sFT  0.99991062   -0 10 08.4
 CL1912;UTM  17      - 3,617,382.805   361,284.927   MT  0.99983727   -0 47 57.0
 CL1912
 CL1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1912!SPC GA E     -   0.99999041  x   0.99991062  =   0.99990103
 CL1912!UTM  17      -   0.99999041  x   0.99983727  =   0.99982768
 CL1912
 CL1912:                Primary Azimuth Mark                     Grid Az
 CL1912:SPC GA E     -  BV 053 208 GADT AZ MK                    106 34 25.4
 CL1912:UTM  17      -  BV 053 208 GADT AZ MK                    107 12 14.0
 CL1912
 CL1912|---------------------------------------------------------------------|
 CL1912| PID    Reference Object                     Distance      Geod. Az  |
 CL1912|                                                           dddmmss.s |
 CL1912| CL1910 BV 053 208 GADT AZ MK               APPROX. 0.8 KM 1062417.0 |
 CL1912| CL1911 BV 053 208 GADT AZ TPT               17.059 METERS 10629     |
 CL1912| CL1916 BV 053 208 GADT RM 1                 27.143 METERS 28924     |
 CL1912| CL1913 BM 78 FAR                           338.324 METERS 29141     |
 CL1912|---------------------------------------------------------------------|
 CL1912
 CL1912                          SUPERSEDED SURVEY CONTROL
 CL1912
 CL1912  NAD 83(1986)-  32 41 07.58075(N)    082 28 46.64160(W) AD(       ) 2
 CL1912  NAD 27      -  32 41 07.00192(N)    082 28 47.17219(W) AD(       ) 2
 CL1912  NGVD 29 (07/19/86)   90.1    (m)          296.     (f) VERT ANG       
 CL1912
 CL1912.Superseded values are not recommended for survey control.
 CL1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1912.See file dsdata.txt to determine how the superseded data were derived.
 CL1912
 CL1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6128517383(NAD 83)
 CL1912_MARKER: DD = SURVEY DISK
 CL1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1912+STABILITY: SURFACE MOTION
 CL1912
 CL1912  HISTORY     - Date     Condition        Report By
 CL1912  HISTORY     - 1978     MONUMENTED       GADT
 CL1912
 CL1912                          STATION DESCRIPTION
 CL1912
 CL1912'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1912'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST OF KITE, 10-1/2
 CL1912'MILES NORTHWEST OF SWAINSBORO, AND 12-1/2 MILES NORTH-NORTHWEST OF
 CL1912'ADRIAN ON STATE RIGHT OF WAY.
 CL1912'
 CL1912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1912'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO EAST ALONG STATE ROUTE 57
 CL1912'FOR 0.75 MILE TO THE JUNCTION OF PAVED JOHNSON COUNTY ROAD 125 FORKING
 CL1912'TO THE LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 57 FOR 1.2 MILES
 CL1912'TO A CONCRETE CULVERT UNDER THE HIGHWAY AND BENCH MARK 78 FAR USGS ON
 CL1912'THE LEFT.  CONTINUE EAST ALONG STATE ROUTE 57 FOR 0.2 MILE TO DIRT
 CL1912'EMANUEL COUNTY ROAD 120 TO THE RIGHT AND THE STATION ON THE RIGHT.
 CL1912'
 CL1912'THE STATION IS LOCATED 42.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1912'STATE ROUTE 57, 17.5 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 CL1912'NORTHERN MOST END POST OF A BRICK WALL ON THE EAST SIDE OF COUNTY ROAD
 CL1912'120, 67 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF CENTERLINES OF
 CL1912'COUNTY ROAD 120 AND STATE ROUTE 57, AND 13.2 FEET NORTH OF A WITNESS
 CL1912'POST SET AT A FENCE CORNER.  IT IS A STANDARD BRASS DISK
 CL1912'STAMPED---053-208 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1912'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1912'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1912'STAMPED---053-208 1978---, SET IN AN IRREGULAR MASS OF CONCRETE 0.84
 CL1912'METER BELOW THE SURFACE OF THE GROUND.
 CL1912'
 CL1912'REFERENCE MARK 1 IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF STATE
 CL1912'ROUTE 57, 78.8 FEET WEST-NORTHWEST OF THE NORTHERN MOST END POST OF
 CL1912'THE BRICK WALL ON THE EAST SIDE OF THE COUNTY ROAD, 55 FEET WEST-
 CL1912'SOUTHWEST OF THE POINT OF INTERSECTION OF CENTERLINES OF COUNTY ROAD
 CL1912'120 AND STATE ROUTE 57, 12.9 FEET WEST-NORTHWEST OF AN UNDERGROUND
 CL1912'TELEPHONE CABLE PEDESTAL, AND 13.8 FEET NORTH OF A WITNESS POST SET AT
 CL1912'A FENCE.  IT IS A STANDARD DISK STAMPED---053-208 1978 RM 1---, SET IN
 CL1912'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1912'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1912'
 CL1912'BENCH MARK 78 FAR USGS IS LOCATED 20 FEET NORTH-NORTHEAST OF THE
 CL1912'CENTERLINE OF STATE ROUTE 57, 0.8 FOOT WEST OF THE EAST END OF THE
 CL1912'CONCRETE CULVERT HEADWALL, 249.9 FEET EAST-SOUTHEAST OF A POWER POLE
 CL1912'ON THE NORTH SIDE OF THE HIGHWAY, AND 229.0 FEET WEST-SOUTHWEST OF
 CL1912'ANOTHER POWER POLE ON THE NORTH SIDE OF THE HIGHWAY.  IT IS A STANDARD
 CL1912'U.S. GEOLOGICAL SURVEY ALUMINUM DISK STAMPED---78 FAR 1970---, SET IN
 CL1912'A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE HEADWALL.
 CL1912'
 CL1912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG STATE ROUTE
 CL1912'57 FOR 0.5 MILE TO DIRT COUNTY ROAD 121 TO THE RIGHT AND THE AZIMUTH
 CL1912'MARK ON THE LEFT.  IT IS LOCATED 47 FEET NORTH-NORTHEAST OF THE
 CL1912'CENTERLINE OF THE HIGHWAY, 42.5 FEET SOUTHEAST OF A POWER POLE ON THE
 CL1912'NORTH SIDE OF THE HIGHWAY, 124.5 FEET NORTHEAST OF A POWER POLE WITH A
 CL1912'UTILITY LIGHT ATTACHED ON THE SOUTH SIDE OF THE HIGHWAY, 102.5 FEET
 CL1912'NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF
 CL1912'THE HIGHWAY, AND 8.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 CL1912'STANDARD DISK STAMPED---053-208 1978 AZ MK---, SET IN THE TOP OF A 10
 CL1912'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1912'WITH STEEL RODS EMBEDDED.
 CL1912'
 CL1912'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1912'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1912'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1910 ***********************************************************************
 CL1910  DESIGNATION -  BV 053 208 GADT AZ MK
 CL1910  PID         -  CL1910
 CL1910  STATE/COUNTY-  GA/EMANUEL
 CL1910  USGS QUAD   -  DELLWOOD (1971)
 CL1910
 CL1910                         *CURRENT SURVEY CONTROL
 CL1910  ___________________________________________________________________
 CL1910* NAD 83(1994)-  32 41 00.35781(N)    082 28 17.65413(W)     ADJUSTED  
 CL1910* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1910  ___________________________________________________________________
 CL1910  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CL1910  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CL1910
 CL1910  HORZ ORDER  -  SECOND
 CL1910
 CL1910.The horizontal coordinates were established by classical geodetic methods
 CL1910.and adjusted by the National Geodetic Survey in September 1997..
 CL1910
 CL1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1910
 CL1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1910
 CL1910.The geoid height was determined by GEOID03.
 CL1910
 CL1910;                    North         East     Units Scale Factor Converg.
 CL1910;SPC GA E     -   297,538.144   171,407.230   MT  0.99991008   -0 09 52.7
 CL1910;SPC GA E     -   976,173.06    562,358.55   sFT  0.99991008   -0 09 52.7
 CL1910;UTM  17      - 3,617,150.000   362,036.820   MT  0.99983470   -0 47 41.2
 CL1910
 CL1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1910!SPC GA E     -   0.99999152  x   0.99991008  =   0.99990160
 CL1910!UTM  17      -   0.99999152  x   0.99983470  =   0.99982622
 CL1910
 CL1910                          SUPERSEDED SURVEY CONTROL
 CL1910
 CL1910  NAD 83(1986)-  32 41 00.36245(N)    082 28 17.65326(W) AD(       ) 2
 CL1910  NAD 27      -  32 40 59.78353(N)    082 28 18.18463(W) AD(       ) 2
 CL1910  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1910
 CL1910.Superseded values are not recommended for survey control.
 CL1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1910.See file dsdata.txt to determine how the superseded data were derived.
 CL1910
 CL1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6203717150(NAD 83)
 CL1910_MARKER: DD = SURVEY DISK
 CL1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1910+STABILITY: SURFACE MOTION
 CL1910
 CL1910  HISTORY     - Date     Condition        Report By
 CL1910  HISTORY     - 1978     MONUMENTED       GADT
 CL1910
 CL1910                          STATION DESCRIPTION
 CL1910
 CL1910'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1910'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF KITE, 10
 CL1910'MILES NORTHWEST OF SWAINSBORO, AND 12-3/4 MILES NORTH-NORTHEAST OF
 CL1910'ADRIAN ON STATE RIGHT OF WAY.
 CL1910'
 CL1910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1910'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO EAST ALONG STATE ROUTE 57
 CL1910'FOR 0.75 MILE TO PAVED JOHNSON COUNTY ROAD 125 FORKING TO THE LEFT.
 CL1910'CONTINUE EAST ALONG STATE ROUTE 57 FOR 1.9 MILES TO THE JUNCTION OF
 CL1910'DIRT EMANUEL COUNTY ROAD 121 TO THE RIGHT AND THE STATION ON THE LEFT.
 CL1910'
 CL1910'THE STATION IS LOCATED 47 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1910'STATE ROUTE 57, 42.5 FEET SOUTHEAST OF A POWER POLE ON THE NORTH SIDE
 CL1910'OF THE HIGHWAY, 124.5 FEET NORTHEAST OF A POWER POLE WITH A UTILITY
 CL1910'LIGHT ATTACHED ON THE SOUTH SIDE OF THE HIGHWAY, 102.5 FEET NORTH OF
 CL1910'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE
 CL1910'HIGHWAY, AND 8.0 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL1910'DISK STAMPED---053-208 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1910'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1910'STEEL RODS EMBEDDED.
 CL1910'
 CL1910'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1910'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1910'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1916 ***********************************************************************
 CL1916  DESIGNATION -  BV 053 208 GADT RM 1
 CL1916  PID         -  CL1916
 CL1916  STATE/COUNTY-  GA/EMANUEL
 CL1916  USGS QUAD   -  DELLWOOD (1971)
 CL1916
 CL1916                         *CURRENT SURVEY CONTROL
 CL1916  ___________________________________________________________________
 CL1916* NAD 83(1994)-  32 41 07.86871(N)    082 28 47.62525(W)     ADJUSTED  
 CL1916* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1916  ___________________________________________________________________
 CL1916  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL1916  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CL1916
 CL1916  HORZ ORDER  -  SECOND
 CL1916
 CL1916.The horizontal coordinates were established by classical geodetic methods
 CL1916.and adjusted by the National Geodetic Survey in September 1997..
 CL1916
 CL1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1916
 CL1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1916
 CL1916.The geoid height was determined by GEOID03.
 CL1916
 CL1916;                    North         East     Units Scale Factor Converg.
 CL1916;SPC GA E     -   297,771.771   170,627.193   MT  0.99991063   -0 10 09.0
 CL1916;SPC GA E     -   976,939.55    559,799.38   sFT  0.99991063   -0 10 09.0
 CL1916;UTM  17      - 3,617,392.174   361,259.457   MT  0.99983736   -0 47 57.5
 CL1916
 CL1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1916!SPC GA E     -   0.99999042  x   0.99991063  =   0.99990105
 CL1916!UTM  17      -   0.99999042  x   0.99983736  =   0.99982778
 CL1916
 CL1916                          SUPERSEDED SURVEY CONTROL
 CL1916
 CL1916  NAD 83(1986)-  32 41 07.87337(N)    082 28 47.62436(W) AD(       ) 2
 CL1916  NAD 27      -  32 41 07.29453(N)    082 28 48.15493(W) AD(       ) 2
 CL1916  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1916
 CL1916.Superseded values are not recommended for survey control.
 CL1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1916.See file dsdata.txt to determine how the superseded data were derived.
 CL1916
 CL1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6125917392(NAD 83)
 CL1916_MARKER: DD = SURVEY DISK
 CL1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1916+STABILITY: SURFACE MOTION
 CL1916
 CL1916  HISTORY     - Date     Condition        Report By
 CL1916  HISTORY     - 1978     MONUMENTED       GADT
 CL1916
 CL1916                          STATION DESCRIPTION
 CL1916
 CL1916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1916'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST OF KITE, 10-1/2
 CL1916'MILES NORTHWEST OF SWAINSBORO, AND 12-1/2 MILES NORTH-NORTHWEST OF
 CL1916'ADRIAN ON STATE RIGHT OF WAY.
 CL1916'
 CL1916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1916'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO EAST ALONG STATE ROUTE 57
 CL1916'FOR 0.75 MILE TO THE JUNCTION OF PAVED JOHNSON COUNTY ROAD 125 FORKING
 CL1916'TO THE LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 57 FOR 1.4 MILES
 CL1916'TO THE JUNCTION OF DIRT EMANUEL COUNTY ROAD 120 TO THE RIGHT AND THE
 CL1916'STATION ON THE RIGHT.
 CL1916'
 CL1916'THE STATION IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 CL1916'57, 78.8 FEET WEST-NORTHWEST OF THE NORTHERN MOST END POST OF A BRICK
 CL1916'WALL ON THE EAST SIDE OF THE COUNTY ROAD, 55 FEET WEST-SOUTHWEST OF
 CL1916'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 120 AND
 CL1916'STATE ROUTE 57, 12.9 FEET WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE
 CL1916'CABLE PEDESTAL, AND 13.8 FEET NORTH OF A WITNESS POST SET AT A FENCE
 CL1916'LINE.  IT IS A STANDARD BRASS DISK STAMPED---053-208 1978 RM 1---, SET
 CL1916'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1916'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1916'
 CL1916'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1916'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1916'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1905 ***********************************************************************
 CL1905  DESIGNATION -  BV 053 209
 CL1905  PID         -  CL1905
 CL1905  STATE/COUNTY-  GA/EMANUEL
 CL1905  USGS QUAD   -  DELLWOOD (1971)
 CL1905
 CL1905                         *CURRENT SURVEY CONTROL
 CL1905  ___________________________________________________________________
 CL1905* NAD 83(1994)-  32 44 02.27317(N)    082 23 43.19976(W)     ADJUSTED  
 CL1905* NAVD 88     -       124.6    (meters)     409.     (feet)  VERTCON   
 CL1905  ___________________________________________________________________
 CL1905  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CL1905  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL1905
 CL1905  HORZ ORDER  -  FIRST
 CL1905
 CL1905.The horizontal coordinates were established by classical geodetic methods
 CL1905.and adjusted by the National Geodetic Survey in September 1997..
 CL1905
 CL1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1905
 CL1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1905
 CL1905.The geoid height was determined by GEOID03.
 CL1905
 CL1905;                    North         East     Units Scale Factor Converg.
 CL1905;SPC GA E     -   303,123.594   178,568.589   MT  0.99990566   -0 07 25.1
 CL1905;SPC GA E     -   994,497.99    585,853.78   sFT  0.99990566   -0 07 25.1
 CL1905;UTM  17      - 3,622,655.833   369,258.598   MT  0.99981077   -0 45 16.6
 CL1905
 CL1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1905!SPC GA E     -   0.99998499  x   0.99990566  =   0.99989065
 CL1905!UTM  17      -   0.99998499  x   0.99981077  =   0.99979576
 CL1905
 CL1905:                Primary Azimuth Mark                     Grid Az
 CL1905:SPC GA E     -  BV 053 201                               007 31 49.0
 CL1905:UTM  17      -  BV 053 201                               008 09 40.5
 CL1905
 CL1905|---------------------------------------------------------------------|
 CL1905| PID    Reference Object                     Distance      Geod. Az  |
 CL1905|                                                           dddmmss.s |
 CL1905| CL1904 BV 053 201                          APPROX. 0.8 KM 0072423.9 |
 CL1905| CY7273 BV 053 209 RM 1                      28.924 METERS 18520     |
 CL1905|---------------------------------------------------------------------|
 CL1905
 CL1905                          SUPERSEDED SURVEY CONTROL
 CL1905
 CL1905  NAD 83(1986)-  32 44 02.27775(N)    082 23 43.19845(W) AD(       ) 1
 CL1905  NAD 27      -  32 44 01.70417(N)    082 23 43.73737(W) AD(       ) 1
 CL1905  NGVD 29 (07/19/86)  124.8    (m)          409.     (f) VERT ANG       
 CL1905
 CL1905.Superseded values are not recommended for survey control.
 CL1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1905.See file dsdata.txt to determine how the superseded data were derived.
 CL1905
 CL1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6925922656(NAD 83)
 CL1905_MARKER: DD = SURVEY DISK
 CL1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1905
 CL1905  HISTORY     - Date     Condition        Report By
 CL1905  HISTORY     - 1978     MONUMENTED       GADT
 CL1905
 CL1905                          STATION DESCRIPTION
 CL1905
 CL1905'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1905'THE STATION IS LOCATED APPROXIMATELY 7 MILES WEST OF SUMMERTOWN, 7-1/2
 CL1905'MILES EAST-NORTHEAST OF KITE, AND 9-1/4 MILES SOUTH OF WADLEY ON STATE
 CL1905'RIGHT OF WAY.
 CL1905'
 CL1905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1905'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1905'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.05 MILES TO THE JUNCTION OF DIRT
 CL1905'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1905'(STATE ROUTE 4) FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1905'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1905'FOR 3.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 109 CROSSING.
 CL1905'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 FOR 1.25 MILES TO THE
 CL1905'STATION ON THE LEFT.
 CL1905'
 CL1905'THE STATION IS LOCATED 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CL1905'44 FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL1905'OF THE HIGHWAY AND A WOODS ROAD TO THE WEST, 12.5 FEET SOUTH OF THE
 CL1905'CENTERLINE OF THE WOODS ROAD, 82.3 FEET EAST-NORTHEAST OF A POWER
 CL1905'POLE, AND 5.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL1905'DISK STAMPED---053-209 1978---, SET IN THE TOP OF A 10 INCH
 CL1905'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1905'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1905'STAMPED---053-209 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1905'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL1905'
 CL1905'REFERENCE MARK 1 IS LOCATED 44.5 FEET WEST OF THE CENTERLINE OF THE
 CL1905'HIGHWAY, 115.5 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL1905'CENTERLINES OF THE HIGHWAY AND THE WOODS ROAD TO THE WEST, 106.5 FEET
 CL1905'SOUTH OF THE CENTERLINE OF THE WOODS ROAD, 118.1 FEET SOUTHEAST OF THE
 CL1905'POWER POLE, 316.0 FEET NORTH OF ANOTHER POWER POLE, 27.0 FEET
 CL1905'NORTHEAST OF A 6 INCH PINE TREE, AND 2.8 FEET EAST OF A WITNESS POST.
 CL1905'IT IS A STANDARD DISK STAMPED---053-209 1978 RM 1---, SET IN THE TOP
 CL1905'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1905'GROUND WITH STEEL RODS EMBEDDED.
 CL1905'
 CL1905'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1905'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
 CL1905'
 CL1905'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.  BV 053 201 GADT
 CL1905'OR BV 053 210 GADT MAY BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1906 ***********************************************************************
 CL1906  DESIGNATION -  BV 053 210
 CL1906  PID         -  CL1906
 CL1906  STATE/COUNTY-  GA/EMANUEL
 CL1906  USGS QUAD   -  DELLWOOD (1971)
 CL1906
 CL1906                         *CURRENT SURVEY CONTROL
 CL1906  ___________________________________________________________________
 CL1906* NAD 83(1994)-  32 43 33.36284(N)    082 23 43.75111(W)     ADJUSTED  
 CL1906* NAVD 88     -       120.7    (meters)     396.     (feet)  VERTCON   
 CL1906  ___________________________________________________________________
 CL1906  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CL1906  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL1906
 CL1906  HORZ ORDER  -  FIRST
 CL1906
 CL1906.The horizontal coordinates were established by classical geodetic methods
 CL1906.and adjusted by the National Geodetic Survey in September 1997..
 CL1906
 CL1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1906
 CL1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1906
 CL1906.The geoid height was determined by GEOID03.
 CL1906
 CL1906;                    North         East     Units Scale Factor Converg.
 CL1906;SPC GA E     -   302,233.115   178,552.312   MT  0.99990567   -0 07 25.3
 CL1906;SPC GA E     -   991,576.48    585,800.38   sFT  0.99990567   -0 07 25.3
 CL1906;UTM  17      - 3,621,765.671   369,232.519   MT  0.99981086   -0 45 16.3
 CL1906
 CL1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1906!SPC GA E     -   0.99998560  x   0.99990567  =   0.99989127
 CL1906!UTM  17      -   0.99998560  x   0.99981086  =   0.99979646
 CL1906
 CL1906:                Primary Azimuth Mark                     Grid Az
 CL1906:SPC GA E     -  BV 053 209                               001 02 49.8
 CL1906:UTM  17      -  BV 053 209                               001 40 40.8
 CL1906
 CL1906|---------------------------------------------------------------------|
 CL1906| PID    Reference Object                     Distance      Geod. Az  |
 CL1906|                                                           dddmmss.s |
 CL1906| CL1905 BV 053 209                          APPROX. 0.9 KM 0005524.5 |
 CL1906| CY7274 BV 053 210 RM 1                      28.835 METERS 35142     |
 CL1906|---------------------------------------------------------------------|
 CL1906
 CL1906                          SUPERSEDED SURVEY CONTROL
 CL1906
 CL1906  NAD 83(1986)-  32 43 33.36747(N)    082 23 43.74982(W) AD(       ) 1
 CL1906  NAD 27      -  32 43 32.79312(N)    082 23 44.28852(W) AD(       ) 1
 CL1906  NGVD 29 (07/19/86)  120.9    (m)          397.     (f) VERT ANG       
 CL1906
 CL1906.Superseded values are not recommended for survey control.
 CL1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1906.See file dsdata.txt to determine how the superseded data were derived.
 CL1906
 CL1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6923321766(NAD 83)
 CL1906_MARKER: DD = SURVEY DISK
 CL1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1906
 CL1906  HISTORY     - Date     Condition        Report By
 CL1906  HISTORY     - 1978     MONUMENTED       GADT
 CL1906
 CL1906                          STATION DESCRIPTION
 CL1906
 CL1906'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1906'THE STATION IS LOCATED APPROXIMATELY 7 MILES WEST OF SUMMERTOWN, 7-1/4
 CL1906'MILES NORTHEAST OF KITE, AND 9-3/4 MILES SOUTH OF WADLEY ON STATE
 CL1906'RIGHT OF WAY.
 CL1906'
 CL1906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1906'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1906'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.05 MILES TO THE JUNCTION OF DIRT
 CL1906'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1906'(STATE ROUTE 4) FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1906'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1906'FOR 3.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 109 CROSSING.
 CL1906'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 0.75
 CL1906'MILE TO THE STATION ON THE LEFT.
 CL1906'
 CL1906'THE STATION IS LOCATED 46.5 FEET WEST OF THE CENTERLINE OF THE
 CL1906'HIGHWAY, 48.5 FEET WEST-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL1906'CENTERLINES OF THE HIGHWAY AND A WOODS ROAD TO THE WEST, 9 FEET NORTH
 CL1906'OF THE CENTERLINE OF THE WOODS ROAD, 62.0 FEET SOUTH OF A POWER POLE,
 CL1906'AND 4.7 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1906'STAMPED---053-210 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1906'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1906'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1906'STAMPED---053-210 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1906'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1906'
 CL1906'REFERENCE MARK 1 IS LOCATED 46.5 FEET WEST OF THE CENTERLINE OF THE
 CL1906'HIGHWAY, 32.6 FEET NORTH-NORTHWEST OF A POWER POLE, 19.7 FEET SOUTH-
 CL1906'SOUTHEAST OF AN 8 INCH PINE TREE, AND 2.9 FEET EAST OF A WITNESS POST.
 CL1906'IT IS A STANDARD DISK STAMPED---053-210 1978 RM 1---, SET IN THE TOP
 CL1906'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1906'GROUND WITH STEEL RODS EMBEDDED.
 CL1906'
 CL1906'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1906'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1899 ***********************************************************************
 CL1899  DESIGNATION -  BV 053 211
 CL1899  PID         -  CL1899
 CL1899  STATE/COUNTY-  GA/EMANUEL
 CL1899  USGS QUAD   -  DELLWOOD (1971)
 CL1899
 CL1899                         *CURRENT SURVEY CONTROL
 CL1899  ___________________________________________________________________
 CL1899* NAD 83(1994)-  32 42 45.29271(N)    082 23 27.07098(W)     ADJUSTED  
 CL1899* NAVD 88     -       118.6    (meters)     389.     (feet)  VERTCON   
 CL1899  ___________________________________________________________________
 CL1899  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CL1899  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL1899
 CL1899  HORZ ORDER  -  FIRST
 CL1899
 CL1899.The horizontal coordinates were established by classical geodetic methods
 CL1899.and adjusted by the National Geodetic Survey in September 1997..
 CL1899
 CL1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1899
 CL1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1899
 CL1899.The geoid height was determined by GEOID03.
 CL1899
 CL1899;                    North         East     Units Scale Factor Converg.
 CL1899;SPC GA E     -   300,751.510   178,983.476   MT  0.99990544   -0 07 16.2
 CL1899;SPC GA E     -   986,715.58    587,214.95   sFT  0.99990544   -0 07 16.2
 CL1899;UTM  17      - 3,620,279.552   369,647.308   MT  0.99980952   -0 45 06.3
 CL1899
 CL1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1899!SPC GA E     -   0.99998593  x   0.99990544  =   0.99989137
 CL1899!UTM  17      -   0.99998593  x   0.99980952  =   0.99979545
 CL1899
 CL1899:                Primary Azimuth Mark                     Grid Az
 CL1899:SPC GA E     -  BV 053 212                               179 28 50.2
 CL1899:UTM  17      -  BV 053 212                               180 06 40.3
 CL1899
 CL1899|---------------------------------------------------------------------|
 CL1899| PID    Reference Object                     Distance      Geod. Az  |
 CL1899|                                                           dddmmss.s |
 CL1899| CL1898 BV 053 212                          APPROX. 2.1 KM 1792134.0 |
 CL1899| CY7275 BV 053 211 RM 1                      28.759 METERS 35721     |
 CL1899|---------------------------------------------------------------------|
 CL1899
 CL1899                          SUPERSEDED SURVEY CONTROL
 CL1899
 CL1899  NAD 83(1986)-  32 42 45.29743(N)    082 23 27.06978(W) AD(       ) 1
 CL1899  NAD 27      -  32 42 44.72190(N)    082 23 27.60870(W) AD(       ) 1
 CL1899  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG       
 CL1899
 CL1899.Superseded values are not recommended for survey control.
 CL1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1899.See file dsdata.txt to determine how the superseded data were derived.
 CL1899
 CL1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6964720280(NAD 83)
 CL1899_MARKER: DD = SURVEY DISK
 CL1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1899
 CL1899  HISTORY     - Date     Condition        Report By
 CL1899  HISTORY     - 1978     MONUMENTED       GADT
 CL1899
 CL1899                          STATION DESCRIPTION
 CL1899
 CL1899'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1899'THE STATION IS LOCATED APPROXIMATELY 7 MILES WEST-SOUTHWEST OF
 CL1899'SUMMERTOWN, 7-1/2 MILES EAST OF KITE, AND 10-1/2 MILES SOUTH OF WADLEY
 CL1899'ON STATE RIGHT OF WAY.
 CL1899'
 CL1899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1899'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1899'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.05 MILES TO THE JUNCTION OF DIRT
 CL1899'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1899'(STATE ROUTE 4) FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1899'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1899'FOR 2.9 MILES TO THE STATION ON THE RIGHT.
 CL1899'
 CL1899'THE STATION IS LOCATED 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CL1899'81.6 FEET EAST OF A 35 INCH OAK TREE ON THE WEST SIDE OF THE HIGHWAY,
 CL1899'102.5 FEET EAST-NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 CL1899'HIGHWAY, 72.6 FEET NORTH OF A POWER POLE, AND 2.8 FEET WEST OF A
 CL1899'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-211 1979---,
 CL1899'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1899'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL1899'STATION IS A STANDARD DISK STAMPED---053-211 1979---, SET IN AN
 CL1899'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE
 CL1899'OF THE GROUND.
 CL1899'
 CL1899'REFERENCE MARK 1 IS LOCATED 48.3 FEET EAST OF THE CENTERLINE OF THE
 CL1899'HIGHWAY, 128.5 FEET NORTHEAST OF THE 35 INCH OAK TREE ON THE WEST SIDE
 CL1899'OF THE HIGHWAY, 160.8 FEET SOUTH OF A POWER POLE, 47.4 FEET
 CL1899'SOUTH-SOUTHWEST OF A RIGHT OF WAY MARKER, AND 3.0 FEET WEST OF A
 CL1899'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-211 1979 RM 1---,
 CL1899'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1899'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1899'
 CL1899'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  STATIONS
 CL1899'BV 053 210 GADT AND BV 053 212 GADT MAY BE USED FOR AN AZIMUTH.
 CL1899'
 CL1899'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1899'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1898 ***********************************************************************
 CL1898  DESIGNATION -  BV 053 212
 CL1898  PID         -  CL1898
 CL1898  STATE/COUNTY-  GA/EMANUEL
 CL1898  USGS QUAD   -  DELLWOOD (1971)
 CL1898
 CL1898                         *CURRENT SURVEY CONTROL
 CL1898  ___________________________________________________________________
 CL1898* NAD 83(1994)-  32 41 35.66089(N)    082 23 26.15033(W)     ADJUSTED  
 CL1898* NAVD 88     -       116.1    (meters)     381.     (feet)  VERTCON   
 CL1898  ___________________________________________________________________
 CL1898  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CL1898  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CL1898
 CL1898  HORZ ORDER  -  FIRST
 CL1898
 CL1898.The horizontal coordinates were established by classical geodetic methods
 CL1898.and adjusted by the National Geodetic Survey in September 1997..
 CL1898
 CL1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1898
 CL1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1898
 CL1898.The geoid height was determined by GEOID03.
 CL1898
 CL1898;                    North         East     Units Scale Factor Converg.
 CL1898;SPC GA E     -   298,606.635   179,002.921   MT  0.99990543   -0 07 15.4
 CL1898;SPC GA E     -   979,678.60    587,278.75   sFT  0.99990543   -0 07 15.4
 CL1898;UTM  17      - 3,618,134.799   369,643.152   MT  0.99980954   -0 45 04.4
 CL1898
 CL1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1898!SPC GA E     -   0.99998632  x   0.99990543  =   0.99989175
 CL1898!UTM  17      -   0.99998632  x   0.99980954  =   0.99979586
 CL1898
 CL1898:                Primary Azimuth Mark                     Grid Az
 CL1898:SPC GA E     -  BV 053 213                               177 41 05.6
 CL1898:UTM  17      -  BV 053 213                               178 18 54.6
 CL1898
 CL1898|---------------------------------------------------------------------|
 CL1898| PID    Reference Object                     Distance      Geod. Az  |
 CL1898|                                                           dddmmss.s |
 CL1898| CL1896 BV 053 213                          APPROX. 1.1 KM 1773350.2 |
 CL1898| CY7276 BV 053 212 RM 1                      30.084 METERS 35620     |
 CL1898|---------------------------------------------------------------------|
 CL1898
 CL1898                          SUPERSEDED SURVEY CONTROL
 CL1898
 CL1898  NAD 83(1986)-  32 41 35.66584(N)    082 23 26.14932(W) AD(       ) 1
 CL1898  NAD 27      -  32 41 35.08849(N)    082 23 26.68802(W) AD(       ) 1
 CL1898  NGVD 29 (07/19/86)  116.3    (m)          382.     (f) VERT ANG       
 CL1898
 CL1898.Superseded values are not recommended for survey control.
 CL1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1898.See file dsdata.txt to determine how the superseded data were derived.
 CL1898
 CL1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6964318135(NAD 83)
 CL1898_MARKER: DD = SURVEY DISK
 CL1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1898_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1898
 CL1898  HISTORY     - Date     Condition        Report By
 CL1898  HISTORY     - 1978     MONUMENTED       GADT
 CL1898
 CL1898                          STATION DESCRIPTION
 CL1898
 CL1898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1898'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES WEST-SOUTHWEST OF
 CL1898'SUMMERTOWN, 7-1/4 MILES EAST OF KITE, AND 7-1/2 MILES NORTH-NORTHWEST
 CL1898'OF SWAINSBORO ON STATE RIGHT OF WAY.
 CL1898'
 CL1898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1898'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1898'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.05 MILES TO THE JUNCTION OF DIRT
 CL1898'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1898'(STATE ROUTE 4) FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1898'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1898'FOR 1.55 MILES TO THE STATION ON THE LEFT.
 CL1898'
 CL1898'THE STATION IS LOCATED 42.5 FEET WEST OF THE CENTERLINE OF THE
 CL1898'HIGHWAY, 92.5 FEET SOUTH-SOUTHEAST OF A RIGHT OF WAY MARKER, 10.4 FEET
 CL1898'EAST OF A FENCELINE, 97.5 FEET WEST OF A POWER POLE ON THE EAST SIDE
 CL1898'OF THE HIGHWAY, AND 5.9 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 CL1898'BRASS DISK STAMPED---053-212 1978---, SET IN THE TOP OF A 10 INCH
 CL1898'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1898'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1898'STAMPED---053-212 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1898'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL1898'
 CL1898'REFERENCE MARK 1 IS LOCATED 46.5 FEET WEST OF THE CENTERLINE OF THE
 CL1898'HIGHWAY, 7.5 FEET NORTH-NORTHEAST OF THE RIGHT OF WAY MARKER, 5.4 FEET
 CL1898'EAST OF THE FENCELINE, 160.3 FEET NORTHWEST OF THE POWER POLE ON THE
 CL1898'EAST SIDE OF THE HIGHWAY, AND 2.8 FEET EAST OF A WITNESS POST.  IT IS
 CL1898'A STANDARD DISK STAMPED---053-212 1978 RM 1---, SET IN THE TOP OF A 10
 CL1898'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1898'WITH STEEL RODS EMBEDDED.
 CL1898'
 CL1898'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1898'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
 CL1898'
 CL1898'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.  BV 053 211 GADT
 CL1898'OR BV 053 213 GADT MAY BE USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1896 ***********************************************************************
 CL1896  DESIGNATION -  BV 053 213
 CL1896  PID         -  CL1896
 CL1896  STATE/COUNTY-  GA/EMANUEL
 CL1896  USGS QUAD   -  DELLWOOD (1971)
 CL1896
 CL1896                         *CURRENT SURVEY CONTROL
 CL1896  ___________________________________________________________________
 CL1896* NAD 83(1994)-  32 41 00.95015(N)    082 23 24.40417(W)     ADJUSTED  
 CL1896* NAVD 88     -       110.3    (meters)     362.     (feet)  VERTCON   
 CL1896  ___________________________________________________________________
 CL1896  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CL1896  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CL1896
 CL1896  HORZ ORDER  -  FIRST
 CL1896
 CL1896.The horizontal coordinates were established by classical geodetic methods
 CL1896.and adjusted by the National Geodetic Survey in September 1997..
 CL1896
 CL1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1896
 CL1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1896
 CL1896.The geoid height was determined by GEOID03.
 CL1896
 CL1896;                    North         East     Units Scale Factor Converg.
 CL1896;SPC GA E     -   297,537.370   179,046.150   MT  0.99990541   -0 07 14.4
 CL1896;SPC GA E     -   976,170.52    587,420.58   sFT  0.99990541   -0 07 14.4
 CL1896;UTM  17      - 3,617,065.225   369,674.615   MT  0.99980943   -0 45 02.8
 CL1896
 CL1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1896!SPC GA E     -   0.99998723  x   0.99990541  =   0.99989264
 CL1896!UTM  17      -   0.99998723  x   0.99980943  =   0.99979666
 CL1896
 CL1896:                Primary Azimuth Mark                     Grid Az
 CL1896:SPC GA E     -  BV 053 214                               152 39 31.8
 CL1896:UTM  17      -  BV 053 214                               153 17 20.2
 CL1896
 CL1896|---------------------------------------------------------------------|
 CL1896| PID    Reference Object                     Distance      Geod. Az  |
 CL1896|                                                           dddmmss.s |
 CL1896| CL1893 BV 053 214                          APPROX. 2.7 KM 1523217.4 |
 CL1896| CY7277 BV 053 213 RM 1                      28.848 METERS 34222     |
 CL1896|---------------------------------------------------------------------|
 CL1896
 CL1896                          SUPERSEDED SURVEY CONTROL
 CL1896
 CL1896  NAD 83(1986)-  32 41 00.95517(N)    082 23 24.40329(W) AD(       ) 1
 CL1896  NAD 27      -  32 41 00.37691(N)    082 23 24.94194(W) AD(       ) 1
 CL1896  NGVD 29 (07/19/86)  110.5    (m)          363.     (f) VERT ANG       
 CL1896
 CL1896.Superseded values are not recommended for survey control.
 CL1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1896.See file dsdata.txt to determine how the superseded data were derived.
 CL1896
 CL1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6967517065(NAD 83)
 CL1896_MARKER: DD = SURVEY DISK
 CL1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1896
 CL1896  HISTORY     - Date     Condition        Report By
 CL1896  HISTORY     - 1978     MONUMENTED       GADT
 CL1896
 CL1896                          STATION DESCRIPTION
 CL1896
 CL1896'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1896'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST-NORTHWEST OF MODOC,
 CL1896'6-3/4 MILES NORTH-NORTHWEST OF SWAINSBORO, AND 7-1/4 MILES EAST OF
 CL1896'KITE ON STATE RIGHT OF WAY.
 CL1896'
 CL1896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1896'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1896'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.05 MILES TO THE JUNCTION OF DIRT
 CL1896'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1896'(STATE ROUTE 4) FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102
 CL1896'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 CL1896'FOR 0.9 MILE TO THE JUNCTION OF A LONG DIRT DRIVEWAY THROUGH WOODS TO
 CL1896'THE LEFT AND THE STATION ON THE LEFT.
 CL1896'
 CL1896'THE STATION IS LOCATED 51 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL1896'HIGHWAY, 21 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY TO THE
 CL1896'WEST, 107.0 FEET WEST-SOUTHWEST OF UNDERGROUND TELEPHONE CABLE
 CL1896'PEDESTAL NUMBER 58 ON THE EAST SIDE OF THE HIGHWAY, AND 3.0 FEET EAST-
 CL1896'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1896'STAMPED---053-213 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1896'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1896'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1896'STAMPED---053-213 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1896'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1896'
 CL1896'REFERENCE MARK 1 IS LOCATED 51 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL1896'OF THE HIGHWAY, 83.0 FEET SOUTH OF THE WEST END OF A 30 INCH CONCRETE
 CL1896'CROSSDRAIN CULVERT UNDER THE HIGHWAY, 127.0 FEET SOUTHWEST OF A POWER
 CL1896'POLE ON THE EAST SIDE OF THE HIGHWAY, 155.5 FEET WEST-NORTHWEST OF
 CL1896'UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 58 ON THE EAST SIDE OF THE
 CL1896'HIGHWAY, AND 2.7 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1896'STANDARD DISK STAMPED---053-213 1978 RM 1---, SET IN THE TOP OF A 10
 CL1896'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1896'WITH STEEL RODS EMBEDDED.
 CL1896'
 CL1896'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1896'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
 CL1896'
 CL1896'NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.  BV 053 212 GADT
 CL1896'OR BV 053 214 GADT MAY BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1893 ***********************************************************************
 CL1893  DESIGNATION -  BV 053 214
 CL1893  PID         -  CL1893
 CL1893  STATE/COUNTY-  GA/EMANUEL
 CL1893  USGS QUAD   -  DELLWOOD (1971)
 CL1893
 CL1893                         *CURRENT SURVEY CONTROL
 CL1893  ___________________________________________________________________
 CL1893* NAD 83(1994)-  32 39 42.53014(N)    082 22 36.22399(W)     ADJUSTED  
 CL1893* NAVD 88     -       117.     (meters)     384.     (feet)  VERTCON   
 CL1893  ___________________________________________________________________
 CL1893  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CL1893  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CL1893
 CL1893  HORZ ORDER  -  FIRST
 CL1893
 CL1893.The horizontal coordinates were established by classical geodetic methods
 CL1893.and adjusted by the National Geodetic Survey in September 1997..
 CL1893
 CL1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1893
 CL1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1893
 CL1893.The geoid height was determined by GEOID03.
 CL1893
 CL1893;                    North         East     Units Scale Factor Converg.
 CL1893;SPC GA E     -   295,119.298   180,296.412   MT  0.99990479   -0 06 48.1
 CL1893;SPC GA E     -   968,237.23    591,522.48   sFT  0.99990479   -0 06 48.1
 CL1893;UTM  17      - 3,614,633.792   370,898.099   MT  0.99980552   -0 44 35.1
 CL1893
 CL1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1893!SPC GA E     -   0.99998621  x   0.99990479  =   0.99989100
 CL1893!UTM  17      -   0.99998621  x   0.99980552  =   0.99979173
 CL1893
 CL1893|---------------------------------------------------------------------|
 CL1893| PID    Reference Object                     Distance      Geod. Az  |
 CL1893|                                                           dddmmss.s |
 CL1893| CL1826 DELLWOOD                            350.692 METERS 04427     |
 CL1893| CL1840 BV 053 214 GADT AZ MK               APPROX. 1.4 KM 1545611.8 |
 CL1893| CL1892 BV 053 214 GADT AZ TPT               23.161 METERS 15456     |
 CL1893| CY7278 BV 053 214 RM 1                      25.606 METERS 33417     |
 CL1893|---------------------------------------------------------------------|
 CL1893
 CL1893                          SUPERSEDED SURVEY CONTROL
 CL1893
 CL1893  NAD 83(1986)-  32 39 42.53522(N)    082 22 36.22364(W) AD(       ) 1
 CL1893  NAD 27      -  32 39 41.95504(N)    082 22 36.76347(W) AD(       ) 1
 CL1893  NGVD 29 (07/19/86)  117.     (m)          384.     (f) VERT ANG       
 CL1893
 CL1893.Superseded values are not recommended for survey control.
 CL1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1893.See file dsdata.txt to determine how the superseded data were derived.
 CL1893
 CL1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7089814634(NAD 83)
 CL1893_MARKER: DD = SURVEY DISK
 CL1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1893
 CL1893  HISTORY     - Date     Condition        Report By
 CL1893  HISTORY     - 1978     MONUMENTED       GADT
 CL1893
 CL1893                          STATION DESCRIPTION
 CL1893
 CL1893'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1893'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST OF MODOC, 8-1/2
 CL1893'MILES EAST-SOUTHEAST OF KITE, AND 4-3/4 MILES NORTH-NORTHWEST OF
 CL1893'SWAINSBORO ON STATE RIGHT OF WAY.
 CL1893'
 CL1893'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1893'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1893'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.05 MILES TO THE JUNCTION OF DIRT
 CL1893'COUNTY ROAD 96 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1
 CL1893'FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTH
 CL1893'ALONG U.S. HIGHWAY 1 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 CL1893'
 CL1893'THE STATION IS LOCATED 44.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 CL1893'THE HIGHWAY, 5.2 FEET WEST-SOUTHWEST OF A WITNESS POST, 210.0 FEET
 CL1893'NORTH-NORTHEAST OF A 20 INCH PINE TREE ON THE WEST SIDE OF THE
 CL1893'HIGHWAY, AND 121.0 FEET NORTH-NORTHWEST OF A 10 INCH PINE TREE AT THE
 CL1893'NORTHWESTERN CORNER OF THE WOODS.  IT IS A STANDARD BRASS DISK
 CL1893'STAMPED---053-214 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1893'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1893'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1893'STAMPED---053-214 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1893'APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CL1893'
 CL1893'REFERENCE MARK 1 IS LOCATED 45.0 FEET EAST-NORTHEAST OF THE CENTERLINE
 CL1893'OF THE HIGHWAY, 2.8 FEET WEST-SOUTHWEST OF A WITNESS POST, 287.5 FEET
 CL1893'NORTH OF THE 20 INCH PINE TREE, AND 205.0 FEET NORTH-NORTHWEST OF THE
 CL1893'10 INCH PINE TREE.  IT IS A STANDARD DISK STAMPED---053-214 1978 RM
 CL1893'1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL1893'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1893'
 CL1893'THE AZIMUTH MARK IS LOCATED 44.0 FEET WEST OF THE CENTERLINE OF U.S.
 CL1893'HIGHWAY 1, 76.0 FEET NORTH-NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL1893'PEDESTAL, 173.0 FEET SOUTHWEST OF A RIGHT OF WAY MARKER ON THE EAST
 CL1893'SIDE OF THE HIGHWAY, AND 3.5 FEET EAST OF A WITNESS POST.  IT IS A
 CL1893'STANDARD DISK STAMPED---053-214 1978 AZ MK---, SET IN THE TOP OF A 10
 CL1893'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1893'WITH STEEL RODS EMBEDDED.
 CL1893'
 CL1893'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1893'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1840 ***********************************************************************
 CL1840  DESIGNATION -  BV 053 214 GADT AZ MK
 CL1840  PID         -  CL1840
 CL1840  STATE/COUNTY-  GA/EMANUEL
 CL1840  USGS QUAD   -  SUMMERTOWN (1985)
 CL1840
 CL1840                         *CURRENT SURVEY CONTROL
 CL1840  ___________________________________________________________________
 CL1840* NAD 83(1994)-  32 39 01.29306(N)    082 22 13.42911(W)     ADJUSTED  
 CL1840* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 CL1840  ___________________________________________________________________
 CL1840  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CL1840  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CL1840
 CL1840  HORZ ORDER  -  SECOND
 CL1840
 CL1840.The horizontal coordinates were established by classical geodetic methods
 CL1840.and adjusted by the National Geodetic Survey in September 1997..
 CL1840
 CL1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1840
 CL1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1840
 CL1840.The geoid height was determined by GEOID03.
 CL1840
 CL1840;                    North         East     Units Scale Factor Converg.
 CL1840;SPC GA E     -   293,847.952   180,887.902   MT  0.99990450   -0 06 35.7
 CL1840;SPC GA E     -   964,066.16    593,463.06   sFT  0.99990450   -0 06 35.7
 CL1840;UTM  17      - 3,613,356.151   371,475.524   MT  0.99980369   -0 44 22.0
 CL1840
 CL1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1840!SPC GA E     -   0.99998605  x   0.99990450  =   0.99989055
 CL1840!UTM  17      -   0.99998605  x   0.99980369  =   0.99978974
 CL1840
 CL1840                          SUPERSEDED SURVEY CONTROL
 CL1840
 CL1840  NAD 83(1986)-  32 39 01.29807(N)    082 22 13.42898(W) AD(       ) 2
 CL1840  NAD 27      -  32 39 00.71684(N)    082 22 13.96933(W) AD(       ) 2
 CL1840  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 CL1840
 CL1840.Superseded values are not recommended for survey control.
 CL1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1840.See file dsdata.txt to determine how the superseded data were derived.
 CL1840
 CL1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7147613356(NAD 83)
 CL1840_MARKER: DD = SURVEY DISK
 CL1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1840+STABILITY: SURFACE MOTION
 CL1840
 CL1840  HISTORY     - Date     Condition        Report By
 CL1840  HISTORY     - 1978     MONUMENTED       GADT
 CL1840
 CL1840                          STATION DESCRIPTION
 CL1840
 CL1840'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1840'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST OF MODOC, 8-3/4
 CL1840'MILES EAST-SOUTHEAST OF KITE, AND 4 MILES NORTH-NORTHWEST OF
 CL1840'SWAINSBORO ON STATE RIGHT OF WAY.
 CL1840'
 CL1840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1840'26 ) AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1840'U.S. HIGHWAY 1 FOR 3.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 96
 CL1840'TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 FOR 1.25 MILE
 CL1840'TO THE STATION ON THE LEFT.
 CL1840'
 CL1840'THE STATION IS LOCATED 44.0 FEET WEST OF THE CENTERLINE OF THE
 CL1840'HIGHWAY, 76.0 FEET NORTH-NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL1840'PEDESTAL, 173.0 FEET SOUTHWEST OF A RIGHT OF WAY MARKER ON THE EAST
 CL1840'SIDE OF THE HIGHWAY, AND 3.5 FEET EAST OF A WITNESS POST.
 CL1840'IT IS A STANDARD
 CL1840'BRASS DISK STAMPED---053-214 1978 AZ MK---, SET IN THE TOP OF A 10
 CL1840'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1840'WITH STEEL RODS EMBEDDED.
 CL1840'
 CL1840'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1840'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1813 ***********************************************************************
 CL1813  DESIGNATION -  BV 053 215 GADT
 CL1813  PID         -  CL1813
 CL1813  STATE/COUNTY-  GA/EMANUEL
 CL1813  USGS QUAD   -  CANOOCHEE (1971)
 CL1813
 CL1813                         *CURRENT SURVEY CONTROL
 CL1813  ___________________________________________________________________
 CL1813* NAD 83(1994)-  32 44 16.73906(N)    082 12 39.54236(W)     ADJUSTED  
 CL1813* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1813  ___________________________________________________________________
 CL1813  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL1813  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CL1813
 CL1813  HORZ ORDER  -  SECOND
 CL1813
 CL1813.The horizontal coordinates were established by classical geodetic methods
 CL1813.and adjusted by the National Geodetic Survey in September 1997..
 CL1813
 CL1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1813
 CL1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1813
 CL1813.The geoid height was determined by GEOID03.
 CL1813
 CL1813;                    North         East     Units Scale Factor Converg.
 CL1813;SPC GA E     -   303,546.921   195,846.621   MT  0.99990021   -0 01 26.3
 CL1813;SPC GA E     -   995,886.86    642,540.12   sFT  0.99990021   -0 01 26.3
 CL1813;UTM  17      - 3,622,888.832   386,538.201   MT  0.99975874   -0 39 17.9
 CL1813
 CL1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1813!SPC GA E     -   0.99999051  x   0.99990021  =   0.99989072
 CL1813!UTM  17      -   0.99999051  x   0.99975874  =   0.99974925
 CL1813
 CL1813:                Primary Azimuth Mark                     Grid Az
 CL1813:SPC GA E     -  BV 053 215 GADT AZ MK                    109 51 00.3
 CL1813:UTM  17      -  BV 053 215 GADT AZ MK                    110 28 51.9
 CL1813
 CL1813|---------------------------------------------------------------------|
 CL1813| PID    Reference Object                     Distance      Geod. Az  |
 CL1813|                                                           dddmmss.s |
 CL1813| CL1811 BV 053 215 GADT AZ MK               APPROX. 0.5 KM 1094934.0 |
 CL1813| CL1814 BV 053 215 GADT RM 1                 22.418 METERS 19911     |
 CL1813|---------------------------------------------------------------------|
 CL1813
 CL1813                          SUPERSEDED SURVEY CONTROL
 CL1813
 CL1813  NAD 83(1986)-  32 44 16.74271(N)    082 12 39.54017(W) AD(       ) 2
 CL1813  NAD 27      -  32 44 16.17180(N)    082 12 40.09770(W) AD(       ) 2
 CL1813  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1813
 CL1813.Superseded values are not recommended for survey control.
 CL1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1813.See file dsdata.txt to determine how the superseded data were derived.
 CL1813
 CL1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8653822889(NAD 83)
 CL1813_MARKER: DD = SURVEY DISK
 CL1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1813+STABILITY: SURFACE MOTION
 CL1813
 CL1813  HISTORY     - Date     Condition        Report By
 CL1813  HISTORY     - 1979     MONUMENTED       GADT
 CL1813
 CL1813                          STATION DESCRIPTION
 CL1813
 CL1813'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1813'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF SUMMERTOWN, 4-3/4
 CL1813'MILES NORTH-NORTHWEST OF CANOOCHEE, AND 5-3/4 MILES SOUTH-SOUTHEAST OF
 CL1813'MIDVILLE ON THE PROPERTY OF MR. GUY W. SMITH, RFD, MIDVILLE,
 CL1813'TELEPHONE 912-763-2318.  THE SMITH RESIDENCE IS THE FIRST HOUSE ON
 CL1813'THE LEFT GOING NORTH FROM THE AZIMUTH MARK.
 CL1813'
 CL1813'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 192 IN
 CL1813'SUMMERTOWN, GO EAST ALONG STATE ROUTE 192 FOR 1.9 MILES TO THE
 CL1813'JUNCTION OF COUNTY ROAD 3 CROSSING (PAVED TO THE LEFT AND DIRT TO THE
 CL1813'RIGHT).  CONTINUE GOING EAST ALONG STATE ROUTE 192 FOR 1.35 MILES TO
 CL1813'THE JUNCTION OF PAVED COUNTY ROAD 15 TO THE LEFT.  TURN LEFT GOING
 CL1813'NORTH ALONG COUNTY ROAD 15 FOR 0.45 MILE TO THE JUNCTION OF DIRT
 CL1813'COUNTY ROAD 13 FORKING TO THE LEFT.  TURN LEFT GOING NORTH TO EAST
 CL1813'ALONG COUNTY ROAD 13 FOR 1.0 MILE TO THE STATION ON THE LEFT.
 CL1813'
 CL1813'THE STATION IS LOCATED APPROXIMATELY 315 FEET NORTH-NORTHEAST OF THE
 CL1813'CENTERLINE OF COUNTY ROAD 13, 3.0 FEET WEST-SOUTHWEST OF A WITNESS
 CL1813'POST SET AT A FENCE CORNER, 30.7 FEET EAST OF THE SOUTHEASTERN CORNER
 CL1813'OF AN OLD HOUSE WITH METAL CORRUGATED ROOF, 57.0 FEET EAST-NORTHEAST
 CL1813'OF THE SOUTHWESTERN CORNER OF THE HOUSE, AND 146.3 FEET NORTHEAST OF A
 CL1813'POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED---053-215 1978---,
 CL1813'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1813'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL1813'STATION IS A STANDARD DISK STAMPED---053-215 1978---, SET IN AN
 CL1813'IRREGULAR MASS OF CONCRETE 0.85 METERS BELOW THE SURFACE OF THE
 CL1813'GROUND.
 CL1813'
 CL1813'REFERENCE MARK 1 IS LOCATED APPROXIMATELY 255 FEET NORTH-NORTHEAST OF
 CL1813'THE CENTERLINE OF COUNTY ROAD 13, 80.8 FEET SOUTH OF THE SOUTHEASTERN
 CL1813'CORNER OF THE OLD HOUSE, 73.5 FEET SOUTH-SOUTHEAST OF THE SOUTHWESTERN
 CL1813'CORNER OF THE HOUSE, AND 86.7 FEET
 CL1813'NORTHEAST OF A POWER POLE.  NO WITNESS
 CL1813'POST WAS SET AT THE PROPERTY OWNERS REQUEST.  IT IS A STANDARD DISK
 CL1813'STAMPED---053-215 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1813'CYLINDRICAL CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND
 CL1813'WITH STEEL RODS EMBEDDED.
 CL1813'
 CL1813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG COUNTY ROAD
 CL1813'13 FOR 0.35 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY
 CL1813'ROAD 9 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 9 FOR
 CL1813'APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE RIGHT.  IT IS
 CL1813'LOCATED 26 FEET EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 9,
 CL1813'46.2 FEET EAST-NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD,
 CL1813'221.5 FEET NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL1813'THE COUNTY ROADS, 40.9 FEET NORTH-NORTHWEST OF A POWER POLE, 2.2 FEET
 CL1813'EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 2.0 FEET
 CL1813'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-215
 CL1813'1978 AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1813'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1813'
 CL1813'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1813'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1811 ***********************************************************************
 CL1811  DESIGNATION -  BV 053 215 GADT AZ MK
 CL1811  PID         -  CL1811
 CL1811  STATE/COUNTY-  GA/EMANUEL
 CL1811  USGS QUAD   -  CANOOCHEE (1971)
 CL1811
 CL1811                         *CURRENT SURVEY CONTROL
 CL1811  ___________________________________________________________________
 CL1811* NAD 83(1994)-  32 44 10.86177(N)    082 12 20.25608(W)     ADJUSTED  
 CL1811* NAVD 88     -        89.     (meters)     292.     (feet)  VERTCON   
 CL1811  ___________________________________________________________________
 CL1811  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CL1811  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CL1811
 CL1811  HORZ ORDER  -  SECOND
 CL1811
 CL1811.The horizontal coordinates were established by classical geodetic methods
 CL1811.and adjusted by the National Geodetic Survey in September 1997..
 CL1811
 CL1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1811
 CL1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1811
 CL1811.The geoid height was determined by GEOID03.
 CL1811
 CL1811;                    North         East     Units Scale Factor Converg.
 CL1811;SPC GA E     -   303,365.689   196,348.636   MT  0.99990016   -0 01 15.8
 CL1811;SPC GA E     -   995,292.26    644,187.15   sFT  0.99990016   -0 01 15.8
 CL1811;UTM  17      - 3,622,702.109   387,038.118   MT  0.99975734   -0 39 07.3
 CL1811
 CL1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1811!SPC GA E     -   0.99999066  x   0.99990016  =   0.99989082
 CL1811!UTM  17      -   0.99999066  x   0.99975734  =   0.99974801
 CL1811
 CL1811                          SUPERSEDED SURVEY CONTROL
 CL1811
 CL1811  NAD 83(1986)-  32 44 10.86540(N)    082 12 20.25394(W) AD(       ) 2
 CL1811  NAD 27      -  32 44 10.29439(N)    082 12 20.81196(W) AD(       ) 2
 CL1811  NGVD 29 (07/19/86)   89.     (m)          292.     (f) VERT ANG       
 CL1811
 CL1811.Superseded values are not recommended for survey control.
 CL1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1811.See file dsdata.txt to determine how the superseded data were derived.
 CL1811
 CL1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8703822702(NAD 83)
 CL1811_MARKER: DD = SURVEY DISK
 CL1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1811+STABILITY: SURFACE MOTION
 CL1811
 CL1811  HISTORY     - Date     Condition        Report By
 CL1811  HISTORY     - 1979     MONUMENTED       GADT
 CL1811
 CL1811                          STATION DESCRIPTION
 CL1811
 CL1811'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1811'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST OF SUMMERTOWN,
 CL1811'4-1/2 MILES NORTH-NORTHWEST OF CANOOCHEE, AND 6 MILES SOUTH-SOUTHEAST
 CL1811'OF MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1811'
 CL1811'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 192 IN
 CL1811'SUMMERTOWN, GO EAST ALONG STATE ROUTE 192 FOR 1.9 MILES TO THE
 CL1811'JUNCTION OF COUNTY ROAD 3 CROSSING (PAVED TO THE LEFT AND DIRT TO THE
 CL1811'RIGHT).  CONTINUE GOING EAST ALONG STATE ROUTE 192 FOR 1.35 MILES TO
 CL1811'THE JUNCTION OF PAVED COUNTY ROAD 15 TO THE LEFT.  TURN LEFT GOING
 CL1811'NORTH ALONG COUNTY ROAD 15 FOR 0.45 MILE TO THE JUNCTION OF DIRT
 CL1811'COUNTY ROAD 13 FORKING TO THE LEFT.  TURN LEFT AND GO NORTH TO EAST
 CL1811'ALONG COUNTY ROAD 13 FOR 1.35 MILES TO ITS TERMINATION AT THE JUNCTION
 CL1811'OF DIRT COUNTY ROAD 9 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY
 CL1811'ROAD 9 FOR APPROXIMATELY 200 FEET TO THE STATION ON THE RIGHT.
 CL1811'
 CL1811'THE STATION IS LOCATED 26 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 CL1811'DIRT COUNTY ROAD 9, 46.2 FEET EAST-NORTHEAST OF A POWER POLE ON THE
 CL1811'WEST SIDE OF THE ROAD, 221.5 FEET NORTH OF THE POINT OF INTERSECTION
 CL1811'OF THE CENTERLINES OF THE COUNTY ROADS, 40.9 FEET NORTH-NORTHWEST OF A
 CL1811'POWER POLE, 2.2 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1811'AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1811'STAMPED---053-215 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1811'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1811'STEEL RODS EMBEDDED.
 CL1811'
 CL1811'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1811'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1814 ***********************************************************************
 CL1814  DESIGNATION -  BV 053 215 GADT RM 1
 CL1814  PID         -  CL1814
 CL1814  STATE/COUNTY-  GA/EMANUEL
 CL1814  USGS QUAD   -  CANOOCHEE (1971)
 CL1814
 CL1814                         *CURRENT SURVEY CONTROL
 CL1814  ___________________________________________________________________
 CL1814* NAD 83(1994)-  32 44 16.05172(N)    082 12 39.82525(W)     ADJUSTED  
 CL1814* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1814  ___________________________________________________________________
 CL1814  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 CL1814  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 CL1814
 CL1814  HORZ ORDER  -  SECOND
 CL1814
 CL1814.The horizontal coordinates were established by classical geodetic methods
 CL1814.and adjusted by the National Geodetic Survey in September 1997..
 CL1814
 CL1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1814
 CL1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1814
 CL1814.The geoid height was determined by GEOID03.
 CL1814
 CL1814;                    North         East     Units Scale Factor Converg.
 CL1814;SPC GA E     -   303,525.752   195,839.247   MT  0.99990021   -0 01 26.4
 CL1814;SPC GA E     -   995,817.40    642,515.93   sFT  0.99990021   -0 01 26.4
 CL1814;UTM  17      - 3,622,867.749   386,530.596   MT  0.99975876   -0 39 18.0
 CL1814
 CL1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1814!SPC GA E     -   0.99999051  x   0.99990021  =   0.99989072
 CL1814!UTM  17      -   0.99999051  x   0.99975876  =   0.99974927
 CL1814
 CL1814                          SUPERSEDED SURVEY CONTROL
 CL1814
 CL1814  NAD 83(1986)-  32 44 16.05538(N)    082 12 39.82306(W) AD(       ) 2
 CL1814  NAD 27      -  32 44 15.48445(N)    082 12 40.38057(W) AD(       ) 2
 CL1814  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1814
 CL1814.Superseded values are not recommended for survey control.
 CL1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1814.See file dsdata.txt to determine how the superseded data were derived.
 CL1814
 CL1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8653122868(NAD 83)
 CL1814_MARKER: DD = SURVEY DISK
 CL1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1814+STABILITY: SURFACE MOTION
 CL1814
 CL1814  HISTORY     - Date     Condition        Report By
 CL1814  HISTORY     - 1979     MONUMENTED       GADT
 CL1814
 CL1814                          STATION DESCRIPTION
 CL1814
 CL1814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1814'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF SUMMERTOWN, 4-3/4
 CL1814'MILES NORTH-NORTHWEST OF CANOOCHEE, AND 5-3/4 MILES SOUTH-SOUTHEAST OF
 CL1814'MIDVILLE ON THE PROPERTY OF MR. GUY W. SMITH, RFD, MIDVILLE TELEPHONE
 CL1814'912-763-2318.
 CL1814'
 CL1814'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 192 IN
 CL1814'SUMMERTOWN, GO EAST ALONG STATE ROUTE 192 FOR 1.9 MILES TO THE
 CL1814'JUNCTION OF COUNTY ROAD 3 CROSSING (PAVED TO THE LEFT AND DIRT TO THE
 CL1814'RIGHT).  CONTINUE GOING EAST ALONG STATE ROUTE 192 FOR 1.35 MILES TO
 CL1814'THE JUNCTION OF PAVED COUNTY ROAD 15 TO THE LEFT.  TURN LEFT GOING
 CL1814'NORTH ALONG COUNTY ROAD 15 FOR 0.45 MILE TO THE JUNCTION OF DIRT
 CL1814'COUNTY ROAD 13 FORKING TO THE LEFT.  TURN LEFT GOING NORTH TO EAST
 CL1814'ALONG COUNTY ROAD 13 FOR 1.0 MILE TO THE STATION ON THE LEFT.
 CL1814'
 CL1814'THE STATION IS LOCATED APPROXIMATELY 255 FEET NORTH-NORTHEAST OF THE
 CL1814'CENTERLINE OF COUNTY ROAD 13, 80.8 FEET SOUTH OF THE SOUTHEASTERN
 CL1814'CORNER OF AN OLD HOUSE WITH METAL CORRUGATED ROOF, 73.5 FEET SOUTH-
 CL1814'SOUTHEAST OF THE SOUTHWESTERN CORNER OF THE HOUSE, AND 86.7 FEET
 CL1814'NORTHEAST OF A POWER POLE.  NO WITNESS POST WAS SET AT THE PROPERTY
 CL1814'OWNERS REQUEST.  IT IS A STANDARD BRASS DISK STAMPED---053-215 1978
 CL1814'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1814'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1814'
 CL1814'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1814'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1884 ***********************************************************************
 CL1884  DESIGNATION -  BV 053 216 GADT
 CL1884  PID         -  CL1884
 CL1884  STATE/COUNTY-  GA/EMANUEL
 CL1884  USGS QUAD   -  NORRISTOWN (1971)
 CL1884
 CL1884                         *CURRENT SURVEY CONTROL
 CL1884  ___________________________________________________________________
 CL1884* NAD 83(1994)-  32 37 19.20823(N)    082 28 10.24853(W)     ADJUSTED  
 CL1884* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 CL1884  ___________________________________________________________________
 CL1884  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CL1884  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL1884
 CL1884  HORZ ORDER  -  SECOND
 CL1884
 CL1884.The horizontal coordinates were established by classical geodetic methods
 CL1884.and adjusted by the National Geodetic Survey in September 1997..
 CL1884
 CL1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1884
 CL1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1884
 CL1884.The geoid height was determined by GEOID03.
 CL1884
 CL1884;                    North         East     Units Scale Factor Converg.
 CL1884;SPC GA E     -   290,725.701   171,580.712   MT  0.99990996   -0 09 47.8
 CL1884;SPC GA E     -   953,822.57    562,927.72   sFT  0.99990996   -0 09 47.8
 CL1884;UTM  17      - 3,610,336.577   362,135.427   MT  0.99983437   -0 47 32.4
 CL1884
 CL1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1884!SPC GA E     -   0.99999026  x   0.99990996  =   0.99990023
 CL1884!UTM  17      -   0.99999026  x   0.99983437  =   0.99982464
 CL1884
 CL1884:                Primary Azimuth Mark                     Grid Az
 CL1884:SPC GA E     -  BV 053 216 GADT RM 2                     099 54 22.0
 CL1884:UTM  17      -  BV 053 216 GADT RM 2                     100 32 06.6
 CL1884
 CL1884|---------------------------------------------------------------------|
 CL1884| PID    Reference Object                     Distance      Geod. Az  |
 CL1884|                                                           dddmmss.s |
 CL1884| CL1879 BV 053 216 GADT RM 2                448.380 METERS 0994434.2 |
 CL1884| CL1883 BV 053 216 GADT RM 1                 24.276 METERS 16035     |
 CL1884|---------------------------------------------------------------------|
 CL1884
 CL1884                          SUPERSEDED SURVEY CONTROL
 CL1884
 CL1884  NAD 83(1986)-  32 37 19.21332(N)    082 28 10.24784(W) AD(       ) 2
 CL1884  NAD 27      -  32 37 18.62858(N)    082 28 10.77764(W) AD(       ) 2
 CL1884  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 CL1884
 CL1884.Superseded values are not recommended for survey control.
 CL1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1884.See file dsdata.txt to determine how the superseded data were derived.
 CL1884
 CL1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6213510337(NAD 83)
 CL1884_MARKER: DD = SURVEY DISK
 CL1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1884+STABILITY: SURFACE MOTION
 CL1884
 CL1884  HISTORY     - Date     Condition        Report By
 CL1884  HISTORY     - 1978     MONUMENTED       GADT
 CL1884
 CL1884                          STATION DESCRIPTION
 CL1884
 CL1884'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1884'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTH-SOUTHEAST OF
 CL1884'KITE, 7-3/4 MILES NORTH OF NORRISTOWN, AND 8 MILES WEST OF SWAINSBORO
 CL1884'ON COUNTY RIGHT OF WAY.
 CL1884'
 CL1884'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1884'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO SOUTH ALONG U.S. HIGHWAY 221
 CL1884'(STATE ROUTE 171) FOR 2.7 MILES TO THE JUNCTION OF DIRT JOHNSON COUNTY
 CL1884'ROAD 157 TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 157
 CL1884'(CHANGES TO EMANUEL COUNTY ROAD 127) FOR 2.2 MILES TO THE JUNCTION OF
 CL1884'DIRT COUNTY ROAD 125 CROSSING.  CONTINUE GOING SOUTHEAST ALONG COUNTY
 CL1884'ROAD 127 FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 CL1884'
 CL1884'THE STATION IS LOCATED 17 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL1884'ROAD, 183.5 FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 175.0 FEET
 CL1884'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL SOUTH OF A FENCE
 CL1884'CORNER POST ON THE EAST SIDE OF THE ROAD, AND 10.2 FEET EAST-NORTHEAST
 CL1884'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1884'STAMPED---053-216 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1884'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1884'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1884'STAMPED---053-216 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1884'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1884'
 CL1884'REFERENCE MARK 1 IS LOCATED 19 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL1884'OF THE ROAD, 103.7 FEET NORTH-NORTHWEST OF THE FENCE CORNER POST,
 CL1884'127.5 FEET NORTH-NORTHWEST OF THE WEST END POST OF A RED AND WHITE
 CL1884'SLATTED CHAIN LINK FENCE, 100.8 FEET NORTHWEST OF THE UNDERGROUND
 CL1884'TELEPHONE CABLE PEDESTAL, AND 6.3 FEET EAST-NORTHEAST OF A WITNESS
 CL1884'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED---053-216 1978
 CL1884'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1884'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1884'
 CL1884'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTHEAST ALONG COUNTY
 CL1884'ROAD 127 FOR 0.45 MILE TO ITS TERMINATION AT THE JUNCTION OF PAVED
 CL1884'COUNTY ROAD 442 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 442
 CL1884'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 47 FEET
 CL1884'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 131.2 FEET
 CL1884'NORTH-NORTHEAST OF A POWER POLE, 117.3 FEET WEST-SOUTHWEST OF THE
 CL1884'SOUTH END OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD ACCESS ROAD TO
 CL1884'THE EAST, 189.5 FEET NORTH-NORTHWEST OF THE NORTH END OF ANOTHER 18
 CL1884'INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE WEST TO A HOUSE TRAILER
 CL1884'LOCATED BEHIND AN OLD FRAME HOUSE, AND 2.9 FEET EAST-SOUTHEAST OF A
 CL1884'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL1884'STAMPED---053-216 1978 RM 2---, SET IN THE TOP OF A 10 INCH
 CL1884'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1884'STEEL RODS EMBEDDED.
 CL1884'
 CL1884'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1884'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1884'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1879 ***********************************************************************
 CL1879  DESIGNATION -  BV 053 216 GADT RM 2
 CL1879  PID         -  CL1879
 CL1879  STATE/COUNTY-  GA/EMANUEL
 CL1879  USGS QUAD   -  NORRISTOWN (1971)
 CL1879
 CL1879                         *CURRENT SURVEY CONTROL
 CL1879  ___________________________________________________________________
 CL1879* NAD 83(1994)-  32 37 16.74475(N)    082 27 53.29722(W)     ADJUSTED  
 CL1879* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL1879  ___________________________________________________________________
 CL1879  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1879  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CL1879
 CL1879  HORZ ORDER  -  SECOND
 CL1879
 CL1879.The horizontal coordinates were established by classical geodetic methods
 CL1879.and adjusted by the National Geodetic Survey in September 1997..
 CL1879
 CL1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1879
 CL1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1879
 CL1879.The geoid height was determined by GEOID03.
 CL1879
 CL1879;                    North         East     Units Scale Factor Converg.
 CL1879;SPC GA E     -   290,648.572   172,022.367   MT  0.99990965   -0 09 38.6
 CL1879;SPC GA E     -   953,569.52    564,376.72   sFT  0.99990965   -0 09 38.6
 CL1879;UTM  17      - 3,610,254.609   362,576.176   MT  0.99983287   -0 47 23.2
 CL1879
 CL1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1879!SPC GA E     -   0.99999074  x   0.99990965  =   0.99990039
 CL1879!UTM  17      -   0.99999074  x   0.99983287  =   0.99982361
 CL1879
 CL1879                          SUPERSEDED SURVEY CONTROL
 CL1879
 CL1879  NAD 83(1986)-  32 37 16.74984(N)    082 27 53.29654(W) AD(       ) 2
 CL1879  NAD 27      -  32 37 16.16502(N)    082 27 53.82646(W) AD(       ) 2
 CL1879  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CL1879
 CL1879.Superseded values are not recommended for survey control.
 CL1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1879.See file dsdata.txt to determine how the superseded data were derived.
 CL1879
 CL1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6257610255(NAD 83)
 CL1879_MARKER: DD = SURVEY DISK
 CL1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1879+STABILITY: SURFACE MOTION
 CL1879
 CL1879  HISTORY     - Date     Condition        Report By
 CL1879  HISTORY     - 1978     MONUMENTED       GADT
 CL1879
 CL1879                          STATION DESCRIPTION
 CL1879
 CL1879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1879'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES SOUTH-SOUTHEAST OF
 CL1879'KITE, 8 MILES NORTH-NORTHEAST OF NORRISTOWN, AND 7-3/4 MILES
 CL1879'WEST-NORTHWEST OF SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1879'
 CL1879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1879'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO SOUTH ALONG U.S. HIGHWAY 221
 CL1879'(STATE ROUTE 171) FOR 2.7 MILES TO THE JUNCTION OF DIRT JOHNSON COUNTY
 CL1879'ROAD 157 TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 157
 CL1879'(CHANGES TO EMANUEL COUNTY ROAD 127) FOR 2.2 MILES TO THE JUNCTION OF
 CL1879'DIRT COUNTY ROAD 125 CROSSING.  CONTINUE GOING SOUTHEAST ALONG COUNTY
 CL1879'ROAD 127 FOR 1.75 MILES TO ITS TERMINATION AT THE JUNCTION OF PAVED
 CL1879'COUNTY ROAD 442 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 442
 CL1879'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CL1879'
 CL1879'THE STATION IS LOCATED 47 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1879'ROAD, 131.2 FEET NORTH-NORTHEAST OF A POWER POLE, 117.3 FEET
 CL1879'WEST-SOUTHWEST OF THE SOUTH END OF AN 18 INCH CONCRETE CULVERT UNDER A
 CL1879'FIELD ACCESS DRIVEWAY TO THE EAST, 189.5 FEET NORTH-NORTHWEST OF THE
 CL1879'NORTH END OF ANOTHER 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE
 CL1879'WEST TO A HOUSE TRAILER LOCATED BEHIND AN OLD FRAME HOUSE, AND 2.9
 CL1879'FEET EAST-SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL1879'STANDARD BRASS DISK STAMPED---053-216 1978 RM 2---, SET IN THE TOP OF
 CL1879'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1879'GROUND WITH STEEL RODS EMBEDDED.
 CL1879'
 CL1879'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1879'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1879'EMANUEL COUNTY 1975 REVISED 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1883 ***********************************************************************
 CL1883  DESIGNATION -  BV 053 216 GADT RM 1
 CL1883  PID         -  CL1883
 CL1883  STATE/COUNTY-  GA/EMANUEL
 CL1883  USGS QUAD   -  NORRISTOWN (1971)
 CL1883
 CL1883                         *CURRENT SURVEY CONTROL
 CL1883  ___________________________________________________________________
 CL1883* NAD 83(1994)-  32 37 18.46502(N)    082 28 09.93885(W)     ADJUSTED  
 CL1883* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1883  ___________________________________________________________________
 CL1883  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CL1883  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL1883
 CL1883  HORZ ORDER  -  SECOND
 CL1883
 CL1883.The horizontal coordinates were established by classical geodetic methods
 CL1883.and adjusted by the National Geodetic Survey in September 1997..
 CL1883
 CL1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1883
 CL1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1883
 CL1883.The geoid height was determined by GEOID03.
 CL1883
 CL1883;                    North         East     Units Scale Factor Converg.
 CL1883;SPC GA E     -   290,702.786   171,588.719   MT  0.99990995   -0 09 47.6
 CL1883;SPC GA E     -   953,747.39    562,953.99   sFT  0.99990995   -0 09 47.6
 CL1883;UTM  17      - 3,610,313.576   362,143.182   MT  0.99983434   -0 47 32.2
 CL1883
 CL1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1883!SPC GA E     -   0.99999042  x   0.99990995  =   0.99990037
 CL1883!UTM  17      -   0.99999042  x   0.99983434  =   0.99982476
 CL1883
 CL1883                          SUPERSEDED SURVEY CONTROL
 CL1883
 CL1883  NAD 83(1986)-  32 37 18.47007(N)    082 28 09.93816(W) AD(       ) 2
 CL1883  NAD 27      -  32 37 17.88517(N)    082 28 10.46789(W) AD(       ) 2
 CL1883  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1883
 CL1883.Superseded values are not recommended for survey control.
 CL1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1883.See file dsdata.txt to determine how the superseded data were derived.
 CL1883
 CL1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6214310314(NAD 83)
 CL1883_MARKER: DD = SURVEY DISK
 CL1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1883+STABILITY: SURFACE MOTION
 CL1883
 CL1883  HISTORY     - Date     Condition        Report By
 CL1883  HISTORY     - 1978     MONUMENTED       GADT
 CL1883
 CL1883                          STATION DESCRIPTION
 CL1883
 CL1883'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1883'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTH-SOUTHEAST OF
 CL1883'KITE, 7-3/4 MILES NORTH OF NORRISTOWN, AND 8 MILES WEST OF SWAINSBORO
 CL1883'ON COUNTY RIGHT OF WAY.
 CL1883'
 CL1883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1883'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO SOUTH ALONG U.S. HIGHWAY 221
 CL1883'(STATE ROUTE 171) FOR 2.7 MILES TO THE JUNCTION OF DIRT JOHNSON COUNTY
 CL1883'ROAD 157 TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 157
 CL1883'(CHANGES TO EMANUEL COUNTY ROAD 127) FOR 2.2 MILES TO THE JUNCTION OF
 CL1883'DIRT COUNTY ROAD 125 CROSSING.  CONTINUE GOING SOUTHEAST ALONG COUNTY
 CL1883'ROAD 127 FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 CL1883'
 CL1883'THE STATION IS LOCATED 19 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL1883'ROAD, 103.7 FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 127.5 FEET
 CL1883'NORTH-NORTHWEST OF THE WEST END POST OF A RED AND WHITE SLATTED CHAIN
 CL1883'LINK FENCE, 100.8 FEET NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL1883'PEDESTAL SOUTH OF A FENCE CORNER POST ON THE EAST SIDE OF THE ROAD,
 CL1883'AND 6.3 FEET EAST-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT
 CL1883'IS A STANDARD BRASS DISK STAMPED---053-216 1978 RM 1---, SET IN THE
 CL1883'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1883'GROUND WITH STEEL RODS EMBEDDED.
 CL1883'
 CL1883'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1883'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL1883'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1839 ***********************************************************************
 CL1839  DESIGNATION -  BV 053 217 GADT
 CL1839  PID         -  CL1839
 CL1839  STATE/COUNTY-  GA/EMANUEL
 CL1839  USGS QUAD   -  SUMMERTOWN (1985)
 CL1839
 CL1839                         *CURRENT SURVEY CONTROL
 CL1839  ___________________________________________________________________
 CL1839* NAD 83(1994)-  32 40 34.85892(N)    082 19 09.06786(W)     ADJUSTED  
 CL1839* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL1839  ___________________________________________________________________
 CL1839  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CL1839  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CL1839
 CL1839  HORZ ORDER  -  SECOND
 CL1839
 CL1839.The horizontal coordinates were established by classical geodetic methods
 CL1839.and adjusted by the National Geodetic Survey in September 1997..
 CL1839
 CL1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1839
 CL1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1839
 CL1839.The geoid height was determined by GEOID03.
 CL1839
 CL1839;                    North         East     Units Scale Factor Converg.
 CL1839;SPC GA E     -   296,721.919   185,696.235   MT  0.99990252   -0 04 56.4
 CL1839;SPC GA E     -   973,495.16    609,238.40   sFT  0.99990252   -0 04 56.4
 CL1839;UTM  17      - 3,616,176.793   376,314.634   MT  0.99978864   -0 42 44.3
 CL1839
 CL1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1839!SPC GA E     -   0.99998889  x   0.99990252  =   0.99989141
 CL1839!UTM  17      -   0.99998889  x   0.99978864  =   0.99977754
 CL1839
 CL1839:                Primary Azimuth Mark                     Grid Az
 CL1839:SPC GA E     -  BV 053 217 GADT AZ MK                    045 57 59.1
 CL1839:UTM  17      -  BV 053 217 GADT AZ MK                    046 35 47.0
 CL1839
 CL1839|---------------------------------------------------------------------|
 CL1839| PID    Reference Object                     Distance      Geod. Az  |
 CL1839|                                                           dddmmss.s |
 CL1839| CL1837 BV 053 217 GADT AZ MK               491.664 METERS 0455302.7 |
 CL1839| CL1838 BV 053 217 GADT RM 1                 23.920 METERS 09644     |
 CL1839|---------------------------------------------------------------------|
 CL1839
 CL1839                          SUPERSEDED SURVEY CONTROL
 CL1839
 CL1839  NAD 83(1986)-  32 40 34.86347(N)    082 19 09.06616(W) AD(       ) 2
 CL1839  NAD 27      -  32 40 34.28533(N)    082 19 09.61164(W) AD(       ) 2
 CL1839  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL1839
 CL1839.Superseded values are not recommended for survey control.
 CL1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1839.See file dsdata.txt to determine how the superseded data were derived.
 CL1839
 CL1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7631516177(NAD 83)
 CL1839_MARKER: DD = SURVEY DISK
 CL1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1839+STABILITY: SURFACE MOTION
 CL1839
 CL1839  HISTORY     - Date     Condition        Report By
 CL1839  HISTORY     - 1978     MONUMENTED       GADT
 CL1839
 CL1839                          STATION DESCRIPTION
 CL1839
 CL1839'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1839'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH-NORTHWEST OF
 CL1839'MODOC, 5-1/2 MILES SOUTH-SOUTHWEST OF SUMMERTOWN, AND 5-1/2 MILES
 CL1839'NORTH OF SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1839'
 CL1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1839'26), AND U.S. HIGHWAY 1 (STATE ROUTE 4) IN SWAINSBORO, GO NORTH ALONG
 CL1839'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 0.8 MILE TO THE JUNCTION OF PAVED
 CL1839'COUNTY ROAD 91476 (MODOC ROAD) FORKING TO THE RIGHT.  TURN RIGHT GOING
 CL1839'NORTHEAST THEN NORTH ALONG COUNTY ROAD 91476 FOR 2.95 MILES TO THE
 CL1839'JUNCTION OF PAVED COUNTY ROAD 67 FORKING TO THE LEFT.  TURN LEFT GOING
 CL1839'NORTH ALONG COUNTY ROAD 67 FOR 2.3 MILES TO THE JUNCTION OF DIRT
 CL1839'COUNTY ROAD 59 CROSSING.  CONTINUE GOING NORTH ALONG COUNTY ROAD 67
 CL1839'FOR 0.35 MILE TO THE STATION ON THE LEFT.
 CL1839'
 CL1839'THE STATION IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 CL1839'ROAD 67, 173.6 FEET SOUTHWEST OF A GUY POLE ON THE WEST SIDE OF THE
 CL1839'ROAD, 185.0 FEET WEST-SOUTHWEST OF A POWER POLE ON THE EAST SIDE OF
 CL1839'THE ROAD GUYED BY THE GUY POLE, 296.8 FEET NORTH-NORTHEAST OF A POWER
 CL1839'POLE WITH TRANSFORMER ON THE EAST SIDE OF THE ROAD, AND 5.4 FEET
 CL1839'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1839'STAMPED---053-217 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1839'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1839'EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED---053-217
 CL1839'1978---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80 METER
 CL1839'BELOW THE SURFACE OF THE GROUND.
 CL1839'
 CL1839'REFERENCE MARK 1 IS LOCATED 32 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL1839'ROAD, 126.3 FEET SOUTHWEST OF THE POWER POLE ON THE EAST SIDE OF THE
 CL1839'ROAD, 147.6 FEET SOUTH OF THE GUY POLE, AND 2.5 FEET NORTHWEST OF A
 CL1839'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-217 1978 RM 1---,
 CL1839'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1839'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1839'
 CL1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG COUNTY
 CL1839'ROAD 67 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED
 CL1839'53 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 223 FEET WEST
 CL1839'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF A DRIVEWAY TO A
 CL1839'BROWN BRICK HOUSE TO THE NORTHWEST AND THE COUNTY ROAD, 3.7 FEET
 CL1839'SOUTHWEST OF A GUY POLE, 33.4 FEET SOUTHWEST OF A 24 INCH OAK TREE AT
 CL1839'THE CORNER OF WOODS, 46.7 FEET EAST OF A 16 INCH OAK TREE WITH HOG
 CL1839'WIRE ATTACHED, AND 1.9 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 CL1839'DISK STAMPED---053-217 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1839'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1839'STEEL RODS EMBEDDED.
 CL1839'
 CL1839'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1839'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1837 ***********************************************************************
 CL1837  DESIGNATION -  BV 053 217 GADT AZ MK
 CL1837  PID         -  CL1837
 CL1837  STATE/COUNTY-  GA/EMANUEL
 CL1837  USGS QUAD   -  SUMMERTOWN (1985)
 CL1837
 CL1837                         *CURRENT SURVEY CONTROL
 CL1837  ___________________________________________________________________
 CL1837* NAD 83(1994)-  32 40 45.96896(N)    082 18 55.51910(W)     ADJUSTED  
 CL1837* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 CL1837  ___________________________________________________________________
 CL1837  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CL1837  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CL1837
 CL1837  HORZ ORDER  -  SECOND
 CL1837
 CL1837.The horizontal coordinates were established by classical geodetic methods
 CL1837.and adjusted by the National Geodetic Survey in September 1997..
 CL1837
 CL1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1837
 CL1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1837
 CL1837.The geoid height was determined by GEOID03.
 CL1837
 CL1837;                    North         East     Units Scale Factor Converg.
 CL1837;SPC GA E     -   297,063.631   186,049.674   MT  0.99990240   -0 04 49.1
 CL1837;SPC GA E     -   974,616.26    610,397.97   sFT  0.99990240   -0 04 49.1
 CL1837;UTM  17      - 3,616,514.560   376,671.768   MT  0.99978755   -0 42 37.2
 CL1837
 CL1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1837!SPC GA E     -   0.99998984  x   0.99990240  =   0.99989224
 CL1837!UTM  17      -   0.99998984  x   0.99978755  =   0.99977739
 CL1837
 CL1837                          SUPERSEDED SURVEY CONTROL
 CL1837
 CL1837  NAD 83(1986)-  32 40 45.97348(N)    082 18 55.51737(W) AD(       ) 2
 CL1837  NAD 27      -  32 40 45.39568(N)    082 18 56.06328(W) AD(       ) 2
 CL1837  NGVD 29 (07/19/86)   94.     (m)          308.     (f) VERT ANG       
 CL1837
 CL1837.Superseded values are not recommended for survey control.
 CL1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1837.See file dsdata.txt to determine how the superseded data were derived.
 CL1837
 CL1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7667216515(NAD 83)
 CL1837_MARKER: DD = SURVEY DISK
 CL1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1837+STABILITY: SURFACE MOTION
 CL1837
 CL1837  HISTORY     - Date     Condition        Report By
 CL1837  HISTORY     - 1978     MONUMENTED       GADT
 CL1837
 CL1837                          STATION DESCRIPTION
 CL1837
 CL1837'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1837'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHWEST OF
 CL1837'MODOC, 5-1/4 MILES SOUTH-SOUTHWEST OF SUMMERTOWN, AND 5-3/4 MILES
 CL1837'NORTH OF SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1837'
 CL1837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1837'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4), GO NORTH ALONG U.S. HIGHWAY 1
 CL1837'(STATE ROUTE 4) FOR 0.8 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1837'91746 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHEAST THEN NORTH
 CL1837'ALONG COUNTY ROAD 91746 FOR 2.95 MILES TO THE JUNCTION OF PAVED COUNTY
 CL1837'ROAD 67 FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD
 CL1837'67 FOR 2.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 59 CROSSING.
 CL1837'CONTINUE GOING NORTH ALONG COUNTY ROAD 67 FOR 0.65 MILE TO THE STATION
 CL1837'ON THE LEFT.
 CL1837'
 CL1837'THE STATION IS LOCATED 53 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 CL1837'COUNTY ROAD 67, 223 FEET WEST OF THE POINT OF INTERSECTION OF THE
 CL1837'CENTERLINES OF A DRIVEWAY TO A BROWN BRICK HOUSE TO THE NORTHWEST AND
 CL1837'THE COUNTY ROAD, 3.7 FEET SOUTHWEST OF A GUY POLE, 33.4 FEET SOUTHWEST
 CL1837'OF A 24 INCH OAK TREE AT THE CORNER OF THE WOODS, 46.7 FEET EAST OF A
 CL1837'16 INCH OAK TREE WITH HOG WIRE ATTACHED, AND 1.9 FEET SOUTHEAST OF A
 CL1837'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-217 1978
 CL1837'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1837'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1837'
 CL1837'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1837'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1838 ***********************************************************************
 CL1838  DESIGNATION -  BV 053 217 GADT RM 1
 CL1838  PID         -  CL1838
 CL1838  STATE/COUNTY-  GA/EMANUEL
 CL1838  USGS QUAD   -  SUMMERTOWN (1985)
 CL1838
 CL1838                         *CURRENT SURVEY CONTROL
 CL1838  ___________________________________________________________________
 CL1838* NAD 83(1994)-  32 40 34.76778(N)    082 19 08.15611(W)     ADJUSTED  
 CL1838* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL1838  ___________________________________________________________________
 CL1838  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CL1838  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CL1838
 CL1838  HORZ ORDER  -  SECOND
 CL1838
 CL1838.The horizontal coordinates were established by classical geodetic methods
 CL1838.and adjusted by the National Geodetic Survey in September 1997..
 CL1838
 CL1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1838
 CL1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1838
 CL1838.The geoid height was determined by GEOID03.
 CL1838
 CL1838;                    North         East     Units Scale Factor Converg.
 CL1838;SPC GA E     -   296,719.078   185,719.983   MT  0.99990251   -0 04 55.9
 CL1838;SPC GA E     -   973,485.84    609,316.31   sFT  0.99990251   -0 04 55.9
 CL1838;UTM  17      - 3,616,173.691   376,338.347   MT  0.99978856   -0 42 43.8
 CL1838
 CL1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1838!SPC GA E     -   0.99998889  x   0.99990251  =   0.99989140
 CL1838!UTM  17      -   0.99998889  x   0.99978856  =   0.99977746
 CL1838
 CL1838                          SUPERSEDED SURVEY CONTROL
 CL1838
 CL1838  NAD 83(1986)-  32 40 34.77232(N)    082 19 08.15440(W) AD(       ) 2
 CL1838  NAD 27      -  32 40 34.19419(N)    082 19 08.69991(W) AD(       ) 2
 CL1838  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL1838
 CL1838.Superseded values are not recommended for survey control.
 CL1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1838.See file dsdata.txt to determine how the superseded data were derived.
 CL1838
 CL1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7633816174(NAD 83)
 CL1838_MARKER: DD = SURVEY DISK
 CL1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1838+STABILITY: SURFACE MOTION
 CL1838
 CL1838  HISTORY     - Date     Condition        Report By
 CL1838  HISTORY     - 1978     MONUMENTED       GADT
 CL1838
 CL1838                          STATION DESCRIPTION
 CL1838
 CL1838'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1838'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH-NORTHWEST OF
 CL1838'MODOC, 5-1/2 MILES SOUTH-SOUTHWEST OF SUMMERTOWN, AND 5-1/2 MILES
 CL1838'NORTHEAST OF SWAINSBORO ON COUNTY RIGHT OF WAY.
 CL1838'
 CL1838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1838'26) AND U.S. HIGHWAY 1 (STATE ROUTE 4), GO NORTH ALONG U.S. HIGHWAY 1
 CL1838'(STATE ROUTE 4) FOR 0.8 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1838'91746 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHEAST THEN NORTH
 CL1838'ALONG COUNTY ROAD 91746 FOR 2.95 MILES TO THE JUNCTION OF PAVED COUNTY
 CL1838'ROAD 67 FORKING TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD
 CL1838'67 FOR 2.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 59 CROSSING.
 CL1838'CONTINUE GOING NORTH ALONG COUNTY ROAD 67 FOR 0.35 MILE TO THE STATION
 CL1838'ON THE RIGHT.
 CL1838'
 CL1838'THE STATION IS LOCATED 32 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY
 CL1838'ROAD 67, 126.3 FEET SOUTHWEST OF A POWER POLE, 147.6 FEET SOUTH OF A
 CL1838'GUY POLE ON THE WEST SIDE OF THE ROAD, AND 2.5 FEET NORTHWEST OF A
 CL1838'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-217 1978 RM 1---,
 CL1838'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1838'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1838'
 CL1838'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1838'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1855 ***********************************************************************
 CL1855  DESIGNATION -  BV 053 218 GADT
 CL1855  PID         -  CL1855
 CL1855  STATE/COUNTY-  GA/EMANUEL
 CL1855  USGS QUAD   -  SWAINSBORO (1971)
 CL1855
 CL1855                         *CURRENT SURVEY CONTROL
 CL1855  ___________________________________________________________________
 CL1855* NAD 83(1994)-  32 36 35.22558(N)    082 19 17.18586(W)     ADJUSTED  
 CL1855* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 CL1855  ___________________________________________________________________
 CL1855  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CL1855  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CL1855
 CL1855  HORZ ORDER  -  SECOND
 CL1855
 CL1855.The horizontal coordinates were established by classical geodetic methods
 CL1855.and adjusted by the National Geodetic Survey in September 1997..
 CL1855
 CL1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1855
 CL1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1855
 CL1855.The geoid height was determined by GEOID03.
 CL1855
 CL1855;                    North         East     Units Scale Factor Converg.
 CL1855;SPC GA E     -   289,341.039   185,473.997   MT  0.99990260   -0 05 00.3
 CL1855;SPC GA E     -   949,279.73    608,509.27   sFT  0.99990260   -0 05 00.3
 CL1855;UTM  17      - 3,608,799.636   376,011.367   MT  0.99978957   -0 42 44.0
 CL1855
 CL1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1855!SPC GA E     -   0.99998983  x   0.99990260  =   0.99989243
 CL1855!UTM  17      -   0.99998983  x   0.99978957  =   0.99977940
 CL1855
 CL1855:                Primary Azimuth Mark                     Grid Az
 CL1855:SPC GA E     -  BV 053 218 GADT AZ MK                    009 52 09.9
 CL1855:UTM  17      -  BV 053 218 GADT AZ MK                    010 29 53.6
 CL1855
 CL1855|---------------------------------------------------------------------|
 CL1855| PID    Reference Object                     Distance      Geod. Az  |
 CL1855|                                                           dddmmss.s |
 CL1855| CL1852 BV 053 218 GADT AZ MK               APPROX. 1.4 KM 0094709.6 |
 CL1855| CL1856 BV 053 218 GADT RM 1                 29.235 METERS 32631     |
 CL1855|---------------------------------------------------------------------|
 CL1855
 CL1855                          SUPERSEDED SURVEY CONTROL
 CL1855
 CL1855  NAD 83(1986)-  32 36 35.23007(N)    082 19 17.18574(W) AD(       ) 2
 CL1855  NAD 27      -  32 36 34.64552(N)    082 19 17.73019(W) AD(       ) 2
 CL1855  NGVD 29 (07/19/86)   94.     (m)          308.     (f) VERT ANG       
 CL1855
 CL1855.Superseded values are not recommended for survey control.
 CL1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1855.See file dsdata.txt to determine how the superseded data were derived.
 CL1855
 CL1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7601108800(NAD 83)
 CL1855_MARKER: DD = SURVEY DISK
 CL1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1855+STABILITY: SURFACE MOTION
 CL1855
 CL1855  HISTORY     - Date     Condition        Report By
 CL1855  HISTORY     - 1978     MONUMENTED       GADT
 CL1855
 CL1855                          STATION DESCRIPTION
 CL1855
 CL1855'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1855'THE STATION IS LOCATED IN SWAINSBORO ON STATE RIGHT OF WAY.
 CL1855'
 CL1855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1855'26) AND STATE ROUTE 56 IN THE EASTERN PART OF SWAINSBORO, GO NORTH
 CL1855'ALONG STATE ROUTE 56 FOR 0.8 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1855'91115 (CANOOCHEE ROAD) TO THE RIGHT, A PAVED CITY STREET TO THE LEFT,
 CL1855'AND THE STATION ON THE RIGHT.
 CL1855'
 CL1855'THE STATION IS LOCATED 161 FEET NORTH-NORTHEAST OF THE POINT OF
 CL1855'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 91115,
 CL1855'44.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52.8 FEET
 CL1855'NORTH OF A POWER POLE, AND 3.9 FEET WEST OF A WITNESS POST.  IT IS A
 CL1855'STANDARD BRASS DISK STAMPED---053-218 1978---, SET IN THE TOP OF A 10
 CL1855'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1855'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1855'STAMPED---053-218 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1855'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL1855'
 CL1855'REFERENCE MARK 1 IS LOCATED 225 FEET NORTH OF THE POINT OF
 CL1855'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 91115,
 CL1855'22 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.4 FEET
 CL1855'SOUTH-SOUTHEAST OF A POWER POLE, 176.7 FEET NORTH-NORTHEAST OF A POWER
 CL1855'POLE WITH TRANSFORMER, AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A
 CL1855'STANDARD DISK STAMPED---053-218 1978 RM 1---, SET IN THE TOP OF A 10
 CL1855'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1855'WITH STEEL RODS EMBEDDED.
 CL1855'
 CL1855'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG STATE ROUTE
 CL1855'56 FOR 0.9 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 64 AND THE AZIMUTH
 CL1855'MARK ON THE LEFT.  IT IS LOCATED 37 FEET WEST-NORTHWEST OF THE
 CL1855'CENTERLINE OF THE HIGHWAY, 82 FEET NORTH OF THE CENTERLINE OF COUNTY
 CL1855'ROAD 64, 25.4 FEET
 CL1855'NORTHEAST OF A POWER POLE, 53.1 FEET NORTH-NORTHEAST OF A GOLD KIST
 CL1855'SIGN POST, AND 13.9 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 CL1855'DISK STAMPED---053-218 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1855'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1855'STEEL RODS EMBEDDED.
 CL1855'
 CL1855'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1855'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1852 ***********************************************************************
 CL1852  DESIGNATION -  BV 053 218 GADT AZ MK
 CL1852  PID         -  CL1852
 CL1852  STATE/COUNTY-  GA/EMANUEL
 CL1852  USGS QUAD   -  SWAINSBORO (1971)
 CL1852
 CL1852                         *CURRENT SURVEY CONTROL
 CL1852  ___________________________________________________________________
 CL1852* NAD 83(1994)-  32 37 19.62750(N)    082 19 08.13629(W)     ADJUSTED  
 CL1852* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL1852  ___________________________________________________________________
 CL1852  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CL1852  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CL1852
 CL1852  HORZ ORDER  -  SECOND
 CL1852
 CL1852.The horizontal coordinates were established by classical geodetic methods
 CL1852.and adjusted by the National Geodetic Survey in September 1997..
 CL1852
 CL1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1852
 CL1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1852
 CL1852.The geoid height was determined by GEOID03.
 CL1852
 CL1852;                    North         East     Units Scale Factor Converg.
 CL1852;SPC GA E     -   290,708.360   185,711.882   MT  0.99990252   -0 04 55.5
 CL1852;SPC GA E     -   953,765.68    609,289.73   sFT  0.99990252   -0 04 55.5
 CL1852;UTM  17      - 3,610,164.110   376,264.217   MT  0.99978879   -0 42 40.0
 CL1852
 CL1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1852!SPC GA E     -   0.99999187  x   0.99990252  =   0.99989439
 CL1852!UTM  17      -   0.99999187  x   0.99978879  =   0.99978067
 CL1852
 CL1852                          SUPERSEDED SURVEY CONTROL
 CL1852
 CL1852  NAD 83(1986)-  32 37 19.63193(N)    082 19 08.13600(W) AD(       ) 2
 CL1852  NAD 27      -  32 37 19.04859(N)    082 19 08.68087(W) AD(       ) 2
 CL1852  NGVD 29 (07/19/86)   81.     (m)          266.     (f) VERT ANG       
 CL1852
 CL1852.Superseded values are not recommended for survey control.
 CL1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1852.See file dsdata.txt to determine how the superseded data were derived.
 CL1852
 CL1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7626410164(NAD 83)
 CL1852_MARKER: DD = SURVEY DISK
 CL1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1852+STABILITY: SURFACE MOTION
 CL1852
 CL1852  HISTORY     - Date     Condition        Report By
 CL1852  HISTORY     - 1978     MONUMENTED       GADT
 CL1852
 CL1852                          STATION DESCRIPTION
 CL1852
 CL1852'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1852'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF SWAINSBORO,
 CL1852'2-1/4 MILES SOUTH-SOUTHWEST OF MODOC, AND 9-1/4 MILES WEST-SOUTHWEST
 CL1852'OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1852'
 CL1852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1852'26) AND STATE ROUTE 56 IN SWAINSBORO, GO NORTH ON STATE ROUTE 56 FOR
 CL1852'0.8 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91115 TO THE RIGHT AND A
 CL1852'PAVED CITY STREET TO THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE
 CL1852'56 FOR 0.9 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 64 TO THE LEFT AND
 CL1852'THE STATION ON THE LEFT.
 CL1852'
 CL1852'THE STATION IS LOCATED 37 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1852'HIGHWAY, 82 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 64, 25.4 FEET
 CL1852'NORTHEAST OF A POWER POLE, 53.1 FEET NORTH-NORTHEAST OF A GOLD KIST
 CL1852'SIGN POST, AND 13.9 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 CL1852'BRASS DISK STAMPED---053-218 1978 AZ MK---, SET IN THE TOP OF A 10
 CL1852'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1852'WITH STEEL RODS EMBEDDED.
 CL1852'
 CL1852'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1852'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1856 ***********************************************************************
 CL1856  DESIGNATION -  BV 053 218 GADT RM 1
 CL1856  PID         -  CL1856
 CL1856  STATE/COUNTY-  GA/EMANUEL
 CL1856  USGS QUAD   -  SWAINSBORO (1971)
 CL1856
 CL1856                         *CURRENT SURVEY CONTROL
 CL1856  ___________________________________________________________________
 CL1856* NAD 83(1994)-  32 36 36.01713(N)    082 19 17.80448(W)     ADJUSTED  
 CL1856* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL1856  ___________________________________________________________________
 CL1856  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CL1856  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CL1856
 CL1856  HORZ ORDER  -  SECOND
 CL1856
 CL1856.The horizontal coordinates were established by classical geodetic methods
 CL1856.and adjusted by the National Geodetic Survey in September 1997..
 CL1856
 CL1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1856
 CL1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1856
 CL1856.The geoid height was determined by GEOID03.
 CL1856
 CL1856;                    North         East     Units Scale Factor Converg.
 CL1856;SPC GA E     -   289,365.443   185,457.905   MT  0.99990261   -0 05 00.6
 CL1856;SPC GA E     -   949,359.79    608,456.48   sFT  0.99990261   -0 05 00.6
 CL1856;UTM  17      - 3,608,824.214   375,995.546   MT  0.99978961   -0 42 44.4
 CL1856
 CL1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1856!SPC GA E     -   0.99998999  x   0.99990261  =   0.99989260
 CL1856!UTM  17      -   0.99998999  x   0.99978961  =   0.99977960
 CL1856
 CL1856                          SUPERSEDED SURVEY CONTROL
 CL1856
 CL1856  NAD 83(1986)-  32 36 36.02161(N)    082 19 17.80436(W) AD(       ) 2
 CL1856  NAD 27      -  32 36 35.43708(N)    082 19 18.34880(W) AD(       ) 2
 CL1856  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL1856
 CL1856.Superseded values are not recommended for survey control.
 CL1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1856.See file dsdata.txt to determine how the superseded data were derived.
 CL1856
 CL1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7599608824(NAD 83)
 CL1856_MARKER: DD = SURVEY DISK
 CL1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1856+STABILITY: SURFACE MOTION
 CL1856
 CL1856  HISTORY     - Date     Condition        Report By
 CL1856  HISTORY     - 1978     MONUMENTED       GADT
 CL1856
 CL1856                          STATION DESCRIPTION
 CL1856
 CL1856'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1856'THE STATION IS LOCATED IN SWAINSBORO ON STATE RIGHT OF WAY.
 CL1856'
 CL1856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1856'26) AND STATE ROUTE 56 IN THE EASTERN PART OF SWAINSBORO, GO NORTH
 CL1856'ALONG STATE ROUTE 56 FOR 0.8 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1856'91115 (CANOOCHEE ROAD) TO THE RIGHT, A PAVED CITY STREET TO THE LEFT,
 CL1856'AND THE STATION ON THE LEFT.
 CL1856'
 CL1856'THE STATION IS LOCATED 225 FEET NORTH OF THE POINT OF INTERSECTION OF
 CL1856'THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 91115, 22 FEET
 CL1856'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.4 FEET
 CL1856'SOUTH-SOUTHEAST OF A POWER POLE, 176.7 FEET NORTH-NORTHEAST OF A POWER
 CL1856'POLE WITH TRANSFORMER, AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A
 CL1856'STANDARD BRASS DISK STAMPED---053-218 1978 RM 1---, SET IN THE TOP OF
 CL1856'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1856'GROUND WITH STEEL RODS EMBEDDED.
 CL1856'
 CL1856'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1856'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1877 ***********************************************************************
 CL1877  DESIGNATION -  BV 053 219
 CL1877  PID         -  CL1877
 CL1877  STATE/COUNTY-  GA/EMANUEL
 CL1877  USGS QUAD   -  NORRISTOWN (1971)
 CL1877
 CL1877                         *CURRENT SURVEY CONTROL
 CL1877  ___________________________________________________________________
 CL1877* NAD 83(1994)-  32 34 03.39351(N)    082 26 43.98668(W)     ADJUSTED  
 CL1877* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 CL1877  ___________________________________________________________________
 CL1877  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CL1877  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CL1877
 CL1877  HORZ ORDER  -  SECOND
 CL1877
 CL1877.The horizontal coordinates were established by classical geodetic methods
 CL1877.and adjusted by the National Geodetic Survey in September 1997..
 CL1877
 CL1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1877
 CL1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1877
 CL1877.The geoid height was determined by GEOID03.
 CL1877
 CL1877;                    North         East     Units Scale Factor Converg.
 CL1877;SPC GA E     -   284,688.088   173,813.475   MT  0.99990845   -0 09 00.4
 CL1877;SPC GA E     -   934,014.17    570,253.04   sFT  0.99990845   -0 09 00.4
 CL1877;UTM  17      - 3,604,275.307   364,301.648   MT  0.99982707   -0 46 41.7
 CL1877
 CL1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1877!SPC GA E     -   0.99999122  x   0.99990845  =   0.99989967
 CL1877!UTM  17      -   0.99999122  x   0.99982707  =   0.99981829
 CL1877
 CL1877|---------------------------------------------------------------------|
 CL1877| PID    Reference Object                     Distance      Geod. Az  |
 CL1877|                                                           dddmmss.s |
 CL1877| CY7279 BV 053 219 RM 1                      22.755 METERS 08346     |
 CL1877| CL1885 BV 053 219 GADT AZ MK               APPROX. 2.7 KM 2544854.9 |
 CL1877| CL1878 BV 053 219 GADT AZ TPT               26.678 METERS 25449     |
 CL1877|---------------------------------------------------------------------|
 CL1877
 CL1877                          SUPERSEDED SURVEY CONTROL
 CL1877
 CL1877  NAD 83(1986)-  32 34 03.39887(N)    082 26 43.98735(W) AD(       ) 2
 CL1877  NAD 27      -  32 34 02.80877(N)    082 26 44.51868(W) AD(       ) 2
 CL1877  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 CL1877
 CL1877.Superseded values are not recommended for survey control.
 CL1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1877.See file dsdata.txt to determine how the superseded data were derived.
 CL1877
 CL1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6430204275(NAD 83)
 CL1877_MARKER: DD = SURVEY DISK
 CL1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1877
 CL1877  HISTORY     - Date     Condition        Report By
 CL1877  HISTORY     - 1978     MONUMENTED       GADT
 CL1877
 CL1877                          STATION DESCRIPTION
 CL1877
 CL1877'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1877'THE STATION IS LOCATED APPROXIMATELY 7 MILES WEST-SOUTHWEST OF
 CL1877'SWAINSBORO, 9-1/2 MILES SOUTH-SOUTHEAST OF KITE, AND 8-3/4 MILES
 CL1877'EAST-NORTHEAST OF ADRIAN ON STATE RIGHT OF WAY.
 CL1877'
 CL1877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1877'26) AND STATE ROUTE 57 IN THE WESTERN PART OF SWAINSBORO, GO WEST
 CL1877'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.0 MILES TO THE JUNCTION
 CL1877'OF DIRT COUNTY ROAD 160 TO THE LEFT.  CONTINUE GOING WEST ALONG U.S.
 CL1877'HIGHWAY 80 (STATE ROUTE 26) FOR 2.0 MILES TO THE JUNCTION OF PAVED
 CL1877'COUNTY ROAD 178 TO THE LEFT AND DIRT COUNTY ROAD 173 TO THE RIGHT.
 CL1877'CONTINUE GOING WEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.2
 CL1877'MILES TO THE STATION ON THE LEFT.
 CL1877'
 CL1877'THE STATION IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CL1877'12.8 FEET NORTHWEST OF A 12 INCH PINE TREE, 123.0 FEET SOUTHWEST OF
 CL1877'AN 18 INCH OAK TREE ON THE NORTH SIDE OF THE HIGHWAY, AND 2.7 FEET
 CL1877'NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1877'STAMPED---053-219 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1877'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1877'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1877'STAMPED---053-219 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1877'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 CL1877'
 CL1877'REFERENCE MARK 1 IS LOCATED 53.5 FEET SOUTH OF THE CENTERLINE OF THE
 CL1877'HIGHWAY, 5.8 FEET NORTH OF AN 8 INCH PINE TREE, 170.5 FEET SOUTH OF
 CL1877'THE 18 INCH OAK TREE ON THE NORTH SIDE OF THE HIGHWAY, AND 3.0 FEET
 CL1877'SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-219 1978
 CL1877'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1877'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1877'
 CL1877'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG U.S.
 CL1877'HIGHWAY 80 (STATE ROUTE 26) FOR 1.7 MILES TO THE AZIMUTH MARK ON THE
 CL1877'RIGHT.  IT IS LOCATED 37.5 FEET NORTH OF THE CENTERLINE OF THE
 CL1877'HIGHWAY, 41.0 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1877'125,0 FEET EAST-NORTHEAST OF THE NORTH END OF A 4 FOOT CONCRETE
 CL1877'CROSSDRAIN BOX CULVERT UNDER THE HIGHWAY, 81.5 FEET NORTH OF A POWER
 CL1877'POLE ON THE SOUTH SIDE OF THE HIGHWAY, 156.0 FEET NORTH-NORTHWEST
 CL1877'OF A RIGHT OF WAY MARKER ON THE SOUTH SIDE OF THE HIGHWAY, AND 3.0
 CL1877'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-219
 CL1877'1978 AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1877'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1877'
 CL1877'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1877'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1885 ***********************************************************************
 CL1885  DESIGNATION -  BV 053 219 GADT AZ MK
 CL1885  PID         -  CL1885
 CL1885  STATE/COUNTY-  GA/EMANUEL
 CL1885  USGS QUAD   -  NORRISTOWN (1971)
 CL1885
 CL1885                         *CURRENT SURVEY CONTROL
 CL1885  ___________________________________________________________________
 CL1885* NAD 83(1994)-  32 33 40.71998(N)    082 28 22.58823(W)     ADJUSTED  
 CL1885* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL1885  ___________________________________________________________________
 CL1885  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CL1885  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL1885
 CL1885  HORZ ORDER  -  SECOND
 CL1885
 CL1885.The horizontal coordinates were established by classical geodetic methods
 CL1885.and adjusted by the National Geodetic Survey in September 1997..
 CL1885
 CL1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1885
 CL1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1885
 CL1885.The geoid height was determined by GEOID03.
 CL1885
 CL1885;                    North         East     Units Scale Factor Converg.
 CL1885;SPC GA E     -   283,996.773   171,239.677   MT  0.99991020   -0 09 53.4
 CL1885;SPC GA E     -   931,746.08    561,808.84   sFT  0.99991020   -0 09 53.4
 CL1885;UTM  17      - 3,603,612.298   361,720.627   MT  0.99983579   -0 47 34.3
 CL1885
 CL1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1885!SPC GA E     -   0.99999435  x   0.99991020  =   0.99990455
 CL1885!UTM  17      -   0.99999435  x   0.99983579  =   0.99983014
 CL1885
 CL1885                          SUPERSEDED SURVEY CONTROL
 CL1885
 CL1885  NAD 83(1986)-  32 33 40.72509(N)    082 28 22.58877(W) AD(       ) 2
 CL1885  NAD 27      -  32 33 40.13412(N)    082 28 23.11724(W) AD(       ) 2
 CL1885  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 CL1885
 CL1885.Superseded values are not recommended for survey control.
 CL1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1885.See file dsdata.txt to determine how the superseded data were derived.
 CL1885
 CL1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6172103612(NAD 83)
 CL1885_MARKER: DD = SURVEY DISK
 CL1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1885+STABILITY: SURFACE MOTION
 CL1885
 CL1885  HISTORY     - Date     Condition        Report By
 CL1885  HISTORY     - 1978     MONUMENTED       GADT
 CL1885
 CL1885                          STATION DESCRIPTION
 CL1885
 CL1885'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1885'THE STATION IS LOCATED APPROXIMATELY 7 MILES EAST-NORTHEAST OF ADRIAN,
 CL1885'8-1/2 MILES WEST-SOUTHWEST OF SWAINSBORO, AND 9-1/4 MILES
 CL1885'SOUTH-SOUTHEAST OF KITE ON STATE RIGHT OF WAY.
 CL1885'
 CL1885'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1885'26) AND STATE ROUTE 57 IN THE WESTERN PART OF SWAINSBORO, GO WEST
 CL1885'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.0 MILES TO THE JUNCTION
 CL1885'OF DIRT COUNTY ROAD 160 TO THE LEFT.  CONTINUE GOING WEST ALONG
 CL1885'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 2.0 MILES TO THE JUNCTION OF
 CL1885'PAVED COUNTY ROAD 178 TO THE LEFT AND DIRT COUNTY ROAD 173 TO THE
 CL1885'RIGHT.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR
 CL1885'3.9 MILES TO THE STATION ON THE RIGHT.
 CL1885'
 CL1885'THE STATION IS LOCATED 37.5 FEET NORTH OF THE CENTERLINE OF THE
 CL1885'HIGHWAY, 41.0 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1885'125.0 FEET EAST-NORTHEAST OF THE NORTH END OF A 4 FOOT CONCRETE
 CL1885'CROSSDRAIN BOX CULVERT UNDER THE HIGHWAY, 156.0 FEET NORTH-NORTHWEST
 CL1885'OF A RIGHT OF WAY MARKER ON THE SOUTH SIDE OF THE HIGHWAY, 81.5 FEET
 CL1885'NORTH OF A POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND 3.0 FEET
 CL1885'SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1885'STAMPED---053-219 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1885'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1885'STEEL RODS EMBEDDED.
 CL1885'
 CL1885'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1885'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2249 ***********************************************************************
 CL2249  DESIGNATION -  BV 053 220 GADT
 CL2249  PID         -  CL2249
 CL2249  STATE/COUNTY-  GA/EMANUEL
 CL2249  USGS QUAD   -  ADRIAN (1974)
 CL2249
 CL2249                         *CURRENT SURVEY CONTROL
 CL2249  ___________________________________________________________________
 CL2249* NAD 83(1994)-  32 34 58.66147(N)    082 34 18.88478(W)     ADJUSTED  
 CL2249* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL2249  ___________________________________________________________________
 CL2249  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CL2249  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CL2249
 CL2249  HORZ ORDER  -  SECOND
 CL2249
 CL2249.The horizontal coordinates were established by classical geodetic methods
 CL2249.and adjusted by the National Geodetic Survey in September 1997..
 CL2249
 CL2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2249
 CL2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2249
 CL2249.The geoid height was determined by GEOID03.
 CL2249
 CL2249;                    North         East     Units Scale Factor Converg.
 CL2249;SPC GA E     -   286,428.580   161,954.988   MT  0.99991784   -0 13 05.6
 CL2249;SPC GA E     -   939,724.43    531,347.32   sFT  0.99991784   -0 13 05.6
 CL2249;UTM  17      - 3,606,145.603   352,463.733   MT  0.99986841   -0 50 48.0
 CL2249
 CL2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2249!SPC GA E     -   0.99998851  x   0.99991784  =   0.99990635
 CL2249!UTM  17      -   0.99998851  x   0.99986841  =   0.99985692
 CL2249
 CL2249:                Primary Azimuth Mark                     Grid Az
 CL2249:SPC GA E     -  BV 053 220 GADT AZ MK                    164 52 43.4
 CL2249:UTM  17      -  BV 053 220 GADT AZ MK                    165 30 25.8
 CL2249
 CL2249|---------------------------------------------------------------------|
 CL2249| PID    Reference Object                     Distance      Geod. Az  |
 CL2249|                                                           dddmmss.s |
 CL2249| CL2247 BV 053 220 GADT AZ MK               APPROX. 0.9 KM 1643937.8 |
 CL2249| CL2248 BV 053 220 GADT AZ TPT               21.426 METERS 16446     |
 CL2249| CL2250 BV 053 220 GADT RM 1                 18.329 METERS 28700     |
 CL2249|---------------------------------------------------------------------|
 CL2249
 CL2249                          SUPERSEDED SURVEY CONTROL
 CL2249
 CL2249  NAD 83(1986)-  32 34 58.66582(N)    082 34 18.88351(W) AD(       ) 2
 CL2249  NAD 27      -  32 34 58.07623(N)    082 34 19.40345(W) AD(       ) 2
 CL2249  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL2249
 CL2249.Superseded values are not recommended for survey control.
 CL2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2249.See file dsdata.txt to determine how the superseded data were derived.
 CL2249
 CL2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5246406146(NAD 83)
 CL2249_MARKER: DD = SURVEY DISK
 CL2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2249+STABILITY: SURFACE MOTION
 CL2249
 CL2249  HISTORY     - Date     Condition        Report By
 CL2249  HISTORY     - 1978     MONUMENTED       GADT
 CL2249
 CL2249                          STATION DESCRIPTION
 CL2249
 CL2249'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2249'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH-NORTHEAST OF
 CL2249'ADRIAN, 6 MILES EAST-NORTHEAST OF SCOTT, AND 8-1/4 MILES
 CL2249'SOUTH-SOUTHWEST OF KITE ON COUNTY RIGHT OF WAY.
 CL2249'
 CL2249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL2249'26) AND STATE ROUTE 78 (STATE ROUTE 15) IN ADRIAN, GO EAST THEN
 CL2249'NORTHEAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1.5 MILES TO THE
 CL2249'JUNCTION OF PAVED COUNTY ROAD 442 (POSTED 91474 ON STOP SIGN) FORKING
 CL2249'TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 442 FOR 1.2
 CL2249'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 143 FORKING TO THE RIGHT.
 CL2249'CONTINUE GOING NORTH ALONG COUNTY ROAD 442 FOR 1.05 MILES TO THE
 CL2249'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 442
 CL2249'FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CL2249'
 CL2249'THE STATION IS LOCATED 30 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL2249'442, 111 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 CL2249'CENTERLINES OF DIRT COUNTY ROAD 153 AND COUNTY ROAD 442, 75.6 FEET
 CL2249'NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 180.0 FEET SOUTHEAST
 CL2249'OF A POWER POLE ON THE NORTH SIDE OF COUNTY ROAD 153, AND 5.2 FEET
 CL2249'WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2249'STAMPED---053-220 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2249'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2249'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2249'STAMPED---053-220 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2249'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 CL2249'
 CL2249'REFERENCE MARK 1 IS LOCATED 30 FEET WEST OF THE CENTERLINE OF COUNTY
 CL2249'ROAD 442, 102 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2249'CENTERLINES OF COUNTY ROADS 152 AND 442, 139.8 FEET SOUTH OF A POWER
 CL2249'POLE ON THE NORTH SIDE OF COUNTY ROAD 153, 110.7 FEET NORTHWEST OF THE
 CL2249'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 2.7 FEET EAST OF A WITNESS
 CL2249'POST.  IT IS A STANDARD DISK STAMPED---053-220 1978 RM 1---, SET IN
 CL2249'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2249'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2249'
 CL2249'THE AZIMUTH MARK IS LOCATED 24 FEET EAST OF THE CENTERLINE OF COUNTY
 CL2249'ROAD 442, 88.0 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL2249'136.4 FEET NORTH OF A 36 INCH CHINABERRY TREE IN FRONT OF A BROWN
 CL2249'HOUSE, AND 2.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2249'STAMPED---053-220 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2249'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2249'STEEL RODS EMBEDDED.
 CL2249'
 CL2249'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2249'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2247 ***********************************************************************
 CL2247  DESIGNATION -  BV 053 220 GADT AZ MK
 CL2247  PID         -  CL2247
 CL2247  STATE/COUNTY-  GA/EMANUEL
 CL2247  USGS QUAD   -  ADRIAN (1974)
 CL2247
 CL2247                         *CURRENT SURVEY CONTROL
 CL2247  ___________________________________________________________________
 CL2247* NAD 83(1994)-  32 34 32.01539(N)    082 34 10.25228(W)     ADJUSTED  
 CL2247* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL2247  ___________________________________________________________________
 CL2247  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CL2247  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CL2247
 CL2247  HORZ ORDER  -  SECOND
 CL2247
 CL2247.The horizontal coordinates were established by classical geodetic methods
 CL2247.and adjusted by the National Geodetic Survey in September 1997..
 CL2247
 CL2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2247
 CL2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2247
 CL2247.The geoid height was determined by GEOID03.
 CL2247
 CL2247;                    North         East     Units Scale Factor Converg.
 CL2247;SPC GA E     -   285,606.973   162,177.002   MT  0.99991763   -0 13 00.8
 CL2247;SPC GA E     -   937,028.88    532,075.71   sFT  0.99991763   -0 13 00.8
 CL2247;UTM  17      - 3,605,321.652   352,676.713   MT  0.99986764   -0 50 42.7
 CL2247
 CL2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2247!SPC GA E     -   0.99998914  x   0.99991763  =   0.99990677
 CL2247!UTM  17      -   0.99998914  x   0.99986764  =   0.99985678
 CL2247
 CL2247                          SUPERSEDED SURVEY CONTROL
 CL2247
 CL2247  NAD 83(1986)-  32 34 32.01975(N)    082 34 10.25099(W) AD(       ) 2
 CL2247  NAD 27      -  32 34 31.42947(N)    082 34 10.77109(W) AD(       ) 2
 CL2247  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL2247
 CL2247.Superseded values are not recommended for survey control.
 CL2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2247.See file dsdata.txt to determine how the superseded data were derived.
 CL2247
 CL2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5267705322(NAD 83)
 CL2247_MARKER: DD = SURVEY DISK
 CL2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2247+STABILITY: SURFACE MOTION
 CL2247
 CL2247  HISTORY     - Date     Condition        Report By
 CL2247  HISTORY     - 1978     MONUMENTED       GADT
 CL2247
 CL2247                          STATION DESCRIPTION
 CL2247
 CL2247'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2247'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHEAST OF
 CL2247'ADRIAN, 6 MILES EAST-NORTHEAST OF SCOTT, AND 8-3/4 MILES
 CL2247'SOUTH-SOUTHWEST OF KITE ON COUNTY RIGHT OF WAY.
 CL2247'
 CL2247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL2247'26) AND STATE ROUTE 78 (STATE ROUTE 15) IN ADRIAN, GO EAST THEN
 CL2247'NORTHEAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1.5 MILES TO THE
 CL2247'JUNCTION OF PAVED COUNTY ROAD 442 FORKING TO THE LEFT.  TURN LEFT
 CL2247'GOING NORTH ALONG COUNTY ROAD 442 FOR 1.2 MILES TO THE JUNCTION OF
 CL2247'DIRT COUNTY ROAD 143 FORKING TO THE RIGHT.  CONTINUE GOING NORTH ALONG
 CL2247'COUNTY ROAD 442 FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 CL2247'
 CL2247'THE STATION IS LOCATED 24 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL2247'442, 88.0 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 136.4
 CL2247'FEET NORTH OF A 36 INCH CHINABERRY TREE IN FRONT OF A BROWN HOUSE, AND
 CL2247'2.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2247'STAMPED---053-220 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2247'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2247'STEEL RODS EMBEDDED.
 CL2247'
 CL2247'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2247'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2250 ***********************************************************************
 CL2250  DESIGNATION -  BV 053 220 GADT RM 1
 CL2250  PID         -  CL2250
 CL2250  STATE/COUNTY-  GA/EMANUEL
 CL2250  USGS QUAD   -  ADRIAN (1974)
 CL2250
 CL2250                         *CURRENT SURVEY CONTROL
 CL2250  ___________________________________________________________________
 CL2250* NAD 83(1994)-  32 34 58.83546(N)    082 34 19.55684(W)     ADJUSTED  
 CL2250* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL2250  ___________________________________________________________________
 CL2250  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CL2250  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CL2250
 CL2250  HORZ ORDER  -  SECOND
 CL2250
 CL2250.The horizontal coordinates were established by classical geodetic methods
 CL2250.and adjusted by the National Geodetic Survey in September 1997..
 CL2250
 CL2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2250
 CL2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2250
 CL2250.The geoid height was determined by GEOID03.
 CL2250
 CL2250;                    North         East     Units Scale Factor Converg.
 CL2250;SPC GA E     -   286,434.006   161,937.483   MT  0.99991786   -0 13 06.0
 CL2250;SPC GA E     -   939,742.23    531,289.89   sFT  0.99991786   -0 13 06.0
 CL2250;UTM  17      - 3,606,151.220   352,446.289   MT  0.99986848   -0 50 48.3
 CL2250
 CL2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2250!SPC GA E     -   0.99998851  x   0.99991786  =   0.99990637
 CL2250!UTM  17      -   0.99998851  x   0.99986848  =   0.99985699
 CL2250
 CL2250                          SUPERSEDED SURVEY CONTROL
 CL2250
 CL2250  NAD 83(1986)-  32 34 58.83981(N)    082 34 19.55557(W) AD(       ) 2
 CL2250  NAD 27      -  32 34 58.25023(N)    082 34 20.07549(W) AD(       ) 2
 CL2250  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL2250
 CL2250.Superseded values are not recommended for survey control.
 CL2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2250.See file dsdata.txt to determine how the superseded data were derived.
 CL2250
 CL2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5244606151(NAD 83)
 CL2250_MARKER: DD = SURVEY DISK
 CL2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2250+STABILITY: SURFACE MOTION
 CL2250
 CL2250  HISTORY     - Date     Condition        Report By
 CL2250  HISTORY     - 1979     MONUMENTED       GADT
 CL2250
 CL2250                          STATION DESCRIPTION
 CL2250
 CL2250'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2250'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH-NORTHEAST OF
 CL2250'ADRIAN, 6 MILES EAST-NORTHEAST OF SCOTT, AND 8-1/4 MILES
 CL2250'SOUTH-SOUTHWEST OF KITE ON COUNTY RIGHT OF WAY.
 CL2250'
 CL2250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL2250'26) AND STATE ROUTE 78 (STATE ROUTE 15) IN ADRIAN, GO EAST THEN
 CL2250'NORTHEAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 1,5 MILES TO THE
 CL2250'JUNCTION OF PAVED COUNTY ROAD 442 FORKING TO THE LEFT.  TURN LEFT
 CL2250'GOING NORTHWEST ALONG COUNTY ROAD 442 FOR 1.2 MILES TO THE JUNCTION OF
 CL2250'DIRT COUNTY ROAD 143 FORKING TO THE RIGHT.  CONTINUE GOING NORTH ALONG
 CL2250'COUNTY ROAD 442 FOR 1.6 MILES TO THE STATION ON THE LEFT.
 CL2250'
 CL2250'THE STATION IS LOCATED 30 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CL2250'442, 102 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2250'CENTERLINES OF DIRT COUNTY ROAD 442 AND DIRT COUNTY ROAD 153, 139.8
 CL2250'FEET SOUTH OF A POWER POLE ON THE NORTH SIDE OF COUNTY ROAD 153, 110.7
 CL2250'FEET NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST
 CL2250'SIDE OF COUNTY ROAD 442, AND 2.7 FEET EAST OF A WITNESS POST.  IT IS A
 CL2250'STANDARD BRASS DISK STAMPED---053-220 1978 RM 1---, SET IN THE TOP OF
 CL2250'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2250'GROUND WITH STEEL RODS EMBEDDED.
 CL2250'
 CL2250'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2250'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1795 ***********************************************************************
 CL1795  DESIGNATION -  BV 053 221 GADT
 CL1795  PID         -  CL1795
 CL1795  STATE/COUNTY-  GA/EMANUEL
 CL1795  USGS QUAD   -  TWIN CITY (1971)
 CL1795
 CL1795                         *CURRENT SURVEY CONTROL
 CL1795  ___________________________________________________________________
 CL1795* NAD 83(1994)-  32 36 56.22153(N)    082 12 48.68171(W)     ADJUSTED  
 CL1795* NAVD 88     -        97.     (meters)     318.     (feet)  VERTCON   
 CL1795  ___________________________________________________________________
 CL1795  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CL1795  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL1795
 CL1795  HORZ ORDER  -  SECOND
 CL1795
 CL1795.The horizontal coordinates were established by classical geodetic methods
 CL1795.and adjusted by the National Geodetic Survey in September 1997..
 CL1795
 CL1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1795
 CL1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1795
 CL1795.The geoid height was determined by GEOID03.
 CL1795
 CL1795;                    North         East     Units Scale Factor Converg.
 CL1795;SPC GA E     -   289,978.148   195,602.704   MT  0.99990024   -0 01 30.9
 CL1795;SPC GA E     -   951,369.97    641,739.87   sFT  0.99990024   -0 01 30.9
 CL1795;UTM  17      - 3,609,325.473   386,145.172   MT  0.99975984   -0 39 15.0
 CL1795
 CL1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1795!SPC GA E     -   0.99998939  x   0.99990024  =   0.99988963
 CL1795!UTM  17      -   0.99998939  x   0.99975984  =   0.99974923
 CL1795
 CL1795|---------------------------------------------------------------------|
 CL1795| PID    Reference Object                     Distance      Geod. Az  |
 CL1795|                                                           dddmmss.s |
 CL1795| CL1796 BV 053 221 GADT RM 1                 25.344 METERS 27537     |
 CL1795| CL1797 BV 053 221 GADT AZ MK               APPROX. 0.6 KM 2754249.8 |
 CL1795|---------------------------------------------------------------------|
 CL1795
 CL1795                          SUPERSEDED SURVEY CONTROL
 CL1795
 CL1795  NAD 83(1986)-  32 36 56.22614(N)    082 12 48.68043(W) AD(       ) 2
 CL1795  NAD 27      -  32 36 55.64324(N)    082 12 49.23517(W) AD(       ) 2
 CL1795  NGVD 29 (07/19/86)   97.     (m)          318.     (f) VERT ANG       
 CL1795
 CL1795.Superseded values are not recommended for survey control.
 CL1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1795.See file dsdata.txt to determine how the superseded data were derived.
 CL1795
 CL1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8614509325(NAD 83)
 CL1795_MARKER: DD = SURVEY DISK
 CL1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1795+STABILITY: SURFACE MOTION
 CL1795
 CL1795  HISTORY     - Date     Condition        Report By
 CL1795  HISTORY     - 1979     MONUMENTED       GADT
 CL1795
 CL1795                          STATION DESCRIPTION
 CL1795
 CL1795'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1795'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHWEST OF TWIN CITY,
 CL1795'4-3/4 MILES SOUTH-SOUTHWEST OF CANOOCHEE, AND 7 MILES EAST OF
 CL1795'SWAINSBORO ON THE PROPERTY OF MR. JERRY S. MOORE, TELEPHONE
 CL1795'912-763-2342.
 CL1795'
 CL1795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1795'26) AND STATE ROUTE 192 IN TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80
 CL1795'(STATE ROUTE 26) FOR 2.7 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 337
 CL1795'TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 337 FOR 1.3
 CL1795'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 345 TO THE LEFT.  CONTINUE
 CL1795'GOING NORTH ALONG COUNTY ROAD 337 FOR 0.1 MILE TO A GAP IN A
 CL1795'FENCE LINE CROSSING THE ROAD AND THE STATION ON THE LEFT.
 CL1795'
 CL1795'THE STATION IS LOCATED 140.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL1795'131.2 FEET WEST OF THE WEST POST OF THE FENCELINE GAP, 130.8
 CL1795'FEET NORTHWEST
 CL1795'OF A POWER POLE, 149.3 FEET NORTH OF A POWER POLE WITH TRANSFORMER,
 CL1795'AND 2.0 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL1795'STANDARD BRASS DISK STAMPED---053-221 1979---, SET IN THE TOP OF A
 CL1795'10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 CL1795'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL1795'STANDARD DISK STAMPED---053-221 1979---, SET IN AN
 CL1795'IRREGULAR MASS OF CONCRETE 0.90 METER BELOW THE SURFACE OF THE GROUND.
 CL1795'
 CL1795'REFERENCE MARK 1 IS LOCATED 134.2 FEET WEST OF A 10 INCH PECAN TREE,
 CL1795'213.4 FEET WEST-NORTHWEST OF THE WEST POST OF THE GAP, 154.8 FEET
 CL1795'NORTH-NORTHWEST OF THE POWER POLE WITH TRANSFORMER, AND 20.3 FEET
 CL1795'NORTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL1795'STAMPED---053-221 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1795'CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND
 CL1795'WITH STEEL RODS EMBEDDED.
 CL1795'
 CL1795'THE AZIMUTH MARK IS ON THE PROPERTY OF MRS. ANNIE MAE WOODS.
 CL1795'TELEPHONE 912-237-7792.  MRS. WOODS RESIDENCE IS A PINK HOUSE TRAILER
 CL1795'IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF COUNTY ROADS 337 AND 345.
 CL1795'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 337 AND
 CL1795'COUNTY ROAD 345, GO WEST ALONG COUNTY ROAD 345 FOR 0.45 MILE TO
 CL1795'THE JUNCTION OF A FIELD TRACK ROAD TO THE RIGHT ALONG THE EAST SIDE
 CL1795'OF A FENCE LINE AND THE AZIMUTH MARK ON THE RIGHT.  AT THE TIME OF
 CL1795'SURVEY THE PROPERTY OWNER REQUESTED PACKING FROM THE COUNTY ROAD TO
 CL1795'THE AZIMUTH MARK, PERMISSION SHOULD BE REQUESTED IF NECESSARY TO
 CL1795'DRIVE TO THE AZIMUTH MARK.  IT IS LOCATED 585.0 FEET NORTH OF THE
 CL1795'CENTERLINE OF COUNTY ROAD 345, 4.6 FEET EAST OF A 12 INCH PINE TREE
 CL1795'IN THE FENCE LINE, 237.6 FEET NORTH-NORTHEAST OF A POWER POLE, 197.0
 CL1795'FEET WEST-SOUTHWEST OF A 30 INCH PINE TREE, AND 3.1 FEET EAST OF A
 CL1795'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-221 1979 AZ MK---,
 CL1795'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1795'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1795'
 CL1795'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1795'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1797 ***********************************************************************
 CL1797  DESIGNATION -  BV 053 221 GADT AZ MK
 CL1797  PID         -  CL1797
 CL1797  STATE/COUNTY-  GA/EMANUEL
 CL1797  USGS QUAD   -  TWIN CITY (1971)
 CL1797
 CL1797                         *CURRENT SURVEY CONTROL
 CL1797  ___________________________________________________________________
 CL1797* NAD 83(1994)-  32 36 58.30171(N)    082 13 13.25447(W)     ADJUSTED  
 CL1797* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL1797  ___________________________________________________________________
 CL1797  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CL1797  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CL1797
 CL1797  HORZ ORDER  -  SECOND
 CL1797
 CL1797.The horizontal coordinates were established by classical geodetic methods
 CL1797.and adjusted by the National Geodetic Survey in September 1997..
 CL1797
 CL1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1797
 CL1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1797
 CL1797.The geoid height was determined by GEOID03.
 CL1797
 CL1797;                    North         East     Units Scale Factor Converg.
 CL1797;SPC GA E     -   290,042.524   194,962.159   MT  0.99990031   -0 01 44.2
 CL1797;SPC GA E     -   951,581.18    639,638.35   sFT  0.99990031   -0 01 44.2
 CL1797;UTM  17      - 3,609,396.866   385,505.462   MT  0.99976165   -0 39 28.3
 CL1797
 CL1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1797!SPC GA E     -   0.99999112  x   0.99990031  =   0.99989143
 CL1797!UTM  17      -   0.99999112  x   0.99976165  =   0.99975277
 CL1797
 CL1797                          SUPERSEDED SURVEY CONTROL
 CL1797
 CL1797  NAD 83(1986)-  32 36 58.30636(N)    082 13 13.25318(W) AD(       ) 2
 CL1797  NAD 27      -  32 36 57.72342(N)    082 13 13.80722(W) AD(       ) 2
 CL1797  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL1797
 CL1797.Superseded values are not recommended for survey control.
 CL1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1797.See file dsdata.txt to determine how the superseded data were derived.
 CL1797
 CL1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8550509397(NAD 83)
 CL1797_MARKER: DD = SURVEY DISK
 CL1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1797+STABILITY: SURFACE MOTION
 CL1797
 CL1797  HISTORY     - Date     Condition        Report By
 CL1797  HISTORY     - 1979     MONUMENTED       GADT
 CL1797
 CL1797                          STATION DESCRIPTION
 CL1797
 CL1797'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1797'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTHWEST OF TWIN
 CL1797'CITY, 4-1/2 MILES SOUTH-SOUTHWEST OF CANOOCHEE, AND 6-1/2 MILES EAST
 CL1797'OF SWAINSBORO ON THE PROPERTY OF MRS. ANNIE MAE WOODS.  TELEPHONE
 CL1797'912-237-7792.  MRS. WOODS RESIDENCE IS A PINK HOUSE TRAILER IN THE
 CL1797'SOUTHWEST QUADRANT OF THE JUNCTION OF COUNTY ROADS 337 AND 345.
 CL1797'
 CL1797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1797'ROUTE 26) AND STATE ROUTE 192 IN TWIN CITY, GO WEST ALONG U.S.
 CL1797'HIGHWAY 80 (STATE ROUTE 26) FOR 2.7 MILES TO THE JUNCTION OF DIRT
 CL1797'COUNTY ROAD 337 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY
 CL1797'ROAD 337 FOR 1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 345 TO THE
 CL1797'LEFT.  TURN LEFT GOING WEST FOR 0.45 MILE TO THE JUNCTION OF A FIELD
 CL1797'TRACK ROAD TO THE RIGHT ALONG THE EAST SIDE OF A FENCELINE AND THE
 CL1797'STATION ON THE RIGHT.  AT THE TIME OF SURVEY THE PROPERTY OWNER
 CL1797'REQUESTED PACKING FROM THE COUNTY ROAD TO THE MARK.  PERMISSION
 CL1797'SHOULD BE REQUESTED IF NECESSARY TO DRIVE TO THE STATION.
 CL1797'
 CL1797'THE STATION IS LOCATED 585.0 FEET NORTH OF THE CENTERLINE OF
 CL1797'COUNTY ROAD 345, 4.6 FEET EAST OF A 12 INCH PINE TREE, 237.6 FEET
 CL1797'NORTH-NORTHEAST OF A POWER POLE, 197.0 FEET WEST-SOUTHWEST OF A
 CL1797'30 INCH PINE TREE, AND 3.1 FEET EAST OF A WITNESS POST.  IT IS A
 CL1797'STANDARD BRASS DISK STAMPED---053-221 1979 AZ MK---, SET IN THE TOP
 CL1797'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1797'GROUND WITH STEEL RODS EMBEDDED.
 CL1797'
 CL1797'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1797'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1796 ***********************************************************************
 CL1796  DESIGNATION -  BV 053 221 GADT RM 1
 CL1796  PID         -  CL1796
 CL1796  STATE/COUNTY-  GA/EMANUEL
 CL1796  USGS QUAD   -  TWIN CITY (1971)
 CL1796
 CL1796                         *CURRENT SURVEY CONTROL
 CL1796  ___________________________________________________________________
 CL1796* NAD 83(1994)-  32 36 56.30197(N)    082 12 49.64915(W)     ADJUSTED  
 CL1796* NAVD 88     -        97.     (meters)     318.     (feet)  VERTCON   
 CL1796  ___________________________________________________________________
 CL1796  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CL1796  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL1796
 CL1796  HORZ ORDER  -  SECOND
 CL1796
 CL1796.The horizontal coordinates were established by classical geodetic methods
 CL1796.and adjusted by the National Geodetic Survey in September 1997..
 CL1796
 CL1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1796
 CL1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1796
 CL1796.The geoid height was determined by GEOID03.
 CL1796
 CL1796;                    North         East     Units Scale Factor Converg.
 CL1796;SPC GA E     -   289,980.637   195,577.486   MT  0.99990024   -0 01 31.4
 CL1796;SPC GA E     -   951,378.14    641,657.14   sFT  0.99990024   -0 01 31.4
 CL1796;UTM  17      - 3,609,328.238   386,119.986   MT  0.99975991   -0 39 15.5
 CL1796
 CL1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1796!SPC GA E     -   0.99998939  x   0.99990024  =   0.99988963
 CL1796!UTM  17      -   0.99998939  x   0.99975991  =   0.99974930
 CL1796
 CL1796                          SUPERSEDED SURVEY CONTROL
 CL1796
 CL1796  NAD 83(1986)-  32 36 56.30658(N)    082 12 49.64788(W) AD(       ) 2
 CL1796  NAD 27      -  32 36 55.72368(N)    082 12 50.20258(W) AD(       ) 2
 CL1796  NGVD 29 (07/19/86)   97.     (m)          318.     (f) VERT ANG       
 CL1796
 CL1796.Superseded values are not recommended for survey control.
 CL1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1796.See file dsdata.txt to determine how the superseded data were derived.
 CL1796
 CL1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8612009328(NAD 83)
 CL1796_MARKER: DD = SURVEY DISK
 CL1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1796+STABILITY: SURFACE MOTION
 CL1796
 CL1796  HISTORY     - Date     Condition        Report By
 CL1796  HISTORY     - 1979     MONUMENTED       GADT
 CL1796
 CL1796                          STATION DESCRIPTION
 CL1796
 CL1796'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1796'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHWEST OF TWIN CITY,
 CL1796'4-3/4 MILES SOUTH-SOUTHWEST OF CANOOCHEE, AND 7 MILES EAST OF
 CL1796'SWAINSBORO ON THE PROPERTY OF MR. JERRY S. MOORE, TELEPHONE
 CL1796'912-763-2342.
 CL1796'
 CL1796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1796'26) AND STATE ROUTE 192 IN TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80
 CL1796'(STATE ROUTE 26) FOR 2.7 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1796'337 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 337 FOR
 CL1796'1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 345 TO THE LEFT.
 CL1796'CONTINUE GOING NORTH ALONG COUNTY ROAD 337 FOR 0.1 MILE TO A GAP IN
 CL1796'A FENCELINE CROSSING THE ROAD AND THE STATION ON THE LEFT.
 CL1796'
 CL1796'THE STATION IS LOCATED 134.2 FEET WEST OF A 10 INCH PECAN TREE, 213.4
 CL1796'FEET WEST-NORTHWEST OF THE WEST POST OF THE GAP, 154.8 FEET
 CL1796'NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER, AND 20.3 FEET NORTH
 CL1796'OF A WITNESS POST SET AT A FENCE LINE.  IT IS A STANDARD BRASS DISK
 CL1796'STAMPED---053-221 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1796'CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND
 CL1796'WITH STEEL RODS EMBEDDED.
 CL1796'
 CL1796'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1796'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2057 ***********************************************************************
 CL2057  DESIGNATION -  BV 053 222 GADT
 CL2057  PID         -  CL2057
 CL2057  STATE/COUNTY-  GA/EMANUEL
 CL2057  USGS QUAD   -  COVENA (1985)
 CL2057
 CL2057                         *CURRENT SURVEY CONTROL
 CL2057  ___________________________________________________________________
 CL2057* NAD 83(1994)-  32 29 18.72184(N)    082 22 56.96298(W)     ADJUSTED  
 CL2057* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL2057  ___________________________________________________________________
 CL2057  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CL2057  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CL2057
 CL2057  HORZ ORDER  -  SECOND
 CL2057
 CL2057.The horizontal coordinates were established by classical geodetic methods
 CL2057.and adjusted by the National Geodetic Survey in September 1997..
 CL2057
 CL2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2057
 CL2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2057
 CL2057.The geoid height was determined by GEOID03.
 CL2057
 CL2057;                    North         East     Units Scale Factor Converg.
 CL2057;SPC GA E     -   275,906.017   179,717.084   MT  0.99990507   -0 06 57.3
 CL2057;SPC GA E     -   905,201.66    589,621.80   sFT  0.99990507   -0 06 57.3
 CL2057;UTM  17      - 3,595,429.904   370,108.215   MT  0.99980805   -0 44 33.7
 CL2057
 CL2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2057!SPC GA E     -   0.99999172  x   0.99990507  =   0.99989679
 CL2057!UTM  17      -   0.99999172  x   0.99980805  =   0.99979977
 CL2057
 CL2057|---------------------------------------------------------------------|
 CL2057| PID    Reference Object                     Distance      Geod. Az  |
 CL2057|                                                           dddmmss.s |
 CL2057| CL2059 BV 053 222 GADT RM 1                 15.998 METERS 23217     |
 CL2057| CL2060 BV 053 222 GADT AZ MK               APPROX. 0.5 KM 3092721.3 |
 CL2057| CL2058 BV 053 222 GADT AZ TPT               16.206 METERS 30933     |
 CL2057|---------------------------------------------------------------------|
 CL2057
 CL2057                          SUPERSEDED SURVEY CONTROL
 CL2057
 CL2057  NAD 83(1986)-  32 29 18.72797(N)    082 22 56.96180(W) AD(       ) 2
 CL2057  NAD 27      -  32 29 18.13039(N)    082 22 57.49747(W) AD(       ) 2
 CL2057  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL2057
 CL2057.Superseded values are not recommended for survey control.
 CL2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2057.See file dsdata.txt to determine how the superseded data were derived.
 CL2057
 CL2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7010895430(NAD 83)
 CL2057_MARKER: DD = SURVEY DISK
 CL2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2057+STABILITY: SURFACE MOTION
 CL2057
 CL2057  HISTORY     - Date     Condition        Report By
 CL2057  HISTORY     - 1979     MONUMENTED       GADT
 CL2057
 CL2057                          STATION DESCRIPTION
 CL2057
 CL2057'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2057'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF NUNEZ, 3-3/4
 CL2057'MILES EAST OF COVENA, AND 8 MILES SOUTH-SOUTHWEST OF SWAINSBORO ON THE
 CL2057'PROPERTY OF MR. AND MRS. RUFUS MOORE JR.
 CL2057'
 CL2057'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 297, PAVED
 CL2057'COUNTY ROAD 91477 TO THE SOUTHEAST, AND DIRT COUNTY ROAD 211 TO THE
 CL2057'WEST IN NUNEZ, GO SOUTHWEST ALONG STATE ROUTE 297 FOR 1.2 MILES TO THE
 CL2057'JUNCTION OF DIRT COUNTY ROAD 192 TO THE RIGHT.  TURN RIGHT GOING WEST
 CL2057'ALONG COUNTY ROAD 192 FOR 0.45 MILE TO THE JUNCTION OF DIRT COUNTY
 CL2057'ROAD 191 TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 192 FOR
 CL2057'0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 193 FORKING TO THE LEFT.
 CL2057'TURN LEFT GOING WEST ALONG COUNTY ROAD 193 FOR 0.1 MILE TO THE
 CL2057'JUNCTION OF DIRT COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG
 CL2057'COUNTY ROAD 193 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CL2057'
 CL2057'THE STATION IS LOCATED 20 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL2057'THE ROAD, 1.5 FEET NORTH-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL2057'PEDESTAL, 502.2 FEET NORTHWEST OF ANOTHER UNDERGROUND TELEPHONE CABLE
 CL2057'PEDESTAL ON THE SOUTH SIDE OF THE ROAD, AND 1.5 FEET NORTH-NORTHEAST
 CL2057'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2057'STAMPED---053-222 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2057'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2057'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2057'STAMPED---053-222 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2057'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL2057'
 CL2057'REFERENCE MARK 1 IS ON THE PROPERTY OF MR. G.W. HOOKS, ROUTE 4,
 CL2057'SWAINSBORO.  TELEPHONE 912-562-3626.  IT IS LOCATED 18 FEET
 CL2057'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 52 FEET WEST-SOUTHWEST
 CL2057'OF THE UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF THE
 CL2057'ROAD, 532.8 FEET WEST-NORTHWEST OF THE OTHER UNDERGROUND TELEPHONE
 CL2057'CABLE PEDESTAL, AND 2.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS
 CL2057'A STANDARD DISK STAMPED---053-222 1979 RM 1---, SET IN THE TOP OF A 10
 CL2057'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2057'WITH STEEL RODS EMBEDDED.
 CL2057'
 CL2057'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST ALONG
 CL2057'COUNTY ROAD 193 FOR 0.25 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 194
 CL2057'TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 194 FOR 0.3
 CL2057'MILE TO THE JUNCTION OF A DIRT DRIVEWAY FORKING TO THE LEFT TO THE
 CL2057'C.W. HOOKS RESIDENCE AND A RED BARN AND THE AZIMUTH MARK ON THE LEFT.
 CL2057'IT IS LOCATED ON THE HOOKS PROPERTY 24 FEET SOUTH OF THE CENTERLINE OF
 CL2057'THE DRIVEWAY, 33.0 FEET EAST OF A 10 INCH CEDAR TREE, 68.6 FEET WEST
 CL2057'OF AN 8 INCH CEDAR TREE, 1.8 FEET NORTH OF A FENCELINE, 108.9 FEET
 CL2057'WEST-SOUTHWEST OF THE HINGED POST OF A METAL GATE ON THE EAST SIDE OF
 CL2057'COUNTY ROAD 192, AND 2.0 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL2057'STANDARD DISK STAMPED---053-222 1979 AZMK---, SET IN THE TOP OF A 10
 CL2057'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2057'WITH STEEL RODS EMBEDDED.
 CL2057'
 CL2057'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2057'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2060 ***********************************************************************
 CL2060  DESIGNATION -  BV 053 222 GADT AZ MK
 CL2060  PID         -  CL2060
 CL2060  STATE/COUNTY-  GA/EMANUEL
 CL2060  USGS QUAD   -  COVENA (1985)
 CL2060
 CL2060                         *CURRENT SURVEY CONTROL
 CL2060  ___________________________________________________________________
 CL2060* NAD 83(1994)-  32 29 29.73105(N)    082 23 12.74622(W)     ADJUSTED  
 CL2060* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 CL2060  ___________________________________________________________________
 CL2060  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL2060  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CL2060
 CL2060  HORZ ORDER  -  SECOND
 CL2060
 CL2060.The horizontal coordinates were established by classical geodetic methods
 CL2060.and adjusted by the National Geodetic Survey in September 1997..
 CL2060
 CL2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2060
 CL2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2060
 CL2060.The geoid height was determined by GEOID03.
 CL2060
 CL2060;                    North         East     Units Scale Factor Converg.
 CL2060;SPC GA E     -   276,245.958   179,305.756   MT  0.99990528   -0 07 05.8
 CL2060;SPC GA E     -   906,316.95    588,272.30   sFT  0.99990528   -0 07 05.8
 CL2060;UTM  17      - 3,595,774.290   369,700.669   MT  0.99980936   -0 44 42.4
 CL2060
 CL2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2060!SPC GA E     -   0.99999124  x   0.99990528  =   0.99989652
 CL2060!UTM  17      -   0.99999124  x   0.99980936  =   0.99980061
 CL2060
 CL2060                          SUPERSEDED SURVEY CONTROL
 CL2060
 CL2060  NAD 83(1986)-  32 29 29.73717(N)    082 23 12.74504(W) AD(       ) 2
 CL2060  NAD 27      -  32 29 29.13984(N)    082 23 13.28031(W) AD(       ) 2
 CL2060  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 CL2060
 CL2060.Superseded values are not recommended for survey control.
 CL2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2060.See file dsdata.txt to determine how the superseded data were derived.
 CL2060
 CL2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6970195774(NAD 83)
 CL2060_MARKER: DD = SURVEY DISK
 CL2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2060+STABILITY: SURFACE MOTION
 CL2060
 CL2060  HISTORY     - Date     Condition        Report By
 CL2060  HISTORY     - 1979     MONUMENTED       GADT
 CL2060
 CL2060                          STATION DESCRIPTION
 CL2060
 CL2060'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2060'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF NUNEZ, 3-1/2
 CL2060'MILES EAST OF COVENA, AND 3-1/4 MILES WEST OF WESLEY ON THE PROPERTY
 CL2060'OF MR, C.W. HOOKS, ROUTE 4, SWAINSBORO.  TELEPHONE 912-562-3626.
 CL2060'
 CL2060'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 297, PAVED
 CL2060'COUNTY ROAD 91477 TO THE SOUTHEAST, AND DIRT COUNTY ROAD 211 TO THE
 CL2060'WEST IN NUNEZ, GO SOUTHWEST ALONG STATE ROUTE 297 FOR 1.2 MILES TO THE
 CL2060'JUNCTION OF DIRT COUNTY ROAD 192 TO THE RIGHT.  TURN RIGHT GOING WEST
 CL2060'ALONG COUNTY ROAD 192 FOR 0.45 MILE TO THE JUNCTION OF DIRT COUNTY
 CL2060'ROAD 191 TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 192 FOR
 CL2060'0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 193 FORKING TO THE LEFT.
 CL2060'TURN LEFT GOING WEST ALONG COUNTY ROAD 193 FOR 0.1 MILE TO THE
 CL2060'JUNCTION OF DIRT COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG
 CL2060'COUNTY ROAD 193 FOR 0.45 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 194
 CL2060'TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 194 FOR 0.3
 CL2060'MILE TO THE JUNCTION OF A DRIVEWAY TO THE LEFT TO THE HOOKS RESIDENCE,
 CL2060'A RED BARN, AND THE STATION ON THE LEFT.
 CL2060'
 CL2060'THE STATION IS LOCATED 24 FEET SOUTH OF THE CENTERLINE OF THE
 CL2060'DRIVEWAY, 33.0 FEET EAST OF A 10 INCH CEDAR TREE, 68.6 FEET WEST OF AN
 CL2060'8 INCH CEDAR TREE, 1.8 FEET NORTH OF A FENCELINE, 108.9 FEET
 CL2060'WEST-SOUTHWEST OF THE HINGED POST OF A METAL GATE ON THE EAST SIDE OF
 CL2060'COUNTY ROAD 192, AND 2.0 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL2060'STANDARD BRASS DISK STAMPED---053-222 1979 AZ MK---, SET IN THE TOP OF
 CL2060'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2060'GROUND WITH STEEL RODS EMBEDDED.
 CL2060'
 CL2060'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2060'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2059 ***********************************************************************
 CL2059  DESIGNATION -  BV 053 222 GADT RM 1
 CL2059  PID         -  CL2059
 CL2059  STATE/COUNTY-  GA/EMANUEL
 CL2059  USGS QUAD   -  COVENA (1985)
 CL2059
 CL2059                         *CURRENT SURVEY CONTROL
 CL2059  ___________________________________________________________________
 CL2059* NAD 83(1994)-  32 29 18.40407(N)    082 22 57.44765(W)     ADJUSTED  
 CL2059* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL2059  ___________________________________________________________________
 CL2059  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CL2059  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CL2059
 CL2059  HORZ ORDER  -  SECOND
 CL2059
 CL2059.The horizontal coordinates were established by classical geodetic methods
 CL2059.and adjusted by the National Geodetic Survey in September 1997..
 CL2059
 CL2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2059
 CL2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2059
 CL2059.The geoid height was determined by GEOID03.
 CL2059
 CL2059;                    North         East     Units Scale Factor Converg.
 CL2059;SPC GA E     -   275,896.255   179,704.412   MT  0.99990508   -0 06 57.6
 CL2059;SPC GA E     -   905,169.63    589,580.23   sFT  0.99990508   -0 06 57.6
 CL2059;UTM  17      - 3,595,420.282   370,095.438   MT  0.99980809   -0 44 33.9
 CL2059
 CL2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2059!SPC GA E     -   0.99999187  x   0.99990508  =   0.99989695
 CL2059!UTM  17      -   0.99999187  x   0.99980809  =   0.99979996
 CL2059
 CL2059                          SUPERSEDED SURVEY CONTROL
 CL2059
 CL2059  NAD 83(1986)-  32 29 18.41021(N)    082 22 57.44646(W) AD(       ) 2
 CL2059  NAD 27      -  32 29 17.81262(N)    082 22 57.98212(W) AD(       ) 2
 CL2059  NGVD 29 (07/19/86)   81.     (m)          266.     (f) VERT ANG       
 CL2059
 CL2059.Superseded values are not recommended for survey control.
 CL2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2059.See file dsdata.txt to determine how the superseded data were derived.
 CL2059
 CL2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7009595420(NAD 83)
 CL2059_MARKER: DD = SURVEY DISK
 CL2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2059+STABILITY: SURFACE MOTION
 CL2059
 CL2059  HISTORY     - Date     Condition        Report By
 CL2059  HISTORY     - 1979     MONUMENTED       GADT
 CL2059
 CL2059                          STATION DESCRIPTION
 CL2059
 CL2059'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2059'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF NUNEZ, 3-3/4
 CL2059'MILES EAST OF COVENA, AND 3 MILES WEST OF WESLEY ON THE PROPERTY OF
 CL2059'MR. C.W. HOOKS, ROUTE 4, SWAINSBORO.  TELEPHONE 912-562-3626.
 CL2059'
 CL2059'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 297, PAVED
 CL2059'COUNTY ROAD 91477 TO THE SOUTHEAST, AND DIRT COUNTY ROAD 211 TO THE
 CL2059'WEST IN NUNEZ, GO SOUTHWEST ALONG STATE ROUTE 297 FOR 1.2 MILES TO THE
 CL2059'JUNCTION OF DIRT COUNTY ROAD 192 TO THE RIGHT.  TURN RIGHT GOING WEST
 CL2059'ALONG COUNTY ROAD 192 FOR 0.45 MILE TO THE JUNCTION OF DIRT COUNTY
 CL2059'ROAD 191 TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 192 FOR
 CL2059'0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 193 FORKING TO THE LEFT.
 CL2059'TURN LEFT GOING WEST ALONG COUNTY ROAD 193 FOR 0.1 MILE TO THE
 CL2059'JUNCTION OF DIRT COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG
 CL2059'COUNTY ROAD 193 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CL2059'
 CL2059'THE STATION IS LOCATED 18 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2059'THE ROAD, 52.0 FEET WEST-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL2059'PEDESTAL ON THE NORTH SIDE OF THE ROAD, 532.8 FEET WEST-NORTHWEST OF
 CL2059'ANOTHER UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 2.0 FEET
 CL2059'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2059'STAMPED---053-222 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2059'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2059'STEEL RODS EMBEDDED.
 CL2059'
 CL2059'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2059'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1872 ***********************************************************************
 CL1872  DESIGNATION -  BV 053 223 GADT
 CL1872  PID         -  CL1872
 CL1872  STATE/COUNTY-  GA/EMANUEL
 CL1872  USGS QUAD   -  SWAINSBORO (1971)
 CL1872
 CL1872                         *CURRENT SURVEY CONTROL
 CL1872  ___________________________________________________________________
 CL1872* NAD 83(1994)-  32 34 05.86345(N)    082 20 57.45638(W)     ADJUSTED  
 CL1872* NAVD 88     -        92.1    (meters)     302.     (feet)  VERTCON   
 CL1872  ___________________________________________________________________
 CL1872  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CL1872  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CL1872
 CL1872  HORZ ORDER  -  SECOND
 CL1872
 CL1872.The horizontal coordinates were established by classical geodetic methods
 CL1872.and adjusted by the National Geodetic Survey in September 1997..
 CL1872
 CL1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1872
 CL1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1872
 CL1872.The geoid height was determined by GEOID03.
 CL1872
 CL1872;                    North         East     Units Scale Factor Converg.
 CL1872;SPC GA E     -   284,744.571   182,852.013   MT  0.99990362   -0 05 53.9
 CL1872;SPC GA E     -   934,199.48    599,906.98   sFT  0.99990362   -0 05 53.9
 CL1872;UTM  17      - 3,604,232.705   373,339.416   MT  0.99979783   -0 43 35.1
 CL1872
 CL1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1872!SPC GA E     -   0.99999010  x   0.99990362  =   0.99989372
 CL1872!UTM  17      -   0.99999010  x   0.99979783  =   0.99978793
 CL1872
 CL1872|---------------------------------------------------------------------|
 CL1872| PID    Reference Object                     Distance      Geod. Az  |
 CL1872|                                                           dddmmss.s |
 CL1872| CL1871 BV 053 223 GADT TPT                   9.111 METERS 13317     |
 CL1872| CL1859 SWAINSBORO MAGIC MALL TANK          APPROX. 1.8 KM 1471939.6 |
 CL1872| CL1873 BV 053 223 GADT RM 1                 10.787 METERS 18617     |
 CL1872| CL1861 BV 053 223 GADT AZ MK               APPROX. 0.8 KM 1862522.7 |
 CL1872|---------------------------------------------------------------------|
 CL1872
 CL1872                          SUPERSEDED SURVEY CONTROL
 CL1872
 CL1872  NAD 83(1986)-  32 34 05.86956(N)    082 20 57.45551(W) AD(       ) 2
 CL1872  NAD 27      -  32 34 05.28009(N)    082 20 57.99575(W) AD(       ) 2
 CL1872  NGVD 29 (07/19/86)   92.3    (m)          303.     (f) VERT ANG       
 CL1872
 CL1872.Superseded values are not recommended for survey control.
 CL1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1872.See file dsdata.txt to determine how the superseded data were derived.
 CL1872
 CL1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7333904233(NAD 83)
 CL1872_MARKER: DD = SURVEY DISK
 CL1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1872+STABILITY: SURFACE MOTION
 CL1872
 CL1872  HISTORY     - Date     Condition        Report By
 CL1872  HISTORY     - 1979     MONUMENTED       GADT
 CL1872
 CL1872                          STATION DESCRIPTION
 CL1872
 CL1872'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1872'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHWEST OF
 CL1872'SWAINSBORO, 5-1/4 MILES NORTH OF NUNEZ, AND 6 MILES NORTH OF WESLEY
 CL1872'ON COUNTY RIGHT OF WAY.
 CL1872'
 CL1872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1872'26) AND STATE ROUTE 57 LOCATED IN WEST SWAINSBORO, GO WEST ALONG
 CL1872'U.S. HIGHWAY 80 (STATE ROUTE 26) FOR APPROXIMATELY 100 FEET TO THE
 CL1872'JUNCTION OF PAVED COUNTY ROAD 91116 (TYSON STREET) TO THE LEFT.
 CL1872'TURN LEFT GOING SOUTH ALONG COUNTY ROAD 91116 FOR 0.15 MILE TO THE
 CL1872'JUNCTION OF STATE ROUTE 56 (COVENA ROAD) CROSSING.  CONTINUE GOING
 CL1872'SOUTH ALONG COUNTY ROAD 91116 (OLD NUNEZ ROAD) FOR 1.0 MILE TO THE
 CL1872'JUNCTION OF PAVED COUNTY ROAD 365 TO THE LEFT.  CONTINUE GOING SOUTH
 CL1872'ALONG COUNTY ROAD 91116 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 CL1872'
 CL1872'THE STATION IS LOCATED 38.5 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL1872'OF THE ROAD, 20.4 FEET WEST-SOUTHWEST OF THE SOUTHERNMOST END OF A
 CL1872'15 INCH CONCRETE CULVERT UNDER A FIELD ACCESS ROAD TO THE WEST,
 CL1872'24.0 FEET NORTH-NORTHEAST OF A FENCE CORNER, 86.0 FEET NORTH-NORTHWEST
 CL1872'OF THE NORTHERNMOST END OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD
 CL1872'ROAD TO THE EAST, AND 3.0 FEET EAST-SOUTHEAST OF A WITNESS POST SET
 CL1872'AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---053-223
 CL1872'1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1872'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CL1872'UNDERGROUND STATION IS A STANDARD DISK STAMPED---053-223 1979---,
 CL1872'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.88 METER BELOW
 CL1872'THE SURFACE OF THE GROUND.
 CL1872'
 CL1872'REFERENCE MARK 1 IS LOCATED 36 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL1872'OF THE ROAD, 13.7 FEET NORTHWEST OF THE NORTHERNMOST END OF A
 CL1872'15 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE WEST, 13.9 FEET
 CL1872'SOUTH-SOUTHEAST OF THE FENCE CORNER, AND 3.0 FEET EAST-SOUTHEAST OF A
 CL1872'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-223 1979 RM 1---,
 CL1872'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL1872'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1872'
 CL1872'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 CL1872'ALONG COUNTY ROAD 91116 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 CL1872'LEFT.  IT IS LOCATED 36 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CL1872'ROAD, 37.9 FEET NORTH-NORTHEAST OF THE NORTHERNMOST END OF AN
 CL1872'18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST TO KINGDOM
 CL1872'HALL OF JEHOVAHS WITNESS, 10.6 FEET NORTH-NORTHWEST OF A POWER POLE,
 CL1872'94.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE KINGDOM
 CL1872'HALL OF JEHOVAHS WITNESS, 82.3 FEET WEST-NORTHWEST OF ANOTHER POWER
 CL1872'POLE, AND 2.7 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A
 CL1872'STANDARD DISK STAMPED---053-223 1979 AZ MK---, SET IN THE TOP OF A
 CL1872'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1872'GROUND WITH STEEL RODS EMBEDDED.
 CL1872'
 CL1872'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1872'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1861 ***********************************************************************
 CL1861  DESIGNATION -  BV 053 223 GADT AZ MK
 CL1861  PID         -  CL1861
 CL1861  STATE/COUNTY-  GA/EMANUEL
 CL1861  USGS QUAD   -  SWAINSBORO (1971)
 CL1861
 CL1861                         *CURRENT SURVEY CONTROL
 CL1861  ___________________________________________________________________
 CL1861* NAD 83(1994)-  32 33 41.07193(N)    082 21 00.75198(W)     ADJUSTED  
 CL1861* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL1861  ___________________________________________________________________
 CL1861  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CL1861  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CL1861
 CL1861  HORZ ORDER  -  SECOND
 CL1861
 CL1861.The horizontal coordinates were established by classical geodetic methods
 CL1861.and adjusted by the National Geodetic Survey in September 1997..
 CL1861
 CL1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1861
 CL1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1861
 CL1861.The geoid height was determined by GEOID03.
 CL1861
 CL1861;                    North         East     Units Scale Factor Converg.
 CL1861;SPC GA E     -   283,981.099   182,764.740   MT  0.99990366   -0 05 55.6
 CL1861;SPC GA E     -   931,694.66    599,620.65   sFT  0.99990366   -0 05 55.6
 CL1861;UTM  17      - 3,603,470.316   373,243.789   MT  0.99979813   -0 43 36.4
 CL1861
 CL1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1861!SPC GA E     -   0.99999109  x   0.99990366  =   0.99989475
 CL1861!UTM  17      -   0.99999109  x   0.99979813  =   0.99978922
 CL1861
 CL1861                          SUPERSEDED SURVEY CONTROL
 CL1861
 CL1861  NAD 83(1986)-  32 33 41.07805(N)    082 21 00.75109(W) AD(       ) 2
 CL1861  NAD 27      -  32 33 40.48789(N)    082 21 01.29113(W) AD(       ) 2
 CL1861  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL1861
 CL1861.Superseded values are not recommended for survey control.
 CL1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1861.See file dsdata.txt to determine how the superseded data were derived.
 CL1861
 CL1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7324403470(NAD 83)
 CL1861_MARKER: DD = SURVEY DISK
 CL1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1861+STABILITY: SURFACE MOTION
 CL1861
 CL1861  HISTORY     - Date     Condition        Report By
 CL1861  HISTORY     - 1979     MONUMENTED       GADT
 CL1861
 CL1861                          STATION DESCRIPTION
 CL1861
 CL1861'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1861'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHWEST
 CL1861'OF SWAINSBORO, 4-3/4 MILES NORTH OF NUNEZ, AND 5-1/2 MILES NORTH
 CL1861'OF WESLEY ON COUNTY RIGHT OF WAY.
 CL1861'
 CL1861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1861'26) AND STATE ROUTE 57 LOCATED IN SWAINSBORO, GO WEST ALONG U.S.
 CL1861'HIGHWAY 80 (STATE ROUTE 26) FOR APPROXIMATELY 100 FEET TO THE JUNCTION
 CL1861'OF PAVED COUNTY ROAD 91116 (TYSON STREET) TO THE LEFT.  TURN LEFT
 CL1861'GOING SOUTH ALONG COUNTY ROAD 91116 FOR 0.15 MILE TO THE JUNCTION OF
 CL1861'STATE ROUTE 56 (COVENA ROAD) CROSSING.  CONTINUE GOING SOUTH ALONG
 CL1861'COUNTY ROAD 91116 (OLD NUNEZ ROAD) FOR 1.0 MILE TO THE JUNCTION OF
 CL1861'PAVED COUNTY ROAD 365 TO THE LEFT.  CONTINUE GOING SOUTH ALONG
 CL1861'COUNTY ROAD 91116 FOR 1.1 MILES TO THE STATION ON THE LEFT.
 CL1861'
 CL1861'THE STATION IS LOCATED 36 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL1861'OF THE ROAD, 37.9 FEET NORTH-NORTHEAST OF THE NORTHERNMOST END
 CL1861'OF AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST TO
 CL1861'KINGDOM HALL OF JEHOVAHS WITNESS, 10.6 FEET NORTH-NORTHWEST OF A
 CL1861'POWER POLE, 94.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CL1861'KINGDOM HALL OF JEHOVAHS WITNESS, 82.3 FEET WEST-NORTHWEST OF
 CL1861'ANOTHER POWER POLE, AND 2.7 FEET WEST-NORTHWEST OF A WITNESS POST.
 CL1861'IT IS A STANDARD BRASS DISK STAMPED---053-223 1979 AZ MK---, SET IN
 CL1861'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1861'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1861'
 CL1861'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1861'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1873 ***********************************************************************
 CL1873  DESIGNATION -  BV 053 223 GADT RM 1
 CL1873  PID         -  CL1873
 CL1873  STATE/COUNTY-  GA/EMANUEL
 CL1873  USGS QUAD   -  SWAINSBORO (1971)
 CL1873
 CL1873                         *CURRENT SURVEY CONTROL
 CL1873  ___________________________________________________________________
 CL1873* NAD 83(1994)-  32 34 05.51539(N)    082 20 57.50159(W)     ADJUSTED  
 CL1873* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 CL1873  ___________________________________________________________________
 CL1873  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CL1873  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CL1873
 CL1873  HORZ ORDER  -  SECOND
 CL1873
 CL1873.The horizontal coordinates were established by classical geodetic methods
 CL1873.and adjusted by the National Geodetic Survey in September 1997..
 CL1873
 CL1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1873
 CL1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1873
 CL1873.The geoid height was determined by GEOID03.
 CL1873
 CL1873;                    North         East     Units Scale Factor Converg.
 CL1873;SPC GA E     -   284,733.852   182,850.816   MT  0.99990363   -0 05 53.9
 CL1873;SPC GA E     -   934,164.31    599,903.05   sFT  0.99990363   -0 05 53.9
 CL1873;UTM  17      - 3,604,222.001   373,338.101   MT  0.99979783   -0 43 35.2
 CL1873
 CL1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1873!SPC GA E     -   0.99999014  x   0.99990363  =   0.99989377
 CL1873!UTM  17      -   0.99999014  x   0.99979783  =   0.99978798
 CL1873
 CL1873                          SUPERSEDED SURVEY CONTROL
 CL1873
 CL1873  NAD 83(1986)-  32 34 05.52151(N)    082 20 57.50072(W) AD(       ) 2
 CL1873  NAD 27      -  32 34 04.93202(N)    082 20 58.04096(W) AD(       ) 2
 CL1873  NGVD 29 (07/19/86)   92.     (m)          302.     (f) VERT ANG       
 CL1873
 CL1873.Superseded values are not recommended for survey control.
 CL1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1873.See file dsdata.txt to determine how the superseded data were derived.
 CL1873
 CL1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7333804222(NAD 83)
 CL1873_MARKER: DD = SURVEY DISK
 CL1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1873+STABILITY: SURFACE MOTION
 CL1873
 CL1873  HISTORY     - Date     Condition        Report By
 CL1873  HISTORY     - 1979     MONUMENTED       GADT
 CL1873
 CL1873                          STATION DESCRIPTION
 CL1873
 CL1873'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1873'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHWEST OF
 CL1873'SWAINSBORO, 5-1/4 MILES NORTH OF NUNEZ, AND 6 MILES NORTH OF WESLEY
 CL1873'ON COUNTY RIGHT OF WAY.
 CL1873'
 CL1873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1873'ROUTE 26) AND STATE ROUTE 57 LOCATED IN WEST SWAINSBORO, GO WEST
 CL1873'ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR APPROXIMATELY 100 FEET TO
 CL1873'THE JUNCTION OF PAVED COUNTY ROAD 91116 (TYSON STREET) TO THE LEFT.
 CL1873'TURN LEFT GOING SOUTH ALONG COUNTY ROAD 91116 FOR 0.15 MILE TO THE
 CL1873'JUNCTION OF STATE ROUTE 56 (COVENA ROAD) CROSSING.  CONTINUE GOING
 CL1873'SOUTH ALONG COUNTY ROAD 91116 (OLD NUNEZ ROAD) FOR 1.0 MILE TO THE
 CL1873'JUNCTION OF PAVED COUNTY ROAD 365 TO THE LEFT.  CONTINUE GOING SOUTH
 CL1873'ALONG COUNTY ROAD 91116 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 CL1873'
 CL1873'THE STATION IS LOCATED 36 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL1873'OF THE ROAD, 13.7 FEET NORTHWEST OF THE NORTHERNMOST END OF A
 CL1873'15 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE WEST, 13.9 FEET
 CL1873'SOUTH-SOUTHEAST OF A FENCE CORNER, AND 3.0 FEET EAST-SOUTHEAST OF
 CL1873'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-223 1979
 CL1873'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1873'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1873'
 CL1873'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1873'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2061 ***********************************************************************
 CL2061  DESIGNATION -  BV 053 224 GADT
 CL2061  PID         -  CL2061
 CL2061  STATE/COUNTY-  GA/EMANUEL
 CL2061  USGS QUAD   -  COVENA (1985)
 CL2061
 CL2061                         *CURRENT SURVEY CONTROL
 CL2061  ___________________________________________________________________
 CL2061* NAD 83(1994)-  32 23 58.30586(N)    082 23 16.05861(W)     ADJUSTED  
 CL2061* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 CL2061  ___________________________________________________________________
 CL2061  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL2061  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CL2061
 CL2061  HORZ ORDER  -  SECOND
 CL2061
 CL2061.The horizontal coordinates were established by classical geodetic methods
 CL2061.and adjusted by the National Geodetic Survey in September 1997..
 CL2061
 CL2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2061
 CL2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2061
 CL2061.The geoid height was determined by GEOID03.
 CL2061
 CL2061;                    North         East     Units Scale Factor Converg.
 CL2061;SPC GA E     -   266,037.882   179,198.150   MT  0.99990533   -0 07 06.5
 CL2061;SPC GA E     -   872,825.95    587,919.26   sFT  0.99990533   -0 07 06.5
 CL2061;UTM  17      - 3,585,568.974   369,481.559   MT  0.99981007   -0 44 37.4
 CL2061
 CL2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2061!SPC GA E     -   0.99999030  x   0.99990533  =   0.99989563
 CL2061!UTM  17      -   0.99999030  x   0.99981007  =   0.99980037
 CL2061
 CL2061:                Primary Azimuth Mark                     Grid Az
 CL2061:SPC GA E     -  BV 053 224 GADT AZ MK                    236 29 20.4
 CL2061:UTM  17      -  BV 053 224 GADT AZ MK                    237 06 51.3
 CL2061
 CL2061|---------------------------------------------------------------------|
 CL2061| PID    Reference Object                     Distance      Geod. Az  |
 CL2061|                                                           dddmmss.s |
 CL2061| CL2064 BV 053 224 GADT AZ MK               APPROX. 0.7 KM 2362213.9 |
 CL2061| CL2063 BV 053 224 GADT AZ TPT               15.311 METERS 23626     |
 CL2061| CL2062 BV 053 224 GADT RM 1                 13.597 METERS 30251     |
 CL2061|---------------------------------------------------------------------|
 CL2061
 CL2061                          SUPERSEDED SURVEY CONTROL
 CL2061
 CL2061  NAD 83(1986)-  32 23 58.30889(N)    082 23 16.05590(W) AD(       ) 2
 CL2061  NAD 27      -  32 23 57.70006(N)    082 23 16.58919(W) AD(       ) 2
 CL2061  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 CL2061
 CL2061.Superseded values are not recommended for survey control.
 CL2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2061.See file dsdata.txt to determine how the superseded data were derived.
 CL2061
 CL2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6948285569(NAD 83)
 CL2061_MARKER: DD = SURVEY DISK
 CL2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2061+STABILITY: SURFACE MOTION
 CL2061
 CL2061  HISTORY     - Date     Condition        Report By
 CL2061  HISTORY     - 1979     MONUMENTED       GADT
 CL2061
 CL2061                          STATION DESCRIPTION
 CL2061
 CL2061'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2061'THE STAION IS LOCATED APPROXIMATELY 5 MILES WEST-NORTHWEST OF OAK
 CL2061'PARK, 6-3/4 MILES SOUTH-SOUTHWEST OF NUNEZ, AND 7-1/2 MILES
 CL2061'SOUTH-SOUTHEAST OF COVENA ON PROPERTY OF MR. CAPERS PHILLIPS, ROUTE
 CL2061'2, LYONS.  TELEPHONE 912-578-5560.  PERMISSION TO SET THE STATION
 CL2061'GRANTED BY R.D. HARDEE, ROUTE 2, LYONS.  TELEPHONE 912-578-5563.
 CL2061'
 CL2061'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 (STATE ROUTE
 CL2061'86) AND STATE ROUTE 297 LOCATED APPROXIMATELY 5 MILES WEST-NORTHWEST
 CL2061'OF OAK PARK, GO SOUTHEAST ALONG STATE ROUTE 46 (86) FOR 0.45 MILE TO
 CL2061'THE JUNCTION OF DIRT COUNTY ROAD 218 TO THE LEFT.  TURN LEFT GOING
 CL2061'NORTH ALONG COUNTY ROAD 218 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CL2061'
 CL2061'THE STATION IS LOCATED 16 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY
 CL2061'ROAD 218, 315 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2061'CENTERLINES OF COUNTY ROAD 218 AND COUNTY ROAD 217, 48.5 FEET EAST OF
 CL2061'A 10 INCH PINE TREE WITH THE BEGINING OF A WIRE FENCE TO THE NORTHWEST
 CL2061'ATTACHED, AND 3.1 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL2061'BRASS DISK STAMPED---053-224 1979---, SET IN THE TOP OF A 10 INCH
 CL2061'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2061'STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2061'STAMPED---053-224 1979---, SET IN AN IRREGULAR MASS OF CONCRETE 0.84
 CL2061'METER BELOW THE SURFACE OF THE GROUND.
 CL2061'
 CL2061'REFERENCE MARK 1 IS LOCATED 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 CL2061'ROAD, 331 FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2061'CENTERLINES OF COUNTY ROADS 218 AND 217, 15.3 FEET NORTHEAST OF THE 10
 CL2061'INCH PINE TREE WITH FENCELINE ATTACHED, AND 3.0 FEET SOUTHEAST OF A
 CL2061'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-224 1979 RM 1---,
 CL2061'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2061'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2061'
 CL2061'THE AZIMUTH MARK IS LOCATED IN THE WEST QUADRANT OF THE JUNCTION OF
 CL2061'STATE ROUTES 46 (86) AND 297, 43.5 FEET SOUTH-SOUTHWEST OF THE
 CL2061'CENTERLINE OF STATE ROUTES 46 AND 86, 101.5 FEET WEST OF THE POINT OF
 CL2061'INTERSECTION OF THE CENTERLINES OF STATE ROUTES 46, 86 AND 297, 70.2
 CL2061'FEET WEST-NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE CROSSDRAIN
 CL2061'UNDER STATE ROUTE 297, 39.4 FEET NORTH-NORTHEAST OF A 36 INCH PECAN
 CL2061'TREE, AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CL2061'STANDARD DISK STAMPED---053-224 1979 AZ MK---, SET IN THE TOP OF A 10
 CL2061'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2061'WITH STEEL RODS EMBEDDED.
 CL2061'
 CL2061'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2061'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2064 ***********************************************************************
 CL2064  DESIGNATION -  BV 053 224 GADT AZ MK
 CL2064  PID         -  CL2064
 CL2064  STATE/COUNTY-  GA/TREUTLEN
 CL2064  USGS QUAD   -  COVENA (1985)
 CL2064
 CL2064                         *CURRENT SURVEY CONTROL
 CL2064  ___________________________________________________________________
 CL2064* NAD 83(1994)-  32 23 45.56785(N)    082 23 38.62995(W)     ADJUSTED  
 CL2064* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL2064  ___________________________________________________________________
 CL2064  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CL2064  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CL2064
 CL2064  HORZ ORDER  -  SECOND
 CL2064
 CL2064.The horizontal coordinates were established by classical geodetic methods
 CL2064.and adjusted by the National Geodetic Survey in September 1997..
 CL2064
 CL2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2064
 CL2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2064
 CL2064.The geoid height was determined by GEOID03.
 CL2064
 CL2064;                    North         East     Units Scale Factor Converg.
 CL2064;SPC GA E     -   265,646.777   178,607.502   MT  0.99990564   -0 07 18.6
 CL2064;SPC GA E     -   871,542.80    585,981.45   sFT  0.99990564   -0 07 18.6
 CL2064;UTM  17      - 3,585,184.374   368,886.734   MT  0.99981199   -0 44 49.2
 CL2064
 CL2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2064!SPC GA E     -   0.99999155  x   0.99990564  =   0.99989719
 CL2064!UTM  17      -   0.99999155  x   0.99981199  =   0.99980354
 CL2064
 CL2064                          SUPERSEDED SURVEY CONTROL
 CL2064
 CL2064  NAD 83(1986)-  32 23 45.57086(N)    082 23 38.62721(W) AD(       ) 2
 CL2064  NAD 27      -  32 23 44.96162(N)    082 23 39.15979(W) AD(       ) 2
 CL2064  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL2064
 CL2064.Superseded values are not recommended for survey control.
 CL2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2064.See file dsdata.txt to determine how the superseded data were derived.
 CL2064
 CL2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6888785184(NAD 83)
 CL2064_MARKER: DD = SURVEY DISK
 CL2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2064+STABILITY: SURFACE MOTION
 CL2064
 CL2064  HISTORY     - Date     Condition        Report By
 CL2064  HISTORY     - 1979     MONUMENTED       GADT
 CL2064
 CL2064                          STATION DESCRIPTION
 CL2064
 CL2064'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2064'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES WEST-NORTHWEST OF OAK
 CL2064'PARK, 7 MILES SOUTH-SOUTHWEST OF NUNEZ, AND 7-1/2 MILES
 CL2064'SOUTH-SOUTHEAST OF COVENA ON STATE RIGHT OF WAY.
 CL2064'
 CL2064'THE STATION IS LOCATED IN THE WEST QUADRANT OF THE JUNCTION OF STATE
 CL2064'ROUTES 46 (86) AND 297 LOCATED ABOUT 5 MILES WEST-NORTHWEST OF OAK
 CL2064'PARK.
 CL2064'
 CL2064'THE STATION IS LOCATED 43.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2064'STATE ROUTE 46 AND STATE ROUTE 86, 101.5 FEET WEST OF THE POINT OF
 CL2064'INTERSECTION OF THE CENTERLINES OF STATE ROUTES 46, 86, AND 297, 70.2
 CL2064'FEET WEST-NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE CROSS DRAIN
 CL2064'UNDER STATE ROUTE 297, 39.4 FEET NORTH-NORTHEAST OF A 36 INCH PECAN
 CL2064'TREE, AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CL2064'STANDARD BRASS DISK STAMPED---053-224 1979 AZ MK---, SET IN THE TOP OF
 CL2064'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2064'GROUND WITH STEEL RODS EMBEDDED.
 CL2064'
 CL2064'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2064'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2062 ***********************************************************************
 CL2062  DESIGNATION -  BV 053 224 GADT RM 1
 CL2062  PID         -  CL2062
 CL2062  STATE/COUNTY-  GA/EMANUEL
 CL2062  USGS QUAD   -  COVENA (1985)
 CL2062
 CL2062                         *CURRENT SURVEY CONTROL
 CL2062  ___________________________________________________________________
 CL2062* NAD 83(1994)-  32 23 58.54528(N)    082 23 16.49570(W)     ADJUSTED  
 CL2062* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 CL2062  ___________________________________________________________________
 CL2062  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL2062  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CL2062
 CL2062  HORZ ORDER  -  SECOND
 CL2062
 CL2062.The horizontal coordinates were established by classical geodetic methods
 CL2062.and adjusted by the National Geodetic Survey in September 1997..
 CL2062
 CL2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2062
 CL2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2062
 CL2062.The geoid height was determined by GEOID03.
 CL2062
 CL2062;                    North         East     Units Scale Factor Converg.
 CL2062;SPC GA E     -   266,045.280   179,186.744   MT  0.99990534   -0 07 06.8
 CL2062;SPC GA E     -   872,850.22    587,881.84   sFT  0.99990534   -0 07 06.8
 CL2062;UTM  17      - 3,585,576.496   369,470.235   MT  0.99981010   -0 44 37.6
 CL2062
 CL2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2062!SPC GA E     -   0.99999030  x   0.99990534  =   0.99989564
 CL2062!UTM  17      -   0.99999030  x   0.99981010  =   0.99980040
 CL2062
 CL2062                          SUPERSEDED SURVEY CONTROL
 CL2062
 CL2062  NAD 83(1986)-  32 23 58.54832(N)    082 23 16.49300(W) AD(       ) 2
 CL2062  NAD 27      -  32 23 57.93949(N)    082 23 17.02627(W) AD(       ) 2
 CL2062  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 CL2062
 CL2062.Superseded values are not recommended for survey control.
 CL2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2062.See file dsdata.txt to determine how the superseded data were derived.
 CL2062
 CL2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6947085576(NAD 83)
 CL2062_MARKER: DD = SURVEY DISK
 CL2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2062+STABILITY: SURFACE MOTION
 CL2062
 CL2062  HISTORY     - Date     Condition        Report By
 CL2062  HISTORY     - 1979     MONUMENTED       GADT
 CL2062
 CL2062                          STATION DESCRIPTION
 CL2062
 CL2062'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2062'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST-NORTWEST OF OAK
 CL2062'PARK, 6-3/4 MILES SOUTH-SOUTHWEST OF NUNEZ, AND 7-1/2 MILES
 CL2062'SOUTH-SOUTHEAST OF COVENA ON COUNTY RIGHT OF WAY.
 CL2062'
 CL2062'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 (STATE ROUTE
 CL2062'86) AND STATE ROUTE 297 APPROXIMATELY 5 MILES WEST-NORTHWEST OF OAK
 CL2062'PARK, GO SOUTHEAST ALONG STATE ROUTE 46 FOR 0.45 MILE TO THE JUNCTION
 CL2062'OF DIRT COUNTY ROAD 218 TO THE LEFT.  TURN LEFT GOING NORTH ALONG
 CL2062'COUNTY ROAD 218 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CL2062'
 CL2062'THE STATION IS LOCATED 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 CL2062'COUNTY ROAD, 331.0 FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION
 CL2062'OF THE CENTERLINES OF COUNTY ROADS 218, AND 217, 15.3 FEET NORTHEAST
 CL2062'OF A 10 INCH PINE TREE WITH THE BEGINING OF A WIRE FENCE TO THE
 CL2062'NORTHWEST ATTACHED, AND 3.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 CL2062'STANDARD BRASS DISK STAMPED---053-224 1979 RM 1---, SET IN THE TOP OF
 CL2062'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2062'GROUND WITH STEEL RODS EMBEDDED.
 CL2062'
 CL2062'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2062'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2051 ***********************************************************************
 CL2051  DESIGNATION -  BV 053 225 GADT
 CL2051  PID         -  CL2051
 CL2051  STATE/COUNTY-  GA/EMANUEL
 CL2051  USGS QUAD   -  OAK PARK SW (1970)
 CL2051
 CL2051                         *CURRENT SURVEY CONTROL
 CL2051  ___________________________________________________________________
 CL2051* NAD 83(1994)-  32 21 41.22013(N)    082 23 45.01295(W)     ADJUSTED  
 CL2051* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL2051  ___________________________________________________________________
 CL2051  X           -     713,614.085 (meters)                     COMP
 CL2051  Y           -  -5,345,326.124 (meters)                     COMP
 CL2051  Z           -   3,394,379.705 (meters)                     COMP
 CL2051  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CL2051  ELLIP HEIGHT-          46.18  (meters)          (09/03/97) GPS OBS
 CL2051  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CL2051
 CL2051  HORZ ORDER  -  SECOND
 CL2051  ELLP ORDER  -  FOURTH    CLASS II
 CL2051
 CL2051.The horizontal coordinates were established by classical geodetic methods
 CL2051.and adjusted by the National Geodetic Survey in September 1997..
 CL2051
 CL2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2051
 CL2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2051
 CL2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2051
 CL2051.The ellipsoidal height was determined by GPS observations
 CL2051.and is referenced to NAD 83.
 CL2051
 CL2051.The geoid height was determined by GEOID03.
 CL2051
 CL2051;                    North         East     Units Scale Factor Converg.
 CL2051;SPC GA E     -   261,817.128   178,432.497   MT  0.99990573   -0 07 21.6
 CL2051;SPC GA E     -   858,978.36    585,407.28   sFT  0.99990573   -0 07 21.6
 CL2051;UTM  17      - 3,581,357.219   368,669.994   MT  0.99981269   -0 44 50.1
 CL2051
 CL2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2051!SPC GA E     -   0.99999275  x   0.99990573  =   0.99989848
 CL2051!UTM  17      -   0.99999275  x   0.99981269  =   0.99980544
 CL2051
 CL2051|---------------------------------------------------------------------|
 CL2051| PID    Reference Object                     Distance      Geod. Az  |
 CL2051|                                                           dddmmss.s |
 CL2051| CL2055 BV 053 225 GADT RM 1                 13.406 METERS 11858     |
 CL2051| CL2056 BV 053 225 GADT AZ TPT               13.243 METERS 13414     |
 CL2051| CL2050 BV 053 225 GADT AZ MK               APPROX. 0.5 KM 1342315.1 |
 CL2051|---------------------------------------------------------------------|
 CL2051
 CL2051                          SUPERSEDED SURVEY CONTROL
 CL2051
 CL2051  NAD 83(1986)-  32 21 41.22290(N)    082 23 45.00969(W) AD(       ) 2
 CL2051  NAD 27      -  32 21 40.61025(N)    082 23 45.54154(W) AD(       ) 2
 CL2051  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL2051
 CL2051.Superseded values are not recommended for survey control.
 CL2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2051.See file dsdata.txt to determine how the superseded data were derived.
 CL2051
 CL2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6867081357(NAD 83)
 CL2051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CL2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2051+STABILITY: SURFACE MOTION
 CL2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2051+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1987
 CL2051
 CL2051  HISTORY     - Date     Condition        Report By
 CL2051  HISTORY     - 1979     MONUMENTED       GADT
 CL2051  HISTORY     - 1985     GOOD             NGS
 CL2051  HISTORY     - 19870114 GOOD
 CL2051
 CL2051                          STATION DESCRIPTION
 CL2051
 CL2051'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2051'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST OF OAK PARK,
 CL2051'9-1/2 MILES SOUTH-SOUTHWEST OF NUNEZ, AND 11-3/4 MILES EAST OF
 CL2051'SOPERTON ON THE PROPERTY OF MR. FRANK FLANDERS.  OFFICE TELEPHONE
 CL2051'912-562-4448.
 CL2051'
 CL2051'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 297 AND 46
 CL2051'APPROXIMATELY 5-1/4 MILES WEST-NORTHWEST OF OAK PARK, GO SOUTH ALONG
 CL2051'STATE ROUTE 297 FOR 2.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 227
 CL2051'TO THE LEFT AND DIRT COUNTY ROAD 42 TO THE RIGHT.  TURN LEFT GOING
 CL2051'EAST ALONG COUNTY ROAD 227 FOR 0.55 MILE TO THE JUNCTION OF DIRT
 CL2051'COUNTY ROAD 226 TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL2051'227 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 CL2051'
 CL2051'THE STATION IS LOCATED 36 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2051'ROAD, 59.8 FEET SOUTHEAST OF A POWER POLE, 26.5 FEET NORTHEAST OF THE
 CL2051'NORTH CORNER OF A CHIMNEY ON THE NORTHWEST SIDE OF A VERY OLD
 CL2051'ABANDONED HOUSE WITH A RUSTY TIN ROOF, AND 2.8 FEET NORTHEAST OF A
 CL2051'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-225 1979---,
 CL2051'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2051'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK
 CL2051'IS A STANDARD BRASS DISK STAMPED---053-225 1979---, SET IN AN
 CL2051'IRREGULAR MASS OF CONCRETE 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL2051'
 CL2051'REFERENCE MARK 1 IS LOCATED 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2051'ROAD, 100.0 FEET SOUTHEAST OF THE POWER POLE, 26.1 FEET NORTHEAST OF
 CL2051'THE EAST CORNER OF THE CHIMNEY ON THE SOUTHEAST SIDE OF THE OLD
 CL2051'ABANDONED HOUSE, AND 2.8 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 CL2051'STANDARD DISK STAMPED---053-225 1979 RM 1---, SET IN THE TOP OF A 10
 CL2051'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2051'WITH STEEL RODS EMBEDDED.
 CL2051'
 CL2051'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTHEAST
 CL2051'ALONG COUNTY ROAD 227 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2051'IT IS LOCATED 31 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 42.2
 CL2051'FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2051'OF THE ROAD AND A FIELD ROAD CROSSING, 3.5 FEET NORTH OF A POWER POLE,
 CL2051'383.5 FEET SOUTHEAST OF ANOTHER POWER POLE, AND 2.6 FEET NORTHEAST OF
 CL2051'A WITNESS POST.  IT IS A STANDARD DISK
 CL2051'STAMPED---053-225 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2051'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2051'STEEL RODS EMBEDDED.
 CL2051'
 CL2051'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2051'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
 CL2051
 CL2051                          STATION RECOVERY (1985)
 CL2051
 CL2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2051'THE STATION WAS RECOVERED AT THIS DATE.
 CL2051'THE STATION, REFERENCE MARK AND AZIMUTH MARK WERE RECOVERED AS
 CL2051'DESCRIBED BY WRN IN 1979.  THE STATION  IS TO BE OCCUPIED BY THE
 CL2051'GLOBAL POSITIONING SATELLITE SYSTEM IN THIS PROJECT.
 CL2051'
 CL2051'DESCRIBED BY B. PUTZIGER.
 CL2051
 CL2051                          STATION RECOVERY (1987)
 CL2051
 CL2051'RECOVERED 1987
 CL2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2050 ***********************************************************************
 CL2050  DESIGNATION -  BV 053 225 GADT AZ MK
 CL2050  PID         -  CL2050
 CL2050  STATE/COUNTY-  GA/EMANUEL
 CL2050  USGS QUAD   -  OAK PARK SW (1970)
 CL2050
 CL2050                         *CURRENT SURVEY CONTROL
 CL2050  ___________________________________________________________________
 CL2050* NAD 83(1994)-  32 21 29.82608(N)    082 23 31.29906(W)     ADJUSTED  
 CL2050* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL2050  ___________________________________________________________________
 CL2050  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CL2050  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CL2050
 CL2050  HORZ ORDER  -  SECOND
 CL2050
 CL2050.The horizontal coordinates were established by classical geodetic methods
 CL2050.and adjusted by the National Geodetic Survey in September 1997..
 CL2050
 CL2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2050
 CL2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2050
 CL2050.The geoid height was determined by GEOID03.
 CL2050
 CL2050;                    North         East     Units Scale Factor Converg.
 CL2050;SPC GA E     -   261,465.423   178,790.267   MT  0.99990555   -0 07 14.2
 CL2050;SPC GA E     -   857,824.48    586,581.07   sFT  0.99990555   -0 07 14.2
 CL2050;UTM  17      - 3,581,001.668   369,023.877   MT  0.99981155   -0 44 42.5
 CL2050
 CL2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2050!SPC GA E     -   0.99999312  x   0.99990555  =   0.99989867
 CL2050!UTM  17      -   0.99999312  x   0.99981155  =   0.99980467
 CL2050
 CL2050                          SUPERSEDED SURVEY CONTROL
 CL2050
 CL2050  NAD 83(1986)-  32 21 29.82891(N)    082 23 31.29576(W) AD(       ) 2
 CL2050  NAD 27      -  32 21 29.21599(N)    082 23 31.82794(W) AD(       ) 2
 CL2050  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CL2050
 CL2050.Superseded values are not recommended for survey control.
 CL2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2050.See file dsdata.txt to determine how the superseded data were derived.
 CL2050
 CL2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6902481002(NAD 83)
 CL2050_MARKER: DD = SURVEY DISK
 CL2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2050+STABILITY: SURFACE MOTION
 CL2050
 CL2050  HISTORY     - Date     Condition        Report By
 CL2050  HISTORY     - 1979     MONUMENTED       GADT
 CL2050
 CL2050                          STATION DESCRIPTION
 CL2050
 CL2050'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2050'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES WEST OF OAK PARK,
 CL2050'9-3/4 MILES SOUTH-SOUTHWEST OF NUNEZ, AND 12 MILES EAST OF SOPERTON ON
 CL2050'THE PROPERTY OF MR. FRANK FLANDERS.  OFFICE TELEPHONE 912-562-4448.
 CL2050'
 CL2050'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 297 AND 46
 CL2050'APPROXIMATELY 5-1/4 MILES WEST-NORTHWEST OF OAK PARK, GO SOUTH ALONG
 CL2050'STATE ROUTE 297 FOR 2.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 227
 CL2050'TO THE LEFT AND DIRT COUNTY ROAD 42 TO THE RIGHT.  TURN LEFT GOING
 CL2050'EAST ALONG COUNTY ROAD 227 FOR 0.55 MILE TO THE JUNCTION OF DIRT
 CL2050'COUNTY ROAD 226 TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL2050'227 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 CL2050'
 CL2050'THE STATION IS LOCATED 31 FEET
 CL2050'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 422 FEET SOUTH-SOUTHEAST OF
 CL2050'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A FIELD
 CL2050'ROAD CROSSING, 3.5 FEET NORTH OF A POWER POLE, 383.5 FEET SOUTHEAST OF
 CL2050'ANOTHER POWER POLE, AND 2.6 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 CL2050'STANDARD BRASS DISK STAMPED---053-225 1979 AZ MK---, SET IN THE TOP OF
 CL2050'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2050'GROUND WITH STEEL RODS EMBEDDED.
 CL2050'
 CL2050'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2050'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2055 ***********************************************************************
 CL2055  DESIGNATION -  BV 053 225 GADT RM 1
 CL2055  PID         -  CL2055
 CL2055  STATE/COUNTY-  GA/EMANUEL
 CL2055  USGS QUAD   -  OAK PARK SW (1970)
 CL2055
 CL2055                         *CURRENT SURVEY CONTROL
 CL2055  ___________________________________________________________________
 CL2055* NAD 83(1994)-  32 21 41.00940(N)    082 23 44.56429(W)     ADJUSTED  
 CL2055* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 CL2055  ___________________________________________________________________
 CL2055  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CL2055  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CL2055
 CL2055  HORZ ORDER  -  SECOND
 CL2055
 CL2055.The horizontal coordinates were established by classical geodetic methods
 CL2055.and adjusted by the National Geodetic Survey in September 1997..
 CL2055
 CL2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2055
 CL2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2055
 CL2055.The geoid height was determined by GEOID03.
 CL2055
 CL2055;                    North         East     Units Scale Factor Converg.
 CL2055;SPC GA E     -   261,810.613   178,444.212   MT  0.99990573   -0 07 21.4
 CL2055;SPC GA E     -   858,956.99    585,445.72   sFT  0.99990573   -0 07 21.4
 CL2055;UTM  17      - 3,581,350.577   368,681.636   MT  0.99981265   -0 44 49.8
 CL2055
 CL2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2055!SPC GA E     -   0.99999265  x   0.99990573  =   0.99989838
 CL2055!UTM  17      -   0.99999265  x   0.99981265  =   0.99980530
 CL2055
 CL2055                          SUPERSEDED SURVEY CONTROL
 CL2055
 CL2055  NAD 83(1986)-  32 21 41.01220(N)    082 23 44.56109(W) AD(       ) 2
 CL2055  NAD 27      -  32 21 40.39954(N)    082 23 45.09295(W) AD(       ) 2
 CL2055  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 CL2055
 CL2055.Superseded values are not recommended for survey control.
 CL2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2055.See file dsdata.txt to determine how the superseded data were derived.
 CL2055
 CL2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6868281351(NAD 83)
 CL2055_MARKER: DD = SURVEY DISK
 CL2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2055+STABILITY: SURFACE MOTION
 CL2055
 CL2055  HISTORY     - Date     Condition        Report By
 CL2055  HISTORY     - 1979     MONUMENTED       GADT
 CL2055
 CL2055                          STATION DESCRIPTION
 CL2055
 CL2055'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2055'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST OF OAK PARK,
 CL2055'9-1/2 MILES SOUTH-SOUTHWEST OF NUNEZ, AND 11-3/4 MILES EAST OF
 CL2055'SOPERTON ON THE PROPERTY OF MR. FRANK FLANDERS.  OFFICE TELEPHONE
 CL2055'912-562-4448.
 CL2055'
 CL2055'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 297 AND 46
 CL2055'APPROXIMATELY 5-1/4 MILES WEST-NORTHWEST OF OAK PARK, GO SOUTH ALONG
 CL2055'STATE ROUTE 297 FOR 2.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 227
 CL2055'TO THE LEFT AND DIRT COUNTY ROAD 42 TO THE RIGHT.  TURN LEFT GOING
 CL2055'EAST ALONG COUNTY ROAD 227 FOR 0.55 MILE TO THE JUNCTION OF DIRT
 CL2055'COUNTY ROAD 226 TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL2055'227 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 CL2055'
 CL2055'THE STATION IS LOCATED 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2055'ROAD, 100.0 FEET SOUTHEAST OF A POWER POLE, 26.1 FEET NORTHEAST OF THE
 CL2055'EAST CORNER OF A CHIMNEY ON THE SOUTHEAST SIDE OF A VERY OLD ABANDONED
 CL2055'HOUSE WITH A RUSTY TIN ROOF, AND 2.8 FEET NORTHEAST OF A WITNESS POST.
 CL2055'IT IS A STANDARD BRASS DISK STAMPED---053-225 1979 RM 1---, SET IN THE
 CL2055'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2055'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2055'
 CL2055'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2055'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2047 ***********************************************************************
 CL2047  DESIGNATION -  BV 053 226 GADT
 CL2047  PID         -  CL2047
 CL2047  STATE/COUNTY-  GA/EMANUEL
 CL2047  USGS QUAD   -  OAK PARK (1985)
 CL2047
 CL2047                         *CURRENT SURVEY CONTROL
 CL2047  ___________________________________________________________________
 CL2047* NAD 83(1994)-  32 22 10.99441(N)    082 19 29.31859(W)     ADJUSTED  
 CL2047* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 CL2047  ___________________________________________________________________
 CL2047  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CL2047  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CL2047
 CL2047  HORZ ORDER  -  SECOND
 CL2047
 CL2047.The horizontal coordinates were established by classical geodetic methods
 CL2047.and adjusted by the National Geodetic Survey in September 1997..
 CL2047
 CL2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2047
 CL2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2047
 CL2047.The geoid height was determined by GEOID03.
 CL2047
 CL2047;                    North         East     Units Scale Factor Converg.
 CL2047;SPC GA E     -   262,722.102   185,118.227   MT  0.99990273   -0 05 04.8
 CL2047;SPC GA E     -   861,947.43    607,342.05   sFT  0.99990273   -0 05 04.8
 CL2047;UTM  17      - 3,582,189.168   375,364.509   MT  0.99979156   -0 42 33.7
 CL2047
 CL2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2047!SPC GA E     -   0.99999236  x   0.99990273  =   0.99989509
 CL2047!UTM  17      -   0.99999236  x   0.99979156  =   0.99978392
 CL2047
 CL2047:                Primary Azimuth Mark                     Grid Az
 CL2047:SPC GA E     -  BV 053 226 GADT AZ MK                    153 54 12.2
 CL2047:UTM  17      -  BV 053 226 GADT AZ MK                    154 31 41.1
 CL2047
 CL2047|---------------------------------------------------------------------|
 CL2047| PID    Reference Object                     Distance      Geod. Az  |
 CL2047|                                                           dddmmss.s |
 CL2047| CL2045 BV 053 226 GADT AZ MK               APPROX. 0.5 KM 1534907.4 |
 CL2047| CL2046 BV 053 226 GADT AZ TPT               19.348 METERS 15351     |
 CL2047| CL2048 BV 053 226 GADT RM 1                 17.086 METERS 24040     |
 CL2047|---------------------------------------------------------------------|
 CL2047
 CL2047                          SUPERSEDED SURVEY CONTROL
 CL2047
 CL2047  NAD 83(1986)-  32 22 10.99782(N)    082 19 29.31577(W) AD(       ) 2
 CL2047  NAD 27      -  32 22 10.38680(N)    082 19 29.85493(W) AD(       ) 2
 CL2047  NGVD 29 (07/19/86)   78.     (m)          256.     (f) VERT ANG       
 CL2047
 CL2047.Superseded values are not recommended for survey control.
 CL2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2047.See file dsdata.txt to determine how the superseded data were derived.
 CL2047
 CL2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7536582189(NAD 83)
 CL2047_MARKER: DD = SURVEY DISK
 CL2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2047+STABILITY: SURFACE MOTION
 CL2047
 CL2047  HISTORY     - Date     Condition        Report By
 CL2047  HISTORY     - 1979     MONUMENTED       GADT
 CL2047
 CL2047                          STATION DESCRIPTION
 CL2047
 CL2047'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2047'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF OAK PARK,
 CL2047'8 MILES SOUTHWEST OF STILLMORE, AND 7-1/4 MILES SOUTH OF WESLEY
 CL2047'ON STATE RIGHT OF WAY.
 CL2047'
 CL2047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 CL2047'4) AND STATE ROUTE 46 APPROXIMATELY 1 MILE NORTH-NORTHWEST OF OAK
 CL2047'PARK, GO SOUTHWEST ALONG STATE ROUTE 46 FOR 0.3 MILE TO THE STATION
 CL2047'ON THE RIGHT ON TOP OF A 5 FOOT CUT BANK.
 CL2047'
 CL2047'THE STATION IS LOCATED 47 FEET NORTH-NORTHWEST OF THE CENTERLINE
 CL2047'OF THE HIGHWAY, 417.8 FEET WEST OF A POWER POLE ON THE SOUTH SIDE OF
 CL2047'STATE ROUTE 46, 73.7 FEET SOUTHWEST OF A 24 INCH PINE TREE, 3.0 FEET
 CL2047'SOUTH-SOUTHEAST OF A WITNESS POST SET AT A FENCELINE, AND 591.3
 CL2047'FEET EAST-NORTHEAST OF THE SOUTH END OF A 4 BY 4 FOOT CONCRETE
 CL2047'CULVERT UNDER STATE ROUTE 46.  IT IS A STANDARD BRASS DISK
 CL2047'STAMPED---053-226 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2047'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2047'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2047'STAMPED---053-226 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2047'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL2047'
 CL2047'REFERENCE MARK 1 IS LOCATED 47 FEET NORTH-NORTHWEST OF THE
 CL2047'CENTERLINE OF THE HIGHWAY, 417.8 FEET WEST OF THE POWER POLE, 535
 CL2047'FEET NORTHEAST OF THE SOUTH END OF A 4 BY 4 FOOT CONCRETE CULVERT,
 CL2047'3.2 FEET SOUTH-SOUTHEAST OF A WITNESS POST SET AT A FENCELINE, AND
 CL2047'129.7 FEET WEST-SOUTHWEST OF THE 24 INCH PINE TREE.  IT IS A
 CL2047'STANDARD DISK STAMPED---053-226 1979 RM 1---, SET IN THE TOP OF A
 CL2047'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2047'GROUND WITH STEEL RODS EMBEDDED.
 CL2047'
 CL2047'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 1
 CL2047'(STATE ROUTE 4) AND STATE ROUTE 46, GO SOUTH ALONG U.S. HIGHWAY 1
 CL2047'(STATE ROUTE 4) FOR 0.35 MILE TO THE STATION ON THE LEFT.  IT IS
 CL2047'LOCATED 51 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CL2047'68 FEET NORTHEAST OF THE POINT OF INTERSECTION OF U.S. HIGHWAY 1
 CL2047'AND A DIRT COUNTY ROAD LEADING TO THE WEST-NORTHWEST, 71.3 FEET
 CL2047'SOUTH OF A POWER POLE WITH A TRANSFORMER, 75.6 FEET NORTH-NORTHWEST
 CL2047'OF A 40 INCH FORKED PINE TREE, AND 3.0 FEET WEST OF A WITNESS
 CL2047'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED---053-226
 CL2047'1979 AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2047'POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2047'
 CL2047'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2047'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2045 ***********************************************************************
 CL2045  DESIGNATION -  BV 053 226 GADT AZ MK
 CL2045  PID         -  CL2045
 CL2045  STATE/COUNTY-  GA/EMANUEL
 CL2045  USGS QUAD   -  OAK PARK (1985)
 CL2045
 CL2045                         *CURRENT SURVEY CONTROL
 CL2045  ___________________________________________________________________
 CL2045* NAD 83(1994)-  32 21 55.06544(N)    082 19 20.09107(W)     ADJUSTED  
 CL2045* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 CL2045  ___________________________________________________________________
 CL2045  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CL2045  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CL2045
 CL2045  HORZ ORDER  -  SECOND
 CL2045
 CL2045.The horizontal coordinates were established by classical geodetic methods
 CL2045.and adjusted by the National Geodetic Survey in September 1997..
 CL2045
 CL2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2045
 CL2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2045
 CL2045.The geoid height was determined by GEOID03.
 CL2045
 CL2045;                    North         East     Units Scale Factor Converg.
 CL2045;SPC GA E     -   262,231.126   185,358.718   MT  0.99990264   -0 04 59.8
 CL2045;SPC GA E     -   860,336.62    608,131.06   sFT  0.99990264   -0 04 59.8
 CL2045;UTM  17      - 3,581,695.654   375,599.607   MT  0.99979084   -0 42 28.5
 CL2045
 CL2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2045!SPC GA E     -   0.99999236  x   0.99990264  =   0.99989500
 CL2045!UTM  17      -   0.99999236  x   0.99979084  =   0.99978320
 CL2045
 CL2045                          SUPERSEDED SURVEY CONTROL
 CL2045
 CL2045  NAD 83(1986)-  32 21 55.06887(N)    082 19 20.08822(W) AD(       ) 2
 CL2045  NAD 27      -  32 21 54.45745(N)    082 19 20.62757(W) AD(       ) 2
 CL2045  NGVD 29 (07/19/86)   78.     (m)          256.     (f) VERT ANG       
 CL2045
 CL2045.Superseded values are not recommended for survey control.
 CL2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2045.See file dsdata.txt to determine how the superseded data were derived.
 CL2045
 CL2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7560081696(NAD 83)
 CL2045_MARKER: DD = SURVEY DISK
 CL2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2045+STABILITY: SURFACE MOTION
 CL2045
 CL2045  HISTORY     - Date     Condition        Report By
 CL2045  HISTORY     - 1979     MONUMENTED       GADT
 CL2045
 CL2045                          STATION DESCRIPTION
 CL2045
 CL2045'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2045'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTHWEST OF OAK PARK,
 CL2045'8 MILES SOUTHWEST OF STILLMORE, AND 7-3/4 MILES SOUTHOF WESLEY
 CL2045'ON STATE RIGHT OF WAY.
 CL2045'
 CL2045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 CL2045'4) AND STATE ROUTE 46 APPROXIMATELY 1 MILE NORTH-NORTHWEST OF
 CL2045'OAK PARK, GO SOUTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 0.35
 CL2045'MILE TO THE STATION ON THE LEFT.
 CL2045'
 CL2045'THE STATION IS LOCATED 51 FEET EAST-NORTHEAST OF THE CENTERLINE
 CL2045'OF THE HIGHWAY, 68 FEET NORTHEAST OF THE POINT OF INTERSECTION OF
 CL2045'U.S. HIGHWAY 1 AND A DIRT COUNTY ROAD LEADING TO THE WEST-NORTHWEST,
 CL2045'71.3 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 75.6 FEET
 CL2045'NORTH-NORTHWEST OF A 40 INCH FORKED PINE TREE, AND 3 FEET WEST OF A
 CL2045'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2045'STAMPED---053-226 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2045'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2045'WITH STEEL RODS EMBEDDED.
 CL2045'
 CL2045'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2045'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2048 ***********************************************************************
 CL2048  DESIGNATION -  BV 053 226 GADT RM 1
 CL2048  PID         -  CL2048
 CL2048  STATE/COUNTY-  GA/EMANUEL
 CL2048  USGS QUAD   -  OAK PARK (1985)
 CL2048
 CL2048                         *CURRENT SURVEY CONTROL
 CL2048  ___________________________________________________________________
 CL2048* NAD 83(1994)-  32 22 10.72270(N)    082 19 29.88839(W)     ADJUSTED  
 CL2048* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 CL2048  ___________________________________________________________________
 CL2048  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CL2048  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CL2048
 CL2048  HORZ ORDER  -  SECOND
 CL2048
 CL2048.The horizontal coordinates were established by classical geodetic methods
 CL2048.and adjusted by the National Geodetic Survey in September 1997..
 CL2048
 CL2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2048
 CL2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2048
 CL2048.The geoid height was determined by GEOID03.
 CL2048
 CL2048;                    North         East     Units Scale Factor Converg.
 CL2048;SPC GA E     -   262,713.755   185,103.320   MT  0.99990274   -0 05 05.1
 CL2048;SPC GA E     -   861,920.04    607,293.14   sFT  0.99990274   -0 05 05.1
 CL2048;UTM  17      - 3,582,180.985   375,349.514   MT  0.99979160   -0 42 34.0
 CL2048
 CL2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2048!SPC GA E     -   0.99999236  x   0.99990274  =   0.99989510
 CL2048!UTM  17      -   0.99999236  x   0.99979160  =   0.99978396
 CL2048
 CL2048                          SUPERSEDED SURVEY CONTROL
 CL2048
 CL2048  NAD 83(1986)-  32 22 10.72611(N)    082 19 29.88557(W) AD(       ) 2
 CL2048  NAD 27      -  32 22 10.11508(N)    082 19 30.42471(W) AD(       ) 2
 CL2048  NGVD 29 (07/19/86)   78.     (m)          256.     (f) VERT ANG       
 CL2048
 CL2048.Superseded values are not recommended for survey control.
 CL2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2048.See file dsdata.txt to determine how the superseded data were derived.
 CL2048
 CL2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7535082181(NAD 83)
 CL2048_MARKER: DD = SURVEY DISK
 CL2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2048+STABILITY: SURFACE MOTION
 CL2048
 CL2048  HISTORY     - Date     Condition        Report By
 CL2048  HISTORY     - 1979     MONUMENTED       GADT
 CL2048
 CL2048                          STATION DESCRIPTION
 CL2048
 CL2048'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2048'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF OAK PARK,
 CL2048'8 MILES SOUTHWEST OF STILLMORE, AND 7-1/4 MILES SOUTH OF WESLEY
 CL2048'ON STATE RIGHT OF WAY.
 CL2048'
 CL2048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE
 CL2048'ROUTE 4) AND STATE ROUTE 46 APPROXIMATELY 1 MILE NORTH-NORTHWEST OF
 CL2048'OAK PARK, GO SOUTHWEST ALONG STATE ROUTE 46 FOR 0.3 MILE TO THE
 CL2048'STATION ON THE RIGHT ON TOP OF A 5 FOOT CUT BANK.
 CL2048'
 CL2048'THE STATION IS LOCATED 47 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 CL2048'THE HIGHWAY, 535 FEET NORTHEAST OF THE SOUTH END OF A 4 BY 4 FOOT
 CL2048'CONCRETE CULVERT UNDER STATE ROUTE 46, 3.2 FEET SOUTH-SOUTHEAST OF
 CL2048'A WITNESS POST SET AT A FENCELINE, AND 129.7 FEET WEST-SOUTHWEST
 CL2048'OF A 24 INCH PINE TREE.  IT IS A STANDARD BRASS DISK
 CL2048'STAMPED---053-226 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2048'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2048'WITH STEEL RODS EMBEDDED.
 CL2048'
 CL2048'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2048'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2009 ***********************************************************************
 CL2009  DESIGNATION -  BV 053 227 GADT
 CL2009  PID         -  CL2009
 CL2009  STATE/COUNTY-  GA/EMANUEL
 CL2009  USGS QUAD   -  STILLMORE (1985)
 CL2009
 CL2009                         *CURRENT SURVEY CONTROL
 CL2009  ___________________________________________________________________
 CL2009* NAD 83(1994)-  32 23 09.92630(N)    082 14 02.93630(W)     ADJUSTED  
 CL2009* NAVD 88     -        69.     (meters)     226.     (feet)  VERTCON   
 CL2009  ___________________________________________________________________
 CL2009  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CL2009  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2009
 CL2009  HORZ ORDER  -  SECOND
 CL2009
 CL2009.The horizontal coordinates were established by classical geodetic methods
 CL2009.and adjusted by the National Geodetic Survey in September 1997..
 CL2009
 CL2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2009
 CL2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2009
 CL2009.The geoid height was determined by GEOID03.
 CL2009
 CL2009;                    North         East     Units Scale Factor Converg.
 CL2009;SPC GA E     -   264,528.250   193,650.885   MT  0.99990050   -0 02 10.1
 CL2009;SPC GA E     -   867,873.10    635,336.28   sFT  0.99990050   -0 02 10.1
 CL2009;UTM  17      - 3,583,901.948   383,915.306   MT  0.99976617   -0 39 40.0
 CL2009
 CL2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2009!SPC GA E     -   0.99999380  x   0.99990050  =   0.99989430
 CL2009!UTM  17      -   0.99999380  x   0.99976617  =   0.99975997
 CL2009
 CL2009:                Primary Azimuth Mark                     Grid Az
 CL2009:SPC GA E     -  BV 053 227 GADT AZ MK                    098 19 41.2
 CL2009:UTM  17      -  BV 053 227 GADT AZ MK                    098 57 11.1
 CL2009
 CL2009|---------------------------------------------------------------------|
 CL2009| PID    Reference Object                     Distance      Geod. Az  |
 CL2009|                                                           dddmmss.s |
 CL2009| CL2007 BV 053 227 GADT AZ MK               APPROX. 2.6 KM 0981731.1 |
 CL2009| CL2008 BV 053 227 GADT AZ TPT               12.281 METERS 09818     |
 CL2009| CL2010 BV 053 227 GADT RM 1                 11.434 METERS 26530     |
 CL2009|---------------------------------------------------------------------|
 CL2009
 CL2009                          SUPERSEDED SURVEY CONTROL
 CL2009
 CL2009  NAD 83(1986)-  32 23 09.93016(N)    082 14 02.93375(W) AD(       ) 2
 CL2009  NAD 27      -  32 23 09.32181(N)    082 14 03.48233(W) AD(       ) 2
 CL2009  NGVD 29 (07/19/86)   69.     (m)          226.     (f) VERT ANG       
 CL2009
 CL2009.Superseded values are not recommended for survey control.
 CL2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2009.See file dsdata.txt to determine how the superseded data were derived.
 CL2009
 CL2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8391583902(NAD 83)
 CL2009_MARKER: DD = SURVEY DISK
 CL2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2009+STABILITY: SURFACE MOTION
 CL2009
 CL2009  HISTORY     - Date     Condition        Report By
 CL2009  HISTORY     - 1979     MONUMENTED       GADT
 CL2009
 CL2009                          STATION DESCRIPTION
 CL2009
 CL2009'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2009'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHWEST OF
 CL2009'STILLMORE, 5 MILES EAST-NORTHEAST OF OAK PARK, AND 8-1/2 MILES
 CL2009'SOUTHEAST OF WESLEY ON THE PROPERTY OF MR. Q.A. CONNERS, BEASLEY
 CL2009'TRAILER PARK, METTER.  TELEPHONE 912-685-6262.
 CL2009'
 CL2009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 CL2009'4) AND STATE ROUTE 46 TO THE EAST APPROXIMATELY 3 MILES NORTH OF OAK
 CL2009'PARK, GO SOUTHEAST THEN EAST ALONG STATE ROUTE 46 FOR 1.9 MILES TO THE
 CL2009'JUNCTION OF DIRT COUNTY ROAD 250 TO THE LEFT.  CONTINUE GOING EAST
 CL2009'ALONG STATE ROUTE 46 FOR 2.05 MILES TO THE CENTER OF A BRIDGE OVER
 CL2009'JACKS CREEK.  CONTINUE GOING EAST ALONG STATE ROUTE 46 FOR 0.6 MILE TO
 CL2009'THE STATION ON THE RIGHT.
 CL2009'
 CL2009'THE STATION IS LOCATED 42 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2009'THE HIGHWAY, 16.3 FEET WEST OF AN 8 INCH FORKED PINE TREE, 71.2 FEET
 CL2009'SOUTH-SOUTHWEST OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER A
 CL2009'FIELD ACCESS ROAD TO THE NORTH, 105.0 FEET SOUTHWEST OF A FENCE CORNER
 CL2009'POST ON THE NORTH SIDE OF THE HIGHWAY, AND 3.2 FEET NORTH-NORTHEAST OF
 CL2009'A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-227 1979---,
 CL2009'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2009'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL2009'STATION IS A STANDARD DISK STAMPED---053-227 1979---, SET IN AN
 CL2009'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.88 METER BELOW THE SURFACE
 CL2009'OF THE GROUND.
 CL2009'
 CL2009'REFERENCE MARK 1 IS LOCATED 50 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL2009'OF THE HIGHWAY, 52.0 FEET WEST OF THE 8 INCH FORKED PINE TREE, 83.0
 CL2009'FEET SOUTHWEST OF THE WEST END OF AN 18 INCH METAL CULVERT UNDER THE
 CL2009'FIELD ACCESS ROAD TO THE NORTH, 117.5 FEET SOUTHWEST OF A POWER POLE
 CL2009'ON THE NORTH SIDE OF THE HIGHWAY, AND 3.1 FEET NORTH-NORTHEAST OF A
 CL2009'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-227 1979 RM 1---,
 CL2009'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2009'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2009'
 CL2009'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG STATE ROUTE
 CL2009'46 FOR 0.45 MILE TO THE CANDLER-EMANUEL COUNTY LINE.  CONTINUE GOING
 CL2009'EAST ALONG STATE ROUTE 46 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 CL2009'LEFT.  IT IS LOCATED 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CL2009'100.4 FEET WEST OF A POWER POLE, 32.9 FEET EAST OF A TELEPHONE POLE,
 CL2009'97.5 FEET NORTH-NORTHEAST OF ANOTHER TELEPHONE POLE ON THE SOUTH SIDE
 CL2009'OF THE HIGHWAY, AND 2.9 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL2009'STANDARD DISK STAMPED---053-227 1979 AZ MK---, SET IN THE TOP OF A 10
 CL2009'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2009'WITH STEEL RODS EMBEDDED.
 CL2009'
 CL2009'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2009'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2007 ***********************************************************************
 CL2007  DESIGNATION -  BV 053 227 GADT AZ MK
 CL2007  PID         -  CL2007
 CL2007  STATE/COUNTY-  GA/CANDLER
 CL2007  USGS QUAD   -  STILLMORE (1985)
 CL2007
 CL2007                         *CURRENT SURVEY CONTROL
 CL2007  ___________________________________________________________________
 CL2007* NAD 83(1994)-  32 22 57.72898(N)    082 12 24.39347(W)     ADJUSTED  
 CL2007* NAVD 88     -        78.     (meters)     256.     (feet)  VERTCON   
 CL2007  ___________________________________________________________________
 CL2007  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CL2007  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CL2007
 CL2007  HORZ ORDER  -  SECOND
 CL2007
 CL2007.The horizontal coordinates were established by classical geodetic methods
 CL2007.and adjusted by the National Geodetic Survey in September 1997..
 CL2007
 CL2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2007
 CL2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2007
 CL2007.The geoid height was determined by GEOID03.
 CL2007
 CL2007;                    North         East     Units Scale Factor Converg.
 CL2007;SPC GA E     -   264,151.269   196,226.151   MT  0.99990018   -0 01 17.3
 CL2007;SPC GA E     -   866,636.29    643,785.30   sFT  0.99990018   -0 01 17.3
 CL2007;UTM  17      - 3,583,496.957   386,485.953   MT  0.99975890   -0 38 47.0
 CL2007
 CL2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2007!SPC GA E     -   0.99999239  x   0.99990018  =   0.99989257
 CL2007!UTM  17      -   0.99999239  x   0.99975890  =   0.99975129
 CL2007
 CL2007                          SUPERSEDED SURVEY CONTROL
 CL2007
 CL2007  NAD 83(1986)-  32 22 57.73298(N)    082 12 24.39093(W) AD(       ) 2
 CL2007  NAD 27      -  32 22 57.12462(N)    082 12 24.94224(W) AD(       ) 2
 CL2007  NGVD 29 (07/19/86)   78.     (m)          256.     (f) VERT ANG       
 CL2007
 CL2007.Superseded values are not recommended for survey control.
 CL2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2007.See file dsdata.txt to determine how the superseded data were derived.
 CL2007
 CL2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8648683497(NAD 83)
 CL2007_MARKER: DD = SURVEY DISK
 CL2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2007+STABILITY: SURFACE MOTION
 CL2007
 CL2007  HISTORY     - Date     Condition        Report By
 CL2007  HISTORY     - 1979     MONUMENTED       GADT
 CL2007
 CL2007                          STATION DESCRIPTION
 CL2007
 CL2007'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2007'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF STILLMORE, 6-1/2
 CL2007'MILES EAST-NORTHEAST OF OAK PARK, AND 10 MILES SOUTHEAST OF WESLEY ON
 CL2007'STATE RIGHT OF WAY.
 CL2007'
 CL2007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 CL2007'4) AND STATE ROUTE 46 TO THE EAST APPROXIMATELY 3 MILES NORTH OF OAK
 CL2007'PARK, GO SOUTHEAST THEN EAST ALONG STATE ROUTE 46 FOR 1.9 MILES TO THE
 CL2007'JUNCTION OF DIRT COUNTY ROAD 250 TO THE LEFT.  CONTINUE GOING EAST
 CL2007'ALONG STATE ROUTE 46 FOR 2.05 MILES TO THE CENTER OF A BRIDGE OVER
 CL2007'JACKS CREEK.  CONTINUE GOING EAST ALONG STATE ROUTE 46 FOR 1.05 MILES
 CL2007'TO THE EMANUEL-CANDLER COUNTY LINE.  CONTINUE GOING EAST ALONG STATE
 CL2007'ROUTE 46 FOR 1.15 MILES TO THE STATION ON THE LEFT.
 CL2007'
 CL2007'THE STATION IS LOCATED 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CL2007'100.4 FEET WEST OF A POWER POLE, 32.9 FEET EAST OF A TELEPHONE POLE,
 CL2007'97.5 FEET NORTH-NORTHEAST OF ANOTHER TELEPHONE POLE ON THE SOUTH SIDE
 CL2007'OF THE HIGHWAY, AND 2.9 FEET SOUTH OF A WITNESS POST.
 CL2007'IT IS A STANDARD
 CL2007'BRASS DISK STAMPED---053-227 1979 AZ MK---, SET IN THE TOP OF A 10
 CL2007'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2007'WITH STEEL RODS EMBEDDED.
 CL2007'
 CL2007'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2007'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2010 ***********************************************************************
 CL2010  DESIGNATION -  BV 053 227 GADT RM 1
 CL2010  PID         -  CL2010
 CL2010  STATE/COUNTY-  GA/EMANUEL
 CL2010  USGS QUAD   -  STILLMORE (1985)
 CL2010
 CL2010                         *CURRENT SURVEY CONTROL
 CL2010  ___________________________________________________________________
 CL2010* NAD 83(1994)-  32 23 09.89720(N)    082 14 03.37242(W)     ADJUSTED  
 CL2010* NAVD 88     -        69.     (meters)     226.     (feet)  VERTCON   
 CL2010  ___________________________________________________________________
 CL2010  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CL2010  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2010
 CL2010  HORZ ORDER  -  SECOND
 CL2010
 CL2010.The horizontal coordinates were established by classical geodetic methods
 CL2010.and adjusted by the National Geodetic Survey in September 1997..
 CL2010
 CL2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2010
 CL2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2010
 CL2010.The geoid height was determined by GEOID03.
 CL2010
 CL2010;                    North         East     Units Scale Factor Converg.
 CL2010;SPC GA E     -   264,527.361   193,639.486   MT  0.99990050   -0 02 10.4
 CL2010;SPC GA E     -   867,870.18    635,298.88   sFT  0.99990050   -0 02 10.4
 CL2010;UTM  17      - 3,583,901.183   383,903.900   MT  0.99976621   -0 39 40.2
 CL2010
 CL2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2010!SPC GA E     -   0.99999380  x   0.99990050  =   0.99989430
 CL2010!UTM  17      -   0.99999380  x   0.99976621  =   0.99976001
 CL2010
 CL2010                          SUPERSEDED SURVEY CONTROL
 CL2010
 CL2010  NAD 83(1986)-  32 23 09.90105(N)    082 14 03.36987(W) AD(       ) 2
 CL2010  NAD 27      -  32 23 09.29270(N)    082 14 03.91844(W) AD(       ) 2
 CL2010  NGVD 29 (07/19/86)   69.     (m)          226.     (f) VERT ANG       
 CL2010
 CL2010.Superseded values are not recommended for survey control.
 CL2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2010.See file dsdata.txt to determine how the superseded data were derived.
 CL2010
 CL2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8390483901(NAD 83)
 CL2010_MARKER: DD = SURVEY DISK
 CL2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2010+STABILITY: SURFACE MOTION
 CL2010
 CL2010  HISTORY     - Date     Condition        Report By
 CL2010  HISTORY     - 1979     MONUMENTED       GADT
 CL2010
 CL2010                          STATION DESCRIPTION
 CL2010
 CL2010'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2010'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHWEST OF
 CL2010'STILLMORE, 5 MILES EAST-NORTHEAST OF OAK PARK, AND 8-1/2 MILES
 CL2010'SOUTHEAST OF WESLEY ON THE PROPERTY OF MR. Q.A. CONNERS, BEASLEY
 CL2010'TRAILER PARK, METTER.  TELEPHONE 912-685-6262.
 CL2010'
 CL2010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 CL2010'4) AND STATE ROUTE 46 TO THE EAST APPROXIMATELY 3 MILES NORTH OF OAK
 CL2010'PARK, GO SOUTHEAST ALONG STATE ROUTE 46 FOR 1.9 MILES TO THE JUNCTION
 CL2010'OF DIRT COUNTY ROAD 250 TO THE LEFT.  CONTINUE GOING EAST ALONG STATE
 CL2010'ROUTE 46 FOR 2.05 MILES TO THE CENTER OF A BRIDGE OVER JACKS CREEK.
 CL2010'CONTINUE GOING EAST ALONG STATE ROUTE 46 FOR 0.6 MILE TO THE STATION
 CL2010'ON THE RIGHT.
 CL2010'
 CL2010'THE STATION IS LOCATED 50 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2010'THE HIGHWAY, 52.0 FEET WEST OF AN 8 INCH FORKED PINE TREE, 83.0 FEET
 CL2010'SOUTHWEST OF THE WEST END OF AN 18 INCH METAL CULVERT UNDER A FIELD
 CL2010'ACCESS ROAD TO THE NORTH, 117.5 FEET SOUTHWEST OF A POWER POLE ON THE
 CL2010'NORTH SIDE OF THE HIGHWAY, AND 3.1 FEET NORTH-NORTHEAST OF A WITNESS
 CL2010'POST.  IT IS A STANDARD BRASS DISK STAMPED---053-227 1979 RM 1---,
 CL2010'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2010'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2010'
 CL2010'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2010'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1788 ***********************************************************************
 CL1788  DESIGNATION -  BV 053 228 GADT
 CL1788  PID         -  CL1788
 CL1788  STATE/COUNTY-  GA/EMANUEL
 CL1788  USGS QUAD   -  TWIN CITY (1971)
 CL1788
 CL1788                         *CURRENT SURVEY CONTROL
 CL1788  ___________________________________________________________________
 CL1788* NAD 83(1994)-  32 31 45.99392(N)    082 09 15.82125(W)     ADJUSTED  
 CL1788* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1788  ___________________________________________________________________
 CL1788  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL1788  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1788
 CL1788  HORZ ORDER  -  SECOND
 CL1788
 CL1788.The horizontal coordinates were established by classical geodetic methods
 CL1788.and adjusted by the National Geodetic Survey in September 1997..
 CL1788
 CL1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1788
 CL1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1788
 CL1788.The geoid height was determined by GEOID03.
 CL1788
 CL1788;                    North         East     Units Scale Factor Converg.
 CL1788;SPC GA E     -   280,421.736   201,152.780   MT  0.99990002   +0 00 23.8
 CL1788;SPC GA E     -   920,016.98    659,948.75   sFT  0.99990002   +0 00 23.8
 CL1788;UTM  17      - 3,599,710.209   391,589.341   MT  0.99974493   -0 37 14.9
 CL1788
 CL1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1788!SPC GA E     -   0.99999052  x   0.99990002  =   0.99989054
 CL1788!UTM  17      -   0.99999052  x   0.99974493  =   0.99973545
 CL1788
 CL1788:                Primary Azimuth Mark                     Grid Az
 CL1788:SPC GA E     -  BV 053 228 GADT AZ MK                    126 32 57.1
 CL1788:UTM  17      -  BV 053 228 GADT AZ MK                    127 10 35.8
 CL1788
 CL1788|---------------------------------------------------------------------|
 CL1788| PID    Reference Object                     Distance      Geod. Az  |
 CL1788|                                                           dddmmss.s |
 CL1788| CL1787 BV 053 228 GADT AZ MK               414.028 METERS 1263320.9 |
 CL1788| CL1789 BV 053 228 GADT RM 1                 11.408 METERS 30637     |
 CL1788|---------------------------------------------------------------------|
 CL1788
 CL1788                          SUPERSEDED SURVEY CONTROL
 CL1788
 CL1788  NAD 83(1986)-  32 31 45.99717(N)    082 09 15.81813(W) AD(       ) 2
 CL1788  NAD 27      -  32 31 45.40677(N)    082 09 16.37600(W) AD(       ) 2
 CL1788  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1788
 CL1788.Superseded values are not recommended for survey control.
 CL1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1788.See file dsdata.txt to determine how the superseded data were derived.
 CL1788
 CL1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9158999710(NAD 83)
 CL1788_MARKER: DD = SURVEY DISK
 CL1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1788+STABILITY: SURFACE MOTION
 CL1788
 CL1788  HISTORY     - Date     Condition        Report By
 CL1788  HISTORY     - 1979     MONUMENTED       GADT
 CL1788
 CL1788                          STATION DESCRIPTION
 CL1788
 CL1788'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1788'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF TWIN CITY,
 CL1788'7 MILES NORTH-NORTHEAST OF STILLMORE, AND 11-1/2 MILES EAST-SOUTHEAST
 CL1788'OF SWAINSBORO ON THE PROPERTY OF A.L. BELL.  THE BELL RESIDENCE IS
 CL1788'THE FIRST HOUSE WEST OF THE STATION ON THE SOUTH SIDE OF THE ROAD.
 CL1788'
 CL1788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1788'26) AND STATE ROUTE 192 IN TWIN CITY, GO SOUTHEAST ALONG STATE ROUTE
 CL1788'192 FOR 0.65 MILE TO THE JUNCTION OF STATE ROUTE 23 SPUR CONTINUING
 CL1788'STRAIGHT AHEAD AND STATE ROUTE 192 TURNING SHARPLY TO THE RIGHT.
 CL1788'CONTINUE GOING SOUTHEAST NOW ALONG STATE ROUTE 23 SPUR FOR 0.1 MILE TO
 CL1788'THE TERMINATION OF STATE ROUTE 23 SPUR AND THE JUNCTION OF STATE ROUTE
 CL1788'23 TO THE LEFT.  CONTINUE GOING SOUTH NOW ALONG STATE ROUTE 23 FOR
 CL1788'2.95 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 291 TO THE LEFT.
 CL1788'CONTINUE GOING SOUTH ALONG STATE ROUTE 23 FOR 0.65 MILE TO THE
 CL1788'JUNCTION OF DIRT COUNTY ROAD 287 TO THE RIGHT.  TURN RIGHT GOING WEST
 CL1788'ALONG COUNTY ROAD 287 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CL1788'
 CL1788'THE STATION IS LOCATED 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CL1788'60.5 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 84.9 FEET
 CL1788'EAST-NORTHEAST OF A POWER POLE WITH UTILITY LIGHT, AND 2.0 FEET NORTH
 CL1788'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1788'STAMPED---053-228 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1788'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1788'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1788'STAMPED---053-228 1979---, SET IN AN IRREGULAR MASS OF CONCRETE 0.85
 CL1788'METER BELOW THE SURFACE OF THE GROUND.
 CL1788'
 CL1788'REFERENCE MARK 1 IS LOCATED 12 FEET NORTH OF THE CENTERLINE OF THE
 CL1788'ROAD, 76.1 FEET NORTHEAST OF THE POWER POLE WITH UTILITY LIGHT, 42.2
 CL1788'FEET NORTHEAST OF THE UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 3.0
 CL1788'FEET SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 CL1788'DISK STAMPED---053-228 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1788'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1788'STEEL RODS EMBEDDED.
 CL1788'
 CL1788'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 23 AND
 CL1788'COUNTY ROAD 287, GO SOUTH ALONG STATE ROUTE 23 FOR 0.1 MILE TO THE
 CL1788'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 56 FEET WEST OF THE
 CL1788'CENTERLINE OF THE HIGHWAY, 107.5 FEET WEST-NORTHWEST OF THE EAST END
 CL1788'OF AN 18 INCH CROSS DRAIN PIPE UNDER THE HIGHWAY, 84.8 FEET NORTHWEST
 CL1788'OF THE WEST END OF THE CROSS DRAIN PIPE, AND 2.0 FEET EAST OF A
 CL1788'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL1788'STAMPED---053-228 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1788'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1788'STEEL RODS EMBEDDED.
 CL1788'
 CL1788'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1788'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1787 ***********************************************************************
 CL1787  DESIGNATION -  BV 053 228 GADT AZ MK
 CL1787  PID         -  CL1787
 CL1787  STATE/COUNTY-  GA/EMANUEL
 CL1787  USGS QUAD   -  TWIN CITY (1971)
 CL1787
 CL1787                         *CURRENT SURVEY CONTROL
 CL1787  ___________________________________________________________________
 CL1787* NAD 83(1994)-  32 31 37.98849(N)    082 09 03.07717(W)     ADJUSTED  
 CL1787* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL1787  ___________________________________________________________________
 CL1787  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CL1787  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1787
 CL1787  HORZ ORDER  -  SECOND
 CL1787
 CL1787.The horizontal coordinates were established by classical geodetic methods
 CL1787.and adjusted by the National Geodetic Survey in September 1997..
 CL1787
 CL1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1787
 CL1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1787
 CL1787.The geoid height was determined by GEOID03.
 CL1787
 CL1787;                    North         East     Units Scale Factor Converg.
 CL1787;SPC GA E     -   280,175.201   201,485.355   MT  0.99990003   +0 00 30.6
 CL1787;SPC GA E     -   919,208.14    661,039.87   sFT  0.99990003   +0 00 30.6
 CL1787;UTM  17      - 3,599,460.086   391,919.144   MT  0.99974404   -0 37 07.9
 CL1787
 CL1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1787!SPC GA E     -   0.99999115  x   0.99990003  =   0.99989118
 CL1787!UTM  17      -   0.99999115  x   0.99974404  =   0.99973519
 CL1787
 CL1787                          SUPERSEDED SURVEY CONTROL
 CL1787
 CL1787  NAD 83(1986)-  32 31 37.99177(N)    082 09 03.07414(W) AD(       ) 2
 CL1787  NAD 27      -  32 31 37.40118(N)    082 09 03.63227(W) AD(       ) 2
 CL1787  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL1787
 CL1787.Superseded values are not recommended for survey control.
 CL1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1787.See file dsdata.txt to determine how the superseded data were derived.
 CL1787
 CL1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9191999460(NAD 83)
 CL1787_MARKER: DD = SURVEY DISK
 CL1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1787+STABILITY: SURFACE MOTION
 CL1787
 CL1787  HISTORY     - Date     Condition        Report By
 CL1787  HISTORY     - 1979     MONUMENTED       GADT
 CL1787
 CL1787                          STATION DESCRIPTION
 CL1787
 CL1787'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1787'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF TWIN CITY, 7
 CL1787'MILES NORTH-NORTHEAST OF STILLMORE, AND 11-1/2 MILES EAST-NORTHEAST OF
 CL1787'SWAINSBORO ON STATE RIGHT OF WAY.
 CL1787'
 CL1787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1787'26) AND STATE ROUTE 192 IN TWIN CITY, GO SOUTHEAST ALONG STATE ROUTE
 CL1787'192 FOR 0.65 MILE TO THE JUNCTION OF STATE ROUTE 23 SPUR CONTINUING
 CL1787'STRAIGHT AHEAD AND STATE ROUTE 192 TURNING SHARPLY TO THE RIGHT.
 CL1787'CONTINUE GOING SOUTHEAST NOW ALONG STATE ROUTE 23 SPUR FOR 0.1 MILE TO
 CL1787'THE TERMINATION OF STATE ROUTE 23 SPUR AND THE JUNCTION OF STATE ROUTE
 CL1787'23 TO THE LEFT.  CONTINUE GOING SOUTH NOW ALONG STATE ROUTE 23 FOR
 CL1787'2.95 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 291 TO THE LEFT.
 CL1787'CONTINUE GOING SOUTH ALONG STATE ROUTE 23 FOR 0.65 MILE TO THE
 CL1787'JUNCTION OF DIRT COUNTY ROAD 287 TO THE RIGHT.  CONTINUE GOING SOUTH
 CL1787'ALONG STATE ROUTE 23 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CL1787'
 CL1787'THE STATION IS LOCATED 56 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CL1787'107.5 FEET WEST-NORTHWEST OF THE EAST END OF AN 18 INCH CROSS DRAIN
 CL1787'PIPE UNDER THE HIGHWAY, 84.8 FEET NORTHWEST OF THE WEST END OF THE
 CL1787'CROSS DRAIN PIPE, AND 2.0 FEET EAST OF A WITNESS POST SET AT A
 CL1787'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---053-228 1979 AZ
 CL1787'MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1787'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1787'
 CL1787'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1787'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1789 ***********************************************************************
 CL1789  DESIGNATION -  BV 053 228 GADT RM 1
 CL1789  PID         -  CL1789
 CL1789  STATE/COUNTY-  GA/EMANUEL
 CL1789  USGS QUAD   -  TWIN CITY (1971)
 CL1789
 CL1789                         *CURRENT SURVEY CONTROL
 CL1789  ___________________________________________________________________
 CL1789* NAD 83(1994)-  32 31 46.21484(N)    082 09 16.17210(W)     ADJUSTED  
 CL1789* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 CL1789  ___________________________________________________________________
 CL1789  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL1789  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1789
 CL1789  HORZ ORDER  -  SECOND
 CL1789
 CL1789.The horizontal coordinates were established by classical geodetic methods
 CL1789.and adjusted by the National Geodetic Survey in September 1997..
 CL1789
 CL1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1789
 CL1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1789
 CL1789.The geoid height was determined by GEOID03.
 CL1789
 CL1789;                    North         East     Units Scale Factor Converg.
 CL1789;SPC GA E     -   280,428.539   201,143.624   MT  0.99990002   +0 00 23.6
 CL1789;SPC GA E     -   920,039.30    659,918.71   sFT  0.99990002   +0 00 23.6
 CL1789;UTM  17      - 3,599,717.111   391,580.261   MT  0.99974495   -0 37 15.1
 CL1789
 CL1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1789!SPC GA E     -   0.99999036  x   0.99990002  =   0.99989039
 CL1789!UTM  17      -   0.99999036  x   0.99974495  =   0.99973532
 CL1789
 CL1789                          SUPERSEDED SURVEY CONTROL
 CL1789
 CL1789  NAD 83(1986)-  32 31 46.21816(N)    082 09 16.16907(W) AD(       ) 2
 CL1789  NAD 27      -  32 31 45.62771(N)    082 09 16.72684(W) AD(       ) 2
 CL1789  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 CL1789
 CL1789.Superseded values are not recommended for survey control.
 CL1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1789.See file dsdata.txt to determine how the superseded data were derived.
 CL1789
 CL1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9158099717(NAD 83)
 CL1789_MARKER: DD = SURVEY DISK
 CL1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1789+STABILITY: SURFACE MOTION
 CL1789
 CL1789  HISTORY     - Date     Condition        Report By
 CL1789  HISTORY     - 1979     MONUMENTED       GADT
 CL1789
 CL1789                          STATION DESCRIPTION
 CL1789
 CL1789'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1789'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF TWIN CITY,
 CL1789'7 MILES NORTH-NORTHEAST OF STILLMORE, AND 11-1/2 MILES EAST-SOUTHEAST
 CL1789'OF SWAINSBORO ON THE PROPERTY OF A.L. BELL.  THE BELL RESIDENCE IS THE
 CL1789'FIRST HOUSE WEST OF THE STATION ON THE SOUTH SIDE OF THE ROAD.
 CL1789'
 CL1789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1789'26) AND STATE ROUTE 192 IN TWIN CITY, GO SOUTHEAST ALONG STATE ROUTE
 CL1789'192 FOR 0.65 MILE TO THE JUNCTION OF STATE ROUTE 23 SPUR CONTINUING
 CL1789'STRAIGHT AHEAD AND STATE ROUTE 192 TURNING SHARPLY TO THE RIGHT.
 CL1789'CONTINUE GOING SOUTHEAST NOW ALONG STATE ROUTE 23 SPUR FOR 0.1 MILE TO
 CL1789'THE TERMINATION OF STATE ROUTE 23 SPUR AND THE JUNCTION OF STATE ROUTE
 CL1789'23 TO THE LEFT.  CONTINUE GOING SOUTH NOW ALONG STATE ROUTE 23 FOR
 CL1789'2.95 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 291 TO THE LEFT.
 CL1789'CONTINUE GOING SOUTH ALONG STATE ROUTE 23 FOR 0.65 MILE TO THE
 CL1789'JUNCTION OF DIRT COUNTY ROAD 287 TO THE RIGHT.  TURN RIGHT GOING WEST
 CL1789'ALONG COUNTY ROAD 287 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CL1789'
 CL1789'THE STATION IS LOCATED 12 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CL1789'76.1 FEET NORTHEAST OF A POWER POLE WITH A UTILITY LIGHT ON THE SOUTH
 CL1789'SIDE OF THE ROAD, 42.2 FEET NORTHEAST OF AN UNDERGROUND TELEPHONE
 CL1789'CABLE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, AND 3.0 FEET SOUTHEAST
 CL1789'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1789'STAMPED---053-228 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1789'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1789'STEEL RODS EMBEDDED.
 CL1789'
 CL1789'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1789'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1802 ***********************************************************************
 CL1802  DESIGNATION -  BV 053 229 GADT
 CL1802  PID         -  CL1802
 CL1802  STATE/COUNTY-  GA/EMANUEL
 CL1802  USGS QUAD   -  TWIN CITY (1971)
 CL1802
 CL1802                         *CURRENT SURVEY CONTROL
 CL1802  ___________________________________________________________________
 CL1802* NAD 83(1994)-  32 35 18.39216(N)    082 10 42.01529(W)     ADJUSTED  
 CL1802* NAVD 88     -        97.6    (meters)     320.     (feet)  VERTCON   
 CL1802  ___________________________________________________________________
 CL1802  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL1802  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL1802
 CL1802  HORZ ORDER  -  SECOND
 CL1802
 CL1802.The horizontal coordinates were established by classical geodetic methods
 CL1802.and adjusted by the National Geodetic Survey in September 1997..
 CL1802
 CL1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1802
 CL1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1802
 CL1802.The geoid height was determined by GEOID03.
 CL1802
 CL1802;                    North         East     Units Scale Factor Converg.
 CL1802;SPC GA E     -   286,963.923   198,904.390   MT  0.99990001   -0 00 22.6
 CL1802;SPC GA E     -   941,480.80    652,572.15   sFT  0.99990001   -0 00 22.6
 CL1802;UTM  17      - 3,606,275.644   389,413.113   MT  0.99975080   -0 38 05.0
 CL1802
 CL1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1802!SPC GA E     -   0.99998928  x   0.99990001  =   0.99988929
 CL1802!UTM  17      -   0.99998928  x   0.99975080  =   0.99974008
 CL1802
 CL1802:                Primary Azimuth Mark                     Grid Az
 CL1802:SPC GA E     -  TWIN CITY PINELAND TEL MAST              107 38 45.1
 CL1802:UTM  17      -  TWIN CITY PINELAND TEL MAST              108 16 27.5
 CL1802
 CL1802|---------------------------------------------------------------------|
 CL1802| PID    Reference Object                     Distance      Geod. Az  |
 CL1802|                                                           dddmmss.s |
 CL1802| CL1791 TWIN CITY PINELAND TEL MAST         APPROX. 2.1 KM 1073822.5 |
 CL1802| CL1794 BV 053 229 GADT AZ MK               451.586 METERS 2871813.1 |
 CL1802| CL1793 BV 053 229 GADT RM 1                 22.239 METERS 28726     |
 CL1802| CL1803 BV 053 229 GADT TPT                   7.922 METERS 33550     |
 CL1802|---------------------------------------------------------------------|
 CL1802
 CL1802                          SUPERSEDED SURVEY CONTROL
 CL1802
 CL1802  NAD 83(1986)-  32 35 18.39555(N)    082 10 42.01155(W) AD(       ) 2
 CL1802  NAD 27      -  32 35 17.81046(N)    082 10 42.56821(W) AD(       ) 2
 CL1802  NGVD 29 (07/19/86)   97.8    (m)          321.     (f) VERT ANG       
 CL1802
 CL1802.Superseded values are not recommended for survey control.
 CL1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1802.See file dsdata.txt to determine how the superseded data were derived.
 CL1802
 CL1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8941306276(NAD 83)
 CL1802_MARKER: DD = SURVEY DISK
 CL1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1802+STABILITY: SURFACE MOTION
 CL1802
 CL1802  HISTORY     - Date     Condition        Report By
 CL1802  HISTORY     - 1979     MONUMENTED       GADT
 CL1802
 CL1802                          STATION DESCRIPTION
 CL1802
 CL1802'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1802'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF TWIN CITY, 6
 CL1802'MILES SOUTH OF CANOOCHEE, AND 9-1/4 MILES EAST OF SWAINSBORO ON STATE
 CL1802'RIGHT OF WAY.
 CL1802'
 CL1802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1802'ROUTE 26) AND STATE ROUTE 192 IN TWIN CITY, GO WEST ALONG U.S. HIGHWAY
 CL1802'80 (STATE ROUTE 26) FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1802'349 CROSSING AND THE STATION ON THE LEFT.
 CL1802'
 CL1802'THE STATION IS LOCATED 43 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1802'THE HIGHWAY, 61 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 CL1802'CENTERLINES OF U.S. HIGHWAY 80, AND COUNTY ROAD 349, 29.8 FEET
 CL1802'EAST-SOUTHEAST OF THE EASTERN END OF A 15 INCH CULVERT UNDER COUNTY
 CL1802'ROAD 349, 18.7 FEET EAST OF A FENCE CORNER POST AND GAP POST, AND 3.0
 CL1802'FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL1802'STANDARD BRASS DISK STAMPED---053-229 1979---, SET IN THE TOP OF A 10
 CL1802'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1802'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1802'STAMPED---053-229 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1802'APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE GROUND.
 CL1802'
 CL1802'REFERENCE MARK 1 IS LOCATED 39 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL1802'OF THE HIGHWAY, 34 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 CL1802'11.0 FEET WEST-SOUTHWEST OF THE WEST END OF THE 15 INCH CULVERT UNDER
 CL1802'THE ROAD, 21.1 FEET NORTHWEST OF A FENCE CORNER POST AND GATE LATCH
 CL1802'POST, AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A
 CL1802'STANDARD DISK STAMPED---053-229 1979 RM 1---, SET IN THE TOP OF A 10
 CL1802'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1802'WITH STEEL RODS EMBEDDED.
 CL1802'
 CL1802'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG U.S.
 CL1802'HIGHWAY 80 (STATE ROUTE 26) FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CL1802'RIGHT.  IT IS LOCATED 41 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CL1802'HIGHWAY, 9.8 FEET SOUTHWEST OF A U.S. HIGHWAY RIGHT OF WAY SIGN POST,
 CL1802'103.9 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 188.3 FEET
 CL1802'WEST-NORTHWEST OF A POWER POLE, AND 3.0 FEET SOUTH-SOUTHWEST OF A
 CL1802'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-229 1979 AZ MK---,
 CL1802'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1802'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1802'
 CL1802'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1802'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1794 ***********************************************************************
 CL1794  DESIGNATION -  BV 053 229 GADT AZ MK
 CL1794  PID         -  CL1794
 CL1794  STATE/COUNTY-  GA/EMANUEL
 CL1794  USGS QUAD   -  TWIN CITY (1971)
 CL1794
 CL1794                         *CURRENT SURVEY CONTROL
 CL1794  ___________________________________________________________________
 CL1794* NAD 83(1994)-  32 35 22.75215(N)    082 10 58.54786(W)     ADJUSTED  
 CL1794* NAVD 88     -        97.     (meters)     318.     (feet)  VERTCON   
 CL1794  ___________________________________________________________________
 CL1794  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CL1794  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CL1794
 CL1794  HORZ ORDER  -  SECOND
 CL1794
 CL1794.The horizontal coordinates were established by classical geodetic methods
 CL1794.and adjusted by the National Geodetic Survey in September 1997..
 CL1794
 CL1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1794
 CL1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1794
 CL1794.The geoid height was determined by GEOID03.
 CL1794
 CL1794;                    North         East     Units Scale Factor Converg.
 CL1794;SPC GA E     -   287,098.274   198,473.299   MT  0.99990003   -0 00 31.5
 CL1794;SPC GA E     -   941,921.59    651,157.82   sFT  0.99990003   -0 00 31.5
 CL1794;UTM  17      - 3,606,414.695   388,983.586   MT  0.99975197   -0 38 14.0
 CL1794
 CL1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1794!SPC GA E     -   0.99998940  x   0.99990003  =   0.99988943
 CL1794!UTM  17      -   0.99998940  x   0.99975197  =   0.99974138
 CL1794
 CL1794                          SUPERSEDED SURVEY CONTROL
 CL1794
 CL1794  NAD 83(1986)-  32 35 22.75557(N)    082 10 58.54410(W) AD(       ) 2
 CL1794  NAD 27      -  32 35 22.17052(N)    082 10 59.10032(W) AD(       ) 2
 CL1794  NGVD 29 (07/19/86)   97.     (m)          318.     (f) VERT ANG       
 CL1794
 CL1794.Superseded values are not recommended for survey control.
 CL1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1794.See file dsdata.txt to determine how the superseded data were derived.
 CL1794
 CL1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8898406415(NAD 83)
 CL1794_MARKER: DD = SURVEY DISK
 CL1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1794+STABILITY: SURFACE MOTION
 CL1794
 CL1794  HISTORY     - Date     Condition        Report By
 CL1794  HISTORY     - 1979     MONUMENTED       GADT
 CL1794
 CL1794                          STATION DESCRIPTION
 CL1794
 CL1794'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1794'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTHWEST OF TWIN
 CL1794'CITY, 6 MILES SOUTH OF CANOOCHEE, AND 9 MILES EAST OF SWAINSBORO ON
 CL1794'STATE RIGHT OF WAY.
 CL1794'
 CL1794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1794'ROUTE 26) AND STATE ROUTE 192 IN TWIN CITY, GO WEST ALONG U.S. HIGHWAY
 CL1794'80 (STATE ROUTE 26) FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1794'349 CROSSING.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 80 (STATE
 CL1794'ROUTE 26) FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL1794'
 CL1794'THE STATION IS LOCATED 41 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1794'THE HIGHWAY, 9.8 FEET SOUTHWEST OF A U.S. HIGHWAY RIGHT OF WAY SIGN
 CL1794'POST, 103.9 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1794'188.3 FEET WEST-NORTHWEST OF A POWER POLE, AND 3.0 FEET
 CL1794'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1794'STAMPED---053-229 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1794'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1794'STEEL RODS EMBEDDED.
 CL1794'
 CL1794'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1794'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1793 ***********************************************************************
 CL1793  DESIGNATION -  BV 053 229 GADT RM 1
 CL1793  PID         -  CL1793
 CL1793  STATE/COUNTY-  GA/EMANUEL
 CL1793  USGS QUAD   -  TWIN CITY (1971)
 CL1793
 CL1793                         *CURRENT SURVEY CONTROL
 CL1793  ___________________________________________________________________
 CL1793* NAD 83(1994)-  32 35 18.60853(N)    082 10 42.82883(W)     ADJUSTED  
 CL1793* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL1793  ___________________________________________________________________
 CL1793  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL1793  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL1793
 CL1793  HORZ ORDER  -  SECOND
 CL1793
 CL1793.The horizontal coordinates were established by classical geodetic methods
 CL1793.and adjusted by the National Geodetic Survey in September 1997..
 CL1793
 CL1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1793
 CL1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1793
 CL1793.The geoid height was determined by GEOID03.
 CL1793
 CL1793;                    North         East     Units Scale Factor Converg.
 CL1793;SPC GA E     -   286,970.590   198,883.176   MT  0.99990002   -0 00 23.1
 CL1793;SPC GA E     -   941,502.68    652,502.55   sFT  0.99990002   -0 00 23.1
 CL1793;UTM  17      - 3,606,282.542   389,391.977   MT  0.99975086   -0 38 05.4
 CL1793
 CL1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1793!SPC GA E     -   0.99998925  x   0.99990002  =   0.99988927
 CL1793!UTM  17      -   0.99998925  x   0.99975086  =   0.99974011
 CL1793
 CL1793                          SUPERSEDED SURVEY CONTROL
 CL1793
 CL1793  NAD 83(1986)-  32 35 18.61192(N)    082 10 42.82508(W) AD(       ) 2
 CL1793  NAD 27      -  32 35 18.02683(N)    082 10 43.38173(W) AD(       ) 2
 CL1793  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL1793
 CL1793.Superseded values are not recommended for survey control.
 CL1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1793.See file dsdata.txt to determine how the superseded data were derived.
 CL1793
 CL1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8939206283(NAD 83)
 CL1793_MARKER: DD = SURVEY DISK
 CL1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1793+STABILITY: SURFACE MOTION
 CL1793
 CL1793  HISTORY     - Date     Condition        Report By
 CL1793  HISTORY     - 1979     MONUMENTED       GADT
 CL1793
 CL1793                          STATION DESCRIPTION
 CL1793
 CL1793'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1793'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF TWIN CITY, 6
 CL1793'MILES SOUTH OF CANOOCHEE, AND 9-1/4 MILES EAST OF SWAINSBORO ON STATE
 CL1793'RIGHT OF WAY.
 CL1793'
 CL1793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1793'ROUTE 26) AND STATE ROUTE 192 IN TWIN CITY, GO WEST ALONG U.S. HIGHWAY
 CL1793'80 (STATE ROUTE 26) FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1793'349 CROSSING AND THE STATION ON THE LEFT.
 CL1793'
 CL1793'THE STATION IS LOCATED 39 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1793'THE HIGHWAY, 34 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE COUNTY
 CL1793'ROAD, 11.0 FEET WEST-SOUTHWEST OF THE WESTERN END OF A 15 INCH CULVERT
 CL1793'UNDER COUNTY ROAD 349, 21.1 FEET NORTHWEST OF A FENCE CORNER POST AND
 CL1793'GATE LATCH POST, AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT
 CL1793'IS A STANDARD BRASS DISK STAMPED---053-229 1979 RM 1---, SET IN THE
 CL1793'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1793'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1793'
 CL1793'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1793'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1809 ***********************************************************************
 CL1809  DESIGNATION -  BV 053 230 GADT
 CL1809  PID         -  CL1809
 CL1809  STATE/COUNTY-  GA/EMANUEL
 CL1809  USGS QUAD   -  CANOOCHEE (1971)
 CL1809
 CL1809                         *CURRENT SURVEY CONTROL
 CL1809  ___________________________________________________________________
 CL1809* NAD 83(1994)-  32 42 51.23947(N)    082 10 19.01418(W)     ADJUSTED  
 CL1809* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 CL1809  ___________________________________________________________________
 CL1809  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CL1809  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CL1809
 CL1809  HORZ ORDER  -  SECOND
 CL1809
 CL1809.The horizontal coordinates were established by classical geodetic methods
 CL1809.and adjusted by the National Geodetic Survey in September 1997..
 CL1809
 CL1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1809
 CL1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1809
 CL1809.The geoid height was determined by GEOID03.
 CL1809
 CL1809;                    North         East     Units Scale Factor Converg.
 CL1809;SPC GA E     -   300,912.475   199,504.871   MT  0.99990000   -0 00 10.3
 CL1809;SPC GA E     -   987,243.68    654,542.23   sFT  0.99990000   -0 00 10.3
 CL1809;UTM  17      - 3,620,214.663   390,166.695   MT  0.99974875   -0 38 00.4
 CL1809
 CL1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1809!SPC GA E     -   0.99998910  x   0.99990000  =   0.99988910
 CL1809!UTM  17      -   0.99998910  x   0.99974875  =   0.99973785
 CL1809
 CL1809:                Primary Azimuth Mark                     Grid Az
 CL1809:SPC GA E     -  BV 053 230 GADT AZ MK                    004 22 36.8
 CL1809:UTM  17      -  BV 053 230 GADT AZ MK                    005 00 26.9
 CL1809
 CL1809|---------------------------------------------------------------------|
 CL1809| PID    Reference Object                     Distance      Geod. Az  |
 CL1809|                                                           dddmmss.s |
 CL1809| CL1808 BV 053 230 GADT AZ MK               APPROX. 0.6 KM 0042226.5 |
 CL1809| CL1821 BV 053 230 GADT AZ TPT               16.708 METERS 00423     |
 CL1809| CL1820 BV 053 230 GADT RM 1                 17.387 METERS 01456     |
 CL1809|---------------------------------------------------------------------|
 CL1809
 CL1809                          SUPERSEDED SURVEY CONTROL
 CL1809
 CL1809  NAD 83(1986)-  32 42 51.24279(N)    082 10 19.01074(W) AD(       ) 2
 CL1809  NAD 27      -  32 42 50.66995(N)    082 10 19.57093(W) AD(       ) 2
 CL1809  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 CL1809
 CL1809.Superseded values are not recommended for survey control.
 CL1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1809.See file dsdata.txt to determine how the superseded data were derived.
 CL1809
 CL1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9016720215(NAD 83)
 CL1809_MARKER: DD = SURVEY DISK
 CL1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1809+STABILITY: SURFACE MOTION
 CL1809
 CL1809  HISTORY     - Date     Condition        Report By
 CL1809  HISTORY     - 1979     MONUMENTED       GADT
 CL1809
 CL1809                          STATION DESCRIPTION
 CL1809
 CL1809'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1809'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF CANOOCHEE, 6-1/4
 CL1809'MILES EAST-SOUTHEAST OF SUMMERTOWN, AND 8 MILES SOUTH-SOUTHEAST OF
 CL1809'MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1809'
 CL1809'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND COUNTY
 CL1809'PAVED ROAD 91115 IN CANOOCHEE, GO EAST ALONG COUNTY PAVED ROAD 91115
 CL1809'FOR 0.45 MILE TO THE JUNCTION OF COUNTY PAVED ROAD 91320 TO THE LEFT.
 CL1809'TURN LEFT GOING NORTH ALONG COUNTY PAVED ROAD 91320 FOR 3 MILES TO THE
 CL1809'STATION ON THE RIGHT.
 CL1809'
 CL1809'THE STATION IS LOCATED 42.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1809'13.8 FEET SOUTHWEST OF A 15 INCH PINE TREE, 18.2 FEET WEST-NORTHWEST
 CL1809'OF A 15 INCH PINE TREE, AND 3 FEET WEST OF A WITNESS POST.  IT IS A
 CL1809'STANDARD BRASS DISK STAMPED---053-230 1979---, SET IN THE TOP OF A 10
 CL1809'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1809'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1809'STAMPED---053-230 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1809'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL1809'
 CL1809'REFERENCE MARK 1 IS LOCATED 52 FEET EAST OF THE CENTERLINE OF THE
 CL1809'ROAD, 18.6 FEET SOUTH-SOUTHWEST OF AN 8 INCH PINE TREE, AND 3.0 FEET
 CL1809'WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-230 1979
 CL1809'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1809'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1809'
 CL1809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG COUNTY
 CL1809'PAVED ROAD 91320 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 CL1809'IS LOCATED 39 FEET EAST OF THE CENTERLINE OF THE ROAD, 118.8 FEET
 CL1809'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCELINE ON THE WEST SIDE
 CL1809'OF THE ROAD, 39 FEET SOUTHWEST OF A 14 INCH PINE TREE, AND 3.0 FEET
 CL1809'WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-230 1979
 CL1809'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1809'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1809'
 CL1809'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1809'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1808 ***********************************************************************
 CL1808  DESIGNATION -  BV 053 230 GADT AZ MK
 CL1808  PID         -  CL1808
 CL1808  STATE/COUNTY-  GA/EMANUEL
 CL1808  USGS QUAD   -  CANOOCHEE (1971)
 CL1808
 CL1808                         *CURRENT SURVEY CONTROL
 CL1808  ___________________________________________________________________
 CL1808* NAD 83(1994)-  32 43 11.24300(N)    082 10 17.20417(W)     ADJUSTED  
 CL1808* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL1808  ___________________________________________________________________
 CL1808  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CL1808  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CL1808
 CL1808  HORZ ORDER  -  SECOND
 CL1808
 CL1808.The horizontal coordinates were established by classical geodetic methods
 CL1808.and adjusted by the National Geodetic Survey in September 1997..
 CL1808
 CL1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1808
 CL1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1808
 CL1808.The geoid height was determined by GEOID03.
 CL1808
 CL1808;                    North         East     Units Scale Factor Converg.
 CL1808;SPC GA E     -   301,528.628   199,552.031   MT  0.99990000   -0 00 09.3
 CL1808;SPC GA E     -   989,265.17    654,696.96   sFT  0.99990000   -0 00 09.3
 CL1808;UTM  17      - 3,620,830.166   390,220.626   MT  0.99974860   -0 37 59.8
 CL1808
 CL1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1808!SPC GA E     -   0.99998847  x   0.99990000  =   0.99988847
 CL1808!UTM  17      -   0.99998847  x   0.99974860  =   0.99973707
 CL1808
 CL1808                          SUPERSEDED SURVEY CONTROL
 CL1808
 CL1808  NAD 83(1986)-  32 43 11.24641(N)    082 10 17.20067(W) AD(       ) 2
 CL1808  NAD 27      -  32 43 10.67400(N)    082 10 17.76104(W) AD(       ) 2
 CL1808  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL1808
 CL1808.Superseded values are not recommended for survey control.
 CL1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1808.See file dsdata.txt to determine how the superseded data were derived.
 CL1808
 CL1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9022120830(NAD 83)
 CL1808_MARKER: DD = SURVEY DISK
 CL1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1808+STABILITY: SURFACE MOTION
 CL1808
 CL1808  HISTORY     - Date     Condition        Report By
 CL1808  HISTORY     - 1979     MONUMENTED       GADT
 CL1808
 CL1808                          STATION DESCRIPTION
 CL1808
 CL1808'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1808'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH OF CANOOCHEE,
 CL1808'6-1/4 MILES EAST-SOUTHEAST OF SUMMERTOWN, AND 7-3/4 MILES
 CL1808'SOUTH-SOUTHEAST OF MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1808'
 CL1808'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND COUNTY
 CL1808'PAVED ROAD 91115 IN CANOOCHEE, GO EAST ALONG COUNTY PAVED ROAD 91115
 CL1808'FOR 0.45 MILE TO THE JUNCTION OF COUNTY PAVED ROAD 91320 TO THE LEFT.
 CL1808'TURN LEFT GOING NORTH ALONG COUNTY PAVED ROAD 91320 FOR 3.35 MILES TO
 CL1808'THE STATION ON THE RIGHT.
 CL1808'
 CL1808'THE STATION IS LOCATED 39 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1808'118.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE ON THE
 CL1808'WEST SIDE OF THE ROAD, 39 FEET SOUTHWEST OF A 14 INCH PINE TREE, AND
 CL1808'3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1808'STAMPED---053-230 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1808'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1808'STEEL RODS EMBEDDED.
 CL1808'
 CL1808'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1808'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1820 ***********************************************************************
 CL1820  DESIGNATION -  BV 053 230 GADT RM 1
 CL1820  PID         -  CL1820
 CL1820  STATE/COUNTY-  GA/EMANUEL
 CL1820  USGS QUAD   -  CANOOCHEE (1971)
 CL1820
 CL1820                         *CURRENT SURVEY CONTROL
 CL1820  ___________________________________________________________________
 CL1820* NAD 83(1994)-  32 42 51.78480(N)    082 10 18.84205(W)     ADJUSTED  
 CL1820* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 CL1820  ___________________________________________________________________
 CL1820  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CL1820  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CL1820
 CL1820  HORZ ORDER  -  SECOND
 CL1820
 CL1820.The horizontal coordinates were established by classical geodetic methods
 CL1820.and adjusted by the National Geodetic Survey in September 1997..
 CL1820
 CL1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1820
 CL1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1820
 CL1820.The geoid height was determined by GEOID03.
 CL1820
 CL1820;                    North         East     Units Scale Factor Converg.
 CL1820;SPC GA E     -   300,929.273   199,509.354   MT  0.99990000   -0 00 10.2
 CL1820;SPC GA E     -   987,298.79    654,556.94   sFT  0.99990000   -0 00 10.2
 CL1820;UTM  17      - 3,620,231.407   390,171.362   MT  0.99974874   -0 38 00.3
 CL1820
 CL1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1820!SPC GA E     -   0.99998910  x   0.99990000  =   0.99988910
 CL1820!UTM  17      -   0.99998910  x   0.99974874  =   0.99973784
 CL1820
 CL1820                          SUPERSEDED SURVEY CONTROL
 CL1820
 CL1820  NAD 83(1986)-  32 42 51.78812(N)    082 10 18.83861(W) AD(       ) 2
 CL1820  NAD 27      -  32 42 51.21530(N)    082 10 19.39880(W) AD(       ) 2
 CL1820  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 CL1820
 CL1820.Superseded values are not recommended for survey control.
 CL1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1820.See file dsdata.txt to determine how the superseded data were derived.
 CL1820
 CL1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9017120231(NAD 83)
 CL1820_MARKER: DD = SURVEY DISK
 CL1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1820+STABILITY: SURFACE MOTION
 CL1820
 CL1820  HISTORY     - Date     Condition        Report By
 CL1820  HISTORY     - 1979     MONUMENTED       GADT
 CL1820
 CL1820                          STATION DESCRIPTION
 CL1820
 CL1820'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1820'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF CANOOCHEE, 6-1/4
 CL1820'MILES EAST-SOUTHEAST OF SUMMERTOWN, AND 8 MILES SOUTH-SOUTHEAST OF
 CL1820'MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1820'
 CL1820'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND COUNTY
 CL1820'PAVED ROAD 91115 IN CANOOCHEE, GO EAST ALONG COUNTY PAVED ROAD 91115
 CL1820'FOR 0.45 MILE TO THE JUNCTION OF COUNTY PAVED ROAD 91320 TO THE LEFT.
 CL1820'TURN LEFT GOING NORTH ALONG COUNTY PAVED ROAD 91320 FOR 3.0 MILES TO
 CL1820'THE STATION ON THE RIGHT.
 CL1820'
 CL1820'THE STATION IS LOCATED 52 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1820'18.6 FEET SOUTH-SOUTHWEST OF AN 18 INCH PINE TREE, AND 3.0 FEET WEST
 CL1820'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-230 1979
 CL1820'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1820'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1820'
 CL1820'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1820'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2012 ***********************************************************************
 CL2012  DESIGNATION -  BV 053 231 GADT
 CL2012  PID         -  CL2012
 CL2012  STATE/COUNTY-  GA/EMANUEL
 CL2012  USGS QUAD   -  STILLMORE (1985)
 CL2012
 CL2012                         *CURRENT SURVEY CONTROL
 CL2012  ___________________________________________________________________
 CL2012* NAD 83(1994)-  32 28 22.64076(N)    082 14 18.36640(W)     ADJUSTED  
 CL2012* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2012  ___________________________________________________________________
 CL2012  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2012  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2012
 CL2012  HORZ ORDER  -  SECOND
 CL2012
 CL2012.The horizontal coordinates were established by classical geodetic methods
 CL2012.and adjusted by the National Geodetic Survey in September 1997..
 CL2012
 CL2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2012
 CL2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2012
 CL2012.The geoid height was determined by GEOID03.
 CL2012
 CL2012;                    North         East     Units Scale Factor Converg.
 CL2012;SPC GA E     -   274,160.405   193,254.090   MT  0.99990056   -0 02 18.7
 CL2012;SPC GA E     -   899,474.60    634,034.46   sFT  0.99990056   -0 02 18.7
 CL2012;UTM  17      - 3,593,536.571   383,623.763   MT  0.99976701   -0 39 54.0
 CL2012
 CL2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2012!SPC GA E     -   0.99999145  x   0.99990056  =   0.99989201
 CL2012!UTM  17      -   0.99999145  x   0.99976701  =   0.99975846
 CL2012
 CL2012|---------------------------------------------------------------------|
 CL2012| PID    Reference Object                     Distance      Geod. Az  |
 CL2012|                                                           dddmmss.s |
 CL2012| CL2011 BV 053 231 GADT RM 1                 15.310 METERS 15350     |
 CL2012| CL2013 BV 053 231 GADT AZ TPT               15.278 METERS 34358     |
 CL2012| CL2014 BV 053 231 GADT AZ MK               APPROX. 0.5 KM 3440736.4 |
 CL2012|---------------------------------------------------------------------|
 CL2012
 CL2012                          SUPERSEDED SURVEY CONTROL
 CL2012
 CL2012  NAD 83(1986)-  32 28 22.64555(N)    082 14 18.36270(W) AD(       ) 2
 CL2012  NAD 27      -  32 28 22.04651(N)    082 14 18.91254(W) AD(       ) 2
 CL2012  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2012
 CL2012.Superseded values are not recommended for survey control.
 CL2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2012.See file dsdata.txt to determine how the superseded data were derived.
 CL2012
 CL2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8362493537(NAD 83)
 CL2012_MARKER: DD = SURVEY DISK
 CL2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2012+STABILITY: SURFACE MOTION
 CL2012
 CL2012  HISTORY     - Date     Condition        Report By
 CL2012  HISTORY     - 1979     MONUMENTED       GADT
 CL2012
 CL2012                          STATION DESCRIPTION
 CL2012
 CL2012'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2012'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHWEST OF
 CL2012'STILLMORE, 5-1/2 MILES EAST OF WESLEY, AND 8-1/2 MILES SOUTH-SOUTHWEST
 CL2012'OF TWIN CITY ON STATE RIGHT OF WAY.
 CL2012'
 CL2012'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL2012'ROUTE 57 IN STILLMORE, GO NORTH ALONG STATE ROUTE 57 FOR 2.6 MILES TO
 CL2012'THE STATION ON THE LEFT.
 CL2012'
 CL2012'THE STATION IS LOCATED 37 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 CL2012'HIGHWAY, 58.9 FEET NORTH-NORTHWEST OF THE NORTHERNMOST END OF AN 18
 CL2012'INCH CONCRETE CULVERT UNDER A FIELD ACCESS ROAD TO THE WEST, 100.6
 CL2012'FEET SOUTH-SOUTHEAST OF A POWER POLE, 141.4 FEET SOUTH-SOUTHWEST OF
 CL2012'THE SOUTHERNMOST END OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD
 CL2012'ACCESS ROAD TO THE EAST, AND 11.0 FEET EAST-NORTHEAST OF A WITNESS
 CL2012'POST.  IT IS A STANDARD BRASS DISK STAMPED---053-231 1979---, SET IN
 CL2012'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2012'OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL2012'STANDARD DISK STAMPED---053-231 1979---, SET IN AN IRREGULAR MASS OF
 CL2012'CONCRETE APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CL2012'
 CL2012'REFERENCE MARK 1 IS LOCATED 30.5 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL2012'OF THE HIGHWAY, 10.0 FEET NORTHWEST OF THE NORTHERNMOST END OF AN 18
 CL2012'INCH CONCRETE CULVERT UNDER THE DRIVEWAY TO THE WEST, 151.0 FEET
 CL2012'SOUTH-SOUTHEAST OF THE POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A
 CL2012'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-231 1979 RM 1---,
 CL2012'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2012'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2012'
 CL2012'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG STATE ROUTE
 CL2012'57 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 45
 CL2012'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 131.7 FEET
 CL2012'NORTH-NORTHWEST OF A FENCE CORNER POST, 122.4 FEET EAST-SOUTHEAST OF
 CL2012'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST SIDE OF THE
 CL2012'HIGHWAY, AND 3.4 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT A
 CL2012'FENCELINE.  IT IS A STANDARD DISK STAMPED---053-231 1979 AZ MK---, SET
 CL2012'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2012'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2012'
 CL2012'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2012'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2014 ***********************************************************************
 CL2014  DESIGNATION -  BV 053 231 GADT AZ MK
 CL2014  PID         -  CL2014
 CL2014  STATE/COUNTY-  GA/EMANUEL
 CL2014  USGS QUAD   -  STILLMORE (1985)
 CL2014
 CL2014                         *CURRENT SURVEY CONTROL
 CL2014  ___________________________________________________________________
 CL2014* NAD 83(1994)-  32 28 38.37516(N)    082 14 23.64466(W)     ADJUSTED  
 CL2014* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL2014  ___________________________________________________________________
 CL2014  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CL2014  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CL2014
 CL2014  HORZ ORDER  -  SECOND
 CL2014
 CL2014.The horizontal coordinates were established by classical geodetic methods
 CL2014.and adjusted by the National Geodetic Survey in September 1997..
 CL2014
 CL2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2014
 CL2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2014
 CL2014.The geoid height was determined by GEOID03.
 CL2014
 CL2014;                    North         East     Units Scale Factor Converg.
 CL2014;SPC GA E     -   274,645.136   193,116.608   MT  0.99990058   -0 02 21.6
 CL2014;SPC GA E     -   901,064.92    633,583.40   sFT  0.99990058   -0 02 21.6
 CL2014;UTM  17      - 3,594,022.711   383,491.607   MT  0.99976739   -0 39 57.1
 CL2014
 CL2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2014!SPC GA E     -   0.99999082  x   0.99990058  =   0.99989140
 CL2014!UTM  17      -   0.99999082  x   0.99976739  =   0.99975821
 CL2014
 CL2014                          SUPERSEDED SURVEY CONTROL
 CL2014
 CL2014  NAD 83(1986)-  32 28 38.37994(N)    082 14 23.64095(W) AD(       ) 2
 CL2014  NAD 27      -  32 28 37.78130(N)    082 14 24.19071(W) AD(       ) 2
 CL2014  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CL2014
 CL2014.Superseded values are not recommended for survey control.
 CL2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2014.See file dsdata.txt to determine how the superseded data were derived.
 CL2014
 CL2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8349294023(NAD 83)
 CL2014_MARKER: DD = SURVEY DISK
 CL2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2014+STABILITY: SURFACE MOTION
 CL2014
 CL2014  HISTORY     - Date     Condition        Report By
 CL2014  HISTORY     - 1979     MONUMENTED       GADT
 CL2014
 CL2014                          STATION DESCRIPTION
 CL2014
 CL2014'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2014'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH-NORTHWEST OF
 CL2014'STILLMORE, 5-1/2 MILES EAST OF WESLEY, AND 8 MILES SOUTH-SOUTHWEST OF
 CL2014'TWIN CITY ON STATE RIGHT OF WAY.
 CL2014'
 CL2014'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL2014'ROUTE 57 IN STILLMORE, GO NORTH ALONG STATE ROUTE 57 FOR 2.9 MILES TO
 CL2014'THE STATION ON THE LEFT.
 CL2014'
 CL2014'THE STATION IS LOCATED 45 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 CL2014'HIGHWAY, 131.7 FEET NORTH-NORTHWEST OF A FENCECORNER POST, 122.4 FEET
 CL2014'EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST
 CL2014'SIDE OF THE HIGHWAY, AND 3.4 FEET WEST-SOUTHWEST OF A WITNESS POST SET
 CL2014'AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---053-231 1979
 CL2014'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2014'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2014'
 CL2014'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2014'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2011 ***********************************************************************
 CL2011  DESIGNATION -  BV 053 231 GADT RM 1
 CL2011  PID         -  CL2011
 CL2011  STATE/COUNTY-  GA/EMANUEL
 CL2011  USGS QUAD   -  STILLMORE (1985)
 CL2011
 CL2011                         *CURRENT SURVEY CONTROL
 CL2011  ___________________________________________________________________
 CL2011* NAD 83(1994)-  32 28 22.19468(N)    082 14 18.10783(W)     ADJUSTED  
 CL2011* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2011  ___________________________________________________________________
 CL2011  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2011  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2011
 CL2011  HORZ ORDER  -  SECOND
 CL2011
 CL2011.The horizontal coordinates were established by classical geodetic methods
 CL2011.and adjusted by the National Geodetic Survey in September 1997..
 CL2011
 CL2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2011
 CL2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2011
 CL2011.The geoid height was determined by GEOID03.
 CL2011
 CL2011;                    North         East     Units Scale Factor Converg.
 CL2011;SPC GA E     -   274,146.660   193,260.832   MT  0.99990056   -0 02 18.6
 CL2011;SPC GA E     -   899,429.50    634,056.58   sFT  0.99990056   -0 02 18.6
 CL2011;UTM  17      - 3,593,522.755   383,630.353   MT  0.99976699   -0 39 53.8
 CL2011
 CL2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2011!SPC GA E     -   0.99999145  x   0.99990056  =   0.99989201
 CL2011!UTM  17      -   0.99999145  x   0.99976699  =   0.99975844
 CL2011
 CL2011                          SUPERSEDED SURVEY CONTROL
 CL2011
 CL2011  NAD 83(1986)-  32 28 22.19947(N)    082 14 18.10414(W) AD(       ) 2
 CL2011  NAD 27      -  32 28 21.60041(N)    082 14 18.65397(W) AD(       ) 2
 CL2011  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2011
 CL2011.Superseded values are not recommended for survey control.
 CL2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2011.See file dsdata.txt to determine how the superseded data were derived.
 CL2011
 CL2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8363093523(NAD 83)
 CL2011_MARKER: DD = SURVEY DISK
 CL2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2011+STABILITY: SURFACE MOTION
 CL2011
 CL2011  HISTORY     - Date     Condition        Report By
 CL2011  HISTORY     - 1979     MONUMENTED       GADT
 CL2011
 CL2011                          STATION DESCRIPTION
 CL2011
 CL2011'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2011'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHWEST OF
 CL2011'STILLMORE, 5-1/2 MILES EAST OF WESLEY, AND 8-1/2 MILES SOUTH-SOUTHWEST
 CL2011'OF TWIN CITY ON STATE RIGHT OF WAY.
 CL2011'
 CL2011'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL2011'ROUTE 57 IN STILLMORE, GO NORTH ALONG STATE ROUTE 57 FOR 2.6 MILES TO
 CL2011'THE STATION ON THE LEFT.
 CL2011'
 CL2011'THE STATION IS LOCATED 30.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CL2011'THE HIGHWAY, 10.0 FEET NORTHWEST OF THE NORTHERNMOST END OF AN 18 INCH
 CL2011'CONRETE CULVERT UNDER A DRIVEWAY TO THE WEST, 151.0 FEET
 CL2011'SOUTH-SOUTHEAST OF A POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A
 CL2011'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-231 1979
 CL2011'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2011'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2011'
 CL2011'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2011'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1818 ***********************************************************************
 CL1818  DESIGNATION -  BV 053 232 GADT
 CL1818  PID         -  CL1818
 CL1818  STATE/COUNTY-  GA/EMANUEL
 CL1818  USGS QUAD   -  CANOOCHEE (1971)
 CL1818
 CL1818                         *CURRENT SURVEY CONTROL
 CL1818  ___________________________________________________________________
 CL1818* NAD 83(1994)-  32 41 38.97427(N)    082 07 56.32934(W)     ADJUSTED  
 CL1818* NAVD 88     -       108.     (meters)     354.     (feet)  VERTCON   
 CL1818  ___________________________________________________________________
 CL1818  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 CL1818  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CL1818
 CL1818  HORZ ORDER  -  SECOND
 CL1818
 CL1818.The horizontal coordinates were established by classical geodetic methods
 CL1818.and adjusted by the National Geodetic Survey in September 1997..
 CL1818
 CL1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1818
 CL1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1818
 CL1818.The geoid height was determined by GEOID03.
 CL1818
 CL1818;                    North         East     Units Scale Factor Converg.
 CL1818;SPC GA E     -   298,687.054   203,221.103   MT  0.99990013   +0 01 06.8
 CL1818;SPC GA E     -   979,942.44    666,734.57   sFT  0.99990013   +0 01 06.8
 CL1818;UTM  17      - 3,617,948.842   393,857.640   MT  0.99973892   -0 36 42.1
 CL1818
 CL1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1818!SPC GA E     -   0.99998769  x   0.99990013  =   0.99988782
 CL1818!UTM  17      -   0.99998769  x   0.99973892  =   0.99972661
 CL1818
 CL1818|---------------------------------------------------------------------|
 CL1818| PID    Reference Object                     Distance      Geod. Az  |
 CL1818|                                                           dddmmss.s |
 CL1818| CL1817 BV 053 232 GADT RM 1                  6.659 METERS 17250     |
 CL1818| CL1806 BV 053 232 GADT AZ MK               340.620 METERS 17310     |
 CL1818| CL1819 BV 053 232 GADT TPT                   6.742 METERS 26547     |
 CL1818|---------------------------------------------------------------------|
 CL1818
 CL1818                          SUPERSEDED SURVEY CONTROL
 CL1818
 CL1818  NAD 83(1986)-  32 41 38.97738(N)    082 07 56.32611(W) AD(       ) 2
 CL1818  NAD 27      -  32 41 38.40323(N)    082 07 56.88991(W) AD(       ) 2
 CL1818  NGVD 29 (07/19/86)  108.     (m)          354.     (f) VERT ANG       
 CL1818
 CL1818.Superseded values are not recommended for survey control.
 CL1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1818.See file dsdata.txt to determine how the superseded data were derived.
 CL1818
 CL1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9385817949(NAD 83)
 CL1818_MARKER: DD = SURVEY DISK
 CL1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1818+STABILITY: SURFACE MOTION
 CL1818
 CL1818  HISTORY     - Date     Condition        Report By
 CL1818  HISTORY     - 1979     MONUMENTED       GADT
 CL1818
 CL1818                          STATION DESCRIPTION
 CL1818
 CL1818'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1818'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST-NORTHEAST OF
 CL1818'CANOOCHEE, 3-3/4 MILES NORTHWEST OF GARFIELD, AND 8-1/4 MILES
 CL1818'NORTH-NORTHEAST OF TWIN CITY ON COUNTY RIGHT OF WAY.
 CL1818'
 CL1818'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL1818'ROUTE 56 IN SUMMERTOWN, GO SOUTHEAST ALONG STATE ROUTE 192 FOR 8.0
 CL1818'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115 TO THE LEFT IN
 CL1818'CANOOCHEE.  TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD 91115 FOR 0.5
 CL1818'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91320 TO THE LEFT.  CONTINUE
 CL1818'GOING EAST ALONG COUNTY ROAD 91115 FOR 3.1 MILES TO THE JUNCTION OF
 CL1818'PAVED COUNTY ROAD 460 TO THE LEFT AND DIRT COUNTY ROAD 330 TO THE
 CL1818'RIGHT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 460 FOR 1.6 MILES TO
 CL1818'THE JUNCTION OF DIRT COUNTY ROAD 428 TO THE LEFT, AND THE AZIMUTH MARK
 CL1818'ON THE LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 460 FOR 0.2 MILE
 CL1818'TO THE STATION ON THE RIGHT.
 CL1818'
 CL1818'THE STATION IS LOCATED 36 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1818'160.5 FEET SOUTH OF THE SOUTHERNMOST END OF A 10 INCH CULVERT UNDER A
 CL1818'FIELD ACCESS ROAD TO THE EAST, 104.2 FEET SOUTHEAST OF A POWER POLE ON
 CL1818'THE WEST SIDE OF THE ROAD, 6.0 FEET WEST OF A FENCELINE, AND 3.0 FEET
 CL1818'WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1818'STAMPED---053-232 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1818'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1818'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1818'STAMPED---053-232 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1818'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1818'
 CL1818'REFERENCE MARK 1 IS LOCATED 41 FEET EAST OF THE CENTERLINE OF THE
 CL1818'ROAD, 123.8 FEET SOUTH-SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF
 CL1818'THE ROAD, 187.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RED
 CL1818'BRICK HOUSE WITH A GREY ROOF (THE MAIN STRUCTURE, NOT THE ADDED
 CL1818'SECTION ON THE NORTH SIDE WITH LOWER ROOF LINE), AND 2.0 FEET SOUTH OF
 CL1818'A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-232 1979 RM 1---,
 CL1818'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1818'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1818'
 CL1818'THE AZIMUTH MARK IS LOCATED 43 FEET SOUTHWEST OF THE POINT OF
 CL1818'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 428 AND COUNTY ROAD
 CL1818'460, 38 FEET WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 460, 34.0
 CL1818'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 2.4 FEET NORTH OF A
 CL1818'POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1818'STANDARD DISK STAMPED---053-232 1979 AZ MK---, SET IN THE TOP OF A 10
 CL1818'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1818'WITH STEEL RODS EMBEDDED.
 CL1818'
 CL1818'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1818'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1806 ***********************************************************************
 CL1806  DESIGNATION -  BV 053 232 GADT AZ MK
 CL1806  PID         -  CL1806
 CL1806  STATE/COUNTY-  GA/EMANUEL
 CL1806  USGS QUAD   -  CANOOCHEE (1971)
 CL1806
 CL1806                         *CURRENT SURVEY CONTROL
 CL1806  ___________________________________________________________________
 CL1806* NAD 83(1994)-  32 41 27.99576(N)    082 07 54.77198(W)     ADJUSTED  
 CL1806* NAVD 88     -       107.     (meters)     351.     (feet)  VERTCON   
 CL1806  ___________________________________________________________________
 CL1806  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CL1806  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CL1806
 CL1806  HORZ ORDER  -  SECOND
 CL1806
 CL1806.The horizontal coordinates were established by classical geodetic methods
 CL1806.and adjusted by the National Geodetic Survey in September 1997..
 CL1806
 CL1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1806
 CL1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1806
 CL1806.The geoid height was determined by GEOID03.
 CL1806
 CL1806;                    North         East     Units Scale Factor Converg.
 CL1806;SPC GA E     -   298,348.904   203,261.777   MT  0.99990013   +0 01 07.6
 CL1806;SPC GA E     -   978,833.03    666,868.01   sFT  0.99990013   +0 01 07.6
 CL1806;UTM  17      - 3,617,610.321   393,894.586   MT  0.99973882   -0 36 41.0
 CL1806
 CL1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1806!SPC GA E     -   0.99998785  x   0.99990013  =   0.99988798
 CL1806!UTM  17      -   0.99998785  x   0.99973882  =   0.99972667
 CL1806
 CL1806                          SUPERSEDED SURVEY CONTROL
 CL1806
 CL1806  NAD 83(1986)-  32 41 27.99889(N)    082 07 54.76878(W) AD(       ) 2
 CL1806  NAD 27      -  32 41 27.42444(N)    082 07 55.33256(W) AD(       ) 2
 CL1806  NGVD 29 (07/19/86)  107.     (m)          351.     (f) VERT ANG       
 CL1806
 CL1806.Superseded values are not recommended for survey control.
 CL1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1806.See file dsdata.txt to determine how the superseded data were derived.
 CL1806
 CL1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9389517610(NAD 83)
 CL1806_MARKER: DD = SURVEY DISK
 CL1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1806+STABILITY: SURFACE MOTION
 CL1806
 CL1806  HISTORY     - Date     Condition        Report By
 CL1806  HISTORY     - 1979     MONUMENTED       GADT
 CL1806
 CL1806                          STATION DESCRIPTION
 CL1806
 CL1806'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1806'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST-NORTHEAST OF
 CL1806'CANOOCHEE, 3-1/2 MILES NORTHWEST OF GARFIELD, AND 8 MILES
 CL1806'NORTH-NORTHEAST OF TWIN CITY ON COUNTY RIGHT OF WAY.
 CL1806'
 CL1806'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL1806'ROUTE 56 IN SUMMERTOWN, GO SOUTHEAST ALONG STATE ROUTE 192 FOR 8.0
 CL1806'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115 TO THE LEFT IN
 CL1806'CANOOCHEE.  TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD 91115 FOR 0.5
 CL1806'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91320 TO THE LEFT.  CONTINUE
 CL1806'GOING EAST ALONG COUNTY ROAD 91115 FOR 3.1 MILES TO THE JUNCTION OF
 CL1806'PAVED COUNTY ROAD 460 TO THE LEFT AND DIRT COUNTY ROAD 330 TO THE
 CL1806'RIGHT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 460 FOR 1.6 MILES TO
 CL1806'THE JUNCTION OF DIRT COUNTY ROAD 428 TO THE LEFT AND THE STATION ON
 CL1806'THE LEFT.
 CL1806'
 CL1806'THE STATION IS LOCATED 43 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 CL1806'OF THE CENTERLINES OF COUNTY ROAD 428 AND COUNTY ROAD 460, 38 FEET
 CL1806'WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 2.4 FEET NORTH OF A
 CL1806'POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1806'STANDARD BRASS DISK STAMPED---053-232 1979 AZ MK---, SET IN THE TOP OF
 CL1806'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1806'GROUND WITH STEEL RODS EMBEDDED.
 CL1806'
 CL1806'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1806'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1817 ***********************************************************************
 CL1817  DESIGNATION -  BV 053 232 GADT RM 1
 CL1817  PID         -  CL1817
 CL1817  STATE/COUNTY-  GA/EMANUEL
 CL1817  USGS QUAD   -  CANOOCHEE (1971)
 CL1817
 CL1817                         *CURRENT SURVEY CONTROL
 CL1817  ___________________________________________________________________
 CL1817* NAD 83(1994)-  32 41 38.75980(N)    082 07 56.29747(W)     ADJUSTED  
 CL1817* NAVD 88     -       109.     (meters)     358.     (feet)  VERTCON   
 CL1817  ___________________________________________________________________
 CL1817  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 CL1817  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CL1817
 CL1817  HORZ ORDER  -  SECOND
 CL1817
 CL1817.The horizontal coordinates were established by classical geodetic methods
 CL1817.and adjusted by the National Geodetic Survey in September 1997..
 CL1817
 CL1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1817
 CL1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1817
 CL1817.The geoid height was determined by GEOID03.
 CL1817
 CL1817;                    North         East     Units Scale Factor Converg.
 CL1817;SPC GA E     -   298,680.448   203,221.935   MT  0.99990013   +0 01 06.8
 CL1817;SPC GA E     -   979,920.77    666,737.30   sFT  0.99990013   +0 01 06.8
 CL1817;UTM  17      - 3,617,942.228   393,858.399   MT  0.99973892   -0 36 42.0
 CL1817
 CL1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1817!SPC GA E     -   0.99998753  x   0.99990013  =   0.99988767
 CL1817!UTM  17      -   0.99998753  x   0.99973892  =   0.99972646
 CL1817
 CL1817                          SUPERSEDED SURVEY CONTROL
 CL1817
 CL1817  NAD 83(1986)-  32 41 38.76295(N)    082 07 56.29425(W) AD(       ) 2
 CL1817  NAD 27      -  32 41 38.18875(N)    082 07 56.85805(W) AD(       ) 2
 CL1817  NGVD 29 (07/19/86)  109.     (m)          358.     (f) VERT ANG       
 CL1817
 CL1817.Superseded values are not recommended for survey control.
 CL1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1817.See file dsdata.txt to determine how the superseded data were derived.
 CL1817
 CL1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9385817942(NAD 83)
 CL1817_MARKER: DD = SURVEY DISK
 CL1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1817+STABILITY: SURFACE MOTION
 CL1817
 CL1817  HISTORY     - Date     Condition        Report By
 CL1817  HISTORY     - 1979     MONUMENTED       GADT
 CL1817
 CL1817                          STATION DESCRIPTION
 CL1817
 CL1817'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1817'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST-NORTHEAST OF
 CL1817'CANOOCHEE, 3-3/4 MILES NORTHWEST OF GARFIELD, AND 8-1/4 MILES
 CL1817'NORTH-NORTHEAST OF TWIN CITY ON COUNTY RIGHT OF WAY.
 CL1817'
 CL1817'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 192 AND STATE
 CL1817'ROUTE 56 IN SUMMERTOWN, GO SOUTHEAST ALONG STATE ROUTE 192 FOR 8.0
 CL1817'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115 TO THE LEFT IN
 CL1817'CANOOCHEE.  TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD 91115 FOR 0.5
 CL1817'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91320 TO THE LEFT.  CONTINUE
 CL1817'GOING EAST ALONG COUNTY ROAD 91115 FOR 3.1 MILES TO THE JUNCTION OF
 CL1817'PAVED COUNTY ROAD 460 TO THE LEFT AND DIRT COUNTY ROAD 330 TO THE
 CL1817'RIGHT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 460 FOR 1.6 MILES TO
 CL1817'THE JUNCTION OF DIRT COUNTY ROAD 428 TO THE LEFT.  CONTINUE GOING
 CL1817'NORTH ALONG COUNTY ROAD 460 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CL1817'
 CL1817'THE STATION IS LOCATED 41 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1817'123.8 FEET SOUTH-SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 CL1817'ROAD, 187.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A RED BRICK
 CL1817'HOUSE WITH A GREY ROOF (THE MAIN STRUCTURE, NOT THE ADDED SECTION ON
 CL1817'THE NORTH SIDE WITH LOWER ROOF LINE), AND 2.0 FEET SOUTH OF A WITNESS
 CL1817'POST.  IT IS A STANDARD BRASS DISK STAMPED---053-232 1979 RM 1---, SET
 CL1817'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1817'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1817'
 CL1817'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1817'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1816 ***********************************************************************
 CL1816  DESIGNATION -  BV 053 233 GADT
 CL1816  PID         -  CL1816
 CL1816  STATE/COUNTY-  GA/EMANUEL
 CL1816  USGS QUAD   -  CANOOCHEE (1971)
 CL1816
 CL1816                         *CURRENT SURVEY CONTROL
 CL1816  ___________________________________________________________________
 CL1816* NAD 83(1994)-  32 40 28.70836(N)    082 13 14.91701(W)     ADJUSTED  
 CL1816* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL1816  ___________________________________________________________________
 CL1816  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CL1816  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CL1816
 CL1816  HORZ ORDER  -  SECOND
 CL1816
 CL1816.The horizontal coordinates were established by classical geodetic methods
 CL1816.and adjusted by the National Geodetic Survey in September 1997..
 CL1816
 CL1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1816
 CL1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1816
 CL1816.The geoid height was determined by GEOID03.
 CL1816
 CL1816;                    North         East     Units Scale Factor Converg.
 CL1816;SPC GA E     -   296,523.486   194,922.123   MT  0.99990032   -0 01 45.2
 CL1816;SPC GA E     -   972,844.14    639,507.00   sFT  0.99990032   -0 01 45.2
 CL1816;UTM  17      - 3,615,876.977   385,536.618   MT  0.99976156   -0 39 32.9
 CL1816
 CL1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1816!SPC GA E     -   0.99998829  x   0.99990032  =   0.99988861
 CL1816!UTM  17      -   0.99998829  x   0.99976156  =   0.99974985
 CL1816
 CL1816:                Primary Azimuth Mark                     Grid Az
 CL1816:SPC GA E     -  BV 053 233 GADT AZ MK                    094 39 54.6
 CL1816:UTM  17      -  BV 053 233 GADT AZ MK                    095 17 42.3
 CL1816
 CL1816|---------------------------------------------------------------------|
 CL1816| PID    Reference Object                     Distance      Geod. Az  |
 CL1816|                                                           dddmmss.s |
 CL1816| CL1815 BV 053 233 GADT AZ MK               APPROX. 0.6 KM 0943809.4 |
 CL1816| CL1825 BV 053 233 GADT AZ TPT                8.400 METERS 09446     |
 CL1816| CL1824 BV 053 233 GADT RM 1                 10.610 METERS 10023     |
 CL1816|---------------------------------------------------------------------|
 CL1816
 CL1816                          SUPERSEDED SURVEY CONTROL
 CL1816
 CL1816  NAD 83(1986)-  32 40 28.71201(N)    082 13 14.91382(W) AD(       ) 2
 CL1816  NAD 27      -  32 40 28.13464(N)    082 13 15.46819(W) AD(       ) 2
 CL1816  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL1816
 CL1816.Superseded values are not recommended for survey control.
 CL1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1816.See file dsdata.txt to determine how the superseded data were derived.
 CL1816
 CL1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8553715877(NAD 83)
 CL1816_MARKER: DD = SURVEY DISK
 CL1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1816+STABILITY: SURFACE MOTION
 CL1816
 CL1816  HISTORY     - Date     Condition        Report By
 CL1816  HISTORY     - 1979     MONUMENTED       GADT
 CL1816
 CL1816                          STATION DESCRIPTION
 CL1816
 CL1816'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1816'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF CANOOCHEE,
 CL1816'5-1/2 MILES EAST-NORTHEAST OF SUMMERTOWN, AND 5-3/4 MILES
 CL1816'SOUTH-SOUTHEAST OF MODOC ON THE PROPERTY OF JED GREENWAY.
 CL1816'
 CL1816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1816'26) AND STATE ROUTE 192 IN TWIN CITY, GO NORTH ALONG STATE ROUTE 192
 CL1816'FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTE 192 SPUR (COUNTY ROAD
 CL1816'91111) TO THE RIGHT AND PAVED COUNTY ROAD 344 TO THE LEFT.  TURN
 CL1816'LEFT GOING NORTHWEST ALONG COUNTY ROAD 344 FOR 4.45 MILES TO ITS
 CL1816'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 278 TO THE RIGHT
 CL1816'AND DIRT COUNTY ROAD 278 TO THE LEFT.  TURN RIGHT GOING NORTH ALONG
 CL1816'COUNTY ROAD 278 FOR 0.65 MILE TO ITS TERMINATION AT THE JUNCTION OF
 CL1816'PAVED COUNTY ROAD 91115 CROSSING AND DIRT COUNTY ROAD 39
 CL1816'CONTINUING STRAIGHT AHEAD.  CONTINUE GOING NORTH ALONG COUNTY ROAD 39
 CL1816'FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 46 TO THE LEFT.
 CL1816'CONTINUE GOING NORTH ALONG COUNTY ROAD 39 FOR 0.9 MILE TO THE
 CL1816'JUNCTION OF DIRT COUNTY ROAD 45 TO THE LEFT.  TURN LEFT GOING WEST
 CL1816'ALONG COUNTY ROAD 45 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL1816'CONTINUE WEST ALONG COUNTY ROAD 45 FOR 0.4 MILE TO THE STATION ON
 CL1816'THE LEFT AND THE WHITE FRAME RESIDENCE OF JED GREENWAY ON THE RIGHT.
 CL1816'
 CL1816'THE STATION IS LOCATED 13 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL1816'OF THE ROAD, 82.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CL1816'AND HINGED GATE POST OF A FENCE LINE ON THE NORTH SIDE OF THE
 CL1816'ROAD, 49.3 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER ON THE
 CL1816'NORTH SIDE OF THE ROAD, 150.4 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 CL1816'CORNER OF THE GREENWAY RESIDENCE,
 CL1816'AND 1.6 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.
 CL1816'IT IS A STANDARD BRASS DISK STAMPED---053-233 1979---, SET IN THE
 CL1816'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1816'OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A
 CL1816'STANDARD DISK STAMPED---053-233 1979---, SET IN AN IRREGULAR MASS
 CL1816'OF CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 CL1816'
 CL1816'REFERENCE MARK 1 IS LOCATED 15 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL1816'OF THE ROAD, 47.5 FEET SOUTH OF THE POWER POLE WITH TRANSFORMER,
 CL1816'15.3 FEET WEST-NORTHWEST OF THE WESTERN HINGED POST OF A DOUBLE-HUNG
 CL1816'WOOD GATE, AND 1.4 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A
 CL1816'FENCELINE.  IT IS A STANDARD DISK STAMPED---053-233 1979 RM 1---, SET
 CL1816'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1816'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1816'
 CL1816'THE AZIMUTH MARK IS LOCATED 17.5 FEET NORTH OF THE CENTERLINE OF
 CL1816'COUNTY ROAD 45, 54.4 FEET EAST-NORTHEAST OF A 12 INCH PECAN TREE ON
 CL1816'THE WEST SIDE OF THE ROAD, 7.3 FEET EAST-SOUTHEAST OF THE HINGED
 CL1816'POST OF AN ALUMINUM GATE IN A FENCELINE, 18.2 FEET SOUTH-SOUTHEAST
 CL1816'OF A POWER POLE, 13.7 FEET WEST-SOUTHWEST OF A CORNER POST AT THE
 CL1816'JUNCTION OF THREE FENCELINES, AND 2.7 FEET SOUTH OF A WITNESS POST SET
 CL1816'AT A FENCELINE.  IT IS A STANDARD DISK
 CL1816'STAMPED---053-233 1979 AZ MK---,
 CL1816'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL1816'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1816'
 CL1816'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1816'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1815 ***********************************************************************
 CL1815  DESIGNATION -  BV 053 233 GADT AZ MK
 CL1815  PID         -  CL1815
 CL1815  STATE/COUNTY-  GA/EMANUEL
 CL1815  USGS QUAD   -  CANOOCHEE (1971)
 CL1815
 CL1815                         *CURRENT SURVEY CONTROL
 CL1815  ___________________________________________________________________
 CL1815* NAD 83(1994)-  32 40 27.07187(N)    082 12 51.06491(W)     ADJUSTED  
 CL1815* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL1815  ___________________________________________________________________
 CL1815  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 CL1815  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CL1815
 CL1815  HORZ ORDER  -  SECOND
 CL1815
 CL1815.The horizontal coordinates were established by classical geodetic methods
 CL1815.and adjusted by the National Geodetic Survey in September 1997..
 CL1815
 CL1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1815
 CL1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1815
 CL1815.The geoid height was determined by GEOID03.
 CL1815
 CL1815;                    North         East     Units Scale Factor Converg.
 CL1815;SPC GA E     -   296,472.781   195,543.483   MT  0.99990024   -0 01 32.4
 CL1815;SPC GA E     -   972,677.78    641,545.58   sFT  0.99990024   -0 01 32.4
 CL1815;UTM  17      - 3,615,819.452   386,157.296   MT  0.99975981   -0 39 20.0
 CL1815
 CL1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1815!SPC GA E     -   0.99998970  x   0.99990024  =   0.99988995
 CL1815!UTM  17      -   0.99998970  x   0.99975981  =   0.99974952
 CL1815
 CL1815                          SUPERSEDED SURVEY CONTROL
 CL1815
 CL1815  NAD 83(1986)-  32 40 27.07548(N)    082 12 51.06174(W) AD(       ) 2
 CL1815  NAD 27      -  32 40 26.49817(N)    082 12 51.61677(W) AD(       ) 2
 CL1815  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL1815
 CL1815.Superseded values are not recommended for survey control.
 CL1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1815.See file dsdata.txt to determine how the superseded data were derived.
 CL1815
 CL1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8615715819(NAD 83)
 CL1815_MARKER: DD = SURVEY DISK
 CL1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1815+STABILITY: SURFACE MOTION
 CL1815
 CL1815  HISTORY     - Date     Condition        Report By
 CL1815  HISTORY     - 1979     MONUMENTED       GADT
 CL1815
 CL1815                          STATION DESCRIPTION
 CL1815
 CL1815'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1815'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF
 CL1815'CANOOCHEE, 5-1/2 MILES EAST-NORTHEAST OF SUMMERTOWN, AND 5-3/4 MILES
 CL1815'SOUTH-SOUTHEAST OF MODOC ON THE PROPERTY OF MR. JOHN JOHNSON.
 CL1815'
 CL1815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1815'26) AND STATE ROUTE 192 IN TWIN CITY, GO NORTH ALONG STATE ROUTE 192
 CL1815'FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTE 192 SPUR (COUNTY ROAD
 CL1815'91111) TO THE RIGHT AND PAVED COUNTY ROAD 344 TO THE LEFT.  TURN
 CL1815'LEFT GOING NORTHWEST ALONG COUNTY ROAD 344 FOR 4.45 MILES TO ITS
 CL1815'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 278 TO THE RIGHT
 CL1815'AND DIRT COUNTY ROAD 278 TO THE LEFT.  TURN RIGHT GOING NORTH ALONG
 CL1815'COUNTY ROAD 278 FOR 0.65 MILE TO ITS TERMINATION AT THE JUNCTION OF
 CL1815'PAVED COUNTY ROAD 91115 CROSSING AND DIRT COUNTY ROAD 39 CONTINUING
 CL1815'STRAIGHT AHEAD.  CONTINUE GOING NORTH ALONG COUNTY ROAD 39
 CL1815'FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 46 TO THE LEFT.
 CL1815'CONTINUE GOING NORTH ALONG COUNTY ROAD 39 FOR 0.9 MILE TO THE JUNCTION
 CL1815'OF DIRT COUNTY ROAD 45 TO THE LEFT.  TURN LEFT GOING WEST ALONG
 CL1815'COUNTY ROAD 45 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CL1815'
 CL1815'THE STATION IS LOCATED 17.5 FEET NORTH OF THE CENTERLINE OF THE
 CL1815'ROAD, 54.4 FEET EAST-NORTHEAST OF A 12 INCH PECAN TREE ON THE WEST
 CL1815'SIDE OF THE ROAD, 7.3 FEET EAST-SOUTHEAST OF THE HINGED POST OF AN
 CL1815'ALUMINUM GATE IN A FENCELINE, 18.2 FEET SOUTH-SOUTHEAST OF A POWER
 CL1815'POLE, 13.7 FEET WEST-SOUTHWEST OF A CORNER POST SET AT THE JUNCTION OF
 CL1815'3 FENCELINES, AND 2.7 FEET SOUTH OF A WITNESS POST SET AT A FENCELINE.
 CL1815'IT IS A STANDARD BRASS DISK STAMPED---053-233 1979 AZ MK---, SET IN
 CL1815'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1815'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1815'
 CL1815'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1815'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1824 ***********************************************************************
 CL1824  DESIGNATION -  BV 053 233 GADT RM 1
 CL1824  PID         -  CL1824
 CL1824  STATE/COUNTY-  GA/EMANUEL
 CL1824  USGS QUAD   -  CANOOCHEE (1971)
 CL1824
 CL1824                         *CURRENT SURVEY CONTROL
 CL1824  ___________________________________________________________________
 CL1824* NAD 83(1994)-  32 40 28.64627(N)    082 13 14.51647(W)     ADJUSTED  
 CL1824* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL1824  ___________________________________________________________________
 CL1824  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CL1824  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CL1824
 CL1824  HORZ ORDER  -  SECOND
 CL1824
 CL1824.The horizontal coordinates were established by classical geodetic methods
 CL1824.and adjusted by the National Geodetic Survey in September 1997..
 CL1824
 CL1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1824
 CL1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1824
 CL1824.The geoid height was determined by GEOID03.
 CL1824
 CL1824;                    North         East     Units Scale Factor Converg.
 CL1824;SPC GA E     -   296,521.568   194,932.557   MT  0.99990032   -0 01 45.0
 CL1824;SPC GA E     -   972,837.84    639,541.23   sFT  0.99990032   -0 01 45.0
 CL1824;UTM  17      - 3,615,874.945   385,547.029   MT  0.99976153   -0 39 32.7
 CL1824
 CL1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1824!SPC GA E     -   0.99998829  x   0.99990032  =   0.99988861
 CL1824!UTM  17      -   0.99998829  x   0.99976153  =   0.99974982
 CL1824
 CL1824                          SUPERSEDED SURVEY CONTROL
 CL1824
 CL1824  NAD 83(1986)-  32 40 28.64992(N)    082 13 14.51328(W) AD(       ) 2
 CL1824  NAD 27      -  32 40 28.07255(N)    082 13 15.06767(W) AD(       ) 2
 CL1824  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL1824
 CL1824.Superseded values are not recommended for survey control.
 CL1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1824.See file dsdata.txt to determine how the superseded data were derived.
 CL1824
 CL1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8554715875(NAD 83)
 CL1824_MARKER: DD = SURVEY DISK
 CL1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1824+STABILITY: SURFACE MOTION
 CL1824
 CL1824  HISTORY     - Date     Condition        Report By
 CL1824  HISTORY     - 1979     MONUMENTED       GADT
 CL1824
 CL1824                          STATION DESCRIPTION
 CL1824
 CL1824'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1824'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF CANOOCHEE,
 CL1824'5-1/2 MILES EAST-NORTHEAST OF SUMMERTOWN, AND 5-3/4 MILES
 CL1824'SOUTH-SOUTHEAST OF MODOC ON THE PROPERTY OF MR. JED GREENWAY.
 CL1824'
 CL1824'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1824'26) AND STATE ROUTE 192 IN TWIN CITY, GO NORTH ALONG STATE ROUTE 192
 CL1824'FOR 1.4 MILES TO THE JUNCTION OF STATE ROUTE 192 SPUR (COUNTY ROAD
 CL1824'91111) TO THE RIGHT AND PAVED COUNTY ROAD 344 TO THE LEFT.  TURN
 CL1824'LEFT GOING NORTHWEST ALONG COUNTY ROAD 344 FOR 4.45 MILES TO ITS
 CL1824'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 278 TO THE RIGHT
 CL1824'AND DIRT COUNTY ROAD 278 TO THE LEFT.  TURN RIGHT GOING NORTH ALONG
 CL1824'COUNTY ROAD 278 FOR 0.65 MILE TO ITS TERMINATION AT THE JUNCTION OF
 CL1824'PAVED COUNTY ROAD 91115 CROSSING AND DIRT COUNTY ROAD 39 CONTINUING
 CL1824'STRAIGHT AHEAD.  CONTINUE GOING NORTH ALONG COUNTY ROAD 39 FOR 0.65
 CL1824'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 46 TO THE LEFT.  CONTINUE
 CL1824'GOING NORTH ALONG COUNTY ROAD 39 FOR 0.9 MILE TO THE JUNCTION OF
 CL1824'DIRT COUNTY ROAD 45 TO THE LEFT.  TURN LEFT GOING WEST ALONG
 CL1824'COUNTY ROAD 45 FOR 0.8 MILE TO THE STATION ON THE LEFT AND THE
 CL1824'GREENWAY RESIDENCE ON THE RIGHT.
 CL1824'
 CL1824'THE STATION IS LOCATED 15 FEET SOUTH-SOUTHWEST
 CL1824'OF THE CENTERLINE OF THE ROAD, 47.5 FEET SOUTH OF A POWER POLE WITH
 CL1824'TRANSFORMER ON THE NORTH SIDE OF THE ROAD, 15.3 FEET WEST-NORTHWEST
 CL1824'OF THE WESTERN HINGED POST OF A DOUBLE HUNG WOOD GATE, AND 1.4 FEET
 CL1824'NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL1824'STANDARD BRASS DISK STAMPED---053-233 1979 RM 1---, SET IN THE TOP OF
 CL1824'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1824'GROUND WITH STEEL RODS EMBEDDED.
 CL1824'
 CL1824'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1824'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1928 ***********************************************************************
 CL1928  DESIGNATION -  BV 053 234
 CL1928  PID         -  CL1928
 CL1928  STATE/COUNTY-  GA/EMANUEL
 CL1928  USGS QUAD   -  COLEMANS LAKE (1973)
 CL1928
 CL1928                         *CURRENT SURVEY CONTROL
 CL1928  ___________________________________________________________________
 CL1928* NAD 83(1994)-  32 47 26.39247(N)    082 16 46.86958(W)     ADJUSTED  
 CL1928* NAVD 88     -        79.     (meters)     259.     (feet)  VERTCON   
 CL1928  ___________________________________________________________________
 CL1928  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 CL1928  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CL1928
 CL1928  HORZ ORDER  -  SECOND
 CL1928
 CL1928.The horizontal coordinates were established by classical geodetic methods
 CL1928.and adjusted by the National Geodetic Survey in September 1997..
 CL1928
 CL1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1928
 CL1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1928
 CL1928.The geoid height was determined by GEOID03.
 CL1928
 CL1928;                    North         East     Units Scale Factor Converg.
 CL1928;SPC GA E     -   309,393.515   189,414.165   MT  0.99990138   -0 03 40.3
 CL1928;SPC GA E     - 1,015,068.56    621,436.31   sFT  0.99990138   -0 03 40.3
 CL1928;UTM  17      - 3,628,805.176   380,171.416   MT  0.99977705   -0 41 35.2
 CL1928
 CL1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1928!SPC GA E     -   0.99999222  x   0.99990138  =   0.99989360
 CL1928!UTM  17      -   0.99999222  x   0.99977705  =   0.99976928
 CL1928
 CL1928|---------------------------------------------------------------------|
 CL1928| PID    Reference Object                     Distance      Geod. Az  |
 CL1928|                                                           dddmmss.s |
 CL1928| CY7280 BV 053 234 RM 1                      10.710 METERS 01604     |
 CL1928| CL1927 BV 053 234 GADT AZ MK               APPROX. 0.8 KM 0972520.6 |
 CL1928| CL1932 BV 053 234 GADT AZ TPT                8.899 METERS 09729     |
 CL1928| CL1933 BV 053 234 GADT TPT                   9.628 METERS 11345     |
 CL1928|---------------------------------------------------------------------|
 CL1928
 CL1928                          SUPERSEDED SURVEY CONTROL
 CL1928
 CL1928  NAD 83(1986)-  32 47 26.39597(N)    082 16 46.86633(W) AD(       ) 2
 CL1928  NAD 27      -  32 47 25.82943(N)    082 16 47.41726(W) AD(       ) 2
 CL1928  NGVD 29 (07/19/86)   79.     (m)          259.     (f) VERT ANG       
 CL1928
 CL1928.Superseded values are not recommended for survey control.
 CL1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1928.See file dsdata.txt to determine how the superseded data were derived.
 CL1928
 CL1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8017128805(NAD 83)
 CL1928_MARKER: DD = SURVEY DISK
 CL1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1928
 CL1928  HISTORY     - Date     Condition        Report By
 CL1928  HISTORY     - 1979     MONUMENTED       GADT
 CL1928
 CL1928                          STATION DESCRIPTION
 CL1928
 CL1928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1928'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTH OF SUMMERTOWN,
 CL1928'3-1/4 MILES SOUTHWEST OF MIDVILLE, AND 9 MILES SOUTHEAST OF WADLEY ON
 CL1928'THE PROPERTY OF MRS. LUCK F. GAMBRELL, ATLANTA.  PERMISSION TO SET THE
 CL1928'STATION AND MARKS GRANTED BY MANAGER OF THE PROPERTY, MR. RALPH SMITH
 CL1928'JR, BOX 377, SWAINSBORO.  TELEPHONE 912-237-8626.
 CL1928'
 CL1928'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 CL1928'ROUTE 56 IN MIDVILLE, GO SOUTH ALONG STATE ROUTE 56 FOR 0.95 MILE TO
 CL1928'THE JUNCTION OF PAVED COUNTY ROAD 457 TO THE RIGHT.  CONTINUE GOING
 CL1928'SOUTH ALONG STATE ROUTE 56 FOR 1.65 MILES TO THE JUNCTION OF DIRT
 CL1928'COUNTY ROAD 77 TO THE RIGHT AND PAVED COUNTY ROAD 91475 TO THE LEFT.
 CL1928'TURN RIGHT GOING WEST ALONG COUNTY ROAD 77 FOR 0.9 MILE TO THE
 CL1928'JUNCTION OF DIRT COUNTY ROAD 76 CROSSING.  CONTINUE GOING WEST ALONG
 CL1928'COUNTY ROAD 77 FOR 0.7 MILE TO A FENCELINE TO THE SOUTH BETWEEN THE
 CL1928'EAST SIDE OF A FIELD AND WOODS AND THE AZIMUTH MARK ON THE LEFT.
 CL1928'CONTINUE GOING WEST ALONG COUNTY ROAD 77 FOR 0.5 MILE TO THE JUNCTION
 CL1928'OF A WOODS ROAD TO THE LEFT ALONG THE WEST SIDE OF THE FIELD.  TURN
 CL1928'LEFT GOING SOUTH ALONG THE WOODS ROAD FOR 0.15 MILE TO THE STATION ON
 CL1928'THE LEFT.
 CL1928'
 CL1928'THE STATION IS LOCATED 20 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CL1928'WOODS ROAD, 134.4 FEET NORTH OF A POWER POLE WITH GUYWIRE ON A
 CL1928'DEAD END LINE ABOUT 500 FEET NORTH FROM A POWER LINE RUNNING EAST TO
 CL1928'WEST, AND 3.0 FEET EAST-SOUTHEAST FROM A WITNESS POST.  IT IS A
 CL1928'STANDARD BRASS DISK STAMPED---053-234 1979---, SET IN THE TOP OF A 10
 CL1928'INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 CL1928'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD
 CL1928'DISK STAMPED---053-234 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1928'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL1928'
 CL1928'REFERENCE MARK 1 IS LOCATED 21 FEET EAST-SOUTHEAST OF THE WOODS ROAD,
 CL1928'44.8 FEET SOUTH OF A 6 INCH PINE TREE, 168.0 FEET NORTH OF A POWER
 CL1928'POLE, AND 3.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL1928'DISK STAMPED---053-234 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1928'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1928'STEEL RODS EMBEDDED.
 CL1928'
 CL1928'THE AZIMUTH MARK IS ON STATE RIGHT OF WAY LOCATED 43 FEET
 CL1928'SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 77, 21.9 FEET
 CL1928'SOUTHWEST OF A CONCRETE PROPERTY LINE POST PROTRUDING 2 FEET ABOVE THE
 CL1928'SURFACE OF THE GROUND, 21.9 FEET SOUTH OF A FENCE CORNER POST, AND 2.2
 CL1928'FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1928'STAMPED---053-234 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1928'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1928'STEEL RODS EMBEDDED.
 CL1928'
 CL1928'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1928'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1927 ***********************************************************************
 CL1927  DESIGNATION -  BV 053 234 GADT AZ MK
 CL1927  PID         -  CL1927
 CL1927  STATE/COUNTY-  GA/EMANUEL
 CL1927  USGS QUAD   -  COLEMANS LAKE (1973)
 CL1927
 CL1927                         *CURRENT SURVEY CONTROL
 CL1927  ___________________________________________________________________
 CL1927* NAD 83(1994)-  32 47 22.90666(N)    082 16 15.20166(W)     ADJUSTED  
 CL1927* NAVD 88     -        67.     (meters)     220.     (feet)  VERTCON   
 CL1927  ___________________________________________________________________
 CL1927  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 CL1927  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CL1927
 CL1927  HORZ ORDER  -  SECOND
 CL1927
 CL1927.The horizontal coordinates were established by classical geodetic methods
 CL1927.and adjusted by the National Geodetic Survey in September 1997..
 CL1927
 CL1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1927
 CL1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1927
 CL1927.The geoid height was determined by GEOID03.
 CL1927
 CL1927;                    North         East     Units Scale Factor Converg.
 CL1927;SPC GA E     -   309,285.297   190,237.988   MT  0.99990117   -0 03 23.2
 CL1927;SPC GA E     - 1,014,713.51    624,139.13   sFT  0.99990117   -0 03 23.2
 CL1927;UTM  17      - 3,628,687.893   380,993.892   MT  0.99977463   -0 41 18.0
 CL1927
 CL1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1927!SPC GA E     -   0.99999411  x   0.99990117  =   0.99989528
 CL1927!UTM  17      -   0.99999411  x   0.99977463  =   0.99976874
 CL1927
 CL1927                          SUPERSEDED SURVEY CONTROL
 CL1927
 CL1927  NAD 83(1986)-  32 47 22.91016(N)    082 16 15.19842(W) AD(       ) 2
 CL1927  NAD 27      -  32 47 22.34367(N)    082 16 15.75022(W) AD(       ) 2
 CL1927  NGVD 29 (07/19/86)   67.     (m)          220.     (f) VERT ANG       
 CL1927
 CL1927.Superseded values are not recommended for survey control.
 CL1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1927.See file dsdata.txt to determine how the superseded data were derived.
 CL1927
 CL1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8099428688(NAD 83)
 CL1927_MARKER: DD = SURVEY DISK
 CL1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1927+STABILITY: SURFACE MOTION
 CL1927
 CL1927  HISTORY     - Date     Condition        Report By
 CL1927  HISTORY     - 1979     MONUMENTED       GADT
 CL1927
 CL1927                          STATION DESCRIPTION
 CL1927
 CL1927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1927'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF SUMMERTOWN, 3
 CL1927'MILES SOUTHWEST OF MIDVILLE, AND 9-1/2 MILES SOUTHEAST OF WADLEY ON
 CL1927'THE PROPERTY OF MRS. LUCK F. GAMBRELL, ATLANTA.  PERMISSION TO SET THE
 CL1927'STATION GRANTED BY MANAGER OF THE PROPERTY, MR. RALPH SMITH JR., BOX
 CL1927'377, SWAINSBORO.  TELEPHONE 912-237-8626.
 CL1927'
 CL1927'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 CL1927'ROUTE 56 IN MIDVILLE, GO SOUTH ALONG STATE ROUTE 56 FOR 0.95 MILE TO
 CL1927'THE JUNCTION OF PAVED COUNTY ROAD 92125 TO THE RIGHT.  CONTINUE GOING
 CL1927'SOUTH ALONG STATE ROUTE 56 FOR 1.65 MILES TO THE JUNCTION OF DIRT
 CL1927'COUNTY ROAD 77 TO THE RIGHT AND PAVED COUNTY ROAD 91475 TO THE LEFT.
 CL1927'TURN RIGHT GOING WEST ALONG COUNTY ROAD 77 FOR 0.9 MILE TO THE
 CL1927'JUNCTION OF DIRT COUNTY ROAD 76 CROSSING.  CONTINUE GOING WEST ALONG
 CL1927'COUNTY ROAD 77 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 CL1927'
 CL1927'THE STATION IS LOCATED AT THE EAST EDGE OF A FIELD 43 FEET
 CL1927'SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 77, 21.9 FEET
 CL1927'SOUTHWEST OF A CONCRETE PROPERTY LINE POST PROTRUDING 2 FEET ABOVE
 CL1927'THE SURFACE OF THE GROUND, 21.9 FEET SOUTH OF A FENCE CORNER POST, AND
 CL1927'2.2 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL1927'DISK STAMPED---053-234 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1927'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1927'STEEL RODS EMBEDDED.
 CL1927'
 CL1927'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1927'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1693 ***********************************************************************
 CL1693  DESIGNATION -  BV 053 235 GADT
 CL1693  PID         -  CL1693
 CL1693  STATE/COUNTY-  GA/EMANUEL
 CL1693  USGS QUAD   -  MIDVILLE (1981)
 CL1693
 CL1693                         *CURRENT SURVEY CONTROL
 CL1693  ___________________________________________________________________
 CL1693* NAD 83(1994)-  32 45 08.04680(N)    082 10 03.27000(W)     ADJUSTED  
 CL1693* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL1693  ___________________________________________________________________
 CL1693  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CL1693  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1693
 CL1693  HORZ ORDER  -  SECOND
 CL1693
 CL1693.The horizontal coordinates were established by classical geodetic methods
 CL1693.and adjusted by the National Geodetic Survey in September 1997..
 CL1693
 CL1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1693
 CL1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1693
 CL1693.The geoid height was determined by GEOID03.
 CL1693
 CL1693;                    North         East     Units Scale Factor Converg.
 CL1693;SPC GA E     -   305,126.457   199,914.885   MT  0.99990000   -0 00 01.8
 CL1693;SPC GA E     - 1,001,069.05    655,887.42   sFT  0.99990000   -0 00 01.8
 CL1693;UTM  17      - 3,624,423.235   390,623.017   MT  0.99974751   -0 37 54.2
 CL1693
 CL1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1693!SPC GA E     -   0.99999099  x   0.99990000  =   0.99989099
 CL1693!UTM  17      -   0.99999099  x   0.99974751  =   0.99973851
 CL1693
 CL1693:                Primary Azimuth Mark                     Grid Az
 CL1693:SPC GA E     -  BV 053 235 GADT AZ MK                    182 00 03.1
 CL1693:UTM  17      -  BV 053 235 GADT AZ MK                    182 37 55.5
 CL1693
 CL1693|---------------------------------------------------------------------|
 CL1693| PID    Reference Object                     Distance      Geod. Az  |
 CL1693|                                                           dddmmss.s |
 CL1693| CL1807 BV 053 235 GADT AZ MK               APPROX. 0.8 KM 1820001.3 |
 CL1693| CL1694 BV 053 235 GADT RM 1                  9.564 METERS 18209     |
 CL1693| CL1695 BV 053 235 GADT TPT                   9.327 METERS 35637     |
 CL1693|---------------------------------------------------------------------|
 CL1693
 CL1693                          SUPERSEDED SURVEY CONTROL
 CL1693
 CL1693  NAD 83(1986)-  32 45 08.05031(N)    082 10 03.26666(W) AD(       ) 2
 CL1693  NAD 27      -  32 45 07.48179(N)    082 10 03.82814(W) AD(       ) 2
 CL1693  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL1693
 CL1693.Superseded values are not recommended for survey control.
 CL1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1693.See file dsdata.txt to determine how the superseded data were derived.
 CL1693
 CL1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9062324423(NAD 83)
 CL1693_MARKER: DD = SURVEY DISK
 CL1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1693+STABILITY: SURFACE MOTION
 CL1693
 CL1693  HISTORY     - Date     Condition        Report By
 CL1693  HISTORY     - 1979     MONUMENTED       GADT
 CL1693
 CL1693                          STATION DESCRIPTION
 CL1693
 CL1693'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1693'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH OF CANOOCHEE,
 CL1693'6 MILES SOUTHEAST OF MIDVILLE, AND 6-1/2 MILES EAST OF SUMMERTOWN ON
 CL1693'COUNTY RIGHT OF WAY.
 CL1693'
 CL1693'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND 56 IN
 CL1693'MIDVILLE, GO SOUTH ALONG STATE ROUTE 56 FOR 2.55 MILES TO THE JUNCTION
 CL1693'OF PAVED COUNTY ROAD 90733 TO THE LEFT AND DIRT COUNTY ROAD 77 TO THE
 CL1693'RIGHT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 90733 FOR 2.35 MILES TO
 CL1693'THE CENTER OF A BRIDGE OVER BIG LONG CREEK.  CONTINUE GOING EAST ALONG
 CL1693'COUNTY ROAD 90733 FOR 1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1693'448 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST AND THEN SOUTH FOR 2.55
 CL1693'MILES TO ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91320
 CL1693'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91320 FOR 0.25
 CL1693'MILE TO THE STATION ON THE LEFT.
 CL1693'
 CL1693'THE STATION IS LOCATED 46 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL1693'91320, 82.0 FEET SOUTH-SOUTHEAST OF A 36 INCH OAK TREE ON THE WEST
 CL1693'SIDE OF THE ROAD, 90.0 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A
 CL1693'CULVERT UNDER THE NORTH END OF A CIRCULAR DRIVEWAY TO A WHITE
 CL1693'HOUSE WITH GREEN ROOF ON THE WEST SIDE OF THE ROAD, 13.0 FEET SOUTH
 CL1693'OF A POWER POLE WITH TRANSFORMER, AND 2.6 FEET WEST OF A WITNESS POST
 CL1693'SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1693'STAMPED---053-235 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1693'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1693'EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL1693'STAMPED---053-235 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1693'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1693'
 CL1693'REFERENCE MARK 1 IS LOCATED 46 FEET EAST OF THE CENTERLINE OF THE
 CL1693'ROAD, 91.0 FEET SOUTHEAST OF THE 36 INCH OAK TREE, 3.1 FEET WEST OF A
 CL1693'WITNESS POST SET AT THE FENCELINE, AND 82.7 FEET NORTHEAST OF AN
 CL1693'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST SIDE OF THE ROAD.  IT
 CL1693'IS A STANDARD DISK STAMPED---053-235 1979 RM 1---, SET IN THE TOP OF A
 CL1693'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1693'WITH STEEL RODS EMBEDDED.
 CL1693'
 CL1693'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY ROAD
 CL1693'91320 FOR 0.55 MILE TO THE STATION ON THE LEFT ON TOP OF A 6 FOOT CUT
 CL1693'BANK.  IT IS LOCATED 41.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL1693'91320, 171.0 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL1693'PEDESTAL ON THE WEST SIDE OF THE ROAD, 3.1 FEET WEST OF A WITNESS
 CL1693'POST, 15.7 FEET NORTHWEST OF A POWER POLE, 121.4 FEET NORTH-NORTHEAST
 CL1693'OF THE NORTH END OF A 15 INCH CORRUGATED METAL CULVERT UNDER A
 CL1693'DRIVEWAY TO THE WEST.  IT IS A STANDARD DISK
 CL1693'STAMPED---053-235 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1693'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1693'STEEL RODS EMBEDDED.
 CL1693'
 CL1693'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1693'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1807 ***********************************************************************
 CL1807  DESIGNATION -  BV 053 235 GADT AZ MK
 CL1807  PID         -  CL1807
 CL1807  STATE/COUNTY-  GA/EMANUEL
 CL1807  USGS QUAD   -  CANOOCHEE (1971)
 CL1807
 CL1807                         *CURRENT SURVEY CONTROL
 CL1807  ___________________________________________________________________
 CL1807* NAD 83(1994)-  32 44 41.09729(N)    082 10 04.38380(W)     ADJUSTED  
 CL1807* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL1807  ___________________________________________________________________
 CL1807  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 CL1807  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1807
 CL1807  HORZ ORDER  -  SECOND
 CL1807
 CL1807.The horizontal coordinates were established by classical geodetic methods
 CL1807.and adjusted by the National Geodetic Survey in September 1997..
 CL1807
 CL1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1807
 CL1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1807
 CL1807.The geoid height was determined by GEOID03.
 CL1807
 CL1807;                    North         East     Units Scale Factor Converg.
 CL1807;SPC GA E     -   304,296.346   199,885.885   MT  0.99990000   -0 00 02.4
 CL1807;SPC GA E     -   998,345.60    655,792.27   sFT  0.99990000   -0 00 02.4
 CL1807;UTM  17      - 3,623,593.620   390,584.879   MT  0.99974762   -0 37 54.4
 CL1807
 CL1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1807!SPC GA E     -   0.99999146  x   0.99990000  =   0.99989146
 CL1807!UTM  17      -   0.99999146  x   0.99974762  =   0.99973908
 CL1807
 CL1807                          SUPERSEDED SURVEY CONTROL
 CL1807
 CL1807  NAD 83(1986)-  32 44 41.10081(N)    082 10 04.38049(W) AD(       ) 2
 CL1807  NAD 27      -  32 44 40.53158(N)    082 10 04.94180(W) AD(       ) 2
 CL1807  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL1807
 CL1807.Superseded values are not recommended for survey control.
 CL1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1807.See file dsdata.txt to determine how the superseded data were derived.
 CL1807
 CL1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9058523594(NAD 83)
 CL1807_MARKER: DD = SURVEY DISK
 CL1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1807+STABILITY: SURFACE MOTION
 CL1807
 CL1807  HISTORY     - Date     Condition        Report By
 CL1807  HISTORY     - 1979     MONUMENTED       GADT
 CL1807
 CL1807                          STATION DESCRIPTION
 CL1807
 CL1807'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1807'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH OF CANOOCHEE, 6
 CL1807'MILES SOUTHEAST OF MIDVILLE, AND 6-1/2 MILES EAST OF SUMMERTOWN ON
 CL1807'COUNTY RIGHT OF WAY.
 CL1807'
 CL1807'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND 56 IN
 CL1807'MIDVILLE, GO SOUTH ALONG STATE ROUTE 56 FOR 2.55 MILES TO THE JUNCTION
 CL1807'OF PAVED COUNTY ROAD 90733 TO THE LEFT AND DIRT COUNTY ROAD 77 TO THE
 CL1807'RIGHT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 90733 FOR 2.35 MILES TO
 CL1807'THE CENTER OF A BRIDGE OVER BIG LONG CREEK.  CONTINUE GOING EAST ALONG
 CL1807'COUNTY ROAD 90733 FOR 1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1807'448 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST AND THEN SOUTH FOR 2.55
 CL1807'MILES TO ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91320
 CL1807'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91320 FOR 0.8
 CL1807'MILE TO THE STATION ON THE LEFT ON TOP OF A 6 FOOT CUT BANK.
 CL1807'
 CL1807'THE STATION IS LOCATED 41 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL1807'91320, 171.0 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL1807'PEDESTAL ON THE WEST SIDE OF THE ROAD, 3.1 FEET WEST OF A WITNESS
 CL1807'POST, 15.7 FEET NORTHWEST OF A POWER POLE, AND 121.4 FEET
 CL1807'NORTH-NORTHEAST OF A 15 INCH CORRUGATED METAL CULVERT UNDER A DRIVEWAY
 CL1807'LEADING TO THE WEST.  IT IS A STANDARD BRASS DISK
 CL1807'STAMPED---053-235 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1807'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1807'STEEL RODS EMBEDDED.
 CL1807'
 CL1807'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1807'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1694 ***********************************************************************
 CL1694  DESIGNATION -  BV 053 235 GADT RM 1
 CL1694  PID         -  CL1694
 CL1694  STATE/COUNTY-  GA/EMANUEL
 CL1694  USGS QUAD   -  MIDVILLE (1981)
 CL1694
 CL1694                         *CURRENT SURVEY CONTROL
 CL1694  ___________________________________________________________________
 CL1694* NAD 83(1994)-  32 45 07.73657(N)    082 10 03.28376(W)     ADJUSTED  
 CL1694* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL1694  ___________________________________________________________________
 CL1694  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CL1694  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1694
 CL1694  HORZ ORDER  -  SECOND
 CL1694
 CL1694.The horizontal coordinates were established by classical geodetic methods
 CL1694.and adjusted by the National Geodetic Survey in September 1997..
 CL1694
 CL1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1694
 CL1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1694
 CL1694.The geoid height was determined by GEOID03.
 CL1694
 CL1694;                    North         East     Units Scale Factor Converg.
 CL1694;SPC GA E     -   305,116.901   199,914.527   MT  0.99990000   -0 00 01.8
 CL1694;SPC GA E     - 1,001,037.70    655,886.24   sFT  0.99990000   -0 00 01.8
 CL1694;UTM  17      - 3,624,413.685   390,622.553   MT  0.99974751   -0 37 54.2
 CL1694
 CL1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1694!SPC GA E     -   0.99999099  x   0.99990000  =   0.99989099
 CL1694!UTM  17      -   0.99999099  x   0.99974751  =   0.99973851
 CL1694
 CL1694                          SUPERSEDED SURVEY CONTROL
 CL1694
 CL1694  NAD 83(1986)-  32 45 07.74008(N)    082 10 03.28042(W) AD(       ) 2
 CL1694  NAD 27      -  32 45 07.17155(N)    082 10 03.84190(W) AD(       ) 2
 CL1694  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL1694
 CL1694.Superseded values are not recommended for survey control.
 CL1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1694.See file dsdata.txt to determine how the superseded data were derived.
 CL1694
 CL1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9062324414(NAD 83)
 CL1694_MARKER: DD = SURVEY DISK
 CL1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1694+STABILITY: SURFACE MOTION
 CL1694
 CL1694  HISTORY     - Date     Condition        Report By
 CL1694  HISTORY     - 1979     MONUMENTED       GADT
 CL1694
 CL1694                          STATION DESCRIPTION
 CL1694
 CL1694'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1694'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH OF CANOOCHEE, 6
 CL1694'MILES SOUTHEAST OF MIDVILLE, AND 6-1/2 MILES EAST OF SUMMERTOWN ON
 CL1694'COUNTY RIGHT OF WAY.
 CL1694'
 CL1694'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17 AND 56, GO
 CL1694'SOUTH ALONG STATE ROUTE 56 FOR 2.55 MILES TO THE JUNCTION OF PAVED
 CL1694'COUNTY ROAD 90733 TO THE LEFT AND DIRT COUNTY ROAD 77 TO THE RIGHT.
 CL1694'TURN LEFT GOING EAST ALONG COUNTY ROAD 90733 FOR 2.35 MILES TO THE
 CL1694'CENTER OF A BRIDGE OVER BIG LONG CREEK.  CONTINUE GOING EAST ALONG
 CL1694'COUNTY ROAD 90733 FOR 1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1694'448 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST AND THEN SOUTH FOR 2.55
 CL1694'MILES TO ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91320
 CL1694'CROSSING.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 91320 FOR 0.25
 CL1694'MILE TO THE STATION ON THE LEFT.
 CL1694'
 CL1694'THE STATION IS LOCATED 46 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL1694'91.0 FEET SOUTHEAST OF A 36 INCH OAK TREE ON THE WEST SIDE OF THE
 CL1694'ROAD, 3.1 FEET WEST OF A WITNESS POST SET AT A FENCELINE, AND 82.7
 CL1694'FEET NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST
 CL1694'SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED---053-235 1979
 CL1694'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1694'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1694'
 CL1694'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1694'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1751 ***********************************************************************
 CL1751  DESIGNATION -  BV 053 236 GADT
 CL1751  PID         -  CL1751
 CL1751  STATE/COUNTY-  GA/EMANUEL
 CL1751  USGS QUAD   -  GARFIELD (1971)
 CL1751
 CL1751                         *CURRENT SURVEY CONTROL
 CL1751  ___________________________________________________________________
 CL1751* NAD 83(1994)-  32 39 13.08907(N)    082 06 17.26081(W)     ADJUSTED  
 CL1751* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 CL1751  ___________________________________________________________________
 CL1751  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CL1751  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1751
 CL1751  HORZ ORDER  -  SECOND
 CL1751
 CL1751.The horizontal coordinates were established by classical geodetic methods
 CL1751.and adjusted by the National Geodetic Survey in September 1997..
 CL1751
 CL1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1751
 CL1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1751
 CL1751.The geoid height was determined by GEOID03.
 CL1751
 CL1751;                    North         East     Units Scale Factor Converg.
 CL1751;SPC GA E     -   294,194.651   205,804.044   MT  0.99990042   +0 02 00.2
 CL1751;SPC GA E     -   965,203.62    675,208.77   sFT  0.99990042   +0 02 00.2
 CL1751;UTM  17      - 3,613,429.060   396,390.621   MT  0.99973237   -0 35 46.2
 CL1751
 CL1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1751!SPC GA E     -   0.99998958  x   0.99990042  =   0.99989000
 CL1751!UTM  17      -   0.99998958  x   0.99973237  =   0.99972195
 CL1751
 CL1751|---------------------------------------------------------------------|
 CL1751| PID    Reference Object                     Distance      Geod. Az  |
 CL1751|                                                           dddmmss.s |
 CL1751| CL1735 BV 053 236 GADT RM 1                 11.484 METERS 01301     |
 CL1751| CL1736 BV 053 236 GADT AZ MK               APPROX. 0.6 KM 3075103.8 |
 CL1751| CL1752 BV 053 236 GADT AZ TPT                8.516 METERS 30808     |
 CL1751|---------------------------------------------------------------------|
 CL1751
 CL1751                          SUPERSEDED SURVEY CONTROL
 CL1751
 CL1751  NAD 83(1986)-  32 39 13.09187(N)    082 06 17.25745(W) AD(       ) 2
 CL1751  NAD 27      -  32 39 12.51431(N)    082 06 17.82309(W) AD(       ) 2
 CL1751  NGVD 29 (07/19/86)   96.     (m)          315.     (f) VERT ANG       
 CL1751
 CL1751.Superseded values are not recommended for survey control.
 CL1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1751.See file dsdata.txt to determine how the superseded data were derived.
 CL1751
 CL1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9639113429(NAD 83)
 CL1751_MARKER: DD = SURVEY DISK
 CL1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1751+STABILITY: SURFACE MOTION
 CL1751
 CL1751  HISTORY     - Date     Condition        Report By
 CL1751  HISTORY     - 1979     MONUMENTED       GADT
 CL1751
 CL1751                          STATION DESCRIPTION
 CL1751
 CL1751'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1751'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTHWEST OF GARFIELD,
 CL1751'4-1/2 MILES EAST-SOUTHEAST OF CANOOCHEE, AND 6-1/4 MILES NORTHEAST OF
 CL1751'TWIN CITY ON COUNTY RIGHT OF WAY.
 CL1751'
 CL1751'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND U.S.
 CL1751'HIGHWAY 80 (STATE ROUTE 26) IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1751'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115
 CL1751'CROSSING IN GARFIELD.  TURN LEFT GOING WEST AND THEN NORTHWEST ALONG
 CL1751'COUNTY ROAD 91115 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CL1751'
 CL1751'THE STATION IS LOCATED 17 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL1751'ROAD, 49.5 FEET NORTH OF A 48 INCH OAK TREE IN THE YARD OF A WHITE
 CL1751'WOOD FRAME TWO STORY HOUSE, 45.6 FEET NORTH-NORTHEAST OF A 30 INCH OAK
 CL1751'TREE IN THE YARD, AND 2.2 FEET NORTH OF A WITNESS POST.  IT IS A
 CL1751'STANDARD BRASS DISK STAMPED---053-236 1979---, SET IN THE TOP OF A 10
 CL1751'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1751'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL1751'STAMPED---053-236 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1751'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL1751'
 CL1751'REFERENCE MARK 1 IS LOCATED IN FRONT OF A BRICK HOUSE WITH GREY ROOF
 CL1751'15.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 75.4 FEET
 CL1751'SOUTH-SOUTHEAST OF A 24 INCH PECAN TREE, 82.7 FEET NORTH OF THE 48
 CL1751'INCH OAK TREE IN THE YARD OF THE WHITE FRAME HOUSE, AND 3.0 FEET
 CL1751'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-236
 CL1751'1979 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1751'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1751'
 CL1751'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ALONG COUNTY
 CL1751'ROAD 91115 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 CL1751'LOCATED 20 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 68.2
 CL1751'FEET WEST-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL (THE
 CL1751'EASTERNMOST ONE OF THREE) ON THE NORTH SIDE OF THE ROAD, 143.1 FEET
 CL1751'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY
 CL1751'ROAD 91115 AND COUNTY ROAD 328 TO THE WEST, AND 2.8 FEET
 CL1751'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1751'STAMPED---053-236 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1751'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1751'STEEL RODS EMBEDDED.
 CL1751'
 CL1751'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1751'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1736 ***********************************************************************
 CL1736  DESIGNATION -  BV 053 236 GADT AZ MK
 CL1736  PID         -  CL1736
 CL1736  STATE/COUNTY-  GA/EMANUEL
 CL1736  USGS QUAD   -  GARFIELD (1971)
 CL1736
 CL1736                         *CURRENT SURVEY CONTROL
 CL1736  ___________________________________________________________________
 CL1736* NAD 83(1994)-  32 39 25.03213(N)    082 06 35.42889(W)     ADJUSTED  
 CL1736* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL1736  ___________________________________________________________________
 CL1736  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CL1736  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CL1736
 CL1736  HORZ ORDER  -  SECOND
 CL1736
 CL1736.The horizontal coordinates were established by classical geodetic methods
 CL1736.and adjusted by the National Geodetic Survey in September 1997..
 CL1736
 CL1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1736
 CL1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1736
 CL1736.The geoid height was determined by GEOID03.
 CL1736
 CL1736;                    North         East     Units Scale Factor Converg.
 CL1736;SPC GA E     -   294,562.257   205,330.430   MT  0.99990035   +0 01 50.4
 CL1736;SPC GA E     -   966,409.67    673,654.92   sFT  0.99990035   +0 01 50.4
 CL1736;UTM  17      - 3,613,801.785   395,921.154   MT  0.99973357   -0 35 56.2
 CL1736
 CL1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1736!SPC GA E     -   0.99998848  x   0.99990035  =   0.99988883
 CL1736!UTM  17      -   0.99998848  x   0.99973357  =   0.99972205
 CL1736
 CL1736                          SUPERSEDED SURVEY CONTROL
 CL1736
 CL1736  NAD 83(1986)-  32 39 25.03496(N)    082 06 35.42549(W) AD(       ) 2
 CL1736  NAD 27      -  32 39 24.45764(N)    082 06 35.99069(W) AD(       ) 2
 CL1736  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL1736
 CL1736.Superseded values are not recommended for survey control.
 CL1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1736.See file dsdata.txt to determine how the superseded data were derived.
 CL1736
 CL1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9592113802(NAD 83)
 CL1736_MARKER: DD = SURVEY DISK
 CL1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1736+STABILITY: SURFACE MOTION
 CL1736
 CL1736  HISTORY     - Date     Condition        Report By
 CL1736  HISTORY     - 1979     MONUMENTED       GADT
 CL1736
 CL1736                          STATION DESCRIPTION
 CL1736
 CL1736'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1736'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTHWEST OF
 CL1736'GARFIELD, 4-1/2 MILES EAST-SOUTHEAST OF CANOOCHEE, AND 6-1/4 MILES
 CL1736'NORTHEAST OF TWIN CITY ON COUNTY RIGHT OF WAY.
 CL1736'
 CL1736'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND U.S.
 CL1736'HIGHWAY 80 (STATE ROUTE 26) IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1736'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115
 CL1736'CROSSING IN GARFIELD.  TURN LEFT GOING WEST AND THEN NORTHWEST ALONG
 CL1736'COUNTY ROAD 91115 FOR 0.9 MILE TO THE STATION ON THE LEFT.
 CL1736'
 CL1736'THE STATION IS LOCATED 20 FEET SOUTH-SOUTHWEST OF THE CENTERLINE, 68.2
 CL1736'FEET WEST-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL (THE
 CL1736'EASTERNMOST ONE OF THREE) ON THE NORTH SIDE OF THE ROAD, 143.1 FEET
 CL1736'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY
 CL1736'ROAD 91115 AND COUNTY ROAD 328 TO THE WEST, AND 2.8 FEET
 CL1736'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1736'STAMPED---053-236 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1736'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1736'STEEL RODS EMBEDDED.
 CL1736'
 CL1736'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1736'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1735 ***********************************************************************
 CL1735  DESIGNATION -  BV 053 236 GADT RM 1
 CL1735  PID         -  CL1735
 CL1735  STATE/COUNTY-  GA/EMANUEL
 CL1735  USGS QUAD   -  GARFIELD (1971)
 CL1735
 CL1735                         *CURRENT SURVEY CONTROL
 CL1735  ___________________________________________________________________
 CL1735* NAD 83(1994)-  32 39 13.45229(N)    082 06 17.16162(W)     ADJUSTED  
 CL1735* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 CL1735  ___________________________________________________________________
 CL1735  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CL1735  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 CL1735
 CL1735  HORZ ORDER  -  SECOND
 CL1735
 CL1735.The horizontal coordinates were established by classical geodetic methods
 CL1735.and adjusted by the National Geodetic Survey in September 1997..
 CL1735
 CL1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1735
 CL1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1735
 CL1735.The geoid height was determined by GEOID03.
 CL1735
 CL1735;                    North         East     Units Scale Factor Converg.
 CL1735;SPC GA E     -   294,205.841   205,806.622   MT  0.99990042   +0 02 00.2
 CL1735;SPC GA E     -   965,240.33    675,217.23   sFT  0.99990042   +0 02 00.2
 CL1735;UTM  17      - 3,613,440.219   396,393.321   MT  0.99973236   -0 35 46.1
 CL1735
 CL1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1735!SPC GA E     -   0.99998958  x   0.99990042  =   0.99989000
 CL1735!UTM  17      -   0.99998958  x   0.99973236  =   0.99972194
 CL1735
 CL1735                          SUPERSEDED SURVEY CONTROL
 CL1735
 CL1735  NAD 83(1986)-  32 39 13.45509(N)    082 06 17.15826(W) AD(       ) 2
 CL1735  NAD 27      -  32 39 12.87754(N)    082 06 17.72391(W) AD(       ) 2
 CL1735  NGVD 29 (07/19/86)   96.     (m)          315.     (f) VERT ANG       
 CL1735
 CL1735.Superseded values are not recommended for survey control.
 CL1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1735.See file dsdata.txt to determine how the superseded data were derived.
 CL1735
 CL1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9639313440(NAD 83)
 CL1735_MARKER: DD = SURVEY DISK
 CL1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1735+STABILITY: SURFACE MOTION
 CL1735
 CL1735  HISTORY     - Date     Condition        Report By
 CL1735  HISTORY     - 1979     MONUMENTED       GADT
 CL1735
 CL1735                          STATION DESCRIPTION
 CL1735
 CL1735'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1735'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTHWEST OF GARFIELD,
 CL1735'4-1/2 MILES EAST-SOUTHEAST OF CANOOCHEE, AND 6-1/4 MILES NORTHEAST OF
 CL1735'TWIN CITY ON COUNTY RIGHT OF WAY.
 CL1735'
 CL1735'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND U.S.
 CL1735'HIGHWAY 80 (STATE ROUTE 26) IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1735'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115
 CL1735'CROSSING IN GARFIELD.  TURN LEFT GOING WEST AND THEN NORTHWEST ALONG
 CL1735'COUNTY ROAD 91115 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CL1735'
 CL1735'THE STATION IS LOCATED 15.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL1735'ROAD, 75.4 FEET SOUTH-SOUTHEAST OF A 24 INCH PECAN TREE, 82.7 FEET
 CL1735'NORTH OF A 48 INCH OAK TREE IN THE YARD OF A WHITE FRAME TWO STORY
 CL1735'HOUSE ON THE SOUTHWEST SIDE OF THE ROAD, AND 3 FEET SOUTHWEST OF A
 CL1735'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-236 1979
 CL1735'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1735'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1735'
 CL1735'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1735'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1749 ***********************************************************************
 CL1749  DESIGNATION -  BV 053 237 GADT
 CL1749  PID         -  CL1749
 CL1749  STATE/COUNTY-  GA/EMANUEL
 CL1749  USGS QUAD   -  GARFIELD (1971)
 CL1749
 CL1749                         *CURRENT SURVEY CONTROL
 CL1749  ___________________________________________________________________
 CL1749* NAD 83(1994)-  32 38 58.51775(N)    082 04 52.61049(W)     ADJUSTED  
 CL1749* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 CL1749  ___________________________________________________________________
 CL1749  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 CL1749  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CL1749
 CL1749  HORZ ORDER  -  SECOND
 CL1749
 CL1749.The horizontal coordinates were established by classical geodetic methods
 CL1749.and adjusted by the National Geodetic Survey in September 1997..
 CL1749
 CL1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1749
 CL1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1749
 CL1749.The geoid height was determined by GEOID03.
 CL1749
 CL1749;                    North         East     Units Scale Factor Converg.
 CL1749;SPC GA E     -   293,747.355   208,010.187   MT  0.99990079   +0 02 45.8
 CL1749;SPC GA E     -   963,736.11    682,446.76   sFT  0.99990079   +0 02 45.8
 CL1749;UTM  17      - 3,612,957.633   398,591.340   MT  0.99972681   -0 35 00.2
 CL1749
 CL1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1749!SPC GA E     -   0.99998959  x   0.99990079  =   0.99989038
 CL1749!UTM  17      -   0.99998959  x   0.99972681  =   0.99971640
 CL1749
 CL1749:                Primary Azimuth Mark                     Grid Az
 CL1749:SPC GA E     -  BV 053 237 GADT AZ MK                    115 27 37.2
 CL1749:UTM  17      -  BV 053 237 GADT AZ MK                    116 05 23.2
 CL1749
 CL1749|---------------------------------------------------------------------|
 CL1749| PID    Reference Object                     Distance      Geod. Az  |
 CL1749|                                                           dddmmss.s |
 CL1749| CL1731 BV 053 237 GADT AZ MK               APPROX. 0.7 KM 1153023.0 |
 CL1749| CL1734 BV 053 237 GADT AZ TPT                9.441 METERS 11549     |
 CL1749| CL1791 TWIN CITY PINELAND TEL MAST         APPROX.10.3 KM 2233759.7 |
 CL1749| CL1750 BV 053 237 GADT RM 1                  6.771 METERS 25824     |
 CL1749|---------------------------------------------------------------------|
 CL1749
 CL1749                          SUPERSEDED SURVEY CONTROL
 CL1749
 CL1749  NAD 83(1986)-  32 38 58.52036(N)    082 04 52.60721(W) AD(       ) 2
 CL1749  NAD 27      -  32 38 57.94276(N)    082 04 53.17517(W) AD(       ) 2
 CL1749  NGVD 29 (07/19/86)   96.     (m)          315.     (f) VERT ANG       
 CL1749
 CL1749.Superseded values are not recommended for survey control.
 CL1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1749.See file dsdata.txt to determine how the superseded data were derived.
 CL1749
 CL1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9859112958(NAD 83)
 CL1749_MARKER: DD = SURVEY DISK
 CL1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1749+STABILITY: SURFACE MOTION
 CL1749
 CL1749  HISTORY     - Date     Condition        Report By
 CL1749  HISTORY     - 1979     MONUMENTED       GADT
 CL1749
 CL1749                          STATION DESCRIPTION
 CL1749
 CL1749'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1749'THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF GARFIELD, 6 MILES
 CL1749'EAST-SOUTHEAST OF CANOOCHEE, AND 7 MILES NORTHEAST OF TWIN CITY ON THE
 CL1749'PROPERTY OF MR. J.H. GAY JR.  TELEPHONE 912-763-2919.
 CL1749'
 CL1749'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND U.S.
 CL1749'HIGHWAY 80 (STATE ROUTE 26) IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1749'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115
 CL1749'CROSSING IN GARFIELD.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 91115
 CL1749'FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 91115 TURNING TO THE LEFT
 CL1749'AND DIRT COUNTY ROAD 321 CONTINUING STRAIGHT AHEAD.  CONTINUE GOING
 CL1749'EAST ALONG COUNTY ROAD 321 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 CL1749'
 CL1749'THE STATION IS LOCATED 42.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CL1749'30.7 FEET NORTHWEST OF A 14 INCH PECAN TREE, 90.2 FEET NORTHWEST OF AN
 CL1749'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE ROAD BY
 CL1749'A DRIVEWAY LEADING TO THE GAY RESIDENCE, AND 2.5 FEET SOUTH OF A
 CL1749'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1749'STAMPED---053-237 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1749'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1749'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1749'STAMPED---053-237 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1749'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL1749'
 CL1749'REFERENCE MARK 1 IS LOCATED 41.5 FEET NORTH OF THE CENTERLINE OF THE
 CL1749'ROAD, 128.2 FEET NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE
 CL1749'ROAD, 48.6 FEET WEST-NORTHWEST OF A 14 INCH PECAN TREE, AND 2.2 FEET
 CL1749'SOUTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL1749'STAMPED---053-237 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1749'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1749'STEEL RODS EMBEDDED.
 CL1749'
 CL1749'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG DIRT
 CL1749'COUNTY ROAD 321 FOR 0.45 MILE TO THE STATION ON THE RIGHT.  IT IS
 CL1749'LOCATED 24.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 231.5
 CL1749'FEET WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 3.0
 CL1749'FEET EAST-NORTHEAST OF A POWER POLE, AND 2.3 FEET NORTH-NORTHEAST OF A
 CL1749'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL1749'STAMPED---053-237 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1749'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1749'STEEL RODS EMBEDDED.
 CL1749'
 CL1749'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1749'OBTAINED FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG
 CL1749'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1731 ***********************************************************************
 CL1731  DESIGNATION -  BV 053 237 GADT AZ MK
 CL1731  PID         -  CL1731
 CL1731  STATE/COUNTY-  GA/EMANUEL
 CL1731  USGS QUAD   -  GARFIELD (1971)
 CL1731
 CL1731                         *CURRENT SURVEY CONTROL
 CL1731  ___________________________________________________________________
 CL1731* NAD 83(1994)-  32 38 48.36835(N)    082 04 27.46841(W)     ADJUSTED  
 CL1731* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL1731  ___________________________________________________________________
 CL1731  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CL1731  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 CL1731
 CL1731  HORZ ORDER  -  SECOND
 CL1731
 CL1731.The horizontal coordinates were established by classical geodetic methods
 CL1731.and adjusted by the National Geodetic Survey in September 1997..
 CL1731
 CL1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1731
 CL1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1731
 CL1731.The geoid height was determined by GEOID03.
 CL1731
 CL1731;                    North         East     Units Scale Factor Converg.
 CL1731;SPC GA E     -   293,435.281   208,665.631   MT  0.99990093   +0 02 59.4
 CL1731;SPC GA E     -   962,712.25    684,597.16   sFT  0.99990093   +0 02 59.4
 CL1731;UTM  17      - 3,612,638.434   399,243.202   MT  0.99972518   -0 34 46.5
 CL1731
 CL1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1731!SPC GA E     -   0.99999006  x   0.99990093  =   0.99989099
 CL1731!UTM  17      -   0.99999006  x   0.99972518  =   0.99971524
 CL1731
 CL1731                          SUPERSEDED SURVEY CONTROL
 CL1731
 CL1731  NAD 83(1986)-  32 38 48.37091(N)    082 04 27.46516(W) AD(       ) 2
 CL1731  NAD 27      -  32 38 47.79314(N)    082 04 28.03377(W) AD(       ) 2
 CL1731  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL1731
 CL1731.Superseded values are not recommended for survey control.
 CL1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1731.See file dsdata.txt to determine how the superseded data were derived.
 CL1731
 CL1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9924312638(NAD 83)
 CL1731_MARKER: DD = SURVEY DISK
 CL1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1731+STABILITY: SURFACE MOTION
 CL1731
 CL1731  HISTORY     - Date     Condition        Report By
 CL1731  HISTORY     - 1979     MONUMENTED       GADT
 CL1731
 CL1731                          STATION DESCRIPTION
 CL1731
 CL1731'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1731'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES EAST OF GARFIELD, 6
 CL1731'MILES EAST-SOUTHEAST OF CANOOCHEE, AND 7 MILES NORTHEAST OF TWIN CITY
 CL1731'ON COUNTY RIGHT OF WAY.
 CL1731'
 CL1731'TO REACH THE STATION FROM THE JUNCTION OF PAVED COUNTY ROAD 91115 AND
 CL1731'DIRT COUNTY ROAD 321 IN GARFIELD, GO EAST ON DIRT COUNTY ROAD 321 FOR
 CL1731'1.5 MILES TO THE STATION ON THE RIGHT.
 CL1731'
 CL1731'THE STATION IS LOCATED 24.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1731'THE ROAD, 231.5 FEET WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL1731'PEDESTAL, 3.0 FEET EAST-NORTHEAST OF A POWER POLE, AND 2.3 FEET
 CL1731'NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL1731'STANDARD BRASS DISK STAMPED---053-237 1979 AZ MK---, SET IN THE TOP OF
 CL1731'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1731'GROUND WITH STEEL RODS EMBEDDED.
 CL1731'
 CL1731'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1731'OBTAINED FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG
 CL1731'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1750 ***********************************************************************
 CL1750  DESIGNATION -  BV 053 237 GADT RM 1
 CL1750  PID         -  CL1750
 CL1750  STATE/COUNTY-  GA/EMANUEL
 CL1750  USGS QUAD   -  GARFIELD (1971)
 CL1750
 CL1750                         *CURRENT SURVEY CONTROL
 CL1750  ___________________________________________________________________
 CL1750* NAD 83(1994)-  32 38 58.47355(N)    082 04 52.86499(W)     ADJUSTED  
 CL1750* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 CL1750  ___________________________________________________________________
 CL1750  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 CL1750  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 CL1750
 CL1750  HORZ ORDER  -  SECOND
 CL1750
 CL1750.The horizontal coordinates were established by classical geodetic methods
 CL1750.and adjusted by the National Geodetic Survey in September 1997..
 CL1750
 CL1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1750
 CL1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1750
 CL1750.The geoid height was determined by GEOID03.
 CL1750
 CL1750;                    North         East     Units Scale Factor Converg.
 CL1750;SPC GA E     -   293,745.988   208,003.556   MT  0.99990079   +0 02 45.7
 CL1750;SPC GA E     -   963,731.63    682,425.00   sFT  0.99990079   +0 02 45.7
 CL1750;UTM  17      - 3,612,956.340   398,584.696   MT  0.99972682   -0 35 00.4
 CL1750
 CL1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1750!SPC GA E     -   0.99998959  x   0.99990079  =   0.99989038
 CL1750!UTM  17      -   0.99998959  x   0.99972682  =   0.99971641
 CL1750
 CL1750                          SUPERSEDED SURVEY CONTROL
 CL1750
 CL1750  NAD 83(1986)-  32 38 58.47617(N)    082 04 52.86170(W) AD(       ) 2
 CL1750  NAD 27      -  32 38 57.89856(N)    082 04 53.42966(W) AD(       ) 2
 CL1750  NGVD 29 (07/19/86)   96.     (m)          315.     (f) VERT ANG       
 CL1750
 CL1750.Superseded values are not recommended for survey control.
 CL1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1750.See file dsdata.txt to determine how the superseded data were derived.
 CL1750
 CL1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9858512956(NAD 83)
 CL1750_MARKER: DD = SURVEY DISK
 CL1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1750+STABILITY: SURFACE MOTION
 CL1750
 CL1750  HISTORY     - Date     Condition        Report By
 CL1750  HISTORY     - 1979     MONUMENTED       GADT
 CL1750
 CL1750                          STATION DESCRIPTION
 CL1750
 CL1750'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1750'THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF GARFIELD, 6 MILES
 CL1750'EAST-SOUTHEAST OF CANOOCHEE, AND 7 MILES NORTHEAST OF TWIN CITY ON THE
 CL1750'PROPERTY OF MR. J.H. GAY JR.  TELEPHONE 912-763-2919.
 CL1750'
 CL1750'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND U.S.
 CL1750'HIGHWAY 80 (STATE ROUTE 26) IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1750'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91115
 CL1750'CROSSING IN GARFIELD.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 91115
 CL1750'FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 91115 TO THE LEFT AND DIRT
 CL1750'COUNTY ROAD 321 STRAIGHT AHEAD.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL1750'321 FOR 0.45 MILE TO THE STATION ON THE LEFT AND THE J.H. GAY JR.
 CL1750'RESIDENCE ON THE RIGHT.
 CL1750'
 CL1750'THE STATION IS LOCATED 41.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CL1750'48.6 FEET WEST-NORTHWEST OF A 14 INCH PECAN TREE, 128.2 FEET NORTHEAST
 CL1750'OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 2.2 FEET SOUTH OF A
 CL1750'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1750'STAMPED---053-237 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1750'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1750'STEEL RODS EMBEDDED.
 CL1750'
 CL1750'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1750'OBTAINED FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG
 CL1750'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1780 ***********************************************************************
 CL1780  DESIGNATION -  BV 053 238 GADT
 CL1780  PID         -  CL1780
 CL1780  STATE/COUNTY-  GA/EMANUEL
 CL1780  USGS QUAD   -  TWIN CITY SE (1971)
 CL1780
 CL1780                         *CURRENT SURVEY CONTROL
 CL1780  ___________________________________________________________________
 CL1780* NAD 83(1994)-  32 35 21.37970(N)    082 04 00.00518(W)     ADJUSTED  
 CL1780* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 CL1780  ___________________________________________________________________
 CL1780  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1780  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1780
 CL1780  HORZ ORDER  -  FIRST
 CL1780
 CL1780.The horizontal coordinates were established by classical geodetic methods
 CL1780.and adjusted by the National Geodetic Survey in September 1997..
 CL1780
 CL1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1780
 CL1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1780
 CL1780.The geoid height was determined by GEOID03.
 CL1780
 CL1780;                    North         East     Units Scale Factor Converg.
 CL1780;SPC GA E     -   287,060.296   209,387.309   MT  0.99990109   +0 03 13.9
 CL1780;SPC GA E     -   941,796.99    686,964.86   sFT  0.99990109   +0 03 13.9
 CL1780;UTM  17      - 3,606,257.039   399,894.746   MT  0.99972357   -0 34 28.4
 CL1780
 CL1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1780!SPC GA E     -   0.99998926  x   0.99990109  =   0.99989036
 CL1780!UTM  17      -   0.99998926  x   0.99972357  =   0.99971284
 CL1780
 CL1780|---------------------------------------------------------------------|
 CL1780| PID    Reference Object                     Distance      Geod. Az  |
 CL1780|                                                           dddmmss.s |
 CL1780| CL1779 BV 053 238 GADT RM 1                  4.139 METERS 06013     |
 CL1780| CL1767 BV 053 238 GADT AZ MK               427.145 METERS 2395305.9 |
 CL1780|---------------------------------------------------------------------|
 CL1780
 CL1780                          SUPERSEDED SURVEY CONTROL
 CL1780
 CL1780  NAD 83(1986)-  32 35 21.38191(N)    082 04 00.00127(W) AD(       ) 1
 CL1780  NAD 27      -  32 35 20.79882(N)    082 04 00.56888(W) AD(       ) 1
 CL1780  NGVD 29 (07/19/86)   98.1    (m)          322.     (f) VERT ANG       
 CL1780
 CL1780.Superseded values are not recommended for survey control.
 CL1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1780.See file dsdata.txt to determine how the superseded data were derived.
 CL1780
 CL1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9989506257(NAD 83)
 CL1780_MARKER: DD = SURVEY DISK
 CL1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1780+STABILITY: SURFACE MOTION
 CL1780
 CL1780  HISTORY     - Date     Condition        Report By
 CL1780  HISTORY     - 1979     MONUMENTED       GADT
 CL1780
 CL1780                          STATION DESCRIPTION
 CL1780
 CL1780'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1780'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST OF
 CL1780'GARFIELD, 5-3/4 MILES EAST OF TWIN CITY, AND 8-3/4 MILES SOUTHEAST OF
 CL1780'CANOOCHEE ON THE PROPERTY OF MR. MICHAEL PARRISH.  PHONE (912)763-3260
 CL1780'OR 763-2781.
 CL1780'
 CL1780'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1780'26) AND STATE ROUTE 23 IN TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CL1780'4.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 301 TO THE LEFT AND
 CL1780'PAVED COUNTY ROAD 453 TO THE RIGHT.  TURN LEFT GOING NORTHEAST ALONG
 CL1780'COUNTY ROAD 301 FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 299
 CL1780'TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 301 FOR 0.2
 CL1780'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 312 FORKING TO THE RIGHT.
 CL1780'CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 301 FOR 1.1 MILES TO THE
 CL1780'JUNCTION OF DIRT COUNTY ROAD 311 REVERSE FORKING TO THE RIGHT.
 CL1780'CONTINUE GOING NORTH ALONG COUNTY ROAD 301 FOR 0.4 MILE TO A RED
 CL1780'ALUMINUM FARM EQUIPMENT REPAIR SHOP AND SHELTER ON THE LEFT.  CONTINUE
 CL1780'GOING NORTH ALONG COUNTY ROAD 301 FOR 0.1 MILE TO THE STATION ON THE
 CL1780'LEFT.
 CL1780'
 CL1780'THE STATION IS LOCATED 40 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL1780'13.4 FEET NORTH-NORTHEAST OF A 24 INCH PECAN TREE (THIRD TREE FROM THE
 CL1780'NORTH END OF A SINGLE ROW OF TREES), 19.0 FEET SOUTH OF A 14 INCH
 CL1780'PECAN TREE (SECOND FROM THE NORTH END OF THE ROW), AND 2.9 FEET EAST
 CL1780'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1780'STAMPED---053-238 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1780'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1780'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1780'STAMPED---053-238 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1780'APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CL1780'
 CL1780'REFERENCE MARK 1 IS LOCATED 28 FEET WEST OF THE CENTERLINE OF THE
 CL1780'ROAD, 18.2 FEET SOUTHEAST OF THE 14 INCH PECAN TREE, 25.2 FEET
 CL1780'NORTHEAST OF THE 24 INCH PECAN TREE, 124.0 FEET SOUTH OF A POWER POLE,
 CL1780'AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1780'STAMPED 053-238 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1780'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND WITH
 CL1780'STEEL RODS EMBEDDED.
 CL1780'
 CL1780'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG COUNTY ROAD
 CL1780'301 FOR 0.1 MILE TO THE SOUTH END OF THE RED ALUMINUM SHOP AND SHELTER
 CL1780'ON THE RIGHT.  TURN RIGHT GOING WEST THROUGH AN OPEN AREA PASSING THE
 CL1780'SOUTH END OF THE SHOP FOR APPROXIMATELY 300 FEET TO THE JUNCTION OF A
 CL1780'FIELD TRACK ROAD CONTINUING STRAIGHT AHEAD.  CONTINUE GOING WEST ALONG
 CL1780'THE FIELD ROAD FOR 0.3 MILE TO THE WESTERNMOST SIDE OF A POND ON THE
 CL1780'LEFT AND THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 52 FEET
 CL1780'SOUTHEAST OF THE CENTERLINE OF THE FIELD ROAD, 118.9 FEET SOUTH OF A
 CL1780'10 INCH PERSIMMON TREE ON THE NORTHWEST SIDE OF THE SECTION OF THE
 CL1780'FIELD ROAD PASSING ALONG THE NORTHWEST SHORE OF THE POND, AND 2.8 FEET
 CL1780'SOUTH OF A WITNESS POST SET ON THE SHORE OF THE POND.  IT IS A
 CL1780'STANDARD DISK STAMPED---053-238 1979 AZ MK---, SET IN THE TOP OF A 10
 CL1780'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1780'WITH STEEL RODS EMBEDDED.
 CL1780'
 CL1780'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1780'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1767 ***********************************************************************
 CL1767  DESIGNATION -  BV 053 238 GADT AZ MK
 CL1767  PID         -  CL1767
 CL1767  STATE/COUNTY-  GA/EMANUEL
 CL1767  USGS QUAD   -  TWIN CITY SE (1971)
 CL1767
 CL1767                         *CURRENT SURVEY CONTROL
 CL1767  ___________________________________________________________________
 CL1767* NAD 83(1994)-  32 35 14.42228(N)    082 04 14.17303(W)     ADJUSTED  
 CL1767* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL1767  ___________________________________________________________________
 CL1767  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CL1767  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CL1767
 CL1767  HORZ ORDER  -  SECOND
 CL1767
 CL1767.The horizontal coordinates were established by classical geodetic methods
 CL1767.and adjusted by the National Geodetic Survey in September 1997..
 CL1767
 CL1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1767
 CL1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1767
 CL1767.The geoid height was determined by GEOID03.
 CL1767
 CL1767;                    North         East     Units Scale Factor Converg.
 CL1767;SPC GA E     -   286,845.655   209,018.058   MT  0.99990100   +0 03 06.3
 CL1767;SPC GA E     -   941,092.79    685,753.41   sFT  0.99990100   +0 03 06.3
 CL1767;UTM  17      - 3,606,046.498   399,523.229   MT  0.99972449   -0 34 36.0
 CL1767
 CL1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1767!SPC GA E     -   0.99999085  x   0.99990100  =   0.99989185
 CL1767!UTM  17      -   0.99999085  x   0.99972449  =   0.99971534
 CL1767
 CL1767                          SUPERSEDED SURVEY CONTROL
 CL1767
 CL1767  NAD 83(1986)-  32 35 14.42453(N)    082 04 14.16916(W) AD(       ) 2
 CL1767  NAD 27      -  32 35 13.84119(N)    082 04 14.73629(W) AD(       ) 2
 CL1767  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CL1767
 CL1767.Superseded values are not recommended for survey control.
 CL1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1767.See file dsdata.txt to determine how the superseded data were derived.
 CL1767
 CL1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9952306046(NAD 83)
 CL1767_MARKER: DD = SURVEY DISK
 CL1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1767+STABILITY: SURFACE MOTION
 CL1767
 CL1767  HISTORY     - Date     Condition        Report By
 CL1767  HISTORY     - 1979     MONUMENTED       GADT
 CL1767
 CL1767                          STATION DESCRIPTION
 CL1767
 CL1767'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1767'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST OF
 CL1767'GARFIELD, 5-1/2 MILES EAST OF TWIN CITY, AND 8-3/4 MILES SOUTHEAST OF
 CL1767'CANOOCHEE ON THE PROPERTY OF MR. MICHAEL PARRISH.  PHONE (912)763-3260
 CL1767'OR 763-2781.
 CL1767'
 CL1767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1767'26) AND STATE ROUTE 23 IN TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CL1767'4.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 301 TO THE LEFT AND
 CL1767'PAVED COUNTY ROAD 453 TO THE RIGHT.  TURN LEFT GOING NORTHEAST ALONG
 CL1767'COUNTY ROAD 301 FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 299
 CL1767'TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 301 FOR 0.2
 CL1767'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 312 FORKING TO THE RIGHT.
 CL1767'CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 301 FOR 1.1 MILES TO THE
 CL1767'JUNCTION OF DIRT COUNTY ROAD 311 REVERSE FORKING TO THE RIGHT.
 CL1767'CONTINUE GOING NORTH ALONG COUNTY ROAD 301 FOR 0.4 MILE TO THE SOUTH
 CL1767'END OF A RED ALUMINUM FARM EQUIPMENT REPAIR SHOP AND SHELTER ON THE
 CL1767'LEFT.  TURN LEFT GOING WEST TROUGH AN OPEN AREA PASSING THE SOUTH END
 CL1767'OF THE SHOP FOR APPROXIMATELY 300 FEET TO THE JUNCTION OF A FIELD
 CL1767'TRACK ROAD CONTINUING STRAIGHT AHEAD.  CONTINUE GOING WEST ALONG THE
 CL1767'FIELD ROAD FOR 0.3 MILE TO THE WESTERNMOST SIDE OF A POND ON THE LEFT
 CL1767'AND THE STATION ON THE LEFT.
 CL1767'
 CL1767'THE STATION IS LOCATED 52 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL1767'FIELD ROAD, 118.9 FEET SOUTH OF A 10 INCH PERSIMMON TREE ON THE NORTH-
 CL1767'WEST SIDE OF THE SECTION OF THE FIELD ROAD PASSING ALONG THE NORTHWEST
 CL1767'SHORE OF THE POND, AND 2.8 FEET SOUTH OF A WITNESS POST SET ON THE
 CL1767'SHORE OF THE POND.  IT IS A STANDARD BRASS DISK STAMPED---053-238 1979
 CL1767'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1767'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1767'
 CL1767'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1767'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1779 ***********************************************************************
 CL1779  DESIGNATION -  BV 053 238 GADT RM 1
 CL1779  PID         -  CL1779
 CL1779  STATE/COUNTY-  GA/EMANUEL
 CL1779  USGS QUAD   -  TWIN CITY SE (1971)
 CL1779
 CL1779                         *CURRENT SURVEY CONTROL
 CL1779  ___________________________________________________________________
 CL1779* NAD 83(1994)-  32 35 21.44646(N)    082 03 59.86743(W)     ADJUSTED  
 CL1779* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL1779  ___________________________________________________________________
 CL1779  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1779  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 CL1779
 CL1779  HORZ ORDER  -  SECOND
 CL1779
 CL1779.The horizontal coordinates were established by classical geodetic methods
 CL1779.and adjusted by the National Geodetic Survey in September 1997..
 CL1779
 CL1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1779
 CL1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1779
 CL1779.The geoid height was determined by GEOID03.
 CL1779
 CL1779;                    North         East     Units Scale Factor Converg.
 CL1779;SPC GA E     -   287,062.356   209,390.899   MT  0.99990109   +0 03 14.0
 CL1779;SPC GA E     -   941,803.75    686,976.64   sFT  0.99990109   +0 03 14.0
 CL1779;UTM  17      - 3,606,259.058   399,898.358   MT  0.99972356   -0 34 28.4
 CL1779
 CL1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1779!SPC GA E     -   0.99998928  x   0.99990109  =   0.99989037
 CL1779!UTM  17      -   0.99998928  x   0.99972356  =   0.99971284
 CL1779
 CL1779                          SUPERSEDED SURVEY CONTROL
 CL1779
 CL1779  NAD 83(1986)-  32 35 21.44864(N)    082 03 59.86356(W) AD(       ) 2
 CL1779  NAD 27      -  32 35 20.86558(N)    082 04 00.43113(W) AD(       ) 2
 CL1779  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL1779
 CL1779.Superseded values are not recommended for survey control.
 CL1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1779.See file dsdata.txt to determine how the superseded data were derived.
 CL1779
 CL1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9989806259(NAD 83)
 CL1779_MARKER: DD = SURVEY DISK
 CL1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1779+STABILITY: SURFACE MOTION
 CL1779
 CL1779  HISTORY     - Date     Condition        Report By
 CL1779  HISTORY     - 1979     MONUMENTED       GADT
 CL1779
 CL1779                          STATION DESCRIPTION
 CL1779
 CL1779'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1779'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST OF
 CL1779'GARFIELD, 5-3/4 MILES EAST OF TWIN CITY, AND 8-3/4 MILES SOUTHEAST OF
 CL1779'CANOOCHEE ON THE PROPERTY OF MR. MICHAEL PARRISH.  PHONE (912)763-3260
 CL1779'OR 763-2781.
 CL1779'
 CL1779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1779'26) AND STATE ROUTE 23 IN TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CL1779'4.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 301 TO THE LEFT AND
 CL1779'PAVED COUNTY ROAD 453 TO THE RIGHT.  TURN LEFT GOING NORTHEAST ALONG
 CL1779'COUNTY ROAD 301 FOR 0.5 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 299
 CL1779'TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 301 FOR 0.2
 CL1779'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 312 FORKING TO THE RIGHT.
 CL1779'CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 301 FOR 1.1 MILES TO THE
 CL1779'JUNCTION OF DIRT COUNTY ROAD 311 REVERSE FORKING TO THE RIGHT.
 CL1779'CONTINUE GOING NORTH ALONG COUNTY ROAD 301 FOR 0.4 MILE TO A RED
 CL1779'ALUMINUM FARM EQUIPMENT REPAIR SHOP AND SHELTER ON THE LEFT.  CONTINUE
 CL1779'GOING NORTH ALONG COUNTY ROAD 301 FOR 0.1 MILE TO THE STATION ON THE
 CL1779'LEFT.
 CL1779'
 CL1779'THE STATION IS LOCATED 28 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL1779'18.2 FEET SOUTHEAST OF A 14 INCH PECAN TREE, 25.2 FEET NORTHEAST OF A
 CL1779'24 INCH PECAN TREE, 124.0 FEET SOUTH OF A POWER POLE, AND 3.0 FEET
 CL1779'EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---053-238
 CL1779'1979 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1
 CL1779'INCH BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1779'
 CL1779'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1779'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1776 ***********************************************************************
 CL1776  DESIGNATION -  BV 053 239 GADT
 CL1776  PID         -  CL1776
 CL1776  STATE/COUNTY-  GA/EMANUEL
 CL1776  USGS QUAD   -  TWIN CITY SE (1971)
 CL1776
 CL1776                         *CURRENT SURVEY CONTROL
 CL1776  ___________________________________________________________________
 CL1776* NAD 83(1994)-  32 34 31.74117(N)    082 07 19.43495(W)     ADJUSTED  
 CL1776* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL1776  ___________________________________________________________________
 CL1776  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CL1776  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1776
 CL1776  HORZ ORDER  -  SECOND
 CL1776
 CL1776.The horizontal coordinates were established by classical geodetic methods
 CL1776.and adjusted by the National Geodetic Survey in September 1997..
 CL1776
 CL1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1776
 CL1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1776
 CL1776.The geoid height was determined by GEOID03.
 CL1776
 CL1776;                    North         East     Units Scale Factor Converg.
 CL1776;SPC GA E     -   285,527.812   204,187.572   MT  0.99990022   +0 01 26.4
 CL1776;SPC GA E     -   936,769.16    669,905.39   sFT  0.99990022   +0 01 26.4
 CL1776;UTM  17      - 3,604,781.919   394,679.406   MT  0.99973678   -0 36 15.1
 CL1776
 CL1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1776!SPC GA E     -   0.99999178  x   0.99990022  =   0.99989200
 CL1776!UTM  17      -   0.99999178  x   0.99973678  =   0.99972856
 CL1776
 CL1776:                Primary Azimuth Mark                     Grid Az
 CL1776:SPC GA E     -  BV 053 239 GADT AZ MK                    103 44 47.6
 CL1776:UTM  17      -  BV 053 239 GADT AZ MK                    104 22 29.1
 CL1776
 CL1776|---------------------------------------------------------------------|
 CL1776| PID    Reference Object                     Distance      Geod. Az  |
 CL1776|                                                           dddmmss.s |
 CL1776| CL1774 BV 053 239 GADT AZ MK               APPROX. 0.7 KM 1034614.0 |
 CL1776| CL1784 BV 053 239 GADT RM 1                  9.072 METERS 10409     |
 CL1776| CL1785 BV 053 239 GADT TPT                   9.085 METERS 11102     |
 CL1776|---------------------------------------------------------------------|
 CL1776
 CL1776                          SUPERSEDED SURVEY CONTROL
 CL1776
 CL1776  NAD 83(1986)-  32 34 31.74404(N)    082 07 19.43074(W) AD(       ) 2
 CL1776  NAD 27      -  32 34 31.15871(N)    082 07 19.99110(W) AD(       ) 2
 CL1776  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL1776
 CL1776.Superseded values are not recommended for survey control.
 CL1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1776.See file dsdata.txt to determine how the superseded data were derived.
 CL1776
 CL1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9467904782(NAD 83)
 CL1776_MARKER: DD = SURVEY DISK
 CL1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1776+STABILITY: SURFACE MOTION
 CL1776
 CL1776  HISTORY     - Date     Condition        Report By
 CL1776  HISTORY     - 1979     MONUMENTED       GADT
 CL1776
 CL1776                          STATION DESCRIPTION
 CL1776
 CL1776'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1776'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF TWIN CITY,
 CL1776'5-1/2 MILES SOUTH-SOUTHWEST OF GARFIELD, AND 7-1/2 MILES
 CL1776'SOUTH-SOUTHEAST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1776'
 CL1776'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1776'26) AND STATE ROUTE 23 IN TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CL1776'1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 297 TO THE RIGHT.
 CL1776'CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 0.75 MILE TO THE STATION
 CL1776'ON THE LEFT.
 CL1776'
 CL1776'THE STATION IS LOCATED 43 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1776'THE HIGHWAY, 230 FEET EAST OF THE POINT OF INTERSECTION OF THE
 CL1776'CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST, 57.6 FEET
 CL1776'EAST-SOUTHEAST OF A POWER POLE, 108.0 FEET NORTHEAST OF ANOTHER POWER
 CL1776'POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND 3.0 FEET SOUTH-SOUTHWEST OF
 CL1776'A WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-239 1979---,
 CL1776'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1776'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL1776'STATION IS A STANDARD DISK STAMPED---053-239 1979---, SET IN AN
 CL1776'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.79 METER BELOW THE SURFACE
 CL1776'OF THE GROUND.
 CL1776'
 CL1776'REFERENCE MARK 1 IS LOCATED 42.5 FEET
 CL1776'NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1776'THE HIGHWAY, 86.8 FEET EAST-SOUTHEAST OF THE POWER POLE, 128.0 FEET
 CL1776'EAST-NORTHEAST OF THE POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND
 CL1776'3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1776'STAMPED---053-239 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1776'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1776'STEEL RODS EMBEDDED.
 CL1776'
 CL1776'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG U.S. HIGHWAY
 CL1776'80 (STATE ROUTE 26) FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 CL1776'IS LOCATED 49.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CL1776'18.1 FEET SOUTHEAST OF POWER POLE NUMBER 56 WITH A TRANSFORMER, 23.6
 CL1776'FEET NORTH-NORTHWEST OF THE WESTERNMOST END OF AN 18 INCH CORRUGATED
 CL1776'METAL CULVERT UNDER AN ACCESS FIELD ROAD TO THE NORTH, 89.1 FEET NORTH
 CL1776'OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE
 CL1776'HIGHWAY, AND 3.3 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 CL1776'STANDARD DISK STAMPED---053-239 1979 AZ MK---, SET IN THE TOP OF A 10
 CL1776'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1776'WITH STEEL RODS EMBEDDED.
 CL1776'
 CL1776'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1776'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1774 ***********************************************************************
 CL1774  DESIGNATION -  BV 053 239 GADT AZ MK
 CL1774  PID         -  CL1774
 CL1774  STATE/COUNTY-  GA/EMANUEL
 CL1774  USGS QUAD   -  TWIN CITY SE (1971)
 CL1774
 CL1774                         *CURRENT SURVEY CONTROL
 CL1774  ___________________________________________________________________
 CL1774* NAD 83(1994)-  32 34 26.58450(N)    082 06 54.58863(W)     ADJUSTED  
 CL1774* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL1774  ___________________________________________________________________
 CL1774  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CL1774  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 CL1774
 CL1774  HORZ ORDER  -  SECOND
 CL1774
 CL1774.The horizontal coordinates were established by classical geodetic methods
 CL1774.and adjusted by the National Geodetic Survey in September 1997..
 CL1774
 CL1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1774
 CL1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1774
 CL1774.The geoid height was determined by GEOID03.
 CL1774
 CL1774;                    North         East     Units Scale Factor Converg.
 CL1774;SPC GA E     -   285,369.271   204,835.646   MT  0.99990029   +0 01 39.8
 CL1774;SPC GA E     -   936,249.02    672,031.62   sFT  0.99990029   +0 01 39.8
 CL1774;UTM  17      - 3,604,616.309   395,325.597   MT  0.99973511   -0 36 01.6
 CL1774
 CL1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1774!SPC GA E     -   0.99999147  x   0.99990029  =   0.99989176
 CL1774!UTM  17      -   0.99999147  x   0.99973511  =   0.99972658
 CL1774
 CL1774                          SUPERSEDED SURVEY CONTROL
 CL1774
 CL1774  NAD 83(1986)-  32 34 26.58729(N)    082 06 54.58446(W) AD(       ) 2
 CL1774  NAD 27      -  32 34 26.00193(N)    082 06 55.14549(W) AD(       ) 2
 CL1774  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL1774
 CL1774.Superseded values are not recommended for survey control.
 CL1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1774.See file dsdata.txt to determine how the superseded data were derived.
 CL1774
 CL1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9532604616(NAD 83)
 CL1774_MARKER: DD = SURVEY DISK
 CL1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1774+STABILITY: SURFACE MOTION
 CL1774
 CL1774  HISTORY     - Date     Condition        Report By
 CL1774  HISTORY     - 1979     MONUMENTED       GADT
 CL1774
 CL1774                          STATION DESCRIPTION
 CL1774
 CL1774'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1774'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF TWIN CITY, 5-1/2
 CL1774'MILES SOUTH-SOUTHWEST OF GARFIELD, AND 8 MILES SOUTH-SOUTHEAST OF
 CL1774'CANOOCHEE ON STATE RIGHT OF WAY.
 CL1774'
 CL1774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1774'26) AND STATE ROUTE 23 IN TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CL1774'1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 297 TO THE RIGHT.
 CL1774'CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 1.2 MILES TO THE STATION
 CL1774'ON THE LEFT.
 CL1774'
 CL1774'THE STATION IS LOCATED 49.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1774'THE HIGHWAY, 18.1 FEET SOUTHEAST OF POWER POLE NUMBER 56 WITH A
 CL1774'TRANSFORMER, 23.6 FEET NORTH-NORTHWEST OF THE WESTERNMOST END OF AN 18
 CL1774'INCH CORRUGATED METAL CULVERT UNDER AN ACCESS FIELD ROAD TO THE NORTH,
 CL1774'89.1 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 CL1774'SOUTHSIDE OF THE HIGHWAY, AND 3.3 FEET SOUTH-SOUTHWEST OF A WITNESS
 CL1774'POST.  IT IS A STANDARD BRASS DISK STAMPED---053-239 1979 AZ MK---,
 CL1774'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1774'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1774'
 CL1774'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1774'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1784 ***********************************************************************
 CL1784  DESIGNATION -  BV 053 239 GADT RM 1
 CL1784  PID         -  CL1784
 CL1784  STATE/COUNTY-  GA/EMANUEL
 CL1784  USGS QUAD   -  TWIN CITY SE (1971)
 CL1784
 CL1784                         *CURRENT SURVEY CONTROL
 CL1784  ___________________________________________________________________
 CL1784* NAD 83(1994)-  32 34 31.66916(N)    082 07 19.09768(W)     ADJUSTED  
 CL1784* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL1784  ___________________________________________________________________
 CL1784  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CL1784  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 CL1784
 CL1784  HORZ ORDER  -  SECOND
 CL1784
 CL1784.The horizontal coordinates were established by classical geodetic methods
 CL1784.and adjusted by the National Geodetic Survey in September 1997..
 CL1784
 CL1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1784
 CL1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1784
 CL1784.The geoid height was determined by GEOID03.
 CL1784
 CL1784;                    North         East     Units Scale Factor Converg.
 CL1784;SPC GA E     -   285,525.598   204,196.369   MT  0.99990022   +0 01 26.6
 CL1784;SPC GA E     -   936,761.90    669,934.25   sFT  0.99990022   +0 01 26.6
 CL1784;UTM  17      - 3,604,779.608   394,688.177   MT  0.99973676   -0 36 14.9
 CL1784
 CL1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1784!SPC GA E     -   0.99999178  x   0.99990022  =   0.99989200
 CL1784!UTM  17      -   0.99999178  x   0.99973676  =   0.99972854
 CL1784
 CL1784                          SUPERSEDED SURVEY CONTROL
 CL1784
 CL1784  NAD 83(1986)-  32 34 31.67204(N)    082 07 19.09348(W) AD(       ) 2
 CL1784  NAD 27      -  32 34 31.08670(N)    082 07 19.65385(W) AD(       ) 2
 CL1784  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL1784
 CL1784.Superseded values are not recommended for survey control.
 CL1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1784.See file dsdata.txt to determine how the superseded data were derived.
 CL1784
 CL1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9468804780(NAD 83)
 CL1784_MARKER: DD = SURVEY DISK
 CL1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1784+STABILITY: SURFACE MOTION
 CL1784
 CL1784  HISTORY     - Date     Condition        Report By
 CL1784  HISTORY     - 1979     MONUMENTED       GADT
 CL1784
 CL1784                          STATION DESCRIPTION
 CL1784
 CL1784'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1784'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF TWIN CITY,
 CL1784'5-1/2 MILES SOUTH-SOUTHWEST OF GARFIELD, AND 7-1/2 MILES
 CL1784'SOUTH-SOUTHEAST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1784'
 CL1784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1784'26) AND STATE ROUTE 23 IN TWIN CITY, GO EAST ALONG U.S. HIGHWAY 80 FOR
 CL1784'1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 297 TO THE RIGHT.
 CL1784'CONTINUE GOING EAST ALONG U.S. HIGHWAY 80 FOR 0.75 MILE TO THE STATION
 CL1784'ON THE LEFT.
 CL1784'
 CL1784'THE STATION IS LOCATED 42.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1784'THE HIGHWAY, 86.8 FEET EAST-SOUTHEAST OF A POWER POLE, 128.0 FEET
 CL1784'EAST-NORTHEAST OF ANOTHER POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY,
 CL1784'AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CL1784'BRASS DISK STAMPED---053-239 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1784'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1784'STEEL RODS EMBEDDED.
 CL1784'
 CL1784'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1784'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1764 ***********************************************************************
 CL1764  DESIGNATION -  BV 053 240 GADT
 CL1764  PID         -  CL1764
 CL1764  STATE/COUNTY-  GA/EMANUEL
 CL1764  USGS QUAD   -  TWIN CITY SE (1971)
 CL1764
 CL1764                         *CURRENT SURVEY CONTROL
 CL1764  ___________________________________________________________________
 CL1764* NAD 83(1994)-  32 33 17.57199(N)    082 02 43.95481(W)     ADJUSTED  
 CL1764* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CL1764  ___________________________________________________________________
 CL1764  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CL1764  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CL1764
 CL1764  HORZ ORDER  -  SECOND
 CL1764
 CL1764.The horizontal coordinates were established by classical geodetic methods
 CL1764.and adjusted by the National Geodetic Survey in September 1997..
 CL1764
 CL1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1764
 CL1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1764
 CL1764.The geoid height was determined by GEOID03.
 CL1764
 CL1764;                    North         East     Units Scale Factor Converg.
 CL1764;SPC GA E     -   283,248.877   211,374.757   MT  0.99990159   +0 03 54.6
 CL1764;SPC GA E     -   929,292.36    693,485.35   sFT  0.99990159   +0 03 54.6
 CL1764;UTM  17      - 3,602,424.751   401,839.941   MT  0.99971881   -0 33 45.6
 CL1764
 CL1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1764!SPC GA E     -   0.99999353  x   0.99990159  =   0.99989512
 CL1764!UTM  17      -   0.99999353  x   0.99971881  =   0.99971234
 CL1764
 CL1764|---------------------------------------------------------------------|
 CL1764| PID    Reference Object                     Distance      Geod. Az  |
 CL1764|                                                           dddmmss.s |
 CL1764| CL1763 BV 053 240 GADT RM 1                  9.282 METERS 09926     |
 CL1764| CL1765 BV 053 240 GADT AZ TPT               10.586 METERS 28001     |
 CL1764| CL1766 BV 053 240 GADT AZ MK               APPROX. 1.4 KM 2801435.5 |
 CL1764|---------------------------------------------------------------------|
 CL1764
 CL1764                          SUPERSEDED SURVEY CONTROL
 CL1764
 CL1764  NAD 83(1986)-  32 33 17.57384(N)    082 02 43.95108(W) AD(       ) 2
 CL1764  NAD 27      -  32 33 16.98756(N)    082 02 44.51896(W) AD(       ) 2
 CL1764  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CL1764
 CL1764.Superseded values are not recommended for survey control.
 CL1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1764.See file dsdata.txt to determine how the superseded data were derived.
 CL1764
 CL1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0184002425(NAD 83)
 CL1764_MARKER: DD = SURVEY DISK
 CL1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1764+STABILITY: SURFACE MOTION
 CL1764
 CL1764  HISTORY     - Date     Condition        Report By
 CL1764  HISTORY     - 1979     MONUMENTED       GADT
 CL1764
 CL1764                          STATION DESCRIPTION
 CL1764
 CL1764'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1764'THE STATION IS LOCATED APPROXIMATELY 6 MILES EAST-SOUTHEAST OF TWIN
 CL1764'CITY, 7-1/4 MILES SOUTH-SOUTHEAST OF GARFIELD, AND 7 MILES WEST OF
 CL1764'PORTAL ON STATE RIGHT OF WAY.
 CL1764'
 CL1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1764'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1764'TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 0.45
 CL1764'MILE TO THE STATION ON THE LEFT.
 CL1764'
 CL1764'THE STATION IS LOCATED 40 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1764'THE HIGHWAY, 10.2 FEET EAST OF A POWER POLE, 20.4 FEET EAST-SOUTHEAST
 CL1764'OF THE EAST END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A FIELD
 CL1764'ACCESS ROAD TO THE SOUTH, 3.3 FEET NORTH-NORTHEAST OF A WITNESS POST,
 CL1764'AND 11.0 FEET NORTH-NORTHEAST OF A FENCELINE.  IT IS A STANDARD BRASS
 CL1764'DISK STAMPED---053-240 1979---, SET IN THE TOP OF A 10 INCH
 CL1764'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1764'STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL1764'STAMPED---053-240 1979---, SET IN AN IRREGULAR MASS OF CONCRETE 0.81
 CL1764'METER BELOW THE SURFACE OF THE GROUND.
 CL1764'
 CL1764'REFERENCE MARK 1 IS LOCATED 40 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL1764'OF THE HIGHWAY, 11.2 FEET NORTH-NORTHEAST OF THE FENCELINE, 22.0 FEET
 CL1764'EAST-NORTHEAST OF A 24 INCH PINE TREE, 50.3 FEET EAST-SOUTHEAST OF THE
 CL1764'EAST END OF THE 18 INCH CONCRETE CULVERT PIPE, AND 2.9 FEET
 CL1764'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1764'STAMPED---053-240 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1764'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1764'STEEL RODS EMBEDDED.
 CL1764'
 CL1764'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG U.S. HIGHWAY
 CL1764'80 (STATE ROUTE 26) FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL1764'IT IS LOCATED 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 69.5
 CL1764'FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL1764'U.S. HIGHWAY 80 AND A DRIVEWAY LEADING TO A RED BRICK HOUSE WITH A
 CL1764'GRAY ROOF, 227.2 FEET EAST OF A POWER POLE, 81.3 FEET WEST OF ANOTHER
 CL1764'POWER POLE, 8.4 FEET SOUTH OF A FENCELINE, AND 3.0 FEET SOUTH OF A
 CL1764'WITNESS POST.  IT IS A STANDARD DISK STAMPED---053-240 1979 AZ MK---,
 CL1764'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1764'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1764'
 CL1764'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1764'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1766 ***********************************************************************
 CL1766  DESIGNATION -  BV 053 240 GADT AZ MK
 CL1766  PID         -  CL1766
 CL1766  STATE/COUNTY-  GA/EMANUEL
 CL1766  USGS QUAD   -  TWIN CITY SE (1971)
 CL1766
 CL1766                         *CURRENT SURVEY CONTROL
 CL1766  ___________________________________________________________________
 CL1766* NAD 83(1994)-  32 33 25.83778(N)    082 03 37.98702(W)     ADJUSTED  
 CL1766* NAVD 88     -        89.     (meters)     292.     (feet)  VERTCON   
 CL1766  ___________________________________________________________________
 CL1766  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CL1766  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL1766
 CL1766  HORZ ORDER  -  SECOND
 CL1766
 CL1766.The horizontal coordinates were established by classical geodetic methods
 CL1766.and adjusted by the National Geodetic Survey in September 1997..
 CL1766
 CL1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1766
 CL1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1766
 CL1766.The geoid height was determined by GEOID03.
 CL1766
 CL1766;                    North         East     Units Scale Factor Converg.
 CL1766;SPC GA E     -   283,501.972   209,965.008   MT  0.99990122   +0 03 25.6
 CL1766;SPC GA E     -   930,122.72    688,860.20   sFT  0.99990122   +0 03 25.6
 CL1766;UTM  17      - 3,602,693.231   400,433.305   MT  0.99972224   -0 34 14.8
 CL1766
 CL1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1766!SPC GA E     -   0.99999070  x   0.99990122  =   0.99989192
 CL1766!UTM  17      -   0.99999070  x   0.99972224  =   0.99971294
 CL1766
 CL1766                          SUPERSEDED SURVEY CONTROL
 CL1766
 CL1766  NAD 83(1986)-  32 33 25.83977(N)    082 03 37.98325(W) AD(       ) 2
 CL1766  NAD 27      -  32 33 25.25333(N)    082 03 38.54969(W) AD(       ) 2
 CL1766  NGVD 29 (07/19/86)   89.     (m)          292.     (f) VERT ANG       
 CL1766
 CL1766.Superseded values are not recommended for survey control.
 CL1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1766.See file dsdata.txt to determine how the superseded data were derived.
 CL1766
 CL1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0043302693(NAD 83)
 CL1766_MARKER: DD = SURVEY DISK
 CL1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1766+STABILITY: SURFACE MOTION
 CL1766
 CL1766  HISTORY     - Date     Condition        Report By
 CL1766  HISTORY     - 1979     MONUMENTED       GADT
 CL1766
 CL1766                          STATION DESCRIPTION
 CL1766
 CL1766'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1766'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES EAST-SOUTHEAST OF
 CL1766'TWIN CITY, 6-1/2 MILES SOUTH-SOUTHEAST OF GARFIELD, AND 8 MILES WEST
 CL1766'OF PORTAL ON STATE RIGHT OF WAY.
 CL1766'
 CL1766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1766'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1766'TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80 FOR 1.4 MILES TO THE STATION
 CL1766'ON THE RIGHT.
 CL1766'
 CL1766'THE STATION IS LOCATED 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CL1766'69.5 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 CL1766'CENTERLINES OF U.S. HIGHWAY 80 AND A DRIVEWAY LEADING SOUTH TO A RED
 CL1766'BRICK HOUSE WITH GRAY ROOF, 227.2 FEET EAST OF A POWER POLE, 81.3 FEET
 CL1766'WEST OF A POWER POLE, 8.4 FEET SOUTH OF A FENCELINE, AND 3.0 FEET
 CL1766'SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1766'STAMPED---053-240 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1766'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1766'STEEL RODS EMBEDDED.
 CL1766'
 CL1766'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1766'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1763 ***********************************************************************
 CL1763  DESIGNATION -  BV 053 240 GADT RM 1
 CL1763  PID         -  CL1763
 CL1763  STATE/COUNTY-  GA/EMANUEL
 CL1763  USGS QUAD   -  TWIN CITY SE (1971)
 CL1763
 CL1763                         *CURRENT SURVEY CONTROL
 CL1763  ___________________________________________________________________
 CL1763* NAD 83(1994)-  32 33 17.52260(N)    082 02 43.60383(W)     ADJUSTED  
 CL1763* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CL1763  ___________________________________________________________________
 CL1763  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CL1763  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CL1763
 CL1763  HORZ ORDER  -  SECOND
 CL1763
 CL1763.The horizontal coordinates were established by classical geodetic methods
 CL1763.and adjusted by the National Geodetic Survey in September 1997..
 CL1763
 CL1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1763
 CL1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1763
 CL1763.The geoid height was determined by GEOID03.
 CL1763
 CL1763;                    North         East     Units Scale Factor Converg.
 CL1763;SPC GA E     -   283,247.366   211,383.915   MT  0.99990160   +0 03 54.8
 CL1763;SPC GA E     -   929,287.40    693,515.39   sFT  0.99990160   +0 03 54.8
 CL1763;UTM  17      - 3,602,423.141   401,849.080   MT  0.99971879   -0 33 45.4
 CL1763
 CL1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1763!SPC GA E     -   0.99999353  x   0.99990160  =   0.99989513
 CL1763!UTM  17      -   0.99999353  x   0.99971879  =   0.99971232
 CL1763
 CL1763                          SUPERSEDED SURVEY CONTROL
 CL1763
 CL1763  NAD 83(1986)-  32 33 17.52444(N)    082 02 43.60010(W) AD(       ) 2
 CL1763  NAD 27      -  32 33 16.93816(N)    082 02 44.16799(W) AD(       ) 2
 CL1763  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CL1763
 CL1763.Superseded values are not recommended for survey control.
 CL1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1763.See file dsdata.txt to determine how the superseded data were derived.
 CL1763
 CL1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0184902423(NAD 83)
 CL1763_MARKER: DD = SURVEY DISK
 CL1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1763+STABILITY: SURFACE MOTION
 CL1763
 CL1763  HISTORY     - Date     Condition        Report By
 CL1763  HISTORY     - 1979     MONUMENTED       GADT
 CL1763
 CL1763                          STATION DESCRIPTION
 CL1763
 CL1763'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1763'THE STATION IS LOCATED APPROXIMATELY 6 MILES EAST-SOUTHEAST OF TWIN
 CL1763'CITY, 7-1/4 MILES SOUTH-SOUTHEAST OF GARFIELD, AND 7 MILES WEST OF
 CL1763'PORTAL ON STATE RIGHT OF WAY.
 CL1763'
 CL1763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1763'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1763'TWIN CITY, GO WEST ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR 0.45
 CL1763'MILE TO THE STATION ON THE LEFT.
 CL1763'
 CL1763'THE STATION IS LOCATED 40 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL1763'THE HIGHWAY, 11.2 FEET NORTH-NORTHEAST OF A FENCELINE, 22.0 FEET
 CL1763'EAST-NORTHEAST OF A 24 INCH PINE TREE, 50.3 FEET EAST-SOUTHEAST OF THE
 CL1763'EAST END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A FIELD ACCESS ROAD
 CL1763'TO THE SOUTH, AND 2.9 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1763'STANDARD BRASS DISK STAMPED---053-240 1979 RM 1---, SET IN THE TOP OF
 CL1763'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1763'WITH STEEL RODS EMBEDDED.
 CL1763'
 CL1763'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1763'FROM--GENERAL HIGHWAY MAP EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2793 ***********************************************************************
 CL2793  DESIGNATION -  BV 053 241
 CL2793  PID         -  CL2793
 CL2793  STATE/COUNTY-  GA/EMANUEL
 CL2793  USGS QUAD   -  OAK PARK (1985)
 CL2793
 CL2793                         *CURRENT SURVEY CONTROL
 CL2793  ___________________________________________________________________
 CL2793* NAD 83(1994)-  32 20 21.83490(N)    082 15 20.81743(W)     ADJUSTED  
 CL2793* NAVD 88     -        60.6    (meters)     199.     (feet)  VERTCON   
 CL2793  ___________________________________________________________________
 CL2793  X           -     726,852.738 (meters)                     COMP
 CL2793  Y           -  -5,344,849.957 (meters)                     COMP
 CL2793  Z           -   3,392,305.951 (meters)                     COMP
 CL2793  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CL2793  ELLIP HEIGHT-          31.36  (meters)          (09/03/97) GPS OBS
 CL2793  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL2793
 CL2793  HORZ ORDER  -  FIRST
 CL2793  ELLP ORDER  -  FOURTH    CLASS II
 CL2793
 CL2793.The horizontal coordinates were established by GPS observations
 CL2793.and adjusted by the National Geodetic Survey in September 1997..
 CL2793
 CL2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2793
 CL2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2793
 CL2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2793
 CL2793.The ellipsoidal height was determined by GPS observations
 CL2793.and is referenced to NAD 83.
 CL2793
 CL2793.The geoid height was determined by GEOID03.
 CL2793
 CL2793;                    North         East     Units Scale Factor Converg.
 CL2793;SPC GA E     -   259,352.425   191,611.158   MT  0.99990087   -0 02 51.6
 CL2793;SPC GA E     -   850,892.08    628,644.27   sFT  0.99990087   -0 02 51.6
 CL2793;UTM  17      - 3,578,749.342   381,819.557   MT  0.99977223   -0 40 18.6
 CL2793
 CL2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2793!SPC GA E     -   0.99999508  x   0.99990087  =   0.99989595
 CL2793!UTM  17      -   0.99999508  x   0.99977223  =   0.99976731
 CL2793
 CL2793                          SUPERSEDED SURVEY CONTROL
 CL2793
 CL2793  NAD 83(1986)-  32 20 21.83919(N)    082 15 20.81706(W) AD(       ) 1
 CL2793  NGVD 29 (12/08/88)   60.8    (m)          199.     (f) GPS OBS        
 CL2793
 CL2793.Superseded values are not recommended for survey control.
 CL2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2793.See file dsdata.txt to determine how the superseded data were derived.
 CL2793
 CL2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8182078749(NAD 83)
 CL2793_MARKER: DD = SURVEY DISK
 CL2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2793+STABILITY: SURFACE MOTION
 CL2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2793+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1986
 CL2793
 CL2793  HISTORY     - Date     Condition        Report By
 CL2793  HISTORY     - 1985     MONUMENTED       GADT
 CL2793  HISTORY     - 19861106 GOOD
 CL2793
 CL2793                          STATION DESCRIPTION
 CL2793
 CL2793'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2793'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 CL2793'EAST OF OAK PARK AND
 CL2793'1.4 KM (0.9 MI) SOUTHWEST OF OF THE BRIDGE OVER THE OHOOPEE RIVER
 CL2793'AND THE CANDLER COUNTY LINE.
 CL2793'OWNERSHIP--MR M. J. CANNADY, RT 2 BOX 279, LYONS, GA. 912-578-5401.
 CL2793'
 CL2793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2793'IN LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.24 KM (0.15 MI) TO STATE
 CL2793'ROUTE 292 CROSSING.  CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO A BRIDGE
 CL2793'OVER SWIFT CREEK.  CONTINUE AHEAD FOR 6.4 KM (4.0 MI) TO A FORK
 CL2793'RIGHT.  BEAR RIGHT ONTO COUNTY PAVED ROAD 210 FOR 2.9 KM (1.8 MI)
 CL2793'TO THE EMANUEL COUNTY LINE.  CONTINUE AHEAD FOR 2.1 KM (1.3 MI) TO
 CL2793'THE CROSSING OF STATE ROUTE 86.  CONTINUE AHEAD NOW ON EMANUEL
 CL2793'COUNTY PAVED ROAD 241 FOR 3.5 KM (2.2 MI) TO A PROMINENT BRICK
 CL2793'HOUSE AND THE STATION ON THE LEFT.
 CL2793'
 CL2793'THE STATION IS A STANDARD GADT DISK
 CL2793'STAMPED---053-241 1985---,
 CL2793'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2793'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2793'31.4 METERS (103.0 FT) SOUTH FROM THE SOUTH CORNER OF THE BRICK
 CL2793'HOUSE,
 CL2793'9.6 METERS (31.6 FT) WEST-SOUTHWEST FROM A PAVED DRIVE TO THE HOUSE,
 CL2793'6.4 METERS (21.1 FT) NORTH FROM A POWER POLE AND FENCE CORNER,
 CL2793'3.0 METERS (9.7 FT) NORTHEAST FROM A FENCE AND
 CL2793'2.9 METERS (9.5 FT) EAST NORTHEAST FROM A METAL WITNESS POST.
 CL2793'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2793'STAMPED---053-241 1985---,
 CL2793'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2793'
 CL2793'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2793'STAMPED---053-241 1985 AZ MK---, GADT DISK
 CL2793'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2793'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2793'7.1 METERS (23.2 FT) NORTHWEST OF COUNTY PAVED ROAD 241,
 CL2793'6.5 METERS (21.3 FT) NORTHEAST OF THE CENTER OF COUNTY SAND ROAD
 CL2793'404,
 CL2793'6.2 METERS (20.3 FT) SOUTH OF A TELEPHONE BOX AND 1.7 METERS
 CL2793'(5.5 FT) SOUTHWEST OF A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM
 CL2793'THE STATION CONTINUE NORTHEAST FOR 1.0 KM (0.6 MI) TO COUNTY SAND
 CL2793'ROAD 404 ON LEFT AND THE STATION APPROXIMATELY 170 METERS SOUTHWEST
 CL2793'OF THE BRIDGE OVER THE OHOOPEE RIVER.  THE UNDERGROUND MARK IS A
 CL2793'STANDARD GADT DISK STAMPED---053-241 1985 AZ MK---,
 CL2793'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2793'
 CL2793'DESCRIBED BY B. PUTZIGER.
 CL2793
 CL2793                          STATION RECOVERY (1986)
 CL2793
 CL2793'RECOVERED 1986
 CL2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2921 ***********************************************************************
 CL2921  DESIGNATION -  BV 053 241 AZ MK
 CL2921  PID         -  CL2921
 CL2921  STATE/COUNTY-  GA/EMANUEL
 CL2921  USGS QUAD   -  COBBTOWN (1985)
 CL2921
 CL2921                         *CURRENT SURVEY CONTROL
 CL2921  ___________________________________________________________________
 CL2921* NAD 83(1994)-  32 20 48.89600(N)    082 14 56.96316(W)     ADJUSTED  
 CL2921* NAVD 88     -        42.     (meters)     138.     (feet)  VERTCON   
 CL2921  ___________________________________________________________________
 CL2921  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2921  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CL2921
 CL2921  HORZ ORDER  -  SECOND
 CL2921
 CL2921.The horizontal coordinates were established by classical geodetic methods
 CL2921.and adjusted by the National Geodetic Survey in September 1997..
 CL2921.No horizontal observational check was made to the station.
 CL2921
 CL2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2921
 CL2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2921
 CL2921.The geoid height was determined by GEOID03.
 CL2921
 CL2921;                    North         East     Units Scale Factor Converg.
 CL2921;SPC GA E     -   260,185.420   192,235.550   MT  0.99990074   -0 02 38.9
 CL2921;SPC GA E     -   853,625.00    630,692.80   sFT  0.99990074   -0 02 38.9
 CL2921;UTM  17      - 3,579,575.378   382,452.905   MT  0.99977039   -0 40 06.4
 CL2921
 CL2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2921!SPC GA E     -   0.99999797  x   0.99990074  =   0.99989871
 CL2921!UTM  17      -   0.99999797  x   0.99977039  =   0.99976836
 CL2921
 CL2921                          SUPERSEDED SURVEY CONTROL
 CL2921
 CL2921  NAD 83(1986)-  32 20 48.89977(N)    082 14 56.96192(W) AD(       ) 2
 CL2921  NGVD 29 (06/19/89)   42.     (m)          138.     (f) VERT ANG       
 CL2921
 CL2921.Superseded values are not recommended for survey control.
 CL2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2921.See file dsdata.txt to determine how the superseded data were derived.
 CL2921
 CL2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8245379575(NAD 83)
 CL2921_MARKER: DD = SURVEY DISK
 CL2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2921+STABILITY: SURFACE MOTION
 CL2921
 CL2921  HISTORY     - Date     Condition        Report By
 CL2921  HISTORY     - 1985     MONUMENTED       GADT
 CL2921
 CL2921                          STATION DESCRIPTION
 CL2921
 CL2921'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2921'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 CL2921'EAST OF OAK PARK AND
 CL2921'170 METERS (550 FT) SOUTHWEST OF THE OHOOPEE RIVER BRIDGE AND
 CL2921'CANDLER COUNTY LINE.
 CL2921'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2921'
 CL2921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2921'IN LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 2.95 KM (1.85 MI) TO A
 CL2921'BRIDGE OVER SWIFT CREEK.  CONTINUE AHEAD FOR 5.1 KM (3.2 MI) TO A
 CL2921'BRIDGE OVER PENDLETON CREEK.  CONTINUE AHEAD FOR 1.3 KM (0.8 MI) TO
 CL2921'A FORK RIGHT.  BEAR RIGHT ONTO COUNTY PAVED ROAD 210 FOR 2.9 KM (1.8
 CL2921'(1.8 MI) TO THE EMANUEL COUNTY LINE.  CONTINUE AHEAD FOR 2.1 KM
 CL2921'(1.3 MI) TO THE CROSSING OF STATE ROUTE 86.  CONTINUE AHEAD NOW ON
 CL2921'EMANUEL COUNTY PAVED ROAD 241 FOR 4.5 KM (2.8 MI) TO COUNTY SAND
 CL2921'ROAD 404 ON THE LEFT AND THE STATION APPROXIMATELY 170 METERS
 CL2921'SOUTHWEST OD A BRIDGE OVER THE OHOOPEE RIVER.
 CL2921'
 CL2921'THE STATION IS A STANDARD GADT DISK
 CL2921'STAMPED---053-241 1985 AZ MK---,
 CL2921'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2921'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2921'7.1 METERS (23.2 FT) NORTHWEST FROM THE CENTER OF THE PAVED ROAD,
 CL2921'6.5 METERS (21.3 FT) NORTHEAST FROM THE CENTER OF THE SAND ROAD,
 CL2921'6.2 METERS (20.3 FT) SOUTH FROM A TELEPHONE BOX AND
 CL2921'1.7 METERS (5.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2921'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2921'STAMPED---053-241 1985 AZ MK---,
 CL2921'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2921'
 CL2921'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2921'
 CL2921'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5981 ***********************************************************************
 CK5981  DESIGNATION -  BV 054 200
 CK5981  PID         -  CK5981
 CK5981  STATE/COUNTY-  GA/EVANS
 CK5981  USGS QUAD   -  DAISY (1976)
 CK5981
 CK5981                         *CURRENT SURVEY CONTROL
 CK5981  ___________________________________________________________________
 CK5981* NAD 83(1994)-  32 10 58.37951(N)    081 49 28.53682(W)     ADJUSTED  
 CK5981* NAVD 88     -        48.3    (meters)     158.     (feet)  VERTCON   
 CK5981  ___________________________________________________________________
 CK5981  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 CK5981  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 CK5981
 CK5981  HORZ ORDER  -  SECOND
 CK5981
 CK5981.The horizontal coordinates were established by classical geodetic methods
 CK5981.and adjusted by the National Geodetic Survey in September 1997..
 CK5981
 CK5981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5981
 CK5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5981
 CK5981.The geoid height was determined by GEOID03.
 CK5981
 CK5981;                    North         East     Units Scale Factor Converg.
 CK5981;SPC GA E     -   242,045.748   232,256.096   MT  0.99991283   +0 10 55.9
 CK5981;SPC GA E     -   794,111.76    761,993.54   sFT  0.99991283   +0 10 55.9
 CK5981;UTM  17      - 3,561,005.152   422,266.557   MT  0.99967451   -0 26 21.2
 CK5981
 CK5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5981!SPC GA E     -   0.99999711  x   0.99991283  =   0.99990994
 CK5981!UTM  17      -   0.99999711  x   0.99967451  =   0.99967162
 CK5981
 CK5981|---------------------------------------------------------------------|
 CK5981| PID    Reference Object                     Distance      Geod. Az  |
 CK5981|                                                           dddmmss.s |
 CK5981| CK5983 BV 054 200 RM 2                     291.293 METERS 02845     |
 CK5981| CK5982 BV 054 200 RM 1                      20.451 METERS 30827     |
 CK5981|---------------------------------------------------------------------|
 CK5981
 CK5981                          SUPERSEDED SURVEY CONTROL
 CK5981
 CK5981  NAD 83(1986)-  32 10 58.38254(N)    081 49 28.53861(W) AD(       ) 2
 CK5981  NGVD 29 (10/08/91)   48.6    (m)          159.     (f) VERT ANG       
 CK5981
 CK5981.Superseded values are not recommended for survey control.
 CK5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5981.See file dsdata.txt to determine how the superseded data were derived.
 CK5981
 CK5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2226761005(NAD 83)
 CK5981_MARKER: DD = SURVEY DISK
 CK5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5981+STABILITY: SURFACE MOTION
 CK5981
 CK5981  HISTORY     - Date     Condition        Report By
 CK5981  HISTORY     - 1982     MONUMENTED       GADT
 CK5981
 CK5981                          STATION DESCRIPTION
 CK5981
 CK5981'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5981'THE STATION IS LOCATED APPROXIMATELY 3.55 KM (2.2 MI)
 CK5981'NORTH-NORTHEAST OF DAISY, 7.9 KM (4.9 MI) EAST-NORTHEAST OF
 CK5981'CLAXTON, AND 8.7 KM (5.4 MI) WEST-NORTHWEST OF GROVELAND.
 CK5981'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK5981'
 CK5981'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5981'(COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280 (STATE ROUTE 30)
 CK5981'IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF CLAXTON, GO NORTH ALONG
 CK5981'COUNTY PAVED ROAD 90733 FOR 3.2 KM (2 MI) TO THE SOUTH END OF
 CK5981'A BRIDGE  OVER THE CANOOCHEE RIVER.  CONTINUE GOING
 CK5981'NORTH ALONG COUNTY ROAD 90733 FOR 0.65 KM (0.4 MI) TO THE STATION
 CK5981'ON THE RIGHT.
 CK5981'
 CK5981'THE STATION IS A STANDARD GADT DISK
 CK5981'STAMPED---054-200 1982---,
 CK5981'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5981'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 CK5981'6.64 METERS (21.8 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK5981'PAVED COUNTY ROAD 90733,
 CK5981'6.40 METERS (21 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A DIRT
 CK5981'ROAD,
 CK5981'12.65 METERS (41.50 FT) SOUTHEAST FROM THE SOUTHWEST CORNER
 CK5981'FENCEPOST,
 CK5981'17.47 METERS (57.30 FT) WEST-SOUTHWEST FROM A 12 INCH OAK TREE,
 CK5981'AND
 CK5981'0.98 METER (3.2 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CK5981'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5981'STAMPED---054-200 1982---,
 CK5981'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5981'
 CK5981'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5981'STAMPED---054-200 1982 RM 1---,
 CK5981'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5981'FLUSH WITH GROUND.  IT IS LOCATED
 CK5981'13.72 METERS (45 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 CK5981'PAVED COUNTY ROAD 90733,
 CK5981'31.52 METERS (103.4 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 CK5981'CORNER FENCE POST TO THE SOUTH OF THE ROAD,
 CK5981'29.9 METERS (98.10 FT) WEST-NORTHWEST FROM THE NORTHEAST CORNER
 CK5981'FENCE POST TO THE SOUTH OF THE ROAD, AND
 CK5981'0.91 METER (3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 CK5981'MARK IS BELOW STATION 0.45 METERS.
 CK5981'
 CK5981'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK5981'STAMPED---054-200 1982 RM 2---,
 CK5981'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5981'FLUSH WITH GROUND.  IT IS LOCATED
 CK5981'17.31 METERS (56.80 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK5981'PAVED COUNTY ROAD 90733,
 CK5981'40.35 METERS (132.7 FT) NORTH FROM THE CENTERLINE OF DIRT COUNTY
 CK5981'ROAD 160,
 CK5981'48.37 METERS (158.7 FT) NORTHEAST FROM A POWER POLE TO THE SOUTH
 CK5981'OF COUNTY ROAD 160, AND
 CK5981'1.28 METERS (4.2 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK5981'TO REACH THE REFERENCE MARK 2 FROM THE STATION PROCEED GOING
 CK5981'NORTH ALONG PAVED COUNTY ROAD 90733 FOR 0.3 KM (0.2 MI) TO
 CK5981'THE REFERENCE MARK 2 ON THE RIGHT.
 CK5981'
 CK5981'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5981'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5981'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5981'
 CK5981'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5983 ***********************************************************************
 CK5983  DESIGNATION -  BV 054 200 RM 2
 CK5983  PID         -  CK5983
 CK5983  STATE/COUNTY-  GA/EVANS
 CK5983  USGS QUAD   -  DAISY (1976)
 CK5983
 CK5983                         *CURRENT SURVEY CONTROL
 CK5983  ___________________________________________________________________
 CK5983* NAD 83(1994)-  32 11 06.67104(N)    081 49 23.18950(W)     ADJUSTED  
 CK5983* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 CK5983  ___________________________________________________________________
 CK5983  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CK5983  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 CK5983
 CK5983  HORZ ORDER  -  SECOND
 CK5983
 CK5983.The horizontal coordinates were established by classical geodetic methods
 CK5983.and adjusted by the National Geodetic Survey in September 1997..
 CK5983.No horizontal observational check was made to the station.
 CK5983
 CK5983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5983
 CK5983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5983
 CK5983.The geoid height was determined by GEOID03.
 CK5983
 CK5983;                    North         East     Units Scale Factor Converg.
 CK5983;SPC GA E     -   242,301.573   232,395.345   MT  0.99991294   +0 10 58.8
 CK5983;SPC GA E     -   794,951.08    762,450.39   sFT  0.99991294   +0 10 58.8
 CK5983;UTM  17      - 3,561,259.391   422,408.539   MT  0.99967424   -0 26 18.4
 CK5983
 CK5983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5983!SPC GA E     -   0.99999705  x   0.99991294  =   0.99990999
 CK5983!UTM  17      -   0.99999705  x   0.99967424  =   0.99967129
 CK5983
 CK5983                          SUPERSEDED SURVEY CONTROL
 CK5983
 CK5983  NAD 83(1986)-  32 11 06.67406(N)    081 49 23.19127(W) AD(       ) 2
 CK5983  NGVD 29 (10/08/91)   49.     (m)          161.     (f) VERT ANG       
 CK5983
 CK5983.Superseded values are not recommended for survey control.
 CK5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5983.See file dsdata.txt to determine how the superseded data were derived.
 CK5983
 CK5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2240961259(NAD 83)
 CK5983_MARKER: DD = SURVEY DISK
 CK5983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5983+STABILITY: SURFACE MOTION
 CK5983
 CK5983  HISTORY     - Date     Condition        Report By
 CK5983  HISTORY     - 1982     MONUMENTED       GADT
 CK5983
 CK5983                          STATION DESCRIPTION
 CK5983
 CK5983'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5983'THE STATION IS LOCATED ABOUT 3.85 KM (2.4 MI) NORTH-NORTHEAST
 CK5983'FROM DAISY, 8.15 KM (5.05 MI) EAST-NORTHEAST OF CLAXTON, AND
 CK5983'8.7 KM (5.4 MI) WEST-NORTHWEST OF GROVELAND.
 CK5983'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK5983'
 CK5983'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5983'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5983'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF CLAXTON,
 CK5983'GO NORTH ALONG COUNTY ROAD 90733 FOR 3.2 KM (2 MI) TO THE SOUTH
 CK5983'END OF THE BRIDGE OVER THE CANOOCHEE RIVER.  CONTINUE GOING NORTH
 CK5983'ALONG COUNTY ROAD 90733 FOR 0.95 KM (0.6 MI) TO THE STATION
 CK5983'ON THE RIGHT.
 CK5983'
 CK5983'THE STATION IS A STANDARD GADT DISK
 CK5983'STAMPED---054-200 1982 RM 2---,
 CK5983'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5983'FLUSH WITH GROUND.  IT IS LOCATED
 CK5983'17.31 METERS (56.80 FT) EAST-SOUTHEAST FROM THE CENTERLINE
 CK5983'OF PAVED COUNTY ROAD 90733,
 CK5983'40.35 METERS (132.7 FT) NORTH FROM THE CENTERLINE OF DIRT
 CK5983'COUNTY ROAD 160,
 CK5983'48.37 METERS (158.7 FT) NORTHEAST FROM A POWER POLE TO THE
 CK5983'SOUTH OF COUNTY ROAD 160,
 CK5983'1.28 METERS (4.2 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK5983'
 CK5983'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5983'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5983'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5983'
 CK5983'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5984 ***********************************************************************
 CK5984  DESIGNATION -  BV 054 201
 CK5984  PID         -  CK5984
 CK5984  STATE/COUNTY-  GA/EVANS
 CK5984  USGS QUAD   -  DAISY (1976)
 CK5984
 CK5984                         *CURRENT SURVEY CONTROL
 CK5984  ___________________________________________________________________
 CK5984* NAD 83(1994)-  32 09 04.00605(N)    081 47 54.32790(W)     ADJUSTED  
 CK5984* NAVD 88     -        39.0    (meters)     128.     (feet)  VERTCON   
 CK5984  ___________________________________________________________________
 CK5984  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CK5984  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK5984
 CK5984  HORZ ORDER  -  SECOND
 CK5984
 CK5984.The horizontal coordinates were established by classical geodetic methods
 CK5984.and adjusted by the National Geodetic Survey in September 1997..
 CK5984
 CK5984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5984
 CK5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5984
 CK5984.The geoid height was determined by GEOID03.
 CK5984
 CK5984;                    North         East     Units Scale Factor Converg.
 CK5984;SPC GA E     -   238,531.204   234,735.808   MT  0.99991487   +0 11 45.5
 CK5984;SPC GA E     -   782,581.13    770,129.06   sFT  0.99991487   +0 11 45.5
 CK5984;UTM  17      - 3,557,464.788   424,707.432   MT  0.99966991   -0 25 29.7
 CK5984
 CK5984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5984!SPC GA E     -   0.99999858  x   0.99991487  =   0.99991345
 CK5984!UTM  17      -   0.99999858  x   0.99966991  =   0.99966849
 CK5984
 CK5984                          SUPERSEDED SURVEY CONTROL
 CK5984
 CK5984  NAD 83(1986)-  32 09 04.00752(N)    081 47 54.32727(W) AD(       ) 2
 CK5984  NGVD 29 (10/08/91)   39.3    (m)          129.     (f) VERT ANG       
 CK5984
 CK5984.Superseded values are not recommended for survey control.
 CK5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5984.See file dsdata.txt to determine how the superseded data were derived.
 CK5984
 CK5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2470757465(NAD 83)
 CK5984_MARKER: DD = SURVEY DISK
 CK5984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5984+STABILITY: SURFACE MOTION
 CK5984
 CK5984  HISTORY     - Date     Condition        Report By
 CK5984  HISTORY     - 1982     MONUMENTED       GADT
 CK5984
 CK5984                          STATION DESCRIPTION
 CK5984
 CK5984'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5984'THE STATION IS LOCATED APPROXIMATELY 3.85 KM (2.4 MI) EAST OF
 CK5984'DAISY, 5 KM (3.1 MI) WEST OF GROVELAND, AND 10.15 KM (6.3 MI)
 CK5984'EAST OF CLAXTON.
 CK5984'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5984'
 CK5984'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5984'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5984'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF CLAXTON,
 CK5984'GO EAST ALONG U.S. HIGHWAY 280 FOR 3.15 KM (1.95 MI) TO THE
 CK5984'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING EAST ALONG U.S.HIGHWAY
 CK5984'280 FOR 0.75 KM (0.45 MI) TO THE STATION ON THE RIGHT.
 CK5984'
 CK5984'THE STATION IS A STANDARD GADT DISK
 CK5984'STAMPED---054-201 1982---,
 CK5984'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5984'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5984'11.58 METERS (38 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY
 CK5984'280,
 CK5984'34.59 METERS (113.9 FT) EAST FROM A TELEPHONE BRACE POLE,
 CK5984'3.81 METERS (12.5 FT) NORTH-NORTHWEST FROM A 28 INCH PINE TREE,
 CK5984'50.29 METERS (165 FT) WEST-NORTHWEST FROM A 22 INCH PINE TREE, AND
 CK5984'1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 CK5984'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5984'STAMPED---054-200 1982---,
 CK5984'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5984'
 CK5984'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5984'STAMPED---054-201 1982 RM 1---,
 CK5984'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5984'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5984'10.97 METERS (36 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY
 CK5984'280,
 CK5984'22.13 METERS (72.6 FT) EAST-NORTHEAST FROM THE 28 INCH PINE TREE,
 CK5984'28.01 METERS (91.6 FT) WEST-NORTHWEST FROM THE 22 INCH PINE TREE,
 CK5984'AND
 CK5984'0.91 METER (3 FT) NORTH FROM A WITNESS POST.
 CK5984'MARK IS LEVEL WITH STATION.
 CK5984'
 CK5984'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5984'STAMPED---054-201 1982 AZ MK---,
 CK5984'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5984'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5984'14.26 METERS (46.80 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF U.
 CK5984'S. HIGHWAY 280,
 CK5984'2.16 METERS (7.1 FT) SOUTHEAST FROM AN 18 INCH PINE TREE,
 CK5984'2.47 METERS (8.1 FT) SOUTHWEST FROM A 15 INCH PINE TREE, AND
 CK5984'0.94 METER (3.1 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK5984'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5984'STAMPED---054-201 1982 AZ MK---,
 CK5984'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK5984'
 CK5984'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5984'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5984'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5984'
 CK5984'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5985 ***********************************************************************
 CK5985  DESIGNATION -  BV 054 201 AZ MK
 CK5985  PID         -  CK5985
 CK5985  STATE/COUNTY-  GA/EVANS
 CK5985  USGS QUAD   -  DAISY (1976)
 CK5985
 CK5985                         *CURRENT SURVEY CONTROL
 CK5985  ___________________________________________________________________
 CK5985* NAD 83(1994)-  32 09 09.39732(N)    081 48 21.59384(W)     ADJUSTED  
 CK5985* NAVD 88     -        39.     (meters)     128.     (feet)  VERTCON   
 CK5985  ___________________________________________________________________
 CK5985  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 CK5985  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 CK5985
 CK5985  HORZ ORDER  -  SECOND
 CK5985
 CK5985.The horizontal coordinates were established by classical geodetic methods
 CK5985.and adjusted by the National Geodetic Survey in September 1997..
 CK5985.No horizontal observational check was made to the station.
 CK5985
 CK5985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5985
 CK5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5985
 CK5985.The geoid height was determined by GEOID03.
 CK5985
 CK5985;                    North         East     Units Scale Factor Converg.
 CK5985;SPC GA E     -   238,694.836   234,020.814   MT  0.99991427   +0 11 31.0
 CK5985;SPC GA E     -   783,117.97    767,783.29   sFT  0.99991427   +0 11 31.0
 CK5985;UTM  17      - 3,557,636.116   423,994.427   MT  0.99967124   -0 25 44.2
 CK5985
 CK5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5985!SPC GA E     -   0.99999851  x   0.99991427  =   0.99991278
 CK5985!UTM  17      -   0.99999851  x   0.99967124  =   0.99966975
 CK5985
 CK5985                          SUPERSEDED SURVEY CONTROL
 CK5985
 CK5985  NAD 83(1986)-  32 09 09.39884(N)    081 48 21.59320(W) AD(       ) 2
 CK5985  NGVD 29 (10/08/91)   40.     (m)          131.     (f) VERT ANG       
 CK5985
 CK5985.Superseded values are not recommended for survey control.
 CK5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5985.See file dsdata.txt to determine how the superseded data were derived.
 CK5985
 CK5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2399457636(NAD 83)
 CK5985_MARKER: DD = SURVEY DISK
 CK5985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5985+STABILITY: SURFACE MOTION
 CK5985
 CK5985  HISTORY     - Date     Condition        Report By
 CK5985  HISTORY     - 1982     MONUMENTED       GADT
 CK5985
 CK5985                          STATION DESCRIPTION
 CK5985
 CK5985'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5985'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF DAISY,
 CK5985'5.65 KM (3.5 MI) WEST OF GROVELAND, AND 9.5 KM (5.9 MI)
 CK5985'EAST OF CLAXTON.
 CK5985'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5985'
 CK5985'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5985'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5985'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF
 CK5985'CLAXTON, GO EAST ALONG U.S. HIGHWAY 280 FOR 3.15 KM (1.95 MI)
 CK5985'TO THE STATION ON THE LEFT.
 CK5985'
 CK5985'THE STATION IS A STANDARD GADT DISK
 CK5985'STAMPED---054-201 1982 AZ MK---,
 CK5985'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5985'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5985'14.26 METERS (46.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK5985'U.S. HIGHWAY 280,
 CK5985'2.16 METERS (7.1 FT) SOUTHEAST FROM AN 18 INCH PINE TREE,
 CK5985'2.47 METERS (8.1 FT) SOUTHWEST FROM A 15 INCH PINE TREE, AND
 CK5985'0.94 METER (3.1 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK5985'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5985'STAMPED---054-201 1982 AZ MK---,
 CK5985'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5985'
 CK5985'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5985'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5985'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5985'
 CK5985'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5986 ***********************************************************************
 CK5986  DESIGNATION -  BV 054 201 RM 1
 CK5986  PID         -  CK5986
 CK5986  STATE/COUNTY-  GA/EVANS
 CK5986  USGS QUAD   -  DAISY (1976)
 CK5986
 CK5986                         *CURRENT SURVEY CONTROL
 CK5986  ___________________________________________________________________
 CK5986* NAD 83(1994)-  32 09 03.87899(N)    081 47 53.47927(W)     ADJUSTED  
 CK5986* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 CK5986  ___________________________________________________________________
 CK5986  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CK5986  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 CK5986
 CK5986  HORZ ORDER  -  SECOND
 CK5986
 CK5986.The horizontal coordinates were established by classical geodetic methods
 CK5986.and adjusted by the National Geodetic Survey in September 1997..
 CK5986
 CK5986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5986
 CK5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5986
 CK5986.The geoid height was determined by GEOID03.
 CK5986
 CK5986;                    North         East     Units Scale Factor Converg.
 CK5986;SPC GA E     -   238,527.366   234,758.057   MT  0.99991489   +0 11 45.9
 CK5986;SPC GA E     -   782,568.53    770,202.06   sFT  0.99991489   +0 11 45.9
 CK5986;UTM  17      - 3,557,460.711   424,729.633   MT  0.99966987   -0 25 29.2
 CK5986
 CK5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5986!SPC GA E     -   0.99999867  x   0.99991489  =   0.99991356
 CK5986!UTM  17      -   0.99999867  x   0.99966987  =   0.99966854
 CK5986
 CK5986                          SUPERSEDED SURVEY CONTROL
 CK5986
 CK5986  NAD 83(1986)-  32 09 03.88046(N)    081 47 53.47864(W) AD(       ) 2
 CK5986  NGVD 29 (10/08/91)   38.7    (m)          127.     (f) H LEVEL        
 CK5986
 CK5986.Superseded values are not recommended for survey control.
 CK5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5986.See file dsdata.txt to determine how the superseded data were derived.
 CK5986
 CK5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2473057461(NAD 83)
 CK5986_MARKER: DD = SURVEY DISK
 CK5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5986+STABILITY: SURFACE MOTION
 CK5986
 CK5986  HISTORY     - Date     Condition        Report By
 CK5986  HISTORY     - 1982     MONUMENTED       GADT
 CK5986
 CK5986                          STATION DESCRIPTION
 CK5986
 CK5986'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5986'THE STATION IS LOCATED APPROXIMATELY 3.85 KM (2.4 MI) EAST OF
 CK5986'DAISY, 5 KM (3.1 MI) WEST OF GROVELAND, AND 10.15 KM (6.3 MI) EAST
 CK5986'OF CLAXTON.
 CK5986'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5986'
 CK5986'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5986'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5986'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF CLAXTON,
 CK5986'GO EAST ALONG U.S. HIGHWAY 280 FOR 3.9 KM (2.4 MI) TO THE STATION
 CK5986'ON THE RIGHT.
 CK5986'
 CK5986'THE STATION IS A STANDARD GADT DISK
 CK5986'STAMPED---054-201 1982 RM 1---,
 CK5986'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5986'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5986'10.97 METERS (36 FT) SOUTH FROM THE CENTERLINE OF U.S.
 CK5986'HIGHWAY 280,
 CK5986'22.13 METERS (72.6 FT) EAST-NORTHEAST FROM A 28 INCH PINE TREE,
 CK5986'28.01 METERS (91.9 FT) WEST-NORTHWEST FROM A 22 INCH PINE TREE,
 CK5986'AND
 CK5986'0.91 METER (3 FT) NORTH FROM A WITNESS POST.
 CK5986'
 CK5986'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5986'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5986'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5986'
 CK5986'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5987 ***********************************************************************
 CK5987  DESIGNATION -  BV 054 202
 CK5987  PID         -  CK5987
 CK5987  STATE/COUNTY-  GA/EVANS
 CK5987  USGS QUAD   -  GLISSONS MILLPOND (1976)
 CK5987
 CK5987                         *CURRENT SURVEY CONTROL
 CK5987  ___________________________________________________________________
 CK5987* NAD 83(1994)-  32 06 56.63584(N)    081 50 25.43347(W)     ADJUSTED  
 CK5987* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 CK5987  ___________________________________________________________________
 CK5987  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CK5987  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK5987
 CK5987  HORZ ORDER  -  SECOND
 CK5987
 CK5987.The horizontal coordinates were established by classical geodetic methods
 CK5987.and adjusted by the National Geodetic Survey in September 1997..
 CK5987
 CK5987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5987
 CK5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5987
 CK5987.The geoid height was determined by GEOID03.
 CK5987
 CK5987;                    North         East     Units Scale Factor Converg.
 CK5987;SPC GA E     -   234,595.472   230,788.339   MT  0.99991169   +0 10 24.4
 CK5987;SPC GA E     -   769,668.64    757,178.08   sFT  0.99991169   +0 10 24.4
 CK5987;UTM  17      - 3,553,572.974   420,718.525   MT  0.99967751   -0 26 48.5
 CK5987
 CK5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5987!SPC GA E     -   0.99999634  x   0.99991169  =   0.99990803
 CK5987!UTM  17      -   0.99999634  x   0.99967751  =   0.99967385
 CK5987
 CK5987|---------------------------------------------------------------------|
 CK5987| PID    Reference Object                     Distance      Geod. Az  |
 CK5987|                                                           dddmmss.s |
 CK5987| CK5989 BV 054 202 RM 1                      14.903 METERS 25046     |
 CK5987| CK5988 BV 054 202 AZ MK                    413.682 METERS 3440522.5 |
 CK5987|---------------------------------------------------------------------|
 CK5987
 CK5987                          SUPERSEDED SURVEY CONTROL
 CK5987
 CK5987  NAD 83(1986)-  32 06 56.63899(N)    081 50 25.43602(W) AD(       ) 2
 CK5987  NGVD 29 (10/08/91)   53.4    (m)          175.     (f) VERT ANG       
 CK5987
 CK5987.Superseded values are not recommended for survey control.
 CK5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5987.See file dsdata.txt to determine how the superseded data were derived.
 CK5987
 CK5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2071953573(NAD 83)
 CK5987_MARKER: DD = SURVEY DISK
 CK5987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5987+STABILITY: SURFACE MOTION
 CK5987
 CK5987  HISTORY     - Date     Condition        Report By
 CK5987  HISTORY     - 1982     MONUMENTED       GADT
 CK5987
 CK5987                          STATION DESCRIPTION
 CK5987
 CK5987'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5987'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI) SOUTH OF
 CK5987'DAISY, 7.75 KM (4.8 MI) SOUTHEAST OF CLAXTON, AND 9 KM (5.6 MI)
 CK5987'WEST-SOUTHWEST OF GROVELAND.
 CK5987'OWNERSHIP--C.G. TIPPINS, ROUTE 1, P.O.BOX 75, CLAXTON GA,
 CK5987'TELEPHONE--912-739-3805, CONTACT MR. TIPPINS BEFORE GOING
 CK5987'TO THE STATION.
 CK5987'
 CK5987'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5987'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5987'(STATE ROUTE 30) IN DAISY, LOCATED 6.45 KM (4 MI) EAST OF CLAXTON,
 CK5987'GO SOUTH ALONG STATE ROUTE 250 (COUNTY ROAD 90733) FOR 3.05 KM
 CK5987'(1.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 88 TO THE RIGHT.
 CK5987'CONTINUE GOING SOUTH ALONG STATE ROUTE 250 FOR 0.95 KM (0.6 MI)
 CK5987'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG
 CK5987'STATE ROUTE 250 FOR 0.3 KM (0.2 MI) TO A DOUBLE GATE ALONG THE
 CK5987'FENCELINE ON THE RIGHT.  (C.G. TIPPINS, PROPERTY OWNER, REQUEST,
 CK5987'THAT HE BE CONTACTED BEFORE ENTERING THE GATE TO GO TO THE
 CK5987'STATION.  TO REACH MR. TIPPINS HOUSE FROM THE DOUBLE GATE, GO
 CK5987'SOUTH ALONG STATE ROUTE 250 FOR 0.5 KM (0.3 MI) TO THE JUNCTION
 CK5987'OF PAVED COUNTY ROAD 92664 CROSSING AND THE RESIDENCE OF
 CK5987'MR. TIPPINS (WHITE FRAMED HOUSE ) ON THE RIGHT.)  TURN RIGHT AND
 CK5987'GO THROUGH THE SOUTHERN MOST GATE OF THE DOUBLE GATE AND THEN TURN
 CK5987'LEFT GOING SOUTH ALONG THE FENCELINE FOR 0.25 KM (0.15 MI) TO ITS
 CK5987'TERMINATION AT AN EAST-WEST FENCELINE.  TURN RIGHT GOING WEST
 CK5987'ALONG THE FENCELINE FOR 0.25 KM (0.15 MI) TO THE STATION.
 CK5987'
 CK5987'THE STATION IS A STANDARD GADT DISK
 CK5987'STAMPED---054-202 1982---,
 CK5987'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5987'FLUSH WITH GROUND.  IT IS LOCATED
 CK5987'1.74 METERS (5.7 FT) NORTH-NORTHWEST FROM A 5 INCH CHERRY TREE,
 CK5987'10.21 METERS (33.5 FT) WEST-NORTHWEST FROM A 12 INCH TWIN OAK
 CK5987'TREE,
 CK5987'36.18 METERS (118.7 FT) EAST-NORTHEAST FROM AN 8 INCH OAK TREE,
 CK5987'AND
 CK5987'1.13 METERS (3.7 FT) NORTH FROM A WITNESS POST.
 CK5987'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5987'STAMPED---054-202 1982---,
 CK5987'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5987'
 CK5987'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5987'STAMPED---054-202 1982 RM 1---,
 CK5987'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5987'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5987'15.91 METERS (52.2 FT) WEST-NORTHWEST FROM THE 5 INCH CHERRY TREE,
 CK5987'21.18 METERS (69.5 FT) EAST-NORTHEAST FROM THE 8 INCH OAK TREE,
 CK5987'25.21 METERS (82.7 FT) WEST-NORTHWEST FROM THE 12 INCH TWIN OAK
 CK5987'TREE, AND
 CK5987'0.82 METER (2.7 FT) NORTH FROM A WITNESS POST.
 CK5987'MARK IS LEVEL WITH STATION.
 CK5987'
 CK5987'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5987'STAMPED---054-202 1982 AZ MK---,
 CK5987'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5987'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5987'13.41 METERS (44 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 CK5987'ROUTE 250,
 CK5987'40.48 METERS (132.8 FT) EAST FROM THE EAST END OF A 24 INCH
 CK5987'CONCRETE SIDE DRAIN PIPE UNDER A FIELD DRIVE, AND
 CK5987'1.01 METERS (3.3 FT) SOUTHWEST FROM A WITNESS POST.
 CK5987'
 CK5987'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5987'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5987'STAMPED---054-202 1982 AZ MK---,
 CK5987'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK5987'
 CK5987'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5987'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5987'
 CK5987'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5988 ***********************************************************************
 CK5988  DESIGNATION -  BV 054 202 AZ MK
 CK5988  PID         -  CK5988
 CK5988  STATE/COUNTY-  GA/EVANS
 CK5988  USGS QUAD   -  GLISSONS MILLPOND (1976)
 CK5988
 CK5988                         *CURRENT SURVEY CONTROL
 CK5988  ___________________________________________________________________
 CK5988* NAD 83(1994)-  32 07 09.55148(N)    081 50 29.75956(W)     ADJUSTED  
 CK5988* NAVD 88     -        38.     (meters)     125.     (feet)  VERTCON   
 CK5988  ___________________________________________________________________
 CK5988  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CK5988  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK5988
 CK5988  HORZ ORDER  -  SECOND
 CK5988
 CK5988.The horizontal coordinates were established by classical geodetic methods
 CK5988.and adjusted by the National Geodetic Survey in September 1997..
 CK5988.No horizontal observational check was made to the station.
 CK5988
 CK5988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5988
 CK5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5988
 CK5988.The geoid height was determined by GEOID03.
 CK5988
 CK5988;                    North         East     Units Scale Factor Converg.
 CK5988;SPC GA E     -   234,992.926   230,673.741   MT  0.99991160   +0 10 22.2
 CK5988;SPC GA E     -   770,972.62    756,802.10   sFT  0.99991160   +0 10 22.2
 CK5988;UTM  17      - 3,553,971.552   420,608.262   MT  0.99967773   -0 26 51.0
 CK5988
 CK5988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5988!SPC GA E     -   0.99999878  x   0.99991160  =   0.99991038
 CK5988!UTM  17      -   0.99999878  x   0.99967773  =   0.99967651
 CK5988
 CK5988                          SUPERSEDED SURVEY CONTROL
 CK5988
 CK5988  NAD 83(1986)-  32 07 09.55473(N)    081 50 29.76208(W) AD(       ) 2
 CK5988  NGVD 29 (10/08/91)   38.     (m)          125.     (f) VERT ANG       
 CK5988
 CK5988.Superseded values are not recommended for survey control.
 CK5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5988.See file dsdata.txt to determine how the superseded data were derived.
 CK5988
 CK5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2060853972(NAD 83)
 CK5988_MARKER: DD = SURVEY DISK
 CK5988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5988+STABILITY: SURFACE MOTION
 CK5988
 CK5988  HISTORY     - Date     Condition        Report By
 CK5988  HISTORY     - 1982     MONUMENTED       GADT
 CK5988
 CK5988                          STATION DESCRIPTION
 CK5988
 CK5988'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5988'THE STATION IS LOCATED ABOUT 3.85 KM (2.4 MI) SOUTH OF DAISY,
 CK5988'7.55 KM (4.7 MI) SOUTHEAST OF CLAXTON, AND 9.5 KM (5.9 MI)
 CK5988'WEST-SOUTHWEST OF GROVELAND.
 CK5988'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5988'
 CK5988'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5988'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5988'(STATE ROUTE 30) IN DAISY, LOCATED ABOUT 6.45 KM (4 MI) EAST OF
 CK5988'CLAXTON, GO SOUTH ALONG STATE ROUTE 250 (COUNTY ROAD 90733) FOR
 CK5988'3.05 KM (1.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 88 TO THE
 CK5988'RIGHT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 250 FOR 0.95 KM
 CK5988'(0.6 MI) TO THE STATION ON THE LEFT.
 CK5988'
 CK5988'THE STATION IS A STANDARD GADT DISK
 CK5988'STAMPED---054-202 1982 AZ MK---,
 CK5988'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5988'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5988'13.41 METERS (44 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 CK5988'ROUTE 250,
 CK5988'40.48 METERS (132.8 FT) EAST FROM THE EAST END OF A 24 INCH
 CK5988'CONCRETE SIDE DRAIN PIPE UNDER A FIELD DRIVE, AND
 CK5988'1.01 METERS (3.3 FT) SOUTHWEST FROM A WITNESS POST.
 CK5988'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5988'STAMPED---054-202 1982 AZ MK---,
 CK5988'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5988'
 CK5988'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5988'
 CK5988'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5988'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5988'
 CK5988'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5989 ***********************************************************************
 CK5989  DESIGNATION -  BV 054 202 RM 1
 CK5989  PID         -  CK5989
 CK5989  STATE/COUNTY-  GA/EVANS
 CK5989  USGS QUAD   -  GLISSONS MILLPOND (1976)
 CK5989
 CK5989                         *CURRENT SURVEY CONTROL
 CK5989  ___________________________________________________________________
 CK5989* NAD 83(1994)-  32 06 56.47645(N)    081 50 25.97021(W)     ADJUSTED  
 CK5989* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 CK5989  ___________________________________________________________________
 CK5989  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CK5989  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 CK5989
 CK5989  HORZ ORDER  -  SECOND
 CK5989
 CK5989.The horizontal coordinates were established by classical geodetic methods
 CK5989.and adjusted by the National Geodetic Survey in September 1997..
 CK5989.No horizontal observational check was made to the station.
 CK5989
 CK5989.The orthometric height was scaled from a topographic map.
 CK5989
 CK5989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5989
 CK5989.The geoid height was determined by GEOID03.
 CK5989
 CK5989;                    North         East     Units Scale Factor Converg.
 CK5989;SPC GA E     -   234,590.520   230,774.285   MT  0.99991168   +0 10 24.2
 CK5989;SPC GA E     -   769,652.40    757,131.97   sFT  0.99991168   +0 10 24.2
 CK5989;UTM  17      - 3,553,568.176   420,704.421   MT  0.99967754   -0 26 48.8
 CK5989
 CK5989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5989!SPC GA E     -   0.99999611  x   0.99991168  =   0.99990779
 CK5989!UTM  17      -   0.99999611  x   0.99967754  =   0.99967365
 CK5989
 CK5989                          SUPERSEDED SURVEY CONTROL
 CK5989
 CK5989  NAD 83(1986)-  32 06 56.47960(N)    081 50 25.97277(W) AD(       ) 2
 CK5989
 CK5989.Superseded values are not recommended for survey control.
 CK5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5989.See file dsdata.txt to determine how the superseded data were derived.
 CK5989
 CK5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2070453568(NAD 83)
 CK5989_MARKER: DD = SURVEY DISK
 CK5989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5989+STABILITY: SURFACE MOTION
 CK5989
 CK5989  HISTORY     - Date     Condition        Report By
 CK5989  HISTORY     - 1982     MONUMENTED       GADT
 CK5989
 CK5989                          STATION DESCRIPTION
 CK5989
 CK5989'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5989'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI) SOUTH OF
 CK5989'DAISY, 7.75 KM (4.8 MI) SOUTHEAST OF CLAXTON, AND 9 KM (5.6 MI)
 CK5989'WEST-SOUTHWEST OF GROVELAND.
 CK5989'OWNERSHIP--C.G. TIPPINS, ROUTE 1, P.O. BOX 75, CLAXTON GEORGIA,
 CK5989'TELEPHONE--912-739-3805,
 CK5989'MR. TIPPINS REQUESTED TO BE CONTACTED BEFORE GOING TO THE STATION.
 CK5989'
 CK5989'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 250 SOUTH
 CK5989'(PAVED COUNTY ROAD 90733 CROSSING) AND U.S. HIGHWAY 280
 CK5989'(STATE ROUTE 30) IN DAISY, LOCATED ABOUT 6.45 KM (4 MI) EAST OF
 CK5989'CLAXTON, GO SOUTH ALONG STATE ROUTE 250 (COUNTY ROAD 90733) FOR
 CK5989'3.05 KM (1.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 88 TO THE
 CK5989'RIGHT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 250 FOR 1.25 KM
 CK5989'(0.8 MI) TO A DOUBLE GATE ALONG A FENCELINE ON THE RIGHT.
 CK5989'(IF MR. TIPPINS HAS NOT BEEN CONTACTED CONTINUE GOING SOUTH ALONG
 CK5989'STATE ROUTE 250 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF PAVED
 CK5989'COUNTY ROAD 92664 CROSSING AND THE WHITE FRAMED HOUSE RESIDENCE
 CK5989'OF MR TIPPINS ON THE RIGHT.)  TURN RIGHT ENTERING THE SOUTHERN
 CK5989'MOST GATE AND THEN TURN LEFT GOING SOUTH ALONG THE FENCELINE FOR
 CK5989'025 KM (0.15 MI) TO ITS TERMINATION AT AN EAST-WEST FENCELINE.
 CK5989'TURN RIGHT GOING WEST ALONG THE FENCELINE FOR 0.25 KM (0.15 MI)
 CK5989'TO THE STATION.
 CK5989'
 CK5989'THE STATION IS A STANDARD GADT DISK
 CK5989'STAMPED---054-202 1982 RM 1---,
 CK5989'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5989'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5989'15.91 METERS (52.2 FT) WEST-NORTHWEST FROM A 5 INCH CHERRY TREE,
 CK5989'21.18 METERS (69.50 FT) EAST-NORTHEAST FROM AN 8 INCH OAK TREE,
 CK5989'25.21 METERS (82.70 FT) WEST-NORTHWEST FROM A 12 INCH TWIN OAK
 CK5989'TREE, AND
 CK5989'0.82 METER (2.7 FT) NORTH FROM A WITNESS POST.
 CK5989'
 CK5989'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5989'
 CK5989'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5989'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5989'
 CK5989'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5990 ***********************************************************************
 CK5990  DESIGNATION -  BV 054 203
 CK5990  PID         -  CK5990
 CK5990  STATE/COUNTY-  GA/EVANS
 CK5990  USGS QUAD   -  DAISY (1976)
 CK5990
 CK5990                         *CURRENT SURVEY CONTROL
 CK5990  ___________________________________________________________________
 CK5990* NAD 83(1994)-  32 12 42.38220(N)    081 50 54.67939(W)     ADJUSTED  
 CK5990* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 CK5990  ___________________________________________________________________
 CK5990  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CK5990  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CK5990
 CK5990  HORZ ORDER  -  SECOND
 CK5990
 CK5990.The horizontal coordinates were established by classical geodetic methods
 CK5990.and adjusted by the National Geodetic Survey in September 1997..
 CK5990
 CK5990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5990
 CK5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5990
 CK5990.The geoid height was determined by GEOID03.
 CK5990
 CK5990;                    North         East     Units Scale Factor Converg.
 CK5990;SPC GA E     -   245,242.104   229,990.249   MT  0.99991109   +0 10 10.5
 CK5990;SPC GA E     -   804,598.47    754,559.68   sFT  0.99991109   +0 10 10.5
 CK5990;UTM  17      - 3,564,225.147   420,036.048   MT  0.99967885   -0 27 08.4
 CK5990
 CK5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5990!SPC GA E     -   0.99999617  x   0.99991109  =   0.99990726
 CK5990!UTM  17      -   0.99999617  x   0.99967885  =   0.99967503
 CK5990
 CK5990                          SUPERSEDED SURVEY CONTROL
 CK5990
 CK5990  NAD 83(1986)-  32 12 42.38542(N)    081 50 54.68084(W) AD(       ) 2
 CK5990  NGVD 29 (10/08/91)   54.4    (m)          178.     (f) VERT ANG       
 CK5990
 CK5990.Superseded values are not recommended for survey control.
 CK5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5990.See file dsdata.txt to determine how the superseded data were derived.
 CK5990
 CK5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2003664225(NAD 83)
 CK5990_MARKER: DD = SURVEY DISK
 CK5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5990+STABILITY: SURFACE MOTION
 CK5990
 CK5990  HISTORY     - Date     Condition        Report By
 CK5990  HISTORY     - 1982     MONUMENTED       GADT
 CK5990
 CK5990                          STATION DESCRIPTION
 CK5990
 CK5990'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5990'THE STATION IS LOCATED APPROXIMATELY 6.6 KM (4.1 MI)
 CK5990'NORTH-NORTHWEST OF DAISY, 7.8 KM (4.85 MI) NORTH-NORTHEAST
 CK5990'OF CLAXTON, AND 12.4 KM (7.7 MI) NORTHWEST OF GROVELAND.
 CK5990'OWNERSHIP--DONALD JONES, ROUTE 1, P.O.BOX 472, CLAXTON
 CK5990'GEORGIA, 30417, TELEPHONE--912-739-2229.
 CK5990'
 CK5990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK5990'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 169
 CK5990'LOCATED 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO
 CK5990'SOUTH ALONG U.S. HIGHWAY 301 FOR 3.95 KM (2.45 MI) TO THE
 CK5990'JUNCTION OF DIRT COUNTY ROAD 118 TO THE LEFT.  TURN LEFT
 CK5990'GOING EAST ALONG COUNTY ROAD 118 FOR 3 KM (1.85 MI) TO THE
 CK5990'STATION ON THE LEFT IN THE YARD OF DONALD JONES, RESIDENT
 CK5990'OF A WHITE BRICK HOUSE.
 CK5990'
 CK5990'THE STATION IS A STANDARD GADT DISK
 CK5990'STAMPED---054-203 1982---,
 CK5990'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5990'FLUSH WITH GROUND.  IT IS LOCATED
 CK5990'12.65 METERS (41.50 FT) NORTH FROM THE CENTERLINE OF DIRT
 CK5990'COUNTY ROAD 118,
 CK5990'22.19 METERS (72.80 FT) WEST FROM A POWER POLE,
 CK5990'3.57 METERS (11.70 FT) SOUTH-SOUTHWEST FROM A 24 INCH PECAN
 CK5990'TREE, AND
 CK5990'14.11 METERS (46.30 FT) SOUTH-SOUTHWEST FROM A LIGHT POLE.
 CK5990'NOTE--NO WITNESS POST SET BY REQUEST OF PROPERTY OWNER.
 CK5990'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5990'STAMPED---054-203 1982---,
 CK5990'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5990'
 CK5990'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5990'STAMPED---054-203 1982 RM 1---,
 CK5990'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5990'FLUSH WITH GROUND.  IT IS LOCATED
 CK5990'8.84 METERS (29 FT) SOUTH FROM THE CENTERLINE OF DIRT COUNTY
 CK5990'ROAD 118,
 CK5990'10.49 METERS (34.40 FT) EAST-SOUTHEAST FROM AN UNDERGROUND
 CK5990'TELEPHONE CABLE PEDESTAL,
 CK5990'4.66 METERS (15.3 FT) WEST-NORTHWEST FROM THE WESTERN MOST
 CK5990'POST OF A GATE, AND
 CK5990'1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 CK5990'MARK IS ABOVE STATION 0.3 METERS.
 CK5990'
 CK5990'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5990'STAMPED---054-203 1982 AZ MK---,
 CK5990'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5990'FLUSH WITH GROUND.  IT IS LOCATED
 CK5990'5.49 METERS (18 FT) SOUTH FROM THE CENTERLINE OF DIRT COUNTY
 CK5990'ROAD 118,
 CK5990'1.49 METERS (4.9 FT) NORTHEAST FROM A POWER POLE,
 CK5990'17.77 METERS (58.3 FT) SOUTHWEST FROM A LIGHT POLE ON THE NORTH
 CK5990'SIDE OF THE ROAD , AND
 CK5990'0.91 METER (3 FT) NORTH FROM A WITNESS POST.
 CK5990'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5990'STAMPED---054-203 1982 AZ MK---,
 CK5990'SET INTO AN IRREGULAR MASS OF CONCRETE 0.94 METER BELOW GROUND.
 CK5990'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG DIRT
 CK5990'COUNTY ROAD 118 FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK ON THE
 CK5990'RIGHT.
 CK5990'
 CK5990'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5990'
 CK5990'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5990'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5990'
 CK5990'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5991 ***********************************************************************
 CK5991  DESIGNATION -  BV 054 203 AZ MK
 CK5991  PID         -  CK5991
 CK5991  STATE/COUNTY-  GA/EVANS
 CK5991  USGS QUAD   -  DAISY (1976)
 CK5991
 CK5991                         *CURRENT SURVEY CONTROL
 CK5991  ___________________________________________________________________
 CK5991* NAD 83(1994)-  32 12 41.57931(N)    081 50 34.49495(W)     ADJUSTED  
 CK5991* NAVD 88     -        49.     (meters)     161.     (feet)  VERTCON   
 CK5991  ___________________________________________________________________
 CK5991  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CK5991  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 CK5991
 CK5991  HORZ ORDER  -  SECOND
 CK5991
 CK5991.The horizontal coordinates were established by classical geodetic methods
 CK5991.and adjusted by the National Geodetic Survey in September 1997..
 CK5991.No horizontal observational check was made to the station.
 CK5991
 CK5991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5991
 CK5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5991
 CK5991.The geoid height was determined by GEOID03.
 CK5991
 CK5991;                    North         East     Units Scale Factor Converg.
 CK5991;SPC GA E     -   245,218.954   230,518.856   MT  0.99991148   +0 10 21.3
 CK5991;SPC GA E     -   804,522.52    756,293.95   sFT  0.99991148   +0 10 21.3
 CK5991;UTM  17      - 3,564,196.266   420,564.250   MT  0.99967781   -0 26 57.6
 CK5991
 CK5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5991!SPC GA E     -   0.99999704  x   0.99991148  =   0.99990852
 CK5991!UTM  17      -   0.99999704  x   0.99967781  =   0.99967485
 CK5991
 CK5991                          SUPERSEDED SURVEY CONTROL
 CK5991
 CK5991  NAD 83(1986)-  32 12 41.58246(N)    081 50 34.49641(W) AD(       ) 2
 CK5991  NGVD 29 (10/08/91)   49.     (m)          161.     (f) VERT ANG       
 CK5991
 CK5991.Superseded values are not recommended for survey control.
 CK5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5991.See file dsdata.txt to determine how the superseded data were derived.
 CK5991
 CK5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2056464196(NAD 83)
 CK5991_MARKER: DD = SURVEY DISK
 CK5991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5991+STABILITY: SURFACE MOTION
 CK5991
 CK5991  HISTORY     - Date     Condition        Report By
 CK5991  HISTORY     - 1982     MONUMENTED       GADT
 CK5991
 CK5991                          STATION DESCRIPTION
 CK5991
 CK5991'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5991'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) NORTH-NORTHWEST
 CK5991'OF DAISY, 8.05 KM (5 MI) NORTH-NORTHEAST OF CLAXTON, AND
 CK5991'11.9 KM (7.4 MI) NORTHWEST OF GROVELAND.
 CK5991'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK5991'
 CK5991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK5991'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 169
 CK5991'LOCATED 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO
 CK5991'SOUTH ALONG U.S. HIGHWAY 301 FOR 3.95 KM (2.45 MI) TO THE
 CK5991'JUNCTION OF DIRT COUNTY ROAD 118 TO THE LEFT.  TURN LEFT
 CK5991'AND GO EAST ALONG COUNTY ROAD 118 FOR 3.55 KM (2.2 MI) TO
 CK5991'THE STATION ON THE RIGHT.
 CK5991'
 CK5991'THE STATION IS A STANDARD GADT DISK
 CK5991'STAMPED---054-203 1982 AZ MK---,
 CK5991'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5991'FLUSH WITH GROUND.  IT IS LOCATED
 CK5991'5.49 METERS (18 FT) SOUTH FROM THE CENTERLINE OF DIRT COUNTY
 CK5991'ROAD 118,
 CK5991'1.49 METERS (4.9 FT) NORTHEAST FROM A POWER POLE,
 CK5991'17.77 METERS (58.3 FT) SOUTHWEST FROM A LIGHT POLE ON THE NORTH
 CK5991'SIDE OF THE ROAD, AND
 CK5991'0.91 METER (3 FT) NORTH FROM A WITNESS POST.
 CK5991'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5991'STAMPED---054-203 1982 AZ MK---,
 CK5991'SET INTO AN IRREGULAR MASS OF CONCRETE .94 METERS BELOW THE SURFACE.
 CK5991'
 CK5991'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5991'
 CK5991'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5991'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5991'
 CK5991'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5992 ***********************************************************************
 CK5992  DESIGNATION -  BV 054 203 RM 1
 CK5992  PID         -  CK5992
 CK5992  STATE/COUNTY-  GA/EVANS
 CK5992  USGS QUAD   -  DAISY (1976)
 CK5992
 CK5992                         *CURRENT SURVEY CONTROL
 CK5992  ___________________________________________________________________
 CK5992* NAD 83(1994)-  32 12 41.70874(N)    081 50 54.95302(W)     ADJUSTED  
 CK5992* NAVD 88     -        54.3    (meters)     178.     (feet)  VERTCON   
 CK5992  ___________________________________________________________________
 CK5992  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CK5992  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CK5992
 CK5992  HORZ ORDER  -  SECOND
 CK5992
 CK5992.The horizontal coordinates were established by classical geodetic methods
 CK5992.and adjusted by the National Geodetic Survey in September 1997..
 CK5992
 CK5992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5992
 CK5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5992
 CK5992.The geoid height was determined by GEOID03.
 CK5992
 CK5992;                    North         East     Units Scale Factor Converg.
 CK5992;SPC GA E     -   245,221.341   229,983.145   MT  0.99991108   +0 10 10.4
 CK5992;SPC GA E     -   804,530.35    754,536.37   sFT  0.99991108   +0 10 10.4
 CK5992;UTM  17      - 3,564,204.466   420,028.721   MT  0.99967887   -0 27 08.5
 CK5992
 CK5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5992!SPC GA E     -   0.99999616  x   0.99991108  =   0.99990724
 CK5992!UTM  17      -   0.99999616  x   0.99967887  =   0.99967504
 CK5992
 CK5992                          SUPERSEDED SURVEY CONTROL
 CK5992
 CK5992  NAD 83(1986)-  32 12 41.71195(N)    081 50 54.95448(W) AD(       ) 2
 CK5992  NGVD 29 (10/08/91)   54.5    (m)          179.     (f) H LEVEL        
 CK5992
 CK5992.Superseded values are not recommended for survey control.
 CK5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5992.See file dsdata.txt to determine how the superseded data were derived.
 CK5992
 CK5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR2002964204(NAD 83)
 CK5992_MARKER: DD = SURVEY DISK
 CK5992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5992+STABILITY: SURFACE MOTION
 CK5992
 CK5992  HISTORY     - Date     Condition        Report By
 CK5992  HISTORY     - 1982     MONUMENTED       GADT
 CK5992
 CK5992                          STATION DESCRIPTION
 CK5992
 CK5992'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5992'THE STATION IS LOCATED APPROXIMATELY 6.6 KM (4.1 MI)
 CK5992'NORTH-NORTHEAST OF DAISY, 7.8 KM (4.85 MI) NORTH-NORTHEAST
 CK5992'OF CLAXTON, AND 12.4 KM (7.7 MI) NORTHWEST OF GROVELAND.
 CK5992'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK5992'
 CK5992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK5992'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 169
 CK5992'LOCATED 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO SOUTH
 CK5992'ALONG U.S. HIGHWAY 301 FOR 3.95 KM (2.45 MI) TO THE JUNCTION
 CK5992'OF DIRT COUNTY ROAD 118 TO THE LEFT.  TURN LEFT GOING EAST
 CK5992'ALONG COUNTY ROAD 118 FOR 3 KM (1.85 MI) TO THE STATION ON THE
 CK5992'RIGHT.
 CK5992'
 CK5992'THE STATION IS A STANDARD GADT DISK
 CK5992'STAMPED---054-203 1982 RM 1---,
 CK5992'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5992'FLUSH WITH GROUND.  IT IS LOCATED
 CK5992'8.84 METERS (29 FT) SOUTH FROM THE CENTERLINE OF DIRT COUNTY
 CK5992'ROAD 118,
 CK5992'10.49 METERS (34.40 FT) EAST-SOUTHEAST FROM AN UNDERGROUND
 CK5992'TELEPHONE CABLE PEDESTAL,
 CK5992'4.66 METERS (15.30 FT) WEST-NORTHWEST FROM THE WESTERN MOST POST
 CK5992'OF A GATE, AND
 CK5992'1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 CK5992'
 CK5992'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5992'
 CK5992'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5992'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5992'
 CK5992'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5993 ***********************************************************************
 CK5993  DESIGNATION -  BV 054 204
 CK5993  PID         -  CK5993
 CK5993  STATE/COUNTY-  GA/EVANS
 CK5993  USGS QUAD   -  CLAXTON (1976)
 CK5993
 CK5993                         *CURRENT SURVEY CONTROL
 CK5993  ___________________________________________________________________
 CK5993* NAD 83(1994)-  32 13 46.61022(N)    081 54 06.86947(W)     ADJUSTED  
 CK5993* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 CK5993  ___________________________________________________________________
 CK5993  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CK5993  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK5993
 CK5993  HORZ ORDER  -  SECOND
 CK5993
 CK5993.The horizontal coordinates were established by classical geodetic methods
 CK5993.and adjusted by the National Geodetic Survey in September 1997..
 CK5993
 CK5993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5993
 CK5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5993
 CK5993.The geoid height was determined by GEOID03.
 CK5993
 CK5993;                    North         East     Units Scale Factor Converg.
 CK5993;SPC GA E     -   247,206.683   224,952.856   MT  0.99990768   +0 08 28.3
 CK5993;SPC GA E     -   811,043.93    738,032.83   sFT  0.99990768   +0 08 28.3
 CK5993;UTM  17      - 3,566,243.846   415,021.412   MT  0.99968905   -0 28 51.7
 CK5993
 CK5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5993!SPC GA E     -   0.99999502  x   0.99990768  =   0.99990271
 CK5993!UTM  17      -   0.99999502  x   0.99968905  =   0.99968408
 CK5993
 CK5993                          SUPERSEDED SURVEY CONTROL
 CK5993
 CK5993  NAD 83(1986)-  32 13 46.61297(N)    081 54 06.87028(W) AD(       ) 2
 CK5993  NGVD 29 (10/08/91)   61.6    (m)          202.     (f) VERT ANG       
 CK5993
 CK5993.Superseded values are not recommended for survey control.
 CK5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5993.See file dsdata.txt to determine how the superseded data were derived.
 CK5993
 CK5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1502166244(NAD 83)
 CK5993_MARKER: DD = SURVEY DISK
 CK5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5993+STABILITY: SURFACE MOTION
 CK5993
 CK5993  HISTORY     - Date     Condition        Report By
 CK5993  HISTORY     - 1982     MONUMENTED       GADT
 CK5993
 CK5993                          STATION DESCRIPTION
 CK5993
 CK5993'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5993'THE STATION IS LOCATED APPROXIMATELY 7.55 KM (4.7 MI) NORTH
 CK5993'FROM CLAXTON, 10.7 KM (6.65 MI) NORTHWEST OF DAISY, AND
 CK5993'11.05 KM (6.85 MI) NORTHEAST OF BELLVILLE.
 CK5993'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5993'
 CK5993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK5993'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 169
 CK5993'LOCATED 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO
 CK5993'SOUTHWEST ALONG STATE ROUTE 169 FOR 1.85 KM (1.15 MI) TO
 CK5993'THE JUNCTION OF DIRT COUNTY ROAD 132 CROSSING.  CONTINUE
 CK5993'GOING SOUTHWEST ALONG STATE ROUTE 169 FOR 1.35 KM (0.85 MI)
 CK5993'TO THE JUNCTION OF COUNTY ROAD (PAVED) 138 CROSSING. AND THE
 CK5993'STATION ON THE LEFT IN THE SOUTH QUADRANT OF THE
 CK5993'INTERSECTION.
 CK5993'
 CK5993'THE STATION IS A STANDARD GADT DISK
 CK5993'STAMPED---054-204 1982---,
 CK5993'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5993'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5993'10.82 METERS (35.5 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK5993'PAVED COUNTY ROAD 138,
 CK5993'18.41 METERS (60.4 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK5993'STATE ROUTE 169,
 CK5993'15.85 METERS (52 FT) EAST-SOUTHEAST FROM A POWER POLE,
 CK5993'6.16 METERS (20.2 FT) NORTH-NORTHEAST FROM A SQUARE CONCRETE
 CK5993'PROPERTY CORNER MARKER, AND
 CK5993'0.98 METER (3.2 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5993'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5993'STAMPED---054-204 1982---,
 CK5993'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5993'
 CK5993'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5993'STAMPED---054-204 1982 RM 1---,
 CK5993'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5993'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5993'9.54 METERS (31.3 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK5993'PAVED COUNTY ROAD 138,
 CK5993'14.20 METERS (46.60 FT) SOUTHEAST FROM THE PROPERTY CORNER
 CK5993'MARKER,
 CK5993'19.54 METERS (64.10 FT) NORTH-NORTHWEST FROM THE NORTH END OF
 CK5993'AN 18 INCH METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST, AND
 CK5993'3.54 METERS (11.6 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5993'MARK IS BELOW STATION 0.15 METERS.
 CK5993'
 CK5993'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5993'STAMPED---054-204 1982 AZ MK---,
 CK5993'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5993'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5993'11.28 METERS (37 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF PAVED
 CK5993'COUNTY ROAD 138,
 CK5993'6.89 METERS (22.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER FENCE
 CK5993'POST OF THE HOG PARLOR,
 CK5993'21.34 METERS (70 FT) SOUTH-SOUTHEAST FROM A POWER POLE INSIDE
 CK5993'THE HOG PARLOR, AND
 CK5993'0.91 METER (3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5993'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5993'STAMPED---054-204 1982 AZ MK---,
 CK5993'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK5993'
 CK5993'TO REACH THE AZIMUTH MARK FROM THE STATION (JUNCTION OF
 CK5993'STATE ROUTE 169 AND COUNTY PAVED ROAD 138) GO SOUTH-SOUTHEAST
 CK5993'ALONG COUNTY ROAD 138 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK
 CK5993'ON THE RIGHT.
 CK5993'
 CK5993'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5993'
 CK5993'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5993'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5993'
 CK5993'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5994 ***********************************************************************
 CK5994  DESIGNATION -  BV 054 204 AZ MK
 CK5994  PID         -  CK5994
 CK5994  STATE/COUNTY-  GA/EVANS
 CK5994  USGS QUAD   -  CLAXTON (1976)
 CK5994
 CK5994                         *CURRENT SURVEY CONTROL
 CK5994  ___________________________________________________________________
 CK5994* NAD 83(1994)-  32 13 31.66048(N)    081 53 59.31335(W)     ADJUSTED  
 CK5994* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 CK5994  ___________________________________________________________________
 CK5994  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CK5994  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK5994
 CK5994  HORZ ORDER  -  SECOND
 CK5994
 CK5994.The horizontal coordinates were established by classical geodetic methods
 CK5994.and adjusted by the National Geodetic Survey in September 1997..
 CK5994.No horizontal observational check was made to the station.
 CK5994
 CK5994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5994
 CK5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5994
 CK5994.The geoid height was determined by GEOID03.
 CK5994
 CK5994;                    North         East     Units Scale Factor Converg.
 CK5994;SPC GA E     -   246,746.720   225,151.819   MT  0.99990780   +0 08 32.3
 CK5994;SPC GA E     -   809,534.86    738,685.59   sFT  0.99990780   +0 08 32.3
 CK5994;UTM  17      - 3,565,781.850   415,215.326   MT  0.99968865   -0 28 47.5
 CK5994
 CK5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5994!SPC GA E     -   0.99999505  x   0.99990780  =   0.99990285
 CK5994!UTM  17      -   0.99999505  x   0.99968865  =   0.99968371
 CK5994
 CK5994                          SUPERSEDED SURVEY CONTROL
 CK5994
 CK5994  NAD 83(1986)-  32 13 31.66321(N)    081 53 59.31421(W) AD(       ) 2
 CK5994  NGVD 29 (10/08/91)   61.     (m)          200.     (f) VERT ANG       
 CK5994
 CK5994.Superseded values are not recommended for survey control.
 CK5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5994.See file dsdata.txt to determine how the superseded data were derived.
 CK5994
 CK5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1521565782(NAD 83)
 CK5994_MARKER: DD = SURVEY DISK
 CK5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5994+STABILITY: SURFACE MOTION
 CK5994
 CK5994  HISTORY     - Date     Condition        Report By
 CK5994  HISTORY     - 1982     MONUMENTED       GADT
 CK5994
 CK5994                          STATION DESCRIPTION
 CK5994
 CK5994'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5994'THE STATION IS LOCATED ABOUT 7.05 KM (4.4 MI) NORTH OF CLAXTON,
 CK5994'10.65 KM (6.6 MI) NORTHEAST OF BELLVILLE, AND 10.85 KM (6.75 MI)
 CK5994'NORTHWEST OF DAISY.
 CK5994'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5994'
 CK5994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK5994'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 169
 CK5994'LOCATED 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO
 CK5994'SOUTHWEST ALONG STATE ROUTE 169 FOR 1.85 KM (1.15 MI) TO
 CK5994'THE JUNCTION OF DIRT COUNTY ROAD 132 CROSSING.  CONTINUE
 CK5994'GOING SOUTHWEST ALONG STATE ROUTE 169 FOR 1.35 KM (0.85 MI)
 CK5994'TO THE JUNCTION OF PAVED COUNTY ROAD 138 CROSSING.
 CK5994'TURN LEFT GOING SOUTH ALONG COUNTY ROAD 138 FOR
 CK5994'0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 CK5994'
 CK5994'THE STATION IS A STANDARD GADT DISK
 CK5994'STAMPED---054-204 1982 AZ MK---,
 CK5994'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5994'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5994'11.28 METERS (37 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK5994'PAVED COUNTY ROAD 138,
 CK5994'6.89 METERS (22.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 CK5994'FENCE POST OF A HOG PARLOR,
 CK5994'21.34 METERS (70 FT) SOUTH-SOUTHEAST FROM A POWER POLE INSIDE
 CK5994'THE HOG PARLOR, AND
 CK5994'0.91 METER (3 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5994'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5994'STAMPED---054-204 1982 AZ MK---,
 CK5994'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5994'
 CK5994'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5994'
 CK5994'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5994'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5994'
 CK5994'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5995 ***********************************************************************
 CK5995  DESIGNATION -  BV 054 204 RM 1
 CK5995  PID         -  CK5995
 CK5995  STATE/COUNTY-  GA/EVANS
 CK5995  USGS QUAD   -  CLAXTON (1976)
 CK5995
 CK5995                         *CURRENT SURVEY CONTROL
 CK5995  ___________________________________________________________________
 CK5995* NAD 83(1994)-  32 13 46.01191(N)    081 54 06.56962(W)     ADJUSTED  
 CK5995* NAVD 88     -        61.0    (meters)     200.     (feet)  VERTCON   
 CK5995  ___________________________________________________________________
 CK5995  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CK5995  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK5995
 CK5995  HORZ ORDER  -  SECOND
 CK5995
 CK5995.The horizontal coordinates were established by classical geodetic methods
 CK5995.and adjusted by the National Geodetic Survey in September 1997..
 CK5995
 CK5995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5995
 CK5995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5995
 CK5995.The geoid height was determined by GEOID03.
 CK5995
 CK5995;                    North         East     Units Scale Factor Converg.
 CK5995;SPC GA E     -   247,188.275   224,960.751   MT  0.99990768   +0 08 28.5
 CK5995;SPC GA E     -   810,983.53    738,058.73   sFT  0.99990768   +0 08 28.5
 CK5995;UTM  17      - 3,566,225.357   415,029.106   MT  0.99968904   -0 28 51.5
 CK5995
 CK5995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5995!SPC GA E     -   0.99999510  x   0.99990768  =   0.99990278
 CK5995!UTM  17      -   0.99999510  x   0.99968904  =   0.99968414
 CK5995
 CK5995                          SUPERSEDED SURVEY CONTROL
 CK5995
 CK5995  NAD 83(1986)-  32 13 46.01465(N)    081 54 06.57043(W) AD(       ) 2
 CK5995  NGVD 29 (10/08/91)   61.2    (m)          201.     (f) H LEVEL        
 CK5995
 CK5995.Superseded values are not recommended for survey control.
 CK5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5995.See file dsdata.txt to determine how the superseded data were derived.
 CK5995
 CK5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1502966225(NAD 83)
 CK5995_MARKER: DD = SURVEY DISK
 CK5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5995+STABILITY: SURFACE MOTION
 CK5995
 CK5995  HISTORY     - Date     Condition        Report By
 CK5995  HISTORY     - 1982     MONUMENTED       GADT
 CK5995
 CK5995                          STATION DESCRIPTION
 CK5995
 CK5995'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5995'THE STATION IS LOCATED APPROXIMATELY 7.55 KM (4.7 MI) NORTH OF
 CK5995'CLAXTON, 10.7 KM (6.65 MI) NORTHWEST OF DAISY, AND 11.05 KM
 CK5995'(6.85 MI) NORTHEAST OF BELLVILLE.
 CK5995'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5995'
 CK5995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK5995'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 169, LOCATED
 CK5995'ABOUT 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO SOUTHWEST
 CK5995'ALONG STATE ROUTE 169 FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF
 CK5995'DIRT COUNTY ROAD 132 CROSSING.  CONTINUE GOING SOUTHWEST ALONG
 CK5995'STATE ROUTE 169 FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF PAVED
 CK5995'COUNTY ROAD 138 CROSSING AND THE STATION ON THE LEFT.
 CK5995'
 CK5995'THE STATION IS A STANDARD GADT DISK
 CK5995'STAMPED---054-204 1982 RM 1---,
 CK5995'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5995'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5995'9.54 METERS (31.3 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK5995'PAVED COUNTY ROAD 138,
 CK5995'14.20 METERS (46.6 FT) SOUTHEAST FROM A PROPERTY CORNER MARKER,
 CK5995'19.54 METERS (64.1 FT) NORTH-NORTHWEST FROM THE NORTH END OF AN
 CK5995'18 INCH METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST, AND
 CK5995'3.54 METERS (11.6 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK5995'
 CK5995'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5995'
 CK5995'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5995'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5995'
 CK5995'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5996 ***********************************************************************
 CK5996  DESIGNATION -  BV 054 205
 CK5996  PID         -  CK5996
 CK5996  STATE/COUNTY-  GA/EVANS
 CK5996  USGS QUAD   -  CLAXTON (1976)
 CK5996
 CK5996                         *CURRENT SURVEY CONTROL
 CK5996  ___________________________________________________________________
 CK5996* NAD 83(1994)-  32 12 29.57244(N)    081 56 37.21791(W)     ADJUSTED  
 CK5996* NAVD 88     -        55.6    (meters)     182.     (feet)  VERTCON   
 CK5996  ___________________________________________________________________
 CK5996  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CK5996  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CK5996
 CK5996  HORZ ORDER  -  SECOND
 CK5996
 CK5996.The horizontal coordinates were established by classical geodetic methods
 CK5996.and adjusted by the National Geodetic Survey in September 1997..
 CK5996
 CK5996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5996
 CK5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5996
 CK5996.The geoid height was determined by GEOID03.
 CK5996
 CK5996;                    North         East     Units Scale Factor Converg.
 CK5996;SPC GA E     -   244,824.986   221,021.664   MT  0.99990545   +0 07 07.9
 CK5996;SPC GA E     -   803,229.97    725,135.24   sFT  0.99990545   +0 07 07.9
 CK5996;UTM  17      - 3,563,905.467   411,065.439   MT  0.99969754   -0 30 10.8
 CK5996
 CK5996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5996!SPC GA E     -   0.99999593  x   0.99990545  =   0.99990138
 CK5996!UTM  17      -   0.99999593  x   0.99969754  =   0.99969347
 CK5996
 CK5996                          SUPERSEDED SURVEY CONTROL
 CK5996
 CK5996  NAD 83(1986)-  32 12 29.57496(N)    081 56 37.22000(W) AD(       ) 2
 CK5996  NGVD 29 (10/08/91)   55.8    (m)          183.     (f) VERT ANG       
 CK5996
 CK5996.Superseded values are not recommended for survey control.
 CK5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5996.See file dsdata.txt to determine how the superseded data were derived.
 CK5996
 CK5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1106563905(NAD 83)
 CK5996_MARKER: DD = SURVEY DISK
 CK5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5996+STABILITY: SURFACE MOTION
 CK5996
 CK5996  HISTORY     - Date     Condition        Report By
 CK5996  HISTORY     - 1982     MONUMENTED       GADT
 CK5996
 CK5996                          STATION DESCRIPTION
 CK5996
 CK5996'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5996'THE STATION IS LOCATED APPROXIMATELY 6.45 KM (4 MI) NORTHWEST
 CK5996'OF CLAXTON, 6.85 KM (4.25 MI) NORTH-NORTHEAST OF BELLVILLE,
 CK5996'AND 9 KM (5.6 MI) NORTHEAST OF MANASSAS.
 CK5996'
 CK5996'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 129 AND
 CK5996'STATE ROUTE 169 LOCATED 6.85 KM (4.25 MI) NORTHWEST OF CLAXTON, GO
 CK5996'NORTHEAST ALONG STATE ROUTE 169 FOR 0.9 KM (0.55 MI) TO THE SOUTH
 CK5996'END OF A BRIDGE CROSSING THE CANOOCHEE RIVER.  CONTINUE GOING
 CK5996'NORTHEAST ALONG STATE ROUTE 169 FOR 0.75 KM (0.45 MI)  TO THE
 CK5996'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTHEAST ALONG STATE
 CK5996'ROUTE 169 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 CK5996'
 CK5996'THE STATION IS A STANDARD GADT DISK
 CK5996'STAMPED---054-205 1982---,
 CK5996'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5996'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5996'14.54 METERS (47.7 FT) SOUTHEAST FROM THE CENTERLINE OF
 CK5996'STATE ROUTE 169,
 CK5996'34.63 METERS (113.6 FT) SOUTHEAST FROM THE NORTHEAST CORNER
 CK5996'OF A BRICK WALL ON THE NORTH SIDE OF THE ROAD,
 CK5996'36.12 METERS (118.5 FT) EAST-SOUTHEAST FROM A POWER POLE ON
 CK5996'THE NORTH SIDE OF THE ROAD, AND
 CK5996'1.01 METERS (3.3 FT) NORTHWEST FROM A WITNESS POST.
 CK5996'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5996'STAMPED---054-205 1982---,
 CK5996'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5996'
 CK5996'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5996'STAMPED---054-205 1982 RM 1---,
 CK5996'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5996'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5996'13.35 METERS (43.80 FT) SOUTHEAST FROM THE CENTERLINE OF
 CK5996'STATE ROUTE 169,
 CK5996'34.05 METERS (111.7 FT) SOUTH-SOUTHEAST FROM THE POWER POLE
 CK5996'ON THE NORTH SIDE OF THE ROAD,
 CK5996'36.82 METERS (120.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE
 CK5996'BRICK WALL ON THE NORTH SIDE OF THE ROAD, AND
 CK5996'2.19 METERS (7.2 FT) NORTHWEST FROM A WITNESS POST.
 CK5996'MARK IS BELOW STATION .45 METERS.
 CK5996'
 CK5996'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5996'STAMPED---054-205 1982 AZ MK---,
 CK5996'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5996'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5996'14.94 METERS (49 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK5996'ROUTE 169,
 CK5996'9.36 METERS (30.70 FT) SOUTH FROM A 3 INCH PINE TREE,
 CK5996'1.49 METERS (4.9 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 CK5996'0.82 METER (2.7 FT) SOUTHEAST FROM A WITNESS POST.
 CK5996'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5996'STAMPED---054-205 1982 AZ MK---,
 CK5996'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK5996'
 CK5996'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5996'
 CK5996'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5996'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5996'
 CK5996'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5997 ***********************************************************************
 CK5997  DESIGNATION -  BV 054 205 AZ MK
 CK5997  PID         -  CK5997
 CK5997  STATE/COUNTY-  GA/EVANS
 CK5997  USGS QUAD   -  CLAXTON (1976)
 CK5997
 CK5997                         *CURRENT SURVEY CONTROL
 CK5997  ___________________________________________________________________
 CK5997* NAD 83(1994)-  32 12 20.53272(N)    081 56 51.58195(W)     ADJUSTED  
 CK5997* NAVD 88     -        50.     (meters)     164.     (feet)  VERTCON   
 CK5997  ___________________________________________________________________
 CK5997  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CK5997  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CK5997
 CK5997  HORZ ORDER  -  SECOND
 CK5997
 CK5997.The horizontal coordinates were established by classical geodetic methods
 CK5997.and adjusted by the National Geodetic Survey in September 1997..
 CK5997.No horizontal observational check was made to the station.
 CK5997
 CK5997.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5997
 CK5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5997
 CK5997.The geoid height was determined by GEOID03.
 CK5997
 CK5997;                    North         East     Units Scale Factor Converg.
 CK5997;SPC GA E     -   244,545.790   220,646.093   MT  0.99990525   +0 07 00.2
 CK5997;SPC GA E     -   802,313.98    723,903.06   sFT  0.99990525   +0 07 00.2
 CK5997;UTM  17      - 3,563,630.421   410,686.939   MT  0.99969837   -0 30 18.4
 CK5997
 CK5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5997!SPC GA E     -   0.99999677  x   0.99990525  =   0.99990202
 CK5997!UTM  17      -   0.99999677  x   0.99969837  =   0.99969514
 CK5997
 CK5997                          SUPERSEDED SURVEY CONTROL
 CK5997
 CK5997  NAD 83(1986)-  32 12 20.53525(N)    081 56 51.58402(W) AD(       ) 2
 CK5997  NGVD 29 (10/08/91)   50.     (m)          164.     (f) VERT ANG       
 CK5997
 CK5997.Superseded values are not recommended for survey control.
 CK5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5997.See file dsdata.txt to determine how the superseded data were derived.
 CK5997
 CK5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1068763630(NAD 83)
 CK5997_MARKER: DD = SURVEY DISK
 CK5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5997+STABILITY: SURFACE MOTION
 CK5997
 CK5997  HISTORY     - Date     Condition        Report By
 CK5997  HISTORY     - 1982     MONUMENTED       GADT
 CK5997
 CK5997                          STATION DESCRIPTION
 CK5997
 CK5997'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5997'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) NORTH-NORTHEAST
 CK5997'FROM BELLVILLE, 6.5 KM (4.05 MI) NORTH OF CLAXTON, AND
 CK5997'8.45 KM (5.25 MI) NORTHEAST OF MANASSAS.
 CK5997'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5997'
 CK5997'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 129 AND
 CK5997'STATE ROUTE 169 LOCATED 6.85 KM (4.25 MI) NORTHWEST OF CLAXTON,
 CK5997'GO NORTHEAST ALONG STATE ROUTE 169 FOR 0.9 KM (0.55 MI) TO THE
 CK5997'SOUTH END OF A BRIDGE CROSSING THE CANOOCHEE RIVER.  CONTINUE
 CK5997'GOING NORTHEAST ALONG STATE ROUTE 169 FOR 0.75 KM (0.45 MI) TO
 CK5997'THE STATION ON THE LEFT.
 CK5997'
 CK5997'THE STATION IS A STANDARD GADT DISK
 CK5997'STAMPED---054-205 1982 AZ MK---,
 CK5997'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5997'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5997'14.94 METERS (49 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK5997'ROUTE 169,
 CK5997'9.36 METERS (30.70 FT) SOUTH FROM A 3 INCH PINE TREE,
 CK5997'1.49 METERS (4.9 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 CK5997'0.82 METER (2.7 FT) SOUTHEAST FROM A WITNESS POST.
 CK5997'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5997'STAMPED---054-205 1982 AZ MK---,
 CK5997'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK5997'
 CK5997'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5997'
 CK5997'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP EVANS
 CK5997'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5997'
 CK5997'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5998 ***********************************************************************
 CK5998  DESIGNATION -  BV 054 205 RM 1
 CK5998  PID         -  CK5998
 CK5998  STATE/COUNTY-  GA/EVANS
 CK5998  USGS QUAD   -  CLAXTON (1976)
 CK5998
 CK5998                         *CURRENT SURVEY CONTROL
 CK5998  ___________________________________________________________________
 CK5998* NAD 83(1994)-  32 12 29.22603(N)    081 56 37.76650(W)     ADJUSTED  
 CK5998* NAVD 88     -        55.0    (meters)     180.     (feet)  VERTCON   
 CK5998  ___________________________________________________________________
 CK5998  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CK5998  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CK5998
 CK5998  HORZ ORDER  -  SECOND
 CK5998
 CK5998.The horizontal coordinates were established by classical geodetic methods
 CK5998.and adjusted by the National Geodetic Survey in September 1997..
 CK5998
 CK5998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5998
 CK5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5998
 CK5998.The geoid height was determined by GEOID03.
 CK5998
 CK5998;                    North         East     Units Scale Factor Converg.
 CK5998;SPC GA E     -   244,814.287   221,007.321   MT  0.99990544   +0 07 07.6
 CK5998;SPC GA E     -   803,194.87    725,088.19   sFT  0.99990544   +0 07 07.6
 CK5998;UTM  17      - 3,563,894.926   411,050.983   MT  0.99969757   -0 30 11.1
 CK5998
 CK5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5998!SPC GA E     -   0.99999602  x   0.99990544  =   0.99990146
 CK5998!UTM  17      -   0.99999602  x   0.99969757  =   0.99969359
 CK5998
 CK5998                          SUPERSEDED SURVEY CONTROL
 CK5998
 CK5998  NAD 83(1986)-  32 12 29.22855(N)    081 56 37.76858(W) AD(       ) 2
 CK5998  NGVD 29 (10/08/91)   55.2    (m)          181.     (f) H LEVEL        
 CK5998
 CK5998.Superseded values are not recommended for survey control.
 CK5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5998.See file dsdata.txt to determine how the superseded data were derived.
 CK5998
 CK5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1105163895(NAD 83)
 CK5998_MARKER: DD = SURVEY DISK
 CK5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5998+STABILITY: SURFACE MOTION
 CK5998
 CK5998  HISTORY     - Date     Condition        Report By
 CK5998  HISTORY     - 1982     MONUMENTED       GADT
 CK5998
 CK5998                          STATION DESCRIPTION
 CK5998
 CK5998'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5998'THE STATION IS LOCATED APPROXIMATELY 6.45 KM (4 MI) NORTHWEST OF
 CK5998'CLAXTON, 6.85 KM (4.25 MI) NORTH-NORTHEAST OF BELLVILLE, AND 9 KM
 CK5998'(5.6 MI) NORTHEAST OF MANASSAS.
 CK5998'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK5998'
 CK5998'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 129 AND
 CK5998'SATE ROUTE 169 LOCATED 6.85 KM (4.25 MI) NORTHWEST OF CLAXTON,
 CK5998'GO NORTHEAST ALONG STATE ROUTE 169 FOR 0.9 KM (0.55 MI) TO THE
 CK5998'SOUTH END OF A BRIDGE OVER THE CANOOCHEE RIVER.  CONTINUE GOING
 CK5998'NORTHEAST ALONG STATE ROUTE 169 FOR 1.25 KM (0.75 MI) TO THE
 CK5998'STATION ON THE RIGHT.
 CK5998'
 CK5998'THE STATION IS A STANDARD GADT DISK
 CK5998'STAMPED---054-205 1982 RM 1---,
 CK5998'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5998'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5998'13.35 METERS (43.80 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 CK5998'ROUTE 169,
 CK5998'34.05 METERS (111.7 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE
 CK5998'NORTH SIDE OF THE ROAD,
 CK5998'36.82 METERS (120.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 CK5998'BRICK WALL ON THE NORTH SIDE OF THE ROAD, AND
 CK5998'2.19 METERS (7.2 FT) NORTHWEST FROM A WITNESS POST.
 CK5998'
 CK5998'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5998'
 CK5998'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5998'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5998'
 CK5998'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5999 ***********************************************************************
 CK5999  DESIGNATION -  BV 054 206
 CK5999  PID         -  CK5999
 CK5999  STATE/COUNTY-  GA/EVANS
 CK5999  USGS QUAD   -  CLAXTON (1976)
 CK5999
 CK5999                         *CURRENT SURVEY CONTROL
 CK5999  ___________________________________________________________________
 CK5999* NAD 83(1994)-  32 11 42.55799(N)    081 59 02.83821(W)     ADJUSTED  
 CK5999* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 CK5999  ___________________________________________________________________
 CK5999  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CK5999  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CK5999
 CK5999  HORZ ORDER  -  SECOND
 CK5999
 CK5999.The horizontal coordinates were established by classical geodetic methods
 CK5999.and adjusted by the National Geodetic Survey in September 1997..
 CK5999
 CK5999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK5999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK5999
 CK5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK5999
 CK5999.The geoid height was determined by GEOID03.
 CK5999
 CK5999;                    North         East     Units Scale Factor Converg.
 CK5999;SPC GA E     -   243,369.755   217,210.901   MT  0.99990365   +0 05 50.1
 CK5999;SPC GA E     -   798,455.60    712,632.76   sFT  0.99990365   +0 05 50.1
 CK5999;UTM  17      - 3,562,491.960   407,239.885   MT  0.99970611   -0 31 27.8
 CK5999
 CK5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK5999!SPC GA E     -   0.99999569  x   0.99990365  =   0.99989934
 CK5999!UTM  17      -   0.99999569  x   0.99970611  =   0.99970180
 CK5999
 CK5999                          SUPERSEDED SURVEY CONTROL
 CK5999
 CK5999  NAD 83(1986)-  32 11 42.56056(N)    081 59 02.84032(W) AD(       ) 2
 CK5999  NGVD 29 (10/08/91)   57.3    (m)          188.     (f) VERT ANG       
 CK5999
 CK5999.Superseded values are not recommended for survey control.
 CK5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5999.See file dsdata.txt to determine how the superseded data were derived.
 CK5999
 CK5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0724062492(NAD 83)
 CK5999_MARKER: DD = SURVEY DISK
 CK5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK5999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK5999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK5999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK5999+STABILITY: SURFACE MOTION
 CK5999
 CK5999  HISTORY     - Date     Condition        Report By
 CK5999  HISTORY     - 1982     MONUMENTED       GADT
 CK5999
 CK5999                          STATION DESCRIPTION
 CK5999
 CK5999'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK5999'THE STATION IS LOCATED APPROXIMATELY 4.85 KM (3 MI) NORTH OF
 CK5999'BELLVILLE, 5 KM (3.1 MI) NORTHEAST OF MANASSAS, AND 8.55 KM
 CK5999'(5.3 MI) WEST-NORTHWEST OF CLAXTON.
 CK5999'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK5999'
 CK5999'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 169 AND
 CK5999'STATE ROUTE 292 IN BELLVILLE, GO NORTH ALONG STATE ROUTE 169 FOR
 CK5999'1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 28 FORKING
 CK5999'TO THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 169 FOR
 CK5999'3.45 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 20
 CK5999'CROSSING.  TURN LEFT GOING WEST ALONG COUNTY ROAD 20 FOR 1.75 KM
 CK5999'(1.1 MI) TO THE STATION ON THE LEFT.
 CK5999'
 CK5999'THE STATION IS A STANDARD GADT DISK
 CK5999'STAMPED---054-206 1982---,
 CK5999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5999'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK5999'11.89 METERS (39 FT) SOUTH FROM THE CENTERLINE OF PAVED COUNTY
 CK5999'ROAD 20,
 CK5999'33.80 METERS (110.9 FT) SOUTHWEST FROM A POWER POLE ON THE NORTH
 CK5999'SIDE OF THE ROAD,
 CK5999'53.95 METERS (177 FT) EAST-SOUTHEAST FROM A RIGHT OF WAY MARKER
 CK5999'ON THE NORTH SIDE OF THE ROAD,
 CK5999'1.43 METERS (4.7 FT) WEST-NORTHWEST FROM AN UNDERGROUND TELEPHONE
 CK5999'CABLE WARNING POST, AND
 CK5999'0.85 METER (2.8 FT) NORTH FROM A WITNESS POST.
 CK5999'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK5999'STAMPED---054-206 1982---,
 CK5999'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK5999'
 CK5999'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5999'STAMPED---054-206 1982---,
 CK5999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5999'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK5999'6.0 METERS (19.7 FT) NORTH FROM THE CENTERLINE OF PAVED COUNTY
 CK5999'ROAD 20,
 CK5999'24.57 METERS (80.6 FT) WEST-SOUTHWEST FROM THE POWER POLE,
 CK5999'43.74 METERS (143.5 FT) EAST-SOUTHEAST FROM THE RIGHT OF WAY
 CK5999'MARKER, AND
 CK5999'7.92 METERS (26 FT) SOUTH FROM A WITNESS POST SET AT THE
 CK5999'FENCELINE.
 CK5999'MARK IS LEVEL WITH STATION.
 CK5999'
 CK5999'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK5999'STAMPED---054-206 1982 AZ MK---,
 CK5999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK5999'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK5999'12.98 METERS (42.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK5999'PAVED COUNTY ROAD 20,
 CK5999'8.69 METERS (28.5 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF DIRT
 CK5999'COUNTY ROAD 11,
 CK5999'5.64 METERS (18.5 FT) WEST-NORTHWEST FROM THE WEST END OF AN 18
 CK5999'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DIRT ROAD, AND
 CK5999'0.91 METER (3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK5999'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG COUNTY
 CK5999'ROAD 20 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 CK5999'11 CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 CK5999'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK5999'STAMPED---054-206 1982 AZ MK---,
 CK5999'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW
 CK5999'THE SURFACE OF THE GROUND.
 CK5999'
 CK5999'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK5999'
 CK5999'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK5999'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK5999'
 CK5999'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6000 ***********************************************************************
 CK6000  DESIGNATION -  BV 054 206 AZ MK
 CK6000  PID         -  CK6000
 CK6000  STATE/COUNTY-  GA/EVANS
 CK6000  USGS QUAD   -  CLAXTON (1976)
 CK6000
 CK6000                         *CURRENT SURVEY CONTROL
 CK6000  ___________________________________________________________________
 CK6000* NAD 83(1994)-  32 11 42.85678(N)    081 59 24.09577(W)     ADJUSTED  
 CK6000* NAVD 88     -        53.     (meters)     174.     (feet)  VERTCON   
 CK6000  ___________________________________________________________________
 CK6000  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CK6000  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CK6000
 CK6000  HORZ ORDER  -  SECOND
 CK6000
 CK6000.The horizontal coordinates were established by classical geodetic methods
 CK6000.and adjusted by the National Geodetic Survey in September 1997..
 CK6000.No horizontal observational check was made to the station.
 CK6000
 CK6000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6000
 CK6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6000
 CK6000.The geoid height was determined by GEOID03.
 CK6000
 CK6000;                    North         East     Units Scale Factor Converg.
 CK6000;SPC GA E     -   243,378.028   216,654.155   MT  0.99990342   +0 05 38.8
 CK6000;SPC GA E     -   798,482.75    710,806.17   sFT  0.99990342   +0 05 38.8
 CK6000;UTM  17      - 3,562,506.270   406,683.371   MT  0.99970739   -0 31 39.1
 CK6000
 CK6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6000!SPC GA E     -   0.99999625  x   0.99990342  =   0.99989967
 CK6000!UTM  17      -   0.99999625  x   0.99970739  =   0.99970364
 CK6000
 CK6000                          SUPERSEDED SURVEY CONTROL
 CK6000
 CK6000  NAD 83(1986)-  32 11 42.85936(N)    081 59 24.09789(W) AD(       ) 2
 CK6000  NGVD 29 (10/08/91)   54.     (m)          177.     (f) VERT ANG       
 CK6000
 CK6000.Superseded values are not recommended for survey control.
 CK6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6000.See file dsdata.txt to determine how the superseded data were derived.
 CK6000
 CK6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0668362506(NAD 83)
 CK6000_MARKER: DD = SURVEY DISK
 CK6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6000+STABILITY: SURFACE MOTION
 CK6000
 CK6000  HISTORY     - Date     Condition        Report By
 CK6000  HISTORY     - 1982     MONUMENTED       GADT
 CK6000
 CK6000                          STATION DESCRIPTION
 CK6000
 CK6000'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6000'THE STATION IS LOCATED ABOUT 4.65 KM (2.9 MI) NORTHEAST OF
 CK6000'MANASSAS , 5 KM (3.1 MI) NORTH OF BELLVILLE, AND 9.1 KM (5.65 MI)
 CK6000'WEST-NORTHWEST OF CLAXTON.
 CK6000'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK6000'
 CK6000'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 169 AND
 CK6000'STATE ROUTE 292 IN BELLVILLE, GO NORTH ALONG STATE ROUTE 169
 CK6000'FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 28
 CK6000'FORKING TO  THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 169
 CK6000'FOR 3.45 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 20
 CK6000'CROSSING.  TURN LEFT GOING WEST ALONG COUNTY ROAD 20 FOR 2.4 KM
 CK6000'(1.5 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 11 CROSSING AND THE
 CK6000'STATION ON THE RIGHT.
 CK6000'
 CK6000'THE STATION IS A STANDARD GADT DISK
 CK6000'STAMPED---054-206 1982 AZ MK---,
 CK6000'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6000'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6000'12.98 METERS (42.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK6000'PAVED COUNTY ROAD 20,
 CK6000'8.69 METERS (28.5 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK6000'DIRT COUNTY ROAD 11,
 CK6000'5.64 METERS (18.5 FT) WEST-NORTHWEST FROM THE WEST END OF AN 18
 CK6000'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DIRT ROAD, AND
 CK6000'0.91 METER (3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK6000'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6000'STAMPED---054-206 1982 AZ MK---,
 CK6000'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK6000'
 CK6000'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6000'
 CK6000'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6000'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6000'
 CK6000'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6001 ***********************************************************************
 CK6001  DESIGNATION -  BV 054 206 RM 1
 CK6001  PID         -  CK6001
 CK6001  STATE/COUNTY-  GA/EVANS
 CK6001  USGS QUAD   -  CLAXTON (1976)
 CK6001
 CK6001                         *CURRENT SURVEY CONTROL
 CK6001  ___________________________________________________________________
 CK6001* NAD 83(1994)-  32 11 43.15225(N)    081 59 03.00386(W)     ADJUSTED  
 CK6001* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 CK6001  ___________________________________________________________________
 CK6001  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CK6001  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CK6001
 CK6001  HORZ ORDER  -  SECOND
 CK6001
 CK6001.The horizontal coordinates were established by classical geodetic methods
 CK6001.and adjusted by the National Geodetic Survey in September 1997..
 CK6001
 CK6001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6001
 CK6001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6001
 CK6001.The geoid height was determined by GEOID03.
 CK6001
 CK6001;                    North         East     Units Scale Factor Converg.
 CK6001;SPC GA E     -   243,388.051   217,206.531   MT  0.99990365   +0 05 50.1
 CK6001;SPC GA E     -   798,515.63    712,618.43   sFT  0.99990365   +0 05 50.1
 CK6001;UTM  17      - 3,562,510.299   407,235.715   MT  0.99970612   -0 31 27.9
 CK6001
 CK6001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6001!SPC GA E     -   0.99999565  x   0.99990365  =   0.99989930
 CK6001!UTM  17      -   0.99999565  x   0.99970612  =   0.99970177
 CK6001
 CK6001                          SUPERSEDED SURVEY CONTROL
 CK6001
 CK6001  NAD 83(1986)-  32 11 43.15483(N)    081 59 03.00597(W) AD(       ) 2
 CK6001  NGVD 29 (10/08/91)   57.5    (m)          189.     (f) H LEVEL        
 CK6001
 CK6001.Superseded values are not recommended for survey control.
 CK6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6001.See file dsdata.txt to determine how the superseded data were derived.
 CK6001
 CK6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0723662510(NAD 83)
 CK6001_MARKER: DD = SURVEY DISK
 CK6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6001+STABILITY: SURFACE MOTION
 CK6001
 CK6001  HISTORY     - Date     Condition        Report By
 CK6001  HISTORY     - 1982     MONUMENTED       GADT
 CK6001
 CK6001                          STATION DESCRIPTION
 CK6001
 CK6001'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6001'THE STATION IS LOCATED APPROXIMATELY 4.85 KM (3 MI) NORTH FROM
 CK6001'BELLVILLE, 5 KM (3.1 MI) NORTHEAST OF MANASSAS, AND 8.55 KM
 CK6001'(5.3 MI) WEST-NORTHWEST OF CLAXTON.
 CK6001'OWNERSHIP--EVANS COUNTY RIGHT OF WAY.
 CK6001'
 CK6001'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 169 AND
 CK6001'STATE ROUTE 292 IN BELLVILLE, GO NORTH ALONG STATE ROUTE 169 FOR
 CK6001'1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 28
 CK6001'FORKING TO THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 169
 CK6001'FOR 3.45 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 20
 CK6001'CROSSING.  TURN LEFT GOING WEST ALONG COUNTY ROAD 20 FOR 1.75 KM
 CK6001'(1.1 MI) TO THE STATION ON THE RIGHT.
 CK6001'
 CK6001'THE STATION IS A STANDARD GADT DISK
 CK6001'STAMPED---054-206 1982 RM 1---,
 CK6001'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6001'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6001'6.0 METERS (19.7 FT) NORTH FROM THE CENTERLINE OF PAVED COUNTY
 CK6001'ROAD 20,
 CK6001'24.57 METERS (80.6 FT) WEST-SOUTHWEST FROM A POWER POLE,
 CK6001'43.74 METERS (143.5 FT) EAST-SOUTHEAST FROM A RIGHT OF WAY MARKER,
 CK6001'AND
 CK6001'7.92 METERS (26 FT) SOUTH FROM A WITNESS POST SET AT AT
 CK6001'FENCELINE.
 CK6001'
 CK6001'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6001'
 CK6001'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6001'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6001'
 CK6001'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6002 ***********************************************************************
 CK6002  DESIGNATION -  BV 054 207
 CK6002  PID         -  CK6002
 CK6002  STATE/COUNTY-  GA/EVANS
 CK6002  USGS QUAD   -  CLAXTON (1976)
 CK6002
 CK6002                         *CURRENT SURVEY CONTROL
 CK6002  ___________________________________________________________________
 CK6002* NAD 83(1994)-  32 07 42.13524(N)    081 54 02.65353(W)     ADJUSTED  
 CK6002* NAVD 88     -        37.6    (meters)     123.     (feet)  VERTCON   
 CK6002  ___________________________________________________________________
 CK6002  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK6002  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK6002
 CK6002  HORZ ORDER  -  SECOND
 CK6002
 CK6002.The horizontal coordinates were established by classical geodetic methods
 CK6002.and adjusted by the National Geodetic Survey in September 1997..
 CK6002
 CK6002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6002
 CK6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6002
 CK6002.The geoid height was determined by GEOID03.
 CK6002
 CK6002;                    North         East     Units Scale Factor Converg.
 CK6002;SPC GA E     -   235,981.190   225,090.977   MT  0.99990776   +0 08 29.1
 CK6002;SPC GA E     -   774,214.95    738,485.98   sFT  0.99990776   +0 08 29.1
 CK6002;UTM  17      - 3,555,019.969   415,037.787   MT  0.99968902   -0 28 44.6
 CK6002
 CK6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6002!SPC GA E     -   0.99999876  x   0.99990776  =   0.99990652
 CK6002!UTM  17      -   0.99999876  x   0.99968902  =   0.99968778
 CK6002
 CK6002                          SUPERSEDED SURVEY CONTROL
 CK6002
 CK6002  NAD 83(1986)-  32 07 42.13821(N)    081 54 02.65913(W) AD(       ) 2
 CK6002  NGVD 29 (10/08/91)   37.9    (m)          124.     (f) VERT ANG       
 CK6002
 CK6002.Superseded values are not recommended for survey control.
 CK6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6002.See file dsdata.txt to determine how the superseded data were derived.
 CK6002
 CK6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1503855020(NAD 83)
 CK6002_MARKER: DD = SURVEY DISK
 CK6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6002+STABILITY: SURFACE MOTION
 CK6002
 CK6002  HISTORY     - Date     Condition        Report By
 CK6002  HISTORY     - 1982     MONUMENTED       GADT
 CK6002
 CK6002                          STATION DESCRIPTION
 CK6002
 CK6002'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6002'THE STATION IS LOCATED NAPPROXIMATELY 3.7 KM (2.3 MI) SOUTH OF
 CK6002'CLAXTON, 6.6 KM (4.1 MI) WEST-SOUTHWEST OF DAISY, AND 7.55 KM
 CK6002'(4.7 MI) EAST-SOUTHEAST OF BELLVILLE.
 CK6002'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6002'
 CK6002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6002'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND U.S. HIGHWAY 280
 CK6002'(STATE ROUTE 30) IN CLAXTON, GO SOUTH ALONG U.S. HIGHWAY 301
 CK6002'FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 61
 CK6002'TO THE RIGHT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 301
 CK6002'FOR 0.1 KM (0.05 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CK6002'CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 301 FOR 0.4 KM (0.25 MI)
 CK6002'TO THE STATION ON THE LEFT.
 CK6002'
 CK6002'THE STATION IS A STANDARD GADT DISK
 CK6002'STAMPED---054-207 1982---,
 CK6002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6002'FLUSH WITH GROUND.  IT IS LOCATED
 CK6002'15.06 METERS (49.4 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6002'U.S. HIGHWAY 301,
 CK6002'15.12 METERS (49.6 FT) NORTHWEST FROM A POWER POLE,
 CK6002'7.07 METERS (23.2 FT) WEST-SOUTHWEST FROM THE EASTERN MOST POLE
 CK6002'OF A BILLBOARD SIGN,
 CK6002'1.37 METERS (4.5 FT) SOUTH FROM THE WESTERN MOST POLE OF THE
 CK6002'BILLBOARD SIGN, AND
 CK6002'0.91 METER (3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6002'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6002'STAMPED---054-207 1982---,
 CK6002'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6002'
 CK6002'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6002'STAMPED---054-207 1982 RM 1---,
 CK6002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6002'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6002'12.8 METERS (42 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 301,
 CK6002'13.72 METERS (45 FT) SOUTHWEST FROM THE POWER POLE,
 CK6002'21.58 METERS (70.8 FT) SOUTH-SOUTHWEST FROM THE EASTERN MOST POLE
 CK6002'OF THE BILLBOARD SIGN, AND
 CK6002'1.01 METERS (3.3 FT) WEST FROM A WITNESS POST.
 CK6002'MARK IS BELOW STATION 0.75 METERS.
 CK6002'
 CK6002'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6002'STAMPED---054-207 1982 AZ MK---,
 CK6002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6002'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6002'19.99 METERS (65.6 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 CK6002'301,
 CK6002'14.08 METERS (46.2 FT) SOUTH FROM THE WESTERN MOST POST OF A
 CK6002'BILLBOARD SIGN,
 CK6002'9.75 METERS (32 FT) SOUTH-SOUTHWEST FROM THE EASTERN MOST POST
 CK6002'OF THE BILLBOARD SIGN, AND
 CK6002'0.85 METER (2.8 FT) WEST FROM A WITNESS POST.
 CK6002'
 CK6002'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6002'
 CK6002'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6002'STAMPED---054-207 1982 AZ MK---,
 CK6002'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK6002'
 CK6002'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6002'CUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6002'
 CK6002'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6003 ***********************************************************************
 CK6003  DESIGNATION -  BV 054 207 AZ MK
 CK6003  PID         -  CK6003
 CK6003  STATE/COUNTY-  GA/EVANS
 CK6003  USGS QUAD   -  CLAXTON (1976)
 CK6003
 CK6003                         *CURRENT SURVEY CONTROL
 CK6003  ___________________________________________________________________
 CK6003* NAD 83(1994)-  32 07 54.70136(N)    081 54 04.19219(W)     ADJUSTED  
 CK6003* NAVD 88     -        45.     (meters)     148.     (feet)  VERTCON   
 CK6003  ___________________________________________________________________
 CK6003  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK6003  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK6003
 CK6003  HORZ ORDER  -  SECOND
 CK6003
 CK6003.The horizontal coordinates were established by classical geodetic methods
 CK6003.and adjusted by the National Geodetic Survey in September 1997..
 CK6003.No horizontal observational check was made to the station.
 CK6003
 CK6003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6003
 CK6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6003
 CK6003.The geoid height was determined by GEOID03.
 CK6003
 CK6003;                    North         East     Units Scale Factor Converg.
 CK6003;SPC GA E     -   236,368.121   225,049.697   MT  0.99990774   +0 08 28.4
 CK6003;SPC GA E     -   775,484.41    738,350.55   sFT  0.99990774   +0 08 28.4
 CK6003;UTM  17      - 3,555,407.241   415,000.708   MT  0.99968910   -0 28 45.6
 CK6003
 CK6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6003!SPC GA E     -   0.99999763  x   0.99990774  =   0.99990537
 CK6003!UTM  17      -   0.99999763  x   0.99968910  =   0.99968673
 CK6003
 CK6003                          SUPERSEDED SURVEY CONTROL
 CK6003
 CK6003  NAD 83(1986)-  32 07 54.70428(N)    081 54 04.19780(W) AD(       ) 2
 CK6003  NGVD 29 (10/08/91)   45.     (m)          148.     (f) VERT ANG       
 CK6003
 CK6003.Superseded values are not recommended for survey control.
 CK6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6003.See file dsdata.txt to determine how the superseded data were derived.
 CK6003
 CK6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1500155407(NAD 83)
 CK6003_MARKER: DD = SURVEY DISK
 CK6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6003+STABILITY: SURFACE MOTION
 CK6003
 CK6003  HISTORY     - Date     Condition        Report By
 CK6003  HISTORY     - 1982     MONUMENTED       GADT
 CK6003
 CK6003                          STATION DESCRIPTION
 CK6003
 CK6003'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6003'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) EAST-SOUTHEAST
 CK6003'FROM BELLVILLE, 3.2 KM (2 MI) SOUTH FROM CLAXTON, AND 6.5 KM
 CK6003'(4.05 MI) WEST-SOUTHWEST OF DAISY.
 CK6003'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6003'
 CK6003'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6003'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND U.S. HIGHWAY 280
 CK6003'(STATE ROUTE 30) IN CLAXTON, GO SOUTH ALONG U.S. HIGHWAY 301
 CK6003'FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 61 TO
 CK6003'THE RIGHT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 301 FOR
 CK6003'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 CK6003'
 CK6003'THE STATION IS A STANDARD GADT DISK
 CK6003'STAMPED---054-207 1982 AZ MK---,
 CK6003'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6003'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6003'19.99 METERS (65.6 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 CK6003'301,
 CK6003'14.08 METERS (46.2 FT) SOUTH FROM THE WESTERN MOST POST OF A
 CK6003'BILLBOARD SIGN,
 CK6003'9.75 METERS (32 FT) SOUTH-SOUTHWEST FROM THE EASTERN MOST POST
 CK6003'OF THE BILLBOARD SIGN, AND
 CK6003'0.85 METER (2.8 FT) WEST FROM A WITNESS POST.
 CK6003'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6003'STAMPED---054-207 1982 AZ MK---,
 CK6003'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK6003'
 CK6003'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6003'
 CK6003'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6003'CUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6003'
 CK6003'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6004 ***********************************************************************
 CK6004  DESIGNATION -  BV 054 207 RM 1
 CK6004  PID         -  CK6004
 CK6004  STATE/COUNTY-  GA/EVANS
 CK6004  USGS QUAD   -  CLAXTON (1976)
 CK6004
 CK6004                         *CURRENT SURVEY CONTROL
 CK6004  ___________________________________________________________________
 CK6004* NAD 83(1994)-  32 07 41.45767(N)    081 54 02.73957(W)     ADJUSTED  
 CK6004* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 CK6004  ___________________________________________________________________
 CK6004  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 CK6004  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK6004
 CK6004  HORZ ORDER  -  SECOND
 CK6004
 CK6004.The horizontal coordinates were established by classical geodetic methods
 CK6004.and adjusted by the National Geodetic Survey in September 1997..
 CK6004
 CK6004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6004
 CK6004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6004
 CK6004.The geoid height was determined by GEOID03.
 CK6004
 CK6004;                    North         East     Units Scale Factor Converg.
 CK6004;SPC GA E     -   235,960.315   225,088.774   MT  0.99990776   +0 08 29.1
 CK6004;SPC GA E     -   774,146.47    738,478.75   sFT  0.99990776   +0 08 29.1
 CK6004;UTM  17      - 3,554,999.125   415,035.358   MT  0.99968902   -0 28 44.6
 CK6004
 CK6004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6004!SPC GA E     -   0.99999886  x   0.99990776  =   0.99990662
 CK6004!UTM  17      -   0.99999886  x   0.99968902  =   0.99968788
 CK6004
 CK6004                          SUPERSEDED SURVEY CONTROL
 CK6004
 CK6004  NAD 83(1986)-  32 07 41.46063(N)    081 54 02.74517(W) AD(       ) 2
 CK6004  NGVD 29 (10/08/91)   37.2    (m)          122.     (f) H LEVEL        
 CK6004
 CK6004.Superseded values are not recommended for survey control.
 CK6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6004.See file dsdata.txt to determine how the superseded data were derived.
 CK6004
 CK6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1503554999(NAD 83)
 CK6004_MARKER: DD = SURVEY DISK
 CK6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6004+STABILITY: SURFACE MOTION
 CK6004
 CK6004  HISTORY     - Date     Condition        Report By
 CK6004  HISTORY     - 1982     MONUMENTED       GADT
 CK6004
 CK6004                          STATION DESCRIPTION
 CK6004
 CK6004'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6004'THE STATION IS LOCATED APPROXIMATELY 3.7 KM (2.3 MI) SOUTH
 CK6004'OF CLAXTON, 6.6 KM (4.1 MI) WEST-SOUTHWEST OF DAISY, AND 7.55
 CK6004'KM (4.7 MI) EAST-SOUTHEAST OF BELLVILLE.
 CK6004'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6004'
 CK6004'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6004'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND U.S. HIGHWAY 280
 CK6004'(STATE ROUTE 30) IN CLAXTON, GO SOUTH ALONG U.S. HIGHWAY 301
 CK6004'FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 61
 CK6004'TO THE RIGHT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 301
 CK6004'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 CK6004'
 CK6004'THE STATION IS A STANDARD GADT DISK
 CK6004'STAMPED---054-207 1982 RM 1---,
 CK6004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6004'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6004'12.8 METERS (42 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 301,
 CK6004'13.72 METERS (45 FT) SOUTHWEST FROM A POWER POLE,
 CK6004'21.58 METERS (70.8 FT) SOUTH-SOUTHWEST FROM THE EASTERN MOST
 CK6004'POST OF A BILLBOARD SIGN, AND
 CK6004'1.01 METERS (3.3 FT) WEST FROM A WITNESS POST.
 CK6004'
 CK6004'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6004'
 CK6004'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6004'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6004'
 CK6004'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6005 ***********************************************************************
 CK6005  DESIGNATION -  BV 054 208
 CK6005  PID         -  CK6005
 CK6005  STATE/COUNTY-  GA/EVANS
 CK6005  USGS QUAD   -  DEANS CROSSING (1975)
 CK6005
 CK6005                         *CURRENT SURVEY CONTROL
 CK6005  ___________________________________________________________________
 CK6005* NAD 83(1994)-  32 03 25.19812(N)    081 54 35.36688(W)     ADJUSTED  
 CK6005* NAVD 88     -        58.0    (meters)     190.     (feet)  VERTCON   
 CK6005  ___________________________________________________________________
 CK6005  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK6005  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK6005
 CK6005  HORZ ORDER  -  SECOND
 CK6005
 CK6005.The horizontal coordinates were established by classical geodetic methods
 CK6005.and adjusted by the National Geodetic Survey in September 1997..
 CK6005
 CK6005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6005
 CK6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6005
 CK6005.The geoid height was determined by GEOID03.
 CK6005
 CK6005;                    North         East     Units Scale Factor Converg.
 CK6005;SPC GA E     -   228,065.601   224,252.442   MT  0.99990725   +0 08 10.8
 CK6005;SPC GA E     -   748,245.23    735,734.89   sFT  0.99990725   +0 08 10.8
 CK6005;UTM  17      - 3,547,115.635   414,113.867   MT  0.99969097   -0 28 58.5
 CK6005
 CK6005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6005!SPC GA E     -   0.99999555  x   0.99990725  =   0.99990280
 CK6005!UTM  17      -   0.99999555  x   0.99969097  =   0.99968652
 CK6005
 CK6005                          SUPERSEDED SURVEY CONTROL
 CK6005
 CK6005  NAD 83(1986)-  32 03 25.20195(N)    081 54 35.37285(W) AD(       ) 2
 CK6005  NGVD 29 (10/08/91)   58.3    (m)          191.     (f) VERT ANG       
 CK6005
 CK6005.Superseded values are not recommended for survey control.
 CK6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6005.See file dsdata.txt to determine how the superseded data were derived.
 CK6005
 CK6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1411447116(NAD 83)
 CK6005_MARKER: DD = SURVEY DISK
 CK6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6005+STABILITY: SURFACE MOTION
 CK6005
 CK6005  HISTORY     - Date     Condition        Report By
 CK6005  HISTORY     - 1982     MONUMENTED       GADT
 CK6005
 CK6005                          STATION DESCRIPTION
 CK6005
 CK6005'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6005'THE STATION IS LOCATED APPROXIMATELY 12.55 KM (7.8 MI)
 CK6005'SOUTH-SOUTHWEST OF DAISY, 13.45 KM (8.35 MI) NORTH OF
 CK6005'GLENNVILLE, AND 15.55 KM (9.65 MI) SOUTHEAST OF MANASSAS.
 CK6005'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6005'
 CK6005'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6005'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 250
 CK6005'LOCATED 7.25 KM (4.5 MI) NORTH OF GLENNVILLE, GO NORTH ALONG
 CK6005'U.S. HIGHWAY 301 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF PAVED
 CK6005'COUNTY ROAD 369 CROSSING.  CONTINUE GOING NORTH ALONG U.S.
 CK6005'HIGHWAY 301 FOR 3.2 KM (2 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CK6005'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 0.5 KM (0.3 MI)
 CK6005'TO THE STATION ON THE RIGHT AT THE TATTNALL-EVANS COUNTY LINE.
 CK6005'
 CK6005'THE STATION IS A STANDARD GADT DISK
 CK6005'STAMPED---054-208 1982---,
 CK6005'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6005'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 CK6005'6.86 METERS (22.5 FT) EAST FROM THE CENTERLINE OF U.S.
 CK6005'HIGHWAY 301,
 CK6005'6.4 METERS (21 FT) NORTH-NORTHEAST FROM HIGHWAY MILE POST MARKER 15,
 CK6005'7.68 METERS (25.2 FT) WEST-NORTHWEST FROM THE LARGEST OF THREE
 CK6005'UNDERGROUND TELEPHONE CABLE PEDESTALS,
 CK6005'1.16 METERS (3.8 FT) NORTH FROM THE EVANS COUNTY LINE SIGN POST,
 CK6005'AND
 CK6005'0.61 METER (2 FT) WEST FROM A WITNESS POST.
 CK6005'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6005'STAMPED---054-208 1982---,
 CK6005'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6005'
 CK6005'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6005'STAMPED---054-208 1982 RM 1---,
 CK6005'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6005'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6005'6.71 METERS (22 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 301,
 CK6005'24.69 METERS (81 FT) NORTH-NORTHWEST FROM THE LARGE UNDERGROUND
 CK6005'TELEPHONE CABLE PEDESTAL,
 CK6005'27.13 METERS (89 FT) NORTH-NORTHEAST FROM MILE POST MARKER 15,
 CK6005'0.94 METER (3.1 FT) WEST FROM A WITNESS POST.
 CK6005'MARK IS LEVEL WITH STATION.
 CK6005'
 CK6005'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6005'STAMPED---054-208 1982 AZ MK---,
 CK6005'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6005'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6005'14.02 METERS (46 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY 301,
 CK6005'6.34
 CK6005'6.34 METERS (20.8 FT) SOUTH-SOUTHEAST FROM A 4 INCH TWIN PINE
 CK6005'TREE,
 CK6005'32 METERS (105 FT) SOUTH FROM THE SOUTH END OF A 24 INCH CONCRETE
 CK6005'SIDE DRAIN PIPE UNDER A WOODS ROAD, AND
 CK6005'1.83 METERS (6 FT) EAST FROM A WITNESS POST.
 CK6005'NO UNDERGROUND MARK SET DUE TO WATER SEEPAGE.
 CK6005'
 CK6005'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6005'
 CK6005'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6005'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6005'
 CK6005'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6006 ***********************************************************************
 CK6006  DESIGNATION -  BV 054 208 AZ MK
 CK6006  PID         -  CK6006
 CK6006  STATE/COUNTY-  GA/EVANS
 CK6006  USGS QUAD   -  DEANS CROSSING (1975)
 CK6006
 CK6006                         *CURRENT SURVEY CONTROL
 CK6006  ___________________________________________________________________
 CK6006* NAD 83(1994)-  32 03 09.75706(N)    081 54 38.13234(W)     ADJUSTED  
 CK6006* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 CK6006  ___________________________________________________________________
 CK6006  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK6006  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK6006
 CK6006  HORZ ORDER  -  SECOND
 CK6006
 CK6006.The horizontal coordinates were established by classical geodetic methods
 CK6006.and adjusted by the National Geodetic Survey in September 1997..
 CK6006
 CK6006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6006
 CK6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6006
 CK6006.The geoid height was determined by GEOID03.
 CK6006
 CK6006;                    North         East     Units Scale Factor Converg.
 CK6006;SPC GA E     -   227,589.856   224,181.034   MT  0.99990721   +0 08 09.2
 CK6006;SPC GA E     -   746,684.39    735,500.61   sFT  0.99990721   +0 08 09.2
 CK6006;UTM  17      - 3,546,640.793   414,037.338   MT  0.99969113   -0 28 59.8
 CK6006
 CK6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6006!SPC GA E     -   0.99999571  x   0.99990721  =   0.99990292
 CK6006!UTM  17      -   0.99999571  x   0.99969113  =   0.99968684
 CK6006
 CK6006                          SUPERSEDED SURVEY CONTROL
 CK6006
 CK6006  NAD 83(1986)-  32 03 09.76090(N)    081 54 38.13837(W) AD(       ) 2
 CK6006  NGVD 29 (10/08/91)   57.2    (m)          188.     (f) VERT ANG       
 CK6006
 CK6006.Superseded values are not recommended for survey control.
 CK6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6006.See file dsdata.txt to determine how the superseded data were derived.
 CK6006
 CK6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1403746641(NAD 83)
 CK6006_MARKER: DD = SURVEY DISK
 CK6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6006+STABILITY: SURFACE MOTION
 CK6006
 CK6006  HISTORY     - Date     Condition        Report By
 CK6006  HISTORY     - 1982     MONUMENTED       GADT
 CK6006
 CK6006                          STATION DESCRIPTION
 CK6006
 CK6006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6006'THE STATION IS LOCATED ABOUT 12.95 KM (8.05 MI) NORTH OF
 CK6006'GLENNVILLE, 13.1 KM (8.15 MI) SOUTH-SOUTHWEST OF DAISY, AND
 CK6006'15.8 KM (9.8 MI) SOUTHEAST OF MANASSAS.
 CK6006'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6006'
 CK6006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6006'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 250
 CK6006'LOCATED 7.25 KM (4.5 MI) NORTH OF GLENNVILLE, GO NORTH ALONG
 CK6006'U.S. HIGHWAY 301 FOR 2.4 KM (1.5 MI) TO THE JUNCTION OF PAVED
 CK6006'COUNTY ROAD 369 CROSSING.  CONTINUE GOING NORTH ALONG
 CK6006'U.S. HIGHWAY 301 FOR 3.2 KM (2 MI) TO THE STATION ON THE LEFT.
 CK6006'
 CK6006'THE STATION IS A STANDARD GADT DISK
 CK6006'STAMPED---054-208 1982 AZ MK---,
 CK6006'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6006'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6006'14.02 METERS (46 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY 301,
 CK6006'6.34 METERS (20.8 FT) SOUTH-SOUTHEAST FROM A 4 INCH TWIN PINE
 CK6006'TREE,
 CK6006'32 METERS (105 FT) SOUTH FROM THE SOUTH END OF A 24 INCH
 CK6006'CONCRETE SIDE DRAIN PIPE UNDER A WOODS ROAD, AND
 CK6006'1.83 METERS (6 FT) EAST FROM A WITNESS POST.
 CK6006'NO UNDERGROUND MARK SET BECAUSE OF WATER SEEPAGE.
 CK6006'
 CK6006'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6006'
 CK6006'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6006'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6006'
 CK6006'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6007 ***********************************************************************
 CK6007  DESIGNATION -  BV 054 208 RM 1
 CK6007  PID         -  CK6007
 CK6007  STATE/COUNTY-  GA/EVANS
 CK6007  USGS QUAD   -  DEANS CROSSING (1975)
 CK6007
 CK6007                         *CURRENT SURVEY CONTROL
 CK6007  ___________________________________________________________________
 CK6007* NAD 83(1994)-  32 03 25.86913(N)    081 54 35.27925(W)     ADJUSTED  
 CK6007* NAVD 88     -        58.1    (meters)     191.     (feet)  VERTCON   
 CK6007  ___________________________________________________________________
 CK6007  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 CK6007  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 CK6007
 CK6007  HORZ ORDER  -  SECOND
 CK6007
 CK6007.The horizontal coordinates were established by classical geodetic methods
 CK6007.and adjusted by the National Geodetic Survey in September 1997..
 CK6007
 CK6007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6007
 CK6007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6007
 CK6007.The geoid height was determined by GEOID03.
 CK6007
 CK6007;                    North         East     Units Scale Factor Converg.
 CK6007;SPC GA E     -   228,086.273   224,254.691   MT  0.99990725   +0 08 10.8
 CK6007;SPC GA E     -   748,313.05    735,742.27   sFT  0.99990725   +0 08 10.8
 CK6007;UTM  17      - 3,547,136.278   414,116.339   MT  0.99969096   -0 28 58.5
 CK6007
 CK6007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6007!SPC GA E     -   0.99999554  x   0.99990725  =   0.99990279
 CK6007!UTM  17      -   0.99999554  x   0.99969096  =   0.99968651
 CK6007
 CK6007                          SUPERSEDED SURVEY CONTROL
 CK6007
 CK6007  NAD 83(1986)-  32 03 25.87296(N)    081 54 35.28521(W) AD(       ) 2
 CK6007  NGVD 29 (10/08/91)   58.3    (m)          191.     (f) H LEVEL        
 CK6007
 CK6007.Superseded values are not recommended for survey control.
 CK6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6007.See file dsdata.txt to determine how the superseded data were derived.
 CK6007
 CK6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1411647136(NAD 83)
 CK6007_MARKER: DD = SURVEY DISK
 CK6007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6007+STABILITY: SURFACE MOTION
 CK6007
 CK6007  HISTORY     - Date     Condition        Report By
 CK6007  HISTORY     - 1982     MONUMENTED       GADT
 CK6007
 CK6007                          STATION DESCRIPTION
 CK6007
 CK6007'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6007'THE STATION IS LOCATED APPROXIMATELY 12.55 KM (7.8 MI)
 CK6007'SOUTH-SOUTHWEST OF DAISY, 13.45 KM (8.35 MI) NORTH OF
 CK6007'GLENNVILLE, AND 15.55 KM (9.65 MI) SOUTHEAST OF MANASSAS.
 CK6007'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6007'
 CK6007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6007'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 250
 CK6007'LOCATED ABOUT 7.25 KM (4.5 MI) NORTH OF GLENNVILLE, GO
 CK6007'NORTH ALONG U.S. HIGHWAY 301 FOR 2.4 KM (1.5 MI) TO THE
 CK6007'JUNCTION OF PAVED COUNTY ROAD 369 CROSSING.  CONTINUE
 CK6007'GOING NORTH ALONG U.S. HIGHWAY 301 FOR 3.7 KM (2.3 MI) TO
 CK6007'THE STATION ON THE RIGHT.
 CK6007'
 CK6007'THE STATION IS A STANDARD GADT DISK
 CK6007'STAMPED---054-208 1982 RM 1---,
 CK6007'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6007'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6007'6.71 METERS (22 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 301,
 CK6007'24.69 METERS (81 FT) NORTH-NORTHWEST FROM THE LARGER OF THREE
 CK6007'UNDERGROUND TELPHONE CABLE PEDESTALS,
 CK6007'27.13 METERS (89 FT) NORTH-NORTHEAST FROM A MILE POST MARKER 15,
 CK6007'AND
 CK6007'0.94 METER (3.1 FT) WEST FROM A WITNESS POST.
 CK6007'
 CK6007'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6007'
 CK6007'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6007'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6007'
 CK6007'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4272 ***********************************************************************
 CK4272  DESIGNATION -  BV 054 209
 CK4272  PID         -  CK4272
 CK4272  STATE/COUNTY-  GA/EVANS
 CK4272  USGS QUAD   -  DEANS CROSSING (1975)
 CK4272
 CK4272                         *CURRENT SURVEY CONTROL
 CK4272  ___________________________________________________________________
 CK4272* NAD 83(1994)-  32 06 01.88329(N)    081 58 27.64193(W)     ADJUSTED  
 CK4272* NAVD 88     -        56.9    (meters)     187.     (feet)  VERTCON   
 CK4272  ___________________________________________________________________
 CK4272  X           -     755,069.168 (meters)                     COMP
 CK4272  Y           -  -5,355,196.488 (meters)                     COMP
 CK4272  Z           -   3,369,893.621 (meters)                     COMP
 CK4272  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 CK4272  ELLIP HEIGHT-          27.04  (meters)          (09/03/97) GPS OBS
 CK4272  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 CK4272
 CK4272  HORZ ORDER  -  FIRST
 CK4272  ELLP ORDER  -  FOURTH    CLASS II
 CK4272
 CK4272.The horizontal coordinates were established by GPS observations
 CK4272.and adjusted by the National Geodetic Survey in September 1997..
 CK4272
 CK4272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4272
 CK4272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4272
 CK4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4272
 CK4272.The ellipsoidal height was determined by GPS observations
 CK4272.and is referenced to NAD 83.
 CK4272
 CK4272.The geoid height was determined by GEOID03.
 CK4272
 CK4272;                    North         East     Units Scale Factor Converg.
 CK4272;SPC GA E     -   232,878.715   218,151.425   MT  0.99990406   +0 06 07.9
 CK4272;SPC GA E     -   764,036.25    715,718.47   sFT  0.99990406   +0 06 07.9
 CK4272;UTM  17      - 3,551,993.432   408,066.516   MT  0.99970423   -0 31 04.1
 CK4272
 CK4272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4272!SPC GA E     -   0.99999575  x   0.99990406  =   0.99989981
 CK4272!UTM  17      -   0.99999575  x   0.99970423  =   0.99969999
 CK4272
 CK4272                          SUPERSEDED SURVEY CONTROL
 CK4272
 CK4272  NAD 83(1986)-  32 06 01.88803(N)    081 58 27.64428(W) AD(       ) 1
 CK4272  NGVD 29 (12/08/88)   57.1    (m)          187.     (f) GPS OBS        
 CK4272
 CK4272.Superseded values are not recommended for survey control.
 CK4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4272.See file dsdata.txt to determine how the superseded data were derived.
 CK4272
 CK4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0806751993(NAD 83)
 CK4272_MARKER: DB = BENCH MARK DISK
 CK4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4272+STABILITY: SURFACE MOTION
 CK4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4272+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1987
 CK4272
 CK4272  HISTORY     - Date     Condition        Report By
 CK4272  HISTORY     - 1985     MONUMENTED       GADT
 CK4272  HISTORY     - 19870105 GOOD
 CK4272
 CK4272                          STATION DESCRIPTION
 CK4272
 CK4272'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CK4272'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)15*GA/EVANS
 CK4272'NORTH OF THE TATTNALL COUNTY LINE AND,
 CK4272'6.4 KM (4.0 MI) SOUTH OF BELLVILLE ALONG STATE ROUTE 169.
 CK4272'OWNERSHIP--STATE RIGHT OF WAY.
 CK4272'
 CK4272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CK4272'ROUTES 23 AND 121 IN REIDSVILLE, GO SOUTH ON THE STATE ROUTES FOR
 CK4272'3.4 KM (2.1 MI) TO COUNTY PAVED ROAD 476, BUBBA KENNEDY ROAD, ON
 CK4272'THE LEFT.  TURN LEFT EAST ON ROAD 476 FOR 10.9 KM (6.8 MI) TO THE
 CK4272'STATE ROUTE 169.  TURN LEFT, NORTH ON STATE ROUTE 169 FOR 2.31.6 KM
 CK4272'(1.45 MI) TO THE STATION ON THE LEFT AT A RED BRICK HOUSE ON A CURVE
 CK4272'BELONGING TO E. W. DANIELS.
 CK4272'
 CK4272'THE STATION IS A STANDARD GADT DISK
 CK4272'STAMPED---054-209 1985---,
 CK4272'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4272'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK4272'16.1 METERS (52.9 FT) WEST FROM THE CENTER OF THE ROAD,
 CK4272'5.9 METERS (19.5 FT) EAST FROM A POWER POLE WITH TRANSFORMER,
 CK4272'4.7 METERS (15.5 FT) NORTH-NORTHEAST FROM A LIGHT AND POLE IN THE
 CK4272'LAWN AND,
 CK4272'0.91 METERS (3.0 FT) SOUTH FROM A METAL WITNESS POST.
 CK4272'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4272'STAMPED---054-209 1985---,
 CK4272'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4272'
 CK4272'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CK4272'STAMPED---054-209 1885 AZ MK---,
 CK4272'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4272'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK4272'13.0 METERS (42.7 FT) SOUTHEAST FROM A 0.6 METER PECAN TREE,
 CK4272'14.9 METERS (49.0 FT) WEST FROM THE CENTER OF ROUTE 169,
 CK4272'10.5 METERS (34.6 FT) SOUTHWEST FROM THE NORTH END OF A PIPE
 CK4272'CULVERT,
 CK4272'2.2 METERS (7.2 FT) WEST FROM A WITNESS POST AT A GUY AND,
 CK4272'1.1 METERS (3.7 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 CK4272'TRANSFORMER.
 CK4272'TO REACH THE AZIMUTH FROM THE STATION,
 CK4272'GO NORTH FOR 1.5 KM (0.9 MI) ON STATE ROUTE 169 TO THE STATION ON
 CK4272'THE LEFT AT A WHITE HOUSE TO THE NORTHWEST 75 METERS.
 CK4272'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4272'STAMPED---054-209 1985 AZ MK---,
 CK4272'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4272'
 CK4272'DESCRIBED BY B PUTZIGER.
 CK4272
 CK4272                          STATION RECOVERY (1987)
 CK4272
 CK4272'RECOVERED 1987
 CK4272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4273 ***********************************************************************
 CK4273  DESIGNATION -  BV 054 209 AZ MK
 CK4273  PID         -  CK4273
 CK4273  STATE/COUNTY-  GA/EVANS
 CK4273  USGS QUAD   -  DEANS CROSSING (1975)
 CK4273
 CK4273                         *CURRENT SURVEY CONTROL
 CK4273  ___________________________________________________________________
 CK4273* NAD 83(1994)-  32 06 47.03661(N)    081 58 22.30157(W)     ADJUSTED  
 CK4273* NAVD 88     -        58.     (meters)     190.     (feet)  VERTCON   
 CK4273  ___________________________________________________________________
 CK4273  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 CK4273  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CK4273
 CK4273  HORZ ORDER  -  SECOND
 CK4273
 CK4273.The horizontal coordinates were established by classical geodetic methods
 CK4273.and adjusted by the National Geodetic Survey in September 1997..
 CK4273.No horizontal observational check was made to the station.
 CK4273
 CK4273.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4273
 CK4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4273
 CK4273.The geoid height was determined by GEOID03.
 CK4273
 CK4273;                    North         East     Units Scale Factor Converg.
 CK4273;SPC GA E     -   234,269.661   218,288.932   MT  0.99990412   +0 06 10.9
 CK4273;SPC GA E     -   768,599.71    716,169.60   sFT  0.99990412   +0 06 10.9
 CK4273;UTM  17      - 3,553,382.530   408,219.039   MT  0.99970388   -0 31 01.9
 CK4273
 CK4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4273!SPC GA E     -   0.99999557  x   0.99990412  =   0.99989969
 CK4273!UTM  17      -   0.99999557  x   0.99970388  =   0.99969945
 CK4273
 CK4273                          SUPERSEDED SURVEY CONTROL
 CK4273
 CK4273  NAD 83(1986)-  32 06 47.04124(N)    081 58 22.30237(W) AD(       ) 2
 CK4273  NGVD 29 (06/19/89)   58.     (m)          190.     (f) VERT ANG       
 CK4273
 CK4273.Superseded values are not recommended for survey control.
 CK4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4273.See file dsdata.txt to determine how the superseded data were derived.
 CK4273
 CK4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0821953383(NAD 83)
 CK4273_MARKER: DD = SURVEY DISK
 CK4273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4273+STABILITY: SURFACE MOTION
 CK4273
 CK4273  HISTORY     - Date     Condition        Report By
 CK4273  HISTORY     - 1985     MONUMENTED       GADT
 CK4273
 CK4273                          STATION DESCRIPTION
 CK4273
 CK4273'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CK4273'THE STATION IS LOCATED ABOUT 3.1 KM (2.0 MI)
 CK4273'NORTH OF THE TATTNALL COUNTY LINE AND
 CK4273'5.0 KM (3.0 MI) SOUTH OF BELLVILLE ALONG THE WEST SIDE OF STATE
 CK4273'ROUTE 169.
 CK4273'OWERSHIP--STATE RIGHT OFWAY
 CK4273'
 CK4273'ROUTES 23 AND 121 IN REIDSVILLE, GO SOUTH ON THE STATE ROUTES FOR
 CK4273'3.4 KM (2.1 MI) TO COUNTY PAVED ROAD 476, BUBBA KENNEDY ROAD, ON THE
 CK4273'LEFT.  TURN LEFT EAST FOR FOR 10.9 KM (6.8 MI) TO STATE ROUTE 169.
 CK4273'TURN LEFT NORTH CROSSING THE COUNTY LINE FOR 1.6 KM (1.0 MI) TO
 CK4273'STATION 054 209 ON THE LEFT AT A RED BRICK HOUSE.  CONTINUE NORTH
 CK4273'FOR 1.5 KM (0.9 MI) TO A FIELDS ROAD,  WELL MAINTAINED, AND THE
 CK4273'STATION ON THE LEFT ABOUT 75 METERS SOUTHEAST OF A WHITE HOUSE.
 CK4273'
 CK4273'THE STATION IS A STANDARD GADT DISK
 CK4273'STAMPED---054-209 1985 AZ MK---,
 CK4273'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CK4273'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CK4273'14.9 METERS (49.0 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CK4273'13.0 METERS (42.7 FT) SOUTHEAST FROM A 0.6 METER PECAN TREE,
 CK4273'10.5 METERS (34.6 FT) SOUTHWEST FROM THE NORTH EDGE OF A PIPE,
 CK4273'2.2 METERS (7.2 FT) WEST FROM A METAL WITNESS POST AND,
 CK4273'1.1 METERS (3.7 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 CK4273'TRANSFORMER.
 CK4273'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4273'STAMPED---054-209 1985 AZ MK---,
 CK4273'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4273'
 CK4273'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CK4273'
 CK4273'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2794 ***********************************************************************
 CL2794  DESIGNATION -  BV 054 210
 CL2794  PID         -  CL2794
 CL2794  STATE/COUNTY-  GA/EVANS
 CL2794  USGS QUAD   -  METTER SE (1985)
 CL2794
 CL2794                         *CURRENT SURVEY CONTROL
 CL2794  ___________________________________________________________________
 CL2794* NAD 83(1994)-  32 15 43.80400(N)    082 00 58.03841(W)     ADJUSTED  
 CL2794* NAVD 88     -        48.51   (+/-2cm)     159.2    (feet)  VERTCON   
 CL2794  ___________________________________________________________________
 CL2794  X           -     749,837.312 (meters)                     COMP
 CL2794  Y           -  -5,346,284.543 (meters)                     COMP
 CL2794  Z           -   3,385,060.259 (meters)                     COMP
 CL2794  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL2794  ELLIP HEIGHT-          18.89  (meters)          (09/03/97) GPS OBS
 CL2794  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL2794
 CL2794  HORZ ORDER  -  FIRST
 CL2794  VERT ORDER  -  THIRD (See Below)
 CL2794  ELLP ORDER  -  FOURTH    CLASS II
 CL2794
 CL2794.The horizontal coordinates were established by GPS observations
 CL2794.and adjusted by the National Geodetic Survey in September 1997..
 CL2794
 CL2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2794.The vertical order pertains to the NGVD 29 superseded value.
 CL2794
 CL2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2794
 CL2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2794
 CL2794.The ellipsoidal height was determined by GPS observations
 CL2794.and is referenced to NAD 83.
 CL2794
 CL2794.The geoid height was determined by GEOID03.
 CL2794
 CL2794;                    North         East     Units Scale Factor Converg.
 CL2794;SPC GA E     -   250,795.452   214,183.422   MT  0.99990248   +0 04 49.3
 CL2794;SPC GA E     -   822,818.08    702,700.11   sFT  0.99990248   +0 04 49.3
 CL2794;UTM  17      - 3,569,948.654   404,293.795   MT  0.99971295   -0 32 32.8
 CL2794
 CL2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2794!SPC GA E     -   0.99999703  x   0.99990248  =   0.99989951
 CL2794!UTM  17      -   0.99999703  x   0.99971295  =   0.99970998
 CL2794
 CL2794:                Primary Azimuth Mark                     Grid Az
 CL2794:SPC GA E     -  BV 054 210 AZ MK                         324 27 47.1
 CL2794:UTM  17      -  BV 054 210 AZ MK                         325 05 09.2
 CL2794
 CL2794|---------------------------------------------------------------------|
 CL2794| PID    Reference Object                     Distance      Geod. Az  |
 CL2794|                                                           dddmmss.s |
 CL2794| CL2922 BV 054 210 AZ MK                    APPROX. 0.7 KM 3243236.4 |
 CL2794| CL2909 304 L                                 8.036 METERS 34914     |
 CL2794|---------------------------------------------------------------------|
 CL2794
 CL2794                          SUPERSEDED SURVEY CONTROL
 CL2794
 CL2794  NAD 83(1986)-  32 15 43.80592(N)    082 00 58.03576(W) AD(       ) 1
 CL2794  NGVD 29 (12/08/88)   48.72   (m)          159.8    (f) LEVELING    3  
 CL2794
 CL2794.Superseded values are not recommended for survey control.
 CL2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2794.See file dsdata.txt to determine how the superseded data were derived.
 CL2794
 CL2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0429469949(NAD 83)
 CL2794_MARKER: DD = SURVEY DISK
 CL2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2794+STABILITY: SURFACE MOTION
 CL2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2794+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1986
 CL2794
 CL2794  HISTORY     - Date     Condition        Report By
 CL2794  HISTORY     - 1985     MONUMENTED       GADT
 CL2794  HISTORY     - 19861103 GOOD
 CL2794
 CL2794                          STATION DESCRIPTION
 CL2794
 CL2794'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2794'THE STATION IS LOCATED ABOUT 0.9 KM (0.55 MI)
 CL2794'SOUTH-SOUTHEAST OF THE TATTNALL COUNTY LINE,
 CL2794'10.9 KM (6.8 MI) NORTH OF MANASSAS,
 CL2794'12.1 KM (7.5 MI) EAST-SOUTHEAST OF COBBTOWN ALONG THE EAST SIDE OF
 CL2794'STATE ROUTE 129.
 CL2794'OWNERSHIP--STATE RIGHT OF WAY.
 CL2794'
 CL2794'TO REACH THE STATION FROM THE POST OFFICE IN MANASSAS AT THE
 CL2794'JUNCTION OF STATE ROUTE 292 AND TATTNALL COUNTY PAVED ROAD 472, GO
 CL2794'NORTH ON THE COUNTY ROAD FOR 4.2 KM (2.6 MI) TO THE CROSSING OF
 CL2794'COUNTY PAVED ROAD 36.  CONTINUE AHEAD 4.2 KM (2.6 MI) TO A BACK Y
 CL2794'JUNCTION WITH EVANS COUNTY PAVED ROAD 198.  CONTINUE AHEAD FOR
 CL2794'1.1 KM (0.7 MI) TO THE CROSSING OF STATE ROUTE 129.  TURN LEFT
 CL2794'NORTHWEST FOR 3.2 KM (2.0 MI) TO COUNTY PAVED ROAD 189 ON
 CL2794'THE LEFT, COUNTY ROAD 201 ON THE MAP, AND THE STATION ON THE RIGHT.
 CL2794'
 CL2794'THE STATION IS A STANDARD GADT DISK
 CL2794'STAMPED---054-210 1985---,
 CL2794'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2794'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2794'22.6 METERS (74.0 FT) EAST-SOUTHEAST FROM THE POINT OF INTERSECTION
 CL2794'OF COUNTY PAVED ROAD 189 COMING SHARPLY DOWN HILL FROM THE WEST AND
 CL2794'STATE ROUTE 129,
 CL2794'18.8 METERS (61.8 FT) NORTHWEST FROM A FENCE CORNER,
 CL2794'18.4 METERS (60.5 FT) SOUTHEAST FROM THE SOUTH END OF A PIPE
 CL2794'CULVERT UNDER A FIELD ROAD BLOCKED BY DEAD END SIGNS,
 CL2794'13.0 METERS (42.7 FT) NORTHEAST FROM THE CENTER OF THE HIGHWAY AND,
 CL2794'1.83 METERS (6.0 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CL2794'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2794'STAMPED---054-210 1985---,
 CL2794'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2794'
 CL2794'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2794'STAMPED---054-210 1985 AZ MK---,
 CL2794'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2794'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2794'19.8 METERS (64.8 FT) NORTHWEST FROM A POWER POLE,
 CL2794'15.2 METERS (49.8 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CL2794'6.1 METERS (20.0 FT) SOUTHEAST FROM A COUNTY SAND ROAD MARKED 1,
 CL2794'4.3 METERS (14.1 FT) SOUTH-SOUTHWEST FROM A HISTORICAL MARKER AND,
 CL2794'1.20 METERS (3.95 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2794'TO REACH THE AZIMUTH FROM THE STATION,
 CL2794'GO NORTH-NORTHWEST FOR 0.7 KM (0.45 MI) ON STATE ROUTE 129 TO THE
 CL2794'AZIMUTH MARK ON THE LEFT AT A SAND ROAD CROSSING.
 CL2794'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2794'STAMPED---054-210 1985 AZ MK---,
 CL2794'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2794'
 CL2794'DESCRIBED BY B. PUTZIGER.
 CL2794
 CL2794                          STATION RECOVERY (1986)
 CL2794
 CL2794'RECOVERED 1986
 CL2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2922 ***********************************************************************
 CL2922  DESIGNATION -  BV 054 210 AZ MK
 CL2922  PID         -  CL2922
 CL2922  STATE/COUNTY-  GA/EVANS
 CL2922  USGS QUAD   -  METTER SE (1985)
 CL2922
 CL2922                         *CURRENT SURVEY CONTROL
 CL2922  ___________________________________________________________________
 CL2922* NAD 83(1994)-  32 16 02.90775(N)    082 01 14.05100(W)     ADJUSTED  
 CL2922* NAVD 88     -        52.     (meters)     171.     (feet)  VERTCON   
 CL2922  ___________________________________________________________________
 CL2922  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CL2922  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 CL2922
 CL2922  HORZ ORDER  -  SECOND
 CL2922
 CL2922.The horizontal coordinates were established by classical geodetic methods
 CL2922.and adjusted by the National Geodetic Survey in September 1997..
 CL2922.No horizontal observational check was made to the station.
 CL2922
 CL2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2922
 CL2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2922
 CL2922.The geoid height was determined by GEOID03.
 CL2922
 CL2922;                    North         East     Units Scale Factor Converg.
 CL2922;SPC GA E     -   251,383.272   213,763.562   MT  0.99990234   +0 04 40.8
 CL2922;SPC GA E     -   824,746.62    701,322.62   sFT  0.99990234   +0 04 40.8
 CL2922;UTM  17      - 3,570,540.890   403,880.428   MT  0.99971393   -0 32 41.6
 CL2922
 CL2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2922!SPC GA E     -   0.99999640  x   0.99990234  =   0.99989874
 CL2922!UTM  17      -   0.99999640  x   0.99971393  =   0.99971033
 CL2922
 CL2922                          SUPERSEDED SURVEY CONTROL
 CL2922
 CL2922  NAD 83(1986)-  32 16 02.91002(N)    082 01 14.04778(W) AD(       ) 2
 CL2922  NGVD 29 (06/19/89)   53.     (m)          174.     (f) VERT ANG       
 CL2922
 CL2922.Superseded values are not recommended for survey control.
 CL2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2922.See file dsdata.txt to determine how the superseded data were derived.
 CL2922
 CL2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0388070541(NAD 83)
 CL2922_MARKER: DD = SURVEY DISK
 CL2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2922+STABILITY: SURFACE MOTION
 CL2922
 CL2922  HISTORY     - Date     Condition        Report By
 CL2922  HISTORY     - 1985     MONUMENTED       GADT
 CL2922
 CL2922                          STATION DESCRIPTION
 CL2922
 CL2922'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2922'THE STATION IS LOCATED ABOUT 0.16 KM (0.1 MI)
 CL2922'SOUTH-SOUTHEAST OF THE TATTNALL COUNTY LINE AND PROBABLY CLOSER TO
 CL2922'THE COUNTY LINE FROM THE WEST,
 CL2922'11.4 KM (7.1 MI) NORTH OF MANASSAS AND,
 CL2922'12.0 KM (7.6 MI) SOUTHEAST OF COBBTOWN.
 CL2922'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2922'
 CL2922'TO REACH THE STATION FROM THE POST OFFIVE IN MANASSAS AT THE
 CL2922'JUNCTION OF STATE HIGHWAY 292 AND COUNTY PAVED ROAD 472 HEADED NORTH
 CL2922'GO NORTH ON THE COUNTY ROAD FOR 4.2 KM (2.6 MI) TO THE CROSSING OF
 CL2922'TATTNALL COUNTY PAVED ROAD 36.  CONTINUE AHEAD FOR 4.2 KM (2.6 MI)
 CL2922'TO A BACK Y JUNCTION WITH EVANS COUNTY PAVED ROAD 198.  CONTINUE
 CL2922'AHEAD FOR 1.1 KM (0.7 MI) TO THE CROSSING OF STATE ROUTE 129.  TURN
 CL2922'LEFT NORTH-NORTHWEST FOR 3.9 KM (2.55 MI) TO THE CROSSING OF COUNTY
 CL2922'DAND ROAD 1 VERY NEAR TO THE COUNTY LINE TO THE WEST.
 CL2922'
 CL2922'THE STATION IS A STANDARD GADT DISK
 CL2922'STAMPED---054-210 1985 AZ MK---,
 CL2922'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2922'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2922'19.8 METERS (64.8 FT) NORTHWEST FROM A POWER POLE,
 CL2922'15.2 METERS (49.8 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CL2922'6.1 METERS (20.0 FT) SOUTHEAST FROM THE CENTER IF THE SAND ROAD,
 CL2922'4.3 METERS (14.1 FT) WEST FROM A HISTORICAL MARKER AND,
 CL2922'1.20 METERS (3.95 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2922'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2922'STAMPED---054-210 1985 AZ MK---,
 CL2922'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2922'
 CL2922'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2922'
 CL2922'DESRIBED BY B PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1841 ***********************************************************************
 EE1841  DESIGNATION -  BV 055 200 GAHD 1972
 EE1841  PID         -  EE1841
 EE1841  STATE/COUNTY-  GA/FANNIN
 EE1841  USGS QUAD   -  HEMP TOP (1988)
 EE1841
 EE1841                         *CURRENT SURVEY CONTROL
 EE1841  ___________________________________________________________________
 EE1841* NAD 83(1994)-  34 56 48.85007(N)    084 35 56.12147(W)     ADJUSTED  
 EE1841* NAVD 88     -       618.     (meters)    2028.     (feet)  VERTCON   
 EE1841  ___________________________________________________________________
 EE1841  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 EE1841  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EE1841
 EE1841  HORZ ORDER  -  SECOND
 EE1841
 EE1841.The horizontal coordinates were established by classical geodetic methods
 EE1841.and adjusted by the National Geodetic Survey in September 1997..
 EE1841
 EE1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1841
 EE1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1841
 EE1841.The geoid height was determined by GEOID03.
 EE1841
 EE1841;                    North         East     Units Scale Factor Converg.
 EE1841;SPC GA W     -   548,619.347   660,518.490   MT  0.99991921   -0 14 51.4
 EE1841;SPC GA W     - 1,799,928.64  2,167,051.08   sFT  0.99991921   -0 14 51.4
 EE1841;SPC TN       -    68,993.323   727,988.597   MT  1.00006730   +0 49 12.9
 EE1841;SPC TN       -   226,355.59  2,388,409.26   sFT  1.00006730   +0 49 12.9
 EE1841;UTM  16      - 3,869,787.450   719,265.968   MT  1.00019258   +1 22 33.3
 EE1841
 EE1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1841!SPC GA W     -   0.99990757  x   0.99991921  =   0.99982679
 EE1841!SPC TN       -   0.99990757  x   1.00006730  =   0.99997486
 EE1841!UTM  16      -   0.99990757  x   1.00019258  =   1.00010013
 EE1841
 EE1841:                Primary Azimuth Mark                     Grid Az
 EE1841:SPC GA W     -  CONAS                                    214 47 49.8
 EE1841:SPC TN       -  CONAS                                    213 43 45.5
 EE1841:UTM  16      -  CONAS                                    213 10 25.1
 EE1841
 EE1841|---------------------------------------------------------------------|
 EE1841| PID    Reference Object                     Distance      Geod. Az  |
 EE1841|                                                           dddmmss.s |
 EE1841| EE1858 CONAS                               APPROX.11.4 KM 2143258.4 |
 EE1841|---------------------------------------------------------------------|
 EE1841
 EE1841                          SUPERSEDED SURVEY CONTROL
 EE1841
 EE1841  NAD 83(1994)-  34 56 48.85423(N)    084 35 56.12647(W) AD(       ) 2
 EE1841  NAD 83(1986)-  34 56 48.85417(N)    084 35 56.12584(W) AD(       ) 2
 EE1841  NAD 27      -  34 56 48.57431(N)    084 35 56.36623(W) AD(       ) 2
 EE1841  NGVD 29 (07/19/86)  618.     (m)         2028.     (f) VERT ANG       
 EE1841
 EE1841.Superseded values are not recommended for survey control.
 EE1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1841.See file dsdata.txt to determine how the superseded data were derived.
 EE1841
 EE1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1926669787(NAD 83)
 EE1841_MARKER: DD = SURVEY DISK
 EE1841_SETTING: 0 = UNSPECIFIED SETTING
 EE1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1841
 EE1841  HISTORY     - Date     Condition        Report By
 EE1841  HISTORY     - 1972     MONUMENTED       GADT
 EE1841  HISTORY     - 1975     GOOD             USGS
 EE1841
 EE1841                          STATION DESCRIPTION
 EE1841
 EE1841'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1841'THE STATION IS LOCATED 9.8 MILES NORTHEAST OF CRANDALL,
 EE1841'GEORGIA.  10.2 MILES EAST OF THE INTERSECTION OF GA. 2 WEST AND
 EE1841'GA. 225.  12.4 MILES NORTHEAST OF THE INTERSECTION OF GA. 286
 EE1841'AND U.S. 411.
 EE1841'
 EE1841'TO REACH FROM THE INTERSECTION OF GA. 2 AND U.S. 411 NORTH OF
 EE1841'CHATSWORTH GEORGIA, PROCEED EAST ON GA. 2 FOR 15.5 MILES TO
 EE1841'FOREST SERVICE ROAD (F.S.R.) 51.  PROCEED NORTHEAST 5.5 MILES ON
 EE1841'THE F.S.R. TO THE STATION ON THE RIGHT.
 EE1841'
 EE1841'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1841'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 26.6 FEET SOUTH
 EE1841'OF THE CENTERLINE OF F.S.R. 51.  33.7 FEET WEST OF A 10 INCH
 EE1841'PINE TREE--16.2 FEET EAST OF A 3 INCH OAK TREE.  44.0 FEET NORTH
 EE1841'OF A 14 INCH PINE TREE.
 EE1841
 EE1841                          STATION RECOVERY (1975)
 EE1841
 EE1841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (CRH)
 EE1841'TO REACH FROM THE INT. OF U.S. 411 AND GA 2 AT CISCO, GA., PROCEED
 EE1841'E. ON GA 2 FOR 13.3 MI. TO STA ON RIGHT 10 FT. LOWER THAN RD.
 EE1841'
 EE1841'APPROX. LAST 4.0 MI. 4 WHEEL DR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1847 ***********************************************************************
 EE1847  DESIGNATION -  BV 055 201
 EE1847  PID         -  EE1847
 EE1847  STATE/COUNTY-  GA/FANNIN
 EE1847  USGS QUAD   -  DYER GAP (1988)
 EE1847
 EE1847                         *CURRENT SURVEY CONTROL
 EE1847  ___________________________________________________________________
 EE1847* NAD 83(1994)-  34 52 10.19589(N)    084 32 46.50031(W)     ADJUSTED  
 EE1847* NAVD 88     -       988.3    (meters)    3242.     (feet)  VERTCON   
 EE1847  ___________________________________________________________________
 EE1847  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 EE1847  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE1847
 EE1847  HORZ ORDER  -  SECOND
 EE1847
 EE1847.The horizontal coordinates were established by classical geodetic methods
 EE1847.and adjusted by the National Geodetic Survey in September 1997..
 EE1847
 EE1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1847
 EE1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1847
 EE1847.The geoid height was determined by GEOID03.
 EE1847
 EE1847;                    North         East     Units Scale Factor Converg.
 EE1847;SPC GA W     -   540,013.508   665,296.982   MT  0.99991484   -0 13 01.2
 EE1847;SPC GA W     - 1,771,694.32  2,182,728.52   sFT  0.99991484   -0 13 01.2
 EE1847;UTM  16      - 3,861,317.865   724,287.588   MT  1.00022005   +1 24 12.3
 EE1847
 EE1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1847!SPC GA W     -   0.99984941  x   0.99991484  =   0.99976426
 EE1847!UTM  16      -   0.99984941  x   1.00022005  =   1.00006942
 EE1847
 EE1847:                Primary Azimuth Mark                     Grid Az
 EE1847:SPC GA W     -  BV 055 201 AZ MK                         027 50 42.2
 EE1847:UTM  16      -  BV 055 201 AZ MK                         026 13 28.7
 EE1847
 EE1847|---------------------------------------------------------------------|
 EE1847| PID    Reference Object                     Distance      Geod. Az  |
 EE1847|                                                           dddmmss.s |
 EE1847| CZ4313 BV 055 201 AZ MK                                   0273741.0 |
 EE1847|---------------------------------------------------------------------|
 EE1847
 EE1847                          SUPERSEDED SURVEY CONTROL
 EE1847
 EE1847  NAD 83(1994)-  34 52 10.20030(N)    084 32 46.50508(W) AD(       ) 2
 EE1847  NAD 83(1986)-  34 52 10.20023(N)    084 32 46.50486(W) AD(       ) 2
 EE1847  NAD 27      -  34 52 09.91197(N)    084 32 46.76041(W) AD(       ) 2
 EE1847  NGVD 29 (07/19/86)  988.3    (m)         3242.     (f) VERT ANG       
 EE1847
 EE1847.Superseded values are not recommended for survey control.
 EE1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1847.See file dsdata.txt to determine how the superseded data were derived.
 EE1847
 EE1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2428861318(NAD 83)
 EE1847_MARKER: DD = SURVEY DISK
 EE1847_SETTING: 0 = UNSPECIFIED SETTING
 EE1847
 EE1847  HISTORY     - Date     Condition        Report By
 EE1847  HISTORY     - 1972     MONUMENTED       GADT
 EE1847
 EE1847                          STATION DESCRIPTION
 EE1847
 EE1847'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1847'THE STATION IS LOCATED 12.6 MILES WEST OF BLUE RIDGE,
 EE1847'GEORGIA.  12.6 MILES NORTH OF ELLIJAY, GEORGIA.  12.4 MILES
 EE1847'SOUTHWEST OF MC CAYSVILLE, GEORGIA.
 EE1847'
 EE1847'TO REACH FROM THE INTERSECTION OF GA. 5 AND GA. 2 NORTH OF
 EE1847'BLUE RIDGE, PROCEED WEST 5.05 MILES ON GA. 2 TO THE END OF THE
 EE1847'PAVEMENT.  CONTINUE SOUTHWEST ON GA. 2 (NOW A DIRT ROAD) FOR
 EE1847'5.53 MILES TO FOREST SERVICE ROAD 187.  CONTINUE SOUTH ON
 EE1847'GA. 2 6.42 MILES TO THE STATION ON THE LEFT.
 EE1847'
 EE1847'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1847'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.85
 EE1847'METERS BELOW THE STATION.  THE STATION IS LOCATED 70.9 FEET
 EE1847'NORTHEAST OF A 15 INCH OAK TREE.  18.5 FEET EAST OF THE
 EE1847'CENTERLINE OF GA. 2.  17.0 FEET WEST OF A 4 INCH OAK TREE.
 EE1847'
 EE1847'THE AZIMUTH MARK IS LOCATED 0.18 MILE NORTH OF THE STATION ON
 EE1847'GA. 2.  6.5 FEET SOUTH OF A 3 INCH OAK TREE.  12.9 FEET EAST OF A
 EE1847'48 INCH SWEET GUM TREE.  13 FEET WEST OF THE CENTERLINE OF GA. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1842 ***********************************************************************
 EE1842  DESIGNATION -  BV 055 202 GAHD 1972
 EE1842  PID         -  EE1842
 EE1842  STATE/COUNTY-  GA/FANNIN
 EE1842  USGS QUAD   -  HEMP TOP (1988)
 EE1842
 EE1842                         *CURRENT SURVEY CONTROL
 EE1842  ___________________________________________________________________
 EE1842* NAD 83(1994)-  34 55 08.71204(N)    084 30 08.66464(W)     ADJUSTED  
 EE1842* NAVD 88     -       886.8    (meters)    2909.     (feet)  VERTCON   
 EE1842  ___________________________________________________________________
 EE1842  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EE1842  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE1842
 EE1842  HORZ ORDER  -  SECOND
 EE1842
 EE1842.The horizontal coordinates were established by classical geodetic methods
 EE1842.and adjusted by the National Geodetic Survey in September 1997..
 EE1842
 EE1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1842
 EE1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1842
 EE1842.The geoid height was determined by GEOID03.
 EE1842
 EE1842;                    North         East     Units Scale Factor Converg.
 EE1842;SPC GA W     -   545,499.891   669,323.761   MT  0.99991159   -0 11 31.9
 EE1842;SPC GA W     - 1,789,694.23  2,195,939.71   sFT  0.99991159   -0 11 31.9
 EE1842;SPC TN       -    66,038.130   736,851.883   MT  1.00007486   +0 52 36.3
 EE1842;SPC TN       -   216,660.10  2,417,488.22   sFT  1.00007486   +0 52 36.3
 EE1842;UTM  16      - 3,866,917.771   728,158.742   MT  1.00024163   +1 25 49.0
 EE1842
 EE1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1842!SPC GA W     -   0.99986534  x   0.99991159  =   0.99977694
 EE1842!SPC TN       -   0.99986534  x   1.00007486  =   0.99994019
 EE1842!UTM  16      -   0.99986534  x   1.00024163  =   1.00010694
 EE1842
 EE1842:                Primary Azimuth Mark                     Grid Az
 EE1842:SPC GA W     -  FLAT TOP                                 181 28 10.1
 EE1842:SPC TN       -  FLAT TOP                                 180 24 01.9
 EE1842:UTM  16      -  FLAT TOP                                 179 50 49.2
 EE1842
 EE1842|---------------------------------------------------------------------|
 EE1842| PID    Reference Object                     Distance      Geod. Az  |
 EE1842|                                                           dddmmss.s |
 EE1842| EE1844 FLAT TOP                            APPROX. 6.9 KM 1811638.2 |
 EE1842|---------------------------------------------------------------------|
 EE1842
 EE1842                          SUPERSEDED SURVEY CONTROL
 EE1842
 EE1842  NAD 83(1994)-  34 55 08.71661(N)    084 30 08.66977(W) AD(       ) 2
 EE1842  NAD 83(1986)-  34 55 08.71657(N)    084 30 08.66947(W) AD(       ) 2
 EE1842  NAD 27      -  34 55 08.43141(N)    084 30 08.92777(W) AD(       ) 2
 EE1842  NGVD 29 (07/19/86)  886.8    (m)         2909.     (f) VERT ANG       
 EE1842
 EE1842.Superseded values are not recommended for survey control.
 EE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1842.See file dsdata.txt to determine how the superseded data were derived.
 EE1842
 EE1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2815966918(NAD 83)
 EE1842_MARKER: DD = SURVEY DISK
 EE1842_SETTING: 0 = UNSPECIFIED SETTING
 EE1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1842
 EE1842  HISTORY     - Date     Condition        Report By
 EE1842  HISTORY     - 1972     MONUMENTED       GADT
 EE1842
 EE1842                          STATION DESCRIPTION
 EE1842
 EE1842'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1842'THE STATION IS LOCATED 8.5 MILES SOUTHWEST OF MC CAYSVILLE,
 EE1842'GEORGIA.  10.9 MILES NORTHWEST OF BLUE RIDGE, GEORGIA.  15.0
 EE1842'MILES NORTH OF ELLIJAY, GEORGIA.
 EE1842'
 EE1842'TO REACH FROM THE INTERSECTION OF GA. 5 AND GA. 2 NORTH OF BLUE
 EE1842'RIDGE, PROCEED WEST ON GA. 2 5.05 MILES TO THE END OF THE
 EE1842'PAVEMENT.  CONTINUE SOUTHWEST ON GA. 2 (NOW A DIRT ROAD) 5.53
 EE1842'MILES TO FOREST SERVICE ROAD 187, PROCEED NORTH ON F.S.R. 187
 EE1842'1.67 MILES TO THE STATION ON THE RIGHT.
 EE1842'
 EE1842'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1842'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.78
 EE1842'METERS BELOW THE STATION.  THE STATION IS LOCATED 29.0 FEET
 EE1842'NORTHEAST OF THE CENTERLINE OF F.S.R. 187.  48.2 FEET EAST OF A 16
 EE1842'INCH SWEET GUM TREE.  43.4 FEET NORTH OF A 14 INCH WHITE OAK
 EE1842'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1591 ***********************************************************************
 EE1591  DESIGNATION -  BV 055 203 GAHD 1972
 EE1591  PID         -  EE1591
 EE1591  STATE/COUNTY-  GA/FANNIN
 EE1591  USGS QUAD   -  MINERAL BLUFF (1988)
 EE1591
 EE1591                         *CURRENT SURVEY CONTROL
 EE1591  ___________________________________________________________________
 EE1591* NAD 83(1994)-  34 57 03.34891(N)    084 22 16.65273(W)     ADJUSTED  
 EE1591* NAVD 88     -       548.2    (meters)    1799.     (feet)  VERTCON   
 EE1591  ___________________________________________________________________
 EE1591  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EE1591  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE1591
 EE1591  HORZ ORDER  -  SECOND
 EE1591
 EE1591.The horizontal coordinates were established by classical geodetic methods
 EE1591.and adjusted by the National Geodetic Survey in September 1997..
 EE1591
 EE1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1591
 EE1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1591
 EE1591.The geoid height was determined by GEOID03.
 EE1591
 EE1591;                    North         East     Units Scale Factor Converg.
 EE1591;SPC GA W     -   548,999.915   681,310.800   MT  0.99990430   -0 07 02.0
 EE1591;SPC GA W     - 1,801,177.22  2,235,267.18   sFT  0.99990430   -0 07 02.0
 EE1591;SPC TN       -    69,761.963   748,773.424   MT  1.00006623   +0 57 12.6
 EE1591;SPC TN       -   228,877.37  2,456,600.81   sFT  1.00006623   +0 57 12.6
 EE1591;UTM  16      - 3,870,757.346   740,046.203   MT  1.00031024   +1 30 23.9
 EE1591
 EE1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1591!SPC GA W     -   0.99991849  x   0.99990430  =   0.99982280
 EE1591!SPC TN       -   0.99991849  x   1.00006623  =   0.99998472
 EE1591!UTM  16      -   0.99991849  x   1.00031024  =   1.00022871
 EE1591
 EE1591                          SUPERSEDED SURVEY CONTROL
 EE1591
 EE1591  NAD 83(1986)-  34 57 03.35321(N)    084 22 16.65853(W) AD(       ) 2
 EE1591  NAD 27      -  34 57 03.05991(N)    084 22 16.94013(W) AD(       ) 2
 EE1591  NGVD 29 (07/19/86)  548.2    (m)         1799.     (f) VERT ANG       
 EE1591
 EE1591.Superseded values are not recommended for survey control.
 EE1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1591.See file dsdata.txt to determine how the superseded data were derived.
 EE1591
 EE1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4004670757(NAD 83)
 EE1591_MARKER: DD = SURVEY DISK
 EE1591_SETTING: 0 = UNSPECIFIED SETTING
 EE1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1591
 EE1591  HISTORY     - Date     Condition        Report By
 EE1591  HISTORY     - 1972     MONUMENTED       GADT
 EE1591  HISTORY     - 1975     MARK NOT FOUND   USGS
 EE1591
 EE1591                          STATION DESCRIPTION
 EE1591
 EE1591'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1591'THE STATION IS LOCATED 2.2 MILES SOUTH OF MC CAYSVILLE,
 EE1591'GEORGIA.  6.5 MILES NORTHWEST OF BLUE RIDGE, GEORGIA.  3.3
 EE1591'MILES NORTH OF THE INTERSECTION OF GA. 2 WEST AND GA. 5.
 EE1591'
 EE1591'TO REACH FROM THE INTERSECTION OF GA. 5 AND THE U.S. POST
 EE1591'OFFICE IN MC CAYSVILLE, GEORGIA, PROCEED SOUTH ON GA. 5 1.56
 EE1591'MILES TO CALVERY BAPTIST CHURCH, CONTINUE SOUTH ON GA. 5 0.93
 EE1591'MILE TO COUNTY ROAD 135, PROCEED SOUTHWEST 0.9 MILE ON COUNTY
 EE1591'ROAD 135 TO THE STATION ON THE LEFT.
 EE1591'
 EE1591'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1591'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 48.0 FEET SOUTHEAST
 EE1591'OF THE CENTERLINE OF COUNTY ROAD 135.  84.6 FEET SOUTHWEST OF A
 EE1591'POWER POLE.  55.0 FEET NORTHEAST OF A POWER POLE.
 EE1591
 EE1591                          STATION RECOVERY (1975)
 EE1591
 EE1591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (CRH)
 EE1591'DES. APPEARS TO BE INCORRECT.  PLOTTING OF COORDS. PLACE STA IN
 EE1591'YD. OF NEW HOUSE.  OWNER INDICATED AREA HAS BEEN BULL DOZED AND
 EE1591'STA WAS PROB DES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1604 ***********************************************************************
 EE1604  DESIGNATION -  BV 055 204
 EE1604  PID         -  EE1604
 EE1604  STATE/COUNTY-  GA/FANNIN
 EE1604  USGS QUAD   -  EPWORTH (1988)
 EE1604
 EE1604                         *CURRENT SURVEY CONTROL
 EE1604  ___________________________________________________________________
 EE1604* NAD 83(1994)-  34 58 22.88850(N)    084 27 03.48062(W)     ADJUSTED  
 EE1604* NAVD 88     -       543.     (meters)    1781.     (feet)  VERTCON   
 EE1604  ___________________________________________________________________
 EE1604  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 EE1604  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE1604
 EE1604  HORZ ORDER  -  SECOND
 EE1604
 EE1604.The horizontal coordinates were established by classical geodetic methods
 EE1604.and adjusted by the National Geodetic Survey in September 1997..
 EE1604
 EE1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1604
 EE1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1604
 EE1604.The geoid height was determined by GEOID03.
 EE1604
 EE1604;                    North         East     Units Scale Factor Converg.
 EE1604;SPC GA W     -   551,468.610   674,040.803   MT  0.99990830   -0 09 46.7
 EE1604;SPC GA W     - 1,809,276.60  2,211,415.53   sFT  0.99990830   -0 09 46.7
 EE1604;SPC TN       -    72,094.800   741,457.434   MT  1.00006042   +0 54 24.7
 EE1604;SPC TN       -   236,531.02  2,432,598.26   sFT  1.00006042   +0 54 24.7
 EE1604;UTM  16      - 3,873,019.844   732,706.344   MT  1.00026746   +1 27 42.3
 EE1604
 EE1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1604!SPC GA W     -   0.99991932  x   0.99990830  =   0.99982762
 EE1604!SPC TN       -   0.99991932  x   1.00006042  =   0.99997973
 EE1604!UTM  16      -   0.99991932  x   1.00026746  =   1.00018675
 EE1604
 EE1604:                Primary Azimuth Mark                     Grid Az
 EE1604:SPC GA W     -  FLAT TOP MTN LOT                         200 53 30.2
 EE1604:SPC TN       -  FLAT TOP MTN LOT                         199 49 18.8
 EE1604:UTM  16      -  FLAT TOP MTN LOT                         199 16 01.2
 EE1604
 EE1604|---------------------------------------------------------------------|
 EE1604| PID    Reference Object                     Distance      Geod. Az  |
 EE1604|                                                           dddmmss.s |
 EE1604| EE1845 FLAT TOP MTN LOT                    APPROX.13.7 KM 2004343.5 |
 EE1604|---------------------------------------------------------------------|
 EE1604
 EE1604                          SUPERSEDED SURVEY CONTROL
 EE1604
 EE1604  NAD 83(1986)-  34 58 22.89336(N)    084 27 03.48571(W) AD(       ) 2
 EE1604  NAD 27      -  34 58 22.61154(N)    084 27 03.74948(W) AD(       ) 2
 EE1604  NGVD 29 (07/19/86)  543.     (m)         1781.     (f) VERT ANG       
 EE1604
 EE1604.Superseded values are not recommended for survey control.
 EE1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1604.See file dsdata.txt to determine how the superseded data were derived.
 EE1604
 EE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3270673020(NAD 83)
 EE1604_MARKER: DD = SURVEY DISK
 EE1604_SETTING: 0 = UNSPECIFIED SETTING
 EE1604
 EE1604  HISTORY     - Date     Condition        Report By
 EE1604  HISTORY     - 1972     MONUMENTED       GADT
 EE1604
 EE1604                          STATION DESCRIPTION
 EE1604
 EE1604'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1604'THE STATION IS LOCATED 4.5 MILES WEST OF MC CAYSVILLE,
 EE1604'GEORGIA.  10.4 MILES NORTHWEST OF BLUE RIDGE, GEORGIA.  19.3
 EE1604'MILES NORTH OF ELLIJAY.
 EE1604'
 EE1604'TO REACH FROM THE INTERSECTION OF GA. 5 AND THE POST OFFICE IN
 EE1604'MC CAYSVILLE, GEORGIA, PROCEED WEST ON TENNESSEE AVENUE FOR 1.20
 EE1604'MILES TO A CONCRETE BRIDGE.  CONTINUE WEST FOR 0.60 MILE TO
 EE1604'FAIRVIEW BAPTIST CHURCH AND COUNTY ROAD S1007, PROCEED WEST FOR
 EE1604'0.40 MILE ON COUNTY ROAD S1007 TO REST LAWN CEMETERY.  CONTINUE
 EE1604'WEST FOR 1.84 MILES ON COUNTY ROAD S1007 TO COUNTY ROAD 182,
 EE1604'PROCEED NORTHWEST ON COUNTY ROAD 182 FOR 0.67 MILE TO MTN. VIEW
 EE1604'CHURCH.  CONTINUE WEST FOR 1.11 MILE ON COUNTY ROAD 182 TO
 EE1604'MT. LIBERTY CHURCH.  THE STATION IS LOCATED NEAR THE CHURCH.
 EE1604'
 EE1604'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1604'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.71
 EE1604'METERS BELOW THE STATION.  THE STATION IS LOCATED 24.7 FEET
 EE1604'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 182.  54.8 FEET
 EE1604'NORTHEAST OF A 24 INCH WATER OAK TREE.  6 FEET SOUTHWEST OF
 EE1604'AN 18 INCH WATER OAK TREE.  39.0 FEET SOUTHEAST OF THE SOUTHEAST
 EE1604'CORNER OF THE CHURCH.
 EE1604'
 EE1604'THE AZIMUTH MARK IS LOCATED 0.1 MILE SOUTHWEST OF THE
 EE1604'STATION.  15 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 EE1604'182.  37.4 FEET SOUTH OF A 10 INCH SWEET GUM TREE.  39.5 FEET
 EE1604'EAST OF A 16 INCH BLACK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1595 ***********************************************************************
 EE1595  CBN         -  This is a Cooperative Base Network Control Station.
 EE1595  DESIGNATION -  BV 055 205
 EE1595  PID         -  EE1595
 EE1595  STATE/COUNTY-  GA/FANNIN
 EE1595  USGS QUAD   -  MINERAL BLUFF (1988)
 EE1595
 EE1595                         *CURRENT SURVEY CONTROL
 EE1595  ___________________________________________________________________
 EE1595* NAD 83(1994)-  34 54 15.44285(N)    084 21 33.41971(W)     ADJUSTED  
 EE1595* NAVD 88     -       586.2    (meters)    1923.     (feet)  GPS OBS   
 EE1595  ___________________________________________________________________
 EE1595  X           -     514,742.141 (meters)                     COMP
 EE1595  Y           -  -5,211,608.581 (meters)                     COMP
 EE1595  Z           -   3,629,482.981 (meters)                     COMP
 EE1595  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EE1595  ELLIP HEIGHT-         557.44  (meters)          (01/30/03) GPS OBS
 EE1595  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE1595
 EE1595  HORZ ORDER  -  B
 EE1595  ELLP ORDER  -  FOURTH    CLASS II
 EE1595
 EE1595.The horizontal coordinates were established by GPS observations
 EE1595.and adjusted by the National Geodetic Survey in January 2003..
 EE1595
 EE1595.The orthometric height was determined by GPS observations and a
 EE1595.high-resolution geoid model.
 EE1595
 EE1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1595
 EE1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1595
 EE1595.The ellipsoidal height was determined by GPS observations
 EE1595.and is referenced to NAD 83.
 EE1595
 EE1595.The geoid height was determined by GEOID03.
 EE1595
 EE1595;                    North         East     Units Scale Factor Converg.
 EE1595;SPC GA W     -   543,823.974   682,397.683   MT  0.99990382   -0 06 36.8
 EE1595;SPC GA W     - 1,784,195.82  2,238,833.06   sFT  0.99990382   -0 06 36.8
 EE1595;UTM  16      - 3,865,612.155   741,279.747   MT  1.00031756   +1 30 42.4
 EE1595
 EE1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1595!SPC GA W     -   0.99991251  x   0.99990382  =   0.99981634
 EE1595!UTM  16      -   0.99991251  x   1.00031756  =   1.00023004
 EE1595
 EE1595:                Primary Azimuth Mark                     Grid Az
 EE1595:SPC GA W     -  PINEY                                    053 56 50.4
 EE1595:UTM  16      -  PINEY                                    052 19 31.2
 EE1595
 EE1595|---------------------------------------------------------------------|
 EE1595| PID    Reference Object                     Distance      Geod. Az  |
 EE1595|                                                           dddmmss.s |
 EE1595| EE1593 PINEY                               APPROX.10.0 KM 0535013.6 |
 EE1595| EE1598 BLUE RIDGE RAD STA WPPL MAST        APPROX. 4.7 KM 1500649.4 |
 EE1595|---------------------------------------------------------------------|
 EE1595
 EE1595                          SUPERSEDED SURVEY CONTROL
 EE1595
 EE1595  NAD 83(1994)-  34 54 15.44286(N)    084 21 33.41940(W) AD(       ) B
 EE1595  ELLIP H (09/11/96)  557.45   (m)                       GP(       ) 4 1
 EE1595  NAD 83(1994)-  34 54 15.44220(N)    084 21 33.41877(W) AD(       ) B
 EE1595  ELLIP H (03/09/95)  557.45   (m)                       GP(       ) 1 1
 EE1595  NAD 83(1986)-  34 54 15.44771(N)    084 21 33.42596(W) AD(       ) 1
 EE1595  NAD 27      -  34 54 15.15245(N)    084 21 33.71458(W) AD(       ) 2
 EE1595  NGVD 29 (07/19/86)  587.0    (m)         1926.     (f) VERT ANG       
 EE1595
 EE1595.Superseded values are not recommended for survey control.
 EE1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1595.See file dsdata.txt to determine how the superseded data were derived.
 EE1595
 EE1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4128065612(NAD 83)
 EE1595_MARKER: DD = SURVEY DISK
 EE1595_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EE1595_STAMPING: 055-205
 EE1595_MARK LOGO: GAHD  
 EE1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1595+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 EE1595
 EE1595  HISTORY     - Date     Condition        Report By
 EE1595  HISTORY     - 1972     MONUMENTED       GAHD
 EE1595  HISTORY     - 19940306 GOOD             GADT
 EE1595  HISTORY     - 19950426 GOOD             NGS
 EE1595  HISTORY     - 19950822 GOOD             NGS
 EE1595  HISTORY     - 20050608 GOOD             EGPSSO
 EE1595
 EE1595                          STATION DESCRIPTION
 EE1595
 EE1595'DESCRIBED BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1972 (WRN)
 EE1595'THE STATION IS LOCATED 5.7 MILES SOUTH OF MC CAYSVILLE,
 EE1595'GEORGIA.  3.3 MILES NORTHWEST OF BLUE RIDGE, GEORGIA.  15.8
 EE1595'MILES NORTHEAST OF ELLIJAY, GEORGIA ON THE PROPERTY OF MR. BILL
 EE1595'MERCIER.
 EE1595'
 EE1595'TO REACH FROM THE INTERSECTION OF U.S. 76, GA. 5, AND GA. 2,
 EE1595'PROCEED WEST 0.15 MILE TO THE INTERSECTION OF GA. 5 AND GA. 2,
 EE1595'PROCEED NORTH 3.75 MILES TO DIRT DRIVEWAY OF MR. BILL MERCIER,
 EE1595'PROCEED NORTH ON DRIVE 0.85 MILE THROUGH THE APPLE ORCHARD.  THE
 EE1595'STATION IS LOCATED ON THE WEST SIDE OF THE DRIVE.
 EE1595'
 EE1595'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1595'WITH THE GROUND.  THE STATION IS LOCATED 13 FEET WEST OF THE
 EE1595'CENTERLINE OF ROAD THROUGH THE APPLE ORCHARD.  7.5 FEET NORTHEAST
 EE1595'OF AN APPLE TREE.  10.0 FEET SOUTHEAST OF AN APPLE TREE.
 EE1595
 EE1595                          STATION RECOVERY (1994)
 EE1595
 EE1595'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE1595'THE STATION IS LOCATED 5.7 MI (9.2 KM) SOUTH OF MC CAYSVILLE, 7.0 MI
 EE1595'(11.3 KM) NORTH OF BLUE RIDGE, 15.8 MI (25.4 KM) NORTHEAST OF ELLIJAY
 EE1595'ON THE PROPERTY OF MR. BILL MERCIER. TO REACH THE STATION FROM THE
 EE1595'INTERSECTION OF U.S. HIGHWAY 76 AND STATE HIGHWAY 5, WHICH IS 2.5 MI
 EE1595'(4.0 KM) NORTHEAST OF BLUE RIDGE, GO NORTHWEST ON HIGHWAY 5 FOR 3.75
 EE1595'MI (6.03 KM) TO DIRT DRIVEWAY OF MR. BILL MERCIER, TURN RIGHT AND GO
 EE1595'NORTH ON DRIVEWAY FOR 0.85 MI (1.37 KM) THROUGH APPLE ORCHARD TO
 EE1595'STATION ON THE LEFT. THE STATION IS FLUSH WITH THE GROUND.  LOCATED 13
 EE1595'FT (4.0 M) WEST OF THE CENTER OF THE DRIVE, IT IS 10.0 FT (3.0 M)
 EE1595'SOUTHEAST OF AN APPLE TREE AND 7.5 FT (2.3 M) NORTHEAST OF AN APPLE
 EE1595'TREE.
 EE1595
 EE1595                          STATION RECOVERY (1995)
 EE1595
 EE1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 EE1595'MARK IS 16 MILES (25.7 KM) NE OF ELLIJAY, 7 MILES (11.3 KM) SOUTH OF
 EE1595'MCCAYSVILE, 3.5 MILES (5.6 KM) NW OF BLUE RIDGE, IN A LARGE APPLE
 EE1595'ORCHARD OWNED BY BILL AND TIM MERCIER (NAME RHYMES WITH HERE) , FATHER
 EE1595'AND SON.  THE FATHERS PHONE NUMBER IS 706-632-2801.  IT IS ADVISABLE
 EE1595'TO CALL AHEAD TO CHECK WHETHER GATE IS OPEN AND WHETHER SPRAYING OR
 EE1595'OTHER OPERATIONS ARE GOING ON.  ALTERNATIVE NUMBER IS AT THE MERCIER
 EE1595'APPLE HOUSE, 706-632-2364.  THIS MARK CAN BE HARD TO FIND.  FROM THE
 EE1595'STANDPOINT OF ACCESS, IT IS NOT AN IDEAL HARN MARK, BUT WAS THE BEST
 EE1595'AVAILABLE EXISTING MARK IN THE AREA.  TO REACH FROM THE POST OFFICE IN
 EE1595'BLUE RIDGE, JUNCTION OF 1ST AND DEPOT STREETS, DRIVE NE ON 1ST ST 0.5
 EE1595'MILE (0.8 KM) TO US 76.  CONTINUE ACROSS, NOW ON STATE ROUTE 5, AND
 EE1595'DRIVE NORTH AND NW TOWARD MCCAYSVILLE 3.1 MILES (5.0 KM) TO A GRAVEL
 EE1595'FARM ROAD ON RIGHT OPPOSITE A SMALL BLUE FRAME HOUSE.  ALONG THE WAY
 EE1595'AT 1.55 MILES (2.49 KM) NORTH FROM US 76 YOU WILL PASS THE APPLE HOUSE
 EE1595'ON THE LEFT.  TURN RIGHT ONTO FARM ROAD TO A GATE WHICH MAY BE LOCKED
 EE1595'(IF SO CALL AS MENTIONED ABOVE) , BEAR LEFT UPHILL WITH ORCHARD ON
 EE1595'RIGHT AND HOUSE AND THEN WOODS ON LEFT FOR 0.15 MILE (0.24 KM) , BEAR
 EE1595'RIGHT AT FORK (NOW ORCHARD ON BOTH SIDES) , PASS MIXING TANK AND SHED
 EE1595'ON LEFT AT 0.15 MILE (0.24 KM) , CONTINUE STRAIGHT, THEN CURVE TO LEFT
 EE1595', 0.35 MILE (0.56 KM) IN ALL FROM THE FORK TO THE MARK ON THE LEFT ON
 EE1595'UPPER SIDE OF ROAD JUST BEFORE A SHARP LEFT BEND, 13 FT (4.0 M) WEST
 EE1595'OF ROAD CENTER, 10 FT (3.0 M) SOUTH OF ONE APPLE TREE AND 7.5 FT (2.3
 EE1595'M) NORTH OF ANOTHER, ABOUT 4 FT (1.2 M) ABOVE RD.  ON THIS DATE MR.
 EE1595'TIM MERCIER GAVE PERMISSION TO KEEP BRANCHES OF ADJOINING APPLE TREES
 EE1595'REASONABLY TRIMMED BACK TO MAINTAIN GPS VISIBILITY.  RECOMMEND
 EE1595'DISCUSSING ANY FUTURE TRIMMING WITH ORCHARD PERSONNEL TO MAINTAIN GOOD
 EE1595'RELATIONS AND AVOID ANY MISUNDERSTANDING.  OWNERS VERY COOPERATIVE AT
 EE1595'THIS TIME.
 EE1595
 EE1595                          STATION RECOVERY (1995)
 EE1595
 EE1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 EE1595'THE STATION IS LOCATED ABOUT 15.8 MI (25.4 KM) NORTHEAST OF ELLIJAY,
 EE1595'5.7 MI (9.2 KM) SOUTH MCCAYSVILLE, 3.3 MI (5.3 KM) NORTHWEST OF BLUE
 EE1595'RIDGE, IN THE MIDDLE OF SEVERAL APPLE ORCHARDS AND ON THE PROPERTY OF
 EE1595'MR. BILL MERCIER.  PHONE 706-632-5711.  TO REACH THE STATION FROM THE
 EE1595'JUNCTION OF U.S. HIGHWAY 76, GEORGIA ROUTE 5 AND GEORGIA ROUTE 2, GO
 EE1595'NORTH ON GEORGIA ROUTE 5 FOR 3.1 MI (5.0 KM) TO WILLOW ROAD (GRAVEL)
 EE1595'TO THE RIGHT, OPPOSITE A SMALL BLUE FRAME HOUSE.  YOU WILL PASS
 EE1595'MERCIER APPLE STORE ON LEFT AT 1.55 MI (2.49 KM) FROM U.S. HIGHWAY 76.
 EE1595'TURN RIGHT ON WILLOW ROAD (GRAVEL) 0.05 MI (0.08 KM) TO GATE WHICH MAY
 EE1595'BE LOCKED.  IF GATE IS LOCKED, RETURN TO APPLE STORE AND REQUEST KEY
 EE1595'OR CALL BILL OR TIM MERCIER.  FROM GATE BEAR LEFT GO NORTHWEST UPHILL,
 EE1595'WITH ORCHARD ON RIGHT AND HOUSE AND THEN WOODS ON LEFT FOR 0.15 MI
 EE1595'(0.24 KM) TO FORK.  BEAR RIGHT AT FORK (ORCHARD NOW ON BOTH SIDES) AND
 EE1595'GO 0.15 MI (0.24 KM) TO MIXING TANK AND SHED, THEN CURVE AROUND NORTH
 EE1595'0.25 MI (0.40 KM) TO STATION ON LEFT.  STATION IS ON THE SIDE OF A
 EE1595'SLOPE OF A EAST-FACING HILL, 12 FT (3.7 M) WEST OF DIRT ROAD, 7 FT
 EE1595'(2.1 M) EAST OF WITNESS POST IN NORTH-SOUTH TREE LINE, 3.5 FT (1.1 M)
 EE1595'ABOVE THE ROAD.
 EE1595
 EE1595                          STATION RECOVERY (2005)
 EE1595
 EE1595'RECOVERY NOTE BY EGPS SOLUTIONS LLC 2005 (LBS)
 EE1595'IT IS ALONG THE UN-NAMED DRIVE NORTH OF WILLOW DRIVE AND INTO THE
 EE1595'ORCHARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1605 ***********************************************************************
 EE1605  DESIGNATION -  BV 055 206
 EE1605  PID         -  EE1605
 EE1605  STATE/COUNTY-  GA/FANNIN
 EE1605  USGS QUAD   -  EPWORTH (1988)
 EE1605
 EE1605                         *CURRENT SURVEY CONTROL
 EE1605  ___________________________________________________________________
 EE1605* NAD 83(1994)-  34 54 07.84317(N)    084 27 08.14466(W)     ADJUSTED  
 EE1605* NAVD 88     -       572.     (meters)    1877.     (feet)  VERTCON   
 EE1605  ___________________________________________________________________
 EE1605  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 EE1605  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1605
 EE1605  HORZ ORDER  -  SECOND
 EE1605
 EE1605.The horizontal coordinates were established by classical geodetic methods
 EE1605.and adjusted by the National Geodetic Survey in September 1997..
 EE1605
 EE1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1605
 EE1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1605
 EE1605.The geoid height was determined by GEOID03.
 EE1605
 EE1605;                    North         East     Units Scale Factor Converg.
 EE1605;SPC GA W     -   543,610.092   673,900.071   MT  0.99990839   -0 09 48.3
 EE1605;SPC GA W     - 1,783,494.11  2,210,953.82   sFT  0.99990839   -0 09 48.3
 EE1605;UTM  16      - 3,865,157.669   732,788.310   MT  1.00026794   +1 27 30.3
 EE1605
 EE1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1605!SPC GA W     -   0.99991474  x   0.99990839  =   0.99982314
 EE1605!UTM  16      -   0.99991474  x   1.00026794  =   1.00018266
 EE1605
 EE1605:                Primary Azimuth Mark                     Grid Az
 EE1605:SPC GA W     -  BV 055 206 AZ MK                         014 47 55.4
 EE1605:UTM  16      -  BV 055 206 AZ MK                         013 10 36.8
 EE1605
 EE1605|---------------------------------------------------------------------|
 EE1605| PID    Reference Object                     Distance      Geod. Az  |
 EE1605|                                                           dddmmss.s |
 EE1605| CZ4315 BV 055 206 AZ MK                                   0143807.1 |
 EE1605|---------------------------------------------------------------------|
 EE1605
 EE1605                          SUPERSEDED SURVEY CONTROL
 EE1605
 EE1605  NAD 83(1986)-  34 54 07.84792(N)    084 27 08.14927(W) AD(       ) 2
 EE1605  NAD 27      -  34 54 07.56047(N)    084 27 08.41515(W) AD(       ) 2
 EE1605  NGVD 29 (07/19/86)  572.     (m)         1877.     (f) VERT ANG       
 EE1605
 EE1605.Superseded values are not recommended for survey control.
 EE1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1605.See file dsdata.txt to determine how the superseded data were derived.
 EE1605
 EE1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3278865158(NAD 83)
 EE1605_MARKER: DD = SURVEY DISK
 EE1605_SETTING: 0 = UNSPECIFIED SETTING
 EE1605
 EE1605  HISTORY     - Date     Condition        Report By
 EE1605  HISTORY     - 1972     MONUMENTED       GADT
 EE1605
 EE1605                          STATION DESCRIPTION
 EE1605
 EE1605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1605'THE STATION IS LOCATED 7.6 MILES SOUTHWEST OF MC CAYSVILLE,
 EE1605'GEORGIA.  7.7 MILES NORTHWEST OF BLUE RIDGE, GEORGIA.  4.6 MILES
 EE1605'WEST OF THE INTERSECTION OF GA. 2 WEST AND GA. 5.
 EE1605'
 EE1605'TO REACH FROM THE INTERSECTION OF GA. 5 AND GA. 2 NORTHWEST OF
 EE1605'BLUE RIDGE, PROCEED WEST 6.1 MILES ON GA. 2 TO COUNTY ROAD 1007,
 EE1605'PROCEED NORTH ON COUNTY ROAD 1007 FOR 0.3 MILE TO THE STATION ON
 EE1605'THE LEFT.
 EE1605'
 EE1605'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1605'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.72 METERS
 EE1605'BELOW THE STATION.  THE STATION IS LOCATED 36.5 FEET WEST OF
 EE1605'THE CENTERLINE ON COUNTY ROAD 1007.  6.5 FEET SOUTHWEST OF A
 EE1605'POWER POLE, 200 FEET SOUTHWEST OF THE P.I. OF THE SCHOOL DRIVE
 EE1605'AND COUNTY ROAD.
 EE1605'
 EE1605'THE AZIMUTH MARK IS LOCATED NORTH OF THE STATION.  19.4 FEET
 EE1605'WEST OF THE CENTERLINE OF THE COUNTY ROAD.  44.0 FEET NORTHEAST
 EE1605'OF A POWER POLE.  48.0 FEET SOUTHEAST OF A 3 INCH LOCUST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0031 ***********************************************************************
 EE0031  DESIGNATION -  BV 055 207
 EE0031  PID         -  EE0031
 EE0031  STATE/COUNTY-  GA/FANNIN
 EE0031  USGS QUAD   -  MINERAL BLUFF (1988)
 EE0031
 EE0031                         *CURRENT SURVEY CONTROL
 EE0031  ___________________________________________________________________
 EE0031* NAD 83(1994)-  34 52 55.50913(N)    084 16 54.53001(W)     ADJUSTED  
 EE0031* NAVD 88     -       520.04   (+/-2cm)    1706.2    (feet)  VERTCON   
 EE0031  ___________________________________________________________________
 EE0031  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 EE0031  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE0031
 EE0031  HORZ ORDER  -  SECOND
 EE0031  VERT ORDER  -  THIRD (See Below)
 EE0031
 EE0031.The horizontal coordinates were established by classical geodetic methods
 EE0031.and adjusted by the National Geodetic Survey in September 1997..
 EE0031
 EE0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0031.The vertical order pertains to the NGVD 29 superseded value.
 EE0031
 EE0031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE0031
 EE0031.The geoid height was determined by GEOID03.
 EE0031
 EE0031;                    North         East     Units Scale Factor Converg.
 EE0031;SPC GA W     -   541,350.078   689,474.414   MT  0.99990136   -0 03 57.1
 EE0031;SPC GA W     - 1,776,079.38  2,262,050.64   sFT  0.99990136   -0 03 57.1
 EE0031;UTM  16      - 3,863,338.515   748,426.768   MT  1.00036071   +1 33 19.1
 EE0031
 EE0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE0031!SPC GA W     -   0.99992290  x   0.99990136  =   0.99982427
 EE0031!UTM  16      -   0.99992290  x   1.00036071  =   1.00028358
 EE0031
 EE0031:                Primary Azimuth Mark                     Grid Az
 EE0031:SPC GA W     -  PINEY                                    006 42 22.8
 EE0031:UTM  16      -  PINEY                                    005 05 06.6
 EE0031
 EE0031|---------------------------------------------------------------------|
 EE0031| PID    Reference Object                     Distance      Geod. Az  |
 EE0031|                                                           dddmmss.s |
 EE0031| EE1593 PINEY                               APPROX. 8.4 KM 0063825.7 |
 EE0031|---------------------------------------------------------------------|
 EE0031
 EE0031                          SUPERSEDED SURVEY CONTROL
 EE0031
 EE0031  NAD 83(1986)-  34 52 55.51370(N)    084 16 54.53565(W) AD(       ) 2
 EE0031  NAD 27      -  34 52 55.21416(N)    084 16 54.83248(W) AD(       ) 2
 EE0031  NGVD 29 (11/20/03)  520.05   (m)         1706.2    (f) RESET       3  
 EE0031
 EE0031.Superseded values are not recommended for survey control.
 EE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0031.See file dsdata.txt to determine how the superseded data were derived.
 EE0031
 EE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4842763339(NAD 83)
 EE0031_MARKER: DD = SURVEY DISK
 EE0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0031_SP_SET: MONUMENT
 EE0031_STAMPING: 055 207
 EE0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0031
 EE0031  HISTORY     - Date     Condition        Report By
 EE0031  HISTORY     - 1972     MONUMENTED       GADT
 EE0031  HISTORY     - 1972     GOOD             NGS
 EE0031
 EE0031                          STATION DESCRIPTION
 EE0031
 EE0031'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE0031'THE STATION IS LOCATED 2.7 MILES NORTHEAST OF BLUE RIDGE,
 EE0031'GEORGIA.  2.4 MILES SOUTH OF MINERAL BLUFF, GEORGIA.  2.3 MILES
 EE0031'WEST OF THE INTERSECTION OF U.S. 76 AND GA. 60.  PERMISSION WAS
 EE0031'GIVEN BY MR. FRANK ADKINS, SUPERVISOR OF THE HIWASSEE DAM.
 EE0031'
 EE0031'TO REACH FROM THE INTERSECTION OF THE FANNIN COUNTY LINE AND
 EE0031'GA. 5, PROCEED NORTH ON GA. 5 FOR 2.77 MILES TO GA. 5 BYPASS,
 EE0031'CONTINUE EAST ON GA. 5 FOR 1.43 MILES TO GA. 2, PROCEED NORTH ON
 EE0031'GA. 2 FOR 3.40 MILES TO THE STATION ON THE RIGHT AT HIWASSEE DAM.
 EE0031'
 EE0031'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE0031'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.74 METERS
 EE0031'BELOW THE STATION.  THE STATION IS LOCATED 50 FEET EAST OF THE
 EE0031'CENTERLINE OF GA. 2.  32.9 FEET SOUTHWEST OF A 24 INCH OAK
 EE0031'TREE.  23 FEET NORTHEAST OF A 20 INCH OAK TREE.
 EE0031
 EE0031                          STATION RECOVERY (1972)
 EE0031
 EE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0031'2.7 MI NE FROM BLUE RIDGE.
 EE0031'TO REACH FROM THE INTERSECTION OF THE FANNIN COUNTY LINE AND
 EE0031'STATE ROUTE 5, GO NORTH ON ROUTE 5 FOR 2.77 MILES TO ROUTE 5
 EE0031'BYPASS, CONTINUE EAST ON ROUTE 5 FOR 1.43 MILES TO STATE ROUTE 2,
 EE0031'GO NORTH ON ROUTE 2 FOR 3.4 MILES TO THE STATION ON THE RIGHT AT
 EE0031'THE HIWASSEE DAM.  THE MARK IS SET IN THE TOP OF A CONCRETE
 EE0031'MONUMENT FLUSH WITH THE GROUND SURFACE, 50 FEET EAST OF THE
 EE0031'CENTERLINE OF THE HIGHWAY, 32.9 FEET SOUTHWEST OF A 24-INCH OAK
 EE0031'TREE AND 23 FEET NORTHEAST OF A 20-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1601 ***********************************************************************
 EE1601  DESIGNATION -  BV 055 209 GAHD 1972
 EE1601  PID         -  EE1601
 EE1601  STATE/COUNTY-  GA/FANNIN
 EE1601  USGS QUAD   -  BLUE RIDGE (1988)
 EE1601
 EE1601                         *CURRENT SURVEY CONTROL
 EE1601  ___________________________________________________________________
 EE1601* NAD 83(1994)-  34 51 43.10762(N)    084 19 34.73740(W)     ADJUSTED  
 EE1601* NAVD 88     -       541.2    (meters)    1776.     (feet)  VERTCON   
 EE1601  ___________________________________________________________________
 EE1601  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EE1601  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1601
 EE1601  HORZ ORDER  -  SECOND
 EE1601
 EE1601.The horizontal coordinates were established by classical geodetic methods
 EE1601.and adjusted by the National Geodetic Survey in September 1997..
 EE1601
 EE1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1601
 EE1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1601
 EE1601.The geoid height was determined by GEOID03.
 EE1601
 EE1601;                    North         East     Units Scale Factor Converg.
 EE1601;SPC GA W     -   539,124.740   685,402.932   MT  0.99990263   -0 05 28.5
 EE1601;SPC GA W     - 1,768,778.42  2,248,692.79   sFT  0.99990263   -0 05 28.5
 EE1601;UTM  16      - 3,860,997.867   744,418.066   MT  1.00033636   +1 31 44.5
 EE1601
 EE1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1601!SPC GA W     -   0.99991958  x   0.99990263  =   0.99982222
 EE1601!UTM  16      -   0.99991958  x   1.00033636  =   1.00025591
 EE1601
 EE1601:                Primary Azimuth Mark                     Grid Az
 EE1601:SPC GA W     -  BLUE RIDGE RAD STA WPPL MAST             312 28 26.7
 EE1601:UTM  16      -  BLUE RIDGE RAD STA WPPL MAST             310 51 13.7
 EE1601
 EE1601|---------------------------------------------------------------------|
 EE1601| PID    Reference Object                     Distance      Geod. Az  |
 EE1601|                                                           dddmmss.s |
 EE1601| EE1598 BLUE RIDGE RAD STA WPPL MAST        APPROX. 0.9 KM 3122258.2 |
 EE1601| AB6432 BLUE RESET                          APPROX. 1.0 KM 3374712.6 |
 EE1601|---------------------------------------------------------------------|
 EE1601
 EE1601                          SUPERSEDED SURVEY CONTROL
 EE1601
 EE1601  NAD 83(1986)-  34 51 43.11257(N)    084 19 34.74386(W) AD(       ) 2
 EE1601  NAD 27      -  34 51 42.81310(N)    084 19 35.03774(W) AD(       ) 2
 EE1601  NGVD 29 (07/19/86)  541.2    (m)         1776.     (f) VERT ANG       
 EE1601
 EE1601.Superseded values are not recommended for survey control.
 EE1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1601.See file dsdata.txt to determine how the superseded data were derived.
 EE1601
 EE1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4441860998(NAD 83)
 EE1601_MARKER: DD = SURVEY DISK
 EE1601_SETTING: 0 = UNSPECIFIED SETTING
 EE1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1601
 EE1601  HISTORY     - Date     Condition        Report By
 EE1601  HISTORY     - 1972     MONUMENTED       GADT
 EE1601
 EE1601                          STATION DESCRIPTION
 EE1601
 EE1601'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1601'THE STATION IS LOCATED 8.7 MILES SOUTHEAST OF MC CAYSVILLE,
 EE1601'GEORGIA.  4.6 MILES SOUTHWEST OF MINERAL BLUFF, GEORGIA.  14.5
 EE1601'MILES NORTHEAST OF ELLIJAY, GEORGIA.
 EE1601'
 EE1601'TO REACH FROM THE INTERSECTION OF GA. 5 BYPASS AND U.S. 76,
 EE1601'PROCEED EAST ON U.S. 76 FOR 1.20 MILES TO THE STATION ON THE LEFT.
 EE1601'
 EE1601'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1601'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 15.8 FEET
 EE1601'SOUTHEAST OF A 4 INCH CATAWBA TREE.  17.6 FEET WEST OF THE
 EE1601'CENTERLINE OF U.S. 76.  33.9 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1597 ***********************************************************************
 EE1597  DESIGNATION -  BV 055 210 GAHD 1972
 EE1597  PID         -  EE1597
 EE1597  STATE/COUNTY-  GA/FANNIN
 EE1597  USGS QUAD   -  BLUE RIDGE (1988)
 EE1597
 EE1597                         *CURRENT SURVEY CONTROL
 EE1597  ___________________________________________________________________
 EE1597* NAD 83(1994)-  34 52 08.36479(N)    084 19 11.94314(W)     ADJUSTED  
 EE1597* NAVD 88     -       528.4    (meters)    1734.     (feet)  VERTCON   
 EE1597  ___________________________________________________________________
 EE1597  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EE1597  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1597
 EE1597  HORZ ORDER  -  SECOND
 EE1597
 EE1597.The horizontal coordinates were established by classical geodetic methods
 EE1597.and adjusted by the National Geodetic Survey in September 1997..
 EE1597
 EE1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1597
 EE1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1597
 EE1597.The geoid height was determined by GEOID03.
 EE1597
 EE1597;                    North         East     Units Scale Factor Converg.
 EE1597;SPC GA W     -   539,902.088   685,983.047   MT  0.99990242   -0 05 15.5
 EE1597;SPC GA W     - 1,771,328.77  2,250,596.05   sFT  0.99990242   -0 05 15.5
 EE1597;UTM  16      - 3,861,791.655   744,976.210   MT  1.00033972   +1 31 58.6
 EE1597
 EE1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1597!SPC GA W     -   0.99992159  x   0.99990242  =   0.99982402
 EE1597!UTM  16      -   0.99992159  x   1.00033972  =   1.00026128
 EE1597
 EE1597:                Primary Azimuth Mark                     Grid Az
 EE1597:SPC GA W     -  BV 055 209 GAHD 1972                     216 43 59.0
 EE1597:UTM  16      -  BV 055 209 GAHD 1972                     215 06 44.9
 EE1597
 EE1597|---------------------------------------------------------------------|
 EE1597| PID    Reference Object                     Distance      Geod. Az  |
 EE1597|                                                           dddmmss.s |
 EE1597| EE1601 BV 055 209 GAHD 1972                APPROX. 1.0 KM 2163843.5 |
 EE1597| EE1598 BLUE RIDGE RAD STA WPPL MAST        APPROX. 1.3 KM 2621138.8 |
 EE1597|---------------------------------------------------------------------|
 EE1597
 EE1597                          SUPERSEDED SURVEY CONTROL
 EE1597
 EE1597  NAD 83(1986)-  34 52 08.36974(N)    084 19 11.94959(W) AD(       ) 2
 EE1597  NAD 27      -  34 52 08.07062(N)    084 19 12.24378(W) AD(       ) 2
 EE1597  NGVD 29 (07/19/86)  528.4    (m)         1734.     (f) VERT ANG       
 EE1597
 EE1597.Superseded values are not recommended for survey control.
 EE1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1597.See file dsdata.txt to determine how the superseded data were derived.
 EE1597
 EE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4497661792(NAD 83)
 EE1597_MARKER: DD = SURVEY DISK
 EE1597_SETTING: 0 = UNSPECIFIED SETTING
 EE1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1597
 EE1597  HISTORY     - Date     Condition        Report By
 EE1597  HISTORY     - 1972     MONUMENTED       GADT
 EE1597
 EE1597                          STATION DESCRIPTION
 EE1597
 EE1597'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1597'THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF MINERAL BLUFF,
 EE1597'GEORGIA.  8.3 MILES SOUTHEAST OF MC CAYSVILLE, GEORGIA.  15.2
 EE1597'MILES NORTHEAST OF ELLIJAY, GEORGIA.
 EE1597'
 EE1597'TO REACH FROM THE INTERSECTION OF GA. 5 BYPASS AND U.S. 76,
 EE1597'PROCEED EAST ON U.S. 76 1.83 MILES TO THE STATION ON THE LEFT.
 EE1597'
 EE1597'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1597'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 103.0 FEET
 EE1597'SOUTH OF A POWER POLE.  23.6 FEET WEST OF THE CENTERLINE OF
 EE1597'U.S. 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1544 ***********************************************************************
 EE1544  DESIGNATION -  BV 055 211
 EE1544  PID         -  EE1544
 EE1544  STATE/COUNTY-  GA/FANNIN
 EE1544  USGS QUAD   -  CULBERSON (1988)
 EE1544
 EE1544                         *CURRENT SURVEY CONTROL
 EE1544  ___________________________________________________________________
 EE1544* NAD 83(1994)-  34 57 03.38250(N)    084 14 05.63121(W)     ADJUSTED  
 EE1544* NAVD 88     -       561.     (meters)    1841.     (feet)  VERTCON   
 EE1544  ___________________________________________________________________
 EE1544  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 EE1544  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1544
 EE1544  HORZ ORDER  -  SECOND
 EE1544
 EE1544.The horizontal coordinates were established by classical geodetic methods
 EE1544.and adjusted by the National Geodetic Survey in September 1997..
 EE1544
 EE1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1544
 EE1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1544
 EE1544.The geoid height was determined by GEOID03.
 EE1544
 EE1544;                    North         East     Units Scale Factor Converg.
 EE1544;SPC GA W     -   548,983.957   693,768.234   MT  0.99990048   -0 02 20.7
 EE1544;SPC GA W     - 1,801,124.87  2,276,137.95   sFT  0.99990048   -0 02 20.7
 EE1544;SPC TN       -    69,979.019   761,231.023   MT  1.00006623   +1 02 00.1
 EE1544;SPC TN       -   229,589.50  2,497,472.11   sFT  1.00006623   +1 02 00.1
 EE1544;UTM  16      - 3,871,094.576   752,504.636   MT  1.00038588   +1 35 05.6
 EE1544
 EE1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1544!SPC GA W     -   0.99991647  x   0.99990048  =   0.99981696
 EE1544!SPC TN       -   0.99991647  x   1.00006623  =   0.99998270
 EE1544!UTM  16      -   0.99991647  x   1.00038588  =   1.00030232
 EE1544
 EE1544:                Primary Azimuth Mark                     Grid Az
 EE1544:SPC GA W     -  BV 055 211 AZ MK                         047 44 12.2
 EE1544:SPC TN       -  BV 055 211 AZ MK                         046 39 51.4
 EE1544:UTM  16      -  BV 055 211 AZ MK                         046 06 45.9
 EE1544
 EE1544|---------------------------------------------------------------------|
 EE1544| PID    Reference Object                     Distance      Geod. Az  |
 EE1544|                                                           dddmmss.s |
 EE1544| CZ4316 BV 055 211 AZ MK                                   0474151.5 |
 EE1544|---------------------------------------------------------------------|
 EE1544
 EE1544                          SUPERSEDED SURVEY CONTROL
 EE1544
 EE1544  NAD 83(1986)-  34 57 03.38727(N)    084 14 05.63725(W) AD(       ) 2
 EE1544  NAD 27      -  34 57 03.09210(N)    084 14 05.93674(W) AD(       ) 2
 EE1544  NGVD 29 (07/19/86)  561.     (m)         1841.     (f) VERT ANG       
 EE1544
 EE1544.Superseded values are not recommended for survey control.
 EE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1544.See file dsdata.txt to determine how the superseded data were derived.
 EE1544
 EE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5250571095(NAD 83)
 EE1544_MARKER: DD = SURVEY DISK
 EE1544_SETTING: 0 = UNSPECIFIED SETTING
 EE1544
 EE1544  HISTORY     - Date     Condition        Report By
 EE1544  HISTORY     - 1972     MONUMENTED       GADT
 EE1544
 EE1544                          STATION DESCRIPTION
 EE1544
 EE1544'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1544'THE STATION IS LOCATED 8.2 MILES NORTHEAST OF BLUE RIDGE, GA.  2.2
 EE1544'MILES SOUTH OF THE GA./N.C. LINE AND 5.7 MILES SOUTHEAST OF THE
 EE1544'GA./TENN./N.C. LINE.
 EE1544'
 EE1544'TO REACH FROM THE INTERSECTION OF GA. 5 AND U.S. 76 IN BLUE RIDGE,
 EE1544'PROCEED EAST ON U.S. 76 FOR 6.20 MILES TO GA. 60, PROCEED NORTH ON
 EE1544'GA. 60 FOR 2.40 MILES TO GA. 245, CONTINUE NORTH ON GA. 60 FOR
 EE1544'3.55 MILES TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 EE1544'ON A HILL IN A PASTURE.
 EE1544'
 EE1544'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1544'WITH THE GROUND AND STAMPED B.V. 055-211 GAHD.  THE STATION IS
 EE1544'LOCATED 4.0 FEET SOUTH OF A POWER POLE.  17.0 FEET SOUTHEAST OF A
 EE1544'FENCE.  64.2 FEET NORTHEAST OF A 6 INCH OAK TREE.  54.6 FEET
 EE1544'WEST OF AN 8 INCH PINE TREE.
 EE1544'
 EE1544'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.23
 EE1544'MILES AND THE STATION WILL BE ON THE EAST SIDE OF HWY. 60 AND 40
 EE1544'FEET SOUTHEAST OF THE CENTERLINE OF HWY. 60.
 EE1544'
 EE1544'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A 10
 EE1544'INCH CYLINDRICAL CONCRETE POST AND POURED FLUSH WITH THE SURFACE
 EE1544'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1542 ***********************************************************************
 EE1542  DESIGNATION -  BV 055 213
 EE1542  PID         -  EE1542
 EE1542  STATE/COUNTY-  GA/FANNIN
 EE1542  USGS QUAD   -  WILSCOT (1988)
 EE1542
 EE1542                         *CURRENT SURVEY CONTROL
 EE1542  ___________________________________________________________________
 EE1542* NAD 83(1994)-  34 51 13.16382(N)    084 13 09.32975(W)     ADJUSTED  
 EE1542* NAVD 88     -       623.     (meters)    2044.     (feet)  VERTCON   
 EE1542  ___________________________________________________________________
 EE1542  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 EE1542  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE1542
 EE1542  HORZ ORDER  -  SECOND
 EE1542
 EE1542.The horizontal coordinates were established by classical geodetic methods
 EE1542.and adjusted by the National Geodetic Survey in September 1997..
 EE1542
 EE1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1542
 EE1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1542
 EE1542.The geoid height was determined by GEOID03.
 EE1542
 EE1542;                    North         East     Units Scale Factor Converg.
 EE1542;SPC GA W     -   538,191.718   695,190.958   MT  0.99990028   -0 01 48.2
 EE1542;SPC GA W     - 1,765,717.33  2,280,805.67   sFT  0.99990028   -0 01 48.2
 EE1542;UTM  16      - 3,860,341.656   754,233.121   MT  1.00039669   +1 35 24.0
 EE1542
 EE1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1542!SPC GA W     -   0.99990674  x   0.99990028  =   0.99980702
 EE1542!UTM  16      -   0.99990674  x   1.00039669  =   1.00030339
 EE1542
 EE1542:                Primary Azimuth Mark                     Grid Az
 EE1542:SPC GA W     -  BV 055 213 AZ MK                         173 12 13.7
 EE1542:UTM  16      -  BV 055 213 AZ MK                         171 35 01.5
 EE1542
 EE1542|---------------------------------------------------------------------|
 EE1542| PID    Reference Object                     Distance      Geod. Az  |
 EE1542|                                                           dddmmss.s |
 EE1542| CZ4317 BV 055 213 AZ MK                                   1731025.5 |
 EE1542|---------------------------------------------------------------------|
 EE1542
 EE1542                          SUPERSEDED SURVEY CONTROL
 EE1542
 EE1542  NAD 83(1986)-  34 51 13.16837(N)    084 13 09.33531(W) AD(       ) 2
 EE1542  NAD 27      -  34 51 12.86643(N)    084 13 09.63920(W) AD(       ) 2
 EE1542  NGVD 29 (07/19/86)  623.     (m)         2044.     (f) VERT ANG       
 EE1542
 EE1542.Superseded values are not recommended for survey control.
 EE1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1542.See file dsdata.txt to determine how the superseded data were derived.
 EE1542
 EE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5423360342(NAD 83)
 EE1542_MARKER: DD = SURVEY DISK
 EE1542_SETTING: 0 = UNSPECIFIED SETTING
 EE1542
 EE1542  HISTORY     - Date     Condition        Report By
 EE1542  HISTORY     - 1972     MONUMENTED       GADT
 EE1542
 EE1542                          STATION DESCRIPTION
 EE1542
 EE1542'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1542'THE STATION IS LOCATED 6.0 MILES EAST OF BLUE RIDGE, GEORGIA.  5.4
 EE1542'MILES SOUTHWEST OF MINERAL BLUFF, GEORGIA.  18.6 MILES NORTHEAST
 EE1542'OF ELLIJAY, GEORGIA.
 EE1542'
 EE1542'TO REACH FROM THE MORGANTON, GEORGIA POST OFFICE, PROCEED EAST FOR
 EE1542'0.1 MILE ON U.S. 76 TO GA. 60, PROCEED SOUTH ON GA. 60 FOR 2.9
 EE1542'MILES TO THE STATION ON THE RIGHT.
 EE1542'
 EE1542'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1542'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.68 METERS
 EE1542'BELOW THE STATION.  THE STATION IS LOCATED 27.9 FEET WEST OF THE
 EE1542'CENTERLINE OF GA. 60.  4.2 FEET EAST OF A FENCE.  34.0 FEET
 EE1542'NORTHWEST OF THE P.I. OF A DIRT DRIVEWAY.
 EE1542'
 EE1542'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION.  15.5
 EE1542'FEET WEST OF THE CENTERLINE OF GA. 60.  65.4 FEET NORTHWEST OF A
 EE1542'THREE-FORK MAPLE TREE.  11.7 FEET NORTH OF A MAILBOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1543 ***********************************************************************
 EE1543  DESIGNATION -  BV 055 214
 EE1543  PID         -  EE1543
 EE1543  STATE/COUNTY-  GA/FANNIN
 EE1543  USGS QUAD   -  WILSCOT (1988)
 EE1543
 EE1543                         *CURRENT SURVEY CONTROL
 EE1543  ___________________________________________________________________
 EE1543* NAD 83(1994)-  34 45 32.42455(N)    084 14 28.52736(W)     ADJUSTED  
 EE1543* NAVD 88     -       590.     (meters)    1936.     (feet)  VERTCON   
 EE1543  ___________________________________________________________________
 EE1543  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EE1543  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EE1543
 EE1543  HORZ ORDER  -  SECOND
 EE1543
 EE1543.The horizontal coordinates were established by classical geodetic methods
 EE1543.and adjusted by the National Geodetic Survey in September 1997..
 EE1543
 EE1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1543
 EE1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1543
 EE1543.The geoid height was determined by GEOID03.
 EE1543
 EE1543;                    North         East     Units Scale Factor Converg.
 EE1543;SPC GA W     -   527,693.873   693,171.509   MT  0.99990057   -0 02 33.1
 EE1543;SPC GA W     - 1,731,275.65  2,274,180.19   sFT  0.99990057   -0 02 33.1
 EE1543;UTM  16      - 3,849,785.793   752,510.068   MT  1.00038595   +1 34 25.2
 EE1543
 EE1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1543!SPC GA W     -   0.99991191  x   0.99990057  =   0.99981249
 EE1543!UTM  16      -   0.99991191  x   1.00038595  =   1.00029782
 EE1543
 EE1543:                Primary Azimuth Mark                     Grid Az
 EE1543:SPC GA W     -  BV 055 214 AZ MK                         115 26 51.1
 EE1543:UTM  16      -  BV 055 214 AZ MK                         113 49 52.8
 EE1543
 EE1543|---------------------------------------------------------------------|
 EE1543| PID    Reference Object                     Distance      Geod. Az  |
 EE1543|                                                           dddmmss.s |
 EE1543| CZ4318 BV 055 214 AZ MK                                   1152418.0 |
 EE1543|---------------------------------------------------------------------|
 EE1543
 EE1543                          SUPERSEDED SURVEY CONTROL
 EE1543
 EE1543  NAD 83(1986)-  34 45 32.42900(N)    084 14 28.53257(W) AD(       ) 2
 EE1543  NAD 27      -  34 45 32.11961(N)    084 14 28.83588(W) AD(       ) 2
 EE1543  NGVD 29 (07/19/86)  590.     (m)         1936.     (f) VERT ANG       
 EE1543
 EE1543.Superseded values are not recommended for survey control.
 EE1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1543.See file dsdata.txt to determine how the superseded data were derived.
 EE1543
 EE1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5251049786(NAD 83)
 EE1543_MARKER: DD = SURVEY DISK
 EE1543_SETTING: 0 = UNSPECIFIED SETTING
 EE1543
 EE1543  HISTORY     - Date     Condition        Report By
 EE1543  HISTORY     - 1972     MONUMENTED       GADT
 EE1543
 EE1543                          STATION DESCRIPTION
 EE1543
 EE1543'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1543'THE STATION IS LOCATED 8.7 MILES SOUTHEAST OF BLUE RIDGE,
 EE1543'GEORGIA.  10.9 MILES SOUTH OF MINERAL BLUFF, GEORGIA.  10.5 MILES
 EE1543'SOUTHWEST OF THE INTERSECTION OF GA. 325 AND U.S. 76.
 EE1543'
 EE1543'TO REACH FROM THE INTERSECTION OF U.S. 76 - GA. 5 AND GA. 5
 EE1543'BYPASS, PROCEED EAST 1.4 MILES ON U.S. 76 - GA. 5 TO
 EE1543'GA. 2.  CONTINUE EAST ON U.S. 76 1.2 MILES TO COUNTY ROAD
 EE1543'90810.  PROCEED SOUTH ON COUNTY ROAD 12.1 MILES TO THE STATION ON
 EE1543'THE LEFT.
 EE1543'
 EE1543'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1543'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.70 METERS
 EE1543'BELOW THE STATION.  THE STATION IS LOCATED 4.7 FEET NORTHEAST OF
 EE1543'A FENCE.  9.3 FEET SOUTHEAST OF THE CORNER OF THE FENCE.  47.2
 EE1543'FEET NORTH OF A POWER POLE.
 EE1543'
 EE1543'THE AZIMUTH MARK IS LOCATED 0.2 MILE EAST OF THE STATION.  4.0
 EE1543'FEET EAST OF A TELEPHONE POLE.  32.0 FEET SOUTHEAST OF THE
 EE1543'CENTERLINE OF THE COUNTY ROAD.  71.0 FEET NORTH OF A 10 INCH
 EE1543'HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1541 ***********************************************************************
 EE1541  DESIGNATION -  BV 055 215
 EE1541  PID         -  EE1541
 EE1541  STATE/COUNTY-  GA/FANNIN
 EE1541  USGS QUAD   -  WILSCOT (1988)
 EE1541
 EE1541                         *CURRENT SURVEY CONTROL
 EE1541  ___________________________________________________________________
 EE1541* NAD 83(1994)-  34 46 13.75161(N)    084 10 24.66411(W)     ADJUSTED  
 EE1541* NAVD 88     -       595.     (meters)    1952.     (feet)  VERTCON   
 EE1541  ___________________________________________________________________
 EE1541  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 EE1541  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE1541
 EE1541  HORZ ORDER  -  SECOND
 EE1541
 EE1541.The horizontal coordinates were established by classical geodetic methods
 EE1541.and adjusted by the National Geodetic Survey in September 1997..
 EE1541
 EE1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1541
 EE1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1541
 EE1541.The geoid height was determined by GEOID03.
 EE1541
 EE1541;                    North         East     Units Scale Factor Converg.
 EE1541;SPC GA W     -   528,964.752   699,372.893   MT  0.99990000   -0 00 14.1
 EE1541;SPC GA W     - 1,735,445.19  2,294,525.90   sFT  0.99990000   -0 00 14.1
 EE1541;UTM  16      - 3,851,231.829   758,676.248   MT  1.00042480   +1 36 46.1
 EE1541
 EE1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1541!SPC GA W     -   0.99991112  x   0.99990000  =   0.99981113
 EE1541!UTM  16      -   0.99991112  x   1.00042480  =   1.00033588
 EE1541
 EE1541:                Primary Azimuth Mark                     Grid Az
 EE1541:SPC GA W     -  BV 055 215 AZ MK                         163 28 59.6
 EE1541:UTM  16      -  BV 055 215 AZ MK                         161 51 59.4
 EE1541
 EE1541|---------------------------------------------------------------------|
 EE1541| PID    Reference Object                     Distance      Geod. Az  |
 EE1541|                                                           dddmmss.s |
 EE1541| CZ4319 BV 055 215 AZ MK                                   1632845.5 |
 EE1541|---------------------------------------------------------------------|
 EE1541
 EE1541                          SUPERSEDED SURVEY CONTROL
 EE1541
 EE1541  NAD 83(1986)-  34 46 13.75578(N)    084 10 24.66788(W) AD(       ) 2
 EE1541  NAD 27      -  34 46 13.44817(N)    084 10 24.96668(W) AD(       ) 2
 EE1541  NGVD 29 (07/19/86)  595.     (m)         1952.     (f) VERT ANG       
 EE1541
 EE1541.Superseded values are not recommended for survey control.
 EE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1541.See file dsdata.txt to determine how the superseded data were derived.
 EE1541
 EE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5867651232(NAD 83)
 EE1541_MARKER: Z = SEE DESCRIPTION
 EE1541_SETTING: 0 = UNSPECIFIED SETTING
 EE1541
 EE1541  HISTORY     - Date     Condition        Report By
 EE1541  HISTORY     - 1972     MONUMENTED       GADT
 EE1541
 EE1541                          STATION DESCRIPTION
 EE1541
 EE1541'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1541'THE STATION IS LOCATED 10.7 MILES SOUTHEAST OF BLUE RIDGE,
 EE1541'GEORGIA.  10.4 MILES NORTHWEST OF THE INTERSECTION OF GA. 60 AND
 EE1541'GA. 180.
 EE1541'
 EE1541'TO REACH FROM THE INTERSECTION OF GA. 5 AND U.S. 76 IN BLUE RIDGE,
 EE1541'PROCEED EAST ON U.S. 76 4.83 MILES TO THE INTERSECTION OF U.S. 76
 EE1541'AND GA. 60 NORTH.  PROCEED EAST ON U.S. 76 AND GA. 60 1.47 MILES
 EE1541'TO THE INTERSECTION OF U.S. 76 AND GA. 60 SOUTH.  PROCEED SOUTH
 EE1541'ON GA. 60 11.35 MILES TO THE STATION ON THE NORTH SIDE OF GA. 60
 EE1541'ON THE ROAD BANK.
 EE1541'
 EE1541'THE STATION IS LOCATED ON THE NORTH SIDE OF GA. 60.  47.0 FEET
 EE1541'NORTH OF THE CENTERLINE OF GA. 60.  84.7 FEET EAST-NORTHEAST OF THE
 EE1541'SUGARHILL CHURCH SIGN.  28.6 FEET WEST OF A 15 INCH TWIN PINE TREE.
 EE1541'
 EE1541'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON
 EE1541'GEORGIA ROUTE 60 FOR 0.25 MILE.  IT IS LOCATED ON THE WEST SIDE OF
 EE1541'GEORGIA ROUTE 60 APPROXIMATELY 40 FEET FROM THE CENTERLINE OF THE
 EE1541'ROUTE AND 30 FEET FROM THE CENTER OF THE DRIVEWAY TO A HOUSE.
 EE1541'
 EE1541'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A 10
 EE1541'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1541'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2653 ***********************************************************************
 DG2653  DESIGNATION -  BV 056 200
 DG2653  PID         -  DG2653
 DG2653  STATE/COUNTY-  GA/FAYETTE
 DG2653  USGS QUAD   -  RIVERDALE (1993)
 DG2653
 DG2653                         *CURRENT SURVEY CONTROL
 DG2653  ___________________________________________________________________
 DG2653* NAD 83(1994)-  33 32 14.81448(N)    084 27 35.76821(W)     ADJUSTED  
 DG2653* NAVD 88     -       288.     (meters)     945.     (feet)  VERTCON   
 DG2653  ___________________________________________________________________
 DG2653  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DG2653  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG2653
 DG2653  HORZ ORDER  -  SECOND
 DG2653
 DG2653.The horizontal coordinates were established by classical geodetic methods
 DG2653.and adjusted by the National Geodetic Survey in September 1997..
 DG2653
 DG2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2653
 DG2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2653
 DG2653.The geoid height was determined by GEOID03.
 DG2653
 DG2653;                    North         East     Units Scale Factor Converg.
 DG2653;SPC GA W     -   392,241.940   672,763.121   MT  0.99990914   -0 09 43.3
 DG2653;SPC GA W     - 1,286,880.43  2,207,223.67   sFT  0.99990914   -0 09 43.3
 DG2653;UTM  16      - 3,713,760.740   735,863.523   MT  1.00028591   +1 24 14.4
 DG2653
 DG2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2653!SPC GA W     -   0.99995938  x   0.99990914  =   0.99986853
 DG2653!UTM  16      -   0.99995938  x   1.00028591  =   1.00024528
 DG2653
 DG2653|---------------------------------------------------------------------|
 DG2653| PID    Reference Object                     Distance      Geod. Az  |
 DG2653|                                                           dddmmss.s |
 DG2653| DG2656 BV 056 200 GADT 1973 PTA             22.977 METERS 32513     |
 DG2653| CZ2992 BV 056 200 AZ MK                                   3375336.7 |
 DG2653|---------------------------------------------------------------------|
 DG2653
 DG2653                          SUPERSEDED SURVEY CONTROL
 DG2653
 DG2653  NAD 83(1986)-  33 32 14.82238(N)    084 27 35.76665(W) AD(       ) 2
 DG2653  NAD 27      -  33 32 14.41636(N)    084 27 36.03020(W) AD(       ) 2
 DG2653  NGVD 29 (07/19/86)  288.     (m)          945.     (f) VERT ANG       
 DG2653
 DG2653.Superseded values are not recommended for survey control.
 DG2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2653.See file dsdata.txt to determine how the superseded data were derived.
 DG2653
 DG2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3586413761(NAD 83)
 DG2653_MARKER: DD = SURVEY DISK
 DG2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2653
 DG2653  HISTORY     - Date     Condition        Report By
 DG2653  HISTORY     - 1973     MONUMENTED       GADT
 DG2653
 DG2653                          STATION DESCRIPTION
 DG2653
 DG2653'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2653'THE STATION IS LOCATED APPROXIMATELY 6.1 MILES SOUTHEAST OF UNION
 DG2653'CITY, 7.3 MILES EAST-SOUTHEAST OF FAIRBURN, AND 3.6 MILES
 DG2653'SOUTHWEST OF RIVERDALE.
 DG2653'
 DG2653'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 314 AND
 DG2653'STATE ROUTE 279, LOCATED APPROXIMATELY 3.7 MILES SOUTHWEST OF
 DG2653'RIVERDALE, GO NORTHWEST ON STATE ROUTE 279 FOR 0.95 MILE TO THE
 DG2653'INTERSECTION OF STATE ROUTE 279 AND OLD FORD ROAD AND THE STATION
 DG2653'ON THE LEFT.
 DG2653'
 DG2653'THE STATION IS A STANDARD BRASS DISK STAMPED 056-200, SET IN A
 DG2653'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2653'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 056-200,
 DG2653'SET IN AN IRREGULAR MASS OF CONCRETE 0.70 METER BELOW THE SURFACE
 DG2653'OF THE GROUND.  IT IS 37.7 FEET SOUTHEAST OF A POWER POLE, 34.4
 DG2653'FEET WEST OF THE CENTERLINE OF STATE ROUTE 279, 18.0 FEET EAST
 DG2653'OF A WITNESS POST, AND 187.3 FEET NORTH OF THE CENTERLINE OF OLD
 DG2653'FORD ROAD.
 DG2653'
 DG2653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 DG2653'ROUTE 279 FOR 0.50 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD
 DG2653'DISK STAMPED 056-200 AZI, SET IN A 10 INCH CYLINDRICAL CONCRETE
 DG2653'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS LOCATED
 DG2653'181.4 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 32.3 FEET WEST
 DG2653'OF THE CENTERLINE OF STATE ROUTE 279, 35.1 FEET NORTHEAST OF A
 DG2653'POWER POLE, AND 19.4 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2994 ***********************************************************************
 DG2994  DESIGNATION -  BV 056 201
 DG2994  PID         -  DG2994
 DG2994  STATE/COUNTY-  GA/FAYETTE
 DG2994  USGS QUAD   -  BROOKS (1982)
 DG2994
 DG2994                         *CURRENT SURVEY CONTROL
 DG2994  ___________________________________________________________________
 DG2994* NAD 83(1994)-  33 22 02.74191(N)    084 24 39.66160(W)     ADJUSTED  
 DG2994* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 DG2994  ___________________________________________________________________
 DG2994  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DG2994  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG2994
 DG2994  HORZ ORDER  -  FIRST
 DG2994
 DG2994.The horizontal coordinates were established by classical geodetic methods
 DG2994.and adjusted by the National Geodetic Survey in September 1997..
 DG2994
 DG2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2994
 DG2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2994
 DG2994.The geoid height was determined by GEOID03.
 DG2994
 DG2994;                    North         East     Units Scale Factor Converg.
 DG2994;SPC GA W     -   373,374.614   677,262.032   MT  0.99990637   -0 08 03.8
 DG2994;SPC GA W     - 1,224,979.88  2,221,983.85   sFT  0.99990637   -0 08 03.8
 DG2994;UTM  16      - 3,695,015.743   740,877.202   MT  1.00031541   +1 25 28.7
 DG2994
 DG2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2994!SPC GA W     -   0.99996049  x   0.99990637  =   0.99986687
 DG2994!UTM  16      -   0.99996049  x   1.00031541  =   1.00027589
 DG2994
 DG2994:                Primary Azimuth Mark                     Grid Az
 DG2994:SPC GA W     -  BV 056 201 AZ MK                         173 53 06.6
 DG2994:UTM  16      -  BV 056 201 AZ MK                         172 19 34.1
 DG2994
 DG2994|---------------------------------------------------------------------|
 DG2994| PID    Reference Object                     Distance      Geod. Az  |
 DG2994|                                                           dddmmss.s |
 DG2994| CZ2993 BV 056 201 AZ MK                                   1734502.8 |
 DG2994| CZ2994 BV 056 201 RM 1                      18.985 METERS 22224     |
 DG2994| CZ2995 BV 056 201 RM 2                      15.645 METERS 33820     |
 DG2994|---------------------------------------------------------------------|
 DG2994
 DG2994                          SUPERSEDED SURVEY CONTROL
 DG2994
 DG2994  NAD 83(1986)-  33 22 02.74823(N)    084 24 39.66060(W) AD(       ) 1
 DG2994  NAD 27      -  33 22 02.32756(N)    084 24 39.93402(W) AD(       ) 1
 DG2994  NGVD 29 (07/19/86)  280.6    (m)          921.     (f) VERT ANG       
 DG2994
 DG2994.Superseded values are not recommended for survey control.
 DG2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2994.See file dsdata.txt to determine how the superseded data were derived.
 DG2994
 DG2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4087795016(NAD 83)
 DG2994_MARKER: DD = SURVEY DISK
 DG2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2994
 DG2994  HISTORY     - Date     Condition        Report By
 DG2994  HISTORY     - 1974     MONUMENTED       GADT
 DG2994
 DG2994                          STATION DESCRIPTION
 DG2994
 DG2994'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2994'THE STATION IS LOCATED IN THE NORTHERN SECTION OF WOOLSEY,
 DG2994'APPROXIMATELY 5-1/4 MILES SOUTHEAST OF FAYETTEVILLE, ON THE
 DG2994'PROPERTY OF HOWARD H. ROSE, 2500 BUILDING, SUITE 11, 2500
 DG2994'HOLLYWOOD BOULEVARD, HOLLYWOOD, FLORIDA, 33020.  PHONE
 DG2994'(305)-921-7750.  THE PROPERTY IS LEASED BY MR. JAMES E. CARDEN,
 DG2994'WHO LIVES ACROSS THE HIGHWAY NORTHWEST OF THE GATE TO THE
 DG2994'PASTURE.
 DG2994'
 DG2994'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 92 AND
 DG2994'GOZA ROAD (COUNTY ROAD 144) LEADING WEST AND INMAN ROAD (COUNTY
 DG2994'ROAD 202) LEADING NORTHEAST, IN INMAN, 5-3/4 MILES SOUTHEAST OF
 DG2994'FAYETTEVILLE, TRAVEL SOUTH ALONG STATE ROUTE 92 FOR 1.65 MILES TO
 DG2994'A METAL PASTURE GATE ON THE LEFT.  TURN LEFT, GOING NORTHEAST
 DG2994'THROUGH THE GATE FOR 0.35 MILE TO THE HIGHEST POINT OF THE ONLY
 DG2994'HILL IN THE AREA AND THE STATION.
 DG2994'
 DG2994'THE STATION IS LOCATED 2.6 FEET WEST OF A WITNESS POST, 65.9 FEET
 DG2994'NORTHEAST OF THE RM 1 WITNESS POST, AND 53.9 FEET SOUTH-SOUTHEAST
 DG2994'OF THE RM 2 WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DG2994'056-201, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2994'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DG2994'STANDARD DISK STAMPED 056-202 (SIC), SET IN AN IRREGULAR MASS OF
 DG2994'CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE
 DG2994'GROUND.
 DG2994'
 DG2994'RM 1 IS A STANDARD DISK STAMPED 056-201 RM 1, SET IN THE TOP OF A
 DG2994'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 DG2994'IS LOCATED 2.6 FEET NORTHEAST OF A WITNESS POST.
 DG2994'
 DG2994'RM 2 IS A STANDARD DISK STAMPED 056-201 RM 2, SET IN THE TOP OF A
 DG2994'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 DG2994'IS LOCATED 2.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 DG2994'
 DG2994'TO REACH THE AZIMUTH MARK FROM THE METAL PASTURE GATE, GO
 DG2994'SOUTHEAST ALONG STATE ROUTE 92 FOR 0.35 MILE TO THE MARK ON
 DG2994'THE RIGHT.  THE MARK IS LOCATED 13.0 FEET NORTH OF A POWER POLE,
 DG2994'19.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.8 FEET
 DG2994'NORTHEAST OF A WITNESS POST, 39.3 FEET EAST-NORTHEAST OF THE
 DG2994'NORTHEAST CORNER OF A HOUSE, AND 70.0 FEET SOUTHEAST OF THE
 DG2994'POINT OF INTERSECTION OF THE CENTERLINES OF A DRIVEWAY ON THE
 DG2994'SOUTH SIDE OF THE HIGHWAY AND STATE ROUTE 92.  IT IS A STANDARD
 DG2994'DISK STAMPED 056-201, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2994'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2993 ***********************************************************************
 DG2993  DESIGNATION -  BV 056 202
 DG2993  PID         -  DG2993
 DG2993  STATE/COUNTY-  GA/FAYETTE
 DG2993  USGS QUAD   -  BROOKS (1982)
 DG2993
 DG2993                         *CURRENT SURVEY CONTROL
 DG2993  ___________________________________________________________________
 DG2993* NAD 83(1994)-  33 18 30.52440(N)    084 25 26.23486(W)     ADJUSTED  
 DG2993* NAVD 88     -       249.     (meters)     817.     (feet)  VERTCON   
 DG2993  ___________________________________________________________________
 DG2993  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DG2993  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG2993
 DG2993  HORZ ORDER  -  SECOND
 DG2993
 DG2993.The horizontal coordinates were established by classical geodetic methods
 DG2993.and adjusted by the National Geodetic Survey in September 1997..
 DG2993
 DG2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2993
 DG2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2993
 DG2993.The geoid height was determined by GEOID03.
 DG2993
 DG2993;                    North         East     Units Scale Factor Converg.
 DG2993;SPC GA W     -   366,840.044   676,042.044   MT  0.99990707   -0 08 28.6
 DG2993;SPC GA W     - 1,203,541.04  2,217,981.27   sFT  0.99990707   -0 08 28.6
 DG2993;UTM  16      - 3,688,447.759   739,834.889   MT  1.00030924   +1 24 55.1
 DG2993
 DG2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2993!SPC GA W     -   0.99996543  x   0.99990707  =   0.99987251
 DG2993!UTM  16      -   0.99996543  x   1.00030924  =   1.00027466
 DG2993
 DG2993:                Primary Azimuth Mark                     Grid Az
 DG2993:SPC GA W     -  VAUGHN                                   123 23 56.0
 DG2993:UTM  16      -  VAUGHN                                   121 50 32.3
 DG2993
 DG2993|---------------------------------------------------------------------|
 DG2993| PID    Reference Object                     Distance      Geod. Az  |
 DG2993|                                                           dddmmss.s |
 DG2993| DG2990 VAUGHN                              APPROX. 4.7 KM 1231527.4 |
 DG2993| DG2992 BV 056 202 GADT 1974 PTA             23.394 METERS 20226     |
 DG2993| CZ2996 BV 056 202 AZ MK                                   2044604.0 |
 DG2993|---------------------------------------------------------------------|
 DG2993
 DG2993                          SUPERSEDED SURVEY CONTROL
 DG2993
 DG2993  NAD 83(1986)-  33 18 30.53065(N)    084 25 26.23398(W) AD(       ) 2
 DG2993  NAD 27      -  33 18 30.10156(N)    084 25 26.50702(W) AD(       ) 2
 DG2993  NGVD 29 (07/19/86)  249.     (m)          817.     (f) VERT ANG       
 DG2993
 DG2993.Superseded values are not recommended for survey control.
 DG2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2993.See file dsdata.txt to determine how the superseded data were derived.
 DG2993
 DG2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3983588448(NAD 83)
 DG2993_MARKER: DD = SURVEY DISK
 DG2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2993
 DG2993  HISTORY     - Date     Condition        Report By
 DG2993  HISTORY     - 1974     MONUMENTED       GADT
 DG2993
 DG2993                          STATION DESCRIPTION
 DG2993
 DG2993'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2993'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF BROOKS,
 DG2993'3-3/4 MILES SOUTH OF WOOLSEY, AND 10-1/4 MILES NORTHWEST OF
 DG2993'GRIFFIN, ON COUNTY RIGHT OF WAY.
 DG2993'
 DG2993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 DG2993'STATE ROUTE 92 IN THE NORTHERN SECTION OF GRIFFIN, TRAVEL NORTHWEST
 DG2993'ALONG STATE ROUTE 92 FOR 1.45 MILES TO THE JUNCTION OF MC INTOSH
 DG2993'ROAD (COUNTY ROAD 91059) TO THE LEFT.  CONTINUE ALONG STATE ROUTE
 DG2993'92 FOR 5.15 MILES TO THE FLINT RIVER BRIDGE.  CONTINUE ALONG
 DG2993'STATE ROUTE 92 FOR 0.35 MILE TO THE JUNCTION OF LOWERY ROAD
 DG2993'(COUNTY ROAD 188) TO THE LEFT.  TURN LEFT, TRAVELING WEST ALONG
 DG2993'LOWERY ROAD (COUNTY ROAD 188) FOR 0.8 MILE TO THE JUNCTION OF
 DG2993'LOWERY DRIVE (COUNTY ROAD 187) TO THE RIGHT.  CONTINUE ALONG
 DG2993'LOWERY ROAD FOR 0.9 MILE TO THE TERMINATION OF COUNTY ROAD 188
 DG2993'AT THE JUNCTION OF COUNTY ROAD 185 CROSSING (LOWERY ROAD TO THE
 DG2993'LEFT AND UPPER LOWERY ROAD TO THE RIGHT).  TURN LEFT, TRAVELING
 DG2993'SOUTH ALONG COUNTY ROAD 185 (LOWERY ROAD) FOR 0.45 MILE TO THE
 DG2993'STATION ON THE LEFT.
 DG2993'
 DG2993'THE STATION IS A STANDARD BRASS DISK STAMPED 056-202, SET IN
 DG2993'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2993'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2993'BRASS DISK STAMPED 056-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2993'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2993'LOCATED 29.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 185, 3
 DG2993'FEET WEST OF A WITNESS POST, 10.5 FEET WEST OF A FENCELINE, AND
 DG2993'22.0 FEET SOUTHWEST OF A POWER POLE.
 DG2993'
 DG2993'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DG2993'SOUTH ALONG COUNTY ROAD 185 FOR 0.1 MILE TO THE MARK ON THE
 DG2993'RIGHT.  THE MARK IS A STANDARD DISK STAMPED 056-202 AZMK, SET IN
 DG2993'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2993'SURFACE OF THE GROUND.  IT IS LOCATED 21.5 FEET WEST OF THE
 DG2993'CENTERLINE OF THE COUNTY ROAD, 3.8 FEET EAST OF A WITNESS POST,
 DG2993'12 FEET EAST OF A FENCELINE, 70 FEET WEST OF A 24 INCH OAK TREE
 DG2993'ON THE EAST SIDE OF THE ROAD, AND 76.5 FEET NORTHWEST OF A 22
 DG2993'INCH OAK TREE ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2991 ***********************************************************************
 DG2991  DESIGNATION -  BV 056 203
 DG2991  PID         -  DG2991
 DG2991  STATE/COUNTY-  GA/FAYETTE
 DG2991  USGS QUAD   -  BROOKS (1982)
 DG2991
 DG2991                         *CURRENT SURVEY CONTROL
 DG2991  ___________________________________________________________________
 DG2991* NAD 83(1994)-  33 18 27.20420(N)    084 29 05.72022(W)     ADJUSTED  
 DG2991* NAVD 88     -       267.1    (meters)     876.     (feet)  VERTCON   
 DG2991  ___________________________________________________________________
 DG2991  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DG2991  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG2991
 DG2991  HORZ ORDER  -  SECOND
 DG2991
 DG2991.The horizontal coordinates were established by classical geodetic methods
 DG2991.and adjusted by the National Geodetic Survey in September 1997..
 DG2991
 DG2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2991
 DG2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2991
 DG2991.The geoid height was determined by GEOID03.
 DG2991
 DG2991;                    North         East     Units Scale Factor Converg.
 DG2991;SPC GA W     -   366,753.423   670,364.511   MT  0.99991082   -0 10 29.2
 DG2991;SPC GA W     - 1,203,256.86  2,199,354.23   sFT  0.99991082   -0 10 29.2
 DG2991;UTM  16      - 3,688,206.855   734,159.626   MT  1.00027607   +1 22 54.3
 DG2991
 DG2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2991!SPC GA W     -   0.99996260  x   0.99991082  =   0.99987342
 DG2991!UTM  16      -   0.99996260  x   1.00027607  =   1.00023866
 DG2991
 DG2991:                Primary Azimuth Mark                     Grid Az
 DG2991:SPC GA W     -  BV 056 203 AZ MK                         152 16 18.1
 DG2991:UTM  16      -  BV 056 203 AZ MK                         150 42 54.6
 DG2991
 DG2991|---------------------------------------------------------------------|
 DG2991| PID    Reference Object                     Distance      Geod. Az  |
 DG2991|                                                           dddmmss.s |
 DG2991| CZ2997 BV 056 203 AZ MK                                   1520548.9 |
 DG2991|---------------------------------------------------------------------|
 DG2991
 DG2991                          SUPERSEDED SURVEY CONTROL
 DG2991
 DG2991  NAD 83(1986)-  33 18 27.21064(N)    084 29 05.71919(W) AD(       ) 2
 DG2991  NAD 27      -  33 18 26.78215(N)    084 29 05.98652(W) AD(       ) 2
 DG2991  NGVD 29 (07/19/86)  267.1    (m)          876.     (f) VERT ANG       
 DG2991
 DG2991.Superseded values are not recommended for survey control.
 DG2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2991.See file dsdata.txt to determine how the superseded data were derived.
 DG2991
 DG2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3416088207(NAD 83)
 DG2991_MARKER: DD = SURVEY DISK
 DG2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2991
 DG2991  HISTORY     - Date     Condition        Report By
 DG2991  HISTORY     - 1974     MONUMENTED       GADT
 DG2991
 DG2991                          STATION DESCRIPTION
 DG2991
 DG2991'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2991'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTHWEST OF
 DG2991'BROOKS, 8-1/4 MILES SOUTHEAST OF PEACHTREE CITY, AND 4 MILES EAST
 DG2991'OF SENOIA ON THE PROPERTY OF MR. SPALLERS.
 DG2991'
 DG2991'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 85 CONN AND
 DG2991'THE CENTRAL OF GEORGIA RAILWAY CROSSING IN BROOKS, GO NORTH ALONG
 DG2991'STATE ROUTE 85 CONN FOR 1.2 MILES TO THE JUNCTION OF MORGAN MILL
 DG2991'ROAD (COUNTY ROAD 165) CROSSING.  TURN LEFT, TRAVELING WEST ALONG
 DG2991'MORGAN MILL ROAD FOR 0.9 MILE TO THE JUNCTION OF BANKSTOWN ROAD
 DG2991'(COUNTY ROAD 167) TO THE LEFT.  CONTINUE WEST ALONG MORGAN MILL
 DG2991'ROAD FOR 0.05 MILE TO THE JUNCTION OF THE DRIVEWAY TO THE SPALLER
 DG2991'RESIDENCE TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHWESTERLY,
 DG2991'PASSING A HOUSE ON THE RIGHT, ALONG THE DRIVEWAY FOR 0.2
 DG2991'MILE TO THE STATION ON THE LEFT.
 DG2991'
 DG2991'THE STATION IS LOCATED 3.0 FEET NORTH OF A WITNESS POST, 7.5 FEET
 DG2991'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 243.0 FEET EAST OF A
 DG2991'6 INCH MIMOSA TREE LOCATED IN FRONT OF THE SPALLERS RESIDENCE.  IT
 DG2991'IS A STANDARD BRASS DISK STAMPED 056-203, SET IN THE TOP OF A 10
 DG2991'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DG2991'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 056-203, SET
 DG2991'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW
 DG2991'THE GROUND SURFACE.
 DG2991'
 DG2991'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MORGAN MILL ROAD
 DG2991'AND BANKSTOWN ROAD, TRAVEL SOUTH ALONG BANKSTOWN ROAD FOR 0.2 MILE
 DG2991'TO THE CREST OF A HILL AND THE MARK ON THE LEFT.  IT IS 2.0 FEET
 DG2991'SOUTH OF A POWER POLE, 51.0 FEET NORTHWEST OF A 6 INCH PERSIMMON
 DG2991'TREE IN A FENCELINE, AND 109.0 FEET SOUTHWEST OF A 12 INCH PINE
 DG2991'TREE IN THE SAME FENCELINE.  IT IS LOCATED 21.0 FEET EAST OF THE
 DG2991'CENTERLINE OF THE ROAD.  THE MARK IS A STANDARD DISK STAMPED
 DG2991'056-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2991'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3002 ***********************************************************************
 DG3002  DESIGNATION -  BV 056 204
 DG3002  PID         -  DG3002
 DG3002  STATE/COUNTY-  GA/FAYETTE
 DG3002  USGS QUAD   -  FAYETTEVILLE (1982)
 DG3002
 DG3002                         *CURRENT SURVEY CONTROL
 DG3002  ___________________________________________________________________
 DG3002* NAD 83(1994)-  33 25 48.74249(N)    084 27 38.19660(W)     ADJUSTED  
 DG3002* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 DG3002  ___________________________________________________________________
 DG3002  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DG3002  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3002
 DG3002  HORZ ORDER  -  SECOND
 DG3002
 DG3002.The horizontal coordinates were established by classical geodetic methods
 DG3002.and adjusted by the National Geodetic Survey in September 1997..
 DG3002
 DG3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3002
 DG3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3002
 DG3002.The geoid height was determined by GEOID03.
 DG3002
 DG3002;                    North         East     Units Scale Factor Converg.
 DG3002;SPC GA W     -   380,348.678   672,666.809   MT  0.99990921   -0 09 43.0
 DG3002;SPC GA W     - 1,247,860.62  2,206,907.69   sFT  0.99990921   -0 09 43.0
 DG3002;UTM  16      - 3,701,864.791   736,091.902   MT  1.00028725   +1 23 58.7
 DG3002
 DG3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3002!SPC GA W     -   0.99996061  x   0.99990921  =   0.99986982
 DG3002!UTM  16      -   0.99996061  x   1.00028725  =   1.00024785
 DG3002
 DG3002|---------------------------------------------------------------------|
 DG3002| PID    Reference Object                     Distance      Geod. Az  |
 DG3002|                                                           dddmmss.s |
 DG3002| DG3001 BV 056 204 GADT 1974 PTA             24.223 METERS 20937     |
 DG3002| CZ2998 BV 056 204 AZ MK                                   2190008.1 |
 DG3002|---------------------------------------------------------------------|
 DG3002
 DG3002                          SUPERSEDED SURVEY CONTROL
 DG3002
 DG3002  NAD 83(1986)-  33 25 48.74891(N)    084 27 38.19560(W) AD(       ) 2
 DG3002  NAD 27      -  33 25 48.33307(N)    084 27 38.46051(W) AD(       ) 2
 DG3002  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 DG3002
 DG3002.Superseded values are not recommended for survey control.
 DG3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3002.See file dsdata.txt to determine how the superseded data were derived.
 DG3002
 DG3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3609201865(NAD 83)
 DG3002_MARKER: DD = SURVEY DISK
 DG3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3002
 DG3002  HISTORY     - Date     Condition        Report By
 DG3002  HISTORY     - 1974     MONUMENTED       GADT
 DG3002
 DG3002                          STATION DESCRIPTION
 DG3002
 DG3002'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3002'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH OF
 DG3002'FAYETTEVILLE, 8 MILES EAST-NORTHEAST OF PEACHTREE CITY, AND 4 MILES
 DG3002'NORTH-NORTHWEST OF INMAN, ON COUNTY RIGHT OF WAY.
 DG3002'
 DG3002'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 54 AND
 DG3002'85 IN FAYETTEVILLE, TRAVEL SOUTH ON STATE ROUTE 85 FOR 0.3 MILE
 DG3002'TO THE JUNCTION OF REDWINE ROAD (COUNTY ROAD 91677) TO THE
 DG3002'RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY ALONG REDWINE ROAD FOR 1.2
 DG3002'MILES TO THE STATION ON THE LEFT.
 DG3002'
 DG3002'THE STATION IS LOCATED 19 FEET EAST OF THE CENTERLINE OF THE
 DG3002'ROAD, 2.0 FEET WEST OF A WITNESS POST, 14.0 FEET WEST OF A FENCELINE
 DG3002'RUNNING PARALLEL WITH THE ROAD, AND 34.0 FEET NORTHWEST OF A POWER
 DG3002'POLE ON THE EAST SIDE OF THE FENCELINE.  IT IS A STANDARD BRASS
 DG3002'DISK STAMPED 056-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3002'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DG3002'STATION IS A STANDARD DISK STAMPED 056-204, SET IN AN IRREGULAR
 DG3002'MASS OF CONCRETE APPROXIMATELY 0.77 METER BELOW THE GROUND
 DG3002'SURFACE.
 DG3002'
 DG3002'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DG3002'SOUTH ALONG REDWINE ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.  IT
 DG3002'IS LOCATED 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.8 FEET
 DG3002'NORTHWEST OF A WITNESS POST, 3.0 FEET NORTHWEST OF A POWER POLE,
 DG3002'AND 39.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY TO THE
 DG3002'FAYETTE COUNTY FAIR GROUNDS.  IT IS A STANDARD DISK STAMPED
 DG3002'056-204 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3002'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3015 ***********************************************************************
 DG3015  DESIGNATION -  BV 056 205
 DG3015  PID         -  DG3015
 DG3015  STATE/COUNTY-  GA/FAYETTE
 DG3015  USGS QUAD   -  TYRONE (1982)
 DG3015
 DG3015                         *CURRENT SURVEY CONTROL
 DG3015  ___________________________________________________________________
 DG3015* NAD 83(1994)-  33 24 36.93041(N)    084 31 47.96730(W)     ADJUSTED  
 DG3015* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 DG3015  ___________________________________________________________________
 DG3015  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG3015  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3015
 DG3015  HORZ ORDER  -  SECOND
 DG3015
 DG3015.The horizontal coordinates were established by classical geodetic methods
 DG3015.and adjusted by the National Geodetic Survey in September 1997..
 DG3015
 DG3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3015
 DG3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3015
 DG3015.The geoid height was determined by GEOID03.
 DG3015
 DG3015;                    North         East     Units Scale Factor Converg.
 DG3015;SPC GA W     -   378,156.819   666,207.481   MT  0.99991407   -0 12 00.2
 DG3015;SPC GA W     - 1,240,669.50  2,185,715.71   sFT  0.99991407   -0 12 00.2
 DG3015;UTM  16      - 3,699,496.923   729,692.400   MT  1.00025050   +1 21 38.4
 DG3015
 DG3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3015!SPC GA W     -   0.99995967  x   0.99991407  =   0.99987374
 DG3015!UTM  16      -   0.99995967  x   1.00025050  =   1.00021016
 DG3015
 DG3015:                Primary Azimuth Mark                     Grid Az
 DG3015:SPC GA W     -  BV 056 205 AZ MK                         012 09 30.9
 DG3015:UTM  16      -  BV 056 205 AZ MK                         010 35 52.3
 DG3015
 DG3015|---------------------------------------------------------------------|
 DG3015| PID    Reference Object                     Distance      Geod. Az  |
 DG3015|                                                           dddmmss.s |
 DG3015| CZ2999 BV 056 205 AZ MK                                   0115730.7 |
 DG3015|---------------------------------------------------------------------|
 DG3015
 DG3015                          SUPERSEDED SURVEY CONTROL
 DG3015
 DG3015  NAD 83(1994)-  33 24 36.93658(N)    084 31 47.96669(W) AD(       ) 2
 DG3015  NAD 83(1986)-  33 24 36.93674(N)    084 31 47.96630(W) AD(       ) 2
 DG3015  NAD 27      -  33 24 36.51891(N)    084 31 48.22689(W) AD(       ) 2
 DG3015  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 DG3015
 DG3015.Superseded values are not recommended for survey control.
 DG3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3015.See file dsdata.txt to determine how the superseded data were derived.
 DG3015
 DG3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2969299497(NAD 83)
 DG3015_MARKER: DD = SURVEY DISK
 DG3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3015
 DG3015  HISTORY     - Date     Condition        Report By
 DG3015  HISTORY     - 1974     MONUMENTED       GADT
 DG3015
 DG3015                          STATION DESCRIPTION
 DG3015
 DG3015'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3015'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST OF PEACHTREE
 DG3015'CITY, 5-1/4 MILES SOUTHWEST OF FAYETTEVILLE, AND 5 MILES
 DG3015'WEST-NORTHWEST OF INMAN ON THE PROPERTY OF DR. THOMAS BUCIE, JR.,
 DG3015'PHONE 461-7220.
 DG3015'
 DG3015'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54 AND 85
 DG3015'(STATE ROUTE 92) IN FAYETTEVILLE, TRAVEL SOUTH ALONG STATE ROUTE 85
 DG3015'(STATE ROUTE 92) FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 85 TO
 DG3015'THE RIGHT AND STATE ROUTE 92 TO THE LEFT.  CONTINUE SOUTH ALONG
 DG3015'STATE ROUTE 85 FOR 3.45 MILES TO THE JUNCTION OF HARP ROAD
 DG3015'(COUNTY ROAD 129) CROSSING.  TURN RIGHT, TRAVELING WEST ALONG
 DG3015'HARP ROAD FOR 1.5 MILES TO ITS TERMINATION AT THE JUNCTION OF
 DG3015'REDWINE ROAD (COUNTY ROAD 91677) CROSSING.  TURN RIGHT, TRAVELING
 DG3015'NORTH ALONG REDWINE ROAD FOR 0.85 MILE TO THE JUNCTION OF
 DG3015'WILLOW POND ROAD (COUNTY ROAD 117) TO THE LEFT.  TURN LEFT,
 DG3015'TRAVELING NORTHWEST ALONG WILLOW POND ROAD FOR 1.15 MILES TO THE
 DG3015'WHITEWATER CREEK BRIDGE.  CONTINUE NORTHWEST ALONG WILLOW
 DG3015'POND ROAD FOR 1.4 MILES TO THE JUNCTION OF NELMS ROAD (COUNTY
 DG3015'ROAD 121) TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  TURN
 DG3015'LEFT, TRAVELING SOUTH ALONG NELMS ROAD FOR 0.35 MILE TO A
 DG3015'METAL PASTURE GATE AND THE STATION ON THE RIGHT.  ACCESS TO THE
 DG3015'STATION AND A KEY TO THE GATE MAY BE OBTAINED AT THE NIPPER
 DG3015'RESIDENCE LOCATED AT THE JUNCTION OF NELMS ROAD AND WILLOW POND
 DG3015'ROAD.
 DG3015'
 DG3015'THE STATION IS LOCATED 47.0 FEET WEST OF THE METAL GATE, 14.0 FEET
 DG3015'SOUTH OF AN EAST-WEST FENCELINE, AND 52.0 FEET WEST-SOUTHWEST OF A
 DG3015'CORNER IN THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 DG3015'056-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3015'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DG3015'STANDARD DISK STAMPED 056-205, SET IN AN IRREGULAR MASS OF
 DG3015'CONCRETE APPROXIMATELY 0.70 METER BELOW THE GROUND SURFACE.
 DG3015'
 DG3015'THE AZIMUTH MARK IS LOCATED 3.0 FEET NORTH OF A WITNESS POST, 16.5
 DG3015'FEET SOUTH OF THE CENTERLINE OF WILLOW POND ROAD, 71.0 FEET
 DG3015'NORTHEAST OF A POWER POLE, AND 89.0 FEET SOUTHEAST OF THE POINT OF
 DG3015'INTERSECTION OF THE CENTERLINES OF WILLOW POND ROAD AND NELMS
 DG3015'ROAD.  THE MARK IS A STANDARD DISK STAMPED 056-205 AZMK, SET IN
 DG3015'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3015'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3019 ***********************************************************************
 DG3019  DESIGNATION -  BV 056 206
 DG3019  PID         -  DG3019
 DG3019  STATE/COUNTY-  GA/FAYETTE
 DG3019  USGS QUAD   -  TYRONE (1982)
 DG3019
 DG3019                         *CURRENT SURVEY CONTROL
 DG3019  ___________________________________________________________________
 DG3019* NAD 83(1994)-  33 25 11.79312(N)    084 36 13.78195(W)     ADJUSTED  
 DG3019* NAVD 88     -       274.     (meters)     899.     (feet)  VERTCON   
 DG3019  ___________________________________________________________________
 DG3019  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DG3019  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3019
 DG3019  HORZ ORDER  -  SECOND
 DG3019
 DG3019.The horizontal coordinates were established by classical geodetic methods
 DG3019.and adjusted by the National Geodetic Survey in September 1997..
 DG3019
 DG3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3019
 DG3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3019
 DG3019.The geoid height was determined by GEOID03.
 DG3019
 DG3019;                    North         East     Units Scale Factor Converg.
 DG3019;SPC GA W     -   379,257.220   659,344.383   MT  0.99992037   -0 14 26.8
 DG3019;SPC GA W     - 1,244,279.73  2,163,199.03   sFT  0.99992037   -0 14 26.8
 DG3019;UTM  16      - 3,700,410.257   722,799.711   MT  1.00021204   +1 19 13.0
 DG3019
 DG3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3019!SPC GA W     -   0.99996156  x   0.99992037  =   0.99988193
 DG3019!UTM  16      -   0.99996156  x   1.00021204  =   1.00017359
 DG3019
 DG3019:                Primary Azimuth Mark                     Grid Az
 DG3019:SPC GA W     -  BV 056 206 AZ MK                         173 11 11.2
 DG3019:UTM  16      -  BV 056 206 AZ MK                         171 37 31.4
 DG3019
 DG3019|---------------------------------------------------------------------|
 DG3019| PID    Reference Object                     Distance      Geod. Az  |
 DG3019|                                                           dddmmss.s |
 DG3019| CZ3000 BV 056 206 AZ MK                                   1725644.4 |
 DG3019| DG3018 BV 056 206 GADT 1974 PTA             12.066 METERS 21606     |
 DG3019|---------------------------------------------------------------------|
 DG3019
 DG3019                          SUPERSEDED SURVEY CONTROL
 DG3019
 DG3019  NAD 83(1994)-  33 25 11.79904(N)    084 36 13.78121(W) AD(       ) 2
 DG3019  NAD 83(1986)-  33 25 11.79954(N)    084 36 13.78059(W) AD(       ) 2
 DG3019  NAD 27      -  33 25 11.38384(N)    084 36 14.03222(W) AD(       ) 2
 DG3019  NGVD 29 (07/19/86)  274.     (m)          899.     (f) VERT ANG       
 DG3019
 DG3019.Superseded values are not recommended for survey control.
 DG3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3019.See file dsdata.txt to determine how the superseded data were derived.
 DG3019
 DG3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2280000410(NAD 83)
 DG3019_MARKER: DD = SURVEY DISK
 DG3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3019
 DG3019  HISTORY     - Date     Condition        Report By
 DG3019  HISTORY     - 1974     MONUMENTED       GADT
 DG3019
 DG3019                          STATION DESCRIPTION
 DG3019
 DG3019'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3019'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF PEACHTREE CITY
 DG3019'ON STATE RIGHT OF WAY.
 DG3019'
 DG3019'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54 AND 74
 DG3019'IN PEACHTREE CITY, TRAVEL NORTH ALONG STATE ROUTE 74 FOR 0.95 MILE
 DG3019'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG STATE ROUTE
 DG3019'74 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 DG3019'
 DG3019'THE STATION IS LOCATED 45 FEET WEST OF THE CENTERLINE OF THE
 DG3019'HIGHWAY, 4.5 FEET EAST OF A WITNESS POST, 43.5 FEET EAST OF THE
 DG3019'EASTERNMOST RAIL OF THE SEABOARD COASTLINE RAILROAD TRACK, 64
 DG3019'FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DG3019'THE RAILROAD TRACK AND A DIRT ROAD CROSSING, AND 36 FEET SOUTH OF
 DG3019'THE CENTERLINE OF THE DIRT ROAD.  IT IS A STANDARD BRASS DISK
 DG3019'STAMPED 056-206, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3019'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DG3019'STATION IS A STANDARD DISK STAMPED 056-206, SET IN AN IRREGULAR
 DG3019'MASS OF CONCRETE APPROXIMATELY 0.80 METER BELOW THE GROUND
 DG3019'SURFACE.
 DG3019'
 DG3019'THE AZIMUTH MARK IS LOCATED 44.5 FEET WEST OF THE CENTERLINE OF
 DG3019'STATE ROUTE 74, 4.3 FEET EAST OF A WITNESS POST, 63.5 FEET
 DG3019'EAST-NORTHEAST OF A WHISTLE POST ON THE WEST SIDE OF THE SEABOARD
 DG3019'COASTLINE RAILWAY, AND 134 FEET NORTHWEST OF THE POINT OF
 DG3019'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY
 DG3019'LEADING EAST.  IT IS A STANDARD DISK STAMPED 056-206 AZMK, SET
 DG3019'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3019'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3023 ***********************************************************************
 DG3023  DESIGNATION -  BV 056 207
 DG3023  PID         -  DG3023
 DG3023  STATE/COUNTY-  GA/FAYETTE
 DG3023  USGS QUAD   -  TYRONE (1982)
 DG3023
 DG3023                         *CURRENT SURVEY CONTROL
 DG3023  ___________________________________________________________________
 DG3023* NAD 83(1994)-  33 27 55.84933(N)    084 35 48.95088(W)     ADJUSTED  
 DG3023* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 DG3023  ___________________________________________________________________
 DG3023  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DG3023  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3023
 DG3023  HORZ ORDER  -  SECOND
 DG3023
 DG3023.The horizontal coordinates were established by classical geodetic methods
 DG3023.and adjusted by the National Geodetic Survey in September 1997..
 DG3023
 DG3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3023
 DG3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3023
 DG3023.The geoid height was determined by GEOID03.
 DG3023
 DG3023;                    North         East     Units Scale Factor Converg.
 DG3023;SPC GA W     -   384,308.503   660,006.767   MT  0.99991971   -0 14 14.2
 DG3023;SPC GA W     - 1,260,852.15  2,165,372.20   sFT  0.99991971   -0 14 14.2
 DG3023;UTM  16      - 3,705,479.205   723,324.311   MT  1.00021492   +1 19 32.5
 DG3023
 DG3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3023!SPC GA W     -   0.99995749  x   0.99991971  =   0.99987720
 DG3023!UTM  16      -   0.99995749  x   1.00021492  =   1.00017240
 DG3023
 DG3023|---------------------------------------------------------------------|
 DG3023| PID    Reference Object                     Distance      Geod. Az  |
 DG3023|                                                           dddmmss.s |
 DG3023| DG3022 BV 056 207 GADT 1974 PTA             23.586 METERS 14931     |
 DG3023| CZ3001 BV 056 207 AZ MK                                   3565533.9 |
 DG3023|---------------------------------------------------------------------|
 DG3023
 DG3023                          SUPERSEDED SURVEY CONTROL
 DG3023
 DG3023  NAD 83(1994)-  33 27 55.85542(N)    084 35 48.95005(W) AD(       ) 2
 DG3023  NAD 83(1986)-  33 27 55.85595(N)    084 35 48.94975(W) AD(       ) 2
 DG3023  NAD 27      -  33 27 55.44564(N)    084 35 49.20030(W) AD(       ) 2
 DG3023  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 DG3023
 DG3023.Superseded values are not recommended for survey control.
 DG3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3023.See file dsdata.txt to determine how the superseded data were derived.
 DG3023
 DG3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2332405479(NAD 83)
 DG3023_MARKER: DD = SURVEY DISK
 DG3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3023
 DG3023  HISTORY     - Date     Condition        Report By
 DG3023  HISTORY     - 1974     MONUMENTED       GADT
 DG3023
 DG3023                          STATION DESCRIPTION
 DG3023
 DG3023'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3023'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE SOUTH OF TYRONE,
 DG3023'4-1/2 MILES NORTH OF PEACHTREE CITY, AND 8-1/2 MILES WEST OF
 DG3023'FAYETTEVILLE ON PROPERTY OWNED BY THE TABERNACLE BAPTIST CHURCH,
 DG3023'PASTORED BY DR. COLIN DUNCAN.
 DG3023'
 DG3023'TO REACH THE STATION FROM THE POST OFFICE IN TYRONE, TRAVEL SOUTH
 DG3023'ALONG STATE ROUTE 74 FOR 0.05 MILE TO THE JUNCTION OF HANDLE ROAD
 DG3023'(COUNTY ROAD 102) TO THE RIGHT AND THE AZIMUTH MARK ON THE
 DG3023'LEFT.  CONTINUE SOUTH ALONG STATE ROUTE 74 FOR 0.35 MILE TO THE
 DG3023'JUNCTION OF COUNTY ROAD 101 TO THE LEFT, AND THE TABERNACLE
 DG3023'BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 DG3023'
 DG3023'THE STATION IS LOCATED 77.8 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DG3023'CORNER OF THE CHURCH BUILDING, 3.8 FEET EAST OF A WITNESS POST, 12.1
 DG3023'FEET SOUTH OF A POWER POLE, AND 91.0 FEET WEST OF THE CENTERLINE
 DG3023'OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 056-207, SET IN
 DG3023'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3023'GROUND SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3023'056-207, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DG3023'APPROXIMATELY 0.68 METER BELOW THE GROUND SURFACE.
 DG3023'
 DG3023'THE AZIMUTH MARK IS LOCATED 17.0 FEET EAST OF THE CENTERLINE OF
 DG3023'STATE ROUTE 74, 7.9 FEET WEST OF A WITNESS POST, 38.3 FEET
 DG3023'SOUTH-SOUTHWEST OF A POWER POLE, AND 78.0 FEET NORTH-NORTHEAST OF
 DG3023'THE CENTERLINE OF COUNTY ROAD 102.  IT IS A STANDARD DISK STAMPED
 DG3023'056-207 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3023'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2998 ***********************************************************************
 DG2998  DESIGNATION -  BV 056 208
 DG2998  PID         -  DG2998
 DG2998  STATE/COUNTY-  GA/FAYETTE
 DG2998  USGS QUAD   -  FAYETTEVILLE (1982)
 DG2998
 DG2998                         *CURRENT SURVEY CONTROL
 DG2998  ___________________________________________________________________
 DG2998* NAD 83(1994)-  33 23 44.01851(N)    084 29 00.06245(W)     ADJUSTED  
 DG2998* NAVD 88     -       271.     (meters)     889.     (feet)  VERTCON   
 DG2998  ___________________________________________________________________
 DG2998  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DG2998  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG2998
 DG2998  HORZ ORDER  -  SECOND
 DG2998
 DG2998.The horizontal coordinates were established by classical geodetic methods
 DG2998.and adjusted by the National Geodetic Survey in September 1997..
 DG2998
 DG2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2998
 DG2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2998
 DG2998.The geoid height was determined by GEOID03.
 DG2998
 DG2998;                    North         East     Units Scale Factor Converg.
 DG2998;SPC GA W     -   376,512.646   670,540.514   MT  0.99991070   -0 10 27.5
 DG2998;SPC GA W     - 1,235,275.24  2,199,931.67   sFT  0.99991070   -0 10 27.5
 DG2998;UTM  16      - 3,697,970.818   734,070.134   MT  1.00027554   +1 23 09.0
 DG2998
 DG2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2998!SPC GA W     -   0.99996202  x   0.99991070  =   0.99987272
 DG2998!UTM  16      -   0.99996202  x   1.00027554  =   1.00023754
 DG2998
 DG2998:                Primary Azimuth Mark                     Grid Az
 DG2998:SPC GA W     -  BV 056 208 AZ MK                         104 57 53.1
 DG2998:UTM  16      -  BV 056 208 AZ MK                         103 24 16.6
 DG2998
 DG2998|---------------------------------------------------------------------|
 DG2998| PID    Reference Object                     Distance      Geod. Az  |
 DG2998|                                                           dddmmss.s |
 DG2998| CZ3002 BV 056 208 AZ MK                                   1044725.6 |
 DG2998| DG2997 BV 056 208 GADT 1974 PTA              9.850 METERS 26928     |
 DG2998|---------------------------------------------------------------------|
 DG2998
 DG2998                          SUPERSEDED SURVEY CONTROL
 DG2998
 DG2998  NAD 83(1986)-  33 23 44.02489(N)    084 29 00.06150(W) AD(       ) 2
 DG2998  NAD 27      -  33 23 43.60464(N)    084 29 00.32721(W) AD(       ) 2
 DG2998  NGVD 29 (07/19/86)  271.     (m)          889.     (f) VERT ANG       
 DG2998
 DG2998.Superseded values are not recommended for survey control.
 DG2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2998.See file dsdata.txt to determine how the superseded data were derived.
 DG2998
 DG2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3407097971(NAD 83)
 DG2998_MARKER: DD = SURVEY DISK
 DG2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2998
 DG2998  HISTORY     - Date     Condition        Report By
 DG2998  HISTORY     - 1974     MONUMENTED       GADT
 DG2998
 DG2998                          STATION DESCRIPTION
 DG2998
 DG2998'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2998'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHWEST OF
 DG2998'FAYETTEVILLE, 4 MILES WEST OF INMAN, AND 6-1/4 MILES EAST OF
 DG2998'PEACHTREE CITY, ON COUNTY RIGHT OF WAY.
 DG2998'
 DG2998'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54 AND 85
 DG2998'(STATE ROUTE 92) IN FAYETTEVILLE, TRAVEL SOUTH ALONG STATE ROUTE 85
 DG2998'(STATE ROUTE 92) FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 92
 DG2998'TO THE LEFT.  CONTINUE SOUTH ALONG STATE ROUTE 85 FOR 3.45 MILES
 DG2998'TO THE JUNCTION OF HARP ROAD (COUNTY ROAD 129) CROSSING.  TURN
 DG2998'RIGHT, TRAVELING WESTERLY ALONG HARP ROAD FOR 0.65 MILE TO THE
 DG2998'AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ALONG HARP ROAD
 DG2998'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DG2998'
 DG2998'THE STATION IS LOCATED 14.0 FEET SOUTH OF THE CENTERLINE OF THE
 DG2998'ROAD, 9.5 FEET NORTH OF A WITNESS POST, 131.0 FEET SOUTHWEST OF
 DG2998'A POWER POLE ON THE NORTH SIDE OF THE ROAD, 54.0 FEET SOUTHEAST
 DG2998'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND
 DG2998'A DRIVEWAY LEADING NORTH, AND 65.0 FEET SOUTH OF ANOTHER POWER
 DG2998'POLE ON THE NORTH SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK
 DG2998'STAMPED 056-208, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2998'POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION
 DG2998'IS A STANDARD DISK STAMPED 056-208, SET IN AN IRREGULAR
 DG2998'MASS OF CONCRETE APPROXIMATELY 0.62 METER BELOW THE GROUND
 DG2998'SURFACE.
 DG2998'
 DG2998'THE AZIMUTH MARK IS LOCATED 30.8 FEET SOUTH OF THE CENTERLINE
 DG2998'OF THE ROAD, 5.4 FEET NORTHWEST OF A POWER POLE, 10.1 FEET NORTH
 DG2998'OF A FENCE, 84.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DG2998'AN OLD HOUSE ON THE NORTH SIDE OF THE ROAD, AND 248.0 FEET
 DG2998'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 DG2998'ROAD AND A DRIVEWAY LEADING NORTH.  IT IS A STANDARD DISK
 DG2998'STAMPED 056-208 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2998'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3020 ***********************************************************************
 DG3020  DESIGNATION -  BV 056 209
 DG3020  PID         -  DG3020
 DG3020  STATE/COUNTY-  GA/FAYETTE
 DG3020  USGS QUAD   -  TYRONE (1982)
 DG3020
 DG3020                         *CURRENT SURVEY CONTROL
 DG3020  ___________________________________________________________________
 DG3020* NAD 83(1994)-  33 27 52.94986(N)    084 31 46.48329(W)     ADJUSTED  
 DG3020* NAVD 88     -       287.     (meters)     942.     (feet)  VERTCON   
 DG3020  ___________________________________________________________________
 DG3020  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DG3020  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3020
 DG3020  HORZ ORDER  -  SECOND
 DG3020
 DG3020.The horizontal coordinates were established by classical geodetic methods
 DG3020.and adjusted by the National Geodetic Survey in September 1997..
 DG3020
 DG3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3020
 DG3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3020
 DG3020.The geoid height was determined by GEOID03.
 DG3020
 DG3020;                    North         East     Units Scale Factor Converg.
 DG3020;SPC GA W     -   384,195.285   666,266.898   MT  0.99991402   -0 12 00.4
 DG3020;SPC GA W     - 1,260,480.70  2,185,910.65   sFT  0.99991402   -0 12 00.4
 DG3020;UTM  16      - 3,705,536.795   729,587.176   MT  1.00024990   +1 21 46.2
 DG3020
 DG3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3020!SPC GA W     -   0.99995953  x   0.99991402  =   0.99987355
 DG3020!UTM  16      -   0.99995953  x   1.00024990  =   1.00020942
 DG3020
 DG3020:                Primary Azimuth Mark                     Grid Az
 DG3020:SPC GA W     -  UNION CITY GA PWR CO MICROWAVE           010 12 45.1
 DG3020:UTM  16      -  UNION CITY GA PWR CO MICROWAVE           008 38 58.5
 DG3020
 DG3020|---------------------------------------------------------------------|
 DG3020| PID    Reference Object                     Distance      Geod. Az  |
 DG3020|                                                           dddmmss.s |
 DG3020| DG3252 UNION CITY GA PWR CO MICROWAVE      APPROX. 9.9 KM 0100044.7 |
 DG3020| DG2657 KENWOOD COUNTY TANK                 APPROX. 5.8 KM 0284609.2 |
 DG3020| CZ3003 BV 056 209 AZ MK                                   2050058.7 |
 DG3020| DG3021 BV 056 209 GADT 1974 RM1             14.173 METERS 34440     |
 DG3020|---------------------------------------------------------------------|
 DG3020
 DG3020                          SUPERSEDED SURVEY CONTROL
 DG3020
 DG3020  NAD 83(1994)-  33 27 52.95622(N)    084 31 46.48247(W) AD(       ) 2
 DG3020  NAD 83(1986)-  33 27 52.95655(N)    084 31 46.48219(W) AD(       ) 2
 DG3020  NAD 27      -  33 27 52.54568(N)    084 31 46.73961(W) AD(       ) 2
 DG3020  NGVD 29 (07/19/86)  287.     (m)          942.     (f) VERT ANG       
 DG3020
 DG3020.Superseded values are not recommended for survey control.
 DG3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3020.See file dsdata.txt to determine how the superseded data were derived.
 DG3020
 DG3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2958705537(NAD 83)
 DG3020_MARKER: DD = SURVEY DISK
 DG3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3020
 DG3020  HISTORY     - Date     Condition        Report By
 DG3020  HISTORY     - 1974     MONUMENTED       GADT
 DG3020
 DG3020                          STATION DESCRIPTION
 DG3020
 DG3020'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3020'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF TYRONE,
 DG3020'4-1/4 MILES WEST-NORTHWEST OF FAYETTEVILLE, AND 5-3/4 MILES
 DG3020'NORTHEAST OF PEACHTREE CITY ON PROPERTY OWNED BY MR. NORMAN
 DG3020'TRAMMEL, PHONE 461-7517, 461-9894.
 DG3020'
 DG3020'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54 AND
 DG3020'85 (STATE ROUTE 92) IN FAYETTEVILLE, TRAVEL WEST ALONG STATE
 DG3020'ROUTE 54 FOR 1.85 MILES TO THE JUNCTION OF GINGER CAKE ROAD
 DG3020'(COUNTY ROAD 43) TO THE RIGHT.  CONTINUE WEST ALONG STATE ROUTE
 DG3020'54 FOR 1.15 MILES TO THE JUNCTION OF SANDY CREEK ROAD (COUNTY
 DG3020'ROAD 92028) TO THE RIGHT.  CONTINUE ALONG STATE ROUTE 54 FOR
 DG3020'1.4 MILES TO THE JUNCTION OF TYRONE ROAD (COUNTY ROAD 90846)
 DG3020'TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHWEST ALONG TYRONE
 DG3020'ROAD FOR 0.95 MILE TO THE JUNCTION OF FLAT CREEK TRAIL
 DG3020'(COUNTY ROAD 83) CROSSING.  TURN RIGHT, TRAVELING NORTHEAST
 DG3020'ALONG FLAT CREEK TRAIL FOR 0.7 MILE TO THE AZIMUTH MARK ON
 DG3020'THE LEFT.  CONTINUE ALONG FLAT CREEK TRAIL FOR 0.4 MILE TO THE
 DG3020'STATION ON THE RIGHT ON A HILL TOP ABOUT 300 FEET EAST OF THE
 DG3020'ROAD.
 DG3020'
 DG3020'THE STATION IS LOCATED 3.3 FEET WEST OF A WITNESS POST, 208.0
 DG3020'FEET SOUTH-SOUTHEAST OF A POWER POLE LOCATED SOUTH OF AN OLD
 DG3020'ROAD BED, 284.0 FEET EAST OF A POWER POLE LOCATED NEXT TO A
 DG3020'PASTURE FENCE RUNNING PARALLEL WITH SANDY CREEK ROAD.  THE
 DG3020'STATION IS A STANDARD BRASS DISK STAMPED 056-209, SET IN THE
 DG3020'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3020'SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG3020'056-209, SET APPROXIMATELY 0.62 METER BELOW THE GROUND
 DG3020'SURFACE.
 DG3020'
 DG3020'RM 1 IS LOCATED 165.0 FEET SOUTH-SOUTHEAST OF THE POWER POLE SOUTH
 DG3020'OF THE OLD ROAD BED, 230.0 FEET SOUTHEAST OF A 16 INCH PINE
 DG3020'TREE LOCATED ON A FENCELINE PARALLEL WITH THE OLD ROAD BED, AND
 DG3020'6 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 DG3020'DISK STAMPED 056-209 RM 1, SET IN THE TOP OF A 10 INCH
 DG3020'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DG3020'
 DG3020'THE AZIMUTH MARK IS LOCATED 40.0 FEET NORTHWEST OF THE
 DG3020'CENTERLINE OF THE ROAD, 17.5 FEET SOUTH OF A 12 INCH PINE TREE,
 DG3020'21.0 FEET NORTHEAST OF ANOTHER 12 INCH PINE TREE, AND 4.5
 DG3020'FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DG3020'STAMPED 056-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3020'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3026 ***********************************************************************
 DG3026  DESIGNATION -  BV 056 210
 DG3026  PID         -  DG3026
 DG3026  STATE/COUNTY-  GA/FAYETTE
 DG3026  USGS QUAD   -  TYRONE (1982)
 DG3026
 DG3026                         *CURRENT SURVEY CONTROL
 DG3026  ___________________________________________________________________
 DG3026* NAD 83(1994)-  33 29 41.91891(N)    084 32 55.68332(W)     ADJUSTED  
 DG3026* NAVD 88     -       298.     (meters)     978.     (feet)  VERTCON   
 DG3026  ___________________________________________________________________
 DG3026  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DG3026  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3026
 DG3026  HORZ ORDER  -  SECOND
 DG3026
 DG3026.The horizontal coordinates were established by classical geodetic methods
 DG3026.and adjusted by the National Geodetic Survey in September 1997..
 DG3026
 DG3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3026
 DG3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3026
 DG3026.The geoid height was determined by GEOID03.
 DG3026
 DG3026;                    North         East     Units Scale Factor Converg.
 DG3026;SPC GA W     -   387,558.631   664,492.510   MT  0.99991554   -0 12 39.2
 DG3026;SPC GA W     - 1,271,515.28  2,180,089.18   sFT  0.99991554   -0 12 39.2
 DG3026;UTM  16      - 3,708,851.566   727,721.060   MT  1.00023937   +1 21 11.9
 DG3026
 DG3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3026!SPC GA W     -   0.99995781  x   0.99991554  =   0.99987335
 DG3026!UTM  16      -   0.99995781  x   1.00023937  =   1.00019717
 DG3026
 DG3026:                Primary Azimuth Mark                     Grid Az
 DG3026:SPC GA W     -  BV 056 210 AZ MK                         087 14 14.1
 DG3026:UTM  16      -  BV 056 210 AZ MK                         085 40 23.0
 DG3026
 DG3026|---------------------------------------------------------------------|
 DG3026| PID    Reference Object                     Distance      Geod. Az  |
 DG3026|                                                           dddmmss.s |
 DG3026| CZ3004 BV 056 210 AZ MK                                   0870134.9 |
 DG3026| DG3008 TYRONE                              APPROX. 3.5 KM 1904756.7 |
 DG3026| DG3025 BV 056 210 GADT 1974 PTA             21.504 METERS 25628     |
 DG3026|---------------------------------------------------------------------|
 DG3026
 DG3026                          SUPERSEDED SURVEY CONTROL
 DG3026
 DG3026  NAD 83(1994)-  33 29 41.92518(N)    084 32 55.68267(W) AD(       ) 2
 DG3026  NAD 83(1986)-  33 29 41.92557(N)    084 32 55.68223(W) AD(       ) 2
 DG3026  NAD 27      -  33 29 41.51757(N)    084 32 55.93744(W) AD(       ) 2
 DG3026  NGVD 29 (07/19/86)  298.     (m)          978.     (f) VERT ANG       
 DG3026
 DG3026.Superseded values are not recommended for survey control.
 DG3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3026.See file dsdata.txt to determine how the superseded data were derived.
 DG3026
 DG3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2772108852(NAD 83)
 DG3026_MARKER: DD = SURVEY DISK
 DG3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3026
 DG3026  HISTORY     - Date     Condition        Report By
 DG3026  HISTORY     - 1974     MONUMENTED       GADT
 DG3026
 DG3026                          STATION DESCRIPTION
 DG3026
 DG3026'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3026'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHEAST OF
 DG3026'TYRONE, 5 MILES NORTH OF PEACHTREE CITY, AND 6-1/4 MILES
 DG3026'NORTHWEST OF FAYETTEVILLE, ON PROPERTY OWNED BY JOHN A. COWART.
 DG3026'
 DG3026'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54 AND
 DG3026'85 (STATE ROUTE 92) IN FAYETTEVILLE, TRAVEL WEST ALONG STATE
 DG3026'ROUTE 54 FOR 2.4 MILES TO THE WHITEWATER CREEK BRIDGE.  CONTINUE
 DG3026'WESTERLY ALONG STATE ROUTE 54 FOR 0.45 MILE TO SANDY CREEK ROAD
 DG3026'(COUNTY ROAD 92028) TO THE RIGHT.  TURN RIGHT, TRAVELING
 DG3026'NORTHWESTERLY ALONG SANDY CREEK ROAD FOR 4.4 MILES TO THE
 DG3026'JUNCTION OF LEES MILL ROAD (COUNTY ROAD 50) AND THE AZIMUTH
 DG3026'MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY ALONG SANDY CREEK
 DG3026'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DG3026'
 DG3026'THE STATION IS LOCATED 65.0 FEET SOUTH OF THE CENTERLINE OF
 DG3026'THE ROAD, 46.1 FEET SOUTHWEST OF A WITNESS POST, AND 165.2 FEET
 DG3026'NORTHEAST OF THE NORTHEAST CORNER OF THE COWART RESIDENCE.  IT
 DG3026'IS A STANDARD BRASS DISK STAMPED 056-210, SET IN THE TOP OF A
 DG3026'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3026'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3026'056-210, SET IN A 1 INCH DRILL HOLE IN BEDROCK APPROXIMATELY 0.39
 DG3026'METER BELOW THE GROUND SURFACE.
 DG3026'
 DG3026'THE AZIMUTH MARK IS LOCATED 17 FEET NORTHEAST OF THE CENTERLINE
 DG3026'OF SANDY CREEK ROAD, 2.5 FEET SOUTHWEST OF A WITNESS POST, 34
 DG3026'FEET SOUTH OF THE CENTERLINE OF LEES MILL ROAD, AND 95.0 FEET
 DG3026'WEST OF A POWER POLE LOCATED ON THE SOUTH SIDE OF LEES MILL
 DG3026'ROAD.  IT IS A STANDARD DISK STAMPED 056-210 AZMK, SET IN THE
 DG3026'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3026'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3016 ***********************************************************************
 DG3016  DESIGNATION -  BV 056 211
 DG3016  PID         -  DG3016
 DG3016  STATE/COUNTY-  GA/FAYETTE
 DG3016  USGS QUAD   -  TYRONE (1982)
 DG3016
 DG3016                         *CURRENT SURVEY CONTROL
 DG3016  ___________________________________________________________________
 DG3016* NAD 83(1994)-  33 25 07.15792(N)    084 34 15.51584(W)     ADJUSTED  
 DG3016* NAVD 88     -       294.     (meters)     965.     (feet)  VERTCON   
 DG3016  ___________________________________________________________________
 DG3016  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DG3016  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG3016
 DG3016  HORZ ORDER  -  SECOND
 DG3016
 DG3016.The horizontal coordinates were established by classical geodetic methods
 DG3016.and adjusted by the National Geodetic Survey in September 1997..
 DG3016
 DG3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3016
 DG3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3016
 DG3016.The geoid height was determined by GEOID03.
 DG3016
 DG3016;                    North         East     Units Scale Factor Converg.
 DG3016;SPC GA W     -   379,102.071   662,399.026   MT  0.99991743   -0 13 21.6
 DG3016;SPC GA W     - 1,243,770.71  2,173,220.80   sFT  0.99991743   -0 13 21.6
 DG3016;UTM  16      - 3,700,338.358   725,858.369   MT  1.00022896   +1 20 18.1
 DG3016
 DG3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3016!SPC GA W     -   0.99995842  x   0.99991743  =   0.99987585
 DG3016!UTM  16      -   0.99995842  x   1.00022896  =   1.00018737
 DG3016
 DG3016:                Primary Azimuth Mark                     Grid Az
 DG3016:SPC GA W     -  PEACHTREE CITY MUN TANK                  213 49 57.2
 DG3016:UTM  16      -  PEACHTREE CITY MUN TANK                  212 16 17.5
 DG3016
 DG3016|---------------------------------------------------------------------|
 DG3016| PID    Reference Object                     Distance      Geod. Az  |
 DG3016|                                                           dddmmss.s |
 DG3016| DG3014 PEACHTREE CITY MUN TANK             APPROX. 3.3 KM 2133635.6 |
 DG3016| DG3017 GARDEN CITY CORP X 29                18.087 METERS 28026     |
 DG3016| CZ3005 BV 056 211 AZ MK                                   2891227.0 |
 DG3016|---------------------------------------------------------------------|
 DG3016
 DG3016                          SUPERSEDED SURVEY CONTROL
 DG3016
 DG3016  NAD 83(1994)-  33 25 07.16395(N)    084 34 15.51510(W) AD(       ) 2
 DG3016  NAD 83(1986)-  33 25 07.16435(N)    084 34 15.51458(W) AD(       ) 2
 DG3016  NAD 27      -  33 25 06.74806(N)    084 34 15.76952(W) AD(       ) 2
 DG3016  NGVD 29 (07/19/86)  294.     (m)          965.     (f) VERT ANG       
 DG3016
 DG3016.Superseded values are not recommended for survey control.
 DG3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3016.See file dsdata.txt to determine how the superseded data were derived.
 DG3016
 DG3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2585800338(NAD 83)
 DG3016_MARKER: DD = SURVEY DISK
 DG3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3016
 DG3016  HISTORY     - Date     Condition        Report By
 DG3016  HISTORY     - 1974     MONUMENTED       GADT
 DG3016
 DG3016                          STATION DESCRIPTION
 DG3016
 DG3016'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3016'THE STATION IS LOCATED IN PEACHTREE CITY, ON PROPERTY OWNED BY
 DG3016'J. WALTER BANKS.
 DG3016'
 DG3016'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 74 AND
 DG3016'54 IN PEACHTREE CITY, TRAVEL EAST ALONG STATE ROUTE 54 FOR 0.8
 DG3016'MILE TO THE FLAT CREEK BRIDGE.  CONTINUE EAST ALONG STATE ROUTE
 DG3016'54 FOR 0.65 MILE TO A PAVED STREET CROSSING.  TURN LEFT,
 DG3016'TRAVELING NORTHEASTERLY FOR 0.95 MILE TO A DIRT STREET
 DG3016'CROSSING.  TURN LEFT, TRAVELING NORTH ALONG THE DIRT STREET FOR
 DG3016'0.15 MILE TO ITS TERMINATION AT THE BANKS RESIDENCE.  CONTINUE
 DG3016'NORTH ALONG A TRACK ROAD (OLD ROAD BED) FOR 0.05 MILE TO THE
 DG3016'STATION ON THE RIGHT.
 DG3016'
 DG3016'THE STATION IS LOCATED 7.5 FEET NORTH OF THE CENTERLINE OF THE
 DG3016'TRACK ROAD, 15.7 FEET EAST OF AN 8 INCH PINE TREE, 17.0 FEET
 DG3016'SOUTHWEST OF AN 18 INCH BY 36 INCH ROCK ON TOP OF A 6 FOOT CUT
 DG3016'BANK, 46.3 FEET WEST OF A 24 INCH OAK TREE BROKEN OFF 12 FEET
 DG3016'ABOVE THE GROUND SURFACE, AND 2.0 FEET SOUTH OF A WITNESS
 DG3016'POST.  IT IS A STANDARD BRASS DISK STAMPED 056-211, SET IN THE
 DG3016'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3016'GROUND SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG3016'STAMPED 056-211 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG3016'0.64 METER BELOW THE GROUND SURFACE.
 DG3016'
 DG3016'X29 (GARDEN CITY CORP) IS LOCATED 7 FEET SOUTH OF THE CENTERLINE
 DG3016'OF THE TRACK ROAD AND 15 FEET SOUTH OF THE 8 INCH PINE TREE ON
 DG3016'THE NORTH SIDE OF THE ROAD.  IT IS A 3/4 INCH IRON REINFORCING
 DG3016'ROD SET IN THE GROUND FLUSH WITH THE GROUND SURFACE.
 DG3016'
 DG3016'TO REACH THE AZIMUTH MARK, CONTINUE ALONG THE TRACK ROAD FOR
 DG3016'100 FEET TO A FIELD ON THE LEFT.  FORK LEFT INTO THE FIELD,
 DG3016'TRAVELING ALONG A WOODS LINE ON THE LEFT FOR 0.1 MILE TO THE MARK
 DG3016'LOCATED NEAR THE EDGE OF THE WOODS.  IT IS LOCATED 3.8 FEET NORTH
 DG3016'OF A WITNES POST SET IN THE WOODS LINE, 28.0 FEET NORTHEAST OF A
 DG3016'6 INCH TWIN OAK TREE, AND 31.0 FEET NORTH OF ANOTHER 6 INCH TWIN
 DG3016'OAK TREE.  IT IS A STANDARD DISK STAMPED 056-211 AZMK, SET IN
 DG3016'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3016'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3011 ***********************************************************************
 DG3011  DESIGNATION -  BV 056 212
 DG3011  PID         -  DG3011
 DG3011  STATE/COUNTY-  GA/FAYETTE
 DG3011  USGS QUAD   -  TYRONE (1982)
 DG3011
 DG3011                         *CURRENT SURVEY CONTROL
 DG3011  ___________________________________________________________________
 DG3011* NAD 83(1994)-  33 22 30.43707(N)    084 34 40.45829(W)     ADJUSTED  
 DG3011* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 DG3011  ___________________________________________________________________
 DG3011  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DG3011  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3011
 DG3011  HORZ ORDER  -  SECOND
 DG3011
 DG3011.The horizontal coordinates were established by classical geodetic methods
 DG3011.and adjusted by the National Geodetic Survey in September 1997..
 DG3011
 DG3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3011
 DG3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3011
 DG3011.The geoid height was determined by GEOID03.
 DG3011
 DG3011;                    North         East     Units Scale Factor Converg.
 DG3011;SPC GA W     -   374,276.655   661,735.598   MT  0.99991805   -0 13 34.4
 DG3011;SPC GA W     - 1,227,939.33  2,171,044.21   sFT  0.99991805   -0 13 34.4
 DG3011;UTM  16      - 3,695,495.169   725,326.399   MT  1.00022601   +1 19 58.8
 DG3011
 DG3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3011!SPC GA W     -   0.99996311  x   0.99991805  =   0.99988117
 DG3011!UTM  16      -   0.99996311  x   1.00022601  =   1.00018911
 DG3011
 DG3011|---------------------------------------------------------------------|
 DG3011| PID    Reference Object                     Distance      Geod. Az  |
 DG3011|                                                           dddmmss.s |
 DG3011| DG3012 BV 056 212 GADT 1974 PTA             19.303 METERS 01045     |
 DG3011| DG3014 PEACHTREE CITY MUN TANK             APPROX. 2.4 KM 3294118.8 |
 DG3011| CZ3006 BV 056 212 AZ MK                                   3482623.5 |
 DG3011|---------------------------------------------------------------------|
 DG3011
 DG3011                          SUPERSEDED SURVEY CONTROL
 DG3011
 DG3011  NAD 83(1994)-  33 22 30.44309(N)    084 34 40.45732(W) AD(       ) 2
 DG3011  NAD 83(1986)-  33 22 30.44355(N)    084 34 40.45692(W) AD(       ) 2
 DG3011  NAD 27      -  33 22 30.02340(N)    084 34 40.71208(W) AD(       ) 2
 DG3011  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 DG3011
 DG3011.Superseded values are not recommended for survey control.
 DG3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3011.See file dsdata.txt to determine how the superseded data were derived.
 DG3011
 DG3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2532695495(NAD 83)
 DG3011_MARKER: DD = SURVEY DISK
 DG3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3011
 DG3011  HISTORY     - Date     Condition        Report By
 DG3011  HISTORY     - 1974     MONUMENTED       GADT
 DG3011
 DG3011                          STATION DESCRIPTION
 DG3011
 DG3011'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3011'THE STATION IS LOCATED IN PEACHTREE CITY, ON PROPERTY OWNED BY
 DG3011'GARDEN CITY CORPORATION.
 DG3011'
 DG3011'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 54 AND
 DG3011'74 IN PEACHTREE CITY, TRAVEL SOUTHEAST ALONG STATE ROUTE 74
 DG3011'FOR 1.25 MILES TO THE JUNCTION OF KELLY DRIVE CROSSING.  TURN
 DG3011'RIGHT, TRAVELING WEST ALONG KELLY DRIVE FOR 0.3 MILE TO THE
 DG3011'JUNCTION OF THE SEABOARD COASTLINE RAILWAY CROSSING AND THE
 DG3011'AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG KELLY DRIVE FOR 0.1
 DG3011'MILE TO THE JUNCTION OF DIVIDEND DRIVE TO THE LEFT.  TURN LEFT,
 DG3011'TRAVELING SOUTH ALONG DIVIDEND DRIVE FOR 0.5 MILE TO THE
 DG3011'STATION ON THE LEFT ON TOP OF A HILL.
 DG3011'
 DG3011'THE STATION IS LOCATED 6.5 FEET EAST OF A WITNESS POST, 73.0 FEET
 DG3011'SOUTHEAST OF A POWER POLE BESIDE THE ROAD, 91.0 FEET EAST OF THE
 DG3011'CENTERLINE OF THE ROAD, AND 61.0 FEET WEST OF A POWER POLE LOCATED
 DG3011'EAST OF AN OLD ROAD BED.  IT IS A STANDARD BRASS DISK STAMPED
 DG3011'056-212, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3011'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DG3011'STANDARD DISK STAMPED 056-212, SET IN A 1 INCH DRILL HOLE IN
 DG3011'BEDROCK APPROXIMATELY 0.62 METER BELOW THE GROUND SURFACE.
 DG3011'
 DG3011'THE AZIMUTH MARK IS LOCATED 28.0 FEET SOUTH OF THE CENTERLINE OF
 DG3011'KELLY DRIVE, 5.5 FEET EAST OF A WITNESS POST, 7.0 FEET EAST OF A
 DG3011'POWER POLE, AND 126.0 FEET WEST OF THE WESTERN MOST RAIL OF THE
 DG3011'RAILROAD TRACK.  IT IS A STANDARD DISK STAMPED 056-212 AZMK, SET
 DG3011'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3011'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3005 ***********************************************************************
 DG3005  DESIGNATION -  BV 056 213
 DG3005  PID         -  DG3005
 DG3005  STATE/COUNTY-  GA/FAYETTE
 DG3005  USGS QUAD   -  FAYETTEVILLE (1982)
 DG3005
 DG3005                         *CURRENT SURVEY CONTROL
 DG3005  ___________________________________________________________________
 DG3005* NAD 83(1994)-  33 28 47.33864(N)    084 26 10.07107(W)     ADJUSTED  
 DG3005* NAVD 88     -       274.     (meters)     899.     (feet)  VERTCON   
 DG3005  ___________________________________________________________________
 DG3005  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DG3005  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3005
 DG3005  HORZ ORDER  -  SECOND
 DG3005
 DG3005.The horizontal coordinates were established by classical geodetic methods
 DG3005.and adjusted by the National Geodetic Survey in September 1997..
 DG3005
 DG3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3005
 DG3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3005
 DG3005.The geoid height was determined by GEOID03.
 DG3005
 DG3005;                    North         East     Units Scale Factor Converg.
 DG3005;SPC GA W     -   385,844.364   674,957.361   MT  0.99990773   -0 08 55.1
 DG3005;SPC GA W     - 1,265,891.05  2,214,422.61   sFT  0.99990773   -0 08 55.1
 DG3005;UTM  16      - 3,707,423.035   738,232.561   MT  1.00029977   +1 24 54.0
 DG3005
 DG3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3005!SPC GA W     -   0.99996157  x   0.99990773  =   0.99986930
 DG3005!UTM  16      -   0.99996157  x   1.00029977  =   1.00026132
 DG3005
 DG3005:                Primary Azimuth Mark                     Grid Az
 DG3005:SPC GA W     -  BV 056 213 AZ MK                         214 09 43.6
 DG3005:UTM  16      -  BV 056 213 AZ MK                         212 35 54.5
 DG3005
 DG3005|---------------------------------------------------------------------|
 DG3005| PID    Reference Object                     Distance      Geod. Az  |
 DG3005|                                                           dddmmss.s |
 DG3005| CZ3007 BV 056 213 AZ MK                                   2140048.5 |
 DG3005| DG3004 BV 056 213 GADT 1974 PTA             18.718 METERS 23846     |
 DG3005|---------------------------------------------------------------------|
 DG3005
 DG3005                          SUPERSEDED SURVEY CONTROL
 DG3005
 DG3005  NAD 83(1986)-  33 28 47.34580(N)    084 26 10.07022(W) AD(       ) 2
 DG3005  NAD 27      -  33 28 46.93726(N)    084 26 10.33494(W) AD(       ) 2
 DG3005  NGVD 29 (07/19/86)  274.     (m)          899.     (f) VERT ANG       
 DG3005
 DG3005.Superseded values are not recommended for survey control.
 DG3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3005.See file dsdata.txt to determine how the superseded data were derived.
 DG3005
 DG3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3823307423(NAD 83)
 DG3005_MARKER: DD = SURVEY DISK
 DG3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3005_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3005+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 DG3005
 DG3005  HISTORY     - Date     Condition        Report By
 DG3005  HISTORY     - 1974     MONUMENTED       GADT
 DG3005  HISTORY     - 20030110 GOOD             GADT
 DG3005
 DG3005                          STATION DESCRIPTION
 DG3005
 DG3005'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3005'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF
 DG3005'FAYETTEVILLE, 5-1/2 MILES SOUTHWEST OF JONESBORO, AND 6-1/2 MILES
 DG3005'SOUTH OF RIVERDALE ON STATE RIGHT OF WAY.
 DG3005'
 DG3005'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 54 AND STATE
 DG3005'ROUTE 85 IN FAYETTEVILLE, TRAVEL NORTH ON STATE ROUTE 85 FOR 1.1
 DG3005'MILES TO THE JUNCTION OF STATE ROUTE 314 TO THE LEFT.  CONTINUE
 DG3005'ALONG STATE ROUTE 85 FOR 1.05 MILES TO ELLIS ROAD (COUNTY ROAD
 DG3005'215) AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ALONG
 DG3005'STATE ROUTE 85 FOR 0.35 MILE TO PINE TRAIL (COUNTY ROAD 198)
 DG3005'AND THE STATION ON THE RIGHT.
 DG3005'
 DG3005'THE STATION IS LOCATED 15.0 FEET SOUTH OF THE CENTERLINE OF PINE
 DG3005'TRAIL, 31.0 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 DG3005'3.0 FEET SOUTH OF A WITNESS POST, 44.0 FEET NORTHEAST OF A
 DG3005'TELEPHONE POLE, AND 57.0 FEET SOUTHEAST OF THE POINT OF
 DG3005'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 85 AND PINE
 DG3005'TRAIL.  IT IS A STANDARD BRASS DISK STAMPED 056-213, SET IN
 DG3005'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3005'GROUND SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG3005'STAMPED 056-213, SET IN THE TOP OF AN IRREGULAR MASS OF
 DG3005'CONCRETE APPROXIMATELY 0.71 METER BELOW THE GROUND SURFACE.
 DG3005'
 DG3005'THE AZIMUTH MARK IS LOCATED 31.0 FEET NORTH-NORTHEAST OF THE
 DG3005'CENTERLINE OF ELLIS ROAD, 3.0 FEET NORTH OF A WITNESS POST, 47.0
 DG3005'FEET SOUTH OF AN 8 INCH PINE TREE, 82.0 FEET NORTHEAST OF A
 DG3005'TELEPHONE POLE IN THE SOUTH QUADRANT OF THE INTERSECTION, 120.0
 DG3005'FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DG3005'CENTERLINES OF STATE ROUTE 85 AND ELLIS ROAD.  IT IS A STANDARD
 DG3005'DISK STAMPED 056-213 AZMK, SET IN THE TOP OF A 10 INCH
 DG3005'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DG3005
 DG3005                          STATION RECOVERY (2003)
 DG3005
 DG3005'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DG3005'REPORTED TO THIS AGENCY BY A PRIVATE SURVEYOR, WERE THE FOLLOWING
 DG3005'ADDITIONS TO THE LOCAL DISTANCES- MARK IS LOCATED 20.4 FT.
 DG3005'NORTH-NORTHEAST OF A M/H COVER, 15.7 FT. N.W. OF A FIRE HYDRANT, AND
 DG3005'1.5 FT. SOUTH-SOUTHEAST OF EDGE OF PINE TRAIL RD. LOCATED 0.8 FEET
 DG3005'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2001 ***********************************************************************
 EE2001  DESIGNATION -  BV 057 200
 EE2001  PID         -  EE2001
 EE2001  STATE/COUNTY-  GA/FLOYD
 EE2001  USGS QUAD   -  SUGAR VALLEY (1981)
 EE2001
 EE2001                         *CURRENT SURVEY CONTROL
 EE2001  ___________________________________________________________________
 EE2001* NAD 83(1994)-  34 31 43.89136(N)    085 06 43.36262(W)     ADJUSTED  
 EE2001* NAVD 88     -       214.1    (meters)     702.     (feet)  VERTCON   
 EE2001  ___________________________________________________________________
 EE2001  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EE2001  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE2001
 EE2001  HORZ ORDER  -  SECOND
 EE2001
 EE2001.The horizontal coordinates were established by classical geodetic methods
 EE2001.and adjusted by the National Geodetic Survey in September 1997..
 EE2001
 EE2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2001
 EE2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2001
 EE2001.The geoid height was determined by GEOID03.
 EE2001
 EE2001;                    North         East     Units Scale Factor Converg.
 EE2001;SPC GA W     -   502,568.483   613,213.645   MT  0.99999281   -0 32 09.2
 EE2001;SPC GA W     - 1,648,843.43  2,011,851.77   sFT  0.99999281   -0 32 09.2
 EE2001;UTM  16      - 3,822,415.792   673,271.935   MT  0.99997007   +1 04 13.4
 EE2001
 EE2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2001!SPC GA W     -   0.99997098  x   0.99999281  =   0.99996379
 EE2001!UTM  16      -   0.99997098  x   0.99997007  =   0.99994105
 EE2001
 EE2001:                Primary Azimuth Mark                     Grid Az
 EE2001:SPC GA W     -  BV 057 200 AZ MK                         269 21 00.3
 EE2001:UTM  16      -  BV 057 200 AZ MK                         267 44 37.7
 EE2001
 EE2001|---------------------------------------------------------------------|
 EE2001| PID    Reference Object                     Distance      Geod. Az  |
 EE2001|                                                           dddmmss.s |
 EE2001| CG4962 BV 057 200 AZ MK                                   2684851.1 |
 EE2001|---------------------------------------------------------------------|
 EE2001
 EE2001                          SUPERSEDED SURVEY CONTROL
 EE2001
 EE2001  NAD 83(1994)-  34 31 43.89614(N)    085 06 43.36761(W) AD(       ) 2
 EE2001  NAD 83(1986)-  34 31 43.89730(N)    085 06 43.36657(W) AD(       ) 2
 EE2001  NAD 27      -  34 31 43.59115(N)    085 06 43.54930(W) AD(       ) 2
 EE2001  NGVD 29 (07/19/86)  214.1    (m)          702.     (f) VERT ANG       
 EE2001
 EE2001.Superseded values are not recommended for survey control.
 EE2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2001.See file dsdata.txt to determine how the superseded data were derived.
 EE2001
 EE2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7327222416(NAD 83)
 EE2001_MARKER: DD = SURVEY DISK
 EE2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2001
 EE2001  HISTORY     - Date     Condition        Report By
 EE2001  HISTORY     - 1972     MONUMENTED       GADT
 EE2001
 EE2001                          STATION DESCRIPTION
 EE2001
 EE2001'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2001'THE STATION IS LOCATED 5.0 MILES EAST OF SUBLINGA, 9.2 MILES WEST
 EE2001'OF CALHOUN, AND 19.7 MILES NORTH OF ROME.
 EE2001'
 EE2001'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 140
 EE2001'AND 53, ABOUT 6.5 MILES WEST OF ADAIRSVILLE, GO WEST ON STATE
 EE2001'ROUTE 140 FOR 7.1 MILES TO COUNTY ROAD 90822 ON THE RIGHT.  TURN
 EE2001'RIGHT AND GO NORTH ON COUNTY ROAD 90822 FOR 12.7 MILES TO THE
 EE2001'STATION IN A FORK OF THE ROAD.
 EE2001'
 EE2001'THE STATION IS A STANDARD DISK STAMPED 057-200, SET IN A 10 INCH
 EE2001'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2001'MARK IS A STANDARD DISK STAMPED 057-200, SET IN AN IRREGULAR MASS
 EE2001'OF CONCRETE 0.8 METER BELOW THE STATION.  IT IS 30.6 FEET EAST OF
 EE2001'THE CENTERLINE OF THE LEFT FORK, 16.4 FEET NORTH OF THE
 EE2001'CENTERLINE OF THE RIGHT FORK, AND 8.5 FEET SOUTHWEST OF THE
 EE2001'CORNER OF A FENCE.
 EE2001'
 EE2001'THE AZIMUTH MARK IS LOCATED 0.20 MILE WEST OF THE STATION ON THE
 EE2001'SAME COUNTY ROAD.  IT IS 16.8 FEET SOUTH OF THE CENTERLINE OF THE
 EE2001'COUNTY ROAD, 35.1 FEET WEST OF AN 18 INCH PINE TREE, AND 39.2
 EE2001'FEET NORTHEAST OF A POWER POLE.  IT IS A STANDARD DISK STAMPED
 EE2001'AZI, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 EE2001'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2141 ***********************************************************************
 EE2141  DESIGNATION -  BV 057 201
 EE2141  PID         -  EE2141
 EE2141  STATE/COUNTY-  GA/FLOYD
 EE2141  USGS QUAD   -  ARMUCHEE (1968)
 EE2141
 EE2141                         *CURRENT SURVEY CONTROL
 EE2141  ___________________________________________________________________
 EE2141* NAD 83(1994)-  34 27 23.28054(N)    085 09 04.30288(W)     ADJUSTED  
 EE2141* NAVD 88     -       221.     (meters)     725.     (feet)  VERTCON   
 EE2141  ___________________________________________________________________
 EE2141  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EE2141  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE2141
 EE2141  HORZ ORDER  -  SECOND
 EE2141
 EE2141.The horizontal coordinates were established by classical geodetic methods
 EE2141.and adjusted by the National Geodetic Survey in September 1997..
 EE2141
 EE2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2141
 EE2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2141
 EE2141.The geoid height was determined by GEOID03.
 EE2141
 EE2141;                    North         East     Units Scale Factor Converg.
 EE2141;SPC GA W     -   494,572.643   609,541.370   MT  1.00000083   -0 33 25.4
 EE2141;SPC GA W     - 1,622,610.41  1,999,803.64   sFT  1.00000083   -0 33 25.4
 EE2141;UTM  16      - 3,814,320.519   669,825.146   MT  0.99995550   +1 02 46.6
 EE2141
 EE2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2141!SPC GA W     -   0.99996989  x   1.00000083  =   0.99997072
 EE2141!UTM  16      -   0.99996989  x   0.99995550  =   0.99992539
 EE2141
 EE2141:                Primary Azimuth Mark                     Grid Az
 EE2141:SPC GA W     -  BV 057 201 AZ MK                         030 08 47.8
 EE2141:UTM  16      -  BV 057 201 AZ MK                         028 32 35.8
 EE2141
 EE2141|---------------------------------------------------------------------|
 EE2141| PID    Reference Object                     Distance      Geod. Az  |
 EE2141|                                                           dddmmss.s |
 EE2141| CG4963 BV 057 201 AZ MK                                   0293522.4 |
 EE2141|---------------------------------------------------------------------|
 EE2141
 EE2141                          SUPERSEDED SURVEY CONTROL
 EE2141
 EE2141  NAD 83(1994)-  34 27 23.28489(N)    085 09 04.30677(W) AD(       ) 2
 EE2141  NAD 83(1986)-  34 27 23.28611(N)    085 09 04.30566(W) AD(       ) 2
 EE2141  NAD 27      -  34 27 22.97121(N)    085 09 04.48392(W) AD(       ) 2
 EE2141  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 EE2141
 EE2141.Superseded values are not recommended for survey control.
 EE2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2141.See file dsdata.txt to determine how the superseded data were derived.
 EE2141
 EE2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6982514321(NAD 83)
 EE2141_MARKER: DD = SURVEY DISK
 EE2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2141
 EE2141  HISTORY     - Date     Condition        Report By
 EE2141  HISTORY     - 1972     MONUMENTED       GADT
 EE2141
 EE2141                          STATION DESCRIPTION
 EE2141
 EE2141'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2141'THE STATION IS LOCATED 14.5 MILES NORTH OF ROME, 12.5 MILES WEST
 EE2141'OF CALHOUN, AND 13.5 MILES NORTHWEST OF ADAIRSVILLE ON THE PROPERTY
 EE2141'OF MR. H. D. ROPER.
 EE2141'
 EE2141'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 140
 EE2141'AND 53, ABOUT 6.5 MILES WEST OF ADAIRSVILLE, GO WEST ON STATE
 EE2141'ROUTE 140 FOR 7.1 MILES TO THE INTERSECTION OF COUNTY ROAD
 EE2141'90822.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 90822 FOR 6.4
 EE2141'MILES TO THE STATION ON THE LEFT IN A PASTURE NEAR A CHICKEN
 EE2141'HOUSE.
 EE2141'
 EE2141'THE STATION IS A STANDARD DISK STAMPED 057-201, SET IN A 10 INCH
 EE2141'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2141'MARK IS A STANDARD DISK STAMPED 057-201, SET IN AN IRREGULAR
 EE2141'MASS OF CONCRETE 0.69 METER BELOW THE STATION.  IT IS 109.3
 EE2141'FEET NORTHEAST OF A POWER POLE, 129.5 FEET NORTHWEST OF A POWER
 EE2141'POLE, AND 139.4 FEET WEST OF A FENCE.
 EE2141'
 EE2141'THE AZIMUTH MARK IS LOCATED 0.2 MILE NORTHEAST OF THE STATION
 EE2141'ON THE RIGHT SIDE OF THE ROAD.  IT IS A STANDARD DISK STAMPED AZI,
 EE2141'SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2145 ***********************************************************************
 EE2145  DESIGNATION -  BV 057 202 GAHD 1972
 EE2145  PID         -  EE2145
 EE2145  STATE/COUNTY-  GA/FLOYD
 EE2145  USGS QUAD   -  ARMUCHEE (1968)
 EE2145
 EE2145                         *CURRENT SURVEY CONTROL
 EE2145  ___________________________________________________________________
 EE2145* NAD 83(1994)-  34 28 55.18880(N)    085 09 38.61301(W)     ADJUSTED  
 EE2145* NAVD 88     -       416.3    (meters)    1366.     (feet)  VERTCON   
 EE2145  ___________________________________________________________________
 EE2145  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 EE2145  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE2145
 EE2145  HORZ ORDER  -  SECOND
 EE2145
 EE2145.The horizontal coordinates were established by classical geodetic methods
 EE2145.and adjusted by the National Geodetic Survey in September 1997..
 EE2145
 EE2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2145
 EE2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2145
 EE2145.The geoid height was determined by GEOID03.
 EE2145
 EE2145;                    North         East     Units Scale Factor Converg.
 EE2145;SPC GA W     -   497,413.143   608,693.476   MT  1.00000273   -0 33 46.2
 EE2145;SPC GA W     - 1,631,929.62  1,997,021.85   sFT  1.00000273   -0 33 46.2
 EE2145;UTM  16      - 3,817,136.040   668,898.127   MT  0.99995163   +1 02 29.6
 EE2145
 EE2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2145!SPC GA W     -   0.99993923  x   1.00000273  =   0.99994196
 EE2145!UTM  16      -   0.99993923  x   0.99995163  =   0.99989086
 EE2145
 EE2145:                Primary Azimuth Mark                     Grid Az
 EE2145:SPC GA W     -  CURRY                                    117 49 09.2
 EE2145:UTM  16      -  CURRY                                    116 12 53.4
 EE2145
 EE2145|---------------------------------------------------------------------|
 EE2145| PID    Reference Object                     Distance      Geod. Az  |
 EE2145|                                                           dddmmss.s |
 EE2145| EE2099 CURRY                               APPROX. 8.5 KM 1171523.0 |
 EE2145|---------------------------------------------------------------------|
 EE2145
 EE2145                          SUPERSEDED SURVEY CONTROL
 EE2145
 EE2145  NAD 83(1994)-  34 28 55.19271(N)    085 09 38.61673(W) AD(       ) 2
 EE2145  NAD 83(1986)-  34 28 55.19402(N)    085 09 38.61565(W) AD(       ) 2
 EE2145  NAD 27      -  34 28 54.88059(N)    085 09 38.79323(W) AD(       ) 2
 EE2145  NGVD 29 (07/19/86)  416.3    (m)         1366.     (f) VERT ANG       
 EE2145
 EE2145.Superseded values are not recommended for survey control.
 EE2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2145.See file dsdata.txt to determine how the superseded data were derived.
 EE2145
 EE2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6889817136(NAD 83)
 EE2145_MARKER: DD = SURVEY DISK
 EE2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2145+STABILITY: SURFACE MOTION
 EE2145
 EE2145  HISTORY     - Date     Condition        Report By
 EE2145  HISTORY     - 1972     MONUMENTED       GADT
 EE2145
 EE2145                          STATION DESCRIPTION
 EE2145
 EE2145'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2145'THE STATION IS LOCATED 5.5 MILES SOUTHEAST OF SUBLIGNA AND 15.8
 EE2145'MILES NORTH OF ROME.
 EE2145'
 EE2145'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140 AND
 EE2145'U.S. 27, ABOUT 6.5 MILES NORTH OF ROME, GO NORTH ON U.S. 27 FOR
 EE2145'0.4 MILE TO COUNTY ROAD 208 (HAYWOOD VALLEY ROAD) ON THE
 EE2145'RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 208 FOR 5.7 MILES
 EE2145'TO COUNTY ROAD 39 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 EE2145'COUNTY ROAD 39 FOR 2.0 MILES TO A DIRT ROAD ON THE RIGHT.  TURN
 EE2145'RIGHT AND GO EAST ON THE DIRT ROAD FOR 1.4 MILES TO THE TOP
 EE2145'OF JOHNS MOUNTAIN RIDGE.  THE STATION IS LOCATED ON THE WEST
 EE2145'SIDE OF THE ROAD IN A CLEARING AT THE TOP OF THE RIDGE
 EE2145'(DUNAWAY GAP).
 EE2145'
 EE2145'THE STATION IS A STANDARD DISK STAMPED 057-202, SET IN A 10 INCH
 EE2145'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2145'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-202, SET IN AN
 EE2145'IRREGULAR MASS OF CONCRETE 0.68 METER BELOW THE STATION.  IT
 EE2145'IS LOCATED 57.5 FEET EAST-NORTHEAST OF A 12 INCH PINE TREE,
 EE2145'69.2 FEET SOUTH OF A 14 INCH OAK TREE, AND 58.2 FEET SOUTHEAST
 EE2145'OF A 12 INCH OAK TREE.
 EE2145'
 EE2145'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2145'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2110 ***********************************************************************
 EE2110  DESIGNATION -  BV 057 204
 EE2110  PID         -  EE2110
 EE2110  STATE/COUNTY-  GA/FLOYD
 EE2110  USGS QUAD   -  SHANNON (1985)
 EE2110
 EE2110                         *CURRENT SURVEY CONTROL
 EE2110  ___________________________________________________________________
 EE2110* NAD 83(1994)-  34 21 57.07859(N)    085 02 55.47643(W)     ADJUSTED  
 EE2110* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 EE2110  ___________________________________________________________________
 EE2110  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EE2110  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EE2110
 EE2110  HORZ ORDER  -  SECOND
 EE2110
 EE2110.The horizontal coordinates were established by classical geodetic methods
 EE2110.and adjusted by the National Geodetic Survey in September 1997..
 EE2110
 EE2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2110
 EE2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2110
 EE2110.The geoid height was determined by GEOID03.
 EE2110
 EE2110;                    North         East     Units Scale Factor Converg.
 EE2110;SPC GA W     -   484,434.914   618,867.489   MT  0.99998111   -0 29 52.6
 EE2110;SPC GA W     - 1,589,350.21  2,030,401.09   sFT  0.99998111   -0 29 52.6
 EE2110;UTM  16      - 3,804,447.541   679,430.806   MT  0.99999686   +1 06 06.2
 EE2110
 EE2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2110!SPC GA W     -   0.99997183  x   0.99998111  =   0.99995294
 EE2110!UTM  16      -   0.99997183  x   0.99999686  =   0.99996869
 EE2110
 EE2110:                Primary Azimuth Mark                     Grid Az
 EE2110:SPC GA W     -  BV 057 204 AZ MK                         288 05 32.2
 EE2110:UTM  16      -  BV 057 204 AZ MK                         286 29 33.4
 EE2110
 EE2110|---------------------------------------------------------------------|
 EE2110| PID    Reference Object                     Distance      Geod. Az  |
 EE2110|                                                           dddmmss.s |
 EE2110| CG4964 BV 057 204 AZ MK                                   2873539.6 |
 EE2110|---------------------------------------------------------------------|
 EE2110
 EE2110                          SUPERSEDED SURVEY CONTROL
 EE2110
 EE2110  NAD 83(1994)-  34 21 57.08263(N)    085 02 55.47928(W) AD(       ) 2
 EE2110  NAD 83(1986)-  34 21 57.08395(N)    085 02 55.47824(W) AD(       ) 2
 EE2110  NAD 27      -  34 21 56.75742(N)    085 02 55.66956(W) AD(       ) 2
 EE2110  NGVD 29 (07/19/86)  208.7    (m)          685.     (f) VERT ANG       
 EE2110
 EE2110.Superseded values are not recommended for survey control.
 EE2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2110.See file dsdata.txt to determine how the superseded data were derived.
 EE2110
 EE2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7943104448(NAD 83)
 EE2110_MARKER: DD = SURVEY DISK
 EE2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2110
 EE2110  HISTORY     - Date     Condition        Report By
 EE2110  HISTORY     - 1972     MONUMENTED       GAHD
 EE2110
 EE2110                          STATION DESCRIPTION
 EE2110
 EE2110'DESCRIBED BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1972 (WRN)
 EE2110'THE STATION IS LOCATED 10.6 MILES NORTHEAST OF ROME, 2.7 MILES SOUTH
 EE2110'OF PLAINVILLE, AND 4.5 MILES WEST OF ADAIRSVILLE.
 EE2110'
 EE2110'TO REACH FROM THE COURTHOUSE IN CALHOUN, GO SOUTH ON STATE
 EE2110'ROUTE 53 FOR 11.85 MILES TO STATE ROUTE 140.  TURN LEFT AND GO EAST
 EE2110'ON STATE ROUTE 140 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 EE2110'
 EE2110'THE STATION IS A STANDARD DISK STAMPED 057-7-204 AND SET IN A
 EE2110'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  NO
 EE2110'UNDERGROUND MARK WAS SET.
 EE2110'
 EE2110'THE STATION IS LOCATED 50.2 FEET NORTH OF THE CENTERLINE OF STATE
 EE2110'ROUTE 140, 67.5 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINE
 EE2110'OF STATE ROUTE 140 AND A FIELD ROAD, 151.5 FEET NORTHWEST OF MILE
 EE2110'POST NUMBER 8, 19.0 FEET EAST OF A RIGHT-OF-WAY MARKER, AND 57.3
 EE2110'FEET SOUTHEAST OF ANOTHER RIGHT-OF-WAY MARKER.
 EE2110'
 EE2110'THE AZIMUTH MARK IS LOCATED 0.3 MILES WEST OF THE STATION ON
 EE2110'STATE ROUTE 140.  THE MARK IS A STANDARD DISK STAMPED 057-6 AZI
 EE2110'IS SET IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2110'MARK IS LOCATED 42.0 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 EE2110'140, 11.0 FEET NORTH OF A 24-INCH CEDAR TREE, AND 55.0 FEET
 EE2110'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF STATE ROUTE
 EE2110'140 AND A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2104 ***********************************************************************
 EE2104  DESIGNATION -  BV 057 205
 EE2104  PID         -  EE2104
 EE2104  STATE/COUNTY-  GA/FLOYD
 EE2104  USGS QUAD   -  SHANNON (1985)
 EE2104
 EE2104                         *CURRENT SURVEY CONTROL
 EE2104  ___________________________________________________________________
 EE2104* NAD 83(1994)-  34 22 04.53488(N)    085 03 23.03188(W)     ADJUSTED  
 EE2104* NAVD 88     -       202.6    (meters)     665.     (feet)  VERTCON   
 EE2104  ___________________________________________________________________
 EE2104  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EE2104  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EE2104
 EE2104  HORZ ORDER  -  SECOND
 EE2104
 EE2104.The horizontal coordinates were established by classical geodetic methods
 EE2104.and adjusted by the National Geodetic Survey in September 1997..
 EE2104
 EE2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2104
 EE2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2104
 EE2104.The geoid height was determined by GEOID03.
 EE2104
 EE2104;                    North         East     Units Scale Factor Converg.
 EE2104;SPC GA W     -   484,670.802   618,165.448   MT  0.99998252   -0 30 08.2
 EE2104;SPC GA W     - 1,590,124.12  2,028,097.81   sFT  0.99998252   -0 30 08.2
 EE2104;UTM  16      - 3,804,663.741   678,722.445   MT  0.99999374   +1 05 50.9
 EE2104
 EE2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2104!SPC GA W     -   0.99997278  x   0.99998252  =   0.99995530
 EE2104!UTM  16      -   0.99997278  x   0.99999374  =   0.99996652
 EE2104
 EE2104:                Primary Azimuth Mark                     Grid Az
 EE2104:SPC GA W     -  BV 057 205 AZ MK                         109 07 03.1
 EE2104:UTM  16      -  BV 057 205 AZ MK                         107 31 04.0
 EE2104
 EE2104|---------------------------------------------------------------------|
 EE2104| PID    Reference Object                     Distance      Geod. Az  |
 EE2104|                                                           dddmmss.s |
 EE2104| CG4965 BV 057 205 AZ MK                                   1083654.9 |
 EE2104|---------------------------------------------------------------------|
 EE2104
 EE2104                          SUPERSEDED SURVEY CONTROL
 EE2104
 EE2104  NAD 83(1994)-  34 22 04.53890(N)    085 03 23.03474(W) AD(       ) 2
 EE2104  NAD 83(1986)-  34 22 04.54022(N)    085 03 23.03371(W) AD(       ) 2
 EE2104  NAD 27      -  34 22 04.21391(N)    085 03 23.22426(W) AD(       ) 2
 EE2104  NGVD 29 (07/19/86)  202.6    (m)          665.     (f) VERT ANG       
 EE2104
 EE2104.Superseded values are not recommended for survey control.
 EE2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2104.See file dsdata.txt to determine how the superseded data were derived.
 EE2104
 EE2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7872204664(NAD 83)
 EE2104_MARKER: DD = SURVEY DISK
 EE2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2104+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EE2104
 EE2104  HISTORY     - Date     Condition        Report By
 EE2104  HISTORY     - 1972     MONUMENTED       GADT
 EE2104  HISTORY     - 20040816 GOOD             GADT
 EE2104
 EE2104                          STATION DESCRIPTION
 EE2104
 EE2104'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2104'THE STATION IS LOCATED 9.8 MILES NORTHEAST OF ROME, 6.9 MILES WEST
 EE2104'OF ADAIRSVILLE, AND 11.2 MILES SOUTHWEST OF CALHOUN.
 EE2104'
 EE2104'TO REACH THE STATION FROM THE COURTHOUSE IN CALHOUN, GO SOUTH ON
 EE2104'STATE ROUTE 53 FOR 11.85 MILES TO STATE ROUTE 140.  TURN RIGHT AND
 EE2104'GO WEST ON STATE ROUTE 140 FOR 0.3 MILE TO THE STATION.
 EE2104'
 EE2104'THE STATION IS A STANDARD DISK STAMPED 057-5-205, SET IN A
 EE2104'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  NO
 EE2104'UNDERGROUND MARK WAS SET.
 EE2104'
 EE2104'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE ROUTE 140, 79.8
 EE2104'FEET SOUTHEAST OF A POWER POLE, 2.3 FEET SOUTH OF A FENCE LINE,
 EE2104'48.0 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 140, AND 172.0
 EE2104'FEET NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF STATE
 EE2104'ROUTE 140 AND A COUNTY PAVED ROAD.
 EE2104'
 EE2104'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTHEAST OF THE STATION ON
 EE2104'THE SOUTH SIDE OF STATE ROUTE 140.  THE MARK IS LOCATED 42.0 FEET
 EE2104'SOUTH OF THE CENTERLINE OF STATE ROUTE 140, 11.0 FEET NORTH OF A
 EE2104'24 INCH CEDAR TREE, AND 55.0 FEET SOUTHWEST OF THE INTERSECTION
 EE2104'OF THE CENTERLINES OF STATE ROUTE 140 AND A FIELD ROAD.  IT IS A
 EE2104'STATE HIGHWAY DEPARTMENT OF GEORGIA SURVEYS AND AERIAL MAPPING
 EE2104'STANDARD DISK STAMPED 057-6, SET IN AN 8 INCH CYLINDRICAL
 EE2104'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EE2104
 EE2104                          STATION RECOVERY (2004)
 EE2104
 EE2104'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE2104'THE AZIMUTH MARK (BV 057-6) WAS LOCATED IN GOOD CONDITION AND IS
 EE2104'GROUND VISIBLE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2126 ***********************************************************************
 EE2126  CBN         -  This is a Cooperative Base Network Control Station.
 EE2126  PACS        -  This is a Primary Airport Control Station.
 EE2126  DESIGNATION -  BV 057 206
 EE2126  PID         -  EE2126
 EE2126  STATE/COUNTY-  GA/FLOYD
 EE2126  USGS QUAD   -  ROME NORTH (1985)
 EE2126
 EE2126                         *CURRENT SURVEY CONTROL
 EE2126  ___________________________________________________________________
 EE2126* NAD 83(1994)-  34 21 07.22180(N)    085 09 45.53705(W)     ADJUSTED  
 EE2126* NAVD 88     -       193.37   (meters)     634.4    (feet)  GPS OBS   
 EE2126  ___________________________________________________________________
 EE2126  X           -     444,528.705 (meters)                     COMP
 EE2126  Y           -  -5,252,683.695 (meters)                     COMP
 EE2126  Z           -   3,578,842.957 (meters)                     COMP
 EE2126  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EE2126  ELLIP HEIGHT-         164.24  (meters)          (08/29/05) GPS OBS
 EE2126  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE2126
 EE2126  HORZ ORDER  -  B
 EE2126  ELLP ORDER  -  FOURTH    CLASS I
 EE2126
 EE2126.This mark is at Richard B Russell Airport (RMG)
 EE2126
 EE2126.The horizontal coordinates were established by GPS observations
 EE2126.and adjusted by the National Geodetic Survey in March 1995..
 EE2126
 EE2126.The orthometric height was determined by GPS observations and a
 EE2126.high-resolution geoid model.
 EE2126
 EE2126.GPS derived orthometric heights for airport stations designated as
 EE2126.PACS or SACS are published to 2 decimal places.  This maintains
 EE2126.centimeter relative accuracy between the PACS and SACS.  It does
 EE2126.not indicate centimeter accuracy relative to other marks which are
 EE2126.part of the NAVD 88 network.
 EE2126
 EE2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2126
 EE2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2126
 EE2126.The ellipsoidal height was determined by GPS observations
 EE2126.and is referenced to NAD 83.
 EE2126
 EE2126.The geoid height was determined by GEOID03.
 EE2126
 EE2126;                    North         East     Units Scale Factor Converg.
 EE2126;SPC GA W     -   482,995.654   608,375.121   MT  1.00000345   -0 33 43.4
 EE2126;SPC GA W     - 1,584,628.24  1,995,977.38   sFT  1.00000345   -0 33 43.4
 EE2126;UTM  16      - 3,802,716.024   668,982.883   MT  0.99995199   +1 02 13.3
 EE2126
 EE2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2126!SPC GA W     -   0.99997422  x   1.00000345  =   0.99997767
 EE2126!UTM  16      -   0.99997422  x   0.99995199  =   0.99992621
 EE2126
 EE2126:                Primary Azimuth Mark                     Grid Az
 EE2126:SPC GA W     -  HERMITAGE LOT                            098 01 37.2
 EE2126:UTM  16      -  HERMITAGE LOT                            096 25 40.5
 EE2126
 EE2126|---------------------------------------------------------------------|
 EE2126| PID    Reference Object                     Distance      Geod. Az  |
 EE2126|                                                           dddmmss.s |
 EE2126| EE2114 HERMITAGE LOT                       APPROX.10.7 KM 0972753.8 |
 EE2126| EE0667 G 187                               405.772 METERS 1681800.9 |
 EE2126|---------------------------------------------------------------------|
 EE2126
 EE2126                          SUPERSEDED SURVEY CONTROL
 EE2126
 EE2126  ELLIP H (03/09/95)  164.30   (m)                       GP(       ) 1 1
 EE2126  NAD 83(1994)-  34 21 07.22395(N)    085 09 45.53883(W) AD(       ) 2
 EE2126  NAD 83(1986)-  34 21 07.22529(N)    085 09 45.53773(W) AD(       ) 2
 EE2126  NAD 27      -  34 21 06.89947(N)    085 09 45.71692(W) AD(       ) 2
 EE2126  NGVD 29 (03/09/95)  193.4    (m)          635.     (f) GPS OBS        
 EE2126
 EE2126.Superseded values are not recommended for survey control.
 EE2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2126.See file dsdata.txt to determine how the superseded data were derived.
 EE2126
 EE2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6898302716(NAD 83)
 EE2126_MARKER: DD = SURVEY DISK
 EE2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2126_STAMPING: BV 057-206
 EE2126_MARK LOGO: GADT  
 EE2126_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2126+STABILITY: SURFACE MOTION
 EE2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2126+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 EE2126
 EE2126  HISTORY     - Date     Condition        Report By
 EE2126  HISTORY     - 1972     MONUMENTED       GAHD
 EE2126  HISTORY     - 1978     GOOD             NGS
 EE2126  HISTORY     - 19800630 GOOD             NGS
 EE2126  HISTORY     - 19940407 GOOD             NGS
 EE2126  HISTORY     - 19980225 GOOD             NGS
 EE2126  HISTORY     - 20020824 GOOD             INDIV
 EE2126  HISTORY     - 20040622 GOOD             GAPC
 EE2126  HISTORY     - 20040816 GOOD             GADT
 EE2126  HISTORY     - 20051213 GOOD             GADT
 EE2126
 EE2126                          STATION DESCRIPTION
 EE2126
 EE2126'DESCRIBED BY GEORGIA HIGHWAY DEPARTMENT (NOW GADT) 1972 (WRN)
 EE2126'THE STATION IS LOCATED AT THE RICHARD RUSSELL AIRPORT, 7.4 MILES
 EE2126'NORTH OF ROME.
 EE2126'
 EE2126'TO REACH FROM THE INTERSECTION OF U.S. 27 AND COUNTY ROAD 204
 EE2126'(NORTH OF ROME), GO EAST ON COUNTY ROAD 204 FOR 0.6 MILES TO
 EE2126'THE STATION.
 EE2126'
 EE2126'THE STATION IS A STANDARD DISK STAMPED 057-206 AND SET IN A
 EE2126'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2126'UNDERGROUND MARK, STAMPED 057-206, WAS SET 0.86 METERS BELOW THE
 EE2126'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2126'
 EE2126'THE STATION IS LOCATED 2.85 FEET EAST OF A CURB, 81.3 FEET NORTH
 EE2126'OF A FLAG POLE, AND 130.0 FEET WEST OF THE NORTHWEST CORNER OF A
 EE2126'BRICK BUILDING.
 EE2126'
 EE2126'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SHANNON
 EE2126'HERMITAGE LOT WILL SERVE FOR AZIMUTH.
 EE2126
 EE2126                          STATION RECOVERY (1978)
 EE2126
 EE2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 EE2126'RECOVERED AS DESCRIBED.
 EE2126'
 EE2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2126'ABOUT 7.4 MILES NORTH OF ROME, GEORGIA.
 EE2126
 EE2126                          STATION RECOVERY (1980)
 EE2126
 EE2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EE2126'THE STATION IS LOCATED AT THE RICHARD B RUSSELL AIRPORT NEAR THE
 EE2126'CIRCULAR DRIVE OF THE AIRPORT TERMINAL.  THE STATION IS LOCATED 2.85
 EE2126'FT (0.87 M) EAST OF A CURB, 81.3 FT (24.8 M) NORTH OF A FLAG POLE, AND
 EE2126'130.0 FT (39.6 M) WEST OF THE NORTHWEST CORNER OF A BRICK TERMINAL
 EE2126'BUILDING.  THE STATION IS A STANDARD GEORGIA DEPARTMENT OF HIGHWAYS
 EE2126'DISK STAMPED BV 057-206 AND SET IN A 10 INCH CYLINDRICAL CONCRETE POST
 EE2126'FLUSH WITH THE GROUND.
 EE2126
 EE2126                          STATION RECOVERY (1994)
 EE2126
 EE2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 EE2126'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF ROME, AT THE
 EE2126'RICHARD RUSSELL AIRPORT TERMINAL. OWNERSHIP--RICHARD B. RUSSELL
 EE2126'AIRPORT, 304 RUSSELL FIELD ROAD, N.E. ROME GEORGIA 30165.  PHONE
 EE2126'706-295-7835. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 EE2126'27 AND STATE ROUTE 1 LOOP IN NORTH ROME, GO NORTH ON US 27 FOR 5.1 MI
 EE2126'(8.2 KM) TO RUSSELL FIELD ROAD (COUNTY ROAD 204) ON RIGHT. TURN RIGHT
 EE2126'AND GO EAST ON RUSSELL FIELD ROAD FOR 0.6 MILES (1.0 KM) TO THE MARK
 EE2126'ON THE LEFT AT CORNER OF CURB JUST BEFORE CIRCULAR DRIVE IN FRONT OF
 EE2126'TERMINAL. THE STATION IS FLUSH WITH GROUND, 25.0 M (82.0 FT) NORTHWEST
 EE2126'FROM A FLAGPOLE, 2.7 M (8.9 FT) SOUTHWEST FROM EAST-MOST FENCE POST,
 EE2126'2.0 M (6.6 FT) SOUTH FROM A FENCELINE, 0.7 M (2.3 FT) EAST OF WITNESS
 EE2126'POST AND EAST CURB LINE EXTENDED, 0.3 M (1.0 FT) NORTH OF NORTH CURB
 EE2126'LINE EXTENDED.
 EE2126
 EE2126                          STATION RECOVERY (1998)
 EE2126
 EE2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 EE2126'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER IS NOW MIKE MATTHEWS, C/O
 EE2126'RICHARD B.  RUSSELL AIRPORT, 304 RUSSELL FIELD ROAD, N.E.  ROME
 EE2126'GEORGIA 30165.  PHONE 706-295-7835.
 EE2126
 EE2126                          STATION RECOVERY (2002)
 EE2126
 EE2126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JM)
 EE2126'RECOVERED IN GOOD CONDITION.
 EE2126
 EE2126                          STATION RECOVERY (2004)
 EE2126
 EE2126'RECOVERY NOTE BY GEORGIA POWER COMPANY 2004 (JC)
 EE2126'RECOVERED AS DESCRIBED.
 EE2126
 EE2126                          STATION RECOVERY (2004)
 EE2126
 EE2126'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE2126'RECOVERED IN GOOD CONDITION.
 EE2126
 EE2126                          STATION RECOVERY (2005)
 EE2126
 EE2126'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2146 ***********************************************************************
 EE2146  DESIGNATION -  BV 057 207
 EE2146  PID         -  EE2146
 EE2146  STATE/COUNTY-  GA/FLOYD
 EE2146  USGS QUAD   -  ARMUCHEE (1968)
 EE2146
 EE2146                         *CURRENT SURVEY CONTROL
 EE2146  ___________________________________________________________________
 EE2146* NAD 83(1994)-  34 24 33.64538(N)    085 13 35.25556(W)     ADJUSTED  
 EE2146* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 EE2146  ___________________________________________________________________
 EE2146  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 EE2146  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EE2146
 EE2146  HORZ ORDER  -  SECOND
 EE2146
 EE2146.The horizontal coordinates were established by classical geodetic methods
 EE2146.and adjusted by the National Geodetic Survey in September 1997..
 EE2146
 EE2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2146
 EE2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2146
 EE2146.The geoid height was determined by GEOID03.
 EE2146
 EE2146;                    North         East     Units Scale Factor Converg.
 EE2146;SPC GA W     -   489,415.521   602,571.094   MT  1.00001697   -0 35 56.2
 EE2146;SPC GA W     - 1,605,690.76  1,976,935.33   sFT  1.00001697   -0 35 56.2
 EE2146;UTM  16      - 3,808,970.866   663,002.263   MT  0.99992751   +1 00 08.8
 EE2146
 EE2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2146!SPC GA W     -   0.99997304  x   1.00001697  =   0.99999001
 EE2146!UTM  16      -   0.99997304  x   0.99992751  =   0.99990055
 EE2146
 EE2146:                Primary Azimuth Mark                     Grid Az
 EE2146:SPC GA W     -  BV 057 207 AZ MK                         318 27 36.5
 EE2146:UTM  16      -  BV 057 207 AZ MK                         316 51 31.5
 EE2146
 EE2146|---------------------------------------------------------------------|
 EE2146| PID    Reference Object                     Distance      Geod. Az  |
 EE2146|                                                           dddmmss.s |
 EE2146| CG4966 BV 057 207 AZ MK                                   3175140.3 |
 EE2146|---------------------------------------------------------------------|
 EE2146
 EE2146                          SUPERSEDED SURVEY CONTROL
 EE2146
 EE2146  NAD 83(1994)-  34 24 33.64907(N)    085 13 35.25886(W) AD(       ) 2
 EE2146  NAD 83(1986)-  34 24 33.65043(N)    085 13 35.25776(W) AD(       ) 2
 EE2146  NAD 27      -  34 24 33.33053(N)    085 13 35.42898(W) AD(       ) 2
 EE2146  NGVD 29 (07/19/86)  200.8    (m)          659.     (f) VERT ANG       
 EE2146
 EE2146.Superseded values are not recommended for survey control.
 EE2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2146.See file dsdata.txt to determine how the superseded data were derived.
 EE2146
 EE2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6300208971(NAD 83)
 EE2146_MARKER: DD = SURVEY DISK
 EE2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2146
 EE2146  HISTORY     - Date     Condition        Report By
 EE2146  HISTORY     - 1972     MONUMENTED       GADT
 EE2146
 EE2146                          STATION DESCRIPTION
 EE2146
 EE2146'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2146'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH OF ROME AND 3.2
 EE2146'MILES NORTHWEST OF THE INTERSECTION OF STATE ROUTE 140 AND U.S. 27.
 EE2146'
 EE2146'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2146'ROUTE 140, ABOUT 9 MILES NORTH OF ROME, GO NORTH ON U.S. 27 FOR
 EE2146'2.9 MILES TO COUNTY ROAD 204 ON THE LEFT.  TURN LEFT AND GO WEST
 EE2146'ON COUNTY ROAD 204 FOR 0.60 MILE TO THE STATION ON THE RIGHT,
 EE2146'LOCATED IN THE EDGE OF A FIELD.
 EE2146'
 EE2146'THE STATION IS A STANDARD DISK STAMPED 057-207, SET IN A 10 INCH
 EE2146'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2146'UNDERGROUND MARK, STAMPED 057-207, WAS SET 0.74 METER BELOW THE
 EE2146'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2146'
 EE2146'THE STATION IS LOCATED 27.9 FEET NORTHEAST OF THE CENTERLINE OF
 EE2146'COUNTY ROAD 204, 182.6 FEET EAST OF A POWER POLE, AND 157.9 FEET
 EE2146'NORTH OF A 22 INCH CEDAR TREE.
 EE2146'
 EE2146'THE AZIMUTH MARK IS LOCATED 0.4 MILE NORTH-NORTHWEST OF THE
 EE2146'STATION ON COUNTY ROAD 204.  THE MARK IS A STANDARD DISK STAMPED
 EE2146'AZI, SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE2146'GROUND.  IT IS 1.3 FEET NORTHEAST OF A FENCE AND 21.4 FEET
 EE2146'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 204.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2142 ***********************************************************************
 EE2142  DESIGNATION -  BV 057 209
 EE2142  PID         -  EE2142
 EE2142  STATE/COUNTY-  GA/FLOYD
 EE2142  USGS QUAD   -  ARMUCHEE (1968)
 EE2142
 EE2142                         *CURRENT SURVEY CONTROL
 EE2142  ___________________________________________________________________
 EE2142* NAD 83(1994)-  34 23 07.93140(N)    085 09 54.78914(W)     ADJUSTED  
 EE2142* NAVD 88     -       199.4    (meters)     654.     (feet)  VERTCON   
 EE2142  ___________________________________________________________________
 EE2142  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EE2142  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 EE2142
 EE2142  HORZ ORDER  -  SECOND
 EE2142
 EE2142.The horizontal coordinates were established by classical geodetic methods
 EE2142.and adjusted by the National Geodetic Survey in September 1997..
 EE2142
 EE2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2142
 EE2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2142
 EE2142.The geoid height was determined by GEOID03.
 EE2142
 EE2142;                    North         East     Units Scale Factor Converg.
 EE2142;SPC GA W     -   486,717.312   608,175.280   MT  1.00000390   -0 33 50.3
 EE2142;SPC GA W     - 1,596,838.38  1,995,321.73   sFT  1.00000390   -0 33 50.3
 EE2142;UTM  16      - 3,806,430.458   668,679.238   MT  0.99995072   +1 02 11.2
 EE2142
 EE2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2142!SPC GA W     -   0.99997327  x   1.00000390  =   0.99997717
 EE2142!UTM  16      -   0.99997327  x   0.99995072  =   0.99992399
 EE2142
 EE2142:                Primary Azimuth Mark                     Grid Az
 EE2142:SPC GA W     -  BV 057 209 AZ MK                         105 53 51.9
 EE2142:UTM  16      -  BV 057 209 AZ MK                         104 17 50.4
 EE2142
 EE2142|---------------------------------------------------------------------|
 EE2142| PID    Reference Object                     Distance      Geod. Az  |
 EE2142|                                                           dddmmss.s |
 EE2142| CG4967 BV 057 209 AZ MK                                   1052001.6 |
 EE2142|---------------------------------------------------------------------|
 EE2142
 EE2142                          SUPERSEDED SURVEY CONTROL
 EE2142
 EE2142  NAD 83(1994)-  34 23 07.93513(N)    085 09 54.79210(W) AD(       ) 2
 EE2142  NAD 83(1986)-  34 23 07.93646(N)    085 09 54.79098(W) AD(       ) 2
 EE2142  NAD 27      -  34 23 07.61365(N)    085 09 54.96936(W) AD(       ) 2
 EE2142  NGVD 29 (07/19/86)  199.4    (m)          654.     (f) VERT ANG       
 EE2142
 EE2142.Superseded values are not recommended for survey control.
 EE2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2142.See file dsdata.txt to determine how the superseded data were derived.
 EE2142
 EE2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6867906430(NAD 83)
 EE2142_MARKER: DD = SURVEY DISK
 EE2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2142
 EE2142  HISTORY     - Date     Condition        Report By
 EE2142  HISTORY     - 1972     MONUMENTED       GADT
 EE2142
 EE2142                          STATION DESCRIPTION
 EE2142
 EE2142'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2142'THE STATION IS LOCATED 9.1 MILES NORTH OF ROME, 6.7 MILES WEST OF
 EE2142'THE INTERSECTION OF STATE ROUTES 53 AND 140, AND 14.6 MILES
 EE2142'SOUTHWEST OF CALHOUN.
 EE2142'
 EE2142'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2142'ROUTE 140, ABOUT 9 MILES NORTH OF ROME, GO EAST ON STATE ROUTE
 EE2142'140 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 EE2142'
 EE2142'THE STATION IS A STANDARD DISK STAMPED 057-209, SET IN A 10 INCH
 EE2142'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2142'MARK IS A STANDARD DISK STAMPED 057-209, SET IN AN IRREGULAR MASS
 EE2142'OF CONCRETE 0.76 METER BELOW THE STATION.  IT IS LOCATED 40.0
 EE2142'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 140, 232.0 FEET
 EE2142'NORTHWEST OF A POWER POLE, AND 269.5 FEET WEST OF ANOTHER POWER
 EE2142'POLE.
 EE2142'
 EE2142'THE AZIMUTH MARK IS LOCATED 0.3 MILE EAST OF THE STATION ON
 EE2142'STATE ROUTE 140.  IT IS 3.8 FEET NORTH OF A FENCE, 35.6 FEET
 EE2142'SOUTH OF THE CENTERLINE OF STATE ROUTE 140, AND 97.4 FEET SOUTHWEST
 EE2142'OF THE INTERSECTION OF THE CENTERLINES OF A DRIVEWAY AND STATE
 EE2142'ROUTE 140.  THE MARK IS A STANDARD DISK STAMPED AZI, SET IN A 10
 EE2142'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 EE2142'
 EE2142'THE STATION IS LOCATED 1.21 METERS NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2100 ***********************************************************************
 EE2100  DESIGNATION -  BV 057 210 GAHD 1972
 EE2100  PID         -  EE2100
 EE2100  STATE/COUNTY-  GA/FLOYD
 EE2100  USGS QUAD   -  PLAINVILLE (1985)
 EE2100
 EE2100                         *CURRENT SURVEY CONTROL
 EE2100  ___________________________________________________________________
 EE2100* NAD 83(1994)-  34 26 02.68188(N)    085 06 32.26164(W)     ADJUSTED  
 EE2100* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 EE2100  ___________________________________________________________________
 EE2100  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 EE2100  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE2100
 EE2100  HORZ ORDER  -  SECOND
 EE2100
 EE2100.The horizontal coordinates were established by classical geodetic methods
 EE2100.and adjusted by the National Geodetic Survey in September 1997..
 EE2100
 EE2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2100
 EE2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2100
 EE2100.The geoid height was determined by GEOID03.
 EE2100
 EE2100;                    North         East     Units Scale Factor Converg.
 EE2100;SPC GA W     -   492,052.280   613,398.833   MT  0.99999241   -0 31 58.3
 EE2100;SPC GA W     - 1,614,341.52  2,012,459.34   sFT  0.99999241   -0 31 58.3
 EE2100;UTM  16      - 3,811,909.122   673,751.469   MT  0.99997213   +1 04 10.5
 EE2100
 EE2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2100!SPC GA W     -   0.99997457  x   0.99999241  =   0.99996698
 EE2100!UTM  16      -   0.99997457  x   0.99997213  =   0.99994670
 EE2100
 EE2100:                Primary Azimuth Mark                     Grid Az
 EE2100:SPC GA W     -  BV 057 202 GAHD 1972                     318 43 31.7
 EE2100:UTM  16      -  BV 057 202 GAHD 1972                     317 07 22.9
 EE2100
 EE2100|---------------------------------------------------------------------|
 EE2100| PID    Reference Object                     Distance      Geod. Az  |
 EE2100|                                                           dddmmss.s |
 EE2100| EE2145 BV 057 202 GAHD 1972                APPROX. 7.1 KM 3181133.4 |
 EE2100|---------------------------------------------------------------------|
 EE2100
 EE2100                          SUPERSEDED SURVEY CONTROL
 EE2100
 EE2100  NAD 83(1994)-  34 26 02.68606(N)    085 06 32.26508(W) AD(       ) 2
 EE2100  NAD 83(1986)-  34 26 02.68739(N)    085 06 32.26399(W) AD(       ) 2
 EE2100  NAD 27      -  34 26 02.36925(N)    085 06 32.44721(W) AD(       ) 2
 EE2100  NGVD 29 (07/19/86)  191.2    (m)          627.     (f) VERT ANG       
 EE2100
 EE2100.Superseded values are not recommended for survey control.
 EE2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2100.See file dsdata.txt to determine how the superseded data were derived.
 EE2100
 EE2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7375111909(NAD 83)
 EE2100_MARKER: DD = SURVEY DISK
 EE2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2100+STABILITY: SURFACE MOTION
 EE2100
 EE2100  HISTORY     - Date     Condition        Report By
 EE2100  HISTORY     - 1972     MONUMENTED       GADT
 EE2100
 EE2100                          STATION DESCRIPTION
 EE2100
 EE2100'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2100'THE STATION IS LOCATED 12.5 MILES NORTH OF ROME, 11.0 MILES WEST
 EE2100'OF ADAIRSVILLE, AND 10.0 MILES SOUTHWEST OF CALHOUN ON THE
 EE2100'PROPERTY OF MRS. RUTH LYNCH.
 EE2100'
 EE2100'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 143
 EE2100'AND 156 IN CALHOUN, GO WEST ON STATE ROUTE 156 FOR 12.1 MILES TO
 EE2100'COUNTY ROAD 91364 ON THE LEFT, AT THE COMMUNITY OF ROSEDALE.  TURN
 EE2100'LEFT AND GO SOUTH ON COUNTY ROAD 91364 FOR 0.3 MILE TO THE
 EE2100'STATION ON THE LEFT.  THE STATION IS LOCATED IN THE NORTHWEST
 EE2100'CORNER OF A YARD.
 EE2100'
 EE2100'THE STATION IS A STANDARD DISK STAMPED 057-210, SET IN A 10 INCH
 EE2100'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2100'MARK IS A STANDARD DISK STAMPED 057-210, SET IN AN IRREGULAR MASS
 EE2100'OF CONCRETE 0.80 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 EE2100'LOCATED 14.6 FEET SOUTHWEST OF A 12 INCH OAK TREE, 20.8 FEET
 EE2100'NORTHEAST OF A 22 INCH OAK TREE, 44.3 FEET NORTHWEST OF A 15
 EE2100'INCH OAK TREE, AND 51.3 FEET EAST OF THE CENTERLINE OF COUNTY
 EE2100'ROAD 91364.
 EE2100'
 EE2100'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  B V 057 202
 EE2100'(GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2105 ***********************************************************************
 EE2105  DESIGNATION -  BV 057 211 GAHD 1972
 EE2105  PID         -  EE2105
 EE2105  STATE/COUNTY-  GA/FLOYD
 EE2105  USGS QUAD   -  SHANNON (1985)
 EE2105
 EE2105                         *CURRENT SURVEY CONTROL
 EE2105  ___________________________________________________________________
 EE2105* NAD 83(1994)-  34 22 19.10732(N)    085 05 55.53311(W)     ADJUSTED  
 EE2105* NAVD 88     -       216.0    (meters)     709.     (feet)  VERTCON   
 EE2105  ___________________________________________________________________
 EE2105  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EE2105  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 EE2105
 EE2105  HORZ ORDER  -  SECOND
 EE2105
 EE2105.The horizontal coordinates were established by classical geodetic methods
 EE2105.and adjusted by the National Geodetic Survey in September 1997..
 EE2105
 EE2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2105
 EE2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2105
 EE2105.The geoid height was determined by GEOID03.
 EE2105
 EE2105;                    North         East     Units Scale Factor Converg.
 EE2105;SPC GA W     -   485,154.781   614,273.181   MT  0.99999056   -0 31 34.5
 EE2105;SPC GA W     - 1,591,711.98  2,015,327.93   sFT  0.99999056   -0 31 34.5
 EE2105;UTM  16      - 3,805,038.864   674,818.189   MT  0.99997672   +1 04 25.1
 EE2105
 EE2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2105!SPC GA W     -   0.99997068  x   0.99999056  =   0.99996124
 EE2105!UTM  16      -   0.99997068  x   0.99997672  =   0.99994740
 EE2105
 EE2105:                Primary Azimuth Mark                     Grid Az
 EE2105:SPC GA W     -  HERMITAGE LOT                            127 48 48.5
 EE2105:UTM  16      -  HERMITAGE LOT                            126 12 48.9
 EE2105
 EE2105|---------------------------------------------------------------------|
 EE2105| PID    Reference Object                     Distance      Geod. Az  |
 EE2105|                                                           dddmmss.s |
 EE2105| EE2114 HERMITAGE LOT                       APPROX. 6.0 KM 1271714.0 |
 EE2105|---------------------------------------------------------------------|
 EE2105
 EE2105                          SUPERSEDED SURVEY CONTROL
 EE2105
 EE2105  NAD 83(1994)-  34 22 19.11121(N)    085 05 55.53585(W) AD(       ) 2
 EE2105  NAD 83(1986)-  34 22 19.11254(N)    085 05 55.53479(W) AD(       ) 2
 EE2105  NAD 27      -  34 22 18.78731(N)    085 05 55.72037(W) AD(       ) 2
 EE2105  NGVD 29 (07/19/86)  216.0    (m)          709.     (f) VERT ANG       
 EE2105
 EE2105.Superseded values are not recommended for survey control.
 EE2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2105.See file dsdata.txt to determine how the superseded data were derived.
 EE2105
 EE2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7481805039(NAD 83)
 EE2105_MARKER: DD = SURVEY DISK
 EE2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2105+STABILITY: SURFACE MOTION
 EE2105
 EE2105  HISTORY     - Date     Condition        Report By
 EE2105  HISTORY     - 1972     MONUMENTED       GADT
 EE2105
 EE2105                          STATION DESCRIPTION
 EE2105
 EE2105'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2105'THE STATION IS LOCATED 12.4 MILES SOUTHWEST OF CALHOUN, 9.5 MILES
 EE2105'WEST OF ADAIRSVILLE, AND 8.7 MILES NORTHEAST OF ROME.
 EE2105'
 EE2105'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2105'ROUTE 140, ABOUT 9 MILES NORTH OF ROME, GO EAST ON STATE ROUTE
 EE2105'140 FOR 4.7 MILES TO THE STATION ON THE RIGHT.
 EE2105'
 EE2105'THE STATION IS A STANDARD DISK STAMPED 057-211, SET IN A 10
 EE2105'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2105'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-211, SET IN AN
 EE2105'IRREGULAR MASS OF CONCRETE 0.79 METER BELOW THE STATION.  IT IS
 EE2105'LOCATED 41.0 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 140,
 EE2105'16.9 FEET NORTH OF A POWER POLE, AND 57.7 FEET WEST OF A 24 INCH
 EE2105'OAK TREE.
 EE2105'
 EE2105'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SHANNON
 EE2105'HERMITAGE LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2111 ***********************************************************************
 EE2111  DESIGNATION -  BV 057 212 GAHD 1972
 EE2111  PID         -  EE2111
 EE2111  STATE/COUNTY-  GA/FLOYD
 EE2111  USGS QUAD   -  SHANNON (1985)
 EE2111
 EE2111                         *CURRENT SURVEY CONTROL
 EE2111  ___________________________________________________________________
 EE2111* NAD 83(1994)-  34 17 51.47616(N)    085 02 26.69360(W)     ADJUSTED  
 EE2111* NAVD 88     -       265.2    (meters)     870.     (feet)  VERTCON   
 EE2111  ___________________________________________________________________
 EE2111  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EE2111  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 EE2111
 EE2111  HORZ ORDER  -  SECOND
 EE2111
 EE2111.The horizontal coordinates were established by classical geodetic methods
 EE2111.and adjusted by the National Geodetic Survey in September 1997..
 EE2111
 EE2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2111
 EE2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2111
 EE2111.The geoid height was determined by GEOID03.
 EE2111
 EE2111;                    North         East     Units Scale Factor Converg.
 EE2111;SPC GA W     -   476,861.129   619,537.788   MT  0.99997978   -0 29 33.2
 EE2111;SPC GA W     - 1,564,501.89  2,032,600.23   sFT  0.99997978   -0 29 33.2
 EE2111;UTM  16      - 3,796,895.260   680,312.106   MT  1.00000078   +1 06 15.6
 EE2111
 EE2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2111!SPC GA W     -   0.99996295  x   0.99997978  =   0.99994273
 EE2111!UTM  16      -   0.99996295  x   1.00000078  =   0.99996373
 EE2111
 EE2111:                Primary Azimuth Mark                     Grid Az
 EE2111:SPC GA W     -  MIZPAH                                   185 37 26.6
 EE2111:UTM  16      -  MIZPAH                                   184 01 37.8
 EE2111
 EE2111|---------------------------------------------------------------------|
 EE2111| PID    Reference Object                     Distance      Geod. Az  |
 EE2111|                                                           dddmmss.s |
 EE2111| EE2109 MIZPAH                              APPROX. 4.9 KM 1850753.4 |
 EE2111| EE2103 SHANNON ATT MICROWAVE               APPROX. 4.6 KM 3494259.3 |
 EE2111|---------------------------------------------------------------------|
 EE2111
 EE2111                          SUPERSEDED SURVEY CONTROL
 EE2111
 EE2111  NAD 83(1994)-  34 17 51.48013(N)    085 02 26.69602(W) AD(       ) 2
 EE2111  NAD 83(1986)-  34 17 51.48161(N)    085 02 26.69486(W) AD(       ) 2
 EE2111  NAD 27      -  34 17 51.14723(N)    085 02 26.88767(W) AD(       ) 2
 EE2111  NGVD 29 (07/19/86)  265.2    (m)          870.     (f) VERT ANG       
 EE2111
 EE2111.Superseded values are not recommended for survey control.
 EE2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2111.See file dsdata.txt to determine how the superseded data were derived.
 EE2111
 EE2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8031296895(NAD 83)
 EE2111_MARKER: DD = SURVEY DISK
 EE2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2111+STABILITY: SURFACE MOTION
 EE2111
 EE2111  HISTORY     - Date     Condition        Report By
 EE2111  HISTORY     - 1972     MONUMENTED       GADT
 EE2111
 EE2111                          STATION DESCRIPTION
 EE2111
 EE2111'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2111'THE STATION IS LOCATED 7.4 MILES EAST OF ROME, 11.1 MILES
 EE2111'SOUTHWEST OF ADAIRSVILLE, AND 11.9 MILES NORTHWEST OF EUHARLEE.
 EE2111'
 EE2111'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140
 EE2111'AND 53, ABOUT 6.5 MILES WEST OF ADAIRSVILLE, GO WEST ON STATE
 EE2111'ROUTE 53 FOR 3.7 MILES TO COUNTY ROAD 146 ON THE LEFT.  TURN
 EE2111'LEFT AND GO SOUTH ON COUNTY ROAD 146 (HERITAGE ROAD) FOR 4.1
 EE2111'MILES TO THE STATION ON THE RIGHT.
 EE2111'
 EE2111'THE STATION IS A STANDARD DISK STAMPED 057-212, SET IN A 10 INCH
 EE2111'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2111'MARK IS A STANDARD DISK STAMPED 057-212, SET IN AN IRREGULAR MASS
 EE2111'OF CONCRETE 0.89 METER BELOW THE STATION.  IT IS LOCATED 41.8
 EE2111'FEET NORTH OF A WITNESS POST, 8.8 FEET NORTH OF A 10 INCH CEDAR
 EE2111'TREE, 20.8 FEET SOUTHWEST OF A 24 INCH OAK TREE, AND 43.9 FEET
 EE2111'SOUTH OF AN 8 INCH CEDAR TREE.
 EE2111'
 EE2111'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SHANNON
 EE2111'AT AND T MICROWAVE WILL SERVE FOR AZIMUTH.  A POSITIVE
 EE2111'IDENTIFICATION OF THE CENTER OF THE MICROWAVE TOWER COULD NOT BE
 EE2111'ESTABLISHED.  THE AZIMUTH OBSERVED IS THE INTERSECTION OF THE
 EE2111'CROSS BRACES OF THE TOP SECTION OF THE TOWER AS VIEWED FROM THE
 EE2111'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2113 ***********************************************************************
 EE2113  DESIGNATION -  BV 057 213 GAHD 1972
 EE2113  PID         -  EE2113
 EE2113  STATE/COUNTY-  GA/FLOYD
 EE2113  USGS QUAD   -  SHANNON (1985)
 EE2113
 EE2113                         *CURRENT SURVEY CONTROL
 EE2113  ___________________________________________________________________
 EE2113* NAD 83(1994)-  34 15 04.54861(N)    085 04 12.91088(W)     ADJUSTED  
 EE2113* NAVD 88     -       225.7    (meters)     740.     (feet)  VERTCON   
 EE2113  ___________________________________________________________________
 EE2113  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EE2113  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 EE2113
 EE2113  HORZ ORDER  -  SECOND
 EE2113
 EE2113.The horizontal coordinates were established by classical geodetic methods
 EE2113.and adjusted by the National Geodetic Survey in September 1997..
 EE2113
 EE2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2113
 EE2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2113
 EE2113.The geoid height was determined by GEOID03.
 EE2113
 EE2113;                    North         East     Units Scale Factor Converg.
 EE2113;SPC GA W     -   471,741.588   616,776.005   MT  0.99998535   -0 30 30.9
 EE2113;SPC GA W     - 1,547,705.53  2,023,539.28   sFT  0.99998535   -0 30 30.9
 EE2113;UTM  16      - 3,791,700.722   677,693.945   MT  0.99998923   +1 05 11.0
 EE2113
 EE2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2113!SPC GA W     -   0.99996914  x   0.99998535  =   0.99995450
 EE2113!UTM  16      -   0.99996914  x   0.99998923  =   0.99995838
 EE2113
 EE2113:                Primary Azimuth Mark                     Grid Az
 EE2113:SPC GA W     -  VORTAC ROME RMG                          205 14 44.3
 EE2113:UTM  16      -  VORTAC ROME RMG                          203 39 02.4
 EE2113
 EE2113|---------------------------------------------------------------------|
 EE2113| PID    Reference Object                     Distance      Geod. Az  |
 EE2113|                                                           dddmmss.s |
 EE2113| EE2148 VORTAC ROME RMG                     APPROX.10.8 KM 2044413.4 |
 EE2113|---------------------------------------------------------------------|
 EE2113
 EE2113                          SUPERSEDED SURVEY CONTROL
 EE2113
 EE2113  NAD 83(1994)-  34 15 04.55247(N)    085 04 12.91306(W) AD(       ) 2
 EE2113  NAD 83(1986)-  34 15 04.55395(N)    085 04 12.91187(W) AD(       ) 2
 EE2113  NAD 27      -  34 15 04.21573(N)    085 04 13.10238(W) AD(       ) 2
 EE2113  NGVD 29 (07/19/86)  225.7    (m)          740.     (f) VERT ANG       
 EE2113
 EE2113.Superseded values are not recommended for survey control.
 EE2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2113.See file dsdata.txt to determine how the superseded data were derived.
 EE2113
 EE2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7769491701(NAD 83)
 EE2113_MARKER: DD = SURVEY DISK
 EE2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2113+STABILITY: SURFACE MOTION
 EE2113
 EE2113  HISTORY     - Date     Condition        Report By
 EE2113  HISTORY     - 1972     MONUMENTED       GADT
 EE2113
 EE2113                          STATION DESCRIPTION
 EE2113
 EE2113'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2113'THE STATION IS LOCATED 5.5 MILES EAST OF ROME, 11.3 MILES
 EE2113'SOUTHWEST OF ADAIRSVILLE, AND 10.8 MILES NORTHWEST OF EUHARLEE
 EE2113'ON THE PROPERTY OF MR. CRADDOCK.
 EE2113'
 EE2113'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 20
 EE2113'AND THE MAIN STREET IN KINGSTON, GO WEST ON STATE ROUTE 20 FOR
 EE2113'8.2 MILES TO SHROUL ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST
 EE2113'ON SHROUL ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 EE2113'
 EE2113'THE STATION IS A STANDARD DISK STAMPED 057-213, SET IN A 10 INCH
 EE2113'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2113'MARK IS A STANDARD DISK STAMPED 057-213, SET IN AN IRREGULAR
 EE2113'MASS OF CONCRETE 0.74 METER BELOW THE STATION.  IT IS LOCATED
 EE2113'19.5 FEET EAST OF THE CENTERLINE OF SHROUL ROAD, 6.4 FEET SOUTH
 EE2113'OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 32.4 FEET SOUTHEAST OF
 EE2113'THE INTERSECTION OF THE CENTERLINES OF THE DRIVEWAY AND SHROUL
 EE2113'ROAD, AND 3.7 FEET WEST OF A WITNESS POST.
 EE2113'
 EE2113'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  ROME
 EE2113'FAA VOR RMG WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2107 ***********************************************************************
 EE2107  DESIGNATION -  BV 057 214 GAHD 1972
 EE2107  PID         -  EE2107
 EE2107  STATE/COUNTY-  GA/FLOYD
 EE2107  USGS QUAD   -  SHANNON (1985)
 EE2107
 EE2107                         *CURRENT SURVEY CONTROL
 EE2107  ___________________________________________________________________
 EE2107* NAD 83(1994)-  34 19 34.34801(N)    085 05 38.64113(W)     ADJUSTED  
 EE2107* NAVD 88     -       199.1    (meters)     653.     (feet)  VERTCON   
 EE2107  ___________________________________________________________________
 EE2107  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EE2107  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE2107
 EE2107  HORZ ORDER  -  SECOND
 EE2107
 EE2107.The horizontal coordinates were established by classical geodetic methods
 EE2107.and adjusted by the National Geodetic Survey in September 1997..
 EE2107
 EE2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2107
 EE2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2107
 EE2107.The geoid height was determined by GEOID03.
 EE2107
 EE2107;                    North         East     Units Scale Factor Converg.
 EE2107;SPC GA W     -   480,074.275   614,658.383   MT  0.99998975   -0 31 22.8
 EE2107;SPC GA W     - 1,575,043.68  2,016,591.71   sFT  0.99998975   -0 31 22.8
 EE2107;UTM  16      - 3,799,971.148   675,344.998   MT  0.99997900   +1 04 30.1
 EE2107
 EE2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2107!SPC GA W     -   0.99997332  x   0.99998975  =   0.99996307
 EE2107!UTM  16      -   0.99997332  x   0.99997900  =   0.99995232
 EE2107
 EE2107:                Primary Azimuth Mark                     Grid Az
 EE2107:SPC GA W     -  SHANNON ATT MICROWAVE                    071 59 02.1
 EE2107:UTM  16      -  SHANNON ATT MICROWAVE                    070 23 09.2
 EE2107
 EE2107|---------------------------------------------------------------------|
 EE2107| PID    Reference Object                     Distance      Geod. Az  |
 EE2107|                                                           dddmmss.s |
 EE2107| EE2103 SHANNON ATT MICROWAVE               APPROX. 4.3 KM 0712739.3 |
 EE2107|---------------------------------------------------------------------|
 EE2107
 EE2107                          SUPERSEDED SURVEY CONTROL
 EE2107
 EE2107  NAD 83(1994)-  34 19 34.35183(N)    085 05 38.64373(W) AD(       ) 2
 EE2107  NAD 83(1986)-  34 19 34.35321(N)    085 05 38.64262(W) AD(       ) 2
 EE2107  NAD 27      -  34 19 34.02263(N)    085 05 38.82960(W) AD(       ) 2
 EE2107  NGVD 29 (07/19/86)  199.1    (m)          653.     (f) VERT ANG       
 EE2107
 EE2107.Superseded values are not recommended for survey control.
 EE2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2107.See file dsdata.txt to determine how the superseded data were derived.
 EE2107
 EE2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7534599971(NAD 83)
 EE2107_MARKER: DD = SURVEY DISK
 EE2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2107+STABILITY: SURFACE MOTION
 EE2107
 EE2107  HISTORY     - Date     Condition        Report By
 EE2107  HISTORY     - 1972     MONUMENTED       GADT
 EE2107
 EE2107                          STATION DESCRIPTION
 EE2107
 EE2107'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2107'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF ROME, 6.3 MILES
 EE2107'SOUTHWEST OF PLAINVILLE, AND 10.0 MILES NORTHWEST OF KINGSTON.
 EE2107'
 EE2107'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 140
 EE2107'AND 53, ABOUT 6.5 MILES WEST OF ADAIRSVILLE, GO SOUTH ON STATE
 EE2107'ROUTE 53 FOR 3.4 MILES TO COUNTY ROAD 143 (HERMITAGE ROAD) ON
 EE2107'THE RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 143 FOR 0.6
 EE2107'MILE TO THE STATION ON THE LEFT.
 EE2107'
 EE2107'THE STATION IS A STANDARD DISK STAMPED 057-214, SET IN A 10
 EE2107'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2107'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-214, SET IN AN
 EE2107'IRREGULAR MASS OF CONCRETE 0.83 METER BELOW THE STATION.
 EE2107'
 EE2107'THE STATION IS LOCATED 27.6 FEET SOUTH OF THE CENTERLINE OF
 EE2107'COUNTY ROAD 143, 64.6 FEET EAST OF AN OLD TRAVERSE STATION, 36.5
 EE2107'FEET SOUTHEAST OF A POWER POLE, AND 2.9 FEET NORTH OF A WITNESS
 EE2107'POST.
 EE2107'
 EE2107'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SHANNON
 EE2107'AT AND T MICROWAVE KRT 21 WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2106 ***********************************************************************
 EE2106  DESIGNATION -  BV 057 215 GAHD 1972
 EE2106  PID         -  EE2106
 EE2106  STATE/COUNTY-  GA/FLOYD
 EE2106  USGS QUAD   -  SHANNON (1985)
 EE2106
 EE2106                         *CURRENT SURVEY CONTROL
 EE2106  ___________________________________________________________________
 EE2106* NAD 83(1994)-  34 17 29.63291(N)    085 04 07.24668(W)     ADJUSTED  
 EE2106* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 EE2106  ___________________________________________________________________
 EE2106  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EE2106  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 EE2106
 EE2106  HORZ ORDER  -  SECOND
 EE2106
 EE2106.The horizontal coordinates were established by classical geodetic methods
 EE2106.and adjusted by the National Geodetic Survey in September 1997..
 EE2106
 EE2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2106
 EE2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2106
 EE2106.The geoid height was determined by GEOID03.
 EE2106
 EE2106;                    North         East     Units Scale Factor Converg.
 EE2106;SPC GA W     -   476,210.563   616,960.558   MT  0.99998497   -0 30 29.6
 EE2106;SPC GA W     - 1,562,367.49  2,024,144.76   sFT  0.99998497   -0 30 29.6
 EE2106;UTM  16      - 3,796,173.122   677,753.972   MT  0.99998949   +1 05 18.2
 EE2106
 EE2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2106!SPC GA W     -   0.99996540  x   0.99998497  =   0.99995037
 EE2106!UTM  16      -   0.99996540  x   0.99998949  =   0.99995489
 EE2106
 EE2106                          SUPERSEDED SURVEY CONTROL
 EE2106
 EE2106  NAD 83(1994)-  34 17 29.63679(N)    085 04 07.24906(W) AD(       ) 2
 EE2106  NAD 83(1986)-  34 17 29.63827(N)    085 04 07.24789(W) AD(       ) 2
 EE2106  NAD 27      -  34 17 29.30393(N)    085 04 07.43782(W) AD(       ) 2
 EE2106  NGVD 29 (07/19/86)  249.6    (m)          819.     (f) VERT ANG       
 EE2106
 EE2106.Superseded values are not recommended for survey control.
 EE2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2106.See file dsdata.txt to determine how the superseded data were derived.
 EE2106
 EE2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7775496173(NAD 83)
 EE2106_MARKER: DD = SURVEY DISK
 EE2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2106+STABILITY: SURFACE MOTION
 EE2106
 EE2106  HISTORY     - Date     Condition        Report By
 EE2106  HISTORY     - 1972     MONUMENTED       GADT
 EE2106
 EE2106                          STATION DESCRIPTION
 EE2106
 EE2106'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2106'THE STATION IS LOCATED 6.7 MILES NORTHEAST OF ROME, 9.0 MILES
 EE2106'SOUTHWEST OF ADAIRSVILLE, AND 8.0 MILES NORTHWEST OF KINGSTON.
 EE2106'
 EE2106'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 140
 EE2106'AND 53, ABOUT 6.5 MILES WEST OF ADAIRSVILLE, GO SOUTHWEST ON
 EE2106'STATE ROUTE 53 FOR 3.6 MILES TO THE INTERSECTION OF STATE ROUTE
 EE2106'53 AND WARD MOUNTAIN ROAD (COUNTY ROAD 92994) TO THE LEFT.  TURN
 EE2106'LEFT, SOUTHEAST ALONG WARD MOUNTAIN ROAD FOR 2.3 MILES TO THE
 EE2106'INTERSECTION OF WAYSIDE ROAD (COUNTY ROAD 91365) CROSSING.
 EE2106'CONTINUE AHEAD ALONG WARD MOUNTAIN ROAD FOR 0.05 MILE TO THE
 EE2106'STATION ON THE LEFT.
 EE2106'
 EE2106'THE STATION IS A STANDARD DISK STAMPED 057-215, SET IN A 10
 EE2106'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2106'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-215, SET IN AN
 EE2106'IRREGULAR MASS OF CONCRETE 0.89 METER BELOW THE STATION.
 EE2106'
 EE2106'THE STATION IS LOCATED 3.3 FEET WEST OF A WITNESS POST, 29.2
 EE2106'FEET EAST OF THE CENTERLINE OF WARD MOUNTAIN ROAD, 75.3 FEET
 EE2106'SOUTH OF AN 8 INCH PINE TREE, AND 25.5 FEET NORTHWEST OF A
 EE2106'4 INCH PINE TREE.
 EE2106'
 EE2106'AN AZIMUTH MARK WAS SET ON THE WEST SIDE OF WARD MOUNTAIN ROAD
 EE2106'BUT WAS GRADED OUT AND DESTROYED AT THE TIME OF THE SURVEY.  THERE
 EE2106'WAS NO TIME TO REPLACE THE MARK.  POLARIS WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2123 ***********************************************************************
 EE2123  DESIGNATION -  BV 057 216
 EE2123  PID         -  EE2123
 EE2123  STATE/COUNTY-  GA/FLOYD
 EE2123  USGS QUAD   -  ROME NORTH (1985)
 EE2123
 EE2123                         *CURRENT SURVEY CONTROL
 EE2123  ___________________________________________________________________
 EE2123* NAD 83(1994)-  34 21 27.11207(N)    085 14 14.44695(W)     ADJUSTED  
 EE2123* NAVD 88     -       214.2    (meters)     703.     (feet)  VERTCON   
 EE2123  ___________________________________________________________________
 EE2123  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EE2123  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE2123
 EE2123  HORZ ORDER  -  SECOND
 EE2123
 EE2123.The horizontal coordinates were established by classical geodetic methods
 EE2123.and adjusted by the National Geodetic Survey in September 1997..
 EE2123
 EE2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2123
 EE2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2123
 EE2123.The geoid height was determined by GEOID03.
 EE2123
 EE2123;                    North         East     Units Scale Factor Converg.
 EE2123;SPC GA W     -   483,678.464   601,509.573   MT  1.00001953   -0 36 15.5
 EE2123;SPC GA W     - 1,586,868.43  1,973,452.66   sFT  1.00001953   -0 36 15.5
 EE2123;UTM  16      - 3,803,206.935   662,101.461   MT  0.99992390   +0 59 41.9
 EE2123
 EE2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2123!SPC GA W     -   0.99997093  x   1.00001953  =   0.99999046
 EE2123!UTM  16      -   0.99997093  x   0.99992390  =   0.99989483
 EE2123
 EE2123:                Primary Azimuth Mark                     Grid Az
 EE2123:SPC GA W     -  BV 057 216 AZ MK                         152 43 19.4
 EE2123:UTM  16      -  BV 057 216 AZ MK                         151 07 22.0
 EE2123
 EE2123|---------------------------------------------------------------------|
 EE2123| PID    Reference Object                     Distance      Geod. Az  |
 EE2123|                                                           dddmmss.s |
 EE2123| CG4968 BV 057 216 AZ MK                                   1520703.9 |
 EE2123|---------------------------------------------------------------------|
 EE2123
 EE2123                          SUPERSEDED SURVEY CONTROL
 EE2123
 EE2123  NAD 83(1994)-  34 21 27.11533(N)    085 14 14.44978(W) AD(       ) 2
 EE2123  NAD 83(1986)-  34 21 27.11678(N)    085 14 14.44854(W) AD(       ) 2
 EE2123  NAD 27      -  34 21 26.78982(N)    085 14 14.61862(W) AD(       ) 2
 EE2123  NGVD 29 (07/19/86)  214.2    (m)          703.     (f) VERT ANG       
 EE2123
 EE2123.Superseded values are not recommended for survey control.
 EE2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2123.See file dsdata.txt to determine how the superseded data were derived.
 EE2123
 EE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6210103207(NAD 83)
 EE2123_MARKER: DD = SURVEY DISK
 EE2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2123
 EE2123  HISTORY     - Date     Condition        Report By
 EE2123  HISTORY     - 1972     MONUMENTED       GADT
 EE2123
 EE2123                          STATION DESCRIPTION
 EE2123
 EE2123'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2123'THE STATION IS LOCATED 7.0 MILES NORTHWEST OF ROME, 11.8 MILES
 EE2123'WEST-SOUTHWEST OF PLAINVILLE, AND 10.5 MILES SOUTHEAST OF
 EE2123'SUMMERVILLE ON THE PROPERTY OF LARRY PASS.
 EE2123'
 EE2123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2123'ROUTE 20 IN THE NORTHWEST SECTION OF ROME, GO NORTH ON U.S. 27
 EE2123'FOR 7.45 MILES TO COUNTY ROAD 237 ON THE LEFT.  TURN LEFT AND GO
 EE2123'WEST ON COUNTY ROAD 237 FOR 4.45 MILES TO A T INTERSECTION.  TURN
 EE2123'LEFT AND GO SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT.
 EE2123'
 EE2123'THE STATION IS A STANDARD DISK STAMPED 057-216, SET IN A 10 INCH
 EE2123'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2123'MARK IS A STANDARD DISK STAMPED 057-216, SET IN AN IRREGULAR
 EE2123'MASS OF CONCRETE 0.80 METER BELOW THE STATION.  IT IS LOCATED
 EE2123'192.0 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES OF
 EE2123'THE COUNTY ROAD AND A DRIVEWAY, 107.0 FEET NORTH OF A POWER
 EE2123'POLE, AND 18.3 FEET EAST OF A WITNESS POST.
 EE2123'
 EE2123'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION ON A
 EE2123'BRIDGE.  THE MARK IS A STANDARD DISK STAMPED AZI, SET IN A DRILL
 EE2123'HOLE.  IT IS LOCATED 2.7 FEET WEST OF THE BRIDGE RAILING, 3.2
 EE2123'FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND 5.6 FEET FROM
 EE2123'THE CENTERLINE OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2143 ***********************************************************************
 EE2143  DESIGNATION -  BV 057 217
 EE2143  PID         -  EE2143
 EE2143  STATE/COUNTY-  GA/FLOYD
 EE2143  USGS QUAD   -  ARMUCHEE (1968)
 EE2143
 EE2143                         *CURRENT SURVEY CONTROL
 EE2143  ___________________________________________________________________
 EE2143* NAD 83(1994)-  34 23 01.33260(N)    085 13 50.80212(W)     ADJUSTED  
 EE2143* NAVD 88     -       194.3    (meters)     637.     (feet)  VERTCON   
 EE2143  ___________________________________________________________________
 EE2143  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 EE2143  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2143
 EE2143  HORZ ORDER  -  SECOND
 EE2143
 EE2143.The horizontal coordinates were established by classical geodetic methods
 EE2143.and adjusted by the National Geodetic Survey in September 1997..
 EE2143
 EE2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2143
 EE2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2143
 EE2143.The geoid height was determined by GEOID03.
 EE2143
 EE2143;                    North         East     Units Scale Factor Converg.
 EE2143;SPC GA W     -   486,575.281   602,144.224   MT  1.00001800   -0 36 03.5
 EE2143;SPC GA W     - 1,596,372.40  1,975,534.84   sFT  1.00001800   -0 36 03.5
 EE2143;UTM  16      - 3,806,120.068   662,654.938   MT  0.99992612   +0 59 57.7
 EE2143
 EE2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2143!SPC GA W     -   0.99997406  x   1.00001800  =   0.99999206
 EE2143!UTM  16      -   0.99997406  x   0.99992612  =   0.99990018
 EE2143
 EE2143:                Primary Azimuth Mark                     Grid Az
 EE2143:SPC GA W     -  BV 057 217 AZ MK                         020 01 30.5
 EE2143:UTM  16      -  BV 057 217 AZ MK                         018 25 29.3
 EE2143
 EE2143|---------------------------------------------------------------------|
 EE2143| PID    Reference Object                     Distance      Geod. Az  |
 EE2143|                                                           dddmmss.s |
 EE2143| CG4969 BV 057 217 AZ MK                                   0192527.0 |
 EE2143|---------------------------------------------------------------------|
 EE2143
 EE2143                          SUPERSEDED SURVEY CONTROL
 EE2143
 EE2143  NAD 83(1994)-  34 23 01.33620(N)    085 13 50.80512(W) AD(       ) 2
 EE2143  NAD 83(1986)-  34 23 01.33757(N)    085 13 50.80396(W) AD(       ) 2
 EE2143  NAD 27      -  34 23 01.01515(N)    085 13 50.97465(W) AD(       ) 2
 EE2143  NGVD 29 (07/19/86)  194.3    (m)          637.     (f) VERT ANG       
 EE2143
 EE2143.Superseded values are not recommended for survey control.
 EE2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2143.See file dsdata.txt to determine how the superseded data were derived.
 EE2143
 EE2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6265506120(NAD 83)
 EE2143_MARKER: DD = SURVEY DISK
 EE2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2143
 EE2143  HISTORY     - Date     Condition        Report By
 EE2143  HISTORY     - 1972     MONUMENTED       GADT
 EE2143
 EE2143                          STATION DESCRIPTION
 EE2143
 EE2143'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2143'THE STATION IS LOCATED 9.3 MILES NORTHWEST OF ROME, 11.1 MILES
 EE2143'WEST OF PLAINVILLE, AND 12.3 MILES SOUTHEAST OF TRION.
 EE2143'
 EE2143'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20 IN
 EE2143'NORTHWEST ROME, GO NORTH ON U.S. 27 FOR 7.45 MILES TO COUNTY
 EE2143'ROAD 237 ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 237
 EE2143'FOR 4.45 MILES TO THE INTERSECTION OF TEXAS VALLEY ROAD (COUNTY
 EE2143'ROAD 235.) TURN RIGHT AND GO NORTH ON COUNTY ROAD 235 FOR 2.1
 EE2143'MILES TO THE STATION ON THE RIGHT.
 EE2143'
 EE2143'THE STATION IS A STANDARD DISK STAMPED 057-217 AND IS SET IN A
 EE2143'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2143'UNDERGROUND MARK, STAMPED 057-217, WAS SET IN AN IRREGULAR MASS
 EE2143'OF CONCRETE 0.98 METERS BELOW THE STATION.
 EE2143'
 EE2143'THE STATION IS LOCATED 48.8 FEET NORTH OF A POWER POLE, 2.5
 EE2143'FEET WEST OF A WITNESS POST, 15.2 FEET EAST OF THE CENTERLINE
 EE2143'OF COUNTY ROAD 235, AND 56.0 FEET NORTHEAST OF A GUIDE POLE.
 EE2143'
 EE2143'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 EE2143'ROAD 235 FOR 0.5 MILE TO A CROSS ROADS.  TURN RIGHT AND GO EAST
 EE2143'FOR 0.3 MILES TO THE MARK ON THE RIGHT.  THE MARK IS A STANDARD
 EE2143'DISK STAMPED AZI AND SET IN A 10-INCH CONCRETE POST FLUSH WITH
 EE2143'THE GROUND.  THE MARK IS LOCATED 12.0 FEET SOUTH OF THE
 EE2143'CENTERLINE OF COUNTY ROAD 235, 24.5 FEET SOUTHWEST OF THE
 EE2143'CENTERLINE OF A PIPE LINE, AND 11.3 FEET NORTH OF A PASTURE
 EE2143'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2236 ***********************************************************************
 EE2236  DESIGNATION -  BV 057 218 GAHD 1972
 EE2236  PID         -  EE2236
 EE2236  STATE/COUNTY-  GA/FLOYD
 EE2236  USGS QUAD   -  ROCK MOUNTAIN (1985)
 EE2236
 EE2236                         *CURRENT SURVEY CONTROL
 EE2236  ___________________________________________________________________
 EE2236* NAD 83(1994)-  34 18 40.16532(N)    085 19 26.35825(W)     ADJUSTED  
 EE2236* NAVD 88     -       451.4    (meters)    1481.     (feet)  VERTCON   
 EE2236  ___________________________________________________________________
 EE2236  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EE2236  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2236
 EE2236  HORZ ORDER  -  SECOND
 EE2236
 EE2236.The horizontal coordinates were established by classical geodetic methods
 EE2236.and adjusted by the National Geodetic Survey in September 1997..
 EE2236
 EE2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2236
 EE2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2236
 EE2236.The geoid height was determined by GEOID03.
 EE2236
 EE2236;                    North         East     Units Scale Factor Converg.
 EE2236;SPC GA W     -   478,621.856   593,480.491   MT  1.00003982   -0 39 08.7
 EE2236;SPC GA W     - 1,570,278.54  1,947,110.58   sFT  1.00003982   -0 39 08.7
 EE2236;UTM  16      - 3,797,928.984   654,217.498   MT  0.99989316   +0 56 41.8
 EE2236
 EE2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2236!SPC GA W     -   0.99993369  x   1.00003982  =   0.99997350
 EE2236!UTM  16      -   0.99993369  x   0.99989316  =   0.99982685
 EE2236
 EE2236:                Primary Azimuth Mark                     Grid Az
 EE2236:SPC GA W     -  MOSS                                     341 42 43.9
 EE2236:UTM  16      -  MOSS                                     340 06 53.4
 EE2236
 EE2236|---------------------------------------------------------------------|
 EE2236| PID    Reference Object                     Distance      Geod. Az  |
 EE2236|                                                           dddmmss.s |
 EE2236| EE2228 MOSS                                APPROX. 9.2 KM 3410335.2 |
 EE2236|---------------------------------------------------------------------|
 EE2236
 EE2236                          SUPERSEDED SURVEY CONTROL
 EE2236
 EE2236  NAD 83(1994)-  34 18 40.16816(N)    085 19 26.36074(W) AD(       ) 2
 EE2236  NAD 83(1986)-  34 18 40.16962(N)    085 19 26.35943(W) AD(       ) 2
 EE2236  NAD 27      -  34 18 39.83879(N)    085 19 26.51949(W) AD(       ) 2
 EE2236  NGVD 29 (07/19/86)  451.4    (m)         1481.     (f) VERT ANG       
 EE2236
 EE2236.Superseded values are not recommended for survey control.
 EE2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2236.See file dsdata.txt to determine how the superseded data were derived.
 EE2236
 EE2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5421797929(NAD 83)
 EE2236_MARKER: DD = SURVEY DISK
 EE2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2236+STABILITY: SURFACE MOTION
 EE2236
 EE2236  HISTORY     - Date     Condition        Report By
 EE2236  HISTORY     - 1972     MONUMENTED       GADT
 EE2236
 EE2236                          STATION DESCRIPTION
 EE2236
 EE2236'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2236'THE STATION IS LOCATED 9.2 MILES NORTHWEST OF ROME, 11.7 MILES
 EE2236'SOUTH OF SUMMERVILLE, AND 7.9 MILES SOUTHEAST OF LYERLY.
 EE2236'
 EE2236'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20 IN
 EE2236'ROME, GO WEST ON STATE ROUTE 20 FOR 3.6 MILES TO THE INTERSECTION
 EE2236'OF HUFFAKER ROAD.  TURN RIGHT AND GO NORTHWEST ON HUFFAKER ROAD
 EE2236'FOR 5.25 MILES TO THE INTERSECTION OF FOUCHE GAP ROAD.  TURN
 EE2236'RIGHT AND GO NORTH ON FOUCHE GAP ROAD FOR 1.5 MILES TO A FIELD
 EE2236'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE FIELD ROAD FOR
 EE2236'0.6 MILES TO THE STATION.
 EE2236'
 EE2236'THE STATION IS A STANDARD DISK STAMPED 057-218 AND SET IN A
 EE2236'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2236'UNDERGROUND MARK, STAMPED 057-218, WAS SET IN AN IRREGULAR MASS
 EE2236'OF CONCRETE 0.80 METERS BELOW THE STATION.
 EE2236'
 EE2236'THE STATION IS LOCATED 6.0 FEET SOUTHWEST OF A POWER POLE, 83.0
 EE2236'FEET WEST OF A METAL POWER POLE, AND 3.8 FEET NORTHEAST OF A
 EE2236'WITNESS POST.
 EE2236'
 EE2236'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2236'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2137 ***********************************************************************
 EE2137  DESIGNATION -  BV 057 219 GAHD 1972
 EE2137  PID         -  EE2137
 EE2137  STATE/COUNTY-  GA/FLOYD
 EE2137  USGS QUAD   -  ROME NORTH (1985)
 EE2137
 EE2137                         *CURRENT SURVEY CONTROL
 EE2137  ___________________________________________________________________
 EE2137* NAD 83(1994)-  34 16 14.04235(N)    085 14 05.20119(W)     ADJUSTED  
 EE2137* NAVD 88     -       213.0    (meters)     699.     (feet)  VERTCON   
 EE2137  ___________________________________________________________________
 EE2137  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EE2137  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE2137
 EE2137  HORZ ORDER  -  SECOND
 EE2137
 EE2137.The horizontal coordinates were established by classical geodetic methods
 EE2137.and adjusted by the National Geodetic Survey in September 1997..
 EE2137
 EE2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2137
 EE2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2137
 EE2137.The geoid height was determined by GEOID03.
 EE2137
 EE2137;                    North         East     Units Scale Factor Converg.
 EE2137;SPC GA W     -   474,029.596   601,644.448   MT  1.00001921   -0 36 05.4
 EE2137;SPC GA W     - 1,555,212.10  1,973,895.16   sFT  1.00001921   -0 36 05.4
 EE2137;UTM  16      - 3,793,566.489   662,505.236   MT  0.99992553   +0 59 39.2
 EE2137
 EE2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2137!SPC GA W     -   0.99997112  x   1.00001921  =   0.99999033
 EE2137!UTM  16      -   0.99997112  x   0.99992553  =   0.99989665
 EE2137
 EE2137:                Primary Azimuth Mark                     Grid Az
 EE2137:SPC GA W     -  ROME GENERAL ELEC CORP TANK              048 02 36.8
 EE2137:UTM  16      -  ROME GENERAL ELEC CORP TANK              046 26 52.2
 EE2137
 EE2137|---------------------------------------------------------------------|
 EE2137| PID    Reference Object                     Distance      Geod. Az  |
 EE2137|                                                           dddmmss.s |
 EE2137| EE2118 ROME GENERAL ELEC CORP TANK         APPROX. 2.0 KM 0472631.4 |
 EE2137| EE2136 ROME MUN TANK                       APPROX. 1.7 KM 0863521.5 |
 EE2137| EE2135 ROME MUN FILTER PLANT TANK          APPROX. 6.7 KM 0894812.3 |
 EE2137|---------------------------------------------------------------------|
 EE2137
 EE2137                          SUPERSEDED SURVEY CONTROL
 EE2137
 EE2137  NAD 83(1994)-  34 16 14.04554(N)    085 14 05.20350(W) AD(       ) 2
 EE2137  NAD 83(1986)-  34 16 14.04702(N)    085 14 05.20216(W) AD(       ) 2
 EE2137  NAD 27      -  34 16 13.71141(N)    085 14 05.37351(W) AD(       ) 2
 EE2137  NGVD 29 (07/19/86)  213.0    (m)          699.     (f) VERT ANG       
 EE2137
 EE2137.Superseded values are not recommended for survey control.
 EE2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2137.See file dsdata.txt to determine how the superseded data were derived.
 EE2137
 EE2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6250593566(NAD 83)
 EE2137_MARKER: DD = SURVEY DISK
 EE2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2137+STABILITY: SURFACE MOTION
 EE2137
 EE2137  HISTORY     - Date     Condition        Report By
 EE2137  HISTORY     - 1972     MONUMENTED       GADT
 EE2137
 EE2137                          STATION DESCRIPTION
 EE2137
 EE2137'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2137'THE STATION IS LOCATED 3.5 MILES WEST OF ROME, 13.4 MILES
 EE2137'SOUTHEAST OF LYERLY, AND 14.6 MILES SOUTHWEST OF PLAINVILLE.
 EE2137'
 EE2137'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2137'ROUTE 20 IN NORTHWEST ROME, GO WEST ON STATE ROUTE 20 FOR 3.3
 EE2137'MILES TO WEST ROME CHRISTIAN CHURCH DRIVE ON THE LEFT.  TURN
 EE2137'LEFT ONTO THE DRIVE AND GO SOUTH FOR 0.05 MILE TO THE STATION
 EE2137'ON THE RIGHT.
 EE2137'
 EE2137'THE STATION IS A STANDARD DISK STAMPED 057-219, SET IN A 10 INCH
 EE2137'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2137'MARK IS A STANDARD DISK STAMPED 057-219, SET IN AN IRREGULAR
 EE2137'MASS OF CONCRETE 0.85 METER BELOW THE STATION.
 EE2137'
 EE2137'THE STATION IS LOCATED 89.7 FEET EAST OF THE SOUTHEAST PILLAR
 EE2137'OF THE CHURCH, 2.6 FEET EAST OF A WITNESS POST, 128.9 FEET
 EE2137'NORTHEAST OF A POWER POLE IN THE PARKING LOT, AND 50.0 FEET
 EE2137'WEST OF THE CENTERLINE OF THE CHURCH DRIVEWAY.
 EE2137'
 EE2137'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2137'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2232 ***********************************************************************
 EE2232  DESIGNATION -  BV 057 220 GAHD 1972
 EE2232  PID         -  EE2232
 EE2232  STATE/COUNTY-  GA/FLOYD
 EE2232  USGS QUAD   -  ROCK MOUNTAIN (1985)
 EE2232
 EE2232                         *CURRENT SURVEY CONTROL
 EE2232  ___________________________________________________________________
 EE2232* NAD 83(1994)-  34 15 44.40664(N)    085 18 18.32768(W)     ADJUSTED  
 EE2232* NAVD 88     -       197.8    (meters)     649.     (feet)  VERTCON   
 EE2232  ___________________________________________________________________
 EE2232  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EE2232  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EE2232
 EE2232  HORZ ORDER  -  SECOND
 EE2232
 EE2232.The horizontal coordinates were established by classical geodetic methods
 EE2232.and adjusted by the National Geodetic Survey in September 1997..
 EE2232
 EE2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2232
 EE2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2232
 EE2232.The geoid height was determined by GEOID03.
 EE2232
 EE2232;                    North         East     Units Scale Factor Converg.
 EE2232;SPC GA W     -   473,186.669   595,159.260   MT  1.00003545   -0 38 27.5
 EE2232;SPC GA W     - 1,552,446.60  1,952,618.34   sFT  1.00003545   -0 38 27.5
 EE2232;UTM  16      - 3,792,543.433   656,046.772   MT  0.99990016   +0 57 15.8
 EE2232
 EE2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2232!SPC GA W     -   0.99997350  x   1.00003545  =   1.00000895
 EE2232!UTM  16      -   0.99997350  x   0.99990016  =   0.99987366
 EE2232
 EE2232:                Primary Azimuth Mark                     Grid Az
 EE2232:SPC GA W     -  BV 057 218 GAHD 1972                     342 50 06.8
 EE2232:UTM  16      -  BV 057 218 GAHD 1972                     341 14 23.5
 EE2232
 EE2232|---------------------------------------------------------------------|
 EE2232| PID    Reference Object                     Distance      Geod. Az  |
 EE2232|                                                           dddmmss.s |
 EE2232| EE2236 BV 057 218 GAHD 1972                APPROX. 5.7 KM 3421139.3 |
 EE2232|---------------------------------------------------------------------|
 EE2232
 EE2232                          SUPERSEDED SURVEY CONTROL
 EE2232
 EE2232  NAD 83(1994)-  34 15 44.40951(N)    085 18 18.32994(W) AD(       ) 2
 EE2232  NAD 83(1986)-  34 15 44.41098(N)    085 18 18.32859(W) AD(       ) 2
 EE2232  NAD 27      -  34 15 44.07572(N)    085 18 18.49268(W) AD(       ) 2
 EE2232  NGVD 29 (07/19/86)  197.8    (m)          649.     (f) VERT ANG       
 EE2232
 EE2232.Superseded values are not recommended for survey control.
 EE2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2232.See file dsdata.txt to determine how the superseded data were derived.
 EE2232
 EE2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5604792543(NAD 83)
 EE2232_MARKER: DD = SURVEY DISK
 EE2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2232+STABILITY: SURFACE MOTION
 EE2232
 EE2232  HISTORY     - Date     Condition        Report By
 EE2232  HISTORY     - 1972     MONUMENTED       GADT
 EE2232
 EE2232                          STATION DESCRIPTION
 EE2232
 EE2232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2232'THE STATION IS LOCATED 7.4 MILES WEST OF ROME, 11.3 MILES
 EE2232'SOUTHEAST OF LYERLY, AND 19.8 MILES SOUTH OF TRION.
 EE2232'
 EE2232'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND
 EE2232'STATE ROUTE 20 IN NORTHWEST ROME, GO WEST ON STATE ROUTE 20 FOR
 EE2232'7.9 MILES TO COOSA HIGH SCHOOL ON THE RIGHT.  THE STATION WAS
 EE2232'SET ON THE LAWN OF THE SCHOOL.
 EE2232'
 EE2232'THE STATION IS A STANDARD DISK STAMPED 057-220, SET IN A
 EE2232'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2232'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-220, SET IN AN
 EE2232'IRREGULAR MASS OF CONCRETE 0.75 METER BELOW THE STATION.  IT IS
 EE2232'LOCATED 131.0 FEET NORTHWEST OF A SMALL POWER POLE, 55.0 FEET
 EE2232'NORTHEAST OF A LARGE POWER POLE, AND 2.3 FEET SOUTH OF A WITNESS
 EE2232'POST.
 EE2232'
 EE2232'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2232'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2130 ***********************************************************************
 EE2130  DESIGNATION -  BV 057 221 GAHD 1972
 EE2130  PID         -  EE2130
 EE2130  STATE/COUNTY-  GA/FLOYD
 EE2130  USGS QUAD   -  ROME NORTH (1985)
 EE2130
 EE2130                         *CURRENT SURVEY CONTROL
 EE2130  ___________________________________________________________________
 EE2130* NAD 83(1994)-  34 15 30.59415(N)    085 11 43.40999(W)     ADJUSTED  
 EE2130* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 EE2130  ___________________________________________________________________
 EE2130  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 EE2130  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2130
 EE2130  HORZ ORDER  -  SECOND
 EE2130
 EE2130.The horizontal coordinates were established by classical geodetic methods
 EE2130.and adjusted by the National Geodetic Survey in September 1997..
 EE2130
 EE2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2130
 EE2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2130
 EE2130.The geoid height was determined by GEOID03.
 EE2130
 EE2130;                    North         East     Units Scale Factor Converg.
 EE2130;SPC GA W     -   472,653.500   605,257.907   MT  1.00001061   -0 34 44.9
 EE2130;SPC GA W     - 1,550,697.36  1,985,750.32   sFT  1.00001061   -0 34 44.9
 EE2130;UTM  16      - 3,792,291.640   666,155.308   MT  0.99994031   +1 00 57.9
 EE2130
 EE2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2130!SPC GA W     -   0.99996653  x   1.00001061  =   0.99997713
 EE2130!UTM  16      -   0.99996653  x   0.99994031  =   0.99990684
 EE2130
 EE2130:                Primary Azimuth Mark                     Grid Az
 EE2130:SPC GA W     -  ROME CELANESE FIBERS CO TANK             050 26 01.1
 EE2130:UTM  16      -  ROME CELANESE FIBERS CO TANK             048 50 18.3
 EE2130
 EE2130|---------------------------------------------------------------------|
 EE2130| PID    Reference Object                     Distance      Geod. Az  |
 EE2130|                                                           dddmmss.s |
 EE2130| EE2121 ROME CELANESE FIBERS CO TANK        APPROX. 4.1 KM 0495116.2 |
 EE2130| EE2135 ROME MUN FILTER PLANT TANK          APPROX. 3.4 KM 0660408.9 |
 EE2130| EE2116 ROME CO CTHSE SPIRE                 APPROX. 2.2 KM 0971817.3 |
 EE2130| EE2229 LAVENDER RESET                      APPROX.11.1 KM 3092806.9 |
 EE2130|---------------------------------------------------------------------|
 EE2130
 EE2130                          SUPERSEDED SURVEY CONTROL
 EE2130
 EE2130  NAD 83(1994)-  34 15 30.59746(N)    085 11 43.41216(W) AD(       ) 2
 EE2130  NAD 83(1986)-  34 15 30.59898(N)    085 11 43.41083(W) AD(       ) 2
 EE2130  NAD 27      -  34 15 30.26145(N)    085 11 43.58675(W) AD(       ) 2
 EE2130  NGVD 29 (07/19/86)  242.3    (m)          795.     (f) VERT ANG       
 EE2130
 EE2130.Superseded values are not recommended for survey control.
 EE2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2130.See file dsdata.txt to determine how the superseded data were derived.
 EE2130
 EE2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6615592292(NAD 83)
 EE2130_MARKER: DD = SURVEY DISK
 EE2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2130+STABILITY: SURFACE MOTION
 EE2130
 EE2130  HISTORY     - Date     Condition        Report By
 EE2130  HISTORY     - 1972     MONUMENTED       GADT
 EE2130
 EE2130                          STATION DESCRIPTION
 EE2130
 EE2130'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2130'THE STATION IS LOCATED 1.1 MILES WEST OF ROME, 13.5 MILES
 EE2130'SOUTHWEST OF PLAINVILLE, AND 13.1 MILES NORTHEAST OF CAVE SPRINGS.
 EE2130'
 EE2130'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2130'ROUTE 20 WEST IN ROME, GO WEST ON STATE ROUTE 20 FOR 0.6 MILE TO
 EE2130'SHORTER DRIVE.  TURN LEFT AND GO SOUTH ON SHORTER DRIVE FOR
 EE2130'0.2 MILE TO A FORK IN THE ROAD.  TAKE THE LEFT FORK AND
 EE2130'CONTINUE FOR 0.4 MILE TO THE STATION ON THE LEFT.
 EE2130'
 EE2130'THE STATION IS A STANDARD DISK STAMPED 057-221, SET IN A 10 INCH
 EE2130'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2130'MARK IS A STANDARD DISK STAMPED 057-221, SET IN AN IRREGULAR MASS
 EE2130'OF CONCRETE 0.81 METER BELOW THE STATION.  IT IS LOCATED 11.4
 EE2130'FEET NORTH OF THE CENTERLINE OF SHORTER DRIVE, 66.0 FEET
 EE2130'SOUTHEAST OF A 26 INCH PECAN TREE, AND 59.8 FEET WEST OF A FLAG
 EE2130'POLE.
 EE2130'
 EE2130'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2130'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2125 ***********************************************************************
 EE2125  DESIGNATION -  BV 057 222 GAHD 1972
 EE2125  PID         -  EE2125
 EE2125  STATE/COUNTY-  GA/FLOYD
 EE2125  USGS QUAD   -  ROME NORTH (1985)
 EE2125
 EE2125                         *CURRENT SURVEY CONTROL
 EE2125  ___________________________________________________________________
 EE2125* NAD 83(1994)-  34 16 13.92817(N)    085 09 44.33126(W)     ADJUSTED  
 EE2125* NAVD 88     -       254.9    (meters)     836.     (feet)  VERTCON   
 EE2125  ___________________________________________________________________
 EE2125  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EE2125  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE2125
 EE2125  HORZ ORDER  -  SECOND
 EE2125
 EE2125.The horizontal coordinates were established by classical geodetic methods
 EE2125.and adjusted by the National Geodetic Survey in September 1997..
 EE2125
 EE2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2125
 EE2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2125
 EE2125.The geoid height was determined by GEOID03.
 EE2125
 EE2125;                    North         East     Units Scale Factor Converg.
 EE2125;SPC GA W     -   473,958.398   608,317.405   MT  1.00000358   -0 33 38.5
 EE2125;SPC GA W     - 1,554,978.51  1,995,788.02   sFT  1.00000358   -0 33 38.5
 EE2125;UTM  16      - 3,793,681.133   669,177.106   MT  0.99995281   +1 02 06.2
 EE2125
 EE2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2125!SPC GA W     -   0.99996455  x   1.00000358  =   0.99996813
 EE2125!UTM  16      -   0.99996455  x   0.99995281  =   0.99991736
 EE2125
 EE2125:                Primary Azimuth Mark                     Grid Az
 EE2125:SPC GA W     -  ROME SADDLE MTN STANDPIPE                185 18 39.2
 EE2125:UTM  16      -  ROME SADDLE MTN STANDPIPE                183 42 54.5
 EE2125
 EE2125|---------------------------------------------------------------------|
 EE2125| PID    Reference Object                     Distance      Geod. Az  |
 EE2125|                                                           dddmmss.s |
 EE2125| EE2192 ROME SADDLE MTN STANDPIPE           APPROX. 7.1 KM 1844500.7 |
 EE2125| EE2136 ROME MUN TANK                       APPROX. 5.0 KM 2711330.2 |
 EE2125| EE2229 LAVENDER RESET                      APPROX.12.9 KM 2961358.9 |
 EE2125| EE2120 ROME RAGLAND TANK                   APPROX. 5.3 KM 3473708.6 |
 EE2125|---------------------------------------------------------------------|
 EE2125
 EE2125                          SUPERSEDED SURVEY CONTROL
 EE2125
 EE2125  NAD 83(1994)-  34 16 13.93159(N)    085 09 44.33351(W) AD(       ) 2
 EE2125  NAD 83(1986)-  34 16 13.93314(N)    085 09 44.33221(W) AD(       ) 2
 EE2125  NAD 27      -  34 16 13.59613(N)    085 09 44.51151(W) AD(       ) 2
 EE2125  NGVD 29 (07/19/86)  254.9    (m)          836.     (f) VERT ANG       
 EE2125
 EE2125.Superseded values are not recommended for survey control.
 EE2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2125.See file dsdata.txt to determine how the superseded data were derived.
 EE2125
 EE2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6917793681(NAD 83)
 EE2125_MARKER: DD = SURVEY DISK
 EE2125_SETTING: 0 = UNSPECIFIED SETTING
 EE2125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2125
 EE2125  HISTORY     - Date     Condition        Report By
 EE2125  HISTORY     - 1972     MONUMENTED       GADT
 EE2125
 EE2125                          STATION DESCRIPTION
 EE2125
 EE2125'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2125'THE STATION IS LOCATED 11.7 MILES SOUTHWEST OF PLAINVILLE, 14.5
 EE2125'MILES NORTHEAST OF CAVE SPRINGS, AND 16.6 MILES SOUTHEAST OF LYERLY.
 EE2125'
 EE2125'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 EE2125'53 AND U.S. 27 IN ROME, GO NORTH ON U.S. 27 FOR 0.25 MILE TO
 EE2125'THE FIRST CITY STREET ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 EE2125'CITY STREET FOR 1.0 MILE TO THE CITY PURIFICATION PLANT.  THE
 EE2125'STATION IS LOCATED ON THE TOP OF THE WATER WORKS BUILDING.
 EE2125'
 EE2125'THE STATION IS A STANDARD DISK STAMPED 057-222, SET IN A DRILL
 EE2125'HOLE AT THE TOP OF THE BUILDING.
 EE2125'
 EE2125'THE STATION IS LOCATED 34.8 FEET SOUTHEAST OF THE NORTHWEST
 EE2125'CORNER OF THE BUILDING AND 29.6 FEET SOUTHWEST OF THE NORTHEAST
 EE2125'CORNER OF THE BUILDING.
 EE2125'
 EE2125'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2125'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2195 ***********************************************************************
 EE2195  DESIGNATION -  BV 057 223 GAHD 1972
 EE2195  PID         -  EE2195
 EE2195  STATE/COUNTY-  GA/FLOYD
 EE2195  USGS QUAD   -  ROME SOUTH (1985)
 EE2195
 EE2195                         *CURRENT SURVEY CONTROL
 EE2195  ___________________________________________________________________
 EE2195* NAD 83(1994)-  34 13 23.55408(N)    085 09 30.19304(W)     ADJUSTED  
 EE2195* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 EE2195  ___________________________________________________________________
 EE2195  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EE2195  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EE2195
 EE2195  HORZ ORDER  -  SECOND
 EE2195
 EE2195.The horizontal coordinates were established by classical geodetic methods
 EE2195.and adjusted by the National Geodetic Survey in September 1997..
 EE2195
 EE2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2195
 EE2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2195
 EE2195.The geoid height was determined by GEOID03.
 EE2195
 EE2195;                    North         East     Units Scale Factor Converg.
 EE2195;SPC GA W     -   468,705.361   608,627.917   MT  1.00000288   -0 33 28.1
 EE2195;SPC GA W     - 1,537,744.17  1,996,806.76   sFT  1.00000288   -0 33 28.1
 EE2195;UTM  16      - 3,788,439.032   669,633.669   MT  0.99995472   +1 02 09.6
 EE2195
 EE2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2195!SPC GA W     -   0.99996364  x   1.00000288  =   0.99996652
 EE2195!UTM  16      -   0.99996364  x   0.99995472  =   0.99991836
 EE2195
 EE2195:                Primary Azimuth Mark                     Grid Az
 EE2195:SPC GA W     -  COOSA 2                                  279 22 59.3
 EE2195:UTM  16      -  COOSA 2                                  277 47 21.6
 EE2195
 EE2195|---------------------------------------------------------------------|
 EE2195| PID    Reference Object                     Distance      Geod. Az  |
 EE2195|                                                           dddmmss.s |
 EE2195| EE2196 COOSA 2                             APPROX. 7.1 KM 2784931.2 |
 EE2195| EE2134 ROME SHORTER COLL TANK              APPROX. 5.2 KM 3164206.0 |
 EE2195| EE2133 ROME SHORTER COLL STANDPIPE         APPROX. 5.1 KM 3172759.6 |
 EE2195| EE2135 ROME MUN FILTER PLANT TANK          APPROX. 5.3 KM 3561621.3 |
 EE2195|---------------------------------------------------------------------|
 EE2195
 EE2195                          SUPERSEDED SURVEY CONTROL
 EE2195
 EE2195  NAD 83(1994)-  34 13 23.55750(N)    085 09 30.19507(W) AD(       ) 2
 EE2195  NAD 83(1986)-  34 13 23.55907(N)    085 09 30.19364(W) AD(       ) 2
 EE2195  NAD 27      -  34 13 23.21758(N)    085 09 30.37524(W) AD(       ) 2
 EE2195  NGVD 29 (07/19/86)  260.7    (m)          855.     (f) VERT ANG       
 EE2195
 EE2195.Superseded values are not recommended for survey control.
 EE2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2195.See file dsdata.txt to determine how the superseded data were derived.
 EE2195
 EE2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6963488439(NAD 83)
 EE2195_MARKER: DD = SURVEY DISK
 EE2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2195+STABILITY: SURFACE MOTION
 EE2195
 EE2195  HISTORY     - Date     Condition        Report By
 EE2195  HISTORY     - 1972     MONUMENTED       GADT
 EE2195
 EE2195                          STATION DESCRIPTION
 EE2195
 EE2195'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2195'THE STATION IS LOCATED 3.2 MILES NORTHEAST OF THE INTERSECTION OF
 EE2195'U.S. 27 AND STATE ROUTE 53, AND 12.4 MILES SOUTHWEST OF KINGSTON.
 EE2195'
 EE2195'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2195'ROUTE 101 IN ROME, GO SOUTH ON STATE ROUTE 101 FOR 1.0 MILE TO
 EE2195'COUNTY ROAD 507 ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON
 EE2195'COUNTY ROAD 507 FOR 0.3 MILE TO THE STATION.
 EE2195'
 EE2195'THE STATION IS A STANDARD DISK STAMPED 057-223, SET IN A 10 INCH
 EE2195'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE2195'MARK IS A STANDARD DISK STAMPED 057-223, SET IN AN IRREGULAR MASS
 EE2195'OF CONCRETE 0.78 METER BELOW THE STATION.  IT IS LOCATED 20.0 FEET
 EE2195'SOUTHWEST OF A POWER POLE, 12.0 FEET SOUTH OF A FENCE, AND 45.5
 EE2195'FEET NORTHWEST OF THE END OF A DIRT DRIVE.
 EE2195'
 EE2195'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2195'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2231 ***********************************************************************
 EE2231  DESIGNATION -  BV 057 224
 EE2231  PID         -  EE2231
 EE2231  STATE/COUNTY-  GA/FLOYD
 EE2231  USGS QUAD   -  ROCK MOUNTAIN (1985)
 EE2231
 EE2231                         *CURRENT SURVEY CONTROL
 EE2231  ___________________________________________________________________
 EE2231* NAD 83(1994)-  34 16 15.41794(N)    085 15 09.43811(W)     ADJUSTED  
 EE2231* NAVD 88     -       201.4    (meters)     661.     (feet)  VERTCON   
 EE2231  ___________________________________________________________________
 EE2231  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EE2231  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EE2231
 EE2231  HORZ ORDER  -  SECOND
 EE2231
 EE2231.The horizontal coordinates were established by classical geodetic methods
 EE2231.and adjusted by the National Geodetic Survey in September 1997..
 EE2231
 EE2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2231
 EE2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2231
 EE2231.The geoid height was determined by GEOID03.
 EE2231
 EE2231;                    North         East     Units Scale Factor Converg.
 EE2231;SPC GA W     -   474,089.376   600,001.727   MT  1.00002322   -0 36 41.6
 EE2231;SPC GA W     - 1,555,408.23  1,968,505.67   sFT  1.00002322   -0 36 41.6
 EE2231;UTM  16      - 3,793,580.500   660,861.649   MT  0.99991897   +0 59 03.0
 EE2231
 EE2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2231!SPC GA W     -   0.99997294  x   1.00002322  =   0.99999616
 EE2231!UTM  16      -   0.99997294  x   0.99991897  =   0.99989191
 EE2231
 EE2231:                Primary Azimuth Mark                     Grid Az
 EE2231:SPC GA W     -  BV 057 224 AZ MK                         082 06 18.5
 EE2231:UTM  16      -  BV 057 224 AZ MK                         080 30 33.9
 EE2231
 EE2231|---------------------------------------------------------------------|
 EE2231| PID    Reference Object                     Distance      Geod. Az  |
 EE2231|                                                           dddmmss.s |
 EE2231| CG4970 BV 057 224 AZ MK                                   0812936.9 |
 EE2231|---------------------------------------------------------------------|
 EE2231
 EE2231                          SUPERSEDED SURVEY CONTROL
 EE2231
 EE2231  NAD 83(1994)-  34 16 15.42104(N)    085 15 09.44033(W) AD(       ) 2
 EE2231  NAD 83(1986)-  34 16 15.42256(N)    085 15 09.43900(W) AD(       ) 2
 EE2231  NAD 27      -  34 16 15.08727(N)    085 15 09.60744(W) AD(       ) 2
 EE2231  NGVD 29 (07/19/86)  201.4    (m)          661.     (f) VERT ANG       
 EE2231
 EE2231.Superseded values are not recommended for survey control.
 EE2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2231.See file dsdata.txt to determine how the superseded data were derived.
 EE2231
 EE2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6086293580(NAD 83)
 EE2231_MARKER: DD = SURVEY DISK
 EE2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2231
 EE2231  HISTORY     - Date     Condition        Report By
 EE2231  HISTORY     - 1972     MONUMENTED       GADT
 EE2231
 EE2231                          STATION DESCRIPTION
 EE2231
 EE2231'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2231'THE STATION IS LOCATED 5.0 MILES WEST OF ROME, 12.4 MILES
 EE2231'SOUTHEAST OF LYERLY, AND 12.1 MILES NORTHEAST OF CAVE SPRING.
 EE2231'
 EE2231'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20 IN
 EE2231'ROME, GO WEST ON STATE ROUTE 20 FOR 4.15 MILES TO THE BEACH CREEK
 EE2231'CHURCH OF GOD ON THE LEFT.  THE STATION IS LOCATED NORTH OF STATE
 EE2231'ROUTE 20 AND WEST OF THE CHURCH DRIVEWAY.
 EE2231'
 EE2231'THE STATION IS A STANDARD DISK STAMPED 057-224 AND SET IN A
 EE2231'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2231'UNDERGROUND MARK, STAMPED 057-224, WAS SET IN AN IRREGULAR MASS
 EE2231'OF CONCRETE 0.85 METERS BELOW THE STATION.
 EE2231'
 EE2231'THE STATION IS LOCATED 24.5 FEET NORTHEAST OF A WITNESS POST,
 EE2231'130.8 FEET WEST OF A BRICK CHURCH SIGN, 144.3 FEET SOUTHWEST OF THE
 EE2231'SOUTHWEST CORNER OF THE CHURCH, AND 75.1 FEET SOUTH OF AN
 EE2231'8-INCH BLACK WALNUT TREE.
 EE2231'
 EE2231'THE AZIMUTH MARK IS LOCATED 0.50 MILES EAST OF THE STATION ON
 EE2231'STATE ROUTE 20.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET
 EE2231'IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS
 EE2231'LOCATED 3.8 FEET SOUTH OF A UTILITY POLE, 10.9 FEET NORTHEAST
 EE2231'OF A RIGHT-OF-WAY MARKER, AND 30.9 FEET NORTHWEST OF AN 8-INCH
 EE2231'MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2152 ***********************************************************************
 EE2152  DESIGNATION -  BV 057 225 GAHD 1972
 EE2152  PID         -  EE2152
 EE2152  STATE/COUNTY-  GA/FLOYD
 EE2152  USGS QUAD   -  WAX (1968)
 EE2152
 EE2152                         *CURRENT SURVEY CONTROL
 EE2152  ___________________________________________________________________
 EE2152* NAD 83(1994)-  34 12 31.88854(N)    085 03 57.99375(W)     ADJUSTED  
 EE2152* NAVD 88     -       218.5    (meters)     717.     (feet)  VERTCON   
 EE2152  ___________________________________________________________________
 EE2152  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EE2152  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE2152
 EE2152  HORZ ORDER  -  SECOND
 EE2152
 EE2152.The horizontal coordinates were established by classical geodetic methods
 EE2152.and adjusted by the National Geodetic Survey in September 1997..
 EE2152
 EE2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2152
 EE2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2152
 EE2152.The geoid height was determined by GEOID03.
 EE2152
 EE2152;                    North         East     Units Scale Factor Converg.
 EE2152;SPC GA W     -   467,034.560   617,116.125   MT  0.99998465   -0 30 20.5
 EE2152;SPC GA W     - 1,532,262.55  2,024,655.15   sFT  0.99998465   -0 30 20.5
 EE2152;UTM  16      - 3,787,004.953   678,164.879   MT  0.99999130   +1 05 15.1
 EE2152
 EE2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2152!SPC GA W     -   0.99997027  x   0.99998465  =   0.99995492
 EE2152!UTM  16      -   0.99997027  x   0.99999130  =   0.99996157
 EE2152
 EE2152:                Primary Azimuth Mark                     Grid Az
 EE2152:SPC GA W     -  MANGO                                    344 58 43.4
 EE2152:UTM  16      -  MANGO                                    343 23 07.8
 EE2152
 EE2152|---------------------------------------------------------------------|
 EE2152| PID    Reference Object                     Distance      Geod. Az  |
 EE2152|                                                           dddmmss.s |
 EE2152| EE2102 MANGO                               APPROX.10.1 KM 3442822.9 |
 EE2152|---------------------------------------------------------------------|
 EE2152
 EE2152                          SUPERSEDED SURVEY CONTROL
 EE2152
 EE2152  NAD 83(1994)-  34 12 31.89240(N)    085 03 57.99571(W) AD(       ) 2
 EE2152  NAD 83(1986)-  34 12 31.89391(N)    085 03 57.99451(W) AD(       ) 2
 EE2152  NAD 27      -  34 12 31.55206(N)    085 03 58.18605(W) AD(       ) 2
 EE2152  NGVD 29 (07/19/86)  218.5    (m)          717.     (f) VERT ANG       
 EE2152
 EE2152.Superseded values are not recommended for survey control.
 EE2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2152.See file dsdata.txt to determine how the superseded data were derived.
 EE2152
 EE2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7816587005(NAD 83)
 EE2152_MARKER: DD = SURVEY DISK
 EE2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2152+STABILITY: SURFACE MOTION
 EE2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2152+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 EE2152
 EE2152  HISTORY     - Date     Condition        Report By
 EE2152  HISTORY     - 1972     MONUMENTED       GADT
 EE2152  HISTORY     - 20001214 GOOD             GADT
 EE2152  HISTORY     - 20040317 GOOD             GADT
 EE2152  HISTORY     - 20060807 GOOD             GADT
 EE2152
 EE2152                          STATION DESCRIPTION
 EE2152
 EE2152'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2152'THE STATION IS LOCATED 7.2 MILES SOUTHEAST OF ROME, 10.8 MILES
 EE2152'NORTHWEST OF STILESBORO, AND 7.0 MILES EAST-NORTHEAST OF
 EE2152'KINGSTON ON THE PROPERTY OF BIDDY BRADEN.
 EE2152'
 EE2152'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND
 EE2152'U.S. 411, ABOUT 5 MILES NORTHWEST OF ROME, GO EAST ON U.S. 411
 EE2152'FOR 13.35 MILES TO A PAVED DRIVEWAY ON THE RIGHT.  TURN RIGHT
 EE2152'AND GO NORTH ON THE DRIVEWAY FOR 0.15 MILE TO THE STATION ON THE
 EE2152'RIGHT.
 EE2152'
 EE2152'THE STATION IS A STANDARD DISK STAMPED 057-225, SET IN A 10
 EE2152'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2152'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-225, SET IN AN
 EE2152'IRREGULAR MASS OF CONCRETE 0.80 METER BELOW THE STATION.  IT IS
 EE2152'LOCATED 8.6 FEET SOUTHEAST OF THE CENTERLINE OF THE ASPHALT
 EE2152'DRIVEWAY, 3.6 FEET NORTHEAST OF A POWER POLE, 19.4 FEET
 EE2152'SOUTHEAST OF A WITNESS POST, AND 19.4 FEET SOUTHEAST OF A
 EE2152'BARBED WIRE FENCE.
 EE2152'
 EE2152'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2152'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE2152
 EE2152                          STATION RECOVERY (2000)
 EE2152
 EE2152'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE2152'RECOVERED IN GOOD CONDITION.
 EE2152
 EE2152                          STATION RECOVERY (2004)
 EE2152
 EE2152'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE2152'REPORTED AS FOUND IN GOOD CONDITION. 'TO REACH' SHOULD BE AMENDED AS
 EE2152'FOLLOWS-'FROM INTERSECTION OF US41 AND US411,ABOUT 5 MILES NORTHWEST
 EE2152'OF CARTERSVILLE, GO WEST ON US411 FOR 13.35 MILES TO A PAVED DRIVEWAY
 EE2152'ON THE RIGHT.' (DRIVEWAY IS ALSO LOCATED ABOUT 5.2 +/- MILES WEST OF
 EE2152'US411 BRIDGE OVER THE ETOWAH RIVER). ALSO, THE MARK IS 7.0 MILES WSW
 EE2152'OF KINGSTON, INSTEAD OF ENE AS NOTED IN ORIGINAL DESCRIPTION.
 EE2152
 EE2152                          STATION RECOVERY (2006)
 EE2152
 EE2152'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2189 ***********************************************************************
 EE2189  DESIGNATION -  BV 057 226 GAHD 1972
 EE2189  PID         -  EE2189
 EE2189  STATE/COUNTY-  GA/FLOYD
 EE2189  USGS QUAD   -  ROME SOUTH (1985)
 EE2189
 EE2189                         *CURRENT SURVEY CONTROL
 EE2189  ___________________________________________________________________
 EE2189* NAD 83(1994)-  34 12 17.58604(N)    085 11 36.30464(W)     ADJUSTED  
 EE2189* NAVD 88     -       218.0    (meters)     715.     (feet)  VERTCON   
 EE2189  ___________________________________________________________________
 EE2189  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EE2189  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE2189
 EE2189  HORZ ORDER  -  SECOND
 EE2189
 EE2189.The horizontal coordinates were established by classical geodetic methods
 EE2189.and adjusted by the National Geodetic Survey in September 1997..
 EE2189
 EE2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2189
 EE2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2189
 EE2189.The geoid height was determined by GEOID03.
 EE2189
 EE2189;                    North         East     Units Scale Factor Converg.
 EE2189;SPC GA W     -   466,704.759   605,379.729   MT  1.00001033   -0 34 38.0
 EE2189;SPC GA W     - 1,531,180.53  1,986,149.99   sFT  1.00001033   -0 34 38.0
 EE2189;UTM  16      - 3,786,349.004   666,442.554   MT  0.99994150   +1 00 56.9
 EE2189
 EE2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2189!SPC GA W     -   0.99997033  x   1.00001033  =   0.99998066
 EE2189!UTM  16      -   0.99997033  x   0.99994150  =   0.99991184
 EE2189
 EE2189:                Primary Azimuth Mark                     Grid Az
 EE2189:SPC GA W     -  ROME RAD STA WROM MAST                   033 54 24.7
 EE2189:UTM  16      -  ROME RAD STA WROM MAST                   032 18 49.8
 EE2189
 EE2189|---------------------------------------------------------------------|
 EE2189| PID    Reference Object                     Distance      Geod. Az  |
 EE2189|                                                           dddmmss.s |
 EE2189| EE2117 ROME RAD STA WROM MAST              APPROX. 6.4 KM 0331946.7 |
 EE2189| EE2194 ROME MUN STANDPIPE                  APPROX. 5.0 KM 0470019.2 |
 EE2189| EE2195 BV 057 223 GAHD 1972                APPROX. 3.8 KM 0574735.4 |
 EE2189|---------------------------------------------------------------------|
 EE2189
 EE2189                          SUPERSEDED SURVEY CONTROL
 EE2189
 EE2189  NAD 83(1994)-  34 12 17.58932(N)    085 11 36.30659(W) AD(       ) 2
 EE2189  NAD 83(1986)-  34 12 17.59083(N)    085 11 36.30509(W) AD(       ) 2
 EE2189  NAD 27      -  34 12 17.24850(N)    085 11 36.48377(W) AD(       ) 2
 EE2189  NGVD 29 (07/19/86)  218.0    (m)          715.     (f) VERT ANG       
 EE2189
 EE2189.Superseded values are not recommended for survey control.
 EE2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2189.See file dsdata.txt to determine how the superseded data were derived.
 EE2189
 EE2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6644386349(NAD 83)
 EE2189_MARKER: DD = SURVEY DISK
 EE2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2189+STABILITY: SURFACE MOTION
 EE2189
 EE2189  HISTORY     - Date     Condition        Report By
 EE2189  HISTORY     - 1972     MONUMENTED       GADT
 EE2189
 EE2189                          STATION DESCRIPTION
 EE2189
 EE2189'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2189'THE STATION IS LOCATED 3.6 MILES SOUTH-SOUTHWEST OF ROME ON
 EE2189'STATE ROUTE 1 AND U.S. 27.
 EE2189'
 EE2189'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 53 IN
 EE2189'ROME SOUTHEAST ON U.S. 27 FOR 3.3 MILES TO U.S. 411 ON THE
 EE2189'RIGHT.  TURN RIGHT AND GO SOUTH ON U.S. 411 FOR 3.1 MILES TO THE
 EE2189'STATION ON THE RIGHT.
 EE2189'
 EE2189'THE STATION IS A STANDARD DISK STAMPED 057-226 AND SET IN A
 EE2189'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2189'UNDERGROUND MARK, STAMPED 057-226, WAS SET IN AN IRREGULAR MASS
 EE2189'OF CONCRETE 0.79 METERS BELOW THE STATION.
 EE2189'
 EE2189'THE STATION IS LOCATED 4.2 FEET EAST OF A WITNESS POST, 6.5
 EE2189'FEET NORTH OF THE CENTERLINE OF CONCRETE PAVING, AND 43.0 FEET
 EE2189'SOUTH OF A 10-INCH OAK TREE.
 EE2189'
 EE2189'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2189'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2238 ***********************************************************************
 EE2238  DESIGNATION -  BV 057 227
 EE2238  PID         -  EE2238
 EE2238  STATE/COUNTY-  GA/FLOYD
 EE2238  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE2238
 EE2238                         *CURRENT SURVEY CONTROL
 EE2238  ___________________________________________________________________
 EE2238* NAD 83(1994)-  34 15 26.56392(N)    085 26 05.71301(W)     ADJUSTED  
 EE2238* NAVD 88     -       187.1    (meters)     614.     (feet)  VERTCON   
 EE2238  ___________________________________________________________________
 EE2238  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EE2238  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE2238
 EE2238  HORZ ORDER  -  SECOND
 EE2238
 EE2238.The horizontal coordinates were established by classical geodetic methods
 EE2238.and adjusted by the National Geodetic Survey in September 1997..
 EE2238
 EE2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2238
 EE2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2238
 EE2238.The geoid height was determined by GEOID03.
 EE2238
 EE2238;                    North         East     Units Scale Factor Converg.
 EE2238;SPC GA W     -   472,778.284   583,195.378   MT  1.00006812   -0 42 50.4
 EE2238;SPC GA W     - 1,551,106.75  1,913,366.84   sFT  1.00006812   -0 42 50.4
 EE2238;UTM  16      - 3,791,802.274   644,100.972   MT  0.99985596   +0 52 52.2
 EE2238
 EE2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2238!SPC GA W     -   0.99997517  x   1.00006812  =   1.00004329
 EE2238!UTM  16      -   0.99997517  x   0.99985596  =   0.99983113
 EE2238
 EE2238:                Primary Azimuth Mark                     Grid Az
 EE2238:SPC GA W     -  BV 057 227 AZ MK                         091 03 07.0
 EE2238:UTM  16      -  BV 057 227 AZ MK                         089 27 24.4
 EE2238
 EE2238|---------------------------------------------------------------------|
 EE2238| PID    Reference Object                     Distance      Geod. Az  |
 EE2238|                                                           dddmmss.s |
 EE2238| CG4971 BV 057 227 AZ MK                                   0902016.6 |
 EE2238|---------------------------------------------------------------------|
 EE2238
 EE2238                          SUPERSEDED SURVEY CONTROL
 EE2238
 EE2238  NAD 83(1994)-  34 15 26.56629(N)    085 26 05.71523(W) AD(       ) 2
 EE2238  NAD 83(1986)-  34 15 26.56770(N)    085 26 05.71382(W) AD(       ) 2
 EE2238  NAD 27      -  34 15 26.23386(N)    085 26 05.86605(W) AD(       ) 2
 EE2238  NGVD 29 (07/19/86)  187.1    (m)          614.     (f) VERT ANG       
 EE2238
 EE2238.Superseded values are not recommended for survey control.
 EE2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2238.See file dsdata.txt to determine how the superseded data were derived.
 EE2238
 EE2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4410191802(NAD 83)
 EE2238_MARKER: DD = SURVEY DISK
 EE2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2238
 EE2238  HISTORY     - Date     Condition        Report By
 EE2238  HISTORY     - 1972     MONUMENTED       GADT
 EE2238
 EE2238                          STATION DESCRIPTION
 EE2238
 EE2238'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2238'THE STATION IS LOCATED 14.0 MILES WEST OF ROME, 10.3 MILES SOUTH
 EE2238'OF LYERLY, AND 11.8 MILES NORTHWEST OF CAVE SPRING.
 EE2238'
 EE2238'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20 IN
 EE2238'ROME WEST ON STATE ROUTE 20 FOR 10.5 MILES TO STATE ROUTE 100
 EE2238'SOUTH ON THE LEFT.  CONTINUE WEST ON STATE ROUTE 20 FOR 5.35
 EE2238'MILES TO THE STATION ON THE RIGHT NEAR A PASTURE FENCE.
 EE2238'
 EE2238'THE STATION IS A STANDARD DISK STAMPED 057-227 AND SET IN A
 EE2238'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2238'UNDERGROUND MARK, STAMPED 057-227, WAS SET IN AN IRREGULAR MASS
 EE2238'OF CONCRETE 0.84 METERS BELOW THE STATION.
 EE2238'
 EE2238'THE STATION IS LOCATED 23.3 FEET NORTH OF THE CENTERLINE OF
 EE2238'STATE ROUTE 20, 19.6 FEET SOUTH OF A WITNESS POST AND A FENCE,
 EE2238'AND 19.3 FEET SOUTHWEST OF A POWER POLE.
 EE2238'
 EE2238'THE AZIMUTH MARK IS LOCATED 0.4 MILES EAST OF THE STATION ON
 EE2238'STATE ROUTE 20.  THE MARK IS A DISK STAMPED AZI AND SET IN A
 EE2238'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2238'MARK IS LOCATED 19.9 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 EE2238'20, 10.0 FEET SOUTHWEST OF THE BRIDGE ABUTMENT, AND 29.5 FEET
 EE2238'NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2216 ***********************************************************************
 EE2216  DESIGNATION -  BV 057 228
 EE2216  PID         -  EE2216
 EE2216  STATE/COUNTY-  GA/FLOYD
 EE2216  USGS QUAD   -  MELSON (1982)
 EE2216
 EE2216                         *CURRENT SURVEY CONTROL
 EE2216  ___________________________________________________________________
 EE2216* NAD 83(1994)-  34 13 33.34935(N)    085 24 20.88624(W)     ADJUSTED  
 EE2216* NAVD 88     -       186.3    (meters)     611.     (feet)  VERTCON   
 EE2216  ___________________________________________________________________
 EE2216  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EE2216  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE2216
 EE2216  HORZ ORDER  -  SECOND
 EE2216
 EE2216.The horizontal coordinates were established by classical geodetic methods
 EE2216.and adjusted by the National Geodetic Survey in September 1997..
 EE2216
 EE2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2216
 EE2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2216
 EE2216.The geoid height was determined by GEOID03.
 EE2216
 EE2216;                    North         East     Units Scale Factor Converg.
 EE2216;SPC GA W     -   469,256.813   585,834.860   MT  1.00006061   -0 41 49.3
 EE2216;SPC GA W     - 1,539,553.39  1,922,026.54   sFT  1.00006061   -0 41 49.3
 EE2216;UTM  16      - 3,788,356.314   646,836.862   MT  0.99986578   +0 53 48.6
 EE2216
 EE2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2216!SPC GA W     -   0.99997530  x   1.00006061  =   1.00003591
 EE2216!UTM  16      -   0.99997530  x   0.99986578  =   0.99984108
 EE2216
 EE2216:                Primary Azimuth Mark                     Grid Az
 EE2216:SPC GA W     -  BV 057 228 AZ MK                         077 43 50.5
 EE2216:UTM  16      -  BV 057 228 AZ MK                         076 08 12.6
 EE2216
 EE2216|---------------------------------------------------------------------|
 EE2216| PID    Reference Object                     Distance      Geod. Az  |
 EE2216|                                                           dddmmss.s |
 EE2216| CG4972 BV 057 228 AZ MK                                   0770201.2 |
 EE2216|---------------------------------------------------------------------|
 EE2216
 EE2216                          SUPERSEDED SURVEY CONTROL
 EE2216
 EE2216  NAD 83(1994)-  34 13 33.35183(N)    085 24 20.88829(W) AD(       ) 2
 EE2216  NAD 83(1986)-  34 13 33.35327(N)    085 24 20.88686(W) AD(       ) 2
 EE2216  NAD 27      -  34 13 33.01601(N)    085 24 21.04281(W) AD(       ) 2
 EE2216  NGVD 29 (07/19/86)  186.3    (m)          611.     (f) VERT ANG       
 EE2216
 EE2216.Superseded values are not recommended for survey control.
 EE2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2216.See file dsdata.txt to determine how the superseded data were derived.
 EE2216
 EE2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4683788356(NAD 83)
 EE2216_MARKER: DD = SURVEY DISK
 EE2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2216
 EE2216  HISTORY     - Date     Condition        Report By
 EE2216  HISTORY     - 1972     MONUMENTED       GADT
 EE2216
 EE2216                          STATION DESCRIPTION
 EE2216
 EE2216'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2216'THE STATION IS LOCATED 12.5 MILES SOUTH OF LYERLY, 13.5 MILES
 EE2216'WEST OF ROME, AND 9.1 MILES NORTHWEST OF CAVE SPRING.
 EE2216'
 EE2216'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20
 EE2216'WEST IN ROME, GO WEST ON STATE ROUTE 20 FOR 10.5 MILES TO STATE
 EE2216'ROUTE 100 SOUTH ON THE LEFT.  TURN LEFT AND GO SOUTH ON STATE
 EE2216'ROUTE 100 FOR 0.9 MILE TO COUNTY ROAD 2 ON THE RIGHT.  TURN
 EE2216'RIGHT AND GO WEST ON COUNTY ROAD 2 FOR 3.3 MILES TO THE STATION
 EE2216'ON THE LEFT.
 EE2216'
 EE2216'THE STATION IS A STANDARD DISK STAMPED 057-228 AND SET IN A
 EE2216'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2216'UNDERGROUND MARK, STAMPED 057-228, WAS SET IN AN IRREGULAR MASS
 EE2216'OF CONCRETE 0.87 METERS BELOW THE STATION.
 EE2216'
 EE2216'THE STATION IS LOCATED 17.2 FEET SOUTHEAST OF THE CENTERLINE OF
 EE2216'COUNTY ROAD 2, 4.2 FEET NORTH OF A WITNESS POST AND A FENCE, AND
 EE2216'5.6 FEET NORTHEAST OF A FENCE CORNER.
 EE2216'
 EE2216'THE AZIMUTH MARK IS LOCATED 0.4 MILES NORTHEAST OF THE STATION
 EE2216'ON SHIRLEY ROAD.  THE MARK IS A STANDARD DISK STAMPED AZI AND
 EE2216'SET IN A 10-INCH CYLINDRICAL CONCRETE POST.  THE MARK IS LOCATED
 EE2216'7.5 FEET WEST OF A TELEPHONE POLE, 13.7 FEET SOUTHWEST OF THE
 EE2216'CENTERLINE OF SHIRLEY ROAD, AND 41.5 FEET NORTH OF THE NORTHEAST
 EE2216'CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2198 ***********************************************************************
 EE2198  DESIGNATION -  BV 057 229 GAHD 1972
 EE2198  PID         -  EE2198
 EE2198  STATE/COUNTY-  GA/FLOYD
 EE2198  USGS QUAD   -  LIVINGSTON (1982)
 EE2198
 EE2198                         *CURRENT SURVEY CONTROL
 EE2198  ___________________________________________________________________
 EE2198* NAD 83(1994)-  34 13 10.63590(N)    085 21 01.14407(W)     ADJUSTED  
 EE2198* NAVD 88     -       217.6    (meters)     714.     (feet)  VERTCON   
 EE2198  ___________________________________________________________________
 EE2198  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 EE2198  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE2198
 EE2198  HORZ ORDER  -  SECOND
 EE2198
 EE2198.The horizontal coordinates were established by classical geodetic methods
 EE2198.and adjusted by the National Geodetic Survey in September 1997..
 EE2198
 EE2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2198
 EE2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2198
 EE2198.The geoid height was determined by GEOID03.
 EE2198
 EE2198;                    North         East     Units Scale Factor Converg.
 EE2198;SPC GA W     -   468,496.158   590,938.900   MT  1.00004657   -0 39 56.6
 EE2198;SPC GA W     - 1,537,057.81  1,938,772.04   sFT  1.00004657   -0 39 56.6
 EE2198;UTM  16      - 3,787,738.019   651,959.170   MT  0.99988465   +0 55 40.5
 EE2198
 EE2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2198!SPC GA W     -   0.99997039  x   1.00004657  =   1.00001696
 EE2198!UTM  16      -   0.99997039  x   0.99988465  =   0.99985504
 EE2198
 EE2198:                Primary Azimuth Mark                     Grid Az
 EE2198:SPC GA W     -  MT ALTO LOT                              082 39 20.4
 EE2198:UTM  16      -  MT ALTO LOT                              081 03 43.3
 EE2198
 EE2198|---------------------------------------------------------------------|
 EE2198| PID    Reference Object                     Distance      Geod. Az  |
 EE2198|                                                           dddmmss.s |
 EE2198| EE2197 MT ALTO LOT                         APPROX.10.7 KM 0815923.8 |
 EE2198|---------------------------------------------------------------------|
 EE2198
 EE2198                          SUPERSEDED SURVEY CONTROL
 EE2198
 EE2198  NAD 83(1994)-  34 13 10.63859(N)    085 21 01.14611(W) AD(       ) 2
 EE2198  NAD 83(1986)-  34 13 10.64005(N)    085 21 01.14466(W) AD(       ) 2
 EE2198  NAD 27      -  34 13 10.30180(N)    085 21 01.30605(W) AD(       ) 2
 EE2198  NGVD 29 (07/19/86)  217.6    (m)          714.     (f) VERT ANG       
 EE2198
 EE2198.Superseded values are not recommended for survey control.
 EE2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2198.See file dsdata.txt to determine how the superseded data were derived.
 EE2198
 EE2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5195987738(NAD 83)
 EE2198_MARKER: DD = SURVEY DISK
 EE2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2198+STABILITY: SURFACE MOTION
 EE2198
 EE2198  HISTORY     - Date     Condition        Report By
 EE2198  HISTORY     - 1972     MONUMENTED       GADT
 EE2198
 EE2198                          STATION DESCRIPTION
 EE2198
 EE2198'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2198'THE STATION IS LOCATED WEST-SOUTHWEST OF ROME, 8.8 MILES
 EE2198'EAST-NORTHEAST OF THE INTERSECTION OF U.S. 411 AND STATE ROUTE 1,
 EE2198'4.1 MILES NORTH-NORTHEAST OF THE INTERSECTION OF STATE ROUTE 20
 EE2198'AND STATE ROUTE 100 ON THE PROPERTY OF MRS EVANS.
 EE2198'
 EE2198'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20 IN
 EE2198'ROME, GO WEST ON STATE ROUTE 20 FOR 10.5 MILES TO STATE ROUTE 100
 EE2198'SOUTH ON THE LEFT.  TURN LEFT AND GO SOUTH ON STATE ROUTE 100 FOR
 EE2198'2.4 MILES TO THE STATION ON THE RIGHT.
 EE2198'
 EE2198'THE STATION IS A STANDARD DISK STAMPED 057-229 AND SET IN A
 EE2198'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2198'UNDERGROUND MARK, STAMPED 057-229, WAS SET IN AN IRREGULAR MASS
 EE2198'OF CONCRETE 0.84 METERS BELOW THE STATION.
 EE2198'
 EE2198'THE STATION IS LOCATED 206.0 FEET SOUTH OF A TELEPHONE CABLE BOX,
 EE2198'89.6 FEET NORTH OF A GUIDE WIRE POLE, AND 7.2 FEET WEST OF A
 EE2198'WITNESS POST.
 EE2198'
 EE2198'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  ROME
 EE2198'MT ALTO LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2199 ***********************************************************************
 EE2199  DESIGNATION -  BV 057 230 GAHD 1972
 EE2199  PID         -  EE2199
 EE2199  STATE/COUNTY-  GA/FLOYD
 EE2199  USGS QUAD   -  LIVINGSTON (1982)
 EE2199
 EE2199                         *CURRENT SURVEY CONTROL
 EE2199  ___________________________________________________________________
 EE2199* NAD 83(1994)-  34 13 17.29416(N)    085 17 10.91762(W)     ADJUSTED  
 EE2199* NAVD 88     -       209.2    (meters)     686.     (feet)  VERTCON   
 EE2199  ___________________________________________________________________
 EE2199  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EE2199  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2199
 EE2199  HORZ ORDER  -  SECOND
 EE2199
 EE2199.The horizontal coordinates were established by classical geodetic methods
 EE2199.and adjusted by the National Geodetic Survey in September 1997..
 EE2199
 EE2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2199
 EE2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2199
 EE2199.The geoid height was determined by GEOID03.
 EE2199
 EE2199;                    North         East     Units Scale Factor Converg.
 EE2199;SPC GA W     -   468,634.692   596,833.931   MT  1.00003115   -0 37 47.2
 EE2199;SPC GA W     - 1,537,512.32  1,958,112.66   sFT  1.00003115   -0 37 47.2
 EE2199;UTM  16      - 3,788,040.403   657,847.226   MT  0.99990713   +0 57 50.2
 EE2199
 EE2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2199!SPC GA W     -   0.99997171  x   1.00003115  =   1.00000286
 EE2199!UTM  16      -   0.99997171  x   0.99990713  =   0.99987884
 EE2199
 EE2199:                Primary Azimuth Mark                     Grid Az
 EE2199:SPC GA W     -  MT ALTO LOT                              075 27 58.2
 EE2199:UTM  16      -  MT ALTO LOT                              073 52 20.8
 EE2199
 EE2199|---------------------------------------------------------------------|
 EE2199| PID    Reference Object                     Distance      Geod. Az  |
 EE2199|                                                           dddmmss.s |
 EE2199| EE2197 MT ALTO LOT                         APPROX. 4.9 KM 0745011.0 |
 EE2199|---------------------------------------------------------------------|
 EE2199
 EE2199                          SUPERSEDED SURVEY CONTROL
 EE2199
 EE2199  NAD 83(1994)-  34 13 17.29707(N)    085 17 10.91969(W) AD(       ) 2
 EE2199  NAD 83(1986)-  34 13 17.29857(N)    085 17 10.91821(W) AD(       ) 2
 EE2199  NAD 27      -  34 13 16.95888(N)    085 17 11.08499(W) AD(       ) 2
 EE2199  NGVD 29 (07/19/86)  209.2    (m)          686.     (f) VERT ANG       
 EE2199
 EE2199.Superseded values are not recommended for survey control.
 EE2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2199.See file dsdata.txt to determine how the superseded data were derived.
 EE2199
 EE2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5784788040(NAD 83)
 EE2199_MARKER: DD = SURVEY DISK
 EE2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2199+STABILITY: SURFACE MOTION
 EE2199
 EE2199  HISTORY     - Date     Condition        Report By
 EE2199  HISTORY     - 1972     MONUMENTED       GADT
 EE2199
 EE2199                          STATION DESCRIPTION
 EE2199
 EE2199'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2199'THE STATION IS LOCATED 7.4 MILES WEST-SOUTHWEST OF ROME, 8.4 MILES
 EE2199'NORTH-NORTHEAST OF CAVE SPRINGS, AND 7.1 MILES EAST-SOUTHEAST OF
 EE2199'THE INTERSECTION OF STATE ROUTE 20 AND STATE ROUTE 100 NORTH.
 EE2199'
 EE2199'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 20 IN
 EE2199'ROME, GO WEST ON STATE ROUTE 20 FOR 2.2 MILES TO THE INTERSECTION
 EE2199'OF COUNTY ROAD 1366 ON THE LEFT.  TURN LEFT AND GO SOUTH ON COUNTY
 EE2199'ROAD 1366 FOR 5.9 MILES TO THE STATION ON THE RIGHT.
 EE2199'
 EE2199'THE STATION IS A STANDARD DISK STAMPED 057-230 AND SET IN A
 EE2199'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2199'UNDERGROUND MARK, STAMPED 057-230, AND SET IN AN IRREGULAR MASS
 EE2199'OF CONCRETE 0.93 METERS BELOW THE STATION.
 EE2199'
 EE2199'THE STATION IS LOCATED 2.8 FEET SOUTHWEST OF A WITNESS POST, 33.2
 EE2199'FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 1366, 87.3 FEET
 EE2199'EAST OF AN 8-INCH PINE TREE, AND 91.2 FEET NORTH OF A POWER POLE.
 EE2199'
 EE2199'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  ROME
 EE2199'MT ALTO LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2202 ***********************************************************************
 EE2202  DESIGNATION -  BV 057 231
 EE2202  PID         -  EE2202
 EE2202  STATE/COUNTY-  GA/FLOYD
 EE2202  USGS QUAD   -  LIVINGSTON (1982)
 EE2202
 EE2202                         *CURRENT SURVEY CONTROL
 EE2202  ___________________________________________________________________
 EE2202* NAD 83(1994)-  34 08 53.02264(N)    085 17 28.44484(W)     ADJUSTED  
 EE2202* NAVD 88     -       246.0    (meters)     807.     (feet)  VERTCON   
 EE2202  ___________________________________________________________________
 EE2202  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EE2202  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE2202
 EE2202  HORZ ORDER  -  SECOND
 EE2202
 EE2202.The horizontal coordinates were established by classical geodetic methods
 EE2202.and adjusted by the National Geodetic Survey in September 1997..
 EE2202
 EE2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2202
 EE2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2202
 EE2202.The geoid height was determined by GEOID03.
 EE2202
 EE2202;                    North         East     Units Scale Factor Converg.
 EE2202;SPC GA W     -   460,496.945   596,295.515   MT  1.00003253   -0 37 52.7
 EE2202;SPC GA W     - 1,510,813.73  1,956,346.20   sFT  1.00003253   -0 37 52.7
 EE2202;UTM  16      - 3,779,891.859   657,535.169   MT  0.99990593   +0 57 33.8
 EE2202
 EE2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2202!SPC GA W     -   0.99996594  x   1.00003253  =   0.99999847
 EE2202!UTM  16      -   0.99996594  x   0.99990593  =   0.99987187
 EE2202
 EE2202:                Primary Azimuth Mark                     Grid Az
 EE2202:SPC GA W     -  BV 057 231 AZ MK                         285 32 47.4
 EE2202:UTM  16      -  BV 057 231 AZ MK                         283 57 20.9
 EE2202
 EE2202|---------------------------------------------------------------------|
 EE2202| PID    Reference Object                     Distance      Geod. Az  |
 EE2202|                                                           dddmmss.s |
 EE2202| CG4973 BV 057 231 AZ MK                                   2845454.7 |
 EE2202|---------------------------------------------------------------------|
 EE2202
 EE2202                          SUPERSEDED SURVEY CONTROL
 EE2202
 EE2202  NAD 83(1994)-  34 08 53.02553(N)    085 17 28.44656(W) AD(       ) 2
 EE2202  NAD 83(1986)-  34 08 53.02704(N)    085 17 28.44493(W) AD(       ) 2
 EE2202  NAD 27      -  34 08 52.68062(N)    085 17 28.61386(W) AD(       ) 2
 EE2202  NGVD 29 (07/19/86)  245.9    (m)          807.     (f) VERT ANG       
 EE2202
 EE2202.Superseded values are not recommended for survey control.
 EE2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2202.See file dsdata.txt to determine how the superseded data were derived.
 EE2202
 EE2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5753579892(NAD 83)
 EE2202_MARKER: DD = SURVEY DISK
 EE2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2202
 EE2202  HISTORY     - Date     Condition        Report By
 EE2202  HISTORY     - 1972     MONUMENTED       GADT
 EE2202  HISTORY     - 20060615 MARK NOT FOUND   GADT
 EE2202
 EE2202                          STATION DESCRIPTION
 EE2202
 EE2202'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2202'THE STATION IS LOCATED 9.8 MILES SOUTHWEST OF ROME, 3.8 MILES
 EE2202'NORTHEAST OF CAVE SPRING, AND 9.6 MILES NORTH OF CEDARTOWN.
 EE2202'
 EE2202'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 53
 EE2202'WEST 5-1/2 MILES SOUTH OF ROME, GO WEST ON STATE ROUTE 53 FOR
 EE2202'5.75 MILES TO THE STATION ON THE LEFT AT THE TOP OF A CUT BANK.
 EE2202'
 EE2202'THE STATION IS A STANDARD DISK STAMPED 057-231 AND SET IN A
 EE2202'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2202'UNDERGROUND MARK, STAMPED 057-231, WAS SET IN AN IRREGULAR MASS
 EE2202'OF CONCRETE 0.89 METERS BELOW THE STATION.
 EE2202'
 EE2202'THE STATION IS LOCATED 5.0 FEET NORTH OF A WITNESS POST, 23.0
 EE2202'FEET NORTHEAST OF A 23-INCH OAK TREE, AND 6.4 FEET WEST OF A FENCE.
 EE2202'
 EE2202'THE AZIMUTH MARK IS LOCATED 0.2 MILE NORTHWEST OF THE STATION
 EE2202'ON COUNTY ROAD 33.  THE MARK IS A STANDARD DISK STAMPED AZI AND
 EE2202'SET IN A 10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK
 EE2202'IS LOCATED 13.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 33,
 EE2202'AND 60.4 FEET NORTHEAST OF A 10-INCH CEDAR TREE.
 EE2202
 EE2202                          STATION RECOVERY (2006)
 EE2202
 EE2202'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2191 ***********************************************************************
 EE2191  DESIGNATION -  BV 057 232 GAHD 1972
 EE2191  PID         -  EE2191
 EE2191  STATE/COUNTY-  GA/FLOYD
 EE2191  USGS QUAD   -  ROME SOUTH (1985)
 EE2191
 EE2191                         *CURRENT SURVEY CONTROL
 EE2191  ___________________________________________________________________
 EE2191* NAD 83(1994)-  34 11 34.84913(N)    085 14 35.92281(W)     ADJUSTED  
 EE2191* NAVD 88     -       182.8    (meters)     600.     (feet)  VERTCON   
 EE2191  ___________________________________________________________________
 EE2191  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EE2191  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE2191
 EE2191  HORZ ORDER  -  SECOND
 EE2191
 EE2191.The horizontal coordinates were established by classical geodetic methods
 EE2191.and adjusted by the National Geodetic Survey in September 1997..
 EE2191
 EE2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2191
 EE2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2191
 EE2191.The geoid height was determined by GEOID03.
 EE2191
 EE2191;                    North         East     Units Scale Factor Converg.
 EE2191;SPC GA W     -   465,435.414   600,767.648   MT  1.00002134   -0 36 18.4
 EE2191;SPC GA W     - 1,527,016.02  1,971,018.53   sFT  1.00002134   -0 36 18.4
 EE2191;UTM  16      - 3,784,952.069   661,867.920   MT  0.99992298   +0 59 14.8
 EE2191
 EE2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2191!SPC GA W     -   0.99997585  x   1.00002134  =   0.99999719
 EE2191!UTM  16      -   0.99997585  x   0.99992298  =   0.99989884
 EE2191
 EE2191:                Primary Azimuth Mark                     Grid Az
 EE2191:SPC GA W     -  MT ALTO LOT                              010 37 36.0
 EE2191:UTM  16      -  MT ALTO LOT                              009 02 02.8
 EE2191
 EE2191|---------------------------------------------------------------------|
 EE2191| PID    Reference Object                     Distance      Geod. Az  |
 EE2191|                                                           dddmmss.s |
 EE2191| EE2197 MT ALTO LOT                         APPROX. 4.5 KM 0100117.6 |
 EE2191|---------------------------------------------------------------------|
 EE2191
 EE2191                          SUPERSEDED SURVEY CONTROL
 EE2191
 EE2191  NAD 83(1994)-  34 11 34.85218(N)    085 14 35.92475(W) AD(       ) 2
 EE2191  NAD 83(1986)-  34 11 34.85376(N)    085 14 35.92324(W) AD(       ) 2
 EE2191  NAD 27      -  34 11 34.51051(N)    085 14 36.09585(W) AD(       ) 2
 EE2191  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 EE2191
 EE2191.Superseded values are not recommended for survey control.
 EE2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2191.See file dsdata.txt to determine how the superseded data were derived.
 EE2191
 EE2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6186884952(NAD 83)
 EE2191_MARKER: DD = SURVEY DISK
 EE2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2191+STABILITY: SURFACE MOTION
 EE2191
 EE2191  HISTORY     - Date     Condition        Report By
 EE2191  HISTORY     - 1972     MONUMENTED       GADT
 EE2191
 EE2191                          STATION DESCRIPTION
 EE2191
 EE2191'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2191'THE STATION IS LOCATED 5.7 MILES SOUTH-SOUTHWEST OF ROME, 8.4
 EE2191'MILES NORTH-NORTHEAST OF CAVE SPRING, 13.2 MILES NORTH OF CEDARTOWN.
 EE2191'
 EE2191'TO REACH FROM THE INTERSECTION OF U.S. 27, STATE ROUTE 53, AND
 EE2191'COUNTY ROAD 14 ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF ROME, GO
 EE2191'WEST ON COUNTY ROAD 14 FOR 2.7 MILES TO THE STATION ON THE RIGHT.
 EE2191'
 EE2191'THE STATION IS A STANDARD DISK STAMPED 057-232 AND SET IN A
 EE2191'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2191'UNDERGROUND MARK, STAMPED 057-232, WAS SET 0.92 METERS BELOW THE
 EE2191'STATION IN AN IRREGULAR MASS OF CONCRETE.
 EE2191'
 EE2191'THE STATION IS LOCATED 4.5 FEET SOUTHWEST OF A FENCE, 3.2 FEET
 EE2191'NORTHEAST OF A WITNESS POST, 49.6 FEET SOUTHEAST OF A TELEPHONE
 EE2191'POLE, AND 166.9 FEET SOUTHWEST OF A TELEPHONE POLE.
 EE2191'
 EE2191'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  ROME
 EE2191'MT ALTO LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2200 ***********************************************************************
 EE2200  DESIGNATION -  BV 057 233 GAHD 1972
 EE2200  PID         -  EE2200
 EE2200  STATE/COUNTY-  GA/FLOYD
 EE2200  USGS QUAD   -  LIVINGSTON (1982)
 EE2200
 EE2200                         *CURRENT SURVEY CONTROL
 EE2200  ___________________________________________________________________
 EE2200* NAD 83(1994)-  34 11 31.65859(N)    085 17 48.55076(W)     ADJUSTED  
 EE2200* NAVD 88     -       214.4    (meters)     703.     (feet)  VERTCON   
 EE2200  ___________________________________________________________________
 EE2200  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EE2200  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2200
 EE2200  HORZ ORDER  -  SECOND
 EE2200
 EE2200.The horizontal coordinates were established by classical geodetic methods
 EE2200.and adjusted by the National Geodetic Survey in September 1997..
 EE2200
 EE2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2200
 EE2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2200
 EE2200.The geoid height was determined by GEOID03.
 EE2200
 EE2200;                    North         East     Units Scale Factor Converg.
 EE2200;SPC GA W     -   465,390.491   595,834.617   MT  1.00003371   -0 38 06.6
 EE2200;SPC GA W     - 1,526,868.64  1,954,834.07   sFT  1.00003371   -0 38 06.6
 EE2200;UTM  16      - 3,784,770.089   656,938.606   MT  0.99990361   +0 57 26.4
 EE2200
 EE2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2200!SPC GA W     -   0.99997089  x   1.00003371  =   1.00000460
 EE2200!UTM  16      -   0.99997089  x   0.99990361  =   0.99987451
 EE2200
 EE2200:                Primary Azimuth Mark                     Grid Az
 EE2200:SPC GA W     -  MT ALTO LOT                              052 09 04.2
 EE2200:UTM  16      -  MT ALTO LOT                              050 33 31.2
 EE2200
 EE2200|---------------------------------------------------------------------|
 EE2200| PID    Reference Object                     Distance      Geod. Az  |
 EE2200|                                                           dddmmss.s |
 EE2200| EE2197 MT ALTO LOT                         APPROX. 7.3 KM 0513057.6 |
 EE2200|---------------------------------------------------------------------|
 EE2200
 EE2200                          SUPERSEDED SURVEY CONTROL
 EE2200
 EE2200  NAD 83(1994)-  34 11 31.66146(N)    085 17 48.55269(W) AD(       ) 2
 EE2200  NAD 83(1986)-  34 11 31.66296(N)    085 17 48.55116(W) AD(       ) 2
 EE2200  NAD 27      -  34 11 31.32053(N)    085 17 48.71828(W) AD(       ) 2
 EE2200  NGVD 29 (07/19/86)  214.4    (m)          703.     (f) VERT ANG       
 EE2200
 EE2200.Superseded values are not recommended for survey control.
 EE2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2200.See file dsdata.txt to determine how the superseded data were derived.
 EE2200
 EE2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5693984770(NAD 83)
 EE2200_MARKER: DD = SURVEY DISK
 EE2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2200+STABILITY: SURFACE MOTION
 EE2200
 EE2200  HISTORY     - Date     Condition        Report By
 EE2200  HISTORY     - 1972     MONUMENTED       GADT
 EE2200
 EE2200                          STATION DESCRIPTION
 EE2200
 EE2200'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2200'THE STATION IS LOCATED 6.2 MILES NORTH-NORTHEAST OF CAVE
 EE2200'SPRINGS, 5.1 MILES SOUTHEAST OF THE INTERSECTION OF STATE ROUTES
 EE2200'20 AND 100 SOUTH, AND 12.4 MILES NORTH-NORTHWEST OF CEDARTOWN ON
 EE2200'THE PROPERTY OF MR. BILL BARNES.
 EE2200'
 EE2200'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 EE2200'ROUTE 53 AND COUNTY ROAD 14, ABOUT 4.5 MILES SOUTH-SOUTHWEST OF
 EE2200'ROME, GO WEST ON COUNTY ROAD 14 FOR 5.65 MILES TO THE COMMUNITY
 EE2200'CHAPEL BAPTIST CHURCH ON THE LEFT.  THE STATION IS LOCATED NORTH
 EE2200'OF COUNTY ROAD 14 IN A FIELD.
 EE2200'
 EE2200'THE STATION IS A STANDARD DISK STAMPED 057-233, SET IN A 10
 EE2200'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2200'UNDERGROUND MARK, STAMPED 057-233, WAS SET IN AN IRREGULAR MASS
 EE2200'OF CONCRETE 0.86 METER BELOW THE STATION.  IT IS LOCATED 5.6
 EE2200'FEET NORTH OF A WITNESS POST, 17.5 FEET EAST OF A 4 INCH PINE
 EE2200'TREE, AND 16.6 FEET SOUTHEAST OF A 10 INCH TWIN PINE TREE.
 EE2200'
 EE2200'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.  ROME
 EE2200'MT ALTO LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2149 ***********************************************************************
 EE2149  DESIGNATION -  BV 057 234 GAHD 1972
 EE2149  PID         -  EE2149
 EE2149  STATE/COUNTY-  GA/FLOYD
 EE2149  USGS QUAD   -  WAX (1968)
 EE2149
 EE2149                         *CURRENT SURVEY CONTROL
 EE2149  ___________________________________________________________________
 EE2149* NAD 83(1994)-  34 09 45.13940(N)    085 07 08.98364(W)     ADJUSTED  
 EE2149* NAVD 88     -       354.7    (meters)    1164.     (feet)  VERTCON   
 EE2149  ___________________________________________________________________
 EE2149  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EE2149  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2149
 EE2149  HORZ ORDER  -  SECOND
 EE2149
 EE2149.The horizontal coordinates were established by classical geodetic methods
 EE2149.and adjusted by the National Geodetic Survey in September 1997..
 EE2149
 EE2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2149
 EE2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2149
 EE2149.The geoid height was determined by GEOID03.
 EE2149
 EE2149;                    North         East     Units Scale Factor Converg.
 EE2149;SPC GA W     -   461,941.243   612,179.143   MT  0.99999504   -0 32 05.6
 EE2149;SPC GA W     - 1,515,552.23  2,008,457.74   sFT  0.99999504   -0 32 05.6
 EE2149;UTM  16      - 3,781,776.464   673,371.376   MT  0.99997053   +1 03 23.2
 EE2149
 EE2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2149!SPC GA W     -   0.99994889  x   0.99999504  =   0.99994393
 EE2149!UTM  16      -   0.99994889  x   0.99997053  =   0.99991942
 EE2149
 EE2149|---------------------------------------------------------------------|
 EE2149| PID    Reference Object                     Distance      Geod. Az  |
 EE2149|                                                           dddmmss.s |
 EE2149| EE2150 BV 057 235 GAHD 1972                 44.314 METERS 29956     |
 EE2149| EE2187 BROWN                               APPROX. 5.5 KM 3225257.4 |
 EE2149|---------------------------------------------------------------------|
 EE2149
 EE2149                          SUPERSEDED SURVEY CONTROL
 EE2149
 EE2149  NAD 83(1994)-  34 09 45.14293(N)    085 07 08.98540(W) AD(       ) 2
 EE2149  NAD 83(1986)-  34 09 45.14448(N)    085 07 08.98380(W) AD(       ) 2
 EE2149  NAD 27      -  34 09 44.79588(N)    085 07 09.16980(W) AD(       ) 2
 EE2149  NGVD 29 (07/19/86)  354.6    (m)         1163.     (f) VERT ANG       
 EE2149
 EE2149.Superseded values are not recommended for survey control.
 EE2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2149.See file dsdata.txt to determine how the superseded data were derived.
 EE2149
 EE2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7337181776(NAD 83)
 EE2149_MARKER: DD = SURVEY DISK
 EE2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2149+STABILITY: SURFACE MOTION
 EE2149
 EE2149  HISTORY     - Date     Condition        Report By
 EE2149  HISTORY     - 1972     MONUMENTED       GADT
 EE2149
 EE2149                          STATION DESCRIPTION
 EE2149
 EE2149'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2149'THE STATION IS LOCATED 7.6 MILES SOUTH-SOUTHEAST OF ROME, 12.4
 EE2149'MILES WEST-NORTHWEST OF STILESBORO, AND 10.5 MILES WEST OF EUHARLEE.
 EE2149'
 EE2149'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 411 AND
 EE2149'STATE ROUTE 101 IN ROME, GO SOUTH ON STATE ROUTE 101 FOR 4.5
 EE2149'MILES TO COUNTY ROAD 91370 ON THE LEFT.  TURN LEFT AND GO EAST
 EE2149'ON COUNTY ROAD 91370 FOR 1.9 MILES TO HARDIN ROAD ON THE
 EE2149'LEFT.  TURN LEFT AND GO NORTH ON HARDIN ROAD FOR 0.9 MILE TO THE
 EE2149'STATION.
 EE2149'
 EE2149'THE STATION IS A STANDARD DISK STAMPED 057-234, SET IN A 10
 EE2149'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2149'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-234, SET IN AN
 EE2149'IRREGULAR MASS OF CONCRETE 0.67 METER BELOW THE STATION.  IT IS
 EE2149'LOCATED 3.8 FEET WEST OF A WITNESS POST, 71.0 FEET SOUTHEAST OF
 EE2149'THE EAST CORNER OF A FENCE, 42.9 FEET NORTHEAST OF THE SOUTHEAST
 EE2149'CORNER OF THE FENCE, AND 3.9 FEET EAST-SOUTHEAST OF A RED AND
 EE2149'WHITE STANDPIPE.
 EE2149'
 EE2149'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  THE
 EE2149'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE2149'
 EE2149'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 057-235 RM 1
 EE2149'057-234 SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE2149'FLUSH WITH THE SURFACE OF THE GROUND WITH AN UNDERGROUND MARK
 EE2149'STAMPED 057-235 SET IN AN IRREGULAR MASS OF CONCRETE 0.72 METERS
 EE2149'BELOW THE GROUND SURFACE.  IT IS LOCATED 6.5 FEET NORTH OF THE
 EE2149'NORTHWEST CORNER OF A FENCE AND 9.3 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2151 ***********************************************************************
 EE2151  DESIGNATION -  BV 057 236 GAHD 1972
 EE2151  PID         -  EE2151
 EE2151  STATE/COUNTY-  GA/FLOYD
 EE2151  USGS QUAD   -  WAX (1968)
 EE2151
 EE2151                         *CURRENT SURVEY CONTROL
 EE2151  ___________________________________________________________________
 EE2151* NAD 83(1994)-  34 10 00.90321(N)    085 03 50.70570(W)     ADJUSTED  
 EE2151* NAVD 88     -       263.2    (meters)     864.     (feet)  VERTCON   
 EE2151  ___________________________________________________________________
 EE2151  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 EE2151  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EE2151
 EE2151  HORZ ORDER  -  SECOND
 EE2151
 EE2151.The horizontal coordinates were established by classical geodetic methods
 EE2151.and adjusted by the National Geodetic Survey in September 1997..
 EE2151
 EE2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2151
 EE2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2151
 EE2151.The geoid height was determined by GEOID03.
 EE2151
 EE2151;                    North         East     Units Scale Factor Converg.
 EE2151;SPC GA W     -   462,380.900   617,261.738   MT  0.99998436   -0 30 14.5
 EE2151;SPC GA W     - 1,516,994.67  2,025,132.89   sFT  0.99998436   -0 30 14.5
 EE2151;UTM  16      - 3,782,357.102   678,439.759   MT  0.99999251   +1 05 15.0
 EE2151
 EE2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2151!SPC GA W     -   0.99996325  x   0.99998436  =   0.99994761
 EE2151!UTM  16      -   0.99996325  x   0.99999251  =   0.99995576
 EE2151
 EE2151:                Primary Azimuth Mark                     Grid Az
 EE2151:SPC GA W     -  MULLINAX MTN LOT                         107 07 07.7
 EE2151:UTM  16      -  MULLINAX MTN LOT                         105 31 38.2
 EE2151
 EE2151|---------------------------------------------------------------------|
 EE2151| PID    Reference Object                     Distance      Geod. Az  |
 EE2151|                                                           dddmmss.s |
 EE2151| EE2153 MULLINAX MTN LOT                    APPROX. 2.8 KM 1063653.2 |
 EE2151| EE2148 VORTAC ROME RMG                     APPROX. 5.1 KM 2643612.4 |
 EE2151|---------------------------------------------------------------------|
 EE2151
 EE2151                          SUPERSEDED SURVEY CONTROL
 EE2151
 EE2151  NAD 83(1994)-  34 10 00.90708(N)    085 03 50.70742(W) AD(       ) 2
 EE2151  NAD 83(1986)-  34 10 00.90874(N)    085 03 50.70588(W) AD(       ) 2
 EE2151  NAD 27      -  34 10 00.56070(N)    085 03 50.89757(W) AD(       ) 2
 EE2151  NGVD 29 (07/19/86)  263.2    (m)          864.     (f) VERT ANG       
 EE2151
 EE2151.Superseded values are not recommended for survey control.
 EE2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2151.See file dsdata.txt to determine how the superseded data were derived.
 EE2151
 EE2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7844082357(NAD 83)
 EE2151_MARKER: DD = SURVEY DISK
 EE2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2151+STABILITY: SURFACE MOTION
 EE2151
 EE2151  HISTORY     - Date     Condition        Report By
 EE2151  HISTORY     - 1972     MONUMENTED       GADT
 EE2151
 EE2151                          STATION DESCRIPTION
 EE2151
 EE2151'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2151'THE STATION IS LOCATED 7.5 MILES WEST OF EUHARLEE, 8.8 MILES
 EE2151'SOUTHEAST OF ROME, AND 8.3 MILES NORTH OF ARAGON.
 EE2151'
 EE2151'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 411 AND
 EE2151'STATE ROUTE 101 IN ROME, GO EAST ON U.S. 411 FOR 6.25 MILES TO
 EE2151'THE INTERSECTION OF U.S. 411 AND COUNTY ROAD 110 ON THE
 EE2151'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON COUNTY ROAD 110 FOR 1.6
 EE2151'MILES TO CHULIO ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON
 EE2151'CHULIO ROAD FOR 0.35 MILE TO LOVELL ROAD ON THE RIGHT.  TURN
 EE2151'RIGHT AND GO SOUTH ON LOVELL ROAD FOR 0.6 MILE TO TERHUNE ROAD
 EE2151'ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON TERHUNE ROAD FOR
 EE2151'1.1 MILES TO DRUID ROAD ON THE LEFT.  TURN LEFT AND GO
 EE2151'SOUTHEAST ON DRUID ROAD FOR 0.65 MILE TO COUNTY ROAD 89 ON THE
 EE2151'RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 89 FOR 1.1
 EE2151'MILES TO THE STATION ON THE LEFT.
 EE2151'
 EE2151'THE STATION IS A STANDARD DISK STAMPED 057-236, SET IN A 10
 EE2151'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2151'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-236, SET IN AN
 EE2151'IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE STATION.  IT IS
 EE2151'LOCATED 35.4 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 89, 4.6
 EE2151'FEET NORTH OF A WITNESS POST, 12.3 FEET NORTHWEST OF A FENCE
 EE2151'POST, AND 12.2 FEET NORTHEAST OF A FENCE POST.
 EE2151'
 EE2151'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2151'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2214 ***********************************************************************
 EE2214  DESIGNATION -  BV 057 237 GAHD 1972
 EE2214  PID         -  EE2214
 EE2214  STATE/COUNTY-  GA/FLOYD
 EE2214  USGS QUAD   -  MELSON (1982)
 EE2214
 EE2214                         *CURRENT SURVEY CONTROL
 EE2214  ___________________________________________________________________
 EE2214* NAD 83(1994)-  34 11 12.38925(N)    085 23 12.58252(W)     ADJUSTED  
 EE2214* NAVD 88     -       207.3    (meters)     680.     (feet)  VERTCON   
 EE2214  ___________________________________________________________________
 EE2214  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EE2214  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE2214
 EE2214  HORZ ORDER  -  SECOND
 EE2214
 EE2214.The horizontal coordinates were established by classical geodetic methods
 EE2214.and adjusted by the National Geodetic Survey in September 1997..
 EE2214
 EE2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2214
 EE2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2214
 EE2214.The geoid height was determined by GEOID03.
 EE2214
 EE2214;                    North         East     Units Scale Factor Converg.
 EE2214;SPC GA W     -   464,892.400   587,531.014   MT  1.00005588   -0 41 08.4
 EE2214;SPC GA W     - 1,525,234.48  1,927,591.34   sFT  1.00005588   -0 41 08.4
 EE2214;UTM  16      - 3,784,041.558   648,653.350   MT  0.99987240   +0 54 23.7
 EE2214
 EE2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2214!SPC GA W     -   0.99997200  x   1.00005588  =   1.00002788
 EE2214!UTM  16      -   0.99997200  x   0.99987240  =   0.99984441
 EE2214
 EE2214:                Primary Azimuth Mark                     Grid Az
 EE2214:SPC GA W     -  MT ALTO LOT                              070 30 53.2
 EE2214:UTM  16      -  MT ALTO LOT                              068 55 21.1
 EE2214
 EE2214|---------------------------------------------------------------------|
 EE2214| PID    Reference Object                     Distance      Geod. Az  |
 EE2214|                                                           dddmmss.s |
 EE2214| EE2197 MT ALTO LOT                         APPROX.14.9 KM 0694944.8 |
 EE2214|---------------------------------------------------------------------|
 EE2214
 EE2214                          SUPERSEDED SURVEY CONTROL
 EE2214
 EE2214  NAD 83(1994)-  34 11 12.39165(N)    085 23 12.58425(W) AD(       ) 2
 EE2214  NAD 83(1986)-  34 11 12.39321(N)    085 23 12.58281(W) AD(       ) 2
 EE2214  NAD 27      -  34 11 12.05020(N)    085 23 12.74063(W) AD(       ) 2
 EE2214  NGVD 29 (07/19/86)  207.3    (m)          680.     (f) VERT ANG       
 EE2214
 EE2214.Superseded values are not recommended for survey control.
 EE2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2214.See file dsdata.txt to determine how the superseded data were derived.
 EE2214
 EE2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4865384042(NAD 83)
 EE2214_MARKER: DD = SURVEY DISK
 EE2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2214+STABILITY: SURFACE MOTION
 EE2214
 EE2214  HISTORY     - Date     Condition        Report By
 EE2214  HISTORY     - 1972     MONUMENTED       GADT
 EE2214
 EE2214                          STATION DESCRIPTION
 EE2214
 EE2214'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2214'THE STATION IS LOCATED 6.0 MILES NORTH-NORTHWEST OF CAVE SPRING,
 EE2214'12.4 MILES NORTH-NORTHEAST OF ETNA, AND 13.2 MILES
 EE2214'WEST-SOUTHWEST OF ROME.
 EE2214'
 EE2214'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 411 SOUTH OF
 EE2214'ROME, GO SOUTH ON U.S. 411 FOR 9.8 MILES TO STATE ROUTE 100
 EE2214'SOUTH IN CAVE SPRING.  TURN RIGHT AND CONTINUE ON U.S. 411 FOR
 EE2214'0.93 MILES TO STATE ROUTE 100 NORTH ON THE RIGHT.  TURN RIGHT
 EE2214'AND GO NORTH ON STATE ROUTE 100 FOR 5.15 MILES TO COUNTY ROAD 11
 EE2214'ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 11 FOR 3.15
 EE2214'MILES TO A SAWMILL ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 EE2214'ON THE SAWMILL ROAD FOR 0.15 MILES TO THE STATION.
 EE2214'
 EE2214'THE STATION IS A STANDARD DISK STAMPED 057-237 AND SET IN A
 EE2214'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2214'UNDERGROUND MARK, STAMPED 057-237, WAS SET IN AN IRREGULAR MASS
 EE2214'OF CONCRETE 0.83 METERS BELOW THE STATION.
 EE2214'
 EE2214'THE STATION IS LOCATED 3.6 FEET SOUTH OF A WITNESS POST, 13.5
 EE2214'FEET EAST OF THE CENTERLINE OF THE SAWMILL ROAD, AND 128.2 FEET
 EE2214'NORTHWEST OF AN 8-INCH SWEETGUM TREE.
 EE2214'
 EE2214'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2214'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2190 ***********************************************************************
 EE2190  DESIGNATION -  BV 057 238 GAHD 1972
 EE2190  PID         -  EE2190
 EE2190  STATE/COUNTY-  GA/FLOYD
 EE2190  USGS QUAD   -  ROME SOUTH (1985)
 EE2190
 EE2190                         *CURRENT SURVEY CONTROL
 EE2190  ___________________________________________________________________
 EE2190* NAD 83(1994)-  34 10 27.26487(N)    085 13 46.19777(W)     ADJUSTED  
 EE2190* NAVD 88     -       217.5    (meters)     714.     (feet)  VERTCON   
 EE2190  ___________________________________________________________________
 EE2190  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EE2190  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2190
 EE2190  HORZ ORDER  -  SECOND
 EE2190
 EE2190.The horizontal coordinates were established by classical geodetic methods
 EE2190.and adjusted by the National Geodetic Survey in September 1997..
 EE2190
 EE2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2190
 EE2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2190
 EE2190.The geoid height was determined by GEOID03.
 EE2190
 EE2190;                    North         East     Units Scale Factor Converg.
 EE2190;SPC GA W     -   463,339.676   602,019.070   MT  1.00001830   -0 35 49.4
 EE2190;SPC GA W     - 1,520,140.25  1,975,124.23   sFT  1.00001830   -0 35 49.4
 EE2190;UTM  16      - 3,782,892.105   663,176.966   MT  0.99992823   +0 59 41.0
 EE2190
 EE2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2190!SPC GA W     -   0.99997042  x   1.00001830  =   0.99998872
 EE2190!UTM  16      -   0.99997042  x   0.99992823  =   0.99989865
 EE2190
 EE2190                          SUPERSEDED SURVEY CONTROL
 EE2190
 EE2190  NAD 83(1994)-  34 10 27.26796(N)    085 13 46.19962(W) AD(       ) 2
 EE2190  NAD 83(1986)-  34 10 27.26952(N)    085 13 46.19804(W) AD(       ) 2
 EE2190  NAD 27      -  34 10 26.92354(N)    085 13 46.37293(W) AD(       ) 2
 EE2190  NGVD 29 (07/19/86)  217.4    (m)          713.     (f) VERT ANG       
 EE2190
 EE2190.Superseded values are not recommended for survey control.
 EE2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2190.See file dsdata.txt to determine how the superseded data were derived.
 EE2190
 EE2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6317782892(NAD 83)
 EE2190_MARKER: DD = SURVEY DISK
 EE2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2190+STABILITY: SURFACE MOTION
 EE2190
 EE2190  HISTORY     - Date     Condition        Report By
 EE2190  HISTORY     - 1972     MONUMENTED       GADT
 EE2190  HISTORY     - 1974     GOOD             NGS
 EE2190
 EE2190                          STATION DESCRIPTION
 EE2190
 EE2190'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2190'THE STATION IS LOCATED 6.5 MILES SOUTHWEST OF ROME, 7.7 MILES
 EE2190'NORTHEAST OF CAVE SPRING, AND 13.0 MILES NORTHWEST OF ARAGON.
 EE2190'
 EE2190'TO REACH FROM THE INTERSECTION OF U.S. 411 AND U.S. 27 SOUTH OF
 EE2190'ROME, GO SOUTH ON U.S. 411 FOR 1.55 MILES TO THE STATION ON THE
 EE2190'RIGHT AT THE VALLEY METHODIST CHURCH.
 EE2190'
 EE2190'THE STATION IS A STANDARD DISK STAMPED 057-238 AND SET IN A
 EE2190'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2190'UNDERGROUND MARK HAS BEEN SET 0.89 METERS BELOW THE STATION IN
 EE2190'AN IRREGULAR MASS OF CONCRETE AND STAMPED 057-238.
 EE2190'
 EE2190'THE STATION IS LOCATED 3.2 FEET SOUTH OF A WITNESS POST, 44.4
 EE2190'FEET NORTH OF THE CENTERLINE OF U.S. 411, 43.8 FEET WEST OF A
 EE2190'POWER POLE, AND 53.0 FEET EAST OF THE CENTERLINE OF THE DRIVE TO
 EE2190'THE CHURCH.
 EE2190'
 EE2190'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 EE2190'057 239 (GAHD) WILL SERVE FOR AZIMUTH.
 EE2190
 EE2190                          STATION RECOVERY (1974)
 EE2190
 EE2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EE2190'THIS STATION IS DESTROYED.
 EE2190'
 EE2190'THIS STATION WAS RECOVERED IN GOOD CONDITION AND AS
 EE2190'DESCRIBED.  THE STATION WAS IN THE WAY OF EXCAVATION OF 8 TO 10
 EE2190'FEET OF GROUND.  STATION WAS REQUESTED MOVED BY THE PASTOR OF
 EE2190'THE VANS VALLEY METHODIST CHURCH.  AFTER ALL TIES WERE MADE TO
 EE2190'B.V. 057-238 (GAHD) RESET 1974 THE DISK WAS RECLAIMED.
 EE2190'
 EE2190'FOR INFORMATION ABOUT RESET STATION SEE B.V. 057-238 (GAHD)
 EE2190'RESET 1974.
 EE2190'
 EE2190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2190'6.5 MILES SOUTHWEST OF ROME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2188 ***********************************************************************
 EE2188  DESIGNATION -  BV 057 238 GAHD RSET1974
 EE2188  PID         -  EE2188
 EE2188  STATE/COUNTY-  GA/FLOYD
 EE2188  USGS QUAD   -  ROME SOUTH (1985)
 EE2188
 EE2188                         *CURRENT SURVEY CONTROL
 EE2188  ___________________________________________________________________
 EE2188* NAD 83(1994)-  34 10 28.18521(N)    085 13 48.10108(W)     ADJUSTED  
 EE2188* NAVD 88     -       212.7    (meters)     698.     (feet)  VERTCON   
 EE2188  ___________________________________________________________________
 EE2188  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EE2188  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2188
 EE2188  HORZ ORDER  -  SECOND
 EE2188
 EE2188.The horizontal coordinates were established by classical geodetic methods
 EE2188.and adjusted by the National Geodetic Survey in September 1997..
 EE2188
 EE2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2188
 EE2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2188
 EE2188.The geoid height was determined by GEOID03.
 EE2188
 EE2188;                    North         East     Units Scale Factor Converg.
 EE2188;SPC GA W     -   463,368.541   601,970.624   MT  1.00001842   -0 35 50.5
 EE2188;SPC GA W     - 1,520,234.95  1,974,965.29   sFT  1.00001842   -0 35 50.5
 EE2188;UTM  16      - 3,782,919.610   663,127.741   MT  0.99992803   +0 59 40.0
 EE2188
 EE2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2188!SPC GA W     -   0.99997117  x   1.00001842  =   0.99998959
 EE2188!UTM  16      -   0.99997117  x   0.99992803  =   0.99989921
 EE2188
 EE2188:                Primary Azimuth Mark                     Grid Az
 EE2188:SPC GA W     -  BV 057 239 GAHD 1972                     120 47 22.8
 EE2188:UTM  16      -  BV 057 239 GAHD 1972                     119 11 52.3
 EE2188
 EE2188|---------------------------------------------------------------------|
 EE2188| PID    Reference Object                     Distance      Geod. Az  |
 EE2188|                                                           dddmmss.s |
 EE2188| EE2186 BV 057 239 GAHD 1972                APPROX. 3.0 KM 1201132.3 |
 EE2188| EE2190 BV 057 238 GAHD 1972                 56.393 METERS 12011     |
 EE2188|---------------------------------------------------------------------|
 EE2188
 EE2188                          SUPERSEDED SURVEY CONTROL
 EE2188
 EE2188  NAD 83(1994)-  34 10 28.18829(N)    085 13 48.10292(W) AD(       ) 2
 EE2188  NAD 83(1986)-  34 10 28.18984(N)    085 13 48.10134(W) AD(       ) 2
 EE2188  NAD 27      -  34 10 27.84390(N)    085 13 48.27617(W) AD(       ) 2
 EE2188  NGVD 29 (07/19/86)  212.6    (m)          698.     (f) VERT ANG       
 EE2188
 EE2188.Superseded values are not recommended for survey control.
 EE2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2188.See file dsdata.txt to determine how the superseded data were derived.
 EE2188
 EE2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6312882920(NAD 83)
 EE2188_MARKER: DD = SURVEY DISK
 EE2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2188+STABILITY: SURFACE MOTION
 EE2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE2188+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 EE2188
 EE2188  HISTORY     - Date     Condition        Report By
 EE2188  HISTORY     - 1974     MONUMENTED       GADT
 EE2188  HISTORY     - 20060615 GOOD             GADT
 EE2188
 EE2188                          STATION DESCRIPTION
 EE2188
 EE2188'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (CLN)
 EE2188'STATION IS ABOUT 13 MILES NORTHWEST OF ARAGON, 7.7 MILES
 EE2188'NORTHEAST OF CAVE SPRINGS, 6.5 MILES SOUTHWEST OF ROME AND ON
 EE2188'PROPERTY OF VANS VALLEY METHODIST CHURCH, ROUTE 3, ROME, GEORGIA
 EE2188'30161.  (404) 232 1291
 EE2188'
 EE2188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 411 AND
 EE2188'27 ABOUT 5.5 MILES SOUTH-SOUTHWEST OF ROME, GO SOUTHWEST
 EE2188'FOLLOWING U.S. HIGHWAY 411 FOR 1.55 MILES TO THE VANS VALLEY
 EE2188'METHODIST CHURCH ON RIGHT AND STATION.
 EE2188'
 EE2188'STATION MARK, A GEORGIA DEPARTMENT OF TRANSPORTATION DISK
 EE2188'STAMPED 057-238 RESET 1974 IS SET IN THE TOP OF A 12-INCH
 EE2188'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 1-INCH ABOVE
 EE2188'THE GROUND SURFACE.  IT IS 127.5 FEET WEST-NORTHWEST OF THE CENTER
 EE2188'OF DRIVEWAY TO THE CHURCH, 71.3 FEET NORTH-NORTHWEST OF THE
 EE2188'CENTER OF U.S. HIGHWAY 411, 15 FEET SOUTH-SOUTHEAST OF A 12-INCH
 EE2188'PINE TREE, 14 FEET SOUTH OF A LARGE OAK TREE, 3.6 FEET EAST
 EE2188'OF A METAL WITNESS POST AND 3 FEET NORTHWEST OF A METAL
 EE2188'WITNESS POST.  THE UNDERGROUND STATION MARK IS A GEORGIA
 EE2188'DEPARTMENT OF TRANSPORTATION DISK SET IN AN IRREGULAR MASS OF
 EE2188'CONCRETE THAT IS 40-INCHES BELOW THE SURFACE OF THE GROUND.
 EE2188'(DESCRIBED)
 EE2188
 EE2188                          STATION RECOVERY (2006)
 EE2188
 EE2188'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 EE2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2186 ***********************************************************************
 EE2186  DESIGNATION -  BV 057 239 GAHD 1972
 EE2186  PID         -  EE2186
 EE2186  STATE/COUNTY-  GA/FLOYD
 EE2186  USGS QUAD   -  ROME SOUTH (1985)
 EE2186
 EE2186                         *CURRENT SURVEY CONTROL
 EE2186  ___________________________________________________________________
 EE2186* NAD 83(1994)-  34 09 39.10667(N)    085 12 06.65359(W)     ADJUSTED  
 EE2186* NAVD 88     -       287.1    (meters)     942.     (feet)  VERTCON   
 EE2186  ___________________________________________________________________
 EE2186  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EE2186  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE2186
 EE2186  HORZ ORDER  -  SECOND
 EE2186
 EE2186.The horizontal coordinates were established by classical geodetic methods
 EE2186.and adjusted by the National Geodetic Survey in September 1997..
 EE2186
 EE2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2186
 EE2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2186
 EE2186.The geoid height was determined by GEOID03.
 EE2186
 EE2186;                    North         East     Units Scale Factor Converg.
 EE2186;SPC GA W     -   461,829.634   604,553.235   MT  1.00001226   -0 34 52.7
 EE2186;SPC GA W     - 1,515,186.06  1,983,438.41   sFT  1.00001226   -0 34 52.7
 EE2186;UTM  16      - 3,781,453.146   665,751.882   MT  0.99993867   +1 00 35.7
 EE2186
 EE2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2186!SPC GA W     -   0.99995949  x   1.00001226  =   0.99997175
 EE2186!UTM  16      -   0.99995949  x   0.99993867  =   0.99989817
 EE2186
 EE2186:                Primary Azimuth Mark                     Grid Az
 EE2186:SPC GA W     -  COOSA 2                                  339 51 22.6
 EE2186:UTM  16      -  COOSA 2                                  338 15 54.2
 EE2186
 EE2186|---------------------------------------------------------------------|
 EE2186| PID    Reference Object                     Distance      Geod. Az  |
 EE2186|                                                           dddmmss.s |
 EE2186| EE2196 COOSA 2                             APPROX. 8.6 KM 3391629.9 |
 EE2186|---------------------------------------------------------------------|
 EE2186
 EE2186                          SUPERSEDED SURVEY CONTROL
 EE2186
 EE2186  NAD 83(1994)-  34 09 39.10987(N)    085 12 06.65536(W) AD(       ) 2
 EE2186  NAD 83(1986)-  34 09 39.11151(N)    085 12 06.65377(W) AD(       ) 2
 EE2186  NAD 27      -  34 09 38.76362(N)    085 12 06.83193(W) AD(       ) 2
 EE2186  NGVD 29 (07/19/86)  287.0    (m)          942.     (f) VERT ANG       
 EE2186
 EE2186.Superseded values are not recommended for survey control.
 EE2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2186.See file dsdata.txt to determine how the superseded data were derived.
 EE2186
 EE2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6575281453(NAD 83)
 EE2186_MARKER: DD = SURVEY DISK
 EE2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2186+STABILITY: SURFACE MOTION
 EE2186
 EE2186  HISTORY     - Date     Condition        Report By
 EE2186  HISTORY     - 1972     MONUMENTED       GADT
 EE2186  HISTORY     - 1974     GOOD             NGS
 EE2186
 EE2186                          STATION DESCRIPTION
 EE2186
 EE2186'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2186'THE STATION IS LOCATED 7.4 MILES SOUTH OF ROME, 8.4 MILES
 EE2186'NORTHEAST OF CAVE SPRING, AND 10.4 MILES NORTH-NORTHEAST OF
 EE2186'CEDARTOWN ON THE PROPERTY OF MR. ANDERSON.  MR. ANDERSON SHOULD
 EE2186'BE CONTACTED AT 232-7213 BEFORE GOING INTO THE STATION.
 EE2186'
 EE2186'TO REACH FROM THE INTERSECTION OF STATE ROUTE 101 AND U.S. 411
 EE2186'SOUTH OF ROME, GO SOUTH ON U.S. 411 FOR 3.5 MILES TO THE END OF
 EE2186'THE FOUR LANE.  CONTINUE ON U.S. 411 FOR 1.2 MILES TO A
 EE2186'FORK.  TAKE THE LEFT FORK, WHICH IS U.S. 27, AND GO SOUTH FOR
 EE2186'0.90 MILES TO COUNTY ROAD 91370 ON THE LEFT.  TURN LEFT AND GO
 EE2186'EAST ON COUNTY ROAD 91370 FOR 1.05 MILES TO A T
 EE2186'INTERSECTION.  TURN RIGHT AND GO NORTH ON COUNTY ROAD FOR 0.5
 EE2186'MILES TO THE RESIDENCE OF MR. ANDERSON ON THE RIGHT.  FROM THE
 EE2186'HOUSE, THE STATION IS LOCATED ON THE HIGHEST POINT OF A
 EE2186'CLEARED FIELD NEAR A POWER LINE, APPROXIMATELY 0.25 MILES.  A
 EE2186'JEEP WILL BE NEEDED OR PACK TO THE STATION (ABOUT 20 MINUTES.)
 EE2186'
 EE2186'THE STATION IS A STANDARD DISK STAMPED 057-239 AND SET IN A
 EE2186'10-INCH CYLINDRICAL CONCRETE POST ABOUT 1-INCH ABOVE THE GROUND
 EE2186'LEVEL.
 EE2186'
 EE2186'THE STATION IS LOCATED 157.1 FEET NORTHEAST OF A 14-INCH OAK
 EE2186'TREE, 130.4 FEET NORTH OF A 5-INCH OAK TREE, AND 127.6 FEET
 EE2186'NORTHWEST OF A 6-INCH TWIN OAK TREE.
 EE2186'
 EE2186'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2186'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE2186
 EE2186                          STATION RECOVERY (1974)
 EE2186
 EE2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EE2186'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES AND
 EE2186'AN ERROR IN THE TO REACH, A COMPLETE NEW DESCRIPTION FOLLOWS.
 EE2186'
 EE2186'THE STATION IS ABOUT 10.4 MILES NORTH-NORTHEAST OF CEDARTOWN,
 EE2186'8.4 MILES NORTHEAST OF CAVE SPRINGS, 7.4 MILES SOUTH OF ROME, ON
 EE2186'TOP OF A BARE HIGH RIDGE AND ON PROPERTY OF MR. OSWAL
 EE2186'C. ANDERSON.  MR. ANDERSON MUST BE CONTACTED BEFORE GOING TO THE
 EE2186'STATION.  PHONE 232-7213.
 EE2186'
 EE2186'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 411
 EE2186'AND STATE ROUTE 101 ON THE SOUTH EDGE OF ROME, GO SOUTHERLY ON
 EE2186'U.S. HIGHWAY 411 AND 27 FOR 4.7 MILES TO WHERE HIGHWAY
 EE2186'JUNCTIONS.  KEEP LEFT ON U.S. HIGHWAY 27 AND GO SOUTH FOR 0.9
 EE2186'MILE TO COUNTY ROAD 91370 (BOOZE MT. ROAD) ON LEFT.  TURN LEFT
 EE2186'AND GO EASTERLY ON BOOZE MT. ROAD FOR 1.05 MILES TO MARION DAIRY
 EE2186'ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH ON MARION DAIRY ROAD
 EE2186'FOR 0.5 MILE TO MR. ANDERSONS HOME ON RIGHT.  FROM MR.
 EE2186'ANDERSONS HOUSE PACK WEST-NORTHWEST UP CLEARED RIDGE FOR
 EE2186'0.25 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 EE2186'NOTICE--A JEEP CAN BE DRIVEN TO TOP OF RIDGE.  (PACK
 EE2186'ABOUT 10 TO 20 MINUTES.)
 EE2186'
 EE2186'THE STATION MARK, A GEORGIA DEPARTMENT OF TRANSPORTATION DISK
 EE2186'STAMPED 057-239, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 EE2186'POST THAT IS REINFORCED WITH CONCRETE.  IT PROJECTS ABOUT 1-INCH
 EE2186'ABOVE THE GROUND SURFACE, IS 130.4 FEET NORTH OF A 5-INCH OAK
 EE2186'TREE, 157.1 FEET NORTHEAST OF A 14-INCH OAK TREE, 127.6 FEET
 EE2186'NORTHWEST OF A 6-INCH TWIN OAK TREE AND EASILY SEEN ON THE
 EE2186'HIGHEST POINT OF HILL.  (DESCRIBED)
 EE2186'
 EE2186'NOTE--ORIGINAL DESCRIPTION NOTES UNDERGROUND STATION MARK AS
 EE2186'DESCRIBED, BUT NOT DESCRIBED ON DESCRIPTION.
 EE2186'
 EE2186'HEIGHT OF LIGHT ABOVE STATION MARK 7.0 FEET.
 EE2186'
 EE2186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE2186'7.4 MILES SOUTH OF ROME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2112 ***********************************************************************
 EE2112  DESIGNATION -  BV 057 240 GAHD 1972
 EE2112  PID         -  EE2112
 EE2112  STATE/COUNTY-  GA/FLOYD
 EE2112  USGS QUAD   -  SHANNON (1985)
 EE2112
 EE2112                         *CURRENT SURVEY CONTROL
 EE2112  ___________________________________________________________________
 EE2112* NAD 83(1994)-  34 15 09.04676(N)    085 07 25.19302(W)     ADJUSTED  
 EE2112* NAVD 88     -       223.8    (meters)     734.     (feet)  VERTCON   
 EE2112  ___________________________________________________________________
 EE2112  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EE2112  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EE2112
 EE2112  HORZ ORDER  -  SECOND
 EE2112
 EE2112.The horizontal coordinates were established by classical geodetic methods
 EE2112.and adjusted by the National Geodetic Survey in September 1997..
 EE2112
 EE2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2112
 EE2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2112
 EE2112.The geoid height was determined by GEOID03.
 EE2112
 EE2112;                    North         East     Units Scale Factor Converg.
 EE2112;SPC GA W     -   471,925.144   611,857.708   MT  0.99999574   -0 32 19.2
 EE2112;SPC GA W     - 1,548,307.74  2,007,403.16   sFT  0.99999574   -0 32 19.2
 EE2112;UTM  16      - 3,791,747.309   672,772.502   MT  0.99996796   +1 03 22.8
 EE2112
 EE2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2112!SPC GA W     -   0.99996944  x   0.99999574  =   0.99996518
 EE2112!UTM  16      -   0.99996944  x   0.99996796  =   0.99993740
 EE2112
 EE2112:                Primary Azimuth Mark                     Grid Az
 EE2112:SPC GA W     -  ROME MUN STANDPIPE                       236 21 29.9
 EE2112:UTM  16      -  ROME MUN STANDPIPE                       234 45 47.9
 EE2112
 EE2112|---------------------------------------------------------------------|
 EE2112| PID    Reference Object                     Distance      Geod. Az  |
 EE2112|                                                           dddmmss.s |
 EE2112| EE2194 ROME MUN STANDPIPE                  APPROX. 3.4 KM 2354910.7 |
 EE2112|---------------------------------------------------------------------|
 EE2112
 EE2112                          SUPERSEDED SURVEY CONTROL
 EE2112
 EE2112  NAD 83(1994)-  34 15 09.05030(N)    085 07 25.19522(W) AD(       ) 2
 EE2112  NAD 83(1986)-  34 15 09.05192(N)    085 07 25.19383(W) AD(       ) 2
 EE2112  NAD 27      -  34 15 08.71224(N)    085 07 25.37880(W) AD(       ) 2
 EE2112  NGVD 29 (07/19/86)  223.8    (m)          734.     (f) VERT ANG       
 EE2112
 EE2112.Superseded values are not recommended for survey control.
 EE2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2112.See file dsdata.txt to determine how the superseded data were derived.
 EE2112
 EE2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7277391747(NAD 83)
 EE2112_MARKER: DD = SURVEY DISK
 EE2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2112+STABILITY: SURFACE MOTION
 EE2112
 EE2112  HISTORY     - Date     Condition        Report By
 EE2112  HISTORY     - 1972     MONUMENTED       GADT
 EE2112
 EE2112                          STATION DESCRIPTION
 EE2112
 EE2112'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2112'THE STATION IS LOCATED 3.0 MILES WEST OF WHERE THE ETOWAH RIVER
 EE2112'AND THE COOSA RIVER CROSS, 10.5 MILES NORTHWEST OF KINGSTON, AND
 EE2112'6.0 MILES NORTHEAST OF THE INTERSECTION OF U.S. 27 AND STATE
 EE2112'ROUTE 53 ON THE PROPERTY OF MR. J.C. MARIUM.
 EE2112'
 EE2112'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND STATE
 EE2112'ROUTE 20, ABOUT 6.6 MILES NORTH-NORTHWEST OF CARTERSVILLE, GO
 EE2112'SOUTHWEST ON STATE ROUTE 20 FOR 0.4 MILE TO STATE ROUTE
 EE2112'293.  CONTINUE WEST ON STATE ROUTE 20 FOR 17.2 MILES TO FORD
 EE2112'ROAD (COUNTY ROAD 120) ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 EE2112'FORD ROAD FOR 0.3 MILE TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 EE2112'AND GO EAST ON THE PAVED ROAD FOR 0.1 MILE TO A PAVED ROAD ON THE
 EE2112'RIGHT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.1
 EE2112'MILE TO THE STATION ON THE RIGHT.
 EE2112'
 EE2112'THE STATION IS A STANDARD DISK STAMPED 057-240, SET IN A 10
 EE2112'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2112'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-240, SET IN AN
 EE2112'IRREGULAR MASS OF CONCRETE 0.90 METER BELOW THE STATION.  IT IS
 EE2112'LOCATED 13.6 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 48.0
 EE2112'FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE
 EE2112'DRIVEWAY AND THE PAVED ROAD, AND 40.0 FEET EAST OF THE
 EE2112'CENTERLINE OF THE PAVED ROAD.
 EE2112'
 EE2112'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2112'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2158 ***********************************************************************
 EE2158  DESIGNATION -  BV 057 241 GAHD 1972
 EE2158  PID         -  EE2158
 EE2158  STATE/COUNTY-  GA/FLOYD
 EE2158  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2158
 EE2158                         *CURRENT SURVEY CONTROL
 EE2158  ___________________________________________________________________
 EE2158* NAD 83(1994)-  34 06 44.80994(N)    085 03 32.15492(W)     ADJUSTED  
 EE2158* NAVD 88     -       277.4    (meters)     910.     (feet)  VERTCON   
 EE2158  ___________________________________________________________________
 EE2158  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 EE2158  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EE2158
 EE2158  HORZ ORDER  -  SECOND
 EE2158
 EE2158.The horizontal coordinates were established by classical geodetic methods
 EE2158.and adjusted by the National Geodetic Survey in September 1997..
 EE2158
 EE2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2158
 EE2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2158
 EE2158.The geoid height was determined by GEOID03.
 EE2158
 EE2158;                    North         East     Units Scale Factor Converg.
 EE2158;SPC GA W     -   456,334.944   617,684.030   MT  0.99998350   -0 30 01.5
 EE2158;SPC GA W     - 1,497,158.90  2,026,518.36   sFT  0.99998350   -0 30 01.5
 EE2158;UTM  16      - 3,776,325.136   679,029.695   MT  0.99999511   +1 05 20.0
 EE2158
 EE2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2158!SPC GA W     -   0.99996103  x   0.99998350  =   0.99994453
 EE2158!UTM  16      -   0.99996103  x   0.99999511  =   0.99995614
 EE2158
 EE2158:                Primary Azimuth Mark                     Grid Az
 EE2158:SPC GA W     -  EUHARLEE                                 091 26 38.7
 EE2158:UTM  16      -  EUHARLEE                                 089 51 17.2
 EE2158
 EE2158|---------------------------------------------------------------------|
 EE2158| PID    Reference Object                     Distance      Geod. Az  |
 EE2158|                                                           dddmmss.s |
 EE2158| EE1800 EUHARLEE                            APPROX. 6.9 KM 0905637.2 |
 EE2158|---------------------------------------------------------------------|
 EE2158
 EE2158                          SUPERSEDED SURVEY CONTROL
 EE2158
 EE2158  NAD 83(1994)-  34 06 44.81354(N)    085 03 32.15664(W) AD(       ) 2
 EE2158  NAD 83(1986)-  34 06 44.81465(N)    085 03 32.15481(W) AD(       ) 2
 EE2158  NAD 27      -  34 06 44.45890(N)    085 03 32.34806(W) AD(       ) 2
 EE2158  NGVD 29 (07/19/86)  277.3    (m)          910.     (f) VERT ANG       
 EE2158
 EE2158.Superseded values are not recommended for survey control.
 EE2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2158.See file dsdata.txt to determine how the superseded data were derived.
 EE2158
 EE2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7903076325(NAD 83)
 EE2158_MARKER: DD = SURVEY DISK
 EE2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2158+STABILITY: SURFACE MOTION
 EE2158
 EE2158  HISTORY     - Date     Condition        Report By
 EE2158  HISTORY     - 1972     MONUMENTED       GADT
 EE2158
 EE2158                          STATION DESCRIPTION
 EE2158
 EE2158'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2158'THE STATION IS LOCATED 8.2 MILES WEST OF STILESBORO, 11.6 MILES
 EE2158'SOUTHEAST OF ROME, AND 4.9 MILES NORTH OF ARAGON ON THE PROPERTY
 EE2158'OF MR. AGAN.
 EE2158'
 EE2158'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 293
 EE2158'AND 61 IN CARTERSVILLE, GO WEST ON STATE ROUTE 61 FOR 4.3 MILES
 EE2158'TO THE INTERSECTION OF STATE ROUTE 61 FORKING TO THE LEFT AND
 EE2158'113 FORKING TO THE RIGHT.  PROCEED ALONG STATE ROUTE 113 FOR 9.0
 EE2158'MILES TO COUNTY ROAD 45 ON THE RIGHT.  TURN RIGHT AND GO
 EE2158'NORTHWEST ON COUNTY ROAD 45 FOR 0.60 MILE TO COUNTY ROAD S2271
 EE2158'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD S2271 FOR
 EE2158'0.8 MILE TO COUNTY ROAD 46 ON THE LEFT.  TURN LEFT, AND GO
 EE2158'NORTHWEST ON COUNTY ROAD 46 FOR 4.7 MILES TO BRUMBELLOW ROAD
 EE2158'ON THE LEFT.  TURN LEFT AND GO SOUTH ON BRUMBELLOW ROAD FOR
 EE2158'0.8 MILE TO THE STATION ON THE RIGHT.  THE STATION IS
 EE2158'LOCATED IN A PASTURE ON A HILL.
 EE2158'
 EE2158'THE STATION IS A STANDARD DISK STAMPED 057-241, SET IN A 10
 EE2158'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2158'UNDERGROUND MARK IS A STANDARD DISK STAMPED 057-241, SET IN AN
 EE2158'IRREGULAR MASS OF CONCRETE 0.93 METER BELOW THE STATION.
 EE2158'
 EE2158'THE STATION IS LOCATED 26.7 FEET WEST OF A 12 INCH HICKORY
 EE2158'TREE, 213.3 FEET SOUTHWEST OF A POWER POLE, AND 299.0 FEET
 EE2158'NORTHWEST OF A GATE.
 EE2158'
 EE2158'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2158'STATION WAS SET AT THE WRONG POSITION FOR INTERSECTION STATIONS
 EE2158'TO BE VISIBLE.  POLARIS WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2212 ***********************************************************************
 EE2212  DESIGNATION -  BV 057 242
 EE2212  PID         -  EE2212
 EE2212  STATE/COUNTY-  GA/POLK
 EE2212  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE2212
 EE2212                         *CURRENT SURVEY CONTROL
 EE2212  ___________________________________________________________________
 EE2212* NAD 83(1994)-  34 04 31.76138(N)    085 24 34.17253(W)     ADJUSTED  
 EE2212* NAVD 88     -       344.3    (meters)    1130.     (feet)  VERTCON   
 EE2212  ___________________________________________________________________
 EE2212  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EE2212  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 EE2212
 EE2212  HORZ ORDER  -  SECOND
 EE2212
 EE2212.The horizontal coordinates were established by classical geodetic methods
 EE2212.and adjusted by the National Geodetic Survey in September 1997..
 EE2212
 EE2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2212
 EE2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2212
 EE2212.The geoid height was determined by GEOID03.
 EE2212
 EE2212;                    North         East     Units Scale Factor Converg.
 EE2212;SPC GA W     -   452,573.466   585,291.576   MT  1.00006215   -0 41 47.1
 EE2212;SPC GA W     - 1,484,818.11  1,920,244.11   sFT  1.00006215   -0 41 47.1
 EE2212;UTM  16      - 3,771,667.581   646,756.948   MT  0.99986550   +0 53 28.7
 EE2212
 EE2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2212!SPC GA W     -   0.99995049  x   1.00006215  =   1.00001264
 EE2212!UTM  16      -   0.99995049  x   0.99986550  =   0.99981600
 EE2212
 EE2212:                Primary Azimuth Mark                     Grid Az
 EE2212:SPC GA W     -  BV 057 242 AZ MK                         333 10 34.6
 EE2212:UTM  16      -  BV 057 242 AZ MK                         331 35 18.8
 EE2212
 EE2212|---------------------------------------------------------------------|
 EE2212| PID    Reference Object                     Distance      Geod. Az  |
 EE2212|                                                           dddmmss.s |
 EE2212| CG4974 BV 057 242 AZ MK                                   3322847.5 |
 EE2212|---------------------------------------------------------------------|
 EE2212
 EE2212                          SUPERSEDED SURVEY CONTROL
 EE2212
 EE2212  NAD 83(1994)-  34 04 31.76355(N)    085 24 34.17337(W) AD(       ) 2
 EE2212  NAD 83(1986)-  34 04 31.76527(N)    085 24 34.17155(W) AD(       ) 2
 EE2212  NAD 27      -  34 04 31.40972(N)    085 24 34.32855(W) AD(       ) 2
 EE2212  NGVD 29 (07/19/86)  344.2    (m)         1129.     (f) VERT ANG       
 EE2212
 EE2212.Superseded values are not recommended for survey control.
 EE2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2212.See file dsdata.txt to determine how the superseded data were derived.
 EE2212
 EE2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4675771668(NAD 83)
 EE2212_MARKER: DD = SURVEY DISK
 EE2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2212
 EE2212  HISTORY     - Date     Condition        Report By
 EE2212  HISTORY     - 1972     MONUMENTED       GADT
 EE2212
 EE2212                          STATION DESCRIPTION
 EE2212
 EE2212'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2212'THE STATION IS LOCATED 5.2 MILES SOUTHWEST OF CAVE SPRING, 10.5
 EE2212'MILES NORTHWEST OF CEDARTOWN, AND 5.3 MILES NORTH-NORTHWEST OF
 EE2212'ETNA ON THE PROPERTY OF MR. KING.
 EE2212'
 EE2212'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 411 SOUTH OF
 EE2212'ROME, GO SOUTH ON U.S. 411 FOR 9.8 MILES TO STATE ROUTE 100
 EE2212'SOUTH IN CAVE SPRING.  CONTINUE ON U.S. 411 FOR 5.05 MILES TO
 EE2212'ROCKY HOLLOW ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON ROCKY
 EE2212'HOLLOW ROAD FOR 1.0 MILE TO THE STATION.  THE STATION IS LOCATED
 EE2212'AT THE HAYNIE AT AND T MICROWAVE TOWER.
 EE2212'
 EE2212'THE STATION IS A STANDARD DISK STAMPED 057-242 AND SET IN A
 EE2212'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2212'UNDERGROUND MARK, STAMPED 057-242, WAS SET IN AN IRREGULAR MASS
 EE2212'OF CONCRETE 0.84 METERS BELOW THE STATION.
 EE2212'
 EE2212'THE STATION IS LOCATED 80.5 FEET NORTH OF THE CENTERLINE OF
 EE2212'ROCKY HOLLOW ROAD, 44.0 FEET NORTHEAST OF A 14-INCH HICKORY
 EE2212'TREE, 5.2 FEET SOUTH OF A WITNESS POST, AND 27.5 FEET NORTHWEST
 EE2212'OF A FENCE CORNER AROUND THE MICROWAVE TOWER.
 EE2212'
 EE2212'THE AZIMUTH MARK IS LOCATED 0.3 MILES NORTH OF THE
 EE2212'STATION.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A
 EE2212'10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS
 EE2212'LOCATED 24.2 FEET NORTH OF THE CENTERLINE OF U.S. 411, 108.6
 EE2212'FEET WEST OF A POWER POLE, 41.5 FEET SOUTHEAST OF A PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2174 ***********************************************************************
 EE2174  DESIGNATION -  BV 057 243 GAHD 1972
 EE2174  PID         -  EE2174
 EE2174  STATE/COUNTY-  GA/FLOYD
 EE2174  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2174
 EE2174                         *CURRENT SURVEY CONTROL
 EE2174  ___________________________________________________________________
 EE2174* NAD 83(1994)-  34 06 45.18624(N)    085 12 07.11199(W)     ADJUSTED  
 EE2174* NAVD 88     -       330.1    (meters)    1083.     (feet)  VERTCON   
 EE2174  ___________________________________________________________________
 EE2174  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 EE2174  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE2174
 EE2174  HORZ ORDER  -  SECOND
 EE2174
 EE2174.The horizontal coordinates were established by classical geodetic methods
 EE2174.and adjusted by the National Geodetic Survey in September 1997..
 EE2174
 EE2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2174
 EE2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2174
 EE2174.The geoid height was determined by GEOID03.
 EE2174
 EE2174;                    North         East     Units Scale Factor Converg.
 EE2174;SPC GA W     -   456,471.046   604,487.150   MT  1.00001242   -0 34 50.4
 EE2174;SPC GA W     - 1,497,605.42  1,983,221.59   sFT  1.00001242   -0 34 50.4
 EE2174;UTM  16      - 3,776,095.182   665,834.526   MT  0.99993901   +1 00 31.0
 EE2174
 EE2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2174!SPC GA W     -   0.99995274  x   1.00001242  =   0.99996516
 EE2174!UTM  16      -   0.99995274  x   0.99993901  =   0.99989175
 EE2174
 EE2174:                Primary Azimuth Mark                     Grid Az
 EE2174:SPC GA W     -  VORTAC ROME RMG                          054 29 12.6
 EE2174:UTM  16      -  VORTAC ROME RMG                          052 53 51.2
 EE2174
 EE2174|---------------------------------------------------------------------|
 EE2174| PID    Reference Object                     Distance      Geod. Az  |
 EE2174|                                                           dddmmss.s |
 EE2174| EE2148 VORTAC ROME RMG                     APPROX. 9.4 KM 0535422.2 |
 EE2174| EE2185 VAN                                 APPROX. 6.7 KM 3275553.8 |
 EE2174|---------------------------------------------------------------------|
 EE2174
 EE2174                          SUPERSEDED SURVEY CONTROL
 EE2174
 EE2174  NAD 83(1994)-  34 06 45.18940(N)    085 12 07.11350(W) AD(       ) 2
 EE2174  NAD 83(1986)-  34 06 45.19095(N)    085 12 07.11186(W) AD(       ) 2
 EE2174  NAD 27      -  34 06 44.83913(N)    085 12 07.29061(W) AD(       ) 2
 EE2174  NGVD 29 (07/19/86)  330.0    (m)         1083.     (f) VERT ANG       
 EE2174
 EE2174.Superseded values are not recommended for survey control.
 EE2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2174.See file dsdata.txt to determine how the superseded data were derived.
 EE2174
 EE2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6583576095(NAD 83)
 EE2174_MARKER: DD = SURVEY DISK
 EE2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2174+STABILITY: SURFACE MOTION
 EE2174
 EE2174  HISTORY     - Date     Condition        Report By
 EE2174  HISTORY     - 1972     MONUMENTED       GADT
 EE2174
 EE2174                          STATION DESCRIPTION
 EE2174
 EE2174'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2174'THE STATION IS LOCATED 7.7 MILES EAST OF CAVE SPRING, 12.7 MILES
 EE2174'NORTHWEST OF TAYLORSVILLE, AND 5.5 MILES NORTHEAST OF CEDARTOWN ON
 EE2174'THE PROPERTY OF MR. M. C. MULL.
 EE2174'
 EE2174'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 53 SOUTH
 EE2174'OF ROME, GO SOUTH ON U.S. 27 FOR 3.55 MILES TO COUNTY ROAD 45 ON
 EE2174'THE LEFT.  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD FOR 0.9
 EE2174'MILE TO A T INTERSECTION.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD
 EE2174'47 FOR 0.15 MILES TO THE TERRELL TOLBERT HOUSE ON THE LEFT.  TURN
 EE2174'LEFT AND GO SOUTHEAST THROUGH A GATE INTO A PASTURE TO THE
 EE2174'HIGHEST POINT ON THE POWER LINE.  THE STATION IS LOCATED AT THE
 EE2174'HIGHEST POINT ON THE POWER LINE.  THE DISTANCE FROM THE ROAD
 EE2174'TO THE HIGHEST POINT ON THE POWER LINE IS 0.7 MILES.
 EE2174'
 EE2174'THE STATION IS A STANDARD DISK STAMPED 057-243 AND SET IN A
 EE2174'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2174'UNDERGROUND MARK, STAMPED 057-243, WAS SET IN AN IRREGULAR MASS
 EE2174'OF CONCRETE 0.93 METERS BELOW THE STATION.
 EE2174'
 EE2174'THE STATION IS LOCATED 2.3 FEET SOUTH OF A WITNESS POST, 89.5
 EE2174'FEET NORTHEAST OF A 14-INCH HICKORY TREE, 47.0 FEET SOUTHWEST OF
 EE2174'A 6-INCH PINE TREE, AND 133.5 FEET WEST OF A POWER POLE.
 EE2174'
 EE2174'AN AZIMUTH MARK WAS SET BUT WAS NOT OBSERVED.  THE STATIONS
 EE2174'LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2209 ***********************************************************************
 EE2209  DESIGNATION -  BV 057 244
 EE2209  PID         -  EE2209
 EE2209  STATE/COUNTY-  GA/FLOYD
 EE2209  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2209
 EE2209                         *CURRENT SURVEY CONTROL
 EE2209  ___________________________________________________________________
 EE2209* NAD 83(1994)-  34 07 10.71259(N)    085 15 08.45383(W)     ADJUSTED  
 EE2209* NAVD 88     -       303.2    (meters)     995.     (feet)  VERTCON   
 EE2209  ___________________________________________________________________
 EE2209  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EE2209  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2209
 EE2209  HORZ ORDER  -  SECOND
 EE2209
 EE2209.The horizontal coordinates were established by classical geodetic methods
 EE2209.and adjusted by the National Geodetic Survey in September 1997..
 EE2209
 EE2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2209
 EE2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2209
 EE2209.The geoid height was determined by GEOID03.
 EE2209
 EE2209;                    North         East     Units Scale Factor Converg.
 EE2209;SPC GA W     -   457,305.794   599,848.150   MT  1.00002361   -0 36 32.5
 EE2209;SPC GA W     - 1,500,344.09  1,968,001.81   sFT  1.00002361   -0 36 32.5
 EE2209;UTM  16      - 3,776,800.875   661,174.569   MT  0.99992023   +0 58 49.8
 EE2209
 EE2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2209!SPC GA W     -   0.99995696  x   1.00002361  =   0.99998057
 EE2209!UTM  16      -   0.99995696  x   0.99992023  =   0.99987719
 EE2209
 EE2209:                Primary Azimuth Mark                     Grid Az
 EE2209:SPC GA W     -  BV 057 244 AZ MK                         193 19 18.6
 EE2209:UTM  16      -  BV 057 244 AZ MK                         191 43 56.3
 EE2209
 EE2209|---------------------------------------------------------------------|
 EE2209| PID    Reference Object                     Distance      Geod. Az  |
 EE2209|                                                           dddmmss.s |
 EE2209| CG4975 BV 057 244 AZ MK                                   1924246.1 |
 EE2209|---------------------------------------------------------------------|
 EE2209
 EE2209                          SUPERSEDED SURVEY CONTROL
 EE2209
 EE2209  NAD 83(1994)-  34 07 10.71541(N)    085 15 08.45537(W) AD(       ) 2
 EE2209  NAD 83(1986)-  34 07 10.71698(N)    085 15 08.45359(W) AD(       ) 2
 EE2209  NAD 27      -  34 07 10.36520(N)    085 15 08.62592(W) AD(       ) 2
 EE2209  NGVD 29 (07/19/86)  303.1    (m)          994.     (f) VERT ANG       
 EE2209
 EE2209.Superseded values are not recommended for survey control.
 EE2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2209.See file dsdata.txt to determine how the superseded data were derived.
 EE2209
 EE2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6117576801(NAD 83)
 EE2209_MARKER: DD = SURVEY DISK
 EE2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2209
 EE2209  HISTORY     - Date     Condition        Report By
 EE2209  HISTORY     - 1972     MONUMENTED       GADT
 EE2209
 EE2209                          STATION DESCRIPTION
 EE2209
 EE2209'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2209'THE STATION IS LOCATED 7.5 MILES NORTH OF CEDARTOWN, 4.9 MILES
 EE2209'NORTHEAST OF CAVE SPRING, AND 5.9 MILES SOUTHWEST OF THE
 EE2209'INTERSECTION OF U.S. 27 AND STATE ROUTE 53 IN THE FRONT YARD OF
 EE2209'THE A.D. BRANTON RESIDENCE.
 EE2209'
 EE2209'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 411 IN ROME,
 EE2209'GO SOUTH ON U.S. 27 FOR 4.55 MILES TO COUNTY ROAD 22 ON THE
 EE2209'LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 22 FOR 1.35 MILES TO
 EE2209'THE INTERSECTION OF BOOGER HOLLOW ROAD.  TURN LEFT AND GO SOUTH ON
 EE2209'BOOGER HOLLOW ROAD FOR 0.15 MILES TO RANDELL ROAD ON THE
 EE2209'RIGHT.  TURN RIGHT AND GO WEST ON RANDELL ROAD FOR 0.7 MILE TO
 EE2209'THE STATION ON THE RIGHT.
 EE2209'
 EE2209'THE STATION IS A STANDARD DISK STAMPED 057-244 AND SET IN A
 EE2209'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2209'UNDERGROUND MARK, STAMPED 057-244, WAS SET IN AN IRREGULAR MASS
 EE2209'OF CONCRETE 0.80 METERS BELOW THE STATION.
 EE2209'
 EE2209'THE STATION IS LOCATED 10.4 FEET SOUTH OF AN 8-INCH PINE TREE,
 EE2209'17.0 FEET WEST OF A 10-INCH PINE TREE, 13.9 FEET NORTHWEST OF AN
 EE2209'8-INCH PINE TREE, AND 28.4 FEET NORTHEAST OF A WITNESS POST.
 EE2209'
 EE2209'TO REACH THE AZIMUTH FROM THE STATION PROCEED SOUTH ON RANDELL
 EE2209'ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.  THE MARK IS A STANDARD
 EE2209'DISK STAMPED AZI SET IN A CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2209'MARK IS LOCATED ON A 4 FOOT CUT BANK EAST OF THE ROAD AND 12
 EE2209'FEET FROM THE CENTERLINE OF RANDELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2207 ***********************************************************************
 EE2207  DESIGNATION -  BV 057 245
 EE2207  PID         -  EE2207
 EE2207  STATE/COUNTY-  GA/FLOYD
 EE2207  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2207
 EE2207                         *CURRENT SURVEY CONTROL
 EE2207  ___________________________________________________________________
 EE2207* NAD 83(1994)-  34 05 22.73242(N)    085 15 38.77500(W)     ADJUSTED  
 EE2207* NAVD 88     -       257.8    (meters)     846.     (feet)  VERTCON   
 EE2207  ___________________________________________________________________
 EE2207  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EE2207  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE2207
 EE2207  HORZ ORDER  -  SECOND
 EE2207
 EE2207.The horizontal coordinates were established by classical geodetic methods
 EE2207.and adjusted by the National Geodetic Survey in September 1997..
 EE2207
 EE2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2207
 EE2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2207
 EE2207.The geoid height was determined by GEOID03.
 EE2207
 EE2207;                    North         East     Units Scale Factor Converg.
 EE2207;SPC GA W     -   453,987.074   599,035.525   MT  1.00002562   -0 36 47.8
 EE2207;SPC GA W     - 1,489,455.93  1,965,335.72   sFT  1.00002562   -0 36 47.8
 EE2207;UTM  16      - 3,773,461.252   660,454.356   MT  0.99991737   +0 58 30.1
 EE2207
 EE2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2207!SPC GA W     -   0.99996408  x   1.00002562  =   0.99998970
 EE2207!UTM  16      -   0.99996408  x   0.99991737  =   0.99988145
 EE2207
 EE2207:                Primary Azimuth Mark                     Grid Az
 EE2207:SPC GA W     -  BV 057 245 AZ MK                         358 47 00.5
 EE2207:UTM  16      -  BV 057 245 AZ MK                         357 11 42.6
 EE2207
 EE2207|---------------------------------------------------------------------|
 EE2207| PID    Reference Object                     Distance      Geod. Az  |
 EE2207|                                                           dddmmss.s |
 EE2207| CG4976 BV 057 245 AZ MK                                   3581012.7 |
 EE2207|---------------------------------------------------------------------|
 EE2207
 EE2207                          SUPERSEDED SURVEY CONTROL
 EE2207
 EE2207  NAD 83(1994)-  34 05 22.73524(N)    085 15 38.77643(W) AD(       ) 2
 EE2207  NAD 83(1986)-  34 05 22.73671(N)    085 15 38.77458(W) AD(       ) 2
 EE2207  NAD 27      -  34 05 22.38208(N)    085 15 38.94664(W) AD(       ) 2
 EE2207  NGVD 29 (07/19/86)  257.7    (m)          845.     (f) VERT ANG       
 EE2207
 EE2207.Superseded values are not recommended for survey control.
 EE2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2207.See file dsdata.txt to determine how the superseded data were derived.
 EE2207
 EE2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6045473461(NAD 83)
 EE2207_MARKER: DD = SURVEY DISK
 EE2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2207
 EE2207  HISTORY     - Date     Condition        Report By
 EE2207  HISTORY     - 1972     MONUMENTED       GADT
 EE2207
 EE2207                          STATION DESCRIPTION
 EE2207
 EE2207'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2207'THE STATION IS LOCATED 4.6 MILES SOUTHEAST OF CAVE SPRING, 5.6
 EE2207'MILES NORTH OF CEDARTOWN, AND 7.9 MILES SOUTHWEST OF THE
 EE2207'INTERSECTION OF U.S. 27 AND STATE ROUTE 53 ON THE PROPERTY OF
 EE2207'MR. POSEY A. DOULEY.
 EE2207'
 EE2207'TO REACH FROM THE INTERSECTION OF U.S. 27, U.S. 411, STATE ROUTE
 EE2207'1, AND STATE ROUTE 53 IN ROME, GO SOUTH ON STATE ROUTE 1 FOR
 EE2207'4.55 MILES TO COUNTY ROAD 22 ON THE RIGHT.  TURN RIGHT AND GO
 EE2207'WEST ON COUNTY ROAD 22 FOR 1.35 MILES TO BOOGER HOLLOW ROAD ON
 EE2207'THE LEFT.  TURN LEFT AND GO SOUTH ON BOOGER HOLLOW ROAD FOR 2.0
 EE2207'MILES TO THE STATION ON THE LEFT.
 EE2207'
 EE2207'THE STATION IS A STANDARD DISK STAMPED 057-245 AND SET IN A
 EE2207'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2207'UNDERGROUND MARK, STAMPED 057-245, WAS SET IN AN IRREGULAR MASS
 EE2207'OF CONCRETE 0.74 METERS BELOW THE STATION.
 EE2207'
 EE2207'THE STATION IS LOCATED 26.2 FEET SOUTHWEST OF A WITNESS POST,
 EE2207'379.3 FEET SOUTH OF THE CENTERLINE OF BOOGER HOLLOW ROAD, AND
 EE2207'196.6 FEET NORTHEAST OF A 4-INCH ELM TREE.
 EE2207'
 EE2207'TO REACH THE AZIMUTH FROM THE STATION GO NORTH ON BOOGER HOLLOW
 EE2207'ROAD FOR 0.15 MILES TO THE MARK ON THE LEFT SIDE OF THE ROAD.  THE
 EE2207'MARK IS A STANDARD DISK STAMPED AZI SET IN A CONCRETE POST FLUSH
 EE2207'WITH THE SURFACE OF THE GROUND.  THE MARK IS 19.5 FEET WEST OF THE
 EE2207'CENTERLINE OF THE ROAD, 4.2 FEET EAST OF THE PASTURE FENCE, AND
 EE2207'14.0 FEET NORTH OF A 6-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1623 ***********************************************************************
 EE1623  DESIGNATION -  BV 058 14 SHDSAM 1975
 EE1623  PID         -  EE1623
 EE1623  STATE/COUNTY-  GA/FORSYTH
 EE1623  USGS QUAD   -  COAL MOUNTAIN (1985)
 EE1623
 EE1623                         *CURRENT SURVEY CONTROL
 EE1623  ___________________________________________________________________
 EE1623* NAD 83(1994)-  34 19 27.10065(N)    084 04 22.07634(W)     ADJUSTED  
 EE1623* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 EE1623  ___________________________________________________________________
 EE1623  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EE1623  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1623
 EE1623  HORZ ORDER  -  SECOND
 EE1623
 EE1623.The horizontal coordinates were established by classical geodetic methods
 EE1623.and adjusted by the National Geodetic Survey in September 1997..
 EE1623.No horizontal observational check was made to the station.
 EE1623
 EE1623.The orthometric height was scaled from a topographic map.
 EE1623
 EE1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1623
 EE1623.The geoid height was determined by GEOID03.
 EE1623
 EE1623;                    North         East     Units Scale Factor Converg.
 EE1623;SPC GA W     -   479,465.475   708,638.000   MT  0.99990092   +0 03 10.5
 EE1623;SPC GA W     - 1,573,046.31  2,324,923.17   sFT  0.99990092   +0 03 10.5
 EE1623;UTM  16      - 3,801,984.459   769,332.400   MT  1.00049426   +1 39 05.6
 EE1623;UTM  17      - 3,802,380.485   217,266.500   MT  1.00058548   -1 44 01.8
 EE1623
 EE1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1623!SPC GA W     -   0.99994372  x   0.99990092  =   0.99984465
 EE1623!UTM  16      -   0.99994372  x   1.00049426  =   1.00043796
 EE1623!UTM  17      -   0.99994372  x   1.00058548  =   1.00052917
 EE1623
 EE1623                          SUPERSEDED SURVEY CONTROL
 EE1623
 EE1623  NAD 83(1986)-  34 19 27.10719(N)    084 04 22.07641(W) AD(       ) 2
 EE1623  NAD 27      -  34 19 26.76232(N)    084 04 22.39436(W) AD(       ) 2
 EE1623
 EE1623.Superseded values are not recommended for survey control.
 EE1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1623.See file dsdata.txt to determine how the superseded data were derived.
 EE1623
 EE1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6933201984(NAD 83)
 EE1623_MARKER: DD = SURVEY DISK
 EE1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1623+STABILITY: SURFACE MOTION
 EE1623
 EE1623  HISTORY     - Date     Condition        Report By
 EE1623  HISTORY     - 1975     MONUMENTED       GADT
 EE1623
 EE1623                          STATION DESCRIPTION
 EE1623
 EE1623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1623'THE STATION IS A STATE HIGHWAY DEPARTMENT SURVEYS AND AERIAL
 EE1623'MAPPING TRAVERSE STATION STANDARD DISK STAMPED 058-14 SET IN THE
 EE1623'TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 EE1623'SURFACE, LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST OF
 EE1623'SILVER CITY, 4 MILES NORTH-NORTHEAST OF COAL MOUNTAIN, AND 4-3/4
 EE1623'MILES WEST-NORTHWEST OF CHESTATEE ON STATE RIGHT-OF-WAY.  TO
 EE1623'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 (STATE
 EE1623'ROUTE 9E) AND STATE ROUTE 369 IN COAL MOUNTAIN, LOCATED
 EE1623'APPROXIMATELY 5 MILES NORTH-NORTHEAST OF CUMMING, GO
 EE1623'NORTHERLY ALONG U.S. HIGHWAY 19 FOR 0.9 MILE TO THE JUNCTION OF
 EE1623'STATE ROUTE 9E FORKING TO THE RIGHT.  TURN RIGHT GOING
 EE1623'NORTHERLY ALONG STATE ROUTE 9E FOR 2.35 MILES TO THE JUNCTION
 EE1623'OF BURRUS ROAD (COUNTY ROAD 188) TO THE LEFT.  CONTINUE
 EE1623'GOING NORTHERLY ALONG STATE ROUTE 9E FOR 0.9 MILE TO THE
 EE1623'JUNCTION OF COUNTY ROAD 177 CROSSING.  CONTINUE GOING
 EE1623'NORTHEASTERLY ALONG STATE ROUTE 9E FOR 0.05 MILE TO THE STATION
 EE1623'ON THE RIGHT.  THE STATION IS LOCATED 21.0 FEET EAST OF THE
 EE1623'CENTERLINE OF STATE ROUTE 9E, 183.5 FEET NORTHEAST OF THE POINT
 EE1623'OF INTERSECTION OF THE CENTERLINE OF STATE ROUTE 9E AND COUNTY
 EE1623'ROAD 177, 515 FEET NORTH OF A 4 INCH DOGWOOD TREE, 79.5 FEET
 EE1623'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, AND 25.0 FEET
 EE1623'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 EE1623'STATE ROUTE 9E AND A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1675 ***********************************************************************
 EE1675  DESIGNATION -  BV 058 200
 EE1675  PID         -  EE1675
 EE1675  STATE/COUNTY-  GA/FORSYTH
 EE1675  USGS QUAD   -  CUMMING (1992)
 EE1675
 EE1675                         *CURRENT SURVEY CONTROL
 EE1675  ___________________________________________________________________
 EE1675* NAD 83(1994)-  34 14 12.20701(N)    084 09 38.82080(W)     ADJUSTED  
 EE1675* NAVD 88     -       597.8    (meters)    1961.     (feet)  VERTCON   
 EE1675  ___________________________________________________________________
 EE1675  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EE1675  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EE1675
 EE1675  HORZ ORDER  -  SECOND
 EE1675
 EE1675.The horizontal coordinates were established by classical geodetic methods
 EE1675.and adjusted by the National Geodetic Survey in September 1997..
 EE1675
 EE1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1675
 EE1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1675
 EE1675.The geoid height was determined by GEOID03.
 EE1675
 EE1675;                    North         East     Units Scale Factor Converg.
 EE1675;SPC GA W     -   469,759.596   700,541.943   MT  0.99990000   +0 00 11.9
 EE1675;SPC GA W     - 1,541,202.94  2,298,361.36   sFT  0.99990000   +0 00 11.9
 EE1675;UTM  16      - 3,792,051.103   761,505.506   MT  1.00044305   +1 35 53.8
 EE1675
 EE1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1675!SPC GA W     -   0.99991080  x   0.99990000  =   0.99981081
 EE1675!UTM  16      -   0.99991080  x   1.00044305  =   1.00035381
 EE1675
 EE1675:                Primary Azimuth Mark                     Grid Az
 EE1675:SPC GA W     -  WILKIE                                   280 35 08.6
 EE1675:UTM  16      -  WILKIE                                   278 59 26.7
 EE1675
 EE1675|---------------------------------------------------------------------|
 EE1675| PID    Reference Object                     Distance      Geod. Az  |
 EE1675|                                                           dddmmss.s |
 EE1675| EE1674 WILKIE                              APPROX. 7.8 KM 2803520.5 |
 EE1675|---------------------------------------------------------------------|
 EE1675
 EE1675                          SUPERSEDED SURVEY CONTROL
 EE1675
 EE1675  NAD 83(1986)-  34 14 12.21345(N)    084 09 38.82154(W) AD(       ) 2
 EE1675  NAD 27      -  34 14 11.87280(N)    084 09 39.11432(W) AD(       ) 2
 EE1675  NGVD 29 (07/19/86)  597.8    (m)         1961.     (f) VERT ANG       
 EE1675
 EE1675.Superseded values are not recommended for survey control.
 EE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1675.See file dsdata.txt to determine how the superseded data were derived.
 EE1675
 EE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6150692051(NAD 83)
 EE1675_MARKER: DD = SURVEY DISK
 EE1675_SETTING: 0 = UNSPECIFIED SETTING
 EE1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1675
 EE1675  HISTORY     - Date     Condition        Report By
 EE1675  HISTORY     - 1972     MONUMENTED       GADT
 EE1675
 EE1675                          STATION DESCRIPTION
 EE1675
 EE1675'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1675'THE STATION IS LOCATED 2.4 MILES NORTHWEST OF CUMMING, 5.2 MILES
 EE1675'EAST OF DUCKTOWN, 13.5 MILES NORTHEAST OF ALPHARETTA, GEORGIA.
 EE1675'
 EE1675'TO REACH FROM THE INTERSECTION OF U.S. 19 AND GA. 20 IN
 EE1675'CUMMING.  PROCEED WEST ON GA. 20 1.95 MILES TO THE INTERSECTION
 EE1675'OF GA. 20 AND COUNTY ROAD 293.  PROCEED NORTH ON THE COUNTY ROAD
 EE1675'0.35 MILES TO A GATE, CONTINUE THROUGH THE GATE 0.60 MILES TO A
 EE1675'PAVED FORESTRY SERVICE ROAD ON THE LEFT.  PROCEED SOUTHWEST ON
 EE1675'THE FORESTRY SERVICE ROAD 0.2 MILES TO THE STATION ON THE LEFT.
 EE1675'
 EE1675'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1675'WITH THE GROUND.  THE STATION IS LOCATED 9.6 FEET NORTHWEST OF
 EE1675'THE CENTERLINE OF THE FORESTRY SERVICE ROAD.  21.3 FEET NORTHWEST
 EE1675'OF THE NORTH LEG OF THE LOT.  20.4 FEET NORTH-NORTHWEST OF THE
 EE1675'WEST CORNER OF THE LOT.  77.2 FEET WEST-NORTHWEST OF A POWER
 EE1675'POLE.
 EE1675'
 EE1675'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1675'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1625 ***********************************************************************
 EE1625  DESIGNATION -  BV 058 201 GAHD 1972
 EE1625  PID         -  EE1625
 EE1625  STATE/COUNTY-  GA/FORSYTH
 EE1625  USGS QUAD   -  MATT (1993)
 EE1625
 EE1625                         *CURRENT SURVEY CONTROL
 EE1625  ___________________________________________________________________
 EE1625* NAD 83(1994)-  34 18 38.91702(N)    084 14 28.09639(W)     ADJUSTED  
 EE1625* NAVD 88     -       335.2    (meters)    1100.     (feet)  VERTCON   
 EE1625  ___________________________________________________________________
 EE1625  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 EE1625  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1625
 EE1625  HORZ ORDER  -  SECOND
 EE1625
 EE1625.The horizontal coordinates were established by classical geodetic methods
 EE1625.and adjusted by the National Geodetic Survey in September 1997..
 EE1625
 EE1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1625
 EE1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1625
 EE1625.The geoid height was determined by GEOID03.
 EE1625
 EE1625;                    North         East     Units Scale Factor Converg.
 EE1625;SPC GA W     -   477,979.445   693,145.836   MT  0.99990058   -0 02 31.1
 EE1625;SPC GA W     - 1,568,170.90  2,274,095.96   sFT  0.99990058   -0 02 31.1
 EE1625;UTM  16      - 3,800,065.861   753,879.314   MT  1.00039457   +1 33 21.4
 EE1625
 EE1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1625!SPC GA W     -   0.99995201  x   0.99990058  =   0.99985260
 EE1625!UTM  16      -   0.99995201  x   1.00039457  =   1.00034656
 EE1625
 EE1625:                Primary Azimuth Mark                     Grid Az
 EE1625:SPC GA W     -  MICA                                     007 19 22.8
 EE1625:UTM  16      -  MICA                                     005 43 30.3
 EE1625
 EE1625|---------------------------------------------------------------------|
 EE1625| PID    Reference Object                     Distance      Geod. Az  |
 EE1625|                                                           dddmmss.s |
 EE1625| EE1628 MICA                                APPROX. 7.2 KM 0071651.7 |
 EE1625|---------------------------------------------------------------------|
 EE1625
 EE1625                          SUPERSEDED SURVEY CONTROL
 EE1625
 EE1625  NAD 83(1986)-  34 18 38.92327(N)    084 14 28.09712(W) AD(       ) 2
 EE1625  NAD 27      -  34 18 38.58586(N)    084 14 28.38450(W) AD(       ) 2
 EE1625  NGVD 29 (07/19/86)  335.2    (m)         1100.     (f) VERT ANG       
 EE1625
 EE1625.Superseded values are not recommended for survey control.
 EE1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1625.See file dsdata.txt to determine how the superseded data were derived.
 EE1625
 EE1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5387900066(NAD 83)
 EE1625_MARKER: DD = SURVEY DISK
 EE1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1625+STABILITY: SURFACE MOTION
 EE1625
 EE1625  HISTORY     - Date     Condition        Report By
 EE1625  HISTORY     - 1972     MONUMENTED       GADT
 EE1625
 EE1625                          STATION DESCRIPTION
 EE1625
 EE1625'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1625'THE STATION IS LOCATED 4.0 MILES NORTHEAST OF THE INTERSECTION OF
 EE1625'STATE ROUTES 369 AND 372, 5.8 MILES NORTHEAST OF THE INTERSECTION
 EE1625'OF STATE ROUTES 20 AND 372, AND 5.0 MILES NORTHEAST OF THE
 EE1625'INTERSECTION OF STATE ROUTES 20 AND 369 ON THE PROPERTY OF
 EE1625'MRS. GENE MAULDIN.
 EE1625'
 EE1625'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 372
 EE1625'AND 5, AT BALL GROUND, PROCEED EAST ON STATE ROUTE 372 FOR 7.7
 EE1625'MILES TO THE INTERSECTION OF STATE ROUTE 369.  PROCEED EAST ON
 EE1625'STATE ROUTE 369 FOR 5.6 MILES TO COUNTY ROAD 268, PROCEED NORTH
 EE1625'ON COUNTY ROAD 268 FOR 2.05 MILES TO THE STATION.
 EE1625'
 EE1625'THE STATION IS A STANDARD BRASS DISK STAMPED 058-201, SET IN A
 EE1625'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE1625'UNDERGROUND MARK IS A STANDARD DISK STAMPED 058-201, SET IN AN
 EE1625'IRREGULAR MASS OF CONCRETE 0.73 METER BELOW THE STATION.  THE
 EE1625'STATION IS LOCATED 123.0 FEET SOUTHEAST OF A 3 FORKED SWEET GUM
 EE1625'TREE, 148.0 FEET WEST OF A FENCE CORNER, AND 110.0 FEET
 EE1625'NORTHWEST OF A FENCE CORNER.
 EE1625'
 EE1625'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1625'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1680 ***********************************************************************
 EE1680  DESIGNATION -  BV 058 202
 EE1680  PID         -  EE1680
 EE1680  STATE/COUNTY-  GA/FORSYTH
 EE1680  USGS QUAD   -  CUMMING (1992)
 EE1680
 EE1680                         *CURRENT SURVEY CONTROL
 EE1680  ___________________________________________________________________
 EE1680* NAD 83(1994)-  34 10 19.44869(N)    084 08 53.36087(W)     ADJUSTED  
 EE1680* NAVD 88     -       399.0    (meters)    1309.     (feet)  VERTCON   
 EE1680  ___________________________________________________________________
 EE1680  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EE1680  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1680
 EE1680  HORZ ORDER  -  SECOND
 EE1680
 EE1680.The horizontal coordinates were established by classical geodetic methods
 EE1680.and adjusted by the National Geodetic Survey in September 1997..
 EE1680
 EE1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1680
 EE1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1680
 EE1680.The geoid height was determined by GEOID03.
 EE1680
 EE1680;                    North         East     Units Scale Factor Converg.
 EE1680;SPC GA W     -   462,588.516   701,706.496   MT  0.99990004   +0 00 37.4
 EE1680;SPC GA W     - 1,517,675.82  2,302,182.06   sFT  0.99990004   +0 00 37.4
 EE1680;UTM  16      - 3,784,911.278   762,869.790   MT  1.00045188   +1 36 09.9
 EE1680
 EE1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1680!SPC GA W     -   0.99994200  x   0.99990004  =   0.99984205
 EE1680!UTM  16      -   0.99994200  x   1.00045188  =   1.00039386
 EE1680
 EE1680:                Primary Azimuth Mark                     Grid Az
 EE1680:SPC GA W     -  BV 058 202 AZ MK                         033 37 08.8
 EE1680:UTM  16      -  BV 058 202 AZ MK                         032 01 36.3
 EE1680
 EE1680|---------------------------------------------------------------------|
 EE1680| PID    Reference Object                     Distance      Geod. Az  |
 EE1680|                                                           dddmmss.s |
 EE1680| CZ4321 BV 058 202 AZ MK                                   0333746.2 |
 EE1680|---------------------------------------------------------------------|
 EE1680
 EE1680                          SUPERSEDED SURVEY CONTROL
 EE1680
 EE1680  NAD 83(1986)-  34 10 19.45497(N)    084 08 53.36167(W) AD(       ) 2
 EE1680  NAD 27      -  34 10 19.10985(N)    084 08 53.65405(W) AD(       ) 2
 EE1680  NGVD 29 (07/19/86)  399.0    (m)         1309.     (f) VERT ANG       
 EE1680
 EE1680.Superseded values are not recommended for survey control.
 EE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1680.See file dsdata.txt to determine how the superseded data were derived.
 EE1680
 EE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6287084911(NAD 83)
 EE1680_MARKER: DD = SURVEY DISK
 EE1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1680
 EE1680  HISTORY     - Date     Condition        Report By
 EE1680  HISTORY     - 1975     MONUMENTED       GADT
 EE1680  HISTORY     - 20000115 MARK NOT FOUND   GADT
 EE1680
 EE1680                          STATION DESCRIPTION
 EE1680
 EE1680'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1680'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH OF CUMMING,
 EE1680'9-1/4 MILES NORTH-NORTHWEST OF SUWANEE, AND 8-1/4 MILES NORTHWEST
 EE1680'OF SUGAR HILL ON THE PROPERTY OF MR. C.W. MATTHEWS.
 EE1680'
 EE1680'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20 AND STATE
 EE1680'ROUTE 400 AND THE AZIMUTH MARK, LOCATED APPROXIMATELY 1-1/2 MILES
 EE1680'SOUTH OF CUMMING, GO NORTHWESTERLY ALONG STATE ROUTE 20 FOR 0.25
 EE1680'MILE TO THE JUNCTION OF OLD ATLANTA ROAD (COUNTY ROAD 91285) TO
 EE1680'THE LEFT.  TURN LEFT, GOING SOUTH-SOUTHWEST ALONG OLD ATLANTA
 EE1680'ROAD FOR 0.6 MILE TO A BRIDGE OVER STATE ROUTE 400.  CONTINUE
 EE1680'SOUTH-SOUTHWEST ALONG OLD ATLANTA ROAD FOR 0.35 MILE TO THE
 EE1680'JUNCTION OF HAW CREEK ROAD TO THE LEFT.  CONTINUE
 EE1680'SOUTH-SOUTHWEST ALONG OLD ATLANTA ROAD FOR 0.2 MILE TO THE
 EE1680'STATION ON THE LEFT ON TOP OF A HILL IN THE C.W. MATTHEWS ROCK
 EE1680'QUARRY.
 EE1680'
 EE1680'THE STATION IS LOCATED 119.0 FEET SOUTHEAST OF THE CENTERLINE OF
 EE1680'THE ROAD, 68.0 FEET SOUTHEAST OF A FENCELINE, 70.5 FEET SOUTHEAST
 EE1680'OF A POWER POLE, 305.0 FEET EAST-NORTHEAST OF ANOTHER POWER POLE,
 EE1680'AND 2.9 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 EE1680'DISK STAMPED 058-202, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1680'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1680'UNDERGROUND STATION IS A STANDARD DISK STAMPED 058-202, SET IN
 EE1680'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.7
 EE1680'METER BELOW THE SURFACE OF THE GROUND.
 EE1680'
 EE1680'THE AZIMUTH MARK IS LOCATED IN THE STATE ROUTE 400 HIGHWAY MEDIAN,
 EE1680'59.0 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 EE1680'STATE ROUTE 400, 30 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 EE1680'SOUTHBOUND LANE, 13.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EE1680'THE SOUTH COLUMN OF THE STATE ROUTE 20 BRIDGE OVER STATE ROUTE
 EE1680'400, AND 2.8 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 EE1680'DISK STAMPED 058-202 AZMK, SET IN THE TOP OF A 10 INCH
 EE1680'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EE1680
 EE1680                          STATION RECOVERY (2000)
 EE1680
 EE1680'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1689 ***********************************************************************
 EE1689  DESIGNATION -  BV 058 203
 EE1689  PID         -  EE1689
 EE1689  STATE/COUNTY-  GA/FORSYTH
 EE1689  USGS QUAD   -  BIRMINGHAM (1972)
 EE1689
 EE1689                         *CURRENT SURVEY CONTROL
 EE1689  ___________________________________________________________________
 EE1689* NAD 83(1994)-  34 13 25.83595(N)    084 15 23.41682(W)     ADJUSTED  
 EE1689* NAVD 88     -       363.4    (meters)    1192.     (feet)  VERTCON   
 EE1689  ___________________________________________________________________
 EE1689  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EE1689  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EE1689
 EE1689  HORZ ORDER  -  SECOND
 EE1689
 EE1689.The horizontal coordinates were established by classical geodetic methods
 EE1689.and adjusted by the National Geodetic Survey in September 1997..
 EE1689
 EE1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1689
 EE1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1689
 EE1689.The geoid height was determined by GEOID03.
 EE1689
 EE1689;                    North         East     Units Scale Factor Converg.
 EE1689;SPC GA W     -   468,334.544   691,722.995   MT  0.99990084   -0 03 01.9
 EE1689;SPC GA W     - 1,536,527.58  2,269,427.86   sFT  0.99990084   -0 03 01.9
 EE1689;UTM  16      - 3,790,380.324   752,725.112   MT  1.00038738   +1 32 37.8
 EE1689
 EE1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1689!SPC GA W     -   0.99994759  x   0.99990084  =   0.99984844
 EE1689!UTM  16      -   0.99994759  x   1.00038738  =   1.00033495
 EE1689
 EE1689:                Primary Azimuth Mark                     Grid Az
 EE1689:SPC GA W     -  BV 058 203 AZ MK                         253 44 57.3
 EE1689:UTM  16      -  BV 058 203 AZ MK                         252 09 17.6
 EE1689
 EE1689|---------------------------------------------------------------------|
 EE1689| PID    Reference Object                     Distance      Geod. Az  |
 EE1689|                                                           dddmmss.s |
 EE1689| CZ4322 BV 058 203 AZ MK                                   2534155.4 |
 EE1689|---------------------------------------------------------------------|
 EE1689
 EE1689                          SUPERSEDED SURVEY CONTROL
 EE1689
 EE1689  NAD 83(1986)-  34 13 25.84225(N)    084 15 23.41752(W) AD(       ) 2
 EE1689  NAD 27      -  34 13 25.49858(N)    084 15 23.70018(W) AD(       ) 2
 EE1689  NGVD 29 (07/19/86)  363.4    (m)         1192.     (f) VERT ANG       
 EE1689
 EE1689.Superseded values are not recommended for survey control.
 EE1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1689.See file dsdata.txt to determine how the superseded data were derived.
 EE1689
 EE1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5272590380(NAD 83)
 EE1689_MARKER: DD = SURVEY DISK
 EE1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1689
 EE1689  HISTORY     - Date     Condition        Report By
 EE1689  HISTORY     - 1972     MONUMENTED       GADT
 EE1689
 EE1689                          STATION DESCRIPTION
 EE1689
 EE1689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1689'THE STATION IS LOCATED 6.8 MILES WEST OF CANTON, 4.3 MILES
 EE1689'SOUTHEAST OF THE INTERSECTION OF STATE ROUTES 372 AND 369, AND
 EE1689'4.7 MILES NORTH OF THE INTERSECTION OF STATE ROUTE 141 AND
 EE1689'U.S. 19 ON THE PROPERTY OF MR. BOBBY CARMICHAEL.
 EE1689'
 EE1689'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 20
 EE1689'AND 371, ABOUT 5.5 MILES WEST-NORTHWEST OF CUMMING, PROCEED WEST
 EE1689'FOR 1.85 MILES TO COUNTY ROAD 233.  PROCEED SOUTHWEST ON COUNTY
 EE1689'ROAD 233 FOR 0.2 MILE TO COUNTY ROAD 25.  PROCEED SOUTH ON
 EE1689'COUNTY ROAD 25 FOR 0.75 MILE TO THE STATION NEAR THE FENCE.
 EE1689'
 EE1689'THE STATION IS A STANDARD BRASS DISK STAMPED 058-203, SET IN
 EE1689'POURED CONCRETE FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS
 EE1689'A STANDARD DISK STAMPED 058-203, SET IN AN IRREGULAR MASS OF
 EE1689'CONCRETE 0.71 METER BELOW THE STATION.  THE STATION IS LOCATED
 EE1689'33.7 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 3.0 FEET SOUTH
 EE1689'OF A WOOD FENCE, 28.0 FEET NORTH OF THE CENTERLINE OF THE DIRT
 EE1689'DRIVEWAY, AND 54.5 FEET NORTHWEST OF A 28 INCH COTTONWOOD TREE.
 EE1689'
 EE1689'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 058-203 AZI, SET IN
 EE1689'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1689'SURFACE OF THE GROUND.  IT IS LOCATED 0.65 MILE NORTH OF THE
 EE1689'STATION.  IT IS 20.3 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 EE1689'25.3 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, AND 33.5
 EE1689'FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE DRIVEWAY AND
 EE1689'THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1672 ***********************************************************************
 EE1672  DESIGNATION -  BV 058 204
 EE1672  PID         -  EE1672
 EE1672  STATE/COUNTY-  GA/FORSYTH
 EE1672  USGS QUAD   -  CUMMING (1992)
 EE1672
 EE1672                         *CURRENT SURVEY CONTROL
 EE1672  ___________________________________________________________________
 EE1672* NAD 83(1994)-  34 11 48.94161(N)    084 11 50.33571(W)     ADJUSTED  
 EE1672* NAVD 88     -       357.7    (meters)    1174.     (feet)  VERTCON   
 EE1672  ___________________________________________________________________
 EE1672  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EE1672  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1672
 EE1672  HORZ ORDER  -  SECOND
 EE1672
 EE1672.The horizontal coordinates were established by classical geodetic methods
 EE1672.and adjusted by the National Geodetic Survey in September 1997..
 EE1672
 EE1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1672
 EE1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1672
 EE1672.The geoid height was determined by GEOID03.
 EE1672
 EE1672;                    North         East     Units Scale Factor Converg.
 EE1672;SPC GA W     -   465,346.029   697,175.350   MT  0.99990010   -0 01 02.0
 EE1672;SPC GA W     - 1,526,722.76  2,287,316.13   sFT  0.99990010   -0 01 02.0
 EE1672;UTM  16      - 3,787,543.187   758,261.271   MT  1.00042226   +1 34 33.9
 EE1672
 EE1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1672!SPC GA W     -   0.99994849  x   0.99990010  =   0.99984859
 EE1672!UTM  16      -   0.99994849  x   1.00042226  =   1.00037072
 EE1672
 EE1672:                Primary Azimuth Mark                     Grid Az
 EE1672:SPC GA W     -  SAWNEE MTN ATT MICROWAVE                 039 01 27.0
 EE1672:UTM  16      -  SAWNEE MTN ATT MICROWAVE                 037 25 51.1
 EE1672
 EE1672|---------------------------------------------------------------------|
 EE1672| PID    Reference Object                     Distance      Geod. Az  |
 EE1672|                                                           dddmmss.s |
 EE1672| EE1671 SAWNEE MTN ATT MICROWAVE            APPROX. 5.9 KM 0390025.0 |
 EE1672| CZ4323 BV 058 204 AZ MK                                   1732234.5 |
 EE1672|---------------------------------------------------------------------|
 EE1672
 EE1672                          SUPERSEDED SURVEY CONTROL
 EE1672
 EE1672  NAD 83(1986)-  34 11 48.94799(N)    084 11 50.33644(W) AD(       ) 2
 EE1672  NAD 27      -  34 11 48.60341(N)    084 11 50.62503(W) AD(       ) 2
 EE1672  NGVD 29 (07/19/86)  357.7    (m)         1174.     (f) VERT ANG       
 EE1672
 EE1672.Superseded values are not recommended for survey control.
 EE1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1672.See file dsdata.txt to determine how the superseded data were derived.
 EE1672
 EE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5826187543(NAD 83)
 EE1672_MARKER: DD = SURVEY DISK
 EE1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1672
 EE1672  HISTORY     - Date     Condition        Report By
 EE1672  HISTORY     - 1973     MONUMENTED       GADT
 EE1672  HISTORY     - 20000115 MARK NOT FOUND   GADT
 EE1672
 EE1672                          STATION DESCRIPTION
 EE1672
 EE1672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1672'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES WEST-SOUTHWEST
 EE1672'OF CUMMING, 8.0 MILES WEST-NORTHWEST OF BUFORD DAM, AND 10.0
 EE1672'MILES NORTH-NORTHEAST OF ALPHARETTA.
 EE1672'
 EE1672'TO REACH THE STATION FROM THE COURTHOUSE IN CUMMING, GEORGIA,
 EE1672'GO WEST ON STATE ROUTE 20 FOR 0.2 MILE TO THE INTERSECTION OF
 EE1672'STATE ROUTE 20 AND KELLY MILL ROAD (FORSYTH COUNTY ROAD 5).  TURN
 EE1672'LEFT ONTO KELLY MILL ROAD AND GO WEST FOR 3.70 MILES TO THE
 EE1672'INTERSECTION OF COUNTY ROAD S2348 (FRIENDSHIP ROAD).  TURN LEFT
 EE1672'AND GO SOUTH ON COUNTY ROAD S2348 (FRIENDSHIP ROAD) FOR 0.05
 EE1672'MILE TO THE STATION ON THE RIGHT.  IT IS LOCATED ON THE CORNER
 EE1672'OF PITMAN ROAD AND FRIENDSHIP ROAD OPPOSITE THE BETHELVIEW
 EE1672'UNITED METHODIST CHURCH.
 EE1672'
 EE1672'THE STATION MARK IS A STANDARD DISK STAMPED 058-204, SET IN A
 EE1672'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1672'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 058-204,
 EE1672'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3.0 FEET
 EE1672'BENEATH THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 8.1
 EE1672'FEET EAST OF THE WITNESS POST, 60.0 FEET WEST OF THE CENTERLINE
 EE1672'OF COUNTY ROAD S2348, AND 10.4 FEET EAST OF A UTILITY POLE.
 EE1672'
 EE1672'TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON COUNTY ROAD S2348
 EE1672'(FRIENDSHIP ROAD) FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 EE1672'LEFT.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED 058-204 AZI,
 EE1672'SET IN A 10-INCH CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1672'GROUND.  THE MARK IS LOCATED 3.3 FEET WEST OF A UTILITY POLE,
 EE1672'66.9 FEET NORTHEAST OF A BARN, 11.1 FEET WEST OF A BARBED WIRE
 EE1672'FENCE, AND 33.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 EE1672'S2348.
 EE1672
 EE1672                          STATION RECOVERY (2000)
 EE1672
 EE1672'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1669 ***********************************************************************
 EE1669  DESIGNATION -  BV 058 205
 EE1669  PID         -  EE1669
 EE1669  STATE/COUNTY-  GA/FORSYTH
 EE1669  USGS QUAD   -  CUMMING (1992)
 EE1669
 EE1669                         *CURRENT SURVEY CONTROL
 EE1669  ___________________________________________________________________
 EE1669* NAD 83(1994)-  34 13 35.97250(N)    084 13 38.94039(W)     ADJUSTED  
 EE1669* NAVD 88     -       371.3    (meters)    1218.     (feet)  VERTCON   
 EE1669  ___________________________________________________________________
 EE1669  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EE1669  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1669
 EE1669  HORZ ORDER  -  SECOND
 EE1669
 EE1669.The horizontal coordinates were established by classical geodetic methods
 EE1669.and adjusted by the National Geodetic Survey in September 1997..
 EE1669
 EE1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1669
 EE1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1669
 EE1669.The geoid height was determined by GEOID03.
 EE1669
 EE1669;                    North         East     Units Scale Factor Converg.
 EE1669;SPC GA W     -   468,644.872   694,396.982   MT  0.99990039   -0 02 03.1
 EE1669;SPC GA W     - 1,537,545.72  2,278,200.77   sFT  0.99990039   -0 02 03.1
 EE1669;UTM  16      - 3,790,765.125   755,390.749   MT  1.00040408   +1 33 37.1
 EE1669
 EE1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1669!SPC GA W     -   0.99994635  x   0.99990039  =   0.99984675
 EE1669!UTM  16      -   0.99994635  x   1.00040408  =   1.00035041
 EE1669
 EE1669:                Primary Azimuth Mark                     Grid Az
 EE1669:SPC GA W     -  BV 058 205 AZ MK                         152 18 29.9
 EE1669:UTM  16      -  BV 058 205 AZ MK                         150 42 49.7
 EE1669
 EE1669|---------------------------------------------------------------------|
 EE1669| PID    Reference Object                     Distance      Geod. Az  |
 EE1669|                                                           dddmmss.s |
 EE1669| CZ4324 BV 058 205 AZ MK                                   1521626.8 |
 EE1669|---------------------------------------------------------------------|
 EE1669
 EE1669                          SUPERSEDED SURVEY CONTROL
 EE1669
 EE1669  NAD 83(1986)-  34 13 35.97885(N)    084 13 38.94109(W) AD(       ) 2
 EE1669  NAD 27      -  34 13 35.63617(N)    084 13 39.22728(W) AD(       ) 2
 EE1669  NGVD 29 (07/19/86)  371.3    (m)         1218.     (f) VERT ANG       
 EE1669
 EE1669.Superseded values are not recommended for survey control.
 EE1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1669.See file dsdata.txt to determine how the superseded data were derived.
 EE1669
 EE1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5539190765(NAD 83)
 EE1669_MARKER: DD = SURVEY DISK
 EE1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1669
 EE1669  HISTORY     - Date     Condition        Report By
 EE1669  HISTORY     - 1973     MONUMENTED       GADT
 EE1669
 EE1669                          STATION DESCRIPTION
 EE1669
 EE1669'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1669'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES NORTHWEST OF
 EE1669'CUMMING, 9.5 MILES NORTHWEST OF BUFORD DAM AND 10.0 MILES
 EE1669'NORTH-NORTHEAST OF ALPHARETTA ON THE PROPERTY OF J. PORTER.
 EE1669'
 EE1669'TO REACH THE STATION FROM THE COURTHOUSE IN CUMMING, GEORGIA, GO
 EE1669'WEST ON STATE ROUTE 20 FOR 1.55 MILES TO STATE ROUTE 306 ON THE
 EE1669'RIGHT.  CONTINUE WEST ON STATE ROUTE 20 FOR 2.95 MILES TO COUNTY
 EE1669'ROAD 92348.  CONTINUE WEST ON STATE ROUTE 20 FOR 1.9 MILES TO
 EE1669'STATE ROUTE 371 ON THE LEFT.  TURN LEFT, AND GO SOUTH ON STATE
 EE1669'ROUTE 371 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 EE1669'
 EE1669'THE STATION MARK IS A STANDARD DISK STAMPED 058-205, SET IN A
 EE1669'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1669'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 058-205
 EE1669'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3 FEET
 EE1669'BENEATH THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 90.0
 EE1669'FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE PORTER
 EE1669'DRIVEWAY AND STATE ROUTE 371.  77.4 FEET SOUTHEAST OF THE CHIMNEY
 EE1669'LOCATED ON THE SOUTH SIDE OF THE PORTER HOME AND 59.2 FEET
 EE1669'NORTHWEST OF A UTILITY POLE.
 EE1669'
 EE1669'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON STATE
 EE1669'ROUTE 371 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE
 EE1669'AZIMUTH MARK IS A STANDARD DISK STAMPED 058-205 AZI SET IN A 10
 EE1669'INCH CONCRETE POST FLUSH WITH THE SURFACE GROUND.
 EE1669'
 EE1669'THE MARKER IS EMBEDED IN THE LAWN OF THE LOUIS GRADY HOME 19.7
 EE1669'FEET EAST OF THE CENTERLINE OF STATE ROUTE 371.  25.6 FEET
 EE1669'NORTHEAST OF THE POINT OF INTERSECTION OF THE GRADY DRIVEWAY WITH
 EE1669'STATE ROUTE 371 AND 42.7 FEET SOUTHWEST OF A LONE EVERGREEN TREE
 EE1669'AND 55.7 FEET NORTHWEST OF A LONE EVERGREEN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1626 ***********************************************************************
 EE1626  DESIGNATION -  BV 058 207
 EE1626  PID         -  EE1626
 EE1626  STATE/COUNTY-  GA/FORSYTH
 EE1626  USGS QUAD   -  MATT (1993)
 EE1626
 EE1626                         *CURRENT SURVEY CONTROL
 EE1626  ___________________________________________________________________
 EE1626* NAD 83(1994)-  34 16 21.75937(N)    084 13 04.00028(W)     ADJUSTED  
 EE1626* NAVD 88     -       353.4    (meters)    1159.     (feet)  VERTCON   
 EE1626  ___________________________________________________________________
 EE1626  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EE1626  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EE1626
 EE1626  HORZ ORDER  -  SECOND
 EE1626
 EE1626.The horizontal coordinates were established by classical geodetic methods
 EE1626.and adjusted by the National Geodetic Survey in September 1997..
 EE1626
 EE1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1626
 EE1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1626
 EE1626.The geoid height was determined by GEOID03.
 EE1626
 EE1626;                    North         East     Units Scale Factor Converg.
 EE1626;SPC GA W     -   473,752.267   695,293.717   MT  0.99990027   -0 01 43.6
 EE1626;SPC GA W     - 1,554,302.23  2,281,142.80   sFT  0.99990027   -0 01 43.6
 EE1626;UTM  16      - 3,795,898.104   756,145.316   MT  1.00040883   +1 34 03.4
 EE1626
 EE1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1626!SPC GA W     -   0.99994916  x   0.99990027  =   0.99984943
 EE1626!UTM  16      -   0.99994916  x   1.00040883  =   1.00035797
 EE1626
 EE1626:                Primary Azimuth Mark                     Grid Az
 EE1626:SPC GA W     -  BV 058 207 AZ MK                         047 26 22.6
 EE1626:UTM  16      -  BV 058 207 AZ MK                         045 50 35.6
 EE1626
 EE1626|---------------------------------------------------------------------|
 EE1626| PID    Reference Object                     Distance      Geod. Az  |
 EE1626|                                                           dddmmss.s |
 EE1626| CZ4326 BV 058 207 AZ MK                                   0472439.0 |
 EE1626| EE1671 SAWNEE MTN ATT MICROWAVE            APPROX. 6.8 KM 1240210.9 |
 EE1626|---------------------------------------------------------------------|
 EE1626
 EE1626                          SUPERSEDED SURVEY CONTROL
 EE1626
 EE1626  NAD 83(1986)-  34 16 21.76573(N)    084 13 04.00096(W) AD(       ) 2
 EE1626  NAD 27      -  34 16 21.42727(N)    084 13 04.28833(W) AD(       ) 2
 EE1626  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 EE1626
 EE1626.Superseded values are not recommended for survey control.
 EE1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1626.See file dsdata.txt to determine how the superseded data were derived.
 EE1626
 EE1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5614595898(NAD 83)
 EE1626_MARKER: DD = SURVEY DISK
 EE1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1626
 EE1626  HISTORY     - Date     Condition        Report By
 EE1626  HISTORY     - 1973     MONUMENTED       GADT
 EE1626
 EE1626                          STATION DESCRIPTION
 EE1626
 EE1626'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1626'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF
 EE1626'CUMMING, 14.0 MILES NORTHEAST OF ALPHARETTA AND 11.5 MILES
 EE1626'NORTHWEST OF BUFORD DAM.
 EE1626'
 EE1626'TO REACH THE STATION FROM THE COURTHOUSE IN CUMMING, GO WEST ON
 EE1626'STATE ROUTE 20 FOR 1.55 MILES TO STATE ROUTE 306 ON THE
 EE1626'RIGHT.  CONTINUE WEST ON STATE ROAD 20 FOR 2.9 MILES TO COUNTY
 EE1626'ROAD 92348.  CONTINUE WEST ON STATE ROUTE 20 FOR 0.5 MILE TO
 EE1626'COUNTY ROAD 91588 (SEWELL ROAD) ON THE RIGHT.  TURN RIGHT AND GO
 EE1626'NORTH 0.80 MILE TO THE INTERSECTION OF SEWELL ROAD WITH
 EE1626'HEARDVILLE ROAD.  TURN RIGHT AND GO NORTH 1.40 MILES TO COUNTY
 EE1626'ROAD 253 (PISGAH ROAD) ON THE RIGHT.  TURN RIGHT AND GO EAST
 EE1626'FOR 0.45 MILES TO A FORK.  BEAR RIGHT AND GO IN AN EASTERLY
 EE1626'DIRECTION FOR 0.95 MILES TO THE STATION ON THE RIGHT.
 EE1626'
 EE1626'THE STATION MARK IS A STANDARD DISK STAMPED 058-207 SET IN A
 EE1626'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1626'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 058-207
 EE1626'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3 FEET BENEATH
 EE1626'THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 21.0 FEET
 EE1626'SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 48.2 FEET SOUTHEAST OF
 EE1626'AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 8.7 FEET SOUTH
 EE1626'OF THE WITNESS POST AND 46.6 FEET NORTH-NORTHEAST OF A FENCE
 EE1626'CORNER.
 EE1626'
 EE1626'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 EE1626'DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 EE1626'EMBEDED IN THE SOUTHWEST CORNER OF THE LAWN OF WADE SEWELLS
 EE1626'HOME.  IT IS A STANDARD DISK STAMPED 058-207 AZI SET IN A 10 INCH
 EE1626'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 EE1626'LOCATED 75.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EE1626'SEWELL HOME.  53.0 FEET EAST OF A LARGE OAK TREE, 27.0 FEET
 EE1626'NORTH OF THE CENTER LINE OF THE DIRT ROAD, AND 6.0 FEET WEST OF
 EE1626'A LARGE HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1662 ***********************************************************************
 EE1662  DESIGNATION -  BV 058 208
 EE1662  PID         -  EE1662
 EE1662  STATE/COUNTY-  GA/FORSYTH
 EE1662  USGS QUAD   -  DULUTH (1992)
 EE1662
 EE1662                         *CURRENT SURVEY CONTROL
 EE1662  ___________________________________________________________________
 EE1662* NAD 83(1994)-  34 06 18.03287(N)    084 14 41.74371(W)     ADJUSTED  
 EE1662* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 EE1662  ___________________________________________________________________
 EE1662  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EE1662  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1662
 EE1662  HORZ ORDER  -  SECOND
 EE1662
 EE1662.The horizontal coordinates were established by classical geodetic methods
 EE1662.and adjusted by the National Geodetic Survey in September 1997..
 EE1662
 EE1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1662
 EE1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1662
 EE1662.The geoid height was determined by GEOID03.
 EE1662
 EE1662;                    North         East     Units Scale Factor Converg.
 EE1662;SPC GA W     -   455,153.253   692,779.399   MT  0.99990064   -0 02 38.0
 EE1662;SPC GA W     - 1,493,281.96  2,272,893.74   sFT  0.99990064   -0 02 38.0
 EE1662;UTM  16      - 3,777,227.011   754,147.996   MT  1.00039629   +1 32 44.3
 EE1662
 EE1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1662!SPC GA W     -   0.99995111  x   0.99990064  =   0.99985175
 EE1662!UTM  16      -   0.99995111  x   1.00039629  =   1.00034738
 EE1662
 EE1662:                Primary Azimuth Mark                     Grid Az
 EE1662:SPC GA W     -  BV 058 208 AZ MK                         162 39 43.1
 EE1662:UTM  16      -  BV 058 208 AZ MK                         161 04 20.8
 EE1662
 EE1662|---------------------------------------------------------------------|
 EE1662| PID    Reference Object                     Distance      Geod. Az  |
 EE1662|                                                           dddmmss.s |
 EE1662| CZ4327 BV 058 208 AZ MK                                   1623705.1 |
 EE1662| EE1663 BV 058 208 GADT 1973 PTA             27.390 METERS 18400     |
 EE1662|---------------------------------------------------------------------|
 EE1662
 EE1662                          SUPERSEDED SURVEY CONTROL
 EE1662
 EE1662  NAD 83(1986)-  34 06 18.03854(N)    084 14 41.74445(W) AD(       ) 2
 EE1662  NAD 27      -  34 06 17.68763(N)    084 14 42.02727(W) AD(       ) 2
 EE1662  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 EE1662
 EE1662.Superseded values are not recommended for survey control.
 EE1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1662.See file dsdata.txt to determine how the superseded data were derived.
 EE1662
 EE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5414877227(NAD 83)
 EE1662_MARKER: DD = SURVEY DISK
 EE1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1662
 EE1662  HISTORY     - Date     Condition        Report By
 EE1662  HISTORY     - 1973     MONUMENTED       GADT
 EE1662
 EE1662                          STATION DESCRIPTION
 EE1662
 EE1662'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1662'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTHEAST OF
 EE1662'ALPHARETTA, 8.0 MILES SOUTHWEST OF CUMMING, AND 9.0 MILES SOUTHWEST
 EE1662'OF BUFORD DAM.
 EE1662'
 EE1662'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 19 (SR 9)
 EE1662'AND STATE ROUTE 120 IN ALPHARETTA PROCEED NORTH ON U.S. ROUTE
 EE1662'19 (SR 9) FOR 4.3 MILES TO BETHANY ROAD ON THE RIGHT.  TURN RIGHT
 EE1662'ONTO BETHANY ROAD AND GO SOUTHEAST FOR 1.45 MILES TO THE JUNCTION
 EE1662'OF BETHANY ROAD WITH MC GINNIS FERRY ROAD.  TURN LEFT AND GO EAST
 EE1662'ALONG MC GINNIS FERRY ROAD FOR 0.45 MILES TO AN UNPAVED ROAD ON
 EE1662'THE LEFT.  TURN LEFT ONTO THIS ROAD AND GO NORTH FOR 0.15 MILES
 EE1662'TO THE STATION ON THE LEFT.
 EE1662'
 EE1662'THE STATION MARK IS A STANDARD DISK STAMPED 058-208 SET IN A
 EE1662'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1662'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 058-208
 EE1662'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2.8 FEET BELOW THE
 EE1662'SURFACE OF THE GROUND.  THE STATION IS LOCATED 18.2 FEET
 EE1662'NORTHWEST OF THE CENTERLINE, 35.0 FEET NORTHWEST OF A BARBWIRE
 EE1662'FENCE, 101.0 FEET NORTHEAST OF A TELEPHONE POLE AND 3.2 FEET
 EE1662'NORTH OF THE WITNESS POST.
 EE1662'
 EE1662'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 058-208 AZI SET IN A
 EE1662'10-INCH CYLINDRICAL CONCRETE POST.  TO REACH THE AZIMUTH MARK FROM
 EE1662'THE STATION GO SOUTHWEST ALONG THE UNPAVED ROAD FOR 0.15 MILES TO
 EE1662'MC GINNIS FERRY ROAD, TURN LEFT AND GO EAST ALONG MC GINNIS FERRY
 EE1662'ROAD FOR 0.3 MILES TO SHIRLEY BRIDGE ROAD.  TURN RIGHT ONTO
 EE1662'SHIRLEY BRIDGE ROAD AND GO 0.25 MILES TO A UNIMPROVED DIRT ROAD
 EE1662'ON THE RIGHT, TURN RIGHT AND GO 0.05 MILES TO THE AZIMUTH MARK
 EE1662'ON THE RIGHT.  THE AZIMUTH MARK IS LOCATED 4.0 FEET SOUTH OF A
 EE1662'BARBWIRE FENCE, 85.3 FEET SOUTHWEST OF THE SOUTHERNMOST
 EE1662'BLAZED TREE, 49.0 FEET SOUTHWEST OF THE CENTER BLAZED TREE
 EE1662'AND 111.0 FEET SOUTHWEST OF THE NORTHERNMOST BLAZED TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1642 ***********************************************************************
 EE1642  DESIGNATION -  BV 058 209
 EE1642  PID         -  EE1642
 EE1642  STATE/COUNTY-  GA/FORSYTH
 EE1642  USGS QUAD   -  SUWANEE (1992)
 EE1642
 EE1642                         *CURRENT SURVEY CONTROL
 EE1642  ___________________________________________________________________
 EE1642* NAD 83(1994)-  34 07 12.87348(N)    084 06 58.18614(W)     ADJUSTED  
 EE1642* NAVD 88     -       360.2    (meters)    1182.     (feet)  VERTCON   
 EE1642  ___________________________________________________________________
 EE1642  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EE1642  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EE1642
 EE1642  HORZ ORDER  -  SECOND
 EE1642
 EE1642.The horizontal coordinates were established by classical geodetic methods
 EE1642.and adjusted by the National Geodetic Survey in September 1997..
 EE1642
 EE1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1642
 EE1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1642
 EE1642.The geoid height was determined by GEOID03.
 EE1642
 EE1642;                    North         East     Units Scale Factor Converg.
 EE1642;SPC GA W     -   456,841.238   704,658.737   MT  0.99990027   +0 01 42.0
 EE1642;SPC GA W     - 1,498,819.96  2,311,867.87   sFT  0.99990027   +0 01 42.0
 EE1642;UTM  16      - 3,779,245.017   765,982.242   MT  1.00047218   +1 37 06.9
 EE1642
 EE1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1642!SPC GA W     -   0.99994809  x   0.99990027  =   0.99984837
 EE1642!UTM  16      -   0.99994809  x   1.00047218  =   1.00042025
 EE1642
 EE1642:                Primary Azimuth Mark                     Grid Az
 EE1642:SPC GA W     -  BUFORD SOU RWY MICROWAVE                 090 27 39.3
 EE1642:UTM  16      -  BUFORD SOU RWY MICROWAVE                 088 52 14.4
 EE1642
 EE1642|---------------------------------------------------------------------|
 EE1642| PID    Reference Object                     Distance      Geod. Az  |
 EE1642|                                                           dddmmss.s |
 EE1642| EE1647 BUFORD SOU RWY MICROWAVE            APPROX.10.0 KM 0902921.3 |
 EE1642| CZ4328 BV 058 209 AZ MK                                   1575026.6 |
 EE1642| EE1671 SAWNEE MTN ATT MICROWAVE            APPROX.13.6 KM 3440434.0 |
 EE1642|---------------------------------------------------------------------|
 EE1642
 EE1642                          SUPERSEDED SURVEY CONTROL
 EE1642
 EE1642  NAD 83(1986)-  34 07 12.87990(N)    084 06 58.18692(W) AD(       ) 2
 EE1642  NAD 27      -  34 07 12.52978(N)    084 06 58.48386(W) AD(       ) 2
 EE1642  NGVD 29 (07/19/86)  360.2    (m)         1182.     (f) VERT ANG       
 EE1642
 EE1642.Superseded values are not recommended for survey control.
 EE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1642.See file dsdata.txt to determine how the superseded data were derived.
 EE1642
 EE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6598279245(NAD 83)
 EE1642_MARKER: DD = SURVEY DISK
 EE1642_SETTING: 66 = SET IN ROCK OUTCROP
 EE1642_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EE1642
 EE1642  HISTORY     - Date     Condition        Report By
 EE1642  HISTORY     - 1973     MONUMENTED       GADT
 EE1642
 EE1642                          STATION DESCRIPTION
 EE1642
 EE1642'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1642'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST OF
 EE1642'CUMMING, 10.0 MILES NORTHEAST OF ALPHARETTA, AND 3.5 MILES
 EE1642'SOUTHWEST OF BUFORD DAM.
 EE1642'
 EE1642'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 19 AND
 EE1642'STATE ROUTE 20 SOUTH OF CUMMING, PROCEED SOUTHEAST ON STATE ROUTE
 EE1642'20 FOR 5.2 MILES TO FORSYTH COUNTY ROAD S1285 (JAMES ROAD) ON THE
 EE1642'RIGHT.  TURN RIGHT AND PROCEED SOUTHWEST FOR 1.4 MILES TO AN
 EE1642'UNPAVED DIRT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.1
 EE1642'MILE TO THE AZIMUTH MARK ON THE RIGHT.  TO REACH THE STATION
 EE1642'CONTINUE ALONG COUNTY ROAD S1285 (JAMES ROAD) FOR 0.1 MILE TO A
 EE1642'NARROW DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 EE1642'FOR 0.2 MILE TO THE STATION AT THE END OF THIS ROAD.  THE
 EE1642'STATION IS A STANDARD DISK STAMPED 058-209 EMBEDDED IN A
 EE1642'DRILLED HOLE IN BED ROCK, 27.6 FEET SOUTHEAST OF A 30-INCH OAK,
 EE1642'78.9 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 EE1642'THE NORTHWESTERN BARN, 87.9 FEET SOUTHWEST OF THE SOUTHWEST
 EE1642'CORNER OF THE NORTHEASTERN BARN, 72.7 FEET NORTH-NORTHEAST OF
 EE1642'THE NORTHWEST CORNER OF THE PORCH ON THE HOUSE AND 70.0 FEET
 EE1642'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE SAME PORCH.
 EE1642'
 EE1642'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 058-209 AZI SET IN A
 EE1642'10-INCH CYLINDRICAL CONCRETE POST.  IT IS LOCATED 3.0 FEET EAST
 EE1642'OF A TELEPHONE POLE, 91.3 FEET EAST-SOUTHEAST OF THE NORTHEAST
 EE1642'CORNER OF THE FAITH BAPTIST (PREMILLENNIAL) CHURCH AND 61.0 FEET
 EE1642'EAST OF THE SOUTHEAST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1620 ***********************************************************************
 EE1620  DESIGNATION -  BV 058 210
 EE1620  PID         -  EE1620
 EE1620  STATE/COUNTY-  GA/FORSYTH
 EE1620  USGS QUAD   -  COAL MOUNTAIN (1985)
 EE1620
 EE1620                         *CURRENT SURVEY CONTROL
 EE1620  ___________________________________________________________________
 EE1620* NAD 83(1994)-  34 15 38.10314(N)    084 04 13.50178(W)     ADJUSTED  
 EE1620* NAVD 88     -       381.1    (meters)    1250.     (feet)  VERTCON   
 EE1620  ___________________________________________________________________
 EE1620  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 EE1620  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EE1620
 EE1620  HORZ ORDER  -  SECOND
 EE1620
 EE1620.The horizontal coordinates were established by classical geodetic methods
 EE1620.and adjusted by the National Geodetic Survey in September 1997..
 EE1620
 EE1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1620
 EE1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1620
 EE1620.The geoid height was determined by GEOID03.
 EE1620
 EE1620;                    North         East     Units Scale Factor Converg.
 EE1620;SPC GA W     -   472,410.226   708,863.861   MT  0.99990097   +0 03 15.1
 EE1620;SPC GA W     - 1,549,899.22  2,325,664.18   sFT  0.99990097   +0 03 15.1
 EE1620;UTM  16      - 3,794,934.057   769,755.091   MT  1.00049708   +1 39 00.8
 EE1620;UTM  17      - 3,795,316.791   217,272.454   MT  1.00058545   -1 43 46.8
 EE1620
 EE1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1620!SPC GA W     -   0.99994481  x   0.99990097  =   0.99984579
 EE1620!UTM  16      -   0.99994481  x   1.00049708  =   1.00044186
 EE1620!UTM  17      -   0.99994481  x   1.00058545  =   1.00053023
 EE1620
 EE1620:                Primary Azimuth Mark                     Grid Az
 EE1620:SPC GA W     -  SAWNEE MTN SMITH REALTY MAST             250 57 45.2
 EE1620:UTM  16      -  SAWNEE MTN SMITH REALTY MAST             249 21 59.5
 EE1620:UTM  17      -  SAWNEE MTN SMITH REALTY MAST             252 44 47.1
 EE1620
 EE1620|---------------------------------------------------------------------|
 EE1620| PID    Reference Object                     Distance      Geod. Az  |
 EE1620|                                                           dddmmss.s |
 EE1620| EE1682 SAWNEE MTN SMITH REALTY MAST        APPROX. 8.9 KM 2510100.3 |
 EE1620| EE1671 SAWNEE MTN ATT MICROWAVE            APPROX. 8.3 KM 2525342.8 |
 EE1620|---------------------------------------------------------------------|
 EE1620
 EE1620                          SUPERSEDED SURVEY CONTROL
 EE1620
 EE1620  NAD 83(1986)-  34 15 38.10965(N)    084 04 13.50230(W) AD(       ) 2
 EE1620  NAD 27      -  34 15 37.76119(N)    084 04 13.81451(W) AD(       ) 2
 EE1620  NGVD 29 (07/19/86)  381.1    (m)         1250.     (f) VERT ANG       
 EE1620
 EE1620.Superseded values are not recommended for survey control.
 EE1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1620.See file dsdata.txt to determine how the superseded data were derived.
 EE1620
 EE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6975594934(NAD 83)
 EE1620_MARKER: DD = SURVEY DISK
 EE1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1620+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 EE1620
 EE1620  HISTORY     - Date     Condition        Report By
 EE1620  HISTORY     - 1975     MONUMENTED       GADT
 EE1620  HISTORY     - 20060418 GOOD             STRSMA
 EE1620
 EE1620                          STATION DESCRIPTION
 EE1620
 EE1620'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1620'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST-SOUTHEAST OF
 EE1620'COAL MOUNTAIN, 5-1/2 MILES NORTHEAST OF CUMMING, AND 4-1/2 MILES
 EE1620'WEST-SOUTHWEST OF CHESTATEE ON COUNTY RIGHT OF WAY.
 EE1620'
 EE1620'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 369 AND
 EE1620'STATE ROUTE 306, LOCATED APPROXIMATELY 5 MILES NORTHEAST OF
 EE1620'CUMMING AND 1-3/4 MILES EAST-SOUTHEAST OF COAL MOUNTAIN, GO
 EE1620'NORTHEASTERLY ALONG STATE ROUTE 306 FOR 0.3 MILE TO THE JUNCTION
 EE1620'OF MARTIN ROAD (COUNTY ROAD 149) TO THE LEFT.  TURN LEFT, GOING
 EE1620'NORTHWESTERLY ALONG MARTIN ROAD FOR APPROXIMATELY 150 FEET TO
 EE1620'THE STATION ON THE RIGHT.
 EE1620'
 EE1620'THE STATION IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF
 EE1620'MARTIN ROAD, 155 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 EE1620'306, 111.5 FEET NORTHWEST OF A CORNER FENCE POST, AND 1.6 FEET
 EE1620'SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 EE1620'STANDARD BRASS DISK STAMPED 058-210, SET IN THE TOP OF A 10 INCH
 EE1620'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1620'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 EE1620'058-210, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 EE1620'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 EE1620'
 EE1620'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 EE1620'ALONG MARTIN ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS
 EE1620'LOCATED 26 FEET EAST-NORTHEAST OF THE CENTERLINE OF MARTIN ROAD,
 EE1620'56.5 FEET SOUTH-SOUTHEAST OF THE CENTER PULL POST OF A FENCELINE
 EE1620'BRACE, 64.0 FEET NORTH-NORTHWEST OF THE CENTER PULL POST OF
 EE1620'ANOTHER FENCELINE BRACE, 38-1/4 FEET SOUTH-SOUTHEAST OF THE
 EE1620'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A
 EE1620'PRIVATE DRIVEWAY TO THE EAST, AND 1.4 FEET WEST-SOUTHWEST
 EE1620'OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 EE1620'DISK STAMPED 058-210 AZMK, SET IN THE TOP OF A 10 INCH
 EE1620'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EE1620
 EE1620                          STATION RECOVERY (2006)
 EE1620
 EE1620'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1624 ***********************************************************************
 EE1624  DESIGNATION -  BV 058 211
 EE1624  PID         -  EE1624
 EE1624  STATE/COUNTY-  GA/FORSYTH
 EE1624  USGS QUAD   -  COAL MOUNTAIN (1985)
 EE1624
 EE1624                         *CURRENT SURVEY CONTROL
 EE1624  ___________________________________________________________________
 EE1624* NAD 83(1994)-  34 18 44.88557(N)    084 06 41.08082(W)     ADJUSTED  
 EE1624* NAVD 88     -       382.9    (meters)    1256.     (feet)  VERTCON   
 EE1624  ___________________________________________________________________
 EE1624  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EE1624  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EE1624
 EE1624  HORZ ORDER  -  SECOND
 EE1624
 EE1624.The horizontal coordinates were established by classical geodetic methods
 EE1624.and adjusted by the National Geodetic Survey in September 1997..
 EE1624
 EE1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1624
 EE1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1624
 EE1624.The geoid height was determined by GEOID03.
 EE1624
 EE1624;                    North         East     Units Scale Factor Converg.
 EE1624;SPC GA W     -   478,162.209   705,085.476   MT  0.99990032   +0 01 52.1
 EE1624;SPC GA W     - 1,568,770.51  2,313,267.93   sFT  0.99990032   +0 01 52.1
 EE1624;UTM  16      - 3,800,581.792   765,815.565   MT  1.00047105   +1 37 45.4
 EE1624
 EE1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1624!SPC GA W     -   0.99994453  x   0.99990032  =   0.99984485
 EE1624!UTM  16      -   0.99994453  x   1.00047105  =   1.00041555
 EE1624
 EE1624:                Primary Azimuth Mark                     Grid Az
 EE1624:SPC GA W     -  SAWNEE MTN ATT MICROWAVE                 206 57 40.5
 EE1624:UTM  16      -  SAWNEE MTN ATT MICROWAVE                 205 21 47.2
 EE1624
 EE1624|---------------------------------------------------------------------|
 EE1624| PID    Reference Object                     Distance      Geod. Az  |
 EE1624|                                                           dddmmss.s |
 EE1624| EE1671 SAWNEE MTN ATT MICROWAVE            APPROX. 9.2 KM 2065932.6 |
 EE1624| EE1682 SAWNEE MTN SMITH REALTY MAST        APPROX. 9.8 KM 2080349.3 |
 EE1624|---------------------------------------------------------------------|
 EE1624
 EE1624                          SUPERSEDED SURVEY CONTROL
 EE1624
 EE1624  NAD 83(1986)-  34 18 44.89232(N)    084 06 41.08091(W) AD(       ) 2
 EE1624  NAD 27      -  34 18 44.54320(N)    084 06 41.39650(W) AD(       ) 2
 EE1624  NGVD 29 (07/19/86)  382.9    (m)         1256.     (f) VERT ANG       
 EE1624
 EE1624.Superseded values are not recommended for survey control.
 EE1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1624.See file dsdata.txt to determine how the superseded data were derived.
 EE1624
 EE1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6581600582(NAD 83)
 EE1624_MARKER: DD = SURVEY DISK
 EE1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1624
 EE1624  HISTORY     - Date     Condition        Report By
 EE1624  HISTORY     - 1975     MONUMENTED       GADT
 EE1624
 EE1624                          STATION DESCRIPTION
 EE1624
 EE1624'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1624'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILE SOUTH OF SILVER
 EE1624'CITY, 2-1/2 MILES EAST-NORTHEAST OF MATT, AND 7-1/2 MILES NORTH
 EE1624'OF CUMMING ON THE PROPERTY OF MR. F. BEARDEN.
 EE1624'
 EE1624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 (STATE
 EE1624'ROUTE 9) AND STATE ROUTE 369 CONN. IN SILVER CITY, LOCATED
 EE1624'APPROXIMATELY 8-3/4 MILES NORTH OF CUMMING, GO SOUTHEASTERLY
 EE1624'ALONG U.S. HIGHWAY 19 FOR 1.35 MILES TO THE JUNCTION OF COUNTY
 EE1624'ROAD 184 TO THE LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 19 FOR
 EE1624'0.5 MILE TO THE JUNCTION OF COUNTY ROAD 185 TO THE RIGHT AND THE
 EE1624'AZIMUTH MARK ON THE LEFT.  TURN RIGHT, GOING SOUTHERLY ALONG
 EE1624'COUNTY ROAD 185 FOR 0.45 MILE TO THE JUNCTION OF A DRIVEWAY TO
 EE1624'THE BEARDEN RESIDENCE TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 EE1624'THE DRIVEWAY PAST THE RESIDENCE FOR 0.05 MILE TO A GATE.  PASS
 EE1624'THROUGH THE GATE AND CONTINUE WEST ALONG A FIELD ROAD FOR 0.05
 EE1624'MILE TO THE STATION ON THE LEFT.
 EE1624'
 EE1624'THE STATION IS LOCATED 413 FEET WEST OF THE CENTER OF THE GATE,
 EE1624'141.8 FEET SOUTH-SOUTHWEST OF A 4 INCH PECAN TREE ON THE NORTH
 EE1624'SIDE OF THE FIELD ROAD, 185.5 FEET NORTHWEST OF A 10 INCH PECAN
 EE1624'TREE, AND 10.8 FEET EAST OF A WITNESS POST SET AT A 12 INCH PINE
 EE1624'TREE.  IT IS A STANDARD BRASS DISK STAMPED 058-211, SET IN THE
 EE1624'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 EE1624'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 EE1624'STAMPED 058-211, SET IN AN IRREGULAR MASS OF CONCRETE
 EE1624'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 EE1624'
 EE1624'THE AZIMUTH MARK IS LOCATED 30 FEET EAST OF THE CENTERLINE OF
 EE1624'U.S. HIGHWAY 19, 74 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 EE1624'OF THE CENTERLINES OF U.S. HIGHWAY 19 AND COUNTY ROAD 185, 41.0
 EE1624'FEET SOUTH-SOUTHWEST OF A POWER POLE, 3.5 FEET NORTH OF HIGHWAY
 EE1624'MILE POST NO. 20, AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A
 EE1624'STANDARD DISK STAMPED 058-211 AZMK, SET IN THE TOP OF A 10 INCH
 EE1624'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1805 ***********************************************************************
 ED1805  DESIGNATION -  BV 058 212
 ED1805  PID         -  ED1805
 ED1805  STATE/COUNTY-  GA/FORSYTH
 ED1805  USGS QUAD   -  CHESTATEE (1973)
 ED1805
 ED1805                         *CURRENT SURVEY CONTROL
 ED1805  ___________________________________________________________________
 ED1805* NAD 83(1994)-  34 17 05.47670(N)    083 58 56.04326(W)     ADJUSTED  
 ED1805* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 ED1805  ___________________________________________________________________
 ED1805  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 ED1805  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 ED1805
 ED1805  HORZ ORDER  -  SECOND
 ED1805
 ED1805.The horizontal coordinates were established by classical geodetic methods
 ED1805.and adjusted by the National Geodetic Survey in September 1997..
 ED1805
 ED1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1805
 ED1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1805
 ED1805.The geoid height was determined by GEOID03.
 ED1805
 ED1805;                    North         East     Units Scale Factor Converg.
 ED1805;SPC GA W     -   475,113.414   716,979.978   MT  0.99990355   +0 06 14.0
 ED1805;SPC GA W     - 1,558,767.93  2,352,291.81   sFT  0.99990355   +0 06 14.0
 ED1805;UTM  17      - 3,797,767.555   225,474.176   MT  1.00052909   -1 40 51.5
 ED1805;UTM  16      - 3,797,864.149   777,797.741   MT  1.00055137   +1 42 03.7
 ED1805
 ED1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1805!SPC GA W     -   0.99994472  x   0.99990355  =   0.99984828
 ED1805!UTM  17      -   0.99994472  x   1.00052909  =   1.00047378
 ED1805!UTM  16      -   0.99994472  x   1.00055137  =   1.00049606
 ED1805
 ED1805:                Primary Azimuth Mark                     Grid Az
 ED1805:SPC GA W     -  JONES                                    093 06 20.0
 ED1805:UTM  17      -  JONES                                    094 53 25.5
 ED1805:UTM  16      -  JONES                                    091 30 30.3
 ED1805
 ED1805|---------------------------------------------------------------------|
 ED1805| PID    Reference Object                     Distance      Geod. Az  |
 ED1805|                                                           dddmmss.s |
 ED1805| ED1801 JONES                               APPROX. 7.5 KM 0931234.0 |
 ED1805| CZ4331 BV 058 212 AZ MK                                   1032058.6 |
 ED1805|---------------------------------------------------------------------|
 ED1805
 ED1805                          SUPERSEDED SURVEY CONTROL
 ED1805
 ED1805  NAD 83(1986)-  34 17 05.48322(N)    083 58 56.04343(W) AD(       ) 2
 ED1805  NAD 27      -  34 17 05.12645(N)    083 58 56.38113(W) AD(       ) 2
 ED1805  NGVD 29 (07/19/86)  381.7    (m)         1252.     (f) VERT ANG       
 ED1805
 ED1805.Superseded values are not recommended for survey control.
 ED1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1805.See file dsdata.txt to determine how the superseded data were derived.
 ED1805
 ED1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2547497768(NAD 83)
 ED1805_MARKER: DD = SURVEY DISK
 ED1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1805
 ED1805  HISTORY     - Date     Condition        Report By
 ED1805  HISTORY     - 1975     MONUMENTED       GADT
 ED1805
 ED1805                          STATION DESCRIPTION
 ED1805
 ED1805'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1805'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTHEAST OF CHESTATEE,
 ED1805'7 MILES NORTHWEST OF OAKWOOD, AND 7-1/2 MILES NORTH-NORTHWEST OF
 ED1805'FLOWERY BRANCH ON THE PROPERTY OF MR. WINFRED WALDRIP.
 ED1805'
 ED1805'TO REACH THE STATION FROM THE COURTHOUSE IN GAINESVILLE, GO
 ED1805'SOUTHWESTERLY ALONG STATE ROUTE 13 FOR 0.25 MILE TO THE JUNCTION
 ED1805'OF STATE ROUTE 53 TO THE RIGHT.  CONTINUE SOUTHWESTERLY ALONG
 ED1805'STATE ROUTE 13 AND STATE ROUTE 53 FOR 0.95 MILE TO THE JUNCTION OF
 ED1805'STATE ROUTE 369 FORKING TO THE RIGHT.  TURN RIGHT, GOING WESTERLY
 ED1805'ALONG STATE ROUTE 369 FOR 2.6 MILES TO THE JUNCTION OF COUNTY
 ED1805'ROAD 92230 TO THE LEFT.  CONTINUE WESTERLY ALONG STATE ROUTE
 ED1805'369 FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 385 TO THE
 ED1805'RIGHT.  CONTINUE GOING WESTERLY ALONG STATE ROUTE 369 FOR
 ED1805'2.2 MILES TO THE NORTHEAST END OF BROWN BRIDGE.  CONTINUE
 ED1805'WESTERLY ALONG STATE ROUTE 369 FOR 2.1 MILES TO THE JUNCTION
 ED1805'OF WALDREP ROAD (COUNTY ROAD 92388) FORKING TO THE RIGHT.
 ED1805'TURN RIGHT, GOING NORTH ALONG WALDREP ROAD FOR 1.5 MILES TO THE
 ED1805'JUNCTION OF MARTIN ROAD (COUNTY ROAD 214) TO THE RIGHT.
 ED1805'CONTINUE NORTH ALONG WALDREP ROAD FOR 1.1 MILE TO THE AZIMUTH
 ED1805'MARK ON A 12 FOOT CUT BANK ON THE LEFT AND THE STATION IN THE
 ED1805'PASTURE BEYOND THE AZIMUTH MARK.
 ED1805'
 ED1805'THE STATION IS LOCATED 29.0 FEET SOUTH-SOUTHEAST OF A POWER POLE
 ED1805'IN THE PASTURE, 112.0 FEET NORTHWEST OF A 30 INCH FORKED OAK, AND
 ED1805'201.0 FEET WEST-NORTHWEST OF A 10 INCH PINE TREE, THE
 ED1805'NORTHWESTERNMOST ONE OF A LINE OF PINE TREES.  IT IS A STANDARD
 ED1805'BRASS DISK STAMPED 058-212, SET IN THE TOP OF A 10 INCH
 ED1805'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 ED1805'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1805'058-212, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1805'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1805'
 ED1805'THE AZIMUTH MARK IS LOCATED 42.0 FEET WEST OF THE CENTERLINE OF
 ED1805'WALDREP ROAD, 68.0 FEET SOUTH OF THE CORNER POST OF A FENCE OFFSET,
 ED1805'112.0 FEET NORTH-NORTHEAST OF THE 10 INCH PINE AT THE END OF THE
 ED1805'ROW OF PINE TREES, 80.0 FEET WEST OF A POWER POLE ON THE EAST
 ED1805'SIDE OF THE ROAD, AND 1.7 FEET WEST OF A WITNESS POST AND THE
 ED1805'FENCELINE.  IT IS A STANDARD DISK STAMPED 058-212 AZMK, SET IN
 ED1805'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 ED1805'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1679 ***********************************************************************
 EE1679  DESIGNATION -  BV 058 213
 EE1679  PID         -  EE1679
 EE1679  STATE/COUNTY-  GA/FORSYTH
 EE1679  USGS QUAD   -  CUMMING (1992)
 EE1679
 EE1679                         *CURRENT SURVEY CONTROL
 EE1679  ___________________________________________________________________
 EE1679* NAD 83(1994)-  34 12 54.20836(N)    084 07 39.35200(W)     ADJUSTED  
 EE1679* NAVD 88     -       385.     (meters)    1263.     (feet)  VERTCON   
 EE1679  ___________________________________________________________________
 EE1679  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EE1679  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1679
 EE1679  HORZ ORDER  -  SECOND
 EE1679
 EE1679.The horizontal coordinates were established by classical geodetic methods
 EE1679.and adjusted by the National Geodetic Survey in September 1997..
 EE1679
 EE1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1679
 EE1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1679
 EE1679.The geoid height was determined by GEOID03.
 EE1679
 EE1679;                    North         East     Units Scale Factor Converg.
 EE1679;SPC GA W     -   467,357.145   703,599.890   MT  0.99990016   +0 01 19.1
 EE1679;SPC GA W     - 1,533,320.90  2,308,393.97   sFT  0.99990016   +0 01 19.1
 EE1679;UTM  16      - 3,789,733.394   764,630.848   MT  1.00046332   +1 36 57.9
 EE1679
 EE1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1679!SPC GA W     -   0.99994420  x   0.99990016  =   0.99984437
 EE1679!UTM  16      -   0.99994420  x   1.00046332  =   1.00040749
 EE1679
 EE1679:                Primary Azimuth Mark                     Grid Az
 EE1679:SPC GA W     -  SAWNEE MTN SMITH REALTY MAST             304 44 20.5
 EE1679:UTM  16      -  SAWNEE MTN SMITH REALTY MAST             303 08 41.7
 EE1679
 EE1679|---------------------------------------------------------------------|
 EE1679| PID    Reference Object                     Distance      Geod. Az  |
 EE1679|                                                           dddmmss.s |
 EE1679| EE1682 SAWNEE MTN SMITH REALTY MAST        APPROX. 3.8 KM 3044539.6 |
 EE1679|---------------------------------------------------------------------|
 EE1679
 EE1679                          SUPERSEDED SURVEY CONTROL
 EE1679
 EE1679  NAD 83(1986)-  34 12 54.21477(N)    084 07 39.35267(W) AD(       ) 2
 EE1679  NAD 27      -  34 12 53.87205(N)    084 07 39.64926(W) AD(       ) 2
 EE1679  NGVD 29 (07/19/86)  385.     (m)         1263.     (f) VERT ANG       
 EE1679
 EE1679.Superseded values are not recommended for survey control.
 EE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1679.See file dsdata.txt to determine how the superseded data were derived.
 EE1679
 EE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6463189733(NAD 83)
 EE1679_MARKER: DD = SURVEY DISK
 EE1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1679
 EE1679  HISTORY     - Date     Condition        Report By
 EE1679  HISTORY     - 1975     MONUMENTED       GADT
 EE1679
 EE1679                          STATION DESCRIPTION
 EE1679
 EE1679'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1679'THE STATION IS LOCATED IN NORTHEAST CUMMING ON CITY RIGHT OF WAY.
 EE1679'
 EE1679'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 EE1679'DAHLONEGA STREET (JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 20)
 EE1679'IN CUMMING, GO EAST ALONG MAIN STREET FOR 0.1 MILE TO THE JUNCTION
 EE1679'OF PILGRIM MILL ROAD (COUNTY ROAD 97) TO THE LEFT.  TURN LEFT,
 EE1679'GOING NORTHEASTERLY ALONG PILGRIM MILL ROAD FOR 0.45 MILE TO THE
 EE1679'JUNCTION OF A DRIVEWAY TO THE RIGHT LEADING TO THE ENTRANCE OF
 EE1679'CUMMING CITY PARK.  CONTINUE GOING NORTHEASTERLY ALONG PILGRIM
 EE1679'MILL ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 EE1679'
 EE1679'THE STATION IS LOCATED 37.0 FEET NORTH-NORTHWEST OF THE
 EE1679'CENTERLINE OF PILGRIM MILL ROAD, 98.5 FEET WEST-NORTHWEST OF A 14
 EE1679'INCH OAK TREE ON THE SOUTHEAST SIDE OF THE ROAD, 95.0 FEET NORTH
 EE1679'OF A POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD, 119.5 FEET
 EE1679'NORTH OF A FIRE HYDRANT ON THE SOUTHEAST SIDE OF THE ROAD, 21.8
 EE1679'FEET SOUTH OF A METAL GATE HINGE POST, AND 2.8 FEET SOUTHEAST
 EE1679'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS
 EE1679'DISK STAMPED 058-213, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1679'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1679'UNDERGROUND STATION IS A STANDARD DISK STAMPED 058-213, SET
 EE1679'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER
 EE1679'BELOW THE SURFACE OF THE GROUND.
 EE1679'
 EE1679'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 EE1679'ALONG PILGRIM MILL ROAD FOR 0.35 MILE TO THE JUNCTION OF CAMILLA
 EE1679'STREET TO THE RIGHT.  TURN RIGHT, GOING NORTHWEST ALONG CAMILLA
 EE1679'STREET FOR 0.1 MILE TO THE JUNCTION OF RIDGE CREST AVENUE TO THE
 EE1679'LEFT.  CONTINUE GOING NORTH ALONG CAMILLA STREET FOR 0.1 MILE TO
 EE1679'THE MARK ON THE RIGHT.  IT IS LOCATED 17 FEET EAST OF THE
 EE1679'CENTERLINE OF CAMILLA STREET, 143.5 FEET SOUTH OF A STREET SIGN
 EE1679'POST AT A SHARP TURN TO THE LEFT, 121.8 FEET SOUTH OF A
 EE1679'UTILITY LIGHT POST, 201.0 FEET SOUTHWEST OF A 14 INCH PECAN
 EE1679'TREE, AND 1.6 FEET WEST OF A WITNESS POST SET AT A
 EE1679'FENCELINE.  IT IS A STANDARD DISK STAMPED 058-213 AZMK, SET
 EE1679'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1679'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1627 ***********************************************************************
 EE1627  DESIGNATION -  BV 058 214
 EE1627  PID         -  EE1627
 EE1627  STATE/COUNTY-  GA/FORSYTH
 EE1627  USGS QUAD   -  MATT (1993)
 EE1627
 EE1627                         *CURRENT SURVEY CONTROL
 EE1627  ___________________________________________________________________
 EE1627* NAD 83(1994)-  34 17 27.66161(N)    084 12 11.01670(W)     ADJUSTED  
 EE1627* NAVD 88     -       345.6    (meters)    1134.     (feet)  VERTCON   
 EE1627  ___________________________________________________________________
 EE1627  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EE1627  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 EE1627
 EE1627  HORZ ORDER  -  SECOND
 EE1627
 EE1627.The horizontal coordinates were established by classical geodetic methods
 EE1627.and adjusted by the National Geodetic Survey in September 1997..
 EE1627
 EE1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1627
 EE1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1627
 EE1627.The geoid height was determined by GEOID03.
 EE1627
 EE1627;                    North         East     Units Scale Factor Converg.
 EE1627;SPC GA W     -   475,782.139   696,649.636   MT  0.99990014   -0 01 13.8
 EE1627;SPC GA W     - 1,560,961.90  2,285,591.35   sFT  0.99990014   -0 01 13.8
 EE1627;UTM  16      - 3,797,966.031   757,444.811   MT  1.00041705   +1 34 36.0
 EE1627
 EE1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1627!SPC GA W     -   0.99995038  x   0.99990014  =   0.99985053
 EE1627!UTM  16      -   0.99995038  x   1.00041705  =   1.00036741
 EE1627
 EE1627:                Primary Azimuth Mark                     Grid Az
 EE1627:SPC GA W     -  BV 058 214 AZ MK                         290 37 05.8
 EE1627:UTM  16      -  BV 058 214 AZ MK                         289 01 16.0
 EE1627
 EE1627|---------------------------------------------------------------------|
 EE1627| PID    Reference Object                     Distance      Geod. Az  |
 EE1627|                                                           dddmmss.s |
 EE1627| CZ4333 BV 058 214 AZ MK                                   2903552.0 |
 EE1627|---------------------------------------------------------------------|
 EE1627
 EE1627                          SUPERSEDED SURVEY CONTROL
 EE1627
 EE1627  NAD 83(1986)-  34 17 27.66794(N)    084 12 11.01736(W) AD(       ) 2
 EE1627  NAD 27      -  34 17 27.33163(N)    084 12 11.30590(W) AD(       ) 2
 EE1627  NGVD 29 (07/19/86)  345.6    (m)         1134.     (f) VERT ANG       
 EE1627
 EE1627.Superseded values are not recommended for survey control.
 EE1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1627.See file dsdata.txt to determine how the superseded data were derived.
 EE1627
 EE1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5744597966(NAD 83)
 EE1627_MARKER: DD = SURVEY DISK
 EE1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1627
 EE1627  HISTORY     - Date     Condition        Report By
 EE1627  HISTORY     - 1975     MONUMENTED       GADT
 EE1627
 EE1627                          STATION DESCRIPTION
 EE1627
 EE1627'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1627'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF
 EE1627'HEARDVILLE, 4-1/4 MILES NORTHEAST OF DUCKTOWN, AND 6-3/4 MILES
 EE1627'NORTH-NORTHWEST OF CUMMING ON THE PROPERTY OF CHARLES E. ROPER.
 EE1627'
 EE1627'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 369 AND
 EE1627'U.S. HIGHWAY 19 (STATE ROUTE 9) AT THE COMMUNITY OF COAL MOUNTAIN
 EE1627'LOCATED APPROXIMATELY 5 MILES NORTHEAST OF CUMMING, GO
 EE1627'NORTHWESTERLY ALONG STATE ROUTE 369 FOR 3.6 MILES TO THE JUNCTION
 EE1627'OF STATE ROUTE 369 CONN TO THE RIGHT IN THE COMMUNITY OF
 EE1627'MATT.  CONTINUE GOING WESTERLY ALONG STATE ROUTE 369 FOR 1.4
 EE1627'MILES TO THE JUNCTION OF WALLACE TATUM ROAD (COUNTY ROAD 270)
 EE1627'FORKING TO THE LEFT.  TURN LEFT, GOING WEST ALONG WALLACE
 EE1627'TATUM ROAD FOR 1.1 MILES TO THE JUNCTION OF MC BROGER ROAD
 EE1627'(COUNTY ROAD 267) TO THE RIGHT.  CONTINUE GOING WEST ALONG
 EE1627'WALLACE TATUM ROAD (NOW COUNTY ROAD 269) FOR 0.5 MILE TO THE
 EE1627'STATION ON THE LEFT IN A FENCED PASTURE.
 EE1627'
 EE1627'THE STATION IS LOCATED 164 FEET SOUTH OF THE CENTERLINE OF
 EE1627'WALLACE TATUM ROAD, 139.0 FEET SOUTH OF A WITNESS POST SET AT A
 EE1627'FENCELINE BORDERING THE ROAD, 358.0 FEET EAST-SOUTHEAST OF THE
 EE1627'EASTERN POST OF A GATE IN THE FENCELINE, 211.5 FEET SOUTHWEST OF
 EE1627'THE WESTERNMOST CORNER OF THE FENCE, AND 186.0 FEET WEST OF THE
 EE1627'NORTHWEST CORNER OF A CHICKEN HOUSE.  IT IS A STANDARD BRASS
 EE1627'DISK STAMPED 058-214, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1627'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1627'UNDERGROUND STATION IS A STANDARD DISK STAMPED 058-214, SET
 EE1627'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER
 EE1627'BELOW THE SURFACE OF THE GROUND.
 EE1627'
 EE1627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG WALLACE
 EE1627'TATUM ROAD FOR 0.5 MILE TO THE JUNCTION OF A ROAD ENTERING OAKWOOD
 EE1627'FOREST SUBDIVISION TO THE LEFT AND THE MARK ON THE RIGHT.  IT IS
 EE1627'LOCATED 26.0 FEET NORTH OF THE CENTERLINE OF WALLACE TATUM ROAD,
 EE1627'57.7 FEET NORTH OF THE NORTHEAST CORNER OF A ROCK WALL SUPPORTING
 EE1627'A SUBDIVISION SIGN IN THE SOUTHWEST QUADRANT OF THE
 EE1627'INTERSECTION, 83.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EE1627'ANOTHER ROCK WALL SUPPORTING A SUBDIVISION SIGN IN THE
 EE1627'SOUTHEAST QUADRANT OF THE INTERSECTION, 4.0 FEET EAST OF A
 EE1627'POWER POLE, AND 1.8 FEET SOUTH OF A WITNESS POST SET AT A
 EE1627'FENCELINE.  IT IS A STANDARD DISK STAMPED 058-214 AZMK, SET
 EE1627'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1627'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1622 ***********************************************************************
 EE1622  DESIGNATION -  BV 058 215
 EE1622  PID         -  EE1622
 EE1622  STATE/COUNTY-  GA/FORSYTH
 EE1622  USGS QUAD   -  COAL MOUNTAIN (1985)
 EE1622
 EE1622                         *CURRENT SURVEY CONTROL
 EE1622  ___________________________________________________________________
 EE1622* NAD 83(1994)-  34 19 28.14531(N)    084 04 21.98177(W)     ADJUSTED  
 EE1622* NAVD 88     -       388.     (meters)    1273.     (feet)  VERTCON   
 EE1622  ___________________________________________________________________
 EE1622  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EE1622  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1622
 EE1622  HORZ ORDER  -  SECOND
 EE1622
 EE1622.The horizontal coordinates were established by classical geodetic methods
 EE1622.and adjusted by the National Geodetic Survey in September 1997..
 EE1622
 EE1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1622
 EE1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1622
 EE1622.The geoid height was determined by GEOID03.
 EE1622
 EE1622;                    North         East     Units Scale Factor Converg.
 EE1622;SPC GA W     -   479,497.664   708,640.388   MT  0.99990092   +0 03 10.6
 EE1622;SPC GA W     - 1,573,151.92  2,324,931.01   sFT  0.99990092   +0 03 10.6
 EE1622;UTM  16      - 3,802,016.721   769,333.890   MT  1.00049427   +1 39 05.7
 EE1622;UTM  17      - 3,802,412.605   217,269.893   MT  1.00058545   -1 44 01.8
 EE1622
 EE1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1622!SPC GA W     -   0.99994372  x   0.99990092  =   0.99984465
 EE1622!UTM  16      -   0.99994372  x   1.00049427  =   1.00043797
 EE1622!UTM  17      -   0.99994372  x   1.00058545  =   1.00052914
 EE1622
 EE1622:                Primary Azimuth Mark                     Grid Az
 EE1622:SPC GA W     -  BV 058 215 AZ MK                         027 33 21.9
 EE1622:UTM  16      -  BV 058 215 AZ MK                         025 57 26.8
 EE1622:UTM  17      -  BV 058 215 AZ MK                         029 20 34.3
 EE1622
 EE1622|---------------------------------------------------------------------|
 EE1622| PID    Reference Object                     Distance      Geod. Az  |
 EE1622|                                                           dddmmss.s |
 EE1622| CZ4334 BV 058 215 AZ MK                                   0273632.5 |
 EE1622| EE1621 BV 058 215 GADT 1975 PTA             15.013 METERS 08430     |
 EE1622|---------------------------------------------------------------------|
 EE1622
 EE1622                          SUPERSEDED SURVEY CONTROL
 EE1622
 EE1622  NAD 83(1986)-  34 19 28.15185(N)    084 04 21.98184(W) AD(       ) 2
 EE1622  NAD 27      -  34 19 27.80700(N)    084 04 22.29976(W) AD(       ) 2
 EE1622  NGVD 29 (07/19/86)  388.     (m)         1273.     (f) VERT ANG       
 EE1622
 EE1622.Superseded values are not recommended for survey control.
 EE1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1622.See file dsdata.txt to determine how the superseded data were derived.
 EE1622
 EE1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6933402017(NAD 83)
 EE1622_MARKER: DD = SURVEY DISK
 EE1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1622_STAMPING: 058-215
 EE1622_MARK LOGO: GADT  
 EE1622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EE1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1622+STABILITY: SURFACE MOTION
 EE1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1622+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 EE1622
 EE1622  HISTORY     - Date     Condition        Report By
 EE1622  HISTORY     - 1975     MONUMENTED       GADT
 EE1622  HISTORY     - 19940316 GOOD             GADT
 EE1622  HISTORY     - 20020305 GOOD             GADT
 EE1622  HISTORY     - 20030410 GOOD             GADT
 EE1622
 EE1622                          STATION DESCRIPTION
 EE1622
 EE1622'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1622'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST
 EE1622'OF SILVER CITY, 4 MILES NORTH-NORTHEAST OF COAL MOUNTAIN, AND 9
 EE1622'MILES NORTH-NORTHEAST OF CUMMING ON STATE RIGHT OF WAY.
 EE1622'
 EE1622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 (STATE
 EE1622'ROUTE 9) AND STATE ROUTE 369 IN COAL MOUNTAIN, LOCATED APPROXIMATELY
 EE1622'5 MILES NORTH-NORTHEAST OF CUMMING, GO NORTHERLY ALONG U.S. HIGHWAY
 EE1622'19 FOR 0.9 MILE TO THE JUNCTION OF STATE ROUTE 9E FORKING TO THE
 EE1622'RIGHT.  TURN RIGHT, GOING NORTHERLY ALONG STATE ROUTE 9E FOR 2.35
 EE1622'MILES TO THE JUNCTION OF BURRUS ROAD (COUNTY ROAD 188) TO THE
 EE1622'LEFT.  CONTINUE GOING NORTHEASTERLY ALONG STATE ROUTE 9E FOR
 EE1622'0.9 MILE TO THE JUNCTION OF COUNTY ROAD 177 CROSSING.  CONTINUE
 EE1622'GOING NORTHEASTERLY ALONG STATE ROUTE 9E FOR 0.05 MILE TO THE
 EE1622'STATION ON THE LEFT.
 EE1622'
 EE1622'THE STATION IS LOCATED 25 FEET WEST-NORTHWEST OF THE CENTERLINE
 EE1622'OF STATE ROUTE 9E, 132 FEET NORTHWEST OF THE NORTH CORNER OF A
 EE1622'HOUSE ON THE SOUTHEAST SIDE OF THE HIGHWAY, 135.0 FEET WEST OF
 EE1622'THE WEST CORNER OF A TWO CAR GARAGE ON THE SOUTHEAST SIDE OF THE
 EE1622'HIGHWAY, AND 3.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 EE1622'STANDARD BRASS DISK STAMPED 058-215, SET IN THE TOP OF A 10 INCH
 EE1622'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EE1622'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 058-215, SET IN
 EE1622'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.65 METER
 EE1622'BELOW THE SURFACE OF THE GROUND.
 EE1622'
 EE1622'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 EE1622'STATE ROUTE 9E FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD 180
 EE1622'(POSTED 188 ON STOP SIGN).  CONTINUE GOING NORTHEAST ALONG STATE
 EE1622'ROUTE 9E FOR 0.7 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED
 EE1622'25.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 9E,
 EE1622'28.0 FEET WEST OF A 13 INCH APPLE TREE, 202.0 FEET
 EE1622'SOUTH-SOUTHWEST OF A POWER POLE, AND 2.0 FEET WEST-NORTHWEST OF
 EE1622'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 058-215 AZMK,
 EE1622'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 EE1622'WITH THE SURFACE OF THE GROUND.
 EE1622
 EE1622                          STATION RECOVERY (1994)
 EE1622
 EE1622'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 EE1622'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-SOUTHEAST FROM
 EE1622'SILVER CITY, 4 MI (6.4 KM) NORTH-NORTHEAST FROM COAL MOUNTAIN, AND 9
 EE1622'MI (14.5 KM) NORTH-NORTHEAST FROM CUMMING.  --OWNERSHIP-- STATE
 EE1622'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 EE1622'HIGHWAY 19 (STATE ROUTE 9) WITH STATE ROUTE 369 IN COAL MOUNTAIN,
 EE1622'ABOUT 5 MI (8.0 KM) NORTH-NORTHEAST FROM CUMMING, GO NORTH ON HIGHWAY
 EE1622'19 FOR 0.9 MI (1.4 KM) TO STATE ROUTE 9E ON THE RIGHT.  BEAR RIGHT AND
 EE1622'GO NORTH ON ROUTE 9E FOR 2.35 MI (3.78 KM) TO COUNTY ROAD 188 (BURRIS
 EE1622'RD) ON THE LEFT.  CONTINUE NORTHEAST ON ROUTE 9E FOR 0.9 MI (1.4 KM)
 EE1622'TO COUNTY ROAD 177.  CONTINUE NORTHEAST ON ROUTE 9E FOR 0.05 MI (0.08
 EE1622'KM) TO THE STATION ON THE LEFT. THE STATION  MARKS ARE STANDARD BRASS
 EE1622'DISKS STAMPED --058-215--. THE SURFACE MARK IS SET INTO A 10 INCH
 EE1622'ROUND CONCRETE POST FLUSH WITH THE GROUND. THE UNDERGROUND MARK IS SET
 EE1622'INTO AN IRREGULAR MASS OF CONCRETE RECESSED 0.65 M (2.13 FT) BELOW
 EE1622'GROUND. LOCATED 25 FT (7.6 M) WEST-NORTHWEST FROM THE CENTERLINE OF
 EE1622'ROUTE 9E, 132 FT (40.2 M) NORTHWEST FROM THE NORTH CORNER OF A HOUSE
 EE1622'ON THE SOUTHEAST SIDE OF THE ROAD, AND 3.5 FT (1.1 M) SOUTHEAST FROM A
 EE1622'WITNESS POST.
 EE1622
 EE1622                          STATION RECOVERY (2002)
 EE1622
 EE1622'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 EE1622'RECOVERED IN GOOD CONDITION.
 EE1622
 EE1622                          STATION RECOVERY (2003)
 EE1622
 EE1622'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1622'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 EE1622'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1614 ***********************************************************************
 ED1614  DESIGNATION -  BV 059 200
 ED1614  PID         -  ED1614
 ED1614  STATE/COUNTY-  GA/FRANKLIN
 ED1614  USGS QUAD   -  RED HILL (1964)
 ED1614
 ED1614                         *CURRENT SURVEY CONTROL
 ED1614  ___________________________________________________________________
 ED1614* NAD 83(1994)-  34 26 43.79579(N)    083 18 30.43501(W)     ADJUSTED  
 ED1614* NAVD 88     -       275.     (meters)     902.     (feet)  VERTCON   
 ED1614  ___________________________________________________________________
 ED1614  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 ED1614  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 ED1614
 ED1614  HORZ ORDER  -  SECOND
 ED1614
 ED1614.The horizontal coordinates were established by classical geodetic methods
 ED1614.and adjusted by the National Geodetic Survey in September 1997..
 ED1614
 ED1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1614
 ED1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1614
 ED1614.The geoid height was determined by GEOID03.
 ED1614
 ED1614;                    North         East     Units Scale Factor Converg.
 ED1614;SPC GA E     -   493,507.708    95,078.033   MT  1.00003565   -0 38 45.2
 ED1614;SPC GA E     - 1,619,116.54    311,935.18   sFT  1.00003565   -0 38 45.2
 ED1614;UTM  17      - 3,813,971.148   287,917.762   MT  1.00015444   -1 18 22.3
 ED1614
 ED1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1614!SPC GA E     -   0.99996159  x   1.00003565  =   0.99999724
 ED1614!UTM  17      -   0.99996159  x   1.00015444  =   1.00011602
 ED1614
 ED1614:                Primary Azimuth Mark                     Grid Az
 ED1614:SPC GA E     -  SOUTH                                    099 16 47.6
 ED1614:UTM  17      -  SOUTH                                    099 56 24.7
 ED1614
 ED1614|---------------------------------------------------------------------|
 ED1614| PID    Reference Object                     Distance      Geod. Az  |
 ED1614|                                                           dddmmss.s |
 ED1614| ED1610 SOUTH                               APPROX. 4.7 KM 0983802.4 |
 ED1614| ED1613 BV 059 200 GADT 1975 PTA             18.434 METERS 15240     |
 ED1614|---------------------------------------------------------------------|
 ED1614
 ED1614                          SUPERSEDED SURVEY CONTROL
 ED1614
 ED1614  NAD 83(1986)-  34 26 43.80397(N)    083 18 30.43399(W) AD(       ) 2
 ED1614  NAD 27      -  34 26 43.43628(N)    083 18 30.86220(W) AD(       ) 2
 ED1614  NGVD 29 (07/19/86)  275.     (m)          902.     (f) VERT ANG       
 ED1614
 ED1614.Superseded values are not recommended for survey control.
 ED1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1614.See file dsdata.txt to determine how the superseded data were derived.
 ED1614
 ED1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8791813971(NAD 83)
 ED1614_MARKER: DD = SURVEY DISK
 ED1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1614
 ED1614  HISTORY     - Date     Condition        Report By
 ED1614  HISTORY     - 1975     MONUMENTED       GADT
 ED1614
 ED1614                          STATION DESCRIPTION
 ED1614
 ED1614'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1614'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTH-SOUTHWEST OF
 ED1614'EASTANOLLEE, 6-3/4 MILES NORTHWEST OF CARNESVILLE, AND 7-3/4
 ED1614'MILES WEST-SOUTHWEST OF MARTIN ON COUNTY RIGHT OF WAY.
 ED1614'
 ED1614'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 320 AND
 ED1614'STATE ROUTE 106, APPROXIMATELY 8-1/2 MILES WEST OF MARTIN, GO
 ED1614'EAST ALONG STATE ROUTE 106 FOR 1.55 MILES TO THE JUNCTION OF
 ED1614'COUNTY ROAD 219 TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG
 ED1614'COUNTY ROAD 219 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 ED1614'RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 219 FOR 0.1 MILE
 ED1614'TO THE STATION ON THE RIGHT.
 ED1614'
 ED1614'THE STATION IS LOCATED 40 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1614'PAVED COUNTY ROAD 219, 27.5 FEET EAST-SOUTHEAST OF A 10 INCH
 ED1614'OAK TREE, 47.8 FEET NORTH-NORTHWEST OF AN 8 INCH PINE TREE, AND
 ED1614'2.2 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1614'DISK STAMPED 059-200 1975, SET IN THE TOP OF A 10 INCH
 ED1614'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1614'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1614'059-200 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1614'APPROXIMATELY 0.60 METER BELOW THE SURFACE OF THE GROUND.
 ED1614'
 ED1614'THE AZIMUTH MARK IS LOCATED 30 FEET WEST-SOUTHWEST OF THE
 ED1614'CENTERLINE OF COUNTY ROAD 219, 56.0 FEET SOUTH-SOUTHWEST OF THE
 ED1614'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 219 AND
 ED1614'A DIRT DRIVEWAY TO THE WEST, 120.0 FEET SOUTH OF A POWER POLE,
 ED1614'AND 2.0 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1614'DISK STAMPED 059-200 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1614'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1513 ***********************************************************************
 ED1513  CBN         -  This is a Cooperative Base Network Control Station.
 ED1513  DESIGNATION -  BV 059 201
 ED1513  PID         -  ED1513
 ED1513  STATE/COUNTY-  GA/FRANKLIN
 ED1513  USGS QUAD   -  MARTIN (1981)
 ED1513
 ED1513                         *CURRENT SURVEY CONTROL
 ED1513  ___________________________________________________________________
 ED1513* NAD 83(1994)-  34 25 00.79986(N)    083 14 36.99600(W)     ADJUSTED  
 ED1513* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 ED1513  ___________________________________________________________________
 ED1513  X           -     619,705.481 (meters)                     COMP
 ED1513  Y           -  -5,230,867.099 (meters)                     COMP
 ED1513  Z           -   3,584,818.787 (meters)                     COMP
 ED1513  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 ED1513  ELLIP HEIGHT-         227.75  (meters)          (01/30/03) GPS OBS
 ED1513  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 ED1513
 ED1513  HORZ ORDER  -  B
 ED1513  ELLP ORDER  -  FOURTH    CLASS II
 ED1513
 ED1513.The horizontal coordinates were established by GPS observations
 ED1513.and adjusted by the National Geodetic Survey in January 2003..
 ED1513
 ED1513.The orthometric height was determined by GPS observations and a
 ED1513.high-resolution geoid model.
 ED1513
 ED1513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1513
 ED1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1513
 ED1513.The ellipsoidal height was determined by GPS observations
 ED1513.and is referenced to NAD 83.
 ED1513
 ED1513.The geoid height was determined by GEOID03.
 ED1513
 ED1513;                    North         East     Units Scale Factor Converg.
 ED1513;SPC GA E     -   490,268.842   101,003.271   MT  1.00002076   -0 36 31.5
 ED1513;SPC GA E     - 1,608,490.36    331,374.90   sFT  1.00002076   -0 36 31.5
 ED1513;UTM  17      - 3,810,663.871   293,805.948   MT  1.00012409   -1 16 06.8
 ED1513
 ED1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1513!SPC GA E     -   0.99996425  x   1.00002076  =   0.99998501
 ED1513!UTM  17      -   0.99996425  x   1.00012409  =   1.00008834
 ED1513
 ED1513:                Primary Azimuth Mark                     Grid Az
 ED1513:SPC GA E     -  BV 059 201 AZ MK                         046 39 48.9
 ED1513:UTM  17      -  BV 059 201 AZ MK                         047 19 24.2
 ED1513
 ED1513|---------------------------------------------------------------------|
 ED1513| PID    Reference Object                     Distance      Geod. Az  |
 ED1513|                                                           dddmmss.s |
 ED1513| ED2815 BV 059 201 AZ MK                                   0460317.4 |
 ED1513| ED1514 BV 059 201 GADT 1975 PTA             18.348 METERS 28021     |
 ED1513|---------------------------------------------------------------------|
 ED1513
 ED1513                          SUPERSEDED SURVEY CONTROL
 ED1513
 ED1513  NAD 83(1994)-  34 25 00.79980(N)    083 14 36.99598(W) AD(       ) B
 ED1513  ELLIP H (09/11/96)  227.75   (m)                       GP(       ) 4 1
 ED1513  NAD 83(1994)-  34 25 00.79912(N)    083 14 36.99512(W) AD(       ) B
 ED1513  ELLIP H (03/09/95)  227.69   (m)                       GP(       ) 1 1
 ED1513  NAD 83(1986)-  34 25 00.80837(N)    083 14 36.99435(W) AD(       ) 1
 ED1513  NAD 27      -  34 25 00.43540(N)    083 14 37.43146(W) AD(       ) 2
 ED1513  NGVD 29 (07/19/86)  258.     (m)          846.     (f) VERT ANG       
 ED1513
 ED1513.Superseded values are not recommended for survey control.
 ED1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1513.See file dsdata.txt to determine how the superseded data were derived.
 ED1513
 ED1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9380610664(NAD 83)
 ED1513_MARKER: DD = SURVEY DISK
 ED1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1513_STAMPING: 059-201 1975
 ED1513_MARK LOGO: GADT  
 ED1513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1513+STABILITY: SURFACE MOTION
 ED1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1513+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1513
 ED1513  HISTORY     - Date     Condition        Report By
 ED1513  HISTORY     - 1975     MONUMENTED       GADT
 ED1513  HISTORY     - 19940315 GOOD             GADT
 ED1513  HISTORY     - 19940328 GOOD             GADT
 ED1513  HISTORY     - 19950330 GOOD             GADT
 ED1513  HISTORY     - 20030203 GOOD             GADT
 ED1513  HISTORY     - 20040315 GOOD             GADT
 ED1513
 ED1513                          STATION DESCRIPTION
 ED1513
 ED1513'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1513'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHWEST
 ED1513'OF CARNESVILLE, 6 MILES SOUTH-SOUTHWEST OF MARTIN, AND 7-1/4
 ED1513'MILES SOUTH OF EASTANOLLEE ON COUNTY RIGHT OF WAY.
 ED1513'
 ED1513'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 106 AND
 ED1513'145 AND INTERSTATE 85, APPROXIMATELY 1-1/2 MILES NORTH OF
 ED1513'CARNESVILLE, GO NORTH ALONG STATE ROUTES 106 AND 145 FOR 2.05
 ED1513'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 190 TO THE LEFT AND
 ED1513'DIRT COUNTY ROAD 99 TO THE RIGHT.  TURN LEFT, GOING SOUTHWESTERLY
 ED1513'ALONG COUNTY ROAD 190 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 ED1513'
 ED1513'THE STATION IS LOCATED 28 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1513'COUNTY ROAD 190, 112.5 FEET SOUTHWEST OF A TELEPHONE POLE, 127.0
 ED1513'FEET WEST-SOUTHWEST OF AN 8 INCH PERSIMMON TREE, 177.0 FEET
 ED1513'NORTH-NORTHEAST OF A POWER POLE, AND 5.0 FEET NORTHWEST OF A
 ED1513'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 059-201 1975,
 ED1513'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1513'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1513'STANDARD DISK STAMPED 059-201 1975, SET IN AN IRREGULAR MASS OF
 ED1513'CONCRETE APPROXIMATELY 0.65 METER BELOW THE SURFACE OF THE
 ED1513'GROUND.
 ED1513'
 ED1513'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTES 106
 ED1513'AND 145 AND COUNTY ROADS 190 AND 99, CONTINUE GOING NORTH ALONG
 ED1513'STATE ROUTES 106 AND 145 FOR 0.15 MILE TO THE AZIMUTH MARK ON
 ED1513'THE RIGHT.  IT IS LOCATED 35 FEET EAST-NORTHEAST OF THE
 ED1513'CENTERLINE OF STATE ROUTES 106 AND 145, 95.0 FEET EAST OF A
 ED1513'TELEPHONE POLE ON THE WEST SIDE OF THE HIGHWAY, 69.0 FEET SOUTH
 ED1513'OF A POWER POLE, 33.8 FEET NORTHWEST OF A CORNER POST AT THE
 ED1513'SOUTH CORNER OF A FENCELINE, 11.3 FEET NORTHWEST OF THE
 ED1513'NORTHERNMOST GATE POST OF A METAL GATE IN THE FENCELINE, AND
 ED1513'5.0 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT THE
 ED1513'FENCELINE.  IT IS A STANDARD DISK STAMPED 059-201 1975 AZMK, SET
 ED1513'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1513'SURFACE OF THE GROUND.
 ED1513
 ED1513                          STATION RECOVERY (1994)
 ED1513
 ED1513'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 ED1513'THE STATION IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTH-NORTHWEST FROM
 ED1513'CARNESVILLE, 6 MI (9.7 KM) SOUTH-SOUTHWEST FROM MARTIN, AND 7.25 MI
 ED1513'(11.67 KM) SOUTH FROM EASTANOLLEE. -- OWNERSHIP -- COUNTY
 ED1513'RIGHT-OF-WAY. TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES
 ED1513'106 AND 145 WITH INTERSTATE HIGHWAY 85 NORTH OF CARNESVILLE, GO NORTH
 ED1513'ON ROUTES 106/145 FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF PAVED
 ED1513'COUNTY ROAD 190 ON THE LEFT AND DIRT COUNTY ROAD 99 ON THE RIGHT, TURN
 ED1513'LEFT AND GO SOUTHWEST ON ROAD 190 FOR 0.35 MI (0.56 KM) TO THE STATION
 ED1513'ON THE LEFT. THE STATION IS FLUSH WITH THE GROUND.  LOCATED 28 FT (8.5
 ED1513'M) SOUTHEAST FROM THE CENTERLINE OF ROAD 190, 112.5 FT (34.3 M)
 ED1513'SOUTHWEST FROM A TELEPHONE POLE, 127.0 FT (38.7 M) WEST-SOUTHWEST FROM
 ED1513'AN 8-INCH PERSIMMON TREE, 177.0 FT (53.9 M) NORTH-NORTHEAST FROM A
 ED1513'POWER POLE, AND 5.0 FT (1.5 M) NORTHWEST FROM A WITNESS POST.
 ED1513
 ED1513                          STATION RECOVERY (1994)
 ED1513
 ED1513'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 ED1513'RECOVERED AS DESCRIBED.
 ED1513
 ED1513                          STATION RECOVERY (1995)
 ED1513
 ED1513'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1995 (PRM)
 ED1513'RECOVERED AS DESCRIBED.
 ED1513
 ED1513                          STATION RECOVERY (2003)
 ED1513
 ED1513'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 ED1513'REPORTED BY CONSULTANT.
 ED1513
 ED1513                          STATION RECOVERY (2004)
 ED1513
 ED1513'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1513'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1626 ***********************************************************************
 ED1626  DESIGNATION -  BV 059 202
 ED1626  PID         -  ED1626
 ED1626  STATE/COUNTY-  GA/FRANKLIN
 ED1626  USGS QUAD   -  ASHLAND (1982)
 ED1626
 ED1626                         *CURRENT SURVEY CONTROL
 ED1626  ___________________________________________________________________
 ED1626* NAD 83(1994)-  34 20 07.22220(N)    083 17 19.00647(W)     ADJUSTED  
 ED1626* NAVD 88     -       248.5    (meters)     815.     (feet)  VERTCON   
 ED1626  ___________________________________________________________________
 ED1626  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ED1626  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ED1626
 ED1626  HORZ ORDER  -  SECOND
 ED1626
 ED1626.The horizontal coordinates were established by classical geodetic methods
 ED1626.and adjusted by the National Geodetic Survey in September 1997..
 ED1626
 ED1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1626
 ED1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1626
 ED1626.The geoid height was determined by GEOID03.
 ED1626
 ED1626;                    North         East     Units Scale Factor Converg.
 ED1626;SPC GA E     -   481,267.783    96,766.217   MT  1.00003132   -0 37 58.3
 ED1626;SPC GA E     - 1,578,959.38    317,473.83   sFT  1.00003132   -0 37 58.3
 ED1626;UTM  17      - 3,801,711.173   289,465.154   MT  1.00014640   -1 17 28.8
 ED1626
 ED1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1626!SPC GA E     -   0.99996570  x   1.00003132  =   0.99999702
 ED1626!UTM  17      -   0.99996570  x   1.00014640  =   1.00011210
 ED1626
 ED1626:                Primary Azimuth Mark                     Grid Az
 ED1626:SPC GA E     -  BV 059 202 AZ MK                         288 11 19.5
 ED1626:UTM  17      -  BV 059 202 AZ MK                         288 50 50.0
 ED1626
 ED1626|---------------------------------------------------------------------|
 ED1626| PID    Reference Object                     Distance      Geod. Az  |
 ED1626|                                                           dddmmss.s |
 ED1626| ED2816 BV 059 202 AZ MK                                   2873321.2 |
 ED1626|---------------------------------------------------------------------|
 ED1626
 ED1626                          SUPERSEDED SURVEY CONTROL
 ED1626
 ED1626  NAD 83(1986)-  34 20 07.22978(N)    083 17 19.00557(W) AD(       ) 2
 ED1626  NAD 27      -  34 20 06.85264(N)    083 17 19.44933(W) AD(       ) 2
 ED1626  NGVD 29 (07/19/86)  248.6    (m)          816.     (f) VERT ANG       
 ED1626
 ED1626.Superseded values are not recommended for survey control.
 ED1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1626.See file dsdata.txt to determine how the superseded data were derived.
 ED1626
 ED1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8946501711(NAD 83)
 ED1626_MARKER: DD = SURVEY DISK
 ED1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1626
 ED1626  HISTORY     - Date     Condition        Report By
 ED1626  HISTORY     - 1975     MONUMENTED       GADT
 ED1626  HISTORY     - 20040524 GOOD             GADT
 ED1626
 ED1626                          STATION DESCRIPTION
 ED1626
 ED1626'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1626'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 ED1626'CARNESVILLE, 4-3/4 MILES NORTHWEST OF SANDY CROSS, AND 9 MILES
 ED1626'WEST-NORTHWEST OF FRANKLIN SPRINGS ON STATE RIGHT OF WAY.
 ED1626'
 ED1626'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED1626'STATE ROUTE 326, LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST
 ED1626'OF CARNESVILLE, GO NORTHWESTERLY ALONG STATE ROUTE 51 FOR 1.1
 ED1626'MILES TO THE STATION ON THE RIGHT.
 ED1626'
 ED1626'THE STATION IS LOCATED 47 FEET NORTHEAST OF THE CENTERLINE OF
 ED1626'STATE ROUTE 51, 84.5 FEET NORTHWEST OF A POWER POLE, 189.0 FEET
 ED1626'SOUTHEAST OF A POWER POLE, 203.0 FEET EAST-SOUTHEAST OF THE TOP
 ED1626'CENTER OF THE NORTHEAST END OF A CATTLE UNDERPASS CULVERT UNDER
 ED1626'THE HIGHWAY, 4.5 FEET SOUTH-SOUTHWEST OF A FENCELINE, AND 3.5
 ED1626'FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1626'DISK STAMPED 059-202 1975, SET IN THE TOP OF A 10 INCH
 ED1626'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1626'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1626'059-202 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1626'APPROXIMATELY 0.64 METER BELOW THE SURFACE OF THE GROUND.
 ED1626'
 ED1626'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 ED1626'ALONG STATE ROUTE 51 FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT
 ED1626'IS LOCATED 48.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE
 ED1626'ROUTE 51, 84.0 FEET NORTH-NORTHEAST OF AN UNDERGROUND TELEPHONE
 ED1626'CABLE PEDESTAL ON THE SOUTHWEST SIDE OF THE ROAD, 53.5 FEET
 ED1626'EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 ED1626'OF A DIRT DRIVEWAY TO THE NORTHEAST AND STATE ROUTE 51, 109.0
 ED1626'FEET SOUTHEAST OF A POWER POLE, 10.0 FEET SOUTH-SOUTHEAST OF
 ED1626'THE CORNER POST OF A FENCE, AND 3.6 FEET SOUTH-SOUTHWEST OF A
 ED1626'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 ED1626'STAMPED 059-202 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1626'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1626'GROUND.
 ED1626
 ED1626                          STATION RECOVERY (2004)
 ED1626
 ED1626'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1632 ***********************************************************************
 ED1632  DESIGNATION -  BV 059 203
 ED1632  PID         -  ED1632
 ED1632  STATE/COUNTY-  GA/FRANKLIN
 ED1632  USGS QUAD   -  HOMER (1985)
 ED1632
 ED1632                         *CURRENT SURVEY CONTROL
 ED1632  ___________________________________________________________________
 ED1632* NAD 83(1994)-  34 18 42.13332(N)    083 22 47.08219(W)     ADJUSTED  
 ED1632* NAVD 88     -       253.3    (meters)     831.     (feet)  VERTCON   
 ED1632  ___________________________________________________________________
 ED1632  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ED1632  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ED1632
 ED1632  HORZ ORDER  -  SECOND
 ED1632
 ED1632.The horizontal coordinates were established by classical geodetic methods
 ED1632.and adjusted by the National Geodetic Survey in September 1997..
 ED1632
 ED1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1632
 ED1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1632
 ED1632.The geoid height was determined by GEOID03.
 ED1632
 ED1632;                    North         East     Units Scale Factor Converg.
 ED1632;SPC GA E     -   478,742.346    88,349.116   MT  1.00005361   -0 41 02.0
 ED1632;SPC GA E     - 1,570,673.85    289,858.72   sFT  1.00005361   -0 41 02.0
 ED1632;SPC GA W     -   478,356.402   772,426.561   MT  0.99996464   +0 26 37.0
 ED1632;SPC GA W     - 1,569,407.63  2,534,202.81   sFT  0.99996464   +0 26 37.0
 ED1632;UTM  17      - 3,799,282.300   281,018.528   MT  1.00019113   -1 20 31.1
 ED1632
 ED1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1632!SPC GA E     -   0.99996495  x   1.00005361  =   1.00001856
 ED1632!SPC GA W     -   0.99996495  x   0.99996464  =   0.99992959
 ED1632!UTM  17      -   0.99996495  x   1.00019113  =   1.00015607
 ED1632
 ED1632:                Primary Azimuth Mark                     Grid Az
 ED1632:SPC GA E     -  BV 059 203 AZ MK                         239 29 11.6
 ED1632:SPC GA W     -  BV 059 203 AZ MK                         238 21 32.6
 ED1632:UTM  17      -  BV 059 203 AZ MK                         240 08 40.7
 ED1632
 ED1632|---------------------------------------------------------------------|
 ED1632| PID    Reference Object                     Distance      Geod. Az  |
 ED1632|                                                           dddmmss.s |
 ED1632| ED2817 BV 059 203 AZ MK                                   2384809.6 |
 ED1632| ED1633 BV 059 203 GADT RM1 1975             21.762 METERS 28516     |
 ED1632|---------------------------------------------------------------------|
 ED1632
 ED1632                          SUPERSEDED SURVEY CONTROL
 ED1632
 ED1632  NAD 83(1986)-  34 18 42.14046(N)    083 22 47.08197(W) AD(       ) 2
 ED1632  NAD 27      -  34 18 41.76142(N)    083 22 47.50124(W) AD(       ) 2
 ED1632  NGVD 29 (07/19/86)  253.3    (m)          831.     (f) VERT ANG       
 ED1632
 ED1632.Superseded values are not recommended for survey control.
 ED1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1632.See file dsdata.txt to determine how the superseded data were derived.
 ED1632
 ED1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8101999282(NAD 83)
 ED1632_MARKER: DD = SURVEY DISK
 ED1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1632
 ED1632  HISTORY     - Date     Condition        Report By
 ED1632  HISTORY     - 1975     MONUMENTED       GADT
 ED1632  HISTORY     - 20040524 GOOD             GADT
 ED1632
 ED1632                          STATION DESCRIPTION
 ED1632
 ED1632'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1632'THE STATION IS LOCATED APPROXIMATELY 7 MILES EAST OF HOMER, 8
 ED1632'3/4 MILES NORTH-NORTHEAST OF COMMERCE, AND 9-1/4 MILES SOUTHWEST
 ED1632'OF CARNESVILLE ON STATE RIGHT OF WAY.
 ED1632'
 ED1632'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 ED1632'85 AND U.S. HIGHWAY 441 (STATE ROUTE 15) APPROXIMATELY 3-3/4
 ED1632'MILES NORTH OF COMMERCE, GO NORTHEASTERLY ALONG INTERSTATE
 ED1632'HIGHWAY 85 FOR 4.5 MILES TO THE JUNCTION OF MARTIN BRIDGE ROAD
 ED1632'(COUNTY ROAD 92196) OVERPASS.  CONTINUE GOING NORTHEAST ALONG
 ED1632'INTERSTATE HIGHWAY 85 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 ED1632'LEFT.  CONTINUE GOING NORTHEAST ALONG INTERSTATE HIGHWAY 85 FOR
 ED1632'1.5 MILES TO THE COUNTY ROAD 258 BRIDGE OVER INTERSTATE HIGHWAY 85
 ED1632'(NO ACCESS) AND THE STATION ON THE BRIDGE.
 ED1632'
 ED1632'THE STATION IS LOCATED AT THE SOUTHEAST END OF THE BRIDGE, 8.0
 ED1632'FEET NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 258, 26.0
 ED1632'FEET NORTH OF THE CENTER OF THE SOUTHEAST END OF THE SOUTHERNMOST
 ED1632'CONCRETE BRIDGE END WALL, 10.5 FEET NORTHWEST OF THE CENTER OF
 ED1632'THE SOUTHEAST END OF THE WESTERNMOST CONCRETE BRIDGE END WALL,
 ED1632'AND 5.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1632'DISK STAMPED 059-203 1975, SET IN A 1 INCH DRILL HOLE IN THE
 ED1632'CONCRETE SIDEWALK OF THE BRIDGE.
 ED1632'
 ED1632'RM 1 IS LOCATED 2.4 FEET NORTH-NORTHEAST OF THE CONCRETE HANDRAIL
 ED1632'ON THE SOUTHWEST SIDE OF THE BRIDGE, 23.7 FEET SOUTH-SOUTHWEST
 ED1632'OF THE CONCRETE HANDRAIL ON THE NORTHEAST SIDE OF THE BRIDGE,
 ED1632'81.0 FEET WEST OF THE CENTER OF THE SOUTHEAST END OF THE
 ED1632'EASTERNMOST CONCRETE BRIDGE END WALL OF THE BRIDGE, AND 63.0
 ED1632'FEET WEST-NORTHWEST OF THE CENTER OF THE SOUTHEAST END OF THE
 ED1632'SOUTHERNMOST CONCRETE BRIDGE END WALL OF THE BRIDGE.  IT IS A
 ED1632'STANDARD DISK STAMPED 059-203 1975 RM 1, SET IN A 1 INCH DRILL
 ED1632'HOLE IN THE CONCRETE FLOOR OF THE BRIDGE.
 ED1632'
 ED1632'THE AZIMUTH MARK IS LOCATED UNDER A MARTIN BRIDGE ROAD EXIT
 ED1632'SIGN, 60 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 ED1632'OF INTERSTATE HIGHWAY 85, 295.0 FEET WEST-SOUTHWEST OF THE
 ED1632'SOUTHWEST END OF A GUARD RAIL, 150.0 FEET SOUTHWEST OF THE
 ED1632'NORTHEAST END OF A CONCRETE DITCH, 4.0 FEET NORTHWEST OF THE
 ED1632'CENTER LEG OF THE EXIT SIGN, AND 2.0 FEET SOUTHEAST OF A WITNESS
 ED1632'POST SET AT THE NORTHWESTERNMOST LEG OF THE SIGN.  IT IS A
 ED1632'STANDARD DISK STAMPED 059-203 1975 AZMK, SET IN THE TOP OF A 10
 ED1632'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1632'THE GROUND.
 ED1632
 ED1632                          STATION RECOVERY (2004)
 ED1632
 ED1632'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1611 ***********************************************************************
 ED1611  DESIGNATION -  BV 059 204
 ED1611  PID         -  ED1611
 ED1611  STATE/COUNTY-  GA/FRANKLIN
 ED1611  USGS QUAD   -  RED HILL (1964)
 ED1611
 ED1611                         *CURRENT SURVEY CONTROL
 ED1611  ___________________________________________________________________
 ED1611* NAD 83(1994)-  34 23 43.05928(N)    083 16 49.52276(W)     ADJUSTED  
 ED1611* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 ED1611  ___________________________________________________________________
 ED1611  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 ED1611  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 ED1611
 ED1611  HORZ ORDER  -  SECOND
 ED1611
 ED1611.The horizontal coordinates were established by classical geodetic methods
 ED1611.and adjusted by the National Geodetic Survey in September 1997..
 ED1611
 ED1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1611
 ED1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1611
 ED1611.The geoid height was determined by GEOID03.
 ED1611
 ED1611;                    North         East     Units Scale Factor Converg.
 ED1611;SPC GA E     -   487,910.004    97,592.814   MT  1.00002923   -0 37 45.2
 ED1611;SPC GA E     - 1,600,751.40    320,185.76   sFT  1.00002923   -0 37 45.2
 ED1611;UTM  17      - 3,808,344.202   290,368.190   MT  1.00014171   -1 17 19.2
 ED1611
 ED1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1611!SPC GA E     -   0.99996582  x   1.00002923  =   0.99999505
 ED1611!UTM  17      -   0.99996582  x   1.00014171  =   1.00010752
 ED1611
 ED1611:                Primary Azimuth Mark                     Grid Az
 ED1611:SPC GA E     -  SOUTH                                    023 49 20.1
 ED1611:UTM  17      -  SOUTH                                    024 28 54.1
 ED1611
 ED1611|---------------------------------------------------------------------|
 ED1611| PID    Reference Object                     Distance      Geod. Az  |
 ED1611|                                                           dddmmss.s |
 ED1611| ED1610 SOUTH                               APPROX. 5.3 KM 0231134.9 |
 ED1611| ED1612 BV 059 204 GADT 1975 PTA             27.145 METERS 25005     |
 ED1611|---------------------------------------------------------------------|
 ED1611
 ED1611                          SUPERSEDED SURVEY CONTROL
 ED1611
 ED1611  NAD 83(1986)-  34 23 43.06762(N)    083 16 49.52150(W) AD(       ) 2
 ED1611  NAD 27      -  34 23 42.69459(N)    083 16 49.95607(W) AD(       ) 2
 ED1611  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 ED1611
 ED1611.Superseded values are not recommended for survey control.
 ED1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1611.See file dsdata.txt to determine how the superseded data were derived.
 ED1611
 ED1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9036808344(NAD 83)
 ED1611_MARKER: DD = SURVEY DISK
 ED1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1611
 ED1611  HISTORY     - Date     Condition        Report By
 ED1611  HISTORY     - 1975     MONUMENTED       GADT
 ED1611
 ED1611                          STATION DESCRIPTION
 ED1611
 ED1611'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1611'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHWEST OF
 ED1611'CARNESVILLE, 8-1/4 MILES SOUTH-SOUTHWEST OF MARTIN, AND 8 MILES
 ED1611'NORTH-NORTHWEST OF SANDY CROSS ON THE PROPERTY OF MR. WILTON
 ED1611'HERRING.
 ED1611'
 ED1611'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 ED1611'STATE ROUTE 320, LOCATED APPROXIMATELY 1-1/2 MILES WEST OF
 ED1611'CARNESVILLE, GO NORTHWESTERLY ALONG STATE ROUTE 320 FOR 1.15
 ED1611'MILES TO THE JUNCTION OF COUNTY ROAD 195 CROSSING.  CONTINUE GOING
 ED1611'NORTHWESTERLY ALONG STATE ROUTE 320 FOR 0.5 MILE TO THE JUNCTION
 ED1611'OF COUNTY ROAD 198 TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG
 ED1611'COUNTY ROAD 198 FOR 0.4 MILE TO THE JUNCTION OF A DIRT DRIVEWAY
 ED1611'TO THE HERRING RESIDENCE TO THE LEFT.  TURN LEFT, GOING
 ED1611'WESTERLY ALONG THE DIRT DRIVEWAY FOR 0.2 MILE TO THE STATION ON
 ED1611'THE RIGHT.
 ED1611'
 ED1611'THE STATION IS LOCATED 10 FEET NORTH OF THE CENTERLINE OF THE
 ED1611'DIRT DRIVEWAY, 97.0 FEET SOUTH-SOUTHWEST OF A POWER POLE IN A
 ED1611'PASTURE, 92.9 FEET EAST OF A CORNER FENCE POST AT THE SOUTHWEST
 ED1611'CORNER OF THE PASTURE, 173.0 FEET EAST-NORTHEAST OF A POWER POLE
 ED1611'ON THE SOUTH SIDE OF THE DRIVEWAY, 92.4 FEET EAST-SOUTHEAST OF A
 ED1611'FENCE CORNER, 172.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 ED1611'OF THE HERRING RESIDENCE, AND 1.8 FEET SOUTH-SOUTHWEST OF A
 ED1611'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 059-204
 ED1611'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1611'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1611'STATION IS A STANDARD DISK STAMPED 059-204 1975, SET IN AN
 ED1611'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.62 METER BELOW THE
 ED1611'SURFACE OF THE GROUND.
 ED1611'
 ED1611'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE COUNTY ROAD
 ED1611'AND THE DRIVEWAY, GO NORTH ALONG COUNTY ROAD 198 FOR 0.1 MILE TO
 ED1611'THE MARK ON THE RIGHT.  IT IS LOCATED 33 FEET EAST OF THE
 ED1611'CENTERLINE OF COUNTY ROAD 198, 113 FEET NORTH-NORTHEAST OF THE
 ED1611'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 198 AND
 ED1611'A DIRT DRIVEWAY TO THE EAST, 77.5 FEET NORTH-NORTHWEST OF A 7
 ED1611'INCH PINE TREE, 69.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND
 ED1611'2.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1611'STAMPED 059-204 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1611'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1611'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1617 ***********************************************************************
 ED1617  DESIGNATION -  BV 059 205
 ED1617  PID         -  ED1617
 ED1617  STATE/COUNTY-  GA/FRANKLIN
 ED1617  USGS QUAD   -  RED HILL (1964)
 ED1617
 ED1617                         *CURRENT SURVEY CONTROL
 ED1617  ___________________________________________________________________
 ED1617* NAD 83(1994)-  34 23 28.79345(N)    083 20 05.41644(W)     ADJUSTED  
 ED1617* NAVD 88     -       244.     (meters)     801.     (feet)  VERTCON   
 ED1617  ___________________________________________________________________
 ED1617  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 ED1617  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ED1617
 ED1617  HORZ ORDER  -  SECOND
 ED1617
 ED1617.The horizontal coordinates were established by classical geodetic methods
 ED1617.and adjusted by the National Geodetic Survey in September 1997..
 ED1617
 ED1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1617
 ED1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1617
 ED1617.The geoid height was determined by GEOID03.
 ED1617
 ED1617;                    North         East     Units Scale Factor Converg.
 ED1617;SPC GA E     -   487,526.724    92,584.185   MT  1.00004218   -0 39 35.6
 ED1617;SPC GA E     - 1,599,493.93    303,753.28   sFT  1.00004218   -0 39 35.6
 ED1617;SPC GA W     -   487,221.789   776,487.460   MT  0.99997209   +0 28 11.5
 ED1617;SPC GA W     - 1,598,493.49  2,547,525.94   sFT  0.99997209   +0 28 11.5
 ED1617;UTM  17      - 3,808,018.554   285,354.885   MT  1.00016793   -1 19 09.5
 ED1617
 ED1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1617!SPC GA E     -   0.99996644  x   1.00004218  =   1.00000861
 ED1617!SPC GA W     -   0.99996644  x   0.99997209  =   0.99993853
 ED1617!UTM  17      -   0.99996644  x   1.00016793  =   1.00013436
 ED1617
 ED1617:                Primary Azimuth Mark                     Grid Az
 ED1617:SPC GA E     -  BV 059 205 AZ MK                         214 01 46.0
 ED1617:SPC GA W     -  BV 059 205 AZ MK                         212 53 58.9
 ED1617:UTM  17      -  BV 059 205 AZ MK                         214 41 19.9
 ED1617
 ED1617|---------------------------------------------------------------------|
 ED1617| PID    Reference Object                     Distance      Geod. Az  |
 ED1617|                                                           dddmmss.s |
 ED1617| ED2819 BV 059 205 AZ MK                                   2132210.4 |
 ED1617| ED1618 BV 059 205 GADT 1975 PTA             21.667 METERS 31040     |
 ED1617|---------------------------------------------------------------------|
 ED1617
 ED1617                          SUPERSEDED SURVEY CONTROL
 ED1617
 ED1617  NAD 83(1986)-  34 23 28.80125(N)    083 20 05.41646(W) AD(       ) 2
 ED1617  NAD 27      -  34 23 28.42899(N)    083 20 05.83741(W) AD(       ) 2
 ED1617  NGVD 29 (07/19/86)  244.     (m)          801.     (f) VERT ANG       
 ED1617
 ED1617.Superseded values are not recommended for survey control.
 ED1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1617.See file dsdata.txt to determine how the superseded data were derived.
 ED1617
 ED1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8535508019(NAD 83)
 ED1617_MARKER: DD = SURVEY DISK
 ED1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1617
 ED1617  HISTORY     - Date     Condition        Report By
 ED1617  HISTORY     - 1975     MONUMENTED       GADT
 ED1617
 ED1617                          STATION DESCRIPTION
 ED1617
 ED1617'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1617'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST-NORTHWEST OF
 ED1617'CARNESVILLE, 10-1/4 MILES EAST-NORTHEAST OF HOMER, AND 10-3/4
 ED1617'MILES SOUTHWEST OF MARTIN ON COUNTY RIGHT OF WAY.
 ED1617'
 ED1617'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59 AND
 ED1617'STATE ROUTE 198, LOCATED APPROXIMATELY 2-1/2 MILES WEST-SOUTHWEST
 ED1617'OF CARNESVILLE, GO NORTHWESTERLY ALONG STATE ROUTE 198 FOR 0.7
 ED1617'MILE TO A BRIDGE OVER INTERSTATE HIGHWAY 85.  CONTINUE GOING
 ED1617'NORTHWESTERLY ALONG STATE ROUTE 198 FOR 3.7 MILES TO THE JUNCTION
 ED1617'OF COUNTY ROAD 219 TO THE RIGHT.  TURN RIGHT, GOING NORTHERLY
 ED1617'ALONG COUNTY ROAD 219 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 ED1617'RIGHT.  CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 219 FOR 0.2
 ED1617'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 237 TO THE LEFT.
 ED1617'TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 237 FOR
 ED1617'APPROXIMATELY 300 FEET TO THE STATION ON THE RIGHT.
 ED1617'
 ED1617'THE STATION IS LOCATED 22.0 FEET NORTHEAST OF THE CENTERLINE
 ED1617'OF COUNTY ROAD 237, 355.0 FEET EAST-SOUTHEAST OF A 10 INCH OAK TREE
 ED1617'ON THE SOUTHWEST SIDE OF THE ROAD, 73.8 FEET EAST-NORTHEAST OF A 6
 ED1617'INCH CEDAR TREE ON THE SOUTHWEST SIDE OF THE ROAD, 128.8 FEET
 ED1617'NORTHWEST OF A 6 INCH CEDAR TREE, 51.3 FEET NORTH-NORTHEAST OF
 ED1617'THE CENTER ONE OF 3 PULL POSTS IN A FENCELINE ON THE SOUTHWEST
 ED1617'SIDE OF THE ROAD, 330 FEET NORTHWEST OF THE POINT OF
 ED1617'INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 219 AND 237,
 ED1617'AND 2.5 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 ED1617'STANDARD BRASS DISK STAMPED 059-205 1975, SET IN THE TOP OF A
 ED1617'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1617'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1617'STAMPED 059-205 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1617'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 ED1617'
 ED1617'THE AZIMUTH MARK IS LOCATED 34 FEET SOUTHEAST OF THE CENTERLINE
 ED1617'OF COUNTY ROAD 219, 66 FEET WEST-SOUTHWEST OF A 10 INCH TWIN
 ED1617'PINE TREE, 29.0 FEET WEST OF A POWER POLE, 27.0 FEET WEST OF A
 ED1617'10 INCH CEDAR TREE, AND 3.5 FEET NORTHWEST OF A WITNESS POST.  IT
 ED1617'IS A STANDARD DISK STAMPED 059-205 1975 AZMK, SET IN THE TOP OF
 ED1617'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1617'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1629 ***********************************************************************
 ED1629  DESIGNATION -  BV 059 206
 ED1629  PID         -  ED1629
 ED1629  STATE/COUNTY-  GA/FRANKLIN
 ED1629  USGS QUAD   -  ASHLAND (1982)
 ED1629
 ED1629                         *CURRENT SURVEY CONTROL
 ED1629  ___________________________________________________________________
 ED1629* NAD 83(1994)-  34 19 45.61210(N)    083 20 14.37592(W)     ADJUSTED  
 ED1629* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 ED1629  ___________________________________________________________________
 ED1629  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ED1629  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 ED1629
 ED1629  HORZ ORDER  -  SECOND
 ED1629
 ED1629.The horizontal coordinates were established by classical geodetic methods
 ED1629.and adjusted by the National Geodetic Survey in September 1997..
 ED1629
 ED1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1629
 ED1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1629
 ED1629.The geoid height was determined by GEOID03.
 ED1629
 ED1629;                    North         East     Units Scale Factor Converg.
 ED1629;SPC GA E     -   480,652.507    92,276.016   MT  1.00004300   -0 39 36.9
 ED1629;SPC GA E     - 1,576,940.77    302,742.23   sFT  1.00004300   -0 39 36.9
 ED1629;UTM  17      - 3,801,147.468   284,967.635   MT  1.00016999   -1 19 07.1
 ED1629
 ED1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1629!SPC GA E     -   0.99996469  x   1.00004300  =   1.00000769
 ED1629!UTM  17      -   0.99996469  x   1.00016999  =   1.00013467
 ED1629
 ED1629|---------------------------------------------------------------------|
 ED1629| PID    Reference Object                     Distance      Geod. Az  |
 ED1629|                                                           dddmmss.s |
 ED1629| ED1628 BV 059 206 GADT 1975 PTA             17.342 METERS 09735     |
 ED1629| ED2820 BV 059 206 AZ MK                                   3192826.5 |
 ED1629|---------------------------------------------------------------------|
 ED1629
 ED1629                          SUPERSEDED SURVEY CONTROL
 ED1629
 ED1629  NAD 83(1986)-  34 19 45.61950(N)    083 20 14.37518(W) AD(       ) 2
 ED1629  NAD 27      -  34 19 45.24026(N)    083 20 14.81287(W) AD(       ) 2
 ED1629  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 ED1629
 ED1629.Superseded values are not recommended for survey control.
 ED1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1629.See file dsdata.txt to determine how the superseded data were derived.
 ED1629
 ED1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8496801147(NAD 83)
 ED1629_MARKER: DD = SURVEY DISK
 ED1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1629
 ED1629  HISTORY     - Date     Condition        Report By
 ED1629  HISTORY     - 1975     MONUMENTED       GADT
 ED1629  HISTORY     - 20040524 GOOD             GADT
 ED1629
 ED1629                          STATION DESCRIPTION
 ED1629
 ED1629'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1629'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES WEST-SOUTHWEST
 ED1629'OF CARNESVILLE, 6-1/2 MILES WEST-NORTHWEST OF SANDY CROSS, AND
 ED1629'9-1/4 MILES EAST OF HOMER ON COUNTY RIGHT OF WAY.
 ED1629'
 ED1629'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59 AND
 ED1629'STATE ROUTE 51, APPROXIMATELY 5 MILES WEST-SOUTHWEST OF CARNESVILLE,
 ED1629'GO SOUTHWESTERLY ALONG STATE ROUTE 59 FOR 1.7 MILES TO THE
 ED1629'JUNCTION OF COUNTY ROAD 270 TO THE LEFT.  TURN LEFT, GOING
 ED1629'SOUTHEASTERLY ALONG COUNTY ROAD 270 FOR 0.1 MILE TO THE AZIMUTH
 ED1629'MARK ON THE LEFT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD
 ED1629'270 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ED1629'
 ED1629'THE STATION IS LOCATED 30 FEET NORTHEAST OF THE CENTERLINE OF
 ED1629'COUNTY ROAD 270, 198.5 FEET EAST OF A POWER POLE ON THE SOUTHWEST
 ED1629'SIDE OF THE ROAD, 138.0 FEET NORTH OF ANOTHER POWER POLE ON THE
 ED1629'SOUTHWEST SIDE OF THE ROAD, 10.0 FEET SOUTHEAST OF A 6 INCH PINE
 ED1629'TREE, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 ED1629'BRASS DISK STAMPED 059-206 1975, SET IN THE TOP OF A 10 INCH
 ED1629'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1629'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1629'059-206 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1629'APPROXIMATELY 0.65 METER BELOW THE SURFACE OF THE GROUND.
 ED1629'
 ED1629'THE AZIMUTH MARK IS LOCATED 33 FEET NORTHEAST OF THE CENTERLINE
 ED1629'OF COUNTY ROAD 270, 92.0 FEET NORTH-NORTHEAST OF A POWER POLE
 ED1629'ON THE SOUTHWEST SIDE OF THE ROAD, 103.0 FEET SOUTHEAST OF A
 ED1629'12 INCH FORKED OAK TREE, 97.2 FEET SOUTH-SOUTHEAST OF A 15 INCH
 ED1629'POPLAR TREE, AND 2.4 FEET SOUTHWEST OF A WITNESS POST.  IT IS
 ED1629'A STANDARD DISK STAMPED 059-206 1975 AZMK, SET IN THE TOP OF A
 ED1629'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1629'THE GROUND.
 ED1629
 ED1629                          STATION RECOVERY (2004)
 ED1629
 ED1629'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1470 ***********************************************************************
 ED1470  DESIGNATION -  BV 059 207
 ED1470  PID         -  ED1470
 ED1470  STATE/COUNTY-  GA/FRANKLIN
 ED1470  USGS QUAD   -  LAVONIA (1985)
 ED1470
 ED1470                         *CURRENT SURVEY CONTROL
 ED1470  ___________________________________________________________________
 ED1470* NAD 83(1994)-  34 28 51.51530(N)    083 05 44.01879(W)     ADJUSTED  
 ED1470* NAVD 88     -       264.0    (meters)     866.     (feet)  VERTCON   
 ED1470  ___________________________________________________________________
 ED1470  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 ED1470  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 ED1470
 ED1470  HORZ ORDER  -  SECOND
 ED1470
 ED1470.The horizontal coordinates were established by classical geodetic methods
 ED1470.and adjusted by the National Geodetic Survey in September 1997..
 ED1470
 ED1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1470
 ED1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1470
 ED1470.The geoid height was determined by GEOID03.
 ED1470
 ED1470;                    North         East     Units Scale Factor Converg.
 ED1470;SPC GA E     -   497,243.081   114,678.188   MT  0.99998970   -0 31 33.3
 ED1470;SPC GA E     - 1,631,371.67    376,240.02   sFT  0.99998970   -0 31 33.3
 ED1470;UTM  17      - 3,817,480.631   307,561.501   MT  1.00005648   -1 11 12.2
 ED1470
 ED1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1470!SPC GA E     -   0.99996333  x   0.99998970  =   0.99995303
 ED1470!UTM  17      -   0.99996333  x   1.00005648  =   1.00001981
 ED1470
 ED1470:                Primary Azimuth Mark                     Grid Az
 ED1470:SPC GA E     -  BV 059 207 AZ MK                         008 44 22.3
 ED1470:UTM  17      -  BV 059 207 AZ MK                         009 24 01.2
 ED1470
 ED1470|---------------------------------------------------------------------|
 ED1470| PID    Reference Object                     Distance      Geod. Az  |
 ED1470|                                                           dddmmss.s |
 ED1470| ED2821 BV 059 207 AZ MK                                   0081249.0 |
 ED1470|---------------------------------------------------------------------|
 ED1470
 ED1470                          SUPERSEDED SURVEY CONTROL
 ED1470
 ED1470  NAD 83(1986)-  34 28 51.52348(N)    083 05 44.01860(W) AD(       ) 2
 ED1470  NAD 27      -  34 28 51.15455(N)    083 05 44.47552(W) AD(       ) 2
 ED1470  NGVD 29 (07/19/86)  264.1    (m)          866.     (f) VERT ANG       
 ED1470
 ED1470.Superseded values are not recommended for survey control.
 ED1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1470.See file dsdata.txt to determine how the superseded data were derived.
 ED1470
 ED1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0756217481(NAD 83)
 ED1470_MARKER: DD = SURVEY DISK
 ED1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1470
 ED1470  HISTORY     - Date     Condition        Report By
 ED1470  HISTORY     - 1975     MONUMENTED       GADT
 ED1470  HISTORY     - 20030415 GOOD             USPSQD
 ED1470
 ED1470                          STATION DESCRIPTION
 ED1470
 ED1470'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1470'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF LAVONIA,
 ED1470'5 MILES EAST OF MARTIN, AND 5-3/4 MILES EAST-SOUTHEAST OF AVALON
 ED1470'ON THE PROPERTY OF LALON FARMER.
 ED1470'
 ED1470'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59 AND
 ED1470'STATE ROUTE 328 ON THE NORTH SIDE OF LAVONIA, GO NORTH ALONG
 ED1470'STATE ROUTE 328 FOR 0.8 MILE TO THE NORTH END OF A BRIDGE OVER
 ED1470'INTERSTATE 85.  CONTINUE GOING NORTH ALONG STATE ROUTE 328 FOR
 ED1470'0.65 MILE TO THE JUNCTION OF COUNTY ROAD 118 FORKING TO THE
 ED1470'LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 328 FOR 0.8 MILE
 ED1470'TO THE JUNCTION OF A DIRT COUNTY ROAD FORKING TO THE LEFT.
 ED1470'TURN LEFT, GOING NORTHWESTERLY ALONG THE DIRT COUNTY ROAD FOR
 ED1470'0.1 MILE TO THE JUNCTION OF A DIRT COUNTY ROAD TO THE RIGHT
 ED1470'AND THE STATION ON THE RIGHT.
 ED1470'
 ED1470'THE STATION IS LOCATED 23 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1470'OF THE DIRT COUNTY ROAD NORTHEASTERLY, 60.0 FEET NORTHEAST OF
 ED1470'A TELEPHONE POLE, 171.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 ED1470'CORNER OF THE GUMLOG BAR-B-QUE BUILDING, 69 FEET NORTH OF THE
 ED1470'POINT OF INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 90.5
 ED1470'FEET NORTH-NORTHEAST OF A POWER POLE ON THE SOUTHEAST SIDE OF
 ED1470'THE ROAD NORTHWESTERLY, AND 4.3 FEET WEST-NORTHWEST OF A WITNESS
 ED1470'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 059-207
 ED1470'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1470'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1470'STATION IS A STANDARD DISK STAMPED 059-207 1975, SET IN AN
 ED1470'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE
 ED1470'SURFACE OF THE GROUND.
 ED1470'
 ED1470'TO REACH THE AZIMUTH MARK FROM THE STATION, TURN RIGHT, GOING
 ED1470'NORTHEASTERLY ALONG THE DIRT COUNTY ROAD FOR 0.1 MILE TO THE
 ED1470'JUNCTION OF STATE ROUTE 328 CROSSING.  TURN LEFT, GOING NORTH
 ED1470'ALONG STATE ROUTE 328 FOR 0.15 MILE TO THE JUNCTION OF COUNTY
 ED1470'ROAD 133 TO THE RIGHT AND THE MARK ON THE RIGHT.  IT IS LOCATED
 ED1470'35 FEET EAST OF THE CENTERLINE OF STATE ROUTE 328, 6.5 FEET
 ED1470'EAST-SOUTHEAST OF THE WESTERNMOST LEG OF A SIGN FRANKLIN
 ED1470'CO. PUBLIC BOAT RAMP-GA. GAME AND FISH COMMISSION, 33 FEET
 ED1470'SOUTH OF THE CENTERLINE OF COUNTY ROAD 133, 66.0 FEET SOUTH OF
 ED1470'A POWER POLE ON THE NORTH SIDE OF THE COUNTY ROAD, AND
 ED1470'1.8 FEET SOUTH OF A WITNESS POST SET AT THE EASTERNMOST LEG
 ED1470'OF THE SIGN.  IT IS A STANDARD DISK STAMPED 059-207 1975 AZMK, SET
 ED1470'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1470'BELOW THE SURFACE OF THE GROUND.
 ED1470
 ED1470                          STATION RECOVERY (2003)
 ED1470
 ED1470'RECOVERY NOTE BY US POWER SQUADRON 2003 (DR)
 ED1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1625 ***********************************************************************
 ED1625  DESIGNATION -  BV 059 208
 ED1625  PID         -  ED1625
 ED1625  STATE/COUNTY-  GA/FRANKLIN
 ED1625  USGS QUAD   -  ASHLAND (1982)
 ED1625
 ED1625                         *CURRENT SURVEY CONTROL
 ED1625  ___________________________________________________________________
 ED1625* NAD 83(1994)-  34 16 19.80043(N)    083 16 38.26322(W)     ADJUSTED  
 ED1625* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 ED1625  ___________________________________________________________________
 ED1625  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 ED1625  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 ED1625
 ED1625  HORZ ORDER  -  SECOND
 ED1625
 ED1625.The horizontal coordinates were established by classical geodetic methods
 ED1625.and adjusted by the National Geodetic Survey in September 1997..
 ED1625
 ED1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1625
 ED1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1625
 ED1625.The geoid height was determined by GEOID03.
 ED1625
 ED1625;                    North         East     Units Scale Factor Converg.
 ED1625;SPC GA E     -   474,248.939    97,731.068   MT  1.00002888   -0 37 31.7
 ED1625;SPC GA E     - 1,555,931.73    320,639.35   sFT  1.00002888   -0 37 31.7
 ED1625;UTM  17      - 3,794,680.911   290,349.447   MT  1.00014182   -1 16 58.3
 ED1625
 ED1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1625!SPC GA E     -   0.99996609  x   1.00002888  =   0.99999496
 ED1625!UTM  17      -   0.99996609  x   1.00014182  =   1.00010790
 ED1625
 ED1625|---------------------------------------------------------------------|
 ED1625| PID    Reference Object                     Distance      Geod. Az  |
 ED1625|                                                           dddmmss.s |
 ED1625| ED1624 BV 059 208 GADT 1975 PTA             16.885 METERS 13818     |
 ED1625| ED1570 ILA ATT MICROWAVE                   APPROX. 8.9 KM 1974108.2 |
 ED1625|---------------------------------------------------------------------|
 ED1625
 ED1625                          SUPERSEDED SURVEY CONTROL
 ED1625
 ED1625  NAD 83(1986)-  34 16 19.80802(N)    083 16 38.26244(W) AD(       ) 2
 ED1625  NAD 27      -  34 16 19.42396(N)    083 16 38.70500(W) AD(       ) 2
 ED1625  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 ED1625
 ED1625.Superseded values are not recommended for survey control.
 ED1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1625.See file dsdata.txt to determine how the superseded data were derived.
 ED1625
 ED1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9034994681(NAD 83)
 ED1625_MARKER: DD = SURVEY DISK
 ED1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1625
 ED1625  HISTORY     - Date     Condition        Report By
 ED1625  HISTORY     - 1975     MONUMENTED       GADT
 ED1625
 ED1625                          STATION DESCRIPTION
 ED1625
 ED1625'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1625'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST-SOUTHWEST OF
 ED1625'SANDY CROSS, 7-1/4 MILES SOUTH-SOUTHWEST OF CARNESVILLE, AND
 ED1625'7 MILES NORTH OF POCATALIGO ON THE PROPERTY OF JIMMY HEART.
 ED1625'
 ED1625'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1625'STATE ROUTE 164, LOCATED APPROXIMATELY 7-1/4 MILES WEST-SOUTHWEST
 ED1625'OF CARNESVILLE, GO WESTERLY ALONG STATE ROUTE 164 FOR 0.15 MILE
 ED1625'TO THE JUNCTION OF A TRACK ROAD WITH A METAL GATE TO THE
 ED1625'RIGHT.  TURN RIGHT, GOING NORTHERLY ALONG THE TRACK ROAD FOR
 ED1625'0.1 MILE TO THE JUNCTION OF A TRACK ROAD TO THE LEFT AND A
 ED1625'CHICKEN HOUSE ON THE LEFT.  TURN LEFT, GOING NORTHWESTERLY
 ED1625'BETWEEN THE SOUTHERNMOST END OF THE CHICKEN HOUSE AND THE
 ED1625'EASTERN SIDE OF A METAL BARN FOR 0.1 MILE TO THE STATION.  (DO
 ED1625'NOT DISTURB CHICKENS)
 ED1625'
 ED1625'THE STATION IS LOCATED 114.0 FEET NORTH-NORTHEAST OF THE
 ED1625'WESTERNMOST CORNER OF THE CHICKEN HOUSE, 180.0 FEET EAST-NORTHEAST
 ED1625'OF THE NORTHEASTERNMOST CORNER OF THE METAL BARN, 282.0 FEET
 ED1625'SOUTH-SOUTHWEST OF A 14 INCH POPLAR TREE, AND 2.5 FEET
 ED1625'WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1625'STAMPED 059-208 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1625'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1625'UNDERGROUND STATION IS A STANDARD DISK STAMPED 059-208 1975,
 ED1625'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER
 ED1625'BELOW THE SURFACE OF THE GROUND.
 ED1625'
 ED1625'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE TRACK ROAD
 ED1625'AT THE METAL GATE AND STATE ROUTE 164, GO WESTERLY ALONG STATE
 ED1625'ROUTE 164 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED
 ED1625'25 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 164,
 ED1625'46.0 FEET NORTH-NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF
 ED1625'THE HIGHWAY, 92.0 FEET NORTHEAST OF A 14 INCH OAK TREE ON THE
 ED1625'SOUTH SIDE OF THE HIGHWAY, 17.0 FEET SOUTHEAST OF AN 8 INCH OAK
 ED1625'TREE AT A FENCELINE, 53.8 FEET WEST OF A 6 INCH OAK TREE AT
 ED1625'THE FENCELINE, AND 5.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST
 ED1625'SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 059-208
 ED1625'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1625'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1472 ***********************************************************************
 ED1472  DESIGNATION -  BV 059 209
 ED1472  PID         -  ED1472
 ED1472  STATE/COUNTY-  GA/FRANKLIN
 ED1472  USGS QUAD   -  LAVONIA (1985)
 ED1472
 ED1472                         *CURRENT SURVEY CONTROL
 ED1472  ___________________________________________________________________
 ED1472* NAD 83(1994)-  34 23 59.25271(N)    083 06 11.71425(W)     ADJUSTED  
 ED1472* NAVD 88     -       275.7    (meters)     905.     (feet)  VERTCON   
 ED1472  ___________________________________________________________________
 ED1472  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 ED1472  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ED1472
 ED1472  HORZ ORDER  -  SECOND
 ED1472
 ED1472.The horizontal coordinates were established by classical geodetic methods
 ED1472.and adjusted by the National Geodetic Survey in September 1997..
 ED1472
 ED1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1472
 ED1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1472
 ED1472.The geoid height was determined by GEOID03.
 ED1472
 ED1472;                    North         East     Units Scale Factor Converg.
 ED1472;SPC GA E     -   488,244.281   113,888.263   MT  0.99999137   -0 31 45.0
 ED1472;SPC GA E     - 1,601,848.11    373,648.41   sFT  0.99999137   -0 31 45.0
 ED1472;UTM  17      - 3,808,490.917   306,667.889   MT  1.00006074   -1 11 19.1
 ED1472
 ED1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1472!SPC GA E     -   0.99996146  x   0.99999137  =   0.99995283
 ED1472!UTM  17      -   0.99996146  x   1.00006074  =   1.00002220
 ED1472
 ED1472:                Primary Azimuth Mark                     Grid Az
 ED1472:SPC GA E     -  LAVONIA RANDALL ST TANK                  006 26 35.3
 ED1472:UTM  17      -  LAVONIA RANDALL ST TANK                  007 06 09.4
 ED1472
 ED1472|---------------------------------------------------------------------|
 ED1472| PID    Reference Object                     Distance      Geod. Az  |
 ED1472|                                                           dddmmss.s |
 ED1472| ED1471 LAVONIA RANDALL ST TANK             APPROX. 3.2 KM 0055450.3 |
 ED1472| ED2823 BV 059 209 AZ MK                                   0164347.8 |
 ED1472| ED1473 LAVONIA MUN TANK                    APPROX. 3.8 KM 3545315.4 |
 ED1472|---------------------------------------------------------------------|
 ED1472
 ED1472                          SUPERSEDED SURVEY CONTROL
 ED1472
 ED1472  NAD 83(1986)-  34 23 59.26090(N)    083 06 11.71383(W) AD(       ) 2
 ED1472  NAD 27      -  34 23 58.88628(N)    083 06 12.17491(W) AD(       ) 2
 ED1472  NGVD 29 (07/19/86)  275.8    (m)          905.     (f) VERT ANG       
 ED1472
 ED1472.Superseded values are not recommended for survey control.
 ED1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1472.See file dsdata.txt to determine how the superseded data were derived.
 ED1472
 ED1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0666808491(NAD 83)
 ED1472_MARKER: DD = SURVEY DISK
 ED1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1472
 ED1472  HISTORY     - Date     Condition        Report By
 ED1472  HISTORY     - 1976     MONUMENTED       GADT
 ED1472
 ED1472                          STATION DESCRIPTION
 ED1472
 ED1472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED1472'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHWEST OF
 ED1472'BOWERSVILLE, 2-3/4 MILES SOUTH OF LAVONIA, AND 8 MILES
 ED1472'EAST-NORTHEAST OF CARNESVILLE ON STATE RIGHT OF WAY.
 ED1472'
 ED1472'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 327 AND
 ED1472'STATE ROUTE 17, LOCATED APPROXIMATELY 1-3/4 MILES NORTHWEST OF
 ED1472'BOWERSVILLE, GO NORTH ALONG STATE ROUTE 17 FOR 0.5 MILE TO THE
 ED1472'STATION ON THE RIGHT.
 ED1472'
 ED1472'THE STATION IS LOCATED 30 FEET EAST OF THE CENTERLINE OF STATE
 ED1472'ROUTE 17, 139.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, 29.5 FEET
 ED1472'WEST OF A 7 INCH SWEET GUM TREE, AND 3.5 FEET WEST-NORTHWEST OF
 ED1472'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 059-209 1975,
 ED1472'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1472'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1472'STANDARD DISK STAMPED 059-209 1975, SET IN AN IRREGULAR MASS OF
 ED1472'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE
 ED1472'GROUND.
 ED1472'
 ED1472'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 ED1472'ALONG STATE ROUTE 17 FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT
 ED1472'IS LOCATED 43.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF STATE
 ED1472'ROUTE 17, 14.5 FEET SOUTHWEST OF THE WESTERNMOST LEG OF A
 ED1472'GEORGIA POWER COMPANY TRANSMISSION LINE TOWER, 64.0 FEET
 ED1472'SOUTHWEST OF A POWER POLE, AND 3.0 FEET WEST-SOUTHWEST OF A
 ED1472'WITNESS POST SET AT THE SOUTHERNMOST LEG OF THE TOWER.  IT IS
 ED1472'A STANDARD DISK STAMPED 059-209 1975 AZMK, SET IN THE TOP OF A
 ED1472'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1472'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1620 ***********************************************************************
 ED1620  DESIGNATION -  BV 059 210
 ED1620  PID         -  ED1620
 ED1620  STATE/COUNTY-  GA/FRANKLIN
 ED1620  USGS QUAD   -  ASHLAND (1982)
 ED1620
 ED1620                         *CURRENT SURVEY CONTROL
 ED1620  ___________________________________________________________________
 ED1620* NAD 83(1994)-  34 22 06.73477(N)    083 15 03.65663(W)     ADJUSTED  
 ED1620* NAVD 88     -       233.     (meters)     764.     (feet)  VERTCON   
 ED1620  ___________________________________________________________________
 ED1620  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 ED1620  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ED1620
 ED1620  HORZ ORDER  -  SECOND
 ED1620
 ED1620.The horizontal coordinates were established by classical geodetic methods
 ED1620.and adjusted by the National Geodetic Survey in September 1997..
 ED1620
 ED1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1620
 ED1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1620
 ED1620.The geoid height was determined by GEOID03.
 ED1620
 ED1620;                    North         East     Units Scale Factor Converg.
 ED1620;SPC GA E     -   484,912.688   100,265.136   MT  1.00002257   -0 36 43.8
 ED1620;SPC GA E     - 1,590,917.71    328,953.20   sFT  1.00002257   -0 36 43.8
 ED1620;UTM  17      - 3,805,316.008   293,006.137   MT  1.00012817   -1 16 16.3
 ED1620
 ED1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1620!SPC GA E     -   0.99996817  x   1.00002257  =   0.99999073
 ED1620!UTM  17      -   0.99996817  x   1.00012817  =   1.00009633
 ED1620
 ED1620:                Primary Azimuth Mark                     Grid Az
 ED1620:SPC GA E     -  CARNESVILLE MUN TANK                     082 28 56.3
 ED1620:UTM  17      -  CARNESVILLE MUN TANK                     083 08 28.8
 ED1620
 ED1620|---------------------------------------------------------------------|
 ED1620| PID    Reference Object                     Distance      Geod. Az  |
 ED1620|                                                           dddmmss.s |
 ED1620| ED1505 CARNESVILLE MUN TANK                APPROX. 1.4 KM 0815212.5 |
 ED1620| ED1621 BV 059 210 GADT 1975 PTA             21.256 METERS 24507     |
 ED1620| ED2824 BV 059 210 AZ MK                                   3045721.7 |
 ED1620|---------------------------------------------------------------------|
 ED1620
 ED1620                          SUPERSEDED SURVEY CONTROL
 ED1620
 ED1620  NAD 83(1986)-  34 22 06.74257(N)    083 15 03.65565(W) AD(       ) 2
 ED1620  NAD 27      -  34 22 06.36987(N)    083 15 04.10396(W) AD(       ) 2
 ED1620  NGVD 29 (07/19/86)  233.     (m)          764.     (f) VERT ANG       
 ED1620
 ED1620.Superseded values are not recommended for survey control.
 ED1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1620.See file dsdata.txt to determine how the superseded data were derived.
 ED1620
 ED1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9300605316(NAD 83)
 ED1620_MARKER: DD = SURVEY DISK
 ED1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1620
 ED1620  HISTORY     - Date     Condition        Report By
 ED1620  HISTORY     - 1975     MONUMENTED       GADT
 ED1620
 ED1620                          STATION DESCRIPTION
 ED1620
 ED1620'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1620'THE STATION IS LOCATED APPROXIMATELY 1 MILE WEST OF CARNESVILLE,
 ED1620'8 MILES WEST-NORTHWEST OF CANON, AND 8 MILES NORTHWEST OF
 ED1620'FRANKLIN SPRINGS ON COUNTY RIGHT OF WAY.
 ED1620'
 ED1620'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 320 AND
 ED1620'INTERSTATE 85, LOCATED APPROXIMATELY 1-1/2 MILES WEST OF
 ED1620'CARNESVILLE, GO SOUTHEASTERLY ALONG STATE ROUTE 320 FOR 0.45 MILE
 ED1620'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTHEASTERLY
 ED1620'ALONG STATE ROUTE 320 FOR 0.05 MILE TO THE JUNCTION OF COUNTY
 ED1620'ROAD 150 TO THE LEFT.  TURN LEFT, GOING EAST ALONG COUNTY ROAD
 ED1620'150 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ED1620'
 ED1620'THE STATION IS LOCATED 25.5 FEET NORTH-NORTHEAST OF THE
 ED1620'CENTERLINE OF COUNTY ROAD 150, 104.5 FEET EAST-NORTHEAST OF A
 ED1620'24 INCH OAK TREE ON THE SOUTH SIDE OF THE ROAD, 91.5 FEET
 ED1620'NORTHEAST OF A CEMETERY HEADSTONE MARKED SHAFER WARD ON THE
 ED1620'SOUTH SIDE OF THE ROAD, 61.5 FEET NORTH OF A 22 INCH OAK TREE
 ED1620'ON THE SOUTH SIDE OF THE ROAD, 12.5 FEET SOUTHWEST OF A
 ED1620'FENCELINE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 ED1620'STANDARD BRASS DISK STAMPED 059-210 1975, SET IN THE TOP OF A 10
 ED1620'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1620'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1620'059-210 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1620'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1620'
 ED1620'THE AZIMUTH MARK IS LOCATED 35 FEET SOUTHWEST OF THE CENTERLINE
 ED1620'OF STATE ROUTE 320, 66.0 FEET SOUTH-SOUTHWEST OF A POWER POLE ON
 ED1620'THE NORTHEAST SIDE OF THE ROAD, 45.0 FEET SOUTHEAST OF A POWER
 ED1620'POLE, 10.5 FEET NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 ED1620'PEDESTAL, AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 ED1620'STANDARD DISK STAMPED 059-210 1975 AZMK, SET IN THE TOP OF A 10
 ED1620'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1620'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1623 ***********************************************************************
 ED1623  DESIGNATION -  BV 059 211
 ED1623  PID         -  ED1623
 ED1623  STATE/COUNTY-  GA/FRANKLIN
 ED1623  USGS QUAD   -  ASHLAND (1982)
 ED1623
 ED1623                         *CURRENT SURVEY CONTROL
 ED1623  ___________________________________________________________________
 ED1623* NAD 83(1994)-  34 18 12.85122(N)    083 15 25.56841(W)     ADJUSTED  
 ED1623* NAVD 88     -       248.7    (meters)     816.     (feet)  VERTCON   
 ED1623  ___________________________________________________________________
 ED1623  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 ED1623  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ED1623
 ED1623  HORZ ORDER  -  SECOND
 ED1623
 ED1623.The horizontal coordinates were established by classical geodetic methods
 ED1623.and adjusted by the National Geodetic Survey in September 1997..
 ED1623
 ED1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1623
 ED1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1623
 ED1623.The geoid height was determined by GEOID03.
 ED1623
 ED1623;                    North         East     Units Scale Factor Converg.
 ED1623;SPC GA E     -   477,712.166    99,627.915   MT  1.00002414   -0 36 52.5
 ED1623;SPC GA E     - 1,567,294.00    326,862.58   sFT  1.00002414   -0 36 52.5
 ED1623;UTM  17      - 3,798,122.518   292,286.133   MT  1.00013185   -1 16 21.0
 ED1623
 ED1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1623!SPC GA E     -   0.99996566  x   1.00002414  =   0.99998980
 ED1623!UTM  17      -   0.99996566  x   1.00013185  =   1.00009750
 ED1623
 ED1623:                Primary Azimuth Mark                     Grid Az
 ED1623:SPC GA E     -  BV 059 215                               017 25 53.3
 ED1623:UTM  17      -  BV 059 215                               018 05 21.8
 ED1623
 ED1623|---------------------------------------------------------------------|
 ED1623| PID    Reference Object                     Distance      Geod. Az  |
 ED1623|                                                           dddmmss.s |
 ED1623| ED1622 BV 059 215                          418.689 METERS 0164900.8 |
 ED1623| ED2825 BV 059 211 AZ MK                                   1872327.2 |
 ED1623|---------------------------------------------------------------------|
 ED1623
 ED1623                          SUPERSEDED SURVEY CONTROL
 ED1623
 ED1623  NAD 83(1986)-  34 18 12.85893(N)    083 15 25.56741(W) AD(       ) 2
 ED1623  NAD 27      -  34 18 12.48082(N)    083 15 26.01742(W) AD(       ) 2
 ED1623  NGVD 29 (07/19/86)  248.8    (m)          816.     (f) VERT ANG       
 ED1623
 ED1623.Superseded values are not recommended for survey control.
 ED1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1623.See file dsdata.txt to determine how the superseded data were derived.
 ED1623
 ED1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9228698123(NAD 83)
 ED1623_MARKER: DD = SURVEY DISK
 ED1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1623
 ED1623  HISTORY     - Date     Condition        Report By
 ED1623  HISTORY     - 1975     MONUMENTED       GADT
 ED1623
 ED1623                          STATION DESCRIPTION
 ED1623
 ED1623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1623'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST-NORTHWEST
 ED1623'OF SANDY CROSS, 4-3/4 MILES SOUTH-SOUTHWEST OF CARNESVILLE, AND
 ED1623'6-1/2 MILES WEST OF FRANKLIN SPRINGS ON STATE RIGHT OF WAY.
 ED1623'
 ED1623'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED1623'STATE ROUTE 174 AT THE MARANATHA CHILDRENS HOME IN SANDY CROSS,
 ED1623'LOCATED APPROXIMATELY 5 MILES WEST OF FRANKLIN SPRINGS, GO WESTERLY
 ED1623'ALONG STATE ROUTE 51 FOR 1.7 MILES TO THE JUNCTION OF STATE ROUTE
 ED1623'106 CROSSING.  TURN RIGHT, GOING NORTH ALONG STATE ROUTE 106 FOR
 ED1623'0.3 MILE TO THE JUNCTION OF COUNTY ROAD 284 TO THE LEFT AND
 ED1623'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTH ALONG STATE
 ED1623'ROUTE 106 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 ED1623'
 ED1623'THE STATION IS LOCATED 35 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1623'OF STATE ROUTE 106, 153.0 FEET SOUTHEAST OF A POWER POLE WITH A
 ED1623'TRANSFORMER ON THE WEST SIDE OF THE HIGHWAY, 91.9 FEET EAST OF
 ED1623'ANOTHER POWER POLE ON THE WEST SIDE OF THE ROAD, 238.0 FEET
 ED1623'SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE
 ED1623'CABLE PEDESTAL ATTACHED, 145.2 FEET NORTH-NORTHEAST OF THE NORTH
 ED1623'END OF AN 18 INCH SIDE DRAIN CONCRETE CULVERT PIPE UNDER A
 ED1623'DRIVEWAY TO THE EAST, 22.5 FEET NORTH OF A RIGHT OF WAY
 ED1623'MARKER, AND 3.0 FEET WEST-NORTHWEST OF A WITNESS POST SET AT A
 ED1623'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 ED1623'059-211 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1623'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1623'STATION IS A STANDARD DISK STAMPED 059-211 1975, SET IN AN
 ED1623'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.66 METER BELOW THE
 ED1623'SURFACE OF THE GROUND.
 ED1623'
 ED1623'THE AZIMUTH MARK IS LOCATED 33 FEET WEST OF THE CENTERLINE OF
 ED1623'STATE ROUTE 106, 22 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 ED1623'284, 98.8 FEET NORTHWEST OF A POWER POLE ON THE EAST SIDE OF
 ED1623'STATE ROUTE 106, 8.0 FEET NORTH-NORTHWEST OF THE NORTH END OF
 ED1623'A CULVERT PIPE UNDER THE COUNTY ROAD, AND 2.6 FEET EAST OF A
 ED1623'WITNESS POST.  IT IS A STANDARD DISK STAMPED 059-211 1975 AZMK,
 ED1623'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES
 ED1623'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1511 ***********************************************************************
 ED1511  DESIGNATION -  BV 059 212
 ED1511  PID         -  ED1511
 ED1511  STATE/COUNTY-  GA/FRANKLIN
 ED1511  USGS QUAD   -  MARTIN (1981)
 ED1511
 ED1511                         *CURRENT SURVEY CONTROL
 ED1511  ___________________________________________________________________
 ED1511* NAD 83(1994)-  34 24 42.71529(N)    083 12 11.23063(W)     ADJUSTED  
 ED1511* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 ED1511  ___________________________________________________________________
 ED1511  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ED1511  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 ED1511
 ED1511  HORZ ORDER  -  SECOND
 ED1511
 ED1511.The horizontal coordinates were established by classical geodetic methods
 ED1511.and adjusted by the National Geodetic Survey in September 1997..
 ED1511
 ED1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1511
 ED1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1511
 ED1511.The geoid height was determined by GEOID03.
 ED1511
 ED1511;                    North         East     Units Scale Factor Converg.
 ED1511;SPC GA E     -   489,672.804   104,719.754   MT  1.00001187   -0 35 08.8
 ED1511;SPC GA E     - 1,606,534.86    343,568.06   sFT  1.00001187   -0 35 08.8
 ED1511;UTM  17      - 3,810,025.016   297,515.687   MT  1.00010540   -1 14 43.8
 ED1511
 ED1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1511!SPC GA E     -   0.99996850  x   1.00001187  =   0.99998037
 ED1511!UTM  17      -   0.99996850  x   1.00010540  =   1.00007390
 ED1511
 ED1511:                Primary Azimuth Mark                     Grid Az
 ED1511:SPC GA E     -  BV 059 212 AZ MK                         139 02 54.9
 ED1511:UTM  17      -  BV 059 212 AZ MK                         139 42 29.9
 ED1511
 ED1511|---------------------------------------------------------------------|
 ED1511| PID    Reference Object                     Distance      Geod. Az  |
 ED1511|                                                           dddmmss.s |
 ED1511| ED2826 BV 059 212 AZ MK                                   1382746.1 |
 ED1511| ED1510 BV 059 212 GADT 1975 PTA             22.947 METERS 14813     |
 ED1511| ED1501 CARNESVILLE TV MAST                 APPROX. 5.8 KM 1913334.7 |
 ED1511|---------------------------------------------------------------------|
 ED1511
 ED1511                          SUPERSEDED SURVEY CONTROL
 ED1511
 ED1511  NAD 83(1986)-  34 24 42.72308(N)    083 12 11.22973(W) AD(       ) 2
 ED1511  NAD 27      -  34 24 42.35280(N)    083 12 11.68245(W) AD(       ) 2
 ED1511  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 ED1511
 ED1511.Superseded values are not recommended for survey control.
 ED1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1511.See file dsdata.txt to determine how the superseded data were derived.
 ED1511
 ED1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9751610025(NAD 83)
 ED1511_MARKER: DD = SURVEY DISK
 ED1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1511+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 ED1511
 ED1511  HISTORY     - Date     Condition        Report By
 ED1511  HISTORY     - 1975     MONUMENTED       GADT
 ED1511  HISTORY     - 20040524 GOOD             GADT
 ED1511
 ED1511                          STATION DESCRIPTION
 ED1511
 ED1511'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1511'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 ED1511'CARNESVILLE, 5-3/4 MILES WEST-SOUTHWEST OF LAVONIA, AND 5 MILES
 ED1511'SOUTH OF MARTIN ON COUNTY RIGHT OF WAY.
 ED1511'
 ED1511'TO REACH THE STATION FROM THE COURTHOUSE IN CARNESVILLE, GO
 ED1511'NORTHEASTERLY ALONG STATE ROUTES 106, 145, AND 59 FOR 1.35 MILES
 ED1511'TO THE JUNCTION OF STATE ROUTE 59 FORKING TO THE RIGHT.  TURN
 ED1511'RIGHT, GOING NORTHEASTERLY ALONG STATE ROUTE 59 FOR 2.25 MILES TO
 ED1511'THE JUNCTION OF COUNTY ROAD 97 TO THE LEFT.  TURN LEFT, GOING
 ED1511'NORTHWESTERLY ALONG COUNTY ROAD 97 FOR 0.5 MILE TO A BRIDGE OVER
 ED1511'INTERSTATE 85.  CONTINUE GOING NORTHWESTERLY ALONG COUNTY ROAD
 ED1511'97 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED1511'GOING NORTHWESTERLY ALONG COUNTY ROAD 97 FOR 0.25 MILE TO THE
 ED1511'STATION ON THE RIGHT.
 ED1511'
 ED1511'THE STATION IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE OF
 ED1511'COUNTY ROAD 97, 203.0 FEET NORTH OF AN 11 INCH PECAN TREE ON THE
 ED1511'SOUTHWEST SIDE OF THE ROAD, 160.0 FEET WEST OF A 14 INCH FORKED
 ED1511'PINE TREE, 161.2 FEET NORTHWEST OF THE NORTHWESTERNMOST POST OF A
 ED1511'METAL GATE IN A FENCELINE, 26.0 FEET WEST OF A POWER POLE, AND
 ED1511'2.5 FEET SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 ED1511'A STANDARD BRASS DISK STAMPED 059-212 1975, SET IN THE TOP OF
 ED1511'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1511'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1511'STAMPED 059-212 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1511'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1511'
 ED1511'THE AZIMUTH MARK IS LOCATED 35 FEET NORTHEAST OF THE CENTERLINE
 ED1511'OF COUNTY ROAD 97, 90.8 FEET NORTHEAST OF A 30 INCH OAK TREE ON
 ED1511'THE SOUTHWEST SIDE OF THE ROAD, 39.8 FEET WEST-NORTHWEST OF THE
 ED1511'NORTHWESTERNMOST POST OF A METAL GATE IN A FENCELINE, 57.9 FEET
 ED1511'WEST OF A POWER POLE, AND 3.8 FEET SOUTHWEST OF A WITNESS POST
 ED1511'SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 059-212
 ED1511'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1511'2 INCHES BELOW THE SURFACE OF THE GROUND.
 ED1511
 ED1511                          STATION RECOVERY (2004)
 ED1511
 ED1511'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1500 ***********************************************************************
 ED1500  DESIGNATION -  BV 059 213
 ED1500  PID         -  ED1500
 ED1500  STATE/COUNTY-  GA/FRANKLIN
 ED1500  USGS QUAD   -  CARNESVILLE (1985)
 ED1500
 ED1500                         *CURRENT SURVEY CONTROL
 ED1500  ___________________________________________________________________
 ED1500* NAD 83(1994)-  34 19 16.73316(N)    083 10 32.00550(W)     ADJUSTED  
 ED1500* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 ED1500  ___________________________________________________________________
 ED1500  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 ED1500  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 ED1500
 ED1500  HORZ ORDER  -  SECOND
 ED1500
 ED1500.The horizontal coordinates were established by classical geodetic methods
 ED1500.and adjusted by the National Geodetic Survey in September 1997..
 ED1500
 ED1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1500
 ED1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1500
 ED1500.The geoid height was determined by GEOID03.
 ED1500
 ED1500;                    North         East     Units Scale Factor Converg.
 ED1500;SPC GA E     -   479,602.988   107,153.804   MT  1.00000623   -0 34 08.0
 ED1500;SPC GA E     - 1,573,497.47    351,553.77   sFT  1.00000623   -0 34 08.0
 ED1500;UTM  17      - 3,799,926.958   299,833.979   MT  1.00009390   -1 13 37.4
 ED1500
 ED1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1500!SPC GA E     -   0.99996719  x   1.00000623  =   0.99997342
 ED1500!UTM  17      -   0.99996719  x   1.00009390  =   1.00006109
 ED1500
 ED1500:                Primary Azimuth Mark                     Grid Az
 ED1500:SPC GA E     -  CARNESVILLE TV MAST                      319 59 16.3
 ED1500:UTM  17      -  CARNESVILLE TV MAST                      320 38 45.7
 ED1500
 ED1500|---------------------------------------------------------------------|
 ED1500| PID    Reference Object                     Distance      Geod. Az  |
 ED1500|                                                           dddmmss.s |
 ED1500| ED1501 CARNESVILLE TV MAST                 APPROX. 5.7 KM 3192508.3 |
 ED1500| ED1502 CARNESVILLE FRANKLIN LOT            APPROX. 5.8 KM 3192648.8 |
 ED1500|---------------------------------------------------------------------|
 ED1500
 ED1500                          SUPERSEDED SURVEY CONTROL
 ED1500
 ED1500  NAD 83(1986)-  34 19 16.74103(N)    083 10 32.00447(W) AD(       ) 2
 ED1500  NAD 27      -  34 19 16.36332(N)    083 10 32.46235(W) AD(       ) 2
 ED1500  NGVD 29 (07/19/86)  239.1    (m)          784.     (f) VERT ANG       
 ED1500
 ED1500.Superseded values are not recommended for survey control.
 ED1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1500.See file dsdata.txt to determine how the superseded data were derived.
 ED1500
 ED1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9983499927(NAD 83)
 ED1500_MARKER: DD = SURVEY DISK
 ED1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1500
 ED1500  HISTORY     - Date     Condition        Report By
 ED1500  HISTORY     - 1975     MONUMENTED       GADT
 ED1500
 ED1500                          STATION DESCRIPTION
 ED1500
 ED1500'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1500'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHWEST OF
 ED1500'FRANKLIN SPRINGS, 4-3/4 MILES WEST-NORTHWEST OF ROYSTON, AND
 ED1500'4-1/4 MILES WEST-SOUTHWEST OF CANON ON THE PROPERTY OF EDWARD
 ED1500'STRATTON.
 ED1500'
 ED1500'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED1500'STATE ROUTE 145, APPROXIMATELY 4 MILES SOUTHEAST OF CARNESVILLE,
 ED1500'GO EASTERLY ALONG STATE ROUTE 51 FOR 1.05 MILES TO THE JUNCTION
 ED1500'OF A DRIVEWAY TO THE LEFT CIRCLING BEHIND A WHITE HOUSE.  TURN
 ED1500'LEFT, GOING NORTH ALONG THE DRIVEWAY FORKING TO THE LEFT ON
 ED1500'ANOTHER DRIVEWAY LEADING TOWARD A SHED AND OLD HOUSE FOR 0.05
 ED1500'MILE TO THE STATION ON THE LEFT.
 ED1500'
 ED1500'THE STATION IS LOCATED 273 FEET NORTH OF THE CENTERLINE OF STATE
 ED1500'ROUTE 51, 26.0 FEET WEST OF A 16 INCH OAK TREE, 24.0 FEET NORTH
 ED1500'OF A 26 INCH OAK TREE, 57.0 FEET EAST-NORTHEAST OF ANOTHER 26 INCH
 ED1500'OAK TREE, 38.0 FEET EAST-SOUTHEAST OF A 24 INCH OAK TREE ON THE
 ED1500'NORTH SIDE OF THE DRIVEWAY, AND 2.5 FEET NORTH-NORTHWEST OF A
 ED1500'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 059-213 1975,
 ED1500'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1500'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1500'STANDARD DISK STAMPED 059-213 1975, SET IN AN IRREGULAR MASS OF
 ED1500'CONCRETE APPROXIMATELY 0.46 METER BELOW THE SURFACE OF THE
 ED1500'GROUND.
 ED1500'
 ED1500'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED1500'THE DRIVEWAY, CONTINUE GOING EASTERLY ALONG STATE ROUTE 51 FOR
 ED1500'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 19 FEET
 ED1500'NORTH OF THE CENTERLINE OF STATE ROUTE 51, 55.0 FEET
 ED1500'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE, 45.8 FEET
 ED1500'WEST-SOUTHWEST OF A POWER POLE, AND 2.5 FEET SOUTH OF A WITNESS
 ED1500'POST.  IT IS A STANDARD DISK STAMPED 059-213 1975 AZMK,
 ED1500'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1500'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1498 ***********************************************************************
 ED1498  DESIGNATION -  BV 059 214
 ED1498  PID         -  ED1498
 ED1498  STATE/COUNTY-  GA/FRANKLIN
 ED1498  USGS QUAD   -  CARNESVILLE (1985)
 ED1498
 ED1498                         *CURRENT SURVEY CONTROL
 ED1498  ___________________________________________________________________
 ED1498* NAD 83(1994)-  34 22 02.87746(N)    083 09 02.02674(W)     ADJUSTED  
 ED1498* NAVD 88     -       265.9    (meters)     872.     (feet)  VERTCON   
 ED1498  ___________________________________________________________________
 ED1498  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 ED1498  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ED1498
 ED1498  HORZ ORDER  -  SECOND
 ED1498
 ED1498.The horizontal coordinates were established by classical geodetic methods
 ED1498.and adjusted by the National Geodetic Survey in September 1997..
 ED1498
 ED1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1498
 ED1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1498
 ED1498.The geoid height was determined by GEOID03.
 ED1498
 ED1498;                    North         East     Units Scale Factor Converg.
 ED1498;SPC GA E     -   484,699.684   109,503.646   MT  1.00000092   -0 33 19.6
 ED1498;SPC GA E     - 1,590,218.88    359,263.21   sFT  1.00000092   -0 33 19.6
 ED1498;UTM  17      - 3,804,996.737   302,242.449   MT  1.00008208   -1 12 51.8
 ED1498
 ED1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1498!SPC GA E     -   0.99996299  x   1.00000092  =   0.99996391
 ED1498!UTM  17      -   0.99996299  x   1.00008208  =   1.00004506
 ED1498
 ED1498:                Primary Azimuth Mark                     Grid Az
 ED1498:SPC GA E     -  BV 059 214 AZ MK                         046 24 43.6
 ED1498:UTM  17      -  BV 059 214 AZ MK                         047 04 15.8
 ED1498
 ED1498|---------------------------------------------------------------------|
 ED1498| PID    Reference Object                     Distance      Geod. Az  |
 ED1498|                                                           dddmmss.s |
 ED1498| ED2828 BV 059 214 AZ MK                                   0455124.0 |
 ED1498|---------------------------------------------------------------------|
 ED1498
 ED1498                          SUPERSEDED SURVEY CONTROL
 ED1498
 ED1498  NAD 83(1986)-  34 22 02.88538(N)    083 09 02.02574(W) AD(       ) 2
 ED1498  NAD 27      -  34 22 02.51082(N)    083 09 02.48530(W) AD(       ) 2
 ED1498  NGVD 29 (07/19/86)  266.0    (m)          873.     (f) VERT ANG       
 ED1498
 ED1498.Superseded values are not recommended for survey control.
 ED1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1498.See file dsdata.txt to determine how the superseded data were derived.
 ED1498
 ED1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0224204997(NAD 83)
 ED1498_MARKER: DD = SURVEY DISK
 ED1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1498
 ED1498  HISTORY     - Date     Condition        Report By
 ED1498  HISTORY     - 1975     MONUMENTED       GADT
 ED1498
 ED1498                          STATION DESCRIPTION
 ED1498
 ED1498'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1498'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-NORTHWEST
 ED1498'OF CANON, 5 MILES EAST OF CARNESVILLE, AND 5-1/2 MILES SOUTHWEST
 ED1498'OF LAVONIA ON STATE RIGHT OF WAY.
 ED1498'
 ED1498'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE JUNCTION
 ED1498'OF STATE ROUTE 51 AND STATE ROUTE 17 IN CANON, GO NORTHWESTERLY
 ED1498'ALONG STATE ROUTE 17 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1498'92227 TO THE LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY
 ED1498'ROAD 92227 FOR 3.0 MILES TO ITS TERMINATION AT THE JUNCTION OF
 ED1498'STATE ROUTE 327 CROSSING.  TURN RIGHT, GOING NORTHEASTERLY ALONG
 ED1498'STATE ROUTE 327 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 ED1498'
 ED1498'THE STATION IS LOCATED 23 FEET NORTH-NORTHWEST OF THE CENTERLINE
 ED1498'OF STATE ROUTE 327, 142.5 FEET WEST-NORTHWEST OF A 5 INCH WHITE
 ED1498'PINE TREE ON THE SOUTHEAST SIDE OF THE HIGHWAY, 77.5 FEET
 ED1498'NORTHWEST OF A 5 INCH CEDAR TREE ON THE SOUTHEAST SIDE OF THE
 ED1498'HIGHWAY, 115.0 FEET NORTH-NORTHWEST OF THE WESTERNMOST CORNER OF
 ED1498'THE FRONT PORCH OF A GREEN HOUSE ON THE SOUTHEAST SIDE OF THE
 ED1498'HIGHWAY, 113.0 FEET NORTH OF A POWER POLE ON THE SOUTHEAST SIDE
 ED1498'OF THE HIGHWAY, AND 2.5 FEET SOUTH-SOUTHEAST OF A WITNESS
 ED1498'POST.  IT IS A STANDARD BRASS DISK STAMPED 059-214 1975, SET IN
 ED1498'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1498'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1498'DISK STAMPED 059-214 1975, SET IN AN IRREGULAR MASS OF
 ED1498'CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE OF THE
 ED1498'GROUND.
 ED1498'
 ED1498'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY
 ED1498'ALONG STATE ROUTE 327 FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT
 ED1498'IS LOCATED 27 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 327,
 ED1498'118.0 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 ED1498'CENTERLINES OF DIRT COUNTY ROAD 30 AND STATE ROUTE 327, 141.9
 ED1498'FEET EAST-NORTHEAST OF A 6 INCH PECAN TREE ON THE NORTHWEST SIDE
 ED1498'OF THE HIGHWAY, 106.5 FEET EAST-NORTHEAST OF A POWER POLE ON
 ED1498'THE NORTHWEST SIDE OF THE HIGHWAY, AND 2.7 FEET NORTHWEST OF A
 ED1498'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED
 ED1498'059-214 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1498'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1622 ***********************************************************************
 ED1622  DESIGNATION -  BV 059 215
 ED1622  PID         -  ED1622
 ED1622  STATE/COUNTY-  GA/FRANKLIN
 ED1622  USGS QUAD   -  ASHLAND (1982)
 ED1622
 ED1622                         *CURRENT SURVEY CONTROL
 ED1622  ___________________________________________________________________
 ED1622* NAD 83(1994)-  34 18 25.85802(N)    083 15 20.83106(W)     ADJUSTED  
 ED1622* NAVD 88     -       248.8    (meters)     816.     (feet)  VERTCON   
 ED1622  ___________________________________________________________________
 ED1622  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 ED1622  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ED1622
 ED1622  HORZ ORDER  -  SECOND
 ED1622
 ED1622.The horizontal coordinates were established by classical geodetic methods
 ED1622.and adjusted by the National Geodetic Survey in September 1997..
 ED1622
 ED1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1622
 ED1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1622
 ED1622.The geoid height was determined by GEOID03.
 ED1622
 ED1622;                    North         East     Units Scale Factor Converg.
 ED1622;SPC GA E     -   478,111.637    99,753.343   MT  1.00002383   -0 36 50.1
 ED1622;SPC GA E     - 1,568,604.60    327,274.09   sFT  1.00002383   -0 36 50.1
 ED1622;UTM  17      - 3,798,520.564   292,416.154   MT  1.00013119   -1 16 18.8
 ED1622
 ED1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1622!SPC GA E     -   0.99996564  x   1.00002383  =   0.99998947
 ED1622!UTM  17      -   0.99996564  x   1.00013119  =   1.00009683
 ED1622
 ED1622:                Primary Azimuth Mark                     Grid Az
 ED1622:SPC GA E     -  CARNESVILLE TV MAST                      032 33 38.7
 ED1622:UTM  17      -  CARNESVILLE TV MAST                      033 13 07.4
 ED1622
 ED1622|---------------------------------------------------------------------|
 ED1622| PID    Reference Object                     Distance      Geod. Az  |
 ED1622|                                                           dddmmss.s |
 ED1622| ED1501 CARNESVILLE TV MAST                 APPROX. 6.9 KM 0315648.6 |
 ED1622| ED1623 BV 059 211                          418.689 METERS 1964903.5 |
 ED1622|---------------------------------------------------------------------|
 ED1622
 ED1622                          SUPERSEDED SURVEY CONTROL
 ED1622
 ED1622  NAD 83(1986)-  34 18 25.86578(N)    083 15 20.83005(W) AD(       ) 2
 ED1622  NAD 27      -  34 18 25.48809(N)    083 15 21.28000(W) AD(       ) 2
 ED1622  NGVD 29 (07/19/86)  248.9    (m)          817.     (f) VERT ANG       
 ED1622
 ED1622.Superseded values are not recommended for survey control.
 ED1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1622.See file dsdata.txt to determine how the superseded data were derived.
 ED1622
 ED1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9241698521(NAD 83)
 ED1622_MARKER: DD = SURVEY DISK
 ED1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1622
 ED1622  HISTORY     - Date     Condition        Report By
 ED1622  HISTORY     - 1975     MONUMENTED       GADT
 ED1622
 ED1622                          STATION DESCRIPTION
 ED1622
 ED1622'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1622'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHWEST OF SANDY
 ED1622'CROSS, 4-1/2 MILES SOUTH-SOUTHWEST OF CARNESVILLE, AND 6-1/2
 ED1622'MILES WEST-NORTHWEST OF FRANKLIN SPRINGS ON STATE RIGHT OF WAY.
 ED1622'
 ED1622'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED1622'STATE ROUTE 174 IN SANDY CROSS, LOCATED ABOUT 4-3/4 MILES WEST OF
 ED1622'FRANKLIN SPRINGS, GO WESTERLY ALONG STATE ROUTE 51 FOR 1.7 MILES
 ED1622'TO THE JUNCTION OF STATE ROUTE 106 CROSSING.  TURN RIGHT, GOING
 ED1622'NORTH ALONG STATE ROUTE 106 FOR 0.65 MILE TO THE JUNCTION OF
 ED1622'COUNTY ROAD 161 TO THE RIGHT.  CONTINUE GOING NORTH ALONG STATE
 ED1622'ROUTE 106 FOR 0.2 MILE TO THE JUNCTION OF A TRACK FIELD ROAD
 ED1622'AND THE STATION ON THE LEFT.
 ED1622'
 ED1622'THE STATION IS LOCATED 33 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1622'OF STATE ROUTE 106, 88.4 FEET SOUTHWEST OF A RIGHT OF WAY MARKER,
 ED1622'12.8 FEET SOUTH OF AN 8 INCH TWIN FORKED OAK TREE, 12.3 FEET
 ED1622'EAST-NORTHEAST OF AN 8 INCH PINE TREE, 91.3 FEET WEST OF AN
 ED1622'UNDERGROUND TELEPHONE CABLE PEDESTAL LOCATED ON THE EAST SIDE OF
 ED1622'THE HIGHWAY, 23.6 FEET WEST OF THE NORTH END OF AN 18 INCH SIDE
 ED1622'DRAIN PIPE UNDER THE FIELD ROAD, 154.0 FEET NORTH-NORTHWEST OF
 ED1622'A POWER POLE LOCATED ON THE EAST SIDE OF THE HIGHWAY, AND 2.4
 ED1622'FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1622'DISK STAMPED 059-215 1975, SET IN THE TOP OF A 10 INCH
 ED1622'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1622'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1622'059-215 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1622'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1622'
 ED1622'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 ED1622'ALONG STATE ROUTE 106 FOR 0.1 MILE TO THE MARK ON THE RIGHT ON
 ED1622'TOP OF AN 8 FOOT CUT BANK.  IT IS LOCATED 39 FEET EAST-SOUTHEAST
 ED1622'OF THE CENTERLINE OF STATE ROUTE 106, 156.8 FEET NORTH-NORTHEAST
 ED1622'OF THE NORTHERNMOST OUTSIDE CORNER OF AN L SHAPED CONCRETE
 ED1622'CULVERT HEADWALL AT THE EASTERNMOST END OF A CULVERT UNDERNEATH
 ED1622'THE HIGHWAY, 164.5 FEET NORTHEAST OF THE EASTERNMOST CORNER OF A
 ED1622'CONCRETE CULVERT HEADWALL AT THE WESTERNMOST END OF THE CULVERT,
 ED1622'74.0 FEET NORTHEAST OF A POWER POLE, 81.0 FEET SOUTH-SOUTHWEST OF
 ED1622'A 4 INCH CEDAR TREE, AND 3.0 FEET WEST-NORTHWEST OF A WITNESS
 ED1622'POST.  IT IS A STANDARD DISK STAMPED 059-215 1975 AZMK, SET IN
 ED1622'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES
 ED1622'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1562 ***********************************************************************
 ED1562  DESIGNATION -  BV 059 216
 ED1562  PID         -  ED1562
 ED1562  STATE/COUNTY-  GA/FRANKLIN
 ED1562  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1562
 ED1562                         *CURRENT SURVEY CONTROL
 ED1562  ___________________________________________________________________
 ED1562* NAD 83(1994)-  34 14 59.40970(N)    083 13 54.35459(W)     ADJUSTED  
 ED1562* NAVD 88     -       236.6    (meters)     776.     (feet)  VERTCON   
 ED1562  ___________________________________________________________________
 ED1562  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 ED1562  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 ED1562
 ED1562  HORZ ORDER  -  SECOND
 ED1562
 ED1562.The horizontal coordinates were established by classical geodetic methods
 ED1562.and adjusted by the National Geodetic Survey in September 1997..
 ED1562
 ED1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1562
 ED1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1562
 ED1562.The geoid height was determined by GEOID03.
 ED1562
 ED1562;                    North         East     Units Scale Factor Converg.
 ED1562;SPC GA E     -   471,727.109   101,897.835   MT  1.00001859   -0 35 58.2
 ED1562;SPC GA E     - 1,547,658.02    334,309.81   sFT  1.00001859   -0 35 58.2
 ED1562;UTM  17      - 3,792,111.178   294,487.459   MT  1.00012065   -1 15 23.3
 ED1562
 ED1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1562!SPC GA E     -   0.99996754  x   1.00001859  =   0.99998613
 ED1562!UTM  17      -   0.99996754  x   1.00012065  =   1.00008818
 ED1562
 ED1562:                Primary Azimuth Mark                     Grid Az
 ED1562:SPC GA E     -  BV 059 216 AZ MK                         003 18 46.6
 ED1562:UTM  17      -  BV 059 216 AZ MK                         003 58 11.7
 ED1562
 ED1562|---------------------------------------------------------------------|
 ED1562| PID    Reference Object                     Distance      Geod. Az  |
 ED1562|                                                           dddmmss.s |
 ED1562| ED2830 BV 059 216 AZ MK                                   0024248.4 |
 ED1562| ED2831 BV 059 216 RM 1                      25.314 METERS 09238     |
 ED1562| ED2832 BV 059 216 RM 2                      25.561 METERS 29629     |
 ED1562|---------------------------------------------------------------------|
 ED1562
 ED1562                          SUPERSEDED SURVEY CONTROL
 ED1562
 ED1562  NAD 83(1986)-  34 14 59.41734(N)    083 13 54.35361(W) AD(       ) 2
 ED1562  NAD 27      -  34 14 59.02955(N)    083 13 54.80846(W) AD(       ) 2
 ED1562  NGVD 29 (07/19/86)  236.7    (m)          777.     (f) VERT ANG       
 ED1562
 ED1562.Superseded values are not recommended for survey control.
 ED1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1562.See file dsdata.txt to determine how the superseded data were derived.
 ED1562
 ED1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9448792111(NAD 83)
 ED1562_MARKER: DD = SURVEY DISK
 ED1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1562
 ED1562  HISTORY     - Date     Condition        Report By
 ED1562  HISTORY     - 1975     MONUMENTED       GADT
 ED1562
 ED1562                          STATION DESCRIPTION
 ED1562
 ED1562'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1562'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH OF SANDY
 ED1562'CROSS, 4-1/2 MILES NORTHEAST OF POCATALIGO, AND 5-1/2 MILES
 ED1562'WEST-SOUTHWEST OF FRANKLIN SPRINGS ON THE PROPERTY OF ROME KRAFT
 ED1562'COMPANY.
 ED1562'
 ED1562'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1562'STATE ROUTE 164, LOCATED APPROXIMATELY 7-1/4 MILES SOUTH-SOUTHWEST
 ED1562'OF CARNESVILLE, GO SOUTH ALONG STATE ROUTE 106 FOR 0.7 MILE TO
 ED1562'THE JUNCTION OF COUNTY ROAD 175 TO THE LEFT.  TURN LEFT, GOING
 ED1562'EASTERLY ALONG COUNTY ROAD 175 FOR 0.5 MILE TO THE JUNCTION OF
 ED1562'DIRT COUNTY ROAD 177 TO THE RIGHT.  CONTINUE GOING EASTERLY ALONG
 ED1562'COUNTY ROAD 175 FOR 1.6 MILES TO THE JUNCTION OF A DIRT PRIVATE
 ED1562'ROAD TO THE RIGHT TO ROME KRAFT COMPANY PROPERTY.  TURN RIGHT,
 ED1562'GOING SOUTHEAST ALONG THE PRIVATE ROAD FOR 0.5 MILE TO THE
 ED1562'STATION ON THE RIGHT.
 ED1562'
 ED1562'THE STATION IS LOCATED 16 FEET SOUTH OF THE CENTERLINE OF THE
 ED1562'ROAD, 256.0 FEET SOUTH-SOUTHWEST OF A 6 INCH CEDAR TREE ON THE
 ED1562'NORTH SIDE OF THE ROAD, 256.0 FEET SOUTH-SOUTHEAST OF ANOTHER 6
 ED1562'INCH CEDAR TREE ON THE NORTH SIDE OF THE ROAD, 283.0 FEET
 ED1562'SOUTHEAST OF A 10 INCH CEDAR TREE ON THE NORTH SIDE OF THE ROAD,
 ED1562'258.0 FEET WEST OF THE CENTER SUPPORT POLE AT THE WEST CORNER OF
 ED1562'THE ENCLOSED PORTION OF A PARTIALLY ENCLOSED WOODEN POLE BARN,
 ED1562'AND 2.0 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1562'DISK STAMPED 059-216 1975, SET IN THE TOP OF A 10 INCH
 ED1562'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1562'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1562'STAMPED 059-216 1975, SET IN AN IRREGULAR MASS OF
 ED1562'CONCRETE APPROXIMATELY 0.64 METER BELOW THE SURFACE OF THE
 ED1562'GROUND.
 ED1562'
 ED1562'RM 1 IS LOCATED 10.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 ED1562'176.0 FEET WEST-SOUTHWEST OF THE CENTER POLE OF THE POLE BARN,
 ED1562'233.0 FEET SOUTH OF THE FIRST 6 INCH CEDAR TREE IN THE STATION
 ED1562'DESCRIPTION, AND 1.8 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT
 ED1562'IS A STANDARD DISK STAMPED 059-216 RM 1 1975, SET IN THE TOP OF
 ED1562'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1562'OF THE GROUND.
 ED1562'
 ED1562'RM 2 IS LOCATED 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, 332.0
 ED1562'FEET EAST OF THE CENTER POLE OF THE POLE BARN, 248.2 FEET
 ED1562'SOUTH-SOUTHEAST OF THE 10 INCH CEDAR TREE, AND 1.5 FEET SOUTH OF
 ED1562'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 059-216 RM 2 1975,
 ED1562'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1562'BELOW THE SURFACE OF THE GROUND.
 ED1562'
 ED1562'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 175
 ED1562'AND THE DIRT PRIVATE ROAD, CONTINUE GOING NORTHEASTERLY ALONG
 ED1562'COUNTY ROAD 175 FOR 0.55 MILE TO THE JUNCTION OF A DRIVEWAY WITH
 ED1562'A CONCRETE BLOCK WALL TO THE LEFT TO THE GEORGE CROMER
 ED1562'RESIDENCE.  TURN LEFT, GOING NORTHWEST ALONG THE DRIVEWAY AND A
 ED1562'TRACK ROAD FOR APPROXIMATELY 175 FEET TO THE MARK ON THE LEFT.
 ED1562'IT IS LOCATED 13 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 ED1562'DRIVEWAY, 58.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 ED1562'OF A TIN BARN, 108.0 FEET NORTH OF A UTILITY LIGHT POLE, 79.0
 ED1562'FEET NORTH-NORTHWEST OF A 36 INCH OAK TREE, 20.0 FEET
 ED1562'NORTH-NORTHWEST OF A FENCE CORNER POST AT AN OBLIQUE CORNER OF
 ED1562'A FENCELINE PARALLEL TO THE DRIVEWAY AND TRACK ROAD, 3.0 FEET
 ED1562'SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF A METAL GATE AND
 ED1562'1.5 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT THE
 ED1562'FENCELINE.  IT IS A STANDARD DISK STAMPED 059-216 1975 AZMK,
 ED1562'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1562'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1499 ***********************************************************************
 ED1499  DESIGNATION -  BV 059 217
 ED1499  PID         -  ED1499
 ED1499  STATE/COUNTY-  GA/FRANKLIN
 ED1499  USGS QUAD   -  CARNESVILLE (1985)
 ED1499
 ED1499                         *CURRENT SURVEY CONTROL
 ED1499  ___________________________________________________________________
 ED1499* NAD 83(1994)-  34 16 36.21722(N)    083 09 56.73695(W)     ADJUSTED  
 ED1499* NAVD 88     -       234.0    (meters)     768.     (feet)  VERTCON   
 ED1499  ___________________________________________________________________
 ED1499  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 ED1499  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ED1499
 ED1499  HORZ ORDER  -  SECOND
 ED1499
 ED1499.The horizontal coordinates were established by classical geodetic methods
 ED1499.and adjusted by the National Geodetic Survey in September 1997..
 ED1499
 ED1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1499
 ED1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1499
 ED1499.The geoid height was determined by GEOID03.
 ED1499
 ED1499;                    North         East     Units Scale Factor Converg.
 ED1499;SPC GA E     -   474,648.274   108,006.816   MT  1.00000428   -0 33 45.8
 ED1499;SPC GA E     - 1,557,241.88    354,352.36   sFT  1.00000428   -0 33 45.8
 ED1499;UTM  17      - 3,794,962.348   300,630.121   MT  1.00008998   -1 13 12.5
 ED1499
 ED1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1499!SPC GA E     -   0.99996795  x   1.00000428  =   0.99997223
 ED1499!UTM  17      -   0.99996795  x   1.00008998  =   1.00005793
 ED1499
 ED1499:                Primary Azimuth Mark                     Grid Az
 ED1499:SPC GA E     -  ROYSTON EMMANUEL COLLEGE TANK            067 01 13.3
 ED1499:UTM  17      -  ROYSTON EMMANUEL COLLEGE TANK            067 40 40.0
 ED1499
 ED1499|---------------------------------------------------------------------|
 ED1499| PID    Reference Object                     Distance      Geod. Az  |
 ED1499|                                                           dddmmss.s |
 ED1499| ED1497 ROYSTON EMMANUEL COLLEGE TANK       APPROX. 2.0 KM 0662727.5 |
 ED1499|---------------------------------------------------------------------|
 ED1499
 ED1499                          SUPERSEDED SURVEY CONTROL
 ED1499
 ED1499  NAD 83(1986)-  34 16 36.22494(N)    083 09 56.73597(W) AD(       ) 2
 ED1499  NAD 27      -  34 16 35.84623(N)    083 09 57.20102(W) AD(       ) 2
 ED1499  NGVD 29 (07/19/86)  234.1    (m)          768.     (f) VERT ANG       
 ED1499
 ED1499.Superseded values are not recommended for survey control.
 ED1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1499.See file dsdata.txt to determine how the superseded data were derived.
 ED1499
 ED1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0063094962(NAD 83)
 ED1499_MARKER: DD = SURVEY DISK
 ED1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1499+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1999
 ED1499
 ED1499  HISTORY     - Date     Condition        Report By
 ED1499  HISTORY     - 1975     MONUMENTED       GADT
 ED1499  HISTORY     - 19991210 GOOD             METRIC
 ED1499
 ED1499                          STATION DESCRIPTION
 ED1499
 ED1499'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1499'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST-SOUTHWEST OF
 ED1499'FRANKLIN SPRINGS, 3-3/4 MILES EAST OF SANDY CROSS, AND 5-3/4 MILES
 ED1499'SOUTH-SOUTHWEST OF CANON ON COUNTY RIGHT OF WAY.
 ED1499'
 ED1499'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FRANKLIN SPRINGS
 ED1499'(LOCATED IN THE ADVOCATE PRESS BUILDING) GO WESTERLY ALONG
 ED1499'U.S. HIGHWAY 129 (STATE ROUTE 8) FOR 0.6 MILE TO THE JUNCTION OF
 ED1499'STATE ROUTE 145 FORKING TO THE RIGHT.  CONTINUE GOING, NOW SOUTH,
 ED1499'ALONG U.S. HIGHWAY 129 (STATE ROUTE 8) FOR 0.3 MILE TO THE
 ED1499'JUNCTION OF COUNTY ROAD 171 FORKING TO THE RIGHT.  CONTINUE GOING
 ED1499'SOUTH ALONG U.S. HIGHWAY 129 (STATE ROUTE 8) FOR 0.3 MILE TO
 ED1499'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG U.S.
 ED1499'HIGHWAY 129 (STATE ROUTE 8) FOR 0.1 MILE TO THE JUNCTION OF
 ED1499'COUNTY ROAD 170 TO THE RIGHT AND THE STATION ON THE RIGHT.
 ED1499'
 ED1499'THE STATION IS LOCATED 217 FEET WEST OF THE POINT OF INTERSECTION
 ED1499'OF THE CENTERLINES OF U.S. HIGHWAY 129 (STATE ROUTE 8) AND COUNTY
 ED1499'ROAD 170, 20 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE COUNTY
 ED1499'ROAD, 288.8 FEET NORTH-NORTHWEST OF A POWER POLE ON THE EAST SIDE
 ED1499'OF THE COUNTY ROAD, 315.0 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 ED1499'CORNER POST OF A FENCELINE, 10.0 FEET SOUTH-SOUTHEAST OF A 4
 ED1499'INCH CEDAR TREE AT THE HINGE POST OF A GATE IN THE FENCELINE,
 ED1499'28.1 FEET SOUTH-SOUTHEAST OF THE LATCH POST OF THE GATE, AND
 ED1499'4.2 FEET EAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1499'STANDARD BRASS DISK STAMPED 059-217 1975, SET IN THE TOP OF A
 ED1499'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1499'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1499'059-217 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1499'APPROXIMATELY 0.60 METER BELOW THE SURFACE OF THE GROUND.
 ED1499'
 ED1499'THE AZIMUTH MARK IS LOCATED 29 FEET EAST-SOUTHEAST OF THE
 ED1499'CENTERLINE OF U.S. HIGHWAY 129 (STATE ROUTE 8), 40.5 FEET NORTH
 ED1499'OF A POWER POLE WITH A TRANSFORMER AND AN UNDERGROUND TELEPHONE
 ED1499'CABLE PEDESTAL ATTACHED, 71.8 FEET EAST-SOUTHEAST OF A POWER POLE
 ED1499'ON THE WEST SIDE OF THE HIGHWAY IN THE FRONT YARD OF A HOUSE, AND
 ED1499'2.1 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 ED1499'DISK STAMPED 059-217 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1499'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1499
 ED1499                          STATION RECOVERY (1999)
 ED1499
 ED1499'RECOVERY NOTE BY METRIC SURVEYS 1999 (HLB)
 ED1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1492 ***********************************************************************
 ED1492  DESIGNATION -  BV 059 218
 ED1492  PID         -  ED1492
 ED1492  STATE/COUNTY-  GA/FRANKLIN
 ED1492  USGS QUAD   -  ROYSTON (1959)
 ED1492
 ED1492                         *CURRENT SURVEY CONTROL
 ED1492  ___________________________________________________________________
 ED1492* NAD 83(1994)-  34 20 30.09701(N)    083 06 15.10448(W)     ADJUSTED  
 ED1492* NAVD 88     -       279.     (meters)     915.     (feet)  VERTCON   
 ED1492  ___________________________________________________________________
 ED1492  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 ED1492  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ED1492
 ED1492  HORZ ORDER  -  SECOND
 ED1492
 ED1492.The horizontal coordinates were established by classical geodetic methods
 ED1492.and adjusted by the National Geodetic Survey in September 1997..
 ED1492
 ED1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1492
 ED1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1492
 ED1492.The geoid height was determined by GEOID03.
 ED1492
 ED1492;                    North         East     Units Scale Factor Converg.
 ED1492;SPC GA E     -   481,800.562   113,742.138   MT  0.99999168   -0 31 44.1
 ED1492;SPC GA E     - 1,580,707.34    373,169.00   sFT  0.99999168   -0 31 44.1
 ED1492;UTM  17      - 3,802,048.856   306,447.649   MT  1.00006180   -1 11 14.6
 ED1492
 ED1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1492!SPC GA E     -   0.99996093  x   0.99999168  =   0.99995261
 ED1492!UTM  17      -   0.99996093  x   1.00006180  =   1.00002273
 ED1492
 ED1492:                Primary Azimuth Mark                     Grid Az
 ED1492:SPC GA E     -  BV 059 218 AZ MK                         117 21 51.9
 ED1492:UTM  17      -  BV 059 218 AZ MK                         118 01 22.4
 ED1492
 ED1492|---------------------------------------------------------------------|
 ED1492| PID    Reference Object                     Distance      Geod. Az  |
 ED1492|                                                           dddmmss.s |
 ED1492| ED2834 BV 059 218 AZ MK                                   1165007.8 |
 ED1492| ED1491 BV 059 218 GADT 1975 PTA             29.145 METERS 12022     |
 ED1492|---------------------------------------------------------------------|
 ED1492
 ED1492                          SUPERSEDED SURVEY CONTROL
 ED1492
 ED1492  NAD 83(1986)-  34 20 30.10482(N)    083 06 15.10343(W) AD(       ) 2
 ED1492  NAD 27      -  34 20 29.73443(N)    083 06 15.57471(W) AD(       ) 2
 ED1492  NGVD 29 (07/19/86)  279.     (m)          915.     (f) VERT ANG       
 ED1492
 ED1492.Superseded values are not recommended for survey control.
 ED1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1492.See file dsdata.txt to determine how the superseded data were derived.
 ED1492
 ED1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0644802049(NAD 83)
 ED1492_MARKER: DD = SURVEY DISK
 ED1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1492
 ED1492  HISTORY     - Date     Condition        Report By
 ED1492  HISTORY     - 1975     MONUMENTED       GADT
 ED1492
 ED1492                          STATION DESCRIPTION
 ED1492
 ED1492'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1492'THE STATION IS LOCATED IN CANON ON CITY RIGHT OF WAY.
 ED1492'
 ED1492'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51, STATE
 ED1492'ROUTE 17, AND COUNTY ROAD 19 IN CANON, GO NORTHEASTERLY ALONG
 ED1492'COUNTY ROAD 19 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 20
 ED1492'TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED1492'20 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 ED1492'
 ED1492'THE STATION IS LOCATED 36 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ED1492'OF COUNTY ROAD 20, 82.0 FEET EAST-NORTHEAST OF THE NORTHWESTERNMOST
 ED1492'CORNER POST AT AN ACUTE ANGLE OF A FENCELINE ON THE SOUTHWEST
 ED1492'SIDE OF THE ROAD, 50.0 FEET EAST OF THE NORTHEASTERNMOST END OF
 ED1492'A 15 INCH CULVERT PIPE UNDER THE ROAD, 34.0 FEET WEST-NORTHWEST
 ED1492'OF A 6 INCH WATER OAK TREE, AND 5.0 FEET SOUTH-SOUTHWEST OF A
 ED1492'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 ED1492'STAMPED 059-218 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1492'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1492'UNDERGROUND STATION IS A STANDARD DISK STAMPED 059-218 1975,
 ED1492'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER
 ED1492'BELOW THE SURFACE OF THE GROUND.
 ED1492'
 ED1492'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 ED1492'ALONG COUNTY ROAD 20 FOR 0.45 MILE TO THE MARK ON THE LEFT.  IT IS
 ED1492'LOCATED 28 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 25.0
 ED1492'FEET EAST-SOUTHEAST OF THE NORTHEAST END OF A 24 INCH CONCRETE
 ED1492'CULVERT PIPE UNDER THE ROAD, 24.0 FEET WEST-NORTHWEST OF A
 ED1492'TELEPHONE POLE, 25.0 FEET WEST OF THE SOUTHEAST CORNER AT AN
 ED1492'ACUTE ANGLE OF A FENCELINE, 37.0 FEET WEST OF THE WESTERNMOST
 ED1492'POST OF A METAL GATE IN THE FENCELINE, AND 3.8 FEET
 ED1492'SOUTH-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 ED1492'A STANDARD DISK STAMPED 059-218 1975 AZMK, SET IN THE TOP OF A
 ED1492'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1492'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1496 ***********************************************************************
 ED1496  DESIGNATION -  BV 059 219
 ED1496  PID         -  ED1496
 ED1496  STATE/COUNTY-  GA/FRANKLIN
 ED1496  USGS QUAD   -  CARNESVILLE (1985)
 ED1496
 ED1496                         *CURRENT SURVEY CONTROL
 ED1496  ___________________________________________________________________
 ED1496* NAD 83(1994)-  34 18 23.41893(N)    083 07 34.09156(W)     ADJUSTED  
 ED1496* NAVD 88     -       276.     (meters)     906.     (feet)  VERTCON   
 ED1496  ___________________________________________________________________
 ED1496  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 ED1496  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ED1496
 ED1496  HORZ ORDER  -  SECOND
 ED1496
 ED1496.The horizontal coordinates were established by classical geodetic methods
 ED1496.and adjusted by the National Geodetic Survey in September 1997..
 ED1496
 ED1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1496
 ED1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1496
 ED1496.The geoid height was determined by GEOID03.
 ED1496
 ED1496;                    North         East     Units Scale Factor Converg.
 ED1496;SPC GA E     -   477,916.223   111,686.530   MT  0.99999611   -0 32 26.9
 ED1496;SPC GA E     - 1,567,963.47    366,424.89   sFT  0.99999611   -0 32 26.9
 ED1496;UTM  17      - 3,798,188.105   304,347.403   MT  1.00007188   -1 11 55.4
 ED1496
 ED1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1496!SPC GA E     -   0.99996139  x   0.99999611  =   0.99995750
 ED1496!UTM  17      -   0.99996139  x   1.00007188  =   1.00003326
 ED1496
 ED1496|---------------------------------------------------------------------|
 ED1496| PID    Reference Object                     Distance      Geod. Az  |
 ED1496|                                                           dddmmss.s |
 ED1496| ED1495 BV 059 219 GADT 1975 PTA             19.990 METERS 01834     |
 ED1496| ED2835 BV 059 219 AZ MK                                   0971101.7 |
 ED1496|---------------------------------------------------------------------|
 ED1496
 ED1496                          SUPERSEDED SURVEY CONTROL
 ED1496
 ED1496  NAD 83(1986)-  34 18 23.42663(N)    083 07 34.09056(W) AD(       ) 2
 ED1496  NAD 27      -  34 18 23.05365(N)    083 07 34.56308(W) AD(       ) 2
 ED1496  NGVD 29 (07/19/86)  276.     (m)          906.     (f) VERT ANG       
 ED1496
 ED1496.Superseded values are not recommended for survey control.
 ED1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1496.See file dsdata.txt to determine how the superseded data were derived.
 ED1496
 ED1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0434798188(NAD 83)
 ED1496_MARKER: DD = SURVEY DISK
 ED1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1496+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 ED1496
 ED1496  HISTORY     - Date     Condition        Report By
 ED1496  HISTORY     - 1975     MONUMENTED       GADT
 ED1496  HISTORY     - 19991210 GOOD             METRIC
 ED1496  HISTORY     - 20040315 GOOD             GADT
 ED1496
 ED1496                          STATION DESCRIPTION
 ED1496
 ED1496'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1496'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHWEST
 ED1496'OF ROYSTON, 3 MILES SOUTH-SOUTHWEST OF CANON, AND 7-3/4 MILES
 ED1496'SOUTHEAST OF CARNESVILLE ON THE PROPERTY OF MR. R. A. WAKEFIELD.
 ED1496'
 ED1496'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED1496'STATE ROUTE 29 IN ROYSTON, GO NORTH ALONG STATE ROUTE 17 FOR 1.4
 ED1496'MILES TO THE JUNCTION OF COUNTY ROAD 92225 TO THE LEFT.  TURN LEFT,
 ED1496'GOING WESTERLY ALONG COUNTY ROAD 92225 FOR 1.0 MILE TO THE AZIMUTH
 ED1496'MARK ON THE LEFT.  CONTINUE GOING WESTERLY ALONG COUNTY ROAD
 ED1496'92225 FOR 0.15 MILE TO THE JUNCTION OF A DRIVEWAY TO THE R.A.
 ED1496'WAKEFIELD RESIDENCE TO THE RIGHT.  TURN RIGHT, GOING NORTHERLY
 ED1496'ALONG THE DRIVEWAY FOR 0.05 MILE TO A METAL GATE BEHIND THE
 ED1496'WAKEFIELD RESIDENCE.  GO THROUGH THE METAL GATE, TURNING
 ED1496'RIGHT AND GOING SOUTHEASTERLY THROUGH A FIELD FOR 0.05 MILE
 ED1496'TO THE TOP OF A HILL AND THE STATION.
 ED1496'
 ED1496'THE STATION IS LOCATED 192.0 FEET EAST-SOUTHEAST OF THE
 ED1496'EASTERNMOST GATE POST OF THE METAL GATE, 138.0 FEET NORTHEAST OF
 ED1496'THE CORNER OF A FENCE IN THE SOUTHWEST CORNER OF THE FIELD, 98.0
 ED1496'FEET NORTHWEST OF THE CENTER PULL POST OF A FENCELINE BRACE ON
 ED1496'THE SOUTH SIDE OF THE FIELD, AND 3.0 FEET NORTH OF A WITNESS
 ED1496'POST.  IT IS A STANDARD BRASS DISK STAMPED 059-219 1975, SET IN
 ED1496'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED1496'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1496'STANDARD DISK STAMPED 059-219 1975, SET IN AN IRREGULAR MASS OF
 ED1496'CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE OF
 ED1496'THE GROUND.
 ED1496'
 ED1496'THE AZIMUTH MARK IS LOCATED 30 FEET SOUTHWEST OF THE CENTERLINE
 ED1496'OF COUNTY ROAD 92225, 56.0 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND
 ED1496'TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF THE ROAD, 60.0 FEET
 ED1496'SOUTHWEST OF THE CORNER POST AT THE SOUTHWEST CORNER OF A
 ED1496'FENCELINE ON THE NORTH SIDE OF THE ROAD, 17.0 FEET WEST-NORTHWEST
 ED1496'OF THE CORNER OF A FENCE AT THE NORTHEAST CORNER OF A FIELD,
 ED1496'AND 1.8 FEET NORTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 ED1496'A STANDARD DISK STAMPED 059-219 1975 AZMK, SET IN THE TOP OF A
 ED1496'10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 ED1496'SURFACE OF THE GROUND.
 ED1496
 ED1496                          STATION RECOVERY (1999)
 ED1496
 ED1496'RECOVERY NOTE BY METRIC SURVEYS 1999 (HLB)
 ED1496'WP GONE-BASE REMAINS.
 ED1496
 ED1496                          STATION RECOVERY (2004)
 ED1496
 ED1496'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1496'REPORT WAS RECEIVED FROM LOCAL SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1705 ***********************************************************************
 EE1705  DESIGNATION -  BV 060 200 GAHD 1972
 EE1705  PID         -  EE1705
 EE1705  STATE/COUNTY-  GA/FULTON
 EE1705  USGS QUAD   -  MOUNTAIN PARK (1992)
 EE1705
 EE1705                         *CURRENT SURVEY CONTROL
 EE1705  ___________________________________________________________________
 EE1705* NAD 83(1994)-  34 05 43.75242(N)    084 22 37.47211(W)     ADJUSTED  
 EE1705* NAVD 88     -       341.2    (meters)    1119.     (feet)  VERTCON   
 EE1705  ___________________________________________________________________
 EE1705  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EE1705  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EE1705
 EE1705  HORZ ORDER  -  SECOND
 EE1705
 EE1705.The horizontal coordinates were established by classical geodetic methods
 EE1705.and adjusted by the National Geodetic Survey in September 1997..
 EE1705
 EE1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1705
 EE1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1705
 EE1705.The geoid height was determined by GEOID03.
 EE1705
 EE1705;                    North         East     Units Scale Factor Converg.
 EE1705;SPC GA W     -   454,114.318   680,585.120   MT  0.99990464   -0 07 04.6
 EE1705;SPC GA W     - 1,489,873.39  2,232,886.35   sFT  0.99990464   -0 07 04.6
 EE1705;UTM  16      - 3,775,849.649   741,981.670   MT  1.00032187   +1 28 15.8
 EE1705
 EE1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1705!SPC GA W     -   0.99995107  x   0.99990464  =   0.99985571
 EE1705!UTM  16      -   0.99995107  x   1.00032187  =   1.00027292
 EE1705
 EE1705:                Primary Azimuth Mark                     Grid Az
 EE1705:SPC GA W     -  ROSWELL HEMBREE ROAD TANK                164 24 22.5
 EE1705:UTM  16      -  ROSWELL HEMBREE ROAD TANK                162 49 02.1
 EE1705
 EE1705|---------------------------------------------------------------------|
 EE1705| PID    Reference Object                     Distance      Geod. Az  |
 EE1705|                                                           dddmmss.s |
 EE1705| EE1703 ROSWELL HEMBREE ROAD TANK           APPROX. 3.8 KM 1641717.9 |
 EE1705|---------------------------------------------------------------------|
 EE1705
 EE1705                          SUPERSEDED SURVEY CONTROL
 EE1705
 EE1705  NAD 83(1986)-  34 05 43.75852(N)    084 22 37.47288(W) AD(       ) 2
 EE1705  NAD 27      -  34 05 43.40532(N)    084 22 37.73761(W) AD(       ) 2
 EE1705  NGVD 29 (07/19/86)  341.2    (m)         1119.     (f) VERT ANG       
 EE1705
 EE1705.Superseded values are not recommended for survey control.
 EE1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1705.See file dsdata.txt to determine how the superseded data were derived.
 EE1705
 EE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4198275850(NAD 83)
 EE1705_MARKER: DD = SURVEY DISK
 EE1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1705+STABILITY: SURFACE MOTION
 EE1705
 EE1705  HISTORY     - Date     Condition        Report By
 EE1705  HISTORY     - 1972     MONUMENTED       GADT
 EE1705
 EE1705                          STATION DESCRIPTION
 EE1705
 EE1705'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1705'THE STATION IS LOCATED 5.0 MILES NORTH OF ROSWELL, 5.0 MILES
 EE1705'NORTHWEST OF ALPHARETTA, AND 11.5 MILES SOUTHEAST OF CANTON.
 EE1705'
 EE1705'TO REACH THE STATION FROM THE JUNCTION OF U.S. 19 (STATE ROUTE 9)
 EE1705'AND STATE ROUTE 140 IN NORTH ROSWELL, GO NORTH ALONG STATE
 EE1705'ROUTE 140 FOR 5.2 MILES TO EBENEZER ROAD ON THE LEFT.  TURN LEFT
 EE1705'AND GO WEST ON EBENEZER ROAD FOR 0.60 MILE TO THE STATION ON THE
 EE1705'LEFT.
 EE1705'
 EE1705'THE STATION IS A STANDARD DISK STAMPED 060-200, SET IN A 10 INCH
 EE1705'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 EE1705'MARK IS A STANDARD DISK STAMPED 060-200, SET IN AN IRREGULAR MASS
 EE1705'OF CONCRETE 0.70 METER BELOW THE STATION.
 EE1705'
 EE1705'THE STATION IS LOCATED 237.9 FEET SOUTH OF A FENCE, 79.5 FEET
 EE1705'NORTHWEST OF A POWER POLE, AND 13.0 FEET EAST OF A POWER POLE.
 EE1705'
 EE1705'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1705'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1688 ***********************************************************************
 EE1688  DESIGNATION -  BV 060 201 GADT 1973
 EE1688  PID         -  EE1688
 EE1688  STATE/COUNTY-  GA/FULTON
 EE1688  USGS QUAD   -  BIRMINGHAM (1972)
 EE1688
 EE1688                         *CURRENT SURVEY CONTROL
 EE1688  ___________________________________________________________________
 EE1688* NAD 83(1994)-  34 10 12.53335(N)    084 20 45.47421(W)     ADJUSTED  
 EE1688* NAVD 88     -       336.9    (meters)    1105.     (feet)  VERTCON   
 EE1688  ___________________________________________________________________
 EE1688  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EE1688  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1688
 EE1688  HORZ ORDER  -  SECOND
 EE1688
 EE1688.The horizontal coordinates were established by classical geodetic methods
 EE1688.and adjusted by the National Geodetic Survey in September 1997..
 EE1688
 EE1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1688
 EE1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1688
 EE1688.The geoid height was determined by GEOID03.
 EE1688
 EE1688;                    North         East     Units Scale Factor Converg.
 EE1688;SPC GA W     -   462,389.829   683,470.299   MT  0.99990337   -0 06 02.5
 EE1688;SPC GA W     - 1,517,023.96  2,242,352.14   sFT  0.99990337   -0 06 02.5
 EE1688;UTM  16      - 3,784,205.612   744,637.167   MT  1.00033779   +1 29 29.0
 EE1688
 EE1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1688!SPC GA W     -   0.99995175  x   0.99990337  =   0.99985512
 EE1688!UTM  16      -   0.99995175  x   1.00033779  =   1.00028952
 EE1688
 EE1688:                Primary Azimuth Mark                     Grid Az
 EE1688:SPC GA W     -  ORANGE COUNTY WATER DEPT TANK            345 25 46.1
 EE1688:UTM  16      -  ORANGE COUNTY WATER DEPT TANK            343 50 14.6
 EE1688
 EE1688|---------------------------------------------------------------------|
 EE1688| PID    Reference Object                     Distance      Geod. Az  |
 EE1688|                                                           dddmmss.s |
 EE1688| EE1726 ORANGE COUNTY WATER DEPT TANK       APPROX. 9.2 KM 3451943.6 |
 EE1688|---------------------------------------------------------------------|
 EE1688
 EE1688                          SUPERSEDED SURVEY CONTROL
 EE1688
 EE1688  NAD 83(1986)-  34 10 12.53945(N)    084 20 45.47503(W) AD(       ) 2
 EE1688  NAD 27      -  34 10 12.19140(N)    084 20 45.74684(W) AD(       ) 2
 EE1688  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 EE1688
 EE1688.Superseded values are not recommended for survey control.
 EE1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1688.See file dsdata.txt to determine how the superseded data were derived.
 EE1688
 EE1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4463784206(NAD 83)
 EE1688_MARKER: DD = SURVEY DISK
 EE1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1688+STABILITY: SURFACE MOTION
 EE1688
 EE1688  HISTORY     - Date     Condition        Report By
 EE1688  HISTORY     - 1973     MONUMENTED       GADT
 EE1688  HISTORY     - 20010507 MARK NOT FOUND   GADT
 EE1688
 EE1688                          STATION DESCRIPTION
 EE1688
 EE1688'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1688'THE STATION IS LOCATED APPROXIMATELY 7.0 MILES NORTHWEST OF
 EE1688'ALPHARETTA, 10 MILES SOUTHWEST OF CANTON, AND 12.1 MILES WEST OF
 EE1688'CUMMING ON THE SPRUILL FAMILY PROPERTY.
 EE1688'
 EE1688'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 19 AND
 EE1688'STATE ROUTE 120 IN ALPHARETTA, GO NORTH ON U.S. 19 (MAIN STREET)
 EE1688'FOR 0.3 MILES TO THE INTERSECTION OF U.S. 19 (MAIN STREET) AND
 EE1688'MILTON AVENUE ON THE LEFT.  TURN LEFT, WEST, ONTO MILTON AVENUE
 EE1688'(COUNTY ROAD 1396) AND GO 2.2 MILES TO THE POINT THAT COUNTY ROAD
 EE1688'1396 CHANGES ITS NAME TO MID BROADWELL ROAD.  CONTINUE NORTHWEST
 EE1688'ON COUNTY ROAD 1396 (NOW MID BROADWELL ROAD) FOR 0.8 MILES TO
 EE1688'THE JUNCTION OF COUNTY ROAD 2365 (MAYFIELD ROAD).  CROSS OVER
 EE1688'COUNTY ROAD 2365 (MAYFIELD ROAD) AND BEAR RIGHT ONTO STATE
 EE1688'ROUTE 372 (BIRMINGHAM HIGHWAY).  GO NORTH ON STATE ROUTE 372
 EE1688'TO THE CROSSROAD FORMED BY STATE ROUTE 372, HICKORY FLAT ROAD ON
 EE1688'THE LEFT, AND BIRMINGHAM ROAD ON THE RIGHT.  TURN LEFT ONTO
 EE1688'HICKORY FLAT ROAD AND GO WEST 0.8 MILES TO THE STATION ON THE
 EE1688'RIGHT IN A PASTURE.
 EE1688'
 EE1688'THE STATION IS A STANDARD DISK STAMPED 060-201, SET IN A 10-INCH
 EE1688'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1688'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-201
 EE1688'SET IN A IRREGULAR MASS OF CONCRETE ABOUT 0.75 METERS BELOW THE
 EE1688'SURFACE OF THE GROUND.
 EE1688'
 EE1688'THE STATION IS LOCATED 181.0 FEET SOUTH OF A LARGE TRIANGLE
 EE1688'BLAZED TREE, 202.2 FEET NORTH OF A FRAME HOUSE, 189.3 FEET EAST
 EE1688'OF A BARBED WIRE FENCE, AND 186.5 FEET NORTHWEST OF THE WEST GATE
 EE1688'POST OF THE GATE TO THE PASTURE.
 EE1688'
 EE1688'NO AZIMUTH MARK WAS SET AT THE TIME OF THE SURVEY.
 EE1688
 EE1688                          STATION RECOVERY (2001)
 EE1688
 EE1688'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1688'THIS MARK HAS LIKELY BEEN DESTROYED. THE PASTURE THAT IT WAS NOTATED
 EE1688'AS BEING LOCATED IN IS NOW A LARGE LANDSCAPED YARD WITH A FAIRLY NEW
 EE1688'HOUSE BUILT IN THE LOCATION AS WELL. THE PROPERTY OWNER STATED THAT
 EE1688'THE PASTURE HAD BEEN PLOWED EXTENSIVELY WHEN NEW GRASS AND SPRINKLER
 EE1688'SYSTEM WERE BEING INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1691 ***********************************************************************
 EE1691  DESIGNATION -  BV 060 202
 EE1691  PID         -  EE1691
 EE1691  STATE/COUNTY-  GA/FULTON
 EE1691  USGS QUAD   -  ROSWELL (1992)
 EE1691
 EE1691                         *CURRENT SURVEY CONTROL
 EE1691  ___________________________________________________________________
 EE1691* NAD 83(1994)-  34 06 56.22075(N)    084 17 10.87673(W)     ADJUSTED  
 EE1691* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 EE1691  ___________________________________________________________________
 EE1691  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EE1691  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1691
 EE1691  HORZ ORDER  -  SECOND
 EE1691
 EE1691.The horizontal coordinates were established by classical geodetic methods
 EE1691.and adjusted by the National Geodetic Survey in September 1997..
 EE1691
 EE1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1691
 EE1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1691
 EE1691.The geoid height was determined by GEOID03.
 EE1691
 EE1691;                    North         East     Units Scale Factor Converg.
 EE1691;SPC GA W     -   456,333.495   688,958.756   MT  0.99990150   -0 04 01.7
 EE1691;SPC GA W     - 1,497,154.14  2,260,358.85   sFT  0.99990150   -0 04 01.7
 EE1691;UTM  16      - 3,778,301.326   750,294.219   MT  1.00037232   +1 31 22.0
 EE1691
 EE1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1691!SPC GA W     -   0.99995095  x   0.99990150  =   0.99985245
 EE1691!UTM  16      -   0.99995095  x   1.00037232  =   1.00032325
 EE1691
 EE1691:                Primary Azimuth Mark                     Grid Az
 EE1691:SPC GA W     -  BV 060 202 AZ MK                         055 41 02.0
 EE1691:UTM  16      -  BV 060 202 AZ MK                         054 05 38.3
 EE1691
 EE1691|---------------------------------------------------------------------|
 EE1691| PID    Reference Object                     Distance      Geod. Az  |
 EE1691|                                                           dddmmss.s |
 EE1691| CZ4335 BV 060 202 AZ MK                                   0553700.3 |
 EE1691| EE1690 BV 060 202 GADT 1973 PTA             29.930 METERS 06156     |
 EE1691|---------------------------------------------------------------------|
 EE1691
 EE1691                          SUPERSEDED SURVEY CONTROL
 EE1691
 EE1691  NAD 83(1986)-  34 06 56.22642(N)    084 17 10.87739(W) AD(       ) 2
 EE1691  NAD 27      -  34 06 55.87623(N)    084 17 11.15605(W) AD(       ) 2
 EE1691  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 EE1691
 EE1691.Superseded values are not recommended for survey control.
 EE1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1691.See file dsdata.txt to determine how the superseded data were derived.
 EE1691
 EE1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5029478301(NAD 83)
 EE1691_MARKER: DD = SURVEY DISK
 EE1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1691
 EE1691  HISTORY     - Date     Condition        Report By
 EE1691  HISTORY     - 1973     MONUMENTED       GADT
 EE1691
 EE1691                          STATION DESCRIPTION
 EE1691
 EE1691'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1691'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTH OF
 EE1691'ALPHARETTA, 9.0 MILES SOUTHWEST OF CUMMING, AND 12.5 MILES
 EE1691'SOUTH-SOUTHWEST OF BUFORD DAM.
 EE1691'
 EE1691'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 19 AND
 EE1691'STATE ROUTE 120 IN ALPHARETTA GO NORTH ON U.S. ROUTE 19, 4.3 MILES
 EE1691'TO FULTON COUNTY ROAD S2365 (BETHANY ROAD) ON THE LEFT.  TURN
 EE1691'LEFT AND GO WEST FOR 0.4 MILES TO THE INTERSECTION OF COGBURN
 EE1691'ROAD.  CONTINUE WEST ON COUNTY ROAD S2365 (BETHANY ROAD) FOR 0.65
 EE1691'MILES TO THE STATION ON THE RIGHT.
 EE1691'
 EE1691'THE STATION MARK IS A STANDARD DISK STAMPED 060-202 SET IN A
 EE1691'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1691'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-202
 EE1691'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2.8 FEET BELOW THE
 EE1691'SURFACE OF THE GROUND.  THE STATION IS 4.2 FEET SOUTH OF THE
 EE1691'WITNESS POST, 14.3 FEET SOUTH OF THE CENTERLINE, 156.1 FEET WEST
 EE1691'OF A UTILITY POLE, AND 60.1 FEET SOUTHWEST OF A FIRE HYDRANT.
 EE1691'
 EE1691'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-202 AZI SET
 EE1691'IN A 10-INCH CYLINDRICAL CONCRETE POST.  TO REACH THE AZIMUTH MARK
 EE1691'FROM THE STATION GO EAST ON COUNTY ROAD S2365 FOR 0.3 MILES TO THE
 EE1691'MARK ON THE LEFT.
 EE1691'
 EE1691'IT IS LOCATED 82.4 FEET EAST OF A FIRE HYDRANT, 58.0 FEET
 EE1691'SOUTHEAST OF THE EAST CORNER OF A HOUSE, 40.0 FEET WEST OF A
 EE1691'30-INCH OAK TREE, AND 25.0 FEET NORTH-NORTHWEST OF THE CENTERLINE
 EE1691'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1687 ***********************************************************************
 EE1687  DESIGNATION -  BV 060 203
 EE1687  PID         -  EE1687
 EE1687  STATE/COUNTY-  GA/FULTON
 EE1687  USGS QUAD   -  BIRMINGHAM (1972)
 EE1687
 EE1687                         *CURRENT SURVEY CONTROL
 EE1687  ___________________________________________________________________
 EE1687* NAD 83(1994)-  34 10 12.91232(N)    084 16 28.52260(W)     ADJUSTED  
 EE1687* NAVD 88     -       343.     (meters)    1125.     (feet)  VERTCON   
 EE1687  ___________________________________________________________________
 EE1687  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EE1687  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1687
 EE1687  HORZ ORDER  -  SECOND
 EE1687
 EE1687.The horizontal coordinates were established by classical geodetic methods
 EE1687.and adjusted by the National Geodetic Survey in September 1997..
 EE1687
 EE1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1687
 EE1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1687
 EE1687.The geoid height was determined by GEOID03.
 EE1687
 EE1687;                    North         East     Units Scale Factor Converg.
 EE1687;SPC GA W     -   462,392.242   690,050.490   MT  0.99990122   -0 03 38.2
 EE1687;SPC GA W     - 1,517,031.88  2,263,940.65   sFT  0.99990122   -0 03 38.2
 EE1687;UTM  16      - 3,784,390.933   751,217.748   MT  1.00037802   +1 31 53.5
 EE1687
 EE1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1687!SPC GA W     -   0.99995079  x   0.99990122  =   0.99985202
 EE1687!UTM  16      -   0.99995079  x   1.00037802  =   1.00032880
 EE1687
 EE1687:                Primary Azimuth Mark                     Grid Az
 EE1687:SPC GA W     -  BV 060 203 AZ MK                         188 25 54.7
 EE1687:UTM  16      -  BV 060 203 AZ MK                         186 50 23.0
 EE1687
 EE1687|---------------------------------------------------------------------|
 EE1687| PID    Reference Object                     Distance      Geod. Az  |
 EE1687|                                                           dddmmss.s |
 EE1687| CZ4336 BV 060 203 AZ MK                                   1882216.5 |
 EE1687| EE1686 BV 060 203 GADT 1973 PTA             41.100 METERS 19002     |
 EE1687|---------------------------------------------------------------------|
 EE1687
 EE1687                          SUPERSEDED SURVEY CONTROL
 EE1687
 EE1687  NAD 83(1986)-  34 10 12.91826(N)    084 16 28.52339(W) AD(       ) 2
 EE1687  NAD 27      -  34 10 12.57204(N)    084 16 28.80342(W) AD(       ) 2
 EE1687  NGVD 29 (07/19/86)  343.     (m)         1125.     (f) VERT ANG       
 EE1687
 EE1687.Superseded values are not recommended for survey control.
 EE1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1687.See file dsdata.txt to determine how the superseded data were derived.
 EE1687
 EE1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5121884391(NAD 83)
 EE1687_MARKER: DD = SURVEY DISK
 EE1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1687
 EE1687  HISTORY     - Date     Condition        Report By
 EE1687  HISTORY     - 1973     MONUMENTED       GADT
 EE1687
 EE1687                          STATION DESCRIPTION
 EE1687
 EE1687'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1687'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTH-NORTHEAST
 EE1687'OF ALPHARETTA, 8.0 MILES SOUTHWEST OF CUMMING, AND 9.5 MILES WEST
 EE1687'OF BUFORD DAM.
 EE1687'
 EE1687'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 19
 EE1687'AND STATE ROUTE 120 IN ALPHARETTA, TRAVEL NORTH ON U.S. ROUTE 19
 EE1687'FOR 7.6 MILES TO THE INTERSECTION OF FULTON COUNTY ROAD 27 (HAMBY
 EE1687'ROAD).  TURN LEFT ONTO COUNTY ROAD 27 AND GO NORTHWEST 1.7 MILES
 EE1687'TO THE INTERSECTION OF COUNTY ROAD 5861 (HOPEWELL ROAD).  TURN
 EE1687'RIGHT ONTO COUNTY ROAD 5861 (HOPEWELL ROAD) AND GO 0.1 MILES TO
 EE1687'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON COUNTY ROAD
 EE1687'5861 (HOPEWELL ROAD) FOR 0.25 MILES TO THE STATION, LOCATED IN
 EE1687'A PASTURE ON THE RIGHT.
 EE1687'
 EE1687'THE STATION MARK IS A STANDARD DISK STAMPED 060-203, SET IN A
 EE1687'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1687'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-203,
 EE1687'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2.8 FEET BELOW THE
 EE1687'SURFACE OF THE GROUND.  THE STATION IS 8.1 FEET SOUTHEAST OF THE
 EE1687'WITNESS POST, 6.3 FEET SOUTHEAST OF A UTILITY POLE, 39.0 FEET
 EE1687'EAST OF THE CENTERLINE OF COUNTY ROAD 5861 (HOPEWELL ROAD), AND
 EE1687'97.0 FEET FROM THE POINT OF INTERSECTION OF COUNTY ROAD 5861
 EE1687'(HOPEWELL ROAD) AND THE DRIVEWAY ENTERING THE PASTURE.
 EE1687'
 EE1687'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-203 AZI, SET
 EE1687'IN A 10-INCH CYLINDRICAL CONCRETE POST.  IT IS LOCATED 4.1 FEET
 EE1687'EAST OF THE ROADWAY, 306.0 FEET NORTHEAST FROM THE POINT OF
 EE1687'INTERSECTION OF HAMBY ROAD AND HOPEWELL ROAD, 14.6 FEET EAST OF
 EE1687'THE CENTERLINE AND 18.2 FEET WEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1661 ***********************************************************************
 EE1661  DESIGNATION -  BV 060 204
 EE1661  PID         -  EE1661
 EE1661  STATE/COUNTY-  GA/FULTON
 EE1661  USGS QUAD   -  DULUTH (1992)
 EE1661
 EE1661                         *CURRENT SURVEY CONTROL
 EE1661  ___________________________________________________________________
 EE1661* NAD 83(1994)-  34 04 52.55653(N)    084 11 45.67476(W)     ADJUSTED  
 EE1661* NAVD 88     -       362.0    (meters)    1188.     (feet)  VERTCON   
 EE1661  ___________________________________________________________________
 EE1661  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 EE1661  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1661
 EE1661  HORZ ORDER  -  SECOND
 EE1661
 EE1661.The horizontal coordinates were established by classical geodetic methods
 EE1661.and adjusted by the National Geodetic Survey in September 1997..
 EE1661
 EE1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1661
 EE1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1661
 EE1661.The geoid height was determined by GEOID03.
 EE1661
 EE1661;                    North         East     Units Scale Factor Converg.
 EE1661;SPC GA W     -   452,517.422   697,290.984   MT  0.99990009   -0 00 59.2
 EE1661;SPC GA W     - 1,484,634.24  2,287,695.50   sFT  0.99990009   -0 00 59.2
 EE1661;UTM  16      - 3,774,716.022   758,733.278   MT  1.00042529   +1 34 19.7
 EE1661
 EE1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1661!SPC GA W     -   0.99994782  x   0.99990009  =   0.99984792
 EE1661!UTM  16      -   0.99994782  x   1.00042529  =   1.00037309
 EE1661
 EE1661:                Primary Azimuth Mark                     Grid Az
 EE1661:SPC GA W     -  BV 060 204 AZ MK                         215 09 23.2
 EE1661:UTM  16      -  BV 060 204 AZ MK                         213 34 04.3
 EE1661
 EE1661|---------------------------------------------------------------------|
 EE1661| PID    Reference Object                     Distance      Geod. Az  |
 EE1661|                                                           dddmmss.s |
 EE1661| CZ4337 BV 060 204 AZ MK                                   2150824.0 |
 EE1661|---------------------------------------------------------------------|
 EE1661
 EE1661                          SUPERSEDED SURVEY CONTROL
 EE1661
 EE1661  NAD 83(1986)-  34 04 52.56299(N)    084 11 45.67624(W) AD(       ) 2
 EE1661  NAD 27      -  34 04 52.21045(N)    084 11 45.96496(W) AD(       ) 2
 EE1661  NGVD 29 (07/19/86)  361.9    (m)         1187.     (f) VERT ANG       
 EE1661
 EE1661.Superseded values are not recommended for survey control.
 EE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1661.See file dsdata.txt to determine how the superseded data were derived.
 EE1661
 EE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5873374716(NAD 83)
 EE1661_MARKER: DD = SURVEY DISK
 EE1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1661
 EE1661  HISTORY     - Date     Condition        Report By
 EE1661  HISTORY     - 1973     MONUMENTED       GADT
 EE1661
 EE1661                          STATION DESCRIPTION
 EE1661
 EE1661'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1661'THIS STATION IS LOCATED APPROXIMATELY 4.5 MILES EAST OF
 EE1661'ALPHARETTA, 6.0 MILES NORTHWEST OF DULUTH AND 8.0 MILES
 EE1661'SOUTHWEST OF BUFORD DAM.
 EE1661'
 EE1661'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 120
 EE1661'EAST AND U.S. ROUTE 19 IN ALPHARETTA, GO EAST ON STATE ROUTE
 EE1661'120 FOR 1.4 MILES TO STATE ROUTE 400 OVERPASS, CONTINUE EAST ON
 EE1661'STATE ROUTE 120 FOR 3.7 MILES TO THE INTERSECTION OF COUNTY
 EE1661'ROAD S-2361 (JONES BRIDGE ROAD) TURN LEFT AND GO NORTHEAST FOR
 EE1661'1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST
 EE1661'ON COUNTY ROAD S-2361 (JONES BRIDGE ROAD) FOR 0.2 MILE TO THE
 EE1661'STATION ON THE RIGHT.
 EE1661'
 EE1661'THE STATION IS A STANDARD DISK STAMPED 060-204 SET IN A 10-INCH
 EE1661'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1661'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-204
 EE1661'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 EE1661'SURFACE OF THE GROUND.  THE STATION IS LOCATED 3.9 FEET EAST OF
 EE1661'THE WITNESS POST, 27.5 FEET EAST OF THE CENTER LINE OF THE
 EE1661'COUNTY ROAD 25.8 FEET WEST OF A LONE PINE TREE.
 EE1661'
 EE1661'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-204 AZI SET IN A
 EE1661'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1661'GROUND.  IT IS LOCATED 33.0 FEET FROM THE CENTER LINE, 23.6 FEET
 EE1661'WEST-NORTHWEST OF THE EDGE OF THE PAVEMENT AND 24.4 FEET
 EE1661'SOUTHEAST OF A BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1699 ***********************************************************************
 EE1699  DESIGNATION -  BV 060 205
 EE1699  PID         -  EE1699
 EE1699  STATE/COUNTY-  GA/FULTON
 EE1699  USGS QUAD   -  ROSWELL (1992)
 EE1699
 EE1699                         *CURRENT SURVEY CONTROL
 EE1699  ___________________________________________________________________
 EE1699* NAD 83(1994)-  34 02 32.42553(N)    084 18 32.21537(W)     ADJUSTED  
 EE1699* NAVD 88     -       326.8    (meters)    1072.     (feet)  VERTCON   
 EE1699  ___________________________________________________________________
 EE1699  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EE1699  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1699
 EE1699  HORZ ORDER  -  SECOND
 EE1699
 EE1699.The horizontal coordinates were established by classical geodetic methods
 EE1699.and adjusted by the National Geodetic Survey in September 1997..
 EE1699
 EE1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1699
 EE1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1699
 EE1699.The geoid height was determined by GEOID03.
 EE1699
 EE1699;                    North         East     Units Scale Factor Converg.
 EE1699;SPC GA W     -   448,208.868   686,863.138   MT  0.99990213   -0 04 46.7
 EE1699;SPC GA W     - 1,470,498.59  2,253,483.48   sFT  0.99990213   -0 04 46.7
 EE1699;UTM  16      - 3,770,117.930   748,423.746   MT  1.00036083   +1 30 26.1
 EE1699
 EE1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1699!SPC GA W     -   0.99995335  x   0.99990213  =   0.99985548
 EE1699!UTM  16      -   0.99995335  x   1.00036083  =   1.00031416
 EE1699
 EE1699:                Primary Azimuth Mark                     Grid Az
 EE1699:SPC GA W     -  BV 060 205 AZ MK                         211 32 23.6
 EE1699:UTM  16      -  BV 060 205 AZ MK                         209 57 10.8
 EE1699
 EE1699|---------------------------------------------------------------------|
 EE1699| PID    Reference Object                     Distance      Geod. Az  |
 EE1699|                                                           dddmmss.s |
 EE1699| CZ4338 BV 060 205 AZ MK                                   2112736.9 |
 EE1699|---------------------------------------------------------------------|
 EE1699
 EE1699                          SUPERSEDED SURVEY CONTROL
 EE1699
 EE1699  NAD 83(1986)-  34 02 32.43127(N)    084 18 32.21593(W) AD(       ) 2
 EE1699  NAD 27      -  34 02 32.07472(N)    084 18 32.49185(W) AD(       ) 2
 EE1699  NGVD 29 (07/19/86)  326.7    (m)         1072.     (f) VERT ANG       
 EE1699
 EE1699.Superseded values are not recommended for survey control.
 EE1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1699.See file dsdata.txt to determine how the superseded data were derived.
 EE1699
 EE1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4842470118(NAD 83)
 EE1699_MARKER: DD = SURVEY DISK
 EE1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1699
 EE1699  HISTORY     - Date     Condition        Report By
 EE1699  HISTORY     - 1973     MONUMENTED       GADT
 EE1699
 EE1699                          STATION DESCRIPTION
 EE1699
 EE1699'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1699'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF
 EE1699'ROSWELL, 3.0 MILES SOUTH-SOUTHEAST OF ALPHARETTA AND 8.0 MILES
 EE1699'NORTHWEST OF NORCROSS.
 EE1699'
 EE1699'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 19 AND
 EE1699'STATE ROUTE 9 CONNECTER (HOLCOMB BRIDGE ROAD) NORTHEAST OF
 EE1699'ROSWELL, GO EAST ON STATE ROUTE 9 CONNECTER (HOLCOMB BRIDGE ROAD)
 EE1699'FOR 1.8 MILES TO THE OVERPASS CROSSING STATE ROUTE 400.  TURN
 EE1699'LEFT, NORTH, AND GO 0.25 MILES ON THE NORTHBOUND RAMP TO THE
 EE1699'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON STATE ROUTE 400
 EE1699'FOR 1.4 MILES TO THE STATION ON THE LEFT.
 EE1699'
 EE1699'THE STATION IS LOCATED ON THE TOP OF A CUT BANK ON THE WEST
 EE1699'SIDE OF THE HIGHWAY.  THE STATION IS 3.0 FEET WEST OF THE WITNESS
 EE1699'POST, 4.0 FEET EAST OF A FENCE AND 31.0 FEET WEST OF THE WEST
 EE1699'EDGE OF THE CUT.
 EE1699'
 EE1699'THE STATION IS A STANDARD DISK STAMPED 060-205, SET IN A 10-INCH
 EE1699'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1699'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-205
 EE1699'SET IN A IRREGULAR MASS OF CONCRETE ABOUT 3.0 FEET BELOW THE
 EE1699'SURFACE OF THE GROUND.
 EE1699'
 EE1699'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-205 AZI, SET IN
 EE1699'A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE1699'THE GROUND.  IT IS LOCATED AT THE NOSE OF THE NORTHBOUND ENTRANCE
 EE1699'RAMP AT THE INTERSECTION OF STATE ROUTE 400 AND STATE ROUTE 9
 EE1699'(HOLCOMB BRIDGE ROAD), 135.4 FEET SOUTH OF THE END OF THE NOSE
 EE1699'OF THE RAMP, 7.0 FEET WEST OF THE EAST CURB AND 6.0 FEET EAST OF
 EE1699'THE WEST CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1695 ***********************************************************************
 EE1695  DESIGNATION -  BV 060 206
 EE1695  PID         -  EE1695
 EE1695  STATE/COUNTY-  GA/FULTON
 EE1695  USGS QUAD   -  ROSWELL (1992)
 EE1695
 EE1695                         *CURRENT SURVEY CONTROL
 EE1695  ___________________________________________________________________
 EE1695* NAD 83(1994)-  34 00 13.64027(N)    084 21 01.75823(W)     ADJUSTED  
 EE1695* NAVD 88     -       268.     (meters)     879.     (feet)  VERTCON   
 EE1695  ___________________________________________________________________
 EE1695  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EE1695  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EE1695
 EE1695  HORZ ORDER  -  SECOND
 EE1695
 EE1695.The horizontal coordinates were established by classical geodetic methods
 EE1695.and adjusted by the National Geodetic Survey in September 1997..
 EE1695
 EE1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1695
 EE1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1695
 EE1695.The geoid height was determined by GEOID03.
 EE1695
 EE1695;                    North         East     Units Scale Factor Converg.
 EE1695;SPC GA W     -   443,939.161   683,020.110   MT  0.99990355   -0 06 10.1
 EE1695;SPC GA W     - 1,456,490.40  2,240,875.14   sFT  0.99990355   -0 06 10.1
 EE1695;UTM  16      - 3,765,741.535   744,698.707   MT  1.00033819   +1 28 56.9
 EE1695
 EE1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1695!SPC GA W     -   0.99996256  x   0.99990355  =   0.99986611
 EE1695!UTM  16      -   0.99996256  x   1.00033819  =   1.00030074
 EE1695
 EE1695:                Primary Azimuth Mark                     Grid Az
 EE1695:SPC GA W     -  BV 060 206 AZ MK                         180 11 30.8
 EE1695:UTM  16      -  BV 060 206 AZ MK                         178 36 23.8
 EE1695
 EE1695|---------------------------------------------------------------------|
 EE1695| PID    Reference Object                     Distance      Geod. Az  |
 EE1695|                                                           dddmmss.s |
 EE1695| CZ4339 BV 060 206 AZ MK                                   1800520.7 |
 EE1695| EE1694 BV 060 206 GADT 1973 PTA             25.999 METERS 33505     |
 EE1695|---------------------------------------------------------------------|
 EE1695
 EE1695                          SUPERSEDED SURVEY CONTROL
 EE1695
 EE1695  NAD 83(1986)-  34 00 13.64654(N)    084 21 01.75861(W) AD(       ) 2
 EE1695  NAD 27      -  34 00 13.28323(N)    084 21 02.02892(W) AD(       ) 2
 EE1695  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 EE1695
 EE1695.Superseded values are not recommended for survey control.
 EE1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1695.See file dsdata.txt to determine how the superseded data were derived.
 EE1695
 EE1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4469965742(NAD 83)
 EE1695_MARKER: DD = SURVEY DISK
 EE1695_SETTING: 0 = UNSPECIFIED SETTING
 EE1695
 EE1695  HISTORY     - Date     Condition        Report By
 EE1695  HISTORY     - 1973     MONUMENTED       GADT
 EE1695
 EE1695                          STATION DESCRIPTION
 EE1695
 EE1695'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1695'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF ROSWELL, 9.0
 EE1695'MILES NORTHEAST OF MARIETTA, AND 9.0 MILES NORTHWEST OF NORCROSS.
 EE1695'
 EE1695'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND STATE
 EE1695'ROUTE 120 IN ROSWELL, GO SOUTH ON U.S. ROUTE 19 FOR 1.2 MILES TO
 EE1695'THE SOUTH END OF THE ROSWELL ROAD BRIDGE OVER THE CHATTAHOOCHEE
 EE1695'RIVER AND THE STATION ON THE LEFT.  THE STATION IS EMBEDDED IN
 EE1695'THE CONCRETE OF THE BRIDGE MEDIAN.
 EE1695'
 EE1695'THE STATION IS A STANDARD DISK STAMPED 060-206 SET IN A DRILL HOLE
 EE1695'FLUSH WITH THE CONCRETE SURFACE OF THE MEDIAN.  NO SUBSURFACE
 EE1695'MARKER WAS PLACED.
 EE1695'
 EE1695'THE STATION IS LOCATED 28.6 FEET EAST OF THE WEST CURB OF THE
 EE1695'BRIDGE, 31.6 FEET WEST OF THE EAST CURB OF THE BRIDGE, AND 94.5
 EE1695'FEET NORTH OF THE SOUTH END OF THE BRIDGE.
 EE1695'
 EE1695'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON
 EE1695'U.S. ROUTE 19 FOR 0.35 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE
 EE1695'MARK IS EMBEDDED IN THE CONCRETE OF THE FALSE DRIVEWAY LEADING INTO
 EE1695'THE NORTH RIVER SHOPPING CENTER.
 EE1695'
 EE1695'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-206 AZI, SET
 EE1695'FLUSH WITH THE CONCRETE 51.0 FEET WEST OF THE PARKING LOT CURB,
 EE1695'63.0 FEET SOUTH OF THE BEGINNING OF A RIGHT TURN LANE ON
 EE1695'U.S. ROUTE 19, AND 33.0 FEET EAST OF THE CENTER LINE OF
 EE1695'U.S. ROUTE 19 (ROSWELL ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2835 ***********************************************************************
 DG2835  DESIGNATION -  BV 060 207
 DG2835  PID         -  DG2835
 DG2835  STATE/COUNTY-  GA/FULTON
 DG2835  USGS QUAD   -  SANDY SPRINGS (1993)
 DG2835
 DG2835                         *CURRENT SURVEY CONTROL
 DG2835  ___________________________________________________________________
 DG2835* NAD 83(1994)-  33 54 51.53438(N)    084 25 24.22487(W)     ADJUSTED  
 DG2835* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 DG2835  ___________________________________________________________________
 DG2835  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DG2835  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2835
 DG2835  HORZ ORDER  -  SECOND
 DG2835
 DG2835.The horizontal coordinates were established by classical geodetic methods
 DG2835.and adjusted by the National Geodetic Survey in September 1997..
 DG2835
 DG2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2835
 DG2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2835
 DG2835.The geoid height was determined by GEOID03.
 DG2835
 DG2835;                    North         East     Units Scale Factor Converg.
 DG2835;SPC GA W     -   434,030.008   676,260.690   MT  0.99990694   -0 08 35.7
 DG2835;SPC GA W     - 1,423,980.12  2,218,698.61   sFT  0.99990694   -0 08 35.7
 DG2835;UTM  16      - 3,755,645.213   738,212.998   MT  1.00029959   +1 26 17.9
 DG2835
 DG2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2835!SPC GA W     -   0.99995753  x   0.99990694  =   0.99986448
 DG2835!UTM  16      -   0.99995753  x   1.00029959  =   1.00025711
 DG2835
 DG2835|---------------------------------------------------------------------|
 DG2835| PID    Reference Object                     Distance      Geod. Az  |
 DG2835|                                                           dddmmss.s |
 DG2835| DG2839 BV 060 207 GADT 1973 PTA             24.334 METERS 19942     |
 DG2835| CZ3008 BV 060 207 AZ MK                                   2203742.8 |
 DG2835|---------------------------------------------------------------------|
 DG2835
 DG2835                          SUPERSEDED SURVEY CONTROL
 DG2835
 DG2835  NAD 83(1986)-  33 54 51.54127(N)    084 25 24.22403(W) AD(       ) 2
 DG2835  NAD 27      -  33 54 51.17012(N)    084 25 24.49244(W) AD(       ) 2
 DG2835  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 DG2835
 DG2835.Superseded values are not recommended for survey control.
 DG2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2835.See file dsdata.txt to determine how the superseded data were derived.
 DG2835
 DG2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3821355645(NAD 83)
 DG2835_MARKER: DD = SURVEY DISK
 DG2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2835
 DG2835  HISTORY     - Date     Condition        Report By
 DG2835  HISTORY     - 1973     MONUMENTED       GADT
 DG2835
 DG2835                          STATION DESCRIPTION
 DG2835
 DG2835'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2835'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES NORTHEAST OF
 DG2835'SMYRNA, 7.7 MILES SOUTHWEST OF ROSWELL, AND 7.8 MILES SOUTHEAST
 DG2835'OF MARIETTA ON THE INTERSTATE I-285 RIGHT OF WAY.
 DG2835'
 DG2835'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 DG2835'INTERSTATE 285, APPROXIMATELY 6.5 MILES SOUTHEAST OF MARIETTA, GO
 DG2835'NORTHEAST ON INTERSTATE 285 2.1 MILES TO THE NORTHSIDE DRIVE
 DG2835'INTERCHANGE.  THE AZIMUTH MARK IS LOCATED NEAR THE SOUTHEAST
 DG2835'CORNER OF THE BRIDGE ON NORTHSIDE DRIVE OVER INTERSTATE
 DG2835'285.  CONTINUE NORTHEAST ON INTERSTATE 285 0.75 MILE TO THE
 DG2835'STATION ON THE LEFT.  THE STATION IS LOCATED AT THE TOP OF A
 DG2835'30 FOOT CUT BANK.
 DG2835'
 DG2835'THE STATION IS A STANDARD DISK STAMPED 060-207 SET IN A 10
 DG2835'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2835'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-207
 DG2835'SET IN A IRREGULAR MASS OF CONCRETE 0.84 METER BELOW THE SURFACE
 DG2835'OF THE GROUND.
 DG2835'
 DG2835'THE STATION IS LOCATED 38.7 FEET SOUTH OF A CHAIN LINK FENCE,
 DG2835'2.9 FEET NORTH OF A WITNESS POST, AND 44.0 FEET NORTH OF THE
 DG2835'EDGE OF THE CUT.
 DG2835'
 DG2835'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-207 AZI SET
 DG2835'IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE BRIDGE SIDEWALK.
 DG2835'
 DG2835'THE AZIMUTH MARK IS LOCATED 2.0 FEET WEST OF THE BRIDGE RAILING
 DG2835'ON THE EAST SIDE OF THE BRIDGE, 3.0 FEET EAST OF THE SIDEWALK
 DG2835'CURB, AND 20.9 FEET NORTH OF THE CENTER OF A MANHOLE COVER IN
 DG2835'THE SIDEWALK AT THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3243 ***********************************************************************
 DG3243  CBN         -  This is a Cooperative Base Network Control Station.
 DG3243  DESIGNATION -  BV 060 208
 DG3243  PID         -  DG3243
 DG3243  STATE/COUNTY-  GA/FULTON
 DG3243  USGS QUAD   -  BEN HILL (1982)
 DG3243
 DG3243                         *CURRENT SURVEY CONTROL
 DG3243  ___________________________________________________________________
 DG3243* NAD 83(1994)-  33 44 07.75823(N)    084 33 59.39004(W)     ADJUSTED  
 DG3243* NAVD 88     -       247.2    (meters)     811.     (feet)  GPS OBS   
 DG3243  ___________________________________________________________________
 DG3243  X           -     502,786.290 (meters)                     COMP
 DG3243  Y           -  -5,285,931.466 (meters)                     COMP
 DG3243  Z           -   3,522,205.967 (meters)                     COMP
 DG3243  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DG3243  ELLIP HEIGHT-         217.59  (meters)          (03/09/95) GPS OBS
 DG3243  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG3243
 DG3243  HORZ ORDER  -  B
 DG3243  ELLP ORDER  -  FIRST     CLASS I
 DG3243
 DG3243.The horizontal coordinates were established by GPS observations
 DG3243.and adjusted by the National Geodetic Survey in March 1995..
 DG3243
 DG3243.The orthometric height was determined by GPS observations and a
 DG3243.high-resolution geoid model.
 DG3243
 DG3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3243
 DG3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3243
 DG3243.The ellipsoidal height was determined by GPS observations
 DG3243.and is referenced to NAD 83.
 DG3243
 DG3243.The geoid height was determined by GEOID03.
 DG3243
 DG3243;                    North         East     Units Scale Factor Converg.
 DG3243;SPC GA W     -   414,238.788   662,951.229   MT  0.99991692   -0 13 19.4
 DG3243;SPC GA W     - 1,359,048.42  2,175,032.49   sFT  0.99991692   -0 13 19.4
 DG3243;UTM  16      - 3,735,487.948   725,449.046   MT  1.00022664   +1 21 07.3
 DG3243
 DG3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3243!SPC GA W     -   0.99996584  x   0.99991692  =   0.99988276
 DG3243!UTM  16      -   0.99996584  x   1.00022664  =   1.00019247
 DG3243
 DG3243:                Primary Azimuth Mark                     Grid Az
 DG3243:SPC GA W     -  MABLETON COUNTY TANK                     002 05 13.7
 DG3243:UTM  16      -  MABLETON COUNTY TANK                     000 30 47.0
 DG3243
 DG3243|---------------------------------------------------------------------|
 DG3243| PID    Reference Object                     Distance      Geod. Az  |
 DG3243|                                                           dddmmss.s |
 DG3243| DG3212 MABLETON COUNTY TANK                APPROX. 6.0 KM 0015154.3 |
 DG3243| CZ3009 BV 060 208 AZ MK                                   0215844.2 |
 DG3243| DG3246 AUSTELL USE MICROWAVE               APPROX. 5.0 KM 2885738.5 |
 DG3243|---------------------------------------------------------------------|
 DG3243
 DG3243                          SUPERSEDED SURVEY CONTROL
 DG3243
 DG3243  NAD 83(1994)-  33 44 07.76433(N)    084 33 59.39114(W) AD(       ) 2
 DG3243  NAD 83(1986)-  33 44 07.76468(N)    084 33 59.39065(W) AD(       ) 2
 DG3243  NAD 27      -  33 44 07.37861(N)    084 33 59.63718(W) AD(       ) 2
 DG3243  NGVD 29 (07/19/86)  247.2    (m)          811.     (f) VERT ANG       
 DG3243
 DG3243.Superseded values are not recommended for survey control.
 DG3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3243.See file dsdata.txt to determine how the superseded data were derived.
 DG3243
 DG3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2544935488(NAD 83)
 DG3243_MARKER: DD = SURVEY DISK
 DG3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3243_STAMPING: 060-208
 DG3243_MARK LOGO: GADT  
 DG3243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3243+STABILITY: SURFACE MOTION
 DG3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3243+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 DG3243
 DG3243  HISTORY     - Date     Condition        Report By
 DG3243  HISTORY     - 1973     MONUMENTED       GADT
 DG3243  HISTORY     - 19940316 GOOD             GADT
 DG3243  HISTORY     - 20040210 GOOD             GADT
 DG3243  HISTORY     - 20050308 GOOD             GADT
 DG3243
 DG3243                          STATION DESCRIPTION
 DG3243
 DG3243'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3243'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES SOUTHWEST OF THE
 DG3243'FULTON COUNTY AIRPORT, 6.7 MILES SOUTHEAST OF AUSTELL AND 4.7
 DG3243'MILES WEST-NORTHWEST OF BEN HILL.
 DG3243'
 DG3243'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20
 DG3243'AND STATE ROUTE 70, 1.0 MILE SOUTH OF FULTON COUNTY AIRPORT, GO
 DG3243'SOUTHWEST ON STATE ROUTE 70 (FULTON INDUSTRIAL BOULEVARD) FOR
 DG3243'2.70 MILES TO THE AZIMUTH MARK IN THE MEDIAN NEAR THE SOUTH END
 DG3243'OF A SMALL BRIDGE.  CONTINUE SOUTHWEST FOR 0.55 MILE TO THE
 DG3243'STATION IN THE MEDIAN OF STATE ROUTE 70.
 DG3243'
 DG3243'THE STATION IS A STANDARD DISK STAMPED 060-208, SET IN A
 DG3243'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3243'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-208,
 DG3243'SET IN AN IRREGULAR MASS OF CONCRETE 0.63 METERS BELOW THE
 DG3243'SURFACE OF THE GROUND.
 DG3243'
 DG3243'IT IS 119 FEET WEST OF A METAL POWER POLE, 19.6 FEET SOUTHEAST
 DG3243'OF THE MEDIAN CURB, 11.0 FEET NORTHWEST OF THE MEDIAN CURB, AND 275
 DG3243'FEET SOUTHWEST OF THE CENTERLINE OF A TURN LANE THROUGH THE MEDIAN.
 DG3243'
 DG3243'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-208 AZI, SET
 DG3243'IN A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3243'THE GROUND.
 DG3243'
 DG3243'IT IS 10.0 FEET SOUTHEAST OF THE NORTH CURB OF THE MEDIAN, 21.0
 DG3243'FEET NORTHWEST OF A GUARDRAIL POST, 17.0 FEET SOUTH OF SOUTHWEST
 DG3243'CORNER OF A BRIDGE, AND 37.3 FEET EAST OF THE SOUTHEAST CORNER
 DG3243'OF THE BRIDGE.
 DG3243
 DG3243                          STATION RECOVERY (1994)
 DG3243
 DG3243'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 DG3243'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHWEST OF THE FULTON
 DG3243'COUNTY AIRPORT, 6.7 MI (10.8 KM) SOUTHEAST OF AUSTELL AND 4.7 MI (7.6
 DG3243'KM) WEST-NORTHWEST OF BEN HILL.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO
 DG3243'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20 AND
 DG3243'STATE HIGHWAY 70, LOCATED 1.0 MI (1.6 KM) SOUTH OF FULTON COUNTY
 DG3243'AIRPORT, GO SOUTHWEST ON STATE HIGHWAY 70 (FULTON INDUSTRIAL
 DG3243'BOULEVARD) FOR 3.25 MI (5.23 KM) TO THE STATION IN THE MEDIAN OF STATE
 DG3243'HIGHWAY 70. THE STATION IS FLUSH WITH THE GROUND.  LOCATED 275 FT
 DG3243'(83.8 M) SOUTHWEST OF THE CENTERLINE OF A TURN LANE THROUGH THE
 DG3243'MEDIAN, 119 FT (36.3 M) WEST OF A METAL POWER POLE, 19.6 FT (6.0 M)
 DG3243'SOUTHEAST OF THE MEDIAN CURB AND 11.0 FT (3.4 M) NORTHWEST OF THE
 DG3243'MEDIAN CURB
 DG3243
 DG3243                          STATION RECOVERY (2004)
 DG3243
 DG3243'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DG3243'REPORTED TO THE GA. DEPT. OF TRANSPORTATION BY A LOCAL SURVEY COMPANY.
 DG3243' 
 DG3243
 DG3243                          STATION RECOVERY (2005)
 DG3243
 DG3243'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005 (JOS)
 DG3243'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2794 ***********************************************************************
 DG2794  DESIGNATION -  BV 060 209
 DG2794  PID         -  DG2794
 DG2794  STATE/COUNTY-  GA/FULTON
 DG2794  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2794
 DG2794                         *CURRENT SURVEY CONTROL
 DG2794  ___________________________________________________________________
 DG2794* NAD 83(1994)-  33 51 25.94768(N)    084 23 00.42186(W)     ADJUSTED  
 DG2794* NAVD 88     -       304.     (meters)     997.     (feet)  VERTCON   
 DG2794  ___________________________________________________________________
 DG2794  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DG2794  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2794
 DG2794  HORZ ORDER  -  SECOND
 DG2794
 DG2794.The horizontal coordinates were established by classical geodetic methods
 DG2794.and adjusted by the National Geodetic Survey in September 1997..
 DG2794
 DG2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2794
 DG2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2794
 DG2794.The geoid height was determined by GEOID03.
 DG2794
 DG2794;                    North         East     Units Scale Factor Converg.
 DG2794;SPC GA W     -   427,687.735   679,941.009   MT  0.99990496   -0 07 14.8
 DG2794;SPC GA W     - 1,403,172.18  2,230,773.13   sFT  0.99990496   -0 07 14.8
 DG2794;UTM  16      - 3,749,404.326   742,068.395   MT  1.00032243   +1 27 30.4
 DG2794
 DG2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2794!SPC GA W     -   0.99995691  x   0.99990496  =   0.99986187
 DG2794!UTM  16      -   0.99995691  x   1.00032243  =   1.00027932
 DG2794
 DG2794|---------------------------------------------------------------------|
 DG2794| PID    Reference Object                     Distance      Geod. Az  |
 DG2794|                                                           dddmmss.s |
 DG2794| DG2793 BV 060 209 GADT 1973 PTA             31.708 METERS 02901     |
 DG2794| CZ3010 BV 060 209 AZ MK                                   1573107.0 |
 DG2794|---------------------------------------------------------------------|
 DG2794
 DG2794                          SUPERSEDED SURVEY CONTROL
 DG2794
 DG2794  NAD 83(1986)-  33 51 25.95308(N)    084 23 00.42221(W) AD(       ) 2
 DG2794  NAD 27      -  33 51 25.58117(N)    084 23 00.69271(W) AD(       ) 2
 DG2794  NGVD 29 (07/19/86)  304.     (m)          997.     (f) VERT ANG       
 DG2794
 DG2794.Superseded values are not recommended for survey control.
 DG2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2794.See file dsdata.txt to determine how the superseded data were derived.
 DG2794
 DG2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4206849404(NAD 83)
 DG2794_MARKER: DD = SURVEY DISK
 DG2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2794+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 DG2794
 DG2794  HISTORY     - Date     Condition        Report By
 DG2794  HISTORY     - 1973     MONUMENTED       GADT
 DG2794  HISTORY     - 20060213 GOOD             STRSMA
 DG2794
 DG2794                          STATION DESCRIPTION
 DG2794
 DG2794'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2794'THE STATION IS LOCATED APPROXIMATELY 7.7 MILES EAST OF SMYRNA, 6.9
 DG2794'MILES SOUTHWEST OF DORAVILLE AND 4.8 MILES SOUTHWEST OF CHAMBLEE.
 DG2794'
 DG2794'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285
 DG2794'AND U.S. ROUTE 19 APPROXIMATELY 4.8 MILES NORTHWEST OF CHAMBLEE,
 DG2794'GO SOUTH ON U.S. ROUTE 19 FOR 4.0 MILES TO THE INTERSECTION OF
 DG2794'U.S. ROUTE 19 (ROSWELL ROAD) AND POWERS FERRY ROAD.  TURN RIGHT,
 DG2794'WEST, ON POWERS FERRY ROAD AND GO 0.15 MILE TO A DRIVE ON THE
 DG2794'RIGHT LEADING TO SARDIS METHODIST CHURCH.  TURN RIGHT INTO THE
 DG2794'DRIVE AND GO 0.05 MILE TO THE STATION ON THE EAST SIDE OF THE
 DG2794'CHURCH NEAR A CHAIN LINK FENCE.
 DG2794'
 DG2794'THE STATION IS A STANDARD DISK STAMPED 060-209, SET IN A 10-INCH
 DG2794'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2794'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-209,
 DG2794'SET IN AN IRREGULAR MASS OF CONCRETE 0.87 METERS BELOW THE SURFACE
 DG2794'OF THE GROUND.
 DG2794'
 DG2794'THE STATION IS 2.6 FEET WEST OF A CHAIN LINK FENCE, 3.0 FEET
 DG2794'EAST OF A CURB, 51.0 FEET EAST OF A 28 INCH OAK TREE, 65.0 FEET
 DG2794'SOUTHEAST OF THE NORTHEAST CORNER OF THE SARDIS METHODIST CHURCH
 DG2794'BUILDING, AND 101.7 FEET SOUTH OF A POWER POLE.
 DG2794'
 DG2794'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON CHURCH
 DG2794'DRIVEWAY, TURN LEFT ON POWERS FERRY ROAD AND GO EAST FOR 0.15
 DG2794'MILE TO THE INTERSECTION OF POWERS FERRY ROAD AND U.S. ROUTE
 DG2794'19.  TURN RIGHT AND GO SOUTH ON U.S. ROUTE 19 (ROSWELL ROAD)
 DG2794'FOR 0.05 MILE TO THE STATION ON THE LEFT IN A SIDEWALK.
 DG2794'
 DG2794'THE STATION IS 5.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DG2794'IVANS TUXEDO COIFFEURS BUILDING, 40.8 FEET EAST OF A POWER POLE,
 DG2794'64.0 FEET SOUTHEAST OF A METAL POWER POLE, 1.9 FEET SOUTH OF THE
 DG2794'NORTH CURB, AND 4.3 FEET EAST OF THE WEST CURB OF U.S. ROUTE 19.
 DG2794'
 DG2794'THE MARK IS A STANDARD DISK STAMPED 060-209 AZI, SET IN A DRILL
 DG2794'HOLE FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 DG2794
 DG2794                          STATION RECOVERY (2006)
 DG2794
 DG2794'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DG2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1659 ***********************************************************************
 EE1659  DESIGNATION -  BV 060 210
 EE1659  PID         -  EE1659
 EE1659  STATE/COUNTY-  GA/FULTON
 EE1659  USGS QUAD   -  DULUTH (1992)
 EE1659
 EE1659                         *CURRENT SURVEY CONTROL
 EE1659  ___________________________________________________________________
 EE1659* NAD 83(1994)-  34 02 06.88573(N)    084 14 21.49165(W)     ADJUSTED  
 EE1659* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 EE1659  ___________________________________________________________________
 EE1659  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EE1659  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1659
 EE1659  HORZ ORDER  -  SECOND
 EE1659
 EE1659.The horizontal coordinates were established by classical geodetic methods
 EE1659.and adjusted by the National Geodetic Survey in September 1997..
 EE1659
 EE1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1659
 EE1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1659
 EE1659.The geoid height was determined by GEOID03.
 EE1659
 EE1659;                    North         East     Units Scale Factor Converg.
 EE1659;SPC GA W     -   447,415.264   693,292.929   MT  0.99990055   -0 02 26.4
 EE1659;SPC GA W     - 1,467,894.91  2,274,578.55   sFT  0.99990055   -0 02 26.4
 EE1659;UTM  16      - 3,769,502.381   754,876.140   MT  1.00040087   +1 32 45.6
 EE1659
 EE1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1659!SPC GA W     -   0.99995173  x   0.99990055  =   0.99985229
 EE1659!UTM  16      -   0.99995173  x   1.00040087  =   1.00035258
 EE1659
 EE1659|---------------------------------------------------------------------|
 EE1659| PID    Reference Object                     Distance      Geod. Az  |
 EE1659|                                                           dddmmss.s |
 EE1659| EE1658 BV 060 210 GADT 1973 PTA             20.026 METERS 02102     |
 EE1659| EE1698 ALPHARETTA COUNTY STANDPIPE         APPROX. 4.6 KM 3324819.9 |
 EE1659|---------------------------------------------------------------------|
 EE1659
 EE1659                          SUPERSEDED SURVEY CONTROL
 EE1659
 EE1659  NAD 83(1986)-  34 02 06.89145(N)    084 14 21.49230(W) AD(       ) 2
 EE1659  NAD 27      -  34 02 06.53457(N)    084 14 21.77519(W) AD(       ) 2
 EE1659  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 EE1659
 EE1659.Superseded values are not recommended for survey control.
 EE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1659.See file dsdata.txt to determine how the superseded data were derived.
 EE1659
 EE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5487669502(NAD 83)
 EE1659_MARKER: DD = SURVEY DISK
 EE1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1659
 EE1659  HISTORY     - Date     Condition        Report By
 EE1659  HISTORY     - 1973     MONUMENTED       GADT
 EE1659
 EE1659                          STATION DESCRIPTION
 EE1659
 EE1659'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1659'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF
 EE1659'ALPHARETTA, 5.0 MILES NORTHEAST OF ROSWELL, AND 5.0 MILES NORTHWEST
 EE1659'OF DULUTH ON THE PROPERTY OF LENELL FARMS.
 EE1659'
 EE1659'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 9
 EE1659'CONNECTOR (HOLCOMB BRIDGE ROAD) AND STATE ROUTE 400 GO SOUTHEAST
 EE1659'ON STATE ROUTE 9 CONNECTOR (HOLCOMB BRIDGE ROAD) FOR 0.4 MILE TO
 EE1659'COUNTY ROAD S2361 (OLD ALABAMA ROAD) ON THE LEFT.  TURN LEFT AND
 EE1659'GO EAST ON COUNTY ROAD S2361 (3LD ALABAMA ROAD) FOR 2.6 MILES TO
 EE1659'A REVERSE FORK TO THE LEFT AND CONTINUE AHEAD FOR 1.4 MILES TO A
 EE1659'CROSSROADS.  TURN LEFT ONTO COUNTY ROAD S2361 (NOW
 EE1659'CALLED--JONES BRIDGE ROADE AND GO NORTHEAST FOR 1.2 MILES TO
 EE1659'THE STATION ON THE LEFT.
 EE1659'
 EE1659'THE STATION MARK IS A STANDARD DISK STAMPED 060-210, SET IN A
 EE1659'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1659'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-210,
 EE1659'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2.8 FEET BELOW THE
 EE1659'SURFACE OF THE GROUND.  THE MARKER IS LOCATED 27.4 FEET NORTHWEST
 EE1659'OF THE CENTERLINE, 67.8 FEET SOUTHWEST OF THE POINT OF
 EE1659'INTERSECTION OF JONES BRIDGE ROAD AND THE LENELL DRIVEWAY, 134.0
 EE1659'FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE,
 EE1659'22.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WELL
 EE1659'HOUSE AND 12.0 FEET NORTH OF A FENCE CORNER.
 EE1659'
 EE1659'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-210 AZI SET IN A
 EE1659'10-INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF
 EE1659'THE GROUND.
 EE1659'
 EE1659'TO REACH THE AZIMUTH MARK, CONTINUE IN A NORTHEASTERLY DIRECTION
 EE1659'ON COUNTY ROAD S2361 (JONES BRIDGE ROAD) FROM THE STATION FOR 0.1
 EE1659'MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 24.3 FEET
 EE1659'SOUTHEAST OF THE CENTERLINE, 7.5 FEET SOUTH-SOUTHWEST OF A
 EE1659'6-INCH PINE TREE, 6.0 FEET NORTHWEST OF A 10-INCH PINE TREE AND
 EE1659'NORTH-NORTHWEST OF ANOTHER 6-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3242 ***********************************************************************
 DG3242  DESIGNATION -  BV 060 211 GADT 1973
 DG3242  PID         -  DG3242
 DG3242  STATE/COUNTY-  GA/FULTON
 DG3242  USGS QUAD   -  BEN HILL (1982)
 DG3242
 DG3242                         *CURRENT SURVEY CONTROL
 DG3242  ___________________________________________________________________
 DG3242* NAD 83(1994)-  33 42 57.36684(N)    084 35 11.59222(W)     ADJUSTED  
 DG3242* NAVD 88     -       251.3    (meters)     824.     (feet)  VERTCON   
 DG3242  ___________________________________________________________________
 DG3242  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DG3242  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG3242
 DG3242  HORZ ORDER  -  SECOND
 DG3242
 DG3242.The horizontal coordinates were established by classical geodetic methods
 DG3242.and adjusted by the National Geodetic Survey in September 1997..
 DG3242
 DG3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3242
 DG3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3242
 DG3242.The geoid height was determined by GEOID03.
 DG3242
 DG3242;                    North         East     Units Scale Factor Converg.
 DG3242;SPC GA W     -   412,077.579   661,083.965   MT  0.99991866   -0 13 59.1
 DG3242;SPC GA W     - 1,351,957.86  2,168,906.31   sFT  0.99991866   -0 13 59.1
 DG3242;UTM  16      - 3,733,275.602   723,641.289   MT  1.00021663   +1 20 24.7
 DG3242
 DG3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3242!SPC GA W     -   0.99996519  x   0.99991866  =   0.99988385
 DG3242!UTM  16      -   0.99996519  x   1.00021663  =   1.00018181
 DG3242
 DG3242:                Primary Azimuth Mark                     Grid Az
 DG3242:SPC GA W     -  MABLETON COUNTY TANK                     014 21 25.0
 DG3242:UTM  16      -  MABLETON COUNTY TANK                     012 47 01.2
 DG3242
 DG3242|---------------------------------------------------------------------|
 DG3242| PID    Reference Object                     Distance      Geod. Az  |
 DG3242|                                                           dddmmss.s |
 DG3242| DG3212 MABLETON COUNTY TANK                APPROX. 8.4 KM 0140725.9 |
 DG3242| DG3275 BV 048 205                          APPROX. 5.3 KM 2885456.7 |
 DG3242| DG3246 AUSTELL USE MICROWAVE               APPROX. 4.7 KM 3230539.9 |
 DG3242|---------------------------------------------------------------------|
 DG3242
 DG3242                          SUPERSEDED SURVEY CONTROL
 DG3242
 DG3242  NAD 83(1994)-  33 42 57.37333(N)    084 35 11.59264(W) AD(       ) 2
 DG3242  NAD 83(1986)-  33 42 57.37365(N)    084 35 11.59216(W) AD(       ) 2
 DG3242  NAD 27      -  33 42 56.98604(N)    084 35 11.83667(W) AD(       ) 2
 DG3242  NGVD 29 (07/19/86)  251.2    (m)          824.     (f) VERT ANG       
 DG3242
 DG3242.Superseded values are not recommended for survey control.
 DG3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3242.See file dsdata.txt to determine how the superseded data were derived.
 DG3242
 DG3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2364133276(NAD 83)
 DG3242_MARKER: DD = SURVEY DISK
 DG3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3242+STABILITY: SURFACE MOTION
 DG3242
 DG3242  HISTORY     - Date     Condition        Report By
 DG3242  HISTORY     - 1973     MONUMENTED       GADT
 DG3242
 DG3242                          STATION DESCRIPTION
 DG3242
 DG3242'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3242'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES WEST-NORTHWEST OF
 DG3242'BEN HILL, 5.8 MILES SOUTHWEST OF FULTON COUNTY AIRPORT, AND 7.3
 DG3242'MILES SOUTHEAST OF AUSTELL.
 DG3242'
 DG3242'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DG3242'STATE ROUTE 70 (FULTON INDUSTRIAL BOULEVARD), 1.10 MILES SOUTH OF
 DG3242'THE FULTON COUNTY AIRPORT, GO SOUTHWEST ON STATE ROUTE 70 FOR
 DG3242'3.8 MILES TO THE INTERSECTION OF BAKERS FERRY ROAD AND STATE
 DG3242'ROUTE 70.  CONTINUE SOUTHWEST ON STATE ROUTE 70 FOR 1.3 MILES TO
 DG3242'THE STATION IN THE MEDIAN.
 DG3242'
 DG3242'THE STATION IS A STANDARD DISK STAMPED 060-211, SET IN A 10-INCH
 DG3242'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3242'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-211,
 DG3242'SET IN AN IRREGULAR MASS OF CONCRETE 0.68 METERS BELOW THE
 DG3242'SURFACE OF THE GROUND.
 DG3242'
 DG3242'IT IS 209.5 FEET EAST OF A FIRE HYDRANT, 93.5 FEET NORTHEAST
 DG3242'OF A METAL POWER POLE, 114.3 FEET SOUTHEAST OF A POWER POLE,
 DG3242'17.0 FEET SOUTHEAST OF A CURB, 16.8 FEET NORTHWEST OF THE MEDIAN
 DG3242'CURB, 101.7 FEET SOUTHWEST OF THE CENTER OF A MANHOLE, AND 11.3
 DG3242'FEET SOUTHEAST OF A WITNESS POST.
 DG3242'
 DG3242'NO AZIMUTH MARK WAS SET DURING THE SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2792 ***********************************************************************
 DG2792  DESIGNATION -  BV 060 212 GADT 1973
 DG2792  PID         -  DG2792
 DG2792  STATE/COUNTY-  GA/FULTON
 DG2792  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2792
 DG2792                         *CURRENT SURVEY CONTROL
 DG2792  ___________________________________________________________________
 DG2792* NAD 83(1994)-  33 45 42.03567(N)    084 29 23.69491(W)     ADJUSTED  
 DG2792* NAVD 88     -       286.2    (meters)     939.     (feet)  VERTCON   
 DG2792  ___________________________________________________________________
 DG2792  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DG2792  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG2792
 DG2792  HORZ ORDER  -  SECOND
 DG2792
 DG2792.The horizontal coordinates were established by classical geodetic methods
 DG2792.and adjusted by the National Geodetic Survey in September 1997..
 DG2792
 DG2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2792
 DG2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2792
 DG2792.The geoid height was determined by GEOID03.
 DG2792
 DG2792;                    North         East     Units Scale Factor Converg.
 DG2792;SPC GA W     -   417,118.384   670,056.542   MT  0.99991105   -0 10 46.7
 DG2792;SPC GA W     - 1,368,495.90  2,198,343.84   sFT  0.99991105   -0 10 46.7
 DG2792;UTM  16      - 3,738,562.729   732,474.881   MT  1.00026631   +1 23 44.1
 DG2792
 DG2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2792!SPC GA W     -   0.99995971  x   0.99991105  =   0.99987076
 DG2792!UTM  16      -   0.99995971  x   1.00026631  =   1.00022601
 DG2792
 DG2792:                Primary Azimuth Mark                     Grid Az
 DG2792:SPC GA W     -  BV 060 212 GADT 1973 AZ MK               309 17 01.1
 DG2792:UTM  16      -  BV 060 212 GADT 1973 AZ MK               307 42 30.3
 DG2792
 DG2792|---------------------------------------------------------------------|
 DG2792| PID    Reference Object                     Distance      Geod. Az  |
 DG2792|                                                           dddmmss.s |
 DG2792| DG2815 BV 060 212 GADT 1973 AZ MK          APPROX. 0.7 KM 3090614.4 |
 DG2792|---------------------------------------------------------------------|
 DG2792
 DG2792                          SUPERSEDED SURVEY CONTROL
 DG2792
 DG2792  NAD 83(1986)-  33 45 42.04280(N)    084 29 23.69780(W) AD(       ) 2
 DG2792  NAD 27      -  33 45 41.65991(N)    084 29 23.95036(W) AD(       ) 2
 DG2792  NGVD 29 (07/19/86)  286.1    (m)          939.     (f) VERT ANG       
 DG2792
 DG2792.Superseded values are not recommended for survey control.
 DG2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2792.See file dsdata.txt to determine how the superseded data were derived.
 DG2792
 DG2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3247538563(NAD 83)
 DG2792_MARKER: DD = SURVEY DISK
 DG2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2792+STABILITY: SURFACE MOTION
 DG2792
 DG2792  HISTORY     - Date     Condition        Report By
 DG2792  HISTORY     - 1973     MONUMENTED       GADT
 DG2792
 DG2792                          STATION DESCRIPTION
 DG2792
 DG2792'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2792'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST OF
 DG2792'FULTON COUNTY AIRPORT, 6.0 MILES WEST OF THE GEORGIA STATE
 DG2792'CAPITOL, AND 5.10 MILES NORTHEAST OF BEN HILL.
 DG2792'
 DG2792'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE ON INTERSTATE
 DG2792'20 EAST OVER INTERSTATE 285, APPROXIMATELY 1.5 MILES SOUTHEAST OF
 DG2792'THE FULTON COUNTY AIRPORT, GO EAST ON INTERSTATE 20 FOR 0.6 MILE
 DG2792'TO A METAL LIGHT POLE MARKED J-296 ON THE RIGHT.  TURN RIGHT,
 DG2792'SOUTH, OF THE PAVEMENT AND GO UP A SMALL HILL TO A RIDGE.
 DG2792'PROCEED WEST ON THE RIDGE FOR 0.10 MILE TO THE STATION.
 DG2792'
 DG2792'THE STATION IS A STANDARD DISK STAMPED 060-212, SET IN A
 DG2792'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2792'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-212,
 DG2792'SET IN AN IRREGULAR MASS OF CONCRETE 0.31 METERS BELOW THE
 DG2792'SURFACE OF THE GROUND.
 DG2792'
 DG2792'IT IS 25.85 FEET SOUTH OF A WITNESS POST, 81.50 FEET NORTHEAST
 DG2792'OF THE TOP OF THE CUT AND A LONE PINE TREE, AND 7.9 FEET NORTHWEST
 DG2792'OF THE EDGE OF THE CUT.
 DG2792'
 DG2792'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.4 MILE WEST OF
 DG2792'THE STATION AT THE NOSE BETWEEN INTERSTATE 20 EAST AND THE
 DG2792'EXIT RAMP FROM INTERSTATE 20 EAST TO INTERSTATE 285 SOUTH.
 DG2792'
 DG2792'IT IS 15.0 FEET EAST OF THE EXIT SIGN, 7.0 FEET SOUTH OF THE
 DG2792'CURB ON INTERSTATE 20, 5.0 FEET NORTH OF THE CURB ON EXIT RAMP TO
 DG2792'INTERSTATE 285, 51.0 FEET EAST OF THE TIP OF THE NOSE.
 DG2792'
 DG2792'THE MARK IS A STANDARD DISK STAMPED 060-212 AZI, SET IN A 10-INCH
 DG2792'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3244 ***********************************************************************
 DG3244  DESIGNATION -  BV 060 213
 DG3244  PID         -  DG3244
 DG3244  STATE/COUNTY-  GA/FULTON
 DG3244  USGS QUAD   -  BEN HILL (1982)
 DG3244
 DG3244                         *CURRENT SURVEY CONTROL
 DG3244  ___________________________________________________________________
 DG3244* NAD 83(1994)-  33 41 11.99075(N)    084 36 55.70277(W)     ADJUSTED  
 DG3244* NAVD 88     -       266.     (meters)     873.     (feet)  VERTCON   
 DG3244  ___________________________________________________________________
 DG3244  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DG3244  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG3244
 DG3244  HORZ ORDER  -  SECOND
 DG3244
 DG3244.The horizontal coordinates were established by classical geodetic methods
 DG3244.and adjusted by the National Geodetic Survey in September 1997..
 DG3244
 DG3244.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3244
 DG3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3244
 DG3244.The geoid height was determined by GEOID03.
 DG3244
 DG3244;                    North         East     Units Scale Factor Converg.
 DG3244;SPC GA W     -   408,842.477   658,389.502   MT  0.99992134   -0 14 56.2
 DG3244;SPC GA W     - 1,341,344.03  2,160,066.22   sFT  0.99992134   -0 14 56.2
 DG3244;UTM  16      - 3,729,966.812   721,035.873   MT  1.00020235   +1 19 23.2
 DG3244
 DG3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3244!SPC GA W     -   0.99996286  x   0.99992134  =   0.99988420
 DG3244!UTM  16      -   0.99996286  x   1.00020235  =   1.00016520
 DG3244
 DG3244:                Primary Azimuth Mark                     Grid Az
 DG3244:SPC GA W     -  BV 060 213 AZ MK                         096 43 02.6
 DG3244:UTM  16      -  BV 060 213 AZ MK                         095 08 43.2
 DG3244
 DG3244|---------------------------------------------------------------------|
 DG3244| PID    Reference Object                     Distance      Geod. Az  |
 DG3244|                                                           dddmmss.s |
 DG3244| CZ3011 BV 060 213 AZ MK                                   0962806.4 |
 DG3244| DG3240 BV 060 213 GADT 1973 PTA             24.562 METERS 25340     |
 DG3244|---------------------------------------------------------------------|
 DG3244
 DG3244                          SUPERSEDED SURVEY CONTROL
 DG3244
 DG3244  NAD 83(1994)-  33 41 11.99696(N)    084 36 55.70271(W) AD(       ) 2
 DG3244  NAD 83(1986)-  33 41 11.99754(N)    084 36 55.70195(W) AD(       ) 2
 DG3244  NAD 27      -  33 41 11.60557(N)    084 36 55.94462(W) AD(       ) 2
 DG3244  NGVD 29 (07/19/86)  266.     (m)          873.     (f) VERT ANG       
 DG3244
 DG3244.Superseded values are not recommended for survey control.
 DG3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3244.See file dsdata.txt to determine how the superseded data were derived.
 DG3244
 DG3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2103629967(NAD 83)
 DG3244_MARKER: DD = SURVEY DISK
 DG3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3244
 DG3244  HISTORY     - Date     Condition        Report By
 DG3244  HISTORY     - 1973     MONUMENTED       GADT
 DG3244
 DG3244                          STATION DESCRIPTION
 DG3244
 DG3244'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3244'THE STATION IS LOCATED APPROXIMATELY 6.1 MILES WEST OF BEN HILL,
 DG3244'8.5 MILES SOUTH OF FULTON COUNTY AIRPORT, AND 8.4 MILES NORTH OF
 DG3244'FAIRBURN.
 DG3244'
 DG3244'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DG3244'STATE ROUTE 70 (FULTON INDUSTRIAL BOULEVARD), GO SOUTHWEST ON
 DG3244'STATE ROUTE 70 FOR 7.45 MILES TO THE INTERSECTION OF STATE ROUTE
 DG3244'70 AND STATE ROUTE 166.  CONTINUE SOUTHWEST ON STATE ROUTE 70 FOR
 DG3244'0.10 MILE TO THE INTERSECTION OF COCHRAN ROAD ON THE LEFT.  TURN
 DG3244'LEFT ON COCHRAN ROAD AND GO SOUTH 0.25 MILE TO THE STATION ON
 DG3244'THE RIGHT.
 DG3244'
 DG3244'THE STATION IS A STANDARD DISK STAMPED 060-213, SET IN A 10-INCH
 DG3244'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3244'GROUND.  THE UNDERGROUND IS A STANDARD DISK STAMPED 060-213, SET
 DG3244'IN AN IRREGULAR MASS OF CONCRETE 0.62 METERS BELOW THE SURFACE OF
 DG3244'THE GROUND.
 DG3244'
 DG3244'IT IS 11.0 FEET SOUTHWEST OF THE SOUTHEAST LEG OF A GEORGIA
 DG3244'POWER TRANSMISSION TOWER, 28.0 FEET SOUTHEAST OF THE SOUTHWEST
 DG3244'LEG OF A GEORGIA POWER TRANSMISSION TOWER, 33.0 FEET NORTHWEST OF
 DG3244'A WITNESS POST, AND 54.0 FEET WEST OF THE CENTERLINE OF COCHRAN
 DG3244'ROAD.
 DG3244'
 DG3244'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DG3244'COCHRAN ROAD FOR 0.25 MILE TO THE INTERSECTION OF COCHRAN
 DG3244'ROAD AND STATE ROUTE 70.  TURN RIGHT ON STATE ROUTE 70 AND
 DG3244'GO NORTHEAST 0.1 MILE TO THE INTERSECTION OF STATE ROUTE 70 AND
 DG3244'STATE ROUTE 166.  TURN RIGHT ON STATE ROUTE 166 AND GO EAST
 DG3244'0.8 MILE TO THE INTERSECTION OF STATE ROUTE 166 AND
 DG3244'STONEWALL-TELL ROAD.  TURN RIGHT AND GO SOUTH ON STONEWALL-TELL
 DG3244'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DG3244'
 DG3244'THE MARK IS A STANDARD DISK STAMPED 060-213 AZI, SET IN A 10-INCH
 DG3244'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3244'
 DG3244'IT IS 73.0 FEET EAST OF THE CENTERLINE OF STONEWALL-TELL ROAD,
 DG3244'37.2 FEET EAST OF A FENCE LINE, AND 61.6 FEET SOUTHEAST OF THE
 DG3244'SOUTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3211 ***********************************************************************
 DG3211  DESIGNATION -  BV 060 214
 DG3211  PID         -  DG3211
 DG3211  STATE/COUNTY-  GA/FULTON
 DG3211  USGS QUAD   -  MABLETON (1992)
 DG3211
 DG3211                         *CURRENT SURVEY CONTROL
 DG3211  ___________________________________________________________________
 DG3211* NAD 83(1994)-  33 46 33.29642(N)    084 30 58.38137(W)     ADJUSTED  
 DG3211* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 DG3211  ___________________________________________________________________
 DG3211  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DG3211  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG3211
 DG3211  HORZ ORDER  -  SECOND
 DG3211
 DG3211.The horizontal coordinates were established by classical geodetic methods
 DG3211.and adjusted by the National Geodetic Survey in September 1997..
 DG3211
 DG3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3211
 DG3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3211
 DG3211.The geoid height was determined by GEOID03.
 DG3211
 DG3211;                    North         East     Units Scale Factor Converg.
 DG3211;SPC GA W     -   418,705.563   667,625.474   MT  0.99991292   -0 11 39.6
 DG3211;SPC GA W     - 1,373,703.17  2,190,367.91   sFT  0.99991292   -0 11 39.6
 DG3211;UTM  16      - 3,740,082.995   730,000.235   MT  1.00025219   +1 22 53.2
 DG3211
 DG3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3211!SPC GA W     -   0.99996079  x   0.99991292  =   0.99987372
 DG3211!UTM  16      -   0.99996079  x   1.00025219  =   1.00021297
 DG3211
 DG3211:                Primary Azimuth Mark                     Grid Az
 DG3211:SPC GA W     -  AUSTELL USE MICROWAVE                    253 09 48.2
 DG3211:UTM  16      -  AUSTELL USE MICROWAVE                    251 35 15.4
 DG3211
 DG3211|---------------------------------------------------------------------|
 DG3211| PID    Reference Object                     Distance      Geod. Az  |
 DG3211|                                                           dddmmss.s |
 DG3211| DG3246 AUSTELL USE MICROWAVE               APPROX. 9.8 KM 2525808.6 |
 DG3211| CZ3012 BV 060 214 AZ MK                                   2661428.2 |
 DG3211| DG3212 MABLETON COUNTY TANK                APPROX. 4.7 KM 2883808.3 |
 DG3211|---------------------------------------------------------------------|
 DG3211
 DG3211                          SUPERSEDED SURVEY CONTROL
 DG3211
 DG3211  NAD 83(1994)-  33 46 33.30547(N)    084 30 58.37966(W) AD(       ) 2
 DG3211  NAD 83(1986)-  33 46 33.30553(N)    084 30 58.37950(W) AD(       ) 2
 DG3211  NAD 27      -  33 46 32.92251(N)    084 30 58.63067(W) AD(       ) 2
 DG3211  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 DG3211
 DG3211.Superseded values are not recommended for survey control.
 DG3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3211.See file dsdata.txt to determine how the superseded data were derived.
 DG3211
 DG3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3000040083(NAD 83)
 DG3211_MARKER: DD = SURVEY DISK
 DG3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3211
 DG3211  HISTORY     - Date     Condition        Report By
 DG3211  HISTORY     - 1973     MONUMENTED       GADT
 DG3211
 DG3211                          STATION DESCRIPTION
 DG3211
 DG3211'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3211'THE STATION IS LOCATED APPROXIMATELY 1/3 MILE EAST OF THE
 DG3211'FULTON COUNTY AIRPORT, 4-3/4 MILES SOUTHEAST OF MABLETON, AND
 DG3211'1-1/2 MILES NORTHWEST OF THE INTERSECTION OF INTERSTATE 20 AND
 DG3211'INTERSTATE 285.
 DG3211'
 DG3211'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DG3211'STATE ROUTE 70 LOCATED APPROXIMATELY 1 MILE SOUTH OF THE FULTON
 DG3211'COUNTY AIRPORT, GO NORTH ON STATE ROUTE 70 FOR 1.0 MILE TO THE
 DG3211'JUNCTION OF A SMALL PAVED ROAD WITH A LOCKED GATE ON THE
 DG3211'LEFT.  TURN LEFT ON THE SMALL PAVED ROAD GOING NORTHERLY FOR 0.2
 DG3211'MILE TO THE VOR FULTON COUNTY RADIO FTY BUILDING ON TOP OF A
 DG3211'HILL AND THE STATION.
 DG3211'
 DG3211'THE STATION IS A STANDARD DISK STAMPED 060-214 060-3 SET IN
 DG3211'THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3211'GROUND SURFACE.  IT IS LOCATED 28.2 FEET NORTHWEST OF THE SOUTHWEST
 DG3211'CORNER OF THE VOR FULTON COUNTY RADIO FTY BUILDING, 21.7 FEET
 DG3211'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 1.5 FEET
 DG3211'WEST OF A BOARD FENCE SURROUNDING THE BUILDING, 22.4 FEET SOUTH
 DG3211'OF THE NORTHWEST FENCE CORNER POST, 65.8 FEET NORTH OF THE
 DG3211'SOUTHWEST FENCE CORNER POST, AND 57.35 FEET NORTHEAST OF USC
 DG3211'AND GS TOPOGRAPHIC STATION AP 1973 STA. E. FTY.
 DG3211'
 DG3211'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 DG3211'70 AND INTERSTATE 20, GO WEST ALONG INTERSTATE 20 FOR 1.3 MILES
 DG3211'TO THE JUNCTION OF INTERSTATE 20 AND SIX FLAGS ROAD.  EXIT
 DG3211'INTERSTATE 20 TO SIX FLAGS ROAD TURN LEFT GOING ALONG SIX FLAGS
 DG3211'ROAD SOUTHERLY FOR 0.1 MILE TO THE JUNCTION OF MATADOR DRIVE
 DG3211'TO THE RIGHT.  TURN RIGHT GOING WEST ALONG MATADOR DRIVE FOR
 DG3211'0.45 MILE TO THE JUNCTION OF SIX FLAGS DRIVE CROSSING.  TURN
 DG3211'RIGHT GOING NORTH ALONG SIX FLAGS DRIVE FOR 0.05 MILE TO A
 DG3211'BRIDGE OVER INTERSTATE 20 AND THE MARK ON THE RIGHT.  IT IS A
 DG3211'STANDARD DISK STAMPED 060-214 AZI SET IN THE TOP OF A
 DG3211'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3211'THE GROUND.  IT IS LOCATED 21 FEET EAST OF THE
 DG3211'CENTERLINE OF SIX FLAGS DRIVE, 3.5 FEET SOUTH OF A
 DG3211'RIGHT-OF-WAY MARKER, AND 7.3 FEET EAST OF THE SOUTHEAST
 DG3211'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3273 ***********************************************************************
 DG3273  DESIGNATION -  BV 060 215
 DG3273  PID         -  DG3273
 DG3273  STATE/COUNTY-  GA/FULTON
 DG3273  USGS QUAD   -  CAMPBELLTON (1982)
 DG3273
 DG3273                         *CURRENT SURVEY CONTROL
 DG3273  ___________________________________________________________________
 DG3273* NAD 83(1994)-  33 39 15.66950(N)    084 39 15.50852(W)     ADJUSTED  
 DG3273* NAVD 88     -       271.     (meters)     889.     (feet)  VERTCON   
 DG3273  ___________________________________________________________________
 DG3273  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DG3273  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG3273
 DG3273  HORZ ORDER  -  SECOND
 DG3273
 DG3273.The horizontal coordinates were established by classical geodetic methods
 DG3273.and adjusted by the National Geodetic Survey in September 1997..
 DG3273
 DG3273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3273
 DG3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3273
 DG3273.The geoid height was determined by GEOID03.
 DG3273
 DG3273;                    North         East     Units Scale Factor Converg.
 DG3273;SPC GA W     -   405,275.233   654,772.030   MT  0.99992521   -0 16 12.9
 DG3273;SPC GA W     - 1,329,640.49  2,148,197.90   sFT  0.99992521   -0 16 12.9
 DG3273;UTM  16      - 3,726,300.723   717,516.634   MT  1.00018333   +1 18 01.6
 DG3273
 DG3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3273!SPC GA W     -   0.99996207  x   0.99992521  =   0.99988728
 DG3273!UTM  16      -   0.99996207  x   1.00018333  =   1.00014539
 DG3273
 DG3273|---------------------------------------------------------------------|
 DG3273| PID    Reference Object                     Distance      Geod. Az  |
 DG3273|                                                           dddmmss.s |
 DG3273| DG3274 BV 060 215 GADT 1973 PTA             26.451 METERS 03435     |
 DG3273| CZ3013 BV 060 215 AZ MK                                   1915030.2 |
 DG3273| DG3276 BRYAN                               APPROX. 6.4 KM 3494049.5 |
 DG3273|---------------------------------------------------------------------|
 DG3273
 DG3273                          SUPERSEDED SURVEY CONTROL
 DG3273
 DG3273  NAD 83(1994)-  33 39 15.67539(N)    084 39 15.50808(W) AD(       ) 2
 DG3273  NAD 83(1986)-  33 39 15.67609(N)    084 39 15.50743(W) AD(       ) 2
 DG3273  NAD 27      -  33 39 15.28099(N)    084 39 15.74581(W) AD(       ) 2
 DG3273  NGVD 29 (07/19/86)  271.     (m)          889.     (f) VERT ANG       
 DG3273
 DG3273.Superseded values are not recommended for survey control.
 DG3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3273.See file dsdata.txt to determine how the superseded data were derived.
 DG3273
 DG3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1751726301(NAD 83)
 DG3273_MARKER: DD = SURVEY DISK
 DG3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3273
 DG3273  HISTORY     - Date     Condition        Report By
 DG3273  HISTORY     - 1973     MONUMENTED       GADT
 DG3273
 DG3273                          STATION DESCRIPTION
 DG3273
 DG3273'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3273'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES NORTH-NORTHWEST
 DG3273'OF FAIRBURN, 9.2 MILES NORTH OF PALMETTO, AND 12.0 MILES WEST
 DG3273'OF COLLEGE PARK.
 DG3273'
 DG3273'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DG3273'STATE ROUTE 70, 1.0 MILE SOUTH OF FULTON COUNTY AIRPORT, PROCEED
 DG3273'SOUTHWEST ON STATE ROUTE 70 FOR 7.45 MILES TO THE INTERSECTION OF
 DG3273'STATE ROUTE 70 AND STATE ROUTE 166.  PROCEED SOUTHWEST ON STATE
 DG3273'ROUTE 70 FOR 3.55 MILES TO THE INTERSECTION OF STATE ROUTE 70 AND
 DG3273'A PAVED COUNTY ROAD.  TURN LEFT AND GO SOUTH FOR 0.10 MILE ON
 DG3273'THE COUNTY ROAD TO A DRIVEWAY TO SKY RANCH REST HOME ON THE
 DG3273'LEFT.  PROCEED ON THE DRIVEWAY FOR APPROXIMATELY 200 FEET TO
 DG3273'THE STATION.
 DG3273'
 DG3273'THE STATION IS A STANDARD DISK STAMPED 060-215, SET IN A 10-INCH
 DG3273'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3273'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-215,
 DG3273'SET IN AN IRREGULAR MASS OF CONCRETE 0.68 METERS BELOW THE
 DG3273'SURFACE OF THE GROUND.
 DG3273'
 DG3273'IT IS 50.0 FEET EAST OF THE EDGE OF A BANK ABOVE THE ROAD, 23.1
 DG3273'FEET WEST OF THE WALL AROUND THE LAWN, 11.4 FEET NORTHEAST OF A
 DG3273'TWIN FORK APPLE TREE, AND 94.0 FEET SOUTH-SOUTHEAST OF A POWER
 DG3273'POLE.
 DG3273'
 DG3273'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED DOWN THE
 DG3273'DRIVEWAY TO THE COUNTY ROAD AND GO SOUTH ON THE COUNTY ROAD FOR
 DG3273'0.10 MILE TO THE MARK ON THE LEFT.
 DG3273'
 DG3273'THE AZIMUTH IS A STANDARD DISK STAMPED 060-215 AZI, SET IN A
 DG3273'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3273'
 DG3273'IT IS 13.5 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 DG3273'21.1 FEET NORTHWEST OF A 14 INCH TWIN OAK TREE, AND 11.0 FEET
 DG3273'SOUTH OF AN 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3254 ***********************************************************************
 DG3254  DESIGNATION -  BV 060 216
 DG3254  PID         -  DG3254
 DG3254  STATE/COUNTY-  GA/FULTON
 DG3254  USGS QUAD   -  FAIRBURN (1982)
 DG3254
 DG3254                         *CURRENT SURVEY CONTROL
 DG3254  ___________________________________________________________________
 DG3254* NAD 83(1994)-  33 36 57.32878(N)    084 36 17.90995(W)     ADJUSTED  
 DG3254* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 DG3254  ___________________________________________________________________
 DG3254  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DG3254  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DG3254
 DG3254  HORZ ORDER  -  SECOND
 DG3254
 DG3254.The horizontal coordinates were established by classical geodetic methods
 DG3254.and adjusted by the National Geodetic Survey in September 1997..
 DG3254
 DG3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3254
 DG3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3254
 DG3254.The geoid height was determined by GEOID03.
 DG3254
 DG3254;                    North         East     Units Scale Factor Converg.
 DG3254;SPC GA W     -   400,992.851   659,329.560   MT  0.99992039   -0 14 33.6
 DG3254;SPC GA W     - 1,315,590.71  2,163,150.40   sFT  0.99992039   -0 14 33.6
 DG3254;UTM  16      - 3,722,143.674   722,191.055   MT  1.00020867   +1 19 35.3
 DG3254
 DG3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3254!SPC GA W     -   0.99995752  x   0.99992039  =   0.99987791
 DG3254!UTM  16      -   0.99995752  x   1.00020867  =   1.00016618
 DG3254
 DG3254:                Primary Azimuth Mark                     Grid Az
 DG3254:SPC GA W     -  MABLETON COUNTY TANK                     011 17 25.7
 DG3254:UTM  16      -  MABLETON COUNTY TANK                     009 43 16.8
 DG3254
 DG3254|---------------------------------------------------------------------|
 DG3254| PID    Reference Object                     Distance      Geod. Az  |
 DG3254|                                                           dddmmss.s |
 DG3254| DG3212 MABLETON COUNTY TANK                APPROX.19.6 KM 0110252.1 |
 DG3254| DG3253 BV 060 216 GADT 1973 PTA             26.306 METERS 04812     |
 DG3254| CZ3014 BV 060 216 AZ MK                                   0531021.8 |
 DG3254| DG3246 AUSTELL USE MICROWAVE               APPROX.14.9 KM 3553830.9 |
 DG3254|---------------------------------------------------------------------|
 DG3254
 DG3254                          SUPERSEDED SURVEY CONTROL
 DG3254
 DG3254  NAD 83(1994)-  33 36 57.33539(N)    084 36 17.90901(W) AD(       ) 2
 DG3254  NAD 83(1986)-  33 36 57.33584(N)    084 36 17.90855(W) AD(       ) 2
 DG3254  NAD 27      -  33 36 56.93827(N)    084 36 18.15258(W) AD(       ) 2
 DG3254  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 DG3254
 DG3254.Superseded values are not recommended for survey control.
 DG3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3254.See file dsdata.txt to determine how the superseded data were derived.
 DG3254
 DG3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2219122144(NAD 83)
 DG3254_MARKER: DD = SURVEY DISK
 DG3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3254_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3254
 DG3254  HISTORY     - Date     Condition        Report By
 DG3254  HISTORY     - 1973     MONUMENTED       GADT
 DG3254
 DG3254                          STATION DESCRIPTION
 DG3254
 DG3254'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3254'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES NORTH-NORTHWEST OF
 DG3254'FAIRBURN, 7.8 MILES NORTH-NORTHEAST OF PALMETTO AND 7.2 MILES
 DG3254'SOUTHWEST OF BEN HILL ON THE PROPERTY OF GENE T. DODSON.
 DG3254'
 DG3254'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 29 AND
 DG3254'STATE ROUTE 92 IN FAIRBURN, PROCEED NORTHWEST ON STATE ROUTE 92
 DG3254'FOR 2.0 MILES TO THE INTERSECTION OF KOWETA ROAD ON THE
 DG3254'RIGHT.  CONTINUE FOR 1.7 MILES NORTHWEST OF STATE ROUTE 92 TO
 DG3254'THE INTERSECTION OF THOMPSON ROAD ON THE RIGHT.  TURN RIGHT AND
 DG3254'GO NORTH ON THOMPSON ROAD FOR 0.15 MILE TO A FORKED
 DG3254'INTERSECTION.  PROCEED NORTHEAST ON THE RIGHT LEG OF THE FORK
 DG3254'ON THOMPSON ROAD FOR 0.47 MILE TO THE STATION ON THE LEFT.
 DG3254'
 DG3254'THE STATION IS A STANDARD DISK STAMPED 060-216, SET IN A
 DG3254'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3254'UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-216, SET IN AN
 DG3254'IRREGULAR MASS OF CONCRETE 0.67 METERS BELOW THE SURFACE OF THE
 DG3254'GROUND.
 DG3254'
 DG3254'THE STATION IS 12.0 FEET NORTH OF A WITNESS POST, 20.8 FEET
 DG3254'NORTH OF THE CENTERLINE OF THOMPSON ROAD, 15.0 FEET WEST OF A
 DG3254'10 INCH PINE TREE, AND 30.0 FEET EAST OF A 6 INCH PINE TREE.
 DG3254'
 DG3254'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST
 DG3254'OF THOMPSON ROAD FOR 0.10 MILE TO THE AZIMUTH MARK ON THE LEFT
 DG3254'SIDE OF THOMPSON ROAD.
 DG3254'
 DG3254'THE MARK IS A STANDARD DISK STAMPED 060-216 AZI, SET IN A
 DG3254'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3254'GROUND.
 DG3254'
 DG3254'IT IS 31.2 FEET SOUTHWEST OF A 10 INCH TWIN PINE TREE, 14.7 FEET
 DG3254'WEST OF A 14 INCH PINE TREE, 27.5 FEET NORTH OF THE CENTERLINE
 DG3254'OF THOMPSON ROAD, AND 73.5 FEET EAST OF A 12 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3291 ***********************************************************************
 DG3291  DESIGNATION -  BV 060 217
 DG3291  PID         -  DG3291
 DG3291  STATE/COUNTY-  GA/FULTON
 DG3291  USGS QUAD   -  RICO (1982)
 DG3291
 DG3291                         *CURRENT SURVEY CONTROL
 DG3291  ___________________________________________________________________
 DG3291* NAD 83(1994)-  33 32 12.15159(N)    084 46 00.03563(W)     ADJUSTED  
 DG3291* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 DG3291  ___________________________________________________________________
 DG3291  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DG3291  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG3291
 DG3291  HORZ ORDER  -  SECOND
 DG3291
 DG3291.The horizontal coordinates were established by classical geodetic methods
 DG3291.and adjusted by the National Geodetic Survey in September 1997..
 DG3291
 DG3291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3291
 DG3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3291
 DG3291.The geoid height was determined by GEOID03.
 DG3291
 DG3291;                    North         East     Units Scale Factor Converg.
 DG3291;SPC GA W     -   392,282.600   644,274.272   MT  0.99993827   -0 19 53.4
 DG3291;SPC GA W     - 1,287,013.83  2,113,756.51   sFT  0.99993827   -0 19 53.4
 DG3291;UTM  16      - 3,713,022.671   707,376.103   MT  1.00013021   +1 14 03.4
 DG3291
 DG3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3291!SPC GA W     -   0.99996488  x   0.99993827  =   0.99990315
 DG3291!UTM  16      -   0.99996488  x   1.00013021  =   1.00009508
 DG3291
 DG3291|---------------------------------------------------------------------|
 DG3291| PID    Reference Object                     Distance      Geod. Az  |
 DG3291|                                                           dddmmss.s |
 DG3291| DG3288 BV 060 217 GADT 1973 PTA             28.232 METERS 30824     |
 DG3291| CZ3015 BV 060 217 AZ MK                                   3492922.6 |
 DG3291|---------------------------------------------------------------------|
 DG3291
 DG3291                          SUPERSEDED SURVEY CONTROL
 DG3291
 DG3291  NAD 83(1994)-  33 32 12.15638(N)    084 46 00.03536(W) AD(       ) 2
 DG3291  NAD 83(1986)-  33 32 12.15758(N)    084 46 00.03392(W) AD(       ) 2
 DG3291  NAD 27      -  33 32 11.75328(N)    084 46 00.26612(W) AD(       ) 2
 DG3291  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 DG3291
 DG3291.Superseded values are not recommended for survey control.
 DG3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3291.See file dsdata.txt to determine how the superseded data were derived.
 DG3291
 DG3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0737613023(NAD 83)
 DG3291_MARKER: DD = SURVEY DISK
 DG3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3291_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3291
 DG3291  HISTORY     - Date     Condition        Report By
 DG3291  HISTORY     - 1973     MONUMENTED       GADT
 DG3291
 DG3291                          STATION DESCRIPTION
 DG3291
 DG3291'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3291'THE STATION IS APPROXIMATELY 5.8 MILES WEST-NORTHWEST OF
 DG3291'PALMETTO, 11.0 MILES WEST-SOUTHWEST OF FAIRBURN, AND 14.15 MILES
 DG3291'SOUTHEAST OF VILLA RICA.
 DG3291'
 DG3291'TO REACH THE STATION FROM THE PALMETTO CITY HALL AND RAILWAY
 DG3291'STATION, GO NORTHEAST ON U.S. 29 FOR 0.05 MILE TO TOOMBS ROAD ON
 DG3291'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.55 MILE TO HUTCHESON
 DG3291'FERRY ROAD.  TURN RIGHT ON HUTCHESON FERRY ROAD AND PROCEED
 DG3291'NORTHWEST FOR 3.45 MILES TO RICO ROAD ON THE RIGHT, CONTINUE ON
 DG3291'HUTCHESON FERRY ROAD FOR 2.40 MILES TO A CROSSROADS WITH VERNON
 DG3291'GROVE ROAD ON THE RIGHT AND SARDIS DRIVE ON THE LEFT.  TURN
 DG3291'RIGHT ON TO VERNON GROVE ROAD FOR 0.70 MILE TO THE STATION ON
 DG3291'THE LEFT SIDE OF THE ROAD.
 DG3291'
 DG3291'THE STATION IS A STANDARD DISK STAMPED 060-217, SET IN A 10
 DG3291'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3291'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-217,
 DG3291'SET IN AN IRREGULAR MASS OF CONCRETE 0.70 METERS BELOW THE
 DG3291'SURFACE OF THE GROUND.
 DG3291'
 DG3291'IT IS 9 FEET WEST OF A WITNESS POST, 30 FEET WEST OF THE
 DG3291'CENTERLINE OF THE ROAD, 78.5 FEET SOUTHWEST OF A POWER POLE, AND
 DG3291'153.0 FEET NORTH-NORTHWEST OF THE CORNER OF A FENCE LINE.
 DG3291'
 DG3291'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 DG3291'VERNON GROVE ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DG3291'
 DG3291'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-217 AZI, SET IN
 DG3291'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3291'
 DG3291'IT IS 10.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6 FEET
 DG3291'NORTHWEST OF A FENCE, 11.0 FEET SOUTHWEST OF A 6 INCH PERSIMMON
 DG3291'TREE, AND 126.0 FEET NORTH OF A 20 INCH OAK TREE AT THE SOUTH
 DG3291'END OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3251 ***********************************************************************
 DG3251  DESIGNATION -  BV 060 218
 DG3251  PID         -  DG3251
 DG3251  STATE/COUNTY-  GA/FULTON
 DG3251  USGS QUAD   -  FAIRBURN (1982)
 DG3251
 DG3251                         *CURRENT SURVEY CONTROL
 DG3251  ___________________________________________________________________
 DG3251* NAD 83(1994)-  33 33 59.33210(N)    084 31 59.39920(W)     ADJUSTED  
 DG3251* NAVD 88     -       305.     (meters)    1001.     (feet)  VERTCON   
 DG3251  ___________________________________________________________________
 DG3251  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DG3251  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DG3251
 DG3251  HORZ ORDER  -  SECOND
 DG3251
 DG3251.The horizontal coordinates were established by classical geodetic methods
 DG3251.and adjusted by the National Geodetic Survey in September 1997..
 DG3251
 DG3251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3251
 DG3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3251
 DG3251.The geoid height was determined by GEOID03.
 DG3251
 DG3251;                    North         East     Units Scale Factor Converg.
 DG3251;SPC GA W     -   395,483.417   665,973.276   MT  0.99991427   -0 12 09.5
 DG3251;SPC GA W     - 1,297,515.18  2,184,947.32   sFT  0.99991427   -0 12 09.5
 DG3251;UTM  16      - 3,716,816.464   728,985.161   MT  1.00024648   +1 21 52.3
 DG3251
 DG3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3251!SPC GA W     -   0.99995672  x   0.99991427  =   0.99987100
 DG3251!UTM  16      -   0.99995672  x   1.00024648  =   1.00020319
 DG3251
 DG3251|---------------------------------------------------------------------|
 DG3251| PID    Reference Object                     Distance      Geod. Az  |
 DG3251|                                                           dddmmss.s |
 DG3251| DG3255 BV 060 218 GADT 1973 PTA             28.642 METERS 02822     |
 DG3251| CZ3016 BV 060 218 AZ MK                                   0301238.1 |
 DG3251| DG3247 UNION CITY MUNICIPAL TANK           APPROX. 2.2 KM 3121059.5 |
 DG3251| DG3259 UNION CITY WATERWORKS TANK          APPROX. 4.0 KM 3425857.7 |
 DG3251|---------------------------------------------------------------------|
 DG3251
 DG3251                          SUPERSEDED SURVEY CONTROL
 DG3251
 DG3251  NAD 83(1994)-  33 33 59.33984(N)    084 31 59.39716(W) AD(       ) 2
 DG3251  NAD 83(1986)-  33 33 59.34014(N)    084 31 59.39712(W) AD(       ) 2
 DG3251  NAD 27      -  33 33 58.94063(N)    084 31 59.64843(W) AD(       ) 2
 DG3251  NGVD 29 (07/19/86)  305.     (m)         1001.     (f) VERT ANG       
 DG3251
 DG3251.Superseded values are not recommended for survey control.
 DG3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3251.See file dsdata.txt to determine how the superseded data were derived.
 DG3251
 DG3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2898516816(NAD 83)
 DG3251_MARKER: DD = SURVEY DISK
 DG3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3251
 DG3251  HISTORY     - Date     Condition        Report By
 DG3251  HISTORY     - 1973     MONUMENTED       GADT
 DG3251
 DG3251                          STATION DESCRIPTION
 DG3251
 DG3251'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3251'THE STATION IS LOCATED APPROXIMATELY 8.6 MILES SOUTH-SOUTHWEST OF
 DG3251'BEN HILL, 1.5 MILES SOUTHEAST OF UNION CITY, AND 7.0 MILES WEST
 DG3251'OF RIVERDALE.
 DG3251'
 DG3251'THE STATION IS AT THE INTERSECTION OF INTERSTATE 85 AND GEORGIA
 DG3251'138 (APPROXIMATELY 2.8 MILES EAST OF FAIRBURN), ON THE NORTHBOUND
 DG3251'EXIT RAMP OF INTERSTATE 85 ON TO STATE ROUTE 138.
 DG3251'
 DG3251'THE STATION IS A STANDARD DISK STAMPED 060-218, SET IN A 10 INCH
 DG3251'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3251'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-218,
 DG3251'SET IN AN IRREGULAR MASS OF CONCRETE 0.79 METERS BELOW THE
 DG3251'SURFACE OF THE GROUND.
 DG3251'
 DG3251'IT IS 4.2 FEET WEST OF A WITNESS POST, 14.0 FEET WEST OF THE
 DG3251'CENTERLINE OF THE RAMP, AND 240 FEET SOUTH-SOUTHWEST OF THE PI
 DG3251'OF THE RAMP AND STATE ROUTE 138.
 DG3251'
 DG3251'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED UP THE RAMP
 DG3251'AND ACROSS STATE ROUTE 138 TO THE ENTRANCE RAMP TO INTERSTATE 85
 DG3251'NORTHBOUND.  PROCEED APPROXIMATELY 0.35 MILE FROM THIS POINT TO
 DG3251'THE MARK ON THE LEFT ACROSS INTERSTATE 85.
 DG3251'
 DG3251'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-218 AZI, SET IN
 DG3251'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3251'
 DG3251'IT IS 28.0 FEET SOUTHEAST OF A 14 INCH PINE TREE, 54.0 FEET
 DG3251'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE 85,
 DG3251'AND 56.5 FEET NORTH OF THE EAST POST OF A SIGN THAT READS STATE
 DG3251'ROUTE 138, UNION CITY, JONESBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2689 ***********************************************************************
 DG2689  DESIGNATION -  BV 060 219
 DG2689  PID         -  DG2689
 DG2689  STATE/COUNTY-  GA/FULTON
 DG2689  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG2689
 DG2689                         *CURRENT SURVEY CONTROL
 DG2689  ___________________________________________________________________
 DG2689* NAD 83(1994)-  33 39 31.05031(N)    084 29 40.38665(W)     ADJUSTED  
 DG2689* NAVD 88     -       404.4    (meters)    1327.     (feet)  VERTCON   
 DG2689  ___________________________________________________________________
 DG2689  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DG2689  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DG2689
 DG2689  HORZ ORDER  -  SECOND
 DG2689
 DG2689.The horizontal coordinates were established by classical geodetic methods
 DG2689.and adjusted by the National Geodetic Survey in September 1997..
 DG2689
 DG2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2689
 DG2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2689
 DG2689.The geoid height was determined by GEOID03.
 DG2689
 DG2689;                    North         East     Units Scale Factor Converg.
 DG2689;SPC GA W     -   405,690.632   669,590.739   MT  0.99991140   -0 10 54.2
 DG2689;SPC GA W     - 1,331,003.35  2,196,815.62   sFT  0.99991140   -0 10 54.2
 DG2689;UTM  16      - 3,727,122.440   732,322.918   MT  1.00026545   +1 23 21.3
 DG2689
 DG2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2689!SPC GA W     -   0.99994115  x   0.99991140  =   0.99985255
 DG2689!UTM  16      -   0.99994115  x   1.00026545  =   1.00020658
 DG2689
 DG2689:                Primary Azimuth Mark                     Grid Az
 DG2689:SPC GA W     -  UNION CITY MUNICIPAL TANK                210 50 28.1
 DG2689:UTM  16      -  UNION CITY MUNICIPAL TANK                209 16 12.6
 DG2689
 DG2689|---------------------------------------------------------------------|
 DG2689| PID    Reference Object                     Distance      Geod. Az  |
 DG2689|                                                           dddmmss.s |
 DG2689| DG3247 UNION CITY MUNICIPAL TANK           APPROX.10.2 KM 2103933.9 |
 DG2689| DG3259 UNION CITY WATERWORKS TANK          APPROX. 7.9 KM 2165026.6 |
 DG2689| CZ3017 BV 060 219 AZ MK                                   3042935.9 |
 DG2689|---------------------------------------------------------------------|
 DG2689
 DG2689                          SUPERSEDED SURVEY CONTROL
 DG2689
 DG2689  NAD 83(1986)-  33 39 31.06017(N)    084 29 40.38566(W) AD(       ) 2
 DG2689  NAD 27      -  33 39 30.67481(N)    084 29 40.63527(W) AD(       ) 2
 DG2689  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 DG2689
 DG2689.Superseded values are not recommended for survey control.
 DG2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2689.See file dsdata.txt to determine how the superseded data were derived.
 DG2689
 DG2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3232327122(NAD 83)
 DG2689_MARKER: DD = SURVEY DISK
 DG2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2689
 DG2689  HISTORY     - Date     Condition        Report By
 DG2689  HISTORY     - 1973     MONUMENTED       GADT
 DG2689
 DG2689                          STATION DESCRIPTION
 DG2689
 DG2689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2689'THE STATION IS LOCATED APPROXIMATELY 7.9 MILES NORTHEAST OF
 DG2689'FAIRBURN, 4.6 MILES SOUTH OF THE INTERSECTION OF STATE ROUTE 154
 DG2689'AND INTERSTATE 285, AND 7.6 MILES NORTHWEST OF RIVERDALE.
 DG2689'
 DG2689'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DG2689'INTERSTATE 285 (WEST OF ATLANTA), PROCEED SOUTH ON INTERSTATE
 DG2689'285 FOR 7.7 MILES TO THE INTERSECTION OF INTERSTATE 285 AND CAMP
 DG2689'CREEK PARKWAY.  TURN LEFT ON CAMP CREEK PARKWAY AND GO EAST 0.6
 DG2689'MILE TO THE INTERSECTION OF CAMP CREEK PARKWAY AND WASHINGTON
 DG2689'ROAD.  TURN LEFT AND GO NORTH ON WASHINGTON ROAD FOR 0.65 MILE
 DG2689'TO THE INTERSECTION OF WASHINGTON ROAD AND REDWINE ROAD.  TURN
 DG2689'LEFT ON REDWINE ROAD AND GO WEST FOR 0.9 MILE TO AN 80 FOOT CUT
 DG2689'BANK ON THE LEFT.  TURN LEFT AND GO SOUTH UP THE CUT BANK 0.1
 DG2689'MILE TO THE STATION LOCATED AT THE TOP OF THE BANK OVERLOOKING
 DG2689'CAMP CREEK PARKWAY.
 DG2689'
 DG2689'THE STATION IS A STANDARD DISK STAMPED 060-219, SET IN A 10 INCH
 DG2689'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2689'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-219,
 DG2689'SET IN AN IRREGULAR MASS OF CONCRETE 0.57 METERS BELOW THE
 DG2689'SURFACE OF THE GROUND.
 DG2689'
 DG2689'THE STATION IS LOCATED 4.1 FEET EAST OF A WITNESS POST, 142.0
 DG2689'FEET EAST OF THE EDGE OF THE CUT BANK, 27.8 FEET NORTHWEST OF
 DG2689'A TREE BROKEN OFF 8 FEET ABOVE THE GROUND, AND 22.1 FEET
 DG2689'NORTHEAST OF A 24 INCH OAK TREE WHICH IS THE MOST WESTERLY OAK
 DG2689'TREE OF A GROUP OF TREES.
 DG2689'
 DG2689'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 DG2689'MILE TO REDWINE ROAD.  TURN LEFT AND GO WEST 0.2 MILE TO THE
 DG2689'AZIMUTH MARK ON THE RIGHT JUST OVER THE BRIDGE THAT CROSSES
 DG2689'INTERSTATE 85.
 DG2689'
 DG2689'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-219 AZI, SET IN
 DG2689'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2689'THE GROUND.
 DG2689'
 DG2689'IT IS LOCATED 24.0 FEET EAST OF THE NORTHWEST BRIDGE ABUTMENT,
 DG2689'18.2 FEET NORTH OF THE CENTERLINE OF REDWINE ROAD, 3.2 FEET NORTH
 DG2689'OF THE CURB OF REDWINE ROAD, 173.6 FEET EAST OF A FIRE HYDRANT,
 DG2689'AND 20.9 FEET EAST OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2654 ***********************************************************************
 DG2654  DESIGNATION -  BV 060 220
 DG2654  PID         -  DG2654
 DG2654  STATE/COUNTY-  GA/FULTON
 DG2654  USGS QUAD   -  RIVERDALE (1993)
 DG2654
 DG2654                         *CURRENT SURVEY CONTROL
 DG2654  ___________________________________________________________________
 DG2654* NAD 83(1994)-  33 37 12.98823(N)    084 29 15.16560(W)     ADJUSTED  
 DG2654* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 DG2654  ___________________________________________________________________
 DG2654  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DG2654  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG2654
 DG2654  HORZ ORDER  -  SECOND
 DG2654
 DG2654.The horizontal coordinates were established by classical geodetic methods
 DG2654.and adjusted by the National Geodetic Survey in September 1997..
 DG2654
 DG2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2654
 DG2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2654
 DG2654.The geoid height was determined by GEOID03.
 DG2654
 DG2654;                    North         East     Units Scale Factor Converg.
 DG2654;SPC GA W     -   401,435.304   670,227.294   MT  0.99991092   -0 10 39.6
 DG2654;SPC GA W     - 1,317,042.33  2,198,904.05   sFT  0.99991092   -0 10 39.6
 DG2654;UTM  16      - 3,722,884.643   733,076.105   MT  1.00026978   +1 23 30.3
 DG2654
 DG2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2654!SPC GA W     -   0.99995390  x   0.99991092  =   0.99986483
 DG2654!UTM  16      -   0.99995390  x   1.00026978  =   1.00022367
 DG2654
 DG2654:                Primary Azimuth Mark                     Grid Az
 DG2654:SPC GA W     -  COLLEGE PARK FAA MICROWAVE               008 46 09.9
 DG2654:UTM  16      -  COLLEGE PARK FAA MICROWAVE               007 12 00.0
 DG2654
 DG2654|---------------------------------------------------------------------|
 DG2654| PID    Reference Object                     Distance      Geod. Az  |
 DG2654|                                                           dddmmss.s |
 DG2654| DG2687 COLLEGE PARK FAA MICROWAVE          APPROX. 1.1 KM 0083530.3 |
 DG2654| DG2652 BV 060 220 GADT 1973 PTA             21.542 METERS 15155     |
 DG2654| CZ3018 BV 060 220 AZ MK                                   1734731.2 |
 DG2654| DG3259 UNION CITY WATERWORKS TANK          APPROX. 5.8 KM 2484452.7 |
 DG2654|---------------------------------------------------------------------|
 DG2654
 DG2654                          SUPERSEDED SURVEY CONTROL
 DG2654
 DG2654  NAD 83(1986)-  33 37 12.99642(N)    084 29 15.16423(W) AD(       ) 2
 DG2654  NAD 27      -  33 37 12.60247(N)    084 29 15.42048(W) AD(       ) 2
 DG2654  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 DG2654
 DG2654.Superseded values are not recommended for survey control.
 DG2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2654.See file dsdata.txt to determine how the superseded data were derived.
 DG2654
 DG2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3307622885(NAD 83)
 DG2654_MARKER: DD = SURVEY DISK
 DG2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2654
 DG2654  HISTORY     - Date     Condition        Report By
 DG2654  HISTORY     - 1973     MONUMENTED       GADT
 DG2654
 DG2654                          STATION DESCRIPTION
 DG2654
 DG2654'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2654'THE STATION IS LOCATED APPROXIMATELY 6.5 MILES NORTHEAST OF
 DG2654'FAIRBURN, 5.3 MILES NORTHWEST OF RIVERDALE, AND 5.2 MILES
 DG2654'SOUTH-SOUTHEAST OF BEN HILL.
 DG2654'
 DG2654'THE STATION IS LOCATED AT THE INTERSECTION OF THE SOUTHBOUND
 DG2654'LANES OF INTERSTATE 285 AND INTERSTATE 85 LOCATED APPROXIMATELY
 DG2654'6.5 MILES NORTHEAST OF FAIRBURN.
 DG2654'
 DG2654'THE STATION IS A STANDARD DISK STAMPED 060-220, SET IN A 10 INCH
 DG2654'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2654'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-220,
 DG2654'SET IN AN IRREGULAR MASS OF CONCRETE 0.59 METERS BELOW THE SURFACE
 DG2654'OF THE GROUND.  THE STATION IS LOCATED 10.0 FEET NORTHEAST OF
 DG2654'THE EDGE OF A BANK, 3.0 FEET SOUTHWEST OF THE GUARDRAIL, 2.6
 DG2654'FEET NORTHWEST OF THE WITNESS POST 38.5 FEET SOUTH-SOUTHWEST OF
 DG2654'A DELINEATOR POST, AND 184.0 FEET NORTHWEST OF THE NORTHWEST
 DG2654'BRIDGE ABUTMENT.
 DG2654'
 DG2654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON INTERSTATE
 DG2654'85 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT OF INTERSTATE 85.
 DG2654'
 DG2654'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-220 AZI, SET IN A
 DG2654'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2654'GROUND.
 DG2654'
 DG2654'IT IS LOCATED 101.0 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 DG2654'LANE OF INTERSTATE 85, 4.8 FEET WEST OF A FENCE, AND 160.0 FEET
 DG2654'NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3265 ***********************************************************************
 DG3265  DESIGNATION -  BV 060 221
 DG3265  PID         -  DG3265
 DG3265  STATE/COUNTY-  GA/FULTON
 DG3265  USGS QUAD   -  PALMETTO (1982)
 DG3265
 DG3265                         *CURRENT SURVEY CONTROL
 DG3265  ___________________________________________________________________
 DG3265* NAD 83(1994)-  33 35 07.32085(N)    084 37 42.68322(W)     ADJUSTED  
 DG3265* NAVD 88     -       314.     (meters)    1030.     (feet)  VERTCON   
 DG3265  ___________________________________________________________________
 DG3265  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG3265  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG3265
 DG3265  HORZ ORDER  -  SECOND
 DG3265
 DG3265.The horizontal coordinates were established by classical geodetic methods
 DG3265.and adjusted by the National Geodetic Survey in September 1997..
 DG3265
 DG3265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3265
 DG3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3265
 DG3265.The geoid height was determined by GEOID03.
 DG3265
 DG3265;                    North         East     Units Scale Factor Converg.
 DG3265;SPC GA W     -   397,613.330   657,129.403   MT  0.99992265   -0 15 19.8
 DG3265;SPC GA W     - 1,304,503.07  2,155,932.05   sFT  0.99992265   -0 15 19.8
 DG3265;UTM  16      - 3,718,704.228   720,083.634   MT  1.00019719   +1 18 44.6
 DG3265
 DG3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3265!SPC GA W     -   0.99995531  x   0.99992265  =   0.99987797
 DG3265!UTM  16      -   0.99995531  x   1.00019719  =   1.00015249
 DG3265
 DG3265:                Primary Azimuth Mark                     Grid Az
 DG3265:SPC GA W     -  BV 060 221 AZ MK                         284 15 47.6
 DG3265:UTM  16      -  BV 060 221 AZ MK                         282 41 43.2
 DG3265
 DG3265|---------------------------------------------------------------------|
 DG3265| PID    Reference Object                     Distance      Geod. Az  |
 DG3265|                                                           dddmmss.s |
 DG3265| CZ3019 BV 060 221 AZ MK                                   2840027.8 |
 DG3265| DG3266 BV 060 221 GADT 1973 PTA             27.424 METERS 34448     |
 DG3265|---------------------------------------------------------------------|
 DG3265
 DG3265                          SUPERSEDED SURVEY CONTROL
 DG3265
 DG3265  NAD 83(1994)-  33 35 07.32695(N)    084 37 42.68291(W) AD(       ) 2
 DG3265  NAD 83(1986)-  33 35 07.32777(N)    084 37 42.68196(W) AD(       ) 2
 DG3265  NAD 27      -  33 35 06.92619(N)    084 37 42.92701(W) AD(       ) 2
 DG3265  NGVD 29 (07/19/86)  314.     (m)         1030.     (f) VERT ANG       
 DG3265
 DG3265.Superseded values are not recommended for survey control.
 DG3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3265.See file dsdata.txt to determine how the superseded data were derived.
 DG3265
 DG3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2008418704(NAD 83)
 DG3265_MARKER: DD = SURVEY DISK
 DG3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3265
 DG3265  HISTORY     - Date     Condition        Report By
 DG3265  HISTORY     - 1973     MONUMENTED       GADT
 DG3265
 DG3265                          STATION DESCRIPTION
 DG3265
 DG3265'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3265'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES WEST-NORTHWEST
 DG3265'OF FAIRBURN, 5.2 MILES NORTHEAST OF PALMETTO, AND 4.4 MILES WEST
 DG3265'OF UNION CITY.
 DG3265'
 DG3265'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20
 DG3265'AND STATE ROUTE 70, APPROXIMATELY 1.0 MILE SOUTH OF THE FULTON
 DG3265'COUNTY AIRPORT, PROCEED SOUTH ON STATE ROUTE 70 FOR 13.9 MILES
 DG3265'TO THE INTERSECTION OF STATE ROUTE 70 AND CEDAR GROVE ROAD.  TURN
 DG3265'LEFT AND PROCEED EAST ON CEDAR GROVE ROAD FOR 4.9 MILES TO A
 DG3265'GRAVEL DRIVE ON THE LEFT.  TURN LEFT AND PROCEED 0.15 MILE UP
 DG3265'THE GRAVEL DRIVE TO THE STATION LOCATED IN FRONT OF A BRICK
 DG3265'HOUSE.
 DG3265'
 DG3265'THE STATION IS A STANDARD DISK STAMPED 060-221, SET IN A 10 INCH
 DG3265'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3265'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 060-221,
 DG3265'SET IN AN IRREGULAR MASS OF CONCRETE 0.64 METERS BELOW THE
 DG3265'SURFACE OF THE GROUND.
 DG3265'
 DG3265'IT IS 90.7 FEET NORTHEAST OF A POWER POLE, 62.0 FEET NORTHEAST
 DG3265'OF THE SOUTHERN CORNER OF THE HOUSE, 86.6 FEET SOUTHWEST OF THE
 DG3265'NORTHERN CORNER OF THE HOUSE AND 104 FEET SOUTH OF A FENCE CORNER.
 DG3265'
 DG3265'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED BACK DOWN THE
 DG3265'GRAVEL DRIVE FOR 0.15 MILE TO CEDAR GROVE ROAD.  TURN RIGHT ON
 DG3265'CEDAR GROVE ROAD AND PROCEED NORTHWEST 0.1 MILE TO THE AZIMUTH
 DG3265'MARK ON THE LEFT.
 DG3265'
 DG3265'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-221 AZI, SET IN
 DG3265'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 DG3265'
 DG3265'IT IS 6.2 FEET EAST OF A CYCLONE FENCE, 6.2 FEET SOUTHEAST OF A
 DG3265'POWER POLE, 25.2 FEET WEST OF CEDAR GROVE ROAD AND 56.3 FEET
 DG3265'NORTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3269 ***********************************************************************
 DG3269  DESIGNATION -  BV 060 222
 DG3269  PID         -  DG3269
 DG3269  STATE/COUNTY-  GA/FULTON
 DG3269  USGS QUAD   -  PALMETTO (1982)
 DG3269
 DG3269                         *CURRENT SURVEY CONTROL
 DG3269  ___________________________________________________________________
 DG3269* NAD 83(1994)-  33 34 22.30574(N)    084 39 53.65527(W)     ADJUSTED  
 DG3269* NAVD 88     -       311.     (meters)    1020.     (feet)  VERTCON   
 DG3269  ___________________________________________________________________
 DG3269  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DG3269  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DG3269
 DG3269  HORZ ORDER  -  SECOND
 DG3269
 DG3269.The horizontal coordinates were established by classical geodetic methods
 DG3269.and adjusted by the National Geodetic Survey in September 1997..
 DG3269
 DG3269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3269
 DG3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3269
 DG3269.The geoid height was determined by GEOID03.
 DG3269
 DG3269;                    North         East     Units Scale Factor Converg.
 DG3269;SPC GA W     -   396,242.199   653,745.720   MT  0.99992637   -0 16 31.9
 DG3269;SPC GA W     - 1,300,004.61  2,144,830.75   sFT  0.99992637   -0 16 31.9
 DG3269;UTM  16      - 3,717,240.660   716,737.844   MT  1.00017917   +1 17 30.5
 DG3269
 DG3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3269!SPC GA W     -   0.99995578  x   0.99992637  =   0.99988215
 DG3269!UTM  16      -   0.99995578  x   1.00017917  =   1.00013494
 DG3269
 DG3269:                Primary Azimuth Mark                     Grid Az
 DG3269:SPC GA W     -  BV 060 222 AZ MK                         297 51 02.6
 DG3269:UTM  16      -  BV 060 222 AZ MK                         296 17 00.2
 DG3269
 DG3269|---------------------------------------------------------------------|
 DG3269| PID    Reference Object                     Distance      Geod. Az  |
 DG3269|                                                           dddmmss.s |
 DG3269| CZ3020 BV 060 222 AZ MK                                   2973430.7 |
 DG3269| DG3267 BV 060 222 GADT 1973 PTA             22.511 METERS 29739     |
 DG3269|---------------------------------------------------------------------|
 DG3269
 DG3269                          SUPERSEDED SURVEY CONTROL
 DG3269
 DG3269  NAD 83(1994)-  33 34 22.31158(N)    084 39 53.65499(W) AD(       ) 2
 DG3269  NAD 83(1986)-  33 34 22.31239(N)    084 39 53.65396(W) AD(       ) 2
 DG3269  NAD 27      -  33 34 21.91013(N)    084 39 53.89625(W) AD(       ) 2
 DG3269  NGVD 29 (07/19/86)  311.     (m)         1020.     (f) VERT ANG       
 DG3269
 DG3269.Superseded values are not recommended for survey control.
 DG3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3269.See file dsdata.txt to determine how the superseded data were derived.
 DG3269
 DG3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1673817241(NAD 83)
 DG3269_MARKER: DD = SURVEY DISK
 DG3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3269
 DG3269  HISTORY     - Date     Condition        Report By
 DG3269  HISTORY     - 1973     MONUMENTED       GADT
 DG3269  HISTORY     - 20031009 GOOD             GADT
 DG3269
 DG3269                          STATION DESCRIPTION
 DG3269
 DG3269'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3269'THE STATION IS LOCATED 4.8 MILES WEST OF FAIRBURN, 3.9 MILES NORTH
 DG3269'OF PALMETTO, AND 13.1 MILES SOUTHEAST OF DOUGLASVILLE ON THE
 DG3269'PROPERTY OF MR. HERSHEL MILLER.
 DG3269'
 DG3269'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 29
 DG3269'AND STATE ROUTE 154 IN PALMETTO, GO NORTH ON STATE ROUTE 154 FOR
 DG3269'3.2 MILES TO THE JUNCTION OF RIVERTOWN ROAD CROSSING.  TURN
 DG3269'RIGHT, GOING EAST ALONG RIVERTOWN ROAD FOR 0.15 MILE TO THE
 DG3269'STATION ON THE LEFT IN A PASTURE.
 DG3269'
 DG3269'THE STATION IS A STANDARD BRASS DISK STAMPED 060-222 SET IN THE
 DG3269'TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3269'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG3269'STAMPED 060-222 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG3269'0.71 METER BELOW THE GROUND SURFACE.  THE STATION IS LOCATED 4.3
 DG3269'FEET NORTH OF A METAL WITNESS POST AND FENCE, 6.0 FEET NORTHEAST
 DG3269'OF A POWER POLE, 96.5 FEET SOUTHWEST OF A POWER POLE, AND 26.8
 DG3269'FEET NORTH-NORTHWEST OF THE CENTERLINE OF RIVERTOWN ROAD.
 DG3269'
 DG3269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 DG3269'RIVERTOWN ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT IN THE
 DG3269'YARD OF THE MILLER LUMBER COMPANY.  IT IS A STANDARD DISK
 DG3269'STAMPED 060-222 AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 DG3269'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG3269'LOCATED 11.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DG3269'MILLER LUMBER COMPANY OFFICE BUILDING, 2.0 FEET SOUTH OF A
 DG3269'CONCRETE BLOCK WALL, 11.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 DG3269'END OF THE BLOCK WALL, 64.7 FEET EAST OF A POWER POLE, AND
 DG3269'97.5 FEET NORTHEAST OF ANOTHER POWER POLE.
 DG3269
 DG3269                          STATION RECOVERY (2003)
 DG3269
 DG3269'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DG3269'FROM INTERSECTION OF SOUTH FULTON PKWY. AND RIVERTOWN ROAD, GO EAST ON
 DG3269'RIVERTOWN RD. TO INTERSECTION OF STATE ROUTE 154-CONTINUE EAST ON
 DG3269'RIVERTOWN RD. FOR 0.15 MILE TO THE STATION ON THE LEFT IN FRONT YARD
 DG3269'OF A BRICK HOUSE. NEW LOCAL DISTANCES--27.3 NORTH OF CENTER OF
 DG3269'RIVERTOWN RD. ---14.5 FEET EAST OF POWER POLE--
 DG3269'54.0 FEET S.E. OF A POWER POLE AND 51.7 FEET WEST OF A PECAN TREE.
 DG3269' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1665 ***********************************************************************
 EE1665  DESIGNATION -  BV 060 223
 EE1665  PID         -  EE1665
 EE1665  STATE/COUNTY-  GA/FORSYTH
 EE1665  USGS QUAD   -  DULUTH (1992)
 EE1665
 EE1665                         *CURRENT SURVEY CONTROL
 EE1665  ___________________________________________________________________
 EE1665* NAD 83(1994)-  34 03 28.74135(N)    084 07 52.05807(W)     ADJUSTED  
 EE1665* NAVD 88     -       316.     (meters)    1037.     (feet)  VERTCON   
 EE1665  ___________________________________________________________________
 EE1665  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EE1665  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EE1665
 EE1665  HORZ ORDER  -  SECOND
 EE1665
 EE1665.The horizontal coordinates were established by classical geodetic methods
 EE1665.and adjusted by the National Geodetic Survey in September 1997..
 EE1665
 EE1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1665
 EE1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1665
 EE1665.The geoid height was determined by GEOID03.
 EE1665
 EE1665;                    North         East     Units Scale Factor Converg.
 EE1665;SPC GA W     -   449,935.338   703,280.742   MT  0.99990013   +0 01 11.7
 EE1665;SPC GA W     - 1,476,162.85  2,307,346.90   sFT  0.99990013   +0 01 11.7
 EE1665;UTM  16      - 3,772,299.618   764,795.598   MT  1.00046443   +1 36 27.3
 EE1665
 EE1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1665!SPC GA W     -   0.99995503  x   0.99990013  =   0.99985517
 EE1665!UTM  16      -   0.99995503  x   1.00046443  =   1.00041944
 EE1665
 EE1665|---------------------------------------------------------------------|
 EE1665| PID    Reference Object                     Distance      Geod. Az  |
 EE1665|                                                           dddmmss.s |
 EE1665| EE1666 BV 060 223 GADT 1975 PTA              5.765 METERS 18043     |
 EE1665| CZ4341 BV 060 223 AZ MK                                   2013154.6 |
 EE1665|---------------------------------------------------------------------|
 EE1665
 EE1665                          SUPERSEDED SURVEY CONTROL
 EE1665
 EE1665  NAD 83(1986)-  34 03 28.74769(N)    084 07 52.05864(W) AD(       ) 2
 EE1665  NAD 27      -  34 03 28.39739(N)    084 07 52.34849(W) AD(       ) 2
 EE1665  NGVD 29 (07/19/86)  316.     (m)         1037.     (f) VERT ANG       
 EE1665
 EE1665.Superseded values are not recommended for survey control.
 EE1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1665.See file dsdata.txt to determine how the superseded data were derived.
 EE1665
 EE1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6479672300(NAD 83)
 EE1665_MARKER: DD = SURVEY DISK
 EE1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1665
 EE1665  HISTORY     - Date     Condition        Report By
 EE1665  HISTORY     - 1975     MONUMENTED       GADT
 EE1665
 EE1665                          STATION DESCRIPTION
 EE1665
 EE1665'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1665'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES WEST OF SUWANEE,
 EE1665'4 MILES NORTH OF DULUTH, AND 8 MILES SOUTHEAST OF BUFORD ON
 EE1665'COUNTY RIGHT OF WAY.
 EE1665'
 EE1665'TO REACH THE STATION FROM THE POST OFFICE IN SUWANEE, GO NORTH
 EE1665'ALONG U.S. HIGHWAY 23 FOR 0.1 MILE TO THE JUNCTION OF RUSSELL
 EE1665'STREET TO THE LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG RUSSELL
 EE1665'STREET FOR 0.1 MILE TO THE JUNCTION OF MAIN STREET CROSSING.  TURN
 EE1665'RIGHT, GOING NORTHEASTERLY ALONG MAIN STREET FOR 0.1 MILE TO THE
 EE1665'JUNCTION OF SUWANEE DAM ROAD TO THE LEFT.  TURN LEFT, GOING
 EE1665'NORTHWESTERLY ALONG SUWANEE DAM ROAD FOR 0.1 MILE TO THE
 EE1665'JUNCTION OF SHELTONVILLE ROAD (COUNTY ROAD 92564) TO THE LEFT.
 EE1665'TURN LEFT, GOING WEST ALONG SHELTONVILLE ROAD FOR 0.95 MILE TO
 EE1665'THE JUNCTION OF COUNTY ROAD 92230 CROSSING.  TURN LEFT, GOING
 EE1665'SOUTHWESTERLY ALONG COUNTY ROAD 92230 FOR 0.3 MILE TO THE
 EE1665'JUNCTION OF SHELTONVILLE ROAD TO THE RIGHT.  TURN RIGHT, GOING WEST
 EE1665'ALONG SHELTONVILLE ROAD FOR 0.3 MILE TO THE CHATTAHOOCHEE RIVER
 EE1665'BRIDGE (GWINNETT-FULTON-FORSYTH COUNTY LINE).
 EE1665'CONTINUE WEST ALONG SHELTONVILLE ROAD (THE ROAD IS THE
 EE1665'FULTON-FORSYTH COUNTY LINE) FOR 2.1 MILES TO THE JUNCTION OF
 EE1665'BELL ROAD (COUNTY ROAD 92609) CROSSING.  TURN RIGHT, GOING
 EE1665'NORTH ALONG BELL ROAD INTO FORSYTH COUNTY, FOR 0.1 MILE TO THE
 EE1665'STATION ON THE LEFT.
 EE1665'
 EE1665'THE STATION IS LOCATED 41.5 FEET NORTHWEST OF THE CENTERLINE OF
 EE1665'BELL ROAD, 47.0 FEET NORTH-NORTHEAST OF THE NORTHEAST END OF A
 EE1665'CROSS DRAIN PIPE UNDER A DRIVEWAY TO TWO HOUSES TO THE NORTHWEST,
 EE1665'55.0 FEET EAST OF AN 18 INCH OAK TREE, 66.0 FEET SOUTH OF A 22
 EE1665'INCH OAK, AND 105.0 FEET SOUTH OF THE EASTERNMOST CORNER OF A
 EE1665'HOUSE.  IT IS A STANDARD BRASS DISK STAMPED 060-223. SET IN THE
 EE1665'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1665'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 EE1665'DISK STAMPED 060-223, SET IN AN IRREGULAR MASS OF CONCRETE
 EE1665'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 EE1665'
 EE1665'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF SHELTONVILLE ROAD
 EE1665'AND BELL ROAD, GO SOUTHWESTERLY ALONG BELL ROAD FOR 0.1 MILE TO
 EE1665'THE AZIMUTH MARK ON THE LEFT.  THE MARK IS LOCATED 29.5 FEET
 EE1665'SOUTHEAST OF THE CENTERLINE OF BELL ROAD, 28.0 FEET SOUTHWEST OF
 EE1665'12 INCH TWIN PINES, 99.0 FEET SOUTHEAST OF THE SOUTHERNMOST SOUTH
 EE1665'CORNER OF A CHURCH ON THE NORTHWEST SIDE OF THE ROAD, AND 2.5
 EE1665'FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 EE1665'STAMPED 060-223 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1665'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0715 ***********************************************************************
 DG0715  DESIGNATION -  BV 060 224
 DG0715  PID         -  DG0715
 DG0715  STATE/COUNTY-  GA/FULTON
 DG0715  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0715
 DG0715                         *CURRENT SURVEY CONTROL
 DG0715  ___________________________________________________________________
 DG0715* NAD 83(1994)-  33 39 12.42724(N)    084 24 35.85094(W)     ADJUSTED  
 DG0715* NAVD 88     -       304.144  (meters)     997.85   (feet)  ADJUSTED  
 DG0715  ___________________________________________________________________
 DG0715  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DG0715  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0715  DYNAMIC HT  -         303.803 (meters)     996.73  (feet)  COMP
 DG0715  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DG0715
 DG0715  HORZ ORDER  -  SECOND
 DG0715  VERT ORDER  -  FIRST     CLASS II
 DG0715
 DG0715.This mark is at William B Hartsfield Atlanta Intl Airport (ATL)
 DG0715
 DG0715.The horizontal coordinates were established by classical geodetic methods
 DG0715.and adjusted by the National Geodetic Survey in September 1997..
 DG0715
 DG0715.The orthometric height was determined by differential leveling
 DG0715.and adjusted by the National Geodetic Survey in June 1991..
 DG0715
 DG0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0715
 DG0715.The geoid height was determined by GEOID03.
 DG0715
 DG0715.The dynamic height is computed by dividing the NAVD 88
 DG0715.geopotential number by the normal gravity value computed on the
 DG0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0715.degrees latitude (g = 980.6199 gals.).
 DG0715
 DG0715.The modeled gravity was interpolated from observed gravity values.
 DG0715
 DG0715;                    North         East     Units Scale Factor Converg.
 DG0715;SPC GA W     -   405,095.236   677,434.896   MT  0.99990628   -0 08 05.4
 DG0715;SPC GA W     - 1,329,049.95  2,222,550.99   sFT  0.99990628   -0 08 05.4
 DG0715;UTM  16      - 3,726,742.163   740,183.431   MT  1.00031125   +1 26 09.6
 DG0715
 DG0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0715!SPC GA W     -   0.99995687  x   0.99990628  =   0.99986316
 DG0715!UTM  16      -   0.99995687  x   1.00031125  =   1.00026811
 DG0715
 DG0715:                Primary Azimuth Mark                     Grid Az
 DG0715:SPC GA W     -  MOUNTAIN VIEW OAK ST TANK                138 05 48.1
 DG0715:UTM  16      -  MOUNTAIN VIEW OAK ST TANK                136 31 33.1
 DG0715
 DG0715|---------------------------------------------------------------------|
 DG0715| PID    Reference Object                     Distance      Geod. Az  |
 DG0715|                                                           dddmmss.s |
 DG0715| DG2692 MOUNTAIN VIEW OAK ST TANK           APPROX. 2.6 KM 1375742.7 |
 DG0715| DG2667 FOREST PARK GA POWER TANK           APPROX. 3.9 KM 1435908.5 |
 DG0715| CZ3022 BV 060 224 RM 2                      54.194 METERS 26855     |
 DG0715| CZ3021 BV 060 224 RM 1                      16.171 METERS 26855     |
 DG0715| DG2686 EAST POINT E MUN TANK               APPROX. 4.3 KM 2985552.5 |
 DG0715| DG0714 S 44                                335.296 METERS 30017     |
 DG0715| DG0716 BV 060 224 AZ MK                    APPROX. 0.9 KM 3013701.2 |
 DG0715|---------------------------------------------------------------------|
 DG0715
 DG0715                          SUPERSEDED SURVEY CONTROL
 DG0715
 DG0715  NAD 83(1986)-  33 39 12.43268(N)    084 24 35.84652(W) AD(       ) 2
 DG0715  NAD 27      -  33 39 12.04431(N)    084 24 36.10746(W) AD(       ) 2
 DG0715  NGVD 29 (??/??/92)  304.067  (m)          997.59   (f) ADJ UNCH    1 2
 DG0715
 DG0715.Superseded values are not recommended for survey control.
 DG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0715.See file dsdata.txt to determine how the superseded data were derived.
 DG0715
 DG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4018326742(NAD 83)
 DG0715_MARKER: DD = SURVEY DISK
 DG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0715_STAMPING: BV 060 224
 DG0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0715+STABILITY: SURFACE MOTION
 DG0715
 DG0715  HISTORY     - Date     Condition        Report By
 DG0715  HISTORY     - 1974     MONUMENTED       GADT
 DG0715  HISTORY     - 1973     GOOD             NGS
 DG0715
 DG0715                          STATION DESCRIPTION
 DG0715
 DG0715'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG0715'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE
 DG0715'ATLANTA-HARTSFIELD INTERNATIONAL AIRPORT, 1/2 MILE SOUTH OF
 DG0715'HAPEVILLE, AND 6-3/4 MILES SOUTHEAST OF BEN HILL.
 DG0715'
 DG0715'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 DG0715'VIRGINIA AVENUE IN HAPEVILLE, GO EAST ON VIRGINIA AVENUE FOR 0.7
 DG0715'MILE TO JUNCTION OF RAINEY STREET CROSSING.  TURN RIGHT GOING SOUTH
 DG0715'ALONG RAINEY STREET FOR 0.2 MILE TO THE JUNCTION OF AIRPORT LOOP
 DG0715'TO THE LEFT.  TURN LEFT GOING EAST ALONG AIRPORT LOOP FOR 0.05
 DG0715'MILE TO THE AZIMUTH MARK IN THE GRASS MEDIAN.  CONTINUE EAST
 DG0715'ALONG AIRPORT LOOP FOR 0.55 MILE TO THE STATION ON THE LEFT
 DG0715'BETWEEN OAK STREET AND AIRPORT LOOP.
 DG0715'
 DG0715'THE STATION IS A STANDARD BRASS DISK STAMPED 060-224, SET IN THE
 DG0715'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG0715'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG0715'060-224, SET IN AN IRREGULAR MASS OF CONCRETE 0.66 METER BELOW
 DG0715'THE GROUND SURFACE.  IT IS LOCATED 28.0 FEET NORTHEAST OF THE
 DG0715'NORTHEAST EDGE OF THE PARKING LANE OF AIRPORT LOOP, 23.5 FEET
 DG0715'SOUTH WEST OF THE CENTERLINE OF OAK STREET, 100 FEET
 DG0715'SOUTH-SOUTHEAST OF A TELEPHONE POLE ON THE NORTHEAST SIDE OF
 DG0715'OAK STREET, 93.0 FEET WEST OF ANOTHER TELEPHONE POLE ON THE
 DG0715'NORTHEAST SIDE OF OAK STREET, 24.7 FEET NORTHWEST OF A LARGE OAK
 DG0715'STUMP, AND 66.0 FEET NORTHWEST OF A 24 INCH OAK TREE WHICH IS IN
 DG0715'LINE WITH THE STUMP.
 DG0715'
 DG0715'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 060-224 AZI, SET IN
 DG0715'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG0715'SURFACE OF THE GROUND.  IT IS LOCATED 33.0 FEET SOUTHEAST OF THE
 DG0715'NOSE OF THE MEDIAN AT A STREET CROSSING THE AIRPORT LOOP, 5.5
 DG0715'FEET NORTHEAST OF THE NORTHEAST CURB OF THE AIRPORT LOOP
 DG0715'EAST-BOUND LANE, 8.7 FEET SOUTHWEST OF THE SOUTHWEST CURB AND
 DG0715'GUTTERING OF THE WEST-BOUND LANE, AND 23.5 FEET NORTHWEST OF A
 DG0715'LAMP POST IN THE MEDIAN.
 DG0715
 DG0715                          STATION RECOVERY (1973)
 DG0715
 DG0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0715'AT HAPEVILLE.
 DG0715'A GEORGIA STATE HIGHWAY DEPARTMENT DISK SET IN A GRASSY AREA
 DG0715'BETWEEN OAK ST. AND CLARK HOWELL HWY., ABOUT .45 MILE SOUTH FROM
 DG0715'THE CENTRAL OF GEORGIA RAILROAD DEPOT AT HAPEVILLE, 226.5
 DG0715'FEET WEST FROM FIRE HYDRANT ON THE NORTHWEST CORNER OF THE
 DG0715'INTERSECTION OF OAK ST. AND FORREST AVE., 225 FEET SOUTHEAST FROM
 DG0715'A FIRE HYDRANT ON THE NORTHWEST CORNER OF THE INTERSECTION OF
 DG0715'OAK ST. AND GEORGIA AVE., 11.6 FEET SOUTH FROM THE SOUTH CURB
 DG0715'OF OAK ST.  THE DISK IS SET FLUSH WITH THE GROUND IN CONCRETE
 DG0715'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0716 ***********************************************************************
 DG0716  DESIGNATION -  BV 060 224 AZ MK
 DG0716  PID         -  DG0716
 DG0716  STATE/COUNTY-  GA/FULTON
 DG0716  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0716
 DG0716                         *CURRENT SURVEY CONTROL
 DG0716  ___________________________________________________________________
 DG0716* NAD 83(1994)-  33 39 27.38621(N)    084 25 04.91021(W)     ADJUSTED  
 DG0716* NAVD 88     -       296.850  (meters)     973.92   (feet)  ADJUSTED  
 DG0716  ___________________________________________________________________
 DG0716  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DG0716  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0716  DYNAMIC HT  -         296.517 (meters)     972.82  (feet)  COMP
 DG0716  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 DG0716
 DG0716  HORZ ORDER  -  SECOND
 DG0716  VERT ORDER  -  FIRST     CLASS II
 DG0716
 DG0716.The horizontal coordinates were established by classical geodetic methods
 DG0716.and adjusted by the National Geodetic Survey in September 1997..
 DG0716
 DG0716.The orthometric height was determined by differential leveling
 DG0716.and adjusted by the National Geodetic Survey in June 1991..
 DG0716
 DG0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0716
 DG0716.The geoid height was determined by GEOID03.
 DG0716
 DG0716.The dynamic height is computed by dividing the NAVD 88
 DG0716.geopotential number by the normal gravity value computed on the
 DG0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0716.degrees latitude (g = 980.6199 gals.).
 DG0716
 DG0716.The modeled gravity was interpolated from observed gravity values.
 DG0716
 DG0716;                    North         East     Units Scale Factor Converg.
 DG0716;SPC GA W     -   405,557.869   676,687.342   MT  0.99990670   -0 08 21.5
 DG0716;SPC GA W     - 1,330,567.78  2,220,098.39   sFT  0.99990670   -0 08 21.5
 DG0716;UTM  16      - 3,727,184.307   739,423.170   MT  1.00030675   +1 25 54.1
 DG0716
 DG0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0716!SPC GA W     -   0.99995802  x   0.99990670  =   0.99986472
 DG0716!UTM  16      -   0.99995802  x   1.00030675  =   1.00026476
 DG0716
 DG0716                          SUPERSEDED SURVEY CONTROL
 DG0716
 DG0716  NAD 83(1986)-  33 39 27.39236(N)    084 25 04.90526(W) AD(       ) 2
 DG0716  NAD 27      -  33 39 27.00409(N)    084 25 05.16557(W) AD(       ) 2
 DG0716  NGVD 29 (??/??/92)  296.773  (m)          973.66   (f) ADJ UNCH    1 2
 DG0716
 DG0716.Superseded values are not recommended for survey control.
 DG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0716.See file dsdata.txt to determine how the superseded data were derived.
 DG0716
 DG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3942327184(NAD 83)
 DG0716_MARKER: DD = SURVEY DISK
 DG0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0716_STAMPING: BV 060 224 AZ 1
 DG0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0716+STABILITY: SURFACE MOTION
 DG0716
 DG0716  HISTORY     - Date     Condition        Report By
 DG0716  HISTORY     - UNK      MONUMENTED       GAHD
 DG0716  HISTORY     - 1973     GOOD             NGS
 DG0716
 DG0716                          STATION DESCRIPTION
 DG0716
 DG0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0716'AT HAPEVILLE.
 DG0716'A GEORGIA STATE HIGHWAY DEPARTMENT DISK IN THE GRASSY MEDIAN
 DG0716'STRIP OF CLARK HOWELL HWY.  ABOUT .50 MILES SOUTHWEST FROM THE
 DG0716'CENTRAL OF GEORGIA RAILROAD DEPOT AT HAPEVILLE, 313 FEET EAST
 DG0716'OF THE CENTERLINE OF THE INTERSECTION OF RAINEY AVE. AND CLARK
 DG0716'HOWELL HWY., 64.0 FEET NORTH OF A FIRE HYDRANT ON THE SOUTH
 DG0716'CURB OF CLARK HOWELL HWY., 25.8 FEET SOUTHEAST OF A MANHOLE
 DG0716'COVER OF A DROP INLET ON THE SOUTH EDGE OF THE NORTH LANE OF
 DG0716'CLARK HOWELL HWY., AND 5.2 FEET NORTH OF THE NORTH CURB OF ITS
 DG0716'SOUTH LANE.  THE DISK IS FLUSH WITH THE GROUND IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0682 ***********************************************************************
 DG0682  DESIGNATION -  BV 060 47
 DG0682  PID         -  DG0682
 DG0682  STATE/COUNTY-  GA/FULTON
 DG0682  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0682
 DG0682                         *CURRENT SURVEY CONTROL
 DG0682  ___________________________________________________________________
 DG0682* NAD 83(1986)-  33 48 08.     (N)    084 24 29.     (W)     SCALED    
 DG0682* NAVD 88     -       276.954  (meters)     908.64   (feet)  ADJUSTED  
 DG0682  ___________________________________________________________________
 DG0682  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG0682  DYNAMIC HT  -         276.647 (meters)     907.63  (feet)  COMP
 DG0682  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DG0682
 DG0682  VERT ORDER  -  FIRST     CLASS II
 DG0682
 DG0682.The horizontal coordinates were scaled from a topographic map and have
 DG0682.an estimated accuracy of +/- 6 seconds.
 DG0682
 DG0682.The orthometric height was determined by differential leveling
 DG0682.and adjusted by the National Geodetic Survey in June 1991..
 DG0682
 DG0682.The geoid height was determined by GEOID03.
 DG0682
 DG0682.The dynamic height is computed by dividing the NAVD 88
 DG0682.geopotential number by the normal gravity value computed on the
 DG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0682.degrees latitude (g = 980.6199 gals.).
 DG0682
 DG0682.The modeled gravity was interpolated from observed gravity values.
 DG0682
 DG0682;                    North         East    Units  Estimated Accuracy
 DG0682;SPC GA W     -   421,590.      677,650.      MT  (+/- 180 meters Scaled)
 DG0682
 DG0682                          SUPERSEDED SURVEY CONTROL
 DG0682
 DG0682  NGVD 29 (??/??/92)  276.879  (m)          908.39   (f) ADJ UNCH    1 2
 DG0682
 DG0682.Superseded values are not recommended for survey control.
 DG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0682.See file dsdata.txt to determine how the superseded data were derived.
 DG0682
 DG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC399432(NAD 83)
 DG0682_MARKER: DD = SURVEY DISK
 DG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0682_STAMPING: BV 060 47
 DG0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0682+STABILITY: SURFACE MOTION
 DG0682
 DG0682  HISTORY     - Date     Condition        Report By
 DG0682  HISTORY     - UNK      MONUMENTED       GAHD
 DG0682  HISTORY     - 1973     GOOD             NGS
 DG0682
 DG0682                          STATION DESCRIPTION
 DG0682
 DG0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0682'AT ATLANTA.
 DG0682'A GEORGIA STATE HIGHWAY DEPARTMENT DISK IN A GRASSY AREA ON THE
 DG0682'EAST SIDE OF THE NORTHSIDE DRIVE BRIDGE CROSSING OVER I-75.
 DG0682'ABOUT 3.45 MILES NORTH-NORTHWEST FROM DOWNTOWN FIVE POINTS, 95.5
 DG0682'FEET SOUTH OF CENTERLINE OF I-75 MEASURED ALONG CONCRETE ABUTMENT
 DG0682'ON EAST SIDE OF NORTHSIDE DR., 8.2 FEET EAST OF EAST CURB OF
 DG0682'NORTHSIDE DR., 4.4 FEET SOUTH OF SOUTH END OF THE CONCRETE
 DG0682'ABUTMENT.  THE DISK IS SET FLUSH WITH THE GROUND IN TOP OF
 DG0682'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0683 ***********************************************************************
 DG0683  DESIGNATION -  BV 060 48
 DG0683  PID         -  DG0683
 DG0683  STATE/COUNTY-  GA/FULTON
 DG0683  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0683
 DG0683                         *CURRENT SURVEY CONTROL
 DG0683  ___________________________________________________________________
 DG0683* NAD 83(1994)-  33 48 19.89310(N)    084 24 47.75785(W)     ADJUSTED  
 DG0683* NAVD 88     -       284.695  (meters)     934.04   (feet)  ADJUSTED  
 DG0683  ___________________________________________________________________
 DG0683  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DG0683  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG0683  DYNAMIC HT  -         284.380 (meters)     933.00  (feet)  COMP
 DG0683  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DG0683
 DG0683  HORZ ORDER  -  SECOND
 DG0683  VERT ORDER  -  FIRST     CLASS II
 DG0683
 DG0683.The horizontal coordinates were established by classical geodetic methods
 DG0683.and adjusted by the National Geodetic Survey in September 1997..
 DG0683
 DG0683.The orthometric height was determined by differential leveling
 DG0683.and adjusted by the National Geodetic Survey in June 1991..
 DG0683
 DG0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0683
 DG0683.The geoid height was determined by GEOID03.
 DG0683
 DG0683.The dynamic height is computed by dividing the NAVD 88
 DG0683.geopotential number by the normal gravity value computed on the
 DG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0683.degrees latitude (g = 980.6199 gals.).
 DG0683
 DG0683.The modeled gravity was interpolated from observed gravity values.
 DG0683
 DG0683;                    North         East     Units Scale Factor Converg.
 DG0683;SPC GA W     -   421,961.989   677,168.437   MT  0.99990642   -0 08 13.9
 DG0683;SPC GA W     - 1,384,386.96  2,221,676.78   sFT  0.99990642   -0 08 13.9
 DG0683;UTM  16      - 3,743,602.021   739,453.496   MT  1.00030691   +1 26 23.6
 DG0683
 DG0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0683!SPC GA W     -   0.99995995  x   0.99990642  =   0.99986637
 DG0683!UTM  16      -   0.99995995  x   1.00030691  =   1.00026684
 DG0683
 DG0683:                Primary Azimuth Mark                     Grid Az
 DG0683:SPC GA W     -  COLONY SQUARE                            126 18 58.5
 DG0683:UTM  16      -  COLONY SQUARE                            124 44 21.0
 DG0683
 DG0683|---------------------------------------------------------------------|
 DG0683| PID    Reference Object                     Distance      Geod. Az  |
 DG0683|                                                           dddmmss.s |
 DG0683| DG2801 COLONY SQUARE                       APPROX. 3.5 KM 1261044.6 |
 DG0683| DG0681 NW 11                               260.541 METERS 12726     |
 DG0683| CZ3024 BV 060 48 RM 2                       53.703 METERS 31454     |
 DG0683| CZ3023 BV 060 48 RM 1                       24.225 METERS 31454     |
 DG0683|---------------------------------------------------------------------|
 DG0683
 DG0683                          SUPERSEDED SURVEY CONTROL
 DG0683
 DG0683  NAD 83(1986)-  33 48 19.89895(N)    084 24 47.75874(W) AD(       ) 2
 DG0683  NAD 27      -  33 48 19.52036(N)    084 24 48.02231(W) AD(       ) 2
 DG0683  NGVD 29 (??/??/92)  284.619  (m)          933.79   (f) ADJ UNCH    1 2
 DG0683
 DG0683.Superseded values are not recommended for survey control.
 DG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0683.See file dsdata.txt to determine how the superseded data were derived.
 DG0683
 DG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3945343602(NAD 83)
 DG0683_MARKER: DD = SURVEY DISK
 DG0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0683_STAMPING: BV 060 48
 DG0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0683+STABILITY: SURFACE MOTION
 DG0683
 DG0683  HISTORY     - Date     Condition        Report By
 DG0683  HISTORY     - UNK      MONUMENTED       GAHD
 DG0683  HISTORY     - 1973     GOOD             MARTA
 DG0683  HISTORY     - 1973     GOOD             NGS
 DG0683
 DG0683                          STATION DESCRIPTION
 DG0683
 DG0683'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0683'FOUND A STANDARD DEPARTMENT OF TRANSPORTATION CONCRETE MONUMENT
 DG0683'ON THE WEST SIDE OF HOWELL MILL ROAD 10.5 FT NORTH OF THE NORTH
 DG0683'END OF A CONCRETE BRIDGE CROSSING OVER HWY. I-75 NORTHBOUND, 10
 DG0683'FT EAST TO W. CURBLINE OF HOWELL MILL RD., 17.2 FT TO THE S. EDGE
 DG0683'ENTRANCE RAMP TO NORTHBOUND LANE OF HWY. I-75.
 DG0683
 DG0683                          STATION RECOVERY (1973)
 DG0683
 DG0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0683'AT ATLANTA.
 DG0683'A STANDARD GEORGIA DEPARTMENT OF TRANSPORTATION MARK ON THE WEST
 DG0683'SIDE OF HOWELL MILL ROAD AT THE I-75 INTERCHANGE.  ABOUT 3.8
 DG0683'MILES NORTH-NORTHWEST OF DOWNTOWN FIVE POINTS, 17.2 FEET SOUTH OF
 DG0683'THE SOUTH EDGE OF ENTRANCE RAMP TO I-75 NORTHBOUND, 10.5 FEET
 DG0683'NORTH OF NORTH END OF HOWELL MILL BRIDGE OVER I-75, 10 FEET WEST
 DG0683'OF WEST CURB OF HOWELL MILL ROAD.  DISK SET IN THE TOP OF CONCRETE
 DG0683'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0341 ***********************************************************************
 DG0341  DESIGNATION -  BV 060 91
 DG0341  PID         -  DG0341
 DG0341  STATE/COUNTY-  GA/FULTON
 DG0341  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0341
 DG0341                         *CURRENT SURVEY CONTROL
 DG0341  ___________________________________________________________________
 DG0341* NAD 83(1986)-  33 45 18.     (N)    084 28 58.     (W)     SCALED    
 DG0341* NAVD 88     -       281.564  (meters)     923.76   (feet)  ADJUSTED  
 DG0341  ___________________________________________________________________
 DG0341  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0341  DYNAMIC HT  -         281.250 (meters)     922.73  (feet)  COMP
 DG0341  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 DG0341
 DG0341  VERT ORDER  -  FIRST     CLASS II
 DG0341
 DG0341.The horizontal coordinates were scaled from a topographic map and have
 DG0341.an estimated accuracy of +/- 6 seconds.
 DG0341
 DG0341.The orthometric height was determined by differential leveling
 DG0341.and adjusted by the National Geodetic Survey in June 1991..
 DG0341
 DG0341.The geoid height was determined by GEOID03.
 DG0341
 DG0341.The dynamic height is computed by dividing the NAVD 88
 DG0341.geopotential number by the normal gravity value computed on the
 DG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0341.degrees latitude (g = 980.6199 gals.).
 DG0341
 DG0341.The modeled gravity was interpolated from observed gravity values.
 DG0341
 DG0341;                    North         East    Units  Estimated Accuracy
 DG0341;SPC GA W     -   416,380.      670,720.      MT  (+/- 180 meters Scaled)
 DG0341
 DG0341                          SUPERSEDED SURVEY CONTROL
 DG0341
 DG0341  NGVD 29 (??/??/92)  281.488  (m)          923.52   (f) ADJ UNCH    1 2
 DG0341
 DG0341.Superseded values are not recommended for survey control.
 DG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0341.See file dsdata.txt to determine how the superseded data were derived.
 DG0341
 DG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC331378(NAD 83)
 DG0341_MARKER: DD = SURVEY DISK
 DG0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0341_STAMPING: BV 060 91
 DG0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0341+STABILITY: SURFACE MOTION
 DG0341
 DG0341  HISTORY     - Date     Condition        Report By
 DG0341  HISTORY     - UNK      MONUMENTED       GAHD
 DG0341  HISTORY     - 1973     GOOD             NGS
 DG0341
 DG0341                          STATION DESCRIPTION
 DG0341
 DG0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DG0341'AT ATLANTA.
 DG0341'A GEORGIA STATE HIGHWAY DEPARTMENT DISK WEST OF LINKWOOD RD.,
 DG0341'JUST NORTH OF THE SEABOARD COAST LINE RAILROAD TRACKS, ABOUT
 DG0341'5.3 MILES WEST FROM DOWNTOWN FIVE POINTS, 188 FEET EAST OF THE
 DG0341'FIRST RAILROAD SWITCH WEST OF LINKWOOD RD, 11.5 FEET SOUTHEAST
 DG0341'OF THE THIRD TELEPHONE POLE WEST OF LINKWOOD RD, 10.1 FEET NORTH
 DG0341'OF THE NORTHERNMOST RAIL.  THE DISK IS SET ATOP A CONCRETE POST
 DG0341'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1857 ***********************************************************************
 EE1857  DESIGNATION -  BV 061 200 GAHD 1972
 EE1857  PID         -  EE1857
 EE1857  STATE/COUNTY-  GA/GILMER
 EE1857  USGS QUAD   -  CRANDALL (1971)
 EE1857
 EE1857                         *CURRENT SURVEY CONTROL
 EE1857  ___________________________________________________________________
 EE1857* NAD 83(1994)-  34 47 06.68294(N)    084 37 36.74104(W)     ADJUSTED  
 EE1857* NAVD 88     -       739.6    (meters)    2427.     (feet)  VERTCON   
 EE1857  ___________________________________________________________________
 EE1857  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 EE1857  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE1857
 EE1857  HORZ ORDER  -  SECOND
 EE1857
 EE1857.The horizontal coordinates were established by classical geodetic methods
 EE1857.and adjusted by the National Geodetic Survey in September 1997..
 EE1857
 EE1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1857
 EE1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1857
 EE1857.The geoid height was determined by GEOID03.
 EE1857
 EE1857;                    North         East     Units Scale Factor Converg.
 EE1857;SPC GA W     -   530,692.181   657,883.209   MT  0.99992186   -0 15 45.2
 EE1857;SPC GA W     - 1,741,112.60  2,158,405.16   sFT  0.99992186   -0 15 45.2
 EE1857;UTM  16      - 3,851,788.146   717,138.062   MT  1.00018115   +1 21 15.8
 EE1857
 EE1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1857!SPC GA W     -   0.99988848  x   0.99992186  =   0.99981034
 EE1857!UTM  16      -   0.99988848  x   1.00018115  =   1.00006961
 EE1857
 EE1857:                Primary Azimuth Mark                     Grid Az
 EE1857:SPC GA W     -  CONAS                                    335 30 58.5
 EE1857:UTM  16      -  CONAS                                    333 53 57.5
 EE1857
 EE1857|---------------------------------------------------------------------|
 EE1857| PID    Reference Object                     Distance      Geod. Az  |
 EE1857|                                                           dddmmss.s |
 EE1857| EE1858 CONAS                               APPROX. 9.4 KM 3351513.3 |
 EE1857|---------------------------------------------------------------------|
 EE1857
 EE1857                          SUPERSEDED SURVEY CONTROL
 EE1857
 EE1857  NAD 83(1994)-  34 47 06.68711(N)    084 37 36.74488(W) AD(       ) 2
 EE1857  NAD 83(1986)-  34 47 06.68734(N)    084 37 36.74477(W) AD(       ) 2
 EE1857  NAD 27      -  34 47 06.39308(N)    084 37 36.98571(W) AD(       ) 2
 EE1857  NGVD 29 (07/19/86)  739.6    (m)         2427.     (f) VERT ANG       
 EE1857
 EE1857.Superseded values are not recommended for survey control.
 EE1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1857.See file dsdata.txt to determine how the superseded data were derived.
 EE1857
 EE1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1713851788(NAD 83)
 EE1857_MARKER: DD = SURVEY DISK
 EE1857_SETTING: 0 = UNSPECIFIED SETTING
 EE1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1857
 EE1857  HISTORY     - Date     Condition        Report By
 EE1857  HISTORY     - 1972     MONUMENTED       GADT
 EE1857
 EE1857                          STATION DESCRIPTION
 EE1857
 EE1857'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1857'THE STATION IS LOCATED 8.4 MILES EAST OF CHATSWORTH, GEORGIA.  8.7
 EE1857'MILES SOUTHEAST OF CRANDALL, GEORGIA.  9.3 MILES NORTHEAST OF
 EE1857'THE INTERSECTION OF U.S. 411 AND GA. 282.
 EE1857'
 EE1857'TO REACH FROM THE INTERSECTION OF U. S. 411 AND GA. 52, PROCEED
 EE1857'EAST 12.52 MILES UP FORT MOUNTAIN TO THE ENTRANCE OF THE COHUTTA
 EE1857'OVERLOOK, PROCEED NORTH ON ENTRANCE ROAD 0.18 MILES TO THE TRAIL
 EE1857'TO THE OVERLOOK.  THE STATION IS A BRASS CAP SET IN A DRILL
 EE1857'HOLE IN THE CENTER OF THE CONCRETE OVERLOOK PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1878 ***********************************************************************
 EE1878  DESIGNATION -  BV 061 201
 EE1878  PID         -  EE1878
 EE1878  STATE/COUNTY-  GA/GILMER
 EE1878  USGS QUAD   -  WEBB (1985)
 EE1878
 EE1878                         *CURRENT SURVEY CONTROL
 EE1878  ___________________________________________________________________
 EE1878* NAD 83(1994)-  34 44 48.34140(N)    084 32 45.45657(W)     ADJUSTED  
 EE1878* NAVD 88     -       514.6    (meters)    1688.     (feet)  VERTCON   
 EE1878  ___________________________________________________________________
 EE1878  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 EE1878  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 EE1878
 EE1878  HORZ ORDER  -  SECOND
 EE1878
 EE1878.The horizontal coordinates were established by classical geodetic methods
 EE1878.and adjusted by the National Geodetic Survey in September 1997..
 EE1878
 EE1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1878
 EE1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1878
 EE1878.The geoid height was determined by GEOID03.
 EE1878
 EE1878;                    North         East     Units Scale Factor Converg.
 EE1878;SPC GA W     -   526,398.542   665,272.039   MT  0.99991486   -0 12 58.3
 EE1878;SPC GA W     - 1,727,025.88  2,182,646.68   sFT  0.99991486   -0 12 58.3
 EE1878;UTM  16      - 3,847,703.455   724,647.178   MT  1.00022205   +1 23 57.4
 EE1878
 EE1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1878!SPC GA W     -   0.99992378  x   0.99991486  =   0.99983865
 EE1878!UTM  16      -   0.99992378  x   1.00022205  =   1.00014581
 EE1878
 EE1878:                Primary Azimuth Mark                     Grid Az
 EE1878:SPC GA W     -  BV 061 201 AZ MK                         310 55 03.8
 EE1878:UTM  16      -  BV 061 201 AZ MK                         309 18 08.1
 EE1878
 EE1878|---------------------------------------------------------------------|
 EE1878| PID    Reference Object                     Distance      Geod. Az  |
 EE1878|                                                           dddmmss.s |
 EE1878| CZ4342 BV 061 201 AZ MK                                   3104205.5 |
 EE1878|---------------------------------------------------------------------|
 EE1878
 EE1878                          SUPERSEDED SURVEY CONTROL
 EE1878
 EE1878  NAD 83(1994)-  34 44 48.34599(N)    084 32 45.46039(W) AD(       ) 2
 EE1878  NAD 83(1986)-  34 44 48.34595(N)    084 32 45.46046(W) AD(       ) 2
 EE1878  NAD 27      -  34 44 48.04532(N)    084 32 45.71241(W) AD(       ) 2
 EE1878  NGVD 29 (07/19/86)  514.6    (m)         1688.     (f) VERT ANG       
 EE1878
 EE1878.Superseded values are not recommended for survey control.
 EE1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1878.See file dsdata.txt to determine how the superseded data were derived.
 EE1878
 EE1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2464747703(NAD 83)
 EE1878_MARKER: DD = SURVEY DISK
 EE1878_SETTING: 0 = UNSPECIFIED SETTING
 EE1878
 EE1878  HISTORY     - Date     Condition        Report By
 EE1878  HISTORY     - 1972     MONUMENTED       GADT
 EE1878
 EE1878                          STATION DESCRIPTION
 EE1878
 EE1878'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1878'THE STATION IS LOCATED 12.7 MILES EAST OF CHATSWORTH, GEORGIA.  14.0
 EE1878'MILES SOUTHEAST OF CRANDALL, GEORGIA.  10.1 MILES NORTHEAST
 EE1878'OF THE INTERSECTION OF GA. 282 AND U.S. 411 ON THE PROPERTY OF
 EE1878'MR. MORRIS HUDSON.
 EE1878'
 EE1878'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 52, PROCEED
 EE1878'EAST 19.07 MILES ON GA. 52 TO A DIRT DRIVE--PROCEED SOUTH ON
 EE1878'DRIVE, CROSSING A WOOD BRIDGE, TO A FORK, PROCEED LEFT ON THE
 EE1878'FORK, UP HILL, 0.8 MILE TO THE TOP OF THE HILL.  THE STATION IS
 EE1878'LOCATED ON THE LEFT.
 EE1878'
 EE1878'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE 4
 EE1878'INCHES ABOVE THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.83
 EE1878'METERS BELOW THE STATION.
 EE1878'
 EE1878'THE STATION IS LOCATED 3.3 FEET WEST OF A 5 INCH PINE TREE, 18
 EE1878'FEET NORTHEAST OF AN 8 INCH OAK TREE.  19.9 FEET EAST OF THE
 EE1878'CENTERLINE OF THE ROAD.  23.9 FEET SOUTH OF A 12 INCH OAK TREE.
 EE1878'
 EE1878'THE AZIMUTH MARK IS LOCATED NORTHWEST OF THE STATION IN THE HENRY
 EE1878'GRADY SCHOOL YARD.  16.8 FEET SOUTH OF THE SCHOOL DRIVE.  47.5 FEET
 EE1878'EAST OF A 4 INCH PINE TREE.  43.2 FEET NORTH OF THE CENTERLINE OF
 EE1878'GA. 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1879 ***********************************************************************
 EE1879  DESIGNATION -  BV 061 202
 EE1879  PID         -  EE1879
 EE1879  STATE/COUNTY-  GA/GILMER
 EE1879  USGS QUAD   -  WEBB (1985)
 EE1879
 EE1879                         *CURRENT SURVEY CONTROL
 EE1879  ___________________________________________________________________
 EE1879* NAD 83(1994)-  34 42 06.45821(N)    084 35 09.72289(W)     ADJUSTED  
 EE1879* NAVD 88     -       512.6    (meters)    1682.     (feet)  VERTCON   
 EE1879  ___________________________________________________________________
 EE1879  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 EE1879  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE1879
 EE1879  HORZ ORDER  -  SECOND
 EE1879
 EE1879.The horizontal coordinates were established by classical geodetic methods
 EE1879.and adjusted by the National Geodetic Survey in September 1997..
 EE1879
 EE1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1879
 EE1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1879
 EE1879.The geoid height was determined by GEOID03.
 EE1879
 EE1879;                    North         East     Units Scale Factor Converg.
 EE1879;SPC GA W     -   521,425.070   661,582.062   MT  0.99991819   -0 14 19.5
 EE1879;SPC GA W     - 1,710,708.75  2,170,540.48   sFT  0.99991819   -0 14 19.5
 EE1879;UTM  16      - 3,842,626.491   721,097.744   MT  1.00020256   +1 22 29.4
 EE1879
 EE1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1879!SPC GA W     -   0.99992411  x   0.99991819  =   0.99984231
 EE1879!UTM  16      -   0.99992411  x   1.00020256  =   1.00012666
 EE1879
 EE1879:                Primary Azimuth Mark                     Grid Az
 EE1879:SPC GA W     -  FLAT TOP MTN LOT                         023 42 35.8
 EE1879:UTM  16      -  FLAT TOP MTN LOT                         022 05 46.9
 EE1879
 EE1879|---------------------------------------------------------------------|
 EE1879| PID    Reference Object                     Distance      Geod. Az  |
 EE1879|                                                           dddmmss.s |
 EE1879| EE1845 FLAT TOP MTN LOT                    APPROX.18.8 KM 0232816.3 |
 EE1879|---------------------------------------------------------------------|
 EE1879
 EE1879                          SUPERSEDED SURVEY CONTROL
 EE1879
 EE1879  NAD 83(1994)-  34 42 06.46258(N)    084 35 09.72638(W) AD(       ) 2
 EE1879  NAD 83(1986)-  34 42 06.46238(N)    084 35 09.72628(W) AD(       ) 2
 EE1879  NAD 27      -  34 42 06.15962(N)    084 35 09.97657(W) AD(       ) 2
 EE1879  NGVD 29 (07/19/86)  512.6    (m)         1682.     (f) VERT ANG       
 EE1879
 EE1879.Superseded values are not recommended for survey control.
 EE1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1879.See file dsdata.txt to determine how the superseded data were derived.
 EE1879
 EE1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2109842626(NAD 83)
 EE1879_MARKER: DD = SURVEY DISK
 EE1879_SETTING: 0 = UNSPECIFIED SETTING
 EE1879
 EE1879  HISTORY     - Date     Condition        Report By
 EE1879  HISTORY     - 1972     MONUMENTED       GADT
 EE1879
 EE1879                          STATION DESCRIPTION
 EE1879
 EE1879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1879'THE STATION IS LOCATED 11.2 MILES SOUTHEAST OF CHATSWORTH,
 EE1879'GEORGIA.  7.0 MILES NORTHEAST OF THE INTERSECTION OF U.S. 411 AND
 EE1879'GA 282.  9.6 MILES NORTHEAST OF THE INTERSECTION OF U.S. 411 AND
 EE1879'GA 156 ON THE PROPERTY OF MR. THOMAS L. PENLAND.
 EE1879'
 EE1879'TO REACH FROM THE INTERSECTION OF GA 52 AND U.S. 411, PROCEED
 EE1879'SOUTH (ALONG U.S. 411) 7.55 MILES TO THE INTERSECTION OF GA 282 TO
 EE1879'THE LEFT.  TURN LEFT, EAST, ON GA 282 AND GO 9.3 MILES TO THE
 EE1879'INTERSECTION OF GILMER COUNTY ROAD 51 TO THE LEFT.  TURN LEFT,
 EE1879'NORTH, ON COUNTY ROAD 51 AND GO 0.70 MILE TO A FORK.  BEAR RIGHT
 EE1879'AT THE FORK AND GO 0.03 MILE TO THE STATION ON THE RIGHT.
 EE1879'
 EE1879'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1879'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.75 METERS
 EE1879'BELOW THE STATION.  THE STATION IS LOCATED 72.0 FEET WEST OF THE
 EE1879'CENTERLINE OF COUNTY ROAD 51.  148.9 FEET SOUTHWEST OF AN 8 INCH
 EE1879'PINE TREE.  101.7 FEET NORTHWEST OF A 3 INCH PINE TREE.
 EE1879'
 EE1879'THE AZIMUTH MARK IS LOCATED NORTHWEST OF THE STATION ACROSS THE
 EE1879'FIELD.  4.5 FEET SOUTHWEST OF A POWER POLE.  14.7 FEET EAST OF THE
 EE1879'CENTERLINE OF THE COUNTY ROAD.  41.4 FEET NORTHEAST OF A 3 INCH
 EE1879'APPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1578 ***********************************************************************
 EE1578  DESIGNATION -  BV 061 203
 EE1578  PID         -  EE1578
 EE1578  STATE/COUNTY-  GA/GILMER
 EE1578  USGS QUAD   -  ELLIJAY (1971)
 EE1578
 EE1578                         *CURRENT SURVEY CONTROL
 EE1578  ___________________________________________________________________
 EE1578* NAD 83(1994)-  34 41 26.60254(N)    084 28 22.59538(W)     ADJUSTED  
 EE1578* NAVD 88     -       459.1    (meters)    1506.     (feet)  VERTCON   
 EE1578  ___________________________________________________________________
 EE1578  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 EE1578  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE1578
 EE1578  HORZ ORDER  -  SECOND
 EE1578
 EE1578.The horizontal coordinates were established by classical geodetic methods
 EE1578.and adjusted by the National Geodetic Survey in September 1997..
 EE1578
 EE1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1578
 EE1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1578
 EE1578.The geoid height was determined by GEOID03.
 EE1578
 EE1578;                    North         East     Units Scale Factor Converg.
 EE1578;SPC GA W     -   520,159.673   671,938.546   MT  0.99990970   -0 10 27.5
 EE1578;SPC GA W     - 1,706,557.19  2,204,518.38   sFT  0.99990970   -0 10 27.5
 EE1578;UTM  16      - 3,841,652.879   731,489.049   MT  1.00026053   +1 26 20.1
 EE1578
 EE1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1578!SPC GA W     -   0.99993250  x   0.99990970  =   0.99984220
 EE1578!UTM  16      -   0.99993250  x   1.00026053  =   1.00019301
 EE1578
 EE1578:                Primary Azimuth Mark                     Grid Az
 EE1578:SPC GA W     -  BV 061 203 AZ MK                         298 42 32.6
 EE1578:UTM  16      -  BV 061 203 AZ MK                         297 05 45.0
 EE1578
 EE1578|---------------------------------------------------------------------|
 EE1578| PID    Reference Object                     Distance      Geod. Az  |
 EE1578|                                                           dddmmss.s |
 EE1578| CZ4344 BV 061 203 AZ MK                                   2983205.1 |
 EE1578|---------------------------------------------------------------------|
 EE1578
 EE1578                          SUPERSEDED SURVEY CONTROL
 EE1578
 EE1578  NAD 83(1986)-  34 41 26.60771(N)    084 28 22.59907(W) AD(       ) 2
 EE1578  NAD 27      -  34 41 26.30091(N)    084 28 22.85906(W) AD(       ) 2
 EE1578  NGVD 29 (07/19/86)  459.1    (m)         1506.     (f) VERT ANG       
 EE1578
 EE1578.Superseded values are not recommended for survey control.
 EE1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1578.See file dsdata.txt to determine how the superseded data were derived.
 EE1578
 EE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3148941653(NAD 83)
 EE1578_MARKER: DD = SURVEY DISK
 EE1578_SETTING: 0 = UNSPECIFIED SETTING
 EE1578
 EE1578  HISTORY     - Date     Condition        Report By
 EE1578  HISTORY     - 1972     MONUMENTED       GADT
 EE1578
 EE1578                          STATION DESCRIPTION
 EE1578
 EE1578'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1578'THE STATION IS LOCATED 0.7 MILE EAST OF THE INTERSECTION OF GA 5
 EE1578'AND GA 52 IN ELLIJAY.  14.6 MILES SOUTHWEST OF BLUE RIDGE,
 EE1578'GEORGIA.  7.0 MILES NORTHWEST OF THE INTERSECTION OF GA 52 AND
 EE1578'GA. 108.
 EE1578'
 EE1578'TO REACH FROM THE COURTHOUSE IN ELLIJAY, GEORGIA, PROCEED EAST
 EE1578'0.45 MILE ON GA 52 TO A PAVED CITY STREET, PROCEED NORTHEAST ON
 EE1578'CITY STREET 0.10 MILE TO ANOTHER PAVED STREET, PROCEED LEFT ON
 EE1578'PAVED STREET 0.51 MILE TO THE STATION ON THE RIGHT.
 EE1578'
 EE1578'THE STATION IS LOCATED IN A YARD ON A HILL OVERLOOKING
 EE1578'ELLIJAY.  THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1578'FLUSH WITH THE GROUND.
 EE1578'
 EE1578'THE STATION IS LOCATED 38.5 FEET EAST OF THE CENTERLINE OF THE
 EE1578'PAVED CITY STREET.  27.8 FEET WEST OF THE NORTH CORNER OF THE
 EE1578'HOUSE.  44.2 FEET NORTH OF A SIDEWALK.  4 FEET SOUTHWEST OF A 4
 EE1578'INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1881 ***********************************************************************
 EE1881  FBN         -  This is a Federal Base Network Control Station.
 EE1881  DESIGNATION -  BV 061 204
 EE1881  PID         -  EE1881
 EE1881  STATE/COUNTY-  GA/GILMER
 EE1881  USGS QUAD   -  WEBB (1985)
 EE1881
 EE1881                         *CURRENT SURVEY CONTROL
 EE1881  ___________________________________________________________________
 EE1881* NAD 83(1994)-  34 37 55.61594(N)    084 31 31.37017(W)     ADJUSTED  
 EE1881* NAVD 88     -       459.1    (meters)    1506.     (feet)  GPS OBS   
 EE1881  ___________________________________________________________________
 EE1881  X           -     501,264.682 (meters)                     COMP
 EE1881  Y           -  -5,230,115.820 (meters)                     COMP
 EE1881  Z           -   3,604,605.064 (meters)                     COMP
 EE1881  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 EE1881  ELLIP HEIGHT-         430.00  (meters)          (09/21/99) GPS OBS
 EE1881  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE1881
 EE1881  HORZ ORDER  -  A
 EE1881  ELLP ORDER  -  THIRD     CLASS I
 EE1881
 EE1881.The horizontal coordinates were established by GPS observations
 EE1881.and adjusted by the National Geodetic Survey in September 1999..
 EE1881
 EE1881.The orthometric height was determined by GPS observations and a
 EE1881.high-resolution geoid model.
 EE1881
 EE1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1881
 EE1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1881
 EE1881.The ellipsoidal height was determined by GPS observations
 EE1881.and is referenced to NAD 83.
 EE1881
 EE1881.The geoid height was determined by GEOID03.
 EE1881
 EE1881;                    North         East     Units Scale Factor Converg.
 EE1881;SPC GA W     -   513,674.571   667,110.990   MT  0.99991333   -0 12 13.9
 EE1881;SPC GA W     - 1,685,280.66  2,188,679.97   sFT  0.99991333   -0 12 13.9
 EE1881;UTM  16      - 3,835,032.315   726,844.278   MT  1.00023430   +1 24 25.0
 EE1881
 EE1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1881!SPC GA W     -   0.99993251  x   0.99991333  =   0.99984584
 EE1881!UTM  16      -   0.99993251  x   1.00023430  =   1.00016679
 EE1881
 EE1881:                Primary Azimuth Mark                     Grid Az
 EE1881:SPC GA W     -  TALONA RESET                             093 34 21.2
 EE1881:UTM  16      -  TALONA RESET                             091 57 42.3
 EE1881
 EE1881|---------------------------------------------------------------------|
 EE1881| PID    Reference Object                     Distance      Geod. Az  |
 EE1881|                                                           dddmmss.s |
 EE1881| AA3389 TALONA RESET                        APPROX. 3.1 KM 0932207.3 |
 EE1881|---------------------------------------------------------------------|
 EE1881
 EE1881                          SUPERSEDED SURVEY CONTROL
 EE1881
 EE1881  NAD 83(1994)-  34 37 55.61516(N)    084 31 31.36880(W) AD(       ) B
 EE1881  ELLIP H (03/09/95)  430.02   (m)                       GP(       ) 1 1
 EE1881  NAD 83(1994)-  34 37 55.62049(N)    084 31 31.37279(W) AD(       ) 2
 EE1881  NAD 83(1986)-  34 37 55.62053(N)    084 31 31.37274(W) AD(       ) 2
 EE1881  NAD 27      -  34 37 55.30961(N)    084 31 31.62736(W) AD(       ) 2
 EE1881  NGVD 29 (07/19/86)  459.3    (m)         1507.     (f) VERT ANG       
 EE1881
 EE1881.Superseded values are not recommended for survey control.
 EE1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1881.See file dsdata.txt to determine how the superseded data were derived.
 EE1881
 EE1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2684435032(NAD 83)
 EE1881_MARKER: DD = SURVEY DISK
 EE1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1881_STAMPING: 061-204
 EE1881_MARK LOGO: GAHD  
 EE1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1881+STABILITY: SURFACE MOTION
 EE1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1881+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 EE1881
 EE1881  HISTORY     - Date     Condition        Report By
 EE1881  HISTORY     - 1972     MONUMENTED       GADT
 EE1881  HISTORY     - 19940412 GOOD             GADT
 EE1881  HISTORY     - 19980402 GOOD             GADT
 EE1881  HISTORY     - 20010601 GOOD             NGS
 EE1881  HISTORY     - 20030818 GOOD             GADT
 EE1881  HISTORY     - 20050608 GOOD             EGPSSO
 EE1881
 EE1881                          STATION DESCRIPTION
 EE1881
 EE1881'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1881'THE STATION IS LOCATED 5.0 MILES SOUTHWEST OF THE INTERSECTION OF
 EE1881'GA. 5 AND GA. 52.  8.3 MILES WEST OF THE INTERSECTION OF GA. 5 AND
 EE1881'GA. 136.
 EE1881'
 EE1881'TO REACH FROM THE INTERSECTION OF GA. 282 AND GA. 5, PROCEED SOUTH
 EE1881'ON GA. 5 FOR 3.25 MILES TO COUNTY ROAD S1004, PROCEED WEST 0.85
 EE1881'MILE ON THE COUNTY ROAD TO COUNTY ROAD 79, PROCEED SOUTH 0.60
 EE1881'MILE ON COUNTY ROAD 79 TO THE GILMER COUNTY AIRPORT ENTRANCE.
 EE1881'
 EE1881'THE STATION IS LOCATED ON THE RIGHT AT THE AIRPORT ENTRANCE.  THE
 EE1881'STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH WITH
 EE1881'THE GROUND.  AN UNDER GROUND MARK HAS BEEN SET 0.78 METERS BELOW
 EE1881'THE STATION.  THE STATION IS LOCATED 69.3 FEET SOUTH OF A POWER
 EE1881'POLE.  9.8 FEET EAST OF A FENCE.  24.0 FEET WEST OF THE
 EE1881'CENTERLINE OF AIRPORT ROAD.  113.6 FEET SOUTHWEST OF A WEATHER
 EE1881'VANE.
 EE1881
 EE1881                          STATION RECOVERY (1994)
 EE1881
 EE1881'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE1881'THE STATION IS LOCATED 8.3 MI (13.4 KM) WEST OF THE INTERSECTION OF
 EE1881'STATE HIGHWAYS 5 AND 136, 5.0 MI (8.0 KM) SOUTHWEST OF THE
 EE1881'INTERSECTION OF STATE HIGHWAYS 5 AND 52. TO REACH THE STATION FROM THE
 EE1881'INTERSECTION OF STATE HIGHWAYS 5 AND 282, GO SOUTH ON STATE HIGHWAY 5
 EE1881'FOR 3.25 MI (5.23 KM) TO COUNTY ROAD S1004, TURN RIGHT AND GO WEST ON
 EE1881'COUNTY ROAD S1004 FOR 0.85 MI (1.37 KM) TO COUNTY ROAD 79, TURN LEFT
 EE1881'AND GO SOUTH 0.60 MI (0.97 KM) ON COUNTY RFOAD 79 TO GILMER COUNTY
 EE1881'AIRPORT ENTRANCE. THE STATION IS FLUSH WITH THE GROUND.  LOCATED 113.6
 EE1881'FT (34.6 M) SOUTHWEST OF A WEATHER VAINE, 69.3 FT (21.1 M) SOUTH OF A
 EE1881'POWER POLE, 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF AIRPORT ROAD AND
 EE1881'9.8 FT (3.0 M) EAST OF A FENCE.
 EE1881
 EE1881                          STATION RECOVERY (1998)
 EE1881
 EE1881'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1998
 EE1881'RECOVERED AS DESCRIBED.
 EE1881
 EE1881                          STATION RECOVERY (2001)
 EE1881
 EE1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 EE1881'RECOVERED AS DESCRIBED.
 EE1881' 
 EE1881'
 EE1881
 EE1881                          STATION RECOVERY (2003)
 EE1881
 EE1881'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1881'RECOVERED IN GOOD CONDITION.
 EE1881
 EE1881                          STATION RECOVERY (2005)
 EE1881
 EE1881'RECOVERY NOTE BY EGPS SOLUTIONS LLC 2005 (LBS)
 EE1881'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1577 ***********************************************************************
 EE1577  DESIGNATION -  BV 061 205 GAHD 1972
 EE1577  PID         -  EE1577
 EE1577  STATE/COUNTY-  GA/GILMER
 EE1577  USGS QUAD   -  ELLIJAY (1971)
 EE1577
 EE1577                         *CURRENT SURVEY CONTROL
 EE1577  ___________________________________________________________________
 EE1577* NAD 83(1994)-  34 41 50.79070(N)    084 29 06.36669(W)     ADJUSTED  
 EE1577* NAVD 88     -       435.6    (meters)    1429.     (feet)  VERTCON   
 EE1577  ___________________________________________________________________
 EE1577  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 EE1577  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE1577
 EE1577  HORZ ORDER  -  SECOND
 EE1577
 EE1577.The horizontal coordinates were established by classical geodetic methods
 EE1577.and adjusted by the National Geodetic Survey in September 1997..
 EE1577
 EE1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1577
 EE1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1577
 EE1577.The geoid height was determined by GEOID03.
 EE1577
 EE1577;                    North         East     Units Scale Factor Converg.
 EE1577;SPC GA W     -   520,908.423   670,826.904   MT  0.99991049   -0 10 52.6
 EE1577;SPC GA W     - 1,709,013.72  2,200,871.27   sFT  0.99991049   -0 10 52.6
 EE1577;UTM  16      - 3,842,370.284   730,356.374   MT  1.00025408   +1 25 56.0
 EE1577
 EE1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1577!SPC GA W     -   0.99993618  x   0.99991049  =   0.99984668
 EE1577!UTM  16      -   0.99993618  x   1.00025408  =   1.00019025
 EE1577
 EE1577:                Primary Azimuth Mark                     Grid Az
 EE1577:SPC GA W     -  BV 061 203                               123 57 44.7
 EE1577:UTM  16      -  BV 061 203                               122 20 56.1
 EE1577
 EE1577|---------------------------------------------------------------------|
 EE1577| PID    Reference Object                     Distance      Geod. Az  |
 EE1577|                                                           dddmmss.s |
 EE1577| EE1578 BV 061 203                          APPROX. 1.3 KM 1234652.1 |
 EE1577|---------------------------------------------------------------------|
 EE1577
 EE1577                          SUPERSEDED SURVEY CONTROL
 EE1577
 EE1577  NAD 83(1986)-  34 41 50.79587(N)    084 29 06.37044(W) AD(       ) 2
 EE1577  NAD 27      -  34 41 50.48975(N)    084 29 06.62904(W) AD(       ) 2
 EE1577  NGVD 29 (07/19/86)  435.6    (m)         1429.     (f) VERT ANG       
 EE1577
 EE1577.Superseded values are not recommended for survey control.
 EE1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1577.See file dsdata.txt to determine how the superseded data were derived.
 EE1577
 EE1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3035642370(NAD 83)
 EE1577_MARKER: DD = SURVEY DISK
 EE1577_SETTING: 0 = UNSPECIFIED SETTING
 EE1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1577
 EE1577  HISTORY     - Date     Condition        Report By
 EE1577  HISTORY     - 1972     MONUMENTED       GADT
 EE1577
 EE1577                          STATION DESCRIPTION
 EE1577
 EE1577'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1577'THE STATION IS LOCATED 0.6 MILE NORTHWEST OF THE INTERSECTION OF
 EE1577'GA. 52 AND GA. 5.  14.6 MILES SOUTHWEST OF BLUE RIDGE, GEORGIA.  1.4
 EE1577'MILES NORTH OF THE INTERSECTION OF GA 5 AND GA 282.
 EE1577'
 EE1577'TO REACH FROM THE NORTHSIDE OF THE COURTHOUSE IN ELLIJAY, GEORGIA
 EE1577'PROCEED EAST ON CARBIN STREET 0.20 MILE TO SEMINARY STREET.  PROCEED
 EE1577'NORTH ON SEMINARY STREET 0.14 MILE TO A DRIVEWAY.
 EE1577'
 EE1577'THE STATION IS LOCATED IN THE FRONT OF THE HOUSE OVERLOOKING
 EE1577'ELLIJAY.
 EE1577'
 EE1577'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1577'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.83 METERS
 EE1577'BELOW THE STATION.  THE STATION IS LOCATED 4.9 FEET SOUTH OF A 36
 EE1577'INCH OAK TREE.  16.3 FEET NORTHEAST OF THE CORNER OF THE
 EE1577'HOUSE.  52.6 FEET SOUTHEAST OF A SWEET GUM TREE.  27.4 FEET
 EE1577'SOUTHEAST OF A SCREEN PORCH FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1576 ***********************************************************************
 EE1576  DESIGNATION -  BV 061 206 GAHD 1972
 EE1576  PID         -  EE1576
 EE1576  STATE/COUNTY-  GA/GILMER
 EE1576  USGS QUAD   -  ELLIJAY (1971)
 EE1576
 EE1576                         *CURRENT SURVEY CONTROL
 EE1576  ___________________________________________________________________
 EE1576* NAD 83(1994)-  34 40 54.64620(N)    084 29 06.98237(W)     ADJUSTED  
 EE1576* NAVD 88     -       441.7    (meters)    1449.     (feet)  VERTCON   
 EE1576  ___________________________________________________________________
 EE1576  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 EE1576  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE1576
 EE1576  HORZ ORDER  -  SECOND
 EE1576
 EE1576.The horizontal coordinates were established by classical geodetic methods
 EE1576.and adjusted by the National Geodetic Survey in September 1997..
 EE1576
 EE1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1576
 EE1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1576
 EE1576.The geoid height was determined by GEOID03.
 EE1576
 EE1576;                    North         East     Units Scale Factor Converg.
 EE1576;SPC GA W     -   519,178.530   670,805.761   MT  0.99991050   -0 10 52.7
 EE1576;SPC GA W     - 1,703,338.23  2,200,801.90   sFT  0.99991050   -0 10 52.7
 EE1576;UTM  16      - 3,840,639.886   730,383.948   MT  1.00025424   +1 25 53.6
 EE1576
 EE1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1576!SPC GA W     -   0.99993523  x   0.99991050  =   0.99984574
 EE1576!UTM  16      -   0.99993523  x   1.00025424  =   1.00018945
 EE1576
 EE1576:                Primary Azimuth Mark                     Grid Az
 EE1576:SPC GA W     -  TALONA RESET                             185 47 27.0
 EE1576:UTM  16      -  TALONA RESET                             184 10 40.7
 EE1576
 EE1576|---------------------------------------------------------------------|
 EE1576| PID    Reference Object                     Distance      Geod. Az  |
 EE1576|                                                           dddmmss.s |
 EE1576| AA3389 TALONA RESET                        APPROX. 5.7 KM 1853634.3 |
 EE1576| EE1579 ELLIJAY CABLE TV MAST               APPROX. 3.7 KM 3483059.2 |
 EE1576|---------------------------------------------------------------------|
 EE1576
 EE1576                          SUPERSEDED SURVEY CONTROL
 EE1576
 EE1576  NAD 83(1986)-  34 40 54.65145(N)    084 29 06.98608(W) AD(       ) 2
 EE1576  NAD 27      -  34 40 54.34401(N)    084 29 07.24490(W) AD(       ) 2
 EE1576  NGVD 29 (07/19/86)  441.7    (m)         1449.     (f) VERT ANG       
 EE1576
 EE1576.Superseded values are not recommended for survey control.
 EE1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1576.See file dsdata.txt to determine how the superseded data were derived.
 EE1576
 EE1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3038440640(NAD 83)
 EE1576_MARKER: DD = SURVEY DISK
 EE1576_SETTING: 0 = UNSPECIFIED SETTING
 EE1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1576
 EE1576  HISTORY     - Date     Condition        Report By
 EE1576  HISTORY     - 1972     MONUMENTED       GADT
 EE1576
 EE1576                          STATION DESCRIPTION
 EE1576
 EE1576'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1576'THE STATION IS LOCATED 0.8 MILE SOUTH OF THE INTERSECTION OF GA. 5
 EE1576'AND GA 52.  7.2 MILES NORTHWEST OF THE INTERSECTION OF GA 52 AND
 EE1576'GA 108.  AND 11.4 MILES NORTH OF THE INTERSECTION OF GA. 136 AND
 EE1576'GA. 5.
 EE1576'
 EE1576'TO REACH FROM THE GILMER COUNTY COURTHOUSE IN ELLIJAY, GEORGIA
 EE1576'PROCEED SOUTH ON GA 5 FOR 1.07 MILES TO THE INTERSECTION OF GA 5
 EE1576'AND GA 282, PROCEED EAST ON GA 282 FOR .12 MILE TO THE INTERSECTION
 EE1576'OF GA 282 AND MADDOX DRIVE, PROCEED SOUTH ON MADDOX DRIVE 0.28
 EE1576'MILE TO A CROSSROAD, PROCEED EAST ON PAVED ROAD .03 MILE TO A
 EE1576'PAVED ROAD.  PROCEED NORTH ON PAVED ROAD 0.43 MILE TO THE
 EE1576'STATION ON THE RIGHT.
 EE1576'
 EE1576'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1576'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.71 METERS
 EE1576'BELOW THE STATION.
 EE1576'
 EE1576'THE STATION IS LOCATED IN THE LAWN OF THE ELLIJAY WATER
 EE1576'WORKS.  68.3 FEET SOUTHEAST OF A 4 INCH PINE.  132.6 FEET SOUTHWEST
 EE1576'OF A POWER POLE.  28.5 FEET EAST OF THE SOUTH CORNER OF THE WATER
 EE1576'WORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1603 ***********************************************************************
 EE1603  DESIGNATION -  BV 061 207
 EE1603  PID         -  EE1603
 EE1603  STATE/COUNTY-  GA/GILMER
 EE1603  USGS QUAD   -  CASHES VALLEY (1988)
 EE1603
 EE1603                         *CURRENT SURVEY CONTROL
 EE1603  ___________________________________________________________________
 EE1603* NAD 83(1994)-  34 46 14.00597(N)    084 29 21.10079(W)     ADJUSTED  
 EE1603* NAVD 88     -       533.     (meters)    1749.     (feet)  VERTCON   
 EE1603  ___________________________________________________________________
 EE1603  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EE1603  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE1603
 EE1603  HORZ ORDER  -  SECOND
 EE1603
 EE1603.The horizontal coordinates were established by classical geodetic methods
 EE1603.and adjusted by the National Geodetic Survey in September 1997..
 EE1603
 EE1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1603
 EE1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1603
 EE1603.The geoid height was determined by GEOID03.
 EE1603
 EE1603;                    North         East     Units Scale Factor Converg.
 EE1603;SPC GA W     -   529,019.955   670,477.957   MT  0.99991074   -0 11 02.2
 EE1603;SPC GA W     - 1,735,626.30  2,199,726.43   sFT  0.99991074   -0 11 02.2
 EE1603;UTM  16      - 3,850,471.528   729,778.763   MT  1.00025080   +1 25 57.1
 EE1603
 EE1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1603!SPC GA W     -   0.99992087  x   0.99991074  =   0.99983162
 EE1603!UTM  16      -   0.99992087  x   1.00025080  =   1.00017165
 EE1603
 EE1603:                Primary Azimuth Mark                     Grid Az
 EE1603:SPC GA W     -  BV 061 207 AZ MK                         023 52 21.9
 EE1603:UTM  16      -  BV 061 207 AZ MK                         022 15 22.6
 EE1603
 EE1603|---------------------------------------------------------------------|
 EE1603| PID    Reference Object                     Distance      Geod. Az  |
 EE1603|                                                           dddmmss.s |
 EE1603| CZ4345 BV 061 207 AZ MK                                   0234119.7 |
 EE1603|---------------------------------------------------------------------|
 EE1603
 EE1603                          SUPERSEDED SURVEY CONTROL
 EE1603
 EE1603  NAD 83(1986)-  34 46 14.01077(N)    084 29 21.10465(W) AD(       ) 2
 EE1603  NAD 27      -  34 46 13.71024(N)    084 29 21.36154(W) AD(       ) 2
 EE1603  NGVD 29 (07/19/86)  533.     (m)         1749.     (f) VERT ANG       
 EE1603
 EE1603.Superseded values are not recommended for survey control.
 EE1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1603.See file dsdata.txt to determine how the superseded data were derived.
 EE1603
 EE1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2977950472(NAD 83)
 EE1603_MARKER: DD = SURVEY DISK
 EE1603_SETTING: 0 = UNSPECIFIED SETTING
 EE1603
 EE1603  HISTORY     - Date     Condition        Report By
 EE1603  HISTORY     - 1973     MONUMENTED       GADT
 EE1603
 EE1603                          STATION DESCRIPTION
 EE1603
 EE1603'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1603'THE STATION IS LOCATED 5.5 MILES NORTH OF ELLIJAY, GEORGIA.  11.3
 EE1603'MILES SOUTHWEST OF BLUE RIDGE, GEORGIA.  AND 12.0 MILES NORTHWEST
 EE1603'OF THE INTERSECTION OF GA. 52 AND GA 108.
 EE1603'
 EE1603'TO REACH FROM THE INTERSECTION OF U.S. 76 AND GA 52, PROCEED
 EE1603'WEST ON GA 52 FOR 0.4 MILE TO THE INTERSECTION OF GA 52 AND
 EE1603'COUNTY ROAD S-1008, PROCEED NORTH ON THE COUNTY ROAD FOR 1.2
 EE1603'MILES TO THE INTERSECTION OF COUNTY ROAD S-1008 AND COUNTY ROAD
 EE1603'26, PROCEED NORTHWEST ON THE COUNTY ROAD 4.2 MILES TO THE
 EE1603'INTERSECTION OF COUNTY ROAD 26 AND COUNTY ROAD 24, CONTINUE
 EE1603'NORTHEAST ON COUNTY ROAD 24 FOR 0.75 MILE TO THE STATION ON THE
 EE1603'LEFT.
 EE1603'
 EE1603'THE STATION IS A STANDARD BRASS CAP, SET IN POURED CONCRETE
 EE1603'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET WHICH
 EE1603'IS 0.82 METERS BELOW THE STATION.  THE STATION IS LOCATED 45.4
 EE1603'FEET SOUTH OF A POWER POLE.  15.9 FEET NORTHEAST OF FLAT BRANCH
 EE1603'CHURCH.  16.7 FEET NORTH OF SUPPORTING POLE OF CHURCH PORCH.  AND
 EE1603'94.3 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 24.
 EE1603'
 EE1603'THE AZIMUTH IS LOCATED NORTHEAST OF THE STATION ON THE SOUTHEAST
 EE1603'SIDE OF FLAT BRANCH ROAD ON THE NORTHWEST EDGE OF A POWER LINE.  IT
 EE1603'IS 40 FEET SOUTHEAST OF THE CENTERLINE OF FLAT BRANCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1602 ***********************************************************************
 EE1602  DESIGNATION -  BV 061 208
 EE1602  PID         -  EE1602
 EE1602  STATE/COUNTY-  GA/GILMER
 EE1602  USGS QUAD   -  CASHES VALLEY (1988)
 EE1602
 EE1602                         *CURRENT SURVEY CONTROL
 EE1602  ___________________________________________________________________
 EE1602* NAD 83(1994)-  34 48 02.17780(N)    084 25 29.50668(W)     ADJUSTED  
 EE1602* NAVD 88     -       506.     (meters)    1660.     (feet)  VERTCON   
 EE1602  ___________________________________________________________________
 EE1602  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 EE1602  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1602
 EE1602  HORZ ORDER  -  SECOND
 EE1602
 EE1602.The horizontal coordinates were established by classical geodetic methods
 EE1602.and adjusted by the National Geodetic Survey in September 1997..
 EE1602
 EE1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1602
 EE1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1602
 EE1602.The geoid height was determined by GEOID03.
 EE1602
 EE1602;                    North         East     Units Scale Factor Converg.
 EE1602;SPC GA W     -   532,336.010   676,375.033   MT  0.99990688   -0 08 50.5
 EE1602;SPC GA W     - 1,746,505.73  2,219,073.75   sFT  0.99990688   -0 08 50.5
 EE1602;UTM  16      - 3,853,953.925   735,581.992   MT  1.00028408   +1 28 13.3
 EE1602
 EE1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1602!SPC GA W     -   0.99992511  x   0.99990688  =   0.99983199
 EE1602!UTM  16      -   0.99992511  x   1.00028408  =   1.00020916
 EE1602
 EE1602:                Primary Azimuth Mark                     Grid Az
 EE1602:SPC GA W     -  BV 061 208 AZ MK                         209 45 32.7
 EE1602:UTM  16      -  BV 061 208 AZ MK                         208 08 28.9
 EE1602
 EE1602|---------------------------------------------------------------------|
 EE1602| PID    Reference Object                     Distance      Geod. Az  |
 EE1602|                                                           dddmmss.s |
 EE1602| CZ4346 BV 061 208 AZ MK                                   2093642.2 |
 EE1602|---------------------------------------------------------------------|
 EE1602
 EE1602                          SUPERSEDED SURVEY CONTROL
 EE1602
 EE1602  NAD 83(1986)-  34 48 02.18269(N)    084 25 29.51149(W) AD(       ) 2
 EE1602  NAD 27      -  34 48 01.88062(N)    084 25 29.78173(W) AD(       ) 2
 EE1602  NGVD 29 (07/19/86)  506.     (m)         1660.     (f) VERT ANG       
 EE1602
 EE1602.Superseded values are not recommended for survey control.
 EE1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1602.See file dsdata.txt to determine how the superseded data were derived.
 EE1602
 EE1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3558253954(NAD 83)
 EE1602_MARKER: DD = SURVEY DISK
 EE1602_SETTING: 0 = UNSPECIFIED SETTING
 EE1602
 EE1602  HISTORY     - Date     Condition        Report By
 EE1602  HISTORY     - 1973     MONUMENTED       GADT
 EE1602
 EE1602                          STATION DESCRIPTION
 EE1602
 EE1602'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1602'THE STATION IS LOCATED 7.3 MILES SOUTHWEST OF BLUE RIDGE,
 EE1602'GEORGIA.  7.7 MILES NORTHEAST OF ELLIJAY, GEORGIA.  12.1 MILES
 EE1602'NORTH OF INTERSECTION OF GA 52 AND GA 108.
 EE1602'
 EE1602'TO REACH FROM THE INTERSECTION OF U.S. 76 AND GA 52, PROCEED
 EE1602'NORTH ON GA 52 FOR 0.4 MILE TO THE INTERSECTION OF GA 52 AND
 EE1602'COUNTY ROAD S-1008, PROCEED NORTHEAST ON THE COUNTY ROAD 8.6
 EE1602'MILES TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 0.1
 EE1602'MILE OFF OF COUNTY ROAD ON A DIRT DRIVE.
 EE1602'
 EE1602'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE, AND
 EE1602'IS FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET WHICH
 EE1602'IS .81 METERS BELOW THE STATION.
 EE1602'
 EE1602'THE STATION IS LOCATED 8.4 FEET WEST OF THE CENTERLINE OF THE
 EE1602'CEMETERY ROAD.  112.5 FEET SOUTH OF THE CEMETERY STEPS.  94.8
 EE1602'FEET NORTHWEST OF P.I. OF DRIVEWAY.  AND 45.8 FEET SOUTHWEST OF
 EE1602'A 4 INCH PINE TREE.
 EE1602'
 EE1602'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG
 EE1602'GILMER COUNTY ROAD 91008 FOR 1.9 MILE TO A FIELD ROAD ON THE
 EE1602'LEFT AT THE DRIVEWAY TO THE FRED A. JOHNSON RESIDENCE.  PROCEED
 EE1602'ALONG THE FIELD ROAD, CROSSING A CREEK, TO THE SOUTHWEST END OF
 EE1602'A LONG CHICKEN HOUSE AND, BEARING GENERALLY NORTHWEST, TO A
 EE1602'BARN.  THE AZIMUTH MARK IS LOCATED 15 FEET NORTHWEST OF THE
 EE1602'NORTH CORNER OF THE BARN.
 EE1602'
 EE1602'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A
 EE1602'10 INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF
 EE1602'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1581 ***********************************************************************
 EE1581  DESIGNATION -  BV 061 209
 EE1581  PID         -  EE1581
 EE1581  STATE/COUNTY-  GA/GILMER
 EE1581  USGS QUAD   -  ELLIJAY (1971)
 EE1581
 EE1581                         *CURRENT SURVEY CONTROL
 EE1581  ___________________________________________________________________
 EE1581* NAD 83(1994)-  34 39 07.82260(N)    084 25 05.41710(W)     ADJUSTED  
 EE1581* NAVD 88     -       501.     (meters)    1644.     (feet)  VERTCON   
 EE1581  ___________________________________________________________________
 EE1581  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 EE1581  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE1581
 EE1581  HORZ ORDER  -  SECOND
 EE1581
 EE1581.The horizontal coordinates were established by classical geodetic methods
 EE1581.and adjusted by the National Geodetic Survey in September 1997..
 EE1581
 EE1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1581
 EE1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1581
 EE1581.The geoid height was determined by GEOID03.
 EE1581
 EE1581;                    North         East     Units Scale Factor Converg.
 EE1581;SPC GA W     -   515,869.657   676,946.140   MT  0.99990655   -0 08 34.8
 EE1581;SPC GA W     - 1,692,482.37  2,220,947.46   sFT  0.99990655   -0 08 34.8
 EE1581;UTM  16      - 3,837,503.948   736,617.260   MT  1.00029013   +1 28 07.3
 EE1581
 EE1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1581!SPC GA W     -   0.99992592  x   0.99990655  =   0.99983247
 EE1581!UTM  16      -   0.99992592  x   1.00029013  =   1.00021602
 EE1581
 EE1581:                Primary Azimuth Mark                     Grid Az
 EE1581:SPC GA W     -  BV 061 209 AZ MK                         265 59 23.7
 EE1581:UTM  16      -  BV 061 209 AZ MK                         264 22 41.6
 EE1581
 EE1581|---------------------------------------------------------------------|
 EE1581| PID    Reference Object                     Distance      Geod. Az  |
 EE1581|                                                           dddmmss.s |
 EE1581| CZ4347 BV 061 209 AZ MK                                   2655048.9 |
 EE1581|---------------------------------------------------------------------|
 EE1581
 EE1581                          SUPERSEDED SURVEY CONTROL
 EE1581
 EE1581  NAD 83(1986)-  34 39 07.82812(N)    084 25 05.42079(W) AD(       ) 2
 EE1581  NAD 27      -  34 39 07.51744(N)    084 25 05.68690(W) AD(       ) 2
 EE1581  NGVD 29 (07/19/86)  501.     (m)         1644.     (f) VERT ANG       
 EE1581
 EE1581.Superseded values are not recommended for survey control.
 EE1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1581.See file dsdata.txt to determine how the superseded data were derived.
 EE1581
 EE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3661737504(NAD 83)
 EE1581_MARKER: DD = SURVEY DISK
 EE1581_SETTING: 0 = UNSPECIFIED SETTING
 EE1581
 EE1581  HISTORY     - Date     Condition        Report By
 EE1581  HISTORY     - 1972     MONUMENTED       GADT
 EE1581
 EE1581                          STATION DESCRIPTION
 EE1581
 EE1581'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1581'THE STATION IS LOCATED 4.6 MILES SOUTHEAST OF ELLIJAY,
 EE1581'GEORGIA.  3.1 MILES NORTHWEST OF THE INTERSECTION OF GA 52 AND
 EE1581'GA 108.  11.0 MILES NORTHEAST OF THE INTERSECTION OF GA 5 AND
 EE1581'GA 136.  ON THE PROPERTY OF MR. J. STOVER.
 EE1581'
 EE1581'TO REACH FROM THE INTERSECTION OF GA 282 AND GA 5, PROCEED NORTH
 EE1581'ON GA 5 FOR 1.10 MILES TO THE INTERSECTION OF GA 5 AND GA 52,
 EE1581'PROCEED EAST ON GA 52, PROCEED EAST ON GA 52 FOR 5.48 MILES TO
 EE1581'THE STATION ON THE LEFT.
 EE1581'
 EE1581'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1581'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET WHICH
 EE1581'IS .68 METERS BELOW THE STATION.
 EE1581'
 EE1581'THE STATION IS LOCATED 38.9 FEET WEST OF CENTERLINE OF
 EE1581'DRIVE.  129.0 FEET NORTH OF CENTERLINE OF GA 52.  67.8 FEET
 EE1581'NORTHWEST OF A POWER POLE.  AND 153.8 FEET NORTHEAST OF ANOTHER
 EE1581'POWER POLE.
 EE1581'
 EE1581'THE AZIMUTH MARK IS LOCATED WEST 0.40 MILE OF THE STATION ON
 EE1581'GA 52.  2.9 FEET WEST OF A FENCE.  21.8 FEET SOUTH OF THE
 EE1581'CENTERLINE OF DRIVE.  50.2 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1568 ***********************************************************************
 EE1568  DESIGNATION -  BV 061 210
 EE1568  PID         -  EE1568
 EE1568  STATE/COUNTY-  GA/GILMER
 EE1568  USGS QUAD   -  TICKANETLEY (1988)
 EE1568
 EE1568                         *CURRENT SURVEY CONTROL
 EE1568  ___________________________________________________________________
 EE1568* NAD 83(1994)-  34 40 56.03325(N)    084 19 00.67113(W)     ADJUSTED  
 EE1568* NAVD 88     -       559.     (meters)    1834.     (feet)  VERTCON   
 EE1568  ___________________________________________________________________
 EE1568  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 EE1568  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE1568
 EE1568  HORZ ORDER  -  SECOND
 EE1568
 EE1568.The horizontal coordinates were established by classical geodetic methods
 EE1568.and adjusted by the National Geodetic Survey in September 1997..
 EE1568
 EE1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1568
 EE1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1568
 EE1568.The geoid height was determined by GEOID03.
 EE1568
 EE1568;                    North         East     Units Scale Factor Converg.
 EE1568;SPC GA W     -   519,185.343   686,238.335   MT  0.99990233   -0 05 07.7
 EE1568;SPC GA W     - 1,703,360.58  2,251,433.60   sFT  0.99990233   -0 05 07.7
 EE1568;UTM  16      - 3,841,081.253   745,816.281   MT  1.00034484   +1 31 39.2
 EE1568
 EE1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1568!SPC GA W     -   0.99991679  x   0.99990233  =   0.99981913
 EE1568!UTM  16      -   0.99991679  x   1.00034484  =   1.00026160
 EE1568
 EE1568:                Primary Azimuth Mark                     Grid Az
 EE1568:SPC GA W     -  BV 061 210 AZ MK                         023 09 14.5
 EE1568:UTM  16      -  BV 061 210 AZ MK                         021 32 27.6
 EE1568
 EE1568|---------------------------------------------------------------------|
 EE1568| PID    Reference Object                     Distance      Geod. Az  |
 EE1568|                                                           dddmmss.s |
 EE1568| CZ4348 BV 061 210 AZ MK                                   0230406.8 |
 EE1568|---------------------------------------------------------------------|
 EE1568
 EE1568                          SUPERSEDED SURVEY CONTROL
 EE1568
 EE1568  NAD 83(1986)-  34 40 56.03729(N)    084 19 00.67490(W) AD(       ) 2
 EE1568  NAD 27      -  34 40 55.72284(N)    084 19 00.95922(W) AD(       ) 2
 EE1568  NGVD 29 (07/19/86)  559.     (m)         1834.     (f) VERT ANG       
 EE1568
 EE1568.Superseded values are not recommended for survey control.
 EE1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1568.See file dsdata.txt to determine how the superseded data were derived.
 EE1568
 EE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4581641081(NAD 83)
 EE1568_MARKER: DD = SURVEY DISK
 EE1568_SETTING: 0 = UNSPECIFIED SETTING
 EE1568
 EE1568  HISTORY     - Date     Condition        Report By
 EE1568  HISTORY     - 1972     MONUMENTED       GADT
 EE1568
 EE1568                          STATION DESCRIPTION
 EE1568
 EE1568'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1568'THE STATION IS LOCATED 9.3 MILES EAST OF ELLIJAY, GEORGIA.  12.4
 EE1568'MILES SOUTH OF BLUE RIDGE, GEORGIA.  AND 10.3 MILES NORTHWEST
 EE1568'OF THE INTERSECTION OF GA 52 AND GA 183.
 EE1568'
 EE1568'TO REACH FROM THE INTERSECTION OF GA 282 AND GA 5, PROCEED NORTH
 EE1568'FOR 1.10 MILES, ON GA 5, TO THE INTERSECTION OF GA 5 AND GA 52,
 EE1568'PROCEED EAST ON GA 52 FOR 6.35 MILES TO THE INTERSECTION OF GA 5
 EE1568'AND COUNTY ROAD S-1010.  PROCEED NORTHEAST ON THE COUNTY ROAD
 EE1568'FOR 7.35 MILES TO THE STATION ON THE RIGHT.
 EE1568'
 EE1568'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1568'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.76
 EE1568'METERS BELOW THE STATION.  THE STATION IS LOCATED 48.2 FEET EAST
 EE1568'OF THE COUNTY ROAD.  80.4 FEET SOUTH OF A 20 INCH OAK TREE.  2.8
 EE1568'FEET WEST OF A FENCE.  65.4 FEET NORTHWEST OF A 16 INCH OAK
 EE1568'TREE.  (BOTH TREE MEASUREMENTS ARE IN CLUSTERS).
 EE1568'
 EE1568'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH ON
 EE1568'COUNTY ROAD 1010 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 EE1568'LEFT.  IT IS 38 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD.
 EE1568'
 EE1568'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A
 EE1568'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1568'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1600 ***********************************************************************
 EE1600  DESIGNATION -  BV 061 211
 EE1600  PID         -  EE1600
 EE1600  STATE/COUNTY-  GA/GILMER
 EE1600  USGS QUAD   -  BLUE RIDGE (1988)
 EE1600
 EE1600                         *CURRENT SURVEY CONTROL
 EE1600  ___________________________________________________________________
 EE1600* NAD 83(1994)-  34 47 08.84067(N)    084 17 58.23579(W)     ADJUSTED  
 EE1600* NAVD 88     -       614.     (meters)    2014.     (feet)  VERTCON   
 EE1600  ___________________________________________________________________
 EE1600  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 EE1600  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE1600
 EE1600  HORZ ORDER  -  SECOND
 EE1600
 EE1600.The horizontal coordinates were established by classical geodetic methods
 EE1600.and adjusted by the National Geodetic Survey in September 1997..
 EE1600
 EE1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1600
 EE1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1600
 EE1600.The geoid height was determined by GEOID03.
 EE1600
 EE1600;                    North         East     Units Scale Factor Converg.
 EE1600;SPC GA W     -   530,670.209   687,842.674   MT  0.99990182   -0 04 32.8
 EE1600;SPC GA W     - 1,741,040.51  2,256,697.17   sFT  0.99990182   -0 04 32.8
 EE1600;UTM  16      - 3,852,611.924   747,096.849   MT  1.00035260   +1 32 29.2
 EE1600
 EE1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1600!SPC GA W     -   0.99990814  x   0.99990182  =   0.99980997
 EE1600!UTM  16      -   0.99990814  x   1.00035260  =   1.00026071
 EE1600
 EE1600:                Primary Azimuth Mark                     Grid Az
 EE1600:SPC GA W     -  BV 061 211 AZ MK                         100 04 15.0
 EE1600:UTM  16      -  BV 061 211 AZ MK                         098 27 13.0
 EE1600
 EE1600|---------------------------------------------------------------------|
 EE1600| PID    Reference Object                     Distance      Geod. Az  |
 EE1600|                                                           dddmmss.s |
 EE1600| CZ4349 BV 061 211 AZ MK                                   0995942.2 |
 EE1600|---------------------------------------------------------------------|
 EE1600
 EE1600                          SUPERSEDED SURVEY CONTROL
 EE1600
 EE1600  NAD 83(1986)-  34 47 08.84558(N)    084 17 58.24019(W) AD(       ) 2
 EE1600  NAD 27      -  34 47 08.54106(N)    084 17 58.52378(W) AD(       ) 2
 EE1600  NGVD 29 (07/19/86)  614.     (m)         2014.     (f) VERT ANG       
 EE1600
 EE1600.Superseded values are not recommended for survey control.
 EE1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1600.See file dsdata.txt to determine how the superseded data were derived.
 EE1600
 EE1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4709752612(NAD 83)
 EE1600_MARKER: DD = SURVEY DISK
 EE1600_SETTING: 0 = UNSPECIFIED SETTING
 EE1600
 EE1600  HISTORY     - Date     Condition        Report By
 EE1600  HISTORY     - 1972     MONUMENTED       GADT
 EE1600
 EE1600                          STATION DESCRIPTION
 EE1600
 EE1600'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1600'THE STATION IS LOCATED 12.0 MILES NORTHEAST OF ELLIJAY,
 EE1600'GEORGIA.  5.6 MILES SOUTH OF BLUE RIDGE, GEORGIA.  AND 9.0 MILES
 EE1600'SOUTHEAST OF THE INTERSECTION OF GA 5 AND GA 2, (4.0 MILES
 EE1600'NORTHWEST OF BLUE RIDGE, GEORGIA) ON THE PROPERTY OF
 EE1600'MR. J. A. STANLEY.
 EE1600'
 EE1600'TO REACH FROM THE INTERSECTION OF GA 52 AND GA 5, PROCEED NORTH
 EE1600'ON GA 5 FOR 8.1 MILES TO COUNTY ROAD 152, PROCEED EAST ON THE
 EE1600'COUNTY ROAD 1.0 MILE TO THE INTERSECTION OF COUNTY ROAD 152 AND
 EE1600'COUNTY ROAD 153, PROCEED EAST ON COUNTY ROAD 153 FOR 5.37 MILES
 EE1600'TO THE STATION ON THE LEFT.
 EE1600'
 EE1600'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE AND
 EE1600'IS FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET
 EE1600'WHICH IS 0.79 METERS BELOW THE STATION.  THE STATION IS LOCATED
 EE1600'29.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 153.  29.0
 EE1600'FEET EAST OF A CORRAL FENCE.  10.0 FEET SOUTHEAST OF A 4 INCH
 EE1600'HICKORY.  10.8 FEET SOUTHWEST OF A 4 INCH HICKORY.
 EE1600'
 EE1600'AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF THE STATION, ALONG
 EE1600'COUNTY ROAD 153.  13.9 FEET NORTH OF THE CENTERLINE OF COUNTY
 EE1600'ROAD 153.  15 FEET WEST OF A 3 INCH PINE.  AND 11.7 FEET
 EE1600'SOUTHEAST OF A 10 INCH HICKORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1657 ***********************************************************************
 DF1657  DESIGNATION -  BV 062 200
 DF1657  PID         -  DF1657
 DF1657  STATE/COUNTY-  GA/GLASCOCK
 DF1657  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1657
 DF1657                         *CURRENT SURVEY CONTROL
 DF1657  ___________________________________________________________________
 DF1657* NAD 83(1994)-  33 17 10.50214(N)    082 37 44.76222(W)     ADJUSTED  
 DF1657* NAVD 88     -       154.     (meters)     505.     (feet)  VERTCON   
 DF1657  ___________________________________________________________________
 DF1657  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DF1657  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DF1657
 DF1657  HORZ ORDER  -  SECOND
 DF1657
 DF1657.The horizontal coordinates were established by classical geodetic methods
 DF1657.and adjusted by the National Geodetic Survey in September 1997..
 DF1657
 DF1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1657
 DF1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1657
 DF1657.The geoid height was determined by GEOID03.
 DF1657
 DF1657;                    North         East     Units Scale Factor Converg.
 DF1657;SPC GA E     -   364,440.799   156,928.271   MT  0.99992287   -0 15 13.7
 DF1657;SPC GA E     - 1,195,669.52    514,855.50   sFT  0.99992287   -0 15 13.7
 DF1657;UTM  17      - 3,684,205.245   348,301.338   MT  0.99988373   -0 53 39.3
 DF1657
 DF1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1657!SPC GA E     -   0.99998034  x   0.99992287  =   0.99990321
 DF1657!UTM  17      -   0.99998034  x   0.99988373  =   0.99986408
 DF1657
 DF1657:                Primary Azimuth Mark                     Grid Az
 DF1657:SPC GA E     -  WALKER RESET                             066 07 09.4
 DF1657:UTM  17      -  WALKER RESET                             066 45 35.0
 DF1657
 DF1657|---------------------------------------------------------------------|
 DF1657| PID    Reference Object                     Distance      Geod. Az  |
 DF1657|                                                           dddmmss.s |
 DF1657| DF1647 WALKER RESET                        APPROX. 5.3 KM 0655155.7 |
 DF1657| DF1658 BV 062 200 GADT PTA                  22.352 METERS 29015     |
 DF1657|---------------------------------------------------------------------|
 DF1657
 DF1657                          SUPERSEDED SURVEY CONTROL
 DF1657
 DF1657  NAD 83(1986)-  33 17 10.50721(N)    082 37 44.75948(W) AD(       ) 2
 DF1657  NAD 27      -  33 17 09.99233(N)    082 37 45.28990(W) AD(       ) 2
 DF1657  NGVD 29 (07/19/86)  154.     (m)          505.     (f) VERT ANG       
 DF1657
 DF1657.Superseded values are not recommended for survey control.
 DF1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1657.See file dsdata.txt to determine how the superseded data were derived.
 DF1657
 DF1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4830184205(NAD 83)
 DF1657_MARKER: DD = SURVEY DISK
 DF1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1657
 DF1657  HISTORY     - Date     Condition        Report By
 DF1657  HISTORY     - 1976     MONUMENTED       GADT
 DF1657
 DF1657                          STATION DESCRIPTION
 DF1657
 DF1657'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1657'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF GIBSON, 8-3/4
 DF1657'MILES EAST OF JEWELL, AND 8-3/4 MILES SOUTH OF WARRENTON ON
 DF1657'COUNTY RIGHT OF WAY.
 DF1657'
 DF1657'TO REACH THE STATION FROM THE US POST OFFICE IN GIBSON, GO
 DF1657'EAST ALONG STATE ROUTE 102 FOR APPROXIMATELY 150 FEET TO THE
 DF1657'JUNCTION OF STATE ROUTE 80 TO THE LEFT. TURN LEFT GOING NORTH
 DF1657'ALONG STATE ROUTE 80 FOR 0.1 MILE TO THE JUNCTION OF PAVED
 DF1657'COUNTY ROAD 92126 FORKING TO THE LEFT. TURN LEFT GOING
 DF1657'NORTHWEST ALONG PAVED COUNTY ROAD 92126 FOR 1.7 MILES TO THE
 DF1657'JUNCTION OF PAVED COUNTY ROAD 12 (CHALKER SMITH ROAD) TO THE
 DF1657'RIGHT. CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 92126 FOR
 DF1657'2.7 MILES TO THE JUNCTION OF COUNTY ROAD 15 (HADDENS RANCH
 DF1657'ROAD) TO THE RIGHT. TURN RIGHT GOING NORTHEAST ALONG COUNTY
 DF1657'ROAD 15 FOR 1.55 MILES TO THE STATION ON THE RIGHT.
 DF1657'
 DF1657'THE STATION IS LOCATED 37 FEET EAST OF THE CENTERLINE OF THE
 DF1657'ROAD, 105.5 FEET NORTHWEST OF A NORTHEASTERN CORNER FENCE POST,
 DF1657'111.3 FEET SOUTHEAST OF A CLUSTER OF FOUR 3 INCH OAK TREES ON
 DF1657'THE WEST SIDE OF THE ROAD, 94.3 FEET NORTHEAST OF A 6 INCH
 DF1657'PERSIMMON TREE, 81.5 FEET EAST OF A 6 INCH PINE TREE, AND 2.7
 DF1657'FEET WEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1657'STANDARD BRASS DISK STAMPED---062-200 1976---, SET IN THE TOP
 DF1657'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF1657'OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1657'STAMPED---062-200 1976---, SET IN AN IRREGULAR MASS OF
 DF1657'CONCRETE APPROXIMATELY 0.92 METER BELOW THE SURFACE OF THE
 DF1657'GROUND.
 DF1657'
 DF1657'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING NORTH
 DF1657'ALONG COUNTY ROAD 15 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 DF1657'LEFT. IT IS LOCATED 40 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 DF1657'THE ROAD, 16.0 FEET SOUTH OF THE SOUTHERN MOST PULL POST OF A
 DF1657'SINGLE FENCELINE BRACE, 121.5 FEET SOUTH-SOUTHEAST OF AN 8
 DF1657'INCH PINE TREE, 172.7 FEET EAST-SOUTHEAST OF ANOTHER 8 INCH
 DF1657'PINE TREE, AND 2.3 FEET EAST-SOUTHEAST OF A WITNESS POST SET
 DF1657'AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED---062-200
 DF1657'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1657'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF1657'
 DF1657'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1650 ***********************************************************************
 DF1650  DESIGNATION -  BV 062 201
 DF1650  PID         -  DF1650
 DF1650  STATE/COUNTY-  GA/GLASCOCK
 DF1650  USGS QUAD   -  BASTONVILLE (1972)
 DF1650
 DF1650                         *CURRENT SURVEY CONTROL
 DF1650  ___________________________________________________________________
 DF1650* NAD 83(1994)-  33 19 03.81591(N)    082 32 54.17651(W)     ADJUSTED  
 DF1650* NAVD 88     -       169.     (meters)     554.     (feet)  VERTCON   
 DF1650  ___________________________________________________________________
 DF1650  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DF1650  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DF1650
 DF1650  HORZ ORDER  -  SECOND
 DF1650
 DF1650.The horizontal coordinates were established by classical geodetic methods
 DF1650.and adjusted by the National Geodetic Survey in September 1997..
 DF1650
 DF1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1650
 DF1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1650
 DF1650.The geoid height was determined by GEOID03.
 DF1650
 DF1650;                    North         East     Units Scale Factor Converg.
 DF1650;SPC GA E     -   367,901.088   164,459.297   MT  0.99991557   -0 12 34.8
 DF1650;SPC GA E     - 1,207,022.15    539,563.54   sFT  0.99991557   -0 12 34.8
 DF1650;UTM  17      - 3,687,580.936   355,870.215   MT  0.99985612   -0 51 02.3
 DF1650
 DF1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1650!SPC GA E     -   0.99997801  x   0.99991557  =   0.99989358
 DF1650!UTM  17      -   0.99997801  x   0.99985612  =   0.99983413
 DF1650
 DF1650:                Primary Azimuth Mark                     Grid Az
 DF1650:SPC GA E     -  BV 062 201 AZ MK                         126 33 01.0
 DF1650:UTM  17      -  BV 062 201 AZ MK                         127 11 28.5
 DF1650
 DF1650|---------------------------------------------------------------------|
 DF1650| PID    Reference Object                     Distance      Geod. Az  |
 DF1650|                                                           dddmmss.s |
 DF1650| DF2848 BV 062 201 AZ MK                                   1262026.2 |
 DF1650| DF1651 BV 062 201 GADT PTA                  24.475 METERS 28015     |
 DF1650|---------------------------------------------------------------------|
 DF1650
 DF1650                          SUPERSEDED SURVEY CONTROL
 DF1650
 DF1650  NAD 83(1986)-  33 19 03.82101(N)    082 32 54.17383(W) AD(       ) 2
 DF1650  NAD 27      -  33 19 03.30851(N)    082 32 54.71260(W) AD(       ) 2
 DF1650  NGVD 29 (07/19/86)  169.     (m)          554.     (f) VERT ANG       
 DF1650
 DF1650.Superseded values are not recommended for survey control.
 DF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1650.See file dsdata.txt to determine how the superseded data were derived.
 DF1650
 DF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5587087581(NAD 83)
 DF1650_MARKER: DD = SURVEY DISK
 DF1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1650
 DF1650  HISTORY     - Date     Condition        Report By
 DF1650  HISTORY     - 1976     MONUMENTED       GADT
 DF1650
 DF1650                          STATION DESCRIPTION
 DF1650
 DF1650'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1650'THE STATION IS ABOUT 6-1/2 MILES NORTH-NORTHEAST OF GIBSON,
 DF1650'8-3/4 MILES NORTHWEST OF STAPLETON, AND 9 MILES
 DF1650'NORTH OF AVERA ON STATE RIGHT OF WAY.
 DF1650'
 DF1650'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1650'STATE ROUTE 16 CONNECTOR LOCATED APPROXIMATELY 6-3/4 MILES
 DF1650'NORTH OF AVERA, GO SOUTHEAST ALONG STATE ROUTE 16 FOR 0.55
 DF1650'MILE TO THE JUNCTION OF COUNTY ROAD 92127 (GIBSON HART ROAD)
 DF1650'TO THE RIGHT. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 16
 DF1650'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DF1650'
 DF1650'THE STATION IS LOCATED 36 FEET NORTHEAST OF THE CENTER LINE OF
 DF1650'STATE ROUTE 16, 83.3 FEET NORTHWEST OF A POWER POLE WITH A
 DF1650'TRANSFORMER ATTACHED, 26.8 FEET SOUTHWEST OF A FENCELINE, AND
 DF1650'2.7 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF1650'DISK STAMPED---062-201 1976---, SET IN THE TOP OF A 10 INCH
 DF1650'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1650'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1650'STAMPED---062-201 1976---, SET IN AN IRREGULAR MASS OF
 DF1650'CONCRETE APPROXIMATELY 1.02 METERS BELOW THE SURFACE OF THE
 DF1650'GROUND.
 DF1650'
 DF1650'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1650'SOUTHEAST ALONG STATE ROUTE 16 FOR 0.55 MILES TO THE AZIMUTH
 DF1650'MARK ON THE LEFT. IT IS LOCATED 55 FEET NORTH-NORTHEAST OF
 DF1650'THE CENTERLINE OF THE ROAD, 24.3 FEET SOUTHEAST OF A FENCE
 DF1650'CORNER POST, 50.6 FEET SOUTHEAST OF AN 18 INCH OAK TREE, 135.7
 DF1650'FEET EAST-NORTHEAST OF A POWER POLE ON THE SOUTHWEST SIDE OF
 DF1650'THE HIGHWAY, AND 1.6 FEET SOUTHWEST OF A WITNESS POST SET AT
 DF1650'A FENCE LINE. IT IS A STANDARD DISK STAMPED---062-201 1976
 DF1650'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1650'POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1650'
 DF1650'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1649 ***********************************************************************
 DF1649  DESIGNATION -  BV 062 202
 DF1649  PID         -  DF1649
 DF1649  STATE/COUNTY-  GA/GLASCOCK
 DF1649  USGS QUAD   -  BASTONVILLE (1972)
 DF1649
 DF1649                         *CURRENT SURVEY CONTROL
 DF1649  ___________________________________________________________________
 DF1649* NAD 83(1994)-  33 16 56.99323(N)    082 30 18.17331(W)     ADJUSTED  
 DF1649* NAVD 88     -       159.8    (meters)     524.     (feet)  VERTCON   
 DF1649  ___________________________________________________________________
 DF1649  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DF1649  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF1649
 DF1649  HORZ ORDER  -  SECOND
 DF1649
 DF1649.The horizontal coordinates were established by classical geodetic methods
 DF1649.and adjusted by the National Geodetic Survey in September 1997..
 DF1649
 DF1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1649
 DF1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1649
 DF1649.The geoid height was determined by GEOID03.
 DF1649
 DF1649;                    North         East     Units Scale Factor Converg.
 DF1649;SPC GA E     -   363,980.336   168,481.403   MT  0.99991224   -0 11 08.5
 DF1649;SPC GA E     - 1,194,158.82    552,759.40   sFT  0.99991224   -0 11 08.5
 DF1649;UTM  17      - 3,683,615.713   359,847.971   MT  0.99984218   -0 49 33.8
 DF1649
 DF1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1649!SPC GA E     -   0.99997944  x   0.99991224  =   0.99989168
 DF1649!UTM  17      -   0.99997944  x   0.99984218  =   0.99982162
 DF1649
 DF1649|---------------------------------------------------------------------|
 DF1649| PID    Reference Object                     Distance      Geod. Az  |
 DF1649|                                                           dddmmss.s |
 DF1649| DF1648 BV 062 202 GADT PTA                  14.870 METERS 11509     |
 DF1649| DF1604 GLAS                                APPROX. 3.6 KM 1541806.9 |
 DF1649|---------------------------------------------------------------------|
 DF1649
 DF1649                          SUPERSEDED SURVEY CONTROL
 DF1649
 DF1649  NAD 83(1986)-  33 16 56.99843(N)    082 30 18.17057(W) AD(       ) 2
 DF1649  NAD 27      -  33 16 56.48003(N)    082 30 18.71066(W) AD(       ) 2
 DF1649  NGVD 29 (07/19/86)  160.0    (m)          525.     (f) VERT ANG       
 DF1649
 DF1649.Superseded values are not recommended for survey control.
 DF1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1649.See file dsdata.txt to determine how the superseded data were derived.
 DF1649
 DF1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5984883616(NAD 83)
 DF1649_MARKER: DD = SURVEY DISK
 DF1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1649
 DF1649  HISTORY     - Date     Condition        Report By
 DF1649  HISTORY     - 1976     MONUMENTED       GADT
 DF1649  HISTORY     - 1980     GOOD             GADT
 DF1649
 DF1649                          STATION DESCRIPTION
 DF1649
 DF1649'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1649'THE STATION IS ABOUT 5-1/4 MILES NORTH-NORTHWEST OF STAPLETON,
 DF1649'6-1/4 MILES NORTHEAST OF GIBSON, AND 6-1/2 MILES NORTH-
 DF1649'NORTHEAST OF AVERA, ON STATE RIGHT OF WAY.
 DF1649'
 DF1649'TO REACH THE STATION FROM THE US POST OFFICE IN STAPLETON, GO
 DF1649'NORTH ALONG STATE ROUTE 296 FOR 2.4 MILES TO THE JUNCTION OF
 DF1649'STATE ROUTE 16 CROSSING. TURN LEFT GOING NORTHWEST ALONG STATE
 DF1649'ROUTE 16 FOR 1.85 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 82
 DF1649'TO THE RIGHT AND PAVED COUNTY ROAD 91454 TO THE LEFT. CONTINUE
 DF1649'GOING NORTHWEST ALONG STATE ROUTE 16 FOR 2 MILES TO THE JUNCTION
 DF1649'OF COUNTY ROAD 89 TO THE RIGHT AND BM 28 HSC USGS ON THE RIGHT.
 DF1649'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 16 FOR 0.2 MILE TO
 DF1649'THE STATION ON THE LEFT.
 DF1649'
 DF1649'THE STATION IS LOCATED ABOUT 180 FEET SOUTHEAST OF DIRT COUNTY
 DF1649'ROAD 94 (HOBBS ROAD), 49 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF1649'OF STATE ROUTE 16, 129.0 FEET EAST-SOUTHEAST OF A POWER POLE
 DF1649'WITH A TRANSFORMER ATTACHED ON THE SOUTHEAST SIDE OF COUNTY
 DF1649'ROAD 94, 125.0 FEET SOUTH-SOUTHWEST OF A FENCE CORNER POST ON
 DF1649'THE NORTHEAST SIDE OF THE HIGHWAY, 230.0 FEET SOUTHEAST OF A
 DF1649'POWER POLE WITH A TRANSFORMER ATTACHED ON THE NORTHWEST SIDE
 DF1649'OF COUNTY ROAD 94, 108.0 FEET WEST OF A TELEPHONE POLE ON THE
 DF1649'NORTHEAST SIDE OF THE HIGHWAY, AND 2.8 FEET EAST-NORTHEAST OF
 DF1649'A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1649'STAMPED---062-202 1976---, SET IN THE TOP OF A 10 INCH
 DF1649'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1649'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1649'STAMPED---062-202 1976---, SET IN AN IRREGULAR MASS OF
 DF1649'CONCRETE 0.92 METER BELOW THE SURFACE OF THE GROUND.
 DF1649'
 DF1649'BM 28 HSC USGS IS LOCATED 56 FEET NORTHEAST OF THE CENTERLINE OF
 DF1649'STATE ROUTE 16, 61 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 DF1649'OF THE CENTERLINES OF STATE ROUTE 16 AND COUNTY ROAD 89, 53.0
 DF1649'FEET SOUTHEAST OF THE NORTHEAST END OF AN 18 INCH CONCRETE
 DF1649'CULVERT PIPE UNDER THE HIGHWAY, 104.0 FEET SOUTH OF A TELEPHONE
 DF1649'POLE ON THE NORTHWEST SIDE OF COUNTY ROAD 89, AND 2.1 FEET
 DF1649'WEST-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1649'STANDARD US GEOLOGICAL SURVEY BENCH MARK DISK STAMPED---28
 DF1649'HSC 1971---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1649'POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF1649'
 DF1649'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1649'NORTHWEST ALONG STATE ROUTE 16 FOR 0.15 MILE TO THE AZIMUTH
 DF1649'MARK ON THE RIGHT. IT IS LOCATED 58 FEET NORTHEAST OF THE
 DF1649'CENTERLINE OF STATE ROUTE 16, 267.0 FEET NORTHWEST OF A RIGHT
 DF1649'OF WAY MARKER, 132.7 FEET NORTHWEST OF A 4 INCH CHINABERRY
 DF1649'TREE, 104.7 FEET SOUTHEAST OF A TELEPHONE POLE, 292.0 FEET
 DF1649'NORTH OF A POWER POLE ON THE SOUTHWEST SIDE OF THE ROAD, AND
 DF1649'2.0 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS
 DF1649'A STANDARD DISK STAMPED---062-202 1976 AZMK---, SET IN THE
 DF1649'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1649'SURFACE OF THE GROUND.
 DF1649'
 DF1649'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF1649'
 DF1649'DESCRIBED BY A.E. DOMINY.
 DF1649
 DF1649                          STATION RECOVERY (1980)
 DF1649
 DF1649'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1649'THE ORIGINAL TO REACH WAS FOUND TO BE CORRECT AND WAS USED TO
 DF1649'LOCATE THE STATION SITE.  SOME TOPO-GRAPHICAL CHANGES HAVE TAKEN
 DF1649'PLACE AT THE STATION AND THE AZIMUTH MARK.  ALL POWER POLES HAVE
 DF1649'BEEN REPLACED AND RELOCATED DUE TO COUNTY DIRT ROAD 119 BEING
 DF1649'UNDER CONSTRUCTION TO BE PAVED.  NEW POWER POLES HAVE ALSO BEEN
 DF1649'RELOCATED ALONG THE NORTHEAST SIDE OF STATE ROUTE 16 WHERE THE
 DF1649'AZIMUTH MARK IS LOCATED, AND THE OLD FENCE LINE AND HEDGE ROW HAVE
 DF1649'BEEN REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DF1649'
 DF1649'THE STATION IS LOCATED ABOUT 8.5 KM (5-1/4 MI) NORTH-NORTHWEST
 DF1649'OF STAPLETON, 10 KM (6-1/4 MI) NORTHEAST OF GIBSON, AND 10.5 KM
 DF1649'(6-1/2 MI) NORTH-NORTHEAST OF AVERA.
 DF1649'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1649'
 DF1649'TO REACH THE STATION FROM THE U.S. POST OFFICE IN STAPLETON, GO
 DF1649'NORTH ALONG STATE ROUTE 296 FOR 3.85 KM (2.4 MI) TO THE JUNCTION
 DF1649'OF STATE ROUTE 16 CROSSING.  TURN LEFT AND GO NORTHWEST ALONG
 DF1649'STATE ROUTE 16 FOR 3.0 KM (1.85 MI) TO THE JUNCTION OF COUNTY
 DF1649'DIRT ROAD 82 TO THE RIGHT AND COUNTY PAVED ROAD 91454 TO THE LEFT.
 DF1649'CONTINUE NORTHWEST ALONG STATE ROUTE 16 FOR 3.2 KM (2 MI) TO
 DF1649'THE JUNCTION OF COUNTY DIRT 89 TO THE RIGHT AND BM 28 HSC USGS ON
 DF1649'THE RIGHT.  CONTINUE NORTHWEST ALONG STATE ROUTE 16 FOR 0.3 KM
 DF1649'(0.2 MI) TO THE STATION ON THE LEFT.
 DF1649'
 DF1649'THE STATION IS A STANDARD GADT DISK
 DF1649'STAMPED---062-202 1976---,
 DF1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1649'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1649'15.06 METERS (49.40 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DF1649'STATE ROUTE 16,
 DF1649'19.20 METERS (63.00 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DF1649'DIRT ROAD 119 (TO BE PAVED -- UNDER CONSTRUCTION),
 DF1649'50.29 METERS (165.0 FT) EAST-SOUTHEAST FROM A POWER POLE ON THE
 DF1649'NORTH SIDE OF COUNTY ROAD 119,
 DF1649'43.65 METERS (143.2 FT) SOUTH FROM ANOTHER POWER POLE TO THE
 DF1649'NORTHEAST SIDE OF STATE ROUTE 16, AND
 DF1649'0.82 METER (2.7 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1649'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1649'STAMPED---062-202 1976---,
 DF1649'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1649'
 DF1649'BM 28 HSC 1971 USGS IS A STANDARD USGS DISK
 DF1649'STAMPED---28 HSC 1971---,
 DF1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1649'FLUSH WITH GROUND.  IT IS LOCATED
 DF1649'17.07 METERS (56.00 FT) NORTHEAST FROM THE CENTERLINE OF
 DF1649'STATE ROUTE 16,
 DF1649'18.59 METERS (61.00 FT) SOUTHEAST FROM THE POINT OF INTERSECTION
 DF1649'OF THE CENTERLINES OF STATE ROUTE 16 AND COUNTY DIRT ROAD 89,
 DF1649'16.15 METERS (53.00 FT) SOUTHEAST FROM THE NORTHEAST END OF AN
 DF1649'18 INCH CONCRETE CROSS DRAIN PIPE UNDER STATE ROUTE 16,
 DF1649'31.70 METERS (104.0 FT) SOUTH FROM A TELEPHONE POLE ON THE
 DF1649'NORTHWEST SIDE OF COUNTY DIRT ROAD 89, AND
 DF1649'0.64 METER (2.1 FT) WEST-SOUTHWEST FROM A WITNESS POST SET AT
 DF1649'A FENCELINE.
 DF1649'MARK IS BELOW STATION 0.2 METERS.
 DF1649'
 DF1649'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1649'STAMPED---062-202 1976 AZ MK---,
 DF1649'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1649'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1649'17.77 METERS (58.30 FT) EAST-NORTHEAST FROM THE CENTERLINE
 DF1649'OF STATE ROUTE 16,
 DF1649'34.26 METERS (112.4 FT) NORTH FROM THE POINT OF INTERSECTION OF THE
 DF1649'CENTERLINES OF STATE ROUTE 16 AND A SOLID RAMP FIELD DRIVE,
 DF1649'19.02 METERS (62.4 FT) NORTH-NORTHWEST FROM A POWER POLE,
 DF1649'2.65 METERS (8.7 FT) SOUTH-SOUTHEAST FROM AN 8 INCH LONE FENCE
 DF1649'POST, AND
 DF1649'0.88 METER (2.9 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1649'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ALONG
 DF1649'STATE ROUTE 16 FOR 0.25 KM (0.15 MI) TO THE MARK ON THE
 DF1649'RIGHT.
 DF1649'
 DF1649'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP GLASCOCK
 DF1649'COUNTY GA.  1974.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1690 ***********************************************************************
 DF1690  DESIGNATION -  BV 062 203
 DF1690  PID         -  DF1690
 DF1690  STATE/COUNTY-  GA/GLASCOCK
 DF1690  USGS QUAD   -  GIBSON (1972)
 DF1690
 DF1690                         *CURRENT SURVEY CONTROL
 DF1690  ___________________________________________________________________
 DF1690* NAD 83(1994)-  33 14 22.69351(N)    082 33 49.76770(W)     ADJUSTED  
 DF1690* NAVD 88     -       148.5    (meters)     487.     (feet)  VERTCON   
 DF1690  ___________________________________________________________________
 DF1690  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DF1690  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF1690
 DF1690  HORZ ORDER  -  SECOND
 DF1690
 DF1690.The horizontal coordinates were established by classical geodetic methods
 DF1690.and adjusted by the National Geodetic Survey in September 1997..
 DF1690
 DF1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1690
 DF1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1690
 DF1690.The geoid height was determined by GEOID03.
 DF1690
 DF1690;                    North         East     Units Scale Factor Converg.
 DF1690;SPC GA E     -   359,246.371   162,988.579   MT  0.99991688   -0 13 03.7
 DF1690;SPC GA E     - 1,178,627.47    534,738.36   sFT  0.99991688   -0 13 03.7
 DF1690;UTM  17      - 3,678,943.690   354,302.959   MT  0.99986172   -0 51 26.5
 DF1690
 DF1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1690!SPC GA E     -   0.99998120  x   0.99991688  =   0.99989808
 DF1690!UTM  17      -   0.99998120  x   0.99986172  =   0.99984292
 DF1690
 DF1690:                Primary Azimuth Mark                     Grid Az
 DF1690:SPC GA E     -  AVERA MUN TANK                           146 07 47.8
 DF1690:UTM  17      -  AVERA MUN TANK                           146 46 10.6
 DF1690
 DF1690|---------------------------------------------------------------------|
 DF1690| PID    Reference Object                     Distance      Geod. Az  |
 DF1690|                                                           dddmmss.s |
 DF1690| DF1689 AVERA MUN TANK                      APPROX. 6.0 KM 1455444.1 |
 DF1690| DF2850 BV 062 203 AZ MK                                   2224144.5 |
 DF1690|---------------------------------------------------------------------|
 DF1690
 DF1690                          SUPERSEDED SURVEY CONTROL
 DF1690
 DF1690  NAD 83(1986)-  33 14 22.69866(N)    082 33 49.76490(W) AD(       ) 2
 DF1690  NAD 27      -  33 14 22.17565(N)    082 33 50.29888(W) AD(       ) 2
 DF1690  NGVD 29 (07/19/86)  148.7    (m)          488.     (f) VERT ANG       
 DF1690
 DF1690.Superseded values are not recommended for survey control.
 DF1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1690.See file dsdata.txt to determine how the superseded data were derived.
 DF1690
 DF1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5430378944(NAD 83)
 DF1690_MARKER: DD = SURVEY DISK
 DF1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1690
 DF1690  HISTORY     - Date     Condition        Report By
 DF1690  HISTORY     - 1976     MONUMENTED       GADT
 DF1690
 DF1690                          STATION DESCRIPTION
 DF1690
 DF1690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1690'THE STATION IS ABOUT 2 MILES EAST-NORTHEAST OF GIBSON, 4 MILES
 DF1690'NORTH-NORTHWEST OF AVERA, AND 5-3/4 MILES WEST-NORTHWEST OF
 DF1690'STAPLETON ON THE PROPERTY OF THOMAS A. CHALKER.
 DF1690'
 DF1690'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 102, STATE
 DF1690'ROUTE 171, AND STATE ROUTE 80 IN GIBSON, GO EAST ALONG STATE
 DF1690'ROUTE 80 FOR 1.25 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1690'91454 TO THE LEFT. TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD
 DF1690'91454 FOR 0.75 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 5
 DF1690'REVERSE FORKING TO THE RIGHT. TURN RIGHT GOING SOUTH-SOUTHWEST
 DF1690'ALONG COUNTY ROAD 5 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF1690'
 DF1690'THE STATION IS LOCATED 17 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DF1690'OF THE ROAD, 62.0 FEET NORTH-NORTHEAST OF THE NORTHERN MOST
 DF1690'POST OF A GATE IN A FENCELINE, 123.0 FEET SOUTH-SOUTHEAST OF A
 DF1690'POWER POLE ON THE WEST SIDE OF THE ROAD, 178.0 FEET EAST-
 DF1690'NORTHEAST OF A POWER POLE WITH A TRANSFORMER ATTACHED ON THE
 DF1690'WEST SIDE OF THE ROAD, AND 1.8 FEET WEST-NORTHWEST OF A WITNESS
 DF1690'POST. IT IS A STANDARD BRASS DISK STAMPED---062-203 1976---,
 DF1690'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 6 INCHES
 DF1690'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1690'STANDARD DISK STAMPED---062-203 1976---, SET IN THE TOP OF A
 DF1690'5 INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 1.06 METER
 DF1690'BELOW THE SURFACE OF THE GROUND.
 DF1690'
 DF1690'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1690'SOUTHWEST ALONG COUNTY ROAD 5 FOR 0.15 MILE TO THE AZIMUTH MARK
 DF1690'THE ROAD, 255.5 FEET SOUTH OF A 4 FOOT HIGH CONCRETE POST ON A
 DF1690'GAS LINE RIGHT OF WAY, 107.4 FEET WEST-NORTHWEST OF THE
 DF1690'NORTHWEST CORNER OF A CEMETERY HEADSTONE ON THE GRAVE OF
 DF1690'ADOLPHUS A. CHALKER ON THE EAST SIDE OF THE ROAD, 76.1 FEET
 DF1690'SOUTHWEST OF AN 8 INCH PINE TREE ON THE EAST SIDE OF THE ROAD
 DF1690'WITH A FENCELINE ATTACHED, AND 2.3 FEET EAST OF A WITNESS
 DF1690'POST.  IT IS A STANDARD DISK STAMPED---062-203 1976 AZMK---,
 DF1690'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1690'BELOW THE SURFACE OF THE GROUND.
 DF1690'
 DF1690'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1724 ***********************************************************************
 DF1724  DESIGNATION -  BV 062 204
 DF1724  PID         -  DF1724
 DF1724  STATE/COUNTY-  GA/GLASCOCK
 DF1724  USGS QUAD   -  MITCHELL (1972)
 DF1724
 DF1724                         *CURRENT SURVEY CONTROL
 DF1724  ___________________________________________________________________
 DF1724* NAD 83(1994)-  33 13 49.86879(N)    082 38 45.18910(W)     ADJUSTED  
 DF1724* NAVD 88     -       154.1    (meters)     506.     (feet)  VERTCON   
 DF1724  ___________________________________________________________________
 DF1724  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DF1724  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DF1724
 DF1724  HORZ ORDER  -  SECOND
 DF1724
 DF1724.The horizontal coordinates were established by classical geodetic methods
 DF1724.and adjusted by the National Geodetic Survey in September 1997..
 DF1724
 DF1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1724
 DF1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1724
 DF1724.The geoid height was determined by GEOID03.
 DF1724
 DF1724;                    North         East     Units Scale Factor Converg.
 DF1724;SPC GA E     -   358,267.254   155,336.505   MT  0.99992459   -0 15 45.4
 DF1724;SPC GA E     - 1,175,415.15    509,633.18   sFT  0.99992459   -0 15 45.4
 DF1724;UTM  17      - 3,678,050.092   346,640.777   MT  0.99988998   -0 54 07.7
 DF1724
 DF1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1724!SPC GA E     -   0.99998029  x   0.99992459  =   0.99990488
 DF1724!UTM  17      -   0.99998029  x   0.99988998  =   0.99987027
 DF1724
 DF1724:                Primary Azimuth Mark                     Grid Az
 DF1724:SPC GA E     -  BV 062 204 AZ MK                         274 11 13.4
 DF1724:UTM  17      -  BV 062 204 AZ MK                         274 49 35.7
 DF1724
 DF1724|---------------------------------------------------------------------|
 DF1724| PID    Reference Object                     Distance      Geod. Az  |
 DF1724|                                                           dddmmss.s |
 DF1724| DF2851 BV 062 204 AZ MK                                   2735528.0 |
 DF1724| DF1727 MITCHELL ATT MICROWAVE              APPROX. 4.8 KM 2843947.2 |
 DF1724|---------------------------------------------------------------------|
 DF1724
 DF1724                          SUPERSEDED SURVEY CONTROL
 DF1724
 DF1724  NAD 83(1986)-  33 13 49.87376(N)    082 38 45.18684(W) AD(       ) 2
 DF1724  NAD 27      -  33 13 49.34716(N)    082 38 45.71266(W) AD(       ) 2
 DF1724  NGVD 29 (07/19/86)  154.3    (m)          506.     (f) VERT ANG       
 DF1724
 DF1724.Superseded values are not recommended for survey control.
 DF1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1724.See file dsdata.txt to determine how the superseded data were derived.
 DF1724
 DF1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4664178050(NAD 83)
 DF1724_MARKER: DD = SURVEY DISK
 DF1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1724
 DF1724  HISTORY     - Date     Condition        Report By
 DF1724  HISTORY     - 1976     MONUMENTED       GADT
 DF1724
 DF1724                          STATION DESCRIPTION
 DF1724
 DF1724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1724'THE STATION IS ABOUT 3 MILES WEST OF GIBSON, 3-1/2 MILES EAST-
 DF1724'NORTHEAST OF MITCHELL, AND 5-3/4 MILES NORTH-NORTHWEST OF
 DF1724'EDGEHILL ON COUNTY RIGHT OF WAY.
 DF1724'
 DF1724'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 171 AND
 DF1724'STATE ROUTE 102 IN GIBSON, GO WEST ALONG STATE ROUTE 102 FOR
 DF1724'1.2 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 18 (OLD MITCHELL
 DF1724'ROAD) TO THE RIGHT. CONTINUE GOING WEST ALONG STATE ROUTE 102
 DF1724'FOR 1.85 MILES TO THE STATION ON THE RIGHT.
 DF1724'
 DF1724'THE STATION IS LOCATED 44 FEET NORTH OF THE CENTERLINE OF STATE
 DF1724'ROUTE 102, 156 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 22 TO
 DF1724'THE NORTH, 109.0 FEET WEST OF A RIGHT OF WAY MARKER, 9.5 FEET
 DF1724'WEST-SOUTHWEST OF A CONCRETE FENCE POST AT THE TERMINATION OF A
 DF1724'FENCE LINE PARALLELING THE HIGHWAY, 26.0 FEET EAST-SOUTHEAST OF
 DF1724'A POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF1724'ATTACHED, AND 2.5 FEET SOUTH OF A WITNESS POST. IT IS A
 DF1724'STANDARD BRASS DISK STAMPED---062-204 1976---, SET IN THE TOP
 DF1724'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1724'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1724'STANDARD DISK STAMPED---062-204 1976---, SET IN A 5
 DF1724'INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.88 METER BELOW
 DF1724'THE SURFACE OF THE GROUND.
 DF1724'
 DF1724'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 DF1724'ALONG STATE ROUTE 102 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DF1724'LEFT. IT IS LOCATED 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DF1724'170.0 FEET WEST OF THE WEST END OF THE SOUTH HEADWALL OF AN 18
 DF1724'INCH CONCRETE CULVERT PIPE UNDER THE HIGHWAY, 255.5 FEET EAST-
 DF1724'SOUTHEAST OF THE EAST END OF AN 18 INCH CONCRETE CULVERT PIPE
 DF1724'UNDER A DRIVEWAY TO THE SOUTH, 136.1 FEET SOUTH-SOUTHEAST OF A
 DF1724'RIGHT OF WAY MARKER ON THE NORTH SIDE OF THE HIGHWAY, AND 3.5
 DF1724'FEET NORTH OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1724'STANDARD DISK STAMPED---062-204 1976 AZMK---, SET IN THE TOP
 DF1724'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1724'SURFACE OF THE GROUND.
 DF1724'
 DF1724'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1664 ***********************************************************************
 DF1664  DESIGNATION -  BV 062 205
 DF1664  PID         -  DF1664
 DF1664  STATE/COUNTY-  GA/GLASCOCK
 DF1664  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1664
 DF1664                         *CURRENT SURVEY CONTROL
 DF1664  ___________________________________________________________________
 DF1664* NAD 83(1994)-  33 15 09.89630(N)    082 43 22.98897(W)     ADJUSTED  
 DF1664* NAVD 88     -       125.     (meters)     410.     (feet)  VERTCON   
 DF1664  ___________________________________________________________________
 DF1664  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DF1664  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF1664
 DF1664  HORZ ORDER  -  SECOND
 DF1664
 DF1664.The horizontal coordinates were established by classical geodetic methods
 DF1664.and adjusted by the National Geodetic Survey in September 1997..
 DF1664
 DF1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1664
 DF1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1664
 DF1664.The geoid height was determined by GEOID03.
 DF1664
 DF1664;                    North         East     Units Scale Factor Converg.
 DF1664;SPC GA E     -   360,768.161   148,157.571   MT  0.99993313   -0 18 18.3
 DF1664;SPC GA E     - 1,183,620.21    486,080.30   sFT  0.99993313   -0 18 18.3
 DF1664;UTM  17      - 3,680,630.931   339,490.392   MT  0.99991765   -0 56 42.0
 DF1664
 DF1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1664!SPC GA E     -   0.99998487  x   0.99993313  =   0.99991800
 DF1664!UTM  17      -   0.99998487  x   0.99991765  =   0.99990252
 DF1664
 DF1664|---------------------------------------------------------------------|
 DF1664| PID    Reference Object                     Distance      Geod. Az  |
 DF1664|                                                           dddmmss.s |
 DF1664| DF1663 BV 062 205 GADT RM 1                 16.680 METERS 02323     |
 DF1664| DF1727 MITCHELL ATT MICROWAVE              APPROX. 2.8 KM 1161824.9 |
 DF1664|---------------------------------------------------------------------|
 DF1664
 DF1664                          SUPERSEDED SURVEY CONTROL
 DF1664
 DF1664  NAD 83(1986)-  33 15 09.90120(N)    082 43 22.98691(W) AD(       ) 2
 DF1664  NAD 27      -  33 15 09.37680(N)    082 43 23.50268(W) AD(       ) 2
 DF1664  NGVD 29 (07/19/86)  125.     (m)          410.     (f) VERT ANG       
 DF1664
 DF1664.Superseded values are not recommended for survey control.
 DF1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1664.See file dsdata.txt to determine how the superseded data were derived.
 DF1664
 DF1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3949080631(NAD 83)
 DF1664_MARKER: DD = SURVEY DISK
 DF1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1664
 DF1664  HISTORY     - Date     Condition        Report By
 DF1664  HISTORY     - 1976     MONUMENTED       GADT
 DF1664
 DF1664                          STATION DESCRIPTION
 DF1664
 DF1664'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1664'THE STATION IS ABOUT 2-1/2 MILES NORTH-NORTHWEST OF MITCHELL,
 DF1664'4-1/2 MILES SOUTHEAST OF JEWELL, AND 7-1/2 MILES WEST OF GIBSON
 DF1664'ON THE PROPERTY OF CONTINENTAL CAN COMPANY.
 DF1664'
 DF1664'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 102 AND
 DF1664'STATE ROUTE 123 IN MITCHELL, GO WEST ALONG STATE ROUTE 123 FOR
 DF1664'0.55 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 31 TO THE RIGHT.
 DF1664'TURN RIGHT GOING NORTH ALONG COUNTY ROAD 31 FOR 1.9 MILES TO A
 DF1664'SMALL WOOD BRIDGE OVER A SMALL STREAM. CONTINUE GOING NORTH
 DF1664'ALONG COUNTY ROAD 31 FOR 0.5 MILE TO ITS TERMINATION AT THE
 DF1664'JUNCTION OF DIRT COUNTY ROAD 28 CROSSING AND THE STATION ON THE
 DF1664'RIGHT.
 DF1664'
 DF1664'THE STATION IS LOCATED 34 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DF1664'ROAD 28, 73 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 31, 58.0
 DF1664'FEET WEST OF THE WESTERN MOST PULL POST OF A SINGLE FENCELINE
 DF1664'BRACE, AND 2.5 FEET NORTH OF A WITNESS POST SET AT THE
 DF1664'FENCELINE. IT IS A STANDARD BRASS DISK STAMPED---062-205
 DF1664'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1664'3 INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF1664'STATION IS A STANDARD DISK STAMPED---062-205 1976---, SET IN
 DF1664'THE TOP OF A 5 INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY
 DF1664'0.91 METER BELOW THE SURFACE OF THE GROUND.
 DF1664'
 DF1664'RM 1 IS LOCATED 20 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 DF1664'28, 67 FEET NORTHWEST OF THE WESTERN MOST PULL POST OF THE
 DF1664'SINGLE FENCELINE BRACE, 96 FEET EAST OF THE CENTERLINE OF
 DF1664'COUNTY ROAD 31, AND 2.1 FEET SOUTH OF A WITNESS POST. IT IS A
 DF1664'STANDARD DISK STAMPED---062-205 1976 RM 1---, SET IN THE TOP
 DF1664'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 DF1664'SURFACE OF THE GROUND.
 DF1664'
 DF1664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 DF1664'COUNTY ROAD 28 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DF1664'IT IS LOCATED 17 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 DF1664'23.7 FEET NORTHWEST OF A 6 INCH (S) SHAPED PINE TREE, 225.0
 DF1664'FEET NORTH-NORTHWEST OF A 6 INCH PINE TREE WITH A PAINTED WHITE
 DF1664'BAND AND A CONTINENTAL CAN COMPANY SIGN ATTACHED, 75.7 FEET
 DF1664'NORTH-NORTHWEST OF A 10 INCH PINE TREE WITH A WHITE BAND ON THE
 DF1664'WESTERN SIDE OF THE ROAD, AND 1.6 FEET SOUTHWEST OF A WITNESS
 DF1664'POST. IT IS A STANDARD DISK STAMPED---062-205 1976 AZMK---,
 DF1664'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1664'BELOW THE SURFACE OF THE GROUND.
 DF1664'
 DF1664'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1697 ***********************************************************************
 DF1697  DESIGNATION -  BV 062 206
 DF1697  PID         -  DF1697
 DF1697  STATE/COUNTY-  GA/GLASCOCK
 DF1697  USGS QUAD   -  GIBSON (1972)
 DF1697
 DF1697                         *CURRENT SURVEY CONTROL
 DF1697  ___________________________________________________________________
 DF1697* NAD 83(1994)-  33 10 01.15326(N)    082 37 04.08989(W)     ADJUSTED  
 DF1697* NAVD 88     -       139.     (meters)     456.     (feet)  VERTCON   
 DF1697  ___________________________________________________________________
 DF1697  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DF1697  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DF1697
 DF1697  HORZ ORDER  -  SECOND
 DF1697
 DF1697.The horizontal coordinates were established by classical geodetic methods
 DF1697.and adjusted by the National Geodetic Survey in September 1997..
 DF1697
 DF1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1697
 DF1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1697
 DF1697.The geoid height was determined by GEOID03.
 DF1697
 DF1697;                    North         East     Units Scale Factor Converg.
 DF1697;SPC GA E     -   351,210.008   157,923.513   MT  0.99992182   -0 14 48.5
 DF1697;SPC GA E     - 1,152,261.50    518,120.73   sFT  0.99992182   -0 14 48.5
 DF1697;UTM  17      - 3,670,964.703   349,148.828   MT  0.99988057   -0 53 06.9
 DF1697
 DF1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1697!SPC GA E     -   0.99998270  x   0.99992182  =   0.99990453
 DF1697!UTM  17      -   0.99998270  x   0.99988057  =   0.99986328
 DF1697
 DF1697|---------------------------------------------------------------------|
 DF1697| PID    Reference Object                     Distance      Geod. Az  |
 DF1697|                                                           dddmmss.s |
 DF1697| DF1698 BV 062 206 GADT RM 1                 24.915 METERS 24230     |
 DF1697| DF2853 BV 062 206 AZ MK                                   2440305.9 |
 DF1697|---------------------------------------------------------------------|
 DF1697
 DF1697                          SUPERSEDED SURVEY CONTROL
 DF1697
 DF1697  NAD 83(1986)-  33 10 01.15822(N)    082 37 04.08746(W) AD(       ) 2
 DF1697  NAD 27      -  33 10 00.62614(N)    082 37 04.61776(W) AD(       ) 2
 DF1697  NGVD 29 (07/19/86)  139.     (m)          456.     (f) VERT ANG       
 DF1697
 DF1697.Superseded values are not recommended for survey control.
 DF1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1697.See file dsdata.txt to determine how the superseded data were derived.
 DF1697
 DF1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4914970965(NAD 83)
 DF1697_MARKER: DD = SURVEY DISK
 DF1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1697
 DF1697  HISTORY     - Date     Condition        Report By
 DF1697  HISTORY     - 1976     MONUMENTED       GADT
 DF1697
 DF1697                          STATION DESCRIPTION
 DF1697
 DF1697'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1697'THE STATION IS ABOUT 1 MILE NORTH OF EDGEHILL, 5 MILES SOUTH-
 DF1697'SOUTHWEST OF GIBONS, AND 6 MILES WEST-SOUTHWEST OF AVERA ON
 DF1697'STATE RIGHT OF WAY.
 DF1697'
 DF1697'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 171, PAVED
 DF1697'COUNTY ROAD 92140, AND DIRT COUNTY ROAD 59 IN THE COMMUNITY OF
 DF1697'EDGEHILL, GO NORTH ALONG STATE ROUTE 171 FOR 0.6 MILE TO THE
 DF1697'JUNCTION OF PAVED COUNTY ROAD 91255 TO THE LEFT. CONTINUE GOING
 DF1697'NORTH ALONG STATE ROUTE 171 FOR 0.4 MILE TO THE AZIMUTH MARK ON
 DF1697'THE LEFT. CONTINUE GOING NORTH ALONG STATE ROUTE 171 FOR 0.25
 DF1697'MILE TO THE STATION ON THE RIGHT.
 DF1697'
 DF1697'THE STATION IS LOCATED 39 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1697'THE HIGHWAY, 39.0 FEET SOUTHWEST OF A POWER POLE, 82.0 FEET
 DF1697'SOUTH-SOUTHEAST OF A POWER POLE ON THE NORTHWESTERN SIDE OF THE
 DF1697'ROAD, AND 2.2 FEET NORTHWEST OF A WITNESS POST SET AT A FENCE
 DF1697'LINE.  IT IS A STANDARD BRASS DISK STAMPED---062-206 1976---,
 DF1697'SET IN THE TOP OF A 10 INCH CYLINCRICAL CONCRETE POST 2 INCHES
 DF1697'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1697'STANDARD DISK STAMPED---062-206 1976---, SET IN THE TOP OF A 5
 DF1697'INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.86 METER
 DF1697'BELOW THE SURFACE OF THE GROUND.
 DF1697'
 DF1697'RM 1 IS LOCATED 39 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 DF1697'120.5 FEET SOUTHWEST OF THE POWER POLE, 128.5 FEET SOUTH OF THE
 DF1697'POWER POLE ON THE NORTHWESTERN SIDE OF THE ROAD, AND 1.9 FEET
 DF1697'NORTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A STANDARD
 DF1697'DISK STAMPED---062-206 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 DF1697'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1697'GROUND.
 DF1697'
 DF1697'THE AZIMUTH MARK IS LOCATED 30 FEET NORTHWEST OF THE CENTERLINE
 DF1697'OF THE HIGHWAY, 73.0 FEET SOUTHWEST OF A POWER POLE, 115.0 FEET
 DF1697'WEST OF THE SOUTHWEST END OF AN 18 INCH CONCRETE CULVERT PIPE
 DF1697'UNDER A DRIVEWAY TO THE SOUTHEAST, 120.0 FEET WEST-NORTHWEST OF
 DF1697'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTHWEST SIDE OF
 DF1697'THE DRIVEWAY, AND 2.5 FEET SOUTHEAST OF A WITNESS POST. IT IS A
 DF1697'STANDARD DISK STAMPED---062-206 1976 AZMK---, SET IN THE TOP OF
 DF1697'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1697'OF THE GROUND.
 DF1697'
 DF1697'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1725 ***********************************************************************
 DF1725  DESIGNATION -  BV 062 207
 DF1725  PID         -  DF1725
 DF1725  STATE/COUNTY-  GA/GLASCOCK
 DF1725  USGS QUAD   -  MITCHELL (1972)
 DF1725
 DF1725                         *CURRENT SURVEY CONTROL
 DF1725  ___________________________________________________________________
 DF1725* NAD 83(1994)-  33 12 27.55439(N)    082 39 53.62966(W)     ADJUSTED  
 DF1725* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 DF1725  ___________________________________________________________________
 DF1725  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DF1725  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DF1725
 DF1725  HORZ ORDER  -  SECOND
 DF1725
 DF1725.The horizontal coordinates were established by classical geodetic methods
 DF1725.and adjusted by the National Geodetic Survey in September 1997..
 DF1725
 DF1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1725
 DF1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1725
 DF1725.The geoid height was determined by GEOID03.
 DF1725
 DF1725;                    North         East     Units Scale Factor Converg.
 DF1725;SPC GA E     -   355,739.820   153,552.547   MT  0.99992659   -0 16 22.3
 DF1725;SPC GA E     - 1,167,123.06    503,780.31   sFT  0.99992659   -0 16 22.3
 DF1725;UTM  17      - 3,675,542.801   344,828.787   MT  0.99989687   -0 54 43.2
 DF1725
 DF1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1725!SPC GA E     -   0.99998018  x   0.99992659  =   0.99990677
 DF1725!UTM  17      -   0.99998018  x   0.99989687  =   0.99987705
 DF1725
 DF1725:                Primary Azimuth Mark                     Grid Az
 DF1725:SPC GA E     -  BV 062 207 AZ MK                         138 31 36.5
 DF1725:UTM  17      -  BV 062 207 AZ MK                         139 09 57.4
 DF1725
 DF1725|---------------------------------------------------------------------|
 DF1725| PID    Reference Object                     Distance      Geod. Az  |
 DF1725|                                                           dddmmss.s |
 DF1725| DF2854 BV 062 207 AZ MK                                   1381514.2 |
 DF1725| DF1726 BV 062 207 GADT RM 1                 19.089 METERS 22130     |
 DF1725|---------------------------------------------------------------------|
 DF1725
 DF1725                          SUPERSEDED SURVEY CONTROL
 DF1725
 DF1725  NAD 83(1986)-  33 12 27.55933(N)    082 39 53.62718(W) AD(       ) 2
 DF1725  NAD 27      -  33 12 27.03071(N)    082 39 54.15269(W) AD(       ) 2
 DF1725  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 DF1725
 DF1725.Superseded values are not recommended for survey control.
 DF1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1725.See file dsdata.txt to determine how the superseded data were derived.
 DF1725
 DF1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4482975543(NAD 83)
 DF1725_MARKER: DD = SURVEY DISK
 DF1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1725
 DF1725  HISTORY     - Date     Condition        Report By
 DF1725  HISTORY     - 1976     MONUMENTED       GADT
 DF1725
 DF1725                          STATION DESCRIPTION
 DF1725
 DF1725'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1725'THE STATION IS ABOUT 2-1/2 MILES EAST-SOUTHEAST OF MITCHELL,
 DF1725'4-1/4 MILES WEST-SOUTHWEST OF GIBSON, AND 4-1/2 MILES NORTHWEST
 DF1725'OF EDGEHILL ON COUNTY RIGHT OF WAY.
 DF1725'
 DF1725'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 102,
 DF1725'STATE ROUTE 123, AND PAVED COUNTY ROAD 91255 IN MITCHELL, GO
 DF1725'EAST ALONG COUNTY ROAD 91255 (LOUISVILLE MITCHELL ROAD) FOR
 DF1725'1.35 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 102 (HATTAWAY
 DF1725'ROAD) TO THE LEFT, AND DIRT COUNTY ROAD 101 (WITCHER ROAD) TO
 DF1725'THE RIGHT. CONTINUE GOING EAST ALONG COUNTY ROAD 91255 FOR
 DF1725'1.15 MILES TO THE STATION ON THE LEFT.
 DF1725'
 DF1725'THE STATION IS LOCATED 28 FEET NORTH-NORTHEAST OF THE CENTER
 DF1725'LINE OF THE ROAD, 79.5 FEET SOUTH-SOUTHEAST OF A 12 INCH POPLAR
 DF1725'TREE, 204.2 FEET WEST-NORTHWEST OF A POWER POLE
 DF1725'ON A POWER LINE CROSSING THE ROAD, 68.5 FEET NORTHEAST OF A
 DF1725'12 INCH POPLAR TREE ON THE SOUTHWESTERN SIDE OF THE ROAD, 67.3
 DF1725'FEET NORTH-NORTHEAST OF THE WESTERN MOST BRANCH OF A TRIPLE
 DF1725'FORKED PERSIMMON TREE ON THE SOUTHWESTERN SIDE OF THE ROAD, AND
 DF1725'2.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF1725'BRASS DISK STAMPED---062-207 1976---, SET IN THE TOP OF A 10
 DF1725'INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF
 DF1725'THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1725'STAMPED---062-207 1976---, SET IN THE TOP OF A 5 INCH
 DF1725'CONCRETE BLOCK APPROXIMATELY 0.94 METER BELOW THE SURFACE OF
 DF1725'THE GROUND.
 DF1725'
 DF1725'RM 1 IS LOCATED 35 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF1725'THE ROAD, 7.0 FEET EAST OF THE 12 INCH POPLAR TREE, 23.2 FEET
 DF1725'NORTHWEST OF THE WESTERN MOST BRANCH OF THE TRIPLE FORKED
 DF1725'PERSIMMON TREE, 48.7 FEET SOUTH OF THE 12 INCH POPLAR TREE ON
 DF1725'THE NORTHEASTERN SIDE OF THE ROAD, 218.6 FEET WEST-SOUTHWEST OF
 DF1725'THE POWER POLE ON THE NORTHEASTERN SIDE OF THE ROAD, AND 3.5
 DF1725'FEET NORTH-NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1725'STAMPED---062-207 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 DF1725'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF1725'GROUND.
 DF1725'
 DF1725'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1725'SOUTHEAST ALONG COUNTY ROAD 91255 FOR 0.2 MILE TO THE AZIMUTH
 DF1725'MARK ON THE LEFT. IT IS LOCATED 41 FEET NORTHEAST OF THE CENTER
 DF1725'LINE OF THE ROAD, 113.0 FEET NORTHWEST OF A RIGHT OF WAY
 DF1725'MARKER, 139.5 FEET NORTH OF ANOTHER RIGHT OF WAY MARKER ON THE
 DF1725'SOUTHERN SIDE OF THE ROAD, AND 2.2 FEET NORTHEAST OF A WITNESS
 DF1725'POST. IT IS A STANDARD DISK STAMPED---062-207 1976 AZMK---,
 DF1725'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES
 DF1725'BELOW THE SURFACE OF THE GROUND.
 DF1725'
 DF1725'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1730 ***********************************************************************
 DF1730  DESIGNATION -  BV 062 208
 DF1730  PID         -  DF1730
 DF1730  STATE/COUNTY-  GA/GLASCOCK
 DF1730  USGS QUAD   -  MITCHELL (1972)
 DF1730
 DF1730                         *CURRENT SURVEY CONTROL
 DF1730  ___________________________________________________________________
 DF1730* NAD 83(1994)-  33 10 47.12552(N)    082 42 22.06533(W)     ADJUSTED  
 DF1730* NAVD 88     -       124.     (meters)     407.     (feet)  VERTCON   
 DF1730  ___________________________________________________________________
 DF1730  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DF1730  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF1730
 DF1730  HORZ ORDER  -  SECOND
 DF1730
 DF1730.The horizontal coordinates were established by classical geodetic methods
 DF1730.and adjusted by the National Geodetic Survey in September 1997..
 DF1730
 DF1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1730
 DF1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1730
 DF1730.The geoid height was determined by GEOID03.
 DF1730
 DF1730;                    North         East     Units Scale Factor Converg.
 DF1730;SPC GA E     -   352,665.151   149,692.696   MT  0.99993119   -0 17 42.9
 DF1730;SPC GA E     - 1,157,035.58    491,116.79   sFT  0.99993119   -0 17 42.9
 DF1730;UTM  17      - 3,672,511.437   340,934.987   MT  0.99991196   -0 56 02.1
 DF1730
 DF1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1730!SPC GA E     -   0.99998503  x   0.99993119  =   0.99991622
 DF1730!UTM  17      -   0.99998503  x   0.99991196  =   0.99989699
 DF1730
 DF1730:                Primary Azimuth Mark                     Grid Az
 DF1730:SPC GA E     -  CHALKER                                  215 04 41.4
 DF1730:UTM  17      -  CHALKER                                  215 43 00.6
 DF1730
 DF1730|---------------------------------------------------------------------|
 DF1730| PID    Reference Object                     Distance      Geod. Az  |
 DF1730|                                                           dddmmss.s |
 DF1730| DF1732 CHALKER                             APPROX. 5.8 KM 2144658.5 |
 DF1730| DF1731 BV 062 208 GADT PTA                  25.448 METERS 26223     |
 DF1730| DF2855 BV 062 208 AZ MK                                   2943724.6 |
 DF1730|---------------------------------------------------------------------|
 DF1730
 DF1730                          SUPERSEDED SURVEY CONTROL
 DF1730
 DF1730  NAD 83(1986)-  33 10 47.13027(N)    082 42 22.06328(W) AD(       ) 2
 DF1730  NAD 27      -  33 10 46.59495(N)    082 42 22.57821(W) AD(       ) 2
 DF1730  NGVD 29 (07/19/86)  124.     (m)          407.     (f) VERT ANG       
 DF1730
 DF1730.Superseded values are not recommended for survey control.
 DF1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1730.See file dsdata.txt to determine how the superseded data were derived.
 DF1730
 DF1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4093572511(NAD 83)
 DF1730_MARKER: DD = SURVEY DISK
 DF1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1730
 DF1730  HISTORY     - Date     Condition        Report By
 DF1730  HISTORY     - 1976     MONUMENTED       GADT
 DF1730
 DF1730                          STATION DESCRIPTION
 DF1730
 DF1730'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1730'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF MITCHELL, 5-1/4 MILES
 DF1730'WEST-NORTHWEST OF EDGEHILL, AND 8 MILES NORTHEAST OF WARTHEN ON
 DF1730'COUNTY RIGHT OF WAY.
 DF1730'
 DF1730'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MITCHELL, GO
 DF1730'SOUTHWEST ALONG STATE ROUTE 102 FOR 0.1 MILE TO THE JUNCTION OF
 DF1730'STATE ROUTE 123 TO THE RIGHT AND PAVED COUNTY ROAD 91255 TO THE
 DF1730'LEFT. CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 102 FOR 2.0
 DF1730'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 90789 TO THE RIGHT.
 DF1730'CONTINUE SOUTHWEST ALONG STATE ROUTE 102 FOR 0.9 MILE TO THE
 DF1730'JUNCTION OF PAVED COUNTY ROAD 34 (RALEY KITCHENS ROAD) TO THE
 DF1730'LEFT. TURN LEFT GOING EAST ALONG COUNTY ROAD 34 FOR 1.3 MILE
 DF1730'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING EAST ALONG
 DF1730'COUNTY ROAD 34 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF1730'
 DF1730'THE STATION IS LOCATED 38 FEET NORTH-NORTHEAST OF THE CENTER
 DF1730'LINE OF THE ROAD, 9.3 FEET SOUTH-SOUTHWEST OF A 3 INCH PERSIMMON
 DF1730'TREE, 8.8 FEET WEST-SOUTHWEST OF TWIN 3 INCH AND 2-1/2 INCH
 DF1730'PERSIMMON TREES, 28.8 FEET SOUTH-SOUTHEAST OF A 10 INCH PINE
 DF1730'TREE, 99.9 FEET SOUTHEAST OF A 3 INCH OAK TREE,
 DF1730'93.0 FEET NORTHEAST OF A POWER POLE ON THE
 DF1730'SOUTH SIDE OF THE ROAD, AND 1.7 FEET
 DF1730'SOUTH-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1730'STANDARD BRASS DISK STAMPED---062-208 1976---, SET IN THE TOP
 DF1730'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1730'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF1730'UNDERGROUND STATION IS A STANDARD DISK STAMPED---062-208
 DF1730'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF1730'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.
 DF1730'
 DF1730'THE AZIMUTH MARK IS LOCATED ABOUT 200 FEET EAST-SOUTHEAST OF THE
 DF1730'JUNCTION OF COUNTY ROAD 39 (ELLEN SMITH ROAD), 37 FEET SOUTH-
 DF1730'SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 DF1730'193.0 FEET EAST-SOUTHEAST OF THE EAST END OF A
 DF1730'24 INCH CONCRETE CULVERT UNDER A
 DF1730'DRIVEWAY TO THE SOUTH, 17.4 FEET EAST OF A STUB POWER POLE, AND
 DF1730'1.7 FEET SOUTH-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF1730'DISK STAMPED---062-208 1976 AZMK---, SET IN THE TOP OF A 10
 DF1730'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1730'THE GROUND WITH STEEL RODS EMBEDDED.
 DF1730'
 DF1730'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE3695 ***********************************************************************
 AE3695  DESIGNATION -  BV 063 18
 AE3695  PID         -  AE3695
 AE3695  STATE/COUNTY-  GA/GLYNN
 AE3695  USGS QUAD   -  JEKYLL ISLAND (1993)
 AE3695
 AE3695                         *CURRENT SURVEY CONTROL
 AE3695  ___________________________________________________________________
 AE3695* NAD 83(1986)-  31 02 51.     (N)    081 25 17.     (W)     SCALED    
 AE3695* NAVD 88     -         5.683  (meters)      18.64   (feet)  ADJUSTED  
 AE3695  ___________________________________________________________________
 AE3695  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AE3695  DYNAMIC HT  -           5.676 (meters)      18.62  (feet)  COMP
 AE3695  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 AE3695
 AE3695  VERT ORDER  -  SECOND    CLASS I
 AE3695
 AE3695.The horizontal coordinates were scaled from a topographic map and have
 AE3695.an estimated accuracy of +/- 6 seconds.
 AE3695
 AE3695.The orthometric height was determined by differential leveling
 AE3695.and adjusted by the National Geodetic Survey in April 1998..
 AE3695
 AE3695.The geoid height was determined by GEOID03.
 AE3695
 AE3695.The dynamic height is computed by dividing the NAVD 88
 AE3695.geopotential number by the normal gravity value computed on the
 AE3695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3695.degrees latitude (g = 980.6199 gals.).
 AE3695
 AE3695.The modeled gravity was interpolated from observed gravity values.
 AE3695
 AE3695;                    North         East    Units  Estimated Accuracy
 AE3695;SPC GA E     -   116,350.      271,140.      MT  (+/- 180 meters Scaled)
 AE3695
 AE3695                          SUPERSEDED SURVEY CONTROL
 AE3695
 AE3695.No superseded survey control is available for this station.
 AE3695
 AE3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ597349(NAD 83)
 AE3695_MARKER: DD = SURVEY DISK
 AE3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3695_STAMPING: 063 18
 AE3695_MARK LOGO: GADT  
 AE3695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3695
 AE3695  HISTORY     - Date     Condition        Report By
 AE3695  HISTORY     - 1985     MONUMENTED       GADT
 AE3695  HISTORY     - 19960605 GOOD             NGS
 AE3695
 AE3695                          STATION DESCRIPTION
 AE3695
 AE3695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 AE3695'MARK IS ON JEKYLL ISLAND AT THE EAST END OF THE OLD LIFT BRIDGE OVER
 AE3695'THE INTRACOASTAL WATERWAY, 132 FT (40.2 M) EAST OF EAST END OF SE
 AE3695'BRIDGE PARAPET, 11.5 FT (3.5 M) EAST OF MILE POST 25, 8 FT (2.4 M) SE
 AE3695'OF EAST END OF GUARD RAIL, 4.5 FT (1.4 M) SOUTH OF SOUTH CURB, 3.5 FT
 AE3695'(1.1 M) NORTH OF A WITNESS POST.  BASED ON A SIMILAR MONUMENT TORN OUT
 AE3695'DURING CLEARING AND GRUBBING ON WEST SIDE OF WATERWAY DURING
 AE3695'CONSTRUCTION OF NEW HIGHER BRIDGE, THIS MONUMENT IS ONLY 2 FT (0.6 M)
 AE3695'DEEP.  IT MAY NOT SURVIVE THE CONSTRUCTION.  A PARKING AREA IS TO BE
 AE3695'CONSTRUCTED HERE ONCE THE NEW BRIDGE IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2000 ***********************************************************************
 EE2000  DESIGNATION -  BV 064 200 GAHD 1972
 EE2000  PID         -  EE2000
 EE2000  STATE/COUNTY-  GA/GORDON
 EE2000  USGS QUAD   -  SUGAR VALLEY (1981)
 EE2000
 EE2000                         *CURRENT SURVEY CONTROL
 EE2000  ___________________________________________________________________
 EE2000* NAD 83(1994)-  34 33 23.08405(N)    085 00 32.08171(W)     ADJUSTED  
 EE2000* NAVD 88     -       209.5    (meters)     687.     (feet)  VERTCON   
 EE2000  ___________________________________________________________________
 EE2000  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EE2000  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE2000
 EE2000  HORZ ORDER  -  SECOND
 EE2000
 EE2000.The horizontal coordinates were established by classical geodetic methods
 EE2000.and adjusted by the National Geodetic Survey in September 1997..
 EE2000
 EE2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2000
 EE2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2000
 EE2000.The geoid height was determined by GEOID03.
 EE2000
 EE2000;                    North         East     Units Scale Factor Converg.
 EE2000;SPC GA W     -   505,541.144   622,707.113   MT  0.99997361   -0 28 39.9
 EE2000;SPC GA W     - 1,658,596.24  2,042,998.25   sFT  0.99997361   -0 28 39.9
 EE2000;UTM  16      - 3,825,653.519   682,678.382   MT  1.00001134   +1 07 46.9
 EE2000
 EE2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2000!SPC GA W     -   0.99997173  x   0.99997361  =   0.99994534
 EE2000!UTM  16      -   0.99997173  x   1.00001134  =   0.99998307
 EE2000
 EE2000:                Primary Azimuth Mark                     Grid Az
 EE2000:SPC GA W     -  GORDON LOT                               102 13 09.3
 EE2000:UTM  16      -  GORDON LOT                               100 36 42.5
 EE2000
 EE2000|---------------------------------------------------------------------|
 EE2000| PID    Reference Object                     Distance      Geod. Az  |
 EE2000|                                                           dddmmss.s |
 EE2000| EE1914 GORDON LOT                          APPROX. 7.6 KM 1014429.4 |
 EE2000| EE1910 CALHOUN WEBBS CABLE TV MAST         APPROX. 7.6 KM 1031425.1 |
 EE2000|---------------------------------------------------------------------|
 EE2000
 EE2000                          SUPERSEDED SURVEY CONTROL
 EE2000
 EE2000  NAD 83(1994)-  34 33 23.08851(N)    085 00 32.08624(W) AD(       ) 2
 EE2000  NAD 83(1986)-  34 33 23.08950(N)    085 00 32.08544(W) AD(       ) 2
 EE2000  NAD 27      -  34 33 22.78562(N)    085 00 32.28402(W) AD(       ) 2
 EE2000  NGVD 29 (07/19/86)  209.5    (m)          687.     (f) VERT ANG       
 EE2000
 EE2000.Superseded values are not recommended for survey control.
 EE2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2000.See file dsdata.txt to determine how the superseded data were derived.
 EE2000
 EE2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8267825654(NAD 83)
 EE2000_MARKER: Z = SEE DESCRIPTION
 EE2000_SETTING: 0 = UNSPECIFIED SETTING
 EE2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2000
 EE2000  HISTORY     - Date     Condition        Report By
 EE2000  HISTORY     - 1972     MONUMENTED       GADT
 EE2000
 EE2000                          STATION DESCRIPTION
 EE2000
 EE2000'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2000'THE STATION IS LOCATED 4.6 MILES NORTHWEST OF CALHOUN, GEORGIA.  4.1
 EE2000'MILES WEST OF THE INTERSECTION OF U.S. 41 AND INTERSTATE 75.  5.0
 EE2000'MILES WEST-NORTHWEST OF GA 225 AND INTERSTATE 75.
 EE2000'
 EE2000'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 AND GA 53,
 EE2000'PROCEED NORTH ON INTERSTATE 75 FOR 4.7 MILES TO GA 225.  CONTINUE
 EE2000'NORTH ON INTERSTATE 75 FOR 3.0 MILES TO THE RESACA SUGAR VALLEY
 EE2000'ROAD EXIT.  TAKE EXIT AND PROCEED WEST ON THE RESACA SUGAR VALLEY
 EE2000'ROAD 1.0 MILES TO COUNTY ROAD 92302.  PROCEED SOUTH ON COUNTY
 EE2000'ROAD 0.6 MILES TO A PAVED REVERSE FORK.  CONTINUE SOUTH ON THE
 EE2000'COUNTY ROAD 0.7 MILES TO A WHITE CHURCH ON THE LEFT AND A T
 EE2000'ROAD ON THE RIGHT.  PROCEED WEST ON THE T ROAD 2.3 MILES TO A
 EE2000'CROSS ROAD.  PROCEED LEFT ON THE CROSS ROAD 0.1 MILE TO A
 EE2000'WHITE FRAME HOUSE AND A GATE ON THE RIGHT.  PASS THROUGH THE
 EE2000'GATE AND FOLLOW FENCE LINE 70 YARDS TO THE CORNER.  PROCEED
 EE2000'SOUTH AROUND CORNER 21 YARDS TO THE STATION BETWEEN THE FENCE
 EE2000'AND THE TOP OF A TERRACE.
 EE2000'
 EE2000'THE STATION IS LOCATED 64.6 FEET NORTH-NORTHEAST OF FENCE T.  11.2
 EE2000'FEET EAST OF A WITNESS POST IN THE FENCE LINE.  58.7 FEET
 EE2000'SOUTH-SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1912 ***********************************************************************
 EE1912  DESIGNATION -  BV 064 201 GAHD 1972
 EE1912  PID         -  EE1912
 EE1912  STATE/COUNTY-  GA/GORDON
 EE1912  USGS QUAD   -  CALHOUN NORTH (1982)
 EE1912
 EE1912                         *CURRENT SURVEY CONTROL
 EE1912  ___________________________________________________________________
 EE1912* NAD 83(1994)-  34 34 37.71512(N)    084 56 59.82549(W)     ADJUSTED  
 EE1912* NAVD 88     -       205.0    (meters)     673.     (feet)  VERTCON   
 EE1912  ___________________________________________________________________
 EE1912  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EE1912  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE1912
 EE1912  HORZ ORDER  -  SECOND
 EE1912
 EE1912.The horizontal coordinates were established by classical geodetic methods
 EE1912.and adjusted by the National Geodetic Survey in September 1997..
 EE1912
 EE1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1912
 EE1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1912
 EE1912.The geoid height was determined by GEOID03.
 EE1912
 EE1912;                    North         East     Units Scale Factor Converg.
 EE1912;SPC GA W     -   507,797.180   628,135.846   MT  0.99996364   -0 26 40.4
 EE1912;SPC GA W     - 1,665,997.91  2,060,809.02   sFT  0.99996364   -0 26 40.4
 EE1912;UTM  16      - 3,828,061.125   688,041.970   MT  1.00003585   +1 09 49.6
 EE1912
 EE1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1912!SPC GA W     -   0.99997245  x   0.99996364  =   0.99993609
 EE1912!UTM  16      -   0.99997245  x   1.00003585  =   1.00000830
 EE1912
 EE1912:                Primary Azimuth Mark                     Grid Az
 EE1912:SPC GA W     -  CALHOUN                                  152 29 06.9
 EE1912:UTM  16      -  CALHOUN                                  150 52 36.9
 EE1912
 EE1912|---------------------------------------------------------------------|
 EE1912| PID    Reference Object                     Distance      Geod. Az  |
 EE1912|                                                           dddmmss.s |
 EE1912| EE1915 CALHOUN                             APPROX. 4.4 KM 1520226.5 |
 EE1912| EE1910 CALHOUN WEBBS CABLE TV MAST         APPROX. 4.5 KM 1532910.9 |
 EE1912|---------------------------------------------------------------------|
 EE1912
 EE1912                          SUPERSEDED SURVEY CONTROL
 EE1912
 EE1912  NAD 83(1994)-  34 34 37.71948(N)    084 56 59.83012(W) AD(       ) 2
 EE1912  NAD 83(1986)-  34 34 37.72042(N)    084 56 59.82933(W) AD(       ) 2
 EE1912  NAD 27      -  34 34 37.41593(N)    084 57 00.03320(W) AD(       ) 2
 EE1912  NGVD 29 (07/19/86)  205.0    (m)          673.     (f) VERT ANG       
 EE1912
 EE1912.Superseded values are not recommended for survey control.
 EE1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1912.See file dsdata.txt to determine how the superseded data were derived.
 EE1912
 EE1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8804228061(NAD 83)
 EE1912_MARKER: DD = SURVEY DISK
 EE1912_SETTING: 0 = UNSPECIFIED SETTING
 EE1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1912
 EE1912  HISTORY     - Date     Condition        Report By
 EE1912  HISTORY     - 1972     MONUMENTED       GADT
 EE1912
 EE1912                          STATION DESCRIPTION
 EE1912
 EE1912'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1912'THE STATION IS LOCATED 5.0 MILES NORTH OF CALHOUN, GEORGIA AT
 EE1912'THE INTERSECTION OF INTERSTATE 75 AND RESACA, SUGAR VALLEY
 EE1912'ROAD EXIT.
 EE1912'
 EE1912'TO REACH FROM THE GORDON COUNTY LINE ON INTERSTATE 75,
 EE1912'PROCEED SOUTH ON I-75 FOR 2.85 MILES TO THE FIRST BRIDGE
 EE1912'CROSSING I-75.  THE STATION IS LOCATED AT THE EAST END OF THE
 EE1912'BRIDGE.
 EE1912'
 EE1912'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1912'WITH THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.93 METERS
 EE1912'BELOW THE GROUND.  THE STATION IS LOCATED 15.5 FEET WEST OF THE
 EE1912'SECOND POST ON THE GUARD RAIL.  4.4 FEET NORTHEAST OF BRIDGE
 EE1912'ABUTMENT.  18 FEET NORTH OF THE CENTER LINE OF RESACA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1907 ***********************************************************************
 EE1907  DESIGNATION -  BV 064 202 GAHD 1972
 EE1907  PID         -  EE1907
 EE1907  STATE/COUNTY-  GA/GORDON
 EE1907  USGS QUAD   -  REDBUD (1985)
 EE1907
 EE1907                         *CURRENT SURVEY CONTROL
 EE1907  ___________________________________________________________________
 EE1907* NAD 83(1994)-  34 31 44.36978(N)    084 50 24.51943(W)     ADJUSTED  
 EE1907* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 EE1907  ___________________________________________________________________
 EE1907  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EE1907  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE1907
 EE1907  HORZ ORDER  -  SECOND
 EE1907
 EE1907.The horizontal coordinates were established by classical geodetic methods
 EE1907.and adjusted by the National Geodetic Survey in September 1997..
 EE1907
 EE1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1907
 EE1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1907
 EE1907.The geoid height was determined by GEOID03.
 EE1907
 EE1907;                    North         East     Units Scale Factor Converg.
 EE1907;SPC GA W     -   502,383.332   638,174.918   MT  0.99994710   -0 22 54.3
 EE1907;SPC GA W     - 1,648,235.98  2,093,745.54   sFT  0.99994710   -0 22 54.3
 EE1907;UTM  16      - 3,822,930.468   698,230.017   MT  1.00008437   +1 13 28.8
 EE1907
 EE1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1907!SPC GA W     -   0.99997009  x   0.99994710  =   0.99991719
 EE1907!UTM  16      -   0.99997009  x   1.00008437  =   1.00005446
 EE1907
 EE1907:                Primary Azimuth Mark                     Grid Az
 EE1907:SPC GA W     -  CALHOUN WEBBS CABLE TV MAST              279 29 58.0
 EE1907:UTM  16      -  CALHOUN WEBBS CABLE TV MAST              277 53 34.9
 EE1907
 EE1907|---------------------------------------------------------------------|
 EE1907| PID    Reference Object                     Distance      Geod. Az  |
 EE1907|                                                           dddmmss.s |
 EE1907| EE1910 CALHOUN WEBBS CABLE TV MAST         APPROX. 8.2 KM 2790703.7 |
 EE1907| EE1915 CALHOUN                             APPROX. 8.2 KM 2803435.2 |
 EE1907|---------------------------------------------------------------------|
 EE1907
 EE1907                          SUPERSEDED SURVEY CONTROL
 EE1907
 EE1907  NAD 83(1994)-  34 31 44.37393(N)    084 50 24.52380(W) AD(       ) 2
 EE1907  NAD 83(1986)-  34 31 44.37481(N)    084 50 24.52314(W) AD(       ) 2
 EE1907  NAD 27      -  34 31 44.06317(N)    084 50 24.74026(W) AD(       ) 2
 EE1907  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 EE1907
 EE1907.Superseded values are not recommended for survey control.
 EE1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1907.See file dsdata.txt to determine how the superseded data were derived.
 EE1907
 EE1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9823022930(NAD 83)
 EE1907_MARKER: DD = SURVEY DISK
 EE1907_SETTING: 0 = UNSPECIFIED SETTING
 EE1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1907
 EE1907  HISTORY     - Date     Condition        Report By
 EE1907  HISTORY     - 1972     MONUMENTED       GADT
 EE1907
 EE1907                          STATION DESCRIPTION
 EE1907
 EE1907'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1907'THE STATION IS LOCATED 6.5 MILES NORTHEAST OF CALHOUN, GEORGIA.  4.6
 EE1907'MILES EAST OF THE INTERSECTION OF INTERSTATE 75 AND GEORGIA
 EE1907'225.  4.6 MILES NORTHEAST OF THE INTERSECTION OF GEORGIA 156
 EE1907'AND INTERSTATE 75.
 EE1907'
 EE1907'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 AND RED BUD
 EE1907'ROAD EXIT, PROCEED EAST ON RED BUD ROAD 4.87 MILES TO RED BUD
 EE1907'SCHOOL.  PROCEED SOUTH 0.1 MILES IN SCHOOL PARKING LOT TO
 EE1907'THE STATION.
 EE1907'
 EE1907'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE FLUSH WITH
 EE1907'THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.78 METERS BELOW
 EE1907'THE GROUND.  THE STATION IS LOCATED 27.4 FEET NORTHWEST OF A
 EE1907'POWER POLE BY BRICK GAS HOUSE.  92.2 FEET SOUTHWEST OF A METAL
 EE1907'BUILDING.  1.0 FOOT OFF THE EDGE OF THE PARKING LOT ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1909 ***********************************************************************
 EE1909  DESIGNATION -  BV 064 203
 EE1909  PID         -  EE1909
 EE1909  STATE/COUNTY-  GA/GORDON
 EE1909  USGS QUAD   -  REDBUD (1985)
 EE1909
 EE1909                         *CURRENT SURVEY CONTROL
 EE1909  ___________________________________________________________________
 EE1909* NAD 83(1994)-  34 35 00.47370(N)    084 49 13.03468(W)     ADJUSTED  
 EE1909* NAVD 88     -       208.     (meters)     682.     (feet)  VERTCON   
 EE1909  ___________________________________________________________________
 EE1909  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 EE1909  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1909
 EE1909  HORZ ORDER  -  SECOND
 EE1909
 EE1909.The horizontal coordinates were established by classical geodetic methods
 EE1909.and adjusted by the National Geodetic Survey in September 1997..
 EE1909
 EE1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1909
 EE1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1909
 EE1909.The geoid height was determined by GEOID03.
 EE1909
 EE1909;                    North         East     Units Scale Factor Converg.
 EE1909;SPC GA W     -   508,413.761   640,036.903   MT  0.99994430   -0 22 15.6
 EE1909;SPC GA W     - 1,668,020.81  2,099,854.41   sFT  0.99994430   -0 22 15.6
 EE1909;UTM  16      - 3,829,011.626   699,922.341   MT  1.00009267   +1 14 15.5
 EE1909
 EE1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1909!SPC GA W     -   0.99997198  x   0.99994430  =   0.99991628
 EE1909!UTM  16      -   0.99997198  x   1.00009267  =   1.00006465
 EE1909
 EE1909:                Primary Azimuth Mark                     Grid Az
 EE1909:SPC GA W     -  BV 064 203 AZ MK                         000 01 25.9
 EE1909:UTM  16      -  BV 064 203 AZ MK                         358 24 54.8
 EE1909
 EE1909|---------------------------------------------------------------------|
 EE1909| PID    Reference Object                     Distance      Geod. Az  |
 EE1909|                                                           dddmmss.s |
 EE1909| CZ4350 BV 064 203 AZ MK                                   3593910.3 |
 EE1909|---------------------------------------------------------------------|
 EE1909
 EE1909                          SUPERSEDED SURVEY CONTROL
 EE1909
 EE1909  NAD 83(1994)-  34 35 00.47765(N)    084 49 13.03867(W) AD(       ) 2
 EE1909  NAD 83(1986)-  34 35 00.47833(N)    084 49 13.03822(W) AD(       ) 2
 EE1909  NAD 27      -  34 35 00.17162(N)    084 49 13.25830(W) AD(       ) 2
 EE1909  NGVD 29 (07/19/86)  208.     (m)          682.     (f) VERT ANG       
 EE1909
 EE1909.Superseded values are not recommended for survey control.
 EE1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1909.See file dsdata.txt to determine how the superseded data were derived.
 EE1909
 EE1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9992229012(NAD 83)
 EE1909_MARKER: DD = SURVEY DISK
 EE1909_SETTING: 0 = UNSPECIFIED SETTING
 EE1909
 EE1909  HISTORY     - Date     Condition        Report By
 EE1909  HISTORY     - 1972     MONUMENTED       GADT
 EE1909
 EE1909                          STATION DESCRIPTION
 EE1909
 EE1909'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1909'THE STATION IS LOCATED 9.0 MILES NORTHEAST OF CALHOUN,
 EE1909'GEORGIA.  7.4 MILES NORTHEAST OF THE INTERSECTION OF INTERSTATE
 EE1909'75 AND GA. 156 ON THE PROPERTY OF MR. ARNEAL BAXTER.
 EE1909'
 EE1909'TO REACH FROM THE INTERSECTION OF GA. 52 AND GA. 225, PROCEED
 EE1909'SOUTH ON GA. 225 7.22 MILES TO THE INTERSECTION OF COUNTY ROAD
 EE1909'S2300.  PROCEED SOUTHEAST ON COUNTY ROAD 4.40 MILES TO COUNTY
 EE1909'ROAD S1800.  CONTINUE SOUTHEAST ON COUNTY ROAD S2300 1.5 MILES
 EE1909'TO THE STATION ON THE RIGHT.
 EE1909'
 EE1909'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1909'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.83
 EE1909'METERS BELOW THE STATION.  THE STATION IS LOCATED 7.7 FEET
 EE1909'SOUTH OF A POWER POLE.  7.0 FEET SOUTHWEST OF A 28 INCH OAK
 EE1909'TREE.  69.9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 EE1909'
 EE1909'THE AZIMUTH MARK IS LOCATED 0.21 MILES NORTH OF THE STATION.  22.5
 EE1909'FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD.  23.0 FEET SOUTH
 EE1909'OF THE CENTERLINE OF A DRIVEWAY.  19.5 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1894 ***********************************************************************
 EE1894  DESIGNATION -  BV 064 204
 EE1894  PID         -  EE1894
 EE1894  STATE/COUNTY-  GA/GORDON
 EE1894  USGS QUAD   -  OAKMAN (1985)
 EE1894
 EE1894                         *CURRENT SURVEY CONTROL
 EE1894  ___________________________________________________________________
 EE1894* NAD 83(1994)-  34 35 40.60073(N)    084 44 25.50667(W)     ADJUSTED  
 EE1894* NAVD 88     -       250.6    (meters)     822.     (feet)  VERTCON   
 EE1894  ___________________________________________________________________
 EE1894  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EE1894  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE1894
 EE1894  HORZ ORDER  -  SECOND
 EE1894
 EE1894.The horizontal coordinates were established by classical geodetic methods
 EE1894.and adjusted by the National Geodetic Survey in September 1997..
 EE1894
 EE1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1894
 EE1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1894
 EE1894.The geoid height was determined by GEOID03.
 EE1894
 EE1894;                    North         East     Units Scale Factor Converg.
 EE1894;SPC GA W     -   509,605.616   647,371.189   MT  0.99993413   -0 19 32.8
 EE1894;SPC GA W     - 1,671,931.09  2,123,916.98   sFT  0.99993413   -0 19 32.8
 EE1894;UTM  16      - 3,830,409.173   707,221.526   MT  1.00012930   +1 17 00.1
 EE1894
 EE1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1894!SPC GA W     -   0.99996529  x   0.99993413  =   0.99989942
 EE1894!UTM  16      -   0.99996529  x   1.00012930  =   1.00009459
 EE1894
 EE1894:                Primary Azimuth Mark                     Grid Az
 EE1894:SPC GA W     -  BV 064 204 AZ MK                         263 22 40.3
 EE1894:UTM  16      -  BV 064 204 AZ MK                         261 46 07.4
 EE1894
 EE1894|---------------------------------------------------------------------|
 EE1894| PID    Reference Object                     Distance      Geod. Az  |
 EE1894|                                                           dddmmss.s |
 EE1894| CZ4351 BV 064 204 AZ MK                                   2630307.5 |
 EE1894|---------------------------------------------------------------------|
 EE1894
 EE1894                          SUPERSEDED SURVEY CONTROL
 EE1894
 EE1894  NAD 83(1994)-  34 35 40.60481(N)    084 44 25.51053(W) AD(       ) 2
 EE1894  NAD 83(1986)-  34 35 40.60514(N)    084 44 25.51018(W) AD(       ) 2
 EE1894  NAD 27      -  34 35 40.29720(N)    084 44 25.73909(W) AD(       ) 2
 EE1894  NGVD 29 (07/19/86)  250.6    (m)          822.     (f) VERT ANG       
 EE1894
 EE1894.Superseded values are not recommended for survey control.
 EE1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1894.See file dsdata.txt to determine how the superseded data were derived.
 EE1894
 EE1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0722230409(NAD 83)
 EE1894_MARKER: DD = SURVEY DISK
 EE1894_SETTING: 0 = UNSPECIFIED SETTING
 EE1894
 EE1894  HISTORY     - Date     Condition        Report By
 EE1894  HISTORY     - 1972     MONUMENTED       GADT
 EE1894
 EE1894                          STATION DESCRIPTION
 EE1894
 EE1894'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1894'THE STATION IS LOCATED 13.5 MILES NORTHEAST OF CALHOUN,
 EE1894'GEORGIA.  11.5 MILES SOUTH OF CHARSWORTH, GEORGIA.  12.0 MILES
 EE1894'SOUTHEAST OF THE INTERSECTION OF GEORGIA 225 AND U.S. 76.
 EE1894'
 EE1894'TO REACH FROM THE INTERSECTION OF GEORGIA 225 AND GEORGIA 52,
 EE1894'PROCEED SOUTH ON GEORGIA 225 7.22 MILES TO INTERSECTION OF
 EE1894'COUNTY ROAD S2300.  PROCEED SOUTHEAST ON COUNTY ROAD 4.40 MILES
 EE1894'TO THE INTERSECTION OF COUNTY ROAD S1800.  PROCEED EAST ON
 EE1894'COUNTY ROAD 4.45 MILES TO THE INTERSECTION OF A DIRT SAW MILL
 EE1894'ROAD.  PROCEED EAST ON SAW MILL ROAD 0.55 MILES TO THE STATION
 EE1894'ON THE LEFT.
 EE1894'
 EE1894'THE STATION IS A STANDARD BRASS CAP SET IN A CONCRETE POST FLUSH
 EE1894'WITH THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.83 METERS
 EE1894'BELOW THE GROUND.  THE STATION IS LOCATED 89 FEET WEST OF THE
 EE1894'CENTER LINE OF THE SAW MILL ROAD.  55.6 FEET EAST OF A 12 INCH
 EE1894'WHITE OAK TREE.  46.7 FEET NORTHEAST OF AN 8 INCH LEANING OAK
 EE1894'TREE.
 EE1894'
 EE1894'THE AZIMUTH MARK IS LOCATED 0.17 MILES SOUTHWEST OF THE
 EE1894'STATION.  18.6 FEET WEST OF THE CENTER LINE OF SAW MILL
 EE1894'ROAD.  36.3 FEET NORTHEAST OF A 6 INCH PINE TREE.  21.6 FEET
 EE1894'SOUTH OF A 6 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1890 ***********************************************************************
 EE1890  DESIGNATION -  BV 064 205
 EE1890  PID         -  EE1890
 EE1890  STATE/COUNTY-  GA/GORDON
 EE1890  USGS QUAD   -  OAKMAN (1985)
 EE1890
 EE1890                         *CURRENT SURVEY CONTROL
 EE1890  ___________________________________________________________________
 EE1890* NAD 83(1994)-  34 31 26.08300(N)    084 44 09.20621(W)     ADJUSTED  
 EE1890* NAVD 88     -       255.0    (meters)     837.     (feet)  VERTCON   
 EE1890  ___________________________________________________________________
 EE1890  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 EE1890  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1890
 EE1890  HORZ ORDER  -  SECOND
 EE1890
 EE1890.The horizontal coordinates were established by classical geodetic methods
 EE1890.and adjusted by the National Geodetic Survey in September 1997..
 EE1890
 EE1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1890
 EE1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1890
 EE1890.The geoid height was determined by GEOID03.
 EE1890
 EE1890;                    North         East     Units Scale Factor Converg.
 EE1890;SPC GA W     -   501,761.049   647,742.331   MT  0.99993365   -0 19 21.4
 EE1890;SPC GA W     - 1,646,194.37  2,125,134.63   sFT  0.99993365   -0 19 21.4
 EE1890;UTM  16      - 3,822,576.565   707,812.724   MT  1.00013233   +1 17 01.1
 EE1890
 EE1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1890!SPC GA W     -   0.99996460  x   0.99993365  =   0.99989825
 EE1890!UTM  16      -   0.99996460  x   1.00013233  =   1.00009692
 EE1890
 EE1890:                Primary Azimuth Mark                     Grid Az
 EE1890:SPC GA W     -  BV 064 205 AZ MK                         356 53 58.4
 EE1890:UTM  16      -  BV 064 205 AZ MK                         355 17 35.9
 EE1890
 EE1890|---------------------------------------------------------------------|
 EE1890| PID    Reference Object                     Distance      Geod. Az  |
 EE1890|                                                           dddmmss.s |
 EE1890| CZ4352 BV 064 205 AZ MK                                   3563437.0 |
 EE1890|---------------------------------------------------------------------|
 EE1890
 EE1890                          SUPERSEDED SURVEY CONTROL
 EE1890
 EE1890  NAD 83(1994)-  34 31 26.08741(N)    084 44 09.20970(W) AD(       ) 2
 EE1890  NAD 83(1986)-  34 31 26.08788(N)    084 44 09.20930(W) AD(       ) 2
 EE1890  NAD 27      -  34 31 25.77287(N)    084 44 09.44003(W) AD(       ) 2
 EE1890  NGVD 29 (07/19/86)  255.0    (m)          837.     (f) VERT ANG       
 EE1890
 EE1890.Superseded values are not recommended for survey control.
 EE1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1890.See file dsdata.txt to determine how the superseded data were derived.
 EE1890
 EE1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0781322577(NAD 83)
 EE1890_MARKER: DD = SURVEY DISK
 EE1890_SETTING: 0 = UNSPECIFIED SETTING
 EE1890
 EE1890  HISTORY     - Date     Condition        Report By
 EE1890  HISTORY     - 1972     MONUMENTED       GADT
 EE1890
 EE1890                          STATION DESCRIPTION
 EE1890
 EE1890'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1890'THE STATION IS LOCATED 6.1 MILES NORTHWEST OF FAIRMOUNT,
 EE1890'GEORGIA.  12.5 MILES EAST OF CALHOUN, GEORGIA.  5.7 MILES
 EE1890'NORTHWEST OF THE INTERSECTION OF U.S. 411 AND GA. 53.
 EE1890'
 EE1890'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 156, PROCEED
 EE1890'SOUTH ON U.S. 411 2.01 MILES TO THE INTERSECTION OF COUNTY ROAD
 EE1890'236.  PROCEED WEST ON COUNTY ROAD 1.0 MILES TO THE INTERSECTION
 EE1890'OF COUNTY ROAD 238 AND COUNTY ROAD 237.  PROCEED NORTHEAST ON
 EE1890'COUNTY ROAD 237 1.25 MILES TO AN OLD SAW MILL ROAD.  PROCEED
 EE1890'NORTH ON THE SAW MILL ROAD 2.19 MILES TO THE STATION.
 EE1890'
 EE1890'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE FLUSH WITH
 EE1890'THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.72 METERS BELOW
 EE1890'THE STATION.  THE STATION IS LOCATED AT THE END OF THE SAW MILL
 EE1890'ROAD.  83.0 FEET NORTHWEST OF A 4 INCH PINE TREE.  78.8 FEET
 EE1890'NORTHEAST OF A 2 INCH OAK TREE.  43.0 FEET EAST OF THE END AND
 EE1890'THE CENTERLINE OF THE SAW MILL TRAIL.
 EE1890'
 EE1890'THE AZIMUTH MARK IS LOCATED 0.37 MILES SOUTH OF THE
 EE1890'STATION.  12.0 FEET EAST OF THE CENTERLINE OF THE SAW MILL
 EE1890'TRAIL.  15.5 FEET SOUTHEAST OF THE P.I. OF TWO SAW MILL
 EE1890'TRAILS.  93.0 FEET SOUTH OF A 6 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1762 ***********************************************************************
 EE1762  DESIGNATION -  BV 064 206 GAHD 1972
 EE1762  PID         -  EE1762
 EE1762  STATE/COUNTY-  GA/GORDON
 EE1762  USGS QUAD   -  FAIRMOUNT (1981)
 EE1762
 EE1762                         *CURRENT SURVEY CONTROL
 EE1762  ___________________________________________________________________
 EE1762* NAD 83(1994)-  34 28 45.19262(N)    084 41 05.31520(W)     ADJUSTED  
 EE1762* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 EE1762  ___________________________________________________________________
 EE1762  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 EE1762  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1762
 EE1762  HORZ ORDER  -  SECOND
 EE1762
 EE1762.The horizontal coordinates were established by classical geodetic methods
 EE1762.and adjusted by the National Geodetic Survey in September 1997..
 EE1762
 EE1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1762
 EE1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1762
 EE1762.The geoid height was determined by GEOID03.
 EE1762
 EE1762;                    North         East     Units Scale Factor Converg.
 EE1762;SPC GA W     -   496,778.526   652,406.467   MT  0.99992791   -0 17 36.0
 EE1762;SPC GA W     - 1,629,847.55  2,140,436.88   sFT  0.99992791   -0 17 36.0
 EE1762;UTM  16      - 3,817,725.627   712,615.644   MT  1.00015723   +1 18 40.1
 EE1762
 EE1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1762!SPC GA W     -   0.99995438  x   0.99992791  =   0.99988230
 EE1762!UTM  16      -   0.99995438  x   1.00015723  =   1.00011161
 EE1762
 EE1762:                Primary Azimuth Mark                     Grid Az
 EE1762:SPC GA W     -  FULLER                                   134 51 59.4
 EE1762:UTM  16      -  FULLER                                   133 15 43.3
 EE1762
 EE1762|---------------------------------------------------------------------|
 EE1762| PID    Reference Object                     Distance      Geod. Az  |
 EE1762|                                                           dddmmss.s |
 EE1762| EE1766 FULLER                              APPROX. 6.8 KM 1343423.4 |
 EE1762| EE1765 FAIRMOUNT ATT MICROWAVE             APPROX. 2.2 KM 1681817.8 |
 EE1762|---------------------------------------------------------------------|
 EE1762
 EE1762                          SUPERSEDED SURVEY CONTROL
 EE1762
 EE1762  NAD 83(1994)-  34 28 45.19718(N)    084 41 05.31810(W) AD(       ) 2
 EE1762  NAD 83(1986)-  34 28 45.19761(N)    084 41 05.31779(W) AD(       ) 2
 EE1762  NAD 27      -  34 28 44.87773(N)    084 41 05.55636(W) AD(       ) 2
 EE1762  NGVD 29 (07/19/86)  320.0    (m)         1050.     (f) VERT ANG       
 EE1762
 EE1762.Superseded values are not recommended for survey control.
 EE1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1762.See file dsdata.txt to determine how the superseded data were derived.
 EE1762
 EE1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1261617726(NAD 83)
 EE1762_MARKER: DD = SURVEY DISK
 EE1762_SETTING: 0 = UNSPECIFIED SETTING
 EE1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1762
 EE1762  HISTORY     - Date     Condition        Report By
 EE1762  HISTORY     - 1972     MONUMENTED       GADT
 EE1762
 EE1762                          STATION DESCRIPTION
 EE1762
 EE1762'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1762'THE STATION IS LOCATED 3.0 MILES NORTHEAST OF FAIRMOUNT,
 EE1762'GEORGIA.  2.6 MILES NORTHEAST OF THE INTERSECTION OF U.S. 411 AND
 EE1762'GEORGIA 53.
 EE1762'
 EE1762'TO REACH FROM THE INTERSECTION OF GEORGIA 143 AND U.S. 411,
 EE1762'PROCEED EAST ON GEORGIA 143 FOR 2.15 MILES TO THE INTERSECTION
 EE1762'OF COUNTY ROAD 275.  PROCEED NORTH ON COUNTY ROAD 2.25 MILES
 EE1762'TO THE INTERSECTION OF COUNTY ROAD 278 AND COUNTY ROAD
 EE1762'272.  PROCEED WEST ON COUNTY ROAD 272 FOR 0.85 MILES TO THE
 EE1762'STATION ON THE RIGHT.
 EE1762'
 EE1762'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE FLUSH WITH
 EE1762'THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.82 METERS BELOW
 EE1762'THE STATION.  THE STATION IS LOCATED 24 FEET NORTH OF THE CENTER
 EE1762'LINE OF A SAW MILL ROAD.  50.7 FEET EAST OF A 9 INCH HICKORY
 EE1762'TREE.  34.4 FEET SOUTHWEST OF A 12 INCH HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1764 ***********************************************************************
 EE1764  DESIGNATION -  BV 064 207 GAHD 1972
 EE1764  PID         -  EE1764
 EE1764  STATE/COUNTY-  GA/GORDON
 EE1764  USGS QUAD   -  FAIRMOUNT (1981)
 EE1764
 EE1764                         *CURRENT SURVEY CONTROL
 EE1764  ___________________________________________________________________
 EE1764* NAD 83(1994)-  34 25 45.38072(N)    084 41 35.92772(W)     ADJUSTED  
 EE1764* NAVD 88     -       333.4    (meters)    1094.     (feet)  VERTCON   
 EE1764  ___________________________________________________________________
 EE1764  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EE1764  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1764
 EE1764  HORZ ORDER  -  SECOND
 EE1764
 EE1764.The horizontal coordinates were established by classical geodetic methods
 EE1764.and adjusted by the National Geodetic Survey in September 1997..
 EE1764
 EE1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1764
 EE1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1764
 EE1764.The geoid height was determined by GEOID03.
 EE1764
 EE1764;                    North         East     Units Scale Factor Converg.
 EE1764;SPC GA W     -   491,242.292   651,596.569   MT  0.99992887   -0 17 52.0
 EE1764;SPC GA W     - 1,611,684.09  2,137,779.74   sFT  0.99992887   -0 17 52.0
 EE1764;UTM  16      - 3,812,167.636   711,960.828   MT  1.00015381   +1 18 16.8
 EE1764
 EE1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1764!SPC GA W     -   0.99995228  x   0.99992887  =   0.99988115
 EE1764!UTM  16      -   0.99995228  x   1.00015381  =   1.00010608
 EE1764
 EE1764:                Primary Azimuth Mark                     Grid Az
 EE1764:SPC GA W     -  CASH                                     307 48 46.4
 EE1764:UTM  16      -  CASH                                     306 12 37.6
 EE1764
 EE1764|---------------------------------------------------------------------|
 EE1764| PID    Reference Object                     Distance      Geod. Az  |
 EE1764|                                                           dddmmss.s |
 EE1764| EE1817 CASH                                APPROX.10.1 KM 3073054.4 |
 EE1764|---------------------------------------------------------------------|
 EE1764
 EE1764                          SUPERSEDED SURVEY CONTROL
 EE1764
 EE1764  NAD 83(1994)-  34 25 45.38551(N)    084 41 35.93045(W) AD(       ) 2
 EE1764  NAD 83(1986)-  34 25 45.38596(N)    084 41 35.93020(W) AD(       ) 2
 EE1764  NAD 27      -  34 25 45.06137(N)    084 41 36.16871(W) AD(       ) 2
 EE1764  NGVD 29 (07/19/86)  333.4    (m)         1094.     (f) VERT ANG       
 EE1764
 EE1764.Superseded values are not recommended for survey control.
 EE1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1764.See file dsdata.txt to determine how the superseded data were derived.
 EE1764
 EE1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1196112168(NAD 83)
 EE1764_MARKER: DD = SURVEY DISK
 EE1764_SETTING: 0 = UNSPECIFIED SETTING
 EE1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1764
 EE1764  HISTORY     - Date     Condition        Report By
 EE1764  HISTORY     - 1972     MONUMENTED       GADT
 EE1764
 EE1764                          STATION DESCRIPTION
 EE1764
 EE1764'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1764'THE STATION IS LOCATED 1.0 MILES SOUTHEAST OF THE INTERSECTION
 EE1764'OF GEORGIA 53 AND U.S. 411.
 EE1764'
 EE1764'TO REACH FROM THE INTERSECTION OF U.S. 411 AND COUNTY ROAD 267
 EE1764'IN FAIRMOUNT, GEORGIA.  PROCEED EAST ON COUNTY ROAD 0.82 MILES
 EE1764'TO THE INTERSECTION OF COUNTY ROAD 267 AND AN OLD SAW MILL
 EE1764'ROAD.  PROCEED SOUTH ON SAW MILL ROAD 0.37 MILES TO THE STATION
 EE1764'ON THE RIGHT.
 EE1764'
 EE1764'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE FLUSH WITH
 EE1764'THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.65 METERS BELOW
 EE1764'THE GROUND.  THE STATION IS LOCATED 8.8 FEET WEST OF THE CENTER
 EE1764'LINE OF THE SAW MILL ROAD.  16.7 FEET SOUTH OF A 4 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1816 ***********************************************************************
 EE1816  DESIGNATION -  BV 064 208
 EE1816  PID         -  EE1816
 EE1816  STATE/COUNTY-  GA/GORDON
 EE1816  USGS QUAD   -  SONORAVILLE (1972)
 EE1816
 EE1816                         *CURRENT SURVEY CONTROL
 EE1816  ___________________________________________________________________
 EE1816* NAD 83(1994)-  34 27 42.52347(N)    084 48 39.81766(W)     ADJUSTED  
 EE1816* NAVD 88     -       230.     (meters)     755.     (feet)  VERTCON   
 EE1816  ___________________________________________________________________
 EE1816  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EE1816  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EE1816
 EE1816  HORZ ORDER  -  SECOND
 EE1816
 EE1816.The horizontal coordinates were established by classical geodetic methods
 EE1816.and adjusted by the National Geodetic Survey in September 1997..
 EE1816
 EE1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1816
 EE1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1816
 EE1816.The geoid height was determined by GEOID03.
 EE1816
 EE1816;                    North         East     Units Scale Factor Converg.
 EE1816;SPC GA W     -   494,914.184   640,797.381   MT  0.99994319   -0 21 52.7
 EE1816;SPC GA W     - 1,623,730.95  2,102,349.41   sFT  0.99994319   -0 21 52.7
 EE1816;UTM  16      - 3,815,536.624   701,061.075   MT  1.00009831   +1 14 20.6
 EE1816
 EE1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1816!SPC GA W     -   0.99996852  x   0.99994319  =   0.99991171
 EE1816!UTM  16      -   0.99996852  x   1.00009831  =   1.00006682
 EE1816
 EE1816:                Primary Azimuth Mark                     Grid Az
 EE1816:SPC GA W     -  BV 064 208 AZ MK                         286 48 53.0
 EE1816:UTM  16      -  BV 064 208 AZ MK                         285 12 39.7
 EE1816
 EE1816|---------------------------------------------------------------------|
 EE1816| PID    Reference Object                     Distance      Geod. Az  |
 EE1816|                                                           dddmmss.s |
 EE1816| CZ4353 BV 064 208 AZ MK                                   2862700.3 |
 EE1816|---------------------------------------------------------------------|
 EE1816
 EE1816                          SUPERSEDED SURVEY CONTROL
 EE1816
 EE1816  NAD 83(1994)-  34 27 42.52770(N)    084 48 39.82106(W) AD(       ) 2
 EE1816  NAD 83(1986)-  34 27 42.52835(N)    084 48 39.82067(W) AD(       ) 2
 EE1816  NAD 27      -  34 27 42.20968(N)    084 48 40.04455(W) AD(       ) 2
 EE1816  NGVD 29 (07/19/86)  230.     (m)          755.     (f) VERT ANG       
 EE1816
 EE1816.Superseded values are not recommended for survey control.
 EE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1816.See file dsdata.txt to determine how the superseded data were derived.
 EE1816
 EE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0106115537(NAD 83)
 EE1816_MARKER: DD = SURVEY DISK
 EE1816_SETTING: 0 = UNSPECIFIED SETTING
 EE1816
 EE1816  HISTORY     - Date     Condition        Report By
 EE1816  HISTORY     - 1972     MONUMENTED       GADT
 EE1816
 EE1816                          STATION DESCRIPTION
 EE1816
 EE1816'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1816'THE STATION IS LOCATED 6.6 MILES NORTHWEST OF FAIRMOUNT,
 EE1816'GEORGIA.  8.5 MILES SOUTHEAST OF CALHOUN, GEORGIA.  ON THE
 EE1816'PROPERTY OF MR. CLAUDE RICKET.
 EE1816'
 EE1816'TO REACH FROM THE INTERSECTION OF GEORGIA 53 AND COUNTY ROAD
 EE1816'S1362 IN SONORAVILLE, PROCEED NORTH ON COUNTY ROAD S1362 1.15
 EE1816'MILES TO THE INTERSECTION OF COUNTY PAVED ROAD 47.  PROCEED EAST
 EE1816'ON COUNTY PAVED ROAD 0.15 MILES TO A DRIVEWAY.  THE STATION IS
 EE1816'REACHED BY GOING AROUND THE HOUSE AND FOLLOWING A PASTURE TRAIL
 EE1816'TO THE TOP OF A HILL.
 EE1816'
 EE1816'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE 1.0 INCH
 EE1816'ABOVE THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.73 METERS
 EE1816'BELOW THE GROUND.  THE STATION IS LOCATED 67.0 FEET NORTH OF A
 EE1816'5 INCH PINE TREE.  67.4 FEET NORTHEAST OF A CLUSTER OF WHITE
 EE1816'OAK TREES.  0.7 FEET WEST OF A FENCE.
 EE1816'
 EE1816'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY ROAD
 EE1816'47 AND COUNTY ROAD S1362 PROCEED NORTH ON COUNTY ROAD S1362 FOR
 EE1816'0.10 MILES TO THE MARK ON THE LEFT.  THE MARK IS A STANDARD DISK
 EE1816'STAMPED AZI SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1816'GROUND.  IT IS 5 FEET NORTH OF A WATER SPIGOT, 8 FEET SOUTHEAST
 EE1816'OF THE EAST END OF A CLOTHESLINE, AND 10 FEET SOUTHWEST OF A
 EE1816'POWER POLE IN THE LAWN OF A RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1826 ***********************************************************************
 EE1826  CBN         -  This is a Cooperative Base Network Control Station.
 EE1826  DESIGNATION -  BV 064 209
 EE1826  PID         -  EE1826
 EE1826  STATE/COUNTY-  GA/GORDON
 EE1826  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1826
 EE1826                         *CURRENT SURVEY CONTROL
 EE1826  ___________________________________________________________________
 EE1826* NAD 83(1994)-  34 28 15.35238(N)    084 55 07.24469(W)     ADJUSTED  
 EE1826* NAVD 88     -       221.6    (meters)     727.     (feet)  GPS OBS   
 EE1826  ___________________________________________________________________
 EE1826  X           -     466,232.666 (meters)                     COMP
 EE1826  Y           -  -5,243,339.908 (meters)                     COMP
 EE1826  Z           -   3,589,742.766 (meters)                     COMP
 EE1826  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EE1826  ELLIP HEIGHT-         192.22  (meters)          (03/09/95) GPS OBS
 EE1826  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1826
 EE1826  HORZ ORDER  -  B
 EE1826  ELLP ORDER  -  FIRST     CLASS I
 EE1826
 EE1826.The horizontal coordinates were established by GPS observations
 EE1826.and adjusted by the National Geodetic Survey in March 1995..
 EE1826
 EE1826.The orthometric height was determined by GPS observations and a
 EE1826.high-resolution geoid model.
 EE1826
 EE1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1826
 EE1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1826
 EE1826.The ellipsoidal height was determined by GPS observations
 EE1826.and is referenced to NAD 83.
 EE1826
 EE1826.The geoid height was determined by GEOID03.
 EE1826
 EE1826;                    North         East     Units Scale Factor Converg.
 EE1826;SPC GA W     -   495,993.891   630,917.420   MT  0.99995881   -0 25 32.3
 EE1826;SPC GA W     - 1,627,273.29  2,069,934.90   sFT  0.99995881   -0 25 32.3
 EE1826;UTM  16      - 3,816,339.479   691,153.543   MT  1.00005041   +1 10 42.1
 EE1826
 EE1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1826!SPC GA W     -   0.99996983  x   0.99995881  =   0.99992864
 EE1826!UTM  16      -   0.99996983  x   1.00005041  =   1.00002024
 EE1826
 EE1826:                Primary Azimuth Mark                     Grid Az
 EE1826:SPC GA W     -  CALHOUN MT ALTO STANDPIPE                319 04 34.7
 EE1826:UTM  16      -  CALHOUN MT ALTO STANDPIPE                317 28 20.3
 EE1826
 EE1826|---------------------------------------------------------------------|
 EE1826| PID    Reference Object                     Distance      Geod. Az  |
 EE1826|                                                           dddmmss.s |
 EE1826| EE1829 CALHOUN MT ALTO STANDPIPE           APPROX. 4.1 KM 3183902.4 |
 EE1826| EE1910 CALHOUN WEBBS CABLE TV MAST         APPROX. 7.8 KM 3534345.8 |
 EE1826| EE1915 CALHOUN                             APPROX. 8.0 KM 3540142.7 |
 EE1826|---------------------------------------------------------------------|
 EE1826
 EE1826                          SUPERSEDED SURVEY CONTROL
 EE1826
 EE1826  NAD 83(1994)-  34 28 15.35562(N)    084 55 07.24893(W) AD(       ) 2
 EE1826  NAD 83(1986)-  34 28 15.35666(N)    084 55 07.24813(W) AD(       ) 2
 EE1826  NAD 27      -  34 28 15.04191(N)    084 55 07.45658(W) AD(       ) 2
 EE1826  NGVD 29 (07/19/86)  222.3    (m)          729.     (f) VERT ANG       
 EE1826
 EE1826.Superseded values are not recommended for survey control.
 EE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1826.See file dsdata.txt to determine how the superseded data were derived.
 EE1826
 EE1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9115416339(NAD 83)
 EE1826_MARKER: DD = SURVEY DISK
 EE1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1826_STAMPING: 064-209
 EE1826_MARK LOGO: GADT  
 EE1826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EE1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1826+STABILITY: SURFACE MOTION
 EE1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1826+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1994
 EE1826
 EE1826  HISTORY     - Date     Condition        Report By
 EE1826  HISTORY     - 1972     MONUMENTED       GADT
 EE1826  HISTORY     - 19940412 GOOD             GADT
 EE1826  HISTORY     - 20011128 MARK NOT FOUND   GADT
 EE1826  HISTORY     - 20020212 MARK NOT FOUND   INDIV
 EE1826
 EE1826                          STATION DESCRIPTION
 EE1826
 EE1826'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1826'THE STATION IS LOCATED 3.0 MILES SOUTHEAST OF CALHOUN AT THE
 EE1826'INTERSECTION OF STATE ROUTE 53 AND INTERSTATE 75, AND 7.25
 EE1826'MILES NORTH OF ADAIRSVILLE.
 EE1826'
 EE1826'THE STATION IS LOCATED IN THE MEDIAN OF STATE ROUTE 53 AT THE
 EE1826'EAST END OF THE BRIDGE OVER INTERSTATE 75, ABOUT 3 MILES
 EE1826'SOUTHEAST OF CALHOUN.  IT IS A STANDARD DISK STAMPED 064-209,
 EE1826'SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1826'GROUND.  THE STATION IS LOCATED 19.0 FEET SOUTHEAST OF THE
 EE1826'BRIDGE ABUTMENT, 14.6 FEET NORTHEAST OF THE BRIDGE ABUTMENT,
 EE1826'30.3 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 53, AND 69.9
 EE1826'FEET WEST OF THE EAST END OF A GUARDRAIL.  NO UNDERGROUND MARK
 EE1826'WAS SET.
 EE1826'
 EE1826'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1826'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 EE1826
 EE1826                          STATION RECOVERY (1994)
 EE1826
 EE1826'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE1826'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF CALHOUN AND
 EE1826'7.3 MI (11.7 KM) NORTH OF ADAIRSVILLE. THE STATION IS FLUSH WITH THE
 EE1826'GROUND.  LOCATED IN THE MEDIAN OF STATE HIGHWAY 53 AT THE EAST END OF
 EE1826'THE BRIDGE OVER INTERSTATE HIGHWEAY 75, AT EXIT 129, 69.9 FT (21.3 M)
 EE1826'WEST OF THE EAST END OF A GUARDRAIL, 33 FT (10.1 M) NORTH OF THE
 EE1826'CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 53, 32 FT (9.8 M) SOUTH OF
 EE1826'THE CENTERLINE OF THE WESTBOUND LANE OF HIGHWAY 53, 19.5 FT (5.9 M)
 EE1826'SOUTHEAST OF THE BRIDGE ABUTMENT, AND 14.6 FT (4.5 M) NORTHEAST OF
 EE1826'BRIDGE ABUTMENT.
 EE1826
 EE1826                          STATION RECOVERY (2001)
 EE1826
 EE1826'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1826'THIS STATION IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD AND BRIDGE
 EE1826'CONSTRUCTION.
 EE1826
 EE1826                          STATION RECOVERY (2002)
 EE1826
 EE1826'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSC)
 EE1826'MONUMENT GONE. A NEW BRIDGE WAS BUILT 2001 AND WIPED OUT THE MONUMENT.
 EE1826' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1836 ***********************************************************************
 EE1836  DESIGNATION -  BV 064 210 GAHD 1972
 EE1836  PID         -  EE1836
 EE1836  STATE/COUNTY-  GA/GORDON
 EE1836  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1836
 EE1836                         *CURRENT SURVEY CONTROL
 EE1836  ___________________________________________________________________
 EE1836* NAD 83(1994)-  34 26 31.59025(N)    084 55 13.62352(W)     ADJUSTED  
 EE1836* NAVD 88     -       213.5    (meters)     700.     (feet)  VERTCON   
 EE1836  ___________________________________________________________________
 EE1836  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EE1836  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1836
 EE1836  HORZ ORDER  -  SECOND
 EE1836
 EE1836.The horizontal coordinates were established by classical geodetic methods
 EE1836.and adjusted by the National Geodetic Survey in September 1997..
 EE1836
 EE1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1836
 EE1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1836
 EE1836.The geoid height was determined by GEOID03.
 EE1836
 EE1836;                    North         East     Units Scale Factor Converg.
 EE1836;SPC GA W     -   492,797.987   630,730.845   MT  0.99995912   -0 25 34.8
 EE1836;SPC GA W     - 1,616,788.06  2,069,322.78   sFT  0.99995912   -0 25 34.8
 EE1836;UTM  16      - 3,813,139.314   691,056.457   MT  1.00004995   +1 10 35.4
 EE1836
 EE1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1836!SPC GA W     -   0.99997110  x   0.99995912  =   0.99993022
 EE1836!UTM  16      -   0.99997110  x   1.00004995  =   1.00002104
 EE1836
 EE1836:                Primary Azimuth Mark                     Grid Az
 EE1836:SPC GA W     -  BV 064 209                               003 20 27.4
 EE1836:UTM  16      -  BV 064 209                               001 44 17.2
 EE1836
 EE1836|---------------------------------------------------------------------|
 EE1836| PID    Reference Object                     Distance      Geod. Az  |
 EE1836|                                                           dddmmss.s |
 EE1836| EE1826 BV 064 209                          APPROX. 3.2 KM 0025452.6 |
 EE1836|---------------------------------------------------------------------|
 EE1836
 EE1836                          SUPERSEDED SURVEY CONTROL
 EE1836
 EE1836  NAD 83(1994)-  34 26 31.59414(N)    084 55 13.62757(W) AD(       ) 2
 EE1836  NAD 83(1986)-  34 26 31.59523(N)    084 55 13.62675(W) AD(       ) 2
 EE1836  NAD 27      -  34 26 31.27745(N)    084 55 13.83429(W) AD(       ) 2
 EE1836  NGVD 29 (07/19/86)  213.5    (m)          700.     (f) VERT ANG       
 EE1836
 EE1836.Superseded values are not recommended for survey control.
 EE1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1836.See file dsdata.txt to determine how the superseded data were derived.
 EE1836
 EE1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9105613139(NAD 83)
 EE1836_MARKER: DD = SURVEY DISK
 EE1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1836+STABILITY: SURFACE MOTION
 EE1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1836+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001
 EE1836
 EE1836  HISTORY     - Date     Condition        Report By
 EE1836  HISTORY     - 1972     MONUMENTED       GADT
 EE1836  HISTORY     - 20011128 GOOD             GADT
 EE1836
 EE1836                          STATION DESCRIPTION
 EE1836
 EE1836'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1836'THE STATION IS LOCATED 4.6 MILES SOUTHEAST OF CALHOUN AND 2.0
 EE1836'MILES SOUTH OF THE INTERSECTION OF STATE ROUTE 53 AND INTERSTATE 75.
 EE1836'
 EE1836'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 53 AND
 EE1836'INTERSTATE 75, ABOUT 3 MILES SOUTHWEST OF CALHOUN, PROCEED SOUTH
 EE1836'ON THE ACCESS ROAD FOR 2.10 MILES TO A COUNTY ROAD.  PROCEED
 EE1836'WEST ON THE COUNTY ROAD FOR 0.2 MILES TO THE STATION AT THE WEST
 EE1836'END OF THE BRIDGE OVER INTERSTATE 75.
 EE1836'
 EE1836'THE STATION IS A STANDARD BRASS DISK STAMPED 064-210, SET IN A
 EE1836'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EE1836'LOCATED 4.6 FEET WEST OF THE FENCE, 19.3 FEET NORTH OF THE
 EE1836'CENTERLINE OF THE COUNTY ROAD, AND 7.4 FEET EAST OF THE
 EE1836'GUARDRAIL.  NO UNDERGROUND MARK WAS SET.
 EE1836'
 EE1836'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1836'STATION B V 064-209 (GAHD) WILL SERVE FOR AZIMUTH.
 EE1836
 EE1836                          STATION RECOVERY (2001)
 EE1836
 EE1836'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1836'FIELD NOTES INDICATE THAT THIS STATION IS IN A FAIR LOCATION FOR GPS
 EE1836'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1834 ***********************************************************************
 EE1834  DESIGNATION -  BV 064 211
 EE1834  PID         -  EE1834
 EE1834  STATE/COUNTY-  GA/GORDON
 EE1834  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1834
 EE1834                         *CURRENT SURVEY CONTROL
 EE1834  ___________________________________________________________________
 EE1834* NAD 83(1994)-  34 28 37.42332(N)    084 57 27.63933(W)     ADJUSTED  
 EE1834* NAVD 88     -       199.4    (meters)     654.     (feet)  VERTCON   
 EE1834  ___________________________________________________________________
 EE1834  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EE1834  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1834
 EE1834  HORZ ORDER  -  SECOND
 EE1834
 EE1834.The horizontal coordinates were established by classical geodetic methods
 EE1834.and adjusted by the National Geodetic Survey in September 1997..
 EE1834
 EE1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1834
 EE1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1834
 EE1834.The geoid height was determined by GEOID03.
 EE1834
 EE1834;                    North         East     Units Scale Factor Converg.
 EE1834;SPC GA W     -   496,701.250   627,340.110   MT  0.99996505   -0 26 52.1
 EE1834;SPC GA W     - 1,629,594.02  2,058,198.34   sFT  0.99996505   -0 26 52.1
 EE1834;UTM  16      - 3,816,946.468   687,557.545   MT  1.00003362   +1 09 23.2
 EE1834
 EE1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1834!SPC GA W     -   0.99997331  x   0.99996505  =   0.99993836
 EE1834!UTM  16      -   0.99997331  x   1.00003362  =   1.00000693
 EE1834
 EE1834:                Primary Azimuth Mark                     Grid Az
 EE1834:SPC GA W     -  CALHOUN GLASSROCK STANDPIPE              159 31 31.6
 EE1834:UTM  16      -  CALHOUN GLASSROCK STANDPIPE              157 55 16.3
 EE1834
 EE1834|---------------------------------------------------------------------|
 EE1834| PID    Reference Object                     Distance      Geod. Az  |
 EE1834|                                                           dddmmss.s |
 EE1834| EE1828 CALHOUN GLASSROCK STANDPIPE         APPROX. 1.4 KM 1590439.5 |
 EE1834| CZ4354 BV 064 211 AZ MK                                   3325343.7 |
 EE1834|---------------------------------------------------------------------|
 EE1834
 EE1834                          SUPERSEDED SURVEY CONTROL
 EE1834
 EE1834  NAD 83(1994)-  34 28 37.42747(N)    084 57 27.64317(W) AD(       ) 2
 EE1834  NAD 83(1986)-  34 28 37.42855(N)    084 57 27.64237(W) AD(       ) 2
 EE1834  NAD 27      -  34 28 37.11360(N)    084 57 27.84588(W) AD(       ) 2
 EE1834  NGVD 29 (07/19/86)  199.4    (m)          654.     (f) VERT ANG       
 EE1834
 EE1834.Superseded values are not recommended for survey control.
 EE1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1834.See file dsdata.txt to determine how the superseded data were derived.
 EE1834
 EE1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8755816946(NAD 83)
 EE1834_MARKER: DD = SURVEY DISK
 EE1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1834
 EE1834  HISTORY     - Date     Condition        Report By
 EE1834  HISTORY     - 1972     MONUMENTED       GADT
 EE1834
 EE1834                          STATION DESCRIPTION
 EE1834
 EE1834'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1834'THE STATION IS LOCATED 2.0 MILES SOUTH OF CALHOUN, 2.2 MILES WEST
 EE1834'OF THE INTERSECTION OF STATE ROUTE 53 AND INTERSTATE 75, AND 1.3
 EE1834'MILES WEST OF THE INTERSECTION OF U.S. 41 AND STATE ROUTE 53.
 EE1834'
 EE1834'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 EE1834'STATE ROUTE 53, PROCEED WEST ON STATE ROUTE 53 FOR 2.7 MILES TO
 EE1834'COUNTY ROAD 5.  PROCEED SOUTH ON COUNTY ROAD 5 FOR 0.1 MILE TO THE
 EE1834'STATION ON THE WEST SIDE OF THE ROAD.
 EE1834'
 EE1834'THE STATION IS A STANDARD BRASS DISK STAMPED 064-211, SET IN THE
 EE1834'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1834'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 064-211,
 EE1834'SET IN AN IRREGULAR MASS OF CONCRETE 0.8 METER BELOW THE
 EE1834'STATION.  THE STATION IS LOCATED 39.0 FEET WEST OF THE CENTERLINE
 EE1834'OF THE COUNTY ROAD, 20.5 FEET SOUTHEAST OF A GATE POST, 6.1 FEET
 EE1834'EAST-SOUTHEAST OF A GATE POST, AND 54.9 FEET NORTHWEST OF A
 EE1834'POWER POLE.
 EE1834'
 EE1834'THE AZIMUTH MARK IS LOCATED 0.9 MILE NORTH-NORTHWEST OF THE
 EE1834'STATION ON THE NORTH SIDE OF STATE ROUTE 53 CONNECTOR.  IT IS
 EE1834'38.0 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 53 CONNECTOR,
 EE1834'11.0 FEET EAST OF AN 8 X 8 CONCRETE DRIVEWAY MARKER, AND 91.0 FEET
 EE1834'WEST OF A POWER POLE.  IT IS A STATE HIGHWAY DEPARTMENT SURVEYS
 EE1834'AND AERIAL MAPPING DISK STAMPED 064-14 AZI, SET IN THE TOP OF AN
 EE1834'8 INCH CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1831 ***********************************************************************
 EE1831  DESIGNATION -  BV 064 212
 EE1831  PID         -  EE1831
 EE1831  STATE/COUNTY-  GA/GORDON
 EE1831  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1831
 EE1831                         *CURRENT SURVEY CONTROL
 EE1831  ___________________________________________________________________
 EE1831* NAD 83(1994)-  34 29 18.98163(N)    084 58 04.42967(W)     ADJUSTED  
 EE1831* NAVD 88     -       210.6    (meters)     691.     (feet)  VERTCON   
 EE1831  ___________________________________________________________________
 EE1831  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 EE1831  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1831
 EE1831  HORZ ORDER  -  SECOND
 EE1831
 EE1831.The horizontal coordinates were established by classical geodetic methods
 EE1831.and adjusted by the National Geodetic Survey in September 1997..
 EE1831
 EE1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1831
 EE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1831
 EE1831.The geoid height was determined by GEOID03.
 EE1831
 EE1831;                    North         East     Units Scale Factor Converg.
 EE1831;SPC GA W     -   497,989.138   626,411.491   MT  0.99996673   -0 27 13.4
 EE1831;SPC GA W     - 1,633,819.36  2,055,151.70   sFT  0.99996673   -0 27 13.4
 EE1831;UTM  16      - 3,818,207.932   686,593.166   MT  1.00002917   +1 09 03.6
 EE1831
 EE1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1831!SPC GA W     -   0.99997155  x   0.99996673  =   0.99993828
 EE1831!UTM  16      -   0.99997155  x   1.00002917  =   1.00000072
 EE1831
 EE1831:                Primary Azimuth Mark                     Grid Az
 EE1831:SPC GA W     -  CALHOUN MT ALTO STANDPIPE                058 48 43.0
 EE1831:UTM  16      -  CALHOUN MT ALTO STANDPIPE                057 12 26.0
 EE1831
 EE1831|---------------------------------------------------------------------|
 EE1831| PID    Reference Object                     Distance      Geod. Az  |
 EE1831|                                                           dddmmss.s |
 EE1831| EE1829 CALHOUN MT ALTO STANDPIPE           APPROX. 2.1 KM 0582129.6 |
 EE1831| CZ4355 BV 064 212 AZ MK                                   1114325.5 |
 EE1831| EE1828 CALHOUN GLASSROCK STANDPIPE         APPROX. 3.0 KM 1505738.3 |
 EE1831|---------------------------------------------------------------------|
 EE1831
 EE1831                          SUPERSEDED SURVEY CONTROL
 EE1831
 EE1831  NAD 83(1994)-  34 29 18.98572(N)    084 58 04.43359(W) AD(       ) 2
 EE1831  NAD 83(1986)-  34 29 18.98678(N)    084 58 04.43278(W) AD(       ) 2
 EE1831  NAD 27      -  34 29 18.67289(N)    084 58 04.63549(W) AD(       ) 2
 EE1831  NGVD 29 (07/19/86)  210.6    (m)          691.     (f) VERT ANG       
 EE1831
 EE1831.Superseded values are not recommended for survey control.
 EE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1831.See file dsdata.txt to determine how the superseded data were derived.
 EE1831
 EE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8659318208(NAD 83)
 EE1831_MARKER: DD = SURVEY DISK
 EE1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1831
 EE1831  HISTORY     - Date     Condition        Report By
 EE1831  HISTORY     - 1972     MONUMENTED       GADT
 EE1831
 EE1831                          STATION DESCRIPTION
 EE1831
 EE1831'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1831'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF
 EE1831'CALHOUN, 8-1/2 MILES NORTH OF ADAIRSVILLE, AND 7 MILES
 EE1831'NORTH-NORTHEAST OF PLAINVILLE ON THE PROPERTY OWNED BY THE NORTH
 EE1831'WEST GEORGIA EXPERIMENT STATION.
 EE1831'
 EE1831'TO REACH THE STATION FROM THE COURTHOUSE IN CALHOUN AT THE
 EE1831'INTERSECTION OF U.S. HIGHWAY 41, AND STATE ROUTES 3, 53 SPUR, AND
 EE1831'143, GO WEST ALONG STATE ROUTES 53 SPUR AND 143 FOR 0.2 MILE TO THE
 EE1831'JUNCTION OF STATE ROUTE 143 TO THE RIGHT.  CONTINUE WEST TO
 EE1831'SOUTHWEST ALONG STATE ROUTE 53 SPUR FOR 1.05 MILES TO THE
 EE1831'JUNCTION OF STATE ROUTE 53 CONN TO THE LEFT AT THE NORTH WEST
 EE1831'GEORGIA EXPERIMENT STATION.  TURN LEFT, SOUTH-SOUTHEAST,
 EE1831'ALONG STATE ROUTE 53 CONN FOR 0.15 MILE TO THE JUNCTION OF AN
 EE1831'EXPERIMENT STATION DRIVEWAY TO THE RIGHT.  GO SOUTH ALONG THE
 EE1831'DRIVEWAY TO A SMALL RED FRAME HOUSE ON THE RIGHT AND A GAP TO A
 EE1831'PASTURE AT A CORNER FENCE POST STRAIGHT AHEAD.  ENTER THE
 EE1831'PASTURE THROUGH THE GAP AND PROCEED UP A STEEP HILL IN THE
 EE1831'PASTURE FOR 0.05 MILE TO THE SUMMIT OF THE NORTHERN-MOST KNOB OF
 EE1831'THE HILL.
 EE1831'
 EE1831'THE STATION IS A STANDARD DISK STAMPED 064-212 SET IN THE TOP OF A
 EE1831'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 EE1831'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 EE1831'IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE GROUND
 EE1831'SURFACE.  THEY ARE ON THE HIGHEST POINT OF THE NORTHERN-MOST OF
 EE1831'TWO KNOLLS 294 FEET SOUTHWEST OF THE CORNER FENCE POST AT THE
 EE1831'GAP, 227 FEET SOUTHWEST OF A CORNER FENCE POST AT THE RED FRAME
 EE1831'HOUSE, 263 FEET SOUTHEAST OF A POWERPOLE WITH TRANSFORMER ON THE
 EE1831'EAST SIDE OF STATE ROUTE 53 SPUR, AND 166 FEET SOUTHEAST OF THE
 EE1831'NEARER OF TWO FORKED CEDAR TREES.
 EE1831'
 EE1831'BV 064-14 (SHDSAM) WAS USED AS AN AZIMUTH MARK.  TO REACH FROM THE
 EE1831'JUNCTION OF STATE ROUTES 53 CONN AND 53 SPUR, GO SOUTH-SOUTHEAST
 EE1831'ALONG STATE ROUTE 53 CONN FOR 0.35 MILE TO THE MARK ON THE LEFT.
 EE1831'IT IS A STATE HIGHWAY DEPARTMENT SURVEYS AND AERIAL MAPPING
 EE1831'STANDARD DISK STAMPED 064-14 AZI SET IN THE TOP OF AN 8 INCH
 EE1831'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1831'GROUND.  IT IS LOCATED 38.0 FEET NORTHEAST OF THE CENTERLINE OF
 EE1831'STATE ROUTE 53 CONN ON THE SOUTH SIDE OF AN EXPERIMENT STATION
 EE1831'ROAD TO FIELDS AND A CATTLE BARN, 4.0 FEET EAST OF AN 8X8 INCH
 EE1831'CONCRETE POST ON THE SOUTH SIDE OF THE FIELD ROAD, 11.0 FEET EAST
 EE1831'OF ANOTHER CONCRETE POST ON THE SOUTH SIDE OF THE FIELD ROAD,
 EE1831'1.0 FOOT SOUTHEAST OF A CORNER FENCE POST, AND 91.0 FEET
 EE1831'SOUTHWEST OF A POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1815 ***********************************************************************
 EE1815  DESIGNATION -  BV 064 214
 EE1815  PID         -  EE1815
 EE1815  STATE/COUNTY-  GA/GORDON
 EE1815  USGS QUAD   -  SONORAVILLE (1972)
 EE1815
 EE1815                         *CURRENT SURVEY CONTROL
 EE1815  ___________________________________________________________________
 EE1815* NAD 83(1994)-  34 24 26.75452(N)    084 51 10.94443(W)     ADJUSTED  
 EE1815* NAVD 88     -       256.     (meters)     840.     (feet)  VERTCON   
 EE1815  ___________________________________________________________________
 EE1815  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EE1815  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE1815
 EE1815  HORZ ORDER  -  SECOND
 EE1815
 EE1815.The horizontal coordinates were established by classical geodetic methods
 EE1815.and adjusted by the National Geodetic Survey in September 1997..
 EE1815
 EE1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1815
 EE1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1815
 EE1815.The geoid height was determined by GEOID03.
 EE1815
 EE1815;                    North         East     Units Scale Factor Converg.
 EE1815;SPC GA W     -   488,907.559   636,899.642   MT  0.99994906   -0 23 16.3
 EE1815;SPC GA W     - 1,604,024.22  2,089,561.58   sFT  0.99994906   -0 23 16.3
 EE1815;UTM  16      - 3,809,422.468   697,332.311   MT  1.00008000   +1 12 48.9
 EE1815
 EE1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1815!SPC GA W     -   0.99996442  x   0.99994906  =   0.99991349
 EE1815!UTM  16      -   0.99996442  x   1.00008000  =   1.00004442
 EE1815
 EE1815:                Primary Azimuth Mark                     Grid Az
 EE1815:SPC GA W     -  BV 064 214 AZ MK                         311 38 38.0
 EE1815:UTM  16      -  BV 064 214 AZ MK                         310 02 32.8
 EE1815
 EE1815|---------------------------------------------------------------------|
 EE1815| PID    Reference Object                     Distance      Geod. Az  |
 EE1815|                                                           dddmmss.s |
 EE1815| CZ4356 BV 064 214 AZ MK                                   3111521.7 |
 EE1815|---------------------------------------------------------------------|
 EE1815
 EE1815                          SUPERSEDED SURVEY CONTROL
 EE1815
 EE1815  NAD 83(1994)-  34 24 26.75893(N)    084 51 10.94738(W) AD(       ) 2
 EE1815  NAD 83(1986)-  34 24 26.75990(N)    084 51 10.94654(W) AD(       ) 2
 EE1815  NAD 27      -  34 24 26.43781(N)    084 51 11.16305(W) AD(       ) 2
 EE1815  NGVD 29 (07/19/86)  256.     (m)          840.     (f) VERT ANG       
 EE1815
 EE1815.Superseded values are not recommended for survey control.
 EE1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1815.See file dsdata.txt to determine how the superseded data were derived.
 EE1815
 EE1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9733209422(NAD 83)
 EE1815_MARKER: DD = SURVEY DISK
 EE1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1815
 EE1815  HISTORY     - Date     Condition        Report By
 EE1815  HISTORY     - 1972     MONUMENTED       GADT
 EE1815
 EE1815                          STATION DESCRIPTION
 EE1815
 EE1815'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1815'THE STATION IS LOCATED 4.8 MILES NORTHEAST OF ADAIRSVILLE, 8.6 MILES
 EE1815'SOUTHEAST OF CALHOUN, AND 5.7 MILES SOUTHEAST OF THE INTERSECTION OF
 EE1815'STATE ROUTE 53 AND INTERSTATE 75.
 EE1815'
 EE1815'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND STATE
 EE1815'ROUTE 140, PROCEED EAST ON STATE ROUTE 140 FOR 5.2 MILES TO COUNTY
 EE1815'ROAD 215.  PROCEED NORTH ON COUNTY ROAD 215 FOR 0.95 MILE TO THE
 EE1815'GORDON COUNTY LINE (ROAD TURNS INTO PAVEMENT AT COUNTY
 EE1815'LINE).  CONTINUE NORTH ON COUNTY ROAD 215 FOR 0.75 MILE TO THE
 EE1815'STATION ON THE LEFT, AT PLAINVIEW CHURCH.  THE STATION IS
 EE1815'LOCATED IN THE YARD NORTH OF THE CEMETERY.
 EE1815'
 EE1815'THE STATION IS A STANDARD BRASS DISK STAMPED 064-214, SET IN THE
 EE1815'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1815'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 064-214,
 EE1815'SET IN AN IRREGULAR MASS OF CONCRETE 0.79 METER BELOW THE
 EE1815'STATION.  THE STATION IS LOCATED 43.2 FEET SOUTH OF THE
 EE1815'CENTERLINE OF COUNTY ROAD 215, 77.8 FEET NORTH OF THE CENTERLINE
 EE1815'OF THE CHURCH DRIVEWAY, 34.6 FEET EAST OF A 32 INCH TWIN OAK TREE,
 EE1815'AND 29.9 FEET SOUTHEAST OF A 24 INCH OAK TREE.
 EE1815'
 EE1815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST
 EE1815'ALONG COUNTY ROAD 215 FOR 0.5 MILE TO THE MARK ON THE RIGHT.  THE
 EE1815'MARK IS LOCATED ABOUT 40 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 EE1815'COUNTY ROAD 215.  IT IS A STANDARD BRASS DISK STAMPED AZI SET IN
 EE1815'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1815'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2004 ***********************************************************************
 EE2004  DESIGNATION -  BV 064 215
 EE2004  PID         -  EE2004
 EE2004  STATE/COUNTY-  GA/GORDON
 EE2004  USGS QUAD   -  SUGAR VALLEY (1981)
 EE2004
 EE2004                         *CURRENT SURVEY CONTROL
 EE2004  ___________________________________________________________________
 EE2004* NAD 83(1994)-  34 35 27.41690(N)    085 01 15.15028(W)     ADJUSTED  
 EE2004* NAVD 88     -       228.54   (+/-2cm)     749.8    (feet)  VERTCON   
 EE2004  ___________________________________________________________________
 EE2004  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EE2004  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE2004
 EE2004  HORZ ORDER  -  SECOND
 EE2004  VERT ORDER  -  THIRD ? (See Below)
 EE2004
 EE2004.The horizontal coordinates were established by classical geodetic methods
 EE2004.and adjusted by the National Geodetic Survey in September 1997..
 EE2004
 EE2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2004.The vertical order pertains to the NGVD 29 superseded value.
 EE2004
 EE2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2004
 EE2004.The geoid height was determined by GEOID03.
 EE2004
 EE2004;                    North         East     Units Scale Factor Converg.
 EE2004;SPC GA W     -   509,381.409   621,641.607   MT  0.99997566   -0 29 05.9
 EE2004;SPC GA W     - 1,671,195.51  2,039,502.51   sFT  0.99997566   -0 29 05.9
 EE2004;UTM  16      - 3,829,462.499   681,505.483   MT  1.00000607   +1 07 26.0
 EE2004
 EE2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2004!SPC GA W     -   0.99996874  x   0.99997566  =   0.99994440
 EE2004!UTM  16      -   0.99996874  x   1.00000607  =   0.99997481
 EE2004
 EE2004:                Primary Azimuth Mark                     Grid Az
 EE2004:SPC GA W     -  BV 064 215 AZ MK                         319 36 28.9
 EE2004:UTM  16      -  BV 064 215 AZ MK                         317 59 57.0
 EE2004
 EE2004|---------------------------------------------------------------------|
 EE2004| PID    Reference Object                     Distance      Geod. Az  |
 EE2004|                                                           dddmmss.s |
 EE2004| CG4977 BV 064 215 AZ MK                                   3190723.0 |
 EE2004|---------------------------------------------------------------------|
 EE2004
 EE2004                          SUPERSEDED SURVEY CONTROL
 EE2004
 EE2004  NAD 83(1994)-  34 35 27.42145(N)    085 01 15.15642(W) AD(       ) 2
 EE2004  NAD 83(1986)-  34 35 27.42242(N)    085 01 15.15560(W) AD(       ) 2
 EE2004  NAD 27      -  34 35 27.12253(N)    085 01 15.35158(W) AD(       ) 2
 EE2004  NGVD 29 (07/19/86)  228.52   (m)          749.7    (f) LEVELING    3  
 EE2004
 EE2004.Superseded values are not recommended for survey control.
 EE2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2004.See file dsdata.txt to determine how the superseded data were derived.
 EE2004
 EE2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8150529462(NAD 83)
 EE2004_MARKER: DD = SURVEY DISK
 EE2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2004
 EE2004  HISTORY     - Date     Condition        Report By
 EE2004  HISTORY     - 1972     MONUMENTED       GADT
 EE2004
 EE2004                          STATION DESCRIPTION
 EE2004
 EE2004'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2004'THE STATION IS LOCATED 7.1 MILES NORTHWEST OF CALHOUN, 12.9 MILES
 EE2004'NORTH OF PLAINVILLE, AND 9.7 MILES EAST-NORTHEAST OF SUBLIGNA.
 EE2004'
 EE2004'TO REACH FROM THE INTERSECTION OF STATE ROUTE 143 AND STATE ROUTE
 EE2004'143 CONNECTOR 2.4 MILES NORTH-NORTHWEST OF SUGARVALLEY, GO EAST ON
 EE2004'STATE ROUTE 143 CONNECTOR FOR 2.0 MILES TO THE STATION ON THE LEFT.
 EE2004'
 EE2004'THE STATION IS A STANDARD DISK STAMPED 064-215 AND SET IN A
 EE2004'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2004'UNDERGROUND MARK, STAMPED 064-215, WAS SET IN AN IRREGULAR MASS OF
 EE2004'CONCRETE 0.67 METERS BELOW THE STATION.
 EE2004'
 EE2004'THE STATION IS LOCATED 32.7 FEET NORTHEAST OF THE CENTERLINE OF
 EE2004'STATE ROUTE 143 CONNECTOR, 70.0 FEET NORTH OF THE END OF A WOODEN
 EE2004'FENCE, AND 29.4 FEET NORTHWEST OF A 3-INCH CHERRY TREE.
 EE2004'
 EE2004'THE AZIMUTH MARK IS LOCATED 0.25 MILES NORTHWEST OF THE
 EE2004'STATION.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A
 EE2004'10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS LOCATED
 EE2004'14.0 FEET SOUTHEAST OF A 10-INCH OAK TREE, 21.9 FEET SOUTH OF A
 EE2004'10-INCH WATER OAK TREE, AND 35.7 FEET WEST OF AN 8-INCH WATER OAK
 EE2004'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2097 ***********************************************************************
 EE2097  DESIGNATION -  BV 064 216 GAHD 1972
 EE2097  PID         -  EE2097
 EE2097  STATE/COUNTY-  GA/GORDON
 EE2097  USGS QUAD   -  PLAINVILLE (1985)
 EE2097
 EE2097                         *CURRENT SURVEY CONTROL
 EE2097  ___________________________________________________________________
 EE2097* NAD 83(1994)-  34 26 51.90338(N)    085 02 37.29761(W)     ADJUSTED  
 EE2097* NAVD 88     -       214.8    (meters)     705.     (feet)  VERTCON   
 EE2097  ___________________________________________________________________
 EE2097  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EE2097  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 EE2097
 EE2097  HORZ ORDER  -  SECOND
 EE2097
 EE2097.The horizontal coordinates were established by classical geodetic methods
 EE2097.and adjusted by the National Geodetic Survey in September 1997..
 EE2097
 EE2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2097
 EE2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2097
 EE2097.The geoid height was determined by GEOID03.
 EE2097
 EE2097;                    North         East     Units Scale Factor Converg.
 EE2097;SPC GA W     -   493,515.047   619,410.545   MT  0.99998003   -0 29 46.0
 EE2097;SPC GA W     - 1,619,140.62  2,032,182.76   sFT  0.99998003   -0 29 46.0
 EE2097;UTM  16      - 3,813,539.457   679,719.911   MT  0.99999814   +1 06 24.8
 EE2097
 EE2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2097!SPC GA W     -   0.99997088  x   0.99998003  =   0.99995091
 EE2097!UTM  16      -   0.99997088  x   0.99999814  =   0.99996902
 EE2097
 EE2097:                Primary Azimuth Mark                     Grid Az
 EE2097:SPC GA W     -  HERMITAGE LOT                            182 02 19.2
 EE2097:UTM  16      -  HERMITAGE LOT                            180 26 08.4
 EE2097
 EE2097|---------------------------------------------------------------------|
 EE2097| PID    Reference Object                     Distance      Geod. Az  |
 EE2097|                                                           dddmmss.s |
 EE2097| EE2114 HERMITAGE LOT                       APPROX.12.0 KM 1813233.2 |
 EE2097|---------------------------------------------------------------------|
 EE2097
 EE2097                          SUPERSEDED SURVEY CONTROL
 EE2097
 EE2097  NAD 83(1994)-  34 26 51.90759(N)    085 02 37.30113(W) AD(       ) 2
 EE2097  NAD 83(1986)-  34 26 51.90884(N)    085 02 37.30011(W) AD(       ) 2
 EE2097  NAD 27      -  34 26 51.59062(N)    085 02 37.49064(W) AD(       ) 2
 EE2097  NGVD 29 (07/19/86)  214.8    (m)          705.     (f) VERT ANG       
 EE2097
 EE2097.Superseded values are not recommended for survey control.
 EE2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2097.See file dsdata.txt to determine how the superseded data were derived.
 EE2097
 EE2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7972013539(NAD 83)
 EE2097_MARKER: DD = SURVEY DISK
 EE2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2097+STABILITY: SURFACE MOTION
 EE2097
 EE2097  HISTORY     - Date     Condition        Report By
 EE2097  HISTORY     - 1972     MONUMENTED       GADT
 EE2097
 EE2097                          STATION DESCRIPTION
 EE2097
 EE2097'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2097'THE STATION IS LOCATED 3.0 MILES NORTH OF PLAINVILLE, 6.6 MILES
 EE2097'SOUTHWEST OF CALHOUN, AND 8.7 MILES NORTHEAST OF THE INTERSECTION
 EE2097'OF STATE ROUTE 140 AND U.S. 27 ON THE PROPERTY OF WESLEY SMITH AND
 EE2097'JOHN MILAM.
 EE2097'
 EE2097'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 143 AND
 EE2097'156 IN CALHOUN, GO WEST ON STATE ROUTE 156 FOR 7.3 MILES TO A DIRT
 EE2097'DRIVE ON THE LEFT.  TURN LEFT AND PROCEED SOUTH ON THE DIRT DRIVE
 EE2097'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 EE2097'
 EE2097'THE STATION IS A STANDARD BRASS DISK STAMPED 064-216, SET IN THE
 EE2097'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE2097'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 064-216,
 EE2097'SET IN AN IRREGULAR MASS OF CONCRETE 0.86 METER BELOW THE
 EE2097'STATION.  THE STATION IS LOCATED 9.5 FEET NORTH OF THE CENTERLINE
 EE2097'OF THE DRIVEWAY, 61.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 EE2097'GARAGE, AND 116.0 FEET EAST OF THE NORTHEAST CORNER OF A SHED.
 EE2097'
 EE2097'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  SHANNON
 EE2097'HERMITAGE LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2098 ***********************************************************************
 EE2098  DESIGNATION -  BV 064 217 GAHD 1972
 EE2098  PID         -  EE2098
 EE2098  STATE/COUNTY-  GA/GORDON
 EE2098  USGS QUAD   -  PLAINVILLE (1985)
 EE2098
 EE2098                         *CURRENT SURVEY CONTROL
 EE2098  ___________________________________________________________________
 EE2098* NAD 83(1994)-  34 24 57.75399(N)    085 04 58.46030(W)     ADJUSTED  
 EE2098* NAVD 88     -       217.2    (meters)     713.     (feet)  VERTCON   
 EE2098  ___________________________________________________________________
 EE2098  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 EE2098  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE2098
 EE2098  HORZ ORDER  -  SECOND
 EE2098
 EE2098.The horizontal coordinates were established by classical geodetic methods
 EE2098.and adjusted by the National Geodetic Survey in September 1997..
 EE2098
 EE2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2098
 EE2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2098
 EE2098.The geoid height was determined by GEOID03.
 EE2098
 EE2098;                    North         East     Units Scale Factor Converg.
 EE2098;SPC GA W     -   490,029.741   615,775.478   MT  0.99998741   -0 31 04.4
 EE2098;SPC GA W     - 1,607,705.91  2,020,256.71   sFT  0.99998741   -0 31 04.4
 EE2098;UTM  16      - 3,809,953.843   676,183.701   MT  0.99998262   +1 05 01.7
 EE2098
 EE2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2098!SPC GA W     -   0.99997049  x   0.99998741  =   0.99995791
 EE2098!UTM  16      -   0.99997049  x   0.99998262  =   0.99995312
 EE2098
 EE2098:                Primary Azimuth Mark                     Grid Az
 EE2098:SPC GA W     -  SHANNON                                  159 24 45.3
 EE2098:UTM  16      -  SHANNON                                  157 48 39.2
 EE2098
 EE2098|---------------------------------------------------------------------|
 EE2098| PID    Reference Object                     Distance      Geod. Az  |
 EE2098|                                                           dddmmss.s |
 EE2098| EE2115 SHANNON                             APPROX. 9.1 KM 1585340.9 |
 EE2098|---------------------------------------------------------------------|
 EE2098
 EE2098                          SUPERSEDED SURVEY CONTROL
 EE2098
 EE2098  NAD 83(1994)-  34 24 57.75801(N)    085 04 58.46359(W) AD(       ) 2
 EE2098  NAD 83(1986)-  34 24 57.75932(N)    085 04 58.46255(W) AD(       ) 2
 EE2098  NAD 27      -  34 24 57.43823(N)    085 04 58.64974(W) AD(       ) 2
 EE2098  NGVD 29 (07/19/86)  217.2    (m)          713.     (f) VERT ANG       
 EE2098
 EE2098.Superseded values are not recommended for survey control.
 EE2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2098.See file dsdata.txt to determine how the superseded data were derived.
 EE2098
 EE2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7618409954(NAD 83)
 EE2098_MARKER: DD = SURVEY DISK
 EE2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2098+STABILITY: SURFACE MOTION
 EE2098
 EE2098  HISTORY     - Date     Condition        Report By
 EE2098  HISTORY     - 1972     MONUMENTED       GADT
 EE2098
 EE2098                          STATION DESCRIPTION
 EE2098
 EE2098'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2098'THE STATION IS LOCATED 2.8 MILES WEST OF PLAINVILLE, 9.8 MILES
 EE2098'SOUTHWEST OF CALHOUN, AND 12.0 MILES NORTHEAST OF ROME.
 EE2098'
 EE2098'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 53
 EE2098'(SPUR) AND STATE ROUTE 53, ABOUT 3 MILES SOUTHWEST OF CALHOUN,
 EE2098'PROCEED SOUTHWEST ON STATE ROUTE 53 FOR 5.0 MILES TO THE
 EE2098'INTERSECTION OF COUNTY ROAD 91556 AND STATE ROUTE 53.  PROCEED
 EE2098'WEST ON COUNTY ROAD 91556 FOR 1.5 MILES TO THE INTERSECTION OF
 EE2098'COUNTY ROAD 91556 AND COUNTY ROAD 207, CONTINUING AHEAD AT THE
 EE2098'COMMUNITY OF PLAINVILLE.  PROCEED WEST ON COUNTY ROAD 207 FOR
 EE2098'3.0 MILES TO THE JUNCTION OF COUNTY ROAD 205 TO THE RIGHT.  TURN
 EE2098'RIGHT, NORTHWEST, ALONG COUNTY ROAD 205 FOR 0.08 MILE TO A
 EE2098'PASTURE ROAD.  PROCEED SOUTH ON THE PASTURE ROAD FOR 0.1 MILE
 EE2098'TO THE STATION.
 EE2098'
 EE2098'THE STATION IS A STANDARD BRASS DISK STAMPED 064-217, SET IN THE
 EE2098'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE2098'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 064-217,
 EE2098'SET IN AN IRREGULAR MASS OF CONCRETE 0.87 METER BELOW THE
 EE2098'STATION.  THE STATION IS LOCATED 66.5 FEET SOUTH OF A 5 INCH
 EE2098'PERSIMMON TREE, 248 FEET NORTHWEST OF A POWER POLE, AND 117 FEET
 EE2098'WEST OF AN 8 INCH PINE TREE.
 EE2098'
 EE2098'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2098'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1790 ***********************************************************************
 BT1790  DESIGNATION -  BV 065 200
 BT1790  PID         -  BT1790
 BT1790  STATE/COUNTY-  GA/GRADY
 BT1790  USGS QUAD   -  PELHAM (1983)
 BT1790
 BT1790                         *CURRENT SURVEY CONTROL
 BT1790  ___________________________________________________________________
 BT1790* NAD 83(1994)-  31 04 05.77554(N)    084 12 10.46015(W)     ADJUSTED  
 BT1790* NAVD 88     -       103.3    (meters)     339.     (feet)  VERTCON   
 BT1790  ___________________________________________________________________
 BT1790  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BT1790  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1790
 BT1790  HORZ ORDER  -  SECOND
 BT1790
 BT1790.The horizontal coordinates were established by classical geodetic methods
 BT1790.and adjusted by the National Geodetic Survey in September 1997..
 BT1790
 BT1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1790
 BT1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1790
 BT1790.The geoid height was determined by GEOID03.
 BT1790
 BT1790;                    North         East     Units Scale Factor Converg.
 BT1790;SPC GA W     -   118,418.854   696,541.842   MT  0.99990015   -0 01 07.3
 BT1790;SPC GA W     -   388,512.52  2,285,237.69   sFT  0.99990015   -0 01 07.3
 BT1790;UTM  16      - 3,440,531.653   766,887.067   MT  1.00047870   +1 26 39.6
 BT1790
 BT1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1790!SPC GA W     -   0.99998811  x   0.99990015  =   0.99988826
 BT1790!UTM  16      -   0.99998811  x   1.00047870  =   1.00046680
 BT1790
 BT1790:                Primary Azimuth Mark                     Grid Az
 BT1790:SPC GA W     -  BV 065 200 AZ MK                         187 08 35.5
 BT1790:UTM  16      -  BV 065 200 AZ MK                         185 40 48.6
 BT1790
 BT1790|---------------------------------------------------------------------|
 BT1790| PID    Reference Object                     Distance      Geod. Az  |
 BT1790|                                                           dddmmss.s |
 BT1790| CY8417 BV 065 200 AZ MK                                   1870728.2 |
 BT1790| BT1791 BV 065 200 GADT 1973 PTA             27.000 METERS 20819     |
 BT1790|---------------------------------------------------------------------|
 BT1790
 BT1790                          SUPERSEDED SURVEY CONTROL
 BT1790
 BT1790  NAD 83(1986)-  31 04 05.78239(N)    084 12 10.46535(W) AD(       ) 2
 BT1790  NAD 27      -  31 04 05.11371(N)    084 12 10.81565(W) AD(       ) 2
 BT1790  NGVD 29 (07/19/86)  103.4    (m)          339.     (f) VERT ANG       
 BT1790
 BT1790.Superseded values are not recommended for survey control.
 BT1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1790.See file dsdata.txt to determine how the superseded data were derived.
 BT1790
 BT1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6688740532(NAD 83)
 BT1790_MARKER: DD = SURVEY DISK
 BT1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1790
 BT1790  HISTORY     - Date     Condition        Report By
 BT1790  HISTORY     - 1973     MONUMENTED       GADT
 BT1790
 BT1790                          STATION DESCRIPTION
 BT1790
 BT1790'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1790'THE STATION IS ABOUT 4.1 MILES SOUTH AND 2.9 MILES WEST OF PELHAM,
 BT1790'0.4 MILES SOUTH AND 6.8 MILES WEST OF MEIGS, 13.1 MILES NORTH AND
 BT1790'CAIRO.
 BT1790'
 BT1790'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND PAVED
 BT1790'COUNTY ROAD NO. 92433 IN MEIGS PROCEED WEST ON PAVED COUNTY ROAD
 BT1790'NO. 92433 FOR 6.05 MILES TO THE INTERSECTION OF GA. 93, TURN LEFT
 BT1790'AND PROCEED SOUTH ON GA. 93 FOR 0.95 MILES TO THE STATION ON THE
 BT1790'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA. 93 FROM
 BT1790'THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1790'
 BT1790'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1790'OF TRANSPORTATION, STAMPED 065-200.  THE SURFACE DISK IS SET IN THE
 BT1790'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1790'THE GROUND.  IT IS 83.0 FEET EAST OF A FENCE, 36.5 FEET WEST OF
 BT1790'THE CENTERLINE OF THE PAVED ROAD, AND 6.1 FEET NORTH OF A
 BT1790'WITNESS POST.  (NOTE--NO SUB-DISK.)
 BT1790'
 BT1790'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1790'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1790'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1790'THE GROUND.  IT IS 77.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 BT1790'TOBACCO BARN, 3.0 FEET EAST OF A POWER POLE, AND 42.0 FEET WEST
 BT1790'OF THE CENTERLINE OF THE PAVED ROAD.
 BT1790'
 BT1790'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1781 ***********************************************************************
 BT1781  DESIGNATION -  BV 065 201
 BT1781  PID         -  BT1781
 BT1781  STATE/COUNTY-  GA/GRADY
 BT1781  USGS QUAD   -  PELHAM (1983)
 BT1781
 BT1781                         *CURRENT SURVEY CONTROL
 BT1781  ___________________________________________________________________
 BT1781* NAD 83(1994)-  31 02 01.71197(N)    084 10 10.76061(W)     ADJUSTED  
 BT1781* NAVD 88     -       104.7    (meters)     344.     (feet)  VERTCON   
 BT1781  ___________________________________________________________________
 BT1781  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BT1781  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1781
 BT1781  HORZ ORDER  -  SECOND
 BT1781
 BT1781.The horizontal coordinates were established by classical geodetic methods
 BT1781.and adjusted by the National Geodetic Survey in September 1997..
 BT1781
 BT1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1781
 BT1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1781
 BT1781.The geoid height was determined by GEOID03.
 BT1781
 BT1781;                    North         East     Units Scale Factor Converg.
 BT1781;SPC GA W     -   114,597.851   699,714.661   MT  0.99990000   -0 00 05.5
 BT1781;SPC GA W     -   375,976.45  2,295,647.18   sFT  0.99990000   -0 00 05.5
 BT1781;UTM  16      - 3,436,790.658   770,158.290   MT  1.00050038   +1 27 36.2
 BT1781
 BT1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1781!SPC GA W     -   0.99998789  x   0.99990000  =   0.99988789
 BT1781!UTM  16      -   0.99998789  x   1.00050038  =   1.00048826
 BT1781
 BT1781:                Primary Azimuth Mark                     Grid Az
 BT1781:SPC GA W     -  BV 065 201 AZ MK                         105 18 47.2
 BT1781:UTM  16      -  BV 065 201 AZ MK                         103 51 05.5
 BT1781
 BT1781|---------------------------------------------------------------------|
 BT1781| PID    Reference Object                     Distance      Geod. Az  |
 BT1781|                                                           dddmmss.s |
 BT1781| CY8418 BV 065 201 AZ MK                                   1051841.7 |
 BT1781| BT1787 BV 065 201 GADT 1973 PTA              7.583 METERS 32837     |
 BT1781|---------------------------------------------------------------------|
 BT1781
 BT1781                          SUPERSEDED SURVEY CONTROL
 BT1781
 BT1781  NAD 83(1986)-  31 02 01.71882(N)    084 10 10.76585(W) AD(       ) 2
 BT1781  NAD 27      -  31 02 01.04591(N)    084 10 11.12030(W) AD(       ) 2
 BT1781  NGVD 29 (07/19/86)  104.8    (m)          344.     (f) VERT ANG       
 BT1781
 BT1781.Superseded values are not recommended for survey control.
 BT1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1781.See file dsdata.txt to determine how the superseded data were derived.
 BT1781
 BT1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7015836791(NAD 83)
 BT1781_MARKER: DD = SURVEY DISK
 BT1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1781
 BT1781  HISTORY     - Date     Condition        Report By
 BT1781  HISTORY     - 1973     MONUMENTED       GADT
 BT1781
 BT1781                          STATION DESCRIPTION
 BT1781
 BT1781'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1781'THE STATION IS ABOUT 2.8 MILES SOUTH AND 4.6 MILES WEST OF MEIGS,
 BT1781'6.5 MILES SOUTH AND 0.6 MILE WEST OF PELHAM, 10.8 MILES NORTH
 BT1781'AND 2.3 MILES EAST OF CAIRO.
 BT1781'
 BT1781'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND PAVED
 BT1781'COUNTY ROAD NO. 91625 IN PELHAM PROCEED SOUTH ON PAVED COUNTY
 BT1781'ROAD NO. 91625 FOR 6.15 MILES TO COUNTY ROAD NO. 34, TURN RIGHT AND
 BT1781'PROCEED WEST ON PAVED COUNTY ROAD NO. 34 FOR 0.35 MILES TO
 BT1781'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST
 BT1781'ON PAVED COUNTY ROAD NO. 34 FROM THE STATION FOR 0.35 MILES
 BT1781'TO THE AZIMUTH MARK ON THE RIGHT.
 BT1781'
 BT1781'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1781'OF TRANSPORTATION, STAMPED 065-201.  THE SURFACE DISK IS SET IN
 BT1781'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1781'WITH THE GROUND.  IT IS 7.7 FEET EAST OF THE WITNESS POST, 18.0
 BT1781'FEET SOUTH OF A FENCE, 23.6 FEET NORTH OF THE CENTERLINE OF THE
 BT1781'PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1781'OF CONCRETE 2.10 FEET BELOW THE SURFACE DISK.
 BT1781'
 BT1781'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1781'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1781'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WTH THE GROUND.  IT
 BT1781'IS 61.0 FEET SOUTH OF A POWER POLE, 42.0 FEET WEST OF THE
 BT1781'CENTERLINE OF THE PAVED ROAD, AND 86.1 FEET NORTHEAST OF THE
 BT1781'NORTHEAST CORNER OF A BLOCK STORE.
 BT1781'
 BT1781'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1780 ***********************************************************************
 BT1780  DESIGNATION -  BV 065 202
 BT1780  PID         -  BT1780
 BT1780  STATE/COUNTY-  GA/GRADY
 BT1780  USGS QUAD   -  PELHAM (1983)
 BT1780
 BT1780                         *CURRENT SURVEY CONTROL
 BT1780  ___________________________________________________________________
 BT1780* NAD 83(1994)-  31 01 22.18450(N)    084 12 14.73134(W)     ADJUSTED  
 BT1780* NAVD 88     -       103.5    (meters)     340.     (feet)  VERTCON   
 BT1780  ___________________________________________________________________
 BT1780  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BT1780  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BT1780
 BT1780  HORZ ORDER  -  SECOND
 BT1780
 BT1780.The horizontal coordinates were established by classical geodetic methods
 BT1780.and adjusted by the National Geodetic Survey in September 1997..
 BT1780
 BT1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1780
 BT1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1780
 BT1780.The geoid height was determined by GEOID03.
 BT1780
 BT1780;                    North         East     Units Scale Factor Converg.
 BT1780;SPC GA W     -   113,381.234   696,426.926   MT  0.99990016   -0 01 09.4
 BT1780;SPC GA W     -   371,984.93  2,284,860.67   sFT  0.99990016   -0 01 09.4
 BT1780;UTM  16      - 3,435,489.825   766,900.732   MT  1.00047880   +1 26 30.5
 BT1780
 BT1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1780!SPC GA W     -   0.99998808  x   0.99990016  =   0.99988824
 BT1780!UTM  16      -   0.99998808  x   1.00047880  =   1.00046687
 BT1780
 BT1780|---------------------------------------------------------------------|
 BT1780| PID    Reference Object                     Distance      Geod. Az  |
 BT1780|                                                           dddmmss.s |
 BT1780| BT1779 BV 065 202 GADT 1973 PTA              9.612 METERS 16012     |
 BT1780| CY8419 BV 065 202 AZ MK                                   1782210.2 |
 BT1780|---------------------------------------------------------------------|
 BT1780
 BT1780                          SUPERSEDED SURVEY CONTROL
 BT1780
 BT1780  NAD 83(1986)-  31 01 22.19133(N)    084 12 14.73655(W) AD(       ) 2
 BT1780  NAD 27      -  31 01 21.51790(N)    084 12 15.08788(W) AD(       ) 2
 BT1780  NGVD 29 (07/19/86)  103.6    (m)          340.     (f) VERT ANG       
 BT1780
 BT1780.Superseded values are not recommended for survey control.
 BT1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1780.See file dsdata.txt to determine how the superseded data were derived.
 BT1780
 BT1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6690135490(NAD 83)
 BT1780_MARKER: DD = SURVEY DISK
 BT1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1780
 BT1780  HISTORY     - Date     Condition        Report By
 BT1780  HISTORY     - 1973     MONUMENTED       GADT
 BT1780
 BT1780                          STATION DESCRIPTION
 BT1780
 BT1780'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1780'THE STATION IS ABOUT 10.0 MILES NORTH AND 0.2 MILE EAST OF CAIRO,
 BT1780'7.3 MILES SOUTH AND 2.8 MILES WEST OF PELHAM, 3.5 MILES SOUTH AND
 BT1780'6.8 MILES WEST OF MEIGS.
 BT1780'
 BT1780'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND PAVED
 BT1780'COUNTY ROAD NO. 92433 IN MEIGS PROCEED WEST ON PAVED COUNTY ROAD
 BT1780'NO. 92433 FOR 6.05 MILES TO GA. 93, TURN LEFT AND PROCEED SOUTH
 BT1780'ON GA. 93 FOR 4.2 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BT1780'THE AZIMUTH MARK PROCEED SOUTH ON GA. 93 FROM THE STATION FOR 0.4
 BT1780'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1780'
 BT1780'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1780'OF TRANSPORTATION, STAMPED 065-202.  THE SURFACE DISK IS SET IN
 BT1780'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1780'WITH THE GROUND.  IT IS 9.5 FEET NORTHEAST OF A FENCE CORNER, 45.4
 BT1780'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 5.7 FEET EAST OF A
 BT1780'FENCE, 5.5 FEET SOUTH OF A WITNESS.  THE UNDERGROUND DISK IS SET
 BT1780'IN AN IRREGULAR MASS OF CONCRETE 2.00 FEET BELOW THE SURFACE
 BT1780'DISK.
 BT1780'
 BT1780'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1780'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1780'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1780'GROUND.  IT IS 2.4 FEET WEST OF A POWER POLE, 53.0 FEET EAST OF
 BT1780'THE CENTERLINE OF THE PAVED ROAD, AND 528.0 FEET SOUTHEAST OF
 BT1780'A CONCRETE PIPE.
 BT1780'
 BT1780'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1798 ***********************************************************************
 BT1798  DESIGNATION -  BV 065 203
 BT1798  PID         -  BT1798
 BT1798  STATE/COUNTY-  GA/GRADY
 BT1798  USGS QUAD   -  PELHAM (1983)
 BT1798
 BT1798                         *CURRENT SURVEY CONTROL
 BT1798  ___________________________________________________________________
 BT1798* NAD 83(1994)-  31 00 40.51707(N)    084 08 10.98701(W)     ADJUSTED  
 BT1798* NAVD 88     -        88.5    (meters)     290.     (feet)  VERTCON   
 BT1798  ___________________________________________________________________
 BT1798  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BT1798  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1798
 BT1798  HORZ ORDER  -  SECOND
 BT1798
 BT1798.The horizontal coordinates were established by classical geodetic methods
 BT1798.and adjusted by the National Geodetic Survey in September 1997..
 BT1798
 BT1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1798
 BT1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1798
 BT1798.The geoid height was determined by GEOID03.
 BT1798
 BT1798;                    North         East     Units Scale Factor Converg.
 BT1798;SPC GA W     -   112,097.917   702,891.373   MT  0.99990010   +0 00 56.2
 BT1798;SPC GA W     -   367,774.58  2,306,069.45   sFT  0.99990010   +0 00 56.2
 BT1798;UTM  16      - 3,434,371.061   773,399.694   MT  1.00052212   +1 28 34.6
 BT1798
 BT1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1798!SPC GA W     -   0.99999043  x   0.99990010  =   0.99989053
 BT1798!UTM  16      -   0.99999043  x   1.00052212  =   1.00051255
 BT1798
 BT1798|---------------------------------------------------------------------|
 BT1798| PID    Reference Object                     Distance      Geod. Az  |
 BT1798|                                                           dddmmss.s |
 BT1798| BT1799 BV 065 203 GADT 1973 PTA             14.066 METERS 12425     |
 BT1798| CY8420 BV 065 203 AZ MK                                   3030230.9 |
 BT1798|---------------------------------------------------------------------|
 BT1798
 BT1798                          SUPERSEDED SURVEY CONTROL
 BT1798
 BT1798  NAD 83(1986)-  31 00 40.52394(N)    084 08 10.99227(W) AD(       ) 2
 BT1798  NAD 27      -  31 00 39.84853(N)    084 08 11.35393(W) AD(       ) 2
 BT1798  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) VERT ANG       
 BT1798
 BT1798.Superseded values are not recommended for survey control.
 BT1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1798.See file dsdata.txt to determine how the superseded data were derived.
 BT1798
 BT1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7340034371(NAD 83)
 BT1798_MARKER: DD = SURVEY DISK
 BT1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1798
 BT1798  HISTORY     - Date     Condition        Report By
 BT1798  HISTORY     - 1973     MONUMENTED       GADT
 BT1798
 BT1798                          STATION DESCRIPTION
 BT1798
 BT1798'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1798'THE STATION IS ABOUT 4.3 MILES SOUTH AND 2.7 MILES WEST OF MEIGS,
 BT1798'8.1 MILES SOUTH AND 1.2 MILES EAST OF PELHAM, 9.2 MILES NORTH
 BT1798'AND 4.6 MILES EAST OF CAIRO.
 BT1798'
 BT1798'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND GA. 3
 BT1798'IN MEIGS PROCEED SOUTH ON GA. 3 FOR 4.5 MILES TO PAVED COUNTY
 BT1798'ROAD NO. 133, TURN RIGHT AND PROCEED WEST ON PAVED COUNTY ROAD
 BT1798'NO. 133 FOR 5.25 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BT1798'THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD NO. 133 FROM
 BT1798'THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1798'
 BT1798'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1798'OF TRANSPORTATION, STAMPED 065-203.  THE SURFACE DISK IS SET IN
 BT1798'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1798'WITH THE GROUND.  IT IS 3.8 FEET EAST OF A WITNESS POST, 11.3
 BT1798'FEET SOUTH OF A FENCE, AND 32.0 FEET NORTH OF THE CENTERLINE OF
 BT1798'THE PAVED ROAD.  (NOTE--NO SUB-DISK.)
 BT1798'
 BT1798'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1798'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1798'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1798'GROUND.  IT IS 38.0 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 BT1798'31.0 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 78.0 FEET
 BT1798'SOUTHEAST OF THE POINT OF INTERSECTION OF THE PAVED ROAD AND
 BT1798'DIRT ROAD.
 BT1798'
 BT1798'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3207 ***********************************************************************
 BE3207  DESIGNATION -  BV 065 204
 BE3207  PID         -  BE3207
 BE3207  STATE/COUNTY-  GA/GRADY
 BE3207  USGS QUAD   -  CAIRO NORTH (1974)
 BE3207
 BE3207                         *CURRENT SURVEY CONTROL
 BE3207  ___________________________________________________________________
 BE3207* NAD 83(1994)-  30 58 07.86687(N)    084 13 45.78189(W)     ADJUSTED  
 BE3207* NAVD 88     -        97.6    (meters)     320.     (feet)  VERTCON   
 BE3207  ___________________________________________________________________
 BE3207  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BE3207  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3207
 BE3207  HORZ ORDER  -  SECOND
 BE3207
 BE3207.The horizontal coordinates were established by classical geodetic methods
 BE3207.and adjusted by the National Geodetic Survey in September 1997..
 BE3207
 BE3207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3207
 BE3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3207
 BE3207.The geoid height was determined by GEOID03.
 BE3207
 BE3207;                    North         East     Units Scale Factor Converg.
 BE3207;SPC GA W     -   107,398.508   694,008.893   MT  0.99990044   -0 01 56.2
 BE3207;SPC GA W     -   352,356.60  2,276,927.51   sFT  0.99990044   -0 01 56.2
 BE3207;UTM  16      - 3,429,443.983   764,634.618   MT  1.00046395   +1 25 35.4
 BE3207
 BE3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3207!SPC GA W     -   0.99998901  x   0.99990044  =   0.99988945
 BE3207!UTM  16      -   0.99998901  x   1.00046395  =   1.00045296
 BE3207
 BE3207|---------------------------------------------------------------------|
 BE3207| PID    Reference Object                     Distance      Geod. Az  |
 BE3207|                                                           dddmmss.s |
 BE3207| BE3206 BV 065 204 GADT 1973 PTA              5.582 METERS 02105     |
 BE3207| CW1903 BV 065 204 AZ MK                                   1615102.0 |
 BE3207|---------------------------------------------------------------------|
 BE3207
 BE3207                          SUPERSEDED SURVEY CONTROL
 BE3207
 BE3207  NAD 83(1986)-  30 58 07.87387(N)    084 13 45.78714(W) AD(       ) 2
 BE3207  NAD 27      -  30 58 07.19542(N)    084 13 46.13716(W) AD(       ) 2
 BE3207  NGVD 29 (07/19/86)   97.7    (m)          321.     (f) VERT ANG       
 BE3207
 BE3207.Superseded values are not recommended for survey control.
 BE3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3207.See file dsdata.txt to determine how the superseded data were derived.
 BE3207
 BE3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6463529444(NAD 83)
 BE3207_MARKER: DD = SURVEY DISK
 BE3207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3207
 BE3207  HISTORY     - Date     Condition        Report By
 BE3207  HISTORY     - 1973     MONUMENTED       GADT
 BE3207
 BE3207                          STATION DESCRIPTION
 BE3207
 BE3207'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3207'THE STATION IS ABOUT 10.5 MILES WEST OF OCHLOCKNEE, 6.6 MILES
 BE3207'SOUTH AND 8.6 MILES WEST OF MEIGS, 10.4 MILES SOUTH AND 4.8 MILES
 BE3207'WEST OF PELHAM.
 BE3207'
 BE3207'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3207'GA. 93 IN CAIRO PROCEED NORTH ON GA. 93 FOR 2.8 MILES TO PAVED
 BE3207'COUNTY ROAD NO. 1, TURN LEFT AND PROCEED NORTH ON PAVED COUNTY
 BE3207'ROAD NO. 1 FOR 1.95 MILES TO PAVED COUNTY ROAD NO. 4, TURN LEFT
 BE3207'AND PROCEED NORTHWEST ON PAVED COUNTY ROAD NO. 4 FOR 0.60 MILE TO
 BE3207'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3207'SOUTH ON PAVED COUNTY ROAD NO. 1 FROM THE STATION FOR 0.2 MILE
 BE3207'TO THE AZIMUTH MARK ON THE LEFT.
 BE3207'
 BE3207'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3207'OF TRANSPORTATION, STAMPED 065-204.  THE SURFACE DISK IS SET IN THE
 BE3207'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3207'THE GROUND.  IT IS 3.3 FEET EAST OF A WITNESS POST, 23.0 FEET WEST
 BE3207'OF THE CENTERLINE OF THE PAVED ROAD, AND 15.5 FEET SOUTH OF A
 BE3207'POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3207'OF CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3207'
 BE3207'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3207'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BE3207'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3207'GROUND.  IT IS 13.6 FEET EAST OF THE CENTERLINE OF THE PAVED
 BE3207'ROAD, 5.3 FEET WEST OF A FENCE, AND 6.4 FEET WEST OF A POWER
 BE3207'POLE.
 BE3207'
 BE3207'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3215 ***********************************************************************
 BE3215  DESIGNATION -  BV 065 205
 BE3215  PID         -  BE3215
 BE3215  STATE/COUNTY-  GA/GRADY
 BE3215  USGS QUAD   -  CAIRO NORTH (1974)
 BE3215
 BE3215                         *CURRENT SURVEY CONTROL
 BE3215  ___________________________________________________________________
 BE3215* NAD 83(1994)-  30 57 25.17272(N)    084 13 20.87331(W)     ADJUSTED  
 BE3215* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 BE3215  ___________________________________________________________________
 BE3215  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BE3215  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3215
 BE3215  HORZ ORDER  -  SECOND
 BE3215
 BE3215.The horizontal coordinates were established by classical geodetic methods
 BE3215.and adjusted by the National Geodetic Survey in September 1997..
 BE3215
 BE3215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3215
 BE3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3215
 BE3215.The geoid height was determined by GEOID03.
 BE3215
 BE3215;                    North         East     Units Scale Factor Converg.
 BE3215;SPC GA W     -   106,083.440   694,669.182   MT  0.99990035   -0 01 43.3
 BE3215;SPC GA W     -   348,042.09  2,279,093.81   sFT  0.99990035   -0 01 43.3
 BE3215;UTM  16      - 3,428,145.414   765,328.558   MT  1.00046849   +1 25 46.5
 BE3215
 BE3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3215!SPC GA W     -   0.99998945  x   0.99990035  =   0.99988980
 BE3215!UTM  16      -   0.99998945  x   1.00046849  =   1.00045794
 BE3215
 BE3215:                Primary Azimuth Mark                     Grid Az
 BE3215:SPC GA W     -  BV 065 205 AZ MK                         133 54 53.7
 BE3215:UTM  16      -  BV 065 205 AZ MK                         132 27 23.9
 BE3215
 BE3215|---------------------------------------------------------------------|
 BE3215| PID    Reference Object                     Distance      Geod. Az  |
 BE3215|                                                           dddmmss.s |
 BE3215| CW1904 BV 065 205 AZ MK                                   1335310.4 |
 BE3215| BE3216 BV 065 205 GADT 1973 PTA             13.036 METERS 26856     |
 BE3215|---------------------------------------------------------------------|
 BE3215
 BE3215                          SUPERSEDED SURVEY CONTROL
 BE3215
 BE3215  NAD 83(1986)-  30 57 25.17978(N)    084 13 20.87848(W) AD(       ) 2
 BE3215  NAD 27      -  30 57 24.49992(N)    084 13 21.22948(W) AD(       ) 2
 BE3215  NGVD 29 (07/19/86)   94.9    (m)          311.     (f) VERT ANG       
 BE3215
 BE3215.Superseded values are not recommended for survey control.
 BE3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3215.See file dsdata.txt to determine how the superseded data were derived.
 BE3215
 BE3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6532928145(NAD 83)
 BE3215_MARKER: DD = SURVEY DISK
 BE3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3215
 BE3215  HISTORY     - Date     Condition        Report By
 BE3215  HISTORY     - 1973     MONUMENTED       GADT
 BE3215
 BE3215                          STATION DESCRIPTION
 BE3215
 BE3215'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3215'THE STATION IS ABOUT 5.5 MILES NORTH AND 0.5 MILE WEST OF CAIRO,
 BE3215'8.1 MILES SOUTH AND 7.7 MILES WEST OF MEIGS, 11.9 MILES SOUTH AND
 BE3215'4.0 MILES WEST OF PELHAM.
 BE3215'
 BE3215'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3215'GA. 93 IN CAIRO PROCEED NORTH ON GA. 93 FOR 2.8 MILES TO PAVED
 BE3215'COUNTY ROAD NO. 1, TURN LEFT AND PROCEED NORTH ON PAVED COUNTY
 BE3215'ROAD NO. 1 FOR 1.50 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BE3215'THE AZIMUTH MARK PROCEED SOUTH ON PAVED COUNTY ROAD NO. 1 FROM
 BE3215'THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3215'
 BE3215'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3215'OF TRANSPORTATION, STAMPED 065-205.  THE SURFACE DISK IS SET IN THE
 BE3215'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3215'THE GROUND.  IT IS 15.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 BE3215'PAVED ROAD, 4.0 FEET SOUTHWEST OF A WITNESS POST, AND 15.5 FEET
 BE3215'NORTHWEST OF A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN
 BE3215'IRREGULAR MASS OF CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3215'
 BE3215'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3215'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3215'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3215'GROUND.  IT IS 29.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 BE3215'3.3 FEET NORTH OF A POWER POLE, AND 64.0 FEET NORTHEAST OF A
 BE3215'TELEPHONE PEDESTAL.
 BE3215'
 BE3215'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3205 ***********************************************************************
 BE3205  DESIGNATION -  BV 065 206
 BE3205  PID         -  BE3205
 BE3205  STATE/COUNTY-  GA/GRADY
 BE3205  USGS QUAD   -  CAIRO NORTH (1974)
 BE3205
 BE3205                         *CURRENT SURVEY CONTROL
 BE3205  ___________________________________________________________________
 BE3205* NAD 83(1994)-  30 59 59.98117(N)    084 09 35.72041(W)     ADJUSTED  
 BE3205* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 BE3205  ___________________________________________________________________
 BE3205  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BE3205  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BE3205
 BE3205  HORZ ORDER  -  SECOND
 BE3205
 BE3205.The horizontal coordinates were established by classical geodetic methods
 BE3205.and adjusted by the National Geodetic Survey in September 1997..
 BE3205
 BE3205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3205
 BE3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3205
 BE3205.The geoid height was determined by GEOID03.
 BE3205
 BE3205;                    North         East     Units Scale Factor Converg.
 BE3205;SPC GA W     -   110,849.279   700,644.048   MT  0.99990001   +0 00 12.5
 BE3205;SPC GA W     -   363,678.01  2,298,696.35   sFT  0.99990001   +0 00 12.5
 BE3205;UTM  16      - 3,433,064.750   771,183.561   MT  1.00050724   +1 27 49.1
 BE3205
 BE3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3205!SPC GA W     -   0.99998948  x   0.99990001  =   0.99988949
 BE3205!UTM  16      -   0.99998948  x   1.00050724  =   1.00049671
 BE3205
 BE3205|---------------------------------------------------------------------|
 BE3205| PID    Reference Object                     Distance      Geod. Az  |
 BE3205|                                                           dddmmss.s |
 BE3205| BT2218 BV 065 206 GADT 1973 PTA              6.482 METERS 27844     |
 BE3205| BT1829 HARTHORNE LOT                       APPROX. 9.6 KM 2805713.0 |
 BE3205| CW1905 BV 065 206 AZ MK                                   3450446.9 |
 BE3205|---------------------------------------------------------------------|
 BE3205
 BE3205                          SUPERSEDED SURVEY CONTROL
 BE3205
 BE3205  NAD 83(1986)-  30 59 59.98818(N)    084 09 35.72568(W) AD(       ) 2
 BE3205  NAD 27      -  30 59 59.31209(N)    084 09 36.08205(W) AD(       ) 2
 BE3205  NGVD 29 (07/19/86)   94.7    (m)          311.     (f) VERT ANG       
 BE3205
 BE3205.Superseded values are not recommended for survey control.
 BE3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3205.See file dsdata.txt to determine how the superseded data were derived.
 BE3205
 BE3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7118433065(NAD 83)
 BE3205_MARKER: DD = SURVEY DISK
 BE3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3205
 BE3205  HISTORY     - Date     Condition        Report By
 BE3205  HISTORY     - 1973     MONUMENTED       GADT
 BE3205
 BE3205                          STATION DESCRIPTION
 BE3205
 BE3205'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3205'THE STATION IS ABOUT 8.8 MILES SOUTH OF PELHAM, 5.0 MILES SOUTH
 BE3205'AND 4.1 MILES WEST OF MEIGS, 1.7 MILES NORTH AND 6.2 MILES WEST
 BE3205'OF OCHLOCKNEE.
 BE3205'
 BE3205'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3205'GA. 93 IN CAIRO PROCEED NORTH ON GA. 93 FOR 3.8 MILES TO THE
 BE3205'INTERSECTION OF GA. 111, PROCEED NORTHEAST ON GA. 111 FOR 4.6
 BE3205'MILES TO PAVED COUNTY ROAD NO. 91625, TURN LEFT ON PAVED COUNTY
 BE3205'ROAD NO. 91625 AND PROCEED NORTH FOR 0.25 MILE TO THE STATION
 BE3205'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTHWEST ON
 BE3205'PAVED COUNTY ROAD NO. 91625 FROM THE STATION FOR 0.4 MILE TO
 BE3205'THE AZIMUTH MARK ON THE RIGHT.
 BE3205'
 BE3205'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3205'OF TRANSPORTATION, STAMPED 065-206.  THE SURFACE DISK IS SET IN THE
 BE3205'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3205'WITH THE GROUND.  IT IS 3.0 FEET SOUTHWEST OF A WITNESS POST,
 BE3205'30.0 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD, AND 64.6
 BE3205'FEET NORTHWEST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN
 BE3205'AN IRREGULAR MASS OF CONCRETE 1.80 FEET BELOW THE SURFACE DISK.
 BE3205'
 BE3205'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3205'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3205'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3205'GROUND.  IT IS 37.8 FEET NORTHEAST OF THE CENTERLINE OF THE
 BE3205'PAVED ROAD, 3.5 FEET SOUTHEAST OF A POWER POLE, AND 140.0 FEET
 BE3205'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.
 BE3205'
 BE3205'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3263 ***********************************************************************
 BE3263  DESIGNATION -  BV 065 207
 BE3263  PID         -  BE3263
 BE3263  STATE/COUNTY-  GA/GRADY
 BE3263  USGS QUAD   -  WHIGHAM (1974)
 BE3263
 BE3263                         *CURRENT SURVEY CONTROL
 BE3263  ___________________________________________________________________
 BE3263* NAD 83(1994)-  30 56 05.20299(N)    084 20 25.95489(W)     ADJUSTED  
 BE3263* NAVD 88     -        91.3    (meters)     300.     (feet)  VERTCON   
 BE3263  ___________________________________________________________________
 BE3263  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BE3263  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE3263
 BE3263  HORZ ORDER  -  SECOND
 BE3263
 BE3263.The horizontal coordinates were established by classical geodetic methods
 BE3263.and adjusted by the National Geodetic Survey in September 1997..
 BE3263
 BE3263.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3263
 BE3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3263
 BE3263.The geoid height was determined by GEOID03.
 BE3263
 BE3263;                    North         East     Units Scale Factor Converg.
 BE3263;SPC GA W     -   103,632.499   683,384.425   MT  0.99990340   -0 05 21.8
 BE3263;SPC GA W     -   340,000.96  2,242,070.40   sFT  0.99990340   -0 05 21.8
 BE3263;UTM  16      - 3,425,406.728   754,103.852   MT  1.00039655   +1 22 04.3
 BE3263
 BE3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3263!SPC GA W     -   0.99999001  x   0.99990340  =   0.99989341
 BE3263!UTM  16      -   0.99999001  x   1.00039655  =   1.00038656
 BE3263
 BE3263:                Primary Azimuth Mark                     Grid Az
 BE3263:SPC GA W     -  BV 065 207 AZ MK                         168 51 45.3
 BE3263:UTM  16      -  BV 065 207 AZ MK                         167 24 19.2
 BE3263
 BE3263|---------------------------------------------------------------------|
 BE3263| PID    Reference Object                     Distance      Geod. Az  |
 BE3263|                                                           dddmmss.s |
 BE3263| CW1906 BV 065 207 AZ MK                                   1684623.5 |
 BE3263| BE3264 BV 065 207 GADT 1973 PTA             16.743 METERS 18807     |
 BE3263|---------------------------------------------------------------------|
 BE3263
 BE3263                          SUPERSEDED SURVEY CONTROL
 BE3263
 BE3263  NAD 83(1986)-  30 56 05.21009(N)    084 20 25.96006(W) AD(       ) 2
 BE3263  NAD 27      -  30 56 04.53002(N)    084 20 26.29430(W) AD(       ) 2
 BE3263  NGVD 29 (07/19/86)   91.4    (m)          300.     (f) VERT ANG       
 BE3263
 BE3263.Superseded values are not recommended for survey control.
 BE3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3263.See file dsdata.txt to determine how the superseded data were derived.
 BE3263
 BE3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5410425407(NAD 83)
 BE3263_MARKER: DD = SURVEY DISK
 BE3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3263
 BE3263  HISTORY     - Date     Condition        Report By
 BE3263  HISTORY     - 1973     MONUMENTED       GADT
 BE3263
 BE3263                          STATION DESCRIPTION
 BE3263
 BE3263'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3263'THE STATION IS ABOUT 3.5 MILES NORTH AND 0.9 MILE WEST OF WHIGHAM,
 BE3263'3.8 MILES NORTH AND 5.5 MILES EAST OF CLIMAX, 12.7 MILES NORTH
 BE3263'AND 8.8 MILES EAST OF ATTAPULGUS.
 BE3263'
 BE3263'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 179
 BE3263'IN WHIGHAM, PROCEED NORTHWEST ON GA. 179 FOR 3.85 MILES TO THE
 BE3263'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTHEAST
 BE3263'ON GA. 179 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BE3263'THE RIGHT.
 BE3263'
 BE3263'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3263'OF TRANSPORTATION, STAMPED 065-207.  THE SURFACE DISK IS SET IN THE
 BE3263'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3263'THE GROUND.  IT IS 4.0 FEET SOUTH WEST OF A FENCE, 5.7 FEET
 BE3263'SOUTHEAST OF A WITNESS POST, 19.0 FEET NORTHWEST OF A POWER POLE,
 BE3263'AND 40.0 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD.
 BE3263'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BE3263'2.10 FEET BELOW THE SURFACE DISK.
 BE3263'
 BE3263'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3263'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3263'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3263'IS 27.0 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 4.6
 BE3263'FEET NORTHEAST OF A FENCE, AND 88.0 FEET WEST OF A POWER POLE.
 BE3263'
 BE3263'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3268 ***********************************************************************
 BE3268  DESIGNATION -  BV 065 208
 BE3268  PID         -  BE3268
 BE3268  STATE/COUNTY-  GA/GRADY
 BE3268  USGS QUAD   -  WHIGHAM (1974)
 BE3268
 BE3268                         *CURRENT SURVEY CONTROL
 BE3268  ___________________________________________________________________
 BE3268* NAD 83(1994)-  30 57 21.62567(N)    084 21 38.14612(W)     ADJUSTED  
 BE3268* NAVD 88     -        77.8    (meters)     255.     (feet)  VERTCON   
 BE3268  ___________________________________________________________________
 BE3268  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BE3268  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3268
 BE3268  HORZ ORDER  -  SECOND
 BE3268
 BE3268.The horizontal coordinates were established by classical geodetic methods
 BE3268.and adjusted by the National Geodetic Survey in September 1997..
 BE3268
 BE3268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3268
 BE3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3268
 BE3268.The geoid height was determined by GEOID03.
 BE3268
 BE3268;                    North         East     Units Scale Factor Converg.
 BE3268;SPC GA W     -   105,989.007   681,472.247   MT  0.99990423   -0 05 59.1
 BE3268;SPC GA W     -   347,732.27  2,235,796.86   sFT  0.99990423   -0 05 59.1
 BE3268;UTM  16      - 3,427,714.953   752,131.387   MT  1.00038423   +1 21 30.1
 BE3268
 BE3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3268!SPC GA W     -   0.99999213  x   0.99990423  =   0.99989636
 BE3268!UTM  16      -   0.99999213  x   1.00038423  =   1.00037636
 BE3268
 BE3268|---------------------------------------------------------------------|
 BE3268| PID    Reference Object                     Distance      Geod. Az  |
 BE3268|                                                           dddmmss.s |
 BE3268| BE3273 BV 065 208 GADT 1973 PTA              8.598 METERS 14652     |
 BE3268| CW1907 BV 065 208 AZ MK                                   2720210.6 |
 BE3268|---------------------------------------------------------------------|
 BE3268
 BE3268                          SUPERSEDED SURVEY CONTROL
 BE3268
 BE3268  NAD 83(1986)-  30 57 21.63280(N)    084 21 38.15126(W) AD(       ) 2
 BE3268  NAD 27      -  30 57 20.95515(N)    084 21 38.48324(W) AD(       ) 2
 BE3268  NGVD 29 (07/19/86)   77.9    (m)          256.     (f) VERT ANG       
 BE3268
 BE3268.Superseded values are not recommended for survey control.
 BE3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3268.See file dsdata.txt to determine how the superseded data were derived.
 BE3268
 BE3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5213127715(NAD 83)
 BE3268_MARKER: DD = SURVEY DISK
 BE3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3268_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3268
 BE3268  HISTORY     - Date     Condition        Report By
 BE3268  HISTORY     - 1973     MONUMENTED       GADT
 BE3268
 BE3268                          STATION DESCRIPTION
 BE3268
 BE3268'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3268'THE STATION IS ABOUT 4.9 MILES NORTH AND 2.1 MILES WEST OF
 BE3268'WHIGHAM, 5.4 MILES NORTH AND 4.2 MILES EAST OF CLIMAX, 5.2 MILES
 BE3268'NORTH AND 9.0 MILES EAST OF CAIRO.
 BE3268'
 BE3268'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3268'GA. 179 IN WHIGHAM PROCEED NORTHWEST ON GA. 179 FOR 5.0 MILES
 BE3268'TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 91544, TURN LEFT AND
 BE3268'PROCEED WEST ON PAVED COUNTY ROAD NO. 91544 FOR 1.2 MILES TO THE
 BE3268'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON
 BE3268'PAVED COUNTY ROAD NO. 91544 FROM THE STATION FOR 0.4 MILE TO THE
 BE3268'AZIMUTH MARK ON THE RIGHT.
 BE3268'
 BE3268'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3268'OF TRANSPORTATION, STAMPED 065-208.  THE SURFACE DISK IS SET IN
 BE3268'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3268'WITH THE GROUND.  IT IS 3.5 FEET NORTH OF A WITNESS POST, 17.4
 BE3268'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 65.0 FEET SOUTH
 BE3268'OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BE3268'MASS OF CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3268'
 BE3268'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3268'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3268'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3268'GROUND.  IT IS 75.0 FEET SOUTHEAST OF A POWER POLE, 2.0 FEET
 BE3268'SOUTHWEST OF A FENCE CORNER, AND 39.4 FEET NORTH OF THE
 BE3268'CENTERLINE OF THE PAVED ROAD.
 BE3268'
 BE3268'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1830 ***********************************************************************
 BT1830  DESIGNATION -  BV 065 209
 BT1830  PID         -  BT1830
 BT1830  STATE/COUNTY-  GA/GRADY
 BT1830  USGS QUAD   -  GEE POND (1983)
 BT1830
 BT1830                         *CURRENT SURVEY CONTROL
 BT1830  ___________________________________________________________________
 BT1830* NAD 83(1994)-  31 04 42.99789(N)    084 18 06.96978(W)     ADJUSTED  
 BT1830* NAVD 88     -        47.3    (meters)     155.     (feet)  VERTCON   
 BT1830  ___________________________________________________________________
 BT1830  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BT1830  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BT1830
 BT1830  HORZ ORDER  -  SECOND
 BT1830
 BT1830.The horizontal coordinates were established by classical geodetic methods
 BT1830.and adjusted by the National Geodetic Survey in September 1997..
 BT1830
 BT1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1830
 BT1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1830
 BT1830.The geoid height was determined by GEOID03.
 BT1830
 BT1830;                    North         East     Units Scale Factor Converg.
 BT1830;SPC GA W     -   119,572.393   687,093.092   MT  0.99990205   -0 04 11.4
 BT1830;SPC GA W     -   392,297.09  2,254,237.92   sFT  0.99990205   -0 04 11.4
 BT1830;UTM  16      - 3,441,444.042   757,406.760   MT  1.00041737   +1 23 36.8
 BT1830
 BT1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1830!SPC GA W     -   0.99999691  x   0.99990205  =   0.99989896
 BT1830!UTM  16      -   0.99999691  x   1.00041737  =   1.00041428
 BT1830
 BT1830|---------------------------------------------------------------------|
 BT1830| PID    Reference Object                     Distance      Geod. Az  |
 BT1830|                                                           dddmmss.s |
 BT1830| BT1831 BV 065 209 GADT 1973 PTA              6.189 METERS 20158     |
 BT1830| CY8421 BV 065 209 AZ MK                                   2752142.9 |
 BT1830|---------------------------------------------------------------------|
 BT1830
 BT1830                          SUPERSEDED SURVEY CONTROL
 BT1830
 BT1830  NAD 83(1986)-  31 04 43.00485(N)    084 18 06.97491(W) AD(       ) 2
 BT1830  NAD 27      -  31 04 42.33841(N)    084 18 07.31454(W) AD(       ) 2
 BT1830  NGVD 29 (07/19/86)   47.4    (m)          156.     (f) VERT ANG       
 BT1830
 BT1830.Superseded values are not recommended for survey control.
 BT1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1830.See file dsdata.txt to determine how the superseded data were derived.
 BT1830
 BT1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5740741444(NAD 83)
 BT1830_MARKER: DD = SURVEY DISK
 BT1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1830
 BT1830  HISTORY     - Date     Condition        Report By
 BT1830  HISTORY     - 1973     MONUMENTED       GADT
 BT1830
 BT1830                          STATION DESCRIPTION
 BT1830
 BT1830'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1830'THE STATION IS ABOUT 0.3 MILE NORTH AND 12.7 MILES WEST OF
 BT1830'MEIGS, 3.5 MILES SOUTH AND 8.9 MILES WEST OF PELHAM, 13.9 MILES
 BT1830'NORTH AND 5.5 MILES WEST OF CAIRO.
 BT1830'
 BT1830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 97 AND
 BT1830'262 IN VADA, GO EAST ON HIGHWAY 262 FOR 6.8 MILES TO THE STATION
 BT1830'ON THE RIGHT.
 BT1830'
 BT1830'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 BT1830'HIGHWAY 262 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1830'
 BT1830'STATION MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1830'OF TRANSPORTATION, STAMPED 065-209, SET IN THE TOP OF A 10-INCH
 BT1830'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1830'IS 6.4 FEET NORTHWEST OF A WITNESS POST, 2.6 FEET WEST OF A
 BT1830'FENCE, 20.0 FEET WEST OF THE CENTER OF STATE HIGHWAY AND 48.5
 BT1830'FEET SOUTH OF A POWER LINE POLE.  (NOTE--NO SUB-DISK.)
 BT1830'
 BT1830'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1830'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1830'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1830'GROUND.  IT IS 19.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 BT1830'262, 78.0 FEET NORTH OF A FENCE AND 101.9 FEET NORTHEAST OF A
 BT1830'POWER LINE POLE.
 BT1830'
 BT1830'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3270 ***********************************************************************
 BE3270  DESIGNATION -  BV 065 210
 BE3270  PID         -  BE3270
 BE3270  STATE/COUNTY-  GA/GRADY
 BE3270  USGS QUAD   -  WHIGHAM (1974)
 BE3270
 BE3270                         *CURRENT SURVEY CONTROL
 BE3270  ___________________________________________________________________
 BE3270* NAD 83(1994)-  30 59 08.47183(N)    084 15 26.54527(W)     ADJUSTED  
 BE3270* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 BE3270  ___________________________________________________________________
 BE3270  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BE3270  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3270
 BE3270  HORZ ORDER  -  SECOND
 BE3270
 BE3270.The horizontal coordinates were established by classical geodetic methods
 BE3270.and adjusted by the National Geodetic Survey in September 1997..
 BE3270
 BE3270.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3270
 BE3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3270
 BE3270.The geoid height was determined by GEOID03.
 BE3270
 BE3270;                    North         East     Units Scale Factor Converg.
 BE3270;SPC GA W     -   109,266.614   691,336.664   MT  0.99990093   -0 02 48.1
 BE3270;SPC GA W     -   358,485.55  2,268,160.37   sFT  0.99990093   -0 02 48.1
 BE3270;UTM  16      - 3,431,244.436   761,914.178   MT  1.00044627   +1 24 46.0
 BE3270
 BE3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3270!SPC GA W     -   0.99998898  x   0.99990093  =   0.99988991
 BE3270!UTM  16      -   0.99998898  x   1.00044627  =   1.00043525
 BE3270
 BE3270|---------------------------------------------------------------------|
 BE3270| PID    Reference Object                     Distance      Geod. Az  |
 BE3270|                                                           dddmmss.s |
 BE3270| BE3269 BV 065 210 GADT 1973 PTA              9.379 METERS 03811     |
 BE3270| CW1908 BV 065 210 AZ MK                                   1705628.0 |
 BE3270|---------------------------------------------------------------------|
 BE3270
 BE3270                          SUPERSEDED SURVEY CONTROL
 BE3270
 BE3270  NAD 83(1986)-  30 59 08.47883(N)    084 15 26.55050(W) AD(       ) 2
 BE3270  NAD 27      -  30 59 07.80177(N)    084 15 26.89594(W) AD(       ) 2
 BE3270  NGVD 29 (07/19/86)   97.9    (m)          321.     (f) VERT ANG       
 BE3270
 BE3270.Superseded values are not recommended for survey control.
 BE3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3270.See file dsdata.txt to determine how the superseded data were derived.
 BE3270
 BE3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6191431244(NAD 83)
 BE3270_MARKER: DD = SURVEY DISK
 BE3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3270
 BE3270  HISTORY     - Date     Condition        Report By
 BE3270  HISTORY     - 1973     MONUMENTED       GADT
 BE3270
 BE3270                          STATION DESCRIPTION
 BE3270
 BE3270'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3270'THE STATION IS ABOUT 7.5 MILES NORTH AND 2.9 MILES WEST OF CAIRO,
 BE3270'6.2 MILES SOUTH AND 9.9 MILES WEST OF MEIGS, 9.8 MILES SOUTH AND
 BE3270'5.7 MILES WEST OF PELHAM.
 BE3270'
 BE3270'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 112
 BE3270'IN CAIRO PROCEED NORTH ON GA. 112 FOR 6.35 MILES TO THE STATION
 BE3270'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH FROM THE
 BE3270'STATION FOR 0.20 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3270'
 BE3270'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3270'OF TRANSPORTATION, STAMPED 065-210.  THE SURFACE DISK IS SET IN
 BE3270'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3270'WITH THE GROUND.  IT IS 2.8 FEET EAST OF A WITNESS POST, 40.5 FEET
 BE3270'WEST OF THE CENTERLINE OF THE PAVED ROAD, AND 126.0 FEET
 BE3270'NORTHWEST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 BE3270'IRREGULAR MASS OF CONCRETE 2.30 FEET BELOW THE SURFACE DISK.
 BE3270'
 BE3270'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3270'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3270'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3270'IS 40.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 6.2 FEET
 BE3270'NORTH OF A TELEPHONE PEDESTAL, AND 57.0 FEET NORTHWEST OF POINT
 BE3270'OF INTERSECTION OF PAVED ROAD AND A DIRT ROAD.
 BE3270'
 BE3270'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3272 ***********************************************************************
 BE3272  DESIGNATION -  BV 065 211
 BE3272  PID         -  BE3272
 BE3272  STATE/COUNTY-  GA/GRADY
 BE3272  USGS QUAD   -  WHIGHAM (1974)
 BE3272
 BE3272                         *CURRENT SURVEY CONTROL
 BE3272  ___________________________________________________________________
 BE3272* NAD 83(1994)-  30 58 17.56334(N)    084 20 40.09633(W)     ADJUSTED  
 BE3272* NAVD 88     -        84.0    (meters)     276.     (feet)  VERTCON   
 BE3272  ___________________________________________________________________
 BE3272  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BE3272  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE3272
 BE3272  HORZ ORDER  -  SECOND
 BE3272
 BE3272.The horizontal coordinates were established by classical geodetic methods
 BE3272.and adjusted by the National Geodetic Survey in September 1997..
 BE3272
 BE3272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3272
 BE3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3272
 BE3272.The geoid height was determined by GEOID03.
 BE3272
 BE3272;                    North         East     Units Scale Factor Converg.
 BE3272;SPC GA W     -   107,708.975   683,015.554   MT  0.99990356   -0 05 29.4
 BE3272;SPC GA W     -   353,375.20  2,240,860.20   sFT  0.99990356   -0 05 29.4
 BE3272;UTM  16      - 3,429,474.497   753,631.144   MT  1.00039358   +1 22 02.3
 BE3272
 BE3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3272!SPC GA W     -   0.99999116  x   0.99990356  =   0.99989472
 BE3272!UTM  16      -   0.99999116  x   1.00039358  =   1.00038473
 BE3272
 BE3272:                Primary Azimuth Mark                     Grid Az
 BE3272:SPC GA W     -  BV 065 211 AZ MK                         004 21 06.5
 BE3272:UTM  16      -  BV 065 211 AZ MK                         002 53 34.8
 BE3272
 BE3272|---------------------------------------------------------------------|
 BE3272| PID    Reference Object                     Distance      Geod. Az  |
 BE3272|                                                           dddmmss.s |
 BE3272| CW1909 BV 065 211 AZ MK                                   0041537.1 |
 BE3272| BE3266 BV 065 211 GADT 1973 PTA              8.654 METERS 12159     |
 BE3272|---------------------------------------------------------------------|
 BE3272
 BE3272                          SUPERSEDED SURVEY CONTROL
 BE3272
 BE3272  NAD 83(1986)-  30 58 17.57048(N)    084 20 40.10158(W) AD(       ) 2
 BE3272  NAD 27      -  30 58 16.89404(N)    084 20 40.43877(W) AD(       ) 2
 BE3272  NGVD 29 (07/19/86)   84.1    (m)          276.     (f) VERT ANG       
 BE3272
 BE3272.Superseded values are not recommended for survey control.
 BE3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3272.See file dsdata.txt to determine how the superseded data were derived.
 BE3272
 BE3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5363129474(NAD 83)
 BE3272_MARKER: DD = SURVEY DISK
 BE3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3272
 BE3272  HISTORY     - Date     Condition        Report By
 BE3272  HISTORY     - 1973     MONUMENTED       GADT
 BE3272
 BE3272                          STATION DESCRIPTION
 BE3272
 BE3272'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3272'THE STATION IS ABOUT 6.5 MILES NORTH AND 8.0 MILES WEST OF CAIRO,
 BE3272'6.1 MILES NORTH AND 1.1 MILES WEST OF WHIGHAM, 6.4 MILES NORTH
 BE3272'AND 5.1 MILES EAST OF CLIMAX.
 BE3272'
 BE3272'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 179
 BE3272'IN WHIGHAM, PROCEED NORTH ON GA. 179 FOR 6.20 MILES TO THE STATION
 BE3272'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED NORTH FOR 0.20
 BE3272'MILE ON GA. 179 TO THE INTERSECTION OF GA. 179 AND COUNTY DIRT
 BE3272'ROAD NO. 57, THE AZIMUTH MARK IS ON THE RIGHT ON THE NORTHEAST
 BE3272'CORNER.
 BE3272'
 BE3272'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3272'OF TRANSPORTATION, STAMPED 065-211.  THE SURFACE DISK IS SET IN
 BE3272'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3272'WITH THE GROUND.  IT IS 35.5 FEET WEST OF THE CENTERLINE OF THE
 BE3272'PAVED ROAD, 5.3 FEET NORTH OF A WITNESS POST, 5.2 FEET EAST OF A
 BE3272'FENCE, 7.0 FEET SOUTHEAST OF A FENCE CORNER, AND 8.2 FEET
 BE3272'SOUTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 BE3272'IRREGULAR MASS OF CONCRETE 2.05 FEET BELOW THE SURFACE DISK.
 BE3272'
 BE3272'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3272'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3272'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3272'IS 33.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 30.0 FEET
 BE3272'NORTH OF THE CENTERLINE OF THE DIRT ROAD, AND 48.0 FEET SOUTHWEST
 BE3272'OF THE SOUTHWEST CORNER OF A FRAME BUILDING.
 BE3272'
 BE3272'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3260 ***********************************************************************
 BE3260  DESIGNATION -  BV 065 212
 BE3260  PID         -  BE3260
 BE3260  STATE/COUNTY-  GA/GRADY
 BE3260  USGS QUAD   -  WHIGHAM (1974)
 BE3260
 BE3260                         *CURRENT SURVEY CONTROL
 BE3260  ___________________________________________________________________
 BE3260* NAD 83(1994)-  30 57 40.30289(N)    084 16 28.15054(W)     ADJUSTED  
 BE3260* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 BE3260  ___________________________________________________________________
 BE3260  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BE3260  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3260
 BE3260  HORZ ORDER  -  SECOND
 BE3260
 BE3260.The horizontal coordinates were established by classical geodetic methods
 BE3260.and adjusted by the National Geodetic Survey in September 1997..
 BE3260
 BE3260.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3260
 BE3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3260
 BE3260.The geoid height was determined by GEOID03.
 BE3260
 BE3260;                    North         East     Units Scale Factor Converg.
 BE3260;SPC GA W     -   106,553.006   689,699.629   MT  0.99990131   -0 03 19.7
 BE3260;SPC GA W     -   349,582.65  2,262,789.53   sFT  0.99990131   -0 03 19.7
 BE3260;UTM  16      - 3,428,488.540   760,345.917   MT  1.00043617   +1 24 10.6
 BE3260
 BE3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3260!SPC GA W     -   0.99999027  x   0.99990131  =   0.99989158
 BE3260!UTM  16      -   0.99999027  x   1.00043617  =   1.00042644
 BE3260
 BE3260|---------------------------------------------------------------------|
 BE3260| PID    Reference Object                     Distance      Geod. Az  |
 BE3260|                                                           dddmmss.s |
 BE3260| BE3261 BV 065 212 GADT 1973 PTA             10.163 METERS 25559     |
 BE3260| BE3262 PONDER                              APPROX. 3.7 KM 3040237.0 |
 BE3260|---------------------------------------------------------------------|
 BE3260
 BE3260                          SUPERSEDED SURVEY CONTROL
 BE3260
 BE3260  NAD 83(1986)-  30 57 40.30993(N)    084 16 28.15581(W) AD(       ) 2
 BE3260  NAD 27      -  30 57 39.63070(N)    084 16 28.50036(W) AD(       ) 2
 BE3260  NGVD 29 (07/19/86)   89.7    (m)          294.     (f) VERT ANG       
 BE3260
 BE3260.Superseded values are not recommended for survey control.
 BE3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3260.See file dsdata.txt to determine how the superseded data were derived.
 BE3260
 BE3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6034628489(NAD 83)
 BE3260_MARKER: DD = SURVEY DISK
 BE3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3260
 BE3260  HISTORY     - Date     Condition        Report By
 BE3260  HISTORY     - 1973     MONUMENTED       GADT
 BE3260
 BE3260                          STATION DESCRIPTION
 BE3260
 BE3260'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3260'THE STATION IS ABOUT 5.7 MILES NORTH AND 3.8 MILES WEST OF CAIRO,
 BE3260'7.7 MILES SOUTH AND 10.7 MILES WEST OF MEIGS, 11.5 MILES SOUTH
 BE3260'AND 7.0 MILES WEST OF PELHAM.
 BE3260'
 BE3260'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 112
 BE3260'IN CAIRO PROCEED NORTH ON GA. 112 FOR 6.15 MILES TO THE INTERSECTION
 BE3260'OF GA. 112 AND COUNTY DIRT ROAD NO. 46, TURN LEFT AND PROCEED ON
 BE3260'COUNTY DIRT ROAD NO. 46 FOR 1.35 MILE TO THE INTERSECTION OF
 BE3260'COUNTY DIRT ROAD NO. 46 AND COUNTY DIRT ROAD 47, TURN LEFT AND
 BE3260'PROCEED SOUTH FOR 1.20 MILES TO THE STATION ON THE LEFT.  TO
 BE3260'REACH THE AZIMUTH MARK PROCEED SOUTH ON COUNTY DIRT ROAD NO. 47
 BE3260'FOR 0.10 MILE TO THE INTERSECTION OF COUNTY DIRT ROAD NO. 47
 BE3260'AND COUNTY DIRT ROAD NO. 10, TURN RIGHT AND PROCEED WEST ON
 BE3260'COUNTY DIRT ROAD NO. 10 FOR 0.10 MILE TO THE AZIMUTH MARK ON
 BE3260'THE LEFT.
 BE3260'
 BE3260'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3260'OF TRANSPORTATION, STAMPED 065-212.  THE SURFACE DISK IS SET IN
 BE3260'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3260'WITH THE GROUND.  IT IS 1.5 FEET WEST OF A FENCE, 16.0 FEET EAST
 BE3260'OF THE CENTERLINE OF THE DIRT ROAD, 4.4 FEET NORTH OF A WITNESS
 BE3260'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3260'CONCRETE 1.25 FEET BELOW THE SURFACE DISK.
 BE3260'
 BE3260'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3260'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3260'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3260'GROUND.  IT IS 7.4 FEET NORTH OF A FENCE, 18.9 FEET SOUTH OF
 BE3260'THE CENTERLINE OF THE DIRT ROAD, AND 105.0 FEET NORTHEAST OF A
 BE3260'FENCE CORNER.
 BE3260'
 BE3260'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3267 ***********************************************************************
 BE3267  DESIGNATION -  BV 065 213
 BE3267  PID         -  BE3267
 BE3267  STATE/COUNTY-  GA/GRADY
 BE3267  USGS QUAD   -  WHIGHAM (1974)
 BE3267
 BE3267                         *CURRENT SURVEY CONTROL
 BE3267  ___________________________________________________________________
 BE3267* NAD 83(1994)-  30 53 49.67395(N)    084 16 35.36648(W)     ADJUSTED  
 BE3267* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 BE3267  ___________________________________________________________________
 BE3267  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BE3267  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BE3267
 BE3267  HORZ ORDER  -  SECOND
 BE3267
 BE3267.The horizontal coordinates were established by classical geodetic methods
 BE3267.and adjusted by the National Geodetic Survey in September 1997..
 BE3267
 BE3267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3267
 BE3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3267
 BE3267.The geoid height was determined by GEOID03.
 BE3267
 BE3267;                    North         East     Units Scale Factor Converg.
 BE3267;SPC GA W     -    99,451.279   689,501.142   MT  0.99990136   -0 03 23.0
 BE3267;SPC GA W     -   326,283.07  2,262,138.33   sFT  0.99990136   -0 03 23.0
 BE3267;UTM  16      - 3,421,380.263   760,328.066   MT  1.00043606   +1 23 57.5
 BE3267
 BE3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3267!SPC GA W     -   0.99999159  x   0.99990136  =   0.99989296
 BE3267!UTM  16      -   0.99999159  x   1.00043606  =   1.00042765
 BE3267
 BE3267:                Primary Azimuth Mark                     Grid Az
 BE3267:SPC GA W     -  BV 065 213 AZ MK                         024 37 34.8
 BE3267:UTM  16      -  BV 065 213 AZ MK                         023 10 14.3
 BE3267
 BE3267|---------------------------------------------------------------------|
 BE3267| PID    Reference Object                     Distance      Geod. Az  |
 BE3267|                                                           dddmmss.s |
 BE3267| CW1911 BV 065 213 AZ MK                                   0243411.8 |
 BE3267| BE3213 CAIRO RAD STA WGRA MAST             APPROX. 4.6 KM 0825441.7 |
 BE3267| BE3271 BV 065 213 GADT 1973 PTA              7.043 METERS 23100     |
 BE3267|---------------------------------------------------------------------|
 BE3267
 BE3267                          SUPERSEDED SURVEY CONTROL
 BE3267
 BE3267  NAD 83(1986)-  30 53 49.68124(N)    084 16 35.37169(W) AD(       ) 2
 BE3267  NAD 27      -  30 53 48.99584(N)    084 16 35.71843(W) AD(       ) 2
 BE3267  NGVD 29 (07/19/86)   81.3    (m)          267.     (f) VERT ANG       
 BE3267
 BE3267.Superseded values are not recommended for survey control.
 BE3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3267.See file dsdata.txt to determine how the superseded data were derived.
 BE3267
 BE3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6032821380(NAD 83)
 BE3267_MARKER: DD = SURVEY DISK
 BE3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3267
 BE3267  HISTORY     - Date     Condition        Report By
 BE3267  HISTORY     - 1973     MONUMENTED       GADT
 BE3267
 BE3267                          STATION DESCRIPTION
 BE3267
 BE3267'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3267'THE STATION IS ABOUT 0.9 MILE NORTH AND 2.8 MILES EAST OF WHIGHAM,
 BE3267'1.3 MILES NORTH AND 4.0 FEET WEST OF CAIRO, 8.5 MILES NORTH AND
 BE3267'1.0 MILE EAST OF RENO.
 BE3267'
 BE3267'TO REACH THE STATION FROM THE INTERSECTION OF GA. 112 AND U.S. 84
 BE3267'IN CAIRO PROCEED WEST ON U.S. 84 FOR 3.40 MILES TO THE INTERSECTION
 BE3267'OF A PRIVATE DRIVE ON THE LEFT, BEYOND THE MONORIAL GARDEN ON THE
 BE3267'RIGHT, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A PRIVATE DRIVE,
 BE3267'TURN LEFT TO THE STATION BESIDE THE FENCE.  TO REACH THE AZIMUTH
 BE3267'MARK PROCEED WEST TO END OF DRIVE, TURN RIGHT AND PROCEED NORTH
 BE3267'TO THE INTERSECTION OF PRIVATE DRIVE AND U.S. 84, TURN RIGHT
 BE3267'AND PROCEED EAST FOR 0.20 MILE TO THE AZIMUTH MARK ON THE
 BE3267'RIGHT.
 BE3267'
 BE3267'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3267'OF TRANSPORTATION, STAMPED 065-213.  THE SURFACE DISK IS SET IN
 BE3267'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3267'WITH THE GROUND.  IT IS 105.0 FEET SOUTHEAST OF THE SOUTHEAST
 BE3267'CORNER OF A BRICK HOUSE, 27.0 FEET NORTHEAST OF A 16-INCH PECAN
 BE3267'TREE, 2.5 FEET SOUTHWEST OF A WITNESS POST, AND 2.0 FEET WEST OF
 BE3267'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3267'CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3267'
 BE3267'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3267'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3267'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3267'IS 45.1 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 107.5
 BE3267'FEET SOUTH OF A CHAINLINK FENCE, AND 5.2 FEET NORTH OF A FENCE.
 BE3267'
 BE3267'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3276 ***********************************************************************
 BE3276  DESIGNATION -  BV 065 214
 BE3276  PID         -  BE3276
 BE3276  STATE/COUNTY-  GA/GRADY
 BE3276  USGS QUAD   -  RENO (1974)
 BE3276
 BE3276                         *CURRENT SURVEY CONTROL
 BE3276  ___________________________________________________________________
 BE3276* NAD 83(1994)-  30 51 46.27461(N)    084 16 16.75138(W)     ADJUSTED  
 BE3276* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 BE3276  ___________________________________________________________________
 BE3276  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BE3276  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE3276
 BE3276  HORZ ORDER  -  SECOND
 BE3276
 BE3276.The horizontal coordinates were established by classical geodetic methods
 BE3276.and adjusted by the National Geodetic Survey in September 1997..
 BE3276
 BE3276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3276
 BE3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3276
 BE3276.The geoid height was determined by GEOID03.
 BE3276
 BE3276;                    North         East     Units Scale Factor Converg.
 BE3276;SPC GA W     -    95,650.913   689,991.900   MT  0.99990124   -0 03 13.3
 BE3276;SPC GA W     -   313,814.70  2,263,748.43   sFT  0.99990124   -0 03 13.3
 BE3276;UTM  16      - 3,417,591.550   760,915.477   MT  1.00043985   +1 24 02.0
 BE3276
 BE3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3276!SPC GA W     -   0.99999244  x   0.99990124  =   0.99989368
 BE3276!UTM  16      -   0.99999244  x   1.00043985  =   1.00043229
 BE3276
 BE3276:                Primary Azimuth Mark                     Grid Az
 BE3276:SPC GA W     -  CAIRO RAD STA WGRA MAST                  042 59 41.1
 BE3276:UTM  16      -  CAIRO RAD STA WGRA MAST                  041 32 25.8
 BE3276
 BE3276|---------------------------------------------------------------------|
 BE3276| PID    Reference Object                     Distance      Geod. Az  |
 BE3276|                                                           dddmmss.s |
 BE3276| BE3213 CAIRO RAD STA WGRA MAST             APPROX. 6.0 KM 0425627.8 |
 BE3276| CW1912 BV 065 214 AZ MK                                   2530312.0 |
 BE3276| BE3277 BV 065 214 GADT 1973 PTA             19.195 METERS 26813     |
 BE3276|---------------------------------------------------------------------|
 BE3276
 BE3276                          SUPERSEDED SURVEY CONTROL
 BE3276
 BE3276  NAD 83(1986)-  30 51 46.28191(N)    084 16 16.75660(W) AD(       ) 2
 BE3276  NAD 27      -  30 51 45.59280(N)    084 16 17.10446(W) AD(       ) 2
 BE3276  NGVD 29 (07/19/86)   75.9    (m)          249.     (f) VERT ANG       
 BE3276
 BE3276.Superseded values are not recommended for survey control.
 BE3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3276.See file dsdata.txt to determine how the superseded data were derived.
 BE3276
 BE3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6091517592(NAD 83)
 BE3276_MARKER: DD = SURVEY DISK
 BE3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3276
 BE3276  HISTORY     - Date     Condition        Report By
 BE3276  HISTORY     - 1973     MONUMENTED       GADT
 BE3276
 BE3276                          STATION DESCRIPTION
 BE3276
 BE3276'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3276'THE STATION IS ABOUT 0.9 MILE SOUTH AND 3.7 MILES EAST OF CAIRO,
 BE3276'0.9 MILE SOUTH AND 9.6 MILES EAST OF CLIMAX, 1.0 MILE NORTH AND
 BE3276'10.0 MILES WEST OF PINE PARK.
 BE3276'
 BE3276'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 179
 BE3276'IN WHIGHAM PROCEED SOUTH ON GA. 179 FOR 1.80 MILES TO THE
 BE3276'INTERSECTION OF GA. 179 AND COUNTY PAVED ROAD NO. 74, TURN LEFT
 BE3276'AND PROCEED EAST ON COUNTY PAVED ROAD NO. 74 FOR 2.55 MILES TO THE
 BE3276'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST
 BE3276'FROM THE STATION FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3276'
 BE3276'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3276'OF TRANSPORTATION, STAMPED 065-214.  THE SURFACE DISK IS SET IN
 BE3276'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3276'WITH THE GROUND.  IT IS 41.0 FEET SOUTH OF THE CENTERLINE OF THE
 BE3276'PAVED ROAD, 4.4 FEET NORTH OF A WITNESS POST, 28.0 FEET WEST OF
 BE3276'THE CENTERLINE OF THE DIRT ROAD.  THE UNDERGROUND DISK IS SET IN
 BE3276'AN IRREGULAR MASS OF CONCRETE 2.10 FEET BELOW THE SURFACE DISK.
 BE3276'
 BE3276'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3276'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3276'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3276'GROUND.  IT IS 46.6 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED
 BE3276'ROAD, 422.4 FEET SOUTHEAST OF A POWER POLE, AND 108.8 FEET SOUTH
 BE3276'OF A CONCRETE PIPE.
 BE3276'
 BE3276'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3198 ***********************************************************************
 BE3198  DESIGNATION -  BV 065 215
 BE3198  PID         -  BE3198
 BE3198  STATE/COUNTY-  GA/GRADY
 BE3198  USGS QUAD   -  CAIRO SOUTH (1974)
 BE3198
 BE3198                         *CURRENT SURVEY CONTROL
 BE3198  ___________________________________________________________________
 BE3198* NAD 83(1994)-  30 49 55.24149(N)    084 08 12.79932(W)     ADJUSTED  
 BE3198* NAVD 88     -        66.9    (meters)     219.     (feet)  VERTCON   
 BE3198  ___________________________________________________________________
 BE3198  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BE3198  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3198
 BE3198  HORZ ORDER  -  SECOND
 BE3198
 BE3198.The horizontal coordinates were established by classical geodetic methods
 BE3198.and adjusted by the National Geodetic Survey in September 1997..
 BE3198
 BE3198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3198
 BE3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3198
 BE3198.The geoid height was determined by GEOID03.
 BE3198
 BE3198;                    North         East     Units Scale Factor Converg.
 BE3198;SPC GA W     -    92,227.531   702,848.611   MT  0.99990010   +0 00 54.9
 BE3198;SPC GA W     -   302,583.16  2,305,929.15   sFT  0.99990010   +0 00 54.9
 BE3198;UTM  16      - 3,414,493.622   773,862.426   MT  1.00052528   +1 28 06.0
 BE3198
 BE3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3198!SPC GA W     -   0.99999384  x   0.99990010  =   0.99989394
 BE3198!UTM  16      -   0.99999384  x   1.00052528  =   1.00051911
 BE3198
 BE3198|---------------------------------------------------------------------|
 BE3198| PID    Reference Object                     Distance      Geod. Az  |
 BE3198|                                                           dddmmss.s |
 BE3198| BE3201 BV 065 215 GADT 1973 PTA             17.222 METERS 04852     |
 BE3198| BE3204 BV 065 215 2                        107.080 METERS 18033     |
 BE3198| CW1914 BV 065 215 AZ MK                                   2730529.8 |
 BE3198|---------------------------------------------------------------------|
 BE3198
 BE3198                          SUPERSEDED SURVEY CONTROL
 BE3198
 BE3198  NAD 83(1986)-  30 49 55.24873(N)    084 08 12.80463(W) AD(       ) 2
 BE3198  NAD 27      -  30 49 54.55622(N)    084 08 13.17082(W) AD(       ) 2
 BE3198  NGVD 29 (07/19/86)   67.0    (m)          220.     (f) VERT ANG       
 BE3198
 BE3198.Superseded values are not recommended for survey control.
 BE3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3198.See file dsdata.txt to determine how the superseded data were derived.
 BE3198
 BE3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7386214494(NAD 83)
 BE3198_MARKER: DD = SURVEY DISK
 BE3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3198
 BE3198  HISTORY     - Date     Condition        Report By
 BE3198  HISTORY     - 1973     MONUMENTED       GADT
 BE3198
 BE3198                          STATION DESCRIPTION
 BE3198
 BE3198'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3198'THE STATION IS ABOUT 1.2 MILE SOUTH AND 2.3 MILES WEST OF PINE
 BE3198'PARK, 3.3 MILES SOUTH AND 4.0 MILES EAST OF CAIRO, 9.4 MILES WEST
 BE3198'OF THOMASVILLE.
 BE3198'
 BE3198'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND U.S. 84
 BE3198'IN CAIRO PROCEED EAST ON U.S. 84 FOR 4.00 MILES TO THE INTERSECTION
 BE3198'OF U.S. 84 AND COUNTY PAVED ROAD NO. 123, TURN RIGHT AND PROCEED
 BE3198'SOUTH ON COUNTY PAVED ROAD NO. 123 FOR 2.70 MILES TO THE
 BE3198'INTERSECTION OF COUNTY DIRT ROAD, TURN LEFT AND PROCEED EAST ON
 BE3198'COUNTY DIRT ROAD FOR 0.70 MILE TO THE STATION ON THE RIGHT.  TO
 BE3198'REACH AZIMUTH MARK PROCEED WEST FROM THE STATION ON COUNTY DIRT
 BE3198'ROAD FOR 0.20 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3198'
 BE3198'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3198'OF TRANSPORTATION, STAMPED 065-215.  THE SURFACE DISK IS SET IN
 BE3198'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3198'WITH THE GROUND.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE OF THE
 BE3198'DIRT ROAD, 4.6 FEET EAST OF A WITNESS POST, 5.4 FEET NORTH OF A
 BE3198'FENCE, 7.0 FEET NORTHWEST OF A FENCE CORNER.  THE UNDERGROUND
 BE3198'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.60 FEET BELOW
 BE3198'THE SURFACE DISK.
 BE3198'
 BE3198'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3198'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3198'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3198'GROUND.  IT IS 18.0 FEET NORTH OF THE CENTERLINE OF THE DIRT
 BE3198'ROAD, 93.0 FEET EAST OF A POWER POLE, AND 17.6 FEET SOUTH OF A
 BE3198'26-INCH OAK.
 BE3198'
 BE3198'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3204 ***********************************************************************
 BE3204  DESIGNATION -  BV 065 215 2
 BE3204  PID         -  BE3204
 BE3204  STATE/COUNTY-  GA/GRADY
 BE3204  USGS QUAD   -  CAIRO SOUTH (1974)
 BE3204
 BE3204                         *CURRENT SURVEY CONTROL
 BE3204  ___________________________________________________________________
 BE3204* NAD 83(1994)-  30 49 51.76462(N)    084 08 12.83778(W)     ADJUSTED  
 BE3204* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 BE3204  ___________________________________________________________________
 BE3204  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BE3204  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3204
 BE3204  HORZ ORDER  -  SECOND
 BE3204
 BE3204.The horizontal coordinates were established by classical geodetic methods
 BE3204.and adjusted by the National Geodetic Survey in September 1997..
 BE3204.No horizontal observational check was made to the station.
 BE3204
 BE3204.The orthometric height was scaled from a topographic map.
 BE3204
 BE3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3204
 BE3204.The geoid height was determined by GEOID03.
 BE3204
 BE3204;                    North         East     Units Scale Factor Converg.
 BE3204;SPC GA W     -    92,120.467   702,847.618   MT  0.99990010   +0 00 54.9
 BE3204;SPC GA W     -   302,231.90  2,305,925.89   sFT  0.99990010   +0 00 54.9
 BE3204;UTM  16      - 3,414,386.500   773,864.149   MT  1.00052530   +1 28 05.8
 BE3204
 BE3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3204!SPC GA W     -   0.99999384  x   0.99990010  =   0.99989394
 BE3204!UTM  16      -   0.99999384  x   1.00052530  =   1.00051913
 BE3204
 BE3204|---------------------------------------------------------------------|
 BE3204| PID    Reference Object                     Distance      Geod. Az  |
 BE3204|                                                           dddmmss.s |
 BE3204| BE3198 BV 065 215                          107.080 METERS 00033     |
 BE3204| CW1914 BV 065 215 AZ MK                                   2792903.2 |
 BE3204| CW1913 BV 065 215 2 AZ MK                                 2792903.2 |
 BE3204|---------------------------------------------------------------------|
 BE3204
 BE3204                          SUPERSEDED SURVEY CONTROL
 BE3204
 BE3204  NAD 83(1986)-  30 49 51.77186(N)    084 08 12.84308(W) AD(       ) 2
 BE3204  NAD 27      -  30 49 51.07925(N)    084 08 13.20928(W) AD(       ) 2
 BE3204
 BE3204.Superseded values are not recommended for survey control.
 BE3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3204.See file dsdata.txt to determine how the superseded data were derived.
 BE3204
 BE3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7386414387(NAD 83)
 BE3204_MARKER: DD = SURVEY DISK
 BE3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3204
 BE3204  HISTORY     - Date     Condition        Report By
 BE3204  HISTORY     - 1975     MONUMENTED       GADT
 BE3204
 BE3204                          STATION DESCRIPTION
 BE3204
 BE3204'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (RS)
 BE3204'THE STATION IS ABOUT 1.2 MILES SOUTH AND 2.3 MILES WEST OF PINE PARK,
 BE3204'3.3 MILES SOUTH AND 4.0 MILES EAST OF CAIRO, 9.4 MILES WEST OF
 BE3204'THOMASVILLE.
 BE3204'
 BE3204'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND U.S. 84 IN
 BE3204'CAIRO, PROCEED EAST ON U.S. 84 FOR 4.00 MILES TO THE INTERSECTION
 BE3204'OF U.S. 84 AND COUNTY PAVED ROAD NO. 123, TURN RIGHT AND PROCEED
 BE3204'ON COUNTY PAVED ROAD NO. 123 FOR 2.70 MILES TO THE INTERSECTION OF
 BE3204'A COUNTY PAVED ROAD, TURN LEFT AND PROCEED EAST ON COUNTY PAVED
 BE3204'ROAD FOR 0.70 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 BE3204'AZIMUTH MARK PROCEED WEST FROM THE STATION ON COUNTY PAVED ROAD
 BE3204'FOR 0.20 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BE3204'
 BE3204'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BE3204'TRANSPORTATION, STAMPED 065-215-2.  THE SURFACE DISK IS SET IN THE
 BE3204'TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3204'THE GROUND.  IT IS 129 FEET SOUTH OF THE CENTERLINE OF COUNTY
 BE3204'PAVED ROAD, 1.5 FEET EAST OF A FENCE, 79 FEET SOUTHEAST OF A 40
 BE3204'INCH OAK TREE, 39 FEET NORTH OF A 36 INCH PECAN TREE, AND 56 FEET
 BE3204'NORTHWEST OF THE WEST END OF A BRICK HOUSE.  (NO UNDERGROUND DISK
 BE3204'SET).
 BE3204'
 BE3204'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3204'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10 INCH
 BE3204'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BE3204'51 FEET NORTH OF CENTERLINE OF COUNTY PAVED ROAD, 15.5 FEET
 BE3204'NORTHWEST OF A POWER POLE, 116 FEET EAST OF COUNTY PAVED ROAD,
 BE3204'AND 2 FEET SOUTH OF A WITNESS POST.
 BE3204'
 BE3204'NEAREST TOWN--PINE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3209 ***********************************************************************
 BE3209  DESIGNATION -  BV 065 216
 BE3209  PID         -  BE3209
 BE3209  STATE/COUNTY-  GA/GRADY
 BE3209  USGS QUAD   -  CAIRO NORTH (1974)
 BE3209
 BE3209                         *CURRENT SURVEY CONTROL
 BE3209  ___________________________________________________________________
 BE3209* NAD 83(1994)-  30 54 33.09582(N)    084 11 04.09609(W)     ADJUSTED  
 BE3209* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 BE3209  ___________________________________________________________________
 BE3209  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BE3209  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3209
 BE3209  HORZ ORDER  -  SECOND
 BE3209
 BE3209.The horizontal coordinates were established by classical geodetic methods
 BE3209.and adjusted by the National Geodetic Survey in September 1997..
 BE3209
 BE3209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3209
 BE3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3209
 BE3209.The geoid height was determined by GEOID03.
 BE3209
 BE3209;                    North         East     Units Scale Factor Converg.
 BE3209;SPC GA W     -   100,783.361   698,298.158   MT  0.99990004   -0 00 32.9
 BE3209;SPC GA W     -   330,653.41  2,290,999.87   sFT  0.99990004   -0 00 32.9
 BE3209;UTM  16      - 3,422,936.316   769,093.336   MT  1.00049332   +1 26 49.7
 BE3209
 BE3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3209!SPC GA W     -   0.99998977  x   0.99990004  =   0.99988981
 BE3209!UTM  16      -   0.99998977  x   1.00049332  =   1.00048308
 BE3209
 BE3209:                Primary Azimuth Mark                     Grid Az
 BE3209:SPC GA W     -  BV 065 216 AZ MK                         010 11 24.9
 BE3209:UTM  16      -  BV 065 216 AZ MK                         008 44 02.3
 BE3209
 BE3209|---------------------------------------------------------------------|
 BE3209| PID    Reference Object                     Distance      Geod. Az  |
 BE3209|                                                           dddmmss.s |
 BE3209| CW1915 BV 065 216 AZ MK                                   0101052.0 |
 BE3209| BE3208 BV 065 216 GADT 1973 PTA             10.025 METERS 02255     |
 BE3209| BE3211 CAIRO S MUN TANK                    APPROX. 4.3 KM 2155137.3 |
 BE3209| BE3214 CAIRO N MUN TANK                    APPROX. 2.4 KM 2380320.7 |
 BE3209| BE3213 CAIRO RAD STA WGRA MAST             APPROX. 4.3 KM 2594150.8 |
 BE3209|---------------------------------------------------------------------|
 BE3209
 BE3209                          SUPERSEDED SURVEY CONTROL
 BE3209
 BE3209  NAD 83(1986)-  30 54 33.10301(N)    084 11 04.10135(W) AD(       ) 2
 BE3209  NAD 27      -  30 54 32.41775(N)    084 11 04.45707(W) AD(       ) 2
 BE3209  NGVD 29 (07/19/86)   92.9    (m)          305.     (f) VERT ANG       
 BE3209
 BE3209.Superseded values are not recommended for survey control.
 BE3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3209.See file dsdata.txt to determine how the superseded data were derived.
 BE3209
 BE3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6909322936(NAD 83)
 BE3209_MARKER: DD = SURVEY DISK
 BE3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3209
 BE3209  HISTORY     - Date     Condition        Report By
 BE3209  HISTORY     - 1973     MONUMENTED       GADT
 BE3209
 BE3209                          STATION DESCRIPTION
 BE3209
 BE3209'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3209'THE STATION IS ABOUT 2.0 MILES NORTH AND 1.4 MILES EAST OF CAIRO,
 BE3209'3.9 MILES NORTH AND 4.9 MILES WEST OF PINE PARK, 4.4 MILES SOUTH
 BE3209'AND 7.8 MILES WEST OF OCHLOCKNEE.
 BE3209'
 BE3209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 188
 BE3209'IN CAIRO PROCEED NORTH ON GA. 188 FOR 1.25 MILE TO THE INTERSECTION
 BE3209'OF GA. 188 AND COUNTY PAVED ROAD NO. 131, TURN LEFT ON COUNTY
 BE3209'PAVED ROAD NO. 131 AND PROCEED NORTH FOR 0.85 MILE TO THE STATION
 BE3209'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH FROM THE
 BE3209'STATION FOR 0.25 MILE ON COUNTY PAVED ROAD NO. 131 TO THE
 BE3209'AZIMUTH MARK ON THE LEFT.
 BE3209'
 BE3209'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3209'OF TRANSPORTATION, STAMPED 065-216.  THE SURFACE DISK IS SET IN
 BE3209'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3209'WITH THE GROUND.  IT IS 2.3 FEET WEST OF A WITNESS POST, 35.0
 BE3209'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 9.8 FEET SOUTHWEST
 BE3209'OF A TELEGRAPH POLE.  THE UNDERGROUND DISK IS SET IN AN
 BE3209'IRREGULAR MASS OF CONCRETE 1.95 FEET BELOW THE SURFACE DISK.
 BE3209'
 BE3209'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3209'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3209'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3209'IS 7.2 FEET SOUTH OF A POWER POLE, 4.2 FEET EAST OF A FENCE, 40.0
 BE3209'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.
 BE3209'
 BE3209'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3231 ***********************************************************************
 BE3231  DESIGNATION -  BV 065 217
 BE3231  PID         -  BE3231
 BE3231  STATE/COUNTY-  GA/GRADY
 BE3231  USGS QUAD   -  BEACHTON (1994)
 BE3231
 BE3231                         *CURRENT SURVEY CONTROL
 BE3231  ___________________________________________________________________
 BE3231* NAD 83(1994)-  30 42 39.54384(N)    084 07 31.51817(W)     ADJUSTED  
 BE3231* NAVD 88     -        71.4    (meters)     234.     (feet)  VERTCON   
 BE3231  ___________________________________________________________________
 BE3231  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BE3231  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE3231
 BE3231  HORZ ORDER  -  SECOND
 BE3231
 BE3231.The horizontal coordinates were established by classical geodetic methods
 BE3231.and adjusted by the National Geodetic Survey in September 1997..
 BE3231
 BE3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3231
 BE3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3231
 BE3231.The geoid height was determined by GEOID03.
 BE3231
 BE3231;                    North         East     Units Scale Factor Converg.
 BE3231;SPC GA W     -    78,811.482   703,950.504   MT  0.99990019   +0 01 15.8
 BE3231;SPC GA W     -   258,567.34  2,309,544.28   sFT  0.99990019   +0 01 15.8
 BE3231;UTM  16      - 3,401,101.331   775,304.478   MT  1.00053508   +1 28 08.4
 BE3231
 BE3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3231!SPC GA W     -   0.99999313  x   0.99990019  =   0.99989332
 BE3231!UTM  16      -   0.99999313  x   1.00053508  =   1.00052820
 BE3231
 BE3231|---------------------------------------------------------------------|
 BE3231| PID    Reference Object                     Distance      Geod. Az  |
 BE3231|                                                           dddmmss.s |
 BE3231| BE3230 BV 065 217 GADT 1973 PTA             17.281 METERS 04550     |
 BE3231| BE3218 FIRMAN                              APPROX. 3.7 KM 0940117.9 |
 BE3231|---------------------------------------------------------------------|
 BE3231
 BE3231                          SUPERSEDED SURVEY CONTROL
 BE3231
 BE3231  NAD 83(1986)-  30 42 39.55111(N)    084 07 31.52318(W) AD(       ) 2
 BE3231  NAD 27      -  30 42 38.84827(N)    084 07 31.89676(W) AD(       ) 2
 BE3231  NGVD 29 (07/19/86)   71.6    (m)          235.     (f) VERT ANG       
 BE3231
 BE3231.Superseded values are not recommended for survey control.
 BE3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3231.See file dsdata.txt to determine how the superseded data were derived.
 BE3231
 BE3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7530401101(NAD 83)
 BE3231_MARKER: DD = SURVEY DISK
 BE3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3231
 BE3231  HISTORY     - Date     Condition        Report By
 BE3231  HISTORY     - 1973     MONUMENTED       GADT
 BE3231
 BE3231                          STATION DESCRIPTION
 BE3231
 BE3231'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3231'THE STATION IS LOCATED ABOUT 9.4 MILES SOUTH AND 1.6 MILE WEST OF
 BE3231'PINE PARK, 0.8 MILE NORTH AND 8.1 MILES WEST OF METCALF, 4.3 MILES
 BE3231'SOUTH AND 9.8 MILES EAST OF RENO.
 BE3231'
 BE3231'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND FOURTH
 BE3231'AVENUE IN CAIRO, PROCEED SOUTH ON GA. 93 FOR 12.3 MILES TO U.S. 319,
 BE3231'TURN RIGHT AND PROCEED SOUTH ON U.S. 319 FOR 0.15 MILE TO DIRT
 BE3231'COUNTY ROAD NO. 89, TURN LEFT ON DIRT COUNTY ROAD NO. 89 AND
 BE3231'PROCEED EAST FOR 0.9 MILE TO THE STATION ON THE LEFT.  TO REACH
 BE3231'THE AZIMUTH MARK PROCEED EAST ON DIRT COUNTY ROAD NO. 89 FROM
 BE3231'THE STATION FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3231'
 BE3231'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3231'OF TRANSPORTATION, STAMPED 065-217.  THE SURFACE DISK IS SET IN
 BE3231'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3231'WITH THE GROUND.  IT IS 3.7 FEET EAST OF THE WITNESS POST, 19.3
 BE3231'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 5.6 FEET NORTH OF
 BE3231'THE TELEPHONE PEDESTAL.  THE UNDERGROUND DISK IS SET IN AN
 BE3231'IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE DISK.
 BE3231'
 BE3231'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3231'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3231'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3231'IS 14.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 3.0 FEET
 BE3231'NORTH OF THE FENCE, 197.0 FEET SOUTHEAST OF THE POINT OF
 BE3231'INTERSECT OF THE COUNTY ROADS.
 BE3231'
 BE3231'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3288 ***********************************************************************
 BE3288  DESIGNATION -  BV 065 218
 BE3288  PID         -  BE3288
 BE3288  STATE/COUNTY-  GA/GRADY
 BE3288  USGS QUAD   -  RENO (1974)
 BE3288
 BE3288                         *CURRENT SURVEY CONTROL
 BE3288  ___________________________________________________________________
 BE3288* NAD 83(1994)-  30 51 37.95680(N)    084 20 57.48628(W)     ADJUSTED  
 BE3288* NAVD 88     -        96.9    (meters)     318.     (feet)  VERTCON   
 BE3288  ___________________________________________________________________
 BE3288  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BE3288  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3288
 BE3288  HORZ ORDER  -  SECOND
 BE3288
 BE3288.The horizontal coordinates were established by classical geodetic methods
 BE3288.and adjusted by the National Geodetic Survey in September 1997..
 BE3288
 BE3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3288
 BE3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3288
 BE3288.The geoid height was determined by GEOID03.
 BE3288
 BE3288;                    North         East     Units Scale Factor Converg.
 BE3288;SPC GA W     -    95,404.370   682,533.972   MT  0.99990376   -0 05 37.3
 BE3288;SPC GA W     -   313,005.84  2,239,280.21   sFT  0.99990376   -0 05 37.3
 BE3288;UTM  16      - 3,417,155.601   753,462.381   MT  1.00039255   +1 21 37.4
 BE3288
 BE3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3288!SPC GA W     -   0.99998913  x   0.99990376  =   0.99989290
 BE3288!UTM  16      -   0.99998913  x   1.00039255  =   1.00038168
 BE3288
 BE3288:                Primary Azimuth Mark                     Grid Az
 BE3288:SPC GA W     -  BV 065 218 AZ MK                         023 04 52.2
 BE3288:UTM  16      -  BV 065 218 AZ MK                         021 37 37.5
 BE3288
 BE3288|---------------------------------------------------------------------|
 BE3288| PID    Reference Object                     Distance      Geod. Az  |
 BE3288|                                                           dddmmss.s |
 BE3288| CW1917 BV 065 218 AZ MK                                   0225914.9 |
 BE3288| BE3291 BV 065 218 GADT 1973 PTA              8.268 METERS 17816     |
 BE3288|---------------------------------------------------------------------|
 BE3288
 BE3288                          SUPERSEDED SURVEY CONTROL
 BE3288
 BE3288  NAD 83(1986)-  30 51 37.96420(N)    084 20 57.49154(W) AD(       ) 2
 BE3288  NAD 27      -  30 51 37.27715(N)    084 20 57.82747(W) AD(       ) 2
 BE3288  NGVD 29 (07/19/86)   97.0    (m)          318.     (f) VERT ANG       
 BE3288
 BE3288.Superseded values are not recommended for survey control.
 BE3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3288.See file dsdata.txt to determine how the superseded data were derived.
 BE3288
 BE3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5346217156(NAD 83)
 BE3288_MARKER: DD = SURVEY DISK
 BE3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3288
 BE3288  HISTORY     - Date     Condition        Report By
 BE3288  HISTORY     - 1973     MONUMENTED       GADT
 BE3288
 BE3288                          STATION DESCRIPTION
 BE3288
 BE3288'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3288'THE STATION IS ABOUT 1.6 MILE SOUTH AND 1.5 MILE WEST OF WHIGHAM,
 BE3288'5.9 MILES NORTH AND 3.3 MILES WEST OF RENO, 1.0 MILE SOUTH AND
 BE3288'8.3 MILES WEST OF CAIRO.
 BE3288'
 BE3288'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND COUNTY
 BE3288'PAVED ROAD NO. 94 IN WHIGHAM PROCEED SOUTH ON COUNTY ROAD NO. 94
 BE3288'FOR 2.00 MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BE3288'MARK PROCEED NORTH FROM THE STATION ON COUNTY PAVED ROAD NO. 94
 BE3288'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3288'
 BE3288'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3288'OF TRANSPORTATION, STAMPED 065-218.  THE SURFACE DISK IS SET IN
 BE3288'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3288'WITH THE GROUND.  IT IS 76.0 FEET NORTH OF THE CENTERLINE OF A
 BE3288'DIRT ROAD, 18.0 FEET WEST OF A CENTERLINE OF COUNTY ROAD NO. 94,
 BE3288'AND 4.5 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 BE3288'SET IN AN IRREGULAR MASS OF CONCRETE 2.16 FEET BELOW THE SURFACE
 BE3288'DISK.
 BE3288'
 BE3288'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3288'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BE3288'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3288'GROUND.  IT IS 57.6 FEET NORTHEAST OF A POWER POLE, 17.4 FEET
 BE3288'WEST OF THE CENTERLINE OF PAVED COUNTY ROAD NO. 94, AND 59.0 FEET
 BE3288'SOUTH OF A PRIVATE DRIVE.
 BE3288'
 BE3288'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3284 ***********************************************************************
 BE3284  DESIGNATION -  BV 065 219
 BE3284  PID         -  BE3284
 BE3284  STATE/COUNTY-  GA/GRADY
 BE3284  USGS QUAD   -  RENO (1974)
 BE3284
 BE3284                         *CURRENT SURVEY CONTROL
 BE3284  ___________________________________________________________________
 BE3284* NAD 83(1994)-  30 52 26.15996(N)    084 19 13.32078(W)     ADJUSTED  
 BE3284* NAVD 88     -        93.3    (meters)     306.     (feet)  VERTCON   
 BE3284  ___________________________________________________________________
 BE3284  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BE3284  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE3284
 BE3284  HORZ ORDER  -  SECOND
 BE3284
 BE3284.The horizontal coordinates were established by classical geodetic methods
 BE3284.and adjusted by the National Geodetic Survey in September 1997..
 BE3284
 BE3284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3284
 BE3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3284
 BE3284.The geoid height was determined by GEOID03.
 BE3284
 BE3284;                    North         East     Units Scale Factor Converg.
 BE3284;SPC GA W     -    96,884.544   685,303.160   MT  0.99990266   -0 04 43.9
 BE3284;SPC GA W     -   317,862.04  2,248,365.45   sFT  0.99990266   -0 04 43.9
 BE3284;UTM  16      - 3,418,706.355   756,194.468   MT  1.00040972   +1 22 32.9
 BE3284
 BE3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3284!SPC GA W     -   0.99998970  x   0.99990266  =   0.99989236
 BE3284!UTM  16      -   0.99998970  x   1.00040972  =   1.00039941
 BE3284
 BE3284|---------------------------------------------------------------------|
 BE3284| PID    Reference Object                     Distance      Geod. Az  |
 BE3284|                                                           dddmmss.s |
 BE3284| BE3285 BV 065 219 GADT 1973 PTA              8.220 METERS 04016     |
 BE3284| CW1918 BV 065 219 AZ MK                                   1190607.7 |
 BE3284|---------------------------------------------------------------------|
 BE3284
 BE3284                          SUPERSEDED SURVEY CONTROL
 BE3284
 BE3284  NAD 83(1986)-  30 52 26.16737(N)    084 19 13.32608(W) AD(       ) 2
 BE3284  NAD 27      -  30 52 25.48126(N)    084 19 13.66417(W) AD(       ) 2
 BE3284  NGVD 29 (07/19/86)   93.4    (m)          306.     (f) VERT ANG       
 BE3284
 BE3284.Superseded values are not recommended for survey control.
 BE3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3284.See file dsdata.txt to determine how the superseded data were derived.
 BE3284
 BE3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5619418706(NAD 83)
 BE3284_MARKER: DD = SURVEY DISK
 BE3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3284
 BE3284  HISTORY     - Date     Condition        Report By
 BE3284  HISTORY     - 1973     MONUMENTED       GADT
 BE3284
 BE3284                          STATION DESCRIPTION
 BE3284
 BE3284'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3284'THE STATION IS ABOUT 0.7 MILE SOUTH AND 0.2 MILE EAST OF WHIGHAM,
 BE3284'6.9 MILES NORTH AND 1.4 MILES WEST OF RENO, 0.3 MILE SOUTH AND
 BE3284'6.6 MILES WEST OF CAIRO.
 BE3284'
 BE3284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 BE3284'STATE HIGHWAY 179 IN WHIGHAM, GO SOUTH ON HIGHWAY 179 FOR 0.7 MILE
 BE3284'TO THE STATION ON THE RIGHT.
 BE3284'
 BE3284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 BE3284'HIGHWAY 179 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BE3284'
 BE3284'STATION MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3284'OF TRANSPORTATION, STAMPED 065-219, SET IN THE TOP OF A 10-INCH
 BE3284'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BE3284'IS 2.5 FEET EAST OF A FENCE CORNER, 46.7 FEET WEST OF THE CENTER
 BE3284'OF STATE HIGHWAY 179, 6.7 FEET NORTH OF A POWER LINE POLE AND
 BE3284'3.2 FEET NORTHEAST OF A WITNESS POST.  (NOTE--NO SUB-DISK.)
 BE3284'
 BE3284'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3284'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3284'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BE3284'GROUND.  IT IS 76.0 FEET EAST OF A FENCE, 35.5 FEET EAST OF THE
 BE3284'CENTER OF STATE HIGHWAY 179 AND 2.0 FEET WEST OF A FENCE.
 BE3284'
 BE3284'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3283 ***********************************************************************
 BE3283  DESIGNATION -  BV 065 220
 BE3283  PID         -  BE3283
 BE3283  STATE/COUNTY-  GA/GRADY
 BE3283  USGS QUAD   -  RENO (1974)
 BE3283
 BE3283                         *CURRENT SURVEY CONTROL
 BE3283  ___________________________________________________________________
 BE3283* NAD 83(1994)-  30 46 25.83381(N)    084 17 31.90080(W)     ADJUSTED  
 BE3283* NAVD 88     -        82.0    (meters)     269.     (feet)  VERTCON   
 BE3283  ___________________________________________________________________
 BE3283  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BE3283  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3283
 BE3283  HORZ ORDER  -  SECOND
 BE3283
 BE3283.The horizontal coordinates were established by classical geodetic methods
 BE3283.and adjusted by the National Geodetic Survey in September 1997..
 BE3283
 BE3283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3283
 BE3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3283
 BE3283.The geoid height was determined by GEOID03.
 BE3283
 BE3283;                    North         East     Units Scale Factor Converg.
 BE3283;SPC GA W     -    85,785.584   687,984.538   MT  0.99990178   -0 03 51.2
 BE3283;SPC GA W     -   281,448.20  2,257,162.61   sFT  0.99990178   -0 03 51.2
 BE3283;UTM  16      - 3,407,673.232   759,157.867   MT  1.00042858   +1 23 10.4
 BE3283
 BE3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3283!SPC GA W     -   0.99999148  x   0.99990178  =   0.99989326
 BE3283!UTM  16      -   0.99999148  x   1.00042858  =   1.00042005
 BE3283
 BE3283:                Primary Azimuth Mark                     Grid Az
 BE3283:SPC GA W     -  RENO                                     186 23 10.5
 BE3283:UTM  16      -  RENO                                     184 56 08.9
 BE3283
 BE3283|---------------------------------------------------------------------|
 BE3283| PID    Reference Object                     Distance      Geod. Az  |
 BE3283|                                                           dddmmss.s |
 BE3283| BE3281 RENO                                APPROX. 2.2 KM 1861919.3 |
 BE3283| BE3286 BV 065 220 GADT 1973 PTA             10.344 METERS 22931     |
 BE3283|---------------------------------------------------------------------|
 BE3283
 BE3283                          SUPERSEDED SURVEY CONTROL
 BE3283
 BE3283  NAD 83(1986)-  30 46 25.84149(N)    084 17 31.90609(W) AD(       ) 2
 BE3283  NAD 27      -  30 46 25.14694(N)    084 17 32.25150(W) AD(       ) 2
 BE3283  NGVD 29 (07/19/86)   82.1    (m)          269.     (f) VERT ANG       
 BE3283
 BE3283.Superseded values are not recommended for survey control.
 BE3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3283.See file dsdata.txt to determine how the superseded data were derived.
 BE3283
 BE3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5915807673(NAD 83)
 BE3283_MARKER: DD = SURVEY DISK
 BE3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3283
 BE3283  HISTORY     - Date     Condition        Report By
 BE3283  HISTORY     - 1973     MONUMENTED       GADT
 BE3283
 BE3283                          STATION DESCRIPTION
 BE3283
 BE3283'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3283'THE STATION IS ABOUT 5.0 MILES SOUTH AND 5.1 MILES WEST OF CAIRO,
 BE3283'4.8 MILES SOUTH AND 11.4 MILES WEST OF PINE PARK, 7.1 MILES SOUTH
 BE3283'AND 8.3 MILES EAST OF CLIMAX.
 BE3283'
 BE3283'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND PAVED
 BE3283'COUNTY ROAD NO. 238 IN RENO PROCEED SOUTH ON PAVED COUNTY ROAD
 BE3283'NO. 238 FOR 0.05 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 BE3283'AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 238 FROM THE
 BE3283'STATION FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3283'
 BE3283'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3283'OF TRANSPORTATION, STAMPED 065-220.  THE SURFACE DISK IS SET IN
 BE3283'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3283'WITH THE GROUND.  IT IS 32.0 FEET NORTH OF A PAVED ROAD, 19.8
 BE3283'FEET WEST OF A PAVED ROAD NO. 238, 38.0 FEET SOUTHEAST OF THE
 BE3283'EAST CORNER OF A BRICK BUILDING, AND 2.6 FEET NORTHEAST OF A
 BE3283'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3283'OF CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3283'
 BE3283'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3283'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3283'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3283'IS 53.0 FEET SOUTH OF THE CENTERLINE OF GA. 111, 57.6 FEET
 BE3283'SOUTHWEST OF THE POINT OF INTERSECTION OF GA. 111 AND PAVED ROAD
 BE3283'NO. 238, 52.0 FEET WEST OF THE CENTERLINE OF PAVED ROAD NO. 238.
 BE3283'
 BE3283'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3287 ***********************************************************************
 BE3287  DESIGNATION -  BV 065 221
 BE3287  PID         -  BE3287
 BE3287  STATE/COUNTY-  GA/GRADY
 BE3287  USGS QUAD   -  RENO (1974)
 BE3287
 BE3287                         *CURRENT SURVEY CONTROL
 BE3287  ___________________________________________________________________
 BE3287* NAD 83(1994)-  30 45 02.53052(N)    084 16 32.75100(W)     ADJUSTED  
 BE3287* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 BE3287  ___________________________________________________________________
 BE3287  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BE3287  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3287
 BE3287  HORZ ORDER  -  SECOND
 BE3287
 BE3287.The horizontal coordinates were established by classical geodetic methods
 BE3287.and adjusted by the National Geodetic Survey in September 1997..
 BE3287
 BE3287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3287
 BE3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3287
 BE3287.The geoid height was determined by GEOID03.
 BE3287
 BE3287;                    North         East     Units Scale Factor Converg.
 BE3287;SPC GA W     -    83,218.788   689,554.758   MT  0.99990135   -0 03 20.8
 BE3287;SPC GA W     -   273,026.97  2,262,314.24   sFT  0.99990135   -0 03 20.8
 BE3287;UTM  16      - 3,405,145.645   760,793.405   MT  1.00043908   +1 23 37.3
 BE3287
 BE3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3287!SPC GA W     -   0.99999217  x   0.99990135  =   0.99989352
 BE3287!UTM  16      -   0.99999217  x   1.00043908  =   1.00043125
 BE3287
 BE3287|---------------------------------------------------------------------|
 BE3287| PID    Reference Object                     Distance      Geod. Az  |
 BE3287|                                                           dddmmss.s |
 BE3287| BE3282 BV 065 221 GADT 1973 PTA              5.369 METERS 23646     |
 BE3287| BE3281 RENO                                APPROX. 1.9 KM 2831142.8 |
 BE3287|---------------------------------------------------------------------|
 BE3287
 BE3287                          SUPERSEDED SURVEY CONTROL
 BE3287
 BE3287  NAD 83(1986)-  30 45 02.53812(N)    084 16 32.75643(W) AD(       ) 2
 BE3287  NAD 27      -  30 45 01.84082(N)    084 16 33.10415(W) AD(       ) 2
 BE3287  NGVD 29 (07/19/86)   77.7    (m)          255.     (f) VERT ANG       
 BE3287
 BE3287.Superseded values are not recommended for survey control.
 BE3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3287.See file dsdata.txt to determine how the superseded data were derived.
 BE3287
 BE3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6079305146(NAD 83)
 BE3287_MARKER: DD = SURVEY DISK
 BE3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3287
 BE3287  HISTORY     - Date     Condition        Report By
 BE3287  HISTORY     - 1973     MONUMENTED       GADT
 BE3287
 BE3287                          STATION DESCRIPTION
 BE3287
 BE3287'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3287'THE STATION IS ABOUT 1.6 MILE SOUTH AND 0.8 MILE EAST OF RENO,
 BE3287'9.1 MILES SOUTH AND 2.3 MILES EAST OF WHIGHAM, AND 12.0 MILES
 BE3287'SOUTHEAST OF ATTAPULGUS.
 BE3287'
 BE3287'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND PAVED
 BE3287'COUNTY ROAD NO. 238 IN RENO, PROCEED SOUTH ON PAVED COUNTY ROAD
 BE3287'NO. 238 FOR 1.5 MILE TO PAVED COUNTY ROAD NO. 157, TURN LEFT AND
 BE3287'PROCEED EAST ON PAVED COUNTY ROAD NO. 157 FOR 1.2 MILE TO THE
 BE3287'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON
 BE3287'PAVED COUNTY ROAD NO. 157 FROM THE STATION FOR 0.12 MILE TO THE
 BE3287'AZIMUTH MARK ON THE LEFT.
 BE3287'
 BE3287'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3287'OF TRANSPORTATION, STAMPED 065-221.  THE SURFACE DISK IS SET IN
 BE3287'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3287'WITH THE GROUND.  IT IS 9.6 FEET NORTH OF A FENCE, 14.0 FEET
 BE3287'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 2.0 FEET WEST OF A
 BE3287'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3287'OF CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3287'
 BE3287'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3287'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3287'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3287'GROUND.  IT IS 72.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BE3287'BARN, 2.4 FEET EAST OF A POWER POLE, 28.0 FEET SOUTH OF THE
 BE3287'CENTERLINE OF A PAVED ROAD.
 BE3287'
 BE3287'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3237 ***********************************************************************
 BE3237  DESIGNATION -  BV 065 222
 BE3237  PID         -  BE3237
 BE3237  STATE/COUNTY-  GA/GRADY
 BE3237  USGS QUAD   -  CALVARY (1982)
 BE3237
 BE3237                         *CURRENT SURVEY CONTROL
 BE3237  ___________________________________________________________________
 BE3237* NAD 83(1994)-  30 44 23.58807(N)    084 17 32.48698(W)     ADJUSTED  
 BE3237* NAVD 88     -        75.4    (meters)     247.     (feet)  VERTCON   
 BE3237  ___________________________________________________________________
 BE3237  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BE3237  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3237
 BE3237  HORZ ORDER  -  SECOND
 BE3237
 BE3237.The horizontal coordinates were established by classical geodetic methods
 BE3237.and adjusted by the National Geodetic Survey in September 1997..
 BE3237
 BE3237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3237
 BE3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3237
 BE3237.The geoid height was determined by GEOID03.
 BE3237
 BE3237;                    North         East     Units Scale Factor Converg.
 BE3237;SPC GA W     -    82,021.304   687,964.730   MT  0.99990179   -0 03 51.3
 BE3237;SPC GA W     -   269,098.23  2,257,097.62   sFT  0.99990179   -0 03 51.3
 BE3237;UTM  16      - 3,403,907.672   759,233.340   MT  1.00042907   +1 23 05.1
 BE3237
 BE3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3237!SPC GA W     -   0.99999252  x   0.99990179  =   0.99989431
 BE3237!UTM  16      -   0.99999252  x   1.00042907  =   1.00042158
 BE3237
 BE3237|---------------------------------------------------------------------|
 BE3237| PID    Reference Object                     Distance      Geod. Az  |
 BE3237|                                                           dddmmss.s |
 BE3237| BE3236 BV 065 222 GADT 1973 PTA             10.992 METERS 04111     |
 BE3237| BE3281 RENO                                APPROX. 1.6 KM 3521337.5 |
 BE3237|---------------------------------------------------------------------|
 BE3237
 BE3237                          SUPERSEDED SURVEY CONTROL
 BE3237
 BE3237  NAD 83(1986)-  30 44 23.59568(N)    084 17 32.49243(W) AD(       ) 2
 BE3237  NAD 27      -  30 44 22.89738(N)    084 17 32.83887(W) AD(       ) 2
 BE3237  NGVD 29 (07/19/86)   75.5    (m)          248.     (f) VERT ANG       
 BE3237
 BE3237.Superseded values are not recommended for survey control.
 BE3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3237.See file dsdata.txt to determine how the superseded data were derived.
 BE3237
 BE3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5923303908(NAD 83)
 BE3237_MARKER: DD = SURVEY DISK
 BE3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3237
 BE3237  HISTORY     - Date     Condition        Report By
 BE3237  HISTORY     - 1973     MONUMENTED       GADT
 BE3237
 BE3237                          STATION DESCRIPTION
 BE3237
 BE3237'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3237'THE STATION IS ABOUT 2.3 MILES SOUTH OF RENO, 9.8 MILES SOUTH
 BE3237'AND 1.6 MILES EAST OF WHIGHAM, 9.3 MILES SOUTH AND 5.1 MILES WEST
 BE3237'OF CAIRO.
 BE3237'
 BE3237'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND PAVED
 BE3237'ROAD NO. 238 IN RENO PROCEED SOUTH ON PAVED COUNTY ROAD NO. 238
 BE3237'FOR 2.55 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BE3237'MARK PROCEED SOUTHEAST ON PAVED COUNTY ROAD NO. 238 FROM THE
 BE3237'STATION FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3237'
 BE3237'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3237'OF TRANSPORTATION, STAMPED 065-222.  THE SURFACE DISK IS SET IN
 BE3237'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3237'WITH THE GROUND.  IT IS 41.7 FEET NORTHEAST OF A POWER POLE, 4.0
 BE3237'FEET NORTH OF A WITNESS POST, AND 22.0 FEET SOUTH OF THE
 BE3237'CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BE3237'IRREGULAR MASS OF CONCRETE 1.70 FEET BELOW THE SURFACE DISK.
 BE3237'
 BE3237'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3237'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BE3237'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3237'GROUND.  IT IS 311.5 FEET SOUTHEAST OF A 12-INCH PECAN TREE,
 BE3237'21.0 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, AND
 BE3237'57.6 FEET SOUTHWEST OF A POWER POLE.
 BE3237'
 BE3237'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3289 ***********************************************************************
 BE3289  DESIGNATION -  BV 065 223
 BE3289  PID         -  BE3289
 BE3289  STATE/COUNTY-  GA/GRADY
 BE3289  USGS QUAD   -  RENO (1974)
 BE3289
 BE3289                         *CURRENT SURVEY CONTROL
 BE3289  ___________________________________________________________________
 BE3289* NAD 83(1994)-  30 46 08.64309(N)    084 15 07.60366(W)     ADJUSTED  
 BE3289* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 BE3289  ___________________________________________________________________
 BE3289  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BE3289  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3289
 BE3289  HORZ ORDER  -  SECOND
 BE3289
 BE3289.The horizontal coordinates were established by classical geodetic methods
 BE3289.and adjusted by the National Geodetic Survey in September 1997..
 BE3289
 BE3289.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3289
 BE3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3289
 BE3289.The geoid height was determined by GEOID03.
 BE3289
 BE3289;                    North         East     Units Scale Factor Converg.
 BE3289;SPC GA W     -    85,252.618   691,820.812   MT  0.99990082   -0 02 37.4
 BE3289;SPC GA W     -   279,699.63  2,269,748.78   sFT  0.99990082   -0 02 37.4
 BE3289;UTM  16      - 3,407,237.300   763,008.479   MT  1.00045339   +1 24 23.7
 BE3289
 BE3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3289!SPC GA W     -   0.99999248  x   0.99990082  =   0.99989330
 BE3289!UTM  16      -   0.99999248  x   1.00045339  =   1.00044587
 BE3289
 BE3289|---------------------------------------------------------------------|
 BE3289| PID    Reference Object                     Distance      Geod. Az  |
 BE3289|                                                           dddmmss.s |
 BE3289| BE3290 BV 065 223 GADT 1973 PTA              8.819 METERS 00607     |
 BE3289| CW1922 BV 065 223 AZ MK                                   0195317.7 |
 BE3289|---------------------------------------------------------------------|
 BE3289
 BE3289                          SUPERSEDED SURVEY CONTROL
 BE3289
 BE3289  NAD 83(1986)-  30 46 08.65060(N)    084 15 07.60905(W) AD(       ) 2
 BE3289  NAD 27      -  30 46 07.95298(N)    084 15 07.96347(W) AD(       ) 2
 BE3289  NGVD 29 (07/19/86)   75.7    (m)          248.     (f) VERT ANG       
 BE3289
 BE3289.Superseded values are not recommended for survey control.
 BE3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3289.See file dsdata.txt to determine how the superseded data were derived.
 BE3289
 BE3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6300807237(NAD 83)
 BE3289_MARKER: DD = SURVEY DISK
 BE3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3289
 BE3289  HISTORY     - Date     Condition        Report By
 BE3289  HISTORY     - 1973     MONUMENTED       GADT
 BE3289
 BE3289                          STATION DESCRIPTION
 BE3289
 BE3289'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3289'THE STATION IS ABOUT 02. MILE SOUTH AND 2.5 MILES EAST OF RENO,
 BE3289'6.9 MILES SOUTH AND 2.6 MILES WEST OF CAIRO, 7.7 MILES SOUTH
 BE3289'AND 4.1 MILES EAST OF WHIGHAM.
 BE3289'
 BE3289'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND GA. 111
 BE3289'IN CAIRO PROCEED SOUTHWEST ON GA. 111 FOR 5.95 MILES TO PAVED
 BE3289'COUNTY ROAD NO. 81, TURN LEFT AND PROCEED SOUTH ON PAVED COUNTY
 BE3289'ROAD NO. 81 FOR 2.8 MILES TO THE STATION ON THE LEFT.  TO REACH
 BE3289'THE AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 81 FROM
 BE3289'THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3289'
 BE3289'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3289'OF TRANSPORTATION, STAMPED 065-223.  THE SURFACE DISK IS SET IN
 BE3289'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3289'WITH THE GROUND.  IT IS 38.9 FEET SOUTH OF A FENCE CORNER, 4.4
 BE3289'FEET WEST OF A WITNESS POST, 22.1 FEET EAST OF THE CENTERLINE
 BE3289'OF A PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BE3289'MASS OF CONCRETE 1.25 FEET BELOW THE SURFACE DISK.
 BE3289'
 BE3289'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3289'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3289'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3289'GROUND.  IT IS 229.5 FEET NORTHEAST OF A CONCRETE PIPE, 18.5 FEET
 BE3289'EAST OF THE CENTERLINE OF A PAVED ROAD, 32.0 FEET SOUTHWEST OF
 BE3289'A FENCE.
 BE3289'
 BE3289'HEIGHT OF LIGHT ABOVE STATION MARK 1.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3199 ***********************************************************************
 BE3199  DESIGNATION -  BV 065 224
 BE3199  PID         -  BE3199
 BE3199  STATE/COUNTY-  GA/GRADY
 BE3199  USGS QUAD   -  CAIRO SOUTH (1974)
 BE3199
 BE3199                         *CURRENT SURVEY CONTROL
 BE3199  ___________________________________________________________________
 BE3199* NAD 83(1994)-  30 47 25.86837(N)    084 11 39.21212(W)     ADJUSTED  
 BE3199* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 BE3199  ___________________________________________________________________
 BE3199  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BE3199  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BE3199
 BE3199  HORZ ORDER  -  SECOND
 BE3199
 BE3199.The horizontal coordinates were established by classical geodetic methods
 BE3199.and adjusted by the National Geodetic Survey in September 1997..
 BE3199
 BE3199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3199
 BE3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3199
 BE3199.The geoid height was determined by GEOID03.
 BE3199
 BE3199;                    North         East     Units Scale Factor Converg.
 BE3199;SPC GA W     -    87,627.816   697,362.533   MT  0.99990009   -0 00 50.8
 BE3199;SPC GA W     -   287,492.26  2,287,930.24   sFT  0.99990009   -0 00 50.8
 BE3199;UTM  16      - 3,409,753.478   768,491.417   MT  1.00048935   +1 26 13.7
 BE3199
 BE3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3199!SPC GA W     -   0.99999359  x   0.99990009  =   0.99989368
 BE3199!UTM  16      -   0.99999359  x   1.00048935  =   1.00048294
 BE3199
 BE3199|---------------------------------------------------------------------|
 BE3199| PID    Reference Object                     Distance      Geod. Az  |
 BE3199|                                                           dddmmss.s |
 BE3199| BE3200 BV 065 224 GADT 1973 PTA             10.597 METERS 18806     |
 BE3199| BE3197 MARSHALL                            APPROX. 1.5 KM 3235237.7 |
 BE3199|---------------------------------------------------------------------|
 BE3199
 BE3199                          SUPERSEDED SURVEY CONTROL
 BE3199
 BE3199  NAD 83(1986)-  30 47 25.87584(N)    084 11 39.21746(W) AD(       ) 2
 BE3199  NAD 27      -  30 47 25.17989(N)    084 11 39.57743(W) AD(       ) 2
 BE3199  NGVD 29 (07/19/86)   68.6    (m)          225.     (f) VERT ANG       
 BE3199
 BE3199.Superseded values are not recommended for survey control.
 BE3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3199.See file dsdata.txt to determine how the superseded data were derived.
 BE3199
 BE3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6849109753(NAD 83)
 BE3199_MARKER: DD = SURVEY DISK
 BE3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3199
 BE3199  HISTORY     - Date     Condition        Report By
 BE3199  HISTORY     - 1973     MONUMENTED       GADT
 BE3199
 BE3199                          STATION DESCRIPTION
 BE3199
 BE3199'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3199'THE STATION IS ABOUT 6.0 MILES SOUTH AND 0.8 MILES EAST OF CAIRO,
 BE3199'0.9 MILE NORTH AND 5.8 MILES EAST OF RENO, 4.0 MILES SOUTH AND
 BE3199'5.4 MILES WEST OF PINE PARK.
 BE3199'
 BE3199'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND FOURTH
 BE3199'AVENUE IN CAIRO PROCEED SOUTH ON GA. 93 FOR 3.45 MILES TO PAVED
 BE3199'COUNTY ROAD NO. 137, TURN RIGHT ON PAVED COUNTY ROAD NO. 137 AND
 BE3199'PROCEED SOUTHWEST FOR 2.8 MILES TO DIRT COUNTY ROAD NO. 143, TURN
 BE3199'LEFT ON DIRT COUNTY ROAD NO. 143 AND PROCEED EAST FOR 0.6 MILE
 BE3199'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3199'EAST ON DIRT COUNTY ROAD NO. 143 FROM THE STATION FOR 0.07 MILE
 BE3199'TO THE AZIMUTH MARK ON THE LEFT.
 BE3199'
 BE3199'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3199'OF TRANSPORTATION, STAMPED 065-224.  THE SURFACE DISK IS SET IN
 BE3199'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3199'WITH THE GROUND.  IT IS 17.0 FEET NORTH OF THE CENTERLINE OF THE
 BE3199'DIRT ROAD, 3.0 FEET SOUTH OF A FENCE, AND 4.5 FEET WEST OF A
 BE3199'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3199'OF CONCRETE 2.00 FEET BELOW THE SURFACE DISK.
 BE3199'
 BE3199'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3199'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3199'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3199'GROUND.  IT IS 20.8 FEET NORTH OF THE CENTERLINE OF THE DIRT
 BE3199'ROAD, 8.0 FEET SOUTHWEST OF A FENCE, AND 12.0 FEET NORTHWEST OF
 BE3199'THE CENTERLINE OF THE FIELD ROAD.
 BE3199'
 BE3199'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3279 ***********************************************************************
 BE3279  DESIGNATION -  BV 065 225
 BE3279  PID         -  BE3279
 BE3279  STATE/COUNTY-  GA/GRADY
 BE3279  USGS QUAD   -  RENO (1974)
 BE3279
 BE3279                         *CURRENT SURVEY CONTROL
 BE3279  ___________________________________________________________________
 BE3279* NAD 83(1994)-  30 47 33.55810(N)    084 15 12.19588(W)     ADJUSTED  
 BE3279* NAVD 88     -        68.7    (meters)     225.     (feet)  VERTCON   
 BE3279  ___________________________________________________________________
 BE3279  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BE3279  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BE3279
 BE3279  HORZ ORDER  -  SECOND
 BE3279
 BE3279.The horizontal coordinates were established by classical geodetic methods
 BE3279.and adjusted by the National Geodetic Survey in September 1997..
 BE3279
 BE3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3279
 BE3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3279
 BE3279.The geoid height was determined by GEOID03.
 BE3279
 BE3279;                    North         East     Units Scale Factor Converg.
 BE3279;SPC GA W     -    87,867.497   691,700.730   MT  0.99990085   -0 02 39.8
 BE3279;SPC GA W     -   288,278.61  2,269,354.81   sFT  0.99990085   -0 02 39.8
 BE3279;UTM  16      - 3,409,849.742   762,822.128   MT  1.00045218   +1 24 24.8
 BE3279
 BE3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3279!SPC GA W     -   0.99999356  x   0.99990085  =   0.99989441
 BE3279!UTM  16      -   0.99999356  x   1.00045218  =   1.00044574
 BE3279
 BE3279|---------------------------------------------------------------------|
 BE3279| PID    Reference Object                     Distance      Geod. Az  |
 BE3279|                                                           dddmmss.s |
 BE3279| BE3278 BV 065 225 GADT 1973 PTA             11.322 METERS 03437     |
 BE3279| BE3197 MARSHALL                            APPROX. 4.9 KM 0775716.5 |
 BE3279|---------------------------------------------------------------------|
 BE3279
 BE3279                          SUPERSEDED SURVEY CONTROL
 BE3279
 BE3279  NAD 83(1986)-  30 47 33.56562(N)    084 15 12.20119(W) AD(       ) 2
 BE3279  NAD 27      -  30 47 32.87049(N)    084 15 12.55522(W) AD(       ) 2
 BE3279  NGVD 29 (07/19/86)   68.8    (m)          226.     (f) VERT ANG       
 BE3279
 BE3279.Superseded values are not recommended for survey control.
 BE3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3279.See file dsdata.txt to determine how the superseded data were derived.
 BE3279
 BE3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6282209850(NAD 83)
 BE3279_MARKER: DD = SURVEY DISK
 BE3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3279
 BE3279  HISTORY     - Date     Condition        Report By
 BE3279  HISTORY     - 1973     MONUMENTED       GADT
 BE3279
 BE3279                          STATION DESCRIPTION
 BE3279
 BE3279'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3279'THE STATION IS ABOUT 5.5 MILES NORTH AND 4.1 MILES EAST OF CLIMAX,
 BE3279'4.9 MILES NORTH AND 2.2 MILES WEST OF WHIGHAM AND 5.1 MILES NORTH
 BE3279'AND 9.1 MILES WEST OF CAIRO.
 BE3279'
 BE3279'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET AND
 BE3279'GA. 111 IN CAIRO, PROCEED SOUTH ON GA. 111 FOR 5.95 MILES TO PAVED
 BE3279'COUNTY ROAD NO. 57, TURN LEFT AND PROCEED SOUTHEAST ON PAVED COUNTY
 BE3279'ROAD NO. 57 FOR 1.1 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BE3279'AZIMUTH MARK PROCEED NORTHWEST ON PAVED COUNTY ROAD NO. 57 FROM
 BE3279'THE STATION FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3279'
 BE3279'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3279'OF TRANSPORTATION, STAMPED 065-225.  THE SURFACE DISK IS SET IN
 BE3279'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3279'WITH THE GROUND.  IT IS 80.0 FEET NORTH OF A POWER POLE, 26.5 FEET
 BE3279'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 2.3 FEET SOUTHWEST
 BE3279'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BE3279'MASS OF CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BE3279'
 BE3279'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3279'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3279'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BE3279'60.0 FEET NORTHEAST OF A 12-INCH PINE, 23.0 FEET SOUTHWEST OF THE
 BE3279'CENTERLINE OF THE PAVED ROAD, 305.0 FEET NORTHWEST OF A POWER
 BE3279'POLE.
 BE3279'
 BE3279'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3202 ***********************************************************************
 BE3202  DESIGNATION -  BV 065 226
 BE3202  PID         -  BE3202
 BE3202  STATE/COUNTY-  GA/GRADY
 BE3202  USGS QUAD   -  CAIRO SOUTH (1974)
 BE3202
 BE3202                         *CURRENT SURVEY CONTROL
 BE3202  ___________________________________________________________________
 BE3202* NAD 83(1994)-  30 48 14.66107(N)    084 11 34.34459(W)     ADJUSTED  
 BE3202* NAVD 88     -        74.2    (meters)     243.     (feet)  VERTCON   
 BE3202  ___________________________________________________________________
 BE3202  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BE3202  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BE3202
 BE3202  HORZ ORDER  -  SECOND
 BE3202
 BE3202.The horizontal coordinates were established by classical geodetic methods
 BE3202.and adjusted by the National Geodetic Survey in September 1997..
 BE3202
 BE3202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3202
 BE3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3202
 BE3202.The geoid height was determined by GEOID03.
 BE3202
 BE3202;                    North         East     Units Scale Factor Converg.
 BE3202;SPC GA W     -    89,130.260   697,492.284   MT  0.99990008   -0 00 48.3
 BE3202;SPC GA W     -   292,421.53  2,288,355.94   sFT  0.99990008   -0 00 48.3
 BE3202;UTM  16      - 3,411,259.614   768,583.122   MT  1.00048995   +1 26 18.2
 BE3202
 BE3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3202!SPC GA W     -   0.99999270  x   0.99990008  =   0.99989278
 BE3202!UTM  16      -   0.99999270  x   1.00048995  =   1.00048264
 BE3202
 BE3202:                Primary Azimuth Mark                     Grid Az
 BE3202:SPC GA W     -  BV 065 226 AZ MK                         272 10 02.2
 BE3202:UTM  16      -  BV 065 226 AZ MK                         270 42 55.7
 BE3202
 BE3202|---------------------------------------------------------------------|
 BE3202| PID    Reference Object                     Distance      Geod. Az  |
 BE3202|                                                           dddmmss.s |
 BE3202| CW1925 BV 065 226 AZ MK                                   2720913.9 |
 BE3202| BE3203 BV 065 226 GADT 1973 PTA              9.106 METERS 30048     |
 BE3202|---------------------------------------------------------------------|
 BE3202
 BE3202                          SUPERSEDED SURVEY CONTROL
 BE3202
 BE3202  NAD 83(1986)-  30 48 14.66839(N)    084 11 34.34980(W) AD(       ) 2
 BE3202  NAD 27      -  30 48 13.97397(N)    084 11 34.70984(W) AD(       ) 2
 BE3202  NGVD 29 (07/19/86)   74.3    (m)          244.     (f) VERT ANG       
 BE3202
 BE3202.Superseded values are not recommended for survey control.
 BE3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3202.See file dsdata.txt to determine how the superseded data were derived.
 BE3202
 BE3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6858311260(NAD 83)
 BE3202_MARKER: DD = SURVEY DISK
 BE3202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3202
 BE3202  HISTORY     - Date     Condition        Report By
 BE3202  HISTORY     - 1973     MONUMENTED       GADT
 BE3202
 BE3202                          STATION DESCRIPTION
 BE3202
 BE3202'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3202'THE STATION IS ABOUT 5.1 MILES SOUTH AND 0.8 MILE EAST OF CAIRO,
 BE3202'3.0 MILES SOUTH AND 5.5 MILES WEST OF PINE PARK, 1.8 MILES NORTH
 BE3202'AND 6.0 MILES EAST OF RENO.
 BE3202'
 BE3202'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND FOURTH
 BE3202'AVENUE IN CAIRO PROCEED SOUTHEAST ON GA. 93 FOR 3.6 MILES TO PAVED
 BE3202'COUNTY ROAD NO. 137, TURN RIGHT ON PAVED COUNTY ROAD NO. 137 AND
 BE3202'PROCEED SOUTHWEST FOR 1.95 MILE TO PAVED COUNTY ROAD NO. 144, TURN
 BE3202'LEFT AND PROCEED EAST ON PAVED COUNTY ROAD NO. 144 FOR 0.3 MILE
 BE3202'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3202'WEST ON PAVED COUNTY ROAD NO. 144 FROM THE STATION FOR 0.25
 BE3202'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3202'
 BE3202'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3202'OF TRANSPORTATION, STAMPED 065-226.  THE SURFACE DISK IS SET IN
 BE3202'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3202'WITH THE GROUND.  IT IS 50 FEET NORTH OF A FENCE, 26.0 FEET SOUTH
 BE3202'OF THE PAVED ROAD, 4.6 FEET WEST OF A WITNESS POST, 9.8 FEET
 BE3202'SOUTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 BE3202'IRREGULAR MASS OF CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BE3202'
 BE3202'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3202'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3202'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3202'IS 193.0 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 15.7 FEET
 BE3202'NORTH OF THE CENTERLINE OF COUNTY ROAD NO. 144, 5.4 FEET SOUTH
 BE3202'OF A FENCE.
 BE3202'
 BE3202'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3233 ***********************************************************************
 BE3233  DESIGNATION -  BV 065 227
 BE3233  PID         -  BE3233
 BE3233  STATE/COUNTY-  GA/GRADY
 BE3233  USGS QUAD   -  BEACHTON (1994)
 BE3233
 BE3233                         *CURRENT SURVEY CONTROL
 BE3233  ___________________________________________________________________
 BE3233* NAD 83(1994)-  30 42 48.08489(N)    084 10 09.33872(W)     ADJUSTED  
 BE3233* NAVD 88     -        80.3    (meters)     263.     (feet)  VERTCON   
 BE3233  ___________________________________________________________________
 BE3233  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BE3233  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BE3233
 BE3233  HORZ ORDER  -  SECOND
 BE3233
 BE3233.The horizontal coordinates were established by classical geodetic methods
 BE3233.and adjusted by the National Geodetic Survey in September 1997..
 BE3233
 BE3233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3233
 BE3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3233
 BE3233.The geoid height was determined by GEOID03.
 BE3233
 BE3233;                    North         East     Units Scale Factor Converg.
 BE3233;SPC GA W     -    79,073.760   699,751.540   MT  0.99990000   -0 00 04.8
 BE3233;SPC GA W     -   259,427.83  2,295,768.18   sFT  0.99990000   -0 00 04.8
 BE3233;UTM  16      - 3,401,257.518   771,097.617   MT  1.00050671   +1 26 48.0
 BE3233
 BE3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3233!SPC GA W     -   0.99999173  x   0.99990000  =   0.99989173
 BE3233!UTM  16      -   0.99999173  x   1.00050671  =   1.00049844
 BE3233
 BE3233|---------------------------------------------------------------------|
 BE3233| PID    Reference Object                     Distance      Geod. Az  |
 BE3233|                                                           dddmmss.s |
 BE3233| BE3234 BV 065 227 GADT 1973 PTA              7.917 METERS 12109     |
 BE3233| BE3232 THOMASVILLE TV STA WCTV MAST        APPROX. 6.8 KM 2153018.4 |
 BE3233|---------------------------------------------------------------------|
 BE3233
 BE3233                          SUPERSEDED SURVEY CONTROL
 BE3233
 BE3233  NAD 83(1986)-  30 42 48.09221(N)    084 10 09.34370(W) AD(       ) 2
 BE3233  NAD 27      -  30 42 47.38987(N)    084 10 09.71037(W) AD(       ) 2
 BE3233  NGVD 29 (07/19/86)   80.5    (m)          264.     (f) VERT ANG       
 BE3233
 BE3233.Superseded values are not recommended for survey control.
 BE3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3233.See file dsdata.txt to determine how the superseded data were derived.
 BE3233
 BE3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7109801258(NAD 83)
 BE3233_MARKER: DD = SURVEY DISK
 BE3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3233
 BE3233  HISTORY     - Date     Condition        Report By
 BE3233  HISTORY     - 1973     MONUMENTED       GADT
 BE3233
 BE3233                          STATION DESCRIPTION
 BE3233
 BE3233'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3233'THE STATION IS ABOUT 4.0 MILES SOUTH AND 7.2 MILES EAST OF RENO,
 BE3233'9.0 MILES SOUTH AND 4.2 MILES WEST OF PINE PARK, 1.3 MILES NORTH
 BE3233'AND 10.7 MILES WEST OF METCALF.
 BE3233'
 BE3233'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 319 AND NORTH
 BE3233'GA. 93 PROCEED NORTH ON GA. 93 FOR 1.0 MILE TO PAVED COUNTY ROAD
 BE3233'NO. 91591, TURN LEFT AND PROCEED WEST ON PAVED COUNTY ROAD
 BE3233'NO. 91591 FOR 2.0 MILES TO PRIVATE DIRT DRIVEWAY, TURN LEFT AND
 BE3233'PROCEED SOUTH ON PRIVATE DIRT DRIVEWAY FOR 0.45 MILE TO THE
 BE3233'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH ON
 BE3233'DIRT PRIVATE DRIVEWAY FROM THE STATION FOR 0.15 MILE TO THE
 BE3233'AZIMUTH MARK ON THE LEFT.
 BE3233'
 BE3233'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3233'OF TRANSPORTATION STAMPED 065-227.  THE SURFACE DISK IS SET IN
 BE3233'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3233'WITH THE GROUND.  IT IS 2.4 FEET EAST OF A FENCE, 4.8 FEET NORTH
 BE3233'OF A WITNESS POST, 10.5 FEET WEST OF THE CENTERLINE OF THE PAVED
 BE3233'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3233'CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3233'
 BE3233'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3233'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3233'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3233'IS 369.6 FEET SOUTH OF A POWER POLE, 49.0 FEET NORTH OF A FENCE
 BE3233'CORNER AND 17.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD.
 BE3233'
 BE3233'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3238 ***********************************************************************
 BE3238  DESIGNATION -  BV 065 228
 BE3238  PID         -  BE3238
 BE3238  STATE/COUNTY-  GA/GRADY
 BE3238  USGS QUAD   -  CALVARY (1982)
 BE3238
 BE3238                         *CURRENT SURVEY CONTROL
 BE3238  ___________________________________________________________________
 BE3238* NAD 83(1994)-  30 42 32.34582(N)    084 18 44.14828(W)     ADJUSTED  
 BE3238* NAVD 88     -        65.1    (meters)     214.     (feet)  VERTCON   
 BE3238  ___________________________________________________________________
 BE3238  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BE3238  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE3238
 BE3238  HORZ ORDER  -  SECOND
 BE3238
 BE3238.The horizontal coordinates were established by classical geodetic methods
 BE3238.and adjusted by the National Geodetic Survey in September 1997..
 BE3238
 BE3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3238
 BE3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3238
 BE3238.The geoid height was determined by GEOID03.
 BE3238
 BE3238;                    North         East     Units Scale Factor Converg.
 BE3238;SPC GA W     -    78,598.158   686,054.230   MT  0.99990240   -0 04 27.7
 BE3238;SPC GA W     -   257,867.46  2,250,829.59   sFT  0.99990240   -0 04 27.7
 BE3238;UTM  16      - 3,400,435.522   757,409.023   MT  1.00041745   +1 22 24.0
 BE3238
 BE3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3238!SPC GA W     -   0.99999413  x   0.99990240  =   0.99989653
 BE3238!UTM  16      -   0.99999413  x   1.00041745  =   1.00041158
 BE3238
 BE3238|---------------------------------------------------------------------|
 BE3238| PID    Reference Object                     Distance      Geod. Az  |
 BE3238|                                                           dddmmss.s |
 BE3238| BE3239 BV 065 228 GADT 1973 PTA              9.565 METERS 09536     |
 BE3238| CW1927 BV 065 228 AZ MK                                   2791052.1 |
 BE3238|---------------------------------------------------------------------|
 BE3238
 BE3238                          SUPERSEDED SURVEY CONTROL
 BE3238
 BE3238  NAD 83(1986)-  30 42 32.35304(N)    084 18 44.15332(W) AD(       ) 2
 BE3238  NAD 27      -  30 42 31.65502(N)    084 18 44.49958(W) AD(       ) 2
 BE3238  NGVD 29 (07/19/86)   65.2    (m)          214.     (f) VERT ANG       
 BE3238
 BE3238.Superseded values are not recommended for survey control.
 BE3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3238.See file dsdata.txt to determine how the superseded data were derived.
 BE3238
 BE3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5740900436(NAD 83)
 BE3238_MARKER: DD = SURVEY DISK
 BE3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3238
 BE3238  HISTORY     - Date     Condition        Report By
 BE3238  HISTORY     - 1973     MONUMENTED       GADT
 BE3238
 BE3238                          STATION DESCRIPTION
 BE3238
 BE3238'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3238'THE STATION IS ABOUT 4.4 MILES SOUTH AND 1.4 MILE WEST OF RENO,
 BE3238'2.5 MILES SOUTH AND 10.4 MILES EAST OF ATTAPULGUS, 11.2 MILES
 BE3238'SOUTH AND 6.6 MILES WEST OF CAIRO.
 BE3238'
 BE3238'TO REACH THE STATION FROM THE INTERSECTION OF GA 111 AND PAVED
 BE3238'COUNTY ROAD NO. 238 IN RENO PROCEED SOUTH ON PAVED COUNTY ROAD
 BE3238'NO. 238 FOR 4.15 MILES TO PAVED COUNTY ROAD NO. 81, TURN RIGHT
 BE3238'AND PROCEED SOUTHWEST ON PAVED COUNTY ROAD NO. 81 FOR 2.5 MILES
 BE3238'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3238'WEST ON PAVED COUNTY ROAD NO. 81 FROM THE STATION FOR 0.2 MILE
 BE3238'TO THE AZIMUTH MARK ON THE RIGHT.
 BE3238'
 BE3238'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3238'OF TRANSPORTATION, STAMPED 065-228.  THE SURFACE DISK IS SET IN
 BE3238'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3238'WITH THE GROUND.  IT IS 28.0 FEET NORTH OF THE CENTERLINE OF THE
 BE3238'PAVED ROAD, 6.0 FEET EAST OF THE WITNESS POST, 14.5 FEET SOUTH OF
 BE3238'THE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3238'CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BE3238'
 BE3238'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3238'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3238'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3238'IS 26.4 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 34.0
 BE3238'FEET SOUTHWEST OF THE TELEPHONE PEDESTAL AND 16.0 FEET SOUTHEAST
 BE3238'OF THE 10-INCH PINE.
 BE3238'
 BE3238'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1797 ***********************************************************************
 BT1797  DESIGNATION -  BV 065 229 GADT 1973
 BT1797  PID         -  BT1797
 BT1797  STATE/COUNTY-  GA/GRADY
 BT1797  USGS QUAD   -  PELHAM (1983)
 BT1797
 BT1797                         *CURRENT SURVEY CONTROL
 BT1797  ___________________________________________________________________
 BT1797* NAD 83(1994)-  31 04 37.44337(N)    084 09 35.14283(W)     ADJUSTED  
 BT1797* NAVD 88     -       106.9    (meters)     351.     (feet)  VERTCON   
 BT1797  ___________________________________________________________________
 BT1797  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BT1797  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BT1797
 BT1797  HORZ ORDER  -  SECOND
 BT1797
 BT1797.The horizontal coordinates were established by classical geodetic methods
 BT1797.and adjusted by the National Geodetic Survey in September 1997..
 BT1797
 BT1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1797
 BT1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1797
 BT1797.The geoid height was determined by GEOID03.
 BT1797
 BT1797;                    North         East     Units Scale Factor Converg.
 BT1797;SPC GA W     -   119,393.500   700,658.838   MT  0.99990001   +0 00 12.8
 BT1797;SPC GA W     -   391,710.17  2,298,744.87   sFT  0.99990001   +0 00 12.8
 BT1797;UTM  16      - 3,441,611.750   770,980.256   MT  1.00050586   +1 28 01.2
 BT1797
 BT1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1797!SPC GA W     -   0.99998754  x   0.99990001  =   0.99988755
 BT1797!UTM  16      -   0.99998754  x   1.00050586  =   1.00049339
 BT1797
 BT1797:                Primary Azimuth Mark                     Grid Az
 BT1797:SPC GA W     -  MEIGS SOU BELL TEL MICROWAVE             091 30 41.6
 BT1797:UTM  16      -  MEIGS SOU BELL TEL MICROWAVE             090 02 53.2
 BT1797
 BT1797|---------------------------------------------------------------------|
 BT1797| PID    Reference Object                     Distance      Geod. Az  |
 BT1797|                                                           dddmmss.s |
 BT1797| BT1789 MEIGS SOU BELL TEL MICROWAVE        APPROX. 3.0 KM 0913054.4 |
 BT1797| BT1788 SPENCE                              APPROX. 5.0 KM 2205504.4 |
 BT1797|---------------------------------------------------------------------|
 BT1797
 BT1797                          SUPERSEDED SURVEY CONTROL
 BT1797
 BT1797  NAD 83(1986)-  31 04 37.45016(N)    084 09 35.14806(W) AD(       ) 2
 BT1797  NAD 27      -  31 04 36.78158(N)    084 09 35.50253(W) AD(       ) 2
 BT1797  NGVD 29 (07/19/86)  107.0    (m)          351.     (f) VERT ANG       
 BT1797
 BT1797.Superseded values are not recommended for survey control.
 BT1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1797.See file dsdata.txt to determine how the superseded data were derived.
 BT1797
 BT1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7098041612(NAD 83)
 BT1797_MARKER: DD = SURVEY DISK
 BT1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1797+STABILITY: SURFACE MOTION
 BT1797
 BT1797  HISTORY     - Date     Condition        Report By
 BT1797  HISTORY     - 1973     MONUMENTED       GADT
 BT1797
 BT1797                          STATION DESCRIPTION
 BT1797
 BT1797'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1797'THE STATION IS ABOUT 0.2 MILE NORTH AND 4.3 MILES WEST OF MEIGS,
 BT1797'3.5 MILES SOUTH AND 0.3 MILE WEST OF PELHAM, 5.8 MILES SOUTH AND
 BT1797'5.5 MILES WEST OF COTTON.
 BT1797'
 BT1797'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND PAVED
 BT1797'COUNTY ROAD NO. 92433 IN MEIGS PROCEED WEST ON PAVED COUNTY ROAD
 BT1797'NO. 92433 FOR 4.05 MILES TO PAVED COUNTY ROAD NO. 91625, TURN
 BT1797'LEFT AND PROCEED SOUTH ON PAVED COUNTY ROAD NO. 91625 FOR 0.10
 BT1797'MILE TO THE STATION ON THE RIGHT.
 BT1797'
 BT1797'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1797'OF TRANSPORTATION, STAMPED 065-229.  THE SURFACE DISK IS SET IN
 BT1797'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1797'WITH THE GROUND.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE
 BT1797'PAVED ROAD, 9.4 FEET NORTH OF A WITNESS POST, AND 476.5 FEET
 BT1797'SOUTHWEST OF THE POINT OF INTERSECTION OF PAVED ROAD NO. 1205
 BT1797'AND PAVED ROAD NO. 91625.  THE UNDERGROUND DISK IS SET IN AN
 BT1797'IRREGULAR MASS OF CONCRETE 2.05 FEET BELOW THE SURFACE
 BT1797'DISK.  NOTE--THE UNDERGROUND DISK IS STAMPED 136-201.
 BT1797'
 BT1797'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3293 ***********************************************************************
 BE3293  DESIGNATION -  BV 065 230
 BE3293  PID         -  BE3293
 BE3293  STATE/COUNTY-  GA/GRADY
 BE3293  USGS QUAD   -  RENO (1974)
 BE3293
 BE3293                         *CURRENT SURVEY CONTROL
 BE3293  ___________________________________________________________________
 BE3293* NAD 83(1994)-  30 49 23.96886(N)    084 20 47.78510(W)     ADJUSTED  
 BE3293* NAVD 88     -        94.9    (meters)     311.     (feet)  VERTCON   
 BE3293  ___________________________________________________________________
 BE3293  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BE3293  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BE3293
 BE3293  HORZ ORDER  -  SECOND
 BE3293
 BE3293.The horizontal coordinates were established by classical geodetic methods
 BE3293.and adjusted by the National Geodetic Survey in September 1997..
 BE3293
 BE3293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3293
 BE3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3293
 BE3293.The geoid height was determined by GEOID03.
 BE3293
 BE3293;                    North         East     Units Scale Factor Converg.
 BE3293;SPC GA W     -    91,278.020   682,785.040   MT  0.99990365   -0 05 31.9
 BE3293;SPC GA W     -   299,467.97  2,240,103.92   sFT  0.99990365   -0 05 31.9
 BE3293;UTM  16      - 3,413,034.927   753,818.195   MT  1.00039478   +1 21 37.1
 BE3293
 BE3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3293!SPC GA W     -   0.99998945  x   0.99990365  =   0.99989310
 BE3293!UTM  16      -   0.99998945  x   1.00039478  =   1.00038423
 BE3293
 BE3293:                Primary Azimuth Mark                     Grid Az
 BE3293:SPC GA W     -  BV 065 230 AZ MK                         177 15 46.8
 BE3293:UTM  16      -  BV 065 230 AZ MK                         175 48 37.8
 BE3293
 BE3293|---------------------------------------------------------------------|
 BE3293| PID    Reference Object                     Distance      Geod. Az  |
 BE3293|                                                           dddmmss.s |
 BE3293| CW1928 BV 065 230 AZ MK                                   1771014.9 |
 BE3293| BE3292 BV 065 230 GADT 1973 PTA              9.865 METERS 20525     |
 BE3293|---------------------------------------------------------------------|
 BE3293
 BE3293                          SUPERSEDED SURVEY CONTROL
 BE3293
 BE3293  NAD 83(1986)-  30 49 23.97628(N)    084 20 47.79033(W) AD(       ) 2
 BE3293  NAD 27      -  30 49 23.28483(N)    084 20 48.12715(W) AD(       ) 2
 BE3293  NGVD 29 (07/19/86)   95.0    (m)          312.     (f) VERT ANG       
 BE3293
 BE3293.Superseded values are not recommended for survey control.
 BE3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3293.See file dsdata.txt to determine how the superseded data were derived.
 BE3293
 BE3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5381813035(NAD 83)
 BE3293_MARKER: DD = SURVEY DISK
 BE3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3293
 BE3293  HISTORY     - Date     Condition        Report By
 BE3293  HISTORY     - 1973     MONUMENTED       GADT
 BE3293
 BE3293                          STATION DESCRIPTION
 BE3293
 BE3293'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3293'THE STATION IS ABOUT 4.1 MILES SOUTH AND 1.3 MILE WEST OF WHIGHAM,
 BE3293'3.7 MILES SOUTH AND 5.1 MILES EAST OF CLIMAX, 5.2 MILES NORTH AND
 BE3293'8.4 MILES EAST OF ATTAPULGUS.
 BE3293'
 BE3293'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND PAVED
 BE3293'COUNTY ROAD NO. 74 IN WHIGHAM PROCEED SOUTH ON PAVED COUNTY ROAD
 BE3293'NO. 74 FOR 4.8 MILES TO THE STATION ON THE LEFT.  TO REACH THE
 BE3293'AZIMUTH MARK PROCEED SOUTH ON PAVED COUNTY ROAD NO. 74 FROM THE
 BE3293'STATION FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3293'
 BE3293'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3293'OF TRANSPORTATION, STAMPED 065-230.  THE SURFACE DISK IS SET IN
 BE3293'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3293'WITH THE GROUND.  IT IS 2.2 FEET NORTH OF A WITNESS POST, 48.2
 BE3293'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 20.0 FEET SOUTH OF
 BE3293'A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BE3293'MASS OF CONCRETE 1.65 FEET BELOW THE SURFACE DISK AND STAMPED
 BE3293'065-229.
 BE3293'
 BE3293'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3293'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3293'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BE3293'105.6 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE, 40.0 FEET
 BE3293'EAST OF THE CENTERLINE OF A PAVED ROAD, 3.0 FEET NORTH OF A POWER
 BE3293'POLE.
 BE3293'
 BE3293'HEIGHT OF LIGHT ABOVE STATION MARK 0.91 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2104 ***********************************************************************
 DF2104  DESIGNATION -  BV 066 200
 DF2104  PID         -  DF2104
 DF2104  STATE/COUNTY-  GA/GREENE
 DF2104  USGS QUAD   -  GRESHAMVILLE (1985)
 DF2104
 DF2104                         *CURRENT SURVEY CONTROL
 DF2104  ___________________________________________________________________
 DF2104* NAD 83(1994)-  33 39 57.90169(N)    083 20 46.71146(W)     ADJUSTED  
 DF2104* NAVD 88     -       193.     (meters)     633.     (feet)  VERTCON   
 DF2104  ___________________________________________________________________
 DF2104  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DF2104  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DF2104
 DF2104  HORZ ORDER  -  SECOND
 DF2104
 DF2104.The horizontal coordinates were established by classical geodetic methods
 DF2104.and adjusted by the National Geodetic Survey in September 1997..
 DF2104
 DF2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2104
 DF2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2104
 DF2104.The geoid height was determined by GEOID03.
 DF2104
 DF2104;                    North         East     Units Scale Factor Converg.
 DF2104;SPC GA E     -   407,093.967    90,602.385   MT  1.00004750   -0 39 14.4
 DF2104;SPC GA E     - 1,335,607.46    297,251.32   sFT  1.00004750   -0 39 14.4
 DF2104;UTM  17      - 3,727,603.102   282,455.718   MT  1.00018347   -1 18 04.3
 DF2104
 DF2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2104!SPC GA E     -   0.99997417  x   1.00004750  =   1.00002167
 DF2104!UTM  17      -   0.99997417  x   1.00018347  =   1.00015763
 DF2104
 DF2104|---------------------------------------------------------------------|
 DF2104| PID    Reference Object                     Distance      Geod. Az  |
 DF2104|                                                           dddmmss.s |
 DF2104| DF2103 BV 066 200 GADT 1975 PTA             12.525 METERS 00535     |
 DF2104| DF3272 BV 066 200 AZ MK                                   3242010.8 |
 DF2104|---------------------------------------------------------------------|
 DF2104
 DF2104                          SUPERSEDED SURVEY CONTROL
 DF2104
 DF2104  NAD 83(1986)-  33 39 57.90807(N)    083 20 46.71055(W) AD(       ) 2
 DF2104  NAD 27      -  33 39 57.45962(N)    083 20 47.13672(W) AD(       ) 2
 DF2104  NGVD 29 (07/19/86)  193.     (m)          633.     (f) VERT ANG       
 DF2104
 DF2104.Superseded values are not recommended for survey control.
 DF2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2104.See file dsdata.txt to determine how the superseded data were derived.
 DF2104
 DF2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8245627603(NAD 83)
 DF2104_MARKER: DD = SURVEY DISK
 DF2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2104
 DF2104  HISTORY     - Date     Condition        Report By
 DF2104  HISTORY     - 1975     MONUMENTED       GADT
 DF2104
 DF2104                          STATION DESCRIPTION
 DF2104
 DF2104'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2104'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES EAST-SOUTHEAST OF
 DF2104'APALACHEE, 6-3/4 MILES NORTH OF BUCKHEAD, AND 8-1/2 MILES
 DF2104'NORTHEAST OF MADISON ON COUNTY RIGHT OF WAY.
 DF2104'
 DF2104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 DF2104'AND 129 (STATE ROUTE 24), COUNTY ROAD 91420 TO THE WEST, AND
 DF2104'COUNTY ROAD 170 TO THE SOUTHEAST, IN THE NORTHWEST SECTION OF
 DF2104'APALACHEE, LOCATED APPROXIMATELY 6-3/4 MILES NORTH OF MADISON,
 DF2104'TRAVEL SOUTHEAST ON COUNTY ROAD 170 FOR 2.65 MILES TO THE
 DF2104'JUNCTION OF COUNTY ROAD 200 TO THE RIGHT.  CONTINUE ON COUNTY
 DF2104'ROAD 170 FOR 0.3 MILE TO THE CENTRAL OF GEORGIA RAILWAY
 DF2104'CROSSING.  CONTINUE FOR 1.1 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2104'171 TO THE LEFT.  TURN LEFT, GOING IN A NORTHEASTERLY
 DF2104'DIRECTION FOR 1.15 MILES TO THE APALACHEE RIVER BRIDGE AND
 DF2104'THE MORGAN-GREENE COUNTY LINE.  CONTINUE NORTHEAST, NOW ALONG
 DF2104'COUNTY ROAD 22, FOR 2.0 MILES TO ITS TERMINATION AT THE
 DF2104'JUNCTION OF COUNTY ROAD 92128 CROSSING AND THE STATION ON THE
 DF2104'RIGHT.
 DF2104'
 DF2104'THE STATION IS A STANDARD BRASS DISK STAMPED 066-200, SET IN THE
 DF2104'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2104'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2104'066-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.78
 DF2104'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 58 FEET
 DF2104'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 22, 80 FEET SOUTHWEST
 DF2104'OF THE CENTERLINE OF COUNTY ROAD 92128, 106.0 FEET EAST OF A
 DF2104'POWER POLE ON THE NORTHWEST SIDE OF COUNTY ROAD 22, 28.0 FEET
 DF2104'EAST-NORTHEAST OF A 12 INCH PINE TREE, AND 2.0 FEET
 DF2104'NORTHEAST OF A WITNESS POST.
 DF2104'
 DF2104'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTHWEST ON
 DF2104'COUNTY ROAD 92128 FOR 0.45 MILE TO THE MARK ON THE LEFT.  IT IS A
 DF2104'STANDARD DISK STAMPED 066-200 AZMK, SET IN THE TOP OF A 10 INCH
 DF2104'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2104'GROUND.  IT IS LOCATED 44 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2104'COUNTY ROAD 92128, 167 FEET NORTHWEST OF THE CENTERLINE OF AN
 DF2104'OLD FIELD ROAD TO THE SOUTHWEST, AND 2.5 FEET EAST OF A WITNESS
 DF2104'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2095 ***********************************************************************
 DF2095  DESIGNATION -  BV 066 201
 DF2095  PID         -  DF2095
 DF2095  STATE/COUNTY-  GA/GREENE
 DF2095  USGS QUAD   -  PENFIELD (1981)
 DF2095
 DF2095                         *CURRENT SURVEY CONTROL
 DF2095  ___________________________________________________________________
 DF2095* NAD 83(1994)-  33 42 02.98955(N)    083 08 09.65550(W)     ADJUSTED  
 DF2095* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 DF2095  ___________________________________________________________________
 DF2095  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DF2095  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DF2095
 DF2095  HORZ ORDER  -  SECOND
 DF2095
 DF2095.The horizontal coordinates were established by classical geodetic methods
 DF2095.and adjusted by the National Geodetic Survey in September 1997..
 DF2095
 DF2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2095
 DF2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2095
 DF2095.The geoid height was determined by GEOID03.
 DF2095
 DF2095;                    North         East     Units Scale Factor Converg.
 DF2095;SPC GA E     -   410,744.998   110,141.526   MT  0.99999951   -0 32 16.4
 DF2095;SPC GA E     - 1,347,585.88    361,355.99   sFT  0.99999951   -0 32 16.4
 DF2095;UTM  17      - 3,731,033.491   302,037.018   MT  1.00008315   -1 11 08.0
 DF2095
 DF2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2095!SPC GA E     -   0.99997277  x   0.99999951  =   0.99997228
 DF2095!UTM  17      -   0.99997277  x   1.00008315  =   1.00005592
 DF2095
 DF2095|---------------------------------------------------------------------|
 DF2095| PID    Reference Object                     Distance      Geod. Az  |
 DF2095|                                                           dddmmss.s |
 DF2095| DF2094 BV 066 201 GADT 1976 PTA             26.893 METERS 02241     |
 DF2095| DF3273 BV 066 201 AZ MK                                   2663945.8 |
 DF2095|---------------------------------------------------------------------|
 DF2095
 DF2095                          SUPERSEDED SURVEY CONTROL
 DF2095
 DF2095  NAD 83(1986)-  33 42 02.99603(N)    083 08 09.65420(W) AD(       ) 2
 DF2095  NAD 27      -  33 42 02.55240(N)    083 08 10.10179(W) AD(       ) 2
 DF2095  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 DF2095
 DF2095.Superseded values are not recommended for survey control.
 DF2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2095.See file dsdata.txt to determine how the superseded data were derived.
 DF2095
 DF2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0203731033(NAD 83)
 DF2095_MARKER: DD = SURVEY DISK
 DF2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2095
 DF2095  HISTORY     - Date     Condition        Report By
 DF2095  HISTORY     - 1976     MONUMENTED       GADT
 DF2095
 DF2095                          STATION DESCRIPTION
 DF2095
 DF2095'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2095'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHWEST OF
 DF2095'WOODVILLE, 3-1/4 MILES NORTHEAST OF PENFIELD, AND 4-1/4 MILES
 DF2095'SOUTH-SOUTHEAST OF MAXEYS ON THE PROPERTY OF CONTAINER
 DF2095'CORPORATION, INC.
 DF2095'
 DF2095'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 DF2095'COUNTY ROAD 91451 (EAST PEACHTREE AVENUE) IN WOODVILLE, GO
 DF2095'NORTH ALONG STATE ROUTE 77 FOR 1.6 MILES TO THE JUNCTION OF
 DF2095'UNPAVED COUNTY ROAD 146 TO THE LEFT. CONTINUE GOING NORTH ALONG
 DF2095'STATE ROUTE 77 FOR 0.55 MILE TO THE JUNCTION OF UNPAVED COUNTY
 DF2095'ROAD 145 TO THE LEFT, AND CORRYS BAR-B-Q AND GROCERY STORE ON
 DF2095'THE LEFT AND OGLETHORPE COUNTY LINE IN THE COMMUNITY OF
 DF2095'BAIRDSTOWN.  TURN LEFT GOING WEST ALONG COUNTY ROAD 145 FOR
 DF2095'0.9 MILE TO THE JUNCTION OF TRACK WOODS ROAD TO THE LEFT AND
 DF2095'THE STATION ON THE LEFT.
 DF2095'
 DF2095'THE STATION IS LOCATED 22 FEET SOUTH OF THE CENTER LINE OF
 DF2095'COUNTY ROAD 145, 16 FEET WEST OF CENTERLINE OF THE TRACK ROAD,
 DF2095'10.1 FEET NORTHEAST OF AN 18 INCH SWEETGUM TREE, 36.3 FEET WEST
 DF2095'OF THE 18 INCH TRUNK OF 10 AND 18 INCH TWIN PINE TREES. WITH
 DF2095'CONTINENTAL CAN COMPANY AND CHEROKEE TIMBER CORPORATION SIGNS
 DF2095'ATTACHED, 25.7 FEET NORTHWEST OF A WHITE 2 INCH IRON PROPERTY
 DF2095'CORNER PIPE PROTRUDING 6 INCHES ABOVE THE GROUND, AND 2.5 FEET
 DF2095'NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2095'STAMPED---066-201 1976---, SET IN THE TOP OF A 10 INCH
 DF2095'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2095'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2095'STAMPED---066-201 1976---, SET IN AN IRREGULAR MASS OF
 DF2095'CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE
 DF2095'GROUND.
 DF2095'
 DF2095'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF2095'COUNTY ROAD 145 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF2095'IT IS LOCATED 21 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DF2095'145, 18.9 FEET NORTH-NORTHWEST OF A LEANING 12 INCH SWEETGUM
 DF2095'TREE ON THE NORTH EDGE OF A 10 FOOT WIDE 4 FOOT DEEP DITCH 23.2
 DF2095'FEET NORTHEAST OF A 12 INCH OAK TREE WITH A KNOT AT THE BASE AT
 DF2095'THE NORTH EDGE OF THE DITCH, 18.9 FEET EAST-NORTHEAST OF A 1
 DF2095'INCH WHITE IRON PIPE PROPERTY CORNER MARKER PROTRUDING 2
 DF2095'INCHES ABOVE THE GROUND, 167.2 FEET WEST OF A 10 INCH PINE
 DF2095'TREE WITH A CONTINENTAL CAN COMPANY SIGN ATTACHED AND A WHITE
 DF2095'STRIPE, AND 3.1 FEET SOUTH OF A WITNESS POST. IT IS A
 DF2095'STANDARD DISK STAMPED---066-201 1976 AZMK---, SET IN
 DF2095'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF2095'BELOW THE SURFACE OF THE GROUND.
 DF2095'
 DF2095'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1930 ***********************************************************************
 DF1930  DESIGNATION -  BV 066 202
 DF1930  PID         -  DF1930
 DF1930  STATE/COUNTY-  GA/GREENE
 DF1930  USGS QUAD   -  PHILOMATH (1981)
 DF1930
 DF1930                         *CURRENT SURVEY CONTROL
 DF1930  ___________________________________________________________________
 DF1930* NAD 83(1994)-  33 39 52.62101(N)    082 58 49.21717(W)     ADJUSTED  
 DF1930* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 DF1930  ___________________________________________________________________
 DF1930  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DF1930  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DF1930
 DF1930  HORZ ORDER  -  SECOND
 DF1930
 DF1930.The horizontal coordinates were established by classical geodetic methods
 DF1930.and adjusted by the National Geodetic Survey in September 1997..
 DF1930
 DF1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1930
 DF1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1930
 DF1930.The geoid height was determined by GEOID03.
 DF1930
 DF1930;                    North         East     Units Scale Factor Converg.
 DF1930;SPC GA E     -   406,603.959   124,541.565   MT  0.99997017   -0 27 03.8
 DF1930;SPC GA E     - 1,333,999.82    408,600.12   sFT  0.99997017   -0 27 03.8
 DF1930;UTM  17      - 3,726,729.746   316,390.278   MT  1.00001563   -1 05 53.0
 DF1930
 DF1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1930!SPC GA E     -   0.99997513  x   0.99997017  =   0.99994530
 DF1930!UTM  17      -   0.99997513  x   1.00001563  =   0.99999076
 DF1930
 DF1930:                Primary Azimuth Mark                     Grid Az
 DF1930:SPC GA E     -  BV 066 202 AZ MK                         145 00 45.3
 DF1930:UTM  17      -  BV 066 202 AZ MK                         145 39 34.5
 DF1930
 DF1930|---------------------------------------------------------------------|
 DF1930| PID    Reference Object                     Distance      Geod. Az  |
 DF1930|                                                           dddmmss.s |
 DF1930| DF2856 BV 066 202 AZ MK                                   1443341.5 |
 DF1930| DF2022 FLUKER                              APPROX. 6.3 KM 2880015.4 |
 DF1930| DF1931 BV 066 202 GADT 1976 PTA             21.828 METERS 34729     |
 DF1930|---------------------------------------------------------------------|
 DF1930
 DF1930                          SUPERSEDED SURVEY CONTROL
 DF1930
 DF1930  NAD 83(1986)-  33 39 52.62731(N)    082 58 49.21569(W) AD(       ) 2
 DF1930  NAD 27      -  33 39 52.17366(N)    082 58 49.67999(W) AD(       ) 2
 DF1930  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 DF1930
 DF1930.Superseded values are not recommended for survey control.
 DF1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1930.See file dsdata.txt to determine how the superseded data were derived.
 DF1930
 DF1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1639026730(NAD 83)
 DF1930_MARKER: DD = SURVEY DISK
 DF1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1930
 DF1930  HISTORY     - Date     Condition        Report By
 DF1930  HISTORY     - 1976     MONUMENTED       GADT
 DF1930
 DF1930                          STATION DESCRIPTION
 DF1930
 DF1930'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1930'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST-NORTHWEST
 DF1930'OF LYNEVILLE, 4-1/4 MILES SOUTH OF PHILOMATH, AND 7-1/4 MILES
 DF1930'EAST OF WOODVILLE, ON THE PROPERTY OF KIMBERLY-CLARK
 DF1930'CORPORATION.
 DF1930'
 DF1930'TO REACH THE STATION FROM THE US POST OFFICE IN UNION POINT, GO
 DF1930'WEST ALONG US HIGHWAY 278 (STATE ROUTE 12), STATE ROUTE 44, AND
 DF1930'STATE ROUTE 77 FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE 77
 DF1930'AND STATE ROUTE 44 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG
 DF1930'STATE ROUTE 44 AND STATE ROUTE 77 FOR 0.6 MILE TO THE JUNCTION
 DF1930'OF STATE ROUTE 44 TO THE RIGHT. TURN RIGHT GOING EAST-NORTHEAST
 DF1930'ALONG STATE ROUTE 44 FOR 1.15 MILES TO THE JUNCTION OF PAVED
 DF1930'COUNTY ROAD 137 TO THE LEFT. CONTINUE EAST-NORTHEAST ALONG
 DF1930'STATE ROUTE 44 FOR 3.35 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1930'120 CROSSING.  CONTINUE EAST-NORTHEAST ALONG STATE ROUTE 44
 DF1930'FOR 2.2 MILES TO THE JUNCTION OF UNPAVED COUNTY ROAD 126 TO
 DF1930'THE LEFT AT THE COMMUNITY OF DANIEL SPRINGS. TURN LEFT GOING
 DF1930'NORTH ALONG COUNTY ROAD 126 FOR 0.95 MILE TO THE AZIMUTH MARK
 DF1930'ON THE LEFT.  CONTINUE NORTH ALONG COUNTY ROAD 126 FOR 0.15
 DF1930'MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 DF1930'127 CROSSING AND THE STATION ON THE RIGHT.
 DF1930'
 DF1930'THE STATION IS LOCATED 35 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DF1930'ROAD 127, 31 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DF1930'126, 106.8 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF1930'SOUTHWEST OF THE JUNCTION OF ROADS, 156.5 FEET WEST-SOUTHWEST OF
 DF1930'A 15 INCH OAK TREE WITH 4 STRANDS OF BARBED WIRE ATTACHED ON THE
 DF1930'NORTH SIDE OF COUNTY ROAD 127, 73.8 FEET NORTH-NORTHEAST OF A 15
 DF1930'INCH PINE TREE ON THE SOUTHWEST SIDE OF COUNTY ROAD 126, 49.4
 DF1930'FEET SOUTH OF A STOP SIGN ON THE NORTHSIDE OF COUNTY ROAD 127,
 DF1930'AND 3.3 FEET EAST-SOUTHEAST OF A WITNESS POST. IT IS A
 DF1930'STANDARD BRASS DISK STAMPED---066-202 1976---, SET IN THE TOP
 DF1930'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1930'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1930'DISK STAMPED---066-202 1976---, SET IN AN
 DF1930'IRREGULAR MASS OF CONCRETE ABOUT 0.85 METER BELOW THE SURFACE
 DF1930'OF THE GROUND.
 DF1930'
 DF1930'THE AZIMUTH MARK IS LOCATED 21 FEET WEST-SOUTHWEST OF THE
 DF1930'CENTERLINE OF COUNTY ROAD 126, 257.0 FEET SOUTH-SOUTHEAST OF A
 DF1930'POWER POLE, 296.0 FEET NORTH-NORTHWEST OF ANOTHER POWER POLE,
 DF1930'93.4 FEET SOUTH-SOUTHWEST OF A 25 INCH OAK TREE WITH A METAL NO
 DF1930'HUNTING SIGN ATTACHED, AND 1.9 FEET EAST-NORTHEAST OF A WITNESS
 DF1930'POST. IT IS A STANDARD DISK STAMPED---066-202 1976 AZMK---, SET
 DF1930'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF1930'THE SURFACE OF THE GROUND.
 DF1930'
 DF1930'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2030 ***********************************************************************
 DF2030  DESIGNATION -  BV 066 203
 DF2030  PID         -  DF2030
 DF2030  STATE/COUNTY-  GA/GREENE
 DF2030  USGS QUAD   -  WOODVILLE (1981)
 DF2030
 DF2030                         *CURRENT SURVEY CONTROL
 DF2030  ___________________________________________________________________
 DF2030* NAD 83(1994)-  33 41 20.93818(N)    083 04 53.58783(W)     ADJUSTED  
 DF2030* NAVD 88     -       209.     (meters)     686.     (feet)  VERTCON   
 DF2030  ___________________________________________________________________
 DF2030  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DF2030  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF2030
 DF2030  HORZ ORDER  -  SECOND
 DF2030
 DF2030.The horizontal coordinates were established by classical geodetic methods
 DF2030.and adjusted by the National Geodetic Survey in September 1997..
 DF2030
 DF2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2030
 DF2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2030
 DF2030.The geoid height was determined by GEOID03.
 DF2030
 DF2030;                    North         East     Units Scale Factor Converg.
 DF2030;SPC GA E     -   409,403.383   115,178.954   MT  0.99998867   -0 30 27.0
 DF2030;SPC GA E     - 1,343,184.27    377,882.95   sFT  0.99998867   -0 30 27.0
 DF2030;UTM  17      - 3,729,634.921   307,059.347   MT  1.00005895   -1 09 17.9
 DF2030
 DF2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2030!SPC GA E     -   0.99997167  x   0.99998867  =   0.99996034
 DF2030!UTM  17      -   0.99997167  x   1.00005895  =   1.00003062
 DF2030
 DF2030:                Primary Azimuth Mark                     Grid Az
 DF2030:SPC GA E     -  BV 066 203 AZ MK                         058 16 02.5
 DF2030:UTM  17      -  BV 066 203 AZ MK                         058 54 53.4
 DF2030
 DF2030|---------------------------------------------------------------------|
 DF2030| PID    Reference Object                     Distance      Geod. Az  |
 DF2030|                                                           dddmmss.s |
 DF2030| DF3274 BV 066 203 AZ MK                                   0574535.5 |
 DF2030| DF2022 FLUKER                              APPROX. 3.4 KM 1024904.4 |
 DF2030| DF2029 BV 066 203 GADT 1976 PTA             18.839 METERS 16900     |
 DF2030|---------------------------------------------------------------------|
 DF2030
 DF2030                          SUPERSEDED SURVEY CONTROL
 DF2030
 DF2030  NAD 83(1986)-  33 41 20.94447(N)    083 04 53.58632(W) AD(       ) 2
 DF2030  NAD 27      -  33 41 20.49709(N)    083 04 54.03826(W) AD(       ) 2
 DF2030  NGVD 29 (07/19/86)  209.     (m)          686.     (f) VERT ANG       
 DF2030
 DF2030.Superseded values are not recommended for survey control.
 DF2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2030.See file dsdata.txt to determine how the superseded data were derived.
 DF2030
 DF2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0705929635(NAD 83)
 DF2030_MARKER: DD = SURVEY DISK
 DF2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2030
 DF2030  HISTORY     - Date     Condition        Report By
 DF2030  HISTORY     - 1976     MONUMENTED       GADT
 DF2030
 DF2030                          STATION DESCRIPTION
 DF2030
 DF2030'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2030'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF
 DF2030'WOODVILLE, 5 MILES NORTH OF UNION POINT, AND 5-3/4 MILES
 DF2030'EAST-NORTHEAST OF PENFIELD ON THE PROPERTY OF MRS. MARJORY
 DF2030'MIZE.
 DF2030'
 DF2030'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 DF2030'EAST PEACHTREE AVENUE (COUNTY ROAD 91451) IN WOODVILLE, GO
 DF2030'EAST ALONG EAST PEACHTREE AVENUE FOR 1.65 MILES TO THE JUNCTION
 DF2030'OF PAVED COUNTY ROAD 127 TO THE RIGHT AND END OF PAVEMENT OF
 DF2030'COUNTY ROAD 91451. CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 DF2030'91451 FOR 0.65 MILE TO THE MARJORY MIZE RESIDENCE AND THE
 DF2030'STATION ON THE LEFT.
 DF2030'
 DF2030'THE STATION IS LOCATED 151 FEET WEST-NORTHWEST OF THE CENTERLINE
 DF2030'OF COUNTY ROAD 91451, 113.2 FEET NORTHWEST OF A TELEPHONE POLE
 DF2030'WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, 190.6
 DF2030'FEET WEST OF A POWER POLE,
 DF2030'44.0 FEET NORTH OF A 50 INCH OAK TREE,
 DF2030'105.0 FEET NORTH OF THE NORTHERN MOST EAST CORNER OF THE MIZE
 DF2030'RESIDENCE, AND 2.8 FEET SOUTHEAST OF A WITNESS POST SET AT A
 DF2030'FENCELINE. IT IS A STANDARD BRASS DISK
 DF2030'STAMPED---066-203 1976---,
 DF2030'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2030'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2030'STATION IS A STANDARD DISK STAMPED---066-203 1976---, SET
 DF2030'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.84 METER
 DF2030'BELOW THE SURFACE OF THE GROUND.
 DF2030'
 DF2030'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2030'NORTHEAST ALONG COUNTY ROAD 91451 FOR 0.15 MILE TO THE AZIMUTH
 DF2030'MARK ON THE RIGHT ON TOP OF A 6 FOOT CUT BANK. IT IS LOCATED
 DF2030'26.5 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 91451,
 DF2030'129.0 FEET NORTHEAST OF A POWER POLE, 150.5 FEET SOUTH-SOUTHWEST
 DF2030'OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTHWEST
 DF2030'SIDE OF THE ROAD, AND 1.8 FEET SOUTHEAST OF A WITNESS POST. IT
 DF2030'IS A STANDARD DISK STAMPED---066-203 1976 AZMK---, SET IN THE
 DF2030'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2030'SURFACE OF THE GROUND.
 DF2030'
 DF2030'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2097 ***********************************************************************
 DF2097  DESIGNATION -  BV 066 204
 DF2097  PID         -  DF2097
 DF2097  STATE/COUNTY-  GA/GREENE
 DF2097  USGS QUAD   -  PENFIELD (1981)
 DF2097
 DF2097                         *CURRENT SURVEY CONTROL
 DF2097  ___________________________________________________________________
 DF2097* NAD 83(1994)-  33 43 30.81978(N)    083 12 53.58065(W)     ADJUSTED  
 DF2097* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 DF2097  ___________________________________________________________________
 DF2097  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DF2097  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF2097
 DF2097  HORZ ORDER  -  SECOND
 DF2097
 DF2097.The horizontal coordinates were established by classical geodetic methods
 DF2097.and adjusted by the National Geodetic Survey in September 1997..
 DF2097
 DF2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2097
 DF2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2097
 DF2097.The geoid height was determined by GEOID03.
 DF2097
 DF2097;                    North         East     Units Scale Factor Converg.
 DF2097;SPC GA E     -   413,522.415   102,857.643   MT  1.00001630   -0 34 55.3
 DF2097;SPC GA E     - 1,356,698.12    337,458.78   sFT  1.00001630   -0 34 55.3
 DF2097;UTM  17      - 3,733,893.362   294,784.330   MT  1.00011920   -1 13 48.6
 DF2097
 DF2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2097!SPC GA E     -   0.99997105  x   1.00001630  =   0.99998735
 DF2097!UTM  17      -   0.99997105  x   1.00011920  =   1.00009024
 DF2097
 DF2097:                Primary Azimuth Mark                     Grid Az
 DF2097:SPC GA E     -  BV 066 204 AZ MK                         204 49 32.8
 DF2097:UTM  17      -  BV 066 204 AZ MK                         205 28 26.1
 DF2097
 DF2097|---------------------------------------------------------------------|
 DF2097| PID    Reference Object                     Distance      Geod. Az  |
 DF2097|                                                           dddmmss.s |
 DF2097| DF3275 BV 066 204 AZ MK                                   2041437.5 |
 DF2097| DF2622 MADISON ATT MICROWAVE               APPROX.28.6 KM 2601009.7 |
 DF2097| DF2098 BV 066 204 GADT 1976 PTA             30.199 METERS 30934     |
 DF2097|---------------------------------------------------------------------|
 DF2097
 DF2097                          SUPERSEDED SURVEY CONTROL
 DF2097
 DF2097  NAD 83(1986)-  33 43 30.82609(N)    083 12 53.57969(W) AD(       ) 2
 DF2097  NAD 27      -  33 43 30.38427(N)    083 12 54.02157(W) AD(       ) 2
 DF2097  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 DF2097
 DF2097.Superseded values are not recommended for survey control.
 DF2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2097.See file dsdata.txt to determine how the superseded data were derived.
 DF2097
 DF2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9478433893(NAD 83)
 DF2097_MARKER: DD = SURVEY DISK
 DF2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2097_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2097
 DF2097  HISTORY     - Date     Condition        Report By
 DF2097  HISTORY     - 1976     MONUMENTED       GADT
 DF2097
 DF2097                          STATION DESCRIPTION
 DF2097
 DF2097'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2097'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF MAXEYS
 DF2097'4-1/2 MILES NORTH-NORTHWEST OF PENFIELD, AND 7-1/4 MILES WEST-
 DF2097'NORTHWEST OF WOODVILLE ON COUNTY RIGHT OF WAY.
 DF2097'
 DF2097'TO REACH THE STATION FROM THE US POST OFFICE LOCATED IN THE
 DF2097'CLARK SERVICE STATION (AMOCO) BUILDING IN MAXEYS, GO SOUTHEAST
 DF2097'ALONG STATE ROUTE 77 FOR 0.1 MILE TO THE JUNCTION OF COUNTY
 DF2097'ROAD 92129 TO THE RIGHT. TURN RIGHT GOING SOUTHWEST ALONG
 DF2097'COUNTY ROAD 92129 FOR 0.75 MILE TO THE END OF PAVEMENT AND THE
 DF2097'JUNCTION OF COUNTY ROAD 101 FORKING TO THE LEFT.  TURN LEFT
 DF2097'GOING SOUTH ALONG COUNTY ROAD 101 FOR 0.6 MILE TO THE JUNCTION
 DF2097'OF COUNTY ROAD 104 FORKING TO THE LEFT.  CONTINUE GOING
 DF2097'SOUTHWESTERLY ALONG COUNTY ROAD 101 FOR 0.7 MILE TO THE
 DF2097'JUNCTION OF COUNTY ROAD 103 FORKING TO THE LEFT. CONTINUE GOING
 DF2097'WESTERLY ALONG COUNTY ROAD 101 FOR APPROXIMATELY 0.45 MILE TO
 DF2097'ITS TERMINATION AT THE APPROXIMATE JUNCTION OF UNPAVED
 DF2097'COUNTY ROAD 92129 CROSSING.  (A SECTION OF COUNTY ROAD 92129
 DF2097'TO THE RIGHT HAS BEEN ABANDONED, NO EVIDENCE OF THE OLD
 DF2097'JUNCTION WAS FOUND).  CONTINUE GOING WESTERLY ALONG COUNTY ROAD
 DF2097'92129 FOR 0.4 MILE TO THE BEGINNING OF PAVEMENT.  CONTINUE
 DF2097'GOING WEST ALONG COUNTY ROAD 92129 FOR 1.1 MILE TO THE
 DF2097'JUNCTION OF UNPAVED COUNTY ROAD 9 TO THE LEFT.  TURN LEFT GOING
 DF2097'SOUTHEAST ALONG COUNTY ROAD 9 FOR 0.8 MILE TO THE STATION ON
 DF2097'THE LEFT.
 DF2097'
 DF2097'THE STATION IS LOCATED 21 FEET NORTHEAST OF THE CENTERLINE OF
 DF2097'COUNTY ROAD 9, 32 FEET NORTH-NORTHWEST OF THE POINT OF
 DF2097'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 9 AND A DRIVEWAY
 DF2097'LEADING TO A HOUSE TO THE NORTHEAST, 27.5 FEET NORTHWEST OF A
 DF2097'CORNER FENCE POST AND SOUTHWESTERN GATE POST, 245 FEET NORTH-
 DF2097'NORTHWEST OF A POWER POLE, AND 2.2 FEET SOUTHWEST OF A WITNESS
 DF2097'POST AND A FENCE LINE.  IT IS A STANDARD BRASS DISK
 DF2097'STAMPED---066-204 1976---, SET IN THE TOP OF A 10 INCH
 DF2097'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2097'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2097'STAMPED---066-204 1976---, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2097'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE
 DF2097'GROUND.
 DF2097'
 DF2097'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2097'SOUTHEAST AROUND A LONG CURVE TO THE LEFT TO SOUTHWEST ALONG
 DF2097'COUNTY ROAD 9 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 DF2097'IS LOCATED 17 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 9,
 DF2097'41.3 FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 DF2097'76.O FEET NORTHWEST OF THE NORTHERN MOST CORNER OF AN OLD HOUSE,
 DF2097'78.O FEET NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF2097'ON THE SOUTHEAST SIDE OF A DRIVEWAY TO THE OLD HOUSE, AND 1.8
 DF2097'FEET SOUTH OF A WITNESS POST. IT IS A STANDARD DISK
 DF2097'STAMPED---066-204 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2097'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2097'GROUND.
 DF2097'
 DF2097'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2028 ***********************************************************************
 DF2028  DESIGNATION -  BV 066 205
 DF2028  PID         -  DF2028
 DF2028  STATE/COUNTY-  GA/GREENE
 DF2028  USGS QUAD   -  WOODVILLE (1981)
 DF2028
 DF2028                         *CURRENT SURVEY CONTROL
 DF2028  ___________________________________________________________________
 DF2028* NAD 83(1994)-  33 38 18.53735(N)    083 03 46.28297(W)     ADJUSTED  
 DF2028* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 DF2028  ___________________________________________________________________
 DF2028  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DF2028  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DF2028
 DF2028  HORZ ORDER  -  SECOND
 DF2028
 DF2028.The horizontal coordinates were established by classical geodetic methods
 DF2028.and adjusted by the National Geodetic Survey in September 1997..
 DF2028
 DF2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2028
 DF2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2028
 DF2028.The geoid height was determined by GEOID03.
 DF2028
 DF2028;                    North         East     Units Scale Factor Converg.
 DF2028;SPC GA E     -   403,768.694   116,863.610   MT  0.99998518   -0 29 47.3
 DF2028;SPC GA E     - 1,324,697.79    383,410.03   sFT  0.99998518   -0 29 47.3
 DF2028;UTM  17      - 3,723,981.182   308,680.377   MT  1.00005127   -1 08 35.0
 DF2028
 DF2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2028!SPC GA E     -   0.99997307  x   0.99998518  =   0.99995825
 DF2028!UTM  17      -   0.99997307  x   1.00005127  =   1.00002434
 DF2028
 DF2028:                Primary Azimuth Mark                     Grid Az
 DF2028:SPC GA E     -  FLUKER                                   019 03 29.6
 DF2028:UTM  17      -  FLUKER                                   019 42 17.3
 DF2028
 DF2028|---------------------------------------------------------------------|
 DF2028| PID    Reference Object                     Distance      Geod. Az  |
 DF2028|                                                           dddmmss.s |
 DF2028| DF2022 FLUKER                              APPROX. 5.1 KM 0183342.3 |
 DF2028| DF2027 BV 066 205 GADT 1976 PTA             19.667 METERS 07024     |
 DF2028| DF3276 BV 066 205 AZ MK                                   0755513.6 |
 DF2028|---------------------------------------------------------------------|
 DF2028
 DF2028                          SUPERSEDED SURVEY CONTROL
 DF2028
 DF2028  NAD 83(1986)-  33 38 18.54366(N)    083 03 46.28147(W) AD(       ) 2
 DF2028  NAD 27      -  33 38 18.09123(N)    083 03 46.73841(W) AD(       ) 2
 DF2028  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 DF2028
 DF2028.Superseded values are not recommended for survey control.
 DF2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2028.See file dsdata.txt to determine how the superseded data were derived.
 DF2028
 DF2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0868023981(NAD 83)
 DF2028_MARKER: DD = SURVEY DISK
 DF2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2028
 DF2028  HISTORY     - Date     Condition        Report By
 DF2028  HISTORY     - 1976     MONUMENTED       GADT
 DF2028
 DF2028                          STATION DESCRIPTION
 DF2028
 DF2028'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2028'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHEAST
 DF2028'OF UNION POINT, 3-1/2 MILES SOUTHEAST OF WOODVILLE, AND 7 MILES
 DF2028'EAST-SOUTHEAST OF PENFIELD ON COUNTY RIGHT OF WAY.
 DF2028'
 DF2028'TO REACH THE STATION FROM THE US POST OFFICE LOCATED AT THE
 DF2028'JUNCTION OF US HIGHWAY 278 (LAMB AVENUE) AND FLUKER STREET IN
 DF2028'UNION POINT, GO WEST ALONG US HIGHWAY 278 (STATE ROUTE 77) FOR
 DF2028'0.15 MILE TO THE JUNCTION OF STATE ROUTES 77 AND 44 TO THE
 DF2028'RIGHT. TURN RIGHT GOING NORTHWEST ALONG STATE ROUTES 44 AND 77
 DF2028'FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 44 TO THE RIGHT.
 DF2028'TURN RIGHT GOING NORTHEAST ALONG STATE ROUTE 44 FOR 1.25 MILES
 DF2028'TO THE JUNCTION OF DIRT COUNTY ROAD 137 TO THE RIGHT AND PAVED
 DF2028'COUNTY ROAD 137 TO THE LEFT. TURN LEFT GOING NORTH ALONG
 DF2028'COUNTY ROAD 137 FOR 0.5 MILE TO THE JUNCTION OF A GEORGIA
 DF2028'POWER COMPANY TRANSMISSION LINE CROSSING. CONTINUE NORTHEAST
 DF2028'ALONG COUNTY ROAD 137 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF2028'
 DF2028'THE STATION IS LOCATED 40 FEET NORTHWEST OF THE CENTER LINE OF
 DF2028'COUNTY ROAD 137, 80.8 FEET SOUTHWEST OF A POWER POLE, 88.6 FEET
 DF2028'NORTHEAST OF ANOTHER POWER POLE, 80.8 FEET NORTHWEST OF A BRACED
 DF2028'FENCE POST LOCATED ON THE SOUTHEAST SIDE OF COUNTY ROAD 137,
 DF2028'AND 3.2 FEET NORTH-NORTHWEST OF A WITNESS POST. IT IS A
 DF2028'STANDARD BRASS DISK STAMPED---066-205 1976---, SET IN THE TOP OF
 DF2028'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2028'OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2028'STAMPED---066-205 1976---, SET IN AN IRREGULAR MASS OF
 DF2028'CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE
 DF2028'GROUND.
 DF2028'
 DF2028'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2028'NORTHEAST ALONG COUNTY ROAD 137 FOR 0.15 MILE TO THE AZIMUTH
 DF2028'MARK ON THE RIGHT. IT IS LOCATED 39 FEET SOUTHEAST OF THE
 DF2028'CENTERLINE OF COUNTY ROAD 137, 272.6 FEET EAST-NORTHEAST OF THE
 DF2028'EASTERN MOST POST OF A GATE RECESSED IN A FENCELINE, 69.7 FEET
 DF2028'WEST-SOUTHWEST OF A FENCE CORNER POST, 145.5 FEET SOUTHWEST OF
 DF2028'AN 18 INCH CONCRETE CULVERT PIPE UNDER THE ROAD, AND 2.4 FEET
 DF2028'NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 DF2028'STANDARD DISK STAMPED---066-205 1976 AZMK---,SET IN THE TOP
 DF2028'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2028'SURFACE OF THE GROUND.
 DF2028'
 DF2028'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2062 ***********************************************************************
 DF2062  DESIGNATION -  BV 066 206
 DF2062  PID         -  DF2062
 DF2062  STATE/COUNTY-  GA/GREENE
 DF2062  USGS QUAD   -  UNION POINT (1985)
 DF2062
 DF2062                         *CURRENT SURVEY CONTROL
 DF2062  ___________________________________________________________________
 DF2062* NAD 83(1994)-  33 32 40.02115(N)    083 04 46.82035(W)     ADJUSTED  
 DF2062* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 DF2062  ___________________________________________________________________
 DF2062  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DF2062  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF2062
 DF2062  HORZ ORDER  -  SECOND
 DF2062
 DF2062.The horizontal coordinates were established by classical geodetic methods
 DF2062.and adjusted by the National Geodetic Survey in September 1997..
 DF2062
 DF2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2062
 DF2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2062
 DF2062.The geoid height was determined by GEOID03.
 DF2062
 DF2062;                    North         East     Units Scale Factor Converg.
 DF2062;SPC GA E     -   393,353.271   115,211.650   MT  0.99998860   -0 30 16.4
 DF2062;SPC GA E     - 1,290,526.52    377,990.22   sFT  0.99998860   -0 30 16.4
 DF2062;UTM  17      - 3,713,584.327   306,911.006   MT  1.00005967   -1 08 58.4
 DF2062
 DF2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2062!SPC GA E     -   0.99996991  x   0.99998860  =   0.99995851
 DF2062!UTM  17      -   0.99996991  x   1.00005967  =   1.00002958
 DF2062
 DF2062:                Primary Azimuth Mark                     Grid Az
 DF2062:SPC GA E     -  SILOAM MUN TANK                          179 14 42.9
 DF2062:UTM  17      -  SILOAM MUN TANK                          179 53 24.9
 DF2062
 DF2062|---------------------------------------------------------------------|
 DF2062| PID    Reference Object                     Distance      Geod. Az  |
 DF2062|                                                           dddmmss.s |
 DF2062| DF2061 SILOAM MUN TANK                     APPROX. 0.9 KM 1784426.5 |
 DF2062| DF3277 BV 066 206 AZ MK                                   1883228.0 |
 DF2062| DF2063 BV 066 206 GADT 1976 PTA             20.731 METERS 32753     |
 DF2062|---------------------------------------------------------------------|
 DF2062
 DF2062                          SUPERSEDED SURVEY CONTROL
 DF2062
 DF2062  NAD 83(1986)-  33 32 40.02703(N)    083 04 46.81918(W) AD(       ) 2
 DF2062  NAD 27      -  33 32 39.56257(N)    083 04 47.27206(W) AD(       ) 2
 DF2062  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 DF2062
 DF2062.Superseded values are not recommended for survey control.
 DF2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2062.See file dsdata.txt to determine how the superseded data were derived.
 DF2062
 DF2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0691113584(NAD 83)
 DF2062_MARKER: DD = SURVEY DISK
 DF2062_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF2062+WITH SETTING: PAVEMENT
 DF2062
 DF2062  HISTORY     - Date     Condition        Report By
 DF2062  HISTORY     - 1976     MONUMENTED       GADT
 DF2062
 DF2062                          STATION DESCRIPTION
 DF2062
 DF2062'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2062'THE STATION IS LOCATED IN SILOAM ON STATE RIGHT-OF-WAY.
 DF2062'
 DF2062'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15, AND
 DF2062'STATE ROUTE 77, AND THE AZIMUTH MARK IN SILOAM, GO NORTH ALONG
 DF2062'STATE ROUTE 77 FOR 0.55 MILE TO THE NORTH BRIDGE APPROACH SLAB
 DF2062'OF A BRIDGE OVER INTERSTATE 20 AND THE STATION.
 DF2062'
 DF2062'THE STATION IS LOCATED IN THE BRIDGE APPROACH SLAB 17.5 FEET
 DF2062'EAST OF THE CENTER LINE OF STATE ROUTE 77, 18.5 FEET EAST-
 DF2062'NORTHEAST OF THE JUNCTION OF THE CENTERLINE OF THE HIGHWAY AND
 DF2062'THE NORTH END OF THE BRIDGE, 30 FEET SOUTHEAST OF THE JUNCTION
 DF2062'OF THE CENTER LINE OF THE HIGHWAY AND THE NORTH END OF THE
 DF2062'BRIDGE APPROACH SLAB, 26.3 FEET SOUTH-SOUTHWEST OF THE NORTH
 DF2062'EAST CORNER OF THE BRIDGE APPROACH SLAB, 5.4 FEET NORTH-
 DF2062'NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE APPROACH SLAB
 DF2062'AND 8.6 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A
 DF2062'STANDARD BRASS DISK STAMPED---066-206 1976---, SET IN A 1-INCH
 DF2062'DRILL HOLE 1/4 INCH BELOW THE CONCRETE SURFACE OF THE APPROACH
 DF2062'SLAB.
 DF2062'
 DF2062'THE AZIMUTH MARK IS LOCATED 27 FEET SOUTH-SOUTHWEST OF THE
 DF2062'CENTERLINE OF STATE ROUTE 77 (STATE ROUTE 15), 2.4 FEET EAST OF
 DF2062'A (GREENSBORO-UNION POINT) DIRECTIONAL ROAD SIGN, 60.0 FEET WEST
 DF2062'SOUTHWEST OF THE EASTERN MOST COLUMN SUPPORTING THE ROOF OVER
 DF2062'HANG OF A STANDARD GAS STATION, 53.7 FEET SOUTHWEST OF THE
 DF2062'WESTERN MOST COLUMN OF THE STANDARD GAS STATION, 68.1 FEET
 DF2062'SOUTH-SOUTHWEST OF THE SOUTHWESTERN CORNER OF THE STANDARD GAS
 DF2062'STATION BUILDING, AND 3.1 FEET SOUTHEAST OF A WITNESS POST.
 DF2062'IT IS A STANDARD DISK STAMPED---066-206 1976 AZMK---, SET IN
 DF2062'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF2062'BELOW THE SURFACE OF THE GROUND.
 DF2062'
 DF2062'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2115 ***********************************************************************
 DF2115  DESIGNATION -  BV 066 207
 DF2115  PID         -  DF2115
 DF2115  STATE/COUNTY-  GA/GREENE
 DF2115  USGS QUAD   -  BUCKHEAD (1985)
 DF2115
 DF2115                         *CURRENT SURVEY CONTROL
 DF2115  ___________________________________________________________________
 DF2115* NAD 83(1994)-  33 35 47.11660(N)    083 17 47.90127(W)     ADJUSTED  
 DF2115* NAVD 88     -       187.0    (meters)     614.     (feet)  VERTCON   
 DF2115  ___________________________________________________________________
 DF2115  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DF2115  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF2115
 DF2115  HORZ ORDER  -  SECOND
 DF2115
 DF2115.The horizontal coordinates were established by classical geodetic methods
 DF2115.and adjusted by the National Geodetic Survey in September 1997..
 DF2115
 DF2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2115
 DF2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2115
 DF2115.The geoid height was determined by GEOID03.
 DF2115
 DF2115;                    North         East     Units Scale Factor Converg.
 DF2115;SPC GA E     -   399,316.008    95,124.464   MT  1.00003556   -0 37 31.1
 DF2115;SPC GA E     - 1,310,089.27    312,087.51   sFT  1.00003556   -0 37 31.1
 DF2115;UTM  17      - 3,719,773.588   286,890.314   MT  1.00015993   -1 16 16.7
 DF2115
 DF2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2115!SPC GA E     -   0.99997507  x   1.00003556  =   1.00001063
 DF2115!UTM  17      -   0.99997507  x   1.00015993  =   1.00013500
 DF2115
 DF2115:                Primary Azimuth Mark                     Grid Az
 DF2115:SPC GA E     -  BV 066 207 AZ MK                         110 02 23.8
 DF2115:UTM  17      -  BV 066 207 AZ MK                         110 41 09.4
 DF2115
 DF2115|---------------------------------------------------------------------|
 DF2115| PID    Reference Object                     Distance      Geod. Az  |
 DF2115|                                                           dddmmss.s |
 DF2115| DF3278 BV 066 207 AZ MK                                   1092452.7 |
 DF2115| DF2082 GREENSBORO CABLE TV MICROWAVE       APPROX.14.2 KM 1352622.1 |
 DF2115|---------------------------------------------------------------------|
 DF2115
 DF2115                          SUPERSEDED SURVEY CONTROL
 DF2115
 DF2115  NAD 83(1986)-  33 35 47.12239(N)    083 17 47.90007(W) AD(       ) 2
 DF2115  NAD 27      -  33 35 46.66557(N)    083 17 48.32614(W) AD(       ) 2
 DF2115  NGVD 29 (07/19/86)  187.1    (m)          614.     (f) VERT ANG       
 DF2115
 DF2115.Superseded values are not recommended for survey control.
 DF2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2115.See file dsdata.txt to determine how the superseded data were derived.
 DF2115
 DF2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8689019774(NAD 83)
 DF2115_MARKER: DD = SURVEY DISK
 DF2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2115
 DF2115  HISTORY     - Date     Condition        Report By
 DF2115  HISTORY     - 1976     MONUMENTED       GADT
 DF2115
 DF2115                          STATION DESCRIPTION
 DF2115
 DF2115'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2115'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES EAST-
 DF2115'NORTHEAST OF BUCKHEAD, 6-1/2 MILES WEST OF GREENSBORO, AND 8-1/2
 DF2115'MILES SOUTHWEST OF PENFIELD ON STATE RIGHT-OF-WAY.
 DF2115'
 DF2115'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF2115'ROUTES 12 AND 15) AND STATE ROUTE 44 TO THE SOUTH IN
 DF2115'GREENSBORO, GO WEST ALONG US HIGHWAY 278 (STATE ROUTES 12 AND
 DF2115'15) FOR 0.3 MILE TO THE JUNCTION OF STATE ROUTE 15 TO THE RIGHT.
 DF2115'CONTINUE WEST ALONG US HIGHWAY 278 (STATE ROUTE 12) FOR 2.95
 DF2115'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92615 FORKING TO
 DF2115'THE LEFT. CONTINUE WEST ALONG US HIGHWAY 278 FOR 2.25 MILES
 DF2115'TO THE WEST END OF A BRIDGE OVER THE OCONEE RIVER AND THE
 DF2115'JUNCTION OF PAVED COUNTY ROAD 35 TO THE LEFT. CONTINUE WEST
 DF2115'ALONG US HIGHWAY 278 FOR 1.3 MILES TO THE JUNCTION OF DIRT
 DF2115'COUNTY ROAD 161 TO THE RIGHT. CONTINUE WEST ALONG US
 DF2115'HIGHWAY 278 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF2115'CONTINUE WEST ALONG US HIGHWAY 278 FOR 0.15 MILE TO THE
 DF2115'STATION ON THE RIGHT.
 DF2115'
 DF2115'THE STATION IS LOCATED 46 FEET NORTH-NORTHEAST OF THE CENTER
 DF2115'LINE OF US HIGHWAY 278 (STATE ROUTE 12), 157 FEET EAST OF THE
 DF2115'POINT OF INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND
 DF2115'A FIELD ROAD TO THE SOUTH, 297.0 FEET WEST-NORTHWEST OF AN 8
 DF2115'INCH PINE TREE, 174.7 FEET EAST OF A FENCE CORNER POST ON THE
 DF2115'SOUTH SIDE OF US HIGHWAY 278, AND 4.0 FEET SOUTH OF A WITNESS
 DF2115'POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 DF2115'STAMPED---066-207 1976---, SET IN THE TOP OF A 10-INCH
 DF2115'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2115'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2115'STAMPED---066-207 1976---, SET IN AN IRREGULAR MASS OF
 DF2115'CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE
 DF2115'GROUND.
 DF2115'
 DF2115'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTH OF THE CENTER LINE
 DF2115'OF US HIGHWAY 278, 78.0 FEET WEST OF A POWER POLE, 194.8 FEET
 DF2115'SOUTHEAST OF A RIGHT OF WAY MARKER ON THE NORTH SIDE OF THE
 DF2115'HIGHWAY, 182.5 FEET SOUTHEAST OF THE SOUTHERN MOST POST AND
 DF2115'HINGE POST OF A METAL GATE ON THE NORTHSIDE OF THE HIGHWAY,
 DF2115'127.4 FEET WEST-SOUTHWEST OF A TELEPHONE POLE WITH AN
 DF2115'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON THE NORTH
 DF2115'SIDE OF THE HIGHWAY, AND 2.8 FEET SOUTH-SOUTHWEST OF A
 DF2115'WITNESS POST.  IT IS A STANDARD DISK STAMPED---066-207 1976
 DF2115'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2115'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2115'
 DF2115'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2086 ***********************************************************************
 DF2086  DESIGNATION -  BV 066 208
 DF2086  PID         -  DF2086
 DF2086  STATE/COUNTY-  GA/GREENE
 DF2086  USGS QUAD   -  GREENSBORO (1985)
 DF2086
 DF2086                         *CURRENT SURVEY CONTROL
 DF2086  ___________________________________________________________________
 DF2086* NAD 83(1994)-  33 35 40.22828(N)    083 12 37.83314(W)     ADJUSTED  
 DF2086* NAVD 88     -       198.2    (meters)     650.     (feet)  VERTCON   
 DF2086  ___________________________________________________________________
 DF2086  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DF2086  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DF2086
 DF2086  HORZ ORDER  -  SECOND
 DF2086
 DF2086.The horizontal coordinates were established by classical geodetic methods
 DF2086.and adjusted by the National Geodetic Survey in September 1997..
 DF2086
 DF2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2086
 DF2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2086
 DF2086.The geoid height was determined by GEOID03.
 DF2086
 DF2086;                    North         East     Units Scale Factor Converg.
 DF2086;SPC GA E     -   399,019.862   103,116.625   MT  1.00001568   -0 34 39.4
 DF2086;SPC GA E     - 1,309,117.66    338,308.46   sFT  1.00001568   -0 34 39.4
 DF2086;UTM  17      - 3,719,387.316   294,879.537   MT  1.00011874   -1 13 24.7
 DF2086
 DF2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2086!SPC GA E     -   0.99997332  x   1.00001568  =   0.99998900
 DF2086!UTM  17      -   0.99997332  x   1.00011874  =   1.00009206
 DF2086
 DF2086:                Primary Azimuth Mark                     Grid Az
 DF2086:SPC GA E     -  BV 066 208 AZ MK                         029 44 20.3
 DF2086:UTM  17      -  BV 066 208 AZ MK                         030 23 05.6
 DF2086
 DF2086|---------------------------------------------------------------------|
 DF2086| PID    Reference Object                     Distance      Geod. Az  |
 DF2086|                                                           dddmmss.s |
 DF2086| DF3279 BV 066 208 AZ MK                                   0290940.9 |
 DF2086| DF2079 GREENSBORO MUN TANK                 APPROX. 3.5 KM 1280301.2 |
 DF2086| DF2083 GREENSBORO SW MUN TANK              APPROX. 3.2 KM 1465048.8 |
 DF2086|---------------------------------------------------------------------|
 DF2086
 DF2086                          SUPERSEDED SURVEY CONTROL
 DF2086
 DF2086  NAD 83(1986)-  33 35 40.23417(N)    083 12 37.83195(W) AD(       ) 2
 DF2086  NAD 27      -  33 35 39.77651(N)    083 12 38.26810(W) AD(       ) 2
 DF2086  NGVD 29 (07/19/86)  198.3    (m)          651.     (f) VERT ANG       
 DF2086
 DF2086.Superseded values are not recommended for survey control.
 DF2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2086.See file dsdata.txt to determine how the superseded data were derived.
 DF2086
 DF2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9488019387(NAD 83)
 DF2086_MARKER: DD = SURVEY DISK
 DF2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2086
 DF2086  HISTORY     - Date     Condition        Report By
 DF2086  HISTORY     - 1976     MONUMENTED       GADT
 DF2086
 DF2086                          STATION DESCRIPTION
 DF2086
 DF2086'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2086'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHWEST OF
 DF2086'GREENSBORO, 7-3/4 MILES WEST-SOUTHWEST OF UNION POINT, AND
 DF2086'9 MILES EAST-NORTHEAST OF BUCKHEAD ON COUNTY RIGHT OF WAY.
 DF2086'
 DF2086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF2086'(STATE ROUTE 12) AND STATE ROUTE 15 LOCATED ON THE WEST SIDE
 DF2086'OF GREENSBORO, GO NORTHERLY ALONG STATE ROUTE 15 FOR 2.15
 DF2086'MILES TO THE JUNCTION OF A PAVED ROAD TO THE LEFT. TURN LEFT
 DF2086'GOING SOUTHWEST ALONG THE PAVED ROAD FOR 0.8 MILE TO THE
 DF2086'AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHWEST ALONG THE PAVED
 DF2086'ROAD FOR 0.2 MILE TO THE JUNCTION OF A DRIVEW1Y TO THE LEFT,
 DF2086'A CHICKEN HOUSE ON THE LEFT, AND THE STATION ON THE LEFT.
 DF2086'
 DF2086'THE STATION IS LOCATED 36 FEET EAST-SOUTHEAST OF THE CENTER
 DF2086'LINE OF THE ROAD, 400 FEET WEST OF THE SOUTHWEST CORNER OF
 DF2086'THE CHICKEN HOUSE, 56.6 FEET NORTH OF THE NORTHERN MOST POST
 DF2086'OF A GATE FOR THE DRIVEWAY, 19.7 FEET NORTHWEST OF A POWER
 DF2086'POLE, 76 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2086'CENTERLINES OF THE PAVED ROAD AND THE DRIVEWAY, AND 2.8 FEET
 DF2086'WEST OF A WITNESS POST SET AT A FENCE LINE.  IT IS A STANDARD
 DF2086'BRASS DISK STAMPED---066-208 1976---, SET IN THE TOP OF A 10
 DF2086'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2086'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2086'STAMPED---066-208 1976---, SET IN AN IRREGULAR MASS OF
 DF2086'CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE
 DF2086'GROUND.
 DF2086'
 DF2086'THE AZIMUTH MARK IS LOCATED 37.5 FEET NORTHWEST OF THE CENTER
 DF2086'LINE OF THE ROAD, 65.0 FEET NORTHEAST OF THE NORTHEASTERN
 DF2086'MOST POST OF A METAL GATE, 103.4 FEET SOUTHWEST OF THE SOUTH-
 DF2086'WESTERNMOST POST OF A SINGLE FENCELINE BRACE, 171.4 FEET WEST OF
 DF2086'A POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD AND 2.5 FEET
 DF2086'SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DF2086'STANDARD DISK STAMPED---066-208 1976 AZMK---, SET IN THE TOP OF
 DF2086'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2086'OF THE GROUND.
 DF2086'
 DF2086'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2064 ***********************************************************************
 DF2064  DESIGNATION -  BV 066 209
 DF2064  PID         -  DF2064
 DF2064  STATE/COUNTY-  GA/GREENE
 DF2064  USGS QUAD   -  UNION POINT (1985)
 DF2064
 DF2064                         *CURRENT SURVEY CONTROL
 DF2064  ___________________________________________________________________
 DF2064* NAD 83(1994)-  33 35 49.70733(N)    083 06 49.42369(W)     ADJUSTED  
 DF2064* NAVD 88     -       208.     (meters)     682.     (feet)  VERTCON   
 DF2064  ___________________________________________________________________
 DF2064  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DF2064  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DF2064
 DF2064  HORZ ORDER  -  SECOND
 DF2064
 DF2064.The horizontal coordinates were established by classical geodetic methods
 DF2064.and adjusted by the National Geodetic Survey in September 1997..
 DF2064
 DF2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2064
 DF2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2064
 DF2064.The geoid height was determined by GEOID03.
 DF2064
 DF2064;                    North         East     Units Scale Factor Converg.
 DF2064;SPC GA E     -   399,225.532   112,102.225   MT  0.99999522   -0 31 26.7
 DF2064;SPC GA E     - 1,309,792.43    367,788.72   sFT  0.99999522   -0 31 26.7
 DF2064;UTM  17      - 3,719,491.687   303,867.703   MT  1.00007427   -1 10 12.0
 DF2064
 DF2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2064!SPC GA E     -   0.99997180  x   0.99999522  =   0.99996702
 DF2064!UTM  17      -   0.99997180  x   1.00007427  =   1.00004607
 DF2064
 DF2064:                Primary Azimuth Mark                     Grid Az
 DF2064:SPC GA E     -  BV 066 209 AZ MK                         216 19 28.2
 DF2064:UTM  17      -  BV 066 209 AZ MK                         216 58 13.5
 DF2064
 DF2064|---------------------------------------------------------------------|
 DF2064| PID    Reference Object                     Distance      Geod. Az  |
 DF2064|                                                           dddmmss.s |
 DF2064| DF3280 BV 066 209 AZ MK                                   2154801.5 |
 DF2064| DF2065 BV 066 209 GADT 1976 PTA             27.066 METERS 35549     |
 DF2064|---------------------------------------------------------------------|
 DF2064
 DF2064                          SUPERSEDED SURVEY CONTROL
 DF2064
 DF2064  NAD 83(1986)-  33 35 49.71320(N)    083 06 49.42248(W) AD(       ) 2
 DF2064  NAD 27      -  33 35 49.25392(N)    083 06 49.87089(W) AD(       ) 2
 DF2064  NGVD 29 (07/19/86)  208.     (m)          682.     (f) VERT ANG       
 DF2064
 DF2064.Superseded values are not recommended for survey control.
 DF2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2064.See file dsdata.txt to determine how the superseded data were derived.
 DF2064
 DF2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0386819492(NAD 83)
 DF2064_MARKER: DD = SURVEY DISK
 DF2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2064
 DF2064  HISTORY     - Date     Condition        Report By
 DF2064  HISTORY     - 1976     MONUMENTED       GADT
 DF2064
 DF2064                          STATION DESCRIPTION
 DF2064
 DF2064'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2064'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 DF2064'UNION POINT, 5-1/4 MILES SOUTH OF WOODVILLE, AND 4 MILES
 DF2064'NORTH-NORTHWEST OF SILOAM ON THE PROPERTY OF J.O. EMONDS.
 DF2064'
 DF2064'TO REACH THE STATION FROM THE US POST OFFICE LOCATED AT THE
 DF2064'JUNCTION OF US HIGHWAY 278 (STATE ROUTE 12), LAMB STREET, AND
 DF2064'FLUKER STREET IN UNION POINT, GO WEST ALONG US HIGHWAY 278
 DF2064'(STATE ROUTE 12) FOR 0.15 MILE TO THE JUNCTION OF STATE ROUTE
 DF2064'77 (STATE ROUTE 44) TO THE RIGHT. CONTINUE WEST ALONG U.S.
 DF2064'HIGHWAY 278 FOR 1.35 MILES TO THE BETHEL BAPTIST CHURCH ON THE
 DF2064'LEFT. CONTINUE GOING WEST ALONG US HIGHWAY 278 FOR 1.1 MILES
 DF2064'TO THE JUNCTION OF PAVED COUNTY ROAD 110 CROSSING. TURN LEFT
 DF2064'GOING SOUTHEAST ALONG COUNTY ROAD 110 FOR 0.25 MILE TO THE
 DF2064'JUNCTION OF DIRT COUNTY ROAD 108 TO THE RIGHT. TURN RIGHT
 DF2064'GOING SOUTH ALONG DIRT COUNTY ROAD 108 FOR 0.2 MILE TO THE
 DF2064'JUNCTION OF DIRT COUNTY ROAD 105 TO THE LEFT. TURN LEFT GOING
 DF2064'SOUTHEAST ALONG DIRT COUNTY ROAD 105 FOR 0.05 MILE TO THE
 DF2064'STATION ON THE LEFT.
 DF2064'
 DF2064'THE STATION IS LOCATED 22 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2064'OF COUNTY ROAD 105, APPROXIMATELY 400 FEET SOUTHEAST OF THE
 DF2064'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 108
 DF2064'AND 105, 81.0 FEET SOUTHEAST OF TWIN 8 INCH PINE TREES, 16.9
 DF2064'FEET WEST-SOUTHWEST OF TWIN 6 INCH PINE TREES, 234.5 FEET
 DF2064'NORTH-NORTHWEST OF THE EASTERN MOST END OF AN 18 INCH CONCRETE
 DF2064'CULVERT PIPE UNDER THE ROAD, AND 3.0 FEET EAST-NORTHEAST OF A
 DF2064'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---066-209
 DF2064'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2064'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF2064'UNDERGROUND STATION IS A STANDARD DISK STAMPED---066-209
 DF2064'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2064'0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF2064'
 DF2064'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 108
 DF2064'AND COUNTY ROAD 105, GO SOUTHEASTERLY ALONG COUNTY ROAD 108 FOR
 DF2064'0.35 MILE TO A GREEN TWO-TONE MOBILE HOME BELONGING TO F.
 DF2064'EDWARDS AND THE AZIMUTH MARK ON THE RIGHT ON TOP OF A 5-FOOT
 DF2064'CUT BANK.  IT IS LOCATED 23 FEET NORTHWEST OF THE CENTERLINE OF
 DF2064'COUNTY ROAD 108, 46.3 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 DF2064'THE CONCRETE COVER OF A WELL,
 DF2064'94.0 FEET SOUTHWEST OF THE SOUTHWEST
 DF2064'END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A DRIVEWAY
 DF2064'TO THE MOBILE HOME, 148.3 FEET SOUTHEAST OF A POWER POLE AT
 DF2064'A FENCELINE ON THE SOUTHWEST SIDE OF THE MOBILE HOME, 204.7
 DF2064'FEET NORTHEAST OF A TELEPHONE POLE WITH AN UNDERGROUND
 DF2064'TELEPHONE CABLE PEDESTAL
 DF2064'ATTACHED ON THE SOUTH SIDE OF THE ROAD, AND 1.8 FEET
 DF2064'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2064'STAMPED---066-209 1976 AZMK---, SET IN THE TOP OF A 10
 DF2064'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2064'THE GROUND.
 DF2064'
 DF2064'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2076 ***********************************************************************
 DF2076  DESIGNATION -  BV 066 210
 DF2076  PID         -  DF2076
 DF2076  STATE/COUNTY-  GA/GREENE
 DF2076  USGS QUAD   -  GREENSBORO (1985)
 DF2076
 DF2076                         *CURRENT SURVEY CONTROL
 DF2076  ___________________________________________________________________
 DF2076* NAD 83(1994)-  33 34 44.22832(N)    083 09 54.44459(W)     ADJUSTED  
 DF2076* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 DF2076  ___________________________________________________________________
 DF2076  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DF2076  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF2076
 DF2076  HORZ ORDER  -  SECOND
 DF2076
 DF2076.The horizontal coordinates were established by classical geodetic methods
 DF2076.and adjusted by the National Geodetic Survey in September 1997..
 DF2076
 DF2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2076
 DF2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2076
 DF2076.The geoid height was determined by GEOID03.
 DF2076
 DF2076;                    North         East     Units Scale Factor Converg.
 DF2076;SPC GA E     -   397,253.043   107,312.599   MT  1.00000588   -0 33 08.2
 DF2076;SPC GA E     - 1,303,321.03    352,074.75   sFT  1.00000588   -0 33 08.2
 DF2076;UTM  17      - 3,717,573.141   299,055.738   MT  1.00009783   -1 11 52.4
 DF2076
 DF2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2076!SPC GA E     -   0.99997321  x   1.00000588  =   0.99997909
 DF2076!UTM  17      -   0.99997321  x   1.00009783  =   1.00007103
 DF2076
 DF2076:                Primary Azimuth Mark                     Grid Az
 DF2076:SPC GA E     -  BV 066 210 AZ MK                         212 01 54.8
 DF2076:UTM  17      -  BV 066 210 AZ MK                         212 40 39.0
 DF2076
 DF2076|---------------------------------------------------------------------|
 DF2076| PID    Reference Object                     Distance      Geod. Az  |
 DF2076|                                                           dddmmss.s |
 DF2076| DF3281 BV 066 210 AZ MK                                   2112846.6 |
 DF2076| DF2077 BV 066 210 GADT 1976 PTA             24.999 METERS 23226     |
 DF2076|---------------------------------------------------------------------|
 DF2076
 DF2076                          SUPERSEDED SURVEY CONTROL
 DF2076
 DF2076  NAD 83(1986)-  33 34 44.23421(N)    083 09 54.44337(W) AD(       ) 2
 DF2076  NAD 27      -  33 34 43.77402(N)    083 09 54.88675(W) AD(       ) 2
 DF2076  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 DF2076
 DF2076.Superseded values are not recommended for survey control.
 DF2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2076.See file dsdata.txt to determine how the superseded data were derived.
 DF2076
 DF2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9905617573(NAD 83)
 DF2076_MARKER: DD = SURVEY DISK
 DF2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2076
 DF2076  HISTORY     - Date     Condition        Report By
 DF2076  HISTORY     - 1976     MONUMENTED       GADT
 DF2076
 DF2076                          STATION DESCRIPTION
 DF2076
 DF2076'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2076'THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF GREENSBORO,
 DF2076'5-1/2 MILES WEST-NORTHWEST OF SILOAM, AND 5-3/4 MILES WEST-
 DF2076'SOUTHWEST OF UNION POINT ON THE PROPERTY OF THE BANK OF
 DF2076'GREENSBORO.
 DF2076'
 DF2076'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF2076'ROUTES 12 AND 44) AND STATE ROUTE 15 TO THE SOUTHEAST IN
 DF2076'GREENSBORO, GO EAST ALONG US 278 (STATE ROUTES 12 AND 44) FOR
 DF2076'0.85 MILE TO HERITAGE DRIVE TO THE RIGHT. TURN RIGHT GOING
 DF2076'SOUTH ON HERITAGE DRIVE FOR 0.2 MILE TO THE END OF THE STREET
 DF2076'AT A DRIVEWAY TO APARTMENT BUILDINGS TO THE LEFT AND THE
 DF2076'STATION ON THE LEFT.
 DF2076'
 DF2076'THE STATION IS LOCATED 24 FEET EAST OF THE CENTERLINE OF
 DF2076'HERITAGE DRIVE, 39.5 FEET WEST OF THE SOUTHWEST CORNER OF A
 DF2076'BRICK APARTMENT BUILDING, 93.0 FEET SOUTH-SOUTHEAST OF ANOTHER
 DF2076'BRICK APARTMENT BUILDING ON THE WEST SIDE OF THE STREET, 69.0
 DF2076'FEET EAST-SOUTHEAST OF A 10 INCH PERSIMMON TREE ON THE WEST
 DF2076'SIDE OF THE STREET, 4.0 FEET WEST OF A 2 INCH WHITE PINE TREE,
 DF2076'7.9 FEET SOUTHEAST OF ANOTHER 2 INCH WHITE PINE TREE, AND 15
 DF2076'FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO THE
 DF2076'APARTMENT BUILDING.  IT IS A STANDARD BRASS DISK
 DF2076'STAMPED---066-210 1976---, SET IN THE TOP OF A 10 INCH
 DF2076'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2076'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2076'STAMPED---066-210 1976---, SET IN AN IRREGULAR MASS OF
 DF2076'CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE
 DF2076'GROUND.
 DF2076'
 DF2076'THE AZIMUTH MARK IS LOCATED ON THE PROPERTY OF W.L. STONE. TO
 DF2076'REACH THE AZIMUTH MARK FROM THE JUNCTION
 DF2076'OF US HIGHWAY 278 (STATE ROUTES 12 AND 44)
 DF2076'AND STATE ROUTE 15 TO THE SOUTHEAST, GO
 DF2076'SOUTHEAST ALONG STATE ROUTE 15 FOR 0.6 MILE TO A DRIVEWAY
 DF2076'LEADING TO THE RESIDENCE OF W.L. STONE TO THE LEFT. TURN LEFT
 DF2076'GOING NORTHWEST ALONG THE DRIVEWAY FOR 0.05 MILE TO THE AZIMUTH
 DF2076'MARK ON THE LEFT.  IT IS LOCATED 42.7 FEET SOUTH OF THE
 DF2076'NORTHEAST CORNER OF A CONCRETE BLOCK BARN, 1.8 FEET EAST OF A
 DF2076'WITNESS POST SET AT THE EAST WALL OF THE BARN, 12.6 FEET
 DF2076'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE BARN, AND
 DF2076'117.8 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE W.L.
 DF2076'STONE RESIDENCE.  IT IS A STANDARD DISK STAMPED---066-210
 DF2076'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2076'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2076'
 DF2076'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2085 ***********************************************************************
 DF2085  DESIGNATION -  BV 066 211
 DF2085  PID         -  DF2085
 DF2085  STATE/COUNTY-  GA/GREENE
 DF2085  USGS QUAD   -  GREENSBORO (1985)
 DF2085
 DF2085                         *CURRENT SURVEY CONTROL
 DF2085  ___________________________________________________________________
 DF2085* NAD 83(1994)-  33 33 30.21006(N)    083 12 31.17804(W)     ADJUSTED  
 DF2085* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 DF2085  ___________________________________________________________________
 DF2085  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DF2085  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF2085
 DF2085  HORZ ORDER  -  SECOND
 DF2085
 DF2085.The horizontal coordinates were established by classical geodetic methods
 DF2085.and adjusted by the National Geodetic Survey in September 1997..
 DF2085
 DF2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2085
 DF2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2085
 DF2085.The geoid height was determined by GEOID03.
 DF2085
 DF2085;                    North         East     Units Scale Factor Converg.
 DF2085;SPC GA E     -   395,012.458   103,247.920   MT  1.00001537   -0 34 33.8
 DF2085;SPC GA E     - 1,295,970.04    338,739.22   sFT  1.00001537   -0 34 33.8
 DF2085;UTM  17      - 3,715,378.274   294,965.678   MT  1.00011830   -1 13 16.8
 DF2085
 DF2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2085!SPC GA E     -   0.99997657  x   1.00001537  =   0.99999194
 DF2085!UTM  17      -   0.99997657  x   1.00011830  =   1.00009487
 DF2085
 DF2085:                Primary Azimuth Mark                     Grid Az
 DF2085:SPC GA E     -  BV 066 211 AZ MK                         205 57 03.9
 DF2085:UTM  17      -  BV 066 211 AZ MK                         206 35 46.9
 DF2085
 DF2085|---------------------------------------------------------------------|
 DF2085| PID    Reference Object                     Distance      Geod. Az  |
 DF2085|                                                           dddmmss.s |
 DF2085| DF3282 BV 066 211 AZ MK                                   2052230.1 |
 DF2085|---------------------------------------------------------------------|
 DF2085
 DF2085                          SUPERSEDED SURVEY CONTROL
 DF2085
 DF2085  NAD 83(1986)-  33 33 30.21597(N)    083 12 31.17684(W) AD(       ) 2
 DF2085  NAD 27      -  33 33 29.75474(N)    083 12 31.61494(W) AD(       ) 2
 DF2085  NGVD 29 (07/19/86)  177.5    (m)          582.     (f) VERT ANG       
 DF2085
 DF2085.Superseded values are not recommended for survey control.
 DF2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2085.See file dsdata.txt to determine how the superseded data were derived.
 DF2085
 DF2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9496615378(NAD 83)
 DF2085_MARKER: DD = SURVEY DISK
 DF2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2085
 DF2085  HISTORY     - Date     Condition        Report By
 DF2085  HISTORY     - 1976     MONUMENTED       GADT
 DF2085
 DF2085                          STATION DESCRIPTION
 DF2085
 DF2085'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2085'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF
 DF2085'GREENSBORO, 7-1/2 MILES WEST OF SILOAM, AND 8-1/2 MILES
 DF2085'SOUTHWEST OF UNION POINT ON COUNTY RIGHT OF WAY.
 DF2085'
 DF2085'TO REACH THE STATION FROM THE US POST OFFICE IN GREENSBORO,
 DF2085'GO SOUTH ALONG STATE ROUTE 44 FOR 2.6 MILES TO THE JUNCTION OF
 DF2085'PAVED COUNTY ROAD 39 TO THE RIGHT. TURN RIGHT GOING WEST TO
 DF2085'NORTHWEST ALONG COUNTY ROAD 39 FOR 0.65 MILE TO THE NORTH END
 DF2085'OF A BRIDGE OVER A RAILROAD TRACK. CONTINUE NORTHWEST ALONG
 DF2085'COUNTY ROAD 39 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF2085'CONTINUE NORTHWEST ALONG COUNTY ROAD 39 FOR 0.25 MILE TO THE
 DF2085'STATION ON THE RIGHT.
 DF2085'
 DF2085'THE STATION IS LOCATED 27 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DF2085'OF COUNTY ROAD 39, 94.0 FEET SOUTHWEST OF A FENCE CORNER POST,
 DF2085'111.0 FEET NORTH-NORTHEAST OF THE LATCH POST OF A METAL GATE,
 DF2085'79.0 FEET SOUTHWEST OF A TELEPHONE POLE, AND 3.0 FEET WEST-
 DF2085'NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 DF2085'STANDARD BRASS DISK STAMPED---066-211 1976---, SET IN THE TOP OF
 DF2085'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2085'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2085'STAMPED---066-211 1976---, SET IN AN IRREGULAR MASS OF
 DF2085'CONCRETE APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE
 DF2085'GROUND.
 DF2085'
 DF2085'THE AZIMUTH MARK IS LOCATED 41 FEET WEST-NORTHWEST OF THE
 DF2085'CENTER LINE OF COUNTY ROAD 39, 124 FEET NORTH-NORTHWEST OF THE
 DF2085'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A
 DF2085'DRIVEWAY TO THE WEST, 104.9 FEET NORTH OF A POWER POLE ON THE
 DF2085'NORTH SIDE OF THE DRIVEWAY, 94.6 FEET NORTH-NORTHEAST OF
 DF2085'FENCE CORNER POST, AND 4.3 FEET EAST-SOUTHEAST OF A WITNESS
 DF2085'POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 DF2085'STAMPED---066-211 1976 AZMK---, SET IN THE TOP OF A 10-INCH
 DF2085'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2085'GROUND.
 DF2085'
 DF2085'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2084 ***********************************************************************
 DF2084  DESIGNATION -  BV 066 212
 DF2084  PID         -  DF2084
 DF2084  STATE/COUNTY-  GA/GREENE
 DF2084  USGS QUAD   -  GREENSBORO (1985)
 DF2084
 DF2084                         *CURRENT SURVEY CONTROL
 DF2084  ___________________________________________________________________
 DF2084* NAD 83(1994)-  33 32 47.73310(N)    083 12 28.75138(W)     ADJUSTED  
 DF2084* NAVD 88     -       175.4    (meters)     575.     (feet)  VERTCON   
 DF2084  ___________________________________________________________________
 DF2084  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DF2084  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DF2084
 DF2084  HORZ ORDER  -  SECOND
 DF2084
 DF2084.The horizontal coordinates were established by classical geodetic methods
 DF2084.and adjusted by the National Geodetic Survey in September 1997..
 DF2084
 DF2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2084
 DF2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2084
 DF2084.The geoid height was determined by GEOID03.
 DF2084
 DF2084;                    North         East     Units Scale Factor Converg.
 DF2084;SPC GA E     -   393,703.180   103,297.365   MT  1.00001525   -0 34 31.8
 DF2084;SPC GA E     - 1,291,674.52    338,901.44   sFT  1.00001525   -0 34 31.8
 DF2084;UTM  17      - 3,714,068.387   295,000.380   MT  1.00011813   -1 13 14.1
 DF2084
 DF2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2084!SPC GA E     -   0.99997688  x   1.00001525  =   0.99999213
 DF2084!UTM  17      -   0.99997688  x   1.00011813  =   1.00009501
 DF2084
 DF2084:                Primary Azimuth Mark                     Grid Az
 DF2084:SPC GA E     -  BV 066 212 AZ MK                         162 11 56.1
 DF2084:UTM  17      -  BV 066 212 AZ MK                         162 50 38.4
 DF2084
 DF2084|---------------------------------------------------------------------|
 DF2084| PID    Reference Object                     Distance      Geod. Az  |
 DF2084|                                                           dddmmss.s |
 DF2084| DF3283 BV 066 212 AZ MK                                   1613724.3 |
 DF2084|---------------------------------------------------------------------|
 DF2084
 DF2084                          SUPERSEDED SURVEY CONTROL
 DF2084
 DF2084  NAD 83(1986)-  33 32 47.73901(N)    083 12 28.75018(W) AD(       ) 2
 DF2084  NAD 27      -  33 32 47.27713(N)    083 12 29.18818(W) AD(       ) 2
 DF2084  NGVD 29 (07/19/86)  175.5    (m)          576.     (f) VERT ANG       
 DF2084
 DF2084.Superseded values are not recommended for survey control.
 DF2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2084.See file dsdata.txt to determine how the superseded data were derived.
 DF2084
 DF2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9500014068(NAD 83)
 DF2084_MARKER: DD = SURVEY DISK
 DF2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2084
 DF2084  HISTORY     - Date     Condition        Report By
 DF2084  HISTORY     - 1976     MONUMENTED       GADT
 DF2084
 DF2084                          STATION DESCRIPTION
 DF2084
 DF2084'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2084'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 DF2084'GREENSBORO, 7-1/4 MILES WEST OF SILOAM, AND 9 MILES EAST OF
 DF2084'BUCKHEAD ON COUNTY RIGHT OF WAY.
 DF2084'
 DF2084'TO REACH THE STATION FROM THE US POST OFFICE IN GREENSBORO, GO
 DF2084'SOUTH ALONG STATE ROUTE 44 FOR 2.6 MILES TO THE JUNCTION OF
 DF2084'PAVED COUNTY ROAD 39 TO THE RIGHT. TURN RIGHT GOING WEST ALONG
 DF2084'COUNTY ROAD 39 FOR 0.15 MILE TO THE JUNCTION OF A PAVED
 DF2084'DRIVEWAY LEADING TO A GAS FOR LESS SERVICE STATION FORKING TO
 DF2084'THE LEFT. TURN LEFT GOING WEST ALONG THE PAVED DRIVEWAY FOR
 DF2084'0.1 MILE TO THE SOUTHERN MOST SERVICE ISLAND OF THE SERVICE
 DF2084'STATION AND THE STATION ON THE LEFT ON TOP OF A 15 FOOT CUT
 DF2084'BANK.
 DF2084'
 DF2084'THE STATION IS LOCATED 6.0 FEET SOUTHEAST OF AN INTERSTATE 20
 DF2084'RIGHT OF WAY FENCELINE, 80.0 FEET SOUTHEAST OF THE SOUTHERN
 DF2084'MOST ONE OF SIX POLES SUPPORTING A LARGE (GAS FOR LESS) SIGN,
 DF2084'140.0 FEET SOUTH OF THE WESTERN MOST COLUMN SUPPORTING A COVER
 DF2084'OVER THE SOUTHERN MOST SERVICE ISLAND, 154.8 FEET SOUTH-
 DF2084'SOUTHWEST OF THE EASTERN MOST COLUMN OF THE SERVICE ISLAND,
 DF2084'AND 3.4 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A
 DF2084'STANDARD BRASS DISK STAMPED---066-212 1976---, SET IN THE TOP
 DF2084'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2084'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2084'STANDARD DISK STAMPED---066-212 1976---, SET IN AN IRREGULAR
 DF2084'MASS OF CONCRETE APPROXIMATELY 0.89 METER BELOW THE
 DF2084'SURFACE OF THE GROUND.
 DF2084'
 DF2084'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 39,
 DF2084'AND STATE ROUTE 44, GO SOUTH ALONG STATE ROUTE 44 FOR 0.25
 DF2084'MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 28 FEET
 DF2084'WEST-NORTHWEST OF THE CENTERLINE OF STATE ROUTE 44, 105 FEET
 DF2084'NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2084'COUNTY ROAD 39, AND STATE ROUTE 44, 2.7 FEET NORTHEAST OF AN
 DF2084'INTERSTATE 20 RIGHT OF WAY FENCELINE, 12 .0 FEET NORTHEAST OF
 DF2084'A POWER POLE, AND 3.2 FEET NORTH OF A WITNESS POST SET AT THE
 DF2084'END POST OF THE FENCELINE.  IT IS A STANDARD DISK
 DF2084'STAMPED---066-212 1976 AZMK---, SET IN THE TOP OF A 10-INCH
 DF2084'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2084'GROUND.
 DF2084'
 DF2084'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2087 ***********************************************************************
 DF2087  DESIGNATION -  BV 066 213
 DF2087  PID         -  DF2087
 DF2087  STATE/COUNTY-  GA/GREENE
 DF2087  USGS QUAD   -  GREENSBORO (1985)
 DF2087
 DF2087                         *CURRENT SURVEY CONTROL
 DF2087  ___________________________________________________________________
 DF2087* NAD 83(1994)-  33 32 17.41938(N)    083 14 07.85483(W)     ADJUSTED  
 DF2087* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 DF2087  ___________________________________________________________________
 DF2087  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DF2087  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DF2087
 DF2087  HORZ ORDER  -  SECOND
 DF2087
 DF2087.The horizontal coordinates were established by classical geodetic methods
 DF2087.and adjusted by the National Geodetic Survey in September 1997..
 DF2087
 DF2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2087
 DF2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2087
 DF2087.The geoid height was determined by GEOID03.
 DF2087
 DF2087;                    North         East     Units Scale Factor Converg.
 DF2087;SPC GA E     -   392,795.279   100,731.154   MT  1.00002145   -0 35 26.1
 DF2087;SPC GA E     - 1,288,695.84    330,482.13   sFT  1.00002145   -0 35 26.1
 DF2087;UTM  17      - 3,713,189.340   292,423.837   MT  1.00013124   -1 14 08.0
 DF2087
 DF2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2087!SPC GA E     -   0.99997616  x   1.00002145  =   0.99999761
 DF2087!UTM  17      -   0.99997616  x   1.00013124  =   1.00010739
 DF2087
 DF2087:                Primary Azimuth Mark                     Grid Az
 DF2087:SPC GA E     -  BV 066 214                               258 08 31.3
 DF2087:UTM  17      -  BV 066 214                               258 47 13.2
 DF2087
 DF2087|---------------------------------------------------------------------|
 DF2087| PID    Reference Object                     Distance      Geod. Az  |
 DF2087|                                                           dddmmss.s |
 DF2087| DF2123 BV 066 214                          APPROX. 1.6 KM 2573305.2 |
 DF2087|---------------------------------------------------------------------|
 DF2087
 DF2087                          SUPERSEDED SURVEY CONTROL
 DF2087
 DF2087  NAD 83(1986)-  33 32 17.42527(N)    083 14 07.85363(W) AD(       ) 2
 DF2087  NAD 27      -  33 32 16.96309(N)    083 14 08.28678(W) AD(       ) 2
 DF2087  NGVD 29 (07/19/86)  180.1    (m)          591.     (f) VERT ANG       
 DF2087
 DF2087.Superseded values are not recommended for survey control.
 DF2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2087.See file dsdata.txt to determine how the superseded data were derived.
 DF2087
 DF2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9242413189(NAD 83)
 DF2087_MARKER: DD = SURVEY DISK
 DF2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2087
 DF2087  HISTORY     - Date     Condition        Report By
 DF2087  HISTORY     - 1976     MONUMENTED       GADT
 DF2087
 DF2087                          STATION DESCRIPTION
 DF2087
 DF2087'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2087'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 DF2087'GREENSBORO, 7-1/2 MILES EAST-SOUTHEAST OF BUCKHEAD, AND 8-3/4
 DF2087'MILES WEST OF SILOAM ON STATE RIGHT OF WAY.
 DF2087'
 DF2087'TO REACH THE STATION FROM THE US POST OFFICE IN GREENSBORO, GO
 DF2087'SOUTH ALONG STATE ROUTE 44 FOR 2.6 MILES TO THE JUNCTION OF
 DF2087'PAVED COUNTY ROAD 39 TO THE RIGHT. TURN RIGHT GOING WEST TO
 DF2087'NORTH ALONG COUNTY ROAD 39 FOR 0.4 MILE TO THE JUNCTION OF
 DF2087'PAVED COUNTY ROAD 38 TO THE LEFT. TURN LEFT GOING WEST ALONG
 DF2087'COUNTY ROAD 38 FOR 0.1 MILE TO THE END OF PAVEMENT.  CONTINUE
 DF2087'WEST ALONG DIRT COUNTY ROAD 38 FOR 1.45 MILES TO THE JUNCTION
 DF2087'OF PAVED COUNTY ROAD 49 TO THE RIGHT. CONTINUE WEST ALONG DIRT
 DF2087'COUNTY ROAD 38 FOR 0.35 MILE TO THE SOUTH END OF A BRIDGE
 DF2087'OVER INTERSTATE 20 AND THE STATION ON THE LEFT.
 DF2087'
 DF2087'THE STATION IS LOCATED ON A 12 FOOT INTERSTATE HIGHWAY CUT
 DF2087'BANK, 105 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTER
 DF2087'LINE OF THE ROAD AND THE SOUTHERN EDGE OF THE SOUTHERN
 DF2087'BRIDGE APPROACH SLAB, 98.0 FEET EAST-NORTHEAST OF THE
 DF2087'BEGINNING POST OF AN INTERSTATE 20 RIGHT OF WAY FENCE LINE
 DF2087'ON THE EAST SIDE OF COUNTY ROAD 38, 56.2 FEET EAST-
 DF2087'NORTHEAST OF A RIGHT OF WAY MARKER, 134.0 FEET NORTH-NORTHEAST
 DF2087'OF ANOTHER RIGHT OF WAY MARKER, AND 9.0 FEET NORTH OF A
 DF2087'WITNESS POST SET AT THE RIGHT OF WAY FENCELINE.  IT IS A
 DF2087'STANDARD BRASS DISK STAMPED---066-213 1976---, SET IN THE
 DF2087'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW
 DF2087'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2087'STANDARD DISK STAMPED---066-213 1976---, SET IN AN IRREGULAR
 DF2087'MASS OF CONCRETE APPROXIMATELY 0.95 METER BELOW THE
 DF2087'SURFACE OF THE GROUND.
 DF2087'
 DF2087'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG
 DF2087'DIRT COUNTY ROAD 138 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 DF2087'LEFT ON TOP OF A 12 FOOT CUT BANK.  IT IS LOCATED 44 FEET EAST-
 DF2087'SOUTHEAST OF THE CENTERLINE OF DIRT COUNTY ROAD 138, 102.3
 DF2087'FEET EAST-SOUTHEAST OF A RIGHT OF WAY MARKER ON THE NORTHWEST
 DF2087'SIDE OF THE ROAD, 141.3 FEET SOUTH OF ANOTHER RIGHT-OF-WAY
 DF2087'MARKER ON THE NORTHWEST SIDE OF THE ROAD, 97.3 FEET SOUTH
 DF2087'SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD, 143
 DF2087'FEET SOUTH OF THE POINT OF INTERSECTION OF THE CENTER LINES
 DF2087'OF DIRT COUNTY ROAD 138 AND A DIRT DRIVEWAY LEADING TO A
 DF2087'HOUSE TO THE NORTHWEST, AND 2.6 FEET EAST-SOUTHEAST OF A
 DF2087'WITNESS POST.  IT IS A STANDARD DISK STAMPED---066-213
 DF2087'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2087'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2087'
 DF2087'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2123 ***********************************************************************
 DF2123  DESIGNATION -  BV 066 214
 DF2123  PID         -  DF2123
 DF2123  STATE/COUNTY-  GA/GREENE
 DF2123  USGS QUAD   -  BUCKHEAD (1985)
 DF2123
 DF2123                         *CURRENT SURVEY CONTROL
 DF2123  ___________________________________________________________________
 DF2123* NAD 83(1994)-  33 32 06.53631(N)    083 15 06.70283(W)     ADJUSTED  
 DF2123* NAVD 88     -       179.4    (meters)     589.     (feet)  VERTCON   
 DF2123  ___________________________________________________________________
 DF2123  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DF2123  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DF2123
 DF2123  HORZ ORDER  -  SECOND
 DF2123
 DF2123.The horizontal coordinates were established by classical geodetic methods
 DF2123.and adjusted by the National Geodetic Survey in September 1997..
 DF2123
 DF2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2123
 DF2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2123
 DF2123.The geoid height was determined by GEOID03.
 DF2123
 DF2123;                    North         East     Units Scale Factor Converg.
 DF2123;SPC GA E     -   392,475.757    99,209.384   MT  1.00002520   -0 35 58.4
 DF2123;SPC GA E     - 1,287,647.55    325,489.45   sFT  1.00002520   -0 35 58.4
 DF2123;UTM  17      - 3,712,886.934   290,898.397   MT  1.00013908   -1 14 40.2
 DF2123
 DF2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2123!SPC GA E     -   0.99997625  x   1.00002520  =   1.00000145
 DF2123!UTM  17      -   0.99997625  x   1.00013908  =   1.00011532
 DF2123
 DF2123:                Primary Azimuth Mark                     Grid Az
 DF2123:SPC GA E     -  BV 066 214 AZ MK                         187 38 39.3
 DF2123:UTM  17      -  BV 066 214 AZ MK                         188 17 21.1
 DF2123
 DF2123|---------------------------------------------------------------------|
 DF2123| PID    Reference Object                     Distance      Geod. Az  |
 DF2123|                                                           dddmmss.s |
 DF2123| DF3285 BV 066 214 AZ MK                                   1870240.9 |
 DF2123| DF2124 BM 39 RXS                             7.779 METERS 26311     |
 DF2123|---------------------------------------------------------------------|
 DF2123
 DF2123                          SUPERSEDED SURVEY CONTROL
 DF2123
 DF2123  NAD 83(1986)-  33 32 06.54218(N)    083 15 06.70164(W) AD(       ) 2
 DF2123  NAD 27      -  33 32 06.08024(N)    083 15 07.13124(W) AD(       ) 2
 DF2123  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 DF2123
 DF2123.Superseded values are not recommended for survey control.
 DF2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2123.See file dsdata.txt to determine how the superseded data were derived.
 DF2123
 DF2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9089812887(NAD 83)
 DF2123_MARKER: DD = SURVEY DISK
 DF2123_SETTING: 0 = UNSPECIFIED SETTING
 DF2123
 DF2123  HISTORY     - Date     Condition        Report By
 DF2123  HISTORY     - 1976     MONUMENTED       GADT
 DF2123
 DF2123                          STATION DESCRIPTION
 DF2123
 DF2123'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2123'THE STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF GREENSBORO, 6-3/4
 DF2123'MILES EAST-SOUTHEAST OF BUCKHEAD, AND 9-3/4 MIL5S WEST OF
 DF2123'SILOAM ON STATE RIGHT OF WAY.
 DF2123'
 DF2123'TO REACH THE STATION FROM THE US POST OFFICE IN GREENSBORO,
 DF2123'GO SOUTH ALONG STATE ROUTE 44 FOR 2.6 MILES TO THE JUNCTION OF
 DF2123'PAVED COUNTY ROAD 39 TO THE RIGHT. TURN RIGHT GOING WEST ALONG
 DF2123'COUNTY ROAD 39 FOR 0.4 MILE TO THE JUNCTION OF PAVED COUNTY
 DF2123'ROAD 38 TO THE LEFT. TURN LEFT GOING WEST ALONG PAVED COUNTY
 DF2123'ROAD 38 FOR 0.1 MILE TO THE END OF PAVEMENT. CONTINUE GOING
 DF2123'WEST ALONG DIRT COUNTY ROAD 38 FOR 1.45 MILES TO THE JUNCTION
 DF2123'OF PAVED COUNTY ROAD 49 TO THE RIGHT. CONTINUE GOING WEST
 DF2123'ALONG DIRT COUNTY ROAD 38 FOR 0.25 MILE TO THE NORTH END OF A
 DF2123'BRIDGE OVER INTERSTATE 20. CONTINUE GOING SOUTHWEST ALONG
 DF2123'DIRT COUNTY ROAD 38 FOR 1.3 MILES TO ITS TERMINATION AT THE
 DF2123'JUCNTION OF PAVED COUNTY ROAD 92615 CROSSING AND THE
 DF2123'AZIMUTH MARK ON THE RIGHT. TURN RIGHT GOING NORTH ALONG
 DF2123'PAVED COUNTY ROAD 92615 FOR 0.2 MILE TO THE SOUTH END OF A
 DF2123'BRIDGE OVER INTERSTATE 20 AND THE STATION ON THE RIGHT.
 DF2123'
 DF2123'THE STATION IS LOCATED 9 FEET EAST OF THE CENTER LINE OF THE
 DF2123'SOUTH APPROACH SLAB OF THE BRIDGE, 23.0 FEET EAST OF THE
 DF2123'NORTHWEST CORNER OF THE BRIDGE APPROACH SLAB, 4.6 FEET SOUTHWEST
 DF2123'OF THE NORTHEAST CORNER OF THE CONCRETE BRIDGE APPROACH SLAB,
 DF2123'74.0 FEET SOUTHEAST OF THE WEST END OF A METAL EXPANSION JOINT
 DF2123'COVER PLATE ON THE BRIDGE ROADWAY DECK, AND 9.9 FEET WEST-
 DF2123'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2123'STAMPED---066-214 1976---, SET IN A 1 INCH DRILL HOLE IN THE
 DF2123'BRIDGE APPROACH SLAB FLUSH WITH THE CONCRETE SURFACE.
 DF2123'
 DF2123'BM 39 RXS 1971 USGS IS LOCATED 17 FEET WEST OF THE CENTER LINE
 DF2123'OF THE BRIDGE SOUTH APPROACH SLAB, 8.0 FEET SOUTHWEST OF THE
 DF2123'NORTHWEST CORNER OF THE APPROACH SLAB, 30.0 FEET WEST-SOUTHWEST
 DF2123'OF THE NORTHEAST CORNER OF THE BRIDGE APPROACH SLAB,
 DF2123'AND 34.5 FEET
 DF2123'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE APPROACH SLAB.  IT
 DF2123'IS A STANDARD US GEOLOGICAL SURVEY BENCH MARK DISK
 DF2123'STAMPED---39 RXS 1971---, SET IN A 1 INCH DRILL HOLE IN THE
 DF2123'SOUTHWEST WING WALL OF THE BRIDGE FLUSH WITH THE CONCRETE
 DF2123'SURFACE.
 DF2123'
 DF2123'THE AZIMUTH MARK IS LOCATED 40 FEET EAST OF THE CENTERLINE OF
 DF2123'PAVED COUNTY ROAD 92615, 74 FEET NORTHWEST OF THE CENTERLINE OF
 DF2123'DIRT COUNTY ROAD 38, 74.5 FEET NORTH-NORTHEAST OF THE NORTH END
 DF2123'OF A 24 INCH CONCRETE CULVERT PIPE UNDER COUNTY ROAD 38, 12.4
 DF2123'FEET NORTH-NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF COUNTY
 DF2123'ROAD 38, AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 DF2123'DISK STAMPED---066-214 1976 AZMK---, SET IN THE TOP OF A
 DF2123'10-INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2123'THE GROUND.
 DF2123'
 DF2123'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2080 ***********************************************************************
 DF2080  DESIGNATION -  BV 066 215
 DF2080  PID         -  DF2080
 DF2080  STATE/COUNTY-  GA/GREENE
 DF2080  USGS QUAD   -  GREENSBORO (1985)
 DF2080
 DF2080                         *CURRENT SURVEY CONTROL
 DF2080  ___________________________________________________________________
 DF2080* NAD 83(1994)-  33 30 35.45206(N)    083 11 16.65156(W)     ADJUSTED  
 DF2080* NAVD 88     -       190.     (meters)     623.     (feet)  VERTCON   
 DF2080  ___________________________________________________________________
 DF2080  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DF2080  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DF2080
 DF2080  HORZ ORDER  -  SECOND
 DF2080
 DF2080.The horizontal coordinates were established by classical geodetic methods
 DF2080.and adjusted by the National Geodetic Survey in September 1997..
 DF2080
 DF2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2080
 DF2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2080
 DF2080.The geoid height was determined by GEOID03.
 DF2080
 DF2080;                    North         East     Units Scale Factor Converg.
 DF2080;SPC GA E     -   389,609.329   105,117.199   MT  1.00001096   -0 33 50.0
 DF2080;SPC GA E     - 1,278,243.27    344,872.01   sFT  1.00001096   -0 33 50.0
 DF2080;UTM  17      - 3,709,953.902   296,774.207   MT  1.00010920   -1 12 30.0
 DF2080
 DF2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2080!SPC GA E     -   0.99997460  x   1.00001096  =   0.99998556
 DF2080!UTM  17      -   0.99997460  x   1.00010920  =   1.00008379
 DF2080
 DF2080:                Primary Azimuth Mark                     Grid Az
 DF2080:SPC GA E     -  BV 066 215 AZ MK                         019 50 09.9
 DF2080:UTM  17      -  BV 066 215 AZ MK                         020 28 49.9
 DF2080
 DF2080|---------------------------------------------------------------------|
 DF2080| PID    Reference Object                     Distance      Geod. Az  |
 DF2080|                                                           dddmmss.s |
 DF2080| DF3286 BV 066 215 AZ MK                                   0191619.9 |
 DF2080| DF2081 BV 066 215 GADT 1976 PTA             28.026 METERS 32737     |
 DF2080|---------------------------------------------------------------------|
 DF2080
 DF2080                          SUPERSEDED SURVEY CONTROL
 DF2080
 DF2080  NAD 83(1986)-  33 30 35.45756(N)    083 11 16.65008(W) AD(       ) 2
 DF2080  NAD 27      -  33 30 34.98669(N)    083 11 17.08975(W) AD(       ) 2
 DF2080  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 DF2080
 DF2080.Superseded values are not recommended for survey control.
 DF2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2080.See file dsdata.txt to determine how the superseded data were derived.
 DF2080
 DF2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9677409954(NAD 83)
 DF2080_MARKER: DD = SURVEY DISK
 DF2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2080
 DF2080  HISTORY     - Date     Condition        Report By
 DF2080  HISTORY     - 1976     MONUMENTED       GADT
 DF2080
 DF2080                          STATION DESCRIPTION
 DF2080
 DF2080'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2080'MILES WEST-SOUTHWEST OF SILOAM, AND 9 MILES WEST-NORTHWEST OF
 DF2080'WHITE PLAINS ON COUNTY RIGHT OF WAY.
 DF2080'
 DF2080'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278
 DF2080'(STATE ROUTES 15 AND 12) AND STATE ROUTE 44 TO THE SOUTH IN
 DF2080'GREENSBORO, GO EAST ALONG US HIGHWAY 278 (STATE ROUTES 15 AND
 DF2080'12) AND STATE ROUTE 44 FOR 0.15 MILES TO THE JUNCTION OF
 DF2080'WALNUT STREET TO THE LEFT, AND PAVED COUNTY ROAD 90925 TO THE
 DF2080'RIGHT. TURN RIGHT GOING SOUTH ALONG PAVED COUNTY ROAD 90925
 DF2080'FOR 2.3 MILES TO THE SOUTH END OF A BRIDGE OVER INTERSTATE 20.
 DF2080'CONTINUE SOUTH ALONG COUNTY ROAD 90925 FOR 0.1 MILE TO THE
 DF2080'JUNCTION OF PAVED COUNTY ROAD 63 TO THE RIGHT.  TURN RIGHT
 DF2080'GOING SOUTHWESTERLY ALONG PAVED COUNTY ROAD 63 FOR 2.0 MILES
 DF2080'TO THE JUNCTION OF DIRT COUNTY ROAD 67 TO THE LEFT.
 DF2080'CONTINUE SOUTH ALONG PAVED COUNTY ROAD 63 FOR 0.7 MILE TO
 DF2080'THE AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHWESTERLY ALONG
 DF2080'PAVED COUNTY ROAD 63 FOR 0.4 MILE TO THE JUNCTION OF PAVED
 DF2080'COUNTY ROAD 64 TO THE RIGHT. CONTINUE SOUTH ALONG PAVED
 DF2080'COUNTY ROAD 63 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DF2080'
 DF2080'THE STATION IS LOCATED 38 FEET EAST-NORTHEAST OF THE CENTER
 DF2080'LINE OF COUNTY ROAD 63, 142.5 FEET SOUTH-SOUTHEAST OF A 3 INCH
 DF2080'OAK TREE, 122.3 FEET NORTH-NORTHWEST OF A 6-INCH PINE TREE,
 DF2080'91.6 FEET NORTHEAST OF A POWER POLE ON THE SOUTHWEST SIDE OF
 DF2080'THE ROAD, AND 2.0 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT
 DF2080'A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---066-215
 DF2080'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2080'2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2080'STATION IS A STANDARD DISK STAMPED---066-215 1976---, SET IN
 DF2080'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.92 METER BELOW
 DF2080'THE SURFACE OF THE GROUND.
 DF2080'
 DF2080'THE AZIMUTH MARK IS LOCATED 37 FEET NORTHWEST OF THE CENTER
 DF2080'LINE OF COUNTY ROAD 63, 36.5 FEET NORTHEAST OF THE NORTHEASTERN
 DF2080'MOST POST AND HINGE POST OF A METAL GATE, 11.0 FEET SOUTH-
 DF2080'SOUTHWEST OF A FENCE CORNER POST AT AN OBLIQUE JUNCTION OF
 DF2080'FENCELINES, 138.6 FEET NORTHWEST OF A POWER POLE IN A FIELD ON
 DF2080'THE SOUTHEAST SIDE OF THE ROAD, AND 2.3 FEET SOUTHEAST OF A
 DF2080'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 DF2080'STAMPED---066-215 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2080'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2080'GROUND.
 DF2080'
 DF2080'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2227 ***********************************************************************
 DF2227  DESIGNATION -  BV 066 216
 DF2227  PID         -  DF2227
 DF2227  STATE/COUNTY-  GA/GREENE
 DF2227  USGS QUAD   -  WHITE PLAINS (1981)
 DF2227
 DF2227                         *CURRENT SURVEY CONTROL
 DF2227  ___________________________________________________________________
 DF2227* NAD 83(1994)-  33 29 33.78456(N)    083 01 33.68180(W)     ADJUSTED  
 DF2227* NAVD 88     -       211.     (meters)     692.     (feet)  VERTCON   
 DF2227  ___________________________________________________________________
 DF2227  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DF2227  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF2227
 DF2227  HORZ ORDER  -  SECOND
 DF2227
 DF2227.The horizontal coordinates were established by classical geodetic methods
 DF2227.and adjusted by the National Geodetic Survey in September 1997..
 DF2227
 DF2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2227
 DF2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2227
 DF2227.The geoid height was determined by GEOID03.
 DF2227
 DF2227;                    North         East     Units Scale Factor Converg.
 DF2227;SPC GA E     -   387,573.173   120,146.570   MT  0.99997859   -0 28 27.3
 DF2227;SPC GA E     - 1,271,562.99    394,180.87   sFT  0.99997859   -0 28 27.3
 DF2227;UTM  17      - 3,707,748.703   311,780.906   MT  1.00003678   -1 07 06.1
 DF2227
 DF2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2227!SPC GA E     -   0.99997132  x   0.99997859  =   0.99994991
 DF2227!UTM  17      -   0.99997132  x   1.00003678  =   1.00000809
 DF2227
 DF2227:                Primary Azimuth Mark                     Grid Az
 DF2227:SPC GA E     -  BV 066 216 AZ MK                         121 25 31.4
 DF2227:UTM  17      -  BV 066 216 AZ MK                         122 04 10.2
 DF2227
 DF2227|---------------------------------------------------------------------|
 DF2227| PID    Reference Object                     Distance      Geod. Az  |
 DF2227|                                                           dddmmss.s |
 DF2227| DF3287 BV 066 216 AZ MK                                   1205704.1 |
 DF2227| DF2229 WHITE PLAINS MUN TANK               APPROX. 2.5 KM 1995555.0 |
 DF2227| DF2228 BV 066 216 GADT 1976 PTA             18.256 METERS 21943     |
 DF2227|---------------------------------------------------------------------|
 DF2227
 DF2227                          SUPERSEDED SURVEY CONTROL
 DF2227
 DF2227  NAD 83(1986)-  33 29 33.78997(N)    083 01 33.68039(W) AD(       ) 2
 DF2227  NAD 27      -  33 29 33.31247(N)    083 01 34.13767(W) AD(       ) 2
 DF2227  NGVD 29 (07/19/86)  211.     (m)          692.     (f) VERT ANG       
 DF2227
 DF2227.Superseded values are not recommended for survey control.
 DF2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2227.See file dsdata.txt to determine how the superseded data were derived.
 DF2227
 DF2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1178107749(NAD 83)
 DF2227_MARKER: DD = SURVEY DISK
 DF2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2227
 DF2227  HISTORY     - Date     Condition        Report By
 DF2227  HISTORY     - 1976     MONUMENTED       GADT
 DF2227
 DF2227                          STATION DESCRIPTION
 DF2227
 DF2227'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2227'THE STATION IS ABOUT 1-1/2 MILES NORTH-NORTHEAST OF WHITE
 DF2227'PLAINS, 4-1/2 MILES SOUTHEAST OF SILOAM, AND 9 MILES SOUTHWEST
 DF2227'OF CRAWFORDVILLE ON THE PROPERTY OF J.W. ELLEY.
 DF2227'
 DF2227'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 DF2227'COUNTY ROAD 92131 LOCATED ABOUT 150 FEET EAST OF THE US POST
 DF2227'OFFICE IN WHITE PLAINS, GO NORTH ALONG STATE ROUTE 15 FOR 0.9
 DF2227'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 94 FORKING TO THE
 DF2227'RIGHT. TURN RIGHT GOING NORTHERLY ALONG DIRT COUNTY ROAD 94
 DF2227'FOR 1 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 87 CROSSING.
 DF2227'TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 87 FOR 0.4 MILE
 DF2227'TO THE STATION ON THE RIGHT.
 DF2227'
 DF2227'THE STATION IS LOCATED IN A PASTURE NEAR 3 FENCELINE GATES
 DF2227'AND TWO FENCELINE JUNCTIONS, 631 FEET SOUTHWEST OF THE CENTER
 DF2227'LINE OF COUNTY ROAD 87, 27.3 FEET EAST-SOUTHEAST OF THE
 DF2227'SOUTHWESTERN HINGE POST OF A DOUBLE HUNG CHAINLINK GATE IN A
 DF2227'NORTHEAST-SOUTHWEST FENCE LINE, 31.3 FEET SOUTHEAST OF THE
 DF2227'NORTHEASTERN HINGE POST OF THE GATE AND CORNER FENCE POST,
 DF2227'7.4 FEET EAST-NORTHEAST OF THE TERMINAL END POST OF A
 DF2227'SOUTHEAST- NORTHWEST FENCELINE AT A GAP, 66.5 FEET NORTHWEST OF
 DF2227'A 26 INCH OAK TREE, AND 2.8 FEET NORTHEAST OF A WITNESS POST
 DF2227'SET AT THE FENCELINE WITH THE GAP.  IT IS A STANDARD BRASS
 DF2227'DISK STAMPED---066-216 1976---, SET IN THE TOP OF A
 DF2227'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2227'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2227'STANDARD DISK STAMPED---066-216 1976---, SET IN AN
 DF2227'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.89 METER BELOW THE
 DF2227'SURFACE OF THE GROUND.
 DF2227'
 DF2227'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2227'SOUTHEAST ALONG COUNTY ROAD 87 FOR 0.55 MILE TO THE JUNCTION OF
 DF2227'PAVED COUNTY ROAD 93 CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 DF2227'IT IS LOCATED 79 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 DF2227'CENTER LINES OF COUNTY ROADS 87 AND 93, 27 FEET WEST-SOUTHWEST
 DF2227'OF THE CENTERLINE OF COUNTY ROAD 87, 70 FEET SOUTH-SOUTHEAST OF
 DF2227'THE CENTER LINE OF COUNTY ROAD 93, 94.0 FEET WEST-NORTHWEST OF
 DF2227'A POWER POLE ON THE NORTHEAST SIDE OF COUNTY ROAD 87, AND 2.0
 DF2227'FEET EAST-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT
 DF2227'IS A STANDARD DISK STAMPED---066-216 1976 AZMK---, SET IN THE
 DF2227'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2227'SURFACE OF THE GROUND.
 DF2227'
 DF2227'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2101 ***********************************************************************
 DF2101  DESIGNATION -  BV 066 217
 DF2101  PID         -  DF2101
 DF2101  STATE/COUNTY-  GA/GREENE
 DF2101  USGS QUAD   -  PENFIELD (1981)
 DF2101
 DF2101                         *CURRENT SURVEY CONTROL
 DF2101  ___________________________________________________________________
 DF2101* NAD 83(1994)-  33 37 35.94325(N)    083 10 02.12997(W)     ADJUSTED  
 DF2101* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 DF2101  ___________________________________________________________________
 DF2101  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DF2101  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DF2101
 DF2101  HORZ ORDER  -  SECOND
 DF2101
 DF2101.The horizontal coordinates were established by classical geodetic methods
 DF2101.and adjusted by the National Geodetic Survey in September 1997..
 DF2101
 DF2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2101
 DF2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2101
 DF2101.The geoid height was determined by GEOID03.
 DF2101
 DF2101;                    North         East     Units Scale Factor Converg.
 DF2101;SPC GA E     -   402,545.242   107,165.549   MT  1.00000621   -0 33 14.9
 DF2101;SPC GA E     - 1,320,683.85    351,592.31   sFT  1.00000621   -0 33 14.9
 DF2101;UTM  17      - 3,722,867.149   298,968.360   MT  1.00009826   -1 12 02.1
 DF2101
 DF2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2101!SPC GA E     -   0.99997306  x   1.00000621  =   0.99997927
 DF2101!UTM  17      -   0.99997306  x   1.00009826  =   1.00007132
 DF2101
 DF2101:                Primary Azimuth Mark                     Grid Az
 DF2101:SPC GA E     -  BV 066 217 AZ MK                         179 03 47.7
 DF2101:UTM  17      -  BV 066 217 AZ MK                         179 42 34.9
 DF2101
 DF2101|---------------------------------------------------------------------|
 DF2101| PID    Reference Object                     Distance      Geod. Az  |
 DF2101|                                                           dddmmss.s |
 DF2101| DF3288 BV 066 217 AZ MK                                   1783032.8 |
 DF2101| DF2102 BV 066 217 GADT 1976 PTA             11.374 METERS 22153     |
 DF2101|---------------------------------------------------------------------|
 DF2101
 DF2101                          SUPERSEDED SURVEY CONTROL
 DF2101
 DF2101  NAD 83(1986)-  33 37 35.94912(N)    083 10 02.12873(W) AD(       ) 2
 DF2101  NAD 27      -  33 37 35.49315(N)    083 10 02.57103(W) AD(       ) 2
 DF2101  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 DF2101
 DF2101.Superseded values are not recommended for survey control.
 DF2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2101.See file dsdata.txt to determine how the superseded data were derived.
 DF2101
 DF2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9896822867(NAD 83)
 DF2101_MARKER: DD = SURVEY DISK
 DF2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2101
 DF2101  HISTORY     - Date     Condition        Report By
 DF2101  HISTORY     - 1976     MONUMENTED       GADT
 DF2101
 DF2101                          STATION DESCRIPTION
 DF2101
 DF2101'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2101'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHEAST OF PENFIELD,
 DF2101'4-3/4 MILES SOUTHWEST OF WOODVILLE, AND 3-1/2 MILES NORTH OF
 DF2101'GREENSBORO ON THE PROPERTY OF L.A. HIGDON.
 DF2101'
 DF2101'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF2101'ROUTES 12 AND 15) AND STATE ROUTE 44 TO THE SOUTH IN GREENSBORO
 DF2101'GO EAST ALONG US HIGHWAY 278, AND STATE ROUTE 44 FOR 0.1 MILE TO
 DF2101'THE JUNCTION OF COUNTY ROAD 90925 (NORTHEAST STREET) TO THE
 DF2101'LEFT. TURN LEFT GOING NORTH ALONG COUTY ROAD 90925 FOR 2.9 MILES
 DF2101'TO A BRIDGE OVER RICHLAND CREEK. CONTINUE GOING NORTH ALONG
 DF2101'COUNTY ROAD 90925 FOR 1.0 MILE TO A BRICK HOUSE ON THE RIGHT
 DF2101'AND THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING NORTH ALONG
 DF2101'COUNTY ROAD 90925 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY
 DF2101'ROAD 1 TO THE LEFT. CONTINUE NORTH ALONG COUNTY ROAD 90925
 DF2101'FOR 0.15 MILE TO A HOUSE ON THE RIGHT AND THE STATION ON THE
 DF2101'RIGHT.
 DF2101'
 DF2101'THE STATION IS LOCATED IN A PASTURE 164 FEET EAST OF THE CENTER
 DF2101'LINE OF COUNTY ROAD 90925, 65.9 FEET SOUTH-SOUTHWEST OF THE
 DF2101'SOUTHEAST CORNER OF THE YELLOW FRAME AND BRICK RESIDENCE OF
 DF2101'DIANA ELLISON, 122.5 FEET EAST OF A POWER POLE IN THE NORTHWEST
 DF2101'CORNER OF THE PASTURE, 45.4 FEET EAST-SOUTHEAST OF A TELEPHONE
 DF2101'POLE, AND 3.2 FEET SOUTH OF A WITNESS POST SET AT A FENCELINE.
 DF2101'IT IS A STANDARD BRASS DISK STAMPED---066-217 1976---, SET IN
 DF2101'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2101'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2101'STANDARD DISK STAMPED---066-217 1976---, SET IN AN IRREGULAR
 DF2101'MASS OF CONCRETE APPROXIMATELY 0.89 METER BELOW THE
 DF2101'SURFACE OF THE GROUND.
 DF2101'
 DF2101'THE AZIMUTH MARK IS LOCATED 35 FEET WEST-SOUTHWEST OF THE CENTER
 DF2101'LINE OF COUNTY ROAD 90925, 51.0 FEET NORTH-NORTHWEST OF A
 DF2101'TELEPHONE POLE BESIDE A POWER POLE, 77.0 FEET WEST OF A FENCE
 DF2101'CORNER POST ON THE EAST SIDE OF THE ROAD, AND 2.8 FEET EAST
 DF2101'NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 DF2101'DISK STAMPED---066-217 1976 AZMK---, SET IN THE TOP OF A 10
 DF2101'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2101'THE GROUND.
 DF2101'
 DF2101'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2235 ***********************************************************************
 DF2235  DESIGNATION -  BV 066 218
 DF2235  PID         -  DF2235
 DF2235  STATE/COUNTY-  GA/GREENE
 DF2235  USGS QUAD   -  WHITE PLAINS (1981)
 DF2235
 DF2235                         *CURRENT SURVEY CONTROL
 DF2235  ___________________________________________________________________
 DF2235* NAD 83(1994)-  33 27 17.52012(N)    083 05 56.53867(W)     ADJUSTED  
 DF2235* NAVD 88     -       194.4    (meters)     638.     (feet)  VERTCON   
 DF2235  ___________________________________________________________________
 DF2235  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DF2235  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF2235
 DF2235  HORZ ORDER  -  FIRST
 DF2235
 DF2235.The horizontal coordinates were established by classical geodetic methods
 DF2235.and adjusted by the National Geodetic Survey in September 1997..
 DF2235
 DF2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2235
 DF2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2235
 DF2235.The geoid height was determined by GEOID03.
 DF2235
 DF2235;                    North         East     Units Scale Factor Converg.
 DF2235;SPC GA E     -   383,433.731   113,323.857   MT  0.99999259   -0 30 50.5
 DF2235;SPC GA E     - 1,257,982.17    371,796.69   sFT  0.99999259   -0 30 50.5
 DF2235;UTM  17      - 3,703,685.909   304,911.650   MT  1.00006925   -1 09 27.1
 DF2235
 DF2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2235!SPC GA E     -   0.99997389  x   0.99999259  =   0.99996648
 DF2235!UTM  17      -   0.99997389  x   1.00006925  =   1.00004313
 DF2235
 DF2235:                Primary Azimuth Mark                     Grid Az
 DF2235:SPC GA E     -  BV 066 218 AZ MK                         134 55 32.3
 DF2235:UTM  17      -  BV 066 218 AZ MK                         135 34 08.9
 DF2235
 DF2235|---------------------------------------------------------------------|
 DF2235| PID    Reference Object                     Distance      Geod. Az  |
 DF2235|                                                           dddmmss.s |
 DF2235| DF3289 BV 066 218 AZ MK                                   1342441.8 |
 DF2235| DF2236 SILOAM                              APPROX. 4.1 KM 3401512.8 |
 DF2235|---------------------------------------------------------------------|
 DF2235
 DF2235                          SUPERSEDED SURVEY CONTROL
 DF2235
 DF2235  NAD 83(1986)-  33 27 17.52556(N)    083 05 56.53730(W) AD(       ) 1
 DF2235  NAD 27      -  33 27 17.04668(N)    083 05 56.98935(W) AD(       ) 1
 DF2235  NGVD 29 (07/19/86)  194.5    (m)          638.     (f) VERT ANG       
 DF2235
 DF2235.Superseded values are not recommended for survey control.
 DF2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2235.See file dsdata.txt to determine how the superseded data were derived.
 DF2235
 DF2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0491203686(NAD 83)
 DF2235_MARKER: DD = SURVEY DISK
 DF2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2235
 DF2235  HISTORY     - Date     Condition        Report By
 DF2235  HISTORY     - 1976     MONUMENTED       GADT
 DF2235
 DF2235                          STATION DESCRIPTION
 DF2235
 DF2235'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2235'THE STATION IS ABOUT 4 MILES WEST-SOUTHWEST OF WHITE PLAINS,
 DF2235'4-1/2 MILES SOUTHEAST OF VEAZY, AND 13-1/2 MILES NORTH-
 DF2235'NORTHWEST OF SPARTA ON THE PROPERTY OF THE SECOND COUNTY LINE
 DF2235'CHURCH.
 DF2235'
 DF2235'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77
 DF2235'(STATE ROUTE 15), COUNTY ROAD 81 TO THE WEST, AND COUNTY ROAD
 DF2235'92131 TO THE EAST LOCATED APPROXIMATELY 200 FEET EAST OF THE
 DF2235'US POST OFFICE IN WHITE PLAINS, GO SOUTH ALONG STATE ROUTES 15
 DF2235'AND 77 FOR 0.05 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92131
 DF2235'TO THE RIGHT. TURN RIGHT GOING SOUTHWEST ALONG PAVED COUNTY
 DF2235'ROAD 92131 FOR 3.7 MILES TO THE SOUTHWEST END OF A BRIDGE OVER
 DF2235'BRUCE CREEK. CONTINUE GOING SOUTHWEST ALONG PAVED COUNTY ROAD
 DF2235'92131 FOR 0.6 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92131
 DF2235'TO THE RIGHT AND PAVED COUNTY ROAD 59 TO THE LEFT AT W.T.
 DF2235'BICKERS STORE. TURN RIGHT GOING NORTHWEST ALONG PAVED
 DF2235'COUNTY ROAD 92131 FOR 0.5 MILE TO THE JUNCTION OF PAVED
 DF2235'COUNTY ROAD 92131 TO THE LEFT AND PAVED COUNTY ROAD 90899
 DF2235'TO THE RIGHT.  BEAR RIGHT GOING NORTHWEST ALONG PAVED
 DF2235'COUNTY ROAD 90899 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 DF2235'RIGHT. CONTINUE GOING NORTHWEST ALONG PAVED COUNTY ROAD
 DF2235'90899 FOR 0.1 MILE TO THE SECOND COUNTY LINE CHURCH AND
 DF2235'THE STATION ON THE LEFT.
 DF2235'
 DF2235'THE STATION IS LOCATED 67 FEET SOUTHWEST OF THE CENTER LINE OF
 DF2235'PAVED COUNTY ROAD 90899, 48.7 FEET NORTHWEST OF THE NORTH
 DF2235'CORNER OF THE WHITE WOOD FRAME CHURCH BUILDING, 75.5 FEET NORTH
 DF2235'OF A 24 INCH AND 20 INCH FORKED OAK TREE BEHIND THE CHURCH, 28.3
 DF2235'FEET SOUTH-SOUTHEAST OF AN IRON PIN ON THE SOUTHSIDE OF A DIRT
 DF2235'DRIVE LEADING TO THE REAR OF THE CHURCH, 105.7 FEET SOUTHWEST
 DF2235'OF A POWER POLE ON THE NORTHEAST SIDE OF THE ROAD, AND 10.3
 DF2235'FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2235'STAMPED---066-218 1976---, SET IN THE TOP OF A 10 INCH
 DF2235'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2235'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2235'STAMPED---066-218 1976---, SET IN AN IRREGULAR MASS OF
 DF2235'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE
 DF2235'GROUND.
 DF2235'
 DF2235'THE AZIMUTH MARK IS LOCATED 41 FEET EAST OF THE CENTER LINE OF
 DF2235'PAVED COUNTY ROAD 90899, 84.0 FEET NORTH OF A 6 FOOT HIGH
 DF2235'TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF2235'ATTACHED, 227.0 FEET SOUTHEAST OF A POWER POLE WITH A
 DF2235'TRANSFORMER ON THE WEST SIDE OF THE ROAD, 84.0 FEET SOUTH-
 DF2235'SOUTHEAST OF THE EAST END OF AN 18 INCH CONCRETE CULVERT PIPE
 DF2235'UNDER THE ROAD, AND 2.8 FEET WEST OF A WITNESS POST. IT IS A
 DF2235'STANDARD DISK STAMPED---066-218 1976 AZMK---, SET IN THE TOP
 DF2235'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2235'OF THE GROUND.
 DF2235'
 DF2235'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2237 ***********************************************************************
 DF2237  DESIGNATION -  BV 066 220
 DF2237  PID         -  DF2237
 DF2237  STATE/COUNTY-  GA/GREENE
 DF2237  USGS QUAD   -  WHITE PLAINS (1981)
 DF2237
 DF2237                         *CURRENT SURVEY CONTROL
 DF2237  ___________________________________________________________________
 DF2237* NAD 83(1994)-  33 23 20.75521(N)    083 07 12.64364(W)     ADJUSTED  
 DF2237* NAVD 88     -       154.     (meters)     505.     (feet)  VERTCON   
 DF2237  ___________________________________________________________________
 DF2237  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DF2237  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF2237
 DF2237  HORZ ORDER  -  SECOND
 DF2237
 DF2237.The horizontal coordinates were established by classical geodetic methods
 DF2237.and adjusted by the National Geodetic Survey in September 1997..
 DF2237
 DF2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2237
 DF2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2237
 DF2237.The geoid height was determined by GEOID03.
 DF2237
 DF2237;                    North         East     Units Scale Factor Converg.
 DF2237;SPC GA E     -   376,157.429   111,291.655   MT  0.99999699   -0 31 29.2
 DF2237;SPC GA E     - 1,234,109.83    365,129.37   sFT  0.99999699   -0 31 29.2
 DF2237;UTM  17      - 3,696,432.292   302,797.759   MT  1.00007948   -1 10 01.8
 DF2237
 DF2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2237!SPC GA E     -   0.99998022  x   0.99999699  =   0.99997721
 DF2237!UTM  17      -   0.99998022  x   1.00007948  =   1.00005970
 DF2237
 DF2237|---------------------------------------------------------------------|
 DF2237| PID    Reference Object                     Distance      Geod. Az  |
 DF2237|                                                           dddmmss.s |
 DF2237| DF2238 BV 066 220 GADT PTA                  19.035 METERS 27907     |
 DF2237| DF3290 BV 066 220 AZ MK                                   3280658.6 |
 DF2237|---------------------------------------------------------------------|
 DF2237
 DF2237                          SUPERSEDED SURVEY CONTROL
 DF2237
 DF2237  NAD 83(1986)-  33 23 20.76033(N)    083 07 12.64212(W) AD(       ) 2
 DF2237  NAD 27      -  33 23 20.27090(N)    083 07 13.09271(W) AD(       ) 2
 DF2237  NGVD 29 (07/19/86)  154.     (m)          505.     (f) VERT ANG       
 DF2237
 DF2237.Superseded values are not recommended for survey control.
 DF2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2237.See file dsdata.txt to determine how the superseded data were derived.
 DF2237
 DF2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0279896432(NAD 83)
 DF2237_MARKER: DD = SURVEY DISK
 DF2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2237
 DF2237  HISTORY     - Date     Condition        Report By
 DF2237  HISTORY     - 1976     MONUMENTED       GADT
 DF2237
 DF2237                          STATION DESCRIPTION
 DF2237
 DF2237'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2237'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF WHITE PLAINS, 8
 DF2237'MILES SOUTH OF VEAZY, AND 11-3/4 MILES NORTH-NORTHWEST OF
 DF2237'DEVERAUX ON COUNTY RIGHT OF WAY.
 DF2237'
 DF2237'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF2237'STATE ROUTE 77 LOCATED APPROXIMATELY 7-3/4 MILES WEST-NORTHWEST
 DF2237'OF SPARTA, GO WEST ALONG STATE ROUTE 16 FOR 1.65 MILES TO THE
 DF2237'JUNCTION OF DIRT COUNTY ROAD 90925 TO THE RIGHT.  TURN RIGHT
 DF2237'GOING NORTHWESTERLY ALONG COUNTY ROAD 90925 FOR 1.15 MILES TO
 DF2237'THE JUNCTION OF DIRT COUNTY ROAD 1 TO THE LEFT. CONTINUE GOING
 DF2237'NORTH ALONG DIRT COUNTY ROAD 90925 FOR 2.45 MILES TO THE
 DF2237'BEGINNING OF PAVEMENT AT THE GREENE-HANCOCK COUNTY LINE.
 DF2237'CONTINUE GOING NORTH ALONG PAVED COUNTY ROAD 90925 FOR 0.1
 DF2237'MILE TO THE STATION ON THE RIGHT.
 DF2237'
 DF2237'THE STATION IS LOCATED 38 FEET EAST-NORTHEAST OF THE CENTER LINE
 DF2237'OF COUNTY ROAD 90925, 250 FEET SOUTHEAST OF THE POINT OF
 DF2237'INTERSECTION OF THE CENTER LINES OF COUNTY ROAD 90925 AND A
 DF2237'DRIVEWAY TO THE NORTHEAST, 222.0 FEET SOUTH-SOUTHEAST OF AN
 DF2237'UNDERGROUND TELEPHONE CABLE PEDESTAL AT THE CORNER OF A BOARD
 DF2237'FENCE, 57.5 FEET NORTH-NORTHWEST OF A POWER POLE, AND 2.5 FEET
 DF2237'WEST-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2237'STANDARD BRASS DISK STAMPED---066-220 1976---, SET IN THE TOP
 DF2237'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF2237'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF2237'DISK STAMPED---066-220 1976---, SET IN AN IRREGULAR MASS OF
 DF2237'CONCRETE APPROXIMATELY 0.94 METER BELOW THE SURFACE OF THE GROUND.
 DF2237'
 DF2237'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING
 DF2237'NORTHWESTERLY ALONG COUNTY ROAD 90925 FOR 0.25 MILE TO THE AZIMUTH
 DF2237'MARK ON THE LEFT. IT IS LOCATED 36 FEET NORTHEAST OF THE CENTER
 DF2237'LINE OF COUNTY ROAD 90925, 221.0 FEET SOUTHEAST OF A UNDERGROUND
 DF2237'TELEPHONE CABLE PEDESTAL, 5.9 FEET WEST-SOUTHWEST OF AN 8 INCH
 DF2237'FORKED PINE TREE, AND 2.9 FEET SOUTHWEST OF A WITNESS POST SET
 DF2237'AT A FENCELINE. IT IS A STANDARD DISK STAMPED---066-220
 DF2237'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2237'CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2237'
 DF2237'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2259 ***********************************************************************
 DF2259  DESIGNATION -  BV 066 221
 DF2259  PID         -  DF2259
 DF2259  STATE/COUNTY-  GA/GREENE
 DF2259  USGS QUAD   -  LIBERTY (1984)
 DF2259
 DF2259                         *CURRENT SURVEY CONTROL
 DF2259  ___________________________________________________________________
 DF2259* NAD 83(1994)-  33 27 17.51839(N)    083 10 34.62493(W)     ADJUSTED  
 DF2259* NAVD 88     -       167.     (meters)     548.     (feet)  VERTCON   
 DF2259  ___________________________________________________________________
 DF2259  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DF2259  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DF2259
 DF2259  HORZ ORDER  -  SECOND
 DF2259
 DF2259.The horizontal coordinates were established by classical geodetic methods
 DF2259.and adjusted by the National Geodetic Survey in September 1997..
 DF2259
 DF2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2259
 DF2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2259
 DF2259.The geoid height was determined by GEOID03.
 DF2259
 DF2259;                    North         East     Units Scale Factor Converg.
 DF2259;SPC GA E     -   383,500.776   106,142.532   MT  1.00000857   -0 33 23.8
 DF2259;SPC GA E     - 1,258,202.13    348,235.96   sFT  1.00000857   -0 33 23.8
 DF2259;UTM  17      - 3,703,833.617   297,730.911   MT  1.00010443   -1 12 00.5
 DF2259
 DF2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2259!SPC GA E     -   0.99997819  x   1.00000857  =   0.99998676
 DF2259!UTM  17      -   0.99997819  x   1.00010443  =   1.00008262
 DF2259
 DF2259:                Primary Azimuth Mark                     Grid Az
 DF2259:SPC GA E     -  BV 066 221 AZ MK                         056 05 33.0
 DF2259:UTM  17      -  BV 066 221 AZ MK                         056 44 09.7
 DF2259
 DF2259|---------------------------------------------------------------------|
 DF2259| PID    Reference Object                     Distance      Geod. Az  |
 DF2259|                                                           dddmmss.s |
 DF2259| DF3291 BV 066 221 AZ MK                                   0553209.2 |
 DF2259| DF2261 RICHLAND                            APPROX. 4.8 KM 2515338.6 |
 DF2259| DF2260 BV 066 221 GADT PTA                  22.002 METERS 29141     |
 DF2259|---------------------------------------------------------------------|
 DF2259
 DF2259                          SUPERSEDED SURVEY CONTROL
 DF2259
 DF2259  NAD 83(1986)-  33 27 17.52370(N)    083 10 34.62354(W) AD(       ) 2
 DF2259  NAD 27      -  33 27 17.04729(N)    083 10 35.05468(W) AD(       ) 2
 DF2259  NGVD 29 (07/19/86)  167.     (m)          548.     (f) VERT ANG       
 DF2259
 DF2259.Superseded values are not recommended for survey control.
 DF2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2259.See file dsdata.txt to determine how the superseded data were derived.
 DF2259
 DF2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9773103834(NAD 83)
 DF2259_MARKER: DD = SURVEY DISK
 DF2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2259
 DF2259  HISTORY     - Date     Condition        Report By
 DF2259  HISTORY     - 1976     MONUMENTED       GADT
 DF2259
 DF2259                          STATION DESCRIPTION
 DF2259
 DF2259'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2259'THE STATION IS ABOUT 7-3/4 MILES SOUTHWEST OF SILOAM, 8 MILES
 DF2259'WEST OF WHITE PLAINS, AND 8-3/4 MILES SOUTH OF GREENSBORO ON
 DF2259'THE PROPERTY OF CONTINENTAL CAN COMPANY.
 DF2259'
 DF2259'TO REACH THE STATION FROM THE NORTH END OF THE STATE ROUTE 44
 DF2259'BRIDGE OVER INTERSTATE 20 LOCATED 2-1/2 MILES SOUTH-SOUTHWEST OF
 DF2259'GREENSBORO, GO SOUTH ALONG STATE ROUTE 44 FOR 3.65 MILES TO THE
 DF2259'JUNCTION OF PAVED COUNTY ROAD 64 TO THE LEFT. TURN LEFT GOING
 DF2259'EAST-NORTHEAST ALONG PAVED COUNTY ROAD 64 FOR 2.25 MILES TO ITS
 DF2259'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 63 CROSSING.
 DF2259'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 63 FOR 0.25 MILE TO
 DF2259'THE JUNCTION OF DIRT COUNTY ROAD 65 FORKING TO THE RIGHT AND
 DF2259'END OF PAVEMENT. CONTINUE GOING SOUTHEAST ALONG DIRT COUNTY
 DF2259'ROAD 63 FOR 0.65 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 66 TO
 DF2259'THE LEFT.  CONTINUE GOING SOUTH ALONG DIRT COUNTY ROAD 63 FOR
 DF2259'1.8 MILES TO A BRIDGE CROSSING BEAVERDAM CREEK. CONTIN E GOING
 DF2259'SOUTH A3ONG DIRT COUNTY ROAD 63 FOR 1.55 MILES TO THE
 DF2259'JUNCTION OF DIRT COUNTY ROAD 55 TO THE RIGHT. TURN RIGHT
 DF2259'GOING SOUTHWEST ALONG COUNTY ROAD 55 FOR 0.15 MILE TO THE
 DF2259'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTHWEST ALONG
 DF2259'COUNTY ROAD 55 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF2259'
 DF2259'THE STATION IS LOCATED 21 FEET SOUTHEAST OF THE CENTER LINE OF
 DF2259'DIRT COUNTY ROAD 55, 32 FEET EAST OF THE POINT OF INTERSECTION
 DF2259'OF THE CENTER LINES OF COUNTY ROAD 55 AND A FIELD ROAD TO THE
 DF2259'WEST, 113.2 FEET EAST-SOUTHEAST OF THE NORTHERN MOST POST OF A
 DF2259'GATE ACROSS THE FIELD ROAD, 119.0 FEET EAST OF A 12 INCH PINE
 DF2259'TREE ON THE SOUTH SIDE OF THE FIELD ROAD, 3.8 FEET NORTHEAST OF
 DF2259'A 4 INCH BY 4 INCH CONCRETE POST PROPERTY MARKER, AND 2.9 FEET
 DF2259'NORTH OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2259'STAMPED---066-221 1976---, SET IN THE TOP OF A 10 INCH
 DF2259'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2259'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2259'STAMPED---066-221 1976---, SET IN AN IRREGULAR MASS OF
 DF2259'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE
 DF2259'GROUND.
 DF2259'
 DF2259'THE AZIMUTH MARK IS LOCATED 20 FEET EAST-SOUTHEAST OF THE CENTER
 DF2259'LINE OF COUNTY ROAD 55, 190.7 FEET SOUTH OF THE EAST END OF AN
 DF2259'18 INCH CORRUGATED METAL CULVERT PIPE UNDER THE ROAD, 190.5
 DF2259'FEET SOUTH-SOUTHEAST OF THE WEST END OF THE CULVERT PIPE, 295.4
 DF2259'FEET SOUTH OF A 4 INCH BY 4 INCH CONCRETE POST PROPERTY MARKER,
 DF2259'AND 2.5 FEET SOUTH OF A WITNESS POST. IT IS A STANDARD
 DF2259'DISK STAMPED---066-221 1976 AZMK---, SET IN THE TOP OF A 10
 DF2259'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2259'THE GROUND.
 DF2259'
 DF2259'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1655 ***********************************************************************
 EE1655  DESIGNATION -  BV 067 200
 EE1655  PID         -  EE1655
 EE1655  STATE/COUNTY-  GA/GWINNETT
 EE1655  USGS QUAD   -  DULUTH (1992)
 EE1655
 EE1655                         *CURRENT SURVEY CONTROL
 EE1655  ___________________________________________________________________
 EE1655* NAD 83(1994)-  34 01 08.27433(N)    084 08 35.70833(W)     ADJUSTED  
 EE1655* NAVD 88     -       312.38   (meters)    1024.9    (feet)  RESET     
 EE1655  ___________________________________________________________________
 EE1655  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 EE1655  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1655
 EE1655  HORZ ORDER  -  SECOND
 EE1655  VERT ORDER  -  THIRD
 EE1655
 EE1655.The horizontal coordinates were established by classical geodetic methods
 EE1655.and adjusted by the National Geodetic Survey in September 1997..
 EE1655
 EE1655.The orthometric height was computed from unverified reset data.
 EE1655
 EE1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1655
 EE1655.The geoid height was determined by GEOID03.
 EE1655
 EE1655;                    North         East     Units Scale Factor Converg.
 EE1655;SPC GA W     -   445,607.383   702,162.433   MT  0.99990006   +0 00 47.2
 EE1655;SPC GA W     - 1,461,963.56  2,303,677.92   sFT  0.99990006   +0 00 47.2
 EE1655;UTM  16      - 3,767,939.908   763,797.011   MT  1.00045793   +1 35 57.0
 EE1655
 EE1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1655!SPC GA W     -   0.99995561  x   0.99990006  =   0.99985567
 EE1655!UTM  16      -   0.99995561  x   1.00045793  =   1.00041351
 EE1655
 EE1655|---------------------------------------------------------------------|
 EE1655| PID    Reference Object                     Distance      Geod. Az  |
 EE1655|                                                           dddmmss.s |
 EE1655| EE1657 BV 067 200 GADT 1973 PTA             25.510 METERS 23847     |
 EE1655| CZ4357 BV 067 200 AZ MK                                   2661142.1 |
 EE1655|---------------------------------------------------------------------|
 EE1655
 EE1655                          SUPERSEDED SURVEY CONTROL
 EE1655
 EE1655  NAD 83(1986)-  34 01 08.28053(N)    084 08 35.70972(W) AD(       ) 2
 EE1655  NAD 27      -  34 01 07.92339(N)    084 08 36.00332(W) AD(       ) 2
 EE1655  NGVD 29 (07/19/86)  312.     (m)         1024.     (f) VERT ANG       
 EE1655
 EE1655.Superseded values are not recommended for survey control.
 EE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1655.See file dsdata.txt to determine how the superseded data were derived.
 EE1655
 EE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6379767940(NAD 83)
 EE1655_MARKER: DD = SURVEY DISK
 EE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1655
 EE1655  HISTORY     - Date     Condition        Report By
 EE1655  HISTORY     - 1973     MONUMENTED       GADT
 EE1655
 EE1655                          STATION DESCRIPTION
 EE1655
 EE1655'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1655'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTH OF DULUTH, 12.0
 EE1655'MILES EAST OF ROSWELL AND 11.0 MILES SOUTHWEST OF BUFORD DAM.
 EE1655'
 EE1655'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 23 AND
 EE1655'STATE ROUTE 120 IN DULUTH, GEORGIA, GO NORTHWEST ON STATE ROUTE
 EE1655'120 FOR 1.4 MILES TO ALBION FARM ROAD ON THE RIGHT.  TURN RIGHT
 EE1655'ONTO ALBION FARM ROAD AND GO 0.25 MILE TO THE STATION ON THE
 EE1655'RIGHT.
 EE1655'
 EE1655'THE STATION MARK IS A STANDARD DISK STAMPED 067-200, SET IN A
 EE1655'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1655'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 067-200,
 EE1655'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3.0 FEET BELOW THE
 EE1655'SURFACE OF THE GROUND.  THE STATION IS LOCATED 8.0 FEET SOUTHWEST
 EE1655'OF THE WITNESS POST, 27.0 FEET SOUTH OF THE CENTER LINE OF
 EE1655'ALBION FARM ROAD AND 6.0 FEET SOUTHEAST OF THE JUNCTION OF A
 EE1655'BARBED WIRE FENCE THAT RUNS PARALLEL WITH ALBION FARM ROAD
 EE1655'AND THE FENCE THAT RUNS SOUTH.
 EE1655'
 EE1655'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON ALBION
 EE1655'FARM ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 EE1655'
 EE1655'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 067-200 AZI, SET IN
 EE1655'A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1655'GROUND.  IT IS LOCATED 17.0 FEET NORTH OF THE CENTER LINE OF
 EE1655'ALBION FARM ROAD, 13.0 FEET WEST OF THE CENTER LINE OF THE
 EE1655'DRIVEWAY LEADING INTO AN OLD FRAME FARM HOUSE AND 25.5 FEET
 EE1655'NORTHWEST OF A LARGE OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1645 ***********************************************************************
 EE1645  DESIGNATION -  BV 067 201
 EE1645  PID         -  EE1645
 EE1645  STATE/COUNTY-  GA/GWINNETT
 EE1645  USGS QUAD   -  SUWANEE (1992)
 EE1645
 EE1645                         *CURRENT SURVEY CONTROL
 EE1645  ___________________________________________________________________
 EE1645* NAD 83(1994)-  34 00 04.76288(N)    084 04 24.47281(W)     ADJUSTED  
 EE1645* NAVD 88     -       343.     (meters)    1125.     (feet)  VERTCON   
 EE1645  ___________________________________________________________________
 EE1645  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EE1645  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 EE1645
 EE1645  HORZ ORDER  -  SECOND
 EE1645
 EE1645.The horizontal coordinates were established by classical geodetic methods
 EE1645.and adjusted by the National Geodetic Survey in September 1997..
 EE1645
 EE1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1645
 EE1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1645
 EE1645.The geoid height was determined by GEOID03.
 EE1645
 EE1645;                    North         East     Units Scale Factor Converg.
 EE1645;SPC GA W     -   443,654.343   708,609.453   MT  0.99990091   +0 03 07.6
 EE1645;SPC GA W     - 1,455,555.96  2,324,829.51   sFT  0.99990091   +0 03 07.6
 EE1645;UTM  16      - 3,766,164.999   770,299.372   MT  1.00050075   +1 38 15.2
 EE1645;UTM  17      - 3,766,562.858   216,125.212   MT  1.00059352   -1 43 11.5
 EE1645
 EE1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1645!SPC GA W     -   0.99995079  x   0.99990091  =   0.99985170
 EE1645!UTM  16      -   0.99995079  x   1.00050075  =   1.00045151
 EE1645!UTM  17      -   0.99995079  x   1.00059352  =   1.00054428
 EE1645
 EE1645|---------------------------------------------------------------------|
 EE1645| PID    Reference Object                     Distance      Geod. Az  |
 EE1645|                                                           dddmmss.s |
 EE1645| EE1644 BV 067 201 GADT 1973 PTA             26.685 METERS 01306     |
 EE1645| CZ4358 BV 067 201 AZ MK                                   2164323.7 |
 EE1645|---------------------------------------------------------------------|
 EE1645
 EE1645                          SUPERSEDED SURVEY CONTROL
 EE1645
 EE1645  NAD 83(1986)-  34 00 04.76946(N)    084 04 24.47316(W) AD(       ) 2
 EE1645  NAD 27      -  34 00 04.41186(N)    084 04 24.77378(W) AD(       ) 2
 EE1645  NGVD 29 (07/19/86)  343.     (m)         1125.     (f) VERT ANG       
 EE1645
 EE1645.Superseded values are not recommended for survey control.
 EE1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1645.See file dsdata.txt to determine how the superseded data were derived.
 EE1645
 EE1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7029966165(NAD 83)
 EE1645_MARKER: DD = SURVEY DISK
 EE1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1645
 EE1645  HISTORY     - Date     Condition        Report By
 EE1645  HISTORY     - 1973     MONUMENTED       GADT
 EE1645
 EE1645                          STATION DESCRIPTION
 EE1645
 EE1645'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1645'THE STATION IS APPROXIMATELY 4.0 MILES EAST OF DULUTH, 8.7 MILES
 EE1645'NORTHEAST OF LILBURN, AND 3.5 MILES SOUTH OF BUFORD.
 EE1645'
 EE1645'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND
 EE1645'STATE ROUTE 120 SOUTHEAST OF DULUTH, GO NORTH 1.45 MILES ON
 EE1645'INTERSTATE 85 TO THE OLD PEACHTREE ROAD EXIT.  ENTER THE OLD
 EE1645'PEACHTREE ROAD EXIT RAMP AND GO 0.1 MILE TO OLD PEACHTREE ROAD AND
 EE1645'THE STATION.
 EE1645'
 EE1645'THE STATION IS A STANDARD DISK STAMPED 067-201, SET IN A 10-INCH
 EE1645'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1645'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 067-201
 EE1645'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3.0 FEET BELOW THE
 EE1645'SURFACE OF THE GROUND.
 EE1645'
 EE1645'THE STATION IS LOCATED 55.0 FEET EAST OF THE NORTHEAST CORNER OF
 EE1645'THE BRIDGE ON OLD PEACHTREE ROAD OVER INTERSTATE 85, 3.4 FEET WEST
 EE1645'OF A WITNESS POST, 39.0 FEET NORTHWEST OF THE POINT OF INTERSECTION
 EE1645'OF THE RAMP FROM INTERSTATE 85 AND OLD PEACHTREE ROAD, AND 9.6
 EE1645'FEET NORTHWEST OF THE CURB.
 EE1645'
 EE1645'THE AZIMUTH MARK CAN BE REACHED FROM THE STATION BY GOING SOUTH ON
 EE1645'INTERSTATE 85 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE
 EE1645'AZIMUTH MARK IS LOCATED ON TOP OF A CUT BANK 80.6 FEET SOUTH OF A
 EE1645'TRIANGLE BLAZED TREE, 104.0 FEET NORTH OF A TRIANGLE BLAZED TREE,
 EE1645'AND 7.0 FEET WEST OF THE EDGE OF THE CUT.
 EE1645'
 EE1645'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 067-201 AZI, SET IN A
 EE1645'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1645'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2567 ***********************************************************************
 DG2567  DESIGNATION -  BV 067 202
 DG2567  PID         -  DG2567
 DG2567  STATE/COUNTY-  GA/GWINNETT
 DG2567  USGS QUAD   -  NORCROSS (1992)
 DG2567
 DG2567                         *CURRENT SURVEY CONTROL
 DG2567  ___________________________________________________________________
 DG2567* NAD 83(1994)-  33 56 10.76230(N)    084 09 30.09227(W)     ADJUSTED  
 DG2567* NAVD 88     -       307.     (meters)    1007.     (feet)  VERTCON   
 DG2567  ___________________________________________________________________
 DG2567  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DG2567  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG2567
 DG2567  HORZ ORDER  -  SECOND
 DG2567
 DG2567.The horizontal coordinates were established by classical geodetic methods
 DG2567.and adjusted by the National Geodetic Survey in September 1997..
 DG2567
 DG2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2567
 DG2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2567
 DG2567.The geoid height was determined by GEOID03.
 DG2567
 DG2567;                    North         East     Units Scale Factor Converg.
 DG2567;SPC GA W     -   436,441.243   700,768.001   MT  0.99990001   +0 00 16.7
 DG2567;SPC GA W     - 1,431,890.98  2,299,103.02   sFT  0.99990001   +0 00 16.7
 DG2567;UTM  16      - 3,758,733.619   762,655.916   MT  1.00045054   +1 35 14.3
 DG2567
 DG2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2567!SPC GA W     -   0.99995644  x   0.99990001  =   0.99985645
 DG2567!UTM  16      -   0.99995644  x   1.00045054  =   1.00040696
 DG2567
 DG2567|---------------------------------------------------------------------|
 DG2567| PID    Reference Object                     Distance      Geod. Az  |
 DG2567|                                                           dddmmss.s |
 DG2567| DG2566 BV 067 202 GADT 1973 PTA             24.200 METERS 03303     |
 DG2567| DG2572 NORCROSS E COUNTY STANDPIPE         APPROX. 4.5 KM 2411407.4 |
 DG2567| CZ3025 BV 067 202 AZ MK                                   2424442.8 |
 DG2567|---------------------------------------------------------------------|
 DG2567
 DG2567                          SUPERSEDED SURVEY CONTROL
 DG2567
 DG2567  NAD 83(1986)-  33 56 10.76721(N)    084 09 30.09400(W) AD(       ) 2
 DG2567  NAD 27      -  33 56 10.40377(N)    084 09 30.38504(W) AD(       ) 2
 DG2567  NGVD 29 (07/19/86)  307.     (m)         1007.     (f) VERT ANG       
 DG2567
 DG2567.Superseded values are not recommended for survey control.
 DG2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2567.See file dsdata.txt to determine how the superseded data were derived.
 DG2567
 DG2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6265658734(NAD 83)
 DG2567_MARKER: DD = SURVEY DISK
 DG2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2567
 DG2567  HISTORY     - Date     Condition        Report By
 DG2567  HISTORY     - 1973     MONUMENTED       GADT
 DG2567
 DG2567                          STATION DESCRIPTION
 DG2567
 DG2567'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2567'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTH-NORTHWEST OF
 DG2567'LILBURN, 3.1 MILES EAST OF NORCROSS AND 4.6 MILES SOUTH OF DULUTH.
 DG2567'
 DG2567'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285 AND
 DG2567'INTERSTATE 85, GO NORTHEAST ON INTERSTATE 85 FOR 6.7 MILES TO THE
 DG2567'INTERSECTION OF INTERSTATE 85 AND BEAVER RUIN ROAD.  EXIT ON BEAVER
 DG2567'RUIN ROAD EXIT RAMP AND CROSS OVER BEAVER RUIN ROAD TO SHACKELFORD
 DG2567'ROAD.  GO NORTHEAST FOR 0.05 MILE TO THE STATION ON THE LEFT,
 DG2567'NORTH, SIDE OF SHACKELFORD ROAD.
 DG2567'
 DG2567'THE STATION IS A STANDARD DISK STAMPED 067-202, SET IN A 10-INCH
 DG2567'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2567'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 DG2567'IRREGULAR MASS OF CONCRETE 0.82 METERS BENEATH THE SURFACE OF THE
 DG2567'GROUND.
 DG2567'
 DG2567'THE STATION IS LOCATED 5.4 FEET EAST OF A WITNESS POST, 37.7 FEET
 DG2567'SOUTHWEST OF A POWER POLE, 10.0 FEET WEST OF A FENCE, 81.5 FEET
 DG2567'WEST-NORTHWEST OF A POWER POLE, AND 39.8 FEET NORTH OF A POWER
 DG2567'POLE.
 DG2567'
 DG2567'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF INTERSTATE 85
 DG2567'AND INTERSTATE 285, GO NORTHEAST ON INTERSTATE 85 FOR 5.6 MILES
 DG2567'TO THE INDIAN TRAIL ROAD EXIT.  TURN LEFT, NORTHWEST, AND GO
 DG2567'ACROSS THE BRIDGE TO AZIMUTH MARK ON THE RIGHT SIDE OF INDIAN
 DG2567'TRAIL ROAD.
 DG2567'
 DG2567'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 067-202 AZI, SET
 DG2567'IN A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2567'THE GROUND.
 DG2567'
 DG2567'IT IS 5.4 FEET NORTHEAST OF THE BACK OF THE APPROACH SLAB CURB,
 DG2567'2.1 FEET NORTH OF THE CURVED END OF THE WINGWALL, AND 31.6 FEET
 DG2567'SOUTHEAST OF A POST FOR AN INTERSTATE ROUTE SHIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2564 ***********************************************************************
 DG2564  DESIGNATION -  BV 067 203
 DG2564  PID         -  DG2564
 DG2564  STATE/COUNTY-  GA/GWINNETT
 DG2564  USGS QUAD   -  NORCROSS (1992)
 DG2564
 DG2564                         *CURRENT SURVEY CONTROL
 DG2564  ___________________________________________________________________
 DG2564* NAD 83(1994)-  33 56 55.75907(N)    084 13 53.81953(W)     ADJUSTED  
 DG2564* NAVD 88     -       296.     (meters)     971.     (feet)  VERTCON   
 DG2564  ___________________________________________________________________
 DG2564  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG2564  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DG2564
 DG2564  HORZ ORDER  -  SECOND
 DG2564
 DG2564.The horizontal coordinates were established by classical geodetic methods
 DG2564.and adjusted by the National Geodetic Survey in September 1997..
 DG2564
 DG2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2564
 DG2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2564
 DG2564.The geoid height was determined by GEOID03.
 DG2564
 DG2564;                    North         East     Units Scale Factor Converg.
 DG2564;SPC GA W     -   437,829.391   693,996.624   MT  0.99990044   -0 02 10.6
 DG2564;SPC GA W     - 1,436,445.26  2,276,887.26   sFT  0.99990044   -0 02 10.6
 DG2564;UTM  16      - 3,759,934.824   755,845.180   MT  1.00040699   +1 32 48.7
 DG2564
 DG2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2564!SPC GA W     -   0.99995816  x   0.99990044  =   0.99985861
 DG2564!UTM  16      -   0.99995816  x   1.00040699  =   1.00036514
 DG2564
 DG2564:                Primary Azimuth Mark                     Grid Az
 DG2564:SPC GA W     -  BV 067 203 AZ MK                         240 42 58.5
 DG2564:UTM  16      -  BV 067 203 AZ MK                         239 07 59.2
 DG2564
 DG2564|---------------------------------------------------------------------|
 DG2564| PID    Reference Object                     Distance      Geod. Az  |
 DG2564|                                                           dddmmss.s |
 DG2564| CZ3026 BV 067 203 AZ MK                                   2404047.9 |
 DG2564| DG2565 BV 067 203 GADT 1973 PTA             20.910 METERS 27628     |
 DG2564|---------------------------------------------------------------------|
 DG2564
 DG2564                          SUPERSEDED SURVEY CONTROL
 DG2564
 DG2564  NAD 83(1986)-  33 56 55.76478(N)    084 13 53.81921(W) AD(       ) 2
 DG2564  NAD 27      -  33 56 55.40151(N)    084 13 54.10376(W) AD(       ) 2
 DG2564  NGVD 29 (07/19/86)  296.     (m)          971.     (f) VERT ANG       
 DG2564
 DG2564.Superseded values are not recommended for survey control.
 DG2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2564.See file dsdata.txt to determine how the superseded data were derived.
 DG2564
 DG2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5584559935(NAD 83)
 DG2564_MARKER: DD = SURVEY DISK
 DG2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2564
 DG2564  HISTORY     - Date     Condition        Report By
 DG2564  HISTORY     - 1973     MONUMENTED       GADT
 DG2564
 DG2564                          STATION DESCRIPTION
 DG2564
 DG2564'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2564'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTHWEST OF
 DG2564'NORCROSS, 9.0 MILES SOUTHEAST OF ALPHARETTA, AND 6.0 MILES
 DG2564'SOUTHWEST OF DULUTH.
 DG2564'
 DG2564'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 23 AND
 DG2564'GEORGIA ROUTE 141 CONNECTOR, LOCATED SOUTHEAST OF NORCROSS, GO NORTH
 DG2564'ON GEORGIA ROUTE 141 CONNECTOR FOR 0.5 MILE TO THE INTERSECTION
 DG2564'OF COUNTY ROAD 1598 (HOLCOMB BRIDGE ROAD) ON THE LEFT, TURN LEFT,
 DG2564'CROSS OVER THE RAILROAD TRACKS AND GO NORTHWEST ON COUNTY ROAD
 DG2564'1598 (HOLCOMB BRIDGE ROAD) TO THE STATION ON THE LEFT AT THE
 DG2564'INTERSECTION OF COUNTY ROAD 1598 (HOLCOMB BRIDGE ROAD) AND PROPOSED
 DG2564'STATE SECONDARY 2230 (RIVER BOULEVARD).
 DG2564'
 DG2564'THE STATION IS A STANDARD DISK STAMPED 067-203, SET IN A 10-INCH
 DG2564'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2564'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 067-203,
 DG2564'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE
 DG2564'SURFACE OF THE GROUND.  THE STATION IS LOCATED 3.0 FEET NORTHEAST
 DG2564'OF A WITNESS POST, 84.0 FEET SOUTHEAST OF THE CENTERLINE OF
 DG2564'THE EAST BOUND LANES, 108.8 FEET NORTHEAST OF A FIRE HYDRANT,
 DG2564'AND 112.0 FEET NORTHWEST OF A GEORGIA RIGHT OF WAY MARKER.
 DG2564'
 DG2564'TO REACH THE AZIMUTH MARK FROM THE STATION, TURN LEFT ONTO
 DG2564'PROPOSED STATE SECONDARY 2230 AND GO SOUTHWEST FOR 0.2 MILE TO THE
 DG2564'STATE ROUTE 141 NORTHBOUND OVERPASS.  THE AZIMUTH MARK IS LOCATED
 DG2564'IN THE ROAD AT THE SOUTH CORNER OF THE BRIDGE.  IT IS 2.0 FEET
 DG2564'NORTHWEST OF THE EAST CURB OF THE APRON, 23.0 FEET EAST OF THE
 DG2564'CENTERLINE OF STATE ROUTE 141, AND 6.8 FEET WEST OF THE END OF
 DG2564'THE BRIDGE CURB AT THE SOUTH CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2521 ***********************************************************************
 DG2521  DESIGNATION -  BV 067 204
 DG2521  PID         -  DG2521
 DG2521  STATE/COUNTY-  GA/GWINNETT
 DG2521  USGS QUAD   -  LUXOMNI (1992)
 DG2521
 DG2521                         *CURRENT SURVEY CONTROL
 DG2521  ___________________________________________________________________
 DG2521* NAD 83(1994)-  33 56 25.78919(N)    084 04 55.43215(W)     ADJUSTED  
 DG2521* NAVD 88     -       309.     (meters)    1014.     (feet)  VERTCON   
 DG2521  ___________________________________________________________________
 DG2521  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DG2521  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2521
 DG2521  HORZ ORDER  -  SECOND
 DG2521
 DG2521.The horizontal coordinates were established by classical geodetic methods
 DG2521.and adjusted by the National Geodetic Survey in September 1997..
 DG2521
 DG2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2521
 DG2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2521
 DG2521.The geoid height was determined by GEOID03.
 DG2521
 DG2521;                    North         East     Units Scale Factor Converg.
 DG2521;SPC GA W     -   436,907.390   707,820.619   MT  0.99990075   +0 02 50.0
 DG2521;SPC GA W     - 1,433,420.33  2,322,241.48   sFT  0.99990075   +0 02 50.0
 DG2521;UTM  16      - 3,759,394.771   769,697.002   MT  1.00049675   +1 37 48.6
 DG2521;UTM  17      - 3,759,838.821   215,127.593   MT  1.00060053   -1 43 19.1
 DG2521
 DG2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2521!SPC GA W     -   0.99995612  x   0.99990075  =   0.99985688
 DG2521!UTM  16      -   0.99995612  x   1.00049675  =   1.00045285
 DG2521!UTM  17      -   0.99995612  x   1.00060053  =   1.00055662
 DG2521
 DG2521:                Primary Azimuth Mark                     Grid Az
 DG2521:SPC GA W     -  STONE MTN TV STA WGTV MAST               200 57 16.6
 DG2521:UTM  16      -  STONE MTN TV STA WGTV MAST               199 22 18.0
 DG2521:UTM  17      -  STONE MTN TV STA WGTV MAST               202 43 25.7
 DG2521
 DG2521|---------------------------------------------------------------------|
 DG2521| PID    Reference Object                     Distance      Geod. Az  |
 DG2521|                                                           dddmmss.s |
 DG2521| DG2537 STONE MTN TV STA WGTV MAST          APPROX.16.1 KM 2010006.6 |
 DG2521| DG2543 LILBURN MUN STANDPIPE               APPROX.10.2 KM 2162713.7 |
 DG2521| DG2548 TUCKER COUNTY TANK                  APPROX.15.6 KM 2195921.6 |
 DG2521| CZ3027 BV 067 204 AZ MK                                   2310202.8 |
 DG2521| DG2520 BV 067 204 GADT 1973 PTA             26.392 METERS 26705     |
 DG2521|---------------------------------------------------------------------|
 DG2521
 DG2521                          SUPERSEDED SURVEY CONTROL
 DG2521
 DG2521  NAD 83(1986)-  33 56 25.79447(N)    084 04 55.43220(W) AD(       ) 2
 DG2521  NAD 27      -  33 56 25.43387(N)    084 04 55.73142(W) AD(       ) 2
 DG2521  NGVD 29 (07/19/86)  309.     (m)         1014.     (f) VERT ANG       
 DG2521
 DG2521.Superseded values are not recommended for survey control.
 DG2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2521.See file dsdata.txt to determine how the superseded data were derived.
 DG2521
 DG2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6969759395(NAD 83)
 DG2521_MARKER: DD = SURVEY DISK
 DG2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2521
 DG2521  HISTORY     - Date     Condition        Report By
 DG2521  HISTORY     - 1973     MONUMENTED       GADT
 DG2521
 DG2521                          STATION DESCRIPTION
 DG2521
 DG2521'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2521'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES NORTHEAST OF
 DG2521'LILBURN, 5.6 MILES SOUTHEAST OF DULUTH, AND 7.6 MILES EAST OF
 DG2521'NORCROSS ON THE PROPERTY OF LLOYD F. PENLAND.
 DG2521'
 DG2521'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND
 DG2521'INTERSTATE 285, APPROXIMATELY 1.4 MILES SOUTHEAST OF DORAVILLE,
 DG2521'PROCEED NORTH ON INTERSTATE 85 FOR 8.8 MILES TO THE PLEASANT HILL
 DG2521'ROAD EXIT.  TURN RIGHT AND PROCEED SOUTHEAST ON PLEASANT HILL ROAD
 DG2521'FOR 0.95 MILE TO THE INTERSECTION OF PLEASANT HILL ROAD AND
 DG2521'SHACKLEFORD ROAD.  TURN LEFT AND PROCEED EAST ON SHACKLEFORD
 DG2521'ROAD FOR 2.25 MILES TO THE T INTERSECTION OF SHACKLEFORD ROAD
 DG2521'AND CRUISE ROAD.  TURN LEFT AND PROCEED NORTHEAST ON CRUISE
 DG2521'ROAD FOR 0.3 MILE TO HARRINGTON ROAD ON THE LEFT.  TURN LEFT ON
 DG2521'HARRINGTON ROAD AND PROCEED NORTHWEST 0.1 MILE TO THE STATION ON
 DG2521'THE LEFT, APPROXIMATELY 400 FEET OFF HARRINGTON ROAD.
 DG2521'
 DG2521'THE STATION IS A STANDARD DISK STAMPED 067-204, SET IN A 10-INCH
 DG2521'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2521'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 067-204,
 DG2521'SET IN AN IRREGULAR MASS OF CONCRETE 2.1 FEET BELOW THE SURFACE OF
 DG2521'THE GROUND.
 DG2521'
 DG2521'THE STATION IS 234 FEET SOUTH OF A TWISTED PINE TREE, 167 FEET
 DG2521'NORTH OF A FENCE LINE, AND 394 FEET WEST OF THE GATE TO THE FIELD.
 DG2521'
 DG2521'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 DG2521'ON HARRINGTON ROAD FOR 0.1 MILE TO THE INTERSECTION OF CRUISE
 DG2521'ROAD.  TURN RIGHT AND PROCEED SOUTHWEST ON CRUISE ROAD FOR 0.20
 DG2521'MILE TO THE MARK ON THE RIGHT.
 DG2521'
 DG2521'THE MARK IS 5.75 FEET EAST OF A POWER POLE, 25.3 FEET NORTHWEST
 DG2521'OF THE CENTERLINE OF CRUISE ROAD AND 158.75 FEET WEST OF A
 DG2521'MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2522 ***********************************************************************
 DG2522  DESIGNATION -  BV 067 205
 DG2522  PID         -  DG2522
 DG2522  STATE/COUNTY-  GA/GWINNETT
 DG2522  USGS QUAD   -  LUXOMNI (1992)
 DG2522
 DG2522                         *CURRENT SURVEY CONTROL
 DG2522  ___________________________________________________________________
 DG2522* NAD 83(1994)-  33 53 25.34321(N)    084 06 43.88646(W)     ADJUSTED  
 DG2522* NAVD 88     -       289.     (meters)     948.     (feet)  VERTCON   
 DG2522  ___________________________________________________________________
 DG2522  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DG2522  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG2522
 DG2522  HORZ ORDER  -  SECOND
 DG2522
 DG2522.The horizontal coordinates were established by classical geodetic methods
 DG2522.and adjusted by the National Geodetic Survey in September 1997..
 DG2522
 DG2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2522
 DG2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2522
 DG2522.The geoid height was determined by GEOID03.
 DG2522
 DG2522;                    North         East     Units Scale Factor Converg.
 DG2522;SPC GA W     -   431,346.274   705,038.704   MT  0.99990031   +0 01 49.4
 DG2522;SPC GA W     - 1,415,175.23  2,313,114.48   sFT  0.99990031   +0 01 49.4
 DG2522;UTM  16      - 3,753,755.666   767,068.121   MT  1.00047936   +1 36 40.4
 DG2522
 DG2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2522!SPC GA W     -   0.99995926  x   0.99990031  =   0.99985957
 DG2522!UTM  16      -   0.99995926  x   1.00047936  =   1.00043860
 DG2522
 DG2522|---------------------------------------------------------------------|
 DG2522| PID    Reference Object                     Distance      Geod. Az  |
 DG2522|                                                           dddmmss.s |
 DG2522| DG2518 BV 067 205 GADT 1973 PTA             24.320 METERS 31247     |
 DG2522| CZ3028 BV 067 205 AZ MK                                   3323336.5 |
 DG2522|---------------------------------------------------------------------|
 DG2522
 DG2522                          SUPERSEDED SURVEY CONTROL
 DG2522
 DG2522  NAD 83(1986)-  33 53 25.34827(N)    084 06 43.88603(W) AD(       ) 2
 DG2522  NAD 27      -  33 53 24.98298(N)    084 06 44.18086(W) AD(       ) 2
 DG2522  NGVD 29 (07/19/86)  289.     (m)          948.     (f) VERT ANG       
 DG2522
 DG2522.Superseded values are not recommended for survey control.
 DG2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2522.See file dsdata.txt to determine how the superseded data were derived.
 DG2522
 DG2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6706853756(NAD 83)
 DG2522_MARKER: DD = SURVEY DISK
 DG2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2522
 DG2522  HISTORY     - Date     Condition        Report By
 DG2522  HISTORY     - 1971     MONUMENTED       GADT
 DG2522
 DG2522                          STATION DESCRIPTION
 DG2522
 DG2522'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1971 (WRN)
 DG2522'THE STATION IS LOCATED 2.0 MILES EAST OF LILBURN, 7.0 MILES
 DG2522'SOUTHEAST OF NORCROSS, AND 6.0 MILES NORTH-NORTHEAST OF STONE
 DG2522'MOUNTAIN PARK.
 DG2522'
 DG2522'TO REACH THE STATION FROM THE INTERSECTION OF I-285 AND I-85,
 DG2522'GO NORTHEAST ON I-85 FOR 6.7 MILES TO THE BEAVER RUIN ROAD EXIT
 DG2522'RAMP, EXIT ONTO BEAVER RUIN ROAD AND GO SOUTHEAST FOR 3.45 MILES
 DG2522'TO THE CROSSROADS FORMED BY BEAVER RUIN ROAD, ARCADO ROAD AND
 DG2522'U.S. ROUTE 29.  CONTINUE STRAIGHT AHEAD ONTO ARCADO ROAD AND GO
 DG2522'SOUTHEAST FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 DG2522'
 DG2522'THE STATION IS A STANDARD DISK STAMPED 067-205, SET IN A 10-INCH
 DG2522'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2522'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2522'067-205 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3.0 FEET BELOW
 DG2522'THE SURFACE OF THE GROUND.  THE STATION IS LOCATED 4.2 FEET EAST
 DG2522'OF THE WITNESS POST, 27.0 FEET SOUTHEAST OF THE CENTER LINE OF
 DG2522'ARCADO ROAD AND 5.5 FEET SOUTHEAST OF A FIRE PLUG.
 DG2522'
 DG2522'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST ON
 DG2522'ARCADO ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF
 DG2522'ARCADO ROAD.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED 067-205
 DG2522'AZI, SET IN A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2522'SURFACE OF THE GROUND.  IT IS LOCATED 28.6 FEET SOUTHWEST OF THE
 DG2522'CENTER LINE OF ARCADO ROAD, 14.7 FEET NORTHWEST OF THE CENTER
 DG2522'LINE OF THE DIRT DRIVEWAY AND 2.5 FEET WEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2549 ***********************************************************************
 DG2549  DESIGNATION -  BV 067 206
 DG2549  PID         -  DG2549
 DG2549  STATE/COUNTY-  GA/GWINNETT
 DG2549  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2549
 DG2549                         *CURRENT SURVEY CONTROL
 DG2549  ___________________________________________________________________
 DG2549* NAD 83(1994)-  33 51 59.12288(N)    084 08 51.69513(W)     ADJUSTED  
 DG2549* NAVD 88     -       340.     (meters)    1115.     (feet)  VERTCON   
 DG2549  ___________________________________________________________________
 DG2549  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DG2549  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DG2549
 DG2549  HORZ ORDER  -  SECOND
 DG2549
 DG2549.The horizontal coordinates were established by classical geodetic methods
 DG2549.and adjusted by the National Geodetic Survey in September 1997..
 DG2549
 DG2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2549
 DG2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2549
 DG2549.The geoid height was determined by GEOID03.
 DG2549
 DG2549;                    North         East     Units Scale Factor Converg.
 DG2549;SPC GA W     -   428,688.817   701,755.433   MT  0.99990004   +0 00 38.1
 DG2549;SPC GA W     - 1,406,456.56  2,302,342.62   sFT  0.99990004   +0 00 38.1
 DG2549;UTM  16      - 3,751,007.110   763,857.562   MT  1.00045835   +1 35 25.4
 DG2549
 DG2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2549!SPC GA W     -   0.99995125  x   0.99990004  =   0.99985129
 DG2549!UTM  16      -   0.99995125  x   1.00045835  =   1.00040958
 DG2549
 DG2549:                Primary Azimuth Mark                     Grid Az
 DG2549:SPC GA W     -  BV 067 206 AZ MK                         032 53 51.4
 DG2549:UTM  16      -  BV 067 206 AZ MK                         031 19 04.1
 DG2549
 DG2549|---------------------------------------------------------------------|
 DG2549| PID    Reference Object                     Distance      Geod. Az  |
 DG2549|                                                           dddmmss.s |
 DG2549| CZ3029 BV 067 206 AZ MK                                   0325429.5 |
 DG2549| DG2538 BV 067 206 GADT 1973 PTA             28.212 METERS 11801     |
 DG2549|---------------------------------------------------------------------|
 DG2549
 DG2549                          SUPERSEDED SURVEY CONTROL
 DG2549
 DG2549  NAD 83(1986)-  33 51 59.12782(N)    084 08 51.69447(W) AD(       ) 2
 DG2549  NAD 27      -  33 51 58.75975(N)    084 08 51.98544(W) AD(       ) 2
 DG2549  NGVD 29 (07/19/86)  340.     (m)         1115.     (f) VERT ANG       
 DG2549
 DG2549.Superseded values are not recommended for survey control.
 DG2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2549.See file dsdata.txt to determine how the superseded data were derived.
 DG2549
 DG2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6385851007(NAD 83)
 DG2549_MARKER: DD = SURVEY DISK
 DG2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2549
 DG2549  HISTORY     - Date     Condition        Report By
 DG2549  HISTORY     - 1973     MONUMENTED       GADT
 DG2549
 DG2549                          STATION DESCRIPTION
 DG2549
 DG2549'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2549'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF LILBURN,
 DG2549'4.4 MILES NORTH OF STONE MOUNTAIN, AND 4.1 MILES EAST OF TUCKER.
 DG2549'
 DG2549'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285 AND
 DG2549'INTERSTATE 85, 1.4 MILES SOUTHEAST OF DORAVILLE, GO NORTHEAST ON
 DG2549'INTERSTATE 85 FOR 6.7 MILES TO THE INTERSECTION OF BEAVER RUIN
 DG2549'ROAD AND INTERSTATE 85.  GO EAST ON BEAVER RUIN ROAD FOR 3.45
 DG2549'MILES TO THE INTERSECTION OF BEAVER RUIN ROAD AND U.S. ROUTE
 DG2549'29.  TURN RIGHT, SOUTHWEST, AND GO FOR 2.8 MILES TO THE
 DG2549'INTERSECTION OF U.S. ROUTE 29 AND ROCK BRIDGE ROAD.  TURN RIGHT,
 DG2549'SOUTHEAST, AND GO 1.2 MILES TO THE POINT WHERE ARCORD ROAD TURNS
 DG2549'LEFT.  CONTINUE ON ROCK BRIDGE ROAD 0.4 MILE TO A DIRT ROAD ON
 DG2549'THE RIGHT.  GO RIGHT, WEST, FOR 0.05 MILE TO THE STATION NEAR A
 DG2549'WATER TANK.
 DG2549'
 DG2549'THE STATION IS A STANDARD DISK STAMPED 067-206, SET IN A 10-INCH
 DG2549'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2549'UNDERGROUND MARK IS A STANDARD DISK STAMPED 067-206, SET IN AN
 DG2549'IRREGULAR MASS OF CONCRETE 2.1 FEET BELOW THE SURFACE OF THE
 DG2549'GROUND.
 DG2549'
 DG2549'THE STATION IS 2.6 FEET NORTHEAST OF A WITNESS POST, 25.2 FEET
 DG2549'NORTHEAST OF A LARGE BOLT IN THE FOUNDATION OF THE WATER TANK,
 DG2549'33.2 FEET SOUTH OF INTERSECTION OF THE TWO FENCES, AND 36.0 FEET
 DG2549'NORTHWEST OF THE NORTHEAST CORNER OF A BLOCK PUMP HOUSE.
 DG2549'
 DG2549'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT
 DG2549'ROAD 0.2 MILE TO ROCK BRIDGE ROAD AND THEN NORTH ON ROCK BRIDGE
 DG2549'ROAD FOR 0.10 MILE TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 DG2549'
 DG2549'THE MARK IS A STANDARD DISK STAMPED 067-206 AZI, SET IN A 10-INCH
 DG2549'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 DG2549'IS 35.0 FEET WEST OF THE CENTERLINE OF ROCK BRIDGE ROAD, 3.8 FEET
 DG2549'SOUTHWEST OF TELEPHONE POLE NUMBER 8180, 3.0 FEET SOUTHEAST OF A
 DG2549'POWER POLE, AND 2.5 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2526 ***********************************************************************
 DG2526  DESIGNATION -  BV 067 207
 DG2526  PID         -  DG2526
 DG2526  STATE/COUNTY-  GA/GWINNETT
 DG2526  USGS QUAD   -  SNELLVILLE (1992)
 DG2526
 DG2526                         *CURRENT SURVEY CONTROL
 DG2526  ___________________________________________________________________
 DG2526* NAD 83(1994)-  33 50 02.45133(N)    084 04 57.57083(W)     ADJUSTED  
 DG2526* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 DG2526  ___________________________________________________________________
 DG2526  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DG2526  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DG2526
 DG2526  HORZ ORDER  -  SECOND
 DG2526
 DG2526.The horizontal coordinates were established by classical geodetic methods
 DG2526.and adjusted by the National Geodetic Survey in September 1997..
 DG2526
 DG2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2526
 DG2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2526
 DG2526.The geoid height was determined by GEOID03.
 DG2526
 DG2526;                    North         East     Units Scale Factor Converg.
 DG2526;SPC GA W     -   425,097.418   707,775.357   MT  0.99990075   +0 02 48.4
 DG2526;SPC GA W     - 1,394,673.78  2,322,092.98   sFT  0.99990075   +0 02 48.4
 DG2526;UTM  16      - 3,747,580.996   769,977.709   MT  1.00049864   +1 37 31.2
 DG2526;UTM  17      - 3,748,027.582   214,717.952   MT  1.00060343   -1 43 03.2
 DG2526
 DG2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2526!SPC GA W     -   0.99996333  x   0.99990075  =   0.99986408
 DG2526!UTM  16      -   0.99996333  x   1.00049864  =   1.00046195
 DG2526!UTM  17      -   0.99996333  x   1.00060343  =   1.00056674
 DG2526
 DG2526|---------------------------------------------------------------------|
 DG2526| PID    Reference Object                     Distance      Geod. Az  |
 DG2526|                                                           dddmmss.s |
 DG2526| DG2525 BV 067 207 GADT 1973 PTA             22.679 METERS 21814     |
 DG2526| DG2537 STONE MTN TV STA WGTV MAST          APPROX. 6.5 KM 2404509.0 |
 DG2526| CZ3030 BV 067 207 AZ MK                                   2482414.1 |
 DG2526|---------------------------------------------------------------------|
 DG2526
 DG2526                          SUPERSEDED SURVEY CONTROL
 DG2526
 DG2526  NAD 83(1986)-  33 50 02.45544(N)    084 04 57.56969(W) AD(       ) 2
 DG2526  NAD 27      -  33 50 02.08775(N)    084 04 57.86531(W) AD(       ) 2
 DG2526  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 DG2526
 DG2526.Superseded values are not recommended for survey control.
 DG2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2526.See file dsdata.txt to determine how the superseded data were derived.
 DG2526
 DG2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6997847581(NAD 83)
 DG2526_MARKER: DD = SURVEY DISK
 DG2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2526
 DG2526  HISTORY     - Date     Condition        Report By
 DG2526  HISTORY     - 1973     MONUMENTED       GADT
 DG2526
 DG2526                          STATION DESCRIPTION
 DG2526
 DG2526'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2526'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES SOUTH-SOUTHEAST OF
 DG2526'LILBURN, 4.1 MILES NORTHEAST OF STONE MOUNTAIN MEMORIAL PARK, AND
 DG2526'12.2 MILES SOUTH OF DULUTH.
 DG2526'
 DG2526'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 285 AND
 DG2526'U.S. ROUTE 78, 1.0 MILE NORTHWEST OF CLARKSTON, GO EAST ON
 DG2526'U.S. ROUTE 78 FOR 8.6 MILES TO THE INTERSECTION OF COUNTY ROAD
 DG2526'S1346 (ROCK BRIDGE ROAD) AND U.S. ROUTE 78.  CONTINUE EAST ON
 DG2526'U.S. ROUTE 78 2.2 MILES TO THE STATION ON THE RIGHT.
 DG2526'
 DG2526'THE STATION IS A STANDARD DISK STAMPED 067-207, SET IN A 10-INCH
 DG2526'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2526'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 067-207,
 DG2526'SET IN AN IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE SURFACE OF
 DG2526'THE GROUND.
 DG2526'
 DG2526'THE STATION IS 76.2 FEET SOUTHEAST OF THE CENTERLINE OF U.S. ROUTE
 DG2526'78, 168.0 FEET NORTHEAST OF A GEORGIA RIGHT OF WAY MARKER, AND
 DG2526'6.5 FEET SOUTHEAST OF A WITNESS POST.
 DG2526'
 DG2526'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. ROUTE
 DG2526'78 FOR 0.60 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DG2526'
 DG2526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 067-207 AZI, SET IN A
 DG2526'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2526'GROUND.  IT IS LOCATED 64.3 FEET SOUTHEAST OF A POWER POLE, 32.0
 DG2526'FEET NORTHWEST OF THE CENTERLINE OF U.S. ROUTE 78, 25.0 FEET
 DG2526'SOUTHWEST OF THE CENTERLINE OF MATERHORN DRIVE, 2.8 FEET SOUTH OF
 DG2526'A STOP SIGN, AND 1.5 FEET NORTH OF A SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2531 ***********************************************************************
 DG2531  DESIGNATION -  BV 067 208
 DG2531  PID         -  DG2531
 DG2531  STATE/COUNTY-  GA/GWINNETT
 DG2531  USGS QUAD   -  SNELLVILLE (1992)
 DG2531
 DG2531                         *CURRENT SURVEY CONTROL
 DG2531  ___________________________________________________________________
 DG2531* NAD 83(1994)-  33 47 54.55285(N)    084 03 11.10892(W)     ADJUSTED  
 DG2531* NAVD 88     -       285.2    (meters)     936.     (feet)  VERTCON   
 DG2531  ___________________________________________________________________
 DG2531  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DG2531  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DG2531
 DG2531  HORZ ORDER  -  SECOND
 DG2531
 DG2531.The horizontal coordinates were established by classical geodetic methods
 DG2531.and adjusted by the National Geodetic Survey in September 1997..
 DG2531
 DG2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2531
 DG2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2531
 DG2531.The geoid height was determined by GEOID03.
 DG2531
 DG2531;                    North         East     Units Scale Factor Converg.
 DG2531;SPC GA W     -   421,159.776   710,516.807   MT  0.99990136   +0 03 47.5
 DG2531;SPC GA W     - 1,381,755.03  2,331,087.22   sFT  0.99990136   +0 03 47.5
 DG2531;UTM  16      - 3,743,717.988   772,828.272   MT  1.00051773   +1 38 25.1
 DG2531;UTM  17      - 3,744,004.653   217,338.743   MT  1.00058508   -1 41 58.1
 DG2531
 DG2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2531!SPC GA W     -   0.99995984  x   0.99990136  =   0.99986120
 DG2531!UTM  16      -   0.99995984  x   1.00051773  =   1.00047754
 DG2531!UTM  17      -   0.99995984  x   1.00058508  =   1.00054489
 DG2531
 DG2531:                Primary Azimuth Mark                     Grid Az
 DG2531:SPC GA W     -  STONE MTN TV STA WGTV MAST               274 59 45.9
 DG2531:UTM  16      -  STONE MTN TV STA WGTV MAST               273 25 08.3
 DG2531:UTM  17      -  STONE MTN TV STA WGTV MAST               276 45 31.5
 DG2531
 DG2531|---------------------------------------------------------------------|
 DG2531| PID    Reference Object                     Distance      Geod. Az  |
 DG2531|                                                           dddmmss.s |
 DG2531| DG2537 STONE MTN TV STA WGTV MAST          APPROX. 8.5 KM 2750333.4 |
 DG2531| CZ3031 BV 067 208 AZ MK                                   3353205.3 |
 DG2531|---------------------------------------------------------------------|
 DG2531
 DG2531                          SUPERSEDED SURVEY CONTROL
 DG2531
 DG2531  NAD 83(1986)-  33 47 54.55801(N)    084 03 11.10843(W) AD(       ) 2
 DG2531  NAD 27      -  33 47 54.17461(N)    084 03 11.40927(W) AD(       ) 2
 DG2531  NGVD 29 (07/19/86)  285.2    (m)          936.     (f) VERT ANG       
 DG2531
 DG2531.Superseded values are not recommended for survey control.
 DG2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2531.See file dsdata.txt to determine how the superseded data were derived.
 DG2531
 DG2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7282843718(NAD 83)
 DG2531_MARKER: DD = SURVEY DISK
 DG2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2531
 DG2531  HISTORY     - Date     Condition        Report By
 DG2531  HISTORY     - 1975     MONUMENTED       GADT
 DG2531
 DG2531                          STATION DESCRIPTION
 DG2531
 DG2531'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2531'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHWEST
 DG2531'OF SNELLVILLE, 6-3/4 MILES NORTH-NORTHEAST OF LITHONIA, AND 6-3/4
 DG2531'MILES WEST OF STONE MOUNTAIN ON COUNTY RIGHT OF WAY.
 DG2531'
 DG2531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DG2531'ROUTE 10) AND STATE ROUTE 124 IN SNELLVILLE, GO SOUTH ALONG STATE
 DG2531'ROUTE 124 FOR 2.35 MILES TO THE JUNCTION OF SPRINGDALE DRIVE
 DG2531'(COUNTY ROAD 364) TO THE LEFT AND PARKWOOD ROAD (COUNTY ROAD 418)
 DG2531'TO THE RIGHT.  CONTINUE SOUTH ALONG STATE ROUTE 124 FOR 1.15
 DG2531'MILES TO THE JUNCTION OF STATE ROUTE 264 TO THE RIGHT.  CONTINUE
 DG2531'SOUTH ALONG STATE ROUTE 124 FOR 0.7 MILE TO THE JUNCTION OF
 DG2531'ANNISTOWN ROAD (COUNTY ROAD 91346) TO THE RIGHT AND
 DG2531'CENTERVILLE ROSEBUD ROAD TO THE LEFT AT THE COMMUNITY OF
 DG2531'CENTERVILLE.  TURN RIGHT, GOING WEST ALONG ANNISTOWN ROAD FOR
 DG2531'0.7 MILE TO THE JUNCTION OF JOHNSON DRIVE (COUNTY ROAD 397) TO
 DG2531'THE LEFT.  TURN LEFT, GOING SOUTH ALONG JOHNSON DRIVE FOR 0.25
 DG2531'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 DG2531'ALONG JOHNSON DRIVE FOR 0.3 MILE TO A CEMETERY ON THE LEFT
 DG2531'AND THE STATION ON THE RIGHT.
 DG2531'
 DG2531'THE STATION IS LOCATED 19 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DG2531'OF JOHNSON DRIVE, 22 FEET WEST OF THE POINT OF INTERSECTION OF THE
 DG2531'CENTERLINES OF THE ROAD AND THE DRIVEWAY TO THE R.M. SHAW
 DG2531'RESIDENCE TO THE NORTHEAST, 50.0 FEET SOUTHWEST OF THE
 DG2531'SOUTHERNMOST CORNER OF A FENCE AROUND THE CEMETERY, 61.0 FEET
 DG2531'SOUTH-SOUTHWEST OF THE WESTERNMOST CORNER OF THE FENCE AROUND
 DG2531'THE CEMETERY, 5.0 FEET NORTHWEST OF A POWER POLE, AND 3.0 FEET
 DG2531'NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DG2531'STANDARD BRASS DISK STAMPED 067-208, SET IN THE TOP OF A 10
 DG2531'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2531'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2531'067-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2531'0.80 METER BELOW THE SURFACE OF THE GROUND.
 DG2531'
 DG2531'THE AZIMUTH MARK IS LOCATED 16 FEET EAST-NORTHEAST OF THE
 DG2531'CENTERLINE OF JOHNSON DRIVE, 7.0 FEET NORTHWEST OF A TELEPHONE
 DG2531'POLE, 59.5 FEET EAST OF A WATER METER LOCATED NEAR A FENCE CORNER
 DG2531'ON THE SOUTHWEST SIDE OF THE ROAD, 65.5 FEET EAST OF THE EAST
 DG2531'CORNER OF A CHICKEN HOUSE, AND 2.0 FEET SOUTHWEST OF A WITNESS
 DG2531'POST.  IT IS A STANDARD DISK STAMPED 067-208 AZMK, SET IN THE
 DG2531'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2531'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2729 ***********************************************************************
 DF2729  DESIGNATION -  BV 067 209
 DF2729  PID         -  DF2729
 DF2729  STATE/COUNTY-  GA/GWINNETT
 DF2729  USGS QUAD   -  LOGANVILLE (1985)
 DF2729
 DF2729                         *CURRENT SURVEY CONTROL
 DF2729  ___________________________________________________________________
 DF2729* NAD 83(1994)-  33 50 48.74675(N)    083 57 28.11901(W)     ADJUSTED  
 DF2729* NAVD 88     -       309.     (meters)    1014.     (feet)  VERTCON   
 DF2729  ___________________________________________________________________
 DF2729  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DF2729  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DF2729
 DF2729  HORZ ORDER  -  SECOND
 DF2729
 DF2729.The horizontal coordinates were established by classical geodetic methods
 DF2729.and adjusted by the National Geodetic Survey in September 1997..
 DF2729
 DF2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2729
 DF2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2729
 DF2729.The geoid height was determined by GEOID03.
 DF2729
 DF2729;                    North         East     Units Scale Factor Converg.
 DF2729;SPC GA W     -   426,540.130   719,327.738   MT  0.99990460   +0 06 58.8
 DF2729;SPC GA W     - 1,399,407.08  2,359,994.42   sFT  0.99990460   +0 06 58.8
 DF2729;UTM  17      - 3,749,114.602   226,316.939   MT  1.00052348   -1 38 54.4
 DF2729;UTM  16      - 3,749,342.583   781,493.263   MT  1.00057695   +1 41 43.9
 DF2729
 DF2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2729!SPC GA W     -   0.99995609  x   0.99990460  =   0.99986070
 DF2729!UTM  17      -   0.99995609  x   1.00052348  =   1.00047955
 DF2729!UTM  16      -   0.99995609  x   1.00057695  =   1.00053302
 DF2729
 DF2729:                Primary Azimuth Mark                     Grid Az
 DF2729:SPC GA W     -  BV 067 209 AZ MK                         189 20 42.2
 DF2729:UTM  17      -  BV 067 209 AZ MK                         191 06 35.4
 DF2729:UTM  16      -  BV 067 209 AZ MK                         187 45 57.1
 DF2729
 DF2729|---------------------------------------------------------------------|
 DF2729| PID    Reference Object                     Distance      Geod. Az  |
 DF2729|                                                           dddmmss.s |
 DF2729| CY7462 BV 067 209 AZ MK                                   1892741.0 |
 DF2729| DF2730 BV 067 209 GADT 1975 PTA             22.742 METERS 31513     |
 DF2729|---------------------------------------------------------------------|
 DF2729
 DF2729                          SUPERSEDED SURVEY CONTROL
 DF2729
 DF2729  NAD 83(1986)-  33 50 48.75298(N)    083 57 28.11861(W) AD(       ) 2
 DF2729  NAD 27      -  33 50 48.36992(N)    083 57 28.45286(W) AD(       ) 2
 DF2729  NGVD 29 (07/19/86)  309.     (m)         1014.     (f) VERT ANG       
 DF2729
 DF2729.Superseded values are not recommended for survey control.
 DF2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2729.See file dsdata.txt to determine how the superseded data were derived.
 DF2729
 DF2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2631749115(NAD 83)
 DF2729_MARKER: DD = SURVEY DISK
 DF2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2729
 DF2729  HISTORY     - Date     Condition        Report By
 DF2729  HISTORY     - 1975     MONUMENTED       GADT
 DF2729
 DF2729                          STATION DESCRIPTION
 DF2729
 DF2729'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2729'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES WEST OF
 DF2729'LOGANVILLE, 3-1/2 MILES SOUTH OF GRAYSON, AND 3-3/4 MILES EAST OF
 DF2729'SNELLVILLE ON COUNTY RIGHT OF WAY.
 DF2729'
 DF2729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2729'ROUTE 10) AND STATE ROUTE 20 AND 81 IN THE CENTER OF LOGANVILLE,
 DF2729'TRAVEL WESTERLY ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 1.2
 DF2729'MILES TO THE JUNCTION OF BRAND ROAD (COUNTY ROAD 309)
 DF2729'CROSSING.  CONTINUE TRAVELING WESTERLY ALONG U.S. HIGHWAY 78 FOR
 DF2729'2.5 MILES TO THE JUNCTION OF ROSEBUD ROAD (COUNTY ROAD 91345)
 DF2729'CROSSING.  TURN LEFT, TRAVELING SOUTH ALONG ROSEBUD ROAD FOR
 DF2729'1.1 MILES TO THE STATION ON THE LEFT.
 DF2729'
 DF2729'THE STATION IS LOCATED 27 FEET EAST OF THE CENTERLINE OF THE
 DF2729'ROAD, 28.5 FEET WEST OF A POWER POLE, 73 FEET NORTHEAST OF TWIN
 DF2729'16 INCH MAPLE TREES ON THE WEST SIDE OF THE ROAD, AND 2 FEET WEST
 DF2729'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 067-209,
 DF2729'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2729'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2729'STANDARD DISK STAMPED 067-209, SET IN AN IRREGULAR MASS OF
 DF2729'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF
 DF2729'THE GROUND.
 DF2729'
 DF2729'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2729'SOUTH ALONG ROSEBUD ROAD FOR 0.9 MILE TO THE MARK ON THE LEFT.  IT
 DF2729'IS LOCATED 23.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 DF2729'WEST OF A WITNESS POST, 2.5 FEET WEST OF A FENCELINE, 23.5 FEET
 DF2729'SOUTH-SOUTHWEST OF A FENCE CORNER POST, AND 89.0 FEET
 DF2729'WEST-SOUTHWEST OF A 10 INCH CHERRY TREE ON THE SOUTH SIDE OF THE
 DF2729'FENCELINE RUNNING EASTERLY.  IT IS A STANDARD DISK STAMPED 067-209
 DF2729'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2729'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2715 ***********************************************************************
 DF2715  DESIGNATION -  BV 067 210
 DF2715  PID         -  DF2715
 DF2715  STATE/COUNTY-  GA/GWINNETT
 DF2715  USGS QUAD   -  BOLD SPRINGS (1985)
 DF2715
 DF2715                         *CURRENT SURVEY CONTROL
 DF2715  ___________________________________________________________________
 DF2715* NAD 83(1994)-  33 55 33.54423(N)    083 52 11.37095(W)     ADJUSTED  
 DF2715* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 DF2715  ___________________________________________________________________
 DF2715  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DF2715  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 DF2715
 DF2715  HORZ ORDER  -  FIRST
 DF2715
 DF2715.The horizontal coordinates were established by classical geodetic methods
 DF2715.and adjusted by the National Geodetic Survey in September 1997..
 DF2715
 DF2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2715
 DF2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2715
 DF2715.The geoid height was determined by GEOID03.
 DF2715
 DF2715;                    North         East     Units Scale Factor Converg.
 DF2715;SPC GA W     -   435,334.264   727,444.694   MT  0.99990928   +0 09 56.4
 DF2715;SPC GA W     - 1,428,259.16  2,386,624.80   sFT  0.99990928   +0 09 56.4
 DF2715;UTM  17      - 3,757,659.361   234,706.072   MT  1.00046771   -1 36 09.5
 DF2715
 DF2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2715!SPC GA W     -   0.99995623  x   0.99990928  =   0.99986551
 DF2715!UTM  17      -   0.99995623  x   1.00046771  =   1.00042392
 DF2715
 DF2715:                Primary Azimuth Mark                     Grid Az
 DF2715:SPC GA W     -  BV 067 210 AZ MK                         142 30 14.8
 DF2715:UTM  17      -  BV 067 210 AZ MK                         144 16 20.7
 DF2715
 DF2715|---------------------------------------------------------------------|
 DF2715| PID    Reference Object                     Distance      Geod. Az  |
 DF2715|                                                           dddmmss.s |
 DF2715| CY7463 BV 067 210 AZ MK                                   1424011.2 |
 DF2715|---------------------------------------------------------------------|
 DF2715
 DF2715                          SUPERSEDED SURVEY CONTROL
 DF2715
 DF2715  NAD 83(1986)-  33 55 33.55070(N)    083 52 11.37060(W) AD(       ) 1
 DF2715  NAD 27      -  33 55 33.16113(N)    083 52 11.72367(W) AD(       ) 1
 DF2715  NGVD 29 (07/19/86)  308.2    (m)         1011.     (f) VERT ANG       
 DF2715
 DF2715.Superseded values are not recommended for survey control.
 DF2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2715.See file dsdata.txt to determine how the superseded data were derived.
 DF2715
 DF2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3470657659(NAD 83)
 DF2715_MARKER: DD = SURVEY DISK
 DF2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2715
 DF2715  HISTORY     - Date     Condition        Report By
 DF2715  HISTORY     - 1975     MONUMENTED       GADT
 DF2715
 DF2715                          STATION DESCRIPTION
 DF2715
 DF2715'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2715'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST
 DF2715'OF DACULA, 7-1/4 MILES EAST-SOUTHEAST OF LAWRENCEVILLE, AND 5-1/2
 DF2715'MILES EAST-NORTHEAST OF GRAYSON ON THE PROPERTY OF MR. MC LOCHLIN
 DF2715'MULBARY.
 DF2715'
 DF2715'TO REACH THE STATION FROM THE POST OFFICE IN DACULA, GO EAST ALONG
 DF2715'U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 0.25 MILE TO THE JUNCTION OF
 DF2715'DACULA HARBINS ROAD (MONROE STREET, COUNTY ROAD 90917)
 DF2715'CROSSING.  TURN RIGHT, GOING SOUTH ALONG DACULA HARBINS ROAD FOR
 DF2715'1.4 MILES TO THE JUNCTION OF OLD HARBIN LAWRENCEVILLE ROAD
 DF2715'(COUNTY ROAD 234) CROSSING.  CONTINUE SOUTH ALONG DACULA HARBINS
 DF2715'ROAD FOR 0.75 MILE TO THE JUNCTION OF ACE MC MILLEN ROAD (COUNTY
 DF2715'ROAD 255) FORKING TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG
 DF2715'ACE MC MILLEN ROAD FOR 0.25 MILE TO THE JUNCTION OF ETHERIDGE
 DF2715'ROAD (COUNTY ROAD 254) REVERSE FORKING TO THE LEFT.  CONTINUE
 DF2715'SOUTH ALONG ACE MC MILLEN ROAD FOR 0.25 MILE TO THE
 DF2715'JUNCTION OF LAKE EDWARDS ROAD (COUNTY ROAD 253) FORKING TO THE
 DF2715'LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG LAKE
 DF2715'EDWARDS ROAD FOR 0.75 MILE TO THE JUNCTION OF BROOKS ROAD (COUNTY
 DF2715'ROAD 243) CROSSING.  CONTINUE SOUTH ALONG LAKE EDWARDS ROAD FOR
 DF2715'0.65 MILE TO THE JUNCTION OF CAMMIE WAGES ROAD (COUNTY ROAD
 DF2715'269) REVERSE FORKING TO THE LEFT.  CONTINUE SOUTHEASTERLY
 DF2715'ALONG LAKE EDWARDS ROAD FOR 0.75 MILE TO THE STATION ON
 DF2715'THE RIGHT.
 DF2715'
 DF2715'THE STATION IS LOCATED 33 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF2715'OF LAKE EDWARDS ROAD, 101.0 FEET NORTH OF THE NORTH CORNER OF A
 DF2715'HOUSE, 36.0 FEET NORTHEAST OF A POWER POLE, AND 7.0 FEET
 DF2715'SOUTH-SOUTHEAST OF A 12 INCH MAPLE TREE.  IT IS A STANDARD BRASS
 DF2715'DISK STAMPED 067-210, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2715'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2715'UNDERGROUND STATION IS A STANDARD DISK STAMPED 067-210, SET IN THE
 DF2715'TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER
 DF2715'BELOW THE SURFACE OF THE GROUND.
 DF2715'
 DF2715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ALONG
 DF2715'LAKE EDWARDS ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.  IT IS
 DF2715'LOCATED 46 FEET SOUTHWEST OF THE CENTERLINE OF LAKE EDWARDS ROAD,
 DF2715'8.0 FEET SOUTHWEST OF A 36 INCH OAK TREE, 56.0 FEET
 DF2715'NORTH-NORTHEAST OF A POWER POLE, AND 2.0 FEET NORTHEAST OF A
 DF2715'WITNESS POST.  IT IS A STANDARD DISK STAMPED 067-210 AZMK, SET
 DF2715'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2715'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2528 ***********************************************************************
 DG2528  DESIGNATION -  BV 067 211
 DG2528  PID         -  DG2528
 DG2528  STATE/COUNTY-  GA/GWINNETT
 DG2528  USGS QUAD   -  SNELLVILLE (1992)
 DG2528
 DG2528                         *CURRENT SURVEY CONTROL
 DG2528  ___________________________________________________________________
 DG2528* NAD 83(1994)-  33 49 47.06779(N)    084 00 34.68351(W)     ADJUSTED  
 DG2528* NAVD 88     -       299.     (meters)     981.     (feet)  VERTCON   
 DG2528  ___________________________________________________________________
 DG2528  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DG2528  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DG2528
 DG2528  HORZ ORDER  -  SECOND
 DG2528
 DG2528.The horizontal coordinates were established by classical geodetic methods
 DG2528.and adjusted by the National Geodetic Survey in September 1997..
 DG2528
 DG2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2528
 DG2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2528
 DG2528.The geoid height was determined by GEOID03.
 DG2528
 DG2528;                    North         East     Units Scale Factor Converg.
 DG2528;SPC GA W     -   424,631.400   714,534.834   MT  0.99990260   +0 05 14.7
 DG2528;SPC GA W     - 1,393,144.85  2,344,269.70   sFT  0.99990260   +0 05 14.7
 DG2528;UTM  16      - 3,747,301.181   776,751.655   MT  1.00054431   +1 39 57.2
 DG2528;UTM  17      - 3,747,353.230   221,464.452   MT  1.00055653   -1 40 35.8
 DG2528
 DG2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2528!SPC GA W     -   0.99995767  x   0.99990260  =   0.99986027
 DG2528!UTM  16      -   0.99995767  x   1.00054431  =   1.00050195
 DG2528!UTM  17      -   0.99995767  x   1.00055653  =   1.00051417
 DG2528
 DG2528|---------------------------------------------------------------------|
 DG2528| PID    Reference Object                     Distance      Geod. Az  |
 DG2528|                                                           dddmmss.s |
 DG2528| DG2527 BV 067 211 GADT 1975 PTA             15.018 METERS 12648     |
 DG2528| CZ3032 BV 067 211 AZ MK                                   1994602.9 |
 DG2528|---------------------------------------------------------------------|
 DG2528
 DG2528                          SUPERSEDED SURVEY CONTROL
 DG2528
 DG2528  NAD 83(1986)-  33 49 47.07387(N)    084 00 34.68293(W) AD(       ) 2
 DG2528  NAD 27      -  33 49 46.68885(N)    084 00 35.01147(W) AD(       ) 2
 DG2528  NGVD 29 (07/19/86)  299.     (m)          981.     (f) VERT ANG       
 DG2528
 DG2528.Superseded values are not recommended for survey control.
 DG2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2528.See file dsdata.txt to determine how the superseded data were derived.
 DG2528
 DG2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7675247301(NAD 83)
 DG2528_MARKER: DD = SURVEY DISK
 DG2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2528
 DG2528  HISTORY     - Date     Condition        Report By
 DG2528  HISTORY     - 1975     MONUMENTED       GADT
 DG2528
 DG2528                          STATION DESCRIPTION
 DG2528
 DG2528'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2528'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHEAST OF
 DG2528'SNELLVILLE, 5-1/2 MILES SOUTH-SOUTHWEST OF GRAYSON, AND 6-1/4
 DG2528'MILES WEST OF LOGANVILLE ON COUNTY RIGHT OF WAY.
 DG2528'
 DG2528'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 124 AND
 DG2528'U.S. HIGHWAY 78 (STATE ROUTE 10) IN SNELLVILLE, GO SOUTH ALONG
 DG2528'STATE ROUTE 124 FOR 0.05 MILE TO THE JUNCTION OF LEONORA CHURCH
 DG2528'ROAD (COUNTY ROAD 367) TO THE LEFT.  TURN LEFT, GOING
 DG2528'SOUTHEASTERLY ALONG LEONORA CHURCH ROAD FOR 1.8 MILES TO THE
 DG2528'JUNCTION OF COUNTY ROAD 364 (SPRINGDALE DRIVE TO THE RIGHT AND
 DG2528'PATE ROAD TO THE LEFT) CROSSING.  CONTINUE SOUTH ALONG LEONORA
 DG2528'CHURCH ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 DG2528'
 DG2528'THE STATION IS LOCATED 35 FEET WEST-NORTHWEST OF THE CENTERLINE
 DG2528'OF LEONORA CHURCH ROAD, 69.0 FEET WEST OF A POWER POLE ON THE
 DG2528'EAST SIDE OF THE ROAD, 1.7 FEET EAST-SOUTHEAST OF A WITNESS POST
 DG2528'AND A FENCELINE, 41 FEET NORTHEAST OF A POWER POLE WITH A SECURITY
 DG2528'LIGHT, AND 26.0 FEET NORTHEAST OF A CORNER POST ON THE FENCE.  IT
 DG2528'IS A STANDARD BRASS DISK STAMPED 067-211, SET IN THE TOP OF A 10
 DG2528'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2528'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2528'067-211, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DG2528'APPROXIMATELY 0.7 METER BELOW THE SURFACE OF THE GROUND.
 DG2528'
 DG2528'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 DG2528'LEONORA CHURCH ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT
 DG2528'IS LOCATED 41 FEET EAST-SOUTHEAST OF THE CENTERLINE OF LEONORA
 DG2528'CHURCH ROAD, 73.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF A
 DG2528'DRIVEWAY TO THE EAST, 6.5 FEET EAST-SOUTHEAST OF A TELEPHONE
 DG2528'POLE, 66.5 FEET WEST-SOUTHWEST OF A CORNER FENCE POST ON THE
 DG2528'SOUTH SIDE OF THE DRIVEWAY, 30 FEET NORTH-NORTHWEST OF A FENCE
 DG2528'POST AT AN OBTUSE ANGLE IN THE FENCELINE, AND 2.5 FEET WEST
 DG2528'OF A WITNESS POST SET IN THE FENCELINE.  IT IS A STANDARD DISK
 DG2528'STAMPED 067-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2528'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2740 ***********************************************************************
 DF2740  DESIGNATION -  BV 067 212
 DF2740  PID         -  DF2740
 DF2740  STATE/COUNTY-  GA/GWINNETT
 DF2740  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2740
 DF2740                         *CURRENT SURVEY CONTROL
 DF2740  ___________________________________________________________________
 DF2740* NAD 83(1994)-  33 52 31.75390(N)    083 57 02.86970(W)     ADJUSTED  
 DF2740* NAVD 88     -       319.6    (meters)    1049.     (feet)  VERTCON   
 DF2740  ___________________________________________________________________
 DF2740  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DF2740  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DF2740
 DF2740  HORZ ORDER  -  SECOND
 DF2740
 DF2740.The horizontal coordinates were established by classical geodetic methods
 DF2740.and adjusted by the National Geodetic Survey in September 1997..
 DF2740
 DF2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2740
 DF2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2740
 DF2740.The geoid height was determined by GEOID03.
 DF2740
 DF2740;                    North         East     Units Scale Factor Converg.
 DF2740;SPC GA W     -   429,714.922   719,970.132   MT  0.99990491   +0 07 13.2
 DF2740;SPC GA W     - 1,409,823.04  2,362,102.01   sFT  0.99990491   +0 07 13.2
 DF2740;UTM  17      - 3,752,270.040   227,057.293   MT  1.00051849   -1 38 44.7
 DF2740;UTM  16      - 3,752,536.030   782,048.260   MT  1.00058080   +1 42 02.6
 DF2740
 DF2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2740!SPC GA W     -   0.99995443  x   0.99990491  =   0.99985935
 DF2740!UTM  17      -   0.99995443  x   1.00051849  =   1.00047290
 DF2740!UTM  16      -   0.99995443  x   1.00058080  =   1.00053521
 DF2740
 DF2740:                Primary Azimuth Mark                     Grid Az
 DF2740:SPC GA W     -  BV 067 212 AZ MK                         242 12 40.6
 DF2740:UTM  17      -  BV 067 212 AZ MK                         243 58 38.5
 DF2740:UTM  16      -  BV 067 212 AZ MK                         240 37 51.2
 DF2740
 DF2740|---------------------------------------------------------------------|
 DF2740| PID    Reference Object                     Distance      Geod. Az  |
 DF2740|                                                           dddmmss.s |
 DF2740| CY7464 BV 067 212 AZ MK                                   2421953.8 |
 DF2740|---------------------------------------------------------------------|
 DF2740
 DF2740                          SUPERSEDED SURVEY CONTROL
 DF2740
 DF2740  NAD 83(1986)-  33 52 31.76020(N)    083 57 02.86931(W) AD(       ) 2
 DF2740  NAD 27      -  33 52 31.37358(N)    083 57 03.21027(W) AD(       ) 2
 DF2740  NGVD 29 (07/19/86)  319.6    (m)         1049.     (f) VERT ANG       
 DF2740
 DF2740.Superseded values are not recommended for survey control.
 DF2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2740.See file dsdata.txt to determine how the superseded data were derived.
 DF2740
 DF2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2705752270(NAD 83)
 DF2740_MARKER: DD = SURVEY DISK
 DF2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2740+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1998
 DF2740
 DF2740  HISTORY     - Date     Condition        Report By
 DF2740  HISTORY     - 1975     MONUMENTED       GADT
 DF2740  HISTORY     - 19980215 GOOD             GADT
 DF2740
 DF2740                          STATION DESCRIPTION
 DF2740
 DF2740'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2740'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH-SOUTHEAST
 DF2740'OF GRAYSON, 3-3/4 MILES NORTHWEST OF LOGANVILLE, AND 4-1/4 MILES
 DF2740'EAST-NORTHEAST OF SNELLVILLE ON COUNTY RIGHT OF WAY.
 DF2740'
 DF2740'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 78
 DF2740'(STATE ROUTE 10), STATE ROUTE 81, AND STATE ROUTE 20, IN
 DF2740'LOGANVILLE, TRAVEL NORTHWESTERLY ALONG U.S. HIGHWAY 78 FOR 1.2
 DF2740'MILES TO THE JUNCTION OF COUNTY ROAD 309 CROSSING.  CONTINUE
 DF2740'TRAVELING ALONG U.S. HIGHWAY 78 FOR 2.5 MILES TO THE JUNCTION OF
 DF2740'ROSEBUD ROAD (COUNTY ROAD 91345) CROSSING.  TURN RIGHT,
 DF2740'TRAVELING NORTHERLY ALONG ROSEBUD ROAD FOR 0.8 MILE TO THE
 DF2740'JUNCTION OF COOPER ROAD (COUNTY ROAD 318) CROSSING.  TURN
 DF2740'RIGHT, TRAVELING NORTHEASTERLY ALONG COOPER ROAD FOR 1.35
 DF2740'MILES TO THE JUNCTION OF LANGLEY ROAD TO THE RIGHT AND THE
 DF2740'STATION ON THE RIGHT.
 DF2740'
 DF2740'THE STATION IS LOCATED 37 FEET SOUTH OF THE CENTERLINE OF
 DF2740'COOPER ROAD, 99 FEET EAST OF THE CENTERLINE OF LANGLEY ROAD, 2.5
 DF2740'FEET NORTH OF A WITNESS POST, 6.5 FEET EAST-NORTHEAST OF A
 DF2740'TELEPHONE POLE, AND 75.3 FEET NORTH-NORTHEAST OF A POWER POLE.  IT
 DF2740'IS A STANDARD BRASS DISK STAMPED 067-212, SET IN THE TOP OF A
 DF2740'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2740'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2740'067-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2740'0.77 METER BELOW THE SURFACE OF THE GROUND.
 DF2740'
 DF2740'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROSEBUD ROAD
 DF2740'AND COOPER ROAD, TRAVEL SOUTHWEST ALONG COOPER ROAD FOR 0.15 MILE
 DF2740'TO THE MARK ON THE RIGHT.  IT IS LOCATED 35 FEET NORTHWEST OF
 DF2740'THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 DF2740'9.0 FEET NORTH-NORTHEAST OF A POWER POLE, AND 36.1 FEET NORTH OF
 DF2740'A FIRE HYDRANT.  IT IS A STANDARD DISK STAMPED 067-212 AZMK, SET
 DF2740'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2740'THE SURFACE OF THE GROUND.
 DF2740
 DF2740                          STATION RECOVERY (1998)
 DF2740
 DF2740'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1998
 DF2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2750 ***********************************************************************
 DF2750  DESIGNATION -  BV 067 213
 DF2750  PID         -  DF2750
 DF2750  STATE/COUNTY-  GA/GWINNETT
 DF2750  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2750
 DF2750                         *CURRENT SURVEY CONTROL
 DF2750  ___________________________________________________________________
 DF2750* NAD 83(1994)-  33 54 33.98500(N)    083 58 55.94352(W)     ADJUSTED  
 DF2750* NAVD 88     -       322.2    (meters)    1057.     (feet)  VERTCON   
 DF2750  ___________________________________________________________________
 DF2750  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DF2750  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DF2750
 DF2750  HORZ ORDER  -  SECOND
 DF2750
 DF2750.The horizontal coordinates were established by classical geodetic methods
 DF2750.and adjusted by the National Geodetic Survey in September 1997..
 DF2750
 DF2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2750
 DF2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2750
 DF2750.The geoid height was determined by GEOID03.
 DF2750
 DF2750;                    North         East     Units Scale Factor Converg.
 DF2750;SPC GA W     -   433,474.986   717,057.678   MT  0.99990359   +0 06 10.5
 DF2750;SPC GA W     - 1,422,159.18  2,352,546.73   sFT  0.99990359   +0 06 10.5
 DF2750;UTM  17      - 3,756,120.516   224,260.414   MT  1.00053740   -1 39 53.2
 DF2750;UTM  16      - 3,756,216.754   779,031.161   MT  1.00055992   +1 41 04.8
 DF2750
 DF2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2750!SPC GA W     -   0.99995404  x   0.99990359  =   0.99985763
 DF2750!UTM  17      -   0.99995404  x   1.00053740  =   1.00049141
 DF2750!UTM  16      -   0.99995404  x   1.00055992  =   1.00051393
 DF2750
 DF2750:                Primary Azimuth Mark                     Grid Az
 DF2750:SPC GA W     -  BV 067 213 AZ MK                         079 18 57.5
 DF2750:UTM  17      -  BV 067 213 AZ MK                         081 05 01.2
 DF2750:UTM  16      -  BV 067 213 AZ MK                         077 44 03.2
 DF2750
 DF2750|---------------------------------------------------------------------|
 DF2750| PID    Reference Object                     Distance      Geod. Az  |
 DF2750|                                                           dddmmss.s |
 DF2750| CY7465 BV 067 213 AZ MK                                   0792508.0 |
 DF2750|---------------------------------------------------------------------|
 DF2750
 DF2750                          SUPERSEDED SURVEY CONTROL
 DF2750
 DF2750  NAD 83(1986)-  33 54 33.99141(N)    083 58 55.94337(W) AD(       ) 2
 DF2750  NAD 27      -  33 54 33.61499(N)    083 58 56.28133(W) AD(       ) 2
 DF2750  NGVD 29 (07/19/86)  322.2    (m)         1057.     (f) VERT ANG       
 DF2750
 DF2750.Superseded values are not recommended for survey control.
 DF2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2750.See file dsdata.txt to determine how the superseded data were derived.
 DF2750
 DF2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2426056121(NAD 83)
 DF2750_MARKER: DD = SURVEY DISK
 DF2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2750
 DF2750  HISTORY     - Date     Condition        Report By
 DF2750  HISTORY     - 1975     MONUMENTED       GADT
 DF2750
 DF2750                          STATION DESCRIPTION
 DF2750
 DF2750'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2750'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHWEST OF
 DF2750'GRAYSON, 4-1/4 MILES NORTH-NORTHEAST OF SNELLVILLE, AND 3-1/4
 DF2750'MILES SOUTH OF LAWRENCEVILLE ON COUNTY RIGHT OF WAY.
 DF2750'
 DF2750'TO REACH THE STATION FROM THE POST OFFICE IN GRAYSON, GO EAST
 DF2750'ALONG STATE ROUTE 84 FOR 0.05 MILE TO ITS TERMINATION AT THE
 DF2750'JUNCTION OF STATE ROUTE 20 CROSSING.  TURN LEFT, GOING NORTHWEST
 DF2750'ALONG STATE ROUTE 20 FOR 1.1 MILES TO THE JUNCTION OF HILLSIDE
 DF2750'DRIVE (COUNTY ROAD 337) TO THE LEFT.  CONTINUE NORTHWESTERLY
 DF2750'ALONG STATE ROUTE 20 FOR 0.4 MILE TO THE JUNCTION OF WEBB GIN
 DF2750'HOUSE ROAD (COUNTY ROAD 335) TO THE LEFT.  TURN LEFT, GOING
 DF2750'WESTERLY ALONG WEBB GIN HOUSE ROAD FOR 0.5 MILE TO THE AZIMUTH
 DF2750'MARK ON THE LEFT AND A GEORGIA POWER COMPANY SUBSTATION ON
 DF2750'THE RIGHT.  CONTINUE WESTERLY ALONG WEBB GIN HOUSE ROAD FOR
 DF2750'0.2 MILE TO THE STATION ON THE LEFT.
 DF2750'
 DF2750'THE STATION IS LOCATED 23 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF2750'OF WEBB GIN HOUSE ROAD, 57.8 FEET WEST-NORTHWEST OF THE CORNER
 DF2750'OF A FENCE, 6.0 FEET EAST OF THE CENTER OF A LARGE EXPOSED BOULDER
 DF2750'5 FEET IN DIAMETER AND 2 FEET HIGH, AND 1.5 FEET NORTH OF A
 DF2750'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 067-213, SET
 DF2750'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2750'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2750'DISK STAMPED 067-213, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2750'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 DF2750'
 DF2750'THE AZIMUTH MARK IS LOCATED 32 FEET SOUTH OF THE CENTERLINE OF
 DF2750'WEBB GINE HOUSE ROAD, 19.0 FEET NORTH-NORTHWEST OF A POWER POLE
 DF2750'ON THE SOUTH SIDE OF A FENCELINE, 12.5 FEET NORTH OF THE FENCE,
 DF2750'3.5 FEET NORTH OF A WITNESS POST, 124.0 FEET SOUTH-SOUTHEAST OF
 DF2750'THE SOUTHWEST CORNER OF THE FENCE AROUND THE GEORGIA POWER
 DF2750'COMPANY SUBSTATION ON THE NORTH SIDE OF THE ROAD, AND 138.5 FEET
 DF2750'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SUBSTATION
 DF2750'FENCE.  IT IS A STANDARD DISK STAMPED 067-213 AZMK, SET IN THE
 DF2750'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2750'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2524 ***********************************************************************
 DG2524  DESIGNATION -  BV 067 214
 DG2524  PID         -  DG2524
 DG2524  STATE/COUNTY-  GA/GWINNETT
 DG2524  USGS QUAD   -  LUXOMNI (1992)
 DG2524
 DG2524                         *CURRENT SURVEY CONTROL
 DG2524  ___________________________________________________________________
 DG2524* NAD 83(1994)-  33 55 09.13128(N)    084 01 59.33871(W)     ADJUSTED  
 DG2524* NAVD 88     -       310.     (meters)    1017.     (feet)  VERTCON   
 DG2524  ___________________________________________________________________
 DG2524  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG2524  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG2524
 DG2524  HORZ ORDER  -  SECOND
 DG2524
 DG2524.The horizontal coordinates were established by classical geodetic methods
 DG2524.and adjusted by the National Geodetic Survey in September 1997..
 DG2524
 DG2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2524
 DG2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2524
 DG2524.The geoid height was determined by GEOID03.
 DG2524
 DG2524;                    North         East     Units Scale Factor Converg.
 DG2524;SPC GA W     -   434,550.490   712,345.378   MT  0.99990188   +0 04 28.2
 DG2524;SPC GA W     - 1,425,687.73  2,337,086.46   sFT  0.99990188   +0 04 28.2
 DG2524;UTM  16      - 3,757,162.365   774,287.927   MT  1.00052755   +1 39 23.8
 DG2524;UTM  17      - 3,757,341.683   219,580.494   MT  1.00056949   -1 41 37.2
 DG2524
 DG2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2524!SPC GA W     -   0.99995596  x   0.99990188  =   0.99985784
 DG2524!UTM  16      -   0.99995596  x   1.00052755  =   1.00048349
 DG2524!UTM  17      -   0.99995596  x   1.00056949  =   1.00052542
 DG2524
 DG2524|---------------------------------------------------------------------|
 DG2524| PID    Reference Object                     Distance      Geod. Az  |
 DG2524|                                                           dddmmss.s |
 DG2524| DG2523 BV 067 214 GADT 1975 PTA             16.852 METERS 14757     |
 DG2524| CZ3033 BV 067 214 AZ MK                                   1531334.0 |
 DG2524|---------------------------------------------------------------------|
 DG2524
 DG2524                          SUPERSEDED SURVEY CONTROL
 DG2524
 DG2524  NAD 83(1986)-  33 55 09.13717(N)    084 01 59.33865(W) AD(       ) 2
 DG2524  NAD 27      -  33 55 08.75967(N)    084 01 59.66698(W) AD(       ) 2
 DG2524  NGVD 29 (07/19/86)  310.     (m)         1017.     (f) VERT ANG       
 DG2524
 DG2524.Superseded values are not recommended for survey control.
 DG2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2524.See file dsdata.txt to determine how the superseded data were derived.
 DG2524
 DG2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7428857162(NAD 83)
 DG2524_MARKER: DD = SURVEY DISK
 DG2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2524
 DG2524  HISTORY     - Date     Condition        Report By
 DG2524  HISTORY     - 1975     MONUMENTED       GADT
 DG2524
 DG2524                          STATION DESCRIPTION
 DG2524
 DG2524'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DG2524'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF
 DG2524'LAWRENCEVILLE, 4-1/2 MILES NORTH OF SNELLVILLE, AND 4-3/4 MILES
 DG2524'WEST-NORTHWEST OF GRAYSON ON COUNTY RIGHT OF WAY.
 DG2524'
 DG2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 DG2524'ROUTE 8) AND STATE ROUTE 20 IN LAWRENCEVILLE, GO SOUTHWESTERLY
 DG2524'ALONG U.S. HIGHWAY 29 FOR 1.05 MILES TO THE JUNCTION OF GWINNETT
 DG2524'DRIVE.  CONTINUE SOUTHWESTERLY ALONG U.S. HIGHWAY 29 FOR 2.8 MILES
 DG2524'TO THE JUNCTION OF PATTERSON ROAD (COUNTY ROAD 461) TO THE
 DG2524'LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG PATTERSON ROAD FOR
 DG2524'0.35 MILE TO THE JUNCTION OF THE SEABOARD COASTLINE RAILWAY
 DG2524'CROSSING.  CONTINUE SOUTHEASTERLY ALONG PATTERSON ROAD FOR 1.1
 DG2524'MILES TO THE STATION ON THE LEFT.
 DG2524'
 DG2524'THE STATION IS LOCATED 31 FEET NORTHEAST OF THE CENTERLINE OF
 DG2524'PATTERSON ROAD, 13.0 FEET SOUTH OF A 10 INCH PINE TREE, 22.0 FEET
 DG2524'NORTHWEST OF A POWER POLE, AND 2.0 FEET SOUTHWEST OF A WITNESS
 DG2524'POST.  IT IS A STANDARD BRASS DISK STAMPED 067-214, SET IN THE
 DG2524'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2524'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG2524'STAMPED 067-214, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2524'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 DG2524'
 DG2524'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 DG2524'ALONG PATTERSON ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT
 DG2524'IS LOCATED 26 FEET SOUTHWEST OF THE CENTERLINE OF PATTERSON
 DG2524'ROAD, 14.0 FEET EAST OF A 3 INCH PEACH TREE, AND 2.0 FEET
 DG2524'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DG2524'067-214 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2524'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2737 ***********************************************************************
 DF2737  DESIGNATION -  BV 067 215
 DF2737  PID         -  DF2737
 DF2737  STATE/COUNTY-  GA/GWINNETT
 DF2737  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2737
 DF2737                         *CURRENT SURVEY CONTROL
 DF2737  ___________________________________________________________________
 DF2737* NAD 83(1994)-  33 56 01.32320(N)    083 55 59.52123(W)     ADJUSTED  
 DF2737* NAVD 88     -       319.0    (meters)    1047.     (feet)  VERTCON   
 DF2737  ___________________________________________________________________
 DF2737  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DF2737  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DF2737
 DF2737  HORZ ORDER  -  FIRST
 DF2737
 DF2737.The horizontal coordinates were established by classical geodetic methods
 DF2737.and adjusted by the National Geodetic Survey in September 1997..
 DF2737
 DF2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2737
 DF2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2737
 DF2737.The geoid height was determined by GEOID03.
 DF2737
 DF2737;                    North         East     Units Scale Factor Converg.
 DF2737;SPC GA W     -   436,174.956   721,583.343   MT  0.99990574   +0 07 49.2
 DF2737;SPC GA W     - 1,431,017.33  2,367,394.68   sFT  0.99990574   +0 07 49.2
 DF2737;UTM  17      - 3,758,681.136   228,870.078   MT  1.00050631   -1 38 18.3
 DF2737;UTM  16      - 3,759,042.554   783,483.532   MT  1.00059080   +1 42 47.3
 DF2737
 DF2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2737!SPC GA W     -   0.99995454  x   0.99990574  =   0.99986028
 DF2737!UTM  17      -   0.99995454  x   1.00050631  =   1.00046083
 DF2737!UTM  16      -   0.99995454  x   1.00059080  =   1.00054531
 DF2737
 DF2737:                Primary Azimuth Mark                     Grid Az
 DF2737:SPC GA W     -  BV 067 215 AZ MK                         149 14 25.1
 DF2737:UTM  17      -  BV 067 215 AZ MK                         151 00 32.6
 DF2737:UTM  16      -  BV 067 215 AZ MK                         147 39 27.0
 DF2737
 DF2737|---------------------------------------------------------------------|
 DF2737| PID    Reference Object                     Distance      Geod. Az  |
 DF2737|                                                           dddmmss.s |
 DF2737| CY7466 BV 067 215 AZ MK                                   1492214.3 |
 DF2737| DF2739 GRAYSON ATT MICROWAVE               APPROX. 5.5 KM 1923116.5 |
 DF2737|---------------------------------------------------------------------|
 DF2737
 DF2737                          SUPERSEDED SURVEY CONTROL
 DF2737
 DF2737  NAD 83(1986)-  33 56 01.32958(N)    083 55 59.52093(W) AD(       ) 1
 DF2737  NAD 27      -  33 56 00.94470(N)    083 55 59.86896(W) AD(       ) 1
 DF2737  NGVD 29 (07/19/86)  319.0    (m)         1047.     (f) VERT ANG       
 DF2737
 DF2737.Superseded values are not recommended for survey control.
 DF2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2737.See file dsdata.txt to determine how the superseded data were derived.
 DF2737
 DF2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2887058681(NAD 83)
 DF2737_MARKER: DD = SURVEY DISK
 DF2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2737
 DF2737  HISTORY     - Date     Condition        Report By
 DF2737  HISTORY     - 1975     MONUMENTED       GADT
 DF2737
 DF2737                          STATION DESCRIPTION
 DF2737
 DF2737'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2737'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHEAST OF
 DF2737'LAWRENCEVILLE, 3 MILES NORTH-NORTHEAST OF GRAYSON, AND 4-1/2
 DF2737'MILES SOUTH-SOUTHWEST OF DACULA ON THE PROPERTY OF MISS
 DF2737'W. T. SMITH.
 DF2737'
 DF2737'TO REACH THE STATION FROM THE COURTHOUSE IN LAWRENCEVILLE, GO
 DF2737'EAST ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 0.15 MILE TO THE
 DF2737'JUNCTION OF LAWRENCEVILLE-NEW HOPE ROAD (COUNTY ROAD 91344, JACKSON
 DF2737'STREET) TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG
 DF2737'LAWRENCEVILLE-NEW HOPE ROAD FOR 0.45 MILE TO THE JUNCTION OF
 DF2737'STATE ROUTE 124 CROSSING.  CONTINUE SOUTHEASTERLY ALONG
 DF2737'LAWRENCEVILLE-NEW HOPE ROAD FOR 1.75 MILES TO THE JUNCTION OF
 DF2737'SIMONTON ROAD CROSSING.  CONTINUE SOUTHEASTERLY ALONG
 DF2737'LAWRENCEVILLE-NEW HOPE ROAD FOR 1.55 MILES TO PLEASANT GROVE
 DF2737'BAPTIST CHURCH ON THE RIGHT.  CONTINUE ALONG
 DF2737'LAWRENCEVILLE-NEW HOPE ROAD FOR 0.25 MILE TO THE JUNCTION OF
 DF2737'HIRAM DAVIS ROAD (COUNTY ROAD 280) REVERSE FORKING TO THE
 DF2737'LEFT AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, GOING
 DF2737'NORTH ALONG HIRAM DAVIS ROAD FOR 0.35 MILE TO THE STATION ON
 DF2737'THE LEFT.
 DF2737'
 DF2737'THE STATION IS LOCATED 50 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF2737'OF HIRAM DAVIS ROAD, 10.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST
 DF2737'SET AT A 4 INCH HICKORY TREE, 29.5 FEET SOUTHEAST OF THE
 DF2737'SOUTHERNMOST SOUTHEAST CORNER OF THE W.T. SMITH RESIDENCE, 70.5
 DF2737'FEET SOUTH-SOUTHEAST OF AN 8 INCH PINE TREE, AND 37 FEET WEST OF
 DF2737'A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED 067-215, SET
 DF2737'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2737'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2737'STANDARD DISK STAMPED 067-215, SET IN AN IRREGULAR MASS OF
 DF2737'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2737'
 DF2737'THE AZIMUTH MARK IS LOCATED 30 FEET NORTHEAST OF THE CENTERLINE
 DF2737'OF LAWRENCEVILLE NEW HOPE ROAD, 78.3 FEET EAST-NORTHEAST OF
 DF2737'TELEPHONE POLE NUMBER 55 ON THE SOUTHWEST SIDE OF THE ROAD, 88.0
 DF2737'FEET NORTHWEST OF A CONCRETE ROAD NAME MARKER, 20.5 FEET NORTHWEST
 DF2737'OF A POWER POLE, AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  IT
 DF2737'IS A STANDARD DISK STAMPED 067-215 AZMK, SET IN THE TOP OF A 10
 DF2737'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2737'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2744 ***********************************************************************
 DF2744  DESIGNATION -  BV 067 216
 DF2744  PID         -  DF2744
 DF2744  STATE/COUNTY-  GA/GWINNETT
 DF2744  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2744
 DF2744                         *CURRENT SURVEY CONTROL
 DF2744  ___________________________________________________________________
 DF2744* NAD 83(1994)-  33 54 40.34529(N)    083 58 08.86362(W)     ADJUSTED  
 DF2744* NAVD 88     -       328.5    (meters)    1078.     (feet)  VERTCON   
 DF2744  ___________________________________________________________________
 DF2744  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DF2744  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DF2744
 DF2744  HORZ ORDER  -  SECOND
 DF2744
 DF2744.The horizontal coordinates were established by classical geodetic methods
 DF2744.and adjusted by the National Geodetic Survey in September 1997..
 DF2744
 DF2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2744
 DF2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2744
 DF2744.The geoid height was determined by GEOID03.
 DF2744
 DF2744;                    North         East     Units Scale Factor Converg.
 DF2744;SPC GA W     -   433,673.185   718,266.648   MT  0.99990411   +0 06 36.7
 DF2744;SPC GA W     - 1,422,809.44  2,356,513.16   sFT  0.99990411   +0 06 36.7
 DF2744;UTM  17      - 3,756,281.428   225,475.688   MT  1.00052916   -1 39 27.1
 DF2744;UTM  16      - 3,756,448.403   780,234.994   MT  1.00056822   +1 41 31.4
 DF2744
 DF2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2744!SPC GA W     -   0.99995305  x   0.99990411  =   0.99985716
 DF2744!UTM  17      -   0.99995305  x   1.00052916  =   1.00048218
 DF2744!UTM  16      -   0.99995305  x   1.00056822  =   1.00052124
 DF2744
 DF2744:                Primary Azimuth Mark                     Grid Az
 DF2744:SPC GA W     -  BV 067 216 AZ MK                         157 43 06.2
 DF2744:UTM  17      -  BV 067 216 AZ MK                         159 29 10.0
 DF2744:UTM  16      -  BV 067 216 AZ MK                         156 08 11.5
 DF2744
 DF2744|---------------------------------------------------------------------|
 DF2744| PID    Reference Object                     Distance      Geod. Az  |
 DF2744|                                                           dddmmss.s |
 DF2744| CY7467 BV 067 216 AZ MK                                   1574942.9 |
 DF2744|---------------------------------------------------------------------|
 DF2744
 DF2744                          SUPERSEDED SURVEY CONTROL
 DF2744
 DF2744  NAD 83(1986)-  33 54 40.35178(N)    083 58 08.86338(W) AD(       ) 2
 DF2744  NAD 27      -  33 54 39.97604(N)    083 58 09.20486(W) AD(       ) 2
 DF2744  NGVD 29 (07/19/86)  328.5    (m)         1078.     (f) VERT ANG       
 DF2744
 DF2744.Superseded values are not recommended for survey control.
 DF2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2744.See file dsdata.txt to determine how the superseded data were derived.
 DF2744
 DF2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2547656281(NAD 83)
 DF2744_MARKER: DD = SURVEY DISK
 DF2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2744
 DF2744  HISTORY     - Date     Condition        Report By
 DF2744  HISTORY     - 1975     MONUMENTED       GADT
 DF2744
 DF2744                          STATION DESCRIPTION
 DF2744
 DF2744'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2744'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTH-NORTHWEST
 DF2744'OF GRAYSON, 4-3/4 MILES NORTHEAST OF SNELLVILLE, AND 3-1/2 MILES
 DF2744'SOUTH-SOUTHEAST OF LAWRENCEVILLE ON STATE RIGHT OF WAY.
 DF2744'
 DF2744'TO REACH THE STATION FROM THE POST OFFICE IN GRAYSON, GO EAST
 DF2744'ALONG STATE ROUTE 84 FOR 0.05 MILE TO ITS TERMINATION AT THE
 DF2744'JUNCTION OF STATE ROUTE 20 CROSSING.  TURN LEFT, GOING
 DF2744'NORTHWESTERLY ALONG STATE ROUTE 20 FOR 1.15 MILES TO THE JUNCTION
 DF2744'OF HILLSIDE DRIVE (COUNTY ROAD 337) TO THE LEFT.  CONTINUE
 DF2744'NORTHWESTERLY ALONG STATE ROUTE 20 FOR 0.05 MILE TO THE AZIMUTH
 DF2744'MARK ON THE LEFT.  CONTINUE NORTHWESTERLY ALONG STATE ROUTE 20
 DF2744'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DF2744'
 DF2744'THE STATION IS LOCATED 20 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF2744'OF STATE ROUTE 20, 27.7 FEET NORTHEAST OF THE EAST END OF A 78
 DF2744'INCH CROSS DRAIN PIPE UNDER THE HIGHWAY, 31.0 FEET NORTHEAST OF
 DF2744'TELEPHONE POLE NUMBER 91, 96.5 FEET EAST OF A 12 INCH PECAN TREE,
 DF2744'AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF2744'DISK STAMPED 067-216, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2744'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2744'UNDERGROUND STATION IS A STANDARD DISK STAMPED 067-216, SET IN
 DF2744'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW
 DF2744'THE SURFACE OF THE GROUND.
 DF2744'
 DF2744'THE AZIMUTH MARK IS LOCATED 46 FEET WEST-SOUTHWEST OF THE
 DF2744'CENTERLINE OF STATE ROUTE 20, 74.5 FEET NORTH-NORTHWEST OF A
 DF2744'TELEPHONE POLE, 10.5 FEET NORTH OF A FENCE CORNER, 53.0 FEET
 DF2744'NORTH-NORTHEAST OF A 20 INCH PECAN TREE INSIDE THE FENCE, AND 3.0
 DF2744'FEET NORTHEAST OF A WITNESS POST SET IN THE FENCELINE.  IT IS A
 DF2744'STANDARD DISK STAMPED 067-216 AZMK, SET IN THE TOP OF A 10 INCH
 DF2744'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2714 ***********************************************************************
 DF2714  DESIGNATION -  BV 067 217
 DF2714  PID         -  DF2714
 DF2714  STATE/COUNTY-  GA/GWINNETT
 DF2714  USGS QUAD   -  BOLD SPRINGS (1985)
 DF2714
 DF2714                         *CURRENT SURVEY CONTROL
 DF2714  ___________________________________________________________________
 DF2714* NAD 83(1994)-  33 57 14.22851(N)    083 52 02.30389(W)     ADJUSTED  
 DF2714* NAVD 88     -       320.8    (meters)    1052.     (feet)  VERTCON   
 DF2714  ___________________________________________________________________
 DF2714  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DF2714  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DF2714
 DF2714  HORZ ORDER  -  FIRST
 DF2714
 DF2714.The horizontal coordinates were established by classical geodetic methods
 DF2714.and adjusted by the National Geodetic Survey in September 1997..
 DF2714
 DF2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2714
 DF2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2714
 DF2714.The geoid height was determined by GEOID03.
 DF2714
 DF2714;                    North         East     Units Scale Factor Converg.
 DF2714;SPC GA W     -   438,436.877   727,668.507   MT  0.99990943   +0 10 01.9
 DF2714;SPC GA W     - 1,438,438.32  2,387,359.09   sFT  0.99990943   +0 10 01.9
 DF2714;UTM  17      - 3,760,755.311   235,025.733   MT  1.00046562   -1 36 08.6
 DF2714
 DF2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2714!SPC GA W     -   0.99995426  x   0.99990943  =   0.99986369
 DF2714!UTM  17      -   0.99995426  x   1.00046562  =   1.00041985
 DF2714
 DF2714:                Primary Azimuth Mark                     Grid Az
 DF2714:SPC GA W     -  BV 067 217 AZ MK                         347 06 07.5
 DF2714:UTM  17      -  BV 067 217 AZ MK                         348 52 18.0
 DF2714
 DF2714|---------------------------------------------------------------------|
 DF2714| PID    Reference Object                     Distance      Geod. Az  |
 DF2714|                                                           dddmmss.s |
 DF2714| CY7468 BV 067 217 AZ MK                                   3471609.4 |
 DF2714|---------------------------------------------------------------------|
 DF2714
 DF2714                          SUPERSEDED SURVEY CONTROL
 DF2714
 DF2714  NAD 83(1986)-  33 57 14.23544(N)    083 52 02.30333(W) AD(       ) 1
 DF2714  NAD 27      -  33 57 13.84669(N)    083 52 02.66191(W) AD(       ) 1
 DF2714  NGVD 29 (07/19/86)  320.8    (m)         1052.     (f) VERT ANG       
 DF2714
 DF2714.Superseded values are not recommended for survey control.
 DF2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2714.See file dsdata.txt to determine how the superseded data were derived.
 DF2714
 DF2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3502660755(NAD 83)
 DF2714_MARKER: DD = SURVEY DISK
 DF2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2714
 DF2714  HISTORY     - Date     Condition        Report By
 DF2714  HISTORY     - 1975     MONUMENTED       GADT
 DF2714
 DF2714                          STATION DESCRIPTION
 DF2714
 DF2714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2714'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHEAST OF DACULA,
 DF2714'6-1/2 MILES NORTHEAST OF GRAYSON, AND 5 MILES EAST OF
 DF2714'LAWRENCEVILLE ON THE PROPERTY OF W.R. WAGES.
 DF2714'
 DF2714'TO REACH THE STATION FROM THE POST OFFICE IN DACULA, GO EAST
 DF2714'ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 0.3 MILE TO THE JUNCTION
 DF2714'OF DACULA HARBINS ROAD (MONROE STREET, COUNTY ROAD 90917) AT A
 DF2714'TRAFFIC LIGHT.  TURN RIGHT, GOING SOUTHEAST ALONG DACULA HARBINS
 DF2714'ROADD FOR 1.4 MILES TO THE JUNCTION OF OLD LAWRENCEVILLE ROAD
 DF2714'(COUNTY ROAD 234) CROSSING.  CONTINUE SOUTH-SOUTHEAST ALONG
 DF2714'DACULA HARBINS ROAD FOR 0.8 MILE TO THE JUNCTION OF ACE MC MILLEN
 DF2714'ROAD (COUNTY ROAD 255) FORKING TO THE RIGHT.  CONTINUE, NOW
 DF2714'EASTERLY, ALONG DACULA HARBINS ROAD FOR 0.8 MILE TO THE AZIMUTH
 DF2714'MARK ON THE RIGHT.  CONTINUE SOUTHEASTERLY ALONG DACULA
 DF2714'HARBINS ROAD FOR 0.4 MILE TO THE JUNCTION OF WILL WAGES ROAD
 DF2714'(COUNTY ROAD 257) TO THE RIGHT.  TURN RIGHT, GOING
 DF2714'SOUTHWESTERLY ALONG WILL WAGES ROAD FOR 0.15 MILE TO THE STATION
 DF2714'ON THE RIGHT.
 DF2714'
 DF2714'THE STATION IS LOCATED 27 FEET NORTHWEST OF THE CENTERLINE OF
 DF2714'WILL WAGES ROAD, 88.0 FEET EAST-NORTHEAST OF THE CORNER OF A
 DF2714'FENCE AND A NORTHEAST GATE POST, AND 30.0 FEET EAST OF A WITNESS
 DF2714'POST SET IN THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 DF2714'067-217, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2714'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2714'IS A STANDARD DISK STAMPED 067-216 (SIC), SET IN AN IRREGULAR
 DF2714'MASS OF CONCRETE APPROXIMATELY 0.7 METER BELOW THE SURFACE OF
 DF2714'THE GROUND.
 DF2714'
 DF2714'THE AZIMUTH MARK IS LOCATED 39 FEET SOUTHWEST OF THE CENTERLINE
 DF2714'OF DACULA HARBINS ROAD, 22.5 FEET NORTH OF THE CORNER OF A FENCE,
 DF2714'107 FEET SOUTH OF A FIRE HYDRANT ON THE NORTHEAST SIDE OF THE
 DF2714'ROAD, 86 FEET SOUTHWEST OF A 15 INCH PECAN TREE ON THE NORTHEAST
 DF2714'SIDE OF THE ROAD, AND 1.5 FEET NORTHEAST OF A WITNESS POST SET IN
 DF2714'THE FENCELINE.  IT IS A STANDARD DISK STAMPED 067-217 AZMK, SET
 DF2714'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2714'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2738 ***********************************************************************
 DF2738  DESIGNATION -  BV 067 218
 DF2738  PID         -  DF2738
 DF2738  STATE/COUNTY-  GA/GWINNETT
 DF2738  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2738
 DF2738                         *CURRENT SURVEY CONTROL
 DF2738  ___________________________________________________________________
 DF2738* NAD 83(1994)-  33 57 34.23890(N)    083 56 31.35878(W)     ADJUSTED  
 DF2738* NAVD 88     -       331.3    (meters)    1087.     (feet)  VERTCON   
 DF2738  ___________________________________________________________________
 DF2738  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DF2738  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DF2738
 DF2738  HORZ ORDER  -  SECOND
 DF2738
 DF2738.The horizontal coordinates were established by classical geodetic methods
 DF2738.and adjusted by the National Geodetic Survey in September 1997..
 DF2738
 DF2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2738
 DF2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2738
 DF2738.The geoid height was determined by GEOID03.
 DF2738
 DF2738;                    North         East     Units Scale Factor Converg.
 DF2738;SPC GA W     -   439,035.727   720,759.492   MT  0.99990531   +0 07 31.7
 DF2738;SPC GA W     - 1,440,403.05  2,364,691.77   sFT  0.99990531   +0 07 31.7
 DF2738;UTM  17      - 3,761,567.720   228,134.505   MT  1.00051123   -1 38 40.0
 DF2738;UTM  16      - 3,761,881.403   782,580.334   MT  1.00058449   +1 42 33.6
 DF2738
 DF2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2738!SPC GA W     -   0.99995261  x   0.99990531  =   0.99985793
 DF2738!UTM  17      -   0.99995261  x   1.00051123  =   1.00046382
 DF2738!UTM  16      -   0.99995261  x   1.00058449  =   1.00053708
 DF2738
 DF2738:                Primary Azimuth Mark                     Grid Az
 DF2738:SPC GA W     -  BV 067 218 AZ MK                         303 45 01.4
 DF2738:UTM  17      -  BV 067 218 AZ MK                         305 31 13.1
 DF2738:UTM  16      -  BV 067 218 AZ MK                         302 09 59.5
 DF2738
 DF2738|---------------------------------------------------------------------|
 DF2738| PID    Reference Object                     Distance      Geod. Az  |
 DF2738|                                                           dddmmss.s |
 DF2738| CY7469 BV 067 218 AZ MK                                   3035233.1 |
 DF2738|---------------------------------------------------------------------|
 DF2738
 DF2738                          SUPERSEDED SURVEY CONTROL
 DF2738
 DF2738  NAD 83(1986)-  33 57 34.24570(N)    083 56 31.35833(W) AD(       ) 2
 DF2738  NAD 27      -  33 57 33.86666(N)    083 56 31.70916(W) AD(       ) 2
 DF2738  NGVD 29 (07/19/86)  331.3    (m)         1087.     (f) VERT ANG       
 DF2738
 DF2738.Superseded values are not recommended for survey control.
 DF2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2738.See file dsdata.txt to determine how the superseded data were derived.
 DF2738
 DF2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2813561568(NAD 83)
 DF2738_MARKER: DD = SURVEY DISK
 DF2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2738
 DF2738  HISTORY     - Date     Condition        Report By
 DF2738  HISTORY     - 1975     MONUMENTED       GADT
 DF2738
 DF2738                          STATION DESCRIPTION
 DF2738
 DF2738'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2738'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES EAST OF
 DF2738'LAWRENCEVILLE, 3-1/4 MILES SOUTHWEST OF DACULA, AND 7-1/2 MILES
 DF2738'WEST-SOUTHWEST OF AUBURN ON COUNTY RIGHT OF WAY.
 DF2738'
 DF2738'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20 AND
 DF2738'U.S. HIGHWAY 29 (STATE ROUTE 8) IN LAWRENCEVILLE, GO EAST ALONG
 DF2738'U.S. HIGHWAY 29 FOR 0.3 MILE TO THE JUNCTION OF STATE ROUTE 124
 DF2738'TO THE LEFT.  CONTINUE NORTHEASTERLY ALONG U.S. HIGHWAY 29 FOR
 DF2738'1.9 MILES TO THE JUNCTION OF MARTINS CHAPEL ROAD (COUNTY ROAD
 DF2738'235) TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG
 DF2738'MARTINS CHAPEL ROAD FOR 0.6 MILE TO THE JUNCTION OF SPRINGLAKE
 DF2738'ROAD (OLD WINDER ROAD, COUNTY ROAD 244) TO THE RIGHT AND THE
 DF2738'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEASTERLY ALONG
 DF2738'MARTINS CHAPEL ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 DF2738'
 DF2738'THE STATION IS LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF
 DF2738'MARTINS CHAPEL ROAD, 37.0 FEET EAST OF A FIRE HYDRANT, 109.0 FEET
 DF2738'NORTH OF A POWER POLE ON THE SOUTHWEST SIDE OF THE ROAD, 3.0 FEET
 DF2738'SOUTHWEST OF A FENCELINE, AND 2.5 FEET SOUTHWEST OF A WITNESS
 DF2738'POST.  IT IS A STANDARD BRASS DISK STAMPED 067-218, SET IN THE
 DF2738'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2738'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2738'DISK STAMPED 067-218, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2738'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2738'
 DF2738'THE AZIMUTH MARK IS LOCATED 42 FEET SOUTH-SOUTHEAST OF THE
 DF2738'CENTERLINE OF SPRINGLAKE ROAD, 186 FEET SOUTHWEST OF THE POINT OF
 DF2738'INTERSECTION OF THE CENTERLINES OF MARTIN CHAPEL ROAD AND
 DF2738'SPRINGLAKE ROAD, 47.0 FEET EAST-NORTHEAST OF A TELEPHONE POLE, AND
 DF2738'2.0 FEET NORTHWEST OF A FENCELINE AND WITNESS POST.  IT IS A
 DF2738'STANDARD DISK STAMPED 067-218 AZMK, SET IN THE TOP OF A 10 INCH
 DF2738'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2747 ***********************************************************************
 DF2747  DESIGNATION -  BV 067 219
 DF2747  PID         -  DF2747
 DF2747  STATE/COUNTY-  GA/GWINNETT
 DF2747  USGS QUAD   -  LAWRENCEVILLE (1998)
 DF2747
 DF2747                         *CURRENT SURVEY CONTROL
 DF2747  ___________________________________________________________________
 DF2747* NAD 83(1994)-  33 59 24.81706(N)    083 58 25.90101(W)     ADJUSTED  
 DF2747* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 DF2747  ___________________________________________________________________
 DF2747  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DF2747  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DF2747
 DF2747  HORZ ORDER  -  SECOND
 DF2747
 DF2747.The horizontal coordinates were established by classical geodetic methods
 DF2747.and adjusted by the National Geodetic Survey in September 1997..
 DF2747
 DF2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2747
 DF2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2747
 DF2747.The geoid height was determined by GEOID03.
 DF2747
 DF2747;                    North         East     Units Scale Factor Converg.
 DF2747;SPC GA W     -   442,436.505   717,812.545   MT  0.99990391   +0 06 28.0
 DF2747;SPC GA W     - 1,451,560.43  2,355,023.32   sFT  0.99990391   +0 06 28.0
 DF2747;UTM  17      - 3,765,060.082   225,292.295   MT  1.00053038   -1 39 48.9
 DF2747;UTM  16      - 3,765,201.618   779,538.446   MT  1.00056340   +1 41 34.3
 DF2747
 DF2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2747!SPC GA W     -   0.99995157  x   0.99990391  =   0.99985548
 DF2747!UTM  17      -   0.99995157  x   1.00053038  =   1.00048192
 DF2747!UTM  16      -   0.99995157  x   1.00056340  =   1.00051494
 DF2747
 DF2747:                Primary Azimuth Mark                     Grid Az
 DF2747:SPC GA W     -  BV 067 219 AZ MK                         164 15 16.5
 DF2747:UTM  17      -  BV 067 219 AZ MK                         166 01 33.4
 DF2747:UTM  16      -  BV 067 219 AZ MK                         162 40 10.2
 DF2747
 DF2747|---------------------------------------------------------------------|
 DF2747| PID    Reference Object                     Distance      Geod. Az  |
 DF2747|                                                           dddmmss.s |
 DF2747| CY7470 BV 067 219 AZ MK                                   1642144.5 |
 DF2747| DF2746 BV 067 219 GADT 1975 PTA             11.734 METERS 17216     |
 DF2747|---------------------------------------------------------------------|
 DF2747
 DF2747                          SUPERSEDED SURVEY CONTROL
 DF2747
 DF2747  NAD 83(1986)-  33 59 24.82374(N)    083 58 25.90067(W) AD(       ) 2
 DF2747  NAD 27      -  33 59 24.45370(N)    083 58 26.24382(W) AD(       ) 2
 DF2747  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 DF2747
 DF2747.Superseded values are not recommended for survey control.
 DF2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2747.See file dsdata.txt to determine how the superseded data were derived.
 DF2747
 DF2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2529265060(NAD 83)
 DF2747_MARKER: DD = SURVEY DISK
 DF2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2747
 DF2747  HISTORY     - Date     Condition        Report By
 DF2747  HISTORY     - 1975     MONUMENTED       GADT
 DF2747
 DF2747                          STATION DESCRIPTION
 DF2747
 DF2747'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2747'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTH-NORTHEAST
 DF2747'OF LAWRENCEVILLE, 4-1/2 MILES WEST OF DACULA, AND 6-3/4 MILES
 DF2747'NORTH OF GRAYSON ON THE PROPERTY OF HI-HOPE CENTER, VINCE LOWRY
 DF2747'WORKSHOP.
 DF2747'
 DF2747'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 AND
 DF2747'124, IN LAWRENCEVILLE, GO NORTH ALONG STATE ROUTE 20 AND 124 FOR
 DF2747'1.2 MILES TO THE JUNCTION OF HURRICANE SHOALS ROAD (COUNTY ROAD
 DF2747'173) CROSSING.  TURN RIGHT, GOING NORTHEASTERLY ALONG HURRICANE
 DF2747'SHOALS ROAD FOR 0.9 MILE TO THE JUNCTION OF HIGH HOPE ROAD TO THE
 DF2747'LEFT.  TURN LEFT, GOING NORTH ALONG HIGH HOPE ROAD FOR 0.5 MILE
 DF2747'TO LAWRENCEVILLE MIDDLE SCHOOL AND THE AZIMUTH MARK ON THE
 DF2747'RIGHT.  CONTINUE NORTH ON HIGH HOPE ROAD FOR 0.2 MILE TO THE
 DF2747'JUNCTION OF A DRIVEWAY TO HIGH HOPE CENTER TO THE LEFT AND
 DF2747'THE STATION ON THE LEFT.
 DF2747'
 DF2747'THE STATION IS LOCATED 20 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DF2747'OF THE HIGH HOPE CENTER DRIVEWAY, 133 FEET WEST OF THE POINT OF
 DF2747'INTERSECTION OF THE CENTERLINES OF HIGH HOPE ROAD AND THE
 DF2747'DRIVEWAY, 84.0 FEET SOUTHWEST OF A POWER POLE, AND 7.5 FEET
 DF2747'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2747'STAMPED 067-219, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2747'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2747'UNDERGROUND STATION IS A STANDARD DISK STAMPED 067-219,
 DF2747'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 DF2747'BELOW THE SURFACE OF THE GROUND.
 DF2747'
 DF2747'THE AZIMUTH MARK IS LOCATED 43 FEET EAST OF THE CENTERLINE OF
 DF2747'HIGH HOPE ROAD, 163.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 DF2747'THE LAWRENCEVILLE MIDDLE SCHOOL, 4.5 FEET NORTHWEST OF A POWER
 DF2747'POLE, AND 4.5 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 DF2747'DISK STAMPED 067-219 AZMK, SET IN THE TOP OF A 10 INCH
 DF2747'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1652 ***********************************************************************
 EE1652  DESIGNATION -  BV 067 220
 EE1652  PID         -  EE1652
 EE1652  STATE/COUNTY-  GA/GWINNETT
 EE1652  USGS QUAD   -  SUWANEE (1992)
 EE1652
 EE1652                         *CURRENT SURVEY CONTROL
 EE1652  ___________________________________________________________________
 EE1652* NAD 83(1994)-  34 03 35.09124(N)    084 03 52.21177(W)     ADJUSTED  
 EE1652* NAVD 88     -       330.     (meters)    1083.     (feet)  VERTCON   
 EE1652  ___________________________________________________________________
 EE1652  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EE1652  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1652
 EE1652  HORZ ORDER  -  SECOND
 EE1652
 EE1652.The horizontal coordinates were established by classical geodetic methods
 EE1652.and adjusted by the National Geodetic Survey in September 1997..
 EE1652
 EE1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1652
 EE1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1652
 EE1652.The geoid height was determined by GEOID03.
 EE1652
 EE1652;                    North         East     Units Scale Factor Converg.
 EE1652;SPC GA W     -   450,135.111   709,430.789   MT  0.99990110   +0 03 26.0
 EE1652;SPC GA W     - 1,476,818.28  2,327,524.18   sFT  0.99990110   +0 03 26.0
 EE1652;UTM  16      - 3,772,669.936   770,941.337   MT  1.00050503   +1 38 42.2
 EE1652;UTM  17      - 3,773,019.551   217,147.407   MT  1.00058636   -1 43 02.8
 EE1652
 EE1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1652!SPC GA W     -   0.99995283  x   0.99990110  =   0.99985394
 EE1652!UTM  16      -   0.99995283  x   1.00050503  =   1.00045784
 EE1652!UTM  17      -   0.99995283  x   1.00058636  =   1.00053917
 EE1652
 EE1652:                Primary Azimuth Mark                     Grid Az
 EE1652:SPC GA W     -  BV 067 220 AZ MK                         217 57 01.8
 EE1652:UTM  16      -  BV 067 220 AZ MK                         216 21 45.6
 EE1652:UTM  17      -  BV 067 220 AZ MK                         219 43 30.6
 EE1652
 EE1652|---------------------------------------------------------------------|
 EE1652| PID    Reference Object                     Distance      Geod. Az  |
 EE1652|                                                           dddmmss.s |
 EE1652| CZ4359 BV 067 220 AZ MK                                   2180027.8 |
 EE1652| EE1653 BV 067 220 GADT 1975 PTA             10.181 METERS 23930     |
 EE1652|---------------------------------------------------------------------|
 EE1652
 EE1652                          SUPERSEDED SURVEY CONTROL
 EE1652
 EE1652  NAD 83(1986)-  34 03 35.09776(N)    084 03 52.21241(W) AD(       ) 2
 EE1652  NAD 27      -  34 03 34.74188(N)    084 03 52.50887(W) AD(       ) 2
 EE1652  NGVD 29 (07/19/86)  330.     (m)         1083.     (f) VERT ANG       
 EE1652
 EE1652.Superseded values are not recommended for survey control.
 EE1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1652.See file dsdata.txt to determine how the superseded data were derived.
 EE1652
 EE1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7094172670(NAD 83)
 EE1652_MARKER: DD = SURVEY DISK
 EE1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1652+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 EE1652
 EE1652  HISTORY     - Date     Condition        Report By
 EE1652  HISTORY     - 1975     MONUMENTED       GADT
 EE1652  HISTORY     - 20010531 GOOD             GADT
 EE1652
 EE1652                          STATION DESCRIPTION
 EE1652
 EE1652'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1652'THE STATION IS LOCATED IN SUWANEE ON COUNTY RIGHT OF WAY.
 EE1652'
 EE1652'TO REACH THE STATION FROM THE POST OFFICE IN SUWANEE, GO
 EE1652'NORTHEASTERLY ALONG U.S. HIGHWAY 23 FOR 0.65 MILE TO THE JUNCTION
 EE1652'OF STATE ROUTE 317 TO THE RIGHT AND COUNTY ROAD 91347 TO THE
 EE1652'LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 91347
 EE1652'FOR 0.1 MILE TO THE JUNCTION OF PEACHTREE ROAD (COUNTY ROAD
 EE1652'696) TO THE RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG
 EE1652'PEACHTREE ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 EE1652'
 EE1652'THE STATION IS LOCATED 34 FEET SOUTHEAST OF THE CENTERLINE OF
 EE1652'PEACHTREE ROAD, 8.5 FEET WEST-SOUTHWEST OF A 20 INCH PINE TREE,
 EE1652'19.0 FEET NORTH OF A 22 INCH PINE TREE, AND 5.0 FEET WEST-NORTHWEST
 EE1652'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 067-220,
 EE1652'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1652'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 EE1652'STANDARD DISK STAMPED 067-220, SET IN THE TOP OF AN
 EE1652'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW
 EE1652'THE SURFACE OF THE GROUND.
 EE1652'
 EE1652'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF PEACHTREE ROAD
 EE1652'(COUNTY ROAD 696) AND COUNTY ROAD 91347, GO SOUTHWESTERLY ALONG
 EE1652'PEACHTREE ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 EE1652'IS LOCATED 36 FEET SOUTHEAST OF THE CENTERLINE OF PEACHTREE
 EE1652'ROAD, 13.5 FEET EAST OF A POWER POLE GUY POLE, 95.0 FEET SOUTH
 EE1652'OF THE SOUTHEAST END OF A 24 INCH CROSS DRAIN PIPE UNDER THE
 EE1652'ROAD, 52.5 FEET WEST-NORTHWEST OF THE NORTHWEST RAIL OF THE
 EE1652'SOUTHERN RAILWAY TRACK, AND 2.3 FEET WEST-NORTHWEST OF A
 EE1652'WITNESS POST.  IT IS A STANDARD DISK STAMPED 067-220 AZMK, SET
 EE1652'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1652'THE SURFACE OF THE GROUND.
 EE1652
 EE1652                          STATION RECOVERY (2001)
 EE1652
 EE1652'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1756 ***********************************************************************
 ED1756  DESIGNATION -  BV 067 221
 ED1756  PID         -  ED1756
 ED1756  STATE/COUNTY-  GA/GWINNETT
 ED1756  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1756
 ED1756                         *CURRENT SURVEY CONTROL
 ED1756  ___________________________________________________________________
 ED1756* NAD 83(1994)-  34 02 18.99921(N)    083 53 16.07768(W)     ADJUSTED  
 ED1756* NAVD 88     -       358.2    (meters)    1175.     (feet)  VERTCON   
 ED1756  ___________________________________________________________________
 ED1756  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 ED1756  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 ED1756
 ED1756  HORZ ORDER  -  FIRST
 ED1756
 ED1756.The horizontal coordinates were established by classical geodetic methods
 ED1756.and adjusted by the National Geodetic Survey in September 1997..
 ED1756
 ED1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1756
 ED1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1756
 ED1756.The geoid height was determined by GEOID03.
 ED1756
 ED1756;                    North         East     Units Scale Factor Converg.
 ED1756;SPC GA W     -   447,821.162   725,748.898   MT  0.99990817   +0 09 22.0
 ED1756;SPC GA W     - 1,469,226.60  2,381,061.18   sFT  0.99990817   +0 09 22.0
 ED1756;UTM  17      - 3,770,199.761   233,396.235   MT  1.00047628   -1 37 02.7
 ED1756
 ED1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1756!SPC GA W     -   0.99994840  x   0.99990817  =   0.99985658
 ED1756!UTM  17      -   0.99994840  x   1.00047628  =   1.00042466
 ED1756
 ED1756:                Primary Azimuth Mark                     Grid Az
 ED1756:SPC GA W     -  BV 067 221 AZ MK                         165 41 21.7
 ED1756:UTM  17      -  BV 067 221 AZ MK                         167 27 46.4
 ED1756
 ED1756|---------------------------------------------------------------------|
 ED1756| PID    Reference Object                     Distance      Geod. Az  |
 ED1756|                                                           dddmmss.s |
 ED1756| CZ4360 BV 067 221 AZ MK                                   1655043.7 |
 ED1756|---------------------------------------------------------------------|
 ED1756
 ED1756                          SUPERSEDED SURVEY CONTROL
 ED1756
 ED1756  NAD 83(1986)-  34 02 19.00602(N)    083 53 16.07716(W) AD(       ) 1
 ED1756  NAD 27      -  34 02 18.62469(N)    083 53 16.42989(W) AD(       ) 1
 ED1756  NGVD 29 (07/19/86)  358.2    (m)         1175.     (f) VERT ANG       
 ED1756
 ED1756.Superseded values are not recommended for survey control.
 ED1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1756.See file dsdata.txt to determine how the superseded data were derived.
 ED1756
 ED1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3339670200(NAD 83)
 ED1756_MARKER: DD = SURVEY DISK
 ED1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1756
 ED1756  HISTORY     - Date     Condition        Report By
 ED1756  HISTORY     - 1975     MONUMENTED       GADT
 ED1756
 ED1756                          STATION DESCRIPTION
 ED1756
 ED1756'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1756'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH OF
 ED1756'DACULA, 3-3/4 MILES WEST-NORTHWEST OF AUBURN, AND 8-1/4 MILES
 ED1756'NORTHEAST OF LAWRENCEVILLE ON THE PROPERTY OF MR. M.J. DUNACAN.
 ED1756'
 ED1756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 ED1756'(STATE ROUTE 8) AND STATE ROUTE 324, LOCATED APPROXIMATELY 1-1/4
 ED1756'MILES WEST OF AUBURN, GO NORTHWESTERLY ALONG STATE ROUTE 324 FOR
 ED1756'0.95 MILE TO THE JUNCTION OF BAILEY ROAD (COUNTY ROAD 218)
 ED1756'CROSSING.  CONTINUE NORTHWESTERLY ALONG STATE ROUTE 324 FOR
 ED1756'1.5 MILES TO THE JUNCTION OF FENCE ROAD (COUNTY ROAD 203)
 ED1756'CROSSING.  TURN RIGHT, GOING NORTHEASTERLY ALONG FENCE ROAD FOR
 ED1756'0.35 MILE TO A PAVED DRIVEWAY TO THE M.J. DUNACAN RESIDENCE TO
 ED1756'THE LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG THE PAVED
 ED1756'DRIVEWAY FOR 0.4 MILE TO THE RESIDENCE AND THE STATION ON
 ED1756'THE LEFT.
 ED1756'
 ED1756'THE STATION IS LOCATED ON THE EAST SIDE OF THE DRIVEWAY TURN-OUT,
 ED1756'85.0 FEET EAST OF THE NORTHWEST CORNER OF THE M.J. DUNACAN
 ED1756'RESIDENCE, 3.5 FEET SOUTH OF A WITNESS POST, AND 2.5 FEET
 ED1756'SOUTHEAST OF A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 ED1756'067-221, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1756'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1756'IS A STANDARD DISK STAMPED 067-221, SET IN AN IRREGULAR MASS OF
 ED1756'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 ED1756'GROUND.
 ED1756'
 ED1756'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 324
 ED1756'AND FENCE ROAD, GO NORTHWESTERLY ALONG STATE ROUTE 324 FOR 0.1
 ED1756'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 29 FEET NORTHEAST
 ED1756'OF THE CENTERLINE OF STATE ROUTE 324, 97.0 FEET NORTH-NORTHEAST
 ED1756'OF A 12 INCH PINE TREE ON THE SOUTHWEST SIDE OF THE ROAD, 49.0
 ED1756'FEET WEST-NORTHWEST OF A 4 INCH CEDAR TREE, 1.5 FEET SOUTHWEST
 ED1756'OF A FENCELINE, AND 1.0 FOOT SOUTHWEST OF A WITNESS POST.  IT
 ED1756'IS A STANDARD DISK STAMPED 067-221 AZMK, SET IN THE TOP OF A 10
 ED1756'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1756'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1648 ***********************************************************************
 EE1648  DESIGNATION -  BV 067 222
 EE1648  PID         -  EE1648
 EE1648  STATE/COUNTY-  GA/GWINNETT
 EE1648  USGS QUAD   -  SUWANEE (1992)
 EE1648
 EE1648                         *CURRENT SURVEY CONTROL
 EE1648  ___________________________________________________________________
 EE1648* NAD 83(1994)-  34 02 42.11937(N)    084 00 33.71421(W)     ADJUSTED  
 EE1648* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 EE1648  ___________________________________________________________________
 EE1648  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EE1648  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 EE1648
 EE1648  HORZ ORDER  -  SECOND
 EE1648
 EE1648.The horizontal coordinates were established by classical geodetic methods
 EE1648.and adjusted by the National Geodetic Survey in September 1997..
 EE1648
 EE1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1648
 EE1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1648
 EE1648.The geoid height was determined by GEOID03.
 EE1648
 EE1648;                    North         East     Units Scale Factor Converg.
 EE1648;SPC GA W     -   448,509.555   714,523.157   MT  0.99990260   +0 05 17.0
 EE1648;SPC GA W     - 1,471,485.10  2,344,231.39   sFT  0.99990260   +0 05 17.0
 EE1648;UTM  16      - 3,771,185.165   776,079.972   MT  1.00053969   +1 40 31.3
 EE1648;UTM  17      - 3,771,235.914   222,190.365   MT  1.00055150   -1 41 09.1
 EE1648
 EE1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1648!SPC GA W     -   0.99995110  x   0.99990260  =   0.99985371
 EE1648!UTM  16      -   0.99995110  x   1.00053969  =   1.00049077
 EE1648!UTM  17      -   0.99995110  x   1.00055150  =   1.00050258
 EE1648
 EE1648:                Primary Azimuth Mark                     Grid Az
 EE1648:SPC GA W     -  AMMY                                     103 21 37.5
 EE1648:UTM  16      -  AMMY                                     101 46 23.2
 EE1648:UTM  17      -  AMMY                                     105 08 03.6
 EE1648
 EE1648|---------------------------------------------------------------------|
 EE1648| PID    Reference Object                     Distance      Geod. Az  |
 EE1648|                                                           dddmmss.s |
 EE1648| ED1762 AMMY                                APPROX. 4.6 KM 1032654.5 |
 EE1648| CZ4361 BV 067 222 AZ MK                                   2024354.8 |
 EE1648| EE1649 BV 067 222 GADT 1975 PTA             22.561 METERS 23545     |
 EE1648|---------------------------------------------------------------------|
 EE1648
 EE1648                          SUPERSEDED SURVEY CONTROL
 EE1648
 EE1648  NAD 83(1986)-  34 02 42.12596(N)    084 00 33.71326(W) AD(       ) 2
 EE1648  NAD 27      -  34 02 41.75915(N)    084 00 34.05682(W) AD(       ) 2
 EE1648  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 EE1648
 EE1648.Superseded values are not recommended for survey control.
 EE1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1648.See file dsdata.txt to determine how the superseded data were derived.
 EE1648
 EE1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7608071185(NAD 83)
 EE1648_MARKER: DD = SURVEY DISK
 EE1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1648+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 EE1648
 EE1648  HISTORY     - Date     Condition        Report By
 EE1648  HISTORY     - 1975     MONUMENTED       GADT
 EE1648  HISTORY     - 20010531 GOOD             GADT
 EE1648
 EE1648                          STATION DESCRIPTION
 EE1648
 EE1648'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1648'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST OF SUWANEE,
 EE1648'5 MILES SOUTH OF BUFORD, AND 4-1/4 MILES SOUTH-SOUTHEAST OF
 EE1648'SUGAR HILL ON COUNTY RIGHT OF WAY.
 EE1648'
 EE1648'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 EE1648'STATE ROUTE 20, LOCATED APPROXIMATELY 4-1/2 MILES EAST OF
 EE1648'SUWANEE, GO SOUTH ALONG STATE ROUTE 20 FOR 0.85 MILE TO THE
 EE1648'JUNCTION OF ROCK SPRINGS ROAD (COUNTY ROAD 104) CROSSING.  TURN
 EE1648'RIGHT, GOING WESTERLY ALONG ROCK SPRINGS ROAD FOR 1.15 MILES TO
 EE1648'THE STATION ON THE LEFT.
 EE1648'
 EE1648'THE STATION IS LOCATED 32 FEET EAST-SOUTHEAST OF THE CENTERLINE
 EE1648'OF ROCK SPRINGS ROAD, 12.0 FEET SOUTHWEST OF A TELEPHONE POLE,
 EE1648'AND 2.5 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 EE1648'BRASS DISK STAMPED 067-222, SET IN THE TOP OF A 10 INCH
 EE1648'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1648'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 EE1648'067-222, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 EE1648'0.71 METER BELOW THE SURFACE OF THE GROUND.
 EE1648'
 EE1648'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 EE1648'ROCK SPRINGS ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS
 EE1648'LOCATED 41 FEET SOUTHEAST OF THE CENTERLINE OF ROCK SPRINGS
 EE1648'ROAD, 12.0 FEET WEST OF A POWER POLE, 4.0 FEET NORTH-NORTHWEST
 EE1648'OF A FENCELINE, AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS
 EE1648'POST.  IT IS A STANDARD DISK STAMPED 067-222 AZMK, SET IN THE
 EE1648'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1648'SURFACE OF THE GROUND.
 EE1648
 EE1648                          STATION RECOVERY (2001)
 EE1648
 EE1648'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1758 ***********************************************************************
 ED1758  DESIGNATION -  BV 067 223
 ED1758  PID         -  ED1758
 ED1758  STATE/COUNTY-  GA/GWINNETT
 ED1758  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1758
 ED1758                         *CURRENT SURVEY CONTROL
 ED1758  ___________________________________________________________________
 ED1758* NAD 83(1994)-  34 04 32.39298(N)    083 55 04.58693(W)     ADJUSTED  
 ED1758* NAVD 88     -       367.6    (meters)    1206.     (feet)  VERTCON   
 ED1758  ___________________________________________________________________
 ED1758  X           -     560,366.996 (meters)                     COMP
 ED1758  Y           -  -5,259,070.485 (meters)                     COMP
 ED1758  Z           -   3,553,590.955 (meters)                     COMP
 ED1758  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ED1758  ELLIP HEIGHT-         338.06  (meters)          (09/03/97) GPS OBS
 ED1758  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 ED1758
 ED1758  HORZ ORDER  -  FIRST
 ED1758  ELLP ORDER  -  FOURTH    CLASS II
 ED1758
 ED1758.The horizontal coordinates were established by classical geodetic methods
 ED1758.and adjusted by the National Geodetic Survey in September 1997..
 ED1758
 ED1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1758
 ED1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1758
 ED1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1758
 ED1758.The ellipsoidal height was determined by GPS observations
 ED1758.and is referenced to NAD 83.
 ED1758
 ED1758.The geoid height was determined by GEOID03.
 ED1758
 ED1758;                    North         East     Units Scale Factor Converg.
 ED1758;SPC GA W     -   451,923.730   722,955.822   MT  0.99990649   +0 08 21.7
 ED1758;SPC GA W     - 1,482,686.44  2,371,897.56   sFT  0.99990649   +0 08 21.7
 ED1758;UTM  17      - 3,774,389.265   230,729.989   MT  1.00049389   -1 38 09.1
 ED1758;UTM  16      - 3,774,834.134   784,420.321   MT  1.00059733   +1 43 40.8
 ED1758
 ED1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1758!SPC GA W     -   0.99994693  x   0.99990649  =   0.99985343
 ED1758!UTM  17      -   0.99994693  x   1.00049389  =   1.00044080
 ED1758!UTM  16      -   0.99994693  x   1.00059733  =   1.00054423
 ED1758
 ED1758:                Primary Azimuth Mark                     Grid Az
 ED1758:SPC GA W     -  BV 067 223 AZ MK                         087 34 22.4
 ED1758:UTM  17      -  BV 067 223 AZ MK                         089 20 53.2
 ED1758:UTM  16      -  BV 067 223 AZ MK                         085 59 03.3
 ED1758
 ED1758|---------------------------------------------------------------------|
 ED1758| PID    Reference Object                     Distance      Geod. Az  |
 ED1758|                                                           dddmmss.s |
 ED1758| CZ4362 BV 067 223 AZ MK                                   0874244.1 |
 ED1758|---------------------------------------------------------------------|
 ED1758
 ED1758                          SUPERSEDED SURVEY CONTROL
 ED1758
 ED1758  NAD 83(1986)-  34 04 32.39869(N)    083 55 04.58327(W) AD(       ) 1
 ED1758  NAD 27      -  34 04 32.02470(N)    083 55 04.93119(W) AD(       ) 1
 ED1758  NGVD 29 (07/19/86)  367.6    (m)         1206.     (f) VERT ANG       
 ED1758
 ED1758.Superseded values are not recommended for survey control.
 ED1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1758.See file dsdata.txt to determine how the superseded data were derived.
 ED1758
 ED1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3073074389(NAD 83)
 ED1758_MARKER: DD = SURVEY DISK
 ED1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1758_SP_SET: CONCRETE POST
 ED1758_STAMPING: BV 067-223 1975 GA DOT
 ED1758_MARK LOGO: GADT  
 ED1758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1758+STABILITY: SURFACE MOTION
 ED1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1758+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1989
 ED1758
 ED1758  HISTORY     - Date     Condition        Report By
 ED1758  HISTORY     - 1975     MONUMENTED       GADT
 ED1758  HISTORY     - 1975     GOOD             GADT
 ED1758  HISTORY     - 19881001 GOOD             HOBBS
 ED1758  HISTORY     - 19890508 GOOD
 ED1758
 ED1758                          STATION DESCRIPTION
 ED1758
 ED1758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1758'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTHEAST OF
 ED1758'REST HAVEN, 6 MILES EAST-SOUTHEAST OF BUFORD, AND 6-3/4 MILES
 ED1758'EAST-SOUTHEAST OF SUGAR HILL ON STATE RIGHT OF WAY.
 ED1758'
 ED1758'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 ED1758'STATE ROUTE 53, LOCATED APPROXIMATELY 1/2 MILE NORTH OF BRASELTON,
 ED1758'GO WEST-SOUTHWEST ALONG INTERSTATE 85 FOR 2.1 MILES TO A BRIDGE
 ED1758'OVER SMALLBERRY CREEK AND BARROW COUNTY LINE.  CONTINUE
 ED1758'WEST-SOUTHWEST ALONG INTERSTATE 85 FOR 2.1 MILES TO A CULVERT
 ED1758'(DUNCAN CREEK) AND THE GWINNETT COUNTY LINE.  CONTINUE
 ED1758'WEST-SOUTHWEST ALONG INTERSTATE 85 FOR 3.45 MILES TO THE
 ED1758'THOMPSON MILL ROAD BRIDGE OVER INTERSTATE 85 (NO ACCESS).
 ED1758'CONTINUE WEST-SOUTHWEST ALONG INTERSTATE 85 FOR 0.4 MILE
 ED1758'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST-WOUTHWEST
 ED1758'ALONG INTERSTATE 85 FOR 1.25 MILES TO THE EXIT OF HAMILTON
 ED1758'MILL ROAD TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG THE EXIT FOR
 ED1758'0.2 MILE TO THE JUNCTION OF HAMILTON MILL ROAD CROSSING.  TURN
 ED1758'LEFT, GOING SOUTH ALONG HAMILTON MILL ROAD FOR
 ED1758'APPROXIMATELY 200 FEET TO THE STATION ON THE RIGHT.
 ED1758'
 ED1758'THE STATION IS LOCATED 34 FEET WEST OF THE CENTERLINE OF
 ED1758'HAMILTON MILL ROAD, 170.0 FEET SOUTHWEST OF A POWER POLE ON THE
 ED1758'EAST SIDE OF THE ROAD, 62.0 FEET WEST-NORTHWEST OF THE NORTH
 ED1758'END OF A GUARD RAIL ON THE EAST SIDE OF THE ROAD, 38.5 FEET
 ED1758'NORTH-NORTHWEST OF THE NORTH END OF A GUARD RAIL, 25.0 FEET EAST
 ED1758'OF A POWER POLE, AND 2.7 FEET EAST OF A WITNESS POST.  IT IS A
 ED1758'STANDARD BRASS DISK STAMPED 067-223, SET IN THE TOP OF A 10
 ED1758'INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 ED1758'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1758'067-223, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1758'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 ED1758'
 ED1758'THE AZIMUTH MARK IS LOCATED 103.0 FEET SOUTH-SOUTHEAST OF THE
 ED1758'CENTERLINE OF THE INTERSTATE 85 NORTHBOUND LANE, 127.5 FEET
 ED1758'EAST-NORTHEAST OF THE EASTERNMOST PULL POST OF A RIGHT OF WAY
 ED1758'FENCE BRACE, 184.0 FEET WEST-SOUTHWEST OF THE WESTERNMOST PULL
 ED1758'POST OF ANOTHER FENCE BRACE, AND 2.4 FEET NORTH-NORTHWEST OF
 ED1758'A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 ED1758'STAMPED 067-223 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1758'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 ED1758
 ED1758                          STATION RECOVERY (1975)
 ED1758
 ED1758'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 ED1758'RECOVERED IN GOOD CONDITION.
 ED1758
 ED1758                          STATION RECOVERY (1988)
 ED1758
 ED1758'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 ED1758'RECOVERED IN GOOD CONDITION.
 ED1758
 ED1758                          STATION RECOVERY (1989)
 ED1758
 ED1758'RECOVERED 1989
 ED1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1754 ***********************************************************************
 ED1754  DESIGNATION -  BV 067 224
 ED1754  PID         -  ED1754
 ED1754  STATE/COUNTY-  GA/GWINNETT
 ED1754  USGS QUAD   -  AUBURN (1993)
 ED1754
 ED1754                         *CURRENT SURVEY CONTROL
 ED1754  ___________________________________________________________________
 ED1754* NAD 83(1994)-  34 00 53.52903(N)    083 52 24.81090(W)     ADJUSTED  
 ED1754* NAVD 88     -       304.     (meters)     997.     (feet)  VERTCON   
 ED1754  ___________________________________________________________________
 ED1754  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 ED1754  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 ED1754
 ED1754  HORZ ORDER  -  SECOND
 ED1754
 ED1754.The horizontal coordinates were established by classical geodetic methods
 ED1754.and adjusted by the National Geodetic Survey in September 1997..
 ED1754
 ED1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1754
 ED1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1754
 ED1754.The geoid height was determined by GEOID03.
 ED1754
 ED1754;                    North         East     Units Scale Factor Converg.
 ED1754;SPC GA W     -   445,191.587   727,071.346   MT  0.99990903   +0 09 50.3
 ED1754;SPC GA W     - 1,460,599.40  2,385,399.91   sFT  0.99990903   +0 09 50.3
 ED1754;UTM  17      - 3,767,529.025   234,637.393   MT  1.00046814   -1 36 30.4
 ED1754
 ED1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1754!SPC GA W     -   0.99995691  x   0.99990903  =   0.99986594
 ED1754!UTM  17      -   0.99995691  x   1.00046814  =   1.00042503
 ED1754
 ED1754|---------------------------------------------------------------------|
 ED1754| PID    Reference Object                     Distance      Geod. Az  |
 ED1754|                                                           dddmmss.s |
 ED1754| ED1755 BV 067 224 GADT 1975 PTA             19.457 METERS 24946     |
 ED1754| CZ4363 BV 067 224 AZ MK                                   2584929.3 |
 ED1754|---------------------------------------------------------------------|
 ED1754
 ED1754                          SUPERSEDED SURVEY CONTROL
 ED1754
 ED1754  NAD 83(1986)-  34 00 53.53577(N)    083 52 24.81041(W) AD(       ) 2
 ED1754  NAD 27      -  34 00 53.15269(N)    083 52 25.16698(W) AD(       ) 2
 ED1754  NGVD 29 (07/19/86)  304.     (m)          997.     (f) VERT ANG       
 ED1754
 ED1754.Superseded values are not recommended for survey control.
 ED1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1754.See file dsdata.txt to determine how the superseded data were derived.
 ED1754
 ED1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3463767529(NAD 83)
 ED1754_MARKER: DD = SURVEY DISK
 ED1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1754+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 ED1754
 ED1754  HISTORY     - Date     Condition        Report By
 ED1754  HISTORY     - 1975     MONUMENTED       GADT
 ED1754  HISTORY     - 20060731 GOOD             GEOCAC
 ED1754
 ED1754                          STATION DESCRIPTION
 ED1754
 ED1754'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1754'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTHEAST
 ED1754'OF DACULA, 2-1/2 MILES WEST OF AUBURN, AND 3-3/4 MILES WEST OF
 ED1754'CARL ON COUNTY RIGHT OF WAY.
 ED1754'
 ED1754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 ED1754'(STATE ROUTE 8) AND STATE ROUTE 324, LOCATED APPROXIMATELY 1-1/4
 ED1754'MILES WEST OF AUBURN, GO NORTHWESTERLY ALONG STATE ROUTE 324 FOR
 ED1754'0.1 MILE TO A BRIDGE OVER THE SEABOARD COAST LINE
 ED1754'RAILWAY.  CONTINUE NORTHWESTERLY ALONG STATE ROUTE 324 FOR 0.85
 ED1754'MILE TO THE JUNCTION OF BAILEY ROAD (COUNTY ROAD 218)
 ED1754'CROSSING.  TURN LEFT, GOING WESTERLY ALONG BAILEY ROAD FOR 0.35
 ED1754'MILE TO THE STATION ON THE RIGHT.
 ED1754'
 ED1754'THE STATION IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF
 ED1754'BAILEY ROAD, 6.5 FEET SOUTH OF A FENCELINE, 170.0 FEET WEST OF THE
 ED1754'WEST END OF A 15 INCH DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH,
 ED1754'AND 5.5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1754'DISK STAMPED 067-224, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1754'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1754'UNDERGROUND STATION IS A STANDARD DISK STAMPED 067-224, SET IN
 ED1754'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.62 METER BELOW
 ED1754'THE SURFACE OF THE GROUND.
 ED1754'
 ED1754'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG
 ED1754'BAILEY ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1754'LOCATED 34 FEET NORTHEAST OF THE CENTERLINE OF BAILEY ROAD, 62.0
 ED1754'FEET SOUTH OF A 20 INCH PINE TREE, 8.0 FEET SOUTHWEST OF A
 ED1754'FENCELINE, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 ED1754'STANDARD DISK STAMPED 067-224 AZMK, SET IN THE TOP OF A 10 INCH
 ED1754'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1754
 ED1754                          STATION RECOVERY (2006)
 ED1754
 ED1754'RECOVERY NOTE BY GEOCACHING 2006 (CMH)
 ED1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1750 ***********************************************************************
 ED1750  DESIGNATION -  BV 067 225
 ED1750  PID         -  ED1750
 ED1750  STATE/COUNTY-  GA/GWINNETT
 ED1750  USGS QUAD   -  AUBURN (1993)
 ED1750
 ED1750                         *CURRENT SURVEY CONTROL
 ED1750  ___________________________________________________________________
 ED1750* NAD 83(1994)-  34 07 05.69250(N)    083 49 44.74174(W)     ADJUSTED  
 ED1750* NAVD 88     -       305.1    (meters)    1001.     (feet)  VERTCON   
 ED1750  ___________________________________________________________________
 ED1750  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 ED1750  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED1750
 ED1750  HORZ ORDER  -  SECOND
 ED1750
 ED1750.The horizontal coordinates were established by classical geodetic methods
 ED1750.and adjusted by the National Geodetic Survey in September 1997..
 ED1750
 ED1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1750
 ED1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1750
 ED1750.The geoid height was determined by GEOID03.
 ED1750
 ED1750;                    North         East     Units Scale Factor Converg.
 ED1750;SPC GA W     -   456,670.300   731,140.166   MT  0.99991195   +0 11 21.6
 ED1750;SPC GA W     - 1,498,259.14  2,398,749.03   sFT  0.99991195   +0 11 21.6
 ED1750;UTM  17      - 3,778,882.385   239,062.163   MT  1.00043941   -1 35 15.9
 ED1750
 ED1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1750!SPC GA W     -   0.99995675  x   0.99991195  =   0.99986871
 ED1750!UTM  17      -   0.99995675  x   1.00043941  =   1.00039614
 ED1750
 ED1750|---------------------------------------------------------------------|
 ED1750| PID    Reference Object                     Distance      Geod. Az  |
 ED1750|                                                           dddmmss.s |
 ED1750| CZ4365 BV 067 225 RM 1                      27.004 METERS 08659     |
 ED1750| ED1746 BRASELTON S MUN TANK                APPROX. 5.9 KM 1022903.8 |
 ED1750| ED1744 HOSCHTON MUN TANK                   APPROX. 6.6 KM 1104533.3 |
 ED1750| CZ4364 BV 067 225 AZ MK                                   1190809.9 |
 ED1750| CZ4366 BV 067 225 RM 2                      16.682 METERS 35724     |
 ED1750|---------------------------------------------------------------------|
 ED1750
 ED1750                          SUPERSEDED SURVEY CONTROL
 ED1750
 ED1750  NAD 83(1986)-  34 07 05.69905(N)    083 49 44.74138(W) AD(       ) 2
 ED1750  NAD 27      -  34 07 05.31686(N)    083 49 45.11598(W) AD(       ) 2
 ED1750  NGVD 29 (07/19/86)  305.1    (m)         1001.     (f) VERT ANG       
 ED1750
 ED1750.Superseded values are not recommended for survey control.
 ED1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1750.See file dsdata.txt to determine how the superseded data were derived.
 ED1750
 ED1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3906278882(NAD 83)
 ED1750_MARKER: DD = SURVEY DISK
 ED1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1750
 ED1750  HISTORY     - Date     Condition        Report By
 ED1750  HISTORY     - 1975     MONUMENTED       GADT
 ED1750
 ED1750                          STATION DESCRIPTION
 ED1750
 ED1750'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1750'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST OF BRASELTON,
 ED1750'4 MILES WEST-NORTHWEST OF HOSCHTON, AND 7-1/2 MILES NORTH OF
 ED1750'AUBURN ON THE PROPERTY OF MR. D. HARRIS.
 ED1750'
 ED1750'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 124 AND
 ED1750'STATE ROUTE 211, APPROXIMATELY 2-3/4 MILES WEST-SOUTHWEST OF
 ED1750'BRASELTON, GO NORTHWESTERLY ALONG STATE ROUTE 211 FOR 0.3 MILE TO
 ED1750'A BRIDGE OVER INTERSTATE 85.  CONTINUE NORTHWESTERLY ALONG STATE
 ED1750'ROUTE 211 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ED1750'CONTINUE NORTHWESTERLY ALONG STATE ROUTE 211 FOR 0.5 MILE TO THE
 ED1750'JUNCTION OF COUNTY ROAD 142 TO THE LEFT.  TURN LEFT, GOING
 ED1750'SOUTHWEST ALONG COUNTY ROAD 142 FOR 0.2 MILE TO THE
 ED1750'STATION ON THE RIGHT (LOCATED ON TOP OF A HILL IN A PASTURE).
 ED1750'
 ED1750'THE STATION IS LOCATED 395 FEET NORTHWEST OF THE CENTERLINE
 ED1750'OF COUNTY ROAD 142, 301.0 FEET WEST OF A POWER POLE AND 371.0 FEET
 ED1750'NORTHWEST OF A WITNESS POST SET ON A FENCELINE RUNNING PARALLEL
 ED1750'WITH THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 067-225,
 ED1750'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH
 ED1750'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1750'STANDARD DISK STAMPED 067-225, SET IN THE TOP OF AN IRREGULAR
 ED1750'MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE
 ED1750'OF THE GROUND.
 ED1750'
 ED1750'RM 1 IS LOCATED 260.0 FEET WEST OF THE POWER POLE AND 342.0
 ED1750'FEET NORTH-NORTHWEST OF THE WITNESS POST ON THE FENCELINE.  IT
 ED1750'IS A STANDARD DISK STAMPED 067-225 RM 1, SET IN THE TOP OF A
 ED1750'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1750'THE GROUND.
 ED1750'
 ED1750'RM 2 IS LOCATED 357.0 FEET WEST OF THE POWER POLE AND 447.0
 ED1750'FEET NORTHWEST OF THE WITNESS POST ON THE FENCELINE.  IT IS A
 ED1750'STANDARD DISK STAMPED 067-225 RM 2, SET IN THE TOP OF A 10 INCH
 ED1750'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1750'GROUND.
 ED1750'
 ED1750'THE AZIMUTH MARK IS LOCATED 24 FEET NORTHEAST OF THE CENTERLINE
 ED1750'OF STATE ROUTE 211, 64.0 FEET SOUTH OF THE SOUTH CORNER OF AN
 ED1750'OLD FRAME HOUSE, 139.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 ED1750'FENCE, 124.0 FEET NORTH-NORTHEAST OF THE WEST CORNER OF A FENCE ON
 ED1750'THE SOUTHWEST SIDE OF THE HIGHWAY, AND 2.0 FEET SOUTHWEST OF A
 ED1750'WITNESS POST SET ON THE SOUTH SIDE OF A CATTLE LOADING CHUTE.
 ED1750'IT IS A STANDARD DISK STAMPED 067-225 AZMK, SET IN THE TOP OF A
 ED1750'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1750'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1764 ***********************************************************************
 ED1764  DESIGNATION -  BV 067 226
 ED1764  PID         -  ED1764
 ED1764  STATE/COUNTY-  GA/GWINNETT
 ED1764  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1764
 ED1764                         *CURRENT SURVEY CONTROL
 ED1764  ___________________________________________________________________
 ED1764* NAD 83(1994)-  34 05 08.58115(N)    083 59 29.18421(W)     ADJUSTED  
 ED1764* NAVD 88     -       343.     (meters)    1125.     (feet)  VERTCON   
 ED1764  ___________________________________________________________________
 ED1764  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 ED1764  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 ED1764
 ED1764  HORZ ORDER  -  SECOND
 ED1764
 ED1764.The horizontal coordinates were established by classical geodetic methods
 ED1764.and adjusted by the National Geodetic Survey in September 1997..
 ED1764
 ED1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1764
 ED1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1764
 ED1764.The geoid height was determined by GEOID03.
 ED1764
 ED1764;                    North         East     Units Scale Factor Converg.
 ED1764;SPC GA W     -   453,024.595   716,170.387   MT  0.99990322   +0 05 53.5
 ED1764;SPC GA W     - 1,486,298.19  2,349,635.68   sFT  0.99990322   +0 05 53.5
 ED1764;UTM  17      - 3,775,700.638   223,977.792   MT  1.00053929   -1 40 39.2
 ED1764;UTM  16      - 3,775,747.051   777,602.414   MT  1.00055008   +1 41 13.8
 ED1764
 ED1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1764!SPC GA W     -   0.99995079  x   0.99990322  =   0.99985402
 ED1764!UTM  17      -   0.99995079  x   1.00053929  =   1.00049005
 ED1764!UTM  16      -   0.99995079  x   1.00055008  =   1.00050084
 ED1764
 ED1764|---------------------------------------------------------------------|
 ED1764| PID    Reference Object                     Distance      Geod. Az  |
 ED1764|                                                           dddmmss.s |
 ED1764| ED1765 BV 067 226 GADT 1975 PTA             22.273 METERS 26157     |
 ED1764| CZ4367 BV 067 226 AZ MK                                   3082115.0 |
 ED1764|---------------------------------------------------------------------|
 ED1764
 ED1764                          SUPERSEDED SURVEY CONTROL
 ED1764
 ED1764  NAD 83(1986)-  34 05 08.58778(N)    083 59 29.18436(W) AD(       ) 2
 ED1764  NAD 27      -  34 05 08.22058(N)    083 59 29.50836(W) AD(       ) 2
 ED1764  NGVD 29 (07/19/86)  343.     (m)         1125.     (f) VERT ANG       
 ED1764
 ED1764.Superseded values are not recommended for survey control.
 ED1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1764.See file dsdata.txt to determine how the superseded data were derived.
 ED1764
 ED1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2397875701(NAD 83)
 ED1764_MARKER: DD = SURVEY DISK
 ED1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1764
 ED1764  HISTORY     - Date     Condition        Report By
 ED1764  HISTORY     - 1975     MONUMENTED       GADT
 ED1764
 ED1764                          STATION DESCRIPTION
 ED1764
 ED1764'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1764'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST
 ED1764'OF SUGAR HILL, 2-1/2 MILES SOUTH-SOUTHEAST OF BUFORD, AND 5-1/4
 ED1764'MILES EAST-NORTHEAST OF SUWANEE ON STATE RIGHT OF WAY.
 ED1764'
 ED1764'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 365 AND 20,
 ED1764'LOCATED APPROXIMATELY 2-1/4 MILES SOUTH-SOUTHEAST OF BUFORD, GO
 ED1764'SOUTHEASTERLY ALONG STATE ROUTE 20 FOR 0.15 MILE TO THE STATION
 ED1764'ON THE LEFT.
 ED1764'
 ED1764'THE STATION IS LOCATED IN THE HIGHWAY MEDIAN, 24.0 FEET
 ED1764'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHWESTBOUND LANE OF
 ED1764'STATE ROUTE 20, 29.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 ED1764'THE SOUTHEASTBOUND LANE OF STATE ROUTE 20, 18.0 FEET
 ED1764'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT OF A PAVED MEDIAN
 ED1764'CROSS-OVER, 108.0 FEET EAST-SOUTHEAST OF THE INTERSECTION OF
 ED1764'THE EDGE OF PAVEMENTS OF THE NORTHWEST EDGE OF THE PAVED
 ED1764'CROSS-OVER AND THE NORTHEAST EDGE OF THE HIGHWAY
 ED1764'SOUTHEASTBOUND LANE, 108.0 FEET SOUTHEAST OF THE
 ED1764'INTERSECTION OF THE EDGE OF PAVEMENTS OF THE NORTHWEST EDGE
 ED1764'OF THE CROSS-OVER AND THE SOUTHWEST EDGE OF THE HIGHWAY
 ED1764'NORTHEASTBOUND LANE, AND 2.5 FEET SOUTH-SOUTHWEST OF A
 ED1764'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 067-226, SET
 ED1764'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1764'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1764'DISK STAMPED 067-226, SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1764'CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE
 ED1764'GROUND.
 ED1764'
 ED1764'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 365
 ED1764'AND 20, GO NORTHWESTERLY ALONG STATE ROUTE 20 (U.S. HIGHWAY 23)
 ED1764'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 57.0
 ED1764'FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 20, 86.0
 ED1764'FEET EAST-SOUTHEAST OF A POWER POLE, 235.0 FEET WEST-NORTHWEST OF
 ED1764'ANOTHER POWER POLE, AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS
 ED1764'POST.  IT IS A STANDARD DISK STAMPED 067-226 AZMK, SET IN THE
 ED1764'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1764'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1760 ***********************************************************************
 ED1760  DESIGNATION -  BV 067 227
 ED1760  PID         -  ED1760
 ED1760  STATE/COUNTY-  GA/GWINNETT
 ED1760  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1760
 ED1760                         *CURRENT SURVEY CONTROL
 ED1760  ___________________________________________________________________
 ED1760* NAD 83(1994)-  34 04 04.02594(N)    083 57 21.26151(W)     ADJUSTED  
 ED1760* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 ED1760  ___________________________________________________________________
 ED1760  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 ED1760  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 ED1760
 ED1760  HORZ ORDER  -  SECOND
 ED1760
 ED1760.The horizontal coordinates were established by classical geodetic methods
 ED1760.and adjusted by the National Geodetic Survey in September 1997..
 ED1760
 ED1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1760
 ED1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1760
 ED1760.The geoid height was determined by GEOID03.
 ED1760
 ED1760;                    North         East     Units Scale Factor Converg.
 ED1760;SPC GA W     -   451,041.894   719,453.673   MT  0.99990466   +0 07 05.0
 ED1760;SPC GA W     - 1,479,793.28  2,360,407.59   sFT  0.99990466   +0 07 05.0
 ED1760;UTM  17      - 3,773,615.870   227,200.088   MT  1.00051749   -1 39 24.6
 ED1760;UTM  16      - 3,773,854.891   780,941.599   MT  1.00057308   +1 42 22.8
 ED1760
 ED1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1760!SPC GA W     -   0.99994749  x   0.99990466  =   0.99985216
 ED1760!UTM  17      -   0.99994749  x   1.00051749  =   1.00046496
 ED1760!UTM  16      -   0.99994749  x   1.00057308  =   1.00052054
 ED1760
 ED1760:                Primary Azimuth Mark                     Grid Az
 ED1760:SPC GA W     -  BV 067 227 AZ MK                         095 23 07.6
 ED1760:UTM  17      -  BV 067 227 AZ MK                         097 09 37.2
 ED1760:UTM  16      -  BV 067 227 AZ MK                         093 47 49.8
 ED1760
 ED1760|---------------------------------------------------------------------|
 ED1760| PID    Reference Object                     Distance      Geod. Az  |
 ED1760|                                                           dddmmss.s |
 ED1760| CZ4368 BV 067 227 AZ MK                                   0953012.6 |
 ED1760| ED1761 BV 067 227 GADT 1975 PTA             12.080 METERS 32526     |
 ED1760|---------------------------------------------------------------------|
 ED1760
 ED1760                          SUPERSEDED SURVEY CONTROL
 ED1760
 ED1760  NAD 83(1986)-  34 04 04.03241(N)    083 57 21.26050(W) AD(       ) 2
 ED1760  NAD 27      -  34 04 03.66500(N)    083 57 21.60727(W) AD(       ) 2
 ED1760  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 ED1760
 ED1760.Superseded values are not recommended for survey control.
 ED1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1760.See file dsdata.txt to determine how the superseded data were derived.
 ED1760
 ED1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2720073616(NAD 83)
 ED1760_MARKER: DD = SURVEY DISK
 ED1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1760
 ED1760  HISTORY     - Date     Condition        Report By
 ED1760  HISTORY     - 1975     MONUMENTED       GADT
 ED1760
 ED1760                          STATION DESCRIPTION
 ED1760
 ED1760'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1760'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTHEAST OF
 ED1760'BUFORD, 5 MILES EAST-SOUTHEAST OF SUGAR HILL, AND 7 MILES EAST
 ED1760'OF SUWANEE ON STATE RIGHT OF WAY.
 ED1760'
 ED1760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23, STATE
 ED1760'ROUTE 20, AND STATE ROUTE 365, APPROXIMATELY 2-1/4 MILES
 ED1760'SOUTH-SOUTHEAST OF BUFORD, GO SOUTHEAST ALONG STATE ROUTE 20 FOR
 ED1760'1.1 MILES TO THE JUNCTION OF STATE ROUTE 324 TO THE LEFT.  TURN
 ED1760'LEFT, GOING SOUTHEASTERLY ALONG STATE ROUTE 324 (HOG
 ED1760'MOUNTAIN-GRAVEL SPRINGS ROAD) FOR 1.85 MILES TO THE STATION ON THE
 ED1760'RIGHT.
 ED1760'
 ED1760'THE STATION IS LOCATED 40 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED1760'OF STATE ROUTE 324, 6.7 FEET SOUTH OF A POWER POLE, 43.0 FEET
 ED1760'EAST-SOUTHEAST OF A 24 INCH SYCAMORE TREE, 49.0 FEET EAST OF
 ED1760'AN 8 INCH APPLE TREE, 5.8 FEET EAST-NORTHEAST OF A FENCE CORNER,
 ED1760'AND 2.3 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT THE
 ED1760'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 067-227, SET IN
 ED1760'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1760'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1760'DISK STAMPED 067-227, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1760'APPROXIMATELY 0.7 METER BELOW THE SURFACE OF THE GROUND.
 ED1760'
 ED1760'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 ED1760'ALONG STATE ROUTE 324 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 ED1760'LEFT.  IT IS LOCATED 39.0 FEET NORTHEAST OF THE CENTERLINE OF
 ED1760'STATE ROUTE 324, 6.3 FEET SOUTH-SOUTHEAST OF A POWER POLE, 26.0
 ED1760'FEET NORTH OF THE SOUTHEAST END OF A DRAIN PIPE UNDER A FIELD
 ED1760'TRACK ROAD TO THE NORTHEAST, 13.4 FEET WEST OF A NORTHWEST GATE
 ED1760'POST, AND 2.6 FEET SOUTHWEST OF A WITNESS POST SET AT THE
 ED1760'FENCELINE.  IT IS A STANDARD DISK STAMPED 067-227 AZMK, SET IN
 ED1760'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1760'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1774 ***********************************************************************
 ED1774  DESIGNATION -  BV 067 228
 ED1774  PID         -  ED1774
 ED1774  STATE/COUNTY-  GA/GWINNETT
 ED1774  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED1774
 ED1774                         *CURRENT SURVEY CONTROL
 ED1774  ___________________________________________________________________
 ED1774* NAD 83(1994)-  34 07 33.53064(N)    083 57 13.07429(W)     ADJUSTED  
 ED1774* NAVD 88     -       386.     (meters)    1266.     (feet)  VERTCON   
 ED1774  ___________________________________________________________________
 ED1774  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED1774  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 ED1774
 ED1774  HORZ ORDER  -  SECOND
 ED1774
 ED1774.The horizontal coordinates were established by classical geodetic methods
 ED1774.and adjusted by the National Geodetic Survey in September 1997..
 ED1774
 ED1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1774
 ED1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1774
 ED1774.The geoid height was determined by GEOID03.
 ED1774
 ED1774;                    North         East     Units Scale Factor Converg.
 ED1774;SPC GA W     -   457,497.014   719,650.135   MT  0.99990476   +0 07 10.3
 ED1774;SPC GA W     - 1,500,971.45  2,361,052.15   sFT  0.99990476   +0 07 10.3
 ED1774;UTM  17      - 3,780,065.740   227,596.782   MT  1.00051481   -1 39 29.0
 ED1774;UTM  16      - 3,780,317.293   780,958.946   MT  1.00057318   +1 42 36.6
 ED1774
 ED1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1774!SPC GA W     -   0.99994404  x   0.99990476  =   0.99984881
 ED1774!UTM  17      -   0.99994404  x   1.00051481  =   1.00045882
 ED1774!UTM  16      -   0.99994404  x   1.00057318  =   1.00051719
 ED1774
 ED1774:                Primary Azimuth Mark                     Grid Az
 ED1774:SPC GA W     -  BV 067 228 AZ MK                         065 47 58.6
 ED1774:UTM  17      -  BV 067 228 AZ MK                         067 34 37.9
 ED1774:UTM  16      -  BV 067 228 AZ MK                         064 12 32.3
 ED1774
 ED1774|---------------------------------------------------------------------|
 ED1774| PID    Reference Object                     Distance      Geod. Az  |
 ED1774|                                                           dddmmss.s |
 ED1774| CZ4369 BV 067 228 AZ MK                                   0655508.9 |
 ED1774| ED1773 BV 067 228 GADT 1975 PTA             24.145 METERS 11409     |
 ED1774|---------------------------------------------------------------------|
 ED1774
 ED1774                          SUPERSEDED SURVEY CONTROL
 ED1774
 ED1774  NAD 83(1986)-  34 07 33.53712(N)    083 57 13.07393(W) AD(       ) 2
 ED1774  NAD 27      -  34 07 33.16971(N)    083 57 13.42627(W) AD(       ) 2
 ED1774  NGVD 29 (07/19/86)  386.     (m)         1266.     (f) VERT ANG       
 ED1774
 ED1774.Superseded values are not recommended for survey control.
 ED1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1774.See file dsdata.txt to determine how the superseded data were derived.
 ED1774
 ED1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2759780066(NAD 83)
 ED1774_MARKER: DD = SURVEY DISK
 ED1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1774
 ED1774  HISTORY     - Date     Condition        Report By
 ED1774  HISTORY     - 1975     MONUMENTED       GADT
 ED1774
 ED1774                          STATION DESCRIPTION
 ED1774
 ED1774'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1774'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES EAST OF REST
 ED1774'HAVEN, 3-1/4 MILES EAST OF BUFORD, AND 4-1/2 MILES EAST-NORTHEAST
 ED1774'OF SUGAR HILL ON COUNTY RIGHT OF WAY.
 ED1774'
 ED1774'TO REACH THE STATION FROM THE JUNCTION OF FRIENDSHIP ROAD (STATE
 ED1774'ROUTE 347) AND STATE ROUTE 365, LOCATED APPROXIMATELY 3.5 MILES
 ED1774'NORTHEAST OF BUFORD, GO SOUTHEASTERLY ALONG FRIENDSHIP ROAD FOR
 ED1774'0.65 MILE TO THE JUNCTION OF BOGAN ROAD (COUNTY ROAD 116) TO
 ED1774'THE RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ALONG BOGAN ROAD FOR
 ED1774'0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED1774'SOUTHWESTERLY ALONG BOGAN ROAD FOR 0.2 MILE TO THE JUNCTION OF
 ED1774'SANDY HILL ROAD (COUNTY ROAD 117) TO THE LEFT AND THE STATION
 ED1774'ON THE LEFT.
 ED1774'
 ED1774'THE STATION IS LOCATED 31 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ED1774'OF BOGAN ROAD, 42 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SANDY
 ED1774'HILL ROAD, 10.4 FEET SOUTHWEST OF A ROAD INTERSECTION SIGN IN
 ED1774'THE SOUTH QUADRANT OF THE JUNCTION, 12.3 FEET WEST OF A POWER
 ED1774'POLE, 1.5 FEET NORTH-NORTHWEST OF A WITNESS POST AND A
 ED1774'FENCELINE, AND 3.0 FEET WEST OF A FENCE CORNER.  IT IS A
 ED1774'STANDARD BRASS DISK STAMPED 067-228, SET IN THE TOP OF A 10 INCH
 ED1774'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1774'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1774'DISK STAMPED 067-228, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1774'APPROXIMATELY 0.7 METER BELOW THE SURFACE OF THE GROUND.
 ED1774'
 ED1774'THE AZIMUTH MARK IS LOCATED 23.0 FEET SOUTHEAST OF THE CENTERLINE
 ED1774'OF BOGAN ROAD, 86.0 FEET EAST OF A 12 INCH MAGNOLIA TREE ON THE
 ED1774'NORTHWEST SIDE OF THE ROAD, 141.0 FEET SOUTH OF THE SOUTH CORNER
 ED1774'OF A BARN ON THE NORTHWEST SIDE OF THE ROAD, 3.4 FEET
 ED1774'WEST-NORTHWEST OF A FENCE CORNER, 33.3 FEET NORTHEAST OF A POWER
 ED1774'POLE, AND 2.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 ED1774'STANDARD DISK STAMPED 067-228, SET IN THE TOP OF A 10 INCH
 ED1774'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1774'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1757 ***********************************************************************
 ED1757  DESIGNATION -  BV 067 229
 ED1757  PID         -  ED1757
 ED1757  STATE/COUNTY-  GA/GWINNETT
 ED1757  USGS QUAD   -  HOG MOUNTAIN (1992)
 ED1757
 ED1757                         *CURRENT SURVEY CONTROL
 ED1757  ___________________________________________________________________
 ED1757* NAD 83(1994)-  34 05 53.36134(N)    083 53 59.54353(W)     ADJUSTED  
 ED1757* NAVD 88     -       334.7    (meters)    1098.     (feet)  VERTCON   
 ED1757  ___________________________________________________________________
 ED1757  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ED1757  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 ED1757
 ED1757  HORZ ORDER  -  SECOND
 ED1757
 ED1757.The horizontal coordinates were established by classical geodetic methods
 ED1757.and adjusted by the National Geodetic Survey in September 1997..
 ED1757
 ED1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1757
 ED1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1757
 ED1757.The geoid height was determined by GEOID03.
 ED1757
 ED1757;                    North         East     Units Scale Factor Converg.
 ED1757;SPC GA W     -   454,422.508   724,616.842   MT  0.99990747   +0 08 58.4
 ED1757;SPC GA W     - 1,490,884.51  2,377,347.09   sFT  0.99990747   +0 08 58.4
 ED1757;UTM  17      - 3,776,836.794   232,468.653   MT  1.00048238   -1 37 36.0
 ED1757
 ED1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1757!SPC GA W     -   0.99995210  x   0.99990747  =   0.99985957
 ED1757!UTM  17      -   0.99995210  x   1.00048238  =   1.00043446
 ED1757
 ED1757:                Primary Azimuth Mark                     Grid Az
 ED1757:SPC GA W     -  BV 067 229 AZ MK                         242 14 49.9
 ED1757:UTM  17      -  BV 067 229 AZ MK                         244 01 24.3
 ED1757
 ED1757|---------------------------------------------------------------------|
 ED1757| PID    Reference Object                     Distance      Geod. Az  |
 ED1757|                                                           dddmmss.s |
 ED1757| CZ4370 BV 067 229 AZ MK                                   2422348.3 |
 ED1757|---------------------------------------------------------------------|
 ED1757
 ED1757                          SUPERSEDED SURVEY CONTROL
 ED1757
 ED1757  NAD 83(1986)-  34 05 53.36793(N)    083 53 59.54294(W) AD(       ) 2
 ED1757  NAD 27      -  34 05 52.99529(N)    083 53 59.90506(W) AD(       ) 2
 ED1757  NGVD 29 (07/19/86)  334.7    (m)         1098.     (f) VERT ANG       
 ED1757
 ED1757.Superseded values are not recommended for survey control.
 ED1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1757.See file dsdata.txt to determine how the superseded data were derived.
 ED1757
 ED1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3246976837(NAD 83)
 ED1757_MARKER: DD = SURVEY DISK
 ED1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1757
 ED1757  HISTORY     - Date     Condition        Report By
 ED1757  HISTORY     - 1975     MONUMENTED       GADT
 ED1757
 ED1757                          STATION DESCRIPTION
 ED1757
 ED1757'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1757'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST-SOUTHEAST OF
 ED1757'REST HAVEN, 6-1/2 MILES EAST OF BUFORD, AND 6 MILES SOUTH OF
 ED1757'FLOWERY BRANCH ON COUNTY RIGHT OF WAY.
 ED1757'
 ED1757'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 365
 ED1757'(U.S. HIGHWAY 23) AND PIRKLE ROAD (STATE ROUTE 347 AND COUNTY
 ED1757'ROAD 92688) LOCATED APPROXIMATELY 1-1/2 MILES EAST-NORTHEAST OF
 ED1757'REST HAVEN, GO SOUTHEASTERLY ALONG PIRKLE ROAD (COUNTY ROAD 92688)
 ED1757'FOR 1.0 MILE TO THE JUNCTION OF HOG MOUNTAIN ROAD (COUNTY ROAD
 ED1757'685) TO THE LEFT AND RIDGE ROAD (COUNTY ROAD 656) TO THE RIGHT
 ED1757'AT ROBETH CROSSROAD.  TURN RIGHT, GOING SOUTH ALONG RIDGE ROAD
 ED1757'(BECOMES COUNTY ROAD 121 AT THE HALL-GWINNETT COUNTY LINE) FOR
 ED1757'1.75 MILES TO THE JUNCTION OF THOMPSON MILL ROAD (COUNTY ROAD
 ED1757'120) CROSSING.  TURN LEFT, GOING EAST ALONG THOMPSON MILL ROAD
 ED1757'FOR 1.85 MILES TO THE JUNCTION OF ROCK QUARRY ROAD (COUNTY
 ED1757'ROAD 139) TO THE RIGHT.  CONTINUE EAST ALONG THOMPSON MILL ROAD
 ED1757'FOR 0.75 MILE TO THE JUNCTION OF COUNTY ROAD 137 TO THE LEFT
 ED1757'AND THE STATION ON THE LEFT.
 ED1757'
 ED1757'THE STATION IS LOCATED 106 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ED1757'OF THOMPSON MILL ROAD, 27.0 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1757'OF COUNTY ROAD 137, 150.0 FEET NORTH-NORTHWEST OF THE POINT OF
 ED1757'INTERSECTION OF THE CENTERLINES OF THE ROADS, AND 3.0 FEET
 ED1757'EAST-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1757'STAMPED 067-229, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1757'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1757'UNDERGROUND STATION IS A STANDARD DISK STAMPED 067-229,
 ED1757'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1757'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 ED1757'
 ED1757'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THOMPSON MILL
 ED1757'ROAD AND ROCK QUARRY ROAD, GO SOUTH ALONG ROCK QUARRY ROAD FOR
 ED1757'0.8 MILE TO THE JUNCTION OF A PAVED DRIVEWAY TO THE LEFT AND THE
 ED1757'MARK ON THE LEFT.  IT IS LOCATED 180 FEET WEST-NORTHWEST OF THE
 ED1757'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE
 ED1757'DRIVEWAY, 35 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 ED1757'DRIVEWAY, 4.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 ED1757'ROCK VENEER BUILDING, AND 3.0 FEET SOUTHEAST OF A WITNESS POST
 ED1757'SET AT THE SOUTH WALL OF THE BUILDING.  IT IS A STANDARD DISK
 ED1757'STAMPED 067-229 AZMK, SET IN THE TOP OF A 10 INCH
 ED1757'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1757'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1641 ***********************************************************************
 EE1641  DESIGNATION -  BV 067 230
 EE1641  PID         -  EE1641
 EE1641  STATE/COUNTY-  GA/GWINNETT
 EE1641  USGS QUAD   -  BUFORD DAM (1985)
 EE1641
 EE1641                         *CURRENT SURVEY CONTROL
 EE1641  ___________________________________________________________________
 EE1641* NAD 83(1994)-  34 08 14.08504(N)    084 03 01.62348(W)     ADJUSTED  
 EE1641* NAVD 88     -       319.     (meters)    1047.     (feet)  VERTCON   
 EE1641  ___________________________________________________________________
 EE1641  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EE1641  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 EE1641
 EE1641  HORZ ORDER  -  SECOND
 EE1641
 EE1641.The horizontal coordinates were established by classical geodetic methods
 EE1641.and adjusted by the National Geodetic Survey in September 1997..
 EE1641
 EE1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1641
 EE1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1641
 EE1641.The geoid height was determined by GEOID03.
 EE1641
 EE1641;                    North         East     Units Scale Factor Converg.
 EE1641;SPC GA W     -   458,732.074   710,718.195   MT  0.99990142   +0 03 54.8
 EE1641;SPC GA W     - 1,505,023.48  2,331,747.94   sFT  0.99990142   +0 03 54.8
 EE1641;UTM  16      - 3,781,304.542   771,990.429   MT  1.00051203   +1 39 22.4
 EE1641;UTM  17      - 3,781,578.288   218,701.751   MT  1.00057553   -1 42 46.7
 EE1641
 EE1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1641!SPC GA W     -   0.99995456  x   0.99990142  =   0.99985599
 EE1641!UTM  16      -   0.99995456  x   1.00051203  =   1.00046657
 EE1641!UTM  17      -   0.99995456  x   1.00057553  =   1.00053007
 EE1641
 EE1641|---------------------------------------------------------------------|
 EE1641| PID    Reference Object                     Distance      Geod. Az  |
 EE1641|                                                           dddmmss.s |
 EE1641| EE1640 BV 067 230 GADT 1975 PTA             19.731 METERS 10846     |
 EE1641| CZ4371 BV 067 230 AZ MK                                   1530704.3 |
 EE1641|---------------------------------------------------------------------|
 EE1641
 EE1641                          SUPERSEDED SURVEY CONTROL
 EE1641
 EE1641  NAD 83(1986)-  34 08 14.09153(N)    084 03 01.62366(W) AD(       ) 2
 EE1641  NAD 27      -  34 08 13.73248(N)    084 03 01.93730(W) AD(       ) 2
 EE1641  NGVD 29 (07/19/86)  319.     (m)         1047.     (f) VERT ANG       
 EE1641
 EE1641.Superseded values are not recommended for survey control.
 EE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1641.See file dsdata.txt to determine how the superseded data were derived.
 EE1641
 EE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7199081305(NAD 83)
 EE1641_MARKER: DD = SURVEY DISK
 EE1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1641
 EE1641  HISTORY     - Date     Condition        Report By
 EE1641  HISTORY     - 1975     MONUMENTED       GADT
 EE1641
 EE1641                          STATION DESCRIPTION
 EE1641
 EE1641'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 EE1641'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH-NORTHWEST OF
 EE1641'BUFORD, 2 3/4 MILES NORTH OF SUGAR HILL, AND 2 1/2 MILES WEST OF REST
 EE1641'HAVEN ON COUNTY RIGHT OF WAY.
 EE1641'
 EE1641'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20 AND STATE
 EE1641'ROUTE 20 SPUR, IN SUGAR HILL, GO WESTERLY ALONG STATE ROUTE 20 FOR
 EE1641'0.9 MILE TO THE JUNCTION OF WHITEHEAD ROAD (COUNTY ROAD 47) TO THE
 EE1641'LEFT AND SYCAMORE ROAD (COUNTY ROAD 66) TO THE RIGHT.  TURN RIGHT,
 EE1641'GOING NORTHERLY ALONG SYCAMORE ROAD FOR 0.2 MILE TO THE JUNCTION OF
 EE1641'APPLING ROAD (COUNTY ROAD 78) FORKING TO THE RIGHT.  CONTINUE
 EE1641'NORTHERLY ALONG SYCAMORE ROAD FOR 1.1 MILES TO THE JUNCTION OF
 EE1641'RICHLAND ROAD (COUNTY ROAD 54) CROSSING AND COUNTY ROAD 79 FORKING TO
 EE1641'THE LEFT.  CONTINUE NORTHERLY ALONG SYCAMORE ROAD FOR 0.25 MILE TO
 EE1641'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY ALONG SYCAMORE
 EE1641'ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 EE1641'
 EE1641'THE STATION IS LOCATED 25.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 EE1641'SYCAMORE ROAD, 213.0 FEET NORTHWEST OF THE POINT OF INTERSECTION OF
 EE1641'THE CENTERLINES OF SYCAMORE ROAD AND JIMMY DOOD ROAD (COUNTY ROAD 81)
 EE1641'37.0 FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 EE1641'CENTERLINES OF A FORKING TRACK ROAD LEADING SE FROM THE ROAD, 22.0
 EE1641'FEET NORTH OF A 12 INCH PINE TREE, AND 3.0 FEET EAST OF A WITNESS
 EE1641'POST.  IT IS A STANDARD BRASS DISK STAMPED 067-230, SET IN THE TOP OF
 EE1641'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1641'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 067-230,
 EE1641'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 EE1641'METER BELOW THE SURFACE OF THE GROUND.
 EE1641'
 EE1641'THE AZIMUTH MARK IS LOCATED 19.0 FEET EAST OF THE CENTERLINE OF
 EE1641'SYCAMORE ROAD, 81.0 FEET EAST-NORTHEAST OF AN 8 INCH TWIN PINE TREE
 EE1641'ON THE WEST SIDE OF THE ROAD, 122.0 FEET NORTHWEST OF THE NORTH
 EE1641'CORNER OF A SMALL CEMETERY FENCELINE, AND 2.5 FEET WEST OF A WITNESS
 EE1641'POST.  IT IS A STANDARD DISK STAMPED 067-230 AZMK, SET IN THE TOP
 EE1641'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1641'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1637 ***********************************************************************
 EE1637  DESIGNATION -  BV 067 231
 EE1637  PID         -  EE1637
 EE1637  STATE/COUNTY-  GA/GWINNETT
 EE1637  USGS QUAD   -  BUFORD DAM (1985)
 EE1637
 EE1637                         *CURRENT SURVEY CONTROL
 EE1637  ___________________________________________________________________
 EE1637* NAD 83(1994)-  34 08 30.93974(N)    084 01 19.14175(W)     ADJUSTED  
 EE1637* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 EE1637  ___________________________________________________________________
 EE1637  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 EE1637  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1637
 EE1637  HORZ ORDER  -  SECOND
 EE1637
 EE1637.The horizontal coordinates were established by classical geodetic methods
 EE1637.and adjusted by the National Geodetic Survey in September 1997..
 EE1637
 EE1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1637
 EE1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1637
 EE1637.The geoid height was determined by GEOID03.
 EE1637
 EE1637;                    North         East     Units Scale Factor Converg.
 EE1637;SPC GA W     -   459,254.712   713,342.894   MT  0.99990219   +0 04 52.3
 EE1637;SPC GA W     - 1,506,738.17  2,340,359.14   sFT  0.99990219   +0 04 52.3
 EE1637;UTM  16      - 3,781,900.227   774,601.219   MT  1.00052963   +1 40 20.8
 EE1637;UTM  17      - 3,782,019.518   221,343.159   MT  1.00055730   -1 41 49.8
 EE1637
 EE1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1637!SPC GA W     -   0.99994750  x   0.99990219  =   0.99984969
 EE1637!UTM  16      -   0.99994750  x   1.00052963  =   1.00047710
 EE1637!UTM  17      -   0.99994750  x   1.00055730  =   1.00050477
 EE1637
 EE1637:                Primary Azimuth Mark                     Grid Az
 EE1637:SPC GA W     -  BV 067 231 AZ MK                         125 26 37.4
 EE1637:UTM  16      -  BV 067 231 AZ MK                         123 51 08.9
 EE1637:UTM  17      -  BV 067 231 AZ MK                         127 13 19.5
 EE1637
 EE1637|---------------------------------------------------------------------|
 EE1637| PID    Reference Object                     Distance      Geod. Az  |
 EE1637|                                                           dddmmss.s |
 EE1637| CZ4372 BV 067 231 AZ MK                                   1253129.7 |
 EE1637| EE1638 BV 067 231 GADT 1975 PTA             11.642 METERS 33339     |
 EE1637|---------------------------------------------------------------------|
 EE1637
 EE1637                          SUPERSEDED SURVEY CONTROL
 EE1637
 EE1637  NAD 83(1986)-  34 08 30.94624(N)    084 01 19.14193(W) AD(       ) 2
 EE1637  NAD 27      -  34 08 30.58696(N)    084 01 19.45904(W) AD(       ) 2
 EE1637  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 EE1637
 EE1637.Superseded values are not recommended for survey control.
 EE1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1637.See file dsdata.txt to determine how the superseded data were derived.
 EE1637
 EE1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7460181900(NAD 83)
 EE1637_MARKER: DD = SURVEY DISK
 EE1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1637
 EE1637  HISTORY     - Date     Condition        Report By
 EE1637  HISTORY     - 1975     MONUMENTED       GADT
 EE1637
 EE1637                          STATION DESCRIPTION
 EE1637
 EE1637'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 EE1637'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH-NORTHWEST OF
 EE1637'BUFORD, 2 1/2 MILES WEST-NORTHWEST OF REST HAVEN, AND 2 1/2 MILES
 EE1637'NORTH OF SUGAR HILL ON THE PROPERTY OF MR. T.J. HAMILTON.
 EE1637'
 EE1637'TO REACH THE STATION FROM THE CITY SQUARE IN BUFORD, GO SOUTHWESTERLY
 EE1637'ALONG STATE ROUTE 13 LOOP FOR 0.15 MILE TO THE JUNCTION OF LITTLE
 EE1637'MILL ROAD (COUNTY ROAD 92347) TO THE RIGHT.  TURN RIGHT, GOING
 EE1637'NORTHWESTERLY ALONG LITTLE MILL ROAD FOR 0.85 MILE TO THE JUNCTION OF
 EE1637'COUNTY ROAD 92230 CROSSING.  CONTINUE NORTH ALONG LITTLE MILL ROAD
 EE1637'FOR 0.1 MILE TO THE JUNCTION OF RICHLAND ROAD (COUNTY ROAD 54)
 EE1637'FORKING TO THE LEFT.  CONTINUE, NOW NORTH, ALONG LITTLE MILL ROAD FOR
 EE1637'1.2 MILES TO THE JUNCTION OF BUFORD DAM ROAD (COUNTY ROAD 83)
 EE1637'CROSSING.  TURN LEFT, GOING WESTERLY ALONG BUFORD DAM ROAD FOR 0.05
 EE1637'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING WESTERLY ALONG
 EE1637'BUFORD DAM ROAD FOR 0.1 MILE TO THE JUNCTION OF DOLVIN ROAD (COUNTY
 EE1637'ROAD 77) TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG DOLVIN ROAD FOR
 EE1637'0.05 MILE TO THE STATION ON THE RIGHT.
 EE1637'
 EE1637'THE STATION IS LOCATED 18 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 EE1637'DOLVIN ROAD, 51.5 FEET SOUTHEAST OF A 10 INCH PINE TREE ON THE WEST
 EE1637'SIDE OF THE ROAD, 54.5 FEET EAST OF AN 18 INCH PINE TREE ON THE EAST
 EE1637'SIDE OF THE ROAD, 37.0 FEET WEST-NORTHWEST OF A 16 INCH PINE TREE,
 EE1637'37.0 FEET NORTH-NORTHEAST OF A POWER POLE, 154.5 FEET SOUTH-SOUTHWEST
 EE1637'OF A POWER POLE, AND 91.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EE1637'THE HAMILTON RESIDENCE.  IT IS A STANDARD BRASS DISK STAMPED 067-231,
 EE1637'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST APPROXIMATELY 1
 EE1637'OR 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 EE1637'IS A STANDARD DISK STAMPED 067-231, SET IN THE TOP OF AN IRREGULAR
 EE1637'MASS OF CONCRETE APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE
 EE1637'GROUND.
 EE1637'
 EE1637'THE AZIMUTH MARK IS LOCATED 23 FEET SOUTH OF THE CENTERLINE OF BUFORD
 EE1637'DAM ROAD, 275.0 FEET WEST OF A POWER POLE, 41.0 FEET EAST OF ANOTHER
 EE1637'POWER POLE, 24.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 EE1637'COMMUNITY HOUSE, AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A
 EE1637'STANDARD DISK STAMPED 067-231 AZMK, SET IN THE TOP OF A 10 INCH
 EE1637'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1857 ***********************************************************************
 ED1857  DESIGNATION -  BV 068 200
 ED1857  PID         -  ED1857
 ED1857  STATE/COUNTY-  GA/HABERSHAM
 ED1857  USGS QUAD   -  LEAF (1985)
 ED1857
 ED1857                         *CURRENT SURVEY CONTROL
 ED1857  ___________________________________________________________________
 ED1857* NAD 83(1994)-  34 30 55.78570(N)    083 37 36.17344(W)     ADJUSTED  
 ED1857* NAVD 88     -       435.6    (meters)    1429.     (feet)  VERTCON   
 ED1857  ___________________________________________________________________
 ED1857  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 ED1857  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 ED1857
 ED1857  HORZ ORDER  -  SECOND
 ED1857
 ED1857.The horizontal coordinates were established by classical geodetic methods
 ED1857.and adjusted by the National Geodetic Survey in September 1997..
 ED1857
 ED1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1857
 ED1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1857
 ED1857.The geoid height was determined by GEOID03.
 ED1857
 ED1857;                    North         East     Units Scale Factor Converg.
 ED1857;SPC GA W     -   500,812.792   749,575.295   MT  0.99993028   +0 18 21.5
 ED1857;SPC GA W     - 1,643,083.30  2,459,231.61   sFT  0.99993028   +0 18 21.5
 ED1857;UTM  17      - 3,822,448.742   258,873.209   MT  1.00031671   -1 29 20.7
 ED1857
 ED1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1857!SPC GA W     -   0.99993628  x   0.99993028  =   0.99986656
 ED1857!UTM  17      -   0.99993628  x   1.00031671  =   1.00025297
 ED1857
 ED1857:                Primary Azimuth Mark                     Grid Az
 ED1857:SPC GA W     -  BV 068 200 AZ MK                         033 14 59.8
 ED1857:UTM  17      -  BV 068 200 AZ MK                         035 02 42.0
 ED1857
 ED1857|---------------------------------------------------------------------|
 ED1857| PID    Reference Object                     Distance      Geod. Az  |
 ED1857|                                                           dddmmss.s |
 ED1857| ED3245 BV 068 200 AZ MK                                   0333321.3 |
 ED1857| ED1854 DOCK                                APPROX. 3.2 KM 0524056.7 |
 ED1857|---------------------------------------------------------------------|
 ED1857
 ED1857                          SUPERSEDED SURVEY CONTROL
 ED1857
 ED1857  NAD 83(1986)-  34 30 55.79391(N)    083 37 36.17488(W) AD(       ) 2
 ED1857  NAD 27      -  34 30 55.44249(N)    083 37 36.53797(W) AD(       ) 2
 ED1857  NGVD 29 (07/19/86)  435.6    (m)         1429.     (f) VERT ANG       
 ED1857
 ED1857.Superseded values are not recommended for survey control.
 ED1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1857.See file dsdata.txt to determine how the superseded data were derived.
 ED1857
 ED1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5887322449(NAD 83)
 ED1857_MARKER: DD = SURVEY DISK
 ED1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1857
 ED1857  HISTORY     - Date     Condition        Report By
 ED1857  HISTORY     - 1975     MONUMENTED       GADT
 ED1857
 ED1857                          STATION DESCRIPTION
 ED1857
 ED1857'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1857'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTHWEST OF
 ED1857'ALTO, 5-1/4 MILES WEST-NORTHWEST OF BALDWIN, AND 5-3/4 MILES
 ED1857'SOUTHWEST OF DEMOREST ON COUNTY RIGHT OF WAY.
 ED1857'
 ED1857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 ED1857'STATE ROUTE 105, APPROXIMATELY 1-1/2 MILES SOUTH OF DEMOREST, GO
 ED1857'WESTERLY ALONG STATE ROUTE 105 FOR 1.4 MILES TO THE JUNCTION OF
 ED1857'PEARIDGE ROAD (COUNTY ROAD 90883) TO THE LEFT.  TURN LEFT, GOING
 ED1857'SOUTHWESTERLY ALONG PEARIDGE ROAD FOR 3.0 MILES TO THE JUNCTION
 ED1857'OF DUNCAN BRIDGE ROAD (COUNTY ROAD 91759) CROSSING AT THE
 ED1857'COMMUNITY OF VIEW.  CONTINUE GOING SOUTHWESTERLY ALONG PEARIDGE
 ED1857'ROAD FOR 1.35 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED1857'GOING SOUTHWESTERLY ALONG PEARIDGE ROAD FOR 0.15 MILE TO THE
 ED1857'JUNCTION OF A DRIVEWAY TO THE RIGHT, A FIELD ROAD TO THE
 ED1857'LEFT, AND THE STATION ON THE LEFT.
 ED1857'
 ED1857'THE STATION IS LOCATED 33 FEET EAST-SOUTHEAST OF PEARIDGE ROAD,
 ED1857'43.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD,
 ED1857'49.5 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 ED1857'CENTERLINES OF PEARIDGE ROAD AND THE DRIVEWAY, 61.5 FEET
 ED1857'EAST-SOUTHEAST OF A POWER POLE ON THE NORTHWEST SIDE OF THE
 ED1857'ROAD, 75.5 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE ON THE
 ED1857'NORTHWEST SIDE OF THE ROAD, AND 2.0 FEET WEST-NORTHWEST OF A
 ED1857'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-200
 ED1857'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1857'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1857'IS A STANDARD DISK STAMPED 068-200 1975, SET IN THE TOP
 ED1857'OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 ED1857'METER BELOW THE SURFACE OF THE GROUND.
 ED1857'
 ED1857'THE AZIMUTH MARK IS LOCATED 26.5 FEET EAST-SOUTHEAST OF THE
 ED1857'CENTERLINE OF PEARIDGE ROAD, 129.9 FEET SOUTH-SOUTHWEST OF THE
 ED1857'POINT OF INTERSECTION OF THE CENTERLINES OF PEARIDGE ROAD AND A
 ED1857'DRIVEWAY TO THE NORTHWEST, 62.0 FEET EAST OF A POWER POLE ON THE
 ED1857'NORTHWEST SIDE OF THE ROAD, 38.0 FEET EAST-NORTHEAST OF THE
 ED1857'POINT OF INTERSECTION OF THE CENTERLINE OF A FIELD ROAD TO THE
 ED1857'SOUTH AND THE SOUTHEAST EDGE OF PAVEMENT OF PEARIDGE ROAD, 15.0
 ED1857'FEET WEST-NORTHWEST OF A 12 INCH PINE TREE, AND 1.7 FEET
 ED1857'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1857'STAMPED 068-200 AZMK 1975, SET IN THE TOP OF A 10 INCH
 ED1857'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1857'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1850 ***********************************************************************
 ED1850  DESIGNATION -  BV 068 201
 ED1850  PID         -  ED1850
 ED1850  STATE/COUNTY-  GA/HABERSHAM
 ED1850  USGS QUAD   -  CLARKESVILLE (1985)
 ED1850
 ED1850                         *CURRENT SURVEY CONTROL
 ED1850  ___________________________________________________________________
 ED1850* NAD 83(1994)-  34 32 34.20101(N)    083 33 07.78164(W)     ADJUSTED  
 ED1850* NAVD 88     -       449.     (meters)    1473.     (feet)  VERTCON   
 ED1850  ___________________________________________________________________
 ED1850  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 ED1850  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1850
 ED1850  HORZ ORDER  -  SECOND
 ED1850
 ED1850.The horizontal coordinates were established by classical geodetic methods
 ED1850.and adjusted by the National Geodetic Survey in September 1997..
 ED1850
 ED1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1850
 ED1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1850
 ED1850.The geoid height was determined by GEOID03.
 ED1850
 ED1850;                    North         East     Units Scale Factor Converg.
 ED1850;SPC GA W     -   503,884.241   756,402.005   MT  0.99993920   +0 20 54.4
 ED1850;SPC GA W     - 1,653,160.21  2,481,628.91   sFT  0.99993920   +0 20 54.4
 ED1850;UTM  17      - 3,825,305.803   265,795.313   MT  1.00027615   -1 26 52.0
 ED1850
 ED1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1850!SPC GA W     -   0.99993419  x   0.99993920  =   0.99987339
 ED1850!UTM  17      -   0.99993419  x   1.00027615  =   1.00021032
 ED1850
 ED1850|---------------------------------------------------------------------|
 ED1850| PID    Reference Object                     Distance      Geod. Az  |
 ED1850|                                                           dddmmss.s |
 ED1850| ED1851 BV 068 201 GADT 1975 PTA             25.815 METERS 19729     |
 ED1850| ED3237 BV 068 201 AZ MK                                   2572816.8 |
 ED1850|---------------------------------------------------------------------|
 ED1850
 ED1850                          SUPERSEDED SURVEY CONTROL
 ED1850
 ED1850  NAD 83(1986)-  34 32 34.20943(N)    083 33 07.78324(W) AD(       ) 2
 ED1850  NAD 27      -  34 32 33.85645(N)    083 33 08.15785(W) AD(       ) 2
 ED1850  NGVD 29 (07/19/86)  449.     (m)         1473.     (f) VERT ANG       
 ED1850
 ED1850.Superseded values are not recommended for survey control.
 ED1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1850.See file dsdata.txt to determine how the superseded data were derived.
 ED1850
 ED1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6579525306(NAD 83)
 ED1850_MARKER: DD = SURVEY DISK
 ED1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1850+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 ED1850
 ED1850  HISTORY     - Date     Condition        Report By
 ED1850  HISTORY     - 1975     MONUMENTED       GADT
 ED1850  HISTORY     - 20040615 GOOD             GADT
 ED1850
 ED1850                          STATION DESCRIPTION
 ED1850
 ED1850'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1850'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTH OF
 ED1850'DEMOREST, 5 MILES SOUTH-SOUTHWEST OF CLARKESVILLE, AND 3-1/4
 ED1850'MILES NORTHWEST OF MOUNT AIRY ON COUNTY RIGHT OF WAY.
 ED1850'
 ED1850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1850'(U.S. HIGHWAY 23 AND STATE ROUTE 15) AND STATE ROUTE 105,
 ED1850'APPROXIMATELY 1-1/2 MILES SOUTH OF DEMOREST, GO WEST ALONG STATE
 ED1850'ROUTE 105 FOR 0.15 MILE TO THE JUNCTION OF OLD CLARKESVILLE ATHENS
 ED1850'ROAD (COUNTY ROAD 91333 AND COUNTY ROAD 44) CROSSING.  TURN LEFT,
 ED1850'GOING SOUTHWESTERLY ALONG OLD CLARKESVILLE ATHENS ROAD FOR 0.3
 ED1850'MILE TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT TO THE ROY
 ED1850'E. ROBERTS RESIDENCE AND THE STATION ON THE RIGHT.
 ED1850'
 ED1850'THE STATION IS LOCATED 35 FEET NORTHWEST OF THE CENTERLINE OF
 ED1850'OLD CLARKESVILLE ATHENS ROAD, 131.0 FEET NORTHEAST OF THE
 ED1850'CENTERLINE OF ROY E. ROBERTS DRIVEWAY, 151.0 FEET NORTHEAST OF
 ED1850'A POWER POLE ON THE SOUTHWEST SIDE OF THE ROBERTS DRIVEWAY,
 ED1850'158.0 FEET SOUTHWEST OF A POWER POLE, 4.0 FEET SOUTHEAST OF A
 ED1850'FENCELINE, AND 3.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED1850'STANDARD BRASS DISK STAMPED 068-201 1975, SET IN THE TOP OF A
 ED1850'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1850'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1850'068-201 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1850'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1850'
 ED1850'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST TO
 ED1850'SOUTHWEST ALONG ROY E. ROBERTS DRIVEWAY FOR 0.25 MILE TO A FORK
 ED1850'AND THE AZIMUTH MARK.  IT IS LOCATED 23.0 FEET SOUTH OF THE
 ED1850'CENTERLINE OF THE RIGHT FORK OF THE DRIVEWAY, 31.0 FEET
 ED1850'WEST-NORTHWEST OF THE CENTERLINE OF THE LEFT FORK OF THE
 ED1850'DRIVEWAY, 2.0 FEET EAST OF A POWER POLE, AND 2.0 FEET
 ED1850'EAST-SOUTHEAST OF A WITNESS POST SET BESIDE THE POWER POLE.
 ED1850'IT IS A STANDARD DISK STAMPED 068-201 AZMK 1975, SET IN THE
 ED1850'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1850'OF THE GROUND.
 ED1850
 ED1850                          STATION RECOVERY (2004)
 ED1850
 ED1850'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1855 ***********************************************************************
 ED1855  DESIGNATION -  BV 068 202
 ED1855  PID         -  ED1855
 ED1855  STATE/COUNTY-  GA/HABERSHAM
 ED1855  USGS QUAD   -  CLARKESVILLE (1985)
 ED1855
 ED1855                         *CURRENT SURVEY CONTROL
 ED1855  ___________________________________________________________________
 ED1855* NAD 83(1994)-  34 34 41.33524(N)    083 36 17.13615(W)     ADJUSTED  
 ED1855* NAVD 88     -       434.3    (meters)    1425.     (feet)  VERTCON   
 ED1855  ___________________________________________________________________
 ED1855  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 ED1855  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ED1855
 ED1855  HORZ ORDER  -  SECOND
 ED1855
 ED1855.The horizontal coordinates were established by classical geodetic methods
 ED1855.and adjusted by the National Geodetic Survey in September 1997..
 ED1855
 ED1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1855
 ED1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1855
 ED1855.The geoid height was determined by GEOID03.
 ED1855
 ED1855;                    North         East     Units Scale Factor Converg.
 ED1855;SPC GA W     -   507,773.403   751,552.431   MT  0.99993275   +0 19 08.1
 ED1855;SPC GA W     - 1,665,919.91  2,465,718.27   sFT  0.99993275   +0 19 08.1
 ED1855;UTM  17      - 3,829,346.562   261,068.414   MT  1.00030371   -1 28 44.3
 ED1855
 ED1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1855!SPC GA W     -   0.99993648  x   0.99993275  =   0.99986923
 ED1855!UTM  17      -   0.99993648  x   1.00030371  =   1.00024017
 ED1855
 ED1855:                Primary Azimuth Mark                     Grid Az
 ED1855:SPC GA W     -  BV 068 202 AZ MK                         290 06 05.0
 ED1855:UTM  17      -  BV 068 202 AZ MK                         291 53 57.4
 ED1855
 ED1855|---------------------------------------------------------------------|
 ED1855| PID    Reference Object                     Distance      Geod. Az  |
 ED1855|                                                           dddmmss.s |
 ED1855| ED3244 BV 068 202 AZ MK                                   2902513.1 |
 ED1855|---------------------------------------------------------------------|
 ED1855
 ED1855                          SUPERSEDED SURVEY CONTROL
 ED1855
 ED1855  NAD 83(1986)-  34 34 41.34419(N)    083 36 17.13807(W) AD(       ) 2
 ED1855  NAD 27      -  34 34 40.99507(N)    083 36 17.50578(W) AD(       ) 2
 ED1855  NGVD 29 (07/19/86)  434.3    (m)         1425.     (f) VERT ANG       
 ED1855
 ED1855.Superseded values are not recommended for survey control.
 ED1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1855.See file dsdata.txt to determine how the superseded data were derived.
 ED1855
 ED1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6106829347(NAD 83)
 ED1855_MARKER: DD = SURVEY DISK
 ED1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1855
 ED1855  HISTORY     - Date     Condition        Report By
 ED1855  HISTORY     - 1975     MONUMENTED       GADT
 ED1855
 ED1855                          STATION DESCRIPTION
 ED1855
 ED1855'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1855'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST OF
 ED1855'DEMOREST, 5 MILES SOUTHWEST OF CLARKESVILLE, AND 6-1/2 MILES
 ED1855'NORTHWEST OF CORNELIA ON COUNTY RIGHT OF WAY.
 ED1855'
 ED1855'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 115 AND
 ED1855'STATE ROUTE 105, LOCATED APPROXIMATELY 4 MILES WEST OF DEMOREST,
 ED1855'GO EAST-SOUTHEAST ALONG STATE ROUTE 105 FOR 0.2 MILE TO THE
 ED1855'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG
 ED1855'STATE ROUTE 105 FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD 54
 ED1855'FORKING TO THE RIGHT.  TURN RIGHT, GOING EAST-SOUTHEAST ALONG
 ED1855'COUNTY ROAD 54 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ED1855'
 ED1855'THE STATION IS LOCATED 12.3 FEET NORTHEAST OF THE CENTERLINE OF
 ED1855'COUNTY ROAD 54, 9.8 FEET SOUTHEAST OF A FENCELINE, 39.5 FEET
 ED1855'EAST-SOUTHEAST OF A POWER POLE, 5.4 FEET WEST-NORTHWEST OF A
 ED1855'POWER POLE, 56.4 FEET NORTH-NORTHEAST OF A 10 INCH MAPLE TREE ON
 ED1855'THE SOUTHEAST SIDE OF THE ROAD, AND 2.8 FEET SOUTHWEST OF A
 ED1855'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-202 1975,
 ED1855'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1855'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1855'STANDARD DISK STAMPED 068-202 1975, SET IN THE TOP OF AN
 ED1855'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1855'0.72 METER BELOW THE SURFACE OF THE GROUND.
 ED1855'
 ED1855'THE AZIMUTH MARK IS LOCATED 44.6 FEET SOUTHWEST OF THE CENTERLINE
 ED1855'OF STATE ROUTE 105, 43.3 FEET NORTHWEST OF A POWER POLE, 8.0
 ED1855'FEET NORTHEAST OF A FENCELINE, AND 3.0 FEET NORTHEAST OF A WITNESS
 ED1855'POST.  IT IS A STANDARD DISK STAMPED 068-202 1975 AZMK, SET IN
 ED1855'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1855'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1844 ***********************************************************************
 ED1844  DESIGNATION -  BV 068 203
 ED1844  PID         -  ED1844
 ED1844  STATE/COUNTY-  GA/HABERSHAM
 ED1844  USGS QUAD   -  CLARKESVILLE (1985)
 ED1844
 ED1844                         *CURRENT SURVEY CONTROL
 ED1844  ___________________________________________________________________
 ED1844* NAD 83(1994)-  34 36 56.04952(N)    083 31 35.91153(W)     ADJUSTED  
 ED1844* NAVD 88     -       417.     (meters)    1368.     (feet)  VERTCON   
 ED1844  ___________________________________________________________________
 ED1844  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 ED1844  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ED1844
 ED1844  HORZ ORDER  -  SECOND
 ED1844
 ED1844.The horizontal coordinates were established by classical geodetic methods
 ED1844.and adjusted by the National Geodetic Survey in September 1997..
 ED1844
 ED1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1844
 ED1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1844
 ED1844.The geoid height was determined by GEOID03.
 ED1844
 ED1844;                    North         East     Units Scale Factor Converg.
 ED1844;SPC GA W     -   511,966.937   758,693.177   MT  0.99994245   +0 21 48.9
 ED1844;SPC GA W     - 1,679,678.19  2,489,145.86   sFT  0.99994245   +0 21 48.9
 ED1844;UTM  17      - 3,833,315.263   268,339.777   MT  1.00026152   -1 26 09.4
 ED1844
 ED1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1844!SPC GA W     -   0.99993921  x   0.99994245  =   0.99988166
 ED1844!UTM  17      -   0.99993921  x   1.00026152  =   1.00020071
 ED1844
 ED1844|---------------------------------------------------------------------|
 ED1844| PID    Reference Object                     Distance      Geod. Az  |
 ED1844|                                                           dddmmss.s |
 ED1844| ED1843 BV 068 203 GADT RM1 1975             24.226 METERS 13444     |
 ED1844| ED1841 CLARKESVILLE S MUN TANK             APPROX. 1.1 KM 1652905.5 |
 ED1844| ED3235 BV 068 203 AZ MK                                   2323433.6 |
 ED1844|---------------------------------------------------------------------|
 ED1844
 ED1844                          SUPERSEDED SURVEY CONTROL
 ED1844
 ED1844  NAD 83(1986)-  34 36 56.05787(N)    083 31 35.91337(W) AD(       ) 2
 ED1844  NAD 27      -  34 36 55.71029(N)    083 31 36.29139(W) AD(       ) 2
 ED1844  NGVD 29 (07/19/86)  417.     (m)         1368.     (f) VERT ANG       
 ED1844
 ED1844.Superseded values are not recommended for survey control.
 ED1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1844.See file dsdata.txt to determine how the superseded data were derived.
 ED1844
 ED1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6834033315(NAD 83)
 ED1844_MARKER: DD = SURVEY DISK
 ED1844_SETTING: 0 = UNSPECIFIED SETTING
 ED1844
 ED1844  HISTORY     - Date     Condition        Report By
 ED1844  HISTORY     - 1975     MONUMENTED       GADT
 ED1844
 ED1844                          STATION DESCRIPTION
 ED1844
 ED1844'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1844'THE STATION IS LOCATED IN CLARKESVILLE AT THE JUNCTION OF
 ED1844'WASHINGTON STREET, U.S. HIGHWAY 441 (STATE ROUTES 23 AND 197),
 ED1844'AND MONROE STREET (STATE ROUTES 17 AND 115).
 ED1844'
 ED1844'THE STATION IS LOCATED IN A SIDEWALK, 21.1 FEET NORTHEAST OF
 ED1844'THE CENTERLINE OF WASHINGTON STREET, 14.0 FEET NORTHWEST OF A
 ED1844'POWER POLE, 39.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 ED1844'THE FRONT DOOR WALL OF THE HABERSHAM BANK BUILDING LOCATED IN
 ED1844'THE NORTH QUADRANT OF THE INTERSECTION, AND 4.5 FEET SOUTH OF A
 ED1844'WITNESS POST ATTACHED TO A DO NOT ENTER SIGN POST.  IT IS A
 ED1844'STANDARD BRASS DISK STAMPED 068-203 1975, SET IN A 1 INCH DRILL
 ED1844'HOLE FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 ED1844'
 ED1844'RM 1 IS LOCATED 23.1 FEET NORTHEAST OF THE CENTERLINE OF
 ED1844'WASHINGTON STREET AND 7.1 FEET SOUTHEAST OF A POWER POLE.  IT IS
 ED1844'A STANDARD DISK STAMPED 068-203 1975 RM 1, SET IN A ONE INCH
 ED1844'DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 ED1844'
 ED1844'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF WASHINGTON
 ED1844'STREET AND MONROE STREET, GO SOUTHWESTERLY ALONG MONROE STREET
 ED1844'FOR 0.3 MILE TO THE JUNCTION OF TIMBERLANE ROAD TO THE LEFT.  TURN
 ED1844'LEFT, GOING SOUTH ALONG TIMBERLANE ROAD FOR 0.05 MILE TO THE
 ED1844'NORTHEAST CORNER OF RAMSEY FOOD STORE AND THE AZIMUTH MARK ON
 ED1844'THE RIGHT, NEXT TO THE NORTHWEST CORNER OF THE RAMSEY FOOD STORE
 ED1844'BUILDING.  IT IS LOCATED 162.0 FEET WEST OF THE CENTERLINE OF
 ED1844'TIMBERLANE ROAD, 44.8 FEET WEST OF ONE OF THE OVERHANG ROOF
 ED1844'SUPPORT COLUMNS, 2.0 FEET NORTHEAST OF A ROOF OVERHANG
 ED1844'SUPPORT COLUMN AT THE NORTHWEST CORNER OF THE BUILDING, AND
 ED1844'10.0 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING.  IT
 ED1844'IS A STANDARD DISK STAMPED 068-203 1975 AZMK, SET IN A ONE INCH
 ED1844'DRILL HOLE IN A CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1843 ***********************************************************************
 ED1843  DESIGNATION -  BV 068 203 GADT RM1 1975
 ED1843  PID         -  ED1843
 ED1843  STATE/COUNTY-  GA/HABERSHAM
 ED1843  USGS QUAD   -  CLARKESVILLE (1985)
 ED1843
 ED1843                         *CURRENT SURVEY CONTROL
 ED1843  ___________________________________________________________________
 ED1843* NAD 83(1994)-  34 36 55.49620(N)    083 31 35.23602(W)     ADJUSTED  
 ED1843* NAVD 88     -       417.     (meters)    1368.     (feet)  VERTCON   
 ED1843  ___________________________________________________________________
 ED1843  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 ED1843  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ED1843
 ED1843  HORZ ORDER  -  SECOND
 ED1843
 ED1843.The horizontal coordinates were established by classical geodetic methods
 ED1843.and adjusted by the National Geodetic Survey in September 1997..
 ED1843
 ED1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1843
 ED1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1843
 ED1843.The geoid height was determined by GEOID03.
 ED1843
 ED1843;                    North         East     Units Scale Factor Converg.
 ED1843;SPC GA W     -   511,949.997   758,710.493   MT  0.99994247   +0 21 49.3
 ED1843;SPC GA W     - 1,679,622.62  2,489,202.68   sFT  0.99994247   +0 21 49.3
 ED1843;UTM  17      - 3,833,297.782   268,356.558   MT  1.00026143   -1 26 09.0
 ED1843
 ED1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1843!SPC GA W     -   0.99993921  x   0.99994247  =   0.99988168
 ED1843!UTM  17      -   0.99993921  x   1.00026143  =   1.00020063
 ED1843
 ED1843:                Primary Azimuth Mark                     Grid Az
 ED1843:SPC GA W     -  VICTORY                                  272 15 55.5
 ED1843:UTM  17      -  VICTORY                                  274 03 53.8
 ED1843
 ED1843|---------------------------------------------------------------------|
 ED1843| PID    Reference Object                     Distance      Geod. Az  |
 ED1843|                                                           dddmmss.s |
 ED1843| ED1853 VICTORY                             APPROX. 4.3 KM 2723744.8 |
 ED1843| ED1844 BV 068 203                           24.226 METERS 31444     |
 ED1843|---------------------------------------------------------------------|
 ED1843
 ED1843                          SUPERSEDED SURVEY CONTROL
 ED1843
 ED1843  NAD 83(1986)-  34 36 55.50455(N)    083 31 35.23786(W) AD(       ) 2
 ED1843  NAD 27      -  34 36 55.15693(N)    083 31 35.61588(W) AD(       ) 2
 ED1843  NGVD 29 (07/19/86)  417.     (m)         1368.     (f) VERT ANG       
 ED1843
 ED1843.Superseded values are not recommended for survey control.
 ED1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1843.See file dsdata.txt to determine how the superseded data were derived.
 ED1843
 ED1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6835733298(NAD 83)
 ED1843_MARKER: DS = TRIANGULATION STATION DISK
 ED1843_SETTING: 0 = UNSPECIFIED SETTING
 ED1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ED1843
 ED1843  HISTORY     - Date     Condition        Report By
 ED1843  HISTORY     - 1975     MONUMENTED       NGS
 ED1843
 ED1843                          STATION DESCRIPTION
 ED1843
 ED1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WRN)
 ED1843'MARK, A STANDARD DISK STAMPED 068-203 1975 RM 1, IS SET IN A ONE
 ED1843'INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.  IT
 ED1843'IS LOCATED 23.1 FEET NORTHEAST OF THE CENTERLINE OF WASHINGTON
 ED1843'STREET AND 7.1 FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1831 ***********************************************************************
 ED1831  DESIGNATION -  BV 068 205
 ED1831  PID         -  ED1831
 ED1831  STATE/COUNTY-  GA/HABERSHAM
 ED1831  USGS QUAD   -  CLARKESVILLE NE (1957)
 ED1831
 ED1831                         *CURRENT SURVEY CONTROL
 ED1831  ___________________________________________________________________
 ED1831* NAD 83(1994)-  34 41 20.72523(N)    083 35 51.78371(W)     ADJUSTED  
 ED1831* NAVD 88     -       619.2    (meters)    2031.     (feet)  VERTCON   
 ED1831  ___________________________________________________________________
 ED1831  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 ED1831  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 ED1831
 ED1831  HORZ ORDER  -  SECOND
 ED1831
 ED1831.The horizontal coordinates were established by classical geodetic methods
 ED1831.and adjusted by the National Geodetic Survey in September 1997..
 ED1831
 ED1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1831
 ED1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1831
 ED1831.The geoid height was determined by GEOID03.
 ED1831
 ED1831;                    North         East     Units Scale Factor Converg.
 ED1831;SPC GA W     -   520,083.197   752,129.090   MT  0.99993348   +0 19 25.7
 ED1831;SPC GA W     - 1,706,306.29  2,467,610.19   sFT  0.99993348   +0 19 25.7
 ED1831;UTM  17      - 3,841,636.680   262,031.889   MT  1.00029803   -1 28 44.8
 ED1831
 ED1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1831!SPC GA W     -   0.99990742  x   0.99993348  =   0.99984091
 ED1831!UTM  17      -   0.99990742  x   1.00029803  =   1.00020543
 ED1831
 ED1831:                Primary Azimuth Mark                     Grid Az
 ED1831:SPC GA W     -  BV 068 205 AZ MK                         202 36 07.6
 ED1831:UTM  17      -  BV 068 205 AZ MK                         204 24 18.1
 ED1831
 ED1831|---------------------------------------------------------------------|
 ED1831| PID    Reference Object                     Distance      Geod. Az  |
 ED1831|                                                           dddmmss.s |
 ED1831| ED3228 BV 068 205 AZ MK                                   2025533.3 |
 ED1831|---------------------------------------------------------------------|
 ED1831
 ED1831                          SUPERSEDED SURVEY CONTROL
 ED1831
 ED1831  NAD 83(1986)-  34 41 20.73296(N)    083 35 51.78511(W) AD(       ) 2
 ED1831  NAD 27      -  34 41 20.39755(N)    083 35 52.15376(W) AD(       ) 2
 ED1831  NGVD 29 (07/19/86)  619.2    (m)         2031.     (f) VERT ANG       
 ED1831
 ED1831.Superseded values are not recommended for survey control.
 ED1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1831.See file dsdata.txt to determine how the superseded data were derived.
 ED1831
 ED1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6203241637(NAD 83)
 ED1831_MARKER: DD = SURVEY DISK
 ED1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1831
 ED1831  HISTORY     - Date     Condition        Report By
 ED1831  HISTORY     - 1975     MONUMENTED       GADT
 ED1831
 ED1831                          STATION DESCRIPTION
 ED1831
 ED1831'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1831'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES EAST OF SAUTEE,
 ED1831'4-1/4 MILES SOUTH OF BATESVILLE, AND 6-1/2 MILES NORTHWEST OF
 ED1831'CLARKESVILLE ON THE PROPERTY OF A.E. MIZE AND SONS.
 ED1831'
 ED1831'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 197 AND
 ED1831'STATE ROUTE 255, LOCATED AT BATESVILLE, APPROXIMATELY 10-1/4
 ED1831'MILES NORTH-NORTHEAST OF CLARKESVILLE, GO SOUTHEASTERLY ALONG
 ED1831'STATE ROUTE 197 FOR 1.1 MILES TO THE JUNCTION OF COUNTY ROAD 200
 ED1831'FORKING TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD
 ED1831'200 FOR 4.3 MILES TO THE JUNCTION OF A DIRT TRACK ROAD
 ED1831'CROSSING.  TURN RIGHT, GOING WEST ALONG THE TRACK ROAD UP A
 ED1831'HILL FOR 0.35 MILE TO THE TOP OF THE HILL AND THE AZIMUTH MARK
 ED1831'ON THE LEFT.  CONTINUE GOING WEST AND NORTH ALONG THE TRACK
 ED1831'ROAD CROSSING A VALLEY FOR 0.25 MILE TO THE CREST OF
 ED1831'ANOTHER HILLTOP LOCATED NORTH OF THE FIRST HILL AND THE
 ED1831'STATION.
 ED1831'
 ED1831'THE STATION IS LOCATED 134.8 FEET SOUTH-SOUTHEAST OF A 15 INCH
 ED1831'WHITE PINE TREE, 130.5 FEET SOUTHWEST OF A 16 INCH OAK TREE,
 ED1831'71.0 FEET WEST-SOUTHWEST OF A 7 INCH WHITE PINE TREE, 75.5 FEET
 ED1831'NORTHWEST OF A 4 INCH TWIN HICKORY TREE, AND 2.5 FEET WEST OF A
 ED1831'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-205 1975,
 ED1831'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1831'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1831'STANDARD DISK STAMPED 068-205 1975, SET IN AN IRREGULAR MASS
 ED1831'OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE
 ED1831'GROUND.
 ED1831'
 ED1831'THE AZIMUTH MARK IS LOCATED 15 FEET SOUTH-SOUTHWEST OF THE
 ED1831'CENTERLINE OF THE TRACK ROAD, 54.0 FEET SOUTHEAST OF A 6 INCH
 ED1831'SHORTLEAF S SHAPED PINE TREE, 40.5 FEET NORTHWEST OF A 5 INCH
 ED1831'MAPLE TREE, AND 2.4 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT
 ED1831'IS A STANDARD DISK STAMPED 068-205 AZMK 1975, SET IN THE TOP OF
 ED1831'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1831'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1821 ***********************************************************************
 ED1821  DESIGNATION -  BV 068 206
 ED1821  PID         -  ED1821
 ED1821  STATE/COUNTY-  GA/HABERSHAM
 ED1821  USGS QUAD   -  LAKE BURTON (1985)
 ED1821
 ED1821                         *CURRENT SURVEY CONTROL
 ED1821  ___________________________________________________________________
 ED1821* NAD 83(1994)-  34 46 09.25134(N)    083 35 34.05010(W)     ADJUSTED  
 ED1821* NAVD 88     -       558.7    (meters)    1833.     (feet)  VERTCON   
 ED1821  ___________________________________________________________________
 ED1821  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 ED1821  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 ED1821
 ED1821  HORZ ORDER  -  SECOND
 ED1821
 ED1821.The horizontal coordinates were established by classical geodetic methods
 ED1821.and adjusted by the National Geodetic Survey in September 1997..
 ED1821
 ED1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1821
 ED1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1821
 ED1821.The geoid height was determined by GEOID03.
 ED1821
 ED1821;                    North         East     Units Scale Factor Converg.
 ED1821;SPC GA W     -   528,976.090   752,529.702   MT  0.99993400   +0 19 38.2
 ED1821;SPC GA W     - 1,735,482.39  2,468,924.53   sFT  0.99993400   +0 19 38.2
 ED1821;UTM  17      - 3,850,515.761   262,712.618   MT  1.00029403   -1 28 45.4
 ED1821
 ED1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1821!SPC GA W     -   0.99991688  x   0.99993400  =   0.99985089
 ED1821!UTM  17      -   0.99991688  x   1.00029403  =   1.00021089
 ED1821
 ED1821:                Primary Azimuth Mark                     Grid Az
 ED1821:SPC GA W     -  BV 068 206 AZ MK                         202 30 49.1
 ED1821:UTM  17      -  BV 068 206 AZ MK                         204 19 12.7
 ED1821
 ED1821|---------------------------------------------------------------------|
 ED1821| PID    Reference Object                     Distance      Geod. Az  |
 ED1821|                                                           dddmmss.s |
 ED1821| ED3225 BV 068 206 AZ MK                                   2025027.3 |
 ED1821|---------------------------------------------------------------------|
 ED1821
 ED1821                          SUPERSEDED SURVEY CONTROL
 ED1821
 ED1821  NAD 83(1986)-  34 46 09.26007(N)    083 35 34.05153(W) AD(       ) 2
 ED1821  NAD 27      -  34 46 08.92164(N)    083 35 34.43067(W) AD(       ) 2
 ED1821  NGVD 29 (07/19/86)  558.7    (m)         1833.     (f) VERT ANG       
 ED1821
 ED1821.Superseded values are not recommended for survey control.
 ED1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1821.See file dsdata.txt to determine how the superseded data were derived.
 ED1821
 ED1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6271350516(NAD 83)
 ED1821_MARKER: DD = SURVEY DISK
 ED1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1821
 ED1821  HISTORY     - Date     Condition        Report By
 ED1821  HISTORY     - 1975     MONUMENTED       GADT
 ED1821
 ED1821                          STATION DESCRIPTION
 ED1821
 ED1821'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1821'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHEAST
 ED1821'OF BATESVILLE, 7-1/2 MILES NORTHEAST OF SAUTEE, AND 10 MILES
 ED1821'WEST OF LAKEMONT ON THE PROPERTY OF MR. DEAN KING.
 ED1821'
 ED1821'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 255 AND
 ED1821'STATE ROUTE 197 IN BATESVILLE (LOCATED APPROXIMATELY 5-3/4 MILES
 ED1821'NORTHEAST OF SAUTEE), GO NORTH ALONG STATE ROUTE 197 FOR 1.75
 ED1821'MILES TO THE JUNCTION OF COUNTY ROAD 255 TO THE LEFT.  TURN
 ED1821'LEFT, GOING WEST-NORTHWEST ALONG COUNTY ROAD 255 FOR 0.15 MILE
 ED1821'TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT LEADING TO SKY
 ED1821'KING RANCH.  TURN RIGHT, GOING NORTHEAST ALONG THE FIELD ROAD
 ED1821'FOR APPROXIMATELY 150 FEET TO A GATE.  PERMISSION TO ENTER THE
 ED1821'GATE MAY BE OBTAINED FROM DEAN KING, BOX 303, LOGANSVILLE,
 ED1821'GEORGIA.  CONTINUE NORTH ALONG THE FIELD ROAD FOR 0.1
 ED1821'MILE TO THE AZIMUTH MARK ON THE RIGHT AT THE SOUTH END OF A
 ED1821'PRIVATE AIRSTRIP.  CONTINUE GOING NORTHEAST ALONG THE
 ED1821'FIELD ROAD TRAVELING PARALLEL TO THE AIRSTRIP ON THE
 ED1821'RIGHT, FOR 0.3 MILE TO THE STATION ON THE LEFT.
 ED1821'
 ED1821'THE STATION IS LOCATED 36.5 FEET NORTHWEST OF THE CENTERLINE
 ED1821'OF THE FIELD ROAD, 16.2 FEET SOUTHWEST OF A WIND SOCK POST,
 ED1821'53.4 FEET SOUTHEAST OF A 14 INCH OAK TREE, AND 5.5 FEET SOUTHEAST
 ED1821'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-206
 ED1821'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1821'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1821'IS A STANDARD DISK STAMPED 068-206 1975, SET IN THE TOP OF
 ED1821'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW
 ED1821'THE SURFACE OF THE GROUND.
 ED1821'
 ED1821'THE AZIMUTH MARK IS LOCATED 39.5 FEET SOUTH-SOUTHEAST OF
 ED1821'THE CENTERLINE OF THE FIELD ROAD, 55.5 FEET SOUTH-SOUTHEAST OF THE
 ED1821'EASTERNMOST END PULL POST OF A FENCE ON THE NORTHWEST SIDE OF
 ED1821'THE ROAD, 51.5 FEET SOUTHEAST OF THE WESTERNMOST END PULL POST OF
 ED1821'THE FENCE, AND 9.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS
 ED1821'A STANDARD DISK STAMPED 068-206 1975 AZMK, SET IN THE TOP OF
 ED1821'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1821'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1832 ***********************************************************************
 ED1832  DESIGNATION -  BV 068 207
 ED1832  PID         -  ED1832
 ED1832  STATE/COUNTY-  GA/HABERSHAM
 ED1832  USGS QUAD   -  CLARKESVILLE NE (1957)
 ED1832
 ED1832                         *CURRENT SURVEY CONTROL
 ED1832  ___________________________________________________________________
 ED1832* NAD 83(1994)-  34 44 59.25887(N)    083 36 40.27153(W)     ADJUSTED  
 ED1832* NAVD 88     -       508.     (meters)    1667.     (feet)  VERTCON   
 ED1832  ___________________________________________________________________
 ED1832  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 ED1832  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ED1832
 ED1832  HORZ ORDER  -  SECOND
 ED1832
 ED1832.The horizontal coordinates were established by classical geodetic methods
 ED1832.and adjusted by the National Geodetic Survey in September 1997..
 ED1832
 ED1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1832
 ED1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1832
 ED1832.The geoid height was determined by GEOID03.
 ED1832
 ED1832;                    North         East     Units Scale Factor Converg.
 ED1832;SPC GA W     -   526,809.946   750,857.831   MT  0.99993187   +0 18 59.9
 ED1832;SPC GA W     - 1,728,375.63  2,463,439.40   sFT  0.99993187   +0 18 59.9
 ED1832;UTM  17      - 3,848,402.613   260,972.668   MT  1.00030425   -1 29 20.6
 ED1832
 ED1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1832!SPC GA W     -   0.99992484  x   0.99993187  =   0.99985672
 ED1832!UTM  17      -   0.99992484  x   1.00030425  =   1.00022907
 ED1832
 ED1832:                Primary Azimuth Mark                     Grid Az
 ED1832:SPC GA W     -  BV 068 207 AZ MK                         025 01 00.1
 ED1832:UTM  17      -  BV 068 207 AZ MK                         026 49 20.6
 ED1832
 ED1832|---------------------------------------------------------------------|
 ED1832| PID    Reference Object                     Distance      Geod. Az  |
 ED1832|                                                           dddmmss.s |
 ED1832| ED3229 BV 068 207 AZ MK                                   0252000.0 |
 ED1832| ED1834 OAKEY                               APPROX. 6.0 KM 0894146.5 |
 ED1832| ED1833 BV 068 207 GADT 1975 PTA             26.781 METERS 23842     |
 ED1832|---------------------------------------------------------------------|
 ED1832
 ED1832                          SUPERSEDED SURVEY CONTROL
 ED1832
 ED1832  NAD 83(1986)-  34 44 59.26748(N)    083 36 40.27335(W) AD(       ) 2
 ED1832  NAD 27      -  34 44 58.92890(N)    083 36 40.64838(W) AD(       ) 2
 ED1832  NGVD 29 (07/19/86)  508.     (m)         1667.     (f) VERT ANG       
 ED1832
 ED1832.Superseded values are not recommended for survey control.
 ED1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1832.See file dsdata.txt to determine how the superseded data were derived.
 ED1832
 ED1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6097348403(NAD 83)
 ED1832_MARKER: DD = SURVEY DISK
 ED1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1832
 ED1832  HISTORY     - Date     Condition        Report By
 ED1832  HISTORY     - 1975     MONUMENTED       GADT
 ED1832
 ED1832                          STATION DESCRIPTION
 ED1832
 ED1832'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1832'THE STATION IS LOCATED IN BATESVILLE ON STATE RIGHT OF WAY.
 ED1832'
 ED1832'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 255
 ED1832'AND 197 IN BATESVILLE, LOCATED APPROXIMATELY 5-3/4 MILES
 ED1832'NORTHEAST OF SAUTEE, GO NORTH ALONG STATE ROUTE 197 FOR 0.15
 ED1832'MILE TO THE STATION ON THE LEFT.
 ED1832'
 ED1832'THE STATION IS LOCATED 22.5 FEET WEST-NORTHWEST OF THE
 ED1832'CENTERLINE OF STATE ROUTE 197, 70.5 FEET WEST OF A POWER POLE ON THE
 ED1832'EAST SIDE OF THE HIGHWAY, 60.0 FEET NORTH-NORTHWEST OF ANOTHER
 ED1832'POWER POLE, AND 2.7 FEET EAST OF A WITNESS POST.  IT IS A
 ED1832'STANDARD BRASS DISK STAMPED 068-207 1975, SET IN THE TOP OF
 ED1832'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1832'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1832'068-207 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1832'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 ED1832'
 ED1832'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 ED1832'STATE ROUTE 197 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1832'LOCATED 25.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE
 ED1832'ROUTE 197, 22.8 FEET SOUTHWEST OF A POWER POLE, AND 2.5 FEET
 ED1832'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1832'STAMPED 068-207 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1832'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1827 ***********************************************************************
 ED1827  DESIGNATION -  BV 068 208
 ED1827  PID         -  ED1827
 ED1827  STATE/COUNTY-  GA/HABERSHAM
 ED1827  USGS QUAD   -  CLARKESVILLE NE (1957)
 ED1827
 ED1827                         *CURRENT SURVEY CONTROL
 ED1827  ___________________________________________________________________
 ED1827* NAD 83(1994)-  34 41 41.68495(N)    083 30 41.24329(W)     ADJUSTED  
 ED1827* NAVD 88     -       491.     (meters)    1611.     (feet)  VERTCON   
 ED1827  ___________________________________________________________________
 ED1827  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 ED1827  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED1827
 ED1827  HORZ ORDER  -  SECOND
 ED1827
 ED1827.The horizontal coordinates were established by classical geodetic methods
 ED1827.and adjusted by the National Geodetic Survey in September 1997..
 ED1827
 ED1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1827
 ED1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1827
 ED1827.The geoid height was determined by GEOID03.
 ED1827
 ED1827;                    North         East     Units Scale Factor Converg.
 ED1827;SPC GA W     -   520,777.081   760,028.556   MT  0.99994440   +0 22 22.7
 ED1827;SPC GA W     - 1,708,582.81  2,493,527.02   sFT  0.99994440   +0 22 22.7
 ED1827;UTM  17      - 3,842,081.826   269,951.938   MT  1.00025233   -1 25 48.6
 ED1827
 ED1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1827!SPC GA W     -   0.99992758  x   0.99994440  =   0.99987198
 ED1827!UTM  17      -   0.99992758  x   1.00025233  =   1.00017989
 ED1827
 ED1827|---------------------------------------------------------------------|
 ED1827| PID    Reference Object                     Distance      Geod. Az  |
 ED1827|                                                           dddmmss.s |
 ED1827| ED1826 BV 068 208 GADT 1975 PTA             28.298 METERS 17314     |
 ED1827| ED3226 BV 068 208 AZ MK                                   3062821.5 |
 ED1827|---------------------------------------------------------------------|
 ED1827
 ED1827                          SUPERSEDED SURVEY CONTROL
 ED1827
 ED1827  NAD 83(1986)-  34 41 41.69281(N)    083 30 41.24530(W) AD(       ) 2
 ED1827  NAD 27      -  34 41 41.35214(N)    083 30 41.62927(W) AD(       ) 2
 ED1827  NGVD 29 (07/19/86)  491.     (m)         1611.     (f) VERT ANG       
 ED1827
 ED1827.Superseded values are not recommended for survey control.
 ED1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1827.See file dsdata.txt to determine how the superseded data were derived.
 ED1827
 ED1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6995242082(NAD 83)
 ED1827_MARKER: DD = SURVEY DISK
 ED1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1827
 ED1827  HISTORY     - Date     Condition        Report By
 ED1827  HISTORY     - 1975     MONUMENTED       GADT
 ED1827
 ED1827                          STATION DESCRIPTION
 ED1827
 ED1827'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1827'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTHWEST OF
 ED1827'HOLLYWOOD, 5 MILES WEST OF TURNERVILLE, AND 5-1/2 MILES NORTH
 ED1827'OF CLARKESVILLE ON COUNTY RIGHT OF WAY.
 ED1827'
 ED1827'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CLARKESVILLE,
 ED1827'GO NORTHEASTERLY ALONG U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE
 ED1827'ROUTE 15) FOR 0.25 MILE TO THE JUNCTION OF STATE ROUTE 115
 ED1827'(STATE ROUTE 17) TO THE LEFT.  CONTINUE NORTHEASTERLY ALONG
 ED1827'U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE ROUTE 15) FOR 2.0 MILES
 ED1827'TO THE COMMUNITY OF DIXONS CROSS ROADS AT THE JUNCTION OF COUNTY
 ED1827'ROAD 92224 CROSSING.  TURN LEFT, GOING NORTHERLY ALONG COUNTY
 ED1827'ROAD 92224 FOR 4.0 MILES TO THE NEW LIBERTY METHODIST CHURCH
 ED1827'ON THE RIGHT.  CONTINUE NORTHWESTERLY ALONG COUNTY ROAD 92224
 ED1827'FOR 1.1 MILES TO THE JUNCTION OF COUNTY ROAD 231 TO THE
 ED1827'LEFT.  CONTINUE NORTHWESTERLY ALONG COUNTY ROAD 92224 FOR
 ED1827'0.7 MILE TO THE STATION ON THE RIGHT.
 ED1827'
 ED1827'THE STATION IS LOCATED 35 FEET NORTH-NORTHEAST OF THE
 ED1827'CENTERLINE OF COUNTY ROAD 92224, 44.3 FEET WEST-NORTHWEST OF A
 ED1827'4 INCH PINE TREE ON THE SOUTHEAST SIDE OF AN ACCESS ROAD TO A
 ED1827'FIELD, 13.7 FEET WEST OF THE WESTERNMOST GATE POST OF A GATE INTO
 ED1827'THE FIELD, 72.5 FEET WEST-SOUTHWEST OF A POWER POLE IN THE
 ED1827'FIELD, AND 6.0 FEET SOUTHWEST OF A WITNESS POST SET AT A
 ED1827'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 068-208 1975,
 ED1827'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1827'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1827'STANDARD DISK STAMPED 068-208 1975 SET IN AN IRREGULAR MASS OF
 ED1827'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE
 ED1827'GROUND.
 ED1827'
 ED1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 ED1827'ALONG COUNTY ROAD 92224 FOR 0.25 MILE TO THE MARK ON THE
 ED1827'RIGHT.  IT IS LOCATED 63 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ED1827'OF COUNTY ROAD 92224, 172.0 FEET SOUTHEAST OF THE EAST CORNER
 ED1827'OF THE MACEDONIA BAPTIST CHURCH, 15.0 FEET SOUTHWEST OF THE
 ED1827'CENTERLINE OF A DRIVEWAY TO THE CHURCH PARKING LOT, 136.8 FEET
 ED1827'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE CEMETERY HEAD STONE
 ED1827'OF MARGIE B. AND HENDRIX H. FRY, AND 3.3 FEET NORTHWEST OF A
 ED1827'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-208
 ED1827'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1827'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1437 ***********************************************************************
 ED1437  DESIGNATION -  BV 068 209
 ED1437  PID         -  ED1437
 ED1437  STATE/COUNTY-  GA/HABERSHAM
 ED1437  USGS QUAD   -  TALLULAH FALLS (1953)
 ED1437
 ED1437                         *CURRENT SURVEY CONTROL
 ED1437  ___________________________________________________________________
 ED1437* NAD 83(1994)-  34 38 59.87496(N)    083 27 11.28594(W)     ADJUSTED  
 ED1437* NAVD 88     -       479.6    (meters)    1573.     (feet)  VERTCON   
 ED1437  ___________________________________________________________________
 ED1437  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 ED1437  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 ED1437
 ED1437  HORZ ORDER  -  SECOND
 ED1437
 ED1437.The horizontal coordinates were established by classical geodetic methods
 ED1437.and adjusted by the National Geodetic Survey in September 1997..
 ED1437
 ED1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1437
 ED1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1437
 ED1437.The geoid height was determined by GEOID03.
 ED1437
 ED1437;                    North         East     Units Scale Factor Converg.
 ED1437;SPC GA W     -   515,827.572   765,407.228   MT  0.99995271   +0 24 20.5
 ED1437;SPC GA W     - 1,692,344.29  2,511,173.55   sFT  0.99995271   +0 24 20.5
 ED1437;UTM  17      - 3,836,964.141   275,173.812   MT  1.00022306   -1 23 43.2
 ED1437
 ED1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1437!SPC GA W     -   0.99992941  x   0.99995271  =   0.99988212
 ED1437!UTM  17      -   0.99992941  x   1.00022306  =   1.00015245
 ED1437
 ED1437:                Primary Azimuth Mark                     Grid Az
 ED1437:SPC GA W     -  BV 068 209 AZ MK                         030 15 11.9
 ED1437:UTM  17      -  BV 068 209 AZ MK                         032 03 15.6
 ED1437
 ED1437|---------------------------------------------------------------------|
 ED1437| PID    Reference Object                     Distance      Geod. Az  |
 ED1437|                                                           dddmmss.s |
 ED1437| ED2836 BV 068 209 AZ MK                                   0303932.4 |
 ED1437|---------------------------------------------------------------------|
 ED1437
 ED1437                          SUPERSEDED SURVEY CONTROL
 ED1437
 ED1437  NAD 83(1986)-  34 38 59.88282(N)    083 27 11.28756(W) AD(       ) 2
 ED1437  NAD 27      -  34 38 59.53606(N)    083 27 11.68108(W) AD(       ) 2
 ED1437  NGVD 29 (07/19/86)  479.6    (m)         1573.     (f) VERT ANG       
 ED1437
 ED1437.Superseded values are not recommended for survey control.
 ED1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1437.See file dsdata.txt to determine how the superseded data were derived.
 ED1437
 ED1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7517436964(NAD 83)
 ED1437_MARKER: DD = SURVEY DISK
 ED1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1437
 ED1437  HISTORY     - Date     Condition        Report By
 ED1437  HISTORY     - 1975     MONUMENTED       GADT
 ED1437
 ED1437                          STATION DESCRIPTION
 ED1437
 ED1437'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1437'THE STATION IS LOCATED IN HOLLYWOOD ON GEORGIA POWER COMPANY RIGHT
 ED1437'OF WAY.
 ED1437'
 ED1437'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1437'(U.S. HIGHWAY 23, STATE ROUTE 15) AND STATE ROUTE 17 IN HOLLYWOOD,
 ED1437'LOCATED APPROXIMATELY 4-3/4 MILES NORTHEAST OF CLARKESVILLE, GO
 ED1437'SOUTHWESTERLY ALONG U.S. HIGHWAY 441 (U.S. HIGHWAY 23 STATE ROUTE
 ED1437'15) FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD 212 TO THE
 ED1437'RIGHT.  TURN RIGHT, GOING NORTHWEST ALONG COUNTY ROAD 212 FOR
 ED1437'0.15 MILE TO A GEORGIA POWER COMPANY POWER LINE CROSSING AND A
 ED1437'DRIVEWAY (RUNNING ON THE EAST SIDE OF THE GEORGIA POWER LINE
 ED1437'RIGHT OF WAY) TO THE RIGHT.  TURN RIGHT GOING NORTH-NORTHEAST
 ED1437'ALONG THE DRIVEWAY FOR 0.05 MILE TO GEORGIA POWER
 ED1437'COMPANY TOWER NUMBER 65 AND THE STATION ON THE LEFT.
 ED1437'
 ED1437'THE STATION IS LOCATED 28.8 FEET NORTH-NORTHWEST OF THE EAST LEG
 ED1437'OF THE GEORGIA POWER COMPANY TOWER, 19.2 FEET NORTH-NORTHEAST OF
 ED1437'THE NORTH LEG OF THE GEORGIA POWER COMPANY TOWER, 62.7 FEET
 ED1437'WEST-NORTHWEST OF A FENCELINE, 106.5 FEET NORTHWEST OF THE
 ED1437'NORTHERLY CORNER OF THE HOLLYWOOD BAPTIST CHURCH, AND 3.0 FEET
 ED1437'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1437'STAMPED 068-209 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1437'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1437'UNDERGROUND STATION IS A STANDARD DISK STAMPED 068-209 1975, SET IN
 ED1437'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER
 ED1437'BELOW THE SURFACE OF THE GROUND.
 ED1437'
 ED1437'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1437'(U.S. HIGHWAY 23 STATE ROUTE 15) AND STATE ROUTE 17 IN HOLLYWOOD,
 ED1437'GO NORTH ALONG U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE ROUTE 15)
 ED1437'FOR 0.75 MILE TO THE JUNCTION OF COUNTY ROAD 128 TO THE LEFT.
 ED1437'TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 128 FOR 0.2 MILE
 ED1437'TO THE JUNCTION OF THE GEORGIA POWER COMPANY LINE AND A
 ED1437'DRIVEWAY TO THE LEFT.  TURN LEFT, GOING ALONG THE DRIVEWAY FOR
 ED1437'APPROXIMATELY 75 FEET TO THE GEORGIA POWER COMPANY POWER LINE.
 ED1437'TURN LEFT, GOING SOUTH ALONG THE WEST SIDE OF THE GEORGIA
 ED1437'POWER COMPANY RIGHT OF WAY FOR APPROXIMATELY 150 FEET TO THE
 ED1437'GEORGIA POWER COMPANY TOWER NUMBER 59 AND THE MARK.  IT IS
 ED1437'LOCATED 14.9 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 ED1437'THE GEORGIA POWER COMPANY TOWER, 20.4 FEET WEST-NORTHWEST OF
 ED1437'THE SOUTHWEST CORNER OF THE GEORGIA POWER COMPANY TOWER, 76.5
 ED1437'FEET SOUTH-SOUTHEAST OF A POWER POLE, 140.0 FEET
 ED1437'SOUTH-SOUTHWEST OF A 10 INCH WHITE PINE TREE, AND 2.4 FEET
 ED1437'WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1437'068-209 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1437'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1434 ***********************************************************************
 ED1434  DESIGNATION -  BV 068 210
 ED1434  PID         -  ED1434
 ED1434  STATE/COUNTY-  GA/HABERSHAM
 ED1434  USGS QUAD   -  TALLULAH FALLS (1953)
 ED1434
 ED1434                         *CURRENT SURVEY CONTROL
 ED1434  ___________________________________________________________________
 ED1434* NAD 83(1994)-  34 41 34.02778(N)    083 25 30.40201(W)     ADJUSTED  
 ED1434* NAVD 88     -       480.     (meters)    1575.     (feet)  VERTCON   
 ED1434  ___________________________________________________________________
 ED1434  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 ED1434  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 ED1434
 ED1434  HORZ ORDER  -  SECOND
 ED1434
 ED1434.The horizontal coordinates were established by classical geodetic methods
 ED1434.and adjusted by the National Geodetic Survey in September 1997..
 ED1434
 ED1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1434
 ED1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1434
 ED1434.The geoid height was determined by GEOID03.
 ED1434
 ED1434;                    North         East     Units Scale Factor Converg.
 ED1434;SPC GA W     -   520,596.029   767,941.115   MT  0.99995688   +0 25 19.5
 ED1434;SPC GA W     - 1,707,988.81  2,519,486.81   sFT  0.99995688   +0 25 19.5
 ED1434;UTM  17      - 3,841,651.783   277,857.093   MT  1.00020827   -1 22 51.2
 ED1434
 ED1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1434!SPC GA W     -   0.99992934  x   0.99995688  =   0.99988623
 ED1434!UTM  17      -   0.99992934  x   1.00020827  =   1.00013760
 ED1434
 ED1434:                Primary Azimuth Mark                     Grid Az
 ED1434:SPC GA W     -  HICKORY                                  018 04 46.1
 ED1434:UTM  17      -  HICKORY                                  019 52 56.8
 ED1434
 ED1434|---------------------------------------------------------------------|
 ED1434| PID    Reference Object                     Distance      Geod. Az  |
 ED1434|                                                           dddmmss.s |
 ED1434| ED1433 HICKORY                             APPROX. 4.6 KM 0183005.6 |
 ED1434| ED1435 BV 068 210 GADT 1975 PTA             29.906 METERS 23325     |
 ED1434|---------------------------------------------------------------------|
 ED1434
 ED1434                          SUPERSEDED SURVEY CONTROL
 ED1434
 ED1434  NAD 83(1986)-  34 41 34.03592(N)    083 25 30.40357(W) AD(       ) 2
 ED1434  NAD 27      -  34 41 33.69428(N)    083 25 30.80282(W) AD(       ) 2
 ED1434  NGVD 29 (07/19/86)  480.     (m)         1575.     (f) VERT ANG       
 ED1434
 ED1434.Superseded values are not recommended for survey control.
 ED1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1434.See file dsdata.txt to determine how the superseded data were derived.
 ED1434
 ED1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7785741652(NAD 83)
 ED1434_MARKER: DD = SURVEY DISK
 ED1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1434_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1434
 ED1434  HISTORY     - Date     Condition        Report By
 ED1434  HISTORY     - 1975     MONUMENTED       GADT
 ED1434
 ED1434                          STATION DESCRIPTION
 ED1434
 ED1434'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1434'THE STATION IS LOCATED APPROXIMATELY 1/4 MILE NORTH OF
 ED1434'TURNERVILLE, 3 MILES NORTH-NORTHEAST OF HOLLYWOOD, AND 3-3/4
 ED1434'MILES SOUTH-SOUTHWEST OF TALLULAH FALLS ON STATE RIGHT OF WAY.
 ED1434'
 ED1434'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1434'(U.S. HIGHWAY 23, STATE ROUTE 15) AND STATE ROUTE 17 IN HOLLYWOOD,
 ED1434'LOCATED APPROXIMATELY 4-3/4 MILES EAST-NORTHEAST OF CLARKESVILLE,
 ED1434'GO NORTH ALONG U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE ROUTE 15)
 ED1434'FOR 2.45 MILES TO THE JUNCTION OF COUNTY ROAD 125 TO THE
 ED1434'RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 441 (U.S.
 ED1434'HIGHWAY 23, STATE ROUTE 15) FOR 1.1 MILES TO THE JUNCTION OF
 ED1434'COUNTY ROAD 92224 TO THE LEFT.  CONTINUE GOING NORTH ALONG U.S.
 ED1434'HIGHWAY 441 FOR 0.15 MILE TO THE JUNCTION OF A DRIVEWAY TO MT.
 ED1434'ZION CHURCH TO THE RIGHT AND THE STATION ON THE RIGHT.
 ED1434'
 ED1434'THE STATION IS LOCATED 26.5 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1434'OF U.S. HIGHWAY 441, 24.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED1434'OF THE CHURCH DRIVEWAY, 85.0 FEET WEST-NORTHWEST OF A POWER POLE,
 ED1434'27.0 FEET SOUTH OF THE POINT OF INTERSECTION OF THE CENTERLINES
 ED1434'OF U.S. HIGHWAY 441 AND THE CHURCH DRIVEWAY, 11.0 FEET SOUTHEAST
 ED1434'OF THE SOUTH END OF A 12 INCH DRAIN PIPE UNDER THE DRIVEWAY,
 ED1434'AND 2.9 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A
 ED1434'STANDARD BRASS DISK STAMPED 068-210 1975, SET IN THE TOP OF A
 ED1434'10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 ED1434'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1434'DISK STAMPED 068-210 1975, SET IN AN IRREGULAR MASS OF
 ED1434'CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE
 ED1434'GROUND.
 ED1434'
 ED1434'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1434'AND COUNTY ROAD 92224, GO NORTHWESTERLY ALONG COUNTY ROAD 92224 FOR
 ED1434'0.15 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 35.0 FEET
 ED1434'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 92224, 81.0
 ED1434'FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 ED1434'COUNTY ROAD 92224 AND A DIRT DRIVEWAY TO THE WEST, 4.0 FEET
 ED1434'NORTHWEST OF A POWER POLE, AND 4.8 FEET SOUTHWEST OF A FENCELINE
 ED1434'AND WITNESS POST.  IT IS A STANDARD DISK STAMPED 068-210 1975
 ED1434'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1434'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1830 ***********************************************************************
 ED1830  DESIGNATION -  BV 068 211
 ED1830  PID         -  ED1830
 ED1830  STATE/COUNTY-  GA/HABERSHAM
 ED1830  USGS QUAD   -  CLARKESVILLE NE (1957)
 ED1830
 ED1830                         *CURRENT SURVEY CONTROL
 ED1830  ___________________________________________________________________
 ED1830* NAD 83(1994)-  34 38 21.12298(N)    083 31 49.77649(W)     ADJUSTED  
 ED1830* NAVD 88     -       457.     (meters)    1499.     (feet)  VERTCON   
 ED1830  ___________________________________________________________________
 ED1830  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 ED1830  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 ED1830
 ED1830  HORZ ORDER  -  SECOND
 ED1830
 ED1830.The horizontal coordinates were established by classical geodetic methods
 ED1830.and adjusted by the National Geodetic Survey in September 1997..
 ED1830
 ED1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1830
 ED1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1830
 ED1830.The geoid height was determined by GEOID03.
 ED1830
 ED1830;                    North         East     Units Scale Factor Converg.
 ED1830;SPC GA W     -   514,586.031   758,323.444   MT  0.99994191   +0 21 41.8
 ED1830;SPC GA W     - 1,688,271.00  2,487,932.83   sFT  0.99994191   +0 21 41.8
 ED1830;UTM  17      - 3,835,945.521   268,052.405   MT  1.00026316   -1 26 20.4
 ED1830
 ED1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1830!SPC GA W     -   0.99993293  x   0.99994191  =   0.99987484
 ED1830!UTM  17      -   0.99993293  x   1.00026316  =   1.00019607
 ED1830
 ED1830|---------------------------------------------------------------------|
 ED1830| PID    Reference Object                     Distance      Geod. Az  |
 ED1830|                                                           dddmmss.s |
 ED1830| ED1829 BV 068 211 GADT 1975 PTA             17.993 METERS 02703     |
 ED1830| ED3227 BV 068 211 AZ MK                                   1574838.2 |
 ED1830| ED1853 VICTORY                             APPROX. 4.6 KM 2375351.2 |
 ED1830|---------------------------------------------------------------------|
 ED1830
 ED1830                          SUPERSEDED SURVEY CONTROL
 ED1830
 ED1830  NAD 83(1986)-  34 38 21.13132(N)    083 31 49.77838(W) AD(       ) 2
 ED1830  NAD 27      -  34 38 20.78560(N)    083 31 50.15599(W) AD(       ) 2
 ED1830  NGVD 29 (07/19/86)  457.     (m)         1499.     (f) VERT ANG       
 ED1830
 ED1830.Superseded values are not recommended for survey control.
 ED1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1830.See file dsdata.txt to determine how the superseded data were derived.
 ED1830
 ED1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6805235946(NAD 83)
 ED1830_MARKER: DD = SURVEY DISK
 ED1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1830
 ED1830  HISTORY     - Date     Condition        Report By
 ED1830  HISTORY     - 1975     MONUMENTED       GADT
 ED1830
 ED1830                          STATION DESCRIPTION
 ED1830
 ED1830'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1830'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH OF
 ED1830'CLARKESVILLE, 4-1/2 MILES WEST OF HOLLYWOOD, AND 8-3/4 MILES
 ED1830'EAST-SOUTHEAST OF SAUTEE ON THE PROPERTY OF NORTH GEORGIA
 ED1830'TECHNICAL AND VOCATIONAL SCHOOL.
 ED1830'
 ED1830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1830'(U.S. HIGHWAY 23, STATE ROUTE 15, STATE ROUTE 17) AND STATE
 ED1830'ROUTE 197 IN CLARKESVILLE, GO NORTHWESTERLY ALONG STATE ROUTE
 ED1830'197 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 187 FORKING
 ED1830'TO THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 197 FOR
 ED1830'0.9 MILE TO THE JUNCTION OF A DRIVEWAY TO THE NORTH GEORGIA
 ED1830'TECHNICAL AND VOCATIONAL SCHOOL MOBLEY ADMINISTRATION BUILDING
 ED1830'FORKING TO THE RIGHT.  TURN RIGHT, GOING NORTH-NORTHEAST ALONG
 ED1830'THE DRIVEWAY FOR APPROXIMATELY 160 FEET TO THE STATION ON
 ED1830'THE RIGHT.
 ED1830'
 ED1830'THE STATION IS LOCATED 20.6 FEET EAST-SOUTHEAST OF THE
 ED1830'CENTERLINE OF THE DRIVEWAY, 48.5 FEET SOUTHEAST OF A 10 INCH
 ED1830'MAGNOLIA TREE ON THE WEST SIDE OF THE DRIVEWAY, 37.5 FEET
 ED1830'SOUTH-SOUTHWEST OF A UTILITY LIGHT POLE, 38.1 FEET NORTH-NORTHEAST
 ED1830'OF ANOTHER UTILITY LIGHT POLE, 174.4 FEET NORTH-NORTHEAST OF THE
 ED1830'POINT OF INTERSECTION OF THE CENTERLINE OF THE DRIVEWAY AND THE
 ED1830'EAST EDGE OF PAVEMENT OF STATE ROUTE 197, 135.3 FEET NORTHEAST
 ED1830'OF A 24 INCH PINE TREE IN THE FORK OF THE HIGHWAY AND
 ED1830'DRIVEWAY, AND 5.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT
 ED1830'IS A STANDARD BRASS DISK STAMPED 068-211 1975, SET IN THE TOP
 ED1830'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1830'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1830'STANDARD DISK STAMPED 068-211 1975, SET IN AN IRREGULAR
 ED1830'MASS OF CONCRETE APPROXIMATELY 0.40 METER BELOW THE SURFACE OF
 ED1830'THE GROUND.
 ED1830'
 ED1830'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 197
 ED1830'AND THE DRIVEWAY TO MOBLEY ADMINISTRATION BUILDING, GO EAST
 ED1830'ALONG A DRIVEWAY TOWARD BRYANT HALL FOR APPROXIMATELY 140 FEET
 ED1830'TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT ENTERING A DIRT
 ED1830'PARKING LOT BETWEEN BRYANT HALL AND A WHITE BUILDING.  TURN
 ED1830'RIGHT, GOING SOUTH ACROSS THE PARKING LOT FOR APPROXIMATELY
 ED1830'160 FEET TO THE END OF THE PARKING LOT AND THE MARK ON THE
 ED1830'LEFT.  IT IS LOCATED 86.7 FEET EAST OF THE SOUTHEAST CORNER OF
 ED1830'THE BRYANT HALL BUILDING, 80.0 FEET EAST OF THE SOUTHEAST
 ED1830'CORNER OF THE SOUTHERLY ENTRANCE TO BRYANT HALL, 88.6 FEET EAST
 ED1830'OF THE NORTHEAST CORNER OF THE SOUTHERLY ENTRANCE OF BRYANTS
 ED1830'HALL BUILDING, AND 3.4 FEET NORTH OF A WITNESS POST.  IT IS A
 ED1830'STANDARD DISK STAMPED 068-211 1975 AZMK, SET IN THE TOP OF A 10
 ED1830'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1830'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1432 ***********************************************************************
 ED1432  DESIGNATION -  BV 068 212
 ED1432  PID         -  ED1432
 ED1432  STATE/COUNTY-  GA/HABERSHAM
 ED1432  USGS QUAD   -  TALLULAH FALLS (1953)
 ED1432
 ED1432                         *CURRENT SURVEY CONTROL
 ED1432  ___________________________________________________________________
 ED1432* NAD 83(1994)-  34 37 39.80134(N)    083 23 25.49684(W)     ADJUSTED  
 ED1432* NAVD 88     -       453.9    (meters)    1489.     (feet)  VERTCON   
 ED1432  ___________________________________________________________________
 ED1432  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 ED1432  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ED1432
 ED1432  HORZ ORDER  -  SECOND
 ED1432
 ED1432.The horizontal coordinates were established by classical geodetic methods
 ED1432.and adjusted by the National Geodetic Survey in September 1997..
 ED1432
 ED1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1432
 ED1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1432
 ED1432.The geoid height was determined by GEOID03.
 ED1432
 ED1432;                    North         East     Units Scale Factor Converg.
 ED1432;SPC GA W     -   513,402.770   771,175.623   MT  0.99996242   +0 26 28.0
 ED1432;SPC GA W     - 1,684,388.92  2,530,098.69   sFT  0.99996242   +0 26 28.0
 ED1432;UTM  17      - 3,834,358.644   280,864.594   MT  1.00019192   -1 21 32.0
 ED1432
 ED1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1432!SPC GA W     -   0.99993347  x   0.99996242  =   0.99989589
 ED1432!UTM  17      -   0.99993347  x   1.00019192  =   1.00012538
 ED1432
 ED1432:                Primary Azimuth Mark                     Grid Az
 ED1432:SPC GA W     -  BV 068 212 AZ MK                         236 04 40.6
 ED1432:UTM  17      -  BV 068 212 AZ MK                         237 52 40.6
 ED1432
 ED1432|---------------------------------------------------------------------|
 ED1432| PID    Reference Object                     Distance      Geod. Az  |
 ED1432|                                                           dddmmss.s |
 ED1432| ED2838 BV 068 212 AZ MK                                   2363108.6 |
 ED1432|---------------------------------------------------------------------|
 ED1432
 ED1432                          SUPERSEDED SURVEY CONTROL
 ED1432
 ED1432  NAD 83(1986)-  34 37 39.80936(N)    083 23 25.49857(W) AD(       ) 2
 ED1432  NAD 27      -  34 37 39.46206(N)    083 23 25.89841(W) AD(       ) 2
 ED1432  NGVD 29 (07/19/86)  453.9    (m)         1489.     (f) VERT ANG       
 ED1432
 ED1432.Superseded values are not recommended for survey control.
 ED1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1432.See file dsdata.txt to determine how the superseded data were derived.
 ED1432
 ED1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8086534359(NAD 83)
 ED1432_MARKER: DD = SURVEY DISK
 ED1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1432
 ED1432  HISTORY     - Date     Condition        Report By
 ED1432  HISTORY     - 1975     MONUMENTED       GADT
 ED1432
 ED1432                          STATION DESCRIPTION
 ED1432
 ED1432'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1432'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST-SOUTHEAST
 ED1432'OF HOLLYWOOD, 5 MILES NORTHWEST OF TOCCOA, AND 4-1/2 MILES
 ED1432'SOUTH-SOUTHEAST OF TURNERVILLE ON COUNTY RIGHT OF WAY.
 ED1432'
 ED1432'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106
 ED1432'(STATE ROUTES 17 AND 184) AND U.S. HIGHWAY 123 (STATE ROUTE 13)
 ED1432'IN TOCCOA, GO NORTH ALONG STATE ROUTE 106 (STATE ROUTES 17 AND
 ED1432'184) FOR 0.2 MILE TO THE JUNCTION OF STATE ROUTE 106 (STATE ROUTE
 ED1432'184) TO THE RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 17 FOR 2.5
 ED1432'MILES TO THE JUNCTION OF BLACK MOUNTAIN ROAD (COUNTY ROAD 171)
 ED1432'TO THE RIGHT.  CONTINUE GOING WEST-NORTHWEST ALONG STATE ROUTE
 ED1432'17 FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 140 TO THE
 ED1432'RIGHT.  TURN RIGHT, GOING NORTH ALONG COUNTY ROAD 140 FOR
 ED1432'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 ED1432'NORTH ALONG COUNTY ROAD 140 FOR 0.15 MILE TO THE STATION ON THE
 ED1432'LEFT.
 ED1432'
 ED1432'THE STATION IS LOCATED 35.0 FEET NORTHWEST OF THE CENTERLINE OF
 ED1432'COUNTY ROAD 140, 125.0 FEET WEST-NORTHWEST OF A POWER POLE ON THE
 ED1432'SOUTHEAST SIDE OF THE ROAD, 110.0 FEET NORTHWEST OF A 14 INCH PINE
 ED1432'TREE ON THE SOUTHEAST SIDE OF THE ROAD, AND 2.5 FEET SOUTHEAST
 ED1432'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 068-212 1975,
 ED1432'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1432'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1432'STANDARD DISK STAMPED 068-212 1975, SET IN AN IRREGULAR MASS OF
 ED1432'CONCRETE APPROXIMATELY 0.66 METER BELOW THE SURFACE OF THE
 ED1432'GROUND.
 ED1432'
 ED1432'THE AZIMUTH MARK IS LOCATED 42 FEET SOUTHEAST OF THE CENTERLINE
 ED1432'OF COUNTY ROAD 140, 37.0 FEET WEST-SOUTHWEST OF A 14 INCH WHITE
 ED1432'OAK TREE, 25.0 FEET NORTHWEST OF A 14 INCH HICKORY TREE, 3.5 FEET
 ED1432'EAST-NORTHEAST OF THE NORTH CORNER POST OF A FENCELINE, 10.0 FEET
 ED1432'EAST-NORTHEAST OF A POWER POLE, AND 3.0 FEET NORTHWEST OF A
 ED1432'WITNESS POST.  IT IS A STANDARD DISK STAMPED 068-212 1975 AZMK,
 ED1432'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1432'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1407 ***********************************************************************
 ED1407  DESIGNATION -  BV 068 213
 ED1407  PID         -  ED1407
 ED1407  STATE/COUNTY-  GA/HABERSHAM
 ED1407  USGS QUAD   -  TUGALOO LAKE (1972)
 ED1407
 ED1407                         *CURRENT SURVEY CONTROL
 ED1407  ___________________________________________________________________
 ED1407* NAD 83(1994)-  34 42 29.69919(N)    083 21 57.33528(W)     ADJUSTED  
 ED1407* NAVD 88     -       456.     (meters)    1496.     (feet)  VERTCON   
 ED1407  ___________________________________________________________________
 ED1407  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 ED1407  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ED1407
 ED1407  HORZ ORDER  -  SECOND
 ED1407
 ED1407.The horizontal coordinates were established by classical geodetic methods
 ED1407.and adjusted by the National Geodetic Survey in September 1997..
 ED1407
 ED1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1407
 ED1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1407
 ED1407.The geoid height was determined by GEOID03.
 ED1407
 ED1407;                    North         East     Units Scale Factor Converg.
 ED1407;SPC GA W     -   522,352.992   773,350.123   MT  0.99996629   +0 27 21.5
 ED1407;SPC GA W     - 1,713,753.11  2,537,232.86   sFT  0.99996629   +0 27 21.5
 ED1407;UTM  17      - 3,843,238.030   283,319.978   MT  1.00017871   -1 20 51.6
 ED1407
 ED1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1407!SPC GA W     -   0.99993314  x   0.99996629  =   0.99989943
 ED1407!UTM  17      -   0.99993314  x   1.00017871  =   1.00011184
 ED1407
 ED1407|---------------------------------------------------------------------|
 ED1407| PID    Reference Object                     Distance      Geod. Az  |
 ED1407|                                                           dddmmss.s |
 ED1407| ED1408 BV 068 213 GADT 1975 PTA             29.164 METERS 27026     |
 ED1407| ED1433 HICKORY                             APPROX. 4.8 KM 3035547.1 |
 ED1407|---------------------------------------------------------------------|
 ED1407
 ED1407                          SUPERSEDED SURVEY CONTROL
 ED1407
 ED1407  NAD 83(1986)-  34 42 29.70717(N)    083 21 57.33646(W) AD(       ) 2
 ED1407  NAD 27      -  34 42 29.36825(N)    083 21 57.74269(W) AD(       ) 2
 ED1407  NGVD 29 (07/19/86)  456.     (m)         1496.     (f) VERT ANG       
 ED1407
 ED1407.Superseded values are not recommended for survey control.
 ED1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1407.See file dsdata.txt to determine how the superseded data were derived.
 ED1407
 ED1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8332043238(NAD 83)
 ED1407_MARKER: DD = SURVEY DISK
 ED1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1407_SP_SET: CONCRETE POST
 ED1407_STAMPING: B.V. 068-213
 ED1407_MARK LOGO: GADT  
 ED1407_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1407+STABILITY: SURFACE MOTION
 ED1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1407+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1992
 ED1407
 ED1407  HISTORY     - Date     Condition        Report By
 ED1407  HISTORY     - 1975     MONUMENTED       GADT
 ED1407  HISTORY     - 1975     GOOD             GADT
 ED1407  HISTORY     - 19920629 GOOD             SCGS
 ED1407
 ED1407                          STATION DESCRIPTION
 ED1407
 ED1407'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1407'THE STATION IS LOCATED IN TALLULAH FALLS ON THE PROPERTY OF THE
 ED1407'GEORGIA POWER COMPANY.
 ED1407'
 ED1407'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TALLULAH FALLS,
 ED1407'GO SOUTHWESTERLY ALONG U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE
 ED1407'ROUTE 15) FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 90936 TO THE
 ED1407'LEFT.  TURN LEFT, GOING SOUTH TO SOUTHEAST ALONG COUNTY ROAD
 ED1407'90936 FOR 3.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED1407'GOING, NOW NORTHEAST, ALONG COUNTY ROAD 90936 FOR 0.1 MILE TO A
 ED1407'BRICK HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 ED1407'
 ED1407'THE STATION IS LOCATED 26.0 FEET NORTH-NORTHWEST OF THE
 ED1407'CENTERLINE OF COUNTY ROAD 90936, 55.0 FEET NORTH-NORTHEAST OF A
 ED1407'POWER POLE, 18.0 FEET WEST OF A 15 INCH OAK, 28.0 FEET
 ED1407'SOUTHWEST OF A 25 INCH OAK, AND 3.5 FEET NORTH-NORTHWEST OF A
 ED1407'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-213
 ED1407'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1407'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1407'IS A STANDARD DISK STAMPED 068-213 1975, SET IN AN IRREGULAR
 ED1407'MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF
 ED1407'THE GROUND.
 ED1407'
 ED1407'THE AZIMUTH MARK IS LOCATED 44.0 FEET SOUTHEAST OF THE
 ED1407'CENTERLINE OF COUNTY ROAD 90936, 25.0 FEET EAST OF A 20 INCH OAK
 ED1407'TREE, 13.5 FEET EAST-NORTHEAST OF A POWER POLE, AND 2.0 FEET
 ED1407'NORTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 ED1407'DISK STAMPED 068-213 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1407'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1407
 ED1407                          STATION RECOVERY (1975)
 ED1407
 ED1407'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 ED1407'RECOVERED IN GOOD CONDITION.
 ED1407
 ED1407                          STATION RECOVERY (1992)
 ED1407
 ED1407'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1407'STATION IS LOCATED IN TALLULAH FALLS, GEORGIA. OWNERSHIP-RIGHT OF WAY.
 ED1407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 223, 441 AND
 ED1407'STATE HIGHWAY 15 LOOP IN TALLULAH FALLS, GO EAST SOUTHEAST ON HIGHWAY
 ED1407'15 LOOP FOR 1.1 MILES TO TUGALO VILLAGE ROAD NORTHEAST LEADING TO
 ED1407'GEORGIA POWER GA HYDRO GROUP HEADQUARTERS OFFICE, TURN LEFT ON TUGALO
 ED1407'VILLAGE ROAD FOR 2.95 MILES TO THE STATION ON THE RIGHT.
 ED1407'STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.5 FEET BELOW
 ED1407'THE ROAD, 43.1 FT SOUTHEAST OF THE CENTER OF THE ROAD, 56.3 FT WEST
 ED1407'NORTHWEST OF A 3.0 FOOT WATER OAK TREE, 48.1 FT WEST SOUTHWEST OF A
 ED1407'TELEPHONE JUNCTION BOX M/161 R/54, 1.7 FT NORTHWEST OF A WITNESS
 ED1407'POST.
 ED1407'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1425 ***********************************************************************
 ED1425  DESIGNATION -  BV 068 214
 ED1425  PID         -  ED1425
 ED1425  STATE/COUNTY-  GA/HABERSHAM
 ED1425  USGS QUAD   -  AYERSVILLE (1985)
 ED1425
 ED1425                         *CURRENT SURVEY CONTROL
 ED1425  ___________________________________________________________________
 ED1425* NAD 83(1994)-  34 35 57.43931(N)    083 27 13.51100(W)     ADJUSTED  
 ED1425* NAVD 88     -       462.     (meters)    1516.     (feet)  VERTCON   
 ED1425  ___________________________________________________________________
 ED1425  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 ED1425  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 ED1425
 ED1425  HORZ ORDER  -  SECOND
 ED1425
 ED1425.The horizontal coordinates were established by classical geodetic methods
 ED1425.and adjusted by the National Geodetic Survey in September 1997..
 ED1425
 ED1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1425
 ED1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1425
 ED1425.The geoid height was determined by GEOID03.
 ED1425
 ED1425;                    North         East     Units Scale Factor Converg.
 ED1425;SPC GA W     -   510,205.837   765,390.315   MT  0.99995269   +0 24 17.4
 ED1425;SPC GA W     - 1,673,900.32  2,511,118.06   sFT  0.99995269   +0 24 17.4
 ED1425;UTM  17      - 3,831,344.189   274,980.282   MT  1.00022414   -1 23 38.1
 ED1425
 ED1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1425!SPC GA W     -   0.99993218  x   0.99995269  =   0.99988487
 ED1425!UTM  17      -   0.99993218  x   1.00022414  =   1.00015630
 ED1425
 ED1425|---------------------------------------------------------------------|
 ED1425| PID    Reference Object                     Distance      Geod. Az  |
 ED1425|                                                           dddmmss.s |
 ED1425| ED1424 BV 068 214 GADT 1975 PTA             29.483 METERS 06001     |
 ED1425| ED2840 BV 068 214 AZ MK                                   3285801.0 |
 ED1425|---------------------------------------------------------------------|
 ED1425
 ED1425                          SUPERSEDED SURVEY CONTROL
 ED1425
 ED1425  NAD 83(1986)-  34 35 57.44736(N)    083 27 13.51265(W) AD(       ) 2
 ED1425  NAD 27      -  34 35 57.09702(N)    083 27 13.90527(W) AD(       ) 2
 ED1425  NGVD 29 (07/19/86)  462.     (m)         1516.     (f) VERT ANG       
 ED1425
 ED1425.Superseded values are not recommended for survey control.
 ED1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1425.See file dsdata.txt to determine how the superseded data were derived.
 ED1425
 ED1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7498031344(NAD 83)
 ED1425_MARKER: DD = SURVEY DISK
 ED1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1425
 ED1425  HISTORY     - Date     Condition        Report By
 ED1425  HISTORY     - 1975     MONUMENTED       GADT
 ED1425
 ED1425                          STATION DESCRIPTION
 ED1425
 ED1425'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1425'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF
 ED1425'HOLLYWOOD, 4-1/4 MILES EAST-SOUTHEAST OF CLARKESVILLE, AND 5-3/4
 ED1425'MILES EAST-NORTHEAST OF DEMORES ON THE PROPERTY OF MR. BILLIE
 ED1425'E. JONES.
 ED1425'
 ED1425'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CLARKESVILLE,
 ED1425'GO SOUTHEASTERLY ALONG U.S. HIGHWAYS 23 AND 441 (STATE ROUTES
 ED1425'15 AND 197) FOR 0.75 MILE TO THE JUNCTION STATE ROUTE 115 TO THE
 ED1425'LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG STATE ROUTE 115 FOR
 ED1425'1.55 MILES TO THE JUNCTION OF COUNTY ROAD 92224 TO THE LEFT AND
 ED1425'HILLS CROSSING BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING
 ED1425'EASTERLY ALONG STATE ROUTE 115 FOR 1.05 MILES TO THE JUNCTION
 ED1425'OF ANTIOCH ROAD (COUNTY ROAD 117) FORKING TO THE LEFT.
 ED1425'CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 115 FOR 1.1
 ED1425'MILES TO THE JUNCTION OF COUNTY ROAD 115 FORKING TO THE
 ED1425'RIGHT.  CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 115 FOR
 ED1425'0.4 MILE TO THE BILLIE JONES RESIDENCE AND DRIVEWAY ON THE
 ED1425'LEFT.  TURN LEFT, GOING NORTH ALONG MR. BILLIE JONESS
 ED1425'DRIVEWAY AND THEN ALONG A FIELD ROAD WITH A FENCE AND PASTURE ON
 ED1425'THE LEFT AND AN APPLE ORCHARD ON THE RIGHT FOR APPROXIMATELY
 ED1425'800 FEET TO THE OBLIQUE JUNCTION OF THE FENCELINE WITH A
 ED1425'NORTHEAST-SOUTHWEST FENCELINE AND A NORTHWEST FENCELINE AND
 ED1425'THE STATION.
 ED1425'
 ED1425'THE STATION IS LOCATED 3.8 FEET SOUTHEAST OF A WITNESS POST SET
 ED1425'AT THE NORTHEAST-SOUTHWEST FENCELINE, 10.0 FEET EAST OF A 1 INCH
 ED1425'IRON PIN PROPERTY CORNER MARKER AT THE JUNCTION OF THE FENCELINES,
 ED1425'25.0 FEET SOUTHEAST OF A GATE LATCH POST ON THE NORTHWEST
 ED1425'FENCELINE, AND 13.7 FEET NOTHWEST OF A 2 INCH APPLE TREE AT THE
 ED1425'NEAR CORNER OF THE ORCHARD.  IT IS A STANDARD BRASS DISK
 ED1425'STAMPED 068-214 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1425'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1425'UNDERGROUND STATION IS A STANDARD DISK STAMPED 068-214 1975, SET
 ED1425'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER
 ED1425'BELOW THE SURFACE OF THE GROUND.
 ED1425'
 ED1425'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ANTIOCH ROAD AND
 ED1425'STATE ROUTE 115, GO NORTH ALONG ANTIOCH ROAD FOR 0.45 MILE TO THE
 ED1425'JUNCTION OF COUNTY ROAD 118 FORKING TO THE LEFT.  CONTINUE
 ED1425'GOING NORTHEASTERLY ALONG ANTIOCH ROAD FOR 0.4 MILE TO THE
 ED1425'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 41 FEET SOUTH-SOUTHEAST
 ED1425'OF THE CENTERLINE OF ANTIOCH ROAD, 87.5 FEET SOUTH OF AN 8 INCH
 ED1425'WHITE PINE TREE ON THE NORTH SIDE OF THE ROAD, 100.5 FEET
 ED1425'SOUTHWEST OF THE WESTERN END OF A DRAIN PIPE UNDER A DRIVEWAY
 ED1425'TO THE NORTH-NORTHWEST, 31.8 FEET WEST-SOUTHWEST OF A POWER
 ED1425'POLE, AND 2.0 FEET NORTH-NORTHWEST OF A WITNESS POST SET AT A
 ED1425'FENCELINE.  IT IS A STANDARD DISK STAMPED 068-214 1975
 ED1425'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1425'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1426 ***********************************************************************
 ED1426  DESIGNATION -  BV 068 215
 ED1426  PID         -  ED1426
 ED1426  STATE/COUNTY-  GA/HABERSHAM
 ED1426  USGS QUAD   -  AYERSVILLE (1985)
 ED1426
 ED1426                         *CURRENT SURVEY CONTROL
 ED1426  ___________________________________________________________________
 ED1426* NAD 83(1994)-  34 32 32.35143(N)    083 27 58.09397(W)     ADJUSTED  
 ED1426* NAVD 88     -       453.7    (meters)    1489.     (feet)  VERTCON   
 ED1426  ___________________________________________________________________
 ED1426  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 ED1426  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 ED1426
 ED1426  HORZ ORDER  -  SECOND
 ED1426
 ED1426.The horizontal coordinates were established by classical geodetic methods
 ED1426.and adjusted by the National Geodetic Survey in September 1997..
 ED1426
 ED1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1426
 ED1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1426
 ED1426.The geoid height was determined by GEOID03.
 ED1426
 ED1426;                    North         East     Units Scale Factor Converg.
 ED1426;SPC GA W     -   503,878.632   764,298.230   MT  0.99995094   +0 23 50.0
 ED1426;SPC GA W     - 1,653,141.81  2,507,535.11   sFT  0.99995094   +0 23 50.0
 ED1426;UTM  17      - 3,825,052.616   273,689.918   MT  1.00023133   -1 23 56.1
 ED1426
 ED1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1426!SPC GA W     -   0.99993348  x   0.99995094  =   0.99988442
 ED1426!UTM  17      -   0.99993348  x   1.00023133  =   1.00016479
 ED1426
 ED1426:                Primary Azimuth Mark                     Grid Az
 ED1426:SPC GA W     -  BV 068 215 AZ MK                         183 21 44.1
 ED1426:UTM  17      -  BV 068 215 AZ MK                         185 09 30.2
 ED1426
 ED1426|---------------------------------------------------------------------|
 ED1426| PID    Reference Object                     Distance      Geod. Az  |
 ED1426|                                                           dddmmss.s |
 ED1426| ED2841 BV 068 215 AZ MK                                   1834534.1 |
 ED1426|---------------------------------------------------------------------|
 ED1426
 ED1426                          SUPERSEDED SURVEY CONTROL
 ED1426
 ED1426  NAD 83(1986)-  34 32 32.35986(N)    083 27 58.09560(W) AD(       ) 2
 ED1426  NAD 27      -  34 32 32.00291(N)    083 27 58.48320(W) AD(       ) 2
 ED1426  NGVD 29 (07/19/86)  453.7    (m)         1489.     (f) VERT ANG       
 ED1426
 ED1426.Superseded values are not recommended for survey control.
 ED1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1426.See file dsdata.txt to determine how the superseded data were derived.
 ED1426
 ED1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7369025053(NAD 83)
 ED1426_MARKER: DD = SURVEY DISK
 ED1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1426
 ED1426  HISTORY     - Date     Condition        Report By
 ED1426  HISTORY     - 1975     MONUMENTED       GADT
 ED1426  HISTORY     - 20040615 MARK NOT FOUND   GADT
 ED1426
 ED1426                          STATION DESCRIPTION
 ED1426
 ED1426'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1426'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHEAST OF
 ED1426'MOUNT AIRY, 4-3/4 MILES EAST-SOUTHEAST OF DEMOREST, AND 6 MILES
 ED1426'SOUTHEAST OF CLARKESVILLE ON STATE RIGHT OF WAY.
 ED1426'
 ED1426'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123
 ED1426'(STATE ROUTE 13) AND STATE ROUTE 197, LOCATED APPROXIMATELY 1-1/4
 ED1426'MILES NORTH-NORTHEAST OF MOUNT AIRY, GO NORTHEASTERLY ALONG
 ED1426'U.S. HIGHWAY 123 (STATE ROUTE 13) FOR 1.6 MILES TO THE AZIMUTH
 ED1426'MARK ON THE LEFT.  CONTINUE GOING NORTHEASTERLY ALONG U.S.
 ED1426'HIGHWAY 123 (STATE ROUTE 13) FOR 0.2 MILE TO THE STATION ON THE
 ED1426'LEFT.
 ED1426'
 ED1426'THE STATION IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 ED1426'U.S. HIGHWAY 123 (STATE ROUTE 13), 15.0 FEET SOUTH-SOUTHWEST OF
 ED1426'A POWER POLE, 191.0 FEET NORTH OF A POWER POLE, 90.0 FEET
 ED1426'WEST-SOUTHWEST OF A 16 INCH WHITE OAK TREE ON THE EAST SIDE OF
 ED1426'THE HIGHWAY, AND 3.0 FEET EAST OF A WITNESS POST SET AT A
 ED1426'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 068-215 1975,
 ED1426'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH
 ED1426'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS
 ED1426'A STANDARD DISK STAMPED 068-215 1975, SET IN AN IRREGULAR MASS
 ED1426'OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 ED1426'GROUND.
 ED1426'
 ED1426'THE AZIMUTH MARK IS LOCATED 24 FEET NORTHWEST OF THE CENTERLINE
 ED1426'OF U.S. HIGHWAY 123 (STATE ROUTE 13), 36.0 FEET SOUTH OF THE
 ED1426'SOUTHEAST CORNER OF A HOUSE, 52.0 FEET SOUTHEAST OF A 26 INCH OAK
 ED1426'TREE, 11.0 FEET EAST-NORTHEAST OF AN 8 INCH HICKORY TREE, AND 2.5
 ED1426'FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1426'STAMPED 068-215 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1426'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 ED1426
 ED1426                          STATION RECOVERY (2004)
 ED1426
 ED1426'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1849 ***********************************************************************
 ED1849  DESIGNATION -  BV 068 217
 ED1849  PID         -  ED1849
 ED1849  STATE/COUNTY-  GA/HABERSHAM
 ED1849  USGS QUAD   -  CLARKESVILLE (1985)
 ED1849
 ED1849                         *CURRENT SURVEY CONTROL
 ED1849  ___________________________________________________________________
 ED1849* NAD 83(1994)-  34 30 02.44919(N)    083 33 04.12940(W)     ADJUSTED  
 ED1849* NAVD 88     -       444.3    (meters)    1458.     (feet)  VERTCON   
 ED1849  ___________________________________________________________________
 ED1849  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 ED1849  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1849
 ED1849  HORZ ORDER  -  SECOND
 ED1849
 ED1849.This mark is at Habersham County Airport (AJR)
 ED1849
 ED1849.The horizontal coordinates were established by classical geodetic methods
 ED1849.and adjusted by the National Geodetic Survey in September 1997..
 ED1849
 ED1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1849
 ED1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1849
 ED1849.The geoid height was determined by GEOID03.
 ED1849
 ED1849;                    North         East     Units Scale Factor Converg.
 ED1849;SPC GA W     -   499,209.036   756,523.590   MT  0.99993937   +0 20 55.1
 ED1849;SPC GA W     - 1,637,821.65  2,482,027.81   sFT  0.99993937   +0 20 55.1
 ED1849;UTM  17      - 3,820,627.508   265,770.364   MT  1.00027630   -1 26 44.4
 ED1849
 ED1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1849!SPC GA W     -   0.99993493  x   0.99993937  =   0.99987431
 ED1849!UTM  17      -   0.99993493  x   1.00027630  =   1.00021121
 ED1849
 ED1849:                Primary Azimuth Mark                     Grid Az
 ED1849:SPC GA W     -  BV 068 217 AZ MK                         262 31 14.3
 ED1849:UTM  17      -  BV 068 217 AZ MK                         264 18 53.8
 ED1849
 ED1849|---------------------------------------------------------------------|
 ED1849| PID    Reference Object                     Distance      Geod. Az  |
 ED1849|                                                           dddmmss.s |
 ED1849| ED3236 BV 068 217 AZ MK                                   2625209.4 |
 ED1849|---------------------------------------------------------------------|
 ED1849
 ED1849                          SUPERSEDED SURVEY CONTROL
 ED1849
 ED1849  NAD 83(1986)-  34 30 02.45765(N)    083 33 04.13073(W) AD(       ) 2
 ED1849  NAD 27      -  34 30 02.10051(N)    083 33 04.50714(W) AD(       ) 2
 ED1849  NGVD 29 (07/19/86)  444.3    (m)         1458.     (f) VERT ANG       
 ED1849
 ED1849.Superseded values are not recommended for survey control.
 ED1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1849.See file dsdata.txt to determine how the superseded data were derived.
 ED1849
 ED1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6577020628(NAD 83)
 ED1849_MARKER: DD = SURVEY DISK
 ED1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1849
 ED1849  HISTORY     - Date     Condition        Report By
 ED1849  HISTORY     - 1975     MONUMENTED       GADT
 ED1849
 ED1849                          STATION DESCRIPTION
 ED1849
 ED1849'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1849'THE STATION IS LOCATED APPROXIMATELY 1 MILE WEST-NORTHWEST
 ED1849'OF BALDWIN, 1-3/4 MILES WEST-SOUTHWEST OF CORNELIA, AND 2-1/2
 ED1849'MILES NORTH-NORTHWEST OF ALTO ON COUNTY RIGHT OF WAY.
 ED1849'
 ED1849'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BALDWIN, GO
 ED1849'NORTHEASTERLY ALONG U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 0.05 MILE
 ED1849'TO THE JUNCTION OF BALDWIN AIRPORT ROAD (COUNTY ROAD 35) TO THE
 ED1849'LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG BALDWIN AIRPORT ROAD
 ED1849'FOR 0.3 MILE TO A RAILWAY OVERPASS.  CONTINUE GOING NORTHWEST
 ED1849'ALONG BALDWIN AIRPORT ROAD FOR 0.4 MILE TO THE JUNCTION OF
 ED1849'COUNTY ROAD 36 FORKING TO THE RIGHT.  CONTINUE NORTHWEST ALONG
 ED1849'BALDWIN AIRPORT ROAD FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 ED1849'ROAD 37 FORKING TO THE LEFT.  TURN LEFT, GOING WEST ALONG
 ED1849'COUNTY ROAD 37 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 ED1849'
 ED1849'THE STATION IS LOCATED 20 FEET NORTH OF THE CENTERLINE OF COUNTY
 ED1849'ROAD 37, 53.6 FEET SOUTHWEST OF A METAL AIRPORT BEACON LIGHT
 ED1849'POST, 69.0 FEET NORTHEAST OF A GATE HINGE POST IN A FENCELINE ON
 ED1849'THE SOUTH SIDE OF THE ROAD, 64.2 FEET NORTH OF A 10 INCH SHORT
 ED1849'LEAF PINE TREE ON THE SOUTH SIDE OF THE ROAD, AND 2.3 FEET SOUTH
 ED1849'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-217
 ED1849'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1849'4 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1849'STATION IS A STANDARD DISK STAMPED 068-217 1975, SET IN AN
 ED1849'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW
 ED1849'THE SURFACE OF THE GROUND.
 ED1849'
 ED1849'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 37
 ED1849'AND BALDWIN AIRPORT ROAD, GO WEST ALONG BALDWIN AIRPORT ROAD FOR
 ED1849'0.05 MILE TO ITS TERMINATION AND JUNCTION OF AN AIRPORT ACCESS
 ED1849'ROAD TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG THE AIRPORT
 ED1849'ACCESS ROAD FOR 0.1 MILE TO A GATE.  GO THROUGH THE GATE,
 ED1849'TURNING LEFT AND GOING SOUTH ALONG AN AIRPLANE PARKING AREA AND
 ED1849'NEXT TO A HANGAR FOR APPROXIMATELY 200 FEET TO THE JUNCTION OF
 ED1849'AN AIRPLANE DRIVEWAY ACCESS TO THE RUNWAY TO THE RIGHT.  TURN
 ED1849'RIGHT, GOING WEST ALONG THE AIRPLANE DRIVEWAY ACCESS TO THE
 ED1849'RUNWAY FOR 0.1 MILE TO THE JUNCTION OF THE RUNWAY CROSSING.
 ED1849'TURN LEFT, GOING SOUTHWEST ALONG THE RUNWAY FOR 0.3 MILE TO THE
 ED1849'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 265 FEET
 ED1849'NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF THE RUNWAY
 ED1849'PAVEMENT, 207.4 FEET NORTHWEST OF THE WESTERNMOST CORNER OF
 ED1849'THE NORTHWEST END OF THE HEADWALL OF A 24 INCH CULVERT, 46.2
 ED1849'FEET SOUTHWEST OF A SHORT LEAF S SHAPED 10 INCH PINE TREE,
 ED1849'122.2 FEET EAST-NORTHEAST OF AN 8 INCH SHORT LEAF TWIN PINE
 ED1849'TREE, 11.0 FEET SOUTH-SOUTHWEST OF A 10 INCH AND 4 INCH FORKED
 ED1849'PINE TREE, 8.7 FEET SOUTH-SOUTHEAST OF A FENCELINE, AND 3.0
 ED1849'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1849'STAMPED 068-217 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1849'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1660 ***********************************************************************
 ED1660  DESIGNATION -  BV 068 218
 ED1660  PID         -  ED1660
 ED1660  STATE/COUNTY-  GA/HABERSHAM
 ED1660  USGS QUAD   -  BALDWIN (1985)
 ED1660
 ED1660                         *CURRENT SURVEY CONTROL
 ED1660  ___________________________________________________________________
 ED1660* NAD 83(1994)-  34 28 11.12909(N)    083 36 12.76964(W)     ADJUSTED  
 ED1660* NAVD 88     -       410.9    (meters)    1348.     (feet)  VERTCON   
 ED1660  ___________________________________________________________________
 ED1660  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 ED1660  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ED1660
 ED1660  HORZ ORDER  -  SECOND
 ED1660
 ED1660.The horizontal coordinates were established by classical geodetic methods
 ED1660.and adjusted by the National Geodetic Survey in September 1997..
 ED1660
 ED1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1660
 ED1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1660
 ED1660.The geoid height was determined by GEOID03.
 ED1660
 ED1660;                    North         East     Units Scale Factor Converg.
 ED1660;SPC GA W     -   495,751.043   751,730.685   MT  0.99993297   +0 19 07.4
 ED1660;SPC GA W     - 1,626,476.55  2,466,303.09   sFT  0.99993297   +0 19 07.4
 ED1660;UTM  17      - 3,817,320.053   260,869.836   MT  1.00030490   -1 28 27.2
 ED1660
 ED1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1660!SPC GA W     -   0.99994017  x   0.99993297  =   0.99987314
 ED1660!UTM  17      -   0.99994017  x   1.00030490  =   1.00024505
 ED1660
 ED1660:                Primary Azimuth Mark                     Grid Az
 ED1660:SPC GA W     -  BALDWIN MUN TANK                         058 52 55.2
 ED1660:UTM  17      -  BALDWIN MUN TANK                         060 40 29.8
 ED1660
 ED1660|---------------------------------------------------------------------|
 ED1660| PID    Reference Object                     Distance      Geod. Az  |
 ED1660|                                                           dddmmss.s |
 ED1660| ED1653 BALDWIN MUN TANK                    APPROX. 6.4 KM 0591202.6 |
 ED1660| ED1656 ALTO N MUN TANK                     APPROX. 3.1 KM 0872020.9 |
 ED1660| ED3218 BV 068 218 AZ MK                                   1184911.1 |
 ED1660| ED1659 ALTO CII TANK                       APPROX. 2.1 KM 1583910.2 |
 ED1660|---------------------------------------------------------------------|
 ED1660
 ED1660                          SUPERSEDED SURVEY CONTROL
 ED1660
 ED1660  NAD 83(1986)-  34 28 11.13703(N)    083 36 12.77091(W) AD(       ) 2
 ED1660  NAD 27      -  34 28 10.77724(N)    083 36 13.14499(W) AD(       ) 2
 ED1660  NGVD 29 (07/19/86)  410.9    (m)         1348.     (f) VERT ANG       
 ED1660
 ED1660.Superseded values are not recommended for survey control.
 ED1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1660.See file dsdata.txt to determine how the superseded data were derived.
 ED1660
 ED1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6087017320(NAD 83)
 ED1660_MARKER: DD = SURVEY DISK
 ED1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1660
 ED1660  HISTORY     - Date     Condition        Report By
 ED1660  HISTORY     - 1975     MONUMENTED       GADT
 ED1660
 ED1660                          STATION DESCRIPTION
 ED1660
 ED1660'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1660'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST OF ALTO, 6
 ED1660'1/2 MILES NORTH-NORTHEAST OF LULA, AND 4 MILES SOUTHWEST OF
 ED1660'DEMOREST ON COUNTY RIGHT OF WAY.
 ED1660'
 ED1660'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALTO, GO
 ED1660'SOUTHWEST ALONG U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 0.5 MILE TO
 ED1660'THE JUNCTION OF COUNTY ROAD 6 CROSSING.  TURN RIGHT, GOING WESTERLY
 ED1660'ALONG COUNTY ROAD 6 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE
 ED1660'LEFT.  CONTINUE GOING WESTERLY ALONG COUNTY ROAD 6 FOR 0.15 MILE
 ED1660'TO THE JUNCTION OF COUNTY ROAD 28 REVERSE FORKING TO THE
 ED1660'LEFT.  CONTINUE GOING WESTERLY ALONG COUNTY ROAD 6 FOR 0.3
 ED1660'MILE TO THE JUNCTION OF COUNTY ROAD 12 TO THE LEFT.  TURN
 ED1660'LEFT, GOING SOUTHWESTERLY ALONG COUNTY ROAD 12 FOR 0.1 MILE TO
 ED1660'THE STATION ON THE LEFT.
 ED1660'
 ED1660'THE STATION IS LOCATED 31 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1660'COUNTY ROAD 12, 161.0 FEET SOUTHWEST OF A POWER POLE, 173.0 FEET
 ED1660'NORTHEAST OF A 10 INCH PINE TREE, AND 3.5 FEET SOUTHEAST OF A
 ED1660'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 068-218 1975,
 ED1660'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1660'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1660'STANDARD DISK STAMPED 068-218 1975, SET IN AN IRREGULAR MASS OF
 ED1660'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE
 ED1660'GROUND.
 ED1660'
 ED1660'THE AZIMUTH MARK IS LOCATED 32 FEET SOUTHWEST OF THE CENTERLINE
 ED1660'OF COUNTY ROAD 6, 113.0 FEET SOUTH OF A 14 INCH OAK TREE ON THE
 ED1660'NORTHEAST SIDE OF THE ROAD, 67.0 FEET SOUTHEAST OF A DRAIN INLET,
 ED1660'30.0 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 ED1660'AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1660'DISK STAMPED 068-218 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1660'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1839 ***********************************************************************
 ED1839  DESIGNATION -  BV 068 220
 ED1839  PID         -  ED1839
 ED1839  STATE/COUNTY-  GA/HABERSHAM
 ED1839  USGS QUAD   -  CLARKESVILLE (1985)
 ED1839
 ED1839                         *CURRENT SURVEY CONTROL
 ED1839  ___________________________________________________________________
 ED1839* NAD 83(1994)-  34 34 10.32003(N)    083 30 39.24264(W)     ADJUSTED  
 ED1839* NAVD 88     -       445.6    (meters)    1462.     (feet)  VERTCON   
 ED1839  ___________________________________________________________________
 ED1839  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 ED1839  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 ED1839
 ED1839  HORZ ORDER  -  SECOND
 ED1839
 ED1839.The horizontal coordinates were established by classical geodetic methods
 ED1839.and adjusted by the National Geodetic Survey in September 1997..
 ED1839
 ED1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1839
 ED1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1839
 ED1839.The geoid height was determined by GEOID03.
 ED1839
 ED1839;                    North         East     Units Scale Factor Converg.
 ED1839;SPC GA W     -   506,869.687   760,169.937   MT  0.99994461   +0 22 19.5
 ED1839;SPC GA W     - 1,662,954.96  2,493,990.87   sFT  0.99994461   +0 22 19.5
 ED1839;UTM  17      - 3,828,172.562   269,656.250   MT  1.00025403   -1 25 31.2
 ED1839
 ED1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1839!SPC GA W     -   0.99993473  x   0.99994461  =   0.99987935
 ED1839!UTM  17      -   0.99993473  x   1.00025403  =   1.00018875
 ED1839
 ED1839:                Primary Azimuth Mark                     Grid Az
 ED1839:SPC GA W     -  BV 068 220 AZ MK                         080 19 30.8
 ED1839:UTM  17      -  BV 068 220 AZ MK                         082 07 21.5
 ED1839
 ED1839|---------------------------------------------------------------------|
 ED1839| PID    Reference Object                     Distance      Geod. Az  |
 ED1839|                                                           dddmmss.s |
 ED1839| ED3234 BV 068 220 AZ MK                                   0804150.3 |
 ED1839| ED1430 CURRAHEE MTN LOT                    APPROX.13.2 KM 1094923.1 |
 ED1839| ED1422 CURRAHEE MTN ATT MICROWAVE          APPROX.13.2 KM 1100338.8 |
 ED1839|---------------------------------------------------------------------|
 ED1839
 ED1839                          SUPERSEDED SURVEY CONTROL
 ED1839
 ED1839  NAD 83(1986)-  34 34 10.32815(N)    083 30 39.24391(W) AD(       ) 2
 ED1839  NAD 27      -  34 34 09.97435(N)    083 30 39.62801(W) AD(       ) 2
 ED1839  NGVD 29 (07/19/86)  445.6    (m)         1462.     (f) VERT ANG       
 ED1839
 ED1839.Superseded values are not recommended for survey control.
 ED1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1839.See file dsdata.txt to determine how the superseded data were derived.
 ED1839
 ED1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6965628173(NAD 83)
 ED1839_MARKER: DD = SURVEY DISK
 ED1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1839+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 ED1839
 ED1839  HISTORY     - Date     Condition        Report By
 ED1839  HISTORY     - 1975     MONUMENTED       GADT
 ED1839  HISTORY     - 20040615 GOOD             GADT
 ED1839
 ED1839                          STATION DESCRIPTION
 ED1839
 ED1839'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1839'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST-NORTHEAST OF
 ED1839'DEMOREST, 3-1/4 MILES SOUTH-SOUTHEAST OF CLARKESVILLE, AND 3-1/2
 ED1839'MILES NORTH OF MOUNT AIRY ON THE PROPERTY OF MR. H.C. MANGUM.
 ED1839'
 ED1839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND
 ED1839'441 (STATE ROUTE 15) AND STATE ROUTE 197 AND STATE ROUTE 115 IN
 ED1839'CLARKESVILLE, GO SOUTH ALONG U.S. HIGHWAYS 23 AND 441 (STATE
 ED1839'ROUTE 15) FOR 0.8 MILE TO THE JUNCTION OF DOUBLE BRIDGE ROAD TO
 ED1839'THE LEFT.  TURN LEFT, GOING SOUTHEAST ALONG DOUBLE BRIDGE ROAD
 ED1839'FOR 2.05 MILES TO A METAL GATE AND THE AZIMUTH MARK ON THE
 ED1839'RIGHT.  TURN RIGHT, GOING SOUTH THROUGH THE GATE AND ACROSS A
 ED1839'PASTURE FOR 0.1 MILE TO A WIRE GAP IN A FENCELINE RUNNING
 ED1839'ACROSS THE PASTURE.  GO THROUGH THE GAP, TURNING LEFT AND GOING
 ED1839'ALONG THE FENCELINE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ED1839'
 ED1839'THE STATION IS LOCATED 153.0 FEET SOUTH-SOUTHWEST OF THE
 ED1839'SOUTHEAST LEG OF A GEORGIA POWER COMPANY TRANSMISSION LINE
 ED1839'TOWER, 4.5 FEET WEST-NORTHWEST OF THE FENCELINE, AND 4.0 FEET
 ED1839'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1839'STAMPED 068-220 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1839'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1839'UNDERGROUND STATION IS A STANDARD DISK STAMPED 068-220 1975,
 ED1839'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 ED1839'BELOW THE SURFACE OF THE GROUND.
 ED1839'
 ED1839'THE AZIMUTH MARK IS LOCATED 30 FEET SOUTHWEST OF THE CENTERLINE
 ED1839'OF DOUBLE BRIDGE ROAD, 72.0 FEET SOUTHWEST OF A 14 INCH PINE
 ED1839'TREE, 68.0 FEET SOUTHEAST OF THE SOUTHEAST GATE POST OF THE
 ED1839'METAL GATE, 59.0 FEET WEST OF A 12 INCH OAK TREE BETWEEN A
 ED1839'FENCELINE AND THE ROAD, AND 2.0 FEET SOUTHWEST OF A WITNESS POST
 ED1839'SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 068-220
 ED1839'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1839'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 ED1839
 ED1839                          STATION RECOVERY (2004)
 ED1839
 ED1839'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1838 ***********************************************************************
 ED1838  DESIGNATION -  BV 068 34 SHDSAM 1974
 ED1838  PID         -  ED1838
 ED1838  STATE/COUNTY-  GA/HABERSHAM
 ED1838  USGS QUAD   -  CLARKESVILLE (1985)
 ED1838
 ED1838                         *CURRENT SURVEY CONTROL
 ED1838  ___________________________________________________________________
 ED1838* NAD 83(1994)-  34 34 15.56230(N)    083 30 35.83476(W)     ADJUSTED  
 ED1838* NAVD 88     -       447.6    (meters)    1469.     (feet)  VERTCON   
 ED1838  ___________________________________________________________________
 ED1838  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 ED1838  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 ED1838
 ED1838  HORZ ORDER  -  SECOND
 ED1838
 ED1838.The horizontal coordinates were established by classical geodetic methods
 ED1838.and adjusted by the National Geodetic Survey in September 1997..
 ED1838
 ED1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1838
 ED1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1838
 ED1838.The geoid height was determined by GEOID03.
 ED1838
 ED1838;                    North         East     Units Scale Factor Converg.
 ED1838;SPC GA W     -   507,031.777   760,255.747   MT  0.99994474   +0 22 21.5
 ED1838;SPC GA W     - 1,663,486.76  2,494,272.40   sFT  0.99994474   +0 22 21.5
 ED1838;SPC SC       -   306,400.792   379,323.117   MT  0.99991733   -1 23 29.5
 ED1838;SPC SC       - 1,005,251.94  1,244,498.42   iFT  0.99991733   -1 23 29.5
 ED1838;SPC GA E     -   507,655.758    76,745.447   MT  1.00008719   -0 45 44.3
 ED1838;SPC GA E     - 1,665,533.93    251,789.02   sFT  1.00008719   -0 45 44.3
 ED1838;UTM  17      - 3,828,331.930   269,747.129   MT  1.00025351   -1 25 29.4
 ED1838
 ED1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1838!SPC GA W     -   0.99993442  x   0.99994474  =   0.99987916
 ED1838!SPC SC       -   0.99993442  x   0.99991733  =   0.99985175
 ED1838!SPC GA E     -   0.99993442  x   1.00008719  =   1.00002160
 ED1838!UTM  17      -   0.99993442  x   1.00025351  =   1.00018791
 ED1838
 ED1838:                Primary Azimuth Mark                     Grid Az
 ED1838:SPC GA W     -  BV 068 33 SHDSAM 1974                    030 22 57.0
 ED1838:SPC SC       -  BV 068 33 SHDSAM 1974                    032 08 48.0
 ED1838:SPC GA E     -  BV 068 33 SHDSAM 1974                    031 31 02.8
 ED1838:UTM  17      -  BV 068 33 SHDSAM 1974                    032 10 47.9
 ED1838
 ED1838|---------------------------------------------------------------------|
 ED1838| PID    Reference Object                     Distance      Geod. Az  |
 ED1838|                                                           dddmmss.s |
 ED1838| ED1428 BV 068 33 SHDSAM 1974               APPROX. 3.7 KM 0304518.5 |
 ED1838|---------------------------------------------------------------------|
 ED1838
 ED1838                          SUPERSEDED SURVEY CONTROL
 ED1838
 ED1838  NAD 83(1986)-  34 34 15.57038(N)    083 30 35.83607(W) AD(       ) 2
 ED1838  NAD 27      -  34 34 15.21467(N)    083 30 36.22158(W) AD(       ) 2
 ED1838  NGVD 29 (07/19/86)  447.6    (m)         1469.     (f) VERT ANG       
 ED1838
 ED1838.Superseded values are not recommended for survey control.
 ED1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1838.See file dsdata.txt to determine how the superseded data were derived.
 ED1838
 ED1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6974728332(NAD 83)
 ED1838_MARKER: DD = SURVEY DISK
 ED1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1838+STABILITY: SURFACE MOTION
 ED1838
 ED1838  HISTORY     - Date     Condition        Report By
 ED1838  HISTORY     - 1975     MONUMENTED       GADT
 ED1838
 ED1838                          STATION DESCRIPTION
 ED1838
 ED1838'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1838'THE STATION IS A STANDARD GEORGIA STATE HIGHWAY DEPARTMENT
 ED1838'SURVEYS AND AERIAL MAPPING BRASS DISK STAMPED 068-34 SET IN THE
 ED1838'TOP OF AN EIGHT INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 ED1838'THE SURFACE OF THE GROUND.  IT IS LOCATED APPROXIMATELY 2 MILES
 ED1838'EAST OF DEMOREST AND 3-1/2 MILES NORTH OF MOUNT AIRY ON GEORGIA
 ED1838'POWER COMPANY RIGHT-OF-WAY ON THE PROPERTY OF MR. H.C. MANGUM.
 ED1838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 ED1838'(U.S. HIGHWAY 441 AND STATE ROUTE 15) AND STATE ROUTE 197 AND
 ED1838'STATE ROUTE 115 IN CLARKESVILLE, GO SOUTHWEST ALONG U.S.
 ED1838'HIGHWAY 23 FOR 0.8 MILE TO THE JUNCTION OF DOUBLE BRIDGE ROAD
 ED1838'TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG DOUBLE BRIDGE
 ED1838'ROAD FOR 2 MILES TO A GEORGIA POWER COMPANY TRANSMISSION
 ED1838'POWERLINE CROSSING AND THE STATION AT THE BASE OF THE FIRST
 ED1838'POWERLINE TOWER SOUTHWEST OF THE ROAD.  IT IS LOCATED
 ED1838'19.3 FEET SOUTH-SOUTHWEST OF THE EASTERNMOST LEG OF THE TOWER,
 ED1838'2.8 FEET SOUTHEAST OF THE SOUTHERNMOST LEG OF THE TOWER, 31.9
 ED1838'FEET NORTHWEST OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1770 ***********************************************************************
 ED1770  DESIGNATION -  BV 069 200
 ED1770  PID         -  ED1770
 ED1770  STATE/COUNTY-  GA/HALL
 ED1770  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED1770
 ED1770                         *CURRENT SURVEY CONTROL
 ED1770  ___________________________________________________________________
 ED1770* NAD 83(1994)-  34 08 37.82646(N)    083 53 15.82416(W)     ADJUSTED  
 ED1770* NAVD 88     -       318.7    (meters)    1046.     (feet)  VERTCON   
 ED1770  ___________________________________________________________________
 ED1770  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ED1770  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 ED1770
 ED1770  HORZ ORDER  -  SECOND
 ED1770
 ED1770.The horizontal coordinates were established by classical geodetic methods
 ED1770.and adjusted by the National Geodetic Survey in September 1997..
 ED1770
 ED1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1770
 ED1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1770
 ED1770.The geoid height was determined by GEOID03.
 ED1770
 ED1770;                    North         East     Units Scale Factor Converg.
 ED1770;SPC GA W     -   459,492.577   725,723.551   MT  0.99990815   +0 09 23.6
 ED1770;SPC GA W     - 1,507,518.56  2,380,978.02   sFT  0.99990815   +0 09 23.6
 ED1770;UTM  17      - 3,781,872.971   233,732.795   MT  1.00047405   -1 37 18.3
 ED1770
 ED1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1770!SPC GA W     -   0.99995462  x   0.99990815  =   0.99986277
 ED1770!UTM  17      -   0.99995462  x   1.00047405  =   1.00042864
 ED1770
 ED1770:                Primary Azimuth Mark                     Grid Az
 ED1770:SPC GA W     -  BV 069 200 AZ MK                         124 06 24.3
 ED1770:UTM  17      -  BV 069 200 AZ MK                         125 53 06.2
 ED1770
 ED1770|---------------------------------------------------------------------|
 ED1770| PID    Reference Object                     Distance      Geod. Az  |
 ED1770|                                                           dddmmss.s |
 ED1770| CZ4373 BV 069 200 AZ MK                                   1241547.9 |
 ED1770|---------------------------------------------------------------------|
 ED1770
 ED1770                          SUPERSEDED SURVEY CONTROL
 ED1770
 ED1770  NAD 83(1986)-  34 08 37.83305(N)    083 53 15.82389(W) AD(       ) 2
 ED1770  NAD 27      -  34 08 37.45677(N)    083 53 16.19073(W) AD(       ) 2
 ED1770  NGVD 29 (07/19/86)  318.7    (m)         1046.     (f) VERT ANG       
 ED1770
 ED1770.Superseded values are not recommended for survey control.
 ED1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1770.See file dsdata.txt to determine how the superseded data were derived.
 ED1770
 ED1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3373381873(NAD 83)
 ED1770_MARKER: DD = SURVEY DISK
 ED1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1770
 ED1770  HISTORY     - Date     Condition        Report By
 ED1770  HISTORY     - 1975     MONUMENTED       GADT
 ED1770
 ED1770                          STATION DESCRIPTION
 ED1770
 ED1770'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1770'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 ED1770'FLOWERY BRANCH, 7 MILES EAST-NORTHEAST OF BUFORD, AND 8-1/2 MILES
 ED1770'EAST-NORTHEAST OF SUGAR HILL ON THE PROPERTY OF MR. CURTIS CRANE.
 ED1770'
 ED1770'TO REACH THE STATION FROM THE POST OFFICE IN FLOWERY BRANCH, GO
 ED1770'SOUTHEASTERLY ALONG MAIN STREET FOR 0.05 MILE TO ITS TERMINATION
 ED1770'AT THE JUNCTION OF WEST RAILROAD AVENUE CROSSING.  TURN RIGHT,
 ED1770'GOING SOUTHWESTERLY ALONG WEST RAILROAD AVENUE FOR 0.2 MILE TO
 ED1770'THE JUNCTION OF SPOUT SPRINGS ROAD (COUNTY ROAD 90997)
 ED1770'CROSSING.  TURN LEFT, GOING SOUTHEASTERLY ALONG SPOUT SPRINGS
 ED1770'ROAD FOR 100 FEET TO THE JUNCTION OF STATE ROUTE 13
 ED1770'CROSSING.  CONTINUE SOUTHEASTERLY ALONG SPOUT SPRINGS ROAD FOR
 ED1770'0.75 MILE TO THE STATE ROUTE 365 BRIDGE OVER SPOUT SPRINGS
 ED1770'ROAD.  CONTINUE SOUTHEASTERLY ALONG SPOUT SPRINGS ROAD FOR
 ED1770'0.35 MILE TO THE JUNCTION OF HOG MOUNTAIN ROAD (COUNTY ROAD
 ED1770'685) CROSSING.  CONTINUE SOUTHEASTERLY ALONG SPOUT SPRINGS
 ED1770'ROAD FOR 2.0 MILES TO THE JUNCTION OF PINEY GROVE CHURCH ROAD
 ED1770'(COUNTY ROAD 649) FORKING TO THE RIGHT.  CONTINUE SOUTHEASTERLY
 ED1770'ALONG SPOUT SPRINGS ROAD FOR 0.7 MILE TO THE JUNCTION OF UNION
 ED1770'ROAD TO THE LEFT AND A DRIVEWAY TO THE CURTIS CRANE RESIDENCE
 ED1770'AND A FIELD ROAD TO THE RIGHT.  TURN RIGHT, GOING
 ED1770'NORTHWESTERLY ALONG THE FIELD ROAD FOR 0.15 MILE TO THE STATION
 ED1770'ON THE LEFT.
 ED1770'
 ED1770'THE STATION IS LOCATED 12 FEET SOUTH OF THE CENTERLINE OF THE
 ED1770'FIELD ROAD, 37.8 FEET EAST OF A 4 INCH CHERRY TREE, 17.8 FEET
 ED1770'WEST-NORTHWEST OF AN OBLIQUE FENCE CORNER, AND 2.4 FEET NORTH OF
 ED1770'A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK
 ED1770'STAMPED 069-200, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1770'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1770'STATION IS A STANDARD DISK STAMPED 069-200, SET IN AN IRREGULAR
 ED1770'MASS OF CONCRETE APPROXIMATELY 0.59 METER BELOW THE SURFACE OF
 ED1770'THE GROUND.
 ED1770'
 ED1770'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF UNION ROAD AND
 ED1770'SPOUT SPRINGS ROAD, GO SOUTHEASTERLY ALONG SPOUT SPRINGS ROAD FOR
 ED1770'0.25 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 24 FEET
 ED1770'EAST-NORTHEAST OF THE CENTERLINE OF SPOUT SPRINGS ROAD, 53.4 FEET
 ED1770'NORTHEAST OF A 12 INCH PINE TREE ON THE WEST SIDE OF THE ROAD,
 ED1770'54.5 FEET EAST-SOUTHEAST OF A 10 INCH SWEETGUM TREE ON THE WEST
 ED1770'SIDE OF THE ROAD, 106.0 FEET NORTH-NORTHEAST OF A 24 INCH OAK
 ED1770'TREE ON THE WEST SIDE OF THE ROAD, 7.4 FEET NORTHWEST OF THE
 ED1770'CENTER OF AN EXPOSED BEDROCK, AND 2.0 FEET WEST-SOUTHWEST OF
 ED1770'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-200 AZMK,
 ED1770'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1770'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1738 ***********************************************************************
 ED1738  DESIGNATION -  BV 069 201
 ED1738  PID         -  ED1738
 ED1738  STATE/COUNTY-  GA/HALL
 ED1738  USGS QUAD   -  CHESTNUT MOUNTAIN (1992)
 ED1738
 ED1738                         *CURRENT SURVEY CONTROL
 ED1738  ___________________________________________________________________
 ED1738* NAD 83(1994)-  34 08 25.17815(N)    083 49 03.88790(W)     ADJUSTED  
 ED1738* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 ED1738  ___________________________________________________________________
 ED1738  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ED1738  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED1738
 ED1738  HORZ ORDER  -  SECOND
 ED1738
 ED1738.The horizontal coordinates were established by classical geodetic methods
 ED1738.and adjusted by the National Geodetic Survey in September 1997..
 ED1738
 ED1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1738
 ED1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1738
 ED1738.The geoid height was determined by GEOID03.
 ED1738
 ED1738;                    North         East     Units Scale Factor Converg.
 ED1738;SPC GA W     -   459,122.735   732,178.655   MT  0.99991276   +0 11 45.0
 ED1738;SPC GA W     - 1,506,305.17  2,402,156.14   sFT  0.99991276   +0 11 45.0
 ED1738;UTM  17      - 3,781,302.692   240,176.809   MT  1.00043225   -1 34 56.2
 ED1738
 ED1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1738!SPC GA W     -   0.99995691  x   0.99991276  =   0.99986967
 ED1738!UTM  17      -   0.99995691  x   1.00043225  =   1.00038914
 ED1738
 ED1738:                Primary Azimuth Mark                     Grid Az
 ED1738:SPC GA W     -  BV 069 201 AZ MK                         041 53 49.5
 ED1738:UTM  17      -  BV 069 201 AZ MK                         043 40 30.7
 ED1738
 ED1738|---------------------------------------------------------------------|
 ED1738| PID    Reference Object                     Distance      Geod. Az  |
 ED1738|                                                           dddmmss.s |
 ED1738| CZ4374 BV 069 201 AZ MK                                   0420534.5 |
 ED1738|---------------------------------------------------------------------|
 ED1738
 ED1738                          SUPERSEDED SURVEY CONTROL
 ED1738
 ED1738  NAD 83(1986)-  34 08 25.18471(N)    083 49 03.88761(W) AD(       ) 2
 ED1738  NAD 27      -  34 08 24.80207(N)    083 49 04.26390(W) AD(       ) 2
 ED1738  NGVD 29 (07/19/86)  304.1    (m)          998.     (f) VERT ANG       
 ED1738
 ED1738.Superseded values are not recommended for survey control.
 ED1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1738.See file dsdata.txt to determine how the superseded data were derived.
 ED1738
 ED1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4017781303(NAD 83)
 ED1738_MARKER: DD = SURVEY DISK
 ED1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1738
 ED1738  HISTORY     - Date     Condition        Report By
 ED1738  HISTORY     - 1975     MONUMENTED       GADT
 ED1738
 ED1738                          STATION DESCRIPTION
 ED1738
 ED1738'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1738'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHWEST OF BRASELTON,
 ED1738'4-1/4 MILES SOUTHWEST OF BELMONT, AND 6-3/4 MILES EAST-SOUTHEAST
 ED1738'OF FLOWERY BRANCH ON THE PROPERTY OF MR. DAVID SLOYER AND ROAD
 ED1738'ATLANTA RACEWAY.
 ED1738'
 ED1738'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 365 AND 53,
 ED1738'APPROXIMATELY 1 MILE EAST OF OAKWOOD, GO SOUTHEASTERLY ALONG
 ED1738'STATE ROUTE 53 FOR 4.65 MILES TO THE JUNCTION OF STATE ROUTE 211
 ED1738'TO THE RIGHT.  CONTINUE SOUTHEASTERLY ALONG STATE ROUTE 53 FOR
 ED1738'1.55 MILES TO THE JUNCTION OF A DRIVEWAY LEADING TO THE MAIN
 ED1738'ENTRANCE TO THE ROAD ATLANTA RACEWAY, GATE NUMBER ONE TO THE
 ED1738'RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY PASSING THROUGH A CHAIN
 ED1738'LINK GATE (PERMISSION FOR ENTRANCE MAY BE OBTAINED FROM
 ED1738'PERSONNEL AT GATE NUMBER THREE OR CALL MR. DAVID SLOYER AT
 ED1738'881-8234) FOR 0.3 MILE TO A BRIDGE OVER THE ROAD ATLANTA
 ED1738'RACE TRACK.  CONTINUE, GOING NOW SOUTHEASTERLY, ON A DIRT
 ED1738'TRACK ROAD THROUGH A FIELD USED AS A PARKING LOT FOR 0.2 MILE
 ED1738'TO THE JUNCTION OF A DIRT TRACK ROAD CROSSING AND A SIGN
 ED1738'CAMPGROUND STRAIGHT AHEAD ATTACHED TO A POWER POLE.  TURN
 ED1738'RIGHT, GOING SOUTHERLY AND PARALLELING THE RACE TRACK ON THE
 ED1738'RIGHT FOR 0.6 MILE TO A CONCESSION STAND AND THE STATION
 ED1738'ON THE LEFT.
 ED1738'
 ED1738'THE STATION IS LOCATED 24 FEET NORTH-NORTHWEST OF THE NORTHWEST
 ED1738'CORNER OF THE CONCESSION STAND BUILDING, 52.8 FEET EAST OF A
 ED1738'FENCELINE PARALLELING THE ROAD AND A WITNESS SIGN ATTACHED TO THE
 ED1738'FENCELINE, 12.3 FEET EAST-NORTHEAST OF A 12 INCH OAK TREE, 64.3
 ED1738'FEET NORTHEAST OF THE NORTH GATE POST OF A GATE FROM THE ROAD TO
 ED1738'THE CONCESSION STAND, 87.0 FEET NORTH OF A 30 INCH OAK TREE, AND
 ED1738'35.5 FEET WEST-NORTHWEST OF A 12 INCH LOCUST TREE.  IT IS A
 ED1738'STANDARD BRASS DISK STAMPED 069-201, SET IN THE TOP OF A 10
 ED1738'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1738'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1738'STAMPED 069-201, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1738'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 ED1738'
 ED1738'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT TRACK
 ED1738'ROADS CROSSING AND THE CAMPGROUND STRAIGHT AHEAD SIGN, GO
 ED1738'SOUTHEASTERLY ALONG THE DIRT TRACK ROAD FOR 0.2 MILE TO THE
 ED1738'JUNCTION OF A DIRT TRACK ROAD TO THE RIGHT WITH ONE WAY, DO NOT
 ED1738'ENTER SIGNS AND A CONCESSION STAND ON THE RIGHT.  CONTINUE
 ED1738'SOUTHEASTERLY ALONG THE DIRT TRACK ROAD FOR 0.05 MILE TO A LOUD
 ED1738'SPEAKER POLE AT A GROUP OF 3 PINE TREES AT THE EDGE OF THE RACE
 ED1738'TRACK AND THE MARK ON THE LEFT.  IT IS LOCATED 64 FEET
 ED1738'SOUTHEAST OF THE CENTERLINE OF THE DIRT TRACK ROAD, 37.5 FEET
 ED1738'WEST-NORTHWEST OF THE NORTHERLY POST OF A WALK-THROUGH GATE, 36.0
 ED1738'FEET WEST OF A WITNESS POST AND A FENCELINE, 107 FEET WEST OF
 ED1738'THE CENTERLINE OF THE RACE TRACK, 16.3 FEET NORTH-NORTHEAST OF
 ED1738'A 10 INCH PINE TREE, 13.6 FEET SOUTH OF A 6 INCH PINE TREE, AND
 ED1738'9.6 FEET EAST OF THE LOUD SPEAKER POLE.  IT IS A STANDARD DISK
 ED1738'STAMPED 069-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1738'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1772 ***********************************************************************
 ED1772  DESIGNATION -  BV 069 202
 ED1772  PID         -  ED1772
 ED1772  STATE/COUNTY-  GA/HALL
 ED1772  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED1772
 ED1772                         *CURRENT SURVEY CONTROL
 ED1772  ___________________________________________________________________
 ED1772* NAD 83(1994)-  34 11 45.01559(N)    083 56 11.54098(W)     ADJUSTED  
 ED1772* NAVD 88     -       374.4    (meters)    1228.     (feet)  VERTCON   
 ED1772  ___________________________________________________________________
 ED1772  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 ED1772  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 ED1772
 ED1772  HORZ ORDER  -  SECOND
 ED1772
 ED1772.The horizontal coordinates were established by classical geodetic methods
 ED1772.and adjusted by the National Geodetic Survey in September 1997..
 ED1772
 ED1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1772
 ED1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1772
 ED1772.The geoid height was determined by GEOID03.
 ED1772
 ED1772;                    North         East     Units Scale Factor Converg.
 ED1772;SPC GA W     -   465,248.583   721,209.267   MT  0.99990554   +0 07 45.6
 ED1772;SPC GA W     - 1,526,403.06  2,366,167.40   sFT  0.99990554   +0 07 45.6
 ED1772;UTM  17      - 3,787,769.814   229,396.913   MT  1.00050274   -1 39 05.1
 ED1772;UTM  16      - 3,788,114.431   782,303.012   MT  1.00058250   +1 43 22.4
 ED1772
 ED1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1772!SPC GA W     -   0.99994587  x   0.99990554  =   0.99985141
 ED1772!UTM  17      -   0.99994587  x   1.00050274  =   1.00044858
 ED1772!UTM  16      -   0.99994587  x   1.00058250  =   1.00052834
 ED1772
 ED1772:                Primary Azimuth Mark                     Grid Az
 ED1772:SPC GA W     -  BV 069 202 AZ MK                         071 14 18.0
 ED1772:UTM  17      -  BV 069 202 AZ MK                         073 01 08.7
 ED1772:UTM  16      -  BV 069 202 AZ MK                         069 38 41.2
 ED1772
 ED1772|---------------------------------------------------------------------|
 ED1772| PID    Reference Object                     Distance      Geod. Az  |
 ED1772|                                                           dddmmss.s |
 ED1772| CZ4375 BV 069 202 AZ MK                                   0712203.6 |
 ED1772|---------------------------------------------------------------------|
 ED1772
 ED1772                          SUPERSEDED SURVEY CONTROL
 ED1772
 ED1772  NAD 83(1986)-  34 11 45.02221(N)    083 56 11.54092(W) AD(       ) 2
 ED1772  NAD 27      -  34 11 44.65153(N)    083 56 11.89707(W) AD(       ) 2
 ED1772  NGVD 29 (07/19/86)  374.4    (m)         1228.     (f) VERT ANG       
 ED1772
 ED1772.Superseded values are not recommended for survey control.
 ED1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1772.See file dsdata.txt to determine how the superseded data were derived.
 ED1772
 ED1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2939787770(NAD 83)
 ED1772_MARKER: DD = SURVEY DISK
 ED1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1772
 ED1772  HISTORY     - Date     Condition        Report By
 ED1772  HISTORY     - 1975     MONUMENTED       GADT
 ED1772
 ED1772                          STATION DESCRIPTION
 ED1772
 ED1772'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1772'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF FLOWERY
 ED1772'BRANCH, 4 MILES SOUTHWEST OF OAKWOOD, AND 6 MILES WEST-NORTHWEST
 ED1772'OF CHESTNUT MOUNTAIN ON COUNTY RIGHT OF WAY.
 ED1772'
 ED1772'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLOWERY BRANCH,
 ED1772'GO NORTHWESTERLY ALONG MAIN STREET FOR 0.05 MILE TO THE JUNCTION
 ED1772'OF MITCHELL STREET TO THE LEFT.  TURN LEFT, GOING SOUTHWESTERLY
 ED1772'ALONG MITCHELL STREET FOR 0.1 MILE TO THE JUNCTION OF LIGHT FERRY
 ED1772'ROAD TO THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG LIGHT
 ED1772'FERRY ROAD FOR 1.0 MILE TO THE JUNCTION OF MC EVER ROAD (COUNTY
 ED1772'ROAD 92230) CROSSING.  TURN LEFT, GOING SOUTHWESTERLY ALONG MC
 ED1772'EVER ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 ED1772'
 ED1772'THE STATION IS LOCATED 37 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ED1772'OF MC EVER ROAD, 91.0 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 ED1772'OF THE CENTERLINES OF MC EVER ROAD AND A PRIVATE DRIVEWAY, 293.0
 ED1772'FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 ED1772'CENTERLINES OF MC EVER ROAD AND LIGHT FERRY ROAD, 125.0 FEET WEST
 ED1772'OF AN APPLE TREE, AND 2.5 FEET SOUTH-SOUTHEAST OF A WITNESS
 ED1772'POST.  IT IS A STANDARD BRASS DISK STAMPED 069-202, SET IN
 ED1772'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 8 INCHES BELOW
 ED1772'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1772'STANDARD DISK STAMPED 069-202, SET IN AN IRREGULAR MASS OF
 ED1772'CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE
 ED1772'GROUND.
 ED1772'
 ED1772'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF LIGHT FERRY ROAD
 ED1772'AND MC EVER ROAD, GO EASTERLY ALONG MC EVER ROAD FOR 0.3 MILE TO
 ED1772'THE JUNCTION OF RADFORD ROAD TO THE LEFT AND THE MARK ON THE
 ED1772'LEFT.  IT IS LOCATED 35 FEET NORTH OF THE CENTERLINE OF MC EVER
 ED1772'ROAD, 81.0 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF
 ED1772'THE CENTERLINES OF MC EVER ROAD AND RADFORD ROAD, 17.0 FEET EAST
 ED1772'OF THE CORNER OF A FENCE, AND 2.5 FEET SOUTH OF A WITNESS POST.
 ED1772'IT IS A STANDARD DISK STAMPED 069-202 AZMK, SET IN THE TOP OF A
 ED1772'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1772'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1776 ***********************************************************************
 ED1776  DESIGNATION -  BV 069 203
 ED1776  PID         -  ED1776
 ED1776  STATE/COUNTY-  GA/HALL
 ED1776  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED1776
 ED1776                         *CURRENT SURVEY CONTROL
 ED1776  ___________________________________________________________________
 ED1776* NAD 83(1994)-  34 08 42.17642(N)    083 58 39.38589(W)     ADJUSTED  
 ED1776* NAVD 88     -       362.     (meters)    1188.     (feet)  VERTCON   
 ED1776  ___________________________________________________________________
 ED1776  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 ED1776  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 ED1776
 ED1776  HORZ ORDER  -  SECOND
 ED1776
 ED1776.The horizontal coordinates were established by classical geodetic methods
 ED1776.and adjusted by the National Geodetic Survey in September 1997..
 ED1776
 ED1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1776
 ED1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1776
 ED1776.The geoid height was determined by GEOID03.
 ED1776
 ED1776;                    North         East     Units Scale Factor Converg.
 ED1776;SPC GA W     -   459,607.598   717,434.744   MT  0.99990375   +0 06 22.0
 ED1776;SPC GA W     - 1,507,895.93  2,353,783.82   sFT  0.99990375   +0 06 22.0
 ED1776;UTM  17      - 3,782,245.391   225,446.616   MT  1.00052930   -1 40 20.4
 ED1776;UTM  16      - 3,782,366.907   778,684.306   MT  1.00055748   +1 41 51.1
 ED1776
 ED1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1776!SPC GA W     -   0.99994781  x   0.99990375  =   0.99985157
 ED1776!UTM  17      -   0.99994781  x   1.00052930  =   1.00047708
 ED1776!UTM  16      -   0.99994781  x   1.00055748  =   1.00050526
 ED1776
 ED1776|---------------------------------------------------------------------|
 ED1776| PID    Reference Object                     Distance      Geod. Az  |
 ED1776|                                                           dddmmss.s |
 ED1776| ED1775 BV 069 203 GADT 1975 PTA             21.278 METERS 01911     |
 ED1776| CZ4376 BV 069 203 AZ MK                                   2473721.9 |
 ED1776|---------------------------------------------------------------------|
 ED1776
 ED1776                          SUPERSEDED SURVEY CONTROL
 ED1776
 ED1776  NAD 83(1986)-  34 08 42.18301(N)    083 58 39.38569(W) AD(       ) 2
 ED1776  NAD 27      -  34 08 41.80962(N)    083 58 39.74402(W) AD(       ) 2
 ED1776  NGVD 29 (07/19/86)  362.     (m)         1188.     (f) VERT ANG       
 ED1776
 ED1776.Superseded values are not recommended for survey control.
 ED1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1776.See file dsdata.txt to determine how the superseded data were derived.
 ED1776
 ED1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2544782245(NAD 83)
 ED1776_MARKER: DD = SURVEY DISK
 ED1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1776
 ED1776  HISTORY     - Date     Condition        Report By
 ED1776  HISTORY     - 1975     MONUMENTED       GADT
 ED1776
 ED1776                          STATION DESCRIPTION
 ED1776
 ED1776'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1776'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTH OF REST HAVEN,
 ED1776'2-3/4 MILES NORTHEAST OF BUFORD, AND 4-1/4 MILES NORTHEAST OF
 ED1776'SUGAR HILL ON COUNTY RIGHT OF WAY.
 ED1776'
 ED1776'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND
 ED1776'STATE ROUTE 347, APPROXIMATELY 1 MILE NORTHEAST OF REST HAVEN, GO
 ED1776'WESTERLY ALONG STATE ROUTE 347 FOR 0.7 MILE TO THE JUNCTION OF
 ED1776'MC EVER ROAD CROSSING AND THE STATION ON THE LEFT.
 ED1776'
 ED1776'THE STATION IS LOCATED 48.0 FEET SOUTHEAST OF THE CENTERLINE
 ED1776'OF MC EVER ROAD (COUNTY ROAD 92230), 116.0 FEET SOUTH-SOUTHWEST
 ED1776'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF MC EVER ROAD
 ED1776'AND STATE ROUTE 347, 146.5 FEET EAST OF THE POINT OF INTERSECTION
 ED1776'OF THE CENTERLINES OF MC EVER ROAD AND WATER WORKS ROAD, 30 FEET
 ED1776'SOUTHWEST OF A POWER POLE, AND 2.5 FEET SOUTHEAST OF A WITNESS
 ED1776'POST.  IT IS A STANDARD BRASS DISK STAMPED 069-203, SET IN THE
 ED1776'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1776'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1776'DISK STAMPED 069-203, SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1776'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 ED1776'GROUND.
 ED1776'
 ED1776'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ALONG
 ED1776'MC EVER ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 ED1776'LOCATED 39.0 FEET SOUTHEAST OF THE CENTERLINE OF MC EVER ROAD,
 ED1776'5.8 FEET NORTHEAST OF A POWER POLE, 151.8 FEET WEST OF A 6 INCH
 ED1776'PINE TREE, AND 1.5 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 ED1776'STANDARD DISK STAMPED 069-203 AZMK, SET IN THE TOP OF A 10 INCH
 ED1776'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1769 ***********************************************************************
 ED1769  DESIGNATION -  BV 069 204
 ED1769  PID         -  ED1769
 ED1769  STATE/COUNTY-  GA/HALL
 ED1769  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED1769
 ED1769                         *CURRENT SURVEY CONTROL
 ED1769  ___________________________________________________________________
 ED1769* NAD 83(1994)-  34 12 57.99867(N)    083 52 52.49125(W)     ADJUSTED  
 ED1769* NAVD 88     -       394.2    (meters)    1293.     (feet)  VERTCON   
 ED1769  ___________________________________________________________________
 ED1769  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ED1769  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 ED1769
 ED1769  HORZ ORDER  -  SECOND
 ED1769
 ED1769.The horizontal coordinates were established by classical geodetic methods
 ED1769.and adjusted by the National Geodetic Survey in September 1997..
 ED1769
 ED1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1769
 ED1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1769
 ED1769.The geoid height was determined by GEOID03.
 ED1769
 ED1769;                    North         East     Units Scale Factor Converg.
 ED1769;SPC GA W     -   467,510.068   726,298.829   MT  0.99990852   +0 09 37.8
 ED1769;SPC GA W     - 1,533,822.61  2,382,865.41   sFT  0.99990852   +0 09 37.8
 ED1769;UTM  17      - 3,789,873.226   234,557.293   MT  1.00046863   -1 37 16.0
 ED1769
 ED1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1769!SPC GA W     -   0.99994276  x   0.99990852  =   0.99985129
 ED1769!UTM  17      -   0.99994276  x   1.00046863  =   1.00041137
 ED1769
 ED1769:                Primary Azimuth Mark                     Grid Az
 ED1769:SPC GA W     -  BV 069 204 AZ MK                         288 23 50.1
 ED1769:UTM  17      -  BV 069 204 AZ MK                         290 10 43.9
 ED1769
 ED1769|---------------------------------------------------------------------|
 ED1769| PID    Reference Object                     Distance      Geod. Az  |
 ED1769|                                                           dddmmss.s |
 ED1769| CZ4377 BV 069 204 AZ MK                                   2883327.9 |
 ED1769|---------------------------------------------------------------------|
 ED1769
 ED1769                          SUPERSEDED SURVEY CONTROL
 ED1769
 ED1769  NAD 83(1986)-  34 12 58.00534(N)    083 52 52.49127(W) AD(       ) 2
 ED1769  NAD 27      -  34 12 57.63100(N)    083 52 52.84976(W) AD(       ) 2
 ED1769  NGVD 29 (07/19/86)  394.2    (m)         1293.     (f) VERT ANG       
 ED1769
 ED1769.Superseded values are not recommended for survey control.
 ED1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1769.See file dsdata.txt to determine how the superseded data were derived.
 ED1769
 ED1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3455789873(NAD 83)
 ED1769_MARKER: DD = SURVEY DISK
 ED1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1769
 ED1769  HISTORY     - Date     Condition        Report By
 ED1769  HISTORY     - 1975     MONUMENTED       GADT
 ED1769
 ED1769                          STATION DESCRIPTION
 ED1769
 ED1769'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1769'THE STATION IS LOCATED APPROXIMATELY 3/4 MILES SOUTH OF OAKWOOD,
 ED1769'3-1/4 MILES NORTHEAST OF FLOWERY BRANCH, AND 6-1/2 MILES
 ED1769'SOUTH-SOUTHWEST OF GAINESVILLE ON STATE RIGHT OF WAY.
 ED1769'
 ED1769'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND
 ED1769'STATE ROUTE 53, LOCATED APPROXIMATELY 1-1/4 MILES EAST-SOUTHEAST
 ED1769'OF OAKWOOD, GO SOUTHWESTERLY ALONG STATE ROUTE 13 FOR 1.15 MILES
 ED1769'TO THE JUNCTION OF OAKWOOD ROAD (COUNTY ROAD 524) TO THE
 ED1769'RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG OAKWOOD ROAD FOR
 ED1769'0.25 MILE TO A BRIDGE OVER U.S. HIGHWAY 23 (STATE ROUTE 365) AND
 ED1769'THE STATION ON THE RIGHT.
 ED1769'
 ED1769'THE STATION IS LOCATED 20.0 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1769'OF OAKWOOD ROAD, 86.8 FEET NORTH OF THE NORTH CORNER OF THE
 ED1769'EASTERNMOST BRIDGE END POST, 71.8 FEET NORTH OF THE NORTH CORNER OF
 ED1769'THE NORTHERNMOST BRIDGE END POST, AND 2.3 FEET EAST-NORTHEAST OF
 ED1769'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 069-204, SET
 ED1769'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1769'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1769'DISK STAMPED 069-204, SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1769'CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE
 ED1769'GROUND.
 ED1769'
 ED1769'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY
 ED1769'ALONG OAKWOOD ROAD FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1769'523 TO THE LEFT.  TURN LEFT, GOING WEST ALONG COUNTY ROAD 523
 ED1769'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS A STANDARD
 ED1769'DISK STAMPED 069-204 AZMK, SET IN THE TOP OF A 10 INCH
 ED1769'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1769'IT IS LOCATED 28.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 73.0
 ED1769'FEET WEST OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A WITNESS POST
 ED1769'SET AT A FENCELINE, AND APPROXIMATELY 400 FEET EAST OF THE
 ED1769'CENTERLINE OF A DRIVEWAY TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1800 ***********************************************************************
 ED1800  DESIGNATION -  BV 069 205
 ED1800  PID         -  ED1800
 ED1800  STATE/COUNTY-  GA/HALL
 ED1800  USGS QUAD   -  GAINESVILLE (1985)
 ED1800
 ED1800                         *CURRENT SURVEY CONTROL
 ED1800  ___________________________________________________________________
 ED1800* NAD 83(1994)-  34 18 24.34520(N)    083 51 41.15569(W)     ADJUSTED  
 ED1800* NAVD 88     -       390.3    (meters)    1281.     (feet)  VERTCON   
 ED1800  ___________________________________________________________________
 ED1800  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ED1800  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 ED1800
 ED1800  HORZ ORDER  -  SECOND
 ED1800
 ED1800.The horizontal coordinates were established by classical geodetic methods
 ED1800.and adjusted by the National Geodetic Survey in September 1997..
 ED1800
 ED1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1800
 ED1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1800
 ED1800.The geoid height was determined by GEOID03.
 ED1800
 ED1800;                    North         East     Units Scale Factor Converg.
 ED1800;SPC GA W     -   477,570.151   728,094.495   MT  0.99990973   +0 10 19.3
 ED1800;SPC GA W     - 1,566,828.07  2,388,756.69   sFT  0.99990973   +0 10 19.3
 ED1800;UTM  17      - 3,799,878.070   236,666.384   MT  1.00045486   -1 36 49.3
 ED1800
 ED1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1800!SPC GA W     -   0.99994338  x   0.99990973  =   0.99985311
 ED1800!UTM  17      -   0.99994338  x   1.00045486  =   1.00039821
 ED1800
 ED1800:                Primary Azimuth Mark                     Grid Az
 ED1800:SPC GA W     -  GAINESVILLE RAD STA WDUN                 069 03 32.1
 ED1800:UTM  17      -  GAINESVILLE RAD STA WDUN                 070 50 40.7
 ED1800
 ED1800|---------------------------------------------------------------------|
 ED1800| PID    Reference Object                     Distance      Geod. Az  |
 ED1800|                                                           dddmmss.s |
 ED1800| ED1796 GAINESVILLE RAD STA WDUN            APPROX. 3.2 KM 0691351.4 |
 ED1800| ED1783 GAINESVILLE MUNICIPAL TANK          APPROX. 3.4 KM 0751057.4 |
 ED1800| CZ4378 BV 069 205 AZ MK                                   1461557.4 |
 ED1800|---------------------------------------------------------------------|
 ED1800
 ED1800                          SUPERSEDED SURVEY CONTROL
 ED1800
 ED1800  NAD 83(1986)-  34 18 24.35182(N)    083 51 41.15608(W) AD(       ) 2
 ED1800  NAD 27      -  34 18 23.98382(N)    083 51 41.51202(W) AD(       ) 2
 ED1800  NGVD 29 (07/19/86)  390.3    (m)         1281.     (f) VERT ANG       
 ED1800
 ED1800.Superseded values are not recommended for survey control.
 ED1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1800.See file dsdata.txt to determine how the superseded data were derived.
 ED1800
 ED1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3666699878(NAD 83)
 ED1800_MARKER: DD = SURVEY DISK
 ED1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1800+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 ED1800
 ED1800  HISTORY     - Date     Condition        Report By
 ED1800  HISTORY     - 1975     MONUMENTED       GADT
 ED1800  HISTORY     - 20060316 GOOD             STRSMA
 ED1800  HISTORY     - 20060418 GOOD             STRSMA
 ED1800
 ED1800                          STATION DESCRIPTION
 ED1800
 ED1800'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1800'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF GAINESVILLE,
 ED1800'5-1/2 MILES NORTH OF OAKWOOD, AND 9 MILES NORTH-NORTHEAST OF
 ED1800'FLOWERY BRANCH ON THE PROPERTY OF DON C. COOLEY.
 ED1800'
 ED1800'TO REACH THE STATION FROM THE COURTHOUSE IN GAINESVILLE, GO
 ED1800'SOUTHWESTERLY ALONG STATE ROUTE 13 FOR 0.2 MILE TO THE JUNCTION
 ED1800'OF STATE ROUTE 53 (GROVE STREET) TO THE RIGHT.  TURN RIGHT, GOING
 ED1800'NORTHWESTERLY ALONG STATE ROUTE 53 FOR 0.2 MILE TO THE JUNCTION
 ED1800'OF STATE ROUTE 53 TO THE LEFT (WASHINGTON STREET CROSSING).  TURN
 ED1800'LEFT, GOING WEST ALONG STATE ROUTE 53 FOR 0.8 MILE TO THE
 ED1800'JUNCTION OF WEST BYPASS TO THE LEFT.  CONTINUE GOING WEST ALONG
 ED1800'STATE ROUTE 53 FOR 1.3 MILES TO THE JUNCTION OF AHALUNA DRIVE
 ED1800'TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG AHALUNA DRIVE
 ED1800'FOR APPROXIMATELY 150 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 ED1800'CONTINUE NORTH ALONG AHALUNA DRIVE FOR APPROXIMATELY 70 FEET TO
 ED1800'THE JUNCTION OF SKYVIEW DRIVE TO THE LEFT.  TURN LEFT,
 ED1800'GOING NORTHWESTERLY ALONG SKYVIEW DRIVE FOR 0.1 MILE TO
 ED1800'THE STATION ON THE RIGHT.
 ED1800'
 ED1800'THE STATION IS LOCATED 26 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1800'OF SKYVIEW DRIVE, 34 FEET SOUTHEAST OF THE CENTERLINE OF SKYVIEW
 ED1800'LANE, 72.3 FEET EAST OF THE EASTERNMOST CORNER OF THE S.E. THOMPSON
 ED1800'RESIDENCE ON THE WEST SIDE OF SKYVIEW DRIVE, 185.0 FEET
 ED1800'SOUTH-SOUTHEAST OF THE SOUTH LEG OF A POWERLINE TOWER, AND 16.8
 ED1800'FEET NORTH OF A POWER POLE AND A WITNESS POST.  IT IS A STANDARD
 ED1800'BRASS DISK STAMPED 069-205, SET IN THE TOP OF A 10 INCH
 ED1800'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1800'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1800'069-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 ED1800'METER BELOW THE SURFACE OF THE GROUND.
 ED1800'
 ED1800'THE AZIMUTH MARK IS LOCATED 16 FEET EAST-SOUTHEAST OF THE
 ED1800'CENTERLINE OF AHALUNA DRIVE, 85.0 FEET EAST-NORTHEAST OF A POWER
 ED1800'POLE ON THE NORTHWEST SIDE OF THE ROAD, 101.8 FEET EAST-SOUTHEAST
 ED1800'OF THE EASTERNMOST CORNER OF THE ACE AUTO PARTS BUILDING ON THE
 ED1800'NORTHWEST SIDE OF THE ROAD, 77.0 FEET SOUTH-SOUTHWEST OF A
 ED1800'POWER POLE, 70 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 ED1800'CENTERLINES OF AHALUNA DRIVE AND SKYVIEW DRIVE, 77.0 FEET SOUTH OF
 ED1800'A POWER POLE AT THE JUNCTION, AND 1.3 FEET EAST-SOUTHEAST OF A
 ED1800'WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-205 AZMK, SET IN
 ED1800'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1800'SURFACE OF THE GROUND.
 ED1800
 ED1800                          STATION RECOVERY (2006)
 ED1800
 ED1800'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 ED1800'RECOVERED IN GOOD CONDITION.
 ED1800
 ED1800                          STATION RECOVERY (2006)
 ED1800
 ED1800'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 ED1800'A SMALL PART OF MONUMENT BROKEN OFF, THE DISK IS INTACT APPEARS TO BE
 ED1800'STABLE AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1802 ***********************************************************************
 ED1802  DESIGNATION -  BV 069 206
 ED1802  PID         -  ED1802
 ED1802  STATE/COUNTY-  GA/HALL
 ED1802  USGS QUAD   -  CHESTATEE (1973)
 ED1802
 ED1802                         *CURRENT SURVEY CONTROL
 ED1802  ___________________________________________________________________
 ED1802* NAD 83(1994)-  34 19 59.89074(N)    083 54 14.26094(W)     ADJUSTED  
 ED1802* NAVD 88     -       389.5    (meters)    1278.     (feet)  VERTCON   
 ED1802  ___________________________________________________________________
 ED1802  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ED1802  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 ED1802
 ED1802  HORZ ORDER  -  SECOND
 ED1802
 ED1802.The horizontal coordinates were established by classical geodetic methods
 ED1802.and adjusted by the National Geodetic Survey in September 1997..
 ED1802
 ED1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1802
 ED1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1802
 ED1802.The geoid height was determined by GEOID03.
 ED1802
 ED1802;                    North         East     Units Scale Factor Converg.
 ED1802;SPC GA W     -   480,503.014   724,172.384   MT  0.99990720   +0 08 53.4
 ED1802;SPC GA W     - 1,576,450.31  2,375,888.90   sFT  0.99990720   +0 08 53.4
 ED1802;UTM  17      - 3,802,933.478   232,835.465   MT  1.00047992   -1 38 19.8
 ED1802
 ED1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1802!SPC GA W     -   0.99994350  x   0.99990720  =   0.99985070
 ED1802!UTM  17      -   0.99994350  x   1.00047992  =   1.00042339
 ED1802
 ED1802:                Primary Azimuth Mark                     Grid Az
 ED1802:SPC GA W     -  BV 069 206 AZ MK                         095 27 41.9
 ED1802:UTM  17      -  BV 069 206 AZ MK                         097 14 55.1
 ED1802
 ED1802|---------------------------------------------------------------------|
 ED1802| PID    Reference Object                     Distance      Geod. Az  |
 ED1802|                                                           dddmmss.s |
 ED1802| CZ4379 BV 069 206 AZ MK                                   0953635.3 |
 ED1802| ED1795 GAINESVILLE 1ST BAP CH SPIRE        APPROX. 7.4 KM 1104054.2 |
 ED1802| ED1792 GAINESVILLE N MUN TANK              APPROX. 9.1 KM 1141206.3 |
 ED1802| ED1798 GAINESVILLE S MUN TANK              APPROX. 8.7 KM 1335707.2 |
 ED1802| ED1799 CHICOPEE MFG CO TANK                APPROX.10.1 KM 1482647.0 |
 ED1802|---------------------------------------------------------------------|
 ED1802
 ED1802                          SUPERSEDED SURVEY CONTROL
 ED1802
 ED1802  NAD 83(1986)-  34 19 59.89726(N)    083 54 14.26135(W) AD(       ) 2
 ED1802  NAD 27      -  34 19 59.53553(N)    083 54 14.60683(W) AD(       ) 2
 ED1802  NGVD 29 (07/19/86)  389.5    (m)         1278.     (f) VERT ANG       
 ED1802
 ED1802.Superseded values are not recommended for survey control.
 ED1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1802.See file dsdata.txt to determine how the superseded data were derived.
 ED1802
 ED1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3283502933(NAD 83)
 ED1802_MARKER: DD = SURVEY DISK
 ED1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1802+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 ED1802
 ED1802  HISTORY     - Date     Condition        Report By
 ED1802  HISTORY     - 1975     MONUMENTED       GADT
 ED1802  HISTORY     - 20060316 GOOD             STRSMA
 ED1802  HISTORY     - 20060705 GOOD             GADT
 ED1802
 ED1802                          STATION DESCRIPTION
 ED1802
 ED1802'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1802'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST-NORTHWEST OF
 ED1802'GAINESVILLE, 7-1/4 MILES NORTH OF OAKWOOD, AND 10-1/4 MILES
 ED1802'NORTH OF FLOWERY BRANCH ON STATE RIGHT OF WAY.
 ED1802'
 ED1802'TO REACH THE STATION FROM THE COURTHOUSE IN GAINESVILLE, GO
 ED1802'SOUTHWESTERLY ALONG STATE ROUTE 13 FOR 0.2 MILE TO THE JUNCTION
 ED1802'OF GROVE STREET (STATE ROUTE 53) TO THE RIGHT.  TURN RIGHT,
 ED1802'GOING NORTHWESTERLY ALONG GROVE STREET FOR 0.2 MILE TO THE
 ED1802'JUNCTION OF WASHINGTON STREET CROSSING (STATE ROUTE 53 TO THE
 ED1802'LEFT).  TURN LEFT, GOING WEST ALONG STATE ROUTE 53 (WASHINGTON
 ED1802'STREET) FOR 0.9 MILE TO THE JUNCTION OF WEST BYPASS TO THE
 ED1802'LEFT.  CONTINUE GOING WEST ALONG STATE ROUTE 53 FOR 2.9 MILES
 ED1802'TO THE SOUTHEAST END OF THE SIDNEY LANIER MEMORIAL BRIDGE.
 ED1802'CONTINUE GOING NORTHWESTERLY ALONG STATE ROUTE 53 FOR 1.3 MILES
 ED1802'TO THE JUNCTION OF COUNTY ROAD 225 TO THE RIGHT.  CONTINUE
 ED1802'GOING NORTHWESTERLY ALONG STATE ROUTE 53 FOR 0.1 MILE TO
 ED1802'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTHWESTERLY
 ED1802'ALONG STATE ROUTE 53 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ED1802'
 ED1802'THE STATION IS LOCATED 51 FEET SOUTH OF THE CENTERLINE OF STATE
 ED1802'ROUTE 53, 101.0 FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION
 ED1802'OF THE CENTERLINES OF STATE ROUTE 53 AND COUNTY ROAD 206, 76.0
 ED1802'FEET WEST-NORTHWEST OF A POWER POLE, 63.5 FEET EAST-NORTHEAST
 ED1802'OF THE SOUTH LEG OF A SARDIS BAPTIST CHURCH SIGN, 41.0 FEET
 ED1802'SOUTH OF A CLUSTER OF MAGNOLIA TREES ON THE NORTH SIDE OF THE
 ED1802'HIGHWAY, AND 10.6 FEET NORTH OF A WITNESS POST SET AT A
 ED1802'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 069-206, SET
 ED1802'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1802'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1802'STANDARD DISK STAMPED 069-206, SET IN THE TOP OF AN IRREGULAR
 ED1802'MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF
 ED1802'THE GROUND.
 ED1802'
 ED1802'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTH-SOUTHWEST OF THE
 ED1802'CENTERLINE OF STATE ROUTE 53, 160.5 FEET SOUTH-SOUTHEAST OF AN 8
 ED1802'INCH PINE TREE ON THE NORTH SIDE OF THE HIGHWAY, 103.0 FEET SOUTH
 ED1802'OF A 12 INCH MAGNOLIA TREE ON THE NORTH SIDE OF THE HIGHWAY, 130.5
 ED1802'FEET WEST-SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE
 ED1802'HIGHWAY, 51.0 FEET NORTHWEST OF A 6 INCH CHERRY TREE, AND 2.5
 ED1802'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1802'STAMPED 069-206 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1802'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1802
 ED1802                          STATION RECOVERY (2006)
 ED1802
 ED1802'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 ED1802'RECOVERED IN GOOD CONDITION.
 ED1802
 ED1802                          STATION RECOVERY (2006)
 ED1802
 ED1802'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 ED1802'STATE ROUTE 53 WILL BE WIDENED IN THE NEAR FUTURE AND IT IS
 ED1802'ANTICIPATED THAT THIS MARK WILL BE DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1803 ***********************************************************************
 ED1803  DESIGNATION -  BV 069 207
 ED1803  PID         -  ED1803
 ED1803  STATE/COUNTY-  GA/HALL
 ED1803  USGS QUAD   -  CHESTATEE (1973)
 ED1803
 ED1803                         *CURRENT SURVEY CONTROL
 ED1803  ___________________________________________________________________
 ED1803* NAD 83(1994)-  34 15 33.98011(N)    083 56 34.18419(W)     ADJUSTED  
 ED1803* NAVD 88     -       358.     (meters)    1175.     (feet)  VERTCON   
 ED1803  ___________________________________________________________________
 ED1803  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 ED1803  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 ED1803
 ED1803  HORZ ORDER  -  SECOND
 ED1803
 ED1803.The horizontal coordinates were established by classical geodetic methods
 ED1803.and adjusted by the National Geodetic Survey in September 1997..
 ED1803
 ED1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1803
 ED1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1803
 ED1803.The geoid height was determined by GEOID03.
 ED1803
 ED1803;                    North         East     Units Scale Factor Converg.
 ED1803;SPC GA W     -   472,301.672   720,614.078   MT  0.99990524   +0 07 33.6
 ED1803;SPC GA W     - 1,549,543.07  2,364,214.69   sFT  0.99990524   +0 07 33.6
 ED1803;UTM  17      - 3,794,842.233   229,021.140   MT  1.00050524   -1 39 27.5
 ED1803;UTM  16      - 3,795,152.966   781,511.222   MT  1.00057699   +1 43 19.7
 ED1803
 ED1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1803!SPC GA W     -   0.99994844  x   0.99990524  =   0.99985369
 ED1803!UTM  17      -   0.99994844  x   1.00050524  =   1.00045366
 ED1803!UTM  16      -   0.99994844  x   1.00057699  =   1.00052540
 ED1803
 ED1803|---------------------------------------------------------------------|
 ED1803| PID    Reference Object                     Distance      Geod. Az  |
 ED1803|                                                           dddmmss.s |
 ED1803| ED1804 BV 069 207 GADT 1975 PTA             28.777 METERS 25927     |
 ED1803| CZ4380 BV 069 207 AZ MK                                   2732641.8 |
 ED1803| EE1617 RENDER                              APPROX. 9.8 KM 2975037.6 |
 ED1803|---------------------------------------------------------------------|
 ED1803
 ED1803                          SUPERSEDED SURVEY CONTROL
 ED1803
 ED1803  NAD 83(1986)-  34 15 33.98666(N)    083 56 34.18434(W) AD(       ) 2
 ED1803  NAD 27      -  34 15 33.62491(N)    083 56 34.52405(W) AD(       ) 2
 ED1803  NGVD 29 (07/19/86)  358.     (m)         1175.     (f) VERT ANG       
 ED1803
 ED1803.Superseded values are not recommended for survey control.
 ED1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1803.See file dsdata.txt to determine how the superseded data were derived.
 ED1803
 ED1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2902194842(NAD 83)
 ED1803_MARKER: DD = SURVEY DISK
 ED1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1803
 ED1803  HISTORY     - Date     Condition        Report By
 ED1803  HISTORY     - 1975     MONUMENTED       GADT
 ED1803
 ED1803                          STATION DESCRIPTION
 ED1803
 ED1803'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1803'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHEAST OF
 ED1803'CHESTATEE, 4 MILES NORTHWEST OF OAKWOOD, AND 5-1/4 MILES NORTH
 ED1803'OF FLOWERY BRANCH ON STATE RIGHT OF WAY.
 ED1803'
 ED1803'TO REACH THE STATION FROM THE COURTHOUSE IN GAINESVILLE, GO
 ED1803'SOUTHWESTERLY ALONG STATE ROUTE 13 FOR 0.25 MILE TO THE JUNCTION
 ED1803'OF STATE ROUTE 53 TO THE RIGHT.  CONTINUE SOUTHWESTERLY ALONG
 ED1803'STATE ROUTE 13 AND STATE ROUTE 53 FOR 0.95 MILE TO THE JUNCTION
 ED1803'OF STATE ROUTE 369 FORKING TO THE RIGHT.  TURN RIGHT, GOING
 ED1803'WESTERLY ALONG STATE ROUTE 369 FOR 2.6 MILES TO THE JUNCTION OF
 ED1803'COUNTY ROAD 92230 TO THE LEFT.  CONTINUE WESTERLY ALONG STATE
 ED1803'ROUTE 369 FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 385 TO
 ED1803'THE RIGHT.  CONTINUE GOING WESTERLY ALONG STATE ROUTE 369 FOR
 ED1803'1.7 MILES TO THE JUNCTION OF LAKE DRIVE (COUNTY ROAD 399)
 ED1803'FORKING TO THE LEFT.  CONTINUE WESTERLY ALONG STATE ROUTE 369
 ED1803'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ED1803'
 ED1803'THE STATION IS LOCATED 42 FEET SOUTH OF THE CENTERLINE OF STATE
 ED1803'ROUTE 369, 121.0 FEET WEST OF AN 8 INCH PINE TREE, 148.4 FEET
 ED1803'EAST OF AN 8 INCH SYCAMORE TREE, 99.0 FEET EAST-NORTHEAST OF A
 ED1803'10 INCH PINE TREE, 98.0 FEET NORTH-NORTHWEST OF A 10 INCH FORKED
 ED1803'PINE TREE, AND 2.4 FEET NORTH OF A WITNESS POST.  IT IS A
 ED1803'STANDARD BRASS DISK STAMPED 069-207, SET IN THE TOP OF A 10 INCH
 ED1803'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1803'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-207, SET IN
 ED1803'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 ED1803'METER BELOW THE SURFACE OF THE GROUND.
 ED1803'
 ED1803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 ED1803'ALONG STATE ROUTE 369 FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT
 ED1803'IS LOCATED 64 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 369,
 ED1803'83.0 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 ED1803'CENTERLINES OF STATE ROUTE 369 AND A DIRT DRIVEWAY TO THE SOUTH,
 ED1803'21.0 FEET NORTHWEST OF A 12 INCH PINE TREE, 31.0 FEET
 ED1803'EAST-NORTHEAST OF ANOTHER 12 INCH PINE TREE, AND 1.5 FEET NORTH
 ED1803'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-207
 ED1803'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1803'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1790 ***********************************************************************
 ED1790  DESIGNATION -  BV 069 208
 ED1790  PID         -  ED1790
 ED1790  STATE/COUNTY-  GA/HALL
 ED1790  USGS QUAD   -  GAINESVILLE (1985)
 ED1790
 ED1790                         *CURRENT SURVEY CONTROL
 ED1790  ___________________________________________________________________
 ED1790* NAD 83(1994)-  34 17 04.92802(N)    083 48 26.56987(W)     ADJUSTED  
 ED1790* NAVD 88     -       389.3    (meters)    1277.     (feet)  VERTCON   
 ED1790  ___________________________________________________________________
 ED1790  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 ED1790  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ED1790
 ED1790  HORZ ORDER  -  FIRST
 ED1790
 ED1790.The horizontal coordinates were established by classical geodetic methods
 ED1790.and adjusted by the National Geodetic Survey in September 1997..
 ED1790
 ED1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1790
 ED1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1790
 ED1790.The geoid height was determined by GEOID03.
 ED1790
 ED1790;                    North         East     Units Scale Factor Converg.
 ED1790;SPC GA W     -   475,139.537   733,078.199   MT  0.99991348   +0 12 08.6
 ED1790;SPC GA W     - 1,558,853.63  2,405,107.39   sFT  0.99991348   +0 12 08.6
 ED1790;UTM  17      - 3,797,292.016   241,574.537   MT  1.00042329   -1 34 56.2
 ED1790
 ED1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1790!SPC GA W     -   0.99994354  x   0.99991348  =   0.99985702
 ED1790!UTM  17      -   0.99994354  x   1.00042329  =   1.00036680
 ED1790
 ED1790:                Primary Azimuth Mark                     Grid Az
 ED1790:SPC GA W     -  BV 069 208 AZ MK                         305 28 44.0
 ED1790:UTM  17      -  BV 069 208 AZ MK                         307 15 48.8
 ED1790
 ED1790|---------------------------------------------------------------------|
 ED1790| PID    Reference Object                     Distance      Geod. Az  |
 ED1790|                                                           dddmmss.s |
 ED1790| CZ4381 BV 069 208 AZ MK                                   3054052.6 |
 ED1790|---------------------------------------------------------------------|
 ED1790
 ED1790                          SUPERSEDED SURVEY CONTROL
 ED1790
 ED1790  NAD 83(1986)-  34 17 04.93469(N)    083 48 26.57019(W) AD(       ) 1
 ED1790  NAD 27      -  34 17 04.56173(N)    083 48 26.93730(W) AD(       ) 1
 ED1790  NGVD 29 (07/19/86)  389.3    (m)         1277.     (f) VERT ANG       
 ED1790
 ED1790.Superseded values are not recommended for survey control.
 ED1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1790.See file dsdata.txt to determine how the superseded data were derived.
 ED1790
 ED1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4157597292(NAD 83)
 ED1790_MARKER: DD = SURVEY DISK
 ED1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1790
 ED1790  HISTORY     - Date     Condition        Report By
 ED1790  HISTORY     - 1975     MONUMENTED       GADT
 ED1790
 ED1790                          STATION DESCRIPTION
 ED1790
 ED1790'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1790'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF GAINESVILLE ON
 ED1790'STATE RIGHT OF WAY, APPROXIMATELY 1-1/2 MILES SOUTHEAST OF THE HALL
 ED1790'COUNTY COURTHOUSE AT THE JUNCTION OF U.S. HIGHWAYS 23 AND 129
 ED1790'(STATE ROUTES 11 AND 365).
 ED1790'
 ED1790'THE STATION IS LOCATED 223 FEET SOUTH OF THE CENTERLINE OF
 ED1790'U.S. HIGHWAY 129 (STATE ROUTE 11), 357 FEET (SLOPE DISTANCE)
 ED1790'SOUTHWEST OF THE EAST END OF THE NORTHWEST BRIDGE END WALL OF THE
 ED1790'U.S. HIGHWAY 129 EASTBOUND LANE BRIDGE OVER U.S. HIGHWAY 23, 76.0
 ED1790'FEET WEST OF A 3 INCH PINE TREE, 76.0 FEET NORTHWEST OF A 3 INCH
 ED1790'PINE TREE, AND 4.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS
 ED1790'A STANDARD BRASS DISK STAMPED 069-208, SET IN THE TOP OF A 10
 ED1790'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1790'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1790'069-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 ED1790'METER BELOW THE SURFACE OF THE GROUND.
 ED1790'
 ED1790'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 129
 ED1790'(STATE ROUTE 11) AND U.S. HIGHWAY 23 (STATE ROUTE 365), GO WEST
 ED1790'ALONG U.S. HIGHWAY 129 FOR 0.35 MILE TO THE MARK ON THE LEFT.  IT
 ED1790'IS LOCATED 97.0 FEET SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 ED1790'LANE OF U.S. HIGHWAY 129, 96.0 FEET SOUTHEAST OF THE CENTERLINE
 ED1790'OF RIDGE ROAD (COUNTY ROAD 367), AND 3.0 FEET NORTHEAST OF A
 ED1790'FENCELINE AND WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-208
 ED1790'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1790'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1793 ***********************************************************************
 ED1793  DESIGNATION -  BV 069 209
 ED1793  PID         -  ED1793
 ED1793  STATE/COUNTY-  GA/HALL
 ED1793  USGS QUAD   -  GAINESVILLE (1985)
 ED1793
 ED1793                         *CURRENT SURVEY CONTROL
 ED1793  ___________________________________________________________________
 ED1793* NAD 83(1994)-  34 16 10.55287(N)    083 49 03.04680(W)     ADJUSTED  
 ED1793* NAVD 88     -       386.7    (meters)    1269.     (feet)  VERTCON   
 ED1793  ___________________________________________________________________
 ED1793  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 ED1793  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 ED1793
 ED1793  HORZ ORDER  -  FIRST
 ED1793
 ED1793.The horizontal coordinates were established by classical geodetic methods
 ED1793.and adjusted by the National Geodetic Survey in September 1997..
 ED1793
 ED1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1793
 ED1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1793
 ED1793.The geoid height was determined by GEOID03.
 ED1793
 ED1793;                    North         East     Units Scale Factor Converg.
 ED1793;SPC GA W     -   473,460.974   732,151.083   MT  0.99991274   +0 11 47.8
 ED1793;SPC GA W     - 1,553,346.55  2,402,065.68   sFT  0.99991274   +0 11 47.8
 ED1793;UTM  17      - 3,795,642.288   240,595.101   MT  1.00042955   -1 35 14.6
 ED1793
 ED1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1793!SPC GA W     -   0.99994395  x   0.99991274  =   0.99985669
 ED1793!UTM  17      -   0.99994395  x   1.00042955  =   1.00037347
 ED1793
 ED1793:                Primary Azimuth Mark                     Grid Az
 ED1793:SPC GA W     -  BV 069 209 AZ MK                         324 47 44.5
 ED1793:UTM  17      -  BV 069 209 AZ MK                         326 34 46.9
 ED1793
 ED1793|---------------------------------------------------------------------|
 ED1793| PID    Reference Object                     Distance      Geod. Az  |
 ED1793|                                                           dddmmss.s |
 ED1793| CZ4382 BV 069 209 AZ MK                                   3245932.3 |
 ED1793|---------------------------------------------------------------------|
 ED1793
 ED1793                          SUPERSEDED SURVEY CONTROL
 ED1793
 ED1793  NAD 83(1986)-  34 16 10.55953(N)    083 49 03.04708(W) AD(       ) 1
 ED1793  NAD 27      -  34 16 10.18627(N)    083 49 03.41436(W) AD(       ) 1
 ED1793  NGVD 29 (07/19/86)  386.7    (m)         1269.     (f) VERT ANG       
 ED1793
 ED1793.Superseded values are not recommended for survey control.
 ED1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1793.See file dsdata.txt to determine how the superseded data were derived.
 ED1793
 ED1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4059595642(NAD 83)
 ED1793_MARKER: DD = SURVEY DISK
 ED1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1793
 ED1793  HISTORY     - Date     Condition        Report By
 ED1793  HISTORY     - 1975     MONUMENTED       GADT
 ED1793
 ED1793                          STATION DESCRIPTION
 ED1793
 ED1793'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1793'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHEAST OF
 ED1793'GAINESVILLE, 4-3/4 MILES NORTHEAST OF OAKWOOD, AND 8-3/4 MILES
 ED1793'NORTHEAST OF FLOWERY BRANCH ON STATE RIGHT OF WAY.
 ED1793'
 ED1793'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 60 AND
 ED1793'U.S. HIGHWAY 23 (STATE ROUTE 365), LOCATED APPROXIMATELY 2-1/4
 ED1793'MILES SOUTH-SOUTHEAST OF GAINESVILLE, GO NORTHEASTERLY ALONG
 ED1793'U.S. HIGHWAY 23 FOR 0.1 MILE TO THE NORTH END OF A BRIDGE OVER
 ED1793'GRIFFIN DRIVE AND THE GAINESVILLE-MIDLAND RAILWAY AND THE STATION
 ED1793'ON THE LEFT IN THE HIGHWAY MEDIAN.
 ED1793'
 ED1793'THE STATION IS LOCATED 30 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1793'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 23, 40.8 FEET EAST-SOUTHEAST
 ED1793'OF THE EAST CORNER OF THE EAST BRIDGE ENDWALL OF THE HIGHWAY
 ED1793'SOUTHBOUND LANE, 24.0 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF
 ED1793'THE NORTH BRIDGE ENDWALL OF THE HIGHWAY NORTHBOUND LANE, AND 3.0
 ED1793'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1793'DISK STAMPED 069-209, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1793'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1793'UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-209, SET
 ED1793'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 ED1793'METER BELOW THE SURFACE OF THE GROUND.
 ED1793'
 ED1793'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 60
 ED1793'AND U.S. HIGHWAY 23, GO NORTHWESTERLY ALONG STATE ROUTE 60 FOR
 ED1793'0.6 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 89 FEET
 ED1793'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY MEDIAN, 305.0
 ED1793'FEET NORTHWEST OF A MANHOLE IN THE CENTERLINE OF RIDGE ROAD
 ED1793'SOUTHWEST OF ITS JUNCTION WITH STATE ROUTE 60, 105.0 FEET NORTH
 ED1793'OF A 3 INCH MAPLE TREE, 4.0 FEET EAST-NORTHEAST OF THE
 ED1793'CENTERLINE OF A PAVED DITCH AND 2.0 FEET EAST-NORTHEAST OF A
 ED1793'WITNESS POST SET AT THE EDGE OF THE PAVED DITCH.  IT IS A
 ED1793'STANDARD DISK STAMPED 069-209 AZMK, SET IN THE TOP OF A 10 INCH
 ED1793'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1780 ***********************************************************************
 ED1780  DESIGNATION -  BV 069 210
 ED1780  PID         -  ED1780
 ED1780  STATE/COUNTY-  GA/HALL
 ED1780  USGS QUAD   -  CLERMONT (1981)
 ED1780
 ED1780                         *CURRENT SURVEY CONTROL
 ED1780  ___________________________________________________________________
 ED1780* NAD 83(1994)-  34 25 32.53747(N)    083 51 00.26421(W)     ADJUSTED  
 ED1780* NAVD 88     -       413.5    (meters)    1357.     (feet)  VERTCON   
 ED1780  ___________________________________________________________________
 ED1780  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ED1780  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 ED1780
 ED1780  HORZ ORDER  -  SECOND
 ED1780
 ED1780.The horizontal coordinates were established by classical geodetic methods
 ED1780.and adjusted by the National Geodetic Survey in September 1997..
 ED1780
 ED1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1780
 ED1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1780
 ED1780.The geoid height was determined by GEOID03.
 ED1780
 ED1780;                    North         East     Units Scale Factor Converg.
 ED1780;SPC GA W     -   490,766.255   729,098.834   MT  0.99991043   +0 10 44.3
 ED1780;SPC GA W     - 1,610,122.29  2,392,051.76   sFT  0.99991043   +0 10 44.3
 ED1780;UTM  17      - 3,813,043.510   238,082.838   MT  1.00044567   -1 36 43.8
 ED1780
 ED1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1780!SPC GA W     -   0.99993972  x   0.99991043  =   0.99985016
 ED1780!UTM  17      -   0.99993972  x   1.00044567  =   1.00038537
 ED1780
 ED1780:                Primary Azimuth Mark                     Grid Az
 ED1780:SPC GA W     -  BV 069 210 AZ MK                         174 47 36.5
 ED1780:UTM  17      -  BV 069 210 AZ MK                         176 35 04.6
 ED1780
 ED1780|---------------------------------------------------------------------|
 ED1780| PID    Reference Object                     Distance      Geod. Az  |
 ED1780|                                                           dddmmss.s |
 ED1780| CZ4383 BV 069 210 AZ MK                                   1745820.8 |
 ED1780|---------------------------------------------------------------------|
 ED1780
 ED1780                          SUPERSEDED SURVEY CONTROL
 ED1780
 ED1780  NAD 83(1986)-  34 25 32.54454(N)    083 51 00.26525(W) AD(       ) 2
 ED1780  NAD 27      -  34 25 32.18960(N)    083 51 00.61212(W) AD(       ) 2
 ED1780  NGVD 29 (07/19/86)  413.5    (m)         1357.     (f) VERT ANG       
 ED1780
 ED1780.Superseded values are not recommended for survey control.
 ED1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1780.See file dsdata.txt to determine how the superseded data were derived.
 ED1780
 ED1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3808313044(NAD 83)
 ED1780_MARKER: DD = SURVEY DISK
 ED1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1780
 ED1780  HISTORY     - Date     Condition        Report By
 ED1780  HISTORY     - 1975     MONUMENTED       GADT
 ED1780
 ED1780                          STATION DESCRIPTION
 ED1780
 ED1780'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1780'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST OF
 ED1780'MURRAYVILLE, 7-3/4 MILES SOUTHWEST OF CLERMONT, AND 9 MILES NORTH
 ED1780'OF GAINESVILLE ON THE PROPERTY OF THE NORTH HALL HIGH SCHOOL.
 ED1780'
 ED1780'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 283 AND
 ED1780'STATE ROUTE 60, LOCATED APPROXIMATELY 5-3/4 MILES NORTHWEST OF
 ED1780'GAINESVILLE, GO NORTH ALONG STATE ROUTE 283 FOR 3.95 MILES TO THE
 ED1780'JUNCTION OF JIM HOOD ROAD (COUNTY ROAD 51) TO THE RIGHT.  CONTINUE
 ED1780'NORTH ALONG STATE ROUTE 283 FOR 0.15 MILE TO THE JUNCTION OF
 ED1780'RILLA ROAD (COUNTY ROAD 139) TO THE LEFT.  CONTINUE NORTH ALONG
 ED1780'STATE ROUTE 283 FOR 0.25 MILE TO THE NORTH HALL HIGH SCHOOL AND
 ED1780'THE STATION ON THE LEFT.
 ED1780'
 ED1780'THE STATION IS LOCATED APPROXIMATELY 30 YARDS SOUTHWEST OF A
 ED1780'WALKWAY BETWEEN TWO SCHOOL BUILDINGS, 267 FEET SOUTHWEST OF THE
 ED1780'CENTERLINE OF STATE ROUTE 283, 35.5 FEET SOUTH-SOUTHWEST OF THE
 ED1780'EASTERNMOST SOUTH CORNER OF THE NORTHERNMOST BUILDING, 40.5 FEET
 ED1780'SOUTH OF THE WESTERNMOST SOUTH CORNER OF THE BUILDING, 23.0 FEET
 ED1780'SOUTHEAST OF A POWER POLE, 28.5 FEET WEST-SOUTHWEST OF THE WEST
 ED1780'CORNER OF THE SOUTHERNMOST BUILDING, AND 2.0 FEET NORTHEAST OF
 ED1780'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 069-210,
 ED1780'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1780'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1780'STANDARD DISK STAMPED 154-210 (SIC), SET IN AN IRREGULAR MASS OF
 ED1780'CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE
 ED1780'GROUND.
 ED1780'
 ED1780'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF RILLA ROAD
 ED1780'(COUNTY ROAD 139) AND STATE ROUTE 283, GO WEST ALONG RILLA ROAD
 ED1780'FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 19 FEET
 ED1780'NORTH OF THE CENTERLINE OF RILLA ROAD, 11.0 FEET EAST-SOUTHEAST
 ED1780'OF AN 8 INCH PINE TREE, 32.7 FEET SOUTH-SOUTHWEST OF THE
 ED1780'WESTERNMOST END POST OF A BALL PARK FENCELINE, AND 2.0 FEET
 ED1780'SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-210
 ED1780'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1780'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1781 ***********************************************************************
 ED1781  DESIGNATION -  BV 069 211
 ED1781  PID         -  ED1781
 ED1781  STATE/COUNTY-  GA/HALL
 ED1781  USGS QUAD   -  CLERMONT (1981)
 ED1781
 ED1781                         *CURRENT SURVEY CONTROL
 ED1781  ___________________________________________________________________
 ED1781* NAD 83(1994)-  34 24 21.84547(N)    083 51 17.83098(W)     ADJUSTED  
 ED1781* NAVD 88     -       442.4    (meters)    1451.     (feet)  VERTCON   
 ED1781  ___________________________________________________________________
 ED1781  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ED1781  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ED1781
 ED1781  HORZ ORDER  -  SECOND
 ED1781
 ED1781.The horizontal coordinates were established by classical geodetic methods
 ED1781.and adjusted by the National Geodetic Survey in September 1997..
 ED1781
 ED1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1781
 ED1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1781
 ED1781.The geoid height was determined by GEOID03.
 ED1781
 ED1781;                    North         East     Units Scale Factor Converg.
 ED1781;SPC GA W     -   488,586.777   728,657.029   MT  0.99991012   +0 10 34.1
 ED1781;SPC GA W     - 1,602,971.78  2,390,602.27   sFT  0.99991012   +0 10 34.1
 ED1781;UTM  17      - 3,810,877.739   237,572.869   MT  1.00044897   -1 36 50.9
 ED1781
 ED1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1781!SPC GA W     -   0.99993519  x   0.99991012  =   0.99984531
 ED1781!UTM  17      -   0.99993519  x   1.00044897  =   1.00038413
 ED1781
 ED1781:                Primary Azimuth Mark                     Grid Az
 ED1781:SPC GA W     -  BV 069 211 AZ MK                         348 15 41.6
 ED1781:UTM  17      -  BV 069 211 AZ MK                         350 03 06.6
 ED1781
 ED1781|---------------------------------------------------------------------|
 ED1781| PID    Reference Object                     Distance      Geod. Az  |
 ED1781|                                                           dddmmss.s |
 ED1781| CZ4384 BV 069 211 AZ MK                                   3482615.7 |
 ED1781|---------------------------------------------------------------------|
 ED1781
 ED1781                          SUPERSEDED SURVEY CONTROL
 ED1781
 ED1781  NAD 83(1986)-  34 24 21.85255(N)    083 51 17.83193(W) AD(       ) 2
 ED1781  NAD 27      -  34 24 21.49658(N)    083 51 18.17953(W) AD(       ) 2
 ED1781  NGVD 29 (07/19/86)  442.4    (m)         1451.     (f) VERT ANG       
 ED1781
 ED1781.Superseded values are not recommended for survey control.
 ED1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1781.See file dsdata.txt to determine how the superseded data were derived.
 ED1781
 ED1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3757310878(NAD 83)
 ED1781_MARKER: DD = SURVEY DISK
 ED1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1781
 ED1781  HISTORY     - Date     Condition        Report By
 ED1781  HISTORY     - 1975     MONUMENTED       GADT
 ED1781
 ED1781                          STATION DESCRIPTION
 ED1781
 ED1781'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1781'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-SOUTHEAST
 ED1781'OF MURRAYVILLE, 6-3/4 MILES SOUTHWEST OF CLERMONT, AND 5-1/2 MILES
 ED1781'NORTH-NORTHWEST OF GAINESVILLE ON THE PROPERTY OF MR. ESTON SMITH.
 ED1781'
 ED1781'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 283 AND
 ED1781'STATE ROUTE 60, LOCATED APPROXIMATELY 5-3/4 MILES NORTHWEST OF
 ED1781'GAINESVILLE, GO NORTH ALONG STATE ROUTE 283 FOR 1.45 MILES TO
 ED1781'THE SOUTH END OF A BRIDGE OVER WAHOO CREEK, AN ARM OF LANIER
 ED1781'LAKE.  CONTINUE GOING NORTH ALONG STATE ROUTE 283 FOR 0.6 MILE
 ED1781'TO THE JUNCTION OF SHIRLEY ROAD (COUNTY ROAD 53 APPEARS AS BLUE
 ED1781'BERRY ROAD ON COUNTY MAPS) TO THE RIGHT AND HAROLD WHECHEL ROAD
 ED1781'(COUNTY ROAD 136) TO THE LEFT.  CONTINUE NORTH ALONG STATE
 ED1781'ROUTE 283 FOR 0.45 MILE TO THE SOUTH JUNCTION OF BUCKHORN ROAD
 ED1781'(COUNTY ROAD 138) TO THE LEFT.  TURN LEFT, GOING NORTHWESTERLY
 ED1781'ALONG BUCKHORN ROAD FOR 0.4 MILE TO THE JUNCTION OF ESTON
 ED1781'SMITH ROAD (COUNTY ROAD 505 REVERSE FORKING TO THE LEFT).
 ED1781'CONTINUE ALONG BUCKHORN ROAD (NOW GOING EAST) FOR 0.05 MILE
 ED1781'TO THE JUNCTION OF A FIELD ROAD WITH A TO THE FIRING RANGE SIGN
 ED1781'TO THE RIGHT.  TURN RIGHT, GOING SOUTHERLY UP A HILL FOR
 ED1781'APPROXIMATELY 200 FEET TO A GATE WITH A LOCK.  A KEY TO THE
 ED1781'GATE MAY BE OBTAINED FROM MR. DEAN SMITH WHO RESIDES IN THE FIRST
 ED1781'BRICK HOUSE SOUTHWEST ALONG BUCKHORN ROAD FROM THE
 ED1781'JUNCTION OF THE FIELD ROAD.  CONTINUE THROUGH THE GATE,
 ED1781'GOING SOUTHERLY, PASSING PARALLEL TO THE WEST SIDE OF A LINE
 ED1781'OF SKEET RANGE TRAP HOUSES, CURVING AROUND TO THE EAST AND
 ED1781'NORTH FOR 0.25 MILE TO THE END OF VEHICLE TRAVEL AT THE SOUTH
 ED1781'END OF THE TOP OF A 40 FOOT CUT IN THE SIDE OF THE HILL
 ED1781'DOWN-RANGE EASTERLY FROM THE TRAP HOUSES AND THE STATION ON THE
 ED1781'RIGHT APPROXIMATELY 150 FEET UP THE HILL.
 ED1781'
 ED1781'THE STATION IS LOCATED 61 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 ED1781'OF THE 40 FOOT CUT BANK, 54 FEET EAST OF A 4 INCH PINE TREE, 23.0
 ED1781'FEET NORTHWEST OF ANOTHER 4 INCH PINE TREE, 19.0 FEET
 ED1781'SOUTH-SOUTHWEST OF A THIRD 4 INCH PINE TREE, AND 3.0 FEET
 ED1781'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED1781'069-211, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1781'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1781'IS A STANDARD DISK STAMPED 069-211, SET IN AN IRREGULAR MASS
 ED1781'OF CONCRETE APPROXIMATELY 0.54 METER BELOW THE SURFACE OF THE
 ED1781'GROUND.
 ED1781'
 ED1781'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BUCKHORN ROAD
 ED1781'AND ESTON SMITH ROAD (COUNTY ROAD 505), GO NORTHWESTERLY ALONG
 ED1781'ESTON SMITH ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT IS
 ED1781'LOCATED 30 FEET WEST OF THE CENTERLINE OF ESTON SMITH ROAD,
 ED1781'150.0 FEET WEST OF A POWER POLE ON THE EAST SIDE OF THE ROAD,
 ED1781'7.0 FEET NORTHWEST OF THE CORNER OF A HOGWIRE FENCE, AND 1.6
 ED1781'FEET NORTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1781'STANDARD DISK STAMPED 069-211 AZMK, SET IN THE TOP OF A 10
 ED1781'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1781'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1809 ***********************************************************************
 ED1809  DESIGNATION -  BV 069 212
 ED1809  PID         -  ED1809
 ED1809  STATE/COUNTY-  GA/HALL
 ED1809  USGS QUAD   -  MURRAYVILLE (1985)
 ED1809
 ED1809                         *CURRENT SURVEY CONTROL
 ED1809  ___________________________________________________________________
 ED1809* NAD 83(1994)-  34 25 30.38032(N)    083 57 16.31687(W)     ADJUSTED  
 ED1809* NAVD 88     -       351.     (meters)    1152.     (feet)  VERTCON   
 ED1809  ___________________________________________________________________
 ED1809  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ED1809  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED1809
 ED1809  HORZ ORDER  -  SECOND
 ED1809
 ED1809.The horizontal coordinates were established by classical geodetic methods
 ED1809.and adjusted by the National Geodetic Survey in September 1997..
 ED1809
 ED1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1809
 ED1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1809
 ED1809.The geoid height was determined by GEOID03.
 ED1809
 ED1809;                    North         East     Units Scale Factor Converg.
 ED1809;SPC GA W     -   490,674.747   719,497.874   MT  0.99990468   +0 07 11.7
 ED1809;SPC GA W     - 1,609,822.07  2,360,552.61   sFT  0.99990468   +0 07 11.7
 ED1809;UTM  17      - 3,813,252.263   228,478.240   MT  1.00050884   -1 40 16.7
 ED1809;UTM  16      - 3,813,499.945   779,881.518   MT  1.00056567   +1 43 22.1
 ED1809
 ED1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1809!SPC GA W     -   0.99994953  x   0.99990468  =   0.99985421
 ED1809!UTM  17      -   0.99994953  x   1.00050884  =   1.00045834
 ED1809!UTM  16      -   0.99994953  x   1.00056567  =   1.00051517
 ED1809
 ED1809:                Primary Azimuth Mark                     Grid Az
 ED1809:SPC GA W     -  BV 069 212 AZ MK                         235 16 40.8
 ED1809:UTM  17      -  BV 069 212 AZ MK                         237 04 09.2
 ED1809:UTM  16      -  BV 069 212 AZ MK                         233 40 30.4
 ED1809
 ED1809|---------------------------------------------------------------------|
 ED1809| PID    Reference Object                     Distance      Geod. Az  |
 ED1809|                                                           dddmmss.s |
 ED1809| CZ4385 BV 069 212 AZ MK                                   2352352.5 |
 ED1809| ED1810 BV 069 212 GADT 1975 PTA             22.216 METERS 28832     |
 ED1809|---------------------------------------------------------------------|
 ED1809
 ED1809                          SUPERSEDED SURVEY CONTROL
 ED1809
 ED1809  NAD 83(1986)-  34 25 30.38708(N)    083 57 16.31788(W) AD(       ) 2
 ED1809  NAD 27      -  34 25 30.03735(N)    083 57 16.65376(W) AD(       ) 2
 ED1809  NGVD 29 (07/19/86)  351.     (m)         1152.     (f) VERT ANG       
 ED1809
 ED1809.Superseded values are not recommended for survey control.
 ED1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1809.See file dsdata.txt to determine how the superseded data were derived.
 ED1809
 ED1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU2847813252(NAD 83)
 ED1809_MARKER: DD = SURVEY DISK
 ED1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1809+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 ED1809
 ED1809  HISTORY     - Date     Condition        Report By
 ED1809  HISTORY     - 1975     MONUMENTED       GADT
 ED1809  HISTORY     - 20030410 GOOD             GADT
 ED1809
 ED1809                          STATION DESCRIPTION
 ED1809
 ED1809'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1809'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST OF
 ED1809'MURRAYVILLE, 7-1/2 MILES SOUTH-SOUTHEAST OF DAHLONEGA, AND 9-1/4
 ED1809'MILES EAST OF DAWSONVILLE ON THE PROPERTY OF DAVIS ABERCROMBIE.
 ED1809'
 ED1809'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 115
 ED1809'AND 60 IN MURRAYVILLE, GO NORTHWESTERLY ALONG STATE ROUTE 60
 ED1809'FOR 0.35 MILE TO THE JUNCTION OF YELLOW CREEK ROAD (COUNTY ROAD
 ED1809'158) FORKING TO THE LEFT.  TURN LEFT, GOING WESTERLY ALONG
 ED1809'YELLOW CREEK ROAD FOR 2.95 MILES TO THE JUNCTION OF HERSHEL
 ED1809'ABERCROMBIE ROAD (COUNTY ROAD 159) CROSSING.  TURN RIGHT, GOING
 ED1809'NORTH ALONG HERSHEL ABERCROMBIE ROAD FOR 0.1 MILE TO THE
 ED1809'STATION ON THE LEFT.
 ED1809'
 ED1809'THE STATION IS LOCATED 30.5 FEET WEST-SOUTHWEST OF THE
 ED1809'CENTERLINE OF HERSHEL ABERCROMBIE ROAD, 14.0 FEET WEST-NORTHWEST
 ED1809'OF A POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 ED1809'ATTACHED, 214.0 FEET SOUTHEAST OF THE EASTERNMOST CORNER OF THE
 ED1809'DAVIS ABERCROMBIE RESIDENCE, 126.5 FEET EAST-SOUTHEAST OF A
 ED1809'POWER POLE, AND 13.3 FEET WEST-NORTHWEST OF A WITNESS POST.  IT
 ED1809'IS A STANDARD BRASS DISK STAMPED 069-212, SET IN THE TOP OF A
 ED1809'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1809'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1809'STAMPED 069-212 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1809'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1809'
 ED1809'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF YELLOW CREEK ROAD
 ED1809'AND HERSHEL ABERCROMBIE ROAD, GO WEST ALONG YELLOW CREEK ROAD FOR
 ED1809'0.1 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 26 FEET SOUTH OF
 ED1809'THE CENTERLINE OF YELLOW CREEK ROAD, 64.0 FEET SOUTH-SOUTHWEST OF
 ED1809'THE WESTERNMOST POST OF A GAP WITH NO GATE AT THE SOUTHWEST
 ED1809'CORNER OF A FENCELINE ON THE NORTH SIDE OF THE ROAD (THERE IS A
 ED1809'CHICKEN HOUSE IN THE FIELD), 81.0 FEET SOUTHWEST OF THE
 ED1809'EASTERNMOST POST OF THE GAP, AND 1.6 FEET NORTH OF A FENCELINE
 ED1809'AND WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-212 AZMK, SET
 ED1809'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1809'THE SURFACE OF THE GROUND.
 ED1809
 ED1809                          STATION RECOVERY (2003)
 ED1809
 ED1809'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 ED1809'THIS STATION WAS REPORTED TO GA. DEPT. OF TRANSPORTATION AS BEING
 ED1809'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1739 ***********************************************************************
 ED1739  DESIGNATION -  BV 069 213
 ED1739  PID         -  ED1739
 ED1739  STATE/COUNTY-  GA/HALL
 ED1739  USGS QUAD   -  CHESTNUT MOUNTAIN (1992)
 ED1739
 ED1739                         *CURRENT SURVEY CONTROL
 ED1739  ___________________________________________________________________
 ED1739* NAD 83(1994)-  34 11 13.58002(N)    083 49 52.19688(W)     ADJUSTED  
 ED1739* NAVD 88     -       336.1    (meters)    1103.     (feet)  VERTCON   
 ED1739  ___________________________________________________________________
 ED1739  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 ED1739  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED1739
 ED1739  HORZ ORDER  -  SECOND
 ED1739
 ED1739.The horizontal coordinates were established by classical geodetic methods
 ED1739.and adjusted by the National Geodetic Survey in September 1997..
 ED1739
 ED1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1739
 ED1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1739
 ED1739.The geoid height was determined by GEOID03.
 ED1739
 ED1739;                    North         East     Units Scale Factor Converg.
 ED1739;SPC GA W     -   464,307.000   730,924.026   MT  0.99991178   +0 11 18.7
 ED1739;SPC GA W     - 1,523,313.88  2,398,039.91   sFT  0.99991178   +0 11 18.7
 ED1739;UTM  17      - 3,786,526.144   239,083.170   MT  1.00043926   -1 35 30.2
 ED1739
 ED1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1739!SPC GA W     -   0.99995189  x   0.99991178  =   0.99986367
 ED1739!UTM  17      -   0.99995189  x   1.00043926  =   1.00039113
 ED1739
 ED1739:                Primary Azimuth Mark                     Grid Az
 ED1739:SPC GA W     -  BV 069 213 AZ MK                         174 19 30.2
 ED1739:UTM  17      -  BV 069 213 AZ MK                         176 06 19.1
 ED1739
 ED1739|---------------------------------------------------------------------|
 ED1739| PID    Reference Object                     Distance      Geod. Az  |
 ED1739|                                                           dddmmss.s |
 ED1739| CZ4386 BV 069 213 AZ MK                                   1743048.9 |
 ED1739| ED1740 BV 069 213 GADT 1975 PTA             22.882 METERS 25041     |
 ED1739|---------------------------------------------------------------------|
 ED1739
 ED1739                          SUPERSEDED SURVEY CONTROL
 ED1739
 ED1739  NAD 83(1986)-  34 11 13.58662(N)    083 49 52.19678(W) AD(       ) 2
 ED1739  NAD 27      -  34 11 13.20792(N)    083 49 52.57317(W) AD(       ) 2
 ED1739  NGVD 29 (07/19/86)  336.1    (m)         1103.     (f) VERT ANG       
 ED1739
 ED1739.Superseded values are not recommended for survey control.
 ED1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1739.See file dsdata.txt to determine how the superseded data were derived.
 ED1739
 ED1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3908386526(NAD 83)
 ED1739_MARKER: DD = SURVEY DISK
 ED1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1739
 ED1739  HISTORY     - Date     Condition        Report By
 ED1739  HISTORY     - 1975     MONUMENTED       GADT
 ED1739
 ED1739                          STATION DESCRIPTION
 ED1739
 ED1739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 ED1739'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTH-NORTHEAST OF
 ED1739'CHESTNUT MOUNTAIN, 5 1/2 MILES EAST OF FLOWERY BRANCH, AND 4 1/4 MILES
 ED1739'SOUTHEAST OF OAKWOOD ON COUNTY RIGHT OF WAY.
 ED1739'
 ED1739'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND STATE
 ED1739'ROUTE 13, LOCATED APPROXIMATELY 1 1/4 MILES EAST-SOUTHEAST OF OAKWOOD
 ED1739'GO SOUTHWEASTERLY ALONG STATE ROUTE 53 FOR 2.4 MILES TO THE JUNCTION
 ED1739'OF STRICKLAND ROAD (COUNTY ROAD 689) TO THE LEFT.  TURN LEFT, GOING
 ED1739'EAST ALONG STRICKLAND ROAD FOR 1.7 MILES TO THE JUNCTION OF NICHOLS
 ED1739'DRIVE (COUNTY ROAD 153) TO THE RIGHT.  TURN RIGHT, GOING SOUTH-
 ED1739'WESTERLY ALONG NICHOLS DRIVE FOR 0.1 MILE TO THE JUNCTION OF PRESLEY
 ED1739'DRIVE TO THE LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG PRESLEY
 ED1739'DRIVE FOR 0.1 MILE TO THE JUNCTION OF BARBARA COURT TO THE RIGHT AND
 ED1739'THE STATION ON THE LEFT.
 ED1739'
 ED1739'THE STATION IS LOCATED APPROXIMATELY 11 YARDS NORTH OF THE
 ED1739'INTERSECTION OF THE CENTERLINES OF PRESLEY DRIVE AND BARBARA COURT,
 ED1739'22 FEET NORTH-NORTHEAST OF THE CENTERLINE OF PRESLEY DRIVE, 87.0 FEET
 ED1739'SOUTHEAST OF THE SOUTH CORNER OF THE J.A. MUSTIN RESIDENCE, AND 5.9
 ED1739'FEET SOUTH-SOUTHWEST OF A POWER POLE AND A WITNESS POST.  IT IS A
 ED1739'STANDARD BRASS DISK STAMPED 069-213, SET IN THE TOP OF A 10 INCH
 ED1739'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1739'UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-213, SET IN AN
 ED1739'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW THE SURFACE
 ED1739'OF THE GROUND.
 ED1739'
 ED1739'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ALONG
 ED1739'PRESLEY DRIVE FOR 0.3 MILE TO THE JUNCTION OF NICHOLS DRIVE CROSSING.
 ED1739'TURN LEFT, GOING EASTERLY ALONG NICHOLS DRIVE FOR 0.1 MILE TO THE
 ED1739'JUNCTION OF STRICKLAND ROAD CROSSING.  TURN RIGHT, GOING SOUTH ALONG
 ED1739'STRICKLAND ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 ED1739'24.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF STRICKLAND ROAD, 136.0
 ED1739'FEET EAST-SOUTHEAST OF A POWER POLE LOCATED ON THE WEST SIDE OF THE
 ED1739'ROAD, 79.0 FEET EAST OF A 10 INCH PINE TREE ON THE WEST SIDE OF THE
 ED1739'ROAD, 53.0 FEET EAST-NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 ED1739'PEDESTAL ON THE WEST SIDE OF THE ROAD, AND 2.5 FEET WEST OF A WITNESS
 ED1739'POST.  IT IS A STANDARD DISK STAMPED 069-213 AZMK, SET IN THE TOP OF
 ED1739'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1739'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1806 ***********************************************************************
 ED1806  DESIGNATION -  BV 069 214
 ED1806  PID         -  ED1806
 ED1806  STATE/COUNTY-  GA/HALL
 ED1806  USGS QUAD   -  MURRAYVILLE (1985)
 ED1806
 ED1806                         *CURRENT SURVEY CONTROL
 ED1806  ___________________________________________________________________
 ED1806* NAD 83(1994)-  34 22 37.16536(N)    083 53 23.00995(W)     ADJUSTED  
 ED1806* NAVD 88     -       392.     (meters)    1286.     (feet)  VERTCON   
 ED1806  ___________________________________________________________________
 ED1806  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ED1806  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 ED1806
 ED1806  HORZ ORDER  -  SECOND
 ED1806
 ED1806.The horizontal coordinates were established by classical geodetic methods
 ED1806.and adjusted by the National Geodetic Survey in September 1997..
 ED1806
 ED1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1806
 ED1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1806
 ED1806.The geoid height was determined by GEOID03.
 ED1806
 ED1806;                    North         East     Units Scale Factor Converg.
 ED1806;SPC GA W     -   485,352.221   725,469.107   MT  0.99990799   +0 09 22.9
 ED1806;SPC GA W     - 1,592,359.75  2,380,143.23   sFT  0.99990799   +0 09 22.9
 ED1806;UTM  17      - 3,807,742.592   234,283.678   MT  1.00047039   -1 37 57.4
 ED1806
 ED1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1806!SPC GA W     -   0.99994310  x   0.99990799  =   0.99985110
 ED1806!UTM  17      -   0.99994310  x   1.00047039  =   1.00041346
 ED1806
 ED1806:                Primary Azimuth Mark                     Grid Az
 ED1806:SPC GA W     -  BV 069 214 AZ MK                         262 10 44.0
 ED1806:UTM  17      -  BV 069 214 AZ MK                         263 58 04.3
 ED1806
 ED1806|---------------------------------------------------------------------|
 ED1806| PID    Reference Object                     Distance      Geod. Az  |
 ED1806|                                                           dddmmss.s |
 ED1806| CZ4387 BV 069 214 AZ MK                                   2622006.9 |
 ED1806| ED1807 BV 069 214 GADT 1975 PTA             29.723 METERS 35935     |
 ED1806|---------------------------------------------------------------------|
 ED1806
 ED1806                          SUPERSEDED SURVEY CONTROL
 ED1806
 ED1806  NAD 83(1986)-  34 22 37.17234(N)    083 53 23.01081(W) AD(       ) 2
 ED1806  NAD 27      -  34 22 36.81479(N)    083 53 23.35791(W) AD(       ) 2
 ED1806  NGVD 29 (07/19/86)  392.     (m)         1286.     (f) VERT ANG       
 ED1806
 ED1806.Superseded values are not recommended for survey control.
 ED1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1806.See file dsdata.txt to determine how the superseded data were derived.
 ED1806
 ED1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3428407743(NAD 83)
 ED1806_MARKER: DD = SURVEY DISK
 ED1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1806
 ED1806  HISTORY     - Date     Condition        Report By
 ED1806  HISTORY     - 1975     MONUMENTED       GADT
 ED1806
 ED1806                          STATION DESCRIPTION
 ED1806
 ED1806'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1806'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH-SOUTHEAST
 ED1806'OF MURRAYVILLE, 5-3/4 MILES NORTHWEST OF GAINESVILLE, AND 9-1/2
 ED1806'MILES SOUTHWEST OF CLERMONT ON COUNTY RIGHT OF WAY.
 ED1806'
 ED1806'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 60 AND STATE
 ED1806'ROUTE 136, LOCATED APPROXIMATELY 6 MILES NORTH-NORTHWEST OF
 ED1806'GAINESVILLE, GO WEST ALONG STATE ROUTE 136 FOR 1.0 MILE TO THE
 ED1806'JUNCTION OF COUNTY ROAD 215 TO THE RIGHT AND THE STATION ON THE
 ED1806'RIGHT.
 ED1806'
 ED1806'THE STATION IS LOCATED 13 FEET EAST OF THE CENTERLINE OF COUNTY
 ED1806'ROAD 215, 126 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF
 ED1806'THE CENTERLINES OF STATE ROUTE 136 AND COUNTY ROAD 215, 7.5 FEET
 ED1806'NORTHWEST OF A TWIN WILLOW TREE, 11.0 FEET NORTHWEST OF A TRIPLE
 ED1806'WILLOW TREE, AND 7.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 ED1806'STANDARD BRASS DISK STAMPED 069-214, SET IN THE TOP OF A 10 INCH
 ED1806'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1806'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-214, SET IN
 ED1806'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE
 ED1806'SURFACE OF THE GROUND.
 ED1806'
 ED1806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG STATE
 ED1806'ROUTE 136 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 ED1806'LOCATED 27 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 136, 22.0
 ED1806'FEET EAST OF A POWER POLE ON THE WEST SIDE OF A DIRT DRIVEWAY,
 ED1806'7 FEET EAST OF THE EAST END OF A 15 INCH CULVERT UNDER THE
 ED1806'DRIVEWAY, AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A
 ED1806'STANDARD DISK STAMPED 069-214 AZMK, SET IN THE TOP OF A 10 INCH
 ED1806'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1784 ***********************************************************************
 ED1784  DESIGNATION -  BV 069 215
 ED1784  PID         -  ED1784
 ED1784  STATE/COUNTY-  GA/HALL
 ED1784  USGS QUAD   -  GAINESVILLE (1985)
 ED1784
 ED1784                         *CURRENT SURVEY CONTROL
 ED1784  ___________________________________________________________________
 ED1784* NAD 83(1994)-  34 15 31.31493(N)    083 45 48.41996(W)     ADJUSTED  
 ED1784* NAVD 88     -       355.7    (meters)    1167.     (feet)  VERTCON   
 ED1784  ___________________________________________________________________
 ED1784  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 ED1784  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 ED1784
 ED1784  HORZ ORDER  -  SECOND
 ED1784
 ED1784.The horizontal coordinates were established by classical geodetic methods
 ED1784.and adjusted by the National Geodetic Survey in September 1997..
 ED1784
 ED1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1784
 ED1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1784
 ED1784.The geoid height was determined by GEOID03.
 ED1784
 ED1784;                    North         East     Units Scale Factor Converg.
 ED1784;SPC GA W     -   472,270.446   737,134.181   MT  0.99991699   +0 13 37.1
 ED1784;SPC GA W     - 1,549,440.62  2,418,414.39   sFT  0.99991699   +0 13 37.1
 ED1784;UTM  17      - 3,794,296.558   245,541.194   MT  1.00039821   -1 33 23.3
 ED1784
 ED1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1784!SPC GA W     -   0.99994882  x   0.99991699  =   0.99986581
 ED1784!UTM  17      -   0.99994882  x   1.00039821  =   1.00034701
 ED1784
 ED1784:                Primary Azimuth Mark                     Grid Az
 ED1784:SPC GA W     -  BV 069 215 AZ MK                         065 33 44.5
 ED1784:UTM  17      -  BV 069 215 AZ MK                         067 20 44.9
 ED1784
 ED1784|---------------------------------------------------------------------|
 ED1784| PID    Reference Object                     Distance      Geod. Az  |
 ED1784|                                                           dddmmss.s |
 ED1784| CZ4388 BV 069 215 AZ MK                                   0654721.6 |
 ED1784| ED1786 GAINESVILLE DOT MAST                APPROX. 2.2 KM 3241115.9 |
 ED1784| ED1785 GAINESVILLE RADIO STATION WFOX      APPROX. 2.7 KM 3314343.7 |
 ED1784|---------------------------------------------------------------------|
 ED1784
 ED1784                          SUPERSEDED SURVEY CONTROL
 ED1784
 ED1784  NAD 83(1986)-  34 15 31.32170(N)    083 45 48.42031(W) AD(       ) 2
 ED1784  NAD 27      -  34 15 30.94672(N)    083 45 48.79803(W) AD(       ) 2
 ED1784  NGVD 29 (07/19/86)  355.7    (m)         1167.     (f) VERT ANG       
 ED1784
 ED1784.Superseded values are not recommended for survey control.
 ED1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1784.See file dsdata.txt to determine how the superseded data were derived.
 ED1784
 ED1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4554194297(NAD 83)
 ED1784_MARKER: DD = SURVEY DISK
 ED1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1784
 ED1784  HISTORY     - Date     Condition        Report By
 ED1784  HISTORY     - 1975     MONUMENTED       GADT
 ED1784  HISTORY     - 20020614 GOOD             GADT
 ED1784
 ED1784                          STATION DESCRIPTION
 ED1784
 ED1784'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1784'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH-NORTHEAST
 ED1784'OF CANDLER, 4-1/2 MILES SOUTHEAST OF GAINESVILLE, AND 5-1/2 MILES
 ED1784'NORTH-NORTHWEST OF TALMO ON THE PROPERTY OF THE STATE OF GEORGIA.
 ED1784'
 ED1784'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 323 AND
 ED1784'U.S. HIGHWAY 129 (STATE ROUTE 11), LOCATED APPROXIMATELY 4-1/4
 ED1784'MILES SOUTHEAST OF GAINESVILLE, GO SOUTHEAST ALONG U.S. HIGHWAY
 ED1784'129 FOR 0.2 MILE TO THE STATE OF GEORGIA, DEPARTMENT OF
 ED1784'TRANSPORTATION, STATE HIGHWAY DEPARTMENT, DIVISION NUMBER 1,
 ED1784'OFFICE AND LABORATORY AND THE STATION ON THE LEFT.
 ED1784'
 ED1784'THE STATION IS LOCATED 172.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 ED1784'CORNER OF THE DEPARTMENT OF TRANSPORTATION MAIN OFFICE BUILDING,
 ED1784'179.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 82.5
 ED1784'FEET SOUTHEAST OF A POWER POLE, 57.0 FEET SOUTHEAST OF ANOTHER
 ED1784'POWER POLE, AND 28.8 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT
 ED1784'A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 069-215, SET
 ED1784'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1784'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1784'STANDARD DISK STAMPED 069-215, SET IN AN IRREGULAR MASS OF
 ED1784'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1784'
 ED1784'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 129 AND
 ED1784'STATE ROUTE 323, GO EASTERLY ALONG STATE ROUTE 323 FOR 0.75 MILE
 ED1784'TO THE MARK ON THE RIGHT.  IT IS LOCATED 39 FEET SOUTH-SOUTHEAST
 ED1784'OF THE CENTERLINE OF STATE ROUTE 323, 10.0 FEET SOUTHWEST OF A
 ED1784'POWER POLE, 100.0 FEET SOUTH OF A POWER POLE ON THE NORTH SIDE OF
 ED1784'THE HIGHWAY, AND 2.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT
 ED1784'IS A STANDARD DISK STAMPED 069-215 AZMK, SET IN THE TOP OF A 10
 ED1784'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1784'GROUND.
 ED1784
 ED1784                          STATION RECOVERY (2002)
 ED1784
 ED1784'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 ED1784'THE FENCELINE REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1732 ***********************************************************************
 ED1732  DESIGNATION -  BV 069 216
 ED1732  PID         -  ED1732
 ED1732  STATE/COUNTY-  GA/HALL
 ED1732  USGS QUAD   -  PENDERGRASS (1964)
 ED1732
 ED1732                         *CURRENT SURVEY CONTROL
 ED1732  ___________________________________________________________________
 ED1732* NAD 83(1994)-  34 13 43.45097(N)    083 43 01.93360(W)     ADJUSTED  
 ED1732* NAVD 88     -       289.     (meters)     948.     (feet)  VERTCON   
 ED1732  ___________________________________________________________________
 ED1732  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 ED1732  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 ED1732
 ED1732  HORZ ORDER  -  SECOND
 ED1732
 ED1732.The horizontal coordinates were established by classical geodetic methods
 ED1732.and adjusted by the National Geodetic Survey in September 1997..
 ED1732
 ED1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1732
 ED1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1732
 ED1732.The geoid height was determined by GEOID03.
 ED1732
 ED1732;                    North         East     Units Scale Factor Converg.
 ED1732;SPC GA W     -   468,964.969   741,407.920   MT  0.99992113   +0 15 10.2
 ED1732;SPC GA W     - 1,538,595.90  2,432,435.82   sFT  0.99992113   +0 15 10.2
 ED1732;UTM  17      - 3,790,858.124   249,711.975   MT  1.00037226   -1 31 45.2
 ED1732
 ED1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1732!SPC GA W     -   0.99995930  x   0.99992113  =   0.99988043
 ED1732!UTM  17      -   0.99995930  x   1.00037226  =   1.00033154
 ED1732
 ED1732|---------------------------------------------------------------------|
 ED1732| PID    Reference Object                     Distance      Geod. Az  |
 ED1732|                                                           dddmmss.s |
 ED1732| ED1733 BV 069 216 GADT 1975 PTA             29.264 METERS 29735     |
 ED1732| CZ4389 BV 069 216 AZ MK                                   3184922.7 |
 ED1732|---------------------------------------------------------------------|
 ED1732
 ED1732                          SUPERSEDED SURVEY CONTROL
 ED1732
 ED1732  NAD 83(1986)-  34 13 43.45784(N)    083 43 01.93390(W) AD(       ) 2
 ED1732  NAD 27      -  34 13 43.07704(N)    083 43 02.31760(W) AD(       ) 2
 ED1732  NGVD 29 (07/19/86)  289.     (m)          948.     (f) VERT ANG       
 ED1732
 ED1732.Superseded values are not recommended for survey control.
 ED1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1732.See file dsdata.txt to determine how the superseded data were derived.
 ED1732
 ED1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4971290858(NAD 83)
 ED1732_MARKER: DD = SURVEY DISK
 ED1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1732
 ED1732  HISTORY     - Date     Condition        Report By
 ED1732  HISTORY     - 1975     MONUMENTED       GADT
 ED1732
 ED1732                          STATION DESCRIPTION
 ED1732
 ED1732'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1732'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF TALMO, 4
 ED1732'MILES EAST-NORTHEAST OF CANDLER, AND 7-1/4 MILES SOUTHWEST OF
 ED1732'GILLSVILLE ON THE PROPERTY OF MR. OTIS CATO.
 ED1732'
 ED1732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1732'ROUTE 11) AND STATE ROUTE 346, LOCATED APPROXIMATELY 1/2 MILE NORTH
 ED1732'OF TALMO, GO NORTH ALONG U.S. HIGHWAY 129 FOR 1.8 MILES TO THE
 ED1732'JUNCTION OF BLACKSTOCK ROAD (COUNTY ROAD 771) FORKING TO THE
 ED1732'RIGHT.  TURN RUGHT, GOING NORTH ALONG BLACKSTOCK ROAD FOR 0.1
 ED1732'MILE TO ITS TERMINATION AT THE JUNCTION OF BLACKSTOCK ROAD
 ED1732'(COUNTY ROAD 772) CROSSING.  TURN RIGHT, GOING EAST ALONG
 ED1732'BLACKSTOCK ROAD FOR 0.55 MILE TO THE JUNCTION OF MANGUM MILL
 ED1732'ROAD (COUNTY ROAD 773) FORKING TO THE LEFT.  TURN LEFT, GOING
 ED1732'NORTH ALONG MANGUM MILL ROAD FOR 0.55 MILE TO THE JUNCTION OF BOB
 ED1732'BRYANT ROAD (COUNTY ROAD 776) TO THE LEFT.  TURN LEFT, GOING WEST
 ED1732'ALONG BOB BRYANT ROAD FOR 0.1 MILE TO A METAL GATE ON THE LEFT.
 ED1732'ENTER THE GATE, TURNING RIGHT AND FOLLOWING A FENCELINE
 ED1732'PARALLEL TO THE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ED1732'(DO NOT CROSS FENCES EXCEPT AT GATE).
 ED1732'
 ED1732'THE STATION IS LOCATED 59.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED1732'OF BOB BRYANT ROAD, 35.5 FEET SOUTH-SOUTHEAST OF A 3 INCH
 ED1732'PERSIMMON TREE, 172.8 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 ED1732'POST OF THE FENCELINE, AND 37.0 FEET SOUTH-SOUTHWEST OF THE
 ED1732'FENCELINE AND A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1732'STAMPED 069-216 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1732'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1732'UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-216 1975,
 ED1732'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.63
 ED1732'METER BELOW THE SURFACE OF THE GROUND.
 ED1732'
 ED1732'TO REACH THE AZIMUTH MARK FROM BOB BRYANT ROAD OPPOSITE THE
 ED1732'STATION, CONTINUE GOING WESTERLY ALONG BOB BRYANT ROAD FOR 0.25
 ED1732'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 25 FEET
 ED1732'NORTH-NORTHEAST OF THE CENTERLINE OF BOB BRYANT ROAD, 70.0 FEET
 ED1732'WEST OF A POWER POLE, 10.0 FEET EAST OF AN 8 INCH CHINABERRY
 ED1732'TREE, AND 73.0 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 ED1732'HOUSE.  IT IS A STANDARD DISK STAMPED 069-216 1975 AZMK,
 ED1732'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1732'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1683 ***********************************************************************
 ED1683  DESIGNATION -  BV 069 217
 ED1683  PID         -  ED1683
 ED1683  STATE/COUNTY-  GA/HALL
 ED1683  USGS QUAD   -  GILLSVILLE (1985)
 ED1683
 ED1683                         *CURRENT SURVEY CONTROL
 ED1683  ___________________________________________________________________
 ED1683* NAD 83(1994)-  34 18 29.52904(N)    083 42 26.29802(W)     ADJUSTED  
 ED1683* NAVD 88     -       290.     (meters)     951.     (feet)  VERTCON   
 ED1683  ___________________________________________________________________
 ED1683  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 ED1683  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 ED1683
 ED1683  HORZ ORDER  -  SECOND
 ED1683
 ED1683.The horizontal coordinates were established by classical geodetic methods
 ED1683.and adjusted by the National Geodetic Survey in September 1997..
 ED1683
 ED1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1683
 ED1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1683
 ED1683.The geoid height was determined by GEOID03.
 ED1683
 ED1683;                    North         East     Units Scale Factor Converg.
 ED1683;SPC GA W     -   477,783.220   742,280.086   MT  0.99992203   +0 15 32.1
 ED1683;SPC GA W     - 1,567,527.11  2,435,297.25   sFT  0.99992203   +0 15 32.1
 ED1683;UTM  17      - 3,799,648.880   250,858.735   MT  1.00036519   -1 31 36.3
 ED1683
 ED1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1683!SPC GA W     -   0.99995914  x   0.99992203  =   0.99988117
 ED1683!UTM  17      -   0.99995914  x   1.00036519  =   1.00032432
 ED1683
 ED1683:                Primary Azimuth Mark                     Grid Az
 ED1683:SPC GA W     -  BV 069 217 AZ MK                         126 41 29.8
 ED1683:UTM  17      -  BV 069 217 AZ MK                         128 28 38.2
 ED1683
 ED1683|---------------------------------------------------------------------|
 ED1683| PID    Reference Object                     Distance      Geod. Az  |
 ED1683|                                                           dddmmss.s |
 ED1683| CZ4390 BV 069 217 AZ MK                                   1265701.9 |
 ED1683| ED1682 BV 069 217 GADT 1975 PTA             23.337 METERS 15603     |
 ED1683| ED1785 GAINESVILLE RADIO STATION WFOX      APPROX. 7.2 KM 2440218.6 |
 ED1683|---------------------------------------------------------------------|
 ED1683
 ED1683                          SUPERSEDED SURVEY CONTROL
 ED1683
 ED1683  NAD 83(1986)-  34 18 29.53588(N)    083 42 26.29862(W) AD(       ) 2
 ED1683  NAD 27      -  34 18 29.16179(N)    083 42 26.67803(W) AD(       ) 2
 ED1683  NGVD 29 (07/19/86)  290.     (m)          951.     (f) VERT ANG       
 ED1683
 ED1683.Superseded values are not recommended for survey control.
 ED1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1683.See file dsdata.txt to determine how the superseded data were derived.
 ED1683
 ED1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5085999649(NAD 83)
 ED1683_MARKER: DD = SURVEY DISK
 ED1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1683
 ED1683  HISTORY     - Date     Condition        Report By
 ED1683  HISTORY     - 1975     MONUMENTED       GADT
 ED1683
 ED1683                          STATION DESCRIPTION
 ED1683
 ED1683'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1683'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES WEST OF
 ED1683'GILLSVILLE, 6 MILES SOUTH-SOUTHWEST OF LULA, AND 6-1/2 MILES EAST
 ED1683'OF GAINESVILLE ON COUNTY RIGHT OF WAY.
 ED1683'
 ED1683'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 ED1683'ROUTE 323, LOCATED APPROXIMATELY 1-1/4 MILES EAST OF GILLSVILLE,
 ED1683'GO NORTHWESTERLY ALONG STATE ROUTE 52 FOR 0.9 MILE TO THE JUNCTION
 ED1683'OF JOE CHANDLER ROAD (COUNTY ROAD 92686) TO THE LEFT.  TURN LEFT,
 ED1683'GOING WEST ALONG JOE CHANDLER ROAD FOR 2.65 MILES TO THE JUNCTION
 ED1683'OF CEDAR CREEK ROAD (COUNTY ROAD 813) CROSSING.  TURN LEFT,
 ED1683'GOING SOUTH-EASTERLY ALONG CEDAR CREEK ROAD FOR 0.3 MILE TO THE
 ED1683'JUNCTION OF LAZY FALLS ROAD (COUNTY ROAD 813) FORKING TO THE
 ED1683'LEFT.  CONTINUE, NOW SOUTH, ALONG CEDAR CREEK ROAD (NOW COUNTY ROAD
 ED1683'812) FOR 0.2 MILE TO THE JUNCTION OF DUNCAN ROAD (COUNTY ROAD
 ED1683'812) FORKING TO THE LEFT AND CEDAR CREEK ROAD (NOW COUNTY
 ED1683'ROAD 814) FORKING TO THE RIGHT.  TURN LEFT, GOING SOUTHEASTERLY
 ED1683'ALONG DUNCAN ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 ED1683'
 ED1683'THE STATION IS LOCATED 25 FEET NORTHEAST OF THE CENTERLINE OF
 ED1683'DUNCAN ROAD, 52.0 FEET NORTH-NORTHEAST OF A POWER POLE ON THE
 ED1683'SOUTH SIDE OF THE ROAD, 66.0 FEET NORTH OF THE NORTHWEST HINGED
 ED1683'POST OF A DOUBLE-HUNG GATE ON THE SOUTH SIDE OF THE ROAD, 77.0
 ED1683'FEET NORTH-NORTHWEST OF THE SOUTHEAST HINGED POST OF THE GATE, 7.5
 ED1683'FEET SOUTHWEST OF A POWER POLE, AND 3.0 FEET SOUTH-SOUTHWEST OF A
 ED1683'FENCELINE AND A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1683'STAMPED 069-217 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1683'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1683'UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-217 1975, SET
 ED1683'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.64 METER BELOW
 ED1683'THE SURFACE OF THE GROUND.
 ED1683'
 ED1683'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1683'SOUTHEASTERLY ALONG DUNCAN ROAD FOR 0.2 MILE TO THE J.G. DUNCAN
 ED1683'RESIDENCE AND THE MARK ON THE RIGHT.  IT IS LOCATED 21 FEET
 ED1683'SOUTHWEST OF THE CENTERLINE OF DUNCAN ROAD, 56.0 FEET NORTH OF A
 ED1683'24 INCH OAK TREE, 92.0 FEET SOUTHEAST OF A 48 INCH OAK TREE IN THE
 ED1683'FRONT YARD OF THE RESIDENCE, 81.0 FEET EAST OF THE EAST CORNER
 ED1683'OF THE HOUSE, AND 2.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 ED1683'STANDARD DISK STAMPED 069-217 1975 AZMK, SET IN THE TOP OF A
 ED1683'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1683'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1685 ***********************************************************************
 ED1685  DESIGNATION -  BV 069 218
 ED1685  PID         -  ED1685
 ED1685  STATE/COUNTY-  GA/HALL
 ED1685  USGS QUAD   -  GILLSVILLE (1985)
 ED1685
 ED1685                         *CURRENT SURVEY CONTROL
 ED1685  ___________________________________________________________________
 ED1685* NAD 83(1994)-  34 22 03.82918(N)    083 44 31.88413(W)     ADJUSTED  
 ED1685* NAVD 88     -       366.     (meters)    1201.     (feet)  VERTCON   
 ED1685  ___________________________________________________________________
 ED1685  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 ED1685  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ED1685
 ED1685  HORZ ORDER  -  SECOND
 ED1685
 ED1685.The horizontal coordinates were established by classical geodetic methods
 ED1685.and adjusted by the National Geodetic Survey in September 1997..
 ED1685
 ED1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1685
 ED1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1685
 ED1685.The geoid height was determined by GEOID03.
 ED1685
 ED1685;                    North         East     Units Scale Factor Converg.
 ED1685;SPC GA W     -   484,371.998   739,041.619   MT  0.99991878   +0 14 22.6
 ED1685;SPC GA W     - 1,589,143.80  2,424,672.38   sFT  0.99991878   +0 14 22.6
 ED1685;UTM  17      - 3,806,338.482   247,825.935   MT  1.00038392   -1 32 55.6
 ED1685
 ED1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1685!SPC GA W     -   0.99994720  x   0.99991878  =   0.99986598
 ED1685!UTM  17      -   0.99994720  x   1.00038392  =   1.00033110
 ED1685
 ED1685:                Primary Azimuth Mark                     Grid Az
 ED1685:SPC GA W     -  BV 069 218 AZ MK                         168 27 10.3
 ED1685:UTM  17      -  BV 069 218 AZ MK                         170 14 28.5
 ED1685
 ED1685|---------------------------------------------------------------------|
 ED1685| PID    Reference Object                     Distance      Geod. Az  |
 ED1685|                                                           dddmmss.s |
 ED1685| CZ4392 BV 069 218 AZ MK                                   1684132.9 |
 ED1685| CZ4391 BV 069 218 AZ MK 2                                 1684533.2 |
 ED1685| ED1686 BV 069 218 GADT RM1 1975             15.715 METERS 25620     |
 ED1685| CZ4393 BV 069 218 RM 2                      12.330 METERS 35025     |
 ED1685|---------------------------------------------------------------------|
 ED1685
 ED1685                          SUPERSEDED SURVEY CONTROL
 ED1685
 ED1685  NAD 83(1986)-  34 22 03.83604(N)    083 44 31.88502(W) AD(       ) 2
 ED1685  NAD 27      -  34 22 03.46464(N)    083 44 32.25086(W) AD(       ) 2
 ED1685  NGVD 29 (07/19/86)  366.     (m)         1201.     (f) VERT ANG       
 ED1685
 ED1685.Superseded values are not recommended for survey control.
 ED1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1685.See file dsdata.txt to determine how the superseded data were derived.
 ED1685
 ED1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4782606338(NAD 83)
 ED1685_MARKER: DD = SURVEY DISK
 ED1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1685
 ED1685  HISTORY     - Date     Condition        Report By
 ED1685  HISTORY     - 1975     MONUMENTED       GADT
 ED1685
 ED1685                          STATION DESCRIPTION
 ED1685
 ED1685'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1685'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES WEST-SOUTHWEST
 ED1685'OF LULA, 7-1/2 MILES NORTHWEST OF GILLSVILLE, AND 6-3/4 MILES
 ED1685'NORTHEAST OF GAINESVILLE ON THE PROPERTY OF GEORGIA KRAFT
 ED1685'CORPORATION.
 ED1685'
 ED1685'TO REACH THE STATION FROM THE STATE ROUTE 13 BRIDGE OVER
 ED1685'U.S. HIGHWAY 23 (STATE ROUTE 365) LOCATED APPROXIMATELY 2-1/4
 ED1685'MILES EAST-NORTHEAST OF GAINESVILLE, GO NORTHEASTERLY ALONG
 ED1685'U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 3.1 MILES TO THE JUNCTION OF
 ED1685'AIRLINE ROAD (COUNTY ROAD 92595) TO THE LEFT.  TURN LEFT, GOING
 ED1685'NORTHWESTERLY ALONG AIRLINE ROAD FOR 1.6 MILES TO THE JUNCTION
 ED1685'OF WHITEHALL ROAD (COUNTY ROAD 923) TO THE RIGHT.  TURN RIGHT,
 ED1685'GOING NORTHEASTERLY ALONG WHITEHALL ROAD FOR 1.5 MILES TO THE
 ED1685'JUNCTION OF B. MINER CROSSING ROAD (COUNTY ROAD 923)
 ED1685'FORKING TO THE LEFT AND WHITEHALL ROAD (NOW COUNTY ROAD 924)
 ED1685'FORKING TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 ED1685'LEFT, GOING NORTH ALONG B. MINER CROSSING ROAD FOR 0.5 MILE TO
 ED1685'THE JUNCTION OF A TRACK FIELD ROAD REVERSE FORKING TO THE
 ED1685'LEFT.  TURN LEFT, GOING SOUTHWEST ALONG THE FIELD ROAD FOR 0.1
 ED1685'MILE TO THE STATION ON THE RIGHT.
 ED1685'
 ED1685'THE STATION IS LOCATED 106 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1685'OF THE FIELD ROAD, 161.0 FEET SOUTHWEST OF AN 8 INCH PINE TREE ON
 ED1685'THE EAST SIDE OF THE ROAD, 152.0 FEET EAST-SOUTHEAST OF A 10 INCH
 ED1685'SOURWOOD TREE, AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A
 ED1685'STANDARD BRASS DISK STAMPED 069-218 1975, SET IN THE TOP OF A 10
 ED1685'INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE
 ED1685'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1685'069-218 1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1685'0.71 METER BELOW THE SURFACE OF THE GROUND.
 ED1685'
 ED1685'RM 1 IS LOCATED 135 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 ED1685'THE FIELD ROAD, 207.0 FEET WEST-SOUTHWEST OF THE 8 INCH PINE TREE,
 ED1685'137.0 FEET SOUTH-SOUTHEAST OF THE 10 INCH SOURWOOD TREE, AND 2.0
 ED1685'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1685'069-218 1975 RM 1, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1685'CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 ED1685'
 ED1685'RM 2 IS LOCATED 90 FEET SOUTHWEST OF THE CENTERLINE OF THE FIELD
 ED1685'ROAD, 143.0 FEET WEST-SOUTHWEST OF THE 8 INCH PINE TREE, 137.0 FEET
 ED1685'EAST OF THE 10 INCH SOURWOOD TREE, AND 2.0 FEET NORTH OF A WITNESS
 ED1685'POST.  IT IS A STANDARD DISK STAMPED 069-218 1975 RM 2, SET IN THE
 ED1685'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 ED1685'SURFACE OF THE GROUND.
 ED1685'
 ED1685'THE AZIMUTH MARK IS LOCATED 24.0 FEET EAST-SOUTHEAST OF THE
 ED1685'CENTERLINE OF WHITEHALL ROAD, 73 FEET SOUTH-SOUTHEAST OF THE POINT
 ED1685'OF INTERSECTION OF THE CENTERLINES OF WHITEHALL ROAD AND B. MINER
 ED1685'CROSSING ROAD, 160.0 FEET SOUTH OF A POWER POLE IN THE NORTH
 ED1685'QUADRANT OF THE JUNCTION OF THE ROADS, 10.0 FEET NORTHWEST OF A
 ED1685'10 INCH PINE TREE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT
 ED1685'IS A STANDARD DISK STAMPED 069-218 1975 AZMK, SET IN THE TOP OF
 ED1685'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1685'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1686 ***********************************************************************
 ED1686  DESIGNATION -  BV 069 218 GADT RM1 1975
 ED1686  PID         -  ED1686
 ED1686  STATE/COUNTY-  GA/HALL
 ED1686  USGS QUAD   -  GILLSVILLE (1985)
 ED1686
 ED1686                         *CURRENT SURVEY CONTROL
 ED1686  ___________________________________________________________________
 ED1686* NAD 83(1994)-  34 22 03.70872(N)    083 44 32.48177(W)     ADJUSTED  
 ED1686* NAVD 88     -       365.     (meters)    1198.     (feet)  VERTCON   
 ED1686  ___________________________________________________________________
 ED1686  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 ED1686  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ED1686
 ED1686  HORZ ORDER  -  SECOND
 ED1686
 ED1686.The horizontal coordinates were established by classical geodetic methods
 ED1686.and adjusted by the National Geodetic Survey in September 1997..
 ED1686
 ED1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1686
 ED1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1686
 ED1686.The geoid height was determined by GEOID03.
 ED1686
 ED1686;                    North         East     Units Scale Factor Converg.
 ED1686;SPC GA W     -   484,368.223   739,026.365   MT  0.99991877   +0 14 22.3
 ED1686;SPC GA W     - 1,589,131.41  2,424,622.33   sFT  0.99991877   +0 14 22.3
 ED1686;UTM  17      - 3,806,335.183   247,810.564   MT  1.00038402   -1 32 56.0
 ED1686
 ED1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1686!SPC GA W     -   0.99994736  x   0.99991877  =   0.99986613
 ED1686!UTM  17      -   0.99994736  x   1.00038402  =   1.00033136
 ED1686
 ED1686|---------------------------------------------------------------------|
 ED1686| PID    Reference Object                     Distance      Geod. Az  |
 ED1686|                                                           dddmmss.s |
 ED1686| ED1685 BV 069 218                           15.715 METERS 07620     |
 ED1686| ED1787 THOMAS                              APPROX. 6.6 KM 2134652.2 |
 ED1686|---------------------------------------------------------------------|
 ED1686
 ED1686                          SUPERSEDED SURVEY CONTROL
 ED1686
 ED1686  NAD 83(1986)-  34 22 03.71558(N)    083 44 32.48267(W) AD(       ) 2
 ED1686  NAD 27      -  34 22 03.34418(N)    083 44 32.84848(W) AD(       ) 2
 ED1686  NGVD 29 (07/19/86)  365.     (m)         1198.     (f) VERT ANG       
 ED1686
 ED1686.Superseded values are not recommended for survey control.
 ED1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1686.See file dsdata.txt to determine how the superseded data were derived.
 ED1686
 ED1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4781106335(NAD 83)
 ED1686_MARKER: DS = TRIANGULATION STATION DISK
 ED1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1686+STABILITY: SURFACE MOTION
 ED1686
 ED1686  HISTORY     - Date     Condition        Report By
 ED1686  HISTORY     - 1975     MONUMENTED       NGS
 ED1686
 ED1686                          STATION DESCRIPTION
 ED1686
 ED1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WRN)
 ED1686'THE MARK, A STANDARD DISK STAMPED 069-218 RM 1, IS SET IN THE TOP
 ED1686'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE
 ED1686'OF THE GROUND.  IT IS LOCATED 135 FEET WEST-SOUTHWEST OF THE
 ED1686'CENTERLINE OF THE FIELD ROAD, 207.0 FEET WEST-SOUTHWEST OF THE 8
 ED1686'INCH PINE TREE, 137.0 FEET SOUTH-SOUTHEAST OF THE 10 INCH
 ED1686'SOURWOOD TREE, AND 2.0 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1737 ***********************************************************************
 ED1737  DESIGNATION -  BV 069 219
 ED1737  PID         -  ED1737
 ED1737  STATE/COUNTY-  GA/HALL
 ED1737  USGS QUAD   -  CHESTNUT MOUNTAIN (1992)
 ED1737
 ED1737                         *CURRENT SURVEY CONTROL
 ED1737  ___________________________________________________________________
 ED1737* NAD 83(1994)-  34 13 06.63410(N)    083 47 01.98667(W)     ADJUSTED  
 ED1737* NAVD 88     -       364.4    (meters)    1196.     (feet)  VERTCON   
 ED1737  ___________________________________________________________________
 ED1737  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ED1737  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED1737
 ED1737  HORZ ORDER  -  SECOND
 ED1737
 ED1737.The horizontal coordinates were established by classical geodetic methods
 ED1737.and adjusted by the National Geodetic Survey in September 1997..
 ED1737
 ED1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1737
 ED1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1737
 ED1737.The geoid height was determined by GEOID03.
 ED1737
 ED1737;                    North         East     Units Scale Factor Converg.
 ED1737;SPC GA W     -   467,805.542   735,268.950   MT  0.99991533   +0 12 54.9
 ED1737;SPC GA W     - 1,534,792.02  2,412,294.88   sFT  0.99991533   +0 12 54.9
 ED1737;UTM  17      - 3,789,889.683   243,537.001   MT  1.00041085   -1 33 58.9
 ED1737
 ED1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1737!SPC GA W     -   0.99994745  x   0.99991533  =   0.99986278
 ED1737!UTM  17      -   0.99994745  x   1.00041085  =   1.00035828
 ED1737
 ED1737:                Primary Azimuth Mark                     Grid Az
 ED1737:SPC GA W     -  BV 069 219 AZ MK                         080 50 10.1
 ED1737:UTM  17      -  BV 069 219 AZ MK                         082 37 03.9
 ED1737
 ED1737|---------------------------------------------------------------------|
 ED1737| PID    Reference Object                     Distance      Geod. Az  |
 ED1737|                                                           dddmmss.s |
 ED1737| CZ4394 BV 069 219 AZ MK                                   0810305.0 |
 ED1737|---------------------------------------------------------------------|
 ED1737
 ED1737                          SUPERSEDED SURVEY CONTROL
 ED1737
 ED1737  NAD 83(1986)-  34 13 06.64082(N)    083 47 01.98688(W) AD(       ) 2
 ED1737  NAD 27      -  34 13 06.26436(N)    083 47 02.36625(W) AD(       ) 2
 ED1737  NGVD 29 (07/19/86)  364.4    (m)         1196.     (f) VERT ANG       
 ED1737
 ED1737.Superseded values are not recommended for survey control.
 ED1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1737.See file dsdata.txt to determine how the superseded data were derived.
 ED1737
 ED1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4353789890(NAD 83)
 ED1737_MARKER: DD = SURVEY DISK
 ED1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1737
 ED1737  HISTORY     - Date     Condition        Report By
 ED1737  HISTORY     - 1975     MONUMENTED       GADT
 ED1737
 ED1737                          STATION DESCRIPTION
 ED1737
 ED1737'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1737'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE NORTH-NORTHWEST OF
 ED1737'CANDLER, 4-1/2 MILES NORTHEAST OF CHESTNUT MOUNTAIN, AND 5-3/4 MILES
 ED1737'EAST OF OAKWOOD ON THE PROPERTY OF M.O. BOLMAN.
 ED1737'
 ED1737'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 60 AND 332,
 ED1737'LOCATED IN THE COMMUNITY OF CANDLER, APPROXIMATELY 4-1/4 MILES
 ED1737'SOUTH-SOUTHEAST OF GAINESVILLE, GO NORTH-NORTHWEST ALONG STATE
 ED1737'ROUTE 60 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 ED1737'
 ED1737'THE STATION IS LOCATED 46 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1737'OF STATE ROUTE 60, 50.0 FEET EAST-NORTHEAST OF A 6 INCH MIMOSA TREE,
 ED1737'114.0 FEET NORTH-NORTHEAST OF A SECURITY LIGHT POLE, 115.0 FEET
 ED1737'NORTH OF A POWER POLE, AND 5.0 FEET WEST-SOUTHWEST OF A WITNESS
 ED1737'POST.  IT IS A STANDARD BRASS DISK STAMPED 069-219 1975, SET IN
 ED1737'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1737'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1737'DISK STAMPED 069-219 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1737'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1737'
 ED1737'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 129
 ED1737'(STATE ROUTE 11) AND STATE ROUTE 323, LOCATED APPROXIMATELY 4-1/2
 ED1737'MILES SOUTHEAST OF GAINESVILLE, GO SOUTH ALONG U.S. HIGHWAY 129
 ED1737'FOR 2.1 MILES TO THE JUNCTION OF ROY PARKS ROAD (COUNTY ROAD 757)
 ED1737'TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG ROY PARKS ROAD FOR
 ED1737'0.95 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 29.0 FEET EAST
 ED1737'OF THE CENTERLINE OF ROY PARKS ROAD, 12.5 FEET SOUTH OF A 12 INCH
 ED1737'PINE TREE WITH A FENCELINE ATTACHED, 172.0 FEET
 ED1737'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER POST AND GATE HINGE POST
 ED1737'OF A FENCELINE ON THE WEST SIDE OF THE ROAD, AND 2.5 FEET WEST
 ED1737'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 ED1737'STAMPED 069-219 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1737'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1736 ***********************************************************************
 ED1736  DESIGNATION -  BV 069 220
 ED1736  PID         -  ED1736
 ED1736  STATE/COUNTY-  GA/HALL
 ED1736  USGS QUAD   -  CHESTNUT MOUNTAIN (1992)
 ED1736
 ED1736                         *CURRENT SURVEY CONTROL
 ED1736  ___________________________________________________________________
 ED1736* NAD 83(1994)-  34 13 45.94106(N)    083 45 28.89069(W)     ADJUSTED  
 ED1736* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 ED1736  ___________________________________________________________________
 ED1736  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 ED1736  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 ED1736
 ED1736  HORZ ORDER  -  SECOND
 ED1736
 ED1736.The horizontal coordinates were established by classical geodetic methods
 ED1736.and adjusted by the National Geodetic Survey in September 1997..
 ED1736
 ED1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1736
 ED1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1736
 ED1736.The geoid height was determined by GEOID03.
 ED1736
 ED1736;                    North         East     Units Scale Factor Converg.
 ED1736;SPC GA W     -   469,025.848   737,646.810   MT  0.99991746   +0 13 47.5
 ED1736;SPC GA W     - 1,538,795.64  2,420,096.24   sFT  0.99991746   +0 13 47.5
 ED1736;UTM  17      - 3,791,036.019   245,952.832   MT  1.00039564   -1 33 08.1
 ED1736
 ED1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1736!SPC GA W     -   0.99995009  x   0.99991746  =   0.99986756
 ED1736!UTM  17      -   0.99995009  x   1.00039564  =   1.00034571
 ED1736
 ED1736:                Primary Azimuth Mark                     Grid Az
 ED1736:SPC GA W     -  BV 069 220 AZ MK                         016 09 49.5
 ED1736:UTM  17      -  BV 069 220 AZ MK                         017 56 45.1
 ED1736
 ED1736|---------------------------------------------------------------------|
 ED1736| PID    Reference Object                     Distance      Geod. Az  |
 ED1736|                                                           dddmmss.s |
 ED1736| CZ4395 BV 069 220 AZ MK                                   0162337.0 |
 ED1736|---------------------------------------------------------------------|
 ED1736
 ED1736                          SUPERSEDED SURVEY CONTROL
 ED1736
 ED1736  NAD 83(1986)-  34 13 45.94781(N)    083 45 28.89093(W) AD(       ) 2
 ED1736  NAD 27      -  34 13 45.57079(N)    083 45 29.27232(W) AD(       ) 2
 ED1736  NGVD 29 (07/19/86)  347.6    (m)         1140.     (f) VERT ANG       
 ED1736
 ED1736.Superseded values are not recommended for survey control.
 ED1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1736.See file dsdata.txt to determine how the superseded data were derived.
 ED1736
 ED1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4595391036(NAD 83)
 ED1736_MARKER: DD = SURVEY DISK
 ED1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1736
 ED1736  HISTORY     - Date     Condition        Report By
 ED1736  HISTORY     - 1975     MONUMENTED       GADT
 ED1736
 ED1736                          STATION DESCRIPTION
 ED1736
 ED1736'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1736'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHEAST OF
 ED1736'CANDLER, 3-3/4 MILES NORTHWEST OF TALMO, AND 6 MILES SOUTHEAST OF
 ED1736'GAINESVILLE ON COUNTY RIGHT OF WAY.
 ED1736'
 ED1736'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 323 AND
 ED1736'U.S. HIGHWAY 129 (STATE ROUTE 11) APPROXIMATELY 4-1/4 MILES
 ED1736'SOUTHEAST OF GAINESVILLE, GO SOUTH ALONG U.S. HIGHWAY 129 FOR 2.1
 ED1736'MILES TO THE JUNCTION OF ROY PARKS ROAD (COUNTY ROAD 757) TO THE
 ED1736'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT, GOING SOUTH
 ED1736'ALONG ROY PARKS ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 ED1736'
 ED1736'THE STATION IS LOCATED 28 FEET WEST OF THE CENTERLINE OF ROY PARKS
 ED1736'ROAD, 59.0 FEET WEST-SOUTHWEST OF THE MOST SOUTHERLY ONE OF THREE
 ED1736'PULL POSTS OF A FENCELINE BRACE ON THE EAST SIDE OF THE ROAD, 76.0
 ED1736'FEET NORTHWEST OF THE MOST NORTHERLY PULL POST OF ANOTHER
 ED1736'FENCELINE BRACE ON THE EAST SIDE OF THE ROAD, 64.0 FEET
 ED1736'WEST-NORTHWEST OF A FENCE CORNER POST AT THE JUNCTION OF A
 ED1736'FENCELINE TO THE NORTHWEST FROM THE FENCELINE ON THE EAST SIDE
 ED1736'OF THE ROAD, AND 3.0 FEET EAST OF A WITNESS POST SET AT A
 ED1736'FENCELINE PARALLEL TO THE WEST SIDE OF THE ROAD.  IT IS A
 ED1736'STANDARD BRASS DISK STAMPED 069-220 1975, SET IN THE TOP OF A 10
 ED1736'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1736'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1736'069-220 1975, SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1736'CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 ED1736'
 ED1736'THE AZIMUTH MARK IS LOCATED 47 FEET NORTH OF THE CENTERLINE OF
 ED1736'U.S. HIGHWAY 129, 48 FEET NORTH OF THE POINT OF INTERSECTION OF
 ED1736'THE CENTERLINES OF U.S. HIGHWAY 129 AND ROY PARKS ROAD, 104.0 FEET
 ED1736'NORTHEAST OF A 4 INCH BY 4 INCH CONCRETE ROAD NAME MARKER IN THE
 ED1736'SOUTHWEST QUADRANT OF THE INTERSECTION, AND 1.5 FEET
 ED1736'SOUTH-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED1736'STANDARD DISK STAMPED 069-220 1975 AZMK, SET IN THE TOP OF
 ED1736'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1736'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1779 ***********************************************************************
 ED1779  DESIGNATION -  BV 069 221
 ED1779  PID         -  ED1779
 ED1779  STATE/COUNTY-  GA/HALL
 ED1779  USGS QUAD   -  CLERMONT (1981)
 ED1779
 ED1779                         *CURRENT SURVEY CONTROL
 ED1779  ___________________________________________________________________
 ED1779* NAD 83(1994)-  34 27 43.84309(N)    083 50 07.04095(W)     ADJUSTED  
 ED1779* NAVD 88     -       412.7    (meters)    1354.     (feet)  VERTCON   
 ED1779  ___________________________________________________________________
 ED1779  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ED1779  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ED1779
 ED1779  HORZ ORDER  -  SECOND
 ED1779
 ED1779.The horizontal coordinates were established by classical geodetic methods
 ED1779.and adjusted by the National Geodetic Survey in September 1997..
 ED1779
 ED1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1779
 ED1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1779
 ED1779.The geoid height was determined by GEOID03.
 ED1779
 ED1779;                    North         East     Units Scale Factor Converg.
 ED1779;SPC GA W     -   494,816.272   730,444.459   MT  0.99991142   +0 11 15.1
 ED1779;SPC GA W     - 1,623,409.72  2,396,466.53   sFT  0.99991142   +0 11 15.1
 ED1779;UTM  17      - 3,817,051.590   239,555.232   MT  1.00043618   -1 36 19.0
 ED1779
 ED1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1779!SPC GA W     -   0.99993984  x   0.99991142  =   0.99985127
 ED1779!UTM  17      -   0.99993984  x   1.00043618  =   1.00037600
 ED1779
 ED1779:                Primary Azimuth Mark                     Grid Az
 ED1779:SPC GA W     -  BV 069 221 AZ MK                         227 05 25.8
 ED1779:UTM  17      -  BV 069 221 AZ MK                         228 52 59.9
 ED1779
 ED1779|---------------------------------------------------------------------|
 ED1779| PID    Reference Object                     Distance      Geod. Az  |
 ED1779|                                                           dddmmss.s |
 ED1779| CZ4396 BV 069 221 AZ MK                                   2271640.9 |
 ED1779|---------------------------------------------------------------------|
 ED1779
 ED1779                          SUPERSEDED SURVEY CONTROL
 ED1779
 ED1779  NAD 83(1986)-  34 27 43.85023(N)    083 50 07.04230(W) AD(       ) 2
 ED1779  NAD 27      -  34 27 43.49925(N)    083 50 07.38672(W) AD(       ) 2
 ED1779  NGVD 29 (07/19/86)  412.7    (m)         1354.     (f) VERT ANG       
 ED1779
 ED1779.Superseded values are not recommended for survey control.
 ED1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1779.See file dsdata.txt to determine how the superseded data were derived.
 ED1779
 ED1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3955517052(NAD 83)
 ED1779_MARKER: DD = SURVEY DISK
 ED1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1779
 ED1779  HISTORY     - Date     Condition        Report By
 ED1779  HISTORY     - 1975     MONUMENTED       GADT
 ED1779
 ED1779                          STATION DESCRIPTION
 ED1779
 ED1779'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1779'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST-SOUTHWEST
 ED1779'OF CLERMONT, 5 MILES NORTHEAST OF MURRAYVILLE, AND 9-3/4 MILES
 ED1779'SOUTHEAST OF DAHLONEGA ON COUNTY RIGHT OF WAY.
 ED1779'
 ED1779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1779'ROUTE 11) AND STATE ROUTE 52, LOCATED APPROXIMATELY 3 MILES
 ED1779'SOUTH-SOUTHWEST OF CLERMONT, GO NORTHWESTERLY ALONG STATE ROUTE 52
 ED1779'FOR 0.3 MILE TO THE JUNCTION OF BETHEL CHURCH ROAD (COUNTY ROAD
 ED1779'92691) TO THE LEFT.  TURN LEFT, GOING WESTERLY ALONG BETHEL
 ED1779'CHURCH ROAD FOR 1.8 MILES TO THE JUNCTION OF OSCAR GILLSTRAP ROAD
 ED1779'(COUNTY ROAD 27) REVERSE FORKING TO THE LEFT.  CONTINUE GOING
 ED1779'NORTHWESTERLY ALONG BETHEL CHURCH ROAD FOR 0.3 MILE TO THE
 ED1779'JUNCTION OF ELMER TRUE LOVE ROAD (COUNTY ROAD 62) TO THE
 ED1779'RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG ELMER TRUE LOVE
 ED1779'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 ED1779'CONTINUE GOING NORTHEASTERLY ALONG ELMER TRUE LOVE ROAD FOR
 ED1779'0.45 MILE TO THE STATION ON THE LEFT.
 ED1779'
 ED1779'THE STATION IS LOCATED 27.0 FEET NORTHWEST OF THE CENTERLINE OF
 ED1779'ELMER TRUE LOVE ROAD, 113.0 FEET NORTH OF THE POINT OF INTERSECTION
 ED1779'OF THE CENTERLINES OF A PRIVATE DRIVEWAY NORTHWESTERLY AND THE
 ED1779'ROAD, 138.5 FEET SOUTHWEST OF A POWER POLE, 264.5 FEET SOUTH OF
 ED1779'THE SOUTH CORNER OF A GOLD METAL BUILDING, AND 3.7 FEET SOUTHEAST
 ED1779'OF A WITNESS POST SET AT A RAIL FENCELINE.  IT IS A STANDARD
 ED1779'BRASS DISK STAMPED 069-221, SET IN THE TOP OF A 10 INCH
 ED1779'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1779'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1779'STAMPED 069-221, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1779'APPROXIMATELY 0.58 METER BELOW THE SURFACE OF THE GROUND.
 ED1779'
 ED1779'THE AZIMUTH MARK IS LOCATED 27.5 FEET EAST-SOUTHEAST OF THE
 ED1779'CENTERLINE OF ELMER TRUE LOVE ROAD, 160.5 FEET NORTHEAST OF THE
 ED1779'POINT OF INTERSECTION OF THE CENTERLINES OF A DRIVEWAY TO THE
 ED1779'NORTHWEST AND THE ROAD, 191.0 FEET NORTH-NORTHEAST OF A POWER
 ED1779'POLE, 3.7 FEET SOUTHEAST OF A POWER POLE, AND 3.0 FEET
 ED1779'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1779'069-221 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1779'POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1777 ***********************************************************************
 ED1777  DESIGNATION -  BV 069 222
 ED1777  PID         -  ED1777
 ED1777  STATE/COUNTY-  GA/HALL
 ED1777  USGS QUAD   -  CLERMONT (1981)
 ED1777
 ED1777                         *CURRENT SURVEY CONTROL
 ED1777  ___________________________________________________________________
 ED1777* NAD 83(1994)-  34 28 15.15456(N)    083 46 22.52085(W)     ADJUSTED  
 ED1777* NAVD 88     -       430.4    (meters)    1412.     (feet)  VERTCON   
 ED1777  ___________________________________________________________________
 ED1777  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 ED1777  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 ED1777
 ED1777  HORZ ORDER  -  SECOND
 ED1777
 ED1777.The horizontal coordinates were established by classical geodetic methods
 ED1777.and adjusted by the National Geodetic Survey in September 1997..
 ED1777
 ED1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1777
 ED1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1777
 ED1777.The geoid height was determined by GEOID03.
 ED1777
 ED1777;                    North         East     Units Scale Factor Converg.
 ED1777;SPC GA W     -   495,801.536   736,170.517   MT  0.99991612   +0 13 22.3
 ED1777;SPC GA W     - 1,626,642.21  2,415,252.77   sFT  0.99991612   +0 13 22.3
 ED1777;UTM  17      - 3,817,857.620   245,312.215   MT  1.00039961   -1 34 13.0
 ED1777
 ED1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1777!SPC GA W     -   0.99993707  x   0.99991612  =   0.99985319
 ED1777!UTM  17      -   0.99993707  x   1.00039961  =   1.00033665
 ED1777
 ED1777:                Primary Azimuth Mark                     Grid Az
 ED1777:SPC GA W     -  BV 069 222 AZ MK                         048 22 16.3
 ED1777:UTM  17      -  BV 069 222 AZ MK                         050 09 51.6
 ED1777
 ED1777|---------------------------------------------------------------------|
 ED1777| PID    Reference Object                     Distance      Geod. Az  |
 ED1777|                                                           dddmmss.s |
 ED1777| CZ4397 BV 069 222 AZ MK                                   0483538.6 |
 ED1777|---------------------------------------------------------------------|
 ED1777
 ED1777                          SUPERSEDED SURVEY CONTROL
 ED1777
 ED1777  NAD 83(1986)-  34 28 15.16200(N)    083 46 22.52217(W) AD(       ) 2
 ED1777  NAD 27      -  34 28 14.80986(N)    083 46 22.87064(W) AD(       ) 2
 ED1777  NGVD 29 (07/19/86)  430.4    (m)         1412.     (f) VERT ANG       
 ED1777
 ED1777.Superseded values are not recommended for survey control.
 ED1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1777.See file dsdata.txt to determine how the superseded data were derived.
 ED1777
 ED1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4531217858(NAD 83)
 ED1777_MARKER: DD = SURVEY DISK
 ED1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1777
 ED1777  HISTORY     - Date     Condition        Report By
 ED1777  HISTORY     - 1975     MONUMENTED       GADT
 ED1777
 ED1777                          STATION DESCRIPTION
 ED1777
 ED1777'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1777'THE STATION IS LOCATED IN CLERMONT NEAR THE SOUTH CITY LIMITS ON
 ED1777'STATE RIGHT OF WAY.
 ED1777'
 ED1777'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CLERMONT, GO
 ED1777'SOUTH ALONG STATE ROUTE 284 FOR 0.55 MILE TO THE JUNCTION OF
 ED1777'U.S. HIGHWAY 129 (STATE ROUTE 11) CROSSING.  TURN LEFT, GOING
 ED1777'NORTHEAST ALONG U.S. HIGHWAY 129 FOR APPROXIMATELY 200 FEET TO THE
 ED1777'STATION ON THE RIGHT.
 ED1777'
 ED1777'THE STATION IS LOCATED 60 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1777'U.S. HIGHWAY 129, 6.5 FEET SOUTH-SOUTHWEST OF A POWER POLE, 241.0
 ED1777'FEET EAST OF THE CENTERLINE OF STATE ROUTE 284, AND 5.3 FEET
 ED1777'NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1777'STANDARD BRASS DISK STAMPED 069-222 1975, SET IN THE TOP OF A
 ED1777'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1777'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1777'069-222 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1777'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1777'
 ED1777'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 ED1777'ALONG U.S. HIGHWAY 129 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 ED1777'RIGHT.  IT IS LOCATED 63 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1777'U.S. HIGHWAY 129, 37.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 ED1777'END OF A CULVERT PIPE UNDER A FIELD ROAD WESTERLY, 68.5 FEET
 ED1777'SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 44.6 FEET
 ED1777'WEST-SOUTHWEST OF A FENCE CORNER POST ON THE SOUTH SIDE OF THE
 ED1777'FIELD ROAD, AND 1.8 FEET NORTHWEST OF A WITNESS POST SET AT
 ED1777'THE FENCELINE.  IT IS A STANDARD DISK STAMPED 069-222 1975
 ED1777'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1777'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1690 ***********************************************************************
 ED1690  DESIGNATION -  BV 069 223
 ED1690  PID         -  ED1690
 ED1690  STATE/COUNTY-  GA/HALL
 ED1690  USGS QUAD   -  LULA (1985)
 ED1690
 ED1690                         *CURRENT SURVEY CONTROL
 ED1690  ___________________________________________________________________
 ED1690* NAD 83(1994)-  34 28 54.16822(N)    083 39 51.75713(W)     ADJUSTED  
 ED1690* NAVD 88     -       430.8    (meters)    1413.     (feet)  VERTCON   
 ED1690  ___________________________________________________________________
 ED1690  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 ED1690  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 ED1690
 ED1690  HORZ ORDER  -  SECOND
 ED1690
 ED1690.The horizontal coordinates were established by classical geodetic methods
 ED1690.and adjusted by the National Geodetic Survey in September 1997..
 ED1690
 ED1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1690
 ED1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1690
 ED1690.The geoid height was determined by GEOID03.
 ED1690
 ED1690;                    North         East     Units Scale Factor Converg.
 ED1690;SPC GA W     -   497,047.737   746,135.946   MT  0.99992623   +0 17 03.7
 ED1690;SPC GA W     - 1,630,730.78  2,447,947.68   sFT  0.99992623   +0 17 03.7
 ED1690;UTM  17      - 3,818,791.765   255,316.238   MT  1.00033802   -1 30 33.0
 ED1690
 ED1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1690!SPC GA W     -   0.99993703  x   0.99992623  =   0.99986326
 ED1690!UTM  17      -   0.99993703  x   1.00033802  =   1.00027503
 ED1690
 ED1690:                Primary Azimuth Mark                     Grid Az
 ED1690:SPC GA W     -  BV 069 223 AZ MK                         308 20 16.9
 ED1690:UTM  17      -  BV 069 223 AZ MK                         310 07 53.6
 ED1690
 ED1690|---------------------------------------------------------------------|
 ED1690| PID    Reference Object                     Distance      Geod. Az  |
 ED1690|                                                           dddmmss.s |
 ED1690| CZ4398 BV 069 223 AZ MK                                   3083720.6 |
 ED1690|---------------------------------------------------------------------|
 ED1690
 ED1690                          SUPERSEDED SURVEY CONTROL
 ED1690
 ED1690  NAD 83(1986)-  34 28 54.17605(N)    083 39 51.75840(W) AD(       ) 2
 ED1690  NAD 27      -  34 28 53.82115(N)    083 39 52.11788(W) AD(       ) 2
 ED1690  NGVD 29 (07/19/86)  430.8    (m)         1413.     (f) VERT ANG       
 ED1690
 ED1690.Superseded values are not recommended for survey control.
 ED1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1690.See file dsdata.txt to determine how the superseded data were derived.
 ED1690
 ED1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5531618792(NAD 83)
 ED1690_MARKER: DD = SURVEY DISK
 ED1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1690
 ED1690  HISTORY     - Date     Condition        Report By
 ED1690  HISTORY     - 1975     MONUMENTED       GADT
 ED1690
 ED1690                          STATION DESCRIPTION
 ED1690
 ED1690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1690'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST
 ED1690'OF MOSSY CREEK, 6-1/2 MILES NORTH OF LULA, AND 7-1/4 MILES WEST
 ED1690'OF BALDWIN ON THE PROPERTY OF MR. I.S. HARRISON.
 ED1690'
 ED1690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 ED1690'ROUTE 13) AND STATE ROUTE 52 IN LULA, GO NORTHEASTERLY ALONG
 ED1690'U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 1.0 MILE TO THE JUNCTION OF
 ED1690'BELTON BRIDGE ROAD (COUNTY ROAD 90883) TO THE LEFT.  TURN LEFT,
 ED1690'GOING NORTHERLY ALONG BELTON BRIDGE ROAD FOR 2.45 MILES TO THE
 ED1690'LIVING MISSION (UNITED METHODIST CHURCH).  CONTINUE GOING NORTH
 ED1690'ALONG BELTON BRIDGE ROAD FOR 0.7 MILE TO THE JUNCTION OF BELTON
 ED1690'BRIDGE ROAD (BECOMES COUNTY ROAD 581) FORKING TO THE LEFT AND
 ED1690'COUNTY ROAD 90883 FORKING TO THE RIGHT AT A U.S. ARMY CORPS
 ED1690'OF ENGINEERS 1 MILE POSTED ON THE LEFT.  TURN RIGHT,
 ED1690'CONTINUING NORTHERLY ALONG COUNTY ROAD 90883 FOR 1.25 MILES
 ED1690'TO THE NORTH END OF A BRIDGE OVER LITTLE MUD CREEK.
 ED1690'CONTINUE GOING NORTH ALONG COUNTY ROAD 90883 FOR 2.5 MILES
 ED1690'TO THE PLEASANT HILL BAPTIST CHURCH PARKING LOT ON THE LEFT.
 ED1690'TURN LEFT, GOING WESTERLY THROUGH THE PARKING LOT PARALLEL TO A
 ED1690'HURRICANE FENCE AROUND A CEMETERY AND ALONG A FIELD ROAD FOR
 ED1690'0.05 MILE TO A CATTLE GRATE IN THE ROAD AND THE STATION ON
 ED1690'THE LEFT.
 ED1690'
 ED1690'THE STATION IS LOCATED 130 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED1690'OF THE FIELD ROAD, 121.9 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 ED1690'CONCRETE CATTLE GRATE, 20.4 FEET WEST OF THE NORTHWEST CORNER OF
 ED1690'A CEMETERY HEADSTONE INSCRIBED BROWN, ANDREW JACKSON 1880 TO
 ED1690'1946, 48.5 FEET NORTH OF THE NORTHEAST CORNER OF ANOTHER CEMETERY
 ED1690'HEADSTONE WITH THE INSCRIPTION PETITT FRANCIS M. AND MAUDIE LEE,
 ED1690'3.4 FEET WEST-NORTHWEST OF A HURRICANE FENCELINE, AND 2.5 FEET
 ED1690'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1690'STAMPED 069-223 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1690'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1690'UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-223 1975,
 ED1690'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.52
 ED1690'METER BELOW THE SURFACE OF THE GROUND.
 ED1690'
 ED1690'TO REACH THE AZIMUTH MARK FROM THE CONCRETE CATTLE GRATE, GO
 ED1690'WEST-NORTHWEST ALONG THE FIELD ROAD FOR 0.1 MILE TO THE AZIMUTH
 ED1690'MARK ON THE RIGHT.  IT IS LOCATED 53 FEET NORTHEAST OF THE
 ED1690'CENTERLINE OF THE FIELD ROAD, 72.8 FEET WEST OF THE NORTHWEST
 ED1690'CORNER OF A CHICKEN HOUSE, 72.4 FEET NORTHWEST OF THE SOUTHWEST
 ED1690'CORNER OF THE CHICKEN HOUSE, 14.0 FEET SOUTH-SOUTHWEST OF THE
 ED1690'CORNER OF A FENCE, AND 2.6 FEET EAST-SOUTHEAST OF A WITNESS
 ED1690'POST.  IT IS A STANDARD DISK STAMPED 069-223 1975 AZMK, SET IN
 ED1690'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1690'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1688 ***********************************************************************
 ED1688  DESIGNATION -  BV 069 224
 ED1688  PID         -  ED1688
 ED1688  STATE/COUNTY-  GA/HALL
 ED1688  USGS QUAD   -  LULA (1985)
 ED1688
 ED1688                         *CURRENT SURVEY CONTROL
 ED1688  ___________________________________________________________________
 ED1688* NAD 83(1994)-  34 25 16.94069(N)    083 38 17.29508(W)     ADJUSTED  
 ED1688* NAVD 88     -       412.     (meters)    1352.     (feet)  VERTCON   
 ED1688  ___________________________________________________________________
 ED1688  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 ED1688  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ED1688
 ED1688  HORZ ORDER  -  SECOND
 ED1688
 ED1688.The horizontal coordinates were established by classical geodetic methods
 ED1688.and adjusted by the National Geodetic Survey in September 1997..
 ED1688
 ED1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1688
 ED1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1688
 ED1688.The geoid height was determined by GEOID03.
 ED1688
 ED1688;                    North         East     Units Scale Factor Converg.
 ED1688;SPC GA W     -   490,366.919   748,581.026   MT  0.99992908   +0 17 55.6
 ED1688;SPC GA W     - 1,608,812.13  2,455,969.58   sFT  0.99992908   +0 17 55.6
 ED1688;UTM  17      - 3,812,035.021   257,552.089   MT  1.00032460   -1 29 31.2
 ED1688
 ED1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1688!SPC GA W     -   0.99993999  x   0.99992908  =   0.99986908
 ED1688!UTM  17      -   0.99993999  x   1.00032460  =   1.00026457
 ED1688
 ED1688:                Primary Azimuth Mark                     Grid Az
 ED1688:SPC GA W     -  BV 069 224 AZ MK                         074 50 26.4
 ED1688:UTM  17      -  BV 069 224 AZ MK                         076 37 53.2
 ED1688
 ED1688|---------------------------------------------------------------------|
 ED1688| PID    Reference Object                     Distance      Geod. Az  |
 ED1688|                                                           dddmmss.s |
 ED1688| CZ4399 BV 069 224 AZ MK                                   0750822.0 |
 ED1688| ED1687 BV 069 224 GADT 1975 PTA              9.660 METERS 10140     |
 ED1688|---------------------------------------------------------------------|
 ED1688
 ED1688                          SUPERSEDED SURVEY CONTROL
 ED1688
 ED1688  NAD 83(1986)-  34 25 16.94851(N)    083 38 17.29613(W) AD(       ) 2
 ED1688  NAD 27      -  34 25 16.58643(N)    083 38 17.66940(W) AD(       ) 2
 ED1688  NGVD 29 (07/19/86)  412.     (m)         1352.     (f) VERT ANG       
 ED1688
 ED1688.Superseded values are not recommended for survey control.
 ED1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1688.See file dsdata.txt to determine how the superseded data were derived.
 ED1688
 ED1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5755212035(NAD 83)
 ED1688_MARKER: DD = SURVEY DISK
 ED1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1688
 ED1688  HISTORY     - Date     Condition        Report By
 ED1688  HISTORY     - 1975     MONUMENTED       GADT
 ED1688
 ED1688                          STATION DESCRIPTION
 ED1688
 ED1688'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1688'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHEAST
 ED1688'OF LULA, 4-3/4 MILES SOUTHWEST OF ALTO, AND 8-3/4 MILES
 ED1688'EAST-SOUTHEAST OF CLERMONT ON THE PROPERTY OF JIMMY ECHOLS.
 ED1688'
 ED1688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 ED1688'ROUTE 13) AND STATE ROUTE 51 IN LULA, GO NORTHEASTERLY ALONG
 ED1688'U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 1.05 MILES TO THE JUNCTION
 ED1688'OF BELTON BRIDGE ROAD (COUNTY ROAD 90883) TO THE LEFT.  CONTINUE
 ED1688'GOING NORTHEAST ALONG U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 1.65
 ED1688'MILES TO THE JUNCTION OF COUNTY ROAD 933 CROSSING.  TURN LEFT,
 ED1688'GOING WESTERLY ALONG COUNTY ROAD 933 FOR 0.15 MILE TO THE
 ED1688'JUNCTION OF COUNTY ROAD 935 FORKING TO THE RIGHT.  TURN RIGHT,
 ED1688'GOING NORTHERLY ALONG COUNTY ROAD 935 FOR 0.25 MILE TO THE
 ED1688'JUNCTION OF COUNTY ROAD 941 FORKING TO THE LEFT.  CONTINUE
 ED1688'GOING NORTHERLY ALONG COUNTY ROAD 935 FOR 0.05 MILE TO THE
 ED1688'JUNCTION OF A TRACK ROAD TO THE RIGHT ENTERING A PEACH
 ED1688'ORCHARD AND THE STATION ON THE RIGHT.
 ED1688'
 ED1688'THE STATION IS LOCATED 42 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1688'OF COUNTY ROAD 935, 79.0 FEET NORTHEAST OF THE POINT OF
 ED1688'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 935 AND THE TRACK
 ED1688'ROAD, 13.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE TRACK
 ED1688'ROAD, 5.5 FEET SOUTH OF A 6 INCH PEACH TREE, AND 5.0 FEET
 ED1688'SOUTH-SOUTHEAST OF A WITNESS POST SET AT THE PEACH TREE.  IT IS
 ED1688'A STANDARD BRASS DISK STAMPED 069-224 1975, SET IN THE TOP OF A
 ED1688'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1688'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1688'STAMPED 069-224 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1688'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 ED1688'
 ED1688'TO REACH THE AZIMUTH MARK, TURN RIGHT, GOING EASTERLY ALONG THE
 ED1688'TRACK ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED
 ED1688'47 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 266.0
 ED1688'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCELINE, AND
 ED1688'3.5 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1688'069-224 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1688'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1694 ***********************************************************************
 ED1694  DESIGNATION -  BV 069 225
 ED1694  PID         -  ED1694
 ED1694  STATE/COUNTY-  GA/HALL
 ED1694  USGS QUAD   -  LULA (1985)
 ED1694
 ED1694                         *CURRENT SURVEY CONTROL
 ED1694  ___________________________________________________________________
 ED1694* NAD 83(1994)-  34 23 36.67609(N)    083 39 39.52509(W)     ADJUSTED  
 ED1694* NAVD 88     -       412.     (meters)    1352.     (feet)  VERTCON   
 ED1694  ___________________________________________________________________
 ED1694  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 ED1694  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 ED1694
 ED1694  HORZ ORDER  -  SECOND
 ED1694
 ED1694.The horizontal coordinates were established by classical geodetic methods
 ED1694.and adjusted by the National Geodetic Survey in September 1997..
 ED1694
 ED1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1694
 ED1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1694
 ED1694.The geoid height was determined by GEOID03.
 ED1694
 ED1694;                    North         East     Units Scale Factor Converg.
 ED1694;SPC GA W     -   487,266.936   746,496.866   MT  0.99992664   +0 17 08.4
 ED1694;SPC GA W     - 1,598,641.61  2,449,131.80   sFT  0.99992664   +0 17 08.4
 ED1694;UTM  17      - 3,809,000.435   255,371.228   MT  1.00033770   -1 30 13.9
 ED1694
 ED1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1694!SPC GA W     -   0.99993999  x   0.99992664  =   0.99986664
 ED1694!UTM  17      -   0.99993999  x   1.00033770  =   1.00027767
 ED1694
 ED1694|---------------------------------------------------------------------|
 ED1694| PID    Reference Object                     Distance      Geod. Az  |
 ED1694|                                                           dddmmss.s |
 ED1694| ED1693 BV 069 225 GADT 1975 PTA              6.896 METERS 05042     |
 ED1694| ED1680 LULA                                APPROX. 3.6 KM 1985935.8 |
 ED1694| CZ4400 BV 069 225 AZ MK                                   2045002.5 |
 ED1694|---------------------------------------------------------------------|
 ED1694
 ED1694                          SUPERSEDED SURVEY CONTROL
 ED1694
 ED1694  NAD 83(1986)-  34 23 36.68335(N)    083 39 39.52616(W) AD(       ) 2
 ED1694  NAD 27      -  34 23 36.31572(N)    083 39 39.90189(W) AD(       ) 2
 ED1694  NGVD 29 (07/19/86)  412.     (m)         1352.     (f) VERT ANG       
 ED1694
 ED1694.Superseded values are not recommended for survey control.
 ED1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1694.See file dsdata.txt to determine how the superseded data were derived.
 ED1694
 ED1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5537109000(NAD 83)
 ED1694_MARKER: DD = SURVEY DISK
 ED1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1694+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 ED1694
 ED1694  HISTORY     - Date     Condition        Report By
 ED1694  HISTORY     - 1975     MONUMENTED       GADT
 ED1694  HISTORY     - 20020812 GOOD             GADT
 ED1694
 ED1694                          STATION DESCRIPTION
 ED1694
 ED1694'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1694'THE STATION IS LOCATED IN LULA ON CITY RIGHT OF WAY.
 ED1694'
 ED1694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 ED1694'ROUTE 13) AND STATE ROUTE 51 IN LULA, GO NORTHEAST ALONG
 ED1694'U.S. HIGHWAY 23 (STATE ROUTE 13) FOR 0.15 MILE TO THE JUNCTION
 ED1694'OF BANKS STREET TO THE LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG
 ED1694'BANKS STREET FOR 0.1 MILE TO THE JUNCTION OF CHATTAHOOCHEE STREET
 ED1694'CROSSING.  TURN RIGHT, GOING NORTHEASTERLY ALONG CHATTAHOOCHEE
 ED1694'STREET FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED1694'GOING NORTHEAST ALONG CHATTAHOOCHEE STREET FOR 0.15 MILE TO
 ED1694'THE JUNCTION OF HAMLET STREET FORKING TO THE LEFT AND THE
 ED1694'STATION IN THE FORK OF THE ROADS.
 ED1694'
 ED1694'THE STATION IS LOCATED 20 FEET NORTHWEST OF THE CENTERLINE OF
 ED1694'CHATTAHOOCHEE STREET, 38 FEET EAST OF THE CENTERLINE OF HAMLET
 ED1694'STREET, 32.0 FEET SOUTHWEST OF AN 8 INCH PINE TREE, 74.0 FEET
 ED1694'SOUTH-SOUTHWEST OF A POWER POLE, AND 2.5 FEET SOUTH OF A WITNESS
 ED1694'POST.  IT IS A STANDARD BRASS DISK STAMPED 069-225 1975, SET IN
 ED1694'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED1694'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1694'STANDARD DISK STAMPED 069-225 1975, SET IN AN IRREGULAR MASS
 ED1694'OF CONCRETE APPROXIMATELY 0.66 METER BELOW THE SURFACE OF THE
 ED1694'GROUND.
 ED1694'
 ED1694'THE AZIMUTH MARK IS LOCATED 29 FEET SOUTHEAST OF THE CENTERLINE
 ED1694'OF CHATTAHOOCHEE STREET, 94.0 FEET SOUTH-SOUTHEAST OF A 14 INCH
 ED1694'PINE TREE ON THE NORTHWEST SIDE OF THE ROAD, 70.0 FEET
 ED1694'EAST-SOUTHEAST OF A POWER POLE ON THE NORTHWEST SIDE OF THE
 ED1694'ROAD, 145.0 FEET NORTH-NORTHEAST OF THE NORTHERNMOST CORNER OF
 ED1694'A SCHOOL HOUSE, AND 2.5 FEET NORTHWEST OF A WITNESS POST.  IT IS
 ED1694'A STANDARD DISK STAMPED 069-225 1975 AZMK, SET IN THE TOP OF A
 ED1694'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1694'OF THE GROUND.
 ED1694
 ED1694                          STATION RECOVERY (2002)
 ED1694
 ED1694'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 ED1694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1681 ***********************************************************************
 ED1681  DESIGNATION -  BV 069 226
 ED1681  PID         -  ED1681
 ED1681  STATE/COUNTY-  GA/HALL
 ED1681  USGS QUAD   -  GILLSVILLE (1985)
 ED1681
 ED1681                         *CURRENT SURVEY CONTROL
 ED1681  ___________________________________________________________________
 ED1681* NAD 83(1994)-  34 20 33.40924(N)    083 41 37.10492(W)     ADJUSTED  
 ED1681* NAVD 88     -       344.8    (meters)    1131.     (feet)  VERTCON   
 ED1681  ___________________________________________________________________
 ED1681  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ED1681  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 ED1681
 ED1681  HORZ ORDER  -  SECOND
 ED1681
 ED1681.The horizontal coordinates were established by classical geodetic methods
 ED1681.and adjusted by the National Geodetic Survey in September 1997..
 ED1681
 ED1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1681
 ED1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1681
 ED1681.The geoid height was determined by GEOID03.
 ED1681
 ED1681;                    North         East     Units Scale Factor Converg.
 ED1681;SPC GA W     -   481,605.825   743,520.043   MT  0.99992334   +0 16 00.7
 ED1681;SPC GA W     - 1,580,068.44  2,439,365.34   sFT  0.99992334   +0 16 00.7
 ED1681;UTM  17      - 3,803,432.631   252,217.852   MT  1.00035686   -1 31 13.3
 ED1681
 ED1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1681!SPC GA W     -   0.99995054  x   0.99992334  =   0.99987388
 ED1681!UTM  17      -   0.99995054  x   1.00035686  =   1.00030738
 ED1681
 ED1681:                Primary Azimuth Mark                     Grid Az
 ED1681:SPC GA W     -  BV 069 226 AZ MK                         356 52 20.8
 ED1681:UTM  17      -  BV 069 226 AZ MK                         358 39 34.8
 ED1681
 ED1681|---------------------------------------------------------------------|
 ED1681| PID    Reference Object                     Distance      Geod. Az  |
 ED1681|                                                           dddmmss.s |
 ED1681| CZ4401 BV 069 226 AZ MK                                   3570821.5 |
 ED1681|---------------------------------------------------------------------|
 ED1681
 ED1681                          SUPERSEDED SURVEY CONTROL
 ED1681
 ED1681  NAD 83(1986)-  34 20 33.41632(N)    083 41 37.10580(W) AD(       ) 2
 ED1681  NAD 27      -  34 20 33.04522(N)    083 41 37.48256(W) AD(       ) 2
 ED1681  NGVD 29 (07/19/86)  344.8    (m)         1131.     (f) VERT ANG       
 ED1681
 ED1681.Superseded values are not recommended for survey control.
 ED1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1681.See file dsdata.txt to determine how the superseded data were derived.
 ED1681
 ED1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5221803433(NAD 83)
 ED1681_MARKER: DD = SURVEY DISK
 ED1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1681
 ED1681  HISTORY     - Date     Condition        Report By
 ED1681  HISTORY     - 1975     MONUMENTED       GADT
 ED1681
 ED1681                          STATION DESCRIPTION
 ED1681
 ED1681'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1681'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH-SOUTHWEST
 ED1681'OF LULA, 4 MILES NORTHWEST OF GILLSVILLE, AND 11 MILES WEST OF
 ED1681'HOMER ON THE PROPERTY OF DOUGLAS HARRISON.
 ED1681'
 ED1681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 ED1681'ROUTE 13) AND STATE ROUTE 52, LOCATED APPROXIMATELY 3-1/4 MILES
 ED1681'SOUTHWEST OF LULA, GO SOUTHEAST ALONG STATE ROUTE 52 FOR 0.8
 ED1681'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ALONG
 ED1681'STATE ROUTE 52 FOR 0.2 MILE TO THE JUNCTION OF A DIRT DRIVEWAY
 ED1681'TO THE RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ALONG THE
 ED1681'DRIVEWAY PASSING BETWEEN TWO CHICKEN HOUSES, FOR 0.2 MILE TO THE
 ED1681'STATION.
 ED1681'
 ED1681'THE STATION IS LOCATED 85.5 FEET SOUTHWEST OF THE WEST CORNER OF
 ED1681'THE CHICKEN HOUSE ON THE LEFT, 45.0 FEET SOUTHWEST OF THE
 ED1681'SOUTHWESTERN POST OF A METAL GATE IN A FENCELINE RUNNING SOUTHWEST
 ED1681'FROM THE CHICKEN HOUSE, 19.0 FEET NORTHEAST OF THE CORNER POST
 ED1681'AT THE JUNCTION OF THE FENCE WITH A NORTH-SOUTH FENCELINE, 41.0
 ED1681'FEET EAST OF THE SOUTHERN POST OF A GAP IN THE NORTH-SOUTH
 ED1681'FENCELINE, AND 3.3 FEET NORTHWEST OF A WITNESS POST SET AT THE
 ED1681'FENCELINE FROM THE CHICKEN HOUSE.  IT IS A STANDARD BRASS DISK
 ED1681'STAMPED 069-226 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1681'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1681'UNDERGROUND STATION IS A STANDARD DISK STAMPED 069-226
 ED1681'1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 ED1681'METER BELOW THE SURFACE OF THE GROUND.
 ED1681'
 ED1681'THE AZIMUTH MARK IS LOCATED 30 FEET NORTHEAST OF THE CENTERLINE
 ED1681'OF STATE ROUTE 52, 26.0 FEET SOUTHEAST OF A POWER POLE, 25.8 FEET
 ED1681'WEST-NORTHWEST OF A 3 INCH BLACKGUM TREE, 34.0 FEET WEST OF A 6
 ED1681'INCH DOGWOOD TREE, AND 2.8 FEET SOUTHWEST OF A WITNESS POST.  IT
 ED1681'IS A STANDARD DISK STAMPED 069-226 1975 AZMK, SET IN THE TOP OF
 ED1681'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1681'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1679 ***********************************************************************
 ED1679  DESIGNATION -  BV 069 227
 ED1679  PID         -  ED1679
 ED1679  STATE/COUNTY-  GA/HALL
 ED1679  USGS QUAD   -  GILLSVILLE (1985)
 ED1679
 ED1679                         *CURRENT SURVEY CONTROL
 ED1679  ___________________________________________________________________
 ED1679* NAD 83(1994)-  34 18 21.02384(N)    083 39 53.03365(W)     ADJUSTED  
 ED1679* NAVD 88     -       321.6    (meters)    1055.     (feet)  VERTCON   
 ED1679  ___________________________________________________________________
 ED1679  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ED1679  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1679
 ED1679  HORZ ORDER  -  SECOND
 ED1679
 ED1679.The horizontal coordinates were established by classical geodetic methods
 ED1679.and adjusted by the National Geodetic Survey in September 1997..
 ED1679
 ED1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1679
 ED1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1679
 ED1679.The geoid height was determined by GEOID03.
 ED1679
 ED1679;                    North         East     Units Scale Factor Converg.
 ED1679;SPC GA W     -   477,539.697   746,199.914   MT  0.99992630   +0 16 58.4
 ED1679;SPC GA W     - 1,566,728.16  2,448,157.55   sFT  0.99992630   +0 16 58.4
 ED1679;UTM  17      - 3,799,283.180   254,770.750   MT  1.00034135   -1 30 09.4
 ED1679
 ED1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1679!SPC GA W     -   0.99995419  x   0.99992630  =   0.99988049
 ED1679!UTM  17      -   0.99995419  x   1.00034135  =   1.00029552
 ED1679
 ED1679:                Primary Azimuth Mark                     Grid Az
 ED1679:SPC GA W     -  LULA ATT MICROWAVE                       003 11 33.9
 ED1679:UTM  17      -  LULA ATT MICROWAVE                       004 58 41.7
 ED1679
 ED1679|---------------------------------------------------------------------|
 ED1679| PID    Reference Object                     Distance      Geod. Az  |
 ED1679|                                                           dddmmss.s |
 ED1679| ED1689 LULA ATT MICROWAVE                  APPROX. 8.4 KM 0032832.3 |
 ED1679| ED1673 MAYSVILLE MUN TANK                  APPROX.11.0 KM 1202744.5 |
 ED1679| CZ4402 BV 069 227 AZ MK                                   2280930.0 |
 ED1679|---------------------------------------------------------------------|
 ED1679
 ED1679                          SUPERSEDED SURVEY CONTROL
 ED1679
 ED1679  NAD 83(1986)-  34 18 21.03064(N)    083 39 53.03427(W) AD(       ) 2
 ED1679  NAD 27      -  34 18 20.65840(N)    083 39 53.41813(W) AD(       ) 2
 ED1679  NGVD 29 (07/19/86)  321.6    (m)         1055.     (f) VERT ANG       
 ED1679
 ED1679.Superseded values are not recommended for survey control.
 ED1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1679.See file dsdata.txt to determine how the superseded data were derived.
 ED1679
 ED1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5477199283(NAD 83)
 ED1679_MARKER: DD = SURVEY DISK
 ED1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1679+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 ED1679
 ED1679  HISTORY     - Date     Condition        Report By
 ED1679  HISTORY     - 1975     MONUMENTED       GADT
 ED1679  HISTORY     - 20060316 GOOD             STRSMA
 ED1679
 ED1679                          STATION DESCRIPTION
 ED1679
 ED1679'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1679'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST OF GILLSVILLE,
 ED1679'5-1/2 MILES SOUTH OF LULA, AND 6-3/4 MILES WEST-NORTHWEST OF
 ED1679'MAYSVILLE ON STATE RIGHT OF WAY.
 ED1679'
 ED1679'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND
 ED1679'STATE ROUTE 323, LOCATED APPROXIMATELY 1-1/4 MILES WEST OF
 ED1679'GILLSVILLE, GO SOUTHWEST ALONG STATE ROUTE 323 FOR 0.55 MILES TO
 ED1679'THE STATION ON THE LEFT.
 ED1679'
 ED1679'THE STATION IS LOCATED ON AN 8 FOOT CUT BANK, 43 FEET SOUTHEAST
 ED1679'OF THE CENTERLINE OF STATE ROUTE 323, 179.5 FEET EAST OF A POWER
 ED1679'POLE ON THE NORTHWEST SIDE OF THE ROAD, 87.0 FEET NORTHEAST OF
 ED1679'AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 191.0 FEET SOUTHWEST OF
 ED1679'A POWER POLE, AND 4.0 FEET NORTHWEST OF A WITNESS POST SET AT
 ED1679'A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 069-227 1975,
 ED1679'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1679'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1679'STANDARD DISK STAMPED 069-227 1975, SET IN AN IRREGULAR MASS
 ED1679'OF CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 ED1679'GROUND.
 ED1679'
 ED1679'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 ED1679'ALONG STATE ROUTE 323 FOR 0.15 MILE TO THE JUNCTION OF COUNTY
 ED1679'ROAD 806 TO THE RIGHT AND THE MARK ON THE RIGHT.  IT IS LOCATED
 ED1679'48 FEET WEST-NORTHWEST OF THE CENTERLINE OF STATE ROUTE 323, 141.0
 ED1679'FEET NORTH OF THE POINT OF INTERSECTION OF THE NORTHWEST EDGE OF
 ED1679'PAVEMENT OF STATE ROUTE 323 AND THE CENTERLINE OF COUNTY ROAD
 ED1679'806, 94.0 FEET NORTH-NORTHEAST OF THE CORNER OF A FENCE, 12.0
 ED1679'FEET NORTH OF A POWER POLE, AND 2.0 FEET SOUTHEAST OF A
 ED1679'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 ED1679'STAMPED 069-227 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1679'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1679
 ED1679                          STATION RECOVERY (2006)
 ED1679
 ED1679'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 ED1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1691 ***********************************************************************
 ED1691  DESIGNATION -  BV 069 229
 ED1691  PID         -  ED1691
 ED1691  STATE/COUNTY-  GA/HALL
 ED1691  USGS QUAD   -  LULA (1985)
 ED1691
 ED1691                         *CURRENT SURVEY CONTROL
 ED1691  ___________________________________________________________________
 ED1691* NAD 83(1994)-  34 27 28.33438(N)    083 42 05.34095(W)     ADJUSTED  
 ED1691* NAVD 88     -       398.     (meters)    1306.     (feet)  VERTCON   
 ED1691  ___________________________________________________________________
 ED1691  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 ED1691  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 ED1691
 ED1691  HORZ ORDER  -  SECOND
 ED1691
 ED1691.The horizontal coordinates were established by classical geodetic methods
 ED1691.and adjusted by the National Geodetic Survey in September 1997..
 ED1691
 ED1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1691
 ED1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1691
 ED1691.The geoid height was determined by GEOID03.
 ED1691
 ED1691;                    North         East     Units Scale Factor Converg.
 ED1691;SPC GA W     -   494,386.783   742,739.780   MT  0.99992251   +0 15 47.5
 ED1691;SPC GA W     - 1,622,000.64  2,436,805.43   sFT  0.99992251   +0 15 47.5
 ED1691;UTM  17      - 3,816,237.292   251,837.002   MT  1.00035917   -1 31 45.4
 ED1691
 ED1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1691!SPC GA W     -   0.99994217  x   0.99992251  =   0.99986469
 ED1691!UTM  17      -   0.99994217  x   1.00035917  =   1.00030132
 ED1691
 ED1691|---------------------------------------------------------------------|
 ED1691| PID    Reference Object                     Distance      Geod. Az  |
 ED1691|                                                           dddmmss.s |
 ED1691| ED1692 BV 069 229 GADT 1975 PTA             26.310 METERS 21033     |
 ED1691| CZ4403 BV 069 229 AZ MK                                   3225813.5 |
 ED1691|---------------------------------------------------------------------|
 ED1691
 ED1691                          SUPERSEDED SURVEY CONTROL
 ED1691
 ED1691  NAD 83(1986)-  34 27 28.34215(N)    083 42 05.34221(W) AD(       ) 2
 ED1691  NAD 27      -  34 27 27.98777(N)    083 42 05.69507(W) AD(       ) 2
 ED1691  NGVD 29 (07/19/86)  398.     (m)         1306.     (f) VERT ANG       
 ED1691
 ED1691.Superseded values are not recommended for survey control.
 ED1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1691.See file dsdata.txt to determine how the superseded data were derived.
 ED1691
 ED1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5183716237(NAD 83)
 ED1691_MARKER: DD = SURVEY DISK
 ED1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1691
 ED1691  HISTORY     - Date     Condition        Report By
 ED1691  HISTORY     - 1975     MONUMENTED       GADT
 ED1691
 ED1691                          STATION DESCRIPTION
 ED1691
 ED1691'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1691'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST-SOUTHEAST
 ED1691'OF CLERMONT, 5-1/4 MILES NORTH-NORTHWEST OF LULA, AND 7-1/4 MILES
 ED1691'WEST OF ALTO ON COUNTY RIGHT OF WAY.
 ED1691'
 ED1691'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CLERMONT,
 ED1691'GO SOUTH ALONG STATE ROUTE 284 FOR 0.05 MILE TO THE JUNCTION OF
 ED1691'STATE ROUTE 283 TO THE LEFT.  TURN LEFT, GOING EASTERLY ALONG
 ED1691'STATE ROUTE 283 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY
 ED1691'129 (STATE ROUTE 11) CROSSING.  CONTINUE GOING EAST ALONG STATE
 ED1691'ROUTE 283 FOR 1.95 MILES TO THE JUNCTION OF SKITT MOUNTAIN ROAD
 ED1691'(COUNTY ROAD 92690) CROSSING AND COUNTY ROAD 943 FORKING TO THE
 ED1691'LEFT.  TURN LEFT, GOING SOUTHEAST ALONG COUNTY ROAD 943 FOR
 ED1691'1.25 MILES TO THE JUNCTION OF FORESTER ROAD (COUNTY ROAD 947)
 ED1691'TO THE LEFT.  CONTINUE SOUTHEAST ALONG COUNTY ROAD 943 FOR
 ED1691'0.75 MILE TO THE JUNCTION OF PERSIMMON TREE ROAD (COUNTY ROAD
 ED1691'945) TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 ED1691'GOING SOUTHEAST ALONG COUNTY ROAD 943 FOR 0.15 MILE TO THE
 ED1691'STATION ON THE LEFT.
 ED1691'
 ED1691'THE STATION IS LOCATED 37 FEET EAST OF THE CENTERLINE OF COUNTY
 ED1691'ROAD 943, 62.4 FEET EAST-NORTHEAST OF A FENCE CORNER ON THE WEST
 ED1691'SIDE OF THE ROAD, 69.4 FEET NORTHEAST OF THE NORTH END OF AN 18
 ED1691'INCH CULVERT DRAIN PIPE ON THE WEST SIDE OF THE ROAD UNDER AN
 ED1691'ACCESS DRIVE TO A FIELD, 86.0 FEET NORTHEAST OF THE SOUTH END OF
 ED1691'THE 18 INCH CULVERT DRAIN PIPE, 28.0 FEET SOUTHWEST OF 26 INCH
 ED1691'SHORT LEAF PINE TREES, 63.0 FEET NORTH-NORTHWEST OF AN 18 INCH
 ED1691'PINE TREE, AND 3.2 FEET WEST OF A WITNESS POST.  IT IS A
 ED1691'STANDARD BRASS DISK STAMPED 069-229 1975, SET IN THE TOP OF A
 ED1691'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1691'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1691'069-229 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1691'APPROXIMATELY 0.67 METER BELOW THE SURFACE OF THE GROUND.
 ED1691'
 ED1691'THE AZIMUTH MARK IS LOCATED 67 FEET SOUTH-SOUTHWEST OF THE
 ED1691'CENTERLINE OF COUNTY ROAD 943, 32.5 FEET WEST-NORTHWEST OF THE
 ED1691'CENTERLINE OF PERSIMMON TREE ROAD, 74.6 FEET WEST OF A ROAD NAME
 ED1691'POST IN THE SOUTH QUADRANT OF THE INTERSECTION, 6.2 FEET
 ED1691'EAST-SOUTHEAST OF A POWER POLE, AND 2.4 FEET EAST-SOUTHEAST OF A
 ED1691'WITNESS POST.  IT IS A STANDARD DISK STAMPED 069-229 1975 AZMK,
 ED1691'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1691'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2226 ***********************************************************************
 DF2226  DESIGNATION -  BV 070 200
 DF2226  PID         -  DF2226
 DF2226  STATE/COUNTY-  GA/HANCOCK
 DF2226  USGS QUAD   -  WHITE PLAINS (1981)
 DF2226
 DF2226                         *CURRENT SURVEY CONTROL
 DF2226  ___________________________________________________________________
 DF2226* NAD 83(1994)-  33 26 05.85528(N)    083 00 40.49927(W)     ADJUSTED  
 DF2226* NAVD 88     -       215.     (meters)     705.     (feet)  VERTCON   
 DF2226  ___________________________________________________________________
 DF2226  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DF2226  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DF2226
 DF2226  HORZ ORDER  -  SECOND
 DF2226
 DF2226.The horizontal coordinates were established by classical geodetic methods
 DF2226.and adjusted by the National Geodetic Survey in September 1997..
 DF2226
 DF2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2226
 DF2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2226
 DF2226.The geoid height was determined by GEOID03.
 DF2226
 DF2226;                    North         East     Units Scale Factor Converg.
 DF2226;SPC GA E     -   381,156.161   121,467.274   MT  0.99997601   -0 27 55.4
 DF2226;SPC GA E     - 1,250,509.84    398,513.88   sFT  0.99997601   -0 27 55.4
 DF2226;UTM  17      - 3,701,316.896   313,029.516   MT  1.00003101   -1 06 30.6
 DF2226
 DF2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2226!SPC GA E     -   0.99997068  x   0.99997601  =   0.99994669
 DF2226!UTM  17      -   0.99997068  x   1.00003101  =   1.00000168
 DF2226
 DF2226|---------------------------------------------------------------------|
 DF2226| PID    Reference Object                     Distance      Geod. Az  |
 DF2226|                                                           dddmmss.s |
 DF2226| DF2225 BV 070 200 GADT 1976 PTA             20.443 METERS 08111     |
 DF2226| DF3292 BV 070 200 AZ MK                                   2735704.8 |
 DF2226|---------------------------------------------------------------------|
 DF2226
 DF2226                          SUPERSEDED SURVEY CONTROL
 DF2226
 DF2226  NAD 83(1986)-  33 26 05.86050(N)    083 00 40.49770(W) AD(       ) 2
 DF2226  NAD 27      -  33 26 05.37445(N)    083 00 40.96331(W) AD(       ) 2
 DF2226  NGVD 29 (07/19/86)  215.     (m)          705.     (f) VERT ANG       
 DF2226
 DF2226.Superseded values are not recommended for survey control.
 DF2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2226.See file dsdata.txt to determine how the superseded data were derived.
 DF2226
 DF2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1303001317(NAD 83)
 DF2226_MARKER: DD = SURVEY DISK
 DF2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2226
 DF2226  HISTORY     - Date     Condition        Report By
 DF2226  HISTORY     - 1976     MONUMENTED       GADT
 DF2226
 DF2226                          STATION DESCRIPTION
 DF2226
 DF2226'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2226'THE STATION IS ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF WHITE
 DF2226'PLAINS, 8 MILES WEST OF POWELTON, AND 9 MILES EAST-SOUTHEAST
 DF2226'OF VEAZY ON THE PROPERTY OF O. L. MORGAN.
 DF2226'
 DF2226'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 (STATE
 DF2226'ROUTE 77) AND COUNTY ROAD 81 TO THE WEST AND COUNTY ROAD 92131
 DF2226'TO THE EAST LOCATED APPROXIMATELY 200 FEET EAST OF THE US POST
 DF2226'OFFICE IN WHITE PLAINS, GO SOUTH ALONG STATE ROUTE 15 FOR 2.75
 DF2226'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 11 FORKING TO THE
 DF2226'LEFT. TURN LEFT GOING EASTERLY ALONG COUNTY ROAD 11 FOR 0.8
 DF2226'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 12 TO THE RIGHT.
 DF2226'CONTINUE GOING EASTERLY ALONG COUNTY ROAD 11 FOR 1.2 MILES TO
 DF2226'THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING EASTERLY ALONG
 DF2226'COUNTY ROAD 11 FOR 0.2 MILE TO THE MT. STEPHENS BAPTIST
 DF2226'CHURCH AND THE STATION ON THE RIGHT.
 DF2226'
 DF2226'THE STATION IS LOCATED 48 FEET SOUTH OF THE CENTERLINE OF
 DF2226'COUNTY ROAD 11, 310 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 DF2226'OF THE CENTER LINES OF PAVED COUNTY ROAD 11 AND DIRT COUNTY
 DF2226'ROAD 10, 36.5 FEET WEST OF A 12 INCH HICKORY TREE, 93.8 FEET
 DF2226'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 DF2226'60.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 DF2226'BUILDING, AND 2.9 FEET SOUTH OF A WITNESS POST. IT IS A
 DF2226'STANDARD BRASS DISK STAMPED---070-200 1976---, SET IN THE TOP
 DF2226'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2226'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF2226'DISK STAMPED---066-200 1976---, SET IN AN IRREGULAR MASS OF
 DF2226'CONCRETE APPROXIMATELY 0.95 METER BELOW THE SURFACE OF THE
 DF2226'GROUND.
 DF2226'
 DF2226'THE AZIMUTH MARK IS LOCATED 43 FEET SOUTH-SOUTHWEST OF THE
 DF2226'CENTER LINE OF COUNTY ROAD 11, 241.3 FEET EAST-SOUTHEAST OF A
 DF2226'POWER POLE, 193.7 FEET WEST-NORTHWEST OF A POWER POLE, 88.0
 DF2226'FEET SOUTH OF A 14 INCH OAK TREE ON THE NORTH SIDE OF THE ROAD,
 DF2226'AND 2.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST. IT IS A
 DF2226'STANDARD DISK STAMPED---070-200 1976 AZMK---, SET IN THE TOP
 DF2226'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF2226'SURFACE OF THE GROUND.
 DF2226'
 DF2226'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2231 ***********************************************************************
 DF2231  DESIGNATION -  BV 070 201
 DF2231  PID         -  DF2231
 DF2231  STATE/COUNTY-  GA/HANCOCK
 DF2231  USGS QUAD   -  WHITE PLAINS (1981)
 DF2231
 DF2231                         *CURRENT SURVEY CONTROL
 DF2231  ___________________________________________________________________
 DF2231* NAD 83(1994)-  33 24 14.16238(N)    083 02 19.78401(W)     ADJUSTED  
 DF2231* NAVD 88     -       161.     (meters)     528.     (feet)  VERTCON   
 DF2231  ___________________________________________________________________
 DF2231  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DF2231  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DF2231
 DF2231  HORZ ORDER  -  SECOND
 DF2231
 DF2231.The horizontal coordinates were established by classical geodetic methods
 DF2231.and adjusted by the National Geodetic Survey in September 1997..
 DF2231
 DF2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2231
 DF2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2231
 DF2231.The geoid height was determined by GEOID03.
 DF2231
 DF2231;                    North         East     Units Scale Factor Converg.
 DF2231;SPC GA E     -   377,736.385   118,873.931   MT  0.99998112   -0 28 48.7
 DF2231;SPC GA E     - 1,239,290.12    390,005.56   sFT  0.99998112   -0 28 48.7
 DF2231;UTM  17      - 3,697,926.233   310,397.813   MT  1.00004323   -1 07 22.0
 DF2231
 DF2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2231!SPC GA E     -   0.99997914  x   0.99998112  =   0.99996026
 DF2231!UTM  17      -   0.99997914  x   1.00004323  =   1.00002237
 DF2231
 DF2231|---------------------------------------------------------------------|
 DF2231| PID    Reference Object                     Distance      Geod. Az  |
 DF2231|                                                           dddmmss.s |
 DF2231| DF2230 BV 070 201 GADT PTA                  22.969 METERS 11543     |
 DF2231| DF3293 BV 070 201 AZ MK                                   3413815.9 |
 DF2231|---------------------------------------------------------------------|
 DF2231
 DF2231                          SUPERSEDED SURVEY CONTROL
 DF2231
 DF2231  NAD 83(1986)-  33 24 14.16723(N)    083 02 19.78239(W) AD(       ) 2
 DF2231  NAD 27      -  33 24 13.66965(N)    083 02 20.24271(W) AD(       ) 2
 DF2231  NGVD 29 (07/19/86)  161.     (m)          528.     (f) VERT ANG       
 DF2231
 DF2231.Superseded values are not recommended for survey control.
 DF2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2231.See file dsdata.txt to determine how the superseded data were derived.
 DF2231
 DF2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1039897926(NAD 83)
 DF2231_MARKER: DD = SURVEY DISK
 DF2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2231
 DF2231  HISTORY     - Date     Condition        Report By
 DF2231  HISTORY     - 1976     MONUMENTED       GADT
 DF2231
 DF2231                          STATION DESCRIPTION
 DF2231
 DF2231'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2231'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF WHITE PLAINS, 9 MILES
 DF2231'SOUTHEAST OF VEASY, AND 9-3/4 MILES NORTH-NORTHWEST OF SPARTA
 DF2231'ON STATE RIGHT OF WAY.
 DF2231'
 DF2231'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 (STATE
 DF2231'ROUTE 77), COUNTY ROAD 81, AND COUNTY ROAD 92131 LOCATED
 DF2231'APPROXIMATELY 200 FEET EAST OF THE US POST OFFICE IN WHITE
 DF2231'PLAINS, GO SOUTH ALONG STATE ROUTE 15 (STATE ROUTE 77) FOR 1.4
 DF2231'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 82 REVERSE FORKING TO
 DF2231'THE LEFT. CONTINUE GOING SOUTH ALONG STATE ROUTE 15 FOR 1.6
 DF2231'MILES TO THE SOUTH END OF A BRIDGE OVER COPELAND CREEK.
 DF2231'CONTINUE GOING SOUTH ALONG STATE ROUTE 15 FOR 1.15 MILES TO
 DF2231'THE JUNCTION OF DIRT COUNTY ROAD 12 TO THE LEFT. CONTINUE
 DF2231'GOING
 DF2231'ON THE LEFT. CONTINUE GOING SOUTH ALONG STATE ROUTE
 DF2231'15 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF2231'
 DF2231'THE STATION IS LOCATED 33 FEET WEST-SOUTHWEST OF THE CENTER LINE
 DF2231'OF STATE ROUTE 15 (STATE ROUTE 77), 42.8 FEET SOUTHEAST OF A 24
 DF2231'INCH PINE TREE, 50.5 FEET NORTHEAST OF A 24 INCH PINE TREE WITH
 DF2231'A FORK ABOUT 10 FEET ABOVE THE GROUND, 172.5 FEET NORTHWEST OF
 DF2231'A 15 INCH PINE TREE WITH A CONTINENTAL CAN COMPANY SIGN ATTACHED
 DF2231'AND A PAINTED WHITE BAND ON THE EAST SIDE OF THE HIGHWAY, AND
 DF2231'3.9 FEET EAST-NORTHEAST OF A WITNESS POST. IT IS A STANDARD
 DF2231'BRASS DISK STAMPED---070-201 1976---, SET IN THE TOP OF A 10
 DF2231'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2231'THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2231'STAMPED---070-201 1976---, SET IN AN IRREGULAR MASS OF
 DF2231'CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 DF2231'GROUND.
 DF2231'
 DF2231'THE AZIMUTH MARK IS LOCATED 34 FEET EAST-NORTHEAST OF THE
 DF2231'CENTER LINE OF STATE ROUTE 15 (STATE ROUTE 77), 90.7 FEET SOUTH
 DF2231'OF A POWER POLE, 173.3 FEET NORTH-NORTHWEST OF A POWER POLE
 DF2231'WITH A TRANSFORMER ATTACHED, 221.4 FEET NORTH OF THE NORTH END
 DF2231'OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE
 DF2231'EAST TO A BRICK HOUSE, 34.8 FEET WEST OF A 15 INCH PINE TREE
 DF2231'WITH A CONTINENTAL CAN COMPANY SIGN ATTACHED AND 2 PAINTED
 DF2231'WHITE BANDS, AND 3.0 FEET WEST-SOUTHWEST OF A WITNESS POST.
 DF2231'IT IS A STANDARD DISK STAMPED---070-201 1976 AZMK---, SET IN
 DF2231'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF2231'BELOW THE SURFACE OFTHE GROUND.
 DF2231'
 DF2231'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1805 ***********************************************************************
 DF1805  DESIGNATION -  BV 070 202
 DF1805  PID         -  DF1805
 DF1805  STATE/COUNTY-  GA/HANCOCK
 DF1805  USGS QUAD   -  SPARTA NW (1981)
 DF1805
 DF1805                         *CURRENT SURVEY CONTROL
 DF1805  ___________________________________________________________________
 DF1805* NAD 83(1994)-  33 22 48.09656(N)    082 59 02.46923(W)     ADJUSTED  
 DF1805* NAVD 88     -       172.     (meters)     564.     (feet)  VERTCON   
 DF1805  ___________________________________________________________________
 DF1805  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DF1805  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF1805
 DF1805  HORZ ORDER  -  SECOND
 DF1805
 DF1805.The horizontal coordinates were established by classical geodetic methods
 DF1805.and adjusted by the National Geodetic Survey in September 1997..
 DF1805
 DF1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1805
 DF1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1805
 DF1805.The geoid height was determined by GEOID03.
 DF1805
 DF1805;                    North         East     Units Scale Factor Converg.
 DF1805;SPC GA E     -   375,043.577   123,951.495   MT  0.99997128   -0 26 59.0
 DF1805;SPC GA E     - 1,230,455.47    406,664.20   sFT  0.99997128   -0 26 59.0
 DF1805;UTM  17      - 3,695,176.515   315,445.147   MT  1.00001994   -1 05 30.8
 DF1805
 DF1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1805!SPC GA E     -   0.99997742  x   0.99997128  =   0.99994870
 DF1805!UTM  17      -   0.99997742  x   1.00001994  =   0.99999736
 DF1805
 DF1805:                Primary Azimuth Mark                     Grid Az
 DF1805:SPC GA E     -  BV 070 202 AZ MK                         042 48 42.2
 DF1805:UTM  17      -  BV 070 202 AZ MK                         043 27 14.0
 DF1805
 DF1805|---------------------------------------------------------------------|
 DF1805| PID    Reference Object                     Distance      Geod. Az  |
 DF1805|                                                           dddmmss.s |
 DF1805| DF2857 BV 070 202 AZ MK                                   0422143.2 |
 DF1805| DF2244 NEEL                                APPROX. 4.0 KM 2310114.7 |
 DF1805| DF1806 BV 070 202 GADT PTA                  18.544 METERS 28708     |
 DF1805|---------------------------------------------------------------------|
 DF1805
 DF1805                          SUPERSEDED SURVEY CONTROL
 DF1805
 DF1805  NAD 83(1986)-  33 22 48.10141(N)    082 59 02.46764(W) AD(       ) 2
 DF1805  NAD 27      -  33 22 47.59939(N)    082 59 02.93525(W) AD(       ) 2
 DF1805  NGVD 29 (07/19/86)  172.     (m)          564.     (f) VERT ANG       
 DF1805
 DF1805.Superseded values are not recommended for survey control.
 DF1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1805.See file dsdata.txt to determine how the superseded data were derived.
 DF1805
 DF1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1544595177(NAD 83)
 DF1805_MARKER: DD = SURVEY DISK
 DF1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1805
 DF1805  HISTORY     - Date     Condition        Report By
 DF1805  HISTORY     - 1976     MONUMENTED       GADT
 DF1805
 DF1805                          STATION DESCRIPTION
 DF1805
 DF1805'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1805'THE STATION IS ABOUT 7 MILES NORTH OF SPARTA, 7 MILES WEST-
 DF1805'SOUTHWEST OF POWELTON, AND 7 MILES SOUTH-SOUTHEAST OF WHITE
 DF1805'PLAINS ON THE PROPERTY OF MR. LOVEJOY.
 DF1805'
 DF1805'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15
 DF1805'(STATE ROUTE 77), PAVED COUNTY ROAD 92131, AND DIRT COUNTY
 DF1805'ROAD 81 LOCATED APPROXIMATELY 200 FEET EAST OF THE US POST
 DF1805'OFFICE IN WHITE PLAINS, GO SOUTH ON STATE ROUTE 15 FOR 3.1
 DF1805'MILES TO A BRIDGE OVER COPELAND CREEK, CONTINUE GOING SOUTH
 DF1805'ALONG STATE ROUTE 15 FOR 3.95 MILES TO THE JUNCTION OF DIRT
 DF1805'COUNTY ROAD 13 TO THE LEFT AND STATE ROUTE 77 TO THE RIGHT.
 DF1805'TURN LEFT GOING EAST ALONG DIRT COUNTY ROAD 13 FOR 2.4 MILES
 DF1805'TO THE STATION ON THE RIGHT.
 DF1805'
 DF1805'THE STATION IS LOCATED 20.5 FEET SOUTH-SOUTHEAST OF THE CENTER
 DF1805'LINE OF DIRT COUNTY ROAD 13, 155.0 FEET NORTHEAST OF THE
 DF1805'EASTERN MOST POST OF A GATE, 155.0 FEET WEST-SOUTHWEST OF A
 DF1805'BRACED FENCE CORNER POST, A5D 1.8 FEET NO9TH-NORTHWEST OF A
 DF1805'WITNESS POST SET AT A FENCE LINE. IT IS A STANDARD BRASS DISK
 DF1805'STAMPED---070-202 1976---, SET IN THE TOP OF A 10 INCH
 DF1805'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1805'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1805'STAMPED---070-202 1976---, SET IN AN IRREGULAR MASS OF
 DF1805'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE
 DF1805'GROUND.
 DF1805'
 DF1805'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 DF1805'ALONG COUNTY ROAD 13 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 DF1805'RIGHT. IT IS LOCATED 20 FEET EAST-SOUTHEAST OF THE CENTER LINE
 DF1805'OF DIRT COUNTY ROAD 13, 26.5 FEET SOUTH OF A 6 INCH PINE TREE
 DF1805'WITH A (S) SHAPED BASE, 131.5 FEET SOUTH-SOUTHEAST OF A POWER
 DF1805'POLE, AND 2.3 FEET WEST-NORTHWEST OF A WITNESS POST. IT IS A
 DF1805'STANDARD DISK STAMPED---070-202 1976 AZMK---, SET IN THE TOP
 DF1805'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1805'SURFACE OF THE GROUND.
 DF1805'
 DF1805'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1804 ***********************************************************************
 DF1804  DESIGNATION -  BV 070 203
 DF1804  PID         -  DF1804
 DF1804  STATE/COUNTY-  GA/HANCOCK
 DF1804  USGS QUAD   -  SPARTA NW (1981)
 DF1804
 DF1804                         *CURRENT SURVEY CONTROL
 DF1804  ___________________________________________________________________
 DF1804* NAD 83(1994)-  33 23 41.02440(N)    082 56 00.20269(W)     ADJUSTED  
 DF1804* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 DF1804  ___________________________________________________________________
 DF1804  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 DF1804  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DF1804
 DF1804  HORZ ORDER  -  SECOND
 DF1804
 DF1804.The horizontal coordinates were established by classical geodetic methods
 DF1804.and adjusted by the National Geodetic Survey in September 1997..
 DF1804
 DF1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1804
 DF1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1804
 DF1804.The geoid height was determined by GEOID03.
 DF1804
 DF1804;                    North         East     Units Scale Factor Converg.
 DF1804;SPC GA E     -   376,638.279   128,674.321   MT  0.99996270   -0 25 19.3
 DF1804;SPC GA E     - 1,235,687.42    422,159.00   sFT  0.99996270   -0 25 19.3
 DF1804;UTM  17      - 3,696,718.240   320,185.753   MT  0.99999864   -1 03 52.0
 DF1804
 DF1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1804!SPC GA E     -   0.99997586  x   0.99996270  =   0.99993857
 DF1804!UTM  17      -   0.99997586  x   0.99999864  =   0.99997450
 DF1804
 DF1804|---------------------------------------------------------------------|
 DF1804| PID    Reference Object                     Distance      Geod. Az  |
 DF1804|                                                           dddmmss.s |
 DF1804| DF1803 BV 070 203 GADT PTA                  13.019 METERS 10931     |
 DF1804| DF2858 BV 070 203 AZ MK                                   3403930.4 |
 DF1804|---------------------------------------------------------------------|
 DF1804
 DF1804                          SUPERSEDED SURVEY CONTROL
 DF1804
 DF1804  NAD 83(1986)-  33 23 41.02918(N)    082 56 00.20112(W) AD(       ) 2
 DF1804  NAD 27      -  33 23 40.52519(N)    082 56 00.67340(W) AD(       ) 2
 DF1804  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 DF1804
 DF1804.Superseded values are not recommended for survey control.
 DF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1804.See file dsdata.txt to determine how the superseded data were derived.
 DF1804
 DF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2018696718(NAD 83)
 DF1804_MARKER: DD = SURVEY DISK
 DF1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1804
 DF1804  HISTORY     - Date     Condition        Report By
 DF1804  HISTORY     - 1976     MONUMENTED       GADT
 DF1804
 DF1804                          STATION DESCRIPTION
 DF1804
 DF1804'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1804'THE STATION IS ABOUT 4 MILES WEST-SOUTHWEST OF POWELTON, 6-1/2
 DF1804'MILES NORTH-NORTHWEST OF CULVERTON, AND 8 MILES SOUTHEAST OF
 DF1804'WHITE PLAINS ON COUNTY RIGHT OF WAY.
 DF1804'
 DF1804'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 DF1804'STATE ROUTE 22 LOCATED ABOUT 2-1/2 MILES NORTH OF SPARTA, GO
 DF1804'NORTHEASTERLY ALONG STATE ROUTE 22 FOR 3.7 MILES TO THE JUNCTION
 DF1804'OF PAVED COUNTY ROAD 25 TO THE RIGHT. CONTINUE GOING
 DF1804'NORTHEASTERLY ALONG STATE ROUTE 22 FOR 1.35 MILES TO THE
 DF1804'JUNCTION OF PAVED COUNTY ROAD 92131 CROSSING. TURN LEFT GOING
 DF1804'NORTHWESTERLY ALONG COUNTY ROAD 92131 FOR 2.0 MILES TO THE
 DF1804'STATION ON THE LEFT.
 DF1804'
 DF1804'THE STATION IS LOCATED 46 FEET WEST-SOUTHWEST OF THE CENTER
 DF1804'LINE OF THE ROAD, 97.0 FEET SOUTHWEST OF A RIGHT OF WAY MARKER
 DF1804'ON THE EAST SIDE OF THE ROAD, 83.0 FEET WEST OF ANOTHER RIGHT
 DF1804'OF WAY MARKER ON THE EAST SIDE OF THE ROAD AT THE SOUTHERN MOST
 DF1804'OFF-SET CORNER POST OF A CEMETERY ON THE EAST SIDE OF THE ROAD,
 DF1804'101.0 FEET WEST-NORTHWEST OF THE NORTHEAST END OF A 15 INCH
 DF1804'CORRUGATED METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST
 DF1804'TO THE MYLES RESIDENCE, 133.4 FEET SOUTH-SOUTHWEST OF A POWER
 DF1804'POLE ON THE EAST SIDE OF THE ROAD, AND 3.0 FEET NORTHEAST OF
 DF1804'A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---070-203
 DF1804'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1804'POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1804'UNDERGROUND STATION IS A STANDARD DISK STAMPED---070-203
 DF1804'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1804'0.89 METER BELOW THE SURFACE OF THE GROUND.
 DF1804'
 DF1804'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1804'NORTHEASTERLY ALONG COUNTY ROAD 92131 FOR 0.3 MILE TO THE
 DF1804'AZIMUTH MARK ON THE RIGHT. IT IS LOCATED 53 FEET EAST-NORTHEAST
 DF1804'OF THE CENTERLINE OF THE ROAD, 133.0 FEET EAST-NORTHEAST OF THE
 DF1804'SOUTHEAST CORNER OF AN ASBESTOS SIDING HOUSE ON THE WEST SIDE
 DF1804'OF THE ROAD, 166.5 FEET SOUTHEAST OF THE SOUTH END OF A 15 INCH
 DF1804'CORRUGATED METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE
 DF1804'SOUTHWEST TO A BRICK HOUSE, 16.0 FEET SOUTHEAST OF A
 DF1804'UNDERGROUND TELEPHONE CABLE PEDESTAL, 27.3 FEET SOUTH OF A
 DF1804'RIGHT OF WAY MARKER, AND 3.8 FEET SOUTH OF A WITNESS POST
 DF1804'SET AT A POWER POLE WITH A TRANSFORMER ATTACHED. IT IS A
 DF1804'STANDARD DISK STAMPED---070-203 1976 AZMK---, SET
 DF1804'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1804'BELOW THE SURFACE OF THE GROUND.
 DF1804'
 DF1804'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1784 ***********************************************************************
 DF1784  DESIGNATION -  BV 070 204
 DF1784  PID         -  DF1784
 DF1784  STATE/COUNTY-  GA/HANCOCK
 DF1784  USGS QUAD   -  JEWELL (1987)
 DF1784
 DF1784                         *CURRENT SURVEY CONTROL
 DF1784  ___________________________________________________________________
 DF1784* NAD 83(1994)-  33 21 35.76296(N)    082 50 23.79430(W)     ADJUSTED  
 DF1784* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 DF1784  ___________________________________________________________________
 DF1784  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DF1784  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DF1784
 DF1784  HORZ ORDER  -  SECOND
 DF1784
 DF1784.The horizontal coordinates were established by classical geodetic methods
 DF1784.and adjusted by the National Geodetic Survey in September 1997..
 DF1784
 DF1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1784
 DF1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1784
 DF1784.The geoid height was determined by GEOID03.
 DF1784
 DF1784;                    North         East     Units Scale Factor Converg.
 DF1784;SPC GA E     -   372,719.291   137,342.585   MT  0.99994839   -0 22 12.9
 DF1784;SPC GA E     - 1,222,829.87    450,598.13   sFT  0.99994839   -0 22 12.9
 DF1784;UTM  17      - 3,692,702.260   328,809.766   MT  0.99996132   -1 00 43.3
 DF1784
 DF1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1784!SPC GA E     -   0.99997653  x   0.99994839  =   0.99992492
 DF1784!UTM  17      -   0.99997653  x   0.99996132  =   0.99993785
 DF1784
 DF1784:                Primary Azimuth Mark                     Grid Az
 DF1784:SPC GA E     -  BV 070 204 AZ MK                         037 41 57.7
 DF1784:UTM  17      -  BV 070 204 AZ MK                         038 20 28.1
 DF1784
 DF1784|---------------------------------------------------------------------|
 DF1784| PID    Reference Object                     Distance      Geod. Az  |
 DF1784|                                                           dddmmss.s |
 DF1784| DF2859 BV 070 204 AZ MK                                   0371944.8 |
 DF1784|---------------------------------------------------------------------|
 DF1784
 DF1784                          SUPERSEDED SURVEY CONTROL
 DF1784
 DF1784  NAD 83(1986)-  33 21 35.76770(N)    082 50 23.79322(W) AD(       ) 2
 DF1784  NAD 27      -  33 21 35.25815(N)    082 50 24.29093(W) AD(       ) 2
 DF1784  NGVD 29 (07/19/86)  177.9    (m)          584.     (f) VERT ANG       
 DF1784
 DF1784.Superseded values are not recommended for survey control.
 DF1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1784.See file dsdata.txt to determine how the superseded data were derived.
 DF1784
 DF1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2881092702(NAD 83)
 DF1784_MARKER: DD = SURVEY DISK
 DF1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1784
 DF1784  HISTORY     - Date     Condition        Report By
 DF1784  HISTORY     - 1976     MONUMENTED       GADT
 DF1784
 DF1784                          STATION DESCRIPTION
 DF1784
 DF1784'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1784'THE STATION IS ABOUT 2 MILES WEST OF MAYFIELD, 5-1/2 MILES
 DF1784'NORTHWEST OF JEWELL, AND 4-3/4 MILES SOUTH-SOUTHEAST OF POWELTON
 DF1784'ON A LOT OCCUPIED BY ERNEST THOMAS OWNED BY ECCO INC.  ECCO INC.
 DF1784'MANAGEMENT SHOULD BE CONTACTED AT 404-465-3201 FOR PERMISSION
 DF1784'TO VISIT THE STATION.
 DF1784'
 DF1784'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 DF1784'STATE ROUTE 22 LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF
 DF1784'SPARTA, GO NORTHEASTERLY ALONG STATE ROUTE 22 FOR 3.7 MILES TO
 DF1784'THE JUNCTION OF PAVED COUNTY ROAD 25 TO THE RIGHT. CONTINUE
 DF1784'GOING NORTH ALONG STATE ROUTE 22 FOR 1.35 MILES TO THE JUNCTION
 DF1784'OF PAVED COUNTY ROAD 92131 CROSSING. TURN RIGHT GOING EAST ALONG
 DF1784'COUNTY ROAD 92131 FOR 4.75 MILES TO ITS TERMINATION AT THE
 DF1784'JUNCTION OF PAVED COUNTY ROAD 91568 CROSSING. TURN RIGHT GOING
 DF1784'SOUTHEAST ALONG COUNTY ROAD 91568 FOR 0.65 MILE TO THE
 DF1784'JUNCTION OF DIRT COUNTY ROAD 32 TO THE RIGHT. TURN RIGHT GOING
 DF1784'SOUTH ALONG COUNTY ROAD 32 FOR 0.2 MILE TO THE AZIMUTH
 DF1784'MARK ON THE LEFT. CONTINUE SOUTH ALONG COUNTY ROAD 32 FOR
 DF1784'0.25 MILE TO A BROWN AND WHITE MOBILE HOME OCCUPIED BY MR.
 DF1784'ERNEST THOMAS AND THE STATION ON THE LEFT.
 DF1784'
 DF1784'THE STATION IS LOCATED 46 FEET EAST-SOUTHEAST OF THE CENTER LINE
 DF1784'OF DIRT COUNTY ROAD 32, 32.3 FEET EAST-NORTHEAST OF AN
 DF1784'UNDERGROUND TELEPHONE CABLE PEDESTAL AT THE CORNER OF A FENCE,
 DF1784'36.7 FEET NORTH OF A POWER POLE WITH A TRANSFORMER ATTACHED,
 DF1784'108.4 FEET WEST OF A POWER POLE AT THE SOUTHEAST CORNER OF THE
 DF1784'MOBILE HOME, 170.8 FEET EAST-SOUTHEAST OF A 14 INCH PECAN TREE
 DF1784'ON THE WEST SIDE OF THE ROAD, AND 3.0 FEET NORTHWEST OF A
 DF1784'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---070-204
 DF1784'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1784'POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1784'UNDERGROUND STATION IS A STANDARD DISK STAMPED---070-204
 DF1784'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1784'0.95 METER BELOW THE SURFACE OF THE GROUND.
 DF1784'
 DF1784'THE AZIMUTH MARK IS LOCATED 25 FEET SOUTHEAST OF THE CENTER
 DF1784'LINE OF DIRT COUNTY ROAD 32, 65.0 FEET EAST-SOUTHEAST OF AN 8
 DF1784'INCH WATER OAK TREE ON THE NORTHWEST SIDE OF THE ROAD, 2.5 FEET
 DF1784'SOUTHEAST OF A FENCELINE, AND 3.0 FEET SOUTHEAST OF A WITNESS
 DF1784'POST. IT IS A STANDARD DISK STAMPED---070-204 1976 AZMK---,
 DF1784'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1784'BELOW THE SURFACE OF THE GROUND.
 DF1784'
 DF1784'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2246 ***********************************************************************
 DF2246  DESIGNATION -  BV 070 209
 DF2246  PID         -  DF2246
 DF2246  STATE/COUNTY-  GA/HANCOCK
 DF2246  USGS QUAD   -  SHOULDERBONE (1972)
 DF2246
 DF2246                         *CURRENT SURVEY CONTROL
 DF2246  ___________________________________________________________________
 DF2246* NAD 83(1994)-  33 18 36.12826(N)    083 01 26.62374(W)     ADJUSTED  
 DF2246* NAVD 88     -       163.     (meters)     535.     (feet)  VERTCON   
 DF2246  ___________________________________________________________________
 DF2246  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DF2246  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DF2246
 DF2246  HORZ ORDER  -  SECOND
 DF2246
 DF2246.The horizontal coordinates were established by classical geodetic methods
 DF2246.and adjusted by the National Geodetic Survey in September 1997..
 DF2246
 DF2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2246
 DF2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2246
 DF2246.The geoid height was determined by GEOID03.
 DF2246
 DF2246;                    North         East     Units Scale Factor Converg.
 DF2246;SPC GA E     -   367,311.201   120,161.840   MT  0.99997856   -0 28 15.2
 DF2246;SPC GA E     - 1,205,086.83    394,230.97   sFT  0.99997856   -0 28 15.2
 DF2246;UTM  17      - 3,687,486.645   311,568.936   MT  1.00003778   -1 06 42.8
 DF2246
 DF2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2246!SPC GA E     -   0.99997882  x   0.99997856  =   0.99995738
 DF2246!UTM  17      -   0.99997882  x   1.00003778  =   1.00001660
 DF2246
 DF2246|---------------------------------------------------------------------|
 DF2246| PID    Reference Object                     Distance      Geod. Az  |
 DF2246|                                                           dddmmss.s |
 DF2246| DF2245 BV 070 209 GADT PTA                  18.639 METERS 05336     |
 DF2246| DF3295 BV 070 209 AZ MK                                   1183744.5 |
 DF2246|---------------------------------------------------------------------|
 DF2246
 DF2246                          SUPERSEDED SURVEY CONTROL
 DF2246
 DF2246  NAD 83(1986)-  33 18 36.13315(N)    083 01 26.62212(W) AD(       ) 2
 DF2246  NAD 27      -  33 18 35.62669(N)    083 01 27.08970(W) AD(       ) 2
 DF2246  NGVD 29 (07/19/86)  163.     (m)          535.     (f) VERT ANG       
 DF2246
 DF2246.Superseded values are not recommended for survey control.
 DF2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2246.See file dsdata.txt to determine how the superseded data were derived.
 DF2246
 DF2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1156987487(NAD 83)
 DF2246_MARKER: DD = SURVEY DISK
 DF2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2246
 DF2246  HISTORY     - Date     Condition        Report By
 DF2246  HISTORY     - 1976     MONUMENTED       GADT
 DF2246
 DF2246                          STATION DESCRIPTION
 DF2246
 DF2246'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2246'THE STATION IS ABOUT 3-3/4 MILES WEST-NORTHWEST
 DF2246'OF SPARTA, 7-3/4 MILES WEST OF CULVERTON, AND 6-3/4 MILES
 DF2246'NORTH-NORTHEAST OF DEVERAUX ON STATE RIGHT OF WAY.
 DF2246'
 DF2246'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 15 AND
 DF2246'22, AND STATE ROUTE 16 IN NORTH SPARTA, GO NORTHWEST ALONG
 DF2246'STATE ROUTE 16 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DF2246'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 16 FOR 0.6 MILE TO
 DF2246'THE STATION ON THE LEFT.
 DF2246'
 DF2246'THE STATION IS LOCATED 39 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 DF2246'OF THE HIGHWAY, 16 FEET NORTHEAST OF THE CENTERLINE OF A WOODS
 DF2246'ROAD TO THE SOUTHEAST, 94.1 FEET SOUTH-SOUTHWEST OF A POWER
 DF2246'POLE ON THE NORTHEAST SIDE OF THE HIGHWAY, 243.0 FEET WEST OF
 DF2246'ANOTHER POWER POLE ON THE NORTHEAST SIDE OF THE HIGHWAY, AND
 DF2246'3.0 FEET NORTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2246'DISK STAMPED---070-209 1976---, SET IN THE TOP OF A 10 INCH
 DF2246'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2246'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2246'STAMPED---070-209 1976---, SET IN AN IRREGULAR MASS OF
 DF2246'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 DF2246'GROUND.
 DF2246'
 DF2246'THE AZIMUTH MARK IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE
 DF2246'OF THE HIGHWAY, 335.0 FEET EAST-SOUTHEAST OF AN UNDERGROUND
 DF2246'TELEPHONE CABLE PEDESTAL, 231.0 FEET NORTHWEST OF A 5 FOOT HIGH
 DF2246'POLE WITH A BRASS TAG ON THE TOP MARKED CARLE FT 30, 4.4 FEET
 DF2246'WEST-SOUTHWEST OF A POWER POLE, AND 1.8 FEET NORTHWEST OF A
 DF2246'WITNESS POST. IT IS A STANDARD DISK STAMPED---070-209 1976
 DF2246'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2246'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2246'
 DF2246'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1792 ***********************************************************************
 DF1792  DESIGNATION -  BV 070 210
 DF1792  PID         -  DF1792
 DF1792  STATE/COUNTY-  GA/HANCOCK
 DF1792  USGS QUAD   -  SPARTA (1987)
 DF1792
 DF1792                         *CURRENT SURVEY CONTROL
 DF1792  ___________________________________________________________________
 DF1792* NAD 83(1994)-  33 20 31.08512(N)    082 57 06.30192(W)     ADJUSTED  
 DF1792* NAVD 88     -       173.     (meters)     568.     (feet)  VERTCON   
 DF1792  ___________________________________________________________________
 DF1792  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DF1792  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF1792
 DF1792  HORZ ORDER  -  SECOND
 DF1792
 DF1792.The horizontal coordinates were established by classical geodetic methods
 DF1792.and adjusted by the National Geodetic Survey in September 1997..
 DF1792
 DF1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1792
 DF1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1792
 DF1792.The geoid height was determined by GEOID03.
 DF1792
 DF1792;                    North         East     Units Scale Factor Converg.
 DF1792;SPC GA E     -   370,799.611   126,922.124   MT  0.99996582   -0 25 53.5
 DF1792;SPC GA E     - 1,216,531.72    416,410.34   sFT  0.99996582   -0 25 53.5
 DF1792;UTM  17      - 3,690,899.347   318,368.179   MT  1.00000675   -1 04 23.0
 DF1792
 DF1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1792!SPC GA E     -   0.99997727  x   0.99996582  =   0.99994309
 DF1792!UTM  17      -   0.99997727  x   1.00000675  =   0.99998402
 DF1792
 DF1792|---------------------------------------------------------------------|
 DF1792| PID    Reference Object                     Distance      Geod. Az  |
 DF1792|                                                           dddmmss.s |
 DF1792| DF1791 BV 070 210 GADT RM 1                 21.456 METERS 14129     |
 DF1792| DF2861 BV 070 210 RM 2                      13.305 METERS 23534     |
 DF1792| DF2244 NEEL                                APPROX. 6.3 KM 2854503.1 |
 DF1792| DF2860 BV 070 210 AZ MK                                   3123106.1 |
 DF1792|---------------------------------------------------------------------|
 DF1792
 DF1792                          SUPERSEDED SURVEY CONTROL
 DF1792
 DF1792  NAD 83(1986)-  33 20 31.08998(N)    082 57 06.30034(W) AD(       ) 2
 DF1792  NAD 27      -  33 20 30.58323(N)    082 57 06.77360(W) AD(       ) 2
 DF1792  NGVD 29 (07/19/86)  173.     (m)          568.     (f) VERT ANG       
 DF1792
 DF1792.Superseded values are not recommended for survey control.
 DF1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1792.See file dsdata.txt to determine how the superseded data were derived.
 DF1792
 DF1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1836890899(NAD 83)
 DF1792_MARKER: DD = SURVEY DISK
 DF1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1792
 DF1792  HISTORY     - Date     Condition        Report By
 DF1792  HISTORY     - 1976     MONUMENTED       GADT
 DF1792
 DF1792                          STATION DESCRIPTION
 DF1792
 DF1792'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1792'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF CULVERTON, 4-3/4
 DF1792'MILES NORTH-NORTHEAST OF SPARTA, AND 8-3/4 MILES WEST OF
 DF1792'MAYFIELD ON THE PROPERTY OF FRANCIS HAMILTON, 1214 THIRD
 DF1792'AVENUE, ALBANY, GEORGIA.
 DF1792'
 DF1792'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 DF1792'STATE ROUTE 22 LOCATED APPROXIMATELY 2 MILES NORTH OF SPARTA,
 DF1792'GO NORTHEAST ALONG STATE ROUTE 22 FOR 1.15 MILES TO THE
 DF1792'JUNCTION OF DIRT COUNTY ROAD 24 TO THE RIGHT. CONTINUE GOING
 DF1792'NORTHEAST ALONG STATE ROUTE 22 FOR 1.1 MILES TO THE JUNCTION OF
 DF1792'A PRIVATE FIELD ROAD TO THE LEFT. TURN LEFT GOING NORTHWEST
 DF1792'THROUGH A GATE AND ALONG THE FIELD ROAD PARALLEL TO A WOODSLINE
 DF1792'ON THE RIGHT FOR 0.3 MILE TO THE JUNCTION OF A TRACK WOODS
 DF1792'ROAD TO THE RIGHT. CONTINUE GOING NORTHWEST ALONG THE FIELD
 DF1792'ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DF1792'
 DF1792'THE STATION IS LOCATED 21 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF1792'OF THE FIELD ROAD, 161 FEET EAST OF THE POINT OF INTERSECTION OF
 DF1792'THE CENTERLINES OF THE FIELD ROAD AND ANOTHER FIELD ROAD
 DF1792'FORKING TO THE LEFT, AND 3.4 FEET SOUTH-SOUTHWEST OF A WITNESS
 DF1792'POST. IT IS A STANDARD BRASS DISK STAMPED---070-210 1976---,
 DF1792'SET IN THE TOP OF 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1792'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1792'STANDARD DISK STAMPED---070-210 1976---, SET IN AN IRREGULAR
 DF1792'MASS OF CONCRETE APPROXIMATELY 0.88 METER BELOW THE SURFACE
 DF1792'OF THE GROUND.
 DF1792'
 DF1792'RM 1 IS LOCATED 19 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 DF1792'THE FIELD ROAD, 229 FEET EAST OF THE POINT OF INTERSECTION OF
 DF1792'THE CENTERLINES OF THE FIELD ROAD AND THE OTHER FIELD ROAD
 DF1792'FORKING TO THE LEFT, AND 3.6 FEET SOUTH-SOUTHWEST OF A WITNESS
 DF1792'POST. IT IS A STANDARD DISK STAMPED---070-210 1976 RM 1---,
 DF1792'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1792'ABOVE THE SURFACE OF THE GROUND.
 DF1792'
 DF1792'RM 2 IS LOCATED 25 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF1792'THE FIELD ROAD, 53 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 DF1792'OF THE CENTERLINES OF THE FIELD ROAD AND THE OTHER FIELD ROAD
 DF1792'FORKING TO THE LEFT, AND 2.3 FEET NORTHEAST OF A WITNESS POST.
 DF1792'IT IS A STANDARD DISK STAMPED---070-210 1976 RM 2---, SET IN
 DF1792'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 DF1792'THE SURFACE OF THE GROUND.
 DF1792'
 DF1792'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1792'NORTHWEST ALONG THE FIELD ROAD FOR APPROXIMATELY 160 FEET TO
 DF1792'THE JUNCTION OF ANOTHER FIELD ROAD FORKING TO THE LEFT.
 DF1792'CONTINUE GOING NORTHWEST ALONG THE FIELD ROAD FOR APPROXIMATELY
 DF1792'470 FEET TO THE AZIMUTH MARK ON THE LEFT. IT IS LOCATED 11
 DF1792'FEET SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD, 472 FEET
 DF1792'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF1792'THE FIELD ROAD AND THE OTHER FIELD ROAD FORKING TO THE LEFT,
 DF1792'AND 3.2 FEET NORTHEAST OF A WITNESS POST. IT IS A STANDARD
 DF1792'DISK STAMPED---070-210 1976 AZMK---, SET IN THE TOP OF A 10
 DF1792'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1792'THE GROUND.
 DF1792'
 DF1792'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1786 ***********************************************************************
 DF1786  DESIGNATION -  BV 070 211
 DF1786  PID         -  DF1786
 DF1786  STATE/COUNTY-  GA/HANCOCK
 DF1786  USGS QUAD   -  SPARTA (1987)
 DF1786
 DF1786                         *CURRENT SURVEY CONTROL
 DF1786  ___________________________________________________________________
 DF1786* NAD 83(1994)-  33 17 18.48619(N)    082 52 31.17510(W)     ADJUSTED  
 DF1786* NAVD 88     -       160.     (meters)     525.     (feet)  VERTCON   
 DF1786  ___________________________________________________________________
 DF1786  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DF1786  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DF1786
 DF1786  HORZ ORDER  -  SECOND
 DF1786
 DF1786.The horizontal coordinates were established by classical geodetic methods
 DF1786.and adjusted by the National Geodetic Survey in September 1997..
 DF1786
 DF1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1786
 DF1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1786
 DF1786.The geoid height was determined by GEOID03.
 DF1786
 DF1786;                    North         East     Units Scale Factor Converg.
 DF1786;SPC GA E     -   364,815.395   133,995.746   MT  0.99995370   -0 23 20.3
 DF1786;SPC GA E     - 1,196,898.51    439,617.71   sFT  0.99995370   -0 23 20.3
 DF1786;UTM  17      - 3,684,836.173   325,374.628   MT  0.99997598   -1 01 46.4
 DF1786
 DF1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1786!SPC GA E     -   0.99997933  x   0.99995370  =   0.99993303
 DF1786!UTM  17      -   0.99997933  x   0.99997598  =   0.99995531
 DF1786
 DF1786|---------------------------------------------------------------------|
 DF1786| PID    Reference Object                     Distance      Geod. Az  |
 DF1786|                                                           dddmmss.s |
 DF1786| DF1785 BV 070 211 GADT PTA                  28.002 METERS 01751     |
 DF1786| DF2862 BV 070 211 AZ MK                                   1013025.2 |
 DF1786|---------------------------------------------------------------------|
 DF1786
 DF1786                          SUPERSEDED SURVEY CONTROL
 DF1786
 DF1786  NAD 83(1986)-  33 17 18.49089(N)    082 52 31.17401(W) AD(       ) 2
 DF1786  NAD 27      -  33 17 17.97333(N)    082 52 31.66901(W) AD(       ) 2
 DF1786  NGVD 29 (07/19/86)  160.     (m)          525.     (f) VERT ANG       
 DF1786
 DF1786.Superseded values are not recommended for survey control.
 DF1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1786.See file dsdata.txt to determine how the superseded data were derived.
 DF1786
 DF1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2537584836(NAD 83)
 DF1786_MARKER: DD = SURVEY DISK
 DF1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1786
 DF1786  HISTORY     - Date     Condition        Report By
 DF1786  HISTORY     - 1976     MONUMENTED       GADT
 DF1786
 DF1786                          STATION DESCRIPTION
 DF1786
 DF1786'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1786'THE STATION IS ABOUT 1-3/4 MILES SOUTH-SOUTHEAST OF CULVERTON,
 DF1786'5-3/4 MILES EAST OF SPARTA, AND 6 MILES SOUTHWEST OF MAYFIELD
 DF1786'ON THE PROPERTY OF JAMES P. JOHNSON.
 DF1786'
 DF1786'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 248 AND
 DF1786'STATE ROUTE 16 IN JEWELL, GO WEST ALONG STATE ROUTE 16 FOR 0.55
 DF1786'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 41 TO THE LEFT. TURN
 DF1786'LEFT GOING SOUTHWEST ALONG COUNTY ROAD 41 FOR 4.05 MILES TO
 DF1786'ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 25 CROSSING.
 DF1786'TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 25 FOR 1.85 MILES
 DF1786'TO THE JUNCTION OF DIRT COUNTY ROAD 45 TO THE RIGHT. CONTINUE
 DF1786'GOING NORTHWEST ALONG COUNTY ROAD 25 FOR 0.5 MILE TO THE
 DF1786'AZIMUTH MARK ON THE RIGHT. CONTINUE GOING NORTHWEST ALONG
 DF1786'COUNTY ROAD 25 FOR 0.35 MILE TO A GEORGIA POWER LINE CROSSING
 DF1786'AND THE STATION ON THE LEFT.  CONTACT MR. JOHNSON AT THE NEXT
 DF1786'RESIDENCE ON THE LEFT BEFORE VISITING THE STATION TO OBTAIN
 DF1786'PERMISSION AND DIRECTIONS TO VISIT THE STATION BY FARM ROADS.
 DF1786'
 DF1786'THE STATION IS LOCATED 284.5 FEET SOUTH OF THE CENTER LINE OF THE
 DF1786'COUNTY ROAD, 65.8 FEET SOUTHEAST OF THE NORTHWESTERN LEG OF AN H-FRAME
 DF1786'STEEL POWERLINE TOWER, 48.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEASTERN
 DF1786'LEG OF THE STEEL TOWER, 24.5 FEET WEST OF THE NORTHWESTERN LEG OF AN
 DF1786'H-FRAME WOODEN POWER LINE TOWER, 34.5 FEET WEST-NORTHWEST OF THE
 DF1786'SOUTHEASTERN LEG OF THE WOODEN TOWER, AND 2.2 FEET NORTHEAST OF A
 DF1786'WITNESS POST SET AT A FENCE LINE CROSSING THE POWER LINE.  IT IS A
 DF1786'STANDARD BRASS DISK STAMPED---070-211 1976---, SET IN THE TOP OF A 10
 DF1786'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1786'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK STAMPED---070-211
 DF1786'1976---, SET IN THE TOP OF A 5 INCH CYLINDRICAL CONCRETE BLOCK
 DF1786'APPROXIMATELY 0.93 METER BELOW THE SURFACE OF THE GROUND.
 DF1786'
 DF1786'THE AZIMUTH MARK IS LOCATED 38 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF1786'OF THE ROAD, 160.0 FEET NORTH-NORTHWEST OF A FENCE CORNER POST ON THE
 DF1786'SOUTHWEST SIDE OF THE ROAD, 224 FEET NORTHWEST OF THE POINT OF
 DF1786'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE
 DF1786'SOUTHWEST, AND 1.4 FEET SOUTH-SOUTHWEST OF A WITNESS POST SET AT A
 DF1786'FENCELINE.  IT IS A STANDARD DISK STAMPED---070-211 1976 AZMK---, SET
 DF1786'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1786'SURFACE OF THE GROUND.
 DF1786'
 DF1786'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1783 ***********************************************************************
 DF1783  DESIGNATION -  BV 070 212
 DF1783  PID         -  DF1783
 DF1783  STATE/COUNTY-  GA/HANCOCK
 DF1783  USGS QUAD   -  JEWELL (1987)
 DF1783
 DF1783                         *CURRENT SURVEY CONTROL
 DF1783  ___________________________________________________________________
 DF1783* NAD 83(1994)-  33 15 32.17840(N)    082 50 20.49169(W)     ADJUSTED  
 DF1783* NAVD 88     -       163.0    (meters)     535.     (feet)  VERTCON   
 DF1783  ___________________________________________________________________
 DF1783  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DF1783  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DF1783
 DF1783  HORZ ORDER  -  SECOND
 DF1783
 DF1783.The horizontal coordinates were established by classical geodetic methods
 DF1783.and adjusted by the National Geodetic Survey in September 1997..
 DF1783
 DF1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1783
 DF1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1783
 DF1783.The geoid height was determined by GEOID03.
 DF1783
 DF1783;                    North         East     Units Scale Factor Converg.
 DF1783;SPC GA E     -   361,518.120   137,355.779   MT  0.99994837   -0 22 07.5
 DF1783;SPC GA E     - 1,186,080.70    450,641.42   sFT  0.99994837   -0 22 07.5
 DF1783;UTM  17      - 3,681,501.494   328,697.661   MT  0.99996180   -1 00 31.7
 DF1783
 DF1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1783!SPC GA E     -   0.99997884  x   0.99994837  =   0.99992721
 DF1783!UTM  17      -   0.99997884  x   0.99996180  =   0.99994064
 DF1783
 DF1783:                Primary Azimuth Mark                     Grid Az
 DF1783:SPC GA E     -  BV 070 212 AZ MK                         335 20 14.1
 DF1783:UTM  17      -  BV 070 212 AZ MK                         335 58 38.3
 DF1783
 DF1783|---------------------------------------------------------------------|
 DF1783| PID    Reference Object                     Distance      Geod. Az  |
 DF1783|                                                           dddmmss.s |
 DF1783| DF2863 BV 070 212 AZ MK                                   3345806.6 |
 DF1783|---------------------------------------------------------------------|
 DF1783
 DF1783                          SUPERSEDED SURVEY CONTROL
 DF1783
 DF1783  NAD 83(1986)-  33 15 32.18311(N)    082 50 20.49009(W) AD(       ) 2
 DF1783  NAD 27      -  33 15 31.65841(N)    082 50 20.98832(W) AD(       ) 2
 DF1783  NGVD 29 (07/19/86)  163.2    (m)          535.     (f) VERT ANG       
 DF1783
 DF1783.Superseded values are not recommended for survey control.
 DF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1783.See file dsdata.txt to determine how the superseded data were derived.
 DF1783
 DF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2869881501(NAD 83)
 DF1783_MARKER: DD = SURVEY DISK
 DF1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1783
 DF1783  HISTORY     - Date     Condition        Report By
 DF1783  HISTORY     - 1976     MONUMENTED       GADT
 DF1783
 DF1783                          STATION DESCRIPTION
 DF1783
 DF1783'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1783'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF CULVERTON, 7-3/4
 DF1783'MILES EAST-SOUTHEAST OF SPARTA, AND 4-1/2 MILES SOUTHWEST OF
 DF1783'JEWELL ON THE PROPERTY OF THE HICKORY GROVE BAPTIST CHURCH.
 DF1783'
 DF1783'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1783'STATE ROUTE 15 IN SPARTA, GO SOUTHEAST ALONG STATE ROUTE 15 FOR
 DF1783'2.0 MILES TO THE JUNCTION OF PAVED
 DF1783'COUNTY ROAD 91098 TO THE LEFT.
 DF1783'TURN LEFT GOING EAST ALONG COUNTY ROAD 91098 FOR 3.6 MILES TO
 DF1783'THE JUNCTION OF DIRT COUNTY ROAD 52 CROSSING.  CONTINUE GOING
 DF1783'EAST ALONG COUNTY ROAD 91098 FOR 2.8 MILES TO THE JUNCTION OF
 DF1783'PAVED COUNTY ROAD 25 TO THE LEFT. TURN LEFT GOING NORTHWEST
 DF1783'ALONG COUNTY ROAD 25 FOR 0.2 MILE TO THE STATION ON THE
 DF1783'RIGHT.
 DF1783'
 DF1783'THE STATION IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE OF
 DF1783'THE ROAD, 188.5 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF
 DF1783'A SIGN AT THE SOUTH CORNER OF THE HICKORY
 DF1783'GROVE BAPTIST CHURCH, 14.3 FEET NORTHWEST OF A TELEPHONE POLE,
 DF1783'65.4 FEET NORTH-NORTHWEST OF A 12 INCH OAK TREE IN FRONT OF
 DF1783'THE OLD CHURCH BUILDING, 140.0 FEET EAST OF A POWER POLE ON THE
 DF1783'WEST SIDE OF THE ROAD, AND 3.3 FEET NORTHEAST OF A WITNESS
 DF1783'POST. IT IS A STANDARD BRASS DISK STAMPED---070-212 1976---,
 DF1783'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1783'INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF1783'STATION IS A STANDARD DISK STAMPED---070-212 1976---, SET IN
 DF1783'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.90
 DF1783'METER BELOW THE SURFACE OF THE GROUND.
 DF1783'
 DF1783'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1783'NORTHWEST ALONG COUNTY ROAD 25 FOR 0.3 MILE TO THE AZIMUTH MARK
 DF1783'ON THE RIGHT. IT IS LOCATED 43 FEET NORTHEAST OF THE CENTERLINE
 DF1783'OF THE ROAD, 16.2 FEET NORTHWEST OF A 4 INCH PINE TREE WITH A
 DF1783'SIGN ATTACHED, 9.1 FEET SOUTHEAST OF A 7 INCH PINE TREE, 50.4
 DF1783'FEET SOUTH OF A 4 INCH PERSIMMON TREE IN PINE WOODS, 277.5 FEET
 DF1783'EAST-SOUTHEAST OF A POWER POLE ON THE SOUTHWEST SIDE OF THE
 DF1783'ROAD AND NORTHEAST SIDE OF A DRIVEWAY TO THE SOUTHWEST, AND
 DF1783'2.5 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1783'STAMPED---070-212 1976 AZMK---, SET IN THE TOP OF A 10
 DF1783'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1783'OF THE GROUND.
 DF1783'
 DF1783'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2251 ***********************************************************************
 DF2251  DESIGNATION -  BV 070 213
 DF2251  PID         -  DF2251
 DF2251  STATE/COUNTY-  GA/HANCOCK
 DF2251  USGS QUAD   -  SHOULDERBONE (1972)
 DF2251
 DF2251                         *CURRENT SURVEY CONTROL
 DF2251  ___________________________________________________________________
 DF2251* NAD 83(1994)-  33 16 56.16357(N)    083 04 13.60754(W)     ADJUSTED  
 DF2251* NAVD 88     -       148.     (meters)     486.     (feet)  VERTCON   
 DF2251  ___________________________________________________________________
 DF2251  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DF2251  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DF2251
 DF2251  HORZ ORDER  -  SECOND
 DF2251
 DF2251.The horizontal coordinates were established by classical geodetic methods
 DF2251.and adjusted by the National Geodetic Survey in September 1997..
 DF2251
 DF2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2251
 DF2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2251
 DF2251.The geoid height was determined by GEOID03.
 DF2251
 DF2251;                    North         East     Units Scale Factor Converg.
 DF2251;SPC GA E     -   364,268.077   115,815.852   MT  0.99998735   -0 29 45.6
 DF2251;SPC GA E     - 1,195,102.85    379,972.51   sFT  0.99998735   -0 29 45.6
 DF2251;UTM  17      - 3,684,492.118   307,188.903   MT  1.00005837   -1 08 11.5
 DF2251
 DF2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2251!SPC GA E     -   0.99998116  x   0.99998735  =   0.99996851
 DF2251!UTM  17      -   0.99998116  x   1.00005837  =   1.00003953
 DF2251
 DF2251:                Primary Azimuth Mark                     Grid Az
 DF2251:SPC GA E     -  BV 070 213 AZ MK                         092 12 57.4
 DF2251:UTM  17      -  BV 070 213 AZ MK                         092 51 23.3
 DF2251
 DF2251|---------------------------------------------------------------------|
 DF2251| PID    Reference Object                     Distance      Geod. Az  |
 DF2251|                                                           dddmmss.s |
 DF2251| DF3296 BV 070 213 AZ MK                                   0914311.8 |
 DF2251| DF2250 BV 070 213 GADT PTA                   8.011 METERS 12117     |
 DF2251|---------------------------------------------------------------------|
 DF2251
 DF2251                          SUPERSEDED SURVEY CONTROL
 DF2251
 DF2251  NAD 83(1986)-  33 16 56.16830(N)    083 04 13.60584(W) AD(       ) 2
 DF2251  NAD 27      -  33 16 55.66137(N)    083 04 14.06203(W) AD(       ) 2
 DF2251  NGVD 29 (07/19/86)  148.     (m)          486.     (f) VERT ANG       
 DF2251
 DF2251.Superseded values are not recommended for survey control.
 DF2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2251.See file dsdata.txt to determine how the superseded data were derived.
 DF2251
 DF2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0718984492(NAD 83)
 DF2251_MARKER: DD = SURVEY DISK
 DF2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2251
 DF2251  HISTORY     - Date     Condition        Report By
 DF2251  HISTORY     - 1976     MONUMENTED       GADT
 DF2251
 DF2251                          STATION DESCRIPTION
 DF2251
 DF2251'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2251'THE STATION IS ABOUT 4-1/4 MILES NORTH OF DEVERAUX, 5-1/4 MILES
 DF2251'WEST OF SPARTA, AND 10-1/2 MILES WEST OF CULVERTON ON COUNTY
 DF2251'RIGHT OF WAY.
 DF2251'
 DF2251'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 22 AND
 DF2251'STATE ROUTE 15 IN SPARTA, GO SOUTHWEST ALONG STATE ROUTE 22
 DF2251'FOR 2.15 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 101
 DF2251'CROSSING. TURN RIGHT GOING NORTHWESTERLY ALONG COUNTY ROAD 101
 DF2251'FOR 0.8 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 DF2251'92133 CROSSING.  TURN LEFT GOING SOUTHWESTERLY ALONG COUNTY
 DF2251'ROAD 92133 FOR 0.45 MILE TO THE JUNCTION OF COUNTY ROAD 118
 DF2251'FORKING TO THE LEFT. CONTINUE GOING WESTERLY ALONG COUNTY ROAD
 DF2251'92133 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DF2251'CONTINUE GOING WEST ALONG COUNTY ROAD 92133 FOR 0.8 MILE TO
 DF2251'THE STATION ON THE LEFT.
 DF2251'
 DF2251'THE STATION IS LOCATED 40 FEET NORTH OF THE CENTERLINE OF THE
 DF2251'ROAD, 148.0 FEET EAST OF A RIGHT OF WAY MARKER, 22.5 FEET EAST-
 DF2251'SOUTHEAST OF AN 8 INCH PINE TREE, 38.5 FEET WEST-SOUTHWEST OF
 DF2251'15 INCH TRIPLE PINE TREES, 172.8 FEET EAST-NORTHEAST OF A RIGHT
 DF2251'OF WAY MARKER ON THE SOUTH SIDE OF THE ROAD, 146.4 FEET
 DF2251'NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD BETWEEN
 DF2251'TWO DRIVEWAYS TO THE SOUTH, AND 2.9 FEET SOUTH OF WITNESS POST.
 DF2251'IT IS A STANDARD BRASS DISK STAMPED---070-213 1976---, SET IN
 DF2251'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2251'THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF2251'STANDARD DISK STAMPED---070-213 1976---, SET IN THE TOP OF
 DF2251'A 5 INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.87
 DF2251'METER BELOW THE SURFACE OF THE GROUND.
 DF2251'
 DF2251'THE AZIMUTH MARK IS LOCATED 57 FEET NORTH OF THE CENTERLINE OF
 DF2251'THE ROAD, 18.3 FEET WEST-SOUTHWEST OF A FENCE CORNER POST,
 DF2251'30.6 FEET WEST OF A RIGHT OF WAY MARKER, 166.2 FEET EAST OF A
 DF2251'POWER POLE, 110.0 FEET NORTHWEST OF A RIGHT OF WAY MARKER ON
 DF2251'THE SOUTH SIDE OF THE ROAD, AND 2.5 FEET NORTH OF A WITNESS
 DF2251'POST. IT IS A STANDARD BRASS DISK STAMPED---070-213 1976
 DF2251'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2251'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2251'
 DF2251'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2247 ***********************************************************************
 DF2247  DESIGNATION -  BV 070 214
 DF2247  PID         -  DF2247
 DF2247  STATE/COUNTY-  GA/HANCOCK
 DF2247  USGS QUAD   -  SHOULDERBONE (1972)
 DF2247
 DF2247                         *CURRENT SURVEY CONTROL
 DF2247  ___________________________________________________________________
 DF2247* NAD 83(1994)-  33 19 32.77895(N)    083 05 20.74530(W)     ADJUSTED  
 DF2247* NAVD 88     -       149.     (meters)     489.     (feet)  VERTCON   
 DF2247  ___________________________________________________________________
 DF2247  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DF2247  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF2247
 DF2247  HORZ ORDER  -  SECOND
 DF2247
 DF2247.The horizontal coordinates were established by classical geodetic methods
 DF2247.and adjusted by the National Geodetic Survey in September 1997..
 DF2247
 DF2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2247
 DF2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2247
 DF2247.The geoid height was determined by GEOID03.
 DF2247
 DF2247;                    North         East     Units Scale Factor Converg.
 DF2247;SPC GA E     -   369,108.092   114,121.318   MT  0.99999090   -0 30 24.5
 DF2247;SPC GA E     - 1,210,982.13    374,413.02   sFT  0.99999090   -0 30 24.5
 DF2247;UTM  17      - 3,689,351.141   305,548.495   MT  1.00006620   -1 08 53.2
 DF2247
 DF2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2247!SPC GA E     -   0.99998100  x   0.99999090  =   0.99997190
 DF2247!UTM  17      -   0.99998100  x   1.00006620  =   1.00004720
 DF2247
 DF2247:                Primary Azimuth Mark                     Grid Az
 DF2247:SPC GA E     -  BV 070 214 AZ MK                         119 17 46.0
 DF2247:UTM  17      -  BV 070 214 AZ MK                         119 56 14.7
 DF2247
 DF2247|---------------------------------------------------------------------|
 DF2247| PID    Reference Object                     Distance      Geod. Az  |
 DF2247|                                                           dddmmss.s |
 DF2247| DF3297 BV 070 214 AZ MK                                   1184721.5 |
 DF2247| DF2249 SHOULDER                            APPROX. 5.5 KM 2071057.6 |
 DF2247| DF2248 BV 070 214 GADT PTA                  17.597 METERS 24958     |
 DF2247|---------------------------------------------------------------------|
 DF2247
 DF2247                          SUPERSEDED SURVEY CONTROL
 DF2247
 DF2247  NAD 83(1986)-  33 19 32.78364(N)    083 05 20.74363(W) AD(       ) 2
 DF2247  NAD 27      -  33 19 32.28164(N)    083 05 21.19432(W) AD(       ) 2
 DF2247  NGVD 29 (07/19/86)  149.     (m)          489.     (f) VERT ANG       
 DF2247
 DF2247.Superseded values are not recommended for survey control.
 DF2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2247.See file dsdata.txt to determine how the superseded data were derived.
 DF2247
 DF2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0554889351(NAD 83)
 DF2247_MARKER: DD = SURVEY DISK
 DF2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2247
 DF2247  HISTORY     - Date     Condition        Report By
 DF2247  HISTORY     - 1976     MONUMENTED       GADT
 DF2247
 DF2247                          STATION DESCRIPTION
 DF2247
 DF2247'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2247'THE STATION IS ABOUT 7-1/2 MILES NORTH OF DEVERAUX, 7-3/4 MILES
 DF2247'WEST-NORTHWEST OF SPARTA, AND 10-1/2 MILES SOUTH-SOUTHWEST OF
 DF2247'WHITE PLAINS ON THE PROPERTY OF GEORGIA POWER COMPANY.
 DF2247'
 DF2247'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 DF2247'STATE ROUTE 16 LOCATED APPROXIMATELY 7-3/4 MILES NORTHWEST OF
 DF2247'SPARTA, GO SOUTHEAST ALONG STATE ROUTE 16 FOR 1.05 MILES TO
 DF2247'THE JUNCTION OF DIRT COUNTY ROAD 137 TO THE RIGHT. TURN RIGHT
 DF2247'GOING SOUTH ALONG COUNTY ROAD 137 FOR 0.55 MILE TO THE JUNCTION
 DF2247'OF COUNTY ROAD 135 CROSSING. TURN RIGHT GOING WEST ALONG COUNTY
 DF2247'ROAD 135 FOR 1.2 MILES TO THE JUNCTION OF COUNTY ROAD 136 TO
 DF2247'THE RIGHT. TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 136
 DF2247'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 DF2247'NORTHEAST ALONG COUNTY ROAD 136 FOR 0.1 MILE TO THE
 DF2247'STATION ON THE RIGHT.
 DF2247'
 DF2247'THE STATION IS LOCATED 17 FEET NORTH OF THE CENTERLINE OF THE
 DF2247'ROAD, 14.4 FEET EAST OF A 5 INCH OAK TREE, 22.5 FEET WEST-
 DF2247'NORTHWEST OF A 7 INCH PINE TREE, 3.3 FEET SOUTH-SOUTHEAST OF
 DF2247'ANOTHER 7 INCH PINE TREE, 7.0 FEET NORTH OF A 9 INCH PINE TREE
 DF2247'ON THE EDGE OF THE ROAD, AND 2.5 FEET SOUTH OF A WITNESS POST.
 DF2247'IT IS A STANDARD BRASS DISK STAMPED---070-214 1976---, SET IN
 DF2247'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2247'THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF2247'STANDARD DISK STAMPED---070-214 1976---, SET IN THE TOP OF A 5
 DF2247'INCH CONCRETE CYLINDER APPROXIMATELY 0.90 METER BELOW THE
 DF2247'SURFACE OF THE GROUND.
 DF2247'
 DF2247'THE AZIMUTH MARK IS LOCATED 13 FEET NORTHEAST OF THE CENTER
 DF2247'LINE OF THE ROAD, 143.0 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 DF2247'END OF AN 18 INCH CULVERT UNDER COUNTY ROAD 136 AT THE JUNCTION
 DF2247'OF COUNTY ROAD 135, 6 FEET NORTHWEST OF A CONCRETE POST, 46.5
 DF2247'FEET EAST-NORTHEAST OF A FORKED PINE TREE ON THE SOUTHWEST
 DF2247'SIDE OF THE ROAD, 48.0 FEET NORTH OF ANOTHER FORKED PINE TREE
 DF2247'ON THE SOUTHWEST SIDE OF THE ROAD, AND 2.8 FEET SOUTHWEST OF
 DF2247'A WITNESS POST. IT IS A STANDARD DISK STAMPED---070-214 1976
 DF2247'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2247'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2247'
 DF2247'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2316 ***********************************************************************
 DF2316  DESIGNATION -  BV 070 215
 DF2316  PID         -  DF2316
 DF2316  STATE/COUNTY-  GA/HANCOCK
 DF2316  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF2316
 DF2316                         *CURRENT SURVEY CONTROL
 DF2316  ___________________________________________________________________
 DF2316* NAD 83(1994)-  33 14 23.30162(N)    083 10 16.71511(W)     ADJUSTED  
 DF2316* NAVD 88     -       156.     (meters)     512.     (feet)  VERTCON   
 DF2316  ___________________________________________________________________
 DF2316  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DF2316  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DF2316
 DF2316  HORZ ORDER  -  SECOND
 DF2316
 DF2316.The horizontal coordinates were established by classical geodetic methods
 DF2316.and adjusted by the National Geodetic Survey in September 1997..
 DF2316
 DF2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2316
 DF2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2316
 DF2316.The geoid height was determined by GEOID03.
 DF2316
 DF2316;                    North         East     Units Scale Factor Converg.
 DF2316;SPC GA E     -   359,644.748   106,375.114   MT  1.00000804   -0 33 02.6
 DF2316;SPC GA E     - 1,179,934.48    348,999.02   sFT  1.00000804   -0 33 02.6
 DF2316;UTM  17      - 3,679,974.185   297,696.300   MT  1.00010462   -1 11 26.1
 DF2316
 DF2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2316!SPC GA E     -   0.99997988  x   1.00000804  =   0.99998792
 DF2316!UTM  17      -   0.99997988  x   1.00010462  =   1.00008449
 DF2316
 DF2316:                Primary Azimuth Mark                     Grid Az
 DF2316:SPC GA E     -  SHOULDER                                 048 29 05.6
 DF2316:UTM  17      -  SHOULDER                                 049 07 29.1
 DF2316
 DF2316|---------------------------------------------------------------------|
 DF2316| PID    Reference Object                     Distance      Geod. Az  |
 DF2316|                                                           dddmmss.s |
 DF2316| DF2249 SHOULDER                            APPROX. 6.9 KM 0475603.0 |
 DF2316| DF3298 BV 070 215 AZ MK                                   1503441.7 |
 DF2316| DF2317 BV 070 215 GADT RM 1                 21.001 METERS 28916     |
 DF2316|---------------------------------------------------------------------|
 DF2316
 DF2316                          SUPERSEDED SURVEY CONTROL
 DF2316
 DF2316  NAD 83(1986)-  33 14 23.30631(N)    083 10 16.71336(W) AD(       ) 2
 DF2316  NAD 27      -  33 14 22.80128(N)    083 10 17.16227(W) AD(       ) 2
 DF2316  NGVD 29 (07/19/86)  156.     (m)          512.     (f) VERT ANG       
 DF2316
 DF2316.Superseded values are not recommended for survey control.
 DF2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2316.See file dsdata.txt to determine how the superseded data were derived.
 DF2316
 DF2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9769679974(NAD 83)
 DF2316_MARKER: DD = SURVEY DISK
 DF2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2316
 DF2316  HISTORY     - Date     Condition        Report By
 DF2316  HISTORY     - 1976     MONUMENTED       GADT
 DF2316
 DF2316                          STATION DESCRIPTION
 DF2316
 DF2316'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2316'THE STATION IS ABOUT 5-3/4 MILES WEST-NORTHWEST OF DEVERAUX,
 DF2316'12 MILES WEST OF SPARTA, AND 11-1/2 MILES NORTH-NORTHEAST OF
 DF2316'MILLEDGEVILLE ON THE PROPERTY OF CONTINENTAL CAN COMPANY.
 DF2316'
 DF2316'TO REACH THE STATION FROM THE US POST OFFICE IN DEVERAUX, GO
 DF2316'NORTH ALONG PAVED COUNTY ROAD 92133 FOR 0.1 MILE TO THE JUNCTION
 DF2316'OF PAVED COUNTY ROAD 92133 TO THE LEFT AND PAVED COUNTY ROAD 118
 DF2316'AHEAD. TURN LEFT GOING WEST ALONG COUNTY ROAD 92133 FOR 1.35
 DF2316'MILE TO THE JUNCTION OF COUNTY ROAD 128 CONTINUING STRAIGHT
 DF2316'AHEAD AND COUNTY ROAD 92133 TURNING SHARPLY TO THE RIGHT.
 DF2316'CONTINUE GOING WEST NOW ALONG COUNTY ROAD 128 FOR 0.75 MILE
 DF2316'TO THE JUNCTION OF DIRT COUNTY ROAD 146 FORKING TO THE RIGHT.
 DF2316'TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 146 FOR 1.45
 DF2316'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 DF2316'CONTINUE GOING WEST ALONG COUNTY ROAD 146 FOR 1.5 MILES TO
 DF2316'THE JUNCTION OF DIRT COUNTY ROAD 148 TO THE LEFT. TURN LEFT
 DF2316'GOING WEST ALONG COUNTY ROAD 148 FOR 1.15 MILES TO THE
 DF2316'JUNCTION OF DIRT COUNTY ROAD 134 FORKING TO THE LEFT.
 DF2316'CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 148 FOR 0.25
 DF2316'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 DF2316'NORTHWEST ALONG COUNTY ROAD 148 FOR 0.05 MILE TO THE
 DF2316'STATION ON THE RIGHT.
 DF2316'
 DF2316'THE STATION IS LOCATED 18 FEET NORTHEAST OF THE CENTER LINE OF
 DF2316'THE ROAD, 148.0 FEET SOUTH-SOUTHEAST OF A 7 INCH PINE TREE WITH
 DF2316'ONE WHITE PAINTED STRIPE, 186.7 FEET EAST-SOUTHEAST OF AN 8
 DF2316'INCH PINE TREE WITH ONE WHITE PAINTED STRIPE ON THE SOUTHWEST
 DF2316'SIDE OF THE ROAD AT A SHARP CURVE TO THE LEFT, 61.5 FEET NORTH
 DF2316'OF A 10 INCH PINE TREE WITH A WHITE STRIPE PAINTED ON THE
 DF2316'SOUTHWEST SIDE OF THE ROAD, AND 2.9 FEET SOUTHWEST OF A WITNESS
 DF2316'POST. IT IS A STANDARD BRASS DISK STAMPED---070-215 1976---,
 DF2316'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2316'INCHES ABOVE THE SURFACE OF THE GROUND WITH A STEEL ROD
 DF2316'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2316'STAMPED---070-215 1976---,
 DF2316'SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2316'APPROXIMATELY 0.97 METER BELOW THE SURFACE OF THE GROUND.
 DF2316'
 DF2316'RM 1 IS LOCATED 18 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 DF2316'104.0 FEET SOUTH-SOUTHWEST OF THE 7 INCH PINE TREE WITH WHITE
 DF2316'STRIPE, 126.7 FEET SOUTH-SOUTHEAST OF THE 8 INCH PINE TREE WITH
 DF2316'WHITE STRIPE, 110.0 FEET NORTHWEST OF THE 10 INCH PINE TREE WITH
 DF2316'WHITE STRIPE, AND 2.2 FEET NORTHEAST OF A WITNESS POST. IT IS A
 DF2316'STANDARD DISK STAMPED---070-215 1976 RM 1---, SET IN THE TOP OF
 DF2316'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE
 DF2316'OF THE GROUND WITH A STEEL ROD EMBEDDED.
 DF2316'
 DF2316'THE AZIMUTH MARK IS LOCATED 12 FEET SOUTHWEST OF THE CENTER LINE OF
 DF2316'THE ROAD, 11.5 FEET SOUTH-SOUTHEAST OF A 16 INCH PINE TREE, 28.9 FEET
 DF2316'NORTHWEST OF A 10 INCH PINE TREE WITH ONE WHITE STRIPE PAINTED, 84.8
 DF2316'FEET WEST-NORTHWEST OF A 15 INCH PINE TREE WITH TWO WHITE STRIPES
 DF2316'PAINTED IN THE EAST QUADRANT OF THE JUNCTION OF THE ROAD AND A TRACK
 DF2316'WOODS ROAD TO THE NORTHEAST, AND 3.1 FEET NORTHEAST OF A WITNESS
 DF2316'POST. IT IS A STANDARD DISK STAMPED---070-215 1976 AZ MK---, SET IN
 DF2316'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2316'OF THE GROUND.
 DF2316'
 DF2316'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1787 ***********************************************************************
 DF1787  DESIGNATION -  BV 070 216
 DF1787  PID         -  DF1787
 DF1787  STATE/COUNTY-  GA/HANCOCK
 DF1787  USGS QUAD   -  SPARTA (1987)
 DF1787
 DF1787                         *CURRENT SURVEY CONTROL
 DF1787  ___________________________________________________________________
 DF1787* NAD 83(1994)-  33 15 10.94252(N)    082 54 14.62669(W)     ADJUSTED  
 DF1787* NAVD 88     -       165.1    (meters)     542.     (feet)  VERTCON   
 DF1787  ___________________________________________________________________
 DF1787  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 DF1787  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DF1787
 DF1787  HORZ ORDER  -  SECOND
 DF1787
 DF1787.The horizontal coordinates were established by classical geodetic methods
 DF1787.and adjusted by the National Geodetic Survey in September 1997..
 DF1787
 DF1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1787
 DF1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1787
 DF1787.The geoid height was determined by GEOID03.
 DF1787
 DF1787;                    North         East     Units Scale Factor Converg.
 DF1787;SPC GA E     -   360,904.814   131,291.435   MT  0.99995819   -0 24 15.7
 DF1787;SPC GA E     - 1,184,068.54    430,745.32   sFT  0.99995819   -0 24 15.7
 DF1787;UTM  17      - 3,680,955.955   322,626.714   MT  0.99998791   -1 02 39.6
 DF1787
 DF1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1787!SPC GA E     -   0.99997849  x   0.99995819  =   0.99993668
 DF1787!UTM  17      -   0.99997849  x   0.99998791  =   0.99996640
 DF1787
 DF1787:                Primary Azimuth Mark                     Grid Az
 DF1787:SPC GA E     -  BV 070 216 AZ MK                         073 39 30.8
 DF1787:UTM  17      -  BV 070 216 AZ MK                         074 17 54.7
 DF1787
 DF1787|---------------------------------------------------------------------|
 DF1787| PID    Reference Object                     Distance      Geod. Az  |
 DF1787|                                                           dddmmss.s |
 DF1787| DF2864 BV 070 216 AZ MK                                   0731515.1 |
 DF1787|---------------------------------------------------------------------|
 DF1787
 DF1787                          SUPERSEDED SURVEY CONTROL
 DF1787
 DF1787  NAD 83(1986)-  33 15 10.94714(N)    082 54 14.62504(W) AD(       ) 2
 DF1787  NAD 27      -  33 15 10.42259(N)    082 54 15.11262(W) AD(       ) 2
 DF1787  NGVD 29 (07/19/86)  165.3    (m)          542.     (f) VERT ANG       
 DF1787
 DF1787.Superseded values are not recommended for survey control.
 DF1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1787.See file dsdata.txt to determine how the superseded data were derived.
 DF1787
 DF1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2262780956(NAD 83)
 DF1787_MARKER: DD = SURVEY DISK
 DF1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1787
 DF1787  HISTORY     - Date     Condition        Report By
 DF1787  HISTORY     - 1976     MONUMENTED       GADT
 DF1787
 DF1787                          STATION DESCRIPTION
 DF1787
 DF1787'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1787'THE STATION IS ABOUT 4-1/4 MILES EAST-SOUTHEAST OF SPARTA, 4
 DF1787'MILES SOUTH OF CULVERTON, AND 8 MILES WEST-SOUTHWEST OF JEWELL
 DF1787'ON THE PROPERTY OF FRANCIS CARNES, 515 N. CHARLES STREET,
 DF1787'BALTIMORE, MARYLAND. PERMISSION TO SET THE STATION WAS GRANTED
 DF1787'BY MR. WEST SCHUYLAR, FOREMAN FOR OLD DICKSON PLANTATION.
 DF1787'
 DF1787'TO REACH THE STATION FROM THE US POST OFFICE AND FEDERAL
 DF1787'BUILDING IN SPARTA, GO EAST ALONG STATE ROUTE 16 AND STATE
 DF1787'ROUTE 15 FOR 0.05 MILE TO THE JUNCTION OF STATE ROUTE 15
 DF1787'FORKING TO THE RIGHT. TURN RIGHT GOING SOUTHEAST ALONG STATE
 DF1787'ROUTE 15 FOR 1.9 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1787'91098 TO THE LEFT. TURN LEFT GOING EASTERLY ALONG COUNTY ROAD
 DF1787'91098 FOR 2.4 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 53 TO
 DF1787'THE RIGHT AND THE STATION ON THE RIGHT.
 DF1787'
 DF1787'THE STATION IS LOCATED 43 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DF1787'ROAD 91098, 19 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 53,
 DF1787'72.3 FEET NORTH OF A TELEPHONE POLE, 47.0 FEET EAST OF A BRACED
 DF1787'FENCE CORNER POST, 2.6 FEET SOUTHEAST OF ANOTHER BRACED FENCE
 DF1787'CORNER POST, 111.5 FEET WEST-SOUTHWEST OF A POWER POLE, AND 1.8
 DF1787'FEET WEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1787'STAMPED---070-216 1976---, SET IN THE TOP OF A 10 INCH
 DF1787'CYLINDRICAL CONCRETE POST 3 INCHES BELOW GROUND SURFACE WITH
 DF1787'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD
 DF1787'DISK STAMPED---070-216 1976---, SET IN THE TOP OF A 5 INCH
 DF1787'CONCRETE CYLINDER APPROXIMATELY 0.91 METER BELOW THE SURFACE
 DF1787'OF THE GROUND.
 DF1787'
 DF1787'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG
 DF1787'COUNTY ROAD 91098 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF1787'IT IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12.8
 DF1787'FEET WEST-SOUTHWEST OF THE WESTERN PULL-POST OF A DOUBLE FENCE
 DF1787'LINE BRACE, 249.8 FEET WEST-SOUTHWEST OF A 12 INCH PECAN TREE,
 DF1787'87.0 FEET WEST-NORTHWEST OF THE EAST END OF AN 18 INCH CONCRETE
 DF1787'CULVERT UNDER A FIELD ROAD TO THE SOUTH, 97.8 FEET NORTHWEST OF
 DF1787'A POWER POLE ON THE SOUTHERN SIDE OF THE ROAD, AND 2.8 FEET
 DF1787'SOUTH OF A WITNESS POST SET AT A FENCELINE. IT IS A STANDARD
 DF1787'DISK STAMPED---070-216 1976 AZMK---, SET IN THE TOP OF A 10
 DF1787'INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 DF1787'THE GROUND WITH STEEL RODS EMBEDDED.
 DF1787'
 DF1787'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2267 ***********************************************************************
 DF2267  DESIGNATION -  BV 070 217
 DF2267  PID         -  DF2267
 DF2267  STATE/COUNTY-  GA/HANCOCK
 DF2267  USGS QUAD   -  DEVEREUX (1972)
 DF2267
 DF2267                         *CURRENT SURVEY CONTROL
 DF2267  ___________________________________________________________________
 DF2267* NAD 83(1994)-  33 09 29.92926(N)    083 03 41.44784(W)     ADJUSTED  
 DF2267* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 DF2267  ___________________________________________________________________
 DF2267  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DF2267  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DF2267
 DF2267  HORZ ORDER  -  SECOND
 DF2267
 DF2267.The horizontal coordinates were established by classical geodetic methods
 DF2267.and adjusted by the National Geodetic Survey in September 1997..
 DF2267
 DF2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2267
 DF2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2267
 DF2267.The geoid height was determined by GEOID03.
 DF2267
 DF2267;                    North         East     Units Scale Factor Converg.
 DF2267;SPC GA E     -   350,514.073   116,530.348   MT  0.99998587   -0 29 22.1
 DF2267;SPC GA E     - 1,149,978.25    382,316.65   sFT  0.99998587   -0 29 22.1
 DF2267;UTM  17      - 3,670,730.027   307,749.886   MT  1.00005572   -1 07 40.4
 DF2267
 DF2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2267!SPC GA E     -   0.99997692  x   0.99998587  =   0.99996279
 DF2267!UTM  17      -   0.99997692  x   1.00005572  =   1.00003264
 DF2267
 DF2267|---------------------------------------------------------------------|
 DF2267| PID    Reference Object                     Distance      Geod. Az  |
 DF2267|                                                           dddmmss.s |
 DF2267| DF2268 BV 070 217 GADT RM 1                 24.983 METERS 34210     |
 DF2267| DF3299 BV 070 217 AZ MK                                   3451659.1 |
 DF2267|---------------------------------------------------------------------|
 DF2267
 DF2267                          SUPERSEDED SURVEY CONTROL
 DF2267
 DF2267  NAD 83(1986)-  33 09 29.93371(N)    083 03 41.44576(W) AD(       ) 2
 DF2267  NAD 27      -  33 09 29.40458(N)    083 03 41.91153(W) AD(       ) 2
 DF2267  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 DF2267
 DF2267.Superseded values are not recommended for survey control.
 DF2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2267.See file dsdata.txt to determine how the superseded data were derived.
 DF2267
 DF2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0775070730(NAD 83)
 DF2267_MARKER: DD = SURVEY DISK
 DF2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2267
 DF2267  HISTORY     - Date     Condition        Report By
 DF2267  HISTORY     - 1976     MONUMENTED       GADT
 DF2267
 DF2267                          STATION DESCRIPTION
 DF2267
 DF2267'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2267'THE STATION IS ABOUT 4-1/2 MILES SOUTH SOUTHEAST OF DEVERAUX,
 DF2267'4-3/4 MILES NORTHWEST OF LINTON, AND 9-3/4 MILES SOUTH-SOUTHWEST
 DF2267'OF SPARTA ON COUNTY RIGHT OF WAY.
 DF2267'
 DF2267'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEVERAUX, GO
 DF2267'SOUTH ALONG PAVED COUNTY ROAD 118 FOR 0.1 MILE TO ITS
 DF2267'TERMINATION AT THE JUNCTION OF STATE ROUTE 22 CROSSING. TURN
 DF2267'RIGHT GOING SOUTH ALONG STATE ROUTE 22 FOR 3.05 MILES TO THE
 DF2267'JUNCTION OF PAVED COUNTY ROAD 91560 TO THE LEFT. CONTINUE
 DF2267'GOING SOUTH ALONG STATE ROUTE 22 FOR 0.65 MILE TO THE JUNCTION
 DF2267'OF DIRT COUNTY ROAD 109 TO THE LEFT AND DIRT COUNTY ROAD 125
 DF2267'TO THE RIGHT. TURN LEFT GOING EAST ALONG COUNTY ROAD 109 FOR
 DF2267'1.1 MILES TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 DF2267'91560 CROSSING AND THE AZIMUTH MARK ON THE LEFT. TURN RIGHT
 DF2267'GOING SOUTH ALONG COUNTY ROAD 91560 FOR 0.2 MILE TO THE
 DF2267'STATION ON THE LEFT.
 DF2267'
 DF2267'THE STATION IS LOCATED 37 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2267'OF THE ROAD, 81.4 FEET NORTH-NORTHWEST OF THE EAST END OF AN
 DF2267'18 INCH CONCRETE CULVERT UNDER THE ROAD,
 DF2267'32.0 FEET EAST-SOUTHEAST
 DF2267'OF A ROAD INTERSECTION SIGN, 122.0 FEET NORTH-NORTHEAST
 DF2267'OF A POWER POLE ON THE WESTERN SIDE OF THE ROAD, AND 1.7 FEET
 DF2267'WEST-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2267'STANDARD BRASS DISK STAMPED---070-217 1976---, SET IN THE TOP
 DF2267'OF A 10 INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL
 DF2267'RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2267'THE UNDERGROUND STATION IS A STANDARD DISK
 DF2267'STAMPED---070-217 1976---,
 DF2267'SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2267'APPROXIMATELY 0.91 METER BELOW GROUND SURFACE.
 DF2267'
 DF2267'RM 1 IS LOCATED 37 FEET EAST NORTHEAST OF THE CENTERLINE OF
 DF2267'THE ROAD, 62.0 FEET NORTH OF THE ROAD INTERSECTION SIGN, 163.0
 DF2267'FEET NORTH-NORTHWEST OF THE EAST END OF THE 18 INCH CONCRETE
 DF2267'CULVERT, 203.0 FEET NORTH OF THE POWER POLE ON THE WESTERN SIDE
 DF2267'OF THE ROAD, AND 2.5 FEET WEST-SOUTHWEST OF A WITNESS POST SET
 DF2267'AT THE FENCELINE. IT IS A STANDARD DISK STAMPED---070-217
 DF2267'1976 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2267'POST WITH FERROUS METAL RODS EMBEDDED 2 INCHES ABOVE THE
 DF2267'SURFACE OF THE GROUND.
 DF2267'
 DF2267'THE AZIMUTH MARK IS LOCATED 38 FEET WEST-SOUTHWEST OF THE
 DF2267'CENTERLINE OF COUNTY ROAD 91560, 153 FEET NORTH-NORTHWEST OF
 DF2267'THE CENTERLINE OF COUNTY ROAD 109, 82.0 FEET WEST-SOUTHWEST OF
 DF2267'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EASTERN SIDE OF
 DF2267'THE ROAD, 115.0 FEET SOUTHWEST OF A RIGHT OF WAY MARKER ON THE
 DF2267'EASTERN SIDE OF THE ROAD, AND 2.0 FEET EAST-NORTHEAST OF A
 DF2267'WITNESS POST. IT IS A STANDARD DISK STAMPED---070-217 1976
 DF2267'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2267'WITH FERROUS METAL RODS 2 INCHES BELOW GROUND SURFACE.
 DF2267'
 DF2267'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1768 ***********************************************************************
 DF1768  DESIGNATION -  BV 070 218
 DF1768  PID         -  DF1768
 DF1768  STATE/COUNTY-  GA/HANCOCK
 DF1768  USGS QUAD   -  WARTHEN NW (1961)
 DF1768
 DF1768                         *CURRENT SURVEY CONTROL
 DF1768  ___________________________________________________________________
 DF1768* NAD 83(1994)-  33 11 21.59523(N)    082 57 23.49214(W)     ADJUSTED  
 DF1768* NAVD 88     -       141.     (meters)     463.     (feet)  VERTCON   
 DF1768  ___________________________________________________________________
 DF1768  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DF1768  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF1768
 DF1768  HORZ ORDER  -  SECOND
 DF1768
 DF1768.The horizontal coordinates were established by classical geodetic methods
 DF1768.and adjusted by the National Geodetic Survey in September 1997..
 DF1768
 DF1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1768
 DF1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1768
 DF1768.The geoid height was determined by GEOID03.
 DF1768
 DF1768;                    North         East     Units Scale Factor Converg.
 DF1768;SPC GA E     -   353,875.272   126,349.626   MT  0.99996686   -0 25 56.6
 DF1768;SPC GA E     - 1,161,005.79    414,532.06   sFT  0.99996686   -0 25 56.6
 DF1768;UTM  17      - 3,673,981.748   317,606.578   MT  1.00001018   -1 04 16.7
 DF1768
 DF1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1768!SPC GA E     -   0.99998229  x   0.99996686  =   0.99994915
 DF1768!UTM  17      -   0.99998229  x   1.00001018  =   0.99999247
 DF1768
 DF1768:                Primary Azimuth Mark                     Grid Az
 DF1768:SPC GA E     -  BV 070 218 AZ MK                         002 15 21.1
 DF1768:UTM  17      -  BV 070 218 AZ MK                         002 53 41.2
 DF1768
 DF1768|---------------------------------------------------------------------|
 DF1768| PID    Reference Object                     Distance      Geod. Az  |
 DF1768|                                                           dddmmss.s |
 DF1768| DF2865 BV 070 218 AZ MK                                   0014924.5 |
 DF1768| DF1767 BV 070 218 GADT RM 1                 20.836 METERS 00555     |
 DF1768|---------------------------------------------------------------------|
 DF1768
 DF1768                          SUPERSEDED SURVEY CONTROL
 DF1768
 DF1768  NAD 83(1986)-  33 11 21.59982(N)    082 57 23.49034(W) AD(       ) 2
 DF1768  NAD 27      -  33 11 21.06914(N)    082 57 23.97168(W) AD(       ) 2
 DF1768  NGVD 29 (07/19/86)  141.     (m)          463.     (f) VERT ANG       
 DF1768
 DF1768.Superseded values are not recommended for survey control.
 DF1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1768.See file dsdata.txt to determine how the superseded data were derived.
 DF1768
 DF1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1760773982(NAD 83)
 DF1768_MARKER: DD = SURVEY DISK
 DF1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1768
 DF1768  HISTORY     - Date     Condition        Report By
 DF1768  HISTORY     - 1976     MONUMENTED       GADT
 DF1768
 DF1768                          STATION DESCRIPTION
 DF1768
 DF1768'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1768'THE STATION IS ABOUT 5-1/2 MILES NORTH-NORTHEAST OF LINTON,6-1/4
 DF1768'MILES SOUTH OF SPARTA, AND 7-1/2 MILES EAST-SOUTHEAST OF
 DF1768'DEVEREUX ON COUNTY RIGHT OF WAY.
 DF1768'
 DF1768'TO REACH THE STATION FROM THE US POST OFFICE IN SPARTA, GO WEST
 DF1768'ALONG STATE ROUTES 16 AND 15 FOR 0.1 MILE TO THE JUNCTION OF
 DF1768'COUNTY ROAD 90787 (BOLAND STREET) TO THE LEFT. TURN LEFT GOING
 DF1768'SOUTH ALONG COUNTY ROAD 90787 FOR 2.75 MILES TO THE JUNCTION
 DF1768'OF PAVED COUNTY ROAD 77 TO THE LEFT. TURN LEFT GOING SOUTHEAST
 DF1768'ALONG COUNTY ROAD 77 FOR 3.0 MILES TO BROWNS CHAPEL ON THE LEFT.
 DF1768'CONTINUE GOING SOUTH ALONG COUNTY ROAD 90787 FOR 0.6 MILE TO
 DF1768'THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING SOUTH ALONG
 DF1768'COUNTY ROAD 90787 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 DF1768'
 DF1768'THE STATION IS LOCATED 38 FEET EAST OF THE CENTERLINE OF THE
 DF1768'ROAD, 50.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, 108.5 FEET
 DF1768'SOUTHEAST OF A 6 INCH PINE TREE ON THE WESTERN SIDE OF THE ROAD,
 DF1768'AND 2.2 FEET WEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1768'STANDARD BRASS DISK STAMPED---070-218 1976---, SET IN THE TOP OF
 DF1768'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1768'OF THE GROUND WITH FERROUS METAL RODS EMBEDDED. THE UNDERGROUND
 DF1768'STATION IS A STANDARD DISK STAMPED---070-218 1976---, SET IN
 DF1768'THE TOP OF A 5 INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY
 DF1768'0.91 METER BELOW THE SURFACE OF THE GROUND.
 DF1768'
 DF1768'RM 1 IS LOCATED 36.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DF1768'18.5 FEET NORTH OF A POWER POLE, 77.0 FEET EAST OF THE 6 INCH
 DF1768'PINE TREE ON THE WESTERN SIDE OF THE ROAD, 3.2 FEET WEST OF A
 DF1768'WITNESS POST. IT IS A STANDARD DISK STAMPED---070-218 1976 RM
 DF1768'1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1768'INCHES ABOVE THE SURFACE OF THE GROUND.
 DF1768'
 DF1768'THE AZIMUTH MARK IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 DF1768'THE ROAD, 78.0 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE
 DF1768'PEDESTAL ON THE EASTERN SIDE OF THE ROAD, 105.0 FEET NORTHWEST
 DF1768'OF A POWER POLE ON THE EASTERN SIDE OF THE ROAD, AND 2.6 FEET
 DF1768'EAST OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---070-218
 DF1768'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1768'POST FLUSH WITH THE SURFACE OF THE GROUND WITH FERROUS METAL
 DF1768'RODS EMBEDDED.
 DF1768'
 DF1768'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1740 ***********************************************************************
 DF1740  DESIGNATION -  BV 070 219
 DF1740  PID         -  DF1740
 DF1740  STATE/COUNTY-  GA/HANCOCK
 DF1740  USGS QUAD   -  WARTHEN NE (1960)
 DF1740
 DF1740                         *CURRENT SURVEY CONTROL
 DF1740  ___________________________________________________________________
 DF1740* NAD 83(1994)-  33 11 18.83330(N)    082 52 28.04650(W)     ADJUSTED  
 DF1740* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 DF1740  ___________________________________________________________________
 DF1740  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DF1740  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DF1740
 DF1740  HORZ ORDER  -  SECOND
 DF1740
 DF1740.The horizontal coordinates were established by classical geodetic methods
 DF1740.and adjusted by the National Geodetic Survey in September 1997..
 DF1740
 DF1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1740
 DF1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1740
 DF1740.The geoid height was determined by GEOID03.
 DF1740
 DF1740;                    North         East     Units Scale Factor Converg.
 DF1740;SPC GA E     -   353,735.436   134,001.667   MT  0.99995369   -0 23 14.8
 DF1740;SPC GA E     - 1,160,547.01    439,637.14   sFT  0.99995369   -0 23 14.8
 DF1740;UTM  17      - 3,673,756.589   325,256.837   MT  0.99997649   -1 01 34.8
 DF1740
 DF1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1740!SPC GA E     -   0.99997855  x   0.99995369  =   0.99993224
 DF1740!UTM  17      -   0.99997855  x   0.99997649  =   0.99995504
 DF1740
 DF1740:                Primary Azimuth Mark                     Grid Az
 DF1740:SPC GA E     -  BV 070 219 AZ MK                         151 40 35.0
 DF1740:UTM  17      -  BV 070 219 AZ MK                         152 18 55.0
 DF1740
 DF1740|---------------------------------------------------------------------|
 DF1740| PID    Reference Object                     Distance      Geod. Az  |
 DF1740|                                                           dddmmss.s |
 DF1740| DF2866 BV 070 219 AZ MK                                   1511720.2 |
 DF1740| DF1741 BV 070 219 GADT PTA                  23.605 METERS 18856     |
 DF1740|---------------------------------------------------------------------|
 DF1740
 DF1740                          SUPERSEDED SURVEY CONTROL
 DF1740
 DF1740  NAD 83(1986)-  33 11 18.83802(N)    082 52 28.04473(W) AD(       ) 2
 DF1740  NAD 27      -  33 11 18.30698(N)    082 52 28.53475(W) AD(       ) 2
 DF1740  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 DF1740
 DF1740.Superseded values are not recommended for survey control.
 DF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1740.See file dsdata.txt to determine how the superseded data were derived.
 DF1740
 DF1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2525773757(NAD 83)
 DF1740_MARKER: DD = SURVEY DISK
 DF1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1740
 DF1740  HISTORY     - Date     Condition        Report By
 DF1740  HISTORY     - 1976     MONUMENTED       GADT
 DF1740
 DF1740                          STATION DESCRIPTION
 DF1740
 DF1740'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1740'THE STATION IS ABOUT 7-1/4 MILES NORTHWEST OF WARTHEN, 8-1/2
 DF1740'MILES NORTHEAST OF LINTON, AND 8-1/4 MILES SOUTHEAST OF SPARTA
 DF1740'ON STATE RIGHT OF WAY.
 DF1740'
 DF1740'TO REACH THE STATION FROM THE SOUTHERN MOST JUNCTION OF STATE
 DF1740'ROUTE 16 AND STATE ROUTE 15 IN SPARTA, GO SOUTHEAST ALONG STATE
 DF1740'ROUTE 15 FOR 1.95 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1740'91098 TO THE LEFT. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE
 DF1740'15 FOR 3.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 62
 DF1740'CROSSING. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 15 FOR
 DF1740'1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 64 TO THE RIGHT.
 DF1740'CONTINUE GOING SOUTH ALONG STATE ROUTE 15 FOR 1.6 MILES TO
 DF1740'THE STATION ON THE LEFT.
 DF1740'
 DF1740'THE STATION IS LOCATED 35 FEET NORTHEAST OF THE CENTERLINE OF
 DF1740'THE HIGHWAY, 100.0 FEET NORTHWEST OF A 15 INCH PINE TREE LEANING
 DF1740'TOWARD THE HIGHWAY, 196.0 FEET EAST OF A 30 INCH SYCAMORE TREE
 DF1740'ON THE WESTERN SIDE OF THE ROAD, 90.5 FEET NORTHEAST OF A FOUR
 DF1740'FORKED 16 INCH POPLAR TREE ON THE WESTERN SIDE OF THE ROAD,
 DF1740'15.0 FEET SOUTHWEST OF A FENCELINE, AND 3.0 FEET SOUTHWEST OF A
 DF1740'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---070-219
 DF1740'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1740'2 INCHES BELOW THE SURFACE OF THE GROUND WITH FERROUS METAL
 DF1740'RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1740'STAMPED---070-219 1976---, SET IN THE TOP OF A 5 INCH
 DF1740'CONCRETE CYLINDER APPROXIMATELY 0.91 METER BELOW THE SURFACE
 DF1740'OF THE GROUND.
 DF1740'
 DF1740'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1740'SOUTHEAST ALONG STATE ROUTE 15 FOR 0.2 MILE TO THE AZIMUTH MARK
 DF1740'ON THE RTGHT. IT IS LOCATED 44 FEET SOUTHWEST OF THE CENTERLINE
 DF1740'OF THE HIGHWAY, 169.0 FEET SOUTHEAST OF A POWER POLE, 113.0
 DF1740'FEET SOUTH-SOUTHWEST OF A RIGHT OF WAY MARKER ON THE NORTHEAST
 DF1740'SIDE OF THE HIGHWAY, AND 2.5 FEET NORTHEAST OF A WITNESS POST.
 DF1740'IT IS A STANDARD DISK STAMPED---070-219 1976 AZMK---, SET IN
 DF1740'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW
 DF1740'THE SURFACE OF THE GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF1740'
 DF1740'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2265 ***********************************************************************
 DF2265  DESIGNATION -  BV 070 220
 DF2265  PID         -  DF2265
 DF2265  STATE/COUNTY-  GA/HANCOCK
 DF2265  USGS QUAD   -  DEVEREUX (1972)
 DF2265
 DF2265                         *CURRENT SURVEY CONTROL
 DF2265  ___________________________________________________________________
 DF2265* NAD 83(1994)-  33 11 08.67617(N)    083 00 08.44887(W)     ADJUSTED  
 DF2265* NAVD 88     -       154.     (meters)     505.     (feet)  VERTCON   
 DF2265  ___________________________________________________________________
 DF2265  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF2265  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DF2265
 DF2265  HORZ ORDER  -  SECOND
 DF2265
 DF2265.The horizontal coordinates were established by classical geodetic methods
 DF2265.and adjusted by the National Geodetic Survey in September 1997..
 DF2265
 DF2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2265
 DF2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2265
 DF2265.The geoid height was determined by GEOID03.
 DF2265
 DF2265;                    North         East     Units Scale Factor Converg.
 DF2265;SPC GA E     -   353,510.469   122,073.722   MT  0.99997485   -0 27 26.8
 DF2265;SPC GA E     - 1,159,808.93    400,503.54   sFT  0.99997485   -0 27 26.8
 DF2265;UTM  17      - 3,673,664.631   313,326.662   MT  1.00002966   -1 05 46.7
 DF2265
 DF2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2265!SPC GA E     -   0.99998024  x   0.99997485  =   0.99995509
 DF2265!UTM  17      -   0.99998024  x   1.00002966  =   1.00000990
 DF2265
 DF2265|---------------------------------------------------------------------|
 DF2265| PID    Reference Object                     Distance      Geod. Az  |
 DF2265|                                                           dddmmss.s |
 DF2265| DF2264 BV 070 220 GADT RM 1                 22.275 METERS 15143     |
 DF2265| DF3300 BV 070 220 AZ MK                                   2300025.6 |
 DF2265|---------------------------------------------------------------------|
 DF2265
 DF2265                          SUPERSEDED SURVEY CONTROL
 DF2265
 DF2265  NAD 83(1986)-  33 11 08.68068(N)    083 00 08.44689(W) AD(       ) 2
 DF2265  NAD 27      -  33 11 08.15141(N)    083 00 08.91718(W) AD(       ) 2
 DF2265  NGVD 29 (07/19/86)  154.     (m)          505.     (f) VERT ANG       
 DF2265
 DF2265.Superseded values are not recommended for survey control.
 DF2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2265.See file dsdata.txt to determine how the superseded data were derived.
 DF2265
 DF2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1332773665(NAD 83)
 DF2265_MARKER: DD = SURVEY DISK
 DF2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2265
 DF2265  HISTORY     - Date     Condition        Report By
 DF2265  HISTORY     - 1976     MONUMENTED       GADT
 DF2265
 DF2265                          STATION DESCRIPTION
 DF2265
 DF2265'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2265'THE STATION IS ABOUT 4-3/4 MILES NORTH OF LINTON, 5 MILES EAST
 DF2265'SOUTHEAST OF DEVERAUX, AND 6-1/2 MILES SOUTH-SOUTHWEST OF SPARTA
 DF2265'ON THE PROPERTY OF MRS. WELCH BOYER.
 DF2265'
 DF2265'TO REACH THE STATION FROM THE US POST OFFICE AND FEDERAL
 DF2265'BUILDING IN SPARTA, GO WEST ALONG STATE ROUTE 16 AND STATE ROUTE
 DF2265'15 FOR 0.05 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 90787
 DF2265'(BOLAND STREET) TO THE LEFT. TURN LEFT GOING SOUTH ALONG COUNTY
 DF2265'ROAD 90787 FOR 4.25 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 DF2265'82 TO THE RIGHT. CONTINUE GOING SOUTH ALONG COUNTY ROAD 90787
 DF2265'FOR 2.55 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 114 TO THE
 DF2265'RIGHT. TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 114 FOR
 DF2265'0.2 MILE TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT TO THE
 DF2265'WHITE FRAME RESIDENCE OF MRS. WELCH BOYER. TURN RIGHT GOING
 DF2265'NORTH ALONG THE DRIVEWAY PASSING THROUGH A GATE AND
 DF2265'CONTINUING NORTH- NORTHEAST IN A PASTURE FOR 0.1 MILE TO THE
 DF2265'CREST OF A HILL AND THE AZIMUTH MARK. CONTINUE EASTERLY
 DF2265'THROUGH THE PASTURE FOR 0.2 MILE TO THE STATION AT THE WOODS
 DF2265'BORDER LINE.
 DF2265'
 DF2265'THE STATION IS LOCATED 31.8 FEET EAST-SOUTHEAST OF A 14 INCH OAK
 DF2265'TREE ON A FENCELINE, 6.2 FEET SOUTH OF AN 8 INCH CHERRY TREE,
 DF2265'15.8 FEET WEST-SOUTHWEST OF AN 8 INCH HICKORY TREE ON THE FENCE
 DF2265'LINE, 74.8 FEET WEST-NORTHWEST OF A 12 INCH PINE TREE, 99.2 FEET
 DF2265'WEST OF A 20 INCH OAK TREE, 236.7 FEET WEST-SOUTHWEST OF THE
 DF2265'SOUTHWEST CORNER OF THE WILLIAM ARCHER RESIDENCE, AND 2.3 FEET
 DF2265'SOUTH-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE. IT IS A
 DF2265'STANDARD BRASS DISK STAMPED---070-220 1976---, SET IN THE TOP
 DF2265'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2265'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 DF2265'UNDERGROUND STATION IS A STANDARD DISK STAMPED---070-220
 DF2265'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2265'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF2265'
 DF2265'RM 1 IS LOCATED 64.9 FEET SOUTH-SOUTHEAST OF THE 8 INCH HICKORY
 DF2265'TREE, 16.8 FEET WEST-SOUTHWEST OF THE 12 INCH PINE TREE, 58.0
 DF2265'FEET WEST OF THE 20 INCH OAK TREE, 215.0 FEET SOUTHWEST OF THE
 DF2265'SOUTHWEST CORNER OF THE HOUSE, 101.6 FEET SOUTHEAST OF THE 14
 DF2265'INCH OAK TREE, AND 3.2 FEET SOUTHWEST OF A WITNESS POST. IT IS
 DF2265'A STANDARD DISK STAMPED---070-220 1976 RM 1---, SET IN THE TOP
 DF2265'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 DF2265'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2265'
 DF2265'THE AZIMUTH MARK IS LOCATED 480.5 FEET NORTH-NORTHEAST OF THE
 DF2265'NORTHWEST CORNER OF THE BOYER RESIDENCE, 374.4 FEET EAST-
 DF2265'NORTHEAST OF AN 18 INCH PECAN TREE, 105.8 FEET SOUTHEAST OF A
 DF2265'SMALL 2 INCH PINE TREE, 95.0 FEET WEST-SOUTHWEST OF THE TOP
 DF2265'TERRACE TO THE NORTHEAST, 57 FEET NORTH OF THE TERMINATION OF
 DF2265'A TERRACE ON THE WEST SIDE OF A 6 TO 12 INCH DEEP DITCH, 3.0
 DF2265'FEET SOUTH OF A WITNESS POST, AND 3.2 FEET WEST-NORTHWEST OF
 DF2265'ANOTHER WITNESS POST. IT IS A STANDARD DISK STAMPED---070-220
 DF2265'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2265'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH
 DF2265'STEEL RODS EMBEDDED
 DF2265'
 DF2265'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2318 ***********************************************************************
 DF2318  DESIGNATION -  BV 070 221
 DF2318  PID         -  DF2318
 DF2318  STATE/COUNTY-  GA/HANCOCK
 DF2318  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF2318
 DF2318                         *CURRENT SURVEY CONTROL
 DF2318  ___________________________________________________________________
 DF2318* NAD 83(1994)-  33 11 46.97447(N)    083 10 43.90655(W)     ADJUSTED  
 DF2318* NAVD 88     -       142.     (meters)     466.     (feet)  VERTCON   
 DF2318  ___________________________________________________________________
 DF2318  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DF2318  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DF2318
 DF2318  HORZ ORDER  -  SECOND
 DF2318
 DF2318.The horizontal coordinates were established by classical geodetic methods
 DF2318.and adjusted by the National Geodetic Survey in September 1997..
 DF2318
 DF2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2318
 DF2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2318
 DF2318.The geoid height was determined by GEOID03.
 DF2318
 DF2318;                    North         East     Units Scale Factor Converg.
 DF2318;SPC GA E     -   354,835.611   105,624.574   MT  1.00000978   -0 33 15.2
 DF2318;SPC GA E     - 1,164,156.50    346,536.62   sFT  1.00000978   -0 33 15.2
 DF2318;UTM  17      - 3,675,173.256   296,892.052   MT  1.00010865   -1 11 36.1
 DF2318
 DF2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2318!SPC GA E     -   0.99998207  x   1.00000978  =   0.99999185
 DF2318!UTM  17      -   0.99998207  x   1.00010865  =   1.00009072
 DF2318
 DF2318:                Primary Azimuth Mark                     Grid Az
 DF2318:SPC GA E     -  SINCLAIR                                 277 44 13.4
 DF2318:UTM  17      -  SINCLAIR                                 278 22 34.3
 DF2318
 DF2318|---------------------------------------------------------------------|
 DF2318| PID    Reference Object                     Distance      Geod. Az  |
 DF2318|                                                           dddmmss.s |
 DF2318| DF2321 SINCLAIR                            APPROX. 5.3 KM 2771058.2 |
 DF2318| DF2319 BV 070 221 GADT RM 1                 21.038 METERS 32900     |
 DF2318| DF3301 BV 070 221 AZ MK                                   3504308.0 |
 DF2318|---------------------------------------------------------------------|
 DF2318
 DF2318                          SUPERSEDED SURVEY CONTROL
 DF2318
 DF2318  NAD 83(1986)-  33 11 46.97834(N)    083 10 43.90542(W) AD(       ) 2
 DF2318  NAD 27      -  33 11 46.46595(N)    083 10 44.35375(W) AD(       ) 2
 DF2318  NGVD 29 (07/19/86)  142.     (m)          466.     (f) VERT ANG       
 DF2318
 DF2318.Superseded values are not recommended for survey control.
 DF2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2318.See file dsdata.txt to determine how the superseded data were derived.
 DF2318
 DF2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9689275173(NAD 83)
 DF2318_MARKER: DD = SURVEY DISK
 DF2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2318
 DF2318  HISTORY     - Date     Condition        Report By
 DF2318  HISTORY     - 1976     MONUMENTED       GADT
 DF2318
 DF2318                          STATION DESCRIPTION
 DF2318
 DF2318'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2318'THE STATION IS ABOUT 6-1/4 MILES WEST-SOUTHWEST OF DEVERAUX,
 DF2318'8-3/4 NORTH-NORTHEAST OF MILLEDGEVILLE AND 8-1/4 MILES EAST-
 DF2318'SOUTHEAST OF FLAT ROCK ON COUNTY RIGHT OF WAY.
 DF2318'
 DF2318'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEVERAUX, GO
 DF2318'NORTH ALONG PAVED COUNTY ROAD 120 FOR 0.1 MILE TO THE JUNCTION
 DF2318'OF PAVED COUNTY ROAD 121 TO THE LEFT. TURN LEFT GOING WEST
 DF2318'ALONG COUNTY ROAD 121 FOR 0.4 MILE TO ITS TERMINATION AT THE
 DF2318'JUNCTION OF PAVED COUNTY ROAD 92133 CROSSING. TURN LEFT GOING
 DF2318'WEST ALONG COUNTY ROAD 92133 FOR 0.95 MILE TO THE JUNCTION OF
 DF2318'PAVED COUNTY ROAD 128 CONTINUING STRAIGHT AHEAD AND COUNTY
 DF2318'ROAD 92133 TURNING SHARPLY TO THE RIGHT. CONTINUE GOING WEST
 DF2318'ALONG COUNTY ROAD 128 FOR 1.55 MILES TO THE JUNCTION OF DIRT
 DF2318'COUNTY ROAD 129 FORKING TO THE RIGHT. CONTINUE GOING SOUTH
 DF2318'ALONG COUNTY ROAD 128 FOR 2.2 MILES TO ITS TERMINATION AT
 DF2318'THE JUNCTION OF PAVED COUNTY ROAD 127 TO THE LEFT AND PAVED
 DF2318'COUNTY ROAD 126 TO THE RIGHT. TURN RIGHT GOING WEST ALONG
 DF2318'COUNTY ROAD 126 FOR 2.5 MILES TO THE JUNCTION OF DIRT COUNTY
 DF2318'ROAD 134 TO THE RIGHT. TURN RIGHT GOING NORTHWEST ALONG
 DF2318'COUNTY ROAD 134 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 DF2318'
 DF2318'THE STATION IS LOCATED 17 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF2318'OF THE ROAD, 452 FEET EAST-SOUTHEAST OF AN OLD CHIMNEY, 218.1
 DF2318'FEET SOUTH OF A 10 INCH PINE TREE WITH A PAINTED WHITE BAND ON
 DF2318'THE WEST SIDE OF THE ROAD, AND 2.0 FEET EAST-NORTHEAST OF A
 DF2318'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---070-221
 DF2318'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2318'2 INCHES BELOW THE SURFACE OF THE GROUND WITH FERROUS METAL
 DF2318'RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2318'STAMPED---070-221 1976---, SET IN THE TOP OF A 5 INCH
 DF2318'CONCRETE CYLINDER APPROXIMATELY 0.89 METER BELOW THE SURFACE
 DF2318'OF THE GROUND.
 DF2318'
 DF2318'RM 1 IS LOCATED 27 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 DF2318'THE ROAD, 157.5 FEET SOUTH-SOUTHWEST OF THE 10 INCH PINE TREE
 DF2318'WITH THE PAINTED WHITE BAND, 391.0 FEET EAST OF THE OLD CHIMNEY
 DF2318'AND 3.4 FEET WEST-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF2318'DISK STAMPED---070-221 1976 RM 1---, SET IN THE TOP OF A 10
 DF2318'INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF
 DF2318'THE GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2318'
 DF2318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 DF2318'COUNTY ROAD 134 FOR 0.15 MILE TO THE MARK ON THE LEFT. IT IS
 DF2318'LOCATED 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 84.0 FEET
 DF2318'SOUTHWEST OF AN 8 INCH PINE TREE WITH A PAINTED WHITE BAND ON
 DF2318'THE EASTERN SIDE OF THE ROAD, 43.0 FEET WEST-SOUTHWEST OF A 12
 DF2318'INCH PINE TREE WITH A PAINTED WHITE BAND AND A FENCELINE
 DF2318'ATTACHED, 119.0 FEET NORTH-NORTHWEST OF A 4 INCH PINE TREE WITH
 DF2318'A PAINTED WHITE BAND ON THE EAST SIDE OF THE ROAD, AND 2.0
 DF2318'FEET WEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2318'STAMPED---070-221 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2318'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2318'GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2318'
 DF2318'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2314 ***********************************************************************
 DF2314  DESIGNATION -  BV 070 222
 DF2314  PID         -  DF2314
 DF2314  STATE/COUNTY-  GA/HANCOCK
 DF2314  USGS QUAD   -  LAKE SINCLAIR EAST (1986)
 DF2314
 DF2314                         *CURRENT SURVEY CONTROL
 DF2314  ___________________________________________________________________
 DF2314* NAD 83(1994)-  33 10 02.39857(N)    083 09 27.26239(W)     ADJUSTED  
 DF2314* NAVD 88     -       159.     (meters)     522.     (feet)  VERTCON   
 DF2314  ___________________________________________________________________
 DF2314  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DF2314  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DF2314
 DF2314  HORZ ORDER  -  SECOND
 DF2314
 DF2314.The horizontal coordinates were established by classical geodetic methods
 DF2314.and adjusted by the National Geodetic Survey in September 1997..
 DF2314
 DF2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2314
 DF2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2314
 DF2314.The geoid height was determined by GEOID03.
 DF2314
 DF2314;                    North         East     Units Scale Factor Converg.
 DF2314;SPC GA E     -   351,594.995   107,579.205   MT  1.00000528   -0 32 31.7
 DF2314;SPC GA E     - 1,153,524.58    352,949.44   sFT  1.00000528   -0 32 31.7
 DF2314;UTM  17      - 3,671,910.732   298,810.613   MT  1.00009909   -1 10 50.8
 DF2314
 DF2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2314!SPC GA E     -   0.99997941  x   1.00000528  =   0.99998469
 DF2314!UTM  17      -   0.99997941  x   1.00009909  =   1.00007850
 DF2314
 DF2314:                Primary Azimuth Mark                     Grid Az
 DF2314:SPC GA E     -  BV 070 222 AZ MK                         111 24 06.0
 DF2314:UTM  17      -  BV 070 222 AZ MK                         112 02 25.1
 DF2314
 DF2314|---------------------------------------------------------------------|
 DF2314| PID    Reference Object                     Distance      Geod. Az  |
 DF2314|                                                           dddmmss.s |
 DF2314| DF3302 BV 070 222 AZ MK                                   1105134.3 |
 DF2314| DF2315 BV 070 222 GADT RM 1                 21.066 METERS 24201     |
 DF2314|---------------------------------------------------------------------|
 DF2314
 DF2314                          SUPERSEDED SURVEY CONTROL
 DF2314
 DF2314  NAD 83(1986)-  33 10 02.40251(N)    083 09 27.26132(W) AD(       ) 2
 DF2314  NAD 27      -  33 10 01.88584(N)    083 09 27.71490(W) AD(       ) 2
 DF2314  NGVD 29 (07/19/86)  159.     (m)          522.     (f) VERT ANG       
 DF2314
 DF2314.Superseded values are not recommended for survey control.
 DF2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2314.See file dsdata.txt to determine how the superseded data were derived.
 DF2314
 DF2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9881171911(NAD 83)
 DF2314_MARKER: DD = SURVEY DISK
 DF2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2314
 DF2314  HISTORY     - Date     Condition        Report By
 DF2314  HISTORY     - 1976     MONUMENTED       GADT
 DF2314
 DF2314                          STATION DESCRIPTION
 DF2314
 DF2314'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2314'THE STATION IS ABOUT 6 MILES SOUTHWEST OF DEVERAUX, 7-1/4
 DF2314'MILES NORTH-NORTHEAST OF MILLEDGEVILLE, AND 10-1/4 MILES WEST-
 DF2314'NORTHWEST OF LINTON ON GEORGIA POWER COMPANY RIGHT OF WAY.
 DF2314'
 DF2314'TO REACH THE STATION FROM THE EAST END OF THE STATE ROUTE 22
 DF2314'BRIDGE OVER THE OCONEE RIVER IN MILLEDGEVILLE, GO EAST ALONG
 DF2314'STATE ROUTE 22 FOR 1.15 MILES TO THE JUNCTION OF PAVED COUNTY
 DF2314'ROAD 90782 (LAKE LAUREL ROAD) TO THE LEFT. TURN LEFT GOING
 DF2314'NORTHEAST ALONG COUNTY ROAD 90782 FOR 1.8 MILES TO THE JUNCTION
 DF2314'OF PAVED COUNTY ROAD 205 (THOMAS SIMMONS ROAD) TO THE RIGHT.
 DF2314'CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 90782 FOR 3.3 MILES
 DF2314'TO THE JUNCTION OF DIRT COUNTY ROAD 202 (GUMM CEMETERY ROAD)
 DF2314'TO THE LEFT. TURN LEFT GOING NORTHWESTERLY ALONG COUNTY ROAD
 DF2314'202 FOR 2.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 203
 DF2314'(JULE INGRAM ROAD) TO THE LEFT, AND A TRACK WOODS ROAD TO
 DF2314'THE RIGHT.  TURN RIGHT GOING NORTHEAST ALONG THE WOODS ROAD
 DF2314'FOR 0.3 MILE FOR FIVE POWER LINES TO THE LEFT. TURN LEFT
 DF2314'GOING NORTHWEST ALONG THE GEORGIA POWER COMPANY SERVICE
 DF2314'ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DF2314'
 DF2314'THE STATION IS LOCATED 9 FEET NORTHEAST OF THE CENTERLINE OF
 DF2314'SERVICE ROAD, 17.3 FEET SOUTHWEST OF THE SOUTHERN MOST LEG OF
 DF2314'AN H-FRAME POWERLINE TOWER IN THE SECOND POWER LINE FROM THE
 DF2314'NORTH, 47.5 FEET NORTH-NORTHEAST OF THE NORTHERN MOST LEG OF
 DF2314'AN H-FRAME POWERLINE TOWER SUPPORTING THE THIRD POWERLINE FROM
 DF2314'THE NORTH, 98.5 FEET SOUTH OF THE SOUTHERN MOST LEG OF AN H-
 DF2314'FRAME POWER LINE TOWER SUPPORTING THE NORTHERN MOST POWERLINE,
 DF2314'AND 3.0 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF2314'BRASS DISK STAMPED---070-222 1976---, SET IN THE TOP OF A 10
 DF2314'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2314'THE GROUND WITH FERROUS METAL RODS EMBEDDED. THE
 DF2314'UNDERGROUND STATION IS A STANDARD DISK STAMPED---070-222
 DF2314'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2314'APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE GROUND.
 DF2314'
 DF2314'RM 1 IS LOCATED 53 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF2314'THE SERVICE ROAD, 144.0 FEET SOUTH-SOUTHWEST OF THE SOUTHERN
 DF2314'MOST LEG OF THE TOWER SUPPORTING THE NORTHERN MOST POWER LINE,
 DF2314'80.0 FEET SOUTHWEST OF THE SOUTHERN MOST LEG OF THE TOWER
 DF2314'SUPPORTING THE SECOND POWER LINE, 45.0 FEET WEST-NORTHWEST OF
 DF2314'THE NORTHERN MOST LEG OF THE TOWER SUPPORTING THE THIRD POWER
 DF2314'LINE, AND 2.9 FEET NORTH-NORTHEAST OF A WITNESS POST. IT IS A
 DF2314'STANDARD DISK STAMPED---070-222 1976 RM 1---, SET IN THE TOP
 DF2314'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 DF2314'SURFACE OF THE GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2314'
 DF2314'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE WOODS ROAD
 DF2314'AND THE GEORGIA POWER COMPANY SERVICE TRACK ROAD, CONTINUE GOING
 DF2314'NORTHEASTERLY ALONG THE WOODS ROAD FOR 0.05 MILE TO THE EASTERN
 DF2314'SIDE OF THE POWER LINE RIGHT OF WAY AND THE MARK ON THE LEFT.
 DF2314'IT IS LOCATED 19 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS
 DF2314'ROAD, 175 FEET NORTHEAST OF THE CENTERLINE OF THE GEORGIA POWER
 DF2314'LINE RIGHT OF WAY, AND 2.8 FEET SOUTHEAST OF A WITNESS POST. IT
 DF2314'IS A STANDARD DISK STAMPED---070-222 1976 AZMK---, SET IN THE
 DF2314'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF2314'SURFACE OF THE GROUND WITH FERROUS METAL RODS EMBEDDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2279 ***********************************************************************
 DF2279  DESIGNATION -  BV 070 223
 DF2279  PID         -  DF2279
 DF2279  STATE/COUNTY-  GA/HANCOCK
 DF2279  USGS QUAD   -  FRIENDSHIP (1972)
 DF2279
 DF2279                         *CURRENT SURVEY CONTROL
 DF2279  ___________________________________________________________________
 DF2279* NAD 83(1994)-  33 05 25.44894(N)    083 06 14.12934(W)     ADJUSTED  
 DF2279* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 DF2279  ___________________________________________________________________
 DF2279  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 DF2279  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF2279
 DF2279  HORZ ORDER  -  SECOND
 DF2279
 DF2279.The horizontal coordinates were established by classical geodetic methods
 DF2279.and adjusted by the National Geodetic Survey in September 1997..
 DF2279
 DF2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2279
 DF2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2279
 DF2279.The geoid height was determined by GEOID03.
 DF2279
 DF2279;                    North         East     Units Scale Factor Converg.
 DF2279;SPC GA E     -   343,017.211   112,506.809   MT  0.99999435   -0 30 42.3
 DF2279;SPC GA E     - 1,125,382.30    369,116.09   sFT  0.99999435   -0 30 42.3
 DF2279;UTM  17      - 3,663,277.860   303,642.827   MT  1.00007541   -1 08 56.5
 DF2279
 DF2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2279!SPC GA E     -   0.99998006  x   0.99999435  =   0.99997441
 DF2279!UTM  17      -   0.99998006  x   1.00007541  =   1.00005547
 DF2279
 DF2279:                Primary Azimuth Mark                     Grid Az
 DF2279:SPC GA E     -  BV 070 223 AZ MK                         224 15 31.0
 DF2279:UTM  17      -  BV 070 223 AZ MK                         224 53 45.2
 DF2279
 DF2279|---------------------------------------------------------------------|
 DF2279| PID    Reference Object                     Distance      Geod. Az  |
 DF2279|                                                           dddmmss.s |
 DF2279| DF3303 BV 070 223 AZ MK                                   2234448.7 |
 DF2279| DF2334 MILLEDGEVILLE GA POWER STACK        APPROX.21.6 KM 3022059.3 |
 DF2279| DF2280 BV 070 223 GADT PTA                  25.731 METERS 35616     |
 DF2279|---------------------------------------------------------------------|
 DF2279
 DF2279                          SUPERSEDED SURVEY CONTROL
 DF2279
 DF2279  NAD 83(1986)-  33 05 25.45330(N)    083 06 14.12714(W) AD(       ) 2
 DF2279  NAD 27      -  33 05 24.92056(N)    083 06 14.58989(W) AD(       ) 2
 DF2279  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 DF2279
 DF2279.Superseded values are not recommended for survey control.
 DF2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2279.See file dsdata.txt to determine how the superseded data were derived.
 DF2279
 DF2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0364363278(NAD 83)
 DF2279_MARKER: DD = SURVEY DISK
 DF2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2279_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2279
 DF2279  HISTORY     - Date     Condition        Report By
 DF2279  HISTORY     - 1976     MONUMENTED       GADT
 DF2279
 DF2279                          STATION DESCRIPTION
 DF2279
 DF2279'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2279'THE STATION IS ABOUT 7-1/4 MILES EAST OF MILLEDGEVILLE, 9 MILES
 DF2279'EAST-NORTHEAST OF SCOTTSBORO, AND 9-1/4 MILES WEST-NORTHWEST OF
 DF2279'DEEP STEP ON THE PROPERTY OF J AND H TIMBER COMPANY.
 DF2279'
 DF2279'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 22 AND
 DF2279'STATE ROUTE 24 LOCATED APPROXIMATELY 3-3/4 MILES EAST OF
 DF2279'MILLEDGEVILLE, GO NORTHEAST ALONG STATE ROUTE 22 FOR 1.0 MILE
 DF2279'TO THE JUNCTION OF DIRT COUNTY ROAD 195 FORKING TO THE RIGHT.
 DF2279'TURN RIGHT GOING EAST ALONG COUNTY ROAD 195 FOR 0.15 MILE TO THE
 DF2279'JUNCTION OF PAVED COUNTY ROAD 196 CROSSING. CONTINUE GOING EAST
 DF2279'ALONG COUNTY ROAD 195 FOR 1.8 MILES TO THE CENTER OF A BRIDGE
 DF2279'OVER TOWN CREEK AT THE BALDWIN-HANCOCK COUNTY LINE. CONTINUE
 DF2279'GOING SOUTHEAST NOW ALONG COUNTY ROAD 89 FOR 0.65 MILE TO THE
 DF2279'JUNCTION OF DIRT COUNTY ROAD 90 TO THE LEFT. TURN LEFT GOING
 DF2279'NORTHEAST ALONG COUNTY ROAD 90 FOR 0.35 MILE TO THE AZIMUTH
 DF2279'MARK ON THE LEFT. CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 90
 DF2279'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF2279'
 DF2279'THE STATION IS LOCATED 22 FEET NORTHWEST OF THE CENTERLINE OF
 DF2279'THE ROAD, 95.6 FEET SOUTHWEST OF A 3/4 INCH STEEL PIPE 18 INCHES
 DF2279'ABOVE THE SURFACE OF THE GROUND USED AS A PROPERTY CORNER, 155.8
 DF2279'FEET SOUTHEAST OF A 20 INCH PINE TREE WITH A WHITE PAINTED BAND,
 DF2279'121.3 FEET NORTH OF THE CENTER OF 8 AND 6 INCH TWIN PINE TREES,
 DF2279'AND 4.0 FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2279'DISK STAMPED---070-223 1976---, SET IN THE TOP OF A 10 INCH
 DF2279'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2279'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS
 DF2279'A STANDARD DISK STAMPED---070-223 1976---, SET IN THE TOP OF
 DF2279'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.95 METER BELOW THE
 DF2279'SURFACE OF THE GROUND.
 DF2279'
 DF2279'THE AZIMUTH MARK IS LOCATED 24 FEET NORTHWEST OF THE CENTERLINE
 DF2279'OF THE ROAD, 10.0 FEET SOUTHEAST OF A FENCE LINE, 44.0 FEET
 DF2279'WEST-NORTHWEST OF THE SOUTHWESTERN PULL POST OF A SINGLE FENCE
 DF2279'LINE BRACE ON THE EAST SIDE OF THE ROAD, 166.0 FEET WEST OF A
 DF2279'POWER POLE ON THE EAST SIDE OF THE ROAD, 180.4 FEET WEST-
 DF2279'SOUTHWEST OF THE JUNCTION OF A BARBED WIRE FENCE AND A WOOD RAIL
 DF2279'FENCE AT A FIELD ROAD TO THE SOUTHEAST, AND 2.1 FEET NORTHWEST
 DF2279'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---070-223
 DF2279'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2279'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEED RODS
 DF2279'EMBEDDED.
 DF2279'
 DF2279'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1760 ***********************************************************************
 DF1760  DESIGNATION -  BV 070 224
 DF1760  PID         -  DF1760
 DF1760  STATE/COUNTY-  GA/HANCOCK
 DF1760  USGS QUAD   -  DEEPSTEP (1986)
 DF1760
 DF1760                         *CURRENT SURVEY CONTROL
 DF1760  ___________________________________________________________________
 DF1760* NAD 83(1994)-  33 06 44.21285(N)    082 58 52.52534(W)     ADJUSTED  
 DF1760* NAVD 88     -       136.9    (meters)     449.     (feet)  VERTCON   
 DF1760  ___________________________________________________________________
 DF1760  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 DF1760  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF1760
 DF1760  HORZ ORDER  -  SECOND
 DF1760
 DF1760.The horizontal coordinates were established by classical geodetic methods
 DF1760.and adjusted by the National Geodetic Survey in September 1997..
 DF1760
 DF1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1760
 DF1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1760
 DF1760.The geoid height was determined by GEOID03.
 DF1760
 DF1760;                    North         East     Units Scale Factor Converg.
 DF1760;SPC GA E     -   345,347.984   123,977.043   MT  0.99997124   -0 26 42.1
 DF1760;SPC GA E     - 1,133,029.18    406,748.02   sFT  0.99997124   -0 26 42.1
 DF1760;UTM  17      - 3,665,481.022   315,139.035   MT  1.00002136   -1 04 57.5
 DF1760
 DF1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1760!SPC GA E     -   0.99998290  x   0.99997124  =   0.99995414
 DF1760!UTM  17      -   0.99998290  x   1.00002136  =   1.00000426
 DF1760
 DF1760:                Primary Azimuth Mark                     Grid Az
 DF1760:SPC GA E     -  BV 070 224 AZ MK                         095 11 24.1
 DF1760:UTM  17      -  BV 070 224 AZ MK                         095 49 39.5
 DF1760
 DF1760|---------------------------------------------------------------------|
 DF1760| PID    Reference Object                     Distance      Geod. Az  |
 DF1760|                                                           dddmmss.s |
 DF1760| DF2867 BV 070 224 AZ MK                                   0944442.0 |
 DF1760| DF1755 DEEPSTEP SHEPPARD LOT               APPROX. 9.0 KM 1292942.6 |
 DF1760|---------------------------------------------------------------------|
 DF1760
 DF1760                          SUPERSEDED SURVEY CONTROL
 DF1760
 DF1760  NAD 83(1986)-  33 06 44.21734(N)    082 58 52.52313(W) AD(       ) 2
 DF1760  NAD 27      -  33 06 43.67650(N)    082 58 52.99838(W) AD(       ) 2
 DF1760  NGVD 29 (07/19/86)  137.1    (m)          450.     (f) VERT ANG       
 DF1760
 DF1760.Superseded values are not recommended for survey control.
 DF1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1760.See file dsdata.txt to determine how the superseded data were derived.
 DF1760
 DF1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1513965481(NAD 83)
 DF1760_MARKER: DD = SURVEY DISK
 DF1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1760
 DF1760  HISTORY     - Date     Condition        Report By
 DF1760  HISTORY     - 1976     MONUMENTED       GADT
 DF1760
 DF1760                          STATION DESCRIPTION
 DF1760
 DF1760'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1760'THE STATION IS ABOUT 1 MILE EAST-SOUTHEAST OF LINTON, 6-3/4
 DF1760'MILES NORTH OF DEEPSTEP, AND 11 MILES WEST OF WARTHEN ON THE
 DF1760'PROPERTY OF MRS. CINDY TRAWICK.
 DF1760'
 DF1760'TO REACH THE STATION FROM THE LINTON METHODIST CHURCH IN LINTON
 DF1760'LOCATED APPROXIMATELY 7-1/4 MILES NORTH-NORTHWEST OF DEEPSTEP,
 DF1760'GO EAST-SOUTHEAST ALONG COUNTY ROAD 90787 FOR 0.9 MILE TO THE
 DF1760'JUNCTION OF DIRT COUNTY ROAD 84 FORKING TO THE LEFT AND THE
 DF1760'STATION ON THE LEFT. THE TRAWICK RESIDENCE IS A WHITE FRAME
 DF1760'HOUSE LOCATED ABOUT 0.2 MILE NORTHWEST ALONG COUNTY ROAD 90787
 DF1760'FROM THE STATION AND ABOUT 500 FEET NORTHEAST OF THE ROAD.
 DF1760'
 DF1760'THE STATION IS LOCATED 18 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1760'OF COUNTY ROAD 84, 53 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 DF1760'COUNTY ROAD 90787, 148 FEET EAST OF THE POINT OF INTERSECTION OF
 DF1760'THE CENTERLINES OF THE COUNTY ROADS, AND 2.3 FEET SOUTHEAST OF
 DF1760'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---070-224
 DF1760'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1760'3 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1760'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1760'STAMPED---070-224 1976---, SET IN THE TOP OF A 5 INCH
 DF1760'CONCRETE CYLINDER APPROXIMATELY 0.81 METER BELOW THE SURFACE
 DF1760'OF THE GROUND.
 DF1760'
 DF1760'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 90787
 DF1760'AND 84, GO EAST ALONG COUNTY ROAD 84 FOR 0.35 MILE TO THE
 DF1760'AZIMUTH MARK ON THE RIGHT. IT IS LOCATED 21 FEET SOUTH-SOUTHWEST
 DF1760'OF THE CENTERLINE OF THE ROAD, 165.2 FEET WEST-SOUTHWEST OF THE
 DF1760'EASTERN MOST CORNER OF AN OLD FRAME HOUSE, 94.0 FEET WEST-
 DF1760'SOUTHWEST OF A FENCELINE CORNER POST AT A GAP ON THE NORTHERN
 DF1760'SIDE OF THE ROAD, 185.3 FEET WEST OF A 30 INCH OAK TREE ON THE
 DF1760'NORTHERN SIDE OF THE ROAD, AND 1.1 FEET NORTH-NORTHEAST OF A
 DF1760'WITNESS POST. IT IS A STANDARD DISK STAMPED---070-224 1976
 DF1760'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1760'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1760'EMBEDDED.
 DF1760'
 DF1760'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2277 ***********************************************************************
 DF2277  DESIGNATION -  BV 070 225
 DF2277  PID         -  DF2277
 DF2277  STATE/COUNTY-  GA/BALDWIN
 DF2277  USGS QUAD   -  FRIENDSHIP (1972)
 DF2277
 DF2277                         *CURRENT SURVEY CONTROL
 DF2277  ___________________________________________________________________
 DF2277* NAD 83(1994)-  33 03 09.48984(N)    083 05 47.53730(W)     ADJUSTED  
 DF2277* NAVD 88     -       109.     (meters)     358.     (feet)  VERTCON   
 DF2277  ___________________________________________________________________
 DF2277  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DF2277  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF2277
 DF2277  HORZ ORDER  -  SECOND
 DF2277
 DF2277.The horizontal coordinates were established by classical geodetic methods
 DF2277.and adjusted by the National Geodetic Survey in September 1997..
 DF2277
 DF2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2277
 DF2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2277
 DF2277.The geoid height was determined by GEOID03.
 DF2277
 DF2277;                    North         East     Units Scale Factor Converg.
 DF2277;SPC GA E     -   338,822.758   113,159.285   MT  0.99999295   -0 30 25.9
 DF2277;SPC GA E     - 1,111,621.00    371,256.75   sFT  0.99999295   -0 30 25.9
 DF2277;UTM  17      - 3,659,076.075   304,248.682   MT  1.00007248   -1 08 37.8
 DF2277
 DF2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2277!SPC GA E     -   0.99998729  x   0.99999295  =   0.99998024
 DF2277!UTM  17      -   0.99998729  x   1.00007248  =   1.00005977
 DF2277
 DF2277:                Primary Azimuth Mark                     Grid Az
 DF2277:SPC GA E     -  BV 070 225 AZ MK                         055 07 47.4
 DF2277:UTM  17      -  BV 070 225 AZ MK                         055 45 59.3
 DF2277
 DF2277|---------------------------------------------------------------------|
 DF2277| PID    Reference Object                     Distance      Geod. Az  |
 DF2277|                                                           dddmmss.s |
 DF2277| DF3304 BV 070 225 AZ MK                                   0543721.5 |
 DF2277| DF2278 BV 070 225 GADT PTA                  28.667 METERS 23621     |
 DF2277|---------------------------------------------------------------------|
 DF2277
 DF2277                          SUPERSEDED SURVEY CONTROL
 DF2277
 DF2277  NAD 83(1986)-  33 03 09.49408(N)    083 05 47.53482(W) AD(       ) 2
 DF2277  NAD 27      -  33 03 08.95775(N)    083 05 47.99891(W) AD(       ) 2
 DF2277  NGVD 29 (07/19/86)  109.     (m)          358.     (f) VERT ANG       
 DF2277
 DF2277.Superseded values are not recommended for survey control.
 DF2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2277.See file dsdata.txt to determine how the superseded data were derived.
 DF2277
 DF2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0424959076(NAD 83)
 DF2277_MARKER: DD = SURVEY DISK
 DF2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2277
 DF2277  HISTORY     - Date     Condition        Report By
 DF2277  HISTORY     - 1976     MONUMENTED       GADT
 DF2277
 DF2277                          STATION DESCRIPTION
 DF2277
 DF2277'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2277'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF LINTON, 7-3/4
 DF2277'MILES WEST-NORTHWEST OF DEEPSTEP, AND 8 MILES EAST OF
 DF2277'MILLEDGEVILLE ON COUNTY RIGHT OF WAY.
 DF2277'
 DF2277'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND
 DF2277'STATE ROUTE 22 LOCATED APPROXIMATELY 3-3/4 MILES EAST OF
 DF2277'MILLEDGEVILLE, GO EAST ALONG STATE ROUTE 24 FOR 3.25 MILES TO
 DF2277'THE JUNCTION OF PAVED COUNTY ROAD 90689 FORKING TO THE LEFT.
 DF2277'TURN LEFT GOING EAST ALONG COUNTY ROAD 90689 FOR 1.8 MILES TO
 DF2277'THE STATION ON THE LEFT.
 DF2277'
 DF2277'THE STATION IS LOCATED 33 FEET NORTHWEST OF THE CENTERLINE OF
 DF2277'THE ROAD, 80.0 FEET SOUTHWEST OF A POWER POLE, 36.8 FEET SOUTH-
 DF2277'SOUTHEAST OF A 14 INCH FORKED PINE TREE (S) SHAPED AT THE BASE,
 DF2277'67.4 FEET NORTH-NORTHWEST OF A FENCE CORNER POST ON THE
 DF2277'SOUTHEAST SIDE OF THE ROAD, 110.5 FEET NORTH OF THE WESTERN
 DF2277'CORNER OF AN OLD HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, AND
 DF2277'2.0 FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2277'DISK STAMPED---070-225 1976---, SET IN THE TOP OF A 10 INCH
 DF2277'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2277'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 DF2277'A STANDARD DISK STAMPED---070-225 1976---, SET IN THE TOP OF
 DF2277'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.86 METER BELOW THE
 DF2277'SURFACE OF THE GROUND.
 DF2277'
 DF2277'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2277'EAST ALONG COUNTY ROAD 90689 FOR 0.2 MILE TO THE JUNCTION OF
 DF2277'COUNTY ROAD 193 TO THE LEFT. TURN LEFT GOING NORTHEAST ALONG
 DF2277'COUNTY ROAD 193 FOR ABOUT 60 YARDS TO THE AZIMUTH MARK ON THE
 DF2277'RIGHT. IT IS LOCATED 36 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2277'ROAD, 39.5 FEET NORTH-NORTHEAST OF AN 8 INCH FORKED CEDAR TREE
 DF2277'ON THE SOUTH SIDE OF A FENCE LINE GAP AND SOUTHEAST CORNER OF
 DF2277'THE FENCELINE, 55.2 FEET WEST OF A POWER POLE, 172.3 FEET
 DF2277'EAST- NORTHEAST OF A TELEPHONE POLE WITH AN UNDERGROUND
 DF2277'TELEPHONE CABLE PEDESTAL ATTACHED ON THE NORTHWEST SIDE OF
 DF2277'THE JUNCTION OF COUNTY ROADS AND 1.9 FEET NORTHWEST OF A
 DF2277'WITNESS POST SET AT THE FENCELINE. IT IS A STANDARD DISK
 DF2277'STAMPED---070-225 1976 AZMK---, SET IN THE TOP OF A 10
 DF2277'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2277'THE GROUND WITH STEEL RODS EMBEDDED.
 DF2277'
 DF2277'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3370 ***********************************************************************
 DG3370  DESIGNATION -  BV 071 200
 DG3370  PID         -  DG3370
 DG3370  STATE/COUNTY-  GA/HARALSON
 DG3370  USGS QUAD   -  FELTON (1981)
 DG3370
 DG3370                         *CURRENT SURVEY CONTROL
 DG3370  ___________________________________________________________________
 DG3370* NAD 83(1994)-  33 53 03.44797(N)    085 14 02.98789(W)     ADJUSTED  
 DG3370* NAVD 88     -       359.4    (meters)    1179.     (feet)  VERTCON   
 DG3370  ___________________________________________________________________
 DG3370  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DG3370  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DG3370
 DG3370  HORZ ORDER  -  SECOND
 DG3370
 DG3370.The horizontal coordinates were established by classical geodetic methods
 DG3370.and adjusted by the National Geodetic Survey in September 1997..
 DG3370
 DG3370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3370
 DG3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3370
 DG3370.The geoid height was determined by GEOID03.
 DG3370
 DG3370;                    North         East     Units Scale Factor Converg.
 DG3370;SPC GA W     -   431,183.276   601,253.730   MT  1.00002017   -0 35 42.7
 DG3370;SPC GA W     - 1,414,640.46  1,972,613.28   sFT  1.00002017   -0 35 42.7
 DG3370;UTM  16      - 3,750,729.759   663,301.826   MT  0.99992875   +0 59 04.9
 DG3370
 DG3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3370!SPC GA W     -   0.99994811  x   1.00002017  =   0.99996828
 DG3370!UTM  16      -   0.99994811  x   0.99992875  =   0.99987686
 DG3370
 DG3370:                Primary Azimuth Mark                     Grid Az
 DG3370:SPC GA W     -  BV 071 200 AZ MK                         024 07 35.0
 DG3370:UTM  16      -  BV 071 200 AZ MK                         022 32 47.4
 DG3370
 DG3370|---------------------------------------------------------------------|
 DG3370| PID    Reference Object                     Distance      Geod. Az  |
 DG3370|                                                           dddmmss.s |
 DG3370| CZ3034 BV 071 200 AZ MK                                   0233152.3 |
 DG3370|---------------------------------------------------------------------|
 DG3370
 DG3370                          SUPERSEDED SURVEY CONTROL
 DG3370
 DG3370  NAD 83(1994)-  33 53 03.45012(N)    085 14 02.98927(W) AD(       ) 2
 DG3370  NAD 83(1986)-  33 53 03.45256(N)    085 14 02.98532(W) AD(       ) 2
 DG3370  NAD 27      -  33 53 03.08193(N)    085 14 03.16451(W) AD(       ) 2
 DG3370  NGVD 29 (07/19/86)  359.3    (m)         1179.     (f) VERT ANG       
 DG3370
 DG3370.Superseded values are not recommended for survey control.
 DG3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3370.See file dsdata.txt to determine how the superseded data were derived.
 DG3370
 DG3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6330250730(NAD 83)
 DG3370_MARKER: DD = SURVEY DISK
 DG3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3370
 DG3370  HISTORY     - Date     Condition        Report By
 DG3370  HISTORY     - 1973     MONUMENTED       GADT
 DG3370
 DG3370                          STATION DESCRIPTION
 DG3370
 DG3370'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3370'THE STATION IS LOCATED 9.0 MILES SOUTH OF CEDARTOWN, 10.2 MILES
 DG3370'NORTH-NORTHEAST OF TALLAPOOSA, AND 12.3 MILES NORTH-NORTHWEST
 DG3370'OF BREMEN.
 DG3370'
 DG3370'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 120
 DG3370'IN BUCHANAN, GO NORTH ON U.S. 27 FOR 6.8 MILES TO COUNTY ROAD
 DG3370'213 ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 213 FOR
 DG3370'0.1 MILE ACROSS A RAILROAD TO A T INTERSECTION.  TURN RIGHT AND
 DG3370'GO NORTHWEST, STILL ON COUNTY ROAD 213, FOR 0.8 MILE TO THE
 DG3370'STATION ON THE LEFT SIDE OF THE ROAD AT THE TOP OF A HILL.
 DG3370'
 DG3370'THE STATION IS A STANDARD DISK STAMPED 071-200 AND SET IN A
 DG3370'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3370'UNDERGROUND MARK, STAMPED 071-200, WAS SET APPROXIMATELY 0.90
 DG3370'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3370'
 DG3370'THE STATION IS ON THE HIGH POINT OF A KNOLL 35 FEET WEST OF
 DG3370'THE CENTERLINE OF COUNTY ROAD 213 AND 2.2 FEET WEST OF A
 DG3370'WITNESS POST.
 DG3370'
 DG3370'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ON
 DG3370'COUNTY ROAD 213 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 DG3370'SHOULDER OF THE ROAD.
 DG3370'
 DG3370'THE MARK IS A STANDARD DISK STAMPED AZI SET IN A CONCRETE POST
 DG3370'FLUSH WITH THE GROUND.  IT IS 10.3 FEET SOUTHEAST OF A FENCE,
 DG3370'13.2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 213,
 DG3370'AND 39.0 FEET NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3351 ***********************************************************************
 DG3351  DESIGNATION -  BV 071 201
 DG3351  PID         -  DG3351
 DG3351  STATE/COUNTY-  GA/HARALSON
 DG3351  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3351
 DG3351                         *CURRENT SURVEY CONTROL
 DG3351  ___________________________________________________________________
 DG3351* NAD 83(1994)-  33 53 43.97010(N)    085 07 13.73049(W)     ADJUSTED  
 DG3351* NAVD 88     -       375.6    (meters)    1232.     (feet)  VERTCON   
 DG3351  ___________________________________________________________________
 DG3351  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DG3351  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DG3351
 DG3351  HORZ ORDER  -  FIRST
 DG3351
 DG3351.The horizontal coordinates were established by classical geodetic methods
 DG3351.and adjusted by the National Geodetic Survey in September 1997..
 DG3351
 DG3351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3351
 DG3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3351
 DG3351.The geoid height was determined by GEOID03.
 DG3351
 DG3351;                    North         East     Units Scale Factor Converg.
 DG3351;SPC GA W     -   432,328.322   611,781.656   MT  0.99999591   -0 31 55.0
 DG3351;SPC GA W     - 1,418,397.17  2,007,153.65   sFT  0.99999591   -0 31 55.0
 DG3351;UTM  16      - 3,752,164.598   673,793.570   MT  0.99997235   +1 02 54.4
 DG3351
 DG3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3351!SPC GA W     -   0.99994558  x   0.99999591  =   0.99994149
 DG3351!UTM  16      -   0.99994558  x   0.99997235  =   0.99991793
 DG3351
 DG3351:                Primary Azimuth Mark                     Grid Az
 DG3351:SPC GA W     -  COALSON                                  086 28 33.2
 DG3351:UTM  16      -  COALSON                                  084 53 43.8
 DG3351
 DG3351|---------------------------------------------------------------------|
 DG3351| PID    Reference Object                     Distance      Geod. Az  |
 DG3351|                                                           dddmmss.s |
 DG3351| DG3350 COALSON                             APPROX. 7.5 KM 0855638.2 |
 DG3351| CZ3035 BV 071 201 AZ MK                                   2453714.6 |
 DG3351|---------------------------------------------------------------------|
 DG3351
 DG3351                          SUPERSEDED SURVEY CONTROL
 DG3351
 DG3351  NAD 83(1994)-  33 53 43.97318(N)    085 07 13.73148(W) AD(       ) 1
 DG3351  NAD 83(1986)-  33 53 43.97480(N)    085 07 13.72891(W) AD(       ) 1
 DG3351  NAD 27      -  33 53 43.60133(N)    085 07 13.91834(W) AD(       ) 1
 DG3351  NGVD 29 (07/19/86)  375.5    (m)         1232.     (f) VERT ANG       
 DG3351
 DG3351.Superseded values are not recommended for survey control.
 DG3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3351.See file dsdata.txt to determine how the superseded data were derived.
 DG3351
 DG3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7379452165(NAD 83)
 DG3351_MARKER: DD = SURVEY DISK
 DG3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3351
 DG3351  HISTORY     - Date     Condition        Report By
 DG3351  HISTORY     - 1973     MONUMENTED       GADT
 DG3351
 DG3351                          STATION DESCRIPTION
 DG3351
 DG3351'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3351'THE STATION IS LOCATED AIRLINE ABOUT 11.0 MILES SOUTHEAST OF
 DG3351'CEDARTOWN, 8.5 MILES SOUTHWEST OF ROCKMART, AND 8.0 MILES
 DG3351'NORTHEAST OF BUCHANAN.
 DG3351'
 DG3351'TO REACH FROM THE JUNCTION OF U.S. 278 AND U.S. 27 IN
 DG3351'CEDARTOWN, GO EAST ON U.S. 278 6.05 MILES TO A PAVED ROAD ON
 DG3351'THE RIGHT.  TURN RIGHT AND FOLLOW PAVED ROAD SOUTH 0.9 MILES
 DG3351'TO A CROSSROADS AND BETHLEHEM CHURCH ON THE LEFT.  CONTINUE
 DG3351'AHEAD SOUTH ON PAVED ROAD 3.05 MILES TO A PAVED CROSSROADS.  KEEP
 DG3351'STRAIGHT AHEAD SOUTH ON PAVED ROAD 1.55 MILES TO A PAVED
 DG3351'SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 0.15 MILES TO THE END
 DG3351'OF THE PAVEMENT.  CONTINUE AHEAD SOUTHERLY ON GRADED ROAD 0.6
 DG3351'MILES TO A FORK.  BEAR RIGHT, UPHILL, AND CONTINUE SOUTH 1.0
 DG3351'MILES TO THE TOP OF THE RIDGE.  CONTINUE SOUTH ON GRADED
 DG3351'ROAD 1.4 MILES TO A GRADED CROSSROADS.  TURN LEFT AND GO
 DG3351'EAST 1.65 MILES TO A T INTERSECTION.  TURN LEFT AND GO 0.05
 DG3351'MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO
 DG3351'SOUTHEASTERLY AND THEN NORTHEASTERLY 1.2 MILES TO AZIMUTH
 DG3351'MARK ON THE RIGHT.  CONTINUE AHEAD 0.1 MILE TO A T
 DG3351'INTERSECTION.  TURN LEFT AND GO NORTH ABOUT FIFTY YARDS TO
 DG3351'THE STATION ON THE RIGHT.
 DG3351'
 DG3351'THE STATION IS A STANDARD DISK, STAMPED 071-201, SET IN A
 DG3351'10-INCH CYLINDRICAL CONCRETE POST ABOUT 2-INCHES BELOW GROUND
 DG3351'LEVEL.  THE SUBSURFACE MARK, A STANDARD DISK STAMPED 071-201, IS
 DG3351'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.85 METER BELOW
 DG3351'GROUND.
 DG3351'
 DG3351'THE STATION IS 32.9 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DG3351'255.1 FEET SOUTH OF AN 8-INCH TRIANGLE BLAZED TWIN OAK, 247.5
 DG3351'FEET NORTH OF A 6-INCH TRIANGLE BLAZED TWIN OAK IN ISLAND AT
 DG3351'T INTERSECTION SOUTH OF STATION, AND 3.5 FEET NORTH OF A
 DG3351'WITNESS POST.
 DG3351'
 DG3351'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTHWEST OF THE STATION.  THE
 DG3351'MARK IS LOCATED 17.0 FEET SOUTHEAST OF THE CENTER OF THE
 DG3351'ROAD, 30.5 FEET SOUTHEAST OF A 3-INCH TRIANGLE BLAZED OAK, AND
 DG3351'155.0 FEET EAST OF A 6-INCH TRIANGLE BLAZED OAK.  THE MARK IS
 DG3351'A STANDARD DISK, STAMPED AZI, IN CONCRETE POST SET FLUSH WITH
 DG3351'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3363 ***********************************************************************
 DG3363  DESIGNATION -  BV 071 203
 DG3363  PID         -  DG3363
 DG3363  STATE/COUNTY-  GA/HARALSON
 DG3363  USGS QUAD   -  BUCHANAN (1973)
 DG3363
 DG3363                         *CURRENT SURVEY CONTROL
 DG3363  ___________________________________________________________________
 DG3363* NAD 83(1994)-  33 45 53.14388(N)    085 14 42.76395(W)     ADJUSTED  
 DG3363* NAVD 88     -       333.8    (meters)    1095.     (feet)  VERTCON   
 DG3363  ___________________________________________________________________
 DG3363  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG3363  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3363
 DG3363  HORZ ORDER  -  FIRST
 DG3363
 DG3363.The horizontal coordinates were established by classical geodetic methods
 DG3363.and adjusted by the National Geodetic Survey in September 1997..
 DG3363
 DG3363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3363
 DG3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3363
 DG3363.The geoid height was determined by GEOID03.
 DG3363
 DG3363;                    North         East     Units Scale Factor Converg.
 DG3363;SPC GA W     -   417,936.320   600,092.695   MT  1.00002301   -0 35 58.2
 DG3363;SPC GA W     - 1,371,179.41  1,968,804.12   sFT  1.00002301   -0 35 58.2
 DG3363;UTM  16      - 3,737,457.116   662,505.969   MT  0.99992556   +0 58 31.8
 DG3363
 DG3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3363!SPC GA W     -   0.99995213  x   1.00002301  =   0.99997514
 DG3363!UTM  16      -   0.99995213  x   0.99992556  =   0.99987769
 DG3363
 DG3363:                Primary Azimuth Mark                     Grid Az
 DG3363:SPC GA W     -  BV 071 203 AZ MK                         303 19 26.0
 DG3363:UTM  16      -  BV 071 203 AZ MK                         301 44 56.0
 DG3363
 DG3363|---------------------------------------------------------------------|
 DG3363| PID    Reference Object                     Distance      Geod. Az  |
 DG3363|                                                           dddmmss.s |
 DG3363| CZ3036 BV 071 203 AZ MK                                   3024327.8 |
 DG3363|---------------------------------------------------------------------|
 DG3363
 DG3363                          SUPERSEDED SURVEY CONTROL
 DG3363
 DG3363  NAD 83(1994)-  33 45 53.14571(N)    085 14 42.76550(W) AD(       ) 1
 DG3363  NAD 83(1986)-  33 45 53.14846(N)    085 14 42.76105(W) AD(       ) 1
 DG3363  NAD 27      -  33 45 52.76995(N)    085 14 42.93598(W) AD(       ) 1
 DG3363  NGVD 29 (07/19/86)  333.7    (m)         1095.     (f) VERT ANG       
 DG3363
 DG3363.Superseded values are not recommended for survey control.
 DG3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3363.See file dsdata.txt to determine how the superseded data were derived.
 DG3363
 DG3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6250637457(NAD 83)
 DG3363_MARKER: DD = SURVEY DISK
 DG3363_SETTING: 0 = UNSPECIFIED SETTING
 DG3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3363+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 DG3363
 DG3363  HISTORY     - Date     Condition        Report By
 DG3363  HISTORY     - 1973     MONUMENTED       GADT
 DG3363  HISTORY     - 20010515 GOOD             GADT
 DG3363
 DG3363                          STATION DESCRIPTION
 DG3363
 DG3363'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3363'THE STATION IS LOCATED AIRLINE ABOUT 3.0 MILES NORTHEAST OF
 DG3363'TALLAPOOSA, 4.0 MILES SOUTHWEST OF BUCHANAN, AND 6.0 MILES NORTHWEST
 DG3363'OF BREMEN, ON THE CAMPUS OF THE HARALSON COUNTY HIGH SCHOOL.
 DG3363'
 DG3363'TO REACH FROM THE JUNCTION OF U.S. 78 AND STATE ROUTES 100 AND
 DG3363'120 IN TALLAPOOSA, GO NORTH ON STATE ROUTES 100 AND 120 FOR 0.7
 DG3363'MILES TO THE JUNCTION OF STATE ROUTE 120 ON THE RIGHT.  TURN
 DG3363'RIGHT AND GO EAST ON STATE ROUTE 120 FOR 2.9 MILES TO THE
 DG3363'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON STATE ROUTE 120
 DG3363'FOR 0.3 MILES TO A PAVED DRIVE ON THE RIGHT.  TURN RIGHT INTO
 DG3363'DRIVE AND GO SOUTH 0.1 MILES TO A FORKS.  BEAR RIGHT AND GO
 DG3363'SOUTHWEST 0.1 MILES ACROSS PARKING LOT TO A FENCE GATE NEAR
 DG3363'THE NORTH END OF GRANDSTANDS.  PASS THROUGH GATE AND WALK WEST
 DG3363'TO STEPS AT NORTH END OF GRANDSTANDS.  MOUNT STEPS TURNING
 DG3363'BACK EAST AND CLIMB TO NORTHEAST CORNER OF STANDS AND
 DG3363'STATION SITE.
 DG3363'
 DG3363'THE STATION IS 3.3 FEET WEST OF EAST EDGE OF STANDS, AND 4.6
 DG3363'FEET SOUTH OF NORTH EDGE OF STANDS.
 DG3363'
 DG3363'THE STATION IS A STANDARD DISK, STAMPED 071-203, SET IN A
 DG3363'DRILL HOLE IN CONCRETE GRANDSTAND STRUCTURE.
 DG3363'
 DG3363'THE AZIMUTH MARK IS 0.2 MILES NORTHWEST OF THE STATION ON THE
 DG3363'RIGHT OF WAY OF STATE ROUTE 120.  THE MARK IS 47.8 FEET SOUTH OF
 DG3363'THE CENTER LINE OF STATE ROUTE 120, 105.8 FEET WEST OF A
 DG3363'UTILITY POLE, 2.1 FEET NORTH OF FENCE, AND 26.4 FEET EAST OF
 DG3363'A 12-INCH TRIANGLE BLAZED PINE.  THE MARK IS A STANDARD DISK
 DG3363'STAMPED AZI SET IN A CONCRETE POST FLUSH WITH GROUND.
 DG3363
 DG3363                          STATION RECOVERY (2001)
 DG3363
 DG3363'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DG3363'ON THE DESCRIPTION IT WAS NOTED THAT A TALLER THAN NORMAL TRIPOD (8
 DG3363'FEET TALL) WOULD BE NEEDED TO OCCUPY THIS STATION, DUE TO ITS
 DG3363'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3471 ***********************************************************************
 DG3471  DESIGNATION -  BV 071 204
 DG3471  PID         -  DG3471
 DG3471  STATE/COUNTY-  GA/HARALSON
 DG3471  USGS QUAD   -  TALLAPOOSA NORTH (1966)
 DG3471
 DG3471                         *CURRENT SURVEY CONTROL
 DG3471  ___________________________________________________________________
 DG3471* NAD 83(1994)-  33 48 47.32664(N)    085 17 34.01082(W)     ADJUSTED  
 DG3471* NAVD 88     -       348.0    (meters)    1142.     (feet)  VERTCON   
 DG3471  ___________________________________________________________________
 DG3471  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DG3471  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG3471
 DG3471  HORZ ORDER  -  FIRST
 DG3471
 DG3471.The horizontal coordinates were established by classical geodetic methods
 DG3471.and adjusted by the National Geodetic Survey in September 1997..
 DG3471
 DG3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3471
 DG3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3471
 DG3471.The geoid height was determined by GEOID03.
 DG3471
 DG3471;                    North         East     Units Scale Factor Converg.
 DG3471;SPC GA W     -   423,350.002   595,744.799   MT  1.00003395   -0 37 36.2
 DG3471;SPC GA W     - 1,388,940.80  1,954,539.39   sFT  1.00003395   -0 37 36.2
 DG3471;UTM  16      - 3,742,748.581   658,011.330   MT  0.99990780   +0 57 00.9
 DG3471
 DG3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3471!SPC GA W     -   0.99994989  x   1.00003395  =   0.99998384
 DG3471!UTM  16      -   0.99994989  x   0.99990780  =   0.99985770
 DG3471
 DG3471:                Primary Azimuth Mark                     Grid Az
 DG3471:SPC GA W     -  BV 071 204 AZ MK                         007 43 41.6
 DG3471:UTM  16      -  BV 071 204 AZ MK                         006 09 04.5
 DG3471
 DG3471|---------------------------------------------------------------------|
 DG3471| PID    Reference Object                     Distance      Geod. Az  |
 DG3471|                                                           dddmmss.s |
 DG3471| CZ3037 BV 071 204 AZ MK                                   0070605.4 |
 DG3471| DG3444 TALLAPOOSA HOOVER HANES TANK        APPROX. 9.3 KM 1690759.6 |
 DG3471| DG3437 TALLAPOOSA STOFFEL SEAL TANK        APPROX. 8.6 KM 1692537.0 |
 DG3471|---------------------------------------------------------------------|
 DG3471
 DG3471                          SUPERSEDED SURVEY CONTROL
 DG3471
 DG3471  NAD 83(1994)-  33 48 47.32851(N)    085 17 34.01265(W) AD(       ) 1
 DG3471  NAD 83(1986)-  33 48 47.33110(N)    085 17 34.00810(W) AD(       ) 1
 DG3471  NAD 27      -  33 48 46.95610(N)    085 17 34.17742(W) AD(       ) 1
 DG3471  NGVD 29 (07/19/86)  347.9    (m)         1141.     (f) VERT ANG       
 DG3471
 DG3471.Superseded values are not recommended for survey control.
 DG3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3471.See file dsdata.txt to determine how the superseded data were derived.
 DG3471
 DG3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5801142749(NAD 83)
 DG3471_MARKER: DD = SURVEY DISK
 DG3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3471
 DG3471  HISTORY     - Date     Condition        Report By
 DG3471  HISTORY     - 1973     MONUMENTED       GADT
 DG3471
 DG3471                          STATION DESCRIPTION
 DG3471
 DG3471'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3471'THE STATION IS LOCATED AIRLINE ABOUT 4.5 MILES NORTH OF
 DG3471'TALLAPOOSA AND 5.9 MILES WEST OF BUCHANAN.
 DG3471'
 DG3471'TO REACH FROM THE INTERSECTION OF GEORGIA 100 AND U.S. 78 IN
 DG3471'TALLAPOOSA GO NORTH ON GEORGIA 100 FOR 0.65 MILES TO THE
 DG3471'INTERSECTION OF GEORGIA 100 AND GEORGIA 120.  CONTINUE NORTH ON
 DG3471'GEORGIA 100 FOR 1.45 MILES TO THE TALLAPOOSA RIVER.  CONTINUE
 DG3471'NORTH ON GEORGIA 100 FOR 2.50 MILES TO THE STATION LOCATED ON A
 DG3471'15 FEET CUT BANK.  THERE IS A DRIVE WAY THAT RUNS UP THE SOUTH
 DG3471'END OF THE CUT AND GOES INTO A PASTURE.
 DG3471'
 DG3471'THE STATION, A STANDARD DISK STAMPED 071-204, IS SET IN A
 DG3471'10 INCH DIAMETER CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3471'THE GROUND.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 DG3471'CONCRETE 2.3 FEET BELOW THE GROUND SURFACE.  THE STATION IS
 DG3471'LOCATED 6.7 FEET EAST OF A CORNER FENCE POST, 43.6 FEET WEST OF
 DG3471'THE CENTERLINE OF GEORGIA 100, AND 115 FEET SOUTHEAST OF THE
 DG3471'NORTH CORNER OF THE FOUNDATION OF A METAL SILO.
 DG3471'
 DG3471'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON
 DG3471'GEORGIA 100 FOR 0.65 MILES TO THE STATION ON THE RIGHT SIDE OF
 DG3471'GEORGIA 100.  THE MARK IS 30.8 FEET EAST OF THE CENTERLINE OF
 DG3471'THE HIGHWAY, 12.5 FEET NORTHWEST OF A POWER POLE, AND 75.1 FEET
 DG3471'NORTHWEST OF A GEORGIA HIGHWAY RIGHT OF WAY MARKER.  IT IS A
 DG3471'STANDARD DISK STAMPED AZI SET IN THE TOP OF A 10 INCH
 DG3471'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3362 ***********************************************************************
 DG3362  DESIGNATION -  BV 071 205
 DG3362  PID         -  DG3362
 DG3362  STATE/COUNTY-  GA/HARALSON
 DG3362  USGS QUAD   -  BUCHANAN (1973)
 DG3362
 DG3362                         *CURRENT SURVEY CONTROL
 DG3362  ___________________________________________________________________
 DG3362* NAD 83(1994)-  33 50 20.81871(N)    085 10 34.62151(W)     ADJUSTED  
 DG3362* NAVD 88     -       368.0    (meters)    1207.     (feet)  VERTCON   
 DG3362  ___________________________________________________________________
 DG3362  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DG3362  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3362
 DG3362  HORZ ORDER  -  FIRST
 DG3362
 DG3362.The horizontal coordinates were established by classical geodetic methods
 DG3362.and adjusted by the National Geodetic Survey in September 1997..
 DG3362
 DG3362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3362
 DG3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3362
 DG3362.The geoid height was determined by GEOID03.
 DG3362
 DG3362;                    North         East     Units Scale Factor Converg.
 DG3362;SPC GA W     -   426,118.582   606,558.759   MT  1.00000760   -0 33 44.1
 DG3362;SPC GA W     - 1,398,024.05  1,990,018.20   sFT  1.00000760   -0 33 44.1
 DG3362;UTM  16      - 3,745,813.532   668,743.995   MT  0.99995103   +1 00 56.9
 DG3362
 DG3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3362!SPC GA W     -   0.99994676  x   1.00000760  =   0.99995436
 DG3362!UTM  16      -   0.99994676  x   0.99995103  =   0.99989780
 DG3362
 DG3362:                Primary Azimuth Mark                     Grid Az
 DG3362:SPC GA W     -  BUCHANAN ATT MICROWAVE                   097 23 13.2
 DG3362:UTM  16      -  BUCHANAN ATT MICROWAVE                   095 48 32.2
 DG3362
 DG3362|---------------------------------------------------------------------|
 DG3362| PID    Reference Object                     Distance      Geod. Az  |
 DG3362|                                                           dddmmss.s |
 DG3362| DG3358 BUCHANAN ATT MICROWAVE              APPROX. 5.5 KM 0964929.1 |
 DG3362| CZ3038 BV 071 205 AZ MK                                   3500629.7 |
 DG3362|---------------------------------------------------------------------|
 DG3362
 DG3362                          SUPERSEDED SURVEY CONTROL
 DG3362
 DG3362  NAD 83(1994)-  33 50 20.82136(N)    085 10 34.62219(W) AD(       ) 1
 DG3362  NAD 83(1986)-  33 50 20.82334(N)    085 10 34.61972(W) AD(       ) 1
 DG3362  NAD 27      -  33 50 20.44666(N)    085 10 34.80525(W) AD(       ) 1
 DG3362  NGVD 29 (07/19/86)  367.9    (m)         1207.     (f) VERT ANG       
 DG3362
 DG3362.Superseded values are not recommended for survey control.
 DG3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3362.See file dsdata.txt to determine how the superseded data were derived.
 DG3362
 DG3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6874445814(NAD 83)
 DG3362_MARKER: DD = SURVEY DISK
 DG3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3362
 DG3362  HISTORY     - Date     Condition        Report By
 DG3362  HISTORY     - 1973     MONUMENTED       GADT
 DG3362
 DG3362                          STATION DESCRIPTION
 DG3362
 DG3362'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3362'THE STATION IS LOCATED 9.2 MILES NORTHEAST OF TALLAPOOSA, 2.7
 DG3362'MILES NORTH-NORTHEAST OF BUCHANAN, AND 8.3 MILES NORTH-NORTHWEST
 DG3362'OF BREMEN.
 DG3362'
 DG3362'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 120
 DG3362'IN BUCHANAN, GO NORTH ON U.S. 27 FOR 0.6 MILE TO COUNTY ROAD 225
 DG3362'ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON COUNTY ROAD 225
 DG3362'FOR 2.4 MILES TO A DIRT DRIVE ON THE LEFT.  TURN LEFT ONTO THE
 DG3362'DRIVE AND GO NORTHWEST FOR 0.05 MILES TO THE STATION ON THE
 DG3362'EAST SIDE OF THE DRIVE.
 DG3362'
 DG3362'THE STATION IS A STANDARD DISK STAMPED 071-205 AND SET IN A
 DG3362'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3362'UNDERGROUND MARK, A STANDARD DISK STAMPED 071-205, WAS SET
 DG3362'IN AN IRREGULAR MASS OF CONCRETE 0.82 METERS BELOW THE STATION.
 DG3362'
 DG3362'THE STATION IS LOCATED 93.0 FEET WEST OF THE CENTERLINE OF
 DG3362'COUNTY ROAD 225, 13.7 FEET EAST OF THE CENTERLINE OF THE DIRT
 DG3362'DRIVE, AND 6.3 FEET NORTHEAST OF A WITNESS POST.
 DG3362'
 DG3362'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 DG3362'THE DIRT DRIVE FOR 0.05 MILES TO COUNTY ROAD 225.  TURN LEFT
 DG3362'AND GO NORTHEAST ON COUNTY ROAD 225 FOR 0.1 MILE TO A DIRT
 DG3362'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE DIRT ROAD FOR
 DG3362'0.4 MILES TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 DG3362'
 DG3362'THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A 10-INCH
 DG3362'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS LOCATED 2.9
 DG3362'FEET SOUTHWEST OF A PASTURE FENCE, AND 20.4 FEET NORTHEAST OF
 DG3362'THE CENTERLINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3472 ***********************************************************************
 DG3472  DESIGNATION -  BV 071 206
 DG3472  PID         -  DG3472
 DG3472  STATE/COUNTY-  GA/HARALSON
 DG3472  USGS QUAD   -  TALLAPOOSA NORTH (1966)
 DG3472
 DG3472                         *CURRENT SURVEY CONTROL
 DG3472  ___________________________________________________________________
 DG3472* NAD 83(1994)-  33 47 30.94566(N)    085 20 29.49330(W)     ADJUSTED  
 DG3472* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 DG3472  ___________________________________________________________________
 DG3472  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DG3472  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG3472
 DG3472  HORZ ORDER  -  FIRST
 DG3472
 DG3472.The horizontal coordinates were established by classical geodetic methods
 DG3472.and adjusted by the National Geodetic Survey in September 1997..
 DG3472
 DG3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3472
 DG3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3472
 DG3472.The geoid height was determined by GEOID03.
 DG3472
 DG3472;                    North         East     Units Scale Factor Converg.
 DG3472;SPC GA W     -   421,047.126   591,204.906   MT  1.00004587   -0 39 12.6
 DG3472;SPC GA W     - 1,381,385.45  1,939,644.76   sFT  1.00004587   -0 39 12.6
 DG3472;UTM  16      - 3,740,322.016   653,537.143   MT  0.99989062   +0 55 21.3
 DG3472
 DG3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3472!SPC GA W     -   0.99995254  x   1.00004587  =   0.99999841
 DG3472!UTM  16      -   0.99995254  x   0.99989062  =   0.99984317
 DG3472
 DG3472:                Primary Azimuth Mark                     Grid Az
 DG3472:SPC GA W     -  TALLAPOOSA MUN TANK                      137 16 01.5
 DG3472:UTM  16      -  TALLAPOOSA MUN TANK                      135 41 27.6
 DG3472
 DG3472|---------------------------------------------------------------------|
 DG3472| PID    Reference Object                     Distance      Geod. Az  |
 DG3472|                                                           dddmmss.s |
 DG3472| DG3439 TALLAPOOSA MUN TANK                 APPROX. 7.5 KM 1363648.9 |
 DG3472| CZ3039 BV 071 206 AZ MK                                   1383027.0 |
 DG3472| DG3436 TALLAPOOSA MILLS WATER TANK         APPROX. 6.9 KM 1440608.8 |
 DG3472|---------------------------------------------------------------------|
 DG3472
 DG3472                          SUPERSEDED SURVEY CONTROL
 DG3472
 DG3472  NAD 83(1994)-  33 47 30.94696(N)    085 20 29.49513(W) AD(       ) 1
 DG3472  NAD 83(1986)-  33 47 30.94982(N)    085 20 29.49038(W) AD(       ) 1
 DG3472  NAD 27      -  33 47 30.57569(N)    085 20 29.65496(W) AD(       ) 1
 DG3472  NGVD 29 (07/19/86)  331.     (m)         1086.     (f) VERT ANG       
 DG3472
 DG3472.Superseded values are not recommended for survey control.
 DG3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3472.See file dsdata.txt to determine how the superseded data were derived.
 DG3472
 DG3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5353740322(NAD 83)
 DG3472_MARKER: DD = SURVEY DISK
 DG3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3472
 DG3472  HISTORY     - Date     Condition        Report By
 DG3472  HISTORY     - 1973     MONUMENTED       GADT
 DG3472
 DG3472                          STATION DESCRIPTION
 DG3472
 DG3472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3472'THE STATION IS LOCATED 4.4 MILES NORTHWEST OF TALLAPOOSA, 1.4
 DG3472'MILES EAST OF THE GEORGIA - ALABAMA STATE LINE, AND 8.8 MILES
 DG3472'WEST OF BUCHANAN.
 DG3472'
 DG3472'TO REACH FROM THE INTERSECTION OF STATE ROUTE 120 AND STATE
 DG3472'ROUTE 100 IN TALLAPOOSA, GO NORTH ON STATE ROUTE 100 FOR 0.80
 DG3472'MILES TO COUNTY ROAD 168 ON THE LEFT.  TURN LEFT AND GO
 DG3472'NORTHWEST ON COUNTY ROAD 168 FOR 2.25 MILES TO COUNTY ROAD 162
 DG3472'ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 162 FOR 1.0
 DG3472'MILES TO A FORK.  BEAR RIGHT AND GO NORTHWEST ON THE RIGHT FORK
 DG3472'FOR 0.20 MILES TO ANOTHER FORK.  BEAR RIGHT AND GO NORTHEAST
 DG3472'ON THE RIGHT FORK FOR 0.30 MILES TO A CHURCH CEMETERY ON THE
 DG3472'RIGHT.  TURN RIGHT AT THE CEMETERY DRIVE AND GO APPROXIMATELY
 DG3472'100 FEET TO THE STATION ON THE LEFT SIDE OF THE DRIVE.
 DG3472'
 DG3472'THE STATION IS A STANDARD DISK STAMPED 071-206 AND SET IN A
 DG3472'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3472'UNDERGROUND MARK, STAMPED 071-206, WAS SET IN AN IRREGULAR MASS
 DG3472'OF CONCRETE APPROXIMATELY 0.90 METERS BELOW THE STATION.
 DG3472'
 DG3472'THE AZIMUTH MARK WAS DESTROYED SHORTLY AFTER THE SURVEY.  THE
 DG3472'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 DG3472'
 DG3472'THE AZIMUTH MARK WAS LOCATED ON THE SOUTHWEST SIDE OF THE
 DG3472'COUNTY ROAD 0.1 MILE SOUTHEAST OF THE STATION, 20 FEET SOUTHWEST
 DG3472'OF THE CENTERLINE OF THE ROAD, AND 10 FEET NORTHWEST OF
 DG3472'THE CENTERLINE OF A FIELD ROAD.  IT WAS A STANDARD DISK STAMPED
 DG3472'AZI SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3472'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3371 ***********************************************************************
 DG3371  DESIGNATION -  BV 071 207
 DG3371  PID         -  DG3371
 DG3371  STATE/COUNTY-  GA/HARALSON
 DG3371  USGS QUAD   -  FELTON (1981)
 DG3371
 DG3371                         *CURRENT SURVEY CONTROL
 DG3371  ___________________________________________________________________
 DG3371* NAD 83(1994)-  33 52 57.43293(N)    085 09 54.78259(W)     ADJUSTED  
 DG3371* NAVD 88     -       356.7    (meters)    1170.     (feet)  VERTCON   
 DG3371  ___________________________________________________________________
 DG3371  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DG3371  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3371
 DG3371  HORZ ORDER  -  FIRST
 DG3371
 DG3371.The horizontal coordinates were established by classical geodetic methods
 DG3371.and adjusted by the National Geodetic Survey in September 1997..
 DG3371
 DG3371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3371
 DG3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3371
 DG3371.The geoid height was determined by GEOID03.
 DG3371
 DG3371;                    North         East     Units Scale Factor Converg.
 DG3371;SPC GA W     -   430,933.836   607,629.865   MT  1.00000515   -0 33 24.2
 DG3371;SPC GA W     - 1,413,822.09  1,993,532.32   sFT  1.00000515   -0 33 24.2
 DG3371;UTM  16      - 3,750,656.212   669,681.962   MT  0.99995494   +1 01 23.2
 DG3371
 DG3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3371!SPC GA W     -   0.99994854  x   1.00000515  =   0.99995369
 DG3371!UTM  16      -   0.99994854  x   0.99995494  =   0.99990348
 DG3371
 DG3371:                Primary Azimuth Mark                     Grid Az
 DG3371:SPC GA W     -  BV 071 207 AZ MK                         088 59 44.4
 DG3371:UTM  16      -  BV 071 207 AZ MK                         087 24 57.0
 DG3371
 DG3371|---------------------------------------------------------------------|
 DG3371| PID    Reference Object                     Distance      Geod. Az  |
 DG3371|                                                           dddmmss.s |
 DG3371| CZ3040 BV 071 207 AZ MK                                   0882620.2 |
 DG3371| DG3358 BUCHANAN ATT MICROWAVE              APPROX. 7.1 KM 1405529.1 |
 DG3371|---------------------------------------------------------------------|
 DG3371
 DG3371                          SUPERSEDED SURVEY CONTROL
 DG3371
 DG3371  NAD 83(1994)-  33 52 57.43575(N)    085 09 54.78395(W) AD(       ) 1
 DG3371  NAD 83(1986)-  33 52 57.43749(N)    085 09 54.78089(W) AD(       ) 1
 DG3371  NAD 27      -  33 52 57.06438(N)    085 09 54.96331(W) AD(       ) 1
 DG3371  NGVD 29 (07/19/86)  356.6    (m)         1170.     (f) VERT ANG       
 DG3371
 DG3371.Superseded values are not recommended for survey control.
 DG3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3371.See file dsdata.txt to determine how the superseded data were derived.
 DG3371
 DG3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6968250656(NAD 83)
 DG3371_MARKER: DD = SURVEY DISK
 DG3371_SETTING: 0 = UNSPECIFIED SETTING
 DG3371
 DG3371  HISTORY     - Date     Condition        Report By
 DG3371  HISTORY     - 1973     MONUMENTED       GADT
 DG3371
 DG3371                          STATION DESCRIPTION
 DG3371
 DG3371'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3371'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES NORTH OF
 DG3371'BUCHANAN, 10.2 MILES SOUTHEAST OF CEDARTOWN, AND 12.5 MILES
 DG3371'NORTHWEST OF TEMPLE.
 DG3371'
 DG3371'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 27
 DG3371'AND STATE ROUTE 120 AT THE HARALSON COUNTY COURTHOUSE IN
 DG3371'BUCHANAN, PROCEED WEST ALONG STATE ROUTE 120 FOR 0.8 MILES TO
 DG3371'THE INTERSECTION OF HARALSON COUNTY ROAD 224 ON THE LEFT.  PROCEED
 DG3371'NORTH ALONG COUNTY ROAD 224 FOR 3.7 MILES TO THE
 DG3371'INTERSECTION OF COUNTY ROAD 222.  TURN LEFT, NORTHWEST, AND
 DG3371'PROCEED ON COUNTY ROAD 222 FOR 0.6 MILES TO THE FORK OF COUNTY
 DG3371'ROAD 235 ON THE LEFT.  TURN RIGHT AND CONTINUE NORTHWEST ALONG
 DG3371'COUNTY ROAD 222 FOR 0.8 MILE TO THE FORK OF COUNTY ROAD 220
 DG3371'TO THE LEFT.  TURN RIGHT AND CONTINUE ALONG COUNTY ROAD 222
 DG3371'FOR 1.1 MILES TO MT. ZION CHURCH ON THE RIGHT.  CONTINUE
 DG3371'ALONG COUNTY ROAD 222 FOR 0.1 MILE TO THE INTERSECTION OF
 DG3371'A DIM WOODS ROAD ON THE LEFT.  TURN LEFT, WEST, AND FOLLOW THE
 DG3371'WOODS ROAD AROUND THE EDGE OF A CLEARED AREA FOR 0.1 MILES
 DG3371'TO THE STATION NEAR THE CREST OF A HILL ON KRAFT PAPER
 DG3371'COMPANY PROPERTY.
 DG3371'
 DG3371'THE STATION IS A STANDARD DISK STAMPED 071-207 SET IN A
 DG3371'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3371'UNDERGROUND MARK WAS SET 3 FEET BELOW THE STATION IN AN
 DG3371'IRREGULAR MASS OF CONCRETE.  IT IS STAMPED 071-207.
 DG3371'
 DG3371'THE STATION IS 3.7 FEET SOUTHWEST OF A WITNESS POST, 19.9 FEET
 DG3371'SOUTHWEST OF A 10-INCH OAK TREE (THE ONLY TREE LEFT STANDING ON
 DG3371'THE HILL), 402.9 FEET SOUTHWEST OF THE SECOND POWER POLE NORTH
 DG3371'OF MT. ZION CHURCH, AND 137.9 FEET SOUTH OF A 24-INCH PINE TREE
 DG3371'ON THE EDGE OF THE WOODS LINE (THE LARGEST IN THE AREA).
 DG3371'
 DG3371'THE AZIMUTH MARK, A STANDARD DISK STAMPED AZI AND SET IN A
 DG3371'CONCRETE POST, IS LOCATED APPROXIMATELY 0.15 MILES EAST OF THE
 DG3371'STATION AT THE MT. ZION CHURCH.  IT IS 96.9 FEET NORTHWEST OF
 DG3371'THE FIRST POWER POLE WITH A TRANSFORMER NORTH OF THE CHURCH,
 DG3371'21.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 21.2
 DG3371'FEET NORTH OF THE CENTERLINE OF THE POWERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3357 ***********************************************************************
 DG3357  DESIGNATION -  BV 071 208
 DG3357  PID         -  DG3357
 DG3357  STATE/COUNTY-  GA/HARALSON
 DG3357  USGS QUAD   -  DRAKETOWN (1982)
 DG3357
 DG3357                         *CURRENT SURVEY CONTROL
 DG3357  ___________________________________________________________________
 DG3357* NAD 83(1994)-  33 47 15.74021(N)    085 05 03.27596(W)     ADJUSTED  
 DG3357* NAVD 88     -       387.3    (meters)    1271.     (feet)  VERTCON   
 DG3357  ___________________________________________________________________
 DG3357  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG3357  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG3357
 DG3357  HORZ ORDER  -  FIRST
 DG3357
 DG3357.The horizontal coordinates were established by classical geodetic methods
 DG3357.and adjusted by the National Geodetic Survey in September 1997..
 DG3357
 DG3357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3357
 DG3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3357
 DG3357.The geoid height was determined by GEOID03.
 DG3357
 DG3357;                    North         East     Units Scale Factor Converg.
 DG3357;SPC GA W     -   420,336.660   615,026.679   MT  0.99998898   -0 30 37.1
 DG3357;SPC GA W     - 1,379,054.53  2,017,800.03   sFT  0.99998898   -0 30 37.1
 DG3357;UTM  16      - 3,740,267.002   677,367.581   MT  0.99998784   +1 03 56.4
 DG3357
 DG3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3357!SPC GA W     -   0.99994375  x   0.99998898  =   0.99993273
 DG3357!UTM  16      -   0.99994375  x   0.99998784  =   0.99993159
 DG3357
 DG3357:                Primary Azimuth Mark                     Grid Az
 DG3357:SPC GA W     -  BV 071 208 AZ MK                         156 27 39.4
 DG3357:UTM  16      -  BV 071 208 AZ MK                         154 53 05.9
 DG3357
 DG3357|---------------------------------------------------------------------|
 DG3357| PID    Reference Object                     Distance      Geod. Az  |
 DG3357|                                                           dddmmss.s |
 DG3357| CZ3041 BV 071 208 AZ MK                                   1555702.3 |
 DG3357| DG3369 HARALSON                            APPROX. 7.8 KM 2625919.2 |
 DG3357|---------------------------------------------------------------------|
 DG3357
 DG3357                          SUPERSEDED SURVEY CONTROL
 DG3357
 DG3357  NAD 83(1994)-  33 47 15.74290(N)    085 05 03.27730(W) AD(       ) 1
 DG3357  NAD 83(1986)-  33 47 15.74510(N)    085 05 03.27397(W) AD(       ) 1
 DG3357  NAD 27      -  33 47 15.36539(N)    085 05 03.46385(W) AD(       ) 1
 DG3357  NGVD 29 (07/19/86)  387.2    (m)         1270.     (f) VERT ANG       
 DG3357
 DG3357.Superseded values are not recommended for survey control.
 DG3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3357.See file dsdata.txt to determine how the superseded data were derived.
 DG3357
 DG3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7736840267(NAD 83)
 DG3357_MARKER: DD = SURVEY DISK
 DG3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3357
 DG3357  HISTORY     - Date     Condition        Report By
 DG3357  HISTORY     - 1973     MONUMENTED       GADT
 DG3357
 DG3357                          STATION DESCRIPTION
 DG3357
 DG3357'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3357'THE STATION IS LOCATED AIRLINE ABOUT 6.0 MILES EAST-SOUTHEAST OF
 DG3357'BUCHANAN, 6.0 MILES NORTHEAST OF BREMEN, 4.5 MILES NORTHWEST
 DG3357'OF TEMPLE.
 DG3357'
 DG3357'TO REACH FROM THE JUNCTION OF U.S. 27 AND STATE ROUTE 120 IN
 DG3357'BUCHANAN, GO SOUTH ON U.S. 27 FOR 2.2 MILES TO COUNTY ROAD 91038
 DG3357'ON THE LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD 91038 FOR 2.35
 DG3357'MILES TO A PAVED CROSSROADS.  KEEP STRAIGHT AHEAD AND CONTINUE
 DG3357'EAST ON COUNTY ROAD 91038 1.5 MILES TO A PAVED CROSSROADS.  KEEP
 DG3357'STRAIGHT AHEAD AND CONTINUE EAST ON COUNTY ROAD 91038 1.15 MILES
 DG3357'TO A FRAME HOUSE ON THE LEFT AND THE STATION, NEAR THE
 DG3357'SOUTHEAST CORNER OF THE HOUSE.
 DG3357'
 DG3357'THE STATION IS 5.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DG3357'HOUSE, 12.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE PORCH,
 DG3357'59.3 NORTH OF THE INTERSECTION OF THE CENTERLINES OF THE ROAD AND
 DG3357'DRIVE, AND 30.6 FEET NORTH OF WITNESS POST.
 DG3357'
 DG3357'THE STATION IS A STANDARD DISK, STAMPED 071-208, SET IN A
 DG3357'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3357'UNDERGROUND MARK, A STANDARD DISK STAMPED 071-208, IS SET IN AN
 DG3357'IRREGULAR MASS OF CONCRETE ABOUT 0.83 METERS BELOW THE STATION.
 DG3357'
 DG3357'THE AZIMUTH MARK IS 0.15 MILES SOUTHEAST OF THE STATION.  TO
 DG3357'REACH FROM THE STATION, CONTINUE EAST ON COUNTY ROAD 91038 FOR
 DG3357'0.05 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 DG3357'GRADED ROAD 0.10 MILES TO THE MARK ON THE RIGHT JUST PAST DRIVE
 DG3357'TO BRICK HOUSE ON THE RIGHT.  THE MARK IS 18.1 FEET WEST OF THE
 DG3357'CENTERLINE OF THE ROAD, 54.0 FEET SOUTHWEST OF THE INTERSECTION
 DG3357'OF THE CENTERLINES OF THE ROAD AND THE DRIVE, AND 39.1 FEET
 DG3357'SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE PIPE UNDER
 DG3357'DRIVE.  THE MARK IS A STANDARD DISK STAMPED AZI SET IN A
 DG3357'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3365 ***********************************************************************
 DG3365  DESIGNATION -  BV 071 209
 DG3365  PID         -  DG3365
 DG3365  STATE/COUNTY-  GA/HARALSON
 DG3365  USGS QUAD   -  BUCHANAN (1973)
 DG3365
 DG3365                         *CURRENT SURVEY CONTROL
 DG3365  ___________________________________________________________________
 DG3365* NAD 83(1994)-  33 48 34.51368(N)    085 13 15.77093(W)     ADJUSTED  
 DG3365* NAVD 88     -       373.2    (meters)    1224.     (feet)  VERTCON   
 DG3365  ___________________________________________________________________
 DG3365  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DG3365  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG3365
 DG3365  HORZ ORDER  -  SECOND
 DG3365
 DG3365.The horizontal coordinates were established by classical geodetic methods
 DG3365.and adjusted by the National Geodetic Survey in September 1997..
 DG3365
 DG3365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3365
 DG3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3365
 DG3365.The geoid height was determined by GEOID03.
 DG3365
 DG3365;                    North         East     Units Scale Factor Converg.
 DG3365;SPC GA W     -   422,884.904   602,382.094   MT  1.00001744   -0 35 12.3
 DG3365;SPC GA W     - 1,387,414.89  1,976,315.25   sFT  1.00001744   -0 35 12.3
 DG3365;UTM  16      - 3,742,466.337   664,658.215   MT  0.99993424   +0 59 24.3
 DG3365
 DG3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3365!SPC GA W     -   0.99994594  x   1.00001744  =   0.99996338
 DG3365!UTM  16      -   0.99994594  x   0.99993424  =   0.99988019
 DG3365
 DG3365:                Primary Azimuth Mark                     Grid Az
 DG3365:SPC GA W     -  BV 071 209 AZ MK                         110 17 46.6
 DG3365:UTM  16      -  BV 071 209 AZ MK                         108 43 10.0
 DG3365
 DG3365|---------------------------------------------------------------------|
 DG3365| PID    Reference Object                     Distance      Geod. Az  |
 DG3365|                                                           dddmmss.s |
 DG3365| CZ3042 BV 071 209 AZ MK                                   1094234.3 |
 DG3365| DG3359 BUCHANAN MUN STANDPIPE              APPROX. 3.2 KM 1113022.9 |
 DG3365| DG3367 BUCHANAN SEWELL MFG CO TANK         APPROX. 4.0 KM 1121853.8 |
 DG3365|---------------------------------------------------------------------|
 DG3365
 DG3365                          SUPERSEDED SURVEY CONTROL
 DG3365
 DG3365  NAD 83(1994)-  33 48 34.51600(N)    085 13 15.77243(W) AD(       ) 2
 DG3365  NAD 83(1986)-  33 48 34.51827(N)    085 13 15.76844(W) AD(       ) 2
 DG3365  NAD 27      -  33 48 34.14104(N)    085 13 15.94467(W) AD(       ) 2
 DG3365  NGVD 29 (07/19/86)  373.1    (m)         1224.     (f) VERT ANG       
 DG3365
 DG3365.Superseded values are not recommended for survey control.
 DG3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3365.See file dsdata.txt to determine how the superseded data were derived.
 DG3365
 DG3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6465842466(NAD 83)
 DG3365_MARKER: DD = SURVEY DISK
 DG3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3365
 DG3365  HISTORY     - Date     Condition        Report By
 DG3365  HISTORY     - 1973     MONUMENTED       GADT
 DG3365
 DG3365                          STATION DESCRIPTION
 DG3365
 DG3365'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3365'THE STATION IS LOCATED AIRLINE ABOUT 6.0 MILES NORTHEAST OF
 DG3365'TALLAPOOSA AND 2.0 MILES NORTHWEST OF BUCHANAN.
 DG3365'
 DG3365'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 120
 DG3365'IN BUCHANAN, GO WEST ON STATE ROUTE 120 FOR 0.25 MILES TO COUNTY
 DG3365'ROAD S-2340 ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON
 DG3365'COUNTY ROAD S-2340 FOR 1.0 MILES TO THE AZIMUTH MARK ON THE LEFT,
 DG3365'NEAR THE WEST END OF ROADWAY CUT.  CONTINUE AHEAD ON COUNTY ROAD
 DG3365'S-2340 0.7 MILES TO A DRIVE ON THE LEFT, OPPOSITE NURSERY FARM
 DG3365'ON THE RIGHT.  TURN LEFT INTO DRIVE AND GO SOUTH ABOUT FIFTY
 DG3365'YARDS TO A UTILITY POLE ON THE RIGHT, AND THE STATION.
 DG3365'
 DG3365'THE STATION IS 16.0 FEET WEST OF THE UTILITY POLE AT THE EDGE OF
 DG3365'THE DRIVE, 13.2 FEET SOUTHSOUTHWEST OF A 10-INCH CRABAPPLE TREE,
 DG3365'47.3 FEET SOUTH OF A 6-INCH PINE, AND 69.4 FEET SOUTHEAST OF A
 DG3365'UTILITY POLE.
 DG3365'
 DG3365'THE STATION, A STANDARD DISK STAMPED 071-209, IS SET IN A
 DG3365'CYLINDRICAL CONCRETE POST, FLUSH WITH THE GROUND.  THE UNDERGROUND
 DG3365'MARK, A STANDARD DISK STAMPED 071-209, IS SET IN AN IRREGULAR
 DG3365'MASS OF CONCRETE ABOUT 0.83 METERS BELOW GROUND.
 DG3365'
 DG3365'THE AZIMUTH MARK IS 0.7 MILES SOUTHEAST OF THE STATION ON THE
 DG3365'SOUTH SIDE OF THE ROAD, 25.0 FEET SOUTH OF THE EDGE OF THE CUT,
 DG3365'31.6 FEET SOUTHEAST OF A RIGHT OF WAY MARKER, 25.8 FEET EAST OF
 DG3365'A RIGHT OF WAY MARKER, AND 20.7 FEET NORTH OF AN 8-INCH PINE.  THE
 DG3365'MARK IS A STANDARD DISK, STAMPED AZI, SET IN CONCRETE POST FLUSH
 DG3365'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3360 ***********************************************************************
 DG3360  DESIGNATION -  BV 071 210
 DG3360  PID         -  DG3360
 DG3360  STATE/COUNTY-  GA/HARALSON
 DG3360  USGS QUAD   -  BUCHANAN (1973)
 DG3360
 DG3360                         *CURRENT SURVEY CONTROL
 DG3360  ___________________________________________________________________
 DG3360* NAD 83(1994)-  33 46 59.59250(N)    085 07 44.11855(W)     ADJUSTED  
 DG3360* NAVD 88     -       380.7    (meters)    1249.     (feet)  VERTCON   
 DG3360  ___________________________________________________________________
 DG3360  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DG3360  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3360
 DG3360  HORZ ORDER  -  SECOND
 DG3360
 DG3360.The horizontal coordinates were established by classical geodetic methods
 DG3360.and adjusted by the National Geodetic Survey in September 1997..
 DG3360
 DG3360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3360
 DG3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3360
 DG3360.The geoid height was determined by GEOID03.
 DG3360
 DG3360;                    North         East     Units Scale Factor Converg.
 DG3360;SPC GA W     -   419,876.911   610,884.379   MT  0.99999787   -0 32 06.4
 DG3360;SPC GA W     - 1,377,546.17  2,004,209.83   sFT  0.99999787   -0 32 06.4
 DG3360;UTM  16      - 3,739,693.519   673,239.551   MT  0.99996999   +1 02 26.4
 DG3360
 DG3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3360!SPC GA W     -   0.99994477  x   0.99999787  =   0.99994265
 DG3360!UTM  16      -   0.99994477  x   0.99996999  =   0.99991477
 DG3360
 DG3360:                Primary Azimuth Mark                     Grid Az
 DG3360:SPC GA W     -  BV 071 210 AZ MK                         343 24 27.0
 DG3360:UTM  16      -  BV 071 210 AZ MK                         341 49 54.2
 DG3360
 DG3360|---------------------------------------------------------------------|
 DG3360| PID    Reference Object                     Distance      Geod. Az  |
 DG3360|                                                           dddmmss.s |
 DG3360| CZ3043 BV 071 210 AZ MK                                   3425220.6 |
 DG3360|---------------------------------------------------------------------|
 DG3360
 DG3360                          SUPERSEDED SURVEY CONTROL
 DG3360
 DG3360  NAD 83(1994)-  33 46 59.59499(N)    085 07 44.11999(W) AD(       ) 2
 DG3360  NAD 83(1986)-  33 46 59.59734(N)    085 07 44.11629(W) AD(       ) 2
 DG3360  NAD 27      -  33 46 59.21803(N)    085 07 44.30069(W) AD(       ) 2
 DG3360  NGVD 29 (07/19/86)  380.6    (m)         1249.     (f) VERT ANG       
 DG3360
 DG3360.Superseded values are not recommended for survey control.
 DG3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3360.See file dsdata.txt to determine how the superseded data were derived.
 DG3360
 DG3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7324039694(NAD 83)
 DG3360_MARKER: DD = SURVEY DISK
 DG3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3360
 DG3360  HISTORY     - Date     Condition        Report By
 DG3360  HISTORY     - 1973     MONUMENTED       GADT
 DG3360
 DG3360                          STATION DESCRIPTION
 DG3360
 DG3360'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3360'THE STATION IS LOCATED AIRLINE ABOUT 3.5 MILES SOUTHEAST OF
 DG3360'BUCHANAN, 4.0 MILES NORTHNORTHEAST OF BREMEN, AND 6.5 MILES
 DG3360'NORTHWEST OF TEMPLE.
 DG3360'
 DG3360'TO REACH FROM THE JUNCTION OF U.S. 27 AND STATE ROUTE 120 IN
 DG3360'BUCHANAN, GO SOUTH ON U.S. 27 FOR 2.2 MILES TO COUNTY ROAD 91038
 DG3360'ON THE LEFT.  TURN LEFT ON COUNTY ROAD 91038 AND GO EAST 2.35
 DG3360'MILES TO A PAVED CROSSROADS.  TURN LEFT AND GO NORTH 0.1 MILES
 DG3360'TO THE STATION ON THE RIGHT, AT THE TOP OF A 6-FOOT ROADWAY CUT.
 DG3360'
 DG3360'THE STATION IS 37.2 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DG3360'78.2 FEET EAST OF AN 8-INCH SYCAMORE, 6.0 FEET EAST OF THE TOP OF
 DG3360'THE CUT, AND 81.2 FEET NORTH OF FENCE CORNER.
 DG3360'
 DG3360'THE STATION IS A STANDARD DISK, STAMPED 071-210, SET IN A
 DG3360'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE
 DG3360'UNDERGROUND MARK, A STANDARD DISK STAMPED 071-210, IS SET IN AN
 DG3360'IRREGULAR MASS OF CONCRETE ABOUT 0.85 METERS BELOW THE STATION.
 DG3360'
 DG3360'THE AZIMUTH MARK IS 0.4 MILES NORTH OF THE STATION.  TO REACH
 DG3360'FROM THE STATION, CONTINUE NORTH ON PAVED ROAD 0.4 MILES TO THE
 DG3360'MARK ON THE RIGHT, JUST PAST GRAVEL TURN IN ON RIGHT.  THE MARK
 DG3360'IS 34.6 FEET EAST OF THE CENTERLINE OF THE ROAD, 39.6 FEET
 DG3360'NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF THE ROAD AND
 DG3360'THE GRAVEL TURN IN, 13.1 FEET NORTHEAST OF THE END OF A CONCRETE
 DG3360'PIPE UNDER GRAVEL TURN IN, AND 9.6 FEET NORTHWEST OF FENCE POST
 DG3360'AT NORTH END OF FENCE GAP.  THE MARK IS A STANDARD DISK STAMPED
 DG3360'AZI SET IN TOP OF A CONCRETE POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3366 ***********************************************************************
 DG3366  DESIGNATION -  BV 071 211
 DG3366  PID         -  DG3366
 DG3366  STATE/COUNTY-  GA/HARALSON
 DG3366  USGS QUAD   -  BUCHANAN (1973)
 DG3366
 DG3366                         *CURRENT SURVEY CONTROL
 DG3366  ___________________________________________________________________
 DG3366* NAD 83(1994)-  33 47 50.29205(N)    085 14 42.84240(W)     ADJUSTED  
 DG3366* NAVD 88     -       345.9    (meters)    1135.     (feet)  VERTCON   
 DG3366  ___________________________________________________________________
 DG3366  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG3366  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG3366
 DG3366  HORZ ORDER  -  FIRST
 DG3366
 DG3366.The horizontal coordinates were established by classical geodetic methods
 DG3366.and adjusted by the National Geodetic Survey in September 1997..
 DG3366
 DG3366.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3366
 DG3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3366
 DG3366.The geoid height was determined by GEOID03.
 DG3366
 DG3366;                    North         East     Units Scale Factor Converg.
 DG3366;SPC GA W     -   421,545.641   600,128.459   MT  1.00002292   -0 36 00.0
 DG3366;SPC GA W     - 1,383,020.99  1,968,921.45   sFT  1.00002292   -0 36 00.0
 DG3366;UTM  16      - 3,741,065.703   662,442.480   MT  0.99992531   +0 58 34.7
 DG3366
 DG3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3366!SPC GA W     -   0.99995023  x   1.00002292  =   0.99997315
 DG3366!UTM  16      -   0.99995023  x   0.99992531  =   0.99987554
 DG3366
 DG3366:                Primary Azimuth Mark                     Grid Az
 DG3366:SPC GA W     -  BV 071 211 AZ MK                         053 39 31.4
 DG3366:UTM  16      -  BV 071 211 AZ MK                         052 04 56.7
 DG3366
 DG3366|---------------------------------------------------------------------|
 DG3366| PID    Reference Object                     Distance      Geod. Az  |
 DG3366|                                                           dddmmss.s |
 DG3366| CZ3044 BV 071 211 AZ MK                                   0530331.4 |
 DG3366|---------------------------------------------------------------------|
 DG3366
 DG3366                          SUPERSEDED SURVEY CONTROL
 DG3366
 DG3366  NAD 83(1994)-  33 47 50.29395(N)    085 14 42.84394(W) AD(       ) 1
 DG3366  NAD 83(1986)-  33 47 50.29669(N)    085 14 42.83965(W) AD(       ) 1
 DG3366  NAD 27      -  33 47 49.92015(N)    085 14 43.01490(W) AD(       ) 1
 DG3366  NGVD 29 (07/19/86)  345.8    (m)         1135.     (f) VERT ANG       
 DG3366
 DG3366.Superseded values are not recommended for survey control.
 DG3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3366.See file dsdata.txt to determine how the superseded data were derived.
 DG3366
 DG3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6244241066(NAD 83)
 DG3366_MARKER: DD = SURVEY DISK
 DG3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3366
 DG3366  HISTORY     - Date     Condition        Report By
 DG3366  HISTORY     - 1973     MONUMENTED       GADT
 DG3366
 DG3366                          STATION DESCRIPTION
 DG3366
 DG3366'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3366'THE STATION IS LOCATED AIRLINE ABOUT 4.0 MILES NORTHEAST OF
 DG3366'TALLAPOOSA, AND 3.0 MILES WEST OF BUCHANAN.
 DG3366'
 DG3366'TO REACH FROM THE INTERSECTION OF U.S. 27 AND STATE ROUTE 120 IN
 DG3366'BUCHANAN, GO WEST ON STATE ROUTE 120 0.25 MILES TO COUNTY ROAD
 DG3366'S-2340 ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST AND THEN
 DG3366'SOUTHWEST ON COUNTY ROAD S-2340 FOR 3.2 MILES TO THE AZIMUTH MARK
 DG3366'ON THE LEFT.  CONTINUE AHEAD ON COUNTY ROAD S-2340 FOR 0.4 MILES
 DG3366'TO THE STATION ON THE RIGHT AT THE TOP OF ROADWAY CUT.
 DG3366'
 DG3366'THE STATION IS 63.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 DG3366'115.0 FEET WEST OF A UTILITY POLE, 165.0 FEET WEST OF A STOP SIGN,
 DG3366'AND 182.0 FEET SOUTHWEST OF EITHER OF TWO RIGHT OF WAY MARKERS.
 DG3366'
 DG3366'THE STATION IS A STANDARD DISK, STAMPED 071-211, SET IN A
 DG3366'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 DG3366'MARK, A STANDARD DISK STAMPED 071-211, IS SET IN AN IRREGULAR
 DG3366'MASS OF CONCRETE ABOUT 0.75 METERS BELOW GROUND.
 DG3366'
 DG3366'THE AZIMUTH MARK IS 0.4 MILES NORTHEAST OF THE STATION ON THE
 DG3366'SOUTHEAST SIDE OF THE ROAD, JUST BEFORE GRAVEL TURN-IN ON THE
 DG3366'RIGHT AND OPPOSITE A DRIVE ON THE LEFT.  THE MARK IS 62.4 FEET
 DG3366'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 83.2 FEET SOUTHWEST OF A
 DG3366'RIGHT OF WAY MARKER (CLOSEST TO ROAD OF TWO), 81.8 FEET SOUTHEAST
 DG3366'OF SECOND RIGHT OF WAY MARKER, AND 6.5 FEET NORTHWEST OF THE
 DG3366'FENCE.  THE MARK IS A STANDARD DISK STAMPED AZI SET IN CONCRETE
 DG3366'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3423 ***********************************************************************
 DG3423  DESIGNATION -  BV 071 212 GAHD 1973
 DG3423  PID         -  DG3423
 DG3423  STATE/COUNTY-  GA/HARALSON
 DG3423  USGS QUAD   -  BREMEN (1982)
 DG3423
 DG3423                         *CURRENT SURVEY CONTROL
 DG3423  ___________________________________________________________________
 DG3423* NAD 83(1994)-  33 44 20.55340(N)    085 11 14.63961(W)     ADJUSTED  
 DG3423* NAVD 88     -       372.     (meters)    1220.     (feet)  VERTCON   
 DG3423  ___________________________________________________________________
 DG3423  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DG3423  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3423
 DG3423  HORZ ORDER  -  SECOND
 DG3423
 DG3423.The horizontal coordinates were established by classical geodetic methods
 DG3423.and adjusted by the National Geodetic Survey in September 1997..
 DG3423
 DG3423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3423
 DG3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3423
 DG3423.The geoid height was determined by GEOID03.
 DG3423
 DG3423;                    North         East     Units Scale Factor Converg.
 DG3423;SPC GA W     -   415,029.134   605,419.923   MT  1.00001024   -0 34 01.1
 DG3423;SPC GA W     - 1,361,641.42  1,986,281.86   sFT  1.00001024   -0 34 01.1
 DG3423;UTM  16      - 3,734,697.620   667,910.631   MT  0.99994758   +1 00 25.1
 DG3423
 DG3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3423!SPC GA W     -   0.99994612  x   1.00001024  =   0.99995636
 DG3423!UTM  16      -   0.99994612  x   0.99994758  =   0.99989370
 DG3423
 DG3423:                Primary Azimuth Mark                     Grid Az
 DG3423:SPC GA W     -  BREMEN S MUN TANK                        122 43 37.9
 DG3423:UTM  16      -  BREMEN S MUN TANK                        121 09 11.7
 DG3423
 DG3423|---------------------------------------------------------------------|
 DG3423| PID    Reference Object                     Distance      Geod. Az  |
 DG3423|                                                           dddmmss.s |
 DG3423| DG3428 BREMEN S MUN TANK                   APPROX. 4.2 KM 1220936.8 |
 DG3423| DG3425 BREMEN RAD STA WWCC MAST            APPROX. 3.7 KM 1352507.1 |
 DG3423|---------------------------------------------------------------------|
 DG3423
 DG3423                          SUPERSEDED SURVEY CONTROL
 DG3423
 DG3423  NAD 83(1994)-  33 44 20.55565(N)    085 11 14.64093(W) AD(       ) 2
 DG3423  NAD 83(1986)-  33 44 20.55816(N)    085 11 14.63706(W) AD(       ) 2
 DG3423  NAD 27      -  33 44 20.17539(N)    085 11 14.81520(W) AD(       ) 2
 DG3423  NGVD 29 (07/19/86)  372.     (m)         1220.     (f) VERT ANG       
 DG3423
 DG3423.Superseded values are not recommended for survey control.
 DG3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3423.See file dsdata.txt to determine how the superseded data were derived.
 DG3423
 DG3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6791134698(NAD 83)
 DG3423_MARKER: DD = SURVEY DISK
 DG3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3423+STABILITY: SURFACE MOTION
 DG3423
 DG3423  HISTORY     - Date     Condition        Report By
 DG3423  HISTORY     - 1973     MONUMENTED       GADT
 DG3423
 DG3423                          STATION DESCRIPTION
 DG3423
 DG3423'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3423'THE STATION IS LOCATED 2.9 MILES NORTHWEST OF BREMEN, 2.6 MILES
 DG3423'NORTH OF WACO, AND 5.9 MILES EAST OF TALLAPOOSA ON THE COUNTY
 DG3423'RIGHT-OF-WAY.
 DG3423'
 DG3423'TO REACH FROM THE INTERSECTION OF U.S. 78 AND U.S. 27 IN BREMEN,
 DG3423'GO NORTH ON U.S. 27 FOR 0.25 MILES TO GORDON STREET ON THE
 DG3423'LEFT.  TURN A SHARP LEFT AND GO SOUTHWEST ON GORDON STREET FOR
 DG3423'0.10 MILES TO WADELL STREET ON THE RIGHT.  TURN RIGHT AND GO WEST
 DG3423'ON WADELL STREET FOR 1.1 MILES TO SEWELL STREET ON THE
 DG3423'LEFT.  CONTINUE ON WADELL STREET FOR 1.4 MILES TO A
 DG3423'CHURCH.  CONTINUE AHEAD ON WADELL STREET FOR 0.4 MILE TO THE
 DG3423'STATION ON THE RIGHT LOCATED BETWEEN THE ROAD AND A FENCE.
 DG3423'
 DG3423'THE STATION IS A STANDARD DISK STAMPED 071-212 AND SET IN A
 DG3423'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3423'UNDERGROUND MARK, STAMPED 071-212, WAS SET APPROXIMATELY 0.90
 DG3423'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3423'
 DG3423'THE STATION IS LOCATED 24.5 FEET NORTHEAST OF THE CENTERLINE OF
 DG3423'THE ROAD, 92.2 FEET SOUTH OF A POWER POLE, 2.6 FEET SOUTHWEST OF
 DG3423'THE FENCE, AND 130.0 FEET NORTHWEST OF A POWER POLE.
 DG3423'
 DG3423'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3423'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3364 ***********************************************************************
 DG3364  DESIGNATION -  BV 071 213
 DG3364  PID         -  DG3364
 DG3364  STATE/COUNTY-  GA/HARALSON
 DG3364  USGS QUAD   -  BUCHANAN (1973)
 DG3364
 DG3364                         *CURRENT SURVEY CONTROL
 DG3364  ___________________________________________________________________
 DG3364* NAD 83(1994)-  33 45 37.45970(N)    085 08 48.29487(W)     ADJUSTED  
 DG3364* NAVD 88     -       415.9    (meters)    1364.     (feet)  VERTCON   
 DG3364  ___________________________________________________________________
 DG3364  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DG3364  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG3364
 DG3364  HORZ ORDER  -  FIRST
 DG3364
 DG3364.The horizontal coordinates were established by classical geodetic methods
 DG3364.and adjusted by the National Geodetic Survey in September 1997..
 DG3364
 DG3364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3364
 DG3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3364
 DG3364.The geoid height was determined by GEOID03.
 DG3364
 DG3364;                    North         East     Units Scale Factor Converg.
 DG3364;SPC GA W     -   417,362.021   609,209.296   MT  1.00000159   -0 32 40.9
 DG3364;SPC GA W     - 1,369,295.23  1,998,714.17   sFT  1.00000159   -0 32 40.9
 DG3364;UTM  16      - 3,737,133.615   671,634.290   MT  0.99996317   +1 01 48.5
 DG3364
 DG3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3364!SPC GA W     -   0.99993925  x   1.00000159  =   0.99994084
 DG3364!UTM  16      -   0.99993925  x   0.99996317  =   0.99990242
 DG3364
 DG3364:                Primary Azimuth Mark                     Grid Az
 DG3364:SPC GA W     -  BV 071 213 AZ MK                         298 42 41.6
 DG3364:UTM  16      -  BV 071 213 AZ MK                         297 08 12.2
 DG3364
 DG3364|---------------------------------------------------------------------|
 DG3364| PID    Reference Object                     Distance      Geod. Az  |
 DG3364|                                                           dddmmss.s |
 DG3364| CZ3045 BV 071 213 AZ MK                                   2981000.7 |
 DG3364|---------------------------------------------------------------------|
 DG3364
 DG3364                          SUPERSEDED SURVEY CONTROL
 DG3364
 DG3364  NAD 83(1994)-  33 45 37.46215(N)    085 08 48.29635(W) AD(       ) 1
 DG3364  NAD 83(1986)-  33 45 37.46451(N)    085 08 48.29233(W) AD(       ) 1
 DG3364  NAD 27      -  33 45 37.08312(N)    085 08 48.47349(W) AD(       ) 1
 DG3364  NGVD 29 (07/19/86)  415.8    (m)         1364.     (f) VERT ANG       
 DG3364
 DG3364.Superseded values are not recommended for survey control.
 DG3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3364.See file dsdata.txt to determine how the superseded data were derived.
 DG3364
 DG3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7163437134(NAD 83)
 DG3364_MARKER: DD = SURVEY DISK
 DG3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3364
 DG3364  HISTORY     - Date     Condition        Report By
 DG3364  HISTORY     - 1973     MONUMENTED       GADT
 DG3364
 DG3364                          STATION DESCRIPTION
 DG3364
 DG3364'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3364'THE STATION IS LOCATED 2.5 MILES NORTH OF BREMEN, 4.0 MILES
 DG3364'SOUTHEAST OF BUCHANAN, AND 7.0 MILES WEST-NORTHWEST OF TEMPLE.
 DG3364'
 DG3364'TO REACH FROM THE JUNCTION OF U.S. 78 AND U.S. 27 IN BREMEN, GO
 DG3364'NORTH ON U.S. 27 FOR 1.8 MILES TO COUNTY ROAD 33 ON THE
 DG3364'RIGHT.  TURN RIGHT ON COUNTY ROAD 33 AND GO NORTHEAST 0.7 MILES
 DG3364'TO A FORKS.  TAKE THE RIGHT FORK, CROSS RAILROAD TRACKS, AND
 DG3364'CONTINUE NORTHEAST 0.5 MILES TO A PAVED CROSSROADS AND THE
 DG3364'STATION IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 DG3364'
 DG3364'THE STATION IS 29.4 FEET NORTHEAST OF A 12-INCH OAK, 27.0 FEET
 DG3364'SOUTHEAST OF A 6-INCH OAK, 112.6 FEET SOUTHWEST OF A UTILITY POLE,
 DG3364'AND 65.6 FEET NORTHWEST OF AN 8-INCH CRABAPPLE TREE.
 DG3364'
 DG3364'THE STATION IS A STANDARD DISK, STAMPED 071-213, SET IN A
 DG3364'10-INCH CYLINDRICAL CONCRETE POST, FLUSH WITH GROUND.  THE
 DG3364'UNDERGROUND MARK, A STANDARD DISK STAMPED 071-213, IS SET IN
 DG3364'AN IRREGULAR MASS OF CONCRETE ABOUT 0.85 METERS BELOW THE STATION.
 DG3364'
 DG3364'THE AZIMUTH MARK IS 0.55 MILES NORTHWEST OF THE STATION.  TO
 DG3364'REACH FROM THE STATION, GO NORTHWEST ON PAVED ROAD 0.55 MILES TO
 DG3364'THE MARK ON THE LEFT NEAR A UTILITY POLE.  THE MARK IS 46.5 FEET
 DG3364'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTHEAST OF THE
 DG3364'UTILITY POLE, 19.6 FEET NORTH OF A GUY WIRE, AND 22.8 FEET EAST
 DG3364'OF GUY WIRE.  THE MARK IS A STANDARD DISK STAMPED AZI SET IN
 DG3364'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3435 ***********************************************************************
 DG3435  DESIGNATION -  BV 071 214 GAHD 1973
 DG3435  PID         -  DG3435
 DG3435  STATE/COUNTY-  GA/HARALSON
 DG3435  USGS QUAD   -  TALLAPOOSA SOUTH (1980)
 DG3435
 DG3435                         *CURRENT SURVEY CONTROL
 DG3435  ___________________________________________________________________
 DG3435* NAD 83(1994)-  33 39 43.79508(N)    085 16 57.25202(W)     ADJUSTED  
 DG3435* NAVD 88     -       450.1    (meters)    1477.     (feet)  VERTCON   
 DG3435  ___________________________________________________________________
 DG3435  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DG3435  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3435
 DG3435  HORZ ORDER  -  FIRST
 DG3435
 DG3435.The horizontal coordinates were established by classical geodetic methods
 DG3435.and adjusted by the National Geodetic Survey in September 1997..
 DG3435
 DG3435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3435
 DG3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3435
 DG3435.The geoid height was determined by GEOID03.
 DG3435
 DG3435;                    North         East     Units Scale Factor Converg.
 DG3435;SPC GA W     -   406,593.699   596,508.992   MT  1.00003200   -0 37 06.9
 DG3435;SPC GA W     - 1,333,966.16  1,957,046.58   sFT  1.00003200   -0 37 06.9
 DG3435;UTM  16      - 3,726,021.641   659,235.307   MT  0.99991260   +0 57 07.8
 DG3435
 DG3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3435!SPC GA W     -   0.99993388  x   1.00003200  =   0.99996587
 DG3435!UTM  16      -   0.99993388  x   0.99991260  =   0.99984648
 DG3435
 DG3435:                Primary Azimuth Mark                     Grid Az
 DG3435:SPC GA W     -  TALLY MTN LOT                            018 22 13.7
 DG3435:UTM  16      -  TALLY MTN LOT                            016 47 59.0
 DG3435
 DG3435|---------------------------------------------------------------------|
 DG3435| PID    Reference Object                     Distance      Geod. Az  |
 DG3435|                                                           dddmmss.s |
 DG3435| DG3438 TALLY MTN LOT                       APPROX. 6.6 KM 0174506.8 |
 DG3435| DG3425 BREMEN RAD STA WWCC MAST            APPROX.12.8 KM 0623241.6 |
 DG3435|---------------------------------------------------------------------|
 DG3435
 DG3435                          SUPERSEDED SURVEY CONTROL
 DG3435
 DG3435  NAD 83(1994)-  33 39 43.79637(N)    085 16 57.25313(W) AD(       ) 1
 DG3435  NAD 83(1986)-  33 39 43.79949(N)    085 16 57.24869(W) AD(       ) 1
 DG3435  NAD 27      -  33 39 43.41246(N)    085 16 57.42133(W) AD(       ) 1
 DG3435  NGVD 29 (07/19/86)  450.0    (m)         1476.     (f) VERT ANG       
 DG3435
 DG3435.Superseded values are not recommended for survey control.
 DG3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3435.See file dsdata.txt to determine how the superseded data were derived.
 DG3435
 DG3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5923526022(NAD 83)
 DG3435_MARKER: DD = SURVEY DISK
 DG3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3435+STABILITY: SURFACE MOTION
 DG3435
 DG3435  HISTORY     - Date     Condition        Report By
 DG3435  HISTORY     - 1973     MONUMENTED       GADT
 DG3435
 DG3435                          STATION DESCRIPTION
 DG3435
 DG3435'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3435'THE STATION IS LOCATED 6.0 MILES NORTHWEST OF MT. ZION, 3.3 MILES
 DG3435'EAST OF THE GEORGIA - ALABAMA STATE LINE, 8.8 MILES SOUTHWEST OF
 DG3435'BREMEN, AND 6.3 MILES SOUTH OF TALLAPOOSA.
 DG3435'
 DG3435'TO REACH FROM THE INTERSECTION OF U.S. 78 AND STATE ROUTE 100 IN
 DG3435'TALLAPOOSA, GO SOUTH ON COUNTY ROAD 92339 FOR 0.10 MILES AND TURN
 DG3435'LEFT JUST AFTER CROSSING THE RAILROAD.  GO EAST ON COUNTY ROAD
 DG3435'92339 FOR 0.10 MILES AND TURN RIGHT AND CONTINUE SOUTH ON COUNTY
 DG3435'ROAD 92339 FOR 6.80 MILES TO ANTIOCH BAPTIST CHURCH.  TURN LEFT
 DG3435'AT THE CHURCH AND GO EAST, THE NORTHEAST AROUND THE CEMETERY FOR
 DG3435'0.05 MILES TO THE STATION ON A BANK BEHIND THE CHURCH.
 DG3435'
 DG3435'THE STATION IS A STANDARD DISK STAMPED 071-214 AND SET IN A
 DG3435'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3435'UNDERGROUND MARK, STAMPED 071-214, WAS SET APPROXIMATELY 0.90
 DG3435'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3435'
 DG3435'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3435'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3443 ***********************************************************************
 DG3443  DESIGNATION -  BV 071 215
 DG3443  PID         -  DG3443
 DG3443  STATE/COUNTY-  GA/HARALSON
 DG3443  USGS QUAD   -  TALLAPOOSA SOUTH (1980)
 DG3443
 DG3443                         *CURRENT SURVEY CONTROL
 DG3443  ___________________________________________________________________
 DG3443* NAD 83(1994)-  33 41 42.61526(N)    085 18 15.50574(W)     ADJUSTED  
 DG3443* NAVD 88     -       361.3    (meters)    1185.     (feet)  VERTCON   
 DG3443  ___________________________________________________________________
 DG3443  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DG3443  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3443
 DG3443  HORZ ORDER  -  FIRST
 DG3443
 DG3443.The horizontal coordinates were established by classical geodetic methods
 DG3443.and adjusted by the National Geodetic Survey in September 1997..
 DG3443
 DG3443.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3443
 DG3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3443
 DG3443.The geoid height was determined by GEOID03.
 DG3443
 DG3443;                    North         East     Units Scale Factor Converg.
 DG3443;SPC GA W     -   410,276.461   594,533.258   MT  1.00003709   -0 37 52.3
 DG3443;SPC GA W     - 1,346,048.69  1,950,564.53   sFT  1.00003709   -0 37 52.3
 DG3443;UTM  16      - 3,729,648.381   657,159.584   MT  0.99990450   +0 56 27.3
 DG3443
 DG3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3443!SPC GA W     -   0.99994781  x   1.00003709  =   0.99998490
 DG3443!UTM  16      -   0.99994781  x   0.99990450  =   0.99985232
 DG3443
 DG3443:                Primary Azimuth Mark                     Grid Az
 DG3443:SPC GA W     -  TALLAPOOSA STOFFEL SEAL TANK             030 32 48.5
 DG3443:UTM  16      -  TALLAPOOSA STOFFEL SEAL TANK             028 58 28.9
 DG3443
 DG3443|---------------------------------------------------------------------|
 DG3443| PID    Reference Object                     Distance      Geod. Az  |
 DG3443|                                                           dddmmss.s |
 DG3443| DG3437 TALLAPOOSA STOFFEL SEAL TANK        APPROX. 5.3 KM 0295456.2 |
 DG3443| CZ3046 BV 071 215 AZ MK                                   1605343.9 |
 DG3443|---------------------------------------------------------------------|
 DG3443
 DG3443                          SUPERSEDED SURVEY CONTROL
 DG3443
 DG3443  NAD 83(1994)-  33 41 42.61667(N)    085 18 15.50704(W) AD(       ) 1
 DG3443  NAD 83(1986)-  33 41 42.61977(N)    085 18 15.50215(W) AD(       ) 1
 DG3443  NAD 27      -  33 41 42.23662(N)    085 18 15.67586(W) AD(       ) 1
 DG3443  NGVD 29 (07/19/86)  361.2    (m)         1185.     (f) VERT ANG       
 DG3443
 DG3443.Superseded values are not recommended for survey control.
 DG3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3443.See file dsdata.txt to determine how the superseded data were derived.
 DG3443
 DG3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5716029648(NAD 83)
 DG3443_MARKER: DD = SURVEY DISK
 DG3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3443
 DG3443  HISTORY     - Date     Condition        Report By
 DG3443  HISTORY     - 1973     MONUMENTED       GADT
 DG3443
 DG3443                          STATION DESCRIPTION
 DG3443
 DG3443'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3443'THE STATION IS LOCATED 3.5 MILES SOUTH-SOUTHWEST OF TALLAPOOSA,
 DG3443'9.4 MILES WEST-SOUTHWEST OF BREMEN, AND 8.2 MILES NORTHWEST OF
 DG3443'MT ZION.
 DG3443'
 DG3443'TO REACH FROM THE INTERSECTION OF U.S. 78 AND STATE ROUTE 100
 DG3443'IN TALLAPOOSA, GO SOUTH ON STATE ROUTE 100 FOR 1.3 MILES TO
 DG3443'COUNTY ROAD 116 ON THE RIGHT.  TURN RIGHT AND GO WEST ON COUNTY
 DG3443'ROAD 116 FOR 0.8 MILES TO A T INTERSECTION.  TURN LEFT AND GO
 DG3443'SOUTH ON PAVE ROAD FOR 1.7 MILES TO COLONIAL PIPELINE CROSSING
 DG3443'THE ROAD.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.6 MILES TO THE
 DG3443'STATION ON THE RIGHT.
 DG3443'
 DG3443'THE STATION IS A STANDARD DISK STAMPED 071-215 AND SET IN A
 DG3443'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3443'UNDERGROUND MARK, STAMPED 071-215, WAS SET APPROXIMATELY 0.90
 DG3443'METERS BELOW THE STATION IN AN IRREGULAR MASS OF CONCRETE.
 DG3443'
 DG3443'THE STATION IS LOCATED 16.4 FEET WEST OF THE CENTERLINE OF
 DG3443'PAVED ROAD, 56.1 FEET WEST OF A 36-INCH TREE, 51.8 FEET
 DG3443'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINE OF THE PAVED
 DG3443'ROAD AND A DRIVEWAY, AND 69.9 FEET NORTHWEST OF THE INTERSECTION
 DG3443'OF THE CENTERLINE OF THE PAVED ROAD AND A DRIVEWAY.
 DG3443'
 DG3443'THE AZIMUTH MARK IS LOCATED 0.20 MILES SOUTH OF THE STATION.  THE
 DG3443'MARK IS A STANDARD DISK STAMPED 071-215 AZI AND SET IN A
 DG3443'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3443'MARK IS LOCATED 27.2 FEET NORTH OF A 14-INCH PINE TREE, 10.4
 DG3443'FEET NORTHEAST OF A 10-INCH PINE TREE, 65.6 SOUTHEAST OF THE
 DG3443'INTERSECTION OF THE CENTERLINE OF THE COUNTY ROAD AND A
 DG3443'DRIVEWAY, 104.0 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3427 ***********************************************************************
 DG3427  DESIGNATION -  BV 071 216 GAHD 1973
 DG3427  PID         -  DG3427
 DG3427  STATE/COUNTY-  GA/HARALSON
 DG3427  USGS QUAD   -  BREMEN (1982)
 DG3427
 DG3427                         *CURRENT SURVEY CONTROL
 DG3427  ___________________________________________________________________
 DG3427* NAD 83(1994)-  33 42 44.97162(N)    085 12 46.76897(W)     ADJUSTED  
 DG3427* NAVD 88     -       416.7    (meters)    1367.     (feet)  VERTCON   
 DG3427  ___________________________________________________________________
 DG3427  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DG3427  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3427
 DG3427  HORZ ORDER  -  SECOND
 DG3427
 DG3427.The horizontal coordinates were established by classical geodetic methods
 DG3427.and adjusted by the National Geodetic Survey in September 1997..
 DG3427
 DG3427.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3427
 DG3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3427
 DG3427.The geoid height was determined by GEOID03.
 DG3427
 DG3427;                    North         East     Units Scale Factor Converg.
 DG3427;SPC GA W     -   412,108.087   603,018.680   MT  1.00001591   -0 34 50.8
 DG3427;SPC GA W     - 1,352,057.95  1,978,403.79   sFT  1.00001591   -0 34 50.8
 DG3427;UTM  16      - 3,731,711.952   665,590.661   MT  0.99993805   +0 59 31.4
 DG3427
 DG3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3427!SPC GA W     -   0.99993912  x   1.00001591  =   0.99995503
 DG3427!UTM  16      -   0.99993912  x   0.99993805  =   0.99987717
 DG3427
 DG3427:                Primary Azimuth Mark                     Grid Az
 DG3427:SPC GA W     -  BREMEN S MUN TANK                        084 01 04.5
 DG3427:UTM  16      -  BREMEN S MUN TANK                        082 26 42.3
 DG3427
 DG3427|---------------------------------------------------------------------|
 DG3427| PID    Reference Object                     Distance      Geod. Az  |
 DG3427|                                                           dddmmss.s |
 DG3427| DG3428 BREMEN S MUN TANK                   APPROX. 6.0 KM 0832613.7 |
 DG3427| DG3438 TALLY MTN LOT                       APPROX. 4.5 KM 2791024.3 |
 DG3427|---------------------------------------------------------------------|
 DG3427
 DG3427                          SUPERSEDED SURVEY CONTROL
 DG3427
 DG3427  NAD 83(1994)-  33 42 44.97350(N)    085 12 46.77028(W) AD(       ) 2
 DG3427  NAD 83(1986)-  33 42 44.97628(N)    085 12 46.76600(W) AD(       ) 2
 DG3427  NAD 27      -  33 42 44.59287(N)    085 12 46.94272(W) AD(       ) 2
 DG3427  NGVD 29 (07/19/86)  416.6    (m)         1367.     (f) VERT ANG       
 DG3427
 DG3427.Superseded values are not recommended for survey control.
 DG3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3427.See file dsdata.txt to determine how the superseded data were derived.
 DG3427
 DG3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6559131712(NAD 83)
 DG3427_MARKER: DD = SURVEY DISK
 DG3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3427+STABILITY: SURFACE MOTION
 DG3427
 DG3427  HISTORY     - Date     Condition        Report By
 DG3427  HISTORY     - 1973     MONUMENTED       GADT
 DG3427
 DG3427                          STATION DESCRIPTION
 DG3427
 DG3427'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3427'THE STATION IS LOCATED 2.0 MILES WEST OF WACO, 4.0 MILES
 DG3427'WEST OF BREMEN, AND 5.0 MILES EAST OF TALLAPOOSA.
 DG3427'
 DG3427'TO REACH FROM THE JUNCTION OF U.S. 27 AND U.S. 78 IN BREMEN,
 DG3427'GO WEST ON U.S. 78 FOR 2.5 MILES TO A PAVED ROAD ON THE
 DG3427'LEFT.  CONTINUE AHEAD WESTERLY FOR 1.85 MILES TO A DRIVE ON THE
 DG3427'LEFT JUST BEFORE TOP OF HILL.  TURN LEFT INTO DRIVE AND FOLLOW
 DG3427'LEFT EDGE OF PARKING LOT 0.05 MILES TO THE STATION ON THE LEFT
 DG3427'JUST SOUTH OF EDGE OF PARKING LOT.
 DG3427'
 DG3427'THE STATION IS LOCATED 115.3 FEET SOUTHEAST OF NORTHEAST CORNER
 DG3427'OF BLOCK BUILDING, 137.2 FEET SOUTH OF UTILITY POLE NEAR NORTH
 DG3427'EDGE OF PARKING LOT, 62.7 FEET WEST-SOUTHWEST OF UTILITY POLE,
 DG3427'61.8 FEET WEST OF A 36-INCH TRIANGLE BLAZED OAK, AND 64.5
 DG3427'FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED PINE.
 DG3427'
 DG3427'THE STATION IS A STANDARD DISK, STAMPED 071-216, SET IN A
 DG3427'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH GROUND.  THE
 DG3427'UNDERGROUND MARK, A STANDARD DISK STAMPED 071-216, IS SET IN
 DG3427'AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METERS BELOW GROUND.
 DG3427'
 DG3427'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3427'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3416 ***********************************************************************
 DG3416  DESIGNATION -  BV 071 217
 DG3416  PID         -  DG3416
 DG3416  STATE/COUNTY-  GA/HARALSON
 DG3416  USGS QUAD   -  BREMEN (1982)
 DG3416
 DG3416                         *CURRENT SURVEY CONTROL
 DG3416  ___________________________________________________________________
 DG3416* NAD 83(1994)-  33 42 15.77637(N)    085 10 55.25030(W)     ADJUSTED  
 DG3416* NAVD 88     -       421.4    (meters)    1383.     (feet)  VERTCON   
 DG3416  ___________________________________________________________________
 DG3416  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DG3416  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG3416
 DG3416  HORZ ORDER  -  SECOND
 DG3416
 DG3416.The horizontal coordinates were established by classical geodetic methods
 DG3416.and adjusted by the National Geodetic Survey in September 1997..
 DG3416
 DG3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3416
 DG3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3416
 DG3416.The geoid height was determined by GEOID03.
 DG3416
 DG3416;                    North         East     Units Scale Factor Converg.
 DG3416;SPC GA W     -   411,179.932   605,881.173   MT  1.00000917   -0 33 48.5
 DG3416;SPC GA W     - 1,349,012.83  1,987,795.15   sFT  1.00000917   -0 33 48.5
 DG3416;UTM  16      - 3,730,862.766   668,477.351   MT  0.99994994   +1 00 32.6
 DG3416
 DG3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3416!SPC GA W     -   0.99993839  x   1.00000917  =   0.99994755
 DG3416!UTM  16      -   0.99993839  x   0.99994994  =   0.99988833
 DG3416
 DG3416:                Primary Azimuth Mark                     Grid Az
 DG3416:SPC GA W     -  BV 071 217 AZ MK                         275 53 19.7
 DG3416:UTM  16      -  BV 071 217 AZ MK                         274 18 58.6
 DG3416
 DG3416|---------------------------------------------------------------------|
 DG3416| PID    Reference Object                     Distance      Geod. Az  |
 DG3416|                                                           dddmmss.s |
 DG3416| CZ3047 BV 071 217 AZ MK                                   2751931.2 |
 DG3416|---------------------------------------------------------------------|
 DG3416
 DG3416                          SUPERSEDED SURVEY CONTROL
 DG3416
 DG3416  NAD 83(1994)-  33 42 15.77843(N)    085 10 55.25155(W) AD(       ) 2
 DG3416  NAD 83(1986)-  33 42 15.78112(N)    085 10 55.24732(W) AD(       ) 2
 DG3416  NAD 27      -  33 42 15.39638(N)    085 10 55.42700(W) AD(       ) 2
 DG3416  NGVD 29 (07/19/86)  421.3    (m)         1382.     (f) VERT ANG       
 DG3416
 DG3416.Superseded values are not recommended for survey control.
 DG3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3416.See file dsdata.txt to determine how the superseded data were derived.
 DG3416
 DG3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6847730863(NAD 83)
 DG3416_MARKER: DD = SURVEY DISK
 DG3416_SETTING: 0 = UNSPECIFIED SETTING
 DG3416
 DG3416  HISTORY     - Date     Condition        Report By
 DG3416  HISTORY     - 1973     MONUMENTED       GADT
 DG3416
 DG3416                          STATION DESCRIPTION
 DG3416
 DG3416'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3416'THE STATION IS LOCATED AIRLINE ABOUT 2.5 MILES SOUTHWEST OF
 DG3416'BREMEN, AND 7.0 MILES EAST-SOUTHEAST OF TALLAPOOSA, IN THE
 DG3416'TOWN OF WACO.
 DG3416'
 DG3416'TO REACH FROM THE JUNCTION OF U.S. 27 AND U.S. 78 IN BREMEN, GO
 DG3416'WEST ON U.S. 78 FOR 2.5 MILES TO A PAVED SIDE ROAD ON THE
 DG3416'LEFT.  TURN LEFT ON PAVED ROAD AND GO SOUTH 0.05 MILES TO A PAVED
 DG3416'CHURCH PARKING LOT ON THE LEFT BORDERING ON THE SOUTH SIDE OF A
 DG3416'CEMETERY, AND THE STATION SITE.  THE STATION IS ON THE WEST EDGE
 DG3416'OF THE CEMETERY NEAR THE TOP OF THE ROADWAY CUT, ABOUT TEN PACES
 DG3416'NORTH OF THE EDGE OF THE PARKING LOT.
 DG3416'
 DG3416'THE STATION IS 8.1 FEET SOUTH OF A UTILITY POLE, 9.3 FEET
 DG3416'SOUTH-SOUTHWEST OF A GUY WIRE, 5.2 FEET NORTH OF NORTHWEST
 DG3416'CORNER OF BRICK WALL AROUND GRAVE SITE, AND 23.1 FEET WEST OF
 DG3416'THE CENTER OF HEADSTONE MARKED YARBOROUGH GARNER
 DG3416'
 DG3416'THE STATION IS A STANDARD DISK, STAMPED 071-217, SET IN A
 DG3416'10-INCH CONCRETE POST FLUSH WITH THE GROUND.  THE UNDERGROUND
 DG3416'MARK, A STANDARD DISK STAMPED 071-217, IS SET IN AN IRREGULAR
 DG3416'MASS OF CONCRETE ABOUT 0.8 METERS BELOW GROUND.
 DG3416'
 DG3416'THE AZIMUTH MARK IS ABOUT 0.65 MILES WEST OF THE STATION.  TO
 DG3416'REACH FROM THE JUNCTION OF U.S. 78 AND PAVED ROAD, GO WEST ON
 DG3416'U.S. 78 FOR 0.60 MILES TO THE MARK ON THE LEFT.  THE MARK IS 35.0
 DG3416'FEET SOUTH OF THE CENTER OF U.S. 78, 12.6 FEET EAST-NORTHEAST
 DG3416'OF AN 8-INCH TRIANGLE BLAZED PINE, AND 91.0 FEET NORTHWEST OF
 DG3416'THE NORTHWEST CORNER OF A FRAME HOUSE.  THE MARK IS A STANDARD
 DG3416'DISK STAMPED AZI SET IN A 10-INCH CONCRETE POST FLUSH WITH
 DG3416'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3426 ***********************************************************************
 DG3426  DESIGNATION -  BV 071 218 GADT 1973
 DG3426  PID         -  DG3426
 DG3426  STATE/COUNTY-  GA/HARALSON
 DG3426  USGS QUAD   -  BREMEN (1982)
 DG3426
 DG3426                         *CURRENT SURVEY CONTROL
 DG3426  ___________________________________________________________________
 DG3426* NAD 83(1994)-  33 42 05.54642(N)    085 07 56.40946(W)     ADJUSTED  
 DG3426* NAVD 88     -       477.3    (meters)    1566.     (feet)  VERTCON   
 DG3426  ___________________________________________________________________
 DG3426  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DG3426  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3426
 DG3426  HORZ ORDER  -  SECOND
 DG3426
 DG3426.The horizontal coordinates were established by classical geodetic methods
 DG3426.and adjusted by the National Geodetic Survey in September 1997..
 DG3426
 DG3426.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3426
 DG3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3426
 DG3426.The geoid height was determined by GEOID03.
 DG3426
 DG3426;                    North         East     Units Scale Factor Converg.
 DG3426;SPC GA W     -   410,820.577   610,483.361   MT  0.99999876   -0 32 09.1
 DG3426;SPC GA W     - 1,347,833.84  2,002,894.16   sFT  0.99999876   -0 32 09.1
 DG3426;UTM  16      - 3,730,629.846   673,087.463   MT  0.99996935   +1 02 11.6
 DG3426
 DG3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3426!SPC GA W     -   0.99992962  x   0.99999876  =   0.99992838
 DG3426!UTM  16      -   0.99992962  x   0.99996935  =   0.99989897
 DG3426
 DG3426:                Primary Azimuth Mark                     Grid Az
 DG3426:SPC GA W     -  TEMPLE SEWELL MFG CO TANK                063 23 42.8
 DG3426:UTM  16      -  TEMPLE SEWELL MFG CO TANK                061 49 22.1
 DG3426
 DG3426|---------------------------------------------------------------------|
 DG3426| PID    Reference Object                     Distance      Geod. Az  |
 DG3426|                                                           dddmmss.s |
 DG3426| DG3382 TEMPLE SEWELL MFG CO TANK           APPROX.10.2 KM 0625133.7 |
 DG3426| DG3400 CARROLLTON BANKHEAD AVE TANK        APPROX.14.6 KM 1521850.0 |
 DG3426| DG3421 BREMEN GA CONVERTERS INC TANK       APPROX. 2.7 KM 3313851.3 |
 DG3426| DG3422 BREMEN SOUTHERN RWY MICROWAVE       APPROX. 2.5 KM 3361858.6 |
 DG3426|---------------------------------------------------------------------|
 DG3426
 DG3426                          SUPERSEDED SURVEY CONTROL
 DG3426
 DG3426  NAD 83(1994)-  33 42 05.54868(N)    085 07 56.41072(W) AD(       ) 2
 DG3426  NAD 83(1986)-  33 42 05.55127(N)    085 07 56.40678(W) AD(       ) 2
 DG3426  NAD 27      -  33 42 05.16545(N)    085 07 56.58959(W) AD(       ) 2
 DG3426  NGVD 29 (07/19/86)  477.2    (m)         1566.     (f) VERT ANG       
 DG3426
 DG3426.Superseded values are not recommended for survey control.
 DG3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3426.See file dsdata.txt to determine how the superseded data were derived.
 DG3426
 DG3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7308730630(NAD 83)
 DG3426_MARKER: DD = SURVEY DISK
 DG3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3426+STABILITY: SURFACE MOTION
 DG3426
 DG3426  HISTORY     - Date     Condition        Report By
 DG3426  HISTORY     - 1973     MONUMENTED       GADT
 DG3426
 DG3426                          STATION DESCRIPTION
 DG3426
 DG3426'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3426'THE STATION IS LOCATED AIRLINE 1.5 MILES SOUTHSOUTHEST OF
 DG3426'BREMEN, 3.1 MILES EAST OF WACO, AND 6.4 MILES WESTSOUTHWEST OF
 DG3426'TEMPLE ON THE TOP OF REEDS MOUNTAIN ON THE PROPERTY OF
 DG3426'GEO. C. TURNER
 DG3426'
 DG3426'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 27 AND 78 IN
 DG3426'BREMEN, PROCEED SOUTH ON U.S. 27 FOR 1.15 MILES TO THE
 DG3426'INTERSECTION OF HARALSON COUNTY ROAD 75 JUST SOUTH OF A
 DG3426'RAILWAY OVERPASS.  TURN LEFT, EAST, AND PROCEED ALONG COUNTY
 DG3426'ROAD 75 FOR 0.3 MILE TO THE INTERSECTION OF A DRIVE ON THE
 DG3426'LEFT CROSSING THE RAILWAY TRACKS.  TURN LEFT, EAST, AND FOLLOW
 DG3426'THE DRIVE 0.6 MILE TO THE TOP OF REEDS MOUNTAIN AND THE
 DG3426'STATION.
 DG3426'
 DG3426'THE STATION, A STANDARD DISK STAMPED BV 071-218, IS SET IN A
 DG3426'10 INCH DIAMETER CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3426'OF THE GROUND.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 DG3426'OF CONCRETE 3 FEET BELOW THE GROUND SURFACE.  THE STATION IS
 DG3426'LOCATED 91.5 FEET SOUTH OF THE SOUTH CORNER OF THE TURNER
 DG3426'RESIDENCE, 13.1 FEET EAST OF THE CENTERLINE OF A LOOP IN THE
 DG3426'DRIVEWAY, 68.6 FEET NORTHEAST OF A POWERPOLE, AND 91.5 FEET
 DG3426'SOUTH WEST OF THE SOUTH CORNER OF A SWIMMING POOL.
 DG3426'
 DG3426'NO SUITABLE LOCATION COULD BE LOCATED FOR AN AZIMUTH MARK.  THE
 DG3426'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3441 ***********************************************************************
 DG3441  DESIGNATION -  BV 071 219
 DG3441  PID         -  DG3441
 DG3441  STATE/COUNTY-  GA/HARALSON
 DG3441  USGS QUAD   -  TALLAPOOSA SOUTH (1980)
 DG3441
 DG3441                         *CURRENT SURVEY CONTROL
 DG3441  ___________________________________________________________________
 DG3441* NAD 83(1994)-  33 44 26.27816(N)    085 19 58.63481(W)     ADJUSTED  
 DG3441* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 DG3441  ___________________________________________________________________
 DG3441  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DG3441  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG3441
 DG3441  HORZ ORDER  -  FIRST
 DG3441
 DG3441.The horizontal coordinates were established by classical geodetic methods
 DG3441.and adjusted by the National Geodetic Survey in September 1997..
 DG3441
 DG3441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3441
 DG3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3441
 DG3441.The geoid height was determined by GEOID03.
 DG3441
 DG3441;                    North         East     Units Scale Factor Converg.
 DG3441;SPC GA W     -   415,348.502   591,934.340   MT  1.00004392   -0 38 52.3
 DG3441;SPC GA W     - 1,362,689.21  1,942,037.91   sFT  1.00004392   -0 38 52.3
 DG3441;UTM  16      - 3,734,646.460   654,422.799   MT  0.99989398   +0 55 34.0
 DG3441
 DG3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3441!SPC GA W     -   0.99995548  x   1.00004392  =   0.99999940
 DG3441!UTM  16      -   0.99995548  x   0.99989398  =   0.99984947
 DG3441
 DG3441:                Primary Azimuth Mark                     Grid Az
 DG3441:SPC GA W     -  BV 071 219 AZ MK                         093 22 02.6
 DG3441:UTM  16      -  BV 071 219 AZ MK                         091 47 36.3
 DG3441
 DG3441|---------------------------------------------------------------------|
 DG3441| PID    Reference Object                     Distance      Geod. Az  |
 DG3441|                                                           dddmmss.s |
 DG3441| CZ3048 BV 071 219 AZ MK                                   0924310.3 |
 DG3441|---------------------------------------------------------------------|
 DG3441
 DG3441                          SUPERSEDED SURVEY CONTROL
 DG3441
 DG3441  NAD 83(1994)-  33 44 26.27949(N)    085 19 58.63636(W) AD(       ) 1
 DG3441  NAD 83(1986)-  33 44 26.28224(N)    085 19 58.63152(W) AD(       ) 1
 DG3441  NAD 27      -  33 44 25.90532(N)    085 19 58.79941(W) AD(       ) 1
 DG3441  NGVD 29 (07/19/86)  312.3    (m)         1025.     (f) VERT ANG       
 DG3441
 DG3441.Superseded values are not recommended for survey control.
 DG3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3441.See file dsdata.txt to determine how the superseded data were derived.
 DG3441
 DG3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5442334646(NAD 83)
 DG3441_MARKER: DD = SURVEY DISK
 DG3441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3441
 DG3441  HISTORY     - Date     Condition        Report By
 DG3441  HISTORY     - 1973     MONUMENTED       GADT
 DG3441
 DG3441                          STATION DESCRIPTION
 DG3441
 DG3441'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3441'THE STATION IS LOCATED 2.4 MILES WEST OF TALLAPOOSA ON THE
 DG3441'NORTH SIDE OF U.S. 78.
 DG3441'
 DG3441'TO REACH FROM THE INTERSECTION OF U.S. 78 AND STATE ROUTE 100
 DG3441'IN TALLAPOOSA, GO WEST ON U.S. 78 FOR 1.25 MILES TO A CROSSROADS
 DG3441'(COUNTY ROAD 137).  CONTINUE AHEAD ON U.S. 78 FOR 1.15 MILES TO
 DG3441'THE STATION ON THE RIGHT.  THE STATION IS LOCATED AT THE TOP OF
 DG3441'A 25 FEET CUT BANK.
 DG3441'
 DG3441'THE STATION IS A STANDARD DISK STAMPED 071-219 AND SET IN A
 DG3441'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3441'UNDERGROUND MARK, A STANDARD DISK STAMPED 071-219, WAS SET
 DG3441'APPROXIMATELY 0.90 METERS BELOW THE STATION IN AN IRREGULAR
 DG3441'MASS OF CONCRETE.
 DG3441'
 DG3441'THE STATION IS LOCATED 7.5 FEET NORTH OF THE CUT BANK, 20.7
 DG3441'FEET SOUTH OF AN 8-INCH FORKED OAK TREE, AND 20.5 FEET SOUTHWEST
 DG3441'OF A 14-INCH PINE TREE.
 DG3441'
 DG3441'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. 78
 DG3441'FOR 0.20 MILES TO THE MARK ON THE LEFT.  THE MARK IS A STANDARD
 DG3441'DISK STAMPED 071-219 AZI AND SET IN A 10-INCH CONCRETE POST
 DG3441'FLUSH WITH THE GROUND.  THE MARK IS LOCATED 59.3 FEET NORTH
 DG3441'OF THE CENTERLINE OF U.S. 78, 41.7 FEET EAST OF A POWER POLE,
 DG3441'24.9 FEET SOUTHEAST OF A 10-INCH PINE TREE, AND 27.5 FEET
 DG3441'SOUTHWEST OF A 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2206 ***********************************************************************
 CM2206  DESIGNATION -  BV 072 200
 CM2206  PID         -  CM2206
 CM2206  STATE/COUNTY-  GA/HARRIS
 CM2206  USGS QUAD   -  LANETT SOUTH (1984)
 CM2206
 CM2206                         *CURRENT SURVEY CONTROL
 CM2206  ___________________________________________________________________
 CM2206* NAD 83(1994)-  32 51 18.48301(N)    085 08 04.52340(W)     ADJUSTED  
 CM2206* NAVD 88     -       265.8    (meters)     872.     (feet)  VERTCON   
 CM2206  ___________________________________________________________________
 CM2206  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CM2206  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CM2206
 CM2206  HORZ ORDER  -  SECOND
 CM2206
 CM2206.The horizontal coordinates were established by classical geodetic methods
 CM2206.and adjusted by the National Geodetic Survey in September 1997..
 CM2206
 CM2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2206
 CM2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2206
 CM2206.The geoid height was determined by GEOID03.
 CM2206
 CM2206;                    North         East     Units Scale Factor Converg.
 CM2206;SPC GA W     -   316,952.087   609,404.208   MT  1.00000117   -0 31 30.5
 CM2206;SPC GA W     - 1,039,866.97  1,999,353.64   sFT  1.00000117   -0 31 30.5
 CM2206;UTM  16      - 3,636,769.214   674,555.848   MT  0.99997571   +1 00 44.2
 CM2206
 CM2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2206!SPC GA W     -   0.99996281  x   1.00000117  =   0.99996398
 CM2206!UTM  16      -   0.99996281  x   0.99997571  =   0.99993852
 CM2206
 CM2206:                Primary Azimuth Mark                     Grid Az
 CM2206:SPC GA W     -  BV 072 200 AZ MK                         042 48 13.9
 CM2206:UTM  16      -  BV 072 200 AZ MK                         041 15 59.2
 CM2206
 CM2206|---------------------------------------------------------------------|
 CM2206| PID    Reference Object                     Distance      Geod. Az  |
 CM2206|                                                           dddmmss.s |
 CM2206| CY8422 BV 072 200 AZ MK                                   0421643.4 |
 CM2206|---------------------------------------------------------------------|
 CM2206
 CM2206                          SUPERSEDED SURVEY CONTROL
 CM2206
 CM2206  NAD 83(1994)-  32 51 18.48317(N)    085 08 04.52443(W) AD(       ) 2
 CM2206  NAD 83(1986)-  32 51 18.48824(N)    085 08 04.52115(W) AD(       ) 2
 CM2206  NAD 27      -  32 51 18.02560(N)    085 08 04.73597(W) AD(       ) 2
 CM2206  NGVD 29 (07/19/86)  265.8    (m)          872.     (f) VERT ANG       
 CM2206
 CM2206.Superseded values are not recommended for survey control.
 CM2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2206.See file dsdata.txt to determine how the superseded data were derived.
 CM2206
 CM2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7455636769(NAD 83)
 CM2206_MARKER: DD = SURVEY DISK
 CM2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2206
 CM2206  HISTORY     - Date     Condition        Report By
 CM2206  HISTORY     - 1973     MONUMENTED       GADT
 CM2206
 CM2206                          STATION DESCRIPTION
 CM2206
 CM2206'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2206'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF WEST
 CM2206'POINT, 6-1/2 MILES NORTHWEST OF WHITESBURG, AND 14 MILES SOUTHWEST
 CM2206'OF LAGRANGE ON THE PROPERTY OF JACK SIMMONS.
 CM2206'
 CM2206'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND
 CM2206'STATE ROUTE 18 IN WEST POINT, PROCEED SOUTHEAST ON STATE ROUTE 18
 CM2206'FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 103 TO THE RIGHT.  TURN
 CM2206'RIGHT, GOING SOUTHEAST ALONG STATE ROUTE 103 FOR 1.6 MILES TO THE
 CM2206'INTERSECTION OF TATUM ROAD (COUNTY ROAD 28) TO THE LEFT.
 CM2206'CONTINUE SOUTHEAST ALONG STATE ROUTE 103 FOR 0.05 MILE TO THE
 CM2206'JUNCTION OF HARMON ROAD (COUNTY ROAD 34) TO THE RIGHT.  TURN
 CM2206'RIGHT, GOING SOUTH ALONG HARMON ROAD FOR 0.1 MILE TO HOLLIS ROAD
 CM2206'(COUNTY ROAD 34) FORKING TO THE LEFT.  CONTINUE ALONG HARMON
 CM2206'ROAD (NOW COUNTY ROAD 35) FOR 0.1 MILE TO A TRACK ROAD TO THE
 CM2206'RIGHT.  TURN RIGHT, GOING ALONG THE TRACK ROAD WEST TO NORTH FOR
 CM2206'0.15 MILE TO THE TOP OF A HILL AND A CLEARED AREA WITH LOG
 CM2206'PILES.  TURN RIGHT, GOING ALONG THE WOODS LINE ON THE RIGHT FOR
 CM2206'ABOUT 400 FEET, PASSING THE ENDS OF 3 LOG PILES, TO THE STATION
 CM2206'LOCATED ABOUT 50 FEET TO THE LEFT.
 CM2206'
 CM2206'THE STATION IS A STANDARD BRASS DISK STAMPED 072-200, SET IN THE
 CM2206'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2206'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2206'072-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2206'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 75 FEET
 CM2206'SOUTH OF AN IRREGULAR PILE OF LOG DEBRIS, 66 FEET NORTH OF
 CM2206'ANOTHER PILE OF DEBRIS, 4 FEET NORTH OF A WITNESS POST, 58.5
 CM2206'FEET NORTHWEST OF A 10 INCH PINE TREE ON THE EDGE OF THE WOODS
 CM2206'LINE, 76.4 FEET SOUTHWEST OF ANOTHER 10 INCH PINE TREE ON THE
 CM2206'EDGE OF THE WOODS LINE, AND 116.5 FEET EAST OF A 14 INCH PINE
 CM2206'TREE.
 CM2206'
 CM2206'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF TATUM ROAD AND
 CM2206'STATE ROUTE 103, GO NORTHEAST ALONG TATUM ROAD FOR 0.4 MILE TO THE
 CM2206'STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK STAMPED
 CM2206'072-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2206'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 41 FEET
 CM2206'SOUTHEAST OF THE CENTERLINE OF TATUM ROAD, 51 FEET WEST OF A
 CM2206'POWER POLE, AND 55 FEET SOUTHWEST OF A 20 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2151 ***********************************************************************
 CM2151  DESIGNATION -  BV 072 201
 CM2151  PID         -  CM2151
 CM2151  STATE/COUNTY-  GA/HARRIS
 CM2151  USGS QUAD   -  PINE MOUNTAIN SW (1985)
 CM2151
 CM2151                         *CURRENT SURVEY CONTROL
 CM2151  ___________________________________________________________________
 CM2151* NAD 83(1994)-  32 51 14.13141(N)    084 53 50.50245(W)     ADJUSTED  
 CM2151* NAVD 88     -       273.8    (meters)     898.     (feet)  VERTCON   
 CM2151  ___________________________________________________________________
 CM2151  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CM2151  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CM2151
 CM2151  HORZ ORDER  -  SECOND
 CM2151
 CM2151.The horizontal coordinates were established by classical geodetic methods
 CM2151.and adjusted by the National Geodetic Survey in September 1997..
 CM2151
 CM2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2151
 CM2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2151
 CM2151.The geoid height was determined by GEOID03.
 CM2151
 CM2151;                    North         East     Units Scale Factor Converg.
 CM2151;SPC GA W     -   316,639.460   631,607.961   MT  0.99995766   -0 23 47.1
 CM2151;SPC GA W     - 1,038,841.30  2,072,200.45   sFT  0.99995766   -0 23 47.1
 CM2151;UTM  16      - 3,637,052.443   696,761.042   MT  1.00007739   +1 08 27.8
 CM2151
 CM2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2151!SPC GA W     -   0.99996147  x   0.99995766  =   0.99991914
 CM2151!UTM  16      -   0.99996147  x   1.00007739  =   1.00003886
 CM2151
 CM2151:                Primary Azimuth Mark                     Grid Az
 CM2151:SPC GA W     -  BV 072 201 AZ MK                         339 33 42.3
 CM2151:UTM  16      -  BV 072 201 AZ MK                         338 01 27.4
 CM2151
 CM2151|---------------------------------------------------------------------|
 CM2151| PID    Reference Object                     Distance      Geod. Az  |
 CM2151|                                                           dddmmss.s |
 CM2151| CY8423 BV 072 201 AZ MK                                   3390955.2 |
 CM2151|---------------------------------------------------------------------|
 CM2151
 CM2151                          SUPERSEDED SURVEY CONTROL
 CM2151
 CM2151  NAD 83(1994)-  32 51 14.13421(N)    084 53 50.50302(W) AD(       ) 2
 CM2151  NAD 83(1986)-  32 51 14.13681(N)    084 53 50.50092(W) AD(       ) 2
 CM2151  NAD 27      -  32 51 13.66814(N)    084 53 50.74250(W) AD(       ) 2
 CM2151  NGVD 29 (07/19/86)  273.8    (m)          898.     (f) VERT ANG       
 CM2151
 CM2151.Superseded values are not recommended for survey control.
 CM2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2151.See file dsdata.txt to determine how the superseded data were derived.
 CM2151
 CM2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9676137052(NAD 83)
 CM2151_MARKER: DD = SURVEY DISK
 CM2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2151
 CM2151  HISTORY     - Date     Condition        Report By
 CM2151  HISTORY     - 1973     MONUMENTED       GADT
 CM2151
 CM2151                          STATION DESCRIPTION
 CM2151
 CM2151'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2151'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF PINE
 CM2151'MOUNTAIN, 6-3/4 MILES NORTH OF HAMILTON, AND 8-1/4 MILES SOUTHWEST
 CM2151'OF WHITESVILLE ON THE PROPERTY OF EUGENE SMITH.
 CM2151'
 CM2151'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2151'AND STATE ROUTE 354, 1 MILE SOUTH OF PINE MOUNTAIN, GO WEST ON
 CM2151'STATE ROUTE 354 FOR 1.35 MILES TO THE TERMINATION OF STATE ROUTE
 CM2151'354 AT STATE ROUTE 18 CROSSING.  PROCEED ON STATE ROUTE 18 FOR
 CM2151'1.7 MILES TO THE JUNCTION OF NELSON ROAD (COUNTY ROAD 6)
 CM2151'CROSSING.  TURN RIGHT ON NELSON ROAD, TRAVELING NORTH FOR 0.55
 CM2151'MILE TO THE STATION ON THE LEFT.
 CM2151'
 CM2151'THE STATION IS A STANDARD BRASS DISK STAMPED 072-201, SET IN THE
 CM2151'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2151'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2151'072-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2151'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 4 FEET
 CM2151'EAST OF A WITNESS POST, 267 FEET WEST OF A POWER POLE, 310 FEET
 CM2151'WEST OF THE CENTERLINE OF NELSON ROAD, AND 488 FEET NORTHWEST OF
 CM2151'A POWER POLE.
 CM2151'
 CM2151'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 CM2151'NELSON ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CM2151'STANDARD BRASS DISK STAMPED 072-201 AZMK, SET IN THE TOP OF A 10
 CM2151'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2151'GROUND.  IT IS LOCATED 3.6 FEET WEST OF A WITNESS POST, 37 FEET
 CM2151'EAST OF THE CENTERLINE OF NELSON ROAD, AND 130 FEET NORTHWEST OF
 CM2151'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2139 ***********************************************************************
 CM2139  DESIGNATION -  BV 072 202 GADT 1973
 CM2139  PID         -  CM2139
 CM2139  STATE/COUNTY-  GA/HARRIS
 CM2139  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM2139
 CM2139                         *CURRENT SURVEY CONTROL
 CM2139  ___________________________________________________________________
 CM2139* NAD 83(1994)-  32 49 25.99484(N)    084 50 17.31843(W)     ADJUSTED  
 CM2139* NAVD 88     -       346.8    (meters)    1138.     (feet)  VERTCON   
 CM2139  ___________________________________________________________________
 CM2139  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 CM2139  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CM2139
 CM2139  HORZ ORDER  -  SECOND
 CM2139
 CM2139.The horizontal coordinates were established by classical geodetic methods
 CM2139.and adjusted by the National Geodetic Survey in September 1997..
 CM2139
 CM2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2139
 CM2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2139
 CM2139.The geoid height was determined by GEOID03.
 CM2139
 CM2139;                    North         East     Units Scale Factor Converg.
 CM2139;SPC GA W     -   313,271.647   637,129.602   MT  0.99994872   -0 21 50.4
 CM2139;SPC GA W     - 1,027,792.06  2,090,316.04   sFT  0.99994872   -0 21 50.4
 CM2139;UTM  16      - 3,633,833.488   702,371.795   MT  1.00010501   +1 10 20.1
 CM2139
 CM2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2139!SPC GA W     -   0.99994998  x   0.99994872  =   0.99989870
 CM2139!UTM  16      -   0.99994998  x   1.00010501  =   1.00005498
 CM2139
 CM2139:                Primary Azimuth Mark                     Grid Az
 CM2139:SPC GA W     -  7 E 27                                   347 32 29.4
 CM2139:UTM  16      -  7 E 27                                   346 00 18.9
 CM2139
 CM2139|---------------------------------------------------------------------|
 CM2139| PID    Reference Object                     Distance      Geod. Az  |
 CM2139|                                                           dddmmss.s |
 CM2139| CM0488 7 E 27                              APPROX. 3.0 KM 3471039.0 |
 CM2139|---------------------------------------------------------------------|
 CM2139
 CM2139                          SUPERSEDED SURVEY CONTROL
 CM2139
 CM2139  NAD 83(1994)-  32 49 25.99800(N)    084 50 17.31871(W) AD(       ) 2
 CM2139  NAD 83(1986)-  32 49 26.00023(N)    084 50 17.31702(W) AD(       ) 2
 CM2139  NAD 27      -  32 49 25.52756(N)    084 50 17.56624(W) AD(       ) 2
 CM2139  NGVD 29 (07/19/86)  346.8    (m)         1138.     (f) VERT ANG       
 CM2139
 CM2139.Superseded values are not recommended for survey control.
 CM2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2139.See file dsdata.txt to determine how the superseded data were derived.
 CM2139
 CM2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0237233833(NAD 83)
 CM2139_MARKER: DD = SURVEY DISK
 CM2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2139+STABILITY: SURFACE MOTION
 CM2139
 CM2139  HISTORY     - Date     Condition        Report By
 CM2139  HISTORY     - 1973     MONUMENTED       GADT
 CM2139
 CM2139                          STATION DESCRIPTION
 CM2139
 CM2139'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2139'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHEAST OF PINE
 CM2139'MOUNTAIN 5 MILES NORTHEAST OF HAMILTON, AND 8-1/2 MILES WEST OF
 CM2139'SHILOH IN THE FRANKLIN D. ROOSEVELT STATE PARK.
 CM2139'
 CM2139'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 CM2139'STATE ROUTE 18 WEST, LOCATED IN PINE MOUNTAIN, TRAVEL SOUTH ON
 CM2139'U.S. HIGHWAY 27 FOR 1.0 MILE TO THE JUNCTION OF STATE ROUTE 354
 CM2139'CROSSING.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 0.15 MILE TO
 CM2139'GEORGIA GEODETIC SURVEY STATION 7E27 ON THE LEFT.  CONTINUE SOUTH
 CM2139'ON U.S. HIGHWAY 27 FOR 1.9 MILES TO THE CENTRAL OF GEORGIA
 CM2139'RAILWAY OVERPASS.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.15
 CM2139'MILES TO THE JUNCTION OF STATE ROUTE 190 ON THE LEFT.  TURN
 CM2139'LEFT, TRAVELING EAST ON STATE ROUTE 190 FOR 1.35 MILES TO THE
 CM2139'STATION ON THE LEFT.
 CM2139'
 CM2139'THE STATION IS A STANDARD BRASS DISK STAMPED 072-202, SET IN THE
 CM2139'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2139'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2139'072-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 28
 CM2139'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 30.2 FEET
 CM2139'NORTH OF THE CENTERLINE OF STATE ROUTE 190, 69 FEET WEST OF A
 CM2139'15 INCH PINE TREE, 29.4 FEET EAST OF AN 18 INCH OAK TREE, AND
 CM2139'6.6 FEET SOUTH OF A WITNESS POST.
 CM2139'
 CM2139'GEORGIA GEODETIC SURVEY STATION 7E27 IS USED FOR AZIMUTH.  IT
 CM2139'IS A STANDARD GEORGIA GEODETIC SURVEY DISK STAMPED 7E27, SET
 CM2139'IN THE TOP OF A 6 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2139'SURFACE OF THE GROUND.  IT IS LOCATED 55.5 FEET EAST OF THE EAST
 CM2139'EDGE OF THE PAVEMENT OF U.S. HIGHWAY 27, 17.5 FEET EAST OF THE
 CM2139'NEAREST RAIL OF THE CENTRAL OF GEORGIA RAILWAY TRACKS, AND 1.3
 CM2139'FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2150 ***********************************************************************
 CM2150  DESIGNATION -  BV 072 203
 CM2150  PID         -  CM2150
 CM2150  STATE/COUNTY-  GA/HARRIS
 CM2150  USGS QUAD   -  PINE MOUNTAIN SW (1985)
 CM2150
 CM2150                         *CURRENT SURVEY CONTROL
 CM2150  ___________________________________________________________________
 CM2150* NAD 83(1994)-  32 51 31.08057(N)    084 54 06.94780(W)     ADJUSTED  
 CM2150* NAVD 88     -       274.4    (meters)     900.     (feet)  VERTCON   
 CM2150  ___________________________________________________________________
 CM2150  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CM2150  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CM2150
 CM2150  HORZ ORDER  -  SECOND
 CM2150
 CM2150.The horizontal coordinates were established by classical geodetic methods
 CM2150.and adjusted by the National Geodetic Survey in September 1997..
 CM2150
 CM2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2150
 CM2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2150
 CM2150.The geoid height was determined by GEOID03.
 CM2150
 CM2150;                    North         East     Units Scale Factor Converg.
 CM2150;SPC GA W     -   317,164.530   631,184.013   MT  0.99995837   -0 23 56.2
 CM2150;SPC GA W     - 1,040,563.96  2,070,809.55   sFT  0.99995837   -0 23 56.2
 CM2150;UTM  16      - 3,637,566.010   696,323.106   MT  1.00007527   +1 08 19.4
 CM2150
 CM2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2150!SPC GA W     -   0.99996138  x   0.99995837  =   0.99991976
 CM2150!UTM  16      -   0.99996138  x   1.00007527  =   1.00003665
 CM2150
 CM2150:                Primary Azimuth Mark                     Grid Az
 CM2150:SPC GA W     -  PINE MTN MUN TANK                        078 59 10.8
 CM2150:UTM  16      -  PINE MTN MUN TANK                        077 26 55.2
 CM2150
 CM2150|---------------------------------------------------------------------|
 CM2150| PID    Reference Object                     Distance      Geod. Az  |
 CM2150|                                                           dddmmss.s |
 CM2150| CM2145 PINE MTN MUN TANK                   APPROX. 4.5 KM 0783514.6 |
 CM2150| CM2143 PINE MTN CALLAWAY GARDENS TANK      APPROX. 5.0 KM 0971436.2 |
 CM2150| CY8424 BV 072 203 AZ MK                                   1133950.8 |
 CM2150|---------------------------------------------------------------------|
 CM2150
 CM2150                          SUPERSEDED SURVEY CONTROL
 CM2150
 CM2150  NAD 83(1994)-  32 51 31.08332(N)    084 54 06.94840(W) AD(       ) 2
 CM2150  NAD 83(1986)-  32 51 31.08595(N)    084 54 06.94625(W) AD(       ) 2
 CM2150  NAD 27      -  32 51 30.61782(N)    084 54 07.18725(W) AD(       ) 2
 CM2150  NGVD 29 (07/19/86)  274.4    (m)          900.     (f) VERT ANG       
 CM2150
 CM2150.Superseded values are not recommended for survey control.
 CM2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2150.See file dsdata.txt to determine how the superseded data were derived.
 CM2150
 CM2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9632337566(NAD 83)
 CM2150_MARKER: DD = SURVEY DISK
 CM2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2150
 CM2150  HISTORY     - Date     Condition        Report By
 CM2150  HISTORY     - 1973     MONUMENTED       GADT
 CM2150
 CM2150                          STATION DESCRIPTION
 CM2150
 CM2150'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2150'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF PINE
 CM2150'MOUNTAIN, 7-1/4 MILES NORTH OF HAMILTON, AND 8-1/2 MILES
 CM2150'SOUTHWEST OF WHITESVILLE ON HARRIS COUNTY RIGHT OF WAY.
 CM2150'
 CM2150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2150'AND STATE ROUTE 18 IN PINE MOUNTAIN, PROCEED SOUTH ON U.S. 27
 CM2150'FOR 1.0 MILE TO THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 CM2150'ROUTE 354.  TURN RIGHT, GOING WEST ON STATE ROUTE 354 FOR 1.35
 CM2150'MILES TO THE INTERSECTION OF STATE ROUTE 354 AND STATE ROUTE
 CM2150'18.  CONTINUE ON STATE ROUTE 354 FOR 1.7 MILES TO THE JUNCTION
 CM2150'OF NELSON ROAD (COUNTY ROAD 6) CROSSING.  TURN RIGHT, TRAVELING
 CM2150'NORTH ON NELSON ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 CM2150'RIGHT.  CONTINUE NORTH ON NELSON ROAD FOR 0.2 MILE TO THE
 CM2150'JUNCTION OF COUNTY ROAD 2 TO THE RIGHT AND THE STATION ON THE
 CM2150'RIGHT.
 CM2150'
 CM2150'THE STATION IS A STANDARD DISK STAMPED 072-203, SET IN THE TOP
 CM2150'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2150'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 072-203,
 CM2150'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW
 CM2150'THE SURFACE OF THE GROUND.  IT IS LOCATED 30 FEET EAST OF THE
 CM2150'CENTERLINE OF NELSON ROAD, 4 FEET EAST OF A WITNESS POST, 197
 CM2150'FEET NORTH OF A POWER POLE, 54 FEET SOUTHEAST OF THE POINT OF
 CM2150'INTERSECTION OF THE CENTERLINES OF NELSON ROAD AND COUNTY ROAD
 CM2150'2.
 CM2150'
 CM2150'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-203 AZMK, SET
 CM2150'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM2150'THE SURFACE OF THE GROUND.  IT IS LOCATED 37 FEET EAST OF THE
 CM2150'CENTERLINE OF NELSON ROAD, 130 FEET NORTHWEST OF A POWER POLE, AND
 CM2150'3.6 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2152 ***********************************************************************
 CM2152  DESIGNATION -  BV 072 204
 CM2152  PID         -  CM2152
 CM2152  STATE/COUNTY-  GA/HARRIS
 CM2152  USGS QUAD   -  PINE MOUNTAIN SW (1985)
 CM2152
 CM2152                         *CURRENT SURVEY CONTROL
 CM2152  ___________________________________________________________________
 CM2152* NAD 83(1994)-  32 49 10.70277(N)    084 55 23.42606(W)     ADJUSTED  
 CM2152* NAVD 88     -       238.0    (meters)     781.     (feet)  VERTCON   
 CM2152  ___________________________________________________________________
 CM2152  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CM2152  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CM2152
 CM2152  HORZ ORDER  -  SECOND
 CM2152
 CM2152.The horizontal coordinates were established by classical geodetic methods
 CM2152.and adjusted by the National Geodetic Survey in September 1997..
 CM2152
 CM2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2152
 CM2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2152
 CM2152.The geoid height was determined by GEOID03.
 CM2152
 CM2152;                    North         East     Units Scale Factor Converg.
 CM2152;SPC GA W     -   312,854.373   629,164.703   MT  0.99996185   -0 24 36.1
 CM2152;SPC GA W     - 1,026,423.06  2,064,184.53   sFT  0.99996185   -0 24 36.1
 CM2152;UTM  16      - 3,633,202.763   694,419.909   MT  1.00006610   +1 07 33.5
 CM2152
 CM2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2152!SPC GA W     -   0.99996709  x   0.99996185  =   0.99992894
 CM2152!UTM  16      -   0.99996709  x   1.00006610  =   1.00003319
 CM2152
 CM2152|---------------------------------------------------------------------|
 CM2152| PID    Reference Object                     Distance      Geod. Az  |
 CM2152|                                                           dddmmss.s |
 CM2152| CM2153 BV 072 204 GADT 1974 PTA             27.869 METERS 17231     |
 CM2152| CY8425 BV 072 204 AZ MK                                   3103139.5 |
 CM2152|---------------------------------------------------------------------|
 CM2152
 CM2152                          SUPERSEDED SURVEY CONTROL
 CM2152
 CM2152  NAD 83(1994)-  32 49 10.70553(N)    084 55 23.42655(W) AD(       ) 2
 CM2152  NAD 83(1986)-  32 49 10.70806(N)    084 55 23.42467(W) AD(       ) 2
 CM2152  NAD 27      -  32 49 10.23653(N)    084 55 23.66536(W) AD(       ) 2
 CM2152  NGVD 29 (07/19/86)  238.0    (m)          781.     (f) VERT ANG       
 CM2152
 CM2152.Superseded values are not recommended for survey control.
 CM2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2152.See file dsdata.txt to determine how the superseded data were derived.
 CM2152
 CM2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9442033203(NAD 83)
 CM2152_MARKER: DD = SURVEY DISK
 CM2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2152
 CM2152  HISTORY     - Date     Condition        Report By
 CM2152  HISTORY     - 1974     MONUMENTED       GADT
 CM2152
 CM2152                          STATION DESCRIPTION
 CM2152
 CM2152'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2152'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHWEST OF PINE
 CM2152'MOUNTAIN, 5-1/2 MILES NORTH OF HAMILTON, AND 6-1/4 MILES EAST OF
 CM2152'WHITESVILLE ON COUNTY RIGHT OF WAY.
 CM2152'
 CM2152'TO REACH THE STATION FROM THE CENTRAL OF GEORGIA RAILROAD STATION
 CM2152'IN HAMILTON, GO NORTHWEST ALONG COUNTY ROAD 92031 (HAMILTON-PLEASANT
 CM2152'GROVE ROAD) FOR 0.05 MILE TO A RAILROAD CROSSING.  CROSS THE
 CM2152'TRACKS, CONTINUING FOR 0.5 MILE PARALLELING THE TRACKS TO THE
 CM2152'JUNCTION OF MOBLEY ROAD (COUNTY ROAD 82) FORKING TO THE LEFT.
 CM2152'TURN RIGHT, CONTINUING ALONG COUNTY ROAD 92031 FOR 1.4 MILES TO
 CM2152'THE TOP OF PINE MOUNTAIN RIDGE AND A CROSSROADS.  CONTINUE
 CM2152'NORTHERLY ALONG COUNTY ROAD 92031 FOR 2.3 MILES TO MOUNTAIN
 CM2152'CREEK.  CONTINUE ON COUNTY ROAD 92031 IN A NORTHERLY DIRECTION
 CM2152'FOR 0.6 MILES TO LITTLE MOUNTAIN CREEK.  CONTINUE NORTHERLY
 CM2152'FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 10 TO THE RIGHT
 CM2152'AND THE STATION ON THE RIGHT ON A 12 FOOT CUT BANK.
 CM2152'
 CM2152'THE STATION IS A STANDARD DISK STAMPED 072-204, SET IN THE TOP
 CM2152'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2152'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 072-204,
 CM2152'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31 INCHES BELOW
 CM2152'THE SURFACE OF THE GROUND.  IT IS LOCATED 39 FEET EAST OF THE
 CM2152'CENTERLINE OF COUNTY ROAD 92031, 205 FEET NORTH OF THE POINT OF
 CM2152'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 92031 AND COUNTY
 CM2152'ROAD 10, 35 FEET WEST OF A POWER POLE, 11 FEET WEST OF A RIGHT
 CM2152'OF WAY MARKER, AND 2.5 FEET WEST OF A WITNESS POST.
 CM2152'
 CM2152'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE IN A
 CM2152'NORTHERLY DIRECTION ON COUNTY ROAD 92031 FOR 0.25 MILE TO THE
 CM2152'AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 072-204
 CM2152'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM2152'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 3 FEET EAST OF A
 CM2152'WITNESS POST, 59 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CM2152'92031, AND 154 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2154 ***********************************************************************
 CM2154  DESIGNATION -  BV 072 205
 CM2154  PID         -  CM2154
 CM2154  STATE/COUNTY-  GA/HARRIS
 CM2154  USGS QUAD   -  PINE MOUNTAIN SW (1985)
 CM2154
 CM2154                         *CURRENT SURVEY CONTROL
 CM2154  ___________________________________________________________________
 CM2154* NAD 83(1994)-  32 49 02.01017(N)    084 58 10.61401(W)     ADJUSTED  
 CM2154* NAVD 88     -       248.6    (meters)     816.     (feet)  VERTCON   
 CM2154  ___________________________________________________________________
 CM2154  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CM2154  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CM2154
 CM2154  HORZ ORDER  -  SECOND
 CM2154
 CM2154.The horizontal coordinates were established by classical geodetic methods
 CM2154.and adjusted by the National Geodetic Survey in September 1997..
 CM2154
 CM2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2154
 CM2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2154
 CM2154.The geoid height was determined by GEOID03.
 CM2154
 CM2154;                    North         East     Units Scale Factor Converg.
 CM2154;SPC GA W     -   312,618.682   624,814.057   MT  0.99996968   -0 26 06.7
 CM2154;SPC GA W     - 1,025,649.79  2,049,910.79   sFT  0.99996968   -0 26 06.7
 CM2154;UTM  16      - 3,632,850.509   690,076.753   MT  1.00004551   +1 06 02.6
 CM2154
 CM2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2154!SPC GA W     -   0.99996544  x   0.99996968  =   0.99993512
 CM2154!UTM  16      -   0.99996544  x   1.00004551  =   1.00001095
 CM2154
 CM2154:                Primary Azimuth Mark                     Grid Az
 CM2154:SPC GA W     -  BV 072 205 AZ MK                         070 24 41.4
 CM2154:UTM  16      -  BV 072 205 AZ MK                         068 52 32.1
 CM2154
 CM2154|---------------------------------------------------------------------|
 CM2154| PID    Reference Object                     Distance      Geod. Az  |
 CM2154|                                                           dddmmss.s |
 CM2154| CY8426 BV 072 205 AZ MK                                   0695834.7 |
 CM2154|---------------------------------------------------------------------|
 CM2154
 CM2154                          SUPERSEDED SURVEY CONTROL
 CM2154
 CM2154  NAD 83(1994)-  32 49 02.01237(N)    084 58 10.61471(W) AD(       ) 2
 CM2154  NAD 83(1986)-  32 49 02.01552(N)    084 58 10.61248(W) AD(       ) 2
 CM2154  NAD 27      -  32 49 01.54492(N)    084 58 10.84831(W) AD(       ) 2
 CM2154  NGVD 29 (07/19/86)  248.6    (m)          816.     (f) VERT ANG       
 CM2154
 CM2154.Superseded values are not recommended for survey control.
 CM2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2154.See file dsdata.txt to determine how the superseded data were derived.
 CM2154
 CM2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9007732851(NAD 83)
 CM2154_MARKER: DD = SURVEY DISK
 CM2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2154
 CM2154  HISTORY     - Date     Condition        Report By
 CM2154  HISTORY     - 1973     MONUMENTED       GADT
 CM2154
 CM2154                          STATION DESCRIPTION
 CM2154
 CM2154'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2154'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES EAST OF WHITESVILLE,
 CM2154'7.0 MILES NORTHWEST OF HAMILTON, AND 7.5 MILES SOUTHWEST OF PINE
 CM2154'MOUNTAIN ON THE PROPERTY OF B. M. MOON.
 CM2154'
 CM2154'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2154'AND STATE ROUTE 18 WEST, LOCATED IN PINE MOUNTAIN, TRAVEL WEST ON
 CM2154'STATE ROUTE 18 FOR 1.30 MILES TO THE JUNCTION OF STATE ROUTE 354
 CM2154'ON THE LEFT.  CONTINUE WEST ON STATE ROUTE 18 FOR 1.75 MILES TO
 CM2154'THE JUNCTION OF HOPEWELL CHURCH ROAD ON THE LEFT.  TURN LEFT,
 CM2154'TRAVELING IN A WESTERLY DIRECTION ON HOPEWELL CHURCH ROAD FOR 2.15
 CM2154'MILES TO THE JUNCTION OF SMITH CROSSROADS.  CONTINUE ON HOPEWELL
 CM2154'CHURCH ROAD IN A WESTERLY DIRECTION FOR 2.0 MILES TO A DRIVEWAY ON
 CM2154'THE LEFT TO B. M. MOONS RESIDENCE.  CONTINUE WEST ON HOPEWELL
 CM2154'CHURCH ROAD FOR 0.4 MILE TO THE JUNCTION OF A NORTH-SOUTH
 CM2154'FENCELINE AND AN EAST-WEST FENCELINE RUNNING PARALLEL TO
 CM2154'THE ROAD ON THE LEFT.
 CM2154'
 CM2154'THE STATION IS A STANDARD BRASS DISK STAMPED 072-205, SET IN THE
 CM2154'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2154'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2154'072-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2154'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1545 FEET
 CM2154'SOUTH OF THE CENTERLINE OF THE ROAD ALONG THE NORTH-SOUTH
 CM2154'FENCELINE, 4.0 FEET EAST OF A WITNESS POST SET ON THE FENCELINE,
 CM2154'1095 FEET SOUTH OF A 24 INCH OAK TREE LOCATED AT THE HEAD
 CM2154'WATER OF A POND, 165 FEET NORTH-NORTHWEST OF AN 8 INCH PINE
 CM2154'TREE, AND 180 FEET NORTH OF THE JUNCTION OF AN EAST-WEST
 CM2154'FENCELINE AND THE NORTH-SOUTH FENCELINE.
 CM2154'
 CM2154'TO REACH THE AZIMUTH MARK FROM THE RESIDENCE OF MR. MOON, TRAVEL
 CM2154'SOUTH ON THE MOON DRIVEWAY FOR APPROXIMATELY 200 FEET TO A METAL
 CM2154'GATE TO THE FIELD CONTAINING THE MARK.  THE MARK IS A STANDARD
 CM2154'DISK STAMPED 072-205 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM2154'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM2154'LOCATED 374 FEET SOUTH OF THE CENTER OF THE GATE, 128 FEET
 CM2154'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD HOUSE, 47.0
 CM2154'FEET NORTHEAST OF THE JUNCTION OF AN OLD FENCELINE CROSSING
 CM2154'A FIELD ROAD, 4.7 FEET WEST OF A WITNESS POST, AND 19.0 FEET
 CM2154'SOUTHEAST OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2183 ***********************************************************************
 CM2183  DESIGNATION -  BV 072 206
 CM2183  PID         -  CM2183
 CM2183  STATE/COUNTY-  GA/HARRIS
 CM2183  USGS QUAD   -  WHITESVILLE (1964)
 CM2183
 CM2183                         *CURRENT SURVEY CONTROL
 CM2183  ___________________________________________________________________
 CM2183* NAD 83(1994)-  32 49 25.57734(N)    085 05 06.88442(W)     ADJUSTED  
 CM2183* NAVD 88     -       211.4    (meters)     694.     (feet)  VERTCON   
 CM2183  ___________________________________________________________________
 CM2183  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CM2183  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CM2183
 CM2183  HORZ ORDER  -  SECOND
 CM2183
 CM2183.The horizontal coordinates were established by classical geodetic methods
 CM2183.and adjusted by the National Geodetic Survey in September 1997..
 CM2183
 CM2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2183
 CM2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2183
 CM2183.The geoid height was determined by GEOID03.
 CM2183
 CM2183;                    North         East     Units Scale Factor Converg.
 CM2183;SPC GA W     -   313,432.822   613,992.657   MT  0.99999118   -0 29 52.6
 CM2183;SPC GA W     - 1,028,320.85  2,014,407.58   sFT  0.99999118   -0 29 52.6
 CM2183;UTM  16      - 3,633,374.305   679,236.980   MT  0.99999614   +1 02 17.5
 CM2183
 CM2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2183!SPC GA W     -   0.99997133  x   0.99999118  =   0.99996251
 CM2183!UTM  16      -   0.99997133  x   0.99999614  =   0.99996747
 CM2183
 CM2183:                Primary Azimuth Mark                     Grid Az
 CM2183:SPC GA W     -  BV 072 206 AZ MK                         091 51 44.8
 CM2183:UTM  16      -  BV 072 206 AZ MK                         090 19 34.7
 CM2183
 CM2183|---------------------------------------------------------------------|
 CM2183| PID    Reference Object                     Distance      Geod. Az  |
 CM2183|                                                           dddmmss.s |
 CM2183| CY8427 BV 072 206 AZ MK                                   0912152.2 |
 CM2183|---------------------------------------------------------------------|
 CM2183
 CM2183                          SUPERSEDED SURVEY CONTROL
 CM2183
 CM2183  NAD 83(1994)-  32 49 25.57863(N)    085 05 06.88526(W) AD(       ) 2
 CM2183  NAD 83(1986)-  32 49 25.58274(N)    085 05 06.88272(W) AD(       ) 2
 CM2183  NAD 27      -  32 49 25.11554(N)    085 05 07.10693(W) AD(       ) 2
 CM2183  NGVD 29 (07/19/86)  211.4    (m)          694.     (f) VERT ANG       
 CM2183
 CM2183.Superseded values are not recommended for survey control.
 CM2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2183.See file dsdata.txt to determine how the superseded data were derived.
 CM2183
 CM2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7923733374(NAD 83)
 CM2183_MARKER: DD = SURVEY DISK
 CM2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2183
 CM2183  HISTORY     - Date     Condition        Report By
 CM2183  HISTORY     - 1973     MONUMENTED       GADT
 CM2183
 CM2183                          STATION DESCRIPTION
 CM2183
 CM2183'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2183'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF WHITESVILLE,
 CM2183'7-1/2 MILES SOUTHWEST OF WEST POINT, AND 13 MILES SOUTHWEST OF
 CM2183'PINE MOUNTAIN ON THE PROPERTY OF GAYLORD YATES.
 CM2183'
 CM2183'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND
 CM2183'STATE ROUTE 18, JUST EAST OF WEST POINT, TRAVEL EAST ON STATE ROUTE
 CM2183'18 FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE 18 AND STATE ROUTE
 CM2183'103.  TURN RIGHT, PROCEEDING SOUTH ON STATE ROUTE 103 FOR 3.25
 CM2183'MILES TO FLAT SHOALS CREEK.  CONTINUE ON STATE ROUTE 103 FOR 0.95
 CM2183'MILE TO MARSH ROAD (COUNTY ROAD 39, THE SECOND DIRT ROAD ON THE
 CM2183'LEFT).  TURN LEFT, TRAVELING EAST FOR 0.3 MILE TO SARDIS CHURCH
 CM2183'ROAD (COUNTY ROAD 40) TO THE RIGHT.  TURN RIGHT, PROCEEDING
 CM2183'SOUTHEASTERLY ALONG SARDIS CHURCH ROAD FOR 1.1 MILES TO A
 CM2183'WOODS ROAD ON THE RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY FOR
 CM2183'0.2 MILE TO A FORK.  PROCEED ON THE ROAD TO THE LEFT FOR 0.2
 CM2183'MILE TO A GATE.  DRIVE THROUGH THE GATE, TURNING LEFT IN A
 CM2183'NORTHERLY DIRECTION FOR 0.05 MILE TO THE STATION.
 CM2183'
 CM2183'THE STATION IS A STANDARD DISK STAMPED 072-206, SET IN THE TOP
 CM2183'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2183'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2183'072-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM2183'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 148 FEET
 CM2183'EAST OF AN 8 INCH TWIN PINE TREE, 46 FEET EAST OF A TERRACE,
 CM2183'236.3 FEET NORTHEAST OF THE NORTH GATE POST, 285.4 FEET NORTH OF
 CM2183'A PINE TREE, AND 3.0 FEET WEST OF A WITNESS POST.
 CM2183'
 CM2183'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE IN AN
 CM2183'EASTERLY DIRECTION ON THE MAIN DIRT ROAD FOR 0.60 MILE TO THE
 CM2183'MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED 072-206 AZMK,
 CM2183'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM2183'THE SURFACE OF THE GROUND.  IT IS LOCATED 3.8 FEET SOUTH OF A
 CM2183'WITNESS POST, 81 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 CM2183'AND 14 FEET SOUTHWEST OF A SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2184 ***********************************************************************
 CM2184  DESIGNATION -  BV 072 208
 CM2184  PID         -  CM2184
 CM2184  STATE/COUNTY-  GA/HARRIS
 CM2184  USGS QUAD   -  WHITESVILLE (1964)
 CM2184
 CM2184                         *CURRENT SURVEY CONTROL
 CM2184  ___________________________________________________________________
 CM2184* NAD 83(1994)-  32 46 24.12478(N)    085 04 47.91268(W)     ADJUSTED  
 CM2184* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 CM2184  ___________________________________________________________________
 CM2184  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 CM2184  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CM2184
 CM2184  HORZ ORDER  -  SECOND
 CM2184
 CM2184.The horizontal coordinates were established by classical geodetic methods
 CM2184.and adjusted by the National Geodetic Survey in September 1997..
 CM2184
 CM2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2184
 CM2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2184
 CM2184.The geoid height was determined by GEOID03.
 CM2184
 CM2184;                    North         East     Units Scale Factor Converg.
 CM2184;SPC GA W     -   307,839.018   614,437.835   MT  0.99999024   -0 29 39.9
 CM2184;SPC GA W     - 1,009,968.51  2,015,868.13   sFT  0.99999024   -0 29 39.9
 CM2184;UTM  16      - 3,627,794.397   679,831.856   MT  0.99999878   +1 02 22.6
 CM2184
 CM2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2184!SPC GA W     -   0.99996892  x   0.99999024  =   0.99995916
 CM2184!UTM  16      -   0.99996892  x   0.99999878  =   0.99996770
 CM2184
 CM2184:                Primary Azimuth Mark                     Grid Az
 CM2184:SPC GA W     -  BV 072 208 AZ MK                         302 02 42.1
 CM2184:UTM  16      -  BV 072 208 AZ MK                         300 30 39.6
 CM2184
 CM2184|---------------------------------------------------------------------|
 CM2184| PID    Reference Object                     Distance      Geod. Az  |
 CM2184|                                                           dddmmss.s |
 CM2184| CY8429 BV 072 208 AZ MK                                   3013302.2 |
 CM2184|---------------------------------------------------------------------|
 CM2184
 CM2184                          SUPERSEDED SURVEY CONTROL
 CM2184
 CM2184  NAD 83(1994)-  32 46 24.12585(N)    085 04 47.91358(W) AD(       ) 2
 CM2184  NAD 83(1986)-  32 46 24.13000(N)    085 04 47.91103(W) AD(       ) 2
 CM2184  NAD 27      -  32 46 23.65785(N)    085 04 48.13736(W) AD(       ) 2
 CM2184  NGVD 29 (07/19/86)  226.6    (m)          743.     (f) VERT ANG       
 CM2184
 CM2184.Superseded values are not recommended for survey control.
 CM2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2184.See file dsdata.txt to determine how the superseded data were derived.
 CM2184
 CM2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7983227794(NAD 83)
 CM2184_MARKER: DD = SURVEY DISK
 CM2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2184
 CM2184  HISTORY     - Date     Condition        Report By
 CM2184  HISTORY     - 1973     MONUMENTED       GADT
 CM2184
 CM2184                          STATION DESCRIPTION
 CM2184
 CM2184'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2184'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHWEST OF
 CM2184'WHITESVILLE, 10 MILES WEST OF HAMILTON, AND 8 MILES SOUTHEAST OF
 CM2184'WEST POINT ON STATE RIGHT OF WAY.
 CM2184'
 CM2184'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2184'AND STATE ROUTE 116 IN HAMILTON, TRAVEL WEST ON STATE ROUTE 116 FOR
 CM2184'6.35 MILES TO MACEDONIA ROAD (COUNTY ROAD 87) ON THE LEFT.
 CM2184'CONTINUE AHEAD ON STATE ROUTE 116 FOR 2.75 MILES TO THE JUNCTION OF
 CM2184'STATE ROUTE 103 TO THE LEFT AND STATE ROUTE 219 TO THE RIGHT.
 CM2184'CONTINUE WEST ON STATE ROUTE 103 FOR 3.35 MILES TO THE JUNCTION
 CM2184'OF LOWER BLANTON FERRY ROAD TO THE LEFT.  CONTINUE
 CM2184'NORTHWESTERLY ON STATE ROUTE 103 FOR 2.2 MILES TO THE JUNCTION
 CM2184'OF PINE LAKE ROAD (COUNTY ROAD 45) TO THE RIGHT.  CONTINUE AHEAD
 CM2184'ON STATE ROUTE 103 FOR 0.05 MILE TO THE STATION ON THE
 CM2184'RIGHT.
 CM2184'
 CM2184'THE STATION IS A STANDARD BRASS DISK STAMPED 072-208, SET IN THE
 CM2184'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 CM2184'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 072-208,
 CM2184'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW
 CM2184'THE SURFACE OF THE GROUND.  IT IS LOCATED 58.0 FEET NORTHEAST OF
 CM2184'THE CENTERLINE OF STATE ROUTE 103, 2.9 FEET SOUTHWEST OF A
 CM2184'WITNESS POST, AND 349.0 FEET NORTHWEST OF THE CENTERLINE OF
 CM2184'PINE LAKE ROAD.
 CM2184'
 CM2184'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY
 CM2184'ON STATE ROUTE 103 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  THE
 CM2184'MARK IS A STANDARD DISK STAMPED 072-208 AZMK, SET IN THE TOP OF A
 CM2184'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2184'GROUND.  IT IS LOCATED 45.5 FEET NORTHEAST OF THE CENTERLINE OF
 CM2184'STATE ROUTE 103, 5.0 FEET SOUTHWEST OF A WITNESS POST SET ON A
 CM2184'FENCELINE, 15.0 FEET SOUTHEAST OF A 20 INCH FORKED PINE, 73.0
 CM2184'FEET SOUTHEAST OF A 10 INCH SWEET GUM TREE, AND 126.2 FEET
 CM2184'NORTHWEST OF A LONE 12 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2181 ***********************************************************************
 CM2181  DESIGNATION -  BV 072 209 GADT 1974
 CM2181  PID         -  CM2181
 CM2181  STATE/COUNTY-  GA/HARRIS
 CM2181  USGS QUAD   -  WHITESVILLE (1964)
 CM2181
 CM2181                         *CURRENT SURVEY CONTROL
 CM2181  ___________________________________________________________________
 CM2181* NAD 83(1994)-  32 46 00.34211(N)    085 00 35.08575(W)     ADJUSTED  
 CM2181* NAVD 88     -       227.3    (meters)     746.     (feet)  VERTCON   
 CM2181  ___________________________________________________________________
 CM2181  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CM2181  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CM2181
 CM2181  HORZ ORDER  -  SECOND
 CM2181
 CM2181.The horizontal coordinates were established by classical geodetic methods
 CM2181.and adjusted by the National Geodetic Survey in September 1997..
 CM2181
 CM2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2181
 CM2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2181
 CM2181.The geoid height was determined by GEOID03.
 CM2181
 CM2181;                    North         East     Units Scale Factor Converg.
 CM2181;SPC GA W     -   307,051.822   621,011.584   MT  0.99997691   -0 27 22.7
 CM2181;SPC GA W     - 1,007,385.85  2,037,435.51   sFT  0.99997691   -0 27 22.7
 CM2181;UTM  16      - 3,627,183.436   686,424.519   MT  1.00002855   +1 04 38.9
 CM2181
 CM2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2181!SPC GA W     -   0.99996878  x   0.99997691  =   0.99994569
 CM2181!UTM  16      -   0.99996878  x   1.00002855  =   0.99999733
 CM2181
 CM2181:                Primary Azimuth Mark                     Grid Az
 CM2181:SPC GA W     -  BV 072 210                               323 41 44.0
 CM2181:UTM  16      -  BV 072 210                               322 09 42.4
 CM2181
 CM2181|---------------------------------------------------------------------|
 CM2181| PID    Reference Object                     Distance      Geod. Az  |
 CM2181|                                                           dddmmss.s |
 CM2181| CM2180 BV 072 210                          441.371 METERS 3231421.3 |
 CM2181|---------------------------------------------------------------------|
 CM2181
 CM2181                          SUPERSEDED SURVEY CONTROL
 CM2181
 CM2181  NAD 83(1994)-  32 46 00.34396(N)    085 00 35.08616(W) AD(       ) 2
 CM2181  NAD 83(1986)-  32 46 00.34737(N)    085 00 35.08424(W) AD(       ) 2
 CM2181  NAD 27      -  32 45 59.87311(N)    085 00 35.31832(W) AD(       ) 2
 CM2181  NGVD 29 (07/19/86)  227.3    (m)          746.     (f) VERT ANG       
 CM2181
 CM2181.Superseded values are not recommended for survey control.
 CM2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2181.See file dsdata.txt to determine how the superseded data were derived.
 CM2181
 CM2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8642527183(NAD 83)
 CM2181_MARKER: DD = SURVEY DISK
 CM2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2181+STABILITY: SURFACE MOTION
 CM2181
 CM2181  HISTORY     - Date     Condition        Report By
 CM2181  HISTORY     - 1974     MONUMENTED       GADT
 CM2181
 CM2181                          STATION DESCRIPTION
 CM2181
 CM2181'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2181'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF WHITESVILLE,
 CM2181'11.5 MILES SOUTHWEST OF PINE MOUNTAIN, 8 MILES WEST OF HAMILTON
 CM2181'ON THE PROPERTY OF CASON J. CALLAWAY, JR.
 CM2181'
 CM2181'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, TRAVEL
 CM2181'SOUTH ON U.S. HIGHWAY 27 FOR 0.1 MILE TO THE JUNCTION OF STATE
 CM2181'ROUTE 116 CROSSING.  TURN RIGHT, TRAVELING IN A WESTERLY DIRECTION
 CM2181'ON STATE ROUTE 116 FOR 0.05 MILE TO A RAILROAD CROSSING.  CONTINUE
 CM2181'ON STATE ROUTE 116 FOR 9.2 MILES TO THE TERMINATION OF STATE
 CM2181'ROUTE 116 AND THE JUNCTION OF STATE ROUTE 219 ON THE RIGHT AND
 CM2181'STATE ROUTE 103 ON THE LEFT, AND STATE ROUTE 103 AHEAD.  TURN
 CM2181'RIGHT, TRAVELING NORTH ON STATE ROUTE 219 FOR 1.3 MILES TO A
 CM2181'GATE ON THE RIGHT.  TURN RIGHT, TRAVELING EAST THROUGH THE
 CM2181'GATE FOR 0.45 MILE TO THE JUNCTION OF A DIRT ROAD CROSSING.
 CM2181'CONTINUE ON THE DIRT ROAD, TRAVELING EAST FOR 0.10 MILE TO A
 CM2181'DIRT ROAD T INTERSECTION.  CONTINUE IN AN EASTERLY DIRECTION
 CM2181'THROUGH A FIELD FOR 0.15 MILE TO THE TOP OF A HILL AND THE
 CM2181'STATION.
 CM2181'
 CM2181'THE STATION IS A STANDARD DISK STAMPED 072-209, SET IN THE TOP
 CM2181'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2181'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2181'072-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 33
 CM2181'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 4 FEET
 CM2181'WEST OF THE WITNESS POST, 220 FEET WEST OF A 10 INCH PINE, 376
 CM2181'FEET NORTHEAST OF A POWER POLE LOCATED NEAR THE T INTERSECTION,
 CM2181'AND 530 FEET SOUTHEAST OF A TELEPHONE POLE.
 CM2181'
 CM2181'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  BV 072-210
 CM2181'(GADT) OR WILLIAMS MTN LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2180 ***********************************************************************
 CM2180  DESIGNATION -  BV 072 210
 CM2180  PID         -  CM2180
 CM2180  STATE/COUNTY-  GA/HARRIS
 CM2180  USGS QUAD   -  WHITESVILLE (1964)
 CM2180
 CM2180                         *CURRENT SURVEY CONTROL
 CM2180  ___________________________________________________________________
 CM2180* NAD 83(1994)-  32 46 11.82042(N)    085 00 45.23504(W)     ADJUSTED  
 CM2180* NAVD 88     -       231.0    (meters)     758.     (feet)  VERTCON   
 CM2180  ___________________________________________________________________
 CM2180  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CM2180  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CM2180
 CM2180  HORZ ORDER  -  SECOND
 CM2180
 CM2180.The horizontal coordinates were established by classical geodetic methods
 CM2180.and adjusted by the National Geodetic Survey in September 1997..
 CM2180
 CM2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2180
 CM2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2180
 CM2180.The geoid height was determined by GEOID03.
 CM2180
 CM2180;                    North         East     Units Scale Factor Converg.
 CM2180;SPC GA W     -   307,407.507   620,750.265   MT  0.99997742   -0 27 28.4
 CM2180;SPC GA W     - 1,008,552.80  2,036,578.16   sFT  0.99997742   -0 27 28.4
 CM2180;UTM  16      - 3,627,532.016   686,153.760   MT  1.00002731   +1 04 33.8
 CM2180
 CM2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2180!SPC GA W     -   0.99996820  x   0.99997742  =   0.99994562
 CM2180!UTM  16      -   0.99996820  x   1.00002731  =   0.99999551
 CM2180
 CM2180:                Primary Azimuth Mark                     Grid Az
 CM2180:SPC GA W     -  BV 072 209 GADT 1974                     143 41 44.2
 CM2180:UTM  16      -  BV 072 209 GADT 1974                     142 09 42.0
 CM2180
 CM2180|---------------------------------------------------------------------|
 CM2180| PID    Reference Object                     Distance      Geod. Az  |
 CM2180|                                                           dddmmss.s |
 CM2180| CM2181 BV 072 209 GADT 1974                441.371 METERS 1431415.8 |
 CM2180| CY8430 BV 072 210 AZ MK                                   3202936.8 |
 CM2180|---------------------------------------------------------------------|
 CM2180
 CM2180                          SUPERSEDED SURVEY CONTROL
 CM2180
 CM2180  NAD 83(1994)-  32 46 11.82222(N)    085 00 45.23544(W) AD(       ) 2
 CM2180  NAD 83(1986)-  32 46 11.82570(N)    085 00 45.23354(W) AD(       ) 2
 CM2180  NAD 27      -  32 46 11.35186(N)    085 00 45.46727(W) AD(       ) 2
 CM2180  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 CM2180
 CM2180.Superseded values are not recommended for survey control.
 CM2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2180.See file dsdata.txt to determine how the superseded data were derived.
 CM2180
 CM2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8615427532(NAD 83)
 CM2180_MARKER: DD = SURVEY DISK
 CM2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2180
 CM2180  HISTORY     - Date     Condition        Report By
 CM2180  HISTORY     - 1974     MONUMENTED       GADT
 CM2180
 CM2180                          STATION DESCRIPTION
 CM2180
 CM2180'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2180'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 CM2180'WHITESVILLE, 8 MILES WEST OF HAMILTON, AND 11-1/2 MILES
 CM2180'SOUTHWEST OF PINE MOUNTAIN ON THE PROPERTY OF CASON J. CALLOWAY,
 CM2180'JR.
 CM2180'
 CM2180'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, TRAVEL SOUTH
 CM2180'ON U.S. HIGHWAY 27 FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 CM2180'27 AND STATE ROUTE 116.  TURN RIGHT ON STATE ROUTE 116, GOING
 CM2180'WEST FOR 0.05 MILE TO A RAILROAD CROSSING.  CROSS THE TRACK,
 CM2180'CONTINUING WEST ON STATE ROUTE 116 FOR 9.2 MILES TO THE
 CM2180'INTERSECTION OF STATE ROUTES 103, 116, AND 219.  TURN RIGHT,
 CM2180'TRAVELING NORTH ON STATE ROUTE 219 FOR 1.3 MILES TO A GATE ON THE
 CM2180'RIGHT.  GO THROUGH THE GATE, TRAVELING EAST FOR 0.45 MILE TO A
 CM2180'DIRT ROAD TO THE LEFT.  TURN LEFT, TRAVELING NORTH FOR 0.4
 CM2180'MILE TO A HUNTING LODGE AND THE STATION.
 CM2180'
 CM2180'THE STATION IS A STANDARD DISK STAMPED 072-210, SET IN THE TOP
 CM2180'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2180'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2180'072-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2180'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 4.5 FEET
 CM2180'SOUTH OF A WITNESS POST, 5 FEET SOUTH OF A POWER POLE, 109 FEET
 CM2180'NORTH OF THE NORTHWEST CORNER OF THE HUNTING LODGE, AND 84 FEET
 CM2180'NORTH OF A TELEPHONE POLE.
 CM2180'
 CM2180'TO REACH THE AZIMUTH MARK FROM THE GATE ENTERED, TRAVEL NORTH ON
 CM2180'STATE ROUTE 219 FOR 0.45 MILE TO A BRIDGE OVER A SMALL
 CM2180'CREEK.  CONTINUE FOR 0.5 MILE TO THE MARK ON THE LEFT.  IT IS
 CM2180'LOCATED 2.5 FEET WEST OF A WITNESS POST SET IN A FENCELINE, 108
 CM2180'FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM2180'STATE ROUTE 219 AND A DIRT DRIVE TO A HOUSE ON THE WEST SIDE OF
 CM2180'THE HIGHWAY, AND 40.5 FEET WEST OF THE CENTERLINE OF THE
 CM2180'HIGHWAY.  IT IS A STANDARD DISK STAMPED 072-210 AZMK, SET IN
 CM2180'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2180'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2149 ***********************************************************************
 CM2149  DESIGNATION -  BV 072 211 GADT 1973
 CM2149  PID         -  CM2149
 CM2149  STATE/COUNTY-  GA/HARRIS
 CM2149  USGS QUAD   -  PINE MOUNTAIN SW (1985)
 CM2149
 CM2149                         *CURRENT SURVEY CONTROL
 CM2149  ___________________________________________________________________
 CM2149* NAD 83(1994)-  32 45 12.54754(N)    084 58 04.76103(W)     ADJUSTED  
 CM2149* NAVD 88     -       339.4    (meters)    1114.     (feet)  VERTCON   
 CM2149  ___________________________________________________________________
 CM2149  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 CM2149  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CM2149
 CM2149  HORZ ORDER  -  SECOND
 CM2149
 CM2149.The horizontal coordinates were established by classical geodetic methods
 CM2149.and adjusted by the National Geodetic Survey in September 1997..
 CM2149
 CM2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2149
 CM2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2149
 CM2149.The geoid height was determined by GEOID03.
 CM2149
 CM2149;                    North         East     Units Scale Factor Converg.
 CM2149;SPC GA W     -   305,549.181   624,912.766   MT  0.99996950   -0 26 00.8
 CM2149;SPC GA W     - 1,002,455.94  2,050,234.63   sFT  0.99996950   -0 26 00.8
 CM2149;UTM  16      - 3,625,785.645   690,364.772   MT  1.00004686   +1 05 58.9
 CM2149
 CM2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2149!SPC GA W     -   0.99995116  x   0.99996950  =   0.99992066
 CM2149!UTM  16      -   0.99995116  x   1.00004686  =   0.99999802
 CM2149
 CM2149:                Primary Azimuth Mark                     Grid Az
 CM2149:SPC GA W     -  BV 072 210                               294 03 28.8
 CM2149:UTM  16      -  BV 072 210                               292 31 29.1
 CM2149
 CM2149|---------------------------------------------------------------------|
 CM2149| PID    Reference Object                     Distance      Geod. Az  |
 CM2149|                                                           dddmmss.s |
 CM2149| CM2180 BV 072 210                          APPROX. 4.6 KM 2933728.0 |
 CM2149|---------------------------------------------------------------------|
 CM2149
 CM2149                          SUPERSEDED SURVEY CONTROL
 CM2149
 CM2149  NAD 83(1994)-  32 45 12.54960(N)    084 58 04.76122(W) AD(       ) 2
 CM2149  NAD 83(1986)-  32 45 12.55278(N)    084 58 04.75949(W) AD(       ) 2
 CM2149  NAD 27      -  32 45 12.07599(N)    084 58 04.99782(W) AD(       ) 2
 CM2149  NGVD 29 (07/19/86)  339.4    (m)         1114.     (f) VERT ANG       
 CM2149
 CM2149.Superseded values are not recommended for survey control.
 CM2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2149.See file dsdata.txt to determine how the superseded data were derived.
 CM2149
 CM2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9036525786(NAD 83)
 CM2149_MARKER: DD = SURVEY DISK
 CM2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2149+STABILITY: SURFACE MOTION
 CM2149
 CM2149  HISTORY     - Date     Condition        Report By
 CM2149  HISTORY     - 1973     MONUMENTED       GADT
 CM2149
 CM2149                          STATION DESCRIPTION
 CM2149
 CM2149'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2149'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST OF HAMILTON,
 CM2149'9 MILES SOUTHWEST OF PINE MOUNTAIN, AND 6 MILES SOUTHEAST OF
 CM2149'WHITESVILLE ON THE PROPERTY OF CASON J. CALLAWAY, JR.
 CM2149'
 CM2149'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, TRAVEL SOUTH
 CM2149'ON U.S. HIGHWAY 27 FOR 0.10 MILE TO THE JUNCTION OF STATE ROUTE
 CM2149'116 CROSSING.  TURN RIGHT ON STATE ROUTE 116, TRAVELING WEST
 CM2149'FOR 0.05 MILE TO A RAILROAD CROSSING.  CONTINUE ON STATE ROUTE 116
 CM2149'FOR 7.0 MILES TO A DIRT TRACK ROAD WITH A GATE ON THE RIGHT.
 CM2149'TURN RIGHT, TRAVELING NORTHEASTERLY THROUGH A GATE FOR 1.0 MILE
 CM2149'TO A CLEARING, OBSERVATION SHED, AND THE STATION ON TOP OF A
 CM2149'MOUNTAIN.
 CM2149'
 CM2149'THE STATION IS A STANDARD DISK STAMPED 072-211, SET IN THE TOP
 CM2149'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2149'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2149'072-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2149'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 150 FEET
 CM2149'NORTHWESTERLY OF THE WEST CORNER OF AN OBSERVATION PLATFORM, 135
 CM2149'FEET NORTH OF THE CENTERLINE OF A WOODS ROAD, 94 FEET SOUTHWEST
 CM2149'OF A TWIN 18 INCH OAK TREE, 24 FEET SOUTH OF A 20 INCH OAK TREE,
 CM2149'AND 4 FEET NORTH OF A WITNESS POST.
 CM2149'
 CM2149'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 CM2149'072-210 (GADT) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2122 ***********************************************************************
 CM2122  DESIGNATION -  BV 072 212
 CM2122  PID         -  CM2122
 CM2122  STATE/COUNTY-  GA/HARRIS
 CM2122  USGS QUAD   -  MULBERRY GROVE (1985)
 CM2122
 CM2122                         *CURRENT SURVEY CONTROL
 CM2122  ___________________________________________________________________
 CM2122* NAD 83(1994)-  32 44 01.01800(N)    084 55 55.37550(W)     ADJUSTED  
 CM2122* NAVD 88     -       227.0    (meters)     745.     (feet)  VERTCON   
 CM2122  ___________________________________________________________________
 CM2122  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CM2122  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CM2122
 CM2122  HORZ ORDER  -  SECOND
 CM2122
 CM2122.The horizontal coordinates were established by classical geodetic methods
 CM2122.and adjusted by the National Geodetic Survey in September 1997..
 CM2122
 CM2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2122
 CM2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2122
 CM2122.The geoid height was determined by GEOID03.
 CM2122
 CM2122;                    North         East     Units Scale Factor Converg.
 CM2122;SPC GA W     -   303,320.900   628,264.698   MT  0.99996343   -0 24 50.0
 CM2122;SPC GA W     -   995,145.32  2,061,231.76   sFT  0.99996343   -0 24 50.0
 CM2122;UTM  16      - 3,623,647.638   693,775.413   MT  1.00006302   +1 07 06.8
 CM2122
 CM2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2122!SPC GA W     -   0.99996878  x   0.99996343  =   0.99993221
 CM2122!UTM  16      -   0.99996878  x   1.00006302  =   1.00003180
 CM2122
 CM2122:                Primary Azimuth Mark                     Grid Az
 CM2122:SPC GA W     -  BV 072 212 AZ MK                         024 59 14.2
 CM2122:UTM  16      -  BV 072 212 AZ MK                         023 27 17.4
 CM2122
 CM2122|---------------------------------------------------------------------|
 CM2122| PID    Reference Object                     Distance      Geod. Az  |
 CM2122|                                                           dddmmss.s |
 CM2122| CY8431 BV 072 212 AZ MK                                   0243424.2 |
 CM2122| CM2148 HAMILTON MUN TANK                   APPROX. 5.9 KM 0595649.1 |
 CM2122| CM1948 COLUMBUS TV STA WYEA MAST           APPROX.30.9 KM 1715214.1 |
 CM2122| CM2090 FORTSON GA PWR MICROWAVE            APPROX.14.9 KM 1722805.7 |
 CM2122|---------------------------------------------------------------------|
 CM2122
 CM2122                          SUPERSEDED SURVEY CONTROL
 CM2122
 CM2122  NAD 83(1994)-  32 44 01.02050(N)    084 55 55.37560(W) AD(       ) 2
 CM2122  NAD 83(1986)-  32 44 01.02326(N)    084 55 55.37426(W) AD(       ) 2
 CM2122  NAD 27      -  32 44 00.54427(N)    084 55 55.61702(W) AD(       ) 2
 CM2122  NGVD 29 (07/19/86)  227.0    (m)          745.     (f) VERT ANG       
 CM2122
 CM2122.Superseded values are not recommended for survey control.
 CM2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2122.See file dsdata.txt to determine how the superseded data were derived.
 CM2122
 CM2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9377523648(NAD 83)
 CM2122_MARKER: DD = SURVEY DISK
 CM2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2122
 CM2122  HISTORY     - Date     Condition        Report By
 CM2122  HISTORY     - 1974     MONUMENTED       GADT
 CM2122
 CM2122                          STATION DESCRIPTION
 CM2122
 CM2122'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2122'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF
 CM2122'HAMILTON, 8-1/2 MILES SOUTHEAST OF WHITESVILLE, AND 12 MILES
 CM2122'WEST-NORTHWEST OF WAVERLY HALL.
 CM2122'
 CM2122'TO REACH THE STATION FROM THE TOWN SQUARE IN HAMILTON, TRAVEL
 CM2122'SOUTHWEST ON STATE ROUTE 116 FOR 1.6 MILES TO THE JUNCTION OF
 CM2122'MT. HILL SCHOOL ROAD (COUNTY ROAD 92651) ON THE LEFT.  TURN LEFT,
 CM2122'TRAVELING IN A SOUTHERLY DIRECTION ON MT. HILL SCHOOL ROAD FOR 0.6
 CM2122'MILE TO A FORK TO THE LEFT.  TURN RIGHT CONTINUING ALONG MT. HILL
 CM2122'SCHOOL ROAD SOUTHWESTERLY FOR 1.95 MILES TO A FIELD ROAD ON THE
 CM2122'RIGHT TO A GATE.  GO THRU THE GATE FOLLOWING THE FIELD ROAD
 CM2122'NORTHWEST UP A HILL FOR 0.3 MILE TO A LARGE 40 INCH DOUBLE OAK
 CM2122'TREE ON THE RIGHT.  CONTINUE NORTH-NORTHWEST FOR 0.2 MILE TO THE
 CM2122'MIDDLE OF THE FIELD AND THE STATION.
 CM2122'
 CM2122'THE STATION IS A STANDARD BRASS DISK STAMPED 072-212, SET IN THE
 CM2122'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2122'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2122'072-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 33
 CM2122'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1211.0
 CM2122'FEET NORTH-NORTHWEST OF THE 40 INCH DOUBLE OAK TREE, 3.5 FEET
 CM2122'EAST OF A WITNESS POST, AND 343.0 FEET SOUTH OF A PINE TREE
 CM2122'LOCATED 25 FEET FROM THE EDGE OF A WOODLINE TO THE NORTH.
 CM2122'
 CM2122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO ON A BEARING OF
 CM2122'APPROXIMATELY N24 DEG E ACROSS THE FIELD FOR 0.25 MILE TO AN OLD
 CM2122'FENCE LINE AND THE MARK.  THE MARK IS A STANDARD DISK STAMPED
 CM2122'072-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2122'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 3.5
 CM2122'FEET WEST OF A WITNESS POST SET ON THE FENCELINE, 111.5 FEET
 CM2122'NORTH-NORTHWEST OF AN 8 INCH PINE TREE IN THE FENCELINE,
 CM2122'118.0 FEET SOUTH OF A 6 INCH PINE TREE IN THE FENCELINE, 160
 CM2122'FEET SOUTHEAST OF A 6 INCH PINE TREE, AND 170 FEET
 CM2122'EAST-NORTHEAST OF ANOTHER 6 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2232 ***********************************************************************
 CM2232  DESIGNATION -  BV 072 213
 CM2232  PID         -  CM2232
 CM2232  STATE/COUNTY-  GA/HARRIS
 CM2232  USGS QUAD   -  BARTLETTS FERRY DAM (1983)
 CM2232
 CM2232                         *CURRENT SURVEY CONTROL
 CM2232  ___________________________________________________________________
 CM2232* NAD 83(1994)-  32 41 19.21571(N)    085 03 59.35143(W)     ADJUSTED  
 CM2232* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 CM2232  ___________________________________________________________________
 CM2232  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CM2232  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CM2232
 CM2232  HORZ ORDER  -  SECOND
 CM2232
 CM2232.The horizontal coordinates were established by classical geodetic methods
 CM2232.and adjusted by the National Geodetic Survey in September 1997..
 CM2232
 CM2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2232
 CM2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2232
 CM2232.The geoid height was determined by GEOID03.
 CM2232
 CM2232;                    North         East     Units Scale Factor Converg.
 CM2232;SPC GA W     -   298,435.781   615,621.837   MT  0.99998776   -0 29 09.6
 CM2232;SPC GA W     -   979,118.06  2,019,752.64   sFT  0.99998776   -0 29 09.6
 CM2232;UTM  16      - 3,618,426.061   681,266.898   MT  1.00000517   +1 02 40.3
 CM2232
 CM2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2232!SPC GA W     -   0.99997337  x   0.99998776  =   0.99996113
 CM2232!UTM  16      -   0.99997337  x   1.00000517  =   0.99997854
 CM2232
 CM2232|---------------------------------------------------------------------|
 CM2232| PID    Reference Object                     Distance      Geod. Az  |
 CM2232|                                                           dddmmss.s |
 CM2232| CM2231 BV 072 213 GADT 1974 PTA             24.977 METERS 01509     |
 CM2232| CY8432 BV 072 213 AZ MK                                   0390712.3 |
 CM2232|---------------------------------------------------------------------|
 CM2232
 CM2232                          SUPERSEDED SURVEY CONTROL
 CM2232
 CM2232  NAD 83(1994)-  32 41 19.21705(N)    085 03 59.35100(W) AD(       ) 2
 CM2232  NAD 83(1986)-  32 41 19.22103(N)    085 03 59.34999(W) AD(       ) 2
 CM2232  NAD 27      -  32 41 18.74060(N)    085 03 59.58126(W) AD(       ) 2
 CM2232  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 CM2232
 CM2232.Superseded values are not recommended for survey control.
 CM2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2232.See file dsdata.txt to determine how the superseded data were derived.
 CM2232
 CM2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8126718426(NAD 83)
 CM2232_MARKER: DD = SURVEY DISK
 CM2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2232
 CM2232  HISTORY     - Date     Condition        Report By
 CM2232  HISTORY     - 1974     MONUMENTED       GADT
 CM2232
 CM2232                          STATION DESCRIPTION
 CM2232
 CM2232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2232'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES NORTHWEST OF
 CM2232'MULBERRY GROVE, 9-1/2 MILES SOUTH OF WHITESVILLE, AND 12 MILES
 CM2232'SOUTHWEST OF HAMILTON ON THE PROPERTY OF MR. RAY WRIGHT.
 CM2232'
 CM2232'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 116, 219,
 CM2232'AND 103, LOCATED 8-1/2 MILES EAST OF HAMILTON, GO SOUTH ON STATE
 CM2232'ROUTE 103 FOR 3.7 MILES TO THE JUNCTION OF MOUNTAIN HILL ROAD
 CM2232'(COUNTY ROAD 91499) TO THE LEFT.  CONTINUE SOUTH ALONG STATE
 CM2232'ROUTE 103 FOR 2.65 MILES TO LICK SKILLET ROAD (COUNTY ROAD 91629)
 CM2232'REVERSE FORKING TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ON
 CM2232'LICK SKILLET ROAD FOR 1.35 MILES TO THE AZIMUTH MARK ON THE
 CM2232'LEFT.  CONTINUE NORTH ALONG LICK SKILLET ROAD FOR 0.2 MILE TO
 CM2232'THE JUNCTION OF HAMILTON DRIVE (COUNTY ROAD 56) TO THE LEFT.
 CM2232'TURN LEFT, GOING WEST TO SOUTH ALONG HAMILTON DRIVE FOR 0.5 MILE
 CM2232'TO A GATE AND THE STATION ON THE LEFT.
 CM2232'
 CM2232'THE STATION IS A STANDARD BRASS DISK STAMPED 072-213, SET IN THE
 CM2232'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2232'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2232'STAMPED 072-213, SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 CM2232'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 37.5 FEET
 CM2232'SOUTHEAST OF THE MIDDLE OF THE GATE, 30 FEET SOUTH OF A 20 INCH
 CM2232'OAK TREE, 49.9 FEET NORTHWEST OF A POWER POLE, 23.2 FEET NORTHEAST
 CM2232'OF A 20 INCH ELM TREE, AND 14.4 FEET NORTHEAST OF A WITNESS
 CM2232'POST.
 CM2232'
 CM2232'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-213 AZMK, SET IN
 CM2232'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2232'SURFACE OF THE GROUND.  IT IS LOCATED 41.0 FEET WEST OF THE
 CM2232'CENTERLINE OF THE ROAD, 4.8 FEET WEST OF A WITNESS POST SET IN
 CM2232'A FENCELINE RUNNING PARALLEL WITH THE ROAD, 12.3 FEET SOUTH
 CM2232'OF THE JUNCTION OF THE FENCELINE AND A FENCELINE RUNNING
 CM2232'WESTERLY, 12.6 FEET NORTHWEST OF A BURIED TELEPHONE CABLE
 CM2232'MARKER, AND 86 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2228 ***********************************************************************
 CM2228  DESIGNATION -  BV 072 214
 CM2228  PID         -  CM2228
 CM2228  STATE/COUNTY-  GA/HARRIS
 CM2228  USGS QUAD   -  BARTLETTS FERRY DAM (1983)
 CM2228
 CM2228                         *CURRENT SURVEY CONTROL
 CM2228  ___________________________________________________________________
 CM2228* NAD 83(1994)-  32 37 56.52440(N)    085 02 50.15997(W)     ADJUSTED  
 CM2228* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 CM2228  ___________________________________________________________________
 CM2228  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CM2228  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CM2228
 CM2228  HORZ ORDER  -  SECOND
 CM2228
 CM2228.The horizontal coordinates were established by classical geodetic methods
 CM2228.and adjusted by the National Geodetic Survey in September 1997..
 CM2228
 CM2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2228
 CM2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2228
 CM2228.The geoid height was determined by GEOID03.
 CM2228
 CM2228;                    North         East     Units Scale Factor Converg.
 CM2228;SPC GA W     -   292,177.039   617,372.397   MT  0.99998416   -0 28 29.6
 CM2228;SPC GA W     -   958,584.17  2,025,495.94   sFT  0.99998416   -0 28 29.6
 CM2228;UTM  16      - 3,612,216.124   683,183.919   MT  1.00001379   +1 03 11.9
 CM2228
 CM2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2228!SPC GA W     -   0.99997616  x   0.99998416  =   0.99996032
 CM2228!UTM  16      -   0.99997616  x   1.00001379  =   0.99998995
 CM2228
 CM2228:                Primary Azimuth Mark                     Grid Az
 CM2228:SPC GA W     -  BV 072 214 AZ MK                         195 40 38.4
 CM2228:UTM  16      -  BV 072 214 AZ MK                         194 08 56.9
 CM2228
 CM2228|---------------------------------------------------------------------|
 CM2228| PID    Reference Object                     Distance      Geod. Az  |
 CM2228|                                                           dddmmss.s |
 CM2228| CY8433 BV 072 214 AZ MK                                   1951208.8 |
 CM2228| CM2229 BV 072 214 GADT 1974 PTA             27.718 METERS 23211     |
 CM2228|---------------------------------------------------------------------|
 CM2228
 CM2228                          SUPERSEDED SURVEY CONTROL
 CM2228
 CM2228  NAD 83(1994)-  32 37 56.52616(N)    085 02 50.15938(W) AD(       ) 2
 CM2228  NAD 83(1986)-  32 37 56.52984(N)    085 02 50.15877(W) AD(       ) 2
 CM2228  NAD 27      -  32 37 56.04803(N)    085 02 50.39335(W) AD(       ) 2
 CM2228  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 CM2228
 CM2228.Superseded values are not recommended for survey control.
 CM2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2228.See file dsdata.txt to determine how the superseded data were derived.
 CM2228
 CM2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8318412216(NAD 83)
 CM2228_MARKER: DD = SURVEY DISK
 CM2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2228
 CM2228  HISTORY     - Date     Condition        Report By
 CM2228  HISTORY     - 1974     MONUMENTED       GADT
 CM2228
 CM2228                          STATION DESCRIPTION
 CM2228
 CM2228'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2228'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHWEST OF
 CM2228'MULBERRY GROVE, 10-1/2 MILES WEST OF CATAULA, AND 13 MILES
 CM2228'SOUTHWEST OF HAMILTON ON COUNTY RIGHT OF WAY.
 CM2228'
 CM2228'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 103, 219,
 CM2228'AND 116, LOCATED ABOUT 8-1/2 MILES WEST OF HAMILTON, GO SOUTH ALONG
 CM2228'STATE ROUTE 103 FOR 8.10 MILES TO MULBERRY CREEK BRIDGE.  CONTINUE
 CM2228'TRAVELING SOUTH FOR 1.1 MILES TO THE JUNCTION OF OLD RIVER ROAD
 CM2228'(COUNTY ROAD 122) ON THE RIGHT.  TURN RIGHT, TRAVELING WEST ON
 CM2228'OLD RIVER ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CM2228'
 CM2228'THE STATION IS A STANDARD BRASS DISK STAMPED 072-214, SET IN
 CM2228'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2228'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM2228'DISK STAMPED 072-214, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2228'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2228'LOCATED 40.3 FEET EAST OF THE CENTERLINE OF OLD RIVER ROAD, 10.5
 CM2228'FEET WEST OF A FENCELINE AND WITNESS POST, 11.8 FEET NORTHWEST
 CM2228'OF A RIGHT OF WAY MARKER, 17.5 FEET SOUTHWEST OF A 16 INCH
 CM2228'PINE TREE, AND 53.7 FEET SOUTHEAST OF THE POINT OF
 CM2228'INTERSECTION OF THE CENTERLINES OF OLD RIVER ROAD AND TERRY LANE
 CM2228'(COUNTY ROAD 131).
 CM2228'
 CM2228'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL SOUTH-SOUTHWEST
 CM2228'ON OLD RIVER ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS A
 CM2228'STANDARD DISK STAMPED 072-214 AZMK, SET IN THE TOP OF A 10 INCH
 CM2228'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM2228'IT IS LOCATED 45.5 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD.
 CM2228'3.5 FEET WEST OF A WITNESS POST AND A FENCELINE, 26.0 FEET
 CM2228'NORTHWEST OF A GATE POST ON THE NORTH SIDE OF A DRIVEWAY GOING
 CM2228'EAST, AND 56.0 FEET NORTHWEST OF THE POINT OF INTERSECTION OF
 CM2228'THE CENTERLINES OF OLD RIVER ROAD AND THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2230 ***********************************************************************
 CM2230  DESIGNATION -  BV 072 215
 CM2230  PID         -  CM2230
 CM2230  STATE/COUNTY-  GA/HARRIS
 CM2230  USGS QUAD   -  BARTLETTS FERRY DAM (1983)
 CM2230
 CM2230                         *CURRENT SURVEY CONTROL
 CM2230  ___________________________________________________________________
 CM2230* NAD 83(1994)-  32 39 15.55420(N)    085 00 04.52925(W)     ADJUSTED  
 CM2230* NAVD 88     -       200.1    (meters)     656.     (feet)  VERTCON   
 CM2230  ___________________________________________________________________
 CM2230  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 CM2230  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CM2230
 CM2230  HORZ ORDER  -  SECOND
 CM2230
 CM2230.The horizontal coordinates were established by classical geodetic methods
 CM2230.and adjusted by the National Geodetic Survey in September 1997..
 CM2230
 CM2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2230
 CM2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2230
 CM2230.The geoid height was determined by GEOID03.
 CM2230
 CM2230;                    North         East     Units Scale Factor Converg.
 CM2230;SPC GA W     -   294,576.573   621,708.686   MT  0.99997556   -0 27 01.2
 CM2230;SPC GA W     -   966,456.64  2,039,722.58   sFT  0.99997556   -0 27 01.2
 CM2230;UTM  16      - 3,614,730.592   687,454.839   MT  1.00003331   +1 04 43.6
 CM2230
 CM2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2230!SPC GA W     -   0.99997299  x   0.99997556  =   0.99994855
 CM2230!UTM  16      -   0.99997299  x   1.00003331  =   1.00000630
 CM2230
 CM2230:                Primary Azimuth Mark                     Grid Az
 CM2230:SPC GA W     -  BV 072 215 AZ MK                         055 44 29.2
 CM2230:UTM  16      -  BV 072 215 AZ MK                         054 12 44.4
 CM2230
 CM2230|---------------------------------------------------------------------|
 CM2230| PID    Reference Object                     Distance      Geod. Az  |
 CM2230|                                                           dddmmss.s |
 CM2230| CY8434 BV 072 215 AZ MK                                   0551728.0 |
 CM2230|---------------------------------------------------------------------|
 CM2230
 CM2230                          SUPERSEDED SURVEY CONTROL
 CM2230
 CM2230  NAD 83(1994)-  32 39 15.55609(N)    085 00 04.52843(W) AD(       ) 2
 CM2230  NAD 83(1986)-  32 39 15.55954(N)    085 00 04.52786(W) AD(       ) 2
 CM2230  NAD 27      -  32 39 15.07428(N)    085 00 04.76642(W) AD(       ) 2
 CM2230  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG       
 CM2230
 CM2230.Superseded values are not recommended for survey control.
 CM2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2230.See file dsdata.txt to determine how the superseded data were derived.
 CM2230
 CM2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8745514731(NAD 83)
 CM2230_MARKER: DD = SURVEY DISK
 CM2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2230+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 CM2230
 CM2230  HISTORY     - Date     Condition        Report By
 CM2230  HISTORY     - 1974     MONUMENTED       GADT
 CM2230  HISTORY     - 20020507 GOOD             GADT
 CM2230
 CM2230                          STATION DESCRIPTION
 CM2230
 CM2230'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2230'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF MULBERRY
 CM2230'GROVE, 10-1/4 MILES SOUTHWEST OF HAMILTON, AND 11-1/2 MILES SOUTH
 CM2230'OF WHITESVILLE ON THE PROPERTY OF JERRY STINSON.
 CM2230'
 CM2230'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 103, 116,
 CM2230'AND 219, LOCATED ABOUT 8-1/2 MILES WEST OF HAMILTON, GO SOUTH ON
 CM2230'STATE ROUTE 103 FOR 3.55 MILES TO MTN. HILL ROAD (COUNTY ROAD
 CM2230'91499) ON THE LEFT.  TURN LEFT, TRAVELING SOUTHEAST ALONG MTN. HILL
 CM2230'ROAD FOR 1.6 MILES TO THE MULBERRY CREEK BRIDGE.  CONTINUE 0.05
 CM2230'MILE TO THE JUNCTION OF HULLINS ROAD ON THE RIGHT.  TURN
 CM2230'RIGHT, TRAVELING SOUTH ON HULLINS ROAD FOR 2.25 MILES TO
 CM2230'ITS TERMINATION AT STATE ROUTE 315 CROSSING.  TURN LEFT ON STATE
 CM2230'ROUTE 315, TRAVELING EAST FOR 0.45 MILE TO A GATE ON THE LEFT.
 CM2230'ENTER THE GATE, TAKING A SHARP RIGHT TURN AND FOLLOW THE
 CM2230'FENCELINE IN A NORTHEASTERLY DIRECTION TO A POWER POLE AND
 CM2230'THE STATION.
 CM2230'
 CM2230'THE STATION IS A STANDARD BRASS DISK STAMPED 072-215, SET IN THE
 CM2230'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2230'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2230'072-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2230'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 5.7 FEET
 CM2230'NORTH-NORTHWEST OF THE POWER POLE AND A WITNESS POST, 34.5 FEET
 CM2230'NORTH OF THE FENCELINE, 86 FEET NORTH OF THE CENTERLINE OF THE
 CM2230'HIGHWAY, 48 FEET NORTHEAST OF A 14 INCH PINE TREE ON THE
 CM2230'FENCELINE, 172 FEET SOUTH-SOUTHEAST OF ANOTHER 14 INCH PINE TREE,
 CM2230'AND 144 FEET SOUTHWEST OF ANOTHER 14 INCH PINE TREE.
 CM2230'
 CM2230'TO REACH THE AZIMUTH MARK FROM THE GATE AT STATE ROUTE 315, GO
 CM2230'EAST ON STATE ROUTE 315 FOR 0.5 MILE TO A DIRT ROAD ON THE
 CM2230'LEFT.  CONTINUE EAST ON STATE ROUTE 315 FOR 0.25 MILE TO THE
 CM2230'AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 072-215
 CM2230'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM2230'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 47.5 FEET
 CM2230'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 315, 44.8 FEET EAST OF
 CM2230'A 12 INCH PINE TREE, 3.2 FEET SOUTH OF A FENCE AND A WITNESS
 CM2230'POST, AND 12 FEET SOUTHWEST OF A 10 INCH PINE TREE.
 CM2230
 CM2230                          STATION RECOVERY (2002)
 CM2230
 CM2230'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 CM2230'FOUND ABOUT 4 FEET NORTH OF POWER POLE AND 3 INCHES UNDER SOD. LOCATED
 CM2230'IN AN OPEN PASTURE. ABOUT 30 FEET NORTH OF STATE ROUTE 315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2115 ***********************************************************************
 CM2115  DESIGNATION -  BV 072 216
 CM2115  PID         -  CM2115
 CM2115  STATE/COUNTY-  GA/HARRIS
 CM2115  USGS QUAD   -  MULBERRY GROVE (1985)
 CM2115
 CM2115                         *CURRENT SURVEY CONTROL
 CM2115  ___________________________________________________________________
 CM2115* NAD 83(1994)-  32 42 28.42236(N)    084 57 48.09646(W)     ADJUSTED  
 CM2115* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 CM2115  ___________________________________________________________________
 CM2115  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 CM2115  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CM2115
 CM2115  HORZ ORDER  -  SECOND
 CM2115
 CM2115.The horizontal coordinates were established by classical geodetic methods
 CM2115.and adjusted by the National Geodetic Survey in September 1997..
 CM2115
 CM2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2115
 CM2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2115
 CM2115.The geoid height was determined by GEOID03.
 CM2115
 CM2115;                    North         East     Units Scale Factor Converg.
 CM2115;SPC GA W     -   300,490.256   625,308.527   MT  0.99996877   -0 25 49.9
 CM2115;SPC GA W     -   985,858.45  2,051,533.06   sFT  0.99996877   -0 25 49.9
 CM2115;UTM  16      - 3,620,738.714   690,895.712   MT  1.00004936   +1 06 03.0
 CM2115
 CM2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2115!SPC GA W     -   0.99997601  x   0.99996877  =   0.99994478
 CM2115!UTM  16      -   0.99997601  x   1.00004936  =   1.00002536
 CM2115
 CM2115|---------------------------------------------------------------------|
 CM2115| PID    Reference Object                     Distance      Geod. Az  |
 CM2115|                                                           dddmmss.s |
 CM2115| CM2116 BV 072 216 GADT 1974 PTA             23.389 METERS 09210     |
 CM2115| CY8435 BV 072 216 AZ MK                                   2484656.2 |
 CM2115|---------------------------------------------------------------------|
 CM2115
 CM2115                          SUPERSEDED SURVEY CONTROL
 CM2115
 CM2115  NAD 83(1994)-  32 42 28.42469(N)    084 57 48.09626(W) AD(       ) 2
 CM2115  NAD 83(1986)-  32 42 28.42766(N)    084 57 48.09507(W) AD(       ) 2
 CM2115  NAD 27      -  32 42 27.94905(N)    084 57 48.33554(W) AD(       ) 2
 CM2115  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 CM2115
 CM2115.Superseded values are not recommended for survey control.
 CM2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2115.See file dsdata.txt to determine how the superseded data were derived.
 CM2115
 CM2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9089620739(NAD 83)
 CM2115_MARKER: DD = SURVEY DISK
 CM2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2115
 CM2115  HISTORY     - Date     Condition        Report By
 CM2115  HISTORY     - 1974     MONUMENTED       GADT
 CM2115
 CM2115                          STATION DESCRIPTION
 CM2115
 CM2115'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2115'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHWEST OF
 CM2115'HAMILTON, 8-1/2 MILES SOUTH OF WHITESVILLE, AND 11-1/4 MILES
 CM2115'SOUTHWEST OF PINE MOUNTAIN ON THE PROPERTY OF THE GEORGIA POWER
 CM2115'COMPANY.
 CM2115'
 CM2115'TO REACH THE STATION FROM THE TOWN SQUARE IN HAMILTON, TRAVEL IN A
 CM2115'SOUTHWESTERLY DIRECTION ON STATE ROUTE 116 FOR 1.6 MILES TO MT. HILL
 CM2115'SCHOOL ROAD (COUNTY ROAD 92651) ON THE LEFT.  TURN LEFT, TRAVELING
 CM2115'IN A SOUTHERLY DIRECTION FOR 3.95 MILES TO THE JUNCTION OF
 CM2115'GRANTHAM DRIVE TO THE RIGHT.  CONTINUE SOUTHWESTERLY ALONG MT.
 CM2115'HILL SCHOOL ROAD FOR 1.25 MILES TO A WOODS ROAD TO THE LEFT.
 CM2115'TURN LEFT, TRAVELING ON THE WOODS ROAD FOR 0.35 MILE TO A
 CM2115'POWER LINE.  TURN LEFT, TRAVELING NORTH ON THE POWER LINE FOR
 CM2115'FOR 0.05 MILE TO THE STATION.
 CM2115'
 CM2115'THE STATION IS A STANDARD BRASS DISK STAMPED 072-216, SET IN THE
 CM2115'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2115'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2115'072-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2115'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 4 FEET
 CM2115'WEST OF A WITNESS POST, 12.9 FEET SOUTH OF THE SOUTHEAST LEG OF
 CM2115'A POWER LINE TOWER, 19.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF
 CM2115'THE TOWER.
 CM2115'
 CM2115'TO REACH THE AZIMUTH MARK FROM THE WOODS ROAD AND MT. HILL
 CM2115'SCHOOL ROAD, TRAVEL WESTERLY FOR 0.65 MILE TO A FIELD ROAD
 CM2115'THAT RUNS PARALLEL TO THE PLANTATION OIL PIPELINE ON THE LEFT.
 CM2115'TURN LEFT, TRAVELING SOUTH ON THE WOODS ROAD FOR 0.55 MILE TO THE
 CM2115'POWER LINE.  TURN RIGHT ON THE POWER LINE, TRAVELING SOUTHWEST
 CM2115'FOR 0.25 MILE TO THE MARK ON THE LEFT OF A POWER LINE TOWER.
 CM2115'THE MARK IS A STANDARD DISK STAMPED 072-216, SET IN THE TOP OF
 CM2115'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2115'OF THE GROUND.  IT IS LOCATED 13.1 FEET SOUTHEAST OF THE SOUTHWEST
 CM2115'LEG OF THE TOWER, 9.0 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE
 CM2115'TOWER, AND 4.8 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2117 ***********************************************************************
 CM2117  DESIGNATION -  BV 072 217
 CM2117  PID         -  CM2117
 CM2117  STATE/COUNTY-  GA/HARRIS
 CM2117  USGS QUAD   -  MULBERRY GROVE (1985)
 CM2117
 CM2117                         *CURRENT SURVEY CONTROL
 CM2117  ___________________________________________________________________
 CM2117* NAD 83(1994)-  32 42 28.09295(N)    084 53 06.49429(W)     ADJUSTED  
 CM2117* NAVD 88     -       210.2    (meters)     690.     (feet)  VERTCON   
 CM2117  ___________________________________________________________________
 CM2117  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 CM2117  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CM2117
 CM2117  HORZ ORDER  -  SECOND
 CM2117
 CM2117.The horizontal coordinates were established by classical geodetic methods
 CM2117.and adjusted by the National Geodetic Survey in September 1997..
 CM2117
 CM2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2117
 CM2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2117
 CM2117.The geoid height was determined by GEOID03.
 CM2117
 CM2117;                    North         East     Units Scale Factor Converg.
 CM2117;SPC GA W     -   300,427.709   632,642.161   MT  0.99995593   -0 23 17.7
 CM2117;SPC GA W     -   985,653.24  2,075,593.49   sFT  0.99995593   -0 23 17.7
 CM2117;UTM  16      - 3,620,872.190   698,229.166   MT  1.00008455   +1 08 35.3
 CM2117
 CM2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2117!SPC GA W     -   0.99997139  x   0.99995593  =   0.99992732
 CM2117!UTM  16      -   0.99997139  x   1.00008455  =   1.00005594
 CM2117
 CM2117:                Primary Azimuth Mark                     Grid Az
 CM2117:SPC GA W     -  BV 072 217 AZ MK                         358 55 05.0
 CM2117:UTM  16      -  BV 072 217 AZ MK                         357 23 12.0
 CM2117
 CM2117|---------------------------------------------------------------------|
 CM2117| PID    Reference Object                     Distance      Geod. Az  |
 CM2117|                                                           dddmmss.s |
 CM2117| CY8436 BV 072 217 AZ MK                                   3583147.3 |
 CM2117|---------------------------------------------------------------------|
 CM2117
 CM2117                          SUPERSEDED SURVEY CONTROL
 CM2117
 CM2117  NAD 83(1994)-  32 42 28.09591(N)    084 53 06.49390(W) AD(       ) 2
 CM2117  NAD 83(1986)-  32 42 28.09829(N)    084 53 06.49298(W) AD(       ) 2
 CM2117  NAD 27      -  32 42 27.61565(N)    084 53 06.74195(W) AD(       ) 2
 CM2117  NGVD 29 (07/19/86)  210.2    (m)          690.     (f) VERT ANG       
 CM2117
 CM2117.Superseded values are not recommended for survey control.
 CM2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2117.See file dsdata.txt to determine how the superseded data were derived.
 CM2117
 CM2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9822920872(NAD 83)
 CM2117_MARKER: DD = SURVEY DISK
 CM2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM2117+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 CM2117
 CM2117  HISTORY     - Date     Condition        Report By
 CM2117  HISTORY     - 1973     MONUMENTED       GADT
 CM2117  HISTORY     - 20030422 GOOD             GEOCAC
 CM2117  HISTORY     - 20030422 GOOD             INDIV
 CM2117
 CM2117                          STATION DESCRIPTION
 CM2117
 CM2117'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2117'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF HAMILTON,
 CM2117'9 MILES NORTHWEST OF WAVERLY HALL, AND 4 MILES NORTH OF CATAULA
 CM2117'ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM2117'
 CM2117'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, TRAVEL
 CM2117'SOUTH ON U.S. HIGHWAY 27 FOR 0.10 MILE TO THE JUNCTION OF STATE
 CM2117'ROUTE 116 ON THE RIGHT.  CONTINUE TRAVELING SOUTH FOR 1.45 MILES
 CM2117'TO A GEORGIA POWER TRANSMISSION LINE CROSSING.  CONTINUE TRAVELING
 CM2117'SOUTH ON U.S. HIGHWAY 27 FOR 1.1 MILES TO THE JUNCTION OF HUDSON
 CM2117'MILL ROAD (COUNTY ROAD 97) ON THE RIGHT.  TURN RIGHT, TRAVELING
 CM2117'WEST ON HUDSON MILL ROAD FOR 0.3 MILE TO A CENTRAL OF GEORGIA
 CM2117'RAILWAY CROSSING.  CONTINUE ON HUDSON MILL ROAD IN A WESTERLY
 CM2117'DIRECTION FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 99 ON
 CM2117'THE LEFT.  CONTINUE TRAVELING IN A SOUTHERLY DIRECTION FOR
 CM2117'0.15 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT ON THE
 CM2117'WOODS ROAD, TRAVELING EASTERLY FOR 0.3 MILE TO THE JUNCTION
 CM2117'OF A DIM WOODS ROAD ON THE LEFT.  TURN LEFT, TRAVELING
 CM2117'NORTHERLY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CM2117'
 CM2117'THE STATION IS A STANDARD BRASS DISK STAMPED 072-217, SET IN THE
 CM2117'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2117'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK
 CM2117'STAMPED 072-217, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2117'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2117'LOCATED 3 FEET NORTH OF A WITNESS POST, 90 FEET SOUTHWEST OF A
 CM2117'15 INCH TWIN OAK, AND 102 FEET EAST OF A 10 INCH OAK.
 CM2117'
 CM2117'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 97 AND
 CM2117'THE WOODS ROAD, TRAVEL WESTERLY ON COUNTY ROAD 97 FOR 0.1 MILE TO
 CM2117'THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 072-217, SET
 CM2117'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2117'SURFACE OF THE GROUND.  IT IS LOCATED 25.5 FEET EAST OF THE
 CM2117'CENTERLINE OF THE COUNTY ROAD, 4.2 FEET EAST OF A WITNESS POST,
 CM2117'55.0 FEET SOUTH OF A POWER POLE, AND 29 FEET NORTH OF A 20 INCH OAK
 CM2117'TREE.
 CM2117
 CM2117                          STATION RECOVERY (2003)
 CM2117
 CM2117'RECOVERY NOTE BY GEOCACHING 2003 (MRK)
 CM2117'MARKER IN GOOD SHAPE - DESCRIPTION ACCURATE EXCEPTING OAK TREES
 CM2117'LISTED.  MARKER NOW IN LARGE STAND OF PLANTED PINES. WITNESS POST IN
 CM2117'GOOD CONDITION.
 CM2117
 CM2117                          STATION RECOVERY (2003)
 CM2117
 CM2117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRK)
 CM2117'OAKS MENTIONED IN DESCRIPTION NO LONGER PRESENT - MARK LOCATED IN
 CM2117'LARGE STAND OF PLANTED PINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2147 ***********************************************************************
 CM2147  DESIGNATION -  BV 072 218
 CM2147  PID         -  CM2147
 CM2147  STATE/COUNTY-  GA/HARRIS
 CM2147  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM2147
 CM2147                         *CURRENT SURVEY CONTROL
 CM2147  ___________________________________________________________________
 CM2147* NAD 83(1994)-  32 46 20.20489(N)    084 50 59.60977(W)     ADJUSTED  
 CM2147* NAVD 88     -       239.7    (meters)     786.     (feet)  VERTCON   
 CM2147  ___________________________________________________________________
 CM2147  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CM2147  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CM2147
 CM2147  HORZ ORDER  -  SECOND
 CM2147
 CM2147.The horizontal coordinates were established by classical geodetic methods
 CM2147.and adjusted by the National Geodetic Survey in September 1997..
 CM2147
 CM2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2147
 CM2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2147
 CM2147.The geoid height was determined by GEOID03.
 CM2147
 CM2147;                    North         East     Units Scale Factor Converg.
 CM2147;SPC GA W     -   307,555.691   635,992.685   MT  0.99995050   -0 22 11.4
 CM2147;SPC GA W     - 1,009,038.96  2,086,586.00   sFT  0.99995050   -0 22 11.4
 CM2147;UTM  16      - 3,628,088.247   701,388.270   MT  1.00010012   +1 09 51.3
 CM2147
 CM2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2147!SPC GA W     -   0.99996677  x   0.99995050  =   0.99991727
 CM2147!UTM  16      -   0.99996677  x   1.00010012  =   1.00006689
 CM2147
 CM2147:                Primary Azimuth Mark                     Grid Az
 CM2147:SPC GA W     -  BV 072 218 AZ MK                         231 50 20.4
 CM2147:UTM  16      -  BV 072 218 AZ MK                         230 18 17.7
 CM2147
 CM2147|---------------------------------------------------------------------|
 CM2147| PID    Reference Object                     Distance      Geod. Az  |
 CM2147|                                                           dddmmss.s |
 CM2147| CY8437 BV 072 218 AZ MK                                   2312809.0 |
 CM2147| CM2148 HAMILTON MUN TANK                   APPROX. 2.9 KM 2424738.5 |
 CM2147|---------------------------------------------------------------------|
 CM2147
 CM2147                          SUPERSEDED SURVEY CONTROL
 CM2147
 CM2147  NAD 83(1994)-  32 46 20.20811(N)    084 50 59.60986(W) AD(       ) 2
 CM2147  NAD 83(1986)-  32 46 20.21019(N)    084 50 59.60850(W) AD(       ) 2
 CM2147  NAD 27      -  32 46 19.73235(N)    084 50 59.85829(W) AD(       ) 2
 CM2147  NGVD 29 (07/19/86)  239.7    (m)          786.     (f) VERT ANG       
 CM2147
 CM2147.Superseded values are not recommended for survey control.
 CM2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2147.See file dsdata.txt to determine how the superseded data were derived.
 CM2147
 CM2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0138828088(NAD 83)
 CM2147_MARKER: DD = SURVEY DISK
 CM2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2147
 CM2147  HISTORY     - Date     Condition        Report By
 CM2147  HISTORY     - 1974     MONUMENTED       GADT
 CM2147
 CM2147                          STATION DESCRIPTION
 CM2147
 CM2147'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2147'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHEAST OF
 CM2147'HAMILTON, 6-1/2 MILES SOUTH OF PINE MOUNTAIN, AND 9-1/2 MILES
 CM2147'SOUTHWEST OF SHILOH ON THE PROPERTY OF J.C. SHUMATE.
 CM2147'
 CM2147'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, TRAVEL
 CM2147'NORTH ON U.S. HIGHWAY 27 FOR 0.1 MILE TO THE JUNCTION OF STATE
 CM2147'ROUTE 116 ON THE RIGHT.  TURN RIGHT, TRAVELING NORTHEAST ON STATE
 CM2147'ROUTE 116 FOR 0.95 MILE TO A METAL GATE ON THE RIGHT LOCATED ON
 CM2147'THE SOUTHWEST SIDE OF A GRAVEL STOCKPILE ACROSS THE HIGHWAY FROM
 CM2147'A STATE MAINTENANCE BARN.  CONTINUE NORTHERLY ALONG STATE ROUTE
 CM2147'116 FOR 0.5 MILE TO THE JUNCTION OF O ROAD (COUNTY ROAD 248) TO
 CM2147'THE LEFT.  CONTINUE TRAVELING NORTHEAST ON STATE ROUTE 116 FOR
 CM2147'0.3 MILE TO THE JUNCTION OF A DRIVEWAY TO THE RIGHT BETWEEN
 CM2147'TWO HOUSES.  TURN RIGHT, GOING BETWEEN THE HOUSES ALONG THE
 CM2147'DRIVEWAY SOUTHEAST FOR 0.05 MILE TO A GATE.  ENTER THE GATE,
 CM2147'FOLLOWING THE ROAD FOR 0.1 MILE SOUTHWESTERLY BETWEEN TWO BARNS,
 CM2147'THROUGH ANOTHER GATE, AND ACROSS A FIELD TO THE SOUTHEAST CORNER
 CM2147'OF THE FIELD AND THE STATION.
 CM2147'
 CM2147'THE STATION IS A STANDARD BRASS DISK STAMPED 072-218, SET IN THE
 CM2147'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2147'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2147'072-218, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2147'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 200 FEET
 CM2147'NORTH OF THE SOUTHEAST CORNER OF THE FIELD, 6 FEET WEST OF A
 CM2147'WITNESS POST SET ON A FENCELINE, 140 FEET EAST OF A TWIN 15
 CM2147'INCH MIMOSA TREE, AND 114 FEET SOUTH OF A 15 INCH SASSAFRAS
 CM2147'TREE.
 CM2147'
 CM2147'TO REACH THE AZIMUTH MARK FROM THE GATE NEAR THE STATE MAINTENANCE
 CM2147'BARN, FOLLOW THE DRIVEWAY SOUTHEAST FOR 0.1 MILE TO A SHED ON
 CM2147'THE LEFT AND THE MARK.
 CM2147'
 CM2147'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-218 AZMK, SET
 CM2147'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2147'SURFACE OF THE GROUND.  IT IS LOCATED BETWEEN THE SHED AND THE
 CM2147'GRAVEL PILE, 3 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE SHED,
 CM2147'11.5 FEET SOUTHWEST OF THE NORTH CORNER OF THE SHED, 28.2 FEET
 CM2147'NORTHEAST OF THE WEST CORNER OF THE SHED, 184 FEET EAST OF THE
 CM2147'SOUTH CORNER OF A FENCE AROUND THE GRAVEL STOCK PILE, AND 239
 CM2147'FEET SOUTH OF THE EAST CORNER OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2142 ***********************************************************************
 CM2142  DESIGNATION -  BV 072 219
 CM2142  PID         -  CM2142
 CM2142  STATE/COUNTY-  GA/HARRIS
 CM2142  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM2142
 CM2142                         *CURRENT SURVEY CONTROL
 CM2142  ___________________________________________________________________
 CM2142* NAD 83(1994)-  32 48 05.85582(N)    084 47 41.31547(W)     ADJUSTED  
 CM2142* NAVD 88     -       258.8    (meters)     849.     (feet)  VERTCON   
 CM2142  ___________________________________________________________________
 CM2142  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CM2142  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CM2142
 CM2142  HORZ ORDER  -  SECOND
 CM2142
 CM2142.The horizontal coordinates were established by classical geodetic methods
 CM2142.and adjusted by the National Geodetic Survey in September 1997..
 CM2142
 CM2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2142
 CM2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2142
 CM2142.The geoid height was determined by GEOID03.
 CM2142
 CM2142;                    North         East     Units Scale Factor Converg.
 CM2142;SPC GA W     -   310,778.135   641,172.381   MT  0.99994266   -0 20 25.1
 CM2142;SPC GA W     - 1,019,611.26  2,103,579.72   sFT  0.99994266   -0 20 25.1
 CM2142;UTM  16      - 3,631,448.819   706,480.649   MT  1.00012573   +1 11 42.2
 CM2142
 CM2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2142!SPC GA W     -   0.99996377  x   0.99994266  =   0.99990643
 CM2142!UTM  16      -   0.99996377  x   1.00012573  =   1.00008949
 CM2142
 CM2142:                Primary Azimuth Mark                     Grid Az
 CM2142:SPC GA W     -  PINE MTN VALLEY CAGLES TANK              263 49 30.8
 CM2142:UTM  16      -  PINE MTN VALLEY CAGLES TANK              262 17 23.5
 CM2142
 CM2142|---------------------------------------------------------------------|
 CM2142| PID    Reference Object                     Distance      Geod. Az  |
 CM2142|                                                           dddmmss.s |
 CM2142| CM2141 PINE MTN VALLEY CAGLES TANK         APPROX. 2.0 KM 2632905.7 |
 CM2142| CM2140 PINE MTN VALLEY MUN TANK            APPROX. 2.1 KM 2634942.7 |
 CM2142| CY8438 BV 072 219 AZ MK                                   2880651.1 |
 CM2142|---------------------------------------------------------------------|
 CM2142
 CM2142                          SUPERSEDED SURVEY CONTROL
 CM2142
 CM2142  NAD 83(1994)-  32 48 05.85943(N)    084 47 41.31573(W) AD(       ) 2
 CM2142  NAD 83(1986)-  32 48 05.86116(N)    084 47 41.31424(W) AD(       ) 2
 CM2142  NAD 27      -  32 48 05.38491(N)    084 47 41.56880(W) AD(       ) 2
 CM2142  NGVD 29 (07/19/86)  258.8    (m)          849.     (f) VERT ANG       
 CM2142
 CM2142.Superseded values are not recommended for survey control.
 CM2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2142.See file dsdata.txt to determine how the superseded data were derived.
 CM2142
 CM2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0648131449(NAD 83)
 CM2142_MARKER: DD = SURVEY DISK
 CM2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2142
 CM2142  HISTORY     - Date     Condition        Report By
 CM2142  HISTORY     - 1974     MONUMENTED       GADT
 CM2142
 CM2142                          STATION DESCRIPTION
 CM2142
 CM2142'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2142'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTHEAST OF
 CM2142'HAMILTON, 5-1/2 MILES SOUTHEAST OF PINE MOUNTAIN, AND 6 MILES
 CM2142'WEST OF SHILOH ON COUNTY RIGHT OF WAY.
 CM2142'
 CM2142'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 354 AND
 CM2142'190, LOCATED ON TOP OF PINE MOUNTAIN RIDGE ABOUT 3 MILES
 CM2142'SOUTHEAST OF PINE MOUNTAIN, GO SOUTHERLY ALONG STATE ROUTE 354
 CM2142'FOR 3.15 MILES TO THE TERMINATION OF STATE ROUTE 354 AT STATE
 CM2142'ROUTE 116 CROSSING.  TURN LEFT, TRAVELING EAST ON STATE ROUTE 116
 CM2142'FOR 2.25 MILES TO THE JUNCTION OF COUNTY ROAD 255 ON THE
 CM2142'LEFT.  TURN LEFT, TRAVELING NORTH ON COUNTY ROAD 255 FOR 0.15
 CM2142'MILES TO THE JUNCTION OF FLOYD ROAD (COUNTY ROAD 256) ON THE
 CM2142'LEFT.  TURN LEFT, TRAVELING NORTHWESTERLY ON FLOYD ROAD FOR
 CM2142'0.35 MILE TO THE STATION ON THE RIGHT.
 CM2142'
 CM2142'THE STATION IS A STANDARD BRASS DISK STAMPED 072-219, SET IN THE
 CM2142'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CM2142'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2142'STAMPED 072-219, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2142'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2142'LOCATED 38.0 FEET NORTHEAST OF THE CENTERLINE OF FLOYD ROAD,
 CM2142'77 FEET NORTH-NORTHEAST OF A POWER POLE, 5 FEET
 CM2142'SOUTHWEST OF A WITNESS POST, 60 FEET SOUTHEAST OF ANOTHER POWER
 CM2142'POLE, AND 133 FEET SOUTHEAST OF A RIGHT OF WAY MARKER.
 CM2142'
 CM2142'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2142'NORTH ON FLOYD ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT
 CM2142'IS A STANDARD DISK STAMPED 072-219 AZMK, SET IN THE TOP OF A
 CM2142'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2142'THE GROUND.  IT IS LOCATED 38.0 FEET NORTH OF THE CENTERLINE OF
 CM2142'FLOYD ROAD, 10.0 FEET NORTH-NORTHEAST OF A RIGHT OF WAY MARKER,
 CM2142'8 FEET NORTHEAST OF A POWER POLE, 95.5 FEET SOUTHWEST OF A
 CM2142'POWER POLE, AND 120 FEET WEST OF ANOTHER RIGHT OF WAY MARKER.
 CM2142'
 CM2142'RIGHT OF WAY MARKERS ARE THE TYPE USED BY THE DEPARTMENT OF
 CM2142'TRANSPORTATION, STATE OF GEORGIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1990 ***********************************************************************
 CM1990  DESIGNATION -  BV 072 220
 CM1990  PID         -  CM1990
 CM1990  STATE/COUNTY-  GA/HARRIS
 CM1990  USGS QUAD   -  SHILOH (1985)
 CM1990
 CM1990                         *CURRENT SURVEY CONTROL
 CM1990  ___________________________________________________________________
 CM1990* NAD 83(1994)-  32 47 49.71117(N)    084 44 07.27631(W)     ADJUSTED  
 CM1990* NAVD 88     -       272.9    (meters)     895.     (feet)  VERTCON   
 CM1990  ___________________________________________________________________
 CM1990  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CM1990  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CM1990
 CM1990  HORZ ORDER  -  SECOND
 CM1990
 CM1990.The horizontal coordinates were established by classical geodetic methods
 CM1990.and adjusted by the National Geodetic Survey in September 1997..
 CM1990
 CM1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1990
 CM1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1990
 CM1990.The geoid height was determined by GEOID03.
 CM1990
 CM1990;                    North         East     Units Scale Factor Converg.
 CM1990;SPC GA W     -   310,249.319   646,737.968   MT  0.99993497   -0 18 29.0
 CM1990;SPC GA W     - 1,017,876.31  2,121,839.48   sFT  0.99993497   -0 18 29.0
 CM1990;UTM  16      - 3,631,069.231   712,059.529   MT  1.00015452   +1 13 37.7
 CM1990
 CM1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1990!SPC GA W     -   0.99996153  x   0.99993497  =   0.99989650
 CM1990!UTM  16      -   0.99996153  x   1.00015452  =   1.00011604
 CM1990
 CM1990:                Primary Azimuth Mark                     Grid Az
 CM1990:SPC GA W     -  BV 072 220 AZ MK                         082 17 06.4
 CM1990:UTM  16      -  BV 072 220 AZ MK                         080 44 59.7
 CM1990
 CM1990|---------------------------------------------------------------------|
 CM1990| PID    Reference Object                     Distance      Geod. Az  |
 CM1990|                                                           dddmmss.s |
 CM1990| CY8439 BV 072 220 AZ MK                                   0815837.4 |
 CM1990|---------------------------------------------------------------------|
 CM1990
 CM1990                          SUPERSEDED SURVEY CONTROL
 CM1990
 CM1990  NAD 83(1994)-  32 47 49.71507(N)    084 44 07.27648(W) AD(       ) 2
 CM1990  NAD 83(1986)-  32 47 49.71660(N)    084 44 07.27504(W) AD(       ) 2
 CM1990  NAD 27      -  32 47 49.23846(N)    084 44 07.53553(W) AD(       ) 2
 CM1990  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG       
 CM1990
 CM1990.Superseded values are not recommended for survey control.
 CM1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1990.See file dsdata.txt to determine how the superseded data were derived.
 CM1990
 CM1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1206031069(NAD 83)
 CM1990_MARKER: DD = SURVEY DISK
 CM1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1990
 CM1990  HISTORY     - Date     Condition        Report By
 CM1990  HISTORY     - 1974     MONUMENTED       GADT
 CM1990
 CM1990                          STATION DESCRIPTION
 CM1990
 CM1990'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1990'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 CM1990'SHILOH, 8-1/2 MILES NORTHEAST OF HAMILTON, AND 8 MILES NORTH OF
 CM1990'WAVERLY HALL ON THE PROPERTY OF W.H. MC DANIEL.
 CM1990'
 CM1990'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85W
 CM1990'AND STATE ROUTE 116, LOCATED IN SHILOH, TRAVEL WEST ON STATE
 CM1990'ROUTE 116 FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM1990'WEST ON STATE ROUTE 116 FOR 0.25 MILE TO THE CROSSING OF MANN
 CM1990'ROAD (COUNTY ROAD 229) ON THE RIGHT AND JOHNSON ROAD (COUNTY
 CM1990'ROAD 229) ON THE LEFT.  CONTINUE TRAVELING WEST ON STATE ROUTE
 CM1990'116 FOR 0.2 MILE TO THE JUNCTION OF A DRIVEWAY ON THE RIGHT.
 CM1990'TURN RIGHT, TRAVELING NORTHERLY ON THE DRIVEWAY FOR APPROXIMATELY
 CM1990'285 FEET TO THE STATION ON THE LEFT.
 CM1990'
 CM1990'THE STATION IS A STANDARD BRASS DISK STAMPED 072-220, SET IN
 CM1990'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1990'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1990'STAMPED 072-220, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1990'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1990'LOCATED 89.5 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 9.0
 CM1990'FEET NORTH OF A WITNESS POST AND THE NORTHERNMOST NORTHEAST
 CM1990'CORNER OF AN OLD HOUSE, 15.8 FEET NORTHEAST OF THE CENTERLINE
 CM1990'OF A CHIMNEY, 51.5 FEET NORTHWEST OF AN OLD WELL, AND 92.5 FEET
 CM1990'SOUTH-SOUTHWEST OF A POWER POLE.
 CM1990'
 CM1990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-220 AZMK, SET
 CM1990'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1990'THE SURFACE OF THE GROUND.  IT IS LOCATED 48.0 FEET NORTH OF
 CM1990'THE CENTERLINE OF STATE ROUTE 116, 13.6 FEET SOUTHWEST OF A 12
 CM1990'INCH PINE TREE, AND 2.0 FEET SOUTH OF A STATE RIGHT OF WAY
 CM1990'MARKER AND A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2144 ***********************************************************************
 CM2144  DESIGNATION -  BV 072 221
 CM2144  PID         -  CM2144
 CM2144  STATE/COUNTY-  GA/HARRIS
 CM2144  USGS QUAD   -  PINE MOUNTAIN (1985)
 CM2144
 CM2144                         *CURRENT SURVEY CONTROL
 CM2144  ___________________________________________________________________
 CM2144* NAD 83(1994)-  32 50 44.51078(N)    084 46 47.60028(W)     ADJUSTED  
 CM2144* NAVD 88     -       404.7    (meters)    1328.     (feet)  VERTCON   
 CM2144  ___________________________________________________________________
 CM2144  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 CM2144  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CM2144
 CM2144  HORZ ORDER  -  SECOND
 CM2144
 CM2144.The horizontal coordinates were established by classical geodetic methods
 CM2144.and adjusted by the National Geodetic Survey in September 1997..
 CM2144
 CM2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2144
 CM2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2144
 CM2144.The geoid height was determined by GEOID03.
 CM2144
 CM2144;                    North         East     Units Scale Factor Converg.
 CM2144;SPC GA W     -   315,657.074   642,598.146   MT  0.99994061   -0 19 57.4
 CM2144;SPC GA W     - 1,035,618.25  2,108,257.42   sFT  0.99994061   -0 19 57.4
 CM2144;UTM  16      - 3,636,365.150   707,775.342   MT  1.00013234   +1 12 16.5
 CM2144
 CM2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2144!SPC GA W     -   0.99994087  x   0.99994061  =   0.99988149
 CM2144!UTM  16      -   0.99994087  x   1.00013234  =   1.00007320
 CM2144
 CM2144:                Primary Azimuth Mark                     Grid Az
 CM2144:SPC GA W     -  BV 072 221 AZ MK                         065 55 24.0
 CM2144:UTM  16      -  BV 072 221 AZ MK                         064 23 10.1
 CM2144
 CM2144|---------------------------------------------------------------------|
 CM2144| PID    Reference Object                     Distance      Geod. Az  |
 CM2144|                                                           dddmmss.s |
 CM2144| CY8440 BV 072 221 AZ MK                                   0653526.6 |
 CM2144| CM2142 BV 072 219                          APPROX. 5.1 KM 1955726.9 |
 CM2144| CM2141 PINE MTN VALLEY CAGLES TANK         APPROX. 6.2 KM 2135027.2 |
 CM2144| CM2140 PINE MTN VALLEY MUN TANK            APPROX. 6.2 KM 2140135.4 |
 CM2144|---------------------------------------------------------------------|
 CM2144
 CM2144                          SUPERSEDED SURVEY CONTROL
 CM2144
 CM2144  NAD 83(1994)-  32 50 44.51449(N)    084 46 47.60082(W) AD(       ) 2
 CM2144  NAD 83(1986)-  32 50 44.51615(N)    084 46 47.59907(W) AD(       ) 2
 CM2144  NAD 27      -  32 50 44.04381(N)    084 46 47.85356(W) AD(       ) 2
 CM2144  NGVD 29 (07/19/86)  404.7    (m)         1328.     (f) VERT ANG       
 CM2144
 CM2144.Superseded values are not recommended for survey control.
 CM2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2144.See file dsdata.txt to determine how the superseded data were derived.
 CM2144
 CM2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0777536365(NAD 83)
 CM2144_MARKER: DD = SURVEY DISK
 CM2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2144
 CM2144  HISTORY     - Date     Condition        Report By
 CM2144  HISTORY     - 1974     MONUMENTED       GADT
 CM2144
 CM2144                          STATION DESCRIPTION
 CM2144
 CM2144'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2144'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 CM2144'PINE MOUNTAIN, 8 MILES NORTHEAST OF HAMILTON, AND 5-1/4 MILES
 CM2144'NORTHWEST OF SHILOH ON TOP OF PINE MOUNTAIN RIDGE IN THE
 CM2144'FRANKLIN D. ROOSEVELT STATE PARK.
 CM2144'
 CM2144'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 190
 CM2144'AND 357, LOCATED ON TOP OF PINE MOUNTAIN RIDGE ABOUT 3 MILES
 CM2144'SOUTHEAST OF PINE MOUNTAIN, GO EAST ALONG STATE ROUTE 190 FOR
 CM2144'2.25 MILES TO A SCENIC OVERLOOK AND THE STATION ON THE RIGHT.
 CM2144'
 CM2144'THE STATION IS A STANDARD BRASS DISK STAMPED 072-221, SET IN
 CM2144'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2144'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM2144'DISK STAMPED 072-221, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2144'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2144'LOCATED 67.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 51.0
 CM2144'FEET SOUTHWEST OF A 15 INCH OAK TREE, 50.0 FEET SOUTHEAST OF A
 CM2144'15 INCH OAK TREE, 17.0 FEET NORTHEAST OF A 12 INCH OAK TREE,
 CM2144'16.5 FEET NORTHWEST OF A 10 INCH OAK TREE, AND 9.5 FEET NORTH
 CM2144'OF A WITNESS POST.
 CM2144'
 CM2144'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2144'EAST ON STATE ROUTE 190 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT
 CM2144'IS A STANDARD DISK STAMPED 072-221 AZMK, SET IN THE TOP OF A 10
 CM2144'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2144'GROUND.  IT IS LOCATED 22.5 FEET SOUTHEAST OF THE CENTERLINE OF
 CM2144'THE ROAD, 3.5 FEET NORTHWEST OF A WITNESS POST, 10.5 FEET
 CM2144'SOUTHWEST OF A 15 INCH OAK TREE, AND 28.0 FEET NORTHEAST OF AN 18
 CM2144'INCH TWIN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2067 ***********************************************************************
 CM2067  DESIGNATION -  BV 072 222
 CM2067  PID         -  CM2067
 CM2067  STATE/COUNTY-  GA/HARRIS
 CM2067  USGS QUAD   -  CATAULA (1985)
 CM2067
 CM2067                         *CURRENT SURVEY CONTROL
 CM2067  ___________________________________________________________________
 CM2067* NAD 83(1994)-  32 43 54.25858(N)    084 45 44.56594(W)     ADJUSTED  
 CM2067* NAVD 88     -       225.     (meters)     738.     (feet)  VERTCON   
 CM2067  ___________________________________________________________________
 CM2067  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CM2067  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CM2067
 CM2067  HORZ ORDER  -  SECOND
 CM2067
 CM2067.The horizontal coordinates were established by classical geodetic methods
 CM2067.and adjusted by the National Geodetic Survey in September 1997..
 CM2067
 CM2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2067
 CM2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2067
 CM2067.The geoid height was determined by GEOID03.
 CM2067
 CM2067;                    North         East     Units Scale Factor Converg.
 CM2067;SPC GA W     -   303,010.547   644,166.029   MT  0.99993843   -0 19 19.6
 CM2067;SPC GA W     -   994,127.10  2,113,401.38   sFT  0.99993843   -0 19 19.6
 CM2067;UTM  16      - 3,623,762.663   709,681.768   MT  1.00014216   +1 12 37.2
 CM2067
 CM2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2067!SPC GA W     -   0.99996903  x   0.99993843  =   0.99990746
 CM2067!UTM  16      -   0.99996903  x   1.00014216  =   1.00011118
 CM2067
 CM2067|---------------------------------------------------------------------|
 CM2067| PID    Reference Object                     Distance      Geod. Az  |
 CM2067|                                                           dddmmss.s |
 CM2067| CM2066 BV 072 222 GADT 1974 PTA             22.254 METERS 27059     |
 CM2067| CM2146 OAK 2                               APPROX. 6.0 KM 3194441.7 |
 CM2067| CY8441 BV 072 222 AZ MK                                   3214524.6 |
 CM2067|---------------------------------------------------------------------|
 CM2067
 CM2067                          SUPERSEDED SURVEY CONTROL
 CM2067
 CM2067  NAD 83(1994)-  32 43 54.26234(N)    084 45 44.56567(W) AD(       ) 2
 CM2067  NAD 83(1986)-  32 43 54.26394(N)    084 45 44.56475(W) AD(       ) 2
 CM2067  NAD 27      -  32 43 53.78004(N)    084 45 44.82491(W) AD(       ) 2
 CM2067  NGVD 29 (07/19/86)  225.     (m)          738.     (f) VERT ANG       
 CM2067
 CM2067.Superseded values are not recommended for survey control.
 CM2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2067.See file dsdata.txt to determine how the superseded data were derived.
 CM2067
 CM2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0968223763(NAD 83)
 CM2067_MARKER: DD = SURVEY DISK
 CM2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2067
 CM2067  HISTORY     - Date     Condition        Report By
 CM2067  HISTORY     - 1974     MONUMENTED       GADT
 CM2067
 CM2067                          STATION DESCRIPTION
 CM2067
 CM2067'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2067'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHWEST OF
 CM2067'WAVERLY HALL, 6-3/4 MILES SOUTHWEST OF SHILOH, AND 6-3/4 MILES
 CM2067'SOUTHEAST OF HAMILTON ON COUNTY RIGHT OF WAY.
 CM2067'
 CM2067'TO REACH THE STATION FROM THE TOWN SQUARE IN HAMILTON, PROCEED
 CM2067'EAST ON MILL STREET TO THE END OF THE CITY LIMITS.  MILL STREET
 CM2067'TERMINATES AND BEGINS HAMILTON ROAD.  CONTINUE EAST ON HAMILTON
 CM2067'ROAD FOR 3.2 MILES TO A POWER TRANSMISSION LINE CROSSING.
 CM2067'CONTINUE SOUTHEAST ON HAMILTON ROAD FOR 2.5 MILES TO ITS
 CM2067'TERMINATION AT JAMERSON MILL ROAD CROSSING AND DOWDELL
 CM2067'MILL ROAD (COUNTY ROAD 205) AHEAD.  CONTINUE EAST ON
 CM2067'DOWDELL MILL ROAD FOR 1.35 MILES TO A PIPE LINE CROSSING.
 CM2067'CONTINUE SOUTHEASTERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON
 CM2067'THE LEFT.  CONTINUE SOUTHEASTERLY FOR 0.05 MILE TO THE
 CM2067'STATION ON THE RIGHT.
 CM2067'
 CM2067'THE STATION IS A STANDARD BRASS DISK STAMPED 072-222, SET IN THE
 CM2067'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2067'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2067'STAMPED 072-222, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2067'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2067'LOCATED 34.5 FEET SOUTHWEST OF THE CENTERLINE OF DOWDELL MILL
 CM2067'ROAD, 76 FEET SOUTHWEST OF A 10 INCH PINE TREE, 8 FEET
 CM2067'SOUTHWEST OF AN EIGHT INCH SWEETGUM TREE, AND 2.3 FEET
 CM2067'NORTHEAST OF A WITNESS POST.
 CM2067'
 CM2067'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-222 AZMK, SET
 CM2067'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM2067'THE SURFACE OF THE GROUND.  IT IS LOCATED 48 FEET NORTHEAST OF THE
 CM2067'CENTERLINE OF THE ROAD, 6.4 FEET NORTH OF A WITNESS POST, 7.6
 CM2067'FEET SOUTH OF A 4 INCH PINE TREE, AND 30.5 FEET SOUTHWEST OF A
 CM2067'6 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1986 ***********************************************************************
 CM1986  DESIGNATION -  BV 072 223
 CM1986  PID         -  CM1986
 CM1986  STATE/COUNTY-  GA/HARRIS
 CM1986  USGS QUAD   -  SHILOH (1985)
 CM1986
 CM1986                         *CURRENT SURVEY CONTROL
 CM1986  ___________________________________________________________________
 CM1986* NAD 83(1994)-  32 49 01.31594(N)    084 41 53.19617(W)     ADJUSTED  
 CM1986* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 CM1986  ___________________________________________________________________
 CM1986  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 CM1986  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CM1986
 CM1986  HORZ ORDER  -  SECOND
 CM1986
 CM1986.The horizontal coordinates were established by classical geodetic methods
 CM1986.and adjusted by the National Geodetic Survey in September 1997..
 CM1986
 CM1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1986
 CM1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1986
 CM1986.The geoid height was determined by GEOID03.
 CM1986
 CM1986;                    North         East     Units Scale Factor Converg.
 CM1986;SPC GA W     -   312,436.843   650,237.331   MT  0.99993052   -0 17 16.9
 CM1986;SPC GA W     - 1,025,053.21  2,133,320.31   sFT  0.99993052   -0 17 16.9
 CM1986;UTM  16      - 3,633,350.272   715,499.808   MT  1.00017266   +1 14 52.8
 CM1986
 CM1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1986!SPC GA W     -   0.99996052  x   0.99993052  =   0.99989104
 CM1986!UTM  16      -   0.99996052  x   1.00017266  =   1.00013317
 CM1986
 CM1986:                Primary Azimuth Mark                     Grid Az
 CM1986:SPC GA W     -  BV 072 223 AZ MK                         170 37 50.1
 CM1986:UTM  16      -  BV 072 223 AZ MK                         169 05 40.4
 CM1986
 CM1986|---------------------------------------------------------------------|
 CM1986| PID    Reference Object                     Distance      Geod. Az  |
 CM1986|                                                           dddmmss.s |
 CM1986| CY8442 BV 072 223 AZ MK                                   1702033.2 |
 CM1986| CM1987 SHILOH MUN TANK                     APPROX. 0.8 KM 1864438.0 |
 CM1986| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX. 3.9 KM 3551336.2 |
 CM1986|---------------------------------------------------------------------|
 CM1986
 CM1986                          SUPERSEDED SURVEY CONTROL
 CM1986
 CM1986  NAD 83(1994)-  32 49 01.32003(N)    084 41 53.19647(W) AD(       ) 2
 CM1986  NAD 83(1986)-  32 49 01.32141(N)    084 41 53.19499(W) AD(       ) 2
 CM1986  NAD 27      -  32 49 00.84438(N)    084 41 53.45842(W) AD(       ) 2
 CM1986  NGVD 29 (07/19/86)  279.3    (m)          916.     (f) VERT ANG       
 CM1986
 CM1986.Superseded values are not recommended for survey control.
 CM1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1986.See file dsdata.txt to determine how the superseded data were derived.
 CM1986
 CM1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1550033350(NAD 83)
 CM1986_MARKER: DD = SURVEY DISK
 CM1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1986
 CM1986  HISTORY     - Date     Condition        Report By
 CM1986  HISTORY     - 1974     MONUMENTED       GADT
 CM1986
 CM1986                          STATION DESCRIPTION
 CM1986
 CM1986'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1986'THE STATION IS LOCATED APPROXIMATELY 9-1/2 MILES NORTH-NORTHEAST
 CM1986'OF WAVERLY HALL, 8 MILES NORTHWEST OF WOODLAND, AND 6-1/4 MILES
 CM1986'SOUTHEAST OF DURAND ON SOUTHERN RAILWAY RIGHT OF WAY IN SHILOH.
 CM1986'
 CM1986'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 116
 CM1986'AND 85W IN SHILOH, TRAVEL NORTH ON STATE ROUTE 85W FOR 0.5
 CM1986'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING NORTH
 CM1986'ON STATE ROUTE 85W FOR 0.4 MILE TO THE STATION ON THE LEFT.
 CM1986'
 CM1986'THE STATION IS A STANDARD BRASS DISK STAMPED 072-223, SET IN THE
 CM1986'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1986'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1986'STAMPED 072-223, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1986'APPROXIMATELY 22 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1986'LOCATED 3.7 FEET EAST OF A WITNESS POST, 23.0 FEET EAST OF
 CM1986'THE CENTERLINE OF THE SOUTHERN RAILWAY TRACK, 24.0 FEET
 CM1986'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF A
 CM1986'DIRT ROAD TO LAKE MILT ANN AND THE RAILWAY TRACKS, AND 61.7
 CM1986'FEET WEST OF THE CENTERLINE OF STATE ROUTE 85W.
 CM1986'
 CM1986'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-223 AZMK, SET
 CM1986'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1986'THE SURFACE OF THE GROUND.  IT IS LOCATED 3.0 FEET WEST OF A
 CM1986'WITNESS POST, 19.5 FEET EAST OF THE CENTERLINE OF THE SOUTHERN
 CM1986'RAILWAY TRACKS, 52.0 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 CM1986'85W, AND 128.0 FEET SOUTHEAST OF RAILWAY MILE POST 64 ON THE
 CM1986'WEST SIDE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1989 ***********************************************************************
 CM1989  DESIGNATION -  BV 072 224
 CM1989  PID         -  CM1989
 CM1989  STATE/COUNTY-  GA/HARRIS
 CM1989  USGS QUAD   -  SHILOH (1985)
 CM1989
 CM1989                         *CURRENT SURVEY CONTROL
 CM1989  ___________________________________________________________________
 CM1989* NAD 83(1994)-  32 45 51.84317(N)    084 41 56.43555(W)     ADJUSTED  
 CM1989* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 CM1989  ___________________________________________________________________
 CM1989  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 CM1989  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CM1989
 CM1989  HORZ ORDER  -  SECOND
 CM1989
 CM1989.The horizontal coordinates were established by classical geodetic methods
 CM1989.and adjusted by the National Geodetic Survey in September 1997..
 CM1989
 CM1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1989
 CM1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1989
 CM1989.The geoid height was determined by GEOID03.
 CM1989
 CM1989;                    North         East     Units Scale Factor Converg.
 CM1989;SPC GA W     -   306,600.892   650,123.705   MT  0.99993066   -0 17 17.2
 CM1989;SPC GA W     - 1,005,906.43  2,132,947.52   sFT  0.99993066   -0 17 17.2
 CM1989;UTM  16      - 3,627,511.959   715,542.558   MT  1.00017289   +1 14 44.7
 CM1989
 CM1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1989!SPC GA W     -   0.99995991  x   0.99993066  =   0.99989057
 CM1989!UTM  16      -   0.99995991  x   1.00017289  =   1.00013279
 CM1989
 CM1989:                Primary Azimuth Mark                     Grid Az
 CM1989:SPC GA W     -  BV 072 224 AZ MK                         184 33 32.2
 CM1989:UTM  16      -  BV 072 224 AZ MK                         183 01 30.3
 CM1989
 CM1989|---------------------------------------------------------------------|
 CM1989| PID    Reference Object                     Distance      Geod. Az  |
 CM1989|                                                           dddmmss.s |
 CM1989| CY8443 BV 072 224 AZ MK                                   1841615.0 |
 CM1989|---------------------------------------------------------------------|
 CM1989
 CM1989                          SUPERSEDED SURVEY CONTROL
 CM1989
 CM1989  NAD 83(1994)-  32 45 51.84728(N)    084 41 56.43553(W) AD(       ) 2
 CM1989  NAD 83(1986)-  32 45 51.84851(N)    084 41 56.43435(W) AD(       ) 2
 CM1989  NAD 27      -  32 45 51.36626(N)    084 41 56.69953(W) AD(       ) 2
 CM1989  NGVD 29 (07/19/86)  283.0    (m)          928.     (f) VERT ANG       
 CM1989
 CM1989.Superseded values are not recommended for survey control.
 CM1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1989.See file dsdata.txt to determine how the superseded data were derived.
 CM1989
 CM1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1554327512(NAD 83)
 CM1989_MARKER: DD = SURVEY DISK
 CM1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1989
 CM1989  HISTORY     - Date     Condition        Report By
 CM1989  HISTORY     - 1974     MONUMENTED       GADT
 CM1989
 CM1989                          STATION DESCRIPTION
 CM1989
 CM1989'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1989'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF SHILOH,
 CM1989'8 MILES SOUTHWEST OF WOODLAND, AND 6 MILES NORTHEAST OF WAVERLY
 CM1989'HALL ON STATE RIGHT OF WAY.
 CM1989'
 CM1989'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 116
 CM1989'AND 85W IN SHILOH, GO SOUTH ON STATE ROUTE 85W FOR 1.8 MILES TO THE
 CM1989'INTERSECTION OF U.S. HIGHWAY 27 ALT AND STATE ROUTE 85E TO THE
 CM1989'LEFT.  CONTINUE SOUTH ON STATE ROUTE 85E AND U.S. HIGHWAY 27 ALT
 CM1989'FOR 1.1 MILES TO THE STATION ON THE LEFT ON THE TOP OF A 35
 CM1989'FOOT CUT BANK.
 CM1989'
 CM1989'THE STATION IS A STANDARD BRASS DISK STAMPED 072-224, SET IN THE
 CM1989'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1989'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1989'STAMPED 072-224, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1989'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1989'LOCATED 3.4 FEET WEST OF A WITNESS POST, 7.8 FEET EAST OF
 CM1989'THE TOP EDGE OF THE CUT BANK, 28.0 FEET SOUTHWEST OF A 14 INCH
 CM1989'PINE TREE, AND 19.7 FEET NORTHWEST OF A 6 INCH TRIANGLE
 CM1989'BLAZED OAK TREE.
 CM1989'
 CM1989'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 CM1989'U.S. HIGHWAY 27 ALT AND STATE ROUTE 85E FOR 0.15 MILE TO THE
 CM1989'MARK ON THE RIGHT ON TOP OF A 40 FOOT CUT BANK.  IT IS LOCATED 3.5
 CM1989'FEET EAST OF A WITNESS POST, 3.7 FEET NORTHEAST OF A POWER POLE,
 CM1989'39.6 FEET SOUTHEAST OF A 12 INCH OAK TREE, AND 150 FEET NORTH OF
 CM1989'A STATE RIGHT OF WAY MARKER.  IT IS A STANDARD DISK STAMPED
 CM1989'072-224 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1989'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2068 ***********************************************************************
 CM2068  DESIGNATION -  BV 072 225
 CM2068  PID         -  CM2068
 CM2068  STATE/COUNTY-  GA/HARRIS
 CM2068  USGS QUAD   -  CATAULA (1985)
 CM2068
 CM2068                         *CURRENT SURVEY CONTROL
 CM2068  ___________________________________________________________________
 CM2068* NAD 83(1994)-  32 43 53.87542(N)    084 47 54.82730(W)     ADJUSTED  
 CM2068* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 CM2068  ___________________________________________________________________
 CM2068  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 CM2068  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CM2068
 CM2068  HORZ ORDER  -  SECOND
 CM2068
 CM2068.The horizontal coordinates were established by classical geodetic methods
 CM2068.and adjusted by the National Geodetic Survey in September 1997..
 CM2068
 CM2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2068
 CM2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2068
 CM2068.The geoid height was determined by GEOID03.
 CM2068
 CM2068;                    North         East     Units Scale Factor Converg.
 CM2068;SPC GA W     -   303,018.390   640,774.536   MT  0.99994324   -0 20 30.0
 CM2068;SPC GA W     -   994,152.83  2,102,274.46   sFT  0.99994324   -0 20 30.0
 CM2068;UTM  16      - 3,623,679.789   706,290.626   MT  1.00012477   +1 11 26.7
 CM2068
 CM2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2068!SPC GA W     -   0.99997265  x   0.99994324  =   0.99991589
 CM2068!UTM  16      -   0.99997265  x   1.00012477  =   1.00009742
 CM2068
 CM2068|---------------------------------------------------------------------|
 CM2068| PID    Reference Object                     Distance      Geod. Az  |
 CM2068|                                                           dddmmss.s |
 CM2068| CM2065 BV 072 225 GADT 1974 PTA             11.133 METERS 12949     |
 CM2068| CY8444 BV 072 225 AZ MK                                   1855526.2 |
 CM2068|---------------------------------------------------------------------|
 CM2068
 CM2068                          SUPERSEDED SURVEY CONTROL
 CM2068
 CM2068  NAD 83(1994)-  32 43 53.87886(N)    084 47 54.82714(W) AD(       ) 2
 CM2068  NAD 83(1986)-  32 43 53.88065(N)    084 47 54.82608(W) AD(       ) 2
 CM2068  NAD 27      -  32 43 53.39857(N)    084 47 55.08286(W) AD(       ) 2
 CM2068  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 CM2068
 CM2068.Superseded values are not recommended for survey control.
 CM2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2068.See file dsdata.txt to determine how the superseded data were derived.
 CM2068
 CM2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0629123680(NAD 83)
 CM2068_MARKER: DD = SURVEY DISK
 CM2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2068
 CM2068  HISTORY     - Date     Condition        Report By
 CM2068  HISTORY     - 1974     MONUMENTED       GADT
 CM2068
 CM2068                          STATION DESCRIPTION
 CM2068
 CM2068'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2068'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES EAST-SOUTHEAST
 CM2068'OF HAMILTON, 4-3/4 MILES NORTHWEST OF WAVERLY HALL, AND 8-1/4
 CM2068'MILES SOUTHWEST OF SHILOH ON THE PROPERTY OF DOUGLAS MARTIN.
 CM2068'
 CM2068'TO REACH THE STATION FROM THE TOWN SQUARE IN HAMILTON, PROCEED
 CM2068'SOUTH ON U.S. HIGHWAY 27 FOR 1.25 MILES TO EBENEZER ROAD (COUNTY
 CM2068'ROAD 215) ON THE LEFT.  TURN LEFT, TRAVELING SOUTHEAST ON
 CM2068'EBENEZER ROAD FOR 4.55 MILES TO A DRIVEWAY ON THE RIGHT.  TURN
 CM2068'RIGHT INTO THE DRIVEWAY AND IMMEDIATELY RIGHT AGAIN TO A METAL
 CM2068'GATE.  ENTER THE GATE, FOLLOWING A PASTURE ROAD FOR 0.1 MILE TO
 CM2068'A FORK.  TURN LEFT ALONG A FIELD ROAD ALONG A WOODSLINE ON THE
 CM2068'LEFT FOR 0.15 MILE TO THE STATION ON THE LEFT, IN THE EDGE OF
 CM2068'THE WOODS.
 CM2068'
 CM2068'THE STATION IS A STANDARD BRASS DISK STAMPED 072-225, SET IN THE
 CM2068'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2068'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2068'072-225, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2068'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3.5 FEET
 CM2068'WEST OF A WITNESS POST, 9.8 FEET NORTH OF THE CENTERLINE OF THE
 CM2068'FIELD ROAD, 30.4 FEET SOUTHEAST OF A TRIPLE MAPLE TREE IN THE
 CM2068'WOODS AND 13.5 FEET SOUTHWEST OF AN 8 INCH PINE TREE.
 CM2068'
 CM2068'TO REACH THE AZIMUTH MARK FROM THE FORK IN THE FIELD ROAD, TURN
 CM2068'RIGHT GOING SOUTH ON A DIM FIELD ROAD ALONG A FENCELINE ON THE
 CM2068'LEFT FOR 0.15 MILE TO THE POINT WHERE THE FENCE TURNS LEFT.  GO
 CM2068'AHEAD ALONG THE EAST EDGE OF A PASTURE ON THE RIGHT AND A
 CM2068'WOODSLINE ON THE LEFT FOR 0.15 MILE TO THE STATION ON THE SOUTH
 CM2068'SIDE OF THE PASTURE.  IT IS A STANDARD BRASS DISK STAMPED
 CM2068'072-225 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2068'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 CM2068'3.0 FEET NORTH OF A WITNESS POST, 6.5 FEET NORTH OF A 12
 CM2068'INCH OAK TREE, 30.0 FEET NORTHWEST OF A TRIPLE OAK TREE, 61
 CM2068'FEET EAST-SOUTHEAST OF A TRIPLE 8 INCH OAK TREE NEAR THE
 CM2068'SOUTHWEST CORNER OF THE FIELD, AND 129 FEET SOUTHWEST OF A
 CM2068'10 INCH PINE TREE ON THE EAST SIDE OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2076 ***********************************************************************
 CM2076  DESIGNATION -  BV 072 226
 CM2076  PID         -  CM2076
 CM2076  STATE/COUNTY-  GA/HARRIS
 CM2076  USGS QUAD   -  CATAULA (1985)
 CM2076
 CM2076                         *CURRENT SURVEY CONTROL
 CM2076  ___________________________________________________________________
 CM2076* NAD 83(1994)-  32 41 34.53786(N)    084 46 08.66558(W)     ADJUSTED  
 CM2076* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 CM2076  ___________________________________________________________________
 CM2076  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CM2076  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CM2076
 CM2076  HORZ ORDER  -  SECOND
 CM2076
 CM2076.The horizontal coordinates were established by classical geodetic methods
 CM2076.and adjusted by the National Geodetic Survey in September 1997..
 CM2076
 CM2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2076
 CM2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2076
 CM2076.The geoid height was determined by GEOID03.
 CM2076
 CM2076;                    North         East     Units Scale Factor Converg.
 CM2076;SPC GA W     -   298,710.276   643,514.128   MT  0.99993933   -0 19 31.4
 CM2076;SPC GA W     -   980,018.63  2,111,262.60   sFT  0.99993933   -0 19 31.4
 CM2076;UTM  16      - 3,619,445.632   709,144.934   MT  1.00013940   +1 12 19.6
 CM2076
 CM2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2076!SPC GA W     -   0.99996807  x   0.99993933  =   0.99990740
 CM2076!UTM  16      -   0.99996807  x   1.00013940  =   1.00010746
 CM2076
 CM2076:                Primary Azimuth Mark                     Grid Az
 CM2076:SPC GA W     -  BV 072 226 AZ MK                         165 38 23.0
 CM2076:UTM  16      -  BV 072 226 AZ MK                         164 06 32.0
 CM2076
 CM2076|---------------------------------------------------------------------|
 CM2076| PID    Reference Object                     Distance      Geod. Az  |
 CM2076|                                                           dddmmss.s |
 CM2076| CY8445 BV 072 226 AZ MK                                   1651851.6 |
 CM2076| CM2074 TURNTIME                            APPROX. 3.2 KM 2774713.6 |
 CM2076| CM2075 BV 072 226 GADT 1974 PTA             23.749 METERS 31225     |
 CM2076|---------------------------------------------------------------------|
 CM2076
 CM2076                          SUPERSEDED SURVEY CONTROL
 CM2076
 CM2076  NAD 83(1994)-  32 41 34.54147(N)    084 46 08.66513(W) AD(       ) 2
 CM2076  NAD 83(1986)-  32 41 34.54310(N)    084 46 08.66443(W) AD(       ) 2
 CM2076  NAD 27      -  32 41 34.05655(N)    084 46 08.92526(W) AD(       ) 2
 CM2076  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 CM2076
 CM2076.Superseded values are not recommended for survey control.
 CM2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2076.See file dsdata.txt to determine how the superseded data were derived.
 CM2076
 CM2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0914519446(NAD 83)
 CM2076_MARKER: DD = SURVEY DISK
 CM2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2076
 CM2076  HISTORY     - Date     Condition        Report By
 CM2076  HISTORY     - 1974     MONUMENTED       GADT
 CM2076
 CM2076                          STATION DESCRIPTION
 CM2076
 CM2076'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2076'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST-NORTHEAST OF
 CM2076'WAVERLY HALL, 4-1/4 MILES NORTH OF ELLERSLIE, AND 13-1/4 MILES WEST
 CM2076'OF TALBOTTON ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM2076'
 CM2076'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 CM2076'STATE ROUTE 208 IN WAVERLY HALL, PROCEED IN A SOUTHWESTERLY
 CM2076'DIRECTION ON STATE ROUTE 208 FOR 1.4 MILES TO THE EAST END OF
 CM2076'SANDERS CIRCLE.  CONTINUE WEST ON STATE ROUTE 208 FOR 0.75 MILE
 CM2076'TO THE WEST END OF SANDERS CIRCLE.  TURN RIGHT, TRAVELING NORTH
 CM2076'ON SANDERS CIRCLE FOR 0.25 MILE TO A WOODS ROAD AHEAD AND SANDERS
 CM2076'CIRCLE TURNING RIGHT.  TURN LEFT, GOING ALONG THE WOODS ROAD
 CM2076'THRU A METAL GATE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 CM2076'SIDE OF THE WOODS ROAD AT THE EDGE OF A LARGE CLEARED AREA.
 CM2076'CONTINUE ON THE WOODS ROAD IN A NORTHERLY DIRECTION FOR 0.15
 CM2076'MILE TO A POWER POLE ON THE RIGHT AND THE STATION ON THE
 CM2076'LEFT AT THE TOP OF A HILL.
 CM2076'
 CM2076'THE STATION IS A STANDARD BRASS DISK STAMPED 072-226, SET IN
 CM2076'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM2076'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM2076'DISK STAMPED 072-226, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2076'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2076'LOCATED 320 FEET WEST OF THE CENTERLINE OF THE WOODS ROAD, 1
 CM2076'FOOT WEST OF A WITNESS POST, 212 FEET NORTHEAST OF A 12 INCH
 CM2076'POPLAR TREE, AND 240 FEET EAST OF A TREE.
 CM2076'
 CM2076'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-226 AZMK, SET
 CM2076'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM2076'THE SURFACE OF THE GROUND.  IT IS LOCATED 1 FOOT EAST OF A WITNESS
 CM2076'POST, 7.5 FEET NORTHEAST OF A 6 INCH OAK TREE, 23 FEET WEST OF
 CM2076'THE CENTERLINE OF A WOODS ROAD, AND 43.5 FEET WEST-NORTHWEST OF
 CM2076'AN 8 INCH SWEET GUM TREE ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2110 ***********************************************************************
 CM2110  DESIGNATION -  BV 072 227
 CM2110  PID         -  CM2110
 CM2110  STATE/COUNTY-  GA/HARRIS
 CM2110  USGS QUAD   -  FORTSON (1985)
 CM2110
 CM2110                         *CURRENT SURVEY CONTROL
 CM2110  ___________________________________________________________________
 CM2110* NAD 83(1994)-  32 35 40.27879(N)    084 53 36.15509(W)     ADJUSTED  
 CM2110* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 CM2110  ___________________________________________________________________
 CM2110  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CM2110  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CM2110
 CM2110  HORZ ORDER  -  SECOND
 CM2110
 CM2110.The horizontal coordinates were established by classical geodetic methods
 CM2110.and adjusted by the National Geodetic Survey in September 1997..
 CM2110
 CM2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2110
 CM2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2110
 CM2110.The geoid height was determined by GEOID03.
 CM2110
 CM2110;                    North         East     Units Scale Factor Converg.
 CM2110;SPC GA W     -   287,871.058   631,783.747   MT  0.99995736   -0 23 29.4
 CM2110;SPC GA W     -   944,456.96  2,072,777.18   sFT  0.99995736   -0 23 29.4
 CM2110;UTM  16      - 3,608,295.512   697,706.047   MT  1.00008201   +1 08 06.7
 CM2110
 CM2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2110!SPC GA W     -   0.99997309  x   0.99995736  =   0.99993045
 CM2110!UTM  16      -   0.99997309  x   1.00008201  =   1.00005509
 CM2110
 CM2110|---------------------------------------------------------------------|
 CM2110| PID    Reference Object                     Distance      Geod. Az  |
 CM2110|                                                           dddmmss.s |
 CM2110| CM2109 BV 072 227 GADT 1974 PTA             24.467 METERS 03309     |
 CM2110| CM2090 FORTSON GA PWR MICROWAVE            APPROX. 1.8 KM 2915001.1 |
 CM2110| CY8446 BV 072 227 AZ MK                                   3005717.0 |
 CM2110|---------------------------------------------------------------------|
 CM2110
 CM2110                          SUPERSEDED SURVEY CONTROL
 CM2110
 CM2110  NAD 83(1994)-  32 35 40.28181(N)    084 53 36.15424(W) AD(       ) 2
 CM2110  NAD 83(1986)-  32 35 40.28416(N)    084 53 36.15420(W) AD(       ) 2
 CM2110  NAD 27      -  32 35 39.79178(N)    084 53 36.40687(W) AD(       ) 2
 CM2110  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 CM2110
 CM2110.Superseded values are not recommended for survey control.
 CM2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2110.See file dsdata.txt to determine how the superseded data were derived.
 CM2110
 CM2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9770608296(NAD 83)
 CM2110_MARKER: DD = SURVEY DISK
 CM2110_SETTING: 66 = SET IN ROCK OUTCROP
 CM2110_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CM2110
 CM2110  HISTORY     - Date     Condition        Report By
 CM2110  HISTORY     - 1974     MONUMENTED       GADT
 CM2110
 CM2110                          STATION DESCRIPTION
 CM2110
 CM2110'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2110'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHWEST
 CM2110'OF CATAULA, 5-3/4 MILES SOUTHWEST OF ELLERSLIE, AND 10 MILES
 CM2110'NORTHEAST OF COLUMBUS ON THE PROPERTY OF THE SOUTHERN NATURAL
 CM2110'GAS RIGHT OF WAY.
 CM2110'
 CM2110'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2110'AND STATE ROUTE 315 LOCATED IN CATAULA, TRAVEL SOUTH ON
 CM2110'U.S. HIGHWAY 27 FOR 4.15 MILES TO THE HARRIS-MUSCOGEE COUNTY
 CM2110'LINE.  CONTINUE TRAVELING SOUTH ON U.S. HIGHWAY 27 FOR 0.8 MILE
 CM2110'TO THE JUNCTION OF GREY ROCK ROAD (MUSCOGEE COUNTY ROAD 481) ON
 CM2110'THE LEFT.  TURN LEFT, TRAVELING SOUTHEASTERLY ON GREY ROCK ROAD
 CM2110'(BECOMES HARRIS COUNTY ROAD 149) FOR 0.6 MILE TO THE JUNCTION
 CM2110'OF THE OLD ROAD BED FORKING TO THE RIGHT.  TURN RIGHT,
 CM2110'TRAVELING SOUTHERLY ON THE OLD ROAD BED FOR 0.1 MILE TO THE
 CM2110'AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING SOUTHERLY ON
 CM2110'THE OLD ROAD BED FOR 0.1 MILE TO THE JUNCTION OF A DRIVEWAY
 CM2110'ON THE RIGHT.  TURN RIGHT, TRAVELING SOUTHWESTERLY ON THE
 CM2110'DRIVEWAY FOR 0.15 MILE TO THE SOUTHERN NATURAL GAS LINE
 CM2110'CROSSING.  TURN RIGHT, TRAVELING SOUTHWESTERLY ON THE GAS
 CM2110'LINE FOR APPROXIMATELY 200 FEET TO THE STATION.
 CM2110'
 CM2110'THE STATION IS A STANDARD BRASS DISK STAMPED 072-227, SET IN A
 CM2110'3/4 INCH DRILL HOLE IN BEDROCK.  IT IS LOCATED 54.5 FEET SOUTHEAST
 CM2110'OF A 4 INCH CEDAR TREE, 66.5 FEET SOUTHEAST OF A 12 INCH PINE
 CM2110'TREE, AND 200.0 FEET WEST OF THE CENTERLINE OF A GATE CROSSING
 CM2110'THE PIPELINE.
 CM2110'
 CM2110'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-227 AZMK, SET IN
 CM2110'A 3/4 INCH DRILL HOLE IN BEDROCK.  IT IS LOCATED 50.0 FEET
 CM2110'NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF A DRIVEWAY ON
 CM2110'THE SOUTH SIDE OF THE OLD ROAD BED AND THE OLD ROAD BED, 22.2
 CM2110'FEET EAST OF A 12 INCH OAK TREE, AND 21.5 FEET WEST OF A 10 INCH
 CM2110'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2073 ***********************************************************************
 CM2073  DESIGNATION -  BV 072 228
 CM2073  PID         -  CM2073
 CM2073  STATE/COUNTY-  GA/HARRIS
 CM2073  USGS QUAD   -  CATAULA (1985)
 CM2073
 CM2073                         *CURRENT SURVEY CONTROL
 CM2073  ___________________________________________________________________
 CM2073* NAD 83(1994)-  32 38 00.03491(N)    084 48 17.25820(W)     ADJUSTED  
 CM2073* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 CM2073  ___________________________________________________________________
 CM2073  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CM2073  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CM2073
 CM2073  HORZ ORDER  -  SECOND
 CM2073
 CM2073.The horizontal coordinates were established by classical geodetic methods
 CM2073.and adjusted by the National Geodetic Survey in September 1997..
 CM2073
 CM2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2073
 CM2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2073
 CM2073.The geoid height was determined by GEOID03.
 CM2073
 CM2073;                    North         East     Units Scale Factor Converg.
 CM2073;SPC GA W     -   292,122.558   640,124.983   MT  0.99994419   -0 20 38.9
 CM2073;SPC GA W     -   958,405.43  2,100,143.38   sFT  0.99994419   -0 20 38.9
 CM2073;UTM  16      - 3,612,768.531   705,932.235   MT  1.00012296   +1 11 03.1
 CM2073
 CM2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2073!SPC GA W     -   0.99996978  x   0.99994419  =   0.99991397
 CM2073!UTM  16      -   0.99996978  x   1.00012296  =   1.00009273
 CM2073
 CM2073:                Primary Azimuth Mark                     Grid Az
 CM2073:SPC GA W     -  BV 072 228 AZ MK                         005 39 48.7
 CM2073:UTM  16      -  BV 072 228 AZ MK                         004 08 06.7
 CM2073
 CM2073|---------------------------------------------------------------------|
 CM2073| PID    Reference Object                     Distance      Geod. Az  |
 CM2073|                                                           dddmmss.s |
 CM2073| CY8447 BV 072 228 AZ MK                                   0051909.8 |
 CM2073| CM2072 BV 072 228 GADT 1974 PTA             23.173 METERS 29738     |
 CM2073|---------------------------------------------------------------------|
 CM2073
 CM2073                          SUPERSEDED SURVEY CONTROL
 CM2073
 CM2073  NAD 83(1994)-  32 38 00.03833(N)    084 48 17.25736(W) AD(       ) 2
 CM2073  NAD 83(1986)-  32 38 00.04022(N)    084 48 17.25715(W) AD(       ) 2
 CM2073  NAD 27      -  32 37 59.54869(N)    084 48 17.51663(W) AD(       ) 2
 CM2073  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 CM2073
 CM2073.Superseded values are not recommended for survey control.
 CM2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2073.See file dsdata.txt to determine how the superseded data were derived.
 CM2073
 CM2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0593212769(NAD 83)
 CM2073_MARKER: DD = SURVEY DISK
 CM2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2073
 CM2073  HISTORY     - Date     Condition        Report By
 CM2073  HISTORY     - 1974     MONUMENTED       GADT
 CM2073
 CM2073                          STATION DESCRIPTION
 CM2073
 CM2073'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2073'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTHEAST OF
 CM2073'CATAULA, 5-1/2 MILES SOUTHWEST OF WAVERLY HALL, AND 9-1/2 MILES
 CM2073'SOUTH OF HAMILTON ON THE PROPERTY OF G. T. SLOCUMB OF COLUMBUS.
 CM2073'
 CM2073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 ALT
 CM2073'(STATE ROUTE 85) AND STATE ROUTE 208 IN WAVERLY HALL, PROCEED
 CM2073'SOUTH ON U.S. HIGHWAY 27 ALT FOR 3.55 MILES TO OSSAHATCHEE ROAD
 CM2073'(COUNTY ROAD 190) ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27
 CM2073'ALT FOR 2.15 MILES TO THE POST OFFICE IN ELLERSLIE AND A SIDE
 CM2073'ROAD ON THE RIGHT WITH AN IMMEDIATE LEFT FORK.  TAKE THE LEFT
 CM2073'FORK, TRAVELING WEST FOR 0.25 MILE TO A SMALL SIDE ROAD ON THE
 CM2073'RIGHT WHICH CROSSES A RAILROAD TRACK.  TURN RIGHT, TRAVELING
 CM2073'IN A NORTHERLY DIRECTION CROSSING THE RAILROAD TRACKS FOR 0.1
 CM2073'MILE TO A GATE.  PROCEED THRU THE GATE FOR 0.1 MILE TO THE
 CM2073'STATION ON THE RIGHT LOCATED AT THE EDGE OF A WOODSLINE.
 CM2073'
 CM2073'THE STATION IS A STANDARD BRASS DISK STAMPED 072-228, SET IN THE
 CM2073'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2073'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2073'072-228, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2073'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 194 FEET
 CM2073'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHWEST OF A
 CM2073'WITNESS POST, 76.5 FEET SOUTHWEST OF A POWER POLE, 123 FEET
 CM2073'SOUTHEAST OF A CORNER FENCE POST AND 217 FEET SOUTHWEST OF THE
 CM2073'END FENCE POST OF THE FENCE AT THE ROAD.
 CM2073'
 CM2073'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON THE FIELD
 CM2073'ROAD TO AN AREA BETWEEN TWO LARGE LAKES.  CONTINUE BETWEEN THE
 CM2073'LAKES TO THE MARK ON THE DAM OF THE WESTERNMOST LAKE.  IT IS A
 CM2073'STANDARD DISK STAMPED 072-228 AZMK, SET IN THE TOP OF A 10 INCH
 CM2073'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM2073'IT IS LOCATED ON THE SOUTHEAST END OF THE DAM, 40 FEET EAST OF THE
 CM2073'WATERS EDGE, 3.5 FEET WEST OF A WITNESS POST, 238 FEET
 CM2073'NORTH-NORTHWEST OF THE TOP STEP OF STEPS GOING DOWN TO THE
 CM2073'WATER, 154 FEET WEST-NORTHWEST OF A 20 INCH PINE TREE 50 FEET
 CM2073'FROM THE EDGE OF THE EASTERN LAKE, AND 179 FEET NORTHWEST OF A
 CM2073'14 INCH PINE TREE 40 FEET FROM THE EDGE OF THE EASTERN LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2069 ***********************************************************************
 CM2069  DESIGNATION -  BV 072 229
 CM2069  PID         -  CM2069
 CM2069  STATE/COUNTY-  GA/HARRIS
 CM2069  USGS QUAD   -  CATAULA (1985)
 CM2069
 CM2069                         *CURRENT SURVEY CONTROL
 CM2069  ___________________________________________________________________
 CM2069* NAD 83(1994)-  32 39 12.86062(N)    084 52 13.83339(W)     ADJUSTED  
 CM2069* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 CM2069  ___________________________________________________________________
 CM2069  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 CM2069  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CM2069
 CM2069  HORZ ORDER  -  SECOND
 CM2069
 CM2069.The horizontal coordinates were established by classical geodetic methods
 CM2069.and adjusted by the National Geodetic Survey in September 1997..
 CM2069
 CM2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2069
 CM2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2069
 CM2069.The geoid height was determined by GEOID03.
 CM2069
 CM2069;                    North         East     Units Scale Factor Converg.
 CM2069;SPC GA W     -   294,404.746   633,973.701   MT  0.99995374   -0 22 47.2
 CM2069;SPC GA W     -   965,892.90  2,079,962.05   sFT  0.99995374   -0 22 47.2
 CM2069;UTM  16      - 3,614,886.136   699,721.274   MT  1.00009188   +1 08 57.7
 CM2069
 CM2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2069!SPC GA W     -   0.99997091  x   0.99995374  =   0.99992465
 CM2069!UTM  16      -   0.99997091  x   1.00009188  =   1.00006279
 CM2069
 CM2069:                Primary Azimuth Mark                     Grid Az
 CM2069:SPC GA W     -  BV 072 229 AZ MK                         182 13 40.4
 CM2069:UTM  16      -  BV 072 229 AZ MK                         180 41 55.5
 CM2069
 CM2069|---------------------------------------------------------------------|
 CM2069| PID    Reference Object                     Distance      Geod. Az  |
 CM2069|                                                           dddmmss.s |
 CM2069| CY8448 BV 072 229 AZ MK                                   1815053.2 |
 CM2069| CM2070 BV 072 229 GADT 1974 PTA             28.017 METERS 21429     |
 CM2069|---------------------------------------------------------------------|
 CM2069
 CM2069                          SUPERSEDED SURVEY CONTROL
 CM2069
 CM2069  NAD 83(1994)-  32 39 12.86377(N)    084 52 13.83297(W) AD(       ) 2
 CM2069  NAD 83(1986)-  32 39 12.86592(N)    084 52 13.83241(W) AD(       ) 2
 CM2069  NAD 27      -  32 39 12.37879(N)    084 52 14.08495(W) AD(       ) 2
 CM2069  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 CM2069
 CM2069.Superseded values are not recommended for survey control.
 CM2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2069.See file dsdata.txt to determine how the superseded data were derived.
 CM2069
 CM2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9972114886(NAD 83)
 CM2069_MARKER: DD = SURVEY DISK
 CM2069_SETTING: 66 = SET IN ROCK OUTCROP
 CM2069_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CM2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2069+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CM2069
 CM2069  HISTORY     - Date     Condition        Report By
 CM2069  HISTORY     - 1974     MONUMENTED       GADT
 CM2069  HISTORY     - 20030512 GOOD             INDIV
 CM2069
 CM2069                          STATION DESCRIPTION
 CM2069
 CM2069'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2069'THE STATION IS LOCATED IN CATAULA APPROXIMATELY 7-1/2 MILES SOUTH
 CM2069'OF HAMILTON ON THE PROPERTY OF MRS. G. T. NEWSOM.
 CM2069'
 CM2069'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, PROCEED
 CM2069'SOUTH ON U.S. HIGHWAY 27 FOR 4.5 MILES TO STATE ROUTE 208 ON
 CM2069'THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.65 MILES TO
 CM2069'STATE ROUTE 315 ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27
 CM2069'FOR 0.15 MILE TO THE STATION ON THE RIGHT LOCATED IN BEDROCK.
 CM2069'
 CM2069'THE STATION IS A STANDARD BRASS DISK STAMPED 072-229, SET IN A
 CM2069'3/4 INCH DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 CM2069'ROCK.  IT IS LOCATED 51.7 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 CM2069'OF A BUILDING, 4.3 FEET SOUTHWEST OF U.S. COASTAL AND GEODETIC
 CM2069'SURVEY MARKER P-222, 71 FEET NORTHWEST OF THE CENTERLINE OF
 CM2069'U.S. HIGHWAY 27, AND 111 FEET NORTH-NORTHEAST OF A POWER POLE.
 CM2069'
 CM2069'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 CM2069'U.S. HIGHWAY 27 FOR 0.3 MILE TO A SIDE ROAD TO THE LEFT.  TURN
 CM2069'LEFT FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS A
 CM2069'STANDARD DISK STAMPED 072-229 AZMK, SET IN THE TOP OF A 10 INCH
 CM2069'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2069'GROUND.  THE AZIMUTH MARK IS LOCATED IN A PASTURE, 124 FEET
 CM2069'NORTHEAST OF THE CENTERLINE OF THE ROAD, 3.5 FEET WEST OF A
 CM2069'POWER POLE AND WITNESS POST, AND 112 FEET NORTH-NORTHEAST OF A
 CM2069'14 INCH PINE TREE.
 CM2069
 CM2069                          STATION RECOVERY (2003)
 CM2069
 CM2069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRK)
 CM2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2119 ***********************************************************************
 CM2119  DESIGNATION -  BV 072 230
 CM2119  PID         -  CM2119
 CM2119  STATE/COUNTY-  GA/HARRIS
 CM2119  USGS QUAD   -  MULBERRY GROVE (1985)
 CM2119
 CM2119                         *CURRENT SURVEY CONTROL
 CM2119  ___________________________________________________________________
 CM2119* NAD 83(1994)-  32 37 46.84980(N)    084 55 59.34583(W)     ADJUSTED  
 CM2119* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 CM2119  ___________________________________________________________________
 CM2119  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CM2119  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CM2119
 CM2119  HORZ ORDER  -  SECOND
 CM2119
 CM2119.The horizontal coordinates were established by classical geodetic methods
 CM2119.and adjusted by the National Geodetic Survey in September 1997..
 CM2119
 CM2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2119
 CM2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2119
 CM2119.The geoid height was determined by GEOID03.
 CM2119
 CM2119;                    North         East     Units Scale Factor Converg.
 CM2119;SPC GA W     -   291,796.031   628,078.068   MT  0.99996376   -0 24 47.9
 CM2119;SPC GA W     -   957,334.15  2,060,619.46   sFT  0.99996376   -0 24 47.9
 CM2119;UTM  16      - 3,612,120.746   693,896.637   MT  1.00006361   +1 06 53.3
 CM2119
 CM2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2119!SPC GA W     -   0.99997312  x   0.99996376  =   0.99993688
 CM2119!UTM  16      -   0.99997312  x   1.00006361  =   1.00003673
 CM2119
 CM2119|---------------------------------------------------------------------|
 CM2119| PID    Reference Object                     Distance      Geod. Az  |
 CM2119|                                                           dddmmss.s |
 CM2119| CM2118 BV 072 230 GADT 1974 PTA             20.063 METERS 32146     |
 CM2119| CY8449 BV 072 230 AZ MK                                   3485335.5 |
 CM2119|---------------------------------------------------------------------|
 CM2119
 CM2119                          SUPERSEDED SURVEY CONTROL
 CM2119
 CM2119  NAD 83(1994)-  32 37 46.85241(N)    084 55 59.34509(W) AD(       ) 2
 CM2119  NAD 83(1986)-  32 37 46.85520(N)    084 55 59.34477(W) AD(       ) 2
 CM2119  NAD 27      -  32 37 46.36681(N)    084 55 59.59209(W) AD(       ) 2
 CM2119  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 CM2119
 CM2119.Superseded values are not recommended for survey control.
 CM2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2119.See file dsdata.txt to determine how the superseded data were derived.
 CM2119
 CM2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9389712121(NAD 83)
 CM2119_MARKER: DD = SURVEY DISK
 CM2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2119
 CM2119  HISTORY     - Date     Condition        Report By
 CM2119  HISTORY     - 1974     MONUMENTED       GADT
 CM2119
 CM2119                          STATION DESCRIPTION
 CM2119
 CM2119'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2119'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF CATAULA,
 CM2119'7-3/4 MILES SOUTHWEST OF ELLERSLIE, AND 9-1/2 MILES SOUTH OF
 CM2119'HAMILTON ON THE PROPERTY OF PLANTATION PIPELINE COMPANY.
 CM2119'
 CM2119'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, PROCEED
 CM2119'SOUTH ON U.S. HIGHWAY 27 FOR 4.5 MILES TO STATE ROUTE 208 ON
 CM2119'THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.45 MILES TO
 CM2119'WEST BONACRE ROAD (COUNTY ROAD 142) ON THE RIGHT.  TURN RIGHT,
 CM2119'TRAVELING NORTHWESTERLY ON BONACRE ROAD FOR 1.5 MILES TO A
 CM2119'FORK.  TAKE THE RIGHT FORK, CONTINUING ALONG BONACRE ROAD FOR
 CM2119'0.7 MILE TO THE PLANTATION PIPELINE CROSSING.  CONTINUE
 CM2119'NORTHWESTERLY ON WEST BONACRE ROAD FOR 0.05 MILE TO A WOODS
 CM2119'ROAD ON THE RIGHT.  TURN RIGHT, FOLLOWING THE WOODS ROAD FOR
 CM2119'0.05 MILE TO A FORK IN THE WOODS ROAD.  GO RIGHT, FOLLOWING THE
 CM2119'WOODS ROAD FOR 0.05 MILE TO THE PLANTATION PIPELINE
 CM2119'CROSSING AND THE STATION APPROXIMATELY 100 FEET TO THE LEFT.
 CM2119'
 CM2119'THE STATION IS A STANDARD BRASS DISK STAMPED 072-230, SET IN
 CM2119'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2119'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2119'STAMPED 072-230, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2119'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2119'LOCATED 3.4 FEET EAST OF A WITNESS POST, 18.5 FEET SOUTHEAST
 CM2119'OF A 30 INCH FORKED OAK TREE, 58.6 FEET WEST OF A 10 INCH
 CM2119'FORKED OAK TREE, 103 FEET NORTHWEST OF A POWER POLE, AND 67.5
 CM2119'FEET NORTHWEST OF A 12 INCH TWIN OAK TREE.
 CM2119'
 CM2119'TO REACH THE AZIMUTH MARK FROM THE FORK IN THE WOODS ROAD, TAKE
 CM2119'THE LEFT FORK, FOLLOWING THE WOODS ROAD FOR 0.2 MILE TO THE
 CM2119'PLANTATION PIPELINE.  THE MARK IS LOCATED ON THE EAST SIDE OF
 CM2119'THE PIPELINE.  IT IS A STANDARD DISK STAMPED 072-230 AZMK, SET
 CM2119'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2119'SURFACE OF THE GROUND.  IT IS LOCATED 4.7 FEET EAST OF A WITNESS
 CM2119'POST, 4.8 FEET WEST OF A 12 INCH OAK TREE, 48.5 FEET SOUTH OF A
 CM2119'12 INCH OAK TREE, AND 69 FEET NORTHEAST OF A 10 INCH PINE TREE
 CM2119'LOCATED ON THE WEST SIDE OF THE PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2107 ***********************************************************************
 CM2107  DESIGNATION -  BV 072 231
 CM2107  PID         -  CM2107
 CM2107  STATE/COUNTY-  GA/HARRIS
 CM2107  USGS QUAD   -  FORTSON (1985)
 CM2107
 CM2107                         *CURRENT SURVEY CONTROL
 CM2107  ___________________________________________________________________
 CM2107* NAD 83(1994)-  32 37 19.13668(N)    084 53 48.92221(W)     ADJUSTED  
 CM2107* NAVD 88     -       190.     (meters)     623.     (feet)  VERTCON   
 CM2107  ___________________________________________________________________
 CM2107  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 CM2107  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CM2107
 CM2107  HORZ ORDER  -  SECOND
 CM2107
 CM2107.The horizontal coordinates were established by classical geodetic methods
 CM2107.and adjusted by the National Geodetic Survey in September 1997..
 CM2107
 CM2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2107
 CM2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2107
 CM2107.The geoid height was determined by GEOID03.
 CM2107
 CM2107;                    North         East     Units Scale Factor Converg.
 CM2107;SPC GA W     -   290,918.442   631,471.753   MT  0.99995789   -0 23 37.3
 CM2107;SPC GA W     -   954,454.92  2,071,753.58   sFT  0.99995789   -0 23 37.3
 CM2107;UTM  16      - 3,611,333.874   697,312.895   MT  1.00008009   +1 08 02.8
 CM2107
 CM2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2107!SPC GA W     -   0.99997452  x   0.99995789  =   0.99993241
 CM2107!UTM  16      -   0.99997452  x   1.00008009  =   1.00005460
 CM2107
 CM2107:                Primary Azimuth Mark                     Grid Az
 CM2107:SPC GA W     -  BV 072 231 AZ MK                         136 19 54.0
 CM2107:UTM  16      -  BV 072 231 AZ MK                         134 48 13.9
 CM2107
 CM2107|---------------------------------------------------------------------|
 CM2107| PID    Reference Object                     Distance      Geod. Az  |
 CM2107|                                                           dddmmss.s |
 CM2107| CY8450 BV 072 231 AZ MK                                   1355616.7 |
 CM2107| CM2108 BV 072 231 GADT 1974 PTA             18.236 METERS 15112     |
 CM2107|---------------------------------------------------------------------|
 CM2107
 CM2107                          SUPERSEDED SURVEY CONTROL
 CM2107
 CM2107  NAD 83(1994)-  32 37 19.13969(N)    084 53 48.92157(W) AD(       ) 2
 CM2107  NAD 83(1986)-  32 37 19.14204(N)    084 53 48.92130(W) AD(       ) 2
 CM2107  NAD 27      -  32 37 18.65265(N)    084 53 49.17259(W) AD(       ) 2
 CM2107  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 CM2107
 CM2107.Superseded values are not recommended for survey control.
 CM2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2107.See file dsdata.txt to determine how the superseded data were derived.
 CM2107
 CM2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9731311334(NAD 83)
 CM2107_MARKER: DD = SURVEY DISK
 CM2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2107
 CM2107  HISTORY     - Date     Condition        Report By
 CM2107  HISTORY     - 1974     MONUMENTED       GADT
 CM2107
 CM2107                          STATION DESCRIPTION
 CM2107
 CM2107'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2107'THE STATION IS LOCATED APPROXIMATELY 9-1/2 MILES SOUTH OF HAMILTON,
 CM2107'10-1/4 MILES SOUTHWEST OF WAVERLY HALL, AND 11-1/2 MILES
 CM2107'NORTH-NORTHEAST OF COLUMBUS ON THE PROPERTY OF MRS. FRANCES KENNON.
 CM2107'
 CM2107'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, PROCEED
 CM2107'SOUTH ON U.S. HIGHWAY 27 FOR 4.5 MILES TO STATE ROUTE 208 ON THE
 CM2107'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.65 MILES TO STATE
 CM2107'ROUTE 315 ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3
 CM2107'MILES TO EAST BONACRE ROAD (COUNTY ROAD 148) ON THE LEFT.  TURN
 CM2107'LEFT ON EAST BONACRE ROAD, TRAVELING SOUTHEAST FOR 0.2 MILE TO A
 CM2107'FORK TO THE RIGHT.  TURN LEFT, CONTINUING EAST ON EAST BONACRE
 CM2107'ROAD FOR 0.15 MILE TO A GATE ON THE LEFT.  PROCEED THRU THE
 CM2107'GATE, TRAVELING NORTH-NORTHEAST ACROSS A PASTURE FOR
 CM2107'APPROXIMATELY 225 FEET TO THE STATION LOCATED NEAR A
 CM2107'NORTH-SOUTH FENCE.
 CM2107'
 CM2107'THE STATION IS A STANDARD DISK STAMPED 072-231, SET IN THE TOP
 CM2107'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2107'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2107'072-231, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2107'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1 FOOT
 CM2107'EAST OF A WITNESS POST, 4.5 FEET SOUTHWEST OF A 12 INCH PINE
 CM2107'TREE, 3.5 FEET EAST OF THE FENCE, AND 242 FEET NORTH-NORTHWEST
 CM2107'OF THE CENTER OF THE GATE.
 CM2107'
 CM2107'TO REACH THE AZIMUTH MARK FROM THE GATE, TRAVEL EAST ON EAST
 CM2107'BONACRE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 CM2107'LOCATED ON COUNTY RIGHT OF WAY NEAR A FENCE.  IT IS A STANDARD
 CM2107'DISK STAMPED 072-231 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM2107'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM2107'LOCATED 31.5 FEET SOUTHWEST OF THE CENTERLINE OF EAST BONACRE
 CM2107'ROAD, 9.5 FEET NORTHEAST OF A WITNESS POST SET IN A FENCELINE,
 CM2107'5 FEET SOUTHWEST OF A POWER POLE, AND 97.5 FEET SOUTHWEST
 CM2107'OF AN UNDERGROUND TELEPHONE CABLE OUTLET BOX AT A FENCE
 CM2107'CORNER ON THE NORTHEAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2240 ***********************************************************************
 CM2240  DESIGNATION -  BV 072 232
 CM2240  PID         -  CM2240
 CM2240  STATE/COUNTY-  GA/HARRIS
 CM2240  USGS QUAD   -  SMITHS STATION (1983)
 CM2240
 CM2240                         *CURRENT SURVEY CONTROL
 CM2240  ___________________________________________________________________
 CM2240* NAD 83(1994)-  32 36 54.58304(N)    085 01 04.97938(W)     ADJUSTED  
 CM2240* NAVD 88     -       193.6    (meters)     635.     (feet)  VERTCON   
 CM2240  ___________________________________________________________________
 CM2240  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CM2240  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CM2240
 CM2240  HORZ ORDER  -  SECOND
 CM2240
 CM2240.The horizontal coordinates were established by classical geodetic methods
 CM2240.and adjusted by the National Geodetic Survey in September 1997..
 CM2240
 CM2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2240
 CM2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2240
 CM2240.The geoid height was determined by GEOID03.
 CM2240
 CM2240;                    North         East     Units Scale Factor Converg.
 CM2240;SPC GA W     -   290,246.695   620,098.642   MT  0.99997870   -0 27 32.1
 CM2240;SPC GA W     -   952,251.03  2,034,440.29   sFT  0.99997870   -0 27 32.1
 CM2240;UTM  16      - 3,610,359.083   685,960.771   MT  1.00002644   +1 04 06.8
 CM2240
 CM2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2240!SPC GA W     -   0.99997400  x   0.99997870  =   0.99995270
 CM2240!UTM  16      -   0.99997400  x   1.00002644  =   1.00000044
 CM2240
 CM2240:                Primary Azimuth Mark                     Grid Az
 CM2240:SPC GA W     -  BV 072 232 AZ MK                         089 13 44.3
 CM2240:UTM  16      -  BV 072 232 AZ MK                         087 42 05.4
 CM2240
 CM2240|---------------------------------------------------------------------|
 CM2240| PID    Reference Object                     Distance      Geod. Az  |
 CM2240|                                                           dddmmss.s |
 CM2240| CY8451 BV 072 232 AZ MK                                   0884612.2 |
 CM2240| CM2090 FORTSON GA PWR MICROWAVE            APPROX.10.2 KM 0990750.8 |
 CM2240| CM1948 COLUMBUS TV STA WYEA MAST           APPROX.21.4 KM 1442800.2 |
 CM2240| CM2094 COLUMBUS DOUBLE CH ROAD TANK        APPROX. 7.9 KM 1462511.1 |
 CM2240| CM2238 PHENIX CITY BELL MICROWAVE          APPROX. 9.6 KM 1874853.0 |
 CM2240|---------------------------------------------------------------------|
 CM2240
 CM2240                          SUPERSEDED SURVEY CONTROL
 CM2240
 CM2240  NAD 83(1994)-  32 36 54.58504(N)    085 01 04.97857(W) AD(       ) 2
 CM2240  NAD 83(1986)-  32 36 54.58843(N)    085 01 04.97824(W) AD(       ) 2
 CM2240  NAD 27      -  32 36 54.10211(N)    085 01 05.21716(W) AD(       ) 2
 CM2240  NGVD 29 (07/19/86)  193.6    (m)          635.     (f) VERT ANG       
 CM2240
 CM2240.Superseded values are not recommended for survey control.
 CM2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2240.See file dsdata.txt to determine how the superseded data were derived.
 CM2240
 CM2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8596110359(NAD 83)
 CM2240_MARKER: DD = SURVEY DISK
 CM2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2240
 CM2240  HISTORY     - Date     Condition        Report By
 CM2240  HISTORY     - 1974     MONUMENTED       GADT
 CM2240
 CM2240                          STATION DESCRIPTION
 CM2240
 CM2240'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2240'THE STATION IS LOCATED APPROXIMATELY 9-1/2 MILES NORTH OF COLUMBUS,
 CM2240'9 MILES WEST OF CATAULA, AND 13 MILES SOUTHWEST OF HAMILTON ON
 CM2240'THE PROPERTY OF THE U.S. GOVERNMENT.
 CM2240'
 CM2240'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 103, 116,
 CM2240'AND 219, LOCATED ABOUT 8-1/2 MILES WEST OF HAMILTON, GO SOUTH ON
 CM2240'STATE ROUTE 103 FOR 8.1 MILES TO MULBERRY CREEK.  CONTINUE SOUTH
 CM2240'ON STATE ROUTE 103 FOR 1.85 MILES TO THE CROSSING OF OLD RIVER
 CM2240'ROAD (COUNTY ROAD 122) ON THE RIGHT AND CANNON ROAD (COUNTY ROAD
 CM2240'122) ON THE LEFT.  CONTINUE SOUTH ON STATE ROUTE 103 FOR 0.95
 CM2240'MILE TO THE JUNCTION OF A DRIVEWAY ON THE LEFT.  TURN LEFT,
 CM2240'TRAVELING IN A WESTERLY DIRECTION ON THE DRIVEWAY FOR
 CM2240'APPROXIMATELY 200 FEET TO THE JUNCTION OF A DIRT ROAD ON THE
 CM2240'RIGHT.  TURN RIGHT, TRAVELING IN A NORTHERLY DIRECTION FOR 0.15
 CM2240'MILE TO A LOCKED GATE.  GO THROUGH THE GATE, FOLLOWING A
 CM2240'GRAVEL ROAD FOR 0.35 MILE TO VORTAC COLUMBUS CSG AND THE STATION
 CM2240'ON THE RIGHT.
 CM2240'
 CM2240'THE STATION IS A STANDARD DISK STAMPED 072-232, SET IN THE TOP
 CM2240'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2240'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2240'072-232, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2240'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1 FOOT
 CM2240'EAST OF A WITNESS POST, 43.0 FEET SOUTH-SOUTHEAST OF A CONCRETE
 CM2240'SLAB (18 X 18 INCHES, IDENTIFYING AN UNDERGROUND CABLE), 84.0
 CM2240'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND THE
 CM2240'VORTAC STATION, AND 110.5 FEET SOUTH-SOUTHWEST OF THE
 CM2240'NORTHWEST CORNER OF THE FENCE.
 CM2240'
 CM2240'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 85 YARDS NORTHEAST OF
 CM2240'THE STATION.  NO OTHER LOCATION COULD BE FOUND FOR A MARK.  IT
 CM2240'IS A STANDARD DISK STAMPED 072-232 AZMK, SET IN THE TOP OF A
 CM2240'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2240'GROUND.  IT IS LOCATED 2.8 FEET SOUTHWEST OF A WITNESS POST,
 CM2240'12.0 FEET NORTHWEST OF A TWIN CEDAR TREE, 115.8 FEET EAST OF THE
 CM2240'SOUTHEAST CORNER OF A FENCE AROUND THE VORTAC STATION, AND
 CM2240'129.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2063 ***********************************************************************
 CM2063  DESIGNATION -  BV 072 233
 CM2063  PID         -  CM2063
 CM2063  STATE/COUNTY-  GA/HARRIS
 CM2063  USGS QUAD   -  WAVERLY HALL (1985)
 CM2063
 CM2063                         *CURRENT SURVEY CONTROL
 CM2063  ___________________________________________________________________
 CM2063* NAD 83(1994)-  32 41 21.94280(N)    084 42 37.84927(W)     ADJUSTED  
 CM2063* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 CM2063  ___________________________________________________________________
 CM2063  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CM2063  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CM2063
 CM2063  HORZ ORDER  -  SECOND
 CM2063
 CM2063.The horizontal coordinates were established by classical geodetic methods
 CM2063.and adjusted by the National Geodetic Survey in September 1997..
 CM2063
 CM2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2063
 CM2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2063
 CM2063.The geoid height was determined by GEOID03.
 CM2063
 CM2063;                    North         East     Units Scale Factor Converg.
 CM2063;SPC GA W     -   298,292.644   649,003.212   MT  0.99993206   -0 17 37.4
 CM2063;SPC GA W     -   978,648.45  2,129,271.37   sFT  0.99993206   -0 17 37.4
 CM2063;UTM  16      - 3,619,174.725   714,644.415   MT  1.00016814   +1 14 13.2
 CM2063
 CM2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2063!SPC GA W     -   0.99996836  x   0.99993206  =   0.99990042
 CM2063!UTM  16      -   0.99996836  x   1.00016814  =   1.00013649
 CM2063
 CM2063|---------------------------------------------------------------------|
 CM2063| PID    Reference Object                     Distance      Geod. Az  |
 CM2063|                                                           dddmmss.s |
 CM2063| CM2062 BV 072 233 GADT 1974 PTA             26.100 METERS 04514     |
 CM2063| CY8452 BV 072 233 AZ MK                                   0575630.6 |
 CM2063|---------------------------------------------------------------------|
 CM2063
 CM2063                          SUPERSEDED SURVEY CONTROL
 CM2063
 CM2063  NAD 83(1994)-  32 41 21.94688(N)    084 42 37.84901(W) AD(       ) 2
 CM2063  NAD 83(1986)-  32 41 21.94800(N)    084 42 37.84835(W) AD(       ) 2
 CM2063  NAD 27      -  32 41 21.45981(N)    084 42 38.11457(W) AD(       ) 2
 CM2063  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 CM2063
 CM2063.Superseded values are not recommended for survey control.
 CM2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2063.See file dsdata.txt to determine how the superseded data were derived.
 CM2063
 CM2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1464419175(NAD 83)
 CM2063_MARKER: DD = SURVEY DISK
 CM2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2063
 CM2063  HISTORY     - Date     Condition        Report By
 CM2063  HISTORY     - 1974     MONUMENTED       GADT
 CM2063
 CM2063                          STATION DESCRIPTION
 CM2063
 CM2063'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2063'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHEAST OF
 CM2063'WAVERLY HALL, 8-1/2 MILES SOUTH OF SHILOH, 9-1/2 MILES WEST OF
 CM2063'TALBOTTON ON STATE RIGHT OF WAY.
 CM2063'
 CM2063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 ALT
 CM2063'AND STATE ROUTE 208, IN WAVERLY HALL, TRAVEL EAST ON STATE ROUTE
 CM2063'208 FOR 1.35 MILE TO PIERCE ROAD (COUNTY ROAD 201) TO THE
 CM2063'RIGHT.  CONTINUE ON STATE ROUTE 208 FOR 0.05 MILE TO A SMALL LAKE
 CM2063'ON THE LEFT AND THE STATION ON THE RIGHT.
 CM2063'
 CM2063'THE STATION IS A STANDARD BRASS DISK STAMPED 072-233, SET IN THE
 CM2063'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2063'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2063'072-233, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2063'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 24 FEET
 CM2063'NORTHEAST OF A POWER POLE, 43.5 FEET SOUTHEAST OF THE CENTERLINE
 CM2063'OF STATE ROUTE 208, 6.5 FEET NORTHWEST OF A WITNESS POST ON A
 CM2063'FENCELINE, AND 58.9 FEET WEST OF A CORNER FENCE POST.
 CM2063'
 CM2063'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON STATE
 CM2063'ROUTE 208 FOR 0.45 MILE TO THE STATION ON THE RIGHT.  IT IS A
 CM2063'STANDARD DISK STAMPED 072-233 AZMK, SET IN THE TOP OF A 10 INCH
 CM2063'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM2063'IT IS LOCATED 16.7 FEET SOUTH OF A TALBOT-HARRIS COUNTY SIGN, 32.8
 CM2063'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 208, 4.8
 CM2063'FEET WEST OF O MILE POST, AND 7.7 FEET NORTH OF A WITNESS
 CM2063'POST SET ON A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2049 ***********************************************************************
 CM2049  DESIGNATION -  BV 072 234
 CM2049  PID         -  CM2049
 CM2049  STATE/COUNTY-  GA/HARRIS
 CM2049  USGS QUAD   -  UPATOI (1985)
 CM2049
 CM2049                         *CURRENT SURVEY CONTROL
 CM2049  ___________________________________________________________________
 CM2049* NAD 83(1994)-  32 35 59.66266(N)    084 41 40.78265(W)     ADJUSTED  
 CM2049* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 CM2049  ___________________________________________________________________
 CM2049  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CM2049  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CM2049
 CM2049  HORZ ORDER  -  SECOND
 CM2049
 CM2049.The horizontal coordinates were established by classical geodetic methods
 CM2049.and adjusted by the National Geodetic Survey in September 1997..
 CM2049
 CM2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2049
 CM2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2049
 CM2049.The geoid height was determined by GEOID03.
 CM2049
 CM2049;                    North         East     Units Scale Factor Converg.
 CM2049;SPC GA W     -   288,358.096   650,440.316   MT  0.99993028   -0 17 04.1
 CM2049;SPC GA W     -   946,054.85  2,133,986.27   sFT  0.99993028   -0 17 04.1
 CM2049;UTM  16      - 3,609,279.668   716,346.477   MT  1.00017720   +1 14 33.1
 CM2049
 CM2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2049!SPC GA W     -   0.99997569  x   0.99993028  =   0.99990598
 CM2049!UTM  16      -   0.99997569  x   1.00017720  =   1.00015289
 CM2049
 CM2049|---------------------------------------------------------------------|
 CM2049| PID    Reference Object                     Distance      Geod. Az  |
 CM2049|                                                           dddmmss.s |
 CM2049| CM2047 BV 072 234 GADT 1974 PTA             11.740 METERS 00044     |
 CM2049| CY8453 BV 072 234 AZ MK                                   2583307.4 |
 CM2049| CM2051 RIDGEWAY                            APPROX. 4.6 KM 3224415.8 |
 CM2049|---------------------------------------------------------------------|
 CM2049
 CM2049                          SUPERSEDED SURVEY CONTROL
 CM2049
 CM2049  NAD 83(1994)-  32 35 59.66679(N)    084 41 40.78186(W) AD(       ) 2
 CM2049  NAD 83(1986)-  32 35 59.66790(N)    084 41 40.78189(W) AD(       ) 2
 CM2049  NAD 27      -  32 35 59.17023(N)    084 41 41.05280(W) AD(       ) 2
 CM2049  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 CM2049
 CM2049.Superseded values are not recommended for survey control.
 CM2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2049.See file dsdata.txt to determine how the superseded data were derived.
 CM2049
 CM2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1634609280(NAD 83)
 CM2049_MARKER: DD = SURVEY DISK
 CM2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2049
 CM2049  HISTORY     - Date     Condition        Report By
 CM2049  HISTORY     - 1974     MONUMENTED       GADT
 CM2049
 CM2049                          STATION DESCRIPTION
 CM2049
 CM2049'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2049'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHEAST OF
 CM2049'WAVERLY HALL, 8-1/2 MILES NORTHWEST OF GENEVA, AND 10-1/2 MILES
 CM2049'SOUTHWEST OF TALBOTTON ON THE PROPERTY OF THE GEORGIA KRAFT
 CM2049'COMPANY.
 CM2049'
 CM2049'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM2049'AND U.S. HIGHWAY 27 ALT, LOCATED IN WAVERLY HALL, TRAVEL SOUTH
 CM2049'ON U.S. HIGHWAY 27 ALT FOR 0.5 MILE TO THE JUNCTION OF RIDGEWAY
 CM2049'ROAD (COUNTY ROAD 200) ON THE LEFT.  TURN LEFT, TRAVELING
 CM2049'SOUTHEASTERLY ON RIDGEWAY ROAD FOR 3.8 MILES TO THE JUNCTION OF
 CM2049'STATE ROUTE 315 CROSSING.  CONTINUE TRAVELING ON RIDGEWAY ROAD
 CM2049'IN A SOUTHEASTERLY DIRECTION FOR 2.1 MILES TO A BRIDGE OVER A
 CM2049'CREEK.  CONTINUE TRAVELING IN A SOUTHEASTERLY DIRECTION FOR
 CM2049'1.1 MILES TO THE JUNCTION OF A ROAD FORKING TO THE RIGHT.
 CM2049'TURN RIGHT, TRAVELING WESTERLY FOR 0.50 MILE TO THE
 CM2049'JUNCTION OF A TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 CM2049'TRAVELING NORTHERLY ON THE TRACK ROAD UP A HILL FOR
 CM2049'APPROXIMATELY 150 FEET TO THE STATION ON THE LEFT.
 CM2049'
 CM2049'THE STATION IS A STANDARD BRASS DISK STAMPED 072-234, SET IN
 CM2049'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2049'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2049'STAMPED 072-234, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2049'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2049'LOCATED 62.0 FEET SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD
 CM2049'RUNNING EAST AND WEST, 60.0 FEET SOUTHEAST OF A 14 INCH TWIN
 CM2049'OAK, 49.0 FEET NORTHEAST OF A 10 INCH TWIN OAK TREE, 16.0
 CM2049'FEET EAST OF THE CENTERLINE OF A WOODS ROAD RUNNING
 CM2049'SOUTHWEST AND NORTHEAST, AND 2.8 FEET WEST OF A WITNESS POST.
 CM2049'
 CM2049'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON THE
 CM2049'TRACK ROAD, TRAVELING AROUND A SHARP CURVE TO THE RIGHT AND IN
 CM2049'A SOUTHWESTERLY DIRECTION FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 CM2049'IT IS A STANDARD DISK STAMPED 072-234 AZMK, SET IN THE TOP OF A 10
 CM2049'INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF
 CM2049'THE GROUND.  IT IS LOCATED 14.0 FEET EAST OF THE CENTERLINE OF
 CM2049'THE TRACK ROAD, 1.8 FEET SOUTHEAST OF A WITNESS POST, AND
 CM2049'114.0 FEET SOUTHWEST OF TWO 14 INCH FORKED OAK TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2053 ***********************************************************************
 CM2053  DESIGNATION -  BV 072 235
 CM2053  PID         -  CM2053
 CM2053  STATE/COUNTY-  GA/HARRIS
 CM2053  USGS QUAD   -  WAVERLY HALL (1985)
 CM2053
 CM2053                         *CURRENT SURVEY CONTROL
 CM2053  ___________________________________________________________________
 CM2053* NAD 83(1994)-  32 39 39.00150(N)    084 44 53.80712(W)     ADJUSTED  
 CM2053* NAVD 88     -       210.1    (meters)     689.     (feet)  VERTCON   
 CM2053  ___________________________________________________________________
 CM2053  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CM2053  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CM2053
 CM2053  HORZ ORDER  -  SECOND
 CM2053
 CM2053.The horizontal coordinates were established by classical geodetic methods
 CM2053.and adjusted by the National Geodetic Survey in September 1997..
 CM2053
 CM2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2053
 CM2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2053
 CM2053.The geoid height was determined by GEOID03.
 CM2053
 CM2053;                    North         East     Units Scale Factor Converg.
 CM2053;SPC GA W     -   295,140.551   645,444.442   MT  0.99993669   -0 18 50.0
 CM2053;SPC GA W     -   968,306.96  2,117,595.64   sFT  0.99993669   -0 18 50.0
 CM2053;UTM  16      - 3,615,928.000   711,170.302   MT  1.00014990   +1 12 56.2
 CM2053
 CM2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2053!SPC GA W     -   0.99997132  x   0.99993669  =   0.99990802
 CM2053!UTM  16      -   0.99997132  x   1.00014990  =   1.00012122
 CM2053
 CM2053:                Primary Azimuth Mark                     Grid Az
 CM2053:SPC GA W     -  BV 072 235 AZ MK                         133 25 27.0
 CM2053:UTM  16      -  BV 072 235 AZ MK                         131 53 40.8
 CM2053
 CM2053|---------------------------------------------------------------------|
 CM2053| PID    Reference Object                     Distance      Geod. Az  |
 CM2053|                                                           dddmmss.s |
 CM2053| CY8454 BV 072 235 AZ MK                                   1330637.0 |
 CM2053| CM2052 ELLERSLIE CABLEVISION MAST          APPROX. 3.4 KM 1610117.6 |
 CM2053| CM2054 BV 072 235 GADT 1974 PTA             29.936 METERS 18540     |
 CM2053|---------------------------------------------------------------------|
 CM2053
 CM2053                          SUPERSEDED SURVEY CONTROL
 CM2053
 CM2053  NAD 83(1994)-  32 39 39.00541(N)    084 44 53.80668(W) AD(       ) 2
 CM2053  NAD 83(1986)-  32 39 39.00676(N)    084 44 53.80623(W) AD(       ) 2
 CM2053  NAD 27      -  32 39 38.51671(N)    084 44 54.06966(W) AD(       ) 2
 CM2053  NGVD 29 (07/19/86)  210.1    (m)          689.     (f) VERT ANG       
 CM2053
 CM2053.Superseded values are not recommended for survey control.
 CM2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2053.See file dsdata.txt to determine how the superseded data were derived.
 CM2053
 CM2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1117015928(NAD 83)
 CM2053_MARKER: DD = SURVEY DISK
 CM2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2053
 CM2053  HISTORY     - Date     Condition        Report By
 CM2053  HISTORY     - 1974     MONUMENTED       GADT
 CM2053
 CM2053                          STATION DESCRIPTION
 CM2053
 CM2053'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2053'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHWEST
 CM2053'OF WAVERLY HALL, 10 MILES SOUTHEAST OF HAMILTON, AND 12-1/4
 CM2053'MILES WEST OF TALBOTTON ON COUNTY RIGHT OF WAY.
 CM2053'
 CM2053'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM2053'AND U.S. HIGHWAY 27, LOCATED IN WAVERLY HALL, TRAVEL SOUTH ON
 CM2053'U.S. HIGHWAY 27 FOR 0.5 MILE TO THE JUNCTION OF RIDGEWAY ROAD
 CM2053'(COUNTY ROAD 200) ON THE LEFT.  CONTINUE TRAVELING SOUTH ON
 CM2053'U.S. HIGHWAY 27 FOR 1.2 MILES TO THE JUNCTION OF TWIN LAKES ROAD
 CM2053'(COUNTY ROAD 194) ON THE LEFT.  TURN LEFT, TRAVELING SOUTHEAST
 CM2053'ON TWIN LAKES ROAD FOR 0.95 MILE TO THE STATION ON THE RIGHT.
 CM2053'
 CM2053'THE STATION IS A STANDARD BRASS DISK STAMPED 072-235, SET IN
 CM2053'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2053'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM2053'DISK STAMPED 072-235, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2053'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2053'LOCATED 21.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 CM2053'2.0 FEET NORTHEAST OF A WITNESS POST SET IN A FENCELINE
 CM2053'PARALLEL WITH THE ROAD, 50.5 FEET SOUTHWEST OF A POWER POLE,
 CM2053'AND 175.5 FEET EAST OF THE INTERSECTION OF THE FENCELINE AND
 CM2053'A FENCELINE RUNNING SOUTHWESTERLY.
 CM2053'
 CM2053'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2053'SOUTHEAST ON TWIN LAKES ROAD FOR 0.15 MILE TO THE MARK ON THE
 CM2053'RIGHT.  IT IS A STANDARD DISK STAMPED 072-235 AZMK, SET IN THE
 CM2053'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2053'SURFACE OF THE GROUND.  IT IS LOCATED 28.0 FEET SOUTHWEST OF THE
 CM2053'CENTERLINE OF THE COUNTY ROAD, 1.3 FEET NORTHWEST OF A WITNESS
 CM2053'POST SET ON A FENCELINE PARALLEL WITH THE ROAD, 48.2 FEET EAST
 CM2053'OF THE JUNCTION OF THE FENCELINE AND A FENCELINE RUNNING
 CM2053'SOUTHWESTERLY, AND 48.2 FEET EAST OF AN UNDERGROUND TELEPHONE
 CM2053'MARKER LOCATED AT THE JUNCTION OF THE FENCELINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2064 ***********************************************************************
 CM2064  DESIGNATION -  BV 072 236
 CM2064  PID         -  CM2064
 CM2064  STATE/COUNTY-  GA/HARRIS
 CM2064  USGS QUAD   -  WAVERLY HALL (1985)
 CM2064
 CM2064                         *CURRENT SURVEY CONTROL
 CM2064  ___________________________________________________________________
 CM2064* NAD 83(1994)-  32 43 39.96274(N)    084 42 36.66884(W)     ADJUSTED  
 CM2064* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 CM2064  ___________________________________________________________________
 CM2064  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CM2064  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CM2064
 CM2064  HORZ ORDER  -  SECOND
 CM2064
 CM2064.The horizontal coordinates were established by classical geodetic methods
 CM2064.and adjusted by the National Geodetic Survey in September 1997..
 CM2064
 CM2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2064
 CM2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2064
 CM2064.The geoid height was determined by GEOID03.
 CM2064
 CM2064;                    North         East     Units Scale Factor Converg.
 CM2064;SPC GA W     -   302,543.895   649,055.753   MT  0.99993199   -0 17 37.9
 CM2064;SPC GA W     -   992,596.10  2,129,443.75   sFT  0.99993199   -0 17 37.9
 CM2064;UTM  16      - 3,623,426.865   714,583.300   MT  1.00016781   +1 14 18.4
 CM2064
 CM2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2064!SPC GA W     -   0.99996838  x   0.99993199  =   0.99990037
 CM2064!UTM  16      -   0.99996838  x   1.00016781  =   1.00013618
 CM2064
 CM2064|---------------------------------------------------------------------|
 CM2064| PID    Reference Object                     Distance      Geod. Az  |
 CM2064|                                                           dddmmss.s |
 CM2064| CM2059 BV 072 236 GADT 1974 PTA             29.932 METERS 14434     |
 CM2064| CY8455 BV 072 236 AZ MK                                   3453228.6 |
 CM2064|---------------------------------------------------------------------|
 CM2064
 CM2064                          SUPERSEDED SURVEY CONTROL
 CM2064
 CM2064  NAD 83(1994)-  32 43 39.96689(N)    084 42 36.66826(W) AD(       ) 2
 CM2064  NAD 83(1986)-  32 43 39.96810(N)    084 42 36.66798(W) AD(       ) 2
 CM2064  NAD 27      -  32 43 39.48296(N)    084 42 36.93499(W) AD(       ) 2
 CM2064  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 CM2064
 CM2064.Superseded values are not recommended for survey control.
 CM2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2064.See file dsdata.txt to determine how the superseded data were derived.
 CM2064
 CM2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1458323427(NAD 83)
 CM2064_MARKER: DD = SURVEY DISK
 CM2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2064
 CM2064  HISTORY     - Date     Condition        Report By
 CM2064  HISTORY     - 1974     MONUMENTED       GADT
 CM2064
 CM2064                          STATION DESCRIPTION
 CM2064
 CM2064'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2064'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH-NORTHWEST
 CM2064'OF WAVERLY HALL, 9-3/4 MILES EAST-SOUTHEAST OF HAMILTON, AND
 CM2064'10-1/2 MILES WEST-NORTHWEST OF TALBOTTON ON THE PROPERTY OF
 CM2064'MRS. WILLIAM L. LOWMAN, TELEPHONE NUMBER 582-2647.  THE PROPERTY
 CM2064'OWNER MUST BE CONTACTED BEFORE GOING TO THE STATION.
 CM2064'
 CM2064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 ALT
 CM2064'(STATE ROUTE 85) AND STATE ROUTE 208 IN WAVERLY HALL, GO NORTH
 CM2064'ALONG U.S. HIGHWAY 27 ALT FOR 1.5 MILES TO MULBERRY CREEK
 CM2064'BRIDGE.  CONTINUE ALONG STATE ROUTE 85 AND U.S. HIGHWAY 27 ALT FOR
 CM2064'2.3 MILES IN A NORTHERLY DIRECTION TO ALABAMA ROAD (COUNTY ROAD
 CM2064'203) REVERSE FORKING TO THE RIGHT.  TURN RIGHT, GOING SOUTH FOR
 CM2064'0.3 MILE ALONG ALABAMA ROAD TO THE AZIMUTH MARK IN A PASTURE ON
 CM2064'THE RIGHT.  CONTINUE ALONG ALABAMA ROAD FOR 0.2 MILE TO A
 CM2064'DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CM2064'
 CM2064'THE STATION IS LOCATED 4.4 FEET NORTHWEST OF A WITNESS POST SET
 CM2064'IN A FENCELINE, 12.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CM2064'LOWMAN DRIVEWAY, 31.0 FEET SOUTHWEST OF THE SOUTHWESTERN GATE
 CM2064'POST OF A GATE ON THE SOUTHEAST SIDE OF THE DRIVEWAY, AND 42.0
 CM2064'FEET SOUTH OF THE SOUTHEASTERN GATE POST OF A GATE ON THE
 CM2064'NORTHWEST SIDE OF THE DRIVEWAY.  IT IS A STANDARD BRASS DISK
 CM2064'STAMPED 072-236, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM2064'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 CM2064'UNDERGROUND MARK IS A STANDARD DISK STAMPED 072-236, SET IN AN
 CM2064'IRREGULAR MASS OF CONCRETE ABOUT 31 INCHES BELOW THE GROUND
 CM2064'SURFACE.
 CM2064'
 CM2064'THE AZIMUTH MARK IS LOCATED 56.0 FEET WEST OF THE CENTERLINE OF
 CM2064'ALABAMA ROAD, 5.5 FEET NORTH OF A WITNESS POST SET ON A
 CM2064'POWER POLE, 31.0 FEET WEST OF A FENCE, 610.0 FEET NORTHWEST OF A
 CM2064'PULL POST IN THE FENCELINE, AND 133.0 FEET SOUTHWEST OF ANOTHER
 CM2064'PULL POST IN THE FENCELINE.  THE MARK IS A STANDARD DISK STAMPED
 CM2064'072-236 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2064'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1468 ***********************************************************************
 ED1468  DESIGNATION -  BV 073 200
 ED1468  PID         -  ED1468
 ED1468  STATE/COUNTY-  GA/HART
 ED1468  USGS QUAD   -  LAVONIA (1985)
 ED1468
 ED1468                         *CURRENT SURVEY CONTROL
 ED1468  ___________________________________________________________________
 ED1468* NAD 83(1994)-  34 25 09.72490(N)    083 04 01.52168(W)     ADJUSTED  
 ED1468* NAVD 88     -       258.     (meters)     846.     (feet)  VERTCON   
 ED1468  ___________________________________________________________________
 ED1468  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED1468  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 ED1468
 ED1468  HORZ ORDER  -  SECOND
 ED1468
 ED1468.The horizontal coordinates were established by classical geodetic methods
 ED1468.and adjusted by the National Geodetic Survey in September 1997..
 ED1468
 ED1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1468
 ED1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1468
 ED1468.The geoid height was determined by GEOID03.
 ED1468
 ED1468;                    North         East     Units Scale Factor Converg.
 ED1468;SPC GA E     -   490,385.562   117,232.698   MT  0.99998441   -0 30 32.4
 ED1468;SPC GA E     - 1,608,873.30    384,620.94   sFT  0.99998441   -0 30 32.4
 ED1468;UTM  17      - 3,810,593.691   310,036.971   MT  1.00004482   -1 10 07.5
 ED1468
 ED1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1468!SPC GA E     -   0.99996427  x   0.99998441  =   0.99994868
 ED1468!UTM  17      -   0.99996427  x   1.00004482  =   1.00000908
 ED1468
 ED1468|---------------------------------------------------------------------|
 ED1468| PID    Reference Object                     Distance      Geod. Az  |
 ED1468|                                                           dddmmss.s |
 ED1468| ED1467 BV 073 200 GADT 1975 PTA             27.074 METERS 15930     |
 ED1468| ED2842 BV 073 200 AZ MK                                   3094032.1 |
 ED1468|---------------------------------------------------------------------|
 ED1468
 ED1468                          SUPERSEDED SURVEY CONTROL
 ED1468
 ED1468  NAD 83(1986)-  34 25 09.73283(N)    083 04 01.52148(W) AD(       ) 2
 ED1468  NAD 27      -  34 25 09.35994(N)    083 04 01.98664(W) AD(       ) 2
 ED1468  NGVD 29 (07/19/86)  258.     (m)          846.     (f) VERT ANG       
 ED1468
 ED1468.Superseded values are not recommended for survey control.
 ED1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1468.See file dsdata.txt to determine how the superseded data were derived.
 ED1468
 ED1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1003710594(NAD 83)
 ED1468_MARKER: DD = SURVEY DISK
 ED1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1468
 ED1468  HISTORY     - Date     Condition        Report By
 ED1468  HISTORY     - 1975     MONUMENTED       GADT
 ED1468
 ED1468                          STATION DESCRIPTION
 ED1468
 ED1468'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1468'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST
 ED1468'OF LAVONIA, 3-1/2 MILES NORTH OF BOWERSVILLE, AND 9.0 MILES
 ED1468'NORTHWEST OF HARTWELL ON COUNTY RIGHT OF WAY.
 ED1468'
 ED1468'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 366 AND
 ED1468'STATE ROUTE 77, LOCATED APPROXIMATELY 5 MILES EAST-SOUTHEAST OF
 ED1468'LAVONIA, GO WEST ALONG STATE ROUTE 77 FOR 2.0 MILES TO THE
 ED1468'JUNCTION OF COUNTY ROAD 196 CROSSING.  CONTINUE GOING WEST ALONG
 ED1468'STATE ROUTE 77 FOR 0.55 MILE TO THE JUNCTION OF COUNTY ROAD 198
 ED1468'CROSSING AND THE STATION ON THE LEFT.
 ED1468'
 ED1468'THE STATION IS LOCATED 37 FEET NORTHWEST OF THE CENTERLINE OF
 ED1468'COUNTY ROAD 198, 102 FEET WEST-SOUTHWEST OF THE POINT OF
 ED1468'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 77 AND COUNTY ROAD
 ED1468'198, 103.0 FEET WEST OF A TELEPHONE POLE IN THE SOUTH QUADRANT OF
 ED1468'THE INTERSECTION, 9.0 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE,
 ED1468'AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1468'BRASS DISK STAMPED 073-200 1975, SET IN THE TOP OF A 10 INCH
 ED1468'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1468'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1468'073-200 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1468'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1468'
 ED1468'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 ED1468'ALONG STATE ROUTE 77 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 ED1468'RIGHT.  IT IS LOCATED 30 FEET NORTHEAST OF THE CENTERLINE OF STATE
 ED1468'ROUTE 77, 132 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 ED1468'CENTERLINES OF A DRIVEWAY TO THE NORTHEAST AND STATE ROUTE 77,
 ED1468'72.0 FEET EAST OF A FIRE HYDRANT ON THE SOUTHWEST SIDE OF THE
 ED1468'ROAD, 89.0 FEET EAST-NORTHEAST OF A POWER POLE ON THE SOUTHWEST
 ED1468'SIDE OF THE ROAD, 125.0 FEET NORTH-NORTHWEST OF A POWER POLE
 ED1468'ON THE SOUTHWEST SIDE OF THE ROAD, AND 3.0 FEET SOUTHWEST OF A
 ED1468'WITNESS POST.  IT IS A STANDARD DISK STAMPED 073-200 1975 AZMK,
 ED1468'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1468'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1460 ***********************************************************************
 ED1460  DESIGNATION -  BV 073 201
 ED1460  PID         -  ED1460
 ED1460  STATE/COUNTY-  GA/HART
 ED1460  USGS QUAD   -  LAVONIA (1985)
 ED1460
 ED1460                         *CURRENT SURVEY CONTROL
 ED1460  ___________________________________________________________________
 ED1460* NAD 83(1994)-  34 23 11.33691(N)    083 00 58.21344(W)     ADJUSTED  
 ED1460* NAVD 88     -       283.1    (meters)     929.     (feet)  VERTCON   
 ED1460  ___________________________________________________________________
 ED1460  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 ED1460  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ED1460
 ED1460  HORZ ORDER  -  SECOND
 ED1460
 ED1460.The horizontal coordinates were established by classical geodetic methods
 ED1460.and adjusted by the National Geodetic Survey in September 1997..
 ED1460
 ED1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1460
 ED1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1460
 ED1460.The geoid height was determined by GEOID03.
 ED1460
 ED1460;                    North         East     Units Scale Factor Converg.
 ED1460;SPC GA E     -   486,697.390   121,882.762   MT  0.99997519   -0 28 47.3
 ED1460;SPC GA E     - 1,596,773.02    399,877.03   sFT  0.99997519   -0 28 47.3
 ED1460;UTM  17      - 3,806,852.039   314,644.527   MT  1.00002350   -1 08 20.4
 ED1460
 ED1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1460!SPC GA E     -   0.99996029  x   0.99997519  =   0.99993548
 ED1460!UTM  17      -   0.99996029  x   1.00002350  =   0.99998379
 ED1460
 ED1460:                Primary Azimuth Mark                     Grid Az
 ED1460:SPC GA E     -  HARTWELL DUNLOP TANK                     140 51 49.8
 ED1460:UTM  17      -  HARTWELL DUNLOP TANK                     141 31 22.9
 ED1460
 ED1460|---------------------------------------------------------------------|
 ED1460| PID    Reference Object                     Distance      Geod. Az  |
 ED1460|                                                           dddmmss.s |
 ED1460| ED2493 HARTWELL DUNLOP TANK                APPROX. 7.6 KM 1402302.5 |
 ED1460| ED1482 AIR LINE HART LOT                   APPROX. 3.0 KM 2044626.8 |
 ED1460| ED2843 BV 073 201 AZ MK                                   3020837.5 |
 ED1460| ED1461 HARTWELL CABLEVISION MAST           APPROX. 0.7 KM 3155040.9 |
 ED1460|---------------------------------------------------------------------|
 ED1460
 ED1460                          SUPERSEDED SURVEY CONTROL
 ED1460
 ED1460  NAD 83(1986)-  34 23 11.34477(N)    083 00 58.21248(W) AD(       ) 2
 ED1460  NAD 27      -  34 23 10.97608(N)    083 00 58.69237(W) AD(       ) 2
 ED1460  NGVD 29 (07/19/86)  283.2    (m)          929.     (f) VERT ANG       
 ED1460
 ED1460.Superseded values are not recommended for survey control.
 ED1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1460.See file dsdata.txt to determine how the superseded data were derived.
 ED1460
 ED1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1464506852(NAD 83)
 ED1460_MARKER: DD = SURVEY DISK
 ED1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1460
 ED1460  HISTORY     - Date     Condition        Report By
 ED1460  HISTORY     - 1975     MONUMENTED       GADT
 ED1460  HISTORY     - 1978     GOOD             NGS
 ED1460
 ED1460                          STATION DESCRIPTION
 ED1460
 ED1460'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1460'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH-NORTHEAST OF
 ED1460'AIRLINE, 4 MILES EAST-NORTHEAST OF BOWERSVILLE, AND 5-1/2 MILES
 ED1460'WEST-NORTHWEST OF HARTWELL ON STATE RIGHT OF WAY.
 ED1460'
 ED1460'TO REACH THE STATION FROM THE JUNCTION OF WEST HOWELL STREET
 ED1460'(U.S. HIGHWAY 29, STATE ROUTE 8, AND STATE ROUTE 77) AND CAROLINA
 ED1460'STREET AT THE NORTHWEST CORNER OF THE COURTHOUSE IN HARTWELL, GO
 ED1460'WESTERLY ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) AND STATE ROUTE 77
 ED1460'FOR 0.35 MILE TO THE JUNCTION OF STATE ROUTE 51 AND THE BEGINNING
 ED1460'OF STATE ROUTE 366 TO THE RIGHT.  CONTINUE GOING WEST ALONG
 ED1460'STATE ROUTE 51, STATE ROUTE 77, AND STATE ROUTE 366 FOR 1.85
 ED1460'MILES TO THE JUNCTION OF STATE ROUTE 77 AND STATE ROUTE 366
 ED1460'FORKING TO THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG
 ED1460'STATE ROUTE 77 AND STATE ROUTE 366 FOR 2.05 MILES TO THE
 ED1460'JUNCTION OF PAVED COUNTY ROAD 185 TO THE LEFT.  CONTINUE
 ED1460'GOING NORTHWEST ALONG STATE ROUTE 77 AND STATE ROUTE 366 FOR 1.3
 ED1460'MILES TO THE JUNCTION OF COUNTY ROAD 219 TO THE RIGHT AND THE
 ED1460'STATION ON THE RIGHT.
 ED1460'
 ED1460'THE STATION IS LOCATED 25.5 FEET NORTHEAST OF THE CENTERLINE OF
 ED1460'STATE ROUTES 366 AND 77, 36.6 FEET NORTH OF THE POINT OF
 ED1460'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD,
 ED1460'60.0 FEET NORTHWEST OF THE EASTERNMOST END OF AN 18 INCH CONCRETE
 ED1460'CULVERT PIPE UNDER THE COUNTY ROAD, 113.0 FEET NORTHWEST OF A
 ED1460'POWER POLE LOCATED ON THE NORTHEAST SIDE OF THE HIGHWAY, 76.5
 ED1460'FEET WEST-NORTHWEST OF A TELEPHONE POLE ON THE SOUTHEAST SIDE OF
 ED1460'THE COUNTY ROAD, 20.5 FEET WEST OF A TELEPHONE POLE ON THE
 ED1460'NORTHWEST SIDE OF THE COUNTY ROAD, AND 2.5 FEET NORTHEAST OF A
 ED1460'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 073-206
 ED1460'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1460'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1460'STATION IS A STANDARD DISK STAMPED 073-206 1975, SET IN AN
 ED1460'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW
 ED1460'THE SURFACE OF THE GROUND.
 ED1460'
 ED1460'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1460'NORTHWEST ALONG STATE ROUTES 366 AND 77 FOR 0.2 MILE TO THE MARK
 ED1460'ON THE RIGHT.  IT IS LOCATED 22 FEET NORTHEAST OF THE CENTERLINE
 ED1460'OF STATE ROUTES 366 AND 77, 14.8 FEET EAST-SOUTHEAST OF A HIGHWAY
 ED1460'CURVE TO THE RIGHT ARROW WARNING SIGN, 300.0 FEET NORTH-NORTHWEST
 ED1460'OF THE SOUTHERNMOST END OF AN 18 INCH CONCRETE PIPE CULVERT
 ED1460'UNDER THE HIGHWAY, 296.0 FEET NORTH-NORTHWEST OF THE NORTH
 ED1460'CORNER OF A FENCE ON THE SOUTHWEST SIDE OF THE HIGHWAY, 96.3
 ED1460'FEET NORTHEAST OF A POWER POLE LOCATED ON THE SOUTHWEST SIDE OF
 ED1460'THE HIGHWAY, AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST SET
 ED1460'AT ANOTHER POWER POLE.  IT IS A STANDARD DISK STAMPED 073-206
 ED1460'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1460'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 ED1460
 ED1460                          STATION RECOVERY (1978)
 ED1460
 ED1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ED1460'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ED1460'AZIMUTH MARK WAS FOUND DESTROYED.  A NEW AZIMUTH MARK WAS SET AND
 ED1460'TIED FROM THE HARTWELL DUNLOP TANK.  DUE TO CHANGES, A COMPLETE
 ED1460'NEW DESCRIPTION FOLLOWS.
 ED1460'
 ED1460'STATION IS ABOUT 5-1/2 MILES WEST-NORTHWEST OF HARTWELL, 4 MILES
 ED1460'EAST-NORTHEAST OF BOWERSVILLE AND ON THE NORTHEAST RIGHT-OF-WAY
 ED1460'OF STATE ROUTES 77 AND 366.
 ED1460'
 ED1460'TO REACH THE STATION FROM THE JUNCTION OF WEST HOWELL STREET
 ED1460'(U.S. HIGHWAY 29, STATE ROUTE 8, AND STATE ROUTE 77) AND CAROLINA
 ED1460'STREET AT THE NORTHWEST CORNER OF THE COURT HOUSE IN HARTWELL, GO
 ED1460'WESTERLY ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) AND STATE ROUTE 77
 ED1460'FOR 0.35 MILE TO THE JUNCTION OF STATE ROUTE 51 AND THE BEGINNING
 ED1460'OF STATE ROUTE 366 TO THE RIGHT.  CONTINUE GOING WEST ALONG
 ED1460'STATE ROUTE 51, 77, AND 366 FOR 1.85 MILES TO THE JUNCTION OF
 ED1460'STATE ROUTES 77 AND 366 TO RIGHT.  TURN RIGHT GOING
 ED1460'NORTHWESTERLY ALONG STATE ROUTE 77 AND 366 FOR 2.05 MILES TO THE
 ED1460'JUNCTION OF COUNTY ROAD 185 TO THE LEFT.  CONTINUE NORTHWEST
 ED1460'ALONG STATE ROUTE 77 AND 366 FOR 1.3 MILES TO COUNTY ROAD 219
 ED1460'AND STATION ON RIGHT.
 ED1460'
 ED1460'STATION MARK, A STANDARD BRASS DISK STAMPED 073-201 1975, IS SET
 ED1460'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT 2-INCHES BELOW
 ED1460'GROUND LEVEL.  IT IS 25.5 FEET NORTHEAST OF THE CENTER OF STATE
 ED1460'ROUTE 366 AND 77, 36.6 FEET NORTH OF THE CENTER OF INTERSECTION
 ED1460'OF STATE ROUTE AND COUNTY ROAD, 62 FEET NORTHWEST OF THE EASTERN
 ED1460'MOST END OF AN 18-INCH CONCRETE CULVERT UNDER COUNTY ROAD, 113
 ED1460'FEET NORTHWEST OF A POWERLINE POLE LOCATED ON THE NORTHEAST
 ED1460'SIDE OF THE HIGHWAY, 76.5 FEET WEST-NORTHWEST OF A TELEPHONE
 ED1460'POLE ON THE SOUTHEAST SIDE OF COUNTY ROAD, 20.5 FEET WEST OF A
 ED1460'TELEPHONE POLE ON THE NORTHWEST SIDE OF THE COUNTY ROAD AND 2.5
 ED1460'FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 ED1460'MARK IS A STANDARD DISK STAMPED 073-201 1975, SET IN AN
 ED1460'IRREGULAR MASS OF CONCRETE 0.69 METERS BELOW THE GROUND SURFACE.
 ED1460'
 ED1460'AZIMUTH MARK, A STANDARD BRASS DISK STAMPED 073-201 1975 1978
 ED1460'AZ MK, IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 ED1460'SET 2-INCHES BELOW THE GROUND SURFACE.  IT IS 25.5 FEET NORTHEAST
 ED1460'OF THE CENTER OF HIGHWAY, 16.5 FEET SOUTHEAST OF A CURVE SIGN, 11
 ED1460'FEET SOUTHEAST OF A TELEPHONE POLE, 2.1 FEET SOUTHWEST OF A METAL
 ED1460'WITNESS POST AND 1 FOOT LOWER IN ELEVATION THAN THE HIGHWAY.
 ED1460'
 ED1460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1460'2 MILES NNE OF AIRLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2505 ***********************************************************************
 ED2505  DESIGNATION -  BV 073 202
 ED2505  PID         -  ED2505
 ED2505  STATE/COUNTY-  GA/HART
 ED2505  USGS QUAD   -  REED CREEK (1981)
 ED2505
 ED2505                         *CURRENT SURVEY CONTROL
 ED2505  ___________________________________________________________________
 ED2505* NAD 83(1994)-  34 28 01.70474(N)    082 59 17.56371(W)     ADJUSTED  
 ED2505* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 ED2505  ___________________________________________________________________
 ED2505  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 ED2505  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 ED2505
 ED2505  HORZ ORDER  -  SECOND
 ED2505
 ED2505.The horizontal coordinates were established by classical geodetic methods
 ED2505.and adjusted by the National Geodetic Survey in September 1997..
 ED2505
 ED2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2505
 ED2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2505
 ED2505.The geoid height was determined by GEOID03.
 ED2505
 ED2505;                    North         East     Units Scale Factor Converg.
 ED2505;SPC GA E     -   495,623.026   124,526.297   MT  0.99997019   -0 27 53.9
 ED2505;SPC GA E     - 1,626,056.54    408,550.03   sFT  0.99997019   -0 27 53.9
 ED2505;UTM  17      - 3,815,747.034   317,390.804   MT  1.00001104   -1 07 31.8
 ED2505
 ED2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2505!SPC GA E     -   0.99996680  x   0.99997019  =   0.99993699
 ED2505!UTM  17      -   0.99996680  x   1.00001104  =   0.99997784
 ED2505
 ED2505:                Primary Azimuth Mark                     Grid Az
 ED2505:SPC GA E     -  BV 073 202 AZ MK                         168 23 31.4
 ED2505:UTM  17      -  BV 073 202 AZ MK                         169 03 09.3
 ED2505
 ED2505|---------------------------------------------------------------------|
 ED2505| PID    Reference Object                     Distance      Geod. Az  |
 ED2505|                                                           dddmmss.s |
 ED2505| ED3021 BV 073 202 AZ MK                                   1675537.5 |
 ED2505| ED2506 BV 073 202 GADT 1975 PTA             24.431 METERS 22144     |
 ED2505|---------------------------------------------------------------------|
 ED2505
 ED2505                          SUPERSEDED SURVEY CONTROL
 ED2505
 ED2505  NAD 83(1986)-  34 28 01.71271(N)    082 59 17.56365(W) AD(       ) 2
 ED2505  NAD 27      -  34 28 01.34072(N)    082 59 18.03459(W) AD(       ) 2
 ED2505  NGVD 29 (07/19/86)  242.     (m)          794.     (f) VERT ANG       
 ED2505
 ED2505.Superseded values are not recommended for survey control.
 ED2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2505.See file dsdata.txt to determine how the superseded data were derived.
 ED2505
 ED2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1739115747(NAD 83)
 ED2505_MARKER: DD = SURVEY DISK
 ED2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2505
 ED2505  HISTORY     - Date     Condition        Report By
 ED2505  HISTORY     - 1975     MONUMENTED       GADT
 ED2505
 ED2505                          STATION DESCRIPTION
 ED2505
 ED2505'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2505'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST-NORTHWEST
 ED2505'OF REED CREEK, 7 MILES EAST-NORTHEAST OF LAVONIA, AND 8-1/2
 ED2505'MILES NORTHEAST OF BOWERSVILLE ON THE PROPERTY OF MR. HUGH MERRITT.
 ED2505'
 ED2505'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59 AND
 ED2505'STATE ROUTE 366, LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 ED2505'LAVONIA, GO SOUTH ALONG STATE ROUTE 366 FOR 0.9 MILE TO THE
 ED2505'JUNCTION OF COUNTY ROAD 253 TO THE LEFT.  TURN LEFT, GOING EAST
 ED2505'ALONG COUNTY ROAD 253 FOR 0.65 MILE TO ITS TERMINATION AT THE
 ED2505'JUNCTION OF COUNTY ROAD 245 CROSSING.  TURN RIGHT, GOING
 ED2505'SOUTHEASTERLY ALONG COUNTY ROAD 245 FOR 0.15 MILE TO THE
 ED2505'JUNCTION OF COUNTY ROAD 239 TO THE LEFT.  TURN LEFT, GOING
 ED2505'EASTERLY ALONG COUNTY ROAD 239 FOR 0.45 MILE TO ITS
 ED2505'TERMINATION AT THE JUNCTION OF COUNTY ROAD 359 TO THE LEFT
 ED2505'AND COUNTY ROAD 90984 TO THE RIGHT AND STRAIGHT AHEAD.
 ED2505'CONTINUE AHEAD, GOING EASTERLY, NOW ALONG COUNTY ROAD 90984 FOR
 ED2505'2.7 MILES TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 ED2505'362 REVERSE FORKING TO THE LEFT.  TURN LEFT, GOING
 ED2505'NORTHERLY ALONG COUNTY ROAD 362 FOR 0.95 MILE TO ITS
 ED2505'TERMINATION AT THE JUNCTION OF COUNTY ROAD 273 CROSSING.
 ED2505'TURN RIGHT, GOING EASTERLY TO NORTHERLY ALONG COUNTY
 ED2505'ROAD 273 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT.
 ED2505'CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 273 FOR 0.35 MILE
 ED2505'TO A WIRE GAP IN A FENCELINE ON THE LEFT NEAR A POWER POLE
 ED2505'WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED.  TURN LEFT,
 ED2505'GOING THROUGH THE GAP, CONTINUING NORTHEASTERLY THROUGH A PASTURE
 ED2505'FOR 0.15 MILE TO THE TOP OF A LARGE HILL AND THE STATION ON THE
 ED2505'SOUTHWEST SIDE OF A WASHED OUT ROAD BED.
 ED2505'
 ED2505'THE STATION IS LOCATED AT THE HIGH POINT OF THE HILL, 21.0
 ED2505'FEET SOUTHEAST OF A 4 INCH WILD CHERRY TREE, 33.5 FEET EAST OF
 ED2505'A 10 INCH OAK TREE, 59.0 FEET WEST-SOUTHWEST OF A 5 INCH PINE
 ED2505'TREE, AND 2.7 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 ED2505'BRASS DISK STAMPED 073-202 1975, SET IN THE TOP OF A 10 INCH
 ED2505'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED2505'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED2505'073-202 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2505'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 ED2505'
 ED2505'THE AZIMUTH MARK IS LOCATED 20 FEET WEST-SOUTHWEST OF THE
 ED2505'CENTERLINE OF COUNTY ROAD 273, 66.5 FEET NORTH OF A JUNCTION OF
 ED2505'FENCELINES, 115.0 FEET NORTH-NORTHWEST OF A POWER POLE, 204.5
 ED2505'FEET (SLOPE DISTANCE) SOUTHEAST OF A 13 INCH POPLAR TREE, AND
 ED2505'1.5 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT THE FENCELINE.
 ED2505'IT IS A STANDARD DISK STAMPED 073-202 1975 AZMK, SET IN THE TOP OF
 ED2505'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED2505'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1462 ***********************************************************************
 ED1462  DESIGNATION -  BV 073 203
 ED1462  PID         -  ED1462
 ED1462  STATE/COUNTY-  GA/HART
 ED1462  USGS QUAD   -  LAVONIA (1985)
 ED1462
 ED1462                         *CURRENT SURVEY CONTROL
 ED1462  ___________________________________________________________________
 ED1462* NAD 83(1994)-  34 26 00.53552(N)    083 01 40.48129(W)     ADJUSTED  
 ED1462* NAVD 88     -       252.8    (meters)     829.     (feet)  VERTCON   
 ED1462  ___________________________________________________________________
 ED1462  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 ED1462  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 ED1462
 ED1462  HORZ ORDER  -  SECOND
 ED1462
 ED1462.The horizontal coordinates were established by classical geodetic methods
 ED1462.and adjusted by the National Geodetic Survey in September 1997..
 ED1462
 ED1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1462
 ED1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1462
 ED1462.The geoid height was determined by GEOID03.
 ED1462
 ED1462;                    North         East     Units Scale Factor Converg.
 ED1462;SPC GA E     -   491,919.846   120,847.355   MT  0.99997720   -0 29 13.3
 ED1462;SPC GA E     - 1,613,907.03    396,480.03   sFT  0.99997720   -0 29 13.3
 ED1462;UTM  17      - 3,812,086.327   313,669.261   MT  1.00002797   -1 08 49.2
 ED1462
 ED1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1462!SPC GA E     -   0.99996507  x   0.99997720  =   0.99994227
 ED1462!UTM  17      -   0.99996507  x   1.00002797  =   0.99999304
 ED1462
 ED1462:                Primary Azimuth Mark                     Grid Az
 ED1462:SPC GA E     -  BV 073 203 AZ MK                         167 07 17.8
 ED1462:UTM  17      -  BV 073 203 AZ MK                         167 46 53.7
 ED1462
 ED1462|---------------------------------------------------------------------|
 ED1462| PID    Reference Object                     Distance      Geod. Az  |
 ED1462|                                                           dddmmss.s |
 ED1462| ED2844 BV 073 203 AZ MK                                   1663804.5 |
 ED1462|---------------------------------------------------------------------|
 ED1462
 ED1462                          SUPERSEDED SURVEY CONTROL
 ED1462
 ED1462  NAD 83(1986)-  34 26 00.54350(N)    083 01 40.48117(W) AD(       ) 2
 ED1462  NAD 27      -  34 26 00.17007(N)    083 01 40.94936(W) AD(       ) 2
 ED1462  NGVD 29 (07/19/86)  252.9    (m)          830.     (f) VERT ANG       
 ED1462
 ED1462.Superseded values are not recommended for survey control.
 ED1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1462.See file dsdata.txt to determine how the superseded data were derived.
 ED1462
 ED1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1366912086(NAD 83)
 ED1462_MARKER: DD = SURVEY DISK
 ED1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1462
 ED1462  HISTORY     - Date     Condition        Report By
 ED1462  HISTORY     - 1975     MONUMENTED       GADT
 ED1462
 ED1462                          STATION DESCRIPTION
 ED1462
 ED1462'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1462'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST OF LAVONIA,
 ED1462'7-3/4 MILES NORTHWEST OF HARTWELL, AND 5-1/4 MILES NORTHEAST OF
 ED1462'BOWERSVILLE ON THE PROPERTY OF MR. F.P. GRIFFIN.
 ED1462'
 ED1462'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 ED1462'STATE ROUTE 366, LOCATED APPROXIMATELY 5 MILES EAST-SOUTHEAST OF
 ED1462'LAVONIA, GO NORTH ALONG STATE ROUTE 366 FOR 1.25 MILES TO THE
 ED1462'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG STATE
 ED1462'ROUTE 366 FOR 0.05 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 240
 ED1462'FORKING TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG COUNTY ROAD
 ED1462'240 FOR 0.5 MILE TO THE JUNCTION OF A DRIVEWAY TO THE LEFT.
 ED1462'TURN LEFT, THEN IMMEDIATELY LEFT AGAIN TO A WIRE GAP AT THE
 ED1462'NORTHEAST CORNER OF A FENCE AROUND A PASTURE.  ENTER THE
 ED1462'PASTURE THROUGH THE GATE, GOING SOUTH ALONG THE FENCELINE
 ED1462'PARALLEL TO COUNTY ROAD 240 FOR 0.2 MILE TO THE SOUTHEAST
 ED1462'CORNER OF THE PASTURE.  TURN RIGHT, GOING WESTERLY
 ED1462'ALONG THE FENCELINE FOR APPROXIMATELY 300 FEET TO THE
 ED1462'STATION ON THE HIGH POINT OF A HILL.
 ED1462'
 ED1462'THE STATION IS LOCATED 1.7 FEET NORTH OF A WITNESS POST SET AT
 ED1462'THE FENCELINE, 52.0 FEET WEST OF THE WESTERNMOST PULL POST OF A
 ED1462'BRACE IN THE FENCELINE, 305.0 FEET WEST OF A FENCE CORNER POST AT
 ED1462'THE SOUTHEAST CORNER OF THE PASTURE, AND 206.0 FEET EAST OF A 4
 ED1462'INCH PERSIMMON TREE.  IT IS A STANDARD BRASS DISK STAMPED 073-203
 ED1462'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1462'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1462'IS A STANDARD DISK STAMPED 073-203 1975, SET IN AN IRREGULAR
 ED1462'MASS OF CONCRETE APPROXIMATELY 0.66 METER BELOW THE SURFACE OF
 ED1462'THE GROUND.
 ED1462'
 ED1462'THE AZIMUTH MARK IS LOCATED 44 FEET EAST OF THE CENTERLINE OF
 ED1462'STATE ROUTE 366, 124.0 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE
 ED1462'CABLE PEDESTAL ON THE WEST SIDE OF THE HIGHWAY, 212.0 FEET
 ED1462'SOUTH-SOUTHWEST OF A POWER POLE, 172.0 FEET NORTH OF THE
 ED1462'SOUTHWESTERNMOST CORNER POST OF A FENCE, AND 1.8 FEET WEST OF A
 ED1462'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 ED1462'STAMPED 073-203 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1462'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1462'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1483 ***********************************************************************
 ED1483  DESIGNATION -  BV 073 204
 ED1483  PID         -  ED1483
 ED1483  STATE/COUNTY-  GA/HART
 ED1483  USGS QUAD   -  ROYSTON (1959)
 ED1483
 ED1483                         *CURRENT SURVEY CONTROL
 ED1483  ___________________________________________________________________
 ED1483* NAD 83(1994)-  34 18 01.30228(N)    083 02 38.89219(W)     ADJUSTED  
 ED1483* NAVD 88     -       278.7    (meters)     914.     (feet)  VERTCON   
 ED1483  ___________________________________________________________________
 ED1483  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 ED1483  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 ED1483
 ED1483  HORZ ORDER  -  SECOND
 ED1483
 ED1483.The horizontal coordinates were established by classical geodetic methods
 ED1483.and adjusted by the National Geodetic Survey in September 1997..
 ED1483
 ED1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1483
 ED1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1483
 ED1483.The geoid height was determined by GEOID03.
 ED1483
 ED1483;                    North         East     Units Scale Factor Converg.
 ED1483;SPC GA E     -   477,166.574   119,228.469   MT  0.99998039   -0 29 40.2
 ED1483;SPC GA E     - 1,565,504.00    391,168.74   sFT  0.99998039   -0 29 40.2
 ED1483;UTM  17      - 3,797,351.861   311,880.734   MT  1.00003624   -1 09 08.2
 ED1483
 ED1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1483!SPC GA E     -   0.99996094  x   0.99998039  =   0.99994133
 ED1483!UTM  17      -   0.99996094  x   1.00003624  =   0.99999718
 ED1483
 ED1483:                Primary Azimuth Mark                     Grid Az
 ED1483:SPC GA E     -  HARTWELL DUNLOP TANK                     063 40 08.3
 ED1483:UTM  17      -  HARTWELL DUNLOP TANK                     064 19 36.3
 ED1483
 ED1483|---------------------------------------------------------------------|
 ED1483| PID    Reference Object                     Distance      Geod. Az  |
 ED1483|                                                           dddmmss.s |
 ED1483| ED2493 HARTWELL DUNLOP TANK                APPROX. 8.3 KM 0631028.1 |
 ED1483| ED1494 ROYSTON MUN TANK                    APPROX. 6.6 KM 2561733.1 |
 ED1483| ED2845 BV 073 204 AZ MK                                   3433755.9 |
 ED1483|---------------------------------------------------------------------|
 ED1483
 ED1483                          SUPERSEDED SURVEY CONTROL
 ED1483
 ED1483  NAD 83(1986)-  34 18 01.30998(N)    083 02 38.89103(W) AD(       ) 2
 ED1483  NAD 27      -  34 18 00.93489(N)    083 02 39.37145(W) AD(       ) 2
 ED1483  NGVD 29 (07/19/86)  278.8    (m)          915.     (f) VERT ANG       
 ED1483
 ED1483.Superseded values are not recommended for survey control.
 ED1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1483.See file dsdata.txt to determine how the superseded data were derived.
 ED1483
 ED1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1188197352(NAD 83)
 ED1483_MARKER: DD = SURVEY DISK
 ED1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1483
 ED1483  HISTORY     - Date     Condition        Report By
 ED1483  HISTORY     - 1976     MONUMENTED       GADT
 ED1483  HISTORY     - 1978     GOOD             NGS
 ED1483
 ED1483                          STATION DESCRIPTION
 ED1483
 ED1483'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED1483'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST-NORTHEAST
 ED1483'OF ROYSTON, 5 MILES SOUTHEAST OF CANON, AND 4-1/2 MILES
 ED1483'NORTH-NORTHEAST OF VANNA ON COUNTY RIGHT OF WAY.
 ED1483'
 ED1483'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED1483'U.S. HIGHWAY 29 (STATE ROUTE 8) IN ROYSTON, GO EAST ALONG
 ED1483'U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 3.75 MILES TO THE JUNCTION OF
 ED1483'COUNTY ROAD 92373 CROSSING.  TURN LEFT, GOING NORTH ALONG COUNTY
 ED1483'ROAD 92373 FOR 0.75 MILE TO THE STATION ON THE LEFT.
 ED1483'
 ED1483'THE STATION IS LOCATED 20 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1483'OF COUNTY ROAD 92373, 131.0 FEET NORTHEAST OF A POWER POLE, 217.0
 ED1483'FEET SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF A METAL GATE,
 ED1483'AND 3.8 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT A
 ED1483'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 073-204 1975, SET
 ED1483'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED1483'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1483'STANDARD DISK STAMPED 073-204 1975, SET IN AN IRREGULAR MASS OF
 ED1483'CONCRETE APPROXIMATELY 0.65 METER BELOW THE SURFACE OF THE
 ED1483'GROUND.
 ED1483'
 ED1483'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 ED1483'ALONG COUNTY ROAD 92373 FOR 0.1 MILE TO THE JUNCTION OF COUNTY
 ED1483'ROAD 148 CROSSING.  CONTINUE GOING NORTH ALONG COUNTY ROAD 92373
 ED1483'FOR 0.25 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 33 FEET
 ED1483'EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 92373, 9.5 FEET
 ED1483'SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF A METAL GATE, 25.0
 ED1483'FEET SOUTH-SOUTHEAST OF A 28 INCH TWIN PECAN TREE, 42.0 FEET
 ED1483'SOUTH-SOUTHWEST OF A 24 INCH PECAN TREE, AND 1.5 FEET
 ED1483'WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1483'STAMPED 073-204 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1483'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1483'THE GROUND.
 ED1483
 ED1483                          STATION RECOVERY (1978)
 ED1483
 ED1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ED1483'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 ED1483'STATION MARK WAS FOUND DESTROYED WITH THE SURFACE MONUMENT BROKEN
 ED1483'OFF WHEN THE DITCH WAS GRADED.  THE UNDERGROUND MARK WAS FOUND
 ED1483'INTACT AND A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 ED1483'UNDERGROUND MARK.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 ED1483'FOLLOWS.
 ED1483'
 ED1483'STATION IS ABOUT 5 MILES SOUTHEAST OF CANON, ABOUT 7 MILES
 ED1483'SOUTHWEST OF HARTWELL, 4-1/2 MILES NORTH-NORTHEAST OF VANNA ON
 ED1483'RIGHT-OF-WAY OF COUNTY ROAD 92373.
 ED1483'
 ED1483'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED1483'U.S. HIGHWAY 29 IN ROYSTON, GO EAST ALONG U.S. HIGHWAY 29 FOR 3.75
 ED1483'MILES TO JUNCTION OF COUNTY ROAD 92373.  TURN LEFT AND GO
 ED1483'NORTHERLY ALONG COUNTY ROAD 92373 FOR 0.75 MILE TO THE STATION
 ED1483'ON LEFT.
 ED1483'
 ED1483'STATION MARK, A STANDARD BRASS DISK STAMPED 073 204 1976 1978,
 ED1483'IS SET IN THE TOP OF A 24-INCH ROUND CONCRETE MONUMENT THAT IS
 ED1483'SET FLUSH WITH THE DITCH.  IT IS 20 FEET WEST-NORTHWEST OF CENTER
 ED1483'OF COUNTY ROAD 92373, 131 FEET NORTHEAST OF A POWER LINE POLE, 217
 ED1483'FEET SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF A METAL GATE
 ED1483'AND 3.8 FEET EAST-SOUTHEAST OF A METAL WITNESS POST SET IN FENCE
 ED1483'LINE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 ED1483'MASS OF CONCRETE AND STAMPED 073 204 1975, IS ABOUT 0.65 METER
 ED1483'BELOW THE GROUND SURFACE.
 ED1483'
 ED1483'AZIMUTH MARK, A STANDARD BRASS DISK STAMPED 073 204 1975 AZMK,
 ED1483'IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS
 ED1483'2-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 33 FEET
 ED1483'EAST-NORTHEAST OF THE CENTER OF COUNTY ROAD 92373, 9.5 FEET
 ED1483'SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF A METAL GATE, 25 FEET
 ED1483'SOUTH-SOUTHEAST OF A 28-INCH TWIN PECAN TREE, 42 FEET
 ED1483'SOUTH-SOUTHWEST OF A 24-INCH PECAN TREE AND 1.5 FEET
 ED1483'WEST-SOUTHWEST OF A METAL WITNESS POST.
 ED1483'
 ED1483'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHERLY
 ED1483'ALONG COUNTY ROAD 92373 FOR 0.35 MILE TO A GATE ON RIGHT AND MARK.
 ED1483'
 ED1483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1483'3-3/4 MILES EAST-NORTHEAST OF ROYSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1487 ***********************************************************************
 ED1487  DESIGNATION -  BV 073 205
 ED1487  PID         -  ED1487
 ED1487  STATE/COUNTY-  GA/HART
 ED1487  USGS QUAD   -  ROYSTON (1959)
 ED1487
 ED1487                         *CURRENT SURVEY CONTROL
 ED1487  ___________________________________________________________________
 ED1487* NAD 83(1994)-  34 20 05.92149(N)    083 04 20.95143(W)     ADJUSTED  
 ED1487* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 ED1487  ___________________________________________________________________
 ED1487  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ED1487  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 ED1487
 ED1487  HORZ ORDER  -  SECOND
 ED1487
 ED1487.The horizontal coordinates were established by classical geodetic methods
 ED1487.and adjusted by the National Geodetic Survey in September 1997..
 ED1487
 ED1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1487
 ED1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1487
 ED1487.The geoid height was determined by GEOID03.
 ED1487
 ED1487;                    North         East     Units Scale Factor Converg.
 ED1487;SPC GA E     -   481,029.192   116,653.006   MT  0.99998560   -0 30 39.4
 ED1487;SPC GA E     - 1,578,176.61    382,719.07   sFT  0.99998560   -0 30 39.4
 ED1487;UTM  17      - 3,801,244.034   309,349.653   MT  1.00004805   -1 10 09.5
 ED1487
 ED1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1487!SPC GA E     -   0.99996014  x   0.99998560  =   0.99994574
 ED1487!UTM  17      -   0.99996014  x   1.00004805  =   1.00000819
 ED1487
 ED1487:                Primary Azimuth Mark                     Grid Az
 ED1487:SPC GA E     -  BV 073 205 AZ MK                         006 01 09.5
 ED1487:UTM  17      -  BV 073 205 AZ MK                         006 40 39.6
 ED1487
 ED1487|---------------------------------------------------------------------|
 ED1487| PID    Reference Object                     Distance      Geod. Az  |
 ED1487|                                                           dddmmss.s |
 ED1487| ED2846 BV 073 205 AZ MK                                   0053030.1 |
 ED1487| ED1488 BV 073 205 GADT 1975 PTA             27.239 METERS 33625     |
 ED1487|---------------------------------------------------------------------|
 ED1487
 ED1487                          SUPERSEDED SURVEY CONTROL
 ED1487
 ED1487  NAD 83(1986)-  34 20 05.92932(N)    083 04 20.95041(W) AD(       ) 2
 ED1487  NAD 27      -  34 20 05.55777(N)    083 04 21.42549(W) AD(       ) 2
 ED1487  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 ED1487
 ED1487.Superseded values are not recommended for survey control.
 ED1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1487.See file dsdata.txt to determine how the superseded data were derived.
 ED1487
 ED1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0935001244(NAD 83)
 ED1487_MARKER: DD = SURVEY DISK
 ED1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1487
 ED1487  HISTORY     - Date     Condition        Report By
 ED1487  HISTORY     - 1975     MONUMENTED       GADT
 ED1487
 ED1487                          STATION DESCRIPTION
 ED1487
 ED1487'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1487'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST-SOUTHEAST OF
 ED1487'CANON, 2-3/4 MILES SOUTH-SOUTHEAST OF BOWERSVILLE, AND 3-1/4 MILES
 ED1487'SOUTHWEST OF AIRLINE ON COUNTY RIGHT OF WAY.
 ED1487'
 ED1487'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17, STATE
 ED1487'ROUTE 51, AND COUNTY ROAD 19 IN CANON, GO NORTHEASTERLY ALONG
 ED1487'COUNTY ROAD 19 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 20
 ED1487'TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED1487'20, WHICH BECOMES COUNTY ROAD 165 UPON CROSSING THE FRANKLIN-HART
 ED1487'COUNTY LINE, FOR 2.55 MILES TO ITS TERMINATION AT THE JUNCTION
 ED1487'OF COUNTY ROAD 148 CROSSING AND THE AZIMUTH MARK ON THE
 ED1487'RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 148 FOR 0.5
 ED1487'MILE TO THE STATION ON THE RIGHT.
 ED1487'
 ED1487'THE STATION IS LOCATED 22 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1487'COUNTY ROAD 148, 8.8 FEET EAST OF A POWER POLE, 27.5 FEET
 ED1487'NORTH-NORTHWEST OF THE NORTHWESTERNMOST PULL POST OF A SINGLE
 ED1487'BRACE IN A FENCELINE, AND 2.8 FEET NORTHEAST OF A WITNESS POST SET
 ED1487'AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 073-205
 ED1487'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1487'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1487'STATION IS A STANDARD DISK STAMPED 073-205 1975, SET IN AN
 ED1487'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.65 METER BELOW THE
 ED1487'SURFACE OF THE GROUND.
 ED1487'
 ED1487'THE AZIMUTH MARK IS LOCATED 23 FEET SOUTH-SOUTHEAST OF THE
 ED1487'CENTERLINE OF COUNTY ROAD 165, 71.0 FEET SOUTH-SOUTHWEST OF THE
 ED1487'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 165 AND
 ED1487'148, 13.0 FEET WEST OF THE NORTH CORNER OF A FENCE, 5.0 FEET SOUTH
 ED1487'OF A POWER POLE, AND 2.0 FEET NORTHWEST OF A WITNESS POST SET AT
 ED1487'A FENCELINE.  IT IS A STANDARD DISK STAMPED 073-205 1975 AZMK,
 ED1487'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED1487'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2503 ***********************************************************************
 ED2503  DESIGNATION -  BV 073 206
 ED2503  PID         -  ED2503
 ED2503  STATE/COUNTY-  GA/HART
 ED2503  USGS QUAD   -  REED CREEK (1981)
 ED2503
 ED2503                         *CURRENT SURVEY CONTROL
 ED2503  ___________________________________________________________________
 ED2503* NAD 83(1994)-  34 27 39.50864(N)    082 56 43.62475(W)     ADJUSTED  
 ED2503* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 ED2503  ___________________________________________________________________
 ED2503  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 ED2503  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 ED2503
 ED2503  HORZ ORDER  -  SECOND
 ED2503
 ED2503.The horizontal coordinates were established by classical geodetic methods
 ED2503.and adjusted by the National Geodetic Survey in September 1997..
 ED2503
 ED2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2503
 ED2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2503
 ED2503.The geoid height was determined by GEOID03.
 ED2503
 ED2503;                    North         East     Units Scale Factor Converg.
 ED2503;SPC GA E     -   494,908.068   128,449.476   MT  0.99996308   -0 26 26.5
 ED2503;SPC GA E     - 1,623,710.89    421,421.32   sFT  0.99996308   -0 26 26.5
 ED2503;UTM  17      - 3,814,986.872   321,305.620   MT  0.99999360   -1 06 04.0
 ED2503
 ED2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2503!SPC GA E     -   0.99996680  x   0.99996308  =   0.99992988
 ED2503!UTM  17      -   0.99996680  x   0.99999360  =   0.99996040
 ED2503
 ED2503:                Primary Azimuth Mark                     Grid Az
 ED2503:SPC GA E     -  REED                                     134 51 24.4
 ED2503:UTM  17      -  REED                                     135 31 01.9
 ED2503
 ED2503|---------------------------------------------------------------------|
 ED2503| PID    Reference Object                     Distance      Geod. Az  |
 ED2503|                                                           dddmmss.s |
 ED2503| ED2502 REED                                APPROX. 2.9 KM 1342457.9 |
 ED2503| ED3022 BV 073 206 AZ MK                                   21932     |
 ED2503| ED2504 BV 073 206 GADT 1975 PTA             12.792 METERS 27313     |
 ED2503|---------------------------------------------------------------------|
 ED2503
 ED2503                          SUPERSEDED SURVEY CONTROL
 ED2503
 ED2503  NAD 83(1986)-  34 27 39.51621(N)    082 56 43.62246(W) AD(       ) 2
 ED2503  NAD 27      -  34 27 39.14805(N)    082 56 44.11527(W) AD(       ) 2
 ED2503  NGVD 29 (07/19/86)  242.     (m)          794.     (f) VERT ANG       
 ED2503
 ED2503.Superseded values are not recommended for survey control.
 ED2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2503.See file dsdata.txt to determine how the superseded data were derived.
 ED2503
 ED2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2130614987(NAD 83)
 ED2503_MARKER: DD = SURVEY DISK
 ED2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2503
 ED2503  HISTORY     - Date     Condition        Report By
 ED2503  HISTORY     - 1975     MONUMENTED       GADT
 ED2503
 ED2503                          STATION DESCRIPTION
 ED2503
 ED2503'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2503'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTHWEST OF
 ED2503'REED CREEK, 7-1/2 MILES NORTH OF HARTWELL, AND 8-1/2 MILES
 ED2503'NORTHEAST OF AIRLINE ON COUNTY RIGHT OF WAY.
 ED2503'
 ED2503'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED2503'COUNTY ROAD 301 IN REED CREEK, LOCATED APPROXIMATELY 6-1/2 MILES
 ED2503'NORTH OF HARTWELL, GO NORTHWESTERLY ALONG COUNTY ROAD 301 FOR
 ED2503'1.7 MILES TO THE JUNCTION OF COUNTY ROAD 279 CROSSING.  TURN
 ED2503'RIGHT, GOING NORTHEASTERLY ALONG COUNTY ROAD 279 FOR
 ED2503'APPROXIMATELY 200 FEET TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED2503'GOING NORTHEASTERLY ALONG COUNTY ROAD 279 FOR 0.15 MILE
 ED2503'TO THE STATION ON THE RIGHT.
 ED2503'
 ED2503'THE STATION IS LOCATED 20 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED2503'OF COUNTY ROAD 279, 41.0 FEET SOUTHEAST OF A CORNER POST AT THE
 ED2503'JUNCTION OF THREE FENCES LOCATED ON THE WEST SIDE OF THE ROAD,
 ED2503'137.5 FEET SOUTH OF THE SOUTHERNMOST POST OF A METAL GATE IN
 ED2503'ONE OF THE FENCELINES ON THE WEST SIDE OF THE ROAD, 11.3 FEET
 ED2503'WEST-SOUTHWEST OF THE NORTH CORNER OF A FENCE, 107.0 FEET
 ED2503'WEST-SOUTHWEST OF THE WESTERNMOST CORNER OF A HOUSE, AND 1.5
 ED2503'FEET WEST-NORTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT
 ED2503'IS A STANDARD BRASS DISK STAMPED 073-206 1975, SET IN THE TOP
 ED2503'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED2503'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED2503'DISK STAMPED 073-206 1975, SET IN AN IRREGULAR MASS OF
 ED2503'CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE OF THE
 ED2503'GROUND.
 ED2503'
 ED2503'THE AZIMUTH MARK IS LOCATED 16 FEET NORTHWEST OF THE CENTERLINE
 ED2503'OF COUNTY ROAD 279, 83.8 FEET WEST-NORTHWEST OF A 15 INCH PECAN
 ED2503'TREE ON THE SOUTHEAST SIDE OF THE ROAD, 194 FEET NORTH-NORTHEAST
 ED2503'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS
 ED2503'301 AND 279, 30.3 FEET EAST-NORTHEAST OF THE EASTERNMOST CORNER
 ED2503'OF A BARN AND 8.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED2503'STANDARD DISK STAMPED 073-206 1975 AZMK, SET IN THE TOP OF A 10
 ED2503'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED2503'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2478 ***********************************************************************
 ED2478  DESIGNATION -  BV 073 207
 ED2478  PID         -  ED2478
 ED2478  STATE/COUNTY-  GA/HART
 ED2478  USGS QUAD   -  HARTWELL DAM (1985)
 ED2478
 ED2478                         *CURRENT SURVEY CONTROL
 ED2478  ___________________________________________________________________
 ED2478* NAD 83(1994)-  34 21 20.34218(N)    082 49 22.41131(W)     ADJUSTED  
 ED2478* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 ED2478  ___________________________________________________________________
 ED2478  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 ED2478  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ED2478
 ED2478  HORZ ORDER  -  SECOND
 ED2478
 ED2478.The horizontal coordinates were established by classical geodetic methods
 ED2478.and adjusted by the National Geodetic Survey in September 1997..
 ED2478
 ED2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2478
 ED2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2478
 ED2478.The geoid height was determined by GEOID03.
 ED2478
 ED2478;                    North         East     Units Scale Factor Converg.
 ED2478;SPC GA E     -   483,145.592   139,634.141   MT  0.99994490   -0 22 13.2
 ED2478;SPC GA E     - 1,585,120.16    458,116.34   sFT  0.99994490   -0 22 13.2
 ED2478;UTM  17      - 3,803,096.244   332,354.329   MT  0.99994644   -1 01 44.2
 ED2478
 ED2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2478!SPC GA E     -   0.99997239  x   0.99994490  =   0.99991730
 ED2478!UTM  17      -   0.99997239  x   0.99994644  =   0.99991884
 ED2478
 ED2478:                Primary Azimuth Mark                     Grid Az
 ED2478:SPC GA E     -  BV 073 207 AZ MK                         206 49 12.1
 ED2478:UTM  17      -  BV 073 207 AZ MK                         207 28 43.1
 ED2478
 ED2478|---------------------------------------------------------------------|
 ED2478| PID    Reference Object                     Distance      Geod. Az  |
 ED2478|                                                           dddmmss.s |
 ED2478| ED3023 BV 073 207 AZ MK                                   2062658.9 |
 ED2478|---------------------------------------------------------------------|
 ED2478
 ED2478                          SUPERSEDED SURVEY CONTROL
 ED2478
 ED2478  NAD 83(1986)-  34 21 20.34961(N)    082 49 22.40947(W) AD(       ) 2
 ED2478  NAD 27      -  34 21 19.97354(N)    082 49 22.91672(W) AD(       ) 2
 ED2478  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 ED2478
 ED2478.Superseded values are not recommended for survey control.
 ED2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2478.See file dsdata.txt to determine how the superseded data were derived.
 ED2478
 ED2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3235403096(NAD 83)
 ED2478_MARKER: DD = SURVEY DISK
 ED2478_SETTING: 0 = UNSPECIFIED SETTING
 ED2478
 ED2478  HISTORY     - Date     Condition        Report By
 ED2478  HISTORY     - 1976     MONUMENTED       GADT
 ED2478
 ED2478                          STATION DESCRIPTION
 ED2478
 ED2478'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2478'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES EAST OF
 ED2478'HARTWELL, 8-1/2 MILES SOUTHEAST OF REED CREEK, AND 7-3/4 MILES
 ED2478'NORTH-NORTHEAST OF NUBERG ON THE PROPERTY OF THE U.S. GOVERNMENT.
 ED2478'
 ED2478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 ED2478'ROUTE 8) AND STATE ROUTE 77 IN HARTWELL, GO EASTERLY ALONG
 ED2478'U.S. HIGHWAY 29 FOR 5.25 MILES TO THE JUNCTION OF STATE ROUTE 181
 ED2478'SPUR TO THE RIGHT.  CONTINUE GOING NORTHEASTERLY ALONG U.S.
 ED2478'HIGHWAY 29 AND STATE ROUTE 181 FOR 0.9 MILE TO THE JUNCTION
 ED2478'OF STATE ROUTE 181 CONN TO THE RIGHT AND THE AZIMUTH MARK
 ED2478'ON THE RIGHT.  CONTINUE GOING NORTHEASTERLY ALONG U.S. HIGHWAY
 ED2478'29 (STATE ROUTE 181) FOR 0.85 MILE TO THE JUNCTION OF COUNTY
 ED2478'ROAD 37 TO THE LEFT.  TURN LEFT, GOING NORTH ALONG COUNTY ROAD
 ED2478'37 FOR 0.4 MILE TO THE TOP OF HARTWELL DAM.  TURN RIGHT, GOING
 ED2478'NORTHEASTERLY ALONG THE TOP OF THE EARTHFILL DAM FOR 0.3
 ED2478'MILE TO A CONCRETE SECTION OF THE DAM AND THE STATION.
 ED2478'
 ED2478'THE STATION IS LOCATED IN THE DAM FLOOR, ABOUT 4 FEET
 ED2478'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE CONCRETE, 6.4 FEET
 ED2478'NORTHWEST OF THE WESTERNMOST CORNER OF THE SOUTH END OF THE
 ED2478'EASTERN CONCRETE SIDEWALL OF THE DAM, 12.1 FEET EAST OF THE
 ED2478'EASTERNMOST CORNER OF THE SOUTH END OF THE WESTERN CONCRETE
 ED2478'SIDEWALL OF THE DAM, 24.1 FEET SOUTH OF THE WESTERNMOST HINGE
 ED2478'POST OF A GATE ACROSS THE DAM, AND 21.4 FEET SOUTHWEST OF THE
 ED2478'EASTERNMOST HINGE POST OF THE GATE.  IT IS A STANDARD BRASS
 ED2478'DISK STAMPED 073-207 1975, SET IN A 1 INCH DRILL HOLE IN
 ED2478'CONCRETE.
 ED2478'
 ED2478'THE AZIMUTH MARK IS LOCATED 148 FEET SOUTHEAST OF THE POINT
 ED2478'OF INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 29 (STATE ROUTE
 ED2478'181) AND STATE ROUTE 181 CONN, 41.0 FEET NORTHEAST OF THE
 ED2478'CENTERLINE OF STATE ROUTE 181 CONN, 106.8 FEET WEST-SOUTHWEST
 ED2478'OF THE WESTERNMOST CORNER POST AND GATE POST OF A FENCE AROUND
 ED2478'A PETROLEUM CHECKING STATION, 75.0 FEET NORTHWEST OF THE
 ED2478'NORTHWESTERNMOST 3 INCH METAL POST OF A PETROLEUM PIPE LINE
 ED2478'MARKER, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 ED2478'STANDARD DISK STAMPED 073-207 1975 AZMK, SET IN THE TOP OF A
 ED2478'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED2478'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2501 ***********************************************************************
 ED2501  DESIGNATION -  BV 073 208
 ED2501  PID         -  ED2501
 ED2501  STATE/COUNTY-  GA/HART
 ED2501  USGS QUAD   -  REED CREEK (1981)
 ED2501
 ED2501                         *CURRENT SURVEY CONTROL
 ED2501  ___________________________________________________________________
 ED2501* NAD 83(1994)-  34 25 55.39227(N)    082 53 20.17628(W)     ADJUSTED  
 ED2501* NAVD 88     -       236.     (meters)     774.     (feet)  VERTCON   
 ED2501  ___________________________________________________________________
 ED2501  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 ED2501  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 ED2501
 ED2501  HORZ ORDER  -  SECOND
 ED2501
 ED2501.The horizontal coordinates were established by classical geodetic methods
 ED2501.and adjusted by the National Geodetic Survey in September 1997..
 ED2501
 ED2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2501
 ED2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2501
 ED2501.The geoid height was determined by GEOID03.
 ED2501
 ED2501;                    North         East     Units Scale Factor Converg.
 ED2501;SPC GA E     -   491,661.564   133,618.855   MT  0.99995430   -0 24 30.3
 ED2501;SPC GA E     - 1,613,059.65    438,381.19   sFT  0.99995430   -0 24 30.3
 ED2501;UTM  17      - 3,811,680.944   326,437.372   MT  0.99997132   -1 04 06.0
 ED2501
 ED2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2501!SPC GA E     -   0.99996772  x   0.99995430  =   0.99992202
 ED2501!UTM  17      -   0.99996772  x   0.99997132  =   0.99993904
 ED2501
 ED2501:                Primary Azimuth Mark                     Grid Az
 ED2501:SPC GA E     -  ANDERSON ELEC SUBSTATION TK              088 38 00.8
 ED2501:UTM  17      -  ANDERSON ELEC SUBSTATION TK              089 17 36.5
 ED2501
 ED2501|---------------------------------------------------------------------|
 ED2501| PID    Reference Object                     Distance      Geod. Az  |
 ED2501|                                                           dddmmss.s |
 ED2501| ED2380 ANDERSON ELEC SUBSTATION TK         APPROX.20.6 KM 0881330.5 |
 ED2501| ED2500 BV 073 208 GADT 1975 PTA             22.658 METERS 14022     |
 ED2501| ED3024 BV 073 208 AZ MK                                   1460004.7 |
 ED2501|---------------------------------------------------------------------|
 ED2501
 ED2501                          SUPERSEDED SURVEY CONTROL
 ED2501
 ED2501  NAD 83(1986)-  34 25 55.39968(N)    082 53 20.17417(W) AD(       ) 2
 ED2501  NAD 27      -  34 25 55.02869(N)    082 53 20.67342(W) AD(       ) 2
 ED2501  NGVD 29 (07/19/86)  236.     (m)          774.     (f) VERT ANG       
 ED2501
 ED2501.Superseded values are not recommended for survey control.
 ED2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2501.See file dsdata.txt to determine how the superseded data were derived.
 ED2501
 ED2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2643711681(NAD 83)
 ED2501_MARKER: DD = SURVEY DISK
 ED2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2501
 ED2501  HISTORY     - Date     Condition        Report By
 ED2501  HISTORY     - 1975     MONUMENTED       GADT
 ED2501
 ED2501                          STATION DESCRIPTION
 ED2501
 ED2501'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2501'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST-SOUTHEAST OF
 ED2501'REED CREEK, 6 MILES NORTH-NORTHEAST OF HARTWELL, AND 9-1/2 MILES
 ED2501'EAST-NORTHEAST OF AIRLINE ON COUNTY RIGHT OF WAY.
 ED2501'
 ED2501'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED2501'COUNTY ROAD 301 IN REED CREEK, APPROXIMATELY 6-1/2 MILES NORTH
 ED2501'OF HARTWELL, GO EASTERLY ALONG COUNTY ROAD 301 FOR 2.15 MILES
 ED2501'TO THE JUNCTION OF COUNTY ROAD 310 CROSSING.  TURN RIGHT, GOING
 ED2501'SOUTH ALONG COUNTY ROAD 310 FOR 0.35 MILE TO THE STATION ON THE
 ED2501'RIGHT.
 ED2501'
 ED2501'THE STATION IS LOCATED 26.5 FEET WEST OF THE CENTERLINE OF COUNTY
 ED2501'ROAD 310, 119.7 FEET NORTHWEST OF THE CENTER PULL POST OF A DOUBLE
 ED2501'BRACE IN A FENCELINE ON THE EAST SIDE OF THE ROAD, 116.0 FEET
 ED2501'NORTH OF A POWER POLE, 6.3 FEET SOUTHEAST OF A TELEPHONE POLE WITH
 ED2501'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, AND 2.5 FEET
 ED2501'EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED2501'073-208 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED2501'POST 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED2501'UNDERGROUND STATION IS A STANDARD DISK STAMPED 073-208 1975,
 ED2501'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68
 ED2501'METER BELOW THE SURFACE OF THE GROUND.
 ED2501'
 ED2501'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED2501'ALONG COUNTY ROAD 310 FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT
 ED2501'IS LOCATED 26 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 ED2501'310, 56.4 FEET WEST-SOUTHWEST OF THE SOUTH CORNER POST OF A FENCE
 ED2501'ON THE NORTHEAST SIDE OF THE ROAD, 9.8 FEET NORTHWEST OF A 6 FOOT
 ED2501'HIGH POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED,
 ED2501'95.5 FEET NORTH-NORTHEAST OF A POWER POLE, 2.2 FEET
 ED2501'NORTH-NORTHEAST OF THE CORNER POST AT THE JUNCTION OF THREE
 ED2501'FENCELINES, AND 3.0 FEET EAST-NORTHEAST OF A WITNESS POST SET
 ED2501'AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 073-208 1975 AZMK,
 ED2501'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 ED2501'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2480 ***********************************************************************
 ED2480  DESIGNATION -  BV 073 209
 ED2480  PID         -  ED2480
 ED2480  STATE/COUNTY-  GA/HART
 ED2480  USGS QUAD   -  HARTWELL DAM (1985)
 ED2480
 ED2480                         *CURRENT SURVEY CONTROL
 ED2480  ___________________________________________________________________
 ED2480* NAD 83(1994)-  34 20 16.24523(N)    082 50 35.02892(W)     ADJUSTED  
 ED2480* NAVD 88     -       208.4    (meters)     684.     (feet)  VERTCON   
 ED2480  ___________________________________________________________________
 ED2480  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 ED2480  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ED2480
 ED2480  HORZ ORDER  -  SECOND
 ED2480
 ED2480.The horizontal coordinates were established by classical geodetic methods
 ED2480.and adjusted by the National Geodetic Survey in September 1997..
 ED2480
 ED2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2480
 ED2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2480
 ED2480.The geoid height was determined by GEOID03.
 ED2480
 ED2480;                    North         East     Units Scale Factor Converg.
 ED2480;SPC GA E     -   481,182.865   137,765.384   MT  0.99994773   -0 22 53.6
 ED2480;SPC GA E     - 1,578,680.78    451,985.26   sFT  0.99994773   -0 22 53.6
 ED2480;UTM  17      - 3,801,155.115   330,463.131   MT  0.99995430   -1 02 23.5
 ED2480
 ED2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2480!SPC GA E     -   0.99997199  x   0.99994773  =   0.99991972
 ED2480!UTM  17      -   0.99997199  x   0.99995430  =   0.99992629
 ED2480
 ED2480:                Primary Azimuth Mark                     Grid Az
 ED2480:SPC GA E     -  BV 073 209 AZ MK                         303 58 34.5
 ED2480:UTM  17      -  BV 073 209 AZ MK                         304 38 04.4
 ED2480
 ED2480|---------------------------------------------------------------------|
 ED2480| PID    Reference Object                     Distance      Geod. Az  |
 ED2480|                                                           dddmmss.s |
 ED2480| ED3025 BV 073 209 AZ MK                                   3033540.9 |
 ED2480|---------------------------------------------------------------------|
 ED2480
 ED2480                          SUPERSEDED SURVEY CONTROL
 ED2480
 ED2480  NAD 83(1986)-  34 20 16.25276(N)    082 50 35.02714(W) AD(       ) 2
 ED2480  NAD 27      -  34 20 15.87592(N)    082 50 35.53245(W) AD(       ) 2
 ED2480  NGVD 29 (07/19/86)  208.5    (m)          684.     (f) VERT ANG       
 ED2480
 ED2480.Superseded values are not recommended for survey control.
 ED2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2480.See file dsdata.txt to determine how the superseded data were derived.
 ED2480
 ED2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3046301155(NAD 83)
 ED2480_MARKER: DD = SURVEY DISK
 ED2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2480
 ED2480  HISTORY     - Date     Condition        Report By
 ED2480  HISTORY     - 1976     MONUMENTED       GADT
 ED2480
 ED2480                          STATION DESCRIPTION
 ED2480
 ED2480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2480'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES EAST OF HARTWELL,
 ED2480'6 MILES NORTH-NORTHEAST OF NUBERG, AND 9 MILES SOUTH-SOUTHEAST OF
 ED2480'REED CREEK ON STATE RIGHT OF WAY.
 ED2480'
 ED2480'TO REACH THE STATION FROM THE JUNCTION OF NORTH FORREST AVENUE
 ED2480'(STATE ROUTE 77) AND EAST FRANKLIN STREET (U.S. HIGHWAY 29) AT
 ED2480'THE NORTHEAST CORNER OF THE COURTHOUSE IN HARTWELL, GO EASTERLY
 ED2480'ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 1.15 MILES TO THE
 ED2480'JUNCTION OF STATE ROUTE 8 FORKING TO THE LEFT AND THE BEGINNING
 ED2480'OF STATE ROUTE 181.  CONTINUE GOING EASTERLY ALONG U.S. HIGHWAY
 ED2480'29 (STATE ROUTE 181) FOR 3.45 MILES TO THE JUNCTION OF COUNTY
 ED2480'ROAD 31 TO THE RIGHT, A CEMETERY ON THE RIGHT, AND THE SARDIS
 ED2480'BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING EASTERLY ALONG
 ED2480'U.S. HIGHWAY 29 (STATE ROUTE 181) FOR 0.6 MILE TO THE
 ED2480'JUNCTION OF STATE ROUTE 181 SPUR FORKING TO THE RIGHT AND THE
 ED2480'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EASTERLY ALONG
 ED2480'U.S. HIGHWAY 29 (STATE ROUTE 181) FOR 0.3 MILE TO THE
 ED2480'STATION ON THE RIGHT.
 ED2480'
 ED2480'THE STATION IS LOCATED 22 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED2480'OF U.S. HIGHWAY 29 (STATE ROUTE 181), 183 FEET NORTH-NORTHEAST OF
 ED2480'THE CENTERLINE OF STATE ROUTE 181 SPUR, 284.7 FEET EAST-SOUTHEAST
 ED2480'OF A GUARD RAIL END POST AT THE WESTERNMOST END OF A GUARD RAIL,
 ED2480'16.0 FEET WEST-NORTHWEST OF THE WESTERNMOST END POST OF THE
 ED2480'GUARD RAIL, 186.0 FEET NORTH-NORTHWEST OF A POWER POLE, 434.0
 ED2480'FEET EAST-SOUTHEAST OF ANOTHER POWER POLE, AND 2.7 FEET
 ED2480'SOUTH-SOUTHWEST OF A WITNESS POST SET AT THE GUARD RAIL.  IT
 ED2480'IS A STANDARD BRASS DISK STAMPED 073-209 1975, SET IN THE TOP
 ED2480'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED2480'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED2480'DISK STAMPED 073-209 1975, SET IN AN IRREGULAR MASS OF
 ED2480'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 ED2480'GROUND.
 ED2480'
 ED2480'THE AZIMUTH MARK IS LOCATED 56 FEET SOUTHWEST OF THE CENTERLINE
 ED2480'OF U.S. HIGHWAY 29 AND STATE ROUTE 181, 21.7 FEET WEST OF A
 ED2480'TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 ED2480'ATTACHED, 30.6 FEET EAST-SOUTHEAST OF A 4 INCH SQUARE CONCRETE
 ED2480'POST WITH A U.S. GEOLOGICAL SURVEY STANDARD BRASS DISK (NOT
 ED2480'STAMPED WITH IDENTIFYING NUMBER), 49.0 FEET SOUTHEAST OF HG 25B
 ED2480'(USE), 113.7 FEET SOUTHWEST OF A POWER POLE ON THE NORTHEAST
 ED2480'SIDE OF THE HIGHWAY, 160.5 FEET SOUTH OF A POWER POLE WITH
 ED2480'TRANSFORMER ON THE NORTHEAST SIDE OF THE HIGHWAY, AND 3.4 FEET
 ED2480'NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED2480'STANDARD DISK STAMPED 073-209 1975 AZMK, SET IN THE TOP OF A
 ED2480'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED2480'GROUND.
 ED2480'
 ED2480'HG 25B (USE) IS A U.S. ARMY CORPS OF ENGINEERS STANDARD DISK
 ED2480'STAMPED HG 25B USED AS A PROPERTY LINE MARKER FOR U.S. GOVERNMENT
 ED2480'LAND OBSERVED FOR AZIMUTH ONLY.  IT IS LOCATED 48 FEET SOUTHWEST
 ED2480'OF THE CENTERLINE OF U.S. HIGHWAY 29, 4.8 FEET NORTHEAST OF THE
 ED2480'FENCELINE, 63.3 FEET NORTHWEST OF THE TELEPHONE POLE WITH
 ED2480'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, AND 122.0 FEET
 ED2480'SOUTH-SOUTHWEST OF THE POWER POLE WITH TRANSFORMER ON THE
 ED2480'NORTHEAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1489 ***********************************************************************
 ED1489  DESIGNATION -  BV 073 210
 ED1489  PID         -  ED1489
 ED1489  STATE/COUNTY-  GA/HART
 ED1489  USGS QUAD   -  ROYSTON (1959)
 ED1489
 ED1489                         *CURRENT SURVEY CONTROL
 ED1489  ___________________________________________________________________
 ED1489* NAD 83(1994)-  34 15 42.45338(N)    083 05 01.24485(W)     ADJUSTED  
 ED1489* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 ED1489  ___________________________________________________________________
 ED1489  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 ED1489  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ED1489
 ED1489  HORZ ORDER  -  SECOND
 ED1489
 ED1489.The horizontal coordinates were established by classical geodetic methods
 ED1489.and adjusted by the National Geodetic Survey in September 1997..
 ED1489
 ED1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1489
 ED1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1489
 ED1489.The geoid height was determined by GEOID03.
 ED1489
 ED1489;                    North         East     Units Scale Factor Converg.
 ED1489;SPC GA E     -   472,920.548   115,549.890   MT  0.99998788   -0 30 58.6
 ED1489;SPC GA E     - 1,551,573.50    379,099.93   sFT  0.99998788   -0 30 58.6
 ED1489;UTM  17      - 3,793,148.068   308,153.450   MT  1.00005370   -1 10 24.3
 ED1489
 ED1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1489!SPC GA E     -   0.99996325  x   0.99998788  =   0.99995113
 ED1489!UTM  17      -   0.99996325  x   1.00005370  =   1.00001695
 ED1489
 ED1489|---------------------------------------------------------------------|
 ED1489| PID    Reference Object                     Distance      Geod. Az  |
 ED1489|                                                           dddmmss.s |
 ED1489| ED1490 BV 073 210 GADT 1975 PTA             25.533 METERS 30149     |
 ED1489| ED2847 BV 073 210 AZ MK                                   3213750.2 |
 ED1489|---------------------------------------------------------------------|
 ED1489
 ED1489                          SUPERSEDED SURVEY CONTROL
 ED1489
 ED1489  NAD 83(1986)-  34 15 42.46113(N)    083 05 01.24385(W) AD(       ) 2
 ED1489  NAD 27      -  34 15 42.08511(N)    083 05 01.72234(W) AD(       ) 2
 ED1489  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 ED1489
 ED1489.Superseded values are not recommended for survey control.
 ED1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1489.See file dsdata.txt to determine how the superseded data were derived.
 ED1489
 ED1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0815393148(NAD 83)
 ED1489_MARKER: DD = SURVEY DISK
 ED1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1489+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 ED1489
 ED1489  HISTORY     - Date     Condition        Report By
 ED1489  HISTORY     - 1976     MONUMENTED       GADT
 ED1489  HISTORY     - 20030203 GOOD             GADT
 ED1489
 ED1489                          STATION DESCRIPTION
 ED1489
 ED1489'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED1489'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH-NORTHWEST
 ED1489'OF VANNA, 2-1/4 MILES SOUTHEAST OF ROYSTON, AND 4 MILES
 ED1489'EAST-SOUTHEAST OF FRANKLIN SPRINGS ON COUNTY RIGHT OF WAY.
 ED1489'
 ED1489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 ED1489'ROUTE 8) AND STATE ROUTE 17 IN ROYSTON, GO SOUTH ALONG STATE
 ED1489'ROUTE 17 FOR 1.9 MILES TO THE JUNCTION OF COUNTY ROAD 397 TO THE
 ED1489'LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 397 FOR
 ED1489'0.6 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 122
 ED1489'CROSSING.  TURN RIGHT, GOING SOUTHEAST ALONG COUNTY ROAD 122 FOR
 ED1489'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 ED1489'SOUTHEAST ALONG COUNTY ROAD 122 FOR 0.2 MILE TO THE STATION ON
 ED1489'THE LEFT.
 ED1489'
 ED1489'THE STATION IS LOCATED 18 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1489'OF COUNTY ROAD 122, 147.0 FEET EAST-NORTHEAST OF THE EASTERNMOST
 ED1489'RAIL OF THE SOUTHERN RAILWAY TRACKS, 64.0 FEET SOUTH-SOUTHEAST
 ED1489'OF THE CENTER PULL POST OF A DOUBLE BRACE IN A FENCELINE, AND 1.5
 ED1489'FEET WEST-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT
 ED1489'IS A STANDARD BRASS DISK STAMPED 073-210 1975, SET IN THE TOP OF
 ED1489'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1489'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1489'STAMPED 073-210 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1489'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1489'
 ED1489'THE AZIMUTH MARK IS LOCATED 23 FEET SOUTHWEST OF THE CENTERLINE
 ED1489'OF COUNTY ROAD 122, 11.0 FEET NORTHEAST OF THE EASTERNMOST RAIL
 ED1489'OF THE RAILWAY TRACKS, 91.0 FEET NORTH-NORTHEAST OF METAL RAILWAY
 ED1489'MILE POST NUMBER 33, AND 1.7 FEET NORTHEAST OF A WITNESS POST.  IT
 ED1489'IS A STANDARD DISK STAMPED 073-210 1975 AZMK, SET IN THE TOP OF A
 ED1489'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1489'GROUND.
 ED1489
 ED1489                          STATION RECOVERY (2003)
 ED1489
 ED1489'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 ED1489'REPORTED BY CONSULTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2495 ***********************************************************************
 ED2495  DESIGNATION -  BV 073 211
 ED2495  PID         -  ED2495
 ED2495  STATE/COUNTY-  GA/HART
 ED2495  USGS QUAD   -  HARTWELL (1972)
 ED2495
 ED2495                         *CURRENT SURVEY CONTROL
 ED2495  ___________________________________________________________________
 ED2495* NAD 83(1994)-  34 21 16.89593(N)    082 59 15.59624(W)     ADJUSTED  
 ED2495* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 ED2495  ___________________________________________________________________
 ED2495  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED2495  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ED2495
 ED2495  HORZ ORDER  -  SECOND
 ED2495
 ED2495.The horizontal coordinates were established by classical geodetic methods
 ED2495.and adjusted by the National Geodetic Survey in September 1997..
 ED2495
 ED2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2495
 ED2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2495
 ED2495.The geoid height was determined by GEOID03.
 ED2495
 ED2495;                    North         East     Units Scale Factor Converg.
 ED2495;SPC GA E     -   483,149.685   124,475.497   MT  0.99997029   -0 27 48.0
 ED2495;SPC GA E     - 1,585,133.59    408,383.36   sFT  0.99997029   -0 27 48.0
 ED2495;UTM  17      - 3,803,274.590   317,196.406   MT  1.00001192   -1 07 19.1
 ED2495
 ED2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2495!SPC GA E     -   0.99996502  x   0.99997029  =   0.99993531
 ED2495!UTM  17      -   0.99996502  x   1.00001192  =   0.99997694
 ED2495
 ED2495|---------------------------------------------------------------------|
 ED2495| PID    Reference Object                     Distance      Geod. Az  |
 ED2495|                                                           dddmmss.s |
 ED2495| ED2497 BV 073 211 GADT 1975 PTA             28.829 METERS 23318     |
 ED2495| ED3026 BV 073 211 AZ MK                                   2890408.3 |
 ED2495|---------------------------------------------------------------------|
 ED2495
 ED2495                          SUPERSEDED SURVEY CONTROL
 ED2495
 ED2495  NAD 83(1986)-  34 21 16.90359(N)    082 59 15.59496(W) AD(       ) 2
 ED2495  NAD 27      -  34 21 16.53199(N)    082 59 16.07960(W) AD(       ) 2
 ED2495  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 ED2495
 ED2495.Superseded values are not recommended for survey control.
 ED2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2495.See file dsdata.txt to determine how the superseded data were derived.
 ED2495
 ED2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1719603275(NAD 83)
 ED2495_MARKER: DD = SURVEY DISK
 ED2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2495
 ED2495  HISTORY     - Date     Condition        Report By
 ED2495  HISTORY     - 1975     MONUMENTED       GADT
 ED2495
 ED2495                          STATION DESCRIPTION
 ED2495
 ED2495'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2495'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF AIRLINE,
 ED2495'3-1/4 MILES WEST OF HARTWELL, AND 7-1/4 MILES SOUTH-SOUTHWEST OF
 ED2495'REED CREEK ON THE PROPERTY OF CARRIE SANDERS.
 ED2495'
 ED2495'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 51 AND
 ED2495'STATE ROUTES 77 AND 366, LOCATED APPROXIMATELY 2-1/4 MILES WEST
 ED2495'OF HARTWELL, GO WEST ALONG STATE ROUTE 51 FOR 1.15 MILES TO THE
 ED2495'JUNCTION OF COUNTY ROAD 209 TO THE LEFT.  TURN LEFT, GOING SOUTH
 ED2495'CROSSING A RAILROAD TRACK ALONG COUNTY ROAD 209 FOR 0.1 MILE TO
 ED2495'ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 208 CROSSING.
 ED2495'TURN RIGHT, GOING WEST ALONG COUNTY ROAD 208 FOR APPROXIMATELY
 ED2495'100 FEET TO THE STATION ON THE LEFT.
 ED2495'
 ED2495'THE STATION IS LOCATED 20 FEET SOUTH OF THE CENTERLINE OF
 ED2495'COUNTY ROAD 208, 86 FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION
 ED2495'OF THE CENTERLINES OF COUNTY ROADS 208 AND 209, 47.7 FEET SOUTH
 ED2495'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 105.1 FEET
 ED2495'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, 90.0 FEET
 ED2495'SOUTH OF A 30 FOOT HIGH POLE WITH A BELL ON TOP, 105.5 FEET
 ED2495'SOUTH-SOUTHWEST OF A CEMETERY HEADSTONE MARKED WOODMEN
 ED2495'MEMORIAL OF THE WORLD, WILLIAM R. CARLTON, 65.0 FEET WEST OF A
 ED2495'FENCE CORNER POST AT THE NORTHWEST CORNER OF A FENCELINE, 30.5
 ED2495'FEET WEST OF THE WESTERNMOST POST OF A BASEBALL BACK STOP, AND
 ED2495'3.2 FEET SOUTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 ED2495'A STANDARD BRASS DISK STAMPED 073-211 1975, SET IN THE TOP OF A
 ED2495'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED2495'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED2495'STAMPED 073-211 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2495'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED2495'
 ED2495'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 51
 ED2495'AND COUNTY ROAD 209, CONTINUE GOING WEST ALONG STATE ROUTE 51
 ED2495'FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 37 FEET
 ED2495'NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROUTE 51, 100.8 FEET
 ED2495'WEST OF THE NORTHWEST CORNER OF THE NORTH HEAD WALL OF AN 18
 ED2495'INCH CONCRETE DRAIN PIPE UNDER THE HIGHWAY, 105.6 FEET EAST OF
 ED2495'THE SOUTHEAST CORNER OF A FENCE, 165.1 FEET WEST-SOUTHWEST OF
 ED2495'A POWER POLE BESIDE TWO CEDAR TREES, AND 2.1 FEET
 ED2495'SOUTH-SOUTHEAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED2495'STANDARD DISK STAMPED 073-211 1975 AZMK, SET IN THE TOP OF A
 ED2495'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED2495'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2487 ***********************************************************************
 ED2487  DESIGNATION -  BV 073 214
 ED2487  PID         -  ED2487
 ED2487  STATE/COUNTY-  GA/HART
 ED2487  USGS QUAD   -  HARTWELL (1972)
 ED2487
 ED2487                         *CURRENT SURVEY CONTROL
 ED2487  ___________________________________________________________________
 ED2487* NAD 83(1994)-  34 20 10.93070(N)    082 55 33.25486(W)     ADJUSTED  
 ED2487* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 ED2487  ___________________________________________________________________
 ED2487  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 ED2487  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ED2487
 ED2487  HORZ ORDER  -  SECOND
 ED2487
 ED2487.The horizontal coordinates were established by classical geodetic methods
 ED2487.and adjusted by the National Geodetic Survey in September 1997..
 ED2487
 ED2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2487
 ED2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2487
 ED2487.The geoid height was determined by GEOID03.
 ED2487
 ED2487;                    North         East     Units Scale Factor Converg.
 ED2487;SPC GA E     -   481,072.985   130,141.928   MT  0.99996014   -0 25 41.8
 ED2487;SPC GA E     - 1,578,320.28    426,973.98   sFT  0.99996014   -0 25 41.8
 ED2487;UTM  17      - 3,801,132.832   322,838.790   MT  0.99998689   -1 05 11.7
 ED2487
 ED2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2487!SPC GA E     -   0.99996736  x   0.99996014  =   0.99992750
 ED2487!UTM  17      -   0.99996736  x   0.99998689  =   0.99995425
 ED2487
 ED2487|---------------------------------------------------------------------|
 ED2487| PID    Reference Object                     Distance      Geod. Az  |
 ED2487|                                                           dddmmss.s |
 ED2487| ED2488 BV 073 214 GADT 1975 PTA             15.996 METERS 20121     |
 ED2487| ED3027 BV 073 214 AZ MK                                   20727     |
 ED2487| ED2496 WELL                                APPROX. 6.1 KM 2493946.2 |
 ED2487|---------------------------------------------------------------------|
 ED2487
 ED2487                          SUPERSEDED SURVEY CONTROL
 ED2487
 ED2487  NAD 83(1986)-  34 20 10.93831(N)    082 55 33.25363(W) AD(       ) 2
 ED2487  NAD 27      -  34 20 10.56449(N)    082 55 33.74520(W) AD(       ) 2
 ED2487  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 ED2487
 ED2487.Superseded values are not recommended for survey control.
 ED2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2487.See file dsdata.txt to determine how the superseded data were derived.
 ED2487
 ED2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2283901133(NAD 83)
 ED2487_MARKER: DD = SURVEY DISK
 ED2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2487
 ED2487  HISTORY     - Date     Condition        Report By
 ED2487  HISTORY     - 1975     MONUMENTED       GADT
 ED2487
 ED2487                          STATION DESCRIPTION
 ED2487
 ED2487'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED2487'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH-SOUTHEAST
 ED2487'OF HARTWELL, 6-1/4 MILES EAST-SOUTHEAST OF AIRLINE, AND 5-1/4
 ED2487'MILES NORTH-NORTHWEST OF NUBERG ON COUNTY RIGHT OF WAY.
 ED2487'
 ED2487'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 ED2487'U.S. HIGHWAY 29 (STATE ROUTE 8) IN HARTWELL, GO SOUTH ALONG STATE
 ED2487'ROUTE 77 FOR 1.3 MILES TO THE JUNCTION OF COUNTY ROAD 54 TO THE
 ED2487'RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ALONG COUNTY ROAD 54 FOR
 ED2487'0.25 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 53
 ED2487'CROSSING AND THE STATION ON THE RIGHT.
 ED2487'
 ED2487'THE STATION IS LOCATED 19 FEET NORTH OF THE CENTERLINE OF
 ED2487'COUNTY ROAD 54, 40.0 FEET NORTH OF A TELEPHONE POLE ON THE SOUTH
 ED2487'SIDE OF COUNTY ROAD 54, 63.0 FEET EAST OF A TELEPHONE POLE ON THE
 ED2487'WEST SIDE OF COUNTY ROAD 53, 52 FEET EAST-NORTHEAST OF THE POINT
 ED2487'OF INTERSECTION OF THE CENTERLINES OF THE COUNTY ROADS, 24.0 FEET
 ED2487'EAST-SOUTHEAST OF THE SOUTHWEST CORNER POST OF A FENCE, AND 2.3
 ED2487'FEET SOUTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED2487'STANDARD BRASS DISK STAMPED 073-214 1975, SET IN THE TOP OF A
 ED2487'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED2487'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED2487'073-214 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2487'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED2487'
 ED2487'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROADS 53
 ED2487'AND 54, GO SOUTHERLY ALONG COUNTY ROAD 53 FOR 0.05 MILE TO THE
 ED2487'MARK ON THE RIGHT.  IT IS LOCATED 16 FEET WEST-NORTHWEST OF THE
 ED2487'CENTERLINE OF COUNTY ROAD 53, 87.0 FEET WEST-SOUTHWEST OF A
 ED2487'TELEPHONE POLE ON THE EAST SIDE OF THE ROAD, 56.0 FEET
 ED2487'NORTH-NORTHWEST OF ANOTHER TELEPHONE POLE ON THE EAST SIDE OF
 ED2487'THE ROAD, 17.0 FEET NORTH OF THE WESTERNMOST END OF A 12 INCH
 ED2487'CONCRETE CULVERT UNDER THE ROAD, 22.0 FEET EAST-NORTHEAST OF
 ED2487'THE NORTHERNMOST PULL POST OF A SINGLE BRACE IN A FENCELINE,
 ED2487'AND 1.5 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT THE
 ED2487'FENCELINE.  IT IS A STANDARD DISK STAMPED 073-214 1975 AZMK, SET IN
 ED2487'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED2487'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1521 ***********************************************************************
 ED1521  DESIGNATION -  BV 073 215
 ED1521  PID         -  ED1521
 ED1521  STATE/COUNTY-  GA/HART
 ED1521  USGS QUAD   -  BOWMAN (1972)
 ED1521
 ED1521                         *CURRENT SURVEY CONTROL
 ED1521  ___________________________________________________________________
 ED1521* NAD 83(1994)-  34 14 35.06922(N)    083 01 46.69667(W)     ADJUSTED  
 ED1521* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 ED1521  ___________________________________________________________________
 ED1521  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 ED1521  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 ED1521
 ED1521  HORZ ORDER  -  SECOND
 ED1521
 ED1521.The horizontal coordinates were established by classical geodetic methods
 ED1521.and adjusted by the National Geodetic Survey in September 1997..
 ED1521
 ED1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1521
 ED1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1521
 ED1521.The geoid height was determined by GEOID03.
 ED1521
 ED1521;                    North         East     Units Scale Factor Converg.
 ED1521;SPC GA E     -   470,800.831   120,509.226   MT  0.99997786   -0 29 08.2
 ED1521;SPC GA E     - 1,544,619.06    395,370.69   sFT  0.99997786   -0 29 08.2
 ED1521;UTM  17      - 3,790,971.498   313,088.447   MT  1.00003066   -1 08 32.7
 ED1521
 ED1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1521!SPC GA E     -   0.99996575  x   0.99997786  =   0.99994361
 ED1521!UTM  17      -   0.99996575  x   1.00003066  =   0.99999641
 ED1521
 ED1521|---------------------------------------------------------------------|
 ED1521| PID    Reference Object                     Distance      Geod. Az  |
 ED1521|                                                           dddmmss.s |
 ED1521| ED1520 BV 073 215 GADT 1975 PTA             20.767 METERS 03113     |
 ED1521| ED2848 BV 073 215 AZ MK                                   1580829.0 |
 ED1521| ED1522 BOWMAN MUN TANK                     APPROX. 4.3 KM 1810159.4 |
 ED1521|---------------------------------------------------------------------|
 ED1521
 ED1521                          SUPERSEDED SURVEY CONTROL
 ED1521
 ED1521  NAD 83(1986)-  34 14 35.07694(N)    083 01 46.69551(W) AD(       ) 2
 ED1521  NAD 27      -  34 14 34.69568(N)    083 01 47.17473(W) AD(       ) 2
 ED1521  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 ED1521
 ED1521.Superseded values are not recommended for survey control.
 ED1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1521.See file dsdata.txt to determine how the superseded data were derived.
 ED1521
 ED1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1308890971(NAD 83)
 ED1521_MARKER: DD = SURVEY DISK
 ED1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1521
 ED1521  HISTORY     - Date     Condition        Report By
 ED1521  HISTORY     - 1975     MONUMENTED       GADT
 ED1521
 ED1521                          STATION DESCRIPTION
 ED1521
 ED1521'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1521'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF
 ED1521'BOWMAN, 2-1/2 MILES EAST OF VANNA, AND 5-1/2 MILES SOUTHEAST OF
 ED1521'ROYSTON ON THE PROPERTY OF MR. MATHIS SMITH.
 ED1521'
 ED1521'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED1521'STATE ROUTE 172 IN BOWMAN, GO NORTHWEST ALONG STATE ROUTE 17
 ED1521'FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD 147 TO THE LEFT AND
 ED1521'AN UNMARKED COUNTY PAVED ROAD TO THE RIGHT PARALLELING A
 ED1521'RAILWAY.  TURN RIGHT, GOING NORTHWEST ALONG THE UNMARKED COUNTY
 ED1521'PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 ED1521'154 TO THE RIGHT CROSSING THE RAILWAY.  TURN RIGHT, GOING
 ED1521'NORTHEAST ALONG COUNTY ROAD 154 FOR 1.2 MILES TO THE JUNCTION
 ED1521'OF DIRT COUNTY ROAD 155 FORKING TO THE LEFT.  TURN LEFT,
 ED1521'GOING NORTH ALONG COUNTY ROAD 155 TO ITS TERMINATION AT THE
 ED1521'ELBERT-HART COUNTY LINE AND BEGINNING OF PAVED HART
 ED1521'COUNTY ROAD 109.  CONTINUE GOING NORTH ALONG COUNTY ROAD
 ED1521'109 FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD 110 REVERSE
 ED1521'FORKING TO THE RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD
 ED1521'109 FOR 0.4 MILE TO THE JUNCTION OF A DIRT DRIVEWAY
 ED1521'TO THE MATHIS SMITH RESIDENCE TO THE RIGHT.  TURN RIGHT, GOING
 ED1521'EASTERLY FOR 0.1 MILE TO THE RESIDENCE ON THE LEFT AND THE
 ED1521'STATION ON THE RIGHT.
 ED1521'
 ED1521'THE STATION IS LOCATED 45 FEET SOUTH-SOUTHEAST OF THE
 ED1521'CENTERLINE OF THE DRIVEWAY, 74.0 FEET SOUTHEAST OF THE
 ED1521'EASTERNMOST CORNER OF THE HOUSE, 71.0 FEET SOUTH OF THE
 ED1521'WESTERNMOST CORNER OF A PUMP HOUSE, 7.0 FEET NORTH OF A 12 INCH
 ED1521'OAK TREE, 9.5 FEET WEST OF ANOTHER 12 INCH OAK TREE, AND 1.5
 ED1521'FEET NORTH-NORTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT
 ED1521'IS A STANDARD BRASS DISK STAMPED 073-215 1975, SET IN THE TOP OF
 ED1521'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1521'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1521'STAMPED 073-215 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1521'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 ED1521'
 ED1521'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROADS
 ED1521'109 AND 110, GO SOUTHEAST ALONG COUNTY ROAD 110 FOR 0.25 MILE
 ED1521'TO THE MARK ON THE LEFT.  IT IS LOCATED 20 FEET NORTHEAST OF
 ED1521'THE CENTERLINE OF COUNTY ROAD 110, 68.0 FEET EAST-NORTHEAST OF
 ED1521'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTHWEST SIDE
 ED1521'OF THE ROAD, 18.8 FEET WEST OF THE NORTHEASTERNMOST PULL POST OF
 ED1521'A BRACE IN A FENCELINE, AND 2.5 FEET SOUTHWEST OF A WITNESS
 ED1521'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 073-215
 ED1521'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1521'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2490 ***********************************************************************
 ED2490  DESIGNATION -  BV 073 216
 ED2490  PID         -  ED2490
 ED2490  STATE/COUNTY-  GA/HART
 ED2490  USGS QUAD   -  HARTWELL (1972)
 ED2490
 ED2490                         *CURRENT SURVEY CONTROL
 ED2490  ___________________________________________________________________
 ED2490* NAD 83(1994)-  34 16 25.28733(N)    082 55 40.46117(W)     ADJUSTED  
 ED2490* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 ED2490  ___________________________________________________________________
 ED2490  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 ED2490  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ED2490
 ED2490  HORZ ORDER  -  SECOND
 ED2490
 ED2490.The horizontal coordinates were established by classical geodetic methods
 ED2490.and adjusted by the National Geodetic Survey in September 1997..
 ED2490
 ED2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2490
 ED2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2490
 ED2490.The geoid height was determined by GEOID03.
 ED2490
 ED2490;                    North         East     Units Scale Factor Converg.
 ED2490;SPC GA E     -   474,122.015   129,905.679   MT  0.99996054   -0 25 43.3
 ED2490;SPC GA E     - 1,555,515.31    426,198.88   sFT  0.99996054   -0 25 43.3
 ED2490;UTM  17      - 3,794,184.843   322,522.747   MT  0.99998828   -1 05 09.5
 ED2490
 ED2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2490!SPC GA E     -   0.99996843  x   0.99996054  =   0.99992897
 ED2490!UTM  17      -   0.99996843  x   0.99998828  =   0.99995671
 ED2490
 ED2490|---------------------------------------------------------------------|
 ED2490| PID    Reference Object                     Distance      Geod. Az  |
 ED2490|                                                           dddmmss.s |
 ED2490| ED2489 BV 073 216 GADT 1975 PTA             24.410 METERS 02944     |
 ED2490| ED3028 BV 073 216 AZ MK                                   1040607.1 |
 ED2490|---------------------------------------------------------------------|
 ED2490
 ED2490                          SUPERSEDED SURVEY CONTROL
 ED2490
 ED2490  NAD 83(1986)-  34 16 25.29505(N)    082 55 40.46000(W) AD(       ) 2
 ED2490  NAD 27      -  34 16 24.91533(N)    082 55 40.95325(W) AD(       ) 2
 ED2490  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 ED2490
 ED2490.Superseded values are not recommended for survey control.
 ED2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2490.See file dsdata.txt to determine how the superseded data were derived.
 ED2490
 ED2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2252394185(NAD 83)
 ED2490_MARKER: DD = SURVEY DISK
 ED2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED2490
 ED2490  HISTORY     - Date     Condition        Report By
 ED2490  HISTORY     - 1976     MONUMENTED       GADT
 ED2490
 ED2490                          STATION DESCRIPTION
 ED2490
 ED2490'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED2490'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST-NORTHWEST OF
 ED2490'NUBERG, 5-1/2 MILES SOUTH OF HARTWELL, AND 7-3/4 MILES NORTHEAST
 ED2490'OF BOWMAN ON THE PROPERTY OF CHARLES MEWBORN, JR.
 ED2490'
 ED2490'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 ED2490'ROUTE 172 IN BOWMAN, GO NORTHEASTERLY ALONG STATE ROUTE 172 FOR
 ED2490'3.85 MILES TO THE JUNCTION OF COUNTY ROAD 90986 CROSSING.  CONTINUE
 ED2490'GOING NORTHEAST ALONG STATE ROUTE 172 FOR 3.35 MILES TO THE
 ED2490'JUNCTION OF COUNTY ROAD 92375 CROSSING.  TURN RIGHT, GOING
 ED2490'SOUTHEASTERLY ALONG COUNTY ROAD 92375 FOR 1.55 MILES TO THE BIO
 ED2490'CHURCH AND THE JUNCTION OF COUNTY ROAD 60 CROSSING.  CONTINUE
 ED2490'GOING SOUTHEASTERLY ALONG COUNTY ROAD 92375 FOR 0.5 MILE TO
 ED2490'THE JUNCTION OF A PAVED DRIVEWAY TO THE SOUTH LEADING TO THE
 ED2490'CHARLES MEWBORN JR., RESIDENCE.  TURN RIGHT, GOING SOUTH ALONG
 ED2490'THE DRIVEWAY AND CONTINUING SOUTHWARD PARALLEL TO A
 ED2490'FENCELINE ON THE RIGHT, PASSING THROUGH A GAP IN AN EAST-WEST
 ED2490'FENCELINE FOR 0.05 MILE TO THE STATION.
 ED2490'
 ED2490'THE STATION IS LOCATED 23 FEET SOUTH OF THE EASTERNMOST POST OF
 ED2490'THE GAP, 55.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 ED2490'METAL BARN, 109.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 2.0
 ED2490'FEET EAST OF A WITNESS POST SET AT THE NORTH-SOUTH FENCELINE.  IT
 ED2490'IS A STANDARD BRASS DISK STAMPED 073-216 1976, SET IN THE TOP OF
 ED2490'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED2490'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED2490'STAMPED 073-216 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 ED2490'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED2490'
 ED2490'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 92375
 ED2490'AND THE PAVED DRIVEWAY, CONTINUE GOING SOUTHEASTERLY ALONG COUNTY
 ED2490'ROAD 92375 FOR 1.35 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 41
 ED2490'TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 41 FOR
 ED2490'0.05 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 29 FEET EAST
 ED2490'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 41, 23.0 FEET
 ED2490'NORTH-NORTHWEST OF A POWER POLE, 90.0 FEET NORTHEAST OF THE
 ED2490'NORTHERNMOST CORNER OF A WHITE HOUSE, 98.0 FEET
 ED2490'SOUTH-SOUTHEAST OF A POWER POLE ON THE EAST SIDE OF THE ROAD,
 ED2490'AND 3.3 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED2490'STANDARD DISK STAMPED 073-216 1976 AZMK, SET IN THE TOP OF
 ED2490'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED2490'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3482 ***********************************************************************
 DG3482  DESIGNATION -  BV 074 200
 DG3482  PID         -  DG3482
 DG3482  STATE/COUNTY-  GA/HEARD
 DG3482  USGS QUAD   -  LOWELL (1982)
 DG3482
 DG3482                         *CURRENT SURVEY CONTROL
 DG3482  ___________________________________________________________________
 DG3482* NAD 83(1994)-  33 24 56.10349(N)    085 05 16.32802(W)     ADJUSTED  
 DG3482* NAVD 88     -       330.6    (meters)    1085.     (feet)  VERTCON   
 DG3482  ___________________________________________________________________
 DG3482  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DG3482  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3482
 DG3482  HORZ ORDER  -  SECOND
 DG3482
 DG3482.The horizontal coordinates were established by classical geodetic methods
 DG3482.and adjusted by the National Geodetic Survey in September 1997..
 DG3482
 DG3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3482
 DG3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3482
 DG3482.The geoid height was determined by GEOID03.
 DG3482
 DG3482;                    North         East     Units Scale Factor Converg.
 DG3482;SPC GA W     -   379,067.785   614,323.657   MT  0.99999047   -0 30 26.4
 DG3482;SPC GA W     - 1,243,658.22  2,015,493.53   sFT  0.99999047   -0 30 26.4
 DG3482;UTM  16      - 3,698,994.385   677,794.303   MT  0.99998974   +1 03 11.9
 DG3482
 DG3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3482!SPC GA W     -   0.99995268  x   0.99999047  =   0.99994315
 DG3482!UTM  16      -   0.99995268  x   0.99998974  =   0.99994242
 DG3482
 DG3482:                Primary Azimuth Mark                     Grid Az
 DG3482:SPC GA W     -  LOWELL GA PWR CO MAST                    048 10 42.6
 DG3482:UTM  16      -  LOWELL GA PWR CO MAST                    046 37 04.3
 DG3482
 DG3482|---------------------------------------------------------------------|
 DG3482| PID    Reference Object                     Distance      Geod. Az  |
 DG3482|                                                           dddmmss.s |
 DG3482| DG3485 LOWELL GA PWR CO MAST               APPROX. 4.9 KM 0474016.2 |
 DG3482| CZ3049 BV 074 200 AZ MK                                   3084133.1 |
 DG3482|---------------------------------------------------------------------|
 DG3482
 DG3482                          SUPERSEDED SURVEY CONTROL
 DG3482
 DG3482  NAD 83(1994)-  33 24 56.10522(N)    085 05 16.32909(W) AD(       ) 2
 DG3482  NAD 83(1986)-  33 24 56.10873(N)    085 05 16.32479(W) AD(       ) 2
 DG3482  NAD 27      -  33 24 55.69435(N)    085 05 16.53231(W) AD(       ) 2
 DG3482  NGVD 29 (07/19/86)  330.6    (m)         1085.     (f) VERT ANG       
 DG3482
 DG3482.Superseded values are not recommended for survey control.
 DG3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3482.See file dsdata.txt to determine how the superseded data were derived.
 DG3482
 DG3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7779498994(NAD 83)
 DG3482_MARKER: DD = SURVEY DISK
 DG3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3482
 DG3482  HISTORY     - Date     Condition        Report By
 DG3482  HISTORY     - 1973     MONUMENTED       GADT
 DG3482
 DG3482                          STATION DESCRIPTION
 DG3482
 DG3482'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3482'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHEAST OF ROOPVILLE,
 DG3482'9-1/4 MILES NORTH OF FRANKLIN, AND 17 MILES WEST OF NEWNAN.
 DG3482'
 DG3482'TO REACH THE STATION FROM THE JUNCTION OF U.S. 27 AND STATE ROUTE
 DG3482'5 IN ROOPVILLE, PROCEED SOUTH ON U.S. 27 FOR 3.7 MILES TO THE
 DG3482'INTERSECTION OF U.S. 27 AND GLENLOCK ROAD (TROUP COUNTY ROAD
 DG3482'13).  TURN LEFT, EAST ON GLENLOCK ROAD FOR 2.3 MILES TO A GATE
 DG3482'TO A PASTURE ON THE RIGHT.
 DG3482'
 DG3482'THE STATION IS LOCATED IN THE PASTURE NEAR A GOLDKIST CATTLE
 DG3482'FEEDER.  IT IS 202 FEET SOUTHEAST OF THE NORTH GATE POST, 97.0
 DG3482'FEET EAST OF THE SOUTHEAST CORNER OF AN OLD FRAME HOUSE SOUTH
 DG3482'OF THE GATE, AND 217 FEET SOUTH OF THE FIRST FENCE CORNER LOCATED
 DG3482'NORTHEAST OF THE GATE.  IT IS A STANDARD BRASS DISK STAMPED
 DG3482'074-200, SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3482'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG3482'DISK STAMPED 074-200, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3482'0.59 METER BELOW THE SURFACE OF THE GROUND.
 DG3482'
 DG3482'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST
 DG3482'ON GLENLOCK ROAD FOR 0.9 MILE TO THE INTERSECTION OF GLENLOCK
 DG3482'ROAD AND THE FIRST DIRT ROAD ON THE RIGHT.
 DG3482'
 DG3482'THE MARK IS LOCATED 101 FEET NORTHEAST OF THE POINT OF
 DG3482'INTERSECTION OF GLENLOCK ROAD AND THE DIRT ROAD, 16 FEET NORTH OF
 DG3482'THE CENTERLINE OF THE DIRT ROAD, AND 90 FEET SOUTH OF A FENCE.  IT
 DG3482'IS A STANDARD DISK STAMPED 074-200 AZI, SET IN THE TOP OF A 10
 DG3482'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3482'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3484 ***********************************************************************
 DG3484  DESIGNATION -  BV 074 201
 DG3484  PID         -  DG3484
 DG3484  STATE/COUNTY-  GA/HEARD
 DG3484  USGS QUAD   -  LOWELL (1982)
 DG3484
 DG3484                         *CURRENT SURVEY CONTROL
 DG3484  ___________________________________________________________________
 DG3484* NAD 83(1994)-  33 23 20.75887(N)    085 06 36.52372(W)     ADJUSTED  
 DG3484* NAVD 88     -       317.3    (meters)    1041.     (feet)  VERTCON   
 DG3484  ___________________________________________________________________
 DG3484  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DG3484  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3484
 DG3484  HORZ ORDER  -  SECOND
 DG3484
 DG3484.The horizontal coordinates were established by classical geodetic methods
 DG3484.and adjusted by the National Geodetic Survey in September 1997..
 DG3484
 DG3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3484
 DG3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3484
 DG3484.The geoid height was determined by GEOID03.
 DG3484
 DG3484;                    North         East     Units Scale Factor Converg.
 DG3484;SPC GA W     -   376,149.037   612,225.121   MT  0.99999496   -0 31 09.3
 DG3484;SPC GA W     - 1,234,082.30  2,008,608.58   sFT  0.99999496   -0 31 09.3
 DG3484;UTM  16      - 3,696,019.607   675,776.025   MT  0.99998094   +1 02 25.1
 DG3484
 DG3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3484!SPC GA W     -   0.99995477  x   0.99999496  =   0.99994973
 DG3484!UTM  16      -   0.99995477  x   0.99998094  =   0.99993571
 DG3484
 DG3484:                Primary Azimuth Mark                     Grid Az
 DG3484:SPC GA W     -  BV 074 201 AZ MK                         305 09 09.7
 DG3484:UTM  16      -  BV 074 201 AZ MK                         303 35 35.3
 DG3484
 DG3484|---------------------------------------------------------------------|
 DG3484| PID    Reference Object                     Distance      Geod. Az  |
 DG3484|                                                           dddmmss.s |
 DG3484| CZ3050 BV 074 201 AZ MK                                   3043800.4 |
 DG3484|---------------------------------------------------------------------|
 DG3484
 DG3484                          SUPERSEDED SURVEY CONTROL
 DG3484
 DG3484  NAD 83(1994)-  33 23 20.76054(N)    085 06 36.52461(W) AD(       ) 2
 DG3484  NAD 83(1986)-  33 23 20.76402(N)    085 06 36.52035(W) AD(       ) 2
 DG3484  NAD 27      -  33 23 20.34777(N)    085 06 36.72575(W) AD(       ) 2
 DG3484  NGVD 29 (07/19/86)  317.3    (m)         1041.     (f) VERT ANG       
 DG3484
 DG3484.Superseded values are not recommended for survey control.
 DG3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3484.See file dsdata.txt to determine how the superseded data were derived.
 DG3484
 DG3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7577696020(NAD 83)
 DG3484_MARKER: DD = SURVEY DISK
 DG3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3484
 DG3484  HISTORY     - Date     Condition        Report By
 DG3484  HISTORY     - 1973     MONUMENTED       GADT
 DG3484
 DG3484                          STATION DESCRIPTION
 DG3484
 DG3484'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3484'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST OF
 DG3484'ROOPVILLE, 7.5 MILES NORTHWEST OF FRANKLIN, AND 13.8 MILES WEST
 DG3484'OF NEWNAN.
 DG3484'
 DG3484'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 DG3484'ROUTE 5 (IN DOWNTOWN ROOPVILLE) PROCEED SOUTH ON U.S. 27 FOR 4.0
 DG3484'MILES TO THE DRIVEWAY OF FRIENDSHIP BAPTIST CHURCH ON THE
 DG3484'RIGHT.  TURN RIGHT UP THE DRIVEWAY AND PROCEED 0.05 MILE TO THE
 DG3484'STATION.
 DG3484'
 DG3484'THE STATION IS A STANDARD DISK STAMPED 074-201, SET IN A 10 INCH
 DG3484'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3484'UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-201, SET IN AN
 DG3484'IRREGULAR MASS OF CONCRETE 0.72 METERS BELOW THE SURFACE OF
 DG3484'THE GROUND.
 DG3484'
 DG3484'IT IS 13.9 FEET SOUTH OF THE WITNESS POST, 213.2 FEET WEST OF
 DG3484'THE CENTERLINE OF U.S. 27, 23.3 FEET NORTH OF THE NORTHEAST
 DG3484'CORNER OF THE CHURCH, AND 63.3 FEET NORTHEAST OF THE NORTHWEST
 DG3484'CORNER OF THE CHURCH.
 DG3484'
 DG3484'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED BACK TO
 DG3484'U.S. 27, TURN LEFT AND PROCEED NORTH ON U.S. 27 FOR 0.30 MILE TO
 DG3484'A CROSS ROAD OF TWO COUNTY ROADS.  TURN LEFT ON COUNTY ROAD 38
 DG3484'AND PROCEED WEST FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 DG3484'
 DG3484'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 074-201 AZI, SET IN
 DG3484'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3484'THE GROUND.
 DG3484'
 DG3484'IT IS 21.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 36.4 FEET
 DG3484'NORTH OF A FENCE LINE, AND 162 FEET WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3507 ***********************************************************************
 DG3507  DESIGNATION -  BV 074 202
 DG3507  PID         -  DG3507
 DG3507  STATE/COUNTY-  GA/HEARD
 DG3507  USGS QUAD   -  ROOPVILLE (1982)
 DG3507
 DG3507                         *CURRENT SURVEY CONTROL
 DG3507  ___________________________________________________________________
 DG3507* NAD 83(1994)-  33 22 31.19287(N)    085 10 19.51476(W)     ADJUSTED  
 DG3507* NAVD 88     -       330.3    (meters)    1084.     (feet)  VERTCON   
 DG3507  ___________________________________________________________________
 DG3507  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DG3507  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3507
 DG3507  HORZ ORDER  -  SECOND
 DG3507
 DG3507.The horizontal coordinates were established by classical geodetic methods
 DG3507.and adjusted by the National Geodetic Survey in September 1997..
 DG3507
 DG3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3507
 DG3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3507
 DG3507.The geoid height was determined by GEOID03.
 DG3507
 DG3507;                    North         East     Units Scale Factor Converg.
 DG3507;SPC GA W     -   374,675.976   606,447.488   MT  1.00000787   -0 33 11.3
 DG3507;SPC GA W     - 1,229,249.43  1,989,653.13   sFT  1.00000787   -0 33 11.3
 DG3507;UTM  16      - 3,694,389.931   670,040.802   MT  0.99995649   +1 00 20.9
 DG3507
 DG3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3507!SPC GA W     -   0.99995274  x   1.00000787  =   0.99996061
 DG3507!UTM  16      -   0.99995274  x   0.99995649  =   0.99990923
 DG3507
 DG3507:                Primary Azimuth Mark                     Grid Az
 DG3507:SPC GA W     -  BV 074 202 AZ MK                         343 56 16.4
 DG3507:UTM  16      -  BV 074 202 AZ MK                         342 22 44.2
 DG3507
 DG3507|---------------------------------------------------------------------|
 DG3507| PID    Reference Object                     Distance      Geod. Az  |
 DG3507|                                                           dddmmss.s |
 DG3507| CZ3051 BV 074 202 AZ MK                                   3432305.1 |
 DG3507|---------------------------------------------------------------------|
 DG3507
 DG3507                          SUPERSEDED SURVEY CONTROL
 DG3507
 DG3507  NAD 83(1994)-  33 22 31.19354(N)    085 10 19.51700(W) AD(       ) 2
 DG3507  NAD 83(1986)-  33 22 31.19806(N)    085 10 19.51035(W) AD(       ) 2
 DG3507  NAD 27      -  33 22 30.78115(N)    085 10 19.71085(W) AD(       ) 2
 DG3507  NGVD 29 (07/19/86)  330.2    (m)         1083.     (f) VERT ANG       
 DG3507
 DG3507.Superseded values are not recommended for survey control.
 DG3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3507.See file dsdata.txt to determine how the superseded data were derived.
 DG3507
 DG3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7004194390(NAD 83)
 DG3507_MARKER: DD = SURVEY DISK
 DG3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3507
 DG3507  HISTORY     - Date     Condition        Report By
 DG3507  HISTORY     - 1973     MONUMENTED       GADT
 DG3507
 DG3507                          STATION DESCRIPTION
 DG3507
 DG3507'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3507'THE STATION IS LOCATED 8.0 MILES NORTHWEST OF FRANKLIN, 4.0 MILES
 DG3507'WEST OF CENTRALHATCHEE, AND 12.4 MILES SOUTHEAST OF BOWDON.
 DG3507'
 DG3507'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 DG3507'ROUTE 34E IN FRANKLIN, GO WEST ON U.S. 27 AND STATE ROUTE 34
 DG3507'FOR 0.25 MILES TO THE CHATTAHOCHEE RIVER.  CONTINUE WEST ON
 DG3507'U.S. 27 AND STATE ROUTE 34 FOR 0.50 MILE TO THE INTERSECTION OF
 DG3507'U.S. 27 AND STATE ROUTE 34W TO THE LEFT.  CONTINUE NORTH ON
 DG3507'U.S. 27 FOR 5.75 MILES TO THE INTERSECTION OF HEARD COUNTY ROAD
 DG3507'92034 ON THE LEFT.  TURN LEFT, WEST ON COUNTY ROAD 92034 FOR
 DG3507'1.75 MILES TO THE INTERSECTION OF COUNTY ROAD 43 TO THE RIGHT.
 DG3507'GO RIGHT, NORTHWEST, FOR 2.65 MILES ON COUNTY ROAD 43 TO ITS
 DG3507'TERMINUS ON COUNTY ROAD 91062.  TURN RIGHT ON COUNTY ROAD 91062
 DG3507'AND GO NORTH FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DG3507'
 DG3507'THE STATION IS A STANDARD DISK STAMPED 074-202, SET IN A 10 INCH
 DG3507'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3507'
 DG3507'THE STATION IS LOCATED 146 FEET WEST OF THE CENTERLINE OF COUNTY
 DG3507'ROAD 91062, 111 FEET WEST OF A WITNESS POST, 217 FEET NORTHWEST
 DG3507'OF A PINE TREE, AND 388 FEET SOUTH OF AN OAK TREE.
 DG3507'
 DG3507'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 DG3507'COUNTY ROAD 91062 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 DG3507'
 DG3507'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 074-202 AZI, SET IN A
 DG3507'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3507'THE GROUND.
 DG3507'
 DG3507'THE AZIMUTH MARK LIES WITHIN AN AREA BOUNDED BY A SEMICIRCULAR
 DG3507'DRIVE AND COUNTY ROAD 91062.  THE MARK IS 17.0 FEET WEST OF THE
 DG3507'CENTERLINE OF COUNTY ROAD 91062, 35.0 FEET SOUTH OF THE
 DG3507'NORTHERNMOST POINT OF INTERSECTION OF THE DRIVE AND COUNTY ROAD
 DG3507'91062, 69.0 FEET NORTH OF AN 18 INCH WATER OAK, AND 76.0 FEET
 DG3507'SOUTHEAST OF ANOTHER TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3492 ***********************************************************************
 DG3492  DESIGNATION -  BV 074 203
 DG3492  PID         -  DG3492
 DG3492  STATE/COUNTY-  GA/HEARD
 DG3492  USGS QUAD   -  FRANKLIN (1964)
 DG3492
 DG3492                         *CURRENT SURVEY CONTROL
 DG3492  ___________________________________________________________________
 DG3492* NAD 83(1994)-  33 21 09.28159(N)    085 02 42.35583(W)     ADJUSTED  
 DG3492* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 DG3492  ___________________________________________________________________
 DG3492  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DG3492  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DG3492
 DG3492  HORZ ORDER  -  SECOND
 DG3492
 DG3492.The horizontal coordinates were established by classical geodetic methods
 DG3492.and adjusted by the National Geodetic Survey in September 1997..
 DG3492
 DG3492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3492
 DG3492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3492
 DG3492.The geoid height was determined by GEOID03.
 DG3492
 DG3492;                    North         East     Units Scale Factor Converg.
 DG3492;SPC GA W     -   372,045.663   618,242.655   MT  0.99998238   -0 28 58.7
 DG3492;SPC GA W     - 1,220,619.81  2,028,351.11   sFT  0.99998238   -0 28 58.7
 DG3492;UTM  16      - 3,692,081.423   681,902.990   MT  1.00000796   +1 04 30.3
 DG3492
 DG3492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3492!SPC GA W     -   0.99996184  x   0.99998238  =   0.99994422
 DG3492!UTM  16      -   0.99996184  x   1.00000796  =   0.99996980
 DG3492
 DG3492:                Primary Azimuth Mark                     Grid Az
 DG3492:SPC GA W     -  BV 074 203 AZ MK                         263 52 57.3
 DG3492:UTM  16      -  BV 074 203 AZ MK                         262 19 28.3
 DG3492
 DG3492|---------------------------------------------------------------------|
 DG3492| PID    Reference Object                     Distance      Geod. Az  |
 DG3492|                                                           dddmmss.s |
 DG3492| CZ3052 BV 074 203 AZ MK                                   2632358.6 |
 DG3492|---------------------------------------------------------------------|
 DG3492
 DG3492                          SUPERSEDED SURVEY CONTROL
 DG3492
 DG3492  NAD 83(1994)-  33 21 09.28359(N)    085 02 42.35652(W) AD(       ) 2
 DG3492  NAD 83(1986)-  33 21 09.28708(N)    085 02 42.35292(W) AD(       ) 2
 DG3492  NAD 27      -  33 21 08.86716(N)    085 02 42.56510(W) AD(       ) 2
 DG3492  NGVD 29 (07/19/86)  272.3    (m)          893.     (f) VERT ANG       
 DG3492
 DG3492.Superseded values are not recommended for survey control.
 DG3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3492.See file dsdata.txt to determine how the superseded data were derived.
 DG3492
 DG3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8190392081(NAD 83)
 DG3492_MARKER: DD = SURVEY DISK
 DG3492_SETTING: 66 = SET IN ROCK OUTCROP
 DG3492_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DG3492
 DG3492  HISTORY     - Date     Condition        Report By
 DG3492  HISTORY     - 1973     MONUMENTED       GADT
 DG3492
 DG3492                          STATION DESCRIPTION
 DG3492
 DG3492'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3492'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHEAST OF FRANKLIN,
 DG3492'8-1/2 MILES SOUTHEAST OF ROOPVILLE, AND 10-1/4 MILES NORTHWEST
 DG3492'OF CORINTH.
 DG3492'
 DG3492'TO REACH THE STATION FROM THE SQUARE IN FRANKLIN, GO EAST ON
 DG3492'STATE ROUTE 34 FOR 3.45 MILES TO HARRIS CREEK.  CONTINUE EAST
 DG3492'ON STATE ROUTE 34 FOR 3.0 MILES TO COUNTY ROAD 177 ON THE
 DG3492'LEFT.  TURN LEFT, GOING NORTHWESTERLY FOR 0.95 MILE TO A FORK IN
 DG3492'THE ROAD AT THE COMMUNITY OF ENON GROVE.  TAKE THE LEFT FORK IN
 DG3492'A NORTHWESTERLY DIRECTION FOR 0.4 MILE TO THE JUNCTION OF A
 DG3492'COUNTY DIRT ROAD TO THE LEFT AND ENON GROVE CHURCH ON THE
 DG3492'LEFT.  CONTINUE NORTHWEST ON COUNTY ROAD 177 FOR 1.45 MILES TO
 DG3492'A TRACK ROAD ON THE LEFT.  TURN LEFT IN A WESTERLY
 DG3492'DIRECTION FOR 0.2 MILE TO THE STATION ON THE LEFT SET IN AN
 DG3492'EXPOSED AREA OF BEDROCK ON THE SOUTH SIDE OF THE TRACK
 DG3492'ROAD.
 DG3492'
 DG3492'THE STATION IS A STANDARD BRASS DISK STAMPED 074-203, SET IN A
 DG3492'3/4 INCH DRILL HOLE IN BEDROCK.  NO UNDERGROUND MARK WAS SET.  IT
 DG3492'IS LOCATED 68 FEET SOUTHWEST OF A WITNESS POST SET ON THE SOUTH
 DG3492'SIDE OF THE TRACK ROAD, 102 FEET SOUTHWEST OF A 20 INCH TREE ON
 DG3492'THE SOUTH SIDE OF THE ROAD, AND 13.6 FEET NORTHWEST OF A 12 INCH
 DG3492'TREE.
 DG3492'
 DG3492'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON THE
 DG3492'TRACK ROAD FOR 0.2 MILE TO A FORK OF THE ROAD.  TAKE THE LEFT
 DG3492'FORK FOR 0.05 MILE TO THE AZIMUTH MARK ON THE SOUTHWEST SIDE OF
 DG3492'THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 074-203 AZI, SET
 DG3492'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3492'SURFACE OF THE GROUND.  IT IS LOCATED 64.6 FEET SOUTH OF A 4
 DG3492'INCH PINE TREE, 3.0 FEET NORTHWEST OF A WITNESS POST, AND 109.8
 DG3492'FEET EAST OF AN 8 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3508 ***********************************************************************
 DG3508  CBN         -  This is a Cooperative Base Network Control Station.
 DG3508  DESIGNATION -  BV 074 204
 DG3508  PID         -  DG3508
 DG3508  STATE/COUNTY-  GA/HEARD
 DG3508  USGS QUAD   -  ROOPVILLE (1982)
 DG3508
 DG3508                         *CURRENT SURVEY CONTROL
 DG3508  ___________________________________________________________________
 DG3508* NAD 83(1994)-  33 23 02.79222(N)    085 14 54.05226(W)     ADJUSTED  
 DG3508* NAVD 88     -       382.3    (meters)    1254.     (feet)  GPS OBS   
 DG3508  ___________________________________________________________________
 DG3508  X           -     441,640.868 (meters)                     COMP
 DG3508  Y           -  -5,313,124.535 (meters)                     COMP
 DG3508  Z           -   3,489,802.910 (meters)                     COMP
 DG3508  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DG3508  ELLIP HEIGHT-         353.20  (meters)          (03/09/95) GPS OBS
 DG3508  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG3508
 DG3508  HORZ ORDER  -  B
 DG3508  ELLP ORDER  -  FIRST     CLASS I
 DG3508
 DG3508.The horizontal coordinates were established by GPS observations
 DG3508.and adjusted by the National Geodetic Survey in March 1995..
 DG3508
 DG3508.The orthometric height was determined by GPS observations and a
 DG3508.high-resolution geoid model.
 DG3508
 DG3508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3508
 DG3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3508
 DG3508.The ellipsoidal height was determined by GPS observations
 DG3508.and is referenced to NAD 83.
 DG3508
 DG3508.The geoid height was determined by GEOID03.
 DG3508
 DG3508;                    North         East     Units Scale Factor Converg.
 DG3508;SPC GA W     -   375,720.591   599,361.389   MT  1.00002483   -0 35 42.9
 DG3508;SPC GA W     - 1,232,676.64  1,966,404.82   sFT  1.00002483   -0 35 42.9
 DG3508;UTM  16      - 3,695,241.293   662,929.433   MT  0.99992729   +0 57 50.6
 DG3508
 DG3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3508!SPC GA W     -   0.99994455  x   1.00002483  =   0.99996938
 DG3508!UTM  16      -   0.99994455  x   0.99992729  =   0.99987185
 DG3508
 DG3508:                Primary Azimuth Mark                     Grid Az
 DG3508:SPC GA W     -  BV 074 204 AZ MK                         329 48 20.3
 DG3508:UTM  16      -  BV 074 204 AZ MK                         328 14 46.8
 DG3508
 DG3508|---------------------------------------------------------------------|
 DG3508| PID    Reference Object                     Distance      Geod. Az  |
 DG3508|                                                           dddmmss.s |
 DG3508| CZ3053 BV 074 204 AZ MK                                   3291237.4 |
 DG3508| DG3583 BLACK JACK 4                        APPROX. 5.9 KM 3440600.0 |
 DG3508|---------------------------------------------------------------------|
 DG3508
 DG3508                          SUPERSEDED SURVEY CONTROL
 DG3508
 DG3508  NAD 83(1994)-  33 23 02.79215(N)    085 14 54.05568(W) AD(       ) 2
 DG3508  NAD 83(1986)-  33 23 02.79760(N)    085 14 54.04950(W) AD(       ) 2
 DG3508  NAD 27      -  33 23 02.38241(N)    085 14 54.24176(W) AD(       ) 2
 DG3508  NGVD 29 (07/19/86)  382.0    (m)         1253.     (f) VERT ANG       
 DG3508
 DG3508.Superseded values are not recommended for survey control.
 DG3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3508.See file dsdata.txt to determine how the superseded data were derived.
 DG3508
 DG3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6292995241(NAD 83)
 DG3508_MARKER: DD = SURVEY DISK
 DG3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3508_STAMPING: 074-204
 DG3508_MARK LOGO: GADT  
 DG3508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3508+STABILITY: SURFACE MOTION
 DG3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3508+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 DG3508
 DG3508  HISTORY     - Date     Condition        Report By
 DG3508  HISTORY     - 1973     MONUMENTED       GADT
 DG3508  HISTORY     - 19940307 GOOD             GADT
 DG3508  HISTORY     - 20050207 GOOD             GADT
 DG3508
 DG3508                          STATION DESCRIPTION
 DG3508
 DG3508'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3508'THE STATION IS APPROXIMATELY 1-1/2 MILES SOUTH OF EPHESUS, 11-1/2
 DG3508'MILES NORTHWEST OF FRANKLIN, AND 8-1/2 MILES SOUTHWEST OF ROOPVILLE,
 DG3508'ON STATE RIGHT OF WAY.
 DG3508'
 DG3508'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 DG3508'STATE ROUTE 34, LOCATED IN THE NORTHWEST SECTION OF FRANKLIN,
 DG3508'TRAVEL IN A NORTHWESTERLY DIRECTION ON STATE ROUTE 34 FOR 0.35
 DG3508'MILE TO THE INTERSECTION OF STATE ROUTE 34 TO THE LEFT AND STATE
 DG3508'ROUTE 100 TO THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ON
 DG3508'STATE ROUTE 100 FOR 1.85 MILES TO THE INTERSECTION OF STATE
 DG3508'ROUTE 100 AND HEARD COUNTY ROAD 91063.  CONTINUE AHEAD ON STATE
 DG3508'ROUTE 100 IN A NORTHWESTERLY DIRECTION FOR 3.75 MILES TO THE
 DG3508'INTERSECTION OF STATE ROUTE 100 AND COUNTY ROAD 91062 ON THE
 DG3508'RIGHT.  CONTINUE ALONG STATE ROUTE 100 IN A NORTHWESTERLY
 DG3508'DIRECTION FOR 6.15 MILES TO THE STATION ON THE LEFT.
 DG3508'
 DG3508'THE STATION IS A STANDARD DISK STAMPED 074-204, SET IN A 10 INCH
 DG3508'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3508'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-204,
 DG3508'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.57 METER
 DG3508'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 16.8 FEET
 DG3508'SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 100, 47.4 FEET
 DG3508'NORTHWEST OF A CORNER FENCE POST, AND 101.6 FEET WEST OF A
 DG3508'POWER POLE ON THE NORTHEAST SIDE OF STATE ROUTE 100.
 DG3508'
 DG3508'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD IN A
 DG3508'NORTHWESTERLY DIRECTION ON STATE ROUTE 100 FOR 0.15 MILE TO THE
 DG3508'MARK ON THE LEFT (AT THE INTERSECTION OF STATE ROUTE 100 AND
 DG3508'YATES ROAD).  IT IS A STANDARD DISK STAMPED 074-204 AZI, SET IN
 DG3508'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3508'SURFACE OF THE GROUND.  IT IS LOCATED 13.0 FEET WEST OF THE
 DG3508'CENTERLINE OF STATE ROUTE 100, 27.5 FEET EAST OF A FENCE LINE,
 DG3508'54.5 FEET NORTHEAST OF A CORNER FENCE POST, AND 99.0 FEET
 DG3508'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DG3508'STATE ROUTE 100 AND YATES ROAD.
 DG3508
 DG3508                          STATION RECOVERY (1994)
 DG3508
 DG3508'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 DG3508'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH FROM EPHESUS, 11.5
 DG3508'MI (18.5 KM) NORTHWEST FROM FRANKLIN, AND 8.5 MI (13.7 KM) SOUTHWEST
 DG3508'FROM ROOPVILLE. --OWNERSHIP-- STATE RIGHT-OF-WAY. TO REACH THE STATION
 DG3508'FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 34 IN
 DG3508'NORTHWEST FRANKLIN, GO NORTHWEST ON HIGHWAY 34 FOR 0.35 MI (0.56 KM)
 DG3508'TO STATE HIGHWAY 100 ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON
 DG3508'HIGHWAY 100 FOR 1.85 MI (2.98 KM) TO HEARD COUNTY ROAD 91063, CONTINUE
 DG3508'NORTHWEST ON HIGHWAY 100 FOR 3.75 MI (6.03 KM) TO COUNTY ROAD 91062 ON
 DG3508'THE RIGHT, CONTINUE NORTHWEST ON HIGHWAY 100 FOR 6.15 MI (9.90 KM) TO
 DG3508'THE STATION ON THE LEFT. THE STATION IS SET IS FLUSH WITH THE GROUND.
 DG3508'LOCATED 16.8 FT (5.1 M) SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 100,
 DG3508'47.4 FT (14.4 M) NORTHWEST FROM A CORNER FENCE POST, AND 101.6 FT
 DG3508'(31.0 M) WEST FROM A POWER POLE ON THE NORTHEAST SIDE OF HIGHWAY 100.
 DG3508
 DG3508                          STATION RECOVERY (2005)
 DG3508
 DG3508'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG3508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3501 ***********************************************************************
 DG3501  DESIGNATION -  BV 074 205
 DG3501  PID         -  DG3501
 DG3501  STATE/COUNTY-  GA/HEARD
 DG3501  USGS QUAD   -  FROLONA (1982)
 DG3501
 DG3501                         *CURRENT SURVEY CONTROL
 DG3501  ___________________________________________________________________
 DG3501* NAD 83(1994)-  33 18 45.15384(N)    085 13 30.42704(W)     ADJUSTED  
 DG3501* NAVD 88     -       325.     (meters)    1066.     (feet)  VERTCON   
 DG3501  ___________________________________________________________________
 DG3501  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DG3501  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DG3501
 DG3501  HORZ ORDER  -  SECOND
 DG3501
 DG3501.The horizontal coordinates were established by classical geodetic methods
 DG3501.and adjusted by the National Geodetic Survey in September 1997..
 DG3501
 DG3501.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3501
 DG3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3501
 DG3501.The geoid height was determined by GEOID03.
 DG3501
 DG3501;                    North         East     Units Scale Factor Converg.
 DG3501;SPC GA W     -   367,761.174   601,442.099   MT  1.00001972   -0 34 52.9
 DG3501;SPC GA W     - 1,206,563.12  1,973,231.29   sFT  1.00001972   -0 34 52.9
 DG3501;UTM  16      - 3,687,342.097   665,225.550   MT  0.99993659   +0 58 30.0
 DG3501
 DG3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3501!SPC GA W     -   0.99995356  x   1.00001972  =   0.99997328
 DG3501!UTM  16      -   0.99995356  x   0.99993659  =   0.99989015
 DG3501
 DG3501|---------------------------------------------------------------------|
 DG3501| PID    Reference Object                     Distance      Geod. Az  |
 DG3501|                                                           dddmmss.s |
 DG3501| DG3500 BV 074 205 GADT 1973 PTA             26.132 METERS 04258     |
 DG3501| CZ3054 BV 074 205 AZ MK                                   3131753.2 |
 DG3501|---------------------------------------------------------------------|
 DG3501
 DG3501                          SUPERSEDED SURVEY CONTROL
 DG3501
 DG3501  NAD 83(1994)-  33 18 45.15466(N)    085 13 30.42705(W) AD(       ) 2
 DG3501  NAD 83(1986)-  33 18 45.15932(N)    085 13 30.42278(W) AD(       ) 2
 DG3501  NAD 27      -  33 18 44.73582(N)    085 13 30.62596(W) AD(       ) 2
 DG3501  NGVD 29 (07/19/86)  325.     (m)         1066.     (f) VERT ANG       
 DG3501
 DG3501.Superseded values are not recommended for survey control.
 DG3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3501.See file dsdata.txt to determine how the superseded data were derived.
 DG3501
 DG3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6522687342(NAD 83)
 DG3501_MARKER: DD = SURVEY DISK
 DG3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3501+STABILITY: SURFACE MOTION
 DG3501
 DG3501  HISTORY     - Date     Condition        Report By
 DG3501  HISTORY     - 1973     MONUMENTED       GADT
 DG3501  HISTORY     - 19940328 GOOD             GADT
 DG3501
 DG3501                          STATION DESCRIPTION
 DG3501
 DG3501'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3501'THE STATION IS LOCATED 7-1/2 MILES NORTHWEST OF FRANKLIN, 8-1/4
 DG3501'MILES SOUTHWEST OF CENTRALHATCHEE, AND 14.2 MILES NORTH OF ANTIOCH
 DG3501'ON THE PROPERTY OF MR. CHEATS.
 DG3501'
 DG3501'TO REACH THE STATION FROM THE TOWN SQUARE IN FRANKLIN, GO WEST ON
 DG3501'STATE ROUTE 34 FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY
 DG3501'27 AND STATE ROUTE 100.  TURN RIGHT, GOING NORTH ALONG U.S. HIGHWAY
 DG3501'27 AND STATE ROUTES 34 AND 100 FOR 0.75 MILE TO THE JUNCTION OF
 DG3501'U.S. HIGHWAY 27 TO THE NORTH AND STATE ROUTES 34 AND 100 TO THE
 DG3501'WEST.  GO WEST ALONG STATE ROUTES 34 AND 100 FOR 0.35 MILE TO
 DG3501'THE JUNCTION OF STATE ROUTE 34 TO THE LEFT AND STATE ROUTE 100
 DG3501'TO THE RIGHT.  PROCEED NORTHWEST ON STATE ROUTE 100 FOR 1.9
 DG3501'MILES TO THE JUNCTION OF HEARD COUNTY ROAD 91063 ON THE LEFT.
 DG3501'TURN LEFT GOING WEST ALONG COUNTY ROAD 91063 FOR 3.6 MILES TO
 DG3501'THE INTERSECTION OF COUNTY ROAD 105 TO THE LEFT.  CONTINUE ALONG
 DG3501'COUNTY ROAD 91063 FOR 1.1 MILES TO THE INTERSECTION OF COUNTY
 DG3501'ROADS 108 TO THE LEFT AND 103 TO THE RIGHT AT THE COMMUNITY OF
 DG3501'FROLONA.  TURN LEFT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 108
 DG3501'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ALONG
 DG3501'COUNTY ROAD 108 FOR 0.10 MILE TO THE INTERSECTION OF A DRIVEWAY
 DG3501'REVERSE FORKING TO THE LEFT AND LEADING TO A RED BRICK HOUSE.
 DG3501'
 DG3501'THE STATION IS LOCATED BEHIND THE CHEATS RESIDENCE, 57.5 FEET
 DG3501'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 48.5 FEET SOUTH OF
 DG3501'THE SOUTHEAST CORNER OF THE HOUSE, 4.5 FEET EAST OF A POWER POLE,
 DG3501'265.3 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE ROAD AND
 DG3501'THE DRIVEWAY, AND 71.6 FEET NORTHWEST OF A TRIANGLE-BLAZED 24
 DG3501'INCH OAK TREE.  IT IS A STANDARD BRASS DISK STAMPED 074-205, SET
 DG3501'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3501'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 DG3501'DISK STAMPED 074-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3501'ABOUT 0.59 METER BELOW THE SURFACE OF THE GROUND.
 DG3501'
 DG3501'THE AZIMUTH MARK IS LOCATED 20 FEET SOUTHWEST OF THE CENTERLINE OF
 DG3501'THE ROAD AND ACROSS THE ROAD FROM A FRAME HOUSE, 79.0 FEET
 DG3501'SOUTH-SOUTHWEST OF POWER POLE NUMBER 512, 41.5 FEET NORTHWEST OF
 DG3501'THE NORTH END OF A CULVERT UNDER THE NORTH END OF A DRIVE GOING
 DG3501'SOUTHEAST TO THE CHEATS RESIDENCE, AND 32.9 FEET NORTHWEST OF THE
 DG3501'POINT OF INTERSECTION OF THE CENTERLINES OF THE COUNTY ROAD AND
 DG3501'THE DRIVEWAY.  IT IS A STANDARD DISK STAMPED 074-205 AZI, SET
 DG3501'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3501'THE SURFACE OF THE GROUND.
 DG3501
 DG3501                          STATION RECOVERY (1994)
 DG3501
 DG3501'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 DG3501'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3490 ***********************************************************************
 DG3490  DESIGNATION -  BV 074 206
 DG3490  PID         -  DG3490
 DG3490  STATE/COUNTY-  GA/HEARD
 DG3490  USGS QUAD   -  FRANKLIN (1964)
 DG3490
 DG3490                         *CURRENT SURVEY CONTROL
 DG3490  ___________________________________________________________________
 DG3490* NAD 83(1994)-  33 16 51.77488(N)    085 06 44.99628(W)     ADJUSTED  
 DG3490* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 DG3490  ___________________________________________________________________
 DG3490  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DG3490  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG3490
 DG3490  HORZ ORDER  -  SECOND
 DG3490
 DG3490.The horizontal coordinates were established by classical geodetic methods
 DG3490.and adjusted by the National Geodetic Survey in September 1997..
 DG3490
 DG3490.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3490
 DG3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3490
 DG3490.The geoid height was determined by GEOID03.
 DG3490
 DG3490;                    North         East     Units Scale Factor Converg.
 DG3490;SPC GA W     -   364,167.575   611,897.441   MT  0.99999567   -0 31 08.6
 DG3490;SPC GA W     - 1,194,773.12  2,007,533.52   sFT  0.99999567   -0 31 08.6
 DG3490;UTM  16      - 3,684,033.837   675,774.084   MT  0.99998094   +1 02 09.7
 DG3490
 DG3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3490!SPC GA W     -   0.99996393  x   0.99999567  =   0.99995960
 DG3490!UTM  16      -   0.99996393  x   0.99998094  =   0.99994488
 DG3490
 DG3490:                Primary Azimuth Mark                     Grid Az
 DG3490:SPC GA W     -  FRANKLIN MUNICIPAL TANK                  089 49 49.4
 DG3490:UTM  16      -  FRANKLIN MUNICIPAL TANK                  088 16 31.1
 DG3490
 DG3490|---------------------------------------------------------------------|
 DG3490| PID    Reference Object                     Distance      Geod. Az  |
 DG3490|                                                           dddmmss.s |
 DG3490| DG3488 FRANKLIN MUNICIPAL TANK             APPROX. 1.8 KM 0891840.8 |
 DG3490| DG3494 REDBUD                              APPROX. 5.7 KM 0913200.1 |
 DG3490| CZ3055 BV 074 206 AZ MK                                   1885539.8 |
 DG3490|---------------------------------------------------------------------|
 DG3490
 DG3490                          SUPERSEDED SURVEY CONTROL
 DG3490
 DG3490  NAD 83(1994)-  33 16 51.77600(N)    085 06 44.99722(W) AD(       ) 2
 DG3490  NAD 83(1986)-  33 16 51.77993(N)    085 06 44.99326(W) AD(       ) 2
 DG3490  NAD 27      -  33 16 51.35466(N)    085 06 45.20045(W) AD(       ) 2
 DG3490  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 DG3490
 DG3490.Superseded values are not recommended for survey control.
 DG3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3490.See file dsdata.txt to determine how the superseded data were derived.
 DG3490
 DG3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7577484034(NAD 83)
 DG3490_MARKER: DD = SURVEY DISK
 DG3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3490
 DG3490  HISTORY     - Date     Condition        Report By
 DG3490  HISTORY     - 1973     MONUMENTED       GADT
 DG3490
 DG3490                          STATION DESCRIPTION
 DG3490
 DG3490'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3490'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF FRANKLIN,
 DG3490'9-1/2 MILES NORTHWEST OF CORINTH, AND 6-1/4 MILES SOUTH OF
 DG3490'CENTRALHATCHEE ON THE PROPERTY OF THE FRANKLIN ALUMINUM COMPANY.
 DG3490'
 DG3490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 NORTH
 DG3490'AND STATE ROUTES 34 AND 100 WEST IN THE NORTHWEST SECTION OF
 DG3490'FRANKLIN, PROCEED WEST ALONG STATE ROUTES 34 AND 100 FOR 0.05 MILE
 DG3490'TO THE INTERSECTION OF MELVIS ROAD (HEARD COUNTY ROAD 146) TO THE
 DG3490'LEFT.  TURN LEFT, PROCEEDING SOUTH ALONG MELVIS ROAD FOR 0.35
 DG3490'MILE TO THE FIRST GATE ON THE RIGHT.  TURN THROUGH THE GATE,
 DG3490'GOING WESTERLY ALONG A DRIVE FOR 0.1 MILE TO THE STATION ON
 DG3490'THE RIGHT.
 DG3490'
 DG3490'THE STATION IS A STANDARD DISK STAMPED 074-206, SET IN THE TOP OF
 DG3490'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3490'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-206,
 DG3490'SET IN A 3/4 INCH DRILL HOLE IN BEDROCK APPROXIMATELY 26 INCHES
 DG3490'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 4.5 FEET
 DG3490'SOUTHEAST OF A WITNESS POST, 112.3 FEET SOUTH OF A FENCE, 180
 DG3490'FEET NORTH OF A POWER POLE, AND 126 FEET SOUTHWEST OF A POWER
 DG3490'POLE LOCATED NEAR THE FENCE.
 DG3490'
 DG3490'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED 0.05 MILE
 DG3490'EASTERLY TO A DIRT DRIVE TO THE RIGHT.  TURN RIGHT, GOING SOUTH
 DG3490'ALONG THE DRIVE FOR 0.1 MILE TO THE FIRST TREATMENT POND.  THE
 DG3490'MARK IS ON THE HIGHEST GROUND ABOVE THE PONDS.  IT IS LOCATED 75
 DG3490'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING, 44.2
 DG3490'FEET SOUTHWEST OF A POWER POLE, AND 128 FEET SOUTHWEST OF THE
 DG3490'NORTHWEST CORNER OF THE MAIN BUILDING.  IT IS A STANDARD BRASS
 DG3490'DISK STAMPED 074-206 AZMK, SET IN THE TOP OF A 10 INCH
 DG3490'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3490'AN UNDERGROUND MARK, STAMPED 074-206, WAS SET IN AN IRREGULAR MASS
 DG3490'OF CONCRETE ABOUT 0.75 METER BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3493 ***********************************************************************
 DG3493  DESIGNATION -  BV 074 207
 DG3493  PID         -  DG3493
 DG3493  STATE/COUNTY-  GA/HEARD
 DG3493  USGS QUAD   -  FRANKLIN (1964)
 DG3493
 DG3493                         *CURRENT SURVEY CONTROL
 DG3493  ___________________________________________________________________
 DG3493* NAD 83(1994)-  33 19 58.84661(N)    085 05 07.23224(W)     ADJUSTED  
 DG3493* NAVD 88     -       253.3    (meters)     831.     (feet)  VERTCON   
 DG3493  ___________________________________________________________________
 DG3493  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DG3493  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DG3493
 DG3493  HORZ ORDER  -  SECOND
 DG3493
 DG3493.The horizontal coordinates were established by classical geodetic methods
 DG3493.and adjusted by the National Geodetic Survey in September 1997..
 DG3493
 DG3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3493
 DG3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3493
 DG3493.The geoid height was determined by GEOID03.
 DG3493
 DG3493;                    North         East     Units Scale Factor Converg.
 DG3493;SPC GA W     -   369,908.071   614,477.871   MT  0.99999015   -0 30 17.4
 DG3493;SPC GA W     - 1,213,606.73  2,015,999.48   sFT  0.99999015   -0 30 17.4
 DG3493;UTM  16      - 3,689,842.254   678,197.653   MT  0.99999151   +1 03 08.6
 DG3493
 DG3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3493!SPC GA W     -   0.99996483  x   0.99999015  =   0.99995498
 DG3493!UTM  16      -   0.99996483  x   0.99999151  =   0.99995634
 DG3493
 DG3493:                Primary Azimuth Mark                     Grid Az
 DG3493:SPC GA W     -  BV 074 207 AZ MK                         222 03 40.0
 DG3493:UTM  16      -  BV 074 207 AZ MK                         220 30 14.0
 DG3493
 DG3493|---------------------------------------------------------------------|
 DG3493| PID    Reference Object                     Distance      Geod. Az  |
 DG3493|                                                           dddmmss.s |
 DG3493| CZ3056 BV 074 207 AZ MK                                   2213322.6 |
 DG3493|---------------------------------------------------------------------|
 DG3493
 DG3493                          SUPERSEDED SURVEY CONTROL
 DG3493
 DG3493  NAD 83(1994)-  33 19 58.84788(N)    085 05 07.23333(W) AD(       ) 2
 DG3493  NAD 83(1986)-  33 19 58.85189(N)    085 05 07.22906(W) AD(       ) 2
 DG3493  NAD 27      -  33 19 58.43263(N)    085 05 07.44969(W) AD(       ) 2
 DG3493  NGVD 29 (07/19/86)  253.3    (m)          831.     (f) VERT ANG       
 DG3493
 DG3493.Superseded values are not recommended for survey control.
 DG3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3493.See file dsdata.txt to determine how the superseded data were derived.
 DG3493
 DG3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7819889842(NAD 83)
 DG3493_MARKER: DD = SURVEY DISK
 DG3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3493
 DG3493  HISTORY     - Date     Condition        Report By
 DG3493  HISTORY     - 1973     MONUMENTED       GADT
 DG3493
 DG3493                          STATION DESCRIPTION
 DG3493
 DG3493'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3493'THE STATION IS LOCATED 3.8 MILES NORTH-NORTHEAST OF FRANKLIN, 2.7
 DG3493'MILES SOUTH-SOUTHEAST OF CENTRALHATCHEE, AND 10.7 MILES NORTHWEST
 DG3493'OF CORINTH, ON THE PROPERTY OF MR. JIMMY KIGHT.
 DG3493'
 DG3493'TO REACH THE STATION FROM THE TOWN SQUARE IN FRANKLIN, GO WEST ON
 DG3493'STATE ROUTE 34 FOR 0.10 MILES TO WHERE U.S. 27 JOINS STATE ROUTE
 DG3493'34.  GO NORTH ON U.S. 27 AND STATE ROUTE 34 FOR 0.75 MILES TO THE
 DG3493'INTERSECTION WHERE U.S. 27 FORKS RIGHT AWAY FROM STATE ROUTE
 DG3493'34.  TURN RIGHT, NORTH, ON U.S. 27 FOR 1.95 MILES TO TAYLOR CREEK
 DG3493'BRIDGE.  CONTINUE NORTH ON U.S. 27 FOR 0.85 MILES TO HEARD
 DG3493'COUNTY ROAD 3 ON THE RIGHT.  GO RIGHT, EAST, ON COUNTY ROAD 3
 DG3493'FOR 0.55 MILE TO THE INTERSECTION OF COUNTY ROAD 2 FORKING TO
 DG3493'THE RIGHT.  CONTINUE TO THE LEFT ON COUNTY ROAD 3 TO
 DG3493'THE NORTHEAST FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DG3493'CONTINUE NORTHEAST FOR 0.20 MILES ALONG COUNTY ROAD 3 TO THE
 DG3493'STATION ON THE RIGHT.
 DG3493'
 DG3493'THE STATION MARK IS A STANDARD DISK STAMPED 074-207, SET IN A 10
 DG3493'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3493'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-207,
 DG3493'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 2.25 FEET BELOW
 DG3493'THE SURFACE OF THE GROUND.
 DG3493'
 DG3493'THE STATION MARK IS LOCATED 66.5 FEET SOUTHEAST OF THE
 DG3493'SOUTHERNMOST POINT OF INTERSECTION OF A CIRCULAR DRIVE AND COUNTY
 DG3493'ROAD 3.  THE MARK IS 2.7 FEET NORTHEAST OF A FENCE, 78.2 FEET
 DG3493'SOUTH OF A POWER POLE, 54.5 FEET SOUTHWEST OF A 30 INCH OAK TREE,
 DG3493'AND 56.0 FEET SOUTH-SOUTHWEST OF ANOTHER 30 INCH OAK TREE.
 DG3493'
 DG3493'THE ABOVE MENTIONED AZIMUTH MARK IS A STANDARD DISK STAMPED
 DG3493'074-207 AZI, SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3493'THE SURFACE OF THE GROUND.
 DG3493'
 DG3493'THE AZIMUTH MARK IS LOCATED 17.0 FEET WEST-NORTHWEST OF THE
 DG3493'CENTERLINE OF COUNTY ROAD 3, 62 FEET SOUTH OF A 12 INCH PINE TREE,
 DG3493'43 FEET NORTHWEST OF AN 8 INCH PINE TREE, AND 44 FEET
 DG3493'NORTH-NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3499 ***********************************************************************
 DG3499  DESIGNATION -  BV 074 208
 DG3499  PID         -  DG3499
 DG3499  STATE/COUNTY-  GA/HEARD
 DG3499  USGS QUAD   -  FROLONA (1982)
 DG3499
 DG3499                         *CURRENT SURVEY CONTROL
 DG3499  ___________________________________________________________________
 DG3499* NAD 83(1994)-  33 15 46.89812(N)    085 12 51.30281(W)     ADJUSTED  
 DG3499* NAVD 88     -       268.     (meters)     879.     (feet)  VERTCON   
 DG3499  ___________________________________________________________________
 DG3499  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DG3499  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DG3499
 DG3499  HORZ ORDER  -  SECOND
 DG3499
 DG3499.The horizontal coordinates were established by classical geodetic methods
 DG3499.and adjusted by the National Geodetic Survey in September 1997..
 DG3499
 DG3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3499
 DG3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3499
 DG3499.The geoid height was determined by GEOID03.
 DG3499
 DG3499;                    North         East     Units Scale Factor Converg.
 DG3499;SPC GA W     -   362,259.398   602,398.991   MT  1.00001741   -0 34 28.7
 DG3499;SPC GA W     - 1,188,512.71  1,976,370.69   sFT  1.00001741   -0 34 28.7
 DG3499;UTM  16      - 3,681,868.757   666,331.332   MT  0.99994111   +0 58 46.8
 DG3499
 DG3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3499!SPC GA W     -   0.99996252  x   1.00001741  =   0.99997993
 DG3499!UTM  16      -   0.99996252  x   0.99994111  =   0.99990363
 DG3499
 DG3499:                Primary Azimuth Mark                     Grid Az
 DG3499:SPC GA W     -  BV 074 208 AZ MK                         266 56 50.5
 DG3499:UTM  16      -  BV 074 208 AZ MK                         265 23 35.0
 DG3499
 DG3499|---------------------------------------------------------------------|
 DG3499| PID    Reference Object                     Distance      Geod. Az  |
 DG3499|                                                           dddmmss.s |
 DG3499| CZ3057 BV 074 208 AZ MK                                   2662221.8 |
 DG3499| DG3502 BV 074 208 GADT 1973 PTA             18.831 METERS 29242     |
 DG3499|---------------------------------------------------------------------|
 DG3499
 DG3499                          SUPERSEDED SURVEY CONTROL
 DG3499
 DG3499  NAD 83(1994)-  33 15 46.89857(N)    085 12 51.30434(W) AD(       ) 2
 DG3499  NAD 83(1986)-  33 15 46.90312(N)    085 12 51.29910(W) AD(       ) 2
 DG3499  NAD 27      -  33 15 46.47709(N)    085 12 51.49979(W) AD(       ) 2
 DG3499  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 DG3499
 DG3499.Superseded values are not recommended for survey control.
 DG3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3499.See file dsdata.txt to determine how the superseded data were derived.
 DG3499
 DG3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6633181869(NAD 83)
 DG3499_MARKER: DD = SURVEY DISK
 DG3499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3499
 DG3499  HISTORY     - Date     Condition        Report By
 DG3499  HISTORY     - 1973     MONUMENTED       GADT
 DG3499
 DG3499                          STATION DESCRIPTION
 DG3499
 DG3499'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3499'THE STATION IS LOCATED 6.9 MILES SOUTHWEST OF FRANKLIN, 9.9 MILES
 DG3499'SOUTH OF EPHESUS, AND 11.1 MILES NORTH OF ANTIOCH ON THE PROPERTY
 DG3499'OF THE NEW HOPE CHURCH.
 DG3499'
 DG3499'TO REACH THE STATION FROM THE TOWN SQUARE IN FRANKLIN, GO WEST
 DG3499'ALONG STATE ROUTE 34 FOR 0.15 MILE TO THE INTERSECTION OF STATE
 DG3499'ROUTE 34 AND U.S. 27.  TURN RIGHT AND GO NORTH ON U.S. 27 AND STATE
 DG3499'ROUTE 34 FOR 0.8 MILE TO THE JUNCTION OF U.S. 27 AND STATE ROUTE
 DG3499'34 WEST TO THE LEFT.  GO WEST ON STATE ROUTE 34 FOR 0.7 MILE TO
 DG3499'STATE ROUTE 100 TO THE RIGHT.  CONTINUE WEST ON STATE ROUTE 34
 DG3499'FOR 4.5 MILES TO THE INTERSECTION OF STATE ROUTE 219 ON THE
 DG3499'LEFT.  CONTINUE ALONG STATE ROUTE 34 FOR 2.8 MILES TO THE
 DG3499'INTERSECTION OF JIM T. MICKLE ROAD (COUNTY ROAD 114) ON THE
 DG3499'RIGHT.  PROCEED NORTH ALONG JIM T. MICKLE ROAD FOR 1.5 MILES
 DG3499'TO THE INTERSECTION OF COUNTY ROAD 108 FORKING TO THE RIGHT.
 DG3499'CONTINUE ALONG JIM T. MICKLE ROAD FOR 0.7 MILE TO THE STATION ON
 DG3499'THE RIGHT AT NEW HOPE CHURCH.
 DG3499'
 DG3499'THE STATION IS LOCATED 10.0 FEET SOUTHWEST OF A 24 INCH OAK TREE,
 DG3499'72.5 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH, AND 6.0 FEET
 DG3499'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DG3499'074-208, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3499'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 DG3499'STANDARD DISK STAMPED 074-208, SET IN AN IRREGULAR MASS OF
 DG3499'CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 DG3499'
 DG3499'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON
 DG3499'JIM T. MICKLE ROAD FOR 0.05 MILE TO A DRIVEWAY FORKING TO THE
 DG3499'LEFT.  DRIVE TO THE HOUSE IN A WESTERLY DIRECTION FOR 0.05 MILE
 DG3499'TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 26.5 FEET
 DG3499'SOUTHWEST OF THE CENTERLINE OF THE DIRT DRIVE AND 83.5 FEET
 DG3499'SOUTHEAST OF A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED
 DG3499'074-208 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3499'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3561 ***********************************************************************
 DG3561  DESIGNATION -  BV 074 209
 DG3561  PID         -  DG3561
 DG3561  STATE/COUNTY-  GA/HEARD
 DG3561  USGS QUAD   -  GLENN (1981)
 DG3561
 DG3561                         *CURRENT SURVEY CONTROL
 DG3561  ___________________________________________________________________
 DG3561* NAD 83(1994)-  33 14 35.83447(N)    085 11 23.64000(W)     ADJUSTED  
 DG3561* NAVD 88     -       287.1    (meters)     942.     (feet)  VERTCON   
 DG3561  ___________________________________________________________________
 DG3561  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DG3561  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3561
 DG3561  HORZ ORDER  -  SECOND
 DG3561
 DG3561.The horizontal coordinates were established by classical geodetic methods
 DG3561.and adjusted by the National Geodetic Survey in September 1997..
 DG3561
 DG3561.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3561
 DG3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3561
 DG3561.The geoid height was determined by GEOID03.
 DG3561
 DG3561;                    North         East     Units Scale Factor Converg.
 DG3561;SPC GA W     -   360,047.654   604,646.355   MT  1.00001207   -0 33 39.5
 DG3561;SPC GA W     - 1,181,256.34  1,983,743.92   sFT  1.00001207   -0 33 39.5
 DG3561;UTM  16      - 3,679,718.917   668,637.687   MT  0.99995064   +0 59 33.1
 DG3561
 DG3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3561!SPC GA W     -   0.99995952  x   1.00001207  =   0.99997159
 DG3561!UTM  16      -   0.99995952  x   0.99995064  =   0.99991016
 DG3561
 DG3561:                Primary Azimuth Mark                     Grid Az
 DG3561:SPC GA W     -  BV 074 209 AZ MK                         158 02 39.7
 DG3561:UTM  16      -  BV 074 209 AZ MK                         156 29 27.1
 DG3561
 DG3561|---------------------------------------------------------------------|
 DG3561| PID    Reference Object                     Distance      Geod. Az  |
 DG3561|                                                           dddmmss.s |
 DG3561| CZ3058 BV 074 209 AZ MK                                   1572900.2 |
 DG3561|---------------------------------------------------------------------|
 DG3561
 DG3561                          SUPERSEDED SURVEY CONTROL
 DG3561
 DG3561  NAD 83(1994)-  33 14 35.83527(N)    085 11 23.64084(W) AD(       ) 2
 DG3561  NAD 83(1986)-  33 14 35.83954(N)    085 11 23.63682(W) AD(       ) 2
 DG3561  NAD 27      -  33 14 35.41231(N)    085 11 23.83739(W) AD(       ) 2
 DG3561  NGVD 29 (07/19/86)  287.1    (m)          942.     (f) VERT ANG       
 DG3561
 DG3561.Superseded values are not recommended for survey control.
 DG3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3561.See file dsdata.txt to determine how the superseded data were derived.
 DG3561
 DG3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6863879719(NAD 83)
 DG3561_MARKER: DD = SURVEY DISK
 DG3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3561
 DG3561  HISTORY     - Date     Condition        Report By
 DG3561  HISTORY     - 1973     MONUMENTED       GADT
 DG3561
 DG3561                          STATION DESCRIPTION
 DG3561
 DG3561'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3561'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES NORTH OF ANTIOCH,
 DG3561'7 MILES SOUTHWEST OF FRANKLIN, AND 10-3/4 MILES SOUTHWEST OF
 DG3561'CENTRALHATCHEE.
 DG3561'
 DG3561'TO REACH THE STATION FROM THE SQUARE IN FRANKLIN, GO WEST ON STATE
 DG3561'ROUTE 34 AND U.S. HIGHWAY 27 FOR 1.0 MILE TO THE JUNCTION FORKING
 DG3561'OF STATE ROUTE 34 GOING WEST AND U.S. HIGHWAY 27 TURNING RIGHT
 DG3561'GOING NORTHWEST.  TURN LEFT, GOING WEST ALONG STATE ROUTE 34 FOR
 DG3561'4.8 MILES TO STATE ROUTE 219 ON THE LEFT.  CONTINUE WEST ON STATE
 DG3561'ROUTE 34 FOR 2.25 MILES TO COUNTY ROUTE 41 ON THE LEFT.  TURN
 DG3561'LEFT, CONTINUING WEST ON COUNTY ROAD 41 FOR 0.20 MILE TO THE
 DG3561'STATION ON THE LEFT.
 DG3561'
 DG3561'THE STATION IS LOCATED 22.7 FEET SOUTH-SOUTHWEST OF THE
 DG3561'CENTERLINE OF COUNTY ROAD 41, 5.5 FEET NORTHEAST OF A WITNESS
 DG3561'POST, 7.3 FEET SOUTHEAST OF A CORNER FENCE POST, 82.3 FEET WEST
 DG3561'OF THE NORTHWEST CORNER OF A HOUSE, AND 117.5 FEET SOUTHWEST OF A
 DG3561'POWER POLE ON THE NORTH SIDE OF THE ROAD.  IT IS A STANDARD BRASS
 DG3561'DISK STAMPED 074-209, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3561'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3561'UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-209, SET IN AN
 DG3561'IRREGULAR MASS OF CONCRETE 32.5 INCHES BELOW THE SURFACE OF THE
 DG3561'GROUND.
 DG3561'
 DG3561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON COUNTY
 DG3561'ROAD 41 FOR 0.1 MILE TO ITS JUNCTION WITH STATE ROUTE 34 AND COUNTY
 DG3561'ROAD 139.  TURN SHARPLY LEFT, GOING SOUTH ON COUNTY ROAD 139 FOR
 DG3561'0.3 MILE TO A DRIVEWAY AND THE MARK ON THE RIGHT.  IT IS LOCATED
 DG3561'64.0 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF
 DG3561'THE DRIVEWAY AND COUNTY ROAD 139, 51.5 FEET SOUTH OF THE
 DG3561'CENTER OF A GATE ON THE NORTH SIDE OF COUNTY ROAD 139, 65.4
 DG3561'FEET SOUTHWEST OF A 6 INCH CEDAR TREE IN A FENCE LINE GOING
 DG3561'SOUTHWEST TO NORTHEAST, 83.0 FEET SOUTHEAST OF AN 8 INCH CEDAR
 DG3561'TREE IN ANOTHER FENCE LINE RUNNING NORTHWEST TO SOUTHEAST, AND
 DG3561'35.0 FEET NORTHEAST OF A 14 INCH OAK TREE IN THE SAME FENCE.
 DG3561'IT IS A STANDARD DISK STAMPED 074-209 AZMK, SET IN THE TOP OF
 DG3561'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3561'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3153 ***********************************************************************
 DG3153  DESIGNATION -  BV 074 210
 DG3153  PID         -  DG3153
 DG3153  STATE/COUNTY-  GA/HEARD
 DG3153  USGS QUAD   -  NEWNAN SW (1982)
 DG3153
 DG3153                         *CURRENT SURVEY CONTROL
 DG3153  ___________________________________________________________________
 DG3153* NAD 83(1994)-  33 16 07.23057(N)    084 58 39.86145(W)     ADJUSTED  
 DG3153* NAVD 88     -       236.     (meters)     774.     (feet)  VERTCON   
 DG3153  ___________________________________________________________________
 DG3153  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DG3153  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG3153
 DG3153  HORZ ORDER  -  SECOND
 DG3153
 DG3153.The horizontal coordinates were established by classical geodetic methods
 DG3153.and adjusted by the National Geodetic Survey in September 1997..
 DG3153
 DG3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3153
 DG3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3153
 DG3153.The geoid height was determined by GEOID03.
 DG3153
 DG3153;                    North         East     Units Scale Factor Converg.
 DG3153;SPC GA W     -   362,689.709   624,439.765   MT  0.99997037   -0 26 41.8
 DG3153;SPC GA W     - 1,189,924.49  2,048,682.80   sFT  0.99997037   -0 26 41.8
 DG3153;UTM  16      - 3,682,896.807   688,352.220   MT  1.00003742   +1 06 34.8
 DG3153
 DG3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3153!SPC GA W     -   0.99996753  x   0.99997037  =   0.99993790
 DG3153!UTM  16      -   0.99996753  x   1.00003742  =   1.00000495
 DG3153
 DG3153:                Primary Azimuth Mark                     Grid Az
 DG3153:SPC GA W     -  CORINTH                                  151 35 12.7
 DG3153:UTM  16      -  CORINTH                                  150 01 56.1
 DG3153
 DG3153|---------------------------------------------------------------------|
 DG3153| PID    Reference Object                     Distance      Geod. Az  |
 DG3153|                                                           dddmmss.s |
 DG3153| DG3094 CORINTH                             APPROX. 4.2 KM 1510830.9 |
 DG3153| CZ3059 BV 074 210 AZ MK                                   1582214.5 |
 DG3153| DG3154 BV 074 210 GADT 1973 PTA             21.368 METERS 21157     |
 DG3153|---------------------------------------------------------------------|
 DG3153
 DG3153                          SUPERSEDED SURVEY CONTROL
 DG3153
 DG3153  NAD 83(1994)-  33 16 07.23254(N)    084 58 39.86249(W) AD(       ) 2
 DG3153  NAD 83(1986)-  33 16 07.23577(N)    084 58 39.85911(W) AD(       ) 2
 DG3153  NAD 27      -  33 16 06.80805(N)    084 58 40.08079(W) AD(       ) 2
 DG3153  NGVD 29 (07/19/86)  236.     (m)          774.     (f) VERT ANG       
 DG3153
 DG3153.Superseded values are not recommended for survey control.
 DG3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3153.See file dsdata.txt to determine how the superseded data were derived.
 DG3153
 DG3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8835282897(NAD 83)
 DG3153_MARKER: DD = SURVEY DISK
 DG3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3153
 DG3153  HISTORY     - Date     Condition        Report By
 DG3153  HISTORY     - 1973     MONUMENTED       GADT
 DG3153
 DG3153                          STATION DESCRIPTION
 DG3153
 DG3153'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3153'THE STATION IS LOCATED 3.2 MILES NORTH-NORTHWEST OF CORINTH, 7.3
 DG3153'MILES EAST-SOUTHEAST OF FRANKLIN, AND 12.8 MILES SOUTHWEST OF
 DG3153'NEWNAN, ON THE PROPERTY OF MR. DOMENIC.
 DG3153'
 DG3153'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND STATE
 DG3153'ROUTES 54 AND 100 IN HOGANSVILLE, GO NORTH ON U.S. 29 AND STATE
 DG3153'ROUTE 100 FOR 0.45 MILE TO THE JUNCTION OF STATE ROUTE 100 ON THE
 DG3153'LEFT.  GO LEFT, NORTH, ON STATE ROUTE 100 FOR 4.2 MILES TO THE
 DG3153'CROSSING OF HEARD COUNTY ROAD 92054 AND STATE ROUTE 100 IN
 DG3153'CORINTH.  CONTINUE NORTHWEST ON STATE ROUTE 100 FOR 0.75 MILE
 DG3153'TO THE JUNCTION OF COUNTY ROAD 92032 ON THE RIGHT.  GO RIGHT,
 DG3153'NORTH, ON COUNTY ROAD 92032 FOR 1.7 MILES TO THE NEW RIVER
 DG3153'BRIDGE.  CONTINUE NORTH FOR 1.1 MILES TO THE AZIMUTH MARK
 DG3153'ON THE LEFT.  PROCEED 0.15 MILE ON COUNTY ROAD 92032 TO A DRIVE
 DG3153'ON THE RIGHT.  GO RIGHT ON THE DRIVEWAY FOR 0.05 MILE TO THE
 DG3153'STATION ON THE LEFT.
 DG3153'
 DG3153'THE STATION MARK IS A STANDARD DISK STAMPED 074-210, SET IN A 10
 DG3153'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DG3153'GROUND.  ANOTHER STANDARD DISK STAMPED 074-210 IS SET IN AN
 DG3153'IRREGULAR MASS OF CONCRETE 2.75 FEET BELOW THE SURFACE OF THE
 DG3153'GROUND.
 DG3153'
 DG3153'THE STATION MARK IS 4.8 FEET EAST OF A WITNESS POST, 61.3 FEET
 DG3153'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 35.5 FEET SOUTHEAST
 DG3153'OF A TREE, AND 116.7 FEET NORTHWEST OF A POWER POLE.
 DG3153'
 DG3153'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 074-210 AZI, SET IN
 DG3153'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3153'GROUND.
 DG3153'
 DG3153'THE AZIMUTH MARK IS LOCATED 69 FEET WEST OF A TREE, 15 FEET WEST
 DG3153'OF THE CENTERLINE OF COUNTY ROAD 92032, AND 77 FEET SOUTH OF THE
 DG3153'POINT OF INTERSECTION OF THE DRIVEWAY AND THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3524 ***********************************************************************
 DG3524  DESIGNATION -  BV 074 211
 DG3524  PID         -  DG3524
 DG3524  STATE/COUNTY-  GA/HEARD
 DG3524  USGS QUAD   -  HILLCREST (1983)
 DG3524
 DG3524                         *CURRENT SURVEY CONTROL
 DG3524  ___________________________________________________________________
 DG3524* NAD 83(1994)-  33 14 57.48815(N)    085 03 20.09980(W)     ADJUSTED  
 DG3524* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 DG3524  ___________________________________________________________________
 DG3524  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DG3524  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DG3524
 DG3524  HORZ ORDER  -  SECOND
 DG3524
 DG3524.The horizontal coordinates were established by classical geodetic methods
 DG3524.and adjusted by the National Geodetic Survey in September 1997..
 DG3524
 DG3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3524
 DG3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3524
 DG3524.The geoid height was determined by GEOID03.
 DG3524
 DG3524;                    North         East     Units Scale Factor Converg.
 DG3524;SPC GA W     -   360,600.213   617,169.246   MT  0.99998456   -0 29 14.7
 DG3524;SPC GA W     - 1,183,069.20  2,024,829.43   sFT  0.99998456   -0 29 14.7
 DG3524;UTM  16      - 3,680,610.786   681,140.734   MT  1.00000456   +1 03 59.0
 DG3524
 DG3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3524!SPC GA W     -   0.99996377  x   0.99998456  =   0.99994833
 DG3524!UTM  16      -   0.99996377  x   1.00000456  =   0.99996833
 DG3524
 DG3524:                Primary Azimuth Mark                     Grid Az
 DG3524:SPC GA W     -  BV 074 211 AZ MK                         147 31 41.9
 DG3524:UTM  16      -  BV 074 211 AZ MK                         145 58 28.2
 DG3524
 DG3524|---------------------------------------------------------------------|
 DG3524| PID    Reference Object                     Distance      Geod. Az  |
 DG3524|                                                           dddmmss.s |
 DG3524| CZ3060 BV 074 211 AZ MK                                   1470227.2 |
 DG3524| DG3516 BV 074 211 GADT 1973 PTA             21.460 METERS 26911     |
 DG3524|---------------------------------------------------------------------|
 DG3524
 DG3524                          SUPERSEDED SURVEY CONTROL
 DG3524
 DG3524  NAD 83(1994)-  33 14 57.48955(N)    085 03 20.10063(W) AD(       ) 2
 DG3524  NAD 83(1986)-  33 14 57.49324(N)    085 03 20.09691(W) AD(       ) 2
 DG3524  NAD 27      -  33 14 57.06434(N)    085 03 20.31131(W) AD(       ) 2
 DG3524  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 DG3524
 DG3524.Superseded values are not recommended for survey control.
 DG3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3524.See file dsdata.txt to determine how the superseded data were derived.
 DG3524
 DG3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8114180611(NAD 83)
 DG3524_MARKER: DD = SURVEY DISK
 DG3524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3524
 DG3524  HISTORY     - Date     Condition        Report By
 DG3524  HISTORY     - 1973     MONUMENTED       GADT
 DG3524
 DG3524                          STATION DESCRIPTION
 DG3524
 DG3524'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3524'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHEAST OF FRANKLIN,
 DG3524'6-1/2 MILES NORTHWEST OF CORINTH, AND 11 MILES NORTHWEST OF
 DG3524'HOGANSVILLE ON THE PROPERTY OF ROME CRAFT.
 DG3524'
 DG3524'TO REACH THE STATION FROM THE JUNCTION OF U.S. 27 AND STATE ROUTE
 DG3524'34 IN FRANKLIN, PROCEED SOUTHEAST ON U.S. 27 FOR 4.3 MILES TO
 DG3524'THE JUNCTION OF U.S. 27 TO THE SOUTH, STATE ROUTE 100 TO THE EAST,
 DG3524'HEARD COUNTY ROAD 173 TO THE NORTH, AND COUNTY ROAD 164 TO THE
 DG3524'SOUTHWEST AT THE COMMUNITY OF FIVE POINTS.  TURN RIGHT,
 DG3524'SOUTHWESTERLY, ALONG COUNTY ROAD 164 FOR 0.85 MILE TO THE
 DG3524'TERMINATION OF COUNTY ROAD 164 AT COUNTY ROAD 156 CROSSING.
 DG3524'TURN RIGHT ALONG COUNTY ROAD 156 IN A NORTHWESTERLY DIRECTION
 DG3524'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 DG3524'ALONG COUNTY ROAD 156 FOR 0.25 MILE TO THE JUNCTION OF A DIM
 DG3524'TRACK ROAD TO THE RIGHT.  PROCEED ALONG THE TRACK ROAD IN A
 DG3524'NORTH-NORTHEASTERLY DIRECTION TO THE TOP OF A HILL AND A
 DG3524'LONE 24 INCH OAK TREE.
 DG3524'
 DG3524'THE STATION IS LOCATED 3.8 FEET SOUTHWEST OF THE WITNESS POST AND
 DG3524'29.5 FEET EAST OF THE 24 INCH OAK TREE.  THE STATION IS A STANDARD
 DG3524'BRASS DISK STAMPED 074-211, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3524'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3524'UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED 074-211, SET
 DG3524'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW
 DG3524'THE SURFACE OF THE GROUND.
 DG3524'
 DG3524'THE AZIMUTH MARK IS LOCATED 20 FEET SOUTHWEST OF THE CENTERLINE
 DG3524'OF COUNTY ROAD 156 AND 381 FEET SOUTHWEST OF A POWER POLE.  THE
 DG3524'MARK IS A STANDARD DISK STAMPED 074-211 AZMK, SET IN THE TOP OF
 DG3524'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3524'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3556 ***********************************************************************
 DG3556  DESIGNATION -  BV 074 212
 DG3556  PID         -  DG3556
 DG3556  STATE/COUNTY-  GA/HEARD
 DG3556  USGS QUAD   -  GLENN (1981)
 DG3556
 DG3556                         *CURRENT SURVEY CONTROL
 DG3556  ___________________________________________________________________
 DG3556* NAD 83(1994)-  33 13 37.81411(N)    085 08 07.11340(W)     ADJUSTED  
 DG3556* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 DG3556  ___________________________________________________________________
 DG3556  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DG3556  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3556
 DG3556  HORZ ORDER  -  SECOND
 DG3556
 DG3556.The horizontal coordinates were established by classical geodetic methods
 DG3556.and adjusted by the National Geodetic Survey in September 1997..
 DG3556
 DG3556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3556
 DG3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3556
 DG3556.The geoid height was determined by GEOID03.
 DG3556
 DG3556;                    North         East     Units Scale Factor Converg.
 DG3556;SPC GA W     -   358,211.758   609,717.223   MT  1.00000046   -0 31 50.9
 DG3556;SPC GA W     - 1,175,233.08  2,000,380.59   sFT  1.00000046   -0 31 50.9
 DG3556;UTM  16      - 3,678,021.216   673,756.224   MT  0.99997225   +1 01 19.3
 DG3556
 DG3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3556!SPC GA W     -   0.99996330  x   1.00000046  =   0.99996376
 DG3556!UTM  16      -   0.99996330  x   0.99997225  =   0.99993556
 DG3556
 DG3556:                Primary Azimuth Mark                     Grid Az
 DG3556:SPC GA W     -  BV 074 212 AZ MK                         066 26 11.3
 DG3556:UTM  16      -  BV 074 212 AZ MK                         064 53 01.1
 DG3556
 DG3556|---------------------------------------------------------------------|
 DG3556| PID    Reference Object                     Distance      Geod. Az  |
 DG3556|                                                           dddmmss.s |
 DG3556| CZ3061 BV 074 212 AZ MK                                   0655420.4 |
 DG3556| DG3558 BV 074 212 GADT 1973 PTA             26.227 METERS 13443     |
 DG3556|---------------------------------------------------------------------|
 DG3556
 DG3556                          SUPERSEDED SURVEY CONTROL
 DG3556
 DG3556  NAD 83(1994)-  33 13 37.81515(N)    085 08 07.11433(W) AD(       ) 2
 DG3556  NAD 83(1986)-  33 13 37.81916(N)    085 08 07.11013(W) AD(       ) 2
 DG3556  NAD 27      -  33 13 37.38998(N)    085 08 07.31813(W) AD(       ) 2
 DG3556  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 DG3556
 DG3556.Superseded values are not recommended for survey control.
 DG3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3556.See file dsdata.txt to determine how the superseded data were derived.
 DG3556
 DG3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7375678021(NAD 83)
 DG3556_MARKER: DD = SURVEY DISK
 DG3556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3556
 DG3556  HISTORY     - Date     Condition        Report By
 DG3556  HISTORY     - 1973     MONUMENTED       GADT
 DG3556
 DG3556                          STATION DESCRIPTION
 DG3556
 DG3556'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3556'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 DG3556'FRANKLIN, 11 MILES WEST OF CORINTH, AND 5-1/2 MILES NORTH OF
 DG3556'ANTIOCH ON THE PROPERTY OF MR. HORNSBY.
 DG3556'
 DG3556'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND STATE
 DG3556'ROUTES 34 AND 100 IN THE NORTHEAST SECTION OF FRANKLIN, PROCEED
 DG3556'WESTERLY ALONG STATE ROUTE 34 AND 100 FOR 0.35 MILE TO THEIR
 DG3556'JUNCTION NEAR THE NORTHWEST CITY LIMITS OF FRANKLIN.  CONTINUE
 DG3556'IN A WEST TO SOUTHWESTERLY DIRECTION ALONG STATE ROUTE 34 FOR
 DG3556'4.5 MILES TO THE JUNCTION OF STATE ROUTE 219 TO THE LEFT.
 DG3556'PROCEED SOUTH ALONG STATE ROUTE 219 FOR 0.8 MILE TO THE JUNCTION
 DG3556'OF HEARD COUNTY ROAD 137 TO THE LEFT.  PROCEED EASTERLY ALONG
 DG3556'COUNTY ROAD 137 FOR 1.2 MILES TO THE JUNCTION OF COUNTY ROAD
 DG3556'153 CROSSING.  CONTINUE ALONG COUNTY ROAD 137 FOR
 DG3556'0.5 MILE TO A GATE TO A PASTURE ON THE RIGHT.  PROCEED SOUTH
 DG3556'THROUGH THE GATE ON A TRACK ROAD FOR 0.1 MILE TO THE CREST OF
 DG3556'A HILL AND THE STATION ON THE LEFT.
 DG3556'
 DG3556'THE STATION IS LOCATED 638 FEET SOUTH OF THE CENTER OF THE GATE,
 DG3556'61.0 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD, 445 FEET WEST
 DG3556'OF A FENCE RUNNING IN A NORTH-SOUTH DIRECTION, AND 8.0 FEET EAST
 DG3556'OF A PINE STUMP.  THE STATION IS A STANDARD BRASS DISK STAMPED
 DG3556'074-212, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3556'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 DG3556'STANDARD BRASS DISK STAMPED 074-212, SET IN AN IRREGULAR MASS
 DG3556'OF CONCRETE APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE
 DG3556'GROUND.
 DG3556'
 DG3556'TO REACH THE AZIMUTH MARK FROM THE GATE TO THE PASTURE, CONTINUE
 DG3556'EASTERLY ALONG COUNTY ROAD 137 FOR 0.2 MILE TO THE JUNCTION OF
 DG3556'COUNTY ROAD 137 TURNING TO THE RIGHT SOUTHERLY AND COUNTY ROAD 157
 DG3556'CONTINUING AHEAD EASTERLY AND THE MARK ON THE LEFT.  IT IS LOCATED
 DG3556'40 FEET NORTHEAST OF THE POINT OF INTERSECTION OF COUNTY ROADS
 DG3556'137 AND 157, 23 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 157,
 DG3556'2.8 FEET SOUTH OF A FENCE, 91.0 FEET NORTH-NORTHWEST OF A GATE
 DG3556'POST ACROSS THE ROAD, AND 118.0 FEET NORTHEAST OF AN
 DG3556'UNDERGROUND TELEPHONE CABLE JUNCTION BOX ACROSS THE
 DG3556'INTERSECTION.  THE MARK IS A STANDARD BRASS DISK STAMPED
 DG3556'074-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3556'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3562 ***********************************************************************
 DG3562  DESIGNATION -  BV 074 213
 DG3562  PID         -  DG3562
 DG3562  STATE/COUNTY-  GA/HEARD
 DG3562  USGS QUAD   -  GLENN (1981)
 DG3562
 DG3562                         *CURRENT SURVEY CONTROL
 DG3562  ___________________________________________________________________
 DG3562* NAD 83(1994)-  33 11 20.26089(N)    085 10 21.60298(W)     ADJUSTED  
 DG3562* NAVD 88     -       256.     (meters)     840.     (feet)  VERTCON   
 DG3562  ___________________________________________________________________
 DG3562  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DG3562  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3562
 DG3562  HORZ ORDER  -  SECOND
 DG3562
 DG3562.The horizontal coordinates were established by classical geodetic methods
 DG3562.and adjusted by the National Geodetic Survey in September 1997..
 DG3562
 DG3562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3562
 DG3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3562
 DG3562.The geoid height was determined by GEOID03.
 DG3562
 DG3562;                    North         East     Units Scale Factor Converg.
 DG3562;SPC GA W     -   354,007.086   606,194.338   MT  1.00000846   -0 33 02.6
 DG3562;SPC GA W     - 1,161,438.25  1,988,822.59   sFT  1.00000846   -0 33 02.6
 DG3562;UTM  16      - 3,673,722.838   670,348.650   MT  0.99995779   +1 00 01.9
 DG3562
 DG3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3562!SPC GA W     -   0.99996440  x   1.00000846  =   0.99997286
 DG3562!UTM  16      -   0.99996440  x   0.99995779  =   0.99992219
 DG3562
 DG3562:                Primary Azimuth Mark                     Grid Az
 DG3562:SPC GA W     -  BV 074 213 AZ MK                         001 40 06.6
 DG3562:UTM  16      -  BV 074 213 AZ MK                         000 07 02.1
 DG3562
 DG3562|---------------------------------------------------------------------|
 DG3562| PID    Reference Object                     Distance      Geod. Az  |
 DG3562|                                                           dddmmss.s |
 DG3562| CZ3062 BV 074 213 AZ MK                                   0010704.0 |
 DG3562| DG3560 BV 074 213 GADT 1973 PTA             18.290 METERS 22137     |
 DG3562|---------------------------------------------------------------------|
 DG3562
 DG3562                          SUPERSEDED SURVEY CONTROL
 DG3562
 DG3562  NAD 83(1994)-  33 11 20.26183(N)    085 10 21.60378(W) AD(       ) 2
 DG3562  NAD 83(1986)-  33 11 20.26604(N)    085 10 21.59979(W) AD(       ) 2
 DG3562  NAD 27      -  33 11 19.83411(N)    085 10 21.80472(W) AD(       ) 2
 DG3562  NGVD 29 (07/19/86)  256.     (m)          840.     (f) VERT ANG       
 DG3562
 DG3562.Superseded values are not recommended for survey control.
 DG3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3562.See file dsdata.txt to determine how the superseded data were derived.
 DG3562
 DG3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7034973723(NAD 83)
 DG3562_MARKER: DD = SURVEY DISK
 DG3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3562
 DG3562  HISTORY     - Date     Condition        Report By
 DG3562  HISTORY     - 1973     MONUMENTED       GADT
 DG3562
 DG3562                          STATION DESCRIPTION
 DG3562
 DG3562'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3562'THE STATION IS LOCATED 13.0 MILES NORTHWEST OF LA GRANGE, 7.6 MILES
 DG3562'SOUTHWEST OF FRANKLIN, AND 5.6 MILES NORTH OF ANTIOCH ON THE
 DG3562'PROPERTY OF MR. GLEN.
 DG3562'
 DG3562'TO REACH THE STATION MARK FROM THE TOWN SQUARE IN LA GRANGE, GO
 DG3562'WEST ON U.S. 29 AND STATE ROUTE 219 TO THE INTERSECTION OF U.S. 29
 DG3562'AND STATE ROUTE 219 TO THE RIGHT.  CONTINUE NORTH, LEFT, ON STATE
 DG3562'ROUTE 219 FOR 4.30 MILES TO YELLOWJACKET CREEK.  CONTINUE NORTH ON
 DG3562'STATE ROUTE 219 FOR 3.45 MILES TO THE CHATTAHOCHEE RIVER.
 DG3562'CONTINUE NORTH ON STATE ROUTE 219 FOR 3.65 MILES TO THE TROUP AND
 DG3562'HEARD COUNTY LINE.  CONTINUE NORTH ON STATE ROUTE 219 FOR
 DG3562'3.25 MILES TO HEARD COUNTY ROAD 92033 TO THE LEFT.  TURN
 DG3562'LEFT, WEST, ALONG COUNTY ROAD 92033 FOR 0.95 MILE TO THE
 DG3562'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON COUNTY ROAD
 DG3562'92033 FOR 0.10 MILE TO COUNTY ROAD 125 ON THE LEFT.  TURN LEFT,
 DG3562'SOUTH, ON COUNTY ROAD 125 FOR 0.25 MILE TO THE STATION ON THE
 DG3562'RIGHT.
 DG3562'
 DG3562'THE STATION MARK IS A STANDARD DISK STAMPED 074-213, SET IN A 10
 DG3562'INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 DG3562'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-213,
 DG3562'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 2.75 FEET BELOW
 DG3562'THE SURFACE OF THE GROUND.
 DG3562'
 DG3562'THE STATION IS LOCATED 4.0 FEET EAST OF A WITNESS POST, 28 FEET
 DG3562'WEST OF THE CENTERLINE OF COUNTY ROAD 125, AND 201.0 FEET NORTHWEST
 DG3562'OF A POWER POLE.
 DG3562'
 DG3562'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 074-213 AZI, SET IN A
 DG3562'10 INCH CYLINDRICAL CONCRETE POST SET ONE INCH BELOW THE SURFACE
 DG3562'OF THE GROUND.
 DG3562'
 DG3562'THE AZIMUTH MARK IS LOCATED 19.0 FEET EAST OF AN 8 INCH PINE,
 DG3562'13.5 FEET WEST OF A 6 INCH PINE, 172.5 FEET SOUTH OF A POWER POLE,
 DG3562'AND 84.5 FEET NORTH OF ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3557 ***********************************************************************
 DG3557  DESIGNATION -  BV 074 214
 DG3557  PID         -  DG3557
 DG3557  STATE/COUNTY-  GA/HEARD
 DG3557  USGS QUAD   -  GLENN (1981)
 DG3557
 DG3557                         *CURRENT SURVEY CONTROL
 DG3557  ___________________________________________________________________
 DG3557* NAD 83(1994)-  33 09 26.81933(N)    085 12 25.59498(W)     ADJUSTED  
 DG3557* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 DG3557  ___________________________________________________________________
 DG3557  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DG3557  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3557
 DG3557  HORZ ORDER  -  SECOND
 DG3557
 DG3557.The horizontal coordinates were established by classical geodetic methods
 DG3557.and adjusted by the National Geodetic Survey in September 1997..
 DG3557
 DG3557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3557
 DG3557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3557
 DG3557.The geoid height was determined by GEOID03.
 DG3557
 DG3557;                    North         East     Units Scale Factor Converg.
 DG3557;SPC GA W     -   350,543.735   602,947.867   MT  1.00001610   -0 34 08.8
 DG3557;SPC GA W     - 1,150,075.57  1,978,171.46   sFT  1.00001610   -0 34 08.8
 DG3557;UTM  16      - 3,670,173.124   667,197.277   MT  0.99994468   +0 58 51.0
 DG3557
 DG3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3557!SPC GA W     -   0.99996330  x   1.00001610  =   0.99997940
 DG3557!UTM  16      -   0.99996330  x   0.99994468  =   0.99990798
 DG3557
 DG3557:                Primary Azimuth Mark                     Grid Az
 DG3557:SPC GA W     -  BV 074 214 AZ MK                         237 53 12.7
 DG3557:UTM  16      -  BV 074 214 AZ MK                         236 20 12.9
 DG3557
 DG3557|---------------------------------------------------------------------|
 DG3557| PID    Reference Object                     Distance      Geod. Az  |
 DG3557|                                                           dddmmss.s |
 DG3557| CZ3063 BV 074 214 AZ MK                                   2371903.9 |
 DG3557| DG3559 BV 074 214 GADT 1973 PTA             16.571 METERS 23742     |
 DG3557|---------------------------------------------------------------------|
 DG3557
 DG3557                          SUPERSEDED SURVEY CONTROL
 DG3557
 DG3557  NAD 83(1994)-  33 09 26.82003(N)    085 12 25.59621(W) AD(       ) 2
 DG3557  NAD 83(1986)-  33 09 26.82443(N)    085 12 25.59195(W) AD(       ) 2
 DG3557  NAD 27      -  33 09 26.39102(N)    085 12 25.79471(W) AD(       ) 2
 DG3557  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 DG3557
 DG3557.Superseded values are not recommended for survey control.
 DG3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3557.See file dsdata.txt to determine how the superseded data were derived.
 DG3557
 DG3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6719770173(NAD 83)
 DG3557_MARKER: DD = SURVEY DISK
 DG3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3557
 DG3557  HISTORY     - Date     Condition        Report By
 DG3557  HISTORY     - 1973     MONUMENTED       GADT
 DG3557
 DG3557                          STATION DESCRIPTION
 DG3557
 DG3557'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3557'THE STATION MARK IS LOCATED 4.1 MILES NORTHWEST OF ANTIOCH, 10.5
 DG3557'MILES SOUTHWEST OF FRANKLIN, AND 13.5 MILES NORTHWEST OF LA GRANGE,
 DG3557'ON THE PROPERTY OF MR. O. B. DAVIS.
 DG3557'
 DG3557'TO REACH THE STATION FROM THE INTERSECTION OF THE GEORGIA-ALABAMA
 DG3557'STATE LINE AND GEORGIA STATE ROUTE 34 APPROXIMATELY 10.1 MILES
 DG3557'SOUTHWEST OF FRANKLIN, GO NORTHEAST ON STATE ROUTE 34 FOR 2.60
 DG3557'MILES TO ITS CROSSING WITH HEARD COUNTY ROAD 91064.  GO RIGHT,
 DG3557'SOUTH, ON COUNTY ROAD 91064 FOR 2.35 MILES TO O NEALS
 DG3557'CROSSROADS.  CONTINUE SOUTH ON COUNTY ROAD 91064 FOR 3.40 MILES
 DG3557'TO THE COUNTY ROAD TERMINUS ON STATE ROUTE 109.  GO RIGHT,
 DG3557'WEST, ON COUNTY ROAD 109 FOR 0.30 MILE TO A GATE ON THE RIGHT.
 DG3557'GO THROUGH THE GATE AND TRAVEL NORTH FOR 0.05 MILE TO A DRY
 DG3557'BRANCH CROSSING.  CONTINUE NORTH FOR 0.10 MILE TO A TRACK ROAD
 DG3557'TO THE RIGHT.  TURN RIGHT, EAST, ON THE TRACK ROAD AND GO
 DG3557'0.05 MILE TO A FENCE.  FOLLOW THE FENCE NORTH UP A STEEP
 DG3557'HILL FOR 0.05 MILE TO THE STATION.
 DG3557'
 DG3557'THE STATION MARK IS A STANDARD DISK STAMPED 074-214, SET IN A 10
 DG3557'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3557'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 074-214,
 DG3557'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 2.75 FEET
 DG3557'BENEATH THE SURFACE OF THE GROUND.
 DG3557'
 DG3557'THE STATION MARK IS LOCATED 5.3 FEET WEST OF THE FENCE, 5.8 FEET
 DG3557'SOUTHWEST OF A WITNESS POST, 14.0 FEET SOUTHWEST OF A 20 INCH OAK,
 DG3557'AND 59 FEET SOUTH OF A 12 INCH OAK.
 DG3557'
 DG3557'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 DG3557'109 AND COUNTY ROAD 91064, GO WEST ON STATE ROUTE 109 FOR 0.55
 DG3557'MILE TO THE AZIMUTH MARK ON THE LEFT.
 DG3557'
 DG3557'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 074-214 AZI, SET IN
 DG3557'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3557'GROUND.
 DG3557'
 DG3557'THE AZIMUTH MARK IS LOCATED 55.2 FEET SOUTH OF THE CENTERLINE
 DG3557'OF STATE ROUTE 109, 2.5 FEET SOUTH OF A FENCE, 3.8 FEET SOUTHWEST
 DG3557'OF A WITNESS POST, AND 92.5 FEET WEST-SOUTHWEST OF THE INTERSECTION
 DG3557'OF TWO FENCE LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2970 ***********************************************************************
 DG2970  DESIGNATION -  BV 075 200
 DG2970  PID         -  DG2970
 DG2970  STATE/COUNTY-  GA/HENRY
 DG2970  USGS QUAD   -  HAMPTON (1982)
 DG2970
 DG2970                         *CURRENT SURVEY CONTROL
 DG2970  ___________________________________________________________________
 DG2970* NAD 83(1994)-  33 23 25.28889(N)    084 19 32.16693(W)     ADJUSTED  
 DG2970* NAVD 88     -       270.     (meters)     886.     (feet)  VERTCON   
 DG2970  ___________________________________________________________________
 DG2970  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG2970  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG2970
 DG2970  HORZ ORDER  -  SECOND
 DG2970
 DG2970.The horizontal coordinates were established by classical geodetic methods
 DG2970.and adjusted by the National Geodetic Survey in September 1997..
 DG2970
 DG2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2970
 DG2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2970
 DG2970.The geoid height was determined by GEOID03.
 DG2970
 DG2970;                    North         East     Units Scale Factor Converg.
 DG2970;SPC GA W     -   375,902.142   685,214.211   MT  0.99990269   -0 05 14.9
 DG2970;SPC GA W     - 1,233,272.28  2,248,073.62   sFT  0.99990269   -0 05 14.9
 DG2970;UTM  16      - 3,697,759.952   748,761.073   MT  1.00036301   +1 28 21.3
 DG2970
 DG2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2970!SPC GA W     -   0.99996215  x   0.99990269  =   0.99986485
 DG2970!UTM  16      -   0.99996215  x   1.00036301  =   1.00032515
 DG2970
 DG2970:                Primary Azimuth Mark                     Grid Az
 DG2970:SPC GA W     -  HAMPTON FAA ARTC MICROWAVE               113 23 16.2
 DG2970:UTM  16      -  HAMPTON FAA ARTC MICROWAVE               111 49 40.0
 DG2970
 DG2970|---------------------------------------------------------------------|
 DG2970| PID    Reference Object                     Distance      Geod. Az  |
 DG2970|                                                           dddmmss.s |
 DG2970| DG2966 HAMPTON FAA ARTC MICROWAVE          APPROX. 2.9 KM 1131801.3 |
 DG2970| CZ3064 BV 075 200 AZ MK                                   1702600.9 |
 DG2970| DG2969 BV 075 200 GADT 1974 PTA             18.372 METERS 18123     |
 DG2970|---------------------------------------------------------------------|
 DG2970
 DG2970                          SUPERSEDED SURVEY CONTROL
 DG2970
 DG2970  NAD 83(1986)-  33 23 25.29519(N)    084 19 32.16649(W) AD(       ) 2
 DG2970  NAD 27      -  33 23 24.87417(N)    084 19 32.44596(W) AD(       ) 2
 DG2970  NGVD 29 (07/19/86)  270.     (m)          886.     (f) VERT ANG       
 DG2970
 DG2970.Superseded values are not recommended for survey control.
 DG2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2970.See file dsdata.txt to determine how the superseded data were derived.
 DG2970
 DG2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4876197760(NAD 83)
 DG2970_MARKER: DD = SURVEY DISK
 DG2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2970
 DG2970  HISTORY     - Date     Condition        Report By
 DG2970  HISTORY     - 1974     MONUMENTED       GADT
 DG2970
 DG2970                          STATION DESCRIPTION
 DG2970
 DG2970'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2970'THE STATION IS LOCATED 2-1/2 MILES WEST OF HAMPTON, 3-1/4 MILES
 DG2970'SOUTH OF LOVEJOY, AND 5-1/4 MILES NORTHEAST OF WOOLSEY ON THE
 DG2970'PROPERTY OF THE BEAR CREEK AIRPORT.
 DG2970'
 DG2970'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, TRAVEL
 DG2970'SOUTH ALONG STATE ROUTE 3 FOR 0.15 MILE TO THE JUNCTION OF STATE
 DG2970'ROUTE 20 TO THE RIGHT.  TURN RIGHT, TRAVELING WEST ON STATE
 DG2970'ROUTE 20 FOR 1.05 MILE TO ITS TERMINATION AT U.S. HIGHWAYS 19 AND
 DG2970'41 (STATE ROUTE 7).  CONTINUE TRAVELING WEST ACROSS U.S. HIGHWAYS
 DG2970'19 AND 41, ALONG COUNTY ROAD 91070 FOR 1.15 MILES TO THE
 DG2970'JUNCTION OF MT. PLEASANT ROAD (COUNTY ROAD 236) TO THE RIGHT.
 DG2970'TURN RIGHT, TRAVELING NORTH ALONG MT. PLEASANT ROAD FOR 0.6 MILE
 DG2970'TO THE JUNCTION OF WILKINS ROAD (COUNTY ROAD 237) TO THE
 DG2970'LEFT.  CONTINUE TRAVELING NORTH ALONG MT. PLEASANT ROAD FOR 0.05
 DG2970'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG MT.
 DG2970'PLEASANT ROAD FOR 0.35 MILE TO THE JUNCTION OF THE BEAR CREEK
 DG2970'AIRPORT DRIVEWAY TO THE LEFT.  TURN LEFT ALONG THE
 DG2970'DRIVEWAY, GOING SOUTHEASTERLY TOWARD A SHED AT THE SOUTH END
 DG2970'OF THE RUNWAY TO SOME LARGE OAK TREES AND THE STATION ON THE
 DG2970'LEFT AND A WIND SOCK POLE ON THE RIGHT.
 DG2970'
 DG2970'THE STATION IS A STANDARD BRASS DISK STAMPED 075-200, SET IN THE
 DG2970'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2970'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2970'075-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 DG2970'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 160 FEET
 DG2970'SOUTHEAST OF THE AIRPORT WIND SOCK POLE, 45 FEET SOUTHEAST OF
 DG2970'THE CENTERLINE OF THE DRIVEWAY, 119 FEET NORTHEAST OF A POWER
 DG2970'POLE, 63 FEET WEST-SOUTHWEST OF A 48 INCH OAK TREE, 15 FEET
 DG2970'SOUTHWEST OF A 50 INCH TWIN OAK TREE, AND 3 FEET SOUTH OF A
 DG2970'WITNESS POST.
 DG2970'
 DG2970'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 075-200 AZMK, SET IN
 DG2970'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2970'SURFACE OF THE GROUND.  IT IS LOCATED 20 FEET WEST OF THE
 DG2970'CENTERLINE OF THE ROAD, 84 FEET SOUTHWEST OF THE CENTER OF A
 DG2970'DRIVE-IN GATE TO A CEMETERY ON THE EAST SIDE OF THE ROAD, 46.7
 DG2970'FEET WEST-NORTHWEST OF THE CENTER OF A WALK-IN GATE TO THE SAME
 DG2970'CEMETERY, 71.0 FEET NORTH OF A FENCE CORNER POST, AND 2.0 FEET
 DG2970'EAST OF A WITNESS POST SET AT THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2866 ***********************************************************************
 DG2866  DESIGNATION -  BV 075 201
 DG2866  PID         -  DG2866
 DG2866  STATE/COUNTY-  GA/HENRY
 DG2866  USGS QUAD   -  MC DONOUGH (1981)
 DG2866
 DG2866                         *CURRENT SURVEY CONTROL
 DG2866  ___________________________________________________________________
 DG2866* NAD 83(1994)-  33 23 16.94373(N)    084 14 10.45980(W)     ADJUSTED  
 DG2866* NAVD 88     -       258.7    (meters)     849.     (feet)  VERTCON   
 DG2866  ___________________________________________________________________
 DG2866  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DG2866  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG2866
 DG2866  HORZ ORDER  -  SECOND
 DG2866
 DG2866.The horizontal coordinates were established by classical geodetic methods
 DG2866.and adjusted by the National Geodetic Survey in September 1997..
 DG2866
 DG2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2866
 DG2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2866
 DG2866.The geoid height was determined by GEOID03.
 DG2866
 DG2866;                    North         East     Units Scale Factor Converg.
 DG2866;SPC GA W     -   375,635.940   693,527.514   MT  0.99990052   -0 02 17.8
 DG2866;SPC GA W     - 1,232,398.91  2,275,348.19   sFT  0.99990052   -0 02 17.8
 DG2866;UTM  16      - 3,697,720.156   757,082.595   MT  1.00041492   +1 31 18.3
 DG2866
 DG2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2866!SPC GA W     -   0.99996391  x   0.99990052  =   0.99986444
 DG2866!UTM  16      -   0.99996391  x   1.00041492  =   1.00037882
 DG2866
 DG2866:                Primary Azimuth Mark                     Grid Az
 DG2866:SPC GA W     -  BV 075 201 AZ MK                         193 39 36.6
 DG2866:UTM  16      -  BV 075 201 AZ MK                         192 06 00.5
 DG2866
 DG2866|---------------------------------------------------------------------|
 DG2866| PID    Reference Object                     Distance      Geod. Az  |
 DG2866|                                                           dddmmss.s |
 DG2866| CZ3065 BV 075 201 AZ MK                                   1933718.8 |
 DG2866| DG2966 HAMPTON FAA ARTC MICROWAVE          APPROX. 5.7 KM 2610725.9 |
 DG2866| DG2972 LOVEJOY ATT MICROWAVE               APPROX. 5.7 KM 3144407.2 |
 DG2866|---------------------------------------------------------------------|
 DG2866
 DG2866                          SUPERSEDED SURVEY CONTROL
 DG2866
 DG2866  NAD 83(1986)-  33 23 16.94992(N)    084 14 10.45945(W) AD(       ) 2
 DG2866  NAD 27      -  33 23 16.52727(N)    084 14 10.74796(W) AD(       ) 2
 DG2866  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 DG2866
 DG2866.Superseded values are not recommended for survey control.
 DG2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2866.See file dsdata.txt to determine how the superseded data were derived.
 DG2866
 DG2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5708397720(NAD 83)
 DG2866_MARKER: DD = SURVEY DISK
 DG2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2866
 DG2866  HISTORY     - Date     Condition        Report By
 DG2866  HISTORY     - 1974     MONUMENTED       GADT
 DG2866
 DG2866                          STATION DESCRIPTION
 DG2866
 DG2866'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2866'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES EAST OF HAMPTON,
 DG2866'4 MILES NORTHWEST OF LUELLA, AND 6-1/2 MILES SOUTHWEST OF MC DONOUGH
 DG2866'ON COUNTY RIGHT OF WAY.
 DG2866'
 DG2866'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, TRAVEL
 DG2866'SOUTH ALONG STATE ROUTE 3 FOR 0.15 MILE TO THE JUNCTION OF STATE
 DG2866'ROUTE 20 TO THE RIGHT.  CONTINUE TRAVELING SOUTH ALONG STATE
 DG2866'ROUTES 3 AND 20 FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTE 20
 DG2866'TO THE LEFT.  TURN LEFT, TRAVELING EAST ON STATE ROUTE 20 FOR
 DG2866'0.7 MILE TO THE JUNCTION OF HAMPTON ROAD (COUNTY ROAD 91577)
 DG2866'FORKING TO THE RIGHT.  TURN RIGHT ON HAMPTON ROAD, TRAVELING
 DG2866'EASTERLY FOR 0.3 MILE TO THE JUNCTION OF SOUTH HAMPTON ROAD
 DG2866'FORKING TO THE RIGHT.  CONTINUE TRAVELING EAST ON HAMPTON ROAD FOR
 DG2866'1.7 MILES TO THE JUNCTION OF ROCKY CREEK ROAD (COUNTY ROAD 285)
 DG2866'CROSSING.  TURN LEFT, TRAVELING NORTH ALONG ROCKY CREEK
 DG2866'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A METAL
 DG2866'GATE.  CONTINUE TRAVELING NORTH ALONG ROCKY CREEK ROAD FOR 0.15
 DG2866'MILE TO THE STATION ON THE RIGHT.
 DG2866'
 DG2866'THE STATION IS A STANDARD BRASS DISK STAMPED 075-201, SET IN THE
 DG2866'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2866'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2866'075-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.60
 DG2866'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 20 FEET
 DG2866'EAST OF THE CENTERLINE OF ROCKY CREEK ROAD, 155 FEET
 DG2866'SOUTH-SOUTHEAST OF A POWER POLE IN THE NORTHWEST QUADRANT OF
 DG2866'THE JUNCTION OF THE ROAD AND A DRIVEWAY TO THE WEST, 3.6 FEET
 DG2866'WEST OF A WITNESS POST, AND 47 FEET NORTH-NORTHWEST OF THE NORTH
 DG2866'END OF A PASTURE GATE.
 DG2866'
 DG2866'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 075-201 AZMK, SET IN
 DG2866'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2866'SURFACE OF THE GROUND.  IT IS LOCATED 21 FEET WEST OF THE
 DG2866'CENTERLINE OF THE ROAD, 64.5 FEET NORTHWEST OF A CORNER FENCE POST
 DG2866'ACROSS THE ROAD, 10.0 FEET NORTH OF A 4 INCH PINE TREE AND THE
 DG2866'NORTH END OF A METAL GATE, AND 2.0 FEET EAST OF A WITNESS POST
 DG2866'SET AT A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2872 ***********************************************************************
 DG2872  DESIGNATION -  BV 075 202
 DG2872  PID         -  DG2872
 DG2872  STATE/COUNTY-  GA/HENRY
 DG2872  USGS QUAD   -  MC DONOUGH (1981)
 DG2872
 DG2872                         *CURRENT SURVEY CONTROL
 DG2872  ___________________________________________________________________
 DG2872* NAD 83(1994)-  33 26 27.80480(N)    084 14 43.54953(W)     ADJUSTED  
 DG2872* NAVD 88     -       278.     (meters)     912.     (feet)  VERTCON   
 DG2872  ___________________________________________________________________
 DG2872  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DG2872  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG2872
 DG2872  HORZ ORDER  -  SECOND
 DG2872
 DG2872.The horizontal coordinates were established by classical geodetic methods
 DG2872.and adjusted by the National Geodetic Survey in September 1997..
 DG2872
 DG2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2872
 DG2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2872
 DG2872.The geoid height was determined by GEOID03.
 DG2872
 DG2872;                    North         East     Units Scale Factor Converg.
 DG2872;SPC GA W     -   381,516.173   692,676.846   MT  0.99990066   -0 02 36.3
 DG2872;SPC GA W     - 1,251,690.98  2,272,557.29   sFT  0.99990066   -0 02 36.3
 DG2872;UTM  16      - 3,703,578.024   756,071.529   MT  1.00040851   +1 31 07.7
 DG2872
 DG2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2872!SPC GA W     -   0.99996090  x   0.99990066  =   0.99986157
 DG2872!UTM  16      -   0.99996090  x   1.00040851  =   1.00036940
 DG2872
 DG2872:                Primary Azimuth Mark                     Grid Az
 DG2872:SPC GA W     -  LOVEJOY ATT MICROWAVE                    240 11 52.4
 DG2872:UTM  16      -  LOVEJOY ATT MICROWAVE                    238 38 08.4
 DG2872
 DG2872|---------------------------------------------------------------------|
 DG2872| PID    Reference Object                     Distance      Geod. Az  |
 DG2872|                                                           dddmmss.s |
 DG2872| DG2972 LOVEJOY ATT MICROWAVE               APPROX. 3.7 KM 2400916.1 |
 DG2872| DG2871 BV 075 202 GADT 1974 PTA             15.757 METERS 25729     |
 DG2872| CZ3066 BV 075 202 AZ MK                                   2755525.4 |
 DG2872|---------------------------------------------------------------------|
 DG2872
 DG2872                          SUPERSEDED SURVEY CONTROL
 DG2872
 DG2872  NAD 83(1986)-  33 26 27.81114(N)    084 14 43.54916(W) AD(       ) 2
 DG2872  NAD 27      -  33 26 27.39368(N)    084 14 43.83499(W) AD(       ) 2
 DG2872  NGVD 29 (07/19/86)  278.     (m)          912.     (f) VERT ANG       
 DG2872
 DG2872.Superseded values are not recommended for survey control.
 DG2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2872.See file dsdata.txt to determine how the superseded data were derived.
 DG2872
 DG2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5607203578(NAD 83)
 DG2872_MARKER: DD = SURVEY DISK
 DG2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2872
 DG2872  HISTORY     - Date     Condition        Report By
 DG2872  HISTORY     - 1974     MONUMENTED       GADT
 DG2872
 DG2872                          STATION DESCRIPTION
 DG2872
 DG2872'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2872'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES EAST OF LOVEJOY,
 DG2872'4-1/2 MILES NORTH-NORTHEAST OF HAMPTON, AND 5-3/4 MILES WEST OF
 DG2872'MC DONOUGH ON HENRY COUNTY RIGHT OF WAY.
 DG2872'
 DG2872'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, TRAVEL
 DG2872'NORTH ALONG STATE ROUTE 3 FOR 1.95 MILES TO THE JUNCTION OF COUNTY
 DG2872'ROAD 250 TO THE RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 3 FOR
 DG2872'1.1 MILES TO THE JUNCTION OF STATE ROUTE 81 TO THE RIGHT.  TURN
 DG2872'RIGHT, GOING EAST ALONG STATE ROUTE 81 FOR 0.4 MILE TO THE
 DG2872'JUNCTION OF MT. CARMEL ROAD (COUNTY ROAD 209) TO THE LEFT.  TURN
 DG2872'LEFT, GOING NORTH ALONG MT. CARMEL ROAD FOR 1.35 MILES TO
 DG2872'THE JUNCTION OF DUTCHTOWN ROAD (COUNTY ROAD 213) TO THE LEFT.
 DG2872'CONTINUE GOING EASTERLY ALONG MT. CARMEL ROAD (NOW COUNTY ROAD
 DG2872'207) FOR 0.85 MILE TO THE JUNCTION OF S. MT. CARMEL ROAD (COUNTY
 DG2872'ROAD 207) TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT AT THE
 DG2872'SOUTHEAST CORNER OF A CEMETERY.  CONTINUE EAST ALONG MT. CARMEL
 DG2872'ROAD (NOW COUNTY ROAD 199) FOR 0.3 MILE TO THE STATION ON THE
 DG2872'LEFT.
 DG2872'
 DG2872'THE STATION IS LOCATED 38.5 FEET NORTH OF THE CENTERLINE OF THE
 DG2872'ROAD, 43 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DG2872'ROAD AND A DRIVEWAY TO THE NORTH, 32.0 FEET EAST OF AN UNDERGROUND
 DG2872'TELEPHONE CABLE PEDESTAL, 95.5 FEET SOUTHEAST OF A 40 INCH OAK
 DG2872'TREE, AND 5.0 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 DG2872'BRASS DISK STAMPED 075-202, SET IN THE TOP OF A 10 INCH
 DG2872'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG2872'UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-202, SET
 DG2872'IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.76 METER BELOW THE
 DG2872'GROUND SURFACE.
 DG2872'
 DG2872'THE AZIMUTH MARK IS LOCATED 29 FEET NORTH OF THE CENTERLINE OF
 DG2872'MT. CARMEL ROAD, 37 FEET WEST OF THE CENTERLINE OF S.MT. CARMEL
 DG2872'ROAD, 6.0 FEET SOUTH OF A WITNESS POST SET AT THE SOUTHEAST CORNER
 DG2872'OF A FENCE AROUND THE CEMETERY, AND 59.0 FEET SOUTH OF A POWER
 DG2872'POLE.  IT IS A STANDARD DISK STAMPED 075-202 AZMK, SET IN THE TOP
 DG2872'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG2872'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2978 ***********************************************************************
 DG2978  DESIGNATION -  BV 075 203
 DG2978  PID         -  DG2978
 DG2978  STATE/COUNTY-  GA/HENRY
 DG2978  USGS QUAD   -  HAMPTON (1982)
 DG2978
 DG2978                         *CURRENT SURVEY CONTROL
 DG2978  ___________________________________________________________________
 DG2978* NAD 83(1994)-  33 28 07.86585(N)    084 16 55.79103(W)     ADJUSTED  
 DG2978* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 DG2978  ___________________________________________________________________
 DG2978  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DG2978  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG2978
 DG2978  HORZ ORDER  -  SECOND
 DG2978
 DG2978.The horizontal coordinates were established by classical geodetic methods
 DG2978.and adjusted by the National Geodetic Survey in September 1997..
 DG2978
 DG2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2978
 DG2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2978
 DG2978.The geoid height was determined by GEOID03.
 DG2978
 DG2978;                    North         East     Units Scale Factor Converg.
 DG2978;SPC GA W     -   384,601.844   689,264.906   MT  0.99990142   -0 03 49.3
 DG2978;SPC GA W     - 1,261,814.55  2,261,363.28   sFT  0.99990142   -0 03 49.3
 DG2978;UTM  16      - 3,706,570.982   752,574.970   MT  1.00038657   +1 29 58.7
 DG2978
 DG2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2978!SPC GA W     -   0.99996060  x   0.99990142  =   0.99986203
 DG2978!UTM  16      -   0.99996060  x   1.00038657  =   1.00034716
 DG2978
 DG2978:                Primary Azimuth Mark                     Grid Az
 DG2978:SPC GA W     -  LOVEJOY ATT MICROWAVE                    177 45 00.8
 DG2978:UTM  16      -  LOVEJOY ATT MICROWAVE                    176 11 12.8
 DG2978
 DG2978|---------------------------------------------------------------------|
 DG2978| PID    Reference Object                     Distance      Geod. Az  |
 DG2978|                                                           dddmmss.s |
 DG2978| DG2972 LOVEJOY ATT MICROWAVE               APPROX. 4.9 KM 1774111.5 |
 DG2978| DG2977 BV 075 203 GADT 1974 PTA             21.184 METERS 23119     |
 DG2978| CZ3067 BV 075 203 AZ MK                                   2452018.0 |
 DG2978|---------------------------------------------------------------------|
 DG2978
 DG2978                          SUPERSEDED SURVEY CONTROL
 DG2978
 DG2978  NAD 83(1986)-  33 28 07.87218(N)    084 16 55.79055(W) AD(       ) 2
 DG2978  NAD 27      -  33 28 07.45805(N)    084 16 56.07182(W) AD(       ) 2
 DG2978  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 DG2978
 DG2978.Superseded values are not recommended for survey control.
 DG2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2978.See file dsdata.txt to determine how the superseded data were derived.
 DG2978
 DG2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5257506571(NAD 83)
 DG2978_MARKER: DD = SURVEY DISK
 DG2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2978
 DG2978  HISTORY     - Date     Condition        Report By
 DG2978  HISTORY     - 1974     MONUMENTED       GADT
 DG2978
 DG2978                          STATION DESCRIPTION
 DG2978
 DG2978'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2978'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF LOVEJOY,
 DG2978'5-1/2 MILES SOUTHEAST OF JONESBORO, AND 4-1/2 MILES NORTH-NORTHEAST
 DG2978'OF HAMPTON ON COUNTY RIGHT OF WAY.
 DG2978'
 DG2978'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41
 DG2978'AND STATE ROUTE 3, LOCATED 1 MILE NORTH-NORTHWEST OF LOVEJOY,
 DG2978'TRAVEL WEST ON STATE ROUTE 3 FOR 0.15 MILE TO THE JUNCTION OF
 DG2978'MAC DONOUGH ROAD TO THE LEFT.  TURN LEFT, GOING WEST ON MAC
 DG2978'DONOUGH ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DG2978'CONTINUE ALONG MAC DONOUGH ROAD FOR 0.4 MILE TO THE STATION
 DG2978'ON THE LEFT.
 DG2978'
 DG2978'THE STATION IS A STANDARD BRASS DISK STAMPED 075-203, SET IN THE
 DG2978'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2978'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2978'075-203, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 DG2978'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 15 FEET
 DG2978'NORTH OF THE CENTERLINE OF MAC DONOUGH ROAD, 12.5 FEET SOUTH OF
 DG2978'A FENCELINE, 50 FEET NORTH OF A POWER POLE ON THE SOUTH SIDE OF
 DG2978'THE ROAD, AND 3.8 FEET SOUTH OF A WITNESS POST.
 DG2978'
 DG2978'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 075-203 AZMK, SET IN
 DG2978'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2978'SURFACE OF THE GROUND.  IT IS LOCATED 14 FEET SOUTH OF THE
 DG2978'CENTERLINE OF MAC DONOUGH ROAD, 3.0 FEET NORTH OF A WITNESS POST,
 DG2978'12.0 FEET NORTH OF A FENCELINE, 67 FEET NORTH OF THE WEST GATE
 DG2978'POST OF A GATE TO A FIELD TO THE SOUTH, AND 165 FEET
 DG2978'WEST-SOUTHWEST OF THE POINT OF INTERSECTION OF A DIRT DRIVEWAY
 DG2978'TO THE NORTH AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2640 ***********************************************************************
 DG2640  DESIGNATION -  BV 075 204
 DG2640  PID         -  DG2640
 DG2640  STATE/COUNTY-  GA/CLAYTON
 DG2640  USGS QUAD   -  JONESBORO (1993)
 DG2640
 DG2640                         *CURRENT SURVEY CONTROL
 DG2640  ___________________________________________________________________
 DG2640* NAD 83(1994)-  33 32 45.79331(N)    084 16 30.12802(W)     ADJUSTED  
 DG2640* NAVD 88     -       266.     (meters)     873.     (feet)  VERTCON   
 DG2640  ___________________________________________________________________
 DG2640  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DG2640  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG2640
 DG2640  HORZ ORDER  -  SECOND
 DG2640
 DG2640.The horizontal coordinates were established by classical geodetic methods
 DG2640.and adjusted by the National Geodetic Survey in September 1997..
 DG2640
 DG2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2640
 DG2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2640
 DG2640.The geoid height was determined by GEOID03.
 DG2640
 DG2640;                    North         East     Units Scale Factor Converg.
 DG2640;SPC GA W     -   393,163.034   689,936.426   MT  0.99990125   -0 03 35.6
 DG2640;SPC GA W     - 1,289,902.39  2,263,566.42   sFT  0.99990125   -0 03 35.6
 DG2640;UTM  16      - 3,715,151.491   753,012.649   MT  1.00038929   +1 30 23.9
 DG2640
 DG2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2640!SPC GA W     -   0.99996282  x   0.99990125  =   0.99986408
 DG2640!UTM  16      -   0.99996282  x   1.00038929  =   1.00035210
 DG2640
 DG2640|---------------------------------------------------------------------|
 DG2640| PID    Reference Object                     Distance      Geod. Az  |
 DG2640|                                                           dddmmss.s |
 DG2640| DG2639 BV 075 204 GADT 1974 PTA             12.442 METERS 10140     |
 DG2640| DG2596 STOCKBRIDGE COUNTY TANK             APPROX. 6.2 KM 1233329.6 |
 DG2640| CZ3068 BV 075 204 AZ MK                                   2920142.2 |
 DG2640|---------------------------------------------------------------------|
 DG2640
 DG2640                          SUPERSEDED SURVEY CONTROL
 DG2640
 DG2640  NAD 83(1986)-  33 32 45.79995(N)    084 16 30.12737(W) AD(       ) 2
 DG2640  NAD 27      -  33 32 45.39876(N)    084 16 30.40846(W) AD(       ) 2
 DG2640  NGVD 29 (07/19/86)  266.     (m)          873.     (f) VERT ANG       
 DG2640
 DG2640.Superseded values are not recommended for survey control.
 DG2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2640.See file dsdata.txt to determine how the superseded data were derived.
 DG2640
 DG2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5301315151(NAD 83)
 DG2640_MARKER: DD = SURVEY DISK
 DG2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2640
 DG2640  HISTORY     - Date     Condition        Report By
 DG2640  HISTORY     - 1974     MONUMENTED       GADT
 DG2640  HISTORY     - 20060403 GOOD             GADT
 DG2640
 DG2640                          STATION DESCRIPTION
 DG2640
 DG2640'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2640'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF
 DG2640'STOCKBRIDGE, 4-3/4 MILES EAST-NORTHEAST OF JONESBORO, AND 4-1/4
 DG2640'MILES SOUTHEAST OF MORROW ON THE PROPERTY OF THE RAMADA INN.
 DG2640'
 DG2640'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 DG2640'STATE ROUTE 138 AND THE AZIMUTH MARK, TRAVEL NORTHEAST ALONG
 DG2640'STATE ROUTE 138 FOR 0.15 MILE TO THE ENTRANCE DRIVEWAY TO THE
 DG2640'RAMADA INN MOTEL.  TURN RIGHT, TRAVELING SOUTHWEST ALONG THE
 DG2640'DRIVEWAY FOR 0.1 MILE TO THE MOTEL OFFICE.  TURN RIGHT AND THEN
 DG2640'LEFT GOING AROUND THE RIGHT SIDE OF THE MOTEL BUILDING FOR
 DG2640'0.1 MILE TO THE STATION ON THE RIGHT.
 DG2640'
 DG2640'THE STATION IS A STANDARD BRASS DISK STAMPED 075-204, SET IN
 DG2640'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2640'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2640'STAMPED 075-204, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2640'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2640'IS LOCATED 64.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DG2640'MOTEL BUILDING, 88.5 FEET WEST OF THE SOUTHWEST CORNER OF A
 DG2640'SWIMMING POOL, 27 FEET EAST-NORTHEAST OF THE INTERSTATE 75
 DG2640'RIGHT OF WAY FENCE, AND 5 FEET SOUTHEAST OF A WITNESS POST.
 DG2640'
 DG2640'THE AZIMUTH MARK IS LOCATED 36.5 FEET NORTHWEST OF THE
 DG2640'CENTERLINE OF STATE ROUTE 138, 92.3 FEET NORTHEAST OF THE
 DG2640'INTERSTATE BRIDGE NORTHEAST COLUMN, AND 1.0 FOOT SOUTHWEST OF
 DG2640'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 075-204, SET
 DG2640'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2640'SURFACE OF THE GROUND.
 DG2640
 DG2640                          STATION RECOVERY (2006)
 DG2640
 DG2640'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 DG2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2594 ***********************************************************************
 DG2594  DESIGNATION -  BV 075 205
 DG2594  PID         -  DG2594
 DG2594  STATE/COUNTY-  GA/HENRY
 DG2594  USGS QUAD   -  STOCKBRIDGE (1982)
 DG2594
 DG2594                         *CURRENT SURVEY CONTROL
 DG2594  ___________________________________________________________________
 DG2594* NAD 83(1994)-  33 30 24.96872(N)    084 14 02.03824(W)     ADJUSTED  
 DG2594* NAVD 88     -       261.3    (meters)     857.     (feet)  VERTCON   
 DG2594  ___________________________________________________________________
 DG2594  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DG2594  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG2594
 DG2594  HORZ ORDER  -  SECOND
 DG2594
 DG2594.The horizontal coordinates were established by classical geodetic methods
 DG2594.and adjusted by the National Geodetic Survey in September 1997..
 DG2594
 DG2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2594
 DG2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2594
 DG2594.The geoid height was determined by GEOID03.
 DG2594
 DG2594;                    North         East     Units Scale Factor Converg.
 DG2594;SPC GA W     -   388,821.509   693,753.675   MT  0.99990048   -0 02 13.6
 DG2594;SPC GA W     - 1,275,658.57  2,276,090.18   sFT  0.99990048   -0 02 13.6
 DG2594;UTM  16      - 3,710,913.768   756,949.070   MT  1.00041405   +1 31 40.2
 DG2594
 DG2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2594!SPC GA W     -   0.99996354  x   0.99990048  =   0.99986403
 DG2594!UTM  16      -   0.99996354  x   1.00041405  =   1.00037758
 DG2594
 DG2594:                Primary Azimuth Mark                     Grid Az
 DG2594:SPC GA W     -  STOCKBRIDGE MUN TANK                     004 26 01.2
 DG2594:UTM  16      -  STOCKBRIDGE MUN TANK                     002 52 07.4
 DG2594
 DG2594|---------------------------------------------------------------------|
 DG2594| PID    Reference Object                     Distance      Geod. Az  |
 DG2594|                                                           dddmmss.s |
 DG2594| DG2599 STOCKBRIDGE MUN TANK                APPROX. 4.0 KM 0042347.6 |
 DG2594| CZ3069 BV 075 205 AZ MK                                   3370917.8 |
 DG2594|---------------------------------------------------------------------|
 DG2594
 DG2594                          SUPERSEDED SURVEY CONTROL
 DG2594
 DG2594  NAD 83(1986)-  33 30 24.97534(N)    084 14 02.03776(W) AD(       ) 2
 DG2594  NAD 27      -  33 30 24.56962(N)    084 14 02.32525(W) AD(       ) 2
 DG2594  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 DG2594
 DG2594.Superseded values are not recommended for survey control.
 DG2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2594.See file dsdata.txt to determine how the superseded data were derived.
 DG2594
 DG2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5694910914(NAD 83)
 DG2594_MARKER: DD = SURVEY DISK
 DG2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2594
 DG2594  HISTORY     - Date     Condition        Report By
 DG2594  HISTORY     - 1974     MONUMENTED       GADT
 DG2594
 DG2594                          STATION DESCRIPTION
 DG2594
 DG2594'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2594'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH OF
 DG2594'STOCKBRIDGE, 6-1/2 MILES NORTHWEST OF MC DONOUGH, AND 7 MILES
 DG2594'EAST OF JONESBORO ON THE PROPERTY OF THE MATADOR INN.
 DG2594'
 DG2594'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 351
 DG2594'AND INTERSTATE 75, LOCATED 4-3/4 MILES NORTHWEST OF MC DONOUGH,
 DG2594'GO NORTH ALONG INTERSTATE 75 FOR 2.2 MILES TO THE HUDSON
 DG2594'BRIDGE ROAD INTERCHANGE.  TRAVEL SOUTHWEST ON HUDSON BRIDGE
 DG2594'ROAD FOR 0.3 MILE TO THE ENTRANCE DRIVEWAY TO THE MATADOR
 DG2594'INN.  THE STATION IS LOCATED IN THE REAR OF THE MATADOR INN
 DG2594'PARKING LOT.
 DG2594'
 DG2594'THE STATION IS A STANDARD BRASS DISK STAMPED 075-205, SET IN
 DG2594'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2594'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG2594'DISK STAMPED 075-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2594'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2594'IS LOCATED ON THE NORTH SIDE OF THE PARKING LOT AT THE REAR OF
 DG2594'THE MOTEL BUILDING, 3.2 FEET SOUTH OF A WITNESS POST, 82 FEET
 DG2594'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE MOTEL BUILDING,
 DG2594'79.5 FEET NORTHWEST OF AN INTERSTATE 75 RIGHT OF WAY MARKER
 DG2594'AT THE RIGHT OF WAY FENCE, AND 40 FEET WEST OF THE FENCELINE.
 DG2594'
 DG2594'TO REACH THE AZIMUTH MARK FROM THE EXIT OF HUDSON BRIDGE ROAD,
 DG2594'CONTINUE ALONG INTERSTATE 75 FOR 0.2 MILE TO THE MARK ON THE
 DG2594'RIGHT (NORTHBOUND LANE).  IT IS A STANDARD DISK STAMPED 075-205,
 DG2594'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DG2594'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 3.5 FEET WEST OF
 DG2594'A WITNESS POST AND 41.5 FEET EAST OF THE CENTERLINE OF THE
 DG2594'NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2858 ***********************************************************************
 DG2858  DESIGNATION -  BV 075 206
 DG2858  PID         -  DG2858
 DG2858  STATE/COUNTY-  GA/HENRY
 DG2858  USGS QUAD   -  LOCUST GROVE (1981)
 DG2858
 DG2858                         *CURRENT SURVEY CONTROL
 DG2858  ___________________________________________________________________
 DG2858* NAD 83(1994)-  33 21 10.04935(N)    084 04 29.91299(W)     ADJUSTED  
 DG2858* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 DG2858  ___________________________________________________________________
 DG2858  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DG2858  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DG2858
 DG2858  HORZ ORDER  -  SECOND
 DG2858
 DG2858.The horizontal coordinates were established by classical geodetic methods
 DG2858.and adjusted by the National Geodetic Survey in September 1997..
 DG2858
 DG2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2858
 DG2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2858
 DG2858.The geoid height was determined by GEOID03.
 DG2858
 DG2858;                    North         East     Units Scale Factor Converg.
 DG2858;SPC GA W     -   371,728.481   708,533.687   MT  0.99990090   +0 03 01.5
 DG2858;SPC GA W     - 1,219,579.19  2,324,580.94   sFT  0.99990090   +0 03 01.5
 DG2858;UTM  16      - 3,694,220.536   772,198.059   MT  1.00051358   +1 36 32.9
 DG2858;UTM  17      - 3,694,622.760   213,842.474   MT  1.00060971   -1 41 30.3
 DG2858
 DG2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2858!SPC GA W     -   0.99996650  x   0.99990090  =   0.99986740
 DG2858!UTM  16      -   0.99996650  x   1.00051358  =   1.00048006
 DG2858!UTM  17      -   0.99996650  x   1.00060971  =   1.00057619
 DG2858
 DG2858|---------------------------------------------------------------------|
 DG2858| PID    Reference Object                     Distance      Geod. Az  |
 DG2858|                                                           dddmmss.s |
 DG2858| DG2857 BV 075 206 GADT 1974 PTA             15.556 METERS 25118     |
 DG2858| CY9659 BV 075 206 AZ MK                                   2513240.5 |
 DG2858| DG2856 LOCUST GROVE MUN TANK               APPROX. 3.4 KM 2581930.7 |
 DG2858|---------------------------------------------------------------------|
 DG2858
 DG2858                          SUPERSEDED SURVEY CONTROL
 DG2858
 DG2858  NAD 83(1986)-  33 21 10.05549(N)    084 04 29.91281(W) AD(       ) 2
 DG2858  NAD 27      -  33 21 09.62977(N)    084 04 30.21664(W) AD(       ) 2
 DG2858  NGVD 29 (07/19/86)  242.     (m)          794.     (f) VERT ANG       
 DG2858
 DG2858.Superseded values are not recommended for survey control.
 DG2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2858.See file dsdata.txt to determine how the superseded data were derived.
 DG2858
 DG2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7219894221(NAD 83)
 DG2858_MARKER: DD = SURVEY DISK
 DG2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2858
 DG2858  HISTORY     - Date     Condition        Report By
 DG2858  HISTORY     - 1974     MONUMENTED       GADT
 DG2858
 DG2858                          STATION DESCRIPTION
 DG2858
 DG2858'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2858'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST OF LOCUST
 DG2858'GROVE, 7-1/2 MILES NORTHWEST OF JACKSON, AND 7-3/4 MILES SOUTHEAST
 DG2858'OF MC DONOUGH ON STATE RIGHT OF WAY.
 DG2858'
 DG2858'TO REACH THE STATION FROM THE POST OFFICE IN LOCUST GROVE, TRAVEL
 DG2858'NORTH ALONG U.S. HIGHWAY 23 (STATE ROUTE 42) FOR 0.2 MILE TO THE
 DG2858'JUNCTION OF PEEKSVILLE ROAD (COUNTY ROAD 350) TO THE RIGHT,
 DG2858'CROSSING THE RAILROAD TRACKS.  TURN RIGHT, TRAVELING EAST ALONG
 DG2858'PEEKSVILLE ROAD FOR 2.15 MILES TO THE JUNCTION OF UNITY RIDGE
 DG2858'ROAD (COUNTY ROAD 341) CROSSING AND THE AZIMUTH MARK ON THE
 DG2858'LEFT.  CONTINUE TRAVELING EAST ALONG PEEKSVILLE ROAD FOR
 DG2858'0.15 MILE TO THE STATION ON THE LEFT.
 DG2858'
 DG2858'THE STATION IS A STANDARD BRASS DISK STAMPED 075-206, SET IN THE
 DG2858'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2858'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2858'075-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 DG2858'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 40 FEET
 DG2858'NORTH OF THE CENTERLINE OF PEEKSVILLE ROAD, 32 FEET SOUTHEAST OF
 DG2858'AN 8 INCH PINE TREE ON THE NORTH SIDE OF A FENCELINE, 55 FEET
 DG2858'SOUTHWEST OF ANOTHER 8 INCH PINE TREE, 135 FEET WEST OF A POWER
 DG2858'POLE, AND 6 FEET SOUTHWEST OF A WITNESS POST SET ON THE
 DG2858'FENCELINE.
 DG2858'
 DG2858'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 075-206 AZMK, SET
 DG2858'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2858'SURFACE OF THE GROUND.  IT IS LOCATED 34 FEET NORTH OF THE
 DG2858'CENTERLINE OF PEEKSVILLE ROAD, 42 FEET EAST OF THE CENTERLINE OF
 DG2858'UNITY RIDGE ROAD, 42 FEET SOUTH OF A POWER POLE, AND 3 FEET SOUTH
 DG2858'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2863 ***********************************************************************
 DG2863  DESIGNATION -  BV 075 207
 DG2863  PID         -  DG2863
 DG2863  STATE/COUNTY-  GA/HENRY
 DG2863  USGS QUAD   -  LUELLA (1981)
 DG2863
 DG2863                         *CURRENT SURVEY CONTROL
 DG2863  ___________________________________________________________________
 DG2863* NAD 83(1994)-  33 21 25.79456(N)    084 11 28.39879(W)     ADJUSTED  
 DG2863* NAVD 88     -       273.     (meters)     896.     (feet)  VERTCON   
 DG2863  ___________________________________________________________________
 DG2863  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DG2863  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG2863
 DG2863  HORZ ORDER  -  SECOND
 DG2863
 DG2863.The horizontal coordinates were established by classical geodetic methods
 DG2863.and adjusted by the National Geodetic Survey in September 1997..
 DG2863
 DG2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2863
 DG2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2863
 DG2863.The geoid height was determined by GEOID03.
 DG2863
 DG2863;                    North         East     Units Scale Factor Converg.
 DG2863;SPC GA W     -   372,210.034   697,714.755   MT  0.99990006   -0 00 48.6
 DG2863;SPC GA W     - 1,221,159.09  2,289,085.83   sFT  0.99990006   -0 00 48.6
 DG2863;UTM  16      - 3,694,407.720   761,363.777   MT  1.00044229   +1 32 43.1
 DG2863
 DG2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2863!SPC GA W     -   0.99996165  x   0.99990006  =   0.99986172
 DG2863!UTM  16      -   0.99996165  x   1.00044229  =   1.00040393
 DG2863
 DG2863:                Primary Azimuth Mark                     Grid Az
 DG2863:SPC GA W     -  BV 075 207 AZ MK                         003 29 04.7
 DG2863:UTM  16      -  BV 075 207 AZ MK                         001 55 33.0
 DG2863
 DG2863|---------------------------------------------------------------------|
 DG2863| PID    Reference Object                     Distance      Geod. Az  |
 DG2863|                                                           dddmmss.s |
 DG2863| CY9660 BV 075 207 AZ MK                                   0032816.1 |
 DG2863| DG0838 LOCUST GROVE RM 4                   APPROX. 6.9 KM 0870221.2 |
 DG2863| DG2864 BV 075 207 GADT 1974 PTA             19.935 METERS 29805     |
 DG2863|---------------------------------------------------------------------|
 DG2863
 DG2863                          SUPERSEDED SURVEY CONTROL
 DG2863
 DG2863  NAD 83(1986)-  33 21 25.80078(N)    084 11 28.39843(W) AD(       ) 2
 DG2863  NAD 27      -  33 21 25.37706(N)    084 11 28.69044(W) AD(       ) 2
 DG2863  NGVD 29 (07/19/86)  273.     (m)          896.     (f) VERT ANG       
 DG2863
 DG2863.Superseded values are not recommended for survey control.
 DG2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2863.See file dsdata.txt to determine how the superseded data were derived.
 DG2863
 DG2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6136494408(NAD 83)
 DG2863_MARKER: DD = SURVEY DISK
 DG2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2863
 DG2863  HISTORY     - Date     Condition        Report By
 DG2863  HISTORY     - 1974     MONUMENTED       GADT
 DG2863
 DG2863                          STATION DESCRIPTION
 DG2863
 DG2863'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2863'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTHWEST OF
 DG2863'LUELLA, 5-1/2 MILES EAST-SOUTHEAST OF HAMPTON, AND 6-3/4 MILES
 DG2863'SOUTH OF MC DONOUGH ON PROPERTY OWNED BY MR. BARNS.
 DG2863'
 DG2863'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 155 AND
 DG2863'LUELLA ROAD (COUNTY ROAD 292) IN LUELLA, TRAVEL NORTHWEST ALONG
 DG2863'LUELLA ROAD FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD 293 TO
 DG2863'THE LEFT.  TURN LEFT, TRAVELING SOUTHWEST FOR 0.05 MILE TO THE
 DG2863'STATION ON THE RIGHT.
 DG2863'
 DG2863'THE STATION IS LOCATED 25 FEET NORTHWEST OF THE CENTERLINE OF
 DG2863'THE ROAD, 8.0 FEET NORTHWEST OF A WITNESS POST SET IN A FENCELINE
 DG2863'RUNNING PARALLEL WITH THE ROAD, 276 FEET NORTHEAST OF THE NORTHEAST
 DG2863'CORNER OF A BARN, AND 293 FEET SOUTHEAST OF A POWER POLE.  IT IS
 DG2863'A STANDARD BRASS DISK STAMPED 075-207, SET IN THE TOP OF A 10
 DG2863'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2863'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2863'075-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67
 DG2863'METER BELOW THE SURFACE OF THE GROUND.
 DG2863'
 DG2863'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 293
 DG2863'AND LUELLA ROAD, TRAVEL NORTHWEST ALONG LUELLA ROAD FOR 0.1 MILE
 DG2863'TO THE MARK ON THE RIGHT.  IT IS LOCATED 42 FEET NORTHEAST OF THE
 DG2863'CENTERLINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A WITNESS POST SET
 DG2863'BESIDE A POWER POLE, AND 72.0 FEET NORTHWEST OF A 6 INCH PECAN
 DG2863'TREE.  IT IS A STANDARD DISK STAMPED 075-207 AZMK, SET IN THE
 DG2863'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2863'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2862 ***********************************************************************
 DG2862  DESIGNATION -  BV 075 208
 DG2862  PID         -  DG2862
 DG2862  STATE/COUNTY-  GA/HENRY
 DG2862  USGS QUAD   -  LUELLA (1981)
 DG2862
 DG2862                         *CURRENT SURVEY CONTROL
 DG2862  ___________________________________________________________________
 DG2862* NAD 83(1994)-  33 21 07.47983(N)    084 07 51.70392(W)     ADJUSTED  
 DG2862* NAVD 88     -       258.     (meters)     846.     (feet)  VERTCON   
 DG2862  ___________________________________________________________________
 DG2862  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DG2862  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DG2862
 DG2862  HORZ ORDER  -  SECOND
 DG2862
 DG2862.The horizontal coordinates were established by classical geodetic methods
 DG2862.and adjusted by the National Geodetic Survey in September 1997..
 DG2862
 DG2862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2862
 DG2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2862
 DG2862.The geoid height was determined by GEOID03.
 DG2862
 DG2862;                    North         East     Units Scale Factor Converg.
 DG2862;SPC GA W     -   371,646.138   703,316.845   MT  0.99990014   +0 01 10.5
 DG2862;SPC GA W     - 1,219,309.04  2,307,465.35   sFT  0.99990014   +0 01 10.5
 DG2862;UTM  16      - 3,693,996.187   766,982.281   MT  1.00047890   +1 34 41.7
 DG2862
 DG2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2862!SPC GA W     -   0.99996400  x   0.99990014  =   0.99986414
 DG2862!UTM  16      -   0.99996400  x   1.00047890  =   1.00044288
 DG2862
 DG2862:                Primary Azimuth Mark                     Grid Az
 DG2862:SPC GA W     -  BV 075 208 AZ MK                         078 33 09.8
 DG2862:UTM  16      -  BV 075 208 AZ MK                         076 59 38.6
 DG2862
 DG2862|---------------------------------------------------------------------|
 DG2862| PID    Reference Object                     Distance      Geod. Az  |
 DG2862|                                                           dddmmss.s |
 DG2862| CY9661 BV 075 208 AZ MK                                   0783420.3 |
 DG2862| DG2861 BV 075 208 GADT 1974 PTA             15.480 METERS 19752     |
 DG2862|---------------------------------------------------------------------|
 DG2862
 DG2862                          SUPERSEDED SURVEY CONTROL
 DG2862
 DG2862  NAD 83(1986)-  33 21 07.48596(N)    084 07 51.70365(W) AD(       ) 2
 DG2862  NAD 27      -  33 21 07.06099(N)    084 07 52.00186(W) AD(       ) 2
 DG2862  NGVD 29 (07/19/86)  258.     (m)          846.     (f) VERT ANG       
 DG2862
 DG2862.Superseded values are not recommended for survey control.
 DG2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2862.See file dsdata.txt to determine how the superseded data were derived.
 DG2862
 DG2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6698293996(NAD 83)
 DG2862_MARKER: DD = SURVEY DISK
 DG2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2862
 DG2862  HISTORY     - Date     Condition        Report By
 DG2862  HISTORY     - 1974     MONUMENTED       GADT
 DG2862
 DG2862                          STATION DESCRIPTION
 DG2862
 DG2862'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2862'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST OF LOCUST
 DG2862'GROVE, 6-3/4 MILES SOUTH OF MC DONOUGH, AND 2-3/4 MILES EAST OF
 DG2862'LUELLA ON COUNTY RIGHT OF WAY.
 DG2862'
 DG2862'TO REACH THE STATION FROM THE INTERSECTION OF HAMPTON ROAD AND
 DG2862'INTERSTATE 75, LOCATED APPROXIMATELY 1 MILE WEST OF LUELLA, TRAVEL
 DG2862'WEST ON HAMPTON ROAD FOR 0.35 MILE TO THE JUNCTION OF PRICE ROAD
 DG2862'TO THE RIGHT AND THE STATION ON THE RIGHT.
 DG2862'
 DG2862'THE STATION IS A STANDARD BRASS DISK STAMPED 075-208, SET IN THE
 DG2862'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2862'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2862'075-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 DG2862'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 33 FEET
 DG2862'NORTH OF THE CENTERLINE OF HAMPTON ROAD, 3 FEET SOUTH OF A
 DG2862'WITNESS POST, 73 FEET NORTHEAST OF THE POINT OF INTERSECTION OF
 DG2862'THE CENTERLINES OF THE ROADS, AND 11.0 FEET EAST OF A
 DG2862'POWER POLE.
 DG2862'
 DG2862'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HAMPTON ROAD
 DG2862'AND INTERSTATE 75, TRAVEL EAST ON HAMPTON ROAD FOR 0.35 MILE TO
 DG2862'THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 075-208
 DG2862'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DG2862'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 27 FEET NORTH OF
 DG2862'THE CENTERLINE OF HAMPTON ROAD, 2 FEET SOUTH OF A WITNESS POST,
 DG2862'14 FEET SOUTH-SOUTHEAST OF A 14 INCH OAK TREE, AND 2.8 FEET
 DG2862'NORTH OF A GUY WIRE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2130 ***********************************************************************
 DG2130  DESIGNATION -  BV 075 209
 DG2130  PID         -  DG2130
 DG2130  STATE/COUNTY-  GA/HENRY
 DG2130  USGS QUAD   -  LOCUST GROVE (1981)
 DG2130
 DG2130                         *CURRENT SURVEY CONTROL
 DG2130  ___________________________________________________________________
 DG2130* NAD 83(1994)-  33 19 56.06810(N)    084 05 00.44544(W)     ADJUSTED  
 DG2130* NAVD 88     -       240.952  (meters)     790.52   (feet)  ADJUSTED  
 DG2130  ___________________________________________________________________
 DG2130  X           -     549,878.203 (meters)                     COMP
 DG2130  Y           -  -5,306,077.595 (meters)                     COMP
 DG2130  Z           -   3,484,920.354 (meters)                     COMP
 DG2130  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DG2130  ELLIP HEIGHT-         212.44  (meters)          (12/11/97) GPS OBS
 DG2130  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DG2130  DYNAMIC HT  -         240.681 (meters)     789.63  (feet)  COMP
 DG2130  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DG2130
 DG2130  HORZ ORDER  -  FIRST
 DG2130  VERT ORDER  -  FIRST     CLASS II
 DG2130  ELLP ORDER  -  FOURTH    CLASS I
 DG2130
 DG2130.The horizontal coordinates were established by GPS observations
 DG2130.and adjusted by the National Geodetic Survey in December 1997..
 DG2130
 DG2130.The orthometric height was determined by differential leveling
 DG2130.and adjusted by the National Geodetic Survey in June 1991..
 DG2130
 DG2130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG2130
 DG2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2130
 DG2130.The ellipsoidal height was determined by GPS observations
 DG2130.and is referenced to NAD 83.
 DG2130
 DG2130.The geoid height was determined by GEOID03.
 DG2130
 DG2130.The dynamic height is computed by dividing the NAVD 88
 DG2130.geopotential number by the normal gravity value computed on the
 DG2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2130.degrees latitude (g = 980.6199 gals.).
 DG2130
 DG2130.The modeled gravity was interpolated from observed gravity values.
 DG2130
 DG2130;                    North         East     Units Scale Factor Converg.
 DG2130;SPC GA W     -   369,448.795   707,746.155   MT  0.99990074   +0 02 44.6
 DG2130;SPC GA W     - 1,212,099.92  2,321,997.18   sFT  0.99990074   +0 02 44.6
 DG2130;UTM  16      - 3,691,918.872   771,472.370   MT  1.00050872   +1 36 13.0
 DG2130
 DG2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2130!SPC GA W     -   0.99996665  x   0.99990074  =   0.99986739
 DG2130!UTM  16      -   0.99996665  x   1.00050872  =   1.00047535
 DG2130
 DG2130|---------------------------------------------------------------------|
 DG2130| PID    Reference Object                     Distance      Geod. Az  |
 DG2130|                                                           dddmmss.s |
 DG2130| AE4940 A0074                                99.698 METERS 03242     |
 DG2130| DG2849 SPABUT                              APPROX. 7.5 KM 2001326.6 |
 DG2130| CY9662 BV 075 209 AZ MK                                   3180939.7 |
 DG2130|---------------------------------------------------------------------|
 DG2130
 DG2130                          SUPERSEDED SURVEY CONTROL
 DG2130
 DG2130  NAD 83(1994)-  33 19 56.06529(N)    084 05 00.44563(W) AD(       ) 2
 DG2130  NAD 83(1986)-  33 19 56.07150(N)    084 05 00.44531(W) AD(       ) 2
 DG2130  NAD 27      -  33 19 55.64399(N)    084 05 00.74866(W) AD(       ) 2
 DG2130  NAVD 88 (12/11/97)  240.95   (m)          790.5    (f) LEVELING    3  
 DG2130  NGVD 29 (07/19/86)  241.0    (m)          791.     (f) VERT ANG       
 DG2130
 DG2130.Superseded values are not recommended for survey control.
 DG2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2130.See file dsdata.txt to determine how the superseded data were derived.
 DG2130
 DG2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7147291919(NAD 83)
 DG2130_MARKER: DD = SURVEY DISK
 DG2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2130_SP_SET: CONCRETE POST
 DG2130_STAMPING: O75-209
 DG2130_MARK LOGO: GADT  
 DG2130_PROJECTION: FLUSH
 DG2130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2130+STABILITY: SURFACE MOTION
 DG2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2130+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1997
 DG2130
 DG2130  HISTORY     - Date     Condition        Report By
 DG2130  HISTORY     - 1974     MONUMENTED       GADT
 DG2130  HISTORY     - 1979     GOOD             NGS
 DG2130  HISTORY     - 19970117 GOOD             MSI
 DG2130
 DG2130                          STATION DESCRIPTION
 DG2130
 DG2130'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2130'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHEAST OF LOCUST
 DG2130'GROVE, 3 MILES WEST OF JENKINSBURG, AND 12 MILES NORTHEAST OF
 DG2130'GRIFFIN ON THE PROPERTY OF JULIA MADDOX.
 DG2130'
 DG2130'TO REACH THE STATION FROM THE POST OFFICE IN LOCUST GROVE,
 DG2130'TRAVEL SOUTHEAST ALONG U.S. HIGHWAY 23 (STATE ROUTE 42) FOR 1.55
 DG2130'MILES TO THE INTERSECTION OF LOCUST ROAD (COUNTY ROAD 331)
 DG2130'CROSSING.  TURN RIGHT, TRAVELING SOUTH ALONG LOCUST ROAD FOR 0.2
 DG2130'MILE TO A DRIVEWAY ON THE LEFT LEADING TO THE MADDOX
 DG2130'RESIDENCE.  TURN LEFT, TRAVELING EAST ALONG THE DRIVEWAY FOR 0.1
 DG2130'MILE TO THE STATION ON THE RIGHT.
 DG2130'
 DG2130'THE STATION IS A STANDARD BRASS DISK STAMPED 075-209, SET IN THE
 DG2130'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2130'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2130'075-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 DG2130'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 29 FEET
 DG2130'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 129 FEET SOUTH OF A
 DG2130'POWER POLE, AND 174 FEET NORTHEAST OF THE EAST CORNER OF THE
 DG2130'MADDOX RESIDENCE.
 DG2130'
 DG2130'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 23
 DG2130'AND STATE ROUTE 42, AND LOCUST ROAD, TRAVEL NORTH ALONG LOCUST
 DG2130'ROAD FOR 0.3 MILE TO THE JUNCTION OF LOCUST ROAD (NOW COUNTY ROAD
 DG2130'347) TURNING TO THE RIGHT ACROSS THE SOUTHERN RAILWAY TRACKS AND
 DG2130'COUNTY ROAD 331 STRAIGHT AHEAD AND THE AZIMUTH MARK IN THE FORK
 DG2130'OF THE ROADS.  IT IS A STANDARD DISK STAMPED 075-209 AZMK, SET
 DG2130'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2130'SURFACE OF THE GROUND.  IT IS LOCATED 17 FEET WEST OF THE
 DG2130'CENTERLINE OF LOCUST ROAD, 37 FEET NORTHEAST OF THE
 DG2130'CENTERLINE OF COUNTY ROAD 331, 63 FEET SOUTH OF THE SOUTH
 DG2130'RAIL OF THE RAILWAY TRACKS, AND 3 FEET EAST OF A WITNESS POST.
 DG2130
 DG2130                          STATION RECOVERY (1979)
 DG2130
 DG2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DG2130'1.9 MI SE FROM LOCUST GROVE.
 DG2130'1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG2130'LOCUST GROVE, THENCE 0.4 MILE SOUTHEAST ALONG A PAVED ROAD (LOCUST
 DG2130'ROAD), THENCE 0.2 MILE EAST ALONG A DIRT ROAD, AT THE T JUNCTION OF
 DG2130'A NORTH SOUTH DIRT ROAD, 156.5 FEET NORTH OF THE NORTH CORNER OF A
 DG2130'ONE STORY BRICK HOUSE, 131.0 FEET WEST OF THE CENTER LINE OF THE
 DG2130'NORTH SOUTH DIRT ROAD, 120.5 FEET SOUTH AND ACROSS THE EAST WEST ROAD
 DG2130'FROM A DOUBLE GUY WIRE POWER POLE AND 29.0 FEET NORTH OF A 3 INCH
 DG2130'PINE TREE.
 DG2130
 DG2130                          STATION RECOVERY (1997)
 DG2130
 DG2130'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1997 (PD)
 DG2130'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2547 ***********************************************************************
 DF2547  DESIGNATION -  BV 075 210
 DF2547  PID         -  DF2547
 DF2547  STATE/COUNTY-  GA/HENRY
 DF2547  USGS QUAD   -  WORTHVILLE (1985)
 DF2547
 DF2547                         *CURRENT SURVEY CONTROL
 DF2547  ___________________________________________________________________
 DF2547* NAD 83(1994)-  33 25 43.29707(N)    083 57 42.15588(W)     ADJUSTED  
 DF2547* NAVD 88     -       226.     (meters)     741.     (feet)  VERTCON   
 DF2547  ___________________________________________________________________
 DF2547  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DF2547  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DF2547
 DF2547  HORZ ORDER  -  SECOND
 DF2547
 DF2547.The horizontal coordinates were established by classical geodetic methods
 DF2547.and adjusted by the National Geodetic Survey in September 1997..
 DF2547
 DF2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2547
 DF2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2547
 DF2547.The geoid height was determined by GEOID03.
 DF2547
 DF2547;                    North         East     Units Scale Factor Converg.
 DF2547;SPC GA W     -   380,161.079   719,058.808   MT  0.99990448   +0 06 46.5
 DF2547;SPC GA W     - 1,247,245.14  2,359,112.11   sFT  0.99990448   +0 06 46.5
 DF2547;UTM  17      - 3,702,736.591   224,626.552   MT  1.00053501   -1 37 57.5
 DF2547;UTM  16      - 3,702,942.240   782,496.307   MT  1.00058401   +1 40 29.6
 DF2547
 DF2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2547!SPC GA W     -   0.99996902  x   0.99990448  =   0.99987350
 DF2547!UTM  17      -   0.99996902  x   1.00053501  =   1.00050401
 DF2547!UTM  16      -   0.99996902  x   1.00058401  =   1.00055301
 DF2547
 DF2547|---------------------------------------------------------------------|
 DF2547| PID    Reference Object                     Distance      Geod. Az  |
 DF2547|                                                           dddmmss.s |
 DF2547| DF2548 BV 075 210 GADT 1974 PTA             21.222 METERS 04459     |
 DF2547| CY7471 BV 075 210 AZ MK                                   2025926.6 |
 DF2547|---------------------------------------------------------------------|
 DF2547
 DF2547                          SUPERSEDED SURVEY CONTROL
 DF2547
 DF2547  NAD 83(1986)-  33 25 43.30325(N)    083 57 42.15599(W) AD(       ) 2
 DF2547  NAD 27      -  33 25 42.88255(N)    083 57 42.47912(W) AD(       ) 2
 DF2547  NGVD 29 (07/19/86)  226.     (m)          741.     (f) VERT ANG       
 DF2547
 DF2547.Superseded values are not recommended for survey control.
 DF2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2547.See file dsdata.txt to determine how the superseded data were derived.
 DF2547
 DF2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2462702737(NAD 83)
 DF2547_MARKER: DD = SURVEY DISK
 DF2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2547
 DF2547  HISTORY     - Date     Condition        Report By
 DF2547  HISTORY     - 1974     MONUMENTED       GADT
 DF2547
 DF2547                          STATION DESCRIPTION
 DF2547
 DF2547'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2547'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES NORTHEAST OF
 DF2547'JENKINSBURG, 10 MILES EAST-NORTHEAST OF LOCUST GROVE, AND 13
 DF2547'MILES SOUTH-SOUTHWEST OF COVINGTON ON COUNTY RIGHT OF WAY.
 DF2547'
 DF2547'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81 AND
 DF2547'STATE ROUTE 20, ON THE EAST SIDE OF MC DONOUGH, TRAVEL EAST ALONG
 DF2547'STATE ROUTE 81 FOR 1.05 MILES TO THE JUNCTION OF MC GARITY ROAD
 DF2547'(COUNTY ROAD 452) FORKING TO THE LEFT.  CONTINUE EAST ALONG STATE
 DF2547'ROUTE 81 FOR 2.1 MILES TO THE JUNCTION OF BETHANY ROAD (COUNTY
 DF2547'ROAD 371) CROSSING.  CONTINUE EAST ALONG STATE ROUTE 81 FOR 1.75
 DF2547'MILES TO THE JUNCTION OF NEW HOPE ROAD (COUNTY ROAD 394) TO THE
 DF2547'RIGHT.  CONTINUE EAST ALONG STATE ROUTE 81 FOR 1.85 MILES TO
 DF2547'THE JUNCTION OF KEYS FERRY ROAD (COUNTY ROAD 91637) TO THE
 DF2547'RIGHT.  TURN RIGHT, TRAVELING SOUTHEASTERLY ALONG KEYS FERRY
 DF2547'ROAD FOR 1.5 MILES TO THE JUNCTION OF NEW HOPE ROAD (COUNTY
 DF2547'ROAD 402) TO THE RIGHT.  CONTINUE SOUTHEASTERLY ALONG KEYS
 DF2547'FERRY ROAD FOR 2.1 MILES TO THE JUNCTION OF STROUD ROAD (COUNTY
 DF2547'ROAD 407) CROSSING.  CONTINUE ALONG KEYS FERRY ROAD FOR 0.75
 DF2547'MILE TO THE JUNCTION OF JACKSON LAKE ROAD (COUNTY ROAD 91071)
 DF2547'FORKING TO THE LEFT.  TURN LEFT, TRAVELING NORTHEASTERLY ALONG
 DF2547'JACKSON LAKE ROAD FOR 0.85 MILE TO THE JUNCTION OF A FIELD
 DF2547'ROAD TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DF2547'TRAVELING NORTHEASTERLY ALONG JACKSON LAKE ROAD FOR
 DF2547'0.4 MILE TO THE STATION ON THE LEFT.
 DF2547'
 DF2547'THE STATION IS LOCATED 52 FEET NORTHWEST OF THE CENTERLINE OF
 DF2547'THE ROAD, 3.8 FEET SOUTHEAST OF A WITNESS POST SET IN A FENCELINE
 DF2547'RUNNING PARALLEL WITH THE ROAD, AND 105 FEET NORTHWEST OF A
 DF2547'POWER POLE LOCATED ON THE SOUTHEAST SIDE OF THE ROAD.  IT IS A
 DF2547'STANDARD BRASS DISK STAMPED 075-210, SET IN THE TOP OF A 10 INCH
 DF2547'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DF2547'UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-210, SET IN
 DF2547'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW
 DF2547'THE SURFACE OF THE GROUND.
 DF2547'
 DF2547'THE AZIMUTH MARK IS LOCATED 49 FEET SOUTHEAST OF THE CENTERLINE
 DF2547'OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST, 75 FEET
 DF2547'NORTHEAST OF THE CENTERLINE OF THE FIELD ROAD, 76.0 FEET
 DF2547'EAST-NORTHEAST OF THE CORNER OF A FENCE LOCATED ON THE NORTHWEST
 DF2547'SIDE OF THE ROAD, AND 107.0 FET NORTHEAST OF A POWER POLE LOCATED
 DF2547'ON THE NORTHWEST SIDE OF THE ROAD INSIDE THE FENCE.  IT IS A
 DF2547'STANDARD DISK STAMPED 075-210 AZMK, SET IN THE TOP OF A 10 INCH
 DF2547'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2869 ***********************************************************************
 DG2869  DESIGNATION -  BV 075 211
 DG2869  PID         -  DG2869
 DG2869  STATE/COUNTY-  GA/HENRY
 DG2869  USGS QUAD   -  MC DONOUGH (1981)
 DG2869
 DG2869                         *CURRENT SURVEY CONTROL
 DG2869  ___________________________________________________________________
 DG2869* NAD 83(1994)-  33 25 39.80454(N)    084 11 07.90921(W)     ADJUSTED  
 DG2869* NAVD 88     -       267.     (meters)     876.     (feet)  VERTCON   
 DG2869  ___________________________________________________________________
 DG2869  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG2869  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG2869
 DG2869  HORZ ORDER  -  SECOND
 DG2869
 DG2869.The horizontal coordinates were established by classical geodetic methods
 DG2869.and adjusted by the National Geodetic Survey in September 1997..
 DG2869
 DG2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2869
 DG2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2869
 DG2869.The geoid height was determined by GEOID03.
 DG2869
 DG2869;                    North         East     Units Scale Factor Converg.
 DG2869;SPC GA W     -   380,034.869   698,245.860   MT  0.99990004   -0 00 37.4
 DG2869;SPC GA W     - 1,246,831.07  2,290,828.29   sFT  0.99990004   -0 00 37.4
 DG2869;UTM  16      - 3,702,248.372   761,681.801   MT  1.00044433   +1 33 04.8
 DG2869
 DG2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2869!SPC GA W     -   0.99996262  x   0.99990004  =   0.99986266
 DG2869!UTM  16      -   0.99996262  x   1.00044433  =   1.00040693
 DG2869
 DG2869:                Primary Azimuth Mark                     Grid Az
 DG2869:SPC GA W     -  MCDONOUGH COUNTY CTHSE DOME              058 20 03.5
 DG2869:UTM  16      -  MCDONOUGH COUNTY CTHSE DOME              056 46 21.3
 DG2869
 DG2869|---------------------------------------------------------------------|
 DG2869| PID    Reference Object                     Distance      Geod. Az  |
 DG2869|                                                           dddmmss.s |
 DG2869| DG2874 MCDONOUGH COUNTY CTHSE DOME         APPROX. 4.2 KM 0581926.1 |
 DG2869| CY9663 BV 075 211 AZ MK                                   0845247.8 |
 DG2869| DG2868 BV 075 211 GADT 1974 PTA             19.903 METERS 10316     |
 DG2869| DG2867 MCDONOUGH COUNTY TANK               APPROX. 3.3 KM 1105919.6 |
 DG2869|---------------------------------------------------------------------|
 DG2869
 DG2869                          SUPERSEDED SURVEY CONTROL
 DG2869
 DG2869  NAD 83(1986)-  33 25 39.81090(N)    084 11 07.90873(W) AD(       ) 2
 DG2869  NAD 27      -  33 25 39.38705(N)    084 11 08.20046(W) AD(       ) 2
 DG2869  NGVD 29 (07/19/86)  267.     (m)          876.     (f) VERT ANG       
 DG2869
 DG2869.Superseded values are not recommended for survey control.
 DG2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2869.See file dsdata.txt to determine how the superseded data were derived.
 DG2869
 DG2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6168202248(NAD 83)
 DG2869_MARKER: DD = SURVEY DISK
 DG2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2869+STABILITY: SURFACE MOTION
 DG2869
 DG2869  HISTORY     - Date     Condition        Report By
 DG2869  HISTORY     - 1974     MONUMENTED       GADT
 DG2869  HISTORY     - 19940613 GOOD             LOCENG
 DG2869  HISTORY     - 20060724 MARK NOT FOUND   INDIV
 DG2869
 DG2869                          STATION DESCRIPTION
 DG2869
 DG2869'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2869'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEEST OF
 DG2869'MC DONOUGH, 6-1/4 MILES NORTHEAST OF HAMPTON, AND 7-1/4 MILES
 DG2869'EAST-SOUTHEAST OF LOVEJOY, ON STATE RIGHT OF WAY.
 DG2869'
 DG2869'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 DG2869'STATE ROUTE 20, ABOUT 4-3/4 MILES SOUTHWEST OF MC DONOUGH, TRAVEL
 DG2869'WEST ALONG STATE ROUTE 20 FOR 0.1 MILE TO THE JUNCTION OF STATE
 DG2869'ROUTE 81 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHEASTERLY FOR
 DG2869'0.2 MILE TO THE STATION ON THE LEFT.
 DG2869'
 DG2869'THE STATION IS LOCATED 69 FEET SOUTH OF THE CENTERLINE OF THE
 DG2869'ROAD, 5 FEET NORTH OF A WITNESS POST SET IN A FENCELINE, 180.0
 DG2869'FEET EAST OF A POWER POLE, 6.0 FEET NORTHEAST OF A FENCE GATE,
 DG2869'AND 171 FEET SOUTHWEST OF A POWER POLE LOCATED NORTH OF THE
 DG2869'ROAD.  IT IS A STANDARD BRASS DISK STAMPED 075-211, SET IN THE
 DG2869'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG2869'SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2869'075-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2869'0.68 METER BELOW THE GROUND SURFACE.
 DG2869'
 DG2869'THE AZIMUTH MARK IS LOCATED AT THE NORTHEAST END OF THE BRIDGE
 DG2869'CROSSING INTERSTATE 75 ON STATE ROUTE 20.  IT IS LOCATED 42 FEET
 DG2869'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 20, 98 FEET NORTH OF
 DG2869'THE NORTH ENDWALL OF THE BRIDGE, 110 FEET NORTHWEST OF THE SOUTH
 DG2869'ENDWALL OF THE BRIDGE, 2.5 FEET SOUTHWEST OF A WITNESS POST, AND
 DG2869'67.5 FEET NORTHEAST OF A POWER POLE.  IT IS A STANDARD DISK
 DG2869'STAMPED 075-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2869'CONCRETE POST 1 INCH BELOW THE GROUND SURFACE.
 DG2869
 DG2869                          STATION RECOVERY (1994)
 DG2869
 DG2869'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RWM)
 DG2869'RECOVERED AS DESCRIBED.  180 FT (54.9 M) EAST OF A POWER POLE.
 DG2869
 DG2869                          STATION RECOVERY (2006)
 DG2869
 DG2869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 DG2869'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2845 ***********************************************************************
 DG2845  DESIGNATION -  BV 075 212
 DG2845  PID         -  DG2845
 DG2845  STATE/COUNTY-  GA/HENRY
 DG2845  USGS QUAD   -  OLA (1982)
 DG2845
 DG2845                         *CURRENT SURVEY CONTROL
 DG2845  ___________________________________________________________________
 DG2845* NAD 83(1994)-  33 27 46.79502(N)    084 04 46.32829(W)     ADJUSTED  
 DG2845* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 DG2845  ___________________________________________________________________
 DG2845  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DG2845  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG2845
 DG2845  HORZ ORDER  -  SECOND
 DG2845
 DG2845.The horizontal coordinates were established by classical geodetic methods
 DG2845.and adjusted by the National Geodetic Survey in September 1997..
 DG2845
 DG2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2845
 DG2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2845
 DG2845.The geoid height was determined by GEOID03.
 DG2845
 DG2845;                    North         East     Units Scale Factor Converg.
 DG2845;SPC GA W     -   383,950.164   708,099.071   MT  0.99990081   +0 02 53.0
 DG2845;SPC GA W     - 1,259,676.50  2,323,155.04   sFT  0.99990081   +0 02 53.0
 DG2845;UTM  16      - 3,706,433.292   771,430.201   MT  1.00050841   +1 36 40.8
 DG2845;UTM  17      - 3,706,860.682   213,780.118   MT  1.00061012   -1 41 57.1
 DG2845
 DG2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2845!SPC GA W     -   0.99996717  x   0.99990081  =   0.99986798
 DG2845!UTM  16      -   0.99996717  x   1.00050841  =   1.00047556
 DG2845!UTM  17      -   0.99996717  x   1.00061012  =   1.00057727
 DG2845
 DG2845:                Primary Azimuth Mark                     Grid Az
 DG2845:SPC GA W     -  BV 075 212 AZ MK                         049 29 34.7
 DG2845:UTM  16      -  BV 075 212 AZ MK                         047 55 46.9
 DG2845:UTM  17      -  BV 075 212 AZ MK                         051 14 24.8
 DG2845
 DG2845|---------------------------------------------------------------------|
 DG2845| PID    Reference Object                     Distance      Geod. Az  |
 DG2845|                                                           dddmmss.s |
 DG2845| CY9664 BV 075 212 AZ MK                                   0493227.7 |
 DG2845| DG2846 BV 075 212 GADT 1974 PTA             14.279 METERS 35501     |
 DG2845|---------------------------------------------------------------------|
 DG2845
 DG2845                          SUPERSEDED SURVEY CONTROL
 DG2845
 DG2845  NAD 83(1986)-  33 27 46.80122(N)    084 04 46.32823(W) AD(       ) 2
 DG2845  NAD 27      -  33 27 46.38493(N)    084 04 46.63887(W) AD(       ) 2
 DG2845  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 DG2845
 DG2845.Superseded values are not recommended for survey control.
 DG2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2845.See file dsdata.txt to determine how the superseded data were derived.
 DG2845
 DG2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7143006433(NAD 83)
 DG2845_MARKER: DD = SURVEY DISK
 DG2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2845
 DG2845  HISTORY     - Date     Condition        Report By
 DG2845  HISTORY     - 1974     MONUMENTED       GADT
 DG2845
 DG2845                          STATION DESCRIPTION
 DG2845
 DG2845'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2845'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST OF
 DG2845'MC DONOUGH, 8-1/4 MILES NORTH OF LOCUST GROVE, AND 12-1/2 MILES
 DG2845'SOUTHWEST OF PORTERDALE ON COUNTY RIGHT OF WAY.
 DG2845'
 DG2845'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 20 AND
 DG2845'81, LOCATED ON THE EAST SIDE OF MC DONOUGH, TRAVEL NORTH ALONG
 DG2845'STATE ROUTE 20 FOR 0.5 MILE TO THE JUNCTION OF COUNTY ROAD 411
 DG2845'TO THE RIGHT.  TRAVEL EAST ALONG COUNTY ROAD 411 FOR 1.2 MILES
 DG2845'TO KALVES CREEK.  CONTINUE ALONG COUNTY ROAD 411 FOR 2.5 MILES
 DG2845'TO THE STATION ON THE RIGHT.
 DG2845'
 DG2845'THE STATION IS LOCATED 21 FEET SOUTHEAST OF THE CENTERLINE OF
 DG2845'THE ROAD, 3.8 FEET NORTHWEST OF A WITNESS POST, 20.0 FEET NORTH
 DG2845'OF A POWER POLE LOCATED ON THE EAST SIDE OF A FENCELINE RUNNING
 DG2845'PARALLEL WITH THE ROAD AND 60.0 FEET EAST-SOUTHEAST OF A 10 INCH
 DG2845'PINE TREE LOCATED ON THE WEST SIDE OF THE ROAD.  IT IS A STANDARD
 DG2845'BRASS DISK STAMPED 075-212, SET IN THE TOP OF A 10 INCH
 DG2845'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG2845'UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-212, SET IN
 DG2845'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE
 DG2845'SURFACE OF THE GROUND.
 DG2845'
 DG2845'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ALONG
 DG2845'NORTHEAST ON COUNTY ROAD 411 FOR 0.3 MILE TO THE MARK ON THE
 DG2845'LEFT.  IT IS LOCATED 29 FEET NORTHWEST OF THE CENTERLINE OF THE
 DG2845'ROAD, 3.0 FEET SOUTHEAST OF A WITNESS POST, AND 41.0 FEET
 DG2845'NORTHEAST OF A POWER POLE.  IT IS A STANDARD DISK STAMPED 075-212
 DG2845'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2845'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2877 ***********************************************************************
 DG2877  DESIGNATION -  BV 075 213
 DG2877  PID         -  DG2877
 DG2877  STATE/COUNTY-  GA/HENRY
 DG2877  USGS QUAD   -  MC DONOUGH (1981)
 DG2877
 DG2877                         *CURRENT SURVEY CONTROL
 DG2877  ___________________________________________________________________
 DG2877* NAD 83(1994)-  33 29 00.10868(N)    084 10 04.43764(W)     ADJUSTED  
 DG2877* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 DG2877  ___________________________________________________________________
 DG2877  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG2877  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DG2877
 DG2877  HORZ ORDER  -  SECOND
 DG2877
 DG2877.The horizontal coordinates were established by classical geodetic methods
 DG2877.and adjusted by the National Geodetic Survey in September 1997..
 DG2877
 DG2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2877
 DG2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2877
 DG2877.The geoid height was determined by GEOID03.
 DG2877
 DG2877;                    North         East     Units Scale Factor Converg.
 DG2877;SPC GA W     -   386,205.274   699,885.446   MT  0.99990000   -0 00 02.4
 DG2877;SPC GA W     - 1,267,075.14  2,296,207.50   sFT  0.99990000   -0 00 02.4
 DG2877;UTM  16      - 3,708,464.611   763,153.293   MT  1.00045385   +1 33 48.1
 DG2877
 DG2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2877!SPC GA W     -   0.99996373  x   0.99990000  =   0.99986373
 DG2877!UTM  16      -   0.99996373  x   1.00045385  =   1.00041756
 DG2877
 DG2877:                Primary Azimuth Mark                     Grid Az
 DG2877:SPC GA W     -  BV 075 213 AZ MK                         002 11 30.6
 DG2877:UTM  16      -  BV 075 213 AZ MK                         000 37 40.1
 DG2877
 DG2877|---------------------------------------------------------------------|
 DG2877| PID    Reference Object                     Distance      Geod. Az  |
 DG2877|                                                           dddmmss.s |
 DG2877| CY9665 BV 075 213 AZ MK                                   0021128.2 |
 DG2877| DG2878 BV 075 213 GADT 1974 PTA             21.432 METERS 00823     |
 DG2877| DG2874 MCDONOUGH COUNTY CTHSE DOME         APPROX. 4.4 KM 1532224.6 |
 DG2877| DG2867 MCDONOUGH COUNTY TANK               APPROX. 7.5 KM 1685052.6 |
 DG2877|---------------------------------------------------------------------|
 DG2877
 DG2877                          SUPERSEDED SURVEY CONTROL
 DG2877
 DG2877  NAD 83(1986)-  33 29 00.11490(N)    084 10 04.43728(W) AD(       ) 2
 DG2877  NAD 27      -  33 28 59.69650(N)    084 10 04.73208(W) AD(       ) 2
 DG2877  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 DG2877
 DG2877.Superseded values are not recommended for survey control.
 DG2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2877.See file dsdata.txt to determine how the superseded data were derived.
 DG2877
 DG2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6315308465(NAD 83)
 DG2877_MARKER: DD = SURVEY DISK
 DG2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2877+STABILITY: SURFACE MOTION
 DG2877
 DG2877  HISTORY     - Date     Condition        Report By
 DG2877  HISTORY     - 1974     MONUMENTED       GADT
 DG2877  HISTORY     - 19940610 GOOD             LOCENG
 DG2877
 DG2877                          STATION DESCRIPTION
 DG2877
 DG2877'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2877'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH-NORTHWEST OF
 DG2877'MC DONOUGH, 5-1/2 MILES SOUTHEAST OF JONESBORO, AND 9 MILES
 DG2877'NORTHEAST OF HAMPTON ON COUNTY RIGHT OF WAY.
 DG2877'
 DG2877'TO REACH THE STATION FROM THE SQUARE IN MC DONOUGH, TRAVEL NORTH
 DG2877'ALONG U.S. HIGHWAY 23 (STATE ROUTE 42) FOR 1.3 MILES TO THE CAMP
 DG2877'CREEK BRIDGE.  CONTINUE TRAVELING NORTH ALONG U.S. HIGHWAY 23 FOR
 DG2877'1.45 MILES TO THE JUNCTION OF BRANNAN ROAD (COUNTY ROAD 146)
 DG2877'FORKING TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ALONG BRANNAN
 DG2877'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 DG2877'
 DG2877'THE STATION IS A STANDARD BRASS DISK STAMPED 075-213, SET IN THE
 DG2877'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST ONE FOOT BELOW THE
 DG2877'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2877'DISK STAMPED 075-213, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2877'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2877'LOCATED 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 88.0 FEET
 DG2877'NORTHWEST OF A POWER POLE ON THE EAST SIDE OF THE ROAD, 109.5
 DG2877'FEET WEST-SOUTHWEST OF THE NORTH CORNER OF A FRAME HOUSE ON
 DG2877'THE EAST SIDE OF THE ROAD, AND 3.5 FEET EAST OF A WITNESS
 DG2877'POST.
 DG2877'
 DG2877'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DG2877'NORTH ALONG BRANNAN ROAD FOR 0.4 MILE TO THE MARK ON THE
 DG2877'RIGHT.  IT IS A STANDARD DISK STAMPED 075-213 AZMK, SET IN THE
 DG2877'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2877'OF THE GROUND.  IT IS LOCATED 16 FEET WEST OF THE CENTERLINE OF
 DG2877'THE ROAD, 50.0 FEET WEST OF A POWER POLE ON THE EAST SIDE OF THE
 DG2877'ROAD, 106 FEET SOUTH OF A POWER POLE, AND 2 FEET EAST OF A
 DG2877'WITNESS POST.
 DG2877
 DG2877                          STATION RECOVERY (1994)
 DG2877
 DG2877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RWM)
 DG2877'RECOVERED AS DESCRIBED.  AZIMUTH MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2598 ***********************************************************************
 DG2598  DESIGNATION -  BV 075 214
 DG2598  PID         -  DG2598
 DG2598  STATE/COUNTY-  GA/HENRY
 DG2598  USGS QUAD   -  STOCKBRIDGE (1982)
 DG2598
 DG2598                         *CURRENT SURVEY CONTROL
 DG2598  ___________________________________________________________________
 DG2598* NAD 83(1994)-  33 32 18.45285(N)    084 13 31.81446(W)     ADJUSTED  
 DG2598* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 DG2598  ___________________________________________________________________
 DG2598  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG2598  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG2598
 DG2598  HORZ ORDER  -  SECOND
 DG2598
 DG2598.The horizontal coordinates were established by classical geodetic methods
 DG2598.and adjusted by the National Geodetic Survey in September 1997..
 DG2598
 DG2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2598
 DG2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2598
 DG2598.The geoid height was determined by GEOID03.
 DG2598
 DG2598;                    North         East     Units Scale Factor Converg.
 DG2598;SPC GA W     -   392,317.063   694,535.649   MT  0.99990037   -0 01 57.0
 DG2598;SPC GA W     - 1,287,126.90  2,278,655.71   sFT  0.99990037   -0 01 57.0
 DG2598;UTM  16      - 3,714,431.195   757,635.602   MT  1.00041840   +1 32 01.5
 DG2598
 DG2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2598!SPC GA W     -   0.99996721  x   0.99990037  =   0.99986758
 DG2598!UTM  16      -   0.99996721  x   1.00041840  =   1.00038560
 DG2598
 DG2598:                Primary Azimuth Mark                     Grid Az
 DG2598:SPC GA W     -  BV 075 214 AZ MK                         183 14 12.1
 DG2598:UTM  16      -  BV 075 214 AZ MK                         181 40 13.6
 DG2598
 DG2598|---------------------------------------------------------------------|
 DG2598| PID    Reference Object                     Distance      Geod. Az  |
 DG2598|                                                           dddmmss.s |
 DG2598| CY9666 BV 075 214 AZ MK                                   1831215.1 |
 DG2598| DG2597 BV 075 214 GADT 1974 PTA             17.163 METERS 20310     |
 DG2598|---------------------------------------------------------------------|
 DG2598
 DG2598                          SUPERSEDED SURVEY CONTROL
 DG2598
 DG2598  NAD 83(1986)-  33 32 18.45936(N)    084 13 31.81391(W) AD(       ) 2
 DG2598  NAD 27      -  33 32 18.05612(N)    084 13 32.10175(W) AD(       ) 2
 DG2598  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 DG2598
 DG2598.Superseded values are not recommended for survey control.
 DG2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2598.See file dsdata.txt to determine how the superseded data were derived.
 DG2598
 DG2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5763614431(NAD 83)
 DG2598_MARKER: DD = SURVEY DISK
 DG2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2598
 DG2598  HISTORY     - Date     Condition        Report By
 DG2598  HISTORY     - 1974     MONUMENTED       GADT
 DG2598
 DG2598                          STATION DESCRIPTION
 DG2598
 DG2598'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2598'THE STATION IS LOCATED IN STOCKBRIDGE ON CITY RIGHT OF WAY.
 DG2598'
 DG2598'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DG2598'23 (STATE ROUTE 42) AND THE SOUTHERN RAILWAY TRACK, IN
 DG2598'STOCKBRIDGE, TRAVEL EAST ALONG U.S. HIGHWAY 23 FOR 0.55 MILE TO THE
 DG2598'JUNCTION OF QUARRY ROAD (COUNTY ROAD 171) TO THE RIGHT.  TURN
 DG2598'RIGHT, TRAVELING SOUTH ALONG QUARRY ROAD FOR 0.35 MILE TO
 DG2598'THE STATION ON THE LEFT.
 DG2598'
 DG2598'THE STATION IS LOCATED 41.5 FEET EAST OF THE CENTERLINE
 DG2598'OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST SET AT A FENCE
 DG2598'RUNNING PARALLEL WITH THE ROAD, 209 FEET SOUTH OF A POWER POLE,
 DG2598'AND 40.8 FEET NORTH OF ANOTHER POWER POLE.  IT IS A STANDARD
 DG2598'BRASS DISK STAMPED 075-214, SET IN THE TOP OF A 10 INCH
 DG2598'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG2598'UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-214, SET IN
 DG2598'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW
 DG2598'THE GROUND SURFACE.
 DG2598'
 DG2598'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH
 DG2598'ALONG QUARRY ROAD FOR 0.1 MILE TO THE JUNCTION OF ROCK QUARRY
 DG2598'ROAD (COUNTY ROAD 172), A DIRT COUNTY ROAD AHEAD, AND QUARRY ROAD
 DG2598'FORKING LEFT.  GO STRAIGHT AHEAD, TRAVELING SOUTH ALONG ROCK
 DG2598'QUARRY ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.  IT IS
 DG2598'LOCATED 38.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET
 DG2598'EAST OF A WITNESS POST, 5.5 FEET NORTH OF A POWER POLE, 24 FEET
 DG2598'NORTH OF A COUNTY RIGHT OF WAY MARKER, AND 76.5 FEET WEST OF A
 DG2598'POWER POLE ON THE EAST SIDE OF THE ROAD.  IT IS A STANDARD
 DG2598'DISK STAMPED 075-214 AZMK, SET IN THE TOP OF A 10 INCH
 DG2598'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2876 ***********************************************************************
 DG2876  DESIGNATION -  BV 075 215
 DG2876  PID         -  DG2876
 DG2876  STATE/COUNTY-  GA/HENRY
 DG2876  USGS QUAD   -  MC DONOUGH (1981)
 DG2876
 DG2876                         *CURRENT SURVEY CONTROL
 DG2876  ___________________________________________________________________
 DG2876* NAD 83(1994)-  33 28 53.32804(N)    084 13 05.65036(W)     ADJUSTED  
 DG2876* NAVD 88     -       271.     (meters)     889.     (feet)  VERTCON   
 DG2876  ___________________________________________________________________
 DG2876  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DG2876  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG2876
 DG2876  HORZ ORDER  -  SECOND
 DG2876
 DG2876.The horizontal coordinates were established by classical geodetic methods
 DG2876.and adjusted by the National Geodetic Survey in September 1997..
 DG2876
 DG2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2876
 DG2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2876
 DG2876.The geoid height was determined by GEOID03.
 DG2876
 DG2876;                    North         East     Units Scale Factor Converg.
 DG2876;SPC GA W     -   385,997.578   695,207.486   MT  0.99990028   -0 01 42.4
 DG2876;SPC GA W     - 1,266,393.72  2,280,859.89   sFT  0.99990028   -0 01 42.4
 DG2876;UTM  16      - 3,708,129.136   758,480.228   MT  1.00042379   +1 32 07.7
 DG2876
 DG2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2876!SPC GA W     -   0.99996201  x   0.99990028  =   0.99986229
 DG2876!UTM  16      -   0.99996201  x   1.00042379  =   1.00038578
 DG2876
 DG2876:                Primary Azimuth Mark                     Grid Az
 DG2876:SPC GA W     -  MCDONOUGH COUNTY TANK                    139 23 44.8
 DG2876:UTM  16      -  MCDONOUGH COUNTY TANK                    137 49 54.7
 DG2876
 DG2876|---------------------------------------------------------------------|
 DG2876| PID    Reference Object                     Distance      Geod. Az  |
 DG2876|                                                           dddmmss.s |
 DG2876| DG2867 MCDONOUGH COUNTY TANK               APPROX. 9.4 KM 1392202.4 |
 DG2876| CY9667 BV 075 215 AZ MK                                   1585305.1 |
 DG2876| DG2875 BV 075 215 GADT 1974 PTA             20.975 METERS 22135     |
 DG2876|---------------------------------------------------------------------|
 DG2876
 DG2876                          SUPERSEDED SURVEY CONTROL
 DG2876
 DG2876  NAD 83(1986)-  33 28 53.33461(N)    084 13 05.64997(W) AD(       ) 2
 DG2876  NAD 27      -  33 28 52.92603(N)    084 13 05.93978(W) AD(       ) 2
 DG2876  NGVD 29 (07/19/86)  271.     (m)          889.     (f) VERT ANG       
 DG2876
 DG2876.Superseded values are not recommended for survey control.
 DG2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2876.See file dsdata.txt to determine how the superseded data were derived.
 DG2876
 DG2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5848008129(NAD 83)
 DG2876_MARKER: DD = SURVEY DISK
 DG2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2876+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 DG2876
 DG2876  HISTORY     - Date     Condition        Report By
 DG2876  HISTORY     - 1974     MONUMENTED       GADT
 DG2876  HISTORY     - 20060522 GOOD             INDIV
 DG2876
 DG2876                          STATION DESCRIPTION
 DG2876
 DG2876'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2876'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE 75 AND STATE
 DG2876'ROUTE 351, APPROXIMATELY 4-1/2 MILES SOUTH OF STOCKBRIDGE, 4-3/4
 DG2876'MILES NORTHWEST OF MC DONOUGH, AND 6-1/4 MILES NORTHEAST OF
 DG2876'LOVEJOY ON STATE RIGHT OF WAY.
 DG2876'
 DG2876'THE STATION IS LOCATED 33.5 FEET SOUTH OF THE CENTERLINE OF STATE
 DG2876'ROUTE 351, 3.9 FEET SOUTHEAST OF A WITNESS POST, 64.0 FEET SOUTHEAST
 DG2876'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE 351
 DG2876'AND INTERSTATE 75 SOUTHBOUND ENTRANCE AND EXIT RAMPS, 116.0 FEET
 DG2876'EAST OF A TELEPHONE POLE ON THE WEST SIDE OF THE INTERSTATE 75
 DG2876'SOUTHBOUND ENTRANCE RAMP, AND 224.0 FEET WEST-SOUTHWEST OF THE
 DG2876'WEST END OF THE SOUTHWEST ENDWALL OF THE STATE ROUTE 351 BRIDGE
 DG2876'OVER INTERSTATE 75.  IT IS A STANDARD BRASS DISK STAMPED
 DG2876'075-215, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2876'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DG2876'STANDARD DISK STAMPED 075-215, SET IN AN IRREGULAR MASS OF
 DG2876'CONCRETE APPROXIMATELY 0.94 METER BELOW THE GROUND
 DG2876'SURFACE.
 DG2876'
 DG2876'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL SOUTH ALONG
 DG2876'INTERSTATE 75 FOR 1.4 MILES TO THE JUNCTION OF JONESBORO ROAD
 DG2876'(COUNTY ROAD 91583) EXIT.  IT IS LOCATED 22.5 FEET NORTH OF THE
 DG2876'CENTERLINE OF JONESBORO ROAD, 2.9 FEET NORTH OF A WITNESS POST,
 DG2876'34.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTHEAST
 DG2876'ENDWALL OF THE JONESBORO ROAD BRIDGE OVER INTERSTATE 75, 52.0
 DG2876'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHEAST
 DG2876'END WALL OF THE BRIDGE, AND 101.0 FEET NORTH OF A POWER POLE ON
 DG2876'THE SOUTH SIDE OF THE ROAD.  IT IS A STANDARD DISK STAMPED
 DG2876'075-215 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2876'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DG2876
 DG2876                          STATION RECOVERY (2006)
 DG2876
 DG2876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KS)
 DG2876'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2841 ***********************************************************************
 DG2841  DESIGNATION -  BV 075 216
 DG2841  PID         -  DG2841
 DG2841  STATE/COUNTY-  GA/HENRY
 DG2841  USGS QUAD   -  OLA (1982)
 DG2841
 DG2841                         *CURRENT SURVEY CONTROL
 DG2841  ___________________________________________________________________
 DG2841* NAD 83(1994)-  33 25 49.60887(N)    084 03 39.29493(W)     ADJUSTED  
 DG2841* NAVD 88     -       249.     (meters)     817.     (feet)  VERTCON   
 DG2841  ___________________________________________________________________
 DG2841  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DG2841  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG2841
 DG2841  HORZ ORDER  -  SECOND
 DG2841
 DG2841.The horizontal coordinates were established by classical geodetic methods
 DG2841.and adjusted by the National Geodetic Survey in September 1997..
 DG2841
 DG2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2841
 DG2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2841
 DG2841.The geoid height was determined by GEOID03.
 DG2841
 DG2841;                    North         East     Units Scale Factor Converg.
 DG2841;SPC GA W     -   380,341.740   709,833.560   MT  0.99990119   +0 03 29.7
 DG2841;SPC GA W     - 1,247,837.86  2,328,845.60   sFT  0.99990119   +0 03 29.7
 DG2841;UTM  16      - 3,702,871.324   773,263.569   MT  1.00052074   +1 37 12.8
 DG2841;UTM  17      - 3,703,198.497   215,404.969   MT  1.00059869   -1 41 14.9
 DG2841
 DG2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2841!SPC GA W     -   0.99996543  x   0.99990119  =   0.99986662
 DG2841!UTM  16      -   0.99996543  x   1.00052074  =   1.00048615
 DG2841!UTM  17      -   0.99996543  x   1.00059869  =   1.00056410
 DG2841
 DG2841|---------------------------------------------------------------------|
 DG2841| PID    Reference Object                     Distance      Geod. Az  |
 DG2841|                                                           dddmmss.s |
 DG2841| DG2842 BV 075 216 GADT 1974 PTA             19.917 METERS 03035     |
 DG2841| CY9668 BV 075 216 AZ MK                                   2552744.0 |
 DG2841|---------------------------------------------------------------------|
 DG2841
 DG2841                          SUPERSEDED SURVEY CONTROL
 DG2841
 DG2841  NAD 83(1986)-  33 25 49.61505(N)    084 03 39.29491(W) AD(       ) 2
 DG2841  NAD 27      -  33 25 49.19564(N)    084 03 39.60796(W) AD(       ) 2
 DG2841  NGVD 29 (07/19/86)  249.     (m)          817.     (f) VERT ANG       
 DG2841
 DG2841.Superseded values are not recommended for survey control.
 DG2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2841.See file dsdata.txt to determine how the superseded data were derived.
 DG2841
 DG2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7326402871(NAD 83)
 DG2841_MARKER: DD = SURVEY DISK
 DG2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2841+STABILITY: SURFACE MOTION
 DG2841
 DG2841  HISTORY     - Date     Condition        Report By
 DG2841  HISTORY     - 1974     MONUMENTED       GADT
 DG2841  HISTORY     - 19940613 GOOD             LOCENG
 DG2841  HISTORY     - 20001101 GOOD             GADT
 DG2841
 DG2841                          STATION DESCRIPTION
 DG2841
 DG2841'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2841'THE STATION IS LOCATED APPROXIMATELY 5-4/1 MILES EAST OF
 DG2841'MC DONOUGH, 6-1/2 MILES NORTH-NORTHEAST OF LOCUST GROVE, AND
 DG2841'7-1/4 MILES NORTH OF JENKINSBURG ON STATE RIGHT OF WAY.
 DG2841'
 DG2841'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 81 AND
 DG2841'20, IN MC DONOUGH, TRAVEL EAST ALONG STATE ROUTE 81 FOR 1.05
 DG2841'MILES TO THE JUNCTION OF MC GARITY ROAD (COUNTY ROAD 452) TO THE
 DG2841'LEFT.  CONTINUE EAST ALONG STATE ROUTE 81 FOR 2.1 MILES TO THE
 DG2841'JUNCTION OF BETHANY ROAD (COUNTY ROAD 371) CROSSING.  CONTINUE
 DG2841'ALONG STATE ROUTE 81 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 DG2841'RIGHT.  CONTINUE EAST ALONG STATE ROUTE 81 FOR 0.9 MILE TO THE
 DG2841'JUNCTION OF NEW HOPE ROAD (COUNTY ROAD 394) TO THE
 DG2841'RIGHT.  CONTINUE EAST ALONG STATE ROUTE 81 FOR 0.05 MILE TO
 DG2841'THE STATION ON THE RIGHT.
 DG2841'
 DG2841'THE STATION IS LOCATED 21 FEET SOUTH OF THE CENTERLINE OF THE
 DG2841'ROAD, 2.8 FEET NORTH OF A WITNESS POST, 121 FEET EAST OF A POWER
 DG2841'POLE, AND 283 FEET WEST OF THE CENTERLINE OF NEW HOPE ROAD.  IT
 DG2841'IS A STANDARD BRASS DISK STAMPED 075-216, SET IN THE TOP OF A 10
 DG2841'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DG2841'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-216, SET
 DG2841'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 DG2841'BELOW THE GROUND SURFACE.
 DG2841'
 DG2841'THE AZIMUTH MARK IS LOCATED 34 FEET SOUTH OF THE CENTERLINE OF
 DG2841'THE ROAD, 3.4 FEET NORTH OF A WITNESS POST, 14.9 FEET NORTH OF
 DG2841'A FENCELINE RUNNING PARALLEL WITH THE ROAD, 132 FEET NORTHWEST OF
 DG2841'THE WESTERNMOST POLE OF TWO TRANSMISSION POWER POLES, AND 167 FEET
 DG2841'NORTHEAST OF A POWER POLE.  IT IS A STANDARD DISK STAMPED 075-216
 DG2841'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2841'FLUSH WITH THE GROUND SURFACE.
 DG2841
 DG2841                          STATION RECOVERY (1994)
 DG2841
 DG2841'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RWM)
 DG2841'RECOVERED IN GOOD CONDITION.  5 1/4 MILES EAST OF MCDONOUGH.  212 FT
 DG2841'(64.6 M) NE OF NE CORNER OF BRICK BUILDING LOCATED AT SE CORNER OF SR
 DG2841'81 AND NEW HOPE ROAD.  AZIMUTH MARK NOT FOUND, BELIEVED DESTROYED BY
 DG2841'WATER LINE.
 DG2841
 DG2841                          STATION RECOVERY (2000)
 DG2841
 DG2841'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DG2841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2600 ***********************************************************************
 DG2600  DESIGNATION -  BV 075 217
 DG2600  PID         -  DG2600
 DG2600  STATE/COUNTY-  GA/HENRY
 DG2600  USGS QUAD   -  STOCKBRIDGE (1982)
 DG2600
 DG2600                         *CURRENT SURVEY CONTROL
 DG2600  ___________________________________________________________________
 DG2600* NAD 83(1994)-  33 32 44.90062(N)    084 08 15.09384(W)     ADJUSTED  
 DG2600* NAVD 88     -       251.8    (meters)     826.     (feet)  VERTCON   
 DG2600  ___________________________________________________________________
 DG2600  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DG2600  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG2600
 DG2600  HORZ ORDER  -  SECOND
 DG2600
 DG2600.The horizontal coordinates were established by classical geodetic methods
 DG2600.and adjusted by the National Geodetic Survey in September 1997..
 DG2600
 DG2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2600
 DG2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2600
 DG2600.The geoid height was determined by GEOID03.
 DG2600
 DG2600;                    North         East     Units Scale Factor Converg.
 DG2600;SPC GA W     -   393,130.654   702,706.121   MT  0.99990009   +0 00 58.0
 DG2600;SPC GA W     - 1,289,796.15  2,305,461.67   sFT  0.99990009   +0 00 58.0
 DG2600;UTM  16      - 3,715,468.396   765,785.216   MT  1.00047100   +1 34 57.9
 DG2600
 DG2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2600!SPC GA W     -   0.99996503  x   0.99990009  =   0.99986512
 DG2600!UTM  16      -   0.99996503  x   1.00047100  =   1.00043601
 DG2600
 DG2600:                Primary Azimuth Mark                     Grid Az
 DG2600:SPC GA W     -  BV 075 217 AZ MK                         186 47 51.5
 DG2600:UTM  16      -  BV 075 217 AZ MK                         185 13 51.6
 DG2600
 DG2600|---------------------------------------------------------------------|
 DG2600| PID    Reference Object                     Distance      Geod. Az  |
 DG2600|                                                           dddmmss.s |
 DG2600| CY9669 BV 075 217 AZ MK                                   1864849.5 |
 DG2600|---------------------------------------------------------------------|
 DG2600
 DG2600                          SUPERSEDED SURVEY CONTROL
 DG2600
 DG2600  NAD 83(1986)-  33 32 44.90707(N)    084 08 15.09338(W) AD(       ) 2
 DG2600  NAD 27      -  33 32 44.50513(N)    084 08 15.38904(W) AD(       ) 2
 DG2600  NGVD 29 (07/19/86)  251.8    (m)          826.     (f) VERT ANG       
 DG2600
 DG2600.Superseded values are not recommended for survey control.
 DG2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2600.See file dsdata.txt to determine how the superseded data were derived.
 DG2600
 DG2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6578515468(NAD 83)
 DG2600_MARKER: DD = SURVEY DISK
 DG2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2600
 DG2600  HISTORY     - Date     Condition        Report By
 DG2600  HISTORY     - 1974     MONUMENTED       GADT
 DG2600
 DG2600                          STATION DESCRIPTION
 DG2600
 DG2600'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2600'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST OF
 DG2600'STOCKBRIDGE, 6-3/4 MILES NORTH OF MC DONOUGH, AND 10-3/4 MILES
 DG2600'SOUTHWEST OF CONYERS ON STATE RIGHT OF WAY.
 DG2600'
 DG2600'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 138
 DG2600'AND 42 (U.S. HIGHWAY 23), LOCATED APPROXIMATELY 1-3/4 MILES EAST
 DG2600'OF STOCKBRIDGE, TRAVEL EAST ALONG STATE ROUTE 138 FOR 0.5 MILE TO
 DG2600'THE JUNCTION OF STATE ROUTE 138 TURNING LEFT AND MILLERS MILL
 DG2600'ROAD (COUNTY ROAD 91411) CONTINUING STRAIGHT AHEAD.  TRAVEL EAST
 DG2600'ALONG MILLERS MILL ROAD FOR 3.45 MILES TO THE JUNCTION OF
 DG2600'STATE ROUTE 155 CROSSING.  TURN LEFT, TRAVELING NORTH ALONG
 DG2600'STATE ROUTE 155 FOR 0.85 MILE TO THE JUNCTION OF KELLEYTOWN
 DG2600'ROAD (COUNTY ROAD 107) FORKING TO THE RIGHT AND THE AZIMUTH
 DG2600'MARK ON THE LEFT.  CONTINUE ALONG STATE ROUTE 155 FOR 0.2
 DG2600'MILE TO THE STATION ON THE RIGHT ON TOP OF A 10 FOOT CUT
 DG2600'BANK.
 DG2600'
 DG2600'THE STATION IS LOCATED 48 FEET EAST OF THE CENTERLINE OF THE
 DG2600'ROAD, 3 FEET WEST OF A WITNESS POST, 132 FEET NORTHEAST OF A
 DG2600'POWER POLE ON THE WEST SIDE OF THE ROAD, AND 163.0 FEET SOUTH
 DG2600'OF THE CENTERLINE OF A DRIVEWAY TO THE EAST.  IT IS A STANDARD
 DG2600'BRASS DISK STAMPED 075-217, SET IN THE TOP OF A 10 INCH
 DG2600'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG2600'UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-217, SET
 DG2600'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER
 DG2600'BELOW THE GROUND SURFACE.
 DG2600'
 DG2600'THE AZIMUTH MARK IS LOCATED 26 FEET WEST OF THE CENTERLINE
 DG2600'OF THE HIGHWAY, 3.0 FEET EAST OF A WITNESS POST, 100 FEET NORTHWEST
 DG2600'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF STATE
 DG2600'ROUTE 155 AND KELLEYTOWN ROAD, 100.5 FEET NORTHEAST OF A POWER
 DG2600'POLE, AND 114.0 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE
 DG2600'PEDESTAL.  IT IS A STANDARD DISK STAMPED 075-217 AZMK, SET IN
 DG2600'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2600'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2601 ***********************************************************************
 DG2601  DESIGNATION -  BV 075 218
 DG2601  PID         -  DG2601
 DG2601  STATE/COUNTY-  GA/HENRY
 DG2601  USGS QUAD   -  STOCKBRIDGE (1982)
 DG2601
 DG2601                         *CURRENT SURVEY CONTROL
 DG2601  ___________________________________________________________________
 DG2601* NAD 83(1994)-  33 33 48.38124(N)    084 08 15.79359(W)     ADJUSTED  
 DG2601* NAVD 88     -       248.7    (meters)     816.     (feet)  VERTCON   
 DG2601  ___________________________________________________________________
 DG2601  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DG2601  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG2601
 DG2601  HORZ ORDER  -  SECOND
 DG2601
 DG2601.The horizontal coordinates were established by classical geodetic methods
 DG2601.and adjusted by the National Geodetic Survey in September 1997..
 DG2601
 DG2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2601
 DG2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2601
 DG2601.The geoid height was determined by GEOID03.
 DG2601
 DG2601;                    North         East     Units Scale Factor Converg.
 DG2601;SPC GA W     -   395,086.263   702,687.524   MT  0.99990009   +0 00 57.6
 DG2601;SPC GA W     - 1,296,212.18  2,305,400.65   sFT  0.99990009   +0 00 57.6
 DG2601;UTM  16      - 3,717,423.880   765,713.107   MT  1.00047052   +1 35 00.1
 DG2601
 DG2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2601!SPC GA W     -   0.99996552  x   0.99990009  =   0.99986562
 DG2601!UTM  16      -   0.99996552  x   1.00047052  =   1.00043603
 DG2601
 DG2601:                Primary Azimuth Mark                     Grid Az
 DG2601:SPC GA W     -  BV 075 218 AZ MK                         172 41 20.3
 DG2601:UTM  16      -  BV 075 218 AZ MK                         171 07 17.8
 DG2601
 DG2601|---------------------------------------------------------------------|
 DG2601| PID    Reference Object                     Distance      Geod. Az  |
 DG2601|                                                           dddmmss.s |
 DG2601| CY9670 BV 075 218 AZ MK                                   1724217.9 |
 DG2601| DG2600 BV 075 217                          APPROX. 2.0 KM 1792816.2 |
 DG2601| DG2602 BV 075 219                          225.643 METERS 32040     |
 DG2601|---------------------------------------------------------------------|
 DG2601
 DG2601                          SUPERSEDED SURVEY CONTROL
 DG2601
 DG2601  NAD 83(1986)-  33 33 48.38767(N)    084 08 15.79303(W) AD(       ) 2
 DG2601  NAD 27      -  33 33 47.98840(N)    084 08 16.08674(W) AD(       ) 2
 DG2601  NGVD 29 (07/19/86)  248.7    (m)          816.     (f) VERT ANG       
 DG2601
 DG2601.Superseded values are not recommended for survey control.
 DG2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2601.See file dsdata.txt to determine how the superseded data were derived.
 DG2601
 DG2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6571317424(NAD 83)
 DG2601_MARKER: DD = SURVEY DISK
 DG2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2601
 DG2601  HISTORY     - Date     Condition        Report By
 DG2601  HISTORY     - 1974     MONUMENTED       GADT
 DG2601
 DG2601                          STATION DESCRIPTION
 DG2601
 DG2601'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2601'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES EAST-NORTHEAST
 DG2601'OF STOCKBRIDGE, 10 MILES SOUTHWEST OF CONYERS, AND 8 MILES NORTH
 DG2601'OF MC DONOUGH ON STATE RIGHT OF WAY.
 DG2601'
 DG2601'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 138 AND
 DG2601'STATE ROUTE 42, APPROXIMATELY 1-3/4 MILES EAST OF STOCKBRIDGE,
 DG2601'TRAVEL EAST ALONG STATE ROUTE 138 FOR 0.5 MILE TO THE JUNCTION OF
 DG2601'STATE ROUTE 138 TURNING LEFT AND MILLERS MILL ROAD (COUNTY ROAD
 DG2601'91411) STRAIGHT AHEAD.  TRAVEL EAST ALONG MILLERS MILL ROAD FOR
 DG2601'3.45 MILES TO THE JUNCTION OF STATE ROUTE 155 CROSSING.  TURN
 DG2601'LEFT, TRAVELING NORTH ALONG STATE ROUTE 155 FOR 0.85 MILE TO
 DG2601'THE JUNCTION OF KELLEYTOWN ROAD (COUNTY ROAD 107) FORKING TO
 DG2601'THE RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 155 FOR 1.1
 DG2601'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ALONG
 DG2601'STATE ROUTE 155 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DG2601'
 DG2601'THE STATION IS LOCATED 46.0 FEET NORTHEAST OF THE CENTERLINE OF
 DG2601'THE HIGHWAY, 115.5 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 DG2601'ROAD 91414, 3.5 FEET SOUTHWEST OF A WITNESS POST SET IN A
 DG2601'FENCELINE RUNNING PARALLEL WITH THE ROAD, AND 43.5 FEET NORTH OF
 DG2601'A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED 075-218, SET
 DG2601'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2601'GROUND SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG2601'STAMPED 075-218, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2601'APPROXIMATELY 0.90 METER BELOW THE GROUND SURFACE.
 DG2601'
 DG2601'THE AZIMUTH MARK IS LOCATED 18.5 FEET EAST OF THE CENTERLINE OF
 DG2601'THE HIGHWAY, 3.0 FEET WEST OF A WITNESS POST, 62.5 FEET NORTH OF
 DG2601'THE CENTERLINE OF A DRIVEWAY TO THE EAST, AND 64 FEET NORTHEAST
 DG2601'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE DRIVEWAY
 DG2601'AND THE HIGHWAY.  IT IS A STANDARD DISK STAMPED 075-218 AZMK,
 DG2601'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2601'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2602 ***********************************************************************
 DG2602  DESIGNATION -  BV 075 219
 DG2602  PID         -  DG2602
 DG2602  STATE/COUNTY-  GA/HENRY
 DG2602  USGS QUAD   -  STOCKBRIDGE (1982)
 DG2602
 DG2602                         *CURRENT SURVEY CONTROL
 DG2602  ___________________________________________________________________
 DG2602* NAD 83(1994)-  33 33 54.04609(N)    084 08 21.33841(W)     ADJUSTED  
 DG2602* NAVD 88     -       257.2    (meters)     844.     (feet)  VERTCON   
 DG2602  ___________________________________________________________________
 DG2602  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DG2602  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG2602
 DG2602  HORZ ORDER  -  SECOND
 DG2602
 DG2602.The horizontal coordinates were established by classical geodetic methods
 DG2602.and adjusted by the National Geodetic Survey in September 1997..
 DG2602
 DG2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2602
 DG2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2602
 DG2602.The geoid height was determined by GEOID03.
 DG2602
 DG2602;                    North         East     Units Scale Factor Converg.
 DG2602;SPC GA W     -   395,260.738   702,544.475   MT  0.99990008   +0 00 54.5
 DG2602;SPC GA W     - 1,296,784.60  2,304,931.33   sFT  0.99990008   +0 00 54.5
 DG2602;UTM  16      - 3,717,594.474   765,565.255   MT  1.00046956   +1 34 57.3
 DG2602
 DG2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2602!SPC GA W     -   0.99996419  x   0.99990008  =   0.99986427
 DG2602!UTM  16      -   0.99996419  x   1.00046956  =   1.00043373
 DG2602
 DG2602|---------------------------------------------------------------------|
 DG2602| PID    Reference Object                     Distance      Geod. Az  |
 DG2602|                                                           dddmmss.s |
 DG2602| DG2601 BV 075 218                          225.643 METERS 14040     |
 DG2602| CY9671 BV 075 219 AZ MK                                   3084555.3 |
 DG2602|---------------------------------------------------------------------|
 DG2602
 DG2602                          SUPERSEDED SURVEY CONTROL
 DG2602
 DG2602  NAD 83(1986)-  33 33 54.05252(N)    084 08 21.33785(W) AD(       ) 2
 DG2602  NAD 27      -  33 33 53.65356(N)    084 08 21.63127(W) AD(       ) 2
 DG2602  NGVD 29 (07/19/86)  257.2    (m)          844.     (f) VERT ANG       
 DG2602
 DG2602.Superseded values are not recommended for survey control.
 DG2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2602.See file dsdata.txt to determine how the superseded data were derived.
 DG2602
 DG2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC6556517594(NAD 83)
 DG2602_MARKER: DD = SURVEY DISK
 DG2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2602
 DG2602  HISTORY     - Date     Condition        Report By
 DG2602  HISTORY     - 1974     MONUMENTED       GADT
 DG2602
 DG2602                          STATION DESCRIPTION
 DG2602
 DG2602'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2602'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST-NORTHEAST
 DG2602'OF STOCKBRIDGE, 8-1/4 MILES NORTH OF MC DONOUGH, AND 9-3/4 MILES
 DG2602'SOUTHWEST OF CONYERS ON STATE RIGHT OF WAY.
 DG2602'
 DG2602'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 42 AND
 DG2602'138, LOCATED 1-3/4 MILES EAST OF STOCKBRIDGE, TRAVEL EAST ALONG
 DG2602'STATE ROUTE 138 FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 138
 DG2602'TO THE LEFT AND MILLERS MILL ROAD (COUNTY ROAD 91411) STRAIGHT
 DG2602'AHEAD.  TRAVEL EAST ALONG MILLERS MILL ROAD FOR 3.45 MILES TO THE
 DG2602'JUNCTION OF STATE 155 CROSSING.  TURN LEFT, TRAVELING NORTH
 DG2602'ALONG STATE ROUTE 155 FOR 0.85 MILE TO THE JUNCTION OF
 DG2602'KELLEYTOWN ROAD (COUNTY ROAD 107) FORKING TO THE RIGHT.
 DG2602'CONTINUE NORTH ALONG STATE ROUTE 155 FOR 1.25 MILES TO
 DG2602'COUNTY ROAD 91414 TO THE RIGHT.  CONTINUE NORTH ALONG
 DG2602'STATE ROUTE 155 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 DG2602'
 DG2602'THE STATION IS LOCATED 49.3 FEET NORTHEAST OF THE CENTERLINE OF
 DG2602'THE HIGHWAY, 2.0 FEET SOUTHWEST OF A WITNESS POST SET IN A
 DG2602'FENCELINE RUNNING PARALLEL WITH THE ROAD, 18.3 FEET SOUTHEAST OF
 DG2602'A POWER POLE, AND 22.5 FEET SOUTH-SOUTHWEST OF A 15 INCH PINE
 DG2602'TREE LOCATED NORTHEAST OF THE FENCELINE.  IT IS A STANDARD BRASS
 DG2602'DISK STAMPED 075-219 SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2602'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DG2602'STATION IS A STANDARD BRASS DISK STAMPED 075-219, SET IN AN
 DG2602'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER BELOW THE
 DG2602'GROUND SURFACE.
 DG2602'
 DG2602'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ALONG
 DG2602'STATE ROUTE 155 FOR 0.5 MILE TO THE MARK ON THE LEFT.  IT IS
 DG2602'LOCATED 45 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.0
 DG2602'FEET NORTHEAST OF A WITNESS POST SET IN A FENCELINE RUNNING
 DG2602'PARALLEL WITH THE ROAD, 21.0 FEET EAST OF THE SOUTHWEST END OF
 DG2602'A CONCRETE CULVERT UNDER THE HIGHWAY, AND 93.0 FEET
 DG2602'NORTH-NORTHWEST OF A POWER POLE.  IT IS A STANDARD DISK STAMPED
 DG2602'075-219 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2602'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2587 ***********************************************************************
 DG2587  DESIGNATION -  BV 075 220
 DG2587  PID         -  DG2587
 DG2587  STATE/COUNTY-  GA/HENRY
 DG2587  USGS QUAD   -  KELLEYTOWN (1982)
 DG2587
 DG2587                         *CURRENT SURVEY CONTROL
 DG2587  ___________________________________________________________________
 DG2587* NAD 83(1994)-  33 30 02.62931(N)    084 05 33.38028(W)     ADJUSTED  
 DG2587* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 DG2587  ___________________________________________________________________
 DG2587  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DG2587  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG2587
 DG2587  HORZ ORDER  -  SECOND
 DG2587
 DG2587.The horizontal coordinates were established by classical geodetic methods
 DG2587.and adjusted by the National Geodetic Survey in September 1997..
 DG2587
 DG2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2587
 DG2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2587
 DG2587.The geoid height was determined by GEOID03.
 DG2587
 DG2587;                    North         East     Units Scale Factor Converg.
 DG2587;SPC GA W     -   388,133.748   706,881.194   MT  0.99990058   +0 02 27.2
 DG2587;SPC GA W     - 1,273,402.14  2,319,159.38   sFT  0.99990058   +0 02 27.2
 DG2587;UTM  16      - 3,710,584.579   770,097.786   MT  1.00049951   +1 36 20.5
 DG2587
 DG2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2587!SPC GA W     -   0.99996687  x   0.99990058  =   0.99986745
 DG2587!UTM  16      -   0.99996687  x   1.00049951  =   1.00046636
 DG2587
 DG2587:                Primary Azimuth Mark                     Grid Az
 DG2587:SPC GA W     -  BV 075 220 AZ MK                         099 45 55.6
 DG2587:UTM  16      -  BV 075 220 AZ MK                         098 12 02.3
 DG2587
 DG2587|---------------------------------------------------------------------|
 DG2587| PID    Reference Object                     Distance      Geod. Az  |
 DG2587|                                                           dddmmss.s |
 DG2587| CY9672 BV 075 220 AZ MK                                   0994822.8 |
 DG2587| DG2586 BV 075 220 GADT 1974 PTA             18.778 METERS 14251     |
 DG2587|---------------------------------------------------------------------|
 DG2587
 DG2587                          SUPERSEDED SURVEY CONTROL
 DG2587
 DG2587  NAD 83(1986)-  33 30 02.63574(N)    084 05 33.37989(W) AD(       ) 2
 DG2587  NAD 27      -  33 30 02.23309(N)    084 05 33.68727(W) AD(       ) 2
 DG2587  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 DG2587
 DG2587.Superseded values are not recommended for survey control.
 DG2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2587.See file dsdata.txt to determine how the superseded data were derived.
 DG2587
 DG2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7009810585(NAD 83)
 DG2587_MARKER: DD = SURVEY DISK
 DG2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2587_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2587+STABILITY: SURFACE MOTION
 DG2587
 DG2587  HISTORY     - Date     Condition        Report By
 DG2587  HISTORY     - 1974     MONUMENTED       GADT
 DG2587  HISTORY     - 19940430 GOOD             LOCENG
 DG2587
 DG2587                          STATION DESCRIPTION
 DG2587
 DG2587'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2587'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTH-NORTHEAST OF
 DG2587'MC DONOUGH, 8-3/4 MILES EAST-SOUTHEAST OF STOCKBRIDGE, AND 14-3/4
 DG2587'MILES WEST-SOUTHWEST OF COVINGTON ON COUNTY RIGHT OF WAY.
 DG2587'
 DG2587'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81 (STATE
 DG2587'ROUTE 20) AND U.S. HIGHWAY 23 (STATE ROUTE 42) IN MC DONOUGH,
 DG2587'TRAVEL EAST ALONG STATE ROUTE 81 FOR 0.5 MILE TO THE JUNCTION OF
 DG2587'STATE ROUTE 20 TO THE LEFT.  TURN LEFT, TRAVELING NORTHEASTERLY
 DG2587'ALONG STATE ROUTE 20 FOR 4.0 MILES TO THE WALNUT CREEK
 DG2587'BRIDGE.  CONTINUE NORTHEASTERLY ALONG STATE ROUTE 20 FOR 0.4
 DG2587'MILE TO THE JUNCTION OF EAST LAKE ROAD (COUNTY ROAD 91696) TO
 DG2587'THE LEFT.  TURN LEFT, TRAVELING WEST ALONG EAST LAKE ROAD
 DG2587'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DG2587'WESTERLY ALONG EAST LAKE ROAD FOR 0.2 MILE TO THE STATION ON
 DG2587'THE RIGHT.
 DG2587'
 DG2587'THE STATION IS LOCATED 28 FEET NORTH OF THE CENTERLINE OF THE
 DG2587'ROAD, 3 FEET SOUTH OF A WITNESS POST SET AT A FENCELINE RUNNING
 DG2587'PARALLEL WITH THE ROAD, 125 FEET SOUTHWEST OF A 30 INCH OAK TREE
 DG2587'ON THE NORTH SIDE OF THE FENCE, AND 167 FEET NORTHWEST OF A
 DG2587'POWER POLE ON THE SOUTH SIDE OF THE ROAD.  IT IS A STANDARD BRASS
 DG2587'DISK STAMPED 075-220, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2587'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DG2587'STATION IS A STANDARD DISK STAMPED 075-220, SET IN AN
 DG2587'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER BELOW THE
 DG2587'GROUND SURFACE.
 DG2587'
 DG2587'THE AZIMUTH MARK IS LOCATED 24 FEET SOUTH OF THE CENTERLINE OF
 DG2587'THE ROAD, 1.8 FEET NORTH OF A WITNESS POST SET IN A FENCELINE
 DG2587'RUNNING PARALLEL WITH THE ROAD, AND 184 FEET EAST-NORTHEAST OF A
 DG2587'POWER POLE ON THE SOUTH SIDE OF THE FENCELINE.  IT IS A STANDARD
 DG2587'DISK STAMPED 075-220 AZMK, SET IN THE TOP OF A 10 INCH
 DG2587'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DG2587
 DG2587                          STATION RECOVERY (1994)
 DG2587
 DG2587'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DC)
 DG2587'RECOVERED IN GOOD CONDITION.  124 FT (37.8 M) SE OF A 30 INCH OAK, 123
 DG2587'FT (37.5 M) EAST OF A FIRE HYDRANT.  AZIMUTH MARK DESTROYED BY
 DG2587'UNDERGROUND TELEPHONE CABLE INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2550 ***********************************************************************
 DF2550  DESIGNATION -  BV 075 221
 DF2550  PID         -  DF2550
 DF2550  STATE/COUNTY-  GA/HENRY
 DF2550  USGS QUAD   -  WORTHVILLE (1985)
 DF2550
 DF2550                         *CURRENT SURVEY CONTROL
 DF2550  ___________________________________________________________________
 DF2550* NAD 83(1994)-  33 27 58.19982(N)    083 58 02.53301(W)     ADJUSTED  
 DF2550* NAVD 88     -       227.     (meters)     745.     (feet)  VERTCON   
 DF2550  ___________________________________________________________________
 DF2550  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DF2550  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DF2550
 DF2550  HORZ ORDER  -  SECOND
 DF2550
 DF2550.The horizontal coordinates were established by classical geodetic methods
 DF2550.and adjusted by the National Geodetic Survey in September 1997..
 DF2550
 DF2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2550
 DF2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2550
 DF2550.The geoid height was determined by GEOID03.
 DF2550
 DF2550;                    North         East     Units Scale Factor Converg.
 DF2550;SPC GA W     -   384,315.871   718,524.490   MT  0.99990423   +0 06 35.6
 DF2550;SPC GA W     - 1,260,876.32  2,357,359.10   sFT  0.99990423   +0 06 35.6
 DF2550;UTM  17      - 3,706,908.372   224,218.846   MT  1.00053777   -1 38 14.5
 DF2550;UTM  16      - 3,707,083.718   781,848.440   MT  1.00057950   +1 40 24.3
 DF2550
 DF2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2550!SPC GA W     -   0.99996888  x   0.99990423  =   0.99987311
 DF2550!UTM  17      -   0.99996888  x   1.00053777  =   1.00050663
 DF2550!UTM  16      -   0.99996888  x   1.00057950  =   1.00054836
 DF2550
 DF2550:                Primary Azimuth Mark                     Grid Az
 DF2550:SPC GA W     -  BV 075 221 AZ MK                         026 18 16.0
 DF2550:UTM  17      -  BV 075 221 AZ MK                         028 03 06.1
 DF2550:UTM  16      -  BV 075 221 AZ MK                         024 44 27.3
 DF2550
 DF2550|---------------------------------------------------------------------|
 DF2550| PID    Reference Object                     Distance      Geod. Az  |
 DF2550|                                                           dddmmss.s |
 DF2550| CY7472 BV 075 221 AZ MK                                   0262451.6 |
 DF2550| DF2551 BV 075 221 GADT 1974 PTA             17.876 METERS 05752     |
 DF2550|---------------------------------------------------------------------|
 DF2550
 DF2550                          SUPERSEDED SURVEY CONTROL
 DF2550
 DF2550  NAD 83(1986)-  33 27 58.20623(N)    083 58 02.53237(W) AD(       ) 2
 DF2550  NAD 27      -  33 27 57.79266(N)    083 58 02.86083(W) AD(       ) 2
 DF2550  NGVD 29 (07/19/86)  227.     (m)          745.     (f) VERT ANG       
 DF2550
 DF2550.Superseded values are not recommended for survey control.
 DF2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2550.See file dsdata.txt to determine how the superseded data were derived.
 DF2550
 DF2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2421906908(NAD 83)
 DF2550_MARKER: DD = SURVEY DISK
 DF2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2550_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2550+STABILITY: SURFACE MOTION
 DF2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2550+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1994
 DF2550
 DF2550  HISTORY     - Date     Condition        Report By
 DF2550  HISTORY     - 1974     MONUMENTED       GADT
 DF2550  HISTORY     - 19940430 GOOD             LOCENG
 DF2550  HISTORY     - 20001101 GOOD             GADT
 DF2550
 DF2550                          STATION DESCRIPTION
 DF2550
 DF2550'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2550'THE STATION IS LOCATED APPROXIMATELY 10-1/2 MILES EAST OF
 DF2550'MC DONOUGH, 10-3/4 MILES SOUTHWEST OF COVINGTON, AND 11-3/4 MILES
 DF2550'NORTH OF JACKSON ON STATE RIGHT OF WAY.
 DF2550'
 DF2550'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 212 AND
 DF2550'STATE ROUTE 81, LOCATED APPROXIMATELY 9-1/2 MILES SOUTHWEST OF
 DF2550'COVINGTON, TRAVEL SOUTHWEST ALONG STATE ROUTE 81 FOR 0.9 MILE
 DF2550'TO THE JUNCTION OF RIVER ROAD (COUNTY ROAD 413) CROSSING.
 DF2550'CONTINUE SOUTHWEST ALONG STATE ROUTE 81 FOR 0.45 MILE TO THE
 DF2550'AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG STATE ROUTE 81 FOR
 DF2550'0.25 MILE TO A GEORGIA POWER COMPANY TRANSMISSION LINE
 DF2550'CROSSING AND THE STATION ON THE RIGHT.
 DF2550'
 DF2550'THE STATION IS LOCATED 73 FEET WEST OF THE CENTERLINE OF THE
 DF2550'HIGHWAY, 3.0 FEET EAST OF A WITNESS POST, 32.5 FEET SOUTH-SOUTHEAST
 DF2550'OF THE SOUTHEASTERN MOST LEG OF A METAL TRANSMISSION LINE TOWER,
 DF2550'AND 47.0 FEET SOUTH-SOUTHWEST OF A RIGHT OF WAY MARKER.  IT IS
 DF2550'A STANDARD BRASS DISK STAMPED 075-221, SET IN THE TOP OF A 10
 DF2550'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DF2550'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 075-221, SET
 DF2550'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER
 DF2550'BELOW THE GROUND SURFACE.
 DF2550'
 DF2550'THE AZIMUTH MARK IS LOCATED 47 FEET SOUTHEAST OF THE CENTERLINE
 DF2550'OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST, AND 27.5 FEET
 DF2550'NORTH-NORTHWEST OF A 4 INCH FORKED PINE TREE.  IT IS A STANDARD
 DF2550'DISK STAMPED 075-221 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2550'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DF2550
 DF2550                          STATION RECOVERY (1994)
 DF2550
 DF2550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DC)
 DF2550'RECOVERED AS DESCRIBED.
 DF2550
 DF2550                          STATION RECOVERY (2000)
 DF2550
 DF2550'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 DF2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2563 ***********************************************************************
 CL2563  DESIGNATION -  BV 076 200
 CL2563  PID         -  CL2563
 CL2563  STATE/COUNTY-  GA/HOUSTON
 CL2563  USGS QUAD   -  HENDERSON (1971)
 CL2563
 CL2563                         *CURRENT SURVEY CONTROL
 CL2563  ___________________________________________________________________
 CL2563* NAD 83(1994)-  32 19 24.00557(N)    083 45 02.11098(W)     ADJUSTED  
 CL2563* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 CL2563  ___________________________________________________________________
 CL2563  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 CL2563  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CL2563
 CL2563  HORZ ORDER  -  SECOND
 CL2563
 CL2563.The horizontal coordinates were established by classical geodetic methods
 CL2563.and adjusted by the National Geodetic Survey in September 1997..
 CL2563
 CL2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2563
 CL2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2563
 CL2563.The geoid height was determined by GEOID03.
 CL2563
 CL2563;                    North         East     Units Scale Factor Converg.
 CL2563;SPC GA W     -   257,643.824   739,174.364   MT  0.99991892   +0 13 20.9
 CL2563;SPC GA W     -   845,286.45  2,425,107.89   sFT  0.99991892   +0 13 20.9
 CL2563;UTM  17      - 3,579,600.712   241,065.380   MT  1.00042689   -1 28 17.6
 CL2563
 CL2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2563!SPC GA W     -   0.99998195  x   0.99991892  =   0.99990087
 CL2563!UTM  17      -   0.99998195  x   1.00042689  =   1.00040883
 CL2563
 CL2563:                Primary Azimuth Mark                     Grid Az
 CL2563:SPC GA W     -  BV 076 200 AZ MK                         323 30 44.2
 CL2563:UTM  17      -  BV 076 200 AZ MK                         325 12 22.7
 CL2563
 CL2563|---------------------------------------------------------------------|
 CL2563| PID    Reference Object                     Distance      Geod. Az  |
 CL2563|                                                           dddmmss.s |
 CL2563| CY7473 BV 076 200 AZ MK                                   3234405.1 |
 CL2563|---------------------------------------------------------------------|
 CL2563
 CL2563                          SUPERSEDED SURVEY CONTROL
 CL2563
 CL2563  NAD 83(1986)-  32 19 24.00951(N)    083 45 02.10972(W) AD(       ) 2
 CL2563  NAD 27      -  32 19 23.44556(N)    083 45 02.45708(W) AD(       ) 2
 CL2563  NGVD 29 (07/19/86)  141.8    (m)          465.     (f) VERT ANG       
 CL2563
 CL2563.Superseded values are not recommended for survey control.
 CL2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2563.See file dsdata.txt to determine how the superseded data were derived.
 CL2563
 CL2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4106579601(NAD 83)
 CL2563_MARKER: DD = SURVEY DISK
 CL2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2563
 CL2563  HISTORY     - Date     Condition        Report By
 CL2563  HISTORY     - 1974     MONUMENTED       GADT
 CL2563
 CL2563                          STATION DESCRIPTION
 CL2563
 CL2563'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2563'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH OF UNADILLA,
 CL2563'9-1/2 MILES SOUTH OF PERRY, AND 2-3/4 MILES WEST-SOUTHWEST OF
 CL2563'ELKO ON THE PROPERTY OF C. T. KERSEY, HENDERSON, PHONE 987-2160.
 CL2563'
 CL2563'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 CL2563'ROUTE 26, LOCATED ABOUT 3-1/2 MILES WEST OF ELKO, TRAVEL SOUTHEAST
 CL2563'ALONG STATE ROUTE 26 FOR 0.4 MILE TO COUNTY ROAD 226 TO THE
 CL2563'RIGHT.  TURN RIGHT ON COUNTY ROAD 226, TRAVELING SOUTHEAST FOR
 CL2563'1.05 MILES TO THE STATION ON THE RIGHT.
 CL2563'
 CL2563'THE STATION IS A STANDARD BRASS DISK STAMPED 076-200, SET IN
 CL2563'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2563'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2563'STAMPED 076-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2563'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2563'LOCATED 57.5 FEET NORTHWEST OF A WITNESS POST, 53.5 FEET
 CL2563'SOUTHWEST OF COUNTY ROAD 226, 84.0 FEET EAST OF A POWER POLE,
 CL2563'109.0 FEET WEST OF ANOTHER POWER POLE, 73.3 FEET NORTHWEST
 CL2563'OF ANOTHER POWER POLE, AND 57.5 FEET NORTHWEST OF A WITNESS
 CL2563'POST.
 CL2563'
 CL2563'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY ROAD
 CL2563'226 AND STATE ROUTE 26, TRAVEL SOUTHEAST ALONG STATE ROUTE 26 FOR
 CL2563'0.1 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 CL2563'076-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2563'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 2.5
 CL2563'FEET NORTHEAST OF A WITNESS POST, 31.0 FEET SOUTHWEST OF THE
 CL2563'CENTERLINE OF STATE ROUTE 26, 112.0 FEET SOUTH OF A CULVERT
 CL2563'PIPE UNDER A DRIVEWAY TO THE SOUTHWEST, AND 28.5 FEET
 CL2563'NORTH-NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2562 ***********************************************************************
 CL2562  DESIGNATION -  BV 076 201
 CL2562  PID         -  CL2562
 CL2562  STATE/COUNTY-  GA/HOUSTON
 CL2562  USGS QUAD   -  HENDERSON (1971)
 CL2562
 CL2562                         *CURRENT SURVEY CONTROL
 CL2562  ___________________________________________________________________
 CL2562* NAD 83(1994)-  32 17 27.37317(N)    083 50 37.61671(W)     ADJUSTED  
 CL2562* NAVD 88     -       136.     (meters)     446.     (feet)  VERTCON   
 CL2562  ___________________________________________________________________
 CL2562  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CL2562  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CL2562
 CL2562  HORZ ORDER  -  SECOND
 CL2562
 CL2562.The horizontal coordinates were established by classical geodetic methods
 CL2562.and adjusted by the National Geodetic Survey in September 1997..
 CL2562
 CL2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2562
 CL2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2562
 CL2562.The geoid height was determined by GEOID03.
 CL2562
 CL2562;                    North         East     Units Scale Factor Converg.
 CL2562;SPC GA W     -   254,021.229   730,410.641   MT  0.99991140   +0 10 21.0
 CL2562;SPC GA W     -   833,401.32  2,396,355.58   sFT  0.99991140   +0 10 21.0
 CL2562;UTM  17      - 3,576,236.846   232,193.644   MT  1.00048454   -1 31 12.4
 CL2562
 CL2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2562!SPC GA W     -   0.99998284  x   0.99991140  =   0.99989424
 CL2562!UTM  17      -   0.99998284  x   1.00048454  =   1.00046737
 CL2562
 CL2562|---------------------------------------------------------------------|
 CL2562| PID    Reference Object                     Distance      Geod. Az  |
 CL2562|                                                           dddmmss.s |
 CL2562| CL2561 BV 076 201 GADT 1974 PTA             16.923 METERS 23902     |
 CL2562| CY7474 BV 076 201 AZ MK                                   2685421.8 |
 CL2562|---------------------------------------------------------------------|
 CL2562
 CL2562                          SUPERSEDED SURVEY CONTROL
 CL2562
 CL2562  NAD 83(1986)-  32 17 27.37723(N)    083 50 37.61551(W) AD(       ) 2
 CL2562  NAD 27      -  32 17 26.81162(N)    083 50 37.96006(W) AD(       ) 2
 CL2562  NGVD 29 (07/19/86)  136.     (m)          446.     (f) VERT ANG       
 CL2562
 CL2562.Superseded values are not recommended for survey control.
 CL2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2562.See file dsdata.txt to determine how the superseded data were derived.
 CL2562
 CL2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3219476237(NAD 83)
 CL2562_MARKER: DD = SURVEY DISK
 CL2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2562
 CL2562  HISTORY     - Date     Condition        Report By
 CL2562  HISTORY     - 1974     MONUMENTED       GADT
 CL2562
 CL2562                          STATION DESCRIPTION
 CL2562
 CL2562'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2562'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES NORTH-NORTHWEST
 CL2562'OF UNADILLA, 11 MILES EAST OF MONTEZUMA, AND 8-1/2 MILES
 CL2562'WEST-SOUTHWEST OF ELKO ON STATE RIGHT OF WAY.
 CL2562'
 CL2562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 CL2562'ROUTE 26, LOCATED ABOUT 3-1/2 MILES WEST OF ELKO, TRAVEL WEST
 CL2562'ALONG STATE ROUTE 26 FOR 1.35 MILES TO THE JUNCTION OF U.S. HIGHWAY
 CL2562'41 CROSSING.  TURN LEFT, TRAVELING SOUTH ALONG U.S. HIGHWAY 41
 CL2562'FOR 0.5 MILE TO THE JUNCTION OF COUNTY ROAD 92026 TO THE
 CL2562'RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY ALONG COUNTY ROAD 92026
 CL2562'FOR 1.75 MILES TO THE JUNCTION OF COUNTY ROAD 223 (TROUTMAN
 CL2562'BELVIN ROAD) CROSSING.  CONTINUE ALONG COUNTY ROAD 92026 FOR
 CL2562'1.3 MILES TO THE JUNCTION OF COUNTY ROAD 440 (COUNTY LINE ROAD)
 CL2562'CROSSING.  TURN RIGHT, TRAVELING WEST ALONG COUNTY ROAD
 CL2562'440 FOR 2.35 MILES TO THE JUNCTION OF STATE ROUTE 329
 CL2562'CROSSING.  GO WEST ON STATE ROUTE 329 FOR 0.75 MILE TO THE
 CL2562'STATION ON THE RIGHT.
 CL2562'
 CL2562'THE STATION IS A STANDARD BRASS DISK STAMPED 076-201, SET IN THE
 CL2562'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2562'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2562'076-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 CL2562'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 42.0 FEET
 CL2562'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A
 CL2562'WITNESS POST, 26.0 FEET WEST OF A 10 INCH PINE TREE, AND 32.5 FEET
 CL2562'EAST OF A 15 INCH PINE TREE.
 CL2562'
 CL2562'TO REACH THE AZIMUTH MARK, CONTINUE WEST ALONG STATE ROUTE 329
 CL2562'FOR 0.55 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 CL2562'STAMPED 076-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2562'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 CL2562'49 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 329, 1.5 FEET
 CL2562'NORTH OF A WITNESS POST SET AT A RIGHT OF WAY MARKER, 23 FEET
 CL2562'NORTHEAST OF A 15 INCH PINE TREE, AND 23 FEET NORTHWEST OF
 CL2562'ANOTHER 15 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2470 ***********************************************************************
 CL2470  DESIGNATION -  BV 076 202
 CL2470  PID         -  CL2470
 CL2470  STATE/COUNTY-  GA/HOUSTON
 CL2470  USGS QUAD   -  UNADILLA (1973)
 CL2470
 CL2470                         *CURRENT SURVEY CONTROL
 CL2470  ___________________________________________________________________
 CL2470* NAD 83(1994)-  32 17 27.34214(N)    083 39 07.88805(W)     ADJUSTED  
 CL2470* NAVD 88     -       110.     (meters)     361.     (feet)  VERTCON   
 CL2470  ___________________________________________________________________
 CL2470  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CL2470  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CL2470
 CL2470  HORZ ORDER  -  SECOND
 CL2470
 CL2470.The horizontal coordinates were established by classical geodetic methods
 CL2470.and adjusted by the National Geodetic Survey in September 1997..
 CL2470
 CL2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2470
 CL2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2470
 CL2470.The geoid height was determined by GEOID03.
 CL2470
 CL2470;                    North         East     Units Scale Factor Converg.
 CL2470;SPC GA W     -   254,090.718   748,455.716   MT  0.99992895   +0 16 29.5
 CL2470;SPC GA W     -   833,629.30  2,455,558.46   sFT  0.99992895   +0 16 29.5
 CL2470;UTM  17      - 3,575,773.097   250,242.042   MT  1.00036932   -1 25 03.3
 CL2470
 CL2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2470!SPC GA W     -   0.99998698  x   0.99992895  =   0.99991593
 CL2470!UTM  17      -   0.99998698  x   1.00036932  =   1.00035630
 CL2470
 CL2470:                Primary Azimuth Mark                     Grid Az
 CL2470:SPC GA W     -  BV 076 202 AZ MK                         067 42 18.0
 CL2470:UTM  17      -  BV 076 202 AZ MK                         069 23 50.8
 CL2470
 CL2470|---------------------------------------------------------------------|
 CL2470| PID    Reference Object                     Distance      Geod. Az  |
 CL2470|                                                           dddmmss.s |
 CL2470| CY7475 BV 076 202 AZ MK                                   0675847.5 |
 CL2470|---------------------------------------------------------------------|
 CL2470
 CL2470                          SUPERSEDED SURVEY CONTROL
 CL2470
 CL2470  NAD 83(1986)-  32 17 27.34575(N)    083 39 07.88669(W) AD(       ) 2
 CL2470  NAD 27      -  32 17 26.77294(N)    083 39 08.25843(W) AD(       ) 2
 CL2470  NGVD 29 (07/19/86)  110.     (m)          361.     (f) VERT ANG       
 CL2470
 CL2470.Superseded values are not recommended for survey control.
 CL2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2470.See file dsdata.txt to determine how the superseded data were derived.
 CL2470
 CL2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5024275773(NAD 83)
 CL2470_MARKER: DD = SURVEY DISK
 CL2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2470
 CL2470  HISTORY     - Date     Condition        Report By
 CL2470  HISTORY     - 1974     MONUMENTED       GADT
 CL2470
 CL2470                          STATION DESCRIPTION
 CL2470
 CL2470'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2470'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTHEAST OF
 CL2470'ELKO, 5-1/4 MILES NORTHEAST OF UNADILLA, AND 10-3/4 MILES EAST
 CL2470'OF HAWKINSVILLE ON COUNTY RIGHT OF WAY.
 CL2470'
 CL2470'TO REACH THE STATION FROM THE COURTHOUSE IN HAWKINSVILLE, TRAVEL
 CL2470'WEST ALONG STATE ROUTE 26 FOR 0.2 MILE TO THE JUNCTION OF
 CL2470'U.S. HIGHWAY 341 CROSSING.  CONTINUE WEST ALONG STATE ROUTE 26 FOR
 CL2470'0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY 341 BUSINESS
 CL2470'CROSSING.  CONTINUE WEST ALONG STATE ROUTE 26 FOR 4.4 MILES TO
 CL2470'A PAVED CROSSROAD.  CONTINUE WEST ALONG STATE ROUTE 26 FOR 2.3
 CL2470'MILES TO THE JUNCTION OF COUNTY ROAD 91736 TO THE LEFT AND A
 CL2470'DIRT ROAD TO THE RIGHT.  CONTINUE WEST ALONG STATE ROUTE 26
 CL2470'FOR 2.9 MILES TO THE JUNCTION OF LOGGINS ROAD (COUNTY ROAD
 CL2470'232) TO THE LEFT.  TURN LEFT, GOING SOUTH ON LOGGINS ROAD FOR
 CL2470'1.1 MILES TO ITS TERMINATION AT COUNTY LINE CHURCH ROAD
 CL2470'(COUNTY ROAD 233) CROSSING.  TURN RIGHT, GOING WESTERLY ALONG
 CL2470'COUNTY LINE CHURCH ROAD FOR 1 MILE TO THE AZIMUTH MARK ON THE
 CL2470'LEFT.  CONTINUE WEST ON COUNTY LINE CHURCH ROAD FOR 0.3 MILE
 CL2470'TO THE STATION ON THE RIGHT.
 CL2470'
 CL2470'THE STATION IS A STANDARD BRASS DISK STAMPED 076-202, SET IN
 CL2470'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2470'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2470'STAMPED 076-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2470'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2470'LOCATED 4.0 FEET SOUTHWEST OF A WITNESS POST, 91.5 FEET
 CL2470'NORTHEAST OF A POWER POLE, 35 FEET SOUTHWEST OF A 15 INCH
 CL2470'PECAN TREE, 80 FEET SOUTHWEST OF A 10 INCH PECAN TREE ON THE
 CL2470'SOUTHEAST SIDE OF THE ROAD, AND 38 FEET NORTHWEST OF THE
 CL2470'CENTERLINE OF COUNTY LINE CHURCH ROAD.
 CL2470'
 CL2470'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-202 AZMK, SET IN
 CL2470'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2470'SURFACE OF THE GROUND.  IT IS LOCATED 43 FEET EAST OF THE
 CL2470'CENTERLINE OF COUNTY LINE CHURCH ROAD, 90.0 FEET WEST OF A POWER
 CL2470'POLE, 2.0 FEET WEST OF A WITNESS POST, 7.5 FEET NORTHEAST OF A
 CL2470'CORNER FENCE POST, AND 13.5 FEET SOUTHWEST OF ANOTHER CORNER
 CL2470'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2554 ***********************************************************************
 CL2554  DESIGNATION -  BV 076 203
 CL2554  PID         -  CL2554
 CL2554  STATE/COUNTY-  GA/HOUSTON
 CL2554  USGS QUAD   -  PERRY WEST (1984)
 CL2554
 CL2554                         *CURRENT SURVEY CONTROL
 CL2554  ___________________________________________________________________
 CL2554* NAD 83(1994)-  32 25 32.80886(N)    083 49 45.42967(W)     ADJUSTED  
 CL2554* NAVD 88     -       124.     (meters)     407.     (feet)  VERTCON   
 CL2554  ___________________________________________________________________
 CL2554  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CL2554  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CL2554
 CL2554  HORZ ORDER  -  SECOND
 CL2554
 CL2554.The horizontal coordinates were established by classical geodetic methods
 CL2554.and adjusted by the National Geodetic Survey in September 1997..
 CL2554
 CL2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2554
 CL2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2554
 CL2554.The geoid height was determined by GEOID03.
 CL2554
 CL2554;                    North         East     Units Scale Factor Converg.
 CL2554;SPC GA W     -   268,977.234   731,728.859   MT  0.99991241   +0 10 51.3
 CL2554;SPC GA W     -   882,469.48  2,400,680.43   sFT  0.99991241   +0 10 51.3
 CL2554;UTM  17      - 3,591,155.745   233,954.860   MT  1.00047291   -1 31 04.7
 CL2554
 CL2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2554!SPC GA W     -   0.99998471  x   0.99991241  =   0.99989712
 CL2554!UTM  17      -   0.99998471  x   1.00047291  =   1.00045761
 CL2554
 CL2554|---------------------------------------------------------------------|
 CL2554| PID    Reference Object                     Distance      Geod. Az  |
 CL2554|                                                           dddmmss.s |
 CL2554| CL2555 BV 076 203 GADT 1974 PTA             16.687 METERS 06603     |
 CL2554| CY7476 BV 076 203 AZ MK                                   0691228.3 |
 CL2554|---------------------------------------------------------------------|
 CL2554
 CL2554                          SUPERSEDED SURVEY CONTROL
 CL2554
 CL2554  NAD 83(1986)-  32 25 32.81290(N)    083 49 45.42815(W) AD(       ) 2
 CL2554  NAD 27      -  32 25 32.27318(N)    083 49 45.75505(W) AD(       ) 2
 CL2554  NGVD 29 (07/19/86)  124.     (m)          407.     (f) VERT ANG       
 CL2554
 CL2554.Superseded values are not recommended for survey control.
 CL2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2554.See file dsdata.txt to determine how the superseded data were derived.
 CL2554
 CL2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3395591156(NAD 83)
 CL2554_MARKER: DD = SURVEY DISK
 CL2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2554+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CL2554
 CL2554  HISTORY     - Date     Condition        Report By
 CL2554  HISTORY     - 1974     MONUMENTED       GADT
 CL2554  HISTORY     - 20050929 GOOD             INDIV
 CL2554
 CL2554                          STATION DESCRIPTION
 CL2554
 CL2554'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2554'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHWEST OF PERRY,
 CL2554'8-3/4 MILES SOUTHEAST OF FORT VALLEY, AND 12-3/4 MILES
 CL2554'NORTH-NORTHWEST OF UNADILLA ON STATE RIGHT OF WAY.
 CL2554'
 CL2554'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2554'U.S. HIGHWAY 41 AND STATE ROUTE 127 (MARSHALLVILLE ROAD), TRAVEL
 CL2554'WEST ALONG STATE ROUTE 127 FOR 2.15 MILES TO THE JUNCTION OF STATE
 CL2554'ROUTE 224 FORKING TO THE LEFT.  TURN LEFT, TRAVELING SOUTHWEST
 CL2554'ALONG STATE ROUTE 224 FOR 1.9 MILES TO THE JUNCTION OF DIRT
 CL2554'COUNTY ROAD 208 TO THE RIGHT.  CONTINUE SOUTHWEST ALONG STATE
 CL2554'ROUTE 224 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CL2554'CONTINUE SOUTHWEST ALONG STATE ROUTE 224 FOR 0.6 MILE TO THE
 CL2554'STATION ON THE RIGHT.
 CL2554'
 CL2554'THE STATION IS A STANDARD BRASS DISK STAMPED 076-203, SET IN THE
 CL2554'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2554'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2554'STAMPED 076-203, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2554'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2554'LOCATED 47 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 224,
 CL2554'92 FEET NORTHWEST OF A POWER POLE ON THE SOUTHWEST SIDE OF THE
 CL2554'ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, AND 344 FEET
 CL2554'EAST OF A 42 INCH DOUBLE PECAN TREE.
 CL2554'
 CL2554'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-203 AZMK, SET
 CL2554'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2554'SURFACE OF THE GROUND.  IT IS LOCATED 47.2 FEET SOUTHEAST OF THE
 CL2554'CENTERLINE OF STATE ROUTE 224, 3 FEET NORTHWEST OF A WITNESS POST,
 CL2554'55.0 FEET WEST OF A FENCE CORNER NEAR A CHURCH, AND 26.5 FEET
 CL2554'SOUTH OF HIGHWAY MILEPOST 1.
 CL2554
 CL2554                          STATION RECOVERY (2005)
 CL2554
 CL2554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2565 ***********************************************************************
 CL2565  DESIGNATION -  BV 076 204
 CL2565  PID         -  CL2565
 CL2565  STATE/COUNTY-  GA/HOUSTON
 CL2565  USGS QUAD   -  HENDERSON (1971)
 CL2565
 CL2565                         *CURRENT SURVEY CONTROL
 CL2565  ___________________________________________________________________
 CL2565* NAD 83(1994)-  32 20 18.11355(N)    083 46 26.87135(W)     ADJUSTED  
 CL2565* NAVD 88     -       147.8    (meters)     485.     (feet)  VERTCON   
 CL2565  ___________________________________________________________________
 CL2565  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CL2565  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CL2565
 CL2565  HORZ ORDER  -  SECOND
 CL2565
 CL2565.The horizontal coordinates were established by classical geodetic methods
 CL2565.and adjusted by the National Geodetic Survey in September 1997..
 CL2565
 CL2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2565
 CL2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2565
 CL2565.The geoid height was determined by GEOID03.
 CL2565
 CL2565;                    North         East     Units Scale Factor Converg.
 CL2565;SPC GA W     -   259,302.025   736,951.501   MT  0.99991683   +0 12 35.9
 CL2565;SPC GA W     -   850,726.73  2,417,815.05   sFT  0.99991683   +0 12 35.9
 CL2565;UTM  17      - 3,581,324.804   238,891.397   MT  1.00044083   -1 29 05.2
 CL2565
 CL2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2565!SPC GA W     -   0.99998098  x   0.99991683  =   0.99989781
 CL2565!UTM  17      -   0.99998098  x   1.00044083  =   1.00042180
 CL2565
 CL2565:                Primary Azimuth Mark                     Grid Az
 CL2565:SPC GA W     -  BV 076 204 AZ MK                         105 52 11.5
 CL2565:UTM  17      -  BV 076 204 AZ MK                         107 33 52.6
 CL2565
 CL2565|---------------------------------------------------------------------|
 CL2565| PID    Reference Object                     Distance      Geod. Az  |
 CL2565|                                                           dddmmss.s |
 CL2565| CY7477 BV 076 204 AZ MK                                   1060447.4 |
 CL2565| CL2566 HENDERSON MUN TANK                  APPROX. 1.1 KM 2842906.7 |
 CL2565|---------------------------------------------------------------------|
 CL2565
 CL2565                          SUPERSEDED SURVEY CONTROL
 CL2565
 CL2565  NAD 83(1986)-  32 20 18.11754(N)    083 46 26.87006(W) AD(       ) 2
 CL2565  NAD 27      -  32 20 17.55966(N)    083 46 27.21335(W) AD(       ) 2
 CL2565  NGVD 29 (07/19/86)  147.9    (m)          485.     (f) VERT ANG       
 CL2565
 CL2565.Superseded values are not recommended for survey control.
 CL2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2565.See file dsdata.txt to determine how the superseded data were derived.
 CL2565
 CL2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3889181325(NAD 83)
 CL2565_MARKER: DD = SURVEY DISK
 CL2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2565
 CL2565  HISTORY     - Date     Condition        Report By
 CL2565  HISTORY     - 1974     MONUMENTED       GADT
 CL2565  HISTORY     - 20050929 MARK NOT FOUND   INDIV
 CL2565
 CL2565                          STATION DESCRIPTION
 CL2565
 CL2565'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2565'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST OF ELKO, 5-3/4
 CL2565'MILES NORTH-NORTHWEST OF UNADILLA, AND 8-3/4 MILES SOUTH-SOUTHWEST
 CL2565'OF PERRY ON STATE RIGHT OF WAY.
 CL2565'
 CL2565'TO REACH THE STATION FROM THE AZIMUTH MARK AT THE JUNCTION OF
 CL2565'INTERSTATE 75 AND STATE ROUTE 26, APPROXIMATELY 3-3/4 MILES WEST
 CL2565'OF ELKO, TRAVEL WEST ALONG STATE ROUTE 26 FOR 0.4 MILE TO THE
 CL2565'STATION ON THE LEFT.
 CL2565'
 CL2565'THE STATION IS A STANDARD BRASS DISK STAMPED 076-204, SET IN THE
 CL2565'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2565'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2565'076-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 CL2565'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 42.5 FEET
 CL2565'SOUTH OF THE CENTERLINE OF STATE ROUTE 26, 2.8 FEET NORTH OF A
 CL2565'WITNESS POST AND FENCELINE, 62.0 FEET WEST OF A POWER POLE,
 CL2565'62.0 FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE SOUTH
 CL2565'LEADING TO A DEPARTMENT OF TRANSPORTATION HIGHWAY MAINTENANCE
 CL2565'BARN, AND 17.5 FEET NORTHWEST OF A POWER POLE.
 CL2565'
 CL2565'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-204 AZMK, SET
 CL2565'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2565'SURFACE OF THE GROUND.  IT IS LOCATED 29.5 FEET NORTH OF THE
 CL2565'CENTERLINE OF STATE ROUTE 26, 4.5 FEET NORTH OF A WITNESS POST,
 CL2565'46 FEET NORTHEAST OF THE CENTER OF THE EAST END OF THE STATE
 CL2565'ROUTE 26 BRIDGE OVER INTERSTATE 75, AND 20.0 FEET SOUTH OF A
 CL2565'POWER POLE.
 CL2565
 CL2565                          STATION RECOVERY (2005)
 CL2565
 CL2565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL2565'MARK NOT FOUND NEW GRAVEL DRIVE AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2564 ***********************************************************************
 CL2564  DESIGNATION -  BV 076 205
 CL2564  PID         -  CL2564
 CL2564  STATE/COUNTY-  GA/HOUSTON
 CL2564  USGS QUAD   -  HENDERSON (1971)
 CL2564
 CL2564                         *CURRENT SURVEY CONTROL
 CL2564  ___________________________________________________________________
 CL2564* NAD 83(1994)-  32 20 05.34598(N)    083 45 37.38646(W)     ADJUSTED  
 CL2564* NAVD 88     -       143.8    (meters)     472.     (feet)  VERTCON   
 CL2564  ___________________________________________________________________
 CL2564  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CL2564  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CL2564
 CL2564  HORZ ORDER  -  SECOND
 CL2564
 CL2564.The horizontal coordinates were established by classical geodetic methods
 CL2564.and adjusted by the National Geodetic Survey in September 1997..
 CL2564
 CL2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2564
 CL2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2564
 CL2564.The geoid height was determined by GEOID03.
 CL2564
 CL2564;                    North         East     Units Scale Factor Converg.
 CL2564;SPC GA W     -   258,913.599   738,246.968   MT  0.99991803   +0 13 02.3
 CL2564;SPC GA W     -   849,452.37  2,422,065.26   sFT  0.99991803   +0 13 02.3
 CL2564;UTM  17      - 3,580,898.015   240,175.478   MT  1.00043258   -1 28 38.1
 CL2564
 CL2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2564!SPC GA W     -   0.99998161  x   0.99991803  =   0.99989964
 CL2564!UTM  17      -   0.99998161  x   1.00043258  =   1.00041418
 CL2564
 CL2564:                Primary Azimuth Mark                     Grid Az
 CL2564:SPC GA W     -  HENDERSON MUN TANK                       285 35 57.2
 CL2564:UTM  17      -  HENDERSON MUN TANK                       287 17 37.6
 CL2564
 CL2564|---------------------------------------------------------------------|
 CL2564| PID    Reference Object                     Distance      Geod. Az  |
 CL2564|                                                           dddmmss.s |
 CL2564| CL2566 HENDERSON MUN TANK                  APPROX. 2.5 KM 2854859.5 |
 CL2564| CY7477 BV 076 204 AZ MK                                   2874502.8 |
 CL2564|---------------------------------------------------------------------|
 CL2564
 CL2564                          SUPERSEDED SURVEY CONTROL
 CL2564
 CL2564  NAD 83(1986)-  32 20 05.34995(N)    083 45 37.38517(W) AD(       ) 2
 CL2564  NAD 27      -  32 20 04.79015(N)    083 45 37.73095(W) AD(       ) 2
 CL2564  NGVD 29 (07/19/86)  143.9    (m)          472.     (f) VERT ANG       
 CL2564
 CL2564.Superseded values are not recommended for survey control.
 CL2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2564.See file dsdata.txt to determine how the superseded data were derived.
 CL2564
 CL2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4017580898(NAD 83)
 CL2564_MARKER: DD = SURVEY DISK
 CL2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2564
 CL2564  HISTORY     - Date     Condition        Report By
 CL2564  HISTORY     - 1974     MONUMENTED       GADT
 CL2564
 CL2564                          STATION DESCRIPTION
 CL2564
 CL2564'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2564'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST OF ELKO,
 CL2564'5-1/4 MILES NORTH-NORTHWEST OF UNADILLA, AND 8-1/2 MILES SOUTH OF
 CL2564'PERRY ON STATE RIGHT OF WAY.
 CL2564'
 CL2564'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 CL2564'ROUTE 26, LOCATED 3-1/2 MILES EAST OF ELKO, TRAVEL EAST ALONG
 CL2564'STATE ROUTE 26 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 CL2564'
 CL2564'THE STATION IS LOCATED 2.5 FEET SOUTH OF A WITNESS POST, 36.0
 CL2564'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 26, 129.5 FEET
 CL2564'EAST-SOUTHEAST OF A POWER POLE, AND 103.5 FEET NORTHWEST OF
 CL2564'ANOTHER POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY.  IT IS A
 CL2564'STANDARD BRASS DISK STAMPED 076-205, SET IN THE TOP OF A 10 INCH
 CL2564'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2564'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2564'076-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2564'METER BELOW THE SURFACE OF THE GROUND.
 CL2564'
 CL2564'NO SUITABLE LOCATION COULD BE FOUND FOR THE AZIMUTH MARK.  BV
 CL2564'076-204 AZMK (GADT) MAY BE USED FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2472 ***********************************************************************
 CL2472  DESIGNATION -  BV 076 206
 CL2472  PID         -  CL2472
 CL2472  STATE/COUNTY-  GA/HOUSTON
 CL2472  USGS QUAD   -  UNADILLA (1973)
 CL2472
 CL2472                         *CURRENT SURVEY CONTROL
 CL2472  ___________________________________________________________________
 CL2472* NAD 83(1994)-  32 20 26.40947(N)    083 42 40.60076(W)     ADJUSTED  
 CL2472* NAVD 88     -       144.     (meters)     472.     (feet)  VERTCON   
 CL2472  ___________________________________________________________________
 CL2472  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CL2472  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CL2472
 CL2472  HORZ ORDER  -  SECOND
 CL2472
 CL2472.The horizontal coordinates were established by classical geodetic methods
 CL2472.and adjusted by the National Geodetic Survey in September 1997..
 CL2472
 CL2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2472
 CL2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2472
 CL2472.The geoid height was determined by GEOID03.
 CL2472
 CL2472;                    North         East     Units Scale Factor Converg.
 CL2472;SPC GA W     -   259,580.966   742,867.150   MT  0.99992265   +0 14 37.0
 CL2472;SPC GA W     -   851,641.89  2,437,223.31   sFT  0.99992265   +0 14 37.0
 CL2472;UTM  17      - 3,581,428.720   244,815.683   MT  1.00040310   -1 27 04.3
 CL2472
 CL2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2472!SPC GA W     -   0.99998161  x   0.99992265  =   0.99990426
 CL2472!UTM  17      -   0.99998161  x   1.00040310  =   1.00038470
 CL2472
 CL2472|---------------------------------------------------------------------|
 CL2472| PID    Reference Object                     Distance      Geod. Az  |
 CL2472|                                                           dddmmss.s |
 CL2472| CL2473 BV 076 206 GADT 1974 PTA             21.950 METERS 01819     |
 CL2472| CL2474 GROVANIA SOU RWY MICROWAVE          APPROX. 4.8 KM 0584821.1 |
 CL2472| CY7478 BV 076 206 AZ MK                                   3585248.3 |
 CL2472|---------------------------------------------------------------------|
 CL2472
 CL2472                          SUPERSEDED SURVEY CONTROL
 CL2472
 CL2472  NAD 83(1986)-  32 20 26.41340(N)    083 42 40.59948(W) AD(       ) 2
 CL2472  NAD 27      -  32 20 25.85674(N)    083 42 40.94519(W) AD(       ) 2
 CL2472  NGVD 29 (07/19/86)  144.     (m)          472.     (f) VERT ANG       
 CL2472
 CL2472.Superseded values are not recommended for survey control.
 CL2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2472.See file dsdata.txt to determine how the superseded data were derived.
 CL2472
 CL2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4481681429(NAD 83)
 CL2472_MARKER: DD = SURVEY DISK
 CL2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2472+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CL2472
 CL2472  HISTORY     - Date     Condition        Report By
 CL2472  HISTORY     - 1974     MONUMENTED       GADT
 CL2472  HISTORY     - 20050929 GOOD             INDIV
 CL2472
 CL2472                          STATION DESCRIPTION
 CL2472
 CL2472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2472'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTH OF ELKO, 5-3/4
 CL2472'MILES NORTH OF UNADILLA, AND 8 MILES SOUTH OF PERRY, ON COUNTY
 CL2472'RIGHT OF WAY.
 CL2472'
 CL2472'TO REACH THE STATION FROM THE COURTHOUSE LOCATED IN PERRY, TRAVEL
 CL2472'SOUTHWEST ALONG U.S. HIGHWAY 41 FOR 0.25 MILE TO THE JUNCTION OF
 CL2472'CARROLL BOULEVARD (U.S. HIGHWAY 41 TO THE LEFT AND U.S. HIGHWAY
 CL2472'41 SPUR TO THE RIGHT) CROSSING.  TURN LEFT, TRAVELING
 CL2472'SOUTHWESTERLY ALONG CARROLL BOULEVARD (U.S. HIGHWAY 41) FOR 0.15
 CL2472'MILE TO THE JUNCTION OF ELKO ROAD (COUNTY ROAD 90676) TO THE
 CL2472'LEFT.  TURN LEFT, TRAVELING SOUTH ALONG ELKO ROAD FOR 1.25 MILES
 CL2472'TO THE JUNCTION OF LIMEROCK ROAD (COUNTY ROAD 92044) TO THE
 CL2472'LEFT.  CONTINUE TRAVELING SOUTHERLY ALONG ELKO ROAD FOR 3.5 MILES
 CL2472'TO THE JUNCTION OF GILBERT ROAD (COUNTY ROAD 258) TO THE RIGHT.
 CL2472'CONTINUE TRAVELING SOUTH ALONG ELKO ROAD FOR 1.25 MILES TO
 CL2472'THE JUNCTION OF GROVANIA ROAD (COUNTY ROAD 91513) TO THE LEFT.
 CL2472'CONTINUE TRAVELING SOUTHERLY ALONG ELKO ROAD FOR 1.2 MILES
 CL2472'TO THE CROSSING OF PYLES ROAD (COUNTY ROAD 114) TO THE LEFT AND
 CL2472'SEWELL ROAD (COUNTY ROAD 92045) TO THE RIGHT.  CONTINUE
 CL2472'TRAVELING SOUTH ALONG ELKO ROAD FOR 0.8 MILE TO THE JUNCTION OF
 CL2472'GROVE PARK ROAD (COUNTY ROAD 259) TO THE RIGHT AND THE AZIMUTH
 CL2472'MARK ON THE RIGHT.  CONTINUE TRAVELING SOUTH ALONG ELKO ROAD FOR
 CL2472'0.7 MILE TO THE STATION ON THE LEFT.
 CL2472'
 CL2472'THE STATION IS A STANDARD BRASS DISK STAMPED 076-206, SET IN
 CL2472'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2472'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2472'STAMPED 076-206, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2472'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2472'LOCATED 46.0 FEET EAST OF THE CENTERLINE OF THE ROADWAY, 2.1
 CL2472'FEET WEST OF A WITNESS POST, 92.0 FEET NORTHEAST OF THE POINT
 CL2472'OF INTERSECTION OF THE CENTERLINES OF THE COUNTY ROAD AND A
 CL2472'FIELD ROAD TO THE EAST, AND 48.0 FEET EAST-NORTHEAST OF A
 CL2472'POWER POLE.
 CL2472'
 CL2472'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-206 AZMK, SET
 CL2472'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2472'SURFACE OF THE GROUND.  IT IS LOCATED 40.5 FEET WEST OF THE
 CL2472'CENTERLINE OF THE ROADWAY, 2.5 FEET EAST OF A WITNESS POST, 91.0
 CL2472'FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2472'THE COUNTY ROADS, AND 6.5 FEET EAST OF A NORTH-SOUTH FENCELINE.
 CL2472
 CL2472                          STATION RECOVERY (2005)
 CL2472
 CL2472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2476 ***********************************************************************
 CL2476  DESIGNATION -  BV 076 207
 CL2476  PID         -  CL2476
 CL2476  STATE/COUNTY-  GA/HOUSTON
 CL2476  USGS QUAD   -  UNADILLA (1973)
 CL2476
 CL2476                         *CURRENT SURVEY CONTROL
 CL2476  ___________________________________________________________________
 CL2476* NAD 83(1994)-  32 21 49.78349(N)    083 40 36.91467(W)     ADJUSTED  
 CL2476* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 CL2476  ___________________________________________________________________
 CL2476  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CL2476  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CL2476
 CL2476  HORZ ORDER  -  SECOND
 CL2476
 CL2476.The horizontal coordinates were established by classical geodetic methods
 CL2476.and adjusted by the National Geodetic Survey in September 1997..
 CL2476
 CL2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2476
 CL2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2476
 CL2476.The geoid height was determined by GEOID03.
 CL2476
 CL2476;                    North         East     Units Scale Factor Converg.
 CL2476;SPC GA W     -   262,163.241   746,089.590   MT  0.99992619   +0 15 43.8
 CL2476;SPC GA W     -   860,113.90  2,447,795.60   sFT  0.99992619   +0 15 43.8
 CL2476;UTM  17      - 3,583,915.693   248,114.653   MT  1.00038247   -1 26 01.3
 CL2476
 CL2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2476!SPC GA W     -   0.99998178  x   0.99992619  =   0.99990797
 CL2476!UTM  17      -   0.99998178  x   1.00038247  =   1.00036424
 CL2476
 CL2476:                Primary Azimuth Mark                     Grid Az
 CL2476:SPC GA W     -  BV 076 207 AZ MK                         077 57 55.6
 CL2476:UTM  17      -  BV 076 207 AZ MK                         079 39 40.7
 CL2476
 CL2476|---------------------------------------------------------------------|
 CL2476| PID    Reference Object                     Distance      Geod. Az  |
 CL2476|                                                           dddmmss.s |
 CL2476| CY7479 BV 076 207 AZ MK                                   0781339.4 |
 CL2476| CL2474 GROVANIA SOU RWY MICROWAVE          APPROX. 0.9 KM 0964022.9 |
 CL2476| CL2475 BV 076 207 GADT 1974 PTA              6.089 METERS 19443     |
 CL2476|---------------------------------------------------------------------|
 CL2476
 CL2476                          SUPERSEDED SURVEY CONTROL
 CL2476
 CL2476  NAD 83(1986)-  32 21 49.78737(N)    083 40 36.91299(W) AD(       ) 2
 CL2476  NAD 27      -  32 21 49.23894(N)    083 40 37.26135(W) AD(       ) 2
 CL2476  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 CL2476
 CL2476.Superseded values are not recommended for survey control.
 CL2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2476.See file dsdata.txt to determine how the superseded data were derived.
 CL2476
 CL2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4811583916(NAD 83)
 CL2476_MARKER: DD = SURVEY DISK
 CL2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2476
 CL2476  HISTORY     - Date     Condition        Report By
 CL2476  HISTORY     - 1974     MONUMENTED       GADT
 CL2476
 CL2476                          STATION DESCRIPTION
 CL2476
 CL2476'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2476'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES SOUTHEAST OF
 CL2476'PERRY, 12-1/2 MILES NORTHEAST OF PINEHURST, AND 13-3/4 MILES
 CL2476'NORTHWEST OF HAWKINSVILLE ON THE PROPERTY OF MR. C. E. PYLES,
 CL2476'ROUTE 1, ELKO, GEORGIA.
 CL2476'
 CL2476'TO REACH THE STATION FROM THE COURTHOUSE IN PERRY, TRAVEL
 CL2476'SOUTHWEST ALONG U.S. HIGHWAY 41 FOR 0.25 MILE TO THE JUNCTION
 CL2476'OF CARROLL BOULEVARD (U.S. HIGHWAY 41 TO THE LEFT AND U.S.
 CL2476'HIGHWAY 41 SPUR TO THE RIGHT) CROSSING.  TURN LEFT, TRAVELING
 CL2476'SOUTHWESTERLY ALONG CARROLL BOULEVARD (U.S. HIGHWAY 41) FOR 0.15
 CL2476'MILE TO THE JUNCTION OF ELKO ROAD (COUNTY ROAD 90676) TO THE
 CL2476'LEFT.  TURN LEFT, TRAVELING SOUTH ALONG ELKO ROAD FOR 1.25
 CL2476'MILES TO THE JUNCTION OF LIMEROCK ROAD (COUNTY ROAD 92044) TO
 CL2476'THE LEFT.  CONTINUE TRAVELING SOUTHERLY ALONG ELKO ROAD
 CL2476'FOR 3.5 MILES TO THE JUNCTION OF GILBERT ROAD (COUNTY ROAD 258)
 CL2476'TO THE RIGHT.  CONTINUE TRAVELING SOUTH ALONG ELKO ROAD
 CL2476'FOR 1.25 MILES TO THE JUNCTION OF GROVANIA ROAD (COUNTY ROAD
 CL2476'91513) TO THE LEFT.  TURN LEFT, TRAVELING ALONG GROVANIA
 CL2476'ROAD SOUTHEASTERLY FOR 3.15 MILES TO THE JUNCTION OF PYLES ROAD
 CL2476'(COUNTY ROAD 114) TO THE RIGHT AND THE AZIMUTH MARK ON THE
 CL2476'LEFT.  TURN RIGHT, TRAVELING ALONG PYLES ROAD SOUTHWESTERLY FOR
 CL2476'0.35 MILE TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT.  TURN
 CL2476'RIGHT, TRAVELING NORTHERLY ON THE FIELD ROAD FOR 0.1 MILE TO
 CL2476'A BARN AND THE STATION.
 CL2476'
 CL2476'THE STATION IS A STANDARD BRASS DISK STAMPED 076-207, SET IN THE
 CL2476'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2476'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2476'076-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 29
 CL2476'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED
 CL2476'APPROXIMATELY 400.0 FEET NORTH OF THE CENTERLINE OF PYLES ROAD, 2.5
 CL2476'FEET EAST OF A WITNESS POST, 3.0 FEET EAST OF THE SOUTHEAST
 CL2476'CORNER OF THE BARN, AND 50.0 FEET SOUTHEAST OF THE NORTHEAST
 CL2476'CORNER OF THE BARN.
 CL2476'
 CL2476'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-207 AZMK, SET IN
 CL2476'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2476'SURFACE OF THE GROUND.  IT IS LOCATED 39.5 FEET NORTH OF THE
 CL2476'CENTERLINE OF GROVANIA ROAD, 49.5 FEET NORTHWEST OF THE POINT OF
 CL2476'INTERSECTION OF THE CENTERLINES OF PYLES ROAD AND GROVANIA ROAD,
 CL2476'1.5 FEET SOUTH OF A WITNESS POST, 2.5 FEET SOUTH OF A POWER
 CL2476'POLE, 40.0 FEET SOUTHWEST OF A 28 INCH PECAN TREE, AND 48.0 FEET
 CL2476'EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2485 ***********************************************************************
 CL2485  DESIGNATION -  BV 076 208
 CL2485  PID         -  CL2485
 CL2485  STATE/COUNTY-  GA/HOUSTON
 CL2485  USGS QUAD   -  PERRY EAST (1985)
 CL2485
 CL2485                         *CURRENT SURVEY CONTROL
 CL2485  ___________________________________________________________________
 CL2485* NAD 83(1994)-  32 24 47.05321(N)    083 40 39.78148(W)     ADJUSTED  
 CL2485* NAVD 88     -        99.8    (meters)     327.     (feet)  VERTCON   
 CL2485  ___________________________________________________________________
 CL2485  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 CL2485  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CL2485
 CL2485  HORZ ORDER  -  SECOND
 CL2485
 CL2485.The horizontal coordinates were established by classical geodetic methods
 CL2485.and adjusted by the National Geodetic Survey in September 1997..
 CL2485
 CL2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2485
 CL2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2485
 CL2485.The geoid height was determined by GEOID03.
 CL2485
 CL2485;                    North         East     Units Scale Factor Converg.
 CL2485;SPC GA W     -   267,623.016   745,989.687   MT  0.99992607   +0 15 43.5
 CL2485;SPC GA W     -   878,026.51  2,447,467.83   sFT  0.99992607   +0 15 43.5
 CL2485;UTM  17      - 3,589,378.523   248,176.508   MT  1.00038208   -1 26 09.8
 CL2485
 CL2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2485!SPC GA W     -   0.99998854  x   0.99992607  =   0.99991462
 CL2485!UTM  17      -   0.99998854  x   1.00038208  =   1.00037062
 CL2485
 CL2485|---------------------------------------------------------------------|
 CL2485| PID    Reference Object                     Distance      Geod. Az  |
 CL2485|                                                           dddmmss.s |
 CL2485| CL2484 BV 076 208 GADT 1974 PTA             21.773 METERS 26708     |
 CL2485| CY7480 BV 076 208 AZ MK                                   2832041.4 |
 CL2485|---------------------------------------------------------------------|
 CL2485
 CL2485                          SUPERSEDED SURVEY CONTROL
 CL2485
 CL2485  NAD 83(1986)-  32 24 47.05704(N)    083 40 39.77968(W) AD(       ) 2
 CL2485  NAD 27      -  32 24 46.51419(N)    083 40 40.12423(W) AD(       ) 2
 CL2485  NGVD 29 (07/19/86)   99.9    (m)          328.     (f) VERT ANG       
 CL2485
 CL2485.Superseded values are not recommended for survey control.
 CL2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2485.See file dsdata.txt to determine how the superseded data were derived.
 CL2485
 CL2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4817789379(NAD 83)
 CL2485_MARKER: DD = SURVEY DISK
 CL2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2485
 CL2485  HISTORY     - Date     Condition        Report By
 CL2485  HISTORY     - 1974     MONUMENTED       GADT
 CL2485
 CL2485                          STATION DESCRIPTION
 CL2485
 CL2485'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2485'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 CL2485'PERRY, 5-3/4 MILES NORTHEAST OF ELKO, AND 11 MILES NORTH OF
 CL2485'UNADILLA, ON COUNTY RIGHT OF WAY.
 CL2485'
 CL2485'TO REACH THE STATION FROM THE COURTHOUSE IN PERRY, TRAVEL EAST
 CL2485'ALONG U.S. HIGHWAY 341 FOR 3.9 MILES TO THE JUNCTION OF COUNTY
 CL2485'ROAD 441 TO THE LEFT.  CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY 341
 CL2485'FOR 1.95 MILES TO THE JUNCTION OF STATE ROUTE 247 SPUR TO THE
 CL2485'LEFT.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY 341 FOR 1.05
 CL2485'MILES TO THE JUNCTION OF LIMEROCK ROAD (COUNTY ROAD 92044) TO
 CL2485'THE RIGHT.  TURN RIGHT ON LIMEROCK ROAD, TRAVELING WEST FOR 1.9
 CL2485'MILES TO A DIRT ROAD ON THE LEFT.  CONTINUE WEST ON LIMEROCK
 CL2485'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CL2485'
 CL2485'THE STATION IS A STANDARD BRASS DISK STAMPED 076-208, SET IN THE
 CL2485'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2485'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2485'076-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.78
 CL2485'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 37.0 FEET
 CL2485'SOUTH OF THE CENTERLINE OF LIMEROCK ROAD, 3.5 FEET NORTH OF A
 CL2485'WITNESS POST SET IN A FENCELINE, 148 FEET SOUTHEAST OF THE
 CL2485'POINT OF INTERSECTION OF THE CENTERLINES OF LIMEROCK ROAD AND A
 CL2485'FIELD ROAD TO THE NORTH, AND 99.0 FEET SOUTHWEST OF A POWER
 CL2485'POLE ON THE NORTH SIDE OF THE ROAD.
 CL2485'
 CL2485'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 CL2485'LIMEROCK ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.  IT IS A
 CL2485'STANDARD DISK STAMPED 076-208 AZMK, SET IN THE TOP OF A 10 INCH
 CL2485'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2485'GROUND.  IT IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF
 CL2485'LIMEROCK ROAD, 3 FEET NORTH OF A WITNESS POST, 22 FEET NORTHWEST
 CL2485'OF A 10 INCH PINE TREE, AND 3.8 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2486 ***********************************************************************
 CL2486  DESIGNATION -  BV 076 209
 CL2486  PID         -  CL2486
 CL2486  STATE/COUNTY-  GA/HOUSTON
 CL2486  USGS QUAD   -  PERRY EAST (1985)
 CL2486
 CL2486                         *CURRENT SURVEY CONTROL
 CL2486  ___________________________________________________________________
 CL2486* NAD 83(1994)-  32 26 32.16866(N)    083 38 00.01473(W)     ADJUSTED  
 CL2486* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 CL2486  ___________________________________________________________________
 CL2486  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CL2486  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CL2486
 CL2486  HORZ ORDER  -  SECOND
 CL2486
 CL2486.The horizontal coordinates were established by classical geodetic methods
 CL2486.and adjusted by the National Geodetic Survey in September 1997..
 CL2486
 CL2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2486
 CL2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2486
 CL2486.The geoid height was determined by GEOID03.
 CL2486
 CL2486;                    North         East     Units Scale Factor Converg.
 CL2486;SPC GA W     -   270,880.688   750,147.843   MT  0.99993100   +0 17 10.0
 CL2486;SPC GA W     -   888,714.39  2,461,110.05   sFT  0.99993100   +0 17 10.0
 CL2486;UTM  17      - 3,592,512.872   252,431.285   MT  1.00035586   -1 24 48.1
 CL2486
 CL2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2486!SPC GA W     -   0.99998911  x   0.99993100  =   0.99992011
 CL2486!UTM  17      -   0.99998911  x   1.00035586  =   1.00034497
 CL2486
 CL2486:                Primary Azimuth Mark                     Grid Az
 CL2486:SPC GA W     -  HAYNEVILLE MUN TANK                      170 05 16.1
 CL2486:UTM  17      -  HAYNEVILLE MUN TANK                      171 47 14.2
 CL2486
 CL2486|---------------------------------------------------------------------|
 CL2486| PID    Reference Object                     Distance      Geod. Az  |
 CL2486|                                                           dddmmss.s |
 CL2486| CL2466 HAYNEVILLE MUN TANK                 APPROX. 6.6 KM 1702226.1 |
 CL2486| CY7481 BV 076 209 AZ MK                                   2262054.6 |
 CL2486|---------------------------------------------------------------------|
 CL2486
 CL2486                          SUPERSEDED SURVEY CONTROL
 CL2486
 CL2486  NAD 83(1986)-  32 26 32.17245(N)    083 38 00.01292(W) AD(       ) 2
 CL2486  NAD 27      -  32 26 31.62937(N)    083 38 00.35986(W) AD(       ) 2
 CL2486  NGVD 29 (07/19/86)   96.4    (m)          316.     (f) VERT ANG       
 CL2486
 CL2486.Superseded values are not recommended for survey control.
 CL2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2486.See file dsdata.txt to determine how the superseded data were derived.
 CL2486
 CL2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5243192513(NAD 83)
 CL2486_MARKER: DD = SURVEY DISK
 CL2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2486+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CL2486
 CL2486  HISTORY     - Date     Condition        Report By
 CL2486  HISTORY     - 1974     MONUMENTED       GADT
 CL2486  HISTORY     - 19980210 GOOD             METRIC
 CL2486  HISTORY     - 20050929 GOOD             INDIV
 CL2486
 CL2486                          STATION DESCRIPTION
 CL2486
 CL2486'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2486'THE STATION IS LOCATED APPROXIMATELY 6 MILES EAST OF PERRY, 9
 CL2486'MILES NORTH-NORTHEAST OF ELKO, AND 14-1/2 MILES NORTHWEST OF
 CL2486'HAWKINSVILLE ON THE PROPERTY OF THE PABST BLUE RIBBON
 CL2486'COMPANY.  PERMISSION FOR ACCESS MAY BE GRANTED BY MR. J. R. RAY,
 CL2486'PLANT MANAGER.
 CL2486'
 CL2486'TO REACH THE STATION FROM THE COURTHOUSE IN PERRY, TRAVEL
 CL2486'SOUTHEASTERLY ALONG U.S. HIGHWAY 341 (MAIN STREET) FOR 3.9 MILES
 CL2486'TO THE JUNCTION OF COUNTY ROAD 441 TO THE LEFT.  CONTINUE
 CL2486'SOUTHEASTERLY ALONG U.S. HIGHWAY 341 FOR 1.95 MILES TO THE
 CL2486'JUNCTION OF STATE ROUTE 247 SPUR TO THE LEFT.  TURN LEFT ON
 CL2486'STATE ROUTE 247 SPUR, TRAVELING NORTHEASTERLY FOR 0.75 MILE TO
 CL2486'THE JUNCTION OF A.E. HARRIS ROAD TO THE RIGHT.  CONTINUE
 CL2486'NORTHEAST ON STATE ROUTE 247 SPUR FOR 0.05 MILE TO THE AZIMUTH
 CL2486'MARK ON THE LEFT.  CONTINUE NORTHEAST ALONG STATE ROUTE 247
 CL2486'SPUR FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 CL2486'
 CL2486'THE STATION IS A STANDARD BRASS DISK STAMPED 076-209, SET IN THE
 CL2486'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2486'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2486'076-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CL2486'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 67.5 FEET
 CL2486'SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 247 SPUR, 75 FEET
 CL2486'NORTHEAST OF A WITNESS POST LOCATED AT A STOP SIGN AT THE
 CL2486'ENTRANCE DRIVE TO THE PABST PLANT, AND 116.4 FEET NORTHEAST OF
 CL2486'THE NORTHWEST NOSE OF A MEDIAN IN THE DRIVEWAY TO THE PABST
 CL2486'PLANT.
 CL2486'
 CL2486'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-209 AZMK, SET
 CL2486'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2486'SURFACE OF THE GROUND.  IT IS LOCATED 51.0 FEET NORTHWEST OF THE
 CL2486'CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST OF A WITNESS POST SET
 CL2486'AT A FENCELINE, 11.7 FEET SOUTHWEST OF A POWER POLE, AND 201.0
 CL2486'FEET NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2486'STATE ROUTE 247 SPUR AND A. E. HARRIS ROAD.
 CL2486
 CL2486                          STATION RECOVERY (1998)
 CL2486
 CL2486'RECOVERY NOTE BY METRIC SURVEYS 1998 (HLB)
 CL2486'RECOVERED IN GOOD CONDITION.
 CL2486
 CL2486                          STATION RECOVERY (2005)
 CL2486
 CL2486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL2486'RECOVERED AS DESCRIBED EXCEPT IT IS NOW PERDUE FOOD PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2552 ***********************************************************************
 CL2552  DESIGNATION -  BV 076 210
 CL2552  PID         -  CL2552
 CL2552  STATE/COUNTY-  GA/HOUSTON
 CL2552  USGS QUAD   -  PERRY WEST (1984)
 CL2552
 CL2552                         *CURRENT SURVEY CONTROL
 CL2552  ___________________________________________________________________
 CL2552* NAD 83(1994)-  32 23 30.10339(N)    083 47 18.82692(W)     ADJUSTED  
 CL2552* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 CL2552  ___________________________________________________________________
 CL2552  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CL2552  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CL2552
 CL2552  HORZ ORDER  -  SECOND
 CL2552
 CL2552.The horizontal coordinates were established by classical geodetic methods
 CL2552.and adjusted by the National Geodetic Survey in September 1997..
 CL2552
 CL2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2552
 CL2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2552
 CL2552.The geoid height was determined by GEOID03.
 CL2552
 CL2552;                    North         East     Units Scale Factor Converg.
 CL2552;SPC GA W     -   265,210.594   735,572.030   MT  0.99991560   +0 12 09.2
 CL2552;SPC GA W     -   870,111.76  2,413,289.24   sFT  0.99991560   +0 12 09.2
 CL2552;UTM  17      - 3,587,274.755   237,686.768   MT  1.00044860   -1 29 40.9
 CL2552
 CL2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2552!SPC GA W     -   0.99998127  x   0.99991560  =   0.99989687
 CL2552!UTM  17      -   0.99998127  x   1.00044860  =   1.00042986
 CL2552
 CL2552:                Primary Azimuth Mark                     Grid Az
 CL2552:SPC GA W     -  PERRY VALLEY DR MUN TANK                 023 15 10.8
 CL2552:UTM  17      -  PERRY VALLEY DR MUN TANK                 024 57 00.9
 CL2552
 CL2552|---------------------------------------------------------------------|
 CL2552| PID    Reference Object                     Distance      Geod. Az  |
 CL2552|                                                           dddmmss.s |
 CL2552| CL2495 PERRY VALLEY DR MUN TANK            APPROX. 9.4 KM 0232720.0 |
 CL2552| CY7482 BV 076 210 AZ MK                                   0245301.3 |
 CL2552| CL2490 PERRY RAD STA WPGA MAST             APPROX. 7.2 KM 0315802.2 |
 CL2552| CL2494 PERRY MACON ST MUN TANK             APPROX. 9.4 KM 0350841.0 |
 CL2552| CL2553 BV 076 210 GADT 1974 PTA             24.362 METERS 07957     |
 CL2552|---------------------------------------------------------------------|
 CL2552
 CL2552                          SUPERSEDED SURVEY CONTROL
 CL2552
 CL2552  NAD 83(1986)-  32 23 30.10754(N)    083 47 18.82555(W) AD(       ) 2
 CL2552  NAD 27      -  32 23 29.55954(N)    083 47 19.15440(W) AD(       ) 2
 CL2552  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 CL2552
 CL2552.Superseded values are not recommended for survey control.
 CL2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2552.See file dsdata.txt to determine how the superseded data were derived.
 CL2552
 CL2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3768787275(NAD 83)
 CL2552_MARKER: DD = SURVEY DISK
 CL2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2552
 CL2552  HISTORY     - Date     Condition        Report By
 CL2552  HISTORY     - 1974     MONUMENTED       GADT
 CL2552
 CL2552                          STATION DESCRIPTION
 CL2552
 CL2552'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2552'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTHWEST OF
 CL2552'PERRY, 6-1/4 MILES NORTHWEST OF ELKO, AND 9-1/2 MILES
 CL2552'NORTH-NORTHEAST OF UNADILLA ON STATE RIGHT OF WAY.
 CL2552'
 CL2552'TO REACH THE STATION FROM THE COURTHOUSE IN PERRY, TRAVEL
 CL2552'SOUTHWESTERLY ON U.S. HIGHWAY 41 (CARROLL STREET) FOR 0.2 MILE TO
 CL2552'THE JUNCTION OF CARROLL BOULEVARD (U.S. HIGHWAY 41 TO THE LEFT
 CL2552'AND U.S. HIGHWAY 41 SPUR TO THE RIGHT) CROSSING.  TURN LEFT, GOING
 CL2552'SOUTHWEST ALONG U.S. HIGHWAY 41 (CARROLL BOULEVARD) FOR 1.05 MILE
 CL2552'TO THE JUNCTION OF U.S. HIGHWAY 41 (MARSHALLVILLE ROAD) TO THE
 CL2552'RIGHT.  TURN RIGHT, GOING WEST ALONG U.S. HIGHWAY 41 FOR 0.3
 CL2552'MILE TO THE JUNCTION OF U.S. HIGHWAY 41 TO THE LEFT AND STATE
 CL2552'ROUTE 127 AHEAD.  TURN LEFT, TRAVELING SOUTH ALONG U.S.
 CL2552'HIGHWAY 41 FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CL2552'CONTINUE SOUTH ALONG U.S. HIGHWAY 41 FOR 0.75 MILE TO THE
 CL2552'STATION ON THE RIGHT.
 CL2552'
 CL2552'THE STATION IS A STANDARD BRASS DISK STAMPED 076-210, SET IN THE
 CL2552'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2552'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2552'076-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 CL2552'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 137 FEET
 CL2552'WEST OF THE CENTERLINE OF U.S. HIGHWAY 41, 4 FEET EAST OF A
 CL2552'FENCE ABOUT 6 FEET HIGH, 2.5 FEET EAST OF A WITNESS POST, 60
 CL2552'FEET SOUTH OF A POWER POLE, AND 275 FEET NORTH OF THE CENTERLINE
 CL2552'OF A DRIVEWAY TO THE WEST.
 CL2552'
 CL2552'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-210 AZMK, SET
 CL2552'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2552'SURFACE OF THE GROUND.  IT IS LOCATED 121 FEET WEST OF THE
 CL2552'CENTERLINE OF THE HIGHWAY, APPROXIMATELY 700 FEET SOUTHWEST OF
 CL2552'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND
 CL2552'A CROOKED TRACK ROAD LEADING PAST THE MARK, 2.5 FEET EAST OF A
 CL2552'WITNESS POST, AND 6.8 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2556 ***********************************************************************
 CL2556  DESIGNATION -  BV 076 211
 CL2556  PID         -  CL2556
 CL2556  STATE/COUNTY-  GA/HOUSTON
 CL2556  USGS QUAD   -  PERRY WEST (1984)
 CL2556
 CL2556                         *CURRENT SURVEY CONTROL
 CL2556  ___________________________________________________________________
 CL2556* NAD 83(1994)-  32 28 19.55373(N)    083 47 18.01966(W)     ADJUSTED  
 CL2556* NAVD 88     -       125.     (meters)     410.     (feet)  VERTCON   
 CL2556  ___________________________________________________________________
 CL2556  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CL2556  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CL2556
 CL2556  HORZ ORDER  -  SECOND
 CL2556
 CL2556.The horizontal coordinates were established by classical geodetic methods
 CL2556.and adjusted by the National Geodetic Survey in September 1997..
 CL2556
 CL2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2556
 CL2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2556
 CL2556.The geoid height was determined by GEOID03.
 CL2556
 CL2556;                    North         East     Units Scale Factor Converg.
 CL2556;SPC GA W     -   274,126.088   735,561.555   MT  0.99991559   +0 12 11.2
 CL2556;SPC GA W     -   899,362.01  2,413,254.87   sFT  0.99991559   +0 12 11.2
 CL2556;UTM  17      - 3,596,191.383   237,940.786   MT  1.00044694   -1 29 52.4
 CL2556
 CL2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2556!SPC GA W     -   0.99998457  x   0.99991559  =   0.99990016
 CL2556!UTM  17      -   0.99998457  x   1.00044694  =   1.00043150
 CL2556
 CL2556|---------------------------------------------------------------------|
 CL2556| PID    Reference Object                     Distance      Geod. Az  |
 CL2556|                                                           dddmmss.s |
 CL2556| CL2557 BV 076 211 GADT 1974 PTA             29.010 METERS 08126     |
 CL2556| CY7483 BV 076 211 AZ MK                                   1200617.1 |
 CL2556| CL2490 PERRY RAD STA WPGA MAST             APPROX. 4.7 KM 1262207.9 |
 CL2556|---------------------------------------------------------------------|
 CL2556
 CL2556                          SUPERSEDED SURVEY CONTROL
 CL2556
 CL2556  NAD 83(1986)-  32 28 19.55785(N)    083 47 18.01813(W) AD(       ) 2
 CL2556  NAD 27      -  32 28 19.01789(N)    083 47 18.34750(W) AD(       ) 2
 CL2556  NGVD 29 (07/19/86)  125.     (m)          410.     (f) VERT ANG       
 CL2556
 CL2556.Superseded values are not recommended for survey control.
 CL2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2556.See file dsdata.txt to determine how the superseded data were derived.
 CL2556
 CL2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR3794196191(NAD 83)
 CL2556_MARKER: DD = SURVEY DISK
 CL2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2556
 CL2556  HISTORY     - Date     Condition        Report By
 CL2556  HISTORY     - 1974     MONUMENTED       GADT
 CL2556
 CL2556                          STATION DESCRIPTION
 CL2556
 CL2556'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2556'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST OF PERRY,
 CL2556'8 MILES SOUTHEAST OF FORT VALLEY, AND 9 MILES EAST OF MARSHALLVILLE
 CL2556'ON CENTRAL OF GEORGIA RAILWAY RIGHT OF WAY.
 CL2556'
 CL2556'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2556'U.S. HIGHWAY 341 IN PERRY, TRAVEL NORTHWEST ON U.S. HIGHWAY 341
 CL2556'FOR 0.1 MILE TO PAVED COUNTY ROAD 205 TO THE LEFT.  TURN LEFT
 CL2556'ON COUNTY ROAD 205, TRAVELING SOUTH TO WEST FOR 1.4 MILES TO
 CL2556'BAY CREEK BRIDGE.  CONTINUE WEST ON COUNTY ROAD 205 FOR 1.0 MILE
 CL2556'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON COUNTY ROAD
 CL2556'205 FOR 0.75 MILE TO THE STATION ON THE LEFT.
 CL2556'
 CL2556'THE STATION IS A STANDARD BRASS DISK STAMPED 076-211, SET IN THE
 CL2556'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2556'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2556'076-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2556'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 94.3 FEET
 CL2556'SOUTH OF THE CENTERLINE OF COUNTY ROAD 205, 2.2 FEET NORTH OF A
 CL2556'WITNESS POST, 16.0 FEET SOUTH OF THE NEAREST RAIL OF THE
 CL2556'CENTRAL OF GEORGIA RAILWAY, 188.0 FEET SOUTHWEST OF A 24 INCH
 CL2556'CEDAR TREE ON THE NORTH SIDE OF THE ROAD, AND 299.0 FEET SOUTHWEST
 CL2556'OF A POWER POLE BETWEEN THE ROAD AND RAILROAD.
 CL2556'
 CL2556'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-211 AZMK, SET IN
 CL2556'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2556'SURFACE OF THE GROUND.  IT IS LOCATED 36.3 FEET SOUTH OF THE
 CL2556'CENTERLINE OF COUNTY ROAD 205, 28 FEET EAST OF THE CENTERLINE OF
 CL2556'A DIRT ROAD TO THE SOUTH, 1.5 FEET NORTH OF A WITNESS POST AND
 CL2556'FENCELINE, AND 8 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2489 ***********************************************************************
 CL2489  DESIGNATION -  BV 076 212
 CL2489  PID         -  CL2489
 CL2489  STATE/COUNTY-  GA/HOUSTON
 CL2489  USGS QUAD   -  PERRY EAST (1985)
 CL2489
 CL2489                         *CURRENT SURVEY CONTROL
 CL2489  ___________________________________________________________________
 CL2489* NAD 83(1994)-  32 26 44.87749(N)    083 41 49.67538(W)     ADJUSTED  
 CL2489* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 CL2489  ___________________________________________________________________
 CL2489  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 CL2489  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CL2489
 CL2489  HORZ ORDER  -  SECOND
 CL2489
 CL2489.The horizontal coordinates were established by classical geodetic methods
 CL2489.and adjusted by the National Geodetic Survey in September 1997..
 CL2489
 CL2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2489
 CL2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2489
 CL2489.The geoid height was determined by GEOID03.
 CL2489
 CL2489;                    North         East     Units Scale Factor Converg.
 CL2489;SPC GA W     -   271,243.975   744,147.584   MT  0.99992403   +0 15 06.9
 CL2489;SPC GA W     -   889,906.27  2,441,424.20   sFT  0.99992403   +0 15 06.9
 CL2489;UTM  17      - 3,593,054.203   246,441.765   MT  1.00039288   -1 26 52.0
 CL2489
 CL2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2489!SPC GA W     -   0.99998681  x   0.99992403  =   0.99991084
 CL2489!UTM  17      -   0.99998681  x   1.00039288  =   1.00037968
 CL2489
 CL2489:                Primary Azimuth Mark                     Grid Az
 CL2489:SPC GA W     -  BV 076 212 AZ MK                         008 36 53.3
 CL2489:UTM  17      -  BV 076 212 AZ MK                         010 18 52.2
 CL2489
 CL2489|---------------------------------------------------------------------|
 CL2489| PID    Reference Object                     Distance      Geod. Az  |
 CL2489|                                                           dddmmss.s |
 CL2489| CY7484 BV 076 212 AZ MK                                   0085200.2 |
 CL2489| CL2490 PERRY RAD STA WPGA MAST             APPROX. 4.8 KM 2712618.3 |
 CL2489|---------------------------------------------------------------------|
 CL2489
 CL2489                          SUPERSEDED SURVEY CONTROL
 CL2489
 CL2489  NAD 83(1986)-  32 26 44.88148(N)    083 41 49.67391(W) AD(       ) 2
 CL2489  NAD 27      -  32 26 44.33689(N)    083 41 50.01213(W) AD(       ) 2
 CL2489  NGVD 29 (07/19/86)  110.9    (m)          364.     (f) VERT ANG       
 CL2489
 CL2489.Superseded values are not recommended for survey control.
 CL2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2489.See file dsdata.txt to determine how the superseded data were derived.
 CL2489
 CL2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4644293054(NAD 83)
 CL2489_MARKER: DD = SURVEY DISK
 CL2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2489
 CL2489  HISTORY     - Date     Condition        Report By
 CL2489  HISTORY     - 1974     MONUMENTED       GADT
 CL2489
 CL2489                          STATION DESCRIPTION
 CL2489
 CL2489'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2489'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST-SOUTHEAST OF
 CL2489'PERRY, 8 MILES NORTH OF ELKO, AND 17-1/2 MILES NORTHWEST OF
 CL2489'HAWKINSVILLE ON COUNTY RIGHT OF WAY.
 CL2489'
 CL2489'TO REACH THE STATION FROM THE COURTHOUSE IN PERRY, TRAVEL EAST
 CL2489'ALONG U.S. HIGHWAY 341 FOR 1.3 MILES TO THE JUNCTION OF FOREST
 CL2489'AVENUE TO THE RIGHT.  CONTINUE TRAVELING EAST ALONG U.S. HIGHWAY
 CL2489'341 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD 275 TO THE
 CL2489'RIGHT.  TURN RIGHT, TRAVELING SOUTH ALONG COUNTY ROAD 275 FOR 0.6
 CL2489'MILE TO THE STATION ON THE RIGHT.
 CL2489'
 CL2489'THE STATION IS A STANDARD BRASS DISK STAMPED 076-212, SET IN THE
 CL2489'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2489'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2489'076-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CL2489'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 19.0 FEET
 CL2489'WEST OF THE CENTERLINE OF THE ROAD, 8.8 FEET NORTH OF A WITNESS
 CL2489'POST, 9.5 FEET NORTH OF A WELL HOUSE, 18.0 FEET NORTH OF A GUY
 CL2489'POLE, 35.0 FEET WEST OF A POWER POLE ON THE EAST SIDE OF THE
 CL2489'ROAD, AND 83.0 FEET SOUTHWEST OF ANOTHER POWER POLE ON THE EAST
 CL2489'SIDE OF THE ROAD.
 CL2489'
 CL2489'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 CL2489'341 AND COUNTY ROAD 275, TRAVEL EASTERLY ON U.S. HIGHWAY 341 FOR
 CL2489'0.1 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED
 CL2489'076-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2489'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 34.8
 CL2489'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 341, 2.8 FEET SOUTH
 CL2489'OF A WITNESS POST AND FENCELINE, AND 12.4 FEET NORTHEAST OF A
 CL2489'POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2666 ***********************************************************************
 CL2666  DESIGNATION -  BV 076 213
 CL2666  PID         -  CL2666
 CL2666  STATE/COUNTY-  GA/HOUSTON
 CL2666  USGS QUAD   -  WARNER ROBINS SW (1985)
 CL2666
 CL2666                         *CURRENT SURVEY CONTROL
 CL2666  ___________________________________________________________________
 CL2666* NAD 83(1994)-  32 31 26.70324(N)    083 44 36.17068(W)     ADJUSTED  
 CL2666* NAVD 88     -       120.6    (meters)     396.     (feet)  VERTCON   
 CL2666  ___________________________________________________________________
 CL2666  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CL2666  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CL2666
 CL2666  HORZ ORDER  -  SECOND
 CL2666
 CL2666.The horizontal coordinates were established by classical geodetic methods
 CL2666.and adjusted by the National Geodetic Survey in September 1997..
 CL2666
 CL2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2666
 CL2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2666
 CL2666.The geoid height was determined by GEOID03.
 CL2666
 CL2666;                    North         East     Units Scale Factor Converg.
 CL2666;SPC GA W     -   279,906.464   739,764.611   MT  0.99991949   +0 13 39.3
 CL2666;SPC GA W     -   918,326.46  2,427,044.39   sFT  0.99991949   +0 13 39.3
 CL2666;UTM  17      - 3,601,847.272   242,315.945   MT  1.00041889   -1 28 32.9
 CL2666
 CL2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2666!SPC GA W     -   0.99998526  x   0.99991949  =   0.99990475
 CL2666!UTM  17      -   0.99998526  x   1.00041889  =   1.00040414
 CL2666
 CL2666:                Primary Azimuth Mark                     Grid Az
 CL2666:SPC GA W     -  BV 076 213 AZ MK                         359 20 53.2
 CL2666:UTM  17      -  BV 076 213 AZ MK                         001 03 05.4
 CL2666
 CL2666|---------------------------------------------------------------------|
 CL2666| PID    Reference Object                     Distance      Geod. Az  |
 CL2666|                                                           dddmmss.s |
 CL2666| CY7485 BV 076 213 AZ MK                                   3593432.5 |
 CL2666|---------------------------------------------------------------------|
 CL2666
 CL2666                          SUPERSEDED SURVEY CONTROL
 CL2666
 CL2666  NAD 83(1986)-  32 31 26.70748(N)    083 44 36.16911(W) AD(       ) 2
 CL2666  NAD 27      -  32 31 26.17453(N)    083 44 36.50179(W) AD(       ) 2
 CL2666  NGVD 29 (07/19/86)  120.7    (m)          396.     (f) VERT ANG       
 CL2666
 CL2666.Superseded values are not recommended for survey control.
 CL2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2666.See file dsdata.txt to determine how the superseded data were derived.
 CL2666
 CL2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4231601847(NAD 83)
 CL2666_MARKER: DD = SURVEY DISK
 CL2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2666
 CL2666  HISTORY     - Date     Condition        Report By
 CL2666  HISTORY     - 1974     MONUMENTED       GADT
 CL2666  HISTORY     - 20040615 MARK NOT FOUND   GADT
 CL2666
 CL2666                          STATION DESCRIPTION
 CL2666
 CL2666'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2666'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTH OF PERRY,
 CL2666'8-3/4 MILES SOUTHEAST OF FORT VALLEY, AND 12-1/2 MILES NORTHEAST
 CL2666'OF MARSHALLVILLE ON COUNTY RIGHT OF WAY.
 CL2666'
 CL2666'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2666'U.S. HIGHWAY 341 IN PERRY, TRAVEL NORTH ON INTERSTATE 75 FOR
 CL2666'1.35 MILES TO A BRIDGE OVER THE HIGHWAY.  CONTINUE NORTH ON
 CL2666'INTERSTATE 75 FOR 1.45 MILES TO ANOTHER BRIDGE OVER THE
 CL2666'HIGHWAY.  CONTINUE NORTH ON INTERSTATE 75 FOR 0.9 MILE TO THE
 CL2666'STATION ON THE LEFT ON TOP OF A 20 FOOT CUT BANK.
 CL2666'
 CL2666'THE STATION IS A STANDARD BRASS DISK STAMPED 076-213, SET IN
 CL2666'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2666'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2666'STAMPED 076-213, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2666'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2666'IS LOCATED IN THE HIGHWAY MEDIAN, 69.5 FEET WEST OF THE
 CL2666'CENTERLINE OF THE NORTHBOUND LANE, 2.0 FEET WEST OF A WITNESS
 CL2666'POST, 95.5 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE,
 CL2666'405 FEET NORTHWEST OF A 6 INCH SCRUB OAK TREE IN THE MEDIAN,
 CL2666'AND 631 FEET SOUTH OF A 6 INCH SCRUB OAK TREE.
 CL2666'
 CL2666'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 CL2666'INTERSTATE 75 EXITING AT STATE ROUTE 96, FOR 1.55 MILES TO THE
 CL2666'JUNCTION OF STATE ROUTE 96 AND THE MARK ON THE LEFT.  IT IS A
 CL2666'STANDARD DISK STAMPED 076-213 AZMK, SET IN THE TOP OF A 10 INCH
 CL2666'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2666'GROUND.  IT IS LOCATED 21 FEET SOUTH OF THE CENTERLINE OF STATE
 CL2666'ROUTE 96, 3.5 FEET EAST OF A WITNESS POST SET AT THE EAST END
 CL2666'OF THE SOUTHEAST WING WALL OF THE STATE ROUTE 96 BRIDGE OVER
 CL2666'INTERSTATE 75, AND 37.2 FEET SOUTH-SOUTHEAST OF THE EAST END
 CL2666'OF THE NORTHEAST WING WALL OF THE BRIDGE.
 CL2666
 CL2666                          STATION RECOVERY (2004)
 CL2666
 CL2666'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 CL2666'THERE IS NO LONGER A 20 FOOT CUT BANK IN THE MEDIAN AS ONCE DESCRIBED,
 CL2666'BUT RATHER A V-SHAPED MEDIAN WITH CONCRETE DRAIN RUNNING DOWN THE
 CL2666'CENTER. THE AZIMUTH MARK LIKELY WILL BE DESTROYED SOON. PRESENTLY IT
 CL2666'IS LOCATED IN A BRIDGE CONSTRUCTION AREA AT THE VERY EDGE OF STEEP
 CL2666'CONSTRUCTION CUT, AND CANNOT BE OCCUPIED BY INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2663 ***********************************************************************
 CL2663  DESIGNATION -  BV 076 214 GADT 1974
 CL2663  PID         -  CL2663
 CL2663  STATE/COUNTY-  GA/HOUSTON
 CL2663  USGS QUAD   -  WARNER ROBINS SW (1985)
 CL2663
 CL2663                         *CURRENT SURVEY CONTROL
 CL2663  ___________________________________________________________________
 CL2663* NAD 83(1994)-  32 30 39.67757(N)    083 44 33.76999(W)     ADJUSTED  
 CL2663* NAVD 88     -       129.1    (meters)     424.     (feet)  VERTCON   
 CL2663  ___________________________________________________________________
 CL2663  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CL2663  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CL2663
 CL2663  HORZ ORDER  -  SECOND
 CL2663
 CL2663.The horizontal coordinates were established by classical geodetic methods
 CL2663.and adjusted by the National Geodetic Survey in September 1997..
 CL2663
 CL2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2663
 CL2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2663
 CL2663.The geoid height was determined by GEOID03.
 CL2663
 CL2663;                    North         East     Units Scale Factor Converg.
 CL2663;SPC GA W     -   278,458.243   739,833.020   MT  0.99991956   +0 13 40.3
 CL2663;SPC GA W     -   913,575.09  2,427,268.83   sFT  0.99991956   +0 13 40.3
 CL2663;UTM  17      - 3,600,396.933   242,341.295   MT  1.00041873   -1 28 29.7
 CL2663
 CL2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2663!SPC GA W     -   0.99998392  x   0.99991956  =   0.99990348
 CL2663!UTM  17      -   0.99998392  x   1.00041873  =   1.00040265
 CL2663
 CL2663:                Primary Azimuth Mark                     Grid Az
 CL2663:SPC GA W     -  BV 076 215 AZ MK                         180 17 21.9
 CL2663:UTM  17      -  BV 076 215 AZ MK                         181 59 31.9
 CL2663
 CL2663|---------------------------------------------------------------------|
 CL2663| PID    Reference Object                     Distance      Geod. Az  |
 CL2663|                                                           dddmmss.s |
 CL2663| CY7486 BV 076 215 AZ MK                                   1803102.2 |
 CL2663| CL2490 PERRY RAD STA WPGA MAST             APPROX. 7.1 KM 1835732.0 |
 CL2663|---------------------------------------------------------------------|
 CL2663
 CL2663                          SUPERSEDED SURVEY CONTROL
 CL2663
 CL2663  NAD 83(1986)-  32 30 39.68174(N)    083 44 33.76843(W) AD(       ) 2
 CL2663  NAD 27      -  32 30 39.14686(N)    083 44 34.10099(W) AD(       ) 2
 CL2663  NGVD 29 (07/19/86)  129.2    (m)          424.     (f) VERT ANG       
 CL2663
 CL2663.Superseded values are not recommended for survey control.
 CL2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2663.See file dsdata.txt to determine how the superseded data were derived.
 CL2663
 CL2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4234100397(NAD 83)
 CL2663_MARKER: DD = SURVEY DISK
 CL2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2663+STABILITY: SURFACE MOTION
 CL2663
 CL2663  HISTORY     - Date     Condition        Report By
 CL2663  HISTORY     - 1974     MONUMENTED       GADT
 CL2663
 CL2663                          STATION DESCRIPTION
 CL2663
 CL2663'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2663'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH OF PERRY,
 CL2663'9 MILES SOUTHEAST OF FORT VALLEY, AND 12-1/4 MILES
 CL2663'EAST-NORTHEAST OF MARSHALLVILLE ON STATE RIGHT OF WAY.
 CL2663'
 CL2663'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2663'U.S. HIGHWAY 341 IN PERRY, TRAVEL NORTH ON INTERSTATE 75 FOR
 CL2663'1.35 MILES TO A BRIDGE OVER THE HIGHWAY.  CONTINUE NORTH ON
 CL2663'INTERSTATE 75 FOR 1.45 MILES TO THE JUNCTION OF THE COUNTY ROAD
 CL2663'196 BRIDGE OVER THE HIGHWAY AND THE STATION ON THE RIGHT.
 CL2663'
 CL2663'THE STATION IS A STANDARD BRASS DISK STAMPED 076-214, SET IN
 CL2663'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2663'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2663'STAMPED 076-214, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2663'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2663'IS LOCATED 17 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 195,
 CL2663'2.6 FEET EAST OF A WITNESS POST SET AT THE EAST END OF THE
 CL2663'SOUTHEAST WING WALL OF THE BRIDGE, 46.2 FEET WEST OF THE EAST
 CL2663'END OF A GUARDRAIL, AND 31.2 FEET SOUTH-SOUTHEAST OF THE EAST
 CL2663'END OF THE NORTHEAST WING WALL OF THE BRIDGE.
 CL2663'
 CL2663'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 CL2663'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2496 ***********************************************************************
 CL2496  DESIGNATION -  BV 076 215
 CL2496  PID         -  CL2496
 CL2496  STATE/COUNTY-  GA/HOUSTON
 CL2496  USGS QUAD   -  PERRY EAST (1985)
 CL2496
 CL2496                         *CURRENT SURVEY CONTROL
 CL2496  ___________________________________________________________________
 CL2496* NAD 83(1994)-  32 28 46.84652(N)    083 44 30.74458(W)     ADJUSTED  
 CL2496* NAVD 88     -       121.4    (meters)     398.     (feet)  VERTCON   
 CL2496  ___________________________________________________________________
 CL2496  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CL2496  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CL2496
 CL2496  HORZ ORDER  -  SECOND
 CL2496
 CL2496.The horizontal coordinates were established by classical geodetic methods
 CL2496.and adjusted by the National Geodetic Survey in September 1997..
 CL2496
 CL2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2496
 CL2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2496
 CL2496.The geoid height was determined by GEOID03.
 CL2496
 CL2496;                    North         East     Units Scale Factor Converg.
 CL2496;SPC GA W     -   274,983.181   739,925.823   MT  0.99991965   +0 13 41.2
 CL2496;SPC GA W     -   902,173.99  2,427,573.30   sFT  0.99991965   +0 13 41.2
 CL2496;UTM  17      - 3,596,918.913   242,330.836   MT  1.00041880   -1 28 23.5
 CL2496
 CL2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2496!SPC GA W     -   0.99998513  x   0.99991965  =   0.99990478
 CL2496!UTM  17      -   0.99998513  x   1.00041880  =   1.00040392
 CL2496
 CL2496:                Primary Azimuth Mark                     Grid Az
 CL2496:SPC GA W     -  PERRY RAD STA WPGA MAST                  188 41 48.0
 CL2496:UTM  17      -  PERRY RAD STA WPGA MAST                  190 23 52.7
 CL2496
 CL2496|---------------------------------------------------------------------|
 CL2496| PID    Reference Object                     Distance      Geod. Az  |
 CL2496|                                                           dddmmss.s |
 CL2496| CL2490 PERRY RAD STA WPGA MAST             APPROX. 3.7 KM 1885529.2 |
 CL2496| CY7486 BV 076 215 AZ MK                                   3545630.4 |
 CL2496|---------------------------------------------------------------------|
 CL2496
 CL2496                          SUPERSEDED SURVEY CONTROL
 CL2496
 CL2496  NAD 83(1986)-  32 28 46.85064(N)    083 44 30.74307(W) AD(       ) 2
 CL2496  NAD 27      -  32 28 46.31200(N)    083 44 31.07554(W) AD(       ) 2
 CL2496  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG       
 CL2496
 CL2496.Superseded values are not recommended for survey control.
 CL2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2496.See file dsdata.txt to determine how the superseded data were derived.
 CL2496
 CL2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR4233196919(NAD 83)
 CL2496_MARKER: DD = SURVEY DISK
 CL2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2496
 CL2496  HISTORY     - Date     Condition        Report By
 CL2496  HISTORY     - 1974     MONUMENTED       GADT
 CL2496
 CL2496                          STATION DESCRIPTION
 CL2496
 CL2496'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2496'THE STATION IS LOCATED ON THE NORTH SIDE OF PERRY, ON STATE RIGHT
 CL2496'OF WAY.
 CL2496'
 CL2496'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2496'U.S. HIGHWAY 341 IN PERRY, TRAVEL NORTH ON INTERSTATE 75 FOR 0.6
 CL2496'MILE TO THE STATION ON THE RIGHT.
 CL2496'
 CL2496'THE STATION IS A STANDARD BRASS DISK STAMPED 076-215, SET IN THE
 CL2496'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2496'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2496'076-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CL2496'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 99.5 FEET
 CL2496'EAST OF THE CENTERLINE OF THE INTERSTATE 75 NORTHBOUND LANE, 191
 CL2496'FEET SOUTHWEST OF AN 8 INCH PINE TREE ON THE RIGHT OF WAY
 CL2496'FENCELINE, AND 6 FEET WEST OF A WITNESS POST AND THE
 CL2496'FENCELINE.
 CL2496'
 CL2496'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON INTERSTATE 75 FOR
 CL2496'0.75 MILE TO THE COUNTY ROAD 92046 OVERPASS AND THE MARK ON THE
 CL2496'LEFT.  IT IS A STANDARD DISK STAMPED 076-215 AZMK, SET IN THE TOP
 CL2496'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2496'THE GROUND.  IT IS LOCATED 18 FEET SOUTH OF THE CENTERLINE OF
 CL2496'COUNTY ROAD 92046, 3.5 FEET WEST OF A WITNESS POST SET AT THE
 CL2496'WEST END OF THE SOUTHWEST WING WALL OF THE BRIDGE OVER INTERSTATE
 CL2496'75, 32 FEET SOUTHWEST OF THE WEST END OF THE NORTHWEST WING WALL
 CL2496'OF THE BRIDGE, AND 46 FEET EAST OF THE WEST END OF A GUARD
 CL2496'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2665 ***********************************************************************
 CL2665  DESIGNATION -  BV 076 216
 CL2665  PID         -  CL2665
 CL2665  STATE/COUNTY-  GA/HOUSTON
 CL2665  USGS QUAD   -  WARNER ROBINS SW (1985)
 CL2665
 CL2665                         *CURRENT SURVEY CONTROL
 CL2665  ___________________________________________________________________
 CL2665* NAD 83(1994)-  32 30 42.77388(N)    083 39 44.49555(W)     ADJUSTED  
 CL2665* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 CL2665  ___________________________________________________________________
 CL2665  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CL2665  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CL2665
 CL2665  HORZ ORDER  -  SECOND
 CL2665
 CL2665.The horizontal coordinates were established by classical geodetic methods
 CL2665.and adjusted by the National Geodetic Survey in September 1997..
 CL2665
 CL2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2665
 CL2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2665
 CL2665.The geoid height was determined by GEOID03.
 CL2665
 CL2665;                    North         East     Units Scale Factor Converg.
 CL2665;SPC GA W     -   278,586.486   747,382.408   MT  0.99992768   +0 16 15.8
 CL2665;SPC GA W     -   913,995.83  2,452,037.12   sFT  0.99992768   +0 16 15.8
 CL2665;UTM  17      - 3,600,300.748   249,894.720   MT  1.00037142   -1 25 54.1
 CL2665
 CL2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2665!SPC GA W     -   0.99998838  x   0.99992768  =   0.99991606
 CL2665!UTM  17      -   0.99998838  x   1.00037142  =   1.00035979
 CL2665
 CL2665:                Primary Azimuth Mark                     Grid Az
 CL2665:SPC GA W     -  BV 076 216 AZ MK                         181 39 56.0
 CL2665:UTM  17      -  BV 076 216 AZ MK                         183 22 05.9
 CL2665
 CL2665|---------------------------------------------------------------------|
 CL2665| PID    Reference Object                     Distance      Geod. Az  |
 CL2665|                                                           dddmmss.s |
 CL2665| CY7487 BV 076 216 AZ MK                                   1815611.8 |
 CL2665| CL2664 BV 076 216 GADT 1974 PTA             27.413 METERS 18200     |
 CL2665|---------------------------------------------------------------------|
 CL2665
 CL2665                          SUPERSEDED SURVEY CONTROL
 CL2665
 CL2665  NAD 83(1986)-  32 30 42.77804(N)    083 39 44.49360(W) AD(       ) 2
 CL2665  NAD 27      -  32 30 42.24719(N)    083 39 44.82551(W) AD(       ) 2
 CL2665  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 CL2665
 CL2665.Superseded values are not recommended for survey control.
 CL2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2665.See file dsdata.txt to determine how the superseded data were derived.
 CL2665
 CL2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4989500301(NAD 83)
 CL2665_MARKER: DD = SURVEY DISK
 CL2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2665
 CL2665  HISTORY     - Date     Condition        Report By
 CL2665  HISTORY     - 1974     MONUMENTED       GADT
 CL2665
 CL2665                          STATION DESCRIPTION
 CL2665
 CL2665'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2665'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTHEAST OF
 CL2665'PERRY, 13-1/4 MILES EAST OF FORT VALLEY, AND 5-3/4 MILES
 CL2665'SOUTHWEST OF BONAIRE ON COUNTY RIGHT OF WAY.
 CL2665'
 CL2665'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 247 AND
 CL2665'STATE ROUTE 96, IN BONAIRE, TRAVEL WEST ON STATE ROUTE 96 FOR
 CL2665'0.45 MILE TO A CROSSROAD.  CONTINUE WEST ON STATE ROUTE 96 FOR
 CL2665'1.3 MILES TO A PAVED CROSSROADS (COUNTY ROAD 156).  TURN
 CL2665'LEFT ON COUNTY ROAD 156, TRAVELING SOUTH FOR 3.85 MILES TO ITS
 CL2665'TERMINATION AT THE JUNCTION OF STATE ROUTE 127 CROSSING.  TURN
 CL2665'RIGHT ON STATE ROUTE 127, TRAVELING WEST FOR 0.65 MILE TO THE
 CL2665'JUNCTION OF HOUSTON LAKE ROAD (COUNTY ROAD 90668) AND COUNTY
 CL2665'ROAD 188 TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN
 CL2665'RIGHT ON HOUSTON LAKE ROAD, TRAVELING NORTH FOR 0.4 MILE TO
 CL2665'THE STATION ON THE RIGHT.
 CL2665'
 CL2665'THE STATION IS A STANDARD BRASS DISK STAMPED 076-216, SET IN
 CL2665'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2665'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2665'STAMPED 076-216, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2665'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT
 CL2665'IS LOCATED 38 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 CL2665'WEST OF A WITNESS POST, 122 FEET NORTH-NORTHWEST OF THE
 CL2665'NORTHWEST CORNER OF A HOUSE, 116.5 FEET NORTHWEST OF A POWER
 CL2665'POLE BEHIND THE HOUSE, AND 93 FEET EAST-NORTHEAST OF A POWER
 CL2665'POLE ON THE WEST SIDE OF THE ROAD.
 CL2665'
 CL2665'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-216 AZMK, SET
 CL2665'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2665'SURFACE OF THE GROUND.  IT IS LOCATED 38 FEET SOUTH OF THE
 CL2665'CENTERLINE OF MOODY ROAD, 65.8 FEET NORTHEAST OF A POWER POLE, 2
 CL2665'FEET NORTH OF A WITNESS POST, AND 82 FEET SOUTHEAST OF A POWER
 CL2665'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2668 ***********************************************************************
 CL2668  DESIGNATION -  BV 076 217
 CL2668  PID         -  CL2668
 CL2668  STATE/COUNTY-  GA/HOUSTON
 CL2668  USGS QUAD   -  WARNER ROBINS SW (1985)
 CL2668
 CL2668                         *CURRENT SURVEY CONTROL
 CL2668  ___________________________________________________________________
 CL2668* NAD 83(1994)-  32 33 16.58144(N)    083 40 50.11288(W)     ADJUSTED  
 CL2668* NAVD 88     -       129.     (meters)     423.     (feet)  VERTCON   
 CL2668  ___________________________________________________________________
 CL2668  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CL2668  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CL2668
 CL2668  HORZ ORDER  -  SECOND
 CL2668
 CL2668.The horizontal coordinates were established by classical geodetic methods
 CL2668.and adjusted by the National Geodetic Survey in September 1997..
 CL2668
 CL2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2668
 CL2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2668
 CL2668.The geoid height was determined by GEOID03.
 CL2668
 CL2668;                    North         East     Units Scale Factor Converg.
 CL2668;SPC GA W     -   283,316.093   745,648.244   MT  0.99992569   +0 15 41.6
 CL2668;SPC GA W     -   929,512.88  2,446,347.61   sFT  0.99992569   +0 15 41.6
 CL2668;UTM  17      - 3,605,081.974   248,301.226   MT  1.00038128   -1 26 35.5
 CL2668
 CL2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2668!SPC GA W     -   0.99998398  x   0.99992569  =   0.99990967
 CL2668!UTM  17      -   0.99998398  x   1.00038128  =   1.00036525
 CL2668
 CL2668:                Primary Azimuth Mark                     Grid Az
 CL2668:SPC GA W     -  BV 076 217 AZ MK                         089 46 09.7
 CL2668:UTM  17      -  BV 076 217 AZ MK                         091 28 26.8
 CL2668
 CL2668|---------------------------------------------------------------------|
 CL2668| PID    Reference Object                     Distance      Geod. Az  |
 CL2668|                                                           dddmmss.s |
 CL2668| CY7488 BV 076 217 AZ MK                                   0900151.3 |
 CL2668| CL2658 BONAIRE MUN TANK                    APPROX. 6.4 KM 0990229.5 |
 CL2668| CL2667 BV 076 217 GADT 1974 PTA             20.436 METERS 24332     |
 CL2668|---------------------------------------------------------------------|
 CL2668
 CL2668                          SUPERSEDED SURVEY CONTROL
 CL2668
 CL2668  NAD 83(1986)-  32 33 16.58555(N)    083 40 50.11088(W) AD(       ) 2
 CL2668  NAD 27      -  32 33 16.05712(N)    083 40 50.43987(W) AD(       ) 2
 CL2668  NGVD 29 (07/19/86)  129.     (m)          423.     (f) VERT ANG       
 CL2668
 CL2668.Superseded values are not recommended for survey control.
 CL2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2668.See file dsdata.txt to determine how the superseded data were derived.
 CL2668
 CL2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4830105082(NAD 83)
 CL2668_MARKER: DD = SURVEY DISK
 CL2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2668
 CL2668  HISTORY     - Date     Condition        Report By
 CL2668  HISTORY     - 1974     MONUMENTED       GADT
 CL2668
 CL2668                          STATION DESCRIPTION
 CL2668
 CL2668'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2668'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHWEST OF
 CL2668'WARNER ROB INS, 8-1/4 MILES SOUTHEAST OF BYRON, AND 12 MILES EAST
 CL2668'OF FORT VALLEY ON STATE RIGHT OF WAY.
 CL2668'
 CL2668'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2668'U.S. HIGHWAY 341 IN PERRY, TRAVEL NORTH ALONG INTERSTATE 75 FOR
 CL2668'5.1 MILES TO THE JUNCTION OF STATE ROUTE 96 CROSSING.  EXIT FROM
 CL2668'INTERSTATE 75, TRAVELING EAST ALONG STATE ROUTE 96 FOR 1.4 MILES
 CL2668'TO THE JUNCTION OF U.S. HIGHWAY 41.  CONTINUE EAST ALONG STATE
 CL2668'ROUTE 96 FOR 1.8 MILES TO THE CROSSING OF LAKE JOY ROAD (COUNTY
 CL2668'ROAD 92043).  CONTINUE EASTERLY ON STATE ROUTE 96 FOR 0.75 MILE
 CL2668'TO THE STATION ON THE LEFT.
 CL2668'
 CL2668'THE STATION IS A STANDARD BRASS DISK STAMPED 076-217, SET IN THE
 CL2668'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2668'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2668'076-217, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 CL2668'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 46.0 FEET
 CL2668'NORTH OF THE CENTERLINE OF STATE ROUTE 96, 2.1 FEET SOUTH OF A
 CL2668'WITNESS POST, 61.5 FEET SOUTHWEST OF AN 8 INCH PECAN TREE,
 CL2668'173.0 FEET SOUTHWEST OF A POWER POLE, AND 140.0 FEET SOUTHEAST
 CL2668'OF A 12 INCH PINE TREE.
 CL2668'
 CL2668'TO REACH THE AZIMUTH MARK, CONTINUE EASTERLY ALONG STATE ROUTE
 CL2668'96 FOR 0.45 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 CL2668'STAMPED 076-217 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2668'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 CL2668'56.5 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2668'CENTERLINES OF STATE ROUTE 96 AND AIR PARK DRIVE (COUNTY ROAD 414)
 CL2668'TO THE NORTH, 40 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 CL2668'96, 3.5 FEET EAST-SOUTHEAST OF A WITNESS POST, 3 FEET SOUTHEAST
 CL2668'OF THE SOUTHEAST CORNER OF THE SOUTH END OF A BRICK AIR ESTATES
 CL2668'SIGN, AND 16.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE EAST
 CL2668'END OF THE BRICK SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2670 ***********************************************************************
 CL2670  DESIGNATION -  BV 076 218
 CL2670  PID         -  CL2670
 CL2670  STATE/COUNTY-  GA/HOUSTON
 CL2670  USGS QUAD   -  WARNER ROBINS SW (1985)
 CL2670
 CL2670                         *CURRENT SURVEY CONTROL
 CL2670  ___________________________________________________________________
 CL2670* NAD 83(1994)-  32 35 48.03020(N)    083 38 37.48116(W)     ADJUSTED  
 CL2670* NAVD 88     -       129.     (meters)     423.     (feet)  VERTCON   
 CL2670  ___________________________________________________________________
 CL2670  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2670  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CL2670
 CL2670  HORZ ORDER  -  SECOND
 CL2670
 CL2670.The horizontal coordinates were established by classical geodetic methods
 CL2670.and adjusted by the National Geodetic Survey in September 1997..
 CL2670
 CL2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2670
 CL2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2670
 CL2670.The geoid height was determined by GEOID03.
 CL2670
 CL2670;                    North         East     Units Scale Factor Converg.
 CL2670;SPC GA W     -   287,997.437   749,085.243   MT  0.99992970   +0 16 54.2
 CL2670;SPC GA W     -   944,871.59  2,457,623.83   sFT  0.99992970   +0 16 54.2
 CL2670;UTM  17      - 3,609,660.963   251,877.629   MT  1.00035922   -1 25 29.9
 CL2670
 CL2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2670!SPC GA W     -   0.99998400  x   0.99992970  =   0.99991370
 CL2670!UTM  17      -   0.99998400  x   1.00035922  =   1.00034322
 CL2670
 CL2670:                Primary Azimuth Mark                     Grid Az
 CL2670:SPC GA W     -  BV 076 218 AZ MK                         176 45 35.6
 CL2670:UTM  17      -  BV 076 218 AZ MK                         178 27 59.7
 CL2670
 CL2670|---------------------------------------------------------------------|
 CL2670| PID    Reference Object                     Distance      Geod. Az  |
 CL2670|                                                           dddmmss.s |
 CL2670| CY7489 BV 076 218 AZ MK                                   1770229.8 |
 CL2670| CL2669 BV 076 218 GADT 1974 PTA             15.231 METERS 21142     |
 CL2670|---------------------------------------------------------------------|
 CL2670
 CL2670                          SUPERSEDED SURVEY CONTROL
 CL2670
 CL2670  NAD 83(1986)-  32 35 48.03427(N)    083 38 37.47920(W) AD(       ) 2
 CL2670  NAD 27      -  32 35 47.51102(N)    083 38 37.81256(W) AD(       ) 2
 CL2670  NGVD 29 (07/19/86)  129.     (m)          423.     (f) VERT ANG       
 CL2670
 CL2670.Superseded values are not recommended for survey control.
 CL2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2670.See file dsdata.txt to determine how the superseded data were derived.
 CL2670
 CL2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5187809661(NAD 83)
 CL2670_MARKER: DD = SURVEY DISK
 CL2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2670+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CL2670
 CL2670  HISTORY     - Date     Condition        Report By
 CL2670  HISTORY     - 1974     MONUMENTED       GADT
 CL2670  HISTORY     - 20050929 GOOD             INDIV
 CL2670
 CL2670                          STATION DESCRIPTION
 CL2670
 CL2670'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2670'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF WARNER ROBINS
 CL2670'ON THE PROPERTY OF MRS. RUBY A. SYLVESTER, 314 PALMINO LANE,
 CL2670'WARNER ROBINS.
 CL2670'
 CL2670'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 247 CONN AND
 CL2670'U.S. HIGHWAY 41, LOCATED 6-1/2 MILES EAST OF WARNER ROBINS, TRAVEL
 CL2670'EAST ALONG STATE ROUTE 247 CONN FOR 1.65 MILES TO THE JUNCTION OF
 CL2670'HOUSTON LAKE ROAD (COUNTY ROAD 90668) CROSSING.  TURN RIGHT,
 CL2670'TRAVELING SOUTHEASTERLY ALONG HOUSTON LAKE ROAD FOR 1.25 MILES
 CL2670'TO THE JUNCTION OF CORDER ROAD TO THE LEFT.  TURN LEFT ON CORDER
 CL2670'ROAD, TRAVELING EASTERLY FOR 0.7 MILE TO THE JUNCTION OF WATSON
 CL2670'ROAD FORKING TO THE RIGHT AND CORDER ROAD FORKING TO THE LEFT.
 CL2670'TURN RIGHT ON WATSON ROAD, TRAVELING SOUTHEASTERLY FOR 1.25 MILES
 CL2670'TO THE JUNCTION OF DONNA DRIVE TO THE LEFT.  TURN LEFT ON DONNA
 CL2670'DRIVE, TRAVELING NORTH FOR 0.05 MILE TO THE AZIMUTH MARK ON
 CL2670'THE RIGHT.  CONTINUE NORTH ALONG DONNA DRIVE FOR 0.15
 CL2670'MILE TO THE STATION ON THE LEFT.
 CL2670'
 CL2670'THE STATION IS A STANDARD BRASS DISK STAMPED 076-218, SET IN
 CL2670'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2670'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2670'STAMPED 076-218, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2670'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2670'LOCATED 36.0 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2670'CENTERLINES OF PALMINO LANE AND DONNA DRIVE, 2.5 FEET SOUTHWEST
 CL2670'OF A WITNESS POST, 66.6 FEET NORTH OF THE SOUTHEAST CORNER OF
 CL2670'THE SYLVESTER RESIDENCE, AND 50.8 FEET NORTH OF THE NORTHEAST
 CL2670'CORNER OF THE RESIDENCE.
 CL2670'
 CL2670'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 076-218 AZMK, SET IN
 CL2670'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2670'SURFACE OF THE GROUND.  IT IS LOCATED 22 FEET EAST OF THE
 CL2670'CENTERLINE OF DONNA DRIVE, 1.5 FEET SOUTHWEST OF A POWER POLE,
 CL2670'2 FEET WEST OF A WITNESS POST, 107 FEET NORTHEAST OF THE
 CL2670'NORTHEAST CORNER OF THE MARKET BASKET STORE, AND 39.0 FEET
 CL2670'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.
 CL2670
 CL2670                          STATION RECOVERY (2005)
 CL2670
 CL2670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL2670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2673 ***********************************************************************
 CL2673  DESIGNATION -  BV 076 219
 CL2673  PID         -  CL2673
 CL2673  STATE/COUNTY-  GA/HOUSTON
 CL2673  USGS QUAD   -  WARNER ROBINS SW (1985)
 CL2673
 CL2673                         *CURRENT SURVEY CONTROL
 CL2673  ___________________________________________________________________
 CL2673* NAD 83(1994)-  32 37 11.47236(N)    083 42 32.97644(W)     ADJUSTED  
 CL2673* NAVD 88     -       141.     (meters)     463.     (feet)  VERTCON   
 CL2673  ___________________________________________________________________
 CL2673  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CL2673  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CL2673
 CL2673  HORZ ORDER  -  SECOND
 CL2673
 CL2673.The horizontal coordinates were established by classical geodetic methods
 CL2673.and adjusted by the National Geodetic Survey in September 1997..
 CL2673
 CL2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2673
 CL2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2673
 CL2673.The geoid height was determined by GEOID03.
 CL2673
 CL2673;                    North         East     Units Scale Factor Converg.
 CL2673;SPC GA W     -   290,539.336   742,933.764   MT  0.99992272   +0 14 47.9
 CL2673;SPC GA W     -   953,211.14  2,437,441.86   sFT  0.99992272   +0 14 47.9
 CL2673;UTM  17      - 3,612,386.234   245,801.867   MT  1.00039686   -1 27 40.3
 CL2673
 CL2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2673!SPC GA W     -   0.99998210  x   0.99992272  =   0.99990482
 CL2673!UTM  17      -   0.99998210  x   1.00039686  =   1.00037895
 CL2673
 CL2673:                Primary Azimuth Mark                     Grid Az
 CL2673:SPC GA W     -  BV 076 219 AZ MK                         301 12 29.7
 CL2673:UTM  17      -  BV 076 219 AZ MK                         302 54 57.9
 CL2673
 CL2673|---------------------------------------------------------------------|
 CL2673| PID    Reference Object                     Distance      Geod. Az  |
 CL2673|                                                           dddmmss.s |
 CL2673| CY7490 BV 076 219 AZ MK                                   3012717.6 |
 CL2673| CL2674 BV 076 219 GADT 1974 PTA             15.439 METERS 35650     |
 CL2673|---------------------------------------------------------------------|
 CL2673
 CL2673                          SUPERSEDED SURVEY CONTROL
 CL2673
 CL2673  NAD 83(1986)-  32 37 11.47676(N)    083 42 32.97463(W) AD(       ) 2
 CL2673  NAD 27      -  32 37 10.95445(N)    083 42 33.30166(W) AD(       ) 2
 CL2673  NGVD 29 (07/19/86)  141.     (m)          463.     (f) VERT ANG       
 CL2673
 CL2673.Superseded values are not recommended for survey control.
 CL2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2673.See file dsdata.txt to determine how the superseded data were derived.
 CL2673
 CL2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4580212386(NAD 83)
 CL2673_MARKER: DD = SURVEY DISK
 CL2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2673
 CL2673  HISTORY     - Date     Condition        Report By
 CL2673  HISTORY     - 1974     MONUMENTED       GADT
 CL2673
 CL2673                          STATION DESCRIPTION
 CL2673
 CL2673'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2673'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHEAST OF
 CL2673'BYRON, 6-1/4 MILES WEST OF WARNER ROBINS, AND 11-1/4 MILES
 CL2673'NORTHEAST OF FORT VALLEY, ON STATE RIGHT OF WAY.
 CL2673'
 CL2673'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 247
 CL2673'CONN AND INTERSTATE 75, LOCATED APPROXIMATELY 3 MILES
 CL2673'SOUTH-SOUTHEAST OF BYRON, TRAVEL EASTERLY ALONG STATE ROUTE 247
 CL2673'FOR 1.9 MILES TO THE CROSSING OF U.S. HIGHWAY 41.  TURN LEFT,
 CL2673'TRAVELING NORTH ALONG U.S. HIGHWAY 41 FOR 0.4 MILE TO THE
 CL2673'STATION ON THE LEFT.
 CL2673'
 CL2673'THE STATION IS A STANDARD BRASS DISK STAMPED 076-219, SET IN
 CL2673'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2673'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2673'STAMPED 076-219, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2673'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2673'LOCATED 24.5 FEET WEST OF THE CENTERLINE OF THE ROADWAY, 5.5
 CL2673'FEET EAST OF A WITNESS POST, 10.5 FEET SOUTHEAST OF A 24 INCH
 CL2673'PECAN TREE, 9.0 FEET NORTHEAST OF A FENCE CORNER, AND 25.0
 CL2673'FEET NORTHEAST OF A 20 INCH PECAN TREE BETWEEN THE FENCE
 CL2673'CORNER AND A DRIVEWAY TO THE WEST.
 CL2673'
 CL2673'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CL2673'NORTH ALONG U.S. HIGHWAY 41 FOR 0.1 MILE TO THE CROSSING OF
 CL2673'COUNTY ROAD 129 (CENTERVILLE ROAD).  TURN LEFT, TRAVELING WEST
 CL2673'ALONG COUNTY ROAD 129 FOR 0.15 MILE TO THE MARK ON THE LEFT.  THE
 CL2673'MARK IS A STANDARD DISK STAMPED 076-219 AZMK, SET IN THE TOP OF A
 CL2673'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2673'GROUND.  IT IS LOCATED 54.0 FEET SOUTH OF THE CENTERLINE OF THE
 CL2673'ROAD, 2.0 FEET NORTH OF A WITNESS POST, 120.0 FEET NORTHWEST
 CL2673'OF A 12 INCH SWEETGUM TREE, AND 206.0 FEET WEST-NORTHWEST OF A
 CL2673'24 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1706 ***********************************************************************
 ED1706  DESIGNATION -  BV 078 200
 ED1706  PID         -  ED1706
 ED1706  STATE/COUNTY-  GA/JACKSON
 ED1706  USGS QUAD   -  JEFFERSON (1964)
 ED1706
 ED1706                         *CURRENT SURVEY CONTROL
 ED1706  ___________________________________________________________________
 ED1706* NAD 83(1994)-  34 02 29.17908(N)    083 32 40.78682(W)     ADJUSTED  
 ED1706* NAVD 88     -       252.8    (meters)     829.     (feet)  VERTCON   
 ED1706  ___________________________________________________________________
 ED1706  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 ED1706  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 ED1706
 ED1706  HORZ ORDER  -  SECOND
 ED1706
 ED1706.The horizontal coordinates were established by classical geodetic methods
 ED1706.and adjusted by the National Geodetic Survey in September 1997..
 ED1706
 ED1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1706
 ED1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1706
 ED1706.The geoid height was determined by GEOID03.
 ED1706
 ED1706;                    North         East     Units Scale Factor Converg.
 ED1706;SPC GA W     -   448,274.227   757,430.438   MT  0.99994064   +0 20 53.5
 ED1706;SPC GA W     - 1,470,713.03  2,485,003.03   sFT  0.99994064   +0 20 53.5
 ED1706;UTM  17      - 3,769,671.921   265,091.002   MT  1.00028029   -1 25 30.5
 ED1706
 ED1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1706!SPC GA W     -   0.99996493  x   0.99994064  =   0.99990558
 ED1706!UTM  17      -   0.99996493  x   1.00028029  =   1.00024521
 ED1706
 ED1706:                Primary Azimuth Mark                     Grid Az
 ED1706:SPC GA W     -  BV 078 200 AZ MK                         148 17 34.6
 ED1706:UTM  17      -  BV 078 200 AZ MK                         150 03 58.6
 ED1706
 ED1706|---------------------------------------------------------------------|
 ED1706| PID    Reference Object                     Distance      Geod. Az  |
 ED1706|                                                           dddmmss.s |
 ED1706| CZ4404 BV 078 200 AZ MK                                   1483828.1 |
 ED1706|---------------------------------------------------------------------|
 ED1706
 ED1706                          SUPERSEDED SURVEY CONTROL
 ED1706
 ED1706  NAD 83(1986)-  34 02 29.18594(N)    083 32 40.78623(W) AD(       ) 2
 ED1706  NAD 27      -  34 02 28.78454(N)    083 32 41.20034(W) AD(       ) 2
 ED1706  NGVD 29 (07/19/86)  252.8    (m)          829.     (f) VERT ANG       
 ED1706
 ED1706.Superseded values are not recommended for survey control.
 ED1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1706.See file dsdata.txt to determine how the superseded data were derived.
 ED1706
 ED1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6509169672(NAD 83)
 ED1706_MARKER: DD = SURVEY DISK
 ED1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1706
 ED1706  HISTORY     - Date     Condition        Report By
 ED1706  HISTORY     - 1975     MONUMENTED       GADT
 ED1706
 ED1706                          STATION DESCRIPTION
 ED1706
 ED1706'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1706'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHEAST
 ED1706'OF ARCADE, 5-1/2 MILES SOUTH-SOUTHEAST OF JEFFERSON, AND 6-1/2
 ED1706'MILES NORTH OF BOGART ON COUNTY RIGHT OF WAY.
 ED1706'
 ED1706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 ED1706'(STATE ROUTE 15) AND STATE ROUTE 82 IN ARCADE, LOCATED APPROXIMATELY
 ED1706'2-3/4 MILES SOUTH-SOUTHEAST OF JEFFERSON, GO SOUTHEASTERLY ALONG
 ED1706'U.S. HIGHWAY 129 FOR 1.4 MILES TO THE JUNCTION OF COUNTY ROAD 121
 ED1706'TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 121 FOR
 ED1706'0.7 MILE TO THE JUNCTION OF COUNTY ROAD 127 FORKING TO THE
 ED1706'RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 127 FOR 0.6
 ED1706'MILE TO THE JUNCTION OF COUNTY ROAD 128 FORKING TO THE LEFT.
 ED1706'TURN LEFT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 128 FOR 0.45
 ED1706'MILE TO THE JUNCTION OF COUNTY ROAD 129 TO THE RIGHT AND THE
 ED1706'STATION ON THE RIGHT.
 ED1706'
 ED1706'THE STATION IS LOCATED 31 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ED1706'OF COUNTY ROAD 129, 37 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 ED1706'COUNTY ROAD 128, 97.5 FEET NORTH OF THE NORTHERNMOST ONE OF DOUBLE
 ED1706'POWER POLES, 110.0 FEET NORTH OF THE SOUTHERNMOST POWER POLE,
 ED1706'6.5 FEET SOUTH OF A TELEPHONE POLE, AND 3.5 FEET EAST OF A
 ED1706'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 078-200, SET
 ED1706'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED1706'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1706'STANDARD DISK STAMPED 078-200, SET IN AN IRREGULAR MASS OF
 ED1706'CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE
 ED1706'GROUND.
 ED1706'
 ED1706'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 ED1706'ALONG COUNTY ROAD 128 FOR 0.45 MILE TO THE MARK ON THE RIGHT.  IT
 ED1706'IS LOCATED 26 FEET WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY
 ED1706'ROAD 128, 373.0 FEET NORTHWEST OF A FENCE CORNER ON THE EAST SIDE
 ED1706'OF THE ROAD, 217.0 FEET EAST-NORTHEAST OF AN 18 INCH OAK TREE,
 ED1706'40 FEET NORTHEAST OF A GROUP OF 4 10 INCH OAK TREES, AND 3.5
 ED1706'FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1706'078-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1706'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1590 ***********************************************************************
 ED1590  DESIGNATION -  BV 078 201
 ED1590  PID         -  ED1590
 ED1590  STATE/COUNTY-  GA/JACKSON
 ED1590  USGS QUAD   -  NICHOLSON (1985)
 ED1590
 ED1590                         *CURRENT SURVEY CONTROL
 ED1590  ___________________________________________________________________
 ED1590* NAD 83(1994)-  34 00 50.33789(N)    083 29 37.33407(W)     ADJUSTED  
 ED1590* NAVD 88     -       268.     (meters)     879.     (feet)  VERTCON   
 ED1590  ___________________________________________________________________
 ED1590  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 ED1590  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ED1590
 ED1590  HORZ ORDER  -  SECOND
 ED1590
 ED1590.The horizontal coordinates were established by classical geodetic methods
 ED1590.and adjusted by the National Geodetic Survey in September 1997..
 ED1590
 ED1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1590
 ED1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1590
 ED1590.The geoid height was determined by GEOID03.
 ED1590
 ED1590;                    North         East     Units Scale Factor Converg.
 ED1590;SPC GA W     -   445,258.733   762,155.655   MT  0.99994761   +0 22 35.3
 ED1590;SPC GA W     - 1,460,819.69  2,500,505.68   sFT  0.99994761   +0 22 35.3
 ED1590;UTM  17      - 3,766,510.678   269,722.170   MT  1.00025374   -1 23 44.1
 ED1590
 ED1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1590!SPC GA W     -   0.99996253  x   0.99994761  =   0.99991014
 ED1590!UTM  17      -   0.99996253  x   1.00025374  =   1.00021626
 ED1590
 ED1590:                Primary Azimuth Mark                     Grid Az
 ED1590:SPC GA W     -  BV 078 201 AZ MK                         191 07 54.2
 ED1590:UTM  17      -  BV 078 201 AZ MK                         192 54 13.6
 ED1590
 ED1590|---------------------------------------------------------------------|
 ED1590| PID    Reference Object                     Distance      Geod. Az  |
 ED1590|                                                           dddmmss.s |
 ED1590| ED2849 BV 078 201 AZ MK                                   1913029.5 |
 ED1590| ED1591 BV 078 201 GADT 1975 PTA             12.980 METERS 23155     |
 ED1590|---------------------------------------------------------------------|
 ED1590
 ED1590                          SUPERSEDED SURVEY CONTROL
 ED1590
 ED1590  NAD 83(1986)-  34 00 50.34467(N)    083 29 37.33337(W) AD(       ) 2
 ED1590  NAD 27      -  34 00 49.93853(N)    083 29 37.75287(W) AD(       ) 2
 ED1590  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 ED1590
 ED1590.Superseded values are not recommended for survey control.
 ED1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1590.See file dsdata.txt to determine how the superseded data were derived.
 ED1590
 ED1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6972266511(NAD 83)
 ED1590_MARKER: DD = SURVEY DISK
 ED1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1590
 ED1590  HISTORY     - Date     Condition        Report By
 ED1590  HISTORY     - 1975     MONUMENTED       GADT
 ED1590
 ED1590                          STATION DESCRIPTION
 ED1590
 ED1590'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1590'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTH-NORTHEAST OF
 ED1590'BOGART, 6-3/4 MILES NORTHEAST OF STATHAM, AND 8 MILES WEST-NORTHWEST
 ED1590'OF ATHENS ON STATE RIGHT OF WAY.
 ED1590'
 ED1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29
 ED1590'(STATE ROUTE 8) AND STATE ROUTE 211 IN STATHAM, GO NORTH ALONG
 ED1590'STATE ROUTE 211 FOR 2.75 MILES TO THE JUNCTION OF STATE ROUTE 82
 ED1590'CROSSING.  TURN RIGHT, GOING EAST ALONG STATE ROUTE 82 FOR 0.7
 ED1590'MILE TO THE JUNCTION OF STATE ROUTE 82 TO THE LEFT, STATE ROUTE
 ED1590'330 CONTINUING AHEAD, AND THURMOND ROAD TO THE RIGHT.  CONTINUE
 ED1590'EAST, GOING NOW ALONG STATE ROUTE 330 FOR 4.6 MILES TO A BRIDGE
 ED1590'OVER THE OCONEE RIVER.  CONTINUE NORTH-NORTHEAST FOR 1.05
 ED1590'MILES TO THE JUNCTION OF COUNTY ROAD 91348 REVERSE FORKING TO
 ED1590'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED1590'NORTH ALONG STATE ROAD 330 FOR 0.2 MILE TO THE STATION ON
 ED1590'THE RIGHT.
 ED1590'
 ED1590'THE STATION IS LOCATED 42.0 FEET EAST OF THE CENTERLINE OF STATE
 ED1590'ROUTE 330, 122.6 FEET SOUTH OF A STOP AHEAD HIGHWAY SIGN POST,
 ED1590'65.0 FEET SOUTH-SOUTHWEST OF THE WESTERN LEG OF A TAKE PRIDE DONT
 ED1590'LITTER SIGN, 66.0 FEET SOUTH-SOUTHWEST OF THE EASTERN LEG OF THE
 ED1590'DONT LITTER SIGN, AND 2.8 FEET WEST OF A WITNESS POST.  IT IS A
 ED1590'STANDARD BRASS DISK STAMPED 078-201, SET IN THE TOP OF A 10 INCH
 ED1590'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1590'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-201, SET IN
 ED1590'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER BELOW
 ED1590'THE SURFACE OF THE GROUND.
 ED1590'
 ED1590'THE AZIMUTH MARK IS LOCATED 33 FEET WEST-NORTHWEST OF THE
 ED1590'CENTERLINE OF STATE ROUTE 330, 122.0 FEET WEST-NORTHWEST OF A
 ED1590'PINE TREE ON THE WEST SIDE OF THE INTERSECTION, 43 FEET NORTHWEST
 ED1590'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY
 ED1590'AND COUNTY ROAD 91348, 13.0 FEET NORTHWEST OF THE NORTH END OF A
 ED1590'PIPE CULVERT, AND 2.1 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT
 ED1590'IS A STANDARD DISK STAMPED 078-201 AZMK, SET IN THE TOP OF A 10
 ED1590'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1590'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1747 ***********************************************************************
 ED1747  DESIGNATION -  BV 078 202
 ED1747  PID         -  ED1747
 ED1747  STATE/COUNTY-  GA/JACKSON
 ED1747  USGS QUAD   -  AUBURN (1993)
 ED1747
 ED1747                         *CURRENT SURVEY CONTROL
 ED1747  ___________________________________________________________________
 ED1747* NAD 83(1994)-  34 06 18.58075(N)    083 46 14.99488(W)     ADJUSTED  
 ED1747* NAVD 88     -       288.1    (meters)     945.     (feet)  VERTCON   
 ED1747  ___________________________________________________________________
 ED1747  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 ED1747  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED1747
 ED1747  HORZ ORDER  -  FIRST
 ED1747
 ED1747.The horizontal coordinates were established by classical geodetic methods
 ED1747.and adjusted by the National Geodetic Survey in September 1997..
 ED1747
 ED1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1747
 ED1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1747
 ED1747.The geoid height was determined by GEOID03.
 ED1747
 ED1747;                    North         East     Units Scale Factor Converg.
 ED1747;SPC GA W     -   455,238.104   736,520.440   MT  0.99991644   +0 13 19.0
 ED1747;SPC GA W     - 1,493,560.35  2,416,400.81   sFT  0.99991644   +0 13 19.0
 ED1747;UTM  17      - 3,777,283.247   244,398.155   MT  1.00040543   -1 33 16.1
 ED1747
 ED1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1747!SPC GA W     -   0.99995942  x   0.99991644  =   0.99987586
 ED1747!UTM  17      -   0.99995942  x   1.00040543  =   1.00036484
 ED1747
 ED1747|---------------------------------------------------------------------|
 ED1747| PID    Reference Object                     Distance      Geod. Az  |
 ED1747|                                                           dddmmss.s |
 ED1747| ED1746 BRASELTON S MUN TANK                385.803 METERS 06125     |
 ED1747| ED1744 HOSCHTON MUN TANK                   APPROX. 1.2 KM 1373832.5 |
 ED1747| CZ4405 BV 078 202 AZ MK                                   2230223.8 |
 ED1747|---------------------------------------------------------------------|
 ED1747
 ED1747                          SUPERSEDED SURVEY CONTROL
 ED1747
 ED1747  NAD 83(1986)-  34 06 18.58732(N)    083 46 14.99458(W) AD(       ) 1
 ED1747  NAD 27      -  34 06 18.20252(N)    083 46 15.37453(W) AD(       ) 1
 ED1747  NGVD 29 (07/19/86)  288.1    (m)          945.     (f) VERT ANG       
 ED1747
 ED1747.Superseded values are not recommended for survey control.
 ED1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1747.See file dsdata.txt to determine how the superseded data were derived.
 ED1747
 ED1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4439877283(NAD 83)
 ED1747_MARKER: DD = SURVEY DISK
 ED1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1747
 ED1747  HISTORY     - Date     Condition        Report By
 ED1747  HISTORY     - 1975     MONUMENTED       GADT
 ED1747
 ED1747                          STATION DESCRIPTION
 ED1747
 ED1747'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1747'THE STATION IS LOCATED IN BRASELTON ON THE PROPERTY OF
 ED1747'MR. H.H. BRASELTON.
 ED1747'
 ED1747'TO REACH THE STATION FROM THE POST OFFICE IN BRASELTON, GO
 ED1747'SOUTH ALONG STATE ROUTE 53 FOR 0.05 MILE TO THE JUNCTION OF
 ED1747'STATE ROUTE 124 TO THE RIGHT.  TURN RIGHT, GOING WESTERLY ALONG
 ED1747'STATE ROUTE 124 FOR 0.35 MILE TO THE JUNCTION OF PIEDMONT AVENUE
 ED1747'TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG PIEDMONT AVENUE FOR
 ED1747'APPROXIMATELY 50 FEET TO THE JUNCTION OF COUNTY ROAD 175 TO THE
 ED1747'RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ALONG COUNTY ROAD 175
 ED1747'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ED1747'
 ED1747'THE STATION IS LOCATED 32 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1747'COUNTY ROAD 175, 68.5 FEET EAST-SOUTHEAST OF A POWER POLE ON THE
 ED1747'NORTHWEST SIDE OF THE ROAD, 249.5 FEET SOUTH-SOUTHWEST OF ANOTHER
 ED1747'POWER POLE ON THE NORTHWEST SIDE OF THE ROAD, 39.5 FEET
 ED1747'EAST-NORTHEAST OF A TRASH DUMP CLOSED EFFECTIVE JAN. 1, 1975
 ED1747'SIGN, AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A
 ED1747'STANDARD BRASS DISK STAMPED 078-202, SET IN THE TOP OF A 10 INCH
 ED1747'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 ED1747'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1747'078-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69
 ED1747'METER BELOW THE SURFACE OF THE GROUND.
 ED1747'
 ED1747'TO REACH THE AZIMUTH MARK FROM HE STATION, GO SOUTHWESTERLY ALONG
 ED1747'COUNTY ROAD 175 FOR 0.2 MILE TO THE JUNCTION OF A DRIVEWAY TO THE
 ED1747'LEFT TO A DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA LOCAL
 ED1747'MAINTENANCE HEADQUARTERS AND THE AZIMUTH MARK ON THE LEFT.  IT IS
 ED1747'LOCATED 27 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 175,
 ED1747'15 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE MAINTENANCE
 ED1747'HEADQUARTERS BUILDING, 160.8 FEET NORTH-NORTHEAST OF THE
 ED1747'NORTH CORNER OF THE MAINTENANCE HEADQUARTERS BUILDING, 24.3
 ED1747'FEET WEST OF OF THE EAST GATE POST OF A FENCE AROUND THE
 ED1747'MAINTENANCE HEADQUARTERS, AND 2.0 FEET NORTHWEST OF A
 ED1747'WITNESS POST SET AT THE WEST GATE POST.  IT IS A STANDARD DISK
 ED1747'STAMPED 078-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1747'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1723 ***********************************************************************
 ED1723  DESIGNATION -  BV 078 203
 ED1723  PID         -  ED1723
 ED1723  STATE/COUNTY-  GA/JACKSON
 ED1723  USGS QUAD   -  WINDER NORTH (1964)
 ED1723
 ED1723                         *CURRENT SURVEY CONTROL
 ED1723  ___________________________________________________________________
 ED1723* NAD 83(1994)-  34 04 19.55719(N)    083 42 30.68664(W)     ADJUSTED  
 ED1723* NAVD 88     -       276.4    (meters)     907.     (feet)  VERTCON   
 ED1723  ___________________________________________________________________
 ED1723  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 ED1723  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 ED1723
 ED1723  HORZ ORDER  -  FIRST
 ED1723
 ED1723.The horizontal coordinates were established by classical geodetic methods
 ED1723.and adjusted by the National Geodetic Survey in September 1997..
 ED1723
 ED1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1723
 ED1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1723
 ED1723.The geoid height was determined by GEOID03.
 ED1723
 ED1723;                    North         East     Units Scale Factor Converg.
 ED1723;SPC GA W     -   451,595.069   742,285.553   MT  0.99992203   +0 15 24.0
 ED1723;SPC GA W     - 1,481,608.16  2,435,315.19   sFT  0.99992203   +0 15 24.0
 ED1723;UTM  17      - 3,773,461.533   250,050.264   MT  1.00037020   -1 31 05.5
 ED1723
 ED1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1723!SPC GA W     -   0.99996125  x   0.99992203  =   0.99988328
 ED1723!UTM  17      -   0.99996125  x   1.00037020  =   1.00033144
 ED1723
 ED1723:                Primary Azimuth Mark                     Grid Az
 ED1723:SPC GA W     -  WINDER GA POWER MICROWAVE                206 49 59.4
 ED1723:UTM  17      -  WINDER GA POWER MICROWAVE                208 36 28.9
 ED1723
 ED1723|---------------------------------------------------------------------|
 ED1723| PID    Reference Object                     Distance      Geod. Az  |
 ED1723|                                                           dddmmss.s |
 ED1723| DF2707 WINDER GA POWER MICROWAVE           APPROX. 9.4 KM 2070523.4 |
 ED1723| ED1749 AUBURN MUN TANK                     APPROX.12.7 KM 2392524.8 |
 ED1723| ED1744 HOSCHTON MUN TANK                   APPROX. 5.7 KM 2991934.8 |
 ED1723| CZ4406 BV 078 203 AZ MK                                   3405352.7 |
 ED1723|---------------------------------------------------------------------|
 ED1723
 ED1723                          SUPERSEDED SURVEY CONTROL
 ED1723
 ED1723  NAD 83(1986)-  34 04 19.56389(N)    083 42 30.68632(W) AD(       ) 1
 ED1723  NAD 27      -  34 04 19.17158(N)    083 42 31.08020(W) AD(       ) 1
 ED1723  NGVD 29 (07/19/86)  276.4    (m)          907.     (f) VERT ANG       
 ED1723
 ED1723.Superseded values are not recommended for survey control.
 ED1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1723.See file dsdata.txt to determine how the superseded data were derived.
 ED1723
 ED1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5005073462(NAD 83)
 ED1723_MARKER: DD = SURVEY DISK
 ED1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1723
 ED1723  HISTORY     - Date     Condition        Report By
 ED1723  HISTORY     - 1975     MONUMENTED       GADT
 ED1723
 ED1723                          STATION DESCRIPTION
 ED1723
 ED1723'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1723'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST-SOUTHEAST
 ED1723'OF HOSCHTON, 5-3/4 MILES NORTH OF WINDER, AND 8-3/4 MILES
 ED1723'WEST-SOUTHWEST OF JEFFERSON ON THE PROPERTY OF MR. G. COLLINS.
 ED1723'
 ED1723'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOSCHTON, GO
 ED1723'SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 1.35 MILES TO THE JUNCTION
 ED1723'OF COUNTY ROAD 168 TO THE LEFT.  TURN LEFT, GOING EAST ALONG
 ED1723'COUNTY ROAD 168 FOR 2.05 MILES TO THE CENTER METHODIST CHURCH
 ED1723'ON THE RIGHT.  CONTINUE, NOW SOUTHEAST, ALONG COUNTY ROAD 168
 ED1723'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED1723'SOUTHEAST FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 ED1723'
 ED1723'THE STATION IS LOCATED 96.0 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1723'COUNTY ROAD 168, 97.0 FEET SOUTH OF A CENTER PULL POST OF A
 ED1723'FENCELINE BRACE, 112.0 FEET WEST-NORTHWEST OF THE CENTER PULL
 ED1723'POST OF ANOTHER FENCELINE BRACE, 4.5 FEET WEST-NORTHWEST OF A
 ED1723'POWER POLE, 17.0 FEET NORTH OF A GUY WIRE ANCHOR, AND 49.0 FEET
 ED1723'SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1723'STANDARD DISK STAMPED 078-203, SET IN THE TOP OF A 10 INCH
 ED1723'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1723'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1723'078-203, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1723'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 ED1723'
 ED1723'THE AZIMUTH MARK IS LOCATED 35 FEET EAST-NORTHEAST OF THE
 ED1723'CENTERLINE OF COUNTY ROAD 168, 111.5 FEET NORTHEAST OF AN 8 INCH
 ED1723'PINE TREE ON THE SOUTHWEST SIDE OF THE ROAD, 27.0 FEET SOUTH OF
 ED1723'A POWER POLE, 41 FEET WEST-SOUTHWEST OF A 24 INCH OAK TREE, AND
 ED1723'2.0 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1723'STAMPED 078-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1723'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1719 ***********************************************************************
 ED1719  DESIGNATION -  BV 078 204
 ED1719  PID         -  ED1719
 ED1719  STATE/COUNTY-  GA/JACKSON
 ED1719  USGS QUAD   -  WINDER NORTH (1964)
 ED1719
 ED1719                         *CURRENT SURVEY CONTROL
 ED1719  ___________________________________________________________________
 ED1719* NAD 83(1994)-  34 04 17.18170(N)    083 38 54.87969(W)     ADJUSTED  
 ED1719* NAVD 88     -       263.     (meters)     863.     (feet)  VERTCON   
 ED1719  ___________________________________________________________________
 ED1719  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 ED1719  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 ED1719
 ED1719  HORZ ORDER  -  SECOND
 ED1719
 ED1719.The horizontal coordinates were established by classical geodetic methods
 ED1719.and adjusted by the National Geodetic Survey in September 1997..
 ED1719
 ED1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1719
 ED1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1719
 ED1719.The geoid height was determined by GEOID03.
 ED1719
 ED1719;                    North         East     Units Scale Factor Converg.
 ED1719;SPC GA W     -   451,548.289   747,818.896   MT  0.99992818   +0 17 24.9
 ED1719;SPC GA W     - 1,481,454.68  2,453,469.16   sFT  0.99992818   +0 17 24.9
 ED1719;UTM  17      - 3,773,243.306   255,581.871   MT  1.00033649   -1 29 04.3
 ED1719
 ED1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1719!SPC GA W     -   0.99996335  x   0.99992818  =   0.99989153
 ED1719!UTM  17      -   0.99996335  x   1.00033649  =   1.00029983
 ED1719
 ED1719|---------------------------------------------------------------------|
 ED1719| PID    Reference Object                     Distance      Geod. Az  |
 ED1719|                                                           dddmmss.s |
 ED1719| ED1718 BV 078 204 GADT 1975 PTA             11.398 METERS 01906     |
 ED1719| CZ4407 BV 078 204 AZ MK                                   3130302.6 |
 ED1719|---------------------------------------------------------------------|
 ED1719
 ED1719                          SUPERSEDED SURVEY CONTROL
 ED1719
 ED1719  NAD 83(1986)-  34 04 17.18840(N)    083 38 54.87943(W) AD(       ) 2
 ED1719  NAD 27      -  34 04 16.79492(N)    083 38 55.27886(W) AD(       ) 2
 ED1719  NGVD 29 (07/19/86)  263.     (m)          863.     (f) VERT ANG       
 ED1719
 ED1719.Superseded values are not recommended for survey control.
 ED1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1719.See file dsdata.txt to determine how the superseded data were derived.
 ED1719
 ED1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5558273243(NAD 83)
 ED1719_MARKER: DD = SURVEY DISK
 ED1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1719
 ED1719  HISTORY     - Date     Condition        Report By
 ED1719  HISTORY     - 1975     MONUMENTED       GADT
 ED1719
 ED1719                          STATION DESCRIPTION
 ED1719
 ED1719'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1719'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST OF ARCADE, 5-1/2
 ED1719'MILES SOUTHWEST OF JEFFERSON, AND 6-3/4 MILES EAST-SOUTHEAST OF
 ED1719'HOSCHTON ON THE PROPERTY OF MR. A.D. GARRETT.
 ED1719'
 ED1719'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 53 AND
 ED1719'11, IN NORTH WINDER, GO NORTHEASTERLY ALONG STATE ROUTE 11 FOR
 ED1719'2.1 MILES TO THE JUNCTION OF STATE ROUTE 211 TO THE RIGHT AND
 ED1719'ROCKWELL CHURCH ROAD (COUNTY ROAD 245) TO THE LEFT.  CONTINUE
 ED1719'NORTHEASTERLY ALONG STATE ROUTE 11 FOR 2.35 MILES TO A BRIDGE
 ED1719'OVER MULBERRY RIVER AND THE BARROW-JACKSON COUNTY LINE.
 ED1719'CONTINUE NORTH ALONG STATE ROUTE 11 FOR 1.7 MILES TO THE
 ED1719'JUNCTION OF COUNTY ROAD 162 CROSSING AND THE AZIMUTH MARK
 ED1719'ON THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED1719'162 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 ED1719'
 ED1719'THE STATION IS LOCATED 37 FEET NORTHEAST OF THE CENTERLINE OF
 ED1719'COUNTY ROAD 162, 88.0 FEET NORTHEAST OF A POWER POLE ON THE
 ED1719'SOUTHWEST SIDE OF THE ROAD, 33.0 FEET SOUTHEAST OF A 16 INCH
 ED1719'WHITE OAK TREE, 12.5 FEET WEST OF A 16 INCH PINE TREE, 48.0 FEET
 ED1719'NORTHWEST OF AN 8 INCH PINE TREE, AND 2.0 FEET SOUTHWEST OF A
 ED1719'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 078-204, SET
 ED1719'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1719'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1719'STANDARD DISK STAMPED 078-204, SET IN THE TOP OF AN
 ED1719'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW
 ED1719'THE SURFACE OF THE GROUND.
 ED1719'
 ED1719'THE AZIMUTH MARK IS LOCATED 48.0 FEET EAST-SOUTHEAST OF THE
 ED1719'CENTERLINE OF STATE ROUTE 11, 24.0 FEET NORTH-NORTHEAST OF THE
 ED1719'CENTERLINE OF COUNTY ROAD 162, 58.0 FEET EAST OF THE POINT OF
 ED1719'INTERSECTION OF THE CENTERLINE OF THE HIGHWAY AND THE ROAD, 14.5
 ED1719'FEET SOUTH-SOUTHEAST OF A CORNER FENCE POST AND WEST GATE POST,
 ED1719'21.5 FEET EAST OF A POWER POLE, AND 2.5 FEET SOUTH-SOUTHWEST OF
 ED1719'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 078-204 AZMK,
 ED1719'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1719'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1731 ***********************************************************************
 ED1731  DESIGNATION -  BV 078 205
 ED1731  PID         -  ED1731
 ED1731  STATE/COUNTY-  GA/JACKSON
 ED1731  USGS QUAD   -  PENDERGRASS (1964)
 ED1731
 ED1731                         *CURRENT SURVEY CONTROL
 ED1731  ___________________________________________________________________
 ED1731* NAD 83(1994)-  34 07 40.89651(N)    083 42 48.21167(W)     ADJUSTED  
 ED1731* NAVD 88     -       285.9    (meters)     938.     (feet)  VERTCON   
 ED1731  ___________________________________________________________________
 ED1731  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 ED1731  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 ED1731
 ED1731  HORZ ORDER  -  SECOND
 ED1731
 ED1731.The horizontal coordinates were established by classical geodetic methods
 ED1731.and adjusted by the National Geodetic Survey in September 1997..
 ED1731
 ED1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1731
 ED1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1731
 ED1731.The geoid height was determined by GEOID03.
 ED1731
 ED1731;                    North         East     Units Scale Factor Converg.
 ED1731;SPC GA W     -   457,796.242   741,808.725   MT  0.99992154   +0 15 15.5
 ED1731;SPC GA W     - 1,501,953.17  2,433,750.79   sFT  0.99992154   +0 15 15.5
 ED1731;UTM  17      - 3,779,677.298   249,765.741   MT  1.00037195   -1 31 23.2
 ED1731
 ED1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1731!SPC GA W     -   0.99995977  x   0.99992154  =   0.99988131
 ED1731!UTM  17      -   0.99995977  x   1.00037195  =   1.00033171
 ED1731
 ED1731:                Primary Azimuth Mark                     Grid Az
 ED1731:SPC GA W     -  BV 078 205 AZ MK                         081 32 39.1
 ED1731:UTM  17      -  BV 078 205 AZ MK                         083 19 17.8
 ED1731
 ED1731|---------------------------------------------------------------------|
 ED1731| PID    Reference Object                     Distance      Geod. Az  |
 ED1731|                                                           dddmmss.s |
 ED1731| CZ4408 BV 078 205 AZ MK                                   0814754.6 |
 ED1731|---------------------------------------------------------------------|
 ED1731
 ED1731                          SUPERSEDED SURVEY CONTROL
 ED1731
 ED1731  NAD 83(1986)-  34 07 40.90320(N)    083 42 48.21148(W) AD(       ) 2
 ED1731  NAD 27      -  34 07 40.51521(N)    083 42 48.60238(W) AD(       ) 2
 ED1731  NGVD 29 (07/19/86)  285.9    (m)          938.     (f) VERT ANG       
 ED1731
 ED1731.Superseded values are not recommended for survey control.
 ED1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1731.See file dsdata.txt to determine how the superseded data were derived.
 ED1731
 ED1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4976679677(NAD 83)
 ED1731_MARKER: DD = SURVEY DISK
 ED1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1731
 ED1731  HISTORY     - Date     Condition        Report By
 ED1731  HISTORY     - 1975     MONUMENTED       GADT
 ED1731
 ED1731                          STATION DESCRIPTION
 ED1731
 ED1731'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1731'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF
 ED1731'PENDERGRASS, 8 MILES WEST OF JEFFERSON, AND 3-1/4 MILES
 ED1731'EAST-NORTHEAST OF BRASELTON ON STATE RIGHT OF WAY.
 ED1731'
 ED1731'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND STATE
 ED1731'ROUTE 53, LOCATED APPROXIMATELY 1/2 MILE NORTH OF BRASELTON, GO
 ED1731'EAST-NORTHEAST ALONG INTERSTATE 85 FOR 2.7 MILES TO THE STATE ROUTE
 ED1731'60 BRIDGE OVER INTERSTATE 85 (NO ACCESS).  CONTINUE EAST-NORTHEAST
 ED1731'ALONG INTERSTATE 85 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 ED1731'
 ED1731'THE STATION IS LOCATED 25.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ED1731'OF THE NORTHBOUND LANE OF INTERSTATE 85, 15.0 FEET EAST OF THE
 ED1731'CENTERLINE OF AN ASPHALT SPILLWAY ON THE SOUTH SIDE OF THE
 ED1731'NORTHBOUND LANE, 33.5 FEET WEST-SOUTHWEST OF THE EASTERNMOST END
 ED1731'POST OF A GUARD RAIL, 88.0 FEET NORTH OF THE CENTER PULL POST OF
 ED1731'A BRACE IN THE WOVEN WIRE RIGHT OF WAY FENCELINE, AND 2.8 FEET
 ED1731'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1731'DISK STAMPED 078-205, SET IN THE TOP OF 10 INCH CYLINDRICAL
 ED1731'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1731'UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-205, SET IN AN
 ED1731'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW THE
 ED1731'SURFACE OF THE GROUND.
 ED1731'
 ED1731'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-NORTHEAST ALONG
 ED1731'INTERSTATE 85 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT ON THE
 ED1731'TOP OF A 30 FOOT CUT BANK.  IT IS LOCATED APPROXIMATELY 125.0 FEET
 ED1731'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE
 ED1731'85, 86.5 FEET NORTH-NORTHEAST OF A RIGHT OF WAY MARKER, 166.0 FEET
 ED1731'WEST OF ANOTHER RIGHT OF WAY MARKER, AND 2.0 FEET NORTH-NORTHWEST
 ED1731'OF A WITNESS POST SET AT THE RIGHT OF WAY FENCELINE.  IT IS A
 ED1731'STANDARD DISK STAMPED 078-205 AZMK, SET IN THE TOP OF A 10 INCH
 ED1731'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1712 ***********************************************************************
 ED1712  DESIGNATION -  BV 078 206
 ED1712  PID         -  ED1712
 ED1712  STATE/COUNTY-  GA/JACKSON
 ED1712  USGS QUAD   -  JEFFERSON (1964)
 ED1712
 ED1712                         *CURRENT SURVEY CONTROL
 ED1712  ___________________________________________________________________
 ED1712* NAD 83(1994)-  34 06 35.95167(N)    083 34 11.55205(W)     ADJUSTED  
 ED1712* NAVD 88     -       251.     (meters)     823.     (feet)  VERTCON   
 ED1712  ___________________________________________________________________
 ED1712  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 ED1712  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 ED1712
 ED1712  HORZ ORDER  -  SECOND
 ED1712
 ED1712.The horizontal coordinates were established by classical geodetic methods
 ED1712.and adjusted by the National Geodetic Survey in September 1997..
 ED1712
 ED1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1712
 ED1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1712
 ED1712.The geoid height was determined by GEOID03.
 ED1712
 ED1712;                    North         East     Units Scale Factor Converg.
 ED1712;SPC GA W     -   455,863.356   755,058.123   MT  0.99993736   +0 20 04.8
 ED1712;SPC GA W     - 1,495,611.69  2,477,219.86   sFT  0.99993736   +0 20 04.8
 ED1712;UTM  17      - 3,777,333.548   262,954.142   MT  1.00029272   -1 26 30.5
 ED1712
 ED1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1712!SPC GA W     -   0.99996524  x   0.99993736  =   0.99990260
 ED1712!UTM  17      -   0.99996524  x   1.00029272  =   1.00025795
 ED1712
 ED1712|---------------------------------------------------------------------|
 ED1712| PID    Reference Object                     Distance      Geod. Az  |
 ED1712|                                                           dddmmss.s |
 ED1712| ED1711 BV 078 206 GADT 1975 PTA              9.393 METERS 12406     |
 ED1712| CZ4409 BV 078 206 AZ MK                                   2374006.5 |
 ED1712|---------------------------------------------------------------------|
 ED1712
 ED1712                          SUPERSEDED SURVEY CONTROL
 ED1712
 ED1712  NAD 83(1986)-  34 06 35.95854(N)    083 34 11.55183(W) AD(       ) 2
 ED1712  NAD 27      -  34 06 35.56361(N)    083 34 11.96296(W) AD(       ) 2
 ED1712  NGVD 29 (07/19/86)  251.     (m)          823.     (f) VERT ANG       
 ED1712
 ED1712.Superseded values are not recommended for survey control.
 ED1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1712.See file dsdata.txt to determine how the superseded data were derived.
 ED1712
 ED1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6295477334(NAD 83)
 ED1712_MARKER: DD = SURVEY DISK
 ED1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1712
 ED1712  HISTORY     - Date     Condition        Report By
 ED1712  HISTORY     - 1975     MONUMENTED       GADT
 ED1712
 ED1712                          STATION DESCRIPTION
 ED1712
 ED1712'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1712'THE STATION IS LOCATED IN JEFFERSON ON THE PROPERTY OF THE SARDIS
 ED1712'PRESBYTERIAN CHURCH.
 ED1712'
 ED1712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1712'ROUTES 82 AND 15) AND STATE ROUTE 11 IN JEFFERSON, GO SOUTH ALONG
 ED1712'U.S. HIGHWAY 129 (STATE ROUTES 82 AND 15) FOR 0.5 MILE TO THE
 ED1712'JUNCTION OF GORDON ROAD TO THE LEFT.  TURN LEFT, GOING EAST ALONG
 ED1712'GORDON ROAD FOR 0.25 MILE TO THE SARDIS PRESBYTERIAN CHURCH AND
 ED1712'THE STATION ON THE LEFT.
 ED1712'
 ED1712'THE STATION IS LOCATED 47 FEET NORTH OF THE CENTERLINE OF GORDON
 ED1712'ROAD, 35.2 FEET NORTHWEST OF A FIRE HYDRANT, 5.0 FEET SOUTHEAST OF
 ED1712'THE EAST SIDE OF THE SARDIS PRESBYTERIAN CHURCH SIGN, 48.0 FEET
 ED1712'EAST OF A 10 INCH ELM TREE, AND 54.0 FEET SOUTH-SOUTHWEST OF THE
 ED1712'EASTERNMOST COLUMN OF THE FRONT PORCH OF THE CHURCH BUILDING.
 ED1712'IT IS A STANDARD BRASS DISK STAMPED 078-206, SET IN THE TOP OF
 ED1712'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1712'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1712'STAMPED 078-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1712'0.67 METER BELOW THE SURFACE OF THE GROUND.
 ED1712'
 ED1712'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 129
 ED1712'AND GORDON ROAD, GO SOUTH ALONG U.S. HIGHWAY 129 FOR 0.1 MILE TO THE
 ED1712'MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 078-206 AZMK, SET
 ED1712'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1712'SURFACE OF THE GROUND.  IT IS LOCATED 25 FEET EAST-NORTHEAST OF
 ED1712'THE CENTERLINE OF U.S. HIGHWAY 129, 96.0 FEET NORTH-NORTHWEST OF A
 ED1712'POWER POLE, 58.0 FEET SOUTH-SOUTHEAST OF ANOTHER POWER POLE, 91.0
 ED1712'FEET SOUTH OF THE SOUTH CORNER OF THE BRUCES FINE FOODS
 ED1712'BUILDING, AND 2.2 FEET WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1727 ***********************************************************************
 ED1727  DESIGNATION -  BV 078 207
 ED1727  PID         -  ED1727
 ED1727  STATE/COUNTY-  GA/JACKSON
 ED1727  USGS QUAD   -  PENDERGRASS (1964)
 ED1727
 ED1727                         *CURRENT SURVEY CONTROL
 ED1727  ___________________________________________________________________
 ED1727* NAD 83(1994)-  34 08 03.68926(N)    083 39 17.66725(W)     ADJUSTED  
 ED1727* NAVD 88     -       257.2    (meters)     844.     (feet)  VERTCON   
 ED1727  ___________________________________________________________________
 ED1727  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ED1727  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ED1727
 ED1727  HORZ ORDER  -  SECOND
 ED1727
 ED1727.The horizontal coordinates were established by classical geodetic methods
 ED1727.and adjusted by the National Geodetic Survey in September 1997..
 ED1727
 ED1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1727
 ED1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1727
 ED1727.The geoid height was determined by GEOID03.
 ED1727
 ED1727;                    North         East     Units Scale Factor Converg.
 ED1727;SPC GA W     -   458,523.971   747,199.702   MT  0.99992745   +0 17 13.8
 ED1727;SPC GA W     - 1,504,340.73  2,451,437.69   sFT  0.99992745   +0 17 13.8
 ED1727;UTM  17      - 3,780,237.694   255,179.029   MT  1.00033891   -1 29 25.8
 ED1727
 ED1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1727!SPC GA W     -   0.99996428  x   0.99992745  =   0.99989173
 ED1727!UTM  17      -   0.99996428  x   1.00033891  =   1.00030318
 ED1727
 ED1727:                Primary Azimuth Mark                     Grid Az
 ED1727:SPC GA W     -  BV 078 207 AZ MK                         019 26 07.8
 ED1727:UTM  17      -  BV 078 207 AZ MK                         021 12 47.4
 ED1727
 ED1727|---------------------------------------------------------------------|
 ED1727| PID    Reference Object                     Distance      Geod. Az  |
 ED1727|                                                           dddmmss.s |
 ED1727| CZ4410 BV 078 207 AZ MK                                   0194321.6 |
 ED1727| ED1715 JEFFERSON W MUN TANK                APPROX. 6.6 KM 1030715.5 |
 ED1727| ED1713 JEFFERSON S MUN TANK                APPROX. 8.2 KM 1111531.7 |
 ED1727| ED1710 JEFFERSON STANDARD COOSA TANK       APPROX. 9.2 KM 1192329.1 |
 ED1727|---------------------------------------------------------------------|
 ED1727
 ED1727                          SUPERSEDED SURVEY CONTROL
 ED1727
 ED1727  NAD 83(1986)-  34 08 03.69599(N)    083 39 17.66717(W) AD(       ) 2
 ED1727  NAD 27      -  34 08 03.30481(N)    083 39 18.06758(W) AD(       ) 2
 ED1727  NGVD 29 (07/19/86)  257.2    (m)          844.     (f) VERT ANG       
 ED1727
 ED1727.Superseded values are not recommended for survey control.
 ED1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1727.See file dsdata.txt to determine how the superseded data were derived.
 ED1727
 ED1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5517980238(NAD 83)
 ED1727_MARKER: DD = SURVEY DISK
 ED1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1727
 ED1727  HISTORY     - Date     Condition        Report By
 ED1727  HISTORY     - 1975     MONUMENTED       GADT
 ED1727
 ED1727                          STATION DESCRIPTION
 ED1727
 ED1727'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1727'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHEAST OF
 ED1727'PENDERGRASS, 4-3/4 MILES WEST-NORTHWEST OF JEFFERSON, AND 6-1/2
 ED1727'MILES EAST-NORTHEAST OF BRASELTON ON THE PROPERTY OF MR. LEWIS
 ED1727'SAILORS.
 ED1727'
 ED1727'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PENDERGRASS,
 ED1727'GO SOUTH ALONG STATE ROUTE 332 FOR 2.5 MILES TO A BRIDGE OVER
 ED1727'INTERSTATE HIGHWAY 85.  CONTINUE SOUTH ALONG STATE ROUTE 332 FOR
 ED1727'0.5 MILE TO THE JUNCTION OF COUNTY ROAD 217 TO THE LEFT.  TURN
 ED1727'LEFT, GOING EAST ALONG COUNTY ROAD 217 FOR 2.1 MILES TO THE
 ED1727'JUNCTION OF COUNTY ROAD 214 CROSSING.  TURN LEFT, GOING
 ED1727'NORTHWESTERLY ALONG COUNTY ROAD 214 FOR 0.6 MILE TO THE
 ED1727'JUNCTION OF COUNTY ROAD 215 TO THE LEFT.  CONTINUE NORTHWESTERLY
 ED1727'ALONG COUNTY ROAD 214 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ED1727'
 ED1727'THE STATION IS LOCATED 20 FEET NORTHEAST OF THE CENTERLINE OF
 ED1727'COUNTY ROAD 214, 165.0 FEET EAST-NORTHEAST OF A POWER POLE ON THE
 ED1727'SOUTHWEST SIDE OF THE ROAD, 469.0 FEET SOUTHEAST OF A POWER POLE,
 ED1727'AND 1.6 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1727'DISK STAMPED 078-207, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1727'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1727'UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-207, SET IN AN
 ED1727'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE
 ED1727'SURFACE OF THE GROUND.
 ED1727'
 ED1727'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY
 ED1727'85 AND U.S. HIGHWAY 129 (STATE ROUTE 11) LOCATED APPROXIMATELY 2
 ED1727'MILES EAST-SOUTHEAST OF PENDERGRASS, GO WESTERLY ALONG U.S. HIGHWAY
 ED1727'129 FOR ABOUT 400 FEET TO THE JUNCTION OF THE INTERSTATE HIGHWAY
 ED1727'85 SOUTHBOUND EXIT RAMP TO THE RIGHT AND THE MARK IN THE
 ED1727'TRIANGULAR CONCRETE TRAFFIC ISLAND ON THE RIGHT.  IT IS A
 ED1727'STANDARD DISK STAMPED 078-207 AZMK, SET IN A 1 INCH DIAMETER DRILL
 ED1727'HOLE FLUSH WITH THE SURFACE OF THE CONCRETE TRAFFIC ISLAND.  IT
 ED1727'IS LOCATED 22 FEET NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 ED1727'HIGHWAY 129, 32.3 FEET EAST OF THE WESTERNMOST POINT OF THE
 ED1727'TRAFFIC ISLAND, 33.0 FEET SOUTH OF THE NORTHERNMOST POINT OF THE
 ED1727'ISLAND, 16.4 FEET NORTHWEST OF THE SOUTHEASTERNMOST POINT OF THE
 ED1727'ISLAND, AND 43.5 FEET NORTH-NORTHEAST OF A WITNESS POST ON THE
 ED1727'SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1705 ***********************************************************************
 ED1705  DESIGNATION -  BV 078 208
 ED1705  PID         -  ED1705
 ED1705  STATE/COUNTY-  GA/JACKSON
 ED1705  USGS QUAD   -  JEFFERSON (1964)
 ED1705
 ED1705                         *CURRENT SURVEY CONTROL
 ED1705  ___________________________________________________________________
 ED1705* NAD 83(1994)-  34 05 39.43167(N)    083 30 27.01475(W)     ADJUSTED  
 ED1705* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 ED1705  ___________________________________________________________________
 ED1705  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 ED1705  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 ED1705
 ED1705  HORZ ORDER  -  SECOND
 ED1705
 ED1705.The horizontal coordinates were established by classical geodetic methods
 ED1705.and adjusted by the National Geodetic Survey in September 1997..
 ED1705
 ED1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1705
 ED1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1705
 ED1705.The geoid height was determined by GEOID03.
 ED1705
 ED1705;                    North         East     Units Scale Factor Converg.
 ED1705;SPC GA W     -   454,157.345   760,823.648   MT  0.99994559   +0 22 10.2
 ED1705;SPC GA W     - 1,490,014.56  2,496,135.59   sFT  0.99994559   +0 22 10.2
 ED1705;UTM  17      - 3,775,449.030   268,665.933   MT  1.00025974   -1 24 22.4
 ED1705
 ED1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1705!SPC GA W     -   0.99996571  x   0.99994559  =   0.99991130
 ED1705!UTM  17      -   0.99996571  x   1.00025974  =   1.00022544
 ED1705
 ED1705:                Primary Azimuth Mark                     Grid Az
 ED1705:SPC GA W     -  BV 078 208 AZ MK                         114 47 05.9
 ED1705:UTM  17      -  BV 078 208 AZ MK                         116 33 38.5
 ED1705
 ED1705|---------------------------------------------------------------------|
 ED1705| PID    Reference Object                     Distance      Geod. Az  |
 ED1705|                                                           dddmmss.s |
 ED1705| CZ4411 BV 078 208 AZ MK                                   1150916.1 |
 ED1705| ED1704 BV 078 208 GADT 1975 PTA             24.782 METERS 11944     |
 ED1705|---------------------------------------------------------------------|
 ED1705
 ED1705                          SUPERSEDED SURVEY CONTROL
 ED1705
 ED1705  NAD 83(1986)-  34 05 39.43853(N)    083 30 27.01426(W) AD(       ) 2
 ED1705  NAD 27      -  34 05 39.04061(N)    083 30 27.42997(W) AD(       ) 2
 ED1705  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 ED1705
 ED1705.Superseded values are not recommended for survey control.
 ED1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1705.See file dsdata.txt to determine how the superseded data were derived.
 ED1705
 ED1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6866675449(NAD 83)
 ED1705_MARKER: DD = SURVEY DISK
 ED1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1705
 ED1705  HISTORY     - Date     Condition        Report By
 ED1705  HISTORY     - 1975     MONUMENTED       GADT
 ED1705
 ED1705                          STATION DESCRIPTION
 ED1705
 ED1705'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1705'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST-NORTHEAST OF
 ED1705'ARCADE, 4-1/4 MILES EAST-SOUTHEAST OF JEFFERSON, AND 4-1/2 MILES
 ED1705'WEST-SOUTHWEST OF NICHOLSON ON COUNTY RIGHT OF WAY.
 ED1705'
 ED1705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1705'ROUTE 11) AND STATE ROUTE 82 (STATE ROUTE 15) IN JEFFERSON, GO
 ED1705'NORTHEASTERLY ALONG STATE ROUTES 82 AND 15 FOR 0.3 MILE TO THE
 ED1705'JUNCTION OF STATE ROUTE 335 TO THE RIGHT.  TURN RIGHT, GOING
 ED1705'EASTERLY ALONG STATE ROUTE 335 FOR 1.55 MILES TO THE JUNCTION OF
 ED1705'COUNTY ROAD 86 TO THE RIGHT.  CONTINUE EASTERLY ALONG STATE
 ED1705'ROUTE 335 FOR 0.5 MILE TO THE JUNCTION OF COUNTY ROAD 81 TO THE
 ED1705'RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED1705'81 FOR 2.2 MILES TO THE JUNCTION OF COUNTY ROAD 87 TO THE RIGHT AND
 ED1705'THE STATION ON THE RIGHT.
 ED1705'
 ED1705'THE STATION IS LOCATED 27 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1705'COUNTY ROAD 81, 103 FEET EAST-SOUTHEAST OF THE POINT OF INTERSECTION
 ED1705'OF THE CENTERLINES OF COUNTY ROADS 81 AND 87, 32.0 FEET NORTHEAST
 ED1705'OF A POWER POLE, AND 3.0 FEET NORTHEAST OF A WITNESS POST SET AT A
 ED1705'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 078-208, SET IN
 ED1705'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1705'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1705'STAMPED 078-208, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1705'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF GROUND.
 ED1705'
 ED1705'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ALONG
 ED1705'COUNTY ROAD 81 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 ED1705'IS LOCATED 42 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 ED1705'81, 197.0 FEET WEST-SOUTHWEST OF AN 8 INCH SPRUCE TREE, 5.0 FEET
 ED1705'WEST OF A POWER POLE, AND 2.3 FEET NORTH-NORTHEAST OF A WITNESS
 ED1705'POST.  IT IS A STANDARD DISK STAPED 078-208 AZMK, SET IN THE TOP
 ED1705'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1705'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1703 ***********************************************************************
 ED1703  DESIGNATION -  BV 078 209
 ED1703  PID         -  ED1703
 ED1703  STATE/COUNTY-  GA/JACKSON
 ED1703  USGS QUAD   -  APPLE VALLEY (1976)
 ED1703
 ED1703                         *CURRENT SURVEY CONTROL
 ED1703  ___________________________________________________________________
 ED1703* NAD 83(1994)-  34 09 43.57172(N)    083 37 25.09990(W)     ADJUSTED  
 ED1703* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 ED1703  ___________________________________________________________________
 ED1703  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 ED1703  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 ED1703
 ED1703  HORZ ORDER  -  SECOND
 ED1703
 ED1703.The horizontal coordinates were established by classical geodetic methods
 ED1703.and adjusted by the National Geodetic Survey in September 1997..
 ED1703
 ED1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1703
 ED1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1703
 ED1703.The geoid height was determined by GEOID03.
 ED1703
 ED1703;                    North         East     Units Scale Factor Converg.
 ED1703;SPC GA W     -   461,616.241   750,067.283   MT  0.99993089   +0 18 17.8
 ED1703;SPC GA W     - 1,514,485.95  2,460,845.74   sFT  0.99993089   +0 18 17.8
 ED1703;UTM  17      - 3,783,240.691   258,142.377   MT  1.00032112   -1 28 26.3
 ED1703
 ED1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1703!SPC GA W     -   0.99996017  x   0.99993089  =   0.99989107
 ED1703!UTM  17      -   0.99996017  x   1.00032112  =   1.00028128
 ED1703
 ED1703:                Primary Azimuth Mark                     Grid Az
 ED1703:SPC GA W     -  BLACKSTOCK                               136 54 36.6
 ED1703:UTM  17      -  BLACKSTOCK                               138 41 20.7
 ED1703
 ED1703|---------------------------------------------------------------------|
 ED1703| PID    Reference Object                     Distance      Geod. Az  |
 ED1703|                                                           dddmmss.s |
 ED1703| ED1695 BLACKSTOCK                          APPROX. 2.6 KM 1371254.4 |
 ED1703| CZ4412 BV 078 209 AZ MK                                   2480228.7 |
 ED1703|---------------------------------------------------------------------|
 ED1703
 ED1703                          SUPERSEDED SURVEY CONTROL
 ED1703
 ED1703  NAD 83(1986)-  34 09 43.57842(N)    083 37 25.09977(W) AD(       ) 2
 ED1703  NAD 27      -  34 09 43.18898(N)    083 37 25.50398(W) AD(       ) 2
 ED1703  NGVD 29 (07/19/86)  283.4    (m)          930.     (f) VERT ANG       
 ED1703
 ED1703.Superseded values are not recommended for survey control.
 ED1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1703.See file dsdata.txt to determine how the superseded data were derived.
 ED1703
 ED1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5814283241(NAD 83)
 ED1703_MARKER: DD = SURVEY DISK
 ED1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1703
 ED1703  HISTORY     - Date     Condition        Report By
 ED1703  HISTORY     - 1975     MONUMENTED       GADT
 ED1703
 ED1703                          STATION DESCRIPTION
 ED1703
 ED1703'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1703'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF PENDERGRASS,
 ED1703'5-3/4 MILES EAST-SOUTHEAST OF TALMO, AND 4-1/2 MILES NORTHWEST OF
 ED1703'JEFFERSON ON COUNTY RIGHT OF WAY.
 ED1703'
 ED1703'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 ED1703'U.S. HIGHWAY 129 (STATE ROUTE 11) LOCATED APPROXIMATELY 4 MILES
 ED1703'EAST-SOUTHEAST OF PENDERGRASS, GO EAST-SOUTHEAST ALONG U.S. HIGHWAY
 ED1703'129 FOR 0.25 MILE TO THE JUNCTION OF COUNTY ROAD 236 CROSSING.
 ED1703'TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 236 FOR 0.7 MILE
 ED1703'TO THE JUNCTION OF COUNTY ROAD 229 CROSSING.  CONTINUE
 ED1703'NORTHEASTERLY ALONG COUNTY ROAD 236 FOR 0.45 MILE TO THE AZIMUTH
 ED1703'MARK ON THE LEFT.  CONTINUE NORTHEASTERLY ALONG COUNTY
 ED1703'ROAD 236 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ED1703'
 ED1703'THE STATION IS LOCATED 30 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ED1703'OF COUNTY ROAD 236, 67.8 FEET WEST OF THE CENTER PULL POST OF A
 ED1703'FENCELINE BRACE, 5.0 FEET NORTH-NORTHWEST OF A WITNESS POST SET AT
 ED1703'THE FENCELINE, 50.0 FEET SOUTH-SOUTHEAST OF THE EAST END OF A
 ED1703'DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH, 113.0 FEET SOUTHEAST OF
 ED1703'AN 18 INCH PINE TREE ON THE NORTH SIDE OF THE ROAD, AND 101.0
 ED1703'FEET SOUTH-SOUTHWEST OF A 24 INCH OAK TREE ON THE NORTH SIDE
 ED1703'OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 078-209,
 ED1703'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1703'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1703'DISK STAMPED 078-209, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1703'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.
 ED1703'
 ED1703'THE AZIMUTH MARK IS LOCATED 29.0 FEET NORTH-NORTHWEST OF THE
 ED1703'CENTERLINE OF COUNTY ROAD 236, 58.0 FEET SOUTHWEST OF AN 8 INCH PINE
 ED1703'TREE, 40.3 FEET EAST-SOUTHEAST OF ANOTHER 8 INCH PINE TREE, AND 2.8
 ED1703'FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1703'STAMPED 078-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1703'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1584 ***********************************************************************
 ED1584  DESIGNATION -  BV 078 210
 ED1584  PID         -  ED1584
 ED1584  STATE/COUNTY-  GA/JACKSON
 ED1584  USGS QUAD   -  NICHOLSON (1985)
 ED1584
 ED1584                         *CURRENT SURVEY CONTROL
 ED1584  ___________________________________________________________________
 ED1584* NAD 83(1994)-  34 03 48.63216(N)    083 25 21.80952(W)     ADJUSTED  
 ED1584* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 ED1584  ___________________________________________________________________
 ED1584  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 ED1584  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 ED1584
 ED1584  HORZ ORDER  -  SECOND
 ED1584
 ED1584.The horizontal coordinates were established by classical geodetic methods
 ED1584.and adjusted by the National Geodetic Survey in September 1997..
 ED1584
 ED1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1584
 ED1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1584
 ED1584.The geoid height was determined by GEOID03.
 ED1584
 ED1584;                    North         East     Units Scale Factor Converg.
 ED1584;SPC GA W     -   450,797.303   768,671.571   MT  0.99995811   +0 25 00.1
 ED1584;SPC GA W     - 1,478,990.82  2,521,883.31   sFT  0.99995811   +0 25 00.1
 ED1584;UTM  17      - 3,771,846.483   276,408.229   MT  1.00021631   -1 21 27.2
 ED1584
 ED1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1584!SPC GA W     -   0.99996600  x   0.99995811  =   0.99992411
 ED1584!UTM  17      -   0.99996600  x   1.00021631  =   1.00018230
 ED1584
 ED1584|---------------------------------------------------------------------|
 ED1584| PID    Reference Object                     Distance      Geod. Az  |
 ED1584|                                                           dddmmss.s |
 ED1584| ED1585 BV 078 210 GADT 1975 PTA             19.651 METERS 21310     |
 ED1584| ED2850 BV 078 210 AZ MK                                   2572819.8 |
 ED1584|---------------------------------------------------------------------|
 ED1584
 ED1584                          SUPERSEDED SURVEY CONTROL
 ED1584
 ED1584  NAD 83(1986)-  34 03 48.63915(N)    083 25 21.80906(W) AD(       ) 2
 ED1584  NAD 27      -  34 03 48.23639(N)    083 25 22.23479(W) AD(       ) 2
 ED1584  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 ED1584
 ED1584.Superseded values are not recommended for survey control.
 ED1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1584.See file dsdata.txt to determine how the superseded data were derived.
 ED1584
 ED1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7640871846(NAD 83)
 ED1584_MARKER: DD = SURVEY DISK
 ED1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1584
 ED1584  HISTORY     - Date     Condition        Report By
 ED1584  HISTORY     - 1975     MONUMENTED       GADT
 ED1584
 ED1584                          STATION DESCRIPTION
 ED1584
 ED1584'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1584'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTH-NORTHWEST OF
 ED1584'CENTER, 3-1/2 MILES SOUTH OF NICHOLSON, AND 8 MILES NORTH-NORTHWEST
 ED1584'OF ATHENS ON THE PROPERTY OF THE GEORGIA POWER COMPANY.
 ED1584'
 ED1584'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 335 AND
 ED1584'U.S. HIGHWAY 441 (STATE ROUTE 15) IN NICHOLSON, GO SOUTH ALONG
 ED1584'U.S. HIGHWAY 441 FOR 2.25 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1584'90990 TO THE LEFT AND COUNTY ROAD 92 TO THE RIGHT.  CONTINUE SOUTH
 ED1584'ALONG U.S. HIGHWAY 441 FOR 1.25 MILES TO THE JUNCTION OF A TRACK
 ED1584'ROAD LEADING TO A GEORGIA POWER COMPANY POWER TRANSMISSION
 ED1584'LINE TO THE RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ALONG THE
 ED1584'TRACK ROAD FOR 0.1 MILE TO A DOUBLE POLED METAL TRUSS TRANSMISSION
 ED1584'POLE TO THE LEFT AND THE STATION ON THE LEFT.
 ED1584'
 ED1584'THE STATION IS LOCATED 24.0 FEET SOUTH OF THE NORTHWEST CORNER OF
 ED1584'THE NORTHERNMOST POLE OF THE DOUBLE-POLED TRUSS TRANSMISSION POLE,
 ED1584'6.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHERN
 ED1584'POLE, AND 5.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A
 ED1584'STANDARD BRASS DISK STAMPED 078-210, SET IN THE TOP OF A 10 INCH
 ED1584'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1584'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-210, SET IN
 ED1584'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 ED1584'BELOW THE SURFACE OF THE GROUND.
 ED1584'
 ED1584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST ALONG
 ED1584'THE TRACK ROAD AND THE GEORGIA POWER LINE FOR 0.25 MILE TO ANOTHER
 ED1584'DOUBLE-POLED METAL TRUSS TRANSMISSION POLE AND THE MARK ON THE
 ED1584'RIGHT.  IT IS LOCATED 2.0 FEET WEST OF A WITNESS POST SET AT THE
 ED1584'SOUTHERNMOST POLE OF THE TRANSMISSION LINE POLE AND 20.0 FEET
 ED1584'SOUTH OF THE SOUTHEAST CORNER OF THE NORTHERNMOST POLE.  IT IS A
 ED1584'STANDARD DISK STAMPED 078-210 AZMK, SET IN THE TOP OF A 10 INCH
 ED1584'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1589 ***********************************************************************
 ED1589  DESIGNATION -  BV 078 211
 ED1589  PID         -  ED1589
 ED1589  STATE/COUNTY-  GA/JACKSON
 ED1589  USGS QUAD   -  NICHOLSON (1985)
 ED1589
 ED1589                         *CURRENT SURVEY CONTROL
 ED1589  ___________________________________________________________________
 ED1589* NAD 83(1994)-  34 01 14.13605(N)    083 26 53.79814(W)     ADJUSTED  
 ED1589* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 ED1589  ___________________________________________________________________
 ED1589  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 ED1589  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 ED1589
 ED1589  HORZ ORDER  -  SECOND
 ED1589
 ED1589.The horizontal coordinates were established by classical geodetic methods
 ED1589.and adjusted by the National Geodetic Survey in September 1997..
 ED1589
 ED1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1589
 ED1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1589
 ED1589.The geoid height was determined by GEOID03.
 ED1589
 ED1589;                    North         East     Units Scale Factor Converg.
 ED1589;SPC GA W     -   446,020.446   766,346.252   MT  0.99995424   +0 24 07.0
 ED1589;SPC GA W     - 1,463,318.75  2,514,254.33   sFT  0.99995424   +0 24 07.0
 ED1589;UTM  17      - 3,767,142.615   273,935.545   MT  1.00023003   -1 22 13.3
 ED1589
 ED1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1589!SPC GA W     -   0.99996693  x   0.99995424  =   0.99992117
 ED1589!UTM  17      -   0.99996693  x   1.00023003  =   1.00019695
 ED1589
 ED1589|---------------------------------------------------------------------|
 ED1589| PID    Reference Object                     Distance      Geod. Az  |
 ED1589|                                                           dddmmss.s |
 ED1589| ED1588 BV 078 211 GADT 1975 PTA             29.060 METERS 04324     |
 ED1589| ED2851 BV 078 211 AZ MK                                   0550936.5 |
 ED1589|---------------------------------------------------------------------|
 ED1589
 ED1589                          SUPERSEDED SURVEY CONTROL
 ED1589
 ED1589  NAD 83(1986)-  34 01 14.14309(N)    083 26 53.79725(W) AD(       ) 2
 ED1589  NAD 27      -  34 01 13.73660(N)    083 26 54.22355(W) AD(       ) 2
 ED1589  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 ED1589
 ED1589.Superseded values are not recommended for survey control.
 ED1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1589.See file dsdata.txt to determine how the superseded data were derived.
 ED1589
 ED1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7393667143(NAD 83)
 ED1589_MARKER: DD = SURVEY DISK
 ED1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1589
 ED1589  HISTORY     - Date     Condition        Report By
 ED1589  HISTORY     - 1975     MONUMENTED       GADT
 ED1589
 ED1589                          STATION DESCRIPTION
 ED1589
 ED1589'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1589'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF CENTER, 6
 ED1589'MILES NORTHWEST OF ATHENS, AND 7-1/2 MILES EAST-SOUTHEAST OF ARCADE
 ED1589'ON COUNTY RIGHT OF WAY.
 ED1589'
 ED1589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1589'ROUTE 15) AND STATE ROUTE 82, IN ARCADE, LOCATED 3 MILES SOUTH OF
 ED1589'JEFFERSON, GO SOUTHEASTERLY ALONG U.S. HIGHWAY 129 FOR 6.9 MILES TO
 ED1589'THE JUNCTION OF STATE ROUTE 330 TO THE RIGHT.  CONTINUE
 ED1589'SOUTHEASTERLY ALONG U.S. HIGHWAY 129 FOR 1.35 MILES TO THE
 ED1589'JUNCTION OF COUNTY ROAD 115 TO THE LEFT.  TURN LEFT, GOING
 ED1589'NORTHEASTERLY ALONG COUNTY ROAD 115 FOR 1.0 MILE TO THE
 ED1589'JUNCTION OF COUNTY ROAD 111 CROSSING.  CONTINUE NORTHEASTERLY
 ED1589'ALONG COUNTY ROAD 115 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 ED1589'
 ED1589'THE STATION IS LOCATED 30 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1589'COUNTY ROAD 115, 98.0 FEET SOUTH OF A POWER POLE ON THE NORTHWEST
 ED1589'SIDE OF THE ROAD, 69.0 FEET SOUTHEAST OF A 30 INCH OAK TREE ON THE
 ED1589'NORTHWEST SIDE OF THE ROAD, 19.0 FEET NORTHEAST OF A POWER POLE,
 ED1589'AND 2.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1589'DISK STAMPED 078-211, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1589'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1589'UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-211, SET IN AN
 ED1589'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW THE
 ED1589'SURFACE OF THE GROUND.
 ED1589'
 ED1589'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ALONG
 ED1589'COUNTY ROAD 115 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 ED1589'IS LOCATED 30 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 115,
 ED1589'217.5 FEET SOUTH-SOUTHWEST OF THE CORNER OF A FENCELINE ON THE
 ED1589'NORTHWEST SIDE OF THE ROAD, 255.0 FEET WEST-SOUTHWEST OF THE
 ED1589'JUNCTION OF A FENCE, 158.0 FEET NORTHWEST OF A POWER POLE, AND
 ED1589'1.5 FEET NORTHWEST OF A FENCELINE AND A WITNESS POST.  IT IS A
 ED1589'STANDARD DISK STAMPED 078-211 AZMK, SET IN THE TOP OF A 10 INCH
 ED1589'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1603 ***********************************************************************
 ED1603  DESIGNATION -  BV 078 212
 ED1603  PID         -  ED1603
 ED1603  STATE/COUNTY-  GA/JACKSON
 ED1603  USGS QUAD   -  COMMERCE (1976)
 ED1603
 ED1603                         *CURRENT SURVEY CONTROL
 ED1603  ___________________________________________________________________
 ED1603* NAD 83(1994)-  34 08 48.87050(N)    083 28 04.33322(W)     ADJUSTED  
 ED1603* NAVD 88     -       256.     (meters)     840.     (feet)  VERTCON   
 ED1603  ___________________________________________________________________
 ED1603  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 ED1603  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED1603
 ED1603  HORZ ORDER  -  SECOND
 ED1603
 ED1603.The horizontal coordinates were established by classical geodetic methods
 ED1603.and adjusted by the National Geodetic Survey in September 1997..
 ED1603
 ED1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1603
 ED1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1603
 ED1603.The geoid height was determined by GEOID03.
 ED1603
 ED1603;                    North         East     Units Scale Factor Converg.
 ED1603;SPC GA W     -   460,018.281   764,440.952   MT  0.99995117   +0 23 32.1
 ED1603;SPC GA W     - 1,509,243.31  2,508,003.36   sFT  0.99995117   +0 23 32.1
 ED1603;UTM  17      - 3,781,196.708   272,464.375   MT  1.00023824   -1 23 09.1
 ED1603
 ED1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1603!SPC GA W     -   0.99996447  x   0.99995117  =   0.99991564
 ED1603!UTM  17      -   0.99996447  x   1.00023824  =   1.00020270
 ED1603
 ED1603|---------------------------------------------------------------------|
 ED1603| PID    Reference Object                     Distance      Geod. Az  |
 ED1603|                                                           dddmmss.s |
 ED1603| ED1602 BV 078 212 GADT 1975 PTA             25.151 METERS 07635     |
 ED1603| ED2852 BV 078 212 AZ MK                                   0925912.9 |
 ED1603|---------------------------------------------------------------------|
 ED1603
 ED1603                          SUPERSEDED SURVEY CONTROL
 ED1603
 ED1603  NAD 83(1986)-  34 08 48.87703(N)    083 28 04.33230(W) AD(       ) 2
 ED1603  NAD 27      -  34 08 48.48211(N)    083 28 04.75274(W) AD(       ) 2
 ED1603  NGVD 29 (07/19/86)  256.     (m)          840.     (f) VERT ANG       
 ED1603
 ED1603.Superseded values are not recommended for survey control.
 ED1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1603.See file dsdata.txt to determine how the superseded data were derived.
 ED1603
 ED1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7246481197(NAD 83)
 ED1603_MARKER: DD = SURVEY DISK
 ED1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1603
 ED1603  HISTORY     - Date     Condition        Report By
 ED1603  HISTORY     - 1975     MONUMENTED       GADT
 ED1603
 ED1603                          STATION DESCRIPTION
 ED1603
 ED1603'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1603'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHWEST OF NICHOLSON,
 ED1603'4 MILES SOUTH OF COMMERCE, AND 5-1/2 MILES EAST-NORTHEAST OF
 ED1603'JEFFERSON ON COUNTY RIGHT OF WAY.
 ED1603'
 ED1603'TO REACH THE STATION FROM THE POST OFFICE IN COMMERCE, GO
 ED1603'SOUTHEASTERLY ALONG U.S. HIGHWAY 441 (STATE ROUTE 15 ALT) AND STATE
 ED1603'ROUTE 98 FOR 1 MILE TO THE JUNCTION OF STATE ROUTE 98 TO THE
 ED1603'LEFT.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY 441 FOR 0.4 MILE
 ED1603'TO THE JUNCTION OF STATE ROUTE 334 FORKING TO THE LEFT.  CONTINUE
 ED1603'SOUTH ALONG U.S. HIGHWAY 441 FOR 0.9 MILE TO THE JUNCTION OF
 ED1603'COUNTY ROAD 37 CROSSING.  CONTINUE SOUTH ALONG U.S. HIGHWAY 441
 ED1603'FOR 1.7 MILES TO THE JUNCTION OF COUNTY ROAD 92234 SPUR TO THE
 ED1603'RIGHT.  TURN RIGHT, GOING WEST ALONG COUNTY ROAD 92234 SPUR FOR
 ED1603'1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ALONG
 ED1603'COUNTY ROAD 92234 SPUR FOR 0.55 MILE TO THE STATION ON THE
 ED1603'LEFT.
 ED1603'
 ED1603'THE STATION IS LOCATED 42 FEET SOUTH OF THE CENTERLINE OF COUNTY
 ED1603'ROAD 92234 SPUR, 220.0 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 ED1603'SOUTH END OF A 24 INCH CULVERT, 10.8 FEET WEST-NORTHWEST OF A POWER
 ED1603'POLE, AND 2.5 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.  IT
 ED1603'IS A STANDARD BRASS DISK STAMPED 078-212, SET IN THE TOP OF A 10
 ED1603'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1603'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1603'078-212, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1603'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1603'
 ED1603'THE AZIMUTH MARK IS LOCATED 37 FEET SOUTH OF THE CENTERLINE OF
 ED1603'COUNTY ROAD 92234 SPUR, 89.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 ED1603'OF A FENCE ON THE NORTH SIDE OF THE ROAD, 62.0 FEET NORTHEAST OF A
 ED1603'20 INCH PINE TREE, 30.9 FEET NORTHWEST OF A POWER POLE, AND 2.0
 ED1603'FEET NORTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 ED1603'DISK STAMPED 078-212 AZMK, SET IN TOP OF A 10 INCH CYLINDRICAL
 ED1603'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1594 ***********************************************************************
 ED1594  DESIGNATION -  BV 078 213
 ED1594  PID         -  ED1594
 ED1594  STATE/COUNTY-  GA/JACKSON
 ED1594  USGS QUAD   -  COMMERCE (1976)
 ED1594
 ED1594                         *CURRENT SURVEY CONTROL
 ED1594  ___________________________________________________________________
 ED1594* NAD 83(1994)-  34 08 56.22189(N)    083 23 55.45023(W)     ADJUSTED  
 ED1594* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 ED1594  ___________________________________________________________________
 ED1594  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 ED1594  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 ED1594
 ED1594  HORZ ORDER  -  SECOND
 ED1594
 ED1594.The horizontal coordinates were established by classical geodetic methods
 ED1594.and adjusted by the National Geodetic Survey in September 1997..
 ED1594
 ED1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1594
 ED1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1594
 ED1594.The geoid height was determined by GEOID03.
 ED1594
 ED1594;                    North         East     Units Scale Factor Converg.
 ED1594;SPC GA W     -   460,290.588   770,814.734   MT  0.99996180   +0 25 51.9
 ED1594;SPC GA W     - 1,510,136.70  2,528,914.67   sFT  0.99996180   +0 25 51.9
 ED1594;UTM  17      - 3,781,271.130   278,845.223   MT  1.00020294   -1 20 49.4
 ED1594
 ED1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1594!SPC GA W     -   0.99996321  x   0.99996180  =   0.99992501
 ED1594!UTM  17      -   0.99996321  x   1.00020294  =   1.00016614
 ED1594
 ED1594:                Primary Azimuth Mark                     Grid Az
 ED1594:SPC GA W     -  BV 078 213 AZ MK                         026 18 45.6
 ED1594:UTM  17      -  BV 078 213 AZ MK                         028 05 26.9
 ED1594
 ED1594|---------------------------------------------------------------------|
 ED1594| PID    Reference Object                     Distance      Geod. Az  |
 ED1594|                                                           dddmmss.s |
 ED1594| ED2853 BV 078 213 AZ MK                                   0264437.5 |
 ED1594| ED1595 BV 078 213 GADT 1975 PTA             25.869 METERS 27105     |
 ED1594|---------------------------------------------------------------------|
 ED1594
 ED1594                          SUPERSEDED SURVEY CONTROL
 ED1594
 ED1594  NAD 83(1986)-  34 08 56.22885(N)    083 23 55.44942(W) AD(       ) 2
 ED1594  NAD 27      -  34 08 55.83222(N)    083 23 55.87923(W) AD(       ) 2
 ED1594  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 ED1594
 ED1594.Superseded values are not recommended for survey control.
 ED1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1594.See file dsdata.txt to determine how the superseded data were derived.
 ED1594
 ED1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7884581271(NAD 83)
 ED1594_MARKER: DD = SURVEY DISK
 ED1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1594
 ED1594  HISTORY     - Date     Condition        Report By
 ED1594  HISTORY     - 1975     MONUMENTED       GADT
 ED1594
 ED1594                          STATION DESCRIPTION
 ED1594
 ED1594'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1594'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHEAST OF
 ED1594'NICHOLSON, 5 MILES SOUTHEAST OF COMMERCE, AND 6-1/4 MILES
 ED1594'WEST-SOUTHWEST OF ILA, ON STATE RIGHT OF WAY.
 ED1594'
 ED1594'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 334 AND
 ED1594'U.S. HIGHWAY 441 (STATE ROUTE 15 ALT), APPROXIMATELY 1-1/2 MILES
 ED1594'SOUTHEAST OF COMMERCE, GO SOUTHEASTERLY ALONG STATE ROUTE 334 FOR
 ED1594'1.4 MILES TO THE JUNCTION OF COUNTY ROAD 55 CROSSING.  CONTINUE
 ED1594'SOUTHEASTERLY ALONG STATE ROUTE 334 FOR 1.1 MILE TO THE JUNCTION
 ED1594'OF COUNTY ROAD 51 FORKING TO THE LEFT.  CONTINUE SOUTHEASTERLY
 ED1594'ALONG STATE ROUTE 334 FOR 1.1 MILES TO THE JUNCTION OF COUNTY
 ED1594'ROAD 50 TO THE LEFT.  CONTINUE SOUTHEASTERLY ALONG STATE ROUTE
 ED1594'334 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 58 TO THE
 ED1594'RIGHT AND THE STATION ON THE LEFT.
 ED1594'
 ED1594'THE STATION IS LOCATED 34 FEET NORTHEAST OF THE CENTERLINE OF
 ED1594'STATE ROUTE 334, 38.0 FEET EAST-NORTHEAST OF THE POINT OF
 ED1594'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD
 ED1594'58, 101.0 FEET NORTH OF A POWER POLE IN THE SOUTH QUADRANT OF
 ED1594'THE JUNCTION, AND 1.5 FEET SOUTHWEST OF A WITNESS POST SET AT A
 ED1594'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 078-213, SET IN
 ED1594'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1594'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1594'DISK STAMPED 078-213, SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1594'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 ED1594'GROUND.
 ED1594'
 ED1594'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 334
 ED1594'AND COUNTY ROAD 50, GO NORTHEASTERLY ALONG COUNTY ROAD 50 FOR
 ED1594'0.75 MILE TO THE JUNCTION OF COUNTY ROAD 51 CROSSING.  CONTINUE
 ED1594'NORTHEASTERLY ALONG COUNTY ROAD 50 FOR 0.05 MILE TO THE AZIMUTH
 ED1594'MARK ON THE RIGHT.  IT IS LOCATED 28.0 FEET EAST OF THE
 ED1594'CENTERLINE OF COUNTY ROAD 50, 139.0 FEET NORTH OF A POWER POLE,
 ED1594'AND 3.5 FEET WEST OF A WITNESS POST SET AT A FENCELINE.  IT IS
 ED1594'A STANDARD DISK STAMPED 078-213 AZMK, SET IN THE TOP OF A 10
 ED1594'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1594'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1609 ***********************************************************************
 ED1609  DESIGNATION -  BV 078 214
 ED1609  PID         -  ED1609
 ED1609  STATE/COUNTY-  GA/JACKSON
 ED1609  USGS QUAD   -  COMMERCE (1976)
 ED1609
 ED1609                         *CURRENT SURVEY CONTROL
 ED1609  ___________________________________________________________________
 ED1609* NAD 83(1994)-  34 09 18.51342(N)    083 26 34.30304(W)     ADJUSTED  
 ED1609* NAVD 88     -       278.     (meters)     912.     (feet)  VERTCON   
 ED1609  ___________________________________________________________________
 ED1609  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 ED1609  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED1609
 ED1609  HORZ ORDER  -  SECOND
 ED1609
 ED1609.The horizontal coordinates were established by classical geodetic methods
 ED1609.and adjusted by the National Geodetic Survey in September 1997..
 ED1609
 ED1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1609
 ED1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1609
 ED1609.The geoid height was determined by GEOID03.
 ED1609
 ED1609;                    North         East     Units Scale Factor Converg.
 ED1609;SPC GA W     -   460,947.662   766,740.719   MT  0.99995489   +0 24 23.0
 ED1609;SPC GA W     - 1,512,292.45  2,515,548.51   sFT  0.99995489   +0 24 23.0
 ED1609;UTM  17      - 3,782,054.514   274,792.525   MT  1.00022524   -1 22 19.5
 ED1609
 ED1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1609!SPC GA W     -   0.99996101  x   0.99995489  =   0.99991591
 ED1609!UTM  17      -   0.99996101  x   1.00022524  =   1.00018624
 ED1609
 ED1609|---------------------------------------------------------------------|
 ED1609| PID    Reference Object                     Distance      Geod. Az  |
 ED1609|                                                           dddmmss.s |
 ED1609| ED1608 BV 078 214 GADT 1975 PTA             11.158 METERS 03620     |
 ED1609| ED2854 BV 078 214 AZ MK                                   3504901.8 |
 ED1609|---------------------------------------------------------------------|
 ED1609
 ED1609                          SUPERSEDED SURVEY CONTROL
 ED1609
 ED1609  NAD 83(1986)-  34 09 18.52011(N)    083 26 34.30223(W) AD(       ) 2
 ED1609  NAD 27      -  34 09 18.12533(N)    083 26 34.72497(W) AD(       ) 2
 ED1609  NGVD 29 (07/19/86)  278.     (m)          912.     (f) VERT ANG       
 ED1609
 ED1609.Superseded values are not recommended for survey control.
 ED1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1609.See file dsdata.txt to determine how the superseded data were derived.
 ED1609
 ED1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7479382055(NAD 83)
 ED1609_MARKER: DD = SURVEY DISK
 ED1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1609
 ED1609  HISTORY     - Date     Condition        Report By
 ED1609  HISTORY     - 1975     MONUMENTED       GADT
 ED1609
 ED1609                          STATION DESCRIPTION
 ED1609
 ED1609'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1609'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHWEST
 ED1609'OF NICHOLSON, 3-1/2 MILES SOUTH-SOUTHEAST OF COMMERCE, AND 8
 ED1609'MILES EAST-NORTHEAST OF JEFFERSON ON STATE RIGHT OF WAY.
 ED1609'
 ED1609'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 334 AND
 ED1609'U.S. HIGHWAY 441, APPROXIMATELY 1-1/2 MILES SOUTHEAST OF
 ED1609'COMMERCE, GO SOUTH ALONG U.S. HIGHWAY 441 FOR 0.85 MILE TO THE
 ED1609'JUNCTION OF COUNTY ROAD 37 CROSSING.  CONTINUE SOUTH ALONG
 ED1609'U.S. HIGHWAY 441 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 ED1609'RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 441 FOR 0.9 MILE TO
 ED1609'THE JUNCTION OF COUNTY ROAD 34 TO THE RIGHT AND THE STATION ON
 ED1609'THE RIGHT.
 ED1609'
 ED1609'THE STATION IS LOCATED 60.5 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1609'OF U.S. HIGHWAY 441, 34.6 FEET NORTH OF A 14 INCH OAK TREE USED
 ED1609'AS A FENCELINE CORNER POST ON THE NORTH SIDE OF COUNTY ROAD 34,
 ED1609'105.0 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 2.6 FEET
 ED1609'EAST-NORTHEAST OF A WITNESS POST AND THE FENCELINE.  IT IS A
 ED1609'STANDARD BRASS DISK STAMPED 078-214, SET IN THE TOP OF A 10 INCH
 ED1609'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1609'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1609'078-214, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1609'0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1609'
 ED1609'THE AZIMUTH MARK IS LOCATED 44.0 FEET WEST OF THE CENTERLINE OF
 ED1609'U.S. HIGHWAY 441, 166 FEET SOUTHWEST OF A TELEPHONE POLE ON THE
 ED1609'EAST SIDE OF THE HIGHWAY, 182.0 FEET NORTHWEST OF ANOTHER POWER
 ED1609'POLE ON THE EAST SIDE OF THE HIGHWAY, 11.0 FEET NORTH OF A
 ED1609'POWER POLE, 16.0 FEET EAST OF A FENCELINE, AND 8.0 FEET EAST OF A
 ED1609'WITNESS POST.  IT IS A STANDARD DISK STAMPED 078-214 AZMK, SET
 ED1609'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1609'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1730 ***********************************************************************
 ED1730  DESIGNATION -  BV 078 215
 ED1730  PID         -  ED1730
 ED1730  STATE/COUNTY-  GA/JACKSON
 ED1730  USGS QUAD   -  PENDERGRASS (1964)
 ED1730
 ED1730                         *CURRENT SURVEY CONTROL
 ED1730  ___________________________________________________________________
 ED1730* NAD 83(1994)-  34 10 41.62974(N)    083 40 01.67715(W)     ADJUSTED  
 ED1730* NAVD 88     -       252.7    (meters)     829.     (feet)  VERTCON   
 ED1730  ___________________________________________________________________
 ED1730  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 ED1730  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 ED1730
 ED1730  HORZ ORDER  -  SECOND
 ED1730
 ED1730.The horizontal coordinates were established by classical geodetic methods
 ED1730.and adjusted by the National Geodetic Survey in September 1997..
 ED1730
 ED1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1730
 ED1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1730
 ED1730.The geoid height was determined by GEOID03.
 ED1730
 ED1730;                    North         East     Units Scale Factor Converg.
 ED1730;SPC GA W     -   463,384.519   746,048.357   MT  0.99992613   +0 16 50.3
 ED1730;SPC GA W     - 1,520,287.38  2,447,660.32   sFT  0.99992613   +0 16 50.3
 ED1730;UTM  17      - 3,785,133.669   254,178.690   MT  1.00034495   -1 29 56.6
 ED1730
 ED1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1730!SPC GA W     -   0.99996499  x   0.99992613  =   0.99989113
 ED1730!UTM  17      -   0.99996499  x   1.00034495  =   1.00030993
 ED1730
 ED1730:                Primary Azimuth Mark                     Grid Az
 ED1730:SPC GA W     -  BV 078 215 AZ MK                         229 43 13.9
 ED1730:UTM  17      -  BV 078 215 AZ MK                         231 30 00.8
 ED1730
 ED1730|---------------------------------------------------------------------|
 ED1730| PID    Reference Object                     Distance      Geod. Az  |
 ED1730|                                                           dddmmss.s |
 ED1730| CZ4413 BV 078 215 AZ MK                                   2300004.2 |
 ED1730|---------------------------------------------------------------------|
 ED1730
 ED1730                          SUPERSEDED SURVEY CONTROL
 ED1730
 ED1730  NAD 83(1986)-  34 10 41.63642(N)    083 40 01.67703(W) AD(       ) 2
 ED1730  NAD 27      -  34 10 41.25050(N)    083 40 02.07360(W) AD(       ) 2
 ED1730  NGVD 29 (07/19/86)  252.7    (m)          829.     (f) VERT ANG       
 ED1730
 ED1730.Superseded values are not recommended for survey control.
 ED1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1730.See file dsdata.txt to determine how the superseded data were derived.
 ED1730
 ED1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5417985134(NAD 83)
 ED1730_MARKER: DD = SURVEY DISK
 ED1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1730
 ED1730  HISTORY     - Date     Condition        Report By
 ED1730  HISTORY     - 1975     MONUMENTED       GADT
 ED1730
 ED1730                          STATION DESCRIPTION
 ED1730
 ED1730'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1730'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTHEAST OF
 ED1730'PENDERGRASS, 3 MILES EAST OF TALMO, AND 7 MILES EAST-SOUTHEAST
 ED1730'OF CANDLER ON COUNTY RIGHT OF WAY.
 ED1730'
 ED1730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 ED1730'(STATE ROUTE 11) AND STATE ROUTE 332 IN PENDERGRASS, GO
 ED1730'NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 0.55 MILE TO THE JUNCTION
 ED1730'OF COUNTY ROAD 92233 TO THE RIGHT.  TURN RIGHT, GOING
 ED1730'NORTHEASTERLY ALONG COUNTY ROAD 92233 FOR 0.45 MILE TO THE AZIMUTH
 ED1730'MARK ON THE RIGHT.  CONTINUE GOING NORTHEASTERLY ALONG COUNTY
 ED1730'ROAD 92233 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 ED1730'
 ED1730'THE STATION IS LOCATED 52.5 FEET NORTH-NORTHWEST OF THE CENTERLINE
 ED1730'OF COUNTY ROAD 92233, 277 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 ED1730'COUNTY ROAD 209, 147.0 FEET WEST-NORTHWEST OF THE CORNER OF A FENCE
 ED1730'ON THE NORTHEAST SIDE OF A DRIVEWAY ON THE SOUTHEAST SIDE OF THE
 ED1730'ROAD, 118.5 FEET NORTHWEST OF THE CORNER OF A FENCE ON THE
 ED1730'SOUTHWEST SIDE OF THE DRIVEWAY, AND 2.0 FEET SOUTH-SOUTHEAST OF
 ED1730'A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 ED1730'STAMPED 078-215, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1730'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1730'UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-215, SET IN THE
 ED1730'TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.66 METER
 ED1730'BELOW THE SURFACE OF THE GROUND.
 ED1730'
 ED1730'THE AZIMUTH MARK IS LOCATED 36.5 FEET SOUTH-SOUTHEAST OF THE
 ED1730'CENTERLINE OF COUNTY ROAD 92233, 103.0 FEET SOUTHWEST OF THE SOUTH
 ED1730'END OF A DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTHEAST, 83.0 FEET
 ED1730'WEST-SOUTHWEST OF A POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE
 ED1730'PEDESTAL ATTACHED SET AT THE CORNER OF A FENCE, AND 7.5 FEET
 ED1730'NORTH OF A WITNESS POST SET AT ANOTHER CORNER FENCEPOST.  IT IS
 ED1730'A STANDARD DISK STAMPED 078-215 AZMK, SET IN THE TOP OF A 10
 ED1730'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1730'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1700 ***********************************************************************
 ED1700  DESIGNATION -  BV 078 216
 ED1700  PID         -  ED1700
 ED1700  STATE/COUNTY-  GA/JACKSON
 ED1700  USGS QUAD   -  APPLE VALLEY (1976)
 ED1700
 ED1700                         *CURRENT SURVEY CONTROL
 ED1700  ___________________________________________________________________
 ED1700* NAD 83(1994)-  34 11 41.17938(N)    083 34 45.91957(W)     ADJUSTED  
 ED1700* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 ED1700  ___________________________________________________________________
 ED1700  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 ED1700  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 ED1700
 ED1700  HORZ ORDER  -  SECOND
 ED1700
 ED1700.The horizontal coordinates were established by classical geodetic methods
 ED1700.and adjusted by the National Geodetic Survey in September 1997..
 ED1700
 ED1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1700
 ED1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1700
 ED1700.The geoid height was determined by GEOID03.
 ED1700
 ED1700;                    North         East     Units Scale Factor Converg.
 ED1700;SPC GA W     -   465,262.336   754,123.265   MT  0.99993610   +0 19 48.2
 ED1700;SPC GA W     - 1,526,448.18  2,474,152.75   sFT  0.99993610   +0 19 48.2
 ED1700;UTM  17      - 3,786,760.387   262,311.198   MT  1.00029647   -1 27 01.2
 ED1700
 ED1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1700!SPC GA W     -   0.99996071  x   0.99993610  =   0.99989682
 ED1700!UTM  17      -   0.99996071  x   1.00029647  =   1.00025717
 ED1700
 ED1700:                Primary Azimuth Mark                     Grid Az
 ED1700:SPC GA W     -  BV 078 216 AZ MK                         059 13 43.3
 ED1700:UTM  17      -  BV 078 216 AZ MK                         061 00 32.7
 ED1700
 ED1700|---------------------------------------------------------------------|
 ED1700| PID    Reference Object                     Distance      Geod. Az  |
 ED1700|                                                           dddmmss.s |
 ED1700| CZ4414 BV 078 216 AZ MK                                   0593331.5 |
 ED1700| ED1701 BV 078 216 GADT 1975 PTA             13.641 METERS 32015     |
 ED1700|---------------------------------------------------------------------|
 ED1700
 ED1700                          SUPERSEDED SURVEY CONTROL
 ED1700
 ED1700  NAD 83(1986)-  34 11 41.18630(N)    083 34 45.91984(W) AD(       ) 2
 ED1700  NAD 27      -  34 11 40.79764(N)    083 34 46.32353(W) AD(       ) 2
 ED1700  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 ED1700
 ED1700.Superseded values are not recommended for survey control.
 ED1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1700.See file dsdata.txt to determine how the superseded data were derived.
 ED1700
 ED1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6231186760(NAD 83)
 ED1700_MARKER: DD = SURVEY DISK
 ED1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1700
 ED1700  HISTORY     - Date     Condition        Report By
 ED1700  HISTORY     - 1975     MONUMENTED       GADT
 ED1700
 ED1700                          STATION DESCRIPTION
 ED1700
 ED1700'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1700'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES
 ED1700'SOUTH-SOUTHWEST OF MAYSVILLE, 6 MILES EAST-NORTHEAST OF PENDERGRASS,
 ED1700'AND 7 MILES WEST OF COMMERCE ON COUNTY RIGHT OF WAY.
 ED1700'
 ED1700'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 82 AND
 ED1700'INTERSTATE 85 (STATE ROUTE 403), LOCATED APPROXIMATELY 5 MILES
 ED1700'EAST-NORTHEAST OF PENDERGRASS, GO EASTERLY ALONG STATE ROUTE 82
 ED1700'FOR 1.15 MILES TO THE JUNCTION OF COUNTY ROAD 250 TO THE
 ED1700'LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 250 FOR
 ED1700'0.35 MILE TO THE NORTH END OF A BRIDGE OVER INTERSTATE 85 AND
 ED1700'THE STATION ON THE RIGHT.
 ED1700'
 ED1700'THE STATION IS LOCATED 16 FEET NORTHEAST OF THE CENTERLINE OF
 ED1700'COUNTY ROAD 250, 33.0 FEET NORTH-NORTHEAST OF THE SOUTHERNMOST
 ED1700'CORNER OF THE WEST BRIDGE END WALL, 5.5 FEET NORTH-NORTHWEST OF THE
 ED1700'EASTERNMOST CORNER OF THE NORTHERN BRIDGE END WALL, AND 3.0 FEET
 ED1700'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED1700'078-216 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1700'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1700'STATION IS A STANDARD DISK STAMPED 068-216 1975, SET IN AN
 ED1700'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73 METER BELOW
 ED1700'THE SURFACE OF THE GROUND.
 ED1700'
 ED1700'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1700'NORTHWESTERLY ALONG COUNTY ROAD 250 FOR APPROXIMATELY 200 FEET TO
 ED1700'THE JUNCTION OF A DIRT FRONTAGE ACCESS ROAD CROSSING.  TURN RIGHT,
 ED1700'GOING NORTHEASTERLY ALONG THE FRONTAGE ACCESS ROAD FOR 0.6 MILE
 ED1700'TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 22 FEET
 ED1700'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 39.0 FEET
 ED1700'NORTH-NORTHWEST OF AN INTERSTATE 85 RIGHT OF WAY FENCELINE,
 ED1700'59.0 FEET NORTH-NORTHEAST OF THE NORTHEASTERNMOST PULL POST OF
 ED1700'A BRACE IN THE FENCELINE, AND 2.5 FEET SOUTH-SOUTHEAST OF A WITNESS
 ED1700'POST.  IT IS A STANDARD DISK STAMPED 078-216 1975 AZMK, SET IN
 ED1700'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1700'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1702 ***********************************************************************
 ED1702  DESIGNATION -  BV 078 217
 ED1702  PID         -  ED1702
 ED1702  STATE/COUNTY-  GA/JACKSON
 ED1702  USGS QUAD   -  APPLE VALLEY (1976)
 ED1702
 ED1702                         *CURRENT SURVEY CONTROL
 ED1702  ___________________________________________________________________
 ED1702* NAD 83(1994)-  34 14 23.07251(N)    083 35 25.95009(W)     ADJUSTED  
 ED1702* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 ED1702  ___________________________________________________________________
 ED1702  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ED1702  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 ED1702
 ED1702  HORZ ORDER  -  SECOND
 ED1702
 ED1702.The horizontal coordinates were established by classical geodetic methods
 ED1702.and adjusted by the National Geodetic Survey in September 1997..
 ED1702
 ED1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1702
 ED1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1702
 ED1702.The geoid height was determined by GEOID03.
 ED1702
 ED1702;                    North         East     Units Scale Factor Converg.
 ED1702;SPC GA W     -   470,244.475   753,070.213   MT  0.99993471   +0 19 27.0
 ED1702;SPC GA W     - 1,542,793.75  2,470,697.86   sFT  0.99993471   +0 19 27.0
 ED1702;UTM  17      - 3,791,774.676   261,413.205   MT  1.00030173   -1 27 29.8
 ED1702
 ED1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1702!SPC GA W     -   0.99996261  x   0.99993471  =   0.99989732
 ED1702!UTM  17      -   0.99996261  x   1.00030173  =   1.00026432
 ED1702
 ED1702|---------------------------------------------------------------------|
 ED1702| PID    Reference Object                     Distance      Geod. Az  |
 ED1702|                                                           dddmmss.s |
 ED1702| CZ4417 BV 078 217 RM 2                      27.071 METERS 23515     |
 ED1702| ED1786 GAINESVILLE DOT MAST                APPROX.17.7 KM 2824914.1 |
 ED1702| ED1785 GAINESVILLE RADIO STATION WFOX      APPROX.17.8 KM 2843520.9 |
 ED1702| CZ4415 BV 078 217 AZ MK                                   2991339.1 |
 ED1702| CZ4416 BV 078 217 RM 1                      25.378 METERS 35116     |
 ED1702|---------------------------------------------------------------------|
 ED1702
 ED1702                          SUPERSEDED SURVEY CONTROL
 ED1702
 ED1702  NAD 83(1986)-  34 14 23.07945(N)    083 35 25.95047(W) AD(       ) 2
 ED1702  NAD 27      -  34 14 22.69620(N)    083 35 26.34904(W) AD(       ) 2
 ED1702  NGVD 29 (07/19/86)  268.0    (m)          879.     (f) VERT ANG       
 ED1702
 ED1702.Superseded values are not recommended for survey control.
 ED1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1702.See file dsdata.txt to determine how the superseded data were derived.
 ED1702
 ED1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6141391775(NAD 83)
 ED1702_MARKER: DD = SURVEY DISK
 ED1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1702
 ED1702  HISTORY     - Date     Condition        Report By
 ED1702  HISTORY     - 1975     MONUMENTED       GADT
 ED1702
 ED1702                          STATION DESCRIPTION
 ED1702
 ED1702'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1702'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF MAYSVILLE,
 ED1702'5-1/4 MILES SOUTH OF GILLSVILLE, AND 8-1/2 MILES SOUTHWEST OF
 ED1702'HOMER ON THE PROPERTY OF LESLIE STEELE.
 ED1702'
 ED1702'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MAYSVILLE, GO
 ED1702'SOUTHEAST ALONG STATE ROUTE 98 FOR APPROXIMATELY 200 FEET TO THE
 ED1702'JUNCTION OF STATE ROUTE 52 TO THE RIGHT.  TURN RIGHT, GOING
 ED1702'NORTHWESTERLY ALONG STATE ROUTE 52 FOR 0.85 MILES TO THE JUNCTION
 ED1702'OF COUNTY ROAD 254 TO THE LEFT.  TURN LEFT, GOING SOUTHWESTERLY
 ED1702'ALONG COUNTY ROAD 254 FOR 0.75 MILE TO THE JUNCTION OF COUNTY
 ED1702'ROAD 264 FORKING TO THE RIGHT.  CONTINUE GOING SOUTHWESTERLY
 ED1702'ALONG COUNTY ROAD 254 FOR 0.65 MILE TO A CULVERT FOR
 ED1702'CHANDLER CREEK.  CONTINUE GOING SOUTHWESTERLY ALONG
 ED1702'COUNTY ROAD 254 FOR 0.25 MILE TO THE JUNCTION OF A FIELD
 ED1702'TRACK ROAD WITH A METAL GATE FORKING TO THE LEFT.  TURN LEFT,
 ED1702'GOING SOUTHWESTERLY TO SOUTH ALONG THE FIELD ROAD FOLLOWING
 ED1702'A CURVED FENCELINE ON THE LEFT FOR 0.15 MILE TO A WOODEN SHED ON
 ED1702'THE RIGHT.  CONTINUE GOING WESTERLY ALONG THE FIELD ROAD FOR 0.1
 ED1702'MILE TO A METAL GATE IN THE FENCELINE ON THE LEFT.
 ED1702'TURN LEFT, GOING THROUGH THE GATE AND TURNING RIGHT, GOING
 ED1702'EASTERLY ACROSS A PASTURE FOR 0.2 MILE TO THE TOP OF A HILL
 ED1702'IN THE PASTURE AND THE STATION.
 ED1702'
 ED1702'THE STATION IS LOCATED 861.0 FEET (SLOPE DISTANCE) EAST OF A 20
 ED1702'INCH CENTER TREE OF A GROUP OF THREE TREES LOCATED AT A JUNCTION
 ED1702'OF FENCELINES SOUTHEAST OF THE METAL GATE, 588.0 FEET (SLOPE
 ED1702'DISTANCE) SOUTHEAST OF A 24 INCH OAK TREE, 395.0 FEET SOUTH OF AN
 ED1702'18 INCH OAK TREE, AND 2.8 FEET NORTHWEST OF A WITNESS POST.  IT
 ED1702'IS A STANDARD BRASS DISK STAMPED 078-217 1975, SET IN THE TOP OF
 ED1702'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1702'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1702'STAMPED 078-217 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1702'APPROXIMATELY 0.62 METER BELOW THE SURFACE OF THE GROUND.
 ED1702'
 ED1702'RM 1 IS LOCATED 311.8 FEET SOUTH-SOUTHWEST OF THE 18 INCH OAK
 ED1702'TREE, 545.0 FEET EAST-SOUTHEAST OF THE 24 INCH OAK TREE, AND 2.7
 ED1702'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1702'078-217 1975 RM 1, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1702'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 ED1702'
 ED1702'RM 2 IS LOCATED 443.0 FEET SOUTH-SOUTHWEST OF THE 18 INCH OAK
 ED1702'TREE, 549.0 FEET SOUTH-SOUTHEAST OF THE 24 INCH OAK TREE, AND
 ED1702'3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1702'STAMPED 078-217 1975 RM 2, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1702'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 ED1702'
 ED1702'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 254
 ED1702'AND THE FIELD TRACK ROAD, GO SOUTHWESTERLY ALONG COUNTY ROAD 254
 ED1702'FOR 0.4 MILE TO THE JUNCTION OF COUNTY ROAD 262 FORKING TO THE
 ED1702'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 55 FEET
 ED1702'NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 254, 34 FEET
 ED1702'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 262, 87.9 FEET
 ED1702'NORTHEAST OF A 16 INCH HICKORY TREE ON THE SOUTH SIDE OF COUNTY
 ED1702'ROAD 254, 72.8 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE
 ED1702'CABLE PEDESTAL ON THE NORTHEAST SIDE OF COUNTY ROAD 262, AND 2.7
 ED1702'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1702'078-217 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1702'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1729 ***********************************************************************
 ED1729  DESIGNATION -  BV 078 218
 ED1729  PID         -  ED1729
 ED1729  STATE/COUNTY-  GA/JACKSON
 ED1729  USGS QUAD   -  PENDERGRASS (1964)
 ED1729
 ED1729                         *CURRENT SURVEY CONTROL
 ED1729  ___________________________________________________________________
 ED1729* NAD 83(1994)-  34 14 56.97101(N)    083 39 22.87331(W)     ADJUSTED  
 ED1729* NAVD 88     -       282.     (meters)     925.     (feet)  VERTCON   
 ED1729  ___________________________________________________________________
 ED1729  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ED1729  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1729
 ED1729  HORZ ORDER  -  SECOND
 ED1729
 ED1729.The horizontal coordinates were established by classical geodetic methods
 ED1729.and adjusted by the National Geodetic Survey in September 1997..
 ED1729
 ED1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1729
 ED1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1729
 ED1729.The geoid height was determined by GEOID03.
 ED1729
 ED1729;                    North         East     Units Scale Factor Converg.
 ED1729;SPC GA W     -   471,256.559   747,002.589   MT  0.99992722   +0 17 13.9
 ED1729;SPC GA W     - 1,546,114.23  2,450,790.99   sFT  0.99992722   +0 17 13.9
 ED1729;UTM  17      - 3,792,975.493   255,377.658   MT  1.00033769   -1 29 44.6
 ED1729
 ED1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1729!SPC GA W     -   0.99996040  x   0.99992722  =   0.99988763
 ED1729!UTM  17      -   0.99996040  x   1.00033769  =   1.00029808
 ED1729
 ED1729:                Primary Azimuth Mark                     Grid Az
 ED1729:SPC GA W     -  BV 078 218 AZ MK                         097 23 40.1
 ED1729:UTM  17      -  BV 078 218 AZ MK                         099 10 38.6
 ED1729
 ED1729|---------------------------------------------------------------------|
 ED1729| PID    Reference Object                     Distance      Geod. Az  |
 ED1729|                                                           dddmmss.s |
 ED1729| CZ4418 BV 078 218 AZ MK                                   0974054.0 |
 ED1729| ED1728 BV 078 218 GADT 1975 PTA             29.190 METERS 12209     |
 ED1729|---------------------------------------------------------------------|
 ED1729
 ED1729                          SUPERSEDED SURVEY CONTROL
 ED1729
 ED1729  NAD 83(1986)-  34 14 56.97779(N)    083 39 22.87361(W) AD(       ) 2
 ED1729  NAD 27      -  34 14 56.59788(N)    083 39 23.26519(W) AD(       ) 2
 ED1729  NGVD 29 (07/19/86)  282.     (m)          925.     (f) VERT ANG       
 ED1729
 ED1729.Superseded values are not recommended for survey control.
 ED1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1729.See file dsdata.txt to determine how the superseded data were derived.
 ED1729
 ED1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5537892975(NAD 83)
 ED1729_MARKER: DD = SURVEY DISK
 ED1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1729
 ED1729  HISTORY     - Date     Condition        Report By
 ED1729  HISTORY     - 1975     MONUMENTED       GADT
 ED1729
 ED1729                          STATION DESCRIPTION
 ED1729
 ED1729'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1729'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTH-SOUTHWEST
 ED1729'OF GILLSVILLE, 5-1/2 MILES WEST OF MAYSVILLE, AND 6 MILES NORTH OF
 ED1729'PENDERGRASS ON STATE RIGHT OF WAY.
 ED1729'
 ED1729'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 323 AND
 ED1729'STATE ROUTE 82, LOCATED APPROXIMATELY 5-3/4 MILES WEST-SOUTHWEST
 ED1729'OF GILLSVILLE, GO SOUTHEAST ALONG STATE ROUTE 82 FOR 1.65 MILES TO
 ED1729'THE JUNCTION OF LEBANON CHURCH ROAD (COUNTY ROAD 790) TO THE
 ED1729'LEFT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 82 FOR 1.45
 ED1729'MILES TO THE JUNCTION OF BRIDGES ROAD (COUNTY ROAD 773) TO THE
 ED1729'RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 82 FOR 1.05
 ED1729'MILES TO THE HALL-JACKSON COUNTY LINE.  CONTINUE GOING
 ED1729'SOUTHEAST ALONG STATE ROUTE 82 FOR 1.1 MILES TO THE STATION ON
 ED1729'THE RIGHT.
 ED1729'
 ED1729'THE STATION IS LOCATED 24 FEET SOUTH OF THE CENTERLINE OF STATE
 ED1729'ROUTE 82, 20.3 FEET EAST OF THE WESTERNMOST GATE POST OF A METAL
 ED1729'GATE IN A FENCELINE, 63.0 FEET NORTH-NORTHEAST OF A 10 INCH WALNUT
 ED1729'TREE, 34.0 FEET NORTHWEST OF A 5 INCH APPLE TREE, AND 3.8 FEET
 ED1729'NORTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 ED1729'BRASS DISK STAMPED 078-218 1975, SET IN THE TOP OF A 10 INCH
 ED1729'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1729'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1729'078-218 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1729'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 ED1729'
 ED1729'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1729'SOUTHEAST ALONG STATE ROUTE 82 FOR 0.2 MILE TO THE MARK ON THE
 ED1729'LEFT.  IT IS LOCATED 28.5 FEET NORTHEAST OF THE CENTERLINE OF
 ED1729'STATE ROUTE 82, 65.8 FEET NORTHEAST OF A 22 INCH OAK TREE ON THE
 ED1729'SOUTHWEST SIDE OF THE HIGHWAY, 4.5 FEET SOUTHEAST OF A POWER
 ED1729'POLE, 65.0 FEET SOUTHWEST OF ANOTHER POWER POLE, 99.7 FEET WEST
 ED1729'OF A 26 INCH OAK TREE, AND 2.5 FEET SOUTHWEST OF A WITNESS POST.
 ED1729'IT IS A STANDARD DISK STAMPED 078-218 1975 AZMK, SET IN THE TOP
 ED1729'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1729'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1676 ***********************************************************************
 ED1676  DESIGNATION -  BV 078 219
 ED1676  PID         -  ED1676
 ED1676  STATE/COUNTY-  GA/JACKSON
 ED1676  USGS QUAD   -  MAYSVILLE (1985)
 ED1676
 ED1676                         *CURRENT SURVEY CONTROL
 ED1676  ___________________________________________________________________
 ED1676* NAD 83(1994)-  34 15 32.44736(N)    083 35 48.15043(W)     ADJUSTED  
 ED1676* NAVD 88     -       281.3    (meters)     923.     (feet)  VERTCON   
 ED1676  ___________________________________________________________________
 ED1676  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 ED1676  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED1676
 ED1676  HORZ ORDER  -  SECOND
 ED1676
 ED1676.The horizontal coordinates were established by classical geodetic methods
 ED1676.and adjusted by the National Geodetic Survey in September 1997..
 ED1676
 ED1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1676
 ED1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1676
 ED1676.The geoid height was determined by GEOID03.
 ED1676
 ED1676;                    North         East     Units Scale Factor Converg.
 ED1676;SPC GA W     -   472,378.752   752,490.182   MT  0.99993395   +0 19 15.1
 ED1676;SPC GA W     - 1,549,795.96  2,468,794.87   sFT  0.99993395   +0 19 15.1
 ED1676;UTM  17      - 3,793,926.760   260,899.669   MT  1.00030476   -1 27 44.9
 ED1676
 ED1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1676!SPC GA W     -   0.99996052  x   0.99993395  =   0.99989447
 ED1676!UTM  17      -   0.99996052  x   1.00030476  =   1.00026527
 ED1676
 ED1676:                Primary Azimuth Mark                     Grid Az
 ED1676:SPC GA W     -  BV 078 219 AZ MK                         104 35 23.9
 ED1676:UTM  17      -  BV 078 219 AZ MK                         106 22 23.9
 ED1676
 ED1676|---------------------------------------------------------------------|
 ED1676| PID    Reference Object                     Distance      Geod. Az  |
 ED1676|                                                           dddmmss.s |
 ED1676| CZ4419 BV 078 219 AZ MK                                   1045439.0 |
 ED1676|---------------------------------------------------------------------|
 ED1676
 ED1676                          SUPERSEDED SURVEY CONTROL
 ED1676
 ED1676  NAD 83(1986)-  34 15 32.45430(N)    083 35 48.15088(W) AD(       ) 2
 ED1676  NAD 27      -  34 15 32.07355(N)    083 35 48.54729(W) AD(       ) 2
 ED1676  NGVD 29 (07/19/86)  281.3    (m)          923.     (f) VERT ANG       
 ED1676
 ED1676.Superseded values are not recommended for survey control.
 ED1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1676.See file dsdata.txt to determine how the superseded data were derived.
 ED1676
 ED1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6090093927(NAD 83)
 ED1676_MARKER: DD = SURVEY DISK
 ED1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1676
 ED1676  HISTORY     - Date     Condition        Report By
 ED1676  HISTORY     - 1975     MONUMENTED       GADT
 ED1676
 ED1676                          STATION DESCRIPTION
 ED1676
 ED1676'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1676'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF
 ED1676'MAYSVILLE, 4 MILES SOUTH-SOUTHEAST OF GILLSVILLE, AND 8 MILES
 ED1676'NORTHEAST OF PENDERGRASS ON THE PROPERTY OF MR. W. K. WEBB.
 ED1676'
 ED1676'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MAYSVILLE, GO
 ED1676'SOUTHEASTERLY ALONG STATE ROUTE 98 FOR APPROXIMATELY 200 FEET
 ED1676'TO THE JUNCTION OF STATE ROUTE 52 TO THE RIGHT.  TURN RIGHT, GOING
 ED1676'NORTHWESTERLY ALONG STATE ROUTE 52 FOR 0.85 MILE TO THE JUNCTION
 ED1676'OF COUNTY ROAD 254 TO THE LEFT.  TURN LEFT, GOING SOUTHWESTERLY
 ED1676'ALONG COUNTY ROAD 254 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 ED1676'RIGHT.  CONTINUE GOING SOUTHWEST ALONG COUNTY ROAD 254 FOR 0.35
 ED1676'MILE TO THE JUNCTION OF COUNTY ROAD 264 FORKING TO THE RIGHT.
 ED1676'TURN RIGHT, GOING WESTERLY ALONG COUNTY ROAD 264 FOR 1.2 MILES TO
 ED1676'THE JUNCTION OF A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE TO
 ED1676'THE LEFT.  THE WEBB RESIDENCE IS THE LAST HOUSE ON THE LEFT
 ED1676'BEFORE REACHING THE CONCRETE DRIVEWAY.  TURN LEFT, GOING
 ED1676'NORTHWEST ALONG THE CONCRETE DRIVEWAY FOR APPROXIMATELY 350 FEET
 ED1676'TO THE BRICK HOUSE AND THE END OF VEHICLE TRAVEL.  PACK
 ED1676'WEST-SOUTHWESTERLY APPROXIMATELY 350 FEET TO THE TOP
 ED1676'OF A HILL IN A FIELD AND THE STATION ON THE HIGHEST POINT OF
 ED1676'THE HILL.
 ED1676'
 ED1676'THE STATION IS LOCATED APPROXIMATELY 500 FEET NORTH-NORTHWEST
 ED1676'OF COUNTY ROAD 264, 386.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 ED1676'CORNER OF THE BRICK HOUSE, 291.0 FEET SOUTH OF AN 8 INCH CEDAR
 ED1676'TREE, 337.0 FEET WEST OF A 6 INCH PINE TREE ON A FENCELINE
 ED1676'PARALLEL WITH THE CONCRETE DRIVEWAY, 21.5 FEET EAST-NORTHEAST OF
 ED1676'A 10 INCH PINE TREE WITH AN S SHAPED TOP LOCATED ON A WOODSLINE,
 ED1676'AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1676'DISK STAMPED 078-219 1975, SET IN THE TOP OF A 10 INCH
 ED1676'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1676'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1676'078-219 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1676'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1676'
 ED1676'THE AZIMUTH MARK IS LOCATED 32 FEET NORTH-NORTHWEST OF THE
 ED1676'CENTERLINE OF COUNTY ROAD 254, 108.0 FEET SOUTHWEST OF A 20 INCH
 ED1676'OAK TREE, 103.3 FEET SOUTH OF THE EASTERNMOST CORNER OF AN OLD
 ED1676'CHIMNEY, 27.8 FEET SOUTHEAST OF AN 18 INCH OAK TREE, 23.8 FEET
 ED1676'EAST-SOUTHEAST OF ANOTHER 18 INCH OAK TREE, 53.8 FEET
 ED1676'EAST-NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND
 ED1676'3.0 FEET SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS
 ED1676'A STANDARD DISK STAMPED 078-219 1975 AZMK, SET IN THE TOP OF A
 ED1676'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 ED1676'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1607 ***********************************************************************
 ED1607  DESIGNATION -  BV 078 220
 ED1607  PID         -  ED1607
 ED1607  STATE/COUNTY-  GA/JACKSON
 ED1607  USGS QUAD   -  COMMERCE (1976)
 ED1607
 ED1607                         *CURRENT SURVEY CONTROL
 ED1607  ___________________________________________________________________
 ED1607* NAD 83(1994)-  34 13 05.68198(N)    083 29 15.73793(W)     ADJUSTED  
 ED1607* NAVD 88     -       275.     (meters)     902.     (feet)  VERTCON   
 ED1607  ___________________________________________________________________
 ED1607  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ED1607  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1607
 ED1607  HORZ ORDER  -  SECOND
 ED1607
 ED1607.The horizontal coordinates were established by classical geodetic methods
 ED1607.and adjusted by the National Geodetic Survey in September 1997..
 ED1607
 ED1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1607
 ED1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1607
 ED1607.The geoid height was determined by GEOID03.
 ED1607
 ED1607;                    North         East     Units Scale Factor Converg.
 ED1607;SPC GA W     -   467,918.404   762,559.145   MT  0.99994823   +0 22 54.6
 ED1607;SPC GA W     - 1,535,162.30  2,501,829.46   sFT  0.99994823   +0 22 54.6
 ED1607;UTM  17      - 3,789,153.796   270,828.355   MT  1.00024744   -1 23 58.4
 ED1607
 ED1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1607!SPC GA W     -   0.99996151  x   0.99994823  =   0.99990974
 ED1607!UTM  17      -   0.99996151  x   1.00024744  =   1.00020894
 ED1607
 ED1607|---------------------------------------------------------------------|
 ED1607| PID    Reference Object                     Distance      Geod. Az  |
 ED1607|                                                           dddmmss.s |
 ED1607| ED1606 BV 078 220 GADT 1975 PTA             28.794 METERS 08903     |
 ED1607| ED1696 MAY                                 APPROX. 3.2 KM 3173455.5 |
 ED1607|---------------------------------------------------------------------|
 ED1607
 ED1607                          SUPERSEDED SURVEY CONTROL
 ED1607
 ED1607  NAD 83(1986)-  34 13 05.68795(N)    083 29 15.73837(W) AD(       ) 2
 ED1607  NAD 27      -  34 13 05.30045(N)    083 29 16.15165(W) AD(       ) 2
 ED1607  NGVD 29 (07/19/86)  275.     (m)          902.     (f) VERT ANG       
 ED1607
 ED1607.Superseded values are not recommended for survey control.
 ED1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1607.See file dsdata.txt to determine how the superseded data were derived.
 ED1607
 ED1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7082889154(NAD 83)
 ED1607_MARKER: DD = SURVEY DISK
 ED1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1607
 ED1607  HISTORY     - Date     Condition        Report By
 ED1607  HISTORY     - 1975     MONUMENTED       GADT
 ED1607
 ED1607                          STATION DESCRIPTION
 ED1607
 ED1607'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1607'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTHWEST OF
 ED1607'COMMERCE, 4-3/4 MILES EAST-SOUTHEAST OF MAYSVILLE, AND 8 MILES
 ED1607'SOUTH OF HOMER ON STATE RIGHT OF WAY.
 ED1607'
 ED1607'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 85 AND
 ED1607'STATE ROUTE 98, LOCATED APPROXIMATELY 3-1/4 MILES NORTHWEST OF
 ED1607'COMMERCE, GO SOUTHEAST ALONG STATE ROUTE 98 FOR 1.0 MILE TO THE
 ED1607'JUNCTION OF STATE ROUTE 326 TO THE LEFT.  TURN LEFT, GOING
 ED1607'EAST ALONG STATE ROUTE 326 CROSSING A RAILWAY TRACK, FOR 0.1
 ED1607'MILE TO THE STATION ON THE LEFT AT A SHARP CURVE TO THE RIGHT.
 ED1607'
 ED1607'THE STATION IS LOCATED 26 FEET NORTH OF THE CENTERLINE OF
 ED1607'STATE ROUTE 326, 22.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ED1607'THE RAILWAY TRACK, 18.0 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1607'OF A DIRT DRIVEWAY TO THE NORTH, 9.0 FEET NORTHEAST OF THE
 ED1607'CENTERLINE OF A DIRT COUNTY ROAD TO THE NORTHWEST, 5.0 FEET
 ED1607'SOUTHEAST OF THE WESTERN CORNER OF A FENCE, 18.6 FEET
 ED1607'SOUTH-SOUTHWEST OF THE EASTERN CORNER OF THE FENCE, AND 2.8
 ED1607'FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1607'DISK STAMPED 078-220 1975, SET IN THE TOP OF A 10 INCH
 ED1607'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 ED1607'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1607'078-220 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1607'APPROXIMATELY 0.66 METER BELOW THE SURFACE OF THE GROUND.
 ED1607'
 ED1607'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1607'SOUTHEASTERLY ALONG STATE ROUTE 326 FOR 0.05 MILE TO THE JUNCTION
 ED1607'OF STATE ROUTE 59 TO THE LEFT.  CONTINUE GOING SOUTHEASTERLY
 ED1607'ALONG STATE ROUTE 326 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 ED1607'RIGHT.  IT IS LOCATED 21 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1607'STATE ROUTE 326, 67 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 ED1607'OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE
 ED1607'SOUTHWEST, 97.6 FEET EAST-SOUTHEAST OF THE EAST CORNER OF A
 ED1607'HOUSE, 14.0 FEET EAST-SOUTHEAST OF A POWER POLE, AND 1.7 FEET
 ED1607'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1607'078-220 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1607'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1604 ***********************************************************************
 ED1604  DESIGNATION -  BV 078 221
 ED1604  PID         -  ED1604
 ED1604  STATE/COUNTY-  GA/JACKSON
 ED1604  USGS QUAD   -  COMMERCE (1976)
 ED1604
 ED1604                         *CURRENT SURVEY CONTROL
 ED1604  ___________________________________________________________________
 ED1604* NAD 83(1994)-  34 14 47.60251(N)    083 28 42.48458(W)     ADJUSTED  
 ED1604* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 ED1604  ___________________________________________________________________
 ED1604  X           -     599,469.391 (meters)                     COMP
 ED1604  Y           -  -5,243,953.376 (meters)                     COMP
 ED1604  Z           -   3,569,216.810 (meters)                     COMP
 ED1604  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 ED1604  ELLIP HEIGHT-         230.55  (meters)          (09/03/97) GPS OBS
 ED1604  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 ED1604
 ED1604  HORZ ORDER  -  SECOND
 ED1604  ELLP ORDER  -  FOURTH    CLASS II
 ED1604
 ED1604.The horizontal coordinates were established by classical geodetic methods
 ED1604.and adjusted by the National Geodetic Survey in September 1997..
 ED1604
 ED1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1604
 ED1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1604
 ED1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1604
 ED1604.The ellipsoidal height was determined by GPS observations
 ED1604.and is referenced to NAD 83.
 ED1604
 ED1604.The geoid height was determined by GEOID03.
 ED1604
 ED1604;                    North         East     Units Scale Factor Converg.
 ED1604;SPC GA W     -   471,064.355   763,389.036   MT  0.99994951   +0 23 14.3
 ED1604;SPC GA W     - 1,545,483.64  2,504,552.20   sFT  0.99994951   +0 23 14.3
 ED1604;UTM  17      - 3,792,273.342   271,755.950   MT  1.00024220   -1 23 43.3
 ED1604
 ED1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1604!SPC GA W     -   0.99996381  x   0.99994951  =   0.99991332
 ED1604!UTM  17      -   0.99996381  x   1.00024220  =   1.00020600
 ED1604
 ED1604:                Primary Azimuth Mark                     Grid Az
 ED1604:SPC GA W     -  BV 078 221 AZ MK                         221 53 51.8
 ED1604:UTM  17      -  BV 078 221 AZ MK                         223 40 49.4
 ED1604
 ED1604|---------------------------------------------------------------------|
 ED1604| PID    Reference Object                     Distance      Geod. Az  |
 ED1604|                                                           dddmmss.s |
 ED1604| ED2856 BV 078 221 AZ MK                                   2221706.1 |
 ED1604| ED1605 BV 078 221 GADT 1975 PTA             18.315 METERS 22916     |
 ED1604|---------------------------------------------------------------------|
 ED1604
 ED1604                          SUPERSEDED SURVEY CONTROL
 ED1604
 ED1604  NAD 83(1986)-  34 14 47.60747(N)    083 28 42.48577(W) AD(       ) 2
 ED1604  NAD 27      -  34 14 47.22195(N)    083 28 42.89843(W) AD(       ) 2
 ED1604  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 ED1604
 ED1604.Superseded values are not recommended for survey control.
 ED1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1604.See file dsdata.txt to determine how the superseded data were derived.
 ED1604
 ED1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7175692273(NAD 83)
 ED1604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ED1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1604_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1604+STABILITY: SURFACE MOTION
 ED1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1604+SATELLITE: SATELLITE OBSERVATIONS - 1987
 ED1604
 ED1604  HISTORY     - Date     Condition        Report By
 ED1604  HISTORY     - 1975     MONUMENTED       GADT
 ED1604  HISTORY     - 1987     GOOD             NGS
 ED1604
 ED1604                          STATION DESCRIPTION
 ED1604
 ED1604'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1604'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHWEST
 ED1604'OF COMMERCE, 6 MILES SOUTH OF HOMER, AND 4-1/2 MILES EAST OF
 ED1604'MAYSVILLE ON STATE RIGHT OF WAY.
 ED1604'
 ED1604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1604'(STATE ROUTE 15) AND INTERSTATE 85, LOCATED APPROXIMATELY
 ED1604'5-3/4 MILES SOUTH-SOUTHEAST OF HOMER, GO SOUTHWESTERLY ALONG
 ED1604'INTERSTATE 85 FOR 0.95 MILES TO THE STATION ON THE RIGHT ON TOP
 ED1604'OF A 60 FOOT CUT BANK.
 ED1604'
 ED1604'THE STATION IS LOCATED APPROXIMATELY 150 FEET NORTHWEST OF THE
 ED1604'CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE 85, 29.2 FEET
 ED1604'SOUTH-SOUTHWEST OF A POWER POLE, 7.1 FEET SOUTH OF A RIGHT OF
 ED1604'WAY MARKER, 143.4 FEET NORTHEAST OF A 4 INCH CEDAR TREE, AND
 ED1604'3.0 FEET SOUTHEAST OF A WITNESS POST SET AT THE RIGHT OF WAY
 ED1604'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 078-221 1975,
 ED1604'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1604'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1604'STANDARD DISK STAMPED 078-221 1975, SET IN AN IRREGULAR MASS OF
 ED1604'CONCRETE APPROXIMATELY 0.46 METER BELOW THE SURFACE OF THE
 ED1604'GROUND.
 ED1604'
 ED1604'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1604'SOUTHWESTERLY ALONG INTERSTATE 85 FOR 0.8 MILE TO THE MARK ON
 ED1604'THE LEFT (EAST SIDE OF THE NORTHBOUND LANE OF INTERSTATE 85).  IT
 ED1604'IS LOCATED 30.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 ED1604'NORTHBOUND LANE OF INTERSTATE 85, 13.0 FEET EAST-NORTHEAST OF THE
 ED1604'SOUTHWEST END POST OF A GUARD RAIL, 12.6 FEET SOUTH-SOUTHWEST
 ED1604'OF THE FIFTH POST (BEGINNING FROM THE SOUTHWEST END) OF THE
 ED1604'GUARD RAIL, 57.0 FEET SOUTHWEST OF THE SOUTHWEST END OF AN
 ED1604'ASPHALT CURB, AND 3.2 FEET SOUTHEAST OF A WITNESS POST.  IT
 ED1604'IS A STANDARD DISK STAMPED 078-221 1975 AZ MK, SET IN THE TOP
 ED1604'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1604'OF THE GROUND.
 ED1604
 ED1604                          STATION RECOVERY (1987)
 ED1604
 ED1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 ED1604'THE STATION WAS RECOVERED AT THIS DATE.
 ED1604'OTHER MARK NOT SEARCHED FOR.
 ED1604'
 ED1604'THE STATION IS ON A 15 METER HIGH BANK ALONG THE RIGHT-0F-WAY OF
 ED1604'INTERSTATE HIGHWAY 85, JUST SOUTHWEST OF THE BANKS-JACKSON COUNTY
 ED1604'LINE.
 ED1604'OWNERSHIP--GEORGIA DEPARTMENT OF TRANSPORTATION.
 ED1604'
 ED1604'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85,
 ED1604'U.S. HIGHWAY 441 AND STATE HIGHWAY 15, ABOUT 6 KM (3.7 MI) NORTH OF
 ED1604'COMMERCE, GO SOUTHWEST FOR 1.7 KM (1.05 MI) ON HIGHWAY 85 TO THE
 ED1604'HIGH CUTBANK AND STATION ON THE RIGHT.
 ED1604'
 ED1604'THE STATION IS A STANDARD GADT DISK
 ED1604'STAMPED---078 221 1975---,
 ED1604'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 ED1604'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 ED1604'34.9 METERS (114.5 FT) NORTHWEST FROM THE SOUTHBOUND LANE CENTER,
 ED1604'2.3 METERS (7.5 FT) SOUTH FROM A CONCRETE RIGHT-OF-WAY POST AT
 ED1604'POINT WHERE FENCE STARTS SLOPE,
 ED1604'1.3 METERS (4.3 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 ED1604'1.0 METERS (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST, AND
 ED1604'8.9 METERS (29.3 FT) SOUTH FROM A POWER POLE ON TOP OF HIGHWAY CUT.
 ED1604'
 ED1604'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1600 ***********************************************************************
 ED1600  DESIGNATION -  BV 078 222
 ED1600  PID         -  ED1600
 ED1600  STATE/COUNTY-  GA/JACKSON
 ED1600  USGS QUAD   -  COMMERCE (1976)
 ED1600
 ED1600                         *CURRENT SURVEY CONTROL
 ED1600  ___________________________________________________________________
 ED1600* NAD 83(1994)-  34 11 52.46756(N)    083 27 51.75505(W)     ADJUSTED  
 ED1600* NAVD 88     -       279.     (meters)     915.     (feet)  VERTCON   
 ED1600  ___________________________________________________________________
 ED1600  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 ED1600  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 ED1600
 ED1600  HORZ ORDER  -  SECOND
 ED1600
 ED1600.The horizontal coordinates were established by classical geodetic methods
 ED1600.and adjusted by the National Geodetic Survey in September 1997..
 ED1600
 ED1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1600
 ED1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1600
 ED1600.The geoid height was determined by GEOID03.
 ED1600
 ED1600;                    North         East     Units Scale Factor Converg.
 ED1600;SPC GA W     -   465,677.195   764,724.212   MT  0.99995162   +0 23 41.1
 ED1600;SPC GA W     - 1,527,809.26  2,508,932.69   sFT  0.99995162   +0 23 41.1
 ED1600;UTM  17      - 3,786,845.711   272,923.335   MT  1.00023566   -1 23 08.5
 ED1600
 ED1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1600!SPC GA W     -   0.99996087  x   0.99995162  =   0.99991249
 ED1600!UTM  17      -   0.99996087  x   1.00023566  =   1.00019652
 ED1600
 ED1600:                Primary Azimuth Mark                     Grid Az
 ED1600:SPC GA W     -  BV 078 222 AZ MK                         193 58 01.6
 ED1600:UTM  17      -  BV 078 222 AZ MK                         195 44 51.2
 ED1600
 ED1600|---------------------------------------------------------------------|
 ED1600| PID    Reference Object                     Distance      Geod. Az  |
 ED1600|                                                           dddmmss.s |
 ED1600| ED2857 BV 078 222 AZ MK                                   1942142.7 |
 ED1600| ED1601 BV 078 222 GADT 1975 PTA             12.023 METERS 19721     |
 ED1600|---------------------------------------------------------------------|
 ED1600
 ED1600                          SUPERSEDED SURVEY CONTROL
 ED1600
 ED1600  NAD 83(1986)-  34 11 52.47412(N)    083 27 51.75453(W) AD(       ) 2
 ED1600  NAD 27      -  34 11 52.08354(N)    083 27 52.17337(W) AD(       ) 2
 ED1600  NGVD 29 (07/19/86)  279.     (m)          915.     (f) VERT ANG       
 ED1600
 ED1600.Superseded values are not recommended for survey control.
 ED1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1600.See file dsdata.txt to determine how the superseded data were derived.
 ED1600
 ED1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7292386846(NAD 83)
 ED1600_MARKER: DD = SURVEY DISK
 ED1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1600
 ED1600  HISTORY     - Date     Condition        Report By
 ED1600  HISTORY     - 1975     MONUMENTED       GADT
 ED1600
 ED1600                          STATION DESCRIPTION
 ED1600
 ED1600'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1600'THE STATION IS LOCATED AT COMMERCE SCHOOL, APPROXIMATELY 1/2
 ED1600'MILE SOUTHWEST OF COMMERCE ON THE PROPERTY OF JACKSON COUNTY.
 ED1600'
 ED1600'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 ED1600'U.S. HIGHWAY 441 (STATE ROUTE 98) IN NORTH COMMERCE, GO SOUTH
 ED1600'ALONG STATE ROUTE 15 FOR 0.4 MILE TO THE JUNCTION OF LAKEVIEW
 ED1600'STREET (COUNTY ROAD 293) TO THE LEFT.  TURN LEFT, GOING
 ED1600'SOUTHEASTERLY ALONG LAKEVIEW STREET FOR 0.4 MILE TO THE
 ED1600'JUNCTION OF A DRIVEWAY LEADING TO THE COMMERCE SCHOOL FORKING
 ED1600'TO THE LEFT.  CONTINUE GOING SOUTHEASTERLY ALONG LAKEVIEW
 ED1600'STREET FOR 0.1 MILE TO THE JUNCTION OF A DRIVEWAY LEADING TO
 ED1600'THE COMMERCE SCHOOL TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY
 ED1600'ALONG THE DRIVEWAY FOR 0.05 MILE TO THE JUNCTION OF A
 ED1600'DRIVEWAY TO THE RIGHT.  TURN RIGHT, GOING SOUTHEAST ALONG
 ED1600'THE DRIVEWAY AND PARKING LOT, PASSING BETWEEN THE GYMNASIUM
 ED1600'BUILDING ON THE LEFT AND TENNIS COURT ON THE RIGHT FOR 0.05 MILE
 ED1600'TO THE STATION ON THE RIGHT.
 ED1600'
 ED1600'THE STATION IS LOCATED 111.0 FEET WEST-SOUTHWEST OF THE SOUTH
 ED1600'CORNER OF THE GYMNASIUM BUILDING, 129.0 FEET NORTH OF A POWER
 ED1600'POLE, 20.0 FEET NORTHEAST OF A METAL UTILITY LIGHT POLE, 8.0
 ED1600'FEET SOUTH OF THE EAST CORNER OF A FENCE AROUND THE TENNIS
 ED1600'COURT, AND 3.5 FEET SOUTHEAST OF A WITNESS POST SET AT THE
 ED1600'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 078-222 1975,
 ED1600'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1600'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1600'STANDARD DISK STAMPED 078-222 1975, SET IN AN IRREGULAR MASS
 ED1600'OF CONCRETE APPROXIMATELY 0.63 METER BELOW THE SURFACE OF THE
 ED1600'GROUND.
 ED1600'
 ED1600'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF LAKEVIEW STREET
 ED1600'AND THE DRIVEWAY LEADING TO THE COMMERCE SCHOOL, GO
 ED1600'SOUTHEASTERLY ALONG LAKEVIEW STREET FOR 0.1 MILE TO THE MARK ON
 ED1600'THE LEFT.  IT IS LOCATED 45 FEET (SLOPE DISTANCE) NORTHEAST OF
 ED1600'THE CENTERLINE OF LAKEVIEW STREET, 117.0 FEET SOUTHEAST OF A
 ED1600'POWER POLE, 116.0 FEET SOUTH OF ANOTHER POWER POLE, 87.0 FEET
 ED1600'SOUTHWEST OF A THIRD POWER POLE, AND 2.8 FEET NORTHEAST OF A
 ED1600'WITNESS POST.  IT IS A STANDARD DISK STAMPED 078-222 1975
 ED1600'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1600'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1698 ***********************************************************************
 ED1698  DESIGNATION -  BV 078 223
 ED1698  PID         -  ED1698
 ED1698  STATE/COUNTY-  GA/JACKSON
 ED1698  USGS QUAD   -  APPLE VALLEY (1976)
 ED1698
 ED1698                         *CURRENT SURVEY CONTROL
 ED1698  ___________________________________________________________________
 ED1698* NAD 83(1994)-  34 08 44.69346(N)    083 33 23.74664(W)     ADJUSTED  
 ED1698* NAVD 88     -       271.     (meters)     889.     (feet)  VERTCON   
 ED1698  ___________________________________________________________________
 ED1698  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 ED1698  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 ED1698
 ED1698  HORZ ORDER  -  SECOND
 ED1698
 ED1698.The horizontal coordinates were established by classical geodetic methods
 ED1698.and adjusted by the National Geodetic Survey in September 1997..
 ED1698
 ED1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1698
 ED1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1698
 ED1698.The geoid height was determined by GEOID03.
 ED1698
 ED1698;                    North         East     Units Scale Factor Converg.
 ED1698;SPC GA W     -   459,837.124   756,259.550   MT  0.99993900   +0 20 32.8
 ED1698;SPC GA W     - 1,508,648.96  2,481,161.54   sFT  0.99993900   +0 20 32.8
 ED1698;UTM  17      - 3,781,269.523   264,278.702   MT  1.00028499   -1 26 08.4
 ED1698
 ED1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1698!SPC GA W     -   0.99996211  x   0.99993900  =   0.99990111
 ED1698!UTM  17      -   0.99996211  x   1.00028499  =   1.00024709
 ED1698
 ED1698|---------------------------------------------------------------------|
 ED1698| PID    Reference Object                     Distance      Geod. Az  |
 ED1698|                                                           dddmmss.s |
 ED1698| ED1697 BV 078 223 GADT 1975 PTA             22.352 METERS 05034     |
 ED1698| CZ4420 BV 078 223 AZ MK                                   3081214.8 |
 ED1698|---------------------------------------------------------------------|
 ED1698
 ED1698                          SUPERSEDED SURVEY CONTROL
 ED1698
 ED1698  NAD 83(1986)-  34 08 44.70016(N)    083 33 23.74651(W) AD(       ) 2
 ED1698  NAD 27      -  34 08 44.30714(N)    083 33 24.15938(W) AD(       ) 2
 ED1698  NGVD 29 (07/19/86)  271.     (m)          889.     (f) VERT ANG       
 ED1698
 ED1698.Superseded values are not recommended for survey control.
 ED1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1698.See file dsdata.txt to determine how the superseded data were derived.
 ED1698
 ED1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6427981270(NAD 83)
 ED1698_MARKER: DD = SURVEY DISK
 ED1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1698
 ED1698  HISTORY     - Date     Condition        Report By
 ED1698  HISTORY     - 1975     MONUMENTED       GADT
 ED1698
 ED1698                          STATION DESCRIPTION
 ED1698
 ED1698'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1698'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTH-NORTHEAST
 ED1698'OF JEFFERSON, 7 MILES EAST OF PENDERGRASS, AND 7 MILES SOUTHWEST
 ED1698'OF COMMERCE ON THE PROPERTY OF JACKSON COUNTY.
 ED1698'
 ED1698'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15, STATE
 ED1698'ROUTE 82, AND STATE ROUTE 335, IN JEFFERSON, GO NORTH ALONG STATE
 ED1698'ROUTE 82 AND STATE ROUTE 15 FOR 0.3 MILE TO THE JUNCTION OF STATE
 ED1698'ROUTE 15 FORKING TO THE RIGHT.  CONTINUE GOING NORTH ALONG STATE
 ED1698'ROUTE 82 FOR 1.2 MILES TO THE JUNCTION OF COUNTY ROAD 9 TO THE
 ED1698'RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 82 FOR 0.45 MILE
 ED1698'TO THE JUNCTION OF COUNTY ROAD 17 FORKING TO THE RIGHT.  TURN
 ED1698'RIGHT, GOING EAST ALONG COUNTY ROAD 17 FOR 0.4 MILE TO THE
 ED1698'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY
 ED1698'ROAD 17 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 16 TO THE
 ED1698'RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 16 FOR 0.15
 ED1698'MILE TO A PIPE GATE ACROSS THE ROAD AND THE STATION ON THE RIGHT.
 ED1698'
 ED1698'THE STATION IS LOCATED 18 FEET NORTHWEST OF THE CENTERLINE OF
 ED1698'COUNTY ROAD 16, 111.9 FEET NORTH OF THE EASTERNMOST HINGE POST OF A
 ED1698'DOUBLE GATE ACROSS THE ROAD IN A 10 FOOT HIGH CHAINLINK FENCELINE,
 ED1698'30.9 FEET WEST-NORTHWEST OF THE EASTERNMOST HINGED POST OF THE
 ED1698'PIPE GATE, 11.2 FEET WEST OF THE WESTERNMOST LOCK POST OF THE PIPE
 ED1698'GATE, 47.9 FEET EAST-NORTHEAST OF A POWER POLE, 77.1 FEET
 ED1698'EAST-NORTHEAST OF THE EAST CORNER OF A METAL BUILDING, AND 3.0
 ED1698'FEET SOUTHEAST OF A WITNESS POST SET AT A HOGWIRE FENCELINE.  IT
 ED1698'IS A STANDARD DISK STAMPED 078-223 1975, SET IN THE TOP OF A 10
 ED1698'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1698'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 078-223
 ED1698'1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER
 ED1698'BELOW THE SURFACE OF THE GROUND.
 ED1698'
 ED1698'THE AZIMUTH MARK IS LOCATED 28 FEET SOUTH OF THE CENTERLINE OF
 ED1698'COUNTY ROAD 17, 199.6 FEET WEST OF THE CORNER OF A FENCELINE,
 ED1698'147.7 FEET EAST-NORTHEAST OF ANOTHER CORNER OF THE FENCE, 109.6
 ED1698'FEET SOUTHEAST OF A 20 INCH OAK TREE ON THE NORTH SIDE OF THE
 ED1698'ROAD, 69.3 FEET SOUTH OF AN OBLIQUE CORNER OF A FENCELINE ON THE
 ED1698'NORTH SIDE OF THE ROAD, AND 3.0 FEET NORTH OF A WITNESS POST
 ED1698'SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 078-223
 ED1698'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1698'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2450 ***********************************************************************
 DF2450  DESIGNATION -  BV 079 200
 DF2450  PID         -  DF2450
 DF2450  STATE/COUNTY-  GA/JASPER
 DF2450  USGS QUAD   -  STANFORDVILLE (1986)
 DF2450
 DF2450                         *CURRENT SURVEY CONTROL
 DF2450  ___________________________________________________________________
 DF2450* NAD 83(1994)-  33 14 24.77168(N)    083 33 09.24295(W)     ADJUSTED  
 DF2450* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 DF2450  ___________________________________________________________________
 DF2450  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DF2450  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF2450
 DF2450  HORZ ORDER  -  SECOND
 DF2450
 DF2450.The horizontal coordinates were established by classical geodetic methods
 DF2450.and adjusted by the National Geodetic Survey in September 1997..
 DF2450
 DF2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2450
 DF2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2450
 DF2450.The geoid height was determined by GEOID03.
 DF2450
 DF2450;                    North         East     Units Scale Factor Converg.
 DF2450;SPC GA W     -   359,408.189   757,228.240   MT  0.99994037   +0 20 11.9
 DF2450;SPC GA W     - 1,179,158.37  2,484,339.65   sFT  0.99994037   +0 20 11.9
 DF2450;UTM  17      - 3,680,822.814   262,166.392   MT  1.00029746   -1 23 59.5
 DF2450
 DF2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2450!SPC GA W     -   0.99997496  x   0.99994037  =   0.99991533
 DF2450!UTM  17      -   0.99997496  x   1.00029746  =   1.00027241
 DF2450
 DF2450|---------------------------------------------------------------------|
 DF2450| PID    Reference Object                     Distance      Geod. Az  |
 DF2450|                                                           dddmmss.s |
 DF2450| DF2451 BV 079 200 GADT 1974 PTA              9.726 METERS 00447     |
 DF2450| CY7491 BV 079 200 AZ MK                                   3261408.4 |
 DF2450|---------------------------------------------------------------------|
 DF2450
 DF2450                          SUPERSEDED SURVEY CONTROL
 DF2450
 DF2450  NAD 83(1986)-  33 14 24.77779(N)    083 33 09.24213(W) AD(       ) 2
 DF2450  NAD 27      -  33 14 24.30244(N)    083 33 09.64835(W) AD(       ) 2
 DF2450  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 DF2450
 DF2450.Superseded values are not recommended for survey control.
 DF2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2450.See file dsdata.txt to determine how the superseded data were derived.
 DF2450
 DF2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6216680823(NAD 83)
 DF2450_MARKER: DD = SURVEY DISK
 DF2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2450
 DF2450  HISTORY     - Date     Condition        Report By
 DF2450  HISTORY     - 1974     MONUMENTED       GADT
 DF2450
 DF2450                          STATION DESCRIPTION
 DF2450
 DF2450'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2450'THE STATION IS LOCATED 6-1/2 MILES NORTHEAST OF HILLSBORO, 8-3/4
 DF2450'MILES SOUTHEAST OF MONTICELLO, AND 9-1/2 MILES NORTH-NORTHEAST
 DF2450'OF ROUND OAK ON STATE RIGHT OF WAY.
 DF2450'
 DF2450'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11, 16, 83,
 DF2450'AND 212, AT THE SQUARE IN MONTICELLO, TRAVEL EAST ALONG STATE ROUTES
 DF2450'16 AND 212 FOR 0.8 MILES TO THE JUNCTION OF STATE ROUTE 16 FORKING
 DF2450'TO THE LEFT.  CONTINUE TRAVELING SOUTHEAST ALONG STATE ROUTE 212
 DF2450'FOR 1.65 MILES TO THE JUNCTION OF COUNTY ROAD 85 TO THE LEFT.
 DF2450'CONTINUE TRAVELING ALONG STATE ROUTE 212 FOR 2.2 MILES TO NORTH
 DF2450'FORK WOLF CREEK.  CONTINUE TRAVELING ALONG STATE ROUTE 212 FOR
 DF2450'2.05 MILES TO THE JUNCTION OF COUNTY ROAD 99 TO THE RIGHT.
 DF2450'CONTINUE TRAVELING SOUTHEAST FOR 2.3 MILES TO THE
 DF2450'AZIMUTH MARK ON THE LEFT ON A 15 FOOT CUT BANK AT THE
 DF2450'NORTHEAST QUADRANT OF THE JUNCTION OF COUNTY ROAD 100
 DF2450'CROSSING.  CONTINUE TRAVELING ALONG STATE ROUTE 212 FOR 0.25
 DF2450'MILES TO THE STATION ON THE RIGHT ON TOP OF A 12 FOOT CUT
 DF2450'BANK.
 DF2450'
 DF2450'THE STATION IS A STANDARD BRASS DISK STAMPED 079-200, SET IN
 DF2450'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2450'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2450'DISK STAMPED 079-200, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2450'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2450'LOCATED 61 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10
 DF2450'FEET NORTH OF 4 INCH TWIN SOURWOOD TREES, 4.5 FEET NORTHEAST OF
 DF2450'A WITNESS POST SET AT A HOGWIRE FENCE, AND 21 FEET EAST OF A 6
 DF2450'INCH PINE TREE.
 DF2450'
 DF2450'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 079-200 AZMK, SET
 DF2450'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2450'SURFACE OF THE GROUND.  IT IS LOCATED 57 FEET NORTHEAST OF THE
 DF2450'CENTERLINE OF THE HIGHWAY, 66 FEET SOUTH OF A 48 INCH OAK TREE,
 DF2450'AND 4 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2472 ***********************************************************************
 DF2472  CBN         -  This is a Cooperative Base Network Control Station.
 DF2472  DESIGNATION -  BV 079 201
 DF2472  PID         -  DF2472
 DF2472  STATE/COUNTY-  GA/JASPER
 DF2472  USGS QUAD   -  HILLSBORO (1964)
 DF2472
 DF2472                         *CURRENT SURVEY CONTROL
 DF2472  ___________________________________________________________________
 DF2472* NAD 83(1994)-  33 12 43.37113(N)    083 39 51.72023(W)     ADJUSTED  
 DF2472* NAVD 88     -       197.3    (meters)     647.     (feet)  GPS OBS   
 DF2472  ___________________________________________________________________
 DF2472  X           -     589,477.624 (meters)                     COMP
 DF2472  Y           -  -5,309,147.100 (meters)                     COMP
 DF2472  Z           -   3,473,751.266 (meters)                     COMP
 DF2472  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DF2472  ELLIP HEIGHT-         169.80  (meters)          (03/09/95) GPS OBS
 DF2472  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF2472
 DF2472  HORZ ORDER  -  B
 DF2472  ELLP ORDER  -  FIRST     CLASS I
 DF2472
 DF2472.The horizontal coordinates were established by GPS observations
 DF2472.and adjusted by the National Geodetic Survey in March 1995..
 DF2472
 DF2472.The orthometric height was determined by GPS observations and a
 DF2472.high-resolution geoid model.
 DF2472
 DF2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2472
 DF2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2472
 DF2472.The ellipsoidal height was determined by GPS observations
 DF2472.and is referenced to NAD 83.
 DF2472
 DF2472.The geoid height was determined by GEOID03.
 DF2472
 DF2472;                    North         East     Units Scale Factor Converg.
 DF2472;SPC GA W     -   356,228.873   746,824.494   MT  0.99992702   +0 16 30.5
 DF2472;SPC GA W     - 1,168,727.56  2,450,206.69   sFT  0.99992702   +0 16 30.5
 DF2472;UTM  17      - 3,677,958.975   251,666.964   MT  1.00036041   -1 27 36.5
 DF2472
 DF2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2472!SPC GA W     -   0.99997334  x   0.99992702  =   0.99990036
 DF2472!UTM  17      -   0.99997334  x   1.00036041  =   1.00033374
 DF2472
 DF2472:                Primary Azimuth Mark                     Grid Az
 DF2472:SPC GA W     -  BV 079 201 AZ MK                         152 57 17.1
 DF2472:UTM  17      -  BV 079 201 AZ MK                         154 41 24.1
 DF2472
 DF2472|---------------------------------------------------------------------|
 DF2472| PID    Reference Object                     Distance      Geod. Az  |
 DF2472|                                                           dddmmss.s |
 DF2472| CY7492 BV 079 201 AZ MK                                   1531347.6 |
 DF2472| DF2471 BV 079 201 GADT 1974 PTA             18.401 METERS 16502     |
 DF2472|---------------------------------------------------------------------|
 DF2472
 DF2472                          SUPERSEDED SURVEY CONTROL
 DF2472
 DF2472  NAD 83(1986)-  33 12 43.37990(N)    083 39 51.72040(W) AD(       ) 2
 DF2472  NAD 27      -  33 12 42.90906(N)    083 39 52.10104(W) AD(       ) 2
 DF2472  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 DF2472
 DF2472.Superseded values are not recommended for survey control.
 DF2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2472.See file dsdata.txt to determine how the superseded data were derived.
 DF2472
 DF2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5166777959(NAD 83)
 DF2472_MARKER: DD = SURVEY DISK
 DF2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2472_STAMPING: 079-201
 DF2472_MARK LOGO: GADT  
 DF2472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2472+STABILITY: SURFACE MOTION
 DF2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2472+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 DF2472
 DF2472  HISTORY     - Date     Condition        Report By
 DF2472  HISTORY     - 1974     MONUMENTED       GADT
 DF2472  HISTORY     - 19940407 GOOD             GADT
 DF2472  HISTORY     - 20010530 GOOD             GADT
 DF2472  HISTORY     - 20020607 GOOD             GADT
 DF2472  HISTORY     - 20050106 GOOD             INDIV
 DF2472
 DF2472                          STATION DESCRIPTION
 DF2472
 DF2472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2472'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH-NORTHWEST OF
 DF2472'HILLSBORO, 6-1/4 MILES SOUTH OF MONTICELLO, AND 10-1/2 MILES
 DF2472'NORTHEAST OF JULIETTE ON STATE RIGHT OF WAY.
 DF2472'
 DF2472'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 11,
 DF2472'16, 83, AND 212 AT THE SQUARE IN MONTICELLO, TRAVEL SOUTH ALONG
 DF2472'STATE ROUTE 11 FOR 1.75 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2472'92136 TO THE LEFT.  CONTINUE TRAVELING SOUTH ALONG STATE ROUTE
 DF2472'11 FOR 2.5 MILES TO A BRIDGE CROSSING A RAILROAD.  CONTINUE
 DF2472'TRAVELING ALONG STATE ROUTE 11 FOR 1.65 MILES TO THE JUNCTION OF
 DF2472'COUNTY ROAD 117 CROSSING.  CONTINUE TRAVELING SOUTH ALONG STATE
 DF2472'ROUTE 11 FOR 0.9 MILE TO THE STATION ON THE LEFT.
 DF2472'
 DF2472'THE STATION IS A STANDARD BRASS DISK STAMPED 079-201, SET IN THE
 DF2472'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2472'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2472'DISK STAMPED 079-201, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2472'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2472'LOCATED 34 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 100
 DF2472'FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2472'THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST, 6.5 FEET SOUTHEAST
 DF2472'OF A TELEPHONE CABLE PEDESTAL, 3 FEET SOUTHWEST OF A WITNESS
 DF2472'POST, 3.3 FEET WEST OF ANOTHER TELEPHONE CABLE PEDESTAL, AND
 DF2472'52.5 FEET WEST OF A POWER POLE.
 DF2472'
 DF2472'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL SOUTH ALONG
 DF2472'STATE ROUTE 11 FOR 0.75 MILE TO THE MARK ON THE LEFT.  IT IS A
 DF2472'STANDARD DISK STAMPED 079-201 AZMK, SET IN THE TOP OF A 10 INCH
 DF2472'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2472'IT IS LOCATED 80.5 FEET NORTHWEST OF HIGHWAY MILE POST 4 ON THE
 DF2472'EAST SIDE OF THE HIGHWAY, 16.3 FEET NORTHEAST OF THE CENTERLINE
 DF2472'OF THE HIGHWAY, 82.0 FEET NORTHWEST OF A TELEPHONE CABLE
 DF2472'PEDESTAL, 3.0 FEET SOUTHWEST OF A WITNESS POST, AND 34.0 FEET
 DF2472'SOUTHWEST OF A 10 INCH PINE TREE.
 DF2472
 DF2472                          STATION RECOVERY (1994)
 DF2472
 DF2472'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 DF2472'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM) NORTH-NORTHWEST OF
 DF2472'HILLSBORO, 6.25 MI (10.06 KM) SOUTH OF MONTICELLO, AND 10.5 MI (16.9
 DF2472'KM) NORTHEAST OF JULIETTE ON STATE RIGHT-OF-WAY. TO REACH THE STATION
 DF2472'FROM THE INTERSECTION OF STATE HIGHWAYS 11, 16, 83, AND 212 AT THE
 DF2472'SQUARE IN MONTICELLO, TRAVEL SOUTH ALONG HIGHWAY 11 FOR 1.75 MI (2.82
 DF2472'KM) TO THE JUNCTION OF COUNTY ROAD 92136 TO THE LEFT, CONTINUE
 DF2472'TRAVELING SOUTH ALONG HIGHWAY 11 FOR 2.5 MI (4.0 KM) TO A BRIDGE
 DF2472'CROSSING A RAILROAD, CONTINUE TRAVELING ALONG HIGHWAY 11 FOR 1.65 MI
 DF2472'(2.66 KM) TO THE JUNCTION OF COUNTY ROAD 117 CROSSING, CONTINUE
 DF2472'TRAVELING SOUTH ALONG HIGHWAY 11 FOR 0.9 MI (1.4 KM) TO THE STATION ON
 DF2472'THE LEFT. THE STATION IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 DF2472'LOCATED 34 FT (10.4 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 100
 DF2472'FT (30.5 M) EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2472'THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST, 6.5 FT (2.0 M) SOUTHEAST
 DF2472'OF A TELEPHONE CABLE PEDESTAL, 3 FT (0.9 M) SOUTHWEST OF A WITNESS
 DF2472'POST, 3.3 FT (1.0 M) WEST OF ANOTHER TELEPHONE CABLE PEDESTAL, AND
 DF2472'52.5 FT (16.0 M) WEST OF A POWER POLE.
 DF2472
 DF2472                          STATION RECOVERY (2001)
 DF2472
 DF2472'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2472'RECOVERED IN GOOD CONDITION.
 DF2472
 DF2472                          STATION RECOVERY (2002)
 DF2472
 DF2472'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DF2472'RECOVERED IN GOOD CONDITION.
 DF2472
 DF2472                          STATION RECOVERY (2005)
 DF2472
 DF2472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LBS)
 DF2472'GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2428 ***********************************************************************
 DF2428  DESIGNATION -  BV 079 202
 DF2428  PID         -  DF2428
 DF2428  STATE/COUNTY-  GA/JASPER
 DF2428  USGS QUAD   -  SMITHBORO (1981)
 DF2428
 DF2428                         *CURRENT SURVEY CONTROL
 DF2428  ___________________________________________________________________
 DF2428* NAD 83(1994)-  33 17 56.10167(N)    083 35 28.46915(W)     ADJUSTED  
 DF2428* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 DF2428  ___________________________________________________________________
 DF2428  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DF2428  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF2428
 DF2428  HORZ ORDER  -  SECOND
 DF2428
 DF2428.The horizontal coordinates were established by classical geodetic methods
 DF2428.and adjusted by the National Geodetic Survey in September 1997..
 DF2428
 DF2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2428
 DF2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2428
 DF2428.The geoid height was determined by GEOID03.
 DF2428
 DF2428;                    North         East     Units Scale Factor Converg.
 DF2428;SPC GA W     -   365,897.843   753,588.275   MT  0.99993539   +0 18 57.3
 DF2428;SPC GA W     - 1,200,449.84  2,472,397.53   sFT  0.99993539   +0 18 57.3
 DF2428;UTM  17      - 3,687,422.310   258,723.638   MT  1.00031779   -1 25 23.9
 DF2428
 DF2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2428!SPC GA W     -   0.99997640  x   0.99993539  =   0.99991180
 DF2428!UTM  17      -   0.99997640  x   1.00031779  =   1.00029419
 DF2428
 DF2428:                Primary Azimuth Mark                     Grid Az
 DF2428:SPC GA W     -  BV 079 202 AZ MK                         152 30 10.2
 DF2428:UTM  17      -  BV 079 202 AZ MK                         154 14 31.4
 DF2428
 DF2428|---------------------------------------------------------------------|
 DF2428| PID    Reference Object                     Distance      Geod. Az  |
 DF2428|                                                           dddmmss.s |
 DF2428| CY7493 BV 079 202 AZ MK                                   1524907.5 |
 DF2428| DF2427 BV 079 202 GADT 1974 PTA             23.640 METERS 18330     |
 DF2428|---------------------------------------------------------------------|
 DF2428
 DF2428                          SUPERSEDED SURVEY CONTROL
 DF2428
 DF2428  NAD 83(1986)-  33 17 56.10785(N)    083 35 28.46787(W) AD(       ) 2
 DF2428  NAD 27      -  33 17 55.64014(N)    083 35 28.86566(W) AD(       ) 2
 DF2428  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 DF2428
 DF2428.Superseded values are not recommended for survey control.
 DF2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2428.See file dsdata.txt to determine how the superseded data were derived.
 DF2428
 DF2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5872487422(NAD 83)
 DF2428_MARKER: DD = SURVEY DISK
 DF2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2428
 DF2428  HISTORY     - Date     Condition        Report By
 DF2428  HISTORY     - 1974     MONUMENTED       GADT
 DF2428
 DF2428                          STATION DESCRIPTION
 DF2428
 DF2428'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2428'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST OF
 DF2428'MONTICELLO, 7-1/4 MILES SOUTH OF SHADY DALE, AND 8-3/4 MILES
 DF2428'NORTH-NORTHEAST OF HILLSBORO ON COUNTY RIGHT OF WAY.
 DF2428'
 DF2428'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11, 16,
 DF2428'83, AND 212 AT THE SQUARE IN MONTICELLO, TRAVEL EAST ALONG STATE
 DF2428'ROUTE 16 FOR 0.75 MILE TO THE JUNCTION OF STATE ROUTE 212 FORKING
 DF2428'TO THE RIGHT.  CONTINUE TRAVELING EAST ALONG STATE ROUTE 16 FOR
 DF2428'3.55 MILES TO THE JUNCTION OF COUNTY ROAD 75 TO THE LEFT.
 DF2428'CONTINUE TRAVELING ALONG STATE ROUTE 16 FOR 0.95 MILE TO THE
 DF2428'JUNCTION OF SMITHBORO ROAD (COUNTY ROAD 93) TO THE RIGHT.
 DF2428'TURN RIGHT, TRAVELING SOUTH ALONG SMITHBORO ROAD FOR 0.65
 DF2428'MILE TO THE STATION ON THE LEFT.
 DF2428'
 DF2428'THE STATION IS A STANDARD BRASS DISK STAMPED 079-202, SET IN THE
 DF2428'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2428'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2428'STAMPED 079-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2428'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2428'LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DF2428'93, 96 FEET NORTH OF THE POINT OF INTERSECTION OF THE
 DF2428'CENTERLINES OF COUNTY ROAD 93 AND A DRIVE TO THE SOUTHWEST,
 DF2428'61 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 DF2428'OF COUNTY ROAD 93 AND ANOTHER DRIVE TO THE SOUTHWEST, 195.0
 DF2428'FEET SOUTHWEST OF A POWER POLE, AND 4.0 FEET SOUTHWEST OF A
 DF2428'WITNESS POST.
 DF2428'
 DF2428'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2428'SOUTH ALONG COUNTY ROAD 93 FOR 0.3 MILE TO THE MARK ON THE
 DF2428'RIGHT.  IT IS A STANDARD DISK STAMPED 079-202 AZMK, SET IN THE
 DF2428'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2428'SURFACE OF THE GROUND.  IT IS LOCATED 45 FEET SOUTHWEST OF THE
 DF2428'CENTERLINE OF THE HIGHWAY, 119.0 FEET WEST OF A POWER POLE ON
 DF2428'THE EAST SIDE OF THE ROAD, AND 3.0 FEET NORTHEAST OF A WITNESS
 DF2428'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2434 ***********************************************************************
 DF2434  DESIGNATION -  BV 079 203
 DF2434  PID         -  DF2434
 DF2434  STATE/COUNTY-  GA/JASPER
 DF2434  USGS QUAD   -  MONTICELLO (1985)
 DF2434
 DF2434                         *CURRENT SURVEY CONTROL
 DF2434  ___________________________________________________________________
 DF2434* NAD 83(1994)-  33 17 41.22415(N)    083 43 15.43595(W)     ADJUSTED  
 DF2434* NAVD 88     -       197.9    (meters)     649.     (feet)  VERTCON   
 DF2434  ___________________________________________________________________
 DF2434  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DF2434  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF2434
 DF2434  HORZ ORDER  -  SECOND
 DF2434
 DF2434.The horizontal coordinates were established by classical geodetic methods
 DF2434.and adjusted by the National Geodetic Survey in September 1997..
 DF2434
 DF2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2434
 DF2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2434
 DF2434.The geoid height was determined by GEOID03.
 DF2434
 DF2434;                    North         East     Units Scale Factor Converg.
 DF2434;SPC GA W     -   365,380.432   741,510.192   MT  0.99992124   +0 14 40.8
 DF2434;SPC GA W     - 1,198,752.30  2,432,771.35   sFT  0.99992124   +0 14 40.8
 DF2434;UTM  17      - 3,687,271.639   246,630.260   MT  1.00039156   -1 29 40.0
 DF2434
 DF2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2434!SPC GA W     -   0.99997329  x   0.99992124  =   0.99989453
 DF2434!UTM  17      -   0.99997329  x   1.00039156  =   1.00036484
 DF2434
 DF2434:                Primary Azimuth Mark                     Grid Az
 DF2434:SPC GA W     -  MONTICELLO W MUN TANK                    126 02 46.2
 DF2434:UTM  17      -  MONTICELLO W MUN TANK                    127 47 07.0
 DF2434
 DF2434|---------------------------------------------------------------------|
 DF2434| PID    Reference Object                     Distance      Geod. Az  |
 DF2434|                                                           dddmmss.s |
 DF2434| DF2433 MONTICELLO W MUN TANK               APPROX. 1.3 KM 1261727.0 |
 DF2434| CY7494 BV 079 203 AZ MK                                   3144710.6 |
 DF2434| DF2436 BV 079 204                          APPROX. 0.5 KM 3551325.2 |
 DF2434|---------------------------------------------------------------------|
 DF2434
 DF2434                          SUPERSEDED SURVEY CONTROL
 DF2434
 DF2434  NAD 83(1986)-  33 17 41.23052(N)    083 43 15.43529(W) AD(       ) 2
 DF2434  NAD 27      -  33 17 40.77933(N)    083 43 15.81009(W) AD(       ) 2
 DF2434  NGVD 29 (07/19/86)  198.0    (m)          650.     (f) VERT ANG       
 DF2434
 DF2434.Superseded values are not recommended for survey control.
 DF2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2434.See file dsdata.txt to determine how the superseded data were derived.
 DF2434
 DF2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4663087272(NAD 83)
 DF2434_MARKER: DD = SURVEY DISK
 DF2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2434_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2434
 DF2434  HISTORY     - Date     Condition        Report By
 DF2434  HISTORY     - 1974     MONUMENTED       GADT
 DF2434
 DF2434                          STATION DESCRIPTION
 DF2434
 DF2434'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2434'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST-SOUTHWEST
 DF2434'OF MONTICELLO, 10-1/2 MILES SOUTHWEST OF SHADY DALE, AND 11-1/2
 DF2434'MILES EAST-NORTHEAST OF INDIAN SPRINGS ON COUNTY RIGHT OF WAY.
 DF2434'
 DF2434'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF2434'STATE ROUTE 212 IN MONTICELLO, GO WEST ON STATE ROUTE 16 FOR
 DF2434'1.55 MILES TO THE JUNCTION OF EDWARDS ROAD (COUNTY ROAD 151) TO
 DF2434'THE LEFT.  TURN LEFT, GOING SOUTHWESTERLY ALONG EDWARDS ROAD FOR
 DF2434'0.25 MILE TO THE JUNCTION OF COUNTY ROAD 150 TO THE LEFT AND
 DF2434'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, GOING SOUTHEASTERLY
 DF2434'ALONG COUNTY ROAD 150 FOR 0.25 MILE TO THE STATION ON THE
 DF2434'RIGHT.
 DF2434'
 DF2434'THE STATION IS LOCATED 24 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2434'COUNTY ROAD 150, 3.0 FEET NORTHEAST OF A WITNESS POST, 29.0 FEET
 DF2434'NORTH-NORTHWEST OF THE NORTH CORNER OF A CHICKEN HOUSE, 96.0 FEET
 DF2434'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE, AND 38.0
 DF2434'FEET SOUTHEAST OF A POWER POLE.  THE STATION IS A STANDARD BRASS
 DF2434'DISK STAMPED 079-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2434'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2434'UNDERGROUND STATION IS A STANDARD DISK STAMPED 079-203, SET IN
 DF2434'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW
 DF2434'THE SURFACE OF THE GROUND.
 DF2434'
 DF2434'THE AZIMUTH MARK IS LOCATED 46 FEET NORTHEAST OF THE CENTERLINE
 DF2434'OF COUNTY ROAD 150, 49 FEET SOUTHEAST OF EDWARDS ROAD, 3.5 FEET
 DF2434'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE, AND 64 FEET EAST
 DF2434'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROADS.  IT
 DF2434'IS A STANDARD BRASS DISK STAMPED 079-203 AZMK, SET IN THE TOP OF
 DF2434'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2434'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2436 ***********************************************************************
 DF2436  DESIGNATION -  BV 079 204
 DF2436  PID         -  DF2436
 DF2436  STATE/COUNTY-  GA/JASPER
 DF2436  USGS QUAD   -  MONTICELLO (1985)
 DF2436
 DF2436                         *CURRENT SURVEY CONTROL
 DF2436  ___________________________________________________________________
 DF2436* NAD 83(1994)-  33 17 58.71073(N)    083 43 17.17590(W)     ADJUSTED  
 DF2436* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 DF2436  ___________________________________________________________________
 DF2436  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 DF2436  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF2436
 DF2436  HORZ ORDER  -  SECOND
 DF2436
 DF2436.The horizontal coordinates were established by classical geodetic methods
 DF2436.and adjusted by the National Geodetic Survey in September 1997..
 DF2436
 DF2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2436
 DF2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2436
 DF2436.The geoid height was determined by GEOID03.
 DF2436
 DF2436;                    North         East     Units Scale Factor Converg.
 DF2436;SPC GA W     -   365,918.924   741,462.881   MT  0.99992119   +0 14 40.0
 DF2436;SPC GA W     - 1,200,519.00  2,432,616.14   sFT  0.99992119   +0 14 40.0
 DF2436;UTM  17      - 3,687,811.572   246,599.300   MT  1.00039175   -1 29 41.7
 DF2436
 DF2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2436!SPC GA W     -   0.99997281  x   0.99992119  =   0.99989400
 DF2436!UTM  17      -   0.99997281  x   1.00039175  =   1.00036454
 DF2436
 DF2436:                Primary Azimuth Mark                     Grid Az
 DF2436:SPC GA W     -  MONTICELLO W MUN TANK                    140 11 44.6
 DF2436:UTM  17      -  MONTICELLO W MUN TANK                    141 56 06.3
 DF2436
 DF2436|---------------------------------------------------------------------|
 DF2436| PID    Reference Object                     Distance      Geod. Az  |
 DF2436|                                                           dddmmss.s |
 DF2436| DF2433 MONTICELLO W MUN TANK               APPROX. 1.7 KM 1402624.6 |
 DF2436| DF2434 BV 079 203                          APPROX. 0.5 KM 1751324.2 |
 DF2436| CY7495 BV 079 204 AZ MK                                   2952344.5 |
 DF2436|---------------------------------------------------------------------|
 DF2436
 DF2436                          SUPERSEDED SURVEY CONTROL
 DF2436
 DF2436  NAD 83(1986)-  33 17 58.71711(N)    083 43 17.17524(W) AD(       ) 2
 DF2436  NAD 27      -  33 17 58.26454(N)    083 43 17.54966(W) AD(       ) 2
 DF2436  NGVD 29 (07/19/86)  201.1    (m)          660.     (f) VERT ANG       
 DF2436
 DF2436.Superseded values are not recommended for survey control.
 DF2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2436.See file dsdata.txt to determine how the superseded data were derived.
 DF2436
 DF2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4659987812(NAD 83)
 DF2436_MARKER: DD = SURVEY DISK
 DF2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2436
 DF2436  HISTORY     - Date     Condition        Report By
 DF2436  HISTORY     - 1974     MONUMENTED       GADT
 DF2436
 DF2436                          STATION DESCRIPTION
 DF2436
 DF2436'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2436'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF MONTICELLO,
 DF2436'9-1/2 MILES NORTHWEST OF HILLSBORO, AND 10-1/2 MILES SOUTHWEST
 DF2436'OF SHADY DALE ON COUNTY RIGHT OF WAY.
 DF2436'
 DF2436'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16
 DF2436'AND 212 ON THE WESTERN EDGE OF MONTICELLO, TRAVEL WEST ALONG
 DF2436'STATE ROUTE 16 FOR 0.9 MILE TO THE GEORGIA POWER COMPANY
 DF2436'POWERLINE CROSSING.  CONTINUE TRAVELING WEST ALONG STATE ROUTE 16
 DF2436'FOR 0.7 MILE TO THE JUNCTION OF EDWARDS ROAD (COUNTY ROAD 151)
 DF2436'TO THE LEFT.  TURN LEFT, TRAVELING SOUTHWEST ALONG EDWARDS ROAD
 DF2436'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 DF2436'
 DF2436'THE STATION IS A STANDARD BRASS DISK STAMPED 079-204, SET IN
 DF2436'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2436'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2436'DISK STAMPED 079-204, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2436'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2436'LOCATED 43 FEET SOUTHEAST OF THE CENTERLINE OF EDWARDS ROAD, 250
 DF2436'FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 16, AND 2 FEET WEST
 DF2436'OF A WITNESS POST SET AT A FENCELINE.
 DF2436'
 DF2436'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF2436'EDWARDS ROAD, TRAVEL WEST ALONG STATE ROUTE 16 FOR 0.5 MILE TO
 DF2436'THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED 079-204 AZMK,
 DF2436'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2436'THE SURFACE OF THE GROUND.  IT IS LOCATED 46 FEET NORTH OF THE
 DF2436'CENTERLINE OF STATE ROUTE 16, 8 FEET SOUTHEAST OF A FENCE
 DF2436'CORNER, 45 FEET SOUTHEAST OF A 10 INCH PINE TREE, AND 3 FEET
 DF2436'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2479 ***********************************************************************
 DF2479  DESIGNATION -  BV 079 205
 DF2479  PID         -  DF2479
 DF2479  STATE/COUNTY-  GA/JASPER
 DF2479  USGS QUAD   -  BERNER (1981)
 DF2479
 DF2479                         *CURRENT SURVEY CONTROL
 DF2479  ___________________________________________________________________
 DF2479* NAD 83(1994)-  33 14 48.72456(N)    083 45 51.53954(W)     ADJUSTED  
 DF2479* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 DF2479  ___________________________________________________________________
 DF2479  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 DF2479  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DF2479
 DF2479  HORZ ORDER  -  SECOND
 DF2479
 DF2479.The horizontal coordinates were established by classical geodetic methods
 DF2479.and adjusted by the National Geodetic Survey in September 1997..
 DF2479
 DF2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2479
 DF2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2479
 DF2479.The geoid height was determined by GEOID03.
 DF2479
 DF2479;                    North         East     Units Scale Factor Converg.
 DF2479;SPC GA W     -   360,050.114   737,492.224   MT  0.99991733   +0 13 14.1
 DF2479;SPC GA W     - 1,181,264.42  2,419,589.07   sFT  0.99991733   +0 13 14.1
 DF2479;UTM  17      - 3,682,063.110   242,450.445   MT  1.00041790   -1 30 58.9
 DF2479
 DF2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2479!SPC GA W     -   0.99997327  x   0.99991733  =   0.99989061
 DF2479!UTM  17      -   0.99997327  x   1.00041790  =   1.00039116
 DF2479
 DF2479:                Primary Azimuth Mark                     Grid Az
 DF2479:SPC GA W     -  BV 079 205 AZ MK                         141 58 15.4
 DF2479:UTM  17      -  BV 079 205 AZ MK                         143 42 28.4
 DF2479
 DF2479|---------------------------------------------------------------------|
 DF2479| PID    Reference Object                     Distance      Geod. Az  |
 DF2479|                                                           dddmmss.s |
 DF2479| CY7496 BV 079 205 AZ MK                                   1421129.5 |
 DF2479| DF2478 BV 079 205 GADT 1974 PTA             22.313 METERS 22628     |
 DF2479|---------------------------------------------------------------------|
 DF2479
 DF2479                          SUPERSEDED SURVEY CONTROL
 DF2479
 DF2479  NAD 83(1986)-  33 14 48.73096(N)    083 45 51.53891(W) AD(       ) 2
 DF2479  NAD 27      -  33 14 48.28179(N)    083 45 51.90679(W) AD(       ) 2
 DF2479  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 DF2479
 DF2479.Superseded values are not recommended for survey control.
 DF2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2479.See file dsdata.txt to determine how the superseded data were derived.
 DF2479
 DF2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4245082063(NAD 83)
 DF2479_MARKER: DD = SURVEY DISK
 DF2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2479
 DF2479  HISTORY     - Date     Condition        Report By
 DF2479  HISTORY     - 1974     MONUMENTED       GADT
 DF2479
 DF2479                          STATION DESCRIPTION
 DF2479
 DF2479'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2479'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES SOUTHWEST OF
 DF2479'MONTICELLO, 8-3/4 MILES EAST OF INDIAN SPRINGS, AND 9-3/4 MILES
 DF2479'NORTH OF JULIETTE.
 DF2479'
 DF2479'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 83 AND
 DF2479'STATE ROUTE 16, IN MONTICELLO, GO SOUTHWESTERLY ALONG STATE ROUTE
 DF2479'83 FOR 2.15 MILES TO THE JUNCTION OF COUNTY ROAD 150 TO THE
 DF2479'RIGHT.  CONTINUE ALONG STATE ROUTE 83, GOING SOUTHWESTERLY FOR
 DF2479'1.25 MILES TO THE JUNCTION OF COUNTY ROAD 90772 TO THE
 DF2479'RIGHT.  CONTINUE ALONG STATE ROUTE 83, GOING SOUTHWESTERLY FOR
 DF2479'1.35 MILE TO THE JUNCTION OF COUNTY ROAD 131 CROSSING.
 DF2479'CONTINUE ALONG STATE ROUTE 83, GOING SOUTHWESTERLY FOR 1.5
 DF2479'MILES TO THE JUNCTION OF CLAY ROAD (COUNTY ROAD 143) TO THE
 DF2479'RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG CLAY ROAD FOR 1.65
 DF2479'MILES TO THE JUNCTION OF COUNTY ROAD 129 CROSSING.  CONTINUE
 DF2479'ALONG CLAY ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF2479'CONTINUE ALONG CLAY ROAD, GOING NORTHWESTERLY, FOR 0.3 MILE TO
 DF2479'THE STATION ON THE RIGHT.
 DF2479'
 DF2479'THE STATION IS LOCATED 41 FEET NORTHEAST OF THE CENTERLINE OF
 DF2479'CLAY ROAD, 18 FEET SOUTH-SOUTHEAST OF AN 18 INCH PINE TREE, 46
 DF2479'FEET NORTH-NORTHWEST OF A 10 INCH PINE TREE, AND 6 FEET SOUTHWEST
 DF2479'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 079-205,
 DF2479'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2479'THE GROUND SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2479'STAMPED 079-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2479'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 DF2479'
 DF2479'THE AZIMUTH MARK IS LOCATED 46 FEET SOUTHWEST OF THE CENTERLINE
 DF2479'OF CLAY ROAD, 38 FEET NORTHWEST OF A 24 INCH OAK TREE, AND 6 FEET
 DF2479'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2479'079-205 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2479'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2525 ***********************************************************************
 DF2525  DESIGNATION -  BV 079 206
 DF2525  PID         -  DF2525
 DF2525  STATE/COUNTY-  GA/JASPER
 DF2525  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF2525
 DF2525                         *CURRENT SURVEY CONTROL
 DF2525  ___________________________________________________________________
 DF2525* NAD 83(1994)-  33 18 09.92844(N)    083 46 22.01557(W)     ADJUSTED  
 DF2525* NAVD 88     -       204.     (meters)     669.     (feet)  VERTCON   
 DF2525  ___________________________________________________________________
 DF2525  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 DF2525  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DF2525
 DF2525  HORZ ORDER  -  SECOND
 DF2525
 DF2525.The horizontal coordinates were established by classical geodetic methods
 DF2525.and adjusted by the National Geodetic Survey in September 1997..
 DF2525
 DF2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2525
 DF2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2525
 DF2525.The geoid height was determined by GEOID03.
 DF2525
 DF2525;                    North         East     Units Scale Factor Converg.
 DF2525;SPC GA W     -   366,245.268   736,679.993   MT  0.99991658   +0 12 58.6
 DF2525;SPC GA W     - 1,201,589.68  2,416,924.28   sFT  0.99991658   +0 12 58.6
 DF2525;UTM  17      - 3,688,283.178   241,826.195   MT  1.00042187   -1 31 23.8
 DF2525
 DF2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2525!SPC GA W     -   0.99997237  x   0.99991658  =   0.99988895
 DF2525!UTM  17      -   0.99997237  x   1.00042187  =   1.00039423
 DF2525
 DF2525:                Primary Azimuth Mark                     Grid Az
 DF2525:SPC GA W     -  MONTICELLO ATT MICROWAVE                 008 59 06.3
 DF2525:UTM  17      -  MONTICELLO ATT MICROWAVE                 010 43 28.7
 DF2525
 DF2525|---------------------------------------------------------------------|
 DF2525| PID    Reference Object                     Distance      Geod. Az  |
 DF2525|                                                           dddmmss.s |
 DF2525| DF2527 MONTICELLO ATT MICROWAVE            APPROX. 3.9 KM 0091204.9 |
 DF2525| DF2433 MONTICELLO W MUN TANK               APPROX. 6.1 KM 1053438.8 |
 DF2525| CY7497 BV 079 206 AZ MK                                   1943207.1 |
 DF2525| DF2526 BV 079 206 GADT 1974 PTA             12.049 METERS 33300     |
 DF2525|---------------------------------------------------------------------|
 DF2525
 DF2525                          SUPERSEDED SURVEY CONTROL
 DF2525
 DF2525  NAD 83(1986)-  33 18 09.93476(N)    083 46 22.01482(W) AD(       ) 2
 DF2525  NAD 27      -  33 18 09.48484(N)    083 46 22.38735(W) AD(       ) 2
 DF2525  NGVD 29 (07/19/86)  204.     (m)          669.     (f) VERT ANG       
 DF2525
 DF2525.Superseded values are not recommended for survey control.
 DF2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2525.See file dsdata.txt to determine how the superseded data were derived.
 DF2525
 DF2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4182688283(NAD 83)
 DF2525_MARKER: DD = SURVEY DISK
 DF2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2525
 DF2525  HISTORY     - Date     Condition        Report By
 DF2525  HISTORY     - 1974     MONUMENTED       GADT
 DF2525
 DF2525                          STATION DESCRIPTION
 DF2525
 DF2525'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2525'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST OF MONTICELLO,
 DF2525'5-1/2 MILES EAST-NORTHEAST OF FLOVILLA, AND 11 MILES EAST OF
 DF2525'JACKSON ON COUNTY RIGHT OF WAY.
 DF2525'
 DF2525'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11, 83,
 DF2525'AND 16 (STATE ROUTE 212) AT THE COURTHOUSE IN MONTICELLO, TRAVEL
 DF2525'WEST ALONG STATE ROUTE 16 (STATE ROUTE 212) FOR 0.65 MILE TO THE
 DF2525'JUNCTION OF STATE ROUTE 212 FORKING TO THE RIGHT.  CONTINUE WEST
 DF2525'ALONG STATE ROUTE 16 FOR 1.6 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2525'151 TO THE LEFT.  CONTINUE WEST ALONG STATE ROUTE 16 FOR 2.35
 DF2525'MILES TO THE JUNCTION OF COUNTY ROAD 143 FORKING TO THE LEFT.
 DF2525'TURN LEFT, TRAVELING SOUTHWEST ALONG COUNTY ROAD 143 FOR 1.4 MILES
 DF2525'TO THE STATION ON THE LEFT.
 DF2525'
 DF2525'THE STATION IS LOCATED 49 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DF2525'5.0 FEET WEST OF A WITNESS POST, 5.5 FEET NORTH-NORTHWEST OF A
 DF2525'3 INCH PINE TREE, 18.0 FEET NORTH OF A 4 INCH PINE TREE, AND 25.0
 DF2525'FEET WEST OF A 36 INCH OAK TREE.  IT IS A STANDARD BRASS DISK
 DF2525'STAMPED 079-206, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2525'POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS
 DF2525'A STANDARD DISK STAMPED 079-206, SET IN AN IRREGULAR MASS OF
 DF2525'CONCRETE APPROXIMATELY 0.74 METER BELOW THE GROUND SURFACE.
 DF2525'
 DF2525'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 DF2525'SOUTH-SOUTHWEST ALONG COUNTY ROAD 143 FOR 0.6 MILE TO THE MARK ON
 DF2525'THE RIGHT.  IT IS LOCATED 26 FEET EAST OF THE CENTERLINE OF THE
 DF2525'ROAD, 7.0 FEET EAST OF A WITNESS POST AND 207.0 FEET NORTH OF A
 DF2525'28 INCH OAK TREE ON A 16 FOOT CUT BANK.  IT IS A STANDARD DISK
 DF2525'STAMPED 079-206 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2525'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2439 ***********************************************************************
 DF2439  DESIGNATION -  BV 079 207
 DF2439  PID         -  DF2439
 DF2439  STATE/COUNTY-  GA/JASPER
 DF2439  USGS QUAD   -  MONTICELLO (1985)
 DF2439
 DF2439                         *CURRENT SURVEY CONTROL
 DF2439  ___________________________________________________________________
 DF2439* NAD 83(1994)-  33 19 40.55924(N)    083 43 59.58714(W)     ADJUSTED  
 DF2439* NAVD 88     -       203.     (meters)     666.     (feet)  VERTCON   
 DF2439  ___________________________________________________________________
 DF2439  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DF2439  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DF2439
 DF2439  HORZ ORDER  -  SECOND
 DF2439
 DF2439.The horizontal coordinates were established by classical geodetic methods
 DF2439.and adjusted by the National Geodetic Survey in September 1997..
 DF2439
 DF2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2439
 DF2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2439
 DF2439.The geoid height was determined by GEOID03.
 DF2439
 DF2439;                    North         East     Units Scale Factor Converg.
 DF2439;SPC GA W     -   369,051.812   740,352.715   MT  0.99992007   +0 14 17.3
 DF2439;SPC GA W     - 1,210,797.49  2,428,973.87   sFT  0.99992007   +0 14 17.3
 DF2439;UTM  17      - 3,690,978.226   245,584.293   MT  1.00039810   -1 30 09.1
 DF2439
 DF2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2439!SPC GA W     -   0.99997253  x   0.99992007  =   0.99989260
 DF2439!UTM  17      -   0.99997253  x   1.00039810  =   1.00037061
 DF2439
 DF2439:                Primary Azimuth Mark                     Grid Az
 DF2439:SPC GA W     -  BV 079 207 AZ MK                         128 20 15.7
 DF2439:UTM  17      -  BV 079 207 AZ MK                         130 04 42.1
 DF2439
 DF2439|---------------------------------------------------------------------|
 DF2439| PID    Reference Object                     Distance      Geod. Az  |
 DF2439|                                                           dddmmss.s |
 DF2439| CY7498 BV 079 207 AZ MK                                   1283433.0 |
 DF2439| DF2438 BV 079 207 GADT 1974 PTA             14.922 METERS 17037     |
 DF2439| DF2527 MONTICELLO ATT MICROWAVE            APPROX. 3.2 KM 2894958.0 |
 DF2439|---------------------------------------------------------------------|
 DF2439
 DF2439                          SUPERSEDED SURVEY CONTROL
 DF2439
 DF2439  NAD 83(1986)-  33 19 40.56558(N)    083 43 59.58646(W) AD(       ) 2
 DF2439  NAD 27      -  33 19 40.11628(N)    083 43 59.96139(W) AD(       ) 2
 DF2439  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG       
 DF2439
 DF2439.Superseded values are not recommended for survey control.
 DF2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2439.See file dsdata.txt to determine how the superseded data were derived.
 DF2439
 DF2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4558490978(NAD 83)
 DF2439_MARKER: DD = SURVEY DISK
 DF2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2439
 DF2439  HISTORY     - Date     Condition        Report By
 DF2439  HISTORY     - 1974     MONUMENTED       GADT
 DF2439
 DF2439                          STATION DESCRIPTION
 DF2439
 DF2439'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2439'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHWEST OF
 DF2439'MONTICELLO, 13 MILES EAST OF JACKSON, AND 9-1/2 MILES SOUTHWEST
 DF2439'OF SHADY DALE ON STATE RIGHT OF WAY.
 DF2439'
 DF2439'TO REACH THE STATION FROM THE SQUARE IN MONTICELLO, TRAVEL WEST
 DF2439'ALONG STATE ROUTE 16 (STATE ROUTE 212) FOR 0.6 MILE TO THE JUNCTION
 DF2439'OF STATE ROUTE 212 FORKING TO THE RIGHT.  TURN RIGHT, TRAVELING
 DF2439'NORTHWESTERLY ALONG STATE ROUTE 212 FOR 1.55 MILES TO THE
 DF2439'JUNCTION OF COUNTY ROAD 70 CROSSING.  CONTINUE NORTHWESTERLY
 DF2439'ALONG STATE ROUTE 212 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 DF2439'LEFT.  CONTINUE NORTHWESTERLY ALONG STATE ROUTE 212 FOR 0.5
 DF2439'MILE TO THE STATION ON THE RIGHT.
 DF2439'
 DF2439'THE STATION IS LOCATED 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF2439'HIGHWAY, 3.0 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCELINE,
 DF2439'12.0 FEET SOUTH OF A POWER POLE, 78 FEET SOUTHWEST OF THE POINT OF
 DF2439'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY
 DF2439'LEADING NORTHEAST, AND 118 FEET NORTH OF THE POINT OF
 DF2439'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY
 DF2439'LEADING SOUTHWEST.  IT IS A STANDARD BRASS DISK STAMPED
 DF2439'079-207, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2439'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DF2439'STANDARD DISK STAMPED 079-207, SET IN AN IRREGULAR MASS OF
 DF2439'CONCRETE APPROXIMATELY 0.69 METER BELOW THE GROUND SURFACE.
 DF2439'
 DF2439'THE AZIMUTH MARK IS LOCATED 48 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2439'THE HIGHWAY, 1.7 FEET NORTHEAST OF A FENCELINE RUNNING PARALLEL
 DF2439'WITH THE ROAD, 3.0 FEET EAST OF A WITNESS POST SET AT THE
 DF2439'FENCELINE, 161.5 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION
 DF2439'OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE
 DF2439'SOUTHWEST, AND 127.0 FEET SOUTHEAST OF A STONE COLUMN ON THE
 DF2439'SOUTH SIDE OF THE DRIVEWAY.  IT IS A STANDARD DISK STAMPED
 DF2439'079-207 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2439'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2440 ***********************************************************************
 DF2440  DESIGNATION -  BV 079 208
 DF2440  PID         -  DF2440
 DF2440  STATE/COUNTY-  GA/JASPER
 DF2440  USGS QUAD   -  MONTICELLO (1985)
 DF2440
 DF2440                         *CURRENT SURVEY CONTROL
 DF2440  ___________________________________________________________________
 DF2440* NAD 83(1994)-  33 20 37.09872(N)    083 41 21.30001(W)     ADJUSTED  
 DF2440* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 DF2440  ___________________________________________________________________
 DF2440  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DF2440  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DF2440
 DF2440  HORZ ORDER  -  SECOND
 DF2440
 DF2440.The horizontal coordinates were established by classical geodetic methods
 DF2440.and adjusted by the National Geodetic Survey in September 1997..
 DF2440
 DF2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2440
 DF2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2440
 DF2440.The geoid height was determined by GEOID03.
 DF2440
 DF2440;                    North         East     Units Scale Factor Converg.
 DF2440;SPC GA W     -   370,811.433   744,438.125   MT  0.99992434   +0 15 44.7
 DF2440;SPC GA W     - 1,216,570.51  2,442,377.42   sFT  0.99992434   +0 15 44.7
 DF2440;UTM  17      - 3,692,613.671   249,723.193   MT  1.00037234   -1 28 44.2
 DF2440
 DF2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2440!SPC GA W     -   0.99997629  x   0.99992434  =   0.99990063
 DF2440!UTM  17      -   0.99997629  x   1.00037234  =   1.00034862
 DF2440
 DF2440:                Primary Azimuth Mark                     Grid Az
 DF2440:SPC GA W     -  MONTICELLO E MUN TANK                    168 18 13.8
 DF2440:UTM  17      -  MONTICELLO E MUN TANK                    170 02 42.7
 DF2440
 DF2440|---------------------------------------------------------------------|
 DF2440| PID    Reference Object                     Distance      Geod. Az  |
 DF2440|                                                           dddmmss.s |
 DF2440| DF2437 MONTICELLO E MUN TANK               APPROX. 4.2 KM 1683358.5 |
 DF2440| DF2431 MONTICELLO COURTHOUSE SPIRE         APPROX. 4.3 KM 1730326.5 |
 DF2440| CY7499 BV 079 208 AZ MK                                   2495415.2 |
 DF2440| DF2441 BV 079 208 GADT 1974 PTA             15.172 METERS 33139     |
 DF2440|---------------------------------------------------------------------|
 DF2440
 DF2440                          SUPERSEDED SURVEY CONTROL
 DF2440
 DF2440  NAD 83(1986)-  33 20 37.10509(N)    083 41 21.29931(W) AD(       ) 2
 DF2440  NAD 27      -  33 20 36.65502(N)    083 41 21.67687(W) AD(       ) 2
 DF2440  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 DF2440
 DF2440.Superseded values are not recommended for survey control.
 DF2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2440.See file dsdata.txt to determine how the superseded data were derived.
 DF2440
 DF2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4972392614(NAD 83)
 DF2440_MARKER: DD = SURVEY DISK
 DF2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2440
 DF2440  HISTORY     - Date     Condition        Report By
 DF2440  HISTORY     - 1974     MONUMENTED       GADT
 DF2440
 DF2440                          STATION DESCRIPTION
 DF2440
 DF2440'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2440'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF
 DF2440'MONTICELLO, 8-1/2 MILES SOUTHWEST OF SHADY DALE, AND 11-3/4 MILES
 DF2440'SOUTH OF NEWBORN ON THE PROPERTY OF ROY R. KELLY, JR.
 DF2440'
 DF2440'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16, 11,
 DF2440'83, AND 212 IN MONTICELLO, TRAVEL NORTH ALONG STATE ROUTE 11 FOR
 DF2440'0.6 MILE TO THE JUNCTION OF STATE ROUTE 229 FORKING TO THE
 DF2440'RIGHT.  TURN RIGHT, TRAVELING NORTH ALONG STATE ROUTE 229 FOR
 DF2440'1.75 MILES TO THE POPES BRANCH CREEK BRIDGE.  CONTINUE TRAVELING
 DF2440'NORTH ALONG STATE ROUTE 229 FOR 0.3 MILE TO THE JUNCTION OF
 DF2440'COUNTY ROAD 9 TO THE LEFT.  CONTINUE TRAVELING NORTH ALONG
 DF2440'STATE ROUTE 229 FOR 0.55 MILE TO THE JUNCTION OF OLD COUNTY
 DF2440'ROAD 68 (NOW A FIELD ROAD) TO THE RIGHT.  TURN RIGHT,
 DF2440'TRAVELING EAST ALONG OLD COUNTY ROAD 68 FOR 0.1 MILE TO A GATE.
 DF2440'GO THROUGH THE GATE AND CONTINUE TRAVELING EAST ON OLD COUNTY ROAD
 DF2440'68 FOR 0.25 MILE TO ANOTHER GATE AND THE STATION ON THE
 DF2440'RIGHT.
 DF2440'
 DF2440'THE STATION IS A STANDARD BRASS DISK STAMPED 079-208, SET IN THE
 DF2440'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2440'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2440'079-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 DF2440'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 22 FEET
 DF2440'SOUTH OF THE CENTERLINE OF THE FIELD ROAD (OLD COUNTY ROAD 68),
 DF2440'29.0 FEET SOUTHWEST OF THE NORTH CORNER OF A GATE, 37.0 FEET
 DF2440'SOUTHWEST OF A 10 INCH PINE TREE, AND 2.6 FEET NORTHWEST OF A
 DF2440'WITNESS POST.
 DF2440'
 DF2440'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 229
 DF2440'AND COUNTY ROAD 9, GO NORTHWEST ALONG COUNTY ROAD 9 FOR 0.2 MILE
 DF2440'TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 DF2440'079-208 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2440'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 37 FEET
 DF2440'NORTHEAST OF THE CENTERLINE OF THE ROAD, 58 FEET NORTHWEST OF A
 DF2440'POWER POLE SET INSIDE THE FENCE, 3 FEET SOUTHWEST OF A WITNESS
 DF2440'POST SET IN A FENCELINE, AND 58.0 FEET NORTH-NORTHWEST OF A
 DF2440'POWER POLE ON THE NORTHEAST SIDE OF THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2419 ***********************************************************************
 DF2419  DESIGNATION -  BV 079 209
 DF2419  PID         -  DF2419
 DF2419  STATE/COUNTY-  GA/JASPER
 DF2419  USGS QUAD   -  SHADY DALE (1985)
 DF2419
 DF2419                         *CURRENT SURVEY CONTROL
 DF2419  ___________________________________________________________________
 DF2419* NAD 83(1994)-  33 22 56.97441(N)    083 36 19.96372(W)     ADJUSTED  
 DF2419* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 DF2419  ___________________________________________________________________
 DF2419  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DF2419  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF2419
 DF2419  HORZ ORDER  -  SECOND
 DF2419
 DF2419.The horizontal coordinates were established by classical geodetic methods
 DF2419.and adjusted by the National Geodetic Survey in September 1997..
 DF2419
 DF2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2419
 DF2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2419
 DF2419.The geoid height was determined by GEOID03.
 DF2419
 DF2419;                    North         East     Units Scale Factor Converg.
 DF2419;SPC GA W     -   375,159.272   752,206.258   MT  0.99993359   +0 18 31.5
 DF2419;SPC GA W     - 1,230,835.04  2,467,863.36   sFT  0.99993359   +0 18 31.5
 DF2419;UTM  17      - 3,696,725.049   257,623.233   MT  1.00032434   -1 26 03.6
 DF2419
 DF2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2419!SPC GA W     -   0.99997629  x   0.99993359  =   0.99990988
 DF2419!UTM  17      -   0.99997629  x   1.00032434  =   1.00030062
 DF2419
 DF2419:                Primary Azimuth Mark                     Grid Az
 DF2419:SPC GA W     -  BV 079 209 AZ MK                         227 15 51.2
 DF2419:UTM  17      -  BV 079 209 AZ MK                         229 00 26.3
 DF2419
 DF2419|---------------------------------------------------------------------|
 DF2419| PID    Reference Object                     Distance      Geod. Az  |
 DF2419|                                                           dddmmss.s |
 DF2419| CY7500 BV 079 209 AZ MK                                   2273422.7 |
 DF2419| DF2418 BV 079 209 GADT 1974 PTA             18.561 METERS 25841     |
 DF2419|---------------------------------------------------------------------|
 DF2419
 DF2419                          SUPERSEDED SURVEY CONTROL
 DF2419
 DF2419  NAD 83(1986)-  33 22 56.98073(N)    083 36 19.96312(W) AD(       ) 2
 DF2419  NAD 27      -  33 22 56.52928(N)    083 36 20.34571(W) AD(       ) 2
 DF2419  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 DF2419
 DF2419.Superseded values are not recommended for survey control.
 DF2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2419.See file dsdata.txt to determine how the superseded data were derived.
 DF2419
 DF2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5762396725(NAD 83)
 DF2419_MARKER: DD = SURVEY DISK
 DF2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2419
 DF2419  HISTORY     - Date     Condition        Report By
 DF2419  HISTORY     - 1974     MONUMENTED       GADT
 DF2419
 DF2419                          STATION DESCRIPTION
 DF2419
 DF2419'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2419'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTHWEST OF
 DF2419'SHADY DALE, 5-3/4 MILES SOUTH-SOUTHEAST OF FARRAR, AND 12 MILES
 DF2419'SOUTHEAST OF MANSFIELD ON THE PROPERTY OF BANKS AND KELLY
 DF2419'COMPANY, INCORPORATED, PHONE 468-6595, MONTICELLO.
 DF2419'
 DF2419'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 83 AND
 DF2419'16, IN MONTICELLO, GO NORTH ALONG STATE ROUTE 83 FOR 0.8 MILE
 DF2419'TO THE JUNCTION OF COUNTY ROAD 92397 TO THE RIGHT.  CONTINUE
 DF2419'NORTH ALONG STATE ROUTE 83 FOR 1.25 MILES TO THE JUNCTION OF
 DF2419'COUNTY ROAD 23 TO THE LEFT.  CONTINUE NORTH ALONG STATE ROUTE
 DF2419'83 FOR 1.9 MILES TO THE BRANCH SHOAL CREEK.  CONTINUE NORTH
 DF2419'ALONG STATE ROUTE 83 FOR 1.65 MILES TO MURDER CREEK.  CONTINUE
 DF2419'NORTH ALONG STATE ROUTE 83 FOR 0.8 MILE TO A FIELD ROAD TO THE
 DF2419'LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG
 DF2419'STATE ROUTE 83 FOR 0.8 MILE TO THE JUNCTION OF A DRIVEWAY TO
 DF2419'THE RIGHT.  TURN RIGHT, GOING SOUTHEAST ALONG THE DRIVEWAY FOR
 DF2419'0.05 MILE TO THE STATION ON THE RIGHT.
 DF2419'
 DF2419'THE STATION IS LOCATED IN A FIELD, 19 FEET SOUTHWEST OF THE
 DF2419'CENTERLINE OF THE DRIVEWAY, 104.0 FEET NORTHWEST OF A POWER
 DF2419'POLE IN THE FIELD, 23.0 FEET NORTHEAST OF ANOTHER POWER POLE
 DF2419'IN THE FIELD, AND 3.0 FEET SOUTHWEST OF A WITNESS POST SET IN A
 DF2419'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 079-209, SET IN
 DF2419'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2419'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2419'DISK STAMPED 079-209, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2419'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2419'
 DF2419'THE AZIMUTH MARK IS LOCATED 37.5 FEET NORTHWEST OF THE
 DF2419'CENTERLINE OF STATE ROUTE 83, 110.0 FEET NORTH-NORTHWEST OF A
 DF2419'24 INCH OAK TREE ON THE SOUTHEAST SIDE OF THE HIGHWAY, OPPOSITE
 DF2419'THE FIELD ROAD, 4.5 FEET SOUTHEAST OF A WITNESS POST SET IN A
 DF2419'FENCELINE PARALLEL WITH THE ROAD, AND 66.0 FEET NORTHEAST OF A
 DF2419'POWER POLE ON THE SOUTHWEST SIDE OF THE FIELD ROAD.  IT IS A
 DF2419'STANDARD DISK STAMPED 079-209 AZMK, SET IN THE TOP OF A 10 INCH
 DF2419'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2419'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2424 ***********************************************************************
 DF2424  DESIGNATION -  BV 079 210
 DF2424  PID         -  DF2424
 DF2424  STATE/COUNTY-  GA/JASPER
 DF2424  USGS QUAD   -  SHADY DALE (1985)
 DF2424
 DF2424                         *CURRENT SURVEY CONTROL
 DF2424  ___________________________________________________________________
 DF2424* NAD 83(1994)-  33 26 40.36174(N)    083 33 02.24322(W)     ADJUSTED  
 DF2424* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 DF2424  ___________________________________________________________________
 DF2424  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DF2424  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DF2424
 DF2424  HORZ ORDER  -  SECOND
 DF2424
 DF2424.The horizontal coordinates were established by classical geodetic methods
 DF2424.and adjusted by the National Geodetic Survey in September 1997..
 DF2424
 DF2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2424
 DF2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2424
 DF2424.The geoid height was determined by GEOID03.
 DF2424
 DF2424;                    North         East     Units Scale Factor Converg.
 DF2424;SPC GA W     -   382,069.931   757,275.516   MT  0.99994043   +0 20 22.3
 DF2424;SPC GA W     - 1,253,507.77  2,484,494.76   sFT  0.99994043   +0 20 22.3
 DF2424;UTM  17      - 3,703,480.695   262,902.482   MT  1.00029312   -1 24 23.0
 DF2424
 DF2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2424!SPC GA W     -   0.99997647  x   0.99994043  =   0.99991690
 DF2424!UTM  17      -   0.99997647  x   1.00029312  =   1.00026958
 DF2424
 DF2424:                Primary Azimuth Mark                     Grid Az
 DF2424:SPC GA W     -  BV 079 210 AZ MK                         193 35 58.4
 DF2424:UTM  17      -  BV 079 210 AZ MK                         195 20 43.7
 DF2424
 DF2424|---------------------------------------------------------------------|
 DF2424| PID    Reference Object                     Distance      Geod. Az  |
 DF2424|                                                           dddmmss.s |
 DF2424| CY7501 BV 079 210 AZ MK                                   1935620.7 |
 DF2424| DF2423 BV 079 210 GADT 1974 PTA             21.106 METERS 20452     |
 DF2424| DF2420 SHADY DALE S MUN TANK               APPROX. 6.5 KM 2161332.5 |
 DF2424|---------------------------------------------------------------------|
 DF2424
 DF2424                          SUPERSEDED SURVEY CONTROL
 DF2424
 DF2424  NAD 83(1986)-  33 26 40.36773(N)    083 33 02.24213(W) AD(       ) 2
 DF2424  NAD 27      -  33 26 39.91271(N)    083 33 02.62523(W) AD(       ) 2
 DF2424  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 DF2424
 DF2424.Superseded values are not recommended for survey control.
 DF2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2424.See file dsdata.txt to determine how the superseded data were derived.
 DF2424
 DF2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6290203481(NAD 83)
 DF2424_MARKER: DD = SURVEY DISK
 DF2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2424_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2424
 DF2424  HISTORY     - Date     Condition        Report By
 DF2424  HISTORY     - 1974     MONUMENTED       GADT
 DF2424
 DF2424                          STATION DESCRIPTION
 DF2424
 DF2424'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2424'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHEAST OF
 DF2424'SHADY DALE, 5-1/4 MILES EAST-SOUTHEAST OF FARRAR, AND 9-3/4 MILES
 DF2424'SOUTHEAST OF NEWBORN ON STATE RIGHT OF WAY.
 DF2424'
 DF2424'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 83 AND
 DF2424'142, IN SHADY DALE, TRAVEL NORTHEAST ALONG STATE ROUTE 83 FOR 1.65
 DF2424'MILES TO THE JUNCTION OF COUNTY ROAD 53 TO THE RIGHT.  CONTINUE
 DF2424'ALONG STATE ROUTE 83 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 DF2424'RIGHT.  CONTINUE ALONG STATE ROUTE 83 FOR 0.85 MILE TO THE
 DF2424'STATION ON THE RIGHT.
 DF2424'
 DF2424'THE STATION IS LOCATED 20 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2424'HIGHWAY, 10.0 FEET WEST OF A WITNESS POST SET NEXT TO A FENCELINE
 DF2424'RUNNING PARALLEL WITH THE HIGHWAY, 5 FEET SOUTHWEST OF A SIGN
 DF2424'DESIGNATING THE JASPER - MORGAN COUNTY LINE, AND 62 FEET SOUTH OF
 DF2424'THE POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE 83
 DF2424'AND MORGAN COUNTY ROAD 211.  IT IS A STANDARD BRASS DISK STAMPED
 DF2424'079-210, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2424'POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DF2424'STANDARD DISK STAMPED 079-210, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2424'APPROXIMATELY 0.75 METER BELOW THE GROUND SURFACE.
 DF2424'
 DF2424'THE AZIMUTH MARK IS LOCATED 48 FEET SOUTHEAST OF THE CENTERLINE
 DF2424'OF THE HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST SET AT A
 DF2424'FENCELINE RUNNING PARALLEL WITH THE HIGHWAY, 109.0 FEET
 DF2424'SOUTH-SOUTHEAST OF A POWER POLE ON THE NORTHWEST SIDE OF THE
 DF2424'HIGHWAY, AND 249 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTH
 DF2424'WING WALL OF THE GAP CREEK BRIDGE.  IT IS A STANDARD DISK
 DF2424'STAMPED 079-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2424'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2422 ***********************************************************************
 DF2422  DESIGNATION -  BV 079 211
 DF2422  PID         -  DF2422
 DF2422  STATE/COUNTY-  GA/JASPER
 DF2422  USGS QUAD   -  SHADY DALE (1985)
 DF2422
 DF2422                         *CURRENT SURVEY CONTROL
 DF2422  ___________________________________________________________________
 DF2422* NAD 83(1994)-  33 24 32.97661(N)    083 33 33.84013(W)     ADJUSTED  
 DF2422* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 DF2422  ___________________________________________________________________
 DF2422  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DF2422  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DF2422
 DF2422  HORZ ORDER  -  SECOND
 DF2422
 DF2422.The horizontal coordinates were established by classical geodetic methods
 DF2422.and adjusted by the National Geodetic Survey in September 1997..
 DF2422
 DF2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2422
 DF2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2422
 DF2422.The geoid height was determined by GEOID03.
 DF2422
 DF2422;                    North         East     Units Scale Factor Converg.
 DF2422;SPC GA W     -   378,140.838   756,482.399   MT  0.99993932   +0 20 03.8
 DF2422;SPC GA W     - 1,240,617.07  2,481,892.67   sFT  0.99993932   +0 20 03.8
 DF2422;UTM  17      - 3,699,576.188   261,989.756   MT  1.00029847   -1 24 35.7
 DF2422
 DF2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2422!SPC GA W     -   0.99997535  x   0.99993932  =   0.99991467
 DF2422!UTM  17      -   0.99997535  x   1.00029847  =   1.00027382
 DF2422
 DF2422|---------------------------------------------------------------------|
 DF2422| PID    Reference Object                     Distance      Geod. Az  |
 DF2422|                                                           dddmmss.s |
 DF2422| DF2421 BV 079 211 GADT 1974 PTA             18.582 METERS 10950     |
 DF2422| CY7502 BV 079 211 AZ MK                                   3535207.6 |
 DF2422|---------------------------------------------------------------------|
 DF2422
 DF2422                          SUPERSEDED SURVEY CONTROL
 DF2422
 DF2422  NAD 83(1986)-  33 24 32.98266(N)    083 33 33.83909(W) AD(       ) 2
 DF2422  NAD 27      -  33 24 32.52566(N)    083 33 34.21901(W) AD(       ) 2
 DF2422  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 DF2422
 DF2422.Superseded values are not recommended for survey control.
 DF2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2422.See file dsdata.txt to determine how the superseded data were derived.
 DF2422
 DF2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6199099576(NAD 83)
 DF2422_MARKER: DD = SURVEY DISK
 DF2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2422
 DF2422  HISTORY     - Date     Condition        Report By
 DF2422  HISTORY     - 1974     MONUMENTED       GADT
 DF2422
 DF2422                          STATION DESCRIPTION
 DF2422
 DF2422'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2422'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST-NORTHEAST
 DF2422'OF SHADY DALE, 5-3/4 MILES SOUTHEAST OF FARRAR, AND 10-1/4 MILES
 DF2422'NORTHEAST OF MONTICELLO ON THE PROPERTY OF MR. DAVE GRAY.
 DF2422'
 DF2422'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 83 AND
 DF2422'142 IN SHADY DALE, GO NORTHEAST ALONG STATE ROUTE 83 FOR 1.65
 DF2422'MILES TO THE JUNCTION OF COUNTY ROAD 53 TO THE RIGHT.  TURN RIGHT,
 DF2422'GOING SOUTHEASTERLY ALONG COUNTY ROAD 53 FOR 0.65 MILE TO A SHARP
 DF2422'TURN TO THE LEFT.  CONTINUE ALONG COUNTY ROAD 53, NOW NORTHEAST,
 DF2422'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DF2422'
 DF2422'THE STATION IS LOCATED 35 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2422'ROAD, 4 FEET SOUTHEAST OF A WITNESS POST SET AT A FENCELINE, 54 FEET
 DF2422'EAST OF THE POINT OF INTERSECTION OF THE ROAD AND A FIELD ROAD TO
 DF2422'THE SOUTHEAST, 26 FEET EAST OF A FENCE CORNER, AND 69 FEET
 DF2422'NORTHEAST OF THE NORTH CORNER OF A BARN.  IT IS A STANDARD BRASS
 DF2422'DISK STAMPED 079-211, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2422'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2422'UNDERGROUND STATION IS A STANDARD DISK STAMPED 079-211, SET
 DF2422'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW
 DF2422'THE SURFACE OF THE GROUND.
 DF2422'
 DF2422'TO REACH THE AZIMUTH MARK FROM THE STATION, FROM THE JUNCTION OF
 DF2422'STATE ROUTE 83 AND COUNTY ROAD 53 GO NORTH ALONG STATE ROUTE 83
 DF2422'FOR 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 29 FEET
 DF2422'SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 83, 138 FEET EAST OF
 DF2422'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A
 DF2422'DRIVEWAY TO THE SOUTHEAST, 100 FEET SOUTH OF THE POINT OF
 DF2422'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A FIELD
 DF2422'ROAD TO THE NORTHWEST, 5.5 FEET NORTH OF A WITNESS POST SET AT A
 DF2422'FENCELINE RUNNING PARALLEL WITH THE HIGHWAY, AND 2.5
 DF2422'FEET NORTHWEST OF THE FENCELINE.  IT IS A STANDARD DISK
 DF2422'STAMPED 079-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2422'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2521 ***********************************************************************
 DF2521  DESIGNATION -  BV 079 212
 DF2521  PID         -  DF2521
 DF2521  STATE/COUNTY-  GA/JASPER
 DF2521  USGS QUAD   -  STEWART (1985)
 DF2521
 DF2521                         *CURRENT SURVEY CONTROL
 DF2521  ___________________________________________________________________
 DF2521* NAD 83(1994)-  33 27 09.85541(N)    083 45 14.64511(W)     ADJUSTED  
 DF2521* NAVD 88     -       227.8    (meters)     747.     (feet)  VERTCON   
 DF2521  ___________________________________________________________________
 DF2521  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 DF2521  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF2521
 DF2521  HORZ ORDER  -  SECOND
 DF2521
 DF2521.The horizontal coordinates were established by classical geodetic methods
 DF2521.and adjusted by the National Geodetic Survey in September 1997..
 DF2521
 DF2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2521
 DF2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2521
 DF2521.The geoid height was determined by GEOID03.
 DF2521
 DF2521;                    North         East     Units Scale Factor Converg.
 DF2521;SPC GA W     -   382,884.940   738,356.827   MT  0.99991813   +0 13 38.8
 DF2521;SPC GA W     - 1,256,181.67  2,422,425.69   sFT  0.99991813   +0 13 38.8
 DF2521;UTM  17      - 3,704,872.399   244,009.456   MT  1.00040800   -1 31 08.4
 DF2521
 DF2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2521!SPC GA W     -   0.99996869  x   0.99991813  =   0.99988683
 DF2521!UTM  17      -   0.99996869  x   1.00040800  =   1.00037668
 DF2521
 DF2521:                Primary Azimuth Mark                     Grid Az
 DF2521:SPC GA W     -  BV 079 212 AZ MK                         194 47 32.4
 DF2521:UTM  17      -  BV 079 212 AZ MK                         196 32 19.6
 DF2521
 DF2521|---------------------------------------------------------------------|
 DF2521| PID    Reference Object                     Distance      Geod. Az  |
 DF2521|                                                           dddmmss.s |
 DF2521| CY7503 BV 079 212 AZ MK                                   1950111.2 |
 DF2521|---------------------------------------------------------------------|
 DF2521
 DF2521                          SUPERSEDED SURVEY CONTROL
 DF2521
 DF2521  NAD 83(1986)-  33 27 09.86161(N)    083 45 14.64436(W) AD(       ) 2
 DF2521  NAD 27      -  33 27 09.43156(N)    083 45 15.00168(W) AD(       ) 2
 DF2521  NGVD 29 (07/19/86)  227.8    (m)          747.     (f) VERT ANG       
 DF2521
 DF2521.Superseded values are not recommended for survey control.
 DF2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2521.See file dsdata.txt to determine how the superseded data were derived.
 DF2521
 DF2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4400904872(NAD 83)
 DF2521_MARKER: DD = SURVEY DISK
 DF2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2521
 DF2521  HISTORY     - Date     Condition        Report By
 DF2521  HISTORY     - 1974     MONUMENTED       GADT
 DF2521
 DF2521                          STATION DESCRIPTION
 DF2521
 DF2521'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2521'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHWEST
 DF2521'OF MANSFIELD, 5-1/2 MILES SOUTHWEST OF NEWBORN, AND 7 MILES WEST
 DF2521'OF FARRAR ON STATE RIGHT OF WAY.
 DF2521'
 DF2521'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 213 AND
 DF2521'11, IN MANSFIELD, GO SOUTH ALONG STATE ROUTE 11 FOR 2.15 MILES
 DF2521'TO MILL POND ROAD (COUNTY ROAD 92153) REVERSE FORKING TO THE
 DF2521'LEFT.  CONTINUE SOUTH ALONG STATE ROUTE 11 FOR 2.8 MILES TO THE
 DF2521'STATION ON THE RIGHT.
 DF2521'
 DF2521'THE STATION IS LOCATED 47 FEET WEST OF THE CENTERLINE OF STATE
 DF2521'ROUTE 11, 3.5 FEET EAST OF A WITNESS POST SET AT A FENCELINE, AND
 DF2521'90 FEET NORTHWEST OF A POWER POLE ON THE EAST SIDE OF THE
 DF2521'HIGHWAY.  THE STATION IS A STANDARD BRASS DISK STAMPED 079-212 SET
 DF2521'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2521'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2521'DISK STAMPED 079-212, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2521'CONCRETE APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE
 DF2521'GROUND.
 DF2521'
 DF2521'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ALONG
 DF2521'STATE ROUTE 11 FOR 0.75 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 DF2521'46 FEET EAST OF THE CENTERLINE OF STATE ROUTE 11, 156 FEET
 DF2521'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 DF2521'HIGHWAY AND A COUNTY ROAD (PAVED TO THE EAST AND DIRT TO THE
 DF2521'WEST), 19 FEET SOUTH OF A POWER POLE, AND 4.4 FEET WEST OF A
 DF2521'WITNESS POST.  IT IS A STANDARD DISK STAMPED 079-212 AZMK,
 DF2521'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2521'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2528 ***********************************************************************
 DF2528  DESIGNATION -  BV 079 213
 DF2528  PID         -  DF2528
 DF2528  STATE/COUNTY-  GA/JASPER
 DF2528  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF2528
 DF2528                         *CURRENT SURVEY CONTROL
 DF2528  ___________________________________________________________________
 DF2528* NAD 83(1994)-  33 22 09.23465(N)    083 45 17.39411(W)     ADJUSTED  
 DF2528* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 DF2528  ___________________________________________________________________
 DF2528  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DF2528  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DF2528
 DF2528  HORZ ORDER  -  SECOND
 DF2528
 DF2528.The horizontal coordinates were established by classical geodetic methods
 DF2528.and adjusted by the National Geodetic Survey in September 1997..
 DF2528
 DF2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2528
 DF2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2528
 DF2528.The geoid height was determined by GEOID03.
 DF2528
 DF2528;                    North         East     Units Scale Factor Converg.
 DF2528;SPC GA W     -   373,623.715   738,322.493   MT  0.99991810   +0 13 35.5
 DF2528;SPC GA W     - 1,225,797.14  2,422,313.05   sFT  0.99991810   +0 13 35.5
 DF2528;UTM  17      - 3,695,611.968   243,693.044   MT  1.00041001   -1 30 57.9
 DF2528
 DF2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2528!SPC GA W     -   0.99997004  x   0.99991810  =   0.99988814
 DF2528!UTM  17      -   0.99997004  x   1.00041001  =   1.00038004
 DF2528
 DF2528|---------------------------------------------------------------------|
 DF2528| PID    Reference Object                     Distance      Geod. Az  |
 DF2528|                                                           dddmmss.s |
 DF2528| DF2529 BV 079 213 GADT 1974 PTA             11.445 METERS 30149     |
 DF2528| CY7504 BV 079 213 AZ MK                                   3521940.2 |
 DF2528|---------------------------------------------------------------------|
 DF2528
 DF2528                          SUPERSEDED SURVEY CONTROL
 DF2528
 DF2528  NAD 83(1986)-  33 22 09.24097(N)    083 45 17.39343(W) AD(       ) 2
 DF2528  NAD 27      -  33 22 08.80366(N)    083 45 17.76028(W) AD(       ) 2
 DF2528  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 DF2528
 DF2528.Superseded values are not recommended for survey control.
 DF2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2528.See file dsdata.txt to determine how the superseded data were derived.
 DF2528
 DF2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4369395612(NAD 83)
 DF2528_MARKER: DD = SURVEY DISK
 DF2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2528+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 DF2528
 DF2528  HISTORY     - Date     Condition        Report By
 DF2528  HISTORY     - 1974     MONUMENTED       GADT
 DF2528  HISTORY     - 20040505 GOOD             METRIC
 DF2528
 DF2528                          STATION DESCRIPTION
 DF2528
 DF2528'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2528'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHWEST OF
 DF2528'MONTICELLO, 9-3/4 MILES WEST-SOUTHWEST OF SHADY DALE, AND 10-3/4
 DF2528'MILES SOUTH-SOUTHWEST OF NEWBORN ON STATE RIGHT OF WAY.
 DF2528'
 DF2528'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 AND
 DF2528'STATE ROUTE 221, LOCATED APPROXIMATELY 8-1/2 MILES NORTHWEST OF
 DF2528'MONTICELLO, GO SOUTH ALONG STATE ROUTE 11 FOR 2.15 MILES TO THE
 DF2528'JUNCTION OF COUNTY ROAD 8 FORKING TO THE LEFT.  CONTINUE SOUTH
 DF2528'ALONG STATE ROUTE 11 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 DF2528'RIGHT.  CONTINUE SOUTH ALONG STATE ROUTE 11 FOR 0.15 MILE TO THE
 DF2528'STATION ON THE LEFT.
 DF2528'
 DF2528'THE STATION IS LOCATED 43 FEET EAST OF THE CENTERLINE OF STATE
 DF2528'ROUTE 11, 16 FEET SOUTHEAST OF A POWER POLE, 23 FEET NORTHWEST OF
 DF2528'A 10 INCH PINE TREE, AND 2.5 FEET WEST OF A WITNESS POST.  IT IS
 DF2528'A STANDARD BRASS DISK STAMPED 079-213, SET IN THE TOP OF A 10
 DF2528'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2528'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2528'079-213, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2528'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 DF2528'
 DF2528'THE AZIMUTH MARK IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 DF2528'STATE ROUTE 11, 42 FEET SOUTHEAST OF A POWER POLE, AND 1.5 FEET
 DF2528'EAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 079-213
 DF2528'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2528'WITH THE SURFACE OF THE GROUND.
 DF2528
 DF2528                          STATION RECOVERY (2004)
 DF2528
 DF2528'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2528'WP AND 10 INCH PINE GONE.  NO SEARCH MADE FOR AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2444 ***********************************************************************
 DF2444  DESIGNATION -  BV 079 214
 DF2444  PID         -  DF2444
 DF2444  STATE/COUNTY-  GA/JASPER
 DF2444  USGS QUAD   -  FARRAR (1981)
 DF2444
 DF2444                         *CURRENT SURVEY CONTROL
 DF2444  ___________________________________________________________________
 DF2444* NAD 83(1994)-  33 28 03.30596(N)    083 38 15.53018(W)     ADJUSTED  
 DF2444* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 DF2444  ___________________________________________________________________
 DF2444  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DF2444  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DF2444
 DF2444  HORZ ORDER  -  SECOND
 DF2444
 DF2444.The horizontal coordinates were established by classical geodetic methods
 DF2444.and adjusted by the National Geodetic Survey in September 1997..
 DF2444
 DF2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2444
 DF2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2444
 DF2444.The geoid height was determined by GEOID03.
 DF2444
 DF2444;                    North         East     Units Scale Factor Converg.
 DF2444;SPC GA W     -   384,580.592   749,171.500   MT  0.99992980   +0 17 30.3
 DF2444;SPC GA W     - 1,261,744.83  2,457,906.83   sFT  0.99992980   +0 17 30.3
 DF2444;UTM  17      - 3,706,238.228   254,875.684   MT  1.00034085   -1 27 19.1
 DF2444
 DF2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2444!SPC GA W     -   0.99997084  x   0.99992980  =   0.99990064
 DF2444!UTM  17      -   0.99997084  x   1.00034085  =   1.00031168
 DF2444
 DF2444|---------------------------------------------------------------------|
 DF2444| PID    Reference Object                     Distance      Geod. Az  |
 DF2444|                                                           dddmmss.s |
 DF2444| DF2443 BV 079 214 GADT 1974 PTA             19.175 METERS 23655     |
 DF2444| CY7505 BV 079 214 AZ MK                                   2871739.2 |
 DF2444|---------------------------------------------------------------------|
 DF2444
 DF2444                          SUPERSEDED SURVEY CONTROL
 DF2444
 DF2444  NAD 83(1986)-  33 28 03.31211(N)    083 38 15.52951(W) AD(       ) 2
 DF2444  NAD 27      -  33 28 02.87254(N)    083 38 15.89719(W) AD(       ) 2
 DF2444  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 DF2444
 DF2444.Superseded values are not recommended for survey control.
 DF2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2444.See file dsdata.txt to determine how the superseded data were derived.
 DF2444
 DF2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5487606238(NAD 83)
 DF2444_MARKER: DD = SURVEY DISK
 DF2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2444
 DF2444  HISTORY     - Date     Condition        Report By
 DF2444  HISTORY     - 1974     MONUMENTED       GADT
 DF2444
 DF2444                          STATION DESCRIPTION
 DF2444
 DF2444'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2444'THE STATION IS LOCATED IN FARRAR APPROXIMATELY 4-3/4 MILES
 DF2444'NORTH-NORTHWEST OF SHADY DALE, ON STATE RIGHT OF WAY.
 DF2444'
 DF2444'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 142 AND
 DF2444'229, LOCATED ABOUT 3/4 MILE NORTHWEST OF FARRAR, GO
 DF2444'SOUTHEASTERLY ALONG STATE ROUTE 142 FOR 0.35 MILE TO THE
 DF2444'STATION ON THE LEFT.
 DF2444'
 DF2444'THE STATION IS LOCATED 46 FEET EAST-NORTHEAST OF THE
 DF2444'CENTERLINE OF STATE ROUTE 142, 176 FEET SOUTH-SOUTHEAST OF A
 DF2444'POWER POLE, 130 FEET NORTH-NORTHWEST OF ANOTHER POWER POLE, AND
 DF2444'5 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE STATION IS A
 DF2444'STANDARD BRASS DISK STAMPED 079-214, SET IN THE TOP OF A 10
 DF2444'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2444'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2444'079-214, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2444'0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2444'
 DF2444'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTES 142
 DF2444'AND 229, GO SOUTHWESTERLY ALONG STATE ROUTE 229 FOR 0.35 MILE
 DF2444'TO THE MARK ON THE LEFT.  IT IS LOCATED 38 FEET EAST-SOUTHEAST
 DF2444'OF THE CENTERLINE OF STATE ROUTE 229, 77 FEET SOUTHEAST OF A
 DF2444'POWER POLE ON THE WEST-NORTHWEST SIDE OF THE HIGHWAY, 79 FEET
 DF2444'EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND
 DF2444'4 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF2444'DISK STAMPED 079-214 AZMK, SET IN THE TOP OF A 10 INCH
 DF2444'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2444'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2520 ***********************************************************************
 DF2520  DESIGNATION -  BV 079 215
 DF2520  PID         -  DF2520
 DF2520  STATE/COUNTY-  GA/JASPER
 DF2520  USGS QUAD   -  STEWART (1985)
 DF2520
 DF2520                         *CURRENT SURVEY CONTROL
 DF2520  ___________________________________________________________________
 DF2520* NAD 83(1994)-  33 26 28.69739(N)    083 45 20.58718(W)     ADJUSTED  
 DF2520* NAVD 88     -       229.4    (meters)     753.     (feet)  VERTCON   
 DF2520  ___________________________________________________________________
 DF2520  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 DF2520  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DF2520
 DF2520  HORZ ORDER  -  SECOND
 DF2520
 DF2520.The horizontal coordinates were established by classical geodetic methods
 DF2520.and adjusted by the National Geodetic Survey in September 1997..
 DF2520
 DF2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2520
 DF2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2520
 DF2520.The geoid height was determined by GEOID03.
 DF2520
 DF2520;                    North         East     Units Scale Factor Converg.
 DF2520;SPC GA W     -   381,616.408   738,208.394   MT  0.99991799   +0 13 35.3
 DF2520;SPC GA W     - 1,252,019.83  2,421,938.71   sFT  0.99991799   +0 13 35.3
 DF2520;UTM  17      - 3,703,608.359   243,822.346   MT  1.00040918   -1 31 10.0
 DF2520
 DF2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2520!SPC GA W     -   0.99996844  x   0.99991799  =   0.99988643
 DF2520!UTM  17      -   0.99996844  x   1.00040918  =   1.00037761
 DF2520
 DF2520:                Primary Azimuth Mark                     Grid Az
 DF2520:SPC GA W     -  BV 079 215 AZ MK                         256 04 24.5
 DF2520:UTM  17      -  BV 079 215 AZ MK                         257 49 09.8
 DF2520
 DF2520|---------------------------------------------------------------------|
 DF2520| PID    Reference Object                     Distance      Geod. Az  |
 DF2520|                                                           dddmmss.s |
 DF2520| CY7506 BV 079 215 AZ MK                                   2561759.8 |
 DF2520|---------------------------------------------------------------------|
 DF2520
 DF2520                          SUPERSEDED SURVEY CONTROL
 DF2520
 DF2520  NAD 83(1986)-  33 26 28.70361(N)    083 45 20.58643(W) AD(       ) 2
 DF2520  NAD 27      -  33 26 28.27272(N)    083 45 20.94517(W) AD(       ) 2
 DF2520  NGVD 29 (07/19/86)  229.4    (m)          753.     (f) VERT ANG       
 DF2520
 DF2520.Superseded values are not recommended for survey control.
 DF2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2520.See file dsdata.txt to determine how the superseded data were derived.
 DF2520
 DF2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4382203608(NAD 83)
 DF2520_MARKER: DD = SURVEY DISK
 DF2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2520
 DF2520  HISTORY     - Date     Condition        Report By
 DF2520  HISTORY     - 1974     MONUMENTED       GADT
 DF2520
 DF2520                          STATION DESCRIPTION
 DF2520
 DF2520'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2520'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTH OF
 DF2520'MANSFIELD, 6-1/4 MILES SOUTH-SOUTHWEST OF NEW BORN, AND 7 MILES
 DF2520'WEST-SOUTHWEST OF FARRAR ON COUNTY RIGHT OF WAY.
 DF2520'
 DF2520'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 213 AND
 DF2520'STATE ROUTE 11 IN MANSFIELD, GO SOUTH ALONG STATE ROUTE 11 FOR
 DF2520'2.15 MILES TO THE JUNCTION OF MILL POND ROAD (COUNTY ROAD
 DF2520'92153) REVERSE FORKING TO THE LEFT.  CONTINUE SOUTH ALONG STATE
 DF2520'ROUTE 11 FOR 3.5 MILES TO THE JUNCTION OF COUNTY ROAD 1
 DF2520'CROSSING.  TURN LEFT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 1
 DF2520'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DF2520'
 DF2520'THE STATION IS A STANDARD BRASS DISK STAMPED 079-215, SET IN
 DF2520'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2520'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2520'DISK STAMPED 079-215, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2520'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 DF2520'GROUND.  IT IS LOCATED 27 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2520'THE ROAD, 176 FEET SOUTH OF A 4 INCH CEDAR TREE ON THE NORTH
 DF2520'SIDE OF THE ROAD AT A FENCELINE, AND 4.5 FEET NORTHEAST OF A
 DF2520'WITNESS POST.
 DF2520'
 DF2520'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 1
 DF2520'AND STATE ROUTE 11, GO SOUTH ALONG STATE ROUTE 11 FOR 0.1 MILE
 DF2520'TO THE MARK ON THE RIGHT.  IT IS LOCATED 46.5 FEET WEST OF THE
 DF2520'CENTERLINE OF THE HIGHWAY, 129.5 FEET SOUTH-SOUTHWEST OF A
 DF2520'POWER POLE, 2.3 FEET EAST OF A WITNESS POST SET AT A FENCELINE
 DF2520'RUNNING PARALLEL WITH THE HIGHWAY, AND 8 FEET NORTHEAST OF THE
 DF2520'JUNCTION OF THE FENCE WITH A FENCELINE RUNNING WEST.  IT IS A
 DF2520'STANDARD DISK STAMPED 079-215 AZMK, SET IN THE TOP OF A 10
 DF2520'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2520'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2517 ***********************************************************************
 DF2517  DESIGNATION -  BV 079 216
 DF2517  PID         -  DF2517
 DF2517  STATE/COUNTY-  GA/JASPER
 DF2517  USGS QUAD   -  STEWART (1985)
 DF2517
 DF2517                         *CURRENT SURVEY CONTROL
 DF2517  ___________________________________________________________________
 DF2517* NAD 83(1994)-  33 25 59.93965(N)    083 47 58.69127(W)     ADJUSTED  
 DF2517* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 DF2517  ___________________________________________________________________
 DF2517  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DF2517  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DF2517
 DF2517  HORZ ORDER  -  SECOND
 DF2517
 DF2517.The horizontal coordinates were established by classical geodetic methods
 DF2517.and adjusted by the National Geodetic Survey in September 1997..
 DF2517
 DF2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2517
 DF2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2517
 DF2517.The geoid height was determined by GEOID03.
 DF2517
 DF2517;                    North         East     Units Scale Factor Converg.
 DF2517;SPC GA W     -   380,715.216   734,128.186   MT  0.99991436   +0 12 08.0
 DF2517;SPC GA W     - 1,249,063.17  2,408,552.22   sFT  0.99991436   +0 12 08.0
 DF2517;UTM  17      - 3,702,831.494   239,714.500   MT  1.00043534   -1 32 36.1
 DF2517
 DF2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2517!SPC GA W     -   0.99997102  x   0.99991436  =   0.99988539
 DF2517!UTM  17      -   0.99997102  x   1.00043534  =   1.00040635
 DF2517
 DF2517:                Primary Azimuth Mark                     Grid Az
 DF2517:SPC GA W     -  BV 079 216 AZ MK                         054 10 49.2
 DF2517:UTM  17      -  BV 079 216 AZ MK                         055 55 33.3
 DF2517
 DF2517|---------------------------------------------------------------------|
 DF2517| PID    Reference Object                     Distance      Geod. Az  |
 DF2517|                                                           dddmmss.s |
 DF2517| CY7507 BV 079 216 AZ MK                                   0542257.2 |
 DF2517| DF2516 BV 079 216 GADT 1974 PTA             18.917 METERS 11132     |
 DF2517|---------------------------------------------------------------------|
 DF2517
 DF2517                          SUPERSEDED SURVEY CONTROL
 DF2517
 DF2517  NAD 83(1986)-  33 25 59.94591(N)    083 47 58.69054(W) AD(       ) 2
 DF2517  NAD 27      -  33 25 59.51829(N)    083 47 59.04522(W) AD(       ) 2
 DF2517  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 DF2517
 DF2517.Superseded values are not recommended for survey control.
 DF2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2517.See file dsdata.txt to determine how the superseded data were derived.
 DF2517
 DF2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3971402831(NAD 83)
 DF2517_MARKER: DD = SURVEY DISK
 DF2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2517
 DF2517  HISTORY     - Date     Condition        Report By
 DF2517  HISTORY     - 1974     MONUMENTED       GADT
 DF2517
 DF2517                          STATION DESCRIPTION
 DF2517
 DF2517'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2517'THE STATION IS LOCATED APPROXIMATELY 7 MILES SOUTHWEST OF
 DF2517'MANSFIELD, 8-1/2 MILES SOUTHWEST OF NEW BORN, AND 9-3/4 MILES
 DF2517'WEST-SOUTHWEST OF FARRAR ON THE PROPERTY OF J.M. HARRIS AND
 DF2517'L.M. MORRISON.
 DF2517'
 DF2517'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 221 AND
 DF2517'STATE ROUTE 212, LOCATED APPROXIMATELY 9-1/4 MILES NORTHWEST
 DF2517'OF MONTICELLO, GO NORTHEASTERLY ALONG STATE ROUTE 221 FOR 3.65
 DF2517'MILES TO THE JUNCTION OF COUNTY ROAD 206 TO THE LEFT.  TURN
 DF2517'LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 206 FOR 1.7 MILES
 DF2517'TO ROCKY CREEK.  CONTINUE NORTHWESTERLY ALONG COUNTY ROAD 206
 DF2517'FOR 0.75 MILE TO THE JUNCTION OF COUNTY LINE ROAD (COUNTY ROAD
 DF2517'202) CROSSING.  TURN LEFT, GOING SOUTHWESTERLY ALONG COUNTY
 DF2517'LINE ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DF2517'
 DF2517'THE STATION IS LOCATED IN A FIELD 29 FEET SOUTHEAST OF THE
 DF2517'CENTERLINE OF COUNTY LINE ROAD, 112 FEET WEST OF A POWER POLE,
 DF2517'100 FEET EAST OF THE CENTERLINE OF A PAVED DRIVEWAY TO THE
 DF2517'HARRIS RESIDENCE, AND 4 FEET SOUTHEAST OF A WITNESS POST SET
 DF2517'IN A FENCELINE.  THE STATION IS A STANDARD BRASS DISK STAMPED
 DF2517'079-216, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2517'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2517'IS A STANDARD DISK STAMPED 079-216, SET IN AN IRREGULAR MASS
 DF2517'OF CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE
 DF2517'GROUND.
 DF2517'
 DF2517'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY LINE
 DF2517'ROAD AND COUNTY ROAD 206, GO NORTHEASTERLY ALONG COUNTY LINE
 DF2517'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 21
 DF2517'FEET NORTHWEST OF THE CENTERLINE OF COUNTY LINE ROAD, 46 FEET
 DF2517'NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 DF2517'SOUTHEAST SIDE OF THE ROAD, 57 FEET NORTHWEST OF AN EIGHT INCH
 DF2517'PINE TREE ON THE SOUTHEAST SIDE OF THE ROAD, AND 2.6 FEET
 DF2517'SOUTHEAST OF A WITNESS POST SET IN A FENCELINE.  IT IS A
 DF2517'STANDARD DISK STAMPED 079-216 AZMK, SET IN THE TOP OF A 10
 DF2517'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2517'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1663 ***********************************************************************
 BS1663  DESIGNATION -  BV 080 200
 BS1663  PID         -  BS1663
 BS1663  STATE/COUNTY-  GA/JEFF DAVIS
 BS1663  USGS QUAD   -  HAZLEHURST NORTH (1988)
 BS1663
 BS1663                         *CURRENT SURVEY CONTROL
 BS1663  ___________________________________________________________________
 BS1663* NAD 83(1994)-  31 54 50.82027(N)    082 32 40.08864(W)     ADJUSTED  
 BS1663* NAVD 88     -        46.4    (meters)     152.     (feet)  VERTCON   
 BS1663  ___________________________________________________________________
 BS1663  X           -     703,166.162 (meters)                     COMP
 BS1663  Y           -  -5,373,300.265 (meters)                     COMP
 BS1663  Z           -   3,352,361.097 (meters)                     COMP
 BS1663  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BS1663  ELLIP HEIGHT-          18.20  (meters)          (09/03/97) GPS OBS
 BS1663  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BS1663
 BS1663  HORZ ORDER  -  FIRST
 BS1663  ELLP ORDER  -  FOURTH    CLASS II
 BS1663
 BS1663.The horizontal coordinates were established by GPS observations
 BS1663.and adjusted by the National Geodetic Survey in September 1997..
 BS1663
 BS1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1663
 BS1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1663
 BS1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1663
 BS1663.The ellipsoidal height was determined by GPS observations
 BS1663.and is referenced to NAD 83.
 BS1663
 BS1663.The geoid height was determined by GEOID03.
 BS1663
 BS1663;                    North         East     Units Scale Factor Converg.
 BS1663;SPC GA E     -   212,256.833   164,270.486   MT  0.99991574   -0 11 59.0
 BS1663;SPC GA E     -   696,379.29    538,944.09   sFT  0.99991574   -0 11 59.0
 BS1663;UTM  17      - 3,531,956.863   353,972.963   MT  0.99986299   -0 48 59.8
 BS1663
 BS1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1663!SPC GA E     -   0.99999714  x   0.99991574  =   0.99991288
 BS1663!UTM  17      -   0.99999714  x   0.99986299  =   0.99986013
 BS1663
 BS1663                          SUPERSEDED SURVEY CONTROL
 BS1663
 BS1663  NAD 83(1986)-  31 54 50.82695(N)    082 32 40.08926(W) AD(       ) 1
 BS1663  NGVD 29 (12/08/88)   46.6    (m)          153.     (f) GPS OBS        
 BS1663
 BS1663.Superseded values are not recommended for survey control.
 BS1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1663.See file dsdata.txt to determine how the superseded data were derived.
 BS1663
 BS1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR5397331957(NAD 83)
 BS1663_MARKER: DD = SURVEY DISK
 BS1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1663+STABILITY: SURFACE MOTION
 BS1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1663+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1986
 BS1663
 BS1663  HISTORY     - Date     Condition        Report By
 BS1663  HISTORY     - 1985     MONUMENTED       GADT
 BS1663  HISTORY     - 19861215 GOOD
 BS1663
 BS1663                          STATION DESCRIPTION
 BS1663
 BS1663'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1663'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI)
 BS1663'SOUTH OF THE ALTAMAHA RIVER BRIDGE AND
 BS1663'6.8 KM (4.2 MI) NORTHEAST OF HAZLEHURST.
 BS1663'OWNERSHIP--MRS. MYRTICE SHUMANS, RT 4, HAZLEHURST, GA. 31539
 BS1663'
 BS1663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 121 AND
 BS1663'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 1.3 KM (0.8 MI)
 BS1663'TO A LARGE WHITE HOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 1.4 KM
 BS1663'(0.9 MI) TO A Y JUNCTION WITH COUNTY PAVED ROAD 237 ON THE LEFT.
 BS1663'CONTINUE AHEAD FOR 2.2 KM (1.4 MI) TO A RAILWAY CROSSING.  CONTINUE
 BS1663'AHEAD FOR 2.2 KM (1.4 MI) TO THE S AND S GROCERY STORE WITH GAS
 BS1663'PUMPS AND THE STATION ON THE RIGHT IN FRONT OF A BRICK HOUSE TO THE
 BS1663'NORTH.  THERE APPEARS TO BE A JUNK YARK TO THE REAR OF BOTH
 BS1663'BUILDINGS.
 BS1663'
 BS1663'THE STATION IS A STANDARD GADT DISK
 BS1663'STAMPED---080-200 1985---,
 BS1663'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1663'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1663'18.83 METERS (61.8 FT) NORTHEAST FROM A LIGHT POLE WITH A SIGN FOR
 BS1663'THE STORE,
 BS1663'19.19 METERS (62.9 FT) NORTH FROM THE NORTH CENTER EDGE OF THE GAS
 BS1663'PUMPS,
 BS1663'18.62 METERS (61.1 FT) WEST-NORTHWEST FROM THE NORTHWEST PORTICO OF
 BS1663'THE CARPORT FOR THE HOUSE,
 BS1663'14.32 METERS (47.0 FT) SOUTHEAST FROM THE CENTER OF THE HIGHWAY AND
 BS1663'3.05 METERS (10.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BS1663'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1663'STAMPED---080-200 1985---,
 BS1663'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1663'
 BS1663'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1663'STAMPED---080-200 1985 AZ MK---,
 BS1663'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1663'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1663'22.9 METERS (75.0 FT) NORTH-NORTHEAST FROM THE NORTH END OF A PIPE
 BS1663'CULVERT UNDER A DRIVEWAY,
 BS1663'14.5 METERS (47.7 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 BS1663'10.7 METERS (35.1 FT) EAST-NORTHEAST FROM THE CENTER OF A WELL TANK,
 BS1663'1.9 METERS (6.3 FT) NORTHWEST FROM A POWER POLE AND
 BS1663'1.7 METERS (5.6 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BS1663'TO REACH THE AZIMUTH FROM THE STATION,
 BS1663'GO NORTH FOR 0.5 KM (0.35 MI) ON U.S. HIGHWAY 221 TO THE STATION ON
 BS1663'THE LEFT AT A POWER POLE NORTHEAST OF A BRICK HOUSE WITH CARPORT.
 BS1663'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1663'STAMPED---080-200 1985 AZ MK---,
 BS1663'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1663'
 BS1663'DESCRIBED BY B. PUTZIGER.
 BS1663
 BS1663                          STATION RECOVERY (1986)
 BS1663
 BS1663'RECOVERED 1986
 BS1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1724 ***********************************************************************
 BS1724  DESIGNATION -  BV 080 200 AZ MK
 BS1724  PID         -  BS1724
 BS1724  STATE/COUNTY-  GA/JEFF DAVIS
 BS1724  USGS QUAD   -  HAZLEHURST NORTH (1988)
 BS1724
 BS1724                         *CURRENT SURVEY CONTROL
 BS1724  ___________________________________________________________________
 BS1724* NAD 83(1994)-  31 55 05.49797(N)    082 32 29.81375(W)     ADJUSTED  
 BS1724* NAVD 88     -        39.9    (meters)     131.     (feet)  VERTCON   
 BS1724  ___________________________________________________________________
 BS1724  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BS1724  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BS1724
 BS1724  HORZ ORDER  -  SECOND
 BS1724
 BS1724.The horizontal coordinates were established by classical geodetic methods
 BS1724.and adjusted by the National Geodetic Survey in September 1997..
 BS1724.No horizontal observational check was made to the station.
 BS1724
 BS1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1724
 BS1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1724
 BS1724.The geoid height was determined by GEOID03.
 BS1724
 BS1724;                    North         East     Units Scale Factor Converg.
 BS1724;SPC GA E     -   212,707.950   164,541.973   MT  0.99991550   -0 11 53.7
 BS1724;SPC GA E     -   697,859.33    539,834.79   sFT  0.99991550   -0 11 53.7
 BS1724;UTM  17      - 3,532,405.007   354,249.277   MT  0.99986199   -0 48 54.7
 BS1724
 BS1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1724!SPC GA E     -   0.99999816  x   0.99991550  =   0.99991366
 BS1724!UTM  17      -   0.99999816  x   0.99986199  =   0.99986015
 BS1724
 BS1724                          SUPERSEDED SURVEY CONTROL
 BS1724
 BS1724  NAD 83(1986)-  31 55 05.50448(N)    082 32 29.81401(W) AD(       ) 2
 BS1724  NGVD 29 (06/19/89)   40.2    (m)          132.     (f) VERT ANG       
 BS1724
 BS1724.Superseded values are not recommended for survey control.
 BS1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1724.See file dsdata.txt to determine how the superseded data were derived.
 BS1724
 BS1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR5424932405(NAD 83)
 BS1724_MARKER: DD = SURVEY DISK
 BS1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1724+STABILITY: SURFACE MOTION
 BS1724
 BS1724  HISTORY     - Date     Condition        Report By
 BS1724  HISTORY     - 1985     MONUMENTED       GADT
 BS1724
 BS1724                          STATION DESCRIPTION
 BS1724
 BS1724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1724'THE STATION IS LOCATED ABOUT 5.4 KM (3.3 MI)
 BS1724'SOUTH OF THE ALTAMAHA RIVER BRIDGE AND
 BS1724'7.3 METERS (4.5 FT) NORTHEAST OF HAZLEHURST.
 BS1724'OWNERSHIP--STATE RIGHT OF WAY.
 BS1724'
 BS1724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 221, AND
 BS1724'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 4.9 KM (3.1 MI)
 BS1724'TO A RAILWAY CROSSING.  CONTINUE AHEAD FOR 2.2 KM (1.4 MI) TO THE
 BS1724'S AND S GROCERY STORE WITH GAS PUMPS ON THE RIGHT.  CONTINUE AHEAD
 BS1724'0.5 KM (0.35 MI) TO THE STATION ON THE LEFT AT A POWER POLE
 BS1724'NORTHEAST OF A BRICK HOUSE WITH CARPORT.
 BS1724'
 BS1724'THE STATION IS A STANDARD GADT DISK
 BS1724'STAMPED---080-200 1985 AZ MK---,
 BS1724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1724'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1724'22.9 METERS (75.0 FT) NORTH-NORTHEAST FROM A PIPE CULVERT UNDER A
 BS1724'DRIVEWAY,
 BS1724'14.5 METERS (47.7 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 BS1724'10.7 METERS (35.1 FT) EAST-NORTHEAST FROM THE CENTER OF A WELL TANK,
 BS1724'1.9 METERS (6.3 FT) NORTHWEST FROM A POWER POLE AND
 BS1724'1.7 METERS (5.6 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BS1724'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1724'STAMPED---080-200 1985 AZ MK---,
 BS1724'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1724'
 BS1724'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BS1724'
 BS1724'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1664 ***********************************************************************
 BS1664  DESIGNATION -  BV 080 201
 BS1664  PID         -  BS1664
 BS1664  STATE/COUNTY-  GA/JEFF DAVIS
 BS1664  USGS QUAD   -  HAZLEHURST NORTH (1988)
 BS1664
 BS1664                         *CURRENT SURVEY CONTROL
 BS1664  ___________________________________________________________________
 BS1664* NAD 83(1994)-  31 57 12.43870(N)    082 30 45.53338(W)     ADJUSTED  
 BS1664* NAVD 88     -        28.3    (meters)      93.     (feet)  VERTCON   
 BS1664  ___________________________________________________________________
 BS1664  X           -     705,847.612 (meters)                     COMP
 BS1664  Y           -  -5,370,606.033 (meters)                     COMP
 BS1664  Z           -   3,356,053.411 (meters)                     COMP
 BS1664  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BS1664  ELLIP HEIGHT-           0.04  (meters)          (09/03/97) GPS OBS
 BS1664  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BS1664
 BS1664  HORZ ORDER  -  FIRST
 BS1664  ELLP ORDER  -  FOURTH    CLASS II
 BS1664
 BS1664.The horizontal coordinates were established by GPS observations
 BS1664.and adjusted by the National Geodetic Survey in September 1997..
 BS1664
 BS1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1664
 BS1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1664
 BS1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1664
 BS1664.The ellipsoidal height was determined by GPS observations
 BS1664.and is referenced to NAD 83.
 BS1664
 BS1664.The geoid height was determined by GEOID03.
 BS1664
 BS1664;                    North         East     Units Scale Factor Converg.
 BS1664;SPC GA E     -   216,608.454   167,293.800   MT  0.99991319   -0 10 59.2
 BS1664;SPC GA E     -   710,656.24    548,863.08   sFT  0.99991319   -0 10 59.2
 BS1664;UTM  17      - 3,536,275.417   357,042.805   MT  0.99985204   -0 48 02.4
 BS1664
 BS1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1664!SPC GA E     -   0.99999999  x   0.99991319  =   0.99991318
 BS1664!UTM  17      -   0.99999999  x   0.99985204  =   0.99985203
 BS1664
 BS1664                          SUPERSEDED SURVEY CONTROL
 BS1664
 BS1664  NAD 83(1986)-  31 57 12.44526(N)    082 30 45.53366(W) AD(       ) 1
 BS1664  NGVD 29 (12/08/88)   28.5    (m)           94.     (f) GPS OBS        
 BS1664
 BS1664.Superseded values are not recommended for survey control.
 BS1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1664.See file dsdata.txt to determine how the superseded data were derived.
 BS1664
 BS1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR5704336275(NAD 83)
 BS1664_MARKER: DD = SURVEY DISK
 BS1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1664+STABILITY: SURFACE MOTION
 BS1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1664+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 BS1664
 BS1664  HISTORY     - Date     Condition        Report By
 BS1664  HISTORY     - 1985     MONUMENTED       GADT
 BS1664  HISTORY     - 19870112 GOOD
 BS1664
 BS1664                          STATION DESCRIPTION
 BS1664
 BS1664'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1664'THE STATION IS LOCATED IN A SMALL PARK IN THE BULLARD CREEK
 BS1664'WILDLIFE MANAGEMENT AREA, ABOUT 0.4 KM (0.25 MI) EAST OF THE U.S.
 BS1664'HIGHWAY 221 BRIDGE OVER THE ALTAMAHA RIVER.
 BS1664'OWNERSHIP--FEDERAL GOVERNMENT, MANAGED BY THE COUNTY.
 BS1664'
 BS1664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 221 AND
 BS1664'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 5.2 KM (3.2 MI)
 BS1664'TO A RAILWAY CROSSING.  CONTINUE AHEAD FOR 3.7 KM (2.3 MI) TO THE
 BS1664'CROSSING OF COUNTY SAND ROAD 230.  CONTINUE AHEAD FOR 3.1 KM
 BS1664'(1.9 MI) TO A Y JUNCTION AT COUNTY SAND ROAD 231 ON THE RIGHT.  BEAR
 BS1664'RIGHT THEN LEFT FOR 0.8 KM (0.5 MI) TO A BOAT RAMP ON THE LEFT.
 BS1664'CONTINUE AHEAD NOW SOUTHEAST FOR 140 METERS TO THE STATION ON THE
 BS1664'LEFT AT THE TOP OF THE RIVER BANK.
 BS1664'
 BS1664'THE STATION IS A STANDARD GADT DISK
 BS1664'STAMPED---080-201 1985---,
 BS1664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1664'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1664'17.62 METERS (57.8 FT) NORTH FROM A 0.4 METER OAK TREE,
 BS1664'6.9 METERS (22.6 FT) NORTHEAST FROM THE VAGUE CENTER OF THE SAND
 BS1664'ROAD,
 BS1664'0.89 METERS (2.9 FT) SOUTHWEST FROM A METAL WITNESS POST,
 BS1664'0.79 METERS (2.6 FT) NORTHWEST FROM A FOUR BY FOUR HIGHWAY POST AND
 BS1664'0.77 METERS (2.5 FT) SOUTHEAST FROM A FOUR BY FOUR HIGHWAY POST
 BS1664'BOTH INSTALLED FOR PROTECTION OF THE MARK.
 BS1664'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1664'STAMPED---080-201 1985---,
 BS1664'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1664'
 BS1664'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1664'STAMPED---080-201 1985 AZ MK---,
 BS1664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1664'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BS1664'15.60 METERS (51.2 FT) NORTHWEST FROM A SQUARE POST WITH DOC SIGN,
 BS1664'10.09 METERS (33.1 FT) WEST-NORTHWEST FROM A 10 CM POST HOLDING UP
 BS1664'A PORCH ON A RED HOUSE,
 BS1664'6.13 METERS (20.1 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BS1664'A OUTDOOR FIREPLACE,
 BS1664'5.70 METERS (18.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 BS1664'TOP STEPS TO STEPS TO A BOAT DOCK AND
 BS1664'3.05 METERS (10.0 FT) NORTH FROM A METAL WITNESS POST.
 BS1664'TO REACH THE AZIMUTH FROM THE STATION,
 BS1664'GO WEST FOR 0.9 KM (0.55 MI) ON THE SAND ROAD TO U.S. HIGHWAY 221.
 BS1664'TURN RIGHT AND GO ACROSS THE BRIDGE FOR 1.4 KM (0.88 MI) TO A VERY
 BS1664'SHARP BACK Y ROAD RIGHT.  TURN GOING BACK TOWARD THE RIVER FOR
 BS1664'0.16 KM (0.1 MI) TO A SUMMER HOUSING AREA ON THE LEFT.  TURN LEFT
 BS1664'FOR 0.24 KM (0.15 MI) TO A WHITE HOUSE ON THE RIGHT WEST OF A RED
 BS1664'HOUSE ON STILTS AND THE STATION IN THE REAR.  PERMISSI0N BY MRS.
 BS1664'ESTELLE BAILEY HARRIS, BOX 126, LUMBER CITY, GA 31549 WHO HAS
 BS1664'PLACED A LOOSE METAL COVER OVER THE MARK.
 BS1664'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1664'STAMPED---080-201 1985 AZ MK---,
 BS1664'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1664'
 BS1664'DESCRIBED BY B. PUTZIGER.
 BS1664
 BS1664                          STATION RECOVERY (1987)
 BS1664
 BS1664'RECOVERED 1987
 BS1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1725 ***********************************************************************
 BS1725  DESIGNATION -  BV 080 201 AZ MK
 BS1725  PID         -  BS1725
 BS1725  STATE/COUNTY-  GA/MONTGOMERY
 BS1725  USGS QUAD   -  HAZLEHURST NORTH (1988)
 BS1725
 BS1725                         *CURRENT SURVEY CONTROL
 BS1725  ___________________________________________________________________
 BS1725* NAD 83(1994)-  31 57 27.79342(N)    082 30 53.05164(W)     ADJUSTED  
 BS1725* NAVD 88     -        29.     (meters)      95.     (feet)  VERTCON   
 BS1725  ___________________________________________________________________
 BS1725  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 BS1725  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BS1725
 BS1725  HORZ ORDER  -  SECOND
 BS1725
 BS1725.The horizontal coordinates were established by classical geodetic methods
 BS1725.and adjusted by the National Geodetic Survey in September 1997..
 BS1725.No horizontal observational check was made to the station.
 BS1725
 BS1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1725
 BS1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1725
 BS1725.The geoid height was determined by GEOID03.
 BS1725
 BS1725;                    North         East     Units Scale Factor Converg.
 BS1725;SPC GA E     -   217,081.994   167,097.899   MT  0.99991335   -0 11 03.2
 BS1725;SPC GA E     -   712,209.84    548,220.36   sFT  0.99991335   -0 11 03.2
 BS1725;UTM  17      - 3,536,751.012   356,852.031   MT  0.99985271   -0 48 06.8
 BS1725
 BS1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1725!SPC GA E     -   0.99999996  x   0.99991335  =   0.99991331
 BS1725!UTM  17      -   0.99999996  x   0.99985271  =   0.99985267
 BS1725
 BS1725                          SUPERSEDED SURVEY CONTROL
 BS1725
 BS1725  NAD 83(1986)-  31 57 27.80012(N)    082 30 53.05157(W) AD(       ) 2
 BS1725  NGVD 29 (06/19/89)   29.     (m)           95.     (f) VERT ANG       
 BS1725
 BS1725.Superseded values are not recommended for survey control.
 BS1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1725.See file dsdata.txt to determine how the superseded data were derived.
 BS1725
 BS1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR5685236751(NAD 83)
 BS1725_MARKER: DD = SURVEY DISK
 BS1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1725+STABILITY: SURFACE MOTION
 BS1725
 BS1725  HISTORY     - Date     Condition        Report By
 BS1725  HISTORY     - 1985     MONUMENTED       GADT
 BS1725
 BS1725                          STATION DESCRIPTION
 BS1725
 BS1725'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1725'THE STATION IS LOCATED ON THE NORTH SIDE OF THE ALTAMAHA RIVER IN A
 BS1725'SUMMER CAMP LIKE HOUSING AREA OF TRAILERS AND CABINS ABOUT 250
 BS1725'METERS EAST OF THE U.S. HIGHWAY 221 BRIDGE OVER THE ALTAMAHA RIVER.
 BS1725'OWNERSHIP--MRS. ESTELLE BAILEY HARRIS, BOX 126, LUMBER CITY, GA.
 BS1725'31549.
 BS1725'
 BS1725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 121 AND
 BS1725'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 12.9 KM (7.9 MI)
 BS1725'TO A SHARP BACK Y ROAD TO THE RIGHT LEADING BACK TO THE RIVER.  TURN
 BS1725'RIGHT AND DOWN HILL FOR 0.15 KM (0.1 MI) TO A HOUSING CAMP LIKE AREA
 BS1725'ON THE LEFT.  TURN LEFT FOR 0.23 KM (0.15 MI) TO A WHITE HOUSE ON
 BS1725'THE RIGHT, WEST OF A RED HOUSE ON STILTS AND THE STATION IN THE REAR
 BS1725'AT THE TOP OF THE RIVER BANK.
 BS1725'
 BS1725'THE STATION IS A STANDARD GADT DISK
 BS1725'STAMPED---080-201 1985 AZ MK---,
 BS1725'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1725'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 BS1725'15.60 METERS (51.2 FT) NORTHWEST FROM A SQUARE POST WITH THE DOC
 BS1725'SIGN ON IT,
 BS1725'10.09 METERS (33.1 FT) WEST-SOUTHWEST FROM A 10 CM POLE HOLDING THE
 BS1725'PORCH UP ON THE RED HOUSE,
 BS1725'6.13 METERS (20.1 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 BS1725'AN OUTDOOR FIREPLACE,
 BS1725'5.70 METERS (18.7 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 BS1725'TOP STEP OF STEPS DOWN TO THE RIVER AND A DOCK AND
 BS1725'3.05 METERS (10.0 FT) NORTH FROM A METAL WITNESS POST.  MRS. HARRIS
 BS1725'HAS PLACED A LOOSE METAL COVER OVER THE STATION.
 BS1725'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1725'STAMPED---080-201 1985 AZ MK---,
 BS1725'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1725'
 BS1725'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BS1725'
 BS1725'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1665 ***********************************************************************
 BS1665  DESIGNATION -  BV 080 5 2
 BS1665  PID         -  BS1665
 BS1665  STATE/COUNTY-  GA/JEFF DAVIS
 BS1665  USGS QUAD   -  HAZLEHURST NORTH (1988)
 BS1665
 BS1665                         *CURRENT SURVEY CONTROL
 BS1665  ___________________________________________________________________
 BS1665* NAD 83(1994)-  31 53 46.24022(N)    082 37 04.03403(W)     ADJUSTED  
 BS1665* NAVD 88     -        70.3    (meters)     231.     (feet)  VERTCON   
 BS1665  ___________________________________________________________________
 BS1665  X           -     696,427.396 (meters)                     COMP
 BS1665  Y           -  -5,375,258.606 (meters)                     COMP
 BS1665  Z           -   3,350,685.219 (meters)                     COMP
 BS1665  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BS1665  ELLIP HEIGHT-          42.37  (meters)          (09/03/97) GPS OBS
 BS1665  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BS1665
 BS1665  HORZ ORDER  -  FIRST
 BS1665  ELLP ORDER  -  FOURTH    CLASS II
 BS1665
 BS1665.The horizontal coordinates were established by GPS observations
 BS1665.and adjusted by the National Geodetic Survey in September 1997..
 BS1665
 BS1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1665
 BS1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1665
 BS1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1665
 BS1665.The ellipsoidal height was determined by GPS observations
 BS1665.and is referenced to NAD 83.
 BS1665
 BS1665.The geoid height was determined by GEOID03.
 BS1665
 BS1665;                    North         East     Units Scale Factor Converg.
 BS1665;SPC GA E     -   210,294.363   157,328.308   MT  0.99992245   -0 14 18.1
 BS1665;SPC GA E     -   689,940.76    516,167.96   sFT  0.99992245   -0 14 18.1
 BS1665;UTM  17      - 3,530,069.315   347,010.365   MT  0.99988866   -0 51 17.9
 BS1665
 BS1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1665!SPC GA E     -   0.99999335  x   0.99992245  =   0.99991580
 BS1665!UTM  17      -   0.99999335  x   0.99988866  =   0.99988201
 BS1665
 BS1665                          SUPERSEDED SURVEY CONTROL
 BS1665
 BS1665  NAD 83(1986)-  31 53 46.24683(N)    082 37 04.03497(W) AD(       ) 1
 BS1665  NGVD 29 (12/08/88)   70.6    (m)          232.     (f) GPS OBS        
 BS1665
 BS1665.Superseded values are not recommended for survey control.
 BS1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1665.See file dsdata.txt to determine how the superseded data were derived.
 BS1665
 BS1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR4701030069(NAD 83)
 BS1665_MARKER: DD = SURVEY DISK
 BS1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1665+STABILITY: SURFACE MOTION
 BS1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1665+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1986
 BS1665
 BS1665  HISTORY     - Date     Condition        Report By
 BS1665  HISTORY     - 1985     MONUMENTED       GADT
 BS1665  HISTORY     - 19861211 GOOD
 BS1665
 BS1665                          STATION DESCRIPTION
 BS1665
 BS1665'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1665'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 BS1665'WEST-NORTHWEST OF HAZLEHURST AND
 BS1665'3.2 KM (2.0 MI) SOUTH OF THE OCMULGEE RIVER.
 BS1665'OWNERSHIP--STATE RIGHT OF WAY
 BS1665'
 BS1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 221 AND
 BS1665'341 IN HAZLEHURST, GO WEST ON U.S. HIGHWAY 341 FOR 3.5 KM (2.2 MI)
 BS1665'TO COUNTY SAND ROAD 4 ON THE LEFT.  CONTINUE AHEAD FOR 0.24 KM
 BS1665'(0.15 MI) TO THE STATION ON THE LEFT ACROSS THE HIGHWAY FROM THE
 BS1665'PALMS MEMORIAL GARDENS AT A BUILDING, A RESTAURANT ON THE WEEKENDS,
 BS1665'WELL BELOW THE HIGHWAY AND AT A SAND ROAD LEFT.
 BS1665'
 BS1665'THE STATION IS A STANDARD GADT DISK
 BS1665'STAMPED---138-5-2 1983---,
 BS1665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1665'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1665'36.3 METERS (115.9 FT) SOUTHEAST FROM A POWER POLE,
 BS1665'20.9 METERS (68.5 FT) SOUTH FROM THE CENTER OF U.S. HIGHWAY 341,
 BS1665'7.3 METERS (24.0 FT) NORTHWEST FROM A SAND ROAD LEADING SOUTH,
 BS1665'6.3 METERS (20.8 FT) NORTH-NORTHWEST FROM THE NORTH END OF A DRAIN
 BS1665'PIPE UNDER A SAND DRIVE TO THE RESTAURANT PARKING AREA
 BS1665'0.5 METERS (2.0 FT) NORTH FROM A WITNESS POST.
 BS1665'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1665'STAMPED---080 5 2 1983---,
 BS1665'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1665'
 BS1665'DESCRIBED BY B. PUTZIGER.
 BS1665
 BS1665                          STATION RECOVERY (1986)
 BS1665
 BS1665'RECOVERED 1986
 BS1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1687 ***********************************************************************
 DF1687  DESIGNATION -  BV 081 200
 DF1687  PID         -  DF1687
 DF1687  STATE/COUNTY-  GA/JEFFERSON
 DF1687  USGS QUAD   -  GIBSON (1972)
 DF1687
 DF1687                         *CURRENT SURVEY CONTROL
 DF1687  ___________________________________________________________________
 DF1687* NAD 83(1994)-  33 13 06.51888(N)    082 30 49.05113(W)     ADJUSTED  
 DF1687* NAVD 88     -       144.     (meters)     472.     (feet)  VERTCON   
 DF1687  ___________________________________________________________________
 DF1687  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 DF1687  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DF1687
 DF1687  HORZ ORDER  -  SECOND
 DF1687
 DF1687.The horizontal coordinates were established by classical geodetic methods
 DF1687.and adjusted by the National Geodetic Survey in September 1997..
 DF1687
 DF1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1687
 DF1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1687
 DF1687.The geoid height was determined by GEOID03.
 DF1687
 DF1687;                    North         East     Units Scale Factor Converg.
 DF1687;SPC GA E     -   356,883.154   167,658.903   MT  0.99991289   -0 11 24.3
 DF1687;SPC GA E     - 1,170,874.15    550,060.92   sFT  0.99991289   -0 11 24.3
 DF1687;UTM  17      - 3,676,528.646   358,946.333   MT  0.99984531   -0 49 45.7
 DF1687
 DF1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1687!SPC GA E     -   0.99998195  x   0.99991289  =   0.99989485
 DF1687!UTM  17      -   0.99998195  x   0.99984531  =   0.99982727
 DF1687
 DF1687:                Primary Azimuth Mark                     Grid Az
 DF1687:SPC GA E     -  BV 081 200 AZ MK                         043 13 36.6
 DF1687:UTM  17      -  BV 081 200 AZ MK                         043 51 58.0
 DF1687
 DF1687|---------------------------------------------------------------------|
 DF1687| PID    Reference Object                     Distance      Geod. Az  |
 DF1687|                                                           dddmmss.s |
 DF1687| DF2868 BV 081 200 AZ MK                                   0430212.3 |
 DF1687| DF1688 BV 081 200 GADT PTA                  18.920 METERS 34005     |
 DF1687|---------------------------------------------------------------------|
 DF1687
 DF1687                          SUPERSEDED SURVEY CONTROL
 DF1687
 DF1687  NAD 83(1986)-  33 13 06.52412(N)    082 30 49.04828(W) AD(       ) 2
 DF1687  NAD 27      -  33 13 06.00002(N)    082 30 49.58704(W) AD(       ) 2
 DF1687  NGVD 29 (07/19/86)  144.     (m)          472.     (f) VERT ANG       
 DF1687
 DF1687.Superseded values are not recommended for survey control.
 DF1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1687.See file dsdata.txt to determine how the superseded data were derived.
 DF1687
 DF1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5894676529(NAD 83)
 DF1687_MARKER: DD = SURVEY DISK
 DF1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1687
 DF1687  HISTORY     - Date     Condition        Report By
 DF1687  HISTORY     - 1976     MONUMENTED       GADT
 DF1687
 DF1687                          STATION DESCRIPTION
 DF1687
 DF1687'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1687'THE STATION IS ABOUT 1-3/4 MILES NORTH-NORTHEAST OF AVERA,
 DF1687'2-3/4 MILES WEST OF STAPLETON, AND 4-3/4 MILES EAST-SOUTHEAST OF
 DF1687'GIBSON ON THE PROPERTY OF MR. AND MRS. USRY.
 DF1687'
 DF1687'TO REACH THE STATION FROM THE US POST OFFICE IN AVERA, GO
 DF1687'NORTHEAST ALONG STATE ROUTE 80 FOR 1.45 MILES TO THE JUNCTION
 DF1687'OF DIRT COUNTY ROAD 88 TO THE LEFT. TURN LEFT GOING NORTHWEST
 DF1687'ALONG COUNTY ROAD 88 FOR 1.0 MILE TO ITS TERMINATION AT THE
 DF1687'JUNCTION OF COUNTY ROAD 87 CROSSING AND THE STATION ON THE LEFT.
 DF1687'
 DF1687'THE STATION IS LOCATED 49 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1687'OF COUNTY ROAD 87, 23 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 DF1687'88, 21 FEET NORTHEAST OF A 10 INCH FORKED PINE TREE, 5.8 FEET
 DF1687'WEST OF A POWER POLE WITH A TRANSFORMER ATTACHED, 84.5 FEET
 DF1687'SOUTH-SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF COUNTY ROAD
 DF1687'87, 124.8 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 DF1687'ABANDONED HOUSE, AND 2.7 FEET WEST OF A WITNESS POST. IT IS A
 DF1687'STANDARD BRASS DISK STAMPED---081-200 1976---, SET IN THE TOP
 DF1687'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1687'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1687'DISK STAMPED---081-200 1976---, SET IN THE TOP OF A 5 INCH
 DF1687'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.91 METER BELOW
 DF1687'THE SURFACE OF THE GROUND.
 DF1687'
 DF1687'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 DF1687'COUNTY ROAD 87 FOR 0.35 MILE TO ITS TERMINATION AT THE JUNCTION
 DF1687'OF DIRT COUNTY ROAD 84 CROSSING AND THE AZIMUTH MARK.  IT IS
 DF1687'LOCATED 20 FEET EAST OF THE POINT OF INTERSECTION OF THE
 DF1687'CENTERLINES OF COUNTY ROAD 87 AND COUNTY ROAD 84, 242.2 FEET
 DF1687'SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED,
 DF1687'119.0 FEET EAST-SOUTHEAST OF A 30 INCH OAK TREE IN THE
 DF1687'NORTHWEST QUADRANT OF THE ROAD JUNCTION, 144.0 FEET EAST-
 DF1687'NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF COUNTY ROAD
 DF1687'87, AND 2.7 FEET WEST OF A WITNESS POST. IT IS A STANDARD
 DF1687'DISK STAMPED---081-200 1976 AZMK---, SET IN THE TOP OF A
 DF1687'10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 DF1687'OF THE GROUND.
 DF1687'
 DF1687'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1514 ***********************************************************************
 DF1514  DESIGNATION -  BV 081 201
 DF1514  PID         -  DF1514
 DF1514  STATE/COUNTY-  GA/JEFFERSON
 DF1514  USGS QUAD   -  LOUISVILLE (1980)
 DF1514
 DF1514                         *CURRENT SURVEY CONTROL
 DF1514  ___________________________________________________________________
 DF1514* NAD 83(1994)-  33 05 11.66692(N)    082 29 10.57401(W)     ADJUSTED  
 DF1514* NAVD 88     -       112.     (meters)     367.     (feet)  VERTCON   
 DF1514  ___________________________________________________________________
 DF1514  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DF1514  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DF1514
 DF1514  HORZ ORDER  -  SECOND
 DF1514
 DF1514.The horizontal coordinates were established by classical geodetic methods
 DF1514.and adjusted by the National Geodetic Survey in September 1997..
 DF1514
 DF1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1514
 DF1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1514
 DF1514.The geoid height was determined by GEOID03.
 DF1514
 DF1514;                    North         East     Units Scale Factor Converg.
 DF1514;SPC GA E     -   342,247.374   170,164.114   MT  0.99991097   -0 10 28.1
 DF1514;SPC GA E     - 1,122,856.59    558,280.10   sFT  0.99991097   -0 10 28.1
 DF1514;UTM  17      - 3,661,866.908   361,288.217   MT  0.99983724   -0 48 41.4
 DF1514
 DF1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1514!SPC GA E     -   0.99998698  x   0.99991097  =   0.99989795
 DF1514!UTM  17      -   0.99998698  x   0.99983724  =   0.99982422
 DF1514
 DF1514|---------------------------------------------------------------------|
 DF1514| PID    Reference Object                     Distance      Geod. Az  |
 DF1514|                                                           dddmmss.s |
 DF1514| DF1513 BV 081 201 GADT RM 1                 24.835 METERS 06606     |
 DF1514| DF2869 BV 081 201 AZ MK                                   3021851.9 |
 DF1514|---------------------------------------------------------------------|
 DF1514
 DF1514                          SUPERSEDED SURVEY CONTROL
 DF1514
 DF1514  NAD 83(1986)-  33 05 11.67193(N)    082 29 10.57110(W) AD(       ) 2
 DF1514  NAD 27      -  33 05 11.13435(N)    082 29 11.11065(W) AD(       ) 2
 DF1514  NGVD 29 (07/19/86)  112.     (m)          367.     (f) VERT ANG       
 DF1514
 DF1514.Superseded values are not recommended for survey control.
 DF1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1514.See file dsdata.txt to determine how the superseded data were derived.
 DF1514
 DF1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6128861867(NAD 83)
 DF1514_MARKER: DD = SURVEY DISK
 DF1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1514
 DF1514  HISTORY     - Date     Condition        Report By
 DF1514  HISTORY     - 1976     MONUMENTED       GADT
 DF1514
 DF1514                          STATION DESCRIPTION
 DF1514
 DF1514'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1514'THE STATION IS ABOUT 7-3/4 MILES SOUTH-SOUTHEAST OF AVERA, 9
 DF1514'MILES SOUTH OF STAPLETON, AND 9 MILES SOUTHEAST OF EDGEHILL ON
 DF1514'COUNTY RIGHT OF WAY.
 DF1514'
 DF1514'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 296 AND
 DF1514'88 LOCATED APPROXIMATELY 4 MILES SOUTH OF STAPLETON, GO WEST
 DF1514'ALONG STATE ROUTE 88 FOR 3.95 MILES TO THE JUNCTION OF PAVED
 DF1514'COUNTY ROAD 90791 CROSSING. TURN LEFT GOING SOUTH ALONG COUNTY
 DF1514'ROAD 90791 FOR 3.1 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1514'116 CROSSING. CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 90791
 DF1514'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 DF1514'SOUTHEAST ALONG COUNTY ROAD 90791 FOR 0.7 MILE TO THE STATION
 DF1514'ON THE RIGHT.
 DF1514'
 DF1514'THE STATION IS LOCATED 33 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 DF1514'OF THE ROAD, 280.0 FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH
 DF1514'THREE UNDERGROUND TELEPHONE CABLE PEDESTALS ATTACHED, 3.6 FEET
 DF1514'EAST-NORTHEAST OF A POWER POLE, AND 3.1 FEET NORTH-NORTHEAST OF
 DF1514'A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---081-201
 DF1514'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1514'3 INCHES BELOW GROUND SURFACE WITH TWO STEEL RODS EMBEDDED. THE
 DF1514'UNDERGROUND STATION IS A STANDARD DISK STAMPED---081-201
 DF1514'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF1514'APPROXIMATELY 0.94 METER BELOW THE SURFACE OF THE GROUND.
 DF1514'
 DF1514'RM 1 IS LOCATED 21 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DF1514'ROAD, 85.0 FEET EAST-NORTHEAST OF THE POWER POLE ON THE SOUTHERN
 DF1514'SIDE OF THE ROAD, 346 FEET EAST OF THE TELEPHONE POLE WITH 3
 DF1514'UNDERGROUND TELEPHONE CABLE PEDESTALS ATTACHED, AND 2.5 FEET
 DF1514'EAST-NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1514'STAMPED---081-201 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 DF1514'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF1514'GROUND WITH STEEL RODS EMBEDDED.
 DF1514'
 DF1514'THE AZIMUTH MARK IS LOCATED 36 FEET SOUTHWEST OF THE CENTER
 DF1514'LINE OF THE ROAD, 3.7 FEET EAST OF A POWER POLE, 148.0 FEET
 DF1514'SOUTH OF THE SOUTHWESTERN ONE OF TWO 6 INCH PINE TREES ON THE
 DF1514'NORTHERN SIDE OF THE ROAD, AND 2.8 FEET NORTHEAST OF A WITNESS
 DF1514'POST. IT IS A STANDARD DISK STAMPED---081-201 1976 AZMK---,
 DF1514'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES
 DF1514'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1514'
 DF1514'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1691 ***********************************************************************
 DF1691  DESIGNATION -  BV 081 202
 DF1691  PID         -  DF1691
 DF1691  STATE/COUNTY-  GA/JEFFERSON
 DF1691  USGS QUAD   -  GIBSON (1972)
 DF1691
 DF1691                         *CURRENT SURVEY CONTROL
 DF1691  ___________________________________________________________________
 DF1691* NAD 83(1994)-  33 10 09.68777(N)    082 34 40.35411(W)     ADJUSTED  
 DF1691* NAVD 88     -       123.     (meters)     404.     (feet)  VERTCON   
 DF1691  ___________________________________________________________________
 DF1691  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 DF1691  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DF1691
 DF1691  HORZ ORDER  -  SECOND
 DF1691
 DF1691.The horizontal coordinates were established by classical geodetic methods
 DF1691.and adjusted by the National Geodetic Survey in September 1997..
 DF1691
 DF1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1691
 DF1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1691
 DF1691.The geoid height was determined by GEOID03.
 DF1691
 DF1691;                    North         East     Units Scale Factor Converg.
 DF1691;SPC GA E     -   351,457.581   161,648.441   MT  0.99991813   -0 13 29.9
 DF1691;SPC GA E     - 1,153,073.75    530,341.59   sFT  0.99991813   -0 13 29.9
 DF1691;UTM  17      - 3,671,170.746   352,876.110   MT  0.99986688   -0 51 48.4
 DF1691
 DF1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1691!SPC GA E     -   0.99998523  x   0.99991813  =   0.99990336
 DF1691!UTM  17      -   0.99998523  x   0.99986688  =   0.99985211
 DF1691
 DF1691:                Primary Azimuth Mark                     Grid Az
 DF1691:SPC GA E     -  BV 081 202 AZ MK                         017 06 58.8
 DF1691:UTM  17      -  BV 081 202 AZ MK                         017 45 17.3
 DF1691
 DF1691|---------------------------------------------------------------------|
 DF1691| PID    Reference Object                     Distance      Geod. Az  |
 DF1691|                                                           dddmmss.s |
 DF1691| DF2870 BV 081 202 AZ MK                                   0165328.9 |
 DF1691| DF1692 BV 081 202 GADT RM 1                 25.228 METERS 19132     |
 DF1691|---------------------------------------------------------------------|
 DF1691
 DF1691                          SUPERSEDED SURVEY CONTROL
 DF1691
 DF1691  NAD 83(1986)-  33 10 09.69274(N)    082 34 40.35166(W) AD(       ) 2
 DF1691  NAD 27      -  33 10 09.16150(N)    082 34 40.88556(W) AD(       ) 2
 DF1691  NGVD 29 (07/19/86)  123.     (m)          404.     (f) VERT ANG       
 DF1691
 DF1691.Superseded values are not recommended for survey control.
 DF1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1691.See file dsdata.txt to determine how the superseded data were derived.
 DF1691
 DF1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5287671171(NAD 83)
 DF1691_MARKER: DD = SURVEY DISK
 DF1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1691
 DF1691  HISTORY     - Date     Condition        Report By
 DF1691  HISTORY     - 1976     MONUMENTED       GADT
 DF1691
 DF1691                          STATION DESCRIPTION
 DF1691
 DF1691'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1691'THE STATION IS ABOUT 2-3/4 MILES EAST-NORTHEAST OF EDGEHILL,
 DF1691'3-1/2 MILES SOUTHWEST OF AVERA, AND 5 MILES SOUTH-SOUTHEAST
 DF1691'OF GIBSON ON COUNTY RIGHT OF WAY.
 DF1691'
 DF1691'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 92140
 DF1691'AND STATE ROUTE 171 IN EDGEHILL LOCATED ABOUT 6 MILES SOUTH-
 DF1691'SOUTHWEST OF GIBSON, GO EAST ALONG COUNTY ROAD 92140 (FRED
 DF1691'WILLIAMS ROAD) FOR 1.0 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1691'62 CROSSING. CONTINUE GOING EAST ALONG COUNTY ROAD 92140 FOR
 DF1691'1.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 58 TO THE RIGHT.
 DF1691'CONTINUE GOING NOW NORTH ALONG COUNTY ROAD 92140 FOR 0.6 MILES
 DF1691'TO A BRIDGE OVER ROCKY COMFORT CREEK (GLASCOCK-JEFFERSON
 DF1691'COUNTY LINE). CONTINUE GOING NORTH ALONG COUNTY ROAD 92140
 DF1691'FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 DF1691'
 DF1691'THE STATION IS LOCATED 45 FEET EAST OF THE CENTER LINE OF THE
 DF1691'ROAD, 68.0 FEET NORTH-NORTHWEST OF A 7 INCH SCRUB OAK TREE ON
 DF1691'THE SOUTH SIDE OF A WOODS ROAD, 100.5 FEET SOUTH-SOUTHWEST OF
 DF1691'A POWER POLE, 197.0 FEET NORTH OF ANOTHER POWER POLE, AND 2.8
 DF1691'FEET WEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1691'STAMPED---081-202 1976---, SET IN THE TOP OF A 10 INCH
 DF1691'CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED 2 INCHES
 DF1691'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1691'STANDARD DISK STAMPED---081-202 1976---, SET IN THE TOP OF A
 DF1691'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.86 METER BELOW THE
 DF1691'SURFACE OF THE GROUND.
 DF1691'
 DF1691'RM 1 IS LOCATED 57 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DF1691'105.6 FEET NORTH-NORTHEAST OF A POWER POLE, 19.9 FEET SOUTH-
 DF1691'SOUTHWEST OF THE 7 INCH SCRUB OAK TREE, 202.0 FEET SOUTH OF
 DF1691'ANOTHER POWER POLE, AND 2.5 FEET EAST OF A WITNESS POST. IT IS
 DF1691'A STANDARD DISK STAMPED---081-202 1976 RM 1---, SET IN THE TOP
 DF1691'OF A 10 INCH CYLINDRICAL CONCRETE POST WITH STEEL RODS EMBEDDED
 DF1691'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DF1691'
 DF1691'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1691'NORTH ALONG COUNTY ROAD 92140 FOR 0.35 MILE TO THE AZIMUTH MARK
 DF1691'ON THE RIGHT. IT IS LOCATED 50 FEET EAST OF THE CENTERLINE OF
 DF1691'THE ROAD, 78.8 FEET NORTH OF THE NORTH END OF AN 18 INCH
 DF1691'CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST, 150.8 FEET
 DF1691'SOUTHEAST OF A FENCE CORNER POST ON THE WEST SIDE OF THE ROAD,
 DF1691'165.0 FEET NORTHEAST OF ANOTHER FENCE CORNER POST ON THE WEST
 DF1691'SIDE OF THE ROAD, AND 2.1 FEET WEST OF A WITNESS POST SET AT A
 DF1691'FENCELINE. IT IS A STANDARD DISK STAMPED---081-202 1976
 DF1691'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1691'WITH STEEL RODS EMBEDDED 2 INCHES BELOW THE GROUND SURFACE.
 DF1691'
 DF1691'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1707 ***********************************************************************
 DF1707  DESIGNATION -  BV 081 204
 DF1707  PID         -  DF1707
 DF1707  STATE/COUNTY-  GA/JEFFERSON
 DF1707  USGS QUAD   -  GRANGE (1981)
 DF1707
 DF1707                         *CURRENT SURVEY CONTROL
 DF1707  ___________________________________________________________________
 DF1707* NAD 83(1994)-  33 07 06.75280(N)    082 33 23.58503(W)     ADJUSTED  
 DF1707* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 DF1707  ___________________________________________________________________
 DF1707  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1707  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF1707
 DF1707  HORZ ORDER  -  SECOND
 DF1707
 DF1707.The horizontal coordinates were established by classical geodetic methods
 DF1707.and adjusted by the National Geodetic Survey in September 1997..
 DF1707
 DF1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1707
 DF1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1707
 DF1707.The geoid height was determined by GEOID03.
 DF1707
 DF1707;                    North         East     Units Scale Factor Converg.
 DF1707;SPC GA E     -   345,814.714   163,616.345   MT  0.99991632   -0 12 46.9
 DF1707;SPC GA E     - 1,134,560.44    536,797.96   sFT  0.99991632   -0 12 46.9
 DF1707;UTM  17      - 3,665,506.620   354,780.955   MT  0.99986002   -0 51 02.2
 DF1707
 DF1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1707!SPC GA E     -   0.99998357  x   0.99991632  =   0.99989989
 DF1707!UTM  17      -   0.99998357  x   0.99986002  =   0.99984359
 DF1707
 DF1707|---------------------------------------------------------------------|
 DF1707| PID    Reference Object                     Distance      Geod. Az  |
 DF1707|                                                           dddmmss.s |
 DF1707| DF2872 BV 081 204 RM 1                      27.089 METERS 09923     |
 DF1707| DF2871 BV 081 204 AZ MK                                   2351732.5 |
 DF1707| DF2873 BV 081 204 RM 2                      25.471 METERS 23613     |
 DF1707|---------------------------------------------------------------------|
 DF1707
 DF1707                          SUPERSEDED SURVEY CONTROL
 DF1707
 DF1707  NAD 83(1986)-  33 07 06.75761(N)    082 33 23.58257(W) AD(       ) 2
 DF1707  NAD 27      -  33 07 06.21990(N)    082 33 24.11661(W) AD(       ) 2
 DF1707  NGVD 29 (07/19/86)  133.6    (m)          438.     (f) VERT ANG       
 DF1707
 DF1707.Superseded values are not recommended for survey control.
 DF1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1707.See file dsdata.txt to determine how the superseded data were derived.
 DF1707
 DF1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5478165507(NAD 83)
 DF1707_MARKER: DD = SURVEY DISK
 DF1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1707
 DF1707  HISTORY     - Date     Condition        Report By
 DF1707  HISTORY     - 1976     MONUMENTED       GADT
 DF1707
 DF1707                          STATION DESCRIPTION
 DF1707
 DF1707'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1707'THE STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF GRANGE, 4-1/4
 DF1707'MILES EAST-SOUTHEAST OF EDGEHILL, AND 5-1/4 MILES SOUTH-
 DF1707'SOUTHWEST OF AVERA ON STATE RIGHT OF WAY.
 DF1707'
 DF1707'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1707'STATE ROUTE 171 IN GRANGE, GO NORTHEAST ALONG STATE ROUTE 88
 DF1707'FOR 1.6 MILES TO THE SOUTH END OF A BRIDGE OVER ROCKY COMFORT
 DF1707'CREEK. CONTINUE GOING NORTHEASTERLY ALONG STATE ROUTE 88 FOR
 DF1707'1.05 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING
 DF1707'NORTHEASTERLY ALONG STATE ROUTE 88 FOR 0.25 MILE TO THE JUNCTION
 DF1707'OF DIRT COUNTY ROAD 95 TO THE LEFT. CONTINUE GOING
 DF1707'NORTHEASTERLY ALONG STATE ROUTE 88 FOR 0.1 MILE TO THE STATION
 DF1707'ON THE LEFT.
 DF1707'
 DF1707'THE STATION IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF
 DF1707'THE HIGHWAY, 21.3 FEET SOUTHWEST OF A 10 INCH CEDAR TREE, 76.0
 DF1707'FEET WEST-SOUTHWEST OF A HIGHWAY SIGN, 87.9 FEET WEST OF THE
 DF1707'SOUTHWESTERN END OF A 12 INCH CONCRETE CULVERT UNDER A DRIVEWAY
 DF1707'TO THE SOUTHEAST, AND 3.8 FEET SOUTHEAST OF A WITNESS POST. IT
 DF1707'IS A STANDARD BRASS DISK STAMPED---081-204 1976---, SET IN THE
 DF1707'TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF1707'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF1707'UNDERGROUND STATION IS A STANDARD DISK STAMPED---081-204
 DF1707'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF1707'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 DF1707'
 DF1707'RM 1 IS LOCATED 28 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF1707'HIGHWAY 3.1 FEET SOUTHEAST OF THE SOUTHERN MOST END OF THE 12
 DF1707'INCH CONCRETE CULVERT UNDER THE DRIVEWAY TO THE SOUTHEAST, 45.8
 DF1707'FEET SOUTH-SOUTHEAST OF THE HIGHWAY SIGN ON THE NORTHWEST SIDE
 DF1707'OF THE ROAD, 74.2 FEET EAST OF THE 10 INCH CEDAR TREE ON THE
 DF1707'NORTHWEST SIDE OF THE HIGHWAY, AND 2.3 FEET NORTHWEST OF A
 DF1707'WITNESS POST. IT IS A STANDARD DISK STAMPED---081-204 1976 RM
 DF1707'1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1
 DF1707'INCH ABOVE THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1707'
 DF1707'RM 2 IS LOCATED 31 FEET NORTHWEST OF THE CENTERLINE OF THE
 DF1707'HIGHWAY, 104.9 FEET SOUTHWEST OF THE 10 INCH CEDAR TREE, 160.3
 DF1707'FEET WEST-SOUTHWEST OF THE SOUTHWESTERN END OF THE 12 INCH
 DF1707'CONCRETE CULVERT UNDER THE DRIVEWAY TO THE SOUTHEAST, 158.5
 DF1707'FEET WEST-SOUTHWEST OF THE HIGHWAY SIGN, AND 2.3 FEET SOUTHEAST
 DF1707'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---081-204
 DF1707'1976 RM 2---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1707'POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1707'EMBEDDED.
 DF1707'
 DF1707'THE AZIMUTH MARK IS LOCATED 23 FEET NORTHWEST OF THE CENTERLINE
 DF1707'OF THE HIGHWAY, 13.7 FEET EAST-SOUTHEAST OF THE NORTHERN MOST
 DF1707'END OF A CULVERT UNDER AN ACCESS TO THE NORTHWEST, 167.0 FEET
 DF1707'SOUTHWEST OF A TELEPHONE POLE, 97.5 FEET NORTHEAST OF A STATE
 DF1707'ROUTE 88 ROUTE SIGN POST, 80.2 FEET WEST OF THE SOUTHWESTERN
 DF1707'END OF AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE
 DF1707'SOUTHEAST, AND 3.6 FEET SOUTHEAST OF A WITNESS POST. IT IS A
 DF1707'STANDARD DISK STAMPED---081-204 1976 AZMK---, SET IN THE TOP
 DF1707'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF1707'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1707'
 DF1707'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1706 ***********************************************************************
 DF1706  DESIGNATION -  BV 081 205
 DF1706  PID         -  DF1706
 DF1706  STATE/COUNTY-  GA/JEFFERSON
 DF1706  USGS QUAD   -  GRANGE (1981)
 DF1706
 DF1706                         *CURRENT SURVEY CONTROL
 DF1706  ___________________________________________________________________
 DF1706* NAD 83(1994)-  33 02 22.45415(N)    082 32 36.53198(W)     ADJUSTED  
 DF1706* NAVD 88     -       108.     (meters)     354.     (feet)  VERTCON   
 DF1706  ___________________________________________________________________
 DF1706  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DF1706  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DF1706
 DF1706  HORZ ORDER  -  SECOND
 DF1706
 DF1706.The horizontal coordinates were established by classical geodetic methods
 DF1706.and adjusted by the National Geodetic Survey in September 1997..
 DF1706
 DF1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1706
 DF1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1706
 DF1706.The geoid height was determined by GEOID03.
 DF1706
 DF1706;                    North         East     Units Scale Factor Converg.
 DF1706;SPC GA E     -   337,052.613   164,804.623   MT  0.99991527   -0 12 19.6
 DF1706;SPC GA E     - 1,105,813.45    540,696.50   sFT  0.99991527   -0 12 19.6
 DF1706;UTM  17      - 3,656,732.358   355,871.698   MT  0.99985613   -0 50 30.0
 DF1706
 DF1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1706!SPC GA E     -   0.99998759  x   0.99991527  =   0.99990286
 DF1706!UTM  17      -   0.99998759  x   0.99985613  =   0.99984372
 DF1706
 DF1706|---------------------------------------------------------------------|
 DF1706| PID    Reference Object                     Distance      Geod. Az  |
 DF1706|                                                           dddmmss.s |
 DF1706| DF1705 BV 081 205 GADT PTA                  27.660 METERS 09813     |
 DF1706| DF2874 BV 081 205 AZ MK                                   2815643.0 |
 DF1706|---------------------------------------------------------------------|
 DF1706
 DF1706                          SUPERSEDED SURVEY CONTROL
 DF1706
 DF1706  NAD 83(1986)-  33 02 22.45881(N)    082 32 36.52937(W) AD(       ) 2
 DF1706  NAD 27      -  33 02 21.91409(N)    082 32 37.06292(W) AD(       ) 2
 DF1706  NGVD 29 (07/19/86)  108.     (m)          354.     (f) VERT ANG       
 DF1706
 DF1706.Superseded values are not recommended for survey control.
 DF1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1706.See file dsdata.txt to determine how the superseded data were derived.
 DF1706
 DF1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5587256732(NAD 83)
 DF1706_MARKER: DD = SURVEY DISK
 DF1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1706
 DF1706  HISTORY     - Date     Condition        Report By
 DF1706  HISTORY     - 1976     MONUMENTED       GADT
 DF1706
 DF1706                          STATION DESCRIPTION
 DF1706
 DF1706'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1706'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF GRANGE, 9 MILES
 DF1706'SOUTH-SOUTHEAST OF EDGEHILL, AND 10-3/4 MILES SOUTH OF AVERA ON
 DF1706'COUNTY RIGHT OF WAY.
 DF1706'
 DF1706'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1706'STATE ROUTE 171 IN GRANGE, GO SOUTH ALONG STATE ROUTE 88 FOR
 DF1706'2.6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 263 TO THE LEFT.
 DF1706'TURN LEFT GOING EAST ALONG COUNTY ROAD 263 FOR 3.0 MILES TO A
 DF1706'CULVERT OVER A SMALL CREEK. CONTINUE GOING EAST ALONG COUNTY
 DF1706'ROAD 263 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 DF1706'GOING EAST ALONG COUNTY ROAD 263 FOR 0.2 MILE TO THE STATION ON
 DF1706'THE RIGHT.
 DF1706'
 DF1706'THE STATION IS LOCATED 35 FEET SOUTH OF THE CENTERLINE OF THE
 DF1706'ROAD, 31.3 FEET NORTH-NORTHEAST OF A 30 INCH FORKED CHINABERRY
 DF1706'TREE, 24.0 FEET SOUTHWEST OF THE WEST END OF A 12 INCH CONCRETE
 DF1706'CULVERT UNDER A DRIVEWAY TO THE SOUTH, 34.5 FEET NORTHEAST OF
 DF1706'THE NORTHEAST CORNER OF THE PRINCE GIBBONS RESIDENCE, 72.3 FEET
 DF1706'SOUTH-SOUTHWEST OF THE WEST END OF A 12 INCH CONCRETE CULVERT
 DF1706'UNDER A DRIVEWAY TO THE NORTH, AND 2.7 FEET NORTH OF A WITNESS
 DF1706'POST. IT IS A STANDARD BRASS DISK STAMPED---081-205 1976---,
 DF1706'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3
 DF1706'INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1706'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1706'STAMPED---081-205 1976---, SET IN THE TOP OF A 5 INCH
 DF1706'CONCRETE CYLINDER ABOUT 0.88 METER BELOW THE SURFACE OF
 DF1706'THE GROUND.
 DF1706'
 DF1706'THE AZIMUTH MARK IS LOCATED 55 FEET NORTH OF THE CENTERLINE OF
 DF1706'THE ROAD, 24.6 FEET SOUTH-SOUTHEAST OF AN 8 INCH (S) SHAPED OAK
 DF1706'TREE, 39.4 FEET EAST-NORTHEAST OF A CLUSTER OF CHINABERRY TREES,
 DF1706'165.6 FEET WEST-NORTHWEST OF THE WEST END OF AN 18 INCH CONCRETE
 DF1706'CULVERT UNDER A DRIVEWAY TO THE SOUTH, AND 1.7 FEET SOUTH OF A
 DF1706'WITNESS POST. IT IS A STANDARD DISK STAMPED---081-205 1976
 DF1706'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1706'5 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1706'EMBEDDED.
 DF1706'
 DF1706'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1708 ***********************************************************************
 DF1708  DESIGNATION -  BV 081 206
 DF1708  PID         -  DF1708
 DF1708  STATE/COUNTY-  GA/JEFFERSON
 DF1708  USGS QUAD   -  GRANGE (1981)
 DF1708
 DF1708                         *CURRENT SURVEY CONTROL
 DF1708  ___________________________________________________________________
 DF1708* NAD 83(1994)-  33 05 01.66350(N)    082 35 40.52559(W)     ADJUSTED  
 DF1708* NAVD 88     -       139.     (meters)     456.     (feet)  VERTCON   
 DF1708  ___________________________________________________________________
 DF1708  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DF1708  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DF1708
 DF1708  HORZ ORDER  -  SECOND
 DF1708
 DF1708.The horizontal coordinates were established by classical geodetic methods
 DF1708.and adjusted by the National Geodetic Survey in September 1997..
 DF1708
 DF1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1708
 DF1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1708
 DF1708.The geoid height was determined by GEOID03.
 DF1708
 DF1708;                    North         East     Units Scale Factor Converg.
 DF1708;SPC GA E     -   341,975.235   160,050.837   MT  0.99991967   -0 14 00.9
 DF1708;SPC GA E     - 1,121,963.75    525,100.12   sFT  0.99991967   -0 14 00.9
 DF1708;UTM  17      - 3,661,707.232   351,173.148   MT  0.99987310   -0 52 14.1
 DF1708
 DF1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1708!SPC GA E     -   0.99998271  x   0.99991967  =   0.99990238
 DF1708!UTM  17      -   0.99998271  x   0.99987310  =   0.99985581
 DF1708
 DF1708:                Primary Azimuth Mark                     Grid Az
 DF1708:SPC GA E     -  BV 081 206 AZ MK                         088 59 21.4
 DF1708:UTM  17      -  BV 081 206 AZ MK                         089 37 34.6
 DF1708
 DF1708|---------------------------------------------------------------------|
 DF1708| PID    Reference Object                     Distance      Geod. Az  |
 DF1708|                                                           dddmmss.s |
 DF1708| DF2875 BV 081 206 AZ MK                                   0884520.5 |
 DF1708| DF1742 SANDERSVILLE SCARBORO RAD MAST      APPROX.19.5 KM 2464758.7 |
 DF1708| DF1709 BV 081 206 GADT PTA                  18.263 METERS 31537     |
 DF1708|---------------------------------------------------------------------|
 DF1708
 DF1708                          SUPERSEDED SURVEY CONTROL
 DF1708
 DF1708  NAD 83(1986)-  33 05 01.66822(N)    082 35 40.52327(W) AD(       ) 2
 DF1708  NAD 27      -  33 05 01.12468(N)    082 35 41.05025(W) AD(       ) 2
 DF1708  NGVD 29 (07/19/86)  139.     (m)          456.     (f) VERT ANG       
 DF1708
 DF1708.Superseded values are not recommended for survey control.
 DF1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1708.See file dsdata.txt to determine how the superseded data were derived.
 DF1708
 DF1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5117361707(NAD 83)
 DF1708_MARKER: DD = SURVEY DISK
 DF1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1708
 DF1708  HISTORY     - Date     Condition        Report By
 DF1708  HISTORY     - 1976     MONUMENTED       GADT
 DF1708
 DF1708                          STATION DESCRIPTION
 DF1708
 DF1708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1708'THE STATION IS ABOUT 3/4 MILE WEST OF GRANGE, 5-1/4 MILES SOUTH-
 DF1708'SOUTHEAST OF EDGEHILL, AND 12-1/2 MILES EAST OF WARTHEN ON THE
 DF1708'PROPERTY OF MRS. LEE WALDEN.
 DF1708'
 DF1708'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1708'STATE ROUTE 171 IN GRANGE, GO WEST ALONG STATE ROUTE 171 FOR
 DF1708'0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 DF1708'NORTHWEST ALONG STATE ROUTE 171 FOR 0.2 MILE TO THE JUNCTION
 DF1708'OF DIRT COUNTY ROAD 254 TO THE LEFT AND THE WALDEN RESIDENCE
 DF1708'ON THE LEFT. TURN LEFT GOING SOUTH ALONG COUNTY ROAD 254 FOR
 DF1708'0.1 MILE TO THE STATION ON THE LEFT.
 DF1708'
 DF1708'THE STATION IS LOCATED 51 FEET EAST OF THE CENTERLINE OF THE
 DF1708'ROAD, 38.2 FEET SOUTH-SOUTHEAST OF A 6 INCH CHINABERRY TREE,
 DF1708'39.0 FEET NORTH-NORTHWEST OF A POWER POLE, 28.0 FEET NORTHWEST
 DF1708'OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE,
 DF1708'39.8 FEET SOUTHWEST OF THE SOUTHWEST
 DF1708'CORNER OF ANOTHER OLD FRAME HOUSE, AND
 DF1708'3.0 FEET EAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1708'STAMPED---081-206 1976---, SET IN THE TOP OF A 10 INCH
 DF1708'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1708'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 DF1708'A STANDARD DISK STAMPED---081-206 1976---, SET IN THE TOP OF
 DF1708'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.87 METER BELOW
 DF1708'THE SURFACE OF THE GROUND.
 DF1708'
 DF1708'THE AMIMUTH MARK IS LOCATED 32 FEET NORTH-NORTHEAST OF THE
 DF1708'CENTERLINE OF THE HIGHWAY, 26.5 FEET EAST OF THE NORTH END OF
 DF1708'A 24 INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 199.0 FEET
 DF1708'EAST-SOUTHEAST OF A RIGHT OF WAY MARKER,
 DF1708'334.0 FEET WEST-NORTHWEST OF A POWER POLE,
 DF1708'58.8 FEET EAST-NORTHEAST OF THE SOUTH
 DF1708'END OF THE 24 INCH CULVERT, AND 2.3 FEET SOUTH-SOUTHWEST OF A
 DF1708'WITNESS POST. IT IS A STANDARD DISK STAMPED---081-206 1976
 DF1708'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1708'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1708'EMBEDDED.
 DF1708'
 DF1708'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1961 ***********************************************************************
 CL1961  DESIGNATION -  BV 081 207 GADT
 CL1961  PID         -  CL1961
 CL1961  STATE/COUNTY-  GA/JEFFERSON
 CL1961  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1961
 CL1961                         *CURRENT SURVEY CONTROL
 CL1961  ___________________________________________________________________
 CL1961* NAD 83(1994)-  32 53 55.05267(N)    082 27 27.79673(W)     ADJUSTED  
 CL1961* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 CL1961  ___________________________________________________________________
 CL1961  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 CL1961  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL1961
 CL1961  HORZ ORDER  -  SECOND
 CL1961
 CL1961.The horizontal coordinates were established by classical geodetic methods
 CL1961.and adjusted by the National Geodetic Survey in September 1997..
 CL1961
 CL1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1961
 CL1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1961
 CL1961.The geoid height was determined by GEOID03.
 CL1961
 CL1961;                    North         East     Units Scale Factor Converg.
 CL1961;SPC GA E     -   321,397.304   172,771.619   MT  0.99990914   -0 09 29.1
 CL1961;SPC GA E     - 1,054,450.99    566,834.89   sFT  0.99990914   -0 09 29.1
 CL1961;UTM  17      - 3,640,990.808   363,664.157   MT  0.99982919   -0 47 30.8
 CL1961
 CL1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1961!SPC GA E     -   0.99998996  x   0.99990914  =   0.99989910
 CL1961!UTM  17      -   0.99998996  x   0.99982919  =   0.99981915
 CL1961
 CL1961:                Primary Azimuth Mark                     Grid Az
 CL1961:SPC GA E     -  BV 081 207 GADT AZ MK                    017 15 36.3
 CL1961:UTM  17      -  BV 081 207 GADT AZ MK                    017 53 38.0
 CL1961
 CL1961|---------------------------------------------------------------------|
 CL1961| PID    Reference Object                     Distance      Geod. Az  |
 CL1961|                                                           dddmmss.s |
 CL1961| CL1960 BV 081 207 GADT AZ MK               APPROX. 0.8 KM 0170607.2 |
 CL1961| CL1958 WADLEY GA PWR MICROWAVE             APPROX. 4.5 KM 1132202.3 |
 CL1961| CL1962 BV 081 207 GADT RM 1                 26.978 METERS 33333     |
 CL1961|---------------------------------------------------------------------|
 CL1961
 CL1961                          SUPERSEDED SURVEY CONTROL
 CL1961
 CL1961  NAD 83(1986)-  32 53 55.05695(N)    082 27 27.79441(W) AD(       ) 2
 CL1961  NAD 27      -  32 53 54.49897(N)    082 27 28.32976(W) AD(       ) 2
 CL1961  NGVD 29 (07/19/86)   93.1    (m)          305.     (f) VERT ANG       
 CL1961
 CL1961.Superseded values are not recommended for survey control.
 CL1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1961.See file dsdata.txt to determine how the superseded data were derived.
 CL1961
 CL1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6366440991(NAD 83)
 CL1961_MARKER: DD = SURVEY DISK
 CL1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1961+STABILITY: SURFACE MOTION
 CL1961
 CL1961  HISTORY     - Date     Condition        Report By
 CL1961  HISTORY     - 1978     MONUMENTED       GADT
 CL1961
 CL1961                          STATION DESCRIPTION
 CL1961
 CL1961'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1961'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH-NORTHEAST OF
 CL1961'BARTOW, 4 MILES WEST-NORTHWEST OF WADLEY, AND 7-3/4 MILES
 CL1961'SOUTH-SOUTHWEST OF LOUISVILLE ON THE PROPERTY OF PAUL LEDGER, BARTOW.
 CL1961'TELEPHONE 912-364-3562.
 CL1961'
 CL1961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319
 CL1961'(STATE ROUTE 78) AND U.S. HIGHWAY 221 (STATE ROUTE 171) IN BARTOW,
 CL1961'GO EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE 78) FOR 0.2 MILE TO
 CL1961'THE JUNCTION OF ACADEMY CIRCLE (COUNTY ROAD 92483) TO THE LEFT.
 CL1961'TURN LEFT GOING NORTH ALONG ACADEMY CIRCLE (COUNTY ROAD 92483 FORKS
 CL1961'TO THE RIGHT ALONG THE ROUTE) FOR 0.2 MILE TO THE JUNCTION OF BALDEE
 CL1961'ROAD (COUNTY ROAD 233) FORKING TO THE RIGHT.  TURN RIGHT GOING
 CL1961'NORTHEAST ALONG BALDEE ROAD (COUNTY ROAD 233 WHICH MERGES WITH AND
 CL1961'BECOMES COUNTY ROAD 231) FOR 1.4 MILES TO AN ABANDONED RED BRICK
 CL1961'SCHOOL BUILDING ON THE LEFT AND THE STATION ON THE LEFT.
 CL1961'
 CL1961'THE STATION IS LOCATED 43 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL1961'OF THE ROAD, 117.6 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 CL1961'OF THE SCHOOL BUILDING, 107.7 FEET EAST OF THE CENTER OF THE SCHOOL
 CL1961'BUILDING DOORS ON THE EAST SIDE OF THE BUILDING, 90.6 FEET
 CL1961'SOUTH-SOUTHEAST OF A FENCE CORNER POST, 24.5 FEET EAST-SOUTHEAST OF
 CL1961'THE CENTERLINE OF A PAVED SCHOOL DRIVEWAY, AND 3.1 FEET WEST-NORTHWEST
 CL1961'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1961'STAMPED---081-207 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1961'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL
 CL1961'RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1961'STAMPED---081-207 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1961'0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL1961'
 CL1961'REFERENCE MARK 1 IS LOCATED 110.5 FEET WEST-NORTHWEST OF THE
 CL1961'CENTERLINE OF THE ROAD, 4.5 FEET SOUTHWEST OF THE FENCE CORNER POST,
 CL1961'90.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 CL1961'BUILDING, 110.9 FEET NORTH-NORTHEAST OF THE CENTER OF THE DOORS ON
 CL1961'THE EAST SIDE OF THE SCHOOL BUILDING, AND 2.8 FEET SOUTH OF A
 CL1961'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL1961'STAMPED---081-207 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1961'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1961'STEEL RODS EMBEDDED.
 CL1961'
 CL1961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 CL1961'BALDEE ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 CL1961'LOCATED 44 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 39.8
 CL1961'FEET SOUTH-SOUTHWEST OF THE SOUTHERN MOST POST OF A GAP IN A
 CL1961'FENCELINE, 125 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF
 CL1961'THE CENTERLINES OF BALDEE ROAD AND COUNTY ROAD 237 TO THE EAST, 133.0
 CL1961'FEET SOUTH-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1961'AND 6.0 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.
 CL1961'IT IS A STANDARD DISK STAMPED---081-207 1978 AZ MK---, SET IN
 CL1961'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL1961'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1961'
 CL1961'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1961'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1960 ***********************************************************************
 CL1960  DESIGNATION -  BV 081 207 GADT AZ MK
 CL1960  PID         -  CL1960
 CL1960  STATE/COUNTY-  GA/JEFFERSON
 CL1960  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1960
 CL1960                         *CURRENT SURVEY CONTROL
 CL1960  ___________________________________________________________________
 CL1960* NAD 83(1994)-  32 54 20.34287(N)    082 27 18.57234(W)     ADJUSTED  
 CL1960* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL1960  ___________________________________________________________________
 CL1960  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CL1960  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL1960
 CL1960  HORZ ORDER  -  SECOND
 CL1960
 CL1960.The horizontal coordinates were established by classical geodetic methods
 CL1960.and adjusted by the National Geodetic Survey in September 1997..
 CL1960
 CL1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1960
 CL1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1960
 CL1960.The geoid height was determined by GEOID03.
 CL1960
 CL1960;                    North         East     Units Scale Factor Converg.
 CL1960;SPC GA E     -   322,175.670   173,013.459   MT  0.99990898   -0 09 24.2
 CL1960;SPC GA E     - 1,057,004.68    567,628.32   sFT  0.99990898   -0 09 24.2
 CL1960;UTM  17      - 3,641,766.388   363,914.572   MT  0.99982835   -0 47 26.3
 CL1960
 CL1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1960!SPC GA E     -   0.99998997  x   0.99990898  =   0.99989895
 CL1960!UTM  17      -   0.99998997  x   0.99982835  =   0.99981832
 CL1960
 CL1960                          SUPERSEDED SURVEY CONTROL
 CL1960
 CL1960  NAD 83(1986)-  32 54 20.34712(N)    082 27 18.56999(W) AD(       ) 2
 CL1960  NAD 27      -  32 54 19.78985(N)    082 27 19.10574(W) AD(       ) 2
 CL1960  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL1960
 CL1960.Superseded values are not recommended for survey control.
 CL1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1960.See file dsdata.txt to determine how the superseded data were derived.
 CL1960
 CL1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6391541766(NAD 83)
 CL1960_MARKER: DD = SURVEY DISK
 CL1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1960+STABILITY: SURFACE MOTION
 CL1960
 CL1960  HISTORY     - Date     Condition        Report By
 CL1960  HISTORY     - 1978     MONUMENTED       GADT
 CL1960
 CL1960                          STATION DESCRIPTION
 CL1960
 CL1960'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1960'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH-NORTHEAST OF
 CL1960'BARTOW, 4 MILES NORTHWEST OF WADLEY, AND 7 MILES SOUTH-SOUTHWEST OF
 CL1960'LOUISVILLE ON COUNTY RIGHT OF WAY.
 CL1960'
 CL1960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319
 CL1960'(STATE ROUTE 78) AND U.S. HIGHWAY 221 (STATE ROUTE 171) IN BARTOW,
 CL1960'GO EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE 78) FOR 0.2 MILE TO THE
 CL1960'JUNCTION OF ACADEMY CIRCLE (COUNTY ROAD 92483) TO THE LEFT.  TURN
 CL1960'LEFT GOING NORTH ALONG ACADEMY CIRCLE (COUNTY ROAD 92483 FORKS TO
 CL1960'THE RIGHT ALONG THE ROUTE) FOR 0.2 MILE TO THE JUNCTION OF BALDEE
 CL1960'ROAD (COUNTY ROAD 233) FORKING TO THE RIGHT.  TURN RIGHT GOING
 CL1960'NORTHEAST ALONG BALDEE ROAD (COUNTY ROAD 233 WHICH MERGES WITH AND
 CL1960'BECOMES COUNTY ROAD 231) FOR 1.85 MILES TO THE STATION ON THE LEFT.
 CL1960'
 CL1960'THE STATION IS LOCATED 44 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CL1960'THE ROAD, 39.8 FEET SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF
 CL1960'A GAP IN A FENCELINE, 125 FEET SOUTH-SOUTHWEST OF THE POINT OF
 CL1960'INTERSECTION OF THE CENTERLINES OF BALDEE ROAD AND COUNTY ROAD 237
 CL1960'TO THE EAST, 133.0 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND
 CL1960'TELEPHONE CABLE PEDESTAL, AND 6.0 FEET EAST-SOUTHEAST OF A WITNESS
 CL1960'POST.  IT IS A STANDARD BRASS DISK STAMPED---081-207 1978 AZ MK---,
 CL1960'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL1960'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1960'
 CL1960'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1960'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1962 ***********************************************************************
 CL1962  DESIGNATION -  BV 081 207 GADT RM 1
 CL1962  PID         -  CL1962
 CL1962  STATE/COUNTY-  GA/JEFFERSON
 CL1962  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 CL1962
 CL1962                         *CURRENT SURVEY CONTROL
 CL1962  ___________________________________________________________________
 CL1962* NAD 83(1994)-  32 53 55.83673(N)    082 27 28.25908(W)     ADJUSTED  
 CL1962* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL1962  ___________________________________________________________________
 CL1962  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 CL1962  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL1962
 CL1962  HORZ ORDER  -  SECOND
 CL1962
 CL1962.The horizontal coordinates were established by classical geodetic methods
 CL1962.and adjusted by the National Geodetic Survey in September 1997..
 CL1962
 CL1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1962
 CL1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1962
 CL1962.The geoid height was determined by GEOID03.
 CL1962
 CL1962;                    North         East     Units Scale Factor Converg.
 CL1962;SPC GA E     -   321,421.489   172,759.671   MT  0.99990915   -0 09 29.4
 CL1962;SPC GA E     - 1,054,530.34    566,795.69   sFT  0.99990915   -0 09 29.4
 CL1962;UTM  17      - 3,641,015.122   363,652.478   MT  0.99982923   -0 47 31.1
 CL1962
 CL1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1962!SPC GA E     -   0.99998997  x   0.99990915  =   0.99989912
 CL1962!UTM  17      -   0.99998997  x   0.99982923  =   0.99981920
 CL1962
 CL1962                          SUPERSEDED SURVEY CONTROL
 CL1962
 CL1962  NAD 83(1986)-  32 53 55.84100(N)    082 27 28.25675(W) AD(       ) 2
 CL1962  NAD 27      -  32 53 55.28304(N)    082 27 28.79210(W) AD(       ) 2
 CL1962  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL1962
 CL1962.Superseded values are not recommended for survey control.
 CL1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1962.See file dsdata.txt to determine how the superseded data were derived.
 CL1962
 CL1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6365241015(NAD 83)
 CL1962_MARKER: DD = SURVEY DISK
 CL1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1962+STABILITY: SURFACE MOTION
 CL1962
 CL1962  HISTORY     - Date     Condition        Report By
 CL1962  HISTORY     - 1978     MONUMENTED       GADT
 CL1962
 CL1962                          STATION DESCRIPTION
 CL1962
 CL1962'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1962'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH-NORTHEAST
 CL1962'OF BARTOW, 4 MILES WEST-NORTHWEST OF WADLEY, AND 7-3/4 MILES
 CL1962'SOUTH-SOUTHWEST OF LOUISVILLE ON THE PROPERTY OF PAUL LEDGER, BARTOW,
 CL1962'TELEPHONE 912-364-3562.
 CL1962'
 CL1962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319
 CL1962'(STATE ROUTE 78) AND U.S. HIGHWAY 221 (STATE ROUTE 171) IN BARTOW,
 CL1962'GO EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE 78) FOR 0.2 MILE TO THE
 CL1962'JUNCTION OF ACADEMY CIRCLE (COUNTY ROAD 92483) TO THE LEFT.  TURN
 CL1962'LEFT GOING NORTH ALONG ACADEMY CIRCLE (COUNTY ROAD 92483 FORKS TO
 CL1962'THE RIGHT ALONG THE ROUTE) FOR 0.2 MILE TO THE JUNCTION OF BALDEE
 CL1962'ROAD (COUNTY ROAD 233) FORKING TO THE RIGHT.  TURN RIGHT GOING
 CL1962'NORTHEAST ALONG BALDEE ROAD (COUNTY ROAD 233 WHICH MERGES WITH AND
 CL1962'BECOMES COUNTY ROAD 231) FOR 1.4 MILES TO AN ABANDONED RED BRICK
 CL1962'SCHOOL BUILDING ON THE LEFT AND THE STATION ON THE LEFT.
 CL1962'
 CL1962'THE STATION IS LOCATED 110.5 FEET WEST-NORTHWEST OF THE
 CL1962'CENTERLINE OF THE ROAD, 4.5 FEET SOUTHWEST OF A FENCE CORNER POST,
 CL1962'90.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 CL1962'BUILDING, 110.9 FEET NORTH-NORTHEAST OF THE CENTER OF THE DOORS ON
 CL1962'THE EAST SIDE OF THE SCHOOL BUILDING, AND 2.8 FEET SOUTH OF A
 CL1962'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1962'STAMPED---081-207 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1962'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1962'WITH STEEL RODS EMBEDDED.
 CL1962'
 CL1962'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1962'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1524 ***********************************************************************
 DF1524  DESIGNATION -  BV 081 208 GADT
 DF1524  PID         -  DF1524
 DF1524  STATE/COUNTY-  GA/JEFFERSON
 DF1524  USGS QUAD   -  LOUISVILLE (1980)
 DF1524
 DF1524                         *CURRENT SURVEY CONTROL
 DF1524  ___________________________________________________________________
 DF1524* NAD 83(1994)-  33 00 47.26550(N)    082 27 17.52400(W)     ADJUSTED  
 DF1524* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 DF1524  ___________________________________________________________________
 DF1524  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DF1524  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF1524
 DF1524  HORZ ORDER  -  SECOND
 DF1524
 DF1524.The horizontal coordinates were established by classical geodetic methods
 DF1524.and adjusted by the National Geodetic Survey in September 1997..
 DF1524
 DF1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1524
 DF1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1524
 DF1524.The geoid height was determined by GEOID03.
 DF1524
 DF1524;                    North         East     Units Scale Factor Converg.
 DF1524;SPC GA E     -   334,094.233   173,073.316   MT  0.99990894   -0 09 25.3
 DF1524;SPC GA E     - 1,096,107.50    567,824.70   sFT  0.99990894   -0 09 25.3
 DF1524;UTM  17      - 3,653,682.592   364,106.465   MT  0.99982770   -0 47 34.0
 DF1524
 DF1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1524!SPC GA E     -   0.99998824  x   0.99990894  =   0.99989718
 DF1524!UTM  17      -   0.99998824  x   0.99982770  =   0.99981594
 DF1524
 DF1524:                Primary Azimuth Mark                     Grid Az
 DF1524:SPC GA E     -  BV 081 208 GADT AZ MK                    012 59 41.0
 DF1524:UTM  17      -  BV 081 208 GADT AZ MK                    013 37 49.7
 DF1524
 DF1524|---------------------------------------------------------------------|
 DF1524| PID    Reference Object                     Distance      Geod. Az  |
 DF1524|                                                           dddmmss.s |
 DF1524| DF1521 BV 081 208 GADT AZ MK               456.182 METERS 0125015.7 |
 DF1524| DF1522 BV 081 208 GADT RM 1                 29.758 METERS 06556     |
 DF1524| DF1523 BV 081 208 GADT TPT                  26.367 METERS 10938     |
 DF1524|---------------------------------------------------------------------|
 DF1524
 DF1524                          SUPERSEDED SURVEY CONTROL
 DF1524
 DF1524  NAD 83(1986)-  33 00 47.26978(N)    082 27 17.52118(W) AD(       ) 2
 DF1524  NAD 27      -  33 00 46.72583(N)    082 27 18.05599(W) AD(       ) 2
 DF1524  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 DF1524
 DF1524.Superseded values are not recommended for survey control.
 DF1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1524.See file dsdata.txt to determine how the superseded data were derived.
 DF1524
 DF1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6410653683(NAD 83)
 DF1524_MARKER: DD = SURVEY DISK
 DF1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1524+STABILITY: SURFACE MOTION
 DF1524
 DF1524  HISTORY     - Date     Condition        Report By
 DF1524  HISTORY     - 1978     MONUMENTED       GADT
 DF1524
 DF1524                          STATION DESCRIPTION
 DF1524
 DF1524'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 DF1524'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-NORTHWEST OF
 DF1524'LOUISVILLE, 9-1/4 MILES NORTH OF BARTOW, AND 9-1/4 MILES
 DF1524'EAST-NORTHEAST OF DAVISBORO ON COUNTY RIGHT OF WAY.
 DF1524'
 DF1524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1524'ROUTE 24) AND STATE ROUTE 171 LOCATED APPROXIMATELY 1 MILE
 DF1524'WEST-SOUTHWEST OF LOUISVILLE, GO NORTHWEST ALONG STATE ROUTE 171 FOR
 DF1524'2.4 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 257 TO THE LEFT AND THE
 DF1524'AZIMUTH MARK ON THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD 257
 DF1524'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF1524'
 DF1524'THE STATION IS LOCATED 42 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 DF1524'COUNTY ROAD, 219.8 FEET SOUTHWEST OF THE JUNCTION OF TWO FENCES ON THE
 DF1524'EAST SIDE OF THE ROAD, 135.5 FEET NORTH-NORTHWEST OF A 12 INCH PINE
 DF1524'TREE AT THE FENCELINE ON THE EAST SIDE OF THE ROAD, 114.3 FEET
 DF1524'NORTHWEST OF A 7 INCH PINE TREE INSIDE THE FENCELINE ON THE EAST SIDE
 DF1524'OF THE ROAD, AND 6.5 FEET EAST OF A WITNESS POST SET AT A FENCELINE.
 DF1524'IT IS A STANDARD BRASS DISK STAMPED---081-208 1978---, SET IN THE TOP
 DF1524'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1524'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 DF1524'STANDARD DISK STAMPED---081-208 1978---, SET IN AN IRREGULAR MASS OF
 DF1524'CONCRETE APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 DF1524'
 DF1524'REFERENCE MARK 1 IS LOCATED 38 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF1524'COUNTY ROAD, 145.5 FEET SOUTH-SOUTHWEST OF THE JUNCTION OF TWO FENCES,
 DF1524'124.0 FEET NORTH OF THE 7 INCH PINE TREE, 156.0 FEET NORTH OF THE 12
 DF1524'INCH PINE TREE, AND 9.0 FEET WEST OF A WITNESS POST SET AT A
 DF1524'FENCELINE.  IT IS A STANDARD DISK STAMPED---081-208 1978 RM 1---, SET
 DF1524'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF1524'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1524'
 DF1524'THE AZIMUTH MARK IS LOCATED 34 FEET EAST OF THE CENTERLINE OF COUNTY
 DF1524'ROAD 257, 50.9 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE
 DF1524'171, 26.7 FEET SOUTHEAST OF THE EAST END OF A CULVERT UNDER COUNTY
 DF1524'ROAD 257, 15.6 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 14.3 FEET
 DF1524'WEST-NORTHWEST OF A WITNESS POST SET NEAR THE FENCE CORNER.  IT IS A
 DF1524'STANDARD DISK STAMPED---081-208 1978 AZ MK---, SET IN THE TOP OF A 10
 DF1524'INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 DF1524'GROUND WITH STEEL RODS EMBEDDED.
 DF1524'
 DF1524'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 DF1524'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEBRUARY 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1521 ***********************************************************************
 DF1521  DESIGNATION -  BV 081 208 GADT AZ MK
 DF1521  PID         -  DF1521
 DF1521  STATE/COUNTY-  GA/JEFFERSON
 DF1521  USGS QUAD   -  LOUISVILLE (1980)
 DF1521
 DF1521                         *CURRENT SURVEY CONTROL
 DF1521  ___________________________________________________________________
 DF1521* NAD 83(1994)-  33 01 01.70313(N)    082 27 13.61870(W)     ADJUSTED  
 DF1521* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 DF1521  ___________________________________________________________________
 DF1521  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DF1521  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF1521
 DF1521  HORZ ORDER  -  SECOND
 DF1521
 DF1521.The horizontal coordinates were established by classical geodetic methods
 DF1521.and adjusted by the National Geodetic Survey in September 1997..
 DF1521
 DF1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1521
 DF1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1521
 DF1521.The geoid height was determined by GEOID03.
 DF1521
 DF1521;                    North         East     Units Scale Factor Converg.
 DF1521;SPC GA E     -   334,538.692   173,175.884   MT  0.99990887   -0 09 23.2
 DF1521;SPC GA E     - 1,097,565.69    568,161.21   sFT  0.99990887   -0 09 23.2
 DF1521;UTM  17      - 3,654,125.850   364,213.950   MT  0.99982734   -0 47 32.2
 DF1521
 DF1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1521!SPC GA E     -   0.99998840  x   0.99990887  =   0.99989727
 DF1521!UTM  17      -   0.99998840  x   0.99982734  =   0.99981574
 DF1521
 DF1521                          SUPERSEDED SURVEY CONTROL
 DF1521
 DF1521  NAD 83(1986)-  33 01 01.70743(N)    082 27 13.61585(W) AD(       ) 2
 DF1521  NAD 27      -  33 01 01.16383(N)    082 27 14.15079(W) AD(       ) 2
 DF1521  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 DF1521
 DF1521.Superseded values are not recommended for survey control.
 DF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1521.See file dsdata.txt to determine how the superseded data were derived.
 DF1521
 DF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6421454126(NAD 83)
 DF1521_MARKER: DD = SURVEY DISK
 DF1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1521+STABILITY: SURFACE MOTION
 DF1521
 DF1521  HISTORY     - Date     Condition        Report By
 DF1521  HISTORY     - 1978     MONUMENTED       GADT
 DF1521
 DF1521                          STATION DESCRIPTION
 DF1521
 DF1521'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 DF1521'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-NORTHWEST OF
 DF1521'LOUISVILLE, 9-1/2 MILES NORTH OF BARTOW, AND 9-1/4 MILES
 DF1521'EAST-NORTHEAST OF DAVISBORO ON COUNTY RIGHT OF WAY.
 DF1521'
 DF1521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1521'ROUTE 24) AND STATE ROUTE 171 LOCATED APPROXIMATELY 1 MILE
 DF1521'WEST-SOUTHWEST OF LOUISVILLE, GO NORTHWEST ALONG STATE ROUTE 171 FOR
 DF1521'2.4 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 257 TO THE LEFT AND THE
 DF1521'THE STATION ON THE LEFT.
 DF1521'
 DF1521'THE STATION IS LOCATED 34 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 DF1521'257, 50.9 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 171,
 DF1521'26.7 FEET SOUTHEAST OF THE EAST END OF A CULVERT UNDER COUNTY ROAD
 DF1521'257, 15.6 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 14.3 FEET
 DF1521'WEST-NORTHWEST OF A WITNESS POST SET NEAR THE FENCE CORNER.  IT IS A
 DF1521'STANDARD BRASS DISK STAMPED---081-208 1978 AZ MK---, SET IN THE TOP OF
 DF1521'A 10 INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 DF1521'GROUND WITH STEEL RODS EMBEDDED.
 DF1521'
 DF1521'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 DF1521'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEBRUARY 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1522 ***********************************************************************
 DF1522  DESIGNATION -  BV 081 208 GADT RM 1
 DF1522  PID         -  DF1522
 DF1522  STATE/COUNTY-  GA/JEFFERSON
 DF1522  USGS QUAD   -  LOUISVILLE (1980)
 DF1522
 DF1522                         *CURRENT SURVEY CONTROL
 DF1522  ___________________________________________________________________
 DF1522* NAD 83(1994)-  33 00 47.65950(N)    082 27 16.47720(W)     ADJUSTED  
 DF1522* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 DF1522  ___________________________________________________________________
 DF1522  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DF1522  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF1522
 DF1522  HORZ ORDER  -  SECOND
 DF1522
 DF1522.The horizontal coordinates were established by classical geodetic methods
 DF1522.and adjusted by the National Geodetic Survey in September 1997..
 DF1522
 DF1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1522
 DF1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1522
 DF1522.The geoid height was determined by GEOID03.
 DF1522
 DF1522;                    North         East     Units Scale Factor Converg.
 DF1522;SPC GA E     -   334,106.295   173,100.517   MT  0.99990892   -0 09 24.7
 DF1522;SPC GA E     - 1,096,147.07    567,913.95   sFT  0.99990892   -0 09 24.7
 DF1522;UTM  17      - 3,653,694.351   364,133.796   MT  0.99982761   -0 47 33.4
 DF1522
 DF1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1522!SPC GA E     -   0.99998824  x   0.99990892  =   0.99989716
 DF1522!UTM  17      -   0.99998824  x   0.99982761  =   0.99981585
 DF1522
 DF1522                          SUPERSEDED SURVEY CONTROL
 DF1522
 DF1522  NAD 83(1986)-  33 00 47.66383(N)    082 27 16.47427(W) AD(       ) 2
 DF1522  NAD 27      -  33 00 47.11983(N)    082 27 17.00923(W) AD(       ) 2
 DF1522  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 DF1522
 DF1522.Superseded values are not recommended for survey control.
 DF1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1522.See file dsdata.txt to determine how the superseded data were derived.
 DF1522
 DF1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6413453694(NAD 83)
 DF1522_MARKER: DD = SURVEY DISK
 DF1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1522+STABILITY: SURFACE MOTION
 DF1522
 DF1522  HISTORY     - Date     Condition        Report By
 DF1522  HISTORY     - 1978     MONUMENTED       GADT
 DF1522
 DF1522                          STATION DESCRIPTION
 DF1522
 DF1522'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 DF1522'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-NORTHWEST OF
 DF1522'LOUISVILLE, 9-1/4 MILES NORTH OF BARTOW, AND 9-1/4 MILES
 DF1522'EAST-NORTHEAST OF DAVISBORO ON COUNTY RIGHT OF WAY.
 DF1522'
 DF1522'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 DF1522'ROUTE 24) AND STATE ROUTE 171 LOCATED APPROXIMATELY 1 MILE
 DF1522'WEST-SOUTHWEST OF LOUISVILLE, GO NORTHWEST ALONG STATE ROUTE 171 FOR
 DF1522'2.4 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 257 TO THE LEFT.  TURN
 DF1522'LEFT GOING SOUTH ALONG COUNTY ROAD 257 FOR 0.3 MILE TO THE STATION ON
 DF1522'THE RIGHT.
 DF1522'
 DF1522'THE STATION IS LOCATED 38 FEET EAST OF THE CENTERLINE OF THE COUNTY
 DF1522'ROAD, 145.5 FEET SOUTH-SOUTHWEST OF THE JUNCTION OF TWO FENCES, 124.0
 DF1522'FEET NORTH OF A 7 INCH PINE TREE, 156.0 FEET NORTH OF A 12 INCH PINE
 DF1522'TREE, AND 9.0 FEET WEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 DF1522'A STANDARD BRASS DISK STAMPED---081-208 1978 RM 1---, SET IN THE TOP
 DF1522'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1522'GROUND WITH STEEL RODS EMBEDDED.
 DF1522'
 DF1522'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 DF1522'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEBRUARY 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1516 ***********************************************************************
 DF1516  DESIGNATION -  BV 081 209
 DF1516  PID         -  DF1516
 DF1516  STATE/COUNTY-  GA/JEFFERSON
 DF1516  USGS QUAD   -  LOUISVILLE (1980)
 DF1516
 DF1516                         *CURRENT SURVEY CONTROL
 DF1516  ___________________________________________________________________
 DF1516* NAD 83(1994)-  33 00 39.52435(N)    082 23 54.17327(W)     ADJUSTED  
 DF1516* NAVD 88     -       108.     (meters)     354.     (feet)  VERTCON   
 DF1516  ___________________________________________________________________
 DF1516  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DF1516  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DF1516
 DF1516  HORZ ORDER  -  SECOND
 DF1516
 DF1516.The horizontal coordinates were established by classical geodetic methods
 DF1516.and adjusted by the National Geodetic Survey in September 1997..
 DF1516
 DF1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1516
 DF1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1516
 DF1516.The geoid height was determined by GEOID03.
 DF1516
 DF1516;                    North         East     Units Scale Factor Converg.
 DF1516;SPC GA E     -   333,842.730   178,350.331   MT  0.99990578   -0 07 34.5
 DF1516;SPC GA E     - 1,095,282.36    585,137.71   sFT  0.99990578   -0 07 34.5
 DF1516;UTM  17      - 3,653,372.581   369,379.899   MT  0.99981037   -0 45 43.0
 DF1516
 DF1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1516!SPC GA E     -   0.99998763  x   0.99990578  =   0.99989341
 DF1516!UTM  17      -   0.99998763  x   0.99981037  =   0.99979800
 DF1516
 DF1516:                Primary Azimuth Mark                     Grid Az
 DF1516:SPC GA E     -  BV 081 209 GADT AZ MK                    312 08 31.5
 DF1516:UTM  17      -  BV 081 209 GADT AZ MK                    312 46 40.0
 DF1516
 DF1516|---------------------------------------------------------------------|
 DF1516| PID    Reference Object                     Distance      Geod. Az  |
 DF1516|                                                           dddmmss.s |
 DF1516| DF1518 BV 081 209 GADT AZ MK               APPROX. 0.7 KM 3120057.0 |
 DF1516| DF2876 BV 081 209 RM 1                      20.618 METERS 32722     |
 DF1516| DF1517 BV 081 209 GADT TPT                  13.491 METERS 34047     |
 DF1516|---------------------------------------------------------------------|
 DF1516
 DF1516                          SUPERSEDED SURVEY CONTROL
 DF1516
 DF1516  NAD 83(1986)-  33 00 39.52846(N)    082 23 54.17052(W) AD(       ) 2
 DF1516  NAD 27      -  33 00 38.98439(N)    082 23 54.71109(W) AD(       ) 2
 DF1516  NGVD 29 (07/19/86)  108.     (m)          354.     (f) VERT ANG       
 DF1516
 DF1516.Superseded values are not recommended for survey control.
 DF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1516.See file dsdata.txt to determine how the superseded data were derived.
 DF1516
 DF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6938053373(NAD 83)
 DF1516_MARKER: DD = SURVEY DISK
 DF1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1516
 DF1516  HISTORY     - Date     Condition        Report By
 DF1516  HISTORY     - 1978     MONUMENTED       GADT
 DF1516
 DF1516                          STATION DESCRIPTION
 DF1516
 DF1516'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 DF1516'THE STATION IS LOCATED IN THE NORTHERN SECTION OF LOUISVILLE ON STATE
 DF1516'RIGHT OF WAY.
 DF1516'
 DF1516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 DF1516'4) AND STATE ROUTE 24 TO THE WEST IN LOUISVILLE, GO NORTH ALONG U.S.
 DF1516'HIGHWAY 1 (STATE ROUTE 4) FOR 0.55 MILE TO A ZIPPY MART STORE ON THE
 DF1516'RIGHT AND THE STATION ON THE RIGHT.
 DF1516'
 DF1516'THE STATION IS LOCATED 57 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF1516'HIGHWAY, 117.8 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE ZIPPY
 DF1516'MART STORE BUILDING, 150.8 FEET WEST-NORTHWEST OF THE NORTH CORNER AND
 DF1516'REAR CORNER OF THE ZIPPY MART BUILDING, 3.8 FEET SOUTHWEST OF A POWER
 DF1516'POLE, AND 2.8 FEET SOUTHWEST OF A WITNESS POST SET AT THE POWER POLE.
 DF1516'IT IS A STANDARD BRASS DISK STAMPED---081-209 1978---, SET IN THE TOP
 DF1516'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DF1516'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 DF1516'STANDARD DISK STAMPED---081-209 1978---, SET IN AN IRREGULAR MASS OF
 DF1516'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE GROUND.
 DF1516'
 DF1516'REFERENCE MARK 1 IS LOCATED 57 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF1516'HIGHWAY, 68.0 FEET NORTHWEST OF THE POWER POLE, 170.8 FEET
 DF1516'WEST-NORTHWEST OF THE WEST CORNER OF THE STORE BUILDING, 194.5 FEET
 DF1516'WEST-NORTHWEST OF THE NORTH CORNER OF THE STORE BUILDING, AND 2.3 FEET
 DF1516'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---081-209
 DF1516'1978 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1
 DF1516'INCH BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1516'
 DF1516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG U.S.
 DF1516'HIGHWAY 1 (STATE ROUTE 4) FOR 0.45 MILE TO THE AZIMUTH MARK IN A LARGE
 DF1516'TRAFFIC ISLAND ON THE WEST SIDE OF THE SOUTH BOUND LANE OF U.S.
 DF1516'HIGHWAY 1 (STATE ROUTE 4) AND BETWEEN THE NORTH AND SOUTH BOUND LANES
 DF1516'OF U.S. HIGHWAY 1 BUS (STATE ROUTE 4 BUS).  IT IS LOCATED 118 FEET
 DF1516'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S.
 DF1516'HIGHWAY 1, 75 FEET EAST OF THE CENTERLINE OF THE U.S.
 DF1516'HIGHWAY 1 BUS SOUTH BOUND LANE, 103.5 FEET NORTH OF A POWER POLE,
 DF1516'105.2 FEET SOUTH OF ANOTHER POWER POLE, 19.8 FEET NORTHWEST OF A 4
 DF1516'INCH WATER OAK TREE, AND 17.8 FEET NORTHWEST OF A WITNESS POST SET AT
 DF1516'THE WATER OAK TREE.  IT IS A STANDARD DISK STAMPED---081-209 1978
 DF1516'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH
 DF1516'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1516'
 DF1516'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 DF1516'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1518 ***********************************************************************
 DF1518  DESIGNATION -  BV 081 209 GADT AZ MK
 DF1518  PID         -  DF1518
 DF1518  STATE/COUNTY-  GA/JEFFERSON
 DF1518  USGS QUAD   -  LOUISVILLE (1980)
 DF1518
 DF1518                         *CURRENT SURVEY CONTROL
 DF1518  ___________________________________________________________________
 DF1518* NAD 83(1994)-  33 00 54.74958(N)    082 24 14.23313(W)     ADJUSTED  
 DF1518* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 DF1518  ___________________________________________________________________
 DF1518  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DF1518  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1518
 DF1518  HORZ ORDER  -  SECOND
 DF1518
 DF1518.The horizontal coordinates were established by classical geodetic methods
 DF1518.and adjusted by the National Geodetic Survey in September 1997..
 DF1518
 DF1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1518
 DF1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1518
 DF1518.The geoid height was determined by GEOID03.
 DF1518
 DF1518;                    North         East     Units Scale Factor Converg.
 DF1518;SPC GA E     -   334,312.887   177,830.765   MT  0.99990606   -0 07 45.4
 DF1518;SPC GA E     - 1,096,824.86    583,433.10   sFT  0.99990606   -0 07 45.4
 DF1518;UTM  17      - 3,653,848.429   368,865.631   MT  0.99981203   -0 45 54.3
 DF1518
 DF1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1518!SPC GA E     -   0.99998841  x   0.99990606  =   0.99989447
 DF1518!UTM  17      -   0.99998841  x   0.99981203  =   0.99980045
 DF1518
 DF1518                          SUPERSEDED SURVEY CONTROL
 DF1518
 DF1518  NAD 83(1986)-  33 00 54.75371(N)    082 24 14.23036(W) AD(       ) 2
 DF1518  NAD 27      -  33 00 54.21003(N)    082 24 14.77036(W) AD(       ) 2
 DF1518  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 DF1518
 DF1518.Superseded values are not recommended for survey control.
 DF1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1518.See file dsdata.txt to determine how the superseded data were derived.
 DF1518
 DF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6886653848(NAD 83)
 DF1518_MARKER: DD = SURVEY DISK
 DF1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1518+STABILITY: SURFACE MOTION
 DF1518
 DF1518  HISTORY     - Date     Condition        Report By
 DF1518  HISTORY     - 1978     MONUMENTED       GADT
 DF1518
 DF1518                          STATION DESCRIPTION
 DF1518
 DF1518'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 DF1518'THE STATION IS LOCATED IN LOUISVILLE IN THE NORTHERN SECTION OF THE
 DF1518'CITY ON STATE RIGHT OF WAY.
 DF1518'
 DF1518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE ROUTE
 DF1518'4) AND STATE ROUTE 24 IN LOUISVILLE, GO NORTH ALONG U.S. HIGHWAY 1
 DF1518'(STATE ROUTE 4) FOR 0.55 MILE TO THE ZIPPY MART STORE BUILDING ON THE
 DF1518'RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4) FOR
 DF1518'0.45 MILE TO THE STATION IN A LARGE TRAFFIC ISLAND ON THE WEST SIDE OF
 DF1518'THE SOUTH BOUND LANE OF U.S. HIGHWAY 1 (STATE ROUTE 4) AND BETWEEN THE
 DF1518'NORTH AND SOUTH BOUND LANES OF U.S. HIGHWAY 1 BUS (STATE ROUTE 4 BUS).
 DF1518'
 DF1518'THE STATION IS LOCATED 118 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 DF1518'THE SOUTH BOUND LANE OF THE U.S. HIGHWAY 1 SOUTH BOUND LANE, 75 FEET
 DF1518'EAST OF THE CENTERLINE OF THE U.S. HIGHWAY 1 BUS SOUTH BOUND LANE,
 DF1518'103.5 FEET NORTH OF A POWER POLE, 105.2 FEET SOUTH OF ANOTHER POWER
 DF1518'POLE, 19.8 FEET NORTHWEST OF A 4 INCH WATER OAK TREE, AND 17.8 FEET
 DF1518'NORTHWEST OF A WITNESS POST SET AT THE WATER OAK TREE.  IT IS A
 DF1518'STANDARD BRASS DISK STAMPED---081-209 1978 AZ MK---, SET IN THE TOP OF
 DF1518'A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DF1518'GROUND WITH STEEL RODS EMBEDDED.
 DF1518'
 DF1518'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 DF1518'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1941 ***********************************************************************
 CL1941  DESIGNATION -  BV 081 210 GADT
 CL1941  PID         -  CL1941
 CL1941  STATE/COUNTY-  GA/JEFFERSON
 CL1941  USGS QUAD   -  WADLEY (1981)
 CL1941
 CL1941                         *CURRENT SURVEY CONTROL
 CL1941  ___________________________________________________________________
 CL1941* NAD 83(1994)-  32 50 21.97661(N)    082 25 25.80858(W)     ADJUSTED  
 CL1941* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1941  ___________________________________________________________________
 CL1941  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CL1941  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CL1941
 CL1941  HORZ ORDER  -  SECOND
 CL1941
 CL1941.The horizontal coordinates were established by classical geodetic methods
 CL1941.and adjusted by the National Geodetic Survey in September 1997..
 CL1941
 CL1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1941
 CL1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1941
 CL1941.The geoid height was determined by GEOID03.
 CL1941
 CL1941;                    North         East     Units Scale Factor Converg.
 CL1941;SPC GA E     -   314,825.643   175,925.663   MT  0.99990714   -0 08 22.1
 CL1941;SPC GA E     - 1,032,890.46    577,182.78   sFT  0.99990714   -0 08 22.1
 CL1941;UTM  17      - 3,634,385.243   366,745.114   MT  0.99981895   -0 46 20.1
 CL1941
 CL1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1941!SPC GA E     -   0.99999155  x   0.99990714  =   0.99989869
 CL1941!UTM  17      -   0.99999155  x   0.99981895  =   0.99981050
 CL1941
 CL1941|---------------------------------------------------------------------|
 CL1941| PID    Reference Object                     Distance      Geod. Az  |
 CL1941|                                                           dddmmss.s |
 CL1941| CL1940 BV 081 210 GADT RM 1                 23.613 METERS 07047     |
 CL1941| CL1943 BV 081 210 GADT AZ MK               421.400 METERS 2504647.9 |
 CL1941| CL1942 BV 081 210 GADT TPT                  16.151 METERS 30833     |
 CL1941|---------------------------------------------------------------------|
 CL1941
 CL1941                          SUPERSEDED SURVEY CONTROL
 CL1941
 CL1941  NAD 83(1986)-  32 50 21.97888(N)    082 25 25.80524(W) AD(       ) 2
 CL1941  NAD 27      -  32 50 21.41545(N)    082 25 26.34273(W) AD(       ) 2
 CL1941  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1941
 CL1941.Superseded values are not recommended for survey control.
 CL1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1941.See file dsdata.txt to determine how the superseded data were derived.
 CL1941
 CL1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6674534385(NAD 83)
 CL1941_MARKER: DD = SURVEY DISK
 CL1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1941+STABILITY: SURFACE MOTION
 CL1941
 CL1941  HISTORY     - Date     Condition        Report By
 CL1941  HISTORY     - 1978     MONUMENTED       GADT
 CL1941
 CL1941                          STATION DESCRIPTION
 CL1941
 CL1941'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1941'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHWEST OF WADLEY,
 CL1941'4 MILES SOUTHEAST OF BARTOW, AND 10-3/4 MILES NORTHWEST OF SUMMERTOWN
 CL1941'ON COUNTY RIGHT OF WAY.
 CL1941'
 CL1941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319 (STATE
 CL1941'ROUTE 78) AND U.S. HIGHWAY 1 BUS (STATE ROUTE 4 BUS) IN WADLEY, GO
 CL1941'SOUTH ALONG U.S. HIGHWAY 1 BUS (STATE ROUTE 4 BUS) FOR 1.15 MILES TO
 CL1941'THE JUNCTION OF PAVED COUNTY ROAD 334 (POSTED---FAP 25-19---ON RIGHT
 CL1941'OF WAY MARKER) TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD
 CL1941'334 FOR 1.5 MILES TO THE STATION ON THE LEFT.
 CL1941'
 CL1941'THE STATION IS LOCATED 32 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL1941'COUNTY ROAD 334, 164.5 FEET SOUTHEAST OF A 14 INCH SWEET GUM TREE ON
 CL1941'THE NORTH SIDE OF THE ROAD IN THE SOUTHWESTERN CORNER OF WOODS, 60.2
 CL1941'FEET NORTHWEST OF A POWER POLE IN A FIELD, 111.8 FEET SOUTH OF A 20
 CL1941'INCH WATER OAK TREE ON THE NORTH SIDE OF THE ROAD IN THE WOODS, 266
 CL1941'FEET WEST-SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL1941'A FIELD SERVICE ROAD CROSSING AND COUNTY ROAD 334, AND 2.0
 CL1941'FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1941'STAMPED---081-210 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1941'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1941'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1941'STAMPED---081-210 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1941'APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE GROUND.
 CL1941'
 CL1941'REFERENCE MARK 1 IS LOCATED 33 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 CL1941'OF COUNTY ROAD 334, 90.5 FEET NORTHEAST OF THE POWER POLE, 189.5 FEET
 CL1941'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE FIELD
 CL1941'ROAD AND THE COUNTY ROAD, 163.7 FEET EAST-SOUTHEAST OF THE 20 INCH
 CL1941'WATER OAK TREE ON THE NORTH SIDE OF THE COUNTY ROAD, AND 2.0 FEET
 CL1941'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1941'STAMPED---081-210 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1941'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1941'STEEL RODS EMBEDDED.
 CL1941'
 CL1941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG COUNTY
 CL1941'ROAD 334 FOR 0.25 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 275
 CL1941'CROSSING AND THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 36 FEET
 CL1941'NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 334, 21 FEET SOUTHWEST OF
 CL1941'THE CENTERLINE OF COUNTY ROAD 275, 52 FEET EAST OF THE CENTERLINE OF A
 CL1941'DRIVEWAY TO THE NORTHWEST LEADING FROM COUNTY ROAD 334 TO COLEMANS
 CL1941'CHAPEL CHURCH, 100.8 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE
 CL1941'CABLE PEDESTAL ON THE WEST SIDE OF COUNTY ROAD 275, AND 5.2 FEET
 CL1941'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---081-210
 CL1941'1978 AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1941'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1941'
 CL1941'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1941'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEBRUARY 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1943 ***********************************************************************
 CL1943  DESIGNATION -  BV 081 210 GADT AZ MK
 CL1943  PID         -  CL1943
 CL1943  STATE/COUNTY-  GA/JEFFERSON
 CL1943  USGS QUAD   -  WADLEY (1981)
 CL1943
 CL1943                         *CURRENT SURVEY CONTROL
 CL1943  ___________________________________________________________________
 CL1943* NAD 83(1994)-  32 50 17.47322(N)    082 25 41.10904(W)     ADJUSTED  
 CL1943* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL1943  ___________________________________________________________________
 CL1943  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CL1943  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL1943
 CL1943  HORZ ORDER  -  SECOND
 CL1943
 CL1943.The horizontal coordinates were established by classical geodetic methods
 CL1943.and adjusted by the National Geodetic Survey in September 1997..
 CL1943
 CL1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1943
 CL1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1943
 CL1943.The geoid height was determined by GEOID03.
 CL1943
 CL1943;                    North         East     Units Scale Factor Converg.
 CL1943;SPC GA E     -   314,687.901   175,527.452   MT  0.99990738   -0 08 30.3
 CL1943;SPC GA E     - 1,032,438.56    575,876.32   sFT  0.99990738   -0 08 30.3
 CL1943;UTM  17      - 3,634,251.919   366,345.441   MT  0.99982026   -0 46 28.3
 CL1943
 CL1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1943!SPC GA E     -   0.99999202  x   0.99990738  =   0.99989940
 CL1943!UTM  17      -   0.99999202  x   0.99982026  =   0.99981228
 CL1943
 CL1943                          SUPERSEDED SURVEY CONTROL
 CL1943
 CL1943  NAD 83(1986)-  32 50 17.47548(N)    082 25 41.10563(W) AD(       ) 2
 CL1943  NAD 27      -  32 50 16.91185(N)    082 25 41.64272(W) AD(       ) 2
 CL1943  NGVD 29 (07/19/86)   80.     (m)          262.     (f) VERT ANG       
 CL1943
 CL1943.Superseded values are not recommended for survey control.
 CL1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1943.See file dsdata.txt to determine how the superseded data were derived.
 CL1943
 CL1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6634534252(NAD 83)
 CL1943_MARKER: DD = SURVEY DISK
 CL1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1943+STABILITY: SURFACE MOTION
 CL1943
 CL1943  HISTORY     - Date     Condition        Report By
 CL1943  HISTORY     - 1978     MONUMENTED       GADT
 CL1943
 CL1943                          STATION DESCRIPTION
 CL1943
 CL1943'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1943'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF WADLEY,
 CL1943'4 MILES SOUTHEAST OF BARTOW, AND 10-3/4 MILES NORTHWEST OF SUMMERTOWN
 CL1943'ON COUNTY RIGHT OF WAY.
 CL1943'
 CL1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319 (STATE
 CL1943'ROUTE 78) AND U.S. HIGHWAY 1 BUSINESS (STATE ROUTE 4 BUSINESS) IN
 CL1943'WADLEY, GO SOUTH ALONG U.S. HIGHWAY 1 BUSINESS (STATE ROUTE 4
 CL1943'BUSINESS) FOR 1.15 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 334
 CL1943'(POSTED---FAP 25-19---ON RIGHT OF WAY MARKER) TO THE RIGHT.  TURN
 CL1943'RIGHT GOING WEST ALONG COUNTY ROAD 334 FOR 1.75 MILES TO THE JUNCTION
 CL1943'OF DIRT COUNTY ROAD 275 CROSSING AND THE STATION ON THE RIGHT.
 CL1943'
 CL1943'THE STATION IS LOCATED 36 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 CL1943'ROAD 334, 21 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 275, 52
 CL1943'FEET EAST OF THE CENTERLINE OF A DRIVEWAY TO THE NORTHWEST LEADING
 CL1943'FROM COUNTY ROAD 334 TO COLEMANS CHAPEL CHURCH, 100.8 FEET
 CL1943'SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST
 CL1943'SIDE OF COUNTY ROAD 275 AND 5.2 FEET NORTHWEST OF A WITNESS POST.  IT
 CL1943'IS A STANDARD BRASS DISK STAMPED---081-210 1978 AZ MK---, SET IN THE
 CL1943'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1943'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1943'
 CL1943'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1943'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEBRUARY 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1940 ***********************************************************************
 CL1940  DESIGNATION -  BV 081 210 GADT RM 1
 CL1940  PID         -  CL1940
 CL1940  STATE/COUNTY-  GA/JEFFERSON
 CL1940  USGS QUAD   -  WADLEY (1981)
 CL1940
 CL1940                         *CURRENT SURVEY CONTROL
 CL1940  ___________________________________________________________________
 CL1940* NAD 83(1994)-  32 50 22.22887(N)    082 25 24.95120(W)     ADJUSTED  
 CL1940* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1940  ___________________________________________________________________
 CL1940  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CL1940  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CL1940
 CL1940  HORZ ORDER  -  SECOND
 CL1940
 CL1940.The horizontal coordinates were established by classical geodetic methods
 CL1940.and adjusted by the National Geodetic Survey in September 1997..
 CL1940
 CL1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1940
 CL1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1940
 CL1940.The geoid height was determined by GEOID03.
 CL1940
 CL1940;                    North         East     Units Scale Factor Converg.
 CL1940;SPC GA E     -   314,833.359   175,947.977   MT  0.99990713   -0 08 21.6
 CL1940;SPC GA E     - 1,032,915.78    577,255.99   sFT  0.99990713   -0 08 21.6
 CL1940;UTM  17      - 3,634,392.712   366,767.510   MT  0.99981888   -0 46 19.6
 CL1940
 CL1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1940!SPC GA E     -   0.99999155  x   0.99990713  =   0.99989868
 CL1940!UTM  17      -   0.99999155  x   0.99981888  =   0.99981043
 CL1940
 CL1940                          SUPERSEDED SURVEY CONTROL
 CL1940
 CL1940  NAD 83(1986)-  32 50 22.23116(N)    082 25 24.94775(W) AD(       ) 2
 CL1940  NAD 27      -  32 50 21.66771(N)    082 25 25.48539(W) AD(       ) 2
 CL1940  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1940
 CL1940.Superseded values are not recommended for survey control.
 CL1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1940.See file dsdata.txt to determine how the superseded data were derived.
 CL1940
 CL1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6676834393(NAD 83)
 CL1940_MARKER: DD = SURVEY DISK
 CL1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1940+STABILITY: SURFACE MOTION
 CL1940
 CL1940  HISTORY     - Date     Condition        Report By
 CL1940  HISTORY     - 1978     MONUMENTED       GADT
 CL1940
 CL1940                          STATION DESCRIPTION
 CL1940
 CL1940'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1940'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHWEST OF WADLEY,
 CL1940'4 MILES SOUTHEAST OF BARTOW, AND 10-3/4 MILES NORTHWEST OF SUMMERTOWN
 CL1940'ON COUNTY RIGHT OF WAY.
 CL1940'
 CL1940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 319 (STATE
 CL1940'ROUTE 78) AND U.S. HIGHWAY 1 BUSINESS (STATE ROUTE 4 BUSINESS) IN
 CL1940'WADLEY, GO SOUTH ALONG U.S. HIGHWAY 1 BUSINESS (STATE ROUTE 4
 CL1940'BUSINESS) FOR 1.15 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 334
 CL1940'(POSTED---FAP 25-19---ON RIGHT OF WAY MARKER) TO THE RIGHT.  TURN
 CL1940'RIGHT GOING WEST ALONG COUNTY ROAD 334 FOR 1.5 MILES TO THE STATION ON
 CL1940'THE LEFT.
 CL1940'
 CL1940'THE STATION IS LOCATED 33 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL1940'COUNTY ROAD 334, 90.5 FEET NORTHEAST OF A POWER POLE ON THE SOUTH SIDE
 CL1940'OF THE ROAD, 189.5 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL1940'CENTERLINES OF A FIELD ROAD CROSSING AND COUNTY ROAD 334, 163.7 FEET
 CL1940'EAST-SOUTHEAST OF A 20 INCH WATER OAK TREE ON THE NORTH SIDE OF THE
 CL1940'COUNTY ROAD, AND 2.0 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A
 CL1940'STANDARD BRASS DISK STAMPED---081-210 1978 RM 1---, SET IN THE TOP OF
 CL1940'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1940'GROUND WITH STEEL RODS EMBEDDED.
 CL1940'
 CL1940'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1940'FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEBRUARY 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1944 ***********************************************************************
 CL1944  DESIGNATION -  BV 081 211 GADT
 CL1944  PID         -  CL1944
 CL1944  STATE/COUNTY-  GA/JEFFERSON
 CL1944  USGS QUAD   -  WADLEY (1981)
 CL1944
 CL1944                         *CURRENT SURVEY CONTROL
 CL1944  ___________________________________________________________________
 CL1944* NAD 83(1994)-  32 48 26.75257(N)    082 29 03.31974(W)     ADJUSTED  
 CL1944* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL1944  ___________________________________________________________________
 CL1944  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CL1944  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CL1944
 CL1944  HORZ ORDER  -  SECOND
 CL1944
 CL1944.The horizontal coordinates were established by classical geodetic methods
 CL1944.and adjusted by the National Geodetic Survey in September 1997..
 CL1944
 CL1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1944
 CL1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1944
 CL1944.The geoid height was determined by GEOID03.
 CL1944
 CL1944;                    North         East     Units Scale Factor Converg.
 CL1944;SPC GA E     -   311,291.777   170,258.909   MT  0.99991090   -0 10 19.5
 CL1944;SPC GA E     - 1,021,296.44    558,591.10   sFT  0.99991090   -0 10 19.5
 CL1944;UTM  17      - 3,630,914.428   361,040.153   MT  0.99983810   -0 48 15.6
 CL1944
 CL1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1944!SPC GA E     -   0.99998886  x   0.99991090  =   0.99989976
 CL1944!UTM  17      -   0.99998886  x   0.99983810  =   0.99982696
 CL1944
 CL1944|---------------------------------------------------------------------|
 CL1944| PID    Reference Object                     Distance      Geod. Az  |
 CL1944|                                                           dddmmss.s |
 CL1944| CL1948 BV 081 211 GADT RM 1                 10.747 METERS 23908     |
 CL1944| CL1945 BV 081 211 GADT AZ MK               APPROX. 0.8 KM 2391131.8 |
 CL1944| CL1949 BV 081 211 GADT TPT                  13.100 METERS 28110     |
 CL1944|---------------------------------------------------------------------|
 CL1944
 CL1944                          SUPERSEDED SURVEY CONTROL
 CL1944
 CL1944  NAD 83(1986)-  32 48 26.75724(N)    082 29 03.31792(W) AD(       ) 2
 CL1944  NAD 27      -  32 48 26.18909(N)    082 29 03.85112(W) AD(       ) 2
 CL1944  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL1944
 CL1944.Superseded values are not recommended for survey control.
 CL1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1944.See file dsdata.txt to determine how the superseded data were derived.
 CL1944
 CL1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6104030914(NAD 83)
 CL1944_MARKER: DD = SURVEY DISK
 CL1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1944+STABILITY: SURFACE MOTION
 CL1944
 CL1944  HISTORY     - Date     Condition        Report By
 CL1944  HISTORY     - 1978     MONUMENTED       GADT
 CL1944
 CL1944                          STATION DESCRIPTION
 CL1944
 CL1944'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1944'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTH OF BARTOW, 6-1/4
 CL1944'MILES SOUTHWEST OF WADLEY, AND 8-1/4 MILES NORTH-NORTHEAST OF KITE ON
 CL1944'COUNTY RIGHT OF WAY.
 CL1944'
 CL1944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1944'ROUTE 171) AND U.S. HIGHWAY 319 (STATE ROUTE 78) LOCATED ABOUT 3-1/2
 CL1944'MILES SOUTH OF BARTOW, GO SOUTH ALONG U.S. HIGHWAY 221 (STATE ROUTE
 CL1944'171) FOR 1.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 334
 CL1944'CROSSING.  TURN LEFT GOING EASTERLY ALONG PAVED COUNTY ROAD 334 FOR
 CL1944'1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST ON
 CL1944'COUNTY ROAD 334 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CL1944'
 CL1944'THE STATION IS LOCATED 41 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 CL1944'PAVED COUNTY ROAD 334, 81.0 FEET NORTHWEST OF A POWER POLE WITH A
 CL1944'TRANSFORMER ON THE SOUTHEAST SIDE OF THE ROAD AND NORTHEAST SIDE OF A
 CL1944'DRIVEWAY, 178.0 FEET NORTHEAST OF THE CENTER OF THE EAST END OF AN 18
 CL1944'INCH CONCRETE PIPE UNDER A FIELD ACCESS ROAD TO THE NORTH-NORTHWEST,
 CL1944'AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CL1944'BRASS DISK STAMPED---081-211 1978---, SET IN THE TOP OF A 10 INCH
 CL1944'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND
 CL1944'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1944'STAMPED---081-211 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1944'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1944'
 CL1944'REFERENCE MARK 1 IS LOCATED 40 FEET NORTH-NORTHWEST OF THE CENTERLINE
 CL1944'OF COUNTY ROAD 334, 94.8 FEET NORTHWEST OF THE POWER POLE, 142.8 FEET
 CL1944'NORTHEAST OF THE EAST END OF THE 18 INCH CONCRETE PIPE, AND 3.2 FEET
 CL1944'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1944'STAMPED---081-211 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1944'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1944'STEEL RODS EMBEDDED.
 CL1944'
 CL1944'THE AZIMUTH MARK IS LOCATED 3.0 FEET NORTH-NORTHWEST OF A WITNESS
 CL1944'POST, 42 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 334,
 CL1944'47.3 FEET WEST-SOUTHWEST OF A POWER POLE, 47.1 FEET WEST-SOUTHWEST OF
 CL1944'A RIGHT OF WAY MARKER, AND 120.1 FEET EAST OF THE CENTER OF THE EAST
 CL1944'END OF AN 18 INCH CONCRETE PIPE UNDER A WOODS ACCESS ROAD LEADING TO
 CL1944'THE SOUTHEAST.  IT IS A STANDARD DISK STAMPED---081-211 1978 AZ MK---,
 CL1944'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 CL1944'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1944'
 CL1944'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1944'OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB
 CL1944'1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1945 ***********************************************************************
 CL1945  DESIGNATION -  BV 081 211 GADT AZ MK
 CL1945  PID         -  CL1945
 CL1945  STATE/COUNTY-  GA/JEFFERSON
 CL1945  USGS QUAD   -  WADLEY (1981)
 CL1945
 CL1945                         *CURRENT SURVEY CONTROL
 CL1945  ___________________________________________________________________
 CL1945* NAD 83(1994)-  32 48 13.81434(N)    082 29 29.00984(W)     ADJUSTED  
 CL1945* NAVD 88     -       113.     (meters)     371.     (feet)  VERTCON   
 CL1945  ___________________________________________________________________
 CL1945  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CL1945  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CL1945
 CL1945  HORZ ORDER  -  SECOND
 CL1945
 CL1945.The horizontal coordinates were established by classical geodetic methods
 CL1945.and adjusted by the National Geodetic Survey in September 1997..
 CL1945
 CL1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1945
 CL1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1945
 CL1945.The geoid height was determined by GEOID03.
 CL1945
 CL1945;                    North         East     Units Scale Factor Converg.
 CL1945;SPC GA E     -   310,895.271   169,589.407   MT  0.99991140   -0 10 33.3
 CL1945;SPC GA E     - 1,019,995.57    556,394.58   sFT  0.99991140   -0 10 33.3
 CL1945;UTM  17      - 3,630,525.362   360,366.366   MT  0.99984042   -0 48 29.2
 CL1945
 CL1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1945!SPC GA E     -   0.99998682  x   0.99991140  =   0.99989822
 CL1945!UTM  17      -   0.99998682  x   0.99984042  =   0.99982724
 CL1945
 CL1945                          SUPERSEDED SURVEY CONTROL
 CL1945
 CL1945  NAD 83(1986)-  32 48 13.81903(N)    082 29 29.00804(W) AD(       ) 2
 CL1945  NAD 27      -  32 48 13.25039(N)    082 29 29.54041(W) AD(       ) 2
 CL1945  NGVD 29 (07/19/86)  113.     (m)          371.     (f) VERT ANG       
 CL1945
 CL1945.Superseded values are not recommended for survey control.
 CL1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1945.See file dsdata.txt to determine how the superseded data were derived.
 CL1945
 CL1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6036630525(NAD 83)
 CL1945_MARKER: DD = SURVEY DISK
 CL1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1945+STABILITY: SURFACE MOTION
 CL1945
 CL1945  HISTORY     - Date     Condition        Report By
 CL1945  HISTORY     - 1978     MONUMENTED       GADT
 CL1945
 CL1945                          STATION DESCRIPTION
 CL1945
 CL1945'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1945'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTH OF BARTOW,
 CL1945'6-3/4 MILES SOUTHWEST OF WADLEY, AND 7-3/4 MILES NORTH-NORTHEAST OF
 CL1945'KITE ON COUNTY RIGHT OF WAY.
 CL1945'
 CL1945'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1945'ROUTE 171) AND U.S. HIGHWAY 319 (STATE ROUTE 78) LOCATED ABOUT 3-1/2
 CL1945'MILES SOUTH OF BARTOW, GO SOUTH ALONG U.S. HIGHWAY 221 (STATE ROUTE
 CL1945'171) FOR 1.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 334
 CL1945'CROSSING.  TURN LEFT GOING EASTERLY ALONG PAVED COUNTY ROAD 334 FOR
 CL1945'1.2 MILES TO THE STATION ON THE RIGHT.
 CL1945'
 CL1945'THE STATION IS LOCATED 3.0 FEET NORTH-NORTHWEST OF A WITNESS POST, 42
 CL1945'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 334, 47.3 FEET
 CL1945'WEST-SOUTHWEST OF A POWER POLE, 47.1 FEET WEST-SOUTHWEST OF A RIGHT OF
 CL1945'WAY MARKER, AND 120.1 FEET EAST OF THE EAST END OF AN 18 INCH CONCRETE
 CL1945'PIPE UNDER A WOODS ACCESS ROAD LEADING TO THE SOUTHEAST.  IT IS A
 CL1945'STANDARD BRASS DISK STAMPED---081-211 1978 AZ MK---, SET IN THE TOP OF
 CL1945'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 CL1945'GROUND WITH STEEL RODS EMBEDDED.
 CL1945'
 CL1945'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1945'OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB
 CL1945'1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1948 ***********************************************************************
 CL1948  DESIGNATION -  BV 081 211 GADT RM 1
 CL1948  PID         -  CL1948
 CL1948  STATE/COUNTY-  GA/JEFFERSON
 CL1948  USGS QUAD   -  WADLEY (1981)
 CL1948
 CL1948                         *CURRENT SURVEY CONTROL
 CL1948  ___________________________________________________________________
 CL1948* NAD 83(1994)-  32 48 26.57355(N)    082 29 03.67429(W)     ADJUSTED  
 CL1948* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL1948  ___________________________________________________________________
 CL1948  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CL1948  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CL1948
 CL1948  HORZ ORDER  -  SECOND
 CL1948
 CL1948.The horizontal coordinates were established by classical geodetic methods
 CL1948.and adjusted by the National Geodetic Survey in September 1997..
 CL1948
 CL1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1948
 CL1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1948
 CL1948.The geoid height was determined by GEOID03.
 CL1948
 CL1948;                    North         East     Units Scale Factor Converg.
 CL1948;SPC GA E     -   311,286.290   170,249.669   MT  0.99991091   -0 10 19.7
 CL1948;SPC GA E     - 1,021,278.44    558,560.79   sFT  0.99991091   -0 10 19.7
 CL1948;UTM  17      - 3,630,909.044   361,030.854   MT  0.99983813   -0 48 15.8
 CL1948
 CL1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1948!SPC GA E     -   0.99998886  x   0.99991091  =   0.99989977
 CL1948!UTM  17      -   0.99998886  x   0.99983813  =   0.99982699
 CL1948
 CL1948                          SUPERSEDED SURVEY CONTROL
 CL1948
 CL1948  NAD 83(1986)-  32 48 26.57821(N)    082 29 03.67248(W) AD(       ) 2
 CL1948  NAD 27      -  32 48 26.01006(N)    082 29 04.20566(W) AD(       ) 2
 CL1948  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL1948
 CL1948.Superseded values are not recommended for survey control.
 CL1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1948.See file dsdata.txt to determine how the superseded data were derived.
 CL1948
 CL1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6103130909(NAD 83)
 CL1948_MARKER: DD = SURVEY DISK
 CL1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1948+STABILITY: SURFACE MOTION
 CL1948
 CL1948  HISTORY     - Date     Condition        Report By
 CL1948  HISTORY     - 1978     MONUMENTED       GADT
 CL1948
 CL1948                          STATION DESCRIPTION
 CL1948
 CL1948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1948'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTH OF BARTOW, 6-1/4
 CL1948'MILES SOUTHWEST OF WADLEY, AND 8-1/4 MILES NORTH-NORTHEAST OF KITE ON
 CL1948'COUNTY RIGHT OF WAY.
 CL1948'
 CL1948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1948'ROUTE 171) AND U.S. HIGHWAY 319 (STATE ROUTE 78) LOCATED ABOUT 3-1/2
 CL1948'MILES SOUTH OF BARTOW, GO SOUTH ALONG U.S. HIGHWAY 221 (STATE ROUTE
 CL1948'171) FOR 1.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 334 CROSSING.
 CL1948'TURN LEFT GOING EAST ON PAVED COUNTY ROAD 334 FOR 1.7 MILES TO THE
 CL1948'STATION ON THE LEFT.
 CL1948'
 CL1948'THE STATION IS LOCATED 40 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 CL1948'PAVED COUNTY ROAD 334, 94.8 FEET NORTHWEST OF A POWER POLE ON THE
 CL1948'SOUTHEAST SIDE OF THE ROAD, 142.8 FEET NORTHEAST OF THE EAST END OF AN
 CL1948'18 INCH CONCRETE PIPE UNDER A FIELD ACCESS ROAD LEADING TO THE
 CL1948'NORTH-NORTHWEST, AND 3.2 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT
 CL1948'IS A STANDARD BRASS DISK STAMPED---081-211 1978 RM 1---, SET IN THE
 CL1948'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1948'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1948'
 CL1948'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1948'OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON COUNTY 1974 REVISED FEB
 CL1948'1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1555 ***********************************************************************
 DF1555  DESIGNATION -  BV 081 212 GADT
 DF1555  PID         -  DF1555
 DF1555  STATE/COUNTY-  GA/JEFFERSON
 DF1555  USGS QUAD   -  WRENS (1950)
 DF1555
 DF1555                         *CURRENT SURVEY CONTROL
 DF1555  ___________________________________________________________________
 DF1555* NAD 83(1994)-  33 14 00.64756(N)    082 25 02.41365(W)     ADJUSTED  
 DF1555* NAVD 88     -       143.4    (meters)     470.     (feet)  VERTCON   
 DF1555  ___________________________________________________________________
 DF1555  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DF1555  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF1555
 DF1555  HORZ ORDER  -  SECOND
 DF1555
 DF1555.The horizontal coordinates were established by classical geodetic methods
 DF1555.and adjusted by the National Geodetic Survey in September 1997..
 DF1555
 DF1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1555
 DF1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1555
 DF1555.The geoid height was determined by GEOID03.
 DF1555
 DF1555;                    North         East     Units Scale Factor Converg.
 DF1555;SPC GA E     -   358,524.941   176,638.250   MT  0.99990673   -0 08 14.6
 DF1555;SPC GA E     - 1,176,260.58    579,520.66   sFT  0.99990673   -0 08 14.6
 DF1555;UTM  17      - 3,678,070.006   367,942.725   MT  0.99981501   -0 46 36.8
 DF1555
 DF1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1555!SPC GA E     -   0.99998205  x   0.99990673  =   0.99988878
 DF1555!UTM  17      -   0.99998205  x   0.99981501  =   0.99979706
 DF1555
 DF1555|---------------------------------------------------------------------|
 DF1555| PID    Reference Object                     Distance      Geod. Az  |
 DF1555|                                                           dddmmss.s |
 DF1555| DF1554 BV 081 212 GADT RM 1                 21.907 METERS 09847     |
 DF1555| DF1553 BV 081 212 GADT AZ MK               APPROX. 0.6 KM 0985813.2 |
 DF1555| DF1548 WRENS NW MUN TK                     APPROX. 2.7 KM 1331501.6 |
 DF1555|---------------------------------------------------------------------|
 DF1555
 DF1555                          SUPERSEDED SURVEY CONTROL
 DF1555
 DF1555  NAD 83(1986)-  33 14 00.65239(N)    082 25 02.41041(W) AD(       ) 2
 DF1555  NAD 27      -  33 14 00.13007(N)    082 25 02.95761(W) AD(       ) 2
 DF1555  NGVD 29 (07/19/86)  143.6    (m)          471.     (f) VERT ANG       
 DF1555
 DF1555.Superseded values are not recommended for survey control.
 DF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1555.See file dsdata.txt to determine how the superseded data were derived.
 DF1555
 DF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6794378070(NAD 83)
 DF1555_MARKER: DD = SURVEY DISK
 DF1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1555+STABILITY: SURFACE MOTION
 DF1555
 DF1555  HISTORY     - Date     Condition        Report By
 DF1555  HISTORY     - 1980     MONUMENTED       GADT
 DF1555
 DF1555                          STATION DESCRIPTION
 DF1555
 DF1555'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1555'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) NORTHWEST OF
 DF1555'WRENS, 4.8 KM (3 MI) EAST-NORTHEAST OF STAPLETON, AND 17.2 KM
 DF1555'(10-3/4 MI) WEST OF KEYSVILLE.
 DF1555'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1555'
 DF1555'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND STATE
 DF1555'ROUTE 17 APPROXIMATELY 3.85 KM (2.4 MI) NORTHWEST OF WRENS, GO
 DF1555'WEST THEN NORTHWEST ALONG STATE ROUTE 16 FOR 0.4 KM (0.25 MI) TO
 DF1555'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST ALONG STATE
 DF1555'ROUTE 16 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF COUNTY PAVED ROAD
 DF1555'59 TO THE LEFT AND THE STATION ON THE RIGHT.
 DF1555'
 DF1555'THE STATION IS A STANDARD GADT DISK
 DF1555'STAMPED---081-212 1980---,
 DF1555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1555'FLUSH WITH GROUND.  IT IS LOCATED
 DF1555'14.94 METERS (49.00 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 DF1555'ROUTE 16,
 DF1555'57.25 METERS (187.9 FT) NORTHWEST FROM A POWER POLE, AND
 DF1555'1.01 METERS (3.300 FT) SOUTHWEST FROM A WITNESS POST.
 DF1555'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1555'STAMPED---081-212 1980---,
 DF1555'SET INTO AN IRREGULAR MASS OF CONCRETE .75 METERS BELOW THE SURFACE.
 DF1555'
 DF1555'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1555'STAMPED---081-212 1980 RM 1---,
 DF1555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1555'FLUSH WITH GROUND.  IT IS LOCATED
 DF1555'14.48 METERS (47.50 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1555'STATE ROUTE 16,
 DF1555'35.36 METERS (116.0 FT) NORTHWEST FROM THE POWER POLE, AND
 DF1555'0.94 METER (3.100 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1555'MARK IS LEVEL WITH STATION.
 DF1555'
 DF1555'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1555'STAMPED---081-212 1980 AZ MK---,
 DF1555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1555'FLUSH WITH GROUND.  IT IS LOCATED
 DF1555'17.53 METERS (57.50 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1555'STATE ROUTE 16,
 DF1555'17.68 METERS (58.00 FT) EAST FROM A 6 INCH CHERRY TREE AT THE
 DF1555'FENCE LINE, AND
 DF1555'0.97 METER (3.200 FT) NORTH-NORTHEAST FROM A WITNESS POST AT THE
 DF1555'FENCE LINE.
 DF1555'
 DF1555'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1555'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1555'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1553 ***********************************************************************
 DF1553  DESIGNATION -  BV 081 212 GADT AZ MK
 DF1553  PID         -  DF1553
 DF1553  STATE/COUNTY-  GA/JEFFERSON
 DF1553  USGS QUAD   -  WRENS (1950)
 DF1553
 DF1553                         *CURRENT SURVEY CONTROL
 DF1553  ___________________________________________________________________
 DF1553* NAD 83(1994)-  33 13 57.63802(N)    082 24 39.73180(W)     ADJUSTED  
 DF1553* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 DF1553  ___________________________________________________________________
 DF1553  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 DF1553  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DF1553
 DF1553  HORZ ORDER  -  SECOND
 DF1553
 DF1553.The horizontal coordinates were established by classical geodetic methods
 DF1553.and adjusted by the National Geodetic Survey in September 1997..
 DF1553
 DF1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1553
 DF1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1553
 DF1553.The geoid height was determined by GEOID03.
 DF1553
 DF1553;                    North         East     Units Scale Factor Converg.
 DF1553;SPC GA E     -   358,430.842   177,225.224   MT  0.99990639   -0 08 02.1
 DF1553;SPC GA E     - 1,175,951.85    581,446.42   sFT  0.99990639   -0 08 02.1
 DF1553;UTM  17      - 3,677,969.371   368,528.559   MT  0.99981311   -0 46 24.3
 DF1553
 DF1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1553!SPC GA E     -   0.99998228  x   0.99990639  =   0.99988868
 DF1553!UTM  17      -   0.99998228  x   0.99981311  =   0.99979540
 DF1553
 DF1553                          SUPERSEDED SURVEY CONTROL
 DF1553
 DF1553  NAD 83(1986)-  33 13 57.64284(N)    082 24 39.72857(W) AD(       ) 2
 DF1553  NAD 27      -  33 13 57.12052(N)    082 24 40.27639(W) AD(       ) 2
 DF1553  NGVD 29 (07/19/86)  142.1    (m)          466.     (f) VERT ANG       
 DF1553
 DF1553.Superseded values are not recommended for survey control.
 DF1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1553.See file dsdata.txt to determine how the superseded data were derived.
 DF1553
 DF1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6852977969(NAD 83)
 DF1553_MARKER: DD = SURVEY DISK
 DF1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1553+STABILITY: SURFACE MOTION
 DF1553
 DF1553  HISTORY     - Date     Condition        Report By
 DF1553  HISTORY     - 1980     MONUMENTED       GADT
 DF1553
 DF1553                          STATION DESCRIPTION
 DF1553
 DF1553'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1553'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTHWEST OF WRENS,
 DF1553'5.8 KM (3-1/2 MI) NORTHEAST OF STAPLETON, AND 16.5 KM (10-1/4
 DF1553'MI) WEST OF KEYSVILLE.
 DF1553'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1553'
 DF1553'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND STATE
 DF1553'ROUTE 17 APPROXIMATELY 3.85 KM (2.4 MI) NORTHWEST OF WRENS, GO
 DF1553'WEST THEN NORTHWEST ALONG STATE ROUTE 16 FOR 0.4 KM (0.25 MI) TO
 DF1553'THE STATION ON THE LEFT.
 DF1553'
 DF1553'THE STATION IS A STANDARD GADT DISK
 DF1553'STAMPED---081-212 1980 AZ MK---,
 DF1553'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1553'FLUSH WITH GROUND.  IT IS LOCATED
 DF1553'17.53 METERS (57.50 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1553'STATE ROUTE 16,
 DF1553'17.68 METERS (58.00 FT) EAST FROM A 6 INCH CHERRY TREE AT THE
 DF1553'FENCE LINE, AND
 DF1553'0.97 METER (3.200 FT) NORTH-NORTHEAST FROM A WITNESS POST AT THE
 DF1553'FENCE LINE.
 DF1553'
 DF1553'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1553'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1476 ***********************************************************************
 DF1476  DESIGNATION -  BV 081 213 GADT
 DF1476  PID         -  DF1476
 DF1476  STATE/COUNTY-  GA/JEFFERSON
 DF1476  USGS QUAD   -  MATTHEWS (1950)
 DF1476
 DF1476                         *CURRENT SURVEY CONTROL
 DF1476  ___________________________________________________________________
 DF1476* NAD 83(1994)-  33 10 16.42996(N)    082 17 17.78907(W)     ADJUSTED  
 DF1476* NAVD 88     -       112.4    (meters)     369.     (feet)  VERTCON   
 DF1476  ___________________________________________________________________
 DF1476  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 DF1476  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DF1476
 DF1476  HORZ ORDER  -  SECOND
 DF1476
 DF1476.The horizontal coordinates were established by classical geodetic methods
 DF1476.and adjusted by the National Geodetic Survey in September 1997..
 DF1476
 DF1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1476
 DF1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1476
 DF1476.The geoid height was determined by GEOID03.
 DF1476
 DF1476;                    North         East     Units Scale Factor Converg.
 DF1476;SPC GA E     -   351,596.560   188,658.468   MT  0.99990159   -0 03 59.5
 DF1476;SPC GA E     - 1,153,529.71    618,956.99   sFT  0.99990159   -0 03 59.5
 DF1476;UTM  17      - 3,671,008.769   379,883.646   MT  0.99977789   -0 42 17.8
 DF1476
 DF1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1476!SPC GA E     -   0.99998696  x   0.99990159  =   0.99988855
 DF1476!UTM  17      -   0.99998696  x   0.99977789  =   0.99976485
 DF1476
 DF1476:                Primary Azimuth Mark                     Grid Az
 DF1476:SPC GA E     -  BV 081 213 GADT AZ MK                    115 51 19.6
 DF1476:UTM  17      -  BV 081 213 GADT AZ MK                    116 29 37.9
 DF1476
 DF1476|---------------------------------------------------------------------|
 DF1476| PID    Reference Object                     Distance      Geod. Az  |
 DF1476|                                                           dddmmss.s |
 DF1476| DF1475 BV 081 213 GADT AZ MK               APPROX. 0.6 KM 1154720.1 |
 DF1476| DF1477 BV 081 213 GADT RM 1                 24.099 METERS 20253     |
 DF1476|---------------------------------------------------------------------|
 DF1476
 DF1476                          SUPERSEDED SURVEY CONTROL
 DF1476
 DF1476  NAD 83(1986)-  33 10 16.43453(N)    082 17 17.78543(W) AD(       ) 2
 DF1476  NAD 27      -  33 10 15.90840(N)    082 17 18.33966(W) AD(       ) 2
 DF1476  NGVD 29 (07/19/86)  112.6    (m)          369.     (f) VERT ANG       
 DF1476
 DF1476.Superseded values are not recommended for survey control.
 DF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1476.See file dsdata.txt to determine how the superseded data were derived.
 DF1476
 DF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7988471009(NAD 83)
 DF1476_MARKER: DD = SURVEY DISK
 DF1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1476+STABILITY: SURFACE MOTION
 DF1476
 DF1476  HISTORY     - Date     Condition        Report By
 DF1476  HISTORY     - 1980     MONUMENTED       GADT
 DF1476
 DF1476                          STATION DESCRIPTION
 DF1476
 DF1476'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1476'THE STATION IS LOCATED ABOUT 22.2 KM (13-3/4 MI) NORTH
 DF1476'NORTHEAST OF LOUISVILLE, 10.5 KM (6-1/2 MI) EAST-SOUTHEAST OF
 DF1476'WRENS, AND 15.2 KM (9-1/2 MI) NORTH OF VIDETTE.
 DF1476'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1476'
 DF1476'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND STATE
 DF1476'ROUTE 80, ABOUT 1.0 KM (0.6 MI) EAST OF WRENS, GO SOUTH THEN
 DF1476'SOUTHEAST ALONG STATE ROUTE 80 FOR 5.5 KM (3.4 MI) TO THE JUNCTION
 DF1476'OF COUNTY PAVED ROAD 92139 CROSSING IN THE SMALL COMMUNITY OF
 DF1476'STELLAVILLE.  CONTINUE SOUTHEASTERLY ALONG STATE ROUTE 80 FOR 2.75
 DF1476'KM (1.7 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 15 TO THE LEFT
 DF1476'AT BRUSHY CREEK.  CONTINUE SOUTHEAST ALONG STATE ROUTE 80 FOR
 DF1476'2.0 KM (1.25 MI) TO THE STATION ON THE LEFT.
 DF1476'
 DF1476'THE STATION IS A STANDARD GADT DISK
 DF1476'STAMPED---081-213 1980---,
 DF1476'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1476'FLUSH WITH GROUND.  IT IS LOCATED
 DF1476'12.80 METERS (42.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE
 DF1476'OF STATE ROUTE 80,
 DF1476'47.46 METERS (155.7 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1476'2.41 METERS (7.9 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1476'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1476'STAMPED---081-213 1980---,
 DF1476'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1476'
 DF1476'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1476'STAMPED---081-213 1980 RM 1---,
 DF1476'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1476'FLUSH WITH GROUND.  IT IS LOCATED
 DF1476'11.43 METERS (37.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1476'STATE ROUTE 80,
 DF1476'55.00 METERS (180.5 FT) SOUTH-SOUTHEAST FROM THE POWER POLE ON
 DF1476'THE NORTH SIDE OF THE HIGHWAY, AND
 DF1476'0.95 METER (3.1 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DF1476'MARK IS LEVEL WITH STATION.
 DF1476'
 DF1476'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1476'STAMPED---081-213 1980 AZ MK---,
 DF1476'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1476'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1476'10.82 METERS (35.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1476'STATE ROUTE 80,
 DF1476'7.01 METERS (23.0 FT) NORTHWEST FROM THE CENTER OF THE DIRT ROAD
 DF1476'TO SMITH GROVE BAPTIST CHURCH,
 DF1476'15.76 METERS (51.7 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1476'1.25 METERS (4.1 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1476'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 DF1476'STATE ROUTE 80 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE
 DF1476'LEFT AT A DIRT ROAD LEADING TO SMITH GROVE BAPTIST CHURCH.
 DF1476'
 DF1476'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1476'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1476'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1475 ***********************************************************************
 DF1475  DESIGNATION -  BV 081 213 GADT AZ MK
 DF1475  PID         -  DF1475
 DF1475  STATE/COUNTY-  GA/JEFFERSON
 DF1475  USGS QUAD   -  MATTHEWS (1950)
 DF1475
 DF1475                         *CURRENT SURVEY CONTROL
 DF1475  ___________________________________________________________________
 DF1475* NAD 83(1994)-  33 10 07.57354(N)    082 16 55.99596(W)     ADJUSTED  
 DF1475* NAVD 88     -       114.8    (meters)     377.     (feet)  VERTCON   
 DF1475  ___________________________________________________________________
 DF1475  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DF1475  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 DF1475
 DF1475  HORZ ORDER  -  SECOND
 DF1475
 DF1475.The horizontal coordinates were established by classical geodetic methods
 DF1475.and adjusted by the National Geodetic Survey in September 1997..
 DF1475
 DF1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1475
 DF1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1475
 DF1475.The geoid height was determined by GEOID03.
 DF1475
 DF1475;                    North         East     Units Scale Factor Converg.
 DF1475;SPC GA E     -   351,323.102   189,222.748   MT  0.99990143   -0 03 47.6
 DF1475;SPC GA E     - 1,152,632.54    620,808.30   sFT  0.99990143   -0 03 47.6
 DF1475;UTM  17      - 3,670,729.076   380,444.775   MT  0.99977623   -0 42 05.7
 DF1475
 DF1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1475!SPC GA E     -   0.99998658  x   0.99990143  =   0.99988801
 DF1475!UTM  17      -   0.99998658  x   0.99977623  =   0.99976282
 DF1475
 DF1475                          SUPERSEDED SURVEY CONTROL
 DF1475
 DF1475  NAD 83(1986)-  33 10 07.57811(N)    082 16 55.99233(W) AD(       ) 2
 DF1475  NAD 27      -  33 10 07.05179(N)    082 16 56.54715(W) AD(       ) 2
 DF1475  NGVD 29 (07/19/86)  115.0    (m)          377.     (f) VERT ANG       
 DF1475
 DF1475.Superseded values are not recommended for survey control.
 DF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1475.See file dsdata.txt to determine how the superseded data were derived.
 DF1475
 DF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8044570729(NAD 83)
 DF1475_MARKER: DD = SURVEY DISK
 DF1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1475+STABILITY: SURFACE MOTION
 DF1475
 DF1475  HISTORY     - Date     Condition        Report By
 DF1475  HISTORY     - 1980     MONUMENTED       GADT
 DF1475
 DF1475                          STATION DESCRIPTION
 DF1475
 DF1475'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1475'THE STATION IS LOCATED ABOUT 21.8 KM (13-1/2 MI) NORTH
 DF1475'NORTHEAST OF LOUISVILLE, 11.2 KM (7 MI) EAST-SOUTHEAST OF WRENS
 DF1475'AND 15 KM (9-1/4 MI) NORTH OF VIDETTE.
 DF1475'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1475'
 DF1475'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1475'STATE ROUTE 80 , ABOUT 1.0 KM (0.6 MI) EAST OF WRENS, GO SOUTH
 DF1475'THEN SOUTHEAST ALONG STATE ROUTE 80 FOR 5.5 KM (3.4 MI) TO THE
 DF1475'JUNCTION OF COUNTY PAVED ROAD 92139 CROSSING IN THE SMALL
 DF1475'COMMUNITY OF STELLAVILLE.  CONTINUE SOUTHEAST ALONG STATE
 DF1475'ROUTE 80 FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 DF1475'15 TO THE LEFT AT BRUSHY CREEK.  CONTINUE SOUTHEAST ALONG STATE
 DF1475'ROUTE 80 FOR 2.65 KM (1.65 MI) TO THE STATION ON THE LEFT AT A
 DF1475'DIRT ROAD LEADING TO SMITH GROVE BAPTIST CHURCH.
 DF1475'
 DF1475'THE STATION IS A STANDARD GADT DISK
 DF1475'STAMPED---081-213 1980 AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE
 DF1475'MONUMENT 25.4 CM IN DIAMETER RECESSED 5.1 CM BELOW THE GROUND.
 DF1475'IT IS LOCATED 10.82 METERS (35.5 FT) NORTH-NORTHEAST FROM THE
 DF1475'CENTERLINE OF STATE ROUTE 80,
 DF1475'7.01 METERS (23 FR) NORTHWEST FROM THE CENTERLINE OF A DIRT ROAD
 DF1475'LEADING TO SMITH GROVE BAPTIST CHURCH,
 DF1475'15.76 METERS (51.7 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1475'1.25 METERS (4.1 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1475'
 DF1475'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1475'COUNTY GA. 1974. REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1557 ***********************************************************************
 DF1557  DESIGNATION -  BV 081 214 GADT
 DF1557  PID         -  DF1557
 DF1557  STATE/COUNTY-  GA/JEFFERSON
 DF1557  USGS QUAD   -  WRENS (1950)
 DF1557
 DF1557                         *CURRENT SURVEY CONTROL
 DF1557  ___________________________________________________________________
 DF1557* NAD 83(1994)-  33 09 29.68406(N)    082 27 20.11052(W)     ADJUSTED  
 DF1557* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 DF1557  ___________________________________________________________________
 DF1557  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DF1557  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DF1557
 DF1557  HORZ ORDER  -  SECOND
 DF1557
 DF1557.The horizontal coordinates were established by classical geodetic methods
 DF1557.and adjusted by the National Geodetic Survey in September 1997..
 DF1557
 DF1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1557
 DF1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1557
 DF1557.The geoid height was determined by GEOID03.
 DF1557
 DF1557;                    North         East     Units Scale Factor Converg.
 DF1557;SPC GA E     -   350,187.153   173,050.487   MT  0.99990895   -0 09 28.9
 DF1557;SPC GA E     - 1,148,905.68    567,749.81   sFT  0.99990895   -0 09 28.9
 DF1557;UTM  17      - 3,669,773.460   364,262.537   MT  0.99982717   -0 47 46.5
 DF1557
 DF1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1557!SPC GA E     -   0.99998467  x   0.99990895  =   0.99989362
 DF1557!UTM  17      -   0.99998467  x   0.99982717  =   0.99981184
 DF1557
 DF1557:                Primary Azimuth Mark                     Grid Az
 DF1557:SPC GA E     -  BV 081 214 GADT AZ MK                    057 24 30.8
 DF1557:UTM  17      -  BV 081 214 GADT AZ MK                    058 02 48.4
 DF1557
 DF1557|---------------------------------------------------------------------|
 DF1557| PID    Reference Object                     Distance      Geod. Az  |
 DF1557|                                                           dddmmss.s |
 DF1557| DF1556 BV 081 214 GADT AZ MK               APPROX. 0.5 KM 0571501.9 |
 DF1557| DF1558 BV 081 214 GADT RM 1                 22.101 METERS 23044     |
 DF1557|---------------------------------------------------------------------|
 DF1557
 DF1557                          SUPERSEDED SURVEY CONTROL
 DF1557
 DF1557  NAD 83(1986)-  33 09 29.68898(N)    082 27 20.10766(W) AD(       ) 2
 DF1557  NAD 27      -  33 09 29.15816(N)    082 27 20.65194(W) AD(       ) 2
 DF1557  NGVD 29 (07/19/86)  126.8    (m)          416.     (f) VERT ANG       
 DF1557
 DF1557.Superseded values are not recommended for survey control.
 DF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1557.See file dsdata.txt to determine how the superseded data were derived.
 DF1557
 DF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6426369773(NAD 83)
 DF1557_MARKER: DD = SURVEY DISK
 DF1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1557+STABILITY: SURFACE MOTION
 DF1557
 DF1557  HISTORY     - Date     Condition        Report By
 DF1557  HISTORY     - 1980     MONUMENTED       GADT
 DF1557
 DF1557                          STATION DESCRIPTION
 DF1557
 DF1557'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1557'THE STATION IS LOCATED ABOUT 8.5 KM (5-1/4 MI) SOUTHWEST OF
 DF1557'WRENS, 6.5 KM (4 MI) SOUTH OF STAPLETON, 6.8 KM (4-3/4 MI)
 DF1557'SOUTHEAST OF AVERA ON STATE RIGHT OF WAY.
 DF1557'
 DF1557'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 296 AND
 DF1557'STATE ROUTE 88, GO NORTHEAST ALONG STATE ROUTE 88 FOR 0.1 KM
 DF1557'(0.05 MI) TO THE STATION ON THE LEFT.
 DF1557'
 DF1557'THE STATION IS A STANDARD GADT DISK
 DF1557'STAMPED---081-214 1980---,
 DF1557'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1557'FLUSH WITH GROUND.  IT IS LOCATED
 DF1557'11.73 METERS (38.50 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 DF1557'ROUTE 88, AND
 DF1557'0.49 METER (1.60 FT) SOUTHEAST FROM A WITNESS POST SET AT A FENCE
 DF1557'LINE.
 DF1557'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1557'STAMPED---081-214 1980---,
 DF1557'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1557'
 DF1557'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1557'STAMPED---081-214 1980 RM 1---,
 DF1557'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1557'FLUSH WITH GROUND.  IT IS LOCATED
 DF1557'9.75 METERS (32.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 DF1557'ROUTE 88, AND
 DF1557'2.28 METERS (7.50 FT) SOUTHEAST FROM A WITNESS POST SE AT A
 DF1557'FENCELINE.
 DF1557'MARK IS LEVEL WITH STATION.
 DF1557'
 DF1557'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1557'STAMPED---081-214 1980 AZ MK---,
 DF1557'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1557'FLUSH WITH GROUND.  IT IS LOCATED
 DF1557'11.74 METERS (38.50 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 DF1557'ROUTE 88,
 DF1557'46.88 METERS (153.8 FT) EAST-NORTHEAST FROM THE EAST END OF AN 18
 DF1557'INCH CONCRETE PIPE UNDER A DIRT DRIVE,
 DF1557'2.44 METERS (8.00 FT) NORTH FROM A 10 INCH PINE TREE, AND
 DF1557'0.51 METER (1.7 FT) NORTHWEST FROM A WITNESS POST.
 DF1557'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG STATE
 DF1557'ROUTE 88 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DF1557'
 DF1557'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1557'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1557'COUNTY GA.  1974.  REVISED DECEMBER 1974.
 DF1557'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1556 ***********************************************************************
 DF1556  DESIGNATION -  BV 081 214 GADT AZ MK
 DF1556  PID         -  DF1556
 DF1556  STATE/COUNTY-  GA/JEFFERSON
 DF1556  USGS QUAD   -  WRENS (1950)
 DF1556
 DF1556                         *CURRENT SURVEY CONTROL
 DF1556  ___________________________________________________________________
 DF1556* NAD 83(1994)-  33 09 38.76992(N)    082 27 03.31532(W)     ADJUSTED  
 DF1556* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 DF1556  ___________________________________________________________________
 DF1556  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DF1556  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF1556
 DF1556  HORZ ORDER  -  SECOND
 DF1556
 DF1556.The horizontal coordinates were established by classical geodetic methods
 DF1556.and adjusted by the National Geodetic Survey in September 1997..
 DF1556
 DF1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1556
 DF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1556
 DF1556.The geoid height was determined by GEOID03.
 DF1556
 DF1556;                    North         East     Units Scale Factor Converg.
 DF1556;SPC GA E     -   350,465.850   173,486.416   MT  0.99990866   -0 09 19.7
 DF1556;SPC GA E     - 1,149,820.04    569,180.02   sFT  0.99990866   -0 09 19.7
 DF1556;UTM  17      - 3,670,047.261   364,701.507   MT  0.99982570   -0 47 37.5
 DF1556
 DF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1556!SPC GA E     -   0.99998456  x   0.99990866  =   0.99989322
 DF1556!UTM  17      -   0.99998456  x   0.99982570  =   0.99981027
 DF1556
 DF1556                          SUPERSEDED SURVEY CONTROL
 DF1556
 DF1556  NAD 83(1986)-  33 09 38.77484(N)    082 27 03.31247(W) AD(       ) 2
 DF1556  NAD 27      -  33 09 38.24428(N)    082 27 03.85725(W) AD(       ) 2
 DF1556  NGVD 29 (07/19/86)  127.5    (m)          418.     (f) VERT ANG       
 DF1556
 DF1556.Superseded values are not recommended for survey control.
 DF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1556.See file dsdata.txt to determine how the superseded data were derived.
 DF1556
 DF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6470270047(NAD 83)
 DF1556_MARKER: DD = SURVEY DISK
 DF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1556+STABILITY: SURFACE MOTION
 DF1556
 DF1556  HISTORY     - Date     Condition        Report By
 DF1556  HISTORY     - 1980     MONUMENTED       GADT
 DF1556
 DF1556                          STATION DESCRIPTION
 DF1556
 DF1556'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1556'THE STATION IS LOCATED ABOUT 7.5 KM (4-3/4 MI) SOUTHWEST OF
 DF1556'WRENS, 6.1 KM (3-3/4 MI) SOUTH-SOUTHEAST OF STAPLETON, 8.2 KM
 DF1556'(4-1/2 MI) EAST-SOUTHEAST OF AVERA ON STATE RIGHT OF WAY.
 DF1556'
 DF1556'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 296 AND
 DF1556'STATE ROUTE 88, GO NORTHEAST ALONG STATE ROUTE 88 FOR 0.6 KM
 DF1556'(0.35 MI) TO THE STATION ON THE LEFT.
 DF1556'
 DF1556'THE STATION IS A STANDARD GADT DISK
 DF1556'STAMPED---081-214 1980 AZ MK---,
 DF1556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1556'FLUSH WITH GROUND.  IT IS LOCATED
 DF1556'11.74 METERS (38.50 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 DF1556'ROUTE 88,
 DF1556'46.88 METERS (153.8 FT) EAST-NORTHEAST FROM THE EAST END OF AN 18
 DF1556'INCH CONCRETE PIPE UNDER A DIRT DRIVE,
 DF1556'2.44 METERS (8.00 FT) NORTH FROM A 10 INCH PINE TREE, AND
 DF1556'0.51 METER (1.7 FT) NORTHWEST FROM A WITNESS POST.
 DF1556'
 DF1556'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1556'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1479 ***********************************************************************
 DF1479  DESIGNATION -  BV 081 215 GADT
 DF1479  PID         -  DF1479
 DF1479  STATE/COUNTY-  GA/JEFFERSON
 DF1479  USGS QUAD   -  MATTHEWS (1950)
 DF1479
 DF1479                         *CURRENT SURVEY CONTROL
 DF1479  ___________________________________________________________________
 DF1479* NAD 83(1994)-  33 12 56.27146(N)    082 17 19.41916(W)     ADJUSTED  
 DF1479* NAVD 88     -       116.9    (meters)     384.     (feet)  VERTCON   
 DF1479  ___________________________________________________________________
 DF1479  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DF1479  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DF1479
 DF1479  HORZ ORDER  -  SECOND
 DF1479
 DF1479.The horizontal coordinates were established by classical geodetic methods
 DF1479.and adjusted by the National Geodetic Survey in September 1997..
 DF1479
 DF1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1479
 DF1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1479
 DF1479.The geoid height was determined by GEOID03.
 DF1479
 DF1479;                    North         East     Units Scale Factor Converg.
 DF1479;SPC GA E     -   356,520.478   188,621.981   MT  0.99990160   -0 04 00.7
 DF1479;SPC GA E     - 1,169,684.27    618,837.28   sFT  0.99990160   -0 04 00.7
 DF1479;UTM  17      - 3,675,932.179   379,902.055   MT  0.99977783   -0 42 21.7
 DF1479
 DF1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1479!SPC GA E     -   0.99998625  x   0.99990160  =   0.99988785
 DF1479!UTM  17      -   0.99998625  x   0.99977783  =   0.99976409
 DF1479
 DF1479|---------------------------------------------------------------------|
 DF1479| PID    Reference Object                     Distance      Geod. Az  |
 DF1479|                                                           dddmmss.s |
 DF1479| DF1478 BV 081 215 GADT RM 1                 24.341 METERS 09600     |
 DF1479| DF1480 BV 081 215 GADT AZ MK               419.561 METERS 2753458.1 |
 DF1479|---------------------------------------------------------------------|
 DF1479
 DF1479                          SUPERSEDED SURVEY CONTROL
 DF1479
 DF1479  NAD 83(1986)-  33 12 56.27597(N)    082 17 19.41545(W) AD(       ) 2
 DF1479  NAD 27      -  33 12 55.75394(N)    082 17 19.97003(W) AD(       ) 2
 DF1479  NGVD 29 (07/19/86)  117.1    (m)          384.     (f) VERT ANG       
 DF1479
 DF1479.Superseded values are not recommended for survey control.
 DF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1479.See file dsdata.txt to determine how the superseded data were derived.
 DF1479
 DF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7990275932(NAD 83)
 DF1479_MARKER: DD = SURVEY DISK
 DF1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1479+STABILITY: SURFACE MOTION
 DF1479
 DF1479  HISTORY     - Date     Condition        Report By
 DF1479  HISTORY     - 1980     MONUMENTED       GADT
 DF1479
 DF1479                          STATION DESCRIPTION
 DF1479
 DF1479'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1479'THE STATION IS LOCATED ABOUT 29.5 KM (18-1/4 MI) WEST-NORTHWEST
 DF1479'OF WAYNESBORO, 9.2 KM (5-3/4 MI) EAST OF WRENS, AND 5.8 KM
 DF1479'(3-1/2 MI) WEST-SOUTHWEST OF KEYSVILLE.
 DF1479'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1479'
 DF1479'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND
 DF1479'STATE ROUTE 88 APPROXIMATELY 0.8 KM (0.5 MI) EAST OF WRENS, GO
 DF1479'EAST ALONG STATE ROUTE 88 FOR 6.4 KM (3.95 MI) TO THE JUNCTION
 DF1479'OF COUNTY PAVED ROAD 92139 CROSSING IN THE COMMUNITY OF MATHEWS.
 DF1479'CONTINUE EAST ALONG STATE ROUTE 88 FOR 0.3 KM (0.2 MI) TO THE
 DF1479'JUNCTION OF COUNTY PAVED ROAD 22 FORKING TO THE LEFT.  TURN LEFT
 DF1479'AND GO NORTHEAST ALONG COUNTY ROAD 22 FOR 1.1 KM (0.7 MI) TO THE
 DF1479'JUNCTION OF COUNTY DIRT ROAD 24 FORKING TO THE LEFT.  CONTINUE
 DF1479'NORTHEAST ALONG COUNTY ROAD 22 FOR 0.3 KM (0.2 MI) TO THE
 DF1479'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ALONG COUNTY ROAD
 DF1479'22 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 DF1479'
 DF1479'THE STATION IS A STANDARD GADT DISK
 DF1479'STAMPED---081-215 1980---,
 DF1479'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1479'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1479'11.28 METERS (37.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1479'ROAD 22,
 DF1479'20.27 METERS (66.50 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A 24
 DF1479'INCH CONCRETE SIDE DRAIN PIPE ON THE NORTH SIDE OF THE ROAD,
 DF1479'5.33 METERS (17.50 FT) SOUTHEAST FROM THE EAST END OF AN 18 INCH
 DF1479'CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE SOUTH,
 DF1479'3.93 METERS (12.90 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DF1479'1.07 METERS (3.50 FT) NORTH FROM A WITNESS POST.
 DF1479'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1479'STAMPED---081-215 1980---,
 DF1479'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1479'
 DF1479'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1479'STAMPED---081-215 1980 RM 1---,
 DF1479'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1479'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1479'9.91 METERS (32.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1479'ROAD 22,
 DF1479'27.31 METERS (89.60 FT) EAST FROM THE EAST END OF THE 18 INCH
 DF1479'CONCRETE SIDE DRAIN PIPE UNDER THE DRIVE TO THE SOUTH,
 DF1479'27.92 METERS (91.60 FT) EAST FROM THE POWER POLE, AND
 DF1479'2.23 METERS (7.30 FT) NORTH FROM A WITNESS POST.
 DF1479'MARK IS LEVEL WITH STATION.
 DF1479'
 DF1479'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1479'STAMPED---081-215 1980 AZ MK---,
 DF1479'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1479'FLUSH WITH GROUND.  IT IS LOCATED
 DF1479'10.73 METERS (35.20 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1479'ROAD 22,
 DF1479'16.89 METERS (55.40 FT) EAST-SOUTHEAST FROM THE EAST END OF AN 18
 DF1479'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVE TO THE SOUTH,
 DF1479'5.55 METERS (18.20 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 DF1479'5.52 METERS (18.10 FT) NORTH FROM A WITNESS POST.
 DF1479'
 DF1479'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1479'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1479'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1480 ***********************************************************************
 DF1480  DESIGNATION -  BV 081 215 GADT AZ MK
 DF1480  PID         -  DF1480
 DF1480  STATE/COUNTY-  GA/JEFFERSON
 DF1480  USGS QUAD   -  MATTHEWS (1950)
 DF1480
 DF1480                         *CURRENT SURVEY CONTROL
 DF1480  ___________________________________________________________________
 DF1480* NAD 83(1994)-  33 12 57.59605(N)    082 17 35.54421(W)     ADJUSTED  
 DF1480* NAVD 88     -       116.3    (meters)     382.     (feet)  VERTCON   
 DF1480  ___________________________________________________________________
 DF1480  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DF1480  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DF1480
 DF1480  HORZ ORDER  -  SECOND
 DF1480
 DF1480.The horizontal coordinates were established by classical geodetic methods
 DF1480.and adjusted by the National Geodetic Survey in September 1997..
 DF1480
 DF1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1480
 DF1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1480
 DF1480.The geoid height was determined by GEOID03.
 DF1480
 DF1480;                    North         East     Units Scale Factor Converg.
 DF1480;SPC GA E     -   356,561.778   188,204.499   MT  0.99990171   -0 04 09.5
 DF1480;SPC GA E     - 1,169,819.77    617,467.59   sFT  0.99990171   -0 04 09.5
 DF1480;UTM  17      - 3,675,978.128   379,485.112   MT  0.99977907   -0 42 30.6
 DF1480
 DF1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1480!SPC GA E     -   0.99998634  x   0.99990171  =   0.99988806
 DF1480!UTM  17      -   0.99998634  x   0.99977907  =   0.99976542
 DF1480
 DF1480                          SUPERSEDED SURVEY CONTROL
 DF1480
 DF1480  NAD 83(1986)-  33 12 57.60057(N)    082 17 35.54048(W) AD(       ) 2
 DF1480  NAD 27      -  33 12 57.07855(N)    082 17 36.09461(W) AD(       ) 2
 DF1480  NGVD 29 (07/19/86)  116.5    (m)          382.     (f) VERT ANG       
 DF1480
 DF1480.Superseded values are not recommended for survey control.
 DF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1480.See file dsdata.txt to determine how the superseded data were derived.
 DF1480
 DF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7948575978(NAD 83)
 DF1480_MARKER: DD = SURVEY DISK
 DF1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1480+STABILITY: SURFACE MOTION
 DF1480
 DF1480  HISTORY     - Date     Condition        Report By
 DF1480  HISTORY     - 1980     MONUMENTED       GADT
 DF1480
 DF1480                          STATION DESCRIPTION
 DF1480
 DF1480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1480'THE STATION IS LOCATED ABOUT 29.8 KM (18-1/2 MI) WEST-NORTHWEST
 DF1480'OF WAYNESBORO, 8.8 KM (5-1/2 MI) EAST OF WRENS, AND 6 KM
 DF1480'(3-3/4 MI) WEST-SOUTHWEST OF KEYSVILLE.
 DF1480'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1480'
 DF1480'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND
 DF1480'STATE ROUTE 88 APPROXIMATELY 0.8 KM (0.5 MI) EAST OF WRENS, GO
 DF1480'EAST ALONG STATE ROUTE 88 FOR 6.4 KM (3.95 MI) TO THE JUNCTION
 DF1480'OF COUNTY PAVED ROAD 92139 CROSSING IN THE COMMUNITY OF MATHEWS.
 DF1480'CONTINUE EAST ALONG STATE ROUTE 88 FOR 0.3 KM (0.2 MI) TO THE
 DF1480'JUNCTION OF COUNTY PAVED ROAD 22 FORKING TO THE LEFT.  TURN LEFT
 DF1480'AND GO NORTHEAST ALONG COUNNTY ROAD 22 FOR 1.1 KM (0.7 MI) TO THE
 DF1480'JUNCTION OF COUNTY DIRT ROAD 24 FORKING TO THE LEFT.  CONTINUE
 DF1480'NORTHEAST ALONG COUNTY ROAD 22 FOR 0.3 KM (0.2 MI) TO THE STATION
 DF1480'ON THE RIGHT.
 DF1480'
 DF1480'THE STATION IS A STANDARD GADT DISK
 DF1480'STAMPED---081-215 1980 AZ MK---,
 DF1480'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1480'FLUSH WITH GROUND.  IT IS LOCATED
 DF1480'10.73 METERS (35.20 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DF1480'ROAD 22,
 DF1480'16.89 METERS (55.40 FT) EAST-SOUTHEAST FROM THE EAST END OF AN 18
 DF1480'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 DF1480'5.55 METERS (18.20 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 DF1480'5.52 METERS (18.10 FT) NORTH FROM A WITNESS POST.
 DF1480'
 DF1480'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1480'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1551 ***********************************************************************
 DF1551  DESIGNATION -  BV 081 216 GADT
 DF1551  PID         -  DF1551
 DF1551  STATE/COUNTY-  GA/JEFFERSON
 DF1551  USGS QUAD   -  WRENS (1950)
 DF1551
 DF1551                         *CURRENT SURVEY CONTROL
 DF1551  ___________________________________________________________________
 DF1551* NAD 83(1994)-  33 10 41.57040(N)    082 23 54.69022(W)     ADJUSTED  
 DF1551* NAVD 88     -       125.0    (meters)     410.     (feet)  VERTCON   
 DF1551  ___________________________________________________________________
 DF1551  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DF1551  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF1551
 DF1551  HORZ ORDER  -  SECOND
 DF1551
 DF1551.The horizontal coordinates were established by classical geodetic methods
 DF1551.and adjusted by the National Geodetic Survey in September 1997..
 DF1551
 DF1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1551
 DF1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1551
 DF1551.The geoid height was determined by GEOID03.
 DF1551
 DF1551;                    North         East     Units Scale Factor Converg.
 DF1551;SPC GA E     -   352,388.356   178,377.892   MT  0.99990576   -0 07 36.8
 DF1551;SPC GA E     - 1,156,127.46    585,228.13   sFT  0.99990576   -0 07 36.8
 DF1551;UTM  17      - 3,671,914.979   369,613.661   MT  0.99980961   -0 45 55.6
 DF1551
 DF1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1551!SPC GA E     -   0.99998494  x   0.99990576  =   0.99989070
 DF1551!UTM  17      -   0.99998494  x   0.99980961  =   0.99979456
 DF1551
 DF1551:                Primary Azimuth Mark                     Grid Az
 DF1551:SPC GA E     -  BV 081 216 GADT AZ MK                    000 37 22.6
 DF1551:UTM  17      -  BV 081 216 GADT AZ MK                    001 15 41.4
 DF1551
 DF1551|---------------------------------------------------------------------|
 DF1551| PID    Reference Object                     Distance      Geod. Az  |
 DF1551|                                                           dddmmss.s |
 DF1551| DF1550 BV 081 216 GADT AZ MK               406.364 METERS 0002945.8 |
 DF1551| DF1546 WRENS SW MUN TANK                   APPROX. 2.5 KM 0111334.9 |
 DF1551| DF1549 BV 081 216 GADT RM 1                 23.857 METERS 01314     |
 DF1551| DF1552 WRENS S MUN TANK                    APPROX. 1.5 KM 3582016.8 |
 DF1551|---------------------------------------------------------------------|
 DF1551
 DF1551                          SUPERSEDED SURVEY CONTROL
 DF1551
 DF1551  NAD 83(1986)-  33 10 41.57528(N)    082 23 54.68708(W) AD(       ) 2
 DF1551  NAD 27      -  33 10 41.04806(N)    082 23 55.23525(W) AD(       ) 2
 DF1551  NGVD 29 (07/19/86)  125.2    (m)          411.     (f) VERT ANG       
 DF1551
 DF1551.Superseded values are not recommended for survey control.
 DF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1551.See file dsdata.txt to determine how the superseded data were derived.
 DF1551
 DF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6961471915(NAD 83)
 DF1551_MARKER: DD = SURVEY DISK
 DF1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1551+STABILITY: SURFACE MOTION
 DF1551
 DF1551  HISTORY     - Date     Condition        Report By
 DF1551  HISTORY     - 1980     MONUMENTED       GADT
 DF1551
 DF1551                          STATION DESCRIPTION
 DF1551
 DF1551'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1551'THE STATION IS LOCATED ABOUT 3.5 KM (2-1/4 MI) SOUTH OF WRENS,
 DF1551'7.8 KM (4-3/4 MI) EAST-SOUTHEAST OF STAPLETON, AND 17 KM
 DF1551'(10-1/2 MI) WEST-SOUTHWEST OF KEYSVILLE.
 DF1551'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1551'
 DF1551'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1551'U.S. HIGHWAY 1 (STATE ROUTE 4) APPROXIMATELY 2 KM (1-1/4 MI)
 DF1551'SOUTHWEST OF WRENS, GO SOUTH ALONG U.S. HIGHWAY 1 FOR 1.45 KM
 DF1551'(0.9 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH
 DF1551'ALONG U.S. HIGHWAY 1 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 DF1551'RIGHT.
 DF1551'
 DF1551'THE STATION IS A STANDARD GADT DISK
 DF1551'STAMPED---081-216 1980---,
 DF1551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1551'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1551'20.12 METERS (66.00 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY 1
 DF1551'45.33 METERS (148.7 FT) WEST-SOUTHWEST FROM A POWER POLE ON
 DF1551'THE EAST SIDE OF U.S. HIGHWAY 1,
 DF1551'47.92 METERS (157.2 FT) SOUTH-SOUTHWEST FROM THE SOUTH END
 DF1551'OF AN 18 INCH CONCRETE SIDE DRAIN PIPE, AND
 DF1551'1.4 METERS (4.6 FT) EAST FROM A WITNESS POST.
 DF1551'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1551'STAMPED---081-216 1980---,
 DF1551'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1551'
 DF1551'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1551'STAMPED---081-216 1980 RM 1---,
 DF1551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1551'FLUSH WITH GROUND.  IT IS LOCATED
 DF1551'13.41 METERS (44.00 FT) WEST FROM THE CENTERLINE OF
 DF1551'U.S. HIGHWAY 1,
 DF1551'31.45 METERS (103.2 FT) WEST FROM THE POWER POLE ON THE
 DF1551'EAST SIDE OF U.S. HIGHWAY 1,
 DF1551'24.11 METERS (79.10 FT) SOUTH FROM THE 18 INCH CONCRETE
 DF1551'SIDE DRAIN PIPE (SOUTH END), AND
 DF1551'0.97 METER (3.2 FT) EAST FROM A WITNESS POST.
 DF1551'MARK IS LEVEL WITH STATION.
 DF1551'
 DF1551'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1551'STAMPED---081-216 1980 AZ MK---,
 DF1551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1551'FLUSH WITH GROUND.  IT IS LOCATED
 DF1551'17.77 METERS (58.30 FT) EAST FROM THE CENTERLINE OF
 DF1551'U.S. HIGHWAY 1,
 DF1551'0.82 METER (2.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE USED
 DF1551'AS A BRACE POLE, AND
 DF1551'1.58 METERS (6.2 FT) WEST FROM A WITNESS POST.
 DF1551'
 DF1551'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1551'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1551'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1550 ***********************************************************************
 DF1550  DESIGNATION -  BV 081 216 GADT AZ MK
 DF1550  PID         -  DF1550
 DF1550  STATE/COUNTY-  GA/JEFFERSON
 DF1550  USGS QUAD   -  WRENS (1950)
 DF1550
 DF1550                         *CURRENT SURVEY CONTROL
 DF1550  ___________________________________________________________________
 DF1550* NAD 83(1994)-  33 10 54.76026(N)    082 23 54.55441(W)     ADJUSTED  
 DF1550* NAVD 88     -       123.1    (meters)     404.     (feet)  VERTCON   
 DF1550  ___________________________________________________________________
 DF1550  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DF1550  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF1550
 DF1550  HORZ ORDER  -  SECOND
 DF1550
 DF1550.The horizontal coordinates were established by classical geodetic methods
 DF1550.and adjusted by the National Geodetic Survey in September 1997..
 DF1550
 DF1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1550
 DF1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1550
 DF1550.The geoid height was determined by GEOID03.
 DF1550
 DF1550;                    North         East     Units Scale Factor Converg.
 DF1550;SPC GA E     -   352,794.658   178,382.310   MT  0.99990576   -0 07 36.8
 DF1550;SPC GA E     - 1,157,460.47    585,242.63   sFT  0.99990576   -0 07 36.8
 DF1550;UTM  17      - 3,672,321.167   369,622.606   MT  0.99980958   -0 45 55.8
 DF1550
 DF1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1550!SPC GA E     -   0.99998524  x   0.99990576  =   0.99989100
 DF1550!UTM  17      -   0.99998524  x   0.99980958  =   0.99979482
 DF1550
 DF1550                          SUPERSEDED SURVEY CONTROL
 DF1550
 DF1550  NAD 83(1986)-  33 10 54.76515(N)    082 23 54.55126(W) AD(       ) 2
 DF1550  NAD 27      -  33 10 54.23826(N)    082 23 55.09950(W) AD(       ) 2
 DF1550  NGVD 29 (07/19/86)  123.3    (m)          405.     (f) VERT ANG       
 DF1550
 DF1550.Superseded values are not recommended for survey control.
 DF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1550.See file dsdata.txt to determine how the superseded data were derived.
 DF1550
 DF1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6962372321(NAD 83)
 DF1550_MARKER: DD = SURVEY DISK
 DF1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1550+STABILITY: SURFACE MOTION
 DF1550
 DF1550  HISTORY     - Date     Condition        Report By
 DF1550  HISTORY     - 1980     MONUMENTED       GADT
 DF1550
 DF1550                          STATION DESCRIPTION
 DF1550
 DF1550'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1550'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF WRENS,
 DF1550'7.25 KM (4-1/2 MI) EAST-SOUTHEAST OF STAPLETON, AND
 DF1550'16.5 KM (10-1/4 MI) WEST-SOUTHWEST OF KEYSVILLE.
 DF1550'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1550'
 DF1550'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1550'U.S. HIGHWAY 1 (STATE ROUTE 4) APPROXIMATELY 2 KM (1-1/4 MI)
 DF1550'SOUTHWEST OF WRENS, GO SOUTH ALONG U.S. HIGHWAY 1 FOR 1.45 KM
 DF1550'(0.9 MI) TO THE STATION ON THE LEFT.
 DF1550'
 DF1550'THE STATION IS A STANDARD GADT DISK
 DF1550'STAMPED---081-216 1980 AZ MK---,
 DF1550'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1550'FLUSH WITH GROUND.  IT IS LOCATED
 DF1550'17.77 METERS (58.30 FT) EAST FROM THE CENTERLINE OF
 DF1550'U.S. HIGHWAY 1,
 DF1550'0.82 METER (2.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE USED AS
 DF1550'A BRACE POLE, AND
 DF1550'1.58 METERS (6.2 FT) WEST FROM A WITNESS POST.
 DF1550'
 DF1550'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1550'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1494 ***********************************************************************
 DF1494  DESIGNATION -  BV 081 217 GADT
 DF1494  PID         -  DF1494
 DF1494  STATE/COUNTY-  GA/JEFFERSON
 DF1494  USGS QUAD   -  MATTHEWS (1950)
 DF1494
 DF1494                         *CURRENT SURVEY CONTROL
 DF1494  ___________________________________________________________________
 DF1494* NAD 83(1994)-  33 12 37.26516(N)    082 21 28.58821(W)     ADJUSTED  
 DF1494* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 DF1494  ___________________________________________________________________
 DF1494  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DF1494  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DF1494
 DF1494  HORZ ORDER  -  SECOND
 DF1494
 DF1494.The horizontal coordinates were established by classical geodetic methods
 DF1494.and adjusted by the National Geodetic Survey in September 1997..
 DF1494
 DF1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1494
 DF1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1494
 DF1494.The geoid height was determined by GEOID03.
 DF1494
 DF1494;                    North         East     Units Scale Factor Converg.
 DF1494;SPC GA E     -   355,944.656   182,169.090   MT  0.99990392   -0 06 17.2
 DF1494;SPC GA E     - 1,167,795.09    597,666.42   sFT  0.99990392   -0 06 17.2
 DF1494;UTM  17      - 3,675,428.432   373,443.886   MT  0.99979747   -0 44 37.9
 DF1494
 DF1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1494!SPC GA E     -   0.99998497  x   0.99990392  =   0.99988889
 DF1494!UTM  17      -   0.99998497  x   0.99979747  =   0.99978245
 DF1494
 DF1494|---------------------------------------------------------------------|
 DF1494| PID    Reference Object                     Distance      Geod. Az  |
 DF1494|                                                           dddmmss.s |
 DF1494| DF1493 BV 081 217 GADT RM 1                 26.663 METERS 08823     |
 DF1494| DF1492 BV 081 217 GADT AZ MK               APPROX. 1.6 KM 0883227.5 |
 DF1494| DF1540 WRENS MUNICIPAL TANK                APPROX. 2.5 KM 2671748.0 |
 DF1494|---------------------------------------------------------------------|
 DF1494
 DF1494                          SUPERSEDED SURVEY CONTROL
 DF1494
 DF1494  NAD 83(1986)-  33 12 37.26997(N)    082 21 28.58508(W) AD(       ) 2
 DF1494  NAD 27      -  33 12 36.74615(N)    082 21 29.13783(W) AD(       ) 2
 DF1494  NGVD 29 (07/19/86)  125.1    (m)          410.     (f) VERT ANG       
 DF1494
 DF1494.Superseded values are not recommended for survey control.
 DF1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1494.See file dsdata.txt to determine how the superseded data were derived.
 DF1494
 DF1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7344475428(NAD 83)
 DF1494_MARKER: DD = SURVEY DISK
 DF1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1494+STABILITY: SURFACE MOTION
 DF1494
 DF1494  HISTORY     - Date     Condition        Report By
 DF1494  HISTORY     - 1980     MONUMENTED       GADT
 DF1494
 DF1494                          STATION DESCRIPTION
 DF1494
 DF1494'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1494'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF WRENS, 11.9 KM
 DF1494'(7-1/2 MI) WEST-SOUTHWEST OF KEYSVILLE, AND 4.35 KM (2-3/4 MI)
 DF1494'WEST OF MATTHEWS ON STATE RIGHT OF WAY.
 DF1494'
 DF1494'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WRENS, GO
 DF1494'EASTERLY ALONG STATE ROUTES 80 AND 88 FOR 0.8 KM (0.5 MI)
 DF1494'TO THE JUNCTION OF STATE ROUTE 80 TO THE RIGHT.  CONTINUE GOING
 DF1494'EAST ALONG STATE ROUTE 88 FOR 2.0 KM (1.25 MI) TO THE JUNCTION
 DF1494'OF PAVED COUNTY ROAD 59 TO THE LEFT, AND DIRT COUNTY ROAD 59 TO
 DF1494'THE RIGHT.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 88 FOR
 DF1494'0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DF1494'
 DF1494'THE STATION IS A STANDARD GADT DISK
 DF1494'STAMPED---081-217 1980---,
 DF1494'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1494'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1494'9.14 METERS (30.00 FT) SOUTH FROM THE CENTERLINE OF STATE ROUTE
 DF1494'88,
 DF1494'30.97 METERS (101.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE TO THE
 DF1494'NORTH OF STATE ROUTE 88,
 DF1494'14.63 METERS (48.00 FT) WEST-NORTHWEST FROM THE TOP CENTER OF AN
 DF1494'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND
 DF1494'0.70 METER (2.30 FT) NORTH FROM A WITNESS POST.
 DF1494'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1494'STAMPED---081-217 1980---,
 DF1494'SET INTO AN IRREGULAR MASS OF CONCRETE .80 METERS BELOW THE SURFACE.
 DF1494'
 DF1494'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1494'STAMPED---081-217 1980 RM 1---,
 DF1494'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1494'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1494'8.54 METERS (28.00 FT) SOUTH FROM FROM THE CENTERLINE OF STATE
 DF1494'ROUTE 88,
 DF1494'28.71 METERS (94.20 FT) SOUTH-SOUTHWEST FROM ANOTHER POWER POLE
 DF1494'TO THE NORTH OF STATE ROUTE 88,
 DF1494'12.74 METERS (41.80 FT) EAST-NORTHEAST FROM THE TOP CENTER OF THE
 DF1494'TELEPHONE CABLE PEDESTAL, AND
 DF1494'0.97 METER (3.20 FT) NORTH FROM A WITNESS POST.
 DF1494'MARK IS LEVEL WITH STATION.
 DF1494'
 DF1494'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1494'STAMPED---081-217 1980 AZ MK---,
 DF1494'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1494'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1494'15.24 METERS (50.00 FT) NORTH FROM THE CENTERLINE OF STATE ROUTE
 DF1494'88,
 DF1494'6.55 METERS (21.50 FT) SOUTH-SOUTHEAST FROM A 10 INCH OAK TREE,
 DF1494'1.46 METERS (4.80 FT) WEST-SOUTHWEST FROM A POWER POLE, AND
 DF1494'1.07 METERS (3.5 FT) SOUTH FROM A WITNESS POST.
 DF1494'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG STATE
 DF1494'ROUTE 88 FOR 1.6 KM (1.0 MI) TO THE MARK ON THE LEFT.
 DF1494'
 DF1494'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1494'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1494'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1492 ***********************************************************************
 DF1492  DESIGNATION -  BV 081 217 GADT AZ MK
 DF1492  PID         -  DF1492
 DF1492  STATE/COUNTY-  GA/JEFFERSON
 DF1492  USGS QUAD   -  MATTHEWS (1950)
 DF1492
 DF1492                         *CURRENT SURVEY CONTROL
 DF1492  ___________________________________________________________________
 DF1492* NAD 83(1994)-  33 12 38.55569(N)    082 20 28.12182(W)     ADJUSTED  
 DF1492* NAVD 88     -       117.5    (meters)     385.     (feet)  VERTCON   
 DF1492  ___________________________________________________________________
 DF1492  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DF1492  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF1492
 DF1492  HORZ ORDER  -  SECOND
 DF1492
 DF1492.The horizontal coordinates were established by classical geodetic methods
 DF1492.and adjusted by the National Geodetic Survey in September 1997..
 DF1492
 DF1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1492
 DF1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1492
 DF1492.The geoid height was determined by GEOID03.
 DF1492
 DF1492;                    North         East     Units Scale Factor Converg.
 DF1492;SPC GA E     -   355,981.673   183,734.928   MT  0.99990326   -0 05 44.0
 DF1492;SPC GA E     - 1,167,916.54    602,803.68   sFT  0.99990326   -0 05 44.0
 DF1492;UTM  17      - 3,675,447.979   375,009.870   MT  0.99979262   -0 44 04.8
 DF1492
 DF1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1492!SPC GA E     -   0.99998614  x   0.99990326  =   0.99988940
 DF1492!UTM  17      -   0.99998614  x   0.99979262  =   0.99977876
 DF1492
 DF1492                          SUPERSEDED SURVEY CONTROL
 DF1492
 DF1492  NAD 83(1986)-  33 12 38.56048(N)    082 20 28.11871(W) AD(       ) 2
 DF1492  NAD 27      -  33 12 38.03702(N)    082 20 28.67318(W) AD(       ) 2
 DF1492  NGVD 29 (07/19/86)  117.7    (m)          386.     (f) VERT ANG       
 DF1492
 DF1492.Superseded values are not recommended for survey control.
 DF1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1492.See file dsdata.txt to determine how the superseded data were derived.
 DF1492
 DF1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7501075448(NAD 83)
 DF1492_MARKER: DD = SURVEY DISK
 DF1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1492+STABILITY: SURFACE MOTION
 DF1492
 DF1492  HISTORY     - Date     Condition        Report By
 DF1492  HISTORY     - 1980     MONUMENTED       GADT
 DF1492
 DF1492                          STATION DESCRIPTION
 DF1492
 DF1492'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1492'THE STATION IS LOCATED ABOUT 4.9 KM (3 MI) EAST OF
 DF1492'WRENS, 10.3 KM (6-1/2 MI) WEST-SOUTHWEST OF KEYSVILLE,
 DF1492'AND 2.8 KM (1-3/4 MI) WEST OF MATTHEWS ON STATE RIGHT OF WAY.
 DF1492'
 DF1492'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WRENS, GO
 DF1492'EASTERLY ALONG STATE ROUTES 80 AND 88 FOR 0.8 KM (0.5 MI)
 DF1492'TO THE JUNCTION OF STATE ROUTE 80 TO THE RIGHT.  CONTINUE GOING
 DF1492'EAST ALONG STATE ROUTE 88 FOR 2.0 KM (1.25 MI) TO THE JUNCTION
 DF1492'OF PAVED COUNTY ROAD 59 TO THE LEFT, AND DIRT COUNTY ROAD 59 TO
 DF1492'THE RIGHT.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 88 FOR
 DF1492'1.7 KM (1.05 MI) TO THE STATION ON THE LEFT.
 DF1492'
 DF1492'THE STATION IS A STANDARD GADT DISK
 DF1492'STAMPED---081-217 1980 AZ MK---,
 DF1492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1492'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1492'15.24 METERS (50.00 FT) NORTH FROM THE CENTERLINE OF STATE ROUTE
 DF1492'88,
 DF1492'6.55 METERS (21.50 FT) SOUTH-SOUTHEAST FROM A 10 INCH OAK TREE,
 DF1492'1.46 METERS (4.80 FT) WEST-SOUTHWEST FROM A POWER POLE, AND
 DF1492'1.07 METERS (3.5 FT) SOUTH FROM A WITNESS POST.
 DF1492'
 DF1492'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1492'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1535 ***********************************************************************
 DF1535  DESIGNATION -  BV 081 218 GADT
 DF1535  PID         -  DF1535
 DF1535  STATE/COUNTY-  GA/JEFFERSON
 DF1535  USGS QUAD   -  LOUISVILLE (1980)
 DF1535
 DF1535                         *CURRENT SURVEY CONTROL
 DF1535  ___________________________________________________________________
 DF1535* NAD 83(1994)-  33 06 54.13465(N)    082 27 00.07072(W)     ADJUSTED  
 DF1535* NAVD 88     -       112.1    (meters)     368.     (feet)  VERTCON   
 DF1535  ___________________________________________________________________
 DF1535  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DF1535  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DF1535
 DF1535  HORZ ORDER  -  SECOND
 DF1535
 DF1535.The horizontal coordinates were established by classical geodetic methods
 DF1535.and adjusted by the National Geodetic Survey in September 1997..
 DF1535
 DF1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1535
 DF1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1535
 DF1535.The geoid height was determined by GEOID03.
 DF1535
 DF1535;                    North         East     Units Scale Factor Converg.
 DF1535;SPC GA E     -   345,394.107   173,556.771   MT  0.99990862   -0 09 17.3
 DF1535;SPC GA E     - 1,133,180.50    569,410.84   sFT  0.99990862   -0 09 17.3
 DF1535;UTM  17      - 3,664,975.470   364,715.394   MT  0.99982566   -0 47 32.3
 DF1535
 DF1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1535!SPC GA E     -   0.99998695  x   0.99990862  =   0.99989557
 DF1535!UTM  17      -   0.99998695  x   0.99982566  =   0.99981261
 DF1535
 DF1535:                Primary Azimuth Mark                     Grid Az
 DF1535:SPC GA E     -  BV 081 218 GADT AZ MK                    003 29 51.6
 DF1535:UTM  17      -  BV 081 218 GADT AZ MK                    004 08 06.6
 DF1535
 DF1535|---------------------------------------------------------------------|
 DF1535| PID    Reference Object                     Distance      Geod. Az  |
 DF1535|                                                           dddmmss.s |
 DF1535| DF1533 BV 081 218 GADT AZ MK               APPROX. 0.5 KM 0032034.3 |
 DF1535| DF1534 BV 081 218 GADT RM 1                 23.358 METERS 00331     |
 DF1535|---------------------------------------------------------------------|
 DF1535
 DF1535                          SUPERSEDED SURVEY CONTROL
 DF1535
 DF1535  NAD 83(1986)-  33 06 54.13962(N)    082 27 00.06792(W) AD(       ) 2
 DF1535  NAD 27      -  33 06 53.60484(N)    082 27 00.61236(W) AD(       ) 2
 DF1535  NGVD 29 (07/19/86)  112.3    (m)          368.     (f) VERT ANG       
 DF1535
 DF1535.Superseded values are not recommended for survey control.
 DF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1535.See file dsdata.txt to determine how the superseded data were derived.
 DF1535
 DF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6471564975(NAD 83)
 DF1535_MARKER: DD = SURVEY DISK
 DF1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1535+STABILITY: SURFACE MOTION
 DF1535
 DF1535  HISTORY     - Date     Condition        Report By
 DF1535  HISTORY     - 1980     MONUMENTED       GADT
 DF1535
 DF1535                          STATION DESCRIPTION
 DF1535
 DF1535'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1535'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) SOUTHWEST OF WRENS,
 DF1535'11.2 KM (7 MI) SOUTH OF STAPLETON, AND 13 KM (8 MI)
 DF1535'NORTH-NORTHWEST OF LOUISVILLE.
 DF1535'OWNERSHIP--HARVEY UNRUH,
 DF1535'
 DF1535'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1535'STATE ROUTE 296 ABOUT 6.5 KM (4 MI) SOUTH OF STAPLETON, GO
 DF1535'SOUTH ALONG STATE ROUTE 296 FOR 4.05 KM (2.5 MI) TO THE JUNCTION
 DF1535'OF PAVED COUNTY ROAD 116 CROSSING.  TURN RIGHT GOING SOUTHWEST
 DF1535'ALONG COUNTY ROAD 116 FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF
 DF1535'PAVED COUNTY ROAD 120 FORKING TO THE LEFT.  TURN LEFT GOING SOUTH
 DF1535'ALONG COUNTY ROAD 120 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON
 DF1535'THE LEFT.  CONTINUE SOUTH ALONG COUNTY ROAD 120 FOR 0.5 KM (0.3
 DF1535'MI) TO THE STATION ON THE LEFT.
 DF1535'
 DF1535'THE STATION IS A STANDARD GADT DISK
 DF1535'STAMPED---081-218 1980---,
 DF1535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1535'FLUSH WITH GROUND.  IT IS LOCATED
 DF1535'11.58 METERS (38.00 FT) EAST FROM THE CENTERLINE OF COUNTY
 DF1535'PAVED ROAD 120,
 DF1535'6.80 METERS (22.30 FT) NORTHEAST FROM A POWER POLE, AND
 DF1535'0.95 METER (3.10 FT) EAST FROM A WITNESS POST.
 DF1535'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1535'STAMPED---081-218 1980---,
 DF1535'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1535'
 DF1535'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1535'STAMPED---081-218 1980 RM 1---,
 DF1535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1535'FLUSH WITH GROUND.  IT IS LOCATED
 DF1535'11.49 METERS (37.70 FT) EAST FROM THE CENTERLINE OF COUNTY
 DF1535'PAVED ROAD 120,
 DF1535'30.14 METERS (98.90 FT) NORTH-NORTHEAST FROM THE POWER POLE, AND
 DF1535'1.07 METERS (3.50 FT) WEST FROM A WITNESS POST.
 DF1535'MARK IS LEVEL WITH STATION.
 DF1535'
 DF1535'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1535'STAMPED---081-218 1980 AZ MK---,
 DF1535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1535'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1535'11.58 METERS (38.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1535'COUNTY PAVED ROAD 120,
 DF1535'0.70 METER (2.30 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1535'1.01 METERS (3.30 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DF1535'
 DF1535'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1535'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1535'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1533 ***********************************************************************
 DF1533  DESIGNATION -  BV 081 218 GADT AZ MK
 DF1533  PID         -  DF1533
 DF1533  STATE/COUNTY-  GA/JEFFERSON
 DF1533  USGS QUAD   -  LOUISVILLE (1980)
 DF1533
 DF1533                         *CURRENT SURVEY CONTROL
 DF1533  ___________________________________________________________________
 DF1533* NAD 83(1994)-  33 07 10.66113(N)    082 26 58.92357(W)     ADJUSTED  
 DF1533* NAVD 88     -       113.8    (meters)     373.     (feet)  VERTCON   
 DF1533  ___________________________________________________________________
 DF1533  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF1533  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF1533
 DF1533  HORZ ORDER  -  SECOND
 DF1533
 DF1533.The horizontal coordinates were established by classical geodetic methods
 DF1533.and adjusted by the National Geodetic Survey in September 1997..
 DF1533
 DF1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1533
 DF1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1533
 DF1533.The geoid height was determined by GEOID03.
 DF1533
 DF1533;                    North         East     Units Scale Factor Converg.
 DF1533;SPC GA E     -   345,903.116   173,587.883   MT  0.99990860   -0 09 16.7
 DF1533;SPC GA E     - 1,134,850.47    569,512.91   sFT  0.99990860   -0 09 16.7
 DF1533;UTM  17      - 3,665,484.059   364,752.164   MT  0.99982553   -0 47 32.0
 DF1533
 DF1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1533!SPC GA E     -   0.99998668  x   0.99990860  =   0.99989528
 DF1533!UTM  17      -   0.99998668  x   0.99982553  =   0.99981221
 DF1533
 DF1533                          SUPERSEDED SURVEY CONTROL
 DF1533
 DF1533  NAD 83(1986)-  33 07 10.66610(N)    082 26 58.92077(W) AD(       ) 2
 DF1533  NAD 27      -  33 07 10.13175(N)    082 26 59.46529(W) AD(       ) 2
 DF1533  NGVD 29 (07/19/86)  114.0    (m)          374.     (f) VERT ANG       
 DF1533
 DF1533.Superseded values are not recommended for survey control.
 DF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1533.See file dsdata.txt to determine how the superseded data were derived.
 DF1533
 DF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6475265484(NAD 83)
 DF1533_MARKER: DD = SURVEY DISK
 DF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1533+STABILITY: SURFACE MOTION
 DF1533
 DF1533  HISTORY     - Date     Condition        Report By
 DF1533  HISTORY     - 1980     MONUMENTED       GADT
 DF1533
 DF1533                          STATION DESCRIPTION
 DF1533
 DF1533'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1533'THE STATION IS LOCATED ABOUT 11.8 KM (7-1/4 MI) SOUTHWEST OF
 DF1533'WRENS, 10.8 KM (6-3/4 MI) SOUTH OF STAPLETON, AND 13.2 KM
 DF1533'(8-1/4 MI) NORTH-NORTHWEST OF LOUISVILLE.
 DF1533'OWNERSHIP--HARVEY UNRUH,
 DF1533'WRENS, GEORGIA.
 DF1533'
 DF1533'TO REACH THE STATION FROM FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1533'STATE ROUTE 296 ABOUT 6.5 KM (4 MI) SOUTH OF STAPLETON, GO SOUTH
 DF1533'ALONG STATE ROUTE 296 FOR 4.05 KM (2.5 MI) TO THE JUNCTION OF
 DF1533'PAVED COUNTY ROAD 116 CROSSING.  TURN RIGHT GOING SOUTHWEST ALONG
 DF1533'COUNTY ROAD 116 FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF PAVED
 DF1533'COUNTY ROAD 120 FORKING TO THE LEFT.  TURN LEFT GOING SOUTH ALONG
 DF1533'COUNTY ROAD 120 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 DF1533'
 DF1533'THE STATION IS A STANDARD GADT DISK
 DF1533'STAMPED---081-218 1980 AZ MK---,
 DF1533'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1533'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1533'11.58 METERS (38.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1533'COUNTY PAVED ROAD 120,
 DF1533'0.70 METER (2.30 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1533'1.01 METERS (3.30 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DF1533'
 DF1533'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1533'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1530 ***********************************************************************
 DF1530  DESIGNATION -  BV 081 219 GADT
 DF1530  PID         -  DF1530
 DF1530  STATE/COUNTY-  GA/JEFFERSON
 DF1530  USGS QUAD   -  LOUISVILLE (1980)
 DF1530
 DF1530                         *CURRENT SURVEY CONTROL
 DF1530  ___________________________________________________________________
 DF1530* NAD 83(1994)-  33 04 52.32610(N)    082 24 14.27000(W)     ADJUSTED  
 DF1530* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 DF1530  ___________________________________________________________________
 DF1530  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF1530  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DF1530
 DF1530  HORZ ORDER  -  SECOND
 DF1530
 DF1530.The horizontal coordinates were established by classical geodetic methods
 DF1530.and adjusted by the National Geodetic Survey in September 1997..
 DF1530
 DF1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1530
 DF1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1530
 DF1530.The geoid height was determined by GEOID03.
 DF1530
 DF1530;                    North         East     Units Scale Factor Converg.
 DF1530;SPC GA E     -   341,631.210   177,846.338   MT  0.99990605   -0 07 46.3
 DF1530;SPC GA E     - 1,120,835.06    583,484.19   sFT  0.99990605   -0 07 46.3
 DF1530;UTM  17      - 3,661,165.439   368,962.471   MT  0.99981171   -0 45 59.2
 DF1530
 DF1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1530!SPC GA E     -   0.99998656  x   0.99990605  =   0.99989261
 DF1530!UTM  17      -   0.99998656  x   0.99981171  =   0.99979828
 DF1530
 DF1530|---------------------------------------------------------------------|
 DF1530| PID    Reference Object                     Distance      Geod. Az  |
 DF1530|                                                           dddmmss.s |
 DF1530| DF1531 BV 081 219 GADT RM 1                 21.140 METERS 18753     |
 DF1530| DF1532 BV 081 219 GADT AZ MK               APPROX. 1.4 KM 1875441.3 |
 DF1530|---------------------------------------------------------------------|
 DF1530
 DF1530                          SUPERSEDED SURVEY CONTROL
 DF1530
 DF1530  NAD 83(1986)-  33 04 52.33078(N)    082 24 14.26672(W) AD(       ) 2
 DF1530  NAD 27      -  33 04 51.79077(N)    082 24 14.81286(W) AD(       ) 2
 DF1530  NGVD 29 (07/19/86)  114.8    (m)          377.     (f) VERT ANG       
 DF1530
 DF1530.Superseded values are not recommended for survey control.
 DF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1530.See file dsdata.txt to determine how the superseded data were derived.
 DF1530
 DF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6896261165(NAD 83)
 DF1530_MARKER: DD = SURVEY DISK
 DF1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1530+STABILITY: SURFACE MOTION
 DF1530
 DF1530  HISTORY     - Date     Condition        Report By
 DF1530  HISTORY     - 1980     MONUMENTED       GADT
 DF1530
 DF1530                          STATION DESCRIPTION
 DF1530
 DF1530'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1530'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) NORTH OF
 DF1530'LOUISVILLE, 14 KM (8-3/4 MI) SOUTH OF WRENS, AND 15.2 KM
 DF1530'(9-1/2 MI) WEST-NORTHWEST OF VIDETTE.
 DF1530'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1530'
 DF1530'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 296 AND U.S.
 DF1530'HIGHWAY 1 (STATE ROUTE 4) AND THE AZIMUTH MARK APPROXIMATELY
 DF1530'7.8 KM (4-3/4 MI) NORTH OF LOUISVILLE, GO NORTH ALONG U.S. HIGHWAY 1
 DF1530'FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 DF1530'
 DF1530'THE STATION IS A STANDARD GADT DISK
 DF1530'STAMPED---081-219 1980---,
 DF1530'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1530'FLUSH WITH GROUND.  IT IS LOCATED
 DF1530'18.75 METERS (61.50 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1530'1,
 DF1530'1.25 METERS (4.100 FT) NORTHWEST FROM A POWER POLE, AND
 DF1530'1.01 METERS (3.300 FT) WEST FROM A WITNESS POST.
 DF1530'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1530'STAMPED---081-219 1980---,
 DF1530'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1530'
 DF1530'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1530'STAMPED---081-219 1980 RM 1---,
 DF1530'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1530'FLUSH WITH GROUND.  IT IS LOCATED
 DF1530'16.16 METERS (53.00 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1530'1,
 DF1530'19.75 METERS (64.80 FT) SOUTH-SOUTHWEST FROM THE POWER POLE, AND
 DF1530'1.07 METERS (3.500 FT) WEST FROM A WITNESS POST.
 DF1530'MARK IS LEVEL WITH STATION.
 DF1530'
 DF1530'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1530'STAMPED---081-219 1980 AZ MK---,
 DF1530'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1530'FLUSH WITH GROUND.  IT IS LOCATED
 DF1530'17.07 METERS (56.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF U.S.
 DF1530'HIGHWAY 1,
 DF1530'2.41 METERS (7.900 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1530'0.88 METER (2.900 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1530'
 DF1530'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1530'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1530'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1532 ***********************************************************************
 DF1532  DESIGNATION -  BV 081 219 GADT AZ MK
 DF1532  PID         -  DF1532
 DF1532  STATE/COUNTY-  GA/JEFFERSON
 DF1532  USGS QUAD   -  LOUISVILLE (1980)
 DF1532
 DF1532                         *CURRENT SURVEY CONTROL
 DF1532  ___________________________________________________________________
 DF1532* NAD 83(1994)-  33 04 06.37925(N)    082 24 21.85331(W)     ADJUSTED  
 DF1532* NAVD 88     -       109.5    (meters)     359.     (feet)  VERTCON   
 DF1532  ___________________________________________________________________
 DF1532  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DF1532  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1532
 DF1532  HORZ ORDER  -  SECOND
 DF1532
 DF1532.The horizontal coordinates were established by classical geodetic methods
 DF1532.and adjusted by the National Geodetic Survey in September 1997..
 DF1532
 DF1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1532
 DF1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1532
 DF1532.The geoid height was determined by GEOID03.
 DF1532
 DF1532;                    North         East     Units Scale Factor Converg.
 DF1532;SPC GA E     -   340,216.301   177,646.453   MT  0.99990616   -0 07 50.3
 DF1532;SPC GA E     - 1,116,192.98    582,828.40   sFT  0.99990616   -0 07 50.3
 DF1532;UTM  17      - 3,659,752.972   368,746.894   MT  0.99981241   -0 46 02.3
 DF1532
 DF1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1532!SPC GA E     -   0.99998736  x   0.99990616  =   0.99989352
 DF1532!UTM  17      -   0.99998736  x   0.99981241  =   0.99979977
 DF1532
 DF1532                          SUPERSEDED SURVEY CONTROL
 DF1532
 DF1532  NAD 83(1986)-  33 04 06.38395(N)    082 24 21.85005(W) AD(       ) 2
 DF1532  NAD 27      -  33 04 05.84272(N)    082 24 22.39577(W) AD(       ) 2
 DF1532  NGVD 29 (07/19/86)  109.7    (m)          360.     (f) VERT ANG       
 DF1532
 DF1532.Superseded values are not recommended for survey control.
 DF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1532.See file dsdata.txt to determine how the superseded data were derived.
 DF1532
 DF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6874759753(NAD 83)
 DF1532_MARKER: DD = SURVEY DISK
 DF1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1532+STABILITY: SURFACE MOTION
 DF1532
 DF1532  HISTORY     - Date     Condition        Report By
 DF1532  HISTORY     - 1980     MONUMENTED       GADT
 DF1532
 DF1532                          STATION DESCRIPTION
 DF1532
 DF1532'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1532'THE STATION IS LOCATED ABOUT 7.8 KM (4-3/4 MI) NORTH OF
 DF1532'LOUISVILLE, 13 KM (8 MI) SOUTH OF WRENS, AND 15.2 KM (9-1/2 MI)
 DF1532'WEST-NORTHWEST OF VIDETTE.
 DF1532'QWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1532'
 DF1532'THE STATION IS LOCATED AT THE JUNCTION OF U.S.
 DF1532'HIGHWAY 1 (STATE ROUTE 4) AND STATE ROUTE 296 APPROXIMATELY 7.8
 DF1532'KM (4-3/4 MI) NORTH OF LOUISVILLE.
 DF1532'
 DF1532'THE STATION IS A STANDARD GADT DISK
 DF1532'STAMPED---081-219 1980 AZ MK---,
 DF1532'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1532'FLUSH WITH GROUND.  IT IS LOCATED
 DF1532'17.07 METERS (56.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF U.S.
 DF1532'HIGHWAY 1,
 DF1532'2.41 METERS (7.900 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1532'0.88 METER (2.900 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1532'
 DF1532'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1532'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1510 ***********************************************************************
 DF1510  DESIGNATION -  BV 081 220 GADT
 DF1510  PID         -  DF1510
 DF1510  STATE/COUNTY-  GA/JEFFERSON
 DF1510  USGS QUAD   -  KELLYS POND (1950)
 DF1510
 DF1510                         *CURRENT SURVEY CONTROL
 DF1510  ___________________________________________________________________
 DF1510* NAD 83(1994)-  33 04 54.64643(N)    082 20 14.21339(W)     ADJUSTED  
 DF1510* NAVD 88     -       108.6    (meters)     356.     (feet)  VERTCON   
 DF1510  ___________________________________________________________________
 DF1510  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DF1510  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF1510
 DF1510  HORZ ORDER  -  SECOND
 DF1510
 DF1510.The horizontal coordinates were established by classical geodetic methods
 DF1510.and adjusted by the National Geodetic Survey in September 1997..
 DF1510
 DF1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1510
 DF1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1510
 DF1510.The geoid height was determined by GEOID03.
 DF1510
 DF1510;                    North         East     Units Scale Factor Converg.
 DF1510;SPC GA E     -   341,690.590   184,071.817   MT  0.99990313   -0 05 35.3
 DF1510;SPC GA E     - 1,121,029.88    603,908.95   sFT  0.99990313   -0 05 35.3
 DF1510;UTM  17      - 3,661,155.615   375,187.586   MT  0.99979207   -0 43 48.1
 DF1510
 DF1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1510!SPC GA E     -   0.99998753  x   0.99990313  =   0.99989066
 DF1510!UTM  17      -   0.99998753  x   0.99979207  =   0.99977960
 DF1510
 DF1510|---------------------------------------------------------------------|
 DF1510| PID    Reference Object                     Distance      Geod. Az  |
 DF1510|                                                           dddmmss.s |
 DF1510| DF1508 BV 081 220 GADT RM 1                 23.495 METERS 10305     |
 DF1510| DF1509 BV 081 220 GADT AZ MK               480.967 METERS 1781315.8 |
 DF1510|---------------------------------------------------------------------|
 DF1510
 DF1510                          SUPERSEDED SURVEY CONTROL
 DF1510
 DF1510  NAD 83(1986)-  33 04 54.65101(N)    082 20 14.21020(W) AD(       ) 2
 DF1510  NAD 27      -  33 04 54.11182(N)    082 20 14.76315(W) AD(       ) 2
 DF1510  NGVD 29 (07/19/86)  108.8    (m)          357.     (f) VERT ANG       
 DF1510
 DF1510.Superseded values are not recommended for survey control.
 DF1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1510.See file dsdata.txt to determine how the superseded data were derived.
 DF1510
 DF1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7518861156(NAD 83)
 DF1510_MARKER: DD = SURVEY DISK
 DF1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1510+STABILITY: SURFACE MOTION
 DF1510
 DF1510  HISTORY     - Date     Condition        Report By
 DF1510  HISTORY     - 1980     MONUMENTED       GADT
 DF1510
 DF1510                          STATION DESCRIPTION
 DF1510
 DF1510'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1510'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) NORTH-NORTHEAST OF
 DF1510'LOUISVILLE, 14.5 KM (9 MI)SOUTH-SOUTHEAST OF WRENS, AND 10 KM
 DF1510'(6-1/4 MI) WEST-NORTHWEST OF VIDETTE.
 DF1510'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1510'
 DF1510'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND U.S.
 DF1510'HIGHWAY 1 BY-PASS (STATE ROUTE 4) ABOUT 1.6 KM (1 MI) EAST OF
 DF1510'LOUISVILLE, GO NORTH ALONG U.S. HIGHWAY 1 BY-PASS FOR 0.8 KM
 DF1510'(0.5 MI) TO THE JUNCTION OF WALNUT STREET (PAVED) TO THE LEFT
 DF1510'AND COUNTY PAVED ROAD 92381 (MIDDLE GROUND ROAD) TO THE RIGHT.
 DF1510'TURN RIGHT AND GO NORTHEAST ALONG COUNTY ROAD 92381 FOR 3.2 KM
 DF1510'(2.0 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 151 TO THE RIGHT.
 DF1510'CONTINUE NORTHEAST ALONG COUNTY ROAD 92381 FOR 5.8 KM (3.6 MI) TO
 DF1510'THE JUNCTION OF COUNTY DIRT ROAD 1 FORKING TO THE RIGHT.
 DF1510'CONTINUE NORTHEAST ALONG COUNTY ROAD 92381 FOR 1.1 KM (0.7 MI)
 DF1510'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ALONG
 DF1510'COUNTY ROAD 92381 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 DF1510'LEFT.
 DF1510'
 DF1510'THE STATION IS A STANDARD GADT DISK
 DF1510'STAMPED---081-220 1980---,
 DF1510'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1510'FLUSH WITH GROUND.  IT IS LOCATED
 DF1510'13.72 METERS (45.00 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1510'ROAD 92381,
 DF1510'43.77 METERS (146.3 FT) SOUTH FROM A POWER POLE,
 DF1510'5.67 METERS (18.60 FT) NORTHWEST FROM THE NORTH END OF AN 18 INCH
 DF1510'CONCRETE SIDE DRAIN PIPE AND
 DF1510'1.17 METERS (3.80 FT) EAST FROM A WITNESS POST.
 DF1510'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1510'STAMPED---081-220 1980---,
 DF1510'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1510'
 DF1510'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1510'STAMPED---081-220 1980 RM 1---,
 DF1510'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1510'FLUSH WITH GROUND.  IT IS LOCATED
 DF1510'9.14 METERS (30.00 FT) EAST FROM THE CENTERLINE OF COUNTY PAVED
 DF1510'ROAD 92381,
 DF1510'17.98 METERS (59.00 FT) EAST-SOUTHEAST FROM THE NORTH END OF AN
 DF1510'18 INCH CONCRETE SIDE DRAIN PIPE TO THE WEST OF THE ROAD,
 DF1510'53.47 METERS (175.5 FT) SOUTH-SOUTHEAST FROM THE POWER POLE ON
 DF1510'THE WEST SIDE OF THE ROAD,
 DF1510'11.28 METERS (37.00 FT) SOUTH FROM THE SOUTH END OF ANOTHER 18
 DF1510'INCH CONCRETE SIDE DRAIN PIPE, AND
 DF1510'1.19 METERS (3.90 FT) WEST FROM A WITNESS POST.
 DF1510'MARK IS LEVEL WITH STATION.
 DF1510'
 DF1510'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1510'STAMPED---081-220 1980 AZ MK---,
 DF1510'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1510'FLUSH WITH GROUND.  IT IS LOCATED
 DF1510'11.58 METERS (38.00 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1510'ROAD 92381,
 DF1510'27.22 METERS (89.30 FT) SOUTH FROM THE SOUTH END OF AN 18 INCH
 DF1510'CONCRETE SIDE DRAIN PIPE,
 DF1510'1.13 METERS (3.70 FT) NORTH FROM A POWER POLE, AND
 DF1510'1.01 METERS (3.30 FT) EAST FROM A WITNESS POST.
 DF1510'
 DF1510'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1510'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 DF1510'JEFFERSON COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1509 ***********************************************************************
 DF1509  DESIGNATION -  BV 081 220 GADT AZ MK
 DF1509  PID         -  DF1509
 DF1509  STATE/COUNTY-  GA/JEFFERSON
 DF1509  USGS QUAD   -  KELLYS POND (1950)
 DF1509
 DF1509                         *CURRENT SURVEY CONTROL
 DF1509  ___________________________________________________________________
 DF1509* NAD 83(1994)-  33 04 39.04177(N)    082 20 13.63772(W)     ADJUSTED  
 DF1509* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 DF1509  ___________________________________________________________________
 DF1509  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 DF1509  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF1509
 DF1509  HORZ ORDER  -  SECOND
 DF1509
 DF1509.The horizontal coordinates were established by classical geodetic methods
 DF1509.and adjusted by the National Geodetic Survey in September 1997..
 DF1509
 DF1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1509
 DF1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1509
 DF1509.The geoid height was determined by GEOID03.
 DF1509
 DF1509;                    North         East     Units Scale Factor Converg.
 DF1509;SPC GA E     -   341,209.877   184,085.965   MT  0.99990312   -0 05 34.9
 DF1509;SPC GA E     - 1,119,452.74    603,955.37   sFT  0.99990312   -0 05 34.9
 DF1509;UTM  17      - 3,660,674.828   375,196.389   MT  0.99979205   -0 43 47.5
 DF1509
 DF1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1509!SPC GA E     -   0.99998734  x   0.99990312  =   0.99989046
 DF1509!UTM  17      -   0.99998734  x   0.99979205  =   0.99977939
 DF1509
 DF1509                          SUPERSEDED SURVEY CONTROL
 DF1509
 DF1509  NAD 83(1986)-  33 04 39.04636(N)    082 20 13.63453(W) AD(       ) 2
 DF1509  NAD 27      -  33 04 38.50677(N)    082 20 14.18743(W) AD(       ) 2
 DF1509  NGVD 29 (07/19/86)  110.0    (m)          361.     (f) VERT ANG       
 DF1509
 DF1509.Superseded values are not recommended for survey control.
 DF1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1509.See file dsdata.txt to determine how the superseded data were derived.
 DF1509
 DF1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7519660675(NAD 83)
 DF1509_MARKER: DD = SURVEY DISK
 DF1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1509+STABILITY: SURFACE MOTION
 DF1509
 DF1509  HISTORY     - Date     Condition        Report By
 DF1509  HISTORY     - 1980     MONUMENTED       GADT
 DF1509
 DF1509                          STATION DESCRIPTION
 DF1509
 DF1509'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1509'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) NORTH-NORTHEAST OF
 DF1509'LOUISVILLE, 15 KM (9-1/4 MI) SOUTH-SOUTHEAST OF WRENS, AND
 DF1509'9.8 KM (6 MI)WEST-NORTHWEST OF VIDETTE.
 DF1509'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1509'
 DF1509'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND U.S.
 DF1509'HIGHWAY 1 BY-PASS (STATE ROUTE 4) ABOUT 1.6 KM (1 MI) EAST OF
 DF1509'LOUISVILLE, GO NORTH ALONG U.S. HIGHWAY 1 BY-PASS FOR 0.8 KM
 DF1509'(0.5 MI) TO THE JUNCTION OF WALNUT STREET (PAVED) TO THE LEFT AND
 DF1509'COUNTY PAVED ROAD 92381 (MIDDLE GROUND ROAD) TO THE RIGHT.  TURN
 DF1509'RIGHT AND GO NORTHEAST ALONG COUNTY ROAD 92381 FOR 3.2 KM (2.0 MI)
 DF1509'TO THE JUNCTION OF COUNTY DIRT ROAD 151 TO THE RIGHT.  CONTINUE
 DF1509'NORTHEAST ALONG COUNTY ROAD 92381 FOR 5.8 KM (3.6 MI) TO THE
 DF1509'JUNCTION OF COUNTY DIRT ROAD 1 FORKING TO THE RIGHT.  CONTINUE
 DF1509'NORTHEAST ALONG COUNTY ROAD 92381 FOR 1.1 KM (0.7 MI) TO
 DF1509'THE STATION ON THE LEFT.
 DF1509'
 DF1509'THE STATION IS A STANDARD GADT DISK
 DF1509'STAMPED---081-220 1980 AZ MK---,
 DF1509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1509'FLUSH WITH GROUND.  IT IS LOCATED
 DF1509'11.58 METERS (38.00 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1509'ROAD 92381
 DF1509'27.22 METERS (89.30 FT) SOUTH FROM THE SOUTH END OF AN 18 INCH
 DF1509'CONCRETE SIDE DRAIN PIPE,
 DF1509'1.13 METERS (3.70 FT) NORTH FROM A POWER POLE, AND
 DF1509'1.01 METERS (3.30 FT) EAST FROM A WITNESS POST.
 DF1509'
 DF1509'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1509'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1470 ***********************************************************************
 DF1470  DESIGNATION -  BV 081 221 GADT
 DF1470  PID         -  DF1470
 DF1470  STATE/COUNTY-  GA/JEFFERSON
 DF1470  USGS QUAD   -  MATTHEWS (1950)
 DF1470
 DF1470                         *CURRENT SURVEY CONTROL
 DF1470  ___________________________________________________________________
 DF1470* NAD 83(1994)-  33 12 41.77013(N)    082 15 08.89396(W)     ADJUSTED  
 DF1470* NAVD 88     -       113.9    (meters)     374.     (feet)  VERTCON   
 DF1470  ___________________________________________________________________
 DF1470  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 DF1470  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DF1470
 DF1470  HORZ ORDER  -  SECOND
 DF1470
 DF1470.The horizontal coordinates were established by classical geodetic methods
 DF1470.and adjusted by the National Geodetic Survey in September 1997..
 DF1470
 DF1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1470
 DF1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1470
 DF1470.The geoid height was determined by GEOID03.
 DF1470
 DF1470;                    North         East     Units Scale Factor Converg.
 DF1470;SPC GA E     -   356,070.409   192,001.346   MT  0.99990079   -0 02 49.2
 DF1470;SPC GA E     - 1,168,207.67    629,924.42   sFT  0.99990079   -0 02 49.2
 DF1470;UTM  17      - 3,675,444.505   383,275.757   MT  0.99976798   -0 41 09.9
 DF1470
 DF1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1470!SPC GA E     -   0.99998674  x   0.99990079  =   0.99988753
 DF1470!UTM  17      -   0.99998674  x   0.99976798  =   0.99975472
 DF1470
 DF1470|---------------------------------------------------------------------|
 DF1470| PID    Reference Object                     Distance      Geod. Az  |
 DF1470|                                                           dddmmss.s |
 DF1470| DF1471 BV 081 221 GADT RM 1                 23.831 METERS 23653     |
 DF1470| DF1472 BV 081 221 GADT AZ MK               APPROX. 0.7 KM 2371638.4 |
 DF1470|---------------------------------------------------------------------|
 DF1470
 DF1470                          SUPERSEDED SURVEY CONTROL
 DF1470
 DF1470  NAD 83(1986)-  33 12 41.77460(N)    082 15 08.89030(W) AD(       ) 2
 DF1470  NAD 27      -  33 12 41.25243(N)    082 15 09.44853(W) AD(       ) 2
 DF1470  NGVD 29 (07/19/86)  114.1    (m)          374.     (f) VERT ANG       
 DF1470
 DF1470.Superseded values are not recommended for survey control.
 DF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1470.See file dsdata.txt to determine how the superseded data were derived.
 DF1470
 DF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8327675445(NAD 83)
 DF1470_MARKER: DD = SURVEY DISK
 DF1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1470+STABILITY: SURFACE MOTION
 DF1470
 DF1470  HISTORY     - Date     Condition        Report By
 DF1470  HISTORY     - 1980     MONUMENTED       GADT
 DF1470
 DF1470                          STATION DESCRIPTION
 DF1470
 DF1470'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1470'THE STATION IS LOCATED ABOUT 12.5 KM (7-3/4 MI) EAST OF WRENS,
 DF1470'3.2 KM (2 MI) SOUTHWEST OF KEYSVILLE, AND 5.2 KM (3-1/4 MI)
 DF1470'EAST OF MATTHEWS.
 DF1470'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1470'
 DF1470'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1470'STATE ROUTE 305 APPROXIMATELY 1.2 KM (3/4 MI) SOUTH OF
 DF1470'KEYSVILLE, GO SOUTHWEST ALONG STATE ROUTE 88 FOR 2.1 KM (1.3 MI)
 DF1470'TO THE JUNCTION OF COUNTY PAVED ROAD 19 TO THE LEFT AND COUNTY
 DF1470'DIRT ROAD 19 TO THE RIGHT.  CONTINUE GOING SOUTHWEST ALONG STATE
 DF1470'ROUTE 88 FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 DF1470'
 DF1470'THE STATION IS A STANDARD GADT DISK
 DF1470'STAMPED---081-221 1980---,
 DF1470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1470'FLUSH WITH GROUND.  IT IS LOCATED
 DF1470'11.89 METERS (39.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 DF1470'ROUTE 88,
 DF1470'20.60 METERS (67.60 FT) NORTHWEST FROM A POWER POLE ON THE SOUTH
 DF1470'SIDE OF STATE ROUTE 88,
 DF1470'12.19 METERS (40.00 FT) SOUTH-SOUTHWEST FROM A 30 INCH OAK TREE,
 DF1470'AND
 DF1470'0.98 METER (3.2 FT) SOUTHEAST FROM A WITNESS POST.
 DF1470'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1470'STAMPED---081-221 1980---,
 DF1470'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1470'
 DF1470'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1470'STAMPED---081-221 1980 RM 1---,
 DF1470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1470'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1470'11.58 METERS (38.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 DF1470'ROUTE 88,
 DF1470'33.50 METERS (109.9 FT) WEST FROM THE POWER POLE TO THE SOUTH
 DF1470'OF STATE ROUTE 88,
 DF1470'0.98 METER (3.2 FT) NORTHWEST FROM A WITNESS POST.
 DF1470'MARK IS LEVEL WITH STATION.
 DF1470'
 DF1470'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1470'STAMPED---081-221 1980 AZ MK---,
 DF1470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1470'FLUSH WITH GROUND.  IT IS LOCATED
 DF1470'9.60 METERS (31.50 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1470'STATE ROUTE 88,
 DF1470'3.93 METERS (12.90 FT) SOUTH-SOUTHWEST FROM THE WEST END OF A 24
 DF1470'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 DF1470'1.83 METERS (6.00 FT) EAST FROM A POWER POLE, AND
 DF1470'0.98 METER (3.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1470'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ALONG
 DF1470'STATE ROUTE 88 FOR 0.65 KM (0.4 MI) TO THE MARK ON THE
 DF1470'LEFT.
 DF1470'
 DF1470'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1470'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1470'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1472 ***********************************************************************
 DF1472  DESIGNATION -  BV 081 221 GADT AZ MK
 DF1472  PID         -  DF1472
 DF1472  STATE/COUNTY-  GA/JEFFERSON
 DF1472  USGS QUAD   -  MATTHEWS (1950)
 DF1472
 DF1472                         *CURRENT SURVEY CONTROL
 DF1472  ___________________________________________________________________
 DF1472* NAD 83(1994)-  33 12 29.89095(N)    082 15 30.88550(W)     ADJUSTED  
 DF1472* NAVD 88     -       112.8    (meters)     370.     (feet)  VERTCON   
 DF1472  ___________________________________________________________________
 DF1472  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DF1472  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DF1472
 DF1472  HORZ ORDER  -  SECOND
 DF1472
 DF1472.The horizontal coordinates were established by classical geodetic methods
 DF1472.and adjusted by the National Geodetic Survey in September 1997..
 DF1472
 DF1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1472
 DF1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1472
 DF1472.The geoid height was determined by GEOID03.
 DF1472
 DF1472;                    North         East     Units Scale Factor Converg.
 DF1472;SPC GA E     -   355,704.958   191,431.565   MT  0.99990090   -0 03 01.2
 DF1472;SPC GA E     - 1,167,008.68    628,055.06   sFT  0.99990090   -0 03 01.2
 DF1472;UTM  17      - 3,675,085.478   382,702.010   MT  0.99976964   -0 41 21.8
 DF1472
 DF1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1472!SPC GA E     -   0.99998691  x   0.99990090  =   0.99988781
 DF1472!UTM  17      -   0.99998691  x   0.99976964  =   0.99975655
 DF1472
 DF1472                          SUPERSEDED SURVEY CONTROL
 DF1472
 DF1472  NAD 83(1986)-  33 12 29.89543(N)    082 15 30.88184(W) AD(       ) 2
 DF1472  NAD 27      -  33 12 29.37292(N)    082 15 31.43942(W) AD(       ) 2
 DF1472  NGVD 29 (07/19/86)  113.0    (m)          371.     (f) VERT ANG       
 DF1472
 DF1472.Superseded values are not recommended for survey control.
 DF1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1472.See file dsdata.txt to determine how the superseded data were derived.
 DF1472
 DF1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8270275085(NAD 83)
 DF1472_MARKER: DD = SURVEY DISK
 DF1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1472+STABILITY: SURFACE MOTION
 DF1472
 DF1472  HISTORY     - Date     Condition        Report By
 DF1472  HISTORY     - 1980     MONUMENTED       GADT
 DF1472
 DF1472                          STATION DESCRIPTION
 DF1472
 DF1472'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1472'THE STATION IS LOCATED ABOUT 11.8 KM (7-1/4 MI) EAST OF WRENS,
 DF1472'4 KM (2-1/2 MI) SOUTHWEST OF KEYSVILLE, AND 4.8 KM (3 MI)
 DF1472'EAST OF MATTHEWS.
 DF1472'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1472'
 DF1472'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND STATE
 DF1472'ROUTE 305 APPROXIMATELY 1.2 KM (3/4 MI) SOUTH OF KEYSVILLE, GO
 DF1472'SOUTHWEST ALONG STATE ROUTE 88 FOR 2.1 KM (1.3 MI) TO THE JUNCTION
 DF1472'OF COUNTY PAVED ROAD 19 TO THE LEFT AND COUNTY DIRT ROAD 19 TO THE
 DF1472'RIGHT.  CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 88 FOR
 DF1472'0.9 KM (0.55 MI) TO THE STATION ON THE LEFT.
 DF1472'
 DF1472'THE STATION IS A STANDARD GADT DISK
 DF1472'STAMPED---081-221 1980 AZ MK---,
 DF1472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1472'FLUSH WITH GROUND.  IT IS LOCATED
 DF1472'9.60 METERS (31.50 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1472'STATE ROUTE 88,
 DF1472'3.93 METERS (12.90 FT) SOUTH-SOUTHWEST FROM THE WEST END OF A 24
 DF1472'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 DF1472'1.83 METERS (6 FT) EAST FROM A POWER POLE, AND
 DF1472'0.98 METER (3.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1472'
 DF1472'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1472'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1537 ***********************************************************************
 DF1537  DESIGNATION -  BV 081 222 GADT
 DF1537  PID         -  DF1537
 DF1537  STATE/COUNTY-  GA/JEFFERSON
 DF1537  USGS QUAD   -  LOUISVILLE (1980)
 DF1537
 DF1537                         *CURRENT SURVEY CONTROL
 DF1537  ___________________________________________________________________
 DF1537* NAD 83(1994)-  33 01 58.60688(N)    082 29 40.84390(W)     ADJUSTED  
 DF1537* NAVD 88     -       101.0    (meters)     331.     (feet)  VERTCON   
 DF1537  ___________________________________________________________________
 DF1537  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DF1537  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF1537
 DF1537  HORZ ORDER  -  SECOND
 DF1537
 DF1537.The horizontal coordinates were established by classical geodetic methods
 DF1537.and adjusted by the National Geodetic Survey in September 1997..
 DF1537
 DF1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1537
 DF1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1537
 DF1537.The geoid height was determined by GEOID03.
 DF1537
 DF1537;                    North         East     Units Scale Factor Converg.
 DF1537;SPC GA E     -   336,302.733   169,360.600   MT  0.99991157   -0 10 43.7
 DF1537;SPC GA E     - 1,103,353.22    555,643.90   sFT  0.99991157   -0 10 43.7
 DF1537;UTM  17      - 3,655,931.992   360,418.771   MT  0.99984022   -0 48 53.7
 DF1537
 DF1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1537!SPC GA E     -   0.99998867  x   0.99991157  =   0.99990024
 DF1537!UTM  17      -   0.99998867  x   0.99984022  =   0.99982889
 DF1537
 DF1537:                Primary Azimuth Mark                     Grid Az
 DF1537:SPC GA E     -  BV 081 222 GADT AZ MK                    118 00 50.0
 DF1537:UTM  17      -  BV 081 222 GADT AZ MK                    118 39 00.0
 DF1537
 DF1537|---------------------------------------------------------------------|
 DF1537| PID    Reference Object                     Distance      Geod. Az  |
 DF1537|                                                           dddmmss.s |
 DF1537| DF1536 BV 081 222 GADT AZ MK               APPROX. 0.9 KM 1175006.3 |
 DF1537| DF1538 BV 081 222 GADT RM 1                 20.248 METERS 30743     |
 DF1537|---------------------------------------------------------------------|
 DF1537
 DF1537                          SUPERSEDED SURVEY CONTROL
 DF1537
 DF1537  NAD 83(1986)-  33 01 58.61150(N)    082 29 40.84136(W) AD(       ) 2
 DF1537  NAD 27      -  33 01 58.06718(N)    082 29 41.37963(W) AD(       ) 2
 DF1537  NGVD 29 (07/19/86)  101.2    (m)          332.     (f) VERT ANG       
 DF1537
 DF1537.Superseded values are not recommended for survey control.
 DF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1537.See file dsdata.txt to determine how the superseded data were derived.
 DF1537
 DF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6041955932(NAD 83)
 DF1537_MARKER: DD = SURVEY DISK
 DF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1537+STABILITY: SURFACE MOTION
 DF1537
 DF1537  HISTORY     - Date     Condition        Report By
 DF1537  HISTORY     - 1980     MONUMENTED       GADT
 DF1537
 DF1537                          STATION DESCRIPTION
 DF1537
 DF1537'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1537'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) NORTHWEST OF
 DF1537'LOUISVILLE, 12 KM (7-1/2 MI) EAST-NORTHEAST OF DAVISBORO, AND
 DF1537'18 KM (11-1/4 MI) SOUTH OF AVERA ON STATE RIGHT OF WAY.
 DF1537'
 DF1537'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 171 AND US
 DF1537'HIGHWAY 221 (STATE ROUTE 24) ABOUT 1.5 KM (1 MI) SOUTHWEST
 DF1537'OF LOUISVILLE, GO NORTHWEST ALONG STATE ROUTE 171 FOR 3.85
 DF1537'KM (2.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 257 TO THE LEFT.
 DF1537'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 171 FOR 3.2 KM (2.0
 DF1537'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 263 FORKING TO THE LEFT,
 DF1537'AND BENCH MARK 25 DOP USGS ON THE LEFT.  CONTINUE GOING NORTHWEST
 DF1537'ALONG STATE ROUTE 171 FOR 0.3 KM (0.15 MI) TO THE JUNCTION OF
 DF1537'DIRT COUNTY ROAD 261 TO THE RIGHT AND THE AZIMUTH MARK ON THE
 DF1537'RIGHT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 171 FOR 0.9
 DF1537'KM (0.55 MI) TO THE STATION ON THE LEFT.
 DF1537'
 DF1537'THE STATION IS A STANDARD GADT DISK
 DF1537'STAMPED---081-222 1980---,
 DF1537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1537'FLUSH WITH GROUND.  IT IS LOCATED
 DF1537'14.02 METERS (46.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1537'STATE ROUTE 171,
 DF1537'3.41 METERS (11.20 FT) NORTH-NORTHWEST FROM A 14 INCH PINE TREE,
 DF1537'2.44 METERS (8.00 FT) EAST FROM A 10 INCH SWEETGUM TREE, AND
 DF1537'1.37 METERS (4.5 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF1537'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1537'STAMPED---081-222 1980---,
 DF1537'SET INTO AN IRREGULAR MASS OF CONCRETE .80 METERS BELOW THE SURFACE.
 DF1537'
 DF1537'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1537'STAMPED---081-222 1980 RM 1---,
 DF1537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1537'FLUSH WITH GROUND.  IT IS LOCATED
 DF1537'12.56 METERS (41.20 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1537'STATE ROUTE 171,
 DF1537'5.18 METERS (17.00 FT) NORTH-NORTHWEST FROM A 12 INCH PINE TREE,
 DF1537'5.12 METERS (16.80 FT) EAST-NORTHEAST FROM A 14 INCH PINE TREE,
 DF1537'AND
 DF1537'2.49 METERS (4.90 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DF1537'MARK IS LEVEL WITH STATION.
 DF1537'
 DF1537'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1537'STAMPED---081-222 1980 AZ MK---,
 DF1537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1537'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1537'10.91 METERS (35.80 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1537'STATE ROUTE 171,
 DF1537'13.99 METERS (45.90 FT) NORTHWEST FROM THE WEST END OF AN 18 INCH
 DF1537'CONCRETE PIPE UNDER COUNTY ROAD 261 TO THE NORTHEAST,
 DF1537'1.58 METERS (5.20 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1537'0.97 METER (3.20 FT) SOUTH-SOUTHWEST FROM A WITNESS POST
 DF1537'
 DF1537'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1537'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1537'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1536 ***********************************************************************
 DF1536  DESIGNATION -  BV 081 222 GADT AZ MK
 DF1536  PID         -  DF1536
 DF1536  STATE/COUNTY-  GA/JEFFERSON
 DF1536  USGS QUAD   -  LOUISVILLE (1980)
 DF1536
 DF1536                         *CURRENT SURVEY CONTROL
 DF1536  ___________________________________________________________________
 DF1536* NAD 83(1994)-  33 01 45.34724(N)    082 29 11.03494(W)     ADJUSTED  
 DF1536* NAVD 88     -        97.4    (meters)     320.     (feet)  VERTCON   
 DF1536  ___________________________________________________________________
 DF1536  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DF1536  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DF1536
 DF1536  HORZ ORDER  -  SECOND
 DF1536
 DF1536.The horizontal coordinates were established by classical geodetic methods
 DF1536.and adjusted by the National Geodetic Survey in September 1997..
 DF1536
 DF1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1536
 DF1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1536
 DF1536.The geoid height was determined by GEOID03.
 DF1536
 DF1536;                    North         East     Units Scale Factor Converg.
 DF1536;SPC GA E     -   335,891.899   170,132.815   MT  0.99991100   -0 10 27.4
 DF1536;SPC GA E     - 1,102,005.34    558,177.41   sFT  0.99991100   -0 10 27.4
 DF1536;UTM  17      - 3,655,512.641   361,186.322   MT  0.99983759   -0 48 37.1
 DF1536
 DF1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1536!SPC GA E     -   0.99998924  x   0.99991100  =   0.99990024
 DF1536!UTM  17      -   0.99998924  x   0.99983759  =   0.99982683
 DF1536
 DF1536                          SUPERSEDED SURVEY CONTROL
 DF1536
 DF1536  NAD 83(1986)-  33 01 45.35186(N)    082 29 11.03242(W) AD(       ) 2
 DF1536  NAD 27      -  33 01 44.80739(N)    082 29 11.57140(W) AD(       ) 2
 DF1536  NGVD 29 (07/19/86)   97.6    (m)          320.     (f) VERT ANG       
 DF1536
 DF1536.Superseded values are not recommended for survey control.
 DF1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1536.See file dsdata.txt to determine how the superseded data were derived.
 DF1536
 DF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6118655513(NAD 83)
 DF1536_MARKER: DD = SURVEY DISK
 DF1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1536+STABILITY: SURFACE MOTION
 DF1536
 DF1536  HISTORY     - Date     Condition        Report By
 DF1536  HISTORY     - 1980     MONUMENTED       GADT
 DF1536
 DF1536                          STATION DESCRIPTION
 DF1536
 DF1536'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1536'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-NORTHWEST OF
 DF1536'LOUISVILLE, 12.4 KM (7-3/4 MI) EAST-NORTHEAST OF DAVISBORO, AND
 DF1536'18.4 KM (11-1/2 MI) SOUTH-SOUTHEAST OF AVERA ON STATE RIGHT OF WAY.
 DF1536'
 DF1536'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 171 AND US
 DF1536'HIGHWAY 221 (STATE ROUTE 24) ABOUT 1.5 KM (1 MI) SOUTHWEST
 DF1536'OF LOUISVILLE, GO NORTHWEST ALONG STATE ROUTE 171 FOR 3.85
 DF1536'KM (2.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 257 TO THE LEFT.
 DF1536'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 171 FOR 3.2 KM (2.0
 DF1536'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 263 FORKING TO THE LEFT,
 DF1536'CONTINUE GOING NORTHWEST
 DF1536'ALONG STATE ROUTE 171 FOR 0.3 KM (0.15 MI) TO THE JUNCTION OF
 DF1536'DIRT COUNTY ROAD 261 TO THE RIGHT AND THE STATION ON THE
 DF1536'RIGHT.
 DF1536'
 DF1536'THE STATION IS A STANDARD GADT DISK
 DF1536'STAMPED---081-222 1980 AZ MK---,
 DF1536'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1536'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1536'10.91 METERS (35.80 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1536'STATE ROUTE 171,
 DF1536'13.99 METERS (45.90 FT) NORTHWEST FROM THE WEST END OF AN 18 INCH
 DF1536'CONCRETE PIPE UNDER COUNTY ROAD 261 TO THE NORTHEAST,
 DF1536'1.58 METERS (5.20 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1536'0.97 METER (3.20 FT) SOUTH-SOUTHWEST FROM A WITNESS POST
 DF1536'
 DF1536'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1536'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1507 ***********************************************************************
 DF1507  DESIGNATION -  BV 081 223 GADT
 DF1507  PID         -  DF1507
 DF1507  STATE/COUNTY-  GA/JEFFERSON
 DF1507  USGS QUAD   -  KELLYS POND (1950)
 DF1507
 DF1507                         *CURRENT SURVEY CONTROL
 DF1507  ___________________________________________________________________
 DF1507* NAD 83(1994)-  33 06 51.07264(N)    082 18 13.58620(W)     ADJUSTED  
 DF1507* NAVD 88     -       125.2    (meters)     411.     (feet)  VERTCON   
 DF1507  ___________________________________________________________________
 DF1507  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DF1507  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DF1507
 DF1507  HORZ ORDER  -  SECOND
 DF1507
 DF1507.The horizontal coordinates were established by classical geodetic methods
 DF1507.and adjusted by the National Geodetic Survey in September 1997..
 DF1507
 DF1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1507
 DF1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1507
 DF1507.The geoid height was determined by GEOID03.
 DF1507
 DF1507;                    North         East     Units Scale Factor Converg.
 DF1507;SPC GA E     -   345,272.425   187,204.689   MT  0.99990202   -0 04 29.7
 DF1507;SPC GA E     - 1,132,781.28    614,187.38   sFT  0.99990202   -0 04 29.7
 DF1507;UTM  17      - 3,664,701.980   378,359.731   MT  0.99978243   -0 42 44.5
 DF1507
 DF1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1507!SPC GA E     -   0.99998494  x   0.99990202  =   0.99988696
 DF1507!UTM  17      -   0.99998494  x   0.99978243  =   0.99976737
 DF1507
 DF1507:                Primary Azimuth Mark                     Grid Az
 DF1507:SPC GA E     -  BV 081 223 GADT AZ MK                    006 07 47.5
 DF1507:UTM  17      -  BV 081 223 GADT AZ MK                    006 46 02.3
 DF1507
 DF1507|---------------------------------------------------------------------|
 DF1507| PID    Reference Object                     Distance      Geod. Az  |
 DF1507|                                                           dddmmss.s |
 DF1507| DF1505 BV 081 223 GADT AZ MK               APPROX. 0.7 KM 0060317.8 |
 DF1507| DF1506 BV 081 223 GADT RM 1                 14.103 METERS 17309     |
 DF1507|---------------------------------------------------------------------|
 DF1507
 DF1507                          SUPERSEDED SURVEY CONTROL
 DF1507
 DF1507  NAD 83(1986)-  33 06 51.07719(N)    082 18 13.58274(W) AD(       ) 2
 DF1507  NAD 27      -  33 06 50.54233(N)    082 18 14.13718(W) AD(       ) 2
 DF1507  NGVD 29 (07/19/86)  125.4    (m)          411.     (f) VERT ANG       
 DF1507
 DF1507.Superseded values are not recommended for survey control.
 DF1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1507.See file dsdata.txt to determine how the superseded data were derived.
 DF1507
 DF1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7836064702(NAD 83)
 DF1507_MARKER: DD = SURVEY DISK
 DF1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1507+STABILITY: SURFACE MOTION
 DF1507
 DF1507  HISTORY     - Date     Condition        Report By
 DF1507  HISTORY     - 1980     MONUMENTED       GADT
 DF1507
 DF1507                          STATION DESCRIPTION
 DF1507
 DF1507'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1507'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTHEAST OF
 DF1507'LOUISVILLE, 13 KM (8 MI) SOUTHEAST OF WRENS, AND 10 KM (6-1/4 MI)
 DF1507'NORTHWEST OF VIDETTE.
 DF1507'OWNERSHIP--CONTINENTAL CAN COMPANY.
 DF1507'
 DF1507'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND STATE
 DF1507'ROUTE 305 APPROXIMATELY 10 KM (6.25 MI) SOUTH OF KEYSVILLE, GO
 DF1507'WEST ALONG STATE ROUTE 80 FOR 4.65 KM (2.9 MI) TO THE JUNCTION
 DF1507'OF COUNTY DIRT ROAD 223 (BUTLERS MILL ROAD) TO THE RIGHT AND
 DF1507'COUNTY DIRT ROAD 1 TO THE LEFT, AT THE BURKE-JEFFERSON
 DF1507'COUNTY LINE.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD 1 FOR 1.9
 DF1507'KM (1.2 MI) TO THE JUNCTION OF THE CENTRAL OF GEORGIA RAILROAD
 DF1507'CROSSING.  CONTINUE SOUTH ALONG COUNTY ROAD 1 FOR 3.7 KM (2.3 MI)
 DF1507'TO THE JUNCTION OF COUNTY DIRT ROAD 7 FORKING TO THE RIGHT, COUNTY
 DF1507'DIRT ROAD 5 CROSSING, AND COUNTY DIRT ROAD 1 CONTINUING STRAIGHT
 DF1507'AHEAD.  TURN RIGHT AND GO WEST ALONG COUNTY ROAD 5 FOR 0.5 KM
 DF1507'(0.3 MI) TO THE STATION ON THE LEFT.
 DF1507'
 DF1507'THE STATION IS A STANDARD GADT DISK
 DF1507'STAMPED---081-223 1980---,
 DF1507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1507'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1507'7.77 METERS (25.50 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DF1507'DIRT COUNTY ROAD 5,
 DF1507'4.02 METERS (13.20 FT) NORTH-NORTHWEST FROM A 12 INCH PINE TREE,
 DF1507'2.47 METERS (8.100 FT) EAST FROM A 14 INCH PINE TREE, AND
 DF1507'0.91 METER (3.000 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DF1507'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1507'STAMPED---081-223 1980---,
 DF1507'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1507'
 DF1507'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1507'STAMPED---081-223 1980 RM 1---,
 DF1507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1507'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1507'20.42 METERS (67.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE
 DF1507'OF DIRT COUNTY ROAD 5,
 DF1507'6.95 METERS (22.80 FT) EAST-NORTHEAST FROM A 10 INCH PINE TREE,
 DF1507'2.47 METERS (8.100 FT) SOUTHEAST FROM A 12 INCH PINE TREE,
 DF1507'1.95 METERS (6.400 FT) NORTH-NORTHWEST FROM ANOTHER 12 INCH PINE
 DF1507'TREE, AND
 DF1507'0.91 METER (3.000 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DF1507'MARK IS LEVEL WITH STATION.
 DF1507'
 DF1507'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1507'STAMPED---081-223 1980 AZ MK---,
 DF1507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1507'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 DF1507'6.56 METERS (21.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1507'COUNTY DIRT ROAD 7,
 DF1507'1.22 METERS (4.000 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1507'0.95 METER (3.100 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1507'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG COUNTY
 DF1507'DIRT ROAD 5 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY DIRT
 DF1507'ROAD 7 FORKING TO THE LEFT, COUNTY DIRT ROAD 1 CROSSING, AND
 DF1507'COUNTY DIRT ROAD 5 CONTINUING STRAIGHT AHEAD.  TURN LEFT AND GO
 DF1507'NORTHWEST ALONG COUNTY DIRT ROAD 7 FOR 1.05 KM (0.65 MI) TO THE
 DF1507'AZIMUTH MARK ON THE RIGHT NEAR A POWER POLE.
 DF1507'
 DF1507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1507'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1507'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1505 ***********************************************************************
 DF1505  DESIGNATION -  BV 081 223 GADT AZ MK
 DF1505  PID         -  DF1505
 DF1505  STATE/COUNTY-  GA/JEFFERSON
 DF1505  USGS QUAD   -  KELLYS POND (1950)
 DF1505
 DF1505                         *CURRENT SURVEY CONTROL
 DF1505  ___________________________________________________________________
 DF1505* NAD 83(1994)-  33 07 13.62633(N)    082 18 10.74317(W)     ADJUSTED  
 DF1505* NAVD 88     -       122.2    (meters)     401.     (feet)  VERTCON   
 DF1505  ___________________________________________________________________
 DF1505  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DF1505  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DF1505
 DF1505  HORZ ORDER  -  SECOND
 DF1505
 DF1505.The horizontal coordinates were established by classical geodetic methods
 DF1505.and adjusted by the National Geodetic Survey in September 1997..
 DF1505
 DF1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1505
 DF1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1505
 DF1505.The geoid height was determined by GEOID03.
 DF1505
 DF1505;                    North         East     Units Scale Factor Converg.
 DF1505;SPC GA E     -   345,967.080   187,279.293   MT  0.99990199   -0 04 28.1
 DF1505;SPC GA E     - 1,135,060.33    614,432.15   sFT  0.99990199   -0 04 28.1
 DF1505;UTM  17      - 3,665,395.679   378,442.049   MT  0.99978219   -0 42 43.3
 DF1505
 DF1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1505!SPC GA E     -   0.99998541  x   0.99990199  =   0.99988740
 DF1505!UTM  17      -   0.99998541  x   0.99978219  =   0.99976760
 DF1505
 DF1505                          SUPERSEDED SURVEY CONTROL
 DF1505
 DF1505  NAD 83(1986)-  33 07 13.63087(N)    082 18 10.73970(W) AD(       ) 2
 DF1505  NAD 27      -  33 07 13.09659(N)    082 18 11.29425(W) AD(       ) 2
 DF1505  NGVD 29 (07/19/86)  122.4    (m)          402.     (f) VERT ANG       
 DF1505
 DF1505.Superseded values are not recommended for survey control.
 DF1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1505.See file dsdata.txt to determine how the superseded data were derived.
 DF1505
 DF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7844265396(NAD 83)
 DF1505_MARKER: DD = SURVEY DISK
 DF1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1505+STABILITY: SURFACE MOTION
 DF1505
 DF1505  HISTORY     - Date     Condition        Report By
 DF1505  HISTORY     - 1980     MONUMENTED       GADT
 DF1505
 DF1505                          STATION DESCRIPTION
 DF1505
 DF1505'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1505'THE STATION IS LOCATED ABOUT 16.5 KM (10-1/4 MI) NORTHEAST OF
 DF1505'LOUISVILLE, 12.5 KM (7-3/4 MI) SOUTHEAST OF WRENS, AND 10.5
 DF1505'KM (6-1/2 MI) NORTHWEST OF VIDETTE.
 DF1505'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1505'
 DF1505'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 80 AND
 DF1505'STATE ROUTE 305 APPROXIMATELY 10 KM (6.25 MI) SOUTH OF KEYSVILLE,
 DF1505'GO WEST ALONG STATE ROUTE 80 FOR 4.65 KM (2.9 MI) TO THE JUNCTION
 DF1505'OF COUNTY DIRT ROAD 223 (BUTLERS MILL ROAD) TO THE RIGHT AND
 DF1505'COUNTY DIRT ROAD 1 TO THE LEFT, AT THE BURKE-JEFFERSON
 DF1505'COUNTY LINE.  TURN LEFT AND GO SOUTH ALONG COUNTY ROAD 1
 DF1505'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF THE CENTRAL OF GEORGIA
 DF1505'RAILROAD CROSSING.  CONTINUE SOUTH ALONG COUNTY ROAD 1 FOR 3.7 KM
 DF1505'(2.3 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 7 FORKING TO THE
 DF1505'RIGHT, COUNTY DIRT ROAD 5 CROSSING, AND COUNTY DIRT ROAD 1
 DF1505'CONTINUING STRAIGHT AHEAD.  TURN RIGHT AND GO NORTHWEST ALONG
 DF1505'COUNTY DIRT ROAD 7 FOR 1.05 KM (0.65 MI) TO THE STATION ON THE
 DF1505'RIGHT NEAR A POWER POLE.
 DF1505'
 DF1505'THE STATION IS A STANDARD GADT DISK
 DF1505'STAMPED---081-223 1980 AZ MK---,
 DF1505'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1505'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 DF1505'6.56 METERS (21.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF DIRT
 DF1505'COUNTY ROAD 7,
 DF1505'1.22 METERS (4.000 FT) SOUTHWEST FROM A POWER POLE, AND
 DF1505'0.95 METER (3.100 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1505'
 DF1505'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1505'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1491 ***********************************************************************
 DF1491  DESIGNATION -  BV 081 224 GADT
 DF1491  PID         -  DF1491
 DF1491  STATE/COUNTY-  GA/JEFFERSON
 DF1491  USGS QUAD   -  MATTHEWS (1950)
 DF1491
 DF1491                         *CURRENT SURVEY CONTROL
 DF1491  ___________________________________________________________________
 DF1491* NAD 83(1994)-  33 08 30.69632(N)    082 19 43.68476(W)     ADJUSTED  
 DF1491* NAVD 88     -       116.2    (meters)     381.     (feet)  VERTCON   
 DF1491  ___________________________________________________________________
 DF1491  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DF1491  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF1491
 DF1491  HORZ ORDER  -  SECOND
 DF1491
 DF1491.The horizontal coordinates were established by classical geodetic methods
 DF1491.and adjusted by the National Geodetic Survey in September 1997..
 DF1491
 DF1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1491
 DF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1491
 DF1491.The geoid height was determined by GEOID03.
 DF1491
 DF1491;                    North         East     Units Scale Factor Converg.
 DF1491;SPC GA E     -   348,344.605   184,873.794   MT  0.99990282   -0 05 19.1
 DF1491;SPC GA E     - 1,142,860.59    606,540.11   sFT  0.99990282   -0 05 19.1
 DF1491;UTM  17      - 3,667,799.550   376,063.440   MT  0.99978939   -0 43 35.6
 DF1491
 DF1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1491!SPC GA E     -   0.99998634  x   0.99990282  =   0.99988916
 DF1491!UTM  17      -   0.99998634  x   0.99978939  =   0.99977574
 DF1491
 DF1491|---------------------------------------------------------------------|
 DF1491| PID    Reference Object                     Distance      Geod. Az  |
 DF1491|                                                           dddmmss.s |
 DF1491| DF1490 BV 081 224 GADT RM 1                 20.765 METERS 01431     |
 DF1491| DF1489 BV 081 224 GADT RM 2                336.943 METERS 01432     |
 DF1491| DF1482 ANN                                 APPROX. 2.5 KM 1202649.2 |
 DF1491|---------------------------------------------------------------------|
 DF1491
 DF1491                          SUPERSEDED SURVEY CONTROL
 DF1491
 DF1491  NAD 83(1986)-  33 08 30.70085(N)    082 19 43.68123(W) AD(       ) 2
 DF1491  NAD 27      -  33 08 30.16846(N)    082 19 44.23326(W) AD(       ) 2
 DF1491  NGVD 29 (07/19/86)  116.4    (m)          382.     (f) VERT ANG       
 DF1491
 DF1491.Superseded values are not recommended for survey control.
 DF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1491.See file dsdata.txt to determine how the superseded data were derived.
 DF1491
 DF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7606367800(NAD 83)
 DF1491_MARKER: DD = SURVEY DISK
 DF1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1491+STABILITY: SURFACE MOTION
 DF1491
 DF1491  HISTORY     - Date     Condition        Report By
 DF1491  HISTORY     - 1980     MONUMENTED       GADT
 DF1491
 DF1491                          STATION DESCRIPTION
 DF1491
 DF1491'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1491'THE STATION IS LOCATED ABOUT 7.8 KM (4-3/4 MI) SOUTH OF MATHEWS,
 DF1491'9.8 KM (6 MI) SOUTHEAST OF WRENS, AND 17.2 KM (10-3/4 MI)
 DF1491'NORTH-NORTHEAST OF LOUISVILLE, ON COUNTY RIGHT OF WAY.
 DF1491'
 DF1491'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WRENS, GO EAST
 DF1491'ALONG STATE ROUTES 80 AND 88 FOR 0.7 KM (0.45 MI) TO THE
 DF1491'JUNCTION OF STATE ROUTE 80 TO THE RIGHT.  TURN RIGHT GOING
 DF1491'SOUTHEASTERLY ALONG STATE ROUTE 80 FOR 5.5 KM (3.4 MI)
 DF1491'TO THE JUNCTION OF PAVED COUNTY ROAD 92139 CROSSING IN THE
 DF1491'COMMUNITY OF STELLAVILLE.  TURN RIGHT GOING SOUTH ALONG COUNTY
 DF1491'ROAD 92139 FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF DIRT COUNTY
 DF1491'ROAD 7 CROSSING.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 7
 DF1491'FOR 1.3 KM (0.85 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 14
 DF1491'FORKING TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 7
 DF1491'FOR 2.2 KM (1.35 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 8
 DF1491'TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 8
 DF1491'FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 DF1491'10 TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD 10
 DF1491'FOR 0.2 KM (0.15 MI) TO REFERENCE MARK 2 ON THE LEFT.
 DF1491'CONTINUE GOING SOUTH ALONG COUNTY ROAD 10 FOR 0.3 KM (0.2 MI)
 DF1491'TO THE STATION ON THE RIGHT.
 DF1491'
 DF1491'THE STATION IS A STANDARD GADT DISK
 DF1491'STAMPED---081-224 1980---,
 DF1491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1491'RECESSED 15. CM BELOW THE GROUND.  IT IS LOCATED
 DF1491'3.35 METERS (11.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF DIRT
 DF1491'COUNTY ROAD 10,
 DF1491'1.49 METERS (4.9 FT) NORTH-NORTHEAST FROM A WITNESS POST, AND
 DF1491'1.19 METERS (3.9 FT) SOUTH-SOUTHWEST FROM ANOTHER WITNESS POST.
 DF1491'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1491'STAMPED---081-224 1980---,
 DF1491'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 DF1491'
 DF1491'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1491'STAMPED---081-224 1980 RM1---,
 DF1491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1491'RECESSED 30. CM BELOW THE GROUND.  IT IS LOCATED
 DF1491'1.22 METERS (4.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF DIRT
 DF1491'COUNTY ROAD 10, AND
 DF1491'2.44 METERS (8.00 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1491'MARK IS LEVEL WITH STATION.
 DF1491'
 DF1491'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DF1491'STAMPED---081-224 1980 RM 2---,
 DF1491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1491'FLUSH WITH GROUND.  IT IS LOCATED
 DF1491'7.32 METERS (24.00 FT) SOUTHEAST FROM THE CENTERLINE OF DIRT
 DF1491'COUNTY ROAD 10,
 DF1491'20.36 METERS (66.80 FT) SOUTH-SOUTHEAST FROM A 20 INCH FORKED OAK
 DF1491'TREE TO THE NORTH OF COUNTY ROAD 10,
 DF1491'22.04 METERS (72.30 FT) SOUTH-SOUTHWEST FROM A 6 INCH SWEETGUM
 DF1491'TREE TO THE NORTH OF COUNTY ROAD 10, AND
 DF1491'0.64 METER (2.10 FT) NORTHWEST FROM A WITNESS POST.
 DF1491'MARK IS ABOVE STATION 1.00 METERS.
 DF1491'
 DF1491'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1491'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1491'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1485 ***********************************************************************
 DF1485  DESIGNATION -  BV 081 225 GADT
 DF1485  PID         -  DF1485
 DF1485  STATE/COUNTY-  GA/JEFFERSON
 DF1485  USGS QUAD   -  MATTHEWS (1950)
 DF1485
 DF1485                         *CURRENT SURVEY CONTROL
 DF1485  ___________________________________________________________________
 DF1485* NAD 83(1994)-  33 08 44.71163(N)    082 18 26.24472(W)     ADJUSTED  
 DF1485* NAVD 88     -       116.3    (meters)     382.     (feet)  VERTCON   
 DF1485  ___________________________________________________________________
 DF1485  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DF1485  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DF1485
 DF1485  HORZ ORDER  -  SECOND
 DF1485
 DF1485.The horizontal coordinates were established by classical geodetic methods
 DF1485.and adjusted by the National Geodetic Survey in September 1997..
 DF1485
 DF1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1485
 DF1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1485
 DF1485.The geoid height was determined by GEOID03.
 DF1485
 DF1485;                    North         East     Units Scale Factor Converg.
 DF1485;SPC GA E     -   348,773.440   186,881.236   MT  0.99990212   -0 04 36.8
 DF1485;SPC GA E     - 1,144,267.53    613,126.19   sFT  0.99990212   -0 04 36.8
 DF1485;UTM  17      - 3,668,205.960   378,075.298   MT  0.99978329   -0 42 53.6
 DF1485
 DF1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1485!SPC GA E     -   0.99998634  x   0.99990212  =   0.99988846
 DF1485!UTM  17      -   0.99998634  x   0.99978329  =   0.99976963
 DF1485
 DF1485:                Primary Azimuth Mark                     Grid Az
 DF1485:SPC GA E     -  BV 081 225 GADT AZ MK                    175 17 48.2
 DF1485:UTM  17      -  BV 081 225 GADT AZ MK                    175 56 05.0
 DF1485
 DF1485|---------------------------------------------------------------------|
 DF1485| PID    Reference Object                     Distance      Geod. Az  |
 DF1485|                                                           dddmmss.s |
 DF1485| DF1483 BV 081 225 GADT AZ MK               APPROX. 1.1 KM 1751311.4 |
 DF1485| DF1484 BV 081 225 GADT RM 1                 25.750 METERS 17619     |
 DF1485|---------------------------------------------------------------------|
 DF1485
 DF1485                          SUPERSEDED SURVEY CONTROL
 DF1485
 DF1485  NAD 83(1986)-  33 08 44.71613(N)    082 18 26.24121(W) AD(       ) 2
 DF1485  NAD 27      -  33 08 44.18420(N)    082 18 26.79547(W) AD(       ) 2
 DF1485  NGVD 29 (07/19/86)  116.5    (m)          382.     (f) VERT ANG       
 DF1485
 DF1485.Superseded values are not recommended for survey control.
 DF1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1485.See file dsdata.txt to determine how the superseded data were derived.
 DF1485
 DF1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7807568206(NAD 83)
 DF1485_MARKER: DD = SURVEY DISK
 DF1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1485+STABILITY: SURFACE MOTION
 DF1485
 DF1485  HISTORY     - Date     Condition        Report By
 DF1485  HISTORY     - 1980     MONUMENTED       GADT
 DF1485
 DF1485                          STATION DESCRIPTION
 DF1485
 DF1485'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1485'THE STATION IS LOCATED ABOUT 28.2 KM (17-1/2 MI) WEST-NORTHWEST
 DF1485'OF WAYNESBORO, 19 KM (11-3/4 MI) NORTH-NORTHEAST OF LOUISVILLE,
 DF1485'AND
 DF1485'10 KM (6-1/4 MI) SOUTHEAST OF WRENS.
 DF1485'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1485'
 DF1485'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1485'STATE ROUTE 80, ABOUT 1.0 KM (0.6 MI) EAST OF WRENS, GO SOUTH
 DF1485'THEN SOUTHEAST ALONG STATE ROUTE 80 FOR 5.5 KM (3.4 MI) TO THE
 DF1485'JUNCTION OF COUNTY PAVED ROAD 92139 CROSSING IN THE SMALL
 DF1485'COMMUNITY OF STELLAVILLE.  CONTINUE SOUTHEAST ALONG STATE
 DF1485'ROUTE 80 FOR 3.1 KM (1.9 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 DF1485'12 TO THE RIGHT AT BRUSHY CREEK.  TURN RIGHT AND GO SOUTH ALONG
 DF1485'COUNTY DIRT ROAD 12 FOR 1.8 KM (1.1 MI) TO THE JUNCTION OF COUNTY
 DF1485'DIRT ROAD 14 CROSSING.  CONTINUE SOUTH ALONG COUNTY ROAD 12 FOR
 DF1485'1.8 KM (1.1 MI) TO THE STATION ON THE LEFT AT A RAILROAD
 DF1485'CROSSING.
 DF1485'
 DF1485'THE STATION IS A STANDARD GADT DISK
 DF1485'STAMPED---081-225 1980---,
 DF1485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1485'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1485'9.91 METERS (32.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1485'COUNTY DIRT ROAD 12,
 DF1485'19.84 METERS (65.10 FT) NORTH-NORTHEAST FROM THE POINT OF
 DF1485'INTERSECTION OF THE CENTERLINES OF COUNTY DIRT ROAD 12 AND THE
 DF1485'RAILROAD TRACK,
 DF1485'35.78 METERS (117.4 FT) EAST-SOUTHEAST FROM A POWER POLE TO THE
 DF1485'WEST OF COUNTY ROAD 12, AND
 DF1485'1.22 METERS (04.00 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1485'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1485'STAMPED---081-225 1980---,
 DF1485'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1485'
 DF1485'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1485'STAMPED---081-225 1980 RM 1---,
 DF1485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1485'FLUSH WITH GROUND.  IT IS LOCATED
 DF1485'4.27 METERS (14.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1485'COUNTY DIRT ROAD 12,
 DF1485'9.21 METERS (30.20 FT) EAST-SOUTHEAST FROM THE POINT OF
 DF1485'INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE RAILROAD
 DF1485'TRACK,
 DF1485'14.87 METERS (48.80 FT) NORTHEAST FROM A POWER POLE TO THE WEST
 DF1485'OF THE ROAD,
 DF1485'3.66 METERS (12.00 FT) SOUTH FROM THE SOUTH RAIL OF THE RAILROAD
 DF1485'TRACK, AND
 DF1485'0.82 METER (2.70 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1485'MARK IS ABOVE STATION 1.00 METERS.
 DF1485'
 DF1485'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1485'STAMPED---081-225 1980 AZ MK---,
 DF1485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1485'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1485'6.71 METERS (22.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1485'COUNTY DIRT ROAD 12,
 DF1485'6.16 METERS (20.20 FT) WEST-SOUTHWEST FROM A 28 INCH PINE TREE,
 DF1485'4.45 METERS (14.60 FT) NORTH-NORTHEAST FROM ANOTHER 28 INCH PINE
 DF1485'TREE, AND
 DF1485'0.94 METER (3.10 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1485'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG COUNTY
 DF1485'DIRT ROAD 12 FOR 1.1 KM (0.7 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1485'
 DF1485'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1485'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1485'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1483 ***********************************************************************
 DF1483  DESIGNATION -  BV 081 225 GADT AZ MK
 DF1483  PID         -  DF1483
 DF1483  STATE/COUNTY-  GA/JEFFERSON
 DF1483  USGS QUAD   -  MATTHEWS (1950)
 DF1483
 DF1483                         *CURRENT SURVEY CONTROL
 DF1483  ___________________________________________________________________
 DF1483* NAD 83(1994)-  33 08 10.20604(N)    082 18 22.81504(W)     ADJUSTED  
 DF1483* NAVD 88     -       119.4    (meters)     392.     (feet)  VERTCON   
 DF1483  ___________________________________________________________________
 DF1483  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DF1483  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DF1483
 DF1483  HORZ ORDER  -  SECOND
 DF1483
 DF1483.The horizontal coordinates were established by classical geodetic methods
 DF1483.and adjusted by the National Geodetic Survey in September 1997..
 DF1483
 DF1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1483
 DF1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1483
 DF1483.The geoid height was determined by GEOID03.
 DF1483
 DF1483;                    North         East     Units Scale Factor Converg.
 DF1483;SPC GA E     -   347,710.395   186,968.696   MT  0.99990209   -0 04 34.9
 DF1483;SPC GA E     - 1,140,779.85    613,413.13   sFT  0.99990209   -0 04 34.9
 DF1483;UTM  17      - 3,667,142.134   378,150.908   MT  0.99978306   -0 42 51.0
 DF1483
 DF1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1483!SPC GA E     -   0.99998585  x   0.99990209  =   0.99988794
 DF1483!UTM  17      -   0.99998585  x   0.99978306  =   0.99976891
 DF1483
 DF1483                          SUPERSEDED SURVEY CONTROL
 DF1483
 DF1483  NAD 83(1986)-  33 08 10.21056(N)    082 18 22.81154(W) AD(       ) 2
 DF1483  NAD 27      -  33 08 09.67773(N)    082 18 23.36584(W) AD(       ) 2
 DF1483  NGVD 29 (07/19/86)  119.6    (m)          392.     (f) VERT ANG       
 DF1483
 DF1483.Superseded values are not recommended for survey control.
 DF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1483.See file dsdata.txt to determine how the superseded data were derived.
 DF1483
 DF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7815167142(NAD 83)
 DF1483_MARKER: DD = SURVEY DISK
 DF1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1483+STABILITY: SURFACE MOTION
 DF1483
 DF1483  HISTORY     - Date     Condition        Report By
 DF1483  HISTORY     - 1980     MONUMENTED       GADT
 DF1483
 DF1483                          STATION DESCRIPTION
 DF1483
 DF1483'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1483'THE STATION IS LOCATED ABOUT 27.8 KM (17-1/4 MI) WEST-NORTHWEST
 DF1483'OF WAYNESBORO, 18.5 KM (11-1/2 MI) NORTH-NORTHEAST OF
 DF1483'LOUISVILLE, AND 10.5 KM (6-1/2 MI) SOUTHEAST OF WRENS.
 DF1483'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1483'
 DF1483'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND
 DF1483'STATE ROUTE 80, ABOUT 1.0 KM (0.6 MI) EAST OF WRENS, GO SOUTH THEN
 DF1483'SOUTHEAST ALONG STATE ROUTE 80 FOR 5.5 KM (3.4 MI) TO THE
 DF1483'JUNCTION OF COUNTY PAVED ROAD 92139 CROSSING IN THE SMALL
 DF1483'COMMUNITY OF STELLAVILLE.  CONTINUE SOUTHEAST ALONG STATE
 DF1483'ROUTE 80 FOR 3.1 KM (1.9 MI) TO THE JUNCTION OF COUNTY DIRT ROAD
 DF1483'12 TO THE RIGHT AT BRUSHY CREEK.  TURN RIGHT AND GO SOUTH ALONG
 DF1483'COUNTY DIRT ROAD 12 FOR 1.8 KM (1.1 MI) TO THE JUNCTION OF COUNTY
 DF1483'DIRT ROAD 14 CROSSING.  CONTINUE SOUTH ALONG COUNTY ROAD 12 FOR
 DF1483'2.9 KM (1.8 MI) TO THE STATION ON THE LEFT.
 DF1483'
 DF1483'THE STATION IS A STANDARD GADT DISK
 DF1483'STAMPED---081-225 1980 AZ MK---,
 DF1483'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1483'PROJECTING 7.6 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1483'6.71 METERS (22.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1483'COUNTY DIRT ROAD 12,
 DF1483'6.16 METERS (20.20 FT) WEST-SOUTHWEST FROM A 28 INCH PINE TREE,
 DF1483'4.45 METERS (14.60 FT) NORTH-NORTHEAST FROM ANOTHER 28 INCH PINE
 DF1483'TREE, AND
 DF1483'0.94 METER (3.1 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1483'
 DF1483'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1483'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1527 ***********************************************************************
 DF1527  DESIGNATION -  BV 081 226 GADT
 DF1527  PID         -  DF1527
 DF1527  STATE/COUNTY-  GA/JEFFERSON
 DF1527  USGS QUAD   -  LOUISVILLE (1980)
 DF1527
 DF1527                         *CURRENT SURVEY CONTROL
 DF1527  ___________________________________________________________________
 DF1527* NAD 83(1994)-  33 06 46.31027(N)    082 22 38.11384(W)     ADJUSTED  
 DF1527* NAVD 88     -       114.5    (meters)     376.     (feet)  VERTCON   
 DF1527  ___________________________________________________________________
 DF1527  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DF1527  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF1527
 DF1527  HORZ ORDER  -  SECOND
 DF1527
 DF1527.The horizontal coordinates were established by classical geodetic methods
 DF1527.and adjusted by the National Geodetic Survey in September 1997..
 DF1527
 DF1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1527
 DF1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1527
 DF1527.The geoid height was determined by GEOID03.
 DF1527
 DF1527;                    North         East     Units Scale Factor Converg.
 DF1527;SPC GA E     -   345,137.090   180,346.994   MT  0.99990476   -0 06 54.2
 DF1527;SPC GA E     - 1,132,337.27    591,688.43   sFT  0.99990476   -0 06 54.2
 DF1527;UTM  17      - 3,664,642.954   371,501.711   MT  0.99980358   -0 45 08.9
 DF1527
 DF1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1527!SPC GA E     -   0.99998659  x   0.99990476  =   0.99989135
 DF1527!UTM  17      -   0.99998659  x   0.99980358  =   0.99979017
 DF1527
 DF1527|---------------------------------------------------------------------|
 DF1527| PID    Reference Object                     Distance      Geod. Az  |
 DF1527|                                                           dddmmss.s |
 DF1527| DF1526 BV 081 226 GADT RM 1                 18.202 METERS 08327     |
 DF1527| DF1511 BV 081 226 GADT RM 2                321.490 METERS 08333     |
 DF1527|---------------------------------------------------------------------|
 DF1527
 DF1527                          SUPERSEDED SURVEY CONTROL
 DF1527
 DF1527  NAD 83(1986)-  33 06 46.31487(N)    082 22 38.11054(W) AD(       ) 2
 DF1527  NAD 27      -  33 06 45.77812(N)    082 22 38.65991(W) AD(       ) 2
 DF1527  NGVD 29 (07/19/86)  114.7    (m)          376.     (f) VERT ANG       
 DF1527
 DF1527.Superseded values are not recommended for survey control.
 DF1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1527.See file dsdata.txt to determine how the superseded data were derived.
 DF1527
 DF1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7150264643(NAD 83)
 DF1527_MARKER: DD = SURVEY DISK
 DF1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1527+STABILITY: SURFACE MOTION
 DF1527
 DF1527  HISTORY     - Date     Condition        Report By
 DF1527  HISTORY     - 1980     MONUMENTED       GADT
 DF1527
 DF1527                          STATION DESCRIPTION
 DF1527
 DF1527'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1527'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) SOUTH OF WRENS,
 DF1527'13 KM (8 MI) NORTH OF LOUISVILLE, AND 14 KM (8-3/4 MI)
 DF1527'SOUTHEAST OF STAPLETON.
 DF1527'OWNERSHIP--CHESTER POWELL,
 DF1527'ROUTE 1, BOX 96, WRENS GEORGIA 30833, PHONE 404-547-3786.
 DF1527'
 DF1527'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 DF1527'AND 221 (STATE ROUTES 4 AND 17) WITH STATE ROUTE 88 ABOUT
 DF1527'1.95 KM (1.2 MI) SOUTHWEST OF WRENS, GO SOUTH ALONG U.S.
 DF1527'HIGHWAY 1 FOR 5.3 KM (3.3 MI) TO THE JUNCTION OF DIRT COUNTY
 DF1527'ROAD 134 FORKING TO THE LEFT.  TURN LEFT GOING SOUTHEAST
 DF1527'ALONG COUNTY ROAD 134 FOR 0.25 KM (0.15 MI) TO THE JUNCTION
 DF1527'OF PAVED COUNTY ROAD 92139 CROSSING.  CONTINUE SOUTH ALONG
 DF1527'COUNTY ROAD 134 FOR 1.3 KM (0.80 MI) TO THE JUNCTION OF DIRT
 DF1527'COUNTY ROAD 135 FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTH
 DF1527'ALONG COUNTY ROAD 135 FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 DF1527'DIRT COUNTY ROAD 136 FORKING TO THE RIGHT.  CONTINUE SOUTH
 DF1527'ALONG COUNTY ROAD 135 FOR 1.6 KM (1.0 MI) TO A DIRT DRIVEWAY
 DF1527'TO THE RIGHT AND THE REFERENCE MARK 2 ON THE RIGHT.  TURN RIGHT
 DF1527'GOING WEST ALONG THE DRIVEWAY FOR 0.3 KM (0.2 MI) TO THE
 DF1527'STATION ON THE RIGHT.
 DF1527'
 DF1527'THE STATION IS A STANDARD GADT DISK
 DF1527'STAMPED---081-226 1980---,
 DF1527'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1527'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1527'2.44 METERS (8.0 FT) NORTH FROM THE CENTERLINE OF THE DIRT
 DF1527'DRIVE TO DAIRY FARM,
 DF1527'35.54 METERS (116.6 FT) WEST-SOUTHWEST FROM A 24 INCH PECAN TREE
 DF1527'IN PASTURE, AND
 DF1527'0.46 METER (1.50 FT) SOUTH FROM A WITNESS POST SET AT A FENCELINE.
 DF1527'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1527'STAMPED---081-226 1980---,
 DF1527'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1527'
 DF1527'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1527'STAMPED---081-226 1980 RM 1---,
 DF1527'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1527'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1527'2.44 METERS (8.0 FT) NORTH FROM THE CENTERLINE OF THE DIRT DRIVE
 DF1527'TO DAIRY FARM,
 DF1527'18.07 METERS (59.30 FT) WEST-SOUTHWEST FROM THE 24 INCH PECAN
 DF1527'IN THE PASTURE, AND
 DF1527'0.52 METER (1.7 FT) SOUTH FROM A WITNESS POST SET AT A FENCELINE.
 DF1527'MARK IS LEVEL WITH STATION.
 DF1527'
 DF1527'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DF1527'STAMPED---081-226 1980 RM 2---,
 DF1527'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1527'FLUSH WITH GROUND.  IT IS LOCATED
 DF1527'7.62 METERS (25.00 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1527'DIRT ROAD 135,
 DF1527'17.80 METERS (58.40 FT) SOUTHEAST FROM A TELEPHONE POLE TO THE
 DF1527'NORTH OF THE DIRT DRIVE, AND
 DF1527'1.16 METERS (3.80 FT) SOUTHWEST FROM A WITNESS POST SET AT A
 DF1527'FENCELINE.
 DF1527'MARK IS BELOW STATION 0.1 METERS.
 DF1527'
 DF1527'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1527'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1527'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1608 ***********************************************************************
 DF1608  DESIGNATION -  BV 081 227 GADT
 DF1608  PID         -  DF1608
 DF1608  STATE/COUNTY-  GA/JEFFERSON
 DF1608  USGS QUAD   -  BOWDENS POND (1950)
 DF1608
 DF1608                         *CURRENT SURVEY CONTROL
 DF1608  ___________________________________________________________________
 DF1608* NAD 83(1994)-  33 16 24.41860(N)    082 24 10.70264(W)     ADJUSTED  
 DF1608* NAVD 88     -       137.7    (meters)     452.     (feet)  VERTCON   
 DF1608  ___________________________________________________________________
 DF1608  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DF1608  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF1608
 DF1608  HORZ ORDER  -  SECOND
 DF1608
 DF1608.The horizontal coordinates were established by classical geodetic methods
 DF1608.and adjusted by the National Geodetic Survey in September 1997..
 DF1608
 DF1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1608
 DF1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1608
 DF1608.The geoid height was determined by GEOID03.
 DF1608
 DF1608;                    North         East     Units Scale Factor Converg.
 DF1608;SPC GA E     -   362,950.701   177,986.968   MT  0.99990597   -0 07 46.7
 DF1608;SPC GA E     - 1,190,780.76    583,945.58   sFT  0.99990597   -0 07 46.7
 DF1608;UTM  17      - 3,682,480.015   369,340.651   MT  0.99981048   -0 46 11.4
 DF1608
 DF1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1608!SPC GA E     -   0.99998295  x   0.99990597  =   0.99988892
 DF1608!UTM  17      -   0.99998295  x   0.99981048  =   0.99979343
 DF1608
 DF1608:                Primary Azimuth Mark                     Grid Az
 DF1608:SPC GA E     -  BV 081 227 GADT AZ MK                    249 35 02.6
 DF1608:UTM  17      -  BV 081 227 GADT AZ MK                    250 13 27.3
 DF1608
 DF1608|---------------------------------------------------------------------|
 DF1608| PID    Reference Object                     Distance      Geod. Az  |
 DF1608|                                                           dddmmss.s |
 DF1608| DF1611 BV 081 227 GADT AZ MK               APPROX. 0.7 KM 2492715.9 |
 DF1608| DF1609 BV 081 227 GADT RM 1                 16.359 METERS 32708     |
 DF1608|---------------------------------------------------------------------|
 DF1608
 DF1608                          SUPERSEDED SURVEY CONTROL
 DF1608
 DF1608  NAD 83(1986)-  33 16 24.42395(N)    082 24 10.69999(W) AD(       ) 2
 DF1608  NAD 27      -  33 16 23.90734(N)    082 24 11.24973(W) AD(       ) 2
 DF1608  NGVD 29 (07/19/86)  137.9    (m)          452.     (f) VERT ANG       
 DF1608
 DF1608.Superseded values are not recommended for survey control.
 DF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1608.See file dsdata.txt to determine how the superseded data were derived.
 DF1608
 DF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6934182480(NAD 83)
 DF1608_MARKER: DD = SURVEY DISK
 DF1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1608+STABILITY: SURFACE MOTION
 DF1608
 DF1608  HISTORY     - Date     Condition        Report By
 DF1608  HISTORY     - 1980     MONUMENTED       GADT
 DF1608
 DF1608                          STATION DESCRIPTION
 DF1608
 DF1608'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1608'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTH-NORTHWEST
 DF1608'OF WRENS, 17.8 KM (11 MI) SOUTHWEST OF HARLEM, AND 8.8 KM
 DF1608'(5-1/2 MI) NORTHEAST OF STAPLETON.
 DF1608'OWNERSHIP--J.M. HUBER CORPORATION, NED HARBSON-PRODUCTION MANAGER,
 DF1608'WRENS, GEORGIA, TELEPHONE 404-547-2551.
 DF1608'
 DF1608'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 DF1608'STATE ROUTE 296, ABOUT 8.8 KM (5-1/2 MI) NORTH-NORTHWEST
 DF1608'OF WRENS, GO SOUTHEAST ALONG STATE ROUTE 17 FOR 1.5 KM (0.95 MI)
 DF1608'TO THE JUNCTION OF PAVED COUNTY ROAD 51 TO THE LEFT AND DIRT
 DF1608'COUNTY ROAD 51 TO THE RIGHT.  TURN LEFT GOING WEST ALONG PAVED
 DF1608'COUNTY ROAD 51 FOR 1.45 KM (0.9 MI) TO THE AZIMUTH MARK ON THE
 DF1608'RIGHT.  CONTINUE WEST ALONG COUNTY ROAD 51 (PAVEMENT ENDS BEFORE
 DF1608'REACHING THE STATION) FOR 0.65 KM (0.4 MI) TO THE STATION ON THE
 DF1608'LEFT.
 DF1608'
 DF1608'THE STATION IS A STANDARD GADT DISK
 DF1608'STAMPED---081-227 1980---,
 DF1608'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1608'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1608'32.31 METERS (106.0 FT) NORTH FROM THE CENTERLINE OF COUNTY DIRT
 DF1608'ROAD 51,
 DF1608'7.31 METERS (24.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF A
 DF1608'DIRT TRACK ROAD,
 DF1608'13.40 METERS (44.00 FT) SOUTH-SOUTHWEST FROM AN 18 INCH PINE, AND
 DF1608'1.16 METERS (3.8 FT) SOUTH FROM A WITNESS POST.
 DF1608'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1608'ERRONEOUSLY STAMPED---081-207 1980---,
 DF1608'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1608'
 DF1608'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1608'STAMPED---081-227 1980 RM 1---,
 DF1608'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1608'FLUSH WITH GROUND.  IT IS LOCATED
 DF1608'8.99 METERS (29.50 FT) WEST FROM THE CENTER OF THE DIRT TRACK
 DF1608'ROAD,
 DF1608'25.63 METERS (84.10 FT) WEST-SOUTHWEST FROM THE 18 INCH PINE TO
 DF1608'THE EAST OF THE TRACK ROAD, AND
 DF1608'0.94 METER (3.100 FT) EAST FROM A WITNESS POST.
 DF1608'MARK IS LEVEL WITH STATION.
 DF1608'
 DF1608'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1608'STAMPED---081-227 1980 AZ MK---,
 DF1608'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1608'FLUSH WITH GROUND.  IT IS LOCATED
 DF1608'14.33 METERS (47.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1608'COUNTY PAVED ROAD 51,
 DF1608'4.94 METERS (16.20 FT) EAST-NORTHEAST FROM A POWER POLE,
 DF1608'6.40 METERS (21.00 FT) EAST-NORTHEAST FROM A CONCRETE MONUMENT (J.
 DF1608'M. HUBER CO), AND
 DF1608'0.94 METER (3.1 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1608'
 DF1608'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1608'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1608'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1611 ***********************************************************************
 DF1611  DESIGNATION -  BV 081 227 GADT AZ MK
 DF1611  PID         -  DF1611
 DF1611  STATE/COUNTY-  GA/JEFFERSON
 DF1611  USGS QUAD   -  BOWDENS POND (1950)
 DF1611
 DF1611                         *CURRENT SURVEY CONTROL
 DF1611  ___________________________________________________________________
 DF1611* NAD 83(1994)-  33 16 16.43413(N)    082 24 36.06132(W)     ADJUSTED  
 DF1611* NAVD 88     -       143.5    (meters)     471.     (feet)  VERTCON   
 DF1611  ___________________________________________________________________
 DF1611  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DF1611  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF1611
 DF1611  HORZ ORDER  -  SECOND
 DF1611
 DF1611.The horizontal coordinates were established by classical geodetic methods
 DF1611.and adjusted by the National Geodetic Survey in September 1997..
 DF1611
 DF1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1611
 DF1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1611
 DF1611.The geoid height was determined by GEOID03.
 DF1611
 DF1611;                    North         East     Units Scale Factor Converg.
 DF1611;SPC GA E     -   362,706.245   177,330.204   MT  0.99990633   -0 08 00.6
 DF1611;SPC GA E     - 1,189,978.74    581,790.84   sFT  0.99990633   -0 08 00.6
 DF1611;UTM  17      - 3,682,242.935   368,681.260   MT  0.99981261   -0 46 25.1
 DF1611
 DF1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1611!SPC GA E     -   0.99998203  x   0.99990633  =   0.99988836
 DF1611!UTM  17      -   0.99998203  x   0.99981261  =   0.99979465
 DF1611
 DF1611                          SUPERSEDED SURVEY CONTROL
 DF1611
 DF1611  NAD 83(1986)-  33 16 16.43950(N)    082 24 36.05866(W) AD(       ) 2
 DF1611  NAD 27      -  33 16 15.92261(N)    082 24 36.60766(W) AD(       ) 2
 DF1611  NGVD 29 (07/19/86)  143.7    (m)          471.     (f) VERT ANG       
 DF1611
 DF1611.Superseded values are not recommended for survey control.
 DF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1611.See file dsdata.txt to determine how the superseded data were derived.
 DF1611
 DF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6868182243(NAD 83)
 DF1611_MARKER: DD = SURVEY DISK
 DF1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1611+STABILITY: SURFACE MOTION
 DF1611
 DF1611  HISTORY     - Date     Condition        Report By
 DF1611  HISTORY     - 1980     MONUMENTED       GADT
 DF1611
 DF1611                          STATION DESCRIPTION
 DF1611
 DF1611'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1611'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTH-NORTHWEST
 DF1611'OF WRENS, 18.5 KM (11-1/2 MI) SOUTHWEST OF HARLEM, AND 8 KM
 DF1611'(5 MI) NORTHEAST OF STAPLETON.
 DF1611'OWNERSHIP--J.M. HUBER CORPORATION,
 DF1611'NED HARBSON PRODUCTION MANAGER, WRENS, GEORGIA,
 DF1611'TELEPHONE 404-547-2551.
 DF1611'
 DF1611'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 DF1611'ROUTE 296, ABOUT 8.8 KM (5-1/2 MI) NORTH-NORTHWEST OF WRENS, GO
 DF1611'SOUTHEAST ALONG STATE ROUTE 17 FOR 1.5 KM (0.95 MI) TO THE
 DF1611'JUNCTION OF PAVED COUNTY ROAD 51 TO THE LEFT AND DIRT COUNTY ROAD
 DF1611'51 TO THE RIGHT.  TURN LEFT GOING WEST ALONG PAVED COUNTY ROAD 51
 DF1611'FOR 1.45 KM (0.9 MI) TO THE STATION ON THE RIGHT.
 DF1611'
 DF1611'THE STATION IS A STANDARD GADT DISK
 DF1611'STAMPED---081-227 1980 AZ MK---,
 DF1611'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1611'FLUSH WITH GROUND.  IT IS LOCATED
 DF1611'14.33 METERS (47.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1611'COUNTY PAVED ROAD 51,
 DF1611'4.94 METERS (16.20 FT) EAST-NORTHEAST FROM A POWER POLE,
 DF1611'6.40 METERS (21.00 FT) EAST-NORTHEAST FROM A CONCRETE MONUMENT
 DF1611'(J.M. HUBER CO), AND
 DF1611'0.94 METER (3.1 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1611'
 DF1611'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1611'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1595 ***********************************************************************
 DF1595  DESIGNATION -  BV 081 228 GADT
 DF1595  PID         -  DF1595
 DF1595  STATE/COUNTY-  GA/JEFFERSON
 DF1595  USGS QUAD   -  AVONDALE (1977)
 DF1595
 DF1595                         *CURRENT SURVEY CONTROL
 DF1595  ___________________________________________________________________
 DF1595* NAD 83(1994)-  33 17 39.03420(N)    082 22 03.91673(W)     ADJUSTED  
 DF1595* NAVD 88     -       143.5    (meters)     471.     (feet)  VERTCON   
 DF1595  ___________________________________________________________________
 DF1595  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DF1595  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF1595
 DF1595  HORZ ORDER  -  SECOND
 DF1595
 DF1595.The horizontal coordinates were established by classical geodetic methods
 DF1595.and adjusted by the National Geodetic Survey in September 1997..
 DF1595
 DF1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1595
 DF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1595
 DF1595.The geoid height was determined by GEOID03.
 DF1595
 DF1595;                    North         East     Units Scale Factor Converg.
 DF1595;SPC GA E     -   365,242.379   181,272.150   MT  0.99990432   -0 06 37.4
 DF1595;SPC GA E     - 1,198,299.37    594,723.71   sFT  0.99990432   -0 06 37.4
 DF1595;UTM  17      - 3,684,734.609   372,650.910   MT  0.99979995   -0 45 03.3
 DF1595
 DF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1595!SPC GA E     -   0.99998205  x   0.99990432  =   0.99988637
 DF1595!UTM  17      -   0.99998205  x   0.99979995  =   0.99978200
 DF1595
 DF1595:                Primary Azimuth Mark                     Grid Az
 DF1595:SPC GA E     -  WHITTAKER                                038 48 37.1
 DF1595:UTM  17      -  WHITTAKER                                039 27 03.0
 DF1595
 DF1595|---------------------------------------------------------------------|
 DF1595| PID    Reference Object                     Distance      Geod. Az  |
 DF1595|                                                           dddmmss.s |
 DF1595| DF1581 WHITTAKER                           APPROX. 7.1 KM 0384159.7 |
 DF1595| DF1596 BV 081 228 GADT RM 1                 21.088 METERS 21842     |
 DF1595| DF1597 BV 081 228 GADT RM 2                244.204 METERS 31218     |
 DF1595|---------------------------------------------------------------------|
 DF1595
 DF1595                          SUPERSEDED SURVEY CONTROL
 DF1595
 DF1595  NAD 83(1986)-  33 17 39.03934(N)    082 22 03.91307(W) AD(       ) 2
 DF1595  NAD 27      -  33 17 38.52611(N)    082 22 04.46642(W) AD(       ) 2
 DF1595  NGVD 29 (07/19/86)  143.7    (m)          471.     (f) VERT ANG       
 DF1595
 DF1595.Superseded values are not recommended for survey control.
 DF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1595.See file dsdata.txt to determine how the superseded data were derived.
 DF1595
 DF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7265184735(NAD 83)
 DF1595_MARKER: DD = SURVEY DISK
 DF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1595+STABILITY: SURFACE MOTION
 DF1595
 DF1595  HISTORY     - Date     Condition        Report By
 DF1595  HISTORY     - 1980     MONUMENTED       GADT
 DF1595
 DF1595                          STATION DESCRIPTION
 DF1595
 DF1595'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1595'THE STATION IS LOCATED ABOUT 14 KM (8-3/4 MI) SOUTHWEST OF HARLEM,
 DF1595'9.8 KM (6 MI) NORTH-NORTHEAST OF WRENS, AND 14 KM (8-3/4 MI)
 DF1595'WEST-NORTHWEST OF KEYSVILLE.
 DF1595'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1595'RESERVATION.
 DF1595'
 DF1595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE
 DF1595'ROUTE 4) AND U.S. HIGHWAY 221 (STATE ROUTE 47) APPROXIMATELY 1.6
 DF1595'KM (1.0 MI) NORTHEAST OF WRENS, GO NORTH ALONG U.S. HIGHWAY 221
 DF1595'FOR 5.15 KM (3.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 34 TO
 DF1595'THE RIGHT.  CONTINUE NORTH ALONG U.S. HIGHWAY 221  FOR 2.3 KM
 DF1595'(1.45 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 29 TO THE RIGHT.
 DF1595'TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 29 FOR 2.1 KM (1.3
 DF1595'MI) TO THE JUNCTION OF A DIRT TRACK ROAD TO THE LEFT ENTERING
 DF1595'THE FORT GORDON MILITARY RESERVATION.  TURN LEFT AND GO NORTH
 DF1595'ALONG THE TRACK ROAD FOR 0.55 KM (0.35 MI) TO THE STATION ON THE
 DF1595'LEFT.
 DF1595'
 DF1595'THE STATION IS A STANDARD GADT DISK
 DF1595'STAMPED---081-228 1980---,
 DF1595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1595'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1595'7.92 METERS (26.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE DIRT
 DF1595'TRACK ROAD,
 DF1595'19.60 METERS (64.30 FT) EAST FROM A 12 INCH OAK TREE,
 DF1595'16.98 METERS (55.70 FT) NORTHWEST FROM A 14 INCH OAK TREE, AND
 DF1595'1.01 METERS (3.300 FT) NORTHEAST FROM A WITNESS POST.
 DF1595'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1595'ERRONEOUSLY STAMPED---081-208 1980---,
 DF1595'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1595'
 DF1595'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1595'STAMPED---081-228 1980 RM 1---,
 DF1595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1595'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1595'23.71 METERS (77.80 FT) WEST FROM THE 14 INCH OAK TREE,
 DF1595'6.83 METERS (22.40 FT) SOUTH FROM THE 12 INCH OAK TREE,
 DF1595'6.28 METERS (20.60 FT) SOUTHEAST FROM ANOTHER 12 INCH OAK TREE,
 DF1595'AND
 DF1595'1.01 METERS (3.300 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1595'MARK IS LEVEL WITH STATION.
 DF1595'
 DF1595'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DF1595'STAMPED---081-228 1980 RM 2---,
 DF1595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1595'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1595'6.19 METERS (20.30 FT) SOUTHWEST FROM THE CENTERLINE OF THE DIRT
 DF1595'TRACK ROAD,
 DF1595'13.56 METERS (44.50 FT) WEST-SOUTHWEST FROM A 5 INCH PINE TREE
 DF1595'NORTH OF THE TRACK ROAD,
 DF1595'11.58 METERS (38.00 FT) SOUTH-SOUTHEAST FROM A 12 INCH OAK TREE,
 DF1595'AND
 DF1595'0.91 METER (3.000 FT) NORTHEAST FROM A WITNESS POST.
 DF1595'TO REACH THE REFERENCE MARK 2 FROM THE STATION GO NORTH ALONG THE
 DF1595'DIRT TRACK ROAD FOR 0.25 KM (0.15 MI) TO THE REFERENCE MARK 2 ON
 DF1595'THE LEFT.
 DF1595'MARK IS BELOW STATION 2.500 METERS.
 DF1595'
 DF1595'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1595'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1595'COUNTY GA. 1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1486 ***********************************************************************
 DF1486  DESIGNATION -  BV 081 230 GADT
 DF1486  PID         -  DF1486
 DF1486  STATE/COUNTY-  GA/JEFFERSON
 DF1486  USGS QUAD   -  MATTHEWS (1950)
 DF1486
 DF1486                         *CURRENT SURVEY CONTROL
 DF1486  ___________________________________________________________________
 DF1486* NAD 83(1994)-  33 14 13.72533(N)    082 19 13.85320(W)     ADJUSTED  
 DF1486* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 DF1486  ___________________________________________________________________
 DF1486  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 DF1486  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DF1486
 DF1486  HORZ ORDER  -  SECOND
 DF1486
 DF1486.The horizontal coordinates were established by classical geodetic methods
 DF1486.and adjusted by the National Geodetic Survey in September 1997..
 DF1486
 DF1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1486
 DF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1486
 DF1486.The geoid height was determined by GEOID03.
 DF1486
 DF1486;                    North         East     Units Scale Factor Converg.
 DF1486;SPC GA E     -   358,910.343   185,662.413   MT  0.99990253   -0 05 03.6
 DF1486;SPC GA E     - 1,177,525.02    609,127.43   sFT  0.99990253   -0 05 03.6
 DF1486;UTM  17      - 3,678,354.630   376,969.690   MT  0.99978662   -0 43 25.9
 DF1486
 DF1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1486!SPC GA E     -   0.99998638  x   0.99990253  =   0.99988891
 DF1486!UTM  17      -   0.99998638  x   0.99978662  =   0.99977300
 DF1486
 DF1486|---------------------------------------------------------------------|
 DF1486| PID    Reference Object                     Distance      Geod. Az  |
 DF1486|                                                           dddmmss.s |
 DF1486| DF1488 BV 081 230 GADT RM 2                254.305 METERS 32926     |
 DF1486| DF1487 BV 081 230 GADT RM 1                 19.935 METERS 32934     |
 DF1486| DF1594 GUY                                 APPROX. 1.9 KM 3593416.5 |
 DF1486|---------------------------------------------------------------------|
 DF1486
 DF1486                          SUPERSEDED SURVEY CONTROL
 DF1486
 DF1486  NAD 83(1986)-  33 14 13.73017(N)    082 19 13.84970(W) AD(       ) 2
 DF1486  NAD 27      -  33 14 13.21074(N)    082 19 14.40373(W) AD(       ) 2
 DF1486  NGVD 29 (07/19/86)  116.2    (m)          381.     (f) VERT ANG       
 DF1486
 DF1486.Superseded values are not recommended for survey control.
 DF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1486.See file dsdata.txt to determine how the superseded data were derived.
 DF1486
 DF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7697078355(NAD 83)
 DF1486_MARKER: DD = SURVEY DISK
 DF1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1486+STABILITY: SURFACE MOTION
 DF1486
 DF1486  HISTORY     - Date     Condition        Report By
 DF1486  HISTORY     - 1980     MONUMENTED       GADT
 DF1486
 DF1486                          STATION DESCRIPTION
 DF1486
 DF1486'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1486'THE STATION IS LOCATED ABOUT 7.25 KM (4-1/2 MI) NORTHEAST OF
 DF1486'WRENS, 3.25 KM (2 MI) NORTH-NORTHWEST OF MATTEWS, AND 12.5 KM
 DF1486'(7-3/4 MI) WEST-SOUTHWEST OF BLYTHE.
 DF1486'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1486'
 DF1486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 DF1486'(STATE ROUTE 4) AND U.S. HIGHWAY 221 (STATE ROUTE 47)
 DF1486'APPROXIMATELY 1.6 KM (1 MI) NORTHEAST OF WRENS, GO NORTHEAST
 DF1486'ALONG U.S. HIGHWAY 1 FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF
 DF1486'COUNTY DIRT ROAD 40 TO THE RIGHT AND COUNTY DIRT ROAD 44 TO THE
 DF1486'LEFT.  CONTINUE NORTHEAST ALONG U.S. HIGHWAY 1 FOR 2.9 KM (1.8 MI)
 DF1486'TO THE JUNCTION OF COUNTY PAVED ROAD 38 TO THE RIGHT.  TURN RIGHT
 DF1486'GOING SOUTHEASTERLY ALONG COUNTY PAVED ROAD 38 FOR 1.05 KM (0.65
 DF1486'MI) TO THE REFERENCE MARK 2 ON THE LEFT.  CONTINUE SOUTHEASTERLY
 DF1486'ALONG COUNTY ROAD 38 FOR 0.25 KM (0.15 MI) TO THE STATION ON THE
 DF1486'RIGHT.
 DF1486'
 DF1486'THE STATION IS A STANDARD GADT DISK
 DF1486'STAMPED---081-230 1980---,
 DF1486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1486'FLUSH WITH GROUND.  IT IS LOCATED
 DF1486'11.89 METERS (39.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE
 DF1486'OF COUNTY PAVED ROAD 38,
 DF1486'23.42 METERS (83.40 FT) WEST-SOUTHWEST FROM A POWER POLE
 DF1486'ON THE EAST SIDE OF COUNTY ROAD 38,
 DF1486'11.07 METERS (36.30 FT) SOUTH-SOUTHEAST FROM A POWER POLE
 DF1486'ON THE WEST SIDE OF COUNTY ROAD 38, AND
 DF1486'1.22 METERS (4.0 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1486'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1486'ERRONEOUSLY STAMPED---081-210 1980---,
 DF1486'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1486'
 DF1486'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1486'STAMPED---081-230 1980 RM 1---,
 DF1486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1486'FLUSH WITH GROUND.  IT IS LOCATED
 DF1486'9.91 METERS (32.50 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1486'PAVED ROAD 38,
 DF1486'32.86 METERS (107.8 FT) WEST-NORTHWEST FROM THE POWER POLE
 DF1486'TO THE EAST OF THE ROAD,
 DF1486'8.81 METERS (28.90 FT) NORTH-NORTHWEST FROM THE POWER POLE
 DF1486'TO THE WEST OF THE ROAD, AND
 DF1486'0.98 METER (3.2 FT) NORTHEAST FROM A WITNESS POST.
 DF1486'MARK IS LEVEL WITH STATION.
 DF1486'
 DF1486'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DF1486'STAMPED---081-230 1980 RM 2---,
 DF1486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1486'FLUSH WITH GROUND.  IT IS LOCATED
 DF1486'11.49 METERS (37.70 FT) NORTHEAST FROM THE CENTERLINE OF
 DF1486'COUNTY PAVED ROAD 38,
 DF1486'2.4 METERS (7.9 FT) WEST-NORTHWEST FROM AN IRON PIPE USED
 DF1486'AS A PROPERTY CORNER, AND
 DF1486'0.89 METER (2.9 FT) SOUTHWEST FROM A WITNESS POST SET AT THE
 DF1486'FENCELINE.
 DF1486'MARK IS BELOW STATION 1 METERS.
 DF1486'
 DF1486'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1486'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JEFFERSON
 DF1486'COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1590 ***********************************************************************
 DF1590  DESIGNATION -  BV 081 231 GADT
 DF1590  PID         -  DF1590
 DF1590  STATE/COUNTY-  GA/JEFFERSON
 DF1590  USGS QUAD   -  AVONDALE (1977)
 DF1590
 DF1590                         *CURRENT SURVEY CONTROL
 DF1590  ___________________________________________________________________
 DF1590* NAD 83(1994)-  33 15 18.02560(N)    082 17 50.52582(W)     ADJUSTED  
 DF1590* NAVD 88     -       121.2    (meters)     398.     (feet)  VERTCON   
 DF1590  ___________________________________________________________________
 DF1590  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 DF1590  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DF1590
 DF1590  HORZ ORDER  -  SECOND
 DF1590
 DF1590.The horizontal coordinates were established by classical geodetic methods
 DF1590.and adjusted by the National Geodetic Survey in September 1997..
 DF1590
 DF1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1590
 DF1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1590
 DF1590.The geoid height was determined by GEOID03.
 DF1590
 DF1590;                    North         East     Units Scale Factor Converg.
 DF1590;SPC GA E     -   360,888.175   187,821.986   MT  0.99990183   -0 04 18.0
 DF1590;SPC GA E     - 1,184,013.95    616,212.63   sFT  0.99990183   -0 04 18.0
 DF1590;UTM  17      - 3,680,307.995   379,150.951   MT  0.99978006   -0 42 41.5
 DF1590
 DF1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1590!SPC GA E     -   0.99998557  x   0.99990183  =   0.99988740
 DF1590!UTM  17      -   0.99998557  x   0.99978006  =   0.99976564
 DF1590
 DF1590|---------------------------------------------------------------------|
 DF1590| PID    Reference Object                     Distance      Geod. Az  |
 DF1590|                                                           dddmmss.s |
 DF1590| DF1589 BV 081 231 GADT RM 1                 20.560 METERS 08717     |
 DF1590| DF1591 BV 081 231 GADT AZ MK               APPROX. 0.5 KM 3282818.6 |
 DF1590|---------------------------------------------------------------------|
 DF1590
 DF1590                          SUPERSEDED SURVEY CONTROL
 DF1590
 DF1590  NAD 83(1986)-  33 15 18.03038(N)    082 17 50.52231(W) AD(       ) 2
 DF1590  NAD 27      -  33 15 17.51291(N)    082 17 51.07906(W) AD(       ) 2
 DF1590  NGVD 29 (07/19/86)  121.4    (m)          398.     (f) VERT ANG       
 DF1590
 DF1590.Superseded values are not recommended for survey control.
 DF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1590.See file dsdata.txt to determine how the superseded data were derived.
 DF1590
 DF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7915180308(NAD 83)
 DF1590_MARKER: DD = SURVEY DISK
 DF1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1590+STABILITY: SURFACE MOTION
 DF1590
 DF1590  HISTORY     - Date     Condition        Report By
 DF1590  HISTORY     - 1980     MONUMENTED       GADT
 DF1590
 DF1590                          STATION DESCRIPTION
 DF1590
 DF1590'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1590'THE STATION IS LOCATED ABOUT 10 KM (6-1/4 MI) NORTHEAST OF WRENS
 DF1590'17.2 KM (10-3/4 MI) SOUTH OF HARLEM, AND 9.8 KM (6 MI)
 DF1590'SOUTHWEST OF BLYTHE.
 DF1590'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1590'
 DF1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE
 DF1590'ROUTE 4) AND U.S. HIGHWAY 221 (STATE ROUTE 47) ABOUT 1.6 KM (1 MI)
 DF1590'NORTHEAST OF WRENS, GO NORTHEAST ALONG U.S. HIGHWAY 1 FOR 2.6
 DF1590'KM (1.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 40 CROSSING.
 DF1590'CONTINUE NORTHEAST ALONG U.S. HIGHWAY 1 FOR 3.0 KM (1.85 MI) TO
 DF1590'THE JUNCTION OF PAVED COUNTY ROAD 38 TO THE RIGHT.  CONTINUE
 DF1590'NORTHEAST ALONG U.S. HIGHWAY 1 FOR 3.2 KM (2.0 MI) TO THE
 DF1590'JUNCTION OF PAVED COUNTY ROAD 272 TO THE LEFT AND PAVED COUNTY
 DF1590'ROAD 92139 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST ALONG COUNTY
 DF1590'ROAD 92139 FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DF1590'CONTINUE SOUTHEAST ALONG COUNTY ROAD 92139 FOR 0.7 KM (0.45 MI) TO
 DF1590'THE STATION ON THE RIGHT.
 DF1590'
 DF1590'THE STATION IS A STANDARD GADT DISK
 DF1590'STAMPED---081-231 1980---,
 DF1590'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1590'FLUSH WITH GROUND.  IT IS LOCATED
 DF1590'10.52 METERS (34.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DF1590'COUNTY PAVED ROAD 92139,
 DF1590'38.22 METERS (125.4 FT) NORTH-NORTHWEST FROM THE NORTH END OF
 DF1590'A 15 INCH CONCRETE SIDE DRAIN PIPE,
 DF1590'50.94 METERS (167.2 FT) NORTH-NORTHWEST FROM THE EAST END OF A
 DF1590'36 INCH CONCRETE CROSS DRAIN PIPE, AND
 DF1590'0.91 METER (3.0 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1590'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1590'ERRONEOUSLY STAMPED---081-211 1980---,
 DF1590'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1590'
 DF1590'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1590'STAMPED---081-231 1980 RM 1---,
 DF1590'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1590'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1590'10.06 METERS (33.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1590'COUNTY PAVED ROAD 92139,
 DF1590'43.37 METERS (142.3 FT) NORTH FROM THE NORTH END OF THE 15
 DF1590'INCH CONCRETE SIDE DRAIN PIPE,
 DF1590'49.07 METERS (161.0 FT) NORTH FROM THE EAST END OF THE 36 INCH
 DF1590'CONCRETE CROSS DRAIN PIPE, AND
 DF1590'1.14 METERS (3.80 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1590'MARK IS LEVEL WITH STATION.
 DF1590'
 DF1590'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1590'STAMPED---081-231 1980 AZ MK---,
 DF1590'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1590'FLUSH WITH GROUND.  IT IS LOCATED
 DF1590'11.40 METERS (37.40 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1590'PAVED ROAD 92139,
 DF1590'25.76 METERS (84.50 FT) SOUTH-SOUTHWEST FROM A TELEPHONE POLE ON
 DF1590'THE NORTH SIDE OF THE ROAD,
 DF1590'0.91 METER (3.0 FT) SOUTHEAST FROM A POWER POLE, AND
 DF1590'0.82 METER (2.7 FT) NORTHEAST FROM A WITNESS POST.
 DF1590'
 DF1590'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1590'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 DF1590'JEFFERSON COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1591 ***********************************************************************
 DF1591  DESIGNATION -  BV 081 231 GADT AZ MK
 DF1591  PID         -  DF1591
 DF1591  STATE/COUNTY-  GA/JEFFERSON
 DF1591  USGS QUAD   -  AVONDALE (1977)
 DF1591
 DF1591                         *CURRENT SURVEY CONTROL
 DF1591  ___________________________________________________________________
 DF1591* NAD 83(1994)-  33 15 32.86195(N)    082 18 01.35955(W)     ADJUSTED  
 DF1591* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 DF1591  ___________________________________________________________________
 DF1591  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DF1591  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF1591
 DF1591  HORZ ORDER  -  SECOND
 DF1591
 DF1591.The horizontal coordinates were established by classical geodetic methods
 DF1591.and adjusted by the National Geodetic Survey in September 1997..
 DF1591
 DF1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1591
 DF1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1591
 DF1591.The geoid height was determined by GEOID03.
 DF1591
 DF1591;                    North         East     Units Scale Factor Converg.
 DF1591;SPC GA E     -   361,345.564   187,542.175   MT  0.99990191   -0 04 24.0
 DF1591;SPC GA E     - 1,185,514.57    615,294.62   sFT  0.99990191   -0 04 24.0
 DF1591;UTM  17      - 3,680,768.425   378,876.299   MT  0.99978088   -0 42 47.7
 DF1591
 DF1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1591!SPC GA E     -   0.99998510  x   0.99990191  =   0.99988701
 DF1591!UTM  17      -   0.99998510  x   0.99978088  =   0.99976598
 DF1591
 DF1591                          SUPERSEDED SURVEY CONTROL
 DF1591
 DF1591  NAD 83(1986)-  33 15 32.86673(N)    082 18 01.35602(W) AD(       ) 2
 DF1591  NAD 27      -  33 15 32.34960(N)    082 18 01.91255(W) AD(       ) 2
 DF1591  NGVD 29 (07/19/86)  124.4    (m)          408.     (f) VERT ANG       
 DF1591
 DF1591.Superseded values are not recommended for survey control.
 DF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1591.See file dsdata.txt to determine how the superseded data were derived.
 DF1591
 DF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7887680768(NAD 83)
 DF1591_MARKER: DD = SURVEY DISK
 DF1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1591+STABILITY: SURFACE MOTION
 DF1591
 DF1591  HISTORY     - Date     Condition        Report By
 DF1591  HISTORY     - 1980     MONUMENTED       GADT
 DF1591
 DF1591                          STATION DESCRIPTION
 DF1591
 DF1591'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1591'THE STATION IS LOCATED 10 KM (6-1/4 MI) NORTHEAST OF WRENS, 17 KM
 DF1591'(10-1/2 MI) SOUTH OF HARLEM, AND 9.8 KM (6 MI) SOUTHWEST OF
 DF1591'BLYTHE.
 DF1591'OWNERSHIP--JEFFERSON COUNTY RIGHT OF WAY.
 DF1591'
 DF1591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE
 DF1591'ROUTE 4) AND U.S. HIGHWAY 221 (STATE ROUTE 47) ABOUT 1.6 KM (1 MI)
 DF1591'NORTHEAST OF WRENS, GO NORTHEAST ALONG U.S. HIGHWAY 1 FOR 2.6 KM
 DF1591'(1.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 40 CROSSING.
 DF1591'CONTINUE NORTHEAST ALONG U.S. HIGHWAY 1 FOR 3.0 KM
 DF1591'(1.85 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 38 TO THE RIGHT.
 DF1591'CONTINUE NORTHEAST ALONG U.S. HIGHWAY 1 FOR 3.2 KM (2.0 MI) TO THE
 DF1591'JUNCTION OF PAVED COUNTY ROAD 272 TO THE LEFT AND PAVED COUNTY
 DF1591'ROAD 92139 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST ALONG COUNTY
 DF1591'ROAD 92139 FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 DF1591'
 DF1591'THE STATION IS A STANDARD GADT DISK
 DF1591'STAMPED---081-231 1980 AZ MK---,
 DF1591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1591'FLUSH WITH GROUND.  IT IS LOCATED
 DF1591'11.40 METERS (37.40 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 DF1591'PAVED ROAD 92139,
 DF1591'25.76 METERS (84.50 FT) SOUTH-SOUTHWEST FROM A TELEPHONE POLE ON
 DF1591'THE NORTH SIDE OF THE ROAD,
 DF1591'0.91 METER (3.000 FT) SOUTHEAST FROM A POWER POLE, AND
 DF1591'0.82 METER (2.700 FT) NORTHEAST FROM A WITNESS POST.
 DF1591'
 DF1591'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 DF1591'JEFFERSON COUNTY GA.  1974.  REVISED DECEMBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1677 ***********************************************************************
 CL1677  DESIGNATION -  BV 082 200 GADT
 CL1677  PID         -  CL1677
 CL1677  STATE/COUNTY-  GA/JENKINS
 CL1677  USGS QUAD   -  BELLEVUE (1981)
 CL1677
 CL1677                         *CURRENT SURVEY CONTROL
 CL1677  ___________________________________________________________________
 CL1677* NAD 83(1994)-  32 52 51.30096(N)    082 06 17.24011(W)     ADJUSTED  
 CL1677* NAVD 88     -        68.     (meters)     223.     (feet)  VERTCON   
 CL1677  ___________________________________________________________________
 CL1677  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL1677  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CL1677
 CL1677  HORZ ORDER  -  SECOND
 CL1677
 CL1677.The horizontal coordinates were established by classical geodetic methods
 CL1677.and adjusted by the National Geodetic Survey in September 1997..
 CL1677
 CL1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1677
 CL1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1677
 CL1677.The geoid height was determined by GEOID03.
 CL1677
 CL1677;                    North         East     Units Scale Factor Converg.
 CL1677;SPC GA E     -   319,397.683   205,789.851   MT  0.99990041   +0 02 00.9
 CL1677;SPC GA E     - 1,047,890.56    675,162.20   sFT  0.99990041   +0 02 00.9
 CL1677;UTM  17      - 3,638,626.473   396,654.155   MT  0.99973169   -0 35 59.4
 CL1677
 CL1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1677!SPC GA E     -   0.99999402  x   0.99990041  =   0.99989443
 CL1677!UTM  17      -   0.99999402  x   0.99973169  =   0.99972572
 CL1677
 CL1677|---------------------------------------------------------------------|
 CL1677| PID    Reference Object                     Distance      Geod. Az  |
 CL1677|                                                           dddmmss.s |
 CL1677| CL1676 BV 082 200 GADT RM 1                  7.482 METERS 02740     |
 CL1677| CL1667 BV 082 200 GADT AZ MK               APPROX. 0.8 KM 0424307.2 |
 CL1677| CL1675 BV 082 200 GADT AZ TPT                8.731 METERS 04250     |
 CL1677|---------------------------------------------------------------------|
 CL1677
 CL1677                          SUPERSEDED SURVEY CONTROL
 CL1677
 CL1677  NAD 83(1986)-  32 52 51.30423(N)    082 06 17.23587(W) AD(       ) 2
 CL1677  NAD 27      -  32 52 50.74942(N)    082 06 17.80561(W) AD(       ) 2
 CL1677  NGVD 29 (07/19/86)   68.     (m)          223.     (f) VERT ANG       
 CL1677
 CL1677.Superseded values are not recommended for survey control.
 CL1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1677.See file dsdata.txt to determine how the superseded data were derived.
 CL1677
 CL1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9665438626(NAD 83)
 CL1677_MARKER: DD = SURVEY DISK
 CL1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1677+STABILITY: SURFACE MOTION
 CL1677
 CL1677  HISTORY     - Date     Condition        Report By
 CL1677  HISTORY     - 1979     MONUMENTED       GADT
 CL1677
 CL1677                          STATION DESCRIPTION
 CL1677
 CL1677'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1677'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES EAST-NORTHEAST OF
 CL1677'MIDVILLE, 8-1/2 MILES EAST-SOUTHEAST OF MAGRUDER, AND 11 MILES
 CL1677'WEST-NORTHWEST OF MILLEN ON COUNTY RIGHT OF WAY.
 CL1677'
 CL1677'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 CL1677'ROUTE 17 IN MIDVILLE, GO EAST ALONG STATE ROUTE 17 FOR 4.15 MILES TO
 CL1677'THE JUNCTION OF PAVED BURKE COUNTY ROAD 320 (SMITH THOMAS ROAD) TO THE
 CL1677'LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 17 FOR 2.25 MILES TO THE
 CL1677'JUNCTION OF PAVED JENKINS COUNTY ROAD 91320 CROSSING.  TURN LEFT GOING
 CL1677'NORTH ALONG COUNTY ROAD 91320 FOR 3.95 MILES TO THE JUNCTION OF DIRT
 CL1677'COUNTY ROAD 95 TO THE LEFT.  CONTINUE GOING NOW EAST ALONG COUNTY ROAD
 CL1677'91320 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 CL1677'
 CL1677'THE STATION IS LOCATED 19 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CL1677'87.3 FEET EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 CL1677'97.0 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 2.9 FEET SOUTH OF A
 CL1677'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---082-200 1979---,
 CL1677'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1677'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL1677'STATION IS A STANDARD DISK STAMPED---082-200 1979---, SET IN AN
 CL1677'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.86 METER BELOW THE SURFACE
 CL1677'OF THE GROUND.
 CL1677'
 CL1677'REFERENCE MARK 1 IS LOCATED 39 FEET NORTH OF THE CENTERLINE OF THE
 CL1677'ROAD, 96.3 FEET EAST OF THE UNDERGROUND TELEPHONE CABLE PEDESTAL, 82.4
 CL1677'FEET SOUTH-SOUTHEAST OF THE POWER POLE, AND 3.0 FEET SOUTH OF A
 CL1677'WITNESS POST.  IT IS A STANDARD DISK STAMPED---082-200 1979 RM 1---,
 CL1677'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1677'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1677'
 CL1677'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO NORTHEAST ALONG
 CL1677'COUNTY ROAD 91320 FOR 0.5 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 CL1677'92114 CROSSING.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 91320 FOR
 CL1677'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 39 FEET
 CL1677'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 251.6 FEET NORTHEAST OF
 CL1677'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 91320 AND
 CL1677'92114, 150.8 FEET SOUTH OF A POWER POLE ON THE WEST SIDE OF COUNTY
 CL1677'ROAD 91320, 6.0 FEET WEST-NORTHWEST OF A FENCELINE, AND 3.0 FEET
 CL1677'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1677'STAMPED---082-200 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1677'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1677'STEEL RODS EMBEDDED.
 CL1677'
 CL1677'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1677'FROM--GENERAL HIGHWAY MAPS BURKE COUNTY 1975 REVISED AUG 1976 AND
 CL1677'JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1667 ***********************************************************************
 CL1667  DESIGNATION -  BV 082 200 GADT AZ MK
 CL1667  PID         -  CL1667
 CL1667  STATE/COUNTY-  GA/JENKINS
 CL1667  USGS QUAD   -  BELLEVUE (1981)
 CL1667
 CL1667                         *CURRENT SURVEY CONTROL
 CL1667  ___________________________________________________________________
 CL1667* NAD 83(1994)-  32 53 09.62233(N)    082 05 57.18908(W)     ADJUSTED  
 CL1667* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL1667  ___________________________________________________________________
 CL1667  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CL1667  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CL1667
 CL1667  HORZ ORDER  -  SECOND
 CL1667
 CL1667.The horizontal coordinates were established by classical geodetic methods
 CL1667.and adjusted by the National Geodetic Survey in September 1997..
 CL1667
 CL1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1667
 CL1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1667
 CL1667.The geoid height was determined by GEOID03.
 CL1667
 CL1667;                    North         East     Units Scale Factor Converg.
 CL1667;SPC GA E     -   319,962.358   206,310.646   MT  0.99990049   +0 02 11.8
 CL1667;SPC GA E     - 1,049,743.17    676,870.84   sFT  0.99990049   +0 02 11.8
 CL1667;UTM  17      - 3,639,185.262   397,181.071   MT  0.99973035   -0 35 48.8
 CL1667
 CL1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1667!SPC GA E     -   0.99999324  x   0.99990049  =   0.99989373
 CL1667!UTM  17      -   0.99999324  x   0.99973035  =   0.99972359
 CL1667
 CL1667                          SUPERSEDED SURVEY CONTROL
 CL1667
 CL1667  NAD 83(1986)-  32 53 09.62558(N)    082 05 57.18483(W) AD(       ) 2
 CL1667  NAD 27      -  32 53 09.07132(N)    082 05 57.75524(W) AD(       ) 2
 CL1667  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CL1667
 CL1667.Superseded values are not recommended for survey control.
 CL1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1667.See file dsdata.txt to determine how the superseded data were derived.
 CL1667
 CL1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9718139185(NAD 83)
 CL1667_MARKER: DD = SURVEY DISK
 CL1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1667+STABILITY: SURFACE MOTION
 CL1667
 CL1667  HISTORY     - Date     Condition        Report By
 CL1667  HISTORY     - 1979     MONUMENTED       GADT
 CL1667
 CL1667                          STATION DESCRIPTION
 CL1667
 CL1667'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1667'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES EAST-SOUTHEAST OF
 CL1667'MAGRUDER, 9-1/4 MILES EAST-NORTHEAST OF MIDVILLE, AND 11 MILES
 CL1667'WEST-NORTHWEST OF MILLEN ON COUNTY RIGHT OF WAY.
 CL1667'
 CL1667'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 CL1667'ROUTE 17 IN MIDVILLE, GO EAST ALONG STATE ROUTE 17 FOR 4.15 MILES TO
 CL1667'THE JUNCTION OF BURKE PAVED COUNTY ROAD 320 (SMITH THOMAS ROAD) TO THE
 CL1667'LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 17 FOR 2.25 MILES TO THE
 CL1667'JUNCTION OF PAVED JENKINS COUNTY ROAD 91320 CROSSING.  TURN LEFT GOING
 CL1667'NORTH ALONG COUNTY ROAD 91320 FOR 3.95 MILES TO THE JUNCTION OF DIRT
 CL1667'COUNTY ROAD 95 TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL1667'91320 FOR 1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92114
 CL1667'CROSSING.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91320 FOR 0.05 MILE
 CL1667'TO THE STATION ON THE RIGHT.
 CL1667'
 CL1667'THE STATION IS LOCATED 35 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CL1667'ROAD, 251.6 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 CL1667'CENTERLINES OF COUNTY ROADS 91320 AND 92114, 150.8 FEET SOUTH OF A
 CL1667'POWER POLE ON THE WEST SIDE OF COUNTY ROAD 91320, 6.0 FEET
 CL1667'WEST-NORTHWEST OF A FENCELINE, AND 3.0 FEET WEST-NORTHWEST OF A
 CL1667'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---082-200 1979
 CL1667'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1667'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1667'
 CL1667'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1667'FROM--GENERAL HIGHWAY MAPS BURKE COUNTY 1975 REVISED AUG 1976 AND
 CL1667'JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1676 ***********************************************************************
 CL1676  DESIGNATION -  BV 082 200 GADT RM 1
 CL1676  PID         -  CL1676
 CL1676  STATE/COUNTY-  GA/JENKINS
 CL1676  USGS QUAD   -  BELLEVUE (1981)
 CL1676
 CL1676                         *CURRENT SURVEY CONTROL
 CL1676  ___________________________________________________________________
 CL1676* NAD 83(1994)-  32 52 51.51605(N)    082 06 17.10643(W)     ADJUSTED  
 CL1676* NAVD 88     -        68.     (meters)     223.     (feet)  VERTCON   
 CL1676  ___________________________________________________________________
 CL1676  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CL1676  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CL1676
 CL1676  HORZ ORDER  -  SECOND
 CL1676
 CL1676.The horizontal coordinates were established by classical geodetic methods
 CL1676.and adjusted by the National Geodetic Survey in September 1997..
 CL1676
 CL1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1676
 CL1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1676
 CL1676.The geoid height was determined by GEOID03.
 CL1676
 CL1676;                    North         East     Units Scale Factor Converg.
 CL1676;SPC GA E     -   319,404.310   205,793.322   MT  0.99990041   +0 02 01.0
 CL1676;SPC GA E     - 1,047,912.31    675,173.59   sFT  0.99990041   +0 02 01.0
 CL1676;UTM  17      - 3,638,633.061   396,657.698   MT  0.99973168   -0 35 59.3
 CL1676
 CL1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1676!SPC GA E     -   0.99999402  x   0.99990041  =   0.99989443
 CL1676!UTM  17      -   0.99999402  x   0.99973168  =   0.99972571
 CL1676
 CL1676                          SUPERSEDED SURVEY CONTROL
 CL1676
 CL1676  NAD 83(1986)-  32 52 51.51933(N)    082 06 17.10220(W) AD(       ) 2
 CL1676  NAD 27      -  32 52 50.96452(N)    082 06 17.67194(W) AD(       ) 2
 CL1676  NGVD 29 (07/19/86)   68.     (m)          223.     (f) VERT ANG       
 CL1676
 CL1676.Superseded values are not recommended for survey control.
 CL1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1676.See file dsdata.txt to determine how the superseded data were derived.
 CL1676
 CL1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9665838633(NAD 83)
 CL1676_MARKER: DD = SURVEY DISK
 CL1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1676+STABILITY: SURFACE MOTION
 CL1676
 CL1676  HISTORY     - Date     Condition        Report By
 CL1676  HISTORY     - 1979     MONUMENTED       GADT
 CL1676
 CL1676                          STATION DESCRIPTION
 CL1676
 CL1676'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1676'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES EAST-NORTHEAST OF
 CL1676'MIDVILLE, 8-1/2 MILES EAST-SOUTHEAST OF MAGRUDER, AND 11 MILES
 CL1676'WEST-NORTHWEST OF MILLEN ON COUNTY RIGHT OF WAY.
 CL1676'
 CL1676'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 AND STATE
 CL1676'ROUTE 17 IN MIDVILLE, GO EAST ALONG STATE ROUTE 17 FOR 4.15 MILES TO
 CL1676'THE JUNCTION OF PAVED BURKE COUNTY ROAD 320 (SMITH THOMAS ROAD) TO THE
 CL1676'LEFT.  CONTINUE GOING EAST ALONG STATE ROUTE 17 FOR 2.25 MILES TO THE
 CL1676'JUNCTION OF PAVED JENKINS COUNTY ROAD 91320 CROSSING.  TURN LEFT GOING
 CL1676'NORTH ALONG COUNTY ROAD 91320 FOR 3.95 MILES TO THE JUNCTION OF DIRT
 CL1676'COUNTY ROAD 95 TO THE LEFT.  CONTINUE GOING EAST ALONG COUNTY ROAD
 CL1676'91320 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 CL1676'
 CL1676'THE STATION IS LOCATED 39 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CL1676'96.3 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 82.4 FEET
 CL1676'SOUTH-SOUTHEAST OF A POWER POLE, AND 3.0 FEET SOUTH OF A WITNESS POST.
 CL1676'IT IS A STANDARD BRASS DISK STAMPED---082-200 1979 RM 1---, SET IN THE
 CL1676'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL1676'THE GROUND WITH STEEL RODS EMBEDDED.
 CL1676'
 CL1676'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1676'FROM--GENERAL HIGHWAY MAPS BURKE COUNTY 1975 REVISED AUG 1976 AND
 CL1676'JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1672 ***********************************************************************
 CL1672  DESIGNATION -  BV 082 201 GADT
 CL1672  PID         -  CL1672
 CL1672  STATE/COUNTY-  GA/JENKINS
 CL1672  USGS QUAD   -  BELLEVUE (1981)
 CL1672
 CL1672                         *CURRENT SURVEY CONTROL
 CL1672  ___________________________________________________________________
 CL1672* NAD 83(1994)-  32 53 52.96579(N)    082 03 18.00834(W)     ADJUSTED  
 CL1672* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL1672  ___________________________________________________________________
 CL1672  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL1672  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CL1672
 CL1672  HORZ ORDER  -  SECOND
 CL1672
 CL1672.The horizontal coordinates were established by classical geodetic methods
 CL1672.and adjusted by the National Geodetic Survey in September 1997..
 CL1672
 CL1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1672
 CL1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1672
 CL1672.The geoid height was determined by GEOID03.
 CL1672
 CL1672;                    North         East     Units Scale Factor Converg.
 CL1672;SPC GA E     -   321,300.987   210,446.336   MT  0.99990135   +0 03 38.3
 CL1672;SPC GA E     - 1,054,134.99    690,439.35   sFT  0.99990135   +0 03 38.3
 CL1672;UTM  17      - 3,640,477.847   401,330.582   MT  0.99972004   -0 34 23.0
 CL1672
 CL1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1672!SPC GA E     -   0.99999452  x   0.99990135  =   0.99989587
 CL1672!UTM  17      -   0.99999452  x   0.99972004  =   0.99971456
 CL1672
 CL1672|---------------------------------------------------------------------|
 CL1672| PID    Reference Object                     Distance      Geod. Az  |
 CL1672|                                                           dddmmss.s |
 CL1672| CL1671 BV 082 201 GADT TPT                   4.764 METERS 11011     |
 CL1672| CL1664 LAWS RESET                          APPROX. 3.3 KM 2900720.0 |
 CL1672| CL1665 BV 082 201 GADT RM 1                 14.931 METERS 31436     |
 CL1672| CL1666 BV 082 201 GADT RM 2                274.153 METERS 31438     |
 CL1672|---------------------------------------------------------------------|
 CL1672
 CL1672                          SUPERSEDED SURVEY CONTROL
 CL1672
 CL1672  NAD 83(1986)-  32 53 52.96890(N)    082 03 18.00412(W) AD(       ) 2
 CL1672  NAD 27      -  32 53 52.41633(N)    082 03 18.57919(W) AD(       ) 2
 CL1672  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 CL1672
 CL1672.Superseded values are not recommended for survey control.
 CL1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1672.See file dsdata.txt to determine how the superseded data were derived.
 CL1672
 CL1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0133140478(NAD 83)
 CL1672_MARKER: DD = SURVEY DISK
 CL1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1672+STABILITY: SURFACE MOTION
 CL1672
 CL1672  HISTORY     - Date     Condition        Report By
 CL1672  HISTORY     - 1979     MONUMENTED       GADT
 CL1672
 CL1672                          STATION DESCRIPTION
 CL1672
 CL1672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1672'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST OF PERKINS, 9-1/2
 CL1672'MILES NORTHWEST OF MILLEN, AND 11 MILES EAST OF MAGRUDER ON COUNTY
 CL1672'RIGHT OF WAY.
 CL1672'
 CL1672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1672'121 AND STATE ROUTE 21) AND STATE ROUTE 17 IN MILLEN, GO WEST ALONG
 CL1672'STATE ROUTE 17 FOR 1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 79
 CL1672'FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 79
 CL1672'FOR 3.95 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 78 FORKING TO THE
 CL1672'RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 79 FOR 3.35 MILES
 CL1672'TO THE JUNCTION OF PAVED COUNTY ROAD 81 TO THE RIGHT.  CONTINUE GOING
 CL1672'NORTHWEST ALONG COUNTY ROAD 79 FOR 1.4 MILES TO THE JUNCTION OF DIRT
 CL1672'COUNTY ROAD 89 CROSSING.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD
 CL1672'79 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CL1672'
 CL1672'THE STATION IS LOCATED 36.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL1672'ROAD, 220.9 FEET NORTHWEST OF THE SOUTHWEST END OF A 36 INCH
 CL1672'CORRUGATED METAL CROSS DRAIN PIPE UNDER THE ROAD, 215.5 FEET
 CL1672'WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 CL1672'NORTHEAST SIDE OF THE ROAD, 5.8 FEET NORTHEAST OF A FENCELINE, AND 3.1
 CL1672'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1672'STAMPED---082-201 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1672'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1672'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1672'STAMPED---082-201 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1672'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.
 CL1672'
 CL1672'REFERENCE MARK 1 IS LOCATED 36.5 FEET SOUTHWEST OF THE CENTERLINE OF
 CL1672'THE ROAD, 269.7 FEET NORTHWEST OF THE SOUTHWEST END OF THE 36 INCH
 CL1672'CROSS DRAIN PIPE, 262.2 FEET WEST-NORTHWEST OF THE UNDERGROUND
 CL1672'TELEPHONE CABLE PEDESTAL ON THE NORTHEAST SIDE OF THE ROAD, 5.8 FEET
 CL1672'NORTHEAST OF A FENCELINE, AND 3.0 FEET NORTHEAST OF A WITNESS POST.
 CL1672'IT IS A STANDARD DISK STAMPED---082-201 1979 RM 1---, SET IN THE TOP
 CL1672'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1672'GROUND WITH STEEL RODS EMBEDDED.
 CL1672'
 CL1672'TO REACH REFERENCE MARK 2 FROM THE STATION, GO NORTHWEST ALONG COUNTY
 CL1672'ROAD 79 FOR 0.15 MILE TO THE REFERENCE MARK ON THE LEFT.  IT IS
 CL1672'LOCATED 40 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 484.9 FEET
 CL1672'SOUTHEAST OF THE SOUTHWEST END OF AN 18 INCH CONCRETE CROSSDRAIN PIPE
 CL1672'UNDER THE ROAD, 529.3 FEET NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL1672'PEDESTAL LOCATED 12 FEET SOUTHEAST OF A FENCECORNER ON THE NORTHEAST
 CL1672'SIDE OF THE ROAD, 99.7 FEET SOUTH-SOUTHWEST OF THE SOUTHEASTERN PULL
 CL1672'POST OF A SINGLE FENCELINE BRACE ON THE EAST SIDE OF THE ROAD, AND 3.0
 CL1672'FEET NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 CL1672'DISK STAMPED---082-201 1979 RM 2---, SET IN THE TOP OF A 10 INCH
 CL1672'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1672'STEEL RODS EMBEDDED.
 CL1672'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1672'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1665 ***********************************************************************
 CL1665  DESIGNATION -  BV 082 201 GADT RM 1
 CL1665  PID         -  CL1665
 CL1665  STATE/COUNTY-  GA/JENKINS
 CL1665  USGS QUAD   -  BELLEVUE (1981)
 CL1665
 CL1665                         *CURRENT SURVEY CONTROL
 CL1665  ___________________________________________________________________
 CL1665* NAD 83(1994)-  32 53 53.30613(N)    082 03 18.41739(W)     ADJUSTED  
 CL1665* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL1665  ___________________________________________________________________
 CL1665  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL1665  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CL1665
 CL1665  HORZ ORDER  -  SECOND
 CL1665
 CL1665.The horizontal coordinates were established by classical geodetic methods
 CL1665.and adjusted by the National Geodetic Survey in September 1997..
 CL1665
 CL1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1665
 CL1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1665
 CL1665.The geoid height was determined by GEOID03.
 CL1665
 CL1665;                    North         East     Units Scale Factor Converg.
 CL1665;SPC GA E     -   321,311.459   210,435.695   MT  0.99990134   +0 03 38.1
 CL1665;SPC GA E     - 1,054,169.35    690,404.44   sFT  0.99990134   +0 03 38.1
 CL1665;UTM  17      - 3,640,488.434   401,320.059   MT  0.99972007   -0 34 23.3
 CL1665
 CL1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1665!SPC GA E     -   0.99999452  x   0.99990134  =   0.99989586
 CL1665!UTM  17      -   0.99999452  x   0.99972007  =   0.99971459
 CL1665
 CL1665                          SUPERSEDED SURVEY CONTROL
 CL1665
 CL1665  NAD 83(1986)-  32 53 53.30920(N)    082 03 18.41313(W) AD(       ) 2
 CL1665  NAD 27      -  32 53 52.75669(N)    082 03 18.98824(W) AD(       ) 2
 CL1665  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 CL1665
 CL1665.Superseded values are not recommended for survey control.
 CL1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1665.See file dsdata.txt to determine how the superseded data were derived.
 CL1665
 CL1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0132040488(NAD 83)
 CL1665_MARKER: DD = SURVEY DISK
 CL1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1665+STABILITY: SURFACE MOTION
 CL1665
 CL1665  HISTORY     - Date     Condition        Report By
 CL1665  HISTORY     - 1979     MONUMENTED       GADT
 CL1665
 CL1665                          STATION DESCRIPTION
 CL1665
 CL1665'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1665'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST OF PERKINS, 9-1/2
 CL1665'MILES NORTHWEST OF MILLEN, AND 11 MILES EAST OF MAGRUDER ON COUNTY
 CL1665'RIGHT OF WAY.
 CL1665'
 CL1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1665'121 AND STATE ROUTE 21) AND STATE ROUTE 17 IN MILLEN, GO WEST ALONG
 CL1665'STATE ROUTE 17 FOR 1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 79
 CL1665'FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 79
 CL1665'FOR 3.95 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 78 FORKING TO THE
 CL1665'RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 79 FOR 3.35 MILES
 CL1665'TO THE JUNCTION OF PAVED COUNTY ROAD 81 TO THE RIGHT.  CONTINUE GOING
 CL1665'NORTHWEST ALONG COUNTY ROAD 79 FOR 1.4 MILES TO THE JUNCTION OF DIRT
 CL1665'COUNTY ROAD 89 CROSSING.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD
 CL1665'79 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CL1665'
 CL1665'THE STATION IS LOCATED 36.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL1665'ROAD, 269.7 FEET NORTHWEST OF THE SOUTHWEST END OF A 36 INCH
 CL1665'CROSSDRAIN PIPE UNDER THE ROAD, 262.2 FEET WEST-NORTHWEST OF AN
 CL1665'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTHEAST SIDE OF THE
 CL1665'ROAD, 5.8 FEET NORTHEAST OF A FENCELINE, AND 3.0 FEET NORTHEAST OF A
 CL1665'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---082-201 1979
 CL1665'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1665'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1665'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1665'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1666 ***********************************************************************
 CL1666  DESIGNATION -  BV 082 201 GADT RM 2
 CL1666  PID         -  CL1666
 CL1666  STATE/COUNTY-  GA/JENKINS
 CL1666  USGS QUAD   -  BELLEVUE (1981)
 CL1666
 CL1666                         *CURRENT SURVEY CONTROL
 CL1666  ___________________________________________________________________
 CL1666* NAD 83(1994)-  32 53 59.21832(N)    082 03 25.51485(W)     ADJUSTED  
 CL1666* NAVD 88     -        69.     (meters)     226.     (feet)  VERTCON   
 CL1666  ___________________________________________________________________
 CL1666  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 CL1666  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 CL1666
 CL1666  HORZ ORDER  -  SECOND
 CL1666
 CL1666.The horizontal coordinates were established by classical geodetic methods
 CL1666.and adjusted by the National Geodetic Survey in September 1997..
 CL1666
 CL1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1666
 CL1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1666
 CL1666.The geoid height was determined by GEOID03.
 CL1666
 CL1666;                    North         East     Units Scale Factor Converg.
 CL1666;SPC GA E     -   321,493.380   210,251.068   MT  0.99990130   +0 03 34.3
 CL1666;SPC GA E     - 1,054,766.20    689,798.71   sFT  0.99990130   +0 03 34.3
 CL1666;UTM  17      - 3,640,672.353   401,137.489   MT  0.99972051   -0 34 27.2
 CL1666
 CL1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1666!SPC GA E     -   0.99999389  x   0.99990130  =   0.99989519
 CL1666!UTM  17      -   0.99999389  x   0.99972051  =   0.99971440
 CL1666
 CL1666                          SUPERSEDED SURVEY CONTROL
 CL1666
 CL1666  NAD 83(1986)-  32 53 59.22141(N)    082 03 25.51060(W) AD(       ) 2
 CL1666  NAD 27      -  32 53 58.66900(N)    082 03 26.08552(W) AD(       ) 2
 CL1666  NGVD 29 (07/19/86)   69.     (m)          226.     (f) VERT ANG       
 CL1666
 CL1666.Superseded values are not recommended for survey control.
 CL1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1666.See file dsdata.txt to determine how the superseded data were derived.
 CL1666
 CL1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0113740672(NAD 83)
 CL1666_MARKER: DD = SURVEY DISK
 CL1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1666+STABILITY: SURFACE MOTION
 CL1666
 CL1666  HISTORY     - Date     Condition        Report By
 CL1666  HISTORY     - 1979     MONUMENTED       GADT
 CL1666
 CL1666                          STATION DESCRIPTION
 CL1666
 CL1666'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1666'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST OF PERKINS, 9-1/2
 CL1666'MILES NORTHWEST OF MILLEN, AND 10-3/4 MILES EAST OF MAGRUDER ON COUNTY
 CL1666'RIGHT OF WAY.
 CL1666'
 CL1666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1666'121 AND STATE ROUTE 21) AND STATE ROUTE 17 IN MILLEN, GO WEST ALONG
 CL1666'STATE ROUTE 17 FOR 1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 79
 CL1666'FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 79
 CL1666'FOR 3.95 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 78 FORKING TO THE
 CL1666'RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 79 FOR 3.35 MILES
 CL1666'TO THE JUNCTION OF PAVED COUNTY ROAD 81 TO THE RIGHT.  CONTINUE GOING
 CL1666'NORTHWEST ALONG COUNTY ROAD 79 FOR 1.4 MILES TO THE JUNCTION OF DIRT
 CL1666'COUNTY ROAD 89 CROSSING.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD
 CL1666'79 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CL1666'
 CL1666'THE STATION IS LOCATED 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL1666'ROAD, 484.9 FEET SOUTHEAST OF THE SOUTHWEST END OF AN 18 INCH
 CL1666'CONCRETE CROSSDRAIN PIPE UNDER THE ROAD, 529.3 FEET NORTHWEST OF AN
 CL1666'UNDERGROUND TELEPHONE CABLE PEDESTAL LOCATED 12 FEET SOUTHEAST OF A
 CL1666'FENCECORNER ON THE NORTHEAST SIDE OF THE ROAD, 99.7 FEET
 CL1666'SOUTH-SOUTHWEST OF THE SOUTHEASTERN PULL POST OF A SINGLE FENCELINE
 CL1666'BRACE ON THE EAST SIDE OF THE ROAD, AND 3.0 FEET NORTHEAST OF A
 CL1666'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1666'STAMPED---082-201 1979 RM 2---, SET IN THE TOP OF A 10 INCH
 CL1666'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1666'STEEL RODS EMBEDDED.
 CL1666'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1666'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4229 ***********************************************************************
 CK4229  DESIGNATION -  BV 082 202 GADT
 CK4229  PID         -  CK4229
 CK4229  STATE/COUNTY-  GA/JENKINS
 CK4229  USGS QUAD   -  MILLEN (1978)
 CK4229
 CK4229                         *CURRENT SURVEY CONTROL
 CK4229  ___________________________________________________________________
 CK4229* NAD 83(1994)-  32 52 02.47368(N)    081 54 01.46083(W)     ADJUSTED  
 CK4229* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 CK4229  ___________________________________________________________________
 CK4229  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CK4229  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CK4229
 CK4229  HORZ ORDER  -  SECOND
 CK4229
 CK4229.The horizontal coordinates were established by classical geodetic methods
 CK4229.and adjusted by the National Geodetic Survey in September 1997..
 CK4229
 CK4229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4229
 CK4229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4229
 CK4229.The geoid height was determined by GEOID03.
 CK4229
 CK4229;                    North         East     Units Scale Factor Converg.
 CK4229;SPC GA E     -   317,923.375   224,917.647   MT  0.99990765   +0 08 40.2
 CK4229;SPC GA E     - 1,043,053.61    737,917.31   sFT  0.99990765   +0 08 40.2
 CK4229;UTM  17      - 3,636,941.165   415,760.770   MT  0.99968750   -0 29 19.2
 CK4229
 CK4229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4229!SPC GA E     -   0.99999092  x   0.99990765  =   0.99989857
 CK4229!UTM  17      -   0.99999092  x   0.99968750  =   0.99967842
 CK4229
 CK4229|---------------------------------------------------------------------|
 CK4229| PID    Reference Object                     Distance      Geod. Az  |
 CK4229|                                                           dddmmss.s |
 CK4229| CK4245 BV 082 215 GADT                     129.232 METERS 01455     |
 CK4229| CK4219 MILLEN CENTRAL OF GA MICRO TWR      APPROX. 3.1 KM 1222715.2 |
 CK4229| CK4232 BV 082 202 GADT AZ MK               APPROX. 0.7 KM 2093021.0 |
 CK4229| CK4230 BV 082 202 GADT RM 1                 11.361 METERS 20951     |
 CK4229| CK4231 BV 082 202 GADT TPT                  18.196 METERS 23905     |
 CK4229|---------------------------------------------------------------------|
 CK4229
 CK4229                          SUPERSEDED SURVEY CONTROL
 CK4229
 CK4229  NAD 83(1986)-  32 52 02.47624(N)    081 54 01.45613(W) AD(       ) 2
 CK4229  NAD 27      -  32 52 01.90852(N)    081 54 02.03858(W) AD(       ) 2
 CK4229  NGVD 29 (07/19/86)   88.1    (m)          289.     (f) VERT ANG       
 CK4229
 CK4229.Superseded values are not recommended for survey control.
 CK4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4229.See file dsdata.txt to determine how the superseded data were derived.
 CK4229
 CK4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1576136941(NAD 83)
 CK4229_MARKER: DD = SURVEY DISK
 CK4229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4229+STABILITY: SURFACE MOTION
 CK4229
 CK4229  HISTORY     - Date     Condition        Report By
 CK4229  HISTORY     - 1979     MONUMENTED       GADT
 CK4229
 CK4229                          STATION DESCRIPTION
 CK4229
 CK4229'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4229'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTHEAST OF PERKINS,
 CK4229'5 MILES NORTH-NORTHEAST OF MILLEN, AND 11 MILES NORTH OF SCARBORO ON
 CK4229'STATE RIGHT OF WAY.
 CK4229'
 CK4229'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17, STATE ROUTE
 CK4229'21, AND STATE ROUTE 23 IN MILLEN, GO NORTH ALONG STATE ROUTE 23 FOR
 CK4229'2.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 193 TO THE RIGHT.
 CK4229'CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 2.05 MILES TO THE
 CK4229'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 23
 CK4229'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CK4229'
 CK4229'THE STATION IS LOCATED 51 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CK4229'HIGHWAY, 61.0 FEET SOUTHWEST OF A CORNER POST AT THE JUNCTION OF THREE
 CK4229'FENCELINES, 149.0 FEET EAST OF A POWER POLE WITH TRANSFORMER ON THE
 CK4229'WEST SIDE OF THE HIGHWAY, 168.8 FEET EAST-NORTHEAST OF AN UNDERGROUND
 CK4229'TELEPHONE CABLE PEDESTAL NUMBER 59 ON THE WEST SIDE OF THE HIGHWAY,
 CK4229'AND 3.0 FEET WEST-NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.
 CK4229'IT IS A STANDARD BRASS DISK STAMPED---082-202 1979---, SET IN THE TOP
 CK4229'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CK4229'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CK4229'STANDARD DISK STAMPED---082-202 1979---, SET IN AN IRREGULAR MASS OF
 CK4229'CONCRETE APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CK4229'
 CK4229'REFERENCE MARK 1 IS LOCATED 51 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CK4229'OF THE HIGHWAY, 98.1 FEET SOUTHWEST OF THE CORNER FENCE POST, 137.4
 CK4229'FEET EAST-SOUTHEAST OF THE POWER POLE WITH TRANSFORMER ON THE WEST
 CK4229'SIDE OF THE HIGHWAY, 141.2 FEET EAST OF THE UNDERGROUND TELEPHONE
 CK4229'CABLE PEDESTAL NUMBER 59, 276.0 FEET NORTHEAST OF THE NORTH END OF A
 CK4229'15 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTHWEST,
 CK4229'AND 3.0 FEET WEST-NORTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT
 CK4229'IS A STANDARD DISK STAMPED---082-202 1979 RM 1---, SET IN THE TOP OF A
 CK4229'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4229'WITH STEEL RODS EMBEDDED.
 CK4229'
 CK4229'THE AZIMUTH MARK IS LOCATED 42 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CK4229'HIGHWAY, 9.3 FEET NORTHWEST OF A FENCELINE, 243.3 FEET EAST-SOUTHEAST
 CK4229'OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY, 263.6 FEET NORTHEAST
 CK4229'OF UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 54 LP ON THE WEST SIDE
 CK4229'OF THE ROAD, AND 2.7 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 CK4229'STANDARD DISK STAMPED---082-202 1979 AZ MK---, SET IN THE TOP OF A 10
 CK4229'INCH CYLINDRICASL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4229'WITH STEEL RODS EMBEDDED.
 CK4229'
 CK4229'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4229'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4232 ***********************************************************************
 CK4232  DESIGNATION -  BV 082 202 GADT AZ MK
 CK4232  PID         -  CK4232
 CK4232  STATE/COUNTY-  GA/JENKINS
 CK4232  USGS QUAD   -  MILLEN (1978)
 CK4232
 CK4232                         *CURRENT SURVEY CONTROL
 CK4232  ___________________________________________________________________
 CK4232* NAD 83(1994)-  32 51 43.83426(N)    081 54 13.95897(W)     ADJUSTED  
 CK4232* NAVD 88     -        69.     (meters)     226.     (feet)  VERTCON   
 CK4232  ___________________________________________________________________
 CK4232  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CK4232  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 CK4232
 CK4232  HORZ ORDER  -  SECOND
 CK4232
 CK4232.The horizontal coordinates were established by classical geodetic methods
 CK4232.and adjusted by the National Geodetic Survey in September 1997..
 CK4232
 CK4232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4232
 CK4232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4232
 CK4232.The geoid height was determined by GEOID03.
 CK4232
 CK4232;                    North         East     Units Scale Factor Converg.
 CK4232;SPC GA E     -   317,348.408   224,594.181   MT  0.99990746   +0 08 33.3
 CK4232;SPC GA E     - 1,041,167.24    736,856.08   sFT  0.99990746   +0 08 33.3
 CK4232;UTM  17      - 3,636,369.932   415,431.043   MT  0.99968818   -0 29 25.8
 CK4232
 CK4232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4232!SPC GA E     -   0.99999391  x   0.99990746  =   0.99990138
 CK4232!UTM  17      -   0.99999391  x   0.99968818  =   0.99968210
 CK4232
 CK4232                          SUPERSEDED SURVEY CONTROL
 CK4232
 CK4232  NAD 83(1986)-  32 51 43.83683(N)    081 54 13.95431(W) AD(       ) 2
 CK4232  NAD 27      -  32 51 43.26908(N)    081 54 14.53732(W) AD(       ) 2
 CK4232  NGVD 29 (07/19/86)   69.     (m)          226.     (f) VERT ANG       
 CK4232
 CK4232.Superseded values are not recommended for survey control.
 CK4232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4232.See file dsdata.txt to determine how the superseded data were derived.
 CK4232
 CK4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1543136370(NAD 83)
 CK4232_MARKER: DD = SURVEY DISK
 CK4232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4232+STABILITY: SURFACE MOTION
 CK4232
 CK4232  HISTORY     - Date     Condition        Report By
 CK4232  HISTORY     - 1979     MONUMENTED       GADT
 CK4232
 CK4232                          STATION DESCRIPTION
 CK4232
 CK4232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4232'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTHEAST OF PERKINS,
 CK4232'4-1/2 MILES NORTH-NORTHEAST OF MILLEN, AND 10-1/2 MILES NORTH OF
 CK4232'SCARBORO ON STATE RIGHT OF WAY.
 CK4232'
 CK4232'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17, STATE ROUTE
 CK4232'21, AND STATE ROUTE 23 IN MILLEN, GO NORTH ALONG STATE ROUTE 23 FOR
 CK4232'2.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 193 TO THE RIGHT.
 CK4232'CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 2.05 MILES TO THE
 CK4232'STATION ON THE RIGHT.
 CK4232'
 CK4232'THE STATION IS LOCATED 42 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CK4232'HIGHWAY, 9.3 FEET NORTHWEST OF A FENCELINE, 243.3 FEET EAST-SOUTHEAST
 CK4232'OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY, 263.6 FEET NORTHEAST
 CK4232'OF UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 54 LP ON THE WEST SIDE
 CK4232'OF THE HIGHWAY, AND 2.7 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 CK4232'STANDARD BRASS DISK STAMPED---082-202 1979 AZ MK---, SET IN THE TOP OF
 CK4232'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CK4232'GROUND WITH STEEL RODS EMBEDDED.
 CK4232'
 CK4232'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4232'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4230 ***********************************************************************
 CK4230  DESIGNATION -  BV 082 202 GADT RM 1
 CK4230  PID         -  CK4230
 CK4230  STATE/COUNTY-  GA/JENKINS
 CK4230  USGS QUAD   -  MILLEN (1978)
 CK4230
 CK4230                         *CURRENT SURVEY CONTROL
 CK4230  ___________________________________________________________________
 CK4230* NAD 83(1994)-  32 52 02.15382(N)    081 54 01.67835(W)     ADJUSTED  
 CK4230* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CK4230  ___________________________________________________________________
 CK4230  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CK4230  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CK4230
 CK4230  HORZ ORDER  -  SECOND
 CK4230
 CK4230.The horizontal coordinates were established by classical geodetic methods
 CK4230.and adjusted by the National Geodetic Survey in September 1997..
 CK4230
 CK4230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4230
 CK4230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4230
 CK4230.The geoid height was determined by GEOID03.
 CK4230
 CK4230;                    North         East     Units Scale Factor Converg.
 CK4230;SPC GA E     -   317,913.509   224,912.018   MT  0.99990765   +0 08 40.1
 CK4230;SPC GA E     - 1,043,021.24    737,898.85   sFT  0.99990765   +0 08 40.1
 CK4230;UTM  17      - 3,636,931.363   415,755.033   MT  0.99968751   -0 29 19.3
 CK4230
 CK4230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4230!SPC GA E     -   0.99999109  x   0.99990765  =   0.99989874
 CK4230!UTM  17      -   0.99999109  x   0.99968751  =   0.99967860
 CK4230
 CK4230                          SUPERSEDED SURVEY CONTROL
 CK4230
 CK4230  NAD 83(1986)-  32 52 02.15634(N)    081 54 01.67368(W) AD(       ) 2
 CK4230  NAD 27      -  32 52 01.58865(N)    081 54 02.25611(W) AD(       ) 2
 CK4230  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CK4230
 CK4230.Superseded values are not recommended for survey control.
 CK4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4230.See file dsdata.txt to determine how the superseded data were derived.
 CK4230
 CK4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1575536931(NAD 83)
 CK4230_MARKER: DD = SURVEY DISK
 CK4230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4230+STABILITY: SURFACE MOTION
 CK4230
 CK4230  HISTORY     - Date     Condition        Report By
 CK4230  HISTORY     - 1979     MONUMENTED       GADT
 CK4230
 CK4230                          STATION DESCRIPTION
 CK4230
 CK4230'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4230'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTHEAST OF PERKINS,
 CK4230'5 MILES NORTH-NORTHEAST OF MILLEN, AND 11 MILES NORTH OF SCARBORO ON
 CK4230'STATE RIGHT OF WAY.
 CK4230'
 CK4230'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17, STATE ROUTE
 CK4230'21, AND STATE ROUTE 23 IN MILLEN, GO NORTH ALONG STATE ROUTE 23 FOR
 CK4230'2.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 193 TO THE RIGHT.
 CK4230'CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 2.45 MILES TO THE
 CK4230'STATION ON THE RIGHT.
 CK4230'
 CK4230'THE STATION IS LOCATED 51 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CK4230'HIGHWAY, 98.1 FEET SOUTHWEST OF A FENCE CORNER POST AT A JUNCTION OF
 CK4230'THREE FENCELINES, 137.4 FEET EAST-SOUTHEAST OF A POWER POLE WITH A
 CK4230'TRANSFORMER ON THE WEST SIDE OF THE HIGHWAY, 141.2 FEET EAST OF
 CK4230'UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 59, 276.0 FEET NORTHEAST
 CK4230'OF THE NORTH END OF A 15 INCH CONCRETE SIDE DRAIN PIPE UNDER A
 CK4230'DRIVEWAY TO THE NORTHWEST, AND 3.0 FEET WEST-NORTHWEST OF A WITNESS
 CK4230'POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CK4230'STAMPED---082-202 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CK4230'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CK4230'STEEL RODS EMBEDDED.
 CK4230'
 CK4230'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4230'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4243 ***********************************************************************
 CK4243  DESIGNATION -  BV 082 203 GADT
 CK4243  PID         -  CK4243
 CK4243  STATE/COUNTY-  GA/JENKINS
 CK4243  USGS QUAD   -  MILLEN (1978)
 CK4243
 CK4243                         *CURRENT SURVEY CONTROL
 CK4243  ___________________________________________________________________
 CK4243* NAD 83(1994)-  32 47 13.58607(N)    081 56 06.11234(W)     ADJUSTED  
 CK4243* NAVD 88     -        62.1    (meters)     204.     (feet)  VERTCON   
 CK4243  ___________________________________________________________________
 CK4243  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CK4243  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CK4243
 CK4243  HORZ ORDER  -  SECOND
 CK4243
 CK4243.The horizontal coordinates were established by classical geodetic methods
 CK4243.and adjusted by the National Geodetic Survey in September 1997..
 CK4243
 CK4243.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4243
 CK4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4243
 CK4243.The geoid height was determined by GEOID03.
 CK4243
 CK4243;                    North         East     Units Scale Factor Converg.
 CK4243;SPC GA E     -   309,017.140   221,696.771   MT  0.99990580   +0 07 31.6
 CK4243;SPC GA E     - 1,013,833.73    727,350.16   sFT  0.99990580   +0 07 31.6
 CK4243;UTM  17      - 3,628,072.940   412,442.492   MT  0.99969453   -0 30 22.9
 CK4243
 CK4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4243!SPC GA E     -   0.99999494  x   0.99990580  =   0.99990074
 CK4243!UTM  17      -   0.99999494  x   0.99969453  =   0.99968947
 CK4243
 CK4243:                Primary Azimuth Mark                     Grid Az
 CK4243:SPC GA E     -  MILLEN PLANTERS ELEC RAD TOWER           017 35 18.9
 CK4243:UTM  17      -  MILLEN PLANTERS ELEC RAD TOWER           018 13 13.4
 CK4243
 CK4243|---------------------------------------------------------------------|
 CK4243| PID    Reference Object                     Distance      Geod. Az  |
 CK4243|                                                           dddmmss.s |
 CK4243| CK4235 MILLEN PLANTERS ELEC RAD TOWER      APPROX. 1.9 KM 0174250.5 |
 CK4243| CK4234 MILLEN CABLE TV MAST                APPROX. 3.4 KM 0183057.5 |
 CK4243| CK4236 BV 082 203 GADT AZ MK               APPROX. 0.6 KM 1390154.5 |
 CK4243| CK4242 BV 082 203 GADT RM 1                  7.833 METERS 13903     |
 CK4243| CK4244 BV 082 203 GADT TPT                   6.192 METERS 30723     |
 CK4243|---------------------------------------------------------------------|
 CK4243
 CK4243                          SUPERSEDED SURVEY CONTROL
 CK4243
 CK4243  NAD 83(1986)-  32 47 13.58880(N)    081 56 06.10793(W) AD(       ) 2
 CK4243  NAD 27      -  32 47 13.02733(N)    081 56 06.69280(W) AD(       ) 2
 CK4243  NGVD 29 (07/19/86)   62.3    (m)          204.     (f) VERT ANG       
 CK4243
 CK4243.Superseded values are not recommended for survey control.
 CK4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4243.See file dsdata.txt to determine how the superseded data were derived.
 CK4243
 CK4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1244228073(NAD 83)
 CK4243_MARKER: DD = SURVEY DISK
 CK4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4243+STABILITY: SURFACE MOTION
 CK4243
 CK4243  HISTORY     - Date     Condition        Report By
 CK4243  HISTORY     - 1979     MONUMENTED       GADT
 CK4243
 CK4243                          STATION DESCRIPTION
 CK4243
 CK4243'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4243'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH OF MILLEN, 4
 CK4243'MILES EAST-NORTHEAST OF EMMALANE, AND 6 MILES NORTH-NORTHEAST OF
 CK4243'SCARBORO ON STATE RIGHT OF WAY.
 CK4243'
 CK4243'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17, 23, AND 21
 CK4243'IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 1 MILE TO THE JUNCTION OF
 CK4243'PAVED COUNTY ROAD 69 REVERSE FORKING TO THE RIGHT.  CONTINUE GOING
 CK4243'SOUTHEAST ALONG STATE ROUTE 17 FOR 0.25 MILE TO THE STATION ON THE
 CK4243'RIGHT.
 CK4243'
 CK4243'THE STATION IS LOCATED 47 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CK4243'ROUTE 17, 3.0 FEET NORTHEAST OF A WITNESS POST, 72 FEET SOUTH OF THE
 CK4243'POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE 17 AND A LONG
 CK4243'DRIVEWAY TO THE EAST TO A CREAM COLORED BRICK HOUSE WITH A GRAY ROOF,
 CK4243'187.0 FEET SOUTH OF A POWER POLE IN THE NORTH QUADRANT OF THE JUNCTION
 CK4243'OF THE HIGHWAY AND DRIVEWAY, AND 256.4 FEET WEST-NORTHWEST OF A POWER
 CK4243'POLE IN FRONT OF A RED BRICK HOUSE WITH GRAY ROOF ON THE NORTHWEST
 CK4243'SIDE OF THE HIGHWAY.  IT IS A STANDARD BRASS DISK STAMPED---082-203
 CK4243'1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4243'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CK4243'UNDERGROUND MARK IS A STANDARD DISK STAMPED---082-203 1979 ---, SET IN
 CK4243'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.84 METER BELOW THE
 CK4243'SURFACE OF THE GROUND.
 CK4243'
 CK4243'REFERENCE MARK 1 IS LOCATED 46 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CK4243'HIGHWAY, 212.6 FEET WEST-NORTHWEST OF THE POWER POLE IN FRONT OF THE
 CK4243'RED BRICK HOUSE, 94 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION
 CK4243'OF THE CENTERLINES
 CK4243'OF THE HIGHWAY AND DRIVEWAY, AND 208.6 FEET SOUTH-SOUTHEAST OF THE
 CK4243'POWER POLE IN THE NORTH QUADRANT OF THE JUNCTION OF THE HIGHWAY AND
 CK4243'DRIVEWAY.  IT IS A STANDARD DISK STAMPED---082-203 1979 RM 1---, SET
 CK4243'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CK4243'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4243'
 CK4243'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG STATE
 CK4243'ROUTE 17 FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 41 FEET
 CK4243'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTHEAST OF A
 CK4243'WITNESS POST, 57.0 FEET EAST-SOUTHEAST OF A POWER POLE, 29.8 FEET
 CK4243'SOUTH-SOUTHEAST OF THE NORTHWEST END OF AN 18 INCH CONCRETE SIDE DRAIN
 CK4243'PIPE UNDER AN ACCESS ROAD LEADING SOUTHWEST TO A FIELD, AND 18.5 FEET
 CK4243'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF THE SIDE DRAIN PIPE.  IT IS A
 CK4243'STANDARD DISK STAMPED---082-203 1979 AZ MK---, SET IN THE TOP OF A 10
 CK4243'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CK4243'WITH STEEL RODS EMBEDDED.
 CK4243'
 CK4243'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4243'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4236 ***********************************************************************
 CK4236  DESIGNATION -  BV 082 203 GADT AZ MK
 CK4236  PID         -  CK4236
 CK4236  STATE/COUNTY-  GA/JENKINS
 CK4236  USGS QUAD   -  MILLEN (1978)
 CK4236
 CK4236                         *CURRENT SURVEY CONTROL
 CK4236  ___________________________________________________________________
 CK4236* NAD 83(1994)-  32 46 58.53961(N)    081 55 50.64614(W)     ADJUSTED  
 CK4236* NAVD 88     -        55.     (meters)     180.     (feet)  VERTCON   
 CK4236  ___________________________________________________________________
 CK4236  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CK4236  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CK4236
 CK4236  HORZ ORDER  -  SECOND
 CK4236
 CK4236.The horizontal coordinates were established by classical geodetic methods
 CK4236.and adjusted by the National Geodetic Survey in September 1997..
 CK4236
 CK4236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4236
 CK4236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4236
 CK4236.The geoid height was determined by GEOID03.
 CK4236
 CK4236;                    North         East     Units Scale Factor Converg.
 CK4236;SPC GA E     -   308,554.556   222,100.218   MT  0.99990602   +0 07 39.9
 CK4236;SPC GA E     - 1,012,316.07    728,673.80   sFT  0.99990602   +0 07 39.9
 CK4236;UTM  17      - 3,627,606.035   412,840.729   MT  0.99969367   -0 30 14.3
 CK4236
 CK4236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4236!SPC GA E     -   0.99999609  x   0.99990602  =   0.99990211
 CK4236!UTM  17      -   0.99999609  x   0.99969367  =   0.99968976
 CK4236
 CK4236                          SUPERSEDED SURVEY CONTROL
 CK4236
 CK4236  NAD 83(1986)-  32 46 58.54235(N)    081 55 50.64175(W) AD(       ) 2
 CK4236  NAD 27      -  32 46 57.98055(N)    081 55 51.22696(W) AD(       ) 2
 CK4236  NGVD 29 (07/19/86)   55.     (m)          180.     (f) VERT ANG       
 CK4236
 CK4236.Superseded values are not recommended for survey control.
 CK4236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4236.See file dsdata.txt to determine how the superseded data were derived.
 CK4236
 CK4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1284127606(NAD 83)
 CK4236_MARKER: DD = SURVEY DISK
 CK4236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4236+STABILITY: SURFACE MOTION
 CK4236
 CK4236  HISTORY     - Date     Condition        Report By
 CK4236  HISTORY     - 1979     MONUMENTED       GADT
 CK4236
 CK4236                          STATION DESCRIPTION
 CK4236
 CK4236'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4236'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTH-SOUTHEAST OF
 CK4236'MILLEN, 4 MILES EAST-NORTHEAST OF EMMALANE, AND 5-1/2 MILES NORTHWEST
 CK4236'OF SCARBORO ON STATE RIGHT OF WAY.
 CK4236'
 CK4236'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17, 23, AND
 CK4236'21 IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 1 MILE TO THE JUNCTION
 CK4236'OF PAVED COUNTY ROAD 69 REVERSE FORKING TO THE RIGHT.  CONTINUE GOING
 CK4236'SOUTHEAST ALONG STATE ROUTE 17 FOR 0.65 MILE TO THE STATION ON THE
 CK4236'RIGHT.
 CK4236'
 CK4236'THE STATION IS LOCATED 41 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CK4236'ROUTE 17, 3 FEET NORTHEAST OF A WITNESS POST, 57.0 FEET EAST-SOUTHEAST
 CK4236'OF A POWER POLE, 29.8 FEET SOUTH-SOUTHEAST OF THE NORTHWEST END OF AN
 CK4236'18 INCH CONCRETE SIDE DRAIN UNDER AN ACCESS ROAD LEADING SOUTHWEST TO
 CK4236'A FIELD, AND 18.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST END OF THE
 CK4236'SIDE DRAIN.  IT IS A STANDARD BRASS DISK STAMPED---082-203 1979
 CK4236'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CK4236'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CK4236'
 CK4236'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4236'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4242 ***********************************************************************
 CK4242  DESIGNATION -  BV 082 203 GADT RM 1
 CK4242  PID         -  CK4242
 CK4242  STATE/COUNTY-  GA/JENKINS
 CK4242  USGS QUAD   -  MILLEN (1978)
 CK4242
 CK4242                         *CURRENT SURVEY CONTROL
 CK4242  ___________________________________________________________________
 CK4242* NAD 83(1994)-  32 47 13.39403(N)    081 56 05.91504(W)     ADJUSTED  
 CK4242* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 CK4242  ___________________________________________________________________
 CK4242  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CK4242  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 CK4242
 CK4242  HORZ ORDER  -  SECOND
 CK4242
 CK4242.The horizontal coordinates were established by classical geodetic methods
 CK4242.and adjusted by the National Geodetic Survey in September 1997..
 CK4242
 CK4242.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4242
 CK4242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4242
 CK4242.The geoid height was determined by GEOID03.
 CK4242
 CK4242;                    North         East     Units Scale Factor Converg.
 CK4242;SPC GA E     -   309,011.236   221,701.918   MT  0.99990581   +0 07 31.7
 CK4242;SPC GA E     - 1,013,814.36    727,367.04   sFT  0.99990581   +0 07 31.7
 CK4242;UTM  17      - 3,628,066.981   412,447.572   MT  0.99969452   -0 30 22.8
 CK4242
 CK4242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4242!SPC GA E     -   0.99999499  x   0.99990581  =   0.99990080
 CK4242!UTM  17      -   0.99999499  x   0.99969452  =   0.99968951
 CK4242
 CK4242                          SUPERSEDED SURVEY CONTROL
 CK4242
 CK4242  NAD 83(1986)-  32 47 13.39677(N)    081 56 05.91064(W) AD(       ) 2
 CK4242  NAD 27      -  32 47 12.83529(N)    081 56 06.49550(W) AD(       ) 2
 CK4242  NGVD 29 (07/19/86)   62.     (m)          203.     (f) VERT ANG       
 CK4242
 CK4242.Superseded values are not recommended for survey control.
 CK4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4242.See file dsdata.txt to determine how the superseded data were derived.
 CK4242
 CK4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1244828067(NAD 83)
 CK4242_MARKER: DD = SURVEY DISK
 CK4242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4242+STABILITY: SURFACE MOTION
 CK4242
 CK4242  HISTORY     - Date     Condition        Report By
 CK4242  HISTORY     - 1979     MONUMENTED       GADT
 CK4242
 CK4242                          STATION DESCRIPTION
 CK4242
 CK4242'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4242'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH OF MILLEN, 4
 CK4242'MILES EAST-NORTHEAST OF EMMALANE, AND 6 MILES NORTH-NORTHWEST OF
 CK4242'SCARBORO ON STATE RIGHT OF WAY.
 CK4242'
 CK4242'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 17, 23, AND 21
 CK4242'IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 1 MILE TO THE JUNCTION OF
 CK4242'PAVED COUNTY ROAD 69 REVERSE FORKING TO THE RIGHT.  CONTINUE GOING
 CK4242'SOUTHEAST ALONG STATE ROUTE 17 FOR 0.25 MILE TO THE STATION ON THE
 CK4242'RIGHT.
 CK4242'
 CK4242'THE STATION IS LOCATED 46 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CK4242'HIGHWAY, 212.6 FEET WEST-NORTHWEST OF A POWER POLE IN FRONT OF A
 CK4242'RED BRICK HOUSE, 94 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION
 CK4242'OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE EAST LEADING
 CK4242'TO A CREAM COLORED BRICK HOUSE WITH GRAY ROOF, AND 208.6 FEET
 CK4242'SOUTH-SOUTHEAST OF A POWER POLE IN THE NORTH QUADRANT OF THE JUNCTION
 CK4242'OF THE HIGHWAY AND THE DRIVEWAY.  IT IS A STANDARD BRASS DISK
 CK4242'STAMPED---082-203 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CK4242'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CK4242'STEEL RODS EMBEDDED.
 CK4242'
 CK4242'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4242'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1689 ***********************************************************************
 CL1689  DESIGNATION -  BV 082 204 GADT
 CL1689  PID         -  CL1689
 CL1689  STATE/COUNTY-  GA/JENKINS
 CL1689  USGS QUAD   -  BIRDSVILLE (1974)
 CL1689
 CL1689                         *CURRENT SURVEY CONTROL
 CL1689  ___________________________________________________________________
 CL1689* NAD 83(1994)-  32 46 47.82005(N)    082 03 47.64773(W)     ADJUSTED  
 CL1689* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL1689  ___________________________________________________________________
 CL1689  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CL1689  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CL1689
 CL1689  HORZ ORDER  -  SECOND
 CL1689
 CL1689.The horizontal coordinates were established by classical geodetic methods
 CL1689.and adjusted by the National Geodetic Survey in September 1997..
 CL1689
 CL1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1689
 CL1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1689
 CL1689.The geoid height was determined by GEOID03.
 CL1689
 CL1689;                    North         East     Units Scale Factor Converg.
 CL1689;SPC GA E     -   308,204.463   209,688.933   MT  0.99990116   +0 03 21.6
 CL1689;SPC GA E     - 1,011,167.48    687,954.44   sFT  0.99990116   +0 03 21.6
 CL1689;UTM  17      - 3,627,392.843   400,428.768   MT  0.99972225   -0 34 32.5
 CL1689
 CL1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1689!SPC GA E     -   0.99999323  x   0.99990116  =   0.99989439
 CL1689!UTM  17      -   0.99999323  x   0.99972225  =   0.99971548
 CL1689
 CL1689|---------------------------------------------------------------------|
 CL1689| PID    Reference Object                     Distance      Geod. Az  |
 CL1689|                                                           dddmmss.s |
 CL1689| CL1688 BV 082 204 GADT AZ TPT                6.091 METERS 04523     |
 CL1689| CL1683 BV 082 204 GADT AZ MK               APPROX. 1.2 KM 0452410.7 |
 CL1689| CL1687 BV 082 204 GADT RM 1                  7.442 METERS 05554     |
 CL1689|---------------------------------------------------------------------|
 CL1689
 CL1689                          SUPERSEDED SURVEY CONTROL
 CL1689
 CL1689  NAD 83(1986)-  32 46 47.82291(N)    082 03 47.64314(W) AD(       ) 2
 CL1689  NAD 27      -  32 46 47.25884(N)    082 03 48.21478(W) AD(       ) 2
 CL1689  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CL1689
 CL1689.Superseded values are not recommended for survey control.
 CL1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1689.See file dsdata.txt to determine how the superseded data were derived.
 CL1689
 CL1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0042927393(NAD 83)
 CL1689_MARKER: DD = SURVEY DISK
 CL1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1689+STABILITY: SURFACE MOTION
 CL1689
 CL1689  HISTORY     - Date     Condition        Report By
 CL1689  HISTORY     - 1979     MONUMENTED       GADT
 CL1689
 CL1689                          STATION DESCRIPTION
 CL1689
 CL1689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1689'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES WEST-SOUTHWEST OF
 CL1689'MILLEN, 8-3/4 MILES NORTH OF GARFIELD, AND 9-1/2 MILES NORTHEAST OF
 CL1689'CANOOCHEE ON THE PROPERTY OF MR. BILLY L. LOUIS.
 CL1689'
 CL1689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1689'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1689'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 1 MILE TO THE JUNCTION OF PAVED
 CL1689'COUNTY ROAD 90733 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY
 CL1689'ROAD 90733 FOR 1.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 107
 CL1689'CROSSING.  CONTINUE GOING WEST ALONG COUNTY ROAD 90733 FOR 2.95 MILES
 CL1689'TO THE JUNCTION OF DIRT COUNTY ROAD 176 TO THE RIGHT AND THE AZIMUTH
 CL1689'MARK ON THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 90733 FOR
 CL1689'0.25 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 109 TO THE LEFT.  TURN
 CL1689'LEFT GOING SOUTH ON COUNTY ROAD 109 FOR 0.7 MILE TO THE JUNCTION OF A
 CL1689'DIRT DRIVEWAY ON THE SOUTH SIDE OF THE WHITE FRAME LOUIS RESIDENCE ON
 CL1689'THE RIGHT AND THE STATION ON THE RIGHT.
 CL1689'
 CL1689'THE STATION IS LOCATED 48 FEET WEST OF THE CENTERLINE OF THE ROAD, 8
 CL1689'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 29.5 FEET SOUTHWEST OF
 CL1689'AN 18 INCH PECAN TREE, AND 2.5 FEET SOUTH OF A WITNESS POST SET AT THE
 CL1689'SOUTHERN END POST OF A CONCRETE BLOCK WALL IN FRONT OF THE LOUIS
 CL1689'RESIDENCE.  IT IS A STANDARD BRASS DISK STAMPED---082-204 1979---, SET
 CL1689'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1689'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL1689'STATION IS A STANDARD DISK STAMPED---082-204 1979---, SET IN AN
 CL1689'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.83 METER BELOW THE SURFACE
 CL1689'OF THE GROUND.
 CL1689'
 CL1689'REFERENCE MARK 1 IS LOCATED 30 FEET WEST OF THE CENTERLINE OF THE
 CL1689'ROAD, 5.0 FEET SOUTH OF THE 18 INCH PECAN TREE, AND 28.0 FEET
 CL1689'SOUTHEAST OF THE NORTHEAST CORNER OF THE SOUTH GATE POST OF A WALKWAY
 CL1689'GAP IN THE CONCRETE BLOCK WALL.  IT IS A STANDARD DISK
 CL1689'STAMPED---082-204 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1689'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1689'STEEL RODS EMBEDDED.
 CL1689'
 CL1689'THE AZIMUTH MARK IS LOCATED 42 FEET SOUTH OF THE CENTERLINE OF COUNTY
 CL1689'ROAD 90733, 124.8 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE ON THE EAST
 CL1689'SIDE OF COUNTY ROAD 176, 196.5 FEET SOUTHEAST OF ANOTHER TELEPHONE
 CL1689'POLE ON THE NORTH SIDE OF COUNTY ROAD 90733 AND THE WEST SIDE OF
 CL1689'COUNTY ROAD 176, AND 2.8 FEET NORTH OF A WITNESS POST SET AT A
 CL1689'FENCELINE.  IT IS A STANDARD DISK STAMPED---082-204 1979 AZ MK---, SET
 CL1689'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1689'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1689'
 CL1689'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1689'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1683 ***********************************************************************
 CL1683  DESIGNATION -  BV 082 204 GADT AZ MK
 CL1683  PID         -  CL1683
 CL1683  STATE/COUNTY-  GA/JENKINS
 CL1683  USGS QUAD   -  BIRDSVILLE (1974)
 CL1683
 CL1683                         *CURRENT SURVEY CONTROL
 CL1683  ___________________________________________________________________
 CL1683* NAD 83(1994)-  32 47 15.20180(N)    082 03 14.77070(W)     ADJUSTED  
 CL1683* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 CL1683  ___________________________________________________________________
 CL1683  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL1683  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CL1683
 CL1683  HORZ ORDER  -  SECOND
 CL1683
 CL1683.The horizontal coordinates were established by classical geodetic methods
 CL1683.and adjusted by the National Geodetic Survey in September 1997..
 CL1683
 CL1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1683
 CL1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1683
 CL1683.The geoid height was determined by GEOID03.
 CL1683
 CL1683;                    North         East     Units Scale Factor Converg.
 CL1683;SPC GA E     -   309,048.767   210,543.525   MT  0.99990137   +0 03 39.4
 CL1683;SPC GA E     - 1,013,937.50    690,758.21   sFT  0.99990137   +0 03 39.4
 CL1683;UTM  17      - 3,628,227.522   401,292.462   MT  0.99972014   -0 34 15.1
 CL1683
 CL1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1683!SPC GA E     -   0.99999622  x   0.99990137  =   0.99989759
 CL1683!UTM  17      -   0.99999622  x   0.99972014  =   0.99971636
 CL1683
 CL1683                          SUPERSEDED SURVEY CONTROL
 CL1683
 CL1683  NAD 83(1986)-  32 47 15.20465(N)    082 03 14.76611(W) AD(       ) 2
 CL1683  NAD 27      -  32 47 14.64144(N)    082 03 15.33882(W) AD(       ) 2
 CL1683  NGVD 29 (07/19/86)   54.     (m)          177.     (f) VERT ANG       
 CL1683
 CL1683.Superseded values are not recommended for survey control.
 CL1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1683.See file dsdata.txt to determine how the superseded data were derived.
 CL1683
 CL1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0129228228(NAD 83)
 CL1683_MARKER: DD = SURVEY DISK
 CL1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1683+STABILITY: SURFACE MOTION
 CL1683
 CL1683  HISTORY     - Date     Condition        Report By
 CL1683  HISTORY     - 1979     MONUMENTED       GADT
 CL1683
 CL1683                          STATION DESCRIPTION
 CL1683
 CL1683'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1683'THE STATION IS LOCATED APPROXIMATELY 7 MILES WEST OF MILLEN, 9-1/4
 CL1683'MILES NORTH-NORTHEAST OF GARFIELD, AND 10-1/4 MILES NORTHEAST OF
 CL1683'CANOOCHEE ON COUNTY RIGHT OF WAY.
 CL1683'
 CL1683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1683'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1683'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 1 MILE TO THE JUNCTION OF PAVED
 CL1683'COUNTY ROAD 90733 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY
 CL1683'ROAD 90733 FOR 1.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 107
 CL1683'CROSSING.  CONTINUE GOING WEST ALONG COUNTY ROAD 90733 FOR 2.95 MILES
 CL1683'TO THE JUNCTION OF DIRT COUNTY ROAD 176 TO THE RIGHT AND THE STATION
 CL1683'ON THE LEFT.
 CL1683'
 CL1683'THE STATION IS LOCATED 42 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 CL1683'90733, 124.8 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE ON THE EAST SIDE
 CL1683'OF COUNTY ROAD 176, 196.5 FEET SOUTHEAST OF ANOTHER TELEPHONE POLE ON
 CL1683'THE NORTH SIDE OF COUNTY ROAD 90733 AND THE WEST SIDE OF COUNTY ROAD
 CL1683'176, AND 2.8 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL1683'STANDARD BRASS DISK STAMPED---082-204 1979 AZ MK---, SET IN THE TOP OF
 CL1683'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1683'GROUND WITH STEEL RODS EMBEDDED.
 CL1683'
 CL1683'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1683'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1687 ***********************************************************************
 CL1687  DESIGNATION -  BV 082 204 GADT RM 1
 CL1687  PID         -  CL1687
 CL1687  STATE/COUNTY-  GA/JENKINS
 CL1687  USGS QUAD   -  BIRDSVILLE (1974)
 CL1687
 CL1687                         *CURRENT SURVEY CONTROL
 CL1687  ___________________________________________________________________
 CL1687* NAD 83(1994)-  32 46 47.95551(N)    082 03 47.41093(W)     ADJUSTED  
 CL1687* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL1687  ___________________________________________________________________
 CL1687  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CL1687  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 CL1687
 CL1687  HORZ ORDER  -  SECOND
 CL1687
 CL1687.The horizontal coordinates were established by classical geodetic methods
 CL1687.and adjusted by the National Geodetic Survey in September 1997..
 CL1687
 CL1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1687
 CL1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1687
 CL1687.The geoid height was determined by GEOID03.
 CL1687
 CL1687;                    North         East     Units Scale Factor Converg.
 CL1687;SPC GA E     -   308,208.642   209,695.091   MT  0.99990116   +0 03 21.7
 CL1687;SPC GA E     - 1,011,181.19    687,974.64   sFT  0.99990116   +0 03 21.7
 CL1687;UTM  17      - 3,627,396.952   400,434.970   MT  0.99972223   -0 34 32.4
 CL1687
 CL1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1687!SPC GA E     -   0.99999339  x   0.99990116  =   0.99989455
 CL1687!UTM  17      -   0.99999339  x   0.99972223  =   0.99971562
 CL1687
 CL1687                          SUPERSEDED SURVEY CONTROL
 CL1687
 CL1687  NAD 83(1986)-  32 46 47.95837(N)    082 03 47.40635(W) AD(       ) 2
 CL1687  NAD 27      -  32 46 47.39430(N)    082 03 47.97799(W) AD(       ) 2
 CL1687  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 CL1687
 CL1687.Superseded values are not recommended for survey control.
 CL1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1687.See file dsdata.txt to determine how the superseded data were derived.
 CL1687
 CL1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0043527397(NAD 83)
 CL1687_MARKER: DD = SURVEY DISK
 CL1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1687+STABILITY: SURFACE MOTION
 CL1687
 CL1687  HISTORY     - Date     Condition        Report By
 CL1687  HISTORY     - 1979     MONUMENTED       GADT
 CL1687
 CL1687                          STATION DESCRIPTION
 CL1687
 CL1687'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1687'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES WEST-SOUTHWEST OF
 CL1687'MILLEN, 8-3/4 MILES NORTH OF GARFIELD, AND 9-1/2 MILES NORTHEAST OF
 CL1687'CANOOCHEE ON THE PROPERTY OF MR. BILLY L. LOUIS.
 CL1687'
 CL1687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1687'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1687'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 1 MILE TO THE JUNCTION OF PAVED
 CL1687'COUNTY ROAD 90733 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG COUNTY
 CL1687'ROAD 90733 FOR 1.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 107
 CL1687'CROSSING.  CONTINUE GOING WEST ALONG COUNTY ROAD 90733 FOR 2.95 MILES
 CL1687'TO THE JUNCTION OF DIRT COUNTY ROAD 176 TO THE RIGHT.  CONTINUE GOING
 CL1687'WEST ALONG COUNTY ROAD 90733 FOR 0.25 MILE TO THE JUNCTION OF DIRT
 CL1687'COUNTY ROAD 109 TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD
 CL1687'109 FOR 0.7 MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE SOUTH SIDE
 CL1687'OF THE WHITE FRAME LOUIS RESIDENCE ON THE RIGHT AND THE STATION ON THE
 CL1687'RIGHT.
 CL1687'
 CL1687'THE STATION IS LOCATED 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.0
 CL1687'FEET SOUTH OF AN 18 INCH PECAN TREE, AND 28.0 FEET SOUTHEAST OF THE
 CL1687'NORTHEAST CORNER OF THE SOUTH GATE POST OF A WALKWAY GAP IN A CONCRETE
 CL1687'BLOCKWALL IN FRONT OF THE LOUIS RESIDENCE.  IT IS A STANDARD BRASS
 CL1687'DISK STAMPED---082-204 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1687'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1687'STEEL RODS EMBEDDED.
 CL1687'
 CL1687'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1687'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1684 ***********************************************************************
 CL1684  DESIGNATION -  BV 082 205 GADT
 CL1684  PID         -  CL1684
 CL1684  STATE/COUNTY-  GA/JENKINS
 CL1684  USGS QUAD   -  BIRDSVILLE (1974)
 CL1684
 CL1684                         *CURRENT SURVEY CONTROL
 CL1684  ___________________________________________________________________
 CL1684* NAD 83(1994)-  32 51 34.18475(N)    082 00 02.46446(W)     ADJUSTED  
 CL1684* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL1684  ___________________________________________________________________
 CL1684  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CL1684  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CL1684
 CL1684  HORZ ORDER  -  SECOND
 CL1684
 CL1684.The horizontal coordinates were established by classical geodetic methods
 CL1684.and adjusted by the National Geodetic Survey in September 1997..
 CL1684
 CL1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1684
 CL1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1684
 CL1684.The geoid height was determined by GEOID03.
 CL1684
 CL1684;                    North         East     Units Scale Factor Converg.
 CL1684;SPC GA E     -   317,032.778   215,534.555   MT  0.99990297   +0 05 24.2
 CL1684;SPC GA E     - 1,040,131.71    707,132.95   sFT  0.99990297   +0 05 24.2
 CL1684;UTM  17      - 3,636,154.465   406,370.359   MT  0.99970809   -0 32 34.8
 CL1684
 CL1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1684!SPC GA E     -   0.99999327  x   0.99990297  =   0.99989624
 CL1684!UTM  17      -   0.99999327  x   0.99970809  =   0.99970136
 CL1684
 CL1684:                Primary Azimuth Mark                     Grid Az
 CL1684:SPC GA E     -  BV 082 205 GADT AZ MK                    186 46 34.9
 CL1684:UTM  17      -  BV 082 205 GADT AZ MK                    187 24 33.9
 CL1684
 CL1684|---------------------------------------------------------------------|
 CL1684| PID    Reference Object                     Distance      Geod. Az  |
 CL1684|                                                           dddmmss.s |
 CL1684| CL1682 BV 082 205 GADT AZ MK               APPROX. 1.3 KM 1865159.1 |
 CL1684| CL1685 BV 082 205 GADT AZ TPT                5.332 METERS 18657     |
 CL1684| CL1686 BV 082 205 GADT RM 1                  8.075 METERS 30336     |
 CL1684|---------------------------------------------------------------------|
 CL1684
 CL1684                          SUPERSEDED SURVEY CONTROL
 CL1684
 CL1684  NAD 83(1986)-  32 51 34.18743(N)    082 00 02.45986(W) AD(       ) 2
 CL1684  NAD 27      -  32 51 33.63182(N)    082 00 03.03954(W) AD(       ) 2
 CL1684  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CL1684
 CL1684.Superseded values are not recommended for survey control.
 CL1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1684.See file dsdata.txt to determine how the superseded data were derived.
 CL1684
 CL1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0637036154(NAD 83)
 CL1684_MARKER: DD = SURVEY DISK
 CL1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1684+STABILITY: SURFACE MOTION
 CL1684
 CL1684  HISTORY     - Date     Condition        Report By
 CL1684  HISTORY     - 1979     MONUMENTED       GADT
 CL1684
 CL1684                          STATION DESCRIPTION
 CL1684
 CL1684'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1684'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHWEST OF PERKINS,
 CL1684'5-1/2 MILES NORTHWEST OF MILLEN, AND 13-3/4 MILES EAST-NORTHEAST OF
 CL1684'MIDVILLE ON THE PROPERTY OF MRS. HOKE REEVES, ROUTE 2, BOX 243,
 CL1684'MILLEN 30442.
 CL1684'
 CL1684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1684'121 AND STATE ROUTE 21) AND STATE ROUTE 17 (STATE ROUTE 21) IN MILLEN,
 CL1684'GO WEST ALONG STATE ROUTE 17 FOR 0.9 MILE TO THE JUNCTION OF PAVED
 CL1684'COUNTY ROAD 79 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG
 CL1684'COUNTY ROAD 79 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 77 TO
 CL1684'THE RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 79 FOR 2.1
 CL1684'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 78 FORKING TO THE RIGHT, AND
 CL1684'THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT GOING NORTH ALONG COUNTY
 CL1684'ROAD 78 FOR 0.8 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY
 CL1684'ROAD 77 CROSSING AND THE STATION IN THE FRONT YARD OF THE REEVES
 CL1684'RESIDENCE.
 CL1684'
 CL1684'THE STATION IS LOCATED 78.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1684'COUNTY ROAD 77, 40.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CL1684'CONCRETE BLOCK PUMP HOUSE, 76.9 FEET SOUTH-SOUTHWEST OF A 30 INCH
 CL1684'MAGNOLIA TREE AT THE SOUTHERN CORNER OF A FENCE AROUND THE REEVES
 CL1684'RESIDENCE, AND 107.8 FEET SOUTHEAST OF A 24 INCH PECAN TREE.  IT IS A
 CL1684'STANDARD BRASS DISK STAMPED---082-205 1979---, SET IN THE TOP OF A 10
 CL1684'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL1684'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD
 CL1684'DISK STAMPED---082-205 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1684'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL1684'
 CL1684'REFERENCE MARK 1 IS LOCATED 87 FEET NORTH-NORTHEAST OF THE CENTERLINE
 CL1684'OF COUNTY ROAD 77, 29.6 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 CL1684'OF THE PUMP HOUSE, AND 56.3 FEET EAST-SOUTHEAST OF A 30 INCH FORKED
 CL1684'PECAN TREE.  IT IS A STANDARD DISK STAMPED---082-205 1979 RM 1---, SET
 CL1684'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL1684'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1684'
 CL1684'THE AZIMUTH MARK IS LOCATED 44 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL1684'OF COUNTY ROADS 79 AND 78, 195.5 FEET SOUTH OF AN UNDERGROUND
 CL1684'TELEPHONE CABLE PEDESTAL IN THE NORTH QUADRANT OF THE JUNCTION, AND
 CL1684'2.3 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1684'STAMPED---082-205 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1684'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1684'STEEL RODS EMBEDDED.
 CL1684'
 CL1684'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1684'OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG
 CL1684'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1682 ***********************************************************************
 CL1682  DESIGNATION -  BV 082 205 GADT AZ MK
 CL1682  PID         -  CL1682
 CL1682  STATE/COUNTY-  GA/JENKINS
 CL1682  USGS QUAD   -  BIRDSVILLE (1974)
 CL1682
 CL1682                         *CURRENT SURVEY CONTROL
 CL1682  ___________________________________________________________________
 CL1682* NAD 83(1994)-  32 50 51.43863(N)    082 00 08.56249(W)     ADJUSTED  
 CL1682* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL1682  ___________________________________________________________________
 CL1682  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CL1682  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CL1682
 CL1682  HORZ ORDER  -  SECOND
 CL1682
 CL1682.The horizontal coordinates were established by classical geodetic methods
 CL1682.and adjusted by the National Geodetic Survey in September 1997..
 CL1682
 CL1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1682
 CL1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1682
 CL1682.The geoid height was determined by GEOID03.
 CL1682
 CL1682;                    North         East     Units Scale Factor Converg.
 CL1682;SPC GA E     -   315,715.820   215,378.068   MT  0.99990291   +0 05 20.8
 CL1682;SPC GA E     - 1,035,810.99    706,619.54   sFT  0.99990291   +0 05 20.8
 CL1682;UTM  17      - 3,634,839.572   406,199.367   MT  0.99970849   -0 32 37.5
 CL1682
 CL1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1682!SPC GA E     -   0.99999452  x   0.99990291  =   0.99989743
 CL1682!UTM  17      -   0.99999452  x   0.99970849  =   0.99970301
 CL1682
 CL1682                          SUPERSEDED SURVEY CONTROL
 CL1682
 CL1682  NAD 83(1986)-  32 50 51.44134(N)    082 00 08.55790(W) AD(       ) 2
 CL1682  NAD 27      -  32 50 50.88459(N)    082 00 09.13716(W) AD(       ) 2
 CL1682  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 CL1682
 CL1682.Superseded values are not recommended for survey control.
 CL1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1682.See file dsdata.txt to determine how the superseded data were derived.
 CL1682
 CL1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0619934840(NAD 83)
 CL1682_MARKER: DD = SURVEY DISK
 CL1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1682+STABILITY: SURFACE MOTION
 CL1682
 CL1682  HISTORY     - Date     Condition        Report By
 CL1682  HISTORY     - 1979     MONUMENTED       GADT
 CL1682
 CL1682                          STATION DESCRIPTION
 CL1682
 CL1682'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1682'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTHWEST OF MILLEN,
 CL1682'5-1/4 MILES SOUTH-SOUTHWEST OF PERKINS, AND 13-1/2 MILES EAST OF
 CL1682'MIDVILLE ON COUNTY RIGHT OF WAY.
 CL1682'
 CL1682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE
 CL1682'ROUTE 121, STATE ROUTE 21) AND STATE ROUTE 17 (STATE ROUTE 21) IN
 CL1682'MILLEN, GO WEST ALONG STATE ROUTE 17 FOR 0.9 MILE TO THE JUNCTION OF
 CL1682'PAVED COUNTY ROAD 79 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST
 CL1682'ALONG COUNTY ROAD 79 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1682'77 TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 79 FOR
 CL1682'2.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 78 FORKING TO THE RIGHT,
 CL1682'AND THE STATION ON THE LEFT.
 CL1682'
 CL1682'THE STATION IS LOCATED 44 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CL1682'COUNTY ROAD 79, 69.5 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 CL1682'CENTERLINES OF COUNTY ROADS 79 AND 78, 195.5 FEET SOUTH OF AN
 CL1682'UNDERGROUND TELEPHONE CABLE PEDESTAL IN THE NORTH QUADRANT OF THE
 CL1682'JUNCTION, AND 2.3 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A
 CL1682'STANDARD BRASS DISK STAMPED---082-205 1979 AZ MK---, SET IN THE TOP OF
 CL1682'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1682'GROUND WITH STEEL RODS EMBEDDED.
 CL1682'
 CL1682'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1682'OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG
 CL1682'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1686 ***********************************************************************
 CL1686  DESIGNATION -  BV 082 205 GADT RM 1
 CL1686  PID         -  CL1686
 CL1686  STATE/COUNTY-  GA/JENKINS
 CL1686  USGS QUAD   -  BIRDSVILLE (1974)
 CL1686
 CL1686                         *CURRENT SURVEY CONTROL
 CL1686  ___________________________________________________________________
 CL1686* NAD 83(1994)-  32 51 34.32982(N)    082 00 02.72315(W)     ADJUSTED  
 CL1686* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL1686  ___________________________________________________________________
 CL1686  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CL1686  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CL1686
 CL1686  HORZ ORDER  -  SECOND
 CL1686
 CL1686.The horizontal coordinates were established by classical geodetic methods
 CL1686.and adjusted by the National Geodetic Survey in September 1997..
 CL1686
 CL1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1686
 CL1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1686
 CL1686.The geoid height was determined by GEOID03.
 CL1686
 CL1686;                    North         East     Units Scale Factor Converg.
 CL1686;SPC GA E     -   317,037.236   215,527.822   MT  0.99990297   +0 05 24.1
 CL1686;SPC GA E     - 1,040,146.33    707,110.86   sFT  0.99990297   +0 05 24.1
 CL1686;UTM  17      - 3,636,158.996   406,363.678   MT  0.99970811   -0 32 34.9
 CL1686
 CL1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1686!SPC GA E     -   0.99999327  x   0.99990297  =   0.99989624
 CL1686!UTM  17      -   0.99999327  x   0.99970811  =   0.99970138
 CL1686
 CL1686                          SUPERSEDED SURVEY CONTROL
 CL1686
 CL1686  NAD 83(1986)-  32 51 34.33251(N)    082 00 02.71855(W) AD(       ) 2
 CL1686  NAD 27      -  32 51 33.77691(N)    082 00 03.29823(W) AD(       ) 2
 CL1686  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CL1686
 CL1686.Superseded values are not recommended for survey control.
 CL1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1686.See file dsdata.txt to determine how the superseded data were derived.
 CL1686
 CL1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0636436159(NAD 83)
 CL1686_MARKER: DD = SURVEY DISK
 CL1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1686+STABILITY: SURFACE MOTION
 CL1686
 CL1686  HISTORY     - Date     Condition        Report By
 CL1686  HISTORY     - 1979     MONUMENTED       GADT
 CL1686
 CL1686                          STATION DESCRIPTION
 CL1686
 CL1686'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1686'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHWEST OF PERKINS,
 CL1686'5-1/2 MILES NORTHWEST OF MILLEN, AND 13-3/4 MILES EAST-NORTHEAST OF
 CL1686'MIDVILLE ON THE PROPERTY OF MRS. HOKE REEVES, ROUTE 2, BOX 243, MILLEN
 CL1686'30442.
 CL1686'
 CL1686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE
 CL1686'ROUTE 121, STATE ROUTE 21) AND STATE ROUTE 17 (STATE ROUTE 21) IN
 CL1686'MILLEN, GO WEST ALONG STATE ROUTE 17 FOR 0.9 MILE TO THE JUNCTION OF
 CL1686'PAVED COUNTY ROAD 79 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST
 CL1686'ALONG COUNTY ROAD 79 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1686'77 TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 79 FOR
 CL1686'2.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 78 FORKING TO THE RIGHT.
 CL1686'TURN RIGHT GOING NORTH ALONG COUNTY ROAD 78 FOR 0.8 MILE TO ITS
 CL1686'TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD 77 CROSSING AND THE
 CL1686'STATION IN THE FRONT YARD OF THE REEVES RESIDENCE.
 CL1686'
 CL1686'THE STATION IS LOCATED 87 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL1686'COUNTY ROAD 77, 29.6 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A
 CL1686'PUMP HOUSE, AND 56.3 FEET EAST-SOUTHEAST OF A 30 INCH FORKED PECAN
 CL1686'TREE.  IT IS A STANDARD BRASS DISK STAMPED---082-205 1979 RM 1---, SET
 CL1686'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL1686'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1686'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1686'OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG
 CL1686'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1747 ***********************************************************************
 CL1747  DESIGNATION -  BV 082 206 GADT
 CL1747  PID         -  CL1747
 CL1747  STATE/COUNTY-  GA/JENKINS
 CL1747  USGS QUAD   -  GARFIELD (1971)
 CL1747
 CL1747                         *CURRENT SURVEY CONTROL
 CL1747  ___________________________________________________________________
 CL1747* NAD 83(1994)-  32 44 04.36167(N)    082 04 41.83983(W)     ADJUSTED  
 CL1747* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL1747  ___________________________________________________________________
 CL1747  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CL1747  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CL1747
 CL1747  HORZ ORDER  -  SECOND
 CL1747
 CL1747.The horizontal coordinates were established by classical geodetic methods
 CL1747.and adjusted by the National Geodetic Survey in September 1997..
 CL1747
 CL1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1747
 CL1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1747
 CL1747.The geoid height was determined by GEOID03.
 CL1747
 CL1747;                    North         East     Units Scale Factor Converg.
 CL1747;SPC GA E     -   303,168.253   208,283.009   MT  0.99990085   +0 02 52.0
 CL1747;SPC GA E     -   994,644.51    683,341.84   sFT  0.99990085   +0 02 52.0
 CL1747;UTM  17      - 3,622,373.318   398,967.697   MT  0.99972586   -0 34 59.3
 CL1747
 CL1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1747!SPC GA E     -   0.99999086  x   0.99990085  =   0.99989171
 CL1747!UTM  17      -   0.99999086  x   0.99972586  =   0.99971672
 CL1747
 CL1747:                Primary Azimuth Mark                     Grid Az
 CL1747:SPC GA E     -  BV 082 206 GADT AZ MK                    084 22 14.8
 CL1747:UTM  17      -  BV 082 206 GADT AZ MK                    085 00 06.1
 CL1747
 CL1747|---------------------------------------------------------------------|
 CL1747| PID    Reference Object                     Distance      Geod. Az  |
 CL1747|                                                           dddmmss.s |
 CL1747| CL1730 BV 082 206 GADT AZ MK               APPROX. 0.8 KM 0842506.8 |
 CL1747| CL1733 BV 082 206 GADT RM 1                  8.191 METERS 08452     |
 CL1747| CL1748 135 FAR                               8.186 METERS 35325     |
 CL1747|---------------------------------------------------------------------|
 CL1747
 CL1747                          SUPERSEDED SURVEY CONTROL
 CL1747
 CL1747  NAD 83(1986)-  32 44 04.36466(N)    082 04 41.83500(W) AD(       ) 2
 CL1747  NAD 27      -  32 44 03.79547(N)    082 04 42.40470(W) AD(       ) 2
 CL1747  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CL1747
 CL1747.Superseded values are not recommended for survey control.
 CL1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1747.See file dsdata.txt to determine how the superseded data were derived.
 CL1747
 CL1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9896822373(NAD 83)
 CL1747_MARKER: DD = SURVEY DISK
 CL1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1747+STABILITY: SURFACE MOTION
 CL1747
 CL1747  HISTORY     - Date     Condition        Report By
 CL1747  HISTORY     - 1979     MONUMENTED       GADT
 CL1747
 CL1747                          STATION DESCRIPTION
 CL1747
 CL1747'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1747'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES NORTH OF GARFIELD,
 CL1747'6-3/4 MILES NORTHEAST OF CANOOCHEE, AND 9-1/2 MILES WEST-SOUTHWEST OF
 CL1747'MILLEN ON COUNTY RIGHT OF WAY.
 CL1747'
 CL1747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1747'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1747'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 3.95 MILES TO THE JUNCTION OF
 CL1747'PAVED COUNTY ROAD 119 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG
 CL1747'COUNTY ROAD 119 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CL1747'CONTINUE GOING WEST ALONG COUNTY ROAD 119 FOR 0.55 MILE TO THE
 CL1747'JUNCTION OF DIRT COUNTY ROAD 112 CROSSING AND THE STATION ON THE
 CL1747'RIGHT.
 CL1747'
 CL1747'THE STATION IS LOCATED 36.5 FEET NORTH OF THE CENTERLINE OF COUNTY
 CL1747'ROAD 119, 28.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 112, 10.0
 CL1747'FEET SOUTH OF A SOUTHWESTERN CORNER FENCE POST AND BARBED WIRE GAP
 CL1747'LATCH POST, 51.0 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 CL1747'ON THE WEST SIDE OF COUNTY ROAD 112, 163.0 FEET WEST-SOUTHWEST OF A
 CL1747'POWER POLE, AND 3.0 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 CL1747'BRASS DISK STAMPED---082-206 1979---, SET IN THE TOP OF A 10 INCH
 CL1747'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1747'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1747'STAMPED---082-206 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1747'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1747'
 CL1747'REFERENCE MARK 1 IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF COUNTY
 CL1747'ROAD 119, 28.2 FEET EAST-SOUTHEAST OF THE GATE POST AND CORNER POST,
 CL1747'137.0 FEET WEST-SOUTHWEST OF THE POWER POLE, AND 3.2 FEET SOUTH OF A
 CL1747'WITNESS POST.  IT IS A STANDARD DISK STAMPED---082-206 1979 RM 1---,
 CL1747'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1747'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1747'
 CL1747'BENCH MARK 135 FAR USGS IS LOCATED 64 FEET NORTH OF THE CENTERLINE OF
 CL1747'COUNTY ROAD 119, 25 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 112, 17
 CL1747'FEET NORTH OF THE GATE POST AND CORNER POST, 56 FEET NORTHEAST OF THE
 CL1747'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST SIDE OF COUNTY ROAD
 CL1747'112, AND 2.5 FEET WEST OF A 10 INCH CREOSOTED FENCE POST WITH WITNESS
 CL1747'SIGN ATTACHED.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY ALUMINUM DISK
 CL1747'STAMPED---135 FAR 1970---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1747'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CL1747'
 CL1747'THE AZIMUTH MARK IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF THE
 CL1747'ROAD, 4.8 FEET WEST-SOUTHWEST OF A POWER POLE, 54.5 FEET
 CL1747'EAST-NORTHEAST
 CL1747'OF A 6 INCH PINE TREE, AND 3.0 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL1747'STANDARD DISK STAMPED---082-206 1979 AZ MK---, SET IN THE TOP OF A 10
 CL1747'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1747'WITH STEEL RODS EMBEDDED.
 CL1747'
 CL1747'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1747'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1730 ***********************************************************************
 CL1730  DESIGNATION -  BV 082 206 GADT AZ MK
 CL1730  PID         -  CL1730
 CL1730  STATE/COUNTY-  GA/JENKINS
 CL1730  USGS QUAD   -  GARFIELD (1971)
 CL1730
 CL1730                         *CURRENT SURVEY CONTROL
 CL1730  ___________________________________________________________________
 CL1730* NAD 83(1994)-  32 44 07.04142(N)    082 04 09.38139(W)     ADJUSTED  
 CL1730* NAVD 88     -        83.     (meters)     272.     (feet)  VERTCON   
 CL1730  ___________________________________________________________________
 CL1730  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CL1730  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1730
 CL1730  HORZ ORDER  -  SECOND
 CL1730
 CL1730.The horizontal coordinates were established by classical geodetic methods
 CL1730.and adjusted by the National Geodetic Survey in September 1997..
 CL1730
 CL1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1730
 CL1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1730
 CL1730.The geoid height was determined by GEOID03.
 CL1730
 CL1730;                    North         East     Units Scale Factor Converg.
 CL1730;SPC GA E     -   303,251.537   209,127.959   MT  0.99990103   +0 03 09.6
 CL1730;SPC GA E     -   994,917.75    686,113.98   sFT  0.99990103   +0 03 09.6
 CL1730;UTM  17      - 3,622,447.279   399,813.365   MT  0.99972377   -0 34 41.8
 CL1730
 CL1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1730!SPC GA E     -   0.99999165  x   0.99990103  =   0.99989268
 CL1730!UTM  17      -   0.99999165  x   0.99972377  =   0.99971542
 CL1730
 CL1730                          SUPERSEDED SURVEY CONTROL
 CL1730
 CL1730  NAD 83(1986)-  32 44 07.04436(N)    082 04 09.37657(W) AD(       ) 2
 CL1730  NAD 27      -  32 44 06.47540(N)    082 04 09.94720(W) AD(       ) 2
 CL1730  NGVD 29 (07/19/86)   83.     (m)          272.     (f) VERT ANG       
 CL1730
 CL1730.Superseded values are not recommended for survey control.
 CL1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1730.See file dsdata.txt to determine how the superseded data were derived.
 CL1730
 CL1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9981322447(NAD 83)
 CL1730_MARKER: DD = SURVEY DISK
 CL1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1730+STABILITY: SURFACE MOTION
 CL1730
 CL1730  HISTORY     - Date     Condition        Report By
 CL1730  HISTORY     - 1979     MONUMENTED       GADT
 CL1730
 CL1730                          STATION DESCRIPTION
 CL1730
 CL1730'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1730'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES NORTH OF GARFIELD,
 CL1730'7-1/4 MILES NORTHEAST OF CANOOCHEE, AND 9 MILES WEST-SOUTHWEST OF
 CL1730'MILLEN ON COUNTY RIGHT OF WAY.
 CL1730'
 CL1730'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1730'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1730'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 3.95 MILES TO THE JUNCTION OF
 CL1730'PAVED COUNTY ROAD 119 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG
 CL1730'COUNTY ROAD 119 FOR 2.9 MILES TO THE STATION ON THE LEFT.
 CL1730'
 CL1730'THE STATION IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CL1730'4.8 FEET WEST-SOUTHWEST OF A POWER POLE, 54.5 FEET EAST-NORTHEAST OF A
 CL1730'6 INCH PINE TREE, AND 3.0 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL1730'STANDARD BRASS DISK STAMPED---082-206 1979 AZ MK---, SET IN THE TOP OF
 CL1730'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1730'GROUND WITH STEEL RODS EMBEDDED.
 CL1730'
 CL1730'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1730'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1733 ***********************************************************************
 CL1733  DESIGNATION -  BV 082 206 GADT RM 1
 CL1733  PID         -  CL1733
 CL1733  STATE/COUNTY-  GA/JENKINS
 CL1733  USGS QUAD   -  GARFIELD (1971)
 CL1733
 CL1733                         *CURRENT SURVEY CONTROL
 CL1733  ___________________________________________________________________
 CL1733* NAD 83(1994)-  32 44 04.38546(N)    082 04 41.52650(W)     ADJUSTED  
 CL1733* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL1733  ___________________________________________________________________
 CL1733  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CL1733  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CL1733
 CL1733  HORZ ORDER  -  SECOND
 CL1733
 CL1733.The horizontal coordinates were established by classical geodetic methods
 CL1733.and adjusted by the National Geodetic Survey in September 1997..
 CL1733
 CL1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1733
 CL1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1733
 CL1733.The geoid height was determined by GEOID03.
 CL1733
 CL1733;                    North         East     Units Scale Factor Converg.
 CL1733;SPC GA E     -   303,168.993   208,291.165   MT  0.99990085   +0 02 52.2
 CL1733;SPC GA E     -   994,646.94    683,368.60   sFT  0.99990085   +0 02 52.2
 CL1733;UTM  17      - 3,622,373.967   398,975.860   MT  0.99972584   -0 34 59.1
 CL1733
 CL1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1733!SPC GA E     -   0.99999101  x   0.99990085  =   0.99989187
 CL1733!UTM  17      -   0.99999101  x   0.99972584  =   0.99971686
 CL1733
 CL1733                          SUPERSEDED SURVEY CONTROL
 CL1733
 CL1733  NAD 83(1986)-  32 44 04.38845(N)    082 04 41.52167(W) AD(       ) 2
 CL1733  NAD 27      -  32 44 03.81926(N)    082 04 42.09138(W) AD(       ) 2
 CL1733  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL1733
 CL1733.Superseded values are not recommended for survey control.
 CL1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1733.See file dsdata.txt to determine how the superseded data were derived.
 CL1733
 CL1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9897622374(NAD 83)
 CL1733_MARKER: DD = SURVEY DISK
 CL1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1733+STABILITY: SURFACE MOTION
 CL1733
 CL1733  HISTORY     - Date     Condition        Report By
 CL1733  HISTORY     - 1979     MONUMENTED       GADT
 CL1733
 CL1733                          STATION DESCRIPTION
 CL1733
 CL1733'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1733'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES NORTH OF GARFIELD,
 CL1733'6-3/4 MILES NORTHEAST OF CANOOCHEE, AND 9-1/2 MILES WEST-SOUTHWEST OF
 CL1733'MILLEN ON COUNTY RIGHT OF WAY.
 CL1733'
 CL1733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1733'121) AND STATE ROUTE 23 APPROXIMATELY 3-1/2 MILES SOUTHWEST OF MILLEN,
 CL1733'GO SOUTHWEST ALONG STATE ROUTE 23 FOR 3.95 MILES TO THE JUNCTION OF
 CL1733'PAVED COUNTY ROAD 119 TO THE RIGHT.  TURN RIGHT GOING WEST ALONG
 CL1733'COUNTY ROAD 119 FOR 3.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 112
 CL1733'CROSSING AND THE STATION ON THE RIGHT.
 CL1733'
 CL1733'THE STATION IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 CL1733'119, 28.2 FEET EAST-SOUTHEAST OF A BARBED WIRE GAP LATCH POST AND
 CL1733'SOUTHWESTERN CORNER POST OF A FENCE, 137 FEET WEST-SOUTHWEST OF A
 CL1733'POWER POLE, AND 3.2 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 CL1733'BRASS DISK STAMPED---082-206 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1733'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1733'STEEL RODS EMBEDDED.
 CL1733'
 CL1733'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1733'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1729 ***********************************************************************
 CL1729  CBN         -  This is a Cooperative Base Network Control Station.
 CL1729  DESIGNATION -  BV 082 207 AZ MK
 CL1729  PID         -  CL1729
 CL1729  STATE/COUNTY-  GA/JENKINS
 CL1729  USGS QUAD   -  GARFIELD (1971)
 CL1729
 CL1729                         *CURRENT SURVEY CONTROL
 CL1729  ___________________________________________________________________
 CL1729* NAD 83(1994)-  32 42 20.67274(N)    082 02 58.02107(W)     ADJUSTED  
 CL1729* NAVD 88     -        74.2    (meters)     243.     (feet)  GPS OBS   
 CL1729  ___________________________________________________________________
 CL1729  X           -     743,076.153 (meters)                     COMP
 CL1729  Y           -  -5,320,576.909 (meters)                     COMP
 CL1729  Z           -   3,426,568.344 (meters)                     COMP
 CL1729  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 CL1729  ELLIP HEIGHT-          44.70  (meters)          (03/09/95) GPS OBS
 CL1729  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 CL1729
 CL1729  HORZ ORDER  -  B
 CL1729  ELLP ORDER  -  FIRST     CLASS I
 CL1729
 CL1729.The horizontal coordinates were established by GPS observations
 CL1729.and adjusted by the National Geodetic Survey in March 1995..
 CL1729
 CL1729.The orthometric height was determined by GPS observations and a
 CL1729.high-resolution geoid model.
 CL1729
 CL1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL1729
 CL1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1729
 CL1729.The ellipsoidal height was determined by GPS observations
 CL1729.and is referenced to NAD 83.
 CL1729
 CL1729.The geoid height was determined by GEOID03.
 CL1729
 CL1729;                    North         East     Units Scale Factor Converg.
 CL1729;SPC GA E     -   299,977.012   210,989.368   MT  0.99990149   +0 03 48.0
 CL1729;SPC GA E     -   984,174.58    692,220.95   sFT  0.99990149   +0 03 48.0
 CL1729;UTM  17      - 3,619,153.056   401,638.290   MT  0.99971930   -0 34 01.5
 CL1729
 CL1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1729!SPC GA E     -   0.99999298  x   0.99990149  =   0.99989447
 CL1729!UTM  17      -   0.99999298  x   0.99971930  =   0.99971228
 CL1729
 CL1729                          SUPERSEDED SURVEY CONTROL
 CL1729
 CL1729  NAD 83(1986)-  32 42 20.67562(N)    082 02 58.01576(W) AD(       ) 2
 CL1729  NAD 27      -  32 42 20.10417(N)    082 02 58.58773(W) AD(       ) 2
 CL1729  NGVD 29 (07/19/86)   74.     (m)          243.     (f) VERT ANG       
 CL1729
 CL1729.Superseded values are not recommended for survey control.
 CL1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1729.See file dsdata.txt to determine how the superseded data were derived.
 CL1729
 CL1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0163819153(NAD 83)
 CL1729_MARKER: DD = SURVEY DISK
 CL1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1729_STAMPING: BV 082 207 1979 AZ MK
 CL1729_MARK LOGO: GADT  
 CL1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1729+STABILITY: SURFACE MOTION
 CL1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL1729+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1994
 CL1729
 CL1729  HISTORY     - Date     Condition        Report By
 CL1729  HISTORY     - 1979     MONUMENTED       GADT
 CL1729  HISTORY     - 19940505 GOOD             GADT
 CL1729
 CL1729                          STATION DESCRIPTION
 CL1729
 CL1729'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1729'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTHEAST OF
 CL1729'GARFIELD, 9-1/4 MILES SOUTHWEST OF MILLEN, AND 7-1/2 MILES
 CL1729'EAST-NORTHEAST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1729'
 CL1729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1729'26) AND STATE ROUTE 23 IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1729'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED EMANUEL COUNTY ROAD
 CL1729'91115 CROSSING IN GARFIELD.  CONTINUE GOING NORTH ALONG STATE ROUTE
 CL1729'23 FOR 3.25 MILES TO THE JUNCTION OF DIRT JENKINS COUNTY ROAD 112 TO
 CL1729'THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 1.95 MILES TO
 CL1729'THE STATION ON THE LEFT.
 CL1729'
 CL1729'THE STATION IS LOCATED 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 CL1729'HIGHWAY, 218.0 FEET SOUTHWEST OF THE SOUTHWEST END OF AN 18 INCH
 CL1729'CORRUGATED METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTHWEST,
 CL1729'142.0 FEET NORTH OF A POWER POLE ON THE SOUTHEAST SIDE OF THE
 CL1729'HIGHWAY, AND 2.9 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 CL1729'STANDARD BRASS DISK STAMPED---082-207 1979 AZ MK---, SET IN THE TOP
 CL1729'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1729'GROUND WITH STEEL RODS EMBEDDED.
 CL1729'
 CL1729'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1729'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976 AND
 CL1729'JENKINS COUNTY 1975 REVISED AUG 1976.
 CL1729
 CL1729                          STATION RECOVERY (1994)
 CL1729
 CL1729'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 CL1729'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHWEST OF MILLEN, 5.0
 CL1729'MI (8.0 KM) NORTH FROM A CAUTION LIGHT IN GARFIELD, 100.0 FT (30.5 M)
 CL1729'NORTH-NORTHEAST OF MILEPOST 3.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO
 CL1729'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 25 AND STATE
 CL1729'HIGHWAY 17, 23 AND 121 IN MILLEN, GO SOUTH ON U.S. HIGHWAY 25 AND
 CL1729'STATE HIGHWAY 23 FOR 3.1 MI (5.0 KM) TO A Y-JUNCTION (WHERE STATE
 CL1729'HIGHWAY 23 TURNS OFF TO RIGHT), TURN RIGHT AND GO 6.0 MI (9.7 KM) TO
 CL1729'THE STATION ON THE RIGHT. LOCATED 12.8 M (42.0 FT) NORTHWEST OF THE
 CL1729'CENTERLINE OF HIGHWAY, 4.3 M (14.1 FT) NORTHWEST FROM THE CENTER OF A
 CL1729'DITCH AND 3.0 FT (0.9 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1744 ***********************************************************************
 CL1744  DESIGNATION -  BV 082 207 GADT
 CL1744  PID         -  CL1744
 CL1744  STATE/COUNTY-  GA/JENKINS
 CL1744  USGS QUAD   -  GARFIELD (1971)
 CL1744
 CL1744                         *CURRENT SURVEY CONTROL
 CL1744  ___________________________________________________________________
 CL1744* NAD 83(1994)-  32 42 29.46093(N)    082 02 28.65558(W)     ADJUSTED  
 CL1744* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL1744  ___________________________________________________________________
 CL1744  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL1744  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1744
 CL1744  HORZ ORDER  -  SECOND
 CL1744
 CL1744.The horizontal coordinates were established by classical geodetic methods
 CL1744.and adjusted by the National Geodetic Survey in September 1997..
 CL1744
 CL1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1744
 CL1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1744
 CL1744.The geoid height was determined by GEOID03.
 CL1744
 CL1744;                    North         East     Units Scale Factor Converg.
 CL1744;SPC GA E     -   300,248.583   211,753.798   MT  0.99990170   +0 04 03.9
 CL1744;SPC GA E     -   985,065.56    694,728.92   sFT  0.99990170   +0 04 03.9
 CL1744;UTM  17      - 3,619,416.151   402,405.521   MT  0.99971744   -0 33 45.8
 CL1744
 CL1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1744!SPC GA E     -   0.99999290  x   0.99990170  =   0.99989460
 CL1744!UTM  17      -   0.99999290  x   0.99971744  =   0.99971034
 CL1744
 CL1744|---------------------------------------------------------------------|
 CL1744| PID    Reference Object                     Distance      Geod. Az  |
 CL1744|                                                           dddmmss.s |
 CL1744| CL1743 BV 082 207 GADT AZ TPT                6.983 METERS 07017     |
 CL1744| CL1729 BV 082 207 AZ MK                    APPROX. 0.8 KM 2503034.8 |
 CL1744| CL1728 BV 082 207 GADT RM 1                 21.774 METERS 30920     |
 CL1744|---------------------------------------------------------------------|
 CL1744
 CL1744                          SUPERSEDED SURVEY CONTROL
 CL1744
 CL1744  NAD 83(1986)-  32 42 29.46376(N)    082 02 28.65044(W) AD(       ) 2
 CL1744  NAD 27      -  32 42 28.89267(N)    082 02 29.22330(W) AD(       ) 2
 CL1744  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL1744
 CL1744.Superseded values are not recommended for survey control.
 CL1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1744.See file dsdata.txt to determine how the superseded data were derived.
 CL1744
 CL1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0240619416(NAD 83)
 CL1744_MARKER: DD = SURVEY DISK
 CL1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1744+STABILITY: SURFACE MOTION
 CL1744
 CL1744  HISTORY     - Date     Condition        Report By
 CL1744  HISTORY     - 1979     MONUMENTED       GADT
 CL1744
 CL1744                          STATION DESCRIPTION
 CL1744
 CL1744'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1744'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHEAST OF
 CL1744'GARFIELD, 8-1/4 MILES EAST-NORTHEAST OF CANOOCHEE, AND 8-3/4 MILES
 CL1744'SOUTHWEST OF MILLEN ON THE PROPERTY OF MR. AND MRS. HARRIET PIERCE.
 CL1744'
 CL1744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1744'ROUTE 26) AND STATE ROUTE 23 IN TWIN CITY, GO NORTHEAST ALONG STATE
 CL1744'ROUTE 23 FOR 6 MILES TO THE JUNCTION OF PAVED EMANUEL COUNTY ROAD
 CL1744'91115 CROSSING IN GARFIELD.  CONTINUE GOING NORTH ALONG STATE ROUTE 23
 CL1744'FOR 3.25 MILES TO THE JUNCTION OF DIRT JENKINS COUNTY ROAD 112 TO
 CL1744'THE LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 1.95 MILES TO
 CL1744'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTHEAST ALONG STATE
 CL1744'ROUTE 23 FOR 0.4 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 125
 CL1744'TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 125 FOR 0.2
 CL1744'MILE TO THE PIERCE RESIDENCE (A WOOD FRAMED YELLOW HOUSE WITH GREEN
 CL1744'ROOF) ON THE LEFT AND THE STATION ON THE LEFT.
 CL1744'
 CL1744'THE STATION IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL1744'ROAD, 11.5 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1744'8.0 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 56.3
 CL1744'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, AND
 CL1744'7.2 FEET SOUTH-SOUTHEAST OF A WITNESS POST SET AT THE POWER POLE
 CL1744'WITH TRANSFORMER.  IT IS A STANDARD BRASS DISK STAMPED---082-207
 CL1744'1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1744'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CL1744'UNDERGROUND STATION IS A STANDARD DISK STAMPED---082-207 1979---,
 CL1744'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.86 METER BELOW
 CL1744'THE SURFACE OF THE GROUND.
 CL1744'
 CL1744'REFERENCE MARK 1 IS LOCATED 30.5 FEET NORTHEAST OF THE CENTERLINE
 CL1744'OF THE ROAD, 5.2 FEET NORTH-NORTHWEST OF THE SEAT OF A TOILET USED
 CL1744'AS A FLOWER POT, 65.5 FEET NORTHWEST OF THE UNDERGROUND TELEPHONE
 CL1744'CABLE PEDESTAL, AND 101.4 FEET SOUTHEAST OF A POWER POLE.  IT IS
 CL1744'A STANDARD DISK STAMPED---082-207 1979 RM 1---, SET IN THE TOP OF
 CL1744'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1744'GROUND WITH STEEL RODS EMBEDDED.
 CL1744'
 CL1744'THE AZIMUTH MARK IS LOCATED 42 FEET NORTHWEST OF THE CENTERLINE OF
 CL1744'THE HIGHWAY, 218.0 FEET SOUTHWEST OF THE SOUTHWEST END OF AN 18 INCH
 CL1744'CORRUGATED METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTHWEST,
 CL1744'142.0 FEET NORTH OF A POWER POLE ON THE SOUTHEAST SIDE OF THE
 CL1744'HIGHWAY, AND 2.9 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 CL1744'STANDARD DISK STAMPED---082-207 1979 AZ MK---, SET IN THE TOP OF A
 CL1744'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1744'GROUND WITH STEEL RODS EMBEDDED.
 CL1744'
 CL1744'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1744'FROM--GENERAL HIGHWAY MAPS JENKINS COUNTY 1975 REVISED AUG 1976 AND
 CL1744'EMANUEL COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1728 ***********************************************************************
 CL1728  DESIGNATION -  BV 082 207 GADT RM 1
 CL1728  PID         -  CL1728
 CL1728  STATE/COUNTY-  GA/JENKINS
 CL1728  USGS QUAD   -  GARFIELD (1971)
 CL1728
 CL1728                         *CURRENT SURVEY CONTROL
 CL1728  ___________________________________________________________________
 CL1728* NAD 83(1994)-  32 42 29.90887(N)    082 02 29.30232(W)     ADJUSTED  
 CL1728* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL1728  ___________________________________________________________________
 CL1728  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL1728  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 CL1728
 CL1728  HORZ ORDER  -  SECOND
 CL1728
 CL1728.The horizontal coordinates were established by classical geodetic methods
 CL1728.and adjusted by the National Geodetic Survey in September 1997..
 CL1728
 CL1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1728
 CL1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1728
 CL1728.The geoid height was determined by GEOID03.
 CL1728
 CL1728;                    North         East     Units Scale Factor Converg.
 CL1728;SPC GA E     -   300,262.361   211,736.940   MT  0.99990170   +0 04 03.5
 CL1728;SPC GA E     -   985,110.76    694,673.61   sFT  0.99990170   +0 04 03.5
 CL1728;UTM  17      - 3,619,430.111   402,388.818   MT  0.99971748   -0 33 46.1
 CL1728
 CL1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1728!SPC GA E     -   0.99999290  x   0.99990170  =   0.99989460
 CL1728!UTM  17      -   0.99999290  x   0.99971748  =   0.99971038
 CL1728
 CL1728                          SUPERSEDED SURVEY CONTROL
 CL1728
 CL1728  NAD 83(1986)-  32 42 29.91175(N)    082 02 29.29726(W) AD(       ) 2
 CL1728  NAD 27      -  32 42 29.34068(N)    082 02 29.87011(W) AD(       ) 2
 CL1728  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL1728
 CL1728.Superseded values are not recommended for survey control.
 CL1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1728.See file dsdata.txt to determine how the superseded data were derived.
 CL1728
 CL1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0238919430(NAD 83)
 CL1728_MARKER: DD = SURVEY DISK
 CL1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1728+STABILITY: SURFACE MOTION
 CL1728
 CL1728  HISTORY     - Date     Condition        Report By
 CL1728  HISTORY     - 1979     MONUMENTED       GADT
 CL1728
 CL1728                          STATION DESCRIPTION
 CL1728
 CL1728'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1728'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHEAST OF GARFIELD,
 CL1728'8-1/4 MILES EAST-NORTHEAST OF CANOOCHEE, AND 8-3/4 MILES SOUTHWEST OF
 CL1728'MILLEN ON THE PROPERTY OF MR. AND MRS. HARRIET PIERCE.
 CL1728'
 CL1728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1728'26) AND STATE ROUTE 23 IN TWIN CITY, GO NORTHEAST ALONG STATE ROUTE 23
 CL1728'FOR 6 MILES TO THE JUNCTION OF PAVED EMANUEL COUNTY ROAD 91115
 CL1728'CROSSING IN GARFIELD.  CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR
 CL1728'3.25 MILES TO THE JUNCTION OF DIRT JENKINS COUNTY ROAD 112 TO THE
 CL1728'LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 2.35 MILES TO
 CL1728'THE JUNCTION OF DIRT COUNTY ROAD 125 TO THE RIGHT.  TURN RIGHT GOING
 CL1728'EAST ON COUNTY ROAD 125 FOR 0.2 MILE TO THE PIERCE RESIDENCE (A WOOD
 CL1728'FRAMED YELLOW HOUSE WITH GREEN ROOF) ON THE LEFT AND THE STATION
 CL1728'ON THE LEFT.
 CL1728'
 CL1728'THE STATION IS LOCATED 30.5 FEET NORTHEAST OF THE CENTERLINE OF
 CL1728'THE ROAD, 5.2 FEET NORTH-NORTHWEST OF THE CENTER OF THE SEAT OF A
 CL1728'TOILET USED AS A FLOWER POT, 65.5 FEET NORTHWEST
 CL1728'OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 101.4 FEET SOUTHEAST
 CL1728'OF A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED---082-207
 CL1728'1979 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL1728'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1728'
 CL1728'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1728'FROM--GENERAL HIGHWAY MAPS EMANUEL COUNTY 1975 REVISED AUG 1976 AND
 CL1728'JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1738 ***********************************************************************
 CL1738  DESIGNATION -  BV 082 208 GADT
 CL1738  PID         -  CL1738
 CL1738  STATE/COUNTY-  GA/JENKINS
 CL1738  USGS QUAD   -  GARFIELD (1971)
 CL1738
 CL1738                         *CURRENT SURVEY CONTROL
 CL1738  ___________________________________________________________________
 CL1738* NAD 83(1994)-  32 41 40.44985(N)    082 00 02.89479(W)     ADJUSTED  
 CL1738* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1738  ___________________________________________________________________
 CL1738  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1738  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CL1738
 CL1738  HORZ ORDER  -  SECOND
 CL1738
 CL1738.The horizontal coordinates were established by classical geodetic methods
 CL1738.and adjusted by the National Geodetic Survey in September 1997..
 CL1738
 CL1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1738
 CL1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1738
 CL1738.The geoid height was determined by GEOID03.
 CL1738
 CL1738;                    North         East     Units Scale Factor Converg.
 CL1738;SPC GA E     -   298,744.142   215,552.029   MT  0.99990298   +0 05 22.5
 CL1738;SPC GA E     -   980,129.74    707,190.28   sFT  0.99990298   +0 05 22.5
 CL1738;UTM  17      - 3,617,870.308   406,186.255   MT  0.99970852   -0 32 26.3
 CL1738
 CL1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1738!SPC GA E     -   0.99999056  x   0.99990298  =   0.99989354
 CL1738!UTM  17      -   0.99999056  x   0.99970852  =   0.99969908
 CL1738
 CL1738:                Primary Azimuth Mark                     Grid Az
 CL1738:SPC GA E     -  BV 082 208 GADT AZ MK                    002 08 52.1
 CL1738:UTM  17      -  BV 082 208 GADT AZ MK                    002 46 40.9
 CL1738
 CL1738|---------------------------------------------------------------------|
 CL1738| PID    Reference Object                     Distance      Geod. Az  |
 CL1738|                                                           dddmmss.s |
 CL1738| CK4186 BV 082 208 GADT AZ MK               APPROX. 2.5 KM 0021414.6 |
 CL1738| CL1737 BV 082 208 GADT RM 1                  8.908 METERS 00240     |
 CL1738|---------------------------------------------------------------------|
 CL1738
 CL1738                          SUPERSEDED SURVEY CONTROL
 CL1738
 CL1738  NAD 83(1986)-  32 41 40.45162(N)    082 00 02.88889(W) AD(       ) 2
 CL1738  NAD 27      -  32 41 39.88020(N)    082 00 03.46535(W) AD(       ) 2
 CL1738  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1738
 CL1738.Superseded values are not recommended for survey control.
 CL1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1738.See file dsdata.txt to determine how the superseded data were derived.
 CL1738
 CL1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0618617870(NAD 83)
 CL1738_MARKER: DD = SURVEY DISK
 CL1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1738+STABILITY: SURFACE MOTION
 CL1738
 CL1738  HISTORY     - Date     Condition        Report By
 CL1738  HISTORY     - 1979     MONUMENTED       GADT
 CL1738
 CL1738                          STATION DESCRIPTION
 CL1738
 CL1738'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1738'THE STATION IS LOCATED APPROXIMATELY 6 MILES EAST-NORTHEAST OF
 CL1738'GARFIELD, 8-1/2 MILES SOUTH-SOUTHWEST OF MILLEN, AND 10-1/4 MILES EAST
 CL1738'OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1738'
 CL1738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1738'67) AND STATE ROUTE 121 APPROXIMATELY 5-1/4 MILES SOUTH-SOUTHWEST OF
 CL1738'MILLEN, GO SOUTH ALONG STATE ROUTE 121 FOR 0.8 MILE TO THE JUNCTION OF
 CL1738'PAVED COUNTY ROAD 102 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG STATE
 CL1738'ROUTE 121 FOR 1.2 MILES TO THE SOUTH END OF A BRIDGE OVER RICHARDSON
 CL1738'CREEK AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG
 CL1738'STATE ROUTE 121 FOR 0.95 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 127
 CL1738'TO THE RIGHT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 121 FOR 0.6 MILE
 CL1738'TO THE STATION ON THE RIGHT.
 CL1738'
 CL1738'THE STATION IS LOCATED 57 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CL1738'41.7 FEET NORTH-NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CL1738'58.8 FEET EAST-SOUTHEAST OF A 14 INCH PINE TREE, 122.4 FEET SOUTHWEST
 CL1738'OF HIGHWAY MILE POST NUMBER 6 ON THE EAST SIDE OF THE HIGHWAY, AND 3.3
 CL1738'FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1738'STAMPED---082-208 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1738'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1738'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1738'STAMPED---082-208 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1738'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL1738'
 CL1738'REFERENCE MARK 1 IS LOCATED 55 FEET WEST OF THE CENTERLINE OF THE
 CL1738'HIGHWAY, 60.3 FEET EAST-NORTHEAST OF THE 14 INCH PINE TREE, 103.5 FEET
 CL1738'WEST-SOUTHWEST OF THE MILE POST ON THE EAST SIDE OF THE HIGHWAY, AND
 CL1738'3.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1738'STAMPED---082-208 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1738'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1738'STEEL RODS EMBEDDED.
 CL1738'
 CL1738'THE AZIMUTH MARK IS LOCATED 20 FEET WEST OF THE CENTERLINE OF THE
 CL1738'HIGHWAY, 37.4 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTH PARAPET
 CL1738'BARRIER END POST ON THE EAST SIDE OF THE BRIDGE, 40.8 FEET NORTH OF
 CL1738'THE SOUTH END OF A GUARDRAIL ON THE EAST SIDE OF THE HIGHWAY, AND 3.0
 CL1738'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL1738'STAMPED---082-208 1979 AZ MK---, SET IN A ONE INCH DRILLED HOLE ON THE
 CL1738'SOUTHWEST WING WALL OF THE BRIDGE FLUSH WITH THE SURFACE OF THE WALL.
 CL1738'
 CL1738'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1738'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4186 ***********************************************************************
 CK4186  DESIGNATION -  BV 082 208 GADT AZ MK
 CK4186  PID         -  CK4186
 CK4186  STATE/COUNTY-  GA/JENKINS
 CK4186  USGS QUAD   -  FOUR POINTS (1978)
 CK4186
 CK4186                         *CURRENT SURVEY CONTROL
 CK4186  ___________________________________________________________________
 CK4186* NAD 83(1994)-  32 43 00.45303(N)    081 59 59.19734(W)     ADJUSTED  
 CK4186* NAVD 88     -        52.     (meters)     171.     (feet)  VERTCON   
 CK4186  ___________________________________________________________________
 CK4186  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 CK4186  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 CK4186
 CK4186  HORZ ORDER  -  SECOND
 CK4186
 CK4186.The horizontal coordinates were established by classical geodetic methods
 CK4186.and adjusted by the National Geodetic Survey in September 1997..
 CK4186
 CK4186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4186
 CK4186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4186
 CK4186.The geoid height was determined by GEOID03.
 CK4186
 CK4186;                    North         East     Units Scale Factor Converg.
 CK4186;SPC GA E     -   301,208.577   215,644.453   MT  0.99990302   +0 05 24.7
 CK4186;SPC GA E     -   988,215.14    707,493.51   sFT  0.99990302   +0 05 24.7
 CK4186;UTM  17      - 3,620,333.097   406,305.766   MT  0.99970824   -0 32 25.5
 CK4186
 CK4186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4186!SPC GA E     -   0.99999653  x   0.99990302  =   0.99989955
 CK4186!UTM  17      -   0.99999653  x   0.99970824  =   0.99970477
 CK4186
 CK4186                          SUPERSEDED SURVEY CONTROL
 CK4186
 CK4186  NAD 83(1986)-  32 43 00.45477(N)    081 59 59.19134(W) AD(       ) 2
 CK4186  NAD 27      -  32 42 59.88550(N)    081 59 59.76843(W) AD(       ) 2
 CK4186  NGVD 29 (07/19/86)   52.     (m)          171.     (f) VERT ANG       
 CK4186
 CK4186.Superseded values are not recommended for survey control.
 CK4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4186.See file dsdata.txt to determine how the superseded data were derived.
 CK4186
 CK4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0630620333(NAD 83)
 CK4186_MARKER: DD = SURVEY DISK
 CK4186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4186+STABILITY: SURFACE MOTION
 CK4186
 CK4186  HISTORY     - Date     Condition        Report By
 CK4186  HISTORY     - 1979     MONUMENTED       GADT
 CK4186
 CK4186                          STATION DESCRIPTION
 CK4186
 CK4186'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4186'THE STATION IS LOCATED APPROXIMATELY 7 MILES SOUTH-SOUTHWEST OF
 CK4186'MILLEN, 6-3/4 MILES NORTHEAST OF GARFIELD, AND 10-1/2 MILES
 CK4186'EAST-NORTHEAST OF CANOOCHEE ON STATE RIGHT OF WAY.
 CK4186'
 CK4186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CK4186'67) AND STATE ROUTE 121 APPROXIMATELY 5-1/4 MILES SOUTH-SOUTHWEST OF
 CK4186'MILLEN, GO SOUTH ALONG STATE ROUTE 121 FOR 0.8 MILE TO THE JUNCTION
 CK4186'OF PAVED COUNTY ROAD 102 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG
 CK4186'STATE ROUTE 121 FOR 1.2 MILES TO THE SOUTH END OF A BRIDGE OVER
 CK4186'RICHARDSON CREEK AND THE STATION ON THE RIGHT.
 CK4186'
 CK4186'THE STATION IS LOCATED 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CK4186'37.4 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTH PARAPET BARRIER
 CK4186'END POST ON THE EAST SIDE OF THE BRIDGE, 40.8 FEET NORTH OF THE SOUTH
 CK4186'END OF A GUARD RAIL ON THE WEST SIDE OF THE HIGHWAY, 59.0 FEET
 CK4186'NORTHWEST OF THE SOUTH END OF A GUARDRAIL ON THE WEST SIDE OF THE
 CK4186'HIGHWAY, AND 3.0 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 CK4186'STANDARD BRASS DISK STAMPED---082-208 1979 AZ MK---, SET IN A ONE INCH
 CK4186'DRILLED HOLE ON THE SOUTHWEST WING WALL OF THE BRIDGE FLUSH WITH THE
 CK4186'SURFACE OF THE TOP OF THE WALL.
 CK4186'
 CK4186'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4186'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1737 ***********************************************************************
 CL1737  DESIGNATION -  BV 082 208 GADT RM 1
 CL1737  PID         -  CL1737
 CL1737  STATE/COUNTY-  GA/JENKINS
 CL1737  USGS QUAD   -  GARFIELD (1971)
 CL1737
 CL1737                         *CURRENT SURVEY CONTROL
 CL1737  ___________________________________________________________________
 CL1737* NAD 83(1994)-  32 41 40.73871(N)    082 00 02.87892(W)     ADJUSTED  
 CL1737* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL1737  ___________________________________________________________________
 CL1737  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 CL1737  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CL1737
 CL1737  HORZ ORDER  -  SECOND
 CL1737
 CL1737.The horizontal coordinates were established by classical geodetic methods
 CL1737.and adjusted by the National Geodetic Survey in September 1997..
 CL1737
 CL1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1737
 CL1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1737
 CL1737.The geoid height was determined by GEOID03.
 CL1737
 CL1737;                    North         East     Units Scale Factor Converg.
 CL1737;SPC GA E     -   298,753.040   215,552.428   MT  0.99990298   +0 05 22.5
 CL1737;SPC GA E     -   980,158.93    707,191.59   sFT  0.99990298   +0 05 22.5
 CL1737;UTM  17      - 3,617,879.200   406,186.752   MT  0.99970852   -0 32 26.3
 CL1737
 CL1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1737!SPC GA E     -   0.99999056  x   0.99990298  =   0.99989354
 CL1737!UTM  17      -   0.99999056  x   0.99970852  =   0.99969908
 CL1737
 CL1737                          SUPERSEDED SURVEY CONTROL
 CL1737
 CL1737  NAD 83(1986)-  32 41 40.74048(N)    082 00 02.87301(W) AD(       ) 2
 CL1737  NAD 27      -  32 41 40.16908(N)    082 00 03.44947(W) AD(       ) 2
 CL1737  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL1737
 CL1737.Superseded values are not recommended for survey control.
 CL1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1737.See file dsdata.txt to determine how the superseded data were derived.
 CL1737
 CL1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0618717879(NAD 83)
 CL1737_MARKER: DD = SURVEY DISK
 CL1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1737+STABILITY: SURFACE MOTION
 CL1737
 CL1737  HISTORY     - Date     Condition        Report By
 CL1737  HISTORY     - 1979     MONUMENTED       GADT
 CL1737
 CL1737                          STATION DESCRIPTION
 CL1737
 CL1737'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1737'THE STATION IS LOCATED APPROXIMATELY 6 MILES EAST-NORTHEAST OF
 CL1737'GARFIELD, 8-1/2 MILES SOUTH-SOUTHWEST OF MILLEN, AND 10-1/4 MILES EAST
 CL1737'OF CANOOCHEE ON STATE RIGHT OF WAY.
 CL1737'
 CL1737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 CL1737'67) AND STATE ROUTE 121 APPROXIMATELY 5-1/4 MILES SOUTH-SOUTHWEST OF
 CL1737'MILLEN, GO SOUTH ALONG STATE ROUTE 121 FOR 0.8 MILE TO THE JUNCTION OF
 CL1737'PAVED COUNTY ROAD 102 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG STATE
 CL1737'ROUTE 121 FOR 2.15 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 127 TO
 CL1737'THE RIGHT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 121 FOR 0.6 MILE TO
 CL1737'THE STATION ON THE RIGHT.
 CL1737'
 CL1737'THE STATION IS LOCATED 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 CL1737'60.3 FEET EAST-NORTHEAST OF A 14 INCH PINE TREE, 103.5 FEET
 CL1737'WEST-SOUTHWEST OF A HIGHWAY MILE POST NUMBER 6 ON THE EAST SIDE OF THE
 CL1737'HIGHWAY, AND 3.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL1737'DISK STAMPED---082-208 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL1737'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1737'STEEL RODS EMBEDDED.
 CL1737'
 CL1737'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1737'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1740 ***********************************************************************
 CL1740  DESIGNATION -  BV 082 209 GADT
 CL1740  PID         -  CL1740
 CL1740  STATE/COUNTY-  GA/JENKINS
 CL1740  USGS QUAD   -  GARFIELD (1971)
 CL1740
 CL1740                         *CURRENT SURVEY CONTROL
 CL1740  ___________________________________________________________________
 CL1740* NAD 83(1994)-  32 37 47.62127(N)    082 00 11.77282(W)     ADJUSTED  
 CL1740* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 CL1740  ___________________________________________________________________
 CL1740  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL1740  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1740
 CL1740  HORZ ORDER  -  SECOND
 CL1740
 CL1740.The horizontal coordinates were established by classical geodetic methods
 CL1740.and adjusted by the National Geodetic Survey in September 1997..
 CL1740
 CL1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1740
 CL1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1740
 CL1740.The geoid height was determined by GEOID03.
 CL1740
 CL1740;                    North         East     Units Scale Factor Converg.
 CL1740;SPC GA E     -   291,572.174   215,331.832   MT  0.99990290   +0 05 17.2
 CL1740;SPC GA E     -   956,599.71    706,467.85   sFT  0.99990290   +0 05 17.2
 CL1740;UTM  17      - 3,610,702.584   405,887.312   MT  0.99970922   -0 32 27.6
 CL1740
 CL1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1740!SPC GA E     -   0.99998882  x   0.99990290  =   0.99989173
 CL1740!UTM  17      -   0.99998882  x   0.99970922  =   0.99969805
 CL1740
 CL1740:                Primary Azimuth Mark                     Grid Az
 CL1740:SPC GA E     -  BV 082 209 GADT AZ MK                    028 24 50.6
 CL1740:UTM  17      -  BV 082 209 GADT AZ MK                    029 02 35.4
 CL1740
 CL1740|---------------------------------------------------------------------|
 CL1740| PID    Reference Object                     Distance      Geod. Az  |
 CL1740|                                                           dddmmss.s |
 CL1740| CK4187 BV 082 209 GADT AZ MK               APPROX. 0.7 KM 0283007.8 |
 CL1740| CL1739 BV 082 209 GADT RM 1                  8.174 METERS 02907     |
 CL1740|---------------------------------------------------------------------|
 CL1740
 CL1740                          SUPERSEDED SURVEY CONTROL
 CL1740
 CL1740  NAD 83(1986)-  32 37 47.62314(N)    082 00 11.76722(W) AD(       ) 2
 CL1740  NAD 27      -  32 37 47.04548(N)    082 00 12.34180(W) AD(       ) 2
 CL1740  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 CL1740
 CL1740.Superseded values are not recommended for survey control.
 CL1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1740.See file dsdata.txt to determine how the superseded data were derived.
 CL1740
 CL1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0588710703(NAD 83)
 CL1740_MARKER: DD = SURVEY DISK
 CL1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1740+STABILITY: SURFACE MOTION
 CL1740
 CL1740  HISTORY     - Date     Condition        Report By
 CL1740  HISTORY     - 1979     MONUMENTED       GADT
 CL1740
 CL1740                          STATION DESCRIPTION
 CL1740
 CL1740'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1740'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST OF GARFIELD,
 CL1740'7-1/2 MILES NORTH-NORTHWEST OF PORTAL, AND 10 MILES EAST-NORTHEAST OF
 CL1740'TWIN CITY ON STATE RIGHT OF WAY.
 CL1740'
 CL1740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1740'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1740'TWIN CITY, GO NORTHEASTERLY ALONG STATE ROUTE 121 FOR 4.75 MILES TO
 CL1740'THE JUNCTION OF PAVED COUNTY ROAD 198 TO THE RIGHT.  CONTINUE GOING
 CL1740'NORTHEASTERLY ALONG STATE ROUTE 121 FOR 1.05 MILES TO THE STATION ON
 CL1740'THE LEFT.
 CL1740'
 CL1740'THE STATION IS LOCATED 55 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1740'HIGHWAY, 115.4 FEET NORTH-NORTHWEST OF THE NORTHERN END OF A 15 INCH
 CL1740'CONCRETE SIDEDRAIN UNDER A DRIVEWAY TO THE EAST TO A WHITE WOOD FRAME
 CL1740'HOUSE, 7.0 FEET EAST-SOUTHEAST OF A FENCELINE, AND 2.9 FEET
 CL1740'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1740'STAMPED---082-209 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1740'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1740'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1740'STAMPED---082-209 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1740'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL1740'
 CL1740'REFERENCE MARK 1 IS LOCATED 54 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL1740'OF THE HIGHWAY, 133.8 FEET NORTH OF THE 15 INCH CONCRETE CULVERT UNDER
 CL1740'THE DRIVEWAY TO THE EAST, 157.7 FEET NORTHWEST OF A POWER POLE WITH A
 CL1740'TRANSFORMER ON THE EAST SIDE OF THE HIGHWAY, 7.7 FEET EAST-SOUTHEAST
 CL1740'OF A FENCELINE, AND 3.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS
 CL1740'A STANDARD DISK STAMPED---082-209 1979 RM 1---, SET IN THE TOP OF A
 CL1740'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL1740'GROUND WITH STEEL RODS EMBEDDED.
 CL1740'
 CL1740'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ALONG
 CL1740'STATE ROUTE 121 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS
 CL1740'LOCATED 62.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CL1740'158.0 FEET SOUTH OF THE SOUTHERNMOST END OF AN 18 INCH CONCRETE
 CL1740'SIDEDRAIN PIPE UNDER A DRIVEWAY TO THE WEST, 206.4 FEET
 CL1740'SOUTH-SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE DRIVEWAY,
 CL1740'AND 3.0 FEET
 CL1740'WEST-NORTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 CL1740'DISK STAMPED---082-209 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1740'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1740'STEEL RODS EMBEDDED.
 CL1740'
 CL1740'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1740'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4187 ***********************************************************************
 CK4187  DESIGNATION -  BV 082 209 GADT AZ MK
 CK4187  PID         -  CK4187
 CK4187  STATE/COUNTY-  GA/JENKINS
 CK4187  USGS QUAD   -  FOUR POINTS (1978)
 CK4187
 CK4187                         *CURRENT SURVEY CONTROL
 CK4187  ___________________________________________________________________
 CK4187* NAD 83(1994)-  32 38 06.85958(N)    081 59 59.42674(W)     ADJUSTED  
 CK4187* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CK4187  ___________________________________________________________________
 CK4187  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CK4187  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CK4187
 CK4187  HORZ ORDER  -  SECOND
 CK4187
 CK4187.The horizontal coordinates were established by classical geodetic methods
 CK4187.and adjusted by the National Geodetic Survey in September 1997..
 CK4187
 CK4187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4187
 CK4187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4187
 CK4187.The geoid height was determined by GEOID03.
 CK4187
 CK4187;                    North         East     Units Scale Factor Converg.
 CK4187;SPC GA E     -   292,165.252   215,652.696   MT  0.99990302   +0 05 23.9
 CK4187;SPC GA E     -   958,545.50    707,520.55   sFT  0.99990302   +0 05 23.9
 CK4187;UTM  17      - 3,611,291.989   406,214.605   MT  0.99970846   -0 32 21.3
 CK4187
 CK4187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4187!SPC GA E     -   0.99999087  x   0.99990302  =   0.99989389
 CK4187!UTM  17      -   0.99999087  x   0.99970846  =   0.99969933
 CK4187
 CK4187                          SUPERSEDED SURVEY CONTROL
 CK4187
 CK4187  NAD 83(1986)-  32 38 06.86144(N)    081 59 59.42112(W) AD(       ) 2
 CK4187  NAD 27      -  32 38 06.28436(N)    081 59 59.99618(W) AD(       ) 2
 CK4187  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CK4187
 CK4187.Superseded values are not recommended for survey control.
 CK4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4187.See file dsdata.txt to determine how the superseded data were derived.
 CK4187
 CK4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0621511292(NAD 83)
 CK4187_MARKER: DD = SURVEY DISK
 CK4187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4187+STABILITY: SURFACE MOTION
 CK4187
 CK4187  HISTORY     - Date     Condition        Report By
 CK4187  HISTORY     - 1979     MONUMENTED       GADT
 CK4187
 CK4187                          STATION DESCRIPTION
 CK4187
 CK4187'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CK4187'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES EAST OF GARFIELD,
 CK4187'7-3/4 MILES NORTHWEST OF PORTAL, AND 10-1/4 MILES EAST-NORTHEAST OF
 CK4187'TWIN CITY ON STATE RIGHT OF WAY.
 CK4187'
 CK4187'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CK4187'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CK4187'TWIN CITY, GO NORTHEASTERLY ALONG STATE ROUTE 121 FOR 4.75 MILES TO
 CK4187'THE JUNCTION OF PAVED COUNTY ROAD 198 TO THE RIGHT.  CONTINUE GOING
 CK4187'NORTHEASTERLY ALONG STATE ROUTE 121 FOR 1.5 MILES TO THE STATION ON
 CK4187'THE RIGHT.
 CK4187'
 CK4187'THE STATION IS LOCATED 62.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 CK4187'THE HIGHWAY, 158.0 FEET SOUTH OF THE SOUTHERNMOST END OF AN 18 INCH
 CK4187'CONCRETE SIDEDRAIN PIPE UNDER A DRIVEWAY TO THE WEST, 206.4 FEET
 CK4187'SOUTH-SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE DRIVEWAY, AND
 CK4187'3.0 FEET WEST-NORTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CK4187'STANDARD BRASS DISK STAMPED---082-209 1979 AZ MK---, SET IN THE TOP OF
 CK4187'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CK4187'GROUND WITH STEEL RODS EMBEDDED.
 CK4187'
 CK4187'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CK4187'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1739 ***********************************************************************
 CL1739  DESIGNATION -  BV 082 209 GADT RM 1
 CL1739  PID         -  CL1739
 CL1739  STATE/COUNTY-  GA/JENKINS
 CL1739  USGS QUAD   -  GARFIELD (1971)
 CL1739
 CL1739                         *CURRENT SURVEY CONTROL
 CL1739  ___________________________________________________________________
 CL1739* NAD 83(1994)-  32 37 47.85308(N)    082 00 11.62022(W)     ADJUSTED  
 CL1739* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 CL1739  ___________________________________________________________________
 CL1739  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL1739  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1739
 CL1739  HORZ ORDER  -  SECOND
 CL1739
 CL1739.The horizontal coordinates were established by classical geodetic methods
 CL1739.and adjusted by the National Geodetic Survey in September 1997..
 CL1739
 CL1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1739
 CL1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1739
 CL1739.The geoid height was determined by GEOID03.
 CL1739
 CL1739;                    North         East     Units Scale Factor Converg.
 CL1739;SPC GA E     -   291,579.320   215,335.798   MT  0.99990290   +0 05 17.3
 CL1739;SPC GA E     -   956,623.15    706,480.86   sFT  0.99990290   +0 05 17.3
 CL1739;UTM  17      - 3,610,709.685   405,891.356   MT  0.99970921   -0 32 27.6
 CL1739
 CL1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1739!SPC GA E     -   0.99998882  x   0.99990290  =   0.99989173
 CL1739!UTM  17      -   0.99998882  x   0.99970921  =   0.99969804
 CL1739
 CL1739                          SUPERSEDED SURVEY CONTROL
 CL1739
 CL1739  NAD 83(1986)-  32 37 47.85494(N)    082 00 11.61463(W) AD(       ) 2
 CL1739  NAD 27      -  32 37 47.27730(N)    082 00 12.18922(W) AD(       ) 2
 CL1739  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 CL1739
 CL1739.Superseded values are not recommended for survey control.
 CL1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1739.See file dsdata.txt to determine how the superseded data were derived.
 CL1739
 CL1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0589110710(NAD 83)
 CL1739_MARKER: DD = SURVEY DISK
 CL1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1739+STABILITY: SURFACE MOTION
 CL1739
 CL1739  HISTORY     - Date     Condition        Report By
 CL1739  HISTORY     - 1979     MONUMENTED       GADT
 CL1739
 CL1739                          STATION DESCRIPTION
 CL1739
 CL1739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1739'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST OF GARFIELD,
 CL1739'7-1/2 MILES NORTH-NORTHWEST OF PORTAL, AND 10 MILES EAST-NORTHEAST OF
 CL1739'TWIN CITY ON STATE RIGHT OF WAY.
 CL1739'
 CL1739'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE ROUTE
 CL1739'26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST OF
 CL1739'TWIN CITY, GO NORTHEASTERLY ALONG STATE ROUTE 121 FOR 4.75 MILES TO
 CL1739'THE JUNCTION OF PAVED COUNTY ROAD 198 TO THE RIGHT.  CONTINUE GOING
 CL1739'NORTHEASTERLY ALONG STATE ROUTE 121 FOR 1.05 MILES TO THE STATION ON
 CL1739'THE LEFT.
 CL1739'
 CL1739'THE STATION IS LOCATED 54 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL1739'HIGHWAY, 133.8 FEET NORTH OF A 15 INCH CONCRETE CULVERT UNDER A
 CL1739'DRIVEWAY TO THE EAST TO A WHITE WOOD FRAME HOUSE, 157.7 FEET NORTHWEST
 CL1739'OF A POWER POLE WITH A TRANSFORMER ON THE EAST SIDE OF THE HIGHWAY,
 CL1739'7.7 FEET EAST-SOUTHEAST OF A FENCELINE, AND 3.0 FEET EAST-SOUTHEAST OF
 CL1739'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---082-209 1979
 CL1739'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL1739'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1739'
 CL1739'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1739'FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1742 ***********************************************************************
 CL1742  DESIGNATION -  BV 082 210 GADT
 CL1742  PID         -  CL1742
 CL1742  STATE/COUNTY-  GA/JENKINS
 CL1742  USGS QUAD   -  GARFIELD (1971)
 CL1742
 CL1742                         *CURRENT SURVEY CONTROL
 CL1742  ___________________________________________________________________
 CL1742* NAD 83(1994)-  32 40 02.86568(N)    082 00 52.53185(W)     ADJUSTED  
 CL1742* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL1742  ___________________________________________________________________
 CL1742  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CL1742  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1742
 CL1742  HORZ ORDER  -  SECOND
 CL1742
 CL1742.The horizontal coordinates were established by classical geodetic methods
 CL1742.and adjusted by the National Geodetic Survey in September 1997..
 CL1742
 CL1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1742
 CL1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1742
 CL1742.The geoid height was determined by GEOID03.
 CL1742
 CL1742;                    North         East     Units Scale Factor Converg.
 CL1742;SPC GA E     -   295,736.399   214,263.503   MT  0.99990251   +0 04 55.5
 CL1742;SPC GA E     -   970,261.84    702,962.84   sFT  0.99990251   +0 04 55.5
 CL1742;UTM  17      - 3,614,877.491   404,864.991   MT  0.99971160   -0 32 51.6
 CL1742
 CL1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1742!SPC GA E     -   0.99999196  x   0.99990251  =   0.99989447
 CL1742!UTM  17      -   0.99999196  x   0.99971160  =   0.99970357
 CL1742
 CL1742:                Primary Azimuth Mark                     Grid Az
 CL1742:SPC GA E     -  BV 082 210 GADT AZ MK                    061 37 04.9
 CL1742:UTM  17      -  BV 082 210 GADT AZ MK                    062 14 52.0
 CL1742
 CL1742|---------------------------------------------------------------------|
 CL1742| PID    Reference Object                     Distance      Geod. Az  |
 CL1742|                                                           dddmmss.s |
 CL1742| CL1727 BV 082 210 GADT AZ MK               475.469 METERS 0614200.4 |
 CL1742| CL1741 BV 082 210 GADT RM 1                  3.929 METERS 06152     |
 CL1742|---------------------------------------------------------------------|
 CL1742
 CL1742                          SUPERSEDED SURVEY CONTROL
 CL1742
 CL1742  NAD 83(1986)-  32 40 02.86752(N)    082 00 52.52605(W) AD(       ) 2
 CL1742  NAD 27      -  32 40 02.29327(N)    082 00 53.10039(W) AD(       ) 2
 CL1742  NGVD 29 (07/19/86)   81.     (m)          266.     (f) VERT ANG       
 CL1742
 CL1742.Superseded values are not recommended for survey control.
 CL1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1742.See file dsdata.txt to determine how the superseded data were derived.
 CL1742
 CL1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0486514877(NAD 83)
 CL1742_MARKER: DD = SURVEY DISK
 CL1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1742+STABILITY: SURFACE MOTION
 CL1742
 CL1742  HISTORY     - Date     Condition        Report By
 CL1742  HISTORY     - 1979     MONUMENTED       GADT
 CL1742
 CL1742                          STATION DESCRIPTION
 CL1742
 CL1742'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1742'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST-NORTHEAST OF
 CL1742'GARFIELD, 6-1/2 MILES SOUTH OF EMMALANE, AND 8-3/4 MILES
 CL1742'WEST-SOUTHWEST OF SCARBORO ON COUNTY RIGHT OF WAY.
 CL1742'
 CL1742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1742'ROUTE 26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST
 CL1742'OF TWIN CITY, GO NORTH ALONG STATE ROUTE 121 FOR 4.65 MILES TO THE
 CL1742'JUNCTION OF PAVED COUNTY ROAD 198 TO THE RIGHT.  CONTINUE GOING
 CL1742'NORTHEASTERLY ALONG STATE ROUTE 121 FOR 4.05 MILES TO THE JUNCTION OF
 CL1742'PAVED COUNTY ROAD 91115 CROSSING.  TURN LEFT GOING WEST ALONG COUNTY
 CL1742'ROAD 91115 FOR 1.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 134 TO
 CL1742'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING WEST ALONG
 CL1742'COUNTY ROAD 91115 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL1742'
 CL1742'THE STATION IS LOCATED 29 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 CL1742'COUNTY ROAD 91115, 79 FEET NORTHEAST OF THE POINT OF INTERSECTION OF
 CL1742'THE CENTERLINES OF COUNTY ROADS 137 TO THE SOUTH AND 91115, 39.6 FEET
 CL1742'SOUTH-SOUTHEAST OF A 60 INCH OAK TREE, AND 2.7 FEET SOUTH-SOUTHEAST OF
 CL1742'A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1742'STAMPED---082-210 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1742'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1742'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1742'STAMPED---082-210 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1742'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL1742'
 CL1742'REFERENCE MARK 1 IS LOCATED 28 FEET NORTH-NORTHWEST OF THE CENTERLINE
 CL1742'OF THE ROAD, 39.5 FEET SOUTHEAST OF THE 60 INCH OAK TREE, 68.8 FEET
 CL1742'SOUTHWEST OF A 16 INCH PINE TREE, AND 3.0 FEET SOUTH-SOUTHEAST OF A
 CL1742'WITNESS POST.  IT IS A STANDARD DISK STAMPED---082-210 1979 RM 1---,
 CL1742'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1742'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1742'
 CL1742'THE AZIMUTH MARK IS LOCATED 36 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 CL1742'OF COUNTY ROAD 91115, 86.7 FEET EAST-NORTHEAST OF A 36 INCH CATALPA
 CL1742'TREE AT A FENCELINE, 72.5 FEET EAST OF THE POINT OF INTERSECTION OF
 CL1742'THE CENTERLINES OF COUNTY ROADS 91115 AND 134, 3 FEET NORTH-NORTHWEST
 CL1742'OF A WITNESS POST SET AT A FENCELINE, AND 84.5 FEET SOUTHEAST OF A
 CL1742'POWER POLE IN THE NORTHERN QUADRANT OF THE INTERSECTION.  IT IS A
 CL1742'STANDARD DISK STAMPED---082-210 1979 AZ MK---, SET IN THE TOP OF A 10
 CL1742'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL1742'WITH STEEL RODS EMBEDDED.
 CL1742'
 CL1742'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1742'OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG
 CL1742'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1727 ***********************************************************************
 CL1727  DESIGNATION -  BV 082 210 GADT AZ MK
 CL1727  PID         -  CL1727
 CL1727  STATE/COUNTY-  GA/JENKINS
 CL1727  USGS QUAD   -  GARFIELD (1971)
 CL1727
 CL1727                         *CURRENT SURVEY CONTROL
 CL1727  ___________________________________________________________________
 CL1727* NAD 83(1994)-  32 40 10.18278(N)    082 00 36.46466(W)     ADJUSTED  
 CL1727* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 CL1727  ___________________________________________________________________
 CL1727  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CL1727  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 CL1727
 CL1727  HORZ ORDER  -  SECOND
 CL1727
 CL1727.The horizontal coordinates were established by classical geodetic methods
 CL1727.and adjusted by the National Geodetic Survey in September 1997..
 CL1727
 CL1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1727
 CL1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1727
 CL1727.The geoid height was determined by GEOID03.
 CL1727
 CL1727;                    North         East     Units Scale Factor Converg.
 CL1727;SPC GA E     -   295,962.390   214,681.779   MT  0.99990266   +0 05 04.2
 CL1727;SPC GA E     -   971,003.27    704,335.14   sFT  0.99990266   +0 05 04.2
 CL1727;UTM  17      - 3,615,098.829   405,285.644   MT  0.99971062   -0 32 43.1
 CL1727
 CL1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1727!SPC GA E     -   0.99999275  x   0.99990266  =   0.99989541
 CL1727!UTM  17      -   0.99999275  x   0.99971062  =   0.99970337
 CL1727
 CL1727                          SUPERSEDED SURVEY CONTROL
 CL1727
 CL1727  NAD 83(1986)-  32 40 10.18461(N)    082 00 36.45883(W) AD(       ) 2
 CL1727  NAD 27      -  32 40 09.61064(N)    082 00 37.03371(W) AD(       ) 2
 CL1727  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 CL1727
 CL1727.Superseded values are not recommended for survey control.
 CL1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1727.See file dsdata.txt to determine how the superseded data were derived.
 CL1727
 CL1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0528615099(NAD 83)
 CL1727_MARKER: DD = SURVEY DISK
 CL1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1727+STABILITY: SURFACE MOTION
 CL1727
 CL1727  HISTORY     - Date     Condition        Report By
 CL1727  HISTORY     - 1979     MONUMENTED       GADT
 CL1727
 CL1727                          STATION DESCRIPTION
 CL1727
 CL1727'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1727'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES EAST-NORTHEAST OF
 CL1727'GARFIELD, 6-1/2 MILES SOUTH OF EMMALANE, AND 8-1/2 MILES
 CL1727'WEST-SOUTHWEST OF SCARBORO ON COUNTY RIGHT OF WAY.
 CL1727'
 CL1727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1727'ROUTE 26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST
 CL1727'OF TWIN CITY, GO NORTH ALONG STATE ROUTE 121 FOR 4.65 MILES TO THE
 CL1727'JUNCTION OF PAVED COUNTY ROAD 198 TO THE RIGHT.  CONTINUE GOING
 CL1727'NORTHEASTERLY ALONG STATE ROUTE 121 FOR 4.05 MILES TO THE JUNCTION OF
 CL1727'PAVED COUNTY ROAD 91115 CROSSING.  TURN LEFT GOING WEST ALONG COUNTY
 CL1727'ROAD 91115 FOR 1.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 134 TO
 CL1727'THE RIGHT AND THE STATION ON THE LEFT.
 CL1727'
 CL1727'THE STATION IS LOCATED 36 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL1727'COUNTY ROAD 91115, 86.7 FEET EAST-NORTHEAST OF A 36 INCH CATALPA TREE
 CL1727'AT A FENCELINE, 72.5 FEET EAST OF THE POINT OF INTERSECTION OF THE
 CL1727'CENTERLINES OF COUNTY ROADS 91115 AND 134, 3.0 FEET NORTH-NORTHWEST OF
 CL1727'A WITNESS POST, AND 84.5 FEET SOUTHEAST OF A POWER POLE IN THE
 CL1727'NORTHERN QUADRANT OF THE INTERSECTION.  IT IS A STANDARD DISK
 CL1727'STAMPED---082-210 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1727'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1727'STEEL RODS EMBEDDED.
 CL1727'
 CL1727'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1727'OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG
 CL1727'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1741 ***********************************************************************
 CL1741  DESIGNATION -  BV 082 210 GADT RM 1
 CL1741  PID         -  CL1741
 CL1741  STATE/COUNTY-  GA/JENKINS
 CL1741  USGS QUAD   -  GARFIELD (1971)
 CL1741
 CL1741                         *CURRENT SURVEY CONTROL
 CL1741  ___________________________________________________________________
 CL1741* NAD 83(1994)-  32 40 02.92581(N)    082 00 52.39888(W)     ADJUSTED  
 CL1741* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL1741  ___________________________________________________________________
 CL1741  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CL1741  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 CL1741
 CL1741  HORZ ORDER  -  SECOND
 CL1741
 CL1741.The horizontal coordinates were established by classical geodetic methods
 CL1741.and adjusted by the National Geodetic Survey in September 1997..
 CL1741
 CL1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1741
 CL1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1741
 CL1741.The geoid height was determined by GEOID03.
 CL1741
 CL1741;                    North         East     Units Scale Factor Converg.
 CL1741;SPC GA E     -   295,738.256   214,266.965   MT  0.99990251   +0 04 55.6
 CL1741;SPC GA E     -   970,267.93    702,974.20   sFT  0.99990251   +0 04 55.6
 CL1741;UTM  17      - 3,614,879.310   404,868.472   MT  0.99971159   -0 32 51.6
 CL1741
 CL1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1741!SPC GA E     -   0.99999196  x   0.99990251  =   0.99989447
 CL1741!UTM  17      -   0.99999196  x   0.99971159  =   0.99970356
 CL1741
 CL1741                          SUPERSEDED SURVEY CONTROL
 CL1741
 CL1741  NAD 83(1986)-  32 40 02.92766(N)    082 00 52.39304(W) AD(       ) 2
 CL1741  NAD 27      -  32 40 02.35340(N)    082 00 52.96743(W) AD(       ) 2
 CL1741  NGVD 29 (07/19/86)   81.     (m)          266.     (f) VERT ANG       
 CL1741
 CL1741.Superseded values are not recommended for survey control.
 CL1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1741.See file dsdata.txt to determine how the superseded data were derived.
 CL1741
 CL1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0486814879(NAD 83)
 CL1741_MARKER: DD = SURVEY DISK
 CL1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1741+STABILITY: SURFACE MOTION
 CL1741
 CL1741  HISTORY     - Date     Condition        Report By
 CL1741  HISTORY     - 1979     MONUMENTED       GADT
 CL1741
 CL1741                          STATION DESCRIPTION
 CL1741
 CL1741'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL1741'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES EAST-NORTHEAST OF
 CL1741'GARFIELD, 6-1/2 MILES SOUTH OF EMMALANE, AND 8-3/4 MILES
 CL1741'WEST-SOUTHWEST OF SCARBORO ON COUNTY RIGHT OF WAY.
 CL1741'
 CL1741'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL1741'ROUTE 26) AND STATE ROUTE 121 APPROXIMATELY 7-1/2 MILES EAST-SOUTHEAST
 CL1741'TWIN CITY, GO NORTH ALONG STATE ROUTE 121 FOR 4.65 MILES TO THE
 CL1741'JUNCTION OF PAVED COUNTY ROAD 198 TO THE RIGHT.  CONTINUE GOING
 CL1741'NORTHEASTERLY ALONG STATE ROUTE 121 FOR 4.05 MILES TO THE JUNCTION OF
 CL1741'PAVED COUNTY ROAD 91115 CROSSING.  TURN LEFT GOING WEST ALONG COUNTY
 CL1741'ROAD 91115 FOR 1.1 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 134 TO
 CL1741'THE RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 91115 FOR 0.3 MILE
 CL1741'TO THE STATION ON THE RIGHT.
 CL1741'
 CL1741'THE STATION IS LOCATED 28 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 CL1741'THE ROAD, 39.5 FEET SOUTHEAST OF A 60 INCH OAK TREE, 68.8 FEET
 CL1741'SOUTHWEST OF A 16 INCH PINE TREE, AND 3.0 FEET SOUTH-SOUTHEAST OF A
 CL1741'WITNESS POST.  IT IS A STANDARD DISK STAMPED---082-210 1979 RM 1---,
 CL1741'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1741'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1741'
 CL1741'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS
 CL1741'OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY 1975 REVISED AUG
 CL1741'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4202 ***********************************************************************
 CK4202  DESIGNATION -  BV 082 211 GADT
 CK4202  PID         -  CK4202
 CK4202  STATE/COUNTY-  GA/JENKINS
 CK4202  USGS QUAD   -  SARDIS (1978)
 CK4202
 CK4202                         *CURRENT SURVEY CONTROL
 CK4202  ___________________________________________________________________
 CK4202* NAD 83(1994)-  32 54 18.36826(N)    081 48 29.20674(W)     ADJUSTED  
 CK4202* NAVD 88     -        77.8    (meters)     255.     (feet)  VERTCON   
 CK4202  ___________________________________________________________________
 CK4202  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CK4202  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CK4202
 CK4202  HORZ ORDER  -  SECOND
 CK4202
 CK4202.The horizontal coordinates were established by classical geodetic methods
 CK4202.and adjusted by the National Geodetic Survey in September 1997..
 CK4202
 CK4202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4202
 CK4202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4202
 CK4202.The geoid height was determined by GEOID03.
 CK4202
 CK4202;                    North         East     Units Scale Factor Converg.
 CK4202;SPC GA E     -   322,134.949   233,540.556   MT  0.99991387   +0 11 41.2
 CK4202;SPC GA E     - 1,056,871.08    766,207.64   sFT  0.99991387   +0 11 41.2
 CK4202;UTM  17      - 3,641,056.189   424,427.706   MT  0.99967042   -0 26 20.5
 CK4202
 CK4202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4202!SPC GA E     -   0.99999253  x   0.99991387  =   0.99990640
 CK4202!UTM  17      -   0.99999253  x   0.99967042  =   0.99966295
 CK4202
 CK4202|---------------------------------------------------------------------|
 CK4202| PID    Reference Object                     Distance      Geod. Az  |
 CK4202|                                                           dddmmss.s |
 CK4202| CK4203 BV 082 211 GADT RM 1                 20.994 METERS 29324     |
 CK4202| CK4206 BV 082 211 GADT AZ MK               APPROX. 1.0 KM 2934032.9 |
 CK4202|---------------------------------------------------------------------|
 CK4202
 CK4202                          SUPERSEDED SURVEY CONTROL
 CK4202
 CK4202  NAD 83(1986)-  32 54 18.37118(N)    081 48 29.20111(W) AD(       ) 2
 CK4202  NAD 27      -  32 54 17.79484(N)    081 48 29.79047(W) AD(       ) 2
 CK4202  NGVD 29 (07/19/86)   78.0    (m)          256.     (f) VERT ANG       
 CK4202
 CK4202.Superseded values are not recommended for survey control.
 CK4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4202.See file dsdata.txt to determine how the superseded data were derived.
 CK4202
 CK4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2442841056(NAD 83)
 CK4202_MARKER: DD = SURVEY DISK
 CK4202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4202+STABILITY: SURFACE MOTION
 CK4202
 CK4202  HISTORY     - Date     Condition        Report By
 CK4202  HISTORY     - 1980     MONUMENTED       GADT
 CK4202
 CK4202                          STATION DESCRIPTION
 CK4202
 CK4202'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4202'THE STATION IS LOCATED ABOUT 17 KM (10-1/2 MI) NORTHEAST OF
 CK4202'MILLEN, 13.2 KM (8-1/2 MI) WEST-NORTHWEST OF HILLTONIA, AND
 CK4202'8.8 KM (5-1/2 MI) SOUTH-SOUTHWEST OF SARDIS.
 CK4202'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 CK4202'
 CK4202'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4202'ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR 7.1 KM
 CK4202'(4.4 MI) TO THE BURKE AND JENKINS COUNTY LINE.  CONTINUE SOUTHWEST
 CK4202'ALONG STATE ROUTE 23 FOR 5.15 KM (3.2 MI) TO THE JUNCTION OF
 CK4202'COUNTY PAVED ROAD 92143 CROSSING.  TURN LEFT AND GO EAST ALONG
 CK4202'COUNTY ROAD 92143 FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF COUNTY
 CK4202'DIRT ROAD 30 CROSSING.  CONTINUE EAST ALONG COUNTY ROAD 92143 FOR
 CK4202'0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 CK4202'ALONG COUNTY ROAD 92143 FOR 1.0 KM (0.6 MI) TO THE STATION ON THE
 CK4202'LEFT AT THE JUNCTION OF A PRIVATE DIRT ROAD TO THE LEFT AND
 CK4202'COUNTY DIRT ROAD 24 TO THE RIGHT.
 CK4202'
 CK4202'THE STATION IS A STANDARD GADT DISK
 CK4202'STAMPED---082-211 1980---,
 CK4202'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4202'FLUSH WITH GROUND.  IT IS LOCATED
 CK4202'9.75 METERS (32.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4202'ROAD 92143,
 CK4202'3.08 METERS (10.10 FT) SOUTHEAST FROM THE TOP CENTER OF AN
 CK4202'UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CK4202'39.84 METERS (130.7 FT) SOUTH FROM A POWER POLE ON THE NORTH SIDE
 CK4202'OF A PRIVATE DIRT ROAD,
 CK4202'1.58 METERS (5.200 FT) SOUTH FROM A WITNESS POST, AND
 CK4202'1.28 METERS (4.200 FT) WEST FROM ANOTHER WITNESS POST.
 CK4202'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4202'STAMPED---082-211 1980---,
 CK4202'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4202'
 CK4202'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4202'STAMPED---082-211 1980 RM 1---,
 CK4202'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4202'FLUSH WITH GROUND.  IT IS LOCATED
 CK4202'11.13 METERS (36.50 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4202'ROAD 92143,
 CK4202'18.62 METERS (61.10 FT) WEST FROM THE TOP CENTER OF THE
 CK4202'UNDERGROUND TELEPHONE CABLE PEDESTAL,
 CK4202'48.95 METERS (160.6 FT) SOUTHWEST FROM THE POWER POLE, AND
 CK4202'0.64 METER (2.100 FT) SOUTH FROM A WITNESS POST.
 CK4202'MARK IS LEVEL WITH STATION.
 CK4202'
 CK4202'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4202'STAMPED---082-211 1980 AZ MK---,
 CK4202'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4202'FLUSH WITH GROUND.  IT IS LOCATED
 CK4202'12.50 METERS (41.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4202'ROAD 92143,
 CK4202'6.400 METERS (21.00 FT) WEST FROM A TELEPHONE POLE,
 CK4202'3.50 METERS (11.50 FT) SOUTHEAST FROM A POWER POLE, AND
 CK4202'0.55 METER (1.800 FT) SOUTH FROM A WITNESS POST.
 CK4202'
 CK4202'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4202'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4202'COUNTY GA. 1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4206 ***********************************************************************
 CK4206  DESIGNATION -  BV 082 211 GADT AZ MK
 CK4206  PID         -  CK4206
 CK4206  STATE/COUNTY-  GA/JENKINS
 CK4206  USGS QUAD   -  SARDIS (1978)
 CK4206
 CK4206                         *CURRENT SURVEY CONTROL
 CK4206  ___________________________________________________________________
 CK4206* NAD 83(1994)-  32 54 31.17962(N)    081 49 03.84900(W)     ADJUSTED  
 CK4206* NAVD 88     -        74.1    (meters)     243.     (feet)  VERTCON   
 CK4206  ___________________________________________________________________
 CK4206  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CK4206  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 CK4206
 CK4206  HORZ ORDER  -  SECOND
 CK4206
 CK4206.The horizontal coordinates were established by classical geodetic methods
 CK4206.and adjusted by the National Geodetic Survey in September 1997..
 CK4206
 CK4206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4206
 CK4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4206
 CK4206.The geoid height was determined by GEOID03.
 CK4206
 CK4206;                    North         East     Units Scale Factor Converg.
 CK4206;SPC GA E     -   322,526.564   232,639.085   MT  0.99991313   +0 11 22.5
 CK4206;SPC GA E     - 1,058,155.90    763,250.06   sFT  0.99991313   +0 11 22.5
 CK4206;UTM  17      - 3,641,457.655   423,530.841   MT  0.99967210   -0 26 39.5
 CK4206
 CK4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4206!SPC GA E     -   0.99999311  x   0.99991313  =   0.99990624
 CK4206!UTM  17      -   0.99999311  x   0.99967210  =   0.99966521
 CK4206
 CK4206                          SUPERSEDED SURVEY CONTROL
 CK4206
 CK4206  NAD 83(1986)-  32 54 31.18250(N)    081 49 03.84337(W) AD(       ) 2
 CK4206  NAD 27      -  32 54 30.60655(N)    081 49 04.43172(W) AD(       ) 2
 CK4206  NGVD 29 (07/19/86)   74.3    (m)          244.     (f) VERT ANG       
 CK4206
 CK4206.Superseded values are not recommended for survey control.
 CK4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4206.See file dsdata.txt to determine how the superseded data were derived.
 CK4206
 CK4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2353141458(NAD 83)
 CK4206_MARKER: DD = SURVEY DISK
 CK4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4206+STABILITY: SURFACE MOTION
 CK4206
 CK4206  HISTORY     - Date     Condition        Report By
 CK4206  HISTORY     - 1980     MONUMENTED       GADT
 CK4206
 CK4206                          STATION DESCRIPTION
 CK4206
 CK4206'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4206'THE STATION IS LOCATED ABOUT 16.5 KM (10-1/4 MI) NORTHEAST OF
 CK4206'MILLEN, 14.5 KM (9 MI) WEST-NORTHWEST OF HILLTONIA, AND 8.5 KM
 CK4206'(5-1/4 MI) SOUTH-SOUTHWEST OF SARDIS.
 CK4206'0WNERSHIP--STATE RIGHT OF WAY.
 CK4206'
 CK4206'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 CK4206'STATE ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR
 CK4206'7.1 KM (4.4 MI) TO THE BURKE AND JENKINS COUNTY LINE.  CONTINUE
 CK4206'SOUTHWEST ALONG STATE ROUTE 23 FOR 5.15 KM (3.2 MI) TO THE
 CK4206'JUNCTION OF COUNTY PAVED ROAD 92143 CROSSING.  TURN LEFT AND
 CK4206'GO EAST ALONG COUNTY ROAD 92143 FOR 3.2 KM (2.0 MI) TO THE
 CK4206'JUNCTION OF COUNTY DIRT ROAD 30 CROSSING.  CONTINUE EAST ALONG
 CK4206'COUNTY ROAD 92143 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 CK4206'
 CK4206'THE STATION IS A STANDARD GADT DISK
 CK4206'STAMPED---082-211 1980 AZ MK---,
 CK4206'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4206'FLUSH WITH GROUND.  IT IS LOCATED
 CK4206'12.50 METERS (41.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4206'ROAD 92143,
 CK4206'6.40 METERS (21.00 FT) WEST FROM A TELEPHONE POLE,
 CK4206'3.50 METERS (11.50 FT) SOUTHEAST FROM A POWER POLE, AND
 CK4206'0.55 METER (1.800 FT) SOUTH FROM A WITNESS POST.
 CK4206'
 CK4206'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4206'COUNTY GA. 1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4211 ***********************************************************************
 CK4211  DESIGNATION -  BV 082 212 GADT
 CK4211  PID         -  CK4211
 CK4211  STATE/COUNTY-  GA/JENKINS
 CK4211  USGS QUAD   -  SARDIS (1978)
 CK4211
 CK4211                         *CURRENT SURVEY CONTROL
 CK4211  ___________________________________________________________________
 CK4211* NAD 83(1994)-  32 53 45.80609(N)    081 48 51.05929(W)     ADJUSTED  
 CK4211* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 CK4211  ___________________________________________________________________
 CK4211  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CK4211  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 CK4211
 CK4211  HORZ ORDER  -  SECOND
 CK4211
 CK4211.The horizontal coordinates were established by classical geodetic methods
 CK4211.and adjusted by the National Geodetic Survey in September 1997..
 CK4211
 CK4211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4211
 CK4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4211
 CK4211.The geoid height was determined by GEOID03.
 CK4211
 CK4211;                    North         East     Units Scale Factor Converg.
 CK4211;SPC GA E     -   321,130.007   232,976.078   MT  0.99991340   +0 11 29.2
 CK4211;SPC GA E     - 1,053,574.03    764,355.68   sFT  0.99991340   +0 11 29.2
 CK4211;UTM  17      - 3,640,057.794   423,852.288   MT  0.99967149   -0 26 32.0
 CK4211
 CK4211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4211!SPC GA E     -   0.99999064  x   0.99991340  =   0.99990404
 CK4211!UTM  17      -   0.99999064  x   0.99967149  =   0.99966213
 CK4211
 CK4211:                Primary Azimuth Mark                     Grid Az
 CK4211:SPC GA E     -  BV 082 212 GADT AZ MK                    148 12 47.3
 CK4211:UTM  17      -  BV 082 212 GADT AZ MK                    148 50 48.5
 CK4211
 CK4211|---------------------------------------------------------------------|
 CK4211| PID    Reference Object                     Distance      Geod. Az  |
 CK4211|                                                           dddmmss.s |
 CK4211| CK4201 BV 082 212 GADT AZ MK               APPROX. 1.4 KM 1482416.5 |
 CK4211| CK4212 BV 082 212 GADT RM 1                  9.722 METERS 32827     |
 CK4211|---------------------------------------------------------------------|
 CK4211
 CK4211                          SUPERSEDED SURVEY CONTROL
 CK4211
 CK4211  NAD 83(1986)-  32 53 45.80921(N)    081 48 51.05349(W) AD(       ) 2
 CK4211  NAD 27      -  32 53 45.23257(N)    081 48 51.64179(W) AD(       ) 2
 CK4211  NGVD 29 (07/19/86)   90.0    (m)          295.     (f) VERT ANG       
 CK4211
 CK4211.Superseded values are not recommended for survey control.
 CK4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4211.See file dsdata.txt to determine how the superseded data were derived.
 CK4211
 CK4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2385240058(NAD 83)
 CK4211_MARKER: DD = SURVEY DISK
 CK4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4211+STABILITY: SURFACE MOTION
 CK4211
 CK4211  HISTORY     - Date     Condition        Report By
 CK4211  HISTORY     - 1980     MONUMENTED       GADT
 CK4211
 CK4211                          STATION DESCRIPTION
 CK4211
 CK4211'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4211'THE STATION IS LOCATED ABOUT 15.8 KM (9-3/4 MI) NORTHEAST
 CK4211'OF MILLEN, 10 KM (6-1/4 MI) SOUTH-SOUTHWEST OF SARDIS, AND
 CK4211'14.5 KM (9 MI) WEST OF HILLTONIA.
 CK4211'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 CK4211'
 CK4211'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 CK4211'STATE ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR
 CK4211'7.1 KM (4.4 MI) TO THE BURKE AND JENKINS COUNTY LINE.
 CK4211'CONTINUE SOUTHWEST ALONG STATE ROUTE 23 FOR 5.15 KM (3.2 MI) TO
 CK4211'THE JUNCTION OF COUNTY PAVED ROAD 92143 CROSSING.  TURN LEFT
 CK4211'AND GO EAST ALONG COUNTY ROAD 92143 FOR 3.2 KM (2 MI) TO THE
 CK4211'JUNCTION OF COUNTY DIRT ROAD 30 CROSSING.  CONTINUE EAST ALONG
 CK4211'COUNTY ROAD 92143 FOR 1.4 KM (0.85 MI) TO THE JUNCTION OF A
 CK4211'PRIVATE DIRT ROAD TO THE LEFT AND COUNTY DIRT ROAD 24 TO THE
 CK4211'RIGHT.  TURN RIGHT AND GO SOUTHWEST ALONG COUNTY DIRT ROAD 24
 CK4211'FOR 1 KM (0.65 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 35 TO THE
 CK4211'LEFT.  TURN LEFT AND GO SOUTH ALONG COUNTY DIRT ROAD 35 FOR 0.3 KM
 CK4211'(0.2 MI) TO THE STATION ON THE LEFT.
 CK4211'
 CK4211'THE STATION IS A STANDARD GADT DISK
 CK4211'STAMPED---082-212 1980---,
 CK4211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4211'FLUSH WITH GROUND.  IT IS LOCATED
 CK4211'6.10 METERS (20.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4211'COUNTY DIRT ROAD 35,
 CK4211'13.41 METERS (44.00 FT) NORTHEAST FROM THE TOP CENTER OF AN
 CK4211'UNDERGROUND TELEPHONE CABLE PEDESTAL TO THE WEST SIDE OF THE ROAD,
 CK4211'AND
 CK4211'0.73 METER (2.40 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4211'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4211'STAMPED---082-212 1980---,
 CK4211'SET INTO AN IRREGULAR MASS OF CONCRETE .95 METERS BELOW THE SURFACE.
 CK4211'
 CK4211'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4211'STAMPED---082-212 1980 RM 1---,
 CK4211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4211'FLUSH WITH GROUND.  IT IS LOCATED
 CK4211'6.10 METERS (20.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4211'COUNTY DIRT ROAD 35,
 CK4211'16.37 METERS (53.70 FT) NORTH-NORTHEAST FROM THE UNDERGROUND
 CK4211'TELEPHONE CABLE PEDESTAL, AND
 CK4211'0.73 METER (2.40 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4211'MARK IS LEVEL WITH STATION.
 CK4211'
 CK4211'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4211'STAMPED---082-212 1980 AZ MK---,
 CK4211'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4211'FLUSH WITH GROUND.  IT IS LOCATED
 CK4211'6.71 METERS (22.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK4211'COUNTY DIRT ROAD 35,
 CK4211'26.97 METERS (88.50 FT) SOUTHEAST FROM A FENCE CORNER,
 CK4211'33.80 METERS (110.9 FT) EAST FROM A POWER POLE, AND
 CK4211'1.10 METERS (3.6 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4211'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG COUNTY
 CK4211'DIRT ROAD 35 FOR 1.45 KM (0.9 MI) TO THE AZIMUTH MARK ON THE
 CK4211'RIGHT.
 CK4211'
 CK4211'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4211'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4211'COUNTY GA.  1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4201 ***********************************************************************
 CK4201  DESIGNATION -  BV 082 212 GADT AZ MK
 CK4201  PID         -  CK4201
 CK4201  STATE/COUNTY-  GA/JENKINS
 CK4201  USGS QUAD   -  SARDIS (1978)
 CK4201
 CK4201                         *CURRENT SURVEY CONTROL
 CK4201  ___________________________________________________________________
 CK4201* NAD 83(1994)-  32 53 05.74517(N)    081 48 21.85569(W)     ADJUSTED  
 CK4201* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 CK4201  ___________________________________________________________________
 CK4201  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CK4201  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CK4201
 CK4201  HORZ ORDER  -  SECOND
 CK4201
 CK4201.The horizontal coordinates were established by classical geodetic methods
 CK4201.and adjusted by the National Geodetic Survey in September 1997..
 CK4201
 CK4201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4201
 CK4201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4201
 CK4201.The geoid height was determined by GEOID03.
 CK4201
 CK4201;                    North         East     Units Scale Factor Converg.
 CK4201;SPC GA E     -   319,898.559   233,739.216   MT  0.99991403   +0 11 44.8
 CK4201;SPC GA E     - 1,049,533.86    766,859.41   sFT  0.99991403   +0 11 44.8
 CK4201;UTM  17      - 3,638,818.284   424,601.580   MT  0.99967009   -0 26 15.6
 CK4201
 CK4201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4201!SPC GA E     -   0.99999114  x   0.99991403  =   0.99990517
 CK4201!UTM  17      -   0.99999114  x   0.99967009  =   0.99966123
 CK4201
 CK4201                          SUPERSEDED SURVEY CONTROL
 CK4201
 CK4201  NAD 83(1986)-  32 53 05.74829(N)    081 48 21.84994(W) AD(       ) 2
 CK4201  NAD 27      -  32 53 05.17070(N)    081 48 22.43886(W) AD(       ) 2
 CK4201  NGVD 29 (07/19/86)   86.8    (m)          285.     (f) VERT ANG       
 CK4201
 CK4201.Superseded values are not recommended for survey control.
 CK4201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4201.See file dsdata.txt to determine how the superseded data were derived.
 CK4201
 CK4201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2460238818(NAD 83)
 CK4201_MARKER: DD = SURVEY DISK
 CK4201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4201+STABILITY: SURFACE MOTION
 CK4201
 CK4201  HISTORY     - Date     Condition        Report By
 CK4201  HISTORY     - 1980     MONUMENTED       GADT
 CK4201
 CK4201                          STATION DESCRIPTION
 CK4201
 CK4201'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4201'THE STATION IS LOCATED ABOUT 15 KM (9-1/4 MI) NORTHEAST OF MILLEN,
 CK4201'10.8 KM (6-3/4 MI) SOUTH-SOUTHWEST OF SARDIS, AND 14 KM
 CK4201'(8-3/4 MI) WEST OF HILLTONIA.
 CK4201'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 CK4201'
 CK4201'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4201'ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR 7.1 KM
 CK4201'(4.4 MI) TO THE BURKE AND JENKINS COUNTY LINE.  CONTINUE
 CK4201'SOUTHWEST ALONG STATE ROUTE 23 FOR 5.15 KM (3.2 MI) TO THE
 CK4201'JUNCTION OF COUNTY PAVED ROAD 92143 CROSSING.  TURN LEFT AND GO
 CK4201'EAST ALONG COUNTY ROAD 92143 FOR 3.2 KM (2 MI) TO THE JUNCTION OF
 CK4201'COUNTY DIRT ROAD 30 CROSSING.  CONTINUE EAST ALONG COUNTY ROAD
 CK4201'92143 FOR 1.4 KM (0.85 MI) TO THE JUNCTION OF A PRIVATE DIRT ROAD
 CK4201'TO THE LEFT AND COUNTY DIRT ROAD 24 TO THE RIGHT.  TURN RIGHT AND
 CK4201'GO SOUTHWEST ALONG COUNTY DIRT ROAD 24 FOR 1 KM (0.65 MI) TO THE
 CK4201'JUNCTION OF COUNTY DIRT ROAD 35 TO THE LEFT.  TURN LEFT AND GO SOUTH
 CK4201'ALONG COUNTY DIRT ROAD 35 FOR 1.75 KM (1.1 MI) TO THE STATION ON
 CK4201'THE RIGHT.
 CK4201'
 CK4201'THE STATION IS A STANDARD GADT DISK
 CK4201'STAMPED---082-212 1980 AZ MK---,
 CK4201'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4201'FLUSH WITH GROUND.  IT IS LOCATED
 CK4201'06.71 METERS (22.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK4201'COUNTY DIRT ROAD 35,
 CK4201'26.97 METERS (88.50 FT) SOUTHEAST FROM A FENCE CORNER,
 CK4201'33.80 METERS (110.9 FT) EAST FROM A POWER POLE, AND
 CK4201'1.1 METERS (3.60 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4201'
 CK4201'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4201'COUNTY GA.  1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4209 ***********************************************************************
 CK4209  DESIGNATION -  BV 082 213 GADT
 CK4209  PID         -  CK4209
 CK4209  STATE/COUNTY-  GA/JENKINS
 CK4209  USGS QUAD   -  SARDIS (1978)
 CK4209
 CK4209                         *CURRENT SURVEY CONTROL
 CK4209  ___________________________________________________________________
 CK4209* NAD 83(1994)-  32 55 22.19464(N)    081 50 21.94254(W)     ADJUSTED  
 CK4209* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 CK4209  ___________________________________________________________________
 CK4209  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CK4209  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 CK4209
 CK4209  HORZ ORDER  -  SECOND
 CK4209
 CK4209.The horizontal coordinates were established by classical geodetic methods
 CK4209.and adjusted by the National Geodetic Survey in September 1997..
 CK4209
 CK4209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4209
 CK4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4209
 CK4209.The geoid height was determined by GEOID03.
 CK4209
 CK4209;                    North         East     Units Scale Factor Converg.
 CK4209;SPC GA E     -   324,091.500   230,605.062   MT  0.99991155   +0 10 40.3
 CK4209;SPC GA E     - 1,063,290.20    756,576.77   sFT  0.99991155   +0 10 40.3
 CK4209;UTM  17      - 3,643,044.624   421,514.739   MT  0.99967595   -0 27 22.5
 CK4209
 CK4209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4209!SPC GA E     -   0.99999176  x   0.99991155  =   0.99990331
 CK4209!UTM  17      -   0.99999176  x   0.99967595  =   0.99966771
 CK4209
 CK4209|---------------------------------------------------------------------|
 CK4209| PID    Reference Object                     Distance      Geod. Az  |
 CK4209|                                                           dddmmss.s |
 CK4209| CK4208 BV 082 213 GADT RM 1                 17.288 METERS 05316     |
 CK4209| CK4207 BV 082 213 GADT AZ MK               APPROX. 1.3 KM 0532233.3 |
 CK4209|---------------------------------------------------------------------|
 CK4209
 CK4209                          SUPERSEDED SURVEY CONTROL
 CK4209
 CK4209  NAD 83(1986)-  32 55 22.19727(N)    081 50 21.93728(W) AD(       ) 2
 CK4209  NAD 27      -  32 55 21.62269(N)    081 50 22.52305(W) AD(       ) 2
 CK4209  NGVD 29 (07/19/86)   82.9    (m)          272.     (f) VERT ANG       
 CK4209
 CK4209.Superseded values are not recommended for survey control.
 CK4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4209.See file dsdata.txt to determine how the superseded data were derived.
 CK4209
 CK4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2151543045(NAD 83)
 CK4209_MARKER: DD = SURVEY DISK
 CK4209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4209+STABILITY: SURFACE MOTION
 CK4209
 CK4209  HISTORY     - Date     Condition        Report By
 CK4209  HISTORY     - 1980     MONUMENTED       GADT
 CK4209
 CK4209                          STATION DESCRIPTION
 CK4209
 CK4209'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4209'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTHEAST OF MILLEN,
 CK4209'9.2 KM (5-3/4 MI) SOUTHWEST OF SARDIS, AND 17.2 KM (10-3/4 MI)
 CK4209'WEST-NORTHWEST OF HILLTONIA.
 CK4209'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4209'
 CK4209'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND STATE
 CK4209'ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR 7.15 KM
 CK4209'(4.45 MI) TO THE BRIDGE OVER BEAVER DAM CREEK AND THE
 CK4209'BURKE-JENKINS COUNTY LINE.  CONTINUE GOING SOUTHWEST ALONG STATE
 CK4209'ROUTE 23 FOR 1.55 KM (0.95 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CK4209'CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 23 FOR 1.3 KM (0.8 MI)
 CK4209'TO THE STATION ON THE RIGHT.
 CK4209'
 CK4209'THE STATION IS A STANDARD GADT DISK
 CK4209'STAMPED---082-213 1980---,
 CK4209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4209'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4209'11.58 METERS (38.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK4209'STATE ROUTE 23,
 CK4209'34.41 METERS (112.9 FT) NORTH FROM A RIGHT OF WAY MARKER (TOP
 CK4209'CENTER) TO THE SOUTH OF STATE ROUTE 23,
 CK4209'36.27 METERS (119.0 FT) NORTH FROM A POWER POLE TO THE SOUTH OF
 CK4209'STATE ROUTE 23, AND
 CK4209'0.73 METER (2.400 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK4209'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4209'STAMPED---082-213 1980---,
 CK4209'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4209'
 CK4209'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4209'STAMPED---082-213 1980 RM 1---,
 CK4209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4209'FLUSH WITH GROUND.  IT IS LOCATED
 CK4209'11.13 METERS (36.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 CK4209'STATE ROUTE 23,
 CK4209'47.15 METERS (154.7 FT) NORTH-NORTHEAST FROM THE RIGHT OF WAY
 CK4209'MARKER (TOP CENTER) TO THE SOUTH OF STATE ROUTE 23,
 CK4209'49.47 METERS (162.3 FT) NORTH-NORTHEAST FROM THE POWER POLE TO
 CK4209'THE SOUTH OF STATE ROUTE 23, AND
 CK4209'1.10 METERS (3.600 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK4209'MARK IS LEVEL WITH STATION.
 CK4209'
 CK4209'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4209'STAMPED---082-213 1980 AZ MK---,
 CK4209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4209'FLUSH WITH GROUND.  IT IS LOCATED
 CK4209'11.58 METERS (38.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK4209'STATE ROUTE 23,
 CK4209'33.29 METERS (109.2 FT) NORTHWEST FROM A POWER POLE IN THE FIELD,
 CK4209'AND
 CK4209'0.91 METER (3.000 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CK4209'
 CK4209'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4209'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4209'COUNTY GA. 1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4207 ***********************************************************************
 CK4207  DESIGNATION -  BV 082 213 GADT AZ MK
 CK4207  PID         -  CK4207
 CK4207  STATE/COUNTY-  GA/JENKINS
 CK4207  USGS QUAD   -  SARDIS (1978)
 CK4207
 CK4207                         *CURRENT SURVEY CONTROL
 CK4207  ___________________________________________________________________
 CK4207* NAD 83(1994)-  32 55 46.44071(N)    081 49 43.26121(W)     ADJUSTED  
 CK4207* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 CK4207  ___________________________________________________________________
 CK4207  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CK4207  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 CK4207
 CK4207  HORZ ORDER  -  SECOND
 CK4207
 CK4207.The horizontal coordinates were established by classical geodetic methods
 CK4207.and adjusted by the National Geodetic Survey in September 1997..
 CK4207
 CK4207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4207
 CK4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4207
 CK4207.The geoid height was determined by GEOID03.
 CK4207
 CK4207;                    North         East     Units Scale Factor Converg.
 CK4207;SPC GA E     -   324,841.537   231,607.584   MT  0.99991231   +0 11 01.4
 CK4207;SPC GA E     - 1,065,750.94    759,865.88   sFT  0.99991231   +0 11 01.4
 CK4207;UTM  17      - 3,643,783.343   422,525.262   MT  0.99967401   -0 27 01.8
 CK4207
 CK4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4207!SPC GA E     -   0.99999174  x   0.99991231  =   0.99990406
 CK4207!UTM  17      -   0.99999174  x   0.99967401  =   0.99966576
 CK4207
 CK4207                          SUPERSEDED SURVEY CONTROL
 CK4207
 CK4207  NAD 83(1986)-  32 55 46.44333(N)    081 49 43.25597(W) AD(       ) 2
 CK4207  NAD 27      -  32 55 45.86889(N)    081 49 43.84240(W) AD(       ) 2
 CK4207  NGVD 29 (07/19/86)   83.0    (m)          272.     (f) VERT ANG       
 CK4207
 CK4207.Superseded values are not recommended for survey control.
 CK4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4207.See file dsdata.txt to determine how the superseded data were derived.
 CK4207
 CK4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2252543783(NAD 83)
 CK4207_MARKER: DD = SURVEY DISK
 CK4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4207+STABILITY: SURFACE MOTION
 CK4207
 CK4207  HISTORY     - Date     Condition        Report By
 CK4207  HISTORY     - 1980     MONUMENTED       GADT
 CK4207
 CK4207                          STATION DESCRIPTION
 CK4207
 CK4207'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4207'THE STATION IS LOCATED ABOUT 17.2 KM (10-3/4 MI) NORTHEAST OF
 CK4207'MILLEN, 8 KM (5 MI) SOUTHWEST OF SARDIS, AND 16.5 KM (10-1/4 MI)
 CK4207'WEST-NORTHWEST OF HILLTONIA.
 CK4207'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4207'
 CK4207'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 AND
 CK4207'STATE ROUTE 24 IN SARDIS, GO SOUTHWEST ALONG STATE ROUTE 23 FOR
 CK4207'7.15 KM (4.45 MI) TO THE BRIDGE OVER BEAVER DAM CREEK AND THE
 CK4207'BURKE-JENKINS COUNTY LINE.  CONTINUE GOING SOUTHWEST ALONG STATE
 CK4207'ROUTE 23 FOR 1.55 KM (0.95 MI) TO THE STATION ON THE LEFT.
 CK4207'
 CK4207'THE STATION IS A STANDARD GADT DISK
 CK4207'STAMPED---082-213 1980 AZ MK---,
 CK4207'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4207'FLUSH WITH GROUND.  IT IS LOCATED
 CK4207'11.58 METERS (38.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 CK4207'STATE ROUTE 23,
 CK4207'33.29 METERS (109.2 FT) NORTHWEST FROM A POWER POLE IN THE FIELD,
 CK4207'AND
 CK4207'0.91 METER (3.000 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CK4207'
 CK4207'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4207'COUNTY GA. 1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4216 ***********************************************************************
 CK4216  DESIGNATION -  BV 082 214 GADT
 CK4216  PID         -  CK4216
 CK4216  STATE/COUNTY-  GA/JENKINS
 CK4216  USGS QUAD   -  BAY BRANCH (1978)
 CK4216
 CK4216                         *CURRENT SURVEY CONTROL
 CK4216  ___________________________________________________________________
 CK4216* NAD 83(1994)-  32 51 59.44773(N)    081 50 47.18344(W)     ADJUSTED  
 CK4216* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 CK4216  ___________________________________________________________________
 CK4216  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CK4216  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CK4216
 CK4216  HORZ ORDER  -  SECOND
 CK4216
 CK4216.The horizontal coordinates were established by classical geodetic methods
 CK4216.and adjusted by the National Geodetic Survey in September 1997..
 CK4216
 CK4216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4216
 CK4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4216
 CK4216.The geoid height was determined by GEOID03.
 CK4216
 CK4216;                    North         East     Units Scale Factor Converg.
 CK4216;SPC GA E     -   317,844.194   229,968.276   MT  0.99991107   +0 10 25.6
 CK4216;SPC GA E     - 1,042,793.83    754,487.59   sFT  0.99991107   +0 10 25.6
 CK4216;UTM  17      - 3,636,806.206   420,809.070   MT  0.99967732   -0 27 33.7
 CK4216
 CK4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4216!SPC GA E     -   0.99999080  x   0.99991107  =   0.99990187
 CK4216!UTM  17      -   0.99999080  x   0.99967732  =   0.99966812
 CK4216
 CK4216|---------------------------------------------------------------------|
 CK4216| PID    Reference Object                     Distance      Geod. Az  |
 CK4216|                                                           dddmmss.s |
 CK4216| CK4217 BV 082 214 GADT RM 1                 12.546 METERS 32341     |
 CK4216| CK4218 BV 082 214 GADT RM 2                281.866 METERS 32345     |
 CK4216| CK4193 BRINSON                             APPROX. 5.1 KM 3541506.8 |
 CK4216|---------------------------------------------------------------------|
 CK4216
 CK4216                          SUPERSEDED SURVEY CONTROL
 CK4216
 CK4216  NAD 83(1986)-  32 51 59.45057(N)    081 50 47.17802(W) AD(       ) 2
 CK4216  NAD 27      -  32 51 58.87099(N)    081 50 47.76680(W) AD(       ) 2
 CK4216  NGVD 29 (07/19/86)   88.9    (m)          292.     (f) VERT ANG       
 CK4216
 CK4216.Superseded values are not recommended for survey control.
 CK4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4216.See file dsdata.txt to determine how the superseded data were derived.
 CK4216
 CK4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2080936806(NAD 83)
 CK4216_MARKER: DD = SURVEY DISK
 CK4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4216+STABILITY: SURFACE MOTION
 CK4216
 CK4216  HISTORY     - Date     Condition        Report By
 CK4216  HISTORY     - 1980     MONUMENTED       GADT
 CK4216
 CK4216                          STATION DESCRIPTION
 CK4216
 CK4216'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4216'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) NORTHEAST OF MILLEN,
 CK4216'14.5 KM (9 MI) SOUTH-SOUTHWEST OF SARDIS, AND 17.8 KM (11 MI)
 CK4216'WEST OF HILLTONIA.
 CK4216'OWNERSHIP--DON GODBEE,
 CK4216'ROUTE 3 BOX 166, MILLEN GEORGIA 30442, PHONE 912-982-5927.
 CK4216'
 CK4216'TO REACH THE STATION FROM THE JENKINS COUNTY COURTHOUSE IN
 CK4216'MILLEN, GO EAST ALONG STATE ROUTE 21 FOR 0.15 KM (0.10 MI)
 CK4216'TO THE JUNCTION OF STATE ROUTE 23 TO THE LEFT.  TURN LEFT
 CK4216'GOING NORTHEAST ALONG STATE ROUTE 23 FOR 4.45 KM (2.75 MI)
 CK4216'TO THE JUNCTION OF PAVED COUNTY ROAD 193 FORKING TO THE RIGHT.
 CK4216'CONTINUE GOING NORTH ALONG STATE ROUTE 23 FOR 7.65 KM (4.75 MI)
 CK4216'TO THE JUNCTION OF DIRT COUNTY ROAD 25 TO THE RIGHT.  TURN
 CK4216'RIGHT GOING EAST ALONG COUNTY ROAD 25 FOR 3.05 KM (1.90 MI)
 CK4216'TO THE JUNCTION OF DIRT COUNTY ROAD 24 CROSSING.  CONTINUE
 CK4216'GOING EAST ALONG COUNTY ROAD 25 FOR 1.15 KM (0.7 MI) TO
 CK4216'REFERENCE MARK 2 ON THE LEFT.  CONTINUE GOING EAST ALONG COUNTY
 CK4216'ROAD 25 FOR 0.25 KM (0.15 MI) TO THE STATION ON THE LEFT.
 CK4216'
 CK4216'THE STATION IS A STANDARD GADT DISK
 CK4216'STAMPED---082-214 1980---,
 CK4216'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4216'FLUSH WITH GROUND.  IT IS LOCATED
 CK4216'6.40 METERS (21.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4216'COUNTY DIRT ROAD 25,
 CK4216'48.77 METERS (160.0 FT) NORTH FROM A POWER POLE ON THE WEST SIDE
 CK4216'OF THE ROAD, AND
 CK4216'0.70 METER (2.30 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4216'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4216'STAMPED---082-214 1980---,
 CK4216'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4216'
 CK4216'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4216'STAMPED---082-214 1980 RM 1---,
 CK4216'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4216'FLUSH WITH GROUND.  IT IS LOCATED
 CK4216'6.70 METERS (22.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF DIRT
 CK4216'COUNTY ROAD 25,
 CK4216'60.97 METERS (200.1 FT) NORTH FROM THE POWER POLE TO THE WEST OF
 CK4216'THE ROAD, AND
 CK4216'0.64 METER (2.10 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4216'MARK IS LEVEL WITH STATION.
 CK4216'
 CK4216'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK4216'STAMPED---082-214 1980 RM 2---,
 CK4216'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4216'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4216'7.01 METERS (23.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4216'COUNTY DIRT ROAD 25,
 CK4216'13.41 METERS (44.00 FT) SOUTH-SOUTHEAST FROM A 14 INCH PINE TREE,
 CK4216'33.16 METERS (108.8 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A
 CK4216'FRAME RESIDENCE, AND
 CK4216'1.10 METERS (3.60 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4216'MARK IS ABOVE STATION 0.30 METERS.
 CK4216'
 CK4216'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4216'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4216'COUNTY GA.  1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4245 ***********************************************************************
 CK4245  DESIGNATION -  BV 082 215 GADT
 CK4245  PID         -  CK4245
 CK4245  STATE/COUNTY-  GA/JENKINS
 CK4245  USGS QUAD   -  MILLEN (1978)
 CK4245
 CK4245                         *CURRENT SURVEY CONTROL
 CK4245  ___________________________________________________________________
 CK4245* NAD 83(1994)-  32 52 06.52717(N)    081 54 00.18057(W)     ADJUSTED  
 CK4245* NAVD 88     -        90.9    (meters)     298.     (feet)  VERTCON   
 CK4245  ___________________________________________________________________
 CK4245  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CK4245  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 CK4245
 CK4245  HORZ ORDER  -  SECOND
 CK4245
 CK4245.The horizontal coordinates were established by classical geodetic methods
 CK4245.and adjusted by the National Geodetic Survey in September 1997..
 CK4245
 CK4245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4245
 CK4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4245
 CK4245.The geoid height was determined by GEOID03.
 CK4245
 CK4245;                    North         East     Units Scale Factor Converg.
 CK4245;SPC GA E     -   318,048.320   224,950.613   MT  0.99990767   +0 08 40.9
 CK4245;SPC GA E     - 1,043,463.53    738,025.47   sFT  0.99990767   +0 08 40.9
 CK4245;UTM  17      - 3,637,065.710   415,795.107   MT  0.99968743   -0 29 18.6
 CK4245
 CK4245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4245!SPC GA E     -   0.99999045  x   0.99990767  =   0.99989812
 CK4245!UTM  17      -   0.99999045  x   0.99968743  =   0.99967788
 CK4245
 CK4245:                Primary Azimuth Mark                     Grid Az
 CK4245:SPC GA E     -  BV 082 215 GADT AZ MK                    032 40 20.8
 CK4245:UTM  17      -  BV 082 215 GADT AZ MK                    033 18 20.3
 CK4245
 CK4245|---------------------------------------------------------------------|
 CK4245| PID    Reference Object                     Distance      Geod. Az  |
 CK4245|                                                           dddmmss.s |
 CK4245| CK4249 BV 082 215 GADT AZ MK               APPROX. 1.1 KM 0324901.7 |
 CK4245| CK4229 BV 082 202 GADT                     129.232 METERS 19455     |
 CK4245| CK4246 BV 082 215 GADT RM 1                 14.570 METERS 21254     |
 CK4245|---------------------------------------------------------------------|
 CK4245
 CK4245                          SUPERSEDED SURVEY CONTROL
 CK4245
 CK4245  NAD 83(1986)-  32 52 06.52998(N)    081 54 00.17579(W) AD(       ) 2
 CK4245  NAD 27      -  32 52 05.95895(N)    081 54 00.75915(W) AD(       ) 2
 CK4245  NGVD 29 (07/19/86)   91.1    (m)          299.     (f) VERT ANG       
 CK4245
 CK4245.Superseded values are not recommended for survey control.
 CK4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4245.See file dsdata.txt to determine how the superseded data were derived.
 CK4245
 CK4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1579537066(NAD 83)
 CK4245_MARKER: DD = SURVEY DISK
 CK4245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4245+STABILITY: SURFACE MOTION
 CK4245
 CK4245  HISTORY     - Date     Condition        Report By
 CK4245  HISTORY     - 1980     MONUMENTED       GADT
 CK4245
 CK4245                          STATION DESCRIPTION
 CK4245
 CK4245'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4245'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTHEAST OF
 CK4245'MILLEN, 26.2 KM (16-1/4 MI) SOUTH-SOUTHEAST OF WAYNESBORO, AND
 CK4245'17.8 KM (11 MI) SOUTHWEST OF SARDIS.
 CK4245'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4245'
 CK4245'TO REACH THE STATION FROM THE JENKINS COUNTY COURTHOUSE IN MILLEN,
 CK4245'GO EAST ALONG STATE ROUTE 21 FOR 0.15 KM (0.1 MI) TO THE JUNCTION
 CK4245'OF STATE ROUTE 17 TO THE RIGHT AND STATE ROUTE 23 TO THE LEFT.
 CK4245'TURN LEFT AND GO NORTH THEN NORTHEAST ALONG STATE ROUTE 23 FOR
 CK4245'4.45 KM (2.75 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 193 FORKING
 CK4245'TO THE RIGHT.  CONTINUE NORTHEAST ALONG STATE ROUTE 23 FOR 4.1 KM
 CK4245'(2.55 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 22 TO THE RIGHT
 CK4245'AND THE STATION ON THE LEFT.
 CK4245'
 CK4245'THE STATION IS A STANDARD GADT DISK
 CK4245'STAMPED---082-215 1980---,
 CK4245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4245'FLUSH WITH GROUND.  IT IS LOCATED
 CK4245'15.73 METERS (51.60 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK4245'ROUTE 23,
 CK4245'46.36 METERS (152.1 FT) NORTHEAST FROM A POWER POLE,
 CK4245'16.15 METERS (53.00 FT) NORTHEAST FROM THE TOP CENTER OF AN
 CK4245'UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 61,
 CK4245'2.74 METERS (9.000 FT) SOUTH-SOUTHEAST FROM ANOTHER POWER POLE,
 CK4245'AND
 CK4245'0.95 METER (3.100 FT) SOUTHEAST FROM A WITNESS POST.
 CK4245'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4245'STAMPED---082-215 1980---,
 CK4245'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4245'
 CK4245'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4245'STAMPED---082-215 1980 RM 1---,
 CK4245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4245'FLUSH WITH GROUND.  IT IS LOCATED
 CK4245'16.64 METERS (54.60 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK4245'ROUTE 23,
 CK4245'31.82 METERS (104.4 FT) NORTHEAST FROM THE POWER POLE,
 CK4245'1.77 METERS (5.800 FT) EAST FROM THE TOP CENTER OF UNDERGROUND
 CK4245'TELEPHONE CABLE PEDESTAL NUMBER 61, AND
 CK4245'0.91 METER (3.000 FT) SOUTHEAST FROM A WITNESS POST.
 CK4245'MARK IS LEVEL WITH STATION.
 CK4245'
 CK4245'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4245'STAMPED---082-215 1980 AZ MK---,
 CK4245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4245'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4245'18.29 METERS (60.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK4245'ROUTE 23,
 CK4245'18.47 METERS (60.60 FT) EAST-NORTHEAST FROM A 10 INCH OAK TREE,
 CK4245'0.98 METER (3.200 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 CK4245'1.04 METERS (3.400 FT) SOUTHEAST FROM A WITNESS POST.
 CK4245'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 CK4245'STATE ROUTE 23 FOR 1.2 KM (0.75 MI) TO THE AZIMUTH MARK ON THE
 CK4245'LEFT.
 CK4245'
 CK4245'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4245'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4245'COUNTY GA. 1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4249 ***********************************************************************
 CK4249  DESIGNATION -  BV 082 215 GADT AZ MK
 CK4249  PID         -  CK4249
 CK4249  STATE/COUNTY-  GA/JENKINS
 CK4249  USGS QUAD   -  PERKINS (1978)
 CK4249
 CK4249                         *CURRENT SURVEY CONTROL
 CK4249  ___________________________________________________________________
 CK4249* NAD 83(1994)-  32 52 37.17061(N)    081 53 36.76152(W)     ADJUSTED  
 CK4249* NAVD 88     -        65.2    (meters)     214.     (feet)  VERTCON   
 CK4249  ___________________________________________________________________
 CK4249  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CK4249  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK4249
 CK4249  HORZ ORDER  -  SECOND
 CK4249
 CK4249.The horizontal coordinates were established by classical geodetic methods
 CK4249.and adjusted by the National Geodetic Survey in September 1997..
 CK4249
 CK4249.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4249
 CK4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4249
 CK4249.The geoid height was determined by GEOID03.
 CK4249
 CK4249;                    North         East     Units Scale Factor Converg.
 CK4249;SPC GA E     -   318,993.793   225,556.954   MT  0.99990805   +0 08 53.7
 CK4249;SPC GA E     - 1,046,565.47    740,014.77   sFT  0.99990805   +0 08 53.7
 CK4249;UTM  17      - 3,638,004.216   416,411.724   MT  0.99968615   -0 29 06.3
 CK4249
 CK4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4249!SPC GA E     -   0.99999449  x   0.99990805  =   0.99990254
 CK4249!UTM  17      -   0.99999449  x   0.99968615  =   0.99968064
 CK4249
 CK4249                          SUPERSEDED SURVEY CONTROL
 CK4249
 CK4249  NAD 83(1986)-  32 52 37.17337(N)    081 53 36.75667(W) AD(       ) 2
 CK4249  NAD 27      -  32 52 36.60246(N)    081 53 37.33941(W) AD(       ) 2
 CK4249  NGVD 29 (07/19/86)   65.4    (m)          215.     (f) VERT ANG       
 CK4249
 CK4249.Superseded values are not recommended for survey control.
 CK4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4249.See file dsdata.txt to determine how the superseded data were derived.
 CK4249
 CK4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1641238004(NAD 83)
 CK4249_MARKER: DD = SURVEY DISK
 CK4249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4249+STABILITY: SURFACE MOTION
 CK4249
 CK4249  HISTORY     - Date     Condition        Report By
 CK4249  HISTORY     - 1980     MONUMENTED       GADT
 CK4249
 CK4249                          STATION DESCRIPTION
 CK4249
 CK4249'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4249'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHEAST OF MILLEN,
 CK4249'25.8 KM (16 MI) SOUTH-SOUTHEAST OF WAYNESBORO, AND 16.5 KM
 CK4249'(10-1/4 MI) SOUTHWEST OF SARDIS.
 CK4249'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4249'
 CK4249'TO REACH THE STATION FROM THE JENKINS COUNTY COURTHOUSE IN
 CK4249'MILLEN, GO EAST ALONG STATE ROUTE 21 FOR 0.15 KM (0.1 MI) TO
 CK4249'THE JUNCTION OF STATE ROUTE 17 TO THE RIGHT AND STATE ROUTE 23 TO
 CK4249'THE LEFT.  TURN LEFT AND GO NORTH THEN NORTHEAST ALONG STATE
 CK4249'ROUTE 23 FOR 4.45 KM (2.75 MI) TO THE JUNCTION OF COUNTY PAVED
 CK4249'ROAD 193 FORKING TO THE RIGHT.  CONTINUE NORTHEAST ALONG STATE
 CK4249'ROUTE 23 FOR 5.3 KM (3.3 MI) TO THE STATION ON THE LEFT.
 CK4249'
 CK4249'THE STATION IS A STANDARD GADT DISK
 CK4249'STAMPED---082-215 1980 AZ MK---,
 CK4249'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4249'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4249'18.29 METERS (60.00 FT) NORTHWEST FROM THE CENTERLINE OF STATE
 CK4249'ROUTE 23,
 CK4249'18.47 METERS (60.60 FT) EAST-NORTHEAST FROM A 10 INCH OAK TREE,
 CK4249'0.98 METER (3.200 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 CK4249'1.04 METERS (3.400 FT) SOUTHEAST FROM A WITNESS POST.
 CK4249'
 CK4249'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4249'COUNTY GA. 1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4251 ***********************************************************************
 CK4251  DESIGNATION -  BV 082 216 GADT
 CK4251  PID         -  CK4251
 CK4251  STATE/COUNTY-  GA/JENKINS
 CK4251  USGS QUAD   -  PERKINS (1978)
 CK4251
 CK4251                         *CURRENT SURVEY CONTROL
 CK4251  ___________________________________________________________________
 CK4251* NAD 83(1994)-  32 54 44.07364(N)    081 54 49.00642(W)     ADJUSTED  
 CK4251* NAVD 88     -        89.7    (meters)     294.     (feet)  VERTCON   
 CK4251  ___________________________________________________________________
 CK4251  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CK4251  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 CK4251
 CK4251  HORZ ORDER  -  SECOND
 CK4251
 CK4251.The horizontal coordinates were established by classical geodetic methods
 CK4251.and adjusted by the National Geodetic Survey in September 1997..
 CK4251
 CK4251.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4251
 CK4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4251
 CK4251.The geoid height was determined by GEOID03.
 CK4251
 CK4251;                    North         East     Units Scale Factor Converg.
 CK4251;SPC GA E     -   322,898.147   223,669.737   MT  0.99990691   +0 08 15.0
 CK4251;SPC GA E     - 1,059,375.00    733,823.13   sFT  0.99990691   +0 08 15.0
 CK4251;UTM  17      - 3,641,928.340   414,568.205   MT  0.99968999   -0 29 47.2
 CK4251
 CK4251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4251!SPC GA E     -   0.99999064  x   0.99990691  =   0.99989755
 CK4251!UTM  17      -   0.99999064  x   0.99968999  =   0.99968064
 CK4251
 CK4251|---------------------------------------------------------------------|
 CK4251| PID    Reference Object                     Distance      Geod. Az  |
 CK4251|                                                           dddmmss.s |
 CK4251| CK4250 BV 082 216 GADT RM 1                 26.570 METERS 09027     |
 CK4251| CK4252 BV 082 216 GADT AZ MK               APPROX. 1.5 KM 2564429.7 |
 CK4251|---------------------------------------------------------------------|
 CK4251
 CK4251                          SUPERSEDED SURVEY CONTROL
 CK4251
 CK4251  NAD 83(1986)-  32 54 44.07632(N)    081 54 49.00091(W) AD(       ) 2
 CK4251  NAD 27      -  32 54 43.50424(N)    081 54 49.57981(W) AD(       ) 2
 CK4251  NGVD 29 (07/19/86)   89.9    (m)          295.     (f) VERT ANG       
 CK4251
 CK4251.Superseded values are not recommended for survey control.
 CK4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4251.See file dsdata.txt to determine how the superseded data were derived.
 CK4251
 CK4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1456841928(NAD 83)
 CK4251_MARKER: DD = SURVEY DISK
 CK4251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4251+STABILITY: SURFACE MOTION
 CK4251
 CK4251  HISTORY     - Date     Condition        Report By
 CK4251  HISTORY     - 1980     MONUMENTED       GADT
 CK4251
 CK4251                          STATION DESCRIPTION
 CK4251
 CK4251'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4251'THE STATION IS LOCATED ABOUT 12.5 KM (7-3/4 MI) NORTH-NORTHEAST
 CK4251'OF MILLEN, 21.8 KM (13-1/2 MI)SOUTHEAST OF WAYNESBORO, AND 16 KM
 CK4251'(10 MI) SOUTHWEST OF SARDIS.
 CK4251'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 CK4251'
 CK4251'TO REACH THE STATION FROM THE JENKINS COUNTY COURTHOUSE IN MILLEN,
 CK4251'GO NORTH ALONG COUNTY PAVED ROAD 92830 (HARVEY STREET) FOR 2.65 KM
 CK4251'(1.65 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 16 TO THE LEFT.
 CK4251'CONTINUE NORTH ALONG COUNTY PAVED ROAD 92830 FOR 2.9 KM (1.8 MI)
 CK4251'TO THE JUNCTION OF COUNTY PAVED ROAD 18 FORKING TO THE RIGHT.
 CK4251'TURN RIGHT AND GO NORTHEAST ALONG COUNTY PAVED ROAD 18 FOR 5.4 KM
 CK4251'(3.35 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 21 CROSSING.
 CK4251'CONTINUE NORTHEAST ALONG COUNTY ROAD 18 FOR 2.1 KM (1.3 MI) TO
 CK4251'THE STATION ON THE LEFT AT THE JUNCTION OF PAVED COUNTY ROAD
 CK4251'92143 CROSSING.
 CK4251'
 CK4251'THE STATION IS A STANDARD GADT DISK
 CK4251'STAMPED---082-216 1980---,
 CK4251'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4251'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4251'9.45 METERS (31.00 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY
 CK4251'PAVED ROAD 18,
 CK4251'28.04 METERS (92.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY
 CK4251'PAVED ROAD 196 (91243),
 CK4251'29.69 METERS (97.40 FT) WEST FROM A POWER POLE TO THE EAST OF
 CK4251'COUNTY PAVED ROAD 18, AND
 CK4251'1.01 METERS (3.30 FT) SOUTHEAST FROM A WITNESS POST.
 CK4251'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4251'STAMPED---082-216 1980---,
 CK4251'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4251'
 CK4251'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4251'STAMPED---082-216 1980 RM 1---,
 CK4251'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4251'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4251'12.65 METERS (41.50 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 CK4251'PAVED ROAD 18,
 CK4251'3.17 METERS (10.40 FT) WEST-NORTHWEST FROM THE POWER POLE, AND
 CK4251'1.22 METERS (4.00 FT) NORTHWEST FROM A WITNESS POST.
 CK4251'MARK IS LEVEL WITH STATION.
 CK4251'
 CK4251'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4251'STAMPED---082-216 1980 AZ MK---,
 CK4251'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4251'FLUSH WITH GROUND.  IT IS LOCATED
 CK4251'10.97 METERS (36.00 FT) NORTH FROM THE CENTERLINE OF COUNTY PAVED
 CK4251'ROAD 196 (91243),
 CK4251'5.94 METERS (19.50 FT) EAST FROM THE CENTERLINE OF THE DIRT FIELD
 CK4251'ROAD,
 CK4251'3.72 METERS (12.20 FT) SOUTHWEST FROM A 14 INCH PINE TREE, AND
 CK4251'0.98 METER (3.20 FT) SOUTH FROM A WITNESS POST.
 CK4251'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG COUNTY
 CK4251'PAVED ROAD 92143 FOR 1.5 KM (0.95 MI) TO THE AZIMUTH MARK ON THE
 CK4251'RIGHT.
 CK4251'
 CK4251'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4251'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4251'COUNTY GA.  1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4252 ***********************************************************************
 CK4252  DESIGNATION -  BV 082 216 GADT AZ MK
 CK4252  PID         -  CK4252
 CK4252  STATE/COUNTY-  GA/JENKINS
 CK4252  USGS QUAD   -  PERKINS (1978)
 CK4252
 CK4252                         *CURRENT SURVEY CONTROL
 CK4252  ___________________________________________________________________
 CK4252* NAD 83(1994)-  32 54 33.08465(N)    081 55 44.27891(W)     ADJUSTED  
 CK4252* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 CK4252  ___________________________________________________________________
 CK4252  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CK4252  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK4252
 CK4252  HORZ ORDER  -  SECOND
 CK4252
 CK4252.The horizontal coordinates were established by classical geodetic methods
 CK4252.and adjusted by the National Geodetic Survey in September 1997..
 CK4252
 CK4252.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4252
 CK4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4252
 CK4252.The geoid height was determined by GEOID03.
 CK4252
 CK4252;                    North         East     Units Scale Factor Converg.
 CK4252;SPC GA E     -   322,556.307   222,234.388   MT  0.99990609   +0 07 44.9
 CK4252;SPC GA E     - 1,058,253.48    729,113.99   sFT  0.99990609   +0 07 44.9
 CK4252;UTM  17      - 3,641,602.472   413,129.472   MT  0.99969305   -0 30 17.1
 CK4252
 CK4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4252!SPC GA E     -   0.99999229  x   0.99990609  =   0.99989838
 CK4252!UTM  17      -   0.99999229  x   0.99969305  =   0.99968534
 CK4252
 CK4252                          SUPERSEDED SURVEY CONTROL
 CK4252
 CK4252  NAD 83(1986)-  32 54 33.08732(N)    081 55 44.27338(W) AD(       ) 2
 CK4252  NAD 27      -  32 54 32.51568(N)    081 55 44.85091(W) AD(       ) 2
 CK4252  NGVD 29 (07/19/86)   79.4    (m)          260.     (f) VERT ANG       
 CK4252
 CK4252.Superseded values are not recommended for survey control.
 CK4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4252.See file dsdata.txt to determine how the superseded data were derived.
 CK4252
 CK4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1312941602(NAD 83)
 CK4252_MARKER: DD = SURVEY DISK
 CK4252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4252+STABILITY: SURFACE MOTION
 CK4252
 CK4252  HISTORY     - Date     Condition        Report By
 CK4252  HISTORY     - 1980     MONUMENTED       GADT
 CK4252
 CK4252                          STATION DESCRIPTION
 CK4252
 CK4252'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4252'THE STATION IS LOCATED ABOUT 12.5 KM (7-3/4 MI) NORTH-NORTHEAST
 CK4252'OF MILLEN, 21.8 KM (13-1/2 MI) SOUTHEAST OF WAYNESBORO, AND 16
 CK4252'KM (10 MI) SOUTHWEST OF SARDIS.
 CK4252'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 CK4252'
 CK4252'TO REACH THE STATION FROM THE JENKINS COUNTY COURTHOUSE IN MILLEN,
 CK4252'GO NORTH ALONG COUNTY PAVED ROAD 92830 (HARVEY STREET) FOR 2.65 KM
 CK4252'(1.65 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 16 TO THE LEFT.
 CK4252'CONTINUE NORTH ALONG COUNTY PAVED ROAD 92830 FOR 2.9 KM (1.8 MI)
 CK4252'TO THE JUNCTION OF COUNTY PAVED ROAD 18 FORKING TO THE RIGHT.
 CK4252'TURN RIGHT AND GO NORTHEAST ALONG COUNTY PAVED ROAD 18 FOR 5.4 KM
 CK4252'(3.35 MI) TO THE JUNCTION OF COUNTY DIRT ROAD 21 CROSSING.
 CK4252'CONTINUE NORTHEAST ALONG COUNTY ROAD 18 FOR 2.1 KM (1.3 MI) TO
 CK4252'THE JUNCTION OF PAVED COUNTY ROAD 92143 CROSSING.  TURN LEFT
 CK4252'GOING WEST ALONG COUNTY PAVED ROAD 92143 FOR 1.5 KM (0.95 MI) TO
 CK4252'THE STATION ON THE RIGHT.
 CK4252'
 CK4252'THE STATION IS A STANDARD GADT DISK
 CK4252'STAMPED---082-216 1980 AZ MK---,
 CK4252'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4252'FLUSH WITH GROUND.  IT IS LOCATED
 CK4252'10.97 METERS (36.00 FT) NORTH FROM THE CENTERLINE OF COUNTY
 CK4252'PAVED ROAD 196 (91243),
 CK4252'5.94 METERS (19.50 FT) EAST FROM THE CENTERLINE OF THE DIRT
 CK4252'FIELD ROAD,
 CK4252'3.72 METERS (12.20 FT) SOUTHWEST FROM A 14 INCH PINE TREE, AND
 CK4252'0.98 METER (3.2 FT) SOUTH FROM A WITNESS POST.
 CK4252'
 CK4252'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS
 CK4252'COUNTY GA.  1975.  REVISED JUNE 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3639 ***********************************************************************
 AB3639  DESIGNATION -  BV 082 223
 AB3639  PID         -  AB3639
 AB3639  STATE/COUNTY-  GA/JENKINS
 AB3639  USGS QUAD   -  FOUR POINTS (1978)
 AB3639
 AB3639                         *CURRENT SURVEY CONTROL
 AB3639  ___________________________________________________________________
 AB3639* NAD 83(1994)-  32 42 08.00883(N)    081 55 27.45520(W)     ADJUSTED  
 AB3639* NAVD 88     -        67.0    (meters)     220.     (feet)  VERTCON   
 AB3639  ___________________________________________________________________
 AB3639  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AB3639  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AB3639
 AB3639  HORZ ORDER  -  SECOND
 AB3639
 AB3639.The horizontal coordinates were established by classical geodetic methods
 AB3639.and adjusted by the National Geodetic Survey in September 1997..
 AB3639
 AB3639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3639
 AB3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3639
 AB3639.The geoid height was determined by GEOID03.
 AB3639
 AB3639;                    North         East     Units Scale Factor Converg.
 AB3639;SPC GA E     -   299,606.829   222,724.124   MT  0.99990637   +0 07 51.4
 AB3639;SPC GA E     -   982,960.07    730,720.73   sFT  0.99990637   +0 07 51.4
 AB3639;UTM  17      - 3,618,653.887   413,365.940   MT  0.99969255   -0 29 57.8
 AB3639
 AB3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3639!SPC GA E     -   0.99999415  x   0.99990637  =   0.99990052
 AB3639!UTM  17      -   0.99999415  x   0.99969255  =   0.99968671
 AB3639
 AB3639                          SUPERSEDED SURVEY CONTROL
 AB3639
 AB3639  NAD 83(1986)-  32 42 08.01010(N)    081 55 27.45359(W) AD(       ) 2
 AB3639  NGVD 29 (05/08/96)   67.2    (m)          220.     (f) VERT ANG       
 AB3639
 AB3639.Superseded values are not recommended for survey control.
 AB3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3639.See file dsdata.txt to determine how the superseded data were derived.
 AB3639
 AB3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1336618654(NAD 83)
 AB3639_MARKER: DD = SURVEY DISK
 AB3639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3639
 AB3639  HISTORY     - Date     Condition        Report By
 AB3639  HISTORY     - 1981     MONUMENTED       GADT
 AB3639
 AB3639                          STATION DESCRIPTION
 AB3639
 AB3639'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3639'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) WEST OF SCARBORO, 9.65 KM
 AB3639'(6 MI) NORTHWEST OF ROCKY FORD, AND 11.25 KM (7 MI) SOUTH OF MILLEN.
 AB3639'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 AB3639'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 WITH U.S.
 AB3639'HIGHWAY 25 (STATE ROUTES 67 AND 121) LOCATED ABOUT 6.45 KM (4 MI)
 AB3639'SOUTHWEST OF MILLEN, GO SOUTH ALONG U.S. HIGHWAY 25 FOR 1.5 KM (0.95
 AB3639'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92518 CROSSING.  (SHOWN IN
 AB3639'THE COUNTY MAP AS 90733).  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD
 AB3639'92518 FOR 7.25 KM (4.5 MI) TO THE JUNCTION OF COUNTY ROAD 157 TO THE
 AB3639'RIGHT, AND COUNTY ROAD 158 FORKING TO THE RIGHT.  CONTINUE GOING
 AB3639'SOUTHEAST ALONG COUNTY ROAD 92518 FOR 0.3 KM (0.2 MI) TO THE AZIMUTH
 AB3639'MARK ON THE RIGHT. CONTINUE SOUTHEASTERLY ALONG COUNTY ROAD 92518 FOR
 AB3639'0.9 KM (0.55 MI) TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 AB3639'THE STATION IS A STANDARD GADT DISK STAMPED---082-223 1981---, SET
 AB3639'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3639'WITH GROUND.  IT IS LOCATED 11.43 METERS (37.50 FT) SOUTHWEST FROM THE
 AB3639'CENTERLINE OF COUNTY ROAD 92518 (90733), 27.88 METERS (91.50 FT) WEST
 AB3639'FROM A POWER POLE ON THE NORTH SIDE OF THE COUNTY ROAD, 28.65 METERS
 AB3639'(94.00 FT) SOUTHWEST FROM THE WESTERN MOST CORNER OF A CONCRETE BLOCK
 AB3639'HOUSE ON THE NORTH SIDE OF THE COUNTY ROAD, 35.66 METERS (117.0 FT)
 AB3639'NORTH-NORTHWEST FROM A POWER POLE ON THE SOUTH SIDE OF THE COUNTY
 AB3639'ROAD, 25.11 METERS (82.40 FT) NORTH-NORTHEAST FROM THE SOUTHEAST
 AB3639'CORNER OF A BARN AND 1.31 METERS (4.3 FT) SOUTH-SOUTHEAST FROM A
 AB3639'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3639'STAMPED---082-223 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3639'METERS BELOW THE SURFACE.
 AB3639'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---082-223
 AB3639'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3639'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.66 METERS (31.70 FT)
 AB3639'SOUTHWEST FROM THE CENTERLINE OF THE COUNTY ROAD, 30.63 METERS (100.5
 AB3639'FT) WEST FROM THE WESTERN MOST CORNER OF THE CONCRETE BLOCK HOUSE,
 AB3639'33.43 METERS (109.7 FT) SOUTHEAST FROM A POWER POLE ON THE SOUTH SIDE
 AB3639'OF THE ROAD, AND 17.83 METERS (58.50 FT) EAST FROM THE NORTHEAST
 AB3639'CORNER OF A BARN. MARK IS LEVEL WITH STATION.
 AB3639'AZIMUTH MARK N0 1 IS A STANDARD GADT DISK STAMPED---082-223 1981 AZ
 AB3639'MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AB3639'GROUND. IT IS LOCATED 11.67 METERS (38.30 FT) SOUTHWEST FROM THE
 AB3639'CENTERLINE OF THE COUNTY ROAD, 2.89 METERS (9.5 FT) EAST FROM A 12
 AB3639'INCH PINE TREE WITH A POSTED SIGN ATTACHED, 78.72 METERS (258.3 FT)
 AB3639'WEST FROM THE NORTHWEST END OF A 12 INCH CONCRETE PIPE UNDER A FIELD
 AB3639'ROAD TO THE EAST, AND 0.7 METERS (2.3 FT) NORTHEAST FROM A WITNESS
 AB3639'POST.
 AB3639'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---082-223 1981 AZ
 AB3639'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND
 AB3639'SURFACE.
 AB3639'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3639'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3639'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3640 ***********************************************************************
 AB3640  DESIGNATION -  BV 082 223 AZ MK
 AB3640  PID         -  AB3640
 AB3640  STATE/COUNTY-  GA/JENKINS
 AB3640  USGS QUAD   -  FOUR POINTS (1978)
 AB3640
 AB3640                         *CURRENT SURVEY CONTROL
 AB3640  ___________________________________________________________________
 AB3640* NAD 83(1994)-  32 42 21.12228(N)    081 55 53.97243(W)     ADJUSTED  
 AB3640* NAVD 88     -        61.7    (meters)     202.     (feet)  VERTCON   
 AB3640  ___________________________________________________________________
 AB3640  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AB3640  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AB3640
 AB3640  HORZ ORDER  -  SECOND
 AB3640
 AB3640.The horizontal coordinates were established by classical geodetic methods
 AB3640.and adjusted by the National Geodetic Survey in September 1997..
 AB3640
 AB3640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3640
 AB3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3640
 AB3640.The geoid height was determined by GEOID03.
 AB3640
 AB3640;                    North         East     Units Scale Factor Converg.
 AB3640;SPC GA E     -   300,009.200   222,032.626   MT  0.99990598   +0 07 37.1
 AB3640;SPC GA E     -   984,280.18    728,452.04   sFT  0.99990598   +0 07 37.1
 AB3640;UTM  17      - 3,619,063.754   412,679.056   MT  0.99969402   -0 30 12.4
 AB3640
 AB3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3640!SPC GA E     -   0.99999498  x   0.99990598  =   0.99990096
 AB3640!UTM  17      -   0.99999498  x   0.99969402  =   0.99968900
 AB3640
 AB3640                          SUPERSEDED SURVEY CONTROL
 AB3640
 AB3640  NAD 83(1986)-  32 42 21.12363(N)    081 55 53.97077(W) AD(       ) 2
 AB3640  NGVD 29 (05/08/96)   61.9    (m)          203.     (f) VERT ANG       
 AB3640
 AB3640.Superseded values are not recommended for survey control.
 AB3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3640.See file dsdata.txt to determine how the superseded data were derived.
 AB3640
 AB3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1267919064(NAD 83)
 AB3640_MARKER: DD = SURVEY DISK
 AB3640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3640
 AB3640  HISTORY     - Date     Condition        Report By
 AB3640  HISTORY     - 1981     MONUMENTED       GADT
 AB3640
 AB3640                          STATION DESCRIPTION
 AB3640
 AB3640'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3640'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) WEST OF SCARBORO, 10.45
 AB3640'KM (6.5 MI) NORTHWEST OF ROCKY FORD, AND 11.25 KM (7 MI) SOUTH OF
 AB3640'MILLEN. OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 AB3640'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 WITH U.S.
 AB3640'HIGHWAY 25 (STATE ROUTES 67 AND 121) LOCATED ABOUT 6.45 KM (4 MI)
 AB3640'SOUTHWEST OF MILLEN.  GO SOUTH ALONG U.S. HIGHWAY 25 FOR 1.5 KM (0.95
 AB3640'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92518 CROSSING.  (SHOWN AS
 AB3640'90733 IN THE COUNTY MAP).  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD
 AB3640'92518 FOR 7.25 KM (4.5 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 157 TO
 AB3640'THE RIGHT, AND DIRT COUNTY ROAD 158 FORKING TO THE RIGHT.  CONTINUE
 AB3640'GOING SOUTHEAST ALONG COUNTY ROAD 92518 FOR 0.3 KM (0.2 MI) TO THE
 AB3640'STATION ON THE RIGHT.
 AB3640'THE STATION IS A STANDARD GADT DISK STAMPED---082-223 1981 AZ MK---,
 AB3640'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3640'FLUSH WITH GROUND.  IT IS LOCATED 11.67 METERS (38.30 FT) SOUTHWEST
 AB3640'FROM THE CENTERLINE OF THE COUNTY ROAD, 2.89 METERS (9.5 FT) EAST FROM
 AB3640'A 12 INCH PINE TREE WITH A POSTED SIGN ATTACHED, 78.72 METERS (258.3
 AB3640'FT) WEST FROM THE NORTHWEST END OF A 12 INCH CONCRETE PIPE UNDER A
 AB3640'FIELD ROAD TO THE EAST, AND 0.7 METERS (2.3 FT) NORTHEAST FROM A
 AB3640'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3640'STAMPED---082-223 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3640'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3640'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3640'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3640'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3641 ***********************************************************************
 AB3641  DESIGNATION -  BV 082 223 RM 1
 AB3641  PID         -  AB3641
 AB3641  STATE/COUNTY-  GA/JENKINS
 AB3641  USGS QUAD   -  FOUR POINTS (1978)
 AB3641
 AB3641                         *CURRENT SURVEY CONTROL
 AB3641  ___________________________________________________________________
 AB3641* NAD 83(1994)-  32 42 08.36962(N)    081 55 28.18791(W)     ADJUSTED  
 AB3641* NAVD 88     -        66.46   (+/-2cm)     218.0    (feet)  VERTCON   
 AB3641  ___________________________________________________________________
 AB3641  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AB3641  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 AB3641
 AB3641  HORZ ORDER  -  SECOND
 AB3641  VERT ORDER  -  THIRD (See Below)
 AB3641
 AB3641.The horizontal coordinates were established by classical geodetic methods
 AB3641.and adjusted by the National Geodetic Survey in September 1997..
 AB3641
 AB3641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3641.The vertical order pertains to the NGVD 29 superseded value.
 AB3641
 AB3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3641
 AB3641.The geoid height was determined by GEOID03.
 AB3641
 AB3641;                    North         East     Units Scale Factor Converg.
 AB3641;SPC GA E     -   299,617.898   222,705.016   MT  0.99990635   +0 07 51.0
 AB3641;SPC GA E     -   982,996.39    730,658.04   sFT  0.99990635   +0 07 51.0
 AB3641;UTM  17      - 3,618,665.163   413,346.959   MT  0.99969259   -0 29 58.2
 AB3641
 AB3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3641!SPC GA E     -   0.99999424  x   0.99990635  =   0.99990059
 AB3641!UTM  17      -   0.99999424  x   0.99969259  =   0.99968683
 AB3641
 AB3641                          SUPERSEDED SURVEY CONTROL
 AB3641
 AB3641  NAD 83(1986)-  32 42 08.37089(N)    081 55 28.18628(W) AD(       ) 2
 AB3641  NGVD 29 (05/08/96)   66.69   (m)          218.8    (f) LEVELING    3  
 AB3641
 AB3641.Superseded values are not recommended for survey control.
 AB3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3641.See file dsdata.txt to determine how the superseded data were derived.
 AB3641
 AB3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1334718665(NAD 83)
 AB3641_MARKER: DD = SURVEY DISK
 AB3641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3641
 AB3641  HISTORY     - Date     Condition        Report By
 AB3641  HISTORY     - 1981     MONUMENTED       GADT
 AB3641
 AB3641                          STATION DESCRIPTION
 AB3641
 AB3641'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3641'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) WEST OF SCARBORO, 9.65 KM
 AB3641'(6 MI) NORTHWEST OF ROCKY FORD, AND 11.25 KM (7 MI) SOUTH OF MILLEN.
 AB3641'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 AB3641'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 23 WITH U.S.
 AB3641'HIGHWAY 25 (STATE ROUTES 67 AND 121) LOCATED ABOUT 6.45 KM (4 MI)
 AB3641'SOUTHWEST OF MILLEN, GO SOUTH ALONG U.S. HIGHWAY 25 FOR 1.5 KM (0.95
 AB3641'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92518 CROSSING. (SHOWN AS
 AB3641'90733 ON THE COUNTY MAP).  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD
 AB3641'92518 FOR 7.25 KM (4.5 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 157 TO
 AB3641'THE RIGHT, AND DIRT COUNTY ROAD 158 FORKING TO THE RIGHT.  CONTINUE
 AB3641'GOING SOUTHEAST ALONG COUNTY ROAD 92518 FOR 1.2 KM (0.75 MI) TO THE
 AB3641'TOP OF THE HILL AND THE STATION ON THE RIGHT.
 AB3641'THE STATION IS A STANDARD GADT DISK STAMPED---082-223 1981 RM 1---,
 AB3641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3641'FLUSH WITH GROUND.  IT IS LOCATED 9.66 METERS (31.70 FT) SOUTHWEST
 AB3641'FROM THE CENTERLINE OF THE COUNTY ROAD, 30.63 METERS (100.5 FT) WEST
 AB3641'FROM THE WESTERN MOST CORNER OF A CONCRETE BLOCK HOUSE, 33.43 METERS
 AB3641'(109.7 FT) SOUTHEAST FROM A POWER POLE ON THE SOUTH SIDE OF THE ROAD,
 AB3641'AND 17.83 METERS (58.50 FT) EAST FROM THE NORTH EAST CORNER OF A BARN.
 AB3641'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3641'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3641'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3642 ***********************************************************************
 AB3642  DESIGNATION -  BV 082 224
 AB3642  PID         -  AB3642
 AB3642  STATE/COUNTY-  GA/JENKINS
 AB3642  USGS QUAD   -  FOUR POINTS (1978)
 AB3642
 AB3642                         *CURRENT SURVEY CONTROL
 AB3642  ___________________________________________________________________
 AB3642* NAD 83(1994)-  32 44 13.91805(N)    081 52 57.09954(W)     ADJUSTED  
 AB3642* NAVD 88     -        73.8    (meters)     242.     (feet)  VERTCON   
 AB3642  ___________________________________________________________________
 AB3642  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AB3642  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AB3642
 AB3642  HORZ ORDER  -  SECOND
 AB3642
 AB3642.The horizontal coordinates were established by classical geodetic methods
 AB3642.and adjusted by the National Geodetic Survey in September 1997..
 AB3642
 AB3642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3642
 AB3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3642
 AB3642.The geoid height was determined by GEOID03.
 AB3642
 AB3642;                    North         East     Units Scale Factor Converg.
 AB3642;SPC GA E     -   303,494.867   226,629.528   MT  0.99990874   +0 09 13.2
 AB3642;SPC GA E     -   995,716.08    743,533.71   sFT  0.99990874   +0 09 13.2
 AB3642;UTM  17      - 3,622,497.861   417,313.037   MT  0.99968430   -0 28 38.2
 AB3642
 AB3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3642!SPC GA E     -   0.99999309  x   0.99990874  =   0.99990183
 AB3642!UTM  17      -   0.99999309  x   0.99968430  =   0.99967740
 AB3642
 AB3642                          SUPERSEDED SURVEY CONTROL
 AB3642
 AB3642  NAD 83(1986)-  32 44 13.91886(N)    081 52 57.09741(W) AD(       ) 2
 AB3642  NGVD 29 (05/08/96)   74.1    (m)          243.     (f) VERT ANG       
 AB3642
 AB3642.Superseded values are not recommended for survey control.
 AB3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3642.See file dsdata.txt to determine how the superseded data were derived.
 AB3642
 AB3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1731322498(NAD 83)
 AB3642_MARKER: DD = SURVEY DISK
 AB3642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3642
 AB3642  HISTORY     - Date     Condition        Report By
 AB3642  HISTORY     - 1981     MONUMENTED       GADT
 AB3642
 AB3642                          STATION DESCRIPTION
 AB3642
 AB3642'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3642'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH OF SCARBORO, 9.25
 AB3642'KM (5.75 MI) SOUTH-SOUTHEAST OF MILLEN, AND 9.65 KM (6 MI)
 AB3642'NORTH-NORTHWEST OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3642'WAY.
 AB3642'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (WINTHROPE
 AB3642'STREET) AND STATE ROUTE 17 (SOUTH MASONIC STREET) LOCATED ONE BLOCK
 AB3642'EAST OF THE COURTHOUSE IN MILLEN, GO SOUTH AND THEN SOUTHEAST ALONG
 AB3642'STATE ROUTE 17 FOR 7 KM (4.35 MI) TO THE JUNCTION OF COUNTY PAVED ROAD
 AB3642'62 TO THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 1.7 KM
 AB3642'(1.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 61 TO THE LEFT.
 AB3642'CONTINUE GOING SOUTHERLY ALONG STATE ROUTE 17 FOR 0.32 KM (0.2 MI) TO
 AB3642'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTHERLY ALONG STATE
 AB3642'ROUTE 17 FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 AB3642'THE STATION IS A STANDARD GADT DISK STAMPED---082-224 1981---, SET
 AB3642'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3642'WITH GROUND.  IT IS LOCATED 15.69 METERS (51.50 FT) EAST FROM THE
 AB3642'CENTERLINE OF STATE ROUTE 17, 33.83 METERS (111.0 FT) NORTHEAST FROM
 AB3642'THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A WOODS ROAD TO THE
 AB3642'WEST, 34.53 METERS (113.3 FT) EAST-SOUTHEAST FROM A POWER POLE ON THE
 AB3642'WEST SIDE OF STATE ROUTE 17, 25.24 METERS (81.50 FT) SOUTH-SOUTHEAST
 AB3642'FROM THE SOUTH END OF A CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 AB3642'AND 1.52 METERS (5.0 FT) WEST FROM A WITNESS POST. THE UNDERGROUND
 AB3642'MARK IS A STANDARD GADT DISK STAMPED---082-224 1981---, SET INTO AN
 AB3642'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3642'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---082-224
 AB3642'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3642'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.18 METERS (36.70 FT)
 AB3642'EAST FROM THE CENTERLINE OF STATE ROUTE 17, 3.26 METERS (10.70 FT)
 AB3642'SOUTHEAST FROM THE SOUTH END OF AN 18 INCH CONCRETE PIPE UNDER A
 AB3642'DRIVEWAY TO THE EAST, 10.50 METERS (34.50 FT) WEST-SOUTHWEST FROM A
 AB3642'PULL POLE ON THE EAST SIDE OF STATE ROUTE 17, 34.53 METERS (113.3 FT)
 AB3642'EAST FROM THE POWER POLE ON THE WEST SIDE OF STATE ROUTE 17, 49.98
 AB3642'METERS (164.0 FT) NORTH-NORTHEAST FROM THE NORTH END OF THE 15 INCH
 AB3642'CONCRETE PIPE UNDER THE WOODS ROAD TO THE WEST, MARK IS LEVEL WITH
 AB3642'STATION.
 AB3642'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---082-224 1981
 AB3642'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3642'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.60 METERS (31.50 FT) EAST
 AB3642'FROM THE CENTERLINE OF STATE ROUTE 17, 22.46 METERS (73.70 FT)
 AB3642'EAST-SOUTHEAST FROM A POWER POLE ON THE WEST SIDE OF STATE ROUTE 17,
 AB3642'21.95 METERS (72.00 FT) EAST-SOUTHEAST FROM AN 18 INCH CONCRETE PIPE
 AB3642'UNDER A FIELD ROAD TO THE WEST, 6.49 METERS (21.30 FT) SOUTHEAST FROM
 AB3642'A PULL POLE ON THE EAST SIDE OF THE ROAD, AND 1.06 METERS (3.5 FT)
 AB3642'NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3642'STANDARD GADT DISK STAMPED---082 224 1981 AZ MK---, SET IN AN
 AB3642'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND SURFACE.
 AB3642'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3642'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3642'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3643 ***********************************************************************
 AB3643  DESIGNATION -  BV 082 224 AZ MK
 AB3643  PID         -  AB3643
 AB3643  STATE/COUNTY-  GA/JENKINS
 AB3643  USGS QUAD   -  FOUR POINTS (1978)
 AB3643
 AB3643                         *CURRENT SURVEY CONTROL
 AB3643  ___________________________________________________________________
 AB3643* NAD 83(1994)-  32 44 30.59728(N)    081 53 04.90003(W)     ADJUSTED  
 AB3643* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 AB3643  ___________________________________________________________________
 AB3643  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AB3643  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AB3643
 AB3643  HORZ ORDER  -  SECOND
 AB3643
 AB3643.The horizontal coordinates were established by classical geodetic methods
 AB3643.and adjusted by the National Geodetic Survey in September 1997..
 AB3643
 AB3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3643
 AB3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3643
 AB3643.The geoid height was determined by GEOID03.
 AB3643
 AB3643;                    North         East     Units Scale Factor Converg.
 AB3643;SPC GA E     -   304,008.088   226,425.087   MT  0.99990861   +0 09 09.0
 AB3643;SPC GA E     -   997,399.87    742,862.97   sFT  0.99990861   +0 09 09.0
 AB3643;UTM  17      - 3,623,013.187   417,114.304   MT  0.99968471   -0 28 42.7
 AB3643
 AB3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3643!SPC GA E     -   0.99999311  x   0.99990861  =   0.99990172
 AB3643!UTM  17      -   0.99999311  x   0.99968471  =   0.99967782
 AB3643
 AB3643                          SUPERSEDED SURVEY CONTROL
 AB3643
 AB3643  NAD 83(1986)-  32 44 30.59812(N)    081 53 04.89783(W) AD(       ) 2
 AB3643  NGVD 29 (05/08/96)   74.0    (m)          243.     (f) VERT ANG       
 AB3643
 AB3643.Superseded values are not recommended for survey control.
 AB3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3643.See file dsdata.txt to determine how the superseded data were derived.
 AB3643
 AB3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1711423013(NAD 83)
 AB3643_MARKER: DD = SURVEY DISK
 AB3643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3643
 AB3643  HISTORY     - Date     Condition        Report By
 AB3643  HISTORY     - 1981     MONUMENTED       GADT
 AB3643
 AB3643                          STATION DESCRIPTION
 AB3643
 AB3643'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3643'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) NORTH OF SCARBORO, 8.45
 AB3643'KM (5.25 MI) SOUTH-SOUTHEAST OF MILLEN, AND 10.45 KM (6.5 MI)
 AB3643'NORTH-NORTHWEST OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3643'WAY.
 AB3643'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (WINTHROPE
 AB3643'STREET) AND STATE ROUTE 17 (SOUTH MASONIC STREET) LOCATED ONE BLOCK
 AB3643'EAST OF THE COURTHOUSE IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 7
 AB3643'KM (4.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 62 TO THE LEFT.
 AB3643'CONTINUE GOING SOUTHERLY ALONG STATE ROUTE 17 FOR 1.7 KM (1.05 MI) TO
 AB3643'THE JUNCTION OF DIRT COUNTY ROAD 61 TO THE LEFT.  CONTINUE GOING
 AB3643'SOUTHERLY ALONG STATE ROUTE 17 FOR 0.3 KM (0.2 MI) TO THE STATION ON
 AB3643'THE LEFT.
 AB3643'THE STATION IS A STANDARD GADT DISK STAMPED---082-224 1981 AZ MK---,
 AB3643'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3643'FLUSH WITH GROUND.  IT IS LOCATED 9.6 METERS (31.50 FT) EAST FROM THE
 AB3643'CENTERLINE OF STATE ROUTE 17, 22.46 METERS (73.70 FT) EAST-SOUTHEAST
 AB3643'FROM A POWER POLE ON THE WEST SIDE OF STATE ROUTE 17, 21.95 METERS
 AB3643'(72.00 FT) EAST-SOUTHEAST FROM AN 18 INCH CONCRETE PIPE UNDER A FIELD
 AB3643'ROAD TO THE WEST, 6.49 METERS (21.30 FT) SOUTHEAST FROM A PULL POLE ON
 AB3643'THE EAST SIDE OF THE ROAD, AND 1.06 METERS (3.50 FT) NORTH-NORTHEAST
 AB3643'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3643'STAMPED---082-224 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3643'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3643'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3643'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3643'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3644 ***********************************************************************
 AB3644  DESIGNATION -  BV 082 224 RM 1
 AB3644  PID         -  AB3644
 AB3644  STATE/COUNTY-  GA/JENKINS
 AB3644  USGS QUAD   -  FOUR POINTS (1978)
 AB3644
 AB3644                         *CURRENT SURVEY CONTROL
 AB3644  ___________________________________________________________________
 AB3644* NAD 83(1994)-  32 44 14.59750(N)    081 52 57.41217(W)     ADJUSTED  
 AB3644* NAVD 88     -        73.82   (+/-2cm)     242.2    (feet)  VERTCON   
 AB3644  ___________________________________________________________________
 AB3644  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AB3644  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AB3644
 AB3644  HORZ ORDER  -  SECOND
 AB3644  VERT ORDER  -  THIRD (See Below)
 AB3644
 AB3644.The horizontal coordinates were established by classical geodetic methods
 AB3644.and adjusted by the National Geodetic Survey in September 1997..
 AB3644
 AB3644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3644.The vertical order pertains to the NGVD 29 superseded value.
 AB3644
 AB3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3644
 AB3644.The geoid height was determined by GEOID03.
 AB3644
 AB3644;                    North         East     Units Scale Factor Converg.
 AB3644;SPC GA E     -   303,515.774   226,621.333   MT  0.99990874   +0 09 13.0
 AB3644;SPC GA E     -   995,784.67    743,506.82   sFT  0.99990874   +0 09 13.0
 AB3644;UTM  17      - 3,622,518.852   417,305.074   MT  0.99968432   -0 28 38.4
 AB3644
 AB3644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3644!SPC GA E     -   0.99999310  x   0.99990874  =   0.99990184
 AB3644!UTM  17      -   0.99999310  x   0.99968432  =   0.99967742
 AB3644
 AB3644                          SUPERSEDED SURVEY CONTROL
 AB3644
 AB3644  NAD 83(1986)-  32 44 14.59832(N)    081 52 57.41004(W) AD(       ) 2
 AB3644  NGVD 29 (05/08/96)   74.05   (m)          242.9    (f) LEVELING    3  
 AB3644
 AB3644.Superseded values are not recommended for survey control.
 AB3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3644.See file dsdata.txt to determine how the superseded data were derived.
 AB3644
 AB3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1730522519(NAD 83)
 AB3644_MARKER: DD = SURVEY DISK
 AB3644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3644
 AB3644  HISTORY     - Date     Condition        Report By
 AB3644  HISTORY     - 1981     MONUMENTED       GADT
 AB3644
 AB3644                          STATION DESCRIPTION
 AB3644
 AB3644'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3644'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH OF SCARBORO, 9.25
 AB3644'KM (5.75 MI) SOUTH-SOUTHEAST OF MILLEN, AND 9.65 KM (6 MI)
 AB3644'NORTH-NORTHWEST OF ROCKY FORD. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3644'WAY.
 AB3644'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21 (WINTHROPE
 AB3644'STREET) AND STATE ROUTE 17 (SOUTH MASONIC STREET) LOCATED ONE BLOCK
 AB3644'EAST OF THE COURTHOUSE IN MILLEN, GO SOUTH AND THEN SOUTHEAST ALONG
 AB3644'STATE ROUTE 17 FOR 7 KM (4.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3644'62 TO THE LEFT.  CONTINUE GOING SOUTHERLY ALONG STATE ROUTE 17 FOR 1.7
 AB3644'KM (1.05 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 61 TO THE LEFT.
 AB3644'CONTINUE GOING SOUTHERLY ALONG STATE ROUTE 17 FOR 0.9 KM (0.55 MI) TO
 AB3644'THE STATION ON THE LEFT.
 AB3644'THE STATION IS A STANDARD GADT DISK STAMPED---082-224 1981 RM 1---,
 AB3644'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3644'FLUSH WITH GROUND.  IT IS LOCATED 11.18 METERS (36.70 FT) EAST FROM
 AB3644'THE CENTERLINE OF STATE ROUTE 17, 3.26 METERS (10.70 FT) SOUTHEAST
 AB3644'FROM THE SOUTH END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE
 AB3644'EAST, 10.50 METERS (34.50 FT) WEST-SOUTHWEST FROM A PULL POLE ON THE
 AB3644'EAST SIDE OF THE ROAD, 34.53 METERS (113.3 FT) EAST FROM A POWER POLE
 AB3644'ON THE WEST SIDE OF STATE ROUTE 17, 49.98 METERS (164.0 FT)
 AB3644'NORTH-NORTHEAST FROM THE NORTH END OF A FIFTEEN INCH CONCRETE PIPE
 AB3644'UNDER A WOODS ROAD TO THE WEST.
 AB3644'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3644'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3644'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3645 ***********************************************************************
 AB3645  DESIGNATION -  BV 082 225
 AB3645  PID         -  AB3645
 AB3645  STATE/COUNTY-  GA/JENKINS
 AB3645  USGS QUAD   -  FOUR POINTS (1978)
 AB3645
 AB3645                         *CURRENT SURVEY CONTROL
 AB3645  ___________________________________________________________________
 AB3645* NAD 83(1994)-  32 39 54.25006(N)    081 56 32.48265(W)     ADJUSTED  
 AB3645* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 AB3645  ___________________________________________________________________
 AB3645  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AB3645  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AB3645
 AB3645  HORZ ORDER  -  SECOND
 AB3645
 AB3645.The horizontal coordinates were established by classical geodetic methods
 AB3645.and adjusted by the National Geodetic Survey in September 1997..
 AB3645
 AB3645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3645
 AB3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3645
 AB3645.The geoid height was determined by GEOID03.
 AB3645
 AB3645;                    North         East     Units Scale Factor Converg.
 AB3645;SPC GA E     -   295,483.031   221,039.288   MT  0.99990546   +0 07 15.8
 AB3645;SPC GA E     -   969,430.58    725,193.06   sFT  0.99990546   +0 07 15.8
 AB3645;UTM  17      - 3,614,549.733   411,636.226   MT  0.99969628   -0 30 31.1
 AB3645
 AB3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3645!SPC GA E     -   0.99999309  x   0.99990546  =   0.99989855
 AB3645!UTM  17      -   0.99999309  x   0.99969628  =   0.99968937
 AB3645
 AB3645                          SUPERSEDED SURVEY CONTROL
 AB3645
 AB3645  NAD 83(1986)-  32 39 54.25161(N)    081 56 32.47687(W) AD(       ) 2
 AB3645  NGVD 29 (05/08/96)   73.9    (m)          242.     (f) VERT ANG       
 AB3645
 AB3645.Superseded values are not recommended for survey control.
 AB3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3645.See file dsdata.txt to determine how the superseded data were derived.
 AB3645
 AB3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1163614550(NAD 83)
 AB3645_MARKER: DD = SURVEY DISK
 AB3645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3645
 AB3645  HISTORY     - Date     Condition        Report By
 AB3645  HISTORY     - 1981     MONUMENTED       GADT
 AB3645
 AB3645                          STATION DESCRIPTION
 AB3645
 AB3645'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3645'THE STATION IS LOCATED ABOUT 8.2 KM (5 MI) SOUTHWEST OF SCARBORO,
 AB3645'10.45 KM (6.5 MI) WEST OF ROCKY FORD, AND 14 KM (8.75 MI) NORTH OF
 AB3645'PORTAL. OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 AB3645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 AB3645'67) WITH STATE ROUTE 121 ABOUT 8.4 KM (5.2 MI) SOUTH-SOUTHWEST OF
 AB3645'MILLEN, GO SOUTHERLY ALONG U.S. HIGHWAY 25 FOR 6.75 KM (4.2 MI) TO THE
 AB3645'JUNCTION OF PAVED COUNTY ROAD 91115 TO THE RIGHT.  CONTINUE GOING
 AB3645'SOUTHERLY ALONG U.S. HIGHWAY 25 FOR 2.65 KM (1.65 MI) TO THE JUNCTION
 AB3645'OF PAVED COUNTY ROAD 146 CROSSING.  TURN RIGHT GOING WEST ALONG COUNTY
 AB3645'ROAD 146 FOR 0.15 KM (0.1 MI) TO THE STATION ON THE LEFT.
 AB3645'THE STATION IS A STANDARD GADT DISK STAMPED---082-225 1981---, SET
 AB3645'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3645'WITH GROUND.  IT IS LOCATED 11.79 METERS (38.70 FT) SOUTH FROM THE
 AB3645'CENTERLINE OF COUNTY ROAD 146, 24.99 METERS (82.00 FT) SOUTH-SOUTHEAST
 AB3645'FROM A TELEPHONE PEDESTAL ON THE NORTH SIDE OF THE ROAD, 39.16 METERS
 AB3645'(128.5 FT) WEST FROM A POWER POLE WITH A TRANSFORMER ON THE SOUTH SIDE
 AB3645'OF THE COUNTY ROAD, AND 0.91 METER (3.00 FT) NORTH FROM A WITNESS POST
 AB3645'SET AT A FENCELINE ON THE SOUTH SIDE OF THE ROAD. THE UNDERGROUND MARK
 AB3645'IS A STANDARD GADT DISK STAMPED---082-225 1981---, SET INTO AN
 AB3645'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3645'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---082-225
 AB3645'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3645'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.18 METERS (36.70 FT)
 AB3645'SOUTH FROM THE CENTERLINE OF COUNTY ROAD 146, 37.94 METERS (124.5 FT)
 AB3645'EAST-SOUTHEAST FROM THE TELEPHONE PEDESTAL ON THE NORTH SIDE OF THE
 AB3645'ROAD, 17.55 METERS (57.60 FT) WEST-NORTHWEST FROM THE POWER POLE WITH
 AB3645'THE TRANSFORMER, 1.73 METERS (5.70 FT) NORTH FROM A WITNESS POST SET
 AB3645'AT THE FENCE LINE. MARK IS BELOW STATION .60 METERS.
 AB3645'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---082-225 1981
 AB3645'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3645'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.50 METERS (31.20 FT)
 AB3645'NORTH FROM THE CENTERLINE OF THE ROAD, 60.42 METERS (198.9 FT)
 AB3645'NORTHEAST FROM A POWER POLE AT THE WEST ENTRANCE OF A CIRCULAR DRIVE
 AB3645'ON THE SOUTH SIDE OF THE ROAD, 1.09 METERS (3.60 FT) WEST FROM A POWER
 AB3645'POLE NUMBER 4 ON THE NORTH SIDE OF THE ROAD, AND 0.79 METER (2.6 FT)
 AB3645'WEST FROM A WITNESS POST. TO REACH AZIMUTH MARK FROM THE STATION
 AB3645'PROCEED THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---082-225
 AB3645'1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 AB3645'THE SURFACE OF THE GROUND. TO REACH THE AZIMUTH MARK FROM THE JUNCTION
 AB3645'OF COUNTY ROAD 146 WITH U.S. HIGHWAY 25, GO EAST ALONG COUNTY ROAD 146
 AB3645'FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.
 AB3645'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3645'GEORGIA 1975.  REVISE AUGUST 1976.
 AB3645'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3646 ***********************************************************************
 AB3646  DESIGNATION -  BV 082 225 AZ MK
 AB3646  PID         -  AB3646
 AB3646  STATE/COUNTY-  GA/JENKINS
 AB3646  USGS QUAD   -  FOUR POINTS (1978)
 AB3646
 AB3646                         *CURRENT SURVEY CONTROL
 AB3646  ___________________________________________________________________
 AB3646* NAD 83(1994)-  32 40 03.84535(N)    081 56 04.47527(W)     ADJUSTED  
 AB3646* NAVD 88     -        73.0    (meters)     240.     (feet)  VERTCON   
 AB3646  ___________________________________________________________________
 AB3646  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AB3646  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 AB3646
 AB3646  HORZ ORDER  -  SECOND
 AB3646
 AB3646.The horizontal coordinates were established by classical geodetic methods
 AB3646.and adjusted by the National Geodetic Survey in September 1997..
 AB3646
 AB3646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3646
 AB3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3646
 AB3646.The geoid height was determined by GEOID03.
 AB3646
 AB3646;                    North         East     Units Scale Factor Converg.
 AB3646;SPC GA E     -   295,780.155   221,768.355   MT  0.99990584   +0 07 31.0
 AB3646;SPC GA E     -   970,405.39    727,585.01   sFT  0.99990584   +0 07 31.0
 AB3646;UTM  17      - 3,614,838.766   412,368.362   MT  0.99969469   -0 30 16.1
 AB3646
 AB3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3646!SPC GA E     -   0.99999320  x   0.99990584  =   0.99989905
 AB3646!UTM  17      -   0.99999320  x   0.99969469  =   0.99968790
 AB3646
 AB3646                          SUPERSEDED SURVEY CONTROL
 AB3646
 AB3646  NAD 83(1986)-  32 40 03.84683(N)    081 56 04.46946(W) AD(       ) 2
 AB3646  NGVD 29 (05/08/96)   73.2    (m)          240.     (f) VERT ANG       
 AB3646
 AB3646.Superseded values are not recommended for survey control.
 AB3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3646.See file dsdata.txt to determine how the superseded data were derived.
 AB3646
 AB3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1236814839(NAD 83)
 AB3646_MARKER: DD = SURVEY DISK
 AB3646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3646
 AB3646  HISTORY     - Date     Condition        Report By
 AB3646  HISTORY     - 1981     MONUMENTED       GADT
 AB3646
 AB3646                          STATION DESCRIPTION
 AB3646
 AB3646'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3646'THE STATION IS LOCATED ABOUT 7.5 KM (4.75 MI) SOUTHWEST OF SCARBORO,
 AB3646'9.8 KM (6 MI) WEST OF ROCKY FORD, AND 14.3 KM (9 MI) NORTH OF PORTAL.
 AB3646'OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 AB3646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 AB3646'67) WITH STATE ROUTE 121, GO SOUTHERLY ALONG U.S. HIGHWAY 25 FOR 6.75
 AB3646'KM (4.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91115 TO THE
 AB3646'RIGHT.CONTINUE SOUTHERLY ALONG U.S. HIGHWAY 25 FOR 2.65 KM (1.65 MI)
 AB3646'TO THE JUNCTION OF PAVED COUNTY ROAD 146 CROSSING. TURN LEFT GOING
 AB3646'EAST ALONG COUNTY ROAD 146 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE
 AB3646'LEFT.
 AB3646'THE STATION IS A STANDARD GADT DISK STAMPED---082-225 1981 AZ MK---,
 AB3646'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3646'FLUSH WITH GROUND.  IT IS LOCATED 9.50 METERS (31.20 FT) NORTH FROM
 AB3646'THE CENTERLINE OF THE ROAD, 60.62 METERS (198.9 FT) NORTHEAST FROM A
 AB3646'POWER POLE AT THE WEST ENTRANCE OF A CIRCULAR DRIVE ON THE SOUTH SIDE
 AB3646'OF THE ROAD, 1.09 METERS (3.6 FT) WEST FROM A POWER POLE NUMBER 4 ON
 AB3646'THE NORTH SIDE OF THE ROAD, AND 0.79 METER (2.6 FT) WEST FROM A
 AB3646'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3646'STAMPED---082-225 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3646'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3646'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3646'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3646'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3647 ***********************************************************************
 AB3647  DESIGNATION -  BV 082 225 RM 1
 AB3647  PID         -  AB3647
 AB3647  STATE/COUNTY-  GA/JENKINS
 AB3647  USGS QUAD   -  FOUR POINTS (1978)
 AB3647
 AB3647                         *CURRENT SURVEY CONTROL
 AB3647  ___________________________________________________________________
 AB3647* NAD 83(1994)-  32 39 54.52585(N)    081 56 31.68391(W)     ADJUSTED  
 AB3647* NAVD 88     -        72.82   (+/-2cm)     238.9    (feet)  VERTCON   
 AB3647  ___________________________________________________________________
 AB3647  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AB3647  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 AB3647
 AB3647  HORZ ORDER  -  SECOND
 AB3647  VERT ORDER  -  THIRD (See Below)
 AB3647
 AB3647.The horizontal coordinates were established by classical geodetic methods
 AB3647.and adjusted by the National Geodetic Survey in September 1997..
 AB3647
 AB3647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3647.The vertical order pertains to the NGVD 29 superseded value.
 AB3647
 AB3647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3647
 AB3647.The geoid height was determined by GEOID03.
 AB3647
 AB3647;                    North         East     Units Scale Factor Converg.
 AB3647;SPC GA E     -   295,491.570   221,060.080   MT  0.99990547   +0 07 16.3
 AB3647;SPC GA E     -   969,458.59    725,261.28   sFT  0.99990547   +0 07 16.3
 AB3647;UTM  17      - 3,614,558.041   411,657.107   MT  0.99969623   -0 30 30.7
 AB3647
 AB3647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3647!SPC GA E     -   0.99999323  x   0.99990547  =   0.99989870
 AB3647!UTM  17      -   0.99999323  x   0.99969623  =   0.99968946
 AB3647
 AB3647                          SUPERSEDED SURVEY CONTROL
 AB3647
 AB3647  NAD 83(1986)-  32 39 54.52739(N)    081 56 31.67813(W) AD(       ) 2
 AB3647  NGVD 29 (05/08/96)   73.04   (m)          239.6    (f) LEVELING    3  
 AB3647
 AB3647.Superseded values are not recommended for survey control.
 AB3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3647.See file dsdata.txt to determine how the superseded data were derived.
 AB3647
 AB3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1165714558(NAD 83)
 AB3647_MARKER: DD = SURVEY DISK
 AB3647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3647
 AB3647  HISTORY     - Date     Condition        Report By
 AB3647  HISTORY     - 1981     MONUMENTED       GADT
 AB3647
 AB3647                          STATION DESCRIPTION
 AB3647
 AB3647'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3647'THE STATION IS LOCATED ABOUT 8.2 KM (5 MI) SOUTHWEST OF SCARBORO,
 AB3647'10.45 KM (6.5 MI) WEST OF ROCKY FORD, AND 14 KM (8.75 MI) NORTH OF
 AB3647'PORTAL. OWNERSHIP--JENKINS COUNTY RIGHT OF WAY.
 AB3647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE ROUTE
 AB3647'67) WITH STATE ROUTE 121 ABOUT 8.4 KM (5.2 MI) SOUTH-SOUTHWEST OF
 AB3647'MILLEN, GO SOUTHERLY ALONG U.S. HIGHWAY 25 FOR 6.75 KM (4.2 MI) TO THE
 AB3647'JUNCTION OF PAVED COUNTY ROAD 91115 TO THE RIGHT.  CONTINUE SOUTHERLY
 AB3647'ALONG U.S. HIGHWAY 25 FOR 2.65 KM (1.65 MI) TO THE JUNCTION OF PAVED
 AB3647'COUNTY ROAD 146 CROSSING.  TURN RIGHT GOING WEST ALONG COUNTY ROAD 146
 AB3647'FOR 0.15 KM (0.1 MI) TO THE STATION ON THE LEFT.
 AB3647'THE STATION IS A STANDARD GADT DISK STAMPED---082-225 1981 RM 1---,
 AB3647'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3647'FLUSH WITH GROUND.  IT IS LOCATED 11.18 METERS (36.7 FT) SOUTH FROM
 AB3647'THE CENTERLINE OF THE ROAD, 37.94 METERS (124.5 FT) EAST-SOUTHEAST
 AB3647'FROM A TELEPHONE PEDESTAL ON THE NORTH SIDE OF THE ROAD, 17.55 METERS
 AB3647'(57.60 FT) WEST-NORTHWEST FROM A POWER POLE WITH A TRANSFORMER ON THE
 AB3647'SOUTH SIDE OF THE ROAD, AND 1.73 METERS (5.7 FT) NORTH FROM A WITNESS
 AB3647'POST SET AT A FENCELINE ON THE SOUTH SIDE OF THE ROAD.
 AB3647'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP JENKINS COUNTY
 AB3647'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3647'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2292 ***********************************************************************
 CL2292  DESIGNATION -  BV 083 200
 CL2292  PID         -  CL2292
 CL2292  STATE/COUNTY-  GA/JOHNSON
 CL2292  USGS QUAD   -  LOVETT (1985)
 CL2292
 CL2292                         *CURRENT SURVEY CONTROL
 CL2292  ___________________________________________________________________
 CL2292* NAD 83(1994)-  32 44 03.43129(N)    082 51 14.99498(W)     ADJUSTED  
 CL2292* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL2292  ___________________________________________________________________
 CL2292  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CL2292  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CL2292
 CL2292  HORZ ORDER  -  SECOND
 CL2292
 CL2292.The horizontal coordinates were established by classical geodetic methods
 CL2292.and adjusted by the National Geodetic Survey in September 1997..
 CL2292
 CL2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2292
 CL2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2292
 CL2292.The geoid height was determined by GEOID03.
 CL2292
 CL2292;                    North         East     Units Scale Factor Converg.
 CL2292;SPC GA E     -   303,345.189   135,564.950   MT  0.99995118   -0 22 18.4
 CL2292;SPC GA E     -   995,225.01    444,766.01   sFT  0.99995118   -0 22 18.4
 CL2292;UTM  17      - 3,623,351.006   326,261.596   MT  0.99997221   -1 00 10.4
 CL2292
 CL2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2292!SPC GA E     -   0.99998877  x   0.99995118  =   0.99993995
 CL2292!UTM  17      -   0.99998877  x   0.99997221  =   0.99996098
 CL2292
 CL2292|---------------------------------------------------------------------|
 CL2292| PID    Reference Object                     Distance      Geod. Az  |
 CL2292|                                                           dddmmss.s |
 CL2292| CL2293 BV 083 200 GADT PTA                  25.903 METERS 23730     |
 CL2292| CY7281 BV 083 200 AZ MK                                   3511651.3 |
 CL2292|---------------------------------------------------------------------|
 CL2292
 CL2292                          SUPERSEDED SURVEY CONTROL
 CL2292
 CL2292  NAD 83(1986)-  32 44 03.43582(N)    082 51 14.99338(W) AD(       ) 2
 CL2292  NAD 27      -  32 44 02.85858(N)    082 51 15.48188(W) AD(       ) 2
 CL2292  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL2292
 CL2292.Superseded values are not recommended for survey control.
 CL2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2292.See file dsdata.txt to determine how the superseded data were derived.
 CL2292
 CL2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2626223351(NAD 83)
 CL2292_MARKER: DD = SURVEY DISK
 CL2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2292_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2292
 CL2292  HISTORY     - Date     Condition        Report By
 CL2292  HISTORY     - 1977     MONUMENTED       GADT
 CL2292
 CL2292                          STATION DESCRIPTION
 CL2292
 CL2292'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2292'THE STATION IS ABOUT 8 MILES WEST OF WRIGHTSVILLE, 8-1/4 MILES
 CL2292'NORTHWEST OF LOVETT, AND 10 MILES SOUTH-SOUTHEAST OF OCONEE ON
 CL2292'COUNTY RIGHT OF WAY.
 CL2292'
 CL2292'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 57 AND 15
 CL2292'IN WRIGHTSVILLE, GO WEST ALONG STATE ROUTE 57 FOR 3.5 MILES TO
 CL2292'THE JUNCTION OF PAVED COUNTY ROAD 91722 CROSSING. CONTINUE GOING
 CL2292'WEST ALONG STATE ROUTE 57 FOR 2.45 MILES TO THE JUNCTION OF
 CL2292'PAVED COUNTY ROAD 90586 FORKING TO THE RIGHT AND DIRT COUNTY
 CL2292'ROAD 57 REVERSE FORKING TO THE LEFT. CONTINUE GOING WEST ALONG
 CL2292'STATE ROUTE 57 FOR 3.0 MILES TO THE JUNCTION OF PAVED COUNTY
 CL2292'ROAD 25 CROSSING. TURN LEFT GOING SOUTH ALONG COUNTY ROAD 25
 CL2292'FOR 1.65 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 CL2292'SOUTH ALONG COUNTY ROAD 25 FOR 0.25 MILE TO THE STATION ON
 CL2292'THE LEFT.
 CL2292'
 CL2292'THE STATION IS LOCATED 37 FEET EAST OF THE CENTERLINE OF THE
 CL2292'ROAD, 37.4 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A
 CL2292'TRANSFORMER, 86.4 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE
 CL2292'PEDESTAL, 162.6 FEET SOUTHEAST OF A 30 INCH PECAN TREE ON THE
 CL2292'WEST SIDE OF THE ROAD, 102.7 FEET SOUTHEAST OF A FENCE CORNER
 CL2292'POST AT A POWER POLE ON THE WEST SIDE OF THE ROAD, AND 2.5 FEET
 CL2292'WEST OF A WITNESS POST SET AT A FENCELINE. IT IS A STANDARD
 CL2292'BRASS DISK STAMPED---083-200 1977---, SET IN THE TOP OF A 10
 CL2292'INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF
 CL2292'THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION
 CL2292'IS A STANDARD DISK STAMPED---083-200 1977---, SET IN THE TOP
 CL2292'OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.70 METER BELOW
 CL2292'THE SURFACE OF THE GROUND.
 CL2292'
 CL2292'THE AZIMUTH MARK IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 CL2292'THE ROAD, 28.9 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST,
 CL2292'35.5 FEET SOUTH-SOUTHEAST OF A 40 INCH OAK TREE, 50.4 FEET EAST-
 CL2292'SOUTHEAST OF THE WESTERN MOST AND LATCH POST OF A METAL GATE
 CL2292'IN AN EAST-WEST FENCELINE, AND 2.4 FEET EAST OF A WITNESS POST
 CL2292'SET AT A FENCELINE. IT IS A STANDARD DISK STAMPED---083-200
 CL2292'1977 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2292'POST 1 INCH BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2292'EMBEDDED.
 CL2292'
 CL2292'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2319 ***********************************************************************
 CL2319  DESIGNATION -  BV 083 201
 CL2319  PID         -  CL2319
 CL2319  STATE/COUNTY-  GA/JOHNSON
 CL2319  USGS QUAD   -  COW HELL SWAMP (1974)
 CL2319
 CL2319                         *CURRENT SURVEY CONTROL
 CL2319  ___________________________________________________________________
 CL2319* NAD 83(1994)-  32 44 57.60232(N)    082 53 59.04493(W)     ADJUSTED  
 CL2319* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL2319  ___________________________________________________________________
 CL2319  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CL2319  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CL2319
 CL2319  HORZ ORDER  -  SECOND
 CL2319
 CL2319.The horizontal coordinates were established by classical geodetic methods
 CL2319.and adjusted by the National Geodetic Survey in September 1997..
 CL2319
 CL2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2319
 CL2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2319
 CL2319.The geoid height was determined by GEOID03.
 CL2319
 CL2319;                    North         East     Units Scale Factor Converg.
 CL2319;SPC GA E     -   305,042.478   131,305.459   MT  0.99995817   -0 23 47.7
 CL2319;SPC GA E     - 1,000,793.53    430,791.33   sFT  0.99995817   -0 23 47.7
 CL2319;UTM  17      - 3,625,095.166   322,020.948   MT  0.99999060   -1 01 40.7
 CL2319
 CL2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2319!SPC GA E     -   0.99998845  x   0.99995817  =   0.99994662
 CL2319!UTM  17      -   0.99998845  x   0.99999060  =   0.99997905
 CL2319
 CL2319:                Primary Azimuth Mark                     Grid Az
 CL2319:SPC GA E     -  BV 083 201 AZ MK                         199 26 08.9
 CL2319:UTM  17      -  BV 083 201 AZ MK                         200 04 01.9
 CL2319
 CL2319|---------------------------------------------------------------------|
 CL2319| PID    Reference Object                     Distance      Geod. Az  |
 CL2319|                                                           dddmmss.s |
 CL2319| CY7282 BV 083 201 AZ MK                                   1990221.2 |
 CL2319| CL2320 BV 083 201 GADT PTA                  27.368 METERS 35838     |
 CL2319|---------------------------------------------------------------------|
 CL2319
 CL2319                          SUPERSEDED SURVEY CONTROL
 CL2319
 CL2319  NAD 83(1986)-  32 44 57.60698(N)    082 53 59.04306(W) AD(       ) 2
 CL2319  NAD 27      -  32 44 57.03419(N)    082 53 59.53429(W) AD(       ) 2
 CL2319  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL2319
 CL2319.Superseded values are not recommended for survey control.
 CL2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2319.See file dsdata.txt to determine how the superseded data were derived.
 CL2319
 CL2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2202125095(NAD 83)
 CL2319_MARKER: DD = SURVEY DISK
 CL2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2319
 CL2319  HISTORY     - Date     Condition        Report By
 CL2319  HISTORY     - 1977     MONUMENTED       GADT
 CL2319
 CL2319                          STATION DESCRIPTION
 CL2319
 CL2319'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2319'THE STATION IS ABOUT 8-1/4 MILES SOUTH-SOUTHEAST OF OCINEE, 10-
 CL2319'1/2 MILES WEST OF WRIGHTSVILLE, AND 10-1/2 MILES NORTHWEST OF
 CL2319'LOVETT ON COUNTY RIGHT OF WAY.
 CL2319'
 CL2319'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 68 AND 57
 CL2319'LOCATED APPROXIMATELY 5-1/2 MILES SOUTH-SOUTHEAST OF OCONEE, GO
 CL2319'EAST ALONG STATE ROUTE 57 FOR 2.2 MILES TO THE JUNCTION OF
 CL2319'COUNTY ROAD 67 (DIRT TO THE LEFT AND PAVED TO THE RIGHT)
 CL2319'CROSSING. TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 67 FOR 1.35
 CL2319'MILES TO THE STATION ON THE LEFT.
 CL2319'
 CL2319'THE STATION IS LOCATED 41.5 FEET EAST-SOUTHEAST OF THE CENTER
 CL2319'LINE OF THE ROAD, 19.1 FEET SOUTHEAST OF THE SOUTH END OF AN
 CL2319'18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE SOUTHEAST,
 CL2319'32.0 FEET SOUTH-SOUTHEAST OF THE NORTH END OF THE 18 INCH
 CL2319'CONCRETE CULVERT UNDER THE DRIVEWAY TO THE SOUTHEAST, 44.3
 CL2319'FEET SOUTH OF THE SOUTH END OF ANOTHER 18 INCH CONCRETE CULVERT
 CL2319'UNDER ANOTHER DRIVEWAY TO THE SOUTHEAST, 106.0 FEET WEST-
 CL2319'NORTHWEST OF THE WESTERN MOST CORNER OF AN ABANDONED CHICKEN
 CL2319'HOUSE, AND 2.7 FEET NORTHWEST OF A WITNESS POST SET AT A
 CL2319'FENCE CORNER. IT IS A STANDARD BRASS DISK STAMPED---083-201
 CL2319'1977---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2319'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2319'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL2319'STAMPED---083-201 1977--- SET IN THE TOP OF A 5 INCH CONCRETE
 CL2319'CYLINDER APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE
 CL2319'GROUND.
 CL2319'
 CL2319'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 CL2319'ALONG COUNTY ROAD 67 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 CL2319'LEFT. IT IS LOCATED 39 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 CL2319'THE ROAD, 132 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 CL2319'CENTER LINES OF COUNTY ROAD 67 AND DIRT COUNTY ROAD 70, 152.5
 CL2319'FEET SOUTHWEST OF A 28 INCH CHINABERRY TREE ON THE NORTHEAST
 CL2319'SIDE OF COUNTY ROAD 70, AND 2.0 FEET NORTHWEST OF A WITNESS
 CL2319'POST. IT IS A STANDARD DISK STAMPED---083-201 1977 AZMK---,
 CL2319'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES
 CL2319'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2319'
 CL2319'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2290 ***********************************************************************
 CL2290  DESIGNATION -  BV 083 202
 CL2290  PID         -  CL2290
 CL2290  STATE/COUNTY-  GA/JOHNSON
 CL2290  USGS QUAD   -  LOVETT (1985)
 CL2290
 CL2290                         *CURRENT SURVEY CONTROL
 CL2290  ___________________________________________________________________
 CL2290* NAD 83(1994)-  32 44 23.98646(N)    082 45 01.13905(W)     ADJUSTED  
 CL2290* NAVD 88     -       110.     (meters)     361.     (feet)  VERTCON   
 CL2290  ___________________________________________________________________
 CL2290  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CL2290  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CL2290
 CL2290  HORZ ORDER  -  SECOND
 CL2290
 CL2290.The horizontal coordinates were established by classical geodetic methods
 CL2290.and adjusted by the National Geodetic Survey in September 1997..
 CL2290
 CL2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2290
 CL2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2290
 CL2290.The geoid height was determined by GEOID03.
 CL2290
 CL2290;                    North         East     Units Scale Factor Converg.
 CL2290;SPC GA E     -   303,919.965   145,301.713   MT  0.99993688   -0 18 56.4
 CL2290;SPC GA E     -   997,110.75    476,710.70   sFT  0.99993688   -0 18 56.4
 CL2290;UTM  17      - 3,623,818.498   336,004.176   MT  0.99993163   -0 56 48.6
 CL2290
 CL2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2290!SPC GA E     -   0.99998722  x   0.99993688  =   0.99992410
 CL2290!UTM  17      -   0.99998722  x   0.99993163  =   0.99991885
 CL2290
 CL2290|---------------------------------------------------------------------|
 CL2290| PID    Reference Object                     Distance      Geod. Az  |
 CL2290|                                                           dddmmss.s |
 CL2290| CL2291 BV 083 202 GADT PTA                  28.471 METERS 25223     |
 CL2290| CY7283 BV 083 202 AZ MK                                   2622235.1 |
 CL2290|---------------------------------------------------------------------|
 CL2290
 CL2290                          SUPERSEDED SURVEY CONTROL
 CL2290
 CL2290  NAD 83(1986)-  32 44 23.99115(N)    082 45 01.13736(W) AD(       ) 2
 CL2290  NAD 27      -  32 44 23.41253(N)    082 45 01.64170(W) AD(       ) 2
 CL2290  NGVD 29 (07/19/86)  110.     (m)          361.     (f) VERT ANG       
 CL2290
 CL2290.Superseded values are not recommended for survey control.
 CL2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2290.See file dsdata.txt to determine how the superseded data were derived.
 CL2290
 CL2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3600423818(NAD 83)
 CL2290_MARKER: DD = SURVEY DISK
 CL2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2290
 CL2290  HISTORY     - Date     Condition        Report By
 CL2290  HISTORY     - 1977     MONUMENTED       GADT
 CL2290
 CL2290                          STATION DESCRIPTION
 CL2290
 CL2290'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2290'THE STATION IS ABOUT 2 MILES WEST-NORTHWEST OF WRIGHTSVILLE,
 CL2290'6-1/4 MILES SOUTH-SOUTHWEST OF HARRISON, AND 7 MILES NORTH OF
 CL2290'LOVETT ON STATE RIGHT OF WAY.
 CL2290'
 CL2290'TO REACH THE STATION FROM THE NORTHERN MOST JUNCTION OF STATE
 CL2290'ROUTE 57 AND STATE ROUTE 15 IN WRIGHTSVILLE, GO WEST-NORTHWEST
 CL2290'ALONG STATE ROUTE 57 FOR 1.75 MILE TO THE JUNCTION OF DIRT
 CL2290'COUNTY ROAD 90 FORKING TO THE RIGHT. CONTINUE GOING WEST ALONG
 CL2290'STATE ROUTE 57 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CL2290'
 CL2290'THE STATION IS LOCATED 47.5 FEET SOUTH-SOUTHEAST OF THE CENTER
 CL2290'LINE OF THE HIGHWAY, 120.5 FEET SOUTHEAST OF THE EASTERN MOST
 CL2290'ONE OF TWO UNDERGROUND TELEPHONE CABLE PEDESTALS NEXT TO A
 CL2290'WOODEN POST ABOUT 7 FEET TALL ON THE NORTH SIDE OF THE HIGHWAY,
 CL2290'165.7 FEET EAST-SOUTHEAST OF THE NEXT UNDERGROUND TELEPHONE
 CL2290'CABLE PEDESTAL TO THE WEST OF THE FIRST TWO ON THE NORTH SIDE
 CL2290'OF THE HIGHWAY, AND 2.0 FEET NORTH-NORTHWEST OF A WITNESS POST.
 CL2290'IT IS A STANDARD BRASS DISK STAMPED---083-202 1977---, SET IN
 CL2290'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW
 CL2290'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2290'UNDERGROUND STATION IS A STANDARD DISK STAMPED---083-202
 CL2290'1977---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2290'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL2290'
 CL2290'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG STATE
 CL2290'ROUTE 57 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT. IT IS
 CL2290'LOCATED 35 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CL2290'11.7 FEET EAST OF THE NORTHERN MOST CORNER OF A WELL, 11.6 FEET
 CL2290'NORTHEAST OF THE EASTERN MOST CORNER OF THE WELL, 128.8 FEET
 CL2290'WEST-NORTHWEST OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE,
 CL2290'AND 1.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST. IT IS A
 CL2290'STANDARD DISK STAMPED---083-202 1977 AZMK---, SET IN THE TOP
 CL2290'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2290'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2290'
 CL2290'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2351 ***********************************************************************
 CL2351  DESIGNATION -  BV 083 203
 CL2351  PID         -  CL2351
 CL2351  STATE/COUNTY-  GA/JOHNSON
 CL2351  USGS QUAD   -  IRWINS CROSSROADS (1981)
 CL2351
 CL2351                         *CURRENT SURVEY CONTROL
 CL2351  ___________________________________________________________________
 CL2351* NAD 83(1994)-  32 47 32.75206(N)    082 49 44.28599(W)     ADJUSTED  
 CL2351* NAVD 88     -       117.     (meters)     384.     (feet)  VERTCON   
 CL2351  ___________________________________________________________________
 CL2351  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CL2351  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CL2351
 CL2351  HORZ ORDER  -  SECOND
 CL2351
 CL2351.The horizontal coordinates were established by classical geodetic methods
 CL2351.and adjusted by the National Geodetic Survey in September 1997..
 CL2351
 CL2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2351
 CL2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2351
 CL2351.The geoid height was determined by GEOID03.
 CL2351
 CL2351;                    North         East     Units Scale Factor Converg.
 CL2351;SPC GA E     -   309,777.938   137,966.887   MT  0.99994743   -0 21 31.4
 CL2351;SPC GA E     - 1,016,329.78    452,646.36   sFT  0.99994743   -0 21 31.4
 CL2351;UTM  17      - 3,629,757.000   328,734.340   MT  0.99996169   -0 59 26.9
 CL2351
 CL2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2351!SPC GA E     -   0.99998610  x   0.99994743  =   0.99993354
 CL2351!UTM  17      -   0.99998610  x   0.99996169  =   0.99994780
 CL2351
 CL2351|---------------------------------------------------------------------|
 CL2351| PID    Reference Object                     Distance      Geod. Az  |
 CL2351|                                                           dddmmss.s |
 CL2351| CL2350 BV 083 203 GADT PTA                  23.180 METERS 10109     |
 CL2351| CY7284 BV 083 203 AZ MK                                   1242349.8 |
 CL2351|---------------------------------------------------------------------|
 CL2351
 CL2351                          SUPERSEDED SURVEY CONTROL
 CL2351
 CL2351  NAD 83(1986)-  32 47 32.75678(N)    082 49 44.28416(W) AD(       ) 2
 CL2351  NAD 27      -  32 47 32.18278(N)    082 49 44.78049(W) AD(       ) 2
 CL2351  NGVD 29 (07/19/86)  117.     (m)          384.     (f) VERT ANG       
 CL2351
 CL2351.Superseded values are not recommended for survey control.
 CL2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2351.See file dsdata.txt to determine how the superseded data were derived.
 CL2351
 CL2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2873429757(NAD 83)
 CL2351_MARKER: DD = SURVEY DISK
 CL2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2351
 CL2351  HISTORY     - Date     Condition        Report By
 CL2351  HISTORY     - 1977     MONUMENTED       GADT
 CL2351
 CL2351                          STATION DESCRIPTION
 CL2351
 CL2351'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2351'THE STATION IS ABOUT 6-1/2 MILES WEST-SOUTHWEST OF HARRISON,
 CL2351'8 MILES NORTHWEST OF WRIGHTSVILLE, AND 8-1/4 MILES EAST-
 CL2351'SOUTHEAST OF OCONEE ON THE PROPERTY OF T.L. BRAY.
 CL2351'
 CL2351'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 15 AND
 CL2351'57 IN WRIGHTSVILLE, GO WEST ALONG STATE ROUTE 57 FOR 3.55 MILES
 CL2351'TO THE JUNCTION OF PAVED COUNTY ROAD 91722 CROSSING. TURN RIGHT
 CL2351'GOING NORTH ALONG COUNTY ROAD 91722 FOR 1.15 MILES TO THE
 CL2351'JUNCTION OF PAVED COUNTY ROAD 89 FORKING TO THE RIGHT. CONTINUE
 CL2351'GOING NOW NORTHWEST ALONG COUNTY ROAD 91722 FOR 3.1 MILES TO
 CL2351'ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 90586
 CL2351'CROSSING. TURN RIGHT GOING NORTH ALONG COUNTY ROAD 90586 FOR
 CL2351'1.0 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 78 TO THE LEFT.
 CL2351'TURN LEFT GOING WEST-NORTHWEST ALONG COUNTY ROAD 78 FOR 0.6
 CL2351'MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 CL2351'NORTHWEST ALONG COUNTY ROAD 78 FOR 0.25 MILE TO THE STATION ON
 CL2351'THE RIGHT.
 CL2351'
 CL2351'THE STATION IS LOCATED 22 FEET NORTH-NORTHEAST OF THE CENTER
 CL2351'LINE OF THE ROAD, 224.3 FEET EAST-SOUTHEAST OF A FENCE CORNER
 CL2351'AND HINGE POST OF A METAL GATE, 21.9 FEET WEST-SOUTHWEST OF AN
 CL2351'8 INCH PINE TREE WITH A SCAR, 199.6 FEET EAST OF A FENCE CORNER
 CL2351'POST ON THE SOUTHSIDE OF THE ROAD, 191.2 FEET NORTHWEST OF
 CL2351'ANOTHER FENCE CORNER POST ON THE SOUTHSIDE OF THE ROAD, AND 2.7
 CL2351'FEET NORTH-NORTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS
 CL2351'DISK STAMPED---083-203 1977---, SET IN THE TOP OF A 10 INCH
 CL2351'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 CL2351'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 CL2351'A STANDARD DISK STAMPED---083-203 1977---, SET IN THE TOP OF
 CL2351'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.82 METER BELOW
 CL2351'THE SURFACE OF THE GROUND.
 CL2351'
 CL2351'THE AZIMUTH MARK IS LOCATED 24 FEET NORTHEAST OF THE CENTERLINE
 CL2351'OF THE ROAD, 149.5 FEET NORTH-NORTHWEST OF A FENCE CORNER POST
 CL2351'AT AN OBLIQUE FENCELINE JUNCTION ON THE SOUTHWEST SIDE OF THE
 CL2351'ROAD, 270.5 FEET NORTH OF A 24 INCH PECAN TREE ON THE SOUTHWEST
 CL2351'SIDE OF THE ROAD, 12.0 FEET WEST-NORTHWEST OF A 10 INCH PINE
 CL2351'TREE WITH A SCAR, AND 2.0 FEET SOUTHWEST OF A WITNESS POST. IT
 CL2351'IS A STANDARD DISK STAMPED---083-203 1977 AZMK---, SET IN THE
 CL2351'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2351'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2351'
 CL2351'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2272 ***********************************************************************
 CL2272  DESIGNATION -  BV 083 204
 CL2272  PID         -  CL2272
 CL2272  STATE/COUNTY-  GA/JOHNSON
 CL2272  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL2272
 CL2272                         *CURRENT SURVEY CONTROL
 CL2272  ___________________________________________________________________
 CL2272* NAD 83(1994)-  32 42 13.37878(N)    082 43 00.65186(W)     ADJUSTED  
 CL2272* NAVD 88     -       111.     (meters)     364.     (feet)  VERTCON   
 CL2272  ___________________________________________________________________
 CL2272  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CL2272  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL2272
 CL2272  HORZ ORDER  -  FIRST
 CL2272
 CL2272.The horizontal coordinates were established by classical geodetic methods
 CL2272.and adjusted by the National Geodetic Survey in September 1997..
 CL2272
 CL2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2272
 CL2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2272
 CL2272.The geoid height was determined by GEOID03.
 CL2272
 CL2272;                    North         East     Units Scale Factor Converg.
 CL2272;SPC GA E     -   299,880.079   148,417.476   MT  0.99993280   -0 17 50.2
 CL2272;SPC GA E     -   983,856.56    486,933.00   sFT  0.99993280   -0 17 50.2
 CL2272;UTM  17      - 3,619,744.590   339,075.241   MT  0.99991933   -0 55 40.1
 CL2272
 CL2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2272!SPC GA E     -   0.99998707  x   0.99993280  =   0.99991987
 CL2272!UTM  17      -   0.99998707  x   0.99991933  =   0.99990640
 CL2272
 CL2272|---------------------------------------------------------------------|
 CL2272| PID    Reference Object                     Distance      Geod. Az  |
 CL2272|                                                           dddmmss.s |
 CL2272| CL2271 BV 083 204 GADT PTA                  27.283 METERS 13733     |
 CL2272| CY7285 BV 083 204 AZ MK                                   3564141.5 |
 CL2272|---------------------------------------------------------------------|
 CL2272
 CL2272                          SUPERSEDED SURVEY CONTROL
 CL2272
 CL2272  NAD 83(1986)-  32 42 13.38314(N)    082 43 00.65039(W) AD(       ) 1
 CL2272  NAD 27      -  32 42 12.80474(N)    082 43 01.15784(W) AD(       ) 1
 CL2272  NGVD 29 (07/19/86)  111.     (m)          364.     (f) VERT ANG       
 CL2272
 CL2272.Superseded values are not recommended for survey control.
 CL2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2272.See file dsdata.txt to determine how the superseded data were derived.
 CL2272
 CL2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3907519745(NAD 83)
 CL2272_MARKER: DD = SURVEY DISK
 CL2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2272
 CL2272  HISTORY     - Date     Condition        Report By
 CL2272  HISTORY     - 1977     MONUMENTED       GADT
 CL2272
 CL2272                          STATION DESCRIPTION
 CL2272
 CL2272'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2272'THE STATION IS ABOUT 1-3/4 MILES SOUTH OF WRIGHTSVILLE, 5-1/4
 CL2272'MILES NORTH-NORTHEAST OF LOVETT, AND 11 MILES NORTH-NORTHWEST
 CL2272'OF SCOTT ON STATE RIGHT OF WAY.
 CL2272'
 CL2272'TO REACH THE STATION FROM THE SOUTHERN MOST JUNCTION OF STATE
 CL2272'ROUTE 15 AND STATE ROUTE 57 IN WRIGHTSVILLE, GO SOUTH ALONG
 CL2272'STATE ROUTE 15 AND STATE ROUTE 78 FOR 1.5 MILES TO THE AZIMUTH
 CL2272'MARK ON THE LEFT. CONTINUE GOING SOUTH ALONG STATE ROUTE 15 AND
 CL2272'STATE ROUTE 78 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL2272'
 CL2272'THE STATION IS LOCATED 36 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL2272'OF THE HIGHWAY, 71.4 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER
 CL2272'OF THE ROBERT SUMNER AND FAMILY CEMETERY PLOT, 38.7 FEET NORTH-
 CL2272'NORTHEAST OF A 12 INCH PINE TREE, 176 FEET SOUTH-SOUTHWEST OF
 CL2272'A POWER POLE ON THE EAST SIDE OF THE HIGHWAY, AND 2.5 FEET EAST-
 CL2272'NORTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2272'STAMPED---083-204 1977---, SET IN THE TOP OF A 10 INCH
 CL2272'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2272'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 CL2272'STANDARD DISK STAMPED---083-204 1977---, SET IN THE TOP OF A
 CL2272'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.83 METER BELOW THE
 CL2272'SURFACE OF THE GROUND.
 CL2272'
 CL2272'THE AZIMUTH MARK IS LOCATED 59 FEET EAST-NORTHEAST OF THE CENTER
 CL2272'LINE OF THE HIGHWAY, 7.0 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 CL2272'44.3 FEET NORTH-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL2272'PEDESTAL, AND 3.0 FEET WEST-SOUTHWEST OF A WITNESS POST. IT IS
 CL2272'A STANDARD DISK STAMPED---083-204 1977 AZMK---, SET IN THE TOP
 CL2272'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2272'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2272'
 CL2272'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2205 ***********************************************************************
 CL2205  DESIGNATION -  BV 083 205 GADT
 CL2205  PID         -  CL2205
 CL2205  STATE/COUNTY-  GA/JOHNSON
 CL2205  USGS QUAD   -  HARRISON (1973)
 CL2205
 CL2205                         *CURRENT SURVEY CONTROL
 CL2205  ___________________________________________________________________
 CL2205* NAD 83(1994)-  32 45 18.45404(N)    082 37 49.23683(W)     ADJUSTED  
 CL2205* NAVD 88     -       120.     (meters)     394.     (feet)  VERTCON   
 CL2205  ___________________________________________________________________
 CL2205  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CL2205  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CL2205
 CL2205  HORZ ORDER  -  SECOND
 CL2205
 CL2205.The horizontal coordinates were established by classical geodetic methods
 CL2205.and adjusted by the National Geodetic Survey in September 1997..
 CL2205
 CL2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2205
 CL2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2205
 CL2205.The geoid height was determined by GEOID03.
 CL2205
 CL2205;                    North         East     Units Scale Factor Converg.
 CL2205;SPC GA E     -   305,542.145   156,552.747   MT  0.99992327   -0 15 03.2
 CL2205;SPC GA E     - 1,002,432.85    513,623.47   sFT  0.99992327   -0 15 03.2
 CL2205;UTM  17      - 3,625,316.589   347,272.169   MT  0.99988762   -0 52 56.2
 CL2205
 CL2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2205!SPC GA E     -   0.99998568  x   0.99992327  =   0.99990895
 CL2205!UTM  17      -   0.99998568  x   0.99988762  =   0.99987330
 CL2205
 CL2205:                Primary Azimuth Mark                     Grid Az
 CL2205:SPC GA E     -  BV 083 205 GADT AZ MK                    240 39 50.2
 CL2205:UTM  17      -  BV 083 205 GADT AZ MK                    241 17 43.2
 CL2205
 CL2205|---------------------------------------------------------------------|
 CL2205| PID    Reference Object                     Distance      Geod. Az  |
 CL2205|                                                           dddmmss.s |
 CL2205| CL2207 BV 083 205 GADT AZ MK               APPROX. 0.8 KM 2402447.0 |
 CL2205| CL2206 BV 083 205 GADT RM 1                 25.611 METERS 24044     |
 CL2205|---------------------------------------------------------------------|
 CL2205
 CL2205                          SUPERSEDED SURVEY CONTROL
 CL2205
 CL2205  NAD 83(1986)-  32 45 18.45878(N)    082 37 49.23557(W) AD(       ) 2
 CL2205  NAD 27      -  32 45 17.88411(N)    082 37 49.75248(W) AD(       ) 2
 CL2205  NGVD 29 (07/19/86)  120.     (m)          394.     (f) VERT ANG       
 CL2205
 CL2205.Superseded values are not recommended for survey control.
 CL2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2205.See file dsdata.txt to determine how the superseded data were derived.
 CL2205
 CL2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4727225317(NAD 83)
 CL2205_MARKER: DD = SURVEY DISK
 CL2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2205+STABILITY: SURFACE MOTION
 CL2205
 CL2205  HISTORY     - Date     Condition        Report By
 CL2205  HISTORY     - 1978     MONUMENTED       GADT
 CL2205
 CL2205                          STATION DESCRIPTION
 CL2205
 CL2205'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2205'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST-NORTHEAST OF
 CL2205'WRIGHTSVILLE, 7-1/2 MILES SOUTHEAST OF HARRISON, AND 8 MILES NORTHWEST
 CL2205'OF KITE ON STATE RIGHT OF WAY.
 CL2205'
 CL2205'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND U.S.
 CL2205'HIGHWAY 319 (STATE ROUTE 78) IN WRIGHTSVILLE, GO EAST ALONG U.S.
 CL2205'HIGHWAY 319 (STATE ROUTE 78) FOR 1.65 MILES TO THE BRIDGE OVER LITTLE
 CL2205'CEDAR CREEK.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE
 CL2205'78) FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 CL2205'EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE 78) FOR 0.45 MILE TO THE
 CL2205'STATION ON THE RIGHT.
 CL2205'
 CL2205'THE STATION IS LOCATED 16 FEET EAST-NORTHEAST OF THE CENTERLINE OF A
 CL2205'DIRT DRIVEWAY, 51 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 CL2205'HIGHWAY 319, 24.0 FEET NORTHEAST OF THE END POST OF A FENCE RUNNING
 CL2205'WEST FROM THE DRIVEWAY, AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS POST
 CL2205'SET AT A FENCELINE RUNNING EAST FROM THE DRIVEWAY.  IT IS A STANDARD
 CL2205'BRASS DISK STAMPED---083-205 1978---, SET IN THE TOP OF A 10 INCH
 CL2205'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2205'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2205'STAMPED---083-205 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2205'APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CL2205'
 CL2205'REFERENCE MARK 1 IS LOCATED 49 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 CL2205'OF U.S. HIGHWAY 319, 66.0 FEET WEST OF THE END FENCE POST, 70.0 FEET
 CL2205'SOUTHWEST OF THE CENTERLINE OF THE DIRT DRIVEWAY LEADING TO THE SOUTH-
 CL2205'SOUTHEAST, AND 9.8 FEET NORTH-NORTHWEST OF A WITNESS POST SET AT THE
 CL2205'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---083-205 1978
 CL2205'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2205'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2205'
 CL2205'THE AZIMUTH MARK IS LOCATED 47 FEET NORTHWEST OF THE CENTERLINE OF
 CL2205'U.S. HIGHWAY 319, 39.0 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 CL2205'NORTHEAST END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY
 CL2205'TO THE NORTHWEST, 17.0 FEET EAST OF THE EAST CORNER OF A MOBILE HOME,
 CL2205'AND 2.0 FEET SOUTHEAST OF A WITNESS POST SET AT A FENCELINE NEAR A
 CL2205'FENCE CORNER.  IT IS A STANDARD BRASS DISK STAMPED---083-205 1978
 CL2205'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2205'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2205'
 CL2205'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2205'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2207 ***********************************************************************
 CL2207  DESIGNATION -  BV 083 205 GADT AZ MK
 CL2207  PID         -  CL2207
 CL2207  STATE/COUNTY-  GA/JOHNSON
 CL2207  USGS QUAD   -  HARRISON (1973)
 CL2207
 CL2207                         *CURRENT SURVEY CONTROL
 CL2207  ___________________________________________________________________
 CL2207* NAD 83(1994)-  32 45 06.41940(N)    082 38 14.31853(W)     ADJUSTED  
 CL2207* NAVD 88     -       130.     (meters)     427.     (feet)  VERTCON   
 CL2207  ___________________________________________________________________
 CL2207  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CL2207  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CL2207
 CL2207  HORZ ORDER  -  SECOND
 CL2207
 CL2207.The horizontal coordinates were established by classical geodetic methods
 CL2207.and adjusted by the National Geodetic Survey in September 1997..
 CL2207
 CL2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2207
 CL2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2207
 CL2207.The geoid height was determined by GEOID03.
 CL2207
 CL2207;                    North         East     Units Scale Factor Converg.
 CL2207;SPC GA E     -   305,174.323   155,898.262   MT  0.99992397   -0 15 16.6
 CL2207;SPC GA E     - 1,001,226.09    511,476.21   sFT  0.99992397   -0 15 16.6
 CL2207;UTM  17      - 3,624,956.013   346,613.693   MT  0.99989011   -0 53 09.5
 CL2207
 CL2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2207!SPC GA E     -   0.99998410  x   0.99992397  =   0.99990808
 CL2207!UTM  17      -   0.99998410  x   0.99989011  =   0.99987422
 CL2207
 CL2207                          SUPERSEDED SURVEY CONTROL
 CL2207
 CL2207  NAD 83(1986)-  32 45 06.42416(N)    082 38 14.31725(W) AD(       ) 2
 CL2207  NAD 27      -  32 45 05.84906(N)    082 38 14.83340(W) AD(       ) 2
 CL2207  NGVD 29 (07/19/86)  130.     (m)          427.     (f) VERT ANG       
 CL2207
 CL2207.Superseded values are not recommended for survey control.
 CL2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2207.See file dsdata.txt to determine how the superseded data were derived.
 CL2207
 CL2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4661424956(NAD 83)
 CL2207_MARKER: DD = SURVEY DISK
 CL2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2207+STABILITY: SURFACE MOTION
 CL2207
 CL2207  HISTORY     - Date     Condition        Report By
 CL2207  HISTORY     - 1978     MONUMENTED       GADT
 CL2207
 CL2207                          STATION DESCRIPTION
 CL2207
 CL2207'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2207'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST-NORTHEAST OF
 CL2207'WRIGHTSVILLE, 7-1/2 MILES SOUTHEAST OF HARRISON, AND 8 MILES NORTHWEST
 CL2207'OF KITE ON STATE RIGHT OF WAY.
 CL2207'
 CL2207'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND U.S.
 CL2207'HIGHWAY 319 (STATE ROUTE 78) IN WRIGHTSVILLE, GO EAST ALONG U.S.
 CL2207'HIGHWAY 319 (STATE ROUTE 78) FOR 1.65 MILES TO THE BRIDGE OVER LITTLE
 CL2207'CEDAR CREEK.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE
 CL2207'78) FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CL2207'
 CL2207'THE STATION IS LOCATED 47 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 CL2207'HIGHWAY 319, 39.0 FEET NORTH-NORTHEAST OF THE CENTER OF THE NORTHEAST
 CL2207'END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE
 CL2207'NORTHWEST, 17.0 FEET EAST OF THE EAST CORNER OF A MOBILE HOME, AND 2.0
 CL2207'FEET SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 CL2207'BRASS DISK STAMPED---083-205 1978 AZ MK---, SET IN THE TOP OF A 10
 CL2207'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2207'WITH STEEL RODS EMBEDDED.
 CL2207'
 CL2207'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2207'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2206 ***********************************************************************
 CL2206  DESIGNATION -  BV 083 205 GADT RM 1
 CL2206  PID         -  CL2206
 CL2206  STATE/COUNTY-  GA/JOHNSON
 CL2206  USGS QUAD   -  HARRISON (1973)
 CL2206
 CL2206                         *CURRENT SURVEY CONTROL
 CL2206  ___________________________________________________________________
 CL2206* NAD 83(1994)-  32 45 18.04770(N)    082 37 50.09520(W)     ADJUSTED  
 CL2206* NAVD 88     -       119.     (meters)     390.     (feet)  VERTCON   
 CL2206  ___________________________________________________________________
 CL2206  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CL2206  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CL2206
 CL2206  HORZ ORDER  -  SECOND
 CL2206
 CL2206.The horizontal coordinates were established by classical geodetic methods
 CL2206.and adjusted by the National Geodetic Survey in September 1997..
 CL2206
 CL2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2206
 CL2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2206
 CL2206.The geoid height was determined by GEOID03.
 CL2206
 CL2206;                    North         East     Units Scale Factor Converg.
 CL2206;SPC GA E     -   305,529.726   156,530.350   MT  0.99992329   -0 15 03.6
 CL2206;SPC GA E     - 1,002,392.11    513,549.99   sFT  0.99992329   -0 15 03.6
 CL2206;UTM  17      - 3,625,304.418   347,249.638   MT  0.99988771   -0 52 56.6
 CL2206
 CL2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2206!SPC GA E     -   0.99998583  x   0.99992329  =   0.99990912
 CL2206!UTM  17      -   0.99998583  x   0.99988771  =   0.99987355
 CL2206
 CL2206                          SUPERSEDED SURVEY CONTROL
 CL2206
 CL2206  NAD 83(1986)-  32 45 18.05245(N)    082 37 50.09393(W) AD(       ) 2
 CL2206  NAD 27      -  32 45 17.47776(N)    082 37 50.61082(W) AD(       ) 2
 CL2206  NGVD 29 (07/19/86)  119.     (m)          390.     (f) VERT ANG       
 CL2206
 CL2206.Superseded values are not recommended for survey control.
 CL2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2206.See file dsdata.txt to determine how the superseded data were derived.
 CL2206
 CL2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4725025304(NAD 83)
 CL2206_MARKER: DD = SURVEY DISK
 CL2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2206+STABILITY: SURFACE MOTION
 CL2206
 CL2206  HISTORY     - Date     Condition        Report By
 CL2206  HISTORY     - 1978     MONUMENTED       GADT
 CL2206
 CL2206                          STATION DESCRIPTION
 CL2206
 CL2206'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2206'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST-NORTHEAST OF
 CL2206'WRIGHTSVILLE, 7-1/2 MILES SOUTHEAST OF HARRISON, AND 8 MILES NORTHWEST
 CL2206'OF KITE ON STATE RIGHT OF WAY.
 CL2206'
 CL2206'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND U.S.
 CL2206'HIGHWAY 319 (STATE ROUTE 78) IN WRIGHTSVILLE, GO EAST ALONG U.S.
 CL2206'HIGHWAY 319 (STATE ROUTE 78) FOR 1.65 MILES TO THE BRIDGE OVER LITTLE
 CL2206'CEDAR CREEK.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 319 (STATE ROUTE
 CL2206'78) FOR 3.95 MILES TO THE STATION ON THE RIGHT.
 CL2206'
 CL2206'THE STATION IS LOCATED 49 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL2206'U.S. HIGHWAY 319, 66.0 FEET WEST OF A FENCE END POST OF A FENCE
 CL2206'RUNNING WEST FROM A DRIVEWAY TO THE SOUTH-SOUTHEAST, 70.0 FEET
 CL2206'WEST-SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY, AND 9.8 FEET
 CL2206'NORTH-NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 CL2206'STANDARD BRASS DISK STAMPED---083-205 1978 RM 1---, SET IN THE TOP OF
 CL2206'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2206'GROUND WITH STEEL RODS EMBEDDED.
 CL2206'
 CL2206'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2206'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2232 ***********************************************************************
 CL2232  DESIGNATION -  BV 083 206 GADT
 CL2232  PID         -  CL2232
 CL2232  STATE/COUNTY-  GA/JOHNSON
 CL2232  USGS QUAD   -  KITE (1974)
 CL2232
 CL2232                         *CURRENT SURVEY CONTROL
 CL2232  ___________________________________________________________________
 CL2232* NAD 83(1994)-  32 41 50.17626(N)    082 33 19.60307(W)     ADJUSTED  
 CL2232* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 CL2232  ___________________________________________________________________
 CL2232  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CL2232  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CL2232
 CL2232  HORZ ORDER  -  SECOND
 CL2232
 CL2232.The horizontal coordinates were established by classical geodetic methods
 CL2232.and adjusted by the National Geodetic Survey in September 1997..
 CL2232
 CL2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2232
 CL2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2232
 CL2232.The geoid height was determined by GEOID03.
 CL2232
 CL2232;                    North         East     Units Scale Factor Converg.
 CL2232;SPC GA E     -   299,098.387   163,547.347   MT  0.99991638   -0 12 36.1
 CL2232;SPC GA E     -   981,291.96    536,571.59   sFT  0.99991638   -0 12 36.1
 CL2232;UTM  17      - 3,618,796.499   354,195.083   MT  0.99986214   -0 50 25.4
 CL2232
 CL2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2232!SPC GA E     -   0.99998871  x   0.99991638  =   0.99990509
 CL2232!UTM  17      -   0.99998871  x   0.99986214  =   0.99985085
 CL2232
 CL2232|---------------------------------------------------------------------|
 CL2232| PID    Reference Object                     Distance      Geod. Az  |
 CL2232|                                                           dddmmss.s |
 CL2232| CL2233 BV 083 206 GADT RM 1                 19.468 METERS 27117     |
 CL2232| CL2234 BV 083 206 GADT AZ MK               475.130 METERS 2712527.0 |
 CL2232|---------------------------------------------------------------------|
 CL2232
 CL2232                          SUPERSEDED SURVEY CONTROL
 CL2232
 CL2232  NAD 83(1986)-  32 41 50.18100(N)    082 33 19.60209(W) AD(       ) 2
 CL2232  NAD 27      -  32 41 49.60232(N)    082 33 20.12518(W) AD(       ) 2
 CL2232  NGVD 29 (07/19/86)  100.8    (m)          331.     (f) VERT ANG       
 CL2232
 CL2232.Superseded values are not recommended for survey control.
 CL2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2232.See file dsdata.txt to determine how the superseded data were derived.
 CL2232
 CL2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5419518796(NAD 83)
 CL2232_MARKER: DD = SURVEY DISK
 CL2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2232+STABILITY: SURFACE MOTION
 CL2232
 CL2232  HISTORY     - Date     Condition        Report By
 CL2232  HISTORY     - 1978     MONUMENTED       GADT
 CL2232
 CL2232                          STATION DESCRIPTION
 CL2232
 CL2232'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2232'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF KITE, 11-3/4
 CL2232'MILES NORTH-NORTHEAST OF ADRIAN, AND 10 MILES EAST-SOUTHEAST OF
 CL2232'WRIGHTSVILLE ON STATE RIGHT OF WAY.
 CL2232'
 CL2232'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 221 (STATE
 CL2232'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO WEST ON STATE ROUTE 57 FOR
 CL2232'1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 127 CROSSING.  CONTINUE
 CL2232'GOING WEST ALONG STATE ROUTE 57 FOR 1.1 MILES TO THE STATION ON THE
 CL2232'RIGHT.
 CL2232'
 CL2232'THE STATION IS LOCATED 55 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 CL2232'57, 6.0 FEET NORTHEAST OF A POWER POLE, 13 FEET SOUTH-SOUTHWEST OF THE
 CL2232'CENTERLINE OF AN ABANDONED DIRT ROAD PARALELL TO THE HIGHWAY, 115.3
 CL2232'FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 168 FEET NORTH
 CL2232'OF A POWER POLE WITH 2 TRANSFORMERS ON THE SOUTH SIDE OF THE HIGHWAY,
 CL2232'AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2232'STAMPED---083-206 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2232'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2232'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2232'STAMPED---083-206 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2232'APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE GROUND.
 CL2232'
 CL2232'REFERENCE MARK 1 IS LOCATED 45.5 FEET NORTH OF THE CENTERLINE OF STATE
 CL2232'ROUTE 57, 52.1 FEET EAST-SOUTHEAST OF THE UNDERGROUND TELEPHONE CABLE
 CL2232'PEDESTAL, 59.5 FEET WEST OF THE POWER POLE, 23.0 FEET SOUTH-SOUTHWEST
 CL2232'OF THE CENTERLINE OF THE ABANDONED DIRT ROAD, 165.9 FEET NORTH OF THE
 CL2232'POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND 2.8 FEET
 CL2232'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2232'STAMPED---083-206 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2232'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2232'STEEL RODS EMBEDDED.
 CL2232'
 CL2232'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ON STATE ROUTE
 CL2232'57 FOR 0.4 MILE TO THE STATION ON THE RIGHT.  IT IS LOCATED 63.0 FEET
 CL2232'NORTH OF THE CENTERLINE OF STATE ROUTE 57, 63.5 FEET WEST-NORTHWEST
 CL2232'OF THE WEST END OF AN 18 INCH METAL PIPE UNDER A DRIVEWAY LEADING
 CL2232'NORTH TO A RED WOOD FRAME HOUSE, 61.0 FEET SOUTHWEST OF THE SOUTHWEST
 CL2232'CORNER OF THE HOUSE, 103.7 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE
 CL2232'PEDESTAL, AND 2.0 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2232'STAMPED---083-206 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2232'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2232'STEEL RODS EMBEDDED.
 CL2232'
 CL2232'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2232'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2234 ***********************************************************************
 CL2234  DESIGNATION -  BV 083 206 GADT AZ MK
 CL2234  PID         -  CL2234
 CL2234  STATE/COUNTY-  GA/JOHNSON
 CL2234  USGS QUAD   -  KITE (1974)
 CL2234
 CL2234                         *CURRENT SURVEY CONTROL
 CL2234  ___________________________________________________________________
 CL2234* NAD 83(1994)-  32 41 50.55923(N)    082 33 37.83836(W)     ADJUSTED  
 CL2234* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 CL2234  ___________________________________________________________________
 CL2234  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CL2234  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CL2234
 CL2234  HORZ ORDER  -  SECOND
 CL2234
 CL2234.The horizontal coordinates were established by classical geodetic methods
 CL2234.and adjusted by the National Geodetic Survey in September 1997..
 CL2234
 CL2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2234
 CL2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2234
 CL2234.The geoid height was determined by GEOID03.
 CL2234
 CL2234;                    North         East     Units Scale Factor Converg.
 CL2234;SPC GA E     -   299,111.936   163,072.449   MT  0.99991681   -0 12 45.9
 CL2234;SPC GA E     -   981,336.41    535,013.53   sFT  0.99991681   -0 12 45.9
 CL2234;UTM  17      - 3,618,815.270   353,720.389   MT  0.99986385   -0 50 35.3
 CL2234
 CL2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2234!SPC GA E     -   0.99998899  x   0.99991681  =   0.99990580
 CL2234!UTM  17      -   0.99998899  x   0.99986385  =   0.99985284
 CL2234
 CL2234                          SUPERSEDED SURVEY CONTROL
 CL2234
 CL2234  NAD 83(1986)-  32 41 50.56397(N)    082 33 37.83735(W) AD(       ) 2
 CL2234  NAD 27      -  32 41 49.98523(N)    082 33 38.35995(W) AD(       ) 2
 CL2234  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 CL2234
 CL2234.Superseded values are not recommended for survey control.
 CL2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2234.See file dsdata.txt to determine how the superseded data were derived.
 CL2234
 CL2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5372018815(NAD 83)
 CL2234_MARKER: DD = SURVEY DISK
 CL2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2234+STABILITY: SURFACE MOTION
 CL2234
 CL2234  HISTORY     - Date     Condition        Report By
 CL2234  HISTORY     - 1978     MONUMENTED       GADT
 CL2234
 CL2234                          STATION DESCRIPTION
 CL2234
 CL2234'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2234'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF KITE, 9-1/2
 CL2234'MILES EAST-SOUTHEAST OF WRIGHTSVILLE, AND 11-1/2 MILES NORTH-NORTHEAST
 CL2234'OF ADRIAN ON STATE RIGHT OF WAY.
 CL2234'
 CL2234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2234'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO WEST ALONG STATE ROUTE 57
 CL2234'FOR 2.8 MILES TO THE STATION ON THE RIGHT.
 CL2234'
 CL2234'THE STATION IS LOCATED 63 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 CL2234'57, 63.5 FEET WEST-NORTHWEST OF THE WEST END OF AN 18 INCH METAL PIPE
 CL2234'UNDER A DRIVEWAY LEADING NORTH TO A RED WOOD FRAME HOUSE, 61.0 FEET
 CL2234'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 103.7 FEET WEST OF AN
 CL2234'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 2.0 FEET SOUTH OF A WITNESS
 CL2234'POST.  IT IS A STANDARD BRASS DISK STAMPED---083-206 1978 AZ MK---,
 CL2234'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2234'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2234'
 CL2234'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2234'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2233 ***********************************************************************
 CL2233  DESIGNATION -  BV 083 206 GADT RM 1
 CL2233  PID         -  CL2233
 CL2233  STATE/COUNTY-  GA/JOHNSON
 CL2233  USGS QUAD   -  KITE (1974)
 CL2233
 CL2233                         *CURRENT SURVEY CONTROL
 CL2233  ___________________________________________________________________
 CL2233* NAD 83(1994)-  32 41 50.19041(N)    082 33 20.35030(W)     ADJUSTED  
 CL2233* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL2233  ___________________________________________________________________
 CL2233  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CL2233  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CL2233
 CL2233  HORZ ORDER  -  SECOND
 CL2233
 CL2233.The horizontal coordinates were established by classical geodetic methods
 CL2233.and adjusted by the National Geodetic Survey in September 1997..
 CL2233
 CL2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2233
 CL2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2233
 CL2233.The geoid height was determined by GEOID03.
 CL2233
 CL2233;                    North         East     Units Scale Factor Converg.
 CL2233;SPC GA E     -   299,098.895   163,527.887   MT  0.99991640   -0 12 36.5
 CL2233;SPC GA E     -   981,293.62    536,507.74   sFT  0.99991640   -0 12 36.5
 CL2233;UTM  17      - 3,618,797.220   354,175.630   MT  0.99986221   -0 50 25.8
 CL2233
 CL2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2233!SPC GA E     -   0.99998883  x   0.99991640  =   0.99990523
 CL2233!UTM  17      -   0.99998883  x   0.99986221  =   0.99985104
 CL2233
 CL2233                          SUPERSEDED SURVEY CONTROL
 CL2233
 CL2233  NAD 83(1986)-  32 41 50.19515(N)    082 33 20.34927(W) AD(       ) 2
 CL2233  NAD 27      -  32 41 49.61646(N)    082 33 20.87239(W) AD(       ) 2
 CL2233  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL2233
 CL2233.Superseded values are not recommended for survey control.
 CL2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2233.See file dsdata.txt to determine how the superseded data were derived.
 CL2233
 CL2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5417618797(NAD 83)
 CL2233_MARKER: DD = SURVEY DISK
 CL2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2233+STABILITY: SURFACE MOTION
 CL2233
 CL2233  HISTORY     - Date     Condition        Report By
 CL2233  HISTORY     - 1978     MONUMENTED       GADT
 CL2233
 CL2233                          STATION DESCRIPTION
 CL2233
 CL2233'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2233'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES WEST OF KITE, 11-3/4
 CL2233'MILES NORTH-NORTHEAST OF ADRIAN, AND 10 MILES EAST-SOUTHEAST OF
 CL2233'WRIGHTSVILLE ON STATE RIGHT OF WAY.
 CL2233'
 CL2233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2233'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO WEST ALONG STATE ROUTE 57
 CL2233'FOR 1.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 127 CROSSING.
 CL2233'CONTINUE GOING WEST ALONG STATE ROUTE 57 FOR 1.1 MILES TO THE STATION
 CL2233'ON THE RIGHT.
 CL2233'
 CL2233'THE STATION IS LOCATED 45.5 FEET NORTH OF THE CENTERLINE OF STATE
 CL2233'ROUTE 57, 52.1 FEET EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL2233'PEDESTAL, 59.5 FEET WEST OF A POWER POLE, 23 FEET SOUTH-SOUTHWEST OF
 CL2233'THE CENTERLINE OF AN ABANDONED DIRT ROAD PARALELL TO THE HIGHWAY,
 CL2233'165.9 FEET NORTH OF A POWER POLE WITH TWO TRANSFORMERS ON THE SOUTH
 CL2233'SIDE OF THE HIGHWAY, AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 CL2233'IT IS A STANDARD BRASS DISK STAMPED---083-206 1978 RM 1---, SET IN THE
 CL2233'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2233'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2233'
 CL2233'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2233'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2231 ***********************************************************************
 CL2231  DESIGNATION -  BV 083 207 GADT
 CL2231  PID         -  CL2231
 CL2231  STATE/COUNTY-  GA/JOHNSON
 CL2231  USGS QUAD   -  KITE (1974)
 CL2231
 CL2231                         *CURRENT SURVEY CONTROL
 CL2231  ___________________________________________________________________
 CL2231* NAD 83(1994)-  32 39 49.59198(N)    082 32 44.93484(W)     ADJUSTED  
 CL2231* NAVD 88     -       114.2    (meters)     375.     (feet)  VERTCON   
 CL2231  ___________________________________________________________________
 CL2231  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CL2231  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CL2231
 CL2231  HORZ ORDER  -  SECOND
 CL2231
 CL2231.The horizontal coordinates were established by classical geodetic methods
 CL2231.and adjusted by the National Geodetic Survey in September 1997..
 CL2231
 CL2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2231
 CL2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2231
 CL2231.The geoid height was determined by GEOID03.
 CL2231
 CL2231;                    North         East     Units Scale Factor Converg.
 CL2231;SPC GA E     -   295,380.831   164,437.014   MT  0.99991559   -0 12 16.7
 CL2231;SPC GA E     -   969,095.28    539,490.44   sFT  0.99991559   -0 12 16.7
 CL2231;UTM  17      - 3,615,069.590   355,043.768   MT  0.99985910   -0 50 04.0
 CL2231
 CL2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2231!SPC GA E     -   0.99998657  x   0.99991559  =   0.99990216
 CL2231!UTM  17      -   0.99998657  x   0.99985910  =   0.99984567
 CL2231
 CL2231:                Primary Azimuth Mark                     Grid Az
 CL2231:SPC GA E     -  BV 083 207 GADT AZ MK                    025 18 07.7
 CL2231:UTM  17      -  BV 083 207 GADT AZ MK                    025 55 55.0
 CL2231
 CL2231|---------------------------------------------------------------------|
 CL2231| PID    Reference Object                     Distance      Geod. Az  |
 CL2231|                                                           dddmmss.s |
 CL2231| CL2229 BV 083 207 GADT AZ MK               471.972 METERS 0250551.0 |
 CL2231| CL2230 BV 083 207 GADT RM 1                 17.821 METERS 02515     |
 CL2231|---------------------------------------------------------------------|
 CL2231
 CL2231                          SUPERSEDED SURVEY CONTROL
 CL2231
 CL2231  NAD 83(1986)-  32 39 49.59672(N)    082 32 44.93393(W) AD(       ) 2
 CL2231  NAD 27      -  32 39 49.01525(N)    082 32 45.45728(W) AD(       ) 2
 CL2231  NGVD 29 (07/19/86)  114.4    (m)          375.     (f) VERT ANG       
 CL2231
 CL2231.Superseded values are not recommended for survey control.
 CL2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2231.See file dsdata.txt to determine how the superseded data were derived.
 CL2231
 CL2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5504415070(NAD 83)
 CL2231_MARKER: DD = SURVEY DISK
 CL2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2231+STABILITY: SURFACE MOTION
 CL2231
 CL2231  HISTORY     - Date     Condition        Report By
 CL2231  HISTORY     - 1978     MONUMENTED       GADT
 CL2231
 CL2231                          STATION DESCRIPTION
 CL2231
 CL2231'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2231'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF KITE,
 CL2231'9-1/2 MILES NORTH-NORTHEAST OF ADRIAN, AND 11 MILES EAST-SOUTHEAST
 CL2231'OF WRIGHTSVILLE ON THE PROPERTY OF MR. DAVID H. MARTIN.  NO TELEPHONE.
 CL2231'CONTACT MR. MARTIN AT HIS HOUSE TRAILER BEFORE GOING TO THE STATION
 CL2231'OR REFERENCE MARK.  DO NOT DRIVE IN THE YARD.
 CL2231'
 CL2231'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND
 CL2231'U.S. HIGHWAY 221 (STATE ROUTE 171) IN KITE, GO SOUTH ALONG U.S.
 CL2231'HIGHWAY 221 (STATE ROUTE 171) FOR 0.85 MILE TO THE JUNCTION OF DIRT
 CL2231'COUNTY ROAD 156 TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG
 CL2231'COUNTY ROAD 156 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 161
 CL2231'TO THE LEFT AND THE JUNCTION OF DIRT COUNTY ROAD 164 TO THE RIGHT.
 CL2231'CONTINUE GOING WEST ALONG COUNTY ROAD 156 FOR 0.6 MILE
 CL2231'TO THE JUNCTION OF DIRT COUNTY ROAD 162 TO THE LEFT AND THE AZIMUTH
 CL2231'MARK ON THE RIGHT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD 162 FOR
 CL2231'0.35 MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE RIGHT AND THE
 CL2231'MARTIN TRAILER ON THE RIGHT.  TURN RIGHT GOING WEST ALONG THE
 CL2231'DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CL2231'
 CL2231'THE STATION IS LOCATED 99.5 FEET NORTH-NORTHEAST OF THE CENTERLINE
 CL2231'OF THE DRIVEWAY, 81.7 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 CL2231'OF A BARN, 77.8 FEET SOUTH-SOUTHEAST OF A POWER POLE, 34.8 FEET
 CL2231'WEST OF THE SOUTHWEST CORNER OF THE MARTIN HOUSE TRAILER, 41.3 FEET
 CL2231'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE TRAILER, AND 59.9 FEET
 CL2231'SOUTH-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL2231'STANDARD BRASS DISK STAMPED---083-207 1978---, SET IN THE TOP OF A
 CL2231'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2231'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL2231'STANDARD DISK STAMPED---083-207 1978---, SET IN AN IRREGULAR MASS
 CL2231'OF CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 CL2231'
 CL2231'REFERENCE MARK 1 IS LOCATED 159.5 FEET NORTH-NORTHEAST OF THE
 CL2231'CENTERLINE OF THE DRIVEWAY, 3 FEET SOUTH-SOUTHEAST OF A WITNESS POST
 CL2231'SET AT A FENCELINE, 43.9 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CL2231'CORNER OF THE TRAILER, 52.8 FEET NORTH OF THE SOUTHWEST CORNER OF
 CL2231'THE TRAILER, 55.3 FEET EAST-SOUTHEAST OF THE POWER POLE, AND
 CL2231'134.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BARN.  IT IS A
 CL2231'STANDARD DISK STAMPED---083-207 1978 RM 1---, SET IN THE TOP OF A
 CL2231'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL2231'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2231'
 CL2231'THE AZIMUTH MARK IS LOCATED 28 FEET NORTH OF THE CENTERLINE OF
 CL2231'COUNTY ROAD 156, 234 FEET EAST OF THE POINT OF INTERSECTION OF THE
 CL2231'CENTERLINES OF COUNTY ROADS 156 AND 162, 8.4 FEET SOUTHWEST OF A
 CL2231'POWER POLE, AND 10.3 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 CL2231'DISK STAMPED---083-207 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2231'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2231'STEEL RODS EMBEDDED.
 CL2231'
 CL2231'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2231'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2229 ***********************************************************************
 CL2229  DESIGNATION -  BV 083 207 GADT AZ MK
 CL2229  PID         -  CL2229
 CL2229  STATE/COUNTY-  GA/JOHNSON
 CL2229  USGS QUAD   -  KITE (1974)
 CL2229
 CL2229                         *CURRENT SURVEY CONTROL
 CL2229  ___________________________________________________________________
 CL2229* NAD 83(1994)-  32 40 03.46660(N)    082 32 37.25175(W)     ADJUSTED  
 CL2229* NAVD 88     -       113.     (meters)     371.     (feet)  VERTCON   
 CL2229  ___________________________________________________________________
 CL2229  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CL2229  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CL2229
 CL2229  HORZ ORDER  -  SECOND
 CL2229
 CL2229.The horizontal coordinates were established by classical geodetic methods
 CL2229.and adjusted by the National Geodetic Survey in September 1997..
 CL2229
 CL2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2229
 CL2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2229
 CL2229.The geoid height was determined by GEOID03.
 CL2229
 CL2229;                    North         East     Units Scale Factor Converg.
 CL2229;SPC GA E     -   295,807.489   164,638.714   MT  0.99991541   -0 12 12.6
 CL2229;SPC GA E     -   970,495.07    540,152.18   sFT  0.99991541   -0 12 12.6
 CL2229;UTM  17      - 3,615,493.980   355,250.134   MT  0.99985836   -0 50 00.1
 CL2229
 CL2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2229!SPC GA E     -   0.99998679  x   0.99991541  =   0.99990220
 CL2229!UTM  17      -   0.99998679  x   0.99985836  =   0.99984515
 CL2229
 CL2229                          SUPERSEDED SURVEY CONTROL
 CL2229
 CL2229  NAD 83(1986)-  32 40 03.47134(N)    082 32 37.25084(W) AD(       ) 2
 CL2229  NAD 27      -  32 40 02.89025(N)    082 32 37.77446(W) AD(       ) 2
 CL2229  NGVD 29 (07/19/86)  113.     (m)          371.     (f) VERT ANG       
 CL2229
 CL2229.Superseded values are not recommended for survey control.
 CL2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2229.See file dsdata.txt to determine how the superseded data were derived.
 CL2229
 CL2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5525015494(NAD 83)
 CL2229_MARKER: DD = SURVEY DISK
 CL2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2229+STABILITY: SURFACE MOTION
 CL2229
 CL2229  HISTORY     - Date     Condition        Report By
 CL2229  HISTORY     - 1978     MONUMENTED       GADT
 CL2229
 CL2229                          STATION DESCRIPTION
 CL2229
 CL2229'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2229'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF KITE, 9-3/4
 CL2229'MILES NORTH-NORTHEAST OF ADRIAN, AND 11-1/4 MILES EAST-SOUTHEAST OF
 CL2229'WRIGHTSVILLE ON COUNTY RIGHT OF WAY.
 CL2229'
 CL2229'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57, AND U.S.
 CL2229'HIGHWAY 221 (STATE ROUTE 171) IN KITE, GO SOUTH ALONG U.S. HIGHWAY 221
 CL2229'(STATE ROUTE 171) FOR 0.85 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 CL2229'156 TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 156
 CL2229'FOR 1.9 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 164 TO THE RIGHT AND
 CL2229'DIRT COUNTY ROAD 161 TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY
 CL2229'ROAD 156 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 CL2229'
 CL2229'THE STATION IS LOCATED 28 FEET NORTH OF THE CENTERLINE OF COUNTY
 CL2229'ROAD 156, 234 FEET EAST OF THE POINT OF INTERSECTION OF THE
 CL2229'CENTERLINES OF COUNTY ROADS 156 AND 162, 8.4 FEET SOUTHWEST OF A
 CL2229'POWER POLE, AND 10.3 FEET NORTH OF A
 CL2229'WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2229'STAMPED---083-207 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2229'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2229'WITH STEEL RODS EMBEDDED.
 CL2229'
 CL2229'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2229'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2230 ***********************************************************************
 CL2230  DESIGNATION -  BV 083 207 GADT RM 1
 CL2230  PID         -  CL2230
 CL2230  STATE/COUNTY-  GA/JOHNSON
 CL2230  USGS QUAD   -  KITE (1974)
 CL2230
 CL2230                         *CURRENT SURVEY CONTROL
 CL2230  ___________________________________________________________________
 CL2230* NAD 83(1994)-  32 39 50.11519(N)    082 32 44.64303(W)     ADJUSTED  
 CL2230* NAVD 88     -       114.     (meters)     374.     (feet)  VERTCON   
 CL2230  ___________________________________________________________________
 CL2230  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CL2230  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CL2230
 CL2230  HORZ ORDER  -  SECOND
 CL2230
 CL2230.The horizontal coordinates were established by classical geodetic methods
 CL2230.and adjusted by the National Geodetic Survey in September 1997..
 CL2230
 CL2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2230
 CL2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2230
 CL2230.The geoid height was determined by GEOID03.
 CL2230
 CL2230;                    North         East     Units Scale Factor Converg.
 CL2230;SPC GA E     -   295,396.920   164,444.675   MT  0.99991558   -0 12 16.5
 CL2230;SPC GA E     -   969,148.06    539,515.57   sFT  0.99991558   -0 12 16.5
 CL2230;UTM  17      - 3,615,085.592   355,051.604   MT  0.99985907   -0 50 03.8
 CL2230
 CL2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2230!SPC GA E     -   0.99998664  x   0.99991558  =   0.99990222
 CL2230!UTM  17      -   0.99998664  x   0.99985907  =   0.99984571
 CL2230
 CL2230                          SUPERSEDED SURVEY CONTROL
 CL2230
 CL2230  NAD 83(1986)-  32 39 50.11994(N)    082 32 44.64212(W) AD(       ) 2
 CL2230  NAD 27      -  32 39 49.53847(N)    082 32 45.16548(W) AD(       ) 2
 CL2230  NGVD 29 (07/19/86)  114.     (m)          374.     (f) VERT ANG       
 CL2230
 CL2230.Superseded values are not recommended for survey control.
 CL2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2230.See file dsdata.txt to determine how the superseded data were derived.
 CL2230
 CL2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5505215086(NAD 83)
 CL2230_MARKER: DD = SURVEY DISK
 CL2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2230+STABILITY: SURFACE MOTION
 CL2230
 CL2230  HISTORY     - Date     Condition        Report By
 CL2230  HISTORY     - 1978     MONUMENTED       GADT
 CL2230
 CL2230                          STATION DESCRIPTION
 CL2230
 CL2230'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2230'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF KITE,
 CL2230'9-1/2 MILES NORTH-NORTHEAST OF ADRIAN, AND 11 MILES EAST-SOUTHEAST
 CL2230'OF WRIGHTSVILLE ON THE PROPERTY OF MR. DAVID H. MARTIN.  NO TELEPHONE.
 CL2230'CONTACT MR. MARTIN AT HIS HOUSE TRAILER BEFORE GOING TO THE STATION.
 CL2230'DO NOT DRIVE IN THE YARD.
 CL2230'
 CL2230'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND U.S.
 CL2230'HIGHWAY 221 (STATE ROUTE 171) IN KITE, GO SOUTH ALONG U.S. HIGHWAY 221
 CL2230'(STATE ROUTE 171) FOR 0.85 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 CL2230'156 TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 156
 CL2230'FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 164 TO THE RIGHT
 CL2230'AND DIRT COUNTY ROAD 161 TO THE LEFT.  CONTINUE GOING WEST ALONG
 CL2230'COUNTY ROAD 156 FOR 0.6 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 162
 CL2230'TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD 162 FOR 0.35
 CL2230'MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE RIGHT AND THE MARTIN
 CL2230'TRAILER ON THE RIGHT.  TURN RIGHT GOING WEST ALONG THE DRIVEWAY FOR
 CL2230'0.05 MILE TO THE STATION ON THE RIGHT.
 CL2230'
 CL2230'THE STATION IS LOCATED 159.5 FEET NORTH-NORTHEAST OF THE CENTERLINE
 CL2230'OF THE DRIVEWAY, 3 FEET SOUTH-SOUTHEAST OF A WITNESS POST SET
 CL2230'AT A FENCELINE, 43.9 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 CL2230'THE MARTIN RESIDENCE, 52.8 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 CL2230'RESIDENCE, 55.3 FEET EAST-SOUTHEAST OF A POWER POLE, AND 134.5 FEET
 CL2230'NORTHEAST OF THE NORTHEAST CORNER OF A BARN.  IT IS A STANDARD BRASS
 CL2230'DISK STAMPED---083-207 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2230'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND
 CL2230'WITH STEEL RODS EMBEDDED.
 CL2230'
 CL2230'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2230'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1914 ***********************************************************************
 CL1914  DESIGNATION -  BV 083 208
 CL1914  PID         -  CL1914
 CL1914  STATE/COUNTY-  GA/JOHNSON
 CL1914  USGS QUAD   -  DELLWOOD (1971)
 CL1914
 CL1914                         *CURRENT SURVEY CONTROL
 CL1914  ___________________________________________________________________
 CL1914* NAD 83(1994)-  32 44 02.32229(N)    082 29 30.51564(W)     ADJUSTED  
 CL1914* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 CL1914  ___________________________________________________________________
 CL1914  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CL1914  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CL1914
 CL1914  HORZ ORDER  -  SECOND
 CL1914
 CL1914.The horizontal coordinates were established by classical geodetic methods
 CL1914.and adjusted by the National Geodetic Survey in September 1997..
 CL1914
 CL1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1914
 CL1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1914
 CL1914.The geoid height was determined by GEOID03.
 CL1914
 CL1914;                    North         East     Units Scale Factor Converg.
 CL1914;SPC GA E     -   303,148.737   169,526.441   MT  0.99991145   -0 10 32.9
 CL1914;SPC GA E     -   994,580.48    556,188.00   sFT  0.99991145   -0 10 32.9
 CL1914;UTM  17      - 3,622,780.540   360,218.023   MT  0.99984093   -0 48 24.5
 CL1914
 CL1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1914!SPC GA E     -   0.99998837  x   0.99991145  =   0.99989982
 CL1914!UTM  17      -   0.99998837  x   0.99984093  =   0.99982930
 CL1914
 CL1914|---------------------------------------------------------------------|
 CL1914| PID    Reference Object                     Distance      Geod. Az  |
 CL1914|                                                           dddmmss.s |
 CL1914| CY7286 BV 083 208 RM 1                      26.243 METERS 02436     |
 CL1914| CL2223 BV 083 208 GADT AZ MK               APPROX. 0.8 KM 2740051.6 |
 CL1914|---------------------------------------------------------------------|
 CL1914
 CL1914                          SUPERSEDED SURVEY CONTROL
 CL1914
 CL1914  NAD 83(1986)-  32 44 02.32690(N)    082 29 30.51464(W) AD(       ) 2
 CL1914  NAD 27      -  32 44 01.75226(N)    082 29 31.04513(W) AD(       ) 2
 CL1914  NGVD 29 (07/19/86)  103.1    (m)          338.     (f) VERT ANG       
 CL1914
 CL1914.Superseded values are not recommended for survey control.
 CL1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1914.See file dsdata.txt to determine how the superseded data were derived.
 CL1914
 CL1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6021822781(NAD 83)
 CL1914_MARKER: DD = SURVEY DISK
 CL1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1914
 CL1914  HISTORY     - Date     Condition        Report By
 CL1914  HISTORY     - 1978     MONUMENTED       GADT
 CL1914
 CL1914                          STATION DESCRIPTION
 CL1914
 CL1914'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL1914'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHEAST OF
 CL1914'KITE, 10-1/4 MILES SOUTH OF BARTOW, AND 13-1/4 MILES EAST OF
 CL1914'WRIGHTSVILLE ON THE PROPERTY OF LOUIE WILLIAMS.
 CL1914'
 CL1914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL1914'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO NORTH ALONG U.S. HIGHWAY 221
 CL1914'(STATE ROUTE 171) FOR 3.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CL1914'122 TO THE RIGHT TO GUMLOG CHURCH.  TURN RIGHT GOING EAST ALONG COUNTY
 CL1914'ROAD 122 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 123 TO THE
 CL1914'LEFT (IN FRONT OF GUMLOG CHURCH).  TURN LEFT GOING NORTHERLY AND THEN
 CL1914'EASTERLY ALONG COUNTY ROAD 123 FOR 1.15 MILES TO THE AZIMUTH MARK ON
 CL1914'THE LEFT.  CONTINUE EAST ALONG COUNTY ROAD 123 FOR 0.5 MILE TO ITS
 CL1914'TERMINATION AT DIRT COUNTY ROAD 118 CROSSING.  THE WILLIAMS RESIDENCE
 CL1914'IS THE FIRST BRICK HOUSE ON THE LEFT NORTH OF THE INTERSECTION.
 CL1914'TURN RIGHT GOING SOUTHERLY ALONG COUNTY ROAD 118 FOR 0.05 MILE TO THE
 CL1914'STATION ON THE RIGHT.
 CL1914'
 CL1914'THE STATION IS LOCATED 19 FEET WEST-NORTHWEST OF THE
 CL1914'CENTERLINE OF COUNTY ROAD 118, 222 FEET WEST-SOUTHWEST OF THE
 CL1914'SOUTHWEST CORNER OF A CHIMNEY AT AN OLD WOOD HOUSE WITH RUSTY METAL
 CL1914'ROOF, 35.0 FEET WEST-NORTHWEST OF A FENCELINE ON THE EAST SIDE OF THE
 CL1914'ROAD, 148 FEET NORTH-NORTHWEST OF A POWER POLE, AND 2.8 FEET
 CL1914'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL1914'STAMPED---083-208 1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL1914'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1914'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL1914'STAMPED---083-208 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL1914'APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 CL1914'
 CL1914'REFERENCE MARK 1 IS LOCATED 145.3 FEET WEST OF THE SOUTHWEST CORNER OF
 CL1914'THE CHIMNEY ON THE OLD HOUSE WITH RUSTY METAL ROOF, 35.7 FEET
 CL1914'WEST-NORTHWEST OF AN END POST ON THE FENCELINE ON THE EAST SIDE OF THE
 CL1914'ROAD, 2.0 FEET WEST-NORTHWEST OF A WITNESS POST, 20 FEET
 CL1914'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD AND 134 FEET
 CL1914'WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER ON THE EAST SIDE OF
 CL1914'THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED---083-208 1978 RM 1---,
 CL1914'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL1914'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1914'
 CL1914'THE AZIMUTH MARK IS LOCATED ON COUNTY RIGHT OF WAY 17 FEET NORTH OF
 CL1914'THE CENTERLINE OF COUNTY ROAD 118, 26 FEET NORTHEAST OF THE POINT OF
 CL1914'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 123 AND A DIRT DRIVEWAY
 CL1914'TO THE SOUTH TO A YELLOW FRAME HOUSE, 103.2 FEET NORTHEAST OF THE
 CL1914'NORTHWEST CORNER OF THE YELLOW FRAME HOUSE WITH WHITE ROOF, 117.7 FEET
 CL1914'EAST OF A POWER POLE WITH TRANSFORMER, AND 1.2 FEET SOUTH OF A WITNESS
 CL1914'POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL1914'STAMPED---083-208 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL1914'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL1914'STEEL RODS EMBEDDED.
 CL1914'
 CL1914'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL1914'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2223 ***********************************************************************
 CL2223  DESIGNATION -  BV 083 208 GADT AZ MK
 CL2223  PID         -  CL2223
 CL2223  STATE/COUNTY-  GA/JOHNSON
 CL2223  USGS QUAD   -  KITE (1974)
 CL2223
 CL2223                         *CURRENT SURVEY CONTROL
 CL2223  ___________________________________________________________________
 CL2223* NAD 83(1994)-  32 44 04.07075(N)    082 30 00.00972(W)     ADJUSTED  
 CL2223* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 CL2223  ___________________________________________________________________
 CL2223  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CL2223  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL2223
 CL2223  HORZ ORDER  -  SECOND
 CL2223
 CL2223.The horizontal coordinates were established by classical geodetic methods
 CL2223.and adjusted by the National Geodetic Survey in September 1997..
 CL2223
 CL2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2223
 CL2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2223
 CL2223.The geoid height was determined by GEOID03.
 CL2223
 CL2223;                    North         East     Units Scale Factor Converg.
 CL2223;SPC GA E     -   303,204.980   168,758.749   MT  0.99991203   -0 10 48.9
 CL2223;SPC GA E     -   994,765.01    553,669.33   sFT  0.99991203   -0 10 48.9
 CL2223;UTM  17      - 3,622,845.230   359,451.050   MT  0.99984358   -0 48 40.5
 CL2223
 CL2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2223!SPC GA E     -   0.99998979  x   0.99991203  =   0.99990182
 CL2223!UTM  17      -   0.99998979  x   0.99984358  =   0.99983337
 CL2223
 CL2223                          SUPERSEDED SURVEY CONTROL
 CL2223
 CL2223  NAD 83(1986)-  32 44 04.07536(N)    082 30 00.00869(W) AD(       ) 2
 CL2223  NAD 27      -  32 44 03.50066(N)    082 30 00.53837(W) AD(       ) 2
 CL2223  NGVD 29 (07/19/86)   94.     (m)          308.     (f) VERT ANG       
 CL2223
 CL2223.Superseded values are not recommended for survey control.
 CL2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2223.See file dsdata.txt to determine how the superseded data were derived.
 CL2223
 CL2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5945122845(NAD 83)
 CL2223_MARKER: DD = SURVEY DISK
 CL2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2223+STABILITY: SURFACE MOTION
 CL2223
 CL2223  HISTORY     - Date     Condition        Report By
 CL2223  HISTORY     - 1978     MONUMENTED       GADT
 CL2223
 CL2223                          STATION DESCRIPTION
 CL2223
 CL2223'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2223'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHEAST OF
 CL2223'KITE, 10-1/4 MILES SOUTH OF BARTOW, AND 12-3/4 MILES EAST OF
 CL2223'WRIGHTSVILLE ON COUNTY RIGHT OF WAY.
 CL2223'
 CL2223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2223'ROUTE 171) AND STATE ROUTE 57 IN KITE, GO NORTH ALONG U.S. HIGHWAY
 CL2223'221 (STATE ROUTE 171) FOR 3.65 MILES TO THE JUNCTION OF DIRT COUNTY
 CL2223'ROAD 122 TO THE RIGHT AT GUMLOG CHURCH.  TURN RIGHT GOING EAST ALONG
 CL2223'COUNTY ROAD 122 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 123
 CL2223'TO THE LEFT (IN FRONT OF GUMLOG CHURCH).  TURN LEFT GOING NORTHERLY
 CL2223'AND THEN EASTERLY ALONG COUNTY ROAD 123 FOR 1.15 MILES TO THE STATION
 CL2223'ON THE LEFT.
 CL2223'
 CL2223'THE STATION IS LOCATED 17 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 CL2223'123, 26 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2223'OF COUNTY ROAD 123 AND A DIRT DRIVEWAY TO THE SOUTH TO A YELLOW FRAME
 CL2223'HOUSE, 103.2 FEET NORTHEAST OF THE NORTHWEST CORNER OF A YELLOW FRAME
 CL2223'HOUSE WITH WHITE ROOF, 117.7 FEET EAST OF A POWER POLE WITH
 CL2223'TRANSFORMER, AND 1.2 FEET SOUTH OF A WITNESS POST SET AT A FENCELINE.
 CL2223'IT IS A STANDARD BRASS DISK STAMPED---083-208 1978 AZ MK---, SET IN
 CL2223'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2223'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2223'
 CL2223'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2223'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2225 ***********************************************************************
 CL2225  DESIGNATION -  BV 083 209 GADT
 CL2225  PID         -  CL2225
 CL2225  STATE/COUNTY-  GA/JOHNSON
 CL2225  USGS QUAD   -  KITE (1974)
 CL2225
 CL2225                         *CURRENT SURVEY CONTROL
 CL2225  ___________________________________________________________________
 CL2225* NAD 83(1994)-  32 39 05.33125(N)    082 30 22.16822(W)     ADJUSTED  
 CL2225* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 CL2225  ___________________________________________________________________
 CL2225  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2225  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CL2225
 CL2225  HORZ ORDER  -  SECOND
 CL2225
 CL2225.The horizontal coordinates were established by classical geodetic methods
 CL2225.and adjusted by the National Geodetic Survey in September 1997..
 CL2225
 CL2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2225
 CL2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2225
 CL2225.The geoid height was determined by GEOID03.
 CL2225
 CL2225;                    North         East     Units Scale Factor Converg.
 CL2225;SPC GA E     -   294,004.910   168,152.418   MT  0.99991250   -0 10 59.4
 CL2225;SPC GA E     -   964,581.11    551,680.06   sFT  0.99991250   -0 10 59.4
 CL2225;UTM  17      - 3,613,653.007   358,743.598   MT  0.99984604   -0 48 45.9
 CL2225
 CL2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2225!SPC GA E     -   0.99998900  x   0.99991250  =   0.99990150
 CL2225!UTM  17      -   0.99998900  x   0.99984604  =   0.99983504
 CL2225
 CL2225|---------------------------------------------------------------------|
 CL2225| PID    Reference Object                     Distance      Geod. Az  |
 CL2225|                                                           dddmmss.s |
 CL2225| CL2238 BV 083 209 GADT TPT                  12.284 METERS 01414     |
 CL2225| CL2224 BV 083 209 GADT AZ MK               429.778 METERS 0241521.5 |
 CL2225| CL2237 BV 083 209 GADT RM 1                 20.872 METERS 02415     |
 CL2225|---------------------------------------------------------------------|
 CL2225
 CL2225                          SUPERSEDED SURVEY CONTROL
 CL2225
 CL2225  NAD 83(1986)-  32 39 05.33604(N)    082 30 22.16741(W) AD(       ) 2
 CL2225  NAD 27      -  32 39 04.75365(N)    082 30 22.69455(W) AD(       ) 2
 CL2225  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 CL2225
 CL2225.Superseded values are not recommended for survey control.
 CL2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2225.See file dsdata.txt to determine how the superseded data were derived.
 CL2225
 CL2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5874413653(NAD 83)
 CL2225_MARKER: DD = SURVEY DISK
 CL2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2225+STABILITY: SURFACE MOTION
 CL2225
 CL2225  HISTORY     - Date     Condition        Report By
 CL2225  HISTORY     - 1978     MONUMENTED       GADT
 CL2225
 CL2225                          STATION DESCRIPTION
 CL2225
 CL2225'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2225'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHWEST OF
 CL2225'KITE, 10-3/4 MILES WEST-NORTHWEST OF SWAINSBORO, AND 9-1/2 MILES
 CL2225'NORTH-NORTHEAST OF ADRIAN ON STATE RIGHT OF WAY.
 CL2225'
 CL2225'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND
 CL2225'U.S. HIGHWAY 221 (STATE ROUTE 171) IN KITE, GO SOUTH ALONG U.S.
 CL2225'HIGHWAY 221 (STATE ROUTE 171) FOR 0.8 MILE TO THE JUNCTION OF DIRT
 CL2225'COUNTY ROAD 156 TO THE RIGHT.  CONTINUE GOING SOUTHEAST TO SOUTH
 CL2225'ALONG U.S. HIGHWAY 221 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY
 CL2225'ROAD 157 TO THE LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 221
 CL2225'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH
 CL2225'ALONG U.S. HIGHWAY 221 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CL2225'
 CL2225'THE STATION IS LOCATED 33 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CL2225'U.S. HIGHWAY 221, 207.4 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 CL2225'114.5 FEET NORTH-NORTHWEST OF A POWER POLE ON THE EAST SIDE OF THE
 CL2225'HIGHWAY, 220 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 CL2225'CENTERLINES OF U.S. HIGHWAY 221 AND DIRT COUNTY ROAD 60 TO THE WEST,
 CL2225'AND 2.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL2225'DISK STAMPED---083-209 1978---, SET IN THE TOP OF A 10 INCH
 CL2225'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2225'STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2225'STAMPED---083-209 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2225'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL2225'
 CL2225'REFERENCE MARK 1 IS LOCATED 29 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2225'OF U.S. HIGHWAY 221, 287.5 FEET NORTH-NORTHEAST OF THE POINT OF
 CL2225'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD,
 CL2225'159.0 FEET SOUTH-SOUTHWEST OF THE POWER POLE WITH TRANSFORMER, 169.8
 CL2225'FEET NORTH OF THE POWER POLE ON THE EAST SIDE OF THE HIGHWAY, AND
 CL2225'3.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2225'STAMPED---083-209 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2225'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2225'STEEL RODS EMBEDDED.
 CL2225'
 CL2225'THE AZIMUTH MARK IS LOCATED 43 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL2225'OF THE HIGHWAY, 24.8 FEET EAST-NORTHEAST OF THE EAST END OF AN
 CL2225'18 INCH CONCRETE PIPE LAYING BESIDE A 24 INCH CONCRETE PIPE UNDER
 CL2225'THE HIGHWAY, 30.5 FEET NORTHEAST OF THE 24 INCH CROSSDRAIN PIPE UNDER
 CL2225'THE HIGHWAY, 7.4 FEET SOUTH OF A CLUSTER OF 6 INCH CHERRY TREES,
 CL2225'AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2225'STAMPED---083-209 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2225'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2225'STEEL RODS EMBEDDED.
 CL2225'
 CL2225'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2225'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2224 ***********************************************************************
 CL2224  DESIGNATION -  BV 083 209 GADT AZ MK
 CL2224  PID         -  CL2224
 CL2224  STATE/COUNTY-  GA/JOHNSON
 CL2224  USGS QUAD   -  KITE (1974)
 CL2224
 CL2224                         *CURRENT SURVEY CONTROL
 CL2224  ___________________________________________________________________
 CL2224* NAD 83(1994)-  32 39 18.05107(N)    082 30 15.39308(W)     ADJUSTED  
 CL2224* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL2224  ___________________________________________________________________
 CL2224  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2224  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CL2224
 CL2224  HORZ ORDER  -  SECOND
 CL2224
 CL2224.The horizontal coordinates were established by classical geodetic methods
 CL2224.and adjusted by the National Geodetic Survey in September 1997..
 CL2224
 CL2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2224
 CL2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2224
 CL2224.The geoid height was determined by GEOID03.
 CL2224
 CL2224;                    North         East     Units Scale Factor Converg.
 CL2224;SPC GA E     -   294,396.146   168,330.213   MT  0.99991236   -0 10 55.8
 CL2224;SPC GA E     -   965,864.69    552,263.37   sFT  0.99991236   -0 10 55.8
 CL2224;UTM  17      - 3,614,042.240   358,925.669   MT  0.99984541   -0 48 42.5
 CL2224
 CL2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2224!SPC GA E     -   0.99999041  x   0.99991236  =   0.99990277
 CL2224!UTM  17      -   0.99999041  x   0.99984541  =   0.99983582
 CL2224
 CL2224                          SUPERSEDED SURVEY CONTROL
 CL2224
 CL2224  NAD 83(1986)-  32 39 18.05585(N)    082 30 15.39228(W) AD(       ) 2
 CL2224  NAD 27      -  32 39 17.47383(N)    082 30 15.91965(W) AD(       ) 2
 CL2224  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL2224
 CL2224.Superseded values are not recommended for survey control.
 CL2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2224.See file dsdata.txt to determine how the superseded data were derived.
 CL2224
 CL2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5892614042(NAD 83)
 CL2224_MARKER: DD = SURVEY DISK
 CL2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2224+STABILITY: SURFACE MOTION
 CL2224
 CL2224  HISTORY     - Date     Condition        Report By
 CL2224  HISTORY     - 1978     MONUMENTED       GADT
 CL2224
 CL2224                          STATION DESCRIPTION
 CL2224
 CL2224'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2224'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHEAST OF
 CL2224'KITE, 10 MILES NORTH-NORTHEAST OF ADRIAN, AND 10-1/2 MILES
 CL2224'WEST-NORTHWEST OF SWAINSBORO ON STATE RIGHT OF WAY.
 CL2224'
 CL2224'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND U.S.
 CL2224'HIGHWAY 221 (STATE ROUTE 171) IN KITE, GO SOUTH ON U.S. HIGHWAY 221
 CL2224'(STATE ROUTE 171) FOR 0.8 MILE TO THE JUNCTION OF DIRT COUNTY ROAD
 CL2224'156 TO THE RIGHT.  CONTINUE GOING SOUTHEAST TO SOUTH ALONG U.S.
 CL2224'HIGHWAY 221 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 157 TO
 CL2224'THE LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 221 FOR 0.2 MILE
 CL2224'TO THE STATION ON THE LEFT.
 CL2224'
 CL2224'THE STATION IS LOCATED 43 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 CL2224'U.S. HIGHWAY 221, 24.8 FEET EAST-NORTHEAST OF THE CENTER OF THE EAST
 CL2224'END OF AN 18 INCH CONCRETE PIPE LAYING BESIDE A 24 INCH CONCRETE PIPE
 CL2224'UNDER THE HIGHWAY, 30.5 FEET NORTHEAST OF THE 24 INCH CROSSDRAIN PIPE
 CL2224'UNDER THE HIGHWAY, 7.4 FEET SOUTH OF A CLUSTER OF 6 INCH CHERRY
 CL2224'TREES, AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A
 CL2224'STANDARD BRASS DISK STAMPED---083-209 1978 AZ MK---, SET IN THE TOP
 CL2224'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2224'GROUND WITH STEEL RODS EMBEDDED.
 CL2224'
 CL2224'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2224'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2237 ***********************************************************************
 CL2237  DESIGNATION -  BV 083 209 GADT RM 1
 CL2237  PID         -  CL2237
 CL2237  STATE/COUNTY-  GA/JOHNSON
 CL2237  USGS QUAD   -  KITE (1974)
 CL2237
 CL2237                         *CURRENT SURVEY CONTROL
 CL2237  ___________________________________________________________________
 CL2237* NAD 83(1994)-  32 39 05.94904(N)    082 30 21.83936(W)     ADJUSTED  
 CL2237* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 CL2237  ___________________________________________________________________
 CL2237  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2237  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CL2237
 CL2237  HORZ ORDER  -  SECOND
 CL2237
 CL2237.The horizontal coordinates were established by classical geodetic methods
 CL2237.and adjusted by the National Geodetic Survey in September 1997..
 CL2237
 CL2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2237
 CL2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2237
 CL2237.The geoid height was determined by GEOID03.
 CL2237
 CL2237;                    North         East     Units Scale Factor Converg.
 CL2237;SPC GA E     -   294,023.912   168,161.048   MT  0.99991250   -0 10 59.2
 CL2237;SPC GA E     -   964,643.45    551,708.37   sFT  0.99991250   -0 10 59.2
 CL2237;UTM  17      - 3,613,671.912   358,752.436   MT  0.99984601   -0 48 45.7
 CL2237
 CL2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2237!SPC GA E     -   0.99998900  x   0.99991250  =   0.99990150
 CL2237!UTM  17      -   0.99998900  x   0.99984601  =   0.99983501
 CL2237
 CL2237                          SUPERSEDED SURVEY CONTROL
 CL2237
 CL2237  NAD 83(1986)-  32 39 05.95382(N)    082 30 21.83855(W) AD(       ) 2
 CL2237  NAD 27      -  32 39 05.37146(N)    082 30 22.36570(W) AD(       ) 2
 CL2237  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 CL2237
 CL2237.Superseded values are not recommended for survey control.
 CL2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2237.See file dsdata.txt to determine how the superseded data were derived.
 CL2237
 CL2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5875213672(NAD 83)
 CL2237_MARKER: DD = SURVEY DISK
 CL2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2237+STABILITY: SURFACE MOTION
 CL2237
 CL2237  HISTORY     - Date     Condition        Report By
 CL2237  HISTORY     - 1978     MONUMENTED       GADT
 CL2237
 CL2237                          STATION DESCRIPTION
 CL2237
 CL2237'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2237'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHEAST OF
 CL2237'KITE, 10-3/4 MILES WEST-NORTHWEST OF SWAINSBORO, AND 9-1/2 MILES
 CL2237'NORTH-NORTHEAST OF ADRIAN ON STATE RIGHT OF WAY.
 CL2237'
 CL2237'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND U.S.
 CL2237'HIGHWAY 221 (STATE ROUTE 171) IN KITE, GO SOUTH ALONG U.S. HIGHWAY 221
 CL2237'(STATE ROUTE 171) FOR 0.8 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 156
 CL2237'TO THE RIGHT.  CONTINUE GOING SOUTHEAST TO SOUTH ALONG U.S.
 CL2237'HIGHWAY 221 FOR 1.9 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 157 TO
 CL2237'THE LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 221 FOR 0.4 MILE
 CL2237'TO THE STATION ON THE RIGHT.
 CL2237'
 CL2237'THE STATION IS LOCATED 29 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CL2237'THE HIGHWAY, 159.0 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A
 CL2237'TRANSFORMER, 169.8 FEET NORTH OF A POWER POLE ON THE EAST SIDE OF THE
 CL2237'HIGHWAY,287.5 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF
 CL2237'THE CENTERLINES OF THE HIGHWAY AND DIRT COUNTY ROAD 60 TO THE
 CL2237'NORTHWEST, AND 3.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A
 CL2237'STANDARD BRASS DISK STAMPED---083-209 1978 RM 1---, SET IN THE TOP
 CL2237'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2237'GROUND WITH STEEL RODS EMBEDDED.
 CL2237'
 CL2237'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2237'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2282 ***********************************************************************
 CL2282  DESIGNATION -  BV 083 210 GADT
 CL2282  PID         -  CL2282
 CL2282  STATE/COUNTY-  GA/JOHNSON
 CL2282  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL2282
 CL2282                         *CURRENT SURVEY CONTROL
 CL2282  ___________________________________________________________________
 CL2282* NAD 83(1994)-  32 39 33.13151(N)    082 38 59.93187(W)     ADJUSTED  
 CL2282* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL2282  ___________________________________________________________________
 CL2282  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CL2282  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CL2282
 CL2282  HORZ ORDER  -  SECOND
 CL2282
 CL2282.The horizontal coordinates were established by classical geodetic methods
 CL2282.and adjusted by the National Geodetic Survey in September 1997..
 CL2282
 CL2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2282
 CL2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2282
 CL2282.The geoid height was determined by GEOID03.
 CL2282
 CL2282;                    North         East     Units Scale Factor Converg.
 CL2282;SPC GA E     -   294,913.496   154,664.179   MT  0.99992534   -0 15 39.0
 CL2282;SPC GA E     -   967,562.03    507,427.39   sFT  0.99992534   -0 15 39.0
 CL2282;UTM  17      - 3,614,709.717   345,266.810   MT  0.99989523   -0 53 26.1
 CL2282
 CL2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2282!SPC GA E     -   0.99998991  x   0.99992534  =   0.99991525
 CL2282!UTM  17      -   0.99998991  x   0.99989523  =   0.99988514
 CL2282
 CL2282:                Primary Azimuth Mark                     Grid Az
 CL2282:SPC GA E     -  BV 083 210 GADT AZ MK                    100 37 48.8
 CL2282:UTM  17      -  BV 083 210 GADT AZ MK                    101 15 35.9
 CL2282
 CL2282|---------------------------------------------------------------------|
 CL2282| PID    Reference Object                     Distance      Geod. Az  |
 CL2282|                                                           dddmmss.s |
 CL2282| CL2278 BV 083 210 GADT AZ MK               APPROX. 0.8 KM 1002209.8 |
 CL2282| CL2279 BV 083 210 GADT AZ TPT               21.904 METERS 10057     |
 CL2282| CL2283 BV 083 210 GADT RM 1                 26.966 METERS 35956     |
 CL2282|---------------------------------------------------------------------|
 CL2282
 CL2282                          SUPERSEDED SURVEY CONTROL
 CL2282
 CL2282  NAD 83(1986)-  32 39 33.13601(N)    082 38 59.93062(W) AD(       ) 2
 CL2282  NAD 27      -  32 39 32.55397(N)    082 39 00.44369(W) AD(       ) 2
 CL2282  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL2282
 CL2282.Superseded values are not recommended for survey control.
 CL2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2282.See file dsdata.txt to determine how the superseded data were derived.
 CL2282
 CL2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4526714710(NAD 83)
 CL2282_MARKER: DD = SURVEY DISK
 CL2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2282+STABILITY: SURFACE MOTION
 CL2282
 CL2282  HISTORY     - Date     Condition        Report By
 CL2282  HISTORY     - 1978     MONUMENTED       GADT
 CL2282
 CL2282                          STATION DESCRIPTION
 CL2282
 CL2282'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2282'THE STATION IS LOCATED APPROXIMATELY 7 MILES EAST-NORTHEAST OF LOVETT,
 CL2282'6-1/4 MILES SOUTHEAST OF WRIGHTSVILLE, AND 8-1/4 MILES WEST-SOUTHWEST
 CL2282'OF KITE ON COUNTY RIGHT OF WAY.
 CL2282'
 CL2282'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 78 (STATE ROUTE
 CL2282'15) AND STATE ROUTE 57 TO THE EAST IN WRIGHTSVILLE, GO SOUTH ALONG
 CL2282'STATE ROUTE 78 (STATE ROUTE 15) FOR 2.6 MILES TO THE JUNCTION OF DIRT
 CL2282'COUNTY ROAD 43 TO THE RIGHT AND PAVED COUNTY ROAD 175 FORKING TO THE
 CL2282'LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 175 FOR 3.9 MILES
 CL2282'TO THE JUNCTION OF PAVED COUNTY ROAD 33 TO THE RIGHT.  CONTINUE GOING
 CL2282'SOUTHEAST ALONG COUNTY ROAD 175 FOR 0.6 MILE TO THE STATION ON THE
 CL2282'RIGHT.
 CL2282'
 CL2282'THE STATION IS LOCATED 37 FEET SOUTH-SOUTHWEST OF THE ROAD, 62.8 FEET
 CL2282'WEST OF A POWER POLE WITH TRANSFORMER, 171.7 FEET SOUTHWEST OF THE
 CL2282'SOUTHWEST CORNER OF THE LIBERTY GROVE BAPTIST CHURCH FELLOWSHIP
 CL2282'BUILDING, 171.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CL2282'LIBERTY GROVE BAPTIST CHURCH BUILDING, AND 2.0 FEET NORTH-NORTHEAST OF
 CL2282'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---083-210
 CL2282'1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2282'WITH THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK
 CL2282'IS A STANDARD DISK STAMPED---083-210 1978---, SET IN AN IRREGULAR
 CL2282'MASS OF CONCRETE APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE
 CL2282'GROUND.
 CL2282'
 CL2282'REFERENCE MARK 1 IS LOCATED 49 FEET NORTH-NORTHEAST OF THE CENTERLINE
 CL2282'OF THE ROAD, 100.8 FEET WEST OF THE SOUTHWEST CORNER OF THE FELLOWSHIP
 CL2282'BUILDING, 118.3 FEET WEST OF THE SOUTHWEST CORNER OF THE CHURCH
 CL2282'BUILDING, 105.0 FEETT WEST-NORTHWEST OF A UTILITY LIGHT POLE AT THE
 CL2282'LIBERTY CHURCH SIGN, AND 13.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 CL2282'A STANDARD DISK STAMPED---083-210 1978 RM 1---, SET IN THE TOP OF A 10
 CL2282'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2282'WITH STEEL RODS EMBEDDED.
 CL2282'
 CL2282'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST ALONG COUNTY
 CL2282'ROAD 175 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED
 CL2282'36 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 113.4 FEET
 CL2282'SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 CL2282'NORTH SIDE OF THE ROAD, 15.7 FEET NORTH-NORTHEAST OF A 12 INCH PECAN
 CL2282'TREE, 149.0 FEET WEST-SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF
 CL2282'THE ROAD, 169.2 FEET SOUTHWEST OF A 48 INCH PECAN TREE ON THE NORTH
 CL2282'SIDE OF THE ROAD, AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 CL2282'STANDARD
 CL2282'DISK STAMPED---083-210 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2282'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2282'STEEL RODS EMBEDDED.
 CL2282'
 CL2282'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2282'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2278 ***********************************************************************
 CL2278  DESIGNATION -  BV 083 210 GADT AZ MK
 CL2278  PID         -  CL2278
 CL2278  STATE/COUNTY-  GA/JOHNSON
 CL2278  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL2278
 CL2278                         *CURRENT SURVEY CONTROL
 CL2278  ___________________________________________________________________
 CL2278* NAD 83(1994)-  32 39 28.59969(N)    082 38 30.66072(W)     ADJUSTED  
 CL2278* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 CL2278  ___________________________________________________________________
 CL2278  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CL2278  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CL2278
 CL2278  HORZ ORDER  -  SECOND
 CL2278
 CL2278.The horizontal coordinates were established by classical geodetic methods
 CL2278.and adjusted by the National Geodetic Survey in September 1997..
 CL2278
 CL2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2278
 CL2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2278
 CL2278.The geoid height was determined by GEOID03.
 CL2278
 CL2278;                    North         East     Units Scale Factor Converg.
 CL2278;SPC GA E     -   294,770.462   155,426.254   MT  0.99992449   -0 15 23.1
 CL2278;SPC GA E     -   967,092.76    509,927.63   sFT  0.99992449   -0 15 23.1
 CL2278;UTM  17      - 3,614,558.320   346,027.242   MT  0.99989234   -0 53 10.2
 CL2278
 CL2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2278!SPC GA E     -   0.99999007  x   0.99992449  =   0.99991456
 CL2278!UTM  17      -   0.99999007  x   0.99989234  =   0.99988241
 CL2278
 CL2278                          SUPERSEDED SURVEY CONTROL
 CL2278
 CL2278  NAD 83(1986)-  32 39 28.60422(N)    082 38 30.65944(W) AD(       ) 2
 CL2278  NAD 27      -  32 39 28.02214(N)    082 38 31.17334(W) AD(       ) 2
 CL2278  NGVD 29 (07/19/86)   92.     (m)          302.     (f) VERT ANG       
 CL2278
 CL2278.Superseded values are not recommended for survey control.
 CL2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2278.See file dsdata.txt to determine how the superseded data were derived.
 CL2278
 CL2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4602714558(NAD 83)
 CL2278_MARKER: DD = SURVEY DISK
 CL2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2278+STABILITY: SURFACE MOTION
 CL2278
 CL2278  HISTORY     - Date     Condition        Report By
 CL2278  HISTORY     - 1978     MONUMENTED       GADT
 CL2278
 CL2278                          STATION DESCRIPTION
 CL2278
 CL2278'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2278'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES SOUTHEAST OF
 CL2278'WRIGHTSVILLE, 7-1/2 MILES EAST-NORTHEAST OF LOVETT, AND 8 MILES
 CL2278'WEST-SOUTHWEST OF KITE ON COUNTY RIGHT OF WAY.
 CL2278'
 CL2278'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 78 (STATE ROUTE
 CL2278'15) AND STATE ROUTE 57 TO THE EAST IN WRIGHTSVILLE, GO SOUTH ALONG
 CL2278'STATE ROUTE 78 (STATE ROUTE 15) FOR 2.6 MILES TO THE JUNCTION OF DIRT
 CL2278'COUNTY ROAD 43 TO THE RIGHT AND PAVED COUNTY ROAD 175 FORKING TO THE
 CL2278'LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 175 FOR 3.9 MILES
 CL2278'TO THE JUNCTION OF PAVED COUNTY ROAD 33 TO THE RIGHT.  CONTINUE GOING
 CL2278'SOUTHEAST ALONG COUNTY ROAD 175 FOR 1.1 MILES TO THE STATION ON THE
 CL2278'RIGHT.
 CL2278'
 CL2278'THE STATION IS LOCATED 36 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2278'THE ROAD, 113.4 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 CL2278'PEDESTAL ON THE NORTH SIDE OF THE ROAD, 15.7 FEET NORTH-NORTHEAST OF A
 CL2278'12 INCH PECAN TREE, 149.0 FEET WEST-SOUTHWEST OF A POWER POLE ON THE
 CL2278'NORTH SIDE OF THE ROAD, 169.3 FEET SOUTHWEST OF A 48 INCH PECAN TREE
 CL2278'ON THE NORTH SIDE OF THE ROAD, AND 3 FEET NORTHEAST OF A WITNESS POST.
 CL2278'IT IS A STANDARD BRASS DISK STAMPED---083-210 1978 AZ MK---, SET IN
 CL2278'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2278'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2278'
 CL2278'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2278'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2283 ***********************************************************************
 CL2283  DESIGNATION -  BV 083 210 GADT RM 1
 CL2283  PID         -  CL2283
 CL2283  STATE/COUNTY-  GA/JOHNSON
 CL2283  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL2283
 CL2283                         *CURRENT SURVEY CONTROL
 CL2283  ___________________________________________________________________
 CL2283* NAD 83(1994)-  32 39 34.00689(N)    082 38 59.93294(W)     ADJUSTED  
 CL2283* NAVD 88     -        94.     (meters)     308.     (feet)  VERTCON   
 CL2283  ___________________________________________________________________
 CL2283  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CL2283  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CL2283
 CL2283  HORZ ORDER  -  SECOND
 CL2283
 CL2283.The horizontal coordinates were established by classical geodetic methods
 CL2283.and adjusted by the National Geodetic Survey in September 1997..
 CL2283
 CL2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2283
 CL2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2283
 CL2283.The geoid height was determined by GEOID03.
 CL2283
 CL2283;                    North         East     Units Scale Factor Converg.
 CL2283;SPC GA E     -   294,940.460   154,664.274   MT  0.99992534   -0 15 39.0
 CL2283;SPC GA E     -   967,650.49    507,427.71   sFT  0.99992534   -0 15 39.0
 CL2283;UTM  17      - 3,614,736.677   345,267.201   MT  0.99989523   -0 53 26.1
 CL2283
 CL2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2283!SPC GA E     -   0.99998975  x   0.99992534  =   0.99991510
 CL2283!UTM  17      -   0.99998975  x   0.99989523  =   0.99988499
 CL2283
 CL2283                          SUPERSEDED SURVEY CONTROL
 CL2283
 CL2283  NAD 83(1986)-  32 39 34.01139(N)    082 38 59.93168(W) AD(       ) 2
 CL2283  NAD 27      -  32 39 33.42938(N)    082 39 00.44477(W) AD(       ) 2
 CL2283  NGVD 29 (07/19/86)   94.     (m)          308.     (f) VERT ANG       
 CL2283
 CL2283.Superseded values are not recommended for survey control.
 CL2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2283.See file dsdata.txt to determine how the superseded data were derived.
 CL2283
 CL2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4526714737(NAD 83)
 CL2283_MARKER: DD = SURVEY DISK
 CL2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2283+STABILITY: SURFACE MOTION
 CL2283
 CL2283  HISTORY     - Date     Condition        Report By
 CL2283  HISTORY     - 1978     MONUMENTED       GADT
 CL2283
 CL2283                          STATION DESCRIPTION
 CL2283
 CL2283'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2283'THE STATION IS LOCATED APPROXIMATELY 7 MILES EAST-NORTHEAST OF LOVETT,
 CL2283'6-1/4 MILES SOUTHEAST OF WRIGHTSVILLE, AND 8-1/4 MILES WEST-SOUTHWEST
 CL2283'OF KITE ON COUNTY RIGHT OF WAY.
 CL2283'
 CL2283'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 78 (STATE ROUTE
 CL2283'15) AND STATE ROUTE 57 TO THE EAST IN WRIGHTSVILLE, GO SOUTH ALONG
 CL2283'STATE ROUTE 78 (STATE ROUTE 15) FOR 2.6 MILES TO THE JUNCTION OF DIRT
 CL2283'COUNTY ROAD 43 TO THE RIGHT AND PAVED COUNTY ROAD 175 FORKING TO THE
 CL2283'LEFT.  TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 175 FOR 3.9 MILES
 CL2283'TO THE JUNCTION OF PAVED COUNTY ROAD 33 TO THE RIGHT.  CONTINUE GOING
 CL2283'SOUTHEAST ALONG COUNTY ROAD 175 FOR 0.6 MILE TO THE STATION ON THE
 CL2283'LEFT.
 CL2283'
 CL2283'THE STATION IS LOCATED 49 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL2283'THE ROAD, 100.8 FEET WEST OF THE SOUTHWEST CORNER OF THE LIBERTY
 CL2283'GROVE BAPTIST CHURCH FELLOSHIP BUILDING, 118.3 FEET WEST OF THE
 CL2283'SOUTHWEST CORNER OF THE LIBERTY GROVE BAPTIST CHURCH BUILDING, 105.0
 CL2283'FEET WEST-NORTHWEST OF A UTILITY LIGHT POLE AT THE LIBERTY CHURCH
 CL2283'SIGN, AND 13.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL2283'BRASS DISK STAMPED---083-210 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2283'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2283'STEEL RODS EMBEDDED.
 CL2283'
 CL2283'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2283'FROM--GENERAL HIGHWAY MAP JOHNSON COUNTY 1975 REVISED AUG 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2586 ***********************************************************************
 CL2586  DESIGNATION -  BV 084 200
 CL2586  PID         -  CL2586
 CL2586  STATE/COUNTY-  GA/JONES
 CL2586  USGS QUAD   -  MACON NE (1985)
 CL2586
 CL2586                         *CURRENT SURVEY CONTROL
 CL2586  ___________________________________________________________________
 CL2586* NAD 83(1994)-  32 53 52.79024(N)    083 35 42.51163(W)     ADJUSTED  
 CL2586* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 CL2586  ___________________________________________________________________
 CL2586  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CL2586  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CL2586
 CL2586  HORZ ORDER  -  SECOND
 CL2586
 CL2586.The horizontal coordinates were established by classical geodetic methods
 CL2586.and adjusted by the National Geodetic Survey in September 1997..
 CL2586
 CL2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2586
 CL2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2586
 CL2586.The geoid height was determined by GEOID03.
 CL2586
 CL2586;                    North         East     Units Scale Factor Converg.
 CL2586;SPC GA W     -   321,434.892   753,467.199   MT  0.99993524   +0 18 37.5
 CL2586;SPC GA W     - 1,054,574.31  2,472,000.30   sFT  0.99993524   +0 18 37.5
 CL2586;UTM  17      - 3,642,966.086   257,259.775   MT  1.00032659   -1 24 36.8
 CL2586
 CL2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2586!SPC GA W     -   0.99998135  x   0.99993524  =   0.99991659
 CL2586!UTM  17      -   0.99998135  x   1.00032659  =   1.00030794
 CL2586
 CL2586:                Primary Azimuth Mark                     Grid Az
 CL2586:SPC GA W     -  BV 084 200 AZ MK                         041 58 34.4
 CL2586:UTM  17      -  BV 084 200 AZ MK                         043 41 48.7
 CL2586
 CL2586|---------------------------------------------------------------------|
 CL2586| PID    Reference Object                     Distance      Geod. Az  |
 CL2586|                                                           dddmmss.s |
 CL2586| CY7508 BV 084 200 AZ MK                                   0421711.9 |
 CL2586| CL2585 MACON TV CABLE CORP MAST            APPROX. 0.8 KM 2283425.6 |
 CL2586| CL2587 BV 084 200 GADT 1974 PTA             24.368 METERS 27419     |
 CL2586|---------------------------------------------------------------------|
 CL2586
 CL2586                          SUPERSEDED SURVEY CONTROL
 CL2586
 CL2586  NAD 83(1986)-  32 53 52.79507(N)    083 35 42.51067(W) AD(       ) 2
 CL2586  NAD 27      -  32 53 52.30453(N)    083 35 42.86413(W) AD(       ) 2
 CL2586  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 CL2586
 CL2586.Superseded values are not recommended for survey control.
 CL2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2586.See file dsdata.txt to determine how the superseded data were derived.
 CL2586
 CL2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5726042966(NAD 83)
 CL2586_MARKER: DD = SURVEY DISK
 CL2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2586
 CL2586  HISTORY     - Date     Condition        Report By
 CL2586  HISTORY     - 1974     MONUMENTED       GADT
 CL2586
 CL2586                          STATION DESCRIPTION
 CL2586
 CL2586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2586'THE STATION IS LOCATED 4-1/2 MILES NORTH-NORTHEAST OF MACON,
 CL2586'8-1/2 MILES SOUTH-SOUTHWEST OF GRAY AND 12-1/2 MILES
 CL2586'EAST-SOUTHEAST OF BOLINGBROKE ON COUNTY RIGHT OF WAY.
 CL2586'
 CL2586'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 80 AND
 CL2586'INTERSTATE 16 IN MACON, TRAVEL NORTH ALONG U.S. HIGHWAY 80 FOR
 CL2586'0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 129 AND 80 TO THE RIGHT
 CL2586'AND U.S. HIGHWAY 129 AHEAD.  GO NORTH ALONG U.S. HIGHWAY 129 FOR
 CL2586'2.2 MILES TO THE JONES COUNTY LINE.  CONTINUE ALONG U.S. HIGHWAY
 CL2586'129 IN A NORTHERLY DIRECTION FOR 0.95 MILE TO THE CROSSING OF
 CL2586'COUNTY ROAD 182 TO THE RIGHT AND COUNTY ROAD 3 TO THE LEFT.
 CL2586'TURN LEFT, GOING WESTERLY ALONG COUNTY ROAD 3 FOR 0.05 MILES TO
 CL2586'THE POINT WHERE IT MAKES A SHARP TURN TO THE LEFT AND THE
 CL2586'AZIMUTH MARK ON THE RIGHT.  TURN LEFT, GOING SOUTHWESTERLY
 CL2586'ALONG COUNTY ROAD 3 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CL2586'
 CL2586'THE STATION IS A STANDARD BRASS DISK STAMPED 084-200, SET IN
 CL2586'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2586'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2586'STAMPED 084-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2586'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2586'LOCATED 33.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE COUNTY
 CL2586'ROAD, 131.0 FEET NORTHEAST OF A POWER POLE, 42.0 FEET SOUTHWEST
 CL2586'OF ANOTHER POWER POLE, AND 3.0 FEET NORTHWEST OF A WITNESS
 CL2586'POST SET ON A FENCELINE.
 CL2586'
 CL2586'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 084-200 AZMK, SET IN
 CL2586'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2586'SURFACE OF THE GROUND.  IT IS LOCATED APPROXIMATELY 325 FEET
 CL2586'NORTHEAST OF THE POINT WHERE COUNTY ROAD 3 TURNS SHARPLY LEFT AT
 CL2586'THE END OF PAVEMENT, 2.8 FEET EAST OF A WITNESS POST, 38.0 FEET
 CL2586'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 CL2586'129 AND 152.0 FEET NORTH OF A POWER POLE LOCATED NORTH OF THE
 CL2586'COUNTY ROAD AND WEST OF U.S. HIGHWAY 129.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2588 ***********************************************************************
 CL2588  DESIGNATION -  BV 084 201
 CL2588  PID         -  CL2588
 CL2588  STATE/COUNTY-  GA/JONES
 CL2588  USGS QUAD   -  MACON NE (1985)
 CL2588
 CL2588                         *CURRENT SURVEY CONTROL
 CL2588  ___________________________________________________________________
 CL2588* NAD 83(1994)-  32 56 52.13263(N)    083 36 33.66080(W)     ADJUSTED  
 CL2588* NAVD 88     -       157.     (meters)     515.     (feet)  VERTCON   
 CL2588  ___________________________________________________________________
 CL2588  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CL2588  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CL2588
 CL2588  HORZ ORDER  -  SECOND
 CL2588
 CL2588.The horizontal coordinates were established by classical geodetic methods
 CL2588.and adjusted by the National Geodetic Survey in September 1997..
 CL2588
 CL2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2588
 CL2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2588
 CL2588.The geoid height was determined by GEOID03.
 CL2588
 CL2588;                    North         East     Units Scale Factor Converg.
 CL2588;SPC GA W     -   326,952.231   752,108.780   MT  0.99993347   +0 18 11.2
 CL2588;SPC GA W     - 1,072,675.78  2,467,543.56   sFT  0.99993347   +0 18 11.2
 CL2588;UTM  17      - 3,648,523.949   256,067.275   MT  1.00033374   -1 25 11.5
 CL2588
 CL2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2588!SPC GA W     -   0.99997962  x   0.99993347  =   0.99991309
 CL2588!UTM  17      -   0.99997962  x   1.00033374  =   1.00031335
 CL2588
 CL2588:                Primary Azimuth Mark                     Grid Az
 CL2588:SPC GA W     -  BV 084 201 AZ MK                         144 54 45.2
 CL2588:UTM  17      -  BV 084 201 AZ MK                         146 38 07.9
 CL2588
 CL2588|---------------------------------------------------------------------|
 CL2588| PID    Reference Object                     Distance      Geod. Az  |
 CL2588|                                                           dddmmss.s |
 CL2588| CY7509 BV 084 201 AZ MK                                   1451256.4 |
 CL2588| CL2641 ARKWRIGHT SOU RWY MICROWAVE         APPROX. 5.8 KM 3015356.5 |
 CL2588| CL2589 BV 084 201 GADT 1974 PTA             20.405 METERS 33242     |
 CL2588|---------------------------------------------------------------------|
 CL2588
 CL2588                          SUPERSEDED SURVEY CONTROL
 CL2588
 CL2588  NAD 83(1986)-  32 56 52.13767(N)    083 36 33.65982(W) AD(       ) 2
 CL2588  NAD 27      -  32 56 51.64850(N)    083 36 34.02161(W) AD(       ) 2
 CL2588  NGVD 29 (07/19/86)  157.     (m)          515.     (f) VERT ANG       
 CL2588
 CL2588.Superseded values are not recommended for survey control.
 CL2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2588.See file dsdata.txt to determine how the superseded data were derived.
 CL2588
 CL2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5606748524(NAD 83)
 CL2588_MARKER: DD = SURVEY DISK
 CL2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2588
 CL2588  HISTORY     - Date     Condition        Report By
 CL2588  HISTORY     - 1974     MONUMENTED       GADT
 CL2588
 CL2588                          STATION DESCRIPTION
 CL2588
 CL2588'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2588'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHEAST OF GRAY,
 CL2588'7-1/2 MILES NORTH OF MACON, AND 11-1/4 MILES WEST OF BOLINGBROKE
 CL2588'ON THE PROPERTY OF MR. AUBREY BARKER, GRAY, GEORGIA.  PHONE
 CL2588'745-3712.
 CL2588'
 CL2588'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 129
 CL2588'(STATE ROUTE 17) AND STATE ROUTES 18 AND 44 IN GRAY, TRAVEL
 CL2588'SOUTHEASTERLY ALONG U.S. HIGHWAY 129 FOR 2.5 MILES TO THE JUNCTION
 CL2588'OF STATE ROUTE 18 TO THE RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY
 CL2588'129 FOR 2.0 MILES TO THE CROSSING OF COUNTY ROAD 1.  TURN RIGHT,
 CL2588'TRAVELING WESTERLY FOR 0.75 MILE TO THE JUNCTION OF COUNTY ROAD
 CL2588'8 CROSSING.  CONTINUE SOUTHWESTERLY ALONG COUNTY ROAD 1 FOR
 CL2588'1.35 MILES TO THE JUNCTION OF A DIRT ROAD TO THE RIGHT.  TURN
 CL2588'RIGHT, GOING NORTHWEST ALONG THE DIRT ROAD FOR 0.15 MILE TO
 CL2588'THE AZIMUTH MARK ON THE RIGHT, IN A PASTURE.  CONTINUE ALONG
 CL2588'THE DIRT ROAD FOR 0.35 MILE TO ITS TERMINATION AT A HOUSE ON
 CL2588'THE RIGHT AND THE STATION ON THE LEFT.
 CL2588'
 CL2588'THE STATION IS A STANDARD BRASS DISK STAMPED 084-201, SET IN THE
 CL2588'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2588'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2588'084-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CL2588'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 60.0 FEET
 CL2588'NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 7.5 FEET SOUTHWEST
 CL2588'OF A WITNESS POST, 6.5 FEET SOUTHWEST OF A POWER POLE, AND 6.5
 CL2588'FEET NORTHEAST OF THE EAST CORNER OF A PUMPHOUSE.
 CL2588'
 CL2588'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 084-201 AZMK, SET IN
 CL2588'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2588'SURFACE OF THE GROUND.  IT IS LOCATED 95.0 FEET EAST OF THE
 CL2588'CENTERLINE OF THE DIRT ROAD, 1.5 FEET NORTHWEST OF A WITNESS
 CL2588'POST, 75.0 FEET NORTHWEST OF A FENCE CORNER, AND 2.0 FEET NORTH
 CL2588'OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2634 ***********************************************************************
 CL2634  DESIGNATION -  BV 084 202
 CL2634  PID         -  CL2634
 CL2634  STATE/COUNTY-  GA/JONES
 CL2634  USGS QUAD   -  MACON NW (1985)
 CL2634
 CL2634                         *CURRENT SURVEY CONTROL
 CL2634  ___________________________________________________________________
 CL2634* NAD 83(1994)-  32 53 52.28986(N)    083 38 43.13503(W)     ADJUSTED  
 CL2634* NAVD 88     -       151.     (meters)     495.     (feet)  VERTCON   
 CL2634  ___________________________________________________________________
 CL2634  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CL2634  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL2634
 CL2634  HORZ ORDER  -  SECOND
 CL2634
 CL2634.The horizontal coordinates were established by classical geodetic methods
 CL2634.and adjusted by the National Geodetic Survey in September 1997..
 CL2634
 CL2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2634
 CL2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2634
 CL2634.The geoid height was determined by GEOID03.
 CL2634
 CL2634;                    North         East     Units Scale Factor Converg.
 CL2634;SPC GA W     -   321,395.163   748,773.425   MT  0.99992932   +0 16 59.4
 CL2634;SPC GA W     - 1,054,443.96  2,456,600.81   sFT  0.99992932   +0 16 59.4
 CL2634;UTM  17      - 3,643,067.356   252,565.007   MT  1.00035497   -1 26 15.1
 CL2634
 CL2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2634!SPC GA W     -   0.99998056  x   0.99992932  =   0.99990988
 CL2634!UTM  17      -   0.99998056  x   1.00035497  =   1.00033552
 CL2634
 CL2634|---------------------------------------------------------------------|
 CL2634| PID    Reference Object                     Distance      Geod. Az  |
 CL2634|                                                           dddmmss.s |
 CL2634| CL2635 BV 084 202 GADT 1974 PTA             21.991 METERS 03352     |
 CL2634| CL2638 MACON ARKWRIGHT GA PWR STACK        APPROX. 6.0 KM 3021736.7 |
 CL2634| CY7510 BV 084 202 AZ MK                                   3155110.4 |
 CL2634| CL2641 ARKWRIGHT SOU RWY MICROWAVE         APPROX. 8.8 KM 3492820.2 |
 CL2634|---------------------------------------------------------------------|
 CL2634
 CL2634                          SUPERSEDED SURVEY CONTROL
 CL2634
 CL2634  NAD 83(1986)-  32 53 52.29492(N)    083 38 43.13403(W) AD(       ) 2
 CL2634  NAD 27      -  32 53 51.79876(N)    083 38 43.48784(W) AD(       ) 2
 CL2634  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG       
 CL2634
 CL2634.Superseded values are not recommended for survey control.
 CL2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2634.See file dsdata.txt to determine how the superseded data were derived.
 CL2634
 CL2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5256543067(NAD 83)
 CL2634_MARKER: DD = SURVEY DISK
 CL2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2634
 CL2634  HISTORY     - Date     Condition        Report By
 CL2634  HISTORY     - 1974     MONUMENTED       GADT
 CL2634  HISTORY     - 20040516 MARK NOT FOUND   METRIC
 CL2634
 CL2634                          STATION DESCRIPTION
 CL2634
 CL2634'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2634'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTH OF MACON, 10
 CL2634'MILES SOUTHWEST OF GRAY, AND 9-3/4 MILES SOUTHEAST OF BOLINGBROKE
 CL2634'ON GEORGIA POWER COMPANY RIGHT OF WAY.
 CL2634'
 CL2634'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 16 AND
 CL2634'U.S. HIGHWAY 129, (U.S. HIGHWAYS 23 AND 80 AND STATE ROUTE 11) IN
 CL2634'MACON, TRAVEL NORTHEASTERLY ALONG U.S. HIGHWAY 129 FOR 0.4 MILE
 CL2634'TO THE JUNCTION OF COUNTY ROAD 90771 (NEW CLINTON ROAD) TO THE
 CL2634'LEFT.  TURN LEFT, TRAVELING NORTHWESTERLY ALONG COUNTY ROAD
 CL2634'90771 FOR 1.0 MILE TO THE JUNCTION OF NEW CLINTON ROAD TO THE
 CL2634'RIGHT AND UPPER RIVER ROAD (COUNTY ROAD 90771) TO THE LEFT.
 CL2634'TURN LEFT, TRAVELING NORTHWESTERLY ALONG UPPER RIVER ROAD FOR
 CL2634'0.8 MILE TO THE JUNCTION OF TWIN PINES ROAD (COUNTY ROAD
 CL2634'186) TO THE LEFT.  CONTINUE NORTHWESTERLY ALONG UPPER RIVER
 CL2634'ROAD FOR 1.9 MILES TO COUNTY ROAD 19 TO THE LEFT.  TURN LEFT,
 CL2634'TRAVELING NORTHWESTERLY ALONG COUNTY ROAD 19 FOR 0.4 MILE TO THE
 CL2634'STATION ON THE RIGHT.
 CL2634'
 CL2634'THE STATION IS LOCATED 5.2 FEET EAST OF A WITNESS POST, 6.0
 CL2634'FEET EAST OF A STEEL TRUSS POWER POLE, 7.3 FEET WEST OF ANOTHER
 CL2634'STEEL TRUSS POWER POLE, AND 58.0 FEET EAST OF A 24 INCH OAK
 CL2634'TREE.  IT IS A STANDARD BRASS DISK STAMPED 084-202, SET IN THE
 CL2634'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2634'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2634'084-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2634'0.69 METER BELOW THE SURFACE OF THE GROUND.
 CL2634'
 CL2634'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CL2634'NORTHWESTERLY ALONG COUNTY ROAD 19 FOR 0.7 MILE TO THE MARK ON
 CL2634'THE RIGHT.  THE MARK IS LOCATED 5.5 FEET WEST-SOUTHWEST OF A
 CL2634'WITNESS POST, 6.0 FEET WEST-SOUTHWEST OF A STEEL TRUSS POWER
 CL2634'POLE, 6.5 FEET EAST-NORTHEAST OF ANOTHER STEEL TRUSS POWER POLE,
 CL2634'AND 43.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD.  IT
 CL2634'IS A STANDARD DISK STAMPED 084-202 AZMK, SET IN THE TOP OF A 10
 CL2634'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2634'GROUND.
 CL2634
 CL2634                          STATION RECOVERY (2004)
 CL2634
 CL2634'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2634'WITNESS POST REMAINS IN PLACE.  POWER POLES CALLED FOR IN DESCRIPTION
 CL2634'GONE, NEW POLES PLACED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2643 ***********************************************************************
 CL2643  DESIGNATION -  BV 084 203
 CL2643  PID         -  CL2643
 CL2643  STATE/COUNTY-  GA/JONES
 CL2643  USGS QUAD   -  MACON NW (1985)
 CL2643
 CL2643                         *CURRENT SURVEY CONTROL
 CL2643  ___________________________________________________________________
 CL2643* NAD 83(1994)-  32 59 38.35555(N)    083 38 50.96037(W)     ADJUSTED  
 CL2643* NAVD 88     -       173.     (meters)     568.     (feet)  VERTCON   
 CL2643  ___________________________________________________________________
 CL2643  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CL2643  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CL2643
 CL2643  HORZ ORDER  -  SECOND
 CL2643
 CL2643.The horizontal coordinates were established by classical geodetic methods
 CL2643.and adjusted by the National Geodetic Survey in September 1997..
 CL2643
 CL2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2643
 CL2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2643
 CL2643.The geoid height was determined by GEOID03.
 CL2643
 CL2643;                    North         East     Units Scale Factor Converg.
 CL2643;SPC GA W     -   332,054.356   748,517.533   MT  0.99992901   +0 16 57.8
 CL2643;SPC GA W     - 1,089,415.00  2,455,761.27   sFT  0.99992901   +0 16 57.8
 CL2643;UTM  17      - 3,653,733.962   252,629.739   MT  1.00035456   -1 26 32.7
 CL2643
 CL2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2643!SPC GA W     -   0.99997711  x   0.99992901  =   0.99990612
 CL2643!UTM  17      -   0.99997711  x   1.00035456  =   1.00033166
 CL2643
 CL2643:                Primary Azimuth Mark                     Grid Az
 CL2643:SPC GA W     -  BV 084 203 AZ MK                         148 20 40.0
 CL2643:UTM  17      -  BV 084 203 AZ MK                         150 04 10.5
 CL2643
 CL2643|---------------------------------------------------------------------|
 CL2643| PID    Reference Object                     Distance      Geod. Az  |
 CL2643|                                                           dddmmss.s |
 CL2643| CY7511 BV 084 203 AZ MK                                   1483737.8 |
 CL2643| CY7512 BV 084 203 RM 2                      24.264 METERS 24221     |
 CL2643| CL2642 BV 084 203 GADT 1974 RM1             24.237 METERS 26808     |
 CL2643|---------------------------------------------------------------------|
 CL2643
 CL2643                          SUPERSEDED SURVEY CONTROL
 CL2643
 CL2643  NAD 83(1986)-  32 59 38.36056(N)    083 38 50.95936(W) AD(       ) 2
 CL2643  NAD 27      -  32 59 37.87300(N)    083 38 51.32048(W) AD(       ) 2
 CL2643  NGVD 29 (07/19/86)  173.     (m)          568.     (f) VERT ANG       
 CL2643
 CL2643.Superseded values are not recommended for survey control.
 CL2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2643.See file dsdata.txt to determine how the superseded data were derived.
 CL2643
 CL2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5263053734(NAD 83)
 CL2643_MARKER: DD = SURVEY DISK
 CL2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2643
 CL2643  HISTORY     - Date     Condition        Report By
 CL2643  HISTORY     - 1974     MONUMENTED       GADT
 CL2643
 CL2643                          STATION DESCRIPTION
 CL2643
 CL2643'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2643'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES WEST OF GRAY,
 CL2643'8-1/4 MILES SOUTH-SOUTHWEST OF ROUND OAK, AND 9-1/4 MILES
 CL2643'WEST-NORTHWEST OF BOLINGBROKE ON PROPERTY OWNED BY THE GEORGIA
 CL2643'KRAFT COMPANY.
 CL2643'
 CL2643'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 CL2643'(STATE ROUTE 87) AND STATE ROUTE 18, APPROXIMATELY 6-1/4 MILES
 CL2643'NORTHEAST OF BOLINGBROKE, TRAVEL EAST ALONG STATE ROUTE 18 FOR
 CL2643'1.3 MILES TO THE OCMULGEE RIVER BRIDGE.  CONTINUE ALONG STATE
 CL2643'ROUTE 18 FOR 5.05 MILES TO THE JUNCTION OF COUNTY ROAD 28
 CL2643'(J.T. COMER ROAD) TO THE LEFT.  TURN LEFT, TRAVELING NORTH ALONG
 CL2643'COUNTY ROAD 28 FOR 1.85 MILES TO THE JUNCTION OF A TRACK ROAD
 CL2643'TO THE RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY ALONG THE TRACK
 CL2643'ROAD FOR 0.2 MILE TO THE JUNCTION OF A TRACK ROAD CROSSING AND
 CL2643'THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 CL2643'THE TRACK ROAD FOR 0.15 MILE TO A CLEARED AREA AND THE
 CL2643'STATION ON THE RIGHT.
 CL2643'
 CL2643'THE STATION IS LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF
 CL2643'THE TRACK ROAD, 4.0 FEET SOUTHWEST OF A WITNESS POST, 162 FEET
 CL2643'SOUTH OF A 10 INCH PINE TREE, AND 190 FEET SOUTHEAST OF A POWER
 CL2643'POLE.  IT IS A STANDARD BRASS DISK STAMPED 084-203, SET IN THE
 CL2643'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CL2643'GROUND SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2643'STAMPED 084-203, SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2643'CONCRETE APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE
 CL2643'GROUND.
 CL2643'
 CL2643'RM 1 IS LOCATED 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2643'ROAD, 2 FEET NORTHEAST OF A WITNESS POST, 35.5 FEET NORTH OF
 CL2643'RM 2, AND 36 FEET NORTH OF THE WITNESS POST FOR RM 2.  IT IS A
 CL2643'STANDARD DISK STAMPED 084-203 RM 1, SET IN THE TOP OF A 10 INCH
 CL2643'CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE GROUND SURFACE.
 CL2643'
 CL2643'RM 2 IS LOCATED 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2643'ROAD, 35.5 FEET SOUTHEAST OF RM 1, 5 FEET NORTHEAST OF A WITNESS
 CL2643'POST, AND 36.0 FEET SOUTH OF THE WITNESS POST FOR RM 1.  IT IS
 CL2643'A STANDARD DISK STAMPED 084-203 RM 2, SET IN THE TOP OF A 10 INCH
 CL2643'CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE GROUND SURFACE.
 CL2643'
 CL2643'THE AZIMUTH MARK IS LOCATED 11 FEET SOUTHWEST OF THE CENTERLINE
 CL2643'OF THE TRACK ROAD, 3 FEET NORTHWEST OF A WITNESS POST AND 9 FEET
 CL2643'NORTH OF A 20 INCH PINE TREE.  IT IS A STANDARD DISK STAMPED
 CL2643'084-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2643'POST 4 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2642 ***********************************************************************
 CL2642  DESIGNATION -  BV 084 203 GADT 1974 RM1
 CL2642  PID         -  CL2642
 CL2642  STATE/COUNTY-  GA/JONES
 CL2642  USGS QUAD   -  MACON NW (1985)
 CL2642
 CL2642                         *CURRENT SURVEY CONTROL
 CL2642  ___________________________________________________________________
 CL2642* NAD 83(1994)-  32 59 38.32987(N)    083 38 51.89345(W)     ADJUSTED  
 CL2642* NAVD 88     -       172.     (meters)     564.     (feet)  VERTCON   
 CL2642  ___________________________________________________________________
 CL2642  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CL2642  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CL2642
 CL2642  HORZ ORDER  -  SECOND
 CL2642
 CL2642.The horizontal coordinates were established by classical geodetic methods
 CL2642.and adjusted by the National Geodetic Survey in September 1997..
 CL2642
 CL2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2642
 CL2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2642
 CL2642.The geoid height was determined by GEOID03.
 CL2642
 CL2642;                    North         East     Units Scale Factor Converg.
 CL2642;SPC GA W     -   332,053.446   748,493.316   MT  0.99992899   +0 16 57.3
 CL2642;SPC GA W     - 1,089,412.01  2,455,681.82   sFT  0.99992899   +0 16 57.3
 CL2642;UTM  17      - 3,653,733.781   252,605.494   MT  1.00035471   -1 26 33.2
 CL2642
 CL2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2642!SPC GA W     -   0.99997726  x   0.99992899  =   0.99990625
 CL2642!UTM  17      -   0.99997726  x   1.00035471  =   1.00033196
 CL2642
 CL2642|---------------------------------------------------------------------|
 CL2642| PID    Reference Object                     Distance      Geod. Az  |
 CL2642|                                                           dddmmss.s |
 CL2642| CL2643 BV 084 203                           24.237 METERS 08808     |
 CL2642| CL2632 PLENTITUDE                          APPROX. 3.6 KM 2024406.7 |
 CL2642|---------------------------------------------------------------------|
 CL2642
 CL2642                          SUPERSEDED SURVEY CONTROL
 CL2642
 CL2642  NAD 83(1986)-  32 59 38.33487(N)    083 38 51.89244(W) AD(       ) 2
 CL2642  NAD 27      -  32 59 37.84730(N)    083 38 52.25354(W) AD(       ) 2
 CL2642  NGVD 29 (07/19/86)  172.     (m)          564.     (f) VERT ANG       
 CL2642
 CL2642.Superseded values are not recommended for survey control.
 CL2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2642.See file dsdata.txt to determine how the superseded data were derived.
 CL2642
 CL2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5260553734(NAD 83)
 CL2642_MARKER: DR = REFERENCE MARK DISK
 CL2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2642+STABILITY: SURFACE MOTION
 CL2642
 CL2642  HISTORY     - Date     Condition        Report By
 CL2642  HISTORY     - 1974     MONUMENTED       GADT
 CL2642
 CL2642                          STATION DESCRIPTION
 CL2642
 CL2642'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2642'THE MARK, A STANDARD DISK STAMPED 084-203 RM 1, IS SET IN THE
 CL2642'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CL2642'GROUND SURFACE.  IT IS LOCATED 25 FEET SOUTHWEST OF THE
 CL2642'CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A WITNESS POST, 35.5
 CL2642'FEET NORTH OF RM 2, AND 36 FEET NORTH OF THE WITNESS POST FOR RM
 CL2642'2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2462 ***********************************************************************
 DF2462  DESIGNATION -  BV 084 204
 DF2462  PID         -  DF2462
 DF2462  STATE/COUNTY-  GA/JONES
 DF2462  USGS QUAD   -  GRAY (1984)
 DF2462
 DF2462                         *CURRENT SURVEY CONTROL
 DF2462  ___________________________________________________________________
 DF2462* NAD 83(1994)-  33 05 45.31381(N)    083 33 13.95119(W)     ADJUSTED  
 DF2462* NAVD 88     -       171.9    (meters)     564.     (feet)  VERTCON   
 DF2462  ___________________________________________________________________
 DF2462  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DF2462  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DF2462
 DF2462  HORZ ORDER  -  SECOND
 DF2462
 DF2462.The horizontal coordinates were established by classical geodetic methods
 DF2462.and adjusted by the National Geodetic Survey in September 1997..
 DF2462
 DF2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2462
 DF2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2462
 DF2462.The geoid height was determined by GEOID03.
 DF2462
 DF2462;                    North         East     Units Scale Factor Converg.
 DF2462;SPC GA W     -   343,405.440   757,199.996   MT  0.99994033   +0 20 04.6
 DF2462;SPC GA W     - 1,126,656.01  2,484,246.99   sFT  0.99994033   +0 20 04.6
 DF2462;UTM  17      - 3,664,822.504   261,653.985   MT  1.00030049   -1 23 42.7
 DF2462
 DF2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2462!SPC GA W     -   0.99997728  x   0.99994033  =   0.99991761
 DF2462!UTM  17      -   0.99997728  x   1.00030049  =   1.00027776
 DF2462
 DF2462:                Primary Azimuth Mark                     Grid Az
 DF2462:SPC GA W     -  BV 084 204 AZ MK                         021 10 01.1
 DF2462:UTM  17      -  BV 084 204 AZ MK                         022 53 48.4
 DF2462
 DF2462|---------------------------------------------------------------------|
 DF2462| PID    Reference Object                     Distance      Geod. Az  |
 DF2462|                                                           dddmmss.s |
 DF2462| CY7513 BV 084 204 AZ MK                                   0213005.7 |
 DF2462| DF2455 ROUND OAK GA PWR MICROWAVE          APPROX. 5.9 KM 2744052.8 |
 DF2462| DF2456 ROUND OAK ATT MICROWAVE             APPROX. 5.6 KM 2810923.7 |
 DF2462|---------------------------------------------------------------------|
 DF2462
 DF2462                          SUPERSEDED SURVEY CONTROL
 DF2462
 DF2462  NAD 83(1986)-  33 05 45.31981(N)    083 33 13.95031(W) AD(       ) 2
 DF2462  NAD 27      -  33 05 44.83388(N)    083 33 14.34904(W) AD(       ) 2
 DF2462  NGVD 29 (07/19/86)  172.0    (m)          564.     (f) VERT ANG       
 DF2462
 DF2462.Superseded values are not recommended for survey control.
 DF2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2462.See file dsdata.txt to determine how the superseded data were derived.
 DF2462
 DF2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6165464823(NAD 83)
 DF2462_MARKER: DD = SURVEY DISK
 DF2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2462
 DF2462  HISTORY     - Date     Condition        Report By
 DF2462  HISTORY     - 1976     MONUMENTED       GADT
 DF2462
 DF2462                          STATION DESCRIPTION
 DF2462
 DF2462'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2462'THE STATION IS ABOUT 3 MILES NORTH OF BRADLEY, 3-3/4 MILES
 DF2462'NORTHEAST OF WAYSIDE, AND 3-3/4 MILES EAST-SOUTHEAST OF ROUND
 DF2462'OAK ON THE PROPERTY OF MRS. VELTA L. HUNGARFORD AND MR. AND
 DF2462'MRS. BRICE NELSON, ROUTE 1, GRAY, GEORGIA.
 DF2462'
 DF2462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129,
 DF2462'STATE ROUTE 11, AND STATE ROUTE 22 IN GRAY, GO NORTH ALONG
 DF2462'STATE ROUTE 11 FOR 3.6 MILES TO THE JUNCTION OF PAVED COUNTY
 DF2462'ROAD 90778 TO THE RIGHT IN BRADLEY. TURN RIGHT GOING NORTH
 DF2462'ALONG COUNTY ROAD 90778 FOR 3.1 MILES TO THE JUNCTION OF DIRT
 DF2462'COUNTY ROAD 73 TO THE LEFT AND TERMINATION OF PAVEMENT. TURN
 DF2462'LEFT GOING WESTERLY ALONG COUNTY ROAD 73 FOR 0.1 MILE TO THE
 DF2462'STATION ON THE LEFT.
 DF2462'
 DF2462'THE STATION IS LOCATED 23 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2462'THE ROAD, 126 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY TO
 DF2462'A WOODEN BARN TO THE SOUTHWEST, 134.0 FEET NORTH-NORTHWEST OF
 DF2462'THE NORTHERN MOST CORNER OF THE BARN, 18.0 FEET WEST OF A 4
 DF2462'INCH PERSIMMON TREE, AND 3.3 FEET SOUTHWEST OF A WITNESS POST
 DF2462'SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF2462'STAMPED---084-204 1976---, SET IN THE TOP OF A 10 INCH
 DF2462'CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS EMBEDDED 1
 DF2462'INCH BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION
 DF2462'IS A STANDARD DISK STAMPED---084-204 1976---, SET IN THE TOP
 DF2462'OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.89 METER BELOW
 DF2462'THE SURFACE OF THE GROUND.
 DF2462'
 DF2462'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 90778
 DF2462'AND 73, GO NORTH ALONG COUNTY ROAD 90778 FOR 0.35 MILE TO THE
 DF2462'AZIMUTH MARK ON THE RIGHT. IT IS LOCATED 19 FEET EAST OF THE
 DF2462'CENTERLINE OF THE ROAD, 142 FEET SOUTH-SOUTHEAST OF THE POINT
 DF2462'OF INTERSECTION OF THE CENTER LINES OF THE COUNTY ROAD AND A
 DF2462'WOODS ROAD TO THE NORTHWEST, 221 FEET NORTH OF A POWER POLE,
 DF2462'AND 3.9 FEET WEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2462'STANDARD DISK STAMPED---084-204 1976 AZMK---, SET IN THE TOP
 DF2462'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW GROUND
 DF2462'SURFACE WITH FERROUS METAL RODS EMBEDDED.
 DF2462'
 DF2462'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2365 ***********************************************************************
 DF2365  DESIGNATION -  BV 084 205
 DF2365  PID         -  DF2365
 DF2365  STATE/COUNTY-  GA/JONES
 DF2365  USGS QUAD   -  HADDOCK (1978)
 DF2365
 DF2365                         *CURRENT SURVEY CONTROL
 DF2365  ___________________________________________________________________
 DF2365* NAD 83(1994)-  33 05 37.98905(N)    083 29 08.53992(W)     ADJUSTED  
 DF2365* NAVD 88     -       173.     (meters)     568.     (feet)  VERTCON   
 DF2365  ___________________________________________________________________
 DF2365  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DF2365  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF2365
 DF2365  HORZ ORDER  -  SECOND
 DF2365
 DF2365.The horizontal coordinates were established by classical geodetic methods
 DF2365.and adjusted by the National Geodetic Survey in September 1997..
 DF2365
 DF2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2365
 DF2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2365
 DF2365.The geoid height was determined by GEOID03.
 DF2365
 DF2365;                    North         East     Units Scale Factor Converg.
 DF2365;SPC GA W     -   343,219.031   763,564.774   MT  0.99994980   +0 22 18.6
 DF2365;SPC GA W     - 1,126,044.44  2,505,128.76   sFT  0.99994980   +0 22 18.6
 DF2365;UTM  17      - 3,664,443.932   268,012.377   MT  1.00026361   -1 21 28.2
 DF2365
 DF2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2365!SPC GA W     -   0.99997713  x   0.99994980  =   0.99992693
 DF2365!UTM  17      -   0.99997713  x   1.00026361  =   1.00024074
 DF2365
 DF2365:                Primary Azimuth Mark                     Grid Az
 DF2365:SPC GA W     -  BV 084 205 AZ MK                         165 48 40.4
 DF2365:UTM  17      -  BV 084 205 AZ MK                         167 32 27.2
 DF2365
 DF2365|---------------------------------------------------------------------|
 DF2365| PID    Reference Object                     Distance      Geod. Az  |
 DF2365|                                                           dddmmss.s |
 DF2365| DF3305 BV 084 205 AZ MK                                   1661059.0 |
 DF2365| DF2366 BV 084 205 GADT RM 1                  5.893 METERS 19737     |
 DF2365|---------------------------------------------------------------------|
 DF2365
 DF2365                          SUPERSEDED SURVEY CONTROL
 DF2365
 DF2365  NAD 83(1986)-  33 05 37.99407(N)    083 29 08.53877(W) AD(       ) 2
 DF2365  NAD 27      -  33 05 37.51436(N)    083 29 08.94416(W) AD(       ) 2
 DF2365  NGVD 29 (07/19/86)  173.     (m)          568.     (f) VERT ANG       
 DF2365
 DF2365.Superseded values are not recommended for survey control.
 DF2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2365.See file dsdata.txt to determine how the superseded data were derived.
 DF2365
 DF2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6801264444(NAD 83)
 DF2365_MARKER: DD = SURVEY DISK
 DF2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2365
 DF2365  HISTORY     - Date     Condition        Report By
 DF2365  HISTORY     - 1976     MONUMENTED       GADT
 DF2365
 DF2365                          STATION DESCRIPTION
 DF2365
 DF2365'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2365'THE STATION IS ABOUT 5 MILES EAST-NORTHEAST OF BRADLEY, 7-1/2
 DF2365'MILES EAST OF ROUND OAK, AND 5-1/2 MILES NORTHWEST OF HADDOCK
 DF2365'ON STATE RIGHT OF WAY.
 DF2365'
 DF2365'TO REACH THE STATION FROM THE US POST OFFICE IN GRAY, GO EAST
 DF2365'ALONG US HIGHWAY 129 AND STATE ROUTE 22 FOR 0.3 MILE TO THE
 DF2365'JUNCTION OF STATE ROUTE 44 TO THE LEFT AND STATE ROUTE 18 TO THE
 DF2365'RIGHT. TURN LEFT GOING NORTHEAST ALONG US HIGHWAY 129 AND STATE
 DF2365'ROUTE 44 FOR 2.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 121
 DF2365'TO THE RIGHT. CONTINUE GOING NORTHEAST ALONG US HIGHWAY 129 AND
 DF2365'STATE ROUTE 44 FOR 3.3 MILES TO THE JUNCTION OF PAVED COUNTY
 DF2365'ROAD 91080 TO THE RIGHT. CONTINUE GOING NORTHEAST ALONG US
 DF2365'HIGHWAY 129 AND STATE ROUTE 44 FOR 0.85 MILE TO THE AZIMUTH
 DF2365'MARK ON THE RIGHT. CONTINUE GOING NORTHEAST ALONG US HIGHWAY
 DF2365'129 AND STATE ROUTE 44 FOR 0.35 MILE TO THE STATION ON THE
 DF2365'LEFT.
 DF2365'
 DF2365'THE STATION IS LOCATED 38 FEET WEST OF THE CENTERLINE OF THE
 DF2365'HIGHWAY, 115.0 FEET SOUTH-SOUTHWEST OF THE SOUTHERN MOST END OF
 DF2365'AN 18 INCH CONCRETE CULVERT UNDER COUNTY ROAD 93 TO THE
 DF2365'NORTHWEST, 106.0 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND
 DF2365'TELEPHONE CABLE PEDESTAL, 136.3 FEET WEST-NORTHWEST OF A POWER
 DF2365'POLE ON THE EAST SIDE OF THE HIGHWAY, AND 3.2 FEET EAST OF A
 DF2365'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---084-205
 DF2365'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2365'WITH METAL RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF THE
 DF2365'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2365'STAMPED---084-205 1976---, SET IN THE TOP OF A 5 INCH
 DF2365'CONCRETE CYLINDER APPROXIMATELY 0.88 METER BELOW THE SURFACE
 DF2365'OF THE GROUND.
 DF2365'
 DF2365'RM 1 IS LOCATED 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DF2365'133.0 FEET SOUTH OF THE SOUTH END OF THE 18 INCH CONCRETE
 DF2365'CULVERT UNDER COUNTY ROAD 93, 120.0 FEET SOUTH-SOUTHEAST OF THE
 DF2365'UNDERGROUND TELEPHONE CABLE PEDESTAL, 134.0 FEET WEST-NORTHWEST
 DF2365'OF THE POWER POLE ON THE EAST SIDE OF THE HIGHWAY, AND 2.9 FEET
 DF2365'EAST OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---084-205
 DF2365'1976 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2365'POST WITH METAL RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF
 DF2365'THE GROUND.
 DF2365'
 DF2365'THE AZIMUTH MARK IS LOCATED 53 FEET EAST OF THE CENTERLINE OF
 DF2365'THE HIGHWAY, 215.3 FEET SOUTH OF A POWER POLE WITH A LARGE
 DF2365'TRANSFORMER, 202.9 FEET NORTH OF ANOTHER POWER POLE, 174.4 FEET
 DF2365'EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON
 DF2365'THE WEST SIDE OF THE ROAD, AND 3.0 FEET WEST OF A WITNESS POST.
 DF2365'IT IS A STANDARD DISK STAMPED---084-205 1976 AZMK---, SET IN THE
 DF2365'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH METAL RODS
 DF2365'EMBEDDED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2365'
 DF2365'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2363 ***********************************************************************
 DF2363  DESIGNATION -  BV 084 206
 DF2363  PID         -  DF2363
 DF2363  STATE/COUNTY-  GA/JONES
 DF2363  USGS QUAD   -  HADDOCK (1978)
 DF2363
 DF2363                         *CURRENT SURVEY CONTROL
 DF2363  ___________________________________________________________________
 DF2363* NAD 83(1994)-  33 06 35.71436(N)    083 25 58.12871(W)     ADJUSTED  
 DF2363* NAVD 88     -       166.     (meters)     545.     (feet)  VERTCON   
 DF2363  ___________________________________________________________________
 DF2363  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DF2363  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DF2363
 DF2363  HORZ ORDER  -  SECOND
 DF2363
 DF2363.The horizontal coordinates were established by classical geodetic methods
 DF2363.and adjusted by the National Geodetic Survey in September 1997..
 DF2363
 DF2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2363
 DF2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2363
 DF2363.The geoid height was determined by GEOID03.
 DF2363
 DF2363;                    North         East     Units Scale Factor Converg.
 DF2363;SPC GA W     -   345,030.560   768,489.680   MT  0.99995782   +0 24 03.2
 DF2363;SPC GA W     - 1,131,987.76  2,521,286.56   sFT  0.99995782   +0 24 03.2
 DF2363;UTM  17      - 3,666,106.445   272,991.200   MT  1.00023543   -1 19 46.1
 DF2363
 DF2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2363!SPC GA W     -   0.99997824  x   0.99995782  =   0.99993606
 DF2363!UTM  17      -   0.99997824  x   1.00023543  =   1.00021367
 DF2363
 DF2363:                Primary Azimuth Mark                     Grid Az
 DF2363:SPC GA W     -  MILLEDGEVILLE MICRO RELAY MAST           090 28 08.8
 DF2363:UTM  17      -  MILLEDGEVILLE MICRO RELAY MAST           092 11 58.1
 DF2363
 DF2363|---------------------------------------------------------------------|
 DF2363| PID    Reference Object                     Distance      Geod. Az  |
 DF2363|                                                           dddmmss.s |
 DF2363| DF2348 MILLEDGEVILLE MICRO RELAY MAST      APPROX.14.1 KM 0905212.0 |
 DF2363| DF2362 BV 084 206 GADT RM 1                 16.366 METERS 12854     |
 DF2363| DF3306 BV 084 206 AZ MK                                   1372731.7 |
 DF2363|---------------------------------------------------------------------|
 DF2363
 DF2363                          SUPERSEDED SURVEY CONTROL
 DF2363
 DF2363  NAD 83(1986)-  33 06 35.71900(N)    083 25 58.12709(W) AD(       ) 2
 DF2363  NAD 27      -  33 06 35.22397(N)    083 25 58.55138(W) AD(       ) 2
 DF2363  NGVD 29 (07/19/86)  166.     (m)          545.     (f) VERT ANG       
 DF2363
 DF2363.Superseded values are not recommended for survey control.
 DF2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2363.See file dsdata.txt to determine how the superseded data were derived.
 DF2363
 DF2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7299166106(NAD 83)
 DF2363_MARKER: DD = SURVEY DISK
 DF2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2363
 DF2363  HISTORY     - Date     Condition        Report By
 DF2363  HISTORY     - 1976     MONUMENTED       GADT
 DF2363
 DF2363                          STATION DESCRIPTION
 DF2363
 DF2363'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2363'THE STATION IS ABOUR 5-1/4 MILES NORTH OF HADDOCK, 8-1/4 MILES
 DF2363'EAST-NORTHEAST OF BRADLEY, AND 9 MILES NORTHEAST OF GRAY ON THE
 DF2363'ESTATE OF MR. GEORGE STALLINGS. CONTACT MR. DON PINSON, C AND S
 DF2363'BANK, MACON. PHONE 912-742-2121.
 DF2363'
 DF2363'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 212 AND STATE
 DF2363'ROUTE 22 LOCATED ABOUT 2-1/2 MILES WEST OF MILLEDGEVILLE, GO
 DF2363'WEST-SOUTHWEST ALONG STATE ROUTE 22 FOR 2.6 MILES TO THE JUNCTION OF
 DF2363'PAVED COUNTY ROAD 66 CROSSING. CONTINUE GOING WEST-SOUTHWEST ALONG
 DF2363'STATE ROUTE 22 FOR 2.75 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 70
 DF2363'FORKING TO THE RIGHT. TURN RIGHT GOING WEST ALONG COUNTY ROAD 70 FOR
 DF2363'2.45 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92107 CROSSING.
 DF2363'CONTINUE GOING WEST ALONG COUNTY ROAD 70 (BECOMES COUNTY ROAD 97 AT
 DF2363'THE BALDWIN-JONES COUNTY LINE) FOR 1.8 MILES TO THE JUNCTION OF DIRT
 DF2363'COUNTY ROAD 98 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY
 DF2363'ROAD 98 FOR 1.95 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 87 TO THE
 DF2363'LEFT.  TURN LEFT GOING NORTHWEST ALONG COUNTY ROAD 87 FOR 0.8 MILES
 DF2363'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH WEST ALONG
 DF2363'COUNTY ROAD 87 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF2363'
 DF2363'THE STATION IS LOCATED 20 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF
 DF2363'THE ROAD, 81 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2363'CENTERLINES OF COUNTY ROAD 87 AND A DRIVEWAY TO THE
 DF2363'SOUTHWEST, 38.5 FEET SOUTHWEST OF AN 8 INCH FORKED
 DF2363'SUGARBERRY TREE ON THE NORTHERN SIDE OF THE ROAD, 42.8
 DF2363'FEET SOUTHWEST OF A 4 INCH PERSIMMON TREE ON THE NORTHERN
 DF2363'SIDE OF THE ROAD, AND 3.2 FEET NORTHWEST OF A WITNESS POST.
 DF2363'IT IS A STANDARD BRASS DISK STAMPED---084-206 1976---, SET IN
 DF2363'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH FERROUS
 DF2363'METAL RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2363'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED---084-206
 DF2363'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2363'APPROXIMATELY 0.92 METER BELOW THE SURFACE OF THE GROUND.
 DF2363'
 DF2363'RM 1 IS LOCATED 23 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF2363'THE ROAD, 134 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF
 DF2363'THE CENTERLINES OF THE ROAD AND THE DRIVEWAY TO THE SOUTHWEST,
 DF2363'54.0 FEET SOUTH-SOUTHEAST OF THE 4 INCH PERSIMMON TREE ON THE
 DF2363'NORTHERN SIDE OF THE ROAD, 61.0 FEET SOUTH-SOUTHEAST OF THE 8
 DF2363'INCH FORKED PERSIMMON TREE ON THE NORTHERN SIDE OF THE ROAD, AND
 DF2363'4.4 FEET NORTH-NORTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF2363'DISK STAMPED---084-206 1976 RM 1---, SET IN THE TOP OF A 10
 DF2363'INCH CYLINDRICAL CONCRETE POST WITH FERROUS METAL RODS
 DF2363'EMBEDDED 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DF2363'
 DF2363'THE AZIMUTH MARK IS LOCATED 22 FEET EAST-NORTHEAST OF THE
 DF2363'CENTERLINE OF THE ROAD, 82 FEET NORTHWEST OF A 6 INCH SUGARBERRY
 DF2363'TREE, 58.0 FEET EAST-SOUTHEAST OF AN 8 INCH PINE TREE ON THE
 DF2363'WEST SIDE OF THE ROAD, AND 2.7 FEET SOUTH OF A WITNESS POST.
 DF2363'IT IS A STANDARD DISK STAMPED---084-206 1976 AZMK---, SET IN
 DF2363'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST WITH FERROUS
 DF2363'METAL RODS EMBEDDED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2363'
 DF2363'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2458 ***********************************************************************
 DF2458  DESIGNATION -  BV 084 207
 DF2458  PID         -  DF2458
 DF2458  STATE/COUNTY-  GA/JONES
 DF2458  USGS QUAD   -  GRAY (1984)
 DF2458
 DF2458                         *CURRENT SURVEY CONTROL
 DF2458  ___________________________________________________________________
 DF2458* NAD 83(1994)-  33 02 30.28403(N)    083 30 42.30784(W)     ADJUSTED  
 DF2458* NAVD 88     -       199.9    (meters)     656.     (feet)  VERTCON   
 DF2458  ___________________________________________________________________
 DF2458  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DF2458  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DF2458
 DF2458  HORZ ORDER  -  SECOND
 DF2458
 DF2458.The horizontal coordinates were established by classical geodetic methods
 DF2458.and adjusted by the National Geodetic Survey in September 1997..
 DF2458
 DF2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2458
 DF2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2458
 DF2458.The geoid height was determined by GEOID03.
 DF2458
 DF2458;                    North         East     Units Scale Factor Converg.
 DF2458;SPC GA W     -   337,421.326   761,169.453   MT  0.99994612   +0 21 25.6
 DF2458;SPC GA W     - 1,107,023.13  2,497,270.11   sFT  0.99994612   +0 21 25.6
 DF2458;UTM  17      - 3,658,719.265   265,442.441   MT  1.00027841   -1 22 12.6
 DF2458
 DF2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2458!SPC GA W     -   0.99997289  x   0.99994612  =   0.99991901
 DF2458!UTM  17      -   0.99997289  x   1.00027841  =   1.00025129
 DF2458
 DF2458:                Primary Azimuth Mark                     Grid Az
 DF2458:SPC GA W     -  BV 084 207 AZ MK                         025 35 33.8
 DF2458:UTM  17      -  BV 084 207 AZ MK                         027 19 12.0
 DF2458
 DF2458|---------------------------------------------------------------------|
 DF2458| PID    Reference Object                     Distance      Geod. Az  |
 DF2458|                                                           dddmmss.s |
 DF2458| CY7514 BV 084 207 AZ MK                                   0255659.4 |
 DF2458|---------------------------------------------------------------------|
 DF2458
 DF2458                          SUPERSEDED SURVEY CONTROL
 DF2458
 DF2458  NAD 83(1986)-  33 02 30.28907(N)    083 30 42.30693(W) AD(       ) 2
 DF2458  NAD 27      -  33 02 29.80572(N)    083 30 42.70528(W) AD(       ) 2
 DF2458  NGVD 29 (07/19/86)  200.0    (m)          656.     (f) VERT ANG       
 DF2458
 DF2458.Superseded values are not recommended for survey control.
 DF2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2458.See file dsdata.txt to determine how the superseded data were derived.
 DF2458
 DF2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6544258719(NAD 83)
 DF2458_MARKER: DD = SURVEY DISK
 DF2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2458+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 DF2458
 DF2458  HISTORY     - Date     Condition        Report By
 DF2458  HISTORY     - 1976     MONUMENTED       GADT
 DF2458  HISTORY     - 20020507 GOOD             GADT
 DF2458
 DF2458                          STATION DESCRIPTION
 DF2458
 DF2458'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2458'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF GRAY, 2-3/4
 DF2458'MILES EAST-SOUTHEAST OF BRADLEY, AND 5 MILES WEST OF HADDOCK
 DF2458'ON STATE RIGHT OF WAY.
 DF2458'
 DF2458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 DF2458'(STATE ROUTE 44), STATE ROUTE 22, AND STATE ROUTE 18 IN GRAY,
 DF2458'GO NORTH ALONG U.S. HIGHWAY 129 (STATE ROUTE 44) FOR 2.3 MILES
 DF2458'TO THE JUNCTION OF PAVED COUNTY ROAD 121 TO THE RIGHT. CONTINUE
 DF2458'GOING NORTHEAST ALONG U.S. HIGHWAY 129 (STATE ROUTE 44) FOR 0.35
 DF2458'MILE TO THE STATION ON THE RIGHT ON TOP OF A 10 FOOT BANK.
 DF2458'
 DF2458'THE STATION IS LOCATED 54.5 FEET EAST-SOUTHEAST OF THE CENTER
 DF2458'LINE OF THE HIGHWAY, 9.9 FEET NORTHEAST OF A POWER POLE, 64.2
 DF2458'FEET SOUTH-SOUTHWEST OF A 14 INCH PINE TREE WITH A FENCELINE
 DF2458'ATTACHED AT A JUNCTION OF FENCE LINES, 73.0 FEET SOUTH-SOUTHWEST
 DF2458'OF ANOTHER 14 INCH PINE TREE WITH A FENCELINE
 DF2458'ATTACHED USED AS THE WEST POST OF A FENCELINE GAP, 23.2 FEET
 DF2458'NORTH OF AN 18 INCH PINE TREE WITH FENCELINE ATTACHED, AND
 DF2458'2.3 FEET WEST-NORTHWEST OF A WITNESS POST SET AT THE
 DF2458'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---084-207
 DF2458'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2458'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL
 DF2458'RODS EMBEDDED. THE UNDERGROUND STATION IS A STANDARD
 DF2458'DISK STAMPED---084-207 1976---, SET IN THE TOP OF A 5
 DF2458'INCH CONCRETE CYLINDER APPROXIMATELY 0.86 METER
 DF2458'BELOW THE SURFACE OF THE GROUND.
 DF2458'
 DF2458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 DF2458'ALONG U.S. HIGHWAY 129 FOR 0.85 MILE TO THE JUNCTION OF A DIRT
 DF2458'DRIVEWAY TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT. IT IS
 DF2458'LOCATED 41 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 DF2458'HIGHWAY, 10.8 FEET EAST-SOUTHEAST OF A FENCELINE, 29.2 FEET
 DF2458'EAST-NORTHEAST OF THE NORTHERN MOST POST OF A WIRE GAP IN THE
 DF2458'FENCELINE, 14.5 FEET NORTH-NORTHEAST OF A 24 INCH FORKED
 DF2458'CHINABERRY TREE, 110.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 DF2458'CORNER OF THE NORTHEAST HEAD WALL OF AN 18 INCH BY 12 INCH
 DF2458'CULVERT UNDER THE HIGHWAY, 126.3 FEET NORTH-NORTHWEST OF A
 DF2458'16 INCH PINE TREE ON THE SOUTHEAST SIDE OF THE HIGHWAY IN A
 DF2458'TRIANGLE FORMED BY A FORKED DRIVEWAY TO THE EAST, AND
 DF2458'2.1 FEET EAST-SOUTHEAST OF A WITNESS POST. IT IS A STANDARD
 DF2458'DISK STAMPED---084-207 1976 AZMK---, SET IN THE TOP OF
 DF2458'A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DF2458'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2458'
 DF2458'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2458
 DF2458                          STATION RECOVERY (2002)
 DF2458
 DF2458'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DF2458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2457 ***********************************************************************
 DF2457  DESIGNATION -  BV 084 208
 DF2457  PID         -  DF2457
 DF2457  STATE/COUNTY-  GA/JONES
 DF2457  USGS QUAD   -  GRAY (1984)
 DF2457
 DF2457                         *CURRENT SURVEY CONTROL
 DF2457  ___________________________________________________________________
 DF2457* NAD 83(1994)-  33 01 56.85448(N)    083 30 13.48064(W)     ADJUSTED  
 DF2457* NAVD 88     -       202.4    (meters)     664.     (feet)  VERTCON   
 DF2457  ___________________________________________________________________
 DF2457  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DF2457  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DF2457
 DF2457  HORZ ORDER  -  SECOND
 DF2457
 DF2457.The horizontal coordinates were established by classical geodetic methods
 DF2457.and adjusted by the National Geodetic Survey in September 1997..
 DF2457
 DF2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2457
 DF2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2457
 DF2457.The geoid height was determined by GEOID03.
 DF2457
 DF2457;                    North         East     Units Scale Factor Converg.
 DF2457;SPC GA W     -   336,396.227   761,923.873   MT  0.99994726   +0 21 41.0
 DF2457;SPC GA W     - 1,103,659.95  2,499,745.24   sFT  0.99994726   +0 21 41.0
 DF2457;UTM  17      - 3,657,671.550   266,165.863   MT  1.00027423   -1 21 55.6
 DF2457
 DF2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2457!SPC GA W     -   0.99997250  x   0.99994726  =   0.99991976
 DF2457!UTM  17      -   0.99997250  x   1.00027423  =   1.00024672
 DF2457
 DF2457:                Primary Azimuth Mark                     Grid Az
 DF2457:SPC GA W     -  CONTINENTAL TEL CO RAD MAST              129 35 05.8
 DF2457:UTM  17      -  CONTINENTAL TEL CO RAD MAST              131 18 42.4
 DF2457
 DF2457|---------------------------------------------------------------------|
 DF2457| PID    Reference Object                     Distance      Geod. Az  |
 DF2457|                                                           dddmmss.s |
 DF2457| DF2364 CONTINENTAL TEL CO RAD MAST         APPROX. 2.4 KM 1295646.8 |
 DF2457| CY7515 BV 084 208 AZ MK                                   2994121.0 |
 DF2457|---------------------------------------------------------------------|
 DF2457
 DF2457                          SUPERSEDED SURVEY CONTROL
 DF2457
 DF2457  NAD 83(1986)-  33 01 56.85953(N)    083 30 13.47979(W) AD(       ) 2
 DF2457  NAD 27      -  33 01 56.37580(N)    083 30 13.87728(W) AD(       ) 2
 DF2457  NGVD 29 (07/19/86)  202.5    (m)          664.     (f) VERT ANG       
 DF2457
 DF2457.Superseded values are not recommended for survey control.
 DF2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2457.See file dsdata.txt to determine how the superseded data were derived.
 DF2457
 DF2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6616657672(NAD 83)
 DF2457_MARKER: DD = SURVEY DISK
 DF2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2457
 DF2457  HISTORY     - Date     Condition        Report By
 DF2457  HISTORY     - 1976     MONUMENTED       GADT
 DF2457
 DF2457                          STATION DESCRIPTION
 DF2457
 DF2457'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2457'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF GRAY, 3-1/2 MILES
 DF2457'EAST-SOUTHEAST OF BRADLEY, AND 4-1/2 MILES WEST OF HADDOCK ON
 DF2457'THE PROPERTY OF MR. TOM HUBBARD.
 DF2457'
 DF2457'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 DF2457'(STATE ROUTE 44), STATE ROUTE 18, AND STATE ROUTE 22 IN GRAY,
 DF2457'GO NORTH ALONG U.S. HIGHWAY 129 (STATE ROUTE 44) FOR 2.3 MILES
 DF2457'TO THE JUNCTION OF PAVED COUNTY ROAD 121 TO THE RIGHT. TURN
 DF2457'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 121 FOR 0.7 MILE TO
 DF2457'THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING SOUTHEAST ALONG
 DF2457'COUNTY ROAD 121 FOR 0.1 MILE TO THE JUNCTION OF A DIRT DRIVEWAY
 DF2457'FORKING TO THE RIGHT AND THE STATION ON THE RIGHT.
 DF2457'
 DF2457'THE STATION IS LOCATED 91 FEET SOUTH-SOUTHEAST OF THE ROAD
 DF2457'CENTERLINE, 12 FEET NORTHEAST OF THE DRIVEWAY CENTERLINE,
 DF2457'174.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, 42.7 FEET SOUTHEAST
 DF2457'OF THE CORNER POST OF A LOG FENCELINE, 65.4 FEET EAST OF
 DF2457'A FENCE CORNER POST ON THE SOUTHERN SIDE OF THE DRIVEWAY, 100.0
 DF2457'FEET EAST OF ANOTHER FENCE CORNER POST ON THE SOUTH SIDE OF THE
 DF2457'DRIVEWAY, 73.3 FEET NORTH-NORTHWEST OF AN 8 INCH PINE TREE ON
 DF2457'THE SOUTH SIDE OF THE DRIVEWAY, AND 3.0 FEET SOUTHWEST OF THE
 DF2457'LOG FENCE LINE. IT IS A STANDARD BRASS DISK STAMPED---084-208
 DF2457'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2457'POST 6 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF2457'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2457'STAMPED---084-208 1976---, SET IN THE TOP OF A 5 INCH
 DF2457'CONCRETE CYLINDER APPROXIMATELY 1.07 METER BELOW THE SURFACE
 DF2457'OF THE GROUND.
 DF2457'
 DF2457'THE AZIMUTH MARK IS LOCATED 38 FEET SOUTHWEST OF THE
 DF2457'CENTERLINE OF THE ROAD, 60.3 FEET NORTHWEST OF A POWER POLE
 DF2457'WITH TRANSFORMER, 143.8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 DF2457'END OF A 12 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTH
 DF2457'EAST, 120.7 FEET WEST-SOUTHWEST OF A TELEPHONE POLE ON THE
 DF2457'NORTHEAST SIDE OF THE ROAD, 129.8 FEET WEST OF A 12 INCH CEDAR
 DF2457'TREE ON THE NORTHEAST SIDE OF THE ROAD, AND 2.3 FEET
 DF2457'NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2457'STANDARD DISK STAMPED---084-208 1976 AZMK---, SET IN THE TOP
 DF2457'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DF2457'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2457'
 DF2457'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2465 ***********************************************************************
 DF2465  CBN         -  This is a Cooperative Base Network Control Station.
 DF2465  DESIGNATION -  BV 084 210
 DF2465  PID         -  DF2465
 DF2465  STATE/COUNTY-  GA/JONES
 DF2465  USGS QUAD   -  GRAY (1984)
 DF2465
 DF2465                         *CURRENT SURVEY CONTROL
 DF2465  ___________________________________________________________________
 DF2465* NAD 83(1994)-  33 02 29.21383(N)    083 35 30.80273(W)     ADJUSTED  
 DF2465* NAVD 88     -       184.8    (meters)     606.     (feet)  GPS OBS   
 DF2465  ___________________________________________________________________
 DF2465  X           -     597,345.964 (meters)                     COMP
 DF2465  Y           -  -5,318,662.708 (meters)                     COMP
 DF2465  Z           -   3,457,898.907 (meters)                     COMP
 DF2465  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DF2465  ELLIP HEIGHT-         157.65  (meters)          (03/09/95) GPS OBS
 DF2465  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DF2465
 DF2465  HORZ ORDER  -  B
 DF2465  ELLP ORDER  -  FIRST     CLASS I
 DF2465
 DF2465.The horizontal coordinates were established by GPS observations
 DF2465.and adjusted by the National Geodetic Survey in March 1995..
 DF2465
 DF2465.The orthometric height was determined by GPS observations and a
 DF2465.high-resolution geoid model.
 DF2465
 DF2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2465
 DF2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2465
 DF2465.The ellipsoidal height was determined by GPS observations
 DF2465.and is referenced to NAD 83.
 DF2465
 DF2465.The geoid height was determined by GEOID03.
 DF2465
 DF2465;                    North         East     Units Scale Factor Converg.
 DF2465;SPC GA W     -   337,344.561   753,684.630   MT  0.99993552   +0 18 48.2
 DF2465;SPC GA W     - 1,106,771.28  2,472,713.66   sFT  0.99993552   +0 18 48.2
 DF2465;UTM  17      - 3,658,868.198   257,956.014   MT  1.00032241   -1 24 50.1
 DF2465
 DF2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2465!SPC GA W     -   0.99997525  x   0.99993552  =   0.99991077
 DF2465!UTM  17      -   0.99997525  x   1.00032241  =   1.00029765
 DF2465
 DF2465|---------------------------------------------------------------------|
 DF2465| PID    Reference Object                     Distance      Geod. Az  |
 DF2465|                                                           dddmmss.s |
 DF2465| DF2464 BV 084 210 GADT PTA                  16.786 METERS 06819     |
 DF2465| CY7516 BV 084 210 AZ MK                                   1191734.7 |
 DF2465| DF2460 GRAY S MUN TANK                     APPROX. 6.5 KM 1233554.0 |
 DF2465|---------------------------------------------------------------------|
 DF2465
 DF2465                          SUPERSEDED SURVEY CONTROL
 DF2465
 DF2465  NAD 83(1986)-  33 02 29.21814(N)    083 35 30.80277(W) AD(       ) 2
 DF2465  NAD 27      -  33 02 28.73133(N)    083 35 31.18672(W) AD(       ) 2
 DF2465  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 DF2465
 DF2465.Superseded values are not recommended for survey control.
 DF2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2465.See file dsdata.txt to determine how the superseded data were derived.
 DF2465
 DF2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5795658868(NAD 83)
 DF2465_MARKER: DD = SURVEY DISK
 DF2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2465_STAMPING: 084-210 1976
 DF2465_MARK LOGO: GADT  
 DF2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2465+STABILITY: SURFACE MOTION
 DF2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2465+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2002
 DF2465
 DF2465  HISTORY     - Date     Condition        Report By
 DF2465  HISTORY     - 1976     MONUMENTED       GADT
 DF2465  HISTORY     - 19940407 GOOD             GADT
 DF2465  HISTORY     - 20020607 GOOD             GADT
 DF2465
 DF2465                          STATION DESCRIPTION
 DF2465
 DF2465'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2465'THE STATION IS ABOUT 1-3/4 MILES SOUTH-SOUTHEAST OF WAYSIDE,
 DF2465'2-1/4 MILES WEST-SOUTHWEST OF BRADLEY, AND 4 MILES NORTHWEST OF
 DF2465'GRAY ON THE PROPERTY OF MR. CLARENCE GREEN.
 DF2465'
 DF2465'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 129, STATE
 DF2465'ROUTE 22, AND STATE ROUTE 18 LOCATED APPROXIMATELY 1-1/4 MILES
 DF2465'WEST-SOUTHWEST OF CLINTON, GO NORTHEAST ALONG US HIGHWAY 129,
 DF2465'STATE ROUTE 22, AND STATE ROUTE 18 FOR 0.65 MILE TO THE JUNCTION
 DF2465'OF PAVED COUNTY ROAD 19 FORKING TO THE LEFT. TURN LEFT GOING
 DF2465'NORTH ALONG COUNTY ROAD 19 FOR 0.8 MILE TO ITS TERMINATION AT
 DF2465'THE JUNCTION OF COUNTY ROAD 90779 (DIRT ROAD REVERSE FORKING TO
 DF2465'THE RIGHT AND PAVED ROAD CONTINUING AHEAD).  CONTINUE GOING
 DF2465'NORTH NOW ALONG COUNTY ROAD 90779 FOR 3.0 MILES TO THE
 DF2465'JUNCTION OF DIRT COUNTY ROAD 42 TO THE RIGHT, THE CLARENCE
 DF2465'GREEN RESIDENCE ON THE LEFT, AND THE AZIMUTH MARK ON
 DF2465'THE RIGHT.  CONTINUE GOING NORTHWEST ALONG COUNTY ROAD
 DF2465'90779 FOR 0.15 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 41 TO
 DF2465'THE LEFT. TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 41 FOR
 DF2465'0.1 MILE TO THE STATION ON THE LEFT.
 DF2465'
 DF2465'THE STATION IS LOCATED 25 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF2465'OF THE ROAD, 45.3 FEET NORTH-NORTHEAST OF A POWER POLE MARKED
 DF2465'1 AB 2, 227.0 FEET WEST-SOUTHWEST OF A 48 INCH PECAN TREE, 49.5
 DF2465'FEET SOUTHEAST OF A PULL POST ON A FENCE LINE ON THE NORTHERN
 DF2465'SIDE OF THE ROAD, 226.0 FEET SOUTH-SOUTHWEST OF A 28 INCH PECAN
 DF2465'TREE ON THE NORTHERN SIDE OF THE ROAD, AND 2.2 FEET SOUTH-
 DF2465'SOUTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2465'STANDARD BRASS DISK STAMPED---084-210 1976---, SET IN THE TOP
 DF2465'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2465'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 DF2465'UNDERGROUND STATION IS A STANDARD DISK STAMPED---084-210
 DF2465'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2465'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE
 DF2465'GROUND.
 DF2465'
 DF2465'THE AZIMUTH MARK IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE
 DF2465'OF THE ROAD, 17.2 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A
 DF2465'TRANSFORMER, 150.6 FEET NORTHWEST OF AN UNDERGROUND TELEPHONE
 DF2465'CABLE PEDESTAL IN THE EAST QUADRANT OF THE JUNCTION OF DIRT
 DF2465'COUNTY ROAD 42 AND COUNTY ROAD 90779, 106.5 FEET NORTHWEST OF
 DF2465'THE NORTHWEST END OF AN 18 INCH CONCRETE CULVERT UNDER COUNTY
 DF2465'ROAD 42, 66.0 FEET NORTHEAST OF THE NORTHWEST END OF AN 18 INCH
 DF2465'CULVERT UNDER THE DRIVEWAY TO THE CLARENCE GREEN RESIDENCE,
 DF2465'AND 5.6 FEET WEST-SOUTHWEST OF A WITNESS POST. IT IS A
 DF2465'STANDARD DISK STAMPED---084-210 1976 AZMK---, SET IN THE TOP OF
 DF2465'A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DF2465'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2465'
 DF2465'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2465
 DF2465                          STATION RECOVERY (1994)
 DF2465
 DF2465'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994
 DF2465'THE STATION IS ABOUT 1.75 MI (2.82 KM) SOUTH-SOUTHEAST OF WAYSIDE,
 DF2465'2.25 MI (3.62 KM) WEST-SOUTHWEST OF BRADLEY, AND 4 MI (6.4 KM)
 DF2465'NORTHWEST OF GRAY ON THE PROPERTY OF MR. CLARENCE GREEN. TO REACH THE
 DF2465'STATION FROM THE JUNCTION OF U.S. HIGHWAY 129, STATE HIGHWAYS 22 AND
 DF2465'18 LOCATED APPROXIMATELY 1.25 MI (2.01 KM) WEST-SOUTHWEST OF CLINTON,
 DF2465'GO NORTHEAST ALONG HIGHWAYS 129, 22 AND 18 FOR 0.65 MI (1.05 KM) TO
 DF2465'THE JUNCTION OF PAVED COUNTY ROAD 19 WHICH FORKS TO THE LEFT, TURN
 DF2465'LEFT GOING NORTH ALONG COUNTY ROAD 19 FOR 0.8 MI (1.3 KM) TO ITS
 DF2465'TERMINATION AT THE JUNCTION OF COUNTY ROAD 90779 (DIRT ROAD REVERSE
 DF2465'FORK TO THE RIGHT AND PAVED ROAD CONTINUING AHEAD) , CONTINUE GOING
 DF2465'NORTH NOW ALONG COUNTY ROAD 90779 FOR 3.0 MI (4.8 KM) TO THE JUNCTION
 DF2465'OF DIRT COUNTY ROAD 42 TO THE RIGHT, THE CLARENCE GREEN RESIDENCE ON
 DF2465'THE LEFT, AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE GOING NORTHWEST
 DF2465'ALONG COUNTY ROAD 90779 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF DIRT
 DF2465'COUNTY ROAD 41 TO THE LEFT, TURN LEFT GOING SOUTHWEST ALONG COUNTY
 DF2465'ROAD 41 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT. THE STATION IS
 DF2465'FLUSH WITH THE GROUND.  LOCATED 227.0 FT (69.2 M) WEST-SOUTHWEST OF A
 DF2465'48-INCH PECAN TREE, 226.0 FT (68.9 M) SOUTH-SOUTHWEST OF A 28-INCH
 DF2465'PECAN TREE ON THE NORTH SIDE OF THE ROAD, 49.5 FT (15.1 M) SOUTHEAST
 DF2465'OF A PULL POST ON A FENCELINE ON THE NORTH SIDE OF THE ROAD, 45.3 FT
 DF2465'(13.8 M) NORTH-NORTHEAST OF A POWER POLE MARKED 1 AB 2, 25 FT (7.6 M)
 DF2465'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 2.2 FEET (0.7 M)
 DF2465'SOUTH- SOUTHEAST OF A WITNESS POST SET AT A FENCELINE.
 DF2465
 DF2465                          STATION RECOVERY (2002)
 DF2465
 DF2465'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DF2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2452 ***********************************************************************
 CL2452  DESIGNATION -  BV 084 211
 CL2452  PID         -  CL2452
 CL2452  STATE/COUNTY-  GA/JONES
 CL2452  USGS QUAD   -  JAMES (1985)
 CL2452
 CL2452                         *CURRENT SURVEY CONTROL
 CL2452  ___________________________________________________________________
 CL2452* NAD 83(1994)-  32 58 03.35548(N)    083 29 25.57834(W)     ADJUSTED  
 CL2452* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 CL2452  ___________________________________________________________________
 CL2452  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CL2452  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CL2452
 CL2452  HORZ ORDER  -  SECOND
 CL2452
 CL2452.The horizontal coordinates were established by classical geodetic methods
 CL2452.and adjusted by the National Geodetic Survey in September 1997..
 CL2452
 CL2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2452
 CL2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2452
 CL2452.The geoid height was determined by GEOID03.
 CL2452
 CL2452;                    North         East     Units Scale Factor Converg.
 CL2452;SPC GA W     -   329,211.304   763,213.073   MT  0.99994925   +0 22 04.8
 CL2452;SPC GA W     - 1,080,087.42  2,503,974.89   sFT  0.99994925   +0 22 04.8
 CL2452;UTM  17      - 3,650,448.738   267,238.501   MT  1.00026807   -1 21 20.9
 CL2452
 CL2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2452!SPC GA W     -   0.99997635  x   0.99994925  =   0.99992560
 CL2452!UTM  17      -   0.99997635  x   1.00026807  =   1.00024441
 CL2452
 CL2452|---------------------------------------------------------------------|
 CL2452| PID    Reference Object                     Distance      Geod. Az  |
 CL2452|                                                           dddmmss.s |
 CL2452| CL2453 BV 084 211 GADT PTA                  26.669 METERS 18433     |
 CL2452| CL3011 BV 084 211 AZ MK                                   2174010.4 |
 CL2452|---------------------------------------------------------------------|
 CL2452
 CL2452                          SUPERSEDED SURVEY CONTROL
 CL2452
 CL2452  NAD 83(1986)-  32 58 03.36058(N)    083 29 25.57749(W) AD(       ) 2
 CL2452  NAD 27      -  32 58 02.87359(N)    083 29 25.96526(W) AD(       ) 2
 CL2452  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 CL2452
 CL2452.Superseded values are not recommended for survey control.
 CL2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2452.See file dsdata.txt to determine how the superseded data were derived.
 CL2452
 CL2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6723950449(NAD 83)
 CL2452_MARKER: DD = SURVEY DISK
 CL2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2452
 CL2452  HISTORY     - Date     Condition        Report By
 CL2452  HISTORY     - 1976     MONUMENTED       GADT
 CL2452
 CL2452                          STATION DESCRIPTION
 CL2452
 CL2452'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2452'THE STATION IS ABOUT 1 MILE WEST OF JAMES, 3-3/4 MILES SOUTHEAST
 CL2452'OF GRAY, AND 5-1/2 MILES SOUTHWEST OF HADDOCK ON COUNTY RIGHT OF
 CL2452'WAY.
 CL2452'
 CL2452'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129,
 CL2452'STATE ROUTE 22, AND STATE ROUTE 18 IN GRAY, GO SOUTHEAST ALONG
 CL2452'STATE ROUTE 18 FOR 2.6 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 CL2452'122 CROSSING. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 18
 CL2452'FOR 1.55 MILES TO THE JUNCTION OF COUNTY DIRT ROAD P236 TO THE
 CL2452'RIGHT. TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD P236 FOR
 CL2452'0.25 MILE TO THE STATION ON THE RIGHT.
 CL2452'
 CL2452'THE STATION IS LOCATED 25 FEET NORTHWEST OF THE CENTERLINE OF
 CL2452'THE ROAD, 233.0 FEET SOUTHWEST OF A POWER POLE, 103.5 FEET NORTH
 CL2452'EAST OF ANOTHER POWER POLE, 126.2 FEET SOUTHEAST OF A 14 INCH
 CL2452'PECAN TREE, 118.1 FEET NORTH OF A FENCE CORNER POST ON THE
 CL2452'SOUTHEAST SIDE OF THE ROAD, AND 2.2 FEET SOUTHEAST OF A WITNESS
 CL2452'POST. IT IS A STANDARD BRASS DISK STAMPED---084-211 1976---, SET
 CL2452'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2452'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2452'UNDERGROUND STATION IS A STANDARD DISK STAMPED---084-211
 CL2452'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2452'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL2452'
 CL2452'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 CL2452'WEST ALONG ROAD P236 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 CL2452'LEFT. IT IS LOCATED 28 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL2452'ROAD, 42.1 FEET NORTHEAST OF A FENCE CORNER AND NORTHWEST POST
 CL2452'OF A GAP, 72.8 FEET EAST-NORTHEAST OF THE NORTHEAST END OF A
 CL2452'12 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTHWEST,
 CL2452'70.0 FEET EAST OF A POWER POLE WITH AN UNDERGROUND TELEPHONE
 CL2452'CABLE PEDESTAL ATTACHED ON THE NORTHEAST SIDE OF THE ROAD, AND
 CL2452'2.1 FEET NORTHWEST OF A WITNESS POST SET AT THE FENCELINE. IT
 CL2452'IS A STANDARD DISK STAMPED---084-211 1976 AZMK---, SET IN THE
 CL2452'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CL2452'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2452'
 CL2452'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2449 ***********************************************************************
 CL2449  DESIGNATION -  BV 084 212
 CL2449  PID         -  CL2449
 CL2449  STATE/COUNTY-  GA/JONES
 CL2449  USGS QUAD   -  JAMES (1985)
 CL2449
 CL2449                         *CURRENT SURVEY CONTROL
 CL2449  ___________________________________________________________________
 CL2449* NAD 83(1994)-  32 55 06.26781(N)    083 25 59.25623(W)     ADJUSTED  
 CL2449* NAVD 88     -       169.3    (meters)     555.     (feet)  VERTCON   
 CL2449  ___________________________________________________________________
 CL2449  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CL2449  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CL2449
 CL2449  HORZ ORDER  -  SECOND
 CL2449
 CL2449.The horizontal coordinates were established by classical geodetic methods
 CL2449.and adjusted by the National Geodetic Survey in September 1997..
 CL2449
 CL2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2449
 CL2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2449
 CL2449.The geoid height was determined by GEOID03.
 CL2449
 CL2449;                    North         East     Units Scale Factor Converg.
 CL2449;SPC GA W     -   323,792.081   768,608.604   MT  0.99995802   +0 23 55.2
 CL2449;SPC GA W     - 1,062,307.85  2,521,676.73   sFT  0.99995802   +0 23 55.2
 CL2449;UTM  17      - 3,644,868.095   272,470.252   MT  1.00023837   -1 19 22.2
 CL2449
 CL2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2449!SPC GA W     -   0.99997771  x   0.99995802  =   0.99993573
 CL2449!UTM  17      -   0.99997771  x   1.00023837  =   1.00021608
 CL2449
 CL2449|---------------------------------------------------------------------|
 CL2449| PID    Reference Object                     Distance      Geod. Az  |
 CL2449|                                                           dddmmss.s |
 CL2449| CL3014 BV 084 212 RM 2                      10.218 METERS 07854     |
 CL2449| CL3012 BV 084 212 AZ MK                                   1654800.8 |
 CL2449| CL3013 BV 084 212 RM 1                      22.107 METERS 34815     |
 CL2449|---------------------------------------------------------------------|
 CL2449
 CL2449                          SUPERSEDED SURVEY CONTROL
 CL2449
 CL2449  NAD 83(1986)-  32 55 06.27228(N)    083 25 59.25464(W) AD(       ) 2
 CL2449  NAD 27      -  32 55 05.78713(N)    083 25 59.64192(W) AD(       ) 2
 CL2449  NGVD 29 (07/19/86)  169.4    (m)          556.     (f) VERT ANG       
 CL2449
 CL2449.Superseded values are not recommended for survey control.
 CL2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2449.See file dsdata.txt to determine how the superseded data were derived.
 CL2449
 CL2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7247044868(NAD 83)
 CL2449_MARKER: DD = SURVEY DISK
 CL2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2449
 CL2449  HISTORY     - Date     Condition        Report By
 CL2449  HISTORY     - 1976     MONUMENTED       GADT
 CL2449
 CL2449                          STATION DESCRIPTION
 CL2449
 CL2449'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2449'THE STATION IS ABOUT 4-3/4 MILES SOUTHEAST OF JAMES, 6-1/2 MILES
 CL2449'WEST-NORTHWEST OF GORDON, AND 7-3/4 MILES SOUTH OF HADDOCK ON
 CL2449'THE PROPERTY OF CONTINENTAL CAN COMPANY.
 CL2449'
 CL2449'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 49 AND
 CL2449'STATE ROUTE 18 LOCATED APPROXIMATELY 8-1/2 MILES NORTHWEST OF
 CL2449'GORDON, GO SOUTHEAST ALONG STATE ROUTE 18 FOR 2.3 MILES TO THE
 CL2449'JUNCTION OF DIRT COUNTY ROAD 142 CROSSING. CONTINUE GOING
 CL2449'SOUTHEAST ALONG STATE ROUTE 18 FOR 0.95 MILE TO THE JUNCTION OF
 CL2449'DIRT COUNTY ROAD 139 TO THE RIGHT. TURN RIGHT GOING SOUTHWEST
 CL2449'ALONG COUNTY ROAD 139 FOR 2.25 MILES TO THE JUNCTION OF DIRT
 CL2449'COUNTY ROAD 143 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG
 CL2449'COUNTY ROAD 143 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 CL2449'RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 143 FOR 0.1
 CL2449'MILE TO THE STATION ON THE LEFT.
 CL2449'
 CL2449'THE STATION IS LOCATED 15 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL2449'OF THE ROAD, 183.0 FEET EAST-NORTHEAST OF A 14 INCH FORKED SWEET
 CL2449'GUM TREE, 135.8 FEET NORTHEAST OF A 10 INCH SWEET GUM TREE, AND
 CL2449'2.0 FEET EAST-NORTHEAST OF A WITNESS POST. IT IS A STANDARD
 CL2449'BRASS DISK STAMPED---084-212 1976---, SET IN THE TOP OF A 10
 CL2449'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2449'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 CL2449'STANDARD DISK STAMPED---084-212 1976---, SET IN THE TOP OF A 5
 CL2449'INCH CONCRETE CYLINDER APPROXIMATELY 0.86 METER BELOW THE
 CL2449'SURFACE OF THE GROUND.
 CL2449'
 CL2449'RM 1 IS LOCATED 14.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CL2449'THE ROAD, 199.0 FEET NORTHEAST OF THE 14 INCH SWEET GUM TREE,
 CL2449'173.4 FEET NORTH OF THE 10 INCH SWEET GUM TREE, AND 2.0 FEET
 CL2449'WEST-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2449'STAMPED---084-212 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2449'CYLINDRICAL CONCRETE POST 6 INCHES ABOVE THE SURFACE OF THE
 CL2449'GROUND WITH STEEL RODS EMBEDDED.
 CL2449'
 CL2449'RM 2 IS LOCATED 18 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 CL2449'ROAD, 216.5 FEET EAST-NORTHEAST OF THE 14 INCH SWEET GUM TREE,
 CL2449'166.5 FEET NORTHEAST OF THE 10 INCH SWEET GUM TREE, AND 1.8 FEET
 CL2449'WEST-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2449'STAMPED---084-212 1976 RM 2---, SET IN THE TOP OF A 10 INCH
 CL2449'CYLINDRICAL CONCRETE POST 6 INCHES ABOVE THE SURFACE OF THE
 CL2449'GROUND WITH STEEL RODS EMBEDDED.
 CL2449'
 CL2449'THE AZIMUTH MARK IS LOCATED 19 FEET EAST OF THE CENTERLINE OF
 CL2449'THE ROAD, 140.5 FEET NORTH OF AN 8 INCH PINE TREE, 230.0 FEET
 CL2449'NORTHWEST OF A 10 INCH SWEET GUM TREE, AND 1.7 FEET WEST OF A
 CL2449'WITNESS POST. IT IS A STANDARD DISK STAMPED---084-212 1976
 CL2449'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2449'3 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2449'EMBEDDED.
 CL2449'
 CL2449'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2450 ***********************************************************************
 CL2450  DESIGNATION -  BV 084 213
 CL2450  PID         -  CL2450
 CL2450  STATE/COUNTY-  GA/JONES
 CL2450  USGS QUAD   -  JAMES (1985)
 CL2450
 CL2450                         *CURRENT SURVEY CONTROL
 CL2450  ___________________________________________________________________
 CL2450* NAD 83(1994)-  32 59 23.68578(N)    083 26 58.43863(W)     ADJUSTED  
 CL2450* NAVD 88     -       157.     (meters)     515.     (feet)  VERTCON   
 CL2450  ___________________________________________________________________
 CL2450  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL2450  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CL2450
 CL2450  HORZ ORDER  -  SECOND
 CL2450
 CL2450.The horizontal coordinates were established by classical geodetic methods
 CL2450.and adjusted by the National Geodetic Survey in September 1997..
 CL2450
 CL2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2450
 CL2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2450
 CL2450.The geoid height was determined by GEOID03.
 CL2450
 CL2450;                    North         East     Units Scale Factor Converg.
 CL2450;SPC GA W     -   331,711.128   767,016.976   MT  0.99995536   +0 23 25.7
 CL2450;SPC GA W     - 1,088,288.93  2,516,454.86   sFT  0.99995536   +0 23 25.7
 CL2450;UTM  17      - 3,652,833.696   271,117.084   MT  1.00024598   -1 20 03.7
 CL2450
 CL2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2450!SPC GA W     -   0.99997965  x   0.99995536  =   0.99993501
 CL2450!UTM  17      -   0.99997965  x   1.00024598  =   1.00022563
 CL2450
 CL2450:                Primary Azimuth Mark                     Grid Az
 CL2450:SPC GA W     -  SLASH                                    151 33 52.1
 CL2450:UTM  17      -  SLASH                                    153 17 21.5
 CL2450
 CL2450|---------------------------------------------------------------------|
 CL2450| PID    Reference Object                     Distance      Geod. Az  |
 CL2450|                                                           dddmmss.s |
 CL2450| CL1254 SLASH                               APPROX. 3.7 KM 1515717.8 |
 CL2450| CL2451 BV 084 213 GADT PTA                  24.406 METERS 19317     |
 CL2450|---------------------------------------------------------------------|
 CL2450
 CL2450                          SUPERSEDED SURVEY CONTROL
 CL2450
 CL2450  NAD 83(1986)-  32 59 23.69032(N)    083 26 58.43719(W) AD(       ) 2
 CL2450  NAD 27      -  32 59 23.20287(N)    083 26 58.83854(W) AD(       ) 2
 CL2450  NGVD 29 (07/19/86)  157.     (m)          515.     (f) VERT ANG       
 CL2450
 CL2450.Superseded values are not recommended for survey control.
 CL2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2450.See file dsdata.txt to determine how the superseded data were derived.
 CL2450
 CL2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7111752834(NAD 83)
 CL2450_MARKER: DD = SURVEY DISK
 CL2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2450
 CL2450  HISTORY     - Date     Condition        Report By
 CL2450  HISTORY     - 1976     MONUMENTED       GADT
 CL2450
 CL2450                          STATION DESCRIPTION
 CL2450
 CL2450'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2450'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF JAMES, 2-3/4
 CL2450'MILES SOUTH-SOUTHWEST OF HADDOCK, AND 5 MILES EAST-SOUTHEAST
 CL2450'OF GRAY ON THE PROPERTY OF MR. JIM ALTMAN.
 CL2450'
 CL2450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129,
 CL2450'STATE ROUTE 22, AND STATE ROUTE 18 IN GRAY, GO EAST ALONG STATE
 CL2450'ROUTE 22 FOR 2.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 121
 CL2450'CROSSING. TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 121 FOR
 CL2450'3.05 MILES TO THE JUNCTION OF COUNTY ROAD 118 (DIRT RIGHT,
 CL2450'PAVED LEFT) CROSSING. CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD
 CL2450'121 FOR 0.3 MILE TO ITS TERMINATION AT THE JUNCTION OF DIRT
 CL2450'COUNTY ROAD 128 CROSSING. TURN RIGHT GOING SOUTH ALONG COUNTY
 CL2450'ROAD 128 FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 CL2450'
 CL2450'THE STATION IS LOCATED 18 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2450'OF THE ROAD, 59.4 FEET SOUTH-SOUTHWEST OF THE SOUTHERN MOST
 CL2450'AND LATCH POST OF A GATE IN A FENCELINE, 91.1 FEET SOUTHWEST OF
 CL2450'A 10 INCH PINE TREE IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 CL2450'A FIELD ROAD TO THE EAST, 79.0 FEET WEST-SOUTHWEST OF THE
 CL2450'SOUTHERN MOST POST AND HINGE POST OF A GATE ACROSS THE FIELD
 CL2450'ROAD TO THE EAST, 204.1 FEET NORTH OF THE NORTHERN MOST POST
 CL2450'(RAILWAY RAIL) OF A GATE FOR ANOTHER ROAD TO THE SOUTHEAST,
 CL2450'AND 2.2 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT A
 CL2450'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---084-213
 CL2450'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2450'POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2450'EMBEDDED. TNE UNDERGROUND STATION IS A STANDARD DISK
 CL2450'STAMPED---084-213 1976---, SET IN THE TOP OF A 5 INCH
 CL2450'CONCRETE CYLINDER APPROXIMATELY 0.88 METER BELOW THE SURFACE
 CL2450'OF THE GROUND.
 CL2450'
 CL2450'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 CL2450'SOUTHWEST ALONG COUNTY ROAD 128 FOR 0.05 MILE TO THE AZIMUTH
 CL2450'MARK ON THE LEFT. IT IS LOCATED 19 FEET SOUTHEAST OF THE CENTER
 CL2450'LINE OF THE ROAD, 11.2 FEET NORTH-NORTHEAST OF THE WESTERN MOST
 CL2450'POST (RAILWAY RAIL) OF A GATE FOR ACCESS TO A LINE OF POWER
 CL2450'POLES, 16.9 FEET NORTHWEST OF THE CENTER POST (RAILWAY RAIL) OF
 CL2450'THE GATE, 28.0 FEET WEST OF THE EASTERN MOST POST (RAILWAY
 CL2450'RAIL) OF THE GATE, 220.0 FEET SOUTH-SOUTHWEST OF THE NORTHERN
 CL2450'MOST POST (RAILWAY RAIL) OF THE GATE FOR THE ROAD TO THE
 CL2450'SOUTHEAST NOTED IN THE STATION DESCRIPTION, AND 1.8 FEET
 CL2450'EAST-SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2450'STAMPED---084-213 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2450'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 CL2450'GROUND WITH STEEL RODS EMBEDDED.
 CL2450'
 CL2450'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2431 ***********************************************************************
 CL2431  DESIGNATION -  BV 084 214
 CL2431  PID         -  CL2431
 CL2431  STATE/COUNTY-  GA/JONES
 CL2431  USGS QUAD   -  GORDON (1985)
 CL2431
 CL2431                         *CURRENT SURVEY CONTROL
 CL2431  ___________________________________________________________________
 CL2431* NAD 83(1994)-  32 58 16.09252(N)    083 22 27.15988(W)     ADJUSTED  
 CL2431* NAVD 88     -       161.     (meters)     528.     (feet)  VERTCON   
 CL2431  ___________________________________________________________________
 CL2431  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CL2431  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CL2431
 CL2431  HORZ ORDER  -  SECOND
 CL2431
 CL2431.The horizontal coordinates were established by classical geodetic methods
 CL2431.and adjusted by the National Geodetic Survey in September 1997..
 CL2431
 CL2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2431
 CL2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2431
 CL2431.The geoid height was determined by GEOID03.
 CL2431
 CL2431;                    North         East     Units Scale Factor Converg.
 CL2431;SPC GA W     -   329,679.447   774,075.189   MT  0.99996763   +0 25 52.6
 CL2431;SPC GA W     - 1,081,623.32  2,539,611.68   sFT  0.99996763   +0 25 52.6
 CL2431;UTM  17      - 3,650,589.950   278,112.818   MT  1.00020709   -1 17 33.4
 CL2431
 CL2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2431!SPC GA W     -   0.99997905  x   0.99996763  =   0.99994668
 CL2431!UTM  17      -   0.99997905  x   1.00020709  =   1.00018613
 CL2431
 CL2431:                Primary Azimuth Mark                     Grid Az
 CL2431:SPC GA W     -  BV 084 214 AZ MK                         139 58 20.6
 CL2431:UTM  17      -  BV 084 214 AZ MK                         141 41 46.6
 CL2431
 CL2431|---------------------------------------------------------------------|
 CL2431| PID    Reference Object                     Distance      Geod. Az  |
 CL2431|                                                           dddmmss.s |
 CL2431| CL3016 BV 084 214 AZ MK                                   1402413.2 |
 CL2431| CL1254 SLASH                               APPROX. 5.4 KM 2574441.0 |
 CL2431| CL2432 BV 084 214 GADT PTA                  28.546 METERS 31516     |
 CL2431|---------------------------------------------------------------------|
 CL2431
 CL2431                          SUPERSEDED SURVEY CONTROL
 CL2431
 CL2431  NAD 83(1986)-  32 58 16.09705(N)    083 22 27.15851(W) AD(       ) 2
 CL2431  NAD 27      -  32 58 15.60816(N)    083 22 27.56775(W) AD(       ) 2
 CL2431  NGVD 29 (07/19/86)  161.     (m)          528.     (f) VERT ANG       
 CL2431
 CL2431.Superseded values are not recommended for survey control.
 CL2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2431.See file dsdata.txt to determine how the superseded data were derived.
 CL2431
 CL2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7811350590(NAD 83)
 CL2431_MARKER: DD = SURVEY DISK
 CL2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2431
 CL2431  HISTORY     - Date     Condition        Report By
 CL2431  HISTORY     - 1976     MONUMENTED       GADT
 CL2431
 CL2431                          STATION DESCRIPTION
 CL2431
 CL2431'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2431'THE STATION IS ABOUT 4-1/2 MILES WEST OF STEVENS POTTERY, 5-1/4
 CL2431'MILES SOUTHEAST OF HADDOCK, AND 6-1/2 MILES NORTH-NORTHWEST OF
 CL2431'GORDON ON COUNTY RIGHT OF WAY.
 CL2431'
 CL2431'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND
 CL2431'STATE ROUTE 49 LOCATED APPROXIMATELY 1-1/2 MILES EAST-SOUTHEAST
 CL2431'OF JAMES, GO NORTHEAST ALONG STATE ROUTE 49 FOR 4.5 MILES TO
 CL2431'THE JUNCTION OF DIRT COUNTY ROAD 132 TO THE RIGHT. TURN RIGHT
 CL2431'GOING SOUTHEAST ALONG COUNTY ROAD 132 FOR 2.4 MILES TO THE
 CL2431'STATION ON THE LEFT.
 CL2431'
 CL2431'THE STATION IS LOCATED 24 FEET NORTHEAST OF THE CENTERLINE OF
 CL2431'THE ROAD, 7.0 FEET SOUTH OF A 10 INCH PINE TREE, 84.4 FEET
 CL2431'NORTHWEST OF A 12 INCH PINE TREE (THE LARGEST ON THE ROAD RIGHT
 CL2431'OF WAY), 47.5 FEET SOUTHWEST OF A 10 INCH PINE TREE (S) SHAPED
 CL2431'AT THE BASE, AND 2.8 FEET SOUTHWEST OF A WITNESS POST SET AT A
 CL2431'FENCELINE. IT IS A STANDARD BRASS DISK STAMPED---084-214
 CL2431'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2431'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2431'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL2431'STAMPED---084-214 1976---, SET IN THE TOP OF A 5 INCH
 CL2431'CONCRETE CYLINDER APPROXIMATELY 0.84 METER BELOW THE SURFACE
 CL2431'OF THE GROUND.
 CL2431'
 CL2431'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 CL2431'SOUTHEAST ALONG COUNTY ROAD 132 FOR 0.05 MILE TO THE AZIMUTH
 CL2431'MARK ON THE RIGHT. IT IS LOCATED 16 FEET SOUTHWEST OF THE
 CL2431'CENTERLINE OF THE ROAD, 4.7 FEET NORTH OF THE NORTHERN MOST
 CL2431'POST OF A GAP FOR A FIELD ROAD TO THE SOUTHWEST, 33.4 FEET
 CL2431'NORTH-NORTHWEST OF THE SOUTHERN MOST POST OF THE GAP, 92.5 FEET
 CL2431'NORTH-NORTHEAST OF A 10 INCH PINE TREE (S) SHAPED ABOUT 25 FEET
 CL2431'ABOVE THE SURFACE OF THE GROUND, 49.6 FEET SOUTH OF A 20 INCH
 CL2431'PINE TREE ON THE NORTHERN SIDE OF THE ROAD, AND 1.4 FEET
 CL2431'NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 CL2431'STANDARD DISK STAMPED---084-214 1976 AZMK---, SET IN THE
 CL2431'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW
 CL2431'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2431'
 CL2431'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2361 ***********************************************************************
 DF2361  DESIGNATION -  BV 084 215
 DF2361  PID         -  DF2361
 DF2361  STATE/COUNTY-  GA/JONES
 DF2361  USGS QUAD   -  HADDOCK (1978)
 DF2361
 DF2361                         *CURRENT SURVEY CONTROL
 DF2361  ___________________________________________________________________
 DF2361* NAD 83(1994)-  33 00 15.42053(N)    083 24 51.11774(W)     ADJUSTED  
 DF2361* NAVD 88     -       186.3    (meters)     611.     (feet)  VERTCON   
 DF2361  ___________________________________________________________________
 DF2361  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DF2361  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF2361
 DF2361  HORZ ORDER  -  SECOND
 DF2361
 DF2361.The horizontal coordinates were established by classical geodetic methods
 DF2361.and adjusted by the National Geodetic Survey in September 1997..
 DF2361
 DF2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2361
 DF2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2361
 DF2361.The geoid height was determined by GEOID03.
 DF2361
 DF2361;                    North         East     Units Scale Factor Converg.
 DF2361;SPC GA W     -   333,327.888   770,310.886   MT  0.99996093   +0 24 35.6
 DF2361;SPC GA W     - 1,093,593.25  2,527,261.63   sFT  0.99996093   +0 24 35.6
 DF2361;UTM  17      - 3,654,350.982   274,459.104   MT  1.00022725   -1 18 56.1
 DF2361
 DF2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2361!SPC GA W     -   0.99997504  x   0.99996093  =   0.99993598
 DF2361!UTM  17      -   0.99997504  x   1.00022725  =   1.00020229
 DF2361
 DF2361:                Primary Azimuth Mark                     Grid Az
 DF2361:SPC GA W     -  BV 084 215 AZ MK                         012 27 08.7
 DF2361:UTM  17      -  BV 084 215 AZ MK                         014 10 40.4
 DF2361
 DF2361|---------------------------------------------------------------------|
 DF2361| PID    Reference Object                     Distance      Geod. Az  |
 DF2361|                                                           dddmmss.s |
 DF2361| DF3307 BV 084 215 AZ MK                                   0125144.3 |
 DF2361| CL1254 SLASH                               APPROX. 5.1 KM 1980654.1 |
 DF2361|---------------------------------------------------------------------|
 DF2361
 DF2361                          SUPERSEDED SURVEY CONTROL
 DF2361
 DF2361  NAD 83(1986)-  33 00 15.42496(N)    083 24 51.11618(W) AD(       ) 2
 DF2361  NAD 27      -  33 00 14.93749(N)    083 24 51.51845(W) AD(       ) 2
 DF2361  NGVD 29 (07/19/86)  186.4    (m)          612.     (f) VERT ANG       
 DF2361
 DF2361.Superseded values are not recommended for survey control.
 DF2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2361.See file dsdata.txt to determine how the superseded data were derived.
 DF2361
 DF2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7445954351(NAD 83)
 DF2361_MARKER: DD = SURVEY DISK
 DF2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2361
 DF2361  HISTORY     - Date     Condition        Report By
 DF2361  HISTORY     - 1976     MONUMENTED       GADT
 DF2361
 DF2361                          STATION DESCRIPTION
 DF2361
 DF2361'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2361'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF HADDOCK, 4-1/4
 DF2361'MILES NORTHEAST OF JAMES, AND 7 MILES EAST OF GRAY ON THE
 DF2361'PROPERTY OF JAMES P. AND SARAH S. FIELDER.
 DF2361'
 DF2361'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND
 DF2361'STATE ROUTE 49 LOCATED APPROXIMATELY 1-1/2 MILES EAST-SOUTHEAST
 DF2361'OF JAMES, GO NORTHEAST ALONG STATE ROUTE 49 FOR 4.5 MILES TO
 DF2361'THE JUNCTION OF DIRT COUNTY ROAD 132 TO THE RIGHT. CONTINUE
 DF2361'GOING NORTHEAST ALONG STATE ROUTE 49 FOR 0.1 MILE TO THE
 DF2361'JUNCTION OF PAVED COUNTY ROAD 91080 TO THE LEFT. TURN LEFT GOING
 DF2361'NORTHWEST ALONG COUNTY ROAD 91080 FOR 1.5 MILES TO THE JUNCTION
 DF2361'OF DIRT COUNTY ROAD 129 TO THE LEFT. TURN LEFT GOING SOUTHWEST
 DF2361'ALONG COUNTY ROAD 129 FOR 0.05 MILE TO THE AZIMUTH MARK AND
 DF2361'THE FIELDER RESIDENCE ON THE LEFT. CONTINUE GOING SOUTHWEST
 DF2361'ALONG COUNTY ROAD 129 FOR 0.15 MILE TO THE STATION ON THE
 DF2361'LEFT.
 DF2361'
 DF2361'THE STATION IS LOCATED 19 FEET EAST OF THE CENTERLINE OF THE
 DF2361'ROAD, 82.5 FEET NORTH-NORTHEAST OF THE NORTHERN MOST POST AND
 DF2361'HINGE POST OF A DOUBLE-HUNG GATE, 43.0 FEET EAST OF A POWER POLE
 DF2361'ON THE WEST SIDE OF THE ROAD, 89.5 FEET SOUTHEAST OF A 6 INCH
 DF2361'PINE TREE IN FRONT OF THE SOUTH END OF A MOBILE HOME OWNED BY
 DF2361'MR. H.H. HESS ON THE WESTERN SIDE OF THE ROAD, 119.8 FEET SOUTH-
 DF2361'SOUTHEAST OF ANOTHER 6 INCH PINE TREE IN FRONT OF THE NORTH END
 DF2361'OF THE MOBILE HOME ON THE WESTERN SIDE OF THE ROAD, AND 2.0
 DF2361'FEET EAST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2361'STANDARD BRASS DISK STAMPED---084-215 1976---, SET IN THE
 DF2361'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW
 DF2361'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF2361'UNDERGROUND STATION IS A STANDARD DISK STAMPED---084-215
 DF2361'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF2361'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 DF2361'
 DF2361'THE AZIMUTH MARK IS LOCATED 25 FEET EAST OF THE CENTERLINE OF
 DF2361'THE ROAD, 49.0 FEET NORTH-NORTHEAST OF A FENCE CORNER AND
 DF2361'WESTERN POST OF A FENCELINE GAP, 91.3 FEET NORTHWEST OF A 30
 DF2361'INCH SUGAR BERRY TREE, 67.1 FEET SOUTHWEST OF THE SOUTH CORNER
 DF2361'OF A CONCRETE BLOCK BUILDING, AND 4.5 FEET WEST OF A WITNESS
 DF2361'POST. IT IS A STANDARD DISK STAMPED---084-215 1976 AZMK---, SET
 DF2361'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2361'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF2361'
 DF2361'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2900 ***********************************************************************
 DG2900  DESIGNATION -  BV 085 200
 DG2900  PID         -  DG2900
 DG2900  STATE/COUNTY-  GA/LAMAR
 DG2900  USGS QUAD   -  BARNESVILLE (1973)
 DG2900
 DG2900                         *CURRENT SURVEY CONTROL
 DG2900  ___________________________________________________________________
 DG2900* NAD 83(1994)-  33 01 29.47032(N)    084 14 10.20105(W)     ADJUSTED  
 DG2900* NAVD 88     -       234.     (meters)     768.     (feet)  VERTCON   
 DG2900  ___________________________________________________________________
 DG2900  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DG2900  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG2900
 DG2900  HORZ ORDER  -  SECOND
 DG2900
 DG2900.The horizontal coordinates were established by classical geodetic methods
 DG2900.and adjusted by the National Geodetic Survey in September 1997..
 DG2900
 DG2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2900
 DG2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2900
 DG2900.The geoid height was determined by GEOID03.
 DG2900
 DG2900;                    North         East     Units Scale Factor Converg.
 DG2900;SPC GA W     -   335,359.551   693,507.445   MT  0.99990052   -0 02 16.4
 DG2900;SPC GA W     - 1,100,258.79  2,275,282.34   sFT  0.99990052   -0 02 16.4
 DG2900;UTM  16      - 3,657,437.157   758,154.312   MT  1.00042179   +1 30 25.7
 DG2900
 DG2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2900!SPC GA W     -   0.99996761  x   0.99990052  =   0.99986813
 DG2900!UTM  16      -   0.99996761  x   1.00042179  =   1.00038939
 DG2900
 DG2900:                Primary Azimuth Mark                     Grid Az
 DG2900:SPC GA W     -  BV 085 200 AZ MK                         041 38 53.7
 DG2900:UTM  16      -  BV 085 200 AZ MK                         040 06 11.6
 DG2900
 DG2900|---------------------------------------------------------------------|
 DG2900| PID    Reference Object                     Distance      Geod. Az  |
 DG2900|                                                           dddmmss.s |
 DG2900| CY9673 BV 085 200 AZ MK                                   0413637.3 |
 DG2900| DG2901 BV 085 200 GADT 1974 PTA             30.075 METERS 08016     |
 DG2900|---------------------------------------------------------------------|
 DG2900
 DG2900                          SUPERSEDED SURVEY CONTROL
 DG2900
 DG2900  NAD 83(1986)-  33 01 29.47607(N)    084 14 10.20058(W) AD(       ) 2
 DG2900  NAD 27      -  33 01 29.01469(N)    084 14 10.49748(W) AD(       ) 2
 DG2900  NGVD 29 (07/19/86)  234.     (m)          768.     (f) VERT ANG       
 DG2900
 DG2900.Superseded values are not recommended for survey control.
 DG2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2900.See file dsdata.txt to determine how the superseded data were derived.
 DG2900
 DG2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5815457437(NAD 83)
 DG2900_MARKER: DD = SURVEY DISK
 DG2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2900
 DG2900  HISTORY     - Date     Condition        Report By
 DG2900  HISTORY     - 1974     MONUMENTED       GADT
 DG2900
 DG2900                          STATION DESCRIPTION
 DG2900
 DG2900'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2900'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF PIEDMONT ON
 DG2900'COUNTY RIGHT OF WAY.
 DG2900'
 DG2900'TO REACH THE STATION FROM THE COURTHOUSE IN BARNESVILLE, TRAVEL
 DG2900'SOUTHERLY ALONG STATE ROUTES 36 AND 18 FOR 0.75 MILE TO THE
 DG2900'JUNCTION OF STATE ROUTE 18 TO THE RIGHT.  TURN RIGHT, TRAVELING
 DG2900'WESTERLY ALONG STATE ROUTE 18 FOR 0.5 MILE TO THE CROSSING OF
 DG2900'U.S. HIGHWAY 341 (STATE ROUTE 7).  CONTINUE WESTERLY ON STATE
 DG2900'ROUTE 18 FOR 2.2 MILES TO THE CROSSING OF COUNTY ROAD 51
 DG2900'(CANNAFAX FARM ROAD TO THE LEFT AND OLD MILNER ROAD TO THE
 DG2900'RIGHT).  CONTINUE WESTERLY ON STATE ROUTE 18 FOR 0.3 MILE TO
 DG2900'THE CROSSING OF COUNTY ROAD 91776.  TURN LEFT, TRAVELING
 DG2900'SOUTHERLY ALONG COUNTY ROAD 91776 FOR 2.6 MILES TO THE
 DG2900'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.45
 DG2900'MILE TO THE STATION ON THE RIGHT.
 DG2900'
 DG2900'THE STATION IS A STANDARD BRASS DISK STAMPED 085-200, SET IN THE
 DG2900'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2900'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG2900'DISK STAMPED 085-200, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2900'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2900'LOCATED 37.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2
 DG2900'FEET SOUTHEAST OF A WITNESS POST SET AT A FENCELINE, 47.2
 DG2900'FEET EAST OF A 4 INCH CEDAR TREE ON THE FENCELINE, 160 FEET
 DG2900'NORTH-NORTHEAST OF AN 18 INCH PINE TREE ON THE SOUTHEAST SIDE
 DG2900'OF THE ROAD, AND 104 FEET NORTH OF A POWER POLE ON THE
 DG2900'SOUTHEAST SIDE OF THE ROAD.
 DG2900'
 DG2900'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 085-200 AZMK, SET
 DG2900'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2900'THE SURFACE OF THE GROUND.  IT IS LOCATED 33 FEET NORTHEAST OF
 DG2900'THE CENTERLINE OF THE ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST
 DG2900'SET AT A POWER POLE, 9.3 FEET EAST OF THE SOUTHWEST CORNER OF A
 DG2900'FENCE AROUND A PASTURE, 7.2 FEET SOUTHEAST OF THE FENCELINE, AND
 DG2900'26.0 FEET SOUTHEAST OF A POWER POLE BETWEEN THE PASTURE AND
 DG2900'WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1457 ***********************************************************************
 CM1457  DESIGNATION -  BV 085 201
 CM1457  PID         -  CM1457
 CM1457  STATE/COUNTY-  GA/LAMAR
 CM1457  USGS QUAD   -  STROUDS (1974)
 CM1457
 CM1457                         *CURRENT SURVEY CONTROL
 CM1457  ___________________________________________________________________
 CM1457* NAD 83(1994)-  32 58 14.94789(N)    084 06 46.24653(W)     ADJUSTED  
 CM1457* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 CM1457  ___________________________________________________________________
 CM1457  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CM1457  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CM1457
 CM1457  HORZ ORDER  -  SECOND
 CM1457
 CM1457.The horizontal coordinates were established by classical geodetic methods
 CM1457.and adjusted by the National Geodetic Survey in September 1997..
 CM1457
 CM1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1457
 CM1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1457
 CM1457.The geoid height was determined by GEOID03.
 CM1457
 CM1457;                    North         East     Units Scale Factor Converg.
 CM1457;SPC GA W     -   329,366.680   705,030.842   MT  0.99990031   +0 01 45.4
 CM1457;SPC GA W     - 1,080,597.18  2,313,088.69   sFT  0.99990031   +0 01 45.4
 CM1457;UTM  16      - 3,651,753.766   769,841.531   MT  1.00049790   +1 34 19.8
 CM1457
 CM1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1457!SPC GA W     -   0.99996692  x   0.99990031  =   0.99986724
 CM1457!UTM  16      -   0.99996692  x   1.00049790  =   1.00046481
 CM1457
 CM1457|---------------------------------------------------------------------|
 CM1457| PID    Reference Object                     Distance      Geod. Az  |
 CM1457|                                                           dddmmss.s |
 CM1457| CM1458 BV 085 201 GADT 1974 PTA             23.303 METERS 32644     |
 CM1457| CY8456 BV 085 201 AZ MK                                   3413118.4 |
 CM1457|---------------------------------------------------------------------|
 CM1457
 CM1457                          SUPERSEDED SURVEY CONTROL
 CM1457
 CM1457  NAD 83(1986)-  32 58 14.95339(N)    084 06 46.24553(W) AD(       ) 2
 CM1457  NAD 27      -  32 58 14.48146(N)    084 06 46.55491(W) AD(       ) 2
 CM1457  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 CM1457
 CM1457.Superseded values are not recommended for survey control.
 CM1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1457.See file dsdata.txt to determine how the superseded data were derived.
 CM1457
 CM1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6984251754(NAD 83)
 CM1457_MARKER: DD = SURVEY DISK
 CM1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1457
 CM1457  HISTORY     - Date     Condition        Report By
 CM1457  HISTORY     - 1974     MONUMENTED       GADT
 CM1457
 CM1457                          STATION DESCRIPTION
 CM1457
 CM1457'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1457'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH-NORTHEAST
 CM1457'OF YATESVILLE, 8-1/2 MILES SOUTHEAST OF PIEDMONT, AND 6-1/4 MILES
 CM1457'SOUTH-SOUTHEAST OF BARNESVILLE ON STATE RIGHT OF WAY.
 CM1457'
 CM1457'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1457'(STATE ROUTE 7) AND STATE ROUTE 83, LOCATED ABOUT 4 MILES EAST
 CM1457'OF YATESVILLE, TRAVEL NORTH ALONG U.S. HIGHWAY 341 FOR 5.1 MILES
 CM1457'TO THE STATION ON THE RIGHT.
 CM1457'
 CM1457'THE STATION IS A STANDARD BRASS DISK STAMPED 085-201, SET IN THE
 CM1457'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1457'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1457'085-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CM1457'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 46 FEET
 CM1457'EAST OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET WEST OF A
 CM1457'WITNESS POST, 150 FEET NORTHEAST OF A POWER POLE ON THE WEST
 CM1457'SIDE OF THE HIGHWAY, 95 FEET EAST OF A 6 INCH CEDAR TREE ON THE
 CM1457'WEST SIDE OF THE HIGHWAY, AND 79 FEET SOUTHWEST OF A 4 FORKED 10
 CM1457'INCH TREE.
 CM1457'
 CM1457'TO REACH THE AZIMUTH MARK, CONTINUE NORTH ALONG U.S. HIGHWAY 341
 CM1457'FOR 0.6 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 CM1457'STAMPED 085-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1457'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1457'LOCATED 56.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 341, 3.0
 CM1457'FEET EAST OF A WITNESS POST SET AT A FENCELINE, 219.0 FEET
 CM1457'SOUTHEAST OF A POWER POLE, AND 163.0 FEET NORTHEAST OF ANOTHER
 CM1457'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2898 ***********************************************************************
 DG2898  DESIGNATION -  BV 085 202
 DG2898  PID         -  DG2898
 DG2898  STATE/COUNTY-  GA/LAMAR
 DG2898  USGS QUAD   -  BARNESVILLE (1973)
 DG2898
 DG2898                         *CURRENT SURVEY CONTROL
 DG2898  ___________________________________________________________________
 DG2898* NAD 83(1994)-  33 01 02.44390(N)    084 07 56.70128(W)     ADJUSTED  
 DG2898* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 DG2898  ___________________________________________________________________
 DG2898  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DG2898  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG2898
 DG2898  HORZ ORDER  -  SECOND
 DG2898
 DG2898.The horizontal coordinates were established by classical geodetic methods
 DG2898.and adjusted by the National Geodetic Survey in September 1997..
 DG2898
 DG2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2898
 DG2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2898
 DG2898.The geoid height was determined by GEOID03.
 DG2898
 DG2898;                    North         East     Units Scale Factor Converg.
 DG2898;SPC GA W     -   334,525.410   703,199.793   MT  0.99990013   +0 01 07.2
 DG2898;SPC GA W     - 1,097,522.12  2,307,081.32   sFT  0.99990013   +0 01 07.2
 DG2898;UTM  16      - 3,656,864.311   767,870.997   MT  1.00048483   +1 33 48.4
 DG2898
 DG2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2898!SPC GA W     -   0.99996350  x   0.99990013  =   0.99986364
 DG2898!UTM  16      -   0.99996350  x   1.00048483  =   1.00044832
 DG2898
 DG2898:                Primary Azimuth Mark                     Grid Az
 DG2898:SPC GA W     -  BV 085 202 AZ MK                         112 08 58.2
 DG2898:UTM  16      -  BV 085 202 AZ MK                         110 36 17.0
 DG2898
 DG2898|---------------------------------------------------------------------|
 DG2898| PID    Reference Object                     Distance      Geod. Az  |
 DG2898|                                                           dddmmss.s |
 DG2898| CY9674 BV 085 202 AZ MK                                   1121005.4 |
 DG2898| DG2897 BV 085 202 GADT 1974 PTA             30.082 METERS 15851     |
 DG2898|---------------------------------------------------------------------|
 DG2898
 DG2898                          SUPERSEDED SURVEY CONTROL
 DG2898
 DG2898  NAD 83(1986)-  33 01 02.44926(N)    084 07 56.70025(W) AD(       ) 2
 DG2898  NAD 27      -  33 01 01.98232(N)    084 07 57.00638(W) AD(       ) 2
 DG2898  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 DG2898
 DG2898.Superseded values are not recommended for survey control.
 DG2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2898.See file dsdata.txt to determine how the superseded data were derived.
 DG2898
 DG2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6787156864(NAD 83)
 DG2898_MARKER: DD = SURVEY DISK
 DG2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2898
 DG2898  HISTORY     - Date     Condition        Report By
 DG2898  HISTORY     - 1974     MONUMENTED       GADT
 DG2898
 DG2898                          STATION DESCRIPTION
 DG2898
 DG2898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2898'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH-SOUTHEAST OF
 DG2898'BARNESVILLE, 6-1/2 MILES EAST OF PIEDMONT, AND 7 MILES NORTH OF
 DG2898'YATESVILLE ON STATE RIGHT OF WAY.
 DG2898'
 DG2898'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 DG2898'341 (STATE ROUTE 7) AND STATE ROUTE 36, LOCATED ON THE SOUTH
 DG2898'SIDE OF BARNESVILLE, TRAVEL SOUTHEAST ALONG U.S. HIGHWAY 341
 DG2898'FOR 2.2 MILES TO THE JUNCTION OF COUNTY ROAD 168 (PASS ROAD) TO
 DG2898'THE RIGHT.  CONTINUE TRAVELING SOUTHEAST ALONG U.S. HIGHWAY
 DG2898'341 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DG2898'
 DG2898'THE STATION IS A STANDARD BRASS DISK STAMPED 085-202, SET IN
 DG2898'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2898'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2898'STAMPED 085-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2898'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2898'LOCATED 43.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY,
 DG2898'3.0 FEET EAST OF A WITNESS POST, 127 FEET SOUTH-SOUTHWEST OF
 DG2898'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 DG2898'10 AND U.S. HIGHWAY 341, AND 158.0 FEET NORTHEAST OF A LIGHT
 DG2898'POLE.
 DG2898'
 DG2898'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DG2898'SOUTHEAST ON U.S. HIGHWAY 341 FOR 0.5 MILE TO THE MARK ON THE
 DG2898'LEFT.  IT IS A STANDARD DISK STAMPED 085-202 AZMK, SET IN THE
 DG2898'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2898'SURFACE OF THE GROUND.  IT IS LOCATED 46.0 FEET NORTHEAST OF
 DG2898'THE CENTERLINE OF THE ROADWAY, 3.0 FEET SOUTHWEST OF A WITNESS
 DG2898'POST SET AT A FENCELINE, AND 8.3 FEET SOUTH OF AN OBLIQUE ANGLE
 DG2898'OF THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2899 ***********************************************************************
 DG2899  DESIGNATION -  BV 085 203
 DG2899  PID         -  DG2899
 DG2899  STATE/COUNTY-  GA/LAMAR
 DG2899  USGS QUAD   -  BARNESVILLE (1973)
 DG2899
 DG2899                         *CURRENT SURVEY CONTROL
 DG2899  ___________________________________________________________________
 DG2899* NAD 83(1994)-  33 01 03.93587(N)    084 09 54.70535(W)     ADJUSTED  
 DG2899* NAVD 88     -       252.7    (meters)     829.     (feet)  VERTCON   
 DG2899  ___________________________________________________________________
 DG2899  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DG2899  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DG2899
 DG2899  HORZ ORDER  -  SECOND
 DG2899
 DG2899.The horizontal coordinates were established by classical geodetic methods
 DG2899.and adjusted by the National Geodetic Survey in September 1997..
 DG2899
 DG2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2899
 DG2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2899
 DG2899.The geoid height was determined by GEOID03.
 DG2899
 DG2899;                    North         East     Units Scale Factor Converg.
 DG2899;SPC GA W     -   334,570.848   700,137.404   MT  0.99990000   +0 00 02.9
 DG2899;SPC GA W     - 1,097,671.19  2,297,034.13   sFT  0.99990000   +0 00 02.9
 DG2899;UTM  16      - 3,656,827.154   764,806.735   MT  1.00046470   +1 32 44.1
 DG2899
 DG2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2899!SPC GA W     -   0.99996466  x   0.99990000  =   0.99986466
 DG2899!UTM  16      -   0.99996466  x   1.00046470  =   1.00042934
 DG2899
 DG2899:                Primary Azimuth Mark                     Grid Az
 DG2899:SPC GA W     -  BV 085 203 AZ MK                         333 49 29.3
 DG2899:UTM  16      -  BV 085 203 AZ MK                         332 16 48.1
 DG2899
 DG2899|---------------------------------------------------------------------|
 DG2899| PID    Reference Object                     Distance      Geod. Az  |
 DG2899|                                                           dddmmss.s |
 DG2899| CY9675 BV 085 203 AZ MK                                   3334932.2 |
 DG2899|---------------------------------------------------------------------|
 DG2899
 DG2899                          SUPERSEDED SURVEY CONTROL
 DG2899
 DG2899  NAD 83(1986)-  33 01 03.94141(N)    084 09 54.70459(W) AD(       ) 2
 DG2899  NAD 27      -  33 01 03.47702(N)    084 09 55.00806(W) AD(       ) 2
 DG2899  NGVD 29 (07/19/86)  252.7    (m)          829.     (f) VERT ANG       
 DG2899
 DG2899.Superseded values are not recommended for survey control.
 DG2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2899.See file dsdata.txt to determine how the superseded data were derived.
 DG2899
 DG2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6480756827(NAD 83)
 DG2899_MARKER: DD = SURVEY DISK
 DG2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2899
 DG2899  HISTORY     - Date     Condition        Report By
 DG2899  HISTORY     - 1974     MONUMENTED       GADT
 DG2899
 DG2899                          STATION DESCRIPTION
 DG2899
 DG2899'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2899'THE STATION IS LOCATED 2-1/2 MILES SOUTH OF BARNESVILLE, 7-1/4
 DG2899'MILES NORTH OF YATESVILLE, AND 4-3/4 MILES EAST OF PIEDMONT ON
 DG2899'COUNTY RIGHT OF WAY.
 DG2899'
 DG2899'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 36
 DG2899'AND U.S. HIGHWAY 341 (STATE ROUTE 7) IN BARNESVILLE, TRAEL IN A
 DG2899'SOUTHWESTERLY DIRECTION ALONG STATE ROUTE 36 FOR 0.8 MILE TO
 DG2899'THE JUNCTION OF COUNTY ROAD 36 (R.J. ADAMS ROAD) CROSSING.  TURN
 DG2899'LEFT, TRAVELING SOUTHERLY ALONG COUNTY ROAD 36 FOR 0.6 MILE TO
 DG2899'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ALONG COUNTY ROAD 36
 DG2899'FOR 0.25 MILE TO THE STATION ON THE LEFT LOCATED ON A 10 FOOT
 DG2899'CUT BANK.
 DG2899'
 DG2899'THE STATION IS A STANDARD BRASS DISK STAMPED 085-203, SET IN
 DG2899'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2899'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2899'STAMPED 085-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2899'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2899'LOCATED 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET
 DG2899'WEST OF A WITNESS POST SET IN A FENCELINE RUNNING PARALLEL
 DG2899'WITH THE ROAD, AND 312.0 FEET SOUTHWEST OF THE WEST
 DG2899'CORNER FENCE POST.
 DG2899'
 DG2899'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 085-203 AZMK, SET
 DG2899'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2899'THE SURFACE OF THE GROUND.  IT IS LOCATED 35.0 FEET SOUTHWEST
 DG2899'OF THE CENTERLINE OF COUNTY ROAD 36, 1.8 FEET EAST OF A WITNESS
 DG2899'POST, 39.8 FEET SOUTHEAST OF A POWER POLE, AND 72.0 FEET
 DG2899'NORTHWEST OF THE SOUTHWEST END OF A CULVERT PIPE UNDER THE
 DG2899'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2906 ***********************************************************************
 DG2906  DESIGNATION -  BV 085 204
 DG2906  PID         -  DG2906
 DG2906  STATE/COUNTY-  GA/LAMAR
 DG2906  USGS QUAD   -  BARNESVILLE (1973)
 DG2906
 DG2906                         *CURRENT SURVEY CONTROL
 DG2906  ___________________________________________________________________
 DG2906* NAD 83(1994)-  33 03 13.82983(N)    084 12 07.87175(W)     ADJUSTED  
 DG2906* NAVD 88     -       245.     (meters)     804.     (feet)  VERTCON   
 DG2906  ___________________________________________________________________
 DG2906  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DG2906  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DG2906
 DG2906  HORZ ORDER  -  SECOND
 DG2906
 DG2906.The horizontal coordinates were established by classical geodetic methods
 DG2906.and adjusted by the National Geodetic Survey in September 1997..
 DG2906
 DG2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2906
 DG2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2906
 DG2906.The geoid height was determined by GEOID03.
 DG2906
 DG2906;                    North         East     Units Scale Factor Converg.
 DG2906;SPC GA W     -   338,572.647   696,682.898   MT  0.99990014   -0 01 09.7
 DG2906;SPC GA W     - 1,110,800.43  2,285,700.47   sFT  0.99990014   -0 01 09.7
 DG2906;UTM  16      - 3,660,736.487   761,243.584   MT  1.00044157   +1 31 36.7
 DG2906
 DG2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2906!SPC GA W     -   0.99996589  x   0.99990014  =   0.99986604
 DG2906!UTM  16      -   0.99996589  x   1.00044157  =   1.00040745
 DG2906
 DG2906|---------------------------------------------------------------------|
 DG2906| PID    Reference Object                     Distance      Geod. Az  |
 DG2906|                                                           dddmmss.s |
 DG2906| DG2905 BV 085 204 GADT 1974 PTA             21.197 METERS 12103     |
 DG2906| CY9676 BV 085 204 AZ MK                                   1801903.8 |
 DG2906| DG2938 PIEDMONT                            APPROX. 5.6 KM 2540204.2 |
 DG2906|---------------------------------------------------------------------|
 DG2906
 DG2906                          SUPERSEDED SURVEY CONTROL
 DG2906
 DG2906  NAD 83(1986)-  33 03 13.83559(N)    084 12 07.87131(W) AD(       ) 2
 DG2906  NAD 27      -  33 03 13.37622(N)    084 12 08.17075(W) AD(       ) 2
 DG2906  NGVD 29 (07/19/86)  245.     (m)          804.     (f) VERT ANG       
 DG2906
 DG2906.Superseded values are not recommended for survey control.
 DG2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2906.See file dsdata.txt to determine how the superseded data were derived.
 DG2906
 DG2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6124460736(NAD 83)
 DG2906_MARKER: DD = SURVEY DISK
 DG2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2906
 DG2906  HISTORY     - Date     Condition        Report By
 DG2906  HISTORY     - 1974     MONUMENTED       GADT
 DG2906
 DG2906                          STATION DESCRIPTION
 DG2906
 DG2906'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2906'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF
 DG2906'BARNESVILLE, 3-3/4 MILES NORTHWEST OF PIEDMONT, AND 9-3/4
 DG2906'MILES NORTH-NORTHWEST OF YATESVILLE ON COUNTY RIGHT OF WAY.
 DG2906'
 DG2906'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND
 DG2906'U.S. HIGHWAY 341 (STATE ROUTE 7) IN BARNESVILLE, TRAVEL WEST
 DG2906'ALONG STATE ROUTE 18 FOR 2.2 MILES TO THE JUNCTION OF COUNTY
 DG2906'ROAD 51 (OLD MILNER ROAD TO THE RIGHT AND CANNAFAX ROAD TO THE
 DG2906'LEFT) CROSSING.  TURN LEFT, TRAVEL SOUTH ALONG COUNTY ROAD 51
 DG2906'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DG2906'
 DG2906'THE STATION IS A STANDARD BRASS DISK STAMPED 085-204, SET
 DG2906'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2906'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG2906'DISK STAMPED 085-204, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2906'APPROXIMATELY 0.92 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2906'IS LOCATED 23 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 51, 5
 DG2906'FEET EAST OF A WITNESS POST SET AT A FENCELINE RUNNING PARALLEL
 DG2906'WITH THE ROAD, 179.0 FEET SOUTH OF AN UNDERGROUND TELEPHONE
 DG2906'CABLE PEDESTAL AND 62.0 FEET NORTH OF ANOTHER UNDERGROUND
 DG2906'TELEPHONE CABLE PEDESTAL.
 DG2906'
 DG2906'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 DG2906'COUNTY ROAD 51 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS
 DG2906'A STANDARD DISK STAMPED 085-204 AZMK, SET IN THE TOP OF A 10
 DG2906'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2906'THE GROUND.  IT IS LOCATED 27 FEET WEST OF THE CENTERLINE OF
 DG2906'COUNTY ROAD 51, 25 FEET EAST OF A WITNESS POST AND FENCELINE,
 DG2906'32 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 81
 DG2906'FEET NORTHWEST OF A 6 INCH CEDAR TREE ON THE EAST SIDE OF THE
 DG2906'ROAD, AND 81 FEET SOUTHWEST OF AN 8 INCH OAK TREE ON THE EAST
 DG2906'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2891 ***********************************************************************
 DG2891  DESIGNATION -  BV 085 205
 DG2891  PID         -  DG2891
 DG2891  STATE/COUNTY-  GA/LAMAR
 DG2891  USGS QUAD   -  JOHNSTONVILLE (1973)
 DG2891
 DG2891                         *CURRENT SURVEY CONTROL
 DG2891  ___________________________________________________________________
 DG2891* NAD 83(1994)-  33 03 10.15737(N)    084 05 36.57171(W)     ADJUSTED  
 DG2891* NAVD 88     -       249.     (meters)     817.     (feet)  VERTCON   
 DG2891  ___________________________________________________________________
 DG2891  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DG2891  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DG2891
 DG2891  HORZ ORDER  -  SECOND
 DG2891
 DG2891.The horizontal coordinates were established by classical geodetic methods
 DG2891.and adjusted by the National Geodetic Survey in September 1997..
 DG2891
 DG2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2891
 DG2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2891
 DG2891.The geoid height was determined by GEOID03.
 DG2891
 DG2891;                    North         East     Units Scale Factor Converg.
 DG2891;SPC GA W     -   338,461.340   706,833.634   MT  0.99990058   +0 02 23.7
 DG2891;SPC GA W     - 1,110,435.25  2,319,003.35   sFT  0.99990058   +0 02 23.7
 DG2891;UTM  16      - 3,660,899.224   771,399.460   MT  1.00050829   +1 35 10.4
 DG2891
 DG2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2891!SPC GA W     -   0.99996525  x   0.99990058  =   0.99986583
 DG2891!UTM  16      -   0.99996525  x   1.00050829  =   1.00047352
 DG2891
 DG2891:                Primary Azimuth Mark                     Grid Az
 DG2891:SPC GA W     -  BV 085 205 AZ MK                         179 30 51.8
 DG2891:UTM  16      -  BV 085 205 AZ MK                         177 58 05.1
 DG2891
 DG2891|---------------------------------------------------------------------|
 DG2891| PID    Reference Object                     Distance      Geod. Az  |
 DG2891|                                                           dddmmss.s |
 DG2891| CY9677 BV 085 205 AZ MK                                   1793315.5 |
 DG2891| DG2890 BV 085 205 GADT 1974 PTA             18.108 METERS 24252     |
 DG2891|---------------------------------------------------------------------|
 DG2891
 DG2891                          SUPERSEDED SURVEY CONTROL
 DG2891
 DG2891  NAD 83(1986)-  33 03 10.16326(N)    084 05 36.57133(W) AD(       ) 2
 DG2891  NAD 27      -  33 03 09.70337(N)    084 05 36.88162(W) AD(       ) 2
 DG2891  NGVD 29 (07/19/86)  249.     (m)          817.     (f) VERT ANG       
 DG2891
 DG2891.Superseded values are not recommended for survey control.
 DG2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2891.See file dsdata.txt to determine how the superseded data were derived.
 DG2891
 DG2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7139960899(NAD 83)
 DG2891_MARKER: DD = SURVEY DISK
 DG2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2891
 DG2891  HISTORY     - Date     Condition        Report By
 DG2891  HISTORY     - 1974     MONUMENTED       GADT
 DG2891
 DG2891                          STATION DESCRIPTION
 DG2891
 DG2891'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2891'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST OF
 DG2891'BARNESVILLE AND 10 MILES NORTH-NORTHEAST OF YATESVILLE ON
 DG2891'COUNTY RIGHT OF WAY.
 DG2891'
 DG2891'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41
 DG2891'(STATE ROUTE 18) AND STATE ROUTE 36 IN BARNESVILLE, TRAVEL EAST
 DG2891'ALONG U.S. HIGHWAY 41 FOR 3.65 MILES TO THE INTERSECTION OF
 DG2891'COUNTY ROAD 32 TO THE RIGHT.  TURN RIGHT, TRAVELING SOUTH
 DG2891'ALONG COUNTY ROAD 32 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DG2891'
 DG2891'THE STATION IS A STANDARD BRASS DISK STAMPED 085-205, SET IN
 DG2891'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2891'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2891'STAMPED 085-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2891'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2891'IS LOCATED 32.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 32,
 DG2891'2.0 FEET WEST OF A WITNESS POST, 91.0 FEET NORTHEAST OF A POWER
 DG2891'POLE ON THE WEST SIDE OF THE ROAD, AND 45.0 FEET NORTHEAST OF
 DG2891'THE EAST END OF AN UNDERGROUND 18 INCH CONCRETE CULVERT UNDER
 DG2891'THE ROAD.
 DG2891'
 DG2891'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ALONG
 DG2891'COUNTY ROAD 32 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 DG2891'IS A STANDARD DISK STAMPED 085-205 AZMK, SET IN THE TOP OF A
 DG2891'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2891'THE GROUND.  IT IS LOCATED 30.0 FEET WEST OF THE CENTERLINE OF
 DG2891'THE ROAD, 14.0 FEET SOUTHEAST OF A WITNESS POST AND 100 FEET
 DG2891'SOUTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1456 ***********************************************************************
 CM1456  DESIGNATION -  BV 085 206
 CM1456  PID         -  CM1456
 CM1456  STATE/COUNTY-  GA/LAMAR
 CM1456  USGS QUAD   -  STROUDS (1974)
 CM1456
 CM1456                         *CURRENT SURVEY CONTROL
 CM1456  ___________________________________________________________________
 CM1456* NAD 83(1994)-  32 57 02.40246(N)    084 02 37.50800(W)     ADJUSTED  
 CM1456* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 CM1456  ___________________________________________________________________
 CM1456  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CM1456  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CM1456
 CM1456  HORZ ORDER  -  SECOND
 CM1456
 CM1456.The horizontal coordinates were established by classical geodetic methods
 CM1456.and adjusted by the National Geodetic Survey in September 1997..
 CM1456
 CM1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1456
 CM1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1456
 CM1456.The geoid height was determined by GEOID03.
 CM1456
 CM1456;                    North         East     Units Scale Factor Converg.
 CM1456;SPC GA W     -   327,137.444   711,491.993   MT  0.99990163   +0 04 00.7
 CM1456;SPC GA W     - 1,073,283.43  2,334,286.65   sFT  0.99990163   +0 04 00.7
 CM1456;UTM  16      - 3,649,697.991   776,364.383   MT  1.00054185   +1 36 32.3
 CM1456;UTM  17      - 3,649,931.266   215,452.158   MT  1.00059846   -1 39 24.0
 CM1456
 CM1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1456!SPC GA W     -   0.99997318  x   0.99990163  =   0.99987482
 CM1456!UTM  16      -   0.99997318  x   1.00054185  =   1.00051502
 CM1456!UTM  17      -   0.99997318  x   1.00059846  =   1.00057163
 CM1456
 CM1456|---------------------------------------------------------------------|
 CM1456| PID    Reference Object                     Distance      Geod. Az  |
 CM1456|                                                           dddmmss.s |
 CM1456| CM1455 BV 085 206 GADT 1974 PTA             23.996 METERS 14224     |
 CM1456| CY8457 BV 085 206 AZ MK                                   1722620.3 |
 CM1456|---------------------------------------------------------------------|
 CM1456
 CM1456                          SUPERSEDED SURVEY CONTROL
 CM1456
 CM1456  NAD 83(1986)-  32 57 02.40785(N)    084 02 37.50657(W) AD(       ) 2
 CM1456  NAD 27      -  32 57 01.93258(N)    084 02 37.82441(W) AD(       ) 2
 CM1456  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 CM1456
 CM1456.Superseded values are not recommended for survey control.
 CM1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1456.See file dsdata.txt to determine how the superseded data were derived.
 CM1456
 CM1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7636449698(NAD 83)
 CM1456_MARKER: DD = SURVEY DISK
 CM1456_SETTING: 66 = SET IN ROCK OUTCROP
 CM1456_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CM1456
 CM1456  HISTORY     - Date     Condition        Report By
 CM1456  HISTORY     - 1974     MONUMENTED       GADT
 CM1456
 CM1456                          STATION DESCRIPTION
 CM1456
 CM1456'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1456'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTHEAST OF
 CM1456'YATESVILLE, 8-1/4 MILES SOUTHWEST OF FORSYTH, AND 9-1/2 MILES
 CM1456'SOUTHEAST OF BARNESVILLE ON STATE RIGHT OF WAY.
 CM1456'
 CM1456'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1456'(STATE ROUTE 7) AND STATE ROUTES 18 AND 36, IN BARNESVILLE, TRAVEL
 CM1456'SOUTHEAST ALONG U.S. HIGHWAY 341 FOR 3.55 MILES TO THE JUNCTION
 CM1456'OF COUNTY ROAD 10 (COMMUNITY HOUSE ROAD) TO THE LEFT.  CONTINUE
 CM1456'SOUTH ON U.S. HIGHWAY 341 FOR 4.2 MILES TO THE JUNCTION OF COUNTY
 CM1456'ROAD 4 (YATESVILLE ROAD) TO THE LEFT.  TURN LEFT, TRAVELING EAST
 CM1456'ALONG COUNTY ROAD 4 FOR 1.5 MILES TO THE JUNCTION OF COUNTY
 CM1456'ROAD 1 (RAMAH CHURCH ROAD) CROSSING.  CONTINUE EAST ALONG
 CM1456'COUNTY ROAD 4 FOR 1.1 MILES TO ITS TERMINATION AT COUNTY ROAD 3
 CM1456'(ZELLNER ROAD RIGHT AND COUNTY LINE ROAD LEFT) CROSSING.  TURN
 CM1456'LEFT, TRAVELING EAST ALONG COUNTY ROAD 3 FOR 0.8 MILE TO ITS
 CM1456'TERMINATION AT STATE ROUTE 83 CROSSING.  TURN LEFT,
 CM1456'TRAVELING NORTH ALONG STATE ROUTE 83 FOR 0.05 MILE TO THE
 CM1456'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 83
 CM1456'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CM1456'
 CM1456'THE STATION IS LOCATED 31.5 FEET WEST OF THE CENTERLINE OF THE
 CM1456'HIGHWAY, 44.5 FEET SOUTH OF A POWER POLE, 67.0 FEET NORTHWEST OF
 CM1456'AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 5.5 FEET WEST OF A
 CM1456'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 085-206, SET
 CM1456'IN A ONE INCH DRILL HOLE FLUSH WITH THE SURFACE OF BEDROCK.
 CM1456'
 CM1456'THE AZIMUTH MARK IS LOCATED 39.5 FEET EAST OF THE CENTERLINE OF
 CM1456'STATE ROUTE 83, 182.0 FEET NORTH OF A POWER POLE, 94.0 FEET
 CM1456'SOUTH OF ANOTHER POWER POLE, AND 4.0 FEET WEST OF A WITNESS
 CM1456'POST.  THE MARK IS A STANDARD DISK STAMPED 085-206 AZMK, SET IN
 CM1456'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1456'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1461 ***********************************************************************
 CM1461  DESIGNATION -  BV 085 207
 CM1461  PID         -  CM1461
 CM1461  STATE/COUNTY-  GA/LAMAR
 CM1461  USGS QUAD   -  STROUDS (1974)
 CM1461
 CM1461                         *CURRENT SURVEY CONTROL
 CM1461  ___________________________________________________________________
 CM1461* NAD 83(1994)-  32 59 38.11663(N)    084 05 02.58941(W)     ADJUSTED  
 CM1461* NAVD 88     -       233.     (meters)     764.     (feet)  VERTCON   
 CM1461  ___________________________________________________________________
 CM1461  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CM1461  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CM1461
 CM1461  HORZ ORDER  -  SECOND
 CM1461
 CM1461.The horizontal coordinates were established by classical geodetic methods
 CM1461.and adjusted by the National Geodetic Survey in September 1997..
 CM1461
 CM1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1461
 CM1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1461
 CM1461.The geoid height was determined by GEOID03.
 CM1461
 CM1461;                    North         East     Units Scale Factor Converg.
 CM1461;SPC GA W     -   331,930.324   707,720.307   MT  0.99990073   +0 02 42.0
 CM1461;SPC GA W     - 1,089,008.07  2,321,912.37   sFT  0.99990073   +0 02 42.0
 CM1461;UTM  16      - 3,654,390.515   772,462.560   MT  1.00051543   +1 35 19.9
 CM1461
 CM1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1461!SPC GA W     -   0.99996772  x   0.99990073  =   0.99986845
 CM1461!UTM  16      -   0.99996772  x   1.00051543  =   1.00048313
 CM1461
 CM1461:                Primary Azimuth Mark                     Grid Az
 CM1461:SPC GA W     -  BV 085 207 AZ MK                         098 59 44.5
 CM1461:UTM  16      -  BV 085 207 AZ MK                         097 27 06.6
 CM1461
 CM1461|---------------------------------------------------------------------|
 CM1461| PID    Reference Object                     Distance      Geod. Az  |
 CM1461|                                                           dddmmss.s |
 CM1461| CY8458 BV 085 207 AZ MK                                   0990226.5 |
 CM1461| CM1460 BV 085 207 GADT 1974 PTA             19.765 METERS 24840     |
 CM1461|---------------------------------------------------------------------|
 CM1461
 CM1461                          SUPERSEDED SURVEY CONTROL
 CM1461
 CM1461  NAD 83(1986)-  32 59 38.12192(N)    084 05 02.58800(W) AD(       ) 2
 CM1461  NAD 27      -  32 59 37.65195(N)    084 05 02.90041(W) AD(       ) 2
 CM1461  NGVD 29 (07/19/86)  233.     (m)          764.     (f) VERT ANG       
 CM1461
 CM1461.Superseded values are not recommended for survey control.
 CM1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1461.See file dsdata.txt to determine how the superseded data were derived.
 CM1461
 CM1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7246354391(NAD 83)
 CM1461_MARKER: DD = SURVEY DISK
 CM1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1461
 CM1461  HISTORY     - Date     Condition        Report By
 CM1461  HISTORY     - 1974     MONUMENTED       GADT
 CM1461
 CM1461                          STATION DESCRIPTION
 CM1461
 CM1461'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1461'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHEAST OF
 CM1461'BARNESVILLE, 6-1/2 MILES NORTHEAST OF YATESVILLE, AND 9 MILES
 CM1461'SOUTHWEST OF FORSYTH ON THE PROPERTY OF MR. W.M. DUNBAR.
 CM1461'
 CM1461'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1461'(STATE ROUTE 7) AND STATE ROUTES 36 AND 18, GO SOUTH ALONG
 CM1461'U.S. HIGHWAY 341 FOR 3.6 MILES TO THE JUNCTION OF COUNTY ROAD 10
 CM1461'(COMMUNITY HOUSE ROAD) FORKING TO THE LEFT.  TURN LEFT, TRAVELING
 CM1461'SOUTHEASTERLY ALONG COUNTY ROAD 10 FOR 1.8 MILES TO THE JUNCTION
 CM1461'OF COUNTY ROAD 17 TO THE LEFT.  TURN LEFT, TRAVELING EAST ALONG
 CM1461'COUNTY ROAD 17 FOR 0.5 MILE TO THE JUNCTION OF COUNTY ROAD 16
 CM1461'TO THE LEFT.  TURN LEFT, TRAVELING NORTH-TO-EAST ALONG COUNTY
 CM1461'ROAD 16 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 CM1461'
 CM1461'THE STATION IS A STANDARD BRASS DISK STAMPED 085-207, SET IN
 CM1461'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 CM1461'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1461'DISK STAMPED 085-207, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1461'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  THE
 CM1461'STATION IS LOCATED APPROXIMATELY 30 YARDS WEST OF THE W.M.
 CM1461'DUNBAR RESIDENCE, 59 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 CM1461'16, 62.3 FEET NORTHEAST OF A 20 INCH WALNUT TREE, 23.7 FEET
 CM1461'SOUTHEAST OF A POWER POLE, 4.0 FEET WEST OF A FENCE RUNNING
 CM1461'NORTH AND SOUTH, AND 37.0 FEET NORTHWEST OF A WITNESS POST SET
 CM1461'NEAR THE JUNCTION OF TWO FENCELINES.
 CM1461'
 CM1461'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG
 CM1461'COUNTY ROAD 16 FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CM1461'STANDARD DISK STAMPED 085-207 AZMK, SET IN THE TOP OF A 10 INCH
 CM1461'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM1461'IT IS LOCATED 19.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 119.0
 CM1461'FEET NORTHWEST OF A POWER POLE LOCATED IN A PASTURE, AND 1.0
 CM1461'FOOT NORTH OF A WITNESS POST SET AT A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2902 ***********************************************************************
 DG2902  DESIGNATION -  BV 085 208
 DG2902  PID         -  DG2902
 DG2902  STATE/COUNTY-  GA/LAMAR
 DG2902  USGS QUAD   -  BARNESVILLE (1973)
 DG2902
 DG2902                         *CURRENT SURVEY CONTROL
 DG2902  ___________________________________________________________________
 DG2902* NAD 83(1994)-  33 02 35.88469(N)    084 10 12.42112(W)     ADJUSTED  
 DG2902* NAVD 88     -       261.0    (meters)     856.     (feet)  VERTCON   
 DG2902  ___________________________________________________________________
 DG2902  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DG2902  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DG2902
 DG2902  HORZ ORDER  -  SECOND
 DG2902
 DG2902.The horizontal coordinates were established by classical geodetic methods
 DG2902.and adjusted by the National Geodetic Survey in September 1997..
 DG2902
 DG2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2902
 DG2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2902
 DG2902.The geoid height was determined by GEOID03.
 DG2902
 DG2902;                    North         East     Units Scale Factor Converg.
 DG2902;SPC GA W     -   337,403.231   699,677.747   MT  0.99990000   -0 00 06.8
 DG2902;SPC GA W     - 1,106,963.77  2,295,526.07   sFT  0.99990000   -0 00 06.8
 DG2902;UTM  16      - 3,659,647.699   764,270.562   MT  1.00046119   +1 32 38.2
 DG2902
 DG2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2902!SPC GA W     -   0.99996337  x   0.99990000  =   0.99986337
 DG2902!UTM  16      -   0.99996337  x   1.00046119  =   1.00042454
 DG2902
 DG2902:                Primary Azimuth Mark                     Grid Az
 DG2902:SPC GA W     -  BV 085 208 AZ MK                         136 26 34.5
 DG2902:UTM  16      -  BV 085 208 AZ MK                         134 53 49.5
 DG2902
 DG2902|---------------------------------------------------------------------|
 DG2902| PID    Reference Object                     Distance      Geod. Az  |
 DG2902|                                                           dddmmss.s |
 DG2902| CY9678 BV 085 208 AZ MK                                   1362627.7 |
 DG2902|---------------------------------------------------------------------|
 DG2902
 DG2902                          SUPERSEDED SURVEY CONTROL
 DG2902
 DG2902  NAD 83(1986)-  33 02 35.89042(N)    084 10 12.42065(W) AD(       ) 2
 DG2902  NAD 27      -  33 02 35.43026(N)    084 10 12.72366(W) AD(       ) 2
 DG2902  NGVD 29 (07/19/86)  261.0    (m)          856.     (f) VERT ANG       
 DG2902
 DG2902.Superseded values are not recommended for survey control.
 DG2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2902.See file dsdata.txt to determine how the superseded data were derived.
 DG2902
 DG2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6427159648(NAD 83)
 DG2902_MARKER: DD = SURVEY DISK
 DG2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2902
 DG2902  HISTORY     - Date     Condition        Report By
 DG2902  HISTORY     - 1974     MONUMENTED       GADT
 DG2902
 DG2902                          STATION DESCRIPTION
 DG2902
 DG2902'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2902'THE STATION IS LOCATED 1-1/4 MILES SOUTHWEST OF BARNESVILLE, 4-3/4
 DG2902'MILES EAST-NORTHEAST OF PIEDMONT, AND 9 MILES NORTH OF
 DG2902'YATESVILLE ON STATE RIGHT OF WAY.
 DG2902'
 DG2902'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 36
 DG2902'AND U.S. HIGHWAY 341 (STATE ROUTE 7) IN BARNESVILLE, TRAVEL
 DG2902'NORTHWEST ALONG U.S. HIGHWAY 341 FOR 0.15 MILE TO THE AZIMUTH
 DG2902'MARK ON THE LEFT.  CONTINUE NORTHWEST ALONG U.S. HIGHWAY 341
 DG2902'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DG2902'
 DG2902'THE STATION IS A STANDARD BRASS DISK STAMPED 085-208, SET IN
 DG2902'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2902'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2902'STAMPED 085-208, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2902'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2902'IS LOCATED 31.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 DG2902'341 SOUTHBOUND LANE, 251.0 FEET SOUTH OF A POWER POLE LOCATED
 DG2902'ON THE NORTHEAST SIDE OF THE HIGHWAY, 159.0 FEET
 DG2902'WEST-SOUTHWEST OF A POWER POLE LOCATED ON THE NORTHEAST SIDE
 DG2902'OF THE HIGHWAY, AND 3.0 FEET NORTHEAST OF A WITNESS POST.
 DG2902'
 DG2902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 085-208 AZMK, SET
 DG2902'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2902'THE SURFACE OF THE GROUND.  IT IS LOCATED 25.0 FEET SOUTHWEST
 DG2902'OF THE CENTERLINE OF U.S. HIGHWAY 341, 3.5 FEET NORTHWEST OF A
 DG2902'WITNESS POST AND 71.0 FEET NORTH OF A 20 INCH SWEETGUM TREE
 DG2902'LOCATED 1 FOOT FROM AN 18 INCH SWEETGUM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2903 ***********************************************************************
 DG2903  DESIGNATION -  BV 085 209
 DG2903  PID         -  DG2903
 DG2903  STATE/COUNTY-  GA/LAMAR
 DG2903  USGS QUAD   -  BARNESVILLE (1973)
 DG2903
 DG2903                         *CURRENT SURVEY CONTROL
 DG2903  ___________________________________________________________________
 DG2903* NAD 83(1994)-  33 03 11.88557(N)    084 10 06.56821(W)     ADJUSTED  
 DG2903* NAVD 88     -       267.3    (meters)     877.     (feet)  VERTCON   
 DG2903  ___________________________________________________________________
 DG2903  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DG2903  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DG2903
 DG2903  HORZ ORDER  -  SECOND
 DG2903
 DG2903.The horizontal coordinates were established by classical geodetic methods
 DG2903.and adjusted by the National Geodetic Survey in September 1997..
 DG2903
 DG2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2903
 DG2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2903
 DG2903.The geoid height was determined by GEOID03.
 DG2903
 DG2903;                    North         East     Units Scale Factor Converg.
 DG2903;SPC GA W     -   338,512.197   699,829.614   MT  0.99990000   -0 00 03.6
 DG2903;SPC GA W     - 1,110,602.10  2,296,024.33   sFT  0.99990000   -0 00 03.6
 DG2903;UTM  16      - 3,660,760.983   764,392.522   MT  1.00046199   +1 32 42.9
 DG2903
 DG2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2903!SPC GA W     -   0.99996239  x   0.99990000  =   0.99986239
 DG2903!UTM  16      -   0.99996239  x   1.00046199  =   1.00042436
 DG2903
 DG2903:                Primary Azimuth Mark                     Grid Az
 DG2903:SPC GA W     -  BV 085 209 AZ MK                         004 16 49.8
 DG2903:UTM  16      -  BV 085 209 AZ MK                         002 44 03.3
 DG2903
 DG2903|---------------------------------------------------------------------|
 DG2903| PID    Reference Object                     Distance      Geod. Az  |
 DG2903|                                                           dddmmss.s |
 DG2903| CY9679 BV 085 209 AZ MK                                   0041646.2 |
 DG2903|---------------------------------------------------------------------|
 DG2903
 DG2903                          SUPERSEDED SURVEY CONTROL
 DG2903
 DG2903  NAD 83(1986)-  33 03 11.89130(N)    084 10 06.56776(W) AD(       ) 2
 DG2903  NAD 27      -  33 03 11.43231(N)    084 10 06.87070(W) AD(       ) 2
 DG2903  NGVD 29 (07/19/86)  267.3    (m)          877.     (f) VERT ANG       
 DG2903
 DG2903.Superseded values are not recommended for survey control.
 DG2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2903.See file dsdata.txt to determine how the superseded data were derived.
 DG2903
 DG2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6439360761(NAD 83)
 DG2903_MARKER: DD = SURVEY DISK
 DG2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2903
 DG2903  HISTORY     - Date     Condition        Report By
 DG2903  HISTORY     - 1974     MONUMENTED       GADT
 DG2903
 DG2903                          STATION DESCRIPTION
 DG2903
 DG2903'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2903'THE STATION IS LOCATED IN BARNESVILLE ON STATE RIGHT OF WAY.
 DG2903'
 DG2903'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 36
 DG2903'AND U.S. HIGHWAY 341 (STATE ROUTE 7), IN BARNESVILLE, GO NORTH
 DG2903'ALONG U.S. HIGHWAY 341 FOR 0.65 MILE TO STATE ROUTE 18
 DG2903'CROSSING.  CONTINUE ALONG U.S. HIGHWAY 341 FOR 0.5 MILE TO THE
 DG2903'STATION IN THE MEDIAN OF THE HIGHWAY.
 DG2903'
 DG2903'THE STATION IS A STANDARD BRASS DISK STAMPED 085-209, SET IN THE
 DG2903'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2903'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG2903'DISK STAMPED 085-209, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2903'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2903'IS LOCATED 19.0 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND
 DG2903'LANE OF THE HIGHWAY, 43.0 FEET EAST OF THE CENTERLINE OF THE
 DG2903'SOUTHBOUND LANE, 26.5 FEET SOUTH OF THE CENTER OF A DROP INLET
 DG2903'IN THE MEDIAN, AND 6.0 FEET EAST OF A WITNESS POST.
 DG2903'
 DG2903'TO REACH THE AZIMUTH MARK CONTINUE NORTH ALONG U.S. HIGHWAY
 DG2903'341 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 DG2903'DISK STAMPED 085-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2903'CONCRETE POST SET 1 INCH BELOW THE SURFACE OF THE GROUND.  IT
 DG2903'IS LOCATED 39.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 93.0
 DG2903'FEET SOUTH OF AN 18 INCH PINE TREE, 4.2 FEET WEST OF A WITNESS
 DG2903'POST, 80.0 FEET WEST OF A 20 INCH PINE TREE, AND 81.3 FEET
 DG2903'SOUTHWEST OF A 20 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2907 ***********************************************************************
 DG2907  DESIGNATION -  BV 085 210
 DG2907  PID         -  DG2907
 DG2907  STATE/COUNTY-  GA/LAMAR
 DG2907  USGS QUAD   -  BARNESVILLE (1973)
 DG2907
 DG2907                         *CURRENT SURVEY CONTROL
 DG2907  ___________________________________________________________________
 DG2907* NAD 83(1994)-  33 04 54.19893(N)    084 11 44.27454(W)     ADJUSTED  
 DG2907* NAVD 88     -       245.0    (meters)     804.     (feet)  VERTCON   
 DG2907  ___________________________________________________________________
 DG2907  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DG2907  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DG2907
 DG2907  HORZ ORDER  -  SECOND
 DG2907
 DG2907.The horizontal coordinates were established by classical geodetic methods
 DG2907.and adjusted by the National Geodetic Survey in September 1997..
 DG2907
 DG2907.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2907
 DG2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2907
 DG2907.The geoid height was determined by GEOID03.
 DG2907
 DG2907;                    North         East     Units Scale Factor Converg.
 DG2907;SPC GA W     -   341,664.234   697,295.882   MT  0.99990009   -0 00 56.9
 DG2907;SPC GA W     - 1,120,943.41  2,287,711.57   sFT  0.99990009   -0 00 56.9
 DG2907;UTM  16      - 3,663,845.182   761,773.179   MT  1.00044498   +1 31 53.7
 DG2907
 DG2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2907!SPC GA W     -   0.99996591  x   0.99990009  =   0.99986600
 DG2907!UTM  16      -   0.99996591  x   1.00044498  =   1.00041088
 DG2907
 DG2907:                Primary Azimuth Mark                     Grid Az
 DG2907:SPC GA W     -  HOG MT RESET                             105 46 21.2
 DG2907:UTM  16      -  HOG MT RESET                             104 13 30.6
 DG2907
 DG2907|---------------------------------------------------------------------|
 DG2907| PID    Reference Object                     Distance      Geod. Az  |
 DG2907|                                                           dddmmss.s |
 DG2907| DG0792 HOG MT RESET                        APPROX. 5.0 KM 1054524.3 |
 DG2907| CY9680 BV 085 210 AZ MK                                   2205103.1 |
 DG2907|---------------------------------------------------------------------|
 DG2907
 DG2907                          SUPERSEDED SURVEY CONTROL
 DG2907
 DG2907  NAD 83(1986)-  33 04 54.20463(N)    084 11 44.27415(W) AD(       ) 2
 DG2907  NAD 27      -  33 04 53.74871(N)    084 11 44.57436(W) AD(       ) 2
 DG2907  NGVD 29 (07/19/86)  245.0    (m)          804.     (f) VERT ANG       
 DG2907
 DG2907.Superseded values are not recommended for survey control.
 DG2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2907.See file dsdata.txt to determine how the superseded data were derived.
 DG2907
 DG2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6177363845(NAD 83)
 DG2907_MARKER: DD = SURVEY DISK
 DG2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2907
 DG2907  HISTORY     - Date     Condition        Report By
 DG2907  HISTORY     - 1974     MONUMENTED       GADT
 DG2907
 DG2907                          STATION DESCRIPTION
 DG2907
 DG2907'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2907'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTH OF MILNER,
 DG2907'3 MILES NORTHWEST OF BARNESVILLE, AND 5-1/2 MILES NORTHEAST OF
 DG2907'PIEDMONT ON THE PROPERTY OF O.E. KITCHING.
 DG2907'
 DG2907'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 DG2907'(STATE ROUTE 7) AND STATE ROUTE 18 IN BARNESVILLE, TRAVEL
 DG2907'NORTHERLY ALONG U.S. HIGHWAY 341 FOR 1.25 MILES TO THE JUNCTION
 DG2907'OF MC CORD LAKE ROAD (COUNTY ROAD 62) CROSSING.  TURN LEFT,
 DG2907'TRAVELING WEST ALONG MC CORD LAKE ROAD FOR 2.25 MILES TO THE
 DG2907'JUNCTION OF OLD MILNER ROAD (COUNTY ROAD 67) CROSSING.  TURN
 DG2907'RIGHT, TRAVELING NORTHERLY ALONG OLD MILNER ROAD FOR 0.15 MILE
 DG2907'TO THE STATION ON THE RIGHT.
 DG2907'
 DG2907'THE STATION IS LOCATED 2.2 FEET NORTH-NORTHWEST OF A WITNESS
 DG2907'POST, 2.5 FEET NORTHWEST OF A POWER POLE, 142.0 FEET EAST OF THE
 DG2907'CENTERLINE OF THE ROAD, AND 210.0 FEET SOUTH OF A POWER POLE.  THE
 DG2907'STATION IS A STANDARD BRASS DISK STAMPED 085-210, SET IN THE TOP
 DG2907'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2907'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2907'085-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2907'0.78 METER BELOW THE SURFACE OF THE GROUND.
 DG2907'
 DG2907'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MC CORD LAKE
 DG2907'ROAD AND OLD MILNER ROAD, TRAVEL SOUTHERLY ALONG OLD MILNER ROAD
 DG2907'FOR 0.05 MILE TO THE MARK ON THE RIGHT SIDE OF THE ROAD.  IT IS
 DG2907'LOCATED 2.8 FEET EAST OF A WITNESS POST, 4.0 FEET NORTH-NORTHEAST
 DG2907'OF A POWER POLE, 14.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 DG2907'THE ROAD, AND 33.0 FEET EAST-SOUTHEAST OF THE EASTERNMOST RAIL
 DG2907'OF A RAILROAD TRACK.  THE MARK IS A STANDARD DISK STAMPED
 DG2907'085-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2907'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2909 ***********************************************************************
 DG2909  DESIGNATION -  BV 085 211
 DG2909  PID         -  DG2909
 DG2909  STATE/COUNTY-  GA/LAMAR
 DG2909  USGS QUAD   -  BARNESVILLE (1973)
 DG2909
 DG2909                         *CURRENT SURVEY CONTROL
 DG2909  ___________________________________________________________________
 DG2909* NAD 83(1994)-  33 06 49.77896(N)    084 12 26.58498(W)     ADJUSTED  
 DG2909* NAVD 88     -       253.4    (meters)     831.     (feet)  VERTCON   
 DG2909  ___________________________________________________________________
 DG2909  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DG2909  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DG2909
 DG2909  HORZ ORDER  -  SECOND
 DG2909
 DG2909.The horizontal coordinates were established by classical geodetic methods
 DG2909.and adjusted by the National Geodetic Survey in September 1997..
 DG2909
 DG2909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2909
 DG2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2909
 DG2909.The geoid height was determined by GEOID03.
 DG2909
 DG2909;                    North         East     Units Scale Factor Converg.
 DG2909;SPC GA W     -   345,224.948   696,200.041   MT  0.99990018   -0 01 20.1
 DG2909;SPC GA W     - 1,132,625.52  2,284,116.30   sFT  0.99990018   -0 01 20.1
 DG2909;UTM  16      - 3,667,376.902   760,580.898   MT  1.00043730   +1 31 35.3
 DG2909
 DG2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2909!SPC GA W     -   0.99996461  x   0.99990018  =   0.99986480
 DG2909!UTM  16      -   0.99996461  x   1.00043730  =   1.00040190
 DG2909
 DG2909:                Primary Azimuth Mark                     Grid Az
 DG2909:SPC GA W     -  BV 085 211 AZ MK                         317 12 23.4
 DG2909:UTM  16      -  BV 085 211 AZ MK                         315 39 28.0
 DG2909
 DG2909|---------------------------------------------------------------------|
 DG2909| PID    Reference Object                     Distance      Geod. Az  |
 DG2909|                                                           dddmmss.s |
 DG2909| CY9681 BV 085 211 AZ MK                                   3171103.3 |
 DG2909|---------------------------------------------------------------------|
 DG2909
 DG2909                          SUPERSEDED SURVEY CONTROL
 DG2909
 DG2909  NAD 83(1986)-  33 06 49.78425(N)    084 12 26.58571(W) AD(       ) 2
 DG2909  NAD 27      -  33 06 49.33188(N)    084 12 26.88453(W) AD(       ) 2
 DG2909  NGVD 29 (07/19/86)  253.4    (m)          831.     (f) VERT ANG       
 DG2909
 DG2909.Superseded values are not recommended for survey control.
 DG2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2909.See file dsdata.txt to determine how the superseded data were derived.
 DG2909
 DG2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6058167377(NAD 83)
 DG2909_MARKER: DD = SURVEY DISK
 DG2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2909
 DG2909  HISTORY     - Date     Condition        Report By
 DG2909  HISTORY     - 1974     MONUMENTED       GADT
 DG2909
 DG2909                          STATION DESCRIPTION
 DG2909
 DG2909'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2909'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE WEST-SOUTHWEST OF
 DG2909'MILNER, 5 MILES NORTHWEST OF BARNESVILLE, AND 7 MILES
 DG2909'NORTH-NORTHEAST OF PIEDMONT ON STATE RIGHT OF WAY.
 DG2909'
 DG2909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341
 DG2909'(STATE ROUTE 7) AND STATE ROUTE 18 IN BARNESVILLE, TRAVEL
 DG2909'NORTHERLY ALONG U.S. HIGHWAY 341 FOR 1.2 MILES TO THE JUNCTION OF
 DG2909'COUNTY ROAD 62 (MC CORD LAKE ROAD) CROSSING.  CONTINUE ALONG
 DG2909'U.S. HIGHWAY 341 FOR 1.7 MILES TO THE JUNCTION OF COUNTY ROAD 110
 DG2909'(SILVER DOLLAR ROAD) TO THE RIGHT.  CONTINUE NORTHWESTERLY ALONG
 DG2909'U.S. HIGHWAY 341 FOR 2.05 MILES TO THE U.S. HIGHWAY 341 BRIDGE
 DG2909'OVER MILNER ROAD AND A RAILWAY.  CONTINUE ALONG U.S. HIGHWAY
 DG2909'341 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 DG2909'
 DG2909'THE STATION IS LOCATED 3.3 FEET NORTH OF A WITNESS POST, 27.5
 DG2909'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 DG2909'THE ROAD, 60.0 FEET WEST OF THE POINT OF INTERSECTION OF THE
 DG2909'CENTERLINES OF U.S. HIGHWAY 341 SOUTHBOUND LANE AND A FIELD ROAD
 DG2909'TO THE SOUTH, AND 125.0 FEET NORTHWEST OF A 20 INCH PECAN
 DG2909'TREE.  IT IS A STANDARD BRASS DISK STAMPED 085-211, SET IN THE
 DG2909'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2909'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2909'085-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2909'0.74 METER BELOW THE SURFACRE OF THE GROUND.
 DG2909'
 DG2909'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 DG2909'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 1.55 MILES TO THE MARK
 DG2909'ON THE LEFT.  IT IS LOCATED 31.0 FEET NORTHEAST OF THE CENTERLINE
 DG2909'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 3.0 FEET SOUTH OF A
 DG2909'WITNESS POST, 57.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DG2909'NORTHBOUND LANE OF THE HIGHWAY, AND 110.0 FEET SOUTHEAST OF THE
 DG2909'EAST EDGE OF A PAVED CROSS-OVER.  IT IS A STANDARD DISK STAMPED
 DG2909'085-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2909'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2908 ***********************************************************************
 DG2908  CBN         -  This is a Cooperative Base Network Control Station.
 DG2908  DESIGNATION -  BV 085 212
 DG2908  PID         -  DG2908
 DG2908  STATE/COUNTY-  GA/LAMAR
 DG2908  USGS QUAD   -  BARNESVILLE (1973)
 DG2908
 DG2908                         *CURRENT SURVEY CONTROL
 DG2908  ___________________________________________________________________
 DG2908* NAD 83(1994)-  33 06 29.71678(N)    084 11 49.09749(W)     ADJUSTED  
 DG2908* NAVD 88     -       261.7    (meters)     859.     (feet)  GPS OBS   
 DG2908  ___________________________________________________________________
 DG2908  X           -     540,742.653 (meters)                     COMP
 DG2908  Y           -  -5,320,714.931 (meters)                     COMP
 DG2908  Z           -   3,464,149.224 (meters)                     COMP
 DG2908  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DG2908  ELLIP HEIGHT-         233.72  (meters)          (03/09/95) GPS OBS
 DG2908  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DG2908
 DG2908  HORZ ORDER  -  B
 DG2908  ELLP ORDER  -  FIRST     CLASS I
 DG2908
 DG2908.The horizontal coordinates were established by GPS observations
 DG2908.and adjusted by the National Geodetic Survey in March 1995..
 DG2908
 DG2908.The orthometric height was determined by GPS observations and a
 DG2908.high-resolution geoid model.
 DG2908
 DG2908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG2908
 DG2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2908
 DG2908.The ellipsoidal height was determined by GPS observations
 DG2908.and is referenced to NAD 83.
 DG2908
 DG2908.The geoid height was determined by GEOID03.
 DG2908
 DG2908;                    North         East     Units Scale Factor Converg.
 DG2908;SPC GA W     -   344,606.618   697,171.660   MT  0.99990010   -0 00 59.6
 DG2908;SPC GA W     - 1,130,596.88  2,287,304.02   sFT  0.99990010   -0 00 59.6
 DG2908;UTM  16      - 3,666,784.737   761,569.407   MT  1.00044366   +1 31 55.0
 DG2908
 DG2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2908!SPC GA W     -   0.99996331  x   0.99990010  =   0.99986341
 DG2908!UTM  16      -   0.99996331  x   1.00044366  =   1.00040695
 DG2908
 DG2908:                Primary Azimuth Mark                     Grid Az
 DG2908:SPC GA W     -  BV 085 212 AZ MK                         124 07 00.5
 DG2908:UTM  16      -  BV 085 212 AZ MK                         122 34 05.9
 DG2908
 DG2908|---------------------------------------------------------------------|
 DG2908| PID    Reference Object                     Distance      Geod. Az  |
 DG2908|                                                           dddmmss.s |
 DG2908| CY9682 BV 085 212 AZ MK                                   1240600.9 |
 DG2908|---------------------------------------------------------------------|
 DG2908
 DG2908                          SUPERSEDED SURVEY CONTROL
 DG2908
 DG2908  NAD 83(1986)-  33 06 29.72219(N)    084 11 49.09856(W) AD(       ) 2
 DG2908  NAD 27      -  33 06 29.26895(N)    084 11 49.39808(W) AD(       ) 2
 DG2908  NGVD 29 (07/19/86)  261.7    (m)          859.     (f) VERT ANG       
 DG2908
 DG2908.Superseded values are not recommended for survey control.
 DG2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2908.See file dsdata.txt to determine how the superseded data were derived.
 DG2908
 DG2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6156966785(NAD 83)
 DG2908_MARKER: DD = SURVEY DISK
 DG2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2908_STAMPING: 085 212
 DG2908_MARK LOGO: GADT  
 DG2908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2908+STABILITY: SURFACE MOTION
 DG2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2908+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 DG2908
 DG2908  HISTORY     - Date     Condition        Report By
 DG2908  HISTORY     - 1974     MONUMENTED       GADT
 DG2908  HISTORY     - 19940401 GOOD             NGS
 DG2908  HISTORY     - 19960225 GOOD             NGS
 DG2908  HISTORY     - 20050615 GOOD             GADT
 DG2908
 DG2908                          STATION DESCRIPTION
 DG2908
 DG2908'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2908'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE SOUTH OF MILNER,
 DG2908'4-1/2 MILES NORTHWEST OF BARNESVILLE, AND 6-3/4 MILES NORTHEAST
 DG2908'OF PIEDMONT ON STATE RIGHT OF WAY.
 DG2908'
 DG2908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341
 DG2908'(STATE ROUTE 333 AND STATE ROUTE 7) AND STATE ROUTE 18, IN
 DG2908'BARNESVILLE, TRAVEL NORTHERLY ALONG U.S. HIGHWAY 341 FOR 1.2
 DG2908'MILES TO THE JUNCTION OF COUNTY ROAD 62 (MC CORD LAKE ROAD)
 DG2908'CROSSING.  CONTINUE NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 1.7
 DG2908'MILES TO THE JUNCTION OF ONEAL ROAD (COUNTY ROAD 110) TO THE
 DG2908'RIGHT.  CONTINUE ALONG U.S. HIGHWAY 341 FOR 0.9 MILE TO THE
 DG2908'AZIMUTH ON THE LEFT.  CONTINUE NORTHWESTERLY ALONG U.S.
 DG2908'HIGHWAY 341 FOR 1.15 MILES TO THE STATION ON THE LEFT.
 DG2908'
 DG2908'THE STATION IS LOCATED IN THE HIGHWAY MEDIAN, 44.0 FEET
 DG2908'WEST-SOUTHWEST OF THE CENTERLINE OF THE STATE ROUTE 341 NORTHBOUND
 DG2908'LANE, 37.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DG2908'NORTHWEST END WALL OF THE NORTHBOUND LANE BRIDGE OVER MILNER ROAD
 DG2908'AND A RAILROAD TRACK, 45.0 FEET EAST-NORTHEAST OF THE CENTERLINE
 DG2908'OF THE SOUTHBOUND LANE OF THE HIGHWAY, AND 27.0 FEET EAST OF THE
 DG2908'SOUTHEAST CORNER OF THE NORTHEAST BRIDGE END WALL OF THE
 DG2908'SOUTHBOUND LANE BRIDGE.  IT IS A STANDARD BRASS DISK STAMPED
 DG2908'085-212, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2908'POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 DG2908'A STANDARD DISK STAMPED 085-212, SET IN AN IRREGULAR MASS OF
 DG2908'CONCRETE APPROXIMATELY 0.72 METER BELOW THE GROUND
 DG2908'SURFACE.
 DG2908'
 DG2908'THE AZIMUTH MARK IS LOCATED IN THE HIGHWAY MEDIAN, 3.0 FEET
 DG2908'SOUTHWEST OF A WITNESS POST, 51.5 FEET NORTH-NORTHEAST OF THE
 DG2908'CENTERLINE OF THE SOUTHBOUND LANE, 56.5 FEET SOUTH-SOUTHWEST OF
 DG2908'THE CENTERLINE OF THE NORTHBOUND LANE, AND 156 FEET WEST OF A
 DG2908'DROP INLET IN THE MEDIAN.  IT IS A STANDARD DISK STAMPED 085-212
 DG2908'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2908'FLUSH WITH THE SURFACE OF THE GROUND.
 DG2908
 DG2908                          STATION RECOVERY (1994)
 DG2908
 DG2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 DG2908'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF PIEDMONT,
 DG2908'4.5 MI (7.2 KM) NORTHWEST OF BARNESVILLE, 0.5 MI (0.8 KM) SOUTH OF
 DG2908'MILNER IN THE MEDIAN OF U.S. HIGHWAY 341. OWNERSHIP--HIGHWAY RIGHT OF
 DG2908'WAY. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 AND
 DG2908'STATE HIGHWAY 16 IN GRIFFIN, GO SOUTH ON HIGHWAY 341 (GA 7) FOR 3.75
 DG2908'MI (6.03 KM) TO STATE HIGHWAY 55, 19 BUSINESS, CONTINUE AHEAD SOUTH ON
 DG2908'HIGHWAY 341 FOR 3.95 MI (6.36 KM) TO NEW HOPE ROAD, CONTINUE AHEAD
 DG2908'SOUTH ON HIGHWAY 341 FOR 2.4 MI (3.9 KM) TO MARTIN DAIRY ROAD,
 DG2908'CONTINUE SOUTH ON HIGHWAY 341 FOR 1.75 MI (2.82 KM) TO THE STATION ON
 DG2908'THE LEFT IN THE MEDIAN JUST AFTER PASSING OVER A BRIDGE OVER MILNER
 DG2908'ROAD AND A RAILROAD TRACK. LOCATED 13.6 M (44.6 FT) NORTHEAST OF THE
 DG2908'CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 341, 13.4 M (44.0 FT)
 DG2908'SOUTHWEST FROM THE CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY 341,
 DG2908'1.0 M (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 DG2908
 DG2908                          STATION RECOVERY (1996)
 DG2908
 DG2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 DG2908'MARK RECOVERED AS DESCRIBED IN MEDIAN OF US 341 NORTH OF BARNESVILLE.
 DG2908'ADDITIONAL TIES--184 FT NW OF A GUARDRAIL POST, THE SOUTHMOST ONE
 DG2908'BEFORE THE GUARDRAIL GOES INTO THE GROUND, 37.5 FT (11.4 M) SOUTH
 DG2908'(DIAGONAL TO BRIDGE) FROM SOUTH CORNER OF PARAPET WALL FOR NORTH-BOUND
 DG2908'BRIDGE, LINED UP WITH CONCRETE LOW-FLOW CHANNEL IN MEDIAN TO THE
 DG2908'SOUTHEAST.
 DG2908
 DG2908                          STATION RECOVERY (2005)
 DG2908
 DG2908'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG2908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2919 ***********************************************************************
 DG2919  DESIGNATION -  BV 085 213
 DG2919  PID         -  DG2919
 DG2919  STATE/COUNTY-  GA/LAMAR
 DG2919  USGS QUAD   -  ORCHARD HILL (1982)
 DG2919
 DG2919                         *CURRENT SURVEY CONTROL
 DG2919  ___________________________________________________________________
 DG2919* NAD 83(1994)-  33 10 09.27543(N)    084 14 20.61015(W)     ADJUSTED  
 DG2919* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 DG2919  ___________________________________________________________________
 DG2919  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DG2919  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG2919
 DG2919  HORZ ORDER  -  SECOND
 DG2919
 DG2919.The horizontal coordinates were established by classical geodetic methods
 DG2919.and adjusted by the National Geodetic Survey in September 1997..
 DG2919
 DG2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2919
 DG2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2919
 DG2919.The geoid height was determined by GEOID03.
 DG2919
 DG2919;                    North         East     Units Scale Factor Converg.
 DG2919;SPC GA W     -   351,371.916   693,248.382   MT  0.99990056   -0 02 22.6
 DG2919;SPC GA W     - 1,152,792.69  2,274,432.40   sFT  0.99990056   -0 02 22.6
 DG2919;UTM  16      - 3,673,444.985   757,462.421   MT  1.00041737   +1 30 41.0
 DG2919
 DG2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2919!SPC GA W     -   0.99996440  x   0.99990056  =   0.99986496
 DG2919!UTM  16      -   0.99996440  x   1.00041737  =   1.00038175
 DG2919
 DG2919:                Primary Azimuth Mark                     Grid Az
 DG2919:SPC GA W     -  BV 085 213 AZ MK                         185 25 05.1
 DG2919:UTM  16      -  BV 085 213 AZ MK                         183 52 01.5
 DG2919
 DG2919|---------------------------------------------------------------------|
 DG2919| PID    Reference Object                     Distance      Geod. Az  |
 DG2919|                                                           dddmmss.s |
 DG2919| CY9683 BV 085 213 AZ MK                                   1852242.5 |
 DG2919| DG2918 BV 085 213 GADT 1974 PTA             20.328 METERS 23431     |
 DG2919|---------------------------------------------------------------------|
 DG2919
 DG2919                          SUPERSEDED SURVEY CONTROL
 DG2919
 DG2919  NAD 83(1986)-  33 10 09.28111(N)    084 14 20.60985(W) AD(       ) 2
 DG2919  NAD 27      -  33 10 08.83457(N)    084 14 20.90494(W) AD(       ) 2
 DG2919  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 DG2919
 DG2919.Superseded values are not recommended for survey control.
 DG2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2919.See file dsdata.txt to determine how the superseded data were derived.
 DG2919
 DG2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5746273445(NAD 83)
 DG2919_MARKER: DD = SURVEY DISK
 DG2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2919
 DG2919  HISTORY     - Date     Condition        Report By
 DG2919  HISTORY     - 1974     MONUMENTED       GADT
 DG2919
 DG2919                          STATION DESCRIPTION
 DG2919
 DG2919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2919'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF ORCHARD
 DG2919'HILL, 4-1/2 MILES NORTHWEST OF MILNER, AND 5-1/4 MILES
 DG2919'SOUTH-SOUTHEAST OF GRIFFIN ON STATE RIGHT OF WAY.
 DG2919'
 DG2919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 (STATE
 DG2919'ROUTE 3) AND U.S. HIGHWAY 41 (STATE ROUTE 7) LOCATED APPROXIMATELY
 DG2919'4 MILES SOUTH OF GRIFFIN, TRAVEL SOUTHEASTERLY ALONG U.S. HIGHWAY
 DG2919'41 FOR 1.55 MILES TO THE INTERSECTION OF COUNTY ROAD 62
 DG2919'CROSSING.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY 41 FOR 2.35
 DG2919'MILES TO THE INTERSECTION OF COUNTY ROAD 90756 CROSSING.  TURN
 DG2919'LEFT, TRAVELING NORTHEASTERLY ALONG COUNTY ROAD 90756 FOR 0.2
 DG2919'MILE TO THE JUNCTION OF COUNTY ROAD 90756 FORKING RIGHT AND
 DG2919'COUNTY ROAD 92073 FORKING LEFT.  TURN RIGHT, CONTINUING
 DG2919'NORTHEASTERLY ALONG COUNTY ROAD 90756 FOR 0.65 MILE TO THE
 DG2919'JUNCTION OF COUNTY ROAD 92048 FORKING RIGHT.  CONTINUE
 DG2919'ALONG COUNTY ROAD 90756, NOW GOING NORTH FOR 0.6 MILE TO
 DG2919'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG COUNTY
 DG2919'ROAD 90756 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DG2919'
 DG2919'THE STATION IS LOCATED 40.0 FEET EAST OF THE CENTERLINE OF THE
 DG2919'ROAD, 2.2 FEET WEST OF A WITNESS POST, 18.0 FEET SOUTHWEST OF A
 DG2919'14 INCH PINE TREE, AND 25.0 FEET WEST OF ANOTHER 14 INCH PINE
 DG2919'TREE.  IT IS A STANDARD BRASS DISK STAMPED 085-213, SET IN THE
 DG2919'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2919'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2919'085-213, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2919'0.68 METER BELOW THE SURFACE OF THE GROUND.
 DG2919'
 DG2919'THE AZIMUTH MARK IS LOCATED 39.0 FEET EAST OF THE CENTERLINE OF
 DG2919'THE ROAD, 1.5 FEET WEST OF A WITNESS POST, AND 123.0 FEET SOUTH
 DG2919'OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL.  IT IS A STANDARD
 DG2919'DISK STAMPED 085-213 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2919'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2916 ***********************************************************************
 DG2916  DESIGNATION -  BV 085 214
 DG2916  PID         -  DG2916
 DG2916  STATE/COUNTY-  GA/LAMAR
 DG2916  USGS QUAD   -  ORCHARD HILL (1982)
 DG2916
 DG2916                         *CURRENT SURVEY CONTROL
 DG2916  ___________________________________________________________________
 DG2916* NAD 83(1994)-  33 08 04.94815(N)    084 09 14.50782(W)     ADJUSTED  
 DG2916* NAVD 88     -       235.     (meters)     771.     (feet)  VERTCON   
 DG2916  ___________________________________________________________________
 DG2916  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DG2916  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DG2916
 DG2916  HORZ ORDER  -  SECOND
 DG2916
 DG2916.The horizontal coordinates were established by classical geodetic methods
 DG2916.and adjusted by the National Geodetic Survey in September 1997..
 DG2916
 DG2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2916
 DG2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2916
 DG2916.The geoid height was determined by GEOID03.
 DG2916
 DG2916;                    North         East     Units Scale Factor Converg.
 DG2916;SPC GA W     -   347,539.818   701,179.026   MT  0.99990002   +0 00 24.9
 DG2916;SPC GA W     - 1,140,220.22  2,300,451.52   sFT  0.99990002   +0 00 24.9
 DG2916;UTM  16      - 3,669,826.887   765,498.200   MT  1.00046920   +1 33 23.6
 DG2916
 DG2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2916!SPC GA W     -   0.99996750  x   0.99990002  =   0.99986753
 DG2916!UTM  16      -   0.99996750  x   1.00046920  =   1.00043669
 DG2916
 DG2916|---------------------------------------------------------------------|
 DG2916| PID    Reference Object                     Distance      Geod. Az  |
 DG2916|                                                           dddmmss.s |
 DG2916| DG2915 BV 085 214 GADT 1974 PTA             12.801 METERS 12111     |
 DG2916| CY9684 BV 085 214 AZ MK                                   1791429.8 |
 DG2916|---------------------------------------------------------------------|
 DG2916
 DG2916                          SUPERSEDED SURVEY CONTROL
 DG2916
 DG2916  NAD 83(1986)-  33 08 04.95387(N)    084 09 14.50737(W) AD(       ) 2
 DG2916  NAD 27      -  33 08 04.50231(N)    084 09 14.81094(W) AD(       ) 2
 DG2916  NGVD 29 (07/19/86)  235.     (m)          771.     (f) VERT ANG       
 DG2916
 DG2916.Superseded values are not recommended for survey control.
 DG2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2916.See file dsdata.txt to determine how the superseded data were derived.
 DG2916
 DG2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6549869827(NAD 83)
 DG2916_MARKER: DD = SURVEY DISK
 DG2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2916
 DG2916  HISTORY     - Date     Condition        Report By
 DG2916  HISTORY     - 1974     MONUMENTED       GADT
 DG2916
 DG2916                          STATION DESCRIPTION
 DG2916
 DG2916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2916'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF
 DG2916'MILNER, 5-1/2 MILES NORTH OF BARNESVILLE, AND 10 MILES
 DG2916'SOUTH-SOUTHEAST OF GRIFFIN, ON STATE RIGHT OF WAY.
 DG2916'
 DG2916'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 36 AND
 DG2916'U.S. HIGHWAY 41 (STATE ROUTE 18) IN BARNESVILLE, GO NORTHERLY
 DG2916'ALONG STATE ROUTE 36 FOR 2.1 MILES TO THE TOWALIGA CREEK
 DG2916'BRIDGE.  CONTINUE NORTHERLY ALONG STATE ROUTE 36 FOR 2.2 MILES
 DG2916'TO THE JUNCTION OF COUNTY ROAD 121 CROSSING.  CONTINUE ALONG
 DG2916'STATE ROUTE 36 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DG2916'CONTINUE NORTHERLY ALONG STATE ROUTE 36 FOR 0.7 MILE TO THE
 DG2916'STATION ON THE LEFT.
 DG2916'
 DG2916'THE STATION IS LOCATED 51.6 FEET WEST OF THE CENTERLINE OF THE
 DG2916'ROAD, 2.0 FEET EAST OF A WITNESS POST, 155.0 FEET SOUTHWEST OF A
 DG2916'POWER POLE LOCATED ON THE EAST SIDE OF THE ROAD, AND 161.0 FEET
 DG2916'SOUTH OF ANOTHER POWER POLE.  THE STATION IS A STANDARD BRASS
 DG2916'DISK STAMPED 085-214, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2916'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2916'UNDERGROUND MARK IS A STANDARD DISK STAMPED 085-214, SET IN AN
 DG2916'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW THE
 DG2916'SURFACE OF THE GROUND.
 DG2916'
 DG2916'THE AZIMUTH MARK IS LOCATED 35.0 FEET EAST OF THE CENTERLINE OF
 DG2916'THE ROAD, 3.2 FEET WEST OF A WITNESS POST, 21.3 FEET SOUTHWEST OF
 DG2916'A 6 INCH OAK TREE, 24.5 FEET NORTHWEST OF AN 8 INCH CEDAR TREE,
 DG2916'AND 172.0 FEET SOUTH OF A POWER POLE.  IT IS A STANDARD DISK
 DG2916'STAMPED 085-215 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2916'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2893 ***********************************************************************
 DG2893  DESIGNATION -  BV 085 215
 DG2893  PID         -  DG2893
 DG2893  STATE/COUNTY-  GA/LAMAR
 DG2893  USGS QUAD   -  JOHNSTONVILLE (1973)
 DG2893
 DG2893                         *CURRENT SURVEY CONTROL
 DG2893  ___________________________________________________________________
 DG2893* NAD 83(1994)-  33 05 11.23972(N)    084 04 41.45973(W)     ADJUSTED  
 DG2893* NAVD 88     -       237.     (meters)     778.     (feet)  VERTCON   
 DG2893  ___________________________________________________________________
 DG2893  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DG2893  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DG2893
 DG2893  HORZ ORDER  -  SECOND
 DG2893
 DG2893.The horizontal coordinates were established by classical geodetic methods
 DG2893.and adjusted by the National Geodetic Survey in September 1997..
 DG2893
 DG2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2893
 DG2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2893
 DG2893.The geoid height was determined by GEOID03.
 DG2893
 DG2893;                    North         East     Units Scale Factor Converg.
 DG2893;SPC GA W     -   342,192.269   708,260.160   MT  0.99990084   +0 02 53.9
 DG2893;SPC GA W     - 1,122,675.80  2,323,683.54   sFT  0.99990084   +0 02 53.9
 DG2893;UTM  16      - 3,664,669.612   772,725.553   MT  1.00051718   +1 35 45.7
 DG2893;UTM  17      - 3,665,087.345   212,673.458   MT  1.00061803   -1 40 53.6
 DG2893
 DG2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2893!SPC GA W     -   0.99996715  x   0.99990084  =   0.99986799
 DG2893!UTM  16      -   0.99996715  x   1.00051718  =   1.00048431
 DG2893!UTM  17      -   0.99996715  x   1.00061803  =   1.00058516
 DG2893
 DG2893:                Primary Azimuth Mark                     Grid Az
 DG2893:SPC GA W     -  BV 085 215 AZ MK                         225 05 19.7
 DG2893:UTM  16      -  BV 085 215 AZ MK                         223 32 27.9
 DG2893:UTM  17      -  BV 085 215 AZ MK                         226 49 07.2
 DG2893
 DG2893|---------------------------------------------------------------------|
 DG2893| PID    Reference Object                     Distance      Geod. Az  |
 DG2893|                                                           dddmmss.s |
 DG2893| CY9685 BV 085 215 AZ MK                                   2250813.6 |
 DG2893| DG2892 BV 085 215 GADT 1974 PTA             21.650 METERS 22557     |
 DG2893|---------------------------------------------------------------------|
 DG2893
 DG2893                          SUPERSEDED SURVEY CONTROL
 DG2893
 DG2893  NAD 83(1986)-  33 05 11.24539(N)    084 04 41.45944(W) AD(       ) 2
 DG2893  NAD 27      -  33 05 10.78907(N)    084 04 41.77096(W) AD(       ) 2
 DG2893  NGVD 29 (07/19/86)  237.     (m)          778.     (f) VERT ANG       
 DG2893
 DG2893.Superseded values are not recommended for survey control.
 DG2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2893.See file dsdata.txt to determine how the superseded data were derived.
 DG2893
 DG2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7272664670(NAD 83)
 DG2893_MARKER: DD = SURVEY DISK
 DG2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2893
 DG2893  HISTORY     - Date     Condition        Report By
 DG2893  HISTORY     - 1974     MONUMENTED       GADT
 DG2893
 DG2893                          STATION DESCRIPTION
 DG2893
 DG2893'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2893'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST-NORTHEAST OF
 DG2893'BARNESVILLE, 5-1/4 MILES EAST-SOUTHEAST OF MILNER, AND 9-1/4 MILES
 DG2893'NORTHWEST OF FORSYTH ON COUNTY RIGHT OF WAY.
 DG2893'
 DG2893'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41
 DG2893'(STATE ROUTE 18) AND STATE ROUTE 36 IN BARNESVILLE, TRAVEL WEST
 DG2893'ON STATE ROUTE 18 FOR 0.65 MILE TO THE JUNCTION OF SIMS STREET
 DG2893'(COUNTY ROAD 91431) TO THE LEFT.  TURN LEFT ON SIMS STREET, GOING
 DG2893'IN A NORTHEASTERLY DIRECTION FOR 4.35 MILES TO THE AZIMUTH MARK
 DG2893'ON THE LEFT.  CONTINUE AHEAD FOR 0.65 MILE TO THE STATION ON THE
 DG2893'LEFT.
 DG2893'
 DG2893'THE STATION IS A STANDARD BRASS DISK STAMPED 085-215, SET IN THE
 DG2893'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2893'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2893'085-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DG2893'0.79 METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 37
 DG2893'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTH OF
 DG2893'A WITNESS POST, 24 FEET SOUTH OF A 14 INCH OAK TREE, AND 145.0
 DG2893'FEET WEST OF A POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD.
 DG2893'
 DG2893'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 085-215 AZMK, SET
 DG2893'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2893'SURFACE OF THE GROUND.  IT IS LOCATED 21 FEET WEST OF THE
 DG2893'CENTERLINE OF COUNTY ROAD 91431, 66 FEET SOUTHWEST OF A 10 INCH
 DG2893'PECAN TREE, AND 2.8 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2885 ***********************************************************************
 DG2885  DESIGNATION -  BV 085 216
 DG2885  PID         -  DG2885
 DG2885  STATE/COUNTY-  GA/LAMAR
 DG2885  USGS QUAD   -  HIGH FALLS (1982)
 DG2885
 DG2885                         *CURRENT SURVEY CONTROL
 DG2885  ___________________________________________________________________
 DG2885* NAD 83(1994)-  33 11 57.35833(N)    084 04 46.40648(W)     ADJUSTED  
 DG2885* NAVD 88     -       216.     (meters)     709.     (feet)  VERTCON   
 DG2885  ___________________________________________________________________
 DG2885  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DG2885  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DG2885
 DG2885  HORZ ORDER  -  SECOND
 DG2885
 DG2885.The horizontal coordinates were established by classical geodetic methods
 DG2885.and adjusted by the National Geodetic Survey in September 1997..
 DG2885
 DG2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2885
 DG2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2885
 DG2885.The geoid height was determined by GEOID03.
 DG2885
 DG2885;                    North         East     Units Scale Factor Converg.
 DG2885;SPC GA W     -   354,702.416   708,121.486   MT  0.99990081   +0 02 51.7
 DG2885;SPC GA W     - 1,163,719.51  2,323,228.58   sFT  0.99990081   +0 02 51.7
 DG2885;UTM  16      - 3,677,179.116   772,248.235   MT  1.00051395   +1 36 00.3
 DG2885;UTM  17      - 3,677,604.927   212,913.232   MT  1.00061631   -1 41 14.5
 DG2885
 DG2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2885!SPC GA W     -   0.99997051  x   0.99990081  =   0.99987132
 DG2885!UTM  16      -   0.99997051  x   1.00051395  =   1.00048445
 DG2885!UTM  17      -   0.99997051  x   1.00061631  =   1.00058680
 DG2885
 DG2885|---------------------------------------------------------------------|
 DG2885| PID    Reference Object                     Distance      Geod. Az  |
 DG2885|                                                           dddmmss.s |
 DG2885| DG2884 BV 085 216 GADT 1974 PTA             16.896 METERS 25506     |
 DG2885| CY9686 BV 085 216 AZ MK                                   2994447.5 |
 DG2885|---------------------------------------------------------------------|
 DG2885
 DG2885                          SUPERSEDED SURVEY CONTROL
 DG2885
 DG2885  NAD 83(1986)-  33 11 57.36427(N)    084 04 46.40614(W) AD(       ) 2
 DG2885  NAD 27      -  33 11 56.92269(N)    084 04 46.71386(W) AD(       ) 2
 DG2885  NGVD 29 (07/19/86)  216.     (m)          709.     (f) VERT ANG       
 DG2885
 DG2885.Superseded values are not recommended for survey control.
 DG2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2885.See file dsdata.txt to determine how the superseded data were derived.
 DG2885
 DG2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7224877179(NAD 83)
 DG2885_MARKER: DD = SURVEY DISK
 DG2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2885
 DG2885  HISTORY     - Date     Condition        Report By
 DG2885  HISTORY     - 1974     MONUMENTED       GADT
 DG2885
 DG2885                          STATION DESCRIPTION
 DG2885
 DG2885'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2885'THE STATION IS LOCATED APPROXIMATELY 9 MILES NORTHEAST OF
 DG2885'MILNER, 9-1/4 MILES SOUTHWEST OF JACKSON, AND 11 MILES
 DG2885'EAST-SOUTHEAST OF GRIFFIN ON STATE RIGHT OF WAY.
 DG2885'
 DG2885'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 DG2885'STATE ROUTE 36, LOCATED APPROXIMATELY 8-1/4 MILES SOUTHWEST OF
 DG2885'JACKSON, GO SOUTHWEST ON STATE ROUTE 36 FOR 1.0 MILE TO THE
 DG2885'JUNCTION OF HIGH FALLS ROAD (COUNTY ROAD 135) CROSSING.  TURN
 DG2885'RIGHT ON HIGH FALLS ROAD, GOING NORTHWEST FOR 0.65 MILE TO THE
 DG2885'STATION ON THE RIGHT.
 DG2885'
 DG2885'THE STATION IS LOCATED 26 FEET NORTHEAST OF THE CENTERLINE OF
 DG2885'HIGH FALLS ROAD, 3 FEET NORTHWEST OF A WITNESS POST, 102 FEET
 DG2885'WEST-NORTHWEST OF THE WEST CORNER OF A HOUSE LOCATED SOUTHEAST OF
 DG2885'THE STATION, 102.0 FEET WEST OF A POWER POLE AND 100.0 FEET
 DG2885'SOUTHEAST OF A TREE.  IT IS A STANDARD BRASS DISK STAMPED
 DG2885'085-216, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2885'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS A
 DG2885'STANDARD DISK STAMPED 085-216, SET IN AN IRREGULAR MASS OF
 DG2885'CONCRETE APPROXIMATELY 0.77 METER BELOW THE GROUND SURFACE.
 DG2885'
 DG2885'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 DG2885'ALONG HIGH FALLS ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT
 DG2885'IS LOCATED 2.0 FEET SOUTHWEST OF A WITNESS POST, 25 FEET NORTHEAST
 DG2885'OF THE CENTERLINE OF HIGH FALLS ROAD, 6.0 FEET SOUTHEAST OF
 DG2885'A POWER POLE, 54.0 FEET NORTHEAST OF A POWER POLE LOCATED ON
 DG2885'THE SOUTH SIDE OF THE ROAD, AND 85.0 FEET EAST OF AN UNDERGROUND
 DG2885'TELEPHONE CABLE PEDESTAL.  IT IS A STANDARD DISK STAMPED
 DG2885'085-216 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2885'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2883 ***********************************************************************
 DG2883  DESIGNATION -  BV 085 217
 DG2883  PID         -  DG2883
 DG2883  STATE/COUNTY-  GA/LAMAR
 DG2883  USGS QUAD   -  HIGH FALLS (1982)
 DG2883
 DG2883                         *CURRENT SURVEY CONTROL
 DG2883  ___________________________________________________________________
 DG2883* NAD 83(1994)-  33 10 51.14378(N)    084 07 21.41981(W)     ADJUSTED  
 DG2883* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 DG2883  ___________________________________________________________________
 DG2883  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DG2883  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DG2883
 DG2883  HORZ ORDER  -  SECOND
 DG2883
 DG2883.The horizontal coordinates were established by classical geodetic methods
 DG2883.and adjusted by the National Geodetic Survey in September 1997..
 DG2883
 DG2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2883
 DG2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2883
 DG2883.The geoid height was determined by GEOID03.
 DG2883
 DG2883;                    North         East     Units Scale Factor Converg.
 DG2883;SPC GA W     -   352,660.183   704,107.788   MT  0.99990021   +0 01 26.8
 DG2883;SPC GA W     - 1,157,019.28  2,310,060.30   sFT  0.99990021   +0 01 26.8
 DG2883;UTM  16      - 3,675,027.636   768,288.946   MT  1.00048756   +1 34 32.5
 DG2883
 DG2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2883!SPC GA W     -   0.99996988  x   0.99990021  =   0.99987009
 DG2883!UTM  16      -   0.99996988  x   1.00048756  =   1.00045743
 DG2883
 DG2883|---------------------------------------------------------------------|
 DG2883| PID    Reference Object                     Distance      Geod. Az  |
 DG2883|                                                           dddmmss.s |
 DG2883| DG2882 BV 085 217 GADT 1974 PTA             11.039 METERS 10622     |
 DG2883| CY9687 BV 085 217 AZ MK                                   2981219.7 |
 DG2883|---------------------------------------------------------------------|
 DG2883
 DG2883                          SUPERSEDED SURVEY CONTROL
 DG2883
 DG2883  NAD 83(1986)-  33 10 51.14973(N)    084 07 21.41934(W) AD(       ) 2
 DG2883  NAD 27      -  33 10 50.70695(N)    084 07 21.72335(W) AD(       ) 2
 DG2883  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 DG2883
 DG2883.Superseded values are not recommended for survey control.
 DG2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2883.See file dsdata.txt to determine how the superseded data were derived.
 DG2883
 DG2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6828975028(NAD 83)
 DG2883_MARKER: DD = SURVEY DISK
 DG2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2883
 DG2883  HISTORY     - Date     Condition        Report By
 DG2883  HISTORY     - 1974     MONUMENTED       GADT
 DG2883
 DG2883                          STATION DESCRIPTION
 DG2883
 DG2883'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2883'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES NORTH OF
 DG2883'BARNESVILLE, 9-1/2 MILES SOUTHEAST OF GRIFFIN, AND 12 MILES
 DG2883'SOUTHWEST OF JACKSON ON COUNTY RIGHT OF WAY.
 DG2883'
 DG2883'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75
 DG2883'AND STATE ROUTE 36 LOCATED ABOUT 8 MILES SOUTHWEST OF JACKSON,
 DG2883'GO SOUTHWEST ON STATE ROUTE 36 FOR 1.0 MILE TO THE JUNCTION OF
 DG2883'HIGH FALLS ROAD (COUNTY ROAD 135) CROSSING.  CONTINUE SOUTHWEST
 DG2883'ON STATE ROUTE 36 FOR 0.85 MILE TO BUCK CREEK BRIDGE.  CONTINUE
 DG2883'ON STATE ROUTE 36 FOR 0.55 MILE TO THE JUNCTION OF NORRIS-FLYNT
 DG2883'ROAD (COUNTY ROAD 125).  TURN RIGHT, TRAVELING WEST ON
 DG2883'NORRIS-FLYNT ROAD FOR 0.55 MILE TO ITS TERMINATION AT THE
 DG2883'JUNCTION OF CHAPPEL MILL ROAD (COUNTY ROAD 91074) CROSSING.
 DG2883'TURN RIGHT, GOING WEST ON CHAPPEL MILL ROAD FOR 0.25 MILE TO A T
 DG2883'JUNCTION AT THE COMMUNITY OF CHAPPEL CHAPPEL MILL ROAD (COUNTY ROAD
 DG2883'91074) TO THE LEFT AND CHAPPEL MILL ROAD (COUNTY ROAD 137) TO THE
 DG2883'RIGHT.  TURN LEFT, GOING SOUTHEAST ALONG CHAPPEL MILL
 DG2883'ROAD (COUNTY ROAD 91074) FOR 0.55 MILE TO THE JUNCTION OF
 DG2883'HITCHING POST ROAD (COUNTY ROAD 123) FORKING TO THE LEFT AND
 DG2883'CHAPPEL MILL ROAD CURVING TO THE RIGHT.  CONTINUE ALONG CHAPPEL
 DG2883'MILL ROAD, NOW NORTHWEST, FOR 0.5 MILE TO THE BUCK CREEK
 DG2883'BRIDGE.  CONTINUE ALONG CHAPPEL MILL ROAD FOR 0.8 MILE TO THE
 DG2883'STATION ON THE RIGHT.
 DG2883'
 DG2883'THE STATION IS A STANDARD BRASS DISK STAMPED 085-217, SET IN
 DG2883'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2883'SURFACE OF THE GROUND.  IT IS LOCATED 24.0 FEET NORTH-NORTHEAST
 DG2883'OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTH-SOUTHWEST OF A
 DG2883'WITNESS POST, 115 FEET WEST OF A POWER POLE, AND 99 FEET EAST OF
 DG2883'A GAS LINE MARKER ON THE SOUTH SIDE OF THE ROAD.
 DG2883'
 DG2883'TO REACH THE AZIMUTH MARK, CONTINUE WEST ON CHAPPEL MILL ROAD
 DG2883'FOR 0.35 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 DG2883'STAMPED 085-217 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2883'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG2883'LOCATED 31 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF CHAPPEL
 DG2883'MILL ROAD, 3.5 FEET SOUTHEAST OF AN 8 INCH OAK TREE, 2.7 FEET
 DG2883'NORTH-NORTHWEST OF A WITNESS POST, AND 11.0 FEET EAST OF A
 DG2883'6 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2879 ***********************************************************************
 DG2879  DESIGNATION -  BV 085 218
 DG2879  PID         -  DG2879
 DG2879  STATE/COUNTY-  GA/LAMAR
 DG2879  USGS QUAD   -  HIGH FALLS (1982)
 DG2879
 DG2879                         *CURRENT SURVEY CONTROL
 DG2879  ___________________________________________________________________
 DG2879* NAD 83(1994)-  33 08 24.16329(N)    084 06 40.85443(W)     ADJUSTED  
 DG2879* NAVD 88     -       226.     (meters)     741.     (feet)  VERTCON   
 DG2879  ___________________________________________________________________
 DG2879  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DG2879  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DG2879
 DG2879  HORZ ORDER  -  SECOND
 DG2879
 DG2879.The horizontal coordinates were established by classical geodetic methods
 DG2879.and adjusted by the National Geodetic Survey in September 1997..
 DG2879
 DG2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2879
 DG2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2879
 DG2879.The geoid height was determined by GEOID03.
 DG2879
 DG2879;                    North         East     Units Scale Factor Converg.
 DG2879;SPC GA W     -   348,133.020   705,160.966   MT  0.99990033   +0 01 48.9
 DG2879;SPC GA W     - 1,142,166.42  2,313,515.60   sFT  0.99990033   +0 01 48.9
 DG2879;UTM  16      - 3,670,527.973   769,464.948   MT  1.00049537   +1 34 48.5
 DG2879
 DG2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2879!SPC GA W     -   0.99996891  x   0.99990033  =   0.99986925
 DG2879!UTM  16      -   0.99996891  x   1.00049537  =   1.00046427
 DG2879
 DG2879|---------------------------------------------------------------------|
 DG2879| PID    Reference Object                     Distance      Geod. Az  |
 DG2879|                                                           dddmmss.s |
 DG2879| DG2880 BV 085 218 GADT 1974 PTA             15.155 METERS 00909     |
 DG2879| CY9688 BV 085 218 AZ MK                                   3120037.5 |
 DG2879|---------------------------------------------------------------------|
 DG2879
 DG2879                          SUPERSEDED SURVEY CONTROL
 DG2879
 DG2879  NAD 83(1986)-  33 08 24.16932(N)    084 06 40.85395(W) AD(       ) 2
 DG2879  NAD 27      -  33 08 23.72260(N)    084 06 41.15969(W) AD(       ) 2
 DG2879  NGVD 29 (07/19/86)  226.     (m)          741.     (f) VERT ANG       
 DG2879
 DG2879.Superseded values are not recommended for survey control.
 DG2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2879.See file dsdata.txt to determine how the superseded data were derived.
 DG2879
 DG2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6946570528(NAD 83)
 DG2879_MARKER: DD = SURVEY DISK
 DG2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2879
 DG2879  HISTORY     - Date     Condition        Report By
 DG2879  HISTORY     - 1974     MONUMENTED       GADT
 DG2879
 DG2879                          STATION DESCRIPTION
 DG2879
 DG2879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2879'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES EAST-NORTHEAST
 DG2879'OF MILNER, 6-1/2 MILES NORTH-NORTHEAST OF BARNESVILLE, AND 12-1/2
 DG2879'MILES NORTHWEST OF FORSYTH ON COUNTY RIGHT OF WAY.
 DG2879'
 DG2879'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 18
 DG2879'AND 36, IN BARNESVILLE, TRAVEL NORTH ALONG STATE ROUTE 36 FOR
 DG2879'6.5 MILES TO EDIE CREEK BRIDGE.  CONTINUE NORTHEASTERLY ALONG
 DG2879'STATE ROUTE 36 FOR 1.1 MILES TO COUNTY ROAD 92048
 DG2879'CROSSING.  TURN RIGHT, TRAVELING SOUTHEAST ALONG COUNTY ROAD
 DG2879'92048 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DG2879'ALONG COUNTY ROAD 92048 FOR 0.5 MILE TO THE STATION ON THE
 DG2879'LEFT.
 DG2879'
 DG2879'THE STATION IS LOCATED 39.0 FEET NORTHEAST OF THE CENTERLINE
 DG2879'OF THE ROAD, 2.0 FEET SOUTHWEST OF A FENCE RUNNING PARALLEL
 DG2879'WITH THE ROAD, 2.5 FEET SOUTH OF A WITNESS POST SET AT THE
 DG2879'FENCELINE, AND 120 FEET NORTH OF A POWER POLE LOCATED ON THE
 DG2879'SOUTHWEST SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED
 DG2879'085-218, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2879'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DG2879'STANDARD DISK STAMPED 085-218, SET IN AN IRREGULAR MASS OF
 DG2879'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF
 DG2879'THE GROUND.
 DG2879'
 DG2879'THE AZIMUTH MARK IS LOCATED 40 FEET SOUTHWEST OF THE
 DG2879'CENTERLINE OF THE ROAD, 2.5 FEET NORTHEAST OF A WITNESS POST,
 DG2879'10.0 FEET NORTH-NORTHWEST OF AN 8 INCH PINE TREE, AND 202 FEET
 DG2879'SOUTHWEST OF A POWER POLE LOCATED ON THE NORTHEAST SIDE OF THE
 DG2879'ROAD.  IT IS A STANDARD DISK STAMPED 085-218 AZMK, SET IN THE
 DG2879'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG2879'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2264 ***********************************************************************
 CL2264  DESIGNATION -  BV 087 200
 CL2264  PID         -  CL2264
 CL2264  STATE/COUNTY-  GA/LAURENS
 CL2264  USGS QUAD   -  SCOTT (1974)
 CL2264
 CL2264                         *CURRENT SURVEY CONTROL
 CL2264  ___________________________________________________________________
 CL2264* NAD 83(1994)-  32 31 43.41990(N)    082 41 48.43410(W)     ADJUSTED  
 CL2264* NAVD 88     -       112.6    (meters)     369.     (feet)  VERTCON   
 CL2264  ___________________________________________________________________
 CL2264  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CL2264  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CL2264
 CL2264  HORZ ORDER  -  SECOND
 CL2264
 CL2264.The horizontal coordinates were established by classical geodetic methods
 CL2264.and adjusted by the National Geodetic Survey in September 1997..
 CL2264
 CL2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2264
 CL2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2264
 CL2264.The geoid height was determined by GEOID03.
 CL2264
 CL2264;                    North         East     Units Scale Factor Converg.
 CL2264;SPC GA E     -   280,466.267   150,201.507   MT  0.99993057   -0 17 06.2
 CL2264;SPC GA E     -   920,163.08    492,786.11   sFT  0.99993057   -0 17 06.2
 CL2264;UTM  17      - 3,600,312.662   340,646.006   MT  0.99991314   -0 54 45.3
 CL2264
 CL2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2264!SPC GA E     -   0.99998679  x   0.99993057  =   0.99991736
 CL2264!UTM  17      -   0.99998679  x   0.99991314  =   0.99989993
 CL2264
 CL2264:                Primary Azimuth Mark                     Grid Az
 CL2264:SPC GA E     -  BV 087 200 GADT AZ MK                    151 30 47.2
 CL2264:UTM  17      -  BV 087 200 GADT AZ MK                    152 08 26.3
 CL2264
 CL2264|---------------------------------------------------------------------|
 CL2264| PID    Reference Object                     Distance      Geod. Az  |
 CL2264|                                                           dddmmss.s |
 CL2264| CL2262 BV 087 200 GADT AZ MK               APPROX. 1.4 KM 1511341.0 |
 CL2264| CL2263 BV 087 200 GADT AZ TPT               16.965 METERS 15114     |
 CL2264| CY7287 BV 087 200 RM 1                      30.387 METERS 28115     |
 CL2264|---------------------------------------------------------------------|
 CL2264
 CL2264                          SUPERSEDED SURVEY CONTROL
 CL2264
 CL2264  NAD 83(1986)-  32 31 43.42395(N)    082 41 48.43240(W) AD(       ) 2
 CL2264  NAD 27      -  32 31 42.82838(N)    082 41 48.93891(W) AD(       ) 2
 CL2264  NGVD 29 (07/19/86)  112.8    (m)          370.     (f) VERT ANG       
 CL2264
 CL2264.Superseded values are not recommended for survey control.
 CL2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2264.See file dsdata.txt to determine how the superseded data were derived.
 CL2264
 CL2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4064600313(NAD 83)
 CL2264_MARKER: DD = SURVEY DISK
 CL2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2264
 CL2264  HISTORY     - Date     Condition        Report By
 CL2264  HISTORY     - 1978     MONUMENTED       GADT
 CL2264
 CL2264                          STATION DESCRIPTION
 CL2264
 CL2264'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2264'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHWEST OF SCOTT,
 CL2264'4-3/4 MILES NORTHEAST OF MINTER, AND 6-1/4 MILES WEST OF ADRIAN ON THE
 CL2264'PROPERTY OF MR. DAN YOUNG.
 CL2264'
 CL2264'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2264'ROUTE 29 APPROXIMATELY 6 MILES EAST OF DUBLIN, GO EAST ALONG STATE
 CL2264'ROUTE 86 FOR 2.1 MILES TO A BRIDGE OVER PUGHES CREEK.  CONTINUE GOING
 CL2264'EAST ALONG STATE ROUTE 86 FOR 2.5 MILES TO THE PLEASANT SPRINGS
 CL2264'BAPTIST CHURCH ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 86
 CL2264'FOR 2.0 MILES TO THE JUNCTION OF COUNTY ROAD 37 (DIRT TO THE LEFT AND
 CL2264'PAVED TO THE RIGHT) CROSSING AND THE STATION ON THE LEFT.
 CL2264'
 CL2264'THE STATION IS LOCATED 45 FEET NORTHEAST OF THE CENTERLINE OF COUNTY
 CL2264'ROAD 37, 68 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 70 FEET NORTH
 CL2264'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND THE
 CL2264'COUNTY ROAD, 142.7 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 CL2264'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION, AND 11.7 FEET NORTHEAST
 CL2264'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---087-200
 CL2264'1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3
 CL2264'INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CL2264'UNDERGROUND STATION IS A STANDARD DISK STAMPED---087-200 1978---, SET
 CL2264'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.84 METER BELOW THE
 CL2264'SURFACE OF THE GROUND.
 CL2264'
 CL2264'REFERENCE MARK 1 IS LOCATED 95 FEET NORTH OF THE CENTERLINE OF THE
 CL2264'HIGHWAY, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 126
 CL2264'FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 CL2264'COUNTY ROAD AND THE HIGHWAY, 232.5 FEET WEST-NORTHWEST OF THE POWER
 CL2264'POLE WITH TRANSFORMER IN THE SOUTHEAST QUADRANT OF THE INTERSECTION,
 CL2264'AND 1.8 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2264'STAMPED---087-200 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2264'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2264'STEEL RODS EMBEDDED.
 CL2264'
 CL2264'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ALONG
 CL2264'PAVED COUNTY ROAD 37 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2264'IT IS LOCATED 28 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 139
 CL2264'FEET SOUTH-SOUTHEAST OF THE APEX OF A VERTICAL CURVE OF THE CENTERLINE
 CL2264'OF THE ROAD, 152.7 FEET NORTH-NORTHWEST OF A RIGHT OF WAY MARKER, AND
 CL2264'2.8 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2264'STAMPED---087-200 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2264'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2264'STEEL RODS EMBEDDED.
 CL2264'
 CL2264'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2264'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2262 ***********************************************************************
 CL2262  DESIGNATION -  BV 087 200 GADT AZ MK
 CL2262  PID         -  CL2262
 CL2262  STATE/COUNTY-  GA/LAURENS
 CL2262  USGS QUAD   -  SCOTT (1974)
 CL2262
 CL2262                         *CURRENT SURVEY CONTROL
 CL2262  ___________________________________________________________________
 CL2262* NAD 83(1994)-  32 31 03.20648(N)    082 41 22.37211(W)     ADJUSTED  
 CL2262* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL2262  ___________________________________________________________________
 CL2262  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CL2262  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL2262
 CL2262  HORZ ORDER  -  SECOND
 CL2262
 CL2262.The horizontal coordinates were established by classical geodetic methods
 CL2262.and adjusted by the National Geodetic Survey in September 1997..
 CL2262
 CL2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2262
 CL2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2262
 CL2262.The geoid height was determined by GEOID03.
 CL2262
 CL2262;                    North         East     Units Scale Factor Converg.
 CL2262;SPC GA E     -   279,224.256   150,875.496   MT  0.99992975   -0 16 51.9
 CL2262;SPC GA E     -   916,088.25    494,997.36   sFT  0.99992975   -0 16 51.9
 CL2262;UTM  17      - 3,599,063.368   341,306.342   MT  0.99991055   -0 54 30.3
 CL2262
 CL2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2262!SPC GA E     -   0.99998880  x   0.99992975  =   0.99991855
 CL2262!UTM  17      -   0.99998880  x   0.99991055  =   0.99989935
 CL2262
 CL2262                          SUPERSEDED SURVEY CONTROL
 CL2262
 CL2262  NAD 83(1986)-  32 31 03.21058(N)    082 41 22.37037(W) AD(       ) 2
 CL2262  NAD 27      -  32 31 02.61402(N)    082 41 22.87739(W) AD(       ) 2
 CL2262  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL2262
 CL2262.Superseded values are not recommended for survey control.
 CL2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2262.See file dsdata.txt to determine how the superseded data were derived.
 CL2262
 CL2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4130699063(NAD 83)
 CL2262_MARKER: DD = SURVEY DISK
 CL2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2262+STABILITY: SURFACE MOTION
 CL2262
 CL2262  HISTORY     - Date     Condition        Report By
 CL2262  HISTORY     - 1978     MONUMENTED       GADT
 CL2262
 CL2262                          STATION DESCRIPTION
 CL2262
 CL2262'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2262'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHWEST OF
 CL2262'SCOTT, 6 MILES WEST OF ADRIAN, AND 8 MILES SOUTHEAST OF BREWTON ON
 CL2262'COUNTY RIGHT OF WAY.
 CL2262'
 CL2262'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2262'ROUTE 29 APPROXIMATELY 6 MILES EAST OF DUBLIN, GO EAST ALONG STATE
 CL2262'ROUTE 86 FOR 2.1 MILES TO A BRIDGE OVER PUGHES CREEK.  CONTINUE GOING
 CL2262'EAST ALONG STATE ROUTE 86 FOR 2.5 MILES TO THE PLEASANT SPRINGS
 CL2262'BAPTIST CHURCH ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 86
 CL2262'FOR 2.0 MILES TO THE JUNCTION OF COUNTY ROAD 37 (DIRT TO THE LEFT AND
 CL2262'PAVED TO THE RIGHT) CROSSING.  TURN RIGHT GOING SOUTHEASTERLY ALONG
 CL2262'COUNTY ROAD 37 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 CL2262'
 CL2262'THE STATION IS LOCATED 28 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2262'ROAD, 139 FEET SOUTH-SOUTHEAST OF THE APEX OF A VERTICAL CURVE OF THE
 CL2262'CENTERLINE OF THE ROAD, 152.7 FEET NORTH-NORTHWEST OF A RIGHT OF WAY
 CL2262'MARKER, AND 2.8 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL2262'BRASS DISK STAMPED---087-200 1978 AZ MK---, SET IN THE TOP OF A 10
 CL2262'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2262'WITH STEEL RODS EMBEDDED.
 CL2262'
 CL2262'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2262'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2268 ***********************************************************************
 CL2268  DESIGNATION -  BV 087 201 GADT
 CL2268  PID         -  CL2268
 CL2268  STATE/COUNTY-  GA/LAURENS
 CL2268  USGS QUAD   -  SCOTT (1974)
 CL2268
 CL2268                         *CURRENT SURVEY CONTROL
 CL2268  ___________________________________________________________________
 CL2268* NAD 83(1994)-  32 34 25.42746(N)    082 43 36.56885(W)     ADJUSTED  
 CL2268* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL2268  ___________________________________________________________________
 CL2268  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CL2268  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CL2268
 CL2268  HORZ ORDER  -  SECOND
 CL2268
 CL2268.The horizontal coordinates were established by classical geodetic methods
 CL2268.and adjusted by the National Geodetic Survey in September 1997..
 CL2268
 CL2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2268
 CL2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2268
 CL2268.The geoid height was determined by GEOID03.
 CL2268
 CL2268;                    North         East     Units Scale Factor Converg.
 CL2268;SPC GA E     -   285,470.881   147,406.063   MT  0.99993410   -0 18 05.7
 CL2268;SPC GA E     -   936,582.38    483,614.73   sFT  0.99993410   -0 18 05.7
 CL2268;UTM  17      - 3,605,347.542   337,905.614   MT  0.99992400   -0 55 47.6
 CL2268
 CL2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2268!SPC GA E     -   0.99998848  x   0.99993410  =   0.99992258
 CL2268!UTM  17      -   0.99998848  x   0.99992400  =   0.99991248
 CL2268
 CL2268|---------------------------------------------------------------------|
 CL2268| PID    Reference Object                     Distance      Geod. Az  |
 CL2268|                                                           dddmmss.s |
 CL2268| CL2265 BV 087 201 GADT RM 2                282.320 METERS 01149     |
 CL2268| CL2267 BV 087 201 GADT RM 2 TPT             26.371 METERS 01153     |
 CL2268| CL2266 BV 087 201 GADT RM 1                 29.469 METERS 10445     |
 CL2268| CL2261 EILEEN                              APPROX. 4.5 KM 1050032.4 |
 CL2268|---------------------------------------------------------------------|
 CL2268
 CL2268                          SUPERSEDED SURVEY CONTROL
 CL2268
 CL2268  NAD 83(1986)-  32 34 25.43141(N)    082 43 36.56732(W) AD(       ) 2
 CL2268  NAD 27      -  32 34 24.83981(N)    082 43 37.07156(W) AD(       ) 2
 CL2268  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL2268
 CL2268.Superseded values are not recommended for survey control.
 CL2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2268.See file dsdata.txt to determine how the superseded data were derived.
 CL2268
 CL2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3790605348(NAD 83)
 CL2268_MARKER: DD = SURVEY DISK
 CL2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2268+STABILITY: SURFACE MOTION
 CL2268
 CL2268  HISTORY     - Date     Condition        Report By
 CL2268  HISTORY     - 1978     MONUMENTED       GADT
 CL2268
 CL2268                          STATION DESCRIPTION
 CL2268
 CL2268'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2268'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-NORTHWEST OF
 CL2268'SCOTT, 4-1/4 MILES EAST-SOUTHEAST OF BREWTON, AND 5 MILES
 CL2268'SOUTH-SOUTHEAST OF LOVETT ON THE PROPERTY OF MR. ELMO KEENE.
 CL2268'TELEPHONE 912-272-0208.  THE KEENE RESIDENCE IS LOCATED ABOUT 500 FEET
 CL2268'SOUTH OF REFERENCE MARK 2.
 CL2268'
 CL2268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL2268'ROUTE 26) AND PAVED JOHNSON COUNTY ROAD 204 CROSSING (ALSO NOTED AS
 CL2268'COUNTY ROAD 92145 TO THE SOUTH) AT THE SCOTT BAPTIST CHURCH IN SCOTT
 CL2268'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF ADRIAN, GO WEST ALONG U.S.
 CL2268'HIGHWAY 80 (STATE ROUTE 26) FOR 2.55 MILES TO THE JUNCTION OF DIRT
 CL2268'LAURENS COUNTY ROAD 37 TO THE RIGHT.  TURN RIGHT GOING NORTHEAST ALONG
 CL2268'COUNTY ROAD 37 FOR 1.8 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 57 TO
 CL2268'THE RIGHT AND THE STATION ON THE LEFT.
 CL2268'
 CL2268'THE STATION IS LOCATED 26 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 CL2268'ROAD 37, 86.0 FEET WEST OF THE SOUTHWESTERN CORNER OF A ROOM ADDITION
 CL2268'ON THE SOUTH END OF AN OLD HOUSE WITH TIN ROOF IN THE EAST QUADRANT OF
 CL2268'THE INTERSECTION OF COUNTY ROADS, 80.7 FEET SOUTHWEST OF A 36 INCH
 CL2268'FORKED CHINABERRY TREE NEAR THE NORTHWESTERN CORNER OF THE HOUSE, AND
 CL2268'4.3 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL2268'STANDARD BRASS DISK STAMPED---087-201 1978---, SET IN THE TOP OF A 10
 CL2268'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2268'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2268'STAMPED---087-201 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2268'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL2268'
 CL2268'REFERENCE MARK 1 IS LOCATED 29 FEET NORTHEAST OF THE CENTERLINE OF
 CL2268'COUNTY ROAD 37, 54.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 CL2268'THE ROOM ADDITION ON THE SOUTH END OF THE HOUSE, 103.9 FEET
 CL2268'SOUTH-SOUTHEAST OF THE 36 INCH FORKED CHINABERRY TREE, 71.7 FEET EAST
 CL2268'OF A POWER POLE ON THE SOUTHWEST SIDE OF COUNTY ROAD 37, AND 10.9
 CL2268'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2268'STAMPED---087-201 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2268'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2268'STEEL RODS EMBEDDED.
 CL2268'
 CL2268'TO REACH THE REFERENCE MARK 2 FROM THE STATION, GO NORTH ON COUNTY
 CL2268'ROAD 57 FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 17 FEET
 CL2268'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 20.0 FEET NORTH OF A
 CL2268'POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 10
 CL2268'ATTACHED, 181.8 FEET NORTHEAST OF ANOTHER POWER POLE ON THE WEST SIDE
 CL2268'OF THE ROAD, AND 3.9 FEET WEST-NORTHWEST OF A WITNESS POST SET AT A
 CL2268'FENCELINE.  IT IS A STANDARD DISK STAMPED---087-201 1978 RM 2---, SET
 CL2268'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2268'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2268'
 CL2268'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2268'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL2268'LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2265 ***********************************************************************
 CL2265  DESIGNATION -  BV 087 201 GADT RM 2
 CL2265  PID         -  CL2265
 CL2265  STATE/COUNTY-  GA/LAURENS
 CL2265  USGS QUAD   -  SCOTT (1974)
 CL2265
 CL2265                         *CURRENT SURVEY CONTROL
 CL2265  ___________________________________________________________________
 CL2265* NAD 83(1994)-  32 34 34.39780(N)    082 43 34.35087(W)     ADJUSTED  
 CL2265* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL2265  ___________________________________________________________________
 CL2265  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CL2265  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CL2265
 CL2265  HORZ ORDER  -  SECOND
 CL2265
 CL2265.The horizontal coordinates were established by classical geodetic methods
 CL2265.and adjusted by the National Geodetic Survey in September 1997..
 CL2265
 CL2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2265
 CL2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2265
 CL2265.The geoid height was determined by GEOID03.
 CL2265
 CL2265;                    North         East     Units Scale Factor Converg.
 CL2265;SPC GA E     -   285,746.883   147,465.364   MT  0.99993402   -0 18 04.6
 CL2265;SPC GA E     -   937,487.90    483,809.28   sFT  0.99993402   -0 18 04.6
 CL2265;UTM  17      - 3,605,622.874   337,967.937   MT  0.99992375   -0 55 46.7
 CL2265
 CL2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2265!SPC GA E     -   0.99998832  x   0.99993402  =   0.99992234
 CL2265!UTM  17      -   0.99998832  x   0.99992375  =   0.99991207
 CL2265
 CL2265                          SUPERSEDED SURVEY CONTROL
 CL2265
 CL2265  NAD 83(1986)-  32 34 34.40176(N)    082 43 34.34934(W) AD(       ) 2
 CL2265  NAD 27      -  32 34 33.81039(N)    082 43 34.85368(W) AD(       ) 2
 CL2265  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL2265
 CL2265.Superseded values are not recommended for survey control.
 CL2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2265.See file dsdata.txt to determine how the superseded data were derived.
 CL2265
 CL2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3796805623(NAD 83)
 CL2265_MARKER: DD = SURVEY DISK
 CL2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2265+STABILITY: SURFACE MOTION
 CL2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2265+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 CL2265
 CL2265  HISTORY     - Date     Condition        Report By
 CL2265  HISTORY     - 1978     MONUMENTED       GADT
 CL2265  HISTORY     - 20040229 GOOD             METRIC
 CL2265
 CL2265                          STATION DESCRIPTION
 CL2265
 CL2265'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2265'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-NORTHWEST OF
 CL2265'SCOTT, 4-1/2 MILES EAST-SOUTHEAST OF BREWTON, AND 5 MILES
 CL2265'SOUTH-SOUTHEAST OF LOVETT ON THE PROPERTY OF MR. ELMO KEENE.
 CL2265'TELEPHONE 912-272-0208.  THE KEENE RESIDENCE IS LOCATED ABOUT 500 FEET
 CL2265'SOUTH OF THE STATION.
 CL2265'
 CL2265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL2265'ROUTE 26) AND PAVED JOHNSON COUNTY ROAD 204 CROSSING (ALSO NOTED AS
 CL2265'COUNTY ROAD 91245 TO THE SOUTH) AT THE SCOTT BAPTIST CHURCH IN SCOTT
 CL2265'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF ADRIAN, GO WEST ALONG U.S.
 CL2265'HIGHWAY 80 (STATE ROUTE 26) FOR 2.55 MILES TO THE JUNCTION OF DIRT
 CL2265'LAURENS COUNTY ROAD 37 TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG
 CL2265'COUNTY ROAD 37 FOR 1.8 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 57 TO
 CL2265'THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 57 FOR 0.2 MILE
 CL2265'TO THE STATION ON THE RIGHT.
 CL2265'
 CL2265'THE STATION IS LOCATED 17 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CL2265'ROAD, 20.0 FEET NORTH OF A POWER POLE WITH AN UNDERGROUND TELEPHONE
 CL2265'CABLE PEDESTAL NUMBER 10 ATTACHED, 181.8 FEET NORTHEAST OF ANOTHER
 CL2265'POWER POLE ON THE WEST SIDE OF THE ROAD, AND 3.9 FEET WEST-NORTHWEST
 CL2265'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2265'STAMPED---087-201 1978 RM 2---, SET IN THE TOP OF A 10 INCH
 CL2265'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2265'STEEL RODS EMBEDDED.
 CL2265'
 CL2265'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2265'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL2265'LAURENS COUNTY 1977 REVISED MAR 1977.
 CL2265
 CL2265                          STATION RECOVERY (2004)
 CL2265
 CL2265'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2266 ***********************************************************************
 CL2266  DESIGNATION -  BV 087 201 GADT RM 1
 CL2266  PID         -  CL2266
 CL2266  STATE/COUNTY-  GA/LAURENS
 CL2266  USGS QUAD   -  SCOTT (1974)
 CL2266
 CL2266                         *CURRENT SURVEY CONTROL
 CL2266  ___________________________________________________________________
 CL2266* NAD 83(1994)-  32 34 25.18394(N)    082 43 35.47625(W)     ADJUSTED  
 CL2266* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 CL2266  ___________________________________________________________________
 CL2266  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CL2266  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CL2266
 CL2266  HORZ ORDER  -  SECOND
 CL2266
 CL2266.The horizontal coordinates were established by classical geodetic methods
 CL2266.and adjusted by the National Geodetic Survey in September 1997..
 CL2266
 CL2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2266
 CL2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2266
 CL2266.The geoid height was determined by GEOID03.
 CL2266
 CL2266;                    North         East     Units Scale Factor Converg.
 CL2266;SPC GA E     -   285,463.230   147,434.520   MT  0.99993406   -0 18 05.1
 CL2266;SPC GA E     -   936,557.28    483,708.09   sFT  0.99993406   -0 18 05.1
 CL2266;UTM  17      - 3,605,339.579   337,933.985   MT  0.99992389   -0 55 47.0
 CL2266
 CL2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2266!SPC GA E     -   0.99998864  x   0.99993406  =   0.99992270
 CL2266!UTM  17      -   0.99998864  x   0.99992389  =   0.99991253
 CL2266
 CL2266                          SUPERSEDED SURVEY CONTROL
 CL2266
 CL2266  NAD 83(1986)-  32 34 25.18789(N)    082 43 35.47472(W) AD(       ) 2
 CL2266  NAD 27      -  32 34 24.59628(N)    082 43 35.97899(W) AD(       ) 2
 CL2266  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 CL2266
 CL2266.Superseded values are not recommended for survey control.
 CL2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2266.See file dsdata.txt to determine how the superseded data were derived.
 CL2266
 CL2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3793405340(NAD 83)
 CL2266_MARKER: DD = SURVEY DISK
 CL2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2266+STABILITY: SURFACE MOTION
 CL2266
 CL2266  HISTORY     - Date     Condition        Report By
 CL2266  HISTORY     - 1978     MONUMENTED       GADT
 CL2266
 CL2266                          STATION DESCRIPTION
 CL2266
 CL2266'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2266'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-NORTHWEST OF
 CL2266'SCOTT, 4-1/4 MILES EAST-SOUTHEAST OF BREWTON, AND 5 MILES
 CL2266'SOUTH-SOUTHEAST OF LOVETT ON THE PROPERTY OF MR. ELMO KEENE.
 CL2266'TELEPHONE 912-272-0208.  THE KEENE RESIDENCE IS LOCATED ABOUT 500 FEET
 CL2266'SOUTH OF STATION BV 087-201 GADT RM 2.
 CL2266'
 CL2266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL2266'ROUTE 26) AND PAVED JOHNSON COUNTY ROAD 204 CROSSING (ALSO NOTED AS
 CL2266'COUNTY ROAD 92145 TO THE SOUTH) AT THE SCOTT BAPTIST CHURCH IN SCOTT
 CL2266'LOCATED ABOUT 5 MILES WEST-NORTHWEST OF ADRIAN, GO WEST ALONG U.S.
 CL2266'HIGHWAY 80 (STATE ROUTE 26) FOR 2.55 MILES TO THE JUNCTION OF DIRT
 CL2266'LAURENS COUNTY ROAD 37 TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG
 CL2266'COUNTY ROAD 37 FOR 1.8 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 57 TO
 CL2266'THE RIGHT AND THE STATION ON THE RIGHT.
 CL2266'
 CL2266'THE STATION IS LOCATED 29 FEET NORTHEAST OF THE CENTERLINE OF COUNTY
 CL2266'ROAD 37, 54.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A ROOM
 CL2266'ADDITION ON THE SOUTH END OF AN OLD HOUSE WITH TIN ROOF IN THE EAST
 CL2266'QUADRANT OF THE INTERSECTION OF COUNTY ROADS, 103.9 FEET
 CL2266'SOUTH-SOUTHEAST OF A 36 INCH CHINABERRY TREE NEAR THE NORTHWESTERN
 CL2266'CORNER OF THE HOUSE, 71.7 FEET EAST OF A POWER POLE ON THE SOUTHWEST
 CL2266'SIDE OF COUNTY ROAD 37, AND 10.9 FEET NORTHEAST OF A WITNESS POST.  IT
 CL2266'IS A STANDARD DISK STAMPED---087-201 1978 RM 1---, SET IN THE TOP OF A
 CL2266'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2266'WITH STEEL RODS EMBEDDED.
 CL2266'
 CL2266'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2266'FROM--GENERAL HIGHWAY MAPS JOHNSON COUNTY 1975 REVISED AUG 1976 AND
 CL2266'LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2147 ***********************************************************************
 CL2147  DESIGNATION -  BV 087 202 GADT
 CL2147  PID         -  CL2147
 CL2147  STATE/COUNTY-  GA/LAURENS
 CL2147  USGS QUAD   -  MINTER (1985)
 CL2147
 CL2147                         *CURRENT SURVEY CONTROL
 CL2147  ___________________________________________________________________
 CL2147* NAD 83(1994)-  32 29 12.79121(N)    082 45 43.17509(W)     ADJUSTED  
 CL2147* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL2147  ___________________________________________________________________
 CL2147  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2147  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2147
 CL2147  HORZ ORDER  -  SECOND
 CL2147
 CL2147.The horizontal coordinates were established by classical geodetic methods
 CL2147.and adjusted by the National Geodetic Survey in September 1997..
 CL2147
 CL2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2147
 CL2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2147
 CL2147.The geoid height was determined by GEOID03.
 CL2147
 CL2147;                    North         East     Units Scale Factor Converg.
 CL2147;SPC GA E     -   275,858.952   144,050.201   MT  0.99993859   -0 19 11.1
 CL2147;SPC GA E     -   905,047.25    472,604.70   sFT  0.99993859   -0 19 11.1
 CL2147;UTM  17      - 3,595,772.998   334,444.692   MT  0.99993799   -0 56 47.7
 CL2147
 CL2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2147!SPC GA E     -   0.99999271  x   0.99993859  =   0.99993130
 CL2147!UTM  17      -   0.99999271  x   0.99993799  =   0.99993070
 CL2147
 CL2147:                Primary Azimuth Mark                     Grid Az
 CL2147:SPC GA E     -  BV 087 202 GADT AZ MK                    318 19 36.9
 CL2147:UTM  17      -  BV 087 202 GADT AZ MK                    318 57 13.5
 CL2147
 CL2147|---------------------------------------------------------------------|
 CL2147| PID    Reference Object                     Distance      Geod. Az  |
 CL2147|                                                           dddmmss.s |
 CL2147| CL2150 BV 087 202 GADT AZ MK               APPROX. 0.7 KM 3180025.8 |
 CL2147| CL2148 BV 087 202 GADT RM 1                 25.133 METERS 35705     |
 CL2147|---------------------------------------------------------------------|
 CL2147
 CL2147                          SUPERSEDED SURVEY CONTROL
 CL2147
 CL2147  NAD 83(1986)-  32 29 12.79502(N)    082 45 43.17360(W) AD(       ) 2
 CL2147  NAD 27      -  32 29 12.19405(N)    082 45 43.67518(W) AD(       ) 2
 CL2147  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL2147
 CL2147.Superseded values are not recommended for survey control.
 CL2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2147.See file dsdata.txt to determine how the superseded data were derived.
 CL2147
 CL2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3444595773(NAD 83)
 CL2147_MARKER: DD = SURVEY DISK
 CL2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2147+STABILITY: SURFACE MOTION
 CL2147
 CL2147  HISTORY     - Date     Condition        Report By
 CL2147  HISTORY     - 1979     MONUMENTED       GADT
 CL2147
 CL2147                          STATION DESCRIPTION
 CL2147
 CL2147'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2147'THE STATION IS AT THE COMMUNITY OF MINTER, APPROXIMATELY
 CL2147'4-1/2 MILES NORTHWEST OF ROCKLEDGE, AND 7-1/4 MILES SOUTHWEST OF SCOTT
 CL2147'ON STATE RIGHT OF WAY.
 CL2147'
 CL2147'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2147'ROUTE 29 APPROXIMATELY 4 MILES SOUTHEAST OF EAST DUBLIN, GO SOUTHEAST
 CL2147'ALONG STATE ROUTE 29 FOR 3.0 MILES TO THE CENTER OF THE BRIDGE OVER
 CL2147'PUGHES CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 29 FOR 0.6
 CL2147'MILE TO THE STATION ON THE RIGHT.
 CL2147'
 CL2147'THE STATION IS LOCATED 32 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CL2147'ROUTE 29, 48.0 FEET NORTHWEST OF A 24 INCH PECAN TREE, (THE FIRST IN
 CL2147'A ROW PARALELL TO THE HIGHWAY), AND 11.8 FEET NORTHEAST OF A WITNESS
 CL2147'POST.  IT IS A STANDARD BRASS DISK STAMPED---087-202 1978---, SET IN
 CL2147'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2147'OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A
 CL2147'STANDARD DISK STAMPED---087-202 1978---, SET IN AN IRREGULAR MASS OF
 CL2147'CONCRETE APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL2147'
 CL2147'REFERENCE MARK 1 IS LOCATED 19.5 FEET NORTHEAST OF THE CENTERLINE OF
 CL2147'STATE ROUTE 29, 44.0 FEET SOUTH OF A POWER POLE, 47.6 FEET
 CL2147'WEST-SOUTHWEST OF A 15 INCH PECAN TREE, AND 32.2 FEET SOUTHWEST OF A
 CL2147'WITNESS POST.  IT IS A STANDARD DISK STAMPED---087-202 1978 RM 1---,
 CL2147'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2147'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2147'
 CL2147'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ALONG
 CL2147'STATE ROUTE 29 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 CL2147'LOCATED 48.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 29, 176.1
 CL2147'FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTHEAST
 CL2147'SIDE OF THE HIGHWAY, 6.7 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 2.8
 CL2147'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2147'STAMPED---087-202 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2147'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2147'STEEL RODS EMBEDDED.
 CL2147'
 CL2147'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2147'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2150 ***********************************************************************
 CL2150  DESIGNATION -  BV 087 202 GADT AZ MK
 CL2150  PID         -  CL2150
 CL2150  STATE/COUNTY-  GA/LAURENS
 CL2150  USGS QUAD   -  MINTER (1985)
 CL2150
 CL2150                         *CURRENT SURVEY CONTROL
 CL2150  ___________________________________________________________________
 CL2150* NAD 83(1994)-  32 29 29.78978(N)    082 46 01.23030(W)     ADJUSTED  
 CL2150* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL2150  ___________________________________________________________________
 CL2150  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CL2150  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2150
 CL2150  HORZ ORDER  -  SECOND
 CL2150
 CL2150.The horizontal coordinates were established by classical geodetic methods
 CL2150.and adjusted by the National Geodetic Survey in September 1997..
 CL2150
 CL2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2150
 CL2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2150
 CL2150.The geoid height was determined by GEOID03.
 CL2150
 CL2150;                    North         East     Units Scale Factor Converg.
 CL2150;SPC GA E     -   276,385.183   143,581.791   MT  0.99993924   -0 19 21.0
 CL2150;SPC GA E     -   906,773.72    471,067.93   sFT  0.99993924   -0 19 21.0
 CL2150;UTM  17      - 3,596,304.321   333,982.068   MT  0.99993988   -0 56 57.9
 CL2150
 CL2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2150!SPC GA E     -   0.99999428  x   0.99993924  =   0.99993352
 CL2150!UTM  17      -   0.99999428  x   0.99993988  =   0.99993416
 CL2150
 CL2150                          SUPERSEDED SURVEY CONTROL
 CL2150
 CL2150  NAD 83(1986)-  32 29 29.79356(N)    082 46 01.22883(W) AD(       ) 2
 CL2150  NAD 27      -  32 29 29.19300(N)    082 46 01.72996(W) AD(       ) 2
 CL2150  NGVD 29 (07/19/86)   65.     (m)          213.     (f) VERT ANG       
 CL2150
 CL2150.Superseded values are not recommended for survey control.
 CL2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2150.See file dsdata.txt to determine how the superseded data were derived.
 CL2150
 CL2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3398296304(NAD 83)
 CL2150_MARKER: DD = SURVEY DISK
 CL2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2150+STABILITY: SURFACE MOTION
 CL2150
 CL2150  HISTORY     - Date     Condition        Report By
 CL2150  HISTORY     - 1979     MONUMENTED       GADT
 CL2150
 CL2150                          STATION DESCRIPTION
 CL2150
 CL2150'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2150'THE STATION IS APPROXIMATELY 1/4 MILE NORTHWEST OF MINTER,
 CL2150'4-3/4 MILES NORTHWEST OF ROCKLEDGE, AND 7-1/4 MILES SOUTHWEST OF SCOTT
 CL2150'ON STATE RIGHT OF WAY.
 CL2150'
 CL2150'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2150'ROUTE 29 APPROXIMATELY 4 MILES SOUTHEAST OF EAST DUBLIN, GO SOUTHEAST
 CL2150'ALONG STATE ROUTE 29 FOR 3.0 MILES TO THE CENTER OF THE BRIDGE OVER
 CL2150'PUHGES CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 29 FOR 0.15
 CL2150'MILE TO THE STATION ON THE RIGHT.
 CL2150'
 CL2150'THE STATION IS LOCATED 48.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CL2150'ROUTE 29, 176.1 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 CL2150'ON THE NORTHEAST SIDE OF THE HIGHWAY, 6.7 FEET SOUTH-SOUTHEAST OF A
 CL2150'POWER POLE, AND 2.8 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 CL2150'STANDARD BRASS DISK STAMPED---087-202 1978 AZ MK---, SET IN THE TOP OF
 CL2150'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2150'GROUND WITH STEEL RODS EMBEDDED.
 CL2150'
 CL2150'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2150'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2148 ***********************************************************************
 CL2148  DESIGNATION -  BV 087 202 GADT RM 1
 CL2148  PID         -  CL2148
 CL2148  STATE/COUNTY-  GA/LAURENS
 CL2148  USGS QUAD   -  MINTER (1985)
 CL2148
 CL2148                         *CURRENT SURVEY CONTROL
 CL2148  ___________________________________________________________________
 CL2148* NAD 83(1994)-  32 29 13.60604(N)    082 45 43.22405(W)     ADJUSTED  
 CL2148* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL2148  ___________________________________________________________________
 CL2148  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2148  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2148
 CL2148  HORZ ORDER  -  SECOND
 CL2148
 CL2148.The horizontal coordinates were established by classical geodetic methods
 CL2148.and adjusted by the National Geodetic Survey in September 1997..
 CL2148
 CL2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2148
 CL2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2148
 CL2148.The geoid height was determined by GEOID03.
 CL2148
 CL2148;                    North         East     Units Scale Factor Converg.
 CL2148;SPC GA E     -   275,884.058   144,049.063   MT  0.99993859   -0 19 11.2
 CL2148;SPC GA E     -   905,129.61    472,600.97   sFT  0.99993859   -0 19 11.2
 CL2148;UTM  17      - 3,595,798.114   334,443.829   MT  0.99993799   -0 56 47.8
 CL2148
 CL2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2148!SPC GA E     -   0.99999271  x   0.99993859  =   0.99993130
 CL2148!UTM  17      -   0.99999271  x   0.99993799  =   0.99993070
 CL2148
 CL2148                          SUPERSEDED SURVEY CONTROL
 CL2148
 CL2148  NAD 83(1986)-  32 29 13.60985(N)    082 45 43.22257(W) AD(       ) 2
 CL2148  NAD 27      -  32 29 13.00891(N)    082 45 43.72415(W) AD(       ) 2
 CL2148  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL2148
 CL2148.Superseded values are not recommended for survey control.
 CL2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2148.See file dsdata.txt to determine how the superseded data were derived.
 CL2148
 CL2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3444495798(NAD 83)
 CL2148_MARKER: DD = SURVEY DISK
 CL2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2148+STABILITY: SURFACE MOTION
 CL2148
 CL2148  HISTORY     - Date     Condition        Report By
 CL2148  HISTORY     - 1979     MONUMENTED       GADT
 CL2148
 CL2148                          STATION DESCRIPTION
 CL2148
 CL2148'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2148'THE STATION IS AT THE COMMUNITY OF MINTER, APPROXIMATELY
 CL2148'4-1/2 MILES NORTHWEST OF ROCKLEDGE, AND 7-1/4 MILES SOUTHWEST OF SCOTT
 CL2148'ON STATE RIGHT OF WAY.
 CL2148'
 CL2148'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2148'ROUTE 29 APPROXIMATELY 4 MILES SOUTHEAST OF EAST DUBLIN, GO SOUTHEAST
 CL2148'ALONG STATE ROUTE 29 FOR 3.0 MILES TO THE CENTER OF THE BRIDGE OVER
 CL2148'PUHGES CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 29 FOR 0.6
 CL2148'MILE TO THE STATION ON THE LEFT.
 CL2148'
 CL2148'THE STATION IS LOCATED 19.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 CL2148'ROUTE 29, 44.0 FEET SOUTH OF A POWER POLE, 47.6 FEET WEST-SOUTHWEST OF
 CL2148'A 15 INCH PECAN TREE, AND 32.2 FEET SOUTHWEST OF A WITNESS POST.  IT
 CL2148'IS A STANDARD BRASS DISK STAMPED---087-202 1978 RM 1---, SET IN THE
 CL2148'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2148'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2148'
 CL2148'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2148'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2304 ***********************************************************************
 CL2304  DESIGNATION -  BV 087 203 GADT
 CL2304  PID         -  CL2304
 CL2304  STATE/COUNTY-  GA/LAURENS
 CL2304  USGS QUAD   -  EAST DUBLIN (1985)
 CL2304
 CL2304                         *CURRENT SURVEY CONTROL
 CL2304  ___________________________________________________________________
 CL2304* NAD 83(1994)-  32 33 48.06159(N)    082 49 48.13917(W)     ADJUSTED  
 CL2304* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 CL2304  ___________________________________________________________________
 CL2304  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CL2304  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CL2304
 CL2304  HORZ ORDER  -  SECOND
 CL2304
 CL2304.The horizontal coordinates were established by classical geodetic methods
 CL2304.and adjusted by the National Geodetic Survey in September 1997..
 CL2304
 CL2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2304
 CL2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2304
 CL2304.The geoid height was determined by GEOID03.
 CL2304
 CL2304;                    North         East     Units Scale Factor Converg.
 CL2304;SPC GA E     -   284,375.631   137,707.831   MT  0.99994783   -0 21 25.4
 CL2304;SPC GA E     -   932,989.05    451,796.44   sFT  0.99994783   -0 21 25.4
 CL2304;UTM  17      - 3,604,358.693   328,195.926   MT  0.99996398   -0 59 06.8
 CL2304
 CL2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2304!SPC GA E     -   0.99998982  x   0.99994783  =   0.99993766
 CL2304!UTM  17      -   0.99998982  x   0.99996398  =   0.99995381
 CL2304
 CL2304|---------------------------------------------------------------------|
 CL2304| PID    Reference Object                     Distance      Geod. Az  |
 CL2304|                                                           dddmmss.s |
 CL2304| CL2302 BV 087 203 GADT AZ TPT               12.115 METERS 08215     |
 CL2304| CL2310 BV 087 203 GADT AZ MK               APPROX. 1.5 KM 2233136.8 |
 CL2304| CL2305 BV 087 203 GADT RM 1                 26.457 METERS 32717     |
 CL2304|---------------------------------------------------------------------|
 CL2304
 CL2304                          SUPERSEDED SURVEY CONTROL
 CL2304
 CL2304  NAD 83(1986)-  32 33 48.06502(N)    082 49 48.13798(W) AD(       ) 2
 CL2304  NAD 27      -  32 33 47.47083(N)    082 49 48.63376(W) AD(       ) 2
 CL2304  NGVD 29 (07/19/86)   93.3    (m)          306.     (f) VERT ANG       
 CL2304
 CL2304.Superseded values are not recommended for survey control.
 CL2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2304.See file dsdata.txt to determine how the superseded data were derived.
 CL2304
 CL2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2819604359(NAD 83)
 CL2304_MARKER: DD = SURVEY DISK
 CL2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2304+STABILITY: SURFACE MOTION
 CL2304
 CL2304  HISTORY     - Date     Condition        Report By
 CL2304  HISTORY     - 1979     MONUMENTED       GADT
 CL2304
 CL2304                          STATION DESCRIPTION
 CL2304
 CL2304'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2304'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES EAST-NORTHEAST OF
 CL2304'EAST DUBLIN, 3 MILES SOUTHWEST OF BREWTON, AND 6-1/2 MILES NORTHWEST
 CL2304'OF MINTER ON THE PROPERTY OF THE FEDERAL GOVERNMENT.  CONTACT JOE
 CL2304'WORSLEY IN DUBLIN TO OBTAIN INSTRUCTIONS ABOUT AREAS TO BE AVOIDED BY
 CL2304'VEHICLES AROUND A VORTAC DUE TO POSSIBLE INTERUPTION OF VORTAC RADIO
 CL2304'SIGNALS.  TELEPHONE 800-342-7284 OR 912-788-1822.
 CL2304'
 CL2304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL2304'ROUTES 26 AND 29) AND U.S. HIGHWAY 319 (STATE ROUTE 31) AT THE EAST
 CL2304'DUBLIN CITY HALL IN EAST DUBLIN, GO EASTERLY ALONG U.S. HIGHWAY 80
 CL2304'(STATE ROUTES 26 AND 29) FOR APPROXIMATELY 0.05 MILE TO THE JUNCTION
 CL2304'OF STATE ROUTE 29 CONTINUING STRAIGHT AHEAD AND U.S. HIGHWAY 80 (STATE
 CL2304'ROUTE 26) FORKING TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG U.S.
 CL2304'HIGHWAY 80 (STATE ROUTE 26) FOR 1.85 MILES TO THE AZIMUTH MARK ON THE
 CL2304'RIGHT.  CONTINUE EASTERLY ALONG U.S. HIGHWAY 80 (STATE ROUTE 26) FOR
 CL2304'0.2 MILE TO COUNTY ROAD 68 (PAVED TO THE LEFT AND DIRT TO THE RIGHT)
 CL2304'CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 68 FOR 0.8 MILE TO
 CL2304'THE JUNCTION OF DIRT COUNTY ROAD 47 CROSSING.  TURN RIGHT GOING
 CL2304'SOUTHEAST ALONG COUNTY ROAD 47 (CONTINUES AS A DRIVEWAY TO THE STATION
 CL2304'AT THE TERMINATION OF THE COUNTY ROAD AT AN OLD HOUSE ON THE RIGHT)
 CL2304'FOR 0.8 MILE TO THE VORTAC DUBLIN DBN BUILDING AND THE STATION.
 CL2304'
 CL2304'THE STATION IS LOCATED 35 FEET EAST OF THE SOUTHWEST CORNER OF A
 CL2304'WOODEN FENCE AROUND THE VORTAC BUILDING, 45 FEET WEST OF THE SOUTHEAST
 CL2304'CORNER OF THE FENCE, 20.8 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 CL2304'OF THE VORTAC BUILDING, 27.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 CL2304'THE VORTAC BUILDING, AND 1.7 FEET NORTH OF THE WITNESS POST SET AT THE
 CL2304'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---087-203 1978---, SET
 CL2304'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2304'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK
 CL2304'IS A STANDARD DISK STAMPED---087-203 1978---, SET IN AN IRREGULAR MASS
 CL2304'OF CONCRETE APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 CL2304'
 CL2304'REFERENCE MARK 1 IS LOCATED 28.5 FEET WEST-SOUTHWEST OF THE NORTHEAST
 CL2304'HINGED GATE POST OF A DOUBLE HUNG GATE IN THE FENCE, 47 FEET WEST OF
 CL2304'THE NORTHWEST CORNER OF THE BUILDING, 65.9 FEET NORTHWEST OF THE
 CL2304'SOUTHWEST CORNER OF THE BUILDING, 12.1 FEET NORTHWEST OF A WITNESS
 CL2304'POST SET AT THE FENCELINE, AND 2.0 FEET EAST OF ANOTHER WITNESS POST.
 CL2304'IT IS A STANDARD DISK STAMPED---087-203 1978 RM 1---, SET IN THE TOP
 CL2304'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF
 CL2304'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2304'
 CL2304'THE AZIMUTH MARK IS LOCATED 67 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 CL2304'OF U.S. HIGHWAY 80, 55.5 FEET SOUTHEAST OF THE EAST END OF AN 18 INCH
 CL2304'CONCRETE SIDE DRAIN PIPE UNDER AN ACCESS DRIVEWAY WHICH CIRCLES A LONE
 CL2304'40 INCH OAK TREE, 21.5 FEET EAST-SOUTHEAST OF THE 40 INCH OAK TREE,
 CL2304'6.5 FEET NORTHWEST OF A POWER POLE, AND 1.9 FEET NORTH-NORTHWEST OF A
 CL2304'WITNESS POST.  IT IS A STANDARD DISK STAMPED---087-203 1978 AZ MK---,
 CL2304'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2304'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2304'
 CL2304'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2304'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2310 ***********************************************************************
 CL2310  DESIGNATION -  BV 087 203 GADT AZ MK
 CL2310  PID         -  CL2310
 CL2310  STATE/COUNTY-  GA/LAURENS
 CL2310  USGS QUAD   -  EAST DUBLIN (1985)
 CL2310
 CL2310                         *CURRENT SURVEY CONTROL
 CL2310  ___________________________________________________________________
 CL2310* NAD 83(1994)-  32 33 11.61633(N)    082 50 29.01166(W)     ADJUSTED  
 CL2310* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 CL2310  ___________________________________________________________________
 CL2310  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CL2310  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CL2310
 CL2310  HORZ ORDER  -  SECOND
 CL2310
 CL2310.The horizontal coordinates were established by classical geodetic methods
 CL2310.and adjusted by the National Geodetic Survey in September 1997..
 CL2310
 CL2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2310
 CL2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2310
 CL2310.The geoid height was determined by GEOID03.
 CL2310
 CL2310;                    North         East     Units Scale Factor Converg.
 CL2310;SPC GA E     -   283,259.729   136,634.578   MT  0.99994950   -0 21 47.1
 CL2310;SPC GA E     -   929,327.96    448,275.28   sFT  0.99994950   -0 21 47.1
 CL2310;UTM  17      - 3,603,254.603   327,110.486   MT  0.99996860   -0 59 27.8
 CL2310
 CL2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2310!SPC GA E     -   0.99999089  x   0.99994950  =   0.99994039
 CL2310!UTM  17      -   0.99999089  x   0.99996860  =   0.99995949
 CL2310
 CL2310:                Primary Azimuth Mark                     Grid Az
 CL2310:SPC GA E     -  BV 087 203 GADT RM 1                     042 56 12.6
 CL2310:UTM  17      -  BV 087 203 GADT RM 1                     043 33 53.3
 CL2310
 CL2310|---------------------------------------------------------------------|
 CL2310| PID    Reference Object                     Distance      Geod. Az  |
 CL2310|                                                           dddmmss.s |
 CL2310| CL2305 BV 087 203 GADT RM 1                APPROX. 1.6 KM 0423425.5 |
 CL2310| CL2303 VORTAC DUBLIN DBN                   APPROX. 1.6 KM 0431937.1 |
 CL2310|---------------------------------------------------------------------|
 CL2310
 CL2310                          SUPERSEDED SURVEY CONTROL
 CL2310
 CL2310  NAD 83(1986)-  32 33 11.61973(N)    082 50 29.01040(W) AD(       ) 2
 CL2310  NAD 27      -  32 33 11.02445(N)    082 50 29.50490(W) AD(       ) 2
 CL2310  NGVD 29 (07/19/86)   86.5    (m)          284.     (f) VERT ANG       
 CL2310
 CL2310.Superseded values are not recommended for survey control.
 CL2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2310.See file dsdata.txt to determine how the superseded data were derived.
 CL2310
 CL2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2711003255(NAD 83)
 CL2310_MARKER: DD = SURVEY DISK
 CL2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2310+STABILITY: SURFACE MOTION
 CL2310
 CL2310  HISTORY     - Date     Condition        Report By
 CL2310  HISTORY     - 1979     MONUMENTED       GADT
 CL2310
 CL2310                          STATION DESCRIPTION
 CL2310
 CL2310'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2310'THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST-NORTHEAST OF EAST
 CL2310'DUBLIN, 4-1/2 MILES SOUTHWEST OF BREWTON, AND 6-1/2 MILES NORTHWEST OF
 CL2310'MINTER ON STATE RIGHT OF WAY.
 CL2310'
 CL2310'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL2310'ROUTES 26 AND 29) AND U.S. HIGHWAY 319 (STATE ROUTE 31) AT THE EAST
 CL2310'DUBLIN CITY HALL IN EAST DUBLIN, GO EASTERLY ALONG U.S. HIGHWAY 80
 CL2310'(STATE ROUTES 26 AND 29) FOR APPROXIMATELY 0.05 MILE TO THE JUNCTION
 CL2310'OF STATE ROUTE 29 CONTINUING STRAIGHT AHEAD AND U.S. HIGHWAY 80 (STATE
 CL2310'ROUTE 26 FORKING TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG U.S.
 CL2310'HIGHWAY 80 (STATE ROUTE 26) FOR 1.85 MILES TO THE STATION ON THE
 CL2310'RIGHT.
 CL2310'
 CL2310'THE STATION IS LOCATED 67 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL2310'U.S. HIGHWAY 80, 55.5 FEET SOUTHEAST OF THE EAST END OF AN 18 INCH
 CL2310'CONCRETE SIDE DRAIN PIPE UNDER AN ACCESS DRIVEWAY WHICH CIRCLES A LONE
 CL2310'40 INCH OAK TREE, 21.5 FEET EAST-SOUTHEAST OF THE 40 INCH OAK TREE,
 CL2310'6.5 FEET NORTHWEST OF A POWER POLE, AND 1.9 FEET NORTH-NORTHWEST OF A
 CL2310'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---087-203 1978
 CL2310'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2310'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2310'
 CL2310'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2310'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2305 ***********************************************************************
 CL2305  DESIGNATION -  BV 087 203 GADT RM 1
 CL2305  PID         -  CL2305
 CL2305  STATE/COUNTY-  GA/LAURENS
 CL2305  USGS QUAD   -  EAST DUBLIN (1985)
 CL2305
 CL2305                         *CURRENT SURVEY CONTROL
 CL2305  ___________________________________________________________________
 CL2305* NAD 83(1994)-  32 33 48.78419(N)    082 49 48.68734(W)     ADJUSTED  
 CL2305* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 CL2305  ___________________________________________________________________
 CL2305  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CL2305  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CL2305
 CL2305  HORZ ORDER  -  SECOND
 CL2305
 CL2305.The horizontal coordinates were established by classical geodetic methods
 CL2305.and adjusted by the National Geodetic Survey in September 1997..
 CL2305
 CL2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2305
 CL2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2305
 CL2305.The geoid height was determined by GEOID03.
 CL2305
 CL2305;                    North         East     Units Scale Factor Converg.
 CL2305;SPC GA E     -   284,397.978   137,693.671   MT  0.99994785   -0 21 25.7
 CL2305;SPC GA E     -   933,062.37    451,749.99   sFT  0.99994785   -0 21 25.7
 CL2305;UTM  17      - 3,604,381.194   328,182.011   MT  0.99996404   -0 59 07.1
 CL2305
 CL2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2305!SPC GA E     -   0.99998982  x   0.99994785  =   0.99993768
 CL2305!UTM  17      -   0.99998982  x   0.99996404  =   0.99995387
 CL2305
 CL2305|---------------------------------------------------------------------|
 CL2305| PID    Reference Object                     Distance      Geod. Az  |
 CL2305|                                                           dddmmss.s |
 CL2305| CL2303 VORTAC DUBLIN DBN                    20.494 METERS 12908     |
 CL2305| CL2310 BV 087 203 GADT AZ MK               APPROX. 1.6 KM 2223447.2 |
 CL2305|---------------------------------------------------------------------|
 CL2305
 CL2305                          SUPERSEDED SURVEY CONTROL
 CL2305
 CL2305  NAD 83(1986)-  32 33 48.78762(N)    082 49 48.68615(W) AD(       ) 2
 CL2305  NAD 27      -  32 33 48.19346(N)    082 49 49.18192(W) AD(       ) 2
 CL2305  NGVD 29 (07/19/86)   93.3    (m)          306.     (f) VERT ANG       
 CL2305
 CL2305.Superseded values are not recommended for survey control.
 CL2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2305.See file dsdata.txt to determine how the superseded data were derived.
 CL2305
 CL2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2818204381(NAD 83)
 CL2305_MARKER: DD = SURVEY DISK
 CL2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2305+STABILITY: SURFACE MOTION
 CL2305
 CL2305  HISTORY     - Date     Condition        Report By
 CL2305  HISTORY     - 1979     MONUMENTED       GADT
 CL2305
 CL2305                          STATION DESCRIPTION
 CL2305
 CL2305'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2305'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES EAST-NORTHEAST OF
 CL2305'EAST DUBLIN, 3 MILES SOUTHWEST OF BREWTON, AND 6-1/2 MILES NORTHWEST
 CL2305'OF MINTER ON THE PROPERTY OF THE FEDERAL GOVERNMENT.  CONTACT JOE
 CL2305'WORSLEY IN DUBLIN TO OBTAIN INSTRUCTIONS ABOUT AREAS TO BE AVOIDED BY
 CL2305'VEHICLES AROUND A VORTAC DUE TO POSSIBLE INTERUPTION OF VORTAC RADIO
 CL2305'SIGNALS.  TELEPHONE 800-342-7284 OR 912-788-1822.
 CL2305'
 CL2305'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 (STATE
 CL2305'ROUTES 26 AND 29) AND U.S. HIGHWAY 319 (STATE ROUTE 31) AT THE EAST
 CL2305'DUBLIN CITY HALL IN EAST DUBLIN, GO EASTERLY ALONG U.S. HIGHWAY 80
 CL2305'(STATE ROUTES 26 AND 29) FOR APPROXIMATELY 0.05 MILE TO THE JUNCTION
 CL2305'OF STATE ROUTE 29 CONTINUING STRAIGHT AHEAD AND U.S. HIGHWAY 80 (STATE
 CL2305'ROUTE 26) FORKING TO THE LEFT.  TURN LEFT GOING EASTERLY ALONG U.S.
 CL2305'HIGHWAY 80 (STATE ROUTE 26) FOR 2.05 MILES TO JUNCTION OF COUNTY ROAD
 CL2305'68 (PAVED TO THE LEFT AND DIRT TO THE RIGHT) CROSSING.  TURN LEFT
 CL2305'GOING NORTH ALONG COUNTY ROAD 68 FOR 0.8 MILE TO THE JUNCTION OF DIRT
 CL2305'COUNTY ROAD 47 CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD
 CL2305'47 (CONTINUES AS A DRIVEWAY TO THE STATION AT THE TERMINATION OF THE
 CL2305'COUNTY ROAD AT AN OLD HOUSE ON THE RIGHT) FOR 0.8 MILE TO THE VORTAC
 CL2305'DUBLIN DBN BUILDING AND THE STATION.
 CL2305'
 CL2305'THE STATION IS LOCATED 28.5 FEET WEST-SOUTHWEST OF THE NORTHEAST
 CL2305'HINGED GATE POST OF A DOUBLE HUNG GATE IN THE FENCE AROUND THE VORTAC,
 CL2305'47 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDINGW, 65.9 FEET
 CL2305'NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 12.1 FEET NORTHWEST
 CL2305'OF A WITNESS POST SET AT THE FENCELINE, AND 2.0 FEET EAST OF ANOTHER
 CL2305'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---087-203 1978
 CL2305'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4
 CL2305'INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2305'
 CL2305'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2305'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2308 ***********************************************************************
 CL2308  DESIGNATION -  BV 087 204 GADT
 CL2308  PID         -  CL2308
 CL2308  STATE/COUNTY-  GA/LAURENS
 CL2308  USGS QUAD   -  EAST DUBLIN (1985)
 CL2308
 CL2308                         *CURRENT SURVEY CONTROL
 CL2308  ___________________________________________________________________
 CL2308* NAD 83(1994)-  32 32 06.35415(N)    082 50 09.68119(W)     ADJUSTED  
 CL2308* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL2308  ___________________________________________________________________
 CL2308  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CL2308  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CL2308
 CL2308  HORZ ORDER  -  SECOND
 CL2308
 CL2308.The horizontal coordinates were established by classical geodetic methods
 CL2308.and adjusted by the National Geodetic Survey in September 1997..
 CL2308
 CL2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2308
 CL2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2308
 CL2308.The geoid height was determined by GEOID03.
 CL2308
 CL2308;                    North         East     Units Scale Factor Converg.
 CL2308;SPC GA E     -   281,246.317   137,126.226   MT  0.99994873   -0 21 36.0
 CL2308;SPC GA E     -   922,722.29    449,888.29   sFT  0.99994873   -0 21 36.0
 CL2308;UTM  17      - 3,601,235.887   327,580.051   MT  0.99996660   -0 59 15.7
 CL2308
 CL2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2308!SPC GA E     -   0.99999160  x   0.99994873  =   0.99994033
 CL2308!UTM  17      -   0.99999160  x   0.99996660  =   0.99995820
 CL2308
 CL2308|---------------------------------------------------------------------|
 CL2308| PID    Reference Object                     Distance      Geod. Az  |
 CL2308|                                                           dddmmss.s |
 CL2308| CL2307 BV 087 204 GADT AZ TPT               16.492 METERS 17151     |
 CL2308| CL2306 BV 087 204 GADT AZ MK               463.365 METERS 1715455.0 |
 CL2308| CL2309 BV 087 204 GADT RM 1                 25.926 METERS 28605     |
 CL2308|---------------------------------------------------------------------|
 CL2308
 CL2308                          SUPERSEDED SURVEY CONTROL
 CL2308
 CL2308  NAD 83(1986)-  32 32 06.35761(N)    082 50 09.67984(W) AD(       ) 2
 CL2308  NAD 27      -  32 32 05.76061(N)    082 50 10.17462(W) AD(       ) 2
 CL2308  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL2308
 CL2308.Superseded values are not recommended for survey control.
 CL2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2308.See file dsdata.txt to determine how the superseded data were derived.
 CL2308
 CL2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2758001236(NAD 83)
 CL2308_MARKER: DD = SURVEY DISK
 CL2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2308+STABILITY: SURFACE MOTION
 CL2308
 CL2308  HISTORY     - Date     Condition        Report By
 CL2308  HISTORY     - 1978     MONUMENTED       GADT
 CL2308
 CL2308                          STATION DESCRIPTION
 CL2308
 CL2308'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2308'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST-SOUTHEAST OF
 CL2308'EAST DUBLIN, 4-1/2 MILES SOUTH-SOUTHWEST OF BREWTON, AND 5-1/2 MILES
 CL2308'NORTHWEST OF MINTER ON THE PROPERTY OF THE BETHLEHEM BAPTIST CHURCH.
 CL2308'PERMISSION GRANTED BY REVEREND CHARLES F. MATHEWS.
 CL2308'
 CL2308'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 29 AND 199 IN
 CL2308'EAST DUBLIN, GO EASTERLY ALONG STATE ROUTE 29 FOR 1.9 MILES TO THE
 CL2308'JUNCTION OF DIRT COUNTY ROAD 68 CROSSING.  TURN LEFT GOING NORTH ALONG
 CL2308'COUNTY ROAD 68 FOR 0.2 MILE TO THE BETHLEHEM CHURCH AND THE STATION
 CL2308'ON THE LEFT.
 CL2308'
 CL2308'THE STATION IS LOCATED 114 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CL2308'68, 54 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, AND
 CL2308'23.3 FEET EAST OF THE NORTHEAST CORNER OF THE CHURCH.  IT IS A
 CL2308'STANDARD BRASS DISK STAMPED---087-204 1978---, SET IN THE TOP OF A 10
 CL2308'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2308'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2308'STAMPED---087-204 1978---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2308'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL2308'
 CL2308'REFERENCE MARK 1 IS LOCATED 195 FEET WEST OF THE CENTERLINE OF COUNTY
 CL2308'ROAD 68, 63.5 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 CL2308'CHURCH, AND 29.0 FEET EAST OF A WITNESS POST SET AT A CEMETERY
 CL2308'FENCELINE.  IT IS A STANDARD DISK STAMPED---087-204 1978 RM 1---, SET
 CL2308'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2308'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2308'
 CL2308'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 29 AND
 CL2308'COUNTY ROAD 68, GO SOUTH ALONG COUNTY ROAD 68 FOR 0.15 MILE TO THE
 CL2308'AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 21.5 FEET EAST OF THE
 CL2308'CENTERLINE OF COUNTY ROAD 68, 90.3 FEET WEST OF THE NORTHWEST CORNER
 CL2308'OF AN OLD SHED, 8.8 FEET EAST OF THE NORTH END OF AN 18 INCH CONCRETE
 CL2308'PIPE UNDER A DRIVEWAY, 108.0 FEET SOUTHEAST OF A POWER POLE WITH A
 CL2308'TRANSFORMER ON THE WEST SIDE OF THE ROAD, AND 2.6 FEET NORTH OF A
 CL2308'WITNESS POST.  IT IS A
 CL2308'STANDARD DISK STAMPED---087-204 1978 AZ MK---, SET IN THE TOP OF A 10
 CL2308'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2308'WITH STEEL RODS EMBEDDED.
 CL2308'
 CL2308'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2308'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2306 ***********************************************************************
 CL2306  DESIGNATION -  BV 087 204 GADT AZ MK
 CL2306  PID         -  CL2306
 CL2306  STATE/COUNTY-  GA/LAURENS
 CL2306  USGS QUAD   -  EAST DUBLIN (1985)
 CL2306
 CL2306                         *CURRENT SURVEY CONTROL
 CL2306  ___________________________________________________________________
 CL2306* NAD 83(1994)-  32 31 51.46152(N)    082 50 07.18398(W)     ADJUSTED  
 CL2306* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CL2306  ___________________________________________________________________
 CL2306  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CL2306  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CL2306
 CL2306  HORZ ORDER  -  SECOND
 CL2306
 CL2306.The horizontal coordinates were established by classical geodetic methods
 CL2306.and adjusted by the National Geodetic Survey in September 1997..
 CL2306
 CL2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2306
 CL2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2306
 CL2306.The geoid height was determined by GEOID03.
 CL2306
 CL2306;                    North         East     Units Scale Factor Converg.
 CL2306;SPC GA E     -   280,787.181   137,188.506   MT  0.99994863   -0 21 34.5
 CL2306;SPC GA E     -   921,215.94    450,092.62   sFT  0.99994863   -0 21 34.5
 CL2306;UTM  17      - 3,600,776.088   327,637.298   MT  0.99996636   -0 59 13.9
 CL2306
 CL2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2306!SPC GA E     -   0.99999332  x   0.99994863  =   0.99994195
 CL2306!UTM  17      -   0.99999332  x   0.99996636  =   0.99995968
 CL2306
 CL2306                          SUPERSEDED SURVEY CONTROL
 CL2306
 CL2306  NAD 83(1986)-  32 31 51.46497(N)    082 50 07.18261(W) AD(       ) 2
 CL2306  NAD 27      -  32 31 50.86759(N)    082 50 07.67741(W) AD(       ) 2
 CL2306  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 CL2306
 CL2306.Superseded values are not recommended for survey control.
 CL2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2306.See file dsdata.txt to determine how the superseded data were derived.
 CL2306
 CL2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2763700776(NAD 83)
 CL2306_MARKER: DD = SURVEY DISK
 CL2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2306+STABILITY: SURFACE MOTION
 CL2306
 CL2306  HISTORY     - Date     Condition        Report By
 CL2306  HISTORY     - 1978     MONUMENTED       GADT
 CL2306
 CL2306                          STATION DESCRIPTION
 CL2306
 CL2306'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2306'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST OF
 CL2306'EAST DUBLIN, 4-3/4 MILES SOUTH-SOUTHWEST OF BREWTON, AND 9-1/2 MILES
 CL2306'WEST-SOUTHWEST OF SCOTT ON COUNTY RIGHT OF WAY.
 CL2306'
 CL2306'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 29 AND 199 IN
 CL2306'EAST DUBLIN, GO EASTERLY ALONG STATE ROUTE 29 FOR 1.9 MILES TO THE
 CL2306'JUNCTION OF DIRT COUNTY ROAD 68 CROSSING.  TURN RIGHT GOING SOUTH
 CL2306'ALONG COUNTY ROAD 68 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CL2306'
 CL2306'THE STATION IS LOCATED 21.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 CL2306'68, 90.3 FEET WEST OF THE NORTHWEST CORNER OF AN OLD SHED, 8.8 FEET
 CL2306'EAST OF THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY,
 CL2306'108 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER ON THE WEST SIDE
 CL2306'OF THE ROAD, AND 2.6 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 CL2306'DISK STAMPED---087-204 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2306'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2306'STEEL RODS EMBEDDED.
 CL2306'
 CL2306'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2306'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2309 ***********************************************************************
 CL2309  DESIGNATION -  BV 087 204 GADT RM 1
 CL2309  PID         -  CL2309
 CL2309  STATE/COUNTY-  GA/LAURENS
 CL2309  USGS QUAD   -  EAST DUBLIN (1985)
 CL2309
 CL2309                         *CURRENT SURVEY CONTROL
 CL2309  ___________________________________________________________________
 CL2309* NAD 83(1994)-  32 32 06.58724(N)    082 50 10.63585(W)     ADJUSTED  
 CL2309* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL2309  ___________________________________________________________________
 CL2309  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CL2309  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CL2309
 CL2309  HORZ ORDER  -  SECOND
 CL2309
 CL2309.The horizontal coordinates were established by classical geodetic methods
 CL2309.and adjusted by the National Geodetic Survey in September 1997..
 CL2309
 CL2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2309
 CL2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2309
 CL2309.The geoid height was determined by GEOID03.
 CL2309
 CL2309;                    North         East     Units Scale Factor Converg.
 CL2309;SPC GA E     -   281,253.653   137,101.362   MT  0.99994877   -0 21 36.5
 CL2309;SPC GA E     -   922,746.36    449,806.72   sFT  0.99994877   -0 21 36.5
 CL2309;UTM  17      - 3,601,243.495   327,555.268   MT  0.99996670   -0 59 16.2
 CL2309
 CL2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2309!SPC GA E     -   0.99999160  x   0.99994877  =   0.99994037
 CL2309!UTM  17      -   0.99999160  x   0.99996670  =   0.99995830
 CL2309
 CL2309                          SUPERSEDED SURVEY CONTROL
 CL2309
 CL2309  NAD 83(1986)-  32 32 06.59070(N)    082 50 10.63450(W) AD(       ) 2
 CL2309  NAD 27      -  32 32 05.99370(N)    082 50 11.12926(W) AD(       ) 2
 CL2309  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL2309
 CL2309.Superseded values are not recommended for survey control.
 CL2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2309.See file dsdata.txt to determine how the superseded data were derived.
 CL2309
 CL2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2755501243(NAD 83)
 CL2309_MARKER: DD = SURVEY DISK
 CL2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2309+STABILITY: SURFACE MOTION
 CL2309
 CL2309  HISTORY     - Date     Condition        Report By
 CL2309  HISTORY     - 1978     MONUMENTED       GADT
 CL2309
 CL2309                          STATION DESCRIPTION
 CL2309
 CL2309'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2309'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES EAST-SOUTHEAST OF
 CL2309'EAST DUBLIN, 4-1/4 MILES SOUTH-SOUTHWEST OF BREWTON, AND 5-1/2 MILES
 CL2309'NORTHWEST OF MINTER ON THE PROPERTY OF THE BETHLEHEM BAPTIST CHURCH.
 CL2309'PERMISSION GRANTED BY REVEREND CHARLES F. MATHEWS.
 CL2309'
 CL2309'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 29 AND 199 IN
 CL2309'EAST DUBLIN, GO EASTERLY ALONG STATE ROUTE 29 FOR 1.9 MILES TO THE
 CL2309'JUNCTION OF DIRT COUNTY ROAD 68 CROSSING.  TURN LEFT GOING NORTH ALONG
 CL2309'COUNTY ROAD 68 FOR 0.2 MILE TO THE BETHLEHEM CHURCH AND THE STATION ON
 CL2309'THE LEFT.
 CL2309'
 CL2309'THE STATION IS LOCATED 195 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CL2309'68, 63.5 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 CL2309'AND 29.0 FEET EAST OF A WITNESS POST SET AT A CEMETERY FENCE.  IT IS
 CL2309'A STANDARD BRASS DISK STAMPED---087-204 1978 RM 1---, SET IN THE TOP
 CL2309'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2309'GROUND WITH STEEL RODS EMBEDDED.
 CL2309'
 CL2309'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2309'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2296 ***********************************************************************
 CL2296  DESIGNATION -  BV 087 205 GADT
 CL2296  PID         -  CL2296
 CL2296  STATE/COUNTY-  GA/LAURENS
 CL2296  USGS QUAD   -  EAST DUBLIN (1985)
 CL2296
 CL2296                         *CURRENT SURVEY CONTROL
 CL2296  ___________________________________________________________________
 CL2296* NAD 83(1994)-  32 31 21.93514(N)    082 45 45.48036(W)     ADJUSTED  
 CL2296* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL2296  ___________________________________________________________________
 CL2296  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL2296  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2296
 CL2296  HORZ ORDER  -  SECOND
 CL2296
 CL2296.The horizontal coordinates were established by classical geodetic methods
 CL2296.and adjusted by the National Geodetic Survey in September 1997..
 CL2296
 CL2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2296
 CL2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2296
 CL2296.The geoid height was determined by GEOID03.
 CL2296
 CL2296;                    North         East     Units Scale Factor Converg.
 CL2296;SPC GA E     -   279,837.178   144,012.254   MT  0.99993864   -0 19 13.5
 CL2296;SPC GA E     -   918,099.14    472,480.20   sFT  0.99993864   -0 19 13.5
 CL2296;UTM  17      - 3,599,751.398   334,450.291   MT  0.99993796   -0 56 52.3
 CL2296
 CL2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2296!SPC GA E     -   0.99999161  x   0.99993864  =   0.99993025
 CL2296!UTM  17      -   0.99999161  x   0.99993796  =   0.99992957
 CL2296
 CL2296|---------------------------------------------------------------------|
 CL2296| PID    Reference Object                     Distance      Geod. Az  |
 CL2296|                                                           dddmmss.s |
 CL2296| CL2311 BV 087 205 GADT AZ TPT               12.543 METERS 25122     |
 CL2296| CL2298 BV 087 205 GADT AZ MK               498.068 METERS 2512210.9 |
 CL2296| CL2312 BV 087 205 GADT RM 1                 12.991 METERS 27702     |
 CL2296|---------------------------------------------------------------------|
 CL2296
 CL2296                          SUPERSEDED SURVEY CONTROL
 CL2296
 CL2296  NAD 83(1986)-  32 31 21.93887(N)    082 45 45.47897(W) AD(       ) 2
 CL2296  NAD 27      -  32 31 21.34141(N)    082 45 45.98106(W) AD(       ) 2
 CL2296  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL2296
 CL2296.Superseded values are not recommended for survey control.
 CL2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2296.See file dsdata.txt to determine how the superseded data were derived.
 CL2296
 CL2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3445099751(NAD 83)
 CL2296_MARKER: DD = SURVEY DISK
 CL2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2296+STABILITY: SURFACE MOTION
 CL2296
 CL2296  HISTORY     - Date     Condition        Report By
 CL2296  HISTORY     - 1978     MONUMENTED       GADT
 CL2296
 CL2296                          STATION DESCRIPTION
 CL2296
 CL2296'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2296'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTH-SOUTHEAST OF
 CL2296'BREWTON, 5-3/4 MILES WEST-SOUTHWEST OF SCOTT, AND 6-3/4 MILES
 CL2296'EAST-SOUTHEAST OF DUBLIN ON THE PROPERTY OF MR. E.B. WARNOCK, 731
 CL2296'CENTRAL DRIVE, EAST DUBLIN.  TELEPHONE 912-272-7157.
 CL2296'
 CL2296'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2296'ROUTE 29 APPROXIMATELY 4-3/4 MILES EAST-SOUTHEAST OF EAST DUBLIN, GO
 CL2296'EAST ALONG STATE ROUTE 86 FOR 1.7 MILES TO THE JUNCTION OF PAVED
 CL2296'COUNTY ROAD 83 TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 86
 CL2296'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST
 CL2296'ALONG STATE ROUTE 86 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL2296'
 CL2296'THE STATION IS LOCATED 64 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL2296'THE HIGHWAY, 49.9 FEET SOUTH-SOUTHWEST OF THE WEST END OF AN 18 INCH
 CL2296'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH TO A WHITE HOUSE WITH GRAY
 CL2296'ROOF RENTED BY MR. WADE SHEPARD, 3.5 FEET NORTHWEST OF A POWER POLE,
 CL2296'86.0 FEET NORTH-NORTHWEST OF AN 8 INCH PECAN TREE, AND 2.8 FEET WEST
 CL2296'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---087-205
 CL2296'1978---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2296'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 CL2296'UNDERGROUND STATION IS A STANDARD DISK STAMPED---087-205 1978---, SET
 CL2296'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.86 METER BELOW THE
 CL2296'SURFACE OF THE GROUND.
 CL2296'
 CL2296'REFERENCE MARK 1 IS LOCATED 42 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 CL2296'OF THE HIGHWAY, 70.6 FEET SOUTHWEST OF THE WEST END OF THE 18 INCH
 CL2296'CONCRETE CULVERT UNDER THE DRIVEWAY, 46.2 FEET WEST-NORTHWEST OF THE
 CL2296'POWER POLE, 118.7 FEET NORTHWEST OF THE 8 INCH PECAN TREE, AND 2.8
 CL2296'FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2296'STAMPED---087-205 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2296'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2296'STEEL RODS EMBEDDED.
 CL2296'
 CL2296'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTH OF THE CENTERLINE OF THE
 CL2296'HIGHWAY, 87.8 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A GRAY
 CL2296'TRANSFORMER ON THE NORTH SIDE OF THE HIGHWAY, 93.7 FEET SOUTHEAST OF A
 CL2296'POWER POLE WITH A BLACK TRANSFORMER ON THE NORTH SIDE OF THE HIGHWAY,
 CL2296'AND 2.9 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2296'STAMPED---087-205 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2296'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2296'STEEL RODS EMBEDDED.
 CL2296'
 CL2296'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2296'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2298 ***********************************************************************
 CL2298  DESIGNATION -  BV 087 205 GADT AZ MK
 CL2298  PID         -  CL2298
 CL2298  STATE/COUNTY-  GA/LAURENS
 CL2298  USGS QUAD   -  EAST DUBLIN (1985)
 CL2298
 CL2298                         *CURRENT SURVEY CONTROL
 CL2298  ___________________________________________________________________
 CL2298* NAD 83(1994)-  32 31 16.76951(N)    082 46 03.56451(W)     ADJUSTED  
 CL2298* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 CL2298  ___________________________________________________________________
 CL2298  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL2298  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2298
 CL2298  HORZ ORDER  -  SECOND
 CL2298
 CL2298.The horizontal coordinates were established by classical geodetic methods
 CL2298.and adjusted by the National Geodetic Survey in September 1997..
 CL2298
 CL2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2298
 CL2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2298
 CL2298.The geoid height was determined by GEOID03.
 CL2298
 CL2298;                    North         East     Units Scale Factor Converg.
 CL2298;SPC GA E     -   279,680.716   143,539.432   MT  0.99993930   -0 19 23.2
 CL2298;SPC GA E     -   917,585.82    470,928.95   sFT  0.99993930   -0 19 23.2
 CL2298;UTM  17      - 3,599,600.123   333,975.783   MT  0.99993991   -0 57 01.9
 CL2298
 CL2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2298!SPC GA E     -   0.99999491  x   0.99993930  =   0.99993421
 CL2298!UTM  17      -   0.99999491  x   0.99993991  =   0.99993482
 CL2298
 CL2298                          SUPERSEDED SURVEY CONTROL
 CL2298
 CL2298  NAD 83(1986)-  32 31 16.77321(N)    082 46 03.56315(W) AD(       ) 2
 CL2298  NAD 27      -  32 31 16.17557(N)    082 46 04.06466(W) AD(       ) 2
 CL2298  NGVD 29 (07/19/86)   61.     (m)          200.     (f) VERT ANG       
 CL2298
 CL2298.Superseded values are not recommended for survey control.
 CL2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2298.See file dsdata.txt to determine how the superseded data were derived.
 CL2298
 CL2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3397699600(NAD 83)
 CL2298_MARKER: DD = SURVEY DISK
 CL2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2298+STABILITY: SURFACE MOTION
 CL2298
 CL2298  HISTORY     - Date     Condition        Report By
 CL2298  HISTORY     - 1978     MONUMENTED       GADT
 CL2298
 CL2298                          STATION DESCRIPTION
 CL2298
 CL2298'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2298'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTH-SOUTHEAST OF
 CL2298'BREWTON, 6-1/2 MILES EAST-SOUTHEAST OF DUBLIN, AND 6 MILES
 CL2298'WEST-SOUTHWEST OF SCOTT ON STATE RIGHT OF WAY.
 CL2298'
 CL2298'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2298'ROUTE 29 APPROXIMATELY 4-3/4 MILES EAST-SOUTHEAST OF EAST DUBLIN, GO
 CL2298'EAST ALONG STATE ROUTE 86 FOR 1.7 MILES TO THE JUNCTION OF PAVED
 CL2298'COUNTY ROAD 83 TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 86
 CL2298'FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 CL2298'
 CL2298'THE STATION IS LOCATED 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CL2298'87.8 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A GRAY TRANSFORMER ON
 CL2298'THE NORTH SIDE OF THE HIGHWAY, 93.7 FEET SOUTHEAST OF A POWER POLE
 CL2298'WITH A BLACK TRANSFORMER ON THE NORTH SIDE OF THE HIGHWAY, AND 2.9
 CL2298'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2298'STAMPED---087-205 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2298'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2298'STEEL RODS EMBEDDED.
 CL2298'
 CL2298'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2298'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2312 ***********************************************************************
 CL2312  DESIGNATION -  BV 087 205 GADT RM 1
 CL2312  PID         -  CL2312
 CL2312  STATE/COUNTY-  GA/LAURENS
 CL2312  USGS QUAD   -  EAST DUBLIN (1985)
 CL2312
 CL2312                         *CURRENT SURVEY CONTROL
 CL2312  ___________________________________________________________________
 CL2312* NAD 83(1994)-  32 31 21.98678(N)    082 45 45.97440(W)     ADJUSTED  
 CL2312* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL2312  ___________________________________________________________________
 CL2312  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL2312  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2312
 CL2312  HORZ ORDER  -  SECOND
 CL2312
 CL2312.The horizontal coordinates were established by classical geodetic methods
 CL2312.and adjusted by the National Geodetic Survey in September 1997..
 CL2312
 CL2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2312
 CL2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2312
 CL2312.The geoid height was determined by GEOID03.
 CL2312
 CL2312;                    North         East     Units Scale Factor Converg.
 CL2312;SPC GA E     -   279,838.841   143,999.371   MT  0.99993866   -0 19 13.8
 CL2312;SPC GA E     -   918,104.60    472,437.94   sFT  0.99993866   -0 19 13.8
 CL2312;UTM  17      - 3,599,753.201   334,437.426   MT  0.99993802   -0 56 52.6
 CL2312
 CL2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2312!SPC GA E     -   0.99999177  x   0.99993866  =   0.99993043
 CL2312!UTM  17      -   0.99999177  x   0.99993802  =   0.99992979
 CL2312
 CL2312                          SUPERSEDED SURVEY CONTROL
 CL2312
 CL2312  NAD 83(1986)-  32 31 21.99051(N)    082 45 45.97299(W) AD(       ) 2
 CL2312  NAD 27      -  32 31 21.39305(N)    082 45 46.47509(W) AD(       ) 2
 CL2312  NGVD 29 (07/19/86)   81.     (m)          266.     (f) VERT ANG       
 CL2312
 CL2312.Superseded values are not recommended for survey control.
 CL2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2312.See file dsdata.txt to determine how the superseded data were derived.
 CL2312
 CL2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3443799753(NAD 83)
 CL2312_MARKER: DD = SURVEY DISK
 CL2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2312+STABILITY: SURFACE MOTION
 CL2312
 CL2312  HISTORY     - Date     Condition        Report By
 CL2312  HISTORY     - 1978     MONUMENTED       GADT
 CL2312
 CL2312                          STATION DESCRIPTION
 CL2312
 CL2312'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2312'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTH-SOUTHEAST OF
 CL2312'BREWTON, 5-3/4 MILES WEST-SOUTHWEST OF SCOTT, AND 6-3/4 MILES
 CL2312'EAST-SOUTHEAST OF DUBLIN ON THE PROPERTY OF E.B. WARNOCK, 731 CENTRAL
 CL2312'DRIVE, EAST DUBLIN.  TELEPHONE 912-272-7157.
 CL2312'
 CL2312'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2312'ROUTE 29 APPPROXIMATELY 4-3/4 MILES EAST-SOUTHEAST OF EAST DUBLIN, GO
 CL2312'EAST ALONG STATE ROUTE 86 FOR 1.7 MILES TO THE JUNCTION OF PAVED
 CL2312'COUNTY ROAD 83 TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 86
 CL2312'FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 CL2312'
 CL2312'THE STATION IS LOCATED 42 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL2312'THE HIGHWAY, 70.6 FEET SOUTHWEST OF THE WEST END OF AN 18 INCH
 CL2312'CONCRETE SIDEDRAIN PIPE UNDER A DRIVEWAY TO A WHITE HOUSE WITH GRAY
 CL2312'ROOF RENTED BY MR. WADE SHEPPARD, 46.2 FEET WEST-NORTHWEST OF A POWER
 CL2312'POLE, 118.7 FEET NORTHWEST OF AN 8 INCH PECAN TREE, AND 2.8 FEET
 CL2312'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2312'STAMPED---087-205 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2312'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2312'STEEL RODS EMBEDDED.
 CL2312'
 CL2312'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2312'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2156 ***********************************************************************
 CL2156  DESIGNATION -  BV 087 206 GADT
 CL2156  PID         -  CL2156
 CL2156  STATE/COUNTY-  GA/LAURENS
 CL2156  USGS QUAD   -  LOWERY (1974)
 CL2156
 CL2156                         *CURRENT SURVEY CONTROL
 CL2156  ___________________________________________________________________
 CL2156* NAD 83(1994)-  32 21 39.89889(N)    082 48 16.74807(W)     ADJUSTED  
 CL2156* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2156  ___________________________________________________________________
 CL2156  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CL2156  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CL2156
 CL2156  HORZ ORDER  -  SECOND
 CL2156
 CL2156.The horizontal coordinates were established by classical geodetic methods
 CL2156.and adjusted by the National Geodetic Survey in September 1997..
 CL2156
 CL2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2156
 CL2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2156
 CL2156.The geoid height was determined by GEOID03.
 CL2156
 CL2156;                    North         East     Units Scale Factor Converg.
 CL2156;SPC GA E     -   261,932.277   139,957.663   MT  0.99994444   -0 20 29.4
 CL2156;SPC GA E     -   859,356.15    459,177.77   sFT  0.99994444   -0 20 29.4
 CL2156;UTM  17      - 3,581,891.776   330,200.278   MT  0.99995555   -0 57 58.2
 CL2156
 CL2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2156!SPC GA E     -   0.99999128  x   0.99994444  =   0.99993572
 CL2156!UTM  17      -   0.99999128  x   0.99995555  =   0.99994683
 CL2156
 CL2156|---------------------------------------------------------------------|
 CL2156| PID    Reference Object                     Distance      Geod. Az  |
 CL2156|                                                           dddmmss.s |
 CL2156| CL2155 BV 087 206 GADT RM 2                 27.276 METERS 14012     |
 CL2156| CL2154 BV 087 206 GADT AZ MK               APPROX. 2.0 KM 1401315.5 |
 CL2156| CL2157 BV 087 206 GADT RM 1                 29.013 METERS 31441     |
 CL2156|---------------------------------------------------------------------|
 CL2156
 CL2156                          SUPERSEDED SURVEY CONTROL
 CL2156
 CL2156  NAD 83(1986)-  32 21 39.90197(N)    082 48 16.74574(W) AD(       ) 2
 CL2156  NAD 27      -  32 21 39.28802(N)    082 48 17.24063(W) AD(       ) 2
 CL2156  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2156
 CL2156.Superseded values are not recommended for survey control.
 CL2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2156.See file dsdata.txt to determine how the superseded data were derived.
 CL2156
 CL2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3020081892(NAD 83)
 CL2156_MARKER: DD = SURVEY DISK
 CL2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2156+STABILITY: SURFACE MOTION
 CL2156
 CL2156  HISTORY     - Date     Condition        Report By
 CL2156  HISTORY     - 1979     MONUMENTED       GADT
 CL2156
 CL2156                          STATION DESCRIPTION
 CL2156
 CL2156'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2156'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES WEST OF LOTHAIR,
 CL2156'8-1/2 MILES SOUTHWEST OF ROCKLEDGE, AND 9-1/4 MILES SOUTH-SOUTHWEST
 CL2156'OF MINTER ON STATE RIGHT OF WAY.
 CL2156'
 CL2156'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2156'STATE ROUTE 19 APPROXIMATELY 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH
 CL2156'ALONG STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE
 CL2156'OVER TURKEY CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR
 CL2156'2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 CL2156'CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE
 CL2156'JUNCTION OF PAVED COUNTY ROAD 527 (POSTED---91864---ON STOP SIGN) TO
 CL2156'THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.05
 CL2156'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 153 TO THE RIGHT.  CONTINUE
 CL2156'GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 1.2 MILES TO THE JUNCTION OF
 CL2156'DIRT COUNTY ROAD 154 CROSSING.  CONTINUE GOING SOUTHEAST ALONG STATE
 CL2156'ROUTE 19 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CL2156'
 CL2156'THE STATION IS LOCATED 42.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL2156'HIGHWAY, 49 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2156'OF THE HIGHWAY, A DRIVEWAY TO THE SOUTHEAST AND A FORKED DRIVEWAY
 CL2156'(ACCESS TO TWO DIFFERENT FIELDS) TO THE NORTHEAST, 9.5 FEET
 CL2156'SOUTH-SOUTHWEST OF THE SOUTHEASTERN GATE POST OF A GATE TO THE
 CL2156'SOUTHEASTERN MOST ONE OF THE TWO FIELDS, 6.0 FEET SOUTHWEST OF A
 CL2156'FENCELINE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CL2156'BRASS DISK STAMPED---087-206 1979---, SET IN THE TOP OF A 10 INCH
 CL2156'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2156'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2156'STAMPED---087-206 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2156'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL2156'
 CL2156'REFERENCE MARK 1 IS LOCATED 43 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL2156'HIGHWAY, 82 FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2156'CENTERLINES OF THE HIGHWAY, THE DRIVEWAY TO THE SOUTHWEST, AND THE
 CL2156'FORKED DRIVEWAY TO THE NORTHEAST, 8.5 FEET SOUTHWEST OF THE FENCELINE,
 CL2156'AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2156'STAMPED---087-206 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2156'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2156'STEEL RODS EMBEDDED.
 CL2156'
 CL2156'REFERENCE MARK 2 IS LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL2156'HIGHWAY, 40.0 FEET WEST-NORTHWEST OF A RIGHT OF WAY MARKER, 12.0 FEET
 CL2156'SOUTHWEST OF A FENCELINE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.
 CL2156'IT IS A STANDARD DISK STAMPED---087-206 1979 RM 2---, SET IN THE TOP
 CL2156'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2156'GROUND WITH STEEL RODS EMBEDDED.
 CL2156'
 CL2156'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG STATE
 CL2156'ROUTE 19 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED
 CL2156'36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 71.5 FEET EAST OF
 CL2156'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A
 CL2156'DRIVEWAY TO THE NORTHEAST, 73.5 FEET SOUTH OF THE WEST CORNER OF AN
 CL2156'OLD HOUSE, 17.0 FEET WEST-SOUTHWEST OF A 30 INCH OAK TREE, AND 3.0
 CL2156'FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2156'STAMPED---087-206 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2156'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2156'STEEL RODS EMBEDDED.
 CL2156'
 CL2156'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2156'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2154 ***********************************************************************
 CL2154  DESIGNATION -  BV 087 206 GADT AZ MK
 CL2154  PID         -  CL2154
 CL2154  STATE/COUNTY-  GA/LAURENS
 CL2154  USGS QUAD   -  LOWERY (1974)
 CL2154
 CL2154                         *CURRENT SURVEY CONTROL
 CL2154  ___________________________________________________________________
 CL2154* NAD 83(1994)-  32 20 49.53557(N)    082 47 27.35662(W)     ADJUSTED  
 CL2154* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL2154  ___________________________________________________________________
 CL2154  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CL2154  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CL2154
 CL2154  HORZ ORDER  -  SECOND
 CL2154
 CL2154.The horizontal coordinates were established by classical geodetic methods
 CL2154.and adjusted by the National Geodetic Survey in September 1997..
 CL2154
 CL2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2154
 CL2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2154
 CL2154.The geoid height was determined by GEOID03.
 CL2154
 CL2154;                    North         East     Units Scale Factor Converg.
 CL2154;SPC GA E     -   260,373.407   141,239.847   MT  0.99994256   -0 20 02.5
 CL2154;SPC GA E     -   854,241.75    463,384.40   sFT  0.99994256   -0 20 02.5
 CL2154;UTM  17      - 3,580,319.007   331,465.406   MT  0.99995028   -0 57 30.5
 CL2154
 CL2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2154!SPC GA E     -   0.99999270  x   0.99994256  =   0.99993526
 CL2154!UTM  17      -   0.99999270  x   0.99995028  =   0.99994298
 CL2154
 CL2154                          SUPERSEDED SURVEY CONTROL
 CL2154
 CL2154  NAD 83(1986)-  32 20 49.53872(N)    082 47 27.35426(W) AD(       ) 2
 CL2154  NAD 27      -  32 20 48.92350(N)    082 47 27.85036(W) AD(       ) 2
 CL2154  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL2154
 CL2154.Superseded values are not recommended for survey control.
 CL2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2154.See file dsdata.txt to determine how the superseded data were derived.
 CL2154
 CL2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3146580319(NAD 83)
 CL2154_MARKER: DD = SURVEY DISK
 CL2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2154+STABILITY: SURFACE MOTION
 CL2154
 CL2154  HISTORY     - Date     Condition        Report By
 CL2154  HISTORY     - 1979     MONUMENTED       GADT
 CL2154
 CL2154                          STATION DESCRIPTION
 CL2154
 CL2154'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2154'THE STATION IS LOCATED APPROXIMATELY 8 MILES WEST OF LOTHAIR, 8-3/4
 CL2154'MILES SOUTHWEST OF ROCKLEDGE, AND 10 MILES SOUTH OF MINTER ON STATE
 CL2154'RIGHT OF WAY.
 CL2154'
 CL2154'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2154'STATE ROUTE 19 APPROXIMATELY 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH
 CL2154'ALONG STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE
 CL2154'OVER TURKEY CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR
 CL2154'2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 CL2154'CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE
 CL2154'JUNCTION OF PAVED COUNTY ROAD 527 (POSTED---91864---ON STOP SIGN) TO
 CL2154'THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.05
 CL2154'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 153 TO THE RIGHT.  CONTINUE
 CL2154'GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 1.2 MILES TO THE JUNCTION OF
 CL2154'DIRT COUNTY ROAD 154 CROSSING.  CONTINUE GOING SOUTHEAST ALONG STATE
 CL2154'ROUTE 19 FOR 1.6 MILES TO THE STATION ON THE LEFT.
 CL2154'
 CL2154'THE STATION IS LOCATED 36 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL2154'HIGHWAY, 71.5 FEET EAST OF THE POINT OF INTERSECTION OF THE
 CL2154'CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST, 73.5 FEET
 CL2154'SOUTH OF THE WEST CORNER OF AN OLD HOUSE, 17.0 FEET WEST-SOUTHWEST OF
 CL2154'A 30 INCH OAK TREE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 CL2154'STANDARD BRASS DISK STAMPED---087-206 1979 AZ MK---, SET IN THE TOP OF
 CL2154'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2154'GROUND WITH STEEL RODS EMBEDDED.
 CL2154'
 CL2154'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2154'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2155 ***********************************************************************
 CL2155  DESIGNATION -  BV 087 206 GADT RM 2
 CL2155  PID         -  CL2155
 CL2155  STATE/COUNTY-  GA/LAURENS
 CL2155  USGS QUAD   -  LOWERY (1974)
 CL2155
 CL2155                         *CURRENT SURVEY CONTROL
 CL2155  ___________________________________________________________________
 CL2155* NAD 83(1994)-  32 21 39.21851(N)    082 48 16.08037(W)     ADJUSTED  
 CL2155* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2155  ___________________________________________________________________
 CL2155  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 CL2155  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CL2155
 CL2155  HORZ ORDER  -  SECOND
 CL2155
 CL2155.The horizontal coordinates were established by classical geodetic methods
 CL2155.and adjusted by the National Geodetic Survey in September 1997..
 CL2155
 CL2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2155
 CL2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2155
 CL2155.The geoid height was determined by GEOID03.
 CL2155
 CL2155;                    North         East     Units Scale Factor Converg.
 CL2155;SPC GA E     -   261,911.217   139,974.994   MT  0.99994442   -0 20 29.0
 CL2155;SPC GA E     -   859,287.05    459,234.63   sFT  0.99994442   -0 20 29.0
 CL2155;UTM  17      - 3,581,870.528   330,217.379   MT  0.99995548   -0 57 57.9
 CL2155
 CL2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2155!SPC GA E     -   0.99999128  x   0.99994442  =   0.99993570
 CL2155!UTM  17      -   0.99999128  x   0.99995548  =   0.99994676
 CL2155
 CL2155                          SUPERSEDED SURVEY CONTROL
 CL2155
 CL2155  NAD 83(1986)-  32 21 39.22159(N)    082 48 16.07804(W) AD(       ) 2
 CL2155  NAD 27      -  32 21 38.60763(N)    082 48 16.57294(W) AD(       ) 2
 CL2155  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2155
 CL2155.Superseded values are not recommended for survey control.
 CL2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2155.See file dsdata.txt to determine how the superseded data were derived.
 CL2155
 CL2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3021781871(NAD 83)
 CL2155_MARKER: DD = SURVEY DISK
 CL2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2155+STABILITY: SURFACE MOTION
 CL2155
 CL2155  HISTORY     - Date     Condition        Report By
 CL2155  HISTORY     - 1979     MONUMENTED       GADT
 CL2155
 CL2155                          STATION DESCRIPTION
 CL2155
 CL2155'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2155'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES WEST OF LOTHAIR,
 CL2155'8-1/2 MILES SOUTHWEST OF ROCKLEDGE, AND 9-1/4 MILES SOUTH-SOUTHWEST OF
 CL2155'MINTER ON STATE RIGHT OF WAY.
 CL2155'
 CL2155'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATTE HIGHWAY 16 AND
 CL2155'STATE ROUTE 19 APPROXIMATELY 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH
 CL2155'ALONG STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE
 CL2155'OVER TURKEY CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR
 CL2155'2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 CL2155'CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE
 CL2155'JUNCTION OF PAVED COUNTY ROAD 527 (POSTED---91864---ON STOP SIGN) TO
 CL2155'THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.05
 CL2155'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 153 TO THE RIGHT.  CONTINUE
 CL2155'GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 1.2 MILES TO THE JUNCTION OF
 CL2155'DIRT COUNTY ROAD 154 CROSSING.  CONTINUE GOING SOUTHEAST ALONG STATE
 CL2155'ROUTE 19 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CL2155'
 CL2155'THE STATION IS LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL2155'HIGHWAY, 40.0 FEET WEST-NORTHWEST OF A RIGHT OF WAY MARKER, 12.0 FEET
 CL2155'SOUTHWEST OF A FENCELINE AND 3.0 FEET SOUTHWEST OF A WITNESS POST.  IT
 CL2155'IS A STANDARD BRASS DISK STAMPED---087-206 1979 RM 2---, SET IN THE
 CL2155'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2155'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2155'
 CL2155'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2155'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2157 ***********************************************************************
 CL2157  DESIGNATION -  BV 087 206 GADT RM 1
 CL2157  PID         -  CL2157
 CL2157  STATE/COUNTY-  GA/LAURENS
 CL2157  USGS QUAD   -  LOWERY (1974)
 CL2157
 CL2157                         *CURRENT SURVEY CONTROL
 CL2157  ___________________________________________________________________
 CL2157* NAD 83(1994)-  32 21 40.56111(N)    082 48 17.53719(W)     ADJUSTED  
 CL2157* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2157  ___________________________________________________________________
 CL2157  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CL2157  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CL2157
 CL2157  HORZ ORDER  -  SECOND
 CL2157
 CL2157.The horizontal coordinates were established by classical geodetic methods
 CL2157.and adjusted by the National Geodetic Survey in September 1997..
 CL2157
 CL2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2157
 CL2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2157
 CL2157.The geoid height was determined by GEOID03.
 CL2157
 CL2157;                    North         East     Units Scale Factor Converg.
 CL2157;SPC GA E     -   261,952.798   139,937.155   MT  0.99994447   -0 20 29.8
 CL2157;SPC GA E     -   859,423.47    459,110.48   sFT  0.99994447   -0 20 29.8
 CL2157;UTM  17      - 3,581,912.519   330,179.995   MT  0.99995564   -0 57 58.7
 CL2157
 CL2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2157!SPC GA E     -   0.99999128  x   0.99994447  =   0.99993575
 CL2157!UTM  17      -   0.99999128  x   0.99995564  =   0.99994692
 CL2157
 CL2157                          SUPERSEDED SURVEY CONTROL
 CL2157
 CL2157  NAD 83(1986)-  32 21 40.56419(N)    082 48 17.53486(W) AD(       ) 2
 CL2157  NAD 27      -  32 21 39.95026(N)    082 48 18.02973(W) AD(       ) 2
 CL2157  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2157
 CL2157.Superseded values are not recommended for survey control.
 CL2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2157.See file dsdata.txt to determine how the superseded data were derived.
 CL2157
 CL2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3018081913(NAD 83)
 CL2157_MARKER: DD = SURVEY DISK
 CL2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2157+STABILITY: SURFACE MOTION
 CL2157
 CL2157  HISTORY     - Date     Condition        Report By
 CL2157  HISTORY     - 1979     MONUMENTED       GADT
 CL2157
 CL2157                          STATION DESCRIPTION
 CL2157
 CL2157'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2157'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES WEST OF LOTHAIR,
 CL2157'8-1/2 MILES SOUTHWEST OF ROCKLEDGE, AND 9-1/4 MILES SOUTH-SOUTHWEST
 CL2157'OF MINTER ON STATE RIGHT OF WAY.
 CL2157'
 CL2157'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2157'STATE ROUTE 19 APPROXIMATELY 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH
 CL2157'ALONG STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE
 CL2157'OVER TURKEY CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR
 CL2157'2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 CL2157'CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE
 CL2157'JUNCTION OF PAVED COUNTY ROAD 527 (POSTED---91864---ON STOP SIGN) TO
 CL2157'THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 2.05
 CL2157'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 153 TO THE RIGHT.  CONTINUE
 CL2157'GOING SOUTHEAST ALONG STATE ROUTE 19 FOR 1.2 MILES TO THE JUNCTION OF
 CL2157'DIRT COUNTY ROAD 154 CROSSING.  CONTINUE GOING SOUTHEAST ALONG STATE
 CL2157'ROUTE 19 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CL2157'
 CL2157'THE STATION IS LOCATED 43 FEET NORTHEAST OF THE CENTERLINE OF THE
 CL2157'HIGHWAY, 82 FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2157'CENTERLINES OF THE HIGHWAY, A DRIVEWAY TO THE SOUTHWEST, AND A FORKED
 CL2157'DRIVEWAY (ACCESS TO TWO DIFFERENT FIELDS) TO THE NORTHEAST, 8.5 FEET
 CL2157'SOUTHWEST OF A FENCELINE, AND 3.0 FEET SOUTHWEST OF A WITNESS POST.
 CL2157'IT IS A STANDARD BRASS DISK STAMPED---087-206 1979 RM 1---, SET IN THE
 CL2157'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2157'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2157'
 CL2157'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2157'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2152 ***********************************************************************
 CL2152  DESIGNATION -  BV 087 207 GADT
 CL2152  PID         -  CL2152
 CL2152  STATE/COUNTY-  GA/LAURENS
 CL2152  USGS QUAD   -  MINTER (1985)
 CL2152
 CL2152                         *CURRENT SURVEY CONTROL
 CL2152  ___________________________________________________________________
 CL2152* NAD 83(1994)-  32 22 37.64575(N)    082 50 52.58632(W)     ADJUSTED  
 CL2152* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 CL2152  ___________________________________________________________________
 CL2152  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2152  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CL2152
 CL2152  HORZ ORDER  -  SECOND
 CL2152
 CL2152.The horizontal coordinates were established by classical geodetic methods
 CL2152.and adjusted by the National Geodetic Survey in September 1997..
 CL2152
 CL2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2152
 CL2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2152
 CL2152.The geoid height was determined by GEOID03.
 CL2152
 CL2152;                    North         East     Units Scale Factor Converg.
 CL2152;SPC GA E     -   263,736.076   135,894.932   MT  0.99995066   -0 21 53.4
 CL2152;SPC GA E     -   865,274.11    445,848.62   sFT  0.99995066   -0 21 53.4
 CL2152;UTM  17      - 3,583,739.803   326,157.393   MT  0.99997269   -0 59 23.3
 CL2152
 CL2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2152!SPC GA E     -   0.99999237  x   0.99995066  =   0.99994303
 CL2152!UTM  17      -   0.99999237  x   0.99997269  =   0.99996506
 CL2152
 CL2152|---------------------------------------------------------------------|
 CL2152| PID    Reference Object                     Distance      Geod. Az  |
 CL2152|                                                           dddmmss.s |
 CL2152| CL2151 BV 087 207 GADT RM 1                 26.563 METERS 04438     |
 CL2152| CL2153 BV 087 207 GADT AZ TPT               17.233 METERS 22508     |
 CL2152| CL2158 BV 087 207 GADT AZ MK               APPROX. 1.1 KM 2251234.7 |
 CL2152|---------------------------------------------------------------------|
 CL2152
 CL2152                          SUPERSEDED SURVEY CONTROL
 CL2152
 CL2152  NAD 83(1986)-  32 22 37.64868(N)    082 50 52.58398(W) AD(       ) 2
 CL2152  NAD 27      -  32 22 37.03596(N)    082 50 53.07469(W) AD(       ) 2
 CL2152  NGVD 29 (07/19/86)   77.     (m)          253.     (f) VERT ANG       
 CL2152
 CL2152.Superseded values are not recommended for survey control.
 CL2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2152.See file dsdata.txt to determine how the superseded data were derived.
 CL2152
 CL2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR2615783740(NAD 83)
 CL2152_MARKER: DD = SURVEY DISK
 CL2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2152+STABILITY: SURFACE MOTION
 CL2152
 CL2152  HISTORY     - Date     Condition        Report By
 CL2152  HISTORY     - 1979     MONUMENTED       GADT
 CL2152
 CL2152                          STATION DESCRIPTION
 CL2152
 CL2152'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2152'THE STATION IS LOCATED APPROXIMATELY 9 MILES EAST OF RENTZ, 9-3/4
 CL2152'MILES WEST-SOUTHWEST OF ROCKLEDGE, AND 12-1/4 MILES SOUTH OF
 CL2152'DUBLIN ON COUNTY RIGHT OF WAY.
 CL2152'
 CL2152'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 16 AND STATE
 CL2152'ROUTE 19 LOCATED APPROXIMATELY 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH
 CL2152'ALONG STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE
 CL2152'OVER TURKEY CREEK.  CONTINUE GOING SOUTH ALONG STATE ROUTE 19 FOR
 CL2152'2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 CL2152'CONTINUE SOUTH ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE JUNCTION OF
 CL2152'PAVED COUNTY ROAD 527 (POSTED---91864---ON STOP SIGN) TO THE RIGHT.
 CL2152'CONTINUE SOUTH ALONG STATE ROUTE 19 FOR 0.8 MILE TO THE JUNCTION OF
 CL2152'DIRT COUNTY ROADS 151 TO THE LEFT, AND 150 TO THE RIGHT.
 CL2152'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 150 FOR 1.25 MILES TO
 CL2152'THE STATION ON THE LEFT.
 CL2152'
 CL2152'THE STATION IS LOCATED 37 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2152'COUNTY ROAD 150, 32.0 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF AN
 CL2152'18 INCH CONCRETE PIPE UNDER A WOODS ROAD TO THE SOUTH, 53.1 FEET
 CL2152'SOUTH-SOUTHEAST OF THE SOUTHWEST END OF AN 18 INCH CONCRETE PIPE
 CL2152'CULVERT UNDER A FIELD ROAD TO THE NORTHWEST TO STORAGE BINS AND AN
 CL2152'EQUIPMENT BARN, 36.3 FEET NORTHEAST OF 12 INCH TWIN PINE TREES, AND
 CL2152'3.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2152'STAMPED---087-207 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2152'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2152'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2152'STAMPED---087-207 1979---, SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2152'CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL2152'
 CL2152'REFERENCE MARK 1 IS LOCATED 44 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2152'THE ROAD, 37.4 FEET EAST-NORTHEAST OF THE NORTHEAST END OF THE 18 INCH
 CL2152'CONCRETE PIPE UNDER THE WOODS ROAD, 80.0 FEET WEST-SOUTHWEST OF A
 CL2152'10 INCH OAK TREE, 63.0 FEET EAST-SOUTHEAST OF THE NORTHEAST END OF
 CL2152'THE 18 INCH CONCRETE PIPE CULVERT UNDER THE FIELD ROAD TO THE
 CL2152'NORTHWEST, AND 3.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 CL2152'STANDARD DISK STAMPED---087-207 1979 RM 1---, SET IN THE TOP OF A
 CL2152'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2152'GROUND WITH STEEL RODS EMBEDDED.
 CL2152'
 CL2152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG
 CL2152'COUNTY ROAD 150 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 CL2152'IS LOCATED 31.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 CL2152'4.8 FEET NORTH-NORTHWEST OF AN OLD FENCE LINE, 92.5 FEET NORTHEAST
 CL2152'OF A 30 INCH OAK TREE INSIDE THE FENCE, 44.5 FEET WEST OF A 6 INCH
 CL2152'OAK TREE INSIDE THE FENCE, 85.2 FEET SOUTHEAST OF A 10 INCH PINE TREE
 CL2152'ON THE NORTH SIDE OF THE ROAD, AND 3 FEET NORTH-NORTHWEST OF A WITNESS
 CL2152'POST.  IT IS A STANDARD DISK STAMPED---087-207 1979 AZ MK---, SET IN
 CL2152'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2152'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2152'
 CL2152'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2152'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2158 ***********************************************************************
 CL2158  DESIGNATION -  BV 087 207 GADT AZ MK
 CL2158  PID         -  CL2158
 CL2158  STATE/COUNTY-  GA/LAURENS
 CL2158  USGS QUAD   -  LOWERY (1974)
 CL2158
 CL2158                         *CURRENT SURVEY CONTROL
 CL2158  ___________________________________________________________________
 CL2158* NAD 83(1994)-  32 22 12.62034(N)    082 51 22.28964(W)     ADJUSTED  
 CL2158* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL2158  ___________________________________________________________________
 CL2158  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CL2158  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL2158
 CL2158  HORZ ORDER  -  SECOND
 CL2158
 CL2158.The horizontal coordinates were established by classical geodetic methods
 CL2158.and adjusted by the National Geodetic Survey in September 1997..
 CL2158
 CL2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2158
 CL2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2158
 CL2158.The geoid height was determined by GEOID03.
 CL2158
 CL2158;                    North         East     Units Scale Factor Converg.
 CL2158;SPC GA E     -   262,970.227   135,113.571   MT  0.99995190   -0 22 09.0
 CL2158;SPC GA E     -   862,761.49    443,285.11   sFT  0.99995190   -0 22 09.0
 CL2158;UTM  17      - 3,582,982.504   325,367.707   MT  0.99997608   -0 59 38.5
 CL2158
 CL2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2158!SPC GA E     -   0.99999096  x   0.99995190  =   0.99994286
 CL2158!UTM  17      -   0.99999096  x   0.99997608  =   0.99996704
 CL2158
 CL2158                          SUPERSEDED SURVEY CONTROL
 CL2158
 CL2158  NAD 83(1986)-  32 22 12.62326(N)    082 51 22.28726(W) AD(       ) 2
 CL2158  NAD 27      -  32 22 12.00978(N)    082 51 22.77707(W) AD(       ) 2
 CL2158  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL2158
 CL2158.Superseded values are not recommended for survey control.
 CL2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2158.See file dsdata.txt to determine how the superseded data were derived.
 CL2158
 CL2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR2536882983(NAD 83)
 CL2158_MARKER: DD = SURVEY DISK
 CL2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2158+STABILITY: SURFACE MOTION
 CL2158
 CL2158  HISTORY     - Date     Condition        Report By
 CL2158  HISTORY     - 1979     MONUMENTED       GADT
 CL2158
 CL2158                          STATION DESCRIPTION
 CL2158
 CL2158'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2158'THE STATION IS LOCATED APPROXIMATELY 8 MILES EAST OF RENTZ, 10-1/2
 CL2158'MILES WEST-SOUTHWEST OF ROCKLEDGE, AND 12-1/4 MILES SOUTH OF DUBLIN ON
 CL2158'COUNTY RIGHT OF WAY.
 CL2158'
 CL2158'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2158'STATE ROUTE 19 LOCATED 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH ALONG
 CL2158'STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE
 CL2158'OVER TURKEY CREEK.  CONTINUE GOING SOUTH ALONG STATE ROUTE 19 FOR
 CL2158'2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.
 CL2158'CONTINUE SOUTH ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE JUNCTION OF
 CL2158'PAVED COUNTY ROAD 527 (POSTED---91864---ON STOP SIGN) TO THE RIGHT.
 CL2158'CONTINUE SOUTH ALONG STATE ROUTE 19 FOR 0.8 MILE TO THE JUNCTION OF
 CL2158'DIRT COUNTY ROADS 151 TO THE LEFT, AND 150 TO THE RIGHT,
 CL2158'TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 150 FOR 2.0 MILES TO
 CL2158'THE STATION ON THE LEFT.
 CL2158'
 CL2158'THE STATION IS LOCATED 31.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL2158'THE ROAD, 4.8 FEET NORTH-NORTHWEST OF AN OLD FENCELINE, 92.5 FEET
 CL2158'NORTHEAST OF A 30 INCH OAK TREE INSIDE THE FENCE, 44.5 FEET WEST OF A
 CL2158'6 INCH OAK TREE INSIDE THE FENCE, 85.2 FEET SOUTHEAST OF A 10 INCH
 CL2158'PINE TREE ON THE NORTH SIDE OF THE ROAD, AND 3.0 FEET NORTH-NORTHWEST
 CL2158'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2158'STAMPED---087-207 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2158'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2158'STEEL RODS EMBEDDED.
 CL2158'
 CL2158'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2158'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2151 ***********************************************************************
 CL2151  DESIGNATION -  BV 087 207 GADT RM 1
 CL2151  PID         -  CL2151
 CL2151  STATE/COUNTY-  GA/LAURENS
 CL2151  USGS QUAD   -  MINTER (1985)
 CL2151
 CL2151                         *CURRENT SURVEY CONTROL
 CL2151  ___________________________________________________________________
 CL2151* NAD 83(1994)-  32 22 38.25945(N)    082 50 51.87246(W)     ADJUSTED  
 CL2151* NAVD 88     -        76.     (meters)     249.     (feet)  VERTCON   
 CL2151  ___________________________________________________________________
 CL2151  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2151  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CL2151
 CL2151  HORZ ORDER  -  SECOND
 CL2151
 CL2151.The horizontal coordinates were established by classical geodetic methods
 CL2151.and adjusted by the National Geodetic Survey in September 1997..
 CL2151
 CL2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2151
 CL2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2151
 CL2151.The geoid height was determined by GEOID03.
 CL2151
 CL2151;                    North         East     Units Scale Factor Converg.
 CL2151;SPC GA E     -   263,754.860   135,913.711   MT  0.99995063   -0 21 53.0
 CL2151;SPC GA E     -   865,335.74    445,910.23   sFT  0.99995063   -0 21 53.0
 CL2151;UTM  17      - 3,583,758.382   326,176.376   MT  0.99997260   -0 59 22.9
 CL2151
 CL2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2151!SPC GA E     -   0.99999253  x   0.99995063  =   0.99994316
 CL2151!UTM  17      -   0.99999253  x   0.99997260  =   0.99996513
 CL2151
 CL2151                          SUPERSEDED SURVEY CONTROL
 CL2151
 CL2151  NAD 83(1986)-  32 22 38.26239(N)    082 50 51.87012(W) AD(       ) 2
 CL2151  NAD 27      -  32 22 37.64969(N)    082 50 52.36086(W) AD(       ) 2
 CL2151  NGVD 29 (07/19/86)   76.     (m)          249.     (f) VERT ANG       
 CL2151
 CL2151.Superseded values are not recommended for survey control.
 CL2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2151.See file dsdata.txt to determine how the superseded data were derived.
 CL2151
 CL2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR2617683758(NAD 83)
 CL2151_MARKER: DD = SURVEY DISK
 CL2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2151+STABILITY: SURFACE MOTION
 CL2151
 CL2151  HISTORY     - Date     Condition        Report By
 CL2151  HISTORY     - 1979     MONUMENTED       GADT
 CL2151
 CL2151                          STATION DESCRIPTION
 CL2151
 CL2151'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2151'THE STATION IS LOCATED APPROXIMATELY 9 MILES EAST OF RENTZ, 9-3/4
 CL2151'MILES WEST-SOUTHWEST OF ROCKLEDGE, AND 12-1/4 MILES SOUTH OF DUBLIN ON
 CL2151'COUNTY RIGHT OF WAY.
 CL2151'
 CL2151'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2151'STATE ROUTE 19 LOCATED 3-3/4 MILES SOUTH OF DUBLIN, GO SOUTH ALONG
 CL2151'STATE ROUTE 19 FOR 2.55 MILES TO THE NORTH END OF THE BRIDGE OVER
 CL2151'TURKEY CREEK.  CONTINUE SOUTH ALONG STATE ROUTE 19 FOR 2.65 MILES TO
 CL2151'THE JUNCTION OF DIRT COUNTY ROAD 147 TO THE RIGHT.  CONTINUE SOUTH
 CL2151'ALONG STATE ROUTE 19 FOR 2.25 MILES TO THE JUNCTION OF PAVED COUNTY
 CL2151'ROAD 527 (POSTED---91864---ON STOP SIGN) TO THE RIGHT.  CONTINUE SOUTH
 CL2151'ALONG STATE ROUTE 19 FOR 0.8 MILE TO THE JUNCTION OF DIRT COUNTY ROADS
 CL2151'151 TO THE LEFT AND 150 TO THE RIGHT.  TURN RIGHT GOING WEST
 CL2151'ALONG COUNTY ROAD 150 FOR 1.25 MILES TO THE STATION ON THE LEFT.
 CL2151'
 CL2151'THE STATION IS LOCATED 44 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CL2151'COUNTY ROAD, 37.4 FEET EAST-NORTHEAST OF THE NORTHEAST END OF AN 18
 CL2151'INCH CONCRETE PIPE UNDER A WOODS ROAD TO THE SOUTH, 80.0 FEET
 CL2151'WEST-SOUTHWEST OF A 10 INCH OAK TREE, 63.0 FEET EAST-SOUTHEAST OF THE
 CL2151'NORTH END OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD ROAD TO THE
 CL2151'NORTHWEST,
 CL2151'AND 3.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2151'STAMPED---087-207 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2151'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2151'STEEL RODS EMBEDDED.
 CL2151'
 CL2151'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2151'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2145 ***********************************************************************
 CL2145  DESIGNATION -  BV 087 210 GADT
 CL2145  PID         -  CL2145
 CL2145  STATE/COUNTY-  GA/LAURENS
 CL2145  USGS QUAD   -  MINTER (1985)
 CL2145
 CL2145                         *CURRENT SURVEY CONTROL
 CL2145  ___________________________________________________________________
 CL2145* NAD 83(1994)-  32 25 09.34435(N)    082 45 22.39457(W)     ADJUSTED  
 CL2145* NAVD 88     -        87.3    (meters)     286.     (feet)  VERTCON   
 CL2145  ___________________________________________________________________
 CL2145  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL2145  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CL2145
 CL2145  HORZ ORDER  -  FIRST
 CL2145
 CL2145.The horizontal coordinates were established by classical geodetic methods
 CL2145.and adjusted by the National Geodetic Survey in September 1997..
 CL2145
 CL2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2145
 CL2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2145
 CL2145.The geoid height was determined by GEOID03.
 CL2145
 CL2145;                    North         East     Units Scale Factor Converg.
 CL2145;SPC GA E     -   268,357.358   144,551.301   MT  0.99993790   -0 18 57.9
 CL2145;SPC GA E     -   880,435.77    474,248.73   sFT  0.99993790   -0 18 57.9
 CL2145;UTM  17      - 3,588,266.382   334,863.770   MT  0.99993629   -0 56 30.3
 CL2145
 CL2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2145!SPC GA E     -   0.99999075  x   0.99993790  =   0.99992865
 CL2145!UTM  17      -   0.99999075  x   0.99993629  =   0.99992704
 CL2145
 CL2145|---------------------------------------------------------------------|
 CL2145| PID    Reference Object                     Distance      Geod. Az  |
 CL2145|                                                           dddmmss.s |
 CL2145| CL2144 BV 087 210 GADT RM 1                 28.527 METERS 12041     |
 CL2145| CL2149 BV 087 210 GADT AZ MK               APPROX. 0.9 KM 3003521.7 |
 CL2145|---------------------------------------------------------------------|
 CL2145
 CL2145                          SUPERSEDED SURVEY CONTROL
 CL2145
 CL2145  NAD 83(1986)-  32 25 09.34749(N)    082 45 22.39249(W) AD(       ) 1
 CL2145  NAD 27      -  32 25 08.73949(N)    082 45 22.89293(W) AD(       ) 1
 CL2145  NGVD 29 (07/19/86)   87.5    (m)          287.     (f) VERT ANG       
 CL2145
 CL2145.Superseded values are not recommended for survey control.
 CL2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2145.See file dsdata.txt to determine how the superseded data were derived.
 CL2145
 CL2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3486488266(NAD 83)
 CL2145_MARKER: DD = SURVEY DISK
 CL2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2145+STABILITY: SURFACE MOTION
 CL2145
 CL2145  HISTORY     - Date     Condition        Report By
 CL2145  HISTORY     - 1979     MONUMENTED       GADT
 CL2145
 CL2145                          STATION DESCRIPTION
 CL2145
 CL2145'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2145'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-SOUTHWEST OF
 CL2145'ROCKLEDGE, 4-1/2 MILES SOUTH OF MINTER, AND 10 MILES WEST-NORTHWEST OF
 CL2145'SOPERTON ON STATE RIGHT OF WAY.
 CL2145'
 CL2145'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2145'STATE ROUTE 199 APPROXIMATELY 7 MILES SOUTHEAST OF DUBLIN, GO
 CL2145'SOUTHEAST ALONG STATE ROUTE 199 FOR 2.8 MILES TO THE JUNCTION OF DIRT
 CL2145'COUNTY ROAD 118 TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG STATE
 CL2145'ROUTE 199 FOR 2.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CL2145'GOING SOUTHWEST ALONG STATE ROUTE 199 FOR 0.55 MILE TO AN ABANDONED
 CL2145'STORE ON THE LEFT AND THE STATION ON THE RIGHT.
 CL2145'
 CL2145'THE STATION IS LOCATED 19 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2145'THE HIGHWAY, 86 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF
 CL2145'THE CENTERLINES OF THE HIGHWAY AND THE NORTHERNMOST EXIT OF A CIRCULAR
 CL2145'DRIVEWAY TO THE STORE, 111.0 FEET SOUTH-SOUTHWEST OF THE WESTERN
 CL2145'CORNER OF THE STORE BUILDING, 82.0 FEET EAST OF A POWER POLE, AND 2.5
 CL2145'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2145'STAMPED---087-210 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2145'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2145'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2145'STAMPED---087-210 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2145'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL2145'
 CL2145'REFERENCE MARK 1 IS LOCATED 23 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL2145'OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2145'CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST TO A HOUSE,
 CL2145'113.0 FEET SOUTH-SOUTHWEST OF THE WESTERN CORNER OF THE HOUSE, AND 3.0
 CL2145'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2145'STAMPED---087-210 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2145'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2145'STEEL RODS EMBEDDED.
 CL2145'
 CL2145'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. CURTIS GRAHAM AND MR. LEROY
 CL2145'GRAHAM.  TELEPHONE 912-272-8839 AND 912-272-5110.  IT IS LOCATED ON A
 CL2145'TERRACE IN A FIELD APPROXIMATELY 500 FEET NORTH-NORTHEAST OF THE
 CL2145'CENTERLINE OF THE HIGHWAY, AND 3.0 FEET EAST-SOUTHEAST OF A WITNESS
 CL2145'POST.  IT IS A STANDARD DISK STAMPED---087-210 1979 AZ MK---, SET IN
 CL2145'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2145'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2145'
 CL2145'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2145'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2149 ***********************************************************************
 CL2149  DESIGNATION -  BV 087 210 GADT AZ MK
 CL2149  PID         -  CL2149
 CL2149  STATE/COUNTY-  GA/LAURENS
 CL2149  USGS QUAD   -  MINTER (1985)
 CL2149
 CL2149                         *CURRENT SURVEY CONTROL
 CL2149  ___________________________________________________________________
 CL2149* NAD 83(1994)-  32 25 23.99218(N)    082 45 51.61089(W)     ADJUSTED  
 CL2149* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 CL2149  ___________________________________________________________________
 CL2149  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CL2149  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CL2149
 CL2149  HORZ ORDER  -  SECOND
 CL2149
 CL2149.The horizontal coordinates were established by classical geodetic methods
 CL2149.and adjusted by the National Geodetic Survey in September 1997..
 CL2149
 CL2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2149
 CL2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2149
 CL2149.The geoid height was determined by GEOID03.
 CL2149
 CL2149;                    North         East     Units Scale Factor Converg.
 CL2149;SPC GA E     -   268,812.774   143,790.521   MT  0.99993895   -0 19 13.7
 CL2149;SPC GA E     -   881,929.91    471,752.73   sFT  0.99993895   -0 19 13.7
 CL2149;UTM  17      - 3,588,730.079   334,108.009   MT  0.99993937   -0 56 46.3
 CL2149
 CL2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2149!SPC GA E     -   0.99999114  x   0.99993895  =   0.99993009
 CL2149!UTM  17      -   0.99999114  x   0.99993937  =   0.99993051
 CL2149
 CL2149                          SUPERSEDED SURVEY CONTROL
 CL2149
 CL2149  NAD 83(1986)-  32 25 23.99529(N)    082 45 51.60882(W) AD(       ) 2
 CL2149  NAD 27      -  32 25 23.38765(N)    082 45 52.10848(W) AD(       ) 2
 CL2149  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 CL2149
 CL2149.Superseded values are not recommended for survey control.
 CL2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2149.See file dsdata.txt to determine how the superseded data were derived.
 CL2149
 CL2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3410888730(NAD 83)
 CL2149_MARKER: DD = SURVEY DISK
 CL2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2149+STABILITY: SURFACE MOTION
 CL2149
 CL2149  HISTORY     - Date     Condition        Report By
 CL2149  HISTORY     - 1979     MONUMENTED       GADT
 CL2149
 CL2149                          STATION DESCRIPTION
 CL2149
 CL2149'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2149'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES WEST-SOUTHWEST OF
 CL2149'ROCKLEDGE, 4-1/4 MILES SOUTH OF MINTER, AND 10-3/4 MILES
 CL2149'WEST-NORTHWEST OF SOPERTON ON THE PROPERTY OF MR. CURTIS GRAHAM AND
 CL2149'LEROY GRAHAM.  TELEPHONE 912-272-8839 AND 912-272-5110.
 CL2149'
 CL2149'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2149'STATE ROUTE 199 APPROXIMATELY 7 MILES SOUTHEAST OF DUBLIN, GO
 CL2149'SOUTHEAST ALONG STATE ROUTE 199 FOR 2.8 MILES TO THE JUNCTION OF DIRT
 CL2149'COUNTY ROAD 118 TO THE LEFT.  CONCTINUE GOING SOUTHEAST ALONG STATE
 CL2149'ROUTE 199 FOR 2.05 MILES TO THE STATION ON THE LEFT.
 CL2149'
 CL2149'THE STATION IS LOCATED ON A TERRACE IN A FIELD APPROXIMATELY 500 FEET
 CL2149'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.0 FEET
 CL2149'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2149'STAMPED---087-210 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2149'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2149'STEEL RODS EMBEDDED.
 CL2149'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2149'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2144 ***********************************************************************
 CL2144  DESIGNATION -  BV 087 210 GADT RM 1
 CL2144  PID         -  CL2144
 CL2144  STATE/COUNTY-  GA/LAURENS
 CL2144  USGS QUAD   -  MINTER (1985)
 CL2144
 CL2144                         *CURRENT SURVEY CONTROL
 CL2144  ___________________________________________________________________
 CL2144* NAD 83(1994)-  32 25 08.87171(N)    082 45 21.45567(W)     ADJUSTED  
 CL2144* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL2144  ___________________________________________________________________
 CL2144  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL2144  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CL2144
 CL2144  HORZ ORDER  -  SECOND
 CL2144
 CL2144.The horizontal coordinates were established by classical geodetic methods
 CL2144.and adjusted by the National Geodetic Survey in September 1997..
 CL2144
 CL2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2144
 CL2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2144
 CL2144.The geoid height was determined by GEOID03.
 CL2144
 CL2144;                    North         East     Units Scale Factor Converg.
 CL2144;SPC GA E     -   268,342.664   144,575.751   MT  0.99993787   -0 18 57.4
 CL2144;SPC GA E     -   880,387.56    474,328.94   sFT  0.99993787   -0 18 57.4
 CL2144;UTM  17      - 3,588,251.423   334,888.058   MT  0.99993619   -0 56 29.8
 CL2144
 CL2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2144!SPC GA E     -   0.99999083  x   0.99993787  =   0.99992870
 CL2144!UTM  17      -   0.99999083  x   0.99993619  =   0.99992702
 CL2144
 CL2144                          SUPERSEDED SURVEY CONTROL
 CL2144
 CL2144  NAD 83(1986)-  32 25 08.87485(N)    082 45 21.45359(W) AD(       ) 2
 CL2144  NAD 27      -  32 25 08.26685(N)    082 45 21.95406(W) AD(       ) 2
 CL2144  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL2144
 CL2144.Superseded values are not recommended for survey control.
 CL2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2144.See file dsdata.txt to determine how the superseded data were derived.
 CL2144
 CL2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3488888251(NAD 83)
 CL2144_MARKER: DD = SURVEY DISK
 CL2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2144+STABILITY: SURFACE MOTION
 CL2144
 CL2144  HISTORY     - Date     Condition        Report By
 CL2144  HISTORY     - 1979     MONUMENTED       GADT
 CL2144
 CL2144                          STATION DESCRIPTION
 CL2144
 CL2144'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2144'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-SOUTHWEST OF
 CL2144'ROCKLEDGE, 4-1/2 MILES SOUTH OF MINTER, AND 10 MILES WEST-NORTHWEST OF
 CL2144'SOPERTON ON STATE RIGHT OF WAY.
 CL2144'
 CL2144'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2144'STATE ROUTE 199 APPROXIMATELY 7 MILES SOUTHEAST OF DUBLIN, GO
 CL2144'SOUTHEAST ALONG STATE ROUTE 199 FOR 2.8 MILES TO THE JUNCTION OF DIRT
 CL2144'COUNTY ROAD 118 TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG STATE
 CL2144'ROUTE 199 FOR 2.6 MILES TO THE STATION ON THE RIGHT.
 CL2144'
 CL2144'THE STATION IS LOCATED 23 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2144'THE HIGHWAY, 24 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2144'CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST TO A HOUSE,
 CL2144'113.0 FEET SOUTH-SOUTHWEST OF THE WESTERN CORNER OF THE HOUSE, AND 3.0
 CL2144'FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL2144'DISK STAMPED---087-210 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2144'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2144'STEEL RODS EMBEDDED.
 CL2144'
 CL2144'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2144'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2129 ***********************************************************************
 CL2129  DESIGNATION -  BV 087 211 GADT
 CL2129  PID         -  CL2129
 CL2129  STATE/COUNTY-  GA/LAURENS
 CL2129  USGS QUAD   -  ROCKLEDGE (1985)
 CL2129
 CL2129                         *CURRENT SURVEY CONTROL
 CL2129  ___________________________________________________________________
 CL2129* NAD 83(1994)-  32 24 54.33587(N)    082 44 47.45228(W)     ADJUSTED  
 CL2129* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 CL2129  ___________________________________________________________________
 CL2129  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2129  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CL2129
 CL2129  HORZ ORDER  -  FIRST
 CL2129
 CL2129.The horizontal coordinates were established by classical geodetic methods
 CL2129.and adjusted by the National Geodetic Survey in September 1997..
 CL2129
 CL2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2129
 CL2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2129
 CL2129.The geoid height was determined by GEOID03.
 CL2129
 CL2129;                    North         East     Units Scale Factor Converg.
 CL2129;SPC GA E     -   267,890.079   145,461.693   MT  0.99993667   -0 18 39.0
 CL2129;SPC GA E     -   878,902.70    477,235.57   sFT  0.99993667   -0 18 39.0
 CL2129;UTM  17      - 3,587,789.192   335,769.003   MT  0.99993261   -0 56 11.1
 CL2129
 CL2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2129!SPC GA E     -   0.99999182  x   0.99993667  =   0.99992849
 CL2129!UTM  17      -   0.99999182  x   0.99993261  =   0.99992443
 CL2129
 CL2129:                Primary Azimuth Mark                     Grid Az
 CL2129:SPC GA E     -  BV 087 211 GADT AZ MK                    126 13 46.2
 CL2129:UTM  17      -  BV 087 211 GADT AZ MK                    126 51 18.3
 CL2129
 CL2129|---------------------------------------------------------------------|
 CL2129| PID    Reference Object                     Distance      Geod. Az  |
 CL2129|                                                           dddmmss.s |
 CL2129| CL2127 BV 087 211 GADT AZ MK               APPROX. 0.5 KM 1255507.2 |
 CL2129| CL2128 BV 087 211 GADT RM 1                 20.416 METERS 12555     |
 CL2129|---------------------------------------------------------------------|
 CL2129
 CL2129                          SUPERSEDED SURVEY CONTROL
 CL2129
 CL2129  NAD 83(1986)-  32 24 54.33904(N)    082 44 47.45021(W) AD(       ) 1
 CL2129  NAD 27      -  32 24 53.73070(N)    082 44 47.95157(W) AD(       ) 1
 CL2129  NGVD 29 (07/19/86)   80.7    (m)          265.     (f) VERT ANG       
 CL2129
 CL2129.Superseded values are not recommended for survey control.
 CL2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2129.See file dsdata.txt to determine how the superseded data were derived.
 CL2129
 CL2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3576987789(NAD 83)
 CL2129_MARKER: DD = SURVEY DISK
 CL2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2129+STABILITY: SURFACE MOTION
 CL2129
 CL2129  HISTORY     - Date     Condition        Report By
 CL2129  HISTORY     - 1979     MONUMENTED       GADT
 CL2129
 CL2129                          STATION DESCRIPTION
 CL2129
 CL2129'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2129'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 CL2129'ROCKLEDGE, 5 MILES SOUTH-SOUTHEAST OF MINTER AND 9-1/2 MILES
 CL2129'WEST-NORTHWEST OF SOPERTON ON STATE RIGHT OF WAY.
 CL2129'
 CL2129'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2129'STATE ROUTE 199 LOCATED APPROXIMATELY 3-1/4 MILES WEST-SOUTHWEST OF
 CL2129'MINTER, GO SOUTHEAST ALONG STATE ROUTE 199 FOR 2.8 MILES TO THE
 CL2129'JUNCTION OF DIRT COUNTY ROAD 118 TO THE LEFT.  CONTINUE GOING
 CL2129'SOUTHEAST ALONG STATE ROUTE 199 FOR 3.2 MILES TO THE STATION ON THE
 CL2129'LEFT.
 CL2129'
 CL2129'THE STATION IS LOCATED 46.5 FEET NORTH OF THE CENTERLINE OF THE
 CL2129'HIGHWAY, 121.0 FEET EAST-SOUTHEAST OF A RIGHT OF WAY MARKER, 161.6
 CL2129'FEET NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY AND
 CL2129'3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS
 CL2129'A STANDARD BRASS DISK STAMPED---087-211 1979---, SET IN THE TOP OF A
 CL2129'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2129'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2129'STAMPED---087-211 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2129'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL2129'
 CL2129'REFERENCE MARK 1 IS LOCATED 37 FEET NORTH-NORTHEAST OF THE CENTERLINE
 CL2129'OF THE HIGHWAY, 31.0 FEET WEST OF A 36 INCH SYCAMORE TREE, 107.8 FEET
 CL2129'NORTH-NORTHWEST OF THE POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY,
 CL2129'AND 3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2129'STAMPED---087-211 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2129'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2129'STEEL RODS EMBEDDED.
 CL2129'
 CL2129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG STATE
 CL2129'ROUTE 199 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS
 CL2129'LOCATED 41.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.2
 CL2129'FEET SOUTH OF THE SOUTHEAST END OF AN 18 INCH CORRUGATED METAL PIPE
 CL2129'UNDER A DEAD END ACCESS ROAD TO THE SOUTHWEST, 150.6 FEET
 CL2129'WEST-NORTHWEST OF A POWER POLE ON THE NORTHEAST SIDE OF THE HIGHWAY,
 CL2129'AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2129'STAMPED---087-211 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2129'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2129'STEEL RODS EMBEDDED.
 CL2129'
 CL2129'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2129'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2127 ***********************************************************************
 CL2127  DESIGNATION -  BV 087 211 GADT AZ MK
 CL2127  PID         -  CL2127
 CL2127  STATE/COUNTY-  GA/LAURENS
 CL2127  USGS QUAD   -  ROCKLEDGE (1985)
 CL2127
 CL2127                         *CURRENT SURVEY CONTROL
 CL2127  ___________________________________________________________________
 CL2127* NAD 83(1994)-  32 24 44.04079(N)    082 44 30.69824(W)     ADJUSTED  
 CL2127* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 CL2127  ___________________________________________________________________
 CL2127  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CL2127  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CL2127
 CL2127  HORZ ORDER  -  SECOND
 CL2127
 CL2127.The horizontal coordinates were established by classical geodetic methods
 CL2127.and adjusted by the National Geodetic Survey in September 1997..
 CL2127
 CL2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2127
 CL2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2127
 CL2127.The geoid height was determined by GEOID03.
 CL2127
 CL2127;                    North         East     Units Scale Factor Converg.
 CL2127;SPC GA E     -   267,570.610   145,897.721   MT  0.99993608   -0 18 29.9
 CL2127;SPC GA E     -   877,854.58    478,666.11   sFT  0.99993608   -0 18 29.9
 CL2127;UTM  17      - 3,587,464.983   336,201.515   MT  0.99993086   -0 56 01.9
 CL2127
 CL2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2127!SPC GA E     -   0.99999162  x   0.99993608  =   0.99992770
 CL2127!UTM  17      -   0.99999162  x   0.99993086  =   0.99992248
 CL2127
 CL2127                          SUPERSEDED SURVEY CONTROL
 CL2127
 CL2127  NAD 83(1986)-  32 24 44.04399(N)    082 44 30.69618(W) AD(       ) 2
 CL2127  NAD 27      -  32 24 43.43539(N)    082 44 31.19798(W) AD(       ) 2
 CL2127  NGVD 29 (07/19/86)   82.     (m)          269.     (f) VERT ANG       
 CL2127
 CL2127.Superseded values are not recommended for survey control.
 CL2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2127.See file dsdata.txt to determine how the superseded data were derived.
 CL2127
 CL2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3620287465(NAD 83)
 CL2127_MARKER: DD = SURVEY DISK
 CL2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2127+STABILITY: SURFACE MOTION
 CL2127
 CL2127  HISTORY     - Date     Condition        Report By
 CL2127  HISTORY     - 1979     MONUMENTED       GADT
 CL2127
 CL2127                          STATION DESCRIPTION
 CL2127
 CL2127'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2127'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 CL2127'ROCKLEDGE, 5-1/4 MILES SOUTH-SOUTHEAST OF MINTER, AND 9 MILES
 CL2127'WEST-NORTHWEST OF SOPERTON ON STATE RIGHT OF WAY.
 CL2127'
 CL2127'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2127'STATE ROUTE 199 LOCATED APPROXIMATELY 3-1/4 MILES WEST-SOUTHWEST OF
 CL2127'MINTER, GO SOUTHEAST ALONG STATE ROUTE 199 FOR 2.8 MILES TO THE
 CL2127'JUNCTION OF DIRT COUNTY ROAD 118 TO THE LEFT.  CONTINUE GOING
 CL2127'SOUTHEAST ALONG STATE ROUTE 199 FOR 3.6 MILES TO THE STATION ON THE
 CL2127'RIGHT.
 CL2127'
 CL2127'THE STATION IS LOCATED 41.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2127'HIGHWAY, 16.2 FEET SOUTH OF THE SOUTHEAST END OF AN 18 INCH CORRUGATED
 CL2127'METAL PIPE UNDER A DEAD END ACCESS ROAD TO THE SOUTHWEST, 150.6 FEET
 CL2127'WEST-NORTHWEST OF A POWER POLE ON THE NORTHEAST SIDE OF THE HIGHWAY
 CL2127'AND 3.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2127'STAMPED---087-211 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2127'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2127'STEEL RODS EMBEDDED.
 CL2127'
 CL2127'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2127'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2128 ***********************************************************************
 CL2128  DESIGNATION -  BV 087 211 GADT RM 1
 CL2128  PID         -  CL2128
 CL2128  STATE/COUNTY-  GA/LAURENS
 CL2128  USGS QUAD   -  ROCKLEDGE (1985)
 CL2128
 CL2128                         *CURRENT SURVEY CONTROL
 CL2128  ___________________________________________________________________
 CL2128* NAD 83(1994)-  32 24 53.94710(N)    082 44 46.81946(W)     ADJUSTED  
 CL2128* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL2128  ___________________________________________________________________
 CL2128  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2128  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CL2128
 CL2128  HORZ ORDER  -  SECOND
 CL2128
 CL2128.The horizontal coordinates were established by classical geodetic methods
 CL2128.and adjusted by the National Geodetic Survey in September 1997..
 CL2128
 CL2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2128
 CL2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2128
 CL2128.The geoid height was determined by GEOID03.
 CL2128
 CL2128;                    North         East     Units Scale Factor Converg.
 CL2128;SPC GA E     -   267,878.015   145,478.162   MT  0.99993664   -0 18 38.7
 CL2128;SPC GA E     -   878,863.12    477,289.60   sFT  0.99993664   -0 18 38.7
 CL2128;UTM  17      - 3,587,776.949   335,785.339   MT  0.99993254   -0 56 10.8
 CL2128
 CL2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2128!SPC GA E     -   0.99999193  x   0.99993664  =   0.99992857
 CL2128!UTM  17      -   0.99999193  x   0.99993254  =   0.99992447
 CL2128
 CL2128                          SUPERSEDED SURVEY CONTROL
 CL2128
 CL2128  NAD 83(1986)-  32 24 53.95029(N)    082 44 46.81741(W) AD(       ) 2
 CL2128  NAD 27      -  32 24 53.34193(N)    082 44 47.31877(W) AD(       ) 2
 CL2128  NGVD 29 (07/19/86)   80.     (m)          262.     (f) VERT ANG       
 CL2128
 CL2128.Superseded values are not recommended for survey control.
 CL2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2128.See file dsdata.txt to determine how the superseded data were derived.
 CL2128
 CL2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3578587777(NAD 83)
 CL2128_MARKER: DD = SURVEY DISK
 CL2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2128+STABILITY: SURFACE MOTION
 CL2128
 CL2128  HISTORY     - Date     Condition        Report By
 CL2128  HISTORY     - 1979     MONUMENTED       GADT
 CL2128
 CL2128                          STATION DESCRIPTION
 CL2128
 CL2128'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2128'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 CL2128'ROCKLEDGE, 5 MILES SOUTH-SOUTHEAST OF MINTER, AND 9-1/2 MILES
 CL2128'WEST-NORTHWEST OF SOPERTON ON STATE RIGHT OF WAY.
 CL2128'
 CL2128'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2128'STATE ROUTE 199 LOCATED APPROXIMATELY 3-1/4 MILES WEST-SOUTHWEST OF
 CL2128'MINTER, GO SOUTH ALONG STATE ROUTE 199 FOR 2.8 MILES TO THE JUNCTION
 CL2128'OF DIRT COUNTY ROAD 118 TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG
 CL2128'STATE ROUTE 199 FOR 3.2 MILES TO THE STATION ON THE LEFT.
 CL2128'
 CL2128'THE STATION IS LOCATED 37 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 CL2128'THE HIGHWAY, 31.0 FEET WEST OF A 36 INCH SYCAMORE THREE, 107.8 FEET
 CL2128'NORTH-NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND
 CL2128'3.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL2128'DISK STAMPED---087-211 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2128'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2128'STEEL RODS  EMBEDDED.
 CL2128'
 CL2128'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2128'FROM--GENERAL HIGHWAY MAP LAURENS COUNTY 1977 REVISED MAR 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1527 ***********************************************************************
 BT1527  DESIGNATION -  BV 088 200
 BT1527  PID         -  BT1527
 BT1527  STATE/COUNTY-  GA/LEE
 BT1527  USGS QUAD   -  NEYAMI (1973)
 BT1527
 BT1527                         *CURRENT SURVEY CONTROL
 BT1527  ___________________________________________________________________
 BT1527* NAD 83(1994)-  31 51 26.60361(N)    084 13 53.47968(W)     ADJUSTED  
 BT1527* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 BT1527  ___________________________________________________________________
 BT1527  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BT1527  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1527
 BT1527  HORZ ORDER  -  SECOND
 BT1527
 BT1527.The horizontal coordinates were established by classical geodetic methods
 BT1527.and adjusted by the National Geodetic Survey in September 1997..
 BT1527
 BT1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1527
 BT1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1527
 BT1527.The geoid height was determined by GEOID03.
 BT1527
 BT1527;                    North         East     Units Scale Factor Converg.
 BT1527;SPC GA W     -   205,906.875   693,862.750   MT  0.99990046   -0 02 03.2
 BT1527;SPC GA W     -   675,546.14  2,276,448.04   sFT  0.99990046   -0 02 03.2
 BT1527;UTM  16      - 3,527,970.454   761,946.944   MT  1.00044633   +1 27 43.4
 BT1527
 BT1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1527!SPC GA W     -   0.99999008  x   0.99990046  =   0.99989054
 BT1527!UTM  16      -   0.99999008  x   1.00044633  =   1.00043641
 BT1527
 BT1527|---------------------------------------------------------------------|
 BT1527| PID    Reference Object                     Distance      Geod. Az  |
 BT1527|                                                           dddmmss.s |
 BT1527| BT1526 BV 088 200 GAHD 1973 PTA             17.311 METERS 13957     |
 BT1527| CY8459 BV 088 200 AZ MK                                   1541151.7 |
 BT1527|---------------------------------------------------------------------|
 BT1527
 BT1527                          SUPERSEDED SURVEY CONTROL
 BT1527
 BT1527  NAD 83(1986)-  31 51 26.60791(N)    084 13 53.48249(W) AD(       ) 2
 BT1527  NAD 27      -  31 51 26.00166(N)    084 13 53.80036(W) AD(       ) 2
 BT1527  NGVD 29 (07/19/86)   89.9    (m)          295.     (f) VERT ANG       
 BT1527
 BT1527.Superseded values are not recommended for survey control.
 BT1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1527.See file dsdata.txt to determine how the superseded data were derived.
 BT1527
 BT1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6194727970(NAD 83)
 BT1527_MARKER: DD = SURVEY DISK
 BT1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1527
 BT1527  HISTORY     - Date     Condition        Report By
 BT1527  HISTORY     - 1973     MONUMENTED       GADT
 BT1527  HISTORY     - 20050614 POOR             GREOMA
 BT1527
 BT1527                          STATION DESCRIPTION
 BT1527
 BT1527'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1527'THE STATION IS ABOUT 3.2 MILES SOUTH AND 1.3 MILE EAST OF
 BT1527'SMITHVILLE, 7.8 MILES EAST AND 1.5 MILE NORTH OF BRONWOOD, 8.2
 BT1527'MILES NORTH AND 3.5 MILES WEST OF LEESBURG.
 BT1527'
 BT1527'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND GA 118
 BT1527'IN SMITHVILLE, PROCEED SOUTH ON U.S. 19 FOR 3.45 MILES TO THE
 BT1527'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON
 BT1527'U.S. 19 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 BT1527'LEFT.
 BT1527'
 BT1527'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1527'DEPARTMENT, STAMPED 088-200.  THE SURFACE DISK IS SET IN THE TOP
 BT1527'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1527'THE GROUND.  IT IS 3.5 FEET SOUTH OF THE WITNESS POST, 33.9 FEET
 BT1527'WEST OF THE CENTERLINE OF THE PAVED ROAD, 150.9 FEET NORTHWEST OF
 BT1527'THE TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1527'MASS OF CONCRETE 1.8 FEET BELOW THE SURFACE DISK.
 BT1527'
 BT1527'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1527'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1527'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.0 FEET
 BT1527'NORTH OF THE TELEPHONE POLE, 27.0 FEET EAST OF THE CENTERLINE OF
 BT1527'THE RAILROAD, 42.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.
 BT1527'
 BT1527'HEIGHT OF LIGHT ABOVE STATION MARK 1.21 METERS.
 BT1527
 BT1527                          STATION RECOVERY (2005)
 BT1527
 BT1527'RECOVERY NOTE BY GREENHORNE-OMARA 2005 (RWL)
 BT1527'THE MARK MAY HAVE BEEN DISTURBED BY MOWING OR PLACEMENT OF A POWER
 BT1527'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1604 ***********************************************************************
 BT1604  DESIGNATION -  BV 088 201
 BT1604  PID         -  BT1604
 BT1604  STATE/COUNTY-  GA/LEE
 BT1604  USGS QUAD   -  LEESBURG (1988)
 BT1604
 BT1604                         *CURRENT SURVEY CONTROL
 BT1604  ___________________________________________________________________
 BT1604* NAD 83(1994)-  31 44 50.76933(N)    084 10 44.86379(W)     ADJUSTED  
 BT1604* NAVD 88     -        78.6    (meters)     258.     (feet)  VERTCON   
 BT1604  ___________________________________________________________________
 BT1604  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BT1604  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT1604
 BT1604  HORZ ORDER  -  SECOND
 BT1604
 BT1604.The horizontal coordinates were established by classical geodetic methods
 BT1604.and adjusted by the National Geodetic Survey in September 1997..
 BT1604
 BT1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1604
 BT1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1604
 BT1604.The geoid height was determined by GEOID03.
 BT1604
 BT1604;                    North         East     Units Scale Factor Converg.
 BT1604;SPC GA W     -   193,714.263   698,819.313   MT  0.99990002   -0 00 23.6
 BT1604;SPC GA W     -   635,544.21  2,292,709.70   sFT  0.99990002   -0 00 23.6
 BT1604;UTM  16      - 3,515,904.422   767,222.681   MT  1.00048079   +1 29 06.6
 BT1604
 BT1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1604!SPC GA W     -   0.99999187  x   0.99990002  =   0.99989189
 BT1604!UTM  16      -   0.99999187  x   1.00048079  =   1.00047265
 BT1604
 BT1604:                Primary Azimuth Mark                     Grid Az
 BT1604:SPC GA W     -  LEESBURG W MUN TANK                      159 04 17.4
 BT1604:UTM  16      -  LEESBURG W MUN TANK                      157 34 47.2
 BT1604
 BT1604|---------------------------------------------------------------------|
 BT1604| PID    Reference Object                     Distance      Geod. Az  |
 BT1604|                                                           dddmmss.s |
 BT1604| BT1600 LEESBURG W MUN TANK                 APPROX. 2.2 KM 1590353.8 |
 BT1604| BT1605 BV 088 201 GAHD 1973 PTA             13.733 METERS 29153     |
 BT1604| CY8460 BV 088 201 AZ MK                                   3361755.2 |
 BT1604|---------------------------------------------------------------------|
 BT1604
 BT1604                          SUPERSEDED SURVEY CONTROL
 BT1604
 BT1604  NAD 83(1986)-  31 44 50.77318(N)    084 10 44.86803(W) AD(       ) 2
 BT1604  NAD 27      -  31 44 50.15557(N)    084 10 45.19210(W) AD(       ) 2
 BT1604  NGVD 29 (07/19/86)   78.7    (m)          258.     (f) VERT ANG       
 BT1604
 BT1604.Superseded values are not recommended for survey control.
 BT1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1604.See file dsdata.txt to determine how the superseded data were derived.
 BT1604
 BT1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6722315904(NAD 83)
 BT1604_MARKER: DD = SURVEY DISK
 BT1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1604
 BT1604  HISTORY     - Date     Condition        Report By
 BT1604  HISTORY     - 1973     MONUMENTED       GADT
 BT1604
 BT1604                          STATION DESCRIPTION
 BT1604
 BT1604'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1604'THE STATION IS LOCATED ABOUT 0.6 MILE NORTH, 0.3 MILE WEST OF
 BT1604'LEESBURG, 10.0 MILES EAST AND 1.6 MILE NORTH OF SASSER AND 11.0
 BT1604'MILES SOUTH AND 3.9 MILES EAST OF SMITHVILLE.
 BT1604'
 BT1604'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND THE
 BT1604'JUNCTION OF GA 32 AND GA 195 IN LEESBURG, PROCEED NORTH ON U.S. 19
 BT1604'FOR 1.15 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1604'MARK PROCEED NORTH ON U.S. 19 FROM THE STATION FOR 0.2 MILE TO THE
 BT1604'AZIMUTH MARK ON THE RIGHT.  STATION MARKS ARE BRONZE DISKS OF THE
 BT1604'GEORGIA HIGHWAY DEPARTMENT STAMPED 088-201.  THE SURFACE DISK IS
 BT1604'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BT1604'IS FLUSH WITH THE GROUND.  IT IS 15.0 FEET SOUTHEAST OF THE
 BT1604'TELEPHONE POLE, 50.0 FEET WEST OF THE CENTERLINE OF THE RAILROAD.
 BT1604'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1604'CONCRETE 1.7 FEET BELOW THE SURFACE DISK.
 BT1604'
 BT1604'THE AZIMUTH MARK IS A BRONZE DISK OF THE GEORGIA HIGHWAY
 BT1604'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1604'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 18.0 FEET
 BT1604'EAST OF THE CENTERLINE OF THE PAVED ROAD, 50.5 FEET WEST OF THE
 BT1604'CENTERLINE OF THE RAILROAD, 23.0 FEET SOUTHWEST OF THE TELEPHONE
 BT1604'POLE.
 BT1604'
 BT1604'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1522 ***********************************************************************
 BT1522  DESIGNATION -  BV 088 202
 BT1522  PID         -  BT1522
 BT1522  STATE/COUNTY-  GA/LEE
 BT1522  USGS QUAD   -  LESLIE SE (1983)
 BT1522
 BT1522                         *CURRENT SURVEY CONTROL
 BT1522  ___________________________________________________________________
 BT1522* NAD 83(1994)-  31 46 49.88753(N)    084 04 07.62375(W)     ADJUSTED  
 BT1522* NAVD 88     -        85.5    (meters)     281.     (feet)  VERTCON   
 BT1522  ___________________________________________________________________
 BT1522  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BT1522  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BT1522
 BT1522  HORZ ORDER  -  SECOND
 BT1522
 BT1522.The horizontal coordinates were established by classical geodetic methods
 BT1522.and adjusted by the National Geodetic Survey in September 1997..
 BT1522
 BT1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1522
 BT1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1522
 BT1522.The geoid height was determined by GEOID03.
 BT1522
 BT1522;                    North         East     Units Scale Factor Converg.
 BT1522;SPC GA W     -   197,386.929   709,270.244   MT  0.99990106   +0 03 05.6
 BT1522;SPC GA W     -   647,593.62  2,326,997.46   sFT  0.99990106   +0 03 05.6
 BT1522;UTM  16      - 3,519,850.466   777,580.779   MT  1.00055040   +1 32 41.1
 BT1522;UTM  17      - 3,520,210.199   209,386.250   MT  1.00064175   -1 37 02.5
 BT1522
 BT1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1522!SPC GA W     -   0.99999077  x   0.99990106  =   0.99989183
 BT1522!UTM  16      -   0.99999077  x   1.00055040  =   1.00054117
 BT1522!UTM  17      -   0.99999077  x   1.00064175  =   1.00063252
 BT1522
 BT1522:                Primary Azimuth Mark                     Grid Az
 BT1522:SPC GA W     -  BV 088 202 AZ MK                         069 59 11.8
 BT1522:UTM  16      -  BV 088 202 AZ MK                         068 29 36.3
 BT1522:UTM  17      -  BV 088 202 AZ MK                         071 39 19.9
 BT1522
 BT1522|---------------------------------------------------------------------|
 BT1522| PID    Reference Object                     Distance      Geod. Az  |
 BT1522|                                                           dddmmss.s |
 BT1522| CY8461 BV 088 202 AZ MK                                   0700217.4 |
 BT1522| BT1523 BV 088 202 GAHD 1973 PTA             21.122 METERS 07047     |
 BT1522|---------------------------------------------------------------------|
 BT1522
 BT1522                          SUPERSEDED SURVEY CONTROL
 BT1522
 BT1522  NAD 83(1986)-  31 46 49.89038(N)    084 04 07.62786(W) AD(       ) 2
 BT1522  NAD 27      -  31 46 49.27589(N)    084 04 07.96442(W) AD(       ) 2
 BT1522  NGVD 29 (07/19/86)   85.7    (m)          281.     (f) VERT ANG       
 BT1522
 BT1522.Superseded values are not recommended for survey control.
 BT1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1522.See file dsdata.txt to determine how the superseded data were derived.
 BT1522
 BT1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7758119850(NAD 83)
 BT1522_MARKER: DD = SURVEY DISK
 BT1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1522+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 BT1522
 BT1522  HISTORY     - Date     Condition        Report By
 BT1522  HISTORY     - 1973     MONUMENTED       GADT
 BT1522  HISTORY     - 20050614 GOOD             GREOMA
 BT1522
 BT1522                          STATION DESCRIPTION
 BT1522
 BT1522'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1522'THE STATION IS ABOUT 6 MILES EAST AND 3.2 MILES NORTH OF LEESBURG,
 BT1522'12.0 MILES SOUTH AND 1.5 MILES EAST OF LESLIE, 8.5 MILES SOUTH AND
 BT1522'10.4 MILES EAST OF SMITHVILLE.
 BT1522'
 BT1522'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 BT1522'195 IN LEESBURG, GO NORTH ON HIGHWAY 195 FOR 4.15 MILES TO THE
 BT1522'JUNCTION WITH COUNTY ROAD 91530.  TURN RIGHT AND GO WEST ON ROAD
 BT1522'91530 FOR 4.55 MILES TO THE STATION ON THE RIGHT.
 BT1522'
 BT1522'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1522'DEPARTMENT STAMPED 088-202.  THE SURFACE DISK IS SET IN THE TOP
 BT1522'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1522'GROUND.  IT IS 739.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BT1522'FRAME HOUSE, 31.0 FEET SOUTH OF THE CENTER OF COUNTY ROAD 91530
 BT1522'AND 2.0 FEET NORTH OF A WITNESS POST.
 BT1522'
 BT1522'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1522'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1522'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 369.6 FEET
 BT1522'SOUTHEAST OF THE EAST CORNER OF A FRAME HOUSE, 29.0 FEET SOUTH
 BT1522'OF THE CENTER OF COUNTY ROAD 91530 AND 369.6 FEET SOUTHWEST OF A
 BT1522'FENCE CORNER.
 BT1522'
 BT1522'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 BT1522'ROAD 91530 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1522'
 BT1522'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 BT1522
 BT1522                          STATION RECOVERY (2005)
 BT1522
 BT1522'RECOVERY NOTE BY GREENHORNE-OMARA 2005 (RWL)
 BT1522'AN UPDATED DESCRIPTION IS AS FOLLOWS. FROM THE INTERSECTION OF STATE
 BT1522'HIGHWAYS 32 AND 195 IN LEESBURG, GO NORTH ON HIGHWAY 195 FOR 3.8 MILES
 BT1522'TO THE JUNCTION WITH NEW YORK ROAD. TURN RIGHT AND GO WEST ON NEW YORK
 BT1522'ROAD FOR 4.3 MILES TO THE STATION ON THE RIGHT. THE SURFACE DISK IS 82
 BT1522'FEET WEST OF A POWER POLE, 31 FEET SOUTH OF THE
 BT1522'CENTERLINE OF NEW YORK ROAD, AND 300 FEET EAST ON AN 18 INCH RCP
 BT1522'LOCATED ON THE SOUTH SIDE OF THE ROAD. THIS POINT CAN BE USED IN A GPS
 BT1522'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1617 ***********************************************************************
 BT1617  DESIGNATION -  BV 088 203
 BT1617  PID         -  BT1617
 BT1617  STATE/COUNTY-  GA/LEE
 BT1617  USGS QUAD   -  SASSER (1988)
 BT1617
 BT1617                         *CURRENT SURVEY CONTROL
 BT1617  ___________________________________________________________________
 BT1617* NAD 83(1994)-  31 40 51.11168(N)    084 17 05.72606(W)     ADJUSTED  
 BT1617* NAVD 88     -        79.9    (meters)     262.     (feet)  VERTCON   
 BT1617  ___________________________________________________________________
 BT1617  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT1617  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BT1617
 BT1617  HORZ ORDER  -  SECOND
 BT1617
 BT1617.The horizontal coordinates were established by classical geodetic methods
 BT1617.and adjusted by the National Geodetic Survey in September 1997..
 BT1617
 BT1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1617
 BT1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1617
 BT1617.The geoid height was determined by GEOID03.
 BT1617
 BT1617;                    North         East     Units Scale Factor Converg.
 BT1617;SPC GA W     -   186,339.434   688,788.088   MT  0.99990155   -0 03 43.6
 BT1617;SPC GA W     -   611,348.63  2,259,798.92   sFT  0.99990155   -0 03 43.6
 BT1617;UTM  16      - 3,508,267.020   757,381.255   MT  1.00041711   +1 25 36.2
 BT1617
 BT1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1617!SPC GA W     -   0.99999166  x   0.99990155  =   0.99989322
 BT1617!UTM  16      -   0.99999166  x   1.00041711  =   1.00040877
 BT1617
 BT1617|---------------------------------------------------------------------|
 BT1617| PID    Reference Object                     Distance      Geod. Az  |
 BT1617|                                                           dddmmss.s |
 BT1617| BT1618 BV 088 203 GADT 1973 PTA             17.044 METERS 07419     |
 BT1617| CY8462 BV 088 203 AZ MK                                   1843031.2 |
 BT1617|---------------------------------------------------------------------|
 BT1617
 BT1617                          SUPERSEDED SURVEY CONTROL
 BT1617
 BT1617  NAD 83(1986)-  31 40 51.11722(N)    084 17 05.73101(W) AD(       ) 2
 BT1617  NAD 27      -  31 40 50.51342(N)    084 17 06.04403(W) AD(       ) 2
 BT1617  NGVD 29 (07/19/86)   80.0    (m)          262.     (f) VERT ANG       
 BT1617
 BT1617.Superseded values are not recommended for survey control.
 BT1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1617.See file dsdata.txt to determine how the superseded data were derived.
 BT1617
 BT1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5738108267(NAD 83)
 BT1617_MARKER: DD = SURVEY DISK
 BT1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1617
 BT1617  HISTORY     - Date     Condition        Report By
 BT1617  HISTORY     - 1973     MONUMENTED       GADT
 BT1617
 BT1617                          STATION DESCRIPTION
 BT1617
 BT1617'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1617'THE STATION IS ABOUT 2.7 MILES SOUTH AND 4.2 MILES EAST OF SASSER,
 BT1617'1.3 MILES SOUTH AND 5.9 MILES EAST OF CHICKASAWHATCHEE, 6.8
 BT1617'MILES NORTH AND 3.8 MILES WEST OF ALBANY.
 BT1617'
 BT1617'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 BT1617'COUNTY ROAD 1526 IN SASSER, GO EAST ON HIGHWAY 82 FOR 4.95 MILES
 BT1617'TO THE JUNCTION WITH COUNTY ROAD 172.  TURN LEFT AND GO NORTH ON
 BT1617'ROAD 172 FOR 0.65 MILE TO A RAILROAD CROSSING AND WHERE COUNTY
 BT1617'ROAD 172 TURNS LEFT.  TURN LEFT AND GO WEST ON ROAD 172 FOR 0.2
 BT1617'MILE TO THE STATION ON THE RIGHT.
 BT1617'
 BT1617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTH ON
 BT1617'COUNTY ROAD 172 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 BT1617'
 BT1617'STATION MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1617'OF TRANSPORTATION, STAMPED 088-203.  THE SURFACE DISK IS SET IN
 BT1617'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1617'WITH THE GROUND.  IT IS 16.5 FEET SOUTH OF THE CENTER OF A
 BT1617'RAILROAD TRACK, 110.0 FEET NORTHWEST OF A POWER LINE POLE AND 2.5
 BT1617'FEET NORTH OF A WITNESS POST.  THERE IS NO UNDERGROUND DISK FOR
 BT1617'THIS STATION.
 BT1617'
 BT1617'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1617'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1617'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1617'IS 32.4 FEET NORTH OF A NATURAL GAS LINE, 39.2 FEET EAST OF THE
 BT1617'CENTER OF COUNTY ROAD 172 AND 2.6 FEET WEST OF A FENCE.
 BT1617'
 BT1617'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0152 ***********************************************************************
 BT0152  DESIGNATION -  BV 088 204
 BT0152  PID         -  BT0152
 BT0152  STATE/COUNTY-  GA/DOUGHERTY
 BT0152  USGS QUAD   -  LEESBURG (1988)
 BT0152
 BT0152                         *CURRENT SURVEY CONTROL
 BT0152  ___________________________________________________________________
 BT0152* NAD 83(1986)-  31 38 02.     (N)    084 12 29.     (W)     SCALED    
 BT0152* NAVD 88     -        72.257  (meters)     237.06   (feet)  ADJUSTED  
 BT0152  ___________________________________________________________________
 BT0152  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0152  DYNAMIC HT  -          72.171 (meters)     236.78  (feet)  COMP
 BT0152  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 BT0152
 BT0152  VERT ORDER  -  FIRST     CLASS I
 BT0152
 BT0152.The horizontal coordinates were scaled from a topographic map and have
 BT0152.an estimated accuracy of +/- 6 seconds.
 BT0152
 BT0152.The orthometric height was determined by differential leveling
 BT0152.and adjusted by the National Geodetic Survey in June 1991..
 BT0152
 BT0152.The geoid height was determined by GEOID03.
 BT0152
 BT0152.The dynamic height is computed by dividing the NAVD 88
 BT0152.geopotential number by the normal gravity value computed on the
 BT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0152.degrees latitude (g = 980.6199 gals.).
 BT0152
 BT0152.The modeled gravity was interpolated from observed gravity values.
 BT0152
 BT0152;                    North         East    Units  Estimated Accuracy
 BT0152;SPC GA W     -   181,130.      696,070.      MT  (+/- 180 meters Scaled)
 BT0152
 BT0152                          SUPERSEDED SURVEY CONTROL
 BT0152
 BT0152  NGVD 29 (??/??/92)   72.41   (m)          237.6    (f) COMPUTED    1 1
 BT0152
 BT0152.Superseded values are not recommended for survey control.
 BT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0152.See file dsdata.txt to determine how the superseded data were derived.
 BT0152
 BT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA648032(NAD 83)
 BT0152_MARKER: DD = SURVEY DISK
 BT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0152_STAMPING: BV 088 204
 BT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0152+STABILITY: SURFACE MOTION
 BT0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT0152+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 BT0152
 BT0152  HISTORY     - Date     Condition        Report By
 BT0152  HISTORY     - UNK      MONUMENTED       GAHD
 BT0152  HISTORY     - 1974     GOOD             NGS
 BT0152  HISTORY     - 20020801 GOOD             GADT
 BT0152
 BT0152                          STATION DESCRIPTION
 BT0152
 BT0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0152'8 MI NW FROM ALBANY.
 BT0152'0.3 MILES NORTH ALONG JEFFERSON STREET FROM THE POST OFFICE AT
 BT0152'ALBANY, THENCE 1.15 MILES WEST ALONG ROOSEVELT AVENUE, THENCE 0.15
 BT0152'MILE NORTHWEST ALONG PINE AVENUE, THENCE 4.4 MILES NORTHWEST ALONG
 BT0152'U.S. HIGHWAY 82, THENCE 0.55 MILE NORTH ALONG A GRADED ROAD, THENCE
 BT0152'1.4 EAST ALONG A GRADED ROAD TO THE SEABOARD COAST LINE RAILROAD,
 BT0152'60 FEET NORTHWEST OF CENTER LINE OF CROSSING, 7.8 FEET NORTHEAST
 BT0152'OF NORTHEAST RAIL SET IN TOP OF A CONCRETE POST PROJECTING 3-INCH
 BT0152'AND 1.5 FEET BELOW THE LEVEL OF RAIL, 2.8 FEET SOUTHWEST OF METAL
 BT0152'WITNESS POST WITH SIGN.  NOTE-- MARK IS 3.8 MILES NORTHWEST ALONG THE
 BT0152'SEABOARD COAST LINE RAILROAD FROM THE FREIGHT STATION AND CROSSING
 BT0152'OF NORTH JEFFERSON STREET AT ALBANY.
 BT0152
 BT0152                          STATION RECOVERY (2002)
 BT0152
 BT0152'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 BT0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1598 ***********************************************************************
 BT1598  DESIGNATION -  BV 088 204
 BT1598  PID         -  BT1598
 BT1598  STATE/COUNTY-  GA/LEE
 BT1598  USGS QUAD   -  LEESBURG (1988)
 BT1598
 BT1598                         *CURRENT SURVEY CONTROL
 BT1598  ___________________________________________________________________
 BT1598* NAD 83(1994)-  31 38 02.58071(N)    084 12 30.13788(W)     ADJUSTED  
 BT1598* NAVD 88     -        72.25   (+/-2cm)     237.0    (feet)  VERTCON   
 BT1598  ___________________________________________________________________
 BT1598  X           -     548,500.335 (meters)                     COMP
 BT1598  Y           -  -5,407,744.106 (meters)                     COMP
 BT1598  Z           -   3,325,974.822 (meters)                     COMP
 BT1598  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BT1598  ELLIP HEIGHT-          45.34  (meters)          (09/03/97) GPS OBS
 BT1598  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT1598
 BT1598  HORZ ORDER  -  FIRST
 BT1598  VERT ORDER  -  THIRD ? (See Below)
 BT1598  ELLP ORDER  -  FOURTH    CLASS II
 BT1598
 BT1598.The horizontal coordinates were established by GPS observations
 BT1598.and adjusted by the National Geodetic Survey in September 1997..
 BT1598
 BT1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1598.The vertical order pertains to the NGVD 29 superseded value.
 BT1598
 BT1598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1598
 BT1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1598
 BT1598.The ellipsoidal height was determined by GPS observations
 BT1598.and is referenced to NAD 83.
 BT1598
 BT1598.The geoid height was determined by GEOID03.
 BT1598
 BT1598;                    North         East     Units Scale Factor Converg.
 BT1598;SPC GA W     -   181,143.839   696,043.990   MT  0.99990019   -0 01 18.7
 BT1598;SPC GA W     -   594,302.75  2,283,604.32   sFT  0.99990019   -0 01 18.7
 BT1598;UTM  16      - 3,503,258.874   764,773.606   MT  1.00046473   +1 27 54.1
 BT1598
 BT1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1598!SPC GA W     -   0.99999288  x   0.99990019  =   0.99989307
 BT1598!UTM  16      -   0.99999288  x   1.00046473  =   1.00045761
 BT1598
 BT1598:                Primary Azimuth Mark                     Grid Az
 BT1598:SPC GA W     -  ALBANY RAD STA WJIZ FM MAST              052 54 55.2
 BT1598:UTM  16      -  ALBANY RAD STA WJIZ FM MAST              051 25 42.4
 BT1598
 BT1598|---------------------------------------------------------------------|
 BT1598| PID    Reference Object                     Distance      Geod. Az  |
 BT1598|                                                           dddmmss.s |
 BT1598| BT1599 ALBANY RAD STA WJIZ FM MAST         APPROX. 3.8 KM 0525336.5 |
 BT1598| BT1597 ALBANY OXFORD CONSTRUCT MAST        APPROX. 1.4 KM 1195941.8 |
 BT1598| BT1601 BV 088 204 GADT 1973 PTA              7.019 METERS 17149     |
 BT1598| CY8463 BV 088 204 AZ MK                                   2673055.5 |
 BT1598|---------------------------------------------------------------------|
 BT1598
 BT1598                          SUPERSEDED SURVEY CONTROL
 BT1598
 BT1598  NAD 83(1994)-  31 38 02.58664(N)    084 12 30.14393(W) AD(       ) 1
 BT1598  NAD 83(1986)-  31 38 02.58664(N)    084 12 30.14394(W) AD(       ) 1
 BT1598  NAD 83(1986)-  31 38 02.58110(N)    084 12 30.14742(W) AD(       ) 2
 BT1598  NAD 27      -  31 38 01.96955(N)    084 12 30.46975(W) AD(       ) 2
 BT1598  NGVD 29 (03/24/92)   72.40   (m)          237.5    (f) LEVELING    3  
 BT1598
 BT1598.Superseded values are not recommended for survey control.
 BT1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1598.See file dsdata.txt to determine how the superseded data were derived.
 BT1598
 BT1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6477403259(NAD 83)
 BT1598_MARKER: DD = SURVEY DISK
 BT1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1598_SP_SET: CONCRETE POST
 BT1598_STAMPING: BV 088 204
 BT1598_MARK LOGO: GADT  
 BT1598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1598+STABILITY: SURFACE MOTION
 BT1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1598+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1988
 BT1598
 BT1598  HISTORY     - Date     Condition        Report By
 BT1598  HISTORY     - 1973     MONUMENTED       GADT
 BT1598  HISTORY     - 1973     GOOD             GADT
 BT1598  HISTORY     - 1978     GOOD             GADT
 BT1598  HISTORY     - 19870701 GOOD             HOBBS
 BT1598  HISTORY     - 19880924 GOOD
 BT1598  HISTORY     - 1989     GOOD             USPSQD
 BT1598
 BT1598                          STATION DESCRIPTION
 BT1598
 BT1598'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1598'THE STATION IS ABOUT 6.8 MILES SOUTH AND 2.2 MILES WEST OF LEESBURG,
 BT1598'5.9 MILES SOUTH AND 8.6 MILES EAST OF SASSER, 3.5 MILES WEST AND
 BT1598'4.0 MILES NORTH OF ALBANY.
 BT1598'
 BT1598'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1598'COUNTY ROAD NO. S-1526 IN SASSER, PROCEED SOUTH ON U.S. 82 FOR
 BT1598'4.97 MILES TO DIRT COUNTY ROAD NO. 64, TURN LEFT AND PROCEED
 BT1598'NORTHEAST ON DIRT COUNTY ROAD NO. 64 FOR 0.7 MILE TO THE STATION
 BT1598'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED SOUTHWEST ON DIRT
 BT1598'COUNTY ROAD NO. 64 FROM THE STATION FOR 0.3 MILE TO THE AZIMUTH
 BT1598'MARK ON THE LEFT.
 BT1598'
 BT1598'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1598'OF TRANSPORTATION, STAMPED 088-204.  THE SURFACE DISK IS SET IN
 BT1598'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1598'WITH THE GROUND.  IT IS 2.8 FEET SOUTH OF THE WITNESS POST, 94.6
 BT1598'FEET WEST OF THE POWER POLE, 9.6 FEET NORTHEAST OF THE CENTERLINE
 BT1598'OF THE RAILROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1598'MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE DISK.
 BT1598'
 BT1598'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1598'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1598'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1598'GROUND.  IT IS 3.6 FEET NORTHWEST OF THE FENCE, 28.9 FEET
 BT1598'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, AND 4.8 FEET
 BT1598'NORTHEAST OF THE TELEPHONE POLE.
 BT1598'
 BT1598'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 BT1598
 BT1598                          STATION RECOVERY (1973)
 BT1598
 BT1598'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973
 BT1598'RECOVERED IN GOOD CONDITION.
 BT1598
 BT1598                          STATION RECOVERY (1978)
 BT1598
 BT1598'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (REA)
 BT1598'088-204 FOUND GOOD.
 BT1598'
 BT1598'AZI FOUND GOOD.
 BT1598'
 BT1598'TO REACH IN ERROR--FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1598'COUNTY ROAD NO. 1526 IN SASSER, PROCEED SOUTHEAST ON U.S. 82 FOR
 BT1598'8.97 MILES, THEN LEFT AND NORTHEAST ALONG PAVED COUNTY ROAD NO. 64
 BT1598'FOR 1.9 MILES TO STATION.  AZIMUTH MARK REFERENCES IN
 BT1598'ERROR--AZIMUTH MARK IS LOCATED 4.2 FEET NW OF FENCE, 47.8 FEET SE
 BT1598'OF CENTER OF ROAD, 11.7 FEET NE OF TELEPHONE POLE.
 BT1598
 BT1598                          STATION RECOVERY (1987)
 BT1598
 BT1598'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1987
 BT1598'STATION RECOVERED ABOUT 2 MI (3.22 KM) NORTHWEST OF
 BT1598'ALBANY IN LEE COUNTY, GEORGIA ON FUSSELL ROAD.
 BT1598'TO REACH STATION FROM THE INTERSECTION OF PALMYRA ROAD AND LEDO ROAD,
 BT1598'GO NORTHWEST ON PALMYRA ROAD FOR 1.0 MI (1.61 KM) TO FUSSELL ROAD,
 BT1598'TURN LEFT AND GO WEST ON FUSSELL ROAD 0.9 MI (1.45 KM) TO A RAILROAD
 BT1598'CROSSING AND THE STATION ON THE NORTH (RIGHT) SIDE OF THE ROAD.
 BT1598'STATION IS A GEORGIA DEPT. OF TRANSPORTATION BRASS DISK STAMPED---BV
 BT1598'088-204---SURFACE DISK SET ATOP A 10-INCH DIAMETER ROUND MONUMENT
 BT1598'FLUSH WITH GROUND.
 BT1598'STATION IS 2.8 FT (0.85 M) SOUTH OF A METAL WITNESS POST, 9.8 FT
 BT1598'(2.99 M) NORTHEAST OF CENTERLINE OF RAILROAD TRACKS, 39.6 FT
 BT1598'(12.07 M) NORTH OF CENTERLINE OF FUSSELL ROAD (PAVED). UNDERGROUND
 BT1598'DISK SET IN IRREGULAR CONCRETE MASS, 1.7 FT (0.52 M) BELOW SURFACE
 BT1598'DISK.
 BT1598
 BT1598                          STATION RECOVERY (1988)
 BT1598
 BT1598'RECOVERED 1988
 BT1598'RECOVERED IN GOOD CONDITION.
 BT1598
 BT1598                          STATION RECOVERY (1989)
 BT1598
 BT1598'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1539 ***********************************************************************
 BT1539  DESIGNATION -  BV 088 205
 BT1539  PID         -  BT1539
 BT1539  STATE/COUNTY-  GA/LEE
 BT1539  USGS QUAD   -  ALBANY NE (1983)
 BT1539
 BT1539                         *CURRENT SURVEY CONTROL
 BT1539  ___________________________________________________________________
 BT1539* NAD 83(1994)-  31 40 58.57891(N)    084 04 35.44198(W)     ADJUSTED  
 BT1539* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 BT1539  ___________________________________________________________________
 BT1539  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BT1539  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT1539
 BT1539  HORZ ORDER  -  SECOND
 BT1539
 BT1539.The horizontal coordinates were established by classical geodetic methods
 BT1539.and adjusted by the National Geodetic Survey in September 1997..
 BT1539
 BT1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1539
 BT1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1539
 BT1539.The geoid height was determined by GEOID03.
 BT1539
 BT1539;                    North         East     Units Scale Factor Converg.
 BT1539;SPC GA W     -   186,566.859   708,547.362   MT  0.99990090   +0 02 50.5
 BT1539;SPC GA W     -   612,094.77  2,324,625.80   sFT  0.99990090   +0 02 50.5
 BT1539;UTM  16      - 3,509,008.229   777,139.422   MT  1.00054740   +1 32 11.2
 BT1539;UTM  17      - 3,509,407.693   208,348.210   MT  1.00064923   -1 37 01.1
 BT1539
 BT1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1539!SPC GA W     -   0.99999219  x   0.99990090  =   0.99989309
 BT1539!UTM  16      -   0.99999219  x   1.00054740  =   1.00053958
 BT1539!UTM  17      -   0.99999219  x   1.00064923  =   1.00064141
 BT1539
 BT1539:                Primary Azimuth Mark                     Grid Az
 BT1539:SPC GA W     -  BV 088 205 AZ MK                         180 51 26.3
 BT1539:UTM  16      -  BV 088 205 AZ MK                         179 22 05.6
 BT1539:UTM  17      -  BV 088 205 AZ MK                         182 31 17.9
 BT1539
 BT1539|---------------------------------------------------------------------|
 BT1539| PID    Reference Object                     Distance      Geod. Az  |
 BT1539|                                                           dddmmss.s |
 BT1539| CY8464 BV 088 205 AZ MK                                   1805416.8 |
 BT1539| BT1535 BV 088 205 GADT 1973 PTA             12.830 METERS 23636     |
 BT1539|---------------------------------------------------------------------|
 BT1539
 BT1539                          SUPERSEDED SURVEY CONTROL
 BT1539
 BT1539  NAD 83(1986)-  31 40 58.58371(N)    084 04 35.44633(W) AD(       ) 2
 BT1539  NAD 27      -  31 40 57.97045(N)    084 04 35.78062(W) AD(       ) 2
 BT1539  NGVD 29 (07/19/86)   76.8    (m)          252.     (f) VERT ANG       
 BT1539
 BT1539.Superseded values are not recommended for survey control.
 BT1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1539.See file dsdata.txt to determine how the superseded data were derived.
 BT1539
 BT1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7713909008(NAD 83)
 BT1539_MARKER: DD = SURVEY DISK
 BT1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1539
 BT1539  HISTORY     - Date     Condition        Report By
 BT1539  HISTORY     - 1973     MONUMENTED       GADT
 BT1539
 BT1539                          STATION DESCRIPTION
 BT1539
 BT1539'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1539'THE STATION IS ABOUT 3.4 MILES SOUTH AND 5.7 MILES EAST OF LEESBURG,
 BT1539'7.4 MILES NORTH AND 4.0 MILES EAST OF ALBANY AND 2.5 MILES SOUTH
 BT1539'AND 16.2 MILES EAST OF SASSER.
 BT1539'
 BT1539'TO REACH THE STATION FROM THE INTERSECTION OF GA 3 AND GA 91 IN
 BT1539'ALBANY, PROCEED EAST ON GA 91 FOR 6.7 MILES TO COUNTY DIRT ROAD
 BT1539'NO. 46, TURN LEFT AND PROCEED NORTH ON COUNTY DIRT ROAD NO. 46
 BT1539'FOR 0.55 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1539'MARK PROCEED SOUTH ON COUNTY DIRT ROAD NO. 46 FROM THE STATION
 BT1539'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1539'
 BT1539'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1539'OF TRANSPORTATION, STAMPED 088-205.  THE SURFACE DISK IS SET IN
 BT1539'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1539'WITH THE GROUND.  IT IS 14.0 FEET EAST OF THE CENTERLINE OF THE
 BT1539'DIRT ROAD, 3.9 FEET SOUTHWEST OF THE FENCE CORNER, 3.1 FEET WEST
 BT1539'OF THE WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BT1539'IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE SURFACE DISK.
 BT1539'
 BT1539'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1539'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1539'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BT1539'24.0 FEET SOUTHEAST OF A 10-INCH PINE TREE, 1.0 FEET EAST OF THE
 BT1539'FENCE AND 13.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD.
 BT1539'
 BT1539'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1537 ***********************************************************************
 BT1537  DESIGNATION -  BV 088 206
 BT1537  PID         -  BT1537
 BT1537  STATE/COUNTY-  GA/LEE
 BT1537  USGS QUAD   -  ALBANY NE (1983)
 BT1537
 BT1537                         *CURRENT SURVEY CONTROL
 BT1537  ___________________________________________________________________
 BT1537* NAD 83(1994)-  31 43 48.34370(N)    084 06 29.92307(W)     ADJUSTED  
 BT1537* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 BT1537  ___________________________________________________________________
 BT1537  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BT1537  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BT1537
 BT1537  HORZ ORDER  -  SECOND
 BT1537
 BT1537.The horizontal coordinates were established by classical geodetic methods
 BT1537.and adjusted by the National Geodetic Survey in September 1997..
 BT1537
 BT1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1537
 BT1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1537
 BT1537.The geoid height was determined by GEOID03.
 BT1537
 BT1537;                    North         East     Units Scale Factor Converg.
 BT1537;SPC GA W     -   191,793.121   705,529.658   MT  0.99990038   +0 01 50.5
 BT1537;SPC GA W     -   629,241.26  2,314,725.22   sFT  0.99990038   +0 01 50.5
 BT1537;UTM  16      - 3,514,157.524   773,984.831   MT  1.00052594   +1 31 18.3
 BT1537
 BT1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1537!SPC GA W     -   0.99999225  x   0.99990038  =   0.99989264
 BT1537!UTM  16      -   0.99999225  x   1.00052594  =   1.00051819
 BT1537
 BT1537|---------------------------------------------------------------------|
 BT1537| PID    Reference Object                     Distance      Geod. Az  |
 BT1537|                                                           dddmmss.s |
 BT1537| BT1536 BV 088 206 GADT 1973 PTA              5.986 METERS 11935     |
 BT1537| CY8465 BV 088 206 AZ MK                                   2822305.9 |
 BT1537|---------------------------------------------------------------------|
 BT1537
 BT1537                          SUPERSEDED SURVEY CONTROL
 BT1537
 BT1537  NAD 83(1986)-  31 43 48.34866(N)    084 06 29.92737(W) AD(       ) 2
 BT1537  NAD 27      -  31 43 47.74145(N)    084 06 30.25579(W) AD(       ) 2
 BT1537  NGVD 29 (07/19/86)   76.3    (m)          250.     (f) VERT ANG       
 BT1537
 BT1537.Superseded values are not recommended for survey control.
 BT1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1537.See file dsdata.txt to determine how the superseded data were derived.
 BT1537
 BT1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7398514158(NAD 83)
 BT1537_MARKER: DD = SURVEY DISK
 BT1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1537
 BT1537  HISTORY     - Date     Condition        Report By
 BT1537  HISTORY     - 1973     MONUMENTED       GADT
 BT1537
 BT1537                          STATION DESCRIPTION
 BT1537
 BT1537'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1537'THE STATION IS ABOUT 3.7 MILES EAST OF LEESBURG, 10.9 MILES NORTH
 BT1537'AND 2.1 MILES EAST OF ALBANY, 1.1 MILE NORTH AND 14.2 MILES EAST
 BT1537'OF SASSER.
 BT1537'
 BT1537'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19, GA 195
 BT1537'AND GA 32 IN LEESBURG PROCEED EAST ON GA 32 FOR 3.9 MILES TO THE
 BT1537'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON
 BT1537'GA 32 FROM THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 BT1537'LEFT.
 BT1537'
 BT1537'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1537'OF TRANSPORTATION, STAMPED 088-206.  THE SURFACE DISK IS SET IN
 BT1537'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1537'WITH THE GROUND.  IT IS 40.8 FEET NORTH OF THE PAVED ROAD, 3.5
 BT1537'FEET SOUTH OF THE FENCE, 4.0 FEET EAST OF THE WITNESS POST.  THE
 BT1537'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.15
 BT1537'FEET BELOW THE SURFACE DISK.
 BT1537'
 BT1537'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1537'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1537'10-INCH CYLINRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1537'GROUND.  IT IS 34.8 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1537'ROAD, 7.0 FEET NORTH OF THE FENCE AND 4.7 FEET WEST OF THE POWER
 BT1537'POLE.
 BT1537'
 BT1537'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2303 ***********************************************************************
 BT2303  DESIGNATION -  BV 088 21
 BT2303  PID         -  BT2303
 BT2303  STATE/COUNTY-  GA/LEE
 BT2303  USGS QUAD   -  LEESBURG (1988)
 BT2303
 BT2303                         *CURRENT SURVEY CONTROL
 BT2303  ___________________________________________________________________
 BT2303* NAD 83(1994)-  31 37 59.83115(N)    084 10 36.53187(W)     ADJUSTED  
 BT2303* NAVD 88     -        65.222  (meters)     213.98   (feet)  ADJUSTED  
 BT2303  ___________________________________________________________________
 BT2303  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BT2303  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BT2303  DYNAMIC HT  -          65.144 (meters)     213.73  (feet)  COMP
 BT2303  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 BT2303
 BT2303  HORZ ORDER  -  SECOND
 BT2303  VERT ORDER  -  SECOND    CLASS II
 BT2303
 BT2303.The horizontal coordinates were established by classical geodetic methods
 BT2303.and adjusted by the National Geodetic Survey in September 1997..
 BT2303.No horizontal observational check was made to the station.
 BT2303
 BT2303.The orthometric height was determined by differential leveling
 BT2303.and adjusted by the National Geodetic Survey in November 1996..
 BT2303
 BT2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2303
 BT2303.The geoid height was determined by GEOID03.
 BT2303
 BT2303.The dynamic height is computed by dividing the NAVD 88
 BT2303.geopotential number by the normal gravity value computed on the
 BT2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2303.degrees latitude (g = 980.6199 gals.).
 BT2303
 BT2303.The modeled gravity was interpolated from observed gravity values.
 BT2303
 BT2303;                    North         East     Units Scale Factor Converg.
 BT2303;SPC GA W     -   181,058.450   699,037.407   MT  0.99990001   -0 00 19.2
 BT2303;SPC GA W     -   594,022.60  2,293,425.23   sFT  0.99990001   -0 00 19.2
 BT2303;UTM  16      - 3,503,251.184   767,769.952   MT  1.00048442   +1 28 53.7
 BT2303
 BT2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2303!SPC GA W     -   0.99999398  x   0.99990001  =   0.99989400
 BT2303!UTM  16      -   0.99999398  x   1.00048442  =   1.00047840
 BT2303
 BT2303                          SUPERSEDED SURVEY CONTROL
 BT2303
 BT2303  NAD 83(1986)-  31 37 59.83713(N)    084 10 36.53777(W) AD(       ) 2
 BT2303
 BT2303.Superseded values are not recommended for survey control.
 BT2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2303.See file dsdata.txt to determine how the superseded data were derived.
 BT2303
 BT2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA6777003251(NAD 83)
 BT2303_MARKER: DD = SURVEY DISK
 BT2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2303_SP_SET: CONCRETE POST
 BT2303_STAMPING: BV 088-21
 BT2303_MARK LOGO: GADT  
 BT2303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2303+STABILITY: SURFACE MOTION
 BT2303
 BT2303  HISTORY     - Date     Condition        Report By
 BT2303  HISTORY     - 1974     MONUMENTED       GADT
 BT2303  HISTORY     - 19900301 GOOD             HOBBS
 BT2303  HISTORY     - 19900428 GOOD             HOBBS
 BT2303
 BT2303                          STATION DESCRIPTION
 BT2303
 BT2303'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 BT2303'MARK IS IN SOUTHERN LEE COUNTY, GEORGIA.  MARK IS AZIMUTH MARK FOR
 BT2303'GPS STATION---BV 047-53---ALIAS STATION D453.  MARK IS 1.3 MI
 BT2303'(2.09 KM) NORTH OF GA HIGHWAYS 82/19/3 BYPASS OVERPASS ON GA HIGHWAY
 BT2303'19/3, WEST SIDE AT A SELF-STORAGE LOT.  MARK IS 2.3 FT (0.70 M) EAST
 BT2303'OF A STEEL WITNESS POST, 38.6 FT (11.77 M) WEST OF EDGE OF PAVEMENT
 BT2303'OF HWY 19/3 SOUTHBOUND, 32 FT (9.75 M) NORTH-NORTHEAST OF NORTHWEST
 BT2303'CORNER POST OF A CHAIN LINK FENCE AT SELF-STORAGE YARD.  MARK IS
 BT2303'STANDARD BRASS DISK SET IN CONCRETE MONUMENT FLUSH WITH GROUND.
 BT2303
 BT2303                          STATION RECOVERY (1990)
 BT2303
 BT2303'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1990
 BT2303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1799 ***********************************************************************
 BR1799  DESIGNATION -  BV 089 18
 BR1799  PID         -  BR1799
 BR1799  STATE/COUNTY-  GA/LIBERTY
 BR1799  USGS QUAD   -  HINESVILLE (1973)
 BR1799
 BR1799                         *CURRENT SURVEY CONTROL
 BR1799  ___________________________________________________________________
 BR1799* NAD 83(1994)-  31 45 12.06771(N)    081 31 12.40640(W)     ADJUSTED  
 BR1799* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 BR1799  ___________________________________________________________________
 BR1799  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 BR1799  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 BR1799
 BR1799  HORZ ORDER  -  SECOND
 BR1799
 BR1799.The horizontal coordinates were established by classical geodetic methods
 BR1799.and adjusted by the National Geodetic Survey in September 1997..
 BR1799
 BR1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1799
 BR1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1799
 BR1799.The geoid height was determined by GEOID03.
 BR1799
 BR1799;                    North         East     Units Scale Factor Converg.
 BR1799;SPC GA E     -   194,552.017   261,252.339   MT  0.99994626   +0 20 25.0
 BR1799;SPC GA E     -   638,292.74    857,125.38   sFT  0.99994626   +0 20 25.0
 BR1799;UTM  17      - 3,513,214.833   450,741.197   MT  0.99962992   -0 16 25.4
 BR1799
 BR1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1799!SPC GA E     -   1.00000395  x   0.99994626  =   0.99995021
 BR1799!UTM  17      -   1.00000395  x   0.99962992  =   0.99963387
 BR1799
 BR1799                          SUPERSEDED SURVEY CONTROL
 BR1799
 BR1799  NAD 83(1986)-  31 45 12.07294(N)    081 31 12.41081(W) AD(       ) 2
 BR1799  NGVD 29 (10/08/91)    5.6    (m)           18.     (f) VERT ANG       
 BR1799
 BR1799.Superseded values are not recommended for survey control.
 BR1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1799.See file dsdata.txt to determine how the superseded data were derived.
 BR1799
 BR1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5074113215(NAD 83)
 BR1799_MARKER: DD = SURVEY DISK
 BR1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1799+STABILITY: SURFACE MOTION
 BR1799
 BR1799  HISTORY     - Date     Condition        Report By
 BR1799  HISTORY     - 1983     MONUMENTED       GADT
 BR1799
 BR1799                          STATION DESCRIPTION
 BR1799
 BR1799'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1799'THE STATION IS LOCATED APPROXIMATELY 10.8 KM (6.7 MI) WEST
 BR1799'FROM RICEBORO, 9.8 KM (6.1 MI) SOUTHEAST FROM MIDWAY, AND
 BR1799'9.2 KM (6.2 MI) SOUTHEAST FROM ALLENHURST.
 BR1799'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1799'
 BR1799'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICEBORO,
 BR1799'GO NORTHWEST ALONG U.S. HIGHWAY 17 FOR 0.8 KM (0.5 MI) TO
 BR1799'THE JUNCTION OF STATE ROUTE 119 TO THE LEFT.  TURN LEFT
 BR1799'GOING WEST ALONG STATE ROUTE 119 FOR 2.25 KM (1.4 MI) TO THE
 BR1799'JUNCTION OF PAVED COUNTY ROAD 165 TO THE LEFT, A SCHOOL ON
 BR1799'THE LEFT, PAVED COUNTY ROAD 166 TO THE RIGHT AND A CHURCH
 BR1799'ON THE RIGHT.  CONTINUE GOING WEST ALONG STATE ROUTE 119
 BR1799'FOR 5.65 KM (3.65 MI) TO THE STATION ON THE RIGHT.
 BR1799'
 BR1799'THE STATION IS A STANDARD GADT DISK
 BR1799'STAMPED---089-18---,
 BR1799'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER
 BR1799'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1799'IT IS LOCATED
 BR1799'38.1 METERS (125 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR1799'HIGHWAY,
 BR1799'30.48 METERS (100 FT) SOUTHWEST FROM A 12 INCH PINE TREE, AND
 BR1799'47.85 METERS (157 FT) NORTHWEST FROM A POWER POLE.
 BR1799'NO UNDERGROUND MARK WAS SET.
 BR1799'
 BR1799'HEIGHT OF THE LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 BR1799'COUNTY ROAD NUMBERS OBTAINED FROM  GENERAL HIGHWAY MAP LIBERTY
 BR1799'COUNTY GEORGIA 1975.  REVISED AUGUST 31, 1976.
 BR1799'
 BR1799'DESCRIBED BY C.Z. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1800 ***********************************************************************
 BR1800  DESIGNATION -  BV 089 19
 BR1800  PID         -  BR1800
 BR1800  STATE/COUNTY-  GA/LIBERTY
 BR1800  USGS QUAD   -  EAST OF LUDOWICI (1978)
 BR1800
 BR1800                         *CURRENT SURVEY CONTROL
 BR1800  ___________________________________________________________________
 BR1800* NAD 83(1994)-  31 44 56.82243(N)    081 30 51.90253(W)     ADJUSTED  
 BR1800* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 BR1800  ___________________________________________________________________
 BR1800  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 BR1800  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 BR1800
 BR1800  HORZ ORDER  -  SECOND
 BR1800
 BR1800.The horizontal coordinates were established by classical geodetic methods
 BR1800.and adjusted by the National Geodetic Survey in September 1997..
 BR1800.No horizontal observational check was made to the station.
 BR1800
 BR1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1800
 BR1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1800
 BR1800.The geoid height was determined by GEOID03.
 BR1800
 BR1800;                    North         East     Units Scale Factor Converg.
 BR1800;SPC GA E     -   194,085.704   261,794.737   MT  0.99994708   +0 20 35.6
 BR1800;SPC GA E     -   636,762.85    858,904.90   sFT  0.99994708   +0 20 35.6
 BR1800;UTM  17      - 3,512,742.885   451,278.396   MT  0.99962928   -0 16 14.5
 BR1800
 BR1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1800!SPC GA E     -   1.00000391  x   0.99994708  =   0.99995099
 BR1800!UTM  17      -   1.00000391  x   0.99962928  =   0.99963319
 BR1800
 BR1800                          SUPERSEDED SURVEY CONTROL
 BR1800
 BR1800  NAD 83(1986)-  31 44 56.82780(N)    081 30 51.90678(W) AD(       ) 2
 BR1800  NGVD 29 (10/08/91)    6.     (m)           20.     (f) VERT ANG       
 BR1800
 BR1800.Superseded values are not recommended for survey control.
 BR1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1800.See file dsdata.txt to determine how the superseded data were derived.
 BR1800
 BR1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5127812743(NAD 83)
 BR1800_MARKER: DD = SURVEY DISK
 BR1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1800+STABILITY: SURFACE MOTION
 BR1800
 BR1800  HISTORY     - Date     Condition        Report By
 BR1800  HISTORY     - 1983     MONUMENTED       GADT
 BR1800
 BR1800                          STATION DESCRIPTION
 BR1800
 BR1800'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1800'THE STATION IS LOCATED APPROXIMATELY 9.98 KM (6.2 MI)
 BR1800'WEST FROM RICEBORO, 9.02 KM (5.6 MI) SOUTHEAST FROM MIDWAY,
 BR1800'AND 9.98 KM (6.2 MI) SOUTHEAST FROM ALLENHURST.
 BR1800'OWNERSHIP--UNION CAMP.
 BR1800'
 BR1800'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICEBORO,
 BR1800'GO NORTHWEST ALONG U.S. HIGHWAY 17 SOUTH FOR 0.8 KM (0.5 MI)
 BR1800'TO THE JUNCTION OF STATE ROUTE 119 TO THE LEFT.  TURN LEFT
 BR1800'GOING WEST ALONG STATE ROUTE 119 (WALTHORVILLE-RICEBORO ROAD)
 BR1800'FOR 2.25 KM (1.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 BR1800'165 TO THE LEFT, A SCHOOL ON THE LEFT, AND PAVED COUNTY
 BR1800'ROAD 166 TO THE RIGHT AND A CHURCH ON THE RIGHT.  CONTINUE
 BR1800'GOING WEST ALONG STATE ROUTE 119 FOR 5.15 KM (3.2 MI)
 BR1800'TO THE STATION ON THE RIGHT.
 BR1800'
 BR1800'THE STATION IS A STANDARD GADT DISK
 BR1800'STAMPED---089-19---,
 BR1800'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM
 BR1800'IN DIAMETER AND RECESSED 7.62 CM BELOW THE SURFACE OF THE
 BR1800'GROUND.
 BR1800'IT IS LOCATED
 BR1800'10.27 METERS (34 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR1800'19.9 METERS (65.3 FT) NORTHEAST FROM A WITNESS POST,
 BR1800'36.27 METERS (119 FT) WEST FROM A POWER POLE, AND
 BR1800'0.1 KM (0.05 MI) WEST FROM ANOTHER POWER POLE.
 BR1800'
 BR1800'NO UNDERGROUND MARK WAS SET.
 BR1800'
 BR1800'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 BR1800'
 BR1800'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1800'COUNTY GEORGIA 1975.  REVISED AUGUST 31, 1976.
 BR1800'
 BR1800'DESCRIBED BY C.Z. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0883 ***********************************************************************
 BR0883  DESIGNATION -  BV 089 200
 BR0883  PID         -  BR0883
 BR0883  STATE/COUNTY-  GA/LIBERTY
 BR0883  USGS QUAD   -  DORCHESTER (1973)
 BR0883
 BR0883                         *CURRENT SURVEY CONTROL
 BR0883  ___________________________________________________________________
 BR0883* NAD 83(1994)-  31 47 43.52402(N)    081 24 19.68685(W)     ADJUSTED  
 BR0883* NAVD 88     -         5.9    (meters)      19.     (feet)  VERTCON   
 BR0883  ___________________________________________________________________
 BR0883  X           -     810,870.261 (meters)                     COMP
 BR0883  Y           -  -5,365,093.035 (meters)                     COMP
 BR0883  Z           -   3,341,159.438 (meters)                     COMP
 BR0883  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BR0883  ELLIP HEIGHT-         -24.75  (meters)          (09/03/97) GPS OBS
 BR0883  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 BR0883
 BR0883  HORZ ORDER  -  FIRST
 BR0883  ELLP ORDER  -  FOURTH    CLASS II
 BR0883
 BR0883.The horizontal coordinates were established by GPS observations
 BR0883.and adjusted by the National Geodetic Survey in September 1997..
 BR0883
 BR0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0883
 BR0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0883
 BR0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0883
 BR0883.The ellipsoidal height was determined by GPS observations
 BR0883.and is referenced to NAD 83.
 BR0883
 BR0883.The geoid height was determined by GEOID03.
 BR0883
 BR0883;                    North         East     Units Scale Factor Converg.
 BR0883;SPC GA E     -   199,286.933   272,080.988   MT  0.99996406   +0 24 03.9
 BR0883;SPC GA E     -   653,827.21    892,652.37   sFT  0.99996406   +0 24 03.9
 BR0883;UTM  17      - 3,517,831.840   461,616.391   MT  0.99961817   -0 12 49.1
 BR0883
 BR0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0883!SPC GA E     -   1.00000389  x   0.99996406  =   0.99996795
 BR0883!UTM  17      -   1.00000389  x   0.99961817  =   0.99962205
 BR0883
 BR0883|---------------------------------------------------------------------|
 BR0883| PID    Reference Object                     Distance      Geod. Az  |
 BR0883|                                                           dddmmss.s |
 BR0883| BR1802 BV 089 200 RM 1                       8.919 METERS 24834     |
 BR0883| BR1801 BV 089 200 AZ MK                    472.875 METERS 3104454.4 |
 BR0883|---------------------------------------------------------------------|
 BR0883
 BR0883                          SUPERSEDED SURVEY CONTROL
 BR0883
 BR0883  NAD 83(1986)-  31 47 43.53361(N)    081 24 19.69414(W) AD(       ) 1
 BR0883  NGVD 29 (09/27/88)    6.2    (m)           20.     (f) GPS OBS        
 BR0883
 BR0883.Superseded values are not recommended for survey control.
 BR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0883.See file dsdata.txt to determine how the superseded data were derived.
 BR0883
 BR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6161617832(NAD 83)
 BR0883_MARKER: DD = SURVEY DISK
 BR0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0883+STABILITY: SURFACE MOTION
 BR0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0883+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BR0883
 BR0883  HISTORY     - Date     Condition        Report By
 BR0883  HISTORY     - 1983     MONUMENTED       GADT
 BR0883  HISTORY     - 1985     GOOD             GADT
 BR0883
 BR0883                          STATION DESCRIPTION
 BR0883
 BR0883'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR0883'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI)
 BR0883'EAST-SOUTHEAST FROM MIDWAY, 6.8 KM (4.2 MI) NORTH-NORTHEAST
 BR0883'FROM RICEBORO, AND 25.9 KM (16.2 MI) SOUTH-SOUTHEAST FROM
 BR0883'RICHMOND HILL.
 BR0883'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR0883'
 BR0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 BR0883'AND STATE ROUTE 38 IN MIDWAY, GO EAST ALONG STATE ROUTE 38
 BR0883'FOR 2.25 KM (1.4 MI) TO THE AZIMUTH MARK ON THE LEFT.
 BR0883'CONTINUE GOING EASTERLY ALONG STATE ROUTE 38 FOR 0.5 KM (0.3 MI)
 BR0883'TO THE STATION ON THE RIGHT.
 BR0883'
 BR0883'THE STATION IS A STANDARD GADT DISK
 BR0883'STAMPED---089-200 1983---,
 BR0883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0883'FLUSH WITH GROUND.  IT IS LOCATED
 BR0883'10.7 METERS (35 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0883'23.93 METERS (78.5 FT) NORTH-NORTHWEST FROM THE WESTERN-MOST RAIL
 BR0883'OF THE MAIN LINE OF THE SEABOARD COAST LINE RAILROAD,
 BR0883'83.47 METERS (126.2 FT) SOUTHEAST FROM A MANHOLE COVER IN A
 BR0883'DRIVEWAY TO THE SOUTH LEADING TO AN OLD FRAME BUILDING,
 BR0883'9.3 METERS (30.5 FT) SOUTHEAST FROM A RIGHT OF WAY MARKER,
 BR0883'9.15 METERS (30 FT) EAST-NORTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0883'CABLE PEDESTAL, AND
 BR0883'0.75 METER (2.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0883'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR0883'STAMPED---089-200 1983---,
 BR0883'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR0883'
 BR0883'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR0883'STAMPED---089-200 RM 1 1983---,
 BR0883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0883'FLUSH WITH GROUND.  IT IS LOCATED
 BR0883'18.44 METERS (60.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 BR0883'HIGHWAY,
 BR0883'30.63 METERS (100.5 FT) NORTH-NORTHWEST FROM THE WESTERN-MOST
 BR0883'RAIL OF THE SEABOARD COAST LINE RAILROAD MAIN LINE,
 BR0883'1.53 METERS (5 FT) NORTH FROM THE UNDERGROUND TELEPHONE CABLE
 BR0883'PEDESTAL,
 BR0883'0.46 METER (1.5 FT) NORTHEAST FROM THE RIGHT OF WAY MARKER, AND
 BR0883'0.77 METER (2.5 FT) NORTH FROM A METAL WITNESS POST.
 BR0883'MARK IS LEVEL WITH STATION.
 BR0883'
 BR0883'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR0883'STAMPED---089-200 AZ MK 1983---,
 BR0883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0883'FLUSH WITH GROUND.  IT IS LOCATED
 BR0883'13.02 METERS (42.7 FT) NORTHEAST FROM THE CENTERLINE OF THE
 BR0883'HIGHWAY,
 BR0883'8.68 METERS (28.5 FT) NORTH-NORTHWEST FROM THE WEST END OF AN 18
 BR0883'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH,
 BR0883'0.45 METER (1.5 FT) EAST FROM A RIGHT OF WAY MARKER, AND
 BR0883'0.91 METER (3 FT) EAST FROM A METAL WITNESS POST.
 BR0883'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR0883'STAMPED---089-200 AZ MK 1983---,
 BR0883'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW GROUND.
 BR0883'
 BR0883'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR0883'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0883'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR0883'
 BR0883'DESCRIBED BY T.B. KNIGHT.
 BR0883
 BR0883                          STATION RECOVERY (1985)
 BR0883
 BR0883'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 BR0883'THE STATION, REFERENCE MARK 1, AND AZIMUTH MARK 1 WERE FOUND IN
 BR0883'GOOD CONDITION AS DESCRIBED IN 1983.  EXCEPT STATE ROUTE 38 IS
 BR0883'ALSO DESIGNATED U.S. HIGHWAY 82 NOW.  A PRECISE LEVELLING CONNECTION
 BR0883'WAS MADE TO BENCH MARKS E 146 RESET AND B 190 TO PROVIDE LEVELLING
 BR0883'CONTROL TO PROJECT VICINITY OF GLENNVILLE GEORGIA.
 BR0883'
 BR0883'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  DESCRIBED
 BR0883'BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1801 ***********************************************************************
 BR1801  DESIGNATION -  BV 089 200 AZ MK
 BR1801  PID         -  BR1801
 BR1801  STATE/COUNTY-  GA/LIBERTY
 BR1801  USGS QUAD   -  DORCHESTER (1973)
 BR1801
 BR1801                         *CURRENT SURVEY CONTROL
 BR1801  ___________________________________________________________________
 BR1801* NAD 83(1994)-  31 47 53.54508(N)    081 24 33.30540(W)     ADJUSTED  
 BR1801* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1801  ___________________________________________________________________
 BR1801  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 BR1801  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 BR1801
 BR1801  HORZ ORDER  -  SECOND
 BR1801
 BR1801.The horizontal coordinates were established by classical geodetic methods
 BR1801.and adjusted by the National Geodetic Survey in September 1997..
 BR1801.No horizontal observational check was made to the station.
 BR1801
 BR1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1801
 BR1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1801
 BR1801.The geoid height was determined by GEOID03.
 BR1801
 BR1801;                    North         East     Units Scale Factor Converg.
 BR1801;SPC GA E     -   199,593.071   271,720.608   MT  0.99996342   +0 23 56.8
 BR1801;SPC GA E     -   654,831.60    891,470.03   sFT  0.99996342   +0 23 56.8
 BR1801;UTM  17      - 3,518,141.719   461,259.439   MT  0.99961851   -0 12 56.3
 BR1801
 BR1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1801!SPC GA E     -   1.00000404  x   0.99996342  =   0.99996746
 BR1801!UTM  17      -   1.00000404  x   0.99961851  =   0.99962255
 BR1801
 BR1801                          SUPERSEDED SURVEY CONTROL
 BR1801
 BR1801  NAD 83(1986)-  31 47 53.55463(N)    081 24 33.31274(W) AD(       ) 2
 BR1801  NGVD 29 (10/08/91)    5.     (m)           16.     (f) VERT ANG       
 BR1801
 BR1801.Superseded values are not recommended for survey control.
 BR1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1801.See file dsdata.txt to determine how the superseded data were derived.
 BR1801
 BR1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6125918142(NAD 83)
 BR1801_MARKER: DD = SURVEY DISK
 BR1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1801+STABILITY: SURFACE MOTION
 BR1801
 BR1801  HISTORY     - Date     Condition        Report By
 BR1801  HISTORY     - 1983     MONUMENTED       GADT
 BR1801
 BR1801                          STATION DESCRIPTION
 BR1801
 BR1801'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1801'THE STATION IS LOCATED APPROXIMATELY 3.7 KM (2.3 MI)
 BR1801'EAST-SOUTHEAST FROM MIDWAY, 6.9 KM (4.3 MI) NORTH-NORTHEAST
 BR1801'FROM RICEBORO, AND 25.9 KM (16.1 MI) SOUTH-SOUTHWEST FROM
 BR1801'RICHMOND HILL.
 BR1801'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1801'
 BR1801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17
 BR1801'AND STATE ROUTE 38 IN MIDWAY, GO EAST ALONG STATE ROUTE 38
 BR1801'FOR 2.25 KM (1.4 MI) TO THE STATION ON THE LEFT.
 BR1801'
 BR1801'THE STATION IS A STANDARD GADT DISK
 BR1801'STAMPED---089-200 AZ MK 1983---,
 BR1801'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1801'FLUSH WITH GROUND.  IT IS LOCATED
 BR1801'13.02 METERS (42.7 FT) NORTHEAST FROM THE CENTERLINE OF THE
 BR1801'HIGHWAY,
 BR1801'8.68 METERS (29.5 FT) NORTH-NORTHWEST FROM THE WEST END OF AN 18
 BR1801'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE NORTH,
 BR1801'0.45 METER (1.5 FT) EAST FROM A RIGHT OF WAY MARKER, AND
 BR1801'0.91 METER (3 FT) EAST FROM A METAL WITNESS POST.
 BR1801'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1801'STAMPED---089-200 AZ MK 1983---,
 BR1801'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BR1801'
 BR1801'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1801'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1801'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1801'
 BR1801'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1803 ***********************************************************************
 BR1803  DESIGNATION -  BV 089 201
 BR1803  PID         -  BR1803
 BR1803  STATE/COUNTY-  GA/LIBERTY
 BR1803  USGS QUAD   -  SEABROOK (1979)
 BR1803
 BR1803                         *CURRENT SURVEY CONTROL
 BR1803  ___________________________________________________________________
 BR1803* NAD 83(1994)-  31 42 54.44560(N)    081 17 30.34868(W)     ADJUSTED  
 BR1803* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 BR1803  ___________________________________________________________________
 BR1803  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BR1803  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 BR1803
 BR1803  HORZ ORDER  -  SECOND
 BR1803
 BR1803.The horizontal coordinates were established by classical geodetic methods
 BR1803.and adjusted by the National Geodetic Survey in September 1997..
 BR1803
 BR1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1803
 BR1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1803
 BR1803.The geoid height was determined by GEOID03.
 BR1803
 BR1803;                    North         East     Units Scale Factor Converg.
 BR1803;SPC GA E     -   190,464.545   282,920.096   MT  0.99998477   +0 27 35.9
 BR1803;SPC GA E     -   624,882.43    928,213.68   sFT  0.99998477   +0 27 35.9
 BR1803;UTM  17      - 3,508,897.023   472,356.455   MT  0.99960942   -0 09 12.2
 BR1803
 BR1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1803!SPC GA E     -   1.00000432  x   0.99998477  =   0.99998909
 BR1803!UTM  17      -   1.00000432  x   0.99960942  =   0.99961374
 BR1803
 BR1803|---------------------------------------------------------------------|
 BR1803| PID    Reference Object                     Distance      Geod. Az  |
 BR1803|                                                           dddmmss.s |
 BR1803| BR1805 BV 089 201 RM 1                      12.743 METERS 32505     |
 BR1803| BR1804 BV 089 201 AZ MK                    APPROX. 0.5 KM 3363603.7 |
 BR1803|---------------------------------------------------------------------|
 BR1803
 BR1803                          SUPERSEDED SURVEY CONTROL
 BR1803
 BR1803  NAD 83(1986)-  31 42 54.45933(N)    081 17 30.36281(W) AD(       ) 2
 BR1803  NGVD 29 (10/08/91)    3.6    (m)           12.     (f) VERT ANG       
 BR1803
 BR1803.Superseded values are not recommended for survey control.
 BR1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1803.See file dsdata.txt to determine how the superseded data were derived.
 BR1803
 BR1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7235608897(NAD 83)
 BR1803_MARKER: DD = SURVEY DISK
 BR1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1803+STABILITY: SURFACE MOTION
 BR1803
 BR1803  HISTORY     - Date     Condition        Report By
 BR1803  HISTORY     - 1983     MONUMENTED       GADT
 BR1803
 BR1803                          STATION DESCRIPTION
 BR1803
 BR1803'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1803'THE STATION IS LOCATED APPROXIMATELY 13.7 KM (8.5 MI) EAST FROM
 BR1803'RICEBORO, 17.4 KM (10.8 MI) SOUTHEAST FROM MIDWAY, AND 12.9 KM
 BR1803'(8 MI) NORTHEAST FROM SOUTH NEWPORT.
 BR1803'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1803'
 BR1803'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR1803'AND STATE ROUTE 38, ABOUT 5.6 KM (3.5 MI) SOUTHEAST FROM MIDWAY,
 BR1803'GO SOUTHEAST ALONG STATE ROUTE 38 FOR 6.8 KM (4.25 MI) TO THE
 BR1803'JUNCTION OF PAVED COUNTY ROAD 15 TO THE LEFT, AND A SIGN
 BR1803'SUNBURY.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 38 FOR 3.9
 BR1803'KM (2.45 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 BR1803'SOUTHEAST ALONG STATE ROUTE 38 FOR 0.5 KM (0.3 MI) TO THE
 BR1803'JUNCTION OF A WOODS ROAD TO THE RIGHT AND THE STATION.
 BR1803'
 BR1803'THE STATION IS A STANDARD GADT DISK
 BR1803'STAMPED---089-201 1983---,
 BR1803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1803'FLUSH WITH GROUND.  IT IS LOCATED
 BR1803'12.34 METERS (40.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 BR1803'HIGHWAY,
 BR1803'5.24 METERS (17.2 FT) SOUTH FROM THE EAST END OF A 24 INCH
 BR1803'CONCRETE PIPE UNDER A WOODS ROAD TO THE WEST,
 BR1803'7.62 METERS (25 FT) NORTHEAST FROM A 12 INCH WATER OAK TREE, AND
 BR1803'0.7 METER (2.3 FT) NORTH FROM A METAL WITNESS POST.
 BR1803'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1803'STAMPED---089-201 1983---,
 BR1803'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 BR1803'
 BR1803'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1803'STAMPED---089-201 RM 1 1983---,
 BR1803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1803'FLUSH WITH GROUND.  IT IS LOCATED
 BR1803'13.11 METERS (43 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1803'3.84 METERS (12.6 FT) SOUTHWEST FROM THE WEST END OF THE 24 INCH
 BR1803'CONCRETE PIPE UNDER THE WOODS ROAD TO THE WEST,
 BR1803'8.93 METERS (29.3 FT) NORTHWEST FROM THE SOUTHEAST END OF THE
 BR1803'CONCRETE PIPE, AND
 BR1803'1.22 METERS (4 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR1803'MARK IS LEVEL WITH STATION.
 BR1803'
 BR1803'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1803'STAMPED---089-201 AZ.MK. 1983---,
 BR1803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1803'FLUSH WITH GROUND.  IT IS LOCATED
 BR1803'18.6 METERS (61 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1803'10 METERS (32.8 FT) EAST FROM THE SOUTH END OF AN 18 INCH
 BR1803'CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 BR1803'1.68 METERS (5.5 FT) SOUTH FROM A POWER POLE, AND
 BR1803'1.31 METERS (4.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR1803'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR1803'STAMPED---089-201 AZ.MK. 1983---,
 BR1803'SET INNTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR1803'SURFACE OF THE GROUND.
 BR1803'
 BR1803'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1803'
 BR1803'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1803'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1803'
 BR1803'DESCRIBED BY T. B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1804 ***********************************************************************
 BR1804  DESIGNATION -  BV 089 201 AZ MK
 BR1804  PID         -  BR1804
 BR1804  STATE/COUNTY-  GA/LIBERTY
 BR1804  USGS QUAD   -  SEABROOK (1979)
 BR1804
 BR1804                         *CURRENT SURVEY CONTROL
 BR1804  ___________________________________________________________________
 BR1804* NAD 83(1994)-  31 43 10.70187(N)    081 17 38.57818(W)     ADJUSTED  
 BR1804* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1804  ___________________________________________________________________
 BR1804  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BR1804  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 BR1804
 BR1804  HORZ ORDER  -  SECOND
 BR1804
 BR1804.The horizontal coordinates were established by classical geodetic methods
 BR1804.and adjusted by the National Geodetic Survey in September 1997..
 BR1804
 BR1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1804
 BR1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1804
 BR1804.The geoid height was determined by GEOID03.
 BR1804
 BR1804;                    North         East     Units Scale Factor Converg.
 BR1804;SPC GA E     -   190,963.486   282,699.424   MT  0.99998432   +0 27 31.7
 BR1804;SPC GA E     -   626,519.37    927,489.69   sFT  0.99998432   +0 27 31.7
 BR1804;UTM  17      - 3,509,398.109   472,141.217   MT  0.99960957   -0 09 16.6
 BR1804
 BR1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1804!SPC GA E     -   1.00000410  x   0.99998432  =   0.99998842
 BR1804!UTM  17      -   1.00000410  x   0.99960957  =   0.99961367
 BR1804
 BR1804                          SUPERSEDED SURVEY CONTROL
 BR1804
 BR1804  NAD 83(1986)-  31 43 10.71559(N)    081 17 38.59234(W) AD(       ) 2
 BR1804  NGVD 29 (10/08/91)    5.     (m)           16.     (f) VERT ANG       
 BR1804
 BR1804.Superseded values are not recommended for survey control.
 BR1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1804.See file dsdata.txt to determine how the superseded data were derived.
 BR1804
 BR1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7214109398(NAD 83)
 BR1804_MARKER: DD = SURVEY DISK
 BR1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1804+STABILITY: SURFACE MOTION
 BR1804
 BR1804  HISTORY     - Date     Condition        Report By
 BR1804  HISTORY     - 1983     MONUMENTED       GADT
 BR1804
 BR1804                          STATION DESCRIPTION
 BR1804
 BR1804'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1804'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) EAST FROM RICEBORO,
 BR1804'16.9 KM (10.5 MI) SOUTHEAST FROM MIDWAY, AND 13.2 KM (8.2 MI)
 BR1804'NORTHEAST FROM SOUTH NEWPORT.
 BR1804'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1804'
 BR1804'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95,
 BR1804'AND STATE ROUTE 38, ABOUT 5.6 KM (3.5 MI) SOUTHEAST FROM MIDWAY,
 BR1804'GO SOUTHEAST ALONG STATE ROUTE 38 FOR 6.8 KM (4.25 MI) TO THE
 BR1804'JUNCTION OF PAVED COUNTY ROAD 15 TO THE LEFT.  CONTINUE GOING
 BR1804'SOUTHEAST ALONG STATE ROUTE 38 FOR 3.9 KM (2.45 MI) TO THE STATION
 BR1804'ON THE LEFT.
 BR1804'
 BR1804'THE STATION IS A STANDARD GADT DISK
 BR1804'STAMPED---089-201 AZ.MK. 1983---,
 BR1804'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1804'FLUSH WITH GROUND.  IT IS LOCATED
 BR1804'18.6 METERS (61 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1804'10 METERS (32.8 FT) EAST FROM THE SOUTH END OF AN 18 INCH
 BR1804'CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 BR1804'1.68 METERS (5.5 FT) SOUTH FROM A POWER POLE, AND
 BR1804'1.31 METERS (4.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR1804'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1804'STAMPED---089-201 AZ.MK. 1983---,
 BR1804'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 BR1804'
 BR1804'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1804'
 BR1804'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1804'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1804'
 BR1804'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1806 ***********************************************************************
 BR1806  DESIGNATION -  BV 089 202
 BR1806  PID         -  BR1806
 BR1806  STATE/COUNTY-  GA/LIBERTY
 BR1806  USGS QUAD   -  RICEBORO (1980)
 BR1806
 BR1806                         *CURRENT SURVEY CONTROL
 BR1806  ___________________________________________________________________
 BR1806* NAD 83(1994)-  31 43 02.21889(N)    081 23 20.86512(W)     ADJUSTED  
 BR1806* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 BR1806  ___________________________________________________________________
 BR1806  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BR1806  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 BR1806
 BR1806  HORZ ORDER  -  SECOND
 BR1806
 BR1806.The horizontal coordinates were established by classical geodetic methods
 BR1806.and adjusted by the National Geodetic Survey in September 1997..
 BR1806
 BR1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1806
 BR1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1806
 BR1806.The geoid height was determined by GEOID03.
 BR1806
 BR1806;                    North         East     Units Scale Factor Converg.
 BR1806;SPC GA E     -   190,633.991   273,690.157   MT  0.99996695   +0 24 31.7
 BR1806;SPC GA E     -   625,438.35    897,931.79   sFT  0.99996695   +0 24 31.7
 BR1806;UTM  17      - 3,509,165.167   463,132.206   MT  0.99961676   -0 12 16.5
 BR1806
 BR1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1806!SPC GA E     -   1.00000417  x   0.99996695  =   0.99997112
 BR1806!UTM  17      -   1.00000417  x   0.99961676  =   0.99962093
 BR1806
 BR1806:                Primary Azimuth Mark                     Grid Az
 BR1806:SPC GA E     -  BV 089 202 AZ MK                         002 33 46.8
 BR1806:UTM  17      -  BV 089 202 AZ MK                         003 10 35.0
 BR1806
 BR1806|---------------------------------------------------------------------|
 BR1806| PID    Reference Object                     Distance      Geod. Az  |
 BR1806|                                                           dddmmss.s |
 BR1806| BR1807 BV 089 202 AZ MK                    APPROX. 0.6 KM 0025818.5 |
 BR1806| BR1808 BV 089 202 RM 1                      12.946 METERS 03446     |
 BR1806|---------------------------------------------------------------------|
 BR1806
 BR1806                          SUPERSEDED SURVEY CONTROL
 BR1806
 BR1806  NAD 83(1986)-  31 43 02.23208(N)    081 23 20.87214(W) AD(       ) 2
 BR1806  NGVD 29 (10/08/91)    4.4    (m)           14.     (f) VERT ANG       
 BR1806
 BR1806.Superseded values are not recommended for survey control.
 BR1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1806.See file dsdata.txt to determine how the superseded data were derived.
 BR1806
 BR1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6313209165(NAD 83)
 BR1806_MARKER: DD = SURVEY DISK
 BR1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1806+STABILITY: SURFACE MOTION
 BR1806
 BR1806  HISTORY     - Date     Condition        Report By
 BR1806  HISTORY     - 1983     MONUMENTED       GADT
 BR1806
 BR1806                          STATION DESCRIPTION
 BR1806
 BR1806'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1806'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3 MI) SOUTHEAST FROM
 BR1806'RICEBORO, 10.3 KM (6.4 MI) SOUTH-SOUTHEAST FROM MIDWAY, AND
 BR1806'8.9 KM (5.5 MI) NORTH FROM SOUTH NEWPORT.
 BR1806'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1806'
 BR1806'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR1806'AND U.S. HIGHWAY 17 ABOUT 1.8 KM (1.1 MI) NORTH FROM SOUTH
 BR1806'NEWPORT, GO NORTH ALONG INTERSTATE HIGHWAY 95 FOR 4.6 KM
 BR1806'(2.9 MI) TO THE JUNCTION OF SANDY RUN ROAD BRIDGE CROSSING.
 BR1806'CONTINUE GOING NORTH ALONG INTERSTATE HIGHWAY 95 FOR 2.3 KM
 BR1806'(1.45 MI) TO THE NORTH END OF THE PAYNE CREEK BRIDGE AND THE
 BR1806'STATION.
 BR1806'
 BR1806'THE STATION IS A STANDARD GADT DISK
 BR1806'STAMPED---089-202 1983---,
 BR1806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1806'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR1806'12.9 METERS (42.3 FT) EAST FROM THE CENTERLINE OF THE NORTH
 BR1806'BOUND LANE OF THE HIGHWAY,
 BR1806'37.8 METERS (124 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 BR1806'FROM THE NORTHEAST ENDING POST OF THE BRIDGE,
 BR1806'10.73 METERS (35.2 FT) NORTHWEST FROM A 6 INCH PINE TREE,
 BR1806'9.14 METERS (30 FT) WEST-SOUTHWEST FROM ANOTHER 6 INCH PINE TREE,
 BR1806'AND
 BR1806'0.61 METER (2 FT) EAST FROM A WITNESS POST.
 BR1806'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1806'STAMPED---089-202 1983---,
 BR1806'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 BR1806'
 BR1806'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1806'STAMPED---089-202 RM 1 1983---,
 BR1806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1806'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1806'19.4 METERS (62.8 FT) EAST FROM THE CENTERLINE OF THE NORTH
 BR1806'BOUND LANE OF THE HIGHWAY,
 BR1806'50.07 METERS (164.3 FT) NORTHEAST FROM THE NORTHEAST CORNER
 BR1806'FROM THE NORTHEAST ENDING POST OF THE BRIDGE,
 BR1806'6.7 METERS (22 FT) NORTH FROM THE NORTHERN-MOST ONE OF TWO 6 INCH
 BR1806'TREES, AND
 BR1806'1.0 METER (3.3 FT) EAST FROM A WITNESS POST.
 BR1806'MARK IS BELOW STATION .9 METERS.
 BR1806'
 BR1806'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1806'STAMPED---089-202 AZ MK 1983---,
 BR1806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1806'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR1806'8.23 METERS (27 FT) WEST FROM THE CENTERLINE OF THE NORTH BOUND
 BR1806'LANE OF THE HIGHWAY,
 BR1806'27.1 METERS (89 FT) SOUTHWEST FROM HIGHWAY STATION NO 280+00
 BR1806'CAST IN THE EAST EDGE OF THE PAVEMENT OF THE NORTH BOUND LANE OF
 BR1806'THE HIGHWAY, AND
 BR1806'0.87 METER (2.8 FT) WEST FROM A METAL WITNESS POST.
 BR1806'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 BR1806'INTERSTATE HIGHWAY 95 FOR 0.6 KM (0.4 MI) TO THE MARK ON THE
 BR1806'LEFT.
 BR1806'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1806'STAMPED---089-202 AZ MK 1983---,
 BR1806'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 MEETER BELOW GROUND.
 BR1806'
 BR1806'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1806'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 BR1806'LIBERTY COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1806'
 BR1806'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1807 ***********************************************************************
 BR1807  DESIGNATION -  BV 089 202 AZ MK
 BR1807  PID         -  BR1807
 BR1807  STATE/COUNTY-  GA/LIBERTY
 BR1807  USGS QUAD   -  RICEBORO (1980)
 BR1807
 BR1807                         *CURRENT SURVEY CONTROL
 BR1807  ___________________________________________________________________
 BR1807* NAD 83(1994)-  31 43 22.11632(N)    081 23 19.65662(W)     ADJUSTED  
 BR1807* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 BR1807  ___________________________________________________________________
 BR1807  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 BR1807  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 BR1807
 BR1807  HORZ ORDER  -  SECOND
 BR1807
 BR1807.The horizontal coordinates were established by classical geodetic methods
 BR1807.and adjusted by the National Geodetic Survey in September 1997..
 BR1807.No horizontal observational check was made to the station.
 BR1807
 BR1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1807
 BR1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1807
 BR1807.The geoid height was determined by GEOID03.
 BR1807
 BR1807;                    North         East     Units Scale Factor Converg.
 BR1807;SPC GA E     -   191,247.034   273,717.598   MT  0.99996700   +0 24 32.5
 BR1807;SPC GA E     -   627,449.64    898,021.82   sFT  0.99996700   +0 24 32.5
 BR1807;UTM  17      - 3,509,777.666   463,166.197   MT  0.99961673   -0 12 16.0
 BR1807
 BR1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1807!SPC GA E     -   1.00000401  x   0.99996700  =   0.99997101
 BR1807!UTM  17      -   1.00000401  x   0.99961673  =   0.99962073
 BR1807
 BR1807                          SUPERSEDED SURVEY CONTROL
 BR1807
 BR1807  NAD 83(1986)-  31 43 22.12950(N)    081 23 19.66373(W) AD(       ) 2
 BR1807  NGVD 29 (10/08/91)    5.     (m)           16.     (f) VERT ANG       
 BR1807
 BR1807.Superseded values are not recommended for survey control.
 BR1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1807.See file dsdata.txt to determine how the superseded data were derived.
 BR1807
 BR1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6316609778(NAD 83)
 BR1807_MARKER: DD = SURVEY DISK
 BR1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1807+STABILITY: SURFACE MOTION
 BR1807
 BR1807  HISTORY     - Date     Condition        Report By
 BR1807  HISTORY     - 1983     MONUMENTED       GADT
 BR1807
 BR1807                          STATION DESCRIPTION
 BR1807
 BR1807'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1807'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3 MI ) SOUTHEAST
 BR1807'FROM RICEBORO, 10 KM (6.2 MI) SOUTH-SOUTHEAST FROM MIDWAY, AND
 BR1807'9.3 KM (5.8 MI) NORTH FROM SOUTH NEWPORT.
 BR1807'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 BR1807'
 BR1807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 BR1807'INTERSTATE HIGHWAY 95, ABOUT 1.8 KM (1.1 MI) NORTH FROM SOUTH
 BR1807'NEWPORT, GO NORTH ALONG INTERSTATE HIGHWAY 95 FOR 4.6 KM (2.9 MI)
 BR1807'TO SANDY RUN BRIDGE CROSSING.  CONTINUE GOING NORTH ALONG
 BR1807'INTERSTATE HIGHWAY 95 FOR 2.9 KM (1.85 MI) TO THE STATION ON THE
 BR1807'LEFT.
 BR1807'
 BR1807'THE STATION IS A STANDARD GADT DISK
 BR1807'STAMPED---089-202 AZ MK 1983---,
 BR1807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1807'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR1807'8.23 METERS (27 FT) WEST FROM THE CENTERLINE OF THE NORTH BOUND
 BR1807'LANE OF THE HIGHWAY,
 BR1807'27.1 METERS (89 FT) SOUTHWEST FROM HIGHWAY STATION NO 280+00
 BR1807'CAST IN THE EAST EDGE OF THE PAVEMENT OF THE NORTH BOUND LANE OF
 BR1807'THE HIGHWAY, AND
 BR1807'0.87 METER (2.8 FT) WEST FROM A METAL WITNESS POST.
 BR1807'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1807'STAMPED---089-202 AZ MK 1983---,
 BR1807'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 BR1807'
 BR1807'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1807'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1807'COUNTY GEORGIA 1975.  REVISED AUGUST 1975.
 BR1807'
 BR1807'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1809 ***********************************************************************
 BR1809  DESIGNATION -  BV 089 203
 BR1809  PID         -  BR1809
 BR1809  STATE/COUNTY-  GA/LIBERTY
 BR1809  USGS QUAD   -  DORCHESTER (1973)
 BR1809
 BR1809                         *CURRENT SURVEY CONTROL
 BR1809  ___________________________________________________________________
 BR1809* NAD 83(1994)-  31 52 11.16848(N)    081 25 55.22576(W)     ADJUSTED  
 BR1809* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 BR1809  ___________________________________________________________________
 BR1809  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 BR1809  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 BR1809
 BR1809  HORZ ORDER  -  SECOND
 BR1809
 BR1809.The horizontal coordinates were established by classical geodetic methods
 BR1809.and adjusted by the National Geodetic Survey in September 1997..
 BR1809
 BR1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1809
 BR1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1809
 BR1809.The geoid height was determined by GEOID03.
 BR1809
 BR1809;                    North         East     Units Scale Factor Converg.
 BR1809;SPC GA E     -   207,512.864   269,512.126   MT  0.99995957   +0 23 16.5
 BR1809;SPC GA E     -   680,815.12    884,224.37   sFT  0.99995957   +0 23 16.5
 BR1809;UTM  17      - 3,526,082.060   459,136.872   MT  0.99962059   -0 13 41.2
 BR1809
 BR1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1809!SPC GA E     -   1.00000422  x   0.99995957  =   0.99996379
 BR1809!UTM  17      -   1.00000422  x   0.99962059  =   0.99962481
 BR1809
 BR1809:                Primary Azimuth Mark                     Grid Az
 BR1809:SPC GA E     -  BV 089 203 AZ MK                         021 03 00.5
 BR1809:UTM  17      -  BV 089 203 AZ MK                         021 39 58.2
 BR1809
 BR1809|---------------------------------------------------------------------|
 BR1809| PID    Reference Object                     Distance      Geod. Az  |
 BR1809|                                                           dddmmss.s |
 BR1809| BR1810 BV 089 203 AZ MK                    466.360 METERS 0212617.0 |
 BR1809| BR1811 BV 089 203 RM 1                      21.791 METERS 23027     |
 BR1809|---------------------------------------------------------------------|
 BR1809
 BR1809                          SUPERSEDED SURVEY CONTROL
 BR1809
 BR1809  NAD 83(1986)-  31 52 11.17825(N)    081 25 55.23398(W) AD(       ) 2
 BR1809  NGVD 29 (10/08/91)    4.1    (m)           13.     (f) VERT ANG       
 BR1809
 BR1809.Superseded values are not recommended for survey control.
 BR1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1809.See file dsdata.txt to determine how the superseded data were derived.
 BR1809
 BR1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5913726082(NAD 83)
 BR1809_MARKER: DD = SURVEY DISK
 BR1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1809+STABILITY: SURFACE MOTION
 BR1809
 BR1809  HISTORY     - Date     Condition        Report By
 BR1809  HISTORY     - 1983     MONUMENTED       GADT
 BR1809
 BR1809                          STATION DESCRIPTION
 BR1809
 BR1809'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1809'THE STATION IS LOCATED APPROXIMATELY 1.4 KM (0.85 MI) SOUTHWEST
 BR1809'FROM FLEMING, 6.8 KM (4.25 MI) NORTH FROM MIDWAY, AND 13.9 KM
 BR1809'(8.6 MI) SOUTHWEST FROM RICHMOND HILL.
 BR1809'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1809'
 BR1809'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLEMING, GO
 BR1809'SOUTHWEST ALONG COUNTY ROAD 164 FOR 0.8 KM (0.5 MI) TO THE
 BR1809'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTHWEST ALONG COUNTY
 BR1809'ROAD 164 FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF STATE ROUTE 196
 BR1809'AND THE STATION ON THE RIGHT.
 BR1809'
 BR1809'THE STATION IS A STANDARD GADT DISK
 BR1809'STAMPED---089-203 1983---,
 BR1809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1809'FLUSH WITH GROUND.  IT IS LOCATED
 BR1809'31.1 METERS (102.1 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1809'HIGHWAY,
 BR1809'17.3 METERS (56.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 BR1809'COUNTY ROAD 164,
 BR1809'7.6 METERS (25 FT) NORTH-NORTHWEST FROM A POWER POLE,
 BR1809'5.6 METERS (18.4 FT) SOUTHEAST FROM THE EDGE OF A DITCH,
 BR1809'2.74 METERS (9 FT) NORTHEAST FROM A WITNESS POST.
 BR1809'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1809'STAMPED---089-203 1983---,
 BR1809'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BR1809'
 BR1809'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1809'STAMPED---089-203 RM 1 1983---,
 BR1809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1809'FLUSH WITH GROUND.  IT IS LOCATED
 BR1809'27.9 METERS (91.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR1809'HIGHWAY,
 BR1809'21 METERS (68.9 FT) WEST FROM A POWER POLE,
 BR1809'1.7 METERS (4.5 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE DITCH,
 BR1809'AND
 BR1809'1.0 METER (3.3 FT) SOUTH FROM A WITNESS POST.
 BR1809'MARK IS LEVEL WITH STATION.
 BR1809'
 BR1809'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR1809'STAMPED---089-203 AZ MK 1983---,
 BR1809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1809'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1809'11.6 METERS (38.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR1809'19.55 METERS (64.2 FT) WEST FROM THE WEST CORNER FROM A CONCRETE
 BR1809'BLOCK HOUSE,
 BR1809'11.67 METERS (38.3 FT) SOUTH FROM THE SOUTH END OF A 15 INCH
 BR1809'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST,
 BR1809'4.0 METERS (13.1 FT) SOUTHWEST FROM A POWER POLE, AND
 BR1809'3.2 METERS (10.5 FT) SOUTHEAST FROM A WITNESS POST.
 BR1809'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1809'STAMPED---089-203 AZ MK 1983---,
 BR1809'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR1809'SURFACE OF THE GROUND.
 BR1809'
 BR1809'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1809'
 BR1809'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1809'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1809'
 BR1809'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1810 ***********************************************************************
 BR1810  DESIGNATION -  BV 089 203 AZ MK
 BR1810  PID         -  BR1810
 BR1810  STATE/COUNTY-  GA/LIBERTY
 BR1810  USGS QUAD   -  DORCHESTER (1973)
 BR1810
 BR1810                         *CURRENT SURVEY CONTROL
 BR1810  ___________________________________________________________________
 BR1810* NAD 83(1994)-  31 52 25.26181(N)    081 25 48.74075(W)     ADJUSTED  
 BR1810* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 BR1810  ___________________________________________________________________
 BR1810  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 BR1810  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 BR1810
 BR1810  HORZ ORDER  -  SECOND
 BR1810
 BR1810.The horizontal coordinates were established by classical geodetic methods
 BR1810.and adjusted by the National Geodetic Survey in September 1997..
 BR1810.No horizontal observational check was made to the station.
 BR1810
 BR1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1810
 BR1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1810
 BR1810.The geoid height was determined by GEOID03.
 BR1810
 BR1810;                    North         East     Units Scale Factor Converg.
 BR1810;SPC GA E     -   207,948.085   269,679.628   MT  0.99995986   +0 23 20.0
 BR1810;SPC GA E     -   682,243.01    884,773.91   sFT  0.99995986   +0 23 20.0
 BR1810;UTM  17      - 3,526,515.307   459,308.985   MT  0.99962042   -0 13 37.8
 BR1810
 BR1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1810!SPC GA E     -   1.00000391  x   0.99995986  =   0.99996377
 BR1810!UTM  17      -   1.00000391  x   0.99962042  =   0.99962433
 BR1810
 BR1810                          SUPERSEDED SURVEY CONTROL
 BR1810
 BR1810  NAD 83(1986)-  31 52 25.27160(N)    081 25 48.74902(W) AD(       ) 2
 BR1810  NGVD 29 (10/08/91)    6.     (m)           20.     (f) VERT ANG       
 BR1810
 BR1810.Superseded values are not recommended for survey control.
 BR1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1810.See file dsdata.txt to determine how the superseded data were derived.
 BR1810
 BR1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5930926515(NAD 83)
 BR1810_MARKER: DD = SURVEY DISK
 BR1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1810+STABILITY: SURFACE MOTION
 BR1810
 BR1810  HISTORY     - Date     Condition        Report By
 BR1810  HISTORY     - 1983     MONUMENTED       GADT
 BR1810
 BR1810                          STATION DESCRIPTION
 BR1810
 BR1810'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1810'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTHWEST FROM
 BR1810'FLEMING, 7.4 KM (4.6 MI) NORTH FROM MIDWAY, AND 13.7 KM (8.5 MI)
 BR1810'SOUTHWEST FROM RICHMOND HILL.
 BR1810'OWNERSHIP--LIBERTY COUNTY RIGHT OF WAY.
 BR1810'
 BR1810'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLEMING, GO
 BR1810'SOUTHWEST ALONG COUNTY ROAD 164 FOR 0.8 KM (0.5 MI) TO THE
 BR1810'STATION ON THE LEFT.
 BR1810'
 BR1810'THE STATION IS A STANDARD GADT DISK
 BR1810'STAMPED---089-203 AZ MK 1983---,
 BR1810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1810'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 BR1810'11.6 METERS (38.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR1810'19.55 METERS (64.2 FT) WEST FROM THE WEST CORNER OF A CONCRETE
 BR1810'BLOCK HOUSE,
 BR1810'11.67 METERS (38.3 FT) SOUTH FROM THE SOUTH END FROM A 15 INCH
 BR1810'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST,
 BR1810'4.0 METERS (13.1 FT) SOUTHWEST FROM A POWER POLE, AND
 BR1810'3.2 METERS (10.5 FT) SOUTHEAST FROM A WITNESS POST.
 BR1810'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1810'STAMPED---089-203 AZ MK 1983---,
 BR1810'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 BR1810'
 BR1810'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1810'
 BR1810'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1810'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1810'
 BR1810'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0884 ***********************************************************************
 BR0884  DESIGNATION -  BV 089 203 RM 2
 BR0884  PID         -  BR0884
 BR0884  STATE/COUNTY-  GA/LIBERTY
 BR0884  USGS QUAD   -  DORCHESTER (1973)
 BR0884
 BR0884                         *CURRENT SURVEY CONTROL
 BR0884  ___________________________________________________________________
 BR0884* NAD 83(1994)-  31 52 10.97060(N)    081 25 54.29406(W)     ADJUSTED  
 BR0884* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 BR0884  ___________________________________________________________________
 BR0884  X           -     807,761.965 (meters)                     COMP
 BR0884  Y           -  -5,361,167.486 (meters)                     COMP
 BR0884  Z           -   3,348,157.700 (meters)                     COMP
 BR0884  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 BR0884  ELLIP HEIGHT-         -25.42  (meters)          (09/03/97) GPS OBS
 BR0884  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 BR0884
 BR0884  HORZ ORDER  -  FIRST
 BR0884  ELLP ORDER  -  FOURTH    CLASS II
 BR0884
 BR0884.The horizontal coordinates were established by GPS observations
 BR0884.and adjusted by the National Geodetic Survey in September 1997..
 BR0884
 BR0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0884
 BR0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0884
 BR0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0884
 BR0884.The ellipsoidal height was determined by GPS observations
 BR0884.and is referenced to NAD 83.
 BR0884
 BR0884.The geoid height was determined by GEOID03.
 BR0884
 BR0884;                    North         East     Units Scale Factor Converg.
 BR0884;SPC GA E     -   207,506.935   269,536.655   MT  0.99995961   +0 23 17.0
 BR0884;SPC GA E     -   680,795.67    884,304.84   sFT  0.99995961   +0 23 17.0
 BR0884;UTM  17      - 3,526,075.870   459,161.328   MT  0.99962057   -0 13 40.7
 BR0884
 BR0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0884!SPC GA E     -   1.00000399  x   0.99995961  =   0.99996360
 BR0884!UTM  17      -   1.00000399  x   0.99962057  =   0.99962456
 BR0884
 BR0884                          SUPERSEDED SURVEY CONTROL
 BR0884
 BR0884  NAD 83(1986)-  31 52 10.97722(N)    081 25 54.29970(W) AD(       ) 1
 BR0884  NGVD 29 (09/27/88)    5.5    (m)           18.     (f) GPS OBS        
 BR0884
 BR0884.Superseded values are not recommended for survey control.
 BR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0884.See file dsdata.txt to determine how the superseded data were derived.
 BR0884
 BR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5916126076(NAD 83)
 BR0884_MARKER: DD = SURVEY DISK
 BR0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0884+STABILITY: SURFACE MOTION
 BR0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0884+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1985
 BR0884
 BR0884  HISTORY     - Date     Condition        Report By
 BR0884  HISTORY     - 1984     MONUMENTED       GADT
 BR0884  HISTORY     - 19850729 GOOD
 BR0884
 BR0884                          STATION DESCRIPTION
 BR0884
 BR0884'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0884'THE STATION IS LOCATED ABOUT 8.15 KM (5.05 MI) NORTH FROM MIDWAY,
 BR0884'12.7 KM (7.7 MI) EAST FROM FLEMINGTON, AND 19.3 KM (12 MI)
 BR0884'NORTHEAST FROM ALLENHURST.
 BR0884'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0884'
 BR0884'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLEMING, GO
 BR0884'SOUTHWEST ALONG COUNTY ROAD 164 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH
 BR0884'MARK ON THE LEFT.  CONTINUE GOING SOUTHWEST ALONG COUNTY ROAD 164
 BR0884'FOR 0.6 KM (0.35 MI) TO THE JUNCTION OF STATE ROUTE 196 AND THE
 BR0884'STATION ON THE LEFT IN THE TRIANGULAR ISLAND FORM BY THE JUNCTION
 BR0884'OF THE NORTHEAST AND SOUTHWEST LANES OF COUNTY ROAD 164 WITH THE
 BR0884'HIGHWAY.
 BR0884'
 BR0884'THE STATION IS A STANDARD GADT DISK
 BR0884'STAMPED---089-203 RM 2 1984---,
 BR0884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0884'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0884'IT IS LOCATED
 BR0884'14.2 METERS (46.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0884'HIGHWAY,
 BR0884'8.23 METERS (27 FT) SOUTHWEST FROM THE CENTERLINE OF THE EAST
 BR0884'JUNCTION OF COUNTY ROAD 164 AND THE HIGHWAY,
 BR0884'7.77 METERS (25.5 FT) EAST FROM THE CENTERLINE OF THE WEST JUNCTION
 BR0884'OF COUNTY ROAD 164 AND THE HIGHWAY,
 BR0884'21.64 METERS (71 FT) EAST-NORTHEAST FROM A POWER POLE ON THE WEST
 BR0884'SIDE OF THE WEST JUNCTION OF COUNTY ROAD 164 AND THE HIGHWAY,
 BR0884'4.36 METERS (14.3 FT) NORTHEAST FROM A STOP SIGN ON THE WEST SIDE
 BR0884'OF THE ISLAND,
 BR0884'3.05 METERS (10 FT) NORTH-NORTHWEST FROM A METHODIST CHURCH SIGN,
 BR0884'22.13 METERS (72.6 FT) WEST FROM THE NORTH END OF A 24 INCH CONCRETE
 BR0884'CULVERT UNDER THE HIGHWAY, AND
 BR0884'0.94 METER (3.1 FT) SOUTH FROM A METAL WITNESS POST.
 BR0884'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0884'STAMPED---089-203 RM 2 1984---,
 BR0884'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0884'BV 089 202 GADT WAS FOUND TO BE UNSUITABLE TO WORK WITH THE GLOBAL
 BR0884'POSITIONING SYSTEM THEREFORE BV 089 202 GADT RM 2 WAS CREATED AND
 BR0884'OCCUPIED BY THE GLOBAL POSITIONING SYSTEM.
 BR0884'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 BR0884'DESCRIBED BY T.B. KNIGHT.
 BR0884
 BR0884                          STATION RECOVERY (1985)
 BR0884
 BR0884'RECOVERED 1985
 BR0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1812 ***********************************************************************
 BR1812  DESIGNATION -  BV 089 204
 BR1812  PID         -  BR1812
 BR1812  STATE/COUNTY-  GA/LIBERTY
 BR1812  USGS QUAD   -  HINESVILLE (1973)
 BR1812
 BR1812                         *CURRENT SURVEY CONTROL
 BR1812  ___________________________________________________________________
 BR1812* NAD 83(1994)-  31 47 11.17072(N)    081 36 34.40762(W)     ADJUSTED  
 BR1812* NAVD 88     -        22.05   (+/-2cm)      72.3    (feet)  VERTCON   
 BR1812  ___________________________________________________________________
 BR1812  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 BR1812  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 BR1812
 BR1812  HORZ ORDER  -  SECOND
 BR1812  VERT ORDER  -  THIRD (See Below)
 BR1812
 BR1812.The horizontal coordinates were established by classical geodetic methods
 BR1812.and adjusted by the National Geodetic Survey in September 1997..
 BR1812
 BR1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1812.The vertical order pertains to the NGVD 29 superseded value.
 BR1812
 BR1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1812
 BR1812.The geoid height was determined by GEOID03.
 BR1812
 BR1812;                    North         East     Units Scale Factor Converg.
 BR1812;SPC GA E     -   198,173.349   252,759.730   MT  0.99993432   +0 17 36.5
 BR1812;SPC GA E     -   650,173.73    829,262.55   sFT  0.99993432   +0 17 36.5
 BR1812;UTM  17      - 3,516,925.875   442,290.477   MT  0.99964107   -0 19 15.9
 BR1812
 BR1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1812!SPC GA E     -   1.00000129  x   0.99993432  =   0.99993561
 BR1812!UTM  17      -   1.00000129  x   0.99964107  =   0.99964236
 BR1812
 BR1812|---------------------------------------------------------------------|
 BR1812| PID    Reference Object                     Distance      Geod. Az  |
 BR1812|                                                           dddmmss.s |
 BR1812| BR1813 BV 089 204 RM 1                      16.332 METERS 15045     |
 BR1812| BR0885 BV 089 204 AZ MK                    APPROX. 0.5 KM 2341017.3 |
 BR1812|---------------------------------------------------------------------|
 BR1812
 BR1812                          SUPERSEDED SURVEY CONTROL
 BR1812
 BR1812  NAD 83(1986)-  31 47 11.17841(N)    081 36 34.41229(W) AD(       ) 2
 BR1812  NGVD 29 (10/08/91)   22.34   (m)           73.3    (f) LEVELING    3  
 BR1812
 BR1812.Superseded values are not recommended for survey control.
 BR1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1812.See file dsdata.txt to determine how the superseded data were derived.
 BR1812
 BR1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4229016926(NAD 83)
 BR1812_MARKER: DD = SURVEY DISK
 BR1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1812+STABILITY: SURFACE MOTION
 BR1812
 BR1812  HISTORY     - Date     Condition        Report By
 BR1812  HISTORY     - 1984     MONUMENTED       GADT
 BR1812
 BR1812                          STATION DESCRIPTION
 BR1812
 BR1812'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR1812'THE STATION IS LOCATED IN ALLENHURST, AT THE JUNCTION OF U.S.
 BR1812'HIGHWAY 82, AND DUNLEVIE ROAD, ABOUT 55 PACES NORTHEAST FROM
 BR1812'THE NORTHEAST CORNER OF A BRICK BUILDING.  THE U.S. POST
 BR1812'OFFICE IS IN THE WEST END OF THE BUILDING.
 BR1812'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR1812'
 BR1812'THE STATION IS A STANDARD GADT DISK
 BR1812'STAMPED---089-204 1984---,
 BR1812'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR1812'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1812'IT IS LOCATED
 BR1812'8.53 METERS (28 FT) NORTHEAST FROM THE CENTERLINE OF DUNLEVIE
 BR1812'ROAD,
 BR1812'22.37 METERS (73.4 FT) SOUTH FROM A POWER POLE WITH A LIGHT
 BR1812'ATTACHED,
 BR1812'16.6 METERS (54.5 FT) WEST FROM AN 18 INCH PINE TREE,
 BR1812'18.59 METERS (61 FT) NORTH-NORTHEAST FROM A 30 INCH FORKED OAK
 BR1812'TREE, AND
 BR1812'0.77 METER (2.5 FT) WEST FROM A METAL WITNESS POST.
 BR1812'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1812'STAMPED---089-204 1984---,
 BR1812'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE GROUND
 BR1812'SURFACE.
 BR1812'
 BR1812'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR1812'STAMPED---089-204 1984 RM 1---,
 BR1812'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR1812'AND RECESSED 10.16 CM BELOW THE SURFACE OF THE GROUND.
 BR1812'IT IS LOCATED
 BR1812'9.29 METERS (30.5 FT) NORTHEAST FROM THE CENTERLINE OF DUNLEVIE
 BR1812'ROAD,
 BR1812'21.03 METERS (69 FT) EAST FROM THE 30 INCH OAK TREE,
 BR1812'15.85 METERS (52 FT) SOUTHWEST FROM THE 18 INCH PINE TREE,
 BR1812'26.52 METERS (87 FT) NORTH-NORTHEAST FROM A TELEPHONE PEDESTAL,
 BR1812'AND
 BR1812'0.66 METER (2.2 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR1812'
 BR1812'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR1812'STAMPED---089-204 1984 AZ MK---,
 BR1812'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR1812'AND RECESSED 10.16 CM BELOW THE SURFACE OF THE GROUND.
 BR1812'2.92 METERS (9.5 FT) SOUTH-SOUTHEAST FROM THE BACK EDGE OF THE
 BR1812'CURB ON THE SOUTH SIDE OF U.S. HIGHWAY 82,
 BR1812'19.08 METERS (62.6 FT) NORTH FROM THE NORTHERN MOST CORNER OF A
 BR1812'CONCRETE BLOCK BUILDING,
 BR1812'39.2 METERS (128 FT) SOUTHWEST FROM A 1 FOOT IN DIAMETER ALUMINUM
 BR1812'RAIL ROAD SIGNAL CROSSING SUPPORT MOUNTED IN A SQUARE CONCRETE
 BR1812'FOOTING, AND
 BR1812'0.32 METER (1.1 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR1812'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1812'STAMPED---089-204 1984 AZ MK---,
 BR1812'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR1812'OF THE GROUND.
 BR1812'TO REACH THE AZIMUTH MARK FROM THE U.S. POST OFFICE IN ALLENHURST,
 BR1812'GO SOUTH ALONG U.S. HIGHWAY 82 FOR 0.5 KM (0.3 MI) TO THE STATION
 BR1812'ON THE LEFT.
 BR1812'
 BR1812'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0885 ***********************************************************************
 BR0885  DESIGNATION -  BV 089 204 AZ MK
 BR0885  PID         -  BR0885
 BR0885  STATE/COUNTY-  GA/LIBERTY
 BR0885  USGS QUAD   -  HINESVILLE (1973)
 BR0885
 BR0885                         *CURRENT SURVEY CONTROL
 BR0885  ___________________________________________________________________
 BR0885* NAD 83(1994)-  31 47 01.17150(N)    081 36 50.62117(W)     ADJUSTED  
 BR0885* NAVD 88     -        25.     (meters)      82.     (feet)  VERTCON   
 BR0885  ___________________________________________________________________
 BR0885  X           -     791,435.184 (meters)                     COMP
 BR0885  Y           -  -5,368,705.433 (meters)                     COMP
 BR0885  Z           -   3,340,060.670 (meters)                     COMP
 BR0885  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 BR0885  ELLIP HEIGHT-          -5.70  (meters)          (09/03/97) GPS OBS
 BR0885  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 BR0885
 BR0885  HORZ ORDER  -  FIRST
 BR0885  ELLP ORDER  -  FOURTH    CLASS II
 BR0885
 BR0885.The horizontal coordinates were established by GPS observations
 BR0885.and adjusted by the National Geodetic Survey in September 1997..
 BR0885
 BR0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0885
 BR0885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0885
 BR0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0885
 BR0885.The ellipsoidal height was determined by GPS observations
 BR0885.and is referenced to NAD 83.
 BR0885
 BR0885.The geoid height was determined by GEOID03.
 BR0885
 BR0885;                    North         East     Units Scale Factor Converg.
 BR0885;SPC GA E     -   197,863.213   252,334.770   MT  0.99993377   +0 17 27.9
 BR0885;SPC GA E     -   649,156.22    827,868.32   sFT  0.99993377   +0 17 27.9
 BR0885;UTM  17      - 3,516,620.404   441,862.341   MT  0.99964168   -0 19 24.4
 BR0885
 BR0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0885!SPC GA E     -   1.00000090  x   0.99993377  =   0.99993466
 BR0885!UTM  17      -   1.00000090  x   0.99964168  =   0.99964257
 BR0885
 BR0885                          SUPERSEDED SURVEY CONTROL
 BR0885
 BR0885  NAD 83(1986)-  31 47 01.17856(N)    081 36 50.62630(W) AD(       ) 1
 BR0885  NGVD 29 (10/08/91)   25.     (m)           82.     (f) VERT ANG       
 BR0885
 BR0885.Superseded values are not recommended for survey control.
 BR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0885.See file dsdata.txt to determine how the superseded data were derived.
 BR0885
 BR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4186216620(NAD 83)
 BR0885_MARKER: DD = SURVEY DISK
 BR0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0885+STABILITY: SURFACE MOTION
 BR0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0885+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1985
 BR0885
 BR0885  HISTORY     - Date     Condition        Report By
 BR0885  HISTORY     - 1984     MONUMENTED       GADT
 BR0885  HISTORY     - 19850813 GOOD
 BR0885
 BR0885                          STATION DESCRIPTION
 BR0885
 BR0885'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0885'THE STATION IS LOCATED IN ALLENHURST.
 BR0885'
 BR0885'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALLENHURST,
 BR0885'GO SOUTH ALONG U.S. HIGHWAY 82 FOR 0.5 KM (0.3 MI) TO THE
 BR0885'STATION ON THE LEFT.
 BR0885'
 BR0885'THE STATION IS A STANDARD GADT DISK
 BR0885'STAMPED---089-204 1984 AZ MK---,
 BR0885'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0885'AND RECESSED 10.16 CM BELOW THE SURFACE OF THE GROUND.
 BR0885'IT IS LOCATED
 BR0885'2.92 METERS (9.5 FT) SOUTH-SOUTHEAST FROM THE BACK EDGE OF THE
 BR0885'CURB ON THE SOUTH SIDE OF THE HIGHWAY,
 BR0885'19.08 METERS (62.6 FT) NORTH FROM THE NORTHERN MOST CORNER OF
 BR0885'A CONCRETE BLOCK BUILDING ,
 BR0885'39.2 METERS (128 FT) SOUTHWEST FROM A 1 FOOT IN DIAMETER ALUMINUM
 BR0885'RAIL ROAD SIGNAL CROSSING SUPPORT MOUNTED IN A SQUARE CONCRETE
 BR0885'FOOTING AND
 BR0885'0.32 METER (1.1 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0885'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR0885'STAMPED---089-204 1984 AZ MK---,
 BR0885'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0885'OF THE GROUND.
 BR0885'
 BR0885'DESCRIBED BY T.B. KNIGHT.
 BR0885
 BR0885                          STATION RECOVERY (1985)
 BR0885
 BR0885'RECOVERED 1985
 BR0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0886 ***********************************************************************
 BR0886  DESIGNATION -  BV 089 205
 BR0886  PID         -  BR0886
 BR0886  STATE/COUNTY-  GA/LIBERTY
 BR0886  USGS QUAD   -  DORCHESTER (1973)
 BR0886
 BR0886                         *CURRENT SURVEY CONTROL
 BR0886  ___________________________________________________________________
 BR0886* NAD 83(1994)-  31 48 12.20332(N)    081 29 26.57655(W)     ADJUSTED  
 BR0886* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 BR0886  ___________________________________________________________________
 BR0886  X           -     802,818.145 (meters)                     COMP
 BR0886  Y           -  -5,365,833.671 (meters)                     COMP
 BR0886  Z           -   3,341,910.491 (meters)                     COMP
 BR0886  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 BR0886  ELLIP HEIGHT-         -24.18  (meters)          (09/03/97) GPS OBS
 BR0886  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 BR0886
 BR0886  HORZ ORDER  -  FIRST
 BR0886  ELLP ORDER  -  FOURTH    CLASS II
 BR0886
 BR0886.The horizontal coordinates were established by GPS observations
 BR0886.and adjusted by the National Geodetic Survey in September 1997..
 BR0886
 BR0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0886
 BR0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0886
 BR0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0886
 BR0886.The ellipsoidal height was determined by GPS observations
 BR0886.and is referenced to NAD 83.
 BR0886
 BR0886.The geoid height was determined by GEOID03.
 BR0886
 BR0886;                    North         East     Units Scale Factor Converg.
 BR0886;SPC GA E     -   200,116.875   264,002.915   MT  0.99995050   +0 21 22.5
 BR0886;SPC GA E     -   656,550.11    866,149.56   sFT  0.99995050   +0 21 22.5
 BR0886;UTM  17      - 3,518,748.104   453,550.390   MT  0.99962661   -0 15 31.0
 BR0886
 BR0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0886!SPC GA E     -   1.00000380  x   0.99995050  =   0.99995430
 BR0886!UTM  17      -   1.00000380  x   0.99962661  =   0.99963041
 BR0886
 BR0886|---------------------------------------------------------------------|
 BR0886| PID    Reference Object                     Distance      Geod. Az  |
 BR0886|                                                           dddmmss.s |
 BR0886| CR7884 BV 089 205 RM 1                      20.860 METERS 08948     |
 BR0886| BR0887 BV 089 205 AZ MK                    APPROX. 0.9 KM 1583531.5 |
 BR0886|---------------------------------------------------------------------|
 BR0886
 BR0886                          SUPERSEDED SURVEY CONTROL
 BR0886
 BR0886  NAD 83(1986)-  31 48 12.21194(N)    081 29 26.58270(W) AD(       ) 1
 BR0886  NGVD 29 (09/27/88)    6.5    (m)           21.     (f) GPS OBS        
 BR0886
 BR0886.Superseded values are not recommended for survey control.
 BR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0886.See file dsdata.txt to determine how the superseded data were derived.
 BR0886
 BR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5355018748(NAD 83)
 BR0886_MARKER: DD = SURVEY DISK
 BR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0886+STABILITY: SURFACE MOTION
 BR0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0886+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1985
 BR0886
 BR0886  HISTORY     - Date     Condition        Report By
 BR0886  HISTORY     - 1984     MONUMENTED       GADT
 BR0886  HISTORY     - 19850801 GOOD
 BR0886
 BR0886                          STATION DESCRIPTION
 BR0886
 BR0886'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0886'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) SOUTHEAST FROM
 BR0886'HINESVILLE, 11.1 KM (6.9 MI) EAST-NORTHEAST FROM ALLENHURST, AND
 BR0886'5.8 KM (3.6 MI) WEST FROM MIDWAY.
 BR0886'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0886'
 BR0886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 BR0886'ROUTE 196, LOCATED SOUTHEAST FROM THE RAILROAD CROSSING STATE ROUTE
 BR0886'196 IN MCINTOSH, WHICH IS ABOUT 5.3 KM (3.3 MI) SOUTHEAST FROM
 BR0886'FLEMINGTON, GO SOUTHEAST ALONG U.S. HIGHWAY 82 FOR 1.6 KM (1 MI)
 BR0886'TO THE JUNCTION OF PAVED COUNTY ROAD 49 TO THE RIGHT.  CONTINUE
 BR0886'GOING SOUTHEAST ALONG U.S. HIGHWAY 82 FOR 2.25 KM (1.4 MI) TO THE
 BR0886'JUNCTION OF PAVED COUNTY ROAD 91886 TO THE RIGHT.  TURN RIGHT GOING
 BR0886'SOUTHEAST ALONG COUNTY ROAD 91886 FOR 0.65 KM (0.4 MI) TO THE
 BR0886'STATION ON THE RIGHT.
 BR0886'
 BR0886'THE STATION IS A STANDARD GADT DISK
 BR0886'STAMPED---089-205 1984---,
 BR0886'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0886'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0886'IT IS LOCATED
 BR0886'4.9 METERS (16 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR0886'16.46 METERS (54 FT) SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER,
 BR0886'22.10 METERS (72.5 FT) WEST FROM A FENCECORNER ON THE EAST SIDE OF
 BR0886'THE ROAD,
 BR0886'25.62 METERS (84 FT) NORTH FROM THE NORTH END OF A 15 INCH METAL
 BR0886'PIPE UNDER A FIELD ROAD TO THE WEST, AND
 BR0886'0.91 METER (3 FT) EAST FROM A WITNESS POST.
 BR0886'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0886'STAMPED---089-205 1984---,
 BR0886'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0886'
 BR0886'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0886'STAMPED---089-205 1984 RM 1---,
 BR0886'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0886'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0886'IT IS LOCATED
 BR0886'14.10 METERS (48.00 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR0886'18.30 METERS (60.00 FT) SOUTHEAST FROM THE SOUTHEND OF A 15 INCH
 BR0886'METAL PIPE UNDER A DRIVEWAY TO THE EAST,
 BR0886'1.13 METERS (3.7 FT) WEST-NORTHWEST FROM A FENCE CORNER,
 BR0886'AND 1.7 METERS (5.6 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0886'
 BR0886'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0886'STAMPED---089-205 1984 AZ MK---,
 BR0886'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0886'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0886'IT IS LOCATED
 BR0886'4.72 METERS (15.50 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 BR0886'18.30 METERS (60.00 FT) SOUTH FROM THE SOUTH END OF A CONCRETE PIPE
 BR0886'UNDER A DIRT ROAD TO THE EAST,
 BR0886'18.38 METERS (60.30 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE
 BR0886'CABLE PEDESTAL, AND
 BR0886'0.89 METER (2.9 FT) NORTH FROM A WITNESS POST.
 BR0886'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0886'STAMPED---089-205 1984 AZ MK---,
 BR0886'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0886'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED GOING SOUTH
 BR0886'ALONG COUNTY ROAD 91886 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF
 BR0886'DIRT COUNTY ROAD 181 FORKING TO THE LEFT AND THE STATION ABOUT
 BR0886'22 METERS (75 FT) SOUTH FROM THE JUNCTION.
 BR0886'
 BR0886'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0886'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0886'1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
 BR0886
 BR0886                          STATION RECOVERY (1985)
 BR0886
 BR0886'RECOVERED 1985
 BR0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0887 ***********************************************************************
 BR0887  DESIGNATION -  BV 089 205 AZ MK
 BR0887  PID         -  BR0887
 BR0887  STATE/COUNTY-  GA/LIBERTY
 BR0887  USGS QUAD   -  DORCHESTER (1973)
 BR0887
 BR0887                         *CURRENT SURVEY CONTROL
 BR0887  ___________________________________________________________________
 BR0887* NAD 83(1994)-  31 47 45.31735(N)    081 29 14.23476(W)     ADJUSTED  
 BR0887* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 BR0887  ___________________________________________________________________
 BR0887  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 BR0887  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 BR0887
 BR0887  HORZ ORDER  -  SECOND
 BR0887
 BR0887.The horizontal coordinates were established by classical geodetic methods
 BR0887.and adjusted by the National Geodetic Survey in September 1997..
 BR0887.No horizontal observational check was made to the station.
 BR0887
 BR0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0887
 BR0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0887
 BR0887.The geoid height was determined by GEOID03.
 BR0887
 BR0887;                    North         East     Units Scale Factor Converg.
 BR0887;SPC GA E     -   199,290.843   264,332.705   MT  0.99995103   +0 21 28.7
 BR0887;SPC GA E     -   653,840.04    867,231.55   sFT  0.99995103   +0 21 28.7
 BR0887;UTM  17      - 3,517,918.850   453,871.193   MT  0.99962624   -0 15 24.3
 BR0887
 BR0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0887!SPC GA E     -   1.00000385  x   0.99995103  =   0.99995488
 BR0887!UTM  17      -   1.00000385  x   0.99962624  =   0.99963009
 BR0887
 BR0887                          SUPERSEDED SURVEY CONTROL
 BR0887
 BR0887  NAD 83(1986)-  31 47 45.32573(N)    081 29 14.24170(W) AD(       ) 2
 BR0887  NGVD 29 (09/27/88)    6.3    (m)           21.     (f) VERT ANG       
 BR0887
 BR0887.Superseded values are not recommended for survey control.
 BR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0887.See file dsdata.txt to determine how the superseded data were derived.
 BR0887
 BR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5387117919(NAD 83)
 BR0887_MARKER: DD = SURVEY DISK
 BR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0887+STABILITY: SURFACE MOTION
 BR0887
 BR0887  HISTORY     - Date     Condition        Report By
 BR0887  HISTORY     - 1984     MONUMENTED       GADT
 BR0887
 BR0887                          STATION DESCRIPTION
 BR0887
 BR0887'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0887'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) WEST FROM MIDWAY,
 BR0887'10.8 KM (6.7 MI) SOUTHEAST FROM HINESVILLE, AND 11.1 KM (6.9 MI)
 BR0887'EAST-NORTHEAST FROM ALLENHURST.
 BR0887'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0887'
 BR0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 BR0887'ROUTE 196, LOCATED SOUTHEAST FROM THE RAILROAD CROSSING STATE ROUTE
 BR0887'196 IN MCINTOSH, WHICH IS ABOUT 5.3 KM (3.3 MI) SOUTHEAST FROM
 BR0887'FLEMINGTON, GO SOUTHEAST ALONG U.S. HIGHWAY 82 FOR 1.6 KM (1 MI) TO
 BR0887'THE JUNCTION OF PAVED COUNTY ROAD 49 TO THE RIGHT.  CONTINUE GOING
 BR0887'SOUTHEAST ALONG U.S. HIGHWAY 82 FOR 2.25 KM (1.4 MI) TO THE JUNCTION
 BR0887'OF PAVED COUNTY ROAD 91886 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST
 BR0887'ALONG COUNTY ROAD 91886 FOR 1.55 KM (0.95 MI) TO THE JUNCTION OF A
 BR0887'DIRT COUNTY ROAD 181 FORKING TO THE LEFT AND THE STATION ON THE LEFT
 BR0887'ABOUT 22 METERS (75 FT) SOUTH FROM THE JUNCTION.
 BR0887'
 BR0887'THE STATION IS A STANDARD GADT DISK
 BR0887'STAMPED---089-205 GADT AZ MK---,
 BR0887'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0887'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0887'IT IS LOCATED
 BR0887'4.72 METERS (15.5 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 BR0887'18.3 METERS (60 FT) SOUTH FROM THE SOUTH END OF A CONCRETE PIPE
 BR0887'UNDER COUNTY ROAD 181,
 BR0887'18.38 METERS (60.3 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0887'PEDESTAL, AND
 BR0887'0.89 METER (2.9 FT) NORTH FROM A WITNESS POST.
 BR0887'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0887'STAMPED---089-205 1984 AZ MK---,
 BR0887'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0887'
 BR0887'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0887'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B.
 BR0887'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0888 ***********************************************************************
 BR0888  DESIGNATION -  BV 089 206
 BR0888  PID         -  BR0888
 BR0888  STATE/COUNTY-  GA/LIBERTY
 BR0888  USGS QUAD   -  RICEBORO (1980)
 BR0888
 BR0888                         *CURRENT SURVEY CONTROL
 BR0888  ___________________________________________________________________
 BR0888* NAD 83(1994)-  31 43 06.78442(N)    081 28 43.08437(W)     ADJUSTED  
 BR0888* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 BR0888  ___________________________________________________________________
 BR0888  X           -     804,683.133 (meters)                     COMP
 BR0888  Y           -  -5,370,560.332 (meters)                     COMP
 BR0888  Z           -   3,333,911.506 (meters)                     COMP
 BR0888  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 BR0888  ELLIP HEIGHT-         -25.31  (meters)          (09/03/97) GPS OBS
 BR0888  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 BR0888
 BR0888  HORZ ORDER  -  FIRST
 BR0888  ELLP ORDER  -  FOURTH    CLASS II
 BR0888
 BR0888.The horizontal coordinates were established by GPS observations
 BR0888.and adjusted by the National Geodetic Survey in September 1997..
 BR0888
 BR0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0888
 BR0888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0888
 BR0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0888
 BR0888.The ellipsoidal height was determined by GPS observations
 BR0888.and is referenced to NAD 83.
 BR0888
 BR0888.The geoid height was determined by GEOID03.
 BR0888
 BR0888;                    North         East     Units Scale Factor Converg.
 BR0888;SPC GA E     -   190,717.562   265,206.314   MT  0.99995242   +0 21 42.3
 BR0888;SPC GA E     -   625,712.53    870,097.72   sFT  0.99995242   +0 21 42.3
 BR0888;UTM  17      - 3,509,339.495   454,652.617   MT  0.99962536   -0 15 05.9
 BR0888
 BR0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0888!SPC GA E     -   1.00000397  x   0.99995242  =   0.99995639
 BR0888!UTM  17      -   1.00000397  x   0.99962536  =   0.99962933
 BR0888
 BR0888|---------------------------------------------------------------------|
 BR0888| PID    Reference Object                     Distance      Geod. Az  |
 BR0888|                                                           dddmmss.s |
 BR0888| CR7885 BV 089 206 RM 1                      21.610 METERS 05733     |
 BR0888| BR0889 BV 089 206 AZ MK                    285.649 METERS 25548     |
 BR0888|---------------------------------------------------------------------|
 BR0888
 BR0888                          SUPERSEDED SURVEY CONTROL
 BR0888
 BR0888  NAD 83(1986)-  31 43 06.78922(N)    081 28 43.08745(W) AD(       ) 1
 BR0888  NGVD 29 (09/27/88)    5.5    (m)           18.     (f) GPS OBS        
 BR0888
 BR0888.Superseded values are not recommended for survey control.
 BR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0888.See file dsdata.txt to determine how the superseded data were derived.
 BR0888
 BR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5465309339(NAD 83)
 BR0888_MARKER: DD = SURVEY DISK
 BR0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0888+STABILITY: SURFACE MOTION
 BR0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0888+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 BR0888
 BR0888  HISTORY     - Date     Condition        Report By
 BR0888  HISTORY     - 1984     MONUMENTED       GADT
 BR0888  HISTORY     - 19850806 GOOD
 BR0888  HISTORY     - 20060612 GOOD             JCLS
 BR0888
 BR0888                          STATION DESCRIPTION
 BR0888
 BR0888'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0888'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) SOUTHWEST FROM MIDWAY,
 BR0888'15.6 KM (9.7 MI) EAST-SOUTHEAST FROM WALTHOURVILLE, AND 17.55 KM
 BR0888'(10.9 MI) SOUTH-SOUTHEAST FROM FLEMINGTON.
 BR0888'OWNERSHIP--CURY WILSON, ROUTE 159, RICEBORO GEORGIA.
 BR0888'
 BR0888'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICEBORO, GO SOUTH
 BR0888'ALONG U.S. HIGHWAY 17 FOR 4.85 KM (3 MI) TO THE JUNCTION OF PAVED
 BR0888'COUNTY ROAD 50 TO THE RIGHT, AND DIRT COUNTY ROAD 50 TO THE LEFT.
 BR0888'TURN RIGHT GOING WEST ALONG COUNTY ROAD 50 FOR 3.45 KM (2.15 MI)
 BR0888'TO THE JUNCTION OF A RAILROAD TRACK CROSSING, AND STATION LESTER
 BR0888'1918 ON THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 50 FOR
 BR0888'3.55 KM (2.2 MI) TO THE JUNCTION OF COUNTY ROAD 165 (BARRINGTON
 BR0888'FERRY ROAD) TO THE RIGHT, AND  COUNTY ROAD 165 TO THE LEFT.
 BR0888'TURN RIGHT
 BR0888'GOING NORTH ALONG COUNTY ROAD 165 FOR 0.1 KM (0.05 MI) TO THE
 BR0888'STATION AT AN OUTFIELD FENCE OF A BASEBALL FIELD.
 BR0888'
 BR0888'THE STATION IS A STANDARD GADT DISK
 BR0888'STAMPED---089-206 1984---,
 BR0888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0888'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0888'IT IS LOCATED
 BR0888'115.52 METERS (379 FT) SOUTHEAST FROM THE CENTERLINE OF THE COUNTY
 BR0888'ROAD,
 BR0888'0.91 METER (3 FT) SOUTH FROM AN ANGLED CORNER OF THE CHAIN LINK FENCE
 BR0888'IN CENTERFIELD,
 BR0888'AND 0.91 METER (3 FT) SOUTH FROM A METAL WITNESS POST.
 BR0888'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0888'STAMPED---091-206 1984---,
 BR0888'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0888'
 BR0888'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0888'STAMPED---089-206 1984 RM 1---,
 BR0888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0888'AND RECESSED 10.16 CM BELOW THE SURFACE OF THE GROUND.
 BR0888'IT IS LOCATED
 BR0888'106.68 METERS (350 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 BR0888'21.49 METERS (70.5 FT) NORTHEAST FROM THE ANGLED CORNER OF THE
 BR0888'CHAIN LINK FENCE IN CENTERFIELD,
 BR0888'14.95 METERS (49 FT) SOUTHWEST FROM AN ANGLED CORNER OF THE CHAIN
 BR0888'LINK FENCE IN THE RIGHT FIELD, AND
 BR0888'0.91 METER (3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0888'
 BR0888'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0888'STAMPED---089-206 1984 AZ MK---,
 BR0888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0888'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0888'IT IS LOCATED
 BR0888'12.10 METERS (39.70 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0888'ROAD,
 BR0888'3.6 METERS (11.8 FT) SOUTHWEST FROM THE EAST END OF A 15 INCH
 BR0888'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR0888'6.7 METERS (22 FT) SOUTHEAST FROM THE WEST END OF THE 15 INCH
 BR0888'CONCRETE PIPE,
 BR0888'33.3 METERS (109.3 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0888'PEDESTAL, AND
 BR0888'3.6 METERS (11.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0888'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0888'STAMPED---089-206 1984 AZ MK---,
 BR0888'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0888'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 50 AND
 BR0888'COUNTY ROAD 165, GO WEST ALONG COUNTY ROAD 50 FOR 0.1 KM (0.05 MI)
 BR0888'TO THE JUNCTION OF THE CURY WILSON RESIDENCE DRIVEWAY TO THE LEFT,
 BR0888'AND THE AZIMUTH MARK ON THE LEFT.
 BR0888'
 BR0888'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0888'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0888'1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
 BR0888
 BR0888                          STATION RECOVERY (1985)
 BR0888
 BR0888'RECOVERED 1985
 BR0888'RECOVERED IN GOOD CONDITION.
 BR0888
 BR0888                          STATION RECOVERY (2006)
 BR0888
 BR0888'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 BR0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0889 ***********************************************************************
 BR0889  DESIGNATION -  BV 089 206 AZ MK
 BR0889  PID         -  BR0889
 BR0889  STATE/COUNTY-  GA/LIBERTY
 BR0889  USGS QUAD   -  RICEBORO (1980)
 BR0889
 BR0889                         *CURRENT SURVEY CONTROL
 BR0889  ___________________________________________________________________
 BR0889* NAD 83(1994)-  31 43 04.50989(N)    081 28 53.60260(W)     ADJUSTED  
 BR0889* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 BR0889  ___________________________________________________________________
 BR0889  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 BR0889  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 BR0889
 BR0889  HORZ ORDER  -  SECOND
 BR0889
 BR0889.The horizontal coordinates were established by classical geodetic methods
 BR0889.and adjusted by the National Geodetic Survey in September 1997..
 BR0889.No horizontal observational check was made to the station.
 BR0889
 BR0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0889
 BR0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0889
 BR0889.The geoid height was determined by GEOID03.
 BR0889
 BR0889;                    North         East     Units Scale Factor Converg.
 BR0889;SPC GA E     -   190,645.765   264,929.850   MT  0.99995198   +0 21 36.7
 BR0889;SPC GA E     -   625,476.98    869,190.68   sFT  0.99995198   +0 21 36.7
 BR0889;UTM  17      - 3,509,270.685   454,375.490   MT  0.99962567   -0 15 11.4
 BR0889
 BR0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0889!SPC GA E     -   1.00000378  x   0.99995198  =   0.99995576
 BR0889!UTM  17      -   1.00000378  x   0.99962567  =   0.99962945
 BR0889
 BR0889                          SUPERSEDED SURVEY CONTROL
 BR0889
 BR0889  NAD 83(1986)-  31 43 04.51491(N)    081 28 53.60573(W) AD(       ) 2
 BR0889  NGVD 29 (09/27/88)    6.7    (m)           22.     (f) VERT ANG       
 BR0889
 BR0889.Superseded values are not recommended for survey control.
 BR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0889.See file dsdata.txt to determine how the superseded data were derived.
 BR0889
 BR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5437509271(NAD 83)
 BR0889_MARKER: DD = SURVEY DISK
 BR0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0889+STABILITY: SURFACE MOTION
 BR0889
 BR0889  HISTORY     - Date     Condition        Report By
 BR0889  HISTORY     - 1984     MONUMENTED       GADT
 BR0889
 BR0889                          STATION DESCRIPTION
 BR0889
 BR0889'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0889'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) SOUTHWEST FROM MIDWAY,
 BR0889'15.6 KM (9.7 MI) EAST-SOUTHEAST FROM WALTHOURVILLE, AND 17.55 KM
 BR0889'(10.9 MI) SOUTH-SOUTHEAST FROM FLEMINGTON.
 BR0889'OWNERSHIP--CURY WILSON, ROUTE 159, RICEBORO, GEORGIA.
 BR0889'
 BR0889'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICEBORO, GO SOUTH
 BR0889'ALONG U.S. HIGHWAY 17 FOR 4.85 KM (3 MI) TO THE JUNCTION OF PAVED
 BR0889'COUNTY ROAD 50 TO THE RIGHT, AND DIRT COUNTY ROAD 50 TO THE LEFT.
 BR0889'TURN RIGHT GOING WEST ALONG COUNTY ROAD 50 FOR 3.45 KM (2.15 MI) TO
 BR0889'THE JUNCTION OF THE RAILROAD TRACK CROSSING, AND STATION LESTER 1918
 BR0889'ON THE LEFT.  CONTINUE GOING WEST ALONG COUNTY ROAD 50 FOR 3.55 KM
 BR0889'(2.2 MI) TO THE JUNCTION OF COUNTY ROAD 165 (BARRINGTON FERRY ROAD)
 BR0889'TO THE RIGHT, AND COUNTY ROAD 165 TO THE LEFT.  CONTINUE GOING WEST
 BR0889'ALONG COUNTY ROAD 50 FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF THE
 BR0889'CURY WILSON RESIDENCE DRIVEWAY TO THE LEFT, AND THE STATION ON THE
 BR0889'LEFT.
 BR0889'
 BR0889'THE STATION IS A STANDARD GADT DISK
 BR0889'STAMPED---089-206 1984 AZ MK---,
 BR0889'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0889'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0889'IT IS LOCATED
 BR0889'12.1 METERS (39.7 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0889'ROAD,
 BR0889'3.6 METERS (11.8 FT) SOUTHWEST FROM THE EAST END OF A 15 INCH
 BR0889'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR0889'6.7 METERS (22 FT) SOUTHEAST FROM THE WEST END OF A 15 INCH
 BR0889'CONCRETE PIPE,
 BR0889'33.3 METERS (109.3 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0889'PEDESTAL, AND
 BR0889'3.6 METERS (11.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0889'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0889'STAMPED---089-206 1984 AZ MK---,
 BR0889'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0889'
 BR0889'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0889'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B.
 BR0889'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0891 ***********************************************************************
 BR0891  DESIGNATION -  BV 089 207 AZ MK
 BR0891  PID         -  BR0891
 BR0891  STATE/COUNTY-  GA/LIBERTY
 BR0891  USGS QUAD   -  DORCHESTER (1973)
 BR0891
 BR0891                         *CURRENT SURVEY CONTROL
 BR0891  ___________________________________________________________________
 BR0891* NAD 83(1994)-  31 45 47.95076(N)    081 27 10.18681(W)     ADJUSTED  
 BR0891* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 BR0891  ___________________________________________________________________
 BR0891  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 BR0891  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 BR0891
 BR0891  HORZ ORDER  -  SECOND
 BR0891
 BR0891.The horizontal coordinates were established by classical geodetic methods
 BR0891.and adjusted by the National Geodetic Survey in September 1997..
 BR0891.No horizontal observational check was made to the station.
 BR0891
 BR0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0891
 BR0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0891
 BR0891.The geoid height was determined by GEOID03.
 BR0891
 BR0891;                    North         East     Units Scale Factor Converg.
 BR0891;SPC GA E     -   195,696.995   267,619.420   MT  0.99995637   +0 22 32.8
 BR0891;SPC GA E     -   642,049.22    878,014.71   sFT  0.99995637   +0 22 32.8
 BR0891;UTM  17      - 3,514,291.157   457,118.110   MT  0.99962268   -0 14 18.2
 BR0891
 BR0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0891!SPC GA E     -   1.00000400  x   0.99995637  =   0.99996037
 BR0891!UTM  17      -   1.00000400  x   0.99962268  =   0.99962668
 BR0891
 BR0891                          SUPERSEDED SURVEY CONTROL
 BR0891
 BR0891  NAD 83(1986)-  31 45 47.96020(N)    081 27 10.19306(W) AD(       ) 2
 BR0891  NGVD 29 (09/27/88)    5.4    (m)           18.     (f) VERT ANG       
 BR0891
 BR0891.Superseded values are not recommended for survey control.
 BR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0891.See file dsdata.txt to determine how the superseded data were derived.
 BR0891
 BR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5711814291(NAD 83)
 BR0891_MARKER: DD = SURVEY DISK
 BR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0891+STABILITY: SURFACE MOTION
 BR0891
 BR0891  HISTORY     - Date     Condition        Report By
 BR0891  HISTORY     - 1984     MONUMENTED       GADT
 BR0891
 BR0891                          STATION DESCRIPTION
 BR0891
 BR0891'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0891'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) SOUTHWEST FROM MIDWAY,
 BR0891'14.8 KM (9.2 MI) EAST FROM ALLENHURST, AND 14.65 KM (9.1 MI)
 BR0891'SOUTHEAST FROM FLEMINGTON.
 BR0891'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0891'
 BR0891'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RICEBORO, GO NORTH
 BR0891'ALONG U.S. HIGHWAY 17 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF STATE
 BR0891'ROUTE 119 (COUNTY ROAD 91135) TO THE LEFT.  TURN LEFT GOING WEST
 BR0891'ALONG STATE ROUTE 119 FOR 2.35 KM (1.45 MI) TO THE JUNCTION OF
 BR0891'COUNTY ROAD 165 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD
 BR0891'165 FOR 2 KM (1.25 MI) TO THE JUNCTION OF A WOODS ROAD TO THE RIGHT
 BR0891'AND THE STATION ON THE RIGHT.
 BR0891'
 BR0891'THE STATION IS A STANDARD GADT DISK
 BR0891'STAMPED---089-207 1984 AZ MK---,
 BR0891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0891'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0891'IT IS LOCATED
 BR0891'11.6 METERS (38 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD
 BR0891'165,
 BR0891'2.43 METERS (8 FT) SOUTHEAST FROM THE NORTH END OF A METAL PIPE
 BR0891'UNDER A WOODS ROAD TO THE EAST,
 BR0891'22.26 METERS (73 FT) SOUTH-SOUTHWEST FROM A POWER POLE, AND
 BR0891'1.02 METERS (3.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0891'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0891'STAMPED---089-207 1984 AZ MK---,
 BR0891'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0891'
 BR0891'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0891'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B.
 BR0891'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0892 ***********************************************************************
 BR0892  DESIGNATION -  BV 089 208
 BR0892  PID         -  BR0892
 BR0892  STATE/COUNTY-  GA/LIBERTY
 BR0892  USGS QUAD   -  RICEBORO (1980)
 BR0892
 BR0892                         *CURRENT SURVEY CONTROL
 BR0892  ___________________________________________________________________
 BR0892* NAD 83(1994)-  31 42 18.03866(N)    081 24 55.91034(W)     ADJUSTED  
 BR0892* NAVD 88     -         7.11   (+/-2cm)      23.3    (feet)  VERTCON   
 BR0892  ___________________________________________________________________
 BR0892  X           -     810,715.660 (meters)                     COMP
 BR0892  Y           -  -5,370,452.743 (meters)                     COMP
 BR0892  Z           -   3,332,635.249 (meters)                     COMP
 BR0892  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 BR0892  ELLIP HEIGHT-         -23.45  (meters)          (09/03/97) GPS OBS
 BR0892  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 BR0892
 BR0892  HORZ ORDER  -  FIRST
 BR0892  VERT ORDER  -  THIRD (See Below)
 BR0892  ELLP ORDER  -  FOURTH    CLASS II
 BR0892
 BR0892.The horizontal coordinates were established by GPS observations
 BR0892.and adjusted by the National Geodetic Survey in September 1997..
 BR0892
 BR0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0892.The vertical order pertains to the NGVD 29 superseded value.
 BR0892
 BR0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0892
 BR0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0892
 BR0892.The ellipsoidal height was determined by GPS observations
 BR0892.and is referenced to NAD 83.
 BR0892
 BR0892.The geoid height was determined by GEOID03.
 BR0892
 BR0892;                    North         East     Units Scale Factor Converg.
 BR0892;SPC GA E     -   189,255.752   271,197.303   MT  0.99996250   +0 23 41.2
 BR0892;SPC GA E     -   620,916.58    889,753.15   sFT  0.99996250   +0 23 41.2
 BR0892;UTM  17      - 3,507,814.157   460,625.613   MT  0.99961912   -0 13 06.2
 BR0892
 BR0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0892!SPC GA E     -   1.00000368  x   0.99996250  =   0.99996618
 BR0892!UTM  17      -   1.00000368  x   0.99961912  =   0.99962280
 BR0892
 BR0892|---------------------------------------------------------------------|
 BR0892| PID    Reference Object                     Distance      Geod. Az  |
 BR0892|                                                           dddmmss.s |
 BR0892| BR0411 U 198                                66.269 METERS 11013     |
 BR0892| BR0995 RICE DELTA 1                        237.275 METERS 15107     |
 BR0892| CR7887 BV 089 208 RM 1                      16.395 METERS 15441     |
 BR0892| BR0893 BV 089 208 AZ MK                    470.538 METERS 3414013.7 |
 BR0892|---------------------------------------------------------------------|
 BR0892
 BR0892                          SUPERSEDED SURVEY CONTROL
 BR0892
 BR0892  NAD 83(1986)-  31 42 18.04834(N)    081 24 55.91988(W) AD(       ) 1
 BR0892  NGVD 29 (09/27/88)    7.40   (m)           24.3    (f) LEVELING    3  
 BR0892
 BR0892.Superseded values are not recommended for survey control.
 BR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0892.See file dsdata.txt to determine how the superseded data were derived.
 BR0892
 BR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6062607814(NAD 83)
 BR0892_MARKER: DD = SURVEY DISK
 BR0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0892+STABILITY: SURFACE MOTION
 BR0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0892+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 BR0892
 BR0892  HISTORY     - Date     Condition        Report By
 BR0892  HISTORY     - 1984     MONUMENTED       GADT
 BR0892  HISTORY     - 19850806 GOOD
 BR0892  HISTORY     - 20060525 GOOD             WARDED
 BR0892
 BR0892                          STATION DESCRIPTION
 BR0892
 BR0892'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0892'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) SOUTH-SOUTHEAST FROM
 BR0892'RICEBORO,
 BR0892'21.4 KM (13.3 MI) EAST-SOUTHEAST FROM WALTHOURVILLE, AND 21.9 KM
 BR0892'(13.6 MI) SOUTHEAST FROM FLEMINGTON.
 BR0892'OWNERSHIP--STATE RIGHT OF WAY.
 BR0892'
 BR0892'TO REACH THE STATION FROM THE U.S. HIGHWAY 17 BRIDGE OVER THE
 BR0892'RAILROAD TRACKS AT THE SOUTHEND OF RICEBORO, GO SOUTHEAST ALONG
 BR0892'U.S. HIGHWAY 17 FOR 3.05 KM (1.9 MI) TO A BRIDGE OVER PAYNE CREEK.
 BR0892'CONTINUE GOING SOUTHEAST ALONG U.S. HIGHWAY 17 FOR 0.7 KM (0.45 MI)
 BR0892'TO THE STATION ON THE RIGHT AT A WHITE BOARD FENCELINE.
 BR0892'
 BR0892'THE STATION IS A STANDARD GADT DISK
 BR0892'STAMPED---089-208 1984---,
 BR0892'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0892'AND RECESSED 7.62 CM BELOW THE SURFACE OF THE GROUND.
 BR0892'IT IS LOCATED
 BR0892'20.9 METERS (68.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0892'44.9 METERS (147.4 FT) SOUTH-SOUTHEAST FROM A DRIVEWAY TO THE WEST,
 BR0892'40.3 METERS (132.2 FT) SOUTH FROM THE SOUTH END OF AN 18 INCH
 BR0892'CONCRETE PIPE UNDER THE DRIVEWAY TO THE WEST, AND
 BR0892'1.8 METERS (6 FT) NORTHEAST FROM A METAL WITNESS POST SET AT THE
 BR0892'FENCELINE.
 BR0892'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0892'STAMPED---089-208 1984---,
 BR0892'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0892'
 BR0892'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0892'STAMPED---089-208 1984 RM 1---,
 BR0892'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0892'AND RECESSED 7.62 CM BELOW THE SURFACE OF THE GROUND.
 BR0892'IT IS LOCATED
 BR0892'21.94 METERS (72 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0892'39 METERS (128 FT) NORTH-NORTHWEST FROM THE SOUTH END OF THE
 BR0892'FENCELINE,
 BR0892'1 METER (3.3 FT) SOUTHEAST FROM THE FENCE, AND
 BR0892'0.7 METER (2.3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0892'
 BR0892'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0892'STAMPED---089-208 1984 AZ MK---,
 BR0892'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0892'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0892'IT IS LOCATED
 BR0892'26.83 METERS (88 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0892'4.6 METERS (15 FT) WEST FROM THE OLD HIGHWAY, AND
 BR0892'0.7 METER (2.3 FT) SOUTH FROM A METAL WITNESS POST.
 BR0892'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0892'STAMPED---089-208 1984 AZ MK---,
 BR0892'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG U.S.
 BR0892'HIGHWAY 17 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE WEST
 BR0892'SIDE OF THE OLD HIGHWAY.
 BR0892'
 BR0892'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0892'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0892'1975.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
 BR0892
 BR0892                          STATION RECOVERY (1985)
 BR0892
 BR0892'RECOVERED 1985
 BR0892'RECOVERED IN GOOD CONDITION.
 BR0892
 BR0892                          STATION RECOVERY (2006)
 BR0892
 BR0892'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 BR0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0893 ***********************************************************************
 BR0893  DESIGNATION -  BV 089 208 AZ MK
 BR0893  PID         -  BR0893
 BR0893  STATE/COUNTY-  GA/LIBERTY
 BR0893  USGS QUAD   -  RICEBORO (1980)
 BR0893
 BR0893                         *CURRENT SURVEY CONTROL
 BR0893  ___________________________________________________________________
 BR0893* NAD 83(1994)-  31 42 32.54050(N)    081 25 01.53024(W)     ADJUSTED  
 BR0893* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 BR0893  ___________________________________________________________________
 BR0893  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 BR0893  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 BR0893
 BR0893  HORZ ORDER  -  SECOND
 BR0893
 BR0893.The horizontal coordinates were established by classical geodetic methods
 BR0893.and adjusted by the National Geodetic Survey in September 1997..
 BR0893
 BR0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0893
 BR0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0893
 BR0893.The geoid height was determined by GEOID03.
 BR0893
 BR0893;                    North         East     Units Scale Factor Converg.
 BR0893;SPC GA E     -   189,701.369   271,046.259   MT  0.99996223   +0 23 38.4
 BR0893;SPC GA E     -   622,378.57    889,257.60   sFT  0.99996223   +0 23 38.4
 BR0893;UTM  17      - 3,508,261.212   460,479.397   MT  0.99961926   -0 13 09.2
 BR0893
 BR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0893!SPC GA E     -   1.00000439  x   0.99996223  =   0.99996662
 BR0893!UTM  17      -   1.00000439  x   0.99961926  =   0.99962364
 BR0893
 BR0893                          SUPERSEDED SURVEY CONTROL
 BR0893
 BR0893  NAD 83(1986)-  31 42 32.55036(N)    081 25 01.53912(W) AD(       ) 2
 BR0893  NGVD 29 (09/27/88)    3.0    (m)           10.     (f) VERT ANG       
 BR0893
 BR0893.Superseded values are not recommended for survey control.
 BR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0893.See file dsdata.txt to determine how the superseded data were derived.
 BR0893
 BR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6047908261(NAD 83)
 BR0893_MARKER: DD = SURVEY DISK
 BR0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0893+STABILITY: SURFACE MOTION
 BR0893
 BR0893  HISTORY     - Date     Condition        Report By
 BR0893  HISTORY     - 1984     MONUMENTED       GADT
 BR0893
 BR0893                          STATION DESCRIPTION
 BR0893
 BR0893'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0893'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) SOUTH-SOUTHEAST FROM
 BR0893'RICEBORO,
 BR0893'21.4 KM (13.3 MI) EAST-SOUTHEAST FROM WALTHOURVILLE, AND 21.9 KM
 BR0893'(13.6 MI) SOUTHEAST FROM FLEMINGTON.
 BR0893'OWNERSHIP--STATE RIGHT OF WAY.
 BR0893'
 BR0893'TO REACH THE STATION FROM THE U.S. HIGHWAY 17 BRIDGE OVER THE
 BR0893'RAILROAD TRACKS AT THE SOUTHEND OF RICEBORO, GO SOUTHEAST ALONG U.S.
 BR0893'HIGHWAY 17 FOR 3.05 KM (1.9 MI) TO A BRIDGE OVER PAYNE CREEK.
 BR0893'CONTINUE GOING SOUTHEAST ALONG U.S. HIGHWAY 17 FOR 0.25 KM (0.15 MI)
 BR0893'TO THE STATION ON THE WEST SIDE OF THE OLD HIGHWAY.
 BR0893'
 BR0893'THE STATION IS A STANDARD GADT DISK
 BR0893'STAMPED---089-208 1984 AZ MK---,
 BR0893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0893'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0893'IT IS LOCATED
 BR0893'26.83 METERS (88 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0893'4.6 METERS (15 FT) WEST FROM THE OLD HIGHWAY, AND
 BR0893'0.7 METER (2.3 FT) SOUTH FROM A METAL WITNESS POST.
 BR0893'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0893'STAMPED---089-208 1984 AZ MK---,
 BR0893'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0893'
 BR0893'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0893'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY P.R.
 BR0893'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0894 ***********************************************************************
 BR0894  DESIGNATION -  BV 089 209
 BR0894  PID         -  BR0894
 BR0894  STATE/COUNTY-  GA/LIBERTY
 BR0894  USGS QUAD   -  DORCHESTER (1973)
 BR0894
 BR0894                         *CURRENT SURVEY CONTROL
 BR0894  ___________________________________________________________________
 BR0894* NAD 83(1994)-  31 51 29.31999(N)    081 24 02.52018(W)     ADJUSTED  
 BR0894* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 BR0894  ___________________________________________________________________
 BR0894  X           -     810,768.362 (meters)                     COMP
 BR0894  Y           -  -5,361,399.014 (meters)                     COMP
 BR0894  Z           -   3,347,068.399 (meters)                     COMP
 BR0894  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 BR0894  ELLIP HEIGHT-         -24.93  (meters)          (09/03/97) GPS OBS
 BR0894  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 BR0894
 BR0894  HORZ ORDER  -  FIRST
 BR0894  ELLP ORDER  -  FOURTH    CLASS II
 BR0894
 BR0894.The horizontal coordinates were established by GPS observations
 BR0894.and adjusted by the National Geodetic Survey in September 1997..
 BR0894
 BR0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0894
 BR0894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0894
 BR0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0894
 BR0894.The ellipsoidal height was determined by GPS observations
 BR0894.and is referenced to NAD 83.
 BR0894
 BR0894.The geoid height was determined by GEOID03.
 BR0894
 BR0894;                    North         East     Units Scale Factor Converg.
 BR0894;SPC GA E     -   206,244.440   272,483.520   MT  0.99996477   +0 24 15.5
 BR0894;SPC GA E     -   676,653.63    893,973.02   sFT  0.99996477   +0 24 15.5
 BR0894;UTM  17      - 3,524,782.214   462,093.445   MT  0.99961772   -0 12 41.4
 BR0894
 BR0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0894!SPC GA E     -   1.00000391  x   0.99996477  =   0.99996868
 BR0894!UTM  17      -   1.00000391  x   0.99961772  =   0.99962163
 BR0894
 BR0894:                Primary Azimuth Mark                     Grid Az
 BR0894:SPC GA E     -  BV 089 209 AZ MK                         011 13 45.9
 BR0894:UTM  17      -  BV 089 209 AZ MK                         011 50 42.8
 BR0894
 BR0894|---------------------------------------------------------------------|
 BR0894| PID    Reference Object                     Distance      Geod. Az  |
 BR0894|                                                           dddmmss.s |
 BR0894| BR0895 BV 089 209 AZ MK                    APPROX. 0.8 KM 0113801.4 |
 BR0894| CR7888 BV 089 209 RM 1                      14.124 METERS 21638     |
 BR0894|---------------------------------------------------------------------|
 BR0894
 BR0894                          SUPERSEDED SURVEY CONTROL
 BR0894
 BR0894  NAD 83(1986)-  31 51 29.33095(N)    081 24 02.52828(W) AD(       ) 1
 BR0894  NGVD 29 (09/27/88)    5.8    (m)           19.     (f) GPS OBS        
 BR0894
 BR0894.Superseded values are not recommended for survey control.
 BR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0894.See file dsdata.txt to determine how the superseded data were derived.
 BR0894
 BR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6209324782(NAD 83)
 BR0894_MARKER: DD = SURVEY DISK
 BR0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0894+STABILITY: SURFACE MOTION
 BR0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0894+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1985
 BR0894
 BR0894  HISTORY     - Date     Condition        Report By
 BR0894  HISTORY     - 1984     MONUMENTED       GADT
 BR0894  HISTORY     - 19850730 GOOD
 BR0894  HISTORY     - 20050201 MARK NOT FOUND   GADT
 BR0894
 BR0894                          STATION DESCRIPTION
 BR0894
 BR0894'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0894'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTH-NORTHEAST FROM
 BR0894'MIDWAY, 15.45 KM (9.6 MI) EAST FROM FLEMINGTON, AND 21.4 KM (13.3
 BR0894'MI) EAST-NORTHEAST FROM ALLENHURST.
 BR0894'OWNERSHIP--STATE RIGHT OF WAY.
 BR0894'
 BR0894'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 BR0894'U.S. HIGHWAY 17 IN RICHMOND HILL, GO SOUTH ALONG U.S. HIGHWAY 17 FOR
 BR0894'8.05 KM (5 MI) TO THE JUNCTION OF STATE ROUT 196 TO THE RIGHT.
 BR0894'CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 17 FOR 1.7 KM (1.05 MI) TO
 BR0894'THE JUNCTION OF A DRIVEWAY TO THE RIGHT AND THE AZIMUTH MARK ON THE
 BR0894'RIGHT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 17 FOR 0.8 KM
 BR0894'(0.5 MI) TO THE STATION ON THE LEFT IN A GRASS ISLAND IN FRONT OF
 BR0894'A TEXACO SERVICE STATION.
 BR0894'
 BR0894'THE STATION IS A STANDARD GADT DISK
 BR0894'STAMPED---089-209 1984---,
 BR0894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0894'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0894'IT IS LOCATED
 BR0894'13.8 METERS (45.3 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0894'5.76 METERS (18.9 FT) NORTHWEST FROM A TEXACO SIGN,
 BR0894'30.5 METERS (100.1 FT) NORTHWEST FROM THE SOUTH CORNER OF THE GAS
 BR0894'STATION BUILDING,
 BR0894'13.6 METERS (44.7 FT) SOUTH-SOUTHEAST FROM THE CONCRETE CURBE ON THE
 BR0894'NORTH SIDE OF THE GRASS ISLAND, AND
 BR0894'1.05 METERS (3.5 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0894'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0894'STAMPED---089-209 1984---,
 BR0894'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0894'
 BR0894'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0894'STAMPED---089-209 1984 RM 1---,
 BR0894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0894'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0894'IT IS LOCATED
 BR0894'11.12 METERS (36.48 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 BR0894'HIGHWAY,
 BR0894'36.04 METERS (115 FT) WEST FROM THE SOUTHWEST CORNER OF THE SERVICE
 BR0894'STATION BUILDING,
 BR0894'1.22 METERS (4 FT) NORTHEAST FROM THE SOUTH SIDE OF THE ISLAND, AND
 BR0894'0.91 METER (3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0894'
 BR0894'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0894'STAMPED---089-209 1984 AZ MK---,
 BR0894'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0894'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0894'IT IS LOCATED
 BR0894'9.9 METERS (32.5 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0894'3.2 METERS (10.5 FT) SOUTH FROM THE CENTERLINE OF A DIRT DRIVEWAY,
 BR0894'2.96 METERS (9.7 FT) SOUTHEAST FROM THE SOUTHEND OF A CONCRETE PIPE
 BR0894'UNDER A DRIVEWAY TO THE WEST, AND
 BR0894'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BR0894'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0894'STAMPED---089-209 1984 AZ MK---,
 BR0894'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0894'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 BR0894'
 BR0894'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0894'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0894'1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
 BR0894
 BR0894                          STATION RECOVERY (1985)
 BR0894
 BR0894'RECOVERED 1985
 BR0894'RECOVERED IN GOOD CONDITION.
 BR0894
 BR0894                          STATION RECOVERY (2005)
 BR0894
 BR0894'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BR0894'REPORT WAS MADE TO THE GADT FROM A PRIVATE ENGINEERING COMPANY.
 BR0894'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION,
 BR0894'ACCORDING TO NOTES RECEIVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0895 ***********************************************************************
 BR0895  DESIGNATION -  BV 089 209 AZ MK
 BR0895  PID         -  BR0895
 BR0895  STATE/COUNTY-  GA/LIBERTY
 BR0895  USGS QUAD   -  DORCHESTER (1973)
 BR0895
 BR0895                         *CURRENT SURVEY CONTROL
 BR0895  ___________________________________________________________________
 BR0895* NAD 83(1994)-  31 51 53.88478(N)    081 23 56.59405(W)     ADJUSTED  
 BR0895* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 BR0895  ___________________________________________________________________
 BR0895  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BR0895  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 BR0895
 BR0895  HORZ ORDER  -  SECOND
 BR0895
 BR0895.The horizontal coordinates were established by classical geodetic methods
 BR0895.and adjusted by the National Geodetic Survey in September 1997..
 BR0895.No horizontal observational check was made to the station.
 BR0895
 BR0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0895
 BR0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0895
 BR0895.The geoid height was determined by GEOID03.
 BR0895
 BR0895;                    North         East     Units Scale Factor Converg.
 BR0895;SPC GA E     -   207,002.120   272,633.948   MT  0.99996504   +0 24 18.9
 BR0895;SPC GA E     -   679,139.46    894,466.54   sFT  0.99996504   +0 24 18.9
 BR0895;UTM  17      - 3,525,537.971   462,251.954   MT  0.99961757   -0 12 38.4
 BR0895
 BR0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0895!SPC GA E     -   1.00000398  x   0.99996504  =   0.99996902
 BR0895!UTM  17      -   1.00000398  x   0.99961757  =   0.99962155
 BR0895
 BR0895                          SUPERSEDED SURVEY CONTROL
 BR0895
 BR0895  NAD 83(1986)-  31 51 53.89563(N)    081 23 56.60154(W) AD(       ) 2
 BR0895  NGVD 29 (09/27/88)    5.7    (m)           19.     (f) VERT ANG       
 BR0895
 BR0895.Superseded values are not recommended for survey control.
 BR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0895.See file dsdata.txt to determine how the superseded data were derived.
 BR0895
 BR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6225225538(NAD 83)
 BR0895_MARKER: DD = SURVEY DISK
 BR0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0895+STABILITY: SURFACE MOTION
 BR0895
 BR0895  HISTORY     - Date     Condition        Report By
 BR0895  HISTORY     - 1984     MONUMENTED       GADT
 BR0895
 BR0895                          STATION DESCRIPTION
 BR0895
 BR0895'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0895'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTH-NORTHEAST FROM
 BR0895'MIDWAY, 15.45 KM (9.6 MI) EAST FROM FLEMINGTON, AND 21.4 KM (13.3
 BR0895'MI) EAST-NORTHEAST FROM ALLENHURST.
 BR0895'OWNERSHIP--STATE RIGHT OF WAY.
 BR0895'
 BR0895'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 BR0895'U.S. HIGHWAY 17 IN RICHMOND HILL, GO SOUTH ALONG U.S. HIGHWAY 17
 BR0895'FOR 8.05 KM (5 MI) TO THE JUNCTION OF STATE ROUTE 196 TO THE RIGHT.
 BR0895'CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 17 FOR 1.7 KM (1.05 MI) TO
 BR0895'THE JUNCTION OF A DRIVEWAY TO THE RIGHT AND THE STATION ON THE
 BR0895'RIGHT.
 BR0895'
 BR0895'THE STATION IS A STANDARD GADT DISK
 BR0895'STAMPED---089-209 1984 AZ MK---,
 BR0895'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0895'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0895'IT IS LOCATED
 BR0895'9.9 METERS (32.5 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0895'3.2 METERS (10.5 FT) SOUTH FROM THE CENTERLINE OF A DIRT DRIVEWAY,
 BR0895'2.96 METERS (9.7 FT) SOUTHEAST FROM THE SOUTHEND OF A CONCRETE PIPE
 BR0895'UNDER A DRIVEWAY TO THE WEST, AND
 BR0895'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BR0895'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0895'STAMPED---089-209 1984 AZ MK---,
 BR0895'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0895'
 BR0895'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0895'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B.
 BR0895'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0896 ***********************************************************************
 BR0896  DESIGNATION -  BV 089 210
 BR0896  PID         -  BR0896
 BR0896  STATE/COUNTY-  GA/LIBERTY
 BR0896  USGS QUAD   -  DORCHESTER (1973)
 BR0896
 BR0896                         *CURRENT SURVEY CONTROL
 BR0896  ___________________________________________________________________
 BR0896* NAD 83(1994)-  31 47 57.31686(N)    081 27 20.73016(W)     ADJUSTED  
 BR0896* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 BR0896  ___________________________________________________________________
 BR0896  X           -     806,127.559 (meters)                     COMP
 BR0896  Y           -  -5,365,580.868 (meters)                     COMP
 BR0896  Z           -   3,341,520.224 (meters)                     COMP
 BR0896  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 BR0896  ELLIP HEIGHT-         -25.29  (meters)          (09/03/97) GPS OBS
 BR0896  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 BR0896
 BR0896  HORZ ORDER  -  FIRST
 BR0896  ELLP ORDER  -  FOURTH    CLASS II
 BR0896
 BR0896.The horizontal coordinates were established by GPS observations
 BR0896.and adjusted by the National Geodetic Survey in September 1997..
 BR0896
 BR0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0896
 BR0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0896
 BR0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0896
 BR0896.The ellipsoidal height was determined by GPS observations
 BR0896.and is referenced to NAD 83.
 BR0896
 BR0896.The geoid height was determined by GEOID03.
 BR0896
 BR0896;                    North         East     Units Scale Factor Converg.
 BR0896;SPC GA E     -   199,679.501   267,315.948   MT  0.99995587   +0 22 28.6
 BR0896;SPC GA E     -   655,115.16    877,019.07   sFT  0.99995587   +0 22 28.6
 BR0896;UTM  17      - 3,518,275.360   456,857.452   MT  0.99962295   -0 14 24.6
 BR0896
 BR0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0896!SPC GA E     -   1.00000397  x   0.99995587  =   0.99995984
 BR0896!UTM  17      -   1.00000397  x   0.99962295  =   0.99962692
 BR0896
 BR0896|---------------------------------------------------------------------|
 BR0896| PID    Reference Object                     Distance      Geod. Az  |
 BR0896|                                                           dddmmss.s |
 BR0896| CR7889 BV 089 210 RM 1                      24.933 METERS 10455     |
 BR0896| BR0897 BV 089 210 AZ MK                    APPROX. 0.7 KM 2860006.0 |
 BR0896|---------------------------------------------------------------------|
 BR0896
 BR0896                          SUPERSEDED SURVEY CONTROL
 BR0896
 BR0896  NAD 83(1986)-  31 47 57.32773(N)    081 27 20.73809(W) AD(       ) 1
 BR0896  NGVD 29 (09/27/88)    5.5    (m)           18.     (f) GPS OBS        
 BR0896
 BR0896.Superseded values are not recommended for survey control.
 BR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0896.See file dsdata.txt to determine how the superseded data were derived.
 BR0896
 BR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5685718275(NAD 83)
 BR0896_MARKER: DD = SURVEY DISK
 BR0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0896+STABILITY: SURFACE MOTION
 BR0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0896+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1985
 BR0896
 BR0896  HISTORY     - Date     Condition        Report By
 BR0896  HISTORY     - 1984     MONUMENTED       GADT
 BR0896  HISTORY     - 19850801 GOOD
 BR0896
 BR0896                          STATION DESCRIPTION
 BR0896
 BR0896'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0896'THE STATION IS LOCATED ABOUT 2.25 KM (1.4 MI) WEST FROM MIDWAY,
 BR0896'12.1 KM (7.5 MI) SOUTHEAST FROM FLEMINGTON, AND 14.5 KM (9 MI)
 BR0896'EAST FROM ALLENHURST.
 BR0896'OWNERSHIP--STATE RIGHT OF WAY.
 BR0896'
 BR0896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE
 BR0896'ROUTE 25) AND U.S. HIGHWAY 82 (STATE ROUTE 38) IN MIDWAY, GO
 BR0896'WEST ALONG U.S. HIGHWAY 82 (STATE ROUTE 38) FOR 2.25 KM (1.4 MI)
 BR0896'TO THE STATION ON THE RIGHT.
 BR0896'
 BR0896'THE STATION IS A STANDARD GADT DISK
 BR0896'STAMPED---089-210 1984---,
 BR0896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0896'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0896'IT IS LOCATED
 BR0896'11.75 METERS (38.6 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR0896'HIGHWAY,
 BR0896'33.10 METERS (108.6 FT) NORTH-NORTHWEST FROM A TELEPHONE POLE,
 BR0896'29.17 METERS (95.7 FT) NORTHEAST FROM THE SOUTH END OF A 15 INCH
 BR0896'CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST,
 BR0896'AND 1.08 METERS (3.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0896'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0896'STAMPED---089-210 1984---,
 BR0896'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0896'
 BR0896'REFERENCE MARK 1 IS A STANDARD GADT DISK
 BR0896'STAMPED---089-210 1984 RM 1---,
 BR0896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0896'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0896'IT IS LOCATED
 BR0896'12.95 METERS (42.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0896'HIGHWAY,
 BR0896'29.35 METERS (96.3 FT) NORTH-NORTHEAST FROM THE TELEPHONE POLE,
 BR0896'37.5 METERS (123 FT) WEST FROM A POWER POLE, AND
 BR0896'1.06 METERS (3.5 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BR0896'
 BR0896'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0896'STAMPED---089-210 1984 AZ MK---,
 BR0896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0896'AND PROJECTING 5.08 CM ABOVE THE SURFACE OF THE GROUND.
 BR0896'IT IS LOCATED
 BR0896'8.4 METERS (27.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0896'2.8 METERS (9.2 FT) EAST FROM THE NORTHWEST END OF A 15 INCH
 BR0896'CONCRETE PIPE UNDER THE HIGHWAY,
 BR0896'15.6 METERS (51.2 FT) NORTHWEST FROM THE NORTHWEST END OF A 15 INCH
 BR0896'CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST AND INTO A CEMETERY, AND
 BR0896'0.7 METER (3.5 FT) NORTHEAST FROM A WITNESS POST.
 BR0896'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0896'STAMPED---089-210 1984 AZ MK---,
 BR0896'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0896'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST
 BR0896'ALONG U.S.
 BR0896'HIGHWAY 82 FOR 0.7 KM (0.45 MI) TO THE AZIMUTH MARK ON THE LEFT
 BR0896'NEAR A CEMETERY.
 BR0896'
 BR0896'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0896'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0896'1975.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
 BR0896
 BR0896                          STATION RECOVERY (1985)
 BR0896
 BR0896'RECOVERED 1985
 BR0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0897 ***********************************************************************
 BR0897  DESIGNATION -  BV 089 210 AZ MK
 BR0897  PID         -  BR0897
 BR0897  STATE/COUNTY-  GA/LIBERTY
 BR0897  USGS QUAD   -  DORCHESTER (1973)
 BR0897
 BR0897                         *CURRENT SURVEY CONTROL
 BR0897  ___________________________________________________________________
 BR0897* NAD 83(1994)-  31 48 03.31498(N)    081 27 45.22359(W)     ADJUSTED  
 BR0897* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 BR0897  ___________________________________________________________________
 BR0897  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 BR0897  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 BR0897
 BR0897  HORZ ORDER  -  SECOND
 BR0897
 BR0897.The horizontal coordinates were established by classical geodetic methods
 BR0897.and adjusted by the National Geodetic Survey in September 1997..
 BR0897.No horizontal observational check was made to the station.
 BR0897
 BR0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0897
 BR0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0897
 BR0897.The geoid height was determined by GEOID03.
 BR0897
 BR0897;                    North         East     Units Scale Factor Converg.
 BR0897;SPC GA E     -   199,860.044   266,670.491   MT  0.99995480   +0 22 15.8
 BR0897;SPC GA E     -   655,707.49    874,901.44   sFT  0.99995480   +0 22 15.8
 BR0897;UTM  17      - 3,518,462.757   456,214.184   MT  0.99962364   -0 14 37.5
 BR0897
 BR0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0897!SPC GA E     -   1.00000411  x   0.99995480  =   0.99995891
 BR0897!UTM  17      -   1.00000411  x   0.99962364  =   0.99962775
 BR0897
 BR0897                          SUPERSEDED SURVEY CONTROL
 BR0897
 BR0897  NAD 83(1986)-  31 48 03.32635(N)    081 27 45.23133(W) AD(       ) 2
 BR0897  NGVD 29 (09/27/88)    4.7    (m)           15.     (f) VERT ANG       
 BR0897
 BR0897.Superseded values are not recommended for survey control.
 BR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0897.See file dsdata.txt to determine how the superseded data were derived.
 BR0897
 BR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5621418463(NAD 83)
 BR0897_MARKER: DD = SURVEY DISK
 BR0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0897+STABILITY: SURFACE MOTION
 BR0897
 BR0897  HISTORY     - Date     Condition        Report By
 BR0897  HISTORY     - 1984     MONUMENTED       GADT
 BR0897
 BR0897                          STATION DESCRIPTION
 BR0897
 BR0897'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0897'THE STATION IS LOCATED ABOUT 2.25 KM (1.4 MI) WEST FROM MIDWAY,
 BR0897'12.1 KM (7.5 MI) SOUTHEAST FROM FLEMINGTON, AND 14.5 KM (9 MI) EAST
 BR0897'FROM ALLENHURST.
 BR0897'OWNERSHIP--STATE RIGHT OF WAY.
 BR0897'
 BR0897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE
 BR0897'ROUTE 25) AND U.S. HIGHWAY 82 (STATE ROUTE 38) IN MIDWAY, GO WEST
 BR0897'ALONG U.S. HIGHWAY 82 (STATE ROUTE 38) FOR 2.95 KM (1.85 MI) TO THE
 BR0897'STATION ON THE LEFT NEAR THE CEMETERY.
 BR0897'
 BR0897'THE STATION IS A STANDARD GADT DISK
 BR0897'STAMPED---089-210 1984 AZ MK---,
 BR0897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0897'AND PROJECTING 5.08 CM ABOVE THE SURFACE OF THE GROUND.
 BR0897'IT IS LOCATED
 BR0897'8.4 METERS (27.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0897'2.8 METERS (9.2 FT) EAST FROM THE NORTHWEST END OF A 15 INCH
 BR0897'CONCRETE PIPE UNDER THE HIGHWAY,
 BR0897'15.6 METERS (51.2 FT) NORTHWEST FROM THE NORTHWEST END OF A 15 INCH
 BR0897'CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST AND INTO A CEMETERY, AND
 BR0897'0.7 METER (3.5 FT) NORTHEAST FROM A WITNESS POST.
 BR0897'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0897'STAMPED---089-210 1984 AZ MK---,
 BR0897'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0897'
 BR0897'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0897'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY P.R.
 BR0897'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0898 ***********************************************************************
 BR0898  DESIGNATION -  BV 089 211
 BR0898  PID         -  BR0898
 BR0898  STATE/COUNTY-  GA/LIBERTY
 BR0898  USGS QUAD   -  DORCHESTER (1973)
 BR0898
 BR0898                         *CURRENT SURVEY CONTROL
 BR0898  ___________________________________________________________________
 BR0898* NAD 83(1994)-  31 49 59.05342(N)    081 25 18.59872(W)     ADJUSTED  
 BR0898* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 BR0898  ___________________________________________________________________
 BR0898  X           -     809,009.302 (meters)                     COMP
 BR0898  Y           -  -5,363,146.117 (meters)                     COMP
 BR0898  Z           -   3,344,705.262 (meters)                     COMP
 BR0898  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 BR0898  ELLIP HEIGHT-         -27.48  (meters)          (09/03/97) GPS OBS
 BR0898  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 BR0898
 BR0898  HORZ ORDER  -  FIRST
 BR0898  ELLP ORDER  -  FOURTH    CLASS II
 BR0898
 BR0898.The horizontal coordinates were established by GPS observations
 BR0898.and adjusted by the National Geodetic Survey in September 1997..
 BR0898
 BR0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0898
 BR0898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0898
 BR0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0898
 BR0898.The ellipsoidal height was determined by GPS observations
 BR0898.and is referenced to NAD 83.
 BR0898
 BR0898.The geoid height was determined by GEOID03.
 BR0898
 BR0898;                    North         East     Units Scale Factor Converg.
 BR0898;SPC GA E     -   203,450.382   270,502.728   MT  0.99996128   +0 23 34.4
 BR0898;SPC GA E     -   667,486.79    887,474.37   sFT  0.99996128   +0 23 34.4
 BR0898;UTM  17      - 3,522,010.553   460,083.440   MT  0.99961965   -0 13 21.0
 BR0898
 BR0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0898!SPC GA E     -   1.00000431  x   0.99996128  =   0.99996559
 BR0898!UTM  17      -   1.00000431  x   0.99961965  =   0.99962396
 BR0898
 BR0898:                Primary Azimuth Mark                     Grid Az
 BR0898:SPC GA E     -  BV 089 211 AZ MK                         225 29 08.9
 BR0898:UTM  17      -  BV 089 211 AZ MK                         226 06 04.3
 BR0898
 BR0898|---------------------------------------------------------------------|
 BR0898| PID    Reference Object                     Distance      Geod. Az  |
 BR0898|                                                           dddmmss.s |
 BR0898| BR0899 BV 089 211 AZ MK                    APPROX. 0.6 KM 2255243.3 |
 BR0898| CR7890 BV 089 211 RM 1                      14.646 METERS 22557     |
 BR0898|---------------------------------------------------------------------|
 BR0898
 BR0898                          SUPERSEDED SURVEY CONTROL
 BR0898
 BR0898  NAD 83(1986)-  31 49 59.06432(N)    081 25 18.60669(W) AD(       ) 1
 BR0898  NGVD 29 (09/27/88)    3.3    (m)           11.     (f) GPS OBS        
 BR0898
 BR0898.Superseded values are not recommended for survey control.
 BR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0898.See file dsdata.txt to determine how the superseded data were derived.
 BR0898
 BR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6008322011(NAD 83)
 BR0898_MARKER: DD = SURVEY DISK
 BR0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0898_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0898+STABILITY: SURFACE MOTION
 BR0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0898+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1985
 BR0898
 BR0898  HISTORY     - Date     Condition        Report By
 BR0898  HISTORY     - 1984     MONUMENTED       GADT
 BR0898  HISTORY     - 19850731 GOOD
 BR0898
 BR0898                          STATION DESCRIPTION
 BR0898
 BR0898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0898'THE STATION IS LOCATED ABOUT 4.05 KM (2.5 MI) NORTH FROM MIDWAY,
 BR0898'13.7 KM (8.5 MI) EAST FROM FLEMINGTON, AND 18.35 KM (11.4 MI)
 BR0898'EAST-NORTHEAST FROM ALLENHURST.
 BR0898'OWNERSHIP--STATE RIGHT OF WAY.
 BR0898'
 BR0898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 BR0898'HIGHWAY 82 IN MIDWAY, GO NORTH ALONG U.S. HIGHWAY 17 FOR 3.4 KM
 BR0898'(2.1 MI) TO THE JUNCTION OF A WOODS ROAD TO THE RIGHT AND THE
 BR0898'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY
 BR0898'17 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 BR0898'
 BR0898'THE STATION IS A STANDARD GADT DISK
 BR0898'STAMPED---089-211 1984---,
 BR0898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0898'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0898'IT IS LOCATED
 BR0898'6.1 METERS (20.6 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0898'153.31 METERS (503 FT) SOUTHWEST FROM THE WEST SIDE OF THE SOUTH END
 BR0898'OF A BRIDGE, AND
 BR0898'0.7 METER (2.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0898'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0898'STAMPED---089-211 1984---,
 BR0898'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0898'
 BR0898'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0898'STAMPED---089-211 1984 RM 1---,
 BR0898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0898'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0898'IT IS LOCATED
 BR0898'5.7 METERS (18.5 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0898'AND 0.91 METER (3 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0898'
 BR0898'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0898'STAMPED---089-211 1984 AZ MK---,
 BR0898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0898'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0898'IT IS LOCATED
 BR0898'15 METERS (49.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0898'5.4 METERS (17.8 FT) NORTHEAST FROM THE NORTH END OF A 15 INCH
 BR0898'CONCRETE PIPE UNDER A WOODS ROAD TO THE EAST, AND
 BR0898'0.30 METER (1 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BR0898'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0898'STAMPED---089-211 1984 AZ MK---,
 BR0898'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0898'OF THE GROUND.
 BR0898'
 BR0898'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0898'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0898'1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
 BR0898
 BR0898                          STATION RECOVERY (1985)
 BR0898
 BR0898'RECOVERED 1985
 BR0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0899 ***********************************************************************
 BR0899  DESIGNATION -  BV 089 211 AZ MK
 BR0899  PID         -  BR0899
 BR0899  STATE/COUNTY-  GA/LIBERTY
 BR0899  USGS QUAD   -  DORCHESTER (1973)
 BR0899
 BR0899                         *CURRENT SURVEY CONTROL
 BR0899  ___________________________________________________________________
 BR0899* NAD 83(1994)-  31 49 45.28154(N)    081 25 35.23179(W)     ADJUSTED  
 BR0899* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 BR0899  ___________________________________________________________________
 BR0899  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 BR0899  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 BR0899
 BR0899  HORZ ORDER  -  SECOND
 BR0899
 BR0899.The horizontal coordinates were established by classical geodetic methods
 BR0899.and adjusted by the National Geodetic Survey in September 1997..
 BR0899.No horizontal observational check was made to the station.
 BR0899
 BR0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0899
 BR0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0899
 BR0899.The geoid height was determined by GEOID03.
 BR0899
 BR0899;                    North         East     Units Scale Factor Converg.
 BR0899;SPC GA E     -   203,023.230   270,068.270   MT  0.99996053   +0 23 25.4
 BR0899;SPC GA E     -   666,085.38    886,048.98   sFT  0.99996053   +0 23 25.4
 BR0899;UTM  17      - 3,521,588.236   459,644.570   MT  0.99962008   -0 13 29.7
 BR0899
 BR0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0899!SPC GA E     -   1.00000432  x   0.99996053  =   0.99996485
 BR0899!UTM  17      -   1.00000432  x   0.99962008  =   0.99962440
 BR0899
 BR0899                          SUPERSEDED SURVEY CONTROL
 BR0899
 BR0899  NAD 83(1986)-  31 49 45.29275(N)    081 25 35.24010(W) AD(       ) 2
 BR0899  NGVD 29 (09/27/88)    3.4    (m)           11.     (f) VERT ANG       
 BR0899
 BR0899.Superseded values are not recommended for survey control.
 BR0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0899.See file dsdata.txt to determine how the superseded data were derived.
 BR0899
 BR0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5964521588(NAD 83)
 BR0899_MARKER: DD = SURVEY DISK
 BR0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0899_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0899+STABILITY: SURFACE MOTION
 BR0899
 BR0899  HISTORY     - Date     Condition        Report By
 BR0899  HISTORY     - 1984     MONUMENTED       GADT
 BR0899
 BR0899                          STATION DESCRIPTION
 BR0899
 BR0899'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0899'THE STATION IS LOCATED ABOUT 4.05 KM (2.5 MI) NORTH FROM MIDWAY,
 BR0899'13.7 KM (8.5 MI) EAST FROM FLEMINGTON, AND 18.35 KM (11.4 MI)
 BR0899'EAST-NORTHEAST FROM ALLENHURST.
 BR0899'OWNERSHIP--STATE RIGHT OF WAY.
 BR0899'
 BR0899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 BR0899'HIGHWAY 82 IN MIDWAY, GO NORTH ALONG U.S. HIGHWAY 17 FOR 3.4 KM
 BR0899'(2.1 MI) TO THE JUNCTION OF A WOODS ROAD TO THE RIGHT AND THE
 BR0899'STATION ON THE RIGHT.
 BR0899'
 BR0899'THE STATION IS A STANDARD GADT DISK
 BR0899'STAMPED---089-211 1984 AZ MK---,
 BR0899'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0899'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0899'IT IS LOCATED
 BR0899'15 METERS (49.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0899'5.4 METERS (17.8 FT) NORTHEAST FROM THE NORTH END OF A 15 INCH
 BR0899'CONCRETE PIPE UNDER A WOODS ROAD TO THE EAST, AND
 BR0899'0.3 METER (1 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BR0899'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0899'STAMPED---089-211 1984 AZ MK---,
 BR0899'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0899'
 BR0899'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0899'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY T.B.
 BR0899'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0900 ***********************************************************************
 BR0900  DESIGNATION -  BV 089 212
 BR0900  PID         -  BR0900
 BR0900  STATE/COUNTY-  GA/LIBERTY
 BR0900  USGS QUAD   -  HINESVILLE (1973)
 BR0900
 BR0900                         *CURRENT SURVEY CONTROL
 BR0900  ___________________________________________________________________
 BR0900* NAD 83(1994)-  31 45 26.08822(N)    081 34 37.84734(W)     ADJUSTED  
 BR0900* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 BR0900  ___________________________________________________________________
 BR0900  X           -     795,114.386 (meters)                     COMP
 BR0900  Y           -  -5,369,704.251 (meters)                     COMP
 BR0900  Z           -   3,337,560.858 (meters)                     COMP
 BR0900  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 BR0900  ELLIP HEIGHT-         -24.68  (meters)          (09/03/97) GPS OBS
 BR0900  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 BR0900
 BR0900  HORZ ORDER  -  FIRST
 BR0900  ELLP ORDER  -  FOURTH    CLASS II
 BR0900
 BR0900.The horizontal coordinates were established by GPS observations
 BR0900.and adjusted by the National Geodetic Survey in September 1997..
 BR0900
 BR0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0900
 BR0900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0900
 BR0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0900
 BR0900.The ellipsoidal height was determined by GPS observations
 BR0900.and is referenced to NAD 83.
 BR0900
 BR0900.The geoid height was determined by GEOID03.
 BR0900
 BR0900;                    North         East     Units Scale Factor Converg.
 BR0900;SPC GA E     -   194,953.134   255,843.581   MT  0.99993845   +0 18 37.0
 BR0900;SPC GA E     -   639,608.74    839,380.15   sFT  0.99993845   +0 18 37.0
 BR0900;UTM  17      - 3,513,673.749   445,338.718   MT  0.99963685   -0 18 13.6
 BR0900
 BR0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0900!SPC GA E     -   1.00000388  x   0.99993845  =   0.99994233
 BR0900!UTM  17      -   1.00000388  x   0.99963685  =   0.99964072
 BR0900
 BR0900:                Primary Azimuth Mark                     Grid Az
 BR0900:SPC GA E     -  BV 089 212 AZ MK                         065 02 10.3
 BR0900:UTM  17      -  BV 089 212 AZ MK                         065 39 00.9
 BR0900
 BR0900|---------------------------------------------------------------------|
 BR0900| PID    Reference Object                     Distance      Geod. Az  |
 BR0900|                                                           dddmmss.s |
 BR0900| BR0901 BV 089 212 AZ MK                    APPROX. 0.9 KM 0652047.3 |
 BR0900| CR7891 BV 089 212 RM 1                      25.887 METERS 25552     |
 BR0900|---------------------------------------------------------------------|
 BR0900
 BR0900                          SUPERSEDED SURVEY CONTROL
 BR0900
 BR0900  NAD 83(1986)-  31 45 26.09787(N)    081 34 37.85444(W) AD(       ) 1
 BR0900  NGVD 29 (09/27/88)    5.8    (m)           19.     (f) GPS OBS        
 BR0900
 BR0900.Superseded values are not recommended for survey control.
 BR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0900.See file dsdata.txt to determine how the superseded data were derived.
 BR0900
 BR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4533913674(NAD 83)
 BR0900_MARKER: DD = SURVEY DISK
 BR0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0900_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0900+STABILITY: SURFACE MOTION
 BR0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0900+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1985
 BR0900
 BR0900  HISTORY     - Date     Condition        Report By
 BR0900  HISTORY     - 1984     MONUMENTED       GADT
 BR0900  HISTORY     - 19850802 GOOD
 BR0900
 BR0900                          STATION DESCRIPTION
 BR0900
 BR0900'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0900'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHEAST FROM
 BR0900'ALLENHURST, 5.6 KM (3.5 MI) EAST OF WALTHOURVILLE, AND 10.3 KM (6.4
 BR0900'MI) SOUTH OF HINESVILLE.  OWNERSHIP--STATE RIGHT OF WAY.
 BR0900'
 BR0900'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALLENHURST AT THE
 BR0900'JUNCTION OF DUNLEVE ROAD, COUNTY ROAD 170, GO SOUTH ALONG DUNLEVE
 BR0900'ROAD FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF STATE ROUTE 119
 BR0900'CROSSING AT THE BACONTON MISSIONARY BAPTIST CHURCH.  TURN LEFT
 BR0900'GOING EAST ALONG STATE ROUTE 119 FOR 2.3 KM (1.45 MI) TO HIGHWAY
 BR0900'MILEPOST 9 ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 119
 BR0900'FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A WOODS ROAD WITH CONCRETE
 BR0900'CULVERT PIPE TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE
 BR0900'119 FOR 0.15 KM (0.1 MI) TO THE STATION ON THE RIGHT NEAR THE END OF
 BR0900'A CURVE TO THE LEFT.
 BR0900'
 BR0900'THE STATION IS STANDARD GADT DISK
 BR0900'STAMPED---089-212 1984---,
 BR0900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0900'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0900'IT IS LOCATED
 BR0900'6.4 METERS (21 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0900'14.1 METERS (46.4 FT) NORTHEAST FROM A POWER POLE,
 BR0900'78.7 METERS (258.2 FT) WEST FROM ANOTHER POWER POLE, AND
 BR0900'1.52 METERS (5 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 BR0900'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0900'STAMPED---089-212 1984---,
 BR0900'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0900'
 BR0900'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0900'STAMPED---089-212 1984 RM 1---,
 BR0900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0900'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0900'IT IS LOCATED
 BR0900'6.7 METERS (22 FT) SOUTH FROM THE CENTERLINE O.F THE HIGHWAY,
 BR0900'13.65 KETERS (44.8 FT) WEST-NORTHWEST FROM A POWER POLE, AND
 BR0900'1.04 METERS (3.4 FT) NORTH FROM A METAL WITNESS POST.
 BR0900'
 BR0900'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0900'STAMPED---089-212 1984 AZ MK---,
 BR0900'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0900'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0900'IT IS LOCATED
 BR0900'7 METERS (23 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0900'21.88 METERS (71.8 FT) WEST FROM A POWER POLE,
 BR0900'61 METERS (200 FT) WEST-SOUTHWEST FROM THE POINT OF INTERSECTION OF
 BR0900'THE CENTERLINES OF THE HIGHWAY AND AN OLD WOODS ROAD TO THE NORTH
 BR0900'AT THE BEGINNING OF A HIGHWAY CURVE TO THE RIGHT, AND
 BR0900'1.28 METERS (4.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0900'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0900'STAMPED---089-212 1984 AZ MK---,
 BR0900'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0900'OF THE GROUND.
 BR0900'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG STATE
 BR0900'ROUTE 119 FOR 0.95 KM (0.6 MI) TO THE MARK ON THE RIGHT.
 BR0900'
 BR0900'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0900'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0900'1975.  REVISED AUGUST 1976.  DESCRIBED BY W. R. NEAL.
 BR0900
 BR0900                          STATION RECOVERY (1985)
 BR0900
 BR0900'RECOVERED 1985
 BR0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0901 ***********************************************************************
 BR0901  DESIGNATION -  BV 089 212 AZ MK
 BR0901  PID         -  BR0901
 BR0901  STATE/COUNTY-  GA/LIBERTY
 BR0901  USGS QUAD   -  HINESVILLE (1973)
 BR0901
 BR0901                         *CURRENT SURVEY CONTROL
 BR0901  ___________________________________________________________________
 BR0901* NAD 83(1994)-  31 45 38.83382(N)    081 34 05.34162(W)     ADJUSTED  
 BR0901* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 BR0901  ___________________________________________________________________
 BR0901  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 BR0901  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 BR0901
 BR0901  HORZ ORDER  -  SECOND
 BR0901
 BR0901.The horizontal coordinates were established by classical geodetic methods
 BR0901.and adjusted by the National Geodetic Survey in September 1997..
 BR0901.No horizontal observational check was made to the station.
 BR0901
 BR0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0901
 BR0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0901
 BR0901.The geoid height was determined by GEOID03.
 BR0901
 BR0901;                    North         East     Units Scale Factor Converg.
 BR0901;SPC GA E     -   195,350.346   256,696.811   MT  0.99993963   +0 18 54.2
 BR0901;SPC GA E     -   640,911.93    842,179.45   sFT  0.99993963   +0 18 54.2
 BR0901;UTM  17      - 3,514,061.676   446,195.897   MT  0.99963570   -0 17 56.6
 BR0901
 BR0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0901!SPC GA E     -   1.00000388  x   0.99993963  =   0.99994351
 BR0901!UTM  17      -   1.00000388  x   0.99963570  =   0.99963958
 BR0901
 BR0901                          SUPERSEDED SURVEY CONTROL
 BR0901
 BR0901  NAD 83(1986)-  31 45 38.84277(N)    081 34 05.34835(W) AD(       ) 2
 BR0901  NGVD 29 (09/27/88)    5.9    (m)           19.     (f) VERT ANG       
 BR0901
 BR0901.Superseded values are not recommended for survey control.
 BR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0901.See file dsdata.txt to determine how the superseded data were derived.
 BR0901
 BR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4619614062(NAD 83)
 BR0901_MARKER: DD = SURVEY DISK
 BR0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0901+STABILITY: SURFACE MOTION
 BR0901
 BR0901  HISTORY     - Date     Condition        Report By
 BR0901  HISTORY     - 1984     MONUMENTED       GADT
 BR0901
 BR0901                          STATION DESCRIPTION
 BR0901
 BR0901'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0901'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHEAST FROM
 BR0901'ALLENHURST, 5.6 KM (3.5 MI) EAST FROM WALTHOURVILLE, AND 10.3 KM
 BR0901'(6.4 MI) SOUTH FROM HINESVILLE.
 BR0901'OWNERSHIP--STATE RIGHT OF WAY.
 BR0901'
 BR0901'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALLENHURST AT THE
 BR0901'JUNCTION OF DUNLEVE ROAD, COUNTY ROAD 170, GO SOUTH ALONG DUNLEVE
 BR0901'ROAD FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF STATE ROUTE 119 CROSSING
 BR0901'AT THE BACONTON MISSIONARY BAPTIST CHURCH.  TURN LEFT GOING EAST
 BR0901'ALONG STATE ROUTE 119 FOR 2.3 KM (1.45 MI) TO HIGHWAY MILE POST 9 ON
 BR0901'THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 119 FOR 0.8 KM
 BR0901'(0.5 MI) TO THE JUNCRION OF A WOODS ROAD WITH CONCRETE CULVERT PIPE
 BR0901'TO THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 119 FOR 1.1 KM
 BR0901'(0.7 MI) TO THE STATION ON THE RIGHT.
 BR0901'
 BR0901'THE STATION IS A STANDARD GADT DISK
 BR0901'STAMPED---089-212 1984 AZ MI---,
 BR0901'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0901'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0901'IT IS LOCATED
 BR0901'7 METERS (23 FTL) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BR0901'HIGHWAY,
 BR0901'1.88 METERS (71.8 FT) WEST FROM A POWER POLE,
 BR0901'61 METERS (200 FT) WEST-SOUTHWEST FROM THE POINT OF INTERSECTION OF
 BR0901'THE CENTERLINES OF THE HIGHWAY AND AN OLD WOODS ROAD TO THE NORTH
 BR0901'AT THE BEGINNING OF A HIGWAY CURVE TO THE RIGHT, AND
 BR0901'1..28 METERS (4.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0901'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0901'STAMPED---089-212 1984 AZ MK---,
 BR0901'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0901'
 BR0901'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0901'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0902 ***********************************************************************
 BR0902  DESIGNATION -  BV 089 213
 BR0902  PID         -  BR0902
 BR0902  STATE/COUNTY-  GA/LIBERTY
 BR0902  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0902
 BR0902                         *CURRENT SURVEY CONTROL
 BR0902  ___________________________________________________________________
 BR0902* NAD 83(1994)-  31 51 32.27497(N)    081 44 23.13993(W)     ADJUSTED  
 BR0902* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 BR0902  ___________________________________________________________________
 BR0902  X           -     779,022.729 (meters)                     COMP
 BR0902  Y           -  -5,366,073.389 (meters)                     COMP
 BR0902  Z           -   3,347,156.953 (meters)                     COMP
 BR0902  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 BR0902  ELLIP HEIGHT-          -3.62  (meters)          (09/03/97) GPS OBS
 BR0902  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 BR0902
 BR0902  HORZ ORDER  -  FIRST
 BR0902  ELLP ORDER  -  FOURTH    CLASS II
 BR0902
 BR0902.The horizontal coordinates were established by GPS observations
 BR0902.and adjusted by the National Geodetic Survey in September 1997..
 BR0902
 BR0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0902
 BR0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0902
 BR0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0902
 BR0902.The ellipsoidal height was determined by GPS observations
 BR0902.and is referenced to NAD 83.
 BR0902
 BR0902.The geoid height was determined by GEOID03.
 BR0902
 BR0902;                    North         East     Units Scale Factor Converg.
 BR0902;SPC GA E     -   206,159.148   240,397.402   MT  0.99992012   +0 13 31.2
 BR0902;SPC GA E     -   676,373.80    788,703.81   sFT  0.99992012   +0 13 31.2
 BR0902;UTM  17      - 3,525,041.702   430,017.998   MT  0.99966040   -0 23 25.7
 BR0902
 BR0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0902!SPC GA E     -   1.00000057  x   0.99992012  =   0.99992069
 BR0902!UTM  17      -   1.00000057  x   0.99966040  =   0.99966097
 BR0902
 BR0902|---------------------------------------------------------------------|
 BR0902| PID    Reference Object                     Distance      Geod. Az  |
 BR0902|                                                           dddmmss.s |
 BR0902| CR7892 BV 089 213 RM 1                      24.420 METERS 23911     |
 BR0902| BR0903 BV 089 213 AZ MK                    APPROX. 0.8 KM 2822709.9 |
 BR0902|---------------------------------------------------------------------|
 BR0902
 BR0902                          SUPERSEDED SURVEY CONTROL
 BR0902
 BR0902  NAD 83(1986)-  31 51 32.27979(N)    081 44 23.14379(W) AD(       ) 1
 BR0902  NGVD 29 (09/27/88)   26.6    (m)           87.     (f) GPS OBS        
 BR0902
 BR0902.Superseded values are not recommended for survey control.
 BR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0902.See file dsdata.txt to determine how the superseded data were derived.
 BR0902
 BR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3001825042(NAD 83)
 BR0902_MARKER: DD = SURVEY DISK
 BR0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0902+STABILITY: SURFACE MOTION
 BR0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0902+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1985
 BR0902
 BR0902  HISTORY     - Date     Condition        Report By
 BR0902  HISTORY     - 1984     MONUMENTED       GADT
 BR0902  HISTORY     - 19850822 GOOD
 BR0902
 BR0902                          STATION DESCRIPTION
 BR0902
 BR0902'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0902'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST FROM HINESVILLE,
 BR0902'14.15 KM (8.8 MI) NORTHWEST FROM WALTHOURVILLE, AND 19.8 KM (12.3
 BR0902'MI) EAST-SOUTHEAST FROM GLENNVILLE.
 BR0902'OWNERSHIP--STATE RIGHT OF WAY.
 BR0902'
 BR0902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 BR0902'(STATE ROUTE 23) AND STATE ROUTE 196 ABOUT 2.9 KM (1.8 MI)
 BR0902'SOUTH FROM GLENNVILLE, PROCEED SOUTHEAST ALONG STATE ROUTE 196 FOR
 BR0902'4.2 KM (2.6 MI) TO A BRIDGE OVER BEARDS CREEK (ALSO THE
 BR0902'LONG--TATTNAL COUNTY LINE).  CONTINUE GOING EAST-SOUTHEAST ALONG
 BR0902'STATE ROUTE 196 FOR 4.2 KM (2.6 MI) TO THE LITTLE ROCK BAPTIST
 BR0902'CHURCH ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 196
 BR0902'FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 111 TO THE
 BR0902'RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 196 FOR
 BR0902'8.55 KM (5.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 51 (ALSO
 BR0902'THE LONG-LIBERTY COUNTY LINE) TO THE LEFT.  CONTINUE GOING
 BR0902'EAST-SOUTHEAST ALONG STATE ROUTE 196 (NOW THE LONG-LIBERTY COUNTY
 BR0902'LINE) FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF COUNTY ROAD 35
 BR0902'(ALSO LONG-LIBERTY COUNTY LINE) TO THE RIGHT, AND THE AZIMUTH MARK
 BR0902'ON THE RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 196
 BR0902'FOR 0.9 KM (0.55 MI) TO THE STATION ON THE LEFT.
 BR0902'
 BR0902'THE STATION IS A STANDARD GADT DISK
 BR0902'STAMPED---089-213 1984---,
 BR0902'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0902'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0902'IT IS LOCATED
 BR0902'10.33 METERS (33.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 BR0902'THE HIGHWAY,
 BR0902'13.67 METERS (44.2 FT) EAST-SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0902'CABLE PEDESTAL,
 BR0902'26.55 METERS (87.1 FT) NORTHEAST FROM A POWER POLE, AND
 BR0902'1.1 METERS (3.6 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0902'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0902'STAMPED---089-213 1984---,
 BR0902'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0902'
 BR0902'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0902'STAMPED---089-213 1984 RM 1---,
 BR0902'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0902'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0902'IT IS LOCATED
 BR0902'7.01 METERS (23 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0902'6 METERS (19.7 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 BR0902'1.34 METERS (4.4 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 BR0902'
 BR0902'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0902'STAMPED---089-213 1984 AZ MK---,
 BR0902'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0902'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0902'IT IS LOCATED
 BR0902'4.85 METERS (15.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0902'15.21 METERS (49.9 FT) NORTHEAST FROM THE CENTERLINE OF THE DIRT
 BR0902'ROAD (COUNTY LINE ROAD NO 35),
 BR0902'6.77 METERS (22.2 FT) NORTH FROM A POWER POLE, AND
 BR0902'1.13 METERS (3.7 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0902'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0902'STAMPED---089-213 1984 AZ MK---,
 BR0902'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0902'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 BR0902'DESCRIBED BY P.R. MILTON.
 BR0902'
 BR0902'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0902'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY COUNTY GEORGIA
 BR0902'1975.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
 BR0902
 BR0902                          STATION RECOVERY (1985)
 BR0902
 BR0902'RECOVERED 1985
 BR0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0903 ***********************************************************************
 BR0903  DESIGNATION -  BV 089 213 AZ MK
 BR0903  PID         -  BR0903
 BR0903  STATE/COUNTY-  GA/LIBERTY
 BR0903  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0903
 BR0903                         *CURRENT SURVEY CONTROL
 BR0903  ___________________________________________________________________
 BR0903* NAD 83(1994)-  31 51 38.18620(N)    081 44 54.50991(W)     ADJUSTED  
 BR0903* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 BR0903  ___________________________________________________________________
 BR0903  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 BR0903  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 BR0903
 BR0903  HORZ ORDER  -  SECOND
 BR0903
 BR0903.The horizontal coordinates were established by classical geodetic methods
 BR0903.and adjusted by the National Geodetic Survey in September 1997..
 BR0903.No horizontal observational check was made to the station.
 BR0903
 BR0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0903
 BR0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0903
 BR0903.The geoid height was determined by GEOID03.
 BR0903
 BR0903;                    North         East     Units Scale Factor Converg.
 BR0903;SPC GA E     -   206,337.995   239,572.113   MT  0.99991931   +0 13 14.7
 BR0903;SPC GA E     -   676,960.57    785,996.17   sFT  0.99991931   +0 13 14.7
 BR0903;UTM  17      - 3,525,229.360   429,194.892   MT  0.99966183   -0 23 42.4
 BR0903
 BR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0903!SPC GA E     -   1.00000051  x   0.99991931  =   0.99991982
 BR0903!UTM  17      -   1.00000051  x   0.99966183  =   0.99966234
 BR0903
 BR0903                          SUPERSEDED SURVEY CONTROL
 BR0903
 BR0903  NAD 83(1986)-  31 51 38.19178(N)    081 44 54.51356(W) AD(       ) 2
 BR0903  NGVD 29 (09/27/88)   27.0    (m)           89.     (f) VERT ANG       
 BR0903
 BR0903.Superseded values are not recommended for survey control.
 BR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0903.See file dsdata.txt to determine how the superseded data were derived.
 BR0903
 BR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2919525229(NAD 83)
 BR0903_MARKER: DD = SURVEY DISK
 BR0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0903_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0903+STABILITY: SURFACE MOTION
 BR0903
 BR0903  HISTORY     - Date     Condition        Report By
 BR0903  HISTORY     - 1984     MONUMENTED       GADT
 BR0903
 BR0903                          STATION DESCRIPTION
 BR0903
 BR0903'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0903'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST FROM HINESVILLE,
 BR0903'14.15 KM (8.8 MI) NORTHWEST FROM WALTHOURVILLE, AND 19.8 KM (12.3
 BR0903'MI) EAST-SOUTHEAST FROM GLENNVILLE.
 BR0903'OWNERSHIP--STATE RIGHT OF WAY.
 BR0903'
 BR0903'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 BR0903'ROUTE 23) AND STATE ROUTE 196 ABOUT 2.9 KM (1.8 MI) SOUTH FROM
 BR0903'GLENNVILLE, PROCEED SOUTHEAST ALONG STATE ROUTE 196 FOR 4.2 KM (2.6
 BR0903'MI) TO A BRIDGE OVER BEARDS CREEK (ALSO THE LONG--TATTNALL COUNTY
 BR0903'LINE).  CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 196 FOR
 BR0903'4.2 KM (2.6 MI) TO THE LITTLE ROCK BAPTIST CHURCH ON THE RIGHT.
 BR0903'CONTINUE GOING EAST ALONG STATE ROUTE 196 FOR 3.7 KM (2.3 MI) TO THE
 BR0903'JUNCTION OF PAVED COUNTY ROAD 111 TO THE RIGHT.  CONTINUE GOING
 BR0903'EAST-SOUTHEAST ALONG STATE ROUTE 196 FOR 8.55 KM (5.3 MI) TO THE
 BR0903'JUNCTION OF PAVED COUNTY ROAD 51 (ALSO THE LONG--LIBERTY COUNTY
 BR0903'LINE) TO THE LEFT.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE
 BR0903'196 (NOW LONG--LIBERTY COUNTY LINE) FOR 0.4 KM (0.25 MI) TO THE
 BR0903'JUNCTION OF COUNTY ROAD 35 (ALSO LONG--LIBERTY COUNTY LINE) TO THE
 BR0903'RIGHT, AND THE STATION ON THE RIGHT.
 BR0903'
 BR0903'THE STATION IS A STANDARD GADT DISK
 BR0903'STAMPED---089-213 1984 AZ MK---,
 BR0903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0903'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0903'IT IS LOCATED
 BR0903'4.85 METERS (15.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0903'15.21 METERS (49.9 FT) NORTHEAST FROM THE CENTERLINE OF THE DIRT
 BR0903'COUNTY LINE ROAD 35,
 BR0903'6.77 METERS (22.2 FT) NORTH FROM A POWER POLE, AND
 BR0903'1.13 METERS (3.7 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0903'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0903'STAMPED---089-213 1984 AZ MK---,
 BR0903'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0903'
 BR0903'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0903'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.  DESCRIBED BY P.R.
 BR0903'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1840 ***********************************************************************
 DF1840  DESIGNATION -  BV 090 201
 DF1840  PID         -  DF1840
 DF1840  STATE/COUNTY-  GA/LINCOLN
 DF1840  USGS QUAD   -  BROAD (1955)
 DF1840
 DF1840                         *CURRENT SURVEY CONTROL
 DF1840  ___________________________________________________________________
 DF1840* NAD 83(1994)-  33 58 06.22796(N)    082 37 31.01260(W)     ADJUSTED  
 DF1840* NAVD 88     -       157.4    (meters)     516.     (feet)  VERTCON   
 DF1840  ___________________________________________________________________
 DF1840  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DF1840  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DF1840
 DF1840  HORZ ORDER  -  SECOND
 DF1840
 DF1840.The horizontal coordinates were established by classical geodetic methods
 DF1840.and adjusted by the National Geodetic Survey in September 1997..
 DF1840
 DF1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1840
 DF1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1840
 DF1840.The geoid height was determined by GEOID03.
 DF1840
 DF1840;                    North         East     Units Scale Factor Converg.
 DF1840;SPC GA E     -   440,093.301   157,619.370   MT  0.99992213   -0 15 22.5
 DF1840;SPC GA E     - 1,443,872.77    517,122.88   sFT  0.99992213   -0 15 22.5
 DF1840;UTM  17      - 3,759,841.989   349,845.610   MT  0.99987794   -0 54 29.8
 DF1840
 DF1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1840!SPC GA E     -   0.99997986  x   0.99992213  =   0.99990199
 DF1840!UTM  17      -   0.99997986  x   0.99987794  =   0.99985780
 DF1840
 DF1840:                Primary Azimuth Mark                     Grid Az
 DF1840:SPC GA E     -  CALHOUN FALLS USE MICROWAVE              029 38 26.9
 DF1840:UTM  17      -  CALHOUN FALLS USE MICROWAVE              030 17 34.2
 DF1840
 DF1840|---------------------------------------------------------------------|
 DF1840| PID    Reference Object                     Distance      Geod. Az  |
 DF1840|                                                           dddmmss.s |
 DF1840| ED2398 CALHOUN FALLS USE MICROWAVE         APPROX. 7.3 KM 0292304.4 |
 DF1840| DF2879 BV 090 201 RM 1                      22.783 METERS 14836     |
 DF1840| DF2878 BV 090 201 AZ MK                                   2003034.4 |
 DF1840| DF2880 BV 090 201 RM 2                      22.747 METERS 24144     |
 DF1840|---------------------------------------------------------------------|
 DF1840
 DF1840                          SUPERSEDED SURVEY CONTROL
 DF1840
 DF1840  NAD 83(1986)-  33 58 06.23546(N)    082 37 31.01088(W) AD(       ) 2
 DF1840  NAD 27      -  33 58 05.79868(N)    082 37 31.51368(W) AD(       ) 2
 DF1840  NGVD 29 (07/19/86)  157.6    (m)          517.     (f) VERT ANG       
 DF1840
 DF1840.Superseded values are not recommended for survey control.
 DF1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1840.See file dsdata.txt to determine how the superseded data were derived.
 DF1840
 DF1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4984659842(NAD 83)
 DF1840_MARKER: DD = SURVEY DISK
 DF1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1840
 DF1840  HISTORY     - Date     Condition        Report By
 DF1840  HISTORY     - 1976     MONUMENTED       GADT
 DF1840
 DF1840                          STATION DESCRIPTION
 DF1840
 DF1840'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1840'THE STATION IS LOCATED APPROXIMATELY 7 MILES NORTH OF DANBURG,
 DF1840'9-1/2 MILES NORTHEAST OF TIGNALL, AND 12 MILES SOUTHEAST OF
 DF1840'MIDDLETON ON PROPERTY OWNED BY BRUNSWICK PULPLAND COMPANY.
 DF1840'
 DF1840'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 44 AND
 DF1840'79, APPROXIMATELY LOCATED 11 MILES NORTHWEST OF LINCOLNTON, GO
 DF1840'NORTHERLY ALONG STATE ROUTE 79 FOR 4.55 MILES TO THE JUNCTION OF
 DF1840'MALLORYSVILLE-LISBON ROAD (PAVED COUNTY ROAD 92193) TO THE
 DF1840'LEFT.  CONTINUE NORTHERLY ALONG STATE ROUTE 79 FOR 0.2 MILE TO
 DF1840'THE JUNCTION OF A TRACK WOODS ROAD TO THE LEFT.  TURN LEFT, GOING
 DF1840'NORTHWESTERLY ALONG THE WOODS ROAD FOR 0.45 MILE TO THE
 DF1840'JUNCTION OF A TRACK WOODS ROAD TO THE RIGHT.  CONTINUE
 DF1840'NORTHWESTERLY ALONG THE WOODS ROAD FOR ABOUT 250 FEET TO THE
 DF1840'STATION ON THE RIGHT ON TOP OF A HILL.
 DF1840'
 DF1840'THE STATION IS LOCATED 131 FEET NORTH OF THE CENTERLINE OF THE
 DF1840'TRACK ROAD, 25.7 FEET SOUTHWEST OF A SMALL 7 FOOT HIGH CEDAR
 DF1840'TREE, AND 2.5 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS
 DF1840'A STANDARD BRASS DISK STAMPED 090-201 1976, SET IN THE TOP OF A
 DF1840'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1840'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1840'090-201 1976, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1840'0.84 METER BELOW THE SURFACE OF THE GROUND.
 DF1840'
 DF1840'RM 2 IS LOCATED 92 FEET NORTH OF THE CENTERLINE OF THE TRACK
 DF1840'ROAD, 100 FEET SOUTHWEST OF THE 7 FOOT HIGH CEDAR TREE, AND 1.7
 DF1840'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF1840'090-201 1976 RM 2, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1840'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF1840'
 DF1840'RM 1 IS LOCATED 75 FEET NORTH OF THE CENTERLINE OF THE TRACK
 DF1840'ROAD, 80.5 FEET SOUTH-SOUTHEAST OF THE 7 FOOT HIGH CEDAR TREE,
 DF1840'AND 2.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1840'STAMPED 090-201 1976 RM 1, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1840'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF1840'
 DF1840'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 79
 DF1840'AND COUNTY ROAD 92193, GO WESTERLY ALONG COUNTY ROAD 92193 FOR
 DF1840'0.3 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 53 FEET SOUTH
 DF1840'OF THE CENTERLINE OF COUNTY ROAD 92193, 21.3 FEET EAST-SOUTHEAST
 DF1840'OF A POWER POLE, 82.0 FEET NORTHEAST OF A 12 INCH TWIN PINE TREE
 DF1840'IN A PINE GROVE, 94.5 FEET EAST-SOUTHEAST OF THE EAST END OF AN
 DF1840'18 INCH CONCRETE PIPE CULVERT UNDER A TRACK WOODS ROAD TO THE
 DF1840'SOUTH, AND 1.8 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 DF1840'DISK STAMPED 090-201 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1840'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 DF1840'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1808 ***********************************************************************
 DF1808  DESIGNATION -  BV 090 202
 DF1808  PID         -  DF1808
 DF1808  STATE/COUNTY-  GA/LINCOLN
 DF1808  USGS QUAD   -  CHENNAULT (1987)
 DF1808
 DF1808                         *CURRENT SURVEY CONTROL
 DF1808  ___________________________________________________________________
 DF1808* NAD 83(1994)-  33 54 27.52981(N)    082 36 07.68126(W)     ADJUSTED  
 DF1808* NAVD 88     -       141.     (meters)     463.     (feet)  VERTCON   
 DF1808  ___________________________________________________________________
 DF1808  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DF1808  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DF1808
 DF1808  HORZ ORDER  -  SECOND
 DF1808
 DF1808.The horizontal coordinates were established by classical geodetic methods
 DF1808.and adjusted by the National Geodetic Survey in September 1997..
 DF1808
 DF1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1808
 DF1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1808
 DF1808.The geoid height was determined by GEOID03.
 DF1808
 DF1808;                    North         East     Units Scale Factor Converg.
 DF1808;SPC GA E     -   433,346.166   159,729.867   MT  0.99991998   -0 14 34.6
 DF1808;SPC GA E     - 1,421,736.55    524,047.07   sFT  0.99991998   -0 14 34.6
 DF1808;UTM  17      - 3,753,071.609   351,879.156   MT  0.99987047   -0 53 38.1
 DF1808
 DF1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1808!SPC GA E     -   0.99998246  x   0.99991998  =   0.99990244
 DF1808!UTM  17      -   0.99998246  x   0.99987047  =   0.99985293
 DF1808
 DF1808:                Primary Azimuth Mark                     Grid Az
 DF1808:SPC GA E     -  BV 090 202 AZ MK                         140 24 30.8
 DF1808:UTM  17      -  BV 090 202 AZ MK                         141 03 34.3
 DF1808
 DF1808|---------------------------------------------------------------------|
 DF1808| PID    Reference Object                     Distance      Geod. Az  |
 DF1808|                                                           dddmmss.s |
 DF1808| DF2881 BV 090 202 AZ MK                                   1400956.2 |
 DF1808| DF1809 BV 090 202 GADT 1976 RM1             29.955 METERS 32855     |
 DF1808|---------------------------------------------------------------------|
 DF1808
 DF1808                          SUPERSEDED SURVEY CONTROL
 DF1808
 DF1808  NAD 83(1986)-  33 54 27.53735(N)    082 36 07.67931(W) AD(       ) 2
 DF1808  NAD 27      -  33 54 27.09648(N)    082 36 08.18608(W) AD(       ) 2
 DF1808  NGVD 29 (07/19/86)  141.     (m)          463.     (f) VERT ANG       
 DF1808
 DF1808.Superseded values are not recommended for survey control.
 DF1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1808.See file dsdata.txt to determine how the superseded data were derived.
 DF1808
 DF1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5187953072(NAD 83)
 DF1808_MARKER: DD = SURVEY DISK
 DF1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1808
 DF1808  HISTORY     - Date     Condition        Report By
 DF1808  HISTORY     - 1976     MONUMENTED       GADT
 DF1808  HISTORY     - 20010109 POOR             USPSQD
 DF1808
 DF1808                          STATION DESCRIPTION
 DF1808
 DF1808'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1808'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHEAST OF
 DF1808'DANBURG, 8-1/2 MILES EAST-NORTHEAST OF TIGNALL, AND 10-3/4 MILES
 DF1808'NORTHWEST OF LINCOLNTON ON STATE RIGHT OF WAY.
 DF1808'
 DF1808'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 44 AND
 DF1808'PAVED COUNTY ROAD 132 IN THE COMMUNITY OF DANBURG, LOCATED
 DF1808'APPROXIMATELY 10-1/4 MILES NORTH-NORTHEAST OF WASHINGTON, GO
 DF1808'NORTHEAST ALONG STATE ROUTE 44 FOR 4.05 MILES TO THE JUNCTION OF
 DF1808'STATE ROUTE 79 CROSSING AND THE STATION IN THE EASTERN QUADRANT
 DF1808'OF THE JUNCTION.
 DF1808'
 DF1808'THE STATION IS LOCATED 57 FEET EAST OF THE POINT OF INTERSECTION
 DF1808'OF THE CENTERLINES OF STATE ROUTES 44 AND 79, 47 FEET SOUTHEAST
 DF1808'OF THE CENTERLINE OF STATE ROUTE 44, 107 FEET SOUTHEAST OF AN
 DF1808'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED TO A FIVE FOOT POLE
 DF1808'IN THE NORTH QUADRANT OF THE JUNCTION, 168.3 FEET SOUTH OF AN
 DF1808'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED TO A FIVE FOOT
 DF1808'POLE ON THE NORTHWEST SIDE OF STATE ROUTE 44, 117 FEET NORTHEAST OF
 DF1808'A POWER POLE IN THE SOUTH QUADRANT OF THE JUNCTION, AND 2.3
 DF1808'FEET WEST-SOUTHWEST OF A WITNESS POST SET AT A CORNER FENCE
 DF1808'POST.  IT IS A STANDARD BRASS DISK STAMPED 090-202 1976, SET IN
 DF1808'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1808'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF1808'DISK STAMPED 090-202 1976, SET IN AN IRREGULAR MASS OF
 DF1808'CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE
 DF1808'GROUND.
 DF1808'
 DF1808'REFERENCE MARK 1 IS LOCATED 29 FEET NORTHWEST OF THE CENTERLINE
 DF1808'OF STATE ROUTE 44, 12.5 FEET EAST-NORTHEAST OF AN UNDERGROUND
 DF1808'TELEPHONE CABLE PEDESTAL, 70.5 FEET SOUTH OF A RIGHT OF WAY
 DF1808'MARKER, 78.5 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND TELEPHONE
 DF1808'CABLE PEDESTAL, AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 DF1808'A STANDARD DISK STAMPED 090-202 1976 RM 1, SET IN THE TOP OF A
 DF1808'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1808'THE GROUND.  THE UNDERGROUND REFERENCE MARK IS A STANDARD DISK
 DF1808'STAMPED 090-202 1976 RM 1, SET IN AN IRREGULAR MASS OF
 DF1808'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 DF1808'GROUND.
 DF1808'
 DF1808'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL SOUTHEAST
 DF1808'ALONG STATE ROUTE 79 FOR 0.85 MILE TO THE MARK ON THE RIGHT.  IT
 DF1808'IS LOCATED 41 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 79,
 DF1808'87 FEET WEST-SOUTHWEST OF A PULL POLE ON THE EAST SIDE OF STATE
 DF1808'ROUTE 79, 10.7 FEET WEST-NORTHWEST OF A POWER POLE, 36.5 FEET
 DF1808'NORTH-NORTHEAST OF A 16 INCH 3 FORK OAK TREE, AND 2.3 FEET
 DF1808'NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF1808'STAMPED 090-202 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1808'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1808'GROUND.
 DF1808
 DF1808                          STATION RECOVERY (2001)
 DF1808
 DF1808'RECOVERY NOTE BY US POWER SQUADRON 2001 (FC)
 DF1808'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1287 ***********************************************************************
 DF1287  DESIGNATION -  BV 090 204
 DF1287  PID         -  DF1287
 DF1287  STATE/COUNTY-  GA/LINCOLN
 DF1287  USGS QUAD   -  LINCOLNTON (1964)
 DF1287
 DF1287                         *CURRENT SURVEY CONTROL
 DF1287  ___________________________________________________________________
 DF1287* NAD 83(1994)-  33 48 43.08312(N)    082 27 10.31036(W)     ADJUSTED  
 DF1287* NAVD 88     -       145.4    (meters)     477.     (feet)  VERTCON   
 DF1287  ___________________________________________________________________
 DF1287  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DF1287  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DF1287
 DF1287  HORZ ORDER  -  SECOND
 DF1287
 DF1287.The horizontal coordinates were established by classical geodetic methods
 DF1287.and adjusted by the National Geodetic Survey in September 1997..
 DF1287
 DF1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1287
 DF1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1287
 DF1287.The geoid height was determined by GEOID03.
 DF1287
 DF1287;                    North         East     Units Scale Factor Converg.
 DF1287;SPC GA E     -   422,685.908   173,504.214   MT  0.99990865   -0 09 33.3
 DF1287;SPC GA E     - 1,386,762.02    569,238.41   sFT  0.99990865   -0 09 33.3
 DF1287;UTM  17      - 3,742,256.468   365,530.727   MT  0.99982291   -0 48 30.9
 DF1287
 DF1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1287!SPC GA E     -   0.99998173  x   0.99990865  =   0.99989038
 DF1287!UTM  17      -   0.99998173  x   0.99982291  =   0.99980464
 DF1287
 DF1287:                Primary Azimuth Mark                     Grid Az
 DF1287:SPC GA E     -  BV 090 204 AZ MK                         030 57 19.7
 DF1287:UTM  17      -  BV 090 204 AZ MK                         031 36 17.3
 DF1287
 DF1287|---------------------------------------------------------------------|
 DF1287| PID    Reference Object                     Distance      Geod. Az  |
 DF1287|                                                           dddmmss.s |
 DF1287| DF2883 BV 090 204 AZ MK                                   0304746.4 |
 DF1287| DF1286 BV 090 203                          APPROX. 0.6 KM 0325025.6 |
 DF1287|---------------------------------------------------------------------|
 DF1287
 DF1287                          SUPERSEDED SURVEY CONTROL
 DF1287
 DF1287  NAD 83(1986)-  33 48 43.08784(N)    082 27 10.30530(W) AD(       ) 2
 DF1287  NAD 27      -  33 48 42.63293(N)    082 27 10.84043(W) AD(       ) 2
 DF1287  NGVD 29 (07/19/86)  145.6    (m)          478.     (f) VERT ANG       
 DF1287
 DF1287.Superseded values are not recommended for survey control.
 DF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1287.See file dsdata.txt to determine how the superseded data were derived.
 DF1287
 DF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6553142256(NAD 83)
 DF1287_MARKER: DD = SURVEY DISK
 DF1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1287_STAMPING: 090-204 1976
 DF1287_PROJECTION: RECESSED 1 CENTIMETERS
 DF1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1287+STABILITY: SURFACE MOTION
 DF1287
 DF1287  HISTORY     - Date     Condition        Report By
 DF1287  HISTORY     - 1976     MONUMENTED       GADT
 DF1287  HISTORY     - 19931010 GOOD             NGS
 DF1287  HISTORY     - 20010331 GOOD             NGS
 DF1287
 DF1287                          STATION DESCRIPTION
 DF1287
 DF1287'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1287'THE STATION IS ABOUT 2 MILES NORTHEAST OF LINCOLNTON, 12 MILES
 DF1287'EAST-SOUTHEAST OF DANBURG, AND 17-1/4 MILES EAST-NORTHEAST OF
 DF1287'WASHINGTON ON STATE RIGHT OF WAY.
 DF1287'
 DF1287'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378
 DF1287'(STATE ROUTE 43) AND STATE ROUTE 79 ON THE NORTH SIDE OF LINCOLNTON,
 DF1287'TRAVEL NORTHEASTERLY ALONG U.S. HIGHWAY 378 FOR 0.8 MILE TO THE
 DF1287'JUNCTION OF COUNTY ROAD 63 TO THE RIGHT.  CONTINUE TRAVELING
 DF1287'NORTHEASTERLY ALONG U.S. HIGHWAY 378 FOR 0.5 MILE TO THE STATION
 DF1287'ON THE RIGHT.
 DF1287'
 DF1287'THE STATION IS LOCATED 36 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF1287'HIGHWAY, 2.8 FEET SOUTHEAST OF A WITNESS POST, 120.0 FEET NORTH OF
 DF1287'THE NORTHERN CORNER OF A HOUSE, 15.0 FEET SOUTHWEST OF A TELEPHONE
 DF1287'POLE, 22.0 FEET NORTHEAST OF A 15 INCH PECAN TREE, 109.0 FEET
 DF1287'SOUTH-SOUTHEAST OF A TELEPHONE POLE ON THE NORTHSIDE OF THE
 DF1287'HIGHWAY, AND 83.0 FEET EAST-SOUTHEAST OF A JUNCTION OF
 DF1287'FENCELINES ON THE NORTHSIDE OF THE HIGHWAY.  IT IS A STANDARD
 DF1287'BRASS DISK STAMPED 090-204 1976, SET IN THE TOP OF A 10 INCH
 DF1287'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE GROUND SURFACE.
 DF1287'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 090-204
 DF1287'1976, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1287'0.85 METER BELOW THE GROUND SURFACE.
 DF1287'
 DF1287'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ALONG
 DF1287'U.S. HIGHWAY 378 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS
 DF1287'LOCATED 55 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2
 DF1287'FEET SOUTHEAST OF A WITNESS POST SET AT A FENCE LINE, 59 FEET
 DF1287'SOUTHWEST OF A CORNER FENCE POST, 105.0 FEET WEST-SOUTHWEST
 DF1287'OF A TELEPHONE POLE, AND 143.0 FEET WEST-NORTHWEST OF A POWER
 DF1287'POLE ON THE SOUTHEAST SIDE OF THE HIGHWAY.  IT IS A STANDARD DISK
 DF1287'STAMPED 090-204 1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1287'CONCRETE POST 2 INCHES BELOW THE GROUND SURFACE.
 DF1287
 DF1287                          STATION RECOVERY (1993)
 DF1287
 DF1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLN)
 DF1287'THE STATION IS ABOUT 2 MI (3.2 KM) NORTHEAST OF LINCOLNTON, 12 MI
 DF1287'(19.31 KM) EAST-SOUTHEAST OF DANBURG, AND 17.25 MI (27.76 KM)
 DF1287'EAST-NORTHEAST OF WASHINGTON ON STATE RIGHT OF WAY.  TO REACH THE
 DF1287'STATION FROM THE JUNCTION OF US HIGHWAY 378 (SR 43) AND SR 79 ON THE
 DF1287'NORTH SIDE OF LINCOLNTON, TRAVEL NORTHEASTERLY ON US HIGHWAY 378 FOR
 DF1287'0.8 MI (1.29 KM) TO THE JUNCTION OF COUNTY RD 63 TO THE RIGHT.
 DF1287'CONTINUE TRAVELING NORTHEASTERLY ALONG US HIGHWAY 378 FOR 0.5 MI (0.80
 DF1287'KM) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 36 FT (10.97
 DF1287'M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FT (0.85 M)
 DF1287'SOUTHEAST OF A WITNESS POST, 120.0 FT (36.58 M) NORTH OF THE NORTHERN
 DF1287'CORNER OF A HOUSE, 15.0 FT (4.57 M) SOUTHWEST OF A TELEPHONE POLE ON
 DF1287'THE NORTHSIDE OF THE HIGHWAY, AND 83.0 FT (25.30 M) EAST-SOUTHEAST OF
 DF1287'A JUNCTION OF FENCELINES ON THE NORTHSIDE OF THE HIGHWAY.
 DF1287' 
 DF1287'IT IS A STANDARD BRASS DISK STAMPED--090-204 1976--, SET IN THE TOP OF
 DF1287'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE GROUND SURFACE.
 DF1287'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 090-204 1976, SET IN
 DF1287'AN IRREGULAR MASS OF CONCRETE 0.85 M (2.79 FT) BELOW THE GROUND
 DF1287'SURFACE.
 DF1287' 
 DF1287'TO REACH THE AZIMUTH MARK RESET 1993 FROM THE STATION, GO
 DF1287'NORTHEASTERLY ALONG US HIGHWAY 378 FOR 0.2 MI (0.32 KM) TO THE MARK ON
 DF1287'THE RIGHT.  IT IS LOCATED 48.9 FT (14.90 M) SOUTHEAST FROM THE
 DF1287'CENTERLINE OF SR 43, 53.2 FT 916.22 M) NORTH FROM A POWER POLE, 85.6
 DF1287'FT (26.09 M) NORTHEAST FROM A TELEPHONE POLE, AND 1.0 FT (0.30 M)
 DF1287'NORTHWEST FROM A WITNESS POST.
 DF1287' 
 DF1287'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED--090-204 AZ MK RESET
 DF1287'1993--, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF1287'WITH THE SURFACE OF THE GROUND.
 DF1287
 DF1287                          STATION RECOVERY (2001)
 DF1287
 DF1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DF1287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1817 ***********************************************************************
 DF1817  DESIGNATION -  BV 090 205
 DF1817  PID         -  DF1817
 DF1817  STATE/COUNTY-  GA/LINCOLN
 DF1817  USGS QUAD   -  METASVILLE (1987)
 DF1817
 DF1817                         *CURRENT SURVEY CONTROL
 DF1817  ___________________________________________________________________
 DF1817* NAD 83(1994)-  33 48 58.32395(N)    082 33 06.28198(W)     ADJUSTED  
 DF1817* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 DF1817  ___________________________________________________________________
 DF1817  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DF1817  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF1817
 DF1817  HORZ ORDER  -  SECOND
 DF1817
 DF1817.The horizontal coordinates were established by classical geodetic methods
 DF1817.and adjusted by the National Geodetic Survey in September 1997..
 DF1817
 DF1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1817
 DF1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1817
 DF1817.The geoid height was determined by GEOID03.
 DF1817
 DF1817;                    North         East     Units Scale Factor Converg.
 DF1817;SPC GA E     -   423,185.290   164,351.645   MT  0.99991566   -0 12 51.5
 DF1817;SPC GA E     - 1,388,400.41    539,210.36   sFT  0.99991566   -0 12 51.5
 DF1817;UTM  17      - 3,742,859.505   356,385.080   MT  0.99985427   -0 51 49.5
 DF1817
 DF1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1817!SPC GA E     -   0.99997789  x   0.99991566  =   0.99989355
 DF1817!UTM  17      -   0.99997789  x   0.99985427  =   0.99983216
 DF1817
 DF1817:                Primary Azimuth Mark                     Grid Az
 DF1817:SPC GA E     -  BV 090 205 AZ MK                         058 23 57.5
 DF1817:UTM  17      -  BV 090 205 AZ MK                         059 02 55.5
 DF1817
 DF1817|---------------------------------------------------------------------|
 DF1817| PID    Reference Object                     Distance      Geod. Az  |
 DF1817|                                                           dddmmss.s |
 DF1817| DF2884 BV 090 205 AZ MK                                   0581106.0 |
 DF1817| DF1816 BV 090 205 GADT 1976 PTA             21.252 METERS 14229     |
 DF1817|---------------------------------------------------------------------|
 DF1817
 DF1817                          SUPERSEDED SURVEY CONTROL
 DF1817
 DF1817  NAD 83(1986)-  33 48 58.33007(N)    082 33 06.27898(W) AD(       ) 2
 DF1817  NAD 27      -  33 48 57.87656(N)    082 33 06.79811(W) AD(       ) 2
 DF1817  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 DF1817
 DF1817.Superseded values are not recommended for survey control.
 DF1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1817.See file dsdata.txt to determine how the superseded data were derived.
 DF1817
 DF1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5638542860(NAD 83)
 DF1817_MARKER: DD = SURVEY DISK
 DF1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1817
 DF1817  HISTORY     - Date     Condition        Report By
 DF1817  HISTORY     - 1976     MONUMENTED       GADT
 DF1817
 DF1817                          STATION DESCRIPTION
 DF1817
 DF1817'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1817'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST-NORTHWEST
 DF1817'OF LINCOLNTON, 6-3/4 MILES SOUTHEAST OF DANBURG, AND 12 MILES
 DF1817'EAST-NORTHEAST OF WASHINGTON ON THE PROPERTY OF MR. CHARLES WARE.
 DF1817'
 DF1817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378
 DF1817'(STATE ROUTE 47) AND U.S. HIGHWAY 78 (STATE ROUTE 17) IN
 DF1817'SOUTHEAST WASHINGTON, TRAVEL EASTERLY ALONG U.S. HIGHWAY 378
 DF1817'FOR 1.15 MILES TO THE JUNCTION OF COUNTY ROAD 90904 FORKING TO
 DF1817'THE LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 90904
 DF1817'FOR 6.55 MILES TO THE JUNCTION OF COUNTY ROAD 91446 CROSSING AT
 DF1817'THE COMMUNITY OF METASVILLE.  CONTINUE TRAVELING NORTHEASTERLY
 DF1817'ALONG COUNTY ROAD 90904 FOR 2.4 MILES TO THE JUNCTION OF
 DF1817'COUNTY ROAD 09094 TURNING TO THE RIGHT AND PAVED COUNTY ROAD
 DF1817'33 CONTINUING NORTHEASTERLY.  CONTINUE NORTHEASTERLY,
 DF1817'NOW ALONG COUNTY ROAD 33 FOR 2.0 MILES TO THE JUNCTION OF
 DF1817'PAVED COUNTY ROAD 30 FORKING TO THE LEFT AND DIRT COUNTY ROAD 38 TO
 DF1817'THE RIGHT.  CONTINUE TRAVELING NORTHEASTERLY ALONG COUNTY ROAD 33
 DF1817'FOR 0.2 MILE TO THE JUNCTION OF A DIRT DRIVEWAY PASSING ON THE
 DF1817'WESTERN SIDE OF THE CHARLES WARE RESIDENCE LEADING TO A HOUSE
 DF1817'BEHIND THE WARE RESIDENCE AND THE STATION ON THE LEFT.
 DF1817'
 DF1817'THE STATION IS LOCATED 263 FEET NORTH-NORTHWEST OF THE POINT OF
 DF1817'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND THE DRIVEWAY, 23
 DF1817'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 3.3 FEET
 DF1817'EAST-NORTHEAST OF A WITNESS POST SET IN A WOVEN WIRE FENCELINE,
 DF1817'22.5 FEET WEST-NORTHWEST OF THE NORTHWESTERNMOST CORNER
 DF1817'OF THE WARE RESIDENCE, 58.0 FEET NORTH OF A CORNER POST IN THE
 DF1817'FENCELINE, AND 121 FEET SOUTH-SOUTHEAST OF A POWER POLE.  IT
 DF1817'IS A STANDARD BRASS DISK STAMPED 090-205 1976, SET IN THE
 DF1817'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DF1817'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1817'STANDARD DISK STAMPED 090-205 1976, SET IN AN IRREGULAR MASS OF
 DF1817'CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 DF1817'
 DF1817'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF1817'NORTHEASTERLY ALONG COUNTY ROAD 33 FOR 0.35 MILE TO THE MARK ON
 DF1817'THE RIGHT.  IT IS LOCATED 35 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1817'OF THE ROAD, 3.2 FEET NORTH OF A WITNESS POST SET AT A FENCELINE,
 DF1817'69.5 FEET WEST OF A 12 INCH PINE TREE, AND 179 FEET NORTHEAST OF
 DF1817'A POWER POLE.  IT IS A STANDARD DISK STAMPED 090-205 1976 AZMK,
 DF1817'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH
 DF1817'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1294 ***********************************************************************
 DF1294  DESIGNATION -  BV 090 206
 DF1294  PID         -  DF1294
 DF1294  STATE/COUNTY-  GA/LINCOLN
 DF1294  USGS QUAD   -  LINCOLNTON (1964)
 DF1294
 DF1294                         *CURRENT SURVEY CONTROL
 DF1294  ___________________________________________________________________
 DF1294* NAD 83(1994)-  33 48 27.01397(N)    082 29 55.70575(W)     ADJUSTED  
 DF1294* NAVD 88     -       134.     (meters)     440.     (feet)  VERTCON   
 DF1294  ___________________________________________________________________
 DF1294  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DF1294  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF1294
 DF1294  HORZ ORDER  -  SECOND
 DF1294
 DF1294.The horizontal coordinates were established by classical geodetic methods
 DF1294.and adjusted by the National Geodetic Survey in September 1997..
 DF1294
 DF1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1294
 DF1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1294
 DF1294.The geoid height was determined by GEOID03.
 DF1294
 DF1294;                    North         East     Units Scale Factor Converg.
 DF1294;SPC GA E     -   422,203.623   169,249.240   MT  0.99991165   -0 11 05.3
 DF1294;SPC GA E     - 1,385,179.72    555,278.55   sFT  0.99991165   -0 11 05.3
 DF1294;UTM  17      - 3,741,822.467   361,270.902   MT  0.99983726   -0 50 02.7
 DF1294
 DF1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1294!SPC GA E     -   0.99998354  x   0.99991165  =   0.99989519
 DF1294!UTM  17      -   0.99998354  x   0.99983726  =   0.99982081
 DF1294
 DF1294:                Primary Azimuth Mark                     Grid Az
 DF1294:SPC GA E     -  BV 090 206 AZ MK                         228 32 15.3
 DF1294:UTM  17      -  BV 090 206 AZ MK                         229 11 12.7
 DF1294
 DF1294|---------------------------------------------------------------------|
 DF1294| PID    Reference Object                     Distance      Geod. Az  |
 DF1294|                                                           dddmmss.s |
 DF1294| DF2885 BV 090 206 AZ MK                                   2282110.0 |
 DF1294| DF1295 BV 090 206 GADT 1976 PTA             19.384 METERS 33653     |
 DF1294|---------------------------------------------------------------------|
 DF1294
 DF1294                          SUPERSEDED SURVEY CONTROL
 DF1294
 DF1294  NAD 83(1986)-  33 48 27.01926(N)    082 29 55.70114(W) AD(       ) 2
 DF1294  NAD 27      -  33 48 26.56513(N)    082 29 56.23184(W) AD(       ) 2
 DF1294  NGVD 29 (07/19/86)  134.     (m)          440.     (f) VERT ANG       
 DF1294
 DF1294.Superseded values are not recommended for survey control.
 DF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1294.See file dsdata.txt to determine how the superseded data were derived.
 DF1294
 DF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6127141822(NAD 83)
 DF1294_MARKER: DD = SURVEY DISK
 DF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1294
 DF1294  HISTORY     - Date     Condition        Report By
 DF1294  HISTORY     - 1976     MONUMENTED       GADT
 DF1294  HISTORY     - 20010109 GOOD             USPSQD
 DF1294
 DF1294                          STATION DESCRIPTION
 DF1294
 DF1294'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1294'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHWEST OF
 DF1294'LINCOLNTON, 6-3/4 MILES NORTH-NORTHEAST OF METASVILLE, AND 10
 DF1294'MILES EAST-SOUTHEAST OF DANBURG ON COUNTY RIGHT OF WAY.
 DF1294'
 DF1294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND
 DF1294'STATE ROUTE 47 IN LINCOLNTON, TRAVEL NORTHERLY ALONG U.S. HIGHWAY
 DF1294'378 FOR 0.25 MILE TO THE JUNCTION OF COUNTY ROAD 90904 TO THE
 DF1294'LEFT.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 90904 FOR
 DF1294'1.1 MILES TO THE BRIDGE OVER FLORENCE CREEK.  CONTINUE TRAVELING
 DF1294'NORTHWESTERLY ALONG COUNTY ROAD 90904 FOR 0.3 MILE TO THE
 DF1294'JUNCTION OF PAVED COUNTY ROAD 33 STRAIGHT AHEAD AND COUNTY ROAD
 DF1294'90904 TO THE LEFT.  CONTINUE NORTHWESTERLY, NOW ALONG COUNTY
 DF1294'ROAD 33 FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 92147 TO
 DF1294'THE RIGHT.  TURN RIGHT, TRAVELING NORTHERLY ALONG COUNTY ROAD
 DF1294'92147 FOR 0.25 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 34
 DF1294'STRAIGHT AHEAD, COUNTY ROAD 92147 FORKING TO THE RIGHT, AND THE
 DF1294'AZIMUTH MARK IN THE FORK.  TURN RIGHT, TRAVELING NORTHEASTERLY
 DF1294'ALONG COUNTY ROAD 92147 FOR 0.4 MILE TO THE STATION ON THE
 DF1294'RIGHT.
 DF1294'
 DF1294'THE STATION IS LOCATED 44 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1294'THE ROAD, 4.8 FEET NORTHWEST OF A WITNESS POST SET IN A FENCELINE,
 DF1294'27.5 FEET WEST OF A 24 INCH PECAN TREE, 62.5 FEET EAST-NORTHEAST OF
 DF1294'THE NORTHEASTERN END OF A CULVERT UNDER A DIRT DRIVEWAY TO THE
 DF1294'SOUTHEAST, AND 73 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF1294'DRIVEWAY.  IT IS A STANDARD BRASS DISK STAMPED 090-206 1976, SET
 DF1294'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF1294'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1294'STANDARD DISK STAMPED 090-206 1976, SET IN AN IRREGULAR MASS OF
 DF1294'CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF
 DF1294'THE GROUND.
 DF1294'
 DF1294'THE AZIMUTH MARK IS LOCATED 43 FEET NORTHWEST OF THE CENTERLINE
 DF1294'OF COUNTY ROAD 92147, 6.3 FEET SOUTHEAST OF A WITNESS POST SET
 DF1294'AT A FENCELINE, 7.1 FEET EAST-SOUTHEAST OF THE SOUTHERNMOST CORNER
 DF1294'POST OF THE FENCELINE, 166 FEET NORTH-NORTHEAST OF THE POINT OF
 DF1294'INTERSECTION OF THE CENTERLINES OF THE COUNTY ROADS, AND 139.6
 DF1294'FEET NORTH OF A TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE
 DF1294'CABLE PEDESTAL ATTACHED ON THE SOUTHEAST SIDE OF THE ROAD.  IT IS
 DF1294'A STANDARD DISK STAMPED 090-206 1976 AZMK, SET IN THE TOP OF
 DF1294'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF1294'OF THE GROUND.
 DF1294
 DF1294                          STATION RECOVERY (2001)
 DF1294
 DF1294'RECOVERY NOTE BY US POWER SQUADRON 2001 (FC)
 DF1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1814 ***********************************************************************
 DF1814  DESIGNATION -  BV 090 207
 DF1814  PID         -  DF1814
 DF1814  STATE/COUNTY-  GA/LINCOLN
 DF1814  USGS QUAD   -  METASVILLE (1987)
 DF1814
 DF1814                         *CURRENT SURVEY CONTROL
 DF1814  ___________________________________________________________________
 DF1814* NAD 83(1994)-  33 51 41.74519(N)    082 30 37.53175(W)     ADJUSTED  
 DF1814* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 DF1814  ___________________________________________________________________
 DF1814  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DF1814  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF1814
 DF1814  HORZ ORDER  -  SECOND
 DF1814
 DF1814.The horizontal coordinates were established by classical geodetic methods
 DF1814.and adjusted by the National Geodetic Survey in September 1997..
 DF1814
 DF1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1814
 DF1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1814
 DF1814.The geoid height was determined by GEOID03.
 DF1814
 DF1814;                    North         East     Units Scale Factor Converg.
 DF1814;SPC GA E     -   428,206.447   168,193.609   MT  0.99991247   -0 11 29.5
 DF1814;SPC GA E     - 1,404,873.98    551,815.20   sFT  0.99991247   -0 11 29.5
 DF1814;UTM  17      - 3,747,836.436   360,283.482   MT  0.99984065   -0 50 30.2
 DF1814
 DF1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1814!SPC GA E     -   0.99998182  x   0.99991247  =   0.99989430
 DF1814!UTM  17      -   0.99998182  x   0.99984065  =   0.99982248
 DF1814
 DF1814|---------------------------------------------------------------------|
 DF1814| PID    Reference Object                     Distance      Geod. Az  |
 DF1814|                                                           dddmmss.s |
 DF1814| DF1815 BV 090 207 GADT 1976 PTA             19.451 METERS 25746     |
 DF1814| DF2886 BV 090 207 AZ MK                                   3533827.6 |
 DF1814|---------------------------------------------------------------------|
 DF1814
 DF1814                          SUPERSEDED SURVEY CONTROL
 DF1814
 DF1814  NAD 83(1986)-  33 51 41.75051(N)    082 30 37.52678(W) AD(       ) 2
 DF1814  NAD 27      -  33 51 41.30131(N)    082 30 38.05379(W) AD(       ) 2
 DF1814  NGVD 29 (07/19/86)  145.     (m)          476.     (f) VERT ANG       
 DF1814
 DF1814.Superseded values are not recommended for survey control.
 DF1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1814.See file dsdata.txt to determine how the superseded data were derived.
 DF1814
 DF1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6028347836(NAD 83)
 DF1814_MARKER: DD = SURVEY DISK
 DF1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1814
 DF1814  HISTORY     - Date     Condition        Report By
 DF1814  HISTORY     - 1976     MONUMENTED       GADT
 DF1814
 DF1814                          STATION DESCRIPTION
 DF1814
 DF1814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1814'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH-NORTHWEST
 DF1814'OF LINCOLNTON, 8-1/4 MILES EAST OF DANBURG, AND 8-1/4 MILES
 DF1814'NORTHEAST OF METASVILLE ON COUNTY RIGHT OF WAY.
 DF1814'
 DF1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378
 DF1814'(STATE ROUTE 43) AND STATE ROUTE 79 IN LINCOLNTON, TRAVEL NORTHERLY
 DF1814'ALONG STATE ROUTE 79 FOR 2.1 MILES TO A BRIDGE CROSSING RICHLAND
 DF1814'CREEK ARM OF CLARK HILL RESERVOIR.  CONTINUE NORTHERLY ALONG
 DF1814'STATE ROUTE 79 FOR 1.2 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1814'92147 CROSSING.  CONTINUE NORTHERLY ALONG STATE ROUTE 79 FOR
 DF1814'1.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 25 TO THE LEFT.
 DF1814'TURN LEFT, GOING SOUTHWESTERLY ALONG COUNTY ROAD 25 FOR 0.2
 DF1814'MILE TO THE STATION ON THE RIGHT.
 DF1814'
 DF1814'THE STATION IS LOCATED 23 FEET NORTHWEST OF THE CENTERLINE OF
 DF1814'THE ROAD, 114.0 FEET NORTHWEST OF THE NORTHWESTERN CORNER OF A
 DF1814'HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, 35.5 FEET NORTHEAST OF
 DF1814'A TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF1814'ATTACHED, 89.0 FEET WEST-NORTHWEST OF A 12 INCH WALNUT TREE ON
 DF1814'THE SOUTHEAST SIDE OF THE ROAD, AND 2.5 FEET SOUTHEAST OF A
 DF1814'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 DF1814'STAMPED 090-207 1976, SET IN THE TOP OF A 10 INCH
 DF1814'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1814'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1814'STAMPED 090-207 1976, SET IN AN IRREGULAR MASS OF
 DF1814'CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE
 DF1814'GROUND.
 DF1814'
 DF1814'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 79
 DF1814'AND COUNTY ROAD 25, GO NORTHERLY ALONG STATE ROUTE 79 FOR 0.3
 DF1814'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 47.3 FEET
 DF1814'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 57.0 FEET SOUTHEAST
 DF1814'OF THE NORTHEAST END OF A 24 INCH CONCRETE PIPE CULVERT UNDER
 DF1814'THE HIGHWAY, 110 FEET SOUTH-SOUTHEAST OF A 6 INCH CEDAR TREE ON
 DF1814'A FENCELINE, 72.5 FEET WEST OF A POWER POLE, AND 1.5 FEET
 DF1814'SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 DF1814'STANDARD DISK STAMPED 090-207 1976 AZMK, SET IN THE TOP OF A
 DF1814'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1814'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1283 ***********************************************************************
 DF1283  DESIGNATION -  BV 090 208
 DF1283  PID         -  DF1283
 DF1283  STATE/COUNTY-  GA/LINCOLN
 DF1283  USGS QUAD   -  LINCOLNTON (1964)
 DF1283
 DF1283                         *CURRENT SURVEY CONTROL
 DF1283  ___________________________________________________________________
 DF1283* NAD 83(1994)-  33 48 04.93279(N)    082 24 18.93985(W)     ADJUSTED  
 DF1283* NAVD 88     -       142.     (meters)     466.     (feet)  VERTCON   
 DF1283  ___________________________________________________________________
 DF1283  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DF1283  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DF1283
 DF1283  HORZ ORDER  -  SECOND
 DF1283
 DF1283.The horizontal coordinates were established by classical geodetic methods
 DF1283.and adjusted by the National Geodetic Survey in September 1997..
 DF1283
 DF1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1283
 DF1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1283
 DF1283.The geoid height was determined by GEOID03.
 DF1283
 DF1283;                    North         East     Units Scale Factor Converg.
 DF1283;SPC GA E     -   421,499.349   177,908.519   MT  0.99990601   -0 07 57.8
 DF1283;SPC GA E     - 1,382,869.11    583,688.20   sFT  0.99990601   -0 07 57.8
 DF1283;UTM  17      - 3,741,020.192   369,920.903   MT  0.99980859   -0 46 54.8
 DF1283
 DF1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1283!SPC GA E     -   0.99998230  x   0.99990601  =   0.99988831
 DF1283!UTM  17      -   0.99998230  x   0.99980859  =   0.99979089
 DF1283
 DF1283|---------------------------------------------------------------------|
 DF1283| PID    Reference Object                     Distance      Geod. Az  |
 DF1283|                                                           dddmmss.s |
 DF1283| DF1282 BV 090 208 GADT 1976 PTA             25.482 METERS 11028     |
 DF1283| DF2887 BV 090 208 AZ MK                                   1630400.6 |
 DF1283|---------------------------------------------------------------------|
 DF1283
 DF1283                          SUPERSEDED SURVEY CONTROL
 DF1283
 DF1283  NAD 83(1986)-  33 48 04.93692(N)    082 24 18.93454(W) AD(       ) 2
 DF1283  NAD 27      -  33 48 04.48001(N)    082 24 19.47555(W) AD(       ) 2
 DF1283  NGVD 29 (07/19/86)  142.     (m)          466.     (f) VERT ANG       
 DF1283
 DF1283.Superseded values are not recommended for survey control.
 DF1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1283.See file dsdata.txt to determine how the superseded data were derived.
 DF1283
 DF1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6992141020(NAD 83)
 DF1283_MARKER: DD = SURVEY DISK
 DF1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1283+STABILITY: SURFACE MOTION
 DF1283
 DF1283  HISTORY     - Date     Condition        Report By
 DF1283  HISTORY     - 1976     MONUMENTED       GADT
 DF1283  HISTORY     - 19950225 SEE DESCRIPTION  LOCENG
 DF1283  HISTORY     - 20020529 POOR             USPSQD
 DF1283
 DF1283                          STATION DESCRIPTION
 DF1283
 DF1283'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1283'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHWEST OF
 DF1283'KENNA, 3-3/4 MILES NORTH-NORTHWEST OF NEW HOPE, AND 4-1/4 MILES
 DF1283'EAST OF LINCOLNTON ON COUNTY RIGHT OF WAY.
 DF1283'
 DF1283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 AND
 DF1283'STATE ROUTE 47 IN LINCOLNTON, GO EASTERLY ALONG STATE ROUTE 47
 DF1283'FOR 2.65 MILES TO THE JUNCTION OF CUMBERLAINS FERRY ROAD (COUNTY
 DF1283'ROAD 91093) TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG
 DF1283'CUMBERLAINS FERRY ROAD FOR 2.0 MILES TO THE JUNCTION OF REED
 DF1283'PENLAND ROAD (COUNTY ROAD 103) CROSSING.  TURN LEFT, GOING NORTH
 DF1283'ALONG REED PENLAND ROAD FOR 0.1 MILE TO THE STATION ON THE
 DF1283'LEFT.
 DF1283'
 DF1283'THE STATION IS LOCATED 28 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 DF1283'REED PENLAND ROAD, 58.2 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DF1283'A DRIVEWAY TO THE WEST, 39.0 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 DF1283'POLE, 30.0 FEET SOUTH-SOUTHEAST OF THE EASTERN-MOST OBLIQUE CORNER
 DF1283'OF A FENCE, 133.5 FEET SOUTH OF A TELEPHONE POLE ON THE EAST
 DF1283'SIDE OF THE ROAD AT A DRIVEWAY TO THE EAST, AND 2.0 FEET
 DF1283'EAST-NORTHEAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 DF1283'STANDARD BRASS DISK STAMPED 090-208 1976, SET IN THE TOP OF A
 DF1283'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1283'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1283'STAMPED 090-208 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1283'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 DF1283'
 DF1283'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF REED PENLAND ROAD
 DF1283'AND CUMBERLAINS FERRY ROAD, GO SOUTH ALONG REED PENLAND ROAD FOR
 DF1283'0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 39 FEET EAST OF
 DF1283'THE CENTERLINE OF REED PENLAND ROAD, 111.8 FEET NORTH OF THE
 DF1283'NORTHERNMOST END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A
 DF1283'FIELD ACCESS DRIVE TO THE EAST, 138.8 FEET NORTH OF A CORNER
 DF1283'POST AND WESTERNMOST GAP POST AT A JUNCTION OF FENCELINES, 49.3
 DF1283'FEET WEST-NORTHWEST OF A POWER POLE, AND 2.3 FEET WEST OF A
 DF1283'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 DF1283'STAMPED 090-208 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1283'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1283'GROUND.
 DF1283
 DF1283                          STATION RECOVERY (1995)
 DF1283
 DF1283'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (TS)
 DF1283'SURFACE MARK OUT OF GROUND ON SIDE.  NEEDS TO BE RESET FROM UG MK.
 DF1283
 DF1283                          STATION RECOVERY (2002)
 DF1283
 DF1283'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 DF1283'THE MARKER AND BASE LAYING ALONG SIDE OF WITNESS POST OUT OF GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1280 ***********************************************************************
 DF1280  DESIGNATION -  BV 090 209
 DF1280  PID         -  DF1280
 DF1280  STATE/COUNTY-  GA/LINCOLN
 DF1280  USGS QUAD   -  PLUM BRANCH (1986)
 DF1280
 DF1280                         *CURRENT SURVEY CONTROL
 DF1280  ___________________________________________________________________
 DF1280* NAD 83(1994)-  33 45 52.64193(N)    082 20 18.89730(W)     ADJUSTED  
 DF1280* NAVD 88     -       121.     (meters)     397.     (feet)  VERTCON   
 DF1280  ___________________________________________________________________
 DF1280  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DF1280  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DF1280
 DF1280  HORZ ORDER  -  SECOND
 DF1280
 DF1280.The horizontal coordinates were established by classical geodetic methods
 DF1280.and adjusted by the National Geodetic Survey in September 1997..
 DF1280
 DF1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1280
 DF1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1280
 DF1280.The geoid height was determined by GEOID03.
 DF1280
 DF1280;                    North         East     Units Scale Factor Converg.
 DF1280;SPC GA E     -   417,411.473   184,075.496   MT  0.99990313   -0 05 44.0
 DF1280;SPC GA E     - 1,369,457.47    603,921.02   sFT  0.99990313   -0 05 44.0
 DF1280;UTM  17      - 3,736,863.183   376,040.548   MT  0.99978943   -0 44 38.6
 DF1280
 DF1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1280!SPC GA E     -   0.99998561  x   0.99990313  =   0.99988874
 DF1280!UTM  17      -   0.99998561  x   0.99978943  =   0.99977505
 DF1280
 DF1280:                Primary Azimuth Mark                     Grid Az
 DF1280:SPC GA E     -  BV 090 209 AZ MK                         028 48 36.0
 DF1280:UTM  17      -  BV 090 209 AZ MK                         029 27 30.6
 DF1280
 DF1280|---------------------------------------------------------------------|
 DF1280| PID    Reference Object                     Distance      Geod. Az  |
 DF1280|                                                           dddmmss.s |
 DF1280| DF2888 BV 090 209 AZ MK                                   0284252.0 |
 DF1280| DF1279 BV 090 209 GADT 1976 PTA             19.295 METERS 15228     |
 DF1280|---------------------------------------------------------------------|
 DF1280
 DF1280                          SUPERSEDED SURVEY CONTROL
 DF1280
 DF1280  NAD 83(1986)-  33 45 52.64627(N)    082 20 18.89231(W) AD(       ) 2
 DF1280  NAD 27      -  33 45 52.18414(N)    082 20 19.44321(W) AD(       ) 2
 DF1280  NGVD 29 (07/19/86)  121.     (m)          397.     (f) VERT ANG       
 DF1280
 DF1280.Superseded values are not recommended for survey control.
 DF1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1280.See file dsdata.txt to determine how the superseded data were derived.
 DF1280
 DF1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7604136863(NAD 83)
 DF1280_MARKER: DD = SURVEY DISK
 DF1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1280
 DF1280  HISTORY     - Date     Condition        Report By
 DF1280  HISTORY     - 1976     MONUMENTED       GADT
 DF1280
 DF1280                          STATION DESCRIPTION
 DF1280
 DF1280'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1280'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-NORTHEAST
 DF1280'OF NEW HOPE, 7 MILES NORTH OF LEAH, AND 8 MILES EAST OF
 DF1280'LINCOLNTON ON COUNTY RIGHT OF WAY.
 DF1280'
 DF1280'TO REACH THE STATION FROM THE NORTH END OF HOMER LEGG BRIDGE,
 DF1280'LOCATED OVER LITTLE RIVER CREEK AT THE LINCOLN-COLUMBIA COUNTY LINE,
 DF1280'APPROXIMATELY 10-1/2 MILES SOUTH-SOUTHEAST OF LINCOLNTON, GO
 DF1280'NORTH ALONG STATE ROUTE 47 FOR 2.65 MILES TO THE JUNCTION OF
 DF1280'COUNTY ROAD 87 (PAVED) TO THE RIGHT.  TURN RIGHT, GOING NORTHEAST
 DF1280'ALONG COUNTY ROAD 87 FOR 1.4 MILES TO THE SOUTH END OF A BRIDGE
 DF1280'OVER CHEROKEE CREEK.  CONTINUE GOING NORTHEAST ALONG COUNTY
 DF1280'ROAD 87 FOR 0.65 MILE TO ITS TERMINATION AT THE JUNCTION OF
 DF1280'COUNTY ROAD 88 (REVERSE FORKING TO THE RIGHT AND CONTINUING
 DF1280'AHEAD) CROSSING.  CONTINUE GOING NORTH ALONG
 DF1280'COUNTY ROAD 88 FOR 0.95 MILE TO ITS TERMINATION AT THE JUNCTION
 DF1280'OF STATE ROUTE 220 SPUR.  TURN RIGHT, GOING EAST ALONG STATE
 DF1280'ROUTE 220 SPUR FOR 0.2 MILE TO THE JUNCTION OF COUNTY ROAD 95
 DF1280'(DIRT) TO THE LEFT.  TURN LEFT, GOING NORTHEAST ALONG COUNTY
 DF1280'ROAD 95 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 DF1280'
 DF1280'THE STATION IS LOCATED 40 FEET WEST-NORTHWEST OF THE CENTERLINE
 DF1280'OF COUNTY ROAD 95, 90.0 FEET NORTHWEST OF A TELEPHONE POLE LOCATED
 DF1280'ON THE OPPOSITE SIDE OF COUNTY ROAD 95, 118.9 FEET NORTH OF A
 DF1280'POWER POLE LOCATED ON THE OPPOSITE SIDE OF COUNTY ROAD 95, 114.6
 DF1280'FEET SOUTHWEST OF A FENCE CORNER POST LOCATED ON THE OPPOSITE
 DF1280'SIDE OF COUNTY ROAD 95, 123.6 FEET SOUTHWEST OF THE SOUTHERNMOST
 DF1280'END OF AN 18 INCH SIDE DRAIN CONCRETE PIPE LOCATED ON THE
 DF1280'OPPOSITE SIDE OF COUNTY ROAD 95, 204.8 FEET SOUTHWEST OF A POWER
 DF1280'POLE LOCATED ON THE OPPOSITE SIDE OF COUNTY ROAD 95, AND 2.3
 DF1280'FEET EAST-SOUTHEAST OF A WITNESS POST AND A FENCELINE.  IT IS A
 DF1280'STANDARD BRASS DISK STAMPED 090-209 1976, SET IN THE TOP OF A
 DF1280'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1280'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1280'STAMPED 090-209 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1280'APPROXIMATELY 0.65 METER BELOW THE SURFACE OF THE GROUND.
 DF1280'
 DF1280'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1280'NORTHEAST ALONG COUNTY ROAD 95 FOR 0.3 MILE TO THE MARK ON THE
 DF1280'RIGHT.  IT IS LOCATED 37 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1280'COUNTY ROAD 95, 37.4 FEET WEST-NORTHWEST OF A 12 INCH TWIN OAK
 DF1280'TREE, 48.0 FEET NORTH OF AN 8 INCH PINE TREE, 98.8 FEET
 DF1280'EAST-NORTHEAST OF THE NORTHERNMOST END OF AN 18 INCH SIDE DRAIN
 DF1280'CONCRETE PIPE LOCATED ON THE OPPOSITE SIDE OF COUNTY ROAD 95,
 DF1280'91.7 FEET EAST-SOUTHEAST OF A FENCE CORNER POST LOCATED ON THE
 DF1280'OPPOSITE SIDE OF COUNTY ROAD 95, 122.0 FEET SOUTH OF A 15
 DF1280'INCH CEDAR TREE LOCATED ON THE OPPOSITE SIDE OF COUNTY ROAD
 DF1280'95, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF1280'DISK STAMPED 090-209 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1280'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1280'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1274 ***********************************************************************
 DF1274  DESIGNATION -  BV 090 210
 DF1274  PID         -  DF1274
 DF1274  STATE/COUNTY-  GA/LINCOLN
 DF1274  USGS QUAD   -  WOODLAWN (1971)
 DF1274
 DF1274                         *CURRENT SURVEY CONTROL
 DF1274  ___________________________________________________________________
 DF1274* NAD 83(1994)-  33 43 58.99341(N)    082 25 13.28865(W)     ADJUSTED  
 DF1274* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 DF1274  ___________________________________________________________________
 DF1274  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DF1274  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF1274
 DF1274  HORZ ORDER  -  SECOND
 DF1274
 DF1274.The horizontal coordinates were established by classical geodetic methods
 DF1274.and adjusted by the National Geodetic Survey in September 1997..
 DF1274
 DF1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1274
 DF1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1274
 DF1274.The geoid height was determined by GEOID03.
 DF1274
 DF1274;                    North         East     Units Scale Factor Converg.
 DF1274;SPC GA E     -   413,925.877   176,492.047   MT  0.99990681   -0 08 27.2
 DF1274;SPC GA E     - 1,358,021.81    579,040.99   sFT  0.99990681   -0 08 27.2
 DF1274;UTM  17      - 3,733,463.960   368,418.937   MT  0.99981344   -0 47 19.9
 DF1274
 DF1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1274!SPC GA E     -   0.99998261  x   0.99990681  =   0.99988942
 DF1274!UTM  17      -   0.99998261  x   0.99981344  =   0.99979605
 DF1274
 DF1274|---------------------------------------------------------------------|
 DF1274| PID    Reference Object                     Distance      Geod. Az  |
 DF1274|                                                           dddmmss.s |
 DF1274| DF1273 BV 090 210 GADT 1976 PTA             19.119 METERS 10910     |
 DF1274| DF2889 BV 090 210 AZ MK                                   1820755.0 |
 DF1274|---------------------------------------------------------------------|
 DF1274
 DF1274                          SUPERSEDED SURVEY CONTROL
 DF1274
 DF1274  NAD 83(1986)-  33 43 58.99822(N)    082 25 13.28374(W) AD(       ) 2
 DF1274  NAD 27      -  33 43 58.53369(N)    082 25 13.82502(W) AD(       ) 2
 DF1274  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 DF1274
 DF1274.Superseded values are not recommended for survey control.
 DF1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1274.See file dsdata.txt to determine how the superseded data were derived.
 DF1274
 DF1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6841933464(NAD 83)
 DF1274_MARKER: DD = SURVEY DISK
 DF1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1274
 DF1274  HISTORY     - Date     Condition        Report By
 DF1274  HISTORY     - 1976     MONUMENTED       GADT
 DF1274
 DF1274                          STATION DESCRIPTION
 DF1274
 DF1274'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1274'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF NEW
 DF1274'HOPE, 2-1/2 MILES NORTH-NORTHEAST OF WOODLAWN, AND 5-1/2 MILES
 DF1274'SOUTHEAST OF LINCOLNTON ON THE PROPERTY OF J. W. BAILEY.
 DF1274'
 DF1274'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 DF1274'STATE ROUTE 43 IN LINCOLNTON, GO EAST ALONG STATE ROUTE 47 FOR 0.35
 DF1274'MILE TO THE JUNCTION OF COUNTY ROAD 77 (WHITE ROCK CHURCH ROAD)
 DF1274'TO THE RIGHT.  TURN RIGHT, GOING SOUTHEAST ALONG COUNTY ROAD 77
 DF1274'FOR 3.1 MILES TO THE JUNCTION OF INGRAM GOOLSBY ROAD (COUNTY
 DF1274'ROAD 80) TO THE LEFT.  CONTINUE GOING SOUTHEAST ALONG COUNTY
 DF1274'ROAD 77 (NOW AGNES HAWES ROAD) FOR 1.25 MILE TO THE JUNCTION OF
 DF1274'COUNTY ROAD 78 (AGNES HAWES ROAD) FORKING TO THE LEFT.  CONTINUE
 DF1274'GOING SOUTH ALONG COUNTY ROAD 77 FOR 0.7 MILE TO THE STATION
 DF1274'ON THE LEFT.
 DF1274'
 DF1274'THE STATION IS LOCATED 33.5 FEET EAST OF THE CENTERLINE OF COUNTY
 DF1274'ROAD 77, 17.0 FEET NORTHEAST OF THE NORTHERNMOST END OF AN 18 INCH
 DF1274'CONCRETE CULVERT PIPE UNDER THE SOUTHERNMOST DRIVEWAY TO THE
 DF1274'BAILEY RESIDENCE, 51.3 FEET NORTH OF A POWER POLE, 6.8 FEET
 DF1274'SOUTH-SOUTHWEST OF A 25 INCH CEDAR TREE, 41.6 FEET WEST-SOUTHWEST
 DF1274'OF A 12 INCH CEDAR TREE, 64.2 FEET WEST-SOUTHWEST OF THE
 DF1274'SOUTHERNMOST SOUTHWEST CORNER OF THE BAILEY RESIDENCE, AND 65.4
 DF1274'FEET SOUTH OF A 15 INCH CEDAR TREE.  IT IS A STANDARD BRASS
 DF1274'DISK STAMPED 090-210 1976, SET IN THE TOP OF A 10 INCH
 DF1274'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1274'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1274'090-210 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1274'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 DF1274'
 DF1274'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1274'SOUTHEAST ALONG COUNTY ROAD 77 FOR 0.3 MILE TO THE JUNCTION OF A
 DF1274'DIRT DRIVEWAY TO THE GRACE HOGAN RESIDENCE TO THE RIGHT.  TURN
 DF1274'RIGHT, GOING ALONG THE DIRT DRIVEWAY TOWARD THE HOGAN RESIDENCE
 DF1274'FOR 0.05 MILE TO THE JUNCTION OF ANOTHER DIRT DRIVEWAY FORKING TO
 DF1274'THE RIGHT AND THE MARK ON THE RIGHT.  IT IS LOCATED 38 FEET
 DF1274'WEST-NORTHWEST OF THE CENTERLINE OF THE MAIN DIRT DRIVEWAY,
 DF1274'52.0 FEET NORTHEAST OF A POWER POLE, 58.9 FEET NORTH-NORTHEAST
 DF1274'OF THE NORTHWESTERN CORNER OF THE RESIDENCE, 40.0 FEET NORTH OF
 DF1274'A 24 INCH OAK TREE, 52.8 FEET NORTHWEST OF A 30 INCH OAK
 DF1274'TREE, 73.4 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH
 DF1274'TRANSFORMER ATTACHED, AND 3.2 FEET NORTH-NORTHWEST OF A
 DF1274'WITNESS POST.  IT IS A STANDARD DISK STAMPED 090-210 1976 AZMK,
 DF1274'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1274'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1247 ***********************************************************************
 DF1247  DESIGNATION -  BV 090 211
 DF1247  PID         -  DF1247
 DF1247  STATE/COUNTY-  GA/LINCOLN
 DF1247  USGS QUAD   -  LEAH (1986)
 DF1247
 DF1247                         *CURRENT SURVEY CONTROL
 DF1247  ___________________________________________________________________
 DF1247* NAD 83(1994)-  33 42 04.36598(N)    082 20 38.46912(W)     ADJUSTED  
 DF1247* NAVD 88     -       103.1    (meters)     338.     (feet)  VERTCON   
 DF1247  ___________________________________________________________________
 DF1247  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF1247  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DF1247
 DF1247  HORZ ORDER  -  SECOND
 DF1247
 DF1247.The horizontal coordinates were established by classical geodetic methods
 DF1247.and adjusted by the National Geodetic Survey in September 1997..
 DF1247
 DF1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1247
 DF1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1247
 DF1247.The geoid height was determined by GEOID03.
 DF1247
 DF1247;                    North         East     Units Scale Factor Converg.
 DF1247;SPC GA E     -   410,379.735   183,559.815   MT  0.99990333   -0 05 54.3
 DF1247;SPC GA E     - 1,346,387.51    602,229.16   sFT  0.99990333   -0 05 54.3
 DF1247;UTM  17      - 3,729,838.519   375,445.445   MT  0.99979126   -0 44 45.0
 DF1247
 DF1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1247!SPC GA E     -   0.99998839  x   0.99990333  =   0.99989172
 DF1247!UTM  17      -   0.99998839  x   0.99979126  =   0.99977965
 DF1247
 DF1247:                Primary Azimuth Mark                     Grid Az
 DF1247:SPC GA E     -  LEAH COUNTY LOT                          172 46 45.7
 DF1247:UTM  17      -  LEAH COUNTY LOT                          173 25 36.4
 DF1247
 DF1247|---------------------------------------------------------------------|
 DF1247| PID    Reference Object                     Distance      Geod. Az  |
 DF1247|                                                           dddmmss.s |
 DF1247| DF1244 LEAH COUNTY LOT                     APPROX. 5.0 KM 1724051.4 |
 DF1247| DF2890 BV 090 211 AZ MK                                   3472321.8 |
 DF1247|---------------------------------------------------------------------|
 DF1247
 DF1247                          SUPERSEDED SURVEY CONTROL
 DF1247
 DF1247  NAD 83(1986)-  33 42 04.37043(N)    082 20 38.46435(W) AD(       ) 2
 DF1247  NAD 27      -  33 42 03.90256(N)    082 20 39.01435(W) AD(       ) 2
 DF1247  NGVD 29 (07/19/86)  103.3    (m)          339.     (f) VERT ANG       
 DF1247
 DF1247.Superseded values are not recommended for survey control.
 DF1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1247.See file dsdata.txt to determine how the superseded data were derived.
 DF1247
 DF1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7544529839(NAD 83)
 DF1247_MARKER: DD = SURVEY DISK
 DF1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1247
 DF1247  HISTORY     - Date     Condition        Report By
 DF1247  HISTORY     - 1976     MONUMENTED       GADT
 DF1247  HISTORY     - 20040121 MARK NOT FOUND   USPSQD
 DF1247
 DF1247                          STATION DESCRIPTION
 DF1247
 DF1247'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1247'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF LEAH,
 DF1247'5-3/4 MILES EAST OF WOODLAWN, AND 9-3/4 MILES SOUTHEAST OF
 DF1247'LINCOLNTON ON STATE RIGHT OF WAY.
 DF1247'
 DF1247'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47 AND
 DF1247'STATE ROUTE 104 IN LEAH, GO NORTH ALONG STATE ROUTE 47 FOR 0.2
 DF1247'MILE TO THE JUNCTION OF PAVED OLD LINCOLNTON ROAD (COUNTY ROAD
 DF1247'35) FORKING TO THE LEFT. CONTINUE GOING NORTH ALONG STATE ROUTE
 DF1247'47 FOR 0.55 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 48 TO THE
 DF1247'RIGHT. CONTINUE GOING NORTH ALONG STATE ROUTE 47 FOR 1.4 MILES
 DF1247'TO THE NORTH END OF HOMER LEGG BRIDGE. CONTINUE GOING NORTH
 DF1247'ALONG STATE ROUTE 47 FOR 0.6 MILE TO THE STATION ON THE LEFT
 DF1247'ON A RIPRAPPED HIGHWAY EMBANKMENT.
 DF1247'
 DF1247'THE STATION IS LOCATED 18 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF1247'OF STATE ROUTE 47, 116.4 FEET NORTH-NORTHWEST OF THE SOUTHERN
 DF1247'MOST POST OF A GUARDRAIL, 311.0 FEET SOUTH OF THE WESTERN MOST
 DF1247'POLE OF A PAIR OF POLES SUPPORTING A POWER LINE NUMBERED 735,
 DF1247'78.5 FEET NORTHWEST OF THE WESTERN MOST POLE OF A PAIR OF POLES
 DF1247'SUPPORTING THE POWER LINE, NUMBERED 736, AND 1.6 FEET EAST-
 DF1247'NORTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1247'STAMPED---090-211 1976---, SET IN THE TOP OF A 10 INCH
 DF1247'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1247'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1247'STAMPED---090-211 1976---,
 DF1247'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DF1247'0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF1247'
 DF1247'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1247'NORTH ALONG STATE ROUTE 47 FOR 0.3 MILE TO THE MARK ON THE
 DF1247'RIGHT. IT IS LOCATED 70 FEET EAST OF THE CENTERLINE OF STATE
 DF1247'ROUTE 47, 137.0 FEET NORTH-NORTHEAST OF THE EAST END OF A 24
 DF1247'INCH CROSS DRAIN CULVERT PIPE UNDER THE HIGHWAY, 34.5 FEET
 DF1247'SOUTH OF THE WESTERN MOST POLE OF A PAIR OF POLES SUPPORTING
 DF1247'A POWER LINE, NUMBERED 731, 40.3 FEET SOUTH-SOUTHWEST OF THE
 DF1247'EASTERN MOST POLE OF THE PAIR OF POLES, 10.8 FEET NORTHWEST OF
 DF1247'A GROUP OF FOUR 2 TO 5 INCH OAK TREES, AND 2.8 FEET WEST-
 DF1247'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1247'STAMPED---090-211 1976 AZMK---,
 DF1247'SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1247'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1247'
 DF1247'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
 DF1247
 DF1247                          STATION RECOVERY (2004)
 DF1247
 DF1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (FRC)
 DF1247'WITNESS POST FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1248 ***********************************************************************
 DF1248  DESIGNATION -  BV 090 212
 DF1248  PID         -  DF1248
 DF1248  STATE/COUNTY-  GA/LINCOLN
 DF1248  USGS QUAD   -  LEAH (1986)
 DF1248
 DF1248                         *CURRENT SURVEY CONTROL
 DF1248  ___________________________________________________________________
 DF1248* NAD 83(1994)-  33 44 44.34497(N)    082 20 51.62476(W)     ADJUSTED  
 DF1248* NAVD 88     -       127.4    (meters)     418.     (feet)  VERTCON   
 DF1248  ___________________________________________________________________
 DF1248  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DF1248  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DF1248
 DF1248  HORZ ORDER  -  SECOND
 DF1248
 DF1248.The horizontal coordinates were established by classical geodetic methods
 DF1248.and adjusted by the National Geodetic Survey in September 1997..
 DF1248
 DF1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1248
 DF1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1248
 DF1248.The geoid height was determined by GEOID03.
 DF1248
 DF1248;                    North         East     Units Scale Factor Converg.
 DF1248;SPC GA E     -   415,308.854   183,229.709   MT  0.99990347   -0 06 02.0
 DF1248;SPC GA E     - 1,362,559.13    601,146.14   sFT  0.99990347   -0 06 02.0
 DF1248;UTM  17      - 3,734,770.505   375,171.121   MT  0.99979210   -0 44 55.5
 DF1248
 DF1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1248!SPC GA E     -   0.99998457  x   0.99990347  =   0.99988805
 DF1248!UTM  17      -   0.99998457  x   0.99979210  =   0.99977668
 DF1248
 DF1248:                Primary Azimuth Mark                     Grid Az
 DF1248:SPC GA E     -  BV 090 212 AZ MK                         147 11 02.1
 DF1248:UTM  17      -  BV 090 212 AZ MK                         147 49 55.6
 DF1248
 DF1248|---------------------------------------------------------------------|
 DF1248| PID    Reference Object                     Distance      Geod. Az  |
 DF1248|                                                           dddmmss.s |
 DF1248| DF2891 BV 090 212 AZ MK                                   1470500.1 |
 DF1248|---------------------------------------------------------------------|
 DF1248
 DF1248                          SUPERSEDED SURVEY CONTROL
 DF1248
 DF1248  NAD 83(1986)-  33 44 44.34932(N)    082 20 51.61980(W) AD(       ) 2
 DF1248  NAD 27      -  33 44 43.88526(N)    082 20 52.16869(W) AD(       ) 2
 DF1248  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 DF1248
 DF1248.Superseded values are not recommended for survey control.
 DF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1248.See file dsdata.txt to determine how the superseded data were derived.
 DF1248
 DF1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT7517134771(NAD 83)
 DF1248_MARKER: DD = SURVEY DISK
 DF1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1248+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2003
 DF1248
 DF1248  HISTORY     - Date     Condition        Report By
 DF1248  HISTORY     - 1976     MONUMENTED       GADT
 DF1248  HISTORY     - 20030120 GOOD             USPSQD
 DF1248
 DF1248                          STATION DESCRIPTION
 DF1248
 DF1248'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1248'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHEAST OF
 DF1248'KENNA, 2-1/2 MILES EAST OF NEW HOPE, AND 8-1/4 MILES EAST-
 DF1248'SOUTHEAST OF LINCOLNTON ON COUNTY RIGHT OF WAY.
 DF1248'
 DF1248'TO REACH THE STATION
 DF1248'FROM THE NORTH END OF THE STATE ROUTE 47 BRIDGE OVER
 DF1248'THE LITTLE RIVER (HOMER LEGG BRIDGE) AT THE CLARK HILL RESERVOIR
 DF1248'AND LINCOLN-COLUMBIA COUNTY LINE, LOCATED APPROXIMATELY 10-1/2
 DF1248'MILES SOUTH-SOUTHEAST
 DF1248'OF LINCOLNTON, GO NORTH ALONG STATE ROUTE 47 FOR 2.65
 DF1248'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 87 TO THE RIGHT.
 DF1248'TURN RIGHT, GOING NORTHEAST ALONG COUNTY ROAD 87 FOR 1.4 MILES
 DF1248'TO THE SOUTH END OF A BRIDGE OVER CHEROKEE CREEK. CONTINUE
 DF1248'NORTHEAST ALONG COUNTY ROAD 87 FOR 0.65 MILE TO THE JUNCTION
 DF1248'OF COUNTY ROAD 88 TO THE RIGHT. TURN RIGHT GOING SOUTHEAST
 DF1248'ALONG COUNTY ROAD 88 FOR 0.05 MILE TO THE STATION ON THE
 DF1248'RIGHT.
 DF1248'
 DF1248'THE STATION IS LOCATED 37 FEET SOUTHWEST OF THE CENTERLINE OF
 DF1248'COUNTY ROAD 88, 3.5 FEET EAST OF THE NORTHERN MOST CORNER POST
 DF1248'OF A PASTURE FENCE, 31.0 FEET EAST-NORTHEAST OF AN 8 INCH PINE
 DF1248'TREE, 78.8 FEET SOUTH OF THE SOUTHEASTERN MOST POST OF A GATE TO
 DF1248'A PASTURE ON THE NORTHEAST SIDE OF THE ROAD, 61.8 FEET SOUTH OF
 DF1248'THE SOUTHEASTERN MOST END OF AN 18 INCH SIDE DRAIN CONCRETE
 DF1248'CULVERT PIPE ON THE NORTHEAST SIDE OF THE ROAD, 86.2 FEET
 DF1248'SOUTH- SOUTHEAST OF THE WESTERN MOST CORNER POST OF THE PASTURE
 DF1248'FENCELINE ON THE NORTHEAST SIDE OF THE ROAD, AND 2.5
 DF1248'FEET NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT
 DF1248'IS A STANDARD BRASS DISK STAMPED---090-212 1976---, SET IN THE
 DF1248'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1248'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1248'STANDARD DISK STAMPED---090-212 1976---, SET IN
 DF1248'AN IRREGULAR MASS OF CONCRETE ABOUT
 DF1248'0.80 METER BELOW THE SURFACE OF THE
 DF1248'GROUND.
 DF1248'
 DF1248'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 DF1248'ALONG COUNTY ROAD 88 FOR 0.3 MILE TO THE MARK ON THE RIGHT. IT
 DF1248'IS LOCATED 37 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 DF1248'ROAD, 93.6 FEET NORTH OF A POWER POLE, 182.4 FEET EAST-SOUTHEAST
 DF1248'OF THE SOUTHEASTERN MOST END OF AN 18 INCH SIDE DRAIN CONCRETE
 DF1248'CULVERT PIPE, 171.0 FEET WEST-NORTHWEST OF AN EASTERNMOST CORNER
 DF1248'POST OF A FENCELINE, 98.0 FEET WEST-SOUTHWEST OF THE
 DF1248'NORTHWESTERN MOST POST OF A GATE IN A PASTURE FENCELINE ON THE
 DF1248'NORTHEAST SIDE OF THE ROAD, AND 2.3 FEET NORTH-NORTHEAST OF A
 DF1248'WITNESS POST SET AT A FENCELINE. IT IS A
 DF1248'STANDARD DISK STAMPED---090-212 1976 AZMK---, SET IN THE
 DF1248'TOP OF A 10 INCH CYLINDRICAL
 DF1248'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1248'
 DF1248'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
 DF1248
 DF1248                          STATION RECOVERY (2003)
 DF1248
 DF1248'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF1248'COUNTY ROAD 87 IS NAMED BARDEN ASHMORE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1898 ***********************************************************************
 BR1898  DESIGNATION -  BV 091 200
 BR1898  PID         -  BR1898
 BR1898  STATE/COUNTY-  GA/LONG
 BR1898  USGS QUAD   -  GLENNVILLE SE (1973)
 BR1898
 BR1898                         *CURRENT SURVEY CONTROL
 BR1898  ___________________________________________________________________
 BR1898* NAD 83(1994)-  31 48 00.11749(N)    081 50 42.56808(W)     ADJUSTED  
 BR1898* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 BR1898  ___________________________________________________________________
 BR1898  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 BR1898  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 BR1898
 BR1898  HORZ ORDER  -  THIRD
 BR1898
 BR1898.The horizontal coordinates were established by classical geodetic methods
 BR1898.and adjusted by the National Geodetic Survey in September 1997..
 BR1898.No horizontal observational check was made to the station.
 BR1898
 BR1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1898
 BR1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1898
 BR1898.The geoid height was determined by GEOID03.
 BR1898
 BR1898;                    North         East     Units Scale Factor Converg.
 BR1898;SPC GA E     -   199,590.696   230,443.160   MT  0.99991143   +0 10 09.9
 BR1898;SPC GA E     -   654,823.81    756,045.60   sFT  0.99991143   +0 10 09.9
 BR1898;UTM  17      - 3,518,582.118   419,996.259   MT  0.99967894   -0 26 43.4
 BR1898
 BR1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1898!SPC GA E     -   1.00000100  x   0.99991143  =   0.99991243
 BR1898!UTM  17      -   1.00000100  x   0.99967894  =   0.99967994
 BR1898
 BR1898                          SUPERSEDED SURVEY CONTROL
 BR1898
 BR1898  NAD 83(1986)-  31 48 00.12182(N)    081 50 42.57044(W) AD(       ) 3
 BR1898  NGVD 29 (03/25/94)   23.6    (m)           77.     (f) VERT ANG       
 BR1898
 BR1898.Superseded values are not recommended for survey control.
 BR1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1898.See file dsdata.txt to determine how the superseded data were derived.
 BR1898
 BR1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1999618582(NAD 83)
 BR1898_MARKER: DD = SURVEY DISK
 BR1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1898+STABILITY: SURFACE MOTION
 BR1898
 BR1898  HISTORY     - Date     Condition        Report By
 BR1898  HISTORY     - 1984     MONUMENTED       GADT
 BR1898
 BR1898                          STATION DESCRIPTION
 BR1898
 BR1898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR1898'THE STATION IS LOCATED 13.7 KM (8.5 MI) NORTHWEST FROM LUDOWICI,
 BR1898'17.1 KM (10.6 MI) SOUTHEAST FROM GLENNVILLE, AND 21.6 KM (13.4 MI)
 BR1898'NORTH FROM JESUP.
 BR1898'OWNERSHIP--STATE RIGHT OF WAY.
 BR1898'
 BR1898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25,82,301,
 BR1898'AND STATE ROUTE 99 IN LUDOWICI, GO NORTHWEST ALONG U.S. HIGHWAYS
 BR1898'25 AND 301 FOR 9.6 KM (6 MI) TO A FIRE TOWER ON THE RIGHT (THE
 BR1898'SITE OF BENCH MARK N 84 1934).  CONTINUE NORTHWEST FOR 3.1 KM
 BR1898'(1.9 MI) TO WHERE THE HIGHWAY WIDENS TO THREE LANES.  CONTINUE
 BR1898'AHEAD FOR 0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT ON THE
 BR1898'OUTSIDE OF A LONG CURVE TO THE LEFT.
 BR1898'
 BR1898'THE STATION IS A STANDARD GADT DISK
 BR1898'STAMPED---091-200 1984---,
 BR1898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 BR1898'AND PROJECTING 10 CM ABOVE GROUND SURFACE.
 BR1898'IT IS LOCATED
 BR1898'APPROXIMATELY 100 PACES SOUTHEAST FROM AN IDLE ACRES PLANT TREES
 BR1898'SIGN,
 BR1898'18.1 METERS (59.6 FT) NORTH-NORTHEAST FROM THE EDGE OF THE
 BR1898'HIGHWAY PAVEMENT,
 BR1898'10.76 METERS (35.3 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 BR1898'0.9 METER (3 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR1898'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR1898'STAMPED---091-200 1984---,
 BR1898'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW GROUND.
 BR1898'
 BR1898'DESCRIBED BY B.M. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0904 ***********************************************************************
 BR0904  DESIGNATION -  BV 091 201
 BR0904  PID         -  BR0904
 BR0904  STATE/COUNTY-  GA/LONG
 BR0904  USGS QUAD   -  LUDOWICI (1978)
 BR0904
 BR0904                         *CURRENT SURVEY CONTROL
 BR0904  ___________________________________________________________________
 BR0904* NAD 83(1994)-  31 38 04.92343(N)    081 39 46.75386(W)     ADJUSTED  
 BR0904* NAVD 88     -        10.3    (meters)      34.     (feet)  VERTCON   
 BR0904  ___________________________________________________________________
 BR0904  X           -     788,107.480 (meters)                     COMP
 BR0904  Y           -  -5,377,956.948 (meters)                     COMP
 BR0904  Z           -   3,326,002.075 (meters)                     COMP
 BR0904  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 BR0904  ELLIP HEIGHT-         -19.83  (meters)          (09/03/97) GPS OBS
 BR0904  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 BR0904
 BR0904  HORZ ORDER  -  FIRST
 BR0904  ELLP ORDER  -  FOURTH    CLASS II
 BR0904
 BR0904.The horizontal coordinates were established by GPS observations
 BR0904.and adjusted by the National Geodetic Survey in September 1997..
 BR0904
 BR0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0904
 BR0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0904
 BR0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0904
 BR0904.The ellipsoidal height was determined by GPS observations
 BR0904.and is referenced to NAD 83.
 BR0904
 BR0904.The geoid height was determined by GEOID03.
 BR0904
 BR0904;                    North         East     Units Scale Factor Converg.
 BR0904;SPC GA E     -   181,325.381   247,777.487   MT  0.99992814   +0 15 51.1
 BR0904;SPC GA E     -   594,898.35    812,916.64   sFT  0.99992814   +0 15 51.1
 BR0904;UTM  17      - 3,500,137.005   437,129.674   MT  0.99964875   -0 20 51.9
 BR0904
 BR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0904!SPC GA E     -   1.00000311  x   0.99992814  =   0.99993125
 BR0904!UTM  17      -   1.00000311  x   0.99964875  =   0.99965186
 BR0904
 BR0904|---------------------------------------------------------------------|
 BR0904| PID    Reference Object                     Distance      Geod. Az  |
 BR0904|                                                           dddmmss.s |
 BR0904| CR7893 BV 091 201 RM 1                      18.393 METERS 04801     |
 BR0904| BR0905 BV 091 201 AZ MK                    APPROX. 1.1 KM 3160401.9 |
 BR0904|---------------------------------------------------------------------|
 BR0904
 BR0904                          SUPERSEDED SURVEY CONTROL
 BR0904
 BR0904  NAD 83(1986)-  31 38 04.92858(N)    081 39 46.75731(W) AD(       ) 1
 BR0904  NGVD 29 (09/27/88)   10.6    (m)           35.     (f) GPS OBS        
 BR0904
 BR0904.Superseded values are not recommended for survey control.
 BR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0904.See file dsdata.txt to determine how the superseded data were derived.
 BR0904
 BR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3713000137(NAD 83)
 BR0904_MARKER: DD = SURVEY DISK
 BR0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0904+STABILITY: SURFACE MOTION
 BR0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0904+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1985
 BR0904
 BR0904  HISTORY     - Date     Condition        Report By
 BR0904  HISTORY     - 1984     MONUMENTED       GADT
 BR0904  HISTORY     - 19850805 GOOD
 BR0904
 BR0904                          STATION DESCRIPTION
 BR0904
 BR0904'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0904'THE STATION IS LOCATED ABOUT 11.75 KM (7.3 MI) SOUTHEAST FROM
 BR0904'LUDOWICI, 15.29 KM (9.5 MI) SOUTH FROM WALTHOURVILLE, AND
 BR0904'21.4 KM (13.3 MI) EAST FROM JESUP.
 BR0904'OWNERSHIP--STATE RIGHT OF WAY.
 BR0904'
 BR0904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0904'ROUTE 38) TO THE NORTHEAST, MITCHAM ROAD (COUNTY ROAD 91887,
 BR0904'COUNTY ROAD 113) TO THE NORTH, STATE
 BR0904'ROUTE 99 TO THE SOUTHEAST, U.S. HIGHWAY 301 (U.S. HIGHWAY 25,
 BR0904'STATE ROUTE 23) TO THE NORTHWEST, AND U.S. HIGHWAY 301 (U.S.
 BR0904'HIGHWAYS 25, 82, STATE ROUTES 23, 38) TO THE SOUTHWEST
 BR0904'IN LUDOWICI, GO SOUTHEAST
 BR0904'ALONG STATE ROUTE 99 FOR 6 KM (3.75 MI) TO A BRIDGE OVER DOCTORS
 BR0904'CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 99 FOR 4.6 KM
 BR0904'(2.9 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTHEAST
 BR0904'ALONG STATE ROUTE 99 FOR 1.1 KM (0.7 MI) TO THE STATION ON THE LEFT.
 BR0904'
 BR0904'THE STATION IS A STANDARD GADT DISK
 BR0904'STAMPED---091-201 1984---,
 BR0904'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0904'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0904'IT IS LOCATED
 BR0904'5.69 METERS (18.7 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0904'1 METER (3.3 FT) EAST FROM A METAL WITNESS POST,
 BR0904'27.82 METERS (91.3 FT) NORTH FROM A 10 INCH PINE TREE,
 BR0904'33.71 METERS (110.6 FT) EAST FROM AN 8 INCH PINE TREE, AND
 BR0904'8.29 METERS (27.20 FT) NORTHWEST FROM THE CENTERLINE OF A TRACK
 BR0904'ROAD.
 BR0904'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0904'STAMPED---091-201 1984---,
 BR0904'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0904'OF THE GROUND.
 BR0904'
 BR0904'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0904'STAMPED---091-201 1984 RM 1---,
 BR0904'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0904'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0904'IT IS LOCATED
 BR0904'24.17 METERS (79.30 FT) NORTHEAST FROM THE CENTERLINE OF THE
 BR0904'HIGHWAY,
 BR0904'4.94 METERS (16.20 FT) NORTHWEST FROM THE CENTERLINE OF A DIRT
 BR0904'DRIVEWAY, AND
 BR0904'0.85 METER (2.8 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 BR0904'
 BR0904'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0904'STAMPED---091-201 1984 AZ MK---,
 BR0904'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0904'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0904'IT IS LOCATED
 BR0904'7.92 METERS (26 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0904'11.30 METERS (82.30 FT) WEST-NORTHWEST FROM MILE POST 13,
 BR0904'20.49 METERS (67.4 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0904'PEDESTAL ON THE EAST SIDE OF A DIRT DRIVEWAY,
 BR0904'10.97 METERS (36 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE DIRT
 BR0904'DRIVEWAY, AND
 BR0904'1.58 METERS (5.2 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0904'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0904'STAMPED---091-201 1984 AZ MK---,
 BR0904'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0904'
 BR0904'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0904'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0904'1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0904
 BR0904                          STATION RECOVERY (1985)
 BR0904
 BR0904'RECOVERED 1985
 BR0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0905 ***********************************************************************
 BR0905  DESIGNATION -  BV 091 201 AZ MK
 BR0905  PID         -  BR0905
 BR0905  STATE/COUNTY-  GA/LONG
 BR0905  USGS QUAD   -  LUDOWICI (1978)
 BR0905
 BR0905                         *CURRENT SURVEY CONTROL
 BR0905  ___________________________________________________________________
 BR0905* NAD 83(1994)-  31 38 30.97032(N)    081 40 16.08765(W)     ADJUSTED  
 BR0905* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 BR0905  ___________________________________________________________________
 BR0905  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 BR0905  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 BR0905
 BR0905  HORZ ORDER  -  SECOND
 BR0905
 BR0905.The horizontal coordinates were established by classical geodetic methods
 BR0905.and adjusted by the National Geodetic Survey in September 1997..
 BR0905.No horizontal observational check was made to the station.
 BR0905
 BR0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0905
 BR0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0905
 BR0905.The geoid height was determined by GEOID03.
 BR0905
 BR0905;                    North         East     Units Scale Factor Converg.
 BR0905;SPC GA E     -   182,124.027   247,000.919   MT  0.99992724   +0 15 35.9
 BR0905;SPC GA E     -   597,518.58    810,368.85   sFT  0.99992724   +0 15 35.9
 BR0905;UTM  17      - 3,500,943.676   436,361.894   MT  0.99964995   -0 21 07.5
 BR0905
 BR0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0905!SPC GA E     -   1.00000292  x   0.99992724  =   0.99993016
 BR0905!UTM  17      -   1.00000292  x   0.99964995  =   0.99965287
 BR0905
 BR0905                          SUPERSEDED SURVEY CONTROL
 BR0905
 BR0905  NAD 83(1986)-  31 38 30.97612(N)    081 40 16.09030(W) AD(       ) 2
 BR0905  NGVD 29 (09/27/88)   11.7    (m)           38.     (f) VERT ANG       
 BR0905
 BR0905.Superseded values are not recommended for survey control.
 BR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0905.See file dsdata.txt to determine how the superseded data were derived.
 BR0905
 BR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3636200944(NAD 83)
 BR0905_MARKER: DD = SURVEY DISK
 BR0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0905+STABILITY: SURFACE MOTION
 BR0905
 BR0905  HISTORY     - Date     Condition        Report By
 BR0905  HISTORY     - 1984     MONUMENTED       GADT
 BR0905
 BR0905                          STATION DESCRIPTION
 BR0905
 BR0905'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0905'THE STATION IS LOCATED ABOUT 11.75 KM (7.3 MI) SOUTHEAST FROM
 BR0905'LUDOWICI, 15.3 KM (9.5 MI) SOUTH FROM WALTHOURVILLE, AND 21.4 KM
 BR0905'(13.3 MI) EAST FROM JESUP.
 BR0905'OWNERSHIP--STATE RIGHT OF WAY.
 BR0905'
 BR0905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0905'ROUTE 38) TO THE NORTHEAST, HABERSHAM ROAD TO THE NORTH, STATE
 BR0905'ROUTE 99 TO THE SOUTHEAST, U.S. HIGHWAY 301 (U.S. HIGHWAY 25, STATE
 BR0905'ROUTE 23) TO THE NORTHWEST, AND U.S. HIGHWAY 301 (U.S. HIGHWAYS 25,
 BR0905'82, STATE ROUTES 23, 38) TO THE SOUTHWEST IN LUDOWICI, GO SOUTHEAST
 BR0905'ALONG STATE ROUTE 99 FOR 6 KM (3.75 MI) TO A BRIDGE OVER DOCTORS
 BR0905'CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 99 FOR 4.6 KM
 BR0905'(2.9 MI) TO THE STATION ON THE RIGHT.
 BR0905'
 BR0905'THE STATION IS A STANDARD GADT DISK
 BR0905'STAMPED---091-201 1984 AZ MK---,
 BR0905'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0905'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0905'IT IS LOCATED
 BR0905'7.92 METERS (26 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0905'11.3 METERS (82.3 FT) WEST-NORTHWEST FROM MILE POST NO 13,
 BR0905'20.49 METERS (67.4 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0905'PEDESTAL ON THE EAST SIDE OF A DIRT DRIVEWAY,
 BR0905'10.97 METERS (36 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE DIRT
 BR0905'DRIVEWAY, AND
 BR0905'1.58 METERS (5.2 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0905'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0905'STAMPED---091-201 1984 AZ MK---,
 BR0905'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0905'
 BR0905'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0905'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0906 ***********************************************************************
 BR0906  DESIGNATION -  BV 091 202
 BR0906  PID         -  BR0906
 BR0906  STATE/COUNTY-  GA/LONG
 BR0906  USGS QUAD   -  LUDOWICI (1978)
 BR0906
 BR0906                         *CURRENT SURVEY CONTROL
 BR0906  ___________________________________________________________________
 BR0906* NAD 83(1994)-  31 42 26.24714(N)    081 42 54.16549(W)     ADJUSTED  
 BR0906* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 BR0906  ___________________________________________________________________
 BR0906  X           -     782,613.056 (meters)                     COMP
 BR0906  Y           -  -5,374,497.479 (meters)                     COMP
 BR0906  Z           -   3,332,857.572 (meters)                     COMP
 BR0906  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 BR0906  ELLIP HEIGHT-          -9.69  (meters)          (09/03/97) GPS OBS
 BR0906  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 BR0906
 BR0906  HORZ ORDER  -  FIRST
 BR0906  ELLP ORDER  -  FOURTH    CLASS II
 BR0906
 BR0906.The horizontal coordinates were established by GPS observations
 BR0906.and adjusted by the National Geodetic Survey in September 1997..
 BR0906
 BR0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0906
 BR0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0906
 BR0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0906
 BR0906.The ellipsoidal height was determined by GPS observations
 BR0906.and is referenced to NAD 83.
 BR0906
 BR0906.The geoid height was determined by GEOID03.
 BR0906
 BR0906;                    North         East     Units Scale Factor Converg.
 BR0906;SPC GA E     -   189,351.944   242,805.994   MT  0.99992259   +0 14 14.5
 BR0906;SPC GA E     -   621,232.17    796,606.00   sFT  0.99992259   +0 14 14.5
 BR0906;UTM  17      - 3,508,214.057   432,245.609   MT  0.99965662   -0 22 33.0
 BR0906
 BR0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0906!SPC GA E     -   1.00000152  x   0.99992259  =   0.99992411
 BR0906!UTM  17      -   1.00000152  x   0.99965662  =   0.99965814
 BR0906
 BR0906:                Primary Azimuth Mark                     Grid Az
 BR0906:SPC GA E     -  BV 091 202 AZ MK                         117 53 46.8
 BR0906:UTM  17      -  BV 091 202 AZ MK                         118 30 34.3
 BR0906
 BR0906|---------------------------------------------------------------------|
 BR0906| PID    Reference Object                     Distance      Geod. Az  |
 BR0906|                                                           dddmmss.s |
 BR0906| BR0907 BV 091 202 AZ MK                    456.445 METERS 1180801.3 |
 BR0906| CR7894 BV 091 202 RM 1                      16.974 METERS 29352     |
 BR0906|---------------------------------------------------------------------|
 BR0906
 BR0906                          SUPERSEDED SURVEY CONTROL
 BR0906
 BR0906  NAD 83(1986)-  31 42 26.25172(N)    081 42 54.16828(W) AD(       ) 1
 BR0906  NGVD 29 (09/27/88)   20.5    (m)           67.     (f) GPS OBS        
 BR0906
 BR0906.Superseded values are not recommended for survey control.
 BR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0906.See file dsdata.txt to determine how the superseded data were derived.
 BR0906
 BR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3224608214(NAD 83)
 BR0906_MARKER: DD = SURVEY DISK
 BR0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0906+STABILITY: SURFACE MOTION
 BR0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0906+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1985
 BR0906
 BR0906  HISTORY     - Date     Condition        Report By
 BR0906  HISTORY     - 1984     MONUMENTED       GADT
 BR0906  HISTORY     - 19850808 GOOD
 BR0906
 BR0906                          STATION DESCRIPTION
 BR0906
 BR0906'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0906'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTHEAST FROM
 BR0906'LUDOWICI, 10.45 KM (6.5 MI) SOUTHWEST FROM WALTHOURVILLE, AND
 BR0906'19.65 KM (12.2 MI) NORTHEAST FROM JESUP.
 BR0906'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0906'
 BR0906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BR0906'(STATE ROUTE 23) TO THE NORTHWEST, U.S. HIGHWAYS 301, 25, 82,
 BR0906'(STATE ROUTES 23 AND 38) TO THE SOUTHWEST, U.S. HIGHWAY 82 (STATE
 BR0906'ROUTE 38) TO THE NORTHEAST, AND PAVED COUNTY ROAD 91887 (COUNTY
 BR0906'ROAD 113 ALSO MITCHAM ROAD) TO THE NORTH IN LUDOWICI, GO NORTHEAST
 BR0906'ALONG U.S. HIGHWAY 82 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF PAVED
 BR0906'COUNTY ROAD 19 CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG COUNTY
 BR0906'ROAD 19 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF THE SEABOARD
 BR0906'RAILROAD CROSSING.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 19
 BR0906'FOR 3.2 KM (2 MI) TO THE SECOND SHARP CURVE AND THE STATION ON THE
 BR0906'LEFT.
 BR0906'
 BR0906'THE STATION IS A STANDARD GADT DISK
 BR0906'STAMPED---091-202 1984---,
 BR0906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0906'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0906'IT IS LOCATED
 BR0906'18.37 METERS (60.3 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0906'39.01 METERS (128 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0906'PEDESTAL,
 BR0906'5.36 METERS (17.6 FT) EAST FROM THE CENTERLINE OF A DIRT DRIVEWAY,
 BR0906'57.42 METERS (188.4 FT) SOUTHEAST FROM A POWER POLE, AND
 BR0906'4.87 METERS (16 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0906'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0906'STAMPED---091-202 1984---,
 BR0906'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0906'
 BR0906'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0906'STAMPED---091-202 1984 RM 1---,
 BR0906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0906'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0906'IT IS LOCATED
 BR0906'26.45 METERS (86.8 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0906'10.85 METERS (35.6 FT) WEST FROM THE CENTERLINE OF THE DIRT
 BR0906'DRIVEWAY,
 BR0906'46.57 METERS (152.8 FT) SOUTHEAST FROM A POWER POLE, AND
 BR0906'27.52 METERS (90.3 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0906'PEDESTAL.
 BR0906'
 BR0906'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0906'STAMPED---091-202 1984 AZ MK---,
 BR0906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0906'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0906'IT IS LOCATED
 BR0906'4.51 METERS (14.8 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR0906'18.68 METERS (61.3 FT) SOUTH-SOUTHWEST FROM THE WEST END OF A 30
 BR0906'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH, AND
 BR0906'0.91 METER (3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0906'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0906'STAMPED---091-202 1984 AZ MK---,
 BR0906'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0906'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED GOING SOUTH
 BR0906'ALONG COUNTY ROAD 19 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE
 BR0906'RIGHT.
 BR0906'
 BR0906'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0906'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0906'1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0906
 BR0906                          STATION RECOVERY (1985)
 BR0906
 BR0906'RECOVERED 1985
 BR0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0907 ***********************************************************************
 BR0907  DESIGNATION -  BV 091 202 AZ MK
 BR0907  PID         -  BR0907
 BR0907  STATE/COUNTY-  GA/LONG
 BR0907  USGS QUAD   -  LUDOWICI (1978)
 BR0907
 BR0907                         *CURRENT SURVEY CONTROL
 BR0907  ___________________________________________________________________
 BR0907* NAD 83(1994)-  31 42 19.25908(N)    081 42 38.87913(W)     ADJUSTED  
 BR0907* NAVD 88     -        20.3    (meters)      67.     (feet)  VERTCON   
 BR0907  ___________________________________________________________________
 BR0907  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 BR0907  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 BR0907
 BR0907  HORZ ORDER  -  SECOND
 BR0907
 BR0907.The horizontal coordinates were established by classical geodetic methods
 BR0907.and adjusted by the National Geodetic Survey in September 1997..
 BR0907.No horizontal observational check was made to the station.
 BR0907
 BR0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0907
 BR0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0907
 BR0907.The geoid height was determined by GEOID03.
 BR0907
 BR0907;                    North         East     Units Scale Factor Converg.
 BR0907;SPC GA E     -   189,138.402   243,209.367   MT  0.99992302   +0 14 22.5
 BR0907;SPC GA E     -   620,531.57    797,929.40   sFT  0.99992302   +0 14 22.5
 BR0907;UTM  17      - 3,507,996.269   432,646.566   MT  0.99965595   -0 22 24.9
 BR0907
 BR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0907!SPC GA E     -   1.00000152  x   0.99992302  =   0.99992454
 BR0907!UTM  17      -   1.00000152  x   0.99965595  =   0.99965747
 BR0907
 BR0907                          SUPERSEDED SURVEY CONTROL
 BR0907
 BR0907  NAD 83(1986)-  31 42 19.26331(N)    081 42 38.88214(W) AD(       ) 2
 BR0907  NGVD 29 (09/27/88)   20.6    (m)           68.     (f) VERT ANG       
 BR0907
 BR0907.Superseded values are not recommended for survey control.
 BR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0907.See file dsdata.txt to determine how the superseded data were derived.
 BR0907
 BR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3264707996(NAD 83)
 BR0907_MARKER: DD = SURVEY DISK
 BR0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0907+STABILITY: SURFACE MOTION
 BR0907
 BR0907  HISTORY     - Date     Condition        Report By
 BR0907  HISTORY     - 1984     MONUMENTED       GADT
 BR0907
 BR0907                          STATION DESCRIPTION
 BR0907
 BR0907'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0907'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTHEAST FROM
 BR0907'LUDOWICI, 10.45 KM (6.5 MI) SOUTHWEST FROM WALTHOURVILLE, AND 19.65
 BR0907'KM (12.2 MI) NORTHEAST FROM JESUP.
 BR0907'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0907'
 BR0907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301
 BR0907'(STATE ROUTE 23) TO THE NORTHWEST, U.S. HIGHWAYS 301, 25, 82 (STATE
 BR0907'ROUTES 23 AND 38) TO THE SOUTHWEST, U.S. HIGHWAY 82 (STATE ROUTE 38)
 BR0907'TO THE NORTHEAST, AND PAVED COUNTY ROAD 91887 (COUNTY ROAD 113 ALSO
 BR0907'MITCHAM ROAD) TO THE NORTH IN LUDOWICI, GO NORTHEAST ALONG U.S.
 BR0907'HIGHWAY 82 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF PAVED COUNTY
 BR0907'ROAD 19 CROSSING.  TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 19
 BR0907'FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF THE SEABOARD RAILROAD
 BR0907'CROSSING.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 19 FOR 3.7 KM
 BR0907'(2.3 MI) TO THE STATION ON THE RIGHT.
 BR0907'
 BR0907'THE STATION IS A STANDARD GADT DISK
 BR0907'STAMPED---091-202 1984 AZ MK---,
 BR0907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0907'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0907'IT IS LOCATED
 BR0907'4.51 METERS (14.8 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR0907'18.68 METERS (61.3 FT) SOUTH-SOUTHWEST FROM THE WEST END OPF A 30
 BR0907'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH, AND
 BR0907'0.91 METER (3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0907'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0907'STAMPED---091-202 1984 AZ MK---,
 BR0907'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0907'
 BR0907'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0907'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0908 ***********************************************************************
 BR0908  DESIGNATION -  BV 091 203
 BR0908  PID         -  BR0908
 BR0908  STATE/COUNTY-  GA/LONG
 BR0908  USGS QUAD   -  GLENNVILLE SE (1973)
 BR0908
 BR0908                         *CURRENT SURVEY CONTROL
 BR0908  ___________________________________________________________________
 BR0908* NAD 83(1994)-  31 48 49.95799(N)    081 46 15.75648(W)     ADJUSTED  
 BR0908* NAVD 88     -        26.1    (meters)      86.     (feet)  VERTCON   
 BR0908  ___________________________________________________________________
 BR0908  X           -     776,470.294 (meters)                     COMP
 BR0908  Y           -  -5,369,107.911 (meters)                     COMP
 BR0908  Z           -   3,342,909.499 (meters)                     COMP
 BR0908  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 BR0908  ELLIP HEIGHT-          -3.73  (meters)          (09/03/97) GPS OBS
 BR0908  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 BR0908
 BR0908  HORZ ORDER  -  FIRST
 BR0908  ELLP ORDER  -  FOURTH    CLASS II
 BR0908
 BR0908.The horizontal coordinates were established by GPS observations
 BR0908.and adjusted by the National Geodetic Survey in September 1997..
 BR0908
 BR0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0908
 BR0908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0908
 BR0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0908
 BR0908.The ellipsoidal height was determined by GPS observations
 BR0908.and is referenced to NAD 83.
 BR0908
 BR0908.The geoid height was determined by GEOID03.
 BR0908
 BR0908;                    North         East     Units Scale Factor Converg.
 BR0908;SPC GA E     -   201,148.837   237,455.387   MT  0.99991730   +0 12 30.8
 BR0908;SPC GA E     -   659,935.81    779,051.55   sFT  0.99991730   +0 12 30.8
 BR0908;UTM  17      - 3,520,064.554   427,023.102   MT  0.99966568   -0 24 23.3
 BR0908
 BR0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0908!SPC GA E     -   1.00000059  x   0.99991730  =   0.99991789
 BR0908!UTM  17      -   1.00000059  x   0.99966568  =   0.99966627
 BR0908
 BR0908:                Primary Azimuth Mark                     Grid Az
 BR0908:SPC GA E     -  BV 091 203 AZ MK                         083 49 53.5
 BR0908:UTM  17      -  BV 091 203 AZ MK                         084 26 47.6
 BR0908
 BR0908|---------------------------------------------------------------------|
 BR0908| PID    Reference Object                     Distance      Geod. Az  |
 BR0908|                                                           dddmmss.s |
 BR0908| BR0909 BV 091 203 AZ MK                    APPROX. 0.8 KM 0840224.3 |
 BR0908| CR7895 BV 091 203 RM 1                      26.891 METERS 33123     |
 BR0908|---------------------------------------------------------------------|
 BR0908
 BR0908                          SUPERSEDED SURVEY CONTROL
 BR0908
 BR0908  NAD 83(1986)-  31 48 49.96261(N)    081 46 15.76017(W) AD(       ) 1
 BR0908  NGVD 29 (09/27/88)   26.4    (m)           87.     (f) GPS OBS        
 BR0908
 BR0908.Superseded values are not recommended for survey control.
 BR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0908.See file dsdata.txt to determine how the superseded data were derived.
 BR0908
 BR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2702320065(NAD 83)
 BR0908_MARKER: DD = SURVEY DISK
 BR0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0908+STABILITY: SURFACE MOTION
 BR0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0908+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1985
 BR0908
 BR0908  HISTORY     - Date     Condition        Report By
 BR0908  HISTORY     - 1984     MONUMENTED       GADT
 BR0908  HISTORY     - 19850822 GOOD
 BR0908
 BR0908                          STATION DESCRIPTION
 BR0908
 BR0908'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0908'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI) NORTH FROM LUDOWICI,
 BR0908'16.25 KM (10.1 MI) WEST FROM ALLENHURST, AND 20.1 KM (12.5 MI)
 BR0908'SOUTHEAST FROM GLENNVILLE.
 BR0908'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0908'
 BR0908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (U.S.
 BR0908'HIGHWAY 301, STATE ROUTE 23) TO THE NORTHWEST, STATE ROUTE 99 TO THE
 BR0908'SOUTHEAST, U.S. HIGHWAYS 25, 301, 82, (STATE ROUTES 23 AND 38) TO
 BR0908'THE SOUTHWEST, U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE NORTHEAST,
 BR0908'AND PAVED COUNTY ROAD 91887 (COUNTY ROAD 113 ALSO MITCHAM ROAD) IN
 BR0908'LUDOWICI, GO NORTH AND THEN NORTHEAST ALONG COUNTY ROAD 91887 FOR
 BR0908'3.05 KM (1.9 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 46 TO THE
 BR0908'LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 46 FOR 1.3 KM (0.8
 BR0908'MI) TO A CULVERT UNDER THE ROAD FOR DOCTORS CREEK.  CONTINUE GOING
 BR0908'NORTH ALONG COUNTY ROAD 46 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF
 BR0908'COUNTY ROAD 41 CROSSING.  TURN LEFT GOING NORTHWEST ALONG COUNTY
 BR0908'ROAD 41 FOR 3.85 KM (2.4 MI) TO ITS TERMINATION AT THE JUNCTION OF
 BR0908'PAVED COUNTY ROAD 47 CROSSING AND THE BEGGINING OF COUNTY ROAD 48
 BR0908'TO THE NORTH OFFSET TO THE RIGHT FROM THE INTERSECTION.  TURN LEFT
 BR0908'GOING WEST ALONG COUNTY ROAD 47 FOR 0.7 KM (0.45 MI) TO THE AZIMUTH
 BR0908'MARK ON THE RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 47 FOR
 BR0908'0.9 KM (0.55 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 52 TO THE
 BR0908'RIGHT AND THE STATION ON THE LEFT.
 BR0908'
 BR0908'THE STATION IS A STANDARD GADT DISK
 BR0908'STAMPED---091-203 1984---,
 BR0908'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0908'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0908'IT IS LOCATED
 BR0908'12.95 METERS (42.5 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 BR0908'28.92 METERS (94.9 FT) SOUTH-SOUTHEAST FROM AN UNDERGROUND
 BR0908'TELEPHONE CABLE PEDESTAL,
 BR0908'26.7 METERS (87.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 BR0908'22.95 METERS (75.3 FT) SOUTH-SOUTHEAST FROM THE WEST END OF A 24
 BR0908'INCH CONCRETE PIPE UNDER COUNTY ROAD 52, AND
 BR0908'1.06 METERS (3.5 FT) WEST FROM A METAL WITNESS POST.
 BR0908'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0908'STAMPED---091-203 1984---,
 BR0908'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0908'
 BR0908'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0908'STAMPED---091-203 1984 RM 1---,
 BR0908'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0908'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0908'IT IS LOCATED
 BR0908'11.49 METERS (37.7 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0908'6.49 METERS (21.3 FT) NORTHWEST FROM THE WEST END OF THE 24 INCH
 BR0908'CONCRETE PIPE UNDER COUNTY ROAD 52,
 BR0908'5.51 METERS (18.1 FT) SOUTHWEST FROM THE UNDERGROUND TELEPHONE CABLE
 BR0908'PEDESTAL, AND
 BR0908'3.71 METERS (12.2 FT) SOUTH FROM A METAL WITNESS POST SET AT A
 BR0908'FENCELINE.
 BR0908'
 BR0908'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0908'STAMPED---091-203 1984 AZ MK---,
 BR0908'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0908'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0908'IT IS LOCATED
 BR0908'11.36 METERS (37.3 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0908'5.73 METERS (18.8 FT) WEST FROM A POWER POLE, AND
 BR0908'3.38 METERS (11.1 FT) SOUTH FROM A METAL WITNESS POST SET AT A
 BR0908'FENCELINE.
 BR0908'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0908'STAMPED---091-203 1984 AZ MK---,
 BR0908'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0908'
 BR0908'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0908'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0908'1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0908
 BR0908                          STATION RECOVERY (1985)
 BR0908
 BR0908'RECOVERED 1985
 BR0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0909 ***********************************************************************
 BR0909  DESIGNATION -  BV 091 203 AZ MK
 BR0909  PID         -  BR0909
 BR0909  STATE/COUNTY-  GA/LONG
 BR0909  USGS QUAD   -  GLENNVILLE SE (1973)
 BR0909
 BR0909                         *CURRENT SURVEY CONTROL
 BR0909  ___________________________________________________________________
 BR0909* NAD 83(1994)-  31 48 52.57463(N)    081 45 46.39296(W)     ADJUSTED  
 BR0909* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 BR0909  ___________________________________________________________________
 BR0909  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 BR0909  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 BR0909
 BR0909  HORZ ORDER  -  SECOND
 BR0909
 BR0909.The horizontal coordinates were established by classical geodetic methods
 BR0909.and adjusted by the National Geodetic Survey in September 1997..
 BR0909.No horizontal observational check was made to the station.
 BR0909
 BR0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0909
 BR0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0909
 BR0909.The geoid height was determined by GEOID03.
 BR0909
 BR0909;                    North         East     Units Scale Factor Converg.
 BR0909;SPC GA E     -   201,232.265   238,227.308   MT  0.99991802   +0 12 46.3
 BR0909;SPC GA E     -   660,209.52    781,584.09   sFT  0.99991802   +0 12 46.3
 BR0909;UTM  17      - 3,520,139.672   427,795.679   MT  0.99966430   -0 24 07.9
 BR0909
 BR0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0909!SPC GA E     -   1.00000039  x   0.99991802  =   0.99991841
 BR0909!UTM  17      -   1.00000039  x   0.99966430  =   0.99966469
 BR0909
 BR0909                          SUPERSEDED SURVEY CONTROL
 BR0909
 BR0909  NAD 83(1986)-  31 48 52.57854(N)    081 45 46.39656(W) AD(       ) 2
 BR0909  NGVD 29 (09/27/88)   27.7    (m)           91.     (f) VERT ANG       
 BR0909
 BR0909.Superseded values are not recommended for survey control.
 BR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0909.See file dsdata.txt to determine how the superseded data were derived.
 BR0909
 BR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2779620140(NAD 83)
 BR0909_MARKER: DD = SURVEY DISK
 BR0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0909+STABILITY: SURFACE MOTION
 BR0909
 BR0909  HISTORY     - Date     Condition        Report By
 BR0909  HISTORY     - 1984     MONUMENTED       GADT
 BR0909
 BR0909                          STATION DESCRIPTION
 BR0909
 BR0909'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0909'THE STATION IS LOCATED ABOUT 11.6 KM (7.2 MI) NORTH FROM LUDOWICI,
 BR0909'16.25 KM (10.1 MI) WEST FROM ALLENHURST, AND 20.1 KM (12.5 MI)
 BR0909'SOUTHEAST FROM GLENNVILLE.
 BR0909'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0909'
 BR0909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (U.S.
 BR0909'HIGHWAY 301, STATE ROUTE 23) TO THE NORTHWEST, U.S. HIGHWAYS 25,
 BR0909'301, 82 (STATE ROUTES 23 AND 38) TO THE SOUTHWEST, U.S. HIGHWAY 82
 BR0909'(STATE ROUTE 38) TO THE NORTHEAST, AND PAVED COUNTY ROAD 91887
 BR0909'(COUNTY ROAD 113 ALSO MITCHAM ROAD) TO THE NORTH IN LUDOWICI, GO
 BR0909'NORTH AND THEN NORTHEAST ALONG COUNTY ROAD 91887 FOR 3.05 KM (1.9
 BR0909'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 46 TO THE LEFT.  TURN LEFT
 BR0909'GOING NORTH ALONG COUNTY ROAD 46 FOR 1.3 KM (0.8 MI) TO A CULVERT
 BR0909'UNDER THE ROAD FOR DOCTORS CREEK.  CONTINUE GOING NORTH ALONG COUNTY
 BR0909'ROAD 46 FOR 4.5 KM (2.8 MI) TO THE JUNCTION OF COUNTY ROAD 41
 BR0909'CROSSING.  TURN LEFT GOING NORTHWEST ALONG COUNTY ROAD 41 FOR 3.85
 BR0909'KM (2.4 MI) TO ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD
 BR0909'47 CROSSING, AND THE BEGGINING OF COUNTY ROAD 48 TO THE NORTH OFFSET
 BR0909'TO THE RIGHT FROM THE INTERSECTION.  TURN LEFT GOING WEST ALONG
 BR0909'COUNTY ROAD 47 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT.
 BR0909'
 BR0909'THE STATION IS A STANDARD GADT DISK
 BR0909'STAMPED---091-203 1984 AZ MK---,
 BR0909'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0909'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0909'IT IS LOCATED
 BR0909'11.36 METERS (37.3 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0909'5.73 METERS (18.8 FT) WEST FROM A POWER POLE, AND
 BR0909'3.38 METERS (11.1 FT) SOUTH FROM A METAL WITNESS POST SET AT A
 BR0909'FENCELINE.
 BR0909'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0909'STAMPED---091-203 1984 AZ MK---,
 BR0909'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0909'
 BR0909'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0909'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0910 ***********************************************************************
 BR0910  DESIGNATION -  BV 091 204
 BR0910  PID         -  BR0910
 BR0910  STATE/COUNTY-  GA/LONG
 BR0910  USGS QUAD   -  DOCTORTOWN (1988)
 BR0910
 BR0910                         *CURRENT SURVEY CONTROL
 BR0910  ___________________________________________________________________
 BR0910* NAD 83(1994)-  31 41 50.06406(N)    081 46 32.05845(W)     ADJUSTED  
 BR0910* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 BR0910  ___________________________________________________________________
 BR0910  X           -     777,018.213 (meters)                     COMP
 BR0910  Y           -  -5,375,895.991 (meters)                     COMP
 BR0910  Z           -   3,331,906.380 (meters)                     COMP
 BR0910  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 BR0910  ELLIP HEIGHT-         -15.45  (meters)          (09/03/97) GPS OBS
 BR0910  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 BR0910
 BR0910  HORZ ORDER  -  FIRST
 BR0910  ELLP ORDER  -  FOURTH    CLASS II
 BR0910
 BR0910.The horizontal coordinates were established by GPS observations
 BR0910.and adjusted by the National Geodetic Survey in September 1997..
 BR0910
 BR0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0910
 BR0910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0910
 BR0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0910
 BR0910.The ellipsoidal height was determined by GPS observations
 BR0910.and is referenced to NAD 83.
 BR0910
 BR0910.The geoid height was determined by GEOID03.
 BR0910
 BR0910;                    North         East     Units Scale Factor Converg.
 BR0910;SPC GA E     -   188,215.414   237,073.125   MT  0.99991695   +0 12 19.8
 BR0910;SPC GA E     -   617,503.40    777,797.41   sFT  0.99991695   +0 12 19.8
 BR0910;UTM  17      - 3,507,139.215   426,502.390   MT  0.99966662   -0 24 27.1
 BR0910
 BR0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0910!SPC GA E     -   1.00000243  x   0.99991695  =   0.99991938
 BR0910!UTM  17      -   1.00000243  x   0.99966662  =   0.99966905
 BR0910
 BR0910|---------------------------------------------------------------------|
 BR0910| PID    Reference Object                     Distance      Geod. Az  |
 BR0910|                                                           dddmmss.s |
 BR0910| CR7896 BV 091 204 RM 1                      22.916 METERS 22822     |
 BR0910| BR0911 BV 091 204 AZ MK                    469.189 METERS 2375503.6 |
 BR0910|---------------------------------------------------------------------|
 BR0910
 BR0910                          SUPERSEDED SURVEY CONTROL
 BR0910
 BR0910  NAD 83(1986)-  31 41 50.06835(N)    081 46 32.06037(W) AD(       ) 1
 BR0910  NGVD 29 (09/27/88)   14.7    (m)           48.     (f) GPS OBS        
 BR0910
 BR0910.Superseded values are not recommended for survey control.
 BR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0910.See file dsdata.txt to determine how the superseded data were derived.
 BR0910
 BR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2650207139(NAD 83)
 BR0910_MARKER: DD = SURVEY DISK
 BR0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0910+STABILITY: SURFACE MOTION
 BR0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0910+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1985
 BR0910
 BR0910  HISTORY     - Date     Condition        Report By
 BR0910  HISTORY     - 1984     MONUMENTED       GADT
 BR0910  HISTORY     - 19850821 GOOD
 BR0910
 BR0910                          STATION DESCRIPTION
 BR0910
 BR0910'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0910'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) SOUTHWEST FROM
 BR0910'LUDOWICI, 14.5 KM (9 MI) NORTHEAST FROM JESUP, AND 30.45 KM (19.9
 BR0910'MI) SOUTHEAST FROM GLENNVILLE.
 BR0910'OWNERSHIP--STATE RIGHT OF WAY.
 BR0910'
 BR0910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 BR0910'(U.S. HIGHWAY 25) TO THE NORTHWEST, STATE ROUTE 99 TO THE SOUTHEAST,
 BR0910'U.S. HIGHWAY 301 (U.S. HIGHWAYS 25, 82, STATE ROUTES 23, 38) TO THE
 BR0910'SOUTHWEST, AND U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE NORTHEAST
 BR0910'IN LUDOWICI, GO SOUTHWEST ALONG U.S. HIGHWAY 301 (U.S. HIGHWAYS 25,
 BR0910'82, STATE ROUTES 23, 38) FOR 1.6 KM (1 MI) TO A BRIDGE OVER GRANT
 BR0910'CREEK.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 301 (U.S. HIGHWAYS
 BR0910'25, 82, STATE ROUTES 23, 38) FOR 1.75 KM (1.1 MI) TO THE JUNCTION
 BR0910'OF A WOODS ROAD CROSSING AND THE STATION ON THE LEFT.
 BR0910'
 BR0910'THE STATION IS A STANDARD GADT DISK
 BR0910'STAMPED---091-204 1984---,
 BR0910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0910'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0910'IT IS LOCATED
 BR0910'16.20 METERS (53.10 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 BR0910'HIGHWAY,
 BR0910'21.80 METERS (71.50 FT) SOUTH-SOUTHWEST FROM THE WESTERN-MOST OF
 BR0910'TWO POWER POLES FROM A POWER TRANSMISSION LINE,
 BR0910'21.85 METERS (71.7 FT) SOUTHWEST FROM THE EASTERN-MOST OF THE TWO
 BR0910'POLES,
 BR0910'20.35 METERS (66.70 FT) NORTH-NORTHWEST FROM A 10 INCH PINE TREE,
 BR0910'AND 1 METER (3.2 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 BR0910'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0910'STAMPED---091-204 1984---,
 BR0910'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0910'
 BR0910'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0910'STAMPED---091-204 1984 RM 1---,
 BR0910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0910'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0910'IT IS LOCATED
 BR0910'19.90 METERS (65.30 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 BR0910'HIGHWAY,
 BR0910'24.60 METERS (80.70 FT) WEST FROM THE 10 INCH PINE TREE,
 BR0910'23.80 METERS (78.00 FT) NORTH-NORTHEAST FROM ANOTHER 10 INCH PINE
 BR0910'TREE, AND
 BR0910'1.15 METERS (3.7 FT) NORTH FROM A METAL WITNESS POST.
 BR0910'
 BR0910'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0910'STAMPED---091-204 1984 AZ MK---,
 BR0910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0910'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0910'IT IS LOCATED
 BR0910'15.9 METERS (52.50 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BR0910'HIGHWAY,
 BR0910'32.20 METERS (105.60 FT) SOUTHWEST FROM THE WESTERN-MOST OF TWO
 BR0910'POWER POLES FROM THE POWER LINE,
 BR0910'79.79 METERS (242.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 BR0910'BRIDGE END POST,
 BR0910'11.03 METERS (36.10 FT) SOUTH-SOUTHWEST FROM MILE POST NO 4, AND
 BR0910'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BR0910'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0910'STAMPED---091-204 1984 AZ MK---,
 BR0910'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0910'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 BR0910'ALONG U.S. HIGHWAYS 301, AND 82 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH
 BR0910'MARK ON THE LEFT.
 BR0910'
 BR0910'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0910'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0910'1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
 BR0910
 BR0910                          STATION RECOVERY (1985)
 BR0910
 BR0910'RECOVERED 1985
 BR0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0911 ***********************************************************************
 BR0911  DESIGNATION -  BV 091 204 AZ MK
 BR0911  PID         -  BR0911
 BR0911  STATE/COUNTY-  GA/LONG
 BR0911  USGS QUAD   -  DOCTORTOWN (1988)
 BR0911
 BR0911                         *CURRENT SURVEY CONTROL
 BR0911  ___________________________________________________________________
 BR0911* NAD 83(1994)-  31 41 41.97289(N)    081 46 47.15406(W)     ADJUSTED  
 BR0911* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 BR0911  ___________________________________________________________________
 BR0911  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 BR0911  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 BR0911
 BR0911  HORZ ORDER  -  SECOND
 BR0911
 BR0911.The horizontal coordinates were established by classical geodetic methods
 BR0911.and adjusted by the National Geodetic Survey in September 1997..
 BR0911.No horizontal observational check was made to the station.
 BR0911
 BR0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0911
 BR0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0911
 BR0911.The geoid height was determined by GEOID03.
 BR0911
 BR0911;                    North         East     Units Scale Factor Converg.
 BR0911;SPC GA E     -   187,964.807   236,676.517   MT  0.99991658   +0 12 11.8
 BR0911;SPC GA E     -   616,681.20    776,496.21   sFT  0.99991658   +0 12 11.8
 BR0911;UTM  17      - 3,506,892.927   426,103.223   MT  0.99966735   -0 24 34.9
 BR0911
 BR0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0911!SPC GA E     -   1.00000249  x   0.99991658  =   0.99991907
 BR0911!UTM  17      -   1.00000249  x   0.99966735  =   0.99966984
 BR0911
 BR0911                          SUPERSEDED SURVEY CONTROL
 BR0911
 BR0911  NAD 83(1986)-  31 41 41.97754(N)    081 46 47.15622(W) AD(       ) 2
 BR0911  NGVD 29 (09/27/88)   14.2    (m)           47.     (f) VERT ANG       
 BR0911
 BR0911.Superseded values are not recommended for survey control.
 BR0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0911.See file dsdata.txt to determine how the superseded data were derived.
 BR0911
 BR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2610306893(NAD 83)
 BR0911_MARKER: DD = SURVEY DISK
 BR0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0911+STABILITY: SURFACE MOTION
 BR0911
 BR0911  HISTORY     - Date     Condition        Report By
 BR0911  HISTORY     - 1984     MONUMENTED       GADT
 BR0911
 BR0911                          STATION DESCRIPTION
 BR0911
 BR0911'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0911'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) SOUTHWEST FROM
 BR0911'LUDOWICI, 14.5 KM (9 MI) NORTHEAST FROM JESUP, AND 30.45 KM (19.9
 BR0911'MI) SOUTHEAST FROM GLENNVILLE.
 BR0911'OWNERSHIP--STATE RIGHT OF WAY.
 BR0911'
 BR0911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 BR0911'HIGHWAY 25) TO THE NORTHWEST, STATE ROUTE 99 TO THE SOUTHEAST, U.S.
 BR0911'HIGHWAY 301 (U.S. HIGHWAYS 25, 82, STATE ROUTES 23, 38) TO THE
 BR0911'SOUTHWEST, AND U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE NORTHEAST IN
 BR0911'LUDOWICI, GO SOUTHWEST ALONG U.S. HIGHWAYS 301, 82, 25 (STATE ROUTES
 BR0911'23 AND 38) FOR 1.6 KM (1 MI) TO A BRIDGE OVER GRANT CREEK.  CONTINUE
 BR0911'GOING SOUTH ALONG U.S. HIGHWAYS 301, 82, 25 (STATE ROUTES 23 AND 38)
 BR0911'FOR 1.75 KM (1.1 MI) TO THE JUNCTION OF A WOODS ROAD CROSSING.
 BR0911'CONTINUE GOING SOUTH ALONG U.S. HIGHWAYS 301, 82, 25 (STATE ROUTES
 BR0911'23 AND 38) FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 BR0911'
 BR0911'THE STATION IS A STANDARD GADT DISK
 BR0911'STAMPED---091-204 1984 AZ MK---,
 BR0911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0911'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0911'IT IS LOCATED
 BR0911'15.9 METERS (52.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BR0911'HIGHWAY,
 BR0911'32.2 METERS (105.6 FT) SOUTHWEST FROM THE WESTERN-MOST OF TWO POWER
 BR0911'POLES FROM THE POWER LINE,
 BR0911'79.9 METERS (242.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 BR0911'BRIDGE END POST,
 BR0911'11.03 METERS (36.1 FT) SOUTH-SOUTHWEST FROM MILE POST NO 4, AND
 BR0911'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BR0911'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0911'STAMPED---091-204 1984 AZ MK---,
 BR0911'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0911'
 BR0911'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0911'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0912 ***********************************************************************
 BR0912  DESIGNATION -  BV 091 205
 BR0912  PID         -  BR0912
 BR0912  STATE/COUNTY-  GA/LONG
 BR0912  USGS QUAD   -  DOCTORTOWN (1988)
 BR0912
 BR0912                         *CURRENT SURVEY CONTROL
 BR0912  ___________________________________________________________________
 BR0912* NAD 83(1994)-  31 44 02.97366(N)    081 46 25.42444(W)     ADJUSTED  
 BR0912* NAVD 88     -        21.29   (+/-2cm)      69.8    (feet)  VERTCON   
 BR0912  ___________________________________________________________________
 BR0912  X           -     776,884.032 (meters)                     COMP
 BR0912  Y           -  -5,373,746.884 (meters)                     COMP
 BR0912  Z           -   3,335,392.362 (meters)                     COMP
 BR0912  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 BR0912  ELLIP HEIGHT-          -8.55  (meters)          (09/03/97) GPS OBS
 BR0912  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 BR0912
 BR0912  HORZ ORDER  -  FIRST
 BR0912  VERT ORDER  -  THIRD (See Below)
 BR0912  ELLP ORDER  -  FOURTH    CLASS II
 BR0912
 BR0912.The horizontal coordinates were established by GPS observations
 BR0912.and adjusted by the National Geodetic Survey in September 1997..
 BR0912
 BR0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0912.The vertical order pertains to the NGVD 29 superseded value.
 BR0912
 BR0912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0912
 BR0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0912
 BR0912.The ellipsoidal height was determined by GPS observations
 BR0912.and is referenced to NAD 83.
 BR0912
 BR0912.The geoid height was determined by GEOID03.
 BR0912
 BR0912;                    North         East     Units Scale Factor Converg.
 BR0912;SPC GA E     -   192,309.360   237,233.051   MT  0.99991709   +0 12 24.0
 BR0912;SPC GA E     -   630,934.96    778,322.10   sFT  0.99991709   +0 12 24.0
 BR0912;UTM  17      - 3,511,230.189   426,706.080   MT  0.99966625   -0 24 25.1
 BR0912
 BR0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0912!SPC GA E     -   1.00000134  x   0.99991709  =   0.99991843
 BR0912!UTM  17      -   1.00000134  x   0.99966625  =   0.99966759
 BR0912
 BR0912|---------------------------------------------------------------------|
 BR0912| PID    Reference Object                     Distance      Geod. Az  |
 BR0912|                                                           dddmmss.s |
 BR0912| BR0744 L 84                                122.620 METERS 11126     |
 BR0912| CR7897 BV 091 205 RM 1                      19.708 METERS 12409     |
 BR0912| BR0913 BV 091 205 AZ MK                    APPROX. 0.5 KM 3034913.3 |
 BR0912|---------------------------------------------------------------------|
 BR0912
 BR0912                          SUPERSEDED SURVEY CONTROL
 BR0912
 BR0912  NAD 83(1986)-  31 44 02.97816(N)    081 46 25.42697(W) AD(       ) 1
 BR0912  NGVD 29 (09/27/88)   21.56   (m)           70.7    (f) LEVELING    3  
 BR0912
 BR0912.Superseded values are not recommended for survey control.
 BR0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0912.See file dsdata.txt to determine how the superseded data were derived.
 BR0912
 BR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2670611230(NAD 83)
 BR0912_MARKER: DD = SURVEY DISK
 BR0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0912+STABILITY: SURFACE MOTION
 BR0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0912+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 BR0912
 BR0912  HISTORY     - Date     Condition        Report By
 BR0912  HISTORY     - 1984     MONUMENTED       GADT
 BR0912  HISTORY     - 19850926 GOOD
 BR0912  HISTORY     - 20050201 GOOD             GADT
 BR0912
 BR0912                          STATION DESCRIPTION
 BR0912
 BR0912'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0912'THE STATION IS LOCATED ABOUT 3.55 KM (2.2 MI) NORTHWEST FROM
 BR0912'LUDOWICI, 13.85 KM (8.6 MI) WEST-SOUTHWEST FROM WALTHOURVILLE, AND
 BR0912'17.7 KM (11 MI) NORTHEAST FROM JESUP.
 BR0912'OWNERSHIP--STATE RIGHT OF WAY.
 BR0912'
 BR0912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301, 25
 BR0912'(STATE ROUTE 23) TO THE NORTHWEST, STATE ROUTE 99 TO
 BR0912'THE SOUTHEAST, U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE
 BR0912'EAST-NORTHEAST, AND U.S. HIGHWAYS 301, 25, 82 (STATE ROUTES 23,38)
 BR0912'TO THE SOUTHWEST IN LUDOWICI, GO NORTHWEST ALONG U.S. HIGHWAY
 BR0912'301 (U.S. HIGHWAY 25) FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF DIRT
 BR0912'COUNTY ROAD 19 TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG U.S.
 BR0912'HIGHWAYS 301 AND 25 FOR 1.6 KM (1 MI) TO THE STATION ON THE LEFT.
 BR0912'
 BR0912'THE STATION IS A STANDARD GADT DISK
 BR0912'STAMPED---091-205 1984---,
 BR0912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0912'AND RECESSED 8.05 CM BELOW THE SURFACE OF THE GROUND.
 BR0912'IT IS LOCATED
 BR0912'11.2 METERS (35.8 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0912'48.52 METERS (159.3 FT) NORTHWEST FROM A POWER POLE,
 BR0912'47.87 METERS (157 FT) NORTH-NORTHWEST FROM THE SOUTHERN-MOST OF FIVE
 BR0912'POLES FROM THE HOLIDAY INN SIGN, AND
 BR0912'0.61 METER (2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0912'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0912'STAMPED---091-205 1984---,
 BR0912'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0912'
 BR0912'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0912'STAMPED---091-205 1984 RM 1---,
 BR0912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0912'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0912'IT IS LOCATED
 BR0912'11.9 METERS (39 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0912'28.96 METERS (95 FT) NORTHWEST FROM THE POWER POLE,
 BR0912'29.2 METERS (95.8 FT) NORTH FROM THE SOUTHERN-MOST POLE OF THE FIVE
 BR0912'POLES FOR THE HOLIDAY INN SIGN, AND
 BR0912'0.61 METER (2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0912'
 BR0912'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0912'STAMPED---091-205 1984---,
 BR0912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0912'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0912'IT IS LOCATED
 BR0912'7.92 METERS (26 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR0912'HIGHWAY,
 BR0912'6.7 METERS (22 FT) SOUTHEAST FROM THE CENTERLINE OF THE DIRT ROAD,
 BR0912'3.2 METERS (10.5 FT) WEST FROM A DROP INLET, AND
 BR0912'0.91 METER (3 FT) WEST FROM A METAL WITNESS POST.
 BR0912'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0912'STAMPED---091-205 1984 AZ MK---,
 BR0912'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0912'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED GOING NORTHWEST
 BR0912'ALONG U.S. HIGHWAY 301 FOR 0.55 KM (.35 MI) TO THE JUNCTION OF A
 BR0912'DIRT ROAD TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT, NEAR
 BR0912'BY A DROP INLET SURROUNDED BY A CONCRETE POST.
 BR0912'
 BR0912'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0912'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0912'1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
 BR0912
 BR0912                          STATION RECOVERY (1985)
 BR0912
 BR0912'RECOVERED 1985
 BR0912'RECOVERED IN GOOD CONDITION.
 BR0912
 BR0912                          STATION RECOVERY (2005)
 BR0912
 BR0912'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BR0912'REPORT WAS MADE TO THE GADT FROM A PRIVATE ENGINEERING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0913 ***********************************************************************
 BR0913  DESIGNATION -  BV 091 205 AZ MK
 BR0913  PID         -  BR0913
 BR0913  STATE/COUNTY-  GA/LONG
 BR0913  USGS QUAD   -  DOCTORTOWN (1988)
 BR0913
 BR0913                         *CURRENT SURVEY CONTROL
 BR0913  ___________________________________________________________________
 BR0913* NAD 83(1994)-  31 44 12.49428(N)    081 46 42.05320(W)     ADJUSTED  
 BR0913* NAVD 88     -        21.0    (meters)      69.     (feet)  VERTCON   
 BR0913  ___________________________________________________________________
 BR0913  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 BR0913  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 BR0913
 BR0913  HORZ ORDER  -  SECOND
 BR0913
 BR0913.The horizontal coordinates were established by classical geodetic methods
 BR0913.and adjusted by the National Geodetic Survey in September 1997..
 BR0913
 BR0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0913
 BR0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0913
 BR0913.The geoid height was determined by GEOID03.
 BR0913
 BR0913;                    North         East     Units Scale Factor Converg.
 BR0913;SPC GA E     -   192,601.005   236,794.317   MT  0.99991669   +0 12 15.4
 BR0913;SPC GA E     -   631,891.80    776,882.69   sFT  0.99991669   +0 12 15.4
 BR0913;UTM  17      - 3,511,526.442   426,270.604   MT  0.99966704   -0 24 34.0
 BR0913
 BR0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0913!SPC GA E     -   1.00000139  x   0.99991669  =   0.99991808
 BR0913!UTM  17      -   1.00000139  x   0.99966704  =   0.99966843
 BR0913
 BR0913                          SUPERSEDED SURVEY CONTROL
 BR0913
 BR0913  NAD 83(1986)-  31 44 12.49916(N)    081 46 42.05542(W) AD(       ) 2
 BR0913  NGVD 29 (09/27/88)   21.3    (m)           70.     (f) VERT ANG       
 BR0913
 BR0913.Superseded values are not recommended for survey control.
 BR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0913.See file dsdata.txt to determine how the superseded data were derived.
 BR0913
 BR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2627111526(NAD 83)
 BR0913_MARKER: DD = SURVEY DISK
 BR0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0913+STABILITY: SURFACE MOTION
 BR0913
 BR0913  HISTORY     - Date     Condition        Report By
 BR0913  HISTORY     - 1984     MONUMENTED       GADT
 BR0913
 BR0913                          STATION DESCRIPTION
 BR0913
 BR0913'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0913'THE STATION IS LOCATED ABOUT 3.55 KM (2.2 MI) NORTHWEST FROM
 BR0913'LUDOWICI, 13.85 KM (8.6 MI) WEST-SOUTHWEST FROM WALTHOURVILLE, AND
 BR0913'17.7 KM (11 MI) NORTHEAST FROM JESUP.
 BR0913'OWNERSHIP--STATE RIGHT OF WAY.
 BR0913'
 BR0913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 BR0913'ROUTE 23 AND U.S. HIGHWAY 25) TO THE NORTHEAST, STATE ROUTE 99 TO
 BR0913'THE SOUTHEAST, U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE
 BR0913'EAST-NORTHEAST, AND U.S. HIGHWAYS 301, 25 (STATE ROUTES 23 AND 38)
 BR0913'TO THE SOUTHWEST IN LUDOWICI, PROCEED GOING NORTHWEST ALONG U.S.
 BR0913'HIGHWAYS 301, 25 (STATE ROUTE 23) FOR 1.85 KM (1.15 MI) TO THE
 BR0913'JUNCTION OF DIRT COUNTY ROAD 19 TO THE RIGHT.  CONTINUE GOING
 BR0913'NORTHWEST ALONG U.S. HIGHWAYS 301, 25 (STATE ROUTE 23) FOR 2.15 KM
 BR0913'(1.35 MI) TO THE JUNCTION OF A DIRT ROAD TO THE RIGHT AND THE
 BR0913'STATION ON THE RIGHT, NEAR A DROP INLET SURROUNDED BY A CONCRETE
 BR0913'POST.
 BR0913'
 BR0913'THE STATION IS A STANDARD GADT DISK
 BR0913'STAMPED---091-205 1984 AZ MK---,
 BR0913'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0913'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0913'IT IS LOCATED
 BR0913'7.92 METERS (26 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR0913'HIGHWAY,
 BR0913'6.7 METERS (22 FT) SOUTHEAST FROM THE CENTERLINE OF THE DIRT ROAD,
 BR0913'3.2 METERS (10.5 FT) WEST FROM A DROP INLET, AND
 BR0913'0.91 METER (3 FT) WEST FROM A METAL WITNESS POST.
 BR0913'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0913'STAMPED---091-205 1984 AZ MK---,
 BR0913'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0913'
 BR0913'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0913'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0914 ***********************************************************************
 BR0914  DESIGNATION -  BV 091 206
 BR0914  PID         -  BR0914
 BR0914  STATE/COUNTY-  GA/LONG
 BR0914  USGS QUAD   -  EAST OF LUDOWICI (1978)
 BR0914
 BR0914                         *CURRENT SURVEY CONTROL
 BR0914  ___________________________________________________________________
 BR0914* NAD 83(1994)-  31 44 38.97602(N)    081 37 09.92624(W)     ADJUSTED  
 BR0914* NAVD 88     -        22.64   (+/-2cm)      74.3    (feet)  VERTCON   
 BR0914  ___________________________________________________________________
 BR0914  X           -     791,268.505 (meters)                     COMP
 BR0914  Y           -  -5,371,058.873 (meters)                     COMP
 BR0914  Z           -   3,336,335.944 (meters)                     COMP
 BR0914  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 BR0914  ELLIP HEIGHT-          -7.56  (meters)          (09/03/97) GPS OBS
 BR0914  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 BR0914
 BR0914  HORZ ORDER  -  FIRST
 BR0914  VERT ORDER  -  THIRD (See Below)
 BR0914  ELLP ORDER  -  FOURTH    CLASS II
 BR0914
 BR0914.The horizontal coordinates were established by GPS observations
 BR0914.and adjusted by the National Geodetic Survey in September 1997..
 BR0914
 BR0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0914.The vertical order pertains to the NGVD 29 superseded value.
 BR0914
 BR0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0914
 BR0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0914
 BR0914.The ellipsoidal height was determined by GPS observations
 BR0914.and is referenced to NAD 83.
 BR0914
 BR0914.The geoid height was determined by GEOID03.
 BR0914
 BR0914;                    North         East     Units Scale Factor Converg.
 BR0914;SPC GA E     -   193,481.267   251,848.923   MT  0.99993314   +0 17 16.5
 BR0914;SPC GA E     -   634,779.79    826,274.34   sFT  0.99993314   +0 17 16.5
 BR0914;UTM  17      - 3,512,245.193   441,329.706   MT  0.99964245   -0 19 33.3
 BR0914
 BR0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0914!SPC GA E     -   1.00000119  x   0.99993314  =   0.99993433
 BR0914!UTM  17      -   1.00000119  x   0.99964245  =   0.99964364
 BR0914
 BR0914:                Primary Azimuth Mark                     Grid Az
 BR0914:SPC GA E     -  BV 091 206 AZ MK                         043 10 19.0
 BR0914:UTM  17      -  BV 091 206 AZ MK                         043 47 08.8
 BR0914
 BR0914|---------------------------------------------------------------------|
 BR0914| PID    Reference Object                     Distance      Geod. Az  |
 BR0914|                                                           dddmmss.s |
 BR0914| BR0915 BV 091 206 AZ MK                    APPROX. 0.7 KM 0432735.5 |
 BR0914| BR0879 7 KEM                                65.813 METERS 23659     |
 BR0914| CR7898 BV 091 206 RM 1                      17.454 METERS 30942     |
 BR0914|---------------------------------------------------------------------|
 BR0914
 BR0914                          SUPERSEDED SURVEY CONTROL
 BR0914
 BR0914  NAD 83(1986)-  31 44 38.98367(N)    081 37 09.93376(W) AD(       ) 1
 BR0914  NGVD 29 (09/27/88)   22.93   (m)           75.2    (f) LEVELING    3  
 BR0914
 BR0914.Superseded values are not recommended for survey control.
 BR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0914.See file dsdata.txt to determine how the superseded data were derived.
 BR0914
 BR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4133012245(NAD 83)
 BR0914_MARKER: DD = SURVEY DISK
 BR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0914+STABILITY: SURFACE MOTION
 BR0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0914+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 BR0914
 BR0914  HISTORY     - Date     Condition        Report By
 BR0914  HISTORY     - 1984     MONUMENTED       GADT
 BR0914  HISTORY     - 19850813 GOOD
 BR0914  HISTORY     - 20050201 GOOD             GADT
 BR0914
 BR0914                          STATION DESCRIPTION
 BR0914
 BR0914'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0914'THE STATION IS LOCATED 4.6 KM (2.85 MI) SOUTH FROM ALLENHURST,
 BR0914'3.2 KM (2 MI) SOUTHEAST FROM WALTHOURVILLE, AND 12.4 KM (7.7 MI)
 BR0914'EAST-NORTHEAST FROM LUDOWICI.
 BR0914'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0914'
 BR0914'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE JUNCTION OF
 BR0914'U.S. HIGHWAY 82 (STATE ROUTE 38) AND COUNTY ROAD 91888 (DUNLEVE
 BR0914'ROAD) IN ALLENHURST, PROCEED GOING SOUTH ALONG COUNTY ROAD 91888
 BR0914'FOR 3.2 KM (2 MI) TO THE JUNCTION OF STATE ROUTE 119 CROSSING.
 BR0914'CONTINUE GOING SOUTH ALONG COUNTY ROAD 91888 FOR 1.4 KM (0.85 MI)
 BR0914'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY
 BR0914'ROAD 91888 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 BR0914'
 BR0914'THE STATION IS A STANDARD GADT DISK
 BR0914'STAMPED---091-206 1984---,
 BR0914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0914'AND FLUSH WITH THE SUARFACE OF THE GROUND.
 BR0914'IT IS LOCATED
 BR0914'5.12 METERS (16.8 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BR0914'ROAD,
 BR0914'7.07 METERS (23.2 FT) NORTHEAST FROM THE CENTERLINE OF A DIRT DRIVE,
 BR0914'20.02 METERS (65.7 FT) SOUTH FROM A POWER POLE ON THE NORTH SIDE OF
 BR0914'THE ROAD,
 BR0914'13.53 METERS (44.4 FT) WEST FROM ANOTHER POWER POLE, AND
 BR0914'1 METER (3.3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 BR0914'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0914'STAMPED---091-206 1984---,
 BR0914'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0914'
 BR0914'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0914'STAMPED---091-206 1984 RM 1---,
 BR0914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0914'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0914'IT IS LOCATED
 BR0914'12.34 METERS (40.5 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR0914'10.97 METERS (36 FT) WEST-SOUTHWEST FROM A POWER POLE, AND
 BR0914'0.6 METER (2 FT) SOUTH FROM A METAL WITNESS POST.
 BR0914'
 BR0914'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0914'STAMPED---091-206 1984 AZ MK---,
 BR0914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0914'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0914'IT IS LOCATED
 BR0914'4.26 METERS (14 FT) SOUTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR0914'22.03 METERS (72.3 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0914'CABLE PEDESTAL ON THE NORTH SIDE OF THE ROAD,
 BR0914'8.99 METERS (29.5 FT) NORTH-NORTHWEST FROM A 20 INCH PINE TREE, AND
 BR0914'0.97 METER (3.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0914'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0914'STAMPED---091-206 1984 AZ MK---,
 BR0914'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0914'
 BR0914'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0914'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0914'1977.  DESCRIBED BY P.R. MILTON.
 BR0914
 BR0914                          STATION RECOVERY (1985)
 BR0914
 BR0914'RECOVERED 1985
 BR0914'RECOVERED IN GOOD CONDITION.
 BR0914
 BR0914                          STATION RECOVERY (2005)
 BR0914
 BR0914'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BR0914'REPORT WAS MADE TO THE GADT FROM A PRIVATE ENGINEERING COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0915 ***********************************************************************
 BR0915  DESIGNATION -  BV 091 206 AZ MK
 BR0915  PID         -  BR0915
 BR0915  STATE/COUNTY-  GA/LONG
 BR0915  USGS QUAD   -  EAST OF LUDOWICI (1978)
 BR0915
 BR0915                         *CURRENT SURVEY CONTROL
 BR0915  ___________________________________________________________________
 BR0915* NAD 83(1994)-  31 44 55.82745(N)    081 36 51.23788(W)     ADJUSTED  
 BR0915* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 BR0915  ___________________________________________________________________
 BR0915  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 BR0915  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 BR0915
 BR0915  HORZ ORDER  -  SECOND
 BR0915
 BR0915.The horizontal coordinates were established by classical geodetic methods
 BR0915.and adjusted by the National Geodetic Survey in September 1997..
 BR0915
 BR0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0915
 BR0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0915
 BR0915.The geoid height was determined by GEOID03.
 BR0915
 BR0915;                    North         East     Units Scale Factor Converg.
 BR0915;SPC GA E     -   194,002.745   252,338.142   MT  0.99993377   +0 17 26.5
 BR0915;SPC GA E     -   636,490.67    827,879.39   sFT  0.99993377   +0 17 26.5
 BR0915;UTM  17      - 3,512,761.249   441,824.340   MT  0.99964174   -0 19 23.6
 BR0915
 BR0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0915!SPC GA E     -   1.00000173  x   0.99993377  =   0.99993550
 BR0915!UTM  17      -   1.00000173  x   0.99964174  =   0.99964347
 BR0915
 BR0915                          SUPERSEDED SURVEY CONTROL
 BR0915
 BR0915  NAD 83(1986)-  31 44 55.83467(N)    081 36 51.24490(W) AD(       ) 2
 BR0915  NGVD 29 (09/27/88)   19.5    (m)           64.     (f) VERT ANG       
 BR0915
 BR0915.Superseded values are not recommended for survey control.
 BR0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0915.See file dsdata.txt to determine how the superseded data were derived.
 BR0915
 BR0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR4182412761(NAD 83)
 BR0915_MARKER: DD = SURVEY DISK
 BR0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0915+STABILITY: SURFACE MOTION
 BR0915
 BR0915  HISTORY     - Date     Condition        Report By
 BR0915  HISTORY     - 1984     MONUMENTED       GADT
 BR0915
 BR0915                          STATION DESCRIPTION
 BR0915
 BR0915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0915'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) SOUTH FROM ALLENHURST,
 BR0915'3.2 KM (2 MI) SOUTHEAST FROM WALTHOURVILLE, AND 12.4 KM (7.7 MI)
 BR0915'EAST-NORTHEAST FROM LUDOWICI.
 BR0915'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0915'
 BR0915'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE JUNCTION OF
 BR0915'U.S. HIGHWAY 82 (STATE ROUTE 38) AND COUNTY ROAD 91888 (DUNLEVE
 BR0915'ROAD) IN ALLENHURST, PROCEED GOING SOUTH ALONG COUNTY ROAD 91888
 BR0915'FOR 3.2 KM (2 MI) TO THE JUNCTION OF STATE ROUTE 119 CROSSING.
 BR0915'CONTINUE GOING SOUTH ALONG COUNTY ROAD 91888 FOR 1.4 KM (0.85 MI)
 BR0915'TO THE STATION ON THE LEFT.
 BR0915'
 BR0915'THE STATION IS A STANDARD GADT DISK
 BR0915'STAMPED---091-206 1984 AZ MK---,
 BR0915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0915'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0915'IT IS LOCATED
 BR0915'4.26 METERS (14 FT) SOUTHEAST FROM THE CENTERLINE OF THE ROAD,
 BR0915'22.03 METERS (72.3 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0915'PEDESTAL ON THE NORTH SIDE OF THE ROAD,
 BR0915'8.99 METERS (29.5 FT) NORTH-NORTHWEST FROM A 20 INCH PINE TREE, AND
 BR0915'0.97 METER (3.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0915'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0915'STAMPED---091-206 1984 AZ MK---,
 BR0915'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0915'
 BR0915'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0915'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0916 ***********************************************************************
 BR0916  DESIGNATION -  BV 091 207
 BR0916  PID         -  BR0916
 BR0916  STATE/COUNTY-  GA/LONG
 BR0916  USGS QUAD   -  GLENNVILLE SW (1973)
 BR0916
 BR0916                         *CURRENT SURVEY CONTROL
 BR0916  ___________________________________________________________________
 BR0916* NAD 83(1994)-  31 49 37.86830(N)    081 53 49.66974(W)     ADJUSTED  
 BR0916* NAVD 88     -        24.09   (+/-2cm)      79.0    (feet)  VERTCON   
 BR0916  ___________________________________________________________________
 BR0916  X           -     764,543.114 (meters)                     COMP
 BR0916  Y           -  -5,370,031.919 (meters)                     COMP
 BR0916  Z           -   3,344,162.509 (meters)                     COMP
 BR0916  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 BR0916  ELLIP HEIGHT-          -5.41  (meters)          (09/03/97) GPS OBS
 BR0916  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 BR0916
 BR0916  HORZ ORDER  -  FIRST
 BR0916  VERT ORDER  -  THIRD (See Below)
 BR0916  ELLP ORDER  -  FOURTH    CLASS II
 BR0916
 BR0916.The horizontal coordinates were established by GPS observations
 BR0916.and adjusted by the National Geodetic Survey in September 1997..
 BR0916
 BR0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0916.The vertical order pertains to the NGVD 29 superseded value.
 BR0916
 BR0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0916
 BR0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0916
 BR0916.The ellipsoidal height was determined by GPS observations
 BR0916.and is referenced to NAD 83.
 BR0916
 BR0916.The geoid height was determined by GEOID03.
 BR0916
 BR0916;                    North         East     Units Scale Factor Converg.
 BR0916;SPC GA E     -   202,587.856   225,514.466   MT  0.99990803   +0 08 31.7
 BR0916;SPC GA E     -   664,656.99    739,875.38   sFT  0.99990803   +0 08 31.7
 BR0916;UTM  17      - 3,521,631.323   415,101.127   MT  0.99968889   -0 28 23.3
 BR0916
 BR0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0916!SPC GA E     -   1.00000085  x   0.99990803  =   0.99990888
 BR0916!UTM  17      -   1.00000085  x   0.99968889  =   0.99968974
 BR0916
 BR0916|---------------------------------------------------------------------|
 BR0916| PID    Reference Object                     Distance      Geod. Az  |
 BR0916|                                                           dddmmss.s |
 BR0916| BR0811 R 84                                 31.134 METERS 05417     |
 BR0916| BR0917 BV 091 207 AZ MK                    412.989 METERS 3073256.4 |
 BR0916| CS9221 BV 091 207 RM 1                      14.786 METERS 30821     |
 BR0916|---------------------------------------------------------------------|
 BR0916
 BR0916                          SUPERSEDED SURVEY CONTROL
 BR0916
 BR0916  NAD 83(1986)-  31 49 37.87289(N)    081 53 49.67337(W) AD(       ) 1
 BR0916  NGVD 29 (09/27/88)   24.35   (m)           79.9    (f) LEVELING    3  
 BR0916
 BR0916.Superseded values are not recommended for survey control.
 BR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0916.See file dsdata.txt to determine how the superseded data were derived.
 BR0916
 BR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1510121631(NAD 83)
 BR0916_MARKER: DD = SURVEY DISK
 BR0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0916+STABILITY: SURFACE MOTION
 BR0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0916+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1985
 BR0916
 BR0916  HISTORY     - Date     Condition        Report By
 BR0916  HISTORY     - 1984     MONUMENTED       GADT
 BR0916  HISTORY     - 19850925 GOOD
 BR0916
 BR0916                          STATION DESCRIPTION
 BR0916
 BR0916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0916'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) SOUTH-SOUTHEAST FROM
 BR0916'GLENNVILLE, 19.3 KM (12 MI) NORTHWEST FROM LUDOWICI, AND 21.9 KM
 BR0916'(13.6 MI) NORTHEAST FROM ODUM.
 BR0916'OWNERSHIP--STATE RIGHT OF WAY.
 BR0916'
 BR0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25,82,301,
 BR0916'(STATE ROUTES 23 AND 38) TO THE SOUTHWEST, U.S. HIGHWAYS 25, 301
 BR0916'(STATE ROUTE 23) TO THE NORTHWEST, U.S. HIGHWAY 82 (STATE ROUTE 38)
 BR0916'TO THE EAST-NORTHEAST, STATE ROUTE 99 TO THE SOUTHEAST, AND MITCHAM
 BR0916'ROAD (COUNTY ROADS 113 AND 91887) TO THE NORTH IN LUDOWICI,  GO
 BR0916'NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 3.15 KM
 BR0916'(1.95 MI) TO THE ELAM BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING
 BR0916'NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 4.5 KM
 BR0916'(2.8 MI) TO A BRIDGE OVER JONES CREEK.  CONTINUE GOING NORTHWEST
 BR0916'ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 6.75 KM
 BR0916'(4.2 MI) TO A BRIDGE OVER BACK SWAMP CREEK.  CONTINUE GOING
 BR0916'NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 3.2 KM
 BR0916'(2 MI) TO THE SITE OF A WOODS CUT ON THE RIGHT AND THE STATION ON
 BR0916'THE LEFT.
 BR0916'
 BR0916'THE STATION IS A STANDARD GADT DISK STAMPED---091-207 1984---, SET
 BR0916'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0916'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 16.92 METERS
 BR0916'(55.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 78.94 METERS
 BR0916'(259.00 FT) NORTHWEST FROM THE NORTH END OF A 24 INCH CONCRETE PIPE
 BR0916'CULVERT UNDER A DRIVEWAY TO THE WEST, 52.73 METERS (173 FT)
 BR0916'NORTHWEST FROM A POWER POLE, AND 0.91 METERS (3 FT) SOUTHEAST FROM
 BR0916'A METAL WITNESS POST.  THE UNDERGROUND STATION IS A STANDARD GADT
 BR0916'DISK STAMPED---091-207 1984---, SET IN AN IRREGULAR MASS OF
 BR0916'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0916'
 BR0916'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0916'STAMPED---091-207 1984 RM 1---,
 BR0916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0916'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0916'IT IS LOCATED
 BR0916'16.15 METERS (53 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0916'67.45 METERS (221.3 FT) NORTHWEST FROM THE POWER POLE, AND
 BR0916'0.91 METER (3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0916'
 BR0916'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0916'STAMPED---091-207 1984 AZ MK---,
 BR0916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0916'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0916'IT IS LOCATED
 BR0916'9.75 METERS (32 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0916'3.64 METERS (12 FT) SOUTHWEST FROM A 24 INCH PINE TREE,
 BR0916'13.1 METERS (43 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0916'PEDESTAL, AND
 BR0916'0.91 METER (3 FT) SOUTH FROM A METAL WITNESS POST.
 BR0916'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0916'STAMPED---091-207 1984 AZ MK---,
 BR0916'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0916'OF THE GROUND.
 BR0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG U.S.
 BR0916'HIGHWAY 301 FOR 0.4 KM (0.25 MI) TO A FRAMED HOUSE ON THE LEFT AND
 BR0916'THE AZIM,UTH MARK ON THE RIGHT.
 BR0916'
 BR0916'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0916'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0916'1977.  REVISED JUNCE 1977.  DESCRIBED BY T.B. KNIGHT.
 BR0916
 BR0916                          STATION RECOVERY (1985)
 BR0916
 BR0916'RECOVERED 1985
 BR0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0917 ***********************************************************************
 BR0917  DESIGNATION -  BV 091 207 AZ MK
 BR0917  PID         -  BR0917
 BR0917  STATE/COUNTY-  GA/LONG
 BR0917  USGS QUAD   -  GLENNVILLE SW (1973)
 BR0917
 BR0917                         *CURRENT SURVEY CONTROL
 BR0917  ___________________________________________________________________
 BR0917* NAD 83(1994)-  31 49 46.03967(N)    081 54 02.12123(W)     ADJUSTED  
 BR0917* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 BR0917  ___________________________________________________________________
 BR0917  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 BR0917  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 BR0917
 BR0917  HORZ ORDER  -  SECOND
 BR0917
 BR0917.The horizontal coordinates were established by classical geodetic methods
 BR0917.and adjusted by the National Geodetic Survey in September 1997..
 BR0917
 BR0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0917
 BR0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0917
 BR0917.The geoid height was determined by GEOID03.
 BR0917
 BR0917;                    North         East     Units Scale Factor Converg.
 BR0917;SPC GA E     -   202,838.711   225,186.442   MT  0.99990782   +0 08 25.2
 BR0917;SPC GA E     -   665,480.00    738,799.19   sFT  0.99990782   +0 08 25.2
 BR0917;UTM  17      - 3,521,885.631   414,775.886   MT  0.99968957   -0 28 30.0
 BR0917
 BR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0917!SPC GA E     -   1.00000073  x   0.99990782  =   0.99990855
 BR0917!UTM  17      -   1.00000073  x   0.99968957  =   0.99969030
 BR0917
 BR0917                          SUPERSEDED SURVEY CONTROL
 BR0917
 BR0917  NAD 83(1986)-  31 49 46.04456(N)    081 54 02.12458(W) AD(       ) 2
 BR0917  NGVD 29 (09/27/88)   25.2    (m)           83.     (f) VERT ANG       
 BR0917
 BR0917.Superseded values are not recommended for survey control.
 BR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0917.See file dsdata.txt to determine how the superseded data were derived.
 BR0917
 BR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1477621886(NAD 83)
 BR0917_MARKER: DD = SURVEY DISK
 BR0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0917+STABILITY: SURFACE MOTION
 BR0917
 BR0917  HISTORY     - Date     Condition        Report By
 BR0917  HISTORY     - 1984     MONUMENTED       GADT
 BR0917
 BR0917                          STATION DESCRIPTION
 BR0917
 BR0917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0917'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) SOUTH-SOUTHEAST FROM
 BR0917'GLENNVILLE, 19.3 KM (12 MI) NORTHWEST FROM LUDOWICI, AND 21.9 KM
 BR0917'(13.6 MI) NORTHEAST FROM ODUM.
 BR0917'OWNERSHIP--STATE RIGHT OF WAY.
 BR0917'
 BR0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 82, 301
 BR0917'(STATE ROUTES 23 AND 38) TO THE SOUTHWEST, U.S. HIGHWAYS 25, 301
 BR0917'(STATE ROUTE 23) TO THE NORTHWEST, STATE ROUTE 99 TO THE SOUTHEAST,
 BR0917'U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE EAST-NORTHEAST, AND MITCHAM
 BR0917'ROAD (COUNTY ROADS 113 AND 91887) TO THE NORTHEAST IN LUDOWICI, GO
 BR0917'NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTES 23)
 BR0917'FOR 3.15 KM (1.95 MI) TO THE ELAM BAPTIST CHURCH ON THE LEFT.
 BR0917'CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAY 25, 301 (STATE
 BR0917'ROUTES 23) FOR 4.5 KM (2.8 MI) TO A BRIDGE OVER JONES CREEK.
 BR0917'CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE
 BR0917'ROUTES 23) FOR 6.75 KM (4.2 MI) TO A BRIDGE OVER BACK SWAMP
 BR0917'CREEK.  CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAYS 25, 301
 BR0917'(STATE ROUTES 23) FOR 3.2 KM (2 MI) TO THE SITE OF A WOODS
 BR0917'CUT ON THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAYS 25, 301
 BR0917'(STATE ROUTE 23) FOR 0.4 KM (0.25 MI) TO A FRAMED HOUSE ON THE LEFT
 BR0917'AND THE AZIMUTH MARK ON THE RIGHT.
 BR0917'
 BR0917'THE STATION IS A STANDARD GADT DISK
 BR0917'STAMPED---091-207 1984 AZ MK---,
 BR0917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0917'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0917'IT IS LOCATED
 BR0917'9.75 METERS (32 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0917'3.64 METERS (12 FT) SOUTHWEST FROM A 24 INCH PINE TREE,
 BR0917'13.1 METERS (43 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0917'PEDESTAL, AND
 BR0917'0.91 METER (3 FT) SOUTH FROM A METAL WITNESS POST.
 BR0917'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0917'STAMPED---091-207 1984 AZ MK---,
 BR0917'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0917'
 BR0917'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0917'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0918 ***********************************************************************
 BR0918  DESIGNATION -  BV 091 208
 BR0918  PID         -  BR0918
 BR0918  STATE/COUNTY-  GA/LONG
 BR0918  USGS QUAD   -  GLENNVILLE SE (1973)
 BR0918
 BR0918                         *CURRENT SURVEY CONTROL
 BR0918  ___________________________________________________________________
 BR0918* NAD 83(1994)-  31 46 26.41290(N)    081 49 05.42936(W)     ADJUSTED  
 BR0918* NAVD 88     -        22.01   (+/-2cm)      72.2    (feet)  VERTCON   
 BR0918  ___________________________________________________________________
 BR0918  X           -     772,384.445 (meters)                     COMP
 BR0918  Y           -  -5,372,047.154 (meters)                     COMP
 BR0918  Z           -   3,339,149.488 (meters)                     COMP
 BR0918  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 BR0918  ELLIP HEIGHT-          -7.76  (meters)          (09/03/97) GPS OBS
 BR0918  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 BR0918
 BR0918  HORZ ORDER  -  FIRST
 BR0918  VERT ORDER  -  THIRD (See Below)
 BR0918  ELLP ORDER  -  FOURTH    CLASS II
 BR0918
 BR0918.The horizontal coordinates were established by GPS observations
 BR0918.and adjusted by the National Geodetic Survey in September 1997..
 BR0918
 BR0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0918.The vertical order pertains to the NGVD 29 superseded value.
 BR0918
 BR0918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0918
 BR0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0918
 BR0918.The ellipsoidal height was determined by GPS observations
 BR0918.and is referenced to NAD 83.
 BR0918
 BR0918.The geoid height was determined by GEOID03.
 BR0918
 BR0918;                    North         East     Units Scale Factor Converg.
 BR0918;SPC GA E     -   196,712.651   233,007.395   MT  0.99991343   +0 11 00.6
 BR0918;SPC GA E     -   645,381.42    764,458.43   sFT  0.99991343   +0 11 00.6
 BR0918;UTM  17      - 3,515,677.420   422,528.878   MT  0.99967402   -0 25 51.1
 BR0918
 BR0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0918!SPC GA E     -   1.00000122  x   0.99991343  =   0.99991465
 BR0918!UTM  17      -   1.00000122  x   0.99967402  =   0.99967524
 BR0918
 BR0918:                Primary Azimuth Mark                     Grid Az
 BR0918:SPC GA E     -  WRIGHTS AZ MK                            061 35 30.8
 BR0918:UTM  17      -  WRIGHTS AZ MK                            062 12 22.5
 BR0918
 BR0918|---------------------------------------------------------------------|
 BR0918| PID    Reference Object                     Distance      Geod. Az  |
 BR0918|                                                           dddmmss.s |
 BR0918| BR0875 WRIGHTS AZ MK                       APPROX.26.7 KM 0614631.4 |
 BR0918| CS9222 BV 091 208 RM 1                      19.420 METERS 06420     |
 BR0918| BR0814 N 84                                 77.844 METERS 23423     |
 BR0918|---------------------------------------------------------------------|
 BR0918
 BR0918                          SUPERSEDED SURVEY CONTROL
 BR0918
 BR0918  NAD 83(1986)-  31 46 26.41720(N)    081 49 05.43131(W) AD(       ) 1
 BR0918  NGVD 29 (09/27/88)   22.28   (m)           73.1    (f) LEVELING    3  
 BR0918
 BR0918.Superseded values are not recommended for survey control.
 BR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0918.See file dsdata.txt to determine how the superseded data were derived.
 BR0918
 BR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2252915677(NAD 83)
 BR0918_MARKER: DD = SURVEY DISK
 BR0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0918+STABILITY: SURFACE MOTION
 BR0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0918+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1985
 BR0918
 BR0918  HISTORY     - Date     Condition        Report By
 BR0918  HISTORY     - 1984     MONUMENTED       GADT
 BR0918  HISTORY     - 19850926 GOOD
 BR0918
 BR0918                          STATION DESCRIPTION
 BR0918
 BR0918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0918'THE STATION IS LOCATED ABOUT 10.15 KM (6.3 MI) NORTHWEST FROM
 BR0918'LUDOWICI, 17.7 KM (11 MI) WEST FROM WALTHOURVILLE, AND 19.9 KM
 BR0918'(12.35 MI) NORTH-NORTHEAST FROM JESUP.
 BR0918'OWNERSHIP--STATE RIGHT OF WAY.
 BR0918'
 BR0918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25,82,301,
 BR0918'(STATE ROUTES 23 AND 38) TO THE SOPUTHWEST, U.S. HIGHWAYS 25, 301
 BR0918'(STATE ROUTE 23) TO THE NORTHWEST, STATE ROUTE 99 TO THE SOUTHEAST,
 BR0918'U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE EAST-NORTHEAST, AND MITCHAM
 BR0918'ROAD (COUNTY ROADS 113 AND 91887) TO THE NORTH IN LUDOWICI, GO
 BR0918'NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 3.15 KM
 BR0918'(1.95 MI) TO
 BR0918'ELAM BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING NORTHWEST ALONG
 BR0918'U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 4.5 KM (2.8 MI) TO A
 BR0918'BRIDGE OVER JONES CREEK.  CONTINUE GOING NORTHWEST ALONG U.S.
 BR0918'HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 2.1 KM (1.3 MI) TO A FIRE
 BR0918'TOWER AND THE STATION ON THE RIGHT.
 BR0918'
 BR0918'THE STATION IS A STANDARD GADT DISK STAMPED---091-208 1984---, SET
 BR0918'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0918'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 15.71 METERS
 BR0918'(49.80 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 16.45
 BR0918'METERS (54.00 FT) NORTHEAST FROM THE POINT OF INTERSECTION OF THE
 BR0918'CENTERLINES OF A DIRT ROAD TO THE SOUTHWEST AND THE HIGHWAY, 25.61
 BR0918'METERS (84.00 FT) NORTH-NORTHWEST FROM A POWER POLE, AND 0.61 METER
 BR0918'(2 FT) SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND STATION IS
 BR0918'A STANDARD GADT DISK STAMPED---091-208 1984---, SET IN AN IRREGULAR
 BR0918'MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0918'
 BR0918'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0918'STAMPED---091-208 1984 RM 1---,
 BR0918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0918'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0918'IT IS LOCATED
 BR0918'16.7 METERS (51.5 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0918'30 METERS (98.5 FT) NORTH-NORTHEAST FROM THE POINT OF INTERSECTION
 BR0918'OF THE CENTERLINES OF THE HIGHWAY AND A DIRT ROAD TO THE SOUTHWEST,
 BR0918'AND 0.61 METER (2 FT ) SOUTH FROM A METAL WITNESS POST.
 BR0918'
 BR0918'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0918'STAMPED---091-208 1984 AZ MK---,
 BR0918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0918'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0918'IT IS LOCATED
 BR0918'13.8 METERS (45.2 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0918'26 METERS (85.3 FT) EAST FROM A POWER POLE,
 BR0918'2.14 METERS (7 FT) WEST-NORTHWEST FROM MILE POST NO 13, AND
 BR0918'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BR0918'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0918'STAMPED---091-208 1984 AZ MK---,
 BR0918'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0918'OF THE GROUND.
 BR0918'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG U.S.
 BR0918'HIGHWAY 301 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 BR0918'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 BR0918'DESCRIBED BY T.B. KNIGHT.
 BR0918'
 BR0918'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0918'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0918'1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
 BR0918
 BR0918                          STATION RECOVERY (1985)
 BR0918
 BR0918'RECOVERED 1985
 BR0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0919 ***********************************************************************
 BR0919  DESIGNATION -  BV 091 208 AZ MK
 BR0919  PID         -  BR0919
 BR0919  STATE/COUNTY-  GA/LONG
 BR0919  USGS QUAD   -  GLENNVILLE SE (1973)
 BR0919
 BR0919                         *CURRENT SURVEY CONTROL
 BR0919  ___________________________________________________________________
 BR0919* NAD 83(1994)-  31 46 48.55824(N)    081 49 19.46733(W)     ADJUSTED  
 BR0919* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 BR0919  ___________________________________________________________________
 BR0919  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 BR0919  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 BR0919
 BR0919  HORZ ORDER  -  SECOND
 BR0919
 BR0919.The horizontal coordinates were established by classical geodetic methods
 BR0919.and adjusted by the National Geodetic Survey in September 1997..
 BR0919.No horizontal observational check was made to the station.
 BR0919
 BR0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0919
 BR0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0919
 BR0919.The geoid height was determined by GEOID03.
 BR0919
 BR0919;                    North         East     Units Scale Factor Converg.
 BR0919;SPC GA E     -   197,393.507   232,635.898   MT  0.99991313   +0 10 53.3
 BR0919;SPC GA E     -   647,615.20    763,239.61   sFT  0.99991313   +0 10 53.3
 BR0919;UTM  17      - 3,516,362.056   422,164.790   MT  0.99967472   -0 25 58.7
 BR0919
 BR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0919!SPC GA E     -   1.00000108  x   0.99991313  =   0.99991421
 BR0919!UTM  17      -   1.00000108  x   0.99967472  =   0.99967580
 BR0919
 BR0919                          SUPERSEDED SURVEY CONTROL
 BR0919
 BR0919  NAD 83(1986)-  31 46 48.56288(N)    081 49 19.46855(W) AD(       ) 2
 BR0919  NGVD 29 (09/27/88)   23.1    (m)           76.     (f) VERT ANG       
 BR0919
 BR0919.Superseded values are not recommended for survey control.
 BR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0919.See file dsdata.txt to determine how the superseded data were derived.
 BR0919
 BR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2216516362(NAD 83)
 BR0919_MARKER: DD = SURVEY DISK
 BR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0919+STABILITY: SURFACE MOTION
 BR0919
 BR0919  HISTORY     - Date     Condition        Report By
 BR0919  HISTORY     - 1984     MONUMENTED       GADT
 BR0919
 BR0919                          STATION DESCRIPTION
 BR0919
 BR0919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0919'THE STATION IS LOCATED ABOUT 10.15 KM (6.3 MI) NORTHWEST FROM
 BR0919'LUDOWICI, 17.7 KM (11 MI) WEST FROM WALTHOURVILLE, AND 19.9 KM
 BR0919'(12.35 MI) NORTH-NORTHEAST FROM JESUP.
 BR0919'OWNERSHIP--STATE RIGHT OF WAY.
 BR0919'
 BR0919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 82, 301
 BR0919'(STATE ROUTES 23 AND 38) TO THE SOUTHWEST, STATE ROUTE 99 TO THE
 BR0919'SOUTHEAST, U.S. HIGHWAY 82 (STATE ROUTE 38) TO THE EAST-NORTHEAST,
 BR0919'U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) TO THE NORTHWEST, AND
 BR0919'MITCHAM ROAD (COUNTY ROADS 113 AND 91887) TO THE NORTH IN LUDOWICI,
 BR0919'GO NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 3.15
 BR0919'KM (1.95 MI) TO ELAM BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING
 BR0919'NORTHWEST ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 4.5 KM
 BR0919'(2.8 MI) TO A BRIDGE OVER JONES CREEK.  CONTINUE GOING NORTHWEST
 BR0919'ALONG U.S. HIGHWAYS 25, 301 (STATE ROUTE 23) FOR 2.1 KM (1.3 MI)
 BR0919'TO A FIRE TOWER.  CONTINUE GOING NORTH ALONG U.S. HIGHWAYS 25, 301
 BR0919'(STATE ROUTE 23) FOR 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 BR0919'
 BR0919'THE STATION IS A STANDARD GADT DISK
 BR0919'STAMPED---091-208 1984 AZ MK---,
 BR0919'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0919'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0919'IT IS LOCATED
 BR0919'13.8 METERS (45.2 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0919'26 METERS (85.3 FT) EAST FROM A POWER POLE,
 BR0919'2.14 METERS (7 FT) WEST-NORTHWEST FROM MILE POST NO 13, AND
 BR0919'0.91 METER (3 FT) NORTH FROM A METAL WITNESS POST.
 BR0919'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0919'STAMPED---091-208 1984 AZ MK---,
 BR0919'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0919'
 BR0919'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0919'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0920 ***********************************************************************
 BR0920  DESIGNATION -  BV 091 209
 BR0920  PID         -  BR0920
 BR0920  STATE/COUNTY-  GA/LONG
 BR0920  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0920
 BR0920                         *CURRENT SURVEY CONTROL
 BR0920  ___________________________________________________________________
 BR0920* NAD 83(1994)-  31 46 10.21715(N)    081 41 39.08321(W)     ADJUSTED  
 BR0920* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 BR0920  ___________________________________________________________________
 BR0920  X           -     784,045.555 (meters)                     COMP
 BR0920  Y           -  -5,370,624.167 (meters)                     COMP
 BR0920  Z           -   3,338,726.076 (meters)                     COMP
 BR0920  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 BR0920  ELLIP HEIGHT-          -6.47  (meters)          (09/03/97) GPS OBS
 BR0920  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 BR0920
 BR0920  HORZ ORDER  -  FIRST
 BR0920  ELLP ORDER  -  FOURTH    CLASS II
 BR0920
 BR0920.The horizontal coordinates were established by GPS observations
 BR0920.and adjusted by the National Geodetic Survey in September 1997..
 BR0920
 BR0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0920
 BR0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0920
 BR0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0920
 BR0920.The ellipsoidal height was determined by GPS observations
 BR0920.and is referenced to NAD 83.
 BR0920
 BR0920.The geoid height was determined by GEOID03.
 BR0920
 BR0920;                    North         East     Units Scale Factor Converg.
 BR0920;SPC GA E     -   196,258.154   244,752.904   MT  0.99992469   +0 14 55.6
 BR0920;SPC GA E     -   643,890.29    802,993.49   sFT  0.99992469   +0 14 55.6
 BR0920;UTM  17      - 3,515,097.167   434,265.840   MT  0.99965329   -0 21 55.8
 BR0920
 BR0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0920!SPC GA E     -   1.00000102  x   0.99992469  =   0.99992571
 BR0920!UTM  17      -   1.00000102  x   0.99965329  =   0.99965431
 BR0920
 BR0920:                Primary Azimuth Mark                     Grid Az
 BR0920:SPC GA E     -  BV 091 209 AZ MK                         024 33 37.7
 BR0920:UTM  17      -  BV 091 209 AZ MK                         025 10 29.1
 BR0920
 BR0920|---------------------------------------------------------------------|
 BR0920| PID    Reference Object                     Distance      Geod. Az  |
 BR0920|                                                           dddmmss.s |
 BR0920| BR0921 BV 091 209 AZ MK                    APPROX. 0.6 KM 0244833.3 |
 BR0920| CS9223 BV 091 209 RM 1                      19.763 METERS 21142     |
 BR0920|---------------------------------------------------------------------|
 BR0920
 BR0920                          SUPERSEDED SURVEY CONTROL
 BR0920
 BR0920  NAD 83(1986)-  31 46 10.22306(N)    081 41 39.08731(W) AD(       ) 1
 BR0920  NGVD 29 (09/27/88)   23.9    (m)           78.     (f) GPS OBS        
 BR0920
 BR0920.Superseded values are not recommended for survey control.
 BR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0920.See file dsdata.txt to determine how the superseded data were derived.
 BR0920
 BR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3426615097(NAD 83)
 BR0920_MARKER: DD = SURVEY DISK
 BR0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0920+STABILITY: SURFACE MOTION
 BR0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0920+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1985
 BR0920
 BR0920  HISTORY     - Date     Condition        Report By
 BR0920  HISTORY     - 1984     MONUMENTED       GADT
 BR0920  HISTORY     - 19850927 GOOD
 BR0920
 BR0920                          STATION DESCRIPTION
 BR0920
 BR0920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0920'THE STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) WEST FROM
 BR0920'WALTHOURVILLE, 8.3 KM (5.15 MI) WEST FROM ALLENHURST, AND 12.8 KM
 BR0920'(7.95 MI) SOUTHWEST FROM HINESVILLE.
 BR0920'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0920'
 BR0920'TO REACH THE STATION FROM THE POST OFFICE IN ALLENHURST, AT THE
 BR0920'CORNER WHERE DUNLEVE ROAD JOINS U.S. HIGHWAY 82, GO SOUTHWEST ALONG
 BR0920'U.S. HIGHWAY 82 FOR 2.3 KM (1.6 MI) TO THE JUNCTION OF STATE ROUTE
 BR0920'119 CROSSING.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 82 FOR
 BR0920'1 KM (0.6 MI) TO LONG COUNTY LINE.  CONTINUE GOING SOUTHWEST ALONG
 BR0920'U.S. HIGHWAY 82 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF DIRT COUNTY
 BR0920'ROAD 41 TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD
 BR0920'41 FOR 3.55 KM (2.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91887
 BR0920'CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 91887 FOR
 BR0920'0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 BR0920'
 BR0920'THE STATION IS A STANDARD GADT DISK STAMPED---091-209 1984---, SET
 BR0920'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0920'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 14.23 METERS
 BR0920'(46.7 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 26.18
 BR0920'METERS (85.9 FT) EAST-SOUTHEAST FROM A POWER POLE NUMBER 55, 1.22
 BR0920'METERS (4 FT) WEST-NORTHWEST FROM A METAL WITNESS POST, 18.17
 BR0920'METERS (59.6 FT) EAST-NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0920'PEDESTAL, AND 28.74 METERS (94.3 FT) EAST FROM A 24 INCH CONCRETE
 BR0920'PIPE.  THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0920'STAMPED---091-209 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BR0920'0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0920'
 BR0920'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0920'STAMPED---091-209 1984 RM 1---,
 BR0920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0920'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0920'IT IS LOCATED
 BR0920'13.72 METERS (45 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF COUNTY
 BR0920'ROAD 91887,
 BR0920'2.35 METERS (7.7 FT) WEST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0920'PEDESTAL,
 BR0920'1.46 METERS (4.8 FT) NORTHWEST FROM A METAL WITNESS POST, AND
 BR0920'9.48 METERS (31.1 FT) EAST FROM A 24 INCH CONCRETE PIPE.
 BR0920'
 BR0920'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0920'STAMPED---091-209 1984 AZ MK---,
 BR0920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0920'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0920'IT IS LOCATED
 BR0920'5.3 METERS (17.4 FT) NORTHWEST FROM THE CENTERLINE OF THE COUNTY
 BR0920'ROAD 91887,
 BR0920'12.04 METERS (39.5 FT) SOUTH FROM POWER POLE NO 59,
 BR0920'12.71 METERS (41.7 FT) EAST-SOUTHEAST FROM A GUY POLE, AND
 BR0920'0.98 METER (3.2 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0920'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0920'STAMPED---091-209 1984 AZ MK---,
 BR0920'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0920'OF THE GROUND.
 BR0920'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED GOING NORTHEAST
 BR0920'ALONG COUNTY ROAD 91887 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK
 BR0920'ON THE LEFT.
 BR0920'
 BR0920'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0920'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0920'1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0920
 BR0920                          STATION RECOVERY (1985)
 BR0920
 BR0920'RECOVERED 1985
 BR0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0921 ***********************************************************************
 BR0921  DESIGNATION -  BV 091 209 AZ MK
 BR0921  PID         -  BR0921
 BR0921  STATE/COUNTY-  GA/LONG
 BR0921  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0921
 BR0921                         *CURRENT SURVEY CONTROL
 BR0921  ___________________________________________________________________
 BR0921* NAD 83(1994)-  31 46 27.71132(N)    081 41 29.61674(W)     ADJUSTED  
 BR0921* NAVD 88     -        25.1    (meters)      82.     (feet)  VERTCON   
 BR0921  ___________________________________________________________________
 BR0921  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 BR0921  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 BR0921
 BR0921  HORZ ORDER  -  SECOND
 BR0921
 BR0921.The horizontal coordinates were established by classical geodetic methods
 BR0921.and adjusted by the National Geodetic Survey in September 1997..
 BR0921.No horizontal observational check was made to the station.
 BR0921
 BR0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0921
 BR0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0921
 BR0921.The geoid height was determined by GEOID03.
 BR0921
 BR0921;                    North         East     Units Scale Factor Converg.
 BR0921;SPC GA E     -   196,798.027   244,999.627   MT  0.99992497   +0 15 00.7
 BR0921;SPC GA E     -   645,661.53    803,802.94   sFT  0.99992497   +0 15 00.7
 BR0921;UTM  17      - 3,515,634.218   434,518.269   MT  0.99965288   -0 21 51.0
 BR0921
 BR0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0921!SPC GA E     -   1.00000078  x   0.99992497  =   0.99992575
 BR0921!UTM  17      -   1.00000078  x   0.99965288  =   0.99965366
 BR0921
 BR0921                          SUPERSEDED SURVEY CONTROL
 BR0921
 BR0921  NAD 83(1986)-  31 46 27.71699(N)    081 41 29.62028(W) AD(       ) 2
 BR0921  NGVD 29 (09/27/88)   25.4    (m)           83.     (f) VERT ANG       
 BR0921
 BR0921.Superseded values are not recommended for survey control.
 BR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0921.See file dsdata.txt to determine how the superseded data were derived.
 BR0921
 BR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3451815634(NAD 83)
 BR0921_MARKER: DD = SURVEY DISK
 BR0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0921+STABILITY: SURFACE MOTION
 BR0921
 BR0921  HISTORY     - Date     Condition        Report By
 BR0921  HISTORY     - 1984     MONUMENTED       GADT
 BR0921
 BR0921                          STATION DESCRIPTION
 BR0921
 BR0921'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0921'THE STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) WEST FROM
 BR0921'WALTHOURVILLE, 8.3 KM (5.15 MI) WEST FROM ALLENHURST, AND 12.8 KM
 BR0921'(7.95 MI) SOUTHWEST FROM HINESVILLE.
 BR0921'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0921'
 BR0921'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALLENHURST, AT THE
 BR0921'CORNER WHERE DUNLEVE ROAD JOINS U.S. HIGHWAY 82, GO SOUTHWEST ALONG
 BR0921'U.S. HIGHWAY 82 FOR 2.3 KM (1.6 MI) TO THE JUNCTION OF STATE ROUTE
 BR0921'119 CROSSING.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 82 FOR
 BR0921'1 KM (0.6 MI) TO THE LONG COUNTY LINE.  CONTINUE GOING SOUTHWEST
 BR0921'ALONG U.S. HIGHWAY 82 FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF DIRT
 BR0921'COUNTY ROAD 41 TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG
 BR0921'COUNTY ROAD 41 FOR 3.55 KM (2.2 MI) TO THE JUNCTION OF PAVED COUNTY
 BR0921'ROAD 91887 CROSSING.  TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD
 BR0921'91887 FOR 0.9 KM (0.55 MI) TO THE STATION ON THE LEFT.
 BR0921'
 BR0921'THE STATION IS A STANDARD GADT DISK
 BR0921'STAMPED---091-209 1984 AZ MK---,
 BR0921'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0921'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0921'IT IS LOCATED
 BR0921'5.3 METERS (17.4 FT) NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD
 BR0921'91887,
 BR0921'12.04 METERS (39.5 FT) SOUTH FROM POWER POLE NO 59,
 BR0921'12.71 METERS (41.7 FT) EAST-SOUTHEAST FROM A GUY POLE, AND
 BR0921'0.98 METER (3.2 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0921'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0921'STAMPED---091-209 1984 AZ MK---,
 BR0921'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0921'
 BR0921'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0921'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0922 ***********************************************************************
 BR0922  DESIGNATION -  BV 091 210
 BR0922  PID         -  BR0922
 BR0922  STATE/COUNTY-  GA/LONG
 BR0922  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0922
 BR0922                         *CURRENT SURVEY CONTROL
 BR0922  ___________________________________________________________________
 BR0922* NAD 83(1994)-  31 48 31.47829(N)    081 41 24.43028(W)     ADJUSTED  
 BR0922* NAVD 88     -        27.0    (meters)      89.     (feet)  VERTCON   
 BR0922  ___________________________________________________________________
 BR0922  X           -     784,096.224 (meters)                     COMP
 BR0922  Y           -  -5,368,303.267 (meters)                     COMP
 BR0922  Z           -   3,342,426.122 (meters)                     COMP
 BR0922  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 BR0922  ELLIP HEIGHT-          -3.13  (meters)          (09/03/97) GPS OBS
 BR0922  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 BR0922
 BR0922  HORZ ORDER  -  FIRST
 BR0922  ELLP ORDER  -  FOURTH    CLASS II
 BR0922
 BR0922.The horizontal coordinates were established by GPS observations
 BR0922.and adjusted by the National Geodetic Survey in September 1997..
 BR0922
 BR0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0922
 BR0922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0922
 BR0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0922
 BR0922.The ellipsoidal height was determined by GPS observations
 BR0922.and is referenced to NAD 83.
 BR0922
 BR0922.The geoid height was determined by GEOID03.
 BR0922
 BR0922;                    North         East     Units Scale Factor Converg.
 BR0922;SPC GA E     -   200,610.434   245,119.380   MT  0.99992510   +0 15 04.3
 BR0922;SPC GA E     -   658,169.40    804,195.83   sFT  0.99992510   +0 15 04.3
 BR0922;UTM  17      - 3,519,444.082   434,678.868   MT  0.99965262   -0 21 49.6
 BR0922
 BR0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0922!SPC GA E     -   1.00000049  x   0.99992510  =   0.99992559
 BR0922!UTM  17      -   1.00000049  x   0.99965262  =   0.99965311
 BR0922
 BR0922:                Primary Azimuth Mark                     Grid Az
 BR0922:SPC GA E     -  BV 091 210 AZ MK                         071 20 29.7
 BR0922:UTM  17      -  BV 091 210 AZ MK                         071 57 23.6
 BR0922
 BR0922|---------------------------------------------------------------------|
 BR0922| PID    Reference Object                     Distance      Geod. Az  |
 BR0922|                                                           dddmmss.s |
 BR0922| BR0923 BV 091 210 AZ MK                    APPROX. 0.5 KM 0713534.0 |
 BR0922| CS9224 BV 091 210 RM 1                      24.347 METERS 34321     |
 BR0922|---------------------------------------------------------------------|
 BR0922
 BR0922                          SUPERSEDED SURVEY CONTROL
 BR0922
 BR0922  NAD 83(1986)-  31 48 31.48428(N)    081 41 24.43459(W) AD(       ) 1
 BR0922  NGVD 29 (09/27/88)   27.3    (m)           90.     (f) GPS OBS        
 BR0922
 BR0922.Superseded values are not recommended for survey control.
 BR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0922.See file dsdata.txt to determine how the superseded data were derived.
 BR0922
 BR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3467919444(NAD 83)
 BR0922_MARKER: DD = SURVEY DISK
 BR0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0922+STABILITY: SURFACE MOTION
 BR0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0922+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1985
 BR0922
 BR0922  HISTORY     - Date     Condition        Report By
 BR0922  HISTORY     - 1984     MONUMENTED       GADT
 BR0922  HISTORY     - 19850813 GOOD
 BR0922
 BR0922                          STATION DESCRIPTION
 BR0922
 BR0922'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0922'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTHWEST FROM
 BR0922'WALTHOURVILLE, 8.55 KM (5.3 MI) WEST-NORTHWEST FROM ALLENHURST, AND
 BR0922'10.15 KM (6.3
 BR0922'MI) WEST-SOUTHWEST FROM HINESVILLE.
 BR0922'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0922'
 BR0922'TO REACH THE STATION  FROM THE U.S. POST OFFICE IN ALLENHURST AT THE
 BR0922'JUNCTION OF U.S. HIGHWAY 82 AND DUNLEVE ROAD, GO SOUTHWEST ALONG
 BR0922'U.S. HIGHWAY 82 FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF STATE ROUTE
 BR0922'119 CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTE 119 FOR
 BR0922'5.15 KM (3.2 MI) TO THE JUNCTION OF STATE ROUTE 196 TO THE LEFT.
 BR0922'TURN LEFT GOING SOUTHWEST ALONG STATE ROUTE 196 FOR 1.75 KM (1.1 MI)
 BR0922'TO THE JUNCTION OF COUNTY ROAD 119 FORKING TO THE LEFT.  TURN
 BR0922'LEFT GOING WEST ALONG COUNTY ROAD 119 FOR 1.3 KM (0.8 MI) TO A POND
 BR0922'ON THE RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 119 FOR 0.3 KM
 BR0922'(0.2 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING WEST
 BR0922'ALONG COUNTY ROAD 119 FOR 0.5 KM (0.3 MI) TO A POND ON THE LEFT AND
 BR0922'ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 29 (COUNTY ROAD 111
 BR0922'AND COUNTY LINE ROAD) TO THE RIGHT AND THE STATION ON THE NORTH
 BR0922'BANK OF THE POND.
 BR0922'
 BR0922'THE STATION IS A STANDARD GADT DISK STAMPED---091-210 1984---, SET
 BR0922'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0922'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 12.13 METERS
 BR0922'(39.8 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 26.3
 BR0922'METERS (86.3 FT) EAST FROM A POWER POLE, 77.91 METERS (255.6 FT)
 BR0922'WEST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 1.83 METERS
 BR0922'(6 FT) WEST FROM A METAL WITNESS POST.  THE UNDERGROUND STATION IS
 BR0922'A STANDARD GADT DISK STAMPED---091-210 1984---, SET IN A IRREGULAR
 BR0922'MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0922'
 BR0922'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0922'STAMPED---091-210 1984 RM 1---,
 BR0922'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0922'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0922'IT IS LOCATED 12.28 METERS (40.3 FT) NORTH-NORTHWEST FROM THE
 BR0922'CENTERLINE OF THE ROAD,
 BR0922'34.87 METERS (114.4 FT) NORTH FROM A POWER POLE, AND
 BR0922'1.8 METERS (5.9 FT) WEST FROM A METAL WITNESS POST.
 BR0922'
 BR0922'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0922'STAMPED ---091-210 1984 AZ MK---, SET INTO THE TOP OF A ROUND
 BR0922'CONCRETE MONUMENT 30.5 CM IN DIAMETER AND FLUSH WITH THE SURFACE OF
 BR0922'THE GROUND.  IT IS LOCATED
 BR0922'6.49 METERS (21.3 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0922'5.43 METERS (17.8 FT) EAST-SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0922'CABLE PEDESTAL, 22.16 METERS (72.7 FT) WEST-NORTHWEST FROM THE
 BR0922'SOUTH END OF A 30 IN AND WESTERNMOST CONCRETE PIPE UNDER THE ROAD,
 BR0922'AND 1.13 METERS (3.7 FT) EAST FROM A METAL WITNESS POST.
 BR0922'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0922'STAMPED---091-210 1984 AZ MK---, SET IN AN IRREGULAR MASS OF
 BR0922'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GOUND.
 BR0922'
 BR0922'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0922'NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP LONG COUNTY, GEORGIA 1977.
 BR0922'REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0922
 BR0922                          STATION RECOVERY (1985)
 BR0922
 BR0922'RECOVERED 1985
 BR0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0923 ***********************************************************************
 BR0923  DESIGNATION -  BV 091 210 AZ MK
 BR0923  PID         -  BR0923
 BR0923  STATE/COUNTY-  GA/LONG
 BR0923  USGS QUAD   -  WALTHOURVILLE (1973)
 BR0923
 BR0923                         *CURRENT SURVEY CONTROL
 BR0923  ___________________________________________________________________
 BR0923* NAD 83(1994)-  31 48 36.88922(N)    081 41 05.38876(W)     ADJUSTED  
 BR0923* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 BR0923  ___________________________________________________________________
 BR0923  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 BR0923  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 BR0923
 BR0923  HORZ ORDER  -  SECOND
 BR0923
 BR0923.The horizontal coordinates were established by classical geodetic methods
 BR0923.and adjusted by the National Geodetic Survey in September 1997..
 BR0923.No horizontal observational check was made to the station.
 BR0923
 BR0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0923
 BR0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0923
 BR0923.The geoid height was determined by GEOID03.
 BR0923
 BR0923;                    North         East     Units Scale Factor Converg.
 BR0923;SPC GA E     -   200,779.289   245,619.437   MT  0.99992566   +0 15 14.3
 BR0923;SPC GA E     -   658,723.38    805,836.44   sFT  0.99992566   +0 15 14.3
 BR0923;UTM  17      - 3,519,607.516   435,180.572   MT  0.99965182   -0 21 39.6
 BR0923
 BR0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0923!SPC GA E     -   1.00000064  x   0.99992566  =   0.99992630
 BR0923!UTM  17      -   1.00000064  x   0.99965182  =   0.99965246
 BR0923
 BR0923                          SUPERSEDED SURVEY CONTROL
 BR0923
 BR0923  NAD 83(1986)-  31 48 36.89474(N)    081 41 05.39289(W) AD(       ) 2
 BR0923  NGVD 29 (09/27/88)   26.3    (m)           86.     (f) VERT ANG       
 BR0923
 BR0923.Superseded values are not recommended for survey control.
 BR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0923.See file dsdata.txt to determine how the superseded data were derived.
 BR0923
 BR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR3518119608(NAD 83)
 BR0923_MARKER: DD = SURVEY DISK
 BR0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0923+STABILITY: SURFACE MOTION
 BR0923
 BR0923  HISTORY     - Date     Condition        Report By
 BR0923  HISTORY     - 1984     MONUMENTED       GADT
 BR0923
 BR0923                          STATION DESCRIPTION
 BR0923
 BR0923'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0923'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTHWEST FROM
 BR0923'WALTHOURVILLE, 8.55 KM (5.3 MI) WEST-NORTHWEST FROM ALLENHURST, AND
 BR0923'10.15 KM (6.3 MI) WEST-SOUTHWEST FROM HINESVILLE.
 BR0923'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0923'
 BR0923'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ALLENHURST AT THE
 BR0923'CORNER WHERE DUNLEVE ROAD JOINS U.S. HIGHWAY 82, GO SOUTHWEST ALONG
 BR0923'U.S. HIGHWAY 82 FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF STATE ROUTE
 BR0923'119 CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTE 119 FOR 0.15
 BR0923'KM (3.2 MI) TO THE JUNCTION OF STATE ROUTE 196 TO THE LEFT.  TURN
 BR0923'LEFT GOING SOUTHWEST ALONG STATE ROUTE 196 FOR 1.75 KM (1.1 MI) TO
 BR0923'THE JUNCTION OF COUNTY ROAD 119 FORKING TO THE LEFT.  TURN LEFT
 BR0923'GOING WEST ALONG COUNTY ROAD 119 FOR 1.3 KM (0.8 MI) TO A POND ON
 BR0923'THE RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 119 FOR 0.3 KM
 BR0923'(0.2 MI) TO THE STATION ON THE LEFT.
 BR0923'
 BR0923'THE STATION IS A STANDARD GADT DISK
 BR0923'STAMPED---091-210 1984 AZ MK---,
 BR0923'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0923'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0923'IT IS LOCATED
 BR0923'6.49 METERS (21.3 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0923'5.43 METERS (17.8 FT) EAST-SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0923'CABLE PEDESTAL,
 BR0923'22.16 METERS (72.7 FT) WEST-NORTHWEST FROM THE SOUTH END OF A 30
 BR0923'INCH AND WESTERN MOST CONCRETE PIPE UNDER THE ROAD,
 BR0923'17.7 METERS (58.3 FT) WEST FROM THE NORTH END OF THE 30 INCH
 BR0923'CONCRETE PIPE UNDER THE ROAD, AND
 BR0923'1.13 METERS (3.7 FT) EAST FROM A METAL WITNESS POST.
 BR0923'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0923'STAMPED---091-210 1984 AZ MK---,
 BR0923'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0923'
 BR0923'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0923'GEORGIA 1977.  REVISED JUNE 1977.
 BR0923'DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0924 ***********************************************************************
 BR0924  DESIGNATION -  BV 091 211
 BR0924  PID         -  BR0924
 BR0924  STATE/COUNTY-  GA/LONG
 BR0924  USGS QUAD   -  GLENNVILLE SE (1973)
 BR0924
 BR0924                         *CURRENT SURVEY CONTROL
 BR0924  ___________________________________________________________________
 BR0924* NAD 83(1994)-  31 50 44.33107(N)    081 49 18.04000(W)     ADJUSTED  
 BR0924* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 BR0924  ___________________________________________________________________
 BR0924  X           -     771,461.771 (meters)                     COMP
 BR0924  Y           -  -5,367,959.575 (meters)                     COMP
 BR0924  Z           -   3,345,906.682 (meters)                     COMP
 BR0924  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 BR0924  ELLIP HEIGHT-           4.11  (meters)          (09/03/97) GPS OBS
 BR0924  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 BR0924
 BR0924  HORZ ORDER  -  FIRST
 BR0924  ELLP ORDER  -  FOURTH    CLASS II
 BR0924
 BR0924.The horizontal coordinates were established by GPS observations
 BR0924.and adjusted by the National Geodetic Survey in September 1997..
 BR0924
 BR0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0924
 BR0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0924
 BR0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0924
 BR0924.The ellipsoidal height was determined by GPS observations
 BR0924.and is referenced to NAD 83.
 BR0924
 BR0924.The geoid height was determined by GEOID03.
 BR0924
 BR0924;                    North         East     Units Scale Factor Converg.
 BR0924;SPC GA E     -   204,654.993   232,650.400   MT  0.99991314   +0 10 55.3
 BR0924;SPC GA E     -   671,438.92    763,287.19   sFT  0.99991314   +0 10 55.3
 BR0924;UTM  17      - 3,523,621.237   422,257.215   MT  0.99967454   -0 26 00.8
 BR0924
 BR0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0924!SPC GA E     -   0.99999935  x   0.99991314  =   0.99991249
 BR0924!UTM  17      -   0.99999935  x   0.99967454  =   0.99967389
 BR0924
 BR0924:                Primary Azimuth Mark                     Grid Az
 BR0924:SPC GA E     -  BV 091 211 AZ MK                         015 38 13.5
 BR0924:UTM  17      -  BV 091 211 AZ MK                         016 15 09.6
 BR0924
 BR0924|---------------------------------------------------------------------|
 BR0924| PID    Reference Object                     Distance      Geod. Az  |
 BR0924|                                                           dddmmss.s |
 BR0924| BR0925 BV 091 211 AZ MK                    APPROX. 1.0 KM 0154908.8 |
 BR0924| CS9225 BV 091 211 RM 1                      18.090 METERS 10555     |
 BR0924|---------------------------------------------------------------------|
 BR0924
 BR0924                          SUPERSEDED SURVEY CONTROL
 BR0924
 BR0924  NAD 83(1986)-  31 50 44.33562(N)    081 49 18.04376(W) AD(       ) 1
 BR0924  NGVD 29 (09/27/88)   34.1    (m)          112.     (f) GPS OBS        
 BR0924
 BR0924.Superseded values are not recommended for survey control.
 BR0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0924.See file dsdata.txt to determine how the superseded data were derived.
 BR0924
 BR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2225723621(NAD 83)
 BR0924_MARKER: DD = SURVEY DISK
 BR0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0924+STABILITY: SURFACE MOTION
 BR0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0924+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1985
 BR0924
 BR0924  HISTORY     - Date     Condition        Report By
 BR0924  HISTORY     - 1984     MONUMENTED       GADT
 BR0924  HISTORY     - 19850912 GOOD
 BR0924
 BR0924                          STATION DESCRIPTION
 BR0924
 BR0924'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0924'THE STATION IS LOCATED ABOUT 14.1 KM (8.75 MI) SOUTHEAST FROM
 BR0924'GLENNVILLE, 16.8 KM (10.45 MI) NORTH-NORTHWEST FROM LUDOWICI, AND
 BR0924'21.55 KM (13.4 MI) WEST FROM HINESVILLE.
 BR0924'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0924'
 BR0924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND 301
 BR0924'WITH STATE ROUTES 23 AND 144 IN GLENNVILLE, GO SOUTH ALONG U.S.
 BR0924'HIGHWAYS 301, 25, AND STATE ROUTE 23 FOR 2.9 KM (1.8 MI) TO THE
 BR0924'JUNCTION OF STATE ROUTE 196 TO THE LEFT.  TURN LEFT AND CONTINUE
 BR0924'GOING SOUTHEAST ALONG STATE ROUTE 196 FOR 8.35 KM (5.2 MI) TO THE
 BR0924'LITTLE ROCK CHURCH ON
 BR0924'THE RIGHT.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 196 FOR 3.7
 BR0924'KM (2.3 MI) TO THE JUNCTION OF A PAVED COUNTY ROAD 111 TO THE
 BR0924'RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 111 FOR 3.4 KM
 BR0924'(2.1 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH
 BR0924'ALONG COUNTY ROAD 111 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A
 BR0924'PAVED COUNTY ROAD 53 REVERSE FORKING TO THE LEFT AND THE STATION ON
 BR0924'THE RIGHT.
 BR0924'
 BR0924'THE STATION IS A STANDARD GADT DISK STAMPED---091-211 1984---, SET
 BR0924'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0924'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 7.35 METERS
 BR0924'(24.1 FT) WEST FROM THE CENTERLINE OF THE ROAD, 22.22 METERS (72.9
 BR0924'FT) WEST-SOUTHWEST FROM THE SOUTH END OF A 30 INCH CONCRETE PIPE
 BR0924'UNDER PAVED COUNTY ROAD 53,
 BR0924'65.11 METERS (213.6 FT) SOUTHWEST FROM A POWER POLE, AND 1.04
 BR0924'METERS (3.4 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.  THE
 BR0924'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---091-211
 BR0924'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0924'SURFACE OF THE GROUND.
 BR0924'
 BR0924'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0924'STAMPED---091-211 1984 RM 1---,
 BR0924'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0924'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0924'IT IS LOCATED
 BR0924'10.88 METERS (35.7 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 BR0924'PAVED COUNTY ROAD 111,
 BR0924'13.17 METERS (43.2 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A 30
 BR0924'INCH CONCRETE PIPE UNDER PAVED COUNTY ROAD 53 TO THE EAST,
 BR0924'20.82 METERS (68.3 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 BR0924'PAVED COUNTY ROAD 53, AND
 BR0924'1.07 METERS (3.5 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 BR0924'
 BR0924'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0924'STAMPED---091-211 1984 AZ MK---,
 BR0924'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0924'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0924'IT IS LOCATED
 BR0924'4.69 METERS (15.4 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 111,
 BR0924'6.89 METERS (22.6 FT) NORTHWEST FROM THE NORTH END OF A 30 INCH
 BR0924'CONCRETE PIPE UNDER A WOODS ROAD TO THE EAST,
 BR0924'19.51 METERS (64 FT) SOUTH-SOUTHWEST FROM A POWER POLE, AND
 BR0924'0.76 METER (2.5 FT) SOUTH FROM A METAL WITNESS POST.
 BR0924'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0924'STAMPED---091-211 1984 AZ MK---,
 BR0924'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0924'OF THE GROUND.
 BR0924'HEIGHT OF LIGHT ABOVE THE STATION 1.50 METERS.
 BR0924'DESCRIBED BY P.R. MILTON.
 BR0924'
 BR0924'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0924'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0924'1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0924
 BR0924                          STATION RECOVERY (1985)
 BR0924
 BR0924'RECOVERED 1985
 BR0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0925 ***********************************************************************
 BR0925  DESIGNATION -  BV 091 211 AZ MK
 BR0925  PID         -  BR0925
 BR0925  STATE/COUNTY-  GA/LONG
 BR0925  USGS QUAD   -  GLENNVILLE SE (1973)
 BR0925
 BR0925                         *CURRENT SURVEY CONTROL
 BR0925  ___________________________________________________________________
 BR0925* NAD 83(1994)-  31 51 14.66235(N)    081 49 07.97136(W)     ADJUSTED  
 BR0925* NAVD 88     -        34.0    (meters)     112.     (feet)  VERTCON   
 BR0925  ___________________________________________________________________
 BR0925  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 BR0925  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 BR0925
 BR0925  HORZ ORDER  -  SECOND
 BR0925
 BR0925.The horizontal coordinates were established by classical geodetic methods
 BR0925.and adjusted by the National Geodetic Survey in September 1997..
 BR0925.No horizontal observational check was made to the station.
 BR0925
 BR0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0925
 BR0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0925
 BR0925.The geoid height was determined by GEOID03.
 BR0925
 BR0925;                    North         East     Units Scale Factor Converg.
 BR0925;SPC GA E     -   205,589.991   232,912.108   MT  0.99991335   +0 11 00.8
 BR0925;SPC GA E     -   674,506.50    764,145.81   sFT  0.99991335   +0 11 00.8
 BR0925;UTM  17      - 3,524,553.145   422,528.889   MT  0.99967402   -0 25 55.9
 BR0925
 BR0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0925!SPC GA E     -   0.99999934  x   0.99991335  =   0.99991269
 BR0925!UTM  17      -   0.99999934  x   0.99967402  =   0.99967336
 BR0925
 BR0925                          SUPERSEDED SURVEY CONTROL
 BR0925
 BR0925  NAD 83(1986)-  31 51 14.66665(N)    081 49 07.97413(W) AD(       ) 2
 BR0925  NGVD 29 (09/27/88)   34.2    (m)          112.     (f) VERT ANG       
 BR0925
 BR0925.Superseded values are not recommended for survey control.
 BR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0925.See file dsdata.txt to determine how the superseded data were derived.
 BR0925
 BR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2252924553(NAD 83)
 BR0925_MARKER: DD = SURVEY DISK
 BR0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0925+STABILITY: SURFACE MOTION
 BR0925
 BR0925  HISTORY     - Date     Condition        Report By
 BR0925  HISTORY     - 1984     MONUMENTED       GADT
 BR0925
 BR0925                          STATION DESCRIPTION
 BR0925
 BR0925'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0925'THE STATION IS LOCATED ABOUT 14.1 KM (8.75 MI) SOUTHEAST FROM
 BR0925'GLENNVILLE, 16.8 KM (10.45 MI) NORTH-NORTHWEST FROM LUDOWICI, AND
 BR0925'21.55 KM (13.4 MI) WEST FROM HINESVILLE.
 BR0925'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0925'
 BR0925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND 301
 BR0925'WITH STATE ROUTES 23 AND 144 IN GLENNVILLE, GO SOUTH ALONG U.S.
 BR0925'HIGHWAYS 301, 25 AND STATE ROUTE 23 FOR 2.9 KM (1.8 MI) TO THE
 BR0925'JUNCTION OF STATE ROUTE 196 TO THE LEFT.  TURN LEFT GOING SOUTHEAST
 BR0925'ALONG STATE ROUTE 196 FOR 8.35 KM (5.2 MI) TO THE LITTLE ROCK
 BR0925'CHURCH ON THE RIGHT.  CONTINUE GOING EASTERLY ALONG STATE ROUTE 196
 BR0925'FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 11 TO THE
 BR0925'RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 111 FOR 3.4 KM
 BR0925'(2.1 MI) TO THE STATION ON THE LEFT.
 BR0925'
 BR0925'THE STATION IS A STANDARD GADT DISK
 BR0925'STAMPED---091-211 1984 AZ MK---,
 BR0925'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0925'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0925'IT IS LOCATED
 BR0925'4.69 METERS (15.4 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 111,
 BR0925'6.89 METERS (22.6 FT) NORTHWEST FROM THE NORTH END OF A 30 INCH
 BR0925'CONCRETE PIPE UNDER A WOODS ROAD TO THE EAST,
 BR0925'19.51 METERS (64 FT) SOUTH-SOUTHWEST FROM A POWER POLE, AND
 BR0925'0.76 METER (2.5 FT) SOUTH FROM A METAL WITNESS POST.
 BR0925'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0925'STAMPED---091-211 1984 AZ MK---,
 BR0925'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0925'
 BR0925'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0925'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0926 ***********************************************************************
 BR0926  DESIGNATION -  BV 091 212
 BR0926  PID         -  BR0926
 BR0926  STATE/COUNTY-  GA/LONG
 BR0926  USGS QUAD   -  GLENNVILLE NE (1973)
 BR0926
 BR0926                         *CURRENT SURVEY CONTROL
 BR0926  ___________________________________________________________________
 BR0926* NAD 83(1994)-  31 52 46.29820(N)    081 49 09.76268(W)     ADJUSTED  
 BR0926* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 BR0926  ___________________________________________________________________
 BR0926  X           -     771,394.499 (meters)                     COMP
 BR0926  Y           -  -5,365,962.206 (meters)                     COMP
 BR0926  Z           -   3,349,095.167 (meters)                     COMP
 BR0926  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 BR0926  ELLIP HEIGHT-          -0.01  (meters)          (09/03/97) GPS OBS
 BR0926  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 BR0926
 BR0926  HORZ ORDER  -  FIRST
 BR0926  ELLP ORDER  -  FOURTH    CLASS II
 BR0926
 BR0926.The horizontal coordinates were established by GPS observations
 BR0926.and adjusted by the National Geodetic Survey in September 1997..
 BR0926
 BR0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0926
 BR0926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0926
 BR0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0926
 BR0926.The ellipsoidal height was determined by GPS observations
 BR0926.and is referenced to NAD 83.
 BR0926
 BR0926.The geoid height was determined by GEOID03.
 BR0926
 BR0926;                    North         East     Units Scale Factor Converg.
 BR0926;SPC GA E     -   208,412.079   232,855.988   MT  0.99991331   +0 11 00.3
 BR0926;SPC GA E     -   683,765.30    763,961.69   sFT  0.99991331   +0 11 00.3
 BR0926;UTM  17      - 3,527,374.999   422,503.117   MT  0.99967407   -0 25 58.0
 BR0926
 BR0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0926!SPC GA E     -   1.00000000  x   0.99991331  =   0.99991331
 BR0926!UTM  17      -   1.00000000  x   0.99967407  =   0.99967407
 BR0926
 BR0926:                Primary Azimuth Mark                     Grid Az
 BR0926:SPC GA E     -  BV 091 212 AZ MK                         116 19 50.0
 BR0926:UTM  17      -  BV 091 212 AZ MK                         116 56 48.3
 BR0926
 BR0926|---------------------------------------------------------------------|
 BR0926| PID    Reference Object                     Distance      Geod. Az  |
 BR0926|                                                           dddmmss.s |
 BR0926| BR0927 BV 091 212 AZ MK                    APPROX. 0.7 KM 1163050.3 |
 BR0926| CS9226 BV 091 212 RM 1                      22.103 METERS 21551     |
 BR0926|---------------------------------------------------------------------|
 BR0926
 BR0926                          SUPERSEDED SURVEY CONTROL
 BR0926
 BR0926  NAD 83(1986)-  31 52 46.30297(N)    081 49 09.76687(W) AD(       ) 1
 BR0926  NGVD 29 (09/27/88)   30.1    (m)           99.     (f) GPS OBS        
 BR0926
 BR0926.Superseded values are not recommended for survey control.
 BR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0926.See file dsdata.txt to determine how the superseded data were derived.
 BR0926
 BR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2250327375(NAD 83)
 BR0926_MARKER: DD = SURVEY DISK
 BR0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0926+STABILITY: SURFACE MOTION
 BR0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0926+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1985
 BR0926
 BR0926  HISTORY     - Date     Condition        Report By
 BR0926  HISTORY     - 1984     MONUMENTED       GADT
 BR0926  HISTORY     - 19850823 GOOD
 BR0926
 BR0926                          STATION DESCRIPTION
 BR0926
 BR0926'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0926'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) EAST-SOUTHEAST FROM
 BR0926'GLENNVILLE, 20.05 KM (12.45 MI) NORTH-NORTHWEST FROM LUDOWICI, AND
 BR0926'31.3 KM (19.45 MI) NORTHEAST FROM ODUM.
 BR0926'OWNERSHIP--STATE RIGHT OF WAY.
 BR0926'
 BR0926'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BR0926'WITH STATE ROUTES 23 AND 144 IN GLENNVILLE, GO SOUTH ALONG U.S.
 BR0926'HIGHWAYS 25, 301, AND STATE ROUTE 23 FOR 2.9 KM (1.8 MI) TO THE
 BR0926'JUNCTION OF STATE ROUTE 196 TO THE LEFT.  TURN LEFT GOING SOUTHEAST
 BR0926'ALONG STATE ROUTE 196 FOR 4.2 KM (2.6 MI) TO A BRIDGE OVER BEARDS
 BR0926'CREEK ALSO THE TATTNALL-LONG COUNTY LINE.  CONTINUE GOING SOUTHEAST
 BR0926'ALONG STATE ROUTE 196 FOR 4.2 KM (2.6 MI) TO LITTLE ROCK BAPTIST
 BR0926'CHURCH ON THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE
 BR0926'196 FOR 4.85 KM (3 MI) TO THE STATION ON THE LEFT.
 BR0926'
 BR0926'THE STATION IS A STANDARD GADT DISK STAMPED---091-212 1984---, SET
 BR0926'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0926'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 11.55 METERS
 BR0926'(37.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 3.69
 BR0926'METERS (12.1 FT) WEST FROM A POWER POLE, 4.79 METERS (15.7 FT)
 BR0926'NORTHWEST FROM A 24 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE
 BR0926'NORTH, AND 0.88 METER (2.9 FT) SOUTH FROM A METAL WITNESS POST.
 BR0926'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---091-212
 BR0926'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0926'SURFACE OF THE GROUND.
 BR0926'
 BR0926'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0926'STAMPED---091-212 1984 RM 1---,
 BR0926'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0926'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0926'IT IS LOCATED
 BR0926'20.12 METERS (66 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0926'HIGHWAY,
 BR0926'10.15 METERS (33.3 FT) SOUTHWEST FROM THE WEST END OF A 24 INCH
 BR0926'CONCRETE PIPE UNDER THE FIELD ROAD TO THE NORTH,
 BR0926'AND 1.04 METERS (3.4 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0926'
 BR0926'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0926'STAMPED---091-212 1984 AZ MK---,
 BR0926'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0926'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0926'IT IS LOCATED
 BR0926'5.06 METERS (16.6 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0926'HIGHWAY,
 BR0926'26.52 METERS (87 FT) WEST-SOUTHWEST FROM A POWER POLE,
 BR0926'7.77 METERS (25.5 FT) NORTH-NORTHEAST FROM A FENCELINE, AND
 BR0926'0.91 METER (3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0926'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0926'STAMPED---091-212 1984 AZ MK---,
 BR0926'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0926'OF THE GROUND.
 BR0926'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED GOING SOUTHEAST
 BR0926'ALONG STATE ROUTE 196 FOR 0.7 KM (0.45 MI) TO THE AZIMUTH MARK ON
 BR0926'ON THE RIGHT.
 BR0926'
 BR0926'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0926'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY GEORGIA
 BR0926'1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
 BR0926
 BR0926                          STATION RECOVERY (1985)
 BR0926
 BR0926'RECOVERED 1985
 BR0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0927 ***********************************************************************
 BR0927  DESIGNATION -  BV 091 212 AZ MK
 BR0927  PID         -  BR0927
 BR0927  STATE/COUNTY-  GA/LONG
 BR0927  USGS QUAD   -  GLENNVILLE NE (1973)
 BR0927
 BR0927                         *CURRENT SURVEY CONTROL
 BR0927  ___________________________________________________________________
 BR0927* NAD 83(1994)-  31 52 36.68049(N)    081 48 47.17160(W)     ADJUSTED  
 BR0927* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 BR0927  ___________________________________________________________________
 BR0927  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 BR0927  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 BR0927
 BR0927  HORZ ORDER  -  SECOND
 BR0927
 BR0927.The horizontal coordinates were established by classical geodetic methods
 BR0927.and adjusted by the National Geodetic Survey in September 1997..
 BR0927.No horizontal observational check was made to the station.
 BR0927
 BR0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0927
 BR0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0927
 BR0927.The geoid height was determined by GEOID03.
 BR0927
 BR0927;                    North         East     Units Scale Factor Converg.
 BR0927;SPC GA E     -   208,117.786   233,450.645   MT  0.99991380   +0 11 12.2
 BR0927;SPC GA E     -   682,799.77    765,912.66   sFT  0.99991380   +0 11 12.2
 BR0927;UTM  17      - 3,527,074.400   423,094.433   MT  0.99967294   -0 25 45.9
 BR0927
 BR0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0927!SPC GA E     -   1.00000006  x   0.99991380  =   0.99991386
 BR0927!UTM  17      -   1.00000006  x   0.99967294  =   0.99967300
 BR0927
 BR0927                          SUPERSEDED SURVEY CONTROL
 BR0927
 BR0927  NAD 83(1986)-  31 52 36.68474(N)    081 48 47.17611(W) AD(       ) 2
 BR0927  NGVD 29 (09/27/88)   29.7    (m)           97.     (f) VERT ANG       
 BR0927
 BR0927.Superseded values are not recommended for survey control.
 BR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0927.See file dsdata.txt to determine how the superseded data were derived.
 BR0927
 BR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR2309427074(NAD 83)
 BR0927_MARKER: DD = SURVEY DISK
 BR0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0927+STABILITY: SURFACE MOTION
 BR0927
 BR0927  HISTORY     - Date     Condition        Report By
 BR0927  HISTORY     - 1984     MONUMENTED       GADT
 BR0927
 BR0927                          STATION DESCRIPTION
 BR0927
 BR0927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0927'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) EAST-SOUTHEAST FROM
 BR0927'GLENNVILLE, 20.05 KM (12.45 MI) NORTH-NORTHWEST FROM LUDOWICI, AND
 BR0927'31.3 KM (19.45 MI) NORTHEAST FROM ODUM.
 BR0927'OWNERSHIP--STATE RIGHT OF WAY.
 BR0927'
 BR0927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BR0927'WITH STATE ROUTES 23 AND 144 IN GLENNVILLE, GO SOUTH ALONG U.S.
 BR0927'HIGHWAYS 25, 301 AND STATE ROUTE 23 FOR 2.9 KM (1.8 MI) TO THE
 BR0927'JUNCTION OF STATE ROUTE 196 TO THE LEFT.  TURN LEFT GOING SOUTHEAST
 BR0927'ALONG STATE ROUTE 196 FOR 4.2 KM (2.6 MI) TO A BRIDGE OVER BEARDS
 BR0927'CREEK, ALSO THE TATTNALL-LONG COUNTY LINE.  CONTINUE GOING SOUTHEAST
 BR0927'ALONG STATE ROUTE 196 FOR 4.2 KM (2.6 MI) TO LITTLE ROCK BAPTIST
 BR0927'CHURCH ON THE RIGHT.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE
 BR0927'196 FOR 5.55 KM (3.45 MI) TO THE STATION ON THE RIGHT.
 BR0927'
 BR0927'THE STATION IS A STANDARD GADT DISK
 BR0927'STAMPED---091-212 1984 AZ MK---,
 BR0927'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0927'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0927'IT IS LOCATED
 BR0927'5.06 METERS (16.6 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0927'HIGHWAY,
 BR0927'26.52 METERS (87 FT) WEST-SOUTHWEST FROM A POWER POLE,
 BR0927'7.77 METERS (25.5 FT) NORTH-NORTHEAST FROM A FENCELINE, AND
 BR0927'0.91 METER (3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BR0927'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0927'STAMPED---091-212 1984 AZ MK---,
 BR0927'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0927'
 BR0927'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LONG COUNTY
 BR0927'GEORGIA 1977.  REVISED JUNE 1977.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1885 ***********************************************************************
 ED1885  DESIGNATION -  BV 093 200
 ED1885  PID         -  ED1885
 ED1885  STATE/COUNTY-  GA/LUMPKIN
 ED1885  USGS QUAD   -  DAHLONEGA (1951)
 ED1885
 ED1885                         *CURRENT SURVEY CONTROL
 ED1885  ___________________________________________________________________
 ED1885* NAD 83(1994)-  34 32 28.74707(N)    083 59 06.34578(W)     ADJUSTED  
 ED1885* NAVD 88     -       460.     (meters)    1509.     (feet)  VERTCON   
 ED1885  ___________________________________________________________________
 ED1885  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ED1885  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 ED1885
 ED1885  HORZ ORDER  -  SECOND
 ED1885
 ED1885.The horizontal coordinates were established by classical geodetic methods
 ED1885.and adjusted by the National Geodetic Survey in September 1997..
 ED1885
 ED1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1885
 ED1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1885
 ED1885.The geoid height was determined by GEOID03.
 ED1885
 ED1885;                    North         East     Units Scale Factor Converg.
 ED1885;SPC GA W     -   503,559.665   716,665.554   MT  0.99990342   +0 06 10.6
 ED1885;SPC GA W     - 1,652,095.33  2,351,260.24   sFT  0.99990342   +0 06 10.6
 ED1885;UTM  17      - 3,826,227.478   226,049.172   MT  1.00052515   -1 41 37.0
 ED1885;UTM  16      - 3,826,308.793   776,687.288   MT  1.00054373   +1 42 37.9
 ED1885
 ED1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1885!SPC GA W     -   0.99993238  x   0.99990342  =   0.99983581
 ED1885!UTM  17      -   0.99993238  x   1.00052515  =   1.00045749
 ED1885!UTM  16      -   0.99993238  x   1.00054373  =   1.00047607
 ED1885
 ED1885:                Primary Azimuth Mark                     Grid Az
 ED1885:SPC GA W     -  BV 093 200 AZ MK                         240 40 08.3
 ED1885:UTM  17      -  BV 093 200 AZ MK                         242 27 55.9
 ED1885:UTM  16      -  BV 093 200 AZ MK                         239 03 41.0
 ED1885
 ED1885|---------------------------------------------------------------------|
 ED1885| PID    Reference Object                     Distance      Geod. Az  |
 ED1885|                                                           dddmmss.s |
 ED1885| CZ4421 BV 093 200 AZ MK                                   2404618.9 |
 ED1885|---------------------------------------------------------------------|
 ED1885
 ED1885                          SUPERSEDED SURVEY CONTROL
 ED1885
 ED1885  NAD 83(1986)-  34 32 28.75009(N)    083 59 06.34828(W) AD(       ) 2
 ED1885  NAD 27      -  34 32 28.42210(N)    083 59 06.67539(W) AD(       ) 2
 ED1885  NGVD 29 (07/19/86)  460.     (m)         1509.     (f) VERT ANG       
 ED1885
 ED1885.Superseded values are not recommended for survey control.
 ED1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1885.See file dsdata.txt to determine how the superseded data were derived.
 ED1885
 ED1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU2604926227(NAD 83)
 ED1885_MARKER: DD = SURVEY DISK
 ED1885_SETTING: 0 = UNSPECIFIED SETTING
 ED1885
 ED1885  HISTORY     - Date     Condition        Report By
 ED1885  HISTORY     - 1973     MONUMENTED       GADT
 ED1885
 ED1885                          STATION DESCRIPTION
 ED1885
 ED1885'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 ED1885'THE STATION IS LOCATED 0.7 MILE NORTH OF DAHLONEGA, GEORGIA.  3.9
 ED1885'MILES NORTHEAST OF THE INTERSECTION OF GA 52 AND U.S. 19.  1.5
 ED1885'MILES SOUTHEAST OF THE INTERSECTION OF GA 9 AND GA 60.
 ED1885'
 ED1885'TO REACH THE STATION FROM THE LUMPKIN COUNTY COURTHOUSE IN
 ED1885'DAHLONEGA, GEORGIA, PROCEED EAST ON U.S. 19 FOR 0.15 MILE TO
 ED1885'THE INTERSECTION OF GA 60.  PROCEED NORTH ON GA 60 FOR 0.17 MILE
 ED1885'TO THE INTERSECTION OF COUNTY ROAD 2335.  PROCEED EAST ON COUNTY
 ED1885'ROAD 2335 FOR 0.53 MILE TO THE STATION ON THE LEFT.
 ED1885'
 ED1885'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 ED1885'FLUSH WITH THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.83
 ED1885'METERS BELOW THE STATION.  THE STATION IS LOCATED 21.8 FEET
 ED1885'NORTH OF THE CENTERLINE OF THE COUNTY ROAD 62.4 FEET NORTHEAST
 ED1885'OF A POWER POLE, 184.0 FEET WEST OF A POWER POLE.
 ED1885'
 ED1885'THE AZIMUTH MARK IS LOCATED 0.50 MILE WEST OF THE STATION ON
 ED1885'COUNTY ROAD 2335.  29.5 FEET NORTH OF THE CENTERLINE OF COUNTY
 ED1885'ROAD 2335.  59.5 FEET EAST OF THE CENTERLINE OF GA 60.  3.0 FEET
 ED1885'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1558 ***********************************************************************
 EE1558  DESIGNATION -  BV 093 201
 EE1558  PID         -  EE1558
 EE1558  STATE/COUNTY-  GA/LUMPKIN
 EE1558  USGS QUAD   -  NIMBLEWILL (1982)
 EE1558
 EE1558                         *CURRENT SURVEY CONTROL
 EE1558  ___________________________________________________________________
 EE1558* NAD 83(1994)-  34 32 50.62535(N)    084 07 52.90409(W)     ADJUSTED  
 EE1558* NAVD 88     -       544.     (meters)    1785.     (feet)  VERTCON   
 EE1558  ___________________________________________________________________
 EE1558  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EE1558  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EE1558
 EE1558  HORZ ORDER  -  SECOND
 EE1558
 EE1558.The horizontal coordinates were established by classical geodetic methods
 EE1558.and adjusted by the National Geodetic Survey in September 1997..
 EE1558
 EE1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1558
 EE1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1558
 EE1558.The geoid height was determined by GEOID03.
 EE1558
 EE1558;                    North         East     Units Scale Factor Converg.
 EE1558;SPC GA W     -   504,219.359   703,240.197   MT  0.99990013   +0 01 12.1
 EE1558;SPC GA W     - 1,654,259.68  2,307,213.88   sFT  0.99990013   +0 01 12.1
 EE1558;UTM  16      - 3,826,591.751   763,240.682   MT  1.00045421   +1 37 39.7
 EE1558
 EE1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1558!SPC GA W     -   0.99991918  x   0.99990013  =   0.99981932
 EE1558!UTM  16      -   0.99991918  x   1.00045421  =   1.00037335
 EE1558
 EE1558:                Primary Azimuth Mark                     Grid Az
 EE1558:SPC GA W     -  BV 093 201 AZ MK                         097 24 48.7
 EE1558:UTM  16      -  BV 093 201 AZ MK                         095 48 21.1
 EE1558
 EE1558|---------------------------------------------------------------------|
 EE1558| PID    Reference Object                     Distance      Geod. Az  |
 EE1558|                                                           dddmmss.s |
 EE1558| CZ4422 BV 093 201 AZ MK                                   0972600.8 |
 EE1558|---------------------------------------------------------------------|
 EE1558
 EE1558                          SUPERSEDED SURVEY CONTROL
 EE1558
 EE1558  NAD 83(1986)-  34 32 50.62865(N)    084 07 52.90686(W) AD(       ) 2
 EE1558  NAD 27      -  34 32 50.30250(N)    084 07 53.21843(W) AD(       ) 2
 EE1558  NGVD 29 (07/19/86)  544.     (m)         1785.     (f) VERT ANG       
 EE1558
 EE1558.Superseded values are not recommended for survey control.
 EE1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1558.See file dsdata.txt to determine how the superseded data were derived.
 EE1558
 EE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6324126592(NAD 83)
 EE1558_MARKER: DD = SURVEY DISK
 EE1558_SETTING: 0 = UNSPECIFIED SETTING
 EE1558
 EE1558  HISTORY     - Date     Condition        Report By
 EE1558  HISTORY     - 1972     MONUMENTED       GADT
 EE1558
 EE1558                          STATION DESCRIPTION
 EE1558
 EE1558'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1558'THE STATION IS LOCATED 8.5 MILES WEST OF DAHLONEGA, GEORGIA.  5.3
 EE1558'MILES NORTHWEST OF THE INTERSECTION OF GA 52 AND U.S. 19 ON
 EE1558'HIGHWAY GA 52.
 EE1558'
 EE1558'TO REACH FROM THE LUMPKIN COUNTY COURTHOUSE IN DAHLONEGA,
 EE1558'GEORGIA, PROCEED SOUTHWEST ON GA 52 AND U.S. 19 FOR 4.25 MILES
 EE1558'TO THE INTERSECTION OF GA 52 AND U.S. 19.  CONTINUE WEST ON GA
 EE1558'52 FOR 6.25 MILES TO THE STATION ON THE RIGHT.
 EE1558'
 EE1558'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1558'FLUSH WITH THE GROUND.  68.4 FEET NORTHWEST OF A TELEPHONE
 EE1558'POLE.  51.0 FEET SOUTH OF A FENCE.  29.6 FEET NORTHEAST OF A
 EE1558'2 INCH PINE TREE.
 EE1558'
 EE1558'THE AZIMUTH MARK IS LOCATED 0.3 MILE EAST OF THE STATION ON GA
 EE1558'52.  29.8 FEET SOUTH OF THE CENTERLINE OF GA 52.  4.1 FEET
 EE1558'SOUTHEAST OF A TELEPHONE POLE.  9.0 FEET NORTHWEST OF A TWIN
 EE1558'FORK APPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1552 ***********************************************************************
 EE1552  DESIGNATION -  BV 093 202
 EE1552  PID         -  EE1552
 EE1552  STATE/COUNTY-  GA/LUMPKIN
 EE1552  USGS QUAD   -  CAMPBELL MTN (1950)
 EE1552
 EE1552                         *CURRENT SURVEY CONTROL
 EE1552  ___________________________________________________________________
 EE1552* NAD 83(1994)-  34 32 18.00246(N)    084 04 22.29953(W)     ADJUSTED  
 EE1552* NAVD 88     -       461.4    (meters)    1514.     (feet)  VERTCON   
 EE1552  ___________________________________________________________________
 EE1552  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EE1552  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 EE1552
 EE1552  HORZ ORDER  -  SECOND
 EE1552
 EE1552.The horizontal coordinates were established by classical geodetic methods
 EE1552.and adjusted by the National Geodetic Survey in September 1998..
 EE1552
 EE1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1552
 EE1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1552
 EE1552.The geoid height was determined by GEOID03.
 EE1552
 EE1552;                    North         East     Units Scale Factor Converg.
 EE1552;SPC GA W     -   503,217.632   708,610.307   MT  0.99990091   +0 03 11.5
 EE1552;SPC GA W     - 1,650,973.18  2,324,832.32   sFT  0.99990091   +0 03 11.5
 EE1552;UTM  16      - 3,825,740.579   768,639.864   MT  1.00048962   +1 39 38.0
 EE1552;UTM  17      - 3,826,138.089   217,981.916   MT  1.00058045   -1 44 36.0
 EE1552
 EE1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1552!SPC GA W     -   0.99993216  x   0.99990091  =   0.99983307
 EE1552!UTM  16      -   0.99993216  x   1.00048962  =   1.00042174
 EE1552!UTM  17      -   0.99993216  x   1.00058045  =   1.00051257
 EE1552
 EE1552|---------------------------------------------------------------------|
 EE1552| PID    Reference Object                     Distance      Geod. Az  |
 EE1552|                                                           dddmmss.s |
 EE1552| EE1553 BV 093 202 GADT 1975 PTA             15.547 METERS 30600     |
 EE1552| EE1555 CAMPBELL                            APPROX. 4.5 KM 3382339.2 |
 EE1552|---------------------------------------------------------------------|
 EE1552
 EE1552                          SUPERSEDED SURVEY CONTROL
 EE1552
 EE1552  NAD 83(1994)-  34 32 17.90720(N)    084 04 22.22085(W) AD(       ) 2
 EE1552  NAD 83(1986)-  34 32 18.01148(N)    084 04 22.29998(W) AD(       ) 2
 EE1552  NAD 27      -  34 32 17.68058(N)    084 04 22.61736(W) AD(       ) 2
 EE1552  NGVD 29 (07/19/86)  461.4    (m)         1514.     (f) VERT ANG       
 EE1552
 EE1552.Superseded values are not recommended for survey control.
 EE1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1552.See file dsdata.txt to determine how the superseded data were derived.
 EE1552
 EE1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6864025741(NAD 83)
 EE1552_MARKER: DD = SURVEY DISK
 EE1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1552
 EE1552  HISTORY     - Date     Condition        Report By
 EE1552  HISTORY     - 1975     MONUMENTED       GADT
 EE1552
 EE1552                          STATION DESCRIPTION
 EE1552
 EE1552'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1552'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST OF DAHLONEGA,
 EE1552'5-1/4 MILES NORTH-NORTHWEST OF AURARIA, AND 8-1/2 MILES
 EE1552'NORTH-NORTHWEST OF DAWSONVILLE ON STATE RIGHT OF WAY.
 EE1552'
 EE1552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19
 EE1552'(STATE ROUTE 9) AND STATE ROUTE 52, LOCATED APPROXIMATELY 3-1/2
 EE1552'MILES WEST OF DAHLONEGA, GO NORTHWESTERLY ALONG STATE ROUTE 52
 EE1552'FOR 1.7 MILES TO A BRIDGE OVER THE ETOWAH RIVER.  CONTINUE GOING
 EE1552'NORTHWESTERLY ALONG STATE ROUTE 52 FOR 0.6 MILE TO THE JUNCTION
 EE1552'OF COUNTY ROAD 119 TO THE LEFT.  CONTINUE GOING NORTHWESTERLY
 EE1552'ALONG STATE ROUTE 52 FOR 0.1 MILE TO THE OLD INDIAN TRAIL MOTEL
 EE1552'CABINS ON THE RIGHT, THE MOTEL RESTAURANT ON THE LEFT, AND THE
 EE1552'STATION ON THE RIGHT.
 EE1552'
 EE1552'THE STATION IS LOCATED 22.5 FEET EAST OF THE CENTERLINE OF
 EE1552'STATE ROUTE 52, 43.9 FEET SOUTH-SOUTHWEST OF A POWER POLE, 60.0
 EE1552'FEET SOUTHWEST OF THE SOUTHERNMOST CORNER OF THE SOUTH ONE OF
 EE1552'TWO ONE CABIN UNITS, 61.0 FEET WEST-SOUTHWEST OF THE WESTERNMOST
 EE1552'CORNER OF A BUILDING DIVIDED INTO 5 CABIN UNITS, AND 2.9 FEET
 EE1552'WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 EE1552'093-202, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE1552'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 EE1552'IS A STANDARD DISK STAMPED 093-202, SET IN THE TOP OF AN
 EE1552'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76 METER BELOW
 EE1552'THE SURFACE OF THE GROUND.
 EE1552'
 EE1552'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 EE1552'ALONG STATE ROUTE 52 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT
 EE1552'IS LOCATED 26.5 FEET EAST OF THE CENTERLINE OF STATE ROUTE 52,
 EE1552'37.0 FEET SOUTHWEST OF A POWER POLE, AND 2.0 FEET WEST OF A
 EE1552'WITNESS POST.  IT IS A STANDARD DISK STAMPED 093-202 AZMK, SET
 EE1552'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1552'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1550 ***********************************************************************
 EE1550  DESIGNATION -  BV 093 203
 EE1550  PID         -  EE1550
 EE1550  STATE/COUNTY-  GA/LUMPKIN
 EE1550  USGS QUAD   -  CAMPBELL MTN (1950)
 EE1550
 EE1550                         *CURRENT SURVEY CONTROL
 EE1550  ___________________________________________________________________
 EE1550* NAD 83(1994)-  34 34 13.60556(N)    084 03 34.90281(W)     ADJUSTED  
 EE1550* NAVD 88     -       478.     (meters)    1568.     (feet)  VERTCON   
 EE1550  ___________________________________________________________________
 EE1550  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EE1550  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE1550
 EE1550  HORZ ORDER  -  SECOND
 EE1550
 EE1550.The horizontal coordinates were established by classical geodetic methods
 EE1550.and adjusted by the National Geodetic Survey in September 1998..
 EE1550
 EE1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1550
 EE1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1550
 EE1550.The geoid height was determined by GEOID03.
 EE1550
 EE1550;                    North         East     Units Scale Factor Converg.
 EE1550;SPC GA W     -   506,780.737   709,815.004   MT  0.99990119   +0 03 38.5
 EE1550;SPC GA W     - 1,662,663.13  2,328,784.73   sFT  0.99990119   +0 03 38.5
 EE1550;UTM  16      - 3,829,338.217   769,744.753   MT  1.00049695   +1 40 09.8
 EE1550;UTM  17      - 3,829,664.038   219,298.657   MT  1.00057131   -1 44 14.2
 EE1550
 EE1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1550!SPC GA W     -   0.99992954  x   0.99990119  =   0.99983074
 EE1550!UTM  16      -   0.99992954  x   1.00049695  =   1.00042645
 EE1550!UTM  17      -   0.99992954  x   1.00057131  =   1.00050081
 EE1550
 EE1550:                Primary Azimuth Mark                     Grid Az
 EE1550:SPC GA W     -  DAHLONEGA NORTH GEORGIA COLLEGE FINIAL   123 49 41.6
 EE1550:UTM  16      -  DAHLONEGA NORTH GEORGIA COLLEGE FINIAL   122 13 10.3
 EE1550:UTM  17      -  DAHLONEGA NORTH GEORGIA COLLEGE FINIAL   125 37 34.3
 EE1550
 EE1550|---------------------------------------------------------------------|
 EE1550| PID    Reference Object                     Distance      Geod. Az  |
 EE1550|                                                           dddmmss.s |
 EE1550| ED1884 DAHLONEGA NORTH GEORGIA COLLEGE FIN APPROX. 8.0 KM 1235320.1 |
 EE1550| EE1551 BV 093 203 GADT 1974 PTA             22.027 METERS 29223     |
 EE1550| CZ4424 BV 093 203 AZ MK                                   3270913.4 |
 EE1550|---------------------------------------------------------------------|
 EE1550
 EE1550                          SUPERSEDED SURVEY CONTROL
 EE1550
 EE1550  NAD 83(1994)-  34 34 13.50254(N)    084 03 34.80429(W) AD(       ) 2
 EE1550  NAD 83(1986)-  34 34 13.61475(N)    084 03 34.90314(W) AD(       ) 2
 EE1550  NAD 27      -  34 34 13.28697(N)    084 03 35.22313(W) AD(       ) 2
 EE1550  NGVD 29 (07/19/86)  478.     (m)         1568.     (f) VERT ANG       
 EE1550
 EE1550.Superseded values are not recommended for survey control.
 EE1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1550.See file dsdata.txt to determine how the superseded data were derived.
 EE1550
 EE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6974529338(NAD 83)
 EE1550_MARKER: DD = SURVEY DISK
 EE1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1550
 EE1550  HISTORY     - Date     Condition        Report By
 EE1550  HISTORY     - 1974     MONUMENTED       GADT
 EE1550  HISTORY     - 1975     GOOD             GADT
 EE1550
 EE1550                          STATION DESCRIPTION
 EE1550
 EE1550'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 EE1550'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST-NORTHWEST OF
 EE1550'DAHLONEGA, 8-1/2 MILES SOUTH-SOUTHWEST OF SUCHES, AND 17 MILES
 EE1550'WEST OF CLEVELAND IN THE BLUERIDGE MANAGEMENT AREA ON
 EE1550'U.S. GOVERNMENT PROPERTY.
 EE1550'
 EE1550'TO REACH THE STATION FROM THE OLD LUMPKIN COUNTY COURTHOUSE IN
 EE1550'DAHLONEGA, GO WEST ALONG U.S. HIGHWAY 19 (STATE ROUTE 9) FOR
 EE1550'3.65 MILES TO THE JUNCTION OF SILOME CHURCH ROAD (COUNTY ROAD
 EE1550'72) TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG SILOME CHURCH
 EE1550'ROAD FOR 1.95 MILES TO THE JUNCTION OF COUNTY ROAD 77 FORKING
 EE1550'TO THE LEFT.  CONTINUE NORTH ALONG SILOME CHURCH ROAD FOR 1.0
 EE1550'MILE TO THE JUNCTION OF COUNTY ROAD 75 CROSSING.  CONTINUE
 EE1550'NORTH ALONG SILOME CHURCH ROAD FOR 1.0 MILE TO THE STATION ON
 EE1550'THE RIGHT.
 EE1550'
 EE1550'THE STATION IS LOCATED 26 FEET NORTHEAST OF THE CENTERLINE OF
 EE1550'SILOME CHURCH ROAD, 2.5 FEET SOUTHWEST OF A WITNESS POST, 158.0
 EE1550'FEET SOUTHEAST OF A POWER POLE, AND 46.0 FEET SOUTH OF A POWER
 EE1550'POLE.  IT IS A STANDARD BRASS DISK STAMPED 093-203, SET IN THE
 EE1550'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1550'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 EE1550'DISK STAMPED 093-203, SET IN AN IRREGULAR MASS OF CONCRETE
 EE1550'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 EE1550'
 EE1550'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 EE1550'SILOME CHURCH ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS
 EE1550'LOCATED 25 FEET NORTHEAST OF THE CENTERLINE OF SILOME CHURCH
 EE1550'ROAD, 25 FEET NORTHWEST OF A POWER POLE, AND 2.0 FEET SOUTHWEST
 EE1550'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 093-203 AZMK,
 EE1550'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 EE1550'THE SURFACE OF THE GROUND.
 EE1550
 EE1550                          STATION RECOVERY (1975)
 EE1550
 EE1550'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1550'THE STATION, STAMPED 093-203, AND AZIMUTH MARK, STAMPED 093-203
 EE1550'AZMK, WERE RECOVERED IN GOOD CONDITION.
 EE1550'
 EE1550'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ACCURATE WITH THE
 EE1550'EXCEPTION OF AN ERROR IN THE LOCAL DESCRIPTION OF THE AZIMUTH
 EE1550'MARK.  THE AZIMUTH MARK IS LOCATED 28 FEET NORTHEAST OF THE
 EE1550'CENTERLINE OF SILOME CHURCH ROAD.  ALL OTHER REFERENCE DISTANCES
 EE1550'WERE FOUND TO BE ACCURATE.
 EE1550'
 EE1550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EE1550'DAHLONEGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1557 ***********************************************************************
 EE1557  DESIGNATION -  BV 093 204
 EE1557  PID         -  EE1557
 EE1557  STATE/COUNTY-  GA/LUMPKIN
 EE1557  USGS QUAD   -  CAMPBELL MTN (1950)
 EE1557
 EE1557                         *CURRENT SURVEY CONTROL
 EE1557  ___________________________________________________________________
 EE1557* NAD 83(1994)-  34 36 17.38039(N)    084 06 21.36358(W)     ADJUSTED  
 EE1557* NAVD 88     -       522.     (meters)    1713.     (feet)  VERTCON   
 EE1557  ___________________________________________________________________
 EE1557  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 EE1557  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1557
 EE1557  HORZ ORDER  -  SECOND
 EE1557
 EE1557.The horizontal coordinates were established by classical geodetic methods
 EE1557.and adjusted by the National Geodetic Survey in September 1998..
 EE1557
 EE1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1557
 EE1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1557
 EE1557.The geoid height was determined by GEOID03.
 EE1557
 EE1557;                    North         East     Units Scale Factor Converg.
 EE1557;SPC GA W     -   510,590.922   705,570.109   MT  0.99990038   +0 02 04.2
 EE1557;SPC GA W     - 1,675,163.72  2,314,857.93   sFT  0.99990038   +0 02 04.2
 EE1557;UTM  16      - 3,833,029.827   765,391.992   MT  1.00046822   +1 38 40.3
 EE1557
 EE1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1557!SPC GA W     -   0.99992261  x   0.99990038  =   0.99982300
 EE1557!UTM  16      -   0.99992261  x   1.00046822  =   1.00039079
 EE1557
 EE1557|---------------------------------------------------------------------|
 EE1557| PID    Reference Object                     Distance      Geod. Az  |
 EE1557|                                                           dddmmss.s |
 EE1557| EE1556 BV 093 204 GADT 1974 PTA             14.107 METERS 11526     |
 EE1557| AB6439 HAWK RESET                          APPROX. 7.0 KM 3330805.6 |
 EE1557|---------------------------------------------------------------------|
 EE1557
 EE1557                          SUPERSEDED SURVEY CONTROL
 EE1557
 EE1557  NAD 83(1994)-  34 36 17.18788(N)    084 06 21.23787(W) AD(       ) 2
 EE1557  NAD 83(1986)-  34 36 17.39239(N)    084 06 21.36323(W) AD(       ) 2
 EE1557  NAD 27      -  34 36 17.07015(N)    084 06 21.67836(W) AD(       ) 2
 EE1557  NGVD 29 (07/19/86)  522.     (m)         1713.     (f) VERT ANG       
 EE1557
 EE1557.Superseded values are not recommended for survey control.
 EE1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1557.See file dsdata.txt to determine how the superseded data were derived.
 EE1557
 EE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6539233030(NAD 83)
 EE1557_MARKER: DD = SURVEY DISK
 EE1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1557
 EE1557  HISTORY     - Date     Condition        Report By
 EE1557  HISTORY     - 1974     MONUMENTED       GADT
 EE1557
 EE1557                          STATION DESCRIPTION
 EE1557
 EE1557'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 EE1557'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTHEAST OF
 EE1557'SUCHES, 14 MILES SOUTH OF BLAIRSVILLE, AND 8-1/2 MILES NORTH OF
 EE1557'DAHLONEGA IN THE BLUERIDGE WILDLIFE MANAGEMENT AREA ON PROPERTY
 EE1557'OWNED BY THE U.S. GOVERNMENT.
 EE1557'
 EE1557'TO REACH THE STATION FROM THE OLD COURTHOUSE IN DAHLONEGA, GO
 EE1557'WEST ALONG U.S. HIGHWAY 19 (STATE ROUTE 9) FOR 3.65 MILES TO THE
 EE1557'JUNCTION OF SILOME CHURCH ROAD (COUNTY ROAD 72) TO THE
 EE1557'RIGHT.  TURN RIGHT, GOING NORTH ALONG SILOME CHURCH ROAD FOR
 EE1557'1.95 MILES TO THE JUNCTION OF COUNTY ROAD 77 FORKING TO THE
 EE1557'LEFT.  CONTINUE NORTH ALONG SILOME CHURCH ROAD FOR 1.0 MILE TO
 EE1557'THE JUNCTION OF OAK GROVE ROAD (COUNTY ROAD 75) CROSSING.
 EE1557'CONTINUE NORTH ALONG SILOME CHURCH ROAD FOR 1.8 MILES TO THE END
 EE1557'OF THE PAVEMENT.  CONTINUE TRAVELING NORTH ALONG SILOME
 EE1557'CHURCH ROAD FOR 1.3 MILES TO A BRIDGE OVER THE ETOWAH RIVER.
 EE1557'CONTINUE TRAVELING NORTHWEST ALONG SILOME CHURCH ROAD FOR 1.5
 EE1557'MILES TO THE JUNCTION OF COUNTY ROAD 131 TO THE LEFT.  TURN
 EE1557'LEFT, TRAVELING WEST ALONG COUNTY ROAD 131 FOR 0.6 MILE TO THE
 EE1557'AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING WEST
 EE1557'ALONG COUNTY ROAD 131 FOR ABOUT 300 FEET TO A TRACK ROAD TO
 EE1557'THE RIGHT AND THE STATION ON THE RIGHT.
 EE1557'
 EE1557'THE STATION IS LOCATED 118 FEET NORTHWEST OF THE POINT OF
 EE1557'INTERSECTION OF THE CENTERLINES OF THE TRACK ROAD AND COUNTY
 EE1557'ROAD 131, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD,
 EE1557'AND 4 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS
 EE1557'DISK STAMPED 093-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 EE1557'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1557'UNDERGROUND STATION IS A STANDARD DISK STAMPED 093-204, SET IN
 EE1557'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW
 EE1557'THE SURFACE OF THE GROUND.
 EE1557'
 EE1557'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 093-204, SET IN THE
 EE1557'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1557'SURFACE OF THE GROUND.  IT IS LOCATED 49 FEET NORTH OF THE
 EE1557'CENTERLINE OF THE ROAD, 21 FEET WEST OF A 10 INCH PINE TREE, AND
 EE1557'4 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1554 ***********************************************************************
 EE1554  DESIGNATION -  BV 093 205
 EE1554  PID         -  EE1554
 EE1554  STATE/COUNTY-  GA/LUMPKIN
 EE1554  USGS QUAD   -  CAMPBELL MTN (1950)
 EE1554
 EE1554                         *CURRENT SURVEY CONTROL
 EE1554  ___________________________________________________________________
 EE1554* NAD 83(1994)-  34 30 32.27059(N)    084 04 51.54892(W)     ADJUSTED  
 EE1554* NAVD 88     -       446.7    (meters)    1466.     (feet)  VERTCON   
 EE1554  ___________________________________________________________________
 EE1554  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EE1554  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EE1554
 EE1554  HORZ ORDER  -  SECOND
 EE1554
 EE1554.The horizontal coordinates were established by classical geodetic methods
 EE1554.and adjusted by the National Geodetic Survey in September 1998..
 EE1554
 EE1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1554
 EE1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1554
 EE1554.The geoid height was determined by GEOID03.
 EE1554
 EE1554;                    North         East     Units Scale Factor Converg.
 EE1554;SPC GA W     -   499,959.228   707,867.300   MT  0.99990076   +0 02 54.7
 EE1554;SPC GA W     - 1,640,282.90  2,322,394.63   sFT  0.99990076   +0 02 54.7
 EE1554;UTM  16      - 3,822,460.700   767,988.131   MT  1.00048532   +1 39 17.0
 EE1554;UTM  17      - 3,822,902.364   217,136.584   MT  1.00058634   -1 44 47.9
 EE1554
 EE1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1554!SPC GA W     -   0.99993447  x   0.99990076  =   0.99983524
 EE1554!UTM  16      -   0.99993447  x   1.00048532  =   1.00041976
 EE1554!UTM  17      -   0.99993447  x   1.00058634  =   1.00052077
 EE1554
 EE1554:                Primary Azimuth Mark                     Grid Az
 EE1554:SPC GA W     -  CAMPBELL                                 352 57 16.2
 EE1554:UTM  16      -  CAMPBELL                                 351 20 53.9
 EE1554:UTM  17      -  CAMPBELL                                 354 44 58.8
 EE1554
 EE1554|---------------------------------------------------------------------|
 EE1554| PID    Reference Object                     Distance      Geod. Az  |
 EE1554|                                                           dddmmss.s |
 EE1554| EE1555 CAMPBELL                            APPROX. 7.5 KM 3530010.9 |
 EE1554|---------------------------------------------------------------------|
 EE1554
 EE1554                          SUPERSEDED SURVEY CONTROL
 EE1554
 EE1554  NAD 83(1994)-  34 30 32.17783(N)    084 04 51.49907(W) AD(       ) 2
 EE1554  NAD 83(1986)-  34 30 32.27932(N)    084 04 51.55040(W) AD(       ) 2
 EE1554  NAD 27      -  34 30 31.94723(N)    084 04 51.86851(W) AD(       ) 2
 EE1554  NGVD 29 (07/19/86)  446.7    (m)         1466.     (f) VERT ANG       
 EE1554
 EE1554.Superseded values are not recommended for survey control.
 EE1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1554.See file dsdata.txt to determine how the superseded data were derived.
 EE1554
 EE1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6798822461(NAD 83)
 EE1554_MARKER: DD = SURVEY DISK
 EE1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1554
 EE1554  HISTORY     - Date     Condition        Report By
 EE1554  HISTORY     - 1975     MONUMENTED       GADT
 EE1554
 EE1554                          STATION DESCRIPTION
 EE1554
 EE1554'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1554'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST-NORTHWEST
 EE1554'OF AURARIA, 6-1/4 MILES WEST-SOUTHWEST OF DAHLONEGA, AND 6-1/2
 EE1554'MILES EAST-NORTHEAST OF JUNO ON THE PROPERTY OF SEIDON ARRENDALE.
 EE1554'
 EE1554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19
 EE1554'(STATE ROUTE 9) AND STATE ROUTE 52, LOCATED APPROXIMATELY 3-1/2
 EE1554'MILES WEST OF DAHLONEGA, GO SOUTHWESTERLY ALONG U.S. HIGHWAY 19
 EE1554'FOR 1.1 MILES TO A BRIDGE OVER ETOWAH RIVER.  CONTINUE GOING
 EE1554'SOUTHWESTERLY ALONG U.S. HIGHWAY 19 FOR 0.9 MILE TO THE JUNCTION
 EE1554'OF DIRT COUNTY ROAD 114 FORKING TO THE RIGHT.  TURN RIGHT, GOING
 EE1554'WEST ALONG DIRT COUNTY ROAD 114 FOR 0.4 MILE TO THE AZIMUTH
 EE1554'MARK ON THE RIGHT.  CONTINUE WEST ALONG DIRT COUNTY ROAD 114
 EE1554'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 EE1554'
 EE1554'THE STATION IS LOCATED 23 FEET NORTH OF THE CENTERLINE OF
 EE1554'COUNTY ROAD 114, 194.0 FEET EAST-SOUTHEAST OF A POWER POLE,
 EE1554'182.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MIDDLE ONE
 EE1554'OF THREE CHICKEN HOUSES IN A ROW, 139.5 FEET WEST-SOUTHWEST OF
 EE1554'THE SOUTHWEST CORNER OF THE NEAREST CHICKEN HOUSE, AND 220.0
 EE1554'FEET WEST OF A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED
 EE1554'093-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE1554'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE UNDERGROUND
 EE1554'STATION IS A STANDARD DISK STAMPED 093-205, SET IN AN IRREGULAR
 EE1554'MASS OF CONCRETE APPROXIMATELY 0.60 METER BELOW THE SURFACE OF
 EE1554'THE GROUND.
 EE1554'
 EE1554'THE AZIMUTH MARK IS LOCATED 20 FEET NORTH OF THE CENTERLINE OF
 EE1554'DIRT COUNTY ROAD 114, 226.0 FEET EAST OF THE SOUTHEAST CORNER OF
 EE1554'A CHICKEN HOUSE, 192.3 FEET SOUTHEAST OF A 12 INCH POPLAR TREE,
 EE1554'13.4 FEET SOUTH OF A POWER POLE, AND 54.5 FEET SOUTH-SOUTHWEST
 EE1554'OF A 10 INCH PINE TREE.  IT IS A STANDARD DISK STAMPED 093-205
 EE1554'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 EE1554'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1895 ***********************************************************************
 ED1895  DESIGNATION -  BV 093 206
 ED1895  PID         -  ED1895
 ED1895  STATE/COUNTY-  GA/LUMPKIN
 ED1895  USGS QUAD   -  DAHLONEGA (1951)
 ED1895
 ED1895                         *CURRENT SURVEY CONTROL
 ED1895  ___________________________________________________________________
 ED1895* NAD 83(1994)-  34 36 10.08955(N)    083 58 11.67893(W)     ADJUSTED  
 ED1895* NAVD 88     -       533.     (meters)    1749.     (feet)  VERTCON   
 ED1895  ___________________________________________________________________
 ED1895  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ED1895  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 ED1895
 ED1895  HORZ ORDER  -  SECOND
 ED1895
 ED1895.The horizontal coordinates were established by classical geodetic methods
 ED1895.and adjusted by the National Geodetic Survey in September 1997..
 ED1895
 ED1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1895
 ED1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1895
 ED1895.The geoid height was determined by GEOID03.
 ED1895
 ED1895;                    North         East     Units Scale Factor Converg.
 ED1895;SPC GA W     -   510,382.198   718,046.051   MT  0.99990401   +0 06 42.2
 ED1895;SPC GA W     - 1,674,478.93  2,355,789.42   sFT  0.99990401   +0 06 42.2
 ED1895;UTM  17      - 3,833,007.515   227,644.028   MT  1.00051439   -1 41 15.4
 ED1895;UTM  16      - 3,833,171.814   777,876.457   MT  1.00055184   +1 43 18.6
 ED1895
 ED1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1895!SPC GA W     -   0.99992089  x   0.99990401  =   0.99982491
 ED1895!UTM  17      -   0.99992089  x   1.00051439  =   1.00043524
 ED1895!UTM  16      -   0.99992089  x   1.00055184  =   1.00047269
 ED1895
 ED1895:                Primary Azimuth Mark                     Grid Az
 ED1895:SPC GA W     -  BV 093 206 AZ MK                         024 21 47.2
 ED1895:UTM  17      -  BV 093 206 AZ MK                         026 09 44.8
 ED1895:UTM  16      -  BV 093 206 AZ MK                         022 45 10.8
 ED1895
 ED1895|---------------------------------------------------------------------|
 ED1895| PID    Reference Object                     Distance      Geod. Az  |
 ED1895|                                                           dddmmss.s |
 ED1895| CZ4427 BV 093 206 AZ MK                                   0242829.4 |
 ED1895| ED1894 BV 093 206 GADT 1975 PTA             20.599 METERS 15847     |
 ED1895|---------------------------------------------------------------------|
 ED1895
 ED1895                          SUPERSEDED SURVEY CONTROL
 ED1895
 ED1895  NAD 83(1986)-  34 36 10.09576(N)    083 58 11.68212(W) AD(       ) 2
 ED1895  NAD 27      -  34 36 09.76440(N)    083 58 12.00094(W) AD(       ) 2
 ED1895  NGVD 29 (07/19/86)  533.     (m)         1749.     (f) VERT ANG       
 ED1895
 ED1895.Superseded values are not recommended for survey control.
 ED1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1895.See file dsdata.txt to determine how the superseded data were derived.
 ED1895
 ED1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU2764433008(NAD 83)
 ED1895_MARKER: DD = SURVEY DISK
 ED1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1895
 ED1895  HISTORY     - Date     Condition        Report By
 ED1895  HISTORY     - 1975     MONUMENTED       GADT
 ED1895
 ED1895                          STATION DESCRIPTION
 ED1895
 ED1895'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1895'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTH OF DAHLONEGA,
 ED1895'6-1/2 MILES SOUTH-SOUTHEAST OF SUCHES, AND 9-1/2 MILES
 ED1895'NORTH-NORTHEAST OF AURARIA ON STATE RIGHT OF WAY.
 ED1895'
 ED1895'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19
 ED1895'(STATE ROUTE 9) AND STATE ROUTE 60, LOCATED AT STONEPILE GAP,
 ED1895'APPROXIMATELY 6-3/4 MILES NORTH-NORTHEAST OF DAHLONEGA, GO
 ED1895'SOUTHEAST ALONG U.S. HIGHWAY 19 (STATE ROUTE 9) AND STATE ROUTE 60
 ED1895'FOR 1.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 83 TO THE
 ED1895'RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 19 FOR 0.15 MILE TO
 ED1895'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAY
 ED1895'19 FOR 0.2 MILE TO A WIDE SHOULDER AND THE STATION ON THE LEFT.
 ED1895'
 ED1895'THE STATION IS LOCATED 26 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1895'OF U.S. HIGHWAY 19, 145.0 FEET NORTH-NORTHWEST OF A POWER POLE,
 ED1895'173.0 FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 ED1895'HIGHWAY, AND 2.1 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT
 ED1895'IS A STANDARD BRASS DISK STAMPED 093-206, SET IN THE TOP OF A 10
 ED1895'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1895'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1895'093-206, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1895'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 ED1895'
 ED1895'THE AZIMUTH MARK IS LOCATED 27.5 FEET EAST OF THE CENTERLINE OF
 ED1895'U.S. HIGHWAY 19, 198.0 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 ED1895'7.3 FEET SOUTH OF A POWER POLE, AND 2.1 FEET WEST OF A WITNESS
 ED1895'POST.  IT IS A STANDARD DISK STAMPED 093-206 AZMK, SET IN THE
 ED1895'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1895'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1611 ***********************************************************************
 EE1611  DESIGNATION -  BV 093 207
 EE1611  PID         -  EE1611
 EE1611  STATE/COUNTY-  GA/LUMPKIN
 EE1611  USGS QUAD   -  DAWSONVILLE (1985)
 EE1611
 EE1611                         *CURRENT SURVEY CONTROL
 EE1611  ___________________________________________________________________
 EE1611* NAD 83(1994)-  34 27 14.73562(N)    084 01 25.17844(W)     ADJUSTED  
 EE1611* NAVD 88     -       439.     (meters)    1440.     (feet)  VERTCON   
 EE1611  ___________________________________________________________________
 EE1611  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EE1611  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1611
 EE1611  HORZ ORDER  -  SECOND
 EE1611
 EE1611.The horizontal coordinates were established by classical geodetic methods
 EE1611.and adjusted by the National Geodetic Survey in September 1997..
 EE1611
 EE1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1611
 EE1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1611
 EE1611.The geoid height was determined by GEOID03.
 EE1611
 EE1611;                    North         East     Units Scale Factor Converg.
 EE1611;SPC GA W     -   493,878.900   713,139.553   MT  0.99990213   +0 04 51.3
 EE1611;SPC GA W     - 1,620,334.36  2,339,692.02   sFT  0.99990213   +0 04 51.3
 EE1611;UTM  16      - 3,816,526.864   773,431.903   MT  1.00052166   +1 41 05.6
 EE1611;UTM  17      - 3,816,655.804   222,219.302   MT  1.00055122   -1 42 42.2
 EE1611
 EE1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1611!SPC GA W     -   0.99993570  x   0.99990213  =   0.99983784
 EE1611!UTM  16      -   0.99993570  x   1.00052166  =   1.00045733
 EE1611!UTM  17      -   0.99993570  x   1.00055122  =   1.00048689
 EE1611
 EE1611:                Primary Azimuth Mark                     Grid Az
 EE1611:SPC GA W     -  PROCTOR                                  236 35 29.1
 EE1611:UTM  16      -  PROCTOR                                  234 59 14.8
 EE1611:UTM  17      -  PROCTOR                                  238 23 02.6
 EE1611
 EE1611|---------------------------------------------------------------------|
 EE1611| PID    Reference Object                     Distance      Geod. Az  |
 EE1611|                                                           dddmmss.s |
 EE1611| EE1613 PROCTOR                             APPROX. 4.6 KM 2364020.4 |
 EE1611| EE1612 BV 093 207 GADT 1975 PTA             15.744 METERS 28326     |
 EE1611|---------------------------------------------------------------------|
 EE1611
 EE1611                          SUPERSEDED SURVEY CONTROL
 EE1611
 EE1611  NAD 83(1986)-  34 27 14.74297(N)    084 01 25.17786(W) AD(       ) 2
 EE1611  NAD 27      -  34 27 14.40494(N)    084 01 25.49757(W) AD(       ) 2
 EE1611  NGVD 29 (07/19/86)  439.     (m)         1440.     (f) VERT ANG       
 EE1611
 EE1611.Superseded values are not recommended for survey control.
 EE1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1611.See file dsdata.txt to determine how the superseded data were derived.
 EE1611
 EE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7343216527(NAD 83)
 EE1611_MARKER: DD = SURVEY DISK
 EE1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1611
 EE1611  HISTORY     - Date     Condition        Report By
 EE1611  HISTORY     - 1975     MONUMENTED       GADT
 EE1611
 EE1611                          STATION DESCRIPTION
 EE1611
 EE1611'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1611'THE STATION IS LOCATED AT BLACKBURN STATE PARK, APPROXIMATELY 1
 EE1611'1/2 MILES SOUTH OF AURARIA, 6 MILES EAST-NORTHEAST OF DAWSONVILLE,
 EE1611'AND 7 MILES WEST-NORTHWEST OF MURRAYVILLE ON THE PROPERTY OF THE
 EE1611'STATE OF GEORGIA.
 EE1611'
 EE1611'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE ROUTE 9E AND
 EE1611'STATE ROUTE 136, APPROXIMATELY 6-3/4 MILES EAST-SOUTHEAST OF
 EE1611'DAWSONVILLE, GO NORTH ALONG STATE ROUTE 9E AND STATE ROUTE 136 FOR
 EE1611'1.0 MILE TO THE JUNCTION OF STATE ROUTE 136 FORKING TO THE
 EE1611'LEFT.  CONTINUE NORTH ALONG STATE ROUTE 9E FOR 5.2 MILES TO THE
 EE1611'JUNCTION OF POT LEG ROAD (COUNTY ROAD 4) AND THE ENTRANCE TO
 EE1611'BLACKBURN STATE PARK TO THE LEFT.  TURN LEFT, GOING WEST ALONG
 EE1611'POT LEG ROAD AND FORKING TO THE SOUTHWEST INTO THE PARK FOR
 EE1611'0.25 MILE TO THE JUNCTION OF A PARK ROAD CROSSING (TENT AND
 EE1611'TRAILER AREA TO THE RIGHT AND MUSEUM TO THE LEFT).  TURN LEFT,
 EE1611'GOING EAST FOR 0.1 MILE TO THE JUNCTION OF A PARK ROAD REVERSE
 EE1611'FORKING TO THE MUSEUM TO THE LEFT.  TURN LEFT, GOING
 EE1611'NORTHEAST ALONG THE PARK ROAD FOR 0.1 MILE TO THE JUNCTION OF A
 EE1611'ROAD TO THE MUSEUM FORKING TO THE RIGHT.  CONTINUE AHEAD,
 EE1611'GOING NORTHEAST FOR 0.05 MILE TO THE PARK MAINTENANCE BARN AND
 EE1611'THE JUNCTION OF A DRIVEWAY TO THE PARK RANGERS RESIDENCE
 EE1611'REVERSE FORKING TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG THE
 EE1611'DRIVEWAY TO ITS TERMINATION AT THE RESIDENCE AND THE STATION
 EE1611'APPROXIMATELY 100 FEET AHEAD AT THE TOP OF A 30 FOOT CUT BANK
 EE1611'OVERLOOKING THE ROAD TO THE MUSEUM.
 EE1611'
 EE1611'THE STATION IS LOCATED 68.0 (SLOPE DISTANCE) FEET NORTH OF THE
 EE1611'CENTERLINE OF THE ROAD TO THE MUSEUM, 82.0 FEET SOUTHEAST OF THE
 EE1611'SOUTHEAST CORNER OF THE HOUSE, 32.5 FEET EAST-SOUTHEAST OF A 16
 EE1611'INCH PINE TREE, 44.5 FEET EAST OF A 14 INCH PINE TREE, AND 7.0
 EE1611'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 EE1611'STAMPED 093-207 SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 EE1611'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 EE1611'STATION IS A STANDARD DISK STAMPED 093-207, SET IN AN IRREGULAR
 EE1611'MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE
 EE1611'OF THE GROUND.
 EE1611'
 EE1611'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE ROAD TO THE
 EE1611'MUSEUM FORKING TO THE RIGHT, GO SOUTHWESTERLY ALONG THE ROAD FOR
 EE1611'0.1 MILE TO ITS TERMINATION AT THE MUSEUM PARKING LOT AND THE
 EE1611'AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 34 FEET NORTHEAST OF THE
 EE1611'CENTER OF THE PARKING AREA, 28.0 FEET NORTHWEST OF A 20 INCH OAK
 EE1611'TREE, 14.5 FEET WEST-SOUTHWEST OF A 12 INCH PINE TREE, 2.0 FEET
 EE1611'NORTHEAST OF A BOARD FENCE, AND 1.6 FEET SOUTHWEST OF A WITNESS
 EE1611'POST.  IT IS A STANDARD DISK STAMPED 093-207 AZMK, SET IN THE
 EE1611'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1611'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1889 ***********************************************************************
 ED1889  DESIGNATION -  BV 093 209
 ED1889  PID         -  ED1889
 ED1889  STATE/COUNTY-  GA/LUMPKIN
 ED1889  USGS QUAD   -  DAHLONEGA (1951)
 ED1889
 ED1889                         *CURRENT SURVEY CONTROL
 ED1889  ___________________________________________________________________
 ED1889* NAD 83(1994)-  34 37 17.17351(N)    083 55 18.96173(W)     ADJUSTED  
 ED1889* NAVD 88     -       526.     (meters)    1726.     (feet)  VERTCON   
 ED1889  ___________________________________________________________________
 ED1889  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 ED1889  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 ED1889
 ED1889  HORZ ORDER  -  SECOND
 ED1889
 ED1889.The horizontal coordinates were established by classical geodetic methods
 ED1889.and adjusted by the National Geodetic Survey in September 1997..
 ED1889
 ED1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1889
 ED1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1889
 ED1889.The geoid height was determined by GEOID03.
 ED1889
 ED1889;                    North         East     Units Scale Factor Converg.
 ED1889;SPC GA W     -   512,458.809   722,441.399   MT  0.99990621   +0 08 20.6
 ED1889;SPC GA W     - 1,681,291.94  2,370,209.82   sFT  0.99990621   +0 08 20.6
 ED1889;UTM  17      - 3,834,946.211   232,105.076   MT  1.00048468   -1 39 39.9
 ED1889;UTM  16      - 3,835,372.591   782,214.574   MT  1.00058180   +1 44 59.9
 ED1889
 ED1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1889!SPC GA W     -   0.99992199  x   0.99990621  =   0.99982821
 ED1889!UTM  17      -   0.99992199  x   1.00048468  =   1.00040663
 ED1889!UTM  16      -   0.99992199  x   1.00058180  =   1.00050374
 ED1889
 ED1889:                Primary Azimuth Mark                     Grid Az
 ED1889:SPC GA W     -  BV 093 209 AZ MK                         204 53 56.6
 ED1889:UTM  17      -  BV 093 209 AZ MK                         206 41 57.1
 ED1889:UTM  16      -  BV 093 209 AZ MK                         203 17 17.3
 ED1889
 ED1889|---------------------------------------------------------------------|
 ED1889| PID    Reference Object                     Distance      Geod. Az  |
 ED1889|                                                           dddmmss.s |
 ED1889| CZ4429 BV 093 209 AZ MK                                   2050217.2 |
 ED1889| ED1893 SISTERS                             APPROX. 3.4 KM 2165953.4 |
 ED1889| ED1890 BV 093 209 GADT 1975 PTA             24.228 METERS 25402     |
 ED1889|---------------------------------------------------------------------|
 ED1889
 ED1889                          SUPERSEDED SURVEY CONTROL
 ED1889
 ED1889  NAD 83(1986)-  34 37 17.18002(N)    083 55 18.96524(W) AD(       ) 2
 ED1889  NAD 27      -  34 37 16.84759(N)    083 55 19.28733(W) AD(       ) 2
 ED1889  NGVD 29 (07/19/86)  526.     (m)         1726.     (f) VERT ANG       
 ED1889
 ED1889.Superseded values are not recommended for survey control.
 ED1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1889.See file dsdata.txt to determine how the superseded data were derived.
 ED1889
 ED1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3210534946(NAD 83)
 ED1889_MARKER: DD = SURVEY DISK
 ED1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1889
 ED1889  HISTORY     - Date     Condition        Report By
 ED1889  HISTORY     - 1975     MONUMENTED       GADT
 ED1889
 ED1889                          STATION DESCRIPTION
 ED1889
 ED1889'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1889'THE STATION IS LOCATED APPROXIMATELY 7 MILES NORTH-NORTHEAST OF
 ED1889'DAHLONEGA, 9 MILES WEST OF CLEVELAND, AND 7-1/2 MILES SOUTHEAST
 ED1889'OF SUCHES ON THE PROPERTY OF LON FIELDS.
 ED1889'
 ED1889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19
 ED1889'(STATE ROUTE 9) AND STATE ROUTE 60, LOCATED AT STONEPILE GAP,
 ED1889'APPROXIMATELY 6-3/4 MILES NORTH OF DAHLONEGA, GO NORTHEASTERLY
 ED1889'ALONG U.S. HIGHWAY 19 FOR 1.15 MILES TO THE JUNCTION OF COUNTY
 ED1889'ROAD 56 TO THE RIGHT.  TURN RIGHT, GOING EASTERLY ALONG COUNTY
 ED1889'ROAD 56 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 55 TO THE
 ED1889'LEFT.  CONTINUE GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED1889'56 FOR 0.6 MILE TO THE JUNCTION OF DIRT COUNTY ROADS 54 AND
 ED1889'56 TO THE LEFT AND PAVED COUNTY ROAD 54 AHEAD.  TURN LEFT,
 ED1889'GOING EAST ALONG DIRT COUNTY ROAD 56 (THE SECOND DIRT ROAD) FOR
 ED1889'APPROXIMATELY 170 FEET TO THE STATION ON THE RIGHT.
 ED1889'
 ED1889'THE STATION IS LOCATED 175 FEET EAST OF THE CENTERLINE OF PAVED
 ED1889'COUNTY ROAD 54, 24 FEET SOUTH OF THE CENTERLINE OF DIRT COUNTY
 ED1889'ROAD 56, 134.5 FEET EAST-SOUTHEAST OF A POWER POLE AT THE JUNCTION
 ED1889'OF THE ROADS, 39.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 ED1889'LIGHT AND DARK BROWN HOUSE TRAILER OWNED BY MELVIN TURNER, AND
 ED1889'2.3 FEET WEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED1889'STANDARD BRASS DISK STAMPED 093-209, SET IN THE TOP OF A 10
 ED1889'INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF
 ED1889'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1889'STAMPED 093-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1889'0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1889'
 ED1889'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 56
 ED1889'AND COUNTY ROAD 54, GO SOUTH ALONG COUNTY ROAD 54 FOR 0.1 MILE
 ED1889'TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 56 FEET
 ED1889'EAST-SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 54, 40.0 FEET
 ED1889'SOUTH-SOUTHEAST OF A POWER POLE, 8.5 FEET NORTHWEST OF A 12
 ED1889'INCH PINE TREE, AND 2.1 FEET WEST-NORTHWEST OF A WITNESS POST.
 ED1889'IT IS A STANDARD DISK STAMPED 093-209 AZMK, SET IN THE TOP OF A
 ED1889'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1889'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1883 ***********************************************************************
 ED1883  DESIGNATION -  BV 093 210
 ED1883  PID         -  ED1883
 ED1883  STATE/COUNTY-  GA/LUMPKIN
 ED1883  USGS QUAD   -  CLEVELAND (1981)
 ED1883
 ED1883                         *CURRENT SURVEY CONTROL
 ED1883  ___________________________________________________________________
 ED1883* NAD 83(1994)-  34 34 54.29847(N)    083 52 23.42604(W)     ADJUSTED  
 ED1883* NAVD 88     -       492.6    (meters)    1616.     (feet)  VERTCON   
 ED1883  ___________________________________________________________________
 ED1883  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 ED1883  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ED1883
 ED1883  HORZ ORDER  -  SECOND
 ED1883
 ED1883.The horizontal coordinates were established by classical geodetic methods
 ED1883.and adjusted by the National Geodetic Survey in September 1997..
 ED1883
 ED1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1883
 ED1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1883
 ED1883.The geoid height was determined by GEOID03.
 ED1883
 ED1883;                    North         East     Units Scale Factor Converg.
 ED1883;SPC GA W     -   508,068.493   726,925.381   MT  0.99990893   +0 09 59.7
 ED1883;SPC GA W     - 1,666,888.05  2,384,921.02   sFT  0.99990893   +0 09 59.7
 ED1883;UTM  17      - 3,830,414.728   236,451.451   MT  1.00045621   -1 37 54.1
 ED1883
 ED1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1883!SPC GA W     -   0.99992726  x   0.99990893  =   0.99983620
 ED1883!UTM  17      -   0.99992726  x   1.00045621  =   1.00038344
 ED1883
 ED1883:                Primary Azimuth Mark                     Grid Az
 ED1883:SPC GA W     -  BV 093 210 AZ MK                         047 11 51.2
 ED1883:UTM  17      -  BV 093 210 AZ MK                         048 59 45.0
 ED1883
 ED1883|---------------------------------------------------------------------|
 ED1883| PID    Reference Object                     Distance      Geod. Az  |
 ED1883|                                                           dddmmss.s |
 ED1883| CZ4430 BV 093 210 AZ MK                                   0472150.9 |
 ED1883| ED1882 CLERMONT ATT MICROWAVE              APPROX. 5.7 KM 1715919.0 |
 ED1883|---------------------------------------------------------------------|
 ED1883
 ED1883                          SUPERSEDED SURVEY CONTROL
 ED1883
 ED1883  NAD 83(1986)-  34 34 54.30552(N)    083 52 23.42884(W) AD(       ) 2
 ED1883  NAD 27      -  34 34 53.96701(N)    083 52 23.75994(W) AD(       ) 2
 ED1883  NGVD 29 (07/19/86)  492.6    (m)         1616.     (f) VERT ANG       
 ED1883
 ED1883.Superseded values are not recommended for survey control.
 ED1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1883.See file dsdata.txt to determine how the superseded data were derived.
 ED1883
 ED1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3645130415(NAD 83)
 ED1883_MARKER: DD = SURVEY DISK
 ED1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1883
 ED1883  HISTORY     - Date     Condition        Report By
 ED1883  HISTORY     - 1975     MONUMENTED       GADT
 ED1883
 ED1883                          STATION DESCRIPTION
 ED1883
 ED1883'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1883'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTH-NORTHEAST OF
 ED1883'GARLAND, 6-1/4 MILES WEST-SOUTHWEST OF CLEVELAND, AND 7-1/4 MILES
 ED1883'EAST OF DAHLONEGA ON THE PROPERTY OF DR. ROBERT R. STIVERS, M.D.
 ED1883'
 ED1883'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 60 AND
 ED1883'U.S. HIGHWAY 19 (STATE ROUTE 9) APPROXIMATELY 6-3/4 MILES
 ED1883'NORTH-NORTHEAST OF DAHLONEGA, GO EASTERLY ALONG U.S. HIGHWAY
 ED1883'19 FOR 3.05 MILES TO THE JUNCTION OF COUNTY ROAD 134 TO THE
 ED1883'RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 134
 ED1883'FOR 2.0 MILES TO THE JUNCTION OF COUNTY ROAD 52 TO THE RIGHT.
 ED1883'TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 52 FOR 2.9 MILES TO THE
 ED1883'BEGINNING OF PAVEMENT.  CONTINUE SOUTH ALONG COUNTY ROAD 52
 ED1883'FOR 0.25 MILE TO THE JUNCTION OF COUNTY ROAD 48 REVERSE
 ED1883'FORKING TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY OVER A
 ED1883'BRIDGE AND THEN BEARING TO THE RIGHT, GOING SOUTHWEST ALONG
 ED1883'COUNTY ROAD 48 FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD 47
 ED1883'TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 47
 ED1883'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ED1883'
 ED1883'THE STATION IS LOCATED 97 FEET NORTHWEST OF THE CENTERLINE OF
 ED1883'COUNTY ROAD 47, 83.5 FEET NORTHWEST OF THE NORTHEASTERN GATE
 ED1883'POST OF A METAL GATE IN A FENCELINE PARALLEL TO THE ROAD, 86.0
 ED1883'FEET NORTHWEST OF THE SOUTHEASTERN GATE AND HINGED POST, 48.0
 ED1883'FEET NORTHEAST OF A POWER POLE, 114.0 FEET EAST-NORTHEAST OF
 ED1883'THE EAST CORNER OF THE DR. ROBERT R. STIVERS, M.D. RESIDENCE,
 ED1883'AND 84.0 FEET NORTHWEST OF A WITNESS POST SET IN THE FENCELINE
 ED1883'NORTHEAST OF THE GATE.  IT IS A STANDARD BRASS DISK STAMPED
 ED1883'093-210, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1
 ED1883'INCH BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1883'STATION IS A STANDARD DISK STAMPED 093-210, SET IN AN
 ED1883'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW
 ED1883'THE SURFACE OF THE GROUND.
 ED1883'
 ED1883'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 ED1883'COUNTY ROAD 47 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 ED1883'28 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 47, 61.0 FEET
 ED1883'NORTHWEST OF A 10 INCH PINE TREE ON THE SOUTHEAST SIDE OF THE
 ED1883'ROAD, 84.0 FEET NORTH OF A POWER POLE ON THE SOUTHEAST SIDE OF
 ED1883'THE ROAD, AND 15.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 ED1883'STANDARD DISK STAMPED 093-210 AZMK, SET IN THE TOP OF A 10 INCH
 ED1883'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1883'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1892 ***********************************************************************
 ED1892  DESIGNATION -  BV 093 211
 ED1892  PID         -  ED1892
 ED1892  STATE/COUNTY-  GA/LUMPKIN
 ED1892  USGS QUAD   -  DAHLONEGA (1951)
 ED1892
 ED1892                         *CURRENT SURVEY CONTROL
 ED1892  ___________________________________________________________________
 ED1892* NAD 83(1994)-  34 33 33.46515(N)    083 56 33.54188(W)     ADJUSTED  
 ED1892* NAVD 88     -       438.     (meters)    1437.     (feet)  VERTCON   
 ED1892  ___________________________________________________________________
 ED1892  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 ED1892  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ED1892
 ED1892  HORZ ORDER  -  SECOND
 ED1892
 ED1892.The horizontal coordinates were established by classical geodetic methods
 ED1892.and adjusted by the National Geodetic Survey in September 1997..
 ED1892
 ED1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1892
 ED1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1892
 ED1892.The geoid height was determined by GEOID03.
 ED1892
 ED1892;                    North         East     Units Scale Factor Converg.
 ED1892;SPC GA W     -   505,561.547   720,557.024   MT  0.99990521   +0 07 37.5
 ED1892;SPC GA W     - 1,658,663.18  2,364,027.50   sFT  0.99990521   +0 07 37.5
 ED1892;UTM  17      - 3,828,107.492   230,003.904   MT  1.00049862   -1 40 12.9
 ED1892;UTM  16      - 3,828,420.463   780,523.553   MT  1.00057008   +1 44 07.6
 ED1892
 ED1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1892!SPC GA W     -   0.99993583  x   0.99990521  =   0.99984104
 ED1892!UTM  17      -   0.99993583  x   1.00049862  =   1.00043442
 ED1892!UTM  16      -   0.99993583  x   1.00057008  =   1.00050587
 ED1892
 ED1892|---------------------------------------------------------------------|
 ED1892| PID    Reference Object                     Distance      Geod. Az  |
 ED1892|                                                           dddmmss.s |
 ED1892| ED1891 BV 093 211 GADT 1975 PTA             21.770 METERS 15721     |
 ED1892| CZ4431 BV 093 211 AZ MK                                   3262427.7 |
 ED1892|---------------------------------------------------------------------|
 ED1892
 ED1892                          SUPERSEDED SURVEY CONTROL
 ED1892
 ED1892  NAD 83(1986)-  34 33 33.47143(N)    083 56 33.54469(W) AD(       ) 2
 ED1892  NAD 27      -  34 33 33.13510(N)    083 56 33.86974(W) AD(       ) 2
 ED1892  NGVD 29 (07/19/86)  438.     (m)         1437.     (f) VERT ANG       
 ED1892
 ED1892.Superseded values are not recommended for survey control.
 ED1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1892.See file dsdata.txt to determine how the superseded data were derived.
 ED1892
 ED1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3000428107(NAD 83)
 ED1892_MARKER: DD = SURVEY DISK
 ED1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1892
 ED1892  HISTORY     - Date     Condition        Report By
 ED1892  HISTORY     - 1975     MONUMENTED       GADT
 ED1892
 ED1892                          STATION DESCRIPTION
 ED1892
 ED1892'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1892'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHEAST OF
 ED1892'DAHLONEGA, 3-3/4 MILES NORTHWEST OF GARLAND, AND 10-1/2 MILES
 ED1892'WEST-SOUTHWEST OF CLEVELAND ON THE PROPERTY OF MR. TRACY GRIZZLE.
 ED1892'
 ED1892'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND STATE
 ED1892'ROUTE 60, AND U.S. HIGHWAY 19 (STATE ROUTE 9) IN DAHLONEGA, GO
 ED1892'NORTHEASTERLY ALONG STATE ROUTE 52 FOR 1.0 MILE TO A BRIDGE OVER
 ED1892'YAHOOLA CREEK.  CONTINUE GOING NORTHEASTERLY ALONG STATE ROUTE 52
 ED1892'FOR 1.1 MILES TO THE JUNCTION OF COUNTY ROAD 90976 TO THE
 ED1892'LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 90976
 ED1892'FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD 61 TO THE LEFT.
 ED1892'TURN LEFT, GOING NORTH ALONG COUNTY ROAD 61 FOR 0.5 MILE TO THE
 ED1892'JUNCTION OF COUNTY ROAD 35 FORKING TO THE RIGHT.  TURN RIGHT,
 ED1892'GOING NORTH ALONG COUNTY ROAD 35 FOR 0.2 MILE TO THE JUNCTION
 ED1892'OF COUNTY ROAD 59 (POSSIBLY ABANDONED) TO THE RIGHT AND THE
 ED1892'STATION ON THE RIGHT.
 ED1892'
 ED1892'THE STATION IS LOCATED 49 FEET SOUTH OF THE CENTERLINE OF COUNTY
 ED1892'ROAD 59, 38 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 35, 57.0
 ED1892'FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 ED1892'OF THE COUNTY ROADS, 105.0 FEET NORTHEAST OF THE SOUTHEAST CORNER
 ED1892'OF AN ABANDONED FRAME HOUSE ON THE WEST SIDE OF COUNTY ROAD 35,
 ED1892'21.0 FEET SOUTHWEST OF A 12 INCH HICKORY TREE, AND 20.7 FEET
 ED1892'EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED1892'093-211, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1892'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1892'IS A STANDARD DISK STAMPED 093-211, SET IN AN IRREGULAR MASS OF
 ED1892'CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE OF
 ED1892'THE GROUND.
 ED1892'
 ED1892'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 61
 ED1892'AND COUNTY ROAD 35, GO NORTHWESTERLY ALONG COUNTY ROAD 61 FOR
 ED1892'0.2 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 35
 ED1892'CROSSING.  TURN RIGHT, GOING NORTHEASTERLY ALONG COUNTY ROAD 35
 ED1892'FOR 0.2 MILE TO THE JUNCTION OF COUNTY ROAD 62 TO THE LEFT.  TURN
 ED1892'LEFT, GOING NORTH ALONG COUNTY ROAD 62 FOR 0.2 MILE TO ITS
 ED1892'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 66 CROSSING
 ED1892'AND THE MARK ON THE LEFT.  IT IS LOCATED 12 FEET
 ED1892'WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 62, 136 FEET
 ED1892'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 ED1892'COUNTY ROADS, 13.0 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 ED1892'3.0 FEET EAST-NORTHEAST OF A FENCELINE, AND 2.5 FEET
 ED1892'EAST-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1892'093-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1892'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1887 ***********************************************************************
 ED1887  DESIGNATION -  BV 093 212
 ED1887  PID         -  ED1887
 ED1887  STATE/COUNTY-  GA/LUMPKIN
 ED1887  USGS QUAD   -  DAHLONEGA (1951)
 ED1887
 ED1887                         *CURRENT SURVEY CONTROL
 ED1887  ___________________________________________________________________
 ED1887* NAD 83(1994)-  34 31 19.20064(N)    083 54 54.79281(W)     ADJUSTED  
 ED1887* NAVD 88     -       433.     (meters)    1421.     (feet)  VERTCON   
 ED1887  ___________________________________________________________________
 ED1887  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 ED1887  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 ED1887
 ED1887  HORZ ORDER  -  SECOND
 ED1887
 ED1887.The horizontal coordinates were established by classical geodetic methods
 ED1887.and adjusted by the National Geodetic Survey in September 1997..
 ED1887
 ED1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1887
 ED1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1887
 ED1887.The geoid height was determined by GEOID03.
 ED1887
 ED1887;                    North         East     Units Scale Factor Converg.
 ED1887;SPC GA W     -   501,430.578   723,084.486   MT  0.99990657   +0 08 33.0
 ED1887;SPC GA W     - 1,645,110.15  2,372,319.68   sFT  0.99990657   +0 08 33.0
 ED1887;UTM  17      - 3,823,896.858   232,402.024   MT  1.00048274   -1 39 11.2
 ED1887
 ED1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1887!SPC GA W     -   0.99993663  x   0.99990657  =   0.99984321
 ED1887!UTM  17      -   0.99993663  x   1.00048274  =   1.00041934
 ED1887
 ED1887:                Primary Azimuth Mark                     Grid Az
 ED1887:SPC GA W     -  CLERMONT ATT MICROWAVE                   077 33 21.2
 ED1887:UTM  17      -  CLERMONT ATT MICROWAVE                   079 21 05.4
 ED1887
 ED1887|---------------------------------------------------------------------|
 ED1887| PID    Reference Object                     Distance      Geod. Az  |
 ED1887|                                                           dddmmss.s |
 ED1887| ED1882 CLERMONT ATT MICROWAVE              APPROX. 4.8 KM 0774154.2 |
 ED1887| CZ4432 BV 093 212 AZ MK                                   2190008.0 |
 ED1887| ED1888 BV 093 212 GADT 1975 PTA             27.491 METERS 31437     |
 ED1887|---------------------------------------------------------------------|
 ED1887
 ED1887                          SUPERSEDED SURVEY CONTROL
 ED1887
 ED1887  NAD 83(1986)-  34 31 19.20748(N)    083 54 54.79463(W) AD(       ) 2
 ED1887  NAD 27      -  34 31 18.86542(N)    083 54 55.12626(W) AD(       ) 2
 ED1887  NGVD 29 (07/19/86)  433.     (m)         1421.     (f) VERT ANG       
 ED1887
 ED1887.Superseded values are not recommended for survey control.
 ED1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1887.See file dsdata.txt to determine how the superseded data were derived.
 ED1887
 ED1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3240223897(NAD 83)
 ED1887_MARKER: DD = SURVEY DISK
 ED1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1887_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1887
 ED1887  HISTORY     - Date     Condition        Report By
 ED1887  HISTORY     - 1975     MONUMENTED       GADT
 ED1887
 ED1887                          STATION DESCRIPTION
 ED1887
 ED1887'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1887'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTHWEST OF
 ED1887'GARLAND, 4 MILES EAST OF DAHLONEGA, AND 7 MILES NORTH OF
 ED1887'MURRAYVILLE ON STATE RIGHT OF WAY.
 ED1887'
 ED1887'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 115 AND
 ED1887'STATE ROUTE 52, LOCATED AT THE COMMUNITY OF GARLAND, APPROXIMATELY
 ED1887'4-1/2 MILES EAST-SOUTHEAST OF DAHLONEGA, GO NORTHWESTERLY ALONG
 ED1887'STATE ROUTE 52 FOR 0.85 MILE TO THE JUNCTION OF COUNTY ROAD 92576
 ED1887'TO THE LEFT AND THE STATION ON THE RIGHT.
 ED1887'
 ED1887'THE STATION IS LOCATED 28.0 FEET NORTH-NORTHEAST OF THE
 ED1887'CENTERLINE OF STATE ROUTE 52, 70 FEET NORTHWEST OF THE POINT OF
 ED1887'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND THE COUNTY ROAD,
 ED1887'33.0 FEET EAST-SOUTHEAST OF A POWER POLE, 88.0 FEET SOUTHEAST OF
 ED1887'A POWER POLE, 31.0 FEET WEST-SOUTHWEST OF A THIRD POWER POLE,
 ED1887'AND 3.7 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 ED1887'STANDARD BRASS DISK STAMPED 093-212 1975, SET IN THE TOP OF A 10
 ED1887'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1887'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1887'093-212 1975, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1887'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1887'
 ED1887'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 ED1887'ALONG COUNTY ROAD 92576 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 ED1887'RIGHT.  IT IS LOCATED 18 FEET NORTHWEST OF THE CENTERLINE OF
 ED1887'COUNTY ROAD 92576, 79.0 FEET NORTH-NORTHEAST OF THE POINT OF
 ED1887'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 92576 AND A FIELD
 ED1887'ROAD TO THE SOUTH-SOUTHEAST, 76.0 FEET NORTHEAST OF A RIGHT OF
 ED1887'WAY MARKER, AND 2.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED1887'STANDARD DISK STAMPED 093-212 1975 AZMK, SET IN THE TOP OF A
 ED1887'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1887'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1864 ***********************************************************************
 DF1864  DESIGNATION -  BV 094 200
 DF1864  PID         -  DF1864
 DF1864  STATE/COUNTY-  GA/MCDUFFIE
 DF1864  USGS QUAD   -  WRIGHTSBORO (1987)
 DF1864
 DF1864                         *CURRENT SURVEY CONTROL
 DF1864  ___________________________________________________________________
 DF1864* NAD 83(1994)-  33 32 51.81171(N)    082 30 35.38644(W)     ADJUSTED  
 DF1864* NAVD 88     -       158.8    (meters)     521.     (feet)  VERTCON   
 DF1864  ___________________________________________________________________
 DF1864  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DF1864  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DF1864
 DF1864  HORZ ORDER  -  SECOND
 DF1864
 DF1864.The horizontal coordinates were established by classical geodetic methods
 DF1864.and adjusted by the National Geodetic Survey in September 1997..
 DF1864
 DF1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1864
 DF1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1864
 DF1864.The geoid height was determined by GEOID03.
 DF1864
 DF1864;                    North         East     Units Scale Factor Converg.
 DF1864;SPC GA E     -   393,395.918   168,133.052   MT  0.99991252   -0 11 22.7
 DF1864;SPC GA E     - 1,290,666.44    551,616.52   sFT  0.99991252   -0 11 22.7
 DF1864;UTM  17      - 3,713,031.288   359,829.557   MT  0.99984223   -0 50 04.3
 DF1864
 DF1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1864!SPC GA E     -   0.99997960  x   0.99991252  =   0.99989212
 DF1864!UTM  17      -   0.99997960  x   0.99984223  =   0.99982183
 DF1864
 DF1864:                Primary Azimuth Mark                     Grid Az
 DF1864:SPC GA E     -  BV 094 200 AZ MK                         165 09 03.1
 DF1864:UTM  17      -  BV 094 200 AZ MK                         165 47 44.7
 DF1864
 DF1864|---------------------------------------------------------------------|
 DF1864| PID    Reference Object                     Distance      Geod. Az  |
 DF1864|                                                           dddmmss.s |
 DF1864| DF2892 BV 094 200 AZ MK                                   1645740.4 |
 DF1864| DF1627 THOMSON CABLE TV MAST               APPROX. 6.0 KM 1685657.8 |
 DF1864| DF1863 BV 094 201                          APPROX. 0.6 KM 1691837.5 |
 DF1864|---------------------------------------------------------------------|
 DF1864
 DF1864                          SUPERSEDED SURVEY CONTROL
 DF1864
 DF1864  NAD 83(1986)-  33 32 51.81692(N)    082 30 35.38287(W) AD(       ) 2
 DF1864  NAD 27      -  33 32 51.33045(N)    082 30 35.91817(W) AD(       ) 2
 DF1864  NGVD 29 (07/19/86)  159.0    (m)          522.     (f) VERT ANG       
 DF1864
 DF1864.Superseded values are not recommended for survey control.
 DF1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1864.See file dsdata.txt to determine how the superseded data were derived.
 DF1864
 DF1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5983013031(NAD 83)
 DF1864_MARKER: DD = SURVEY DISK
 DF1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1864
 DF1864  HISTORY     - Date     Condition        Report By
 DF1864  HISTORY     - 1976     MONUMENTED       GADT
 DF1864
 DF1864                          STATION DESCRIPTION
 DF1864
 DF1864'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1864'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES NORTH OF
 DF1864'THOMSON, 7 MILES EAST-NORTHEAST OF CEDAR ROCK, AND 10-1/2 MILES
 DF1864'NORTHEAST OF CAMAK, ON STATE RIGHT OF WAY.
 DF1864'
 DF1864'TO REACH THE STATION FROM THE
 DF1864'US POST OFFICE IN THOMSON, GO NORTH
 DF1864'ALONG US HIGHWAY 78 (STATE ROUTE 10, STATE ROUTE 17) FOR 0.25
 DF1864'MILE TO THE JUNCTION OF STATE ROUTE 223 TO THE LEFT, AND STATE
 DF1864'ROUTE 150 TO THE RIGHT. CONTINUE GOING NORTH ALONG US HIGHWAY 78
 DF1864'(STATE ROUTE 10, STATE ROUTE 17) FOR 2.9 MILE TO A BRIDGE OVER
 DF1864'INTERSTATE 20. CONTINUE NORTH ALONG US HIGHWAY 78 FOR 1.2 MILES
 DF1864'TO THE JUNCTION OF PAVED COUNTY ROAD 170 TO THE LEFT. CONTINUE
 DF1864'NORTH ALONG US HIGHWAY 78 FOR 1.25 MILES TO THE JUNCTION OF
 DF1864'STATE ROUTE 43 TO THE RIGHT, AND THE AZIMUTH MARK ON THE
 DF1864'RIGHT.  CONTINUE GOING NORTH ALONG US HIGHWAY 78 FOR 0.15 MILE
 DF1864'TO THE STATION ON THE LEFT.
 DF1864'
 DF1864'THE STATION IS LOCATED 48.5 FEET WEST OF THE CENTERLINE OF US
 DF1864'HIGHWAY 78, 52.4 FEET SOUTH OF THE SOUTH END OF AN 18 INCH
 DF1864'CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE WEST, 62.6 FEET
 DF1864'SOUTH-SOUTHEAST OF THE SOUTHERN MOST POST OF A GATE AT THE
 DF1864'DRIVEWAY, 10.0 FEET SOUTHEAST OF THE CORNER OF A FENCE, 48.2
 DF1864'FEET EAST-SOUTHEAST OF A POWER POLE, AND 6.2 FEET EAST OF A
 DF1864'WITNESS POST SET AT A FENCLEINE. IT IS A STANDARD BRASS DISK
 DF1864'STAMPED---094-200 1976---, SET IN THE TOP OF A 10 INCH
 DF1864'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1864'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1864'STAMPED---094-200 1976---, SET IN
 DF1864'AN IRREGULAR MASS OF CONCRETE ABOUT 0.83
 DF1864'METER BELOW THE SURFACE OF THE GROUND.
 DF1864'
 DF1864'THE AZIMUTH MARK IS LOCATED ON THE SOUTHERN CONCRETE TRAFFIC
 DF1864'ISLAND AT THE JUNCTION OF US HIGHWAY 78 AND STATE ROUTE 43, 21
 DF1864'FEET EAST OF THE CENTERLINE OF US HIGHWAY 78, 17 FEET NORTHWEST
 DF1864'OF THE CENTERLINE OF THE US HIGHWAY 78 NORTHBOUND ACCESS LANE
 DF1864'TO STATE ROUTE 43, 24 FEET SOUTH OF THE CENTERLINE OF STATE
 DF1864'ROUTE 43, 48.6 FEET NORTHWEST OF A POWER POLE ON THE SOUTHEAST
 DF1864'SIDE OF THE US HIGHWAY 78 NORTHBOUND ACCESS LANE TO STATE ROUTE
 DF1864'43, AND 4.7 FEET SOUTH OF A (STOP) SIGN WITH A WITNESS POST
 DF1864'ATTACHED. IT IS A STANDARD DISK STAMPED---094-200 1976
 DF1864'AZMK---, SET IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF
 DF1864'THE CONCRETE.
 DF1864'
 DF1864'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1863 ***********************************************************************
 DF1863  DESIGNATION -  BV 094 201
 DF1863  PID         -  DF1863
 DF1863  STATE/COUNTY-  GA/MCDUFFIE
 DF1863  USGS QUAD   -  WRIGHTSBORO (1987)
 DF1863
 DF1863                         *CURRENT SURVEY CONTROL
 DF1863  ___________________________________________________________________
 DF1863* NAD 83(1994)-  33 32 33.50903(N)    082 30 31.26061(W)     ADJUSTED  
 DF1863* NAVD 88     -       159.7    (meters)     524.     (feet)  VERTCON   
 DF1863  ___________________________________________________________________
 DF1863  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DF1863  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DF1863
 DF1863  HORZ ORDER  -  SECOND
 DF1863
 DF1863.The horizontal coordinates were established by classical geodetic methods
 DF1863.and adjusted by the National Geodetic Survey in September 1997..
 DF1863
 DF1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1863
 DF1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1863
 DF1863.The geoid height was determined by GEOID03.
 DF1863
 DF1863;                    North         East     Units Scale Factor Converg.
 DF1863;SPC GA E     -   392,831.723   168,237.619   MT  0.99991243   -0 11 20.3
 DF1863;SPC GA E     - 1,288,815.41    551,959.59   sFT  0.99991243   -0 11 20.3
 DF1863;UTM  17      - 3,712,465.991   359,927.760   MT  0.99984189   -0 50 01.6
 DF1863
 DF1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1863!SPC GA E     -   0.99997946  x   0.99991243  =   0.99989189
 DF1863!UTM  17      -   0.99997946  x   0.99984189  =   0.99982135
 DF1863
 DF1863:                Primary Azimuth Mark                     Grid Az
 DF1863:SPC GA E     -  THOMSON KINGSLEY MILL TANK               165 54 10.0
 DF1863:UTM  17      -  THOMSON KINGSLEY MILL TANK               166 32 51.3
 DF1863
 DF1863|---------------------------------------------------------------------|
 DF1863| PID    Reference Object                     Distance      Geod. Az  |
 DF1863|                                                           dddmmss.s |
 DF1863| DF1861 THOMSON KINGSLEY MILL TANK          APPROX. 1.9 KM 1654249.7 |
 DF1863| DF2893 BV 094 201 AZ MK                                   1710434.9 |
 DF1863| DF1864 BV 094 200                          APPROX. 0.6 KM 3491839.8 |
 DF1863|---------------------------------------------------------------------|
 DF1863
 DF1863                          SUPERSEDED SURVEY CONTROL
 DF1863
 DF1863  NAD 83(1986)-  33 32 33.51425(N)    082 30 31.25707(W) AD(       ) 2
 DF1863  NAD 27      -  33 32 33.02724(N)    082 30 31.79237(W) AD(       ) 2
 DF1863  NGVD 29 (07/19/86)  159.9    (m)          525.     (f) VERT ANG       
 DF1863
 DF1863.Superseded values are not recommended for survey control.
 DF1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1863.See file dsdata.txt to determine how the superseded data were derived.
 DF1863
 DF1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5992812466(NAD 83)
 DF1863_MARKER: DD = SURVEY DISK
 DF1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1863_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1863
 DF1863  HISTORY     - Date     Condition        Report By
 DF1863  HISTORY     - 1976     MONUMENTED       GADT
 DF1863
 DF1863                          STATION DESCRIPTION
 DF1863
 DF1863'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1863'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES NORTH OF
 DF1863'THOMSON, 7 MILES EAST-NORTHEAST OF CEDAR ROCK, AND 10-1/4
 DF1863'MILES NORTHEAST OF CAMAK ON STATE RIGHT OF WAY.
 DF1863'
 DF1863'TO REACH THE STATION FROM THE US POST OFFICE IN THOMSON, GO
 DF1863'NORTH ALONG US HIGHWAY 78 (STATE ROUTE 10, STATE ROUTE 17) FOR
 DF1863'0.25 MILES TO THE JUNCTION OF STATE ROUTE 223 TO THE LEFT, AND
 DF1863'STATE ROUTE 150 TO THE RIGHT. CONTINUE NORTH ALONG US HIGHWAY
 DF1863'78 (STATE ROUTE 10, STATE ROUTE 17) FOR 2.9 MILES TO THE
 DF1863'JUNCTION OF INTERSTATE 20 CROSSING. CONTINUE NORTH ALONG US
 DF1863'HIGHWAY 78 FOR 1.2 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1863'170 TO THE LEFT. CONTINUE NORTH ALONG US HIGHWAY 78 FOR 0.85
 DF1863'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 8 (OLD WRIGHTSBORO
 DF1863'AUGUSTA ROAD) CROSSING, AND THE AZIMUTH MARK ON THE LEFT.
 DF1863'CONTINUE NORTH ALONG US HIGHWAY 78 FOR 0.2 MILE TO THE
 DF1863'STATION ON THE LEFT.
 DF1863'
 DF1863'THE STATION IS LOCATED 24 FEET WEST OF THE CENTERLINE OF US
 DF1863'HIGHWAY 78, 4.0 FEET SOUTHWEST OF MAIL BOX NUMBER 127, 3.7 FEET
 DF1863'NORTHWEST OF ANOTHER MAIL BOX, 116.4 FEET SOUTH-SOUTHEAST OF A
 DF1863'DIXIE GAS PIPELINE MARKER, 101.4 FEET NORTHEAST OF THE HINGED
 DF1863'POST OF A GATE FOR A ROAD ENTERING A FIELD, 71.0 FEET NORTH-
 DF1863'NORTHEAST OF A 24 INCH MAGNOLIA TREE, 133.4 FEET NORTH-NORTHEAST
 DF1863'OF A 26 INCH MAGNOLIA TREE, 85.7 FEET NORTH OF THE NORTHERN END
 DF1863'OF AN 18 INCH CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE
 DF1863'SOUTHWEST, AND 3.0 FEET WEST OF A WITNESS POST. IT IS A
 DF1863'STANDARD BRASS DISK STAMPED---094-201 1976---, SET IN THE TOP
 DF1863'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1863'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1863'STANDARD DISK STAMPED---094-201 1976---,
 DF1863'SET IN AN IRREGULAR MASS OF CONCRETE
 DF1863'ABOUT 0.81 METER BELOW THE SURFACE OF THE
 DF1863'GROUND.
 DF1863'
 DF1863'THE AZIMUTH MARK IS LOCATED 41 FEET WEST OF THE CENTERLINE OF
 DF1863'US HIGHWAY 78, 19.8 FEET NORTH-NORTHEAST OF A BRICK COLUMN IN A
 DF1863'WOOD FENCELINE, 63.0 FEET NORTH OF ANOTHER BRICK COLUMN, 3.7
 DF1863'FEET EAST OF A (SEYMOUR STABLES) SIGN POST, 30.5 FEET SOUTH OF
 DF1863'THE CENTERLINE OF COUNTY ROAD 8, AND 2.3 FEET EAST OF A WITNESS
 DF1863'POST. IT IS A STANDARD DISK STAMPED---094-201 1976 AZMK---, SET
 DF1863'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1863'BELOW THE SURFACE OF THE GROUND.
 DF1863'
 DF1863'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1862 ***********************************************************************
 DF1862  DESIGNATION -  BV 094 202
 DF1862  PID         -  DF1862
 DF1862  STATE/COUNTY-  GA/MCDUFFIE
 DF1862  USGS QUAD   -  WRIGHTSBORO (1987)
 DF1862
 DF1862                         *CURRENT SURVEY CONTROL
 DF1862  ___________________________________________________________________
 DF1862* NAD 83(1994)-  33 31 40.36032(N)    082 30 19.27510(W)     ADJUSTED  
 DF1862* NAVD 88     -       150.7    (meters)     494.     (feet)  VERTCON   
 DF1862  ___________________________________________________________________
 DF1862  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF1862  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DF1862
 DF1862  HORZ ORDER  -  SECOND
 DF1862
 DF1862.The horizontal coordinates were established by classical geodetic methods
 DF1862.and adjusted by the National Geodetic Survey in September 1997..
 DF1862
 DF1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1862
 DF1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1862
 DF1862.The geoid height was determined by GEOID03.
 DF1862
 DF1862;                    North         East     Units Scale Factor Converg.
 DF1862;SPC GA E     -   391,193.378   168,541.459   MT  0.99991220   -0 11 13.5
 DF1862;SPC GA E     - 1,283,440.27    552,956.44   sFT  0.99991220   -0 11 13.5
 DF1862;UTM  17      - 3,710,824.447   360,213.128   MT  0.99984091   -0 49 53.8
 DF1862
 DF1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1862!SPC GA E     -   0.99998087  x   0.99991220  =   0.99989307
 DF1862!UTM  17      -   0.99998087  x   0.99984091  =   0.99982178
 DF1862
 DF1862:                Primary Azimuth Mark                     Grid Az
 DF1862:SPC GA E     -  BV 094 202 AZ MK                         271 21 32.0
 DF1862:UTM  17      -  BV 094 202 AZ MK                         272 00 12.3
 DF1862
 DF1862|---------------------------------------------------------------------|
 DF1862| PID    Reference Object                     Distance      Geod. Az  |
 DF1862|                                                           dddmmss.s |
 DF1862| DF2894 BV 094 202 AZ MK                                   2711018.5 |
 DF1862|---------------------------------------------------------------------|
 DF1862
 DF1862                          SUPERSEDED SURVEY CONTROL
 DF1862
 DF1862  NAD 83(1986)-  33 31 40.36556(N)    082 30 19.27166(W) AD(       ) 2
 DF1862  NAD 27      -  33 31 39.87718(N)    082 30 19.80702(W) AD(       ) 2
 DF1862  NGVD 29 (07/19/86)  150.9    (m)          495.     (f) VERT ANG       
 DF1862
 DF1862.Superseded values are not recommended for survey control.
 DF1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1862.See file dsdata.txt to determine how the superseded data were derived.
 DF1862
 DF1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6021310824(NAD 83)
 DF1862_MARKER: DD = SURVEY DISK
 DF1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1862
 DF1862  HISTORY     - Date     Condition        Report By
 DF1862  HISTORY     - 1976     MONUMENTED       GADT
 DF1862
 DF1862                          STATION DESCRIPTION
 DF1862
 DF1862'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1862'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH OF
 DF1862'THOMSON, 7 MILES EAST-NORTHEAST OF CEDAR ROCK, AND 9-3/4 MILES
 DF1862'NORTHEAST OF CAMAK ON STATE RIGHT OF WAY.
 DF1862'
 DF1862'TO REACH THE STATION FROM THE US POST OFFICE IN THOMSON, GO
 DF1862'NORTH ALONG US HIGHWAY 78 (STATE ROUTE 10, STATE ROUTE 17) FOR
 DF1862'0.25 MILE TO THE JUNCTION OF STATE ROUTE 223 TO THE LEFT AND
 DF1862'STATE ROUTE 150 TO THE RIGHT. CONTINUE GOING NORTH ALONG US
 DF1862'HIGHWAY 78 FOR 2.9 MILES TO THE JUNCTION OF INTERSTATE 20
 DF1862'CROSSING.  CONTINUE GOING NORTH ALONG US HIGHWAY 78 FOR 1.2
 DF1862'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 170 TO THE LEFT, AND
 DF1862'THE STATION ON THE RIGHT.
 DF1862'
 DF1862'THE STATION IS LOCATED 46 FEET EAST OF THE CENTER LINE OF US
 DF1862'HIGHWAY 78, 47.8 FEET EAST-NORTHEAST OF THE THE POINT OF
 DF1862'INTERSECTION OF THE CENTERLINES OF US HIGHWAY 78, AND COUNTY
 DF1862'ROAD 170, 209.0 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 205.5
 DF1862'FEET WEST-NORTHWEST OF ANOTHER FIRE HYDRANT, AND 3.0 FEET EAST
 DF1862'OF A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---094-202
 DF1862'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1862'2 INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF1862'STATION IS A STANDARD DISK STAMPED---094-203 1976---, SET IN
 DF1862'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.77 METER BELOW
 DF1862'THE SURFACE OF THE GROUND.
 DF1862'
 DF1862'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG COUNTY
 DF1862'ROAD 170 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT. IT IS
 DF1862'LOCATED 36 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 170, 90.8
 DF1862'FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 DF1862'OF COUNTY ROAD 170, AND A DIRT TRACK ROAD TO THE SOUTH, 49.9
 DF1862'FEET WEST OF A POWER POLE, AND 2.0 FEET SOUTH OF A WITNESS POST.
 DF1862'IT IS A STANDARD DISK STAMPED---094-202 1976 AZMK---, SET IN
 DF1862'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1862'THE SURFACE OF THE GROUND.
 DF1862'
 DF1862'HEIGHT OF LIGHT ABOVE MARK 1.5 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1860 ***********************************************************************
 DF1860  DESIGNATION -  BV 094 203
 DF1860  PID         -  DF1860
 DF1860  STATE/COUNTY-  GA/MCDUFFIE
 DF1860  USGS QUAD   -  WRIGHTSBORO (1987)
 DF1860
 DF1860                         *CURRENT SURVEY CONTROL
 DF1860  ___________________________________________________________________
 DF1860* NAD 83(1994)-  33 30 42.40014(N)    082 30 08.41748(W)     ADJUSTED  
 DF1860* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 DF1860  ___________________________________________________________________
 DF1860  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF1860  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DF1860
 DF1860  HORZ ORDER  -  SECOND
 DF1860
 DF1860.The horizontal coordinates were established by classical geodetic methods
 DF1860.and adjusted by the National Geodetic Survey in September 1997..
 DF1860
 DF1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1860
 DF1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1860
 DF1860.The geoid height was determined by GEOID03.
 DF1860
 DF1860;                    North         East     Units Scale Factor Converg.
 DF1860;SPC GA E     -   389,406.917   168,815.822   MT  0.99991199   -0 11 07.2
 DF1860;SPC GA E     - 1,277,579.19    553,856.58   sFT  0.99991199   -0 11 07.2
 DF1860;UTM  17      - 3,709,035.142   360,467.363   MT  0.99984003   -0 49 46.5
 DF1860
 DF1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1860!SPC GA E     -   0.99998005  x   0.99991199  =   0.99989205
 DF1860!UTM  17      -   0.99998005  x   0.99984003  =   0.99982009
 DF1860
 DF1860:                Primary Azimuth Mark                     Grid Az
 DF1860:SPC GA E     -  BV 094 203 AZ MK                         083 59 28.4
 DF1860:UTM  17      -  BV 094 203 AZ MK                         084 38 07.7
 DF1860
 DF1860|---------------------------------------------------------------------|
 DF1860| PID    Reference Object                     Distance      Geod. Az  |
 DF1860|                                                           dddmmss.s |
 DF1860| DF2895 BV 094 203 AZ MK                                   0834821.2 |
 DF1860| DF1637 THOMSON GA DEPT HEALTH RAD TWR      APPROX. 1.4 KM 1863445.6 |
 DF1860|---------------------------------------------------------------------|
 DF1860
 DF1860                          SUPERSEDED SURVEY CONTROL
 DF1860
 DF1860  NAD 83(1986)-  33 30 42.40537(N)    082 30 08.41406(W) AD(       ) 2
 DF1860  NAD 27      -  33 30 41.91548(N)    082 30 08.95009(W) AD(       ) 2
 DF1860  NGVD 29 (07/19/86)  156.1    (m)          512.     (f) VERT ANG       
 DF1860
 DF1860.Superseded values are not recommended for survey control.
 DF1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1860.See file dsdata.txt to determine how the superseded data were derived.
 DF1860
 DF1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6046709035(NAD 83)
 DF1860_MARKER: DD = SURVEY DISK
 DF1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1860
 DF1860  HISTORY     - Date     Condition        Report By
 DF1860  HISTORY     - 1976     MONUMENTED       GADT
 DF1860
 DF1860                          STATION DESCRIPTION
 DF1860
 DF1860'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1860'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTH OF THOMSON, 6-3/4
 DF1860'MILES EAST OF CEDAR ROCK, AND 9-1/2 MILES EAST-NORTHEAST OF
 DF1860'CAMAK ON STATE RIGHT OF WAY.
 DF1860'
 DF1860'TO REACH THE STATION FROM THE US POST OFFICE IN THOMSON, GO
 DF1860'NORTH ALONG US HIGHWAY 78 (STATE ROUTE 10, STATE ROUTE 17) FOR
 DF1860'0.25 MILE TO THE JUNCTION OF STATE ROUTE 223 TO THE LEFT, AND
 DF1860'STATE ROUTE 150 TO THE RIGHT. CONTINUE GOING NORTH ALONG US
 DF1860'HIGHWAY 78 FOR 2.9 MILES TO THE JUNCTION OF INTERSTATE 20
 DF1860'CROSSING AND THE STATION ON THE RIGHT.
 DF1860'
 DF1860'THE STATION IS LOCATED 21.5 FEET EAST OF THE CENTERLINE OF US
 DF1860'HIGHWAY 78, 12.8 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 DF1860'OF THE NORTHEASTERN MOST PARAPET BARRIER END POST OF THE US
 DF1860'HIGHWAY 78 BRIDGE OVER INTERSTATE 20, 5.6 FEET NORTHEAST OF THE
 DF1860'NORTHEAST CORNER OF A 12 INCH BRIDGE WING WALL, 16.4 FEET NORTH-
 DF1860'NORTHEAST OF THE SOUTHEAST CORNER OF THE WINGWALL, AND 3.5 FEET
 DF1860'EAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1860'STAMPED---094-203 1976---, SET IN THE
 DF1860'TOP OF A 10 INCH CYLINDRICAL
 DF1860'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1860'UNDERGROUND STATION IS A STANDARD DISK
 DF1860'STAMPED---094-203 1976---,
 DF1860'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80
 DF1860'METER BELOW THE SURFACE OF THE GROUND.
 DF1860'
 DF1860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG US
 DF1860'HIGHWAY 78 FOR ABOUT 0.05 MILE TO THE INTERSTATE 20 NORTH RIGHT
 DF1860'OF WAY FENCELINE. PACK WEST ALONG THE RIGHT OF WAY FENCELINE ON
 DF1860'INTERSTATE RIGHT OF WAY FOR ABOUT 0.25 MILE TO A (THOMSON-
 DF1860'WASHINGTON-78-17) SIGN AND THE AZIMUTH MARK ON THE RIGHT. IT IS
 DF1860'LOCATED 54 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DF1860'INTERSTATE 20 WEST BOUND LANE, 2.6 FEET SOUTH-SOUTHEAST OF THE
 DF1860'NORTHERN MOST ONE OF THREE POSTS SUPPORTING THE (THOMSON-
 DF1860'WASHINGTON) SIGN 2.8 FEET NORTH-NORTHWEST OF THE CENTER SIGN
 DF1860'POST, 127.4 FEET WEST-SOUTHWEST OF A CORNER FENCE POST WHERE
 DF1860'A NORTH-SOUTH FENCELINE INTERSECTS THE RIGHT OF WAY
 DF1860'FENCELINE, AND 3.2 FEET NORTH-NORTHWEST OF A WITNESS POST. IT
 DF1860'IS A STANDARD DISK STAMPED---094-203 1976 AZMK---, SET IN
 DF1860'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1860'BELOW THE SURFACE OF THE GROUND.
 DF1860'
 DF1860'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1265 ***********************************************************************
 DF1265  DESIGNATION -  BV 094 204
 DF1265  PID         -  DF1265
 DF1265  STATE/COUNTY-  GA/MCDUFFIE
 DF1265  USGS QUAD   -  WINFIELD (1979)
 DF1265
 DF1265                         *CURRENT SURVEY CONTROL
 DF1265  ___________________________________________________________________
 DF1265* NAD 83(1994)-  33 30 49.89871(N)    082 28 37.27043(W)     ADJUSTED  
 DF1265* NAVD 88     -       153.0    (meters)     502.     (feet)  VERTCON   
 DF1265  ___________________________________________________________________
 DF1265  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DF1265  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF1265
 DF1265  HORZ ORDER  -  SECOND
 DF1265
 DF1265.The horizontal coordinates were established by classical geodetic methods
 DF1265.and adjusted by the National Geodetic Survey in September 1997..
 DF1265
 DF1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1265
 DF1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1265
 DF1265.The geoid height was determined by GEOID03.
 DF1265
 DF1265;                    North         East     Units Scale Factor Converg.
 DF1265;SPC GA E     -   389,630.600   171,168.644   MT  0.99991024   -0 10 16.9
 DF1265;SPC GA E     - 1,278,313.06    561,575.79   sFT  0.99991024   -0 10 16.9
 DF1265;UTM  17      - 3,709,232.340   362,822.375   MT  0.99983200   -0 48 56.3
 DF1265
 DF1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1265!SPC GA E     -   0.99998052  x   0.99991024  =   0.99989076
 DF1265!UTM  17      -   0.99998052  x   0.99983200  =   0.99981252
 DF1265
 DF1265:                Primary Azimuth Mark                     Grid Az
 DF1265:SPC GA E     -  BV 094 204 AZ MK                         016 19 29.9
 DF1265:UTM  17      -  BV 094 204 AZ MK                         016 58 09.3
 DF1265
 DF1265|---------------------------------------------------------------------|
 DF1265| PID    Reference Object                     Distance      Geod. Az  |
 DF1265|                                                           dddmmss.s |
 DF1265| DF2896 BV 094 204 AZ MK                                   0160913.0 |
 DF1265| DF1621 THOMSON ATT MICROWAVE               APPROX. 1.8 KM 1754207.6 |
 DF1265|---------------------------------------------------------------------|
 DF1265
 DF1265                          SUPERSEDED SURVEY CONTROL
 DF1265
 DF1265  NAD 83(1986)-  33 30 49.90391(N)    082 28 37.26697(W) AD(       ) 2
 DF1265  NAD 27      -  33 30 49.41366(N)    082 28 37.80610(W) AD(       ) 2
 DF1265  NGVD 29 (07/19/86)  153.2    (m)          503.     (f) VERT ANG       
 DF1265
 DF1265.Superseded values are not recommended for survey control.
 DF1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1265.See file dsdata.txt to determine how the superseded data were derived.
 DF1265
 DF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6282209232(NAD 83)
 DF1265_MARKER: DD = SURVEY DISK
 DF1265_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF1265+WITH SETTING: PAVEMENT
 DF1265
 DF1265  HISTORY     - Date     Condition        Report By
 DF1265  HISTORY     - 1976     MONUMENTED       GADT
 DF1265
 DF1265                          STATION DESCRIPTION
 DF1265
 DF1265'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1265'THE STATION IS ABOUT 3-1/2 MILES NORTH NORTHEAST OF THOMSON,
 DF1265'8-1/4 MILES EAST OF CEDAR ROCK, AND 8-3/4 MILES NORTHWEST OF
 DF1265'DEARING ON STATE RIGHT OF WAY.
 DF1265'
 DF1265'TO REACH THE STATION FROM THE US POST OFFICE IN THOMSON, GO
 DF1265'NORTH ALONG US HIGHWAY 78 (STATE ROUTE 17, STATE ROUTE 10) FOR
 DF1265'0.25 MILE TO THE JUNCTION OF STATE ROUTE 223 TO THE LEFT AND
 DF1265'STATE ROUTE 150 TO THE RIGHT. TURN RIGHT GOING NORTHEAST ALONG
 DF1265'STATE ROUTE 150 FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 24
 DF1265'(SCUFFLING ROAD) TO THE LEFT. TURN LEFT GOING NORTH ALONG COUNTY
 DF1265'ROAD 24 FOR 1.3 MILES TO THE SOUTH END OF A BRIDGE OVER
 DF1265'INTERSTATE 20 AND THE STATION ON THE LEFT.
 DF1265'
 DF1265'THE STATION IS LOCATED IN THE BRIDGE CONCRETE APPROACH SLAB 8
 DF1265'FEET WEST-SOUTHWEST OF THE CENTER LINE OF COUNTY ROAD 24, 7.0
 DF1265'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHWEST
 DF1265'PARAPET BARRIER END POST OF THE BRIDGE, 9.1 FEET NORTHEAST OF
 DF1265'THE SOUTHEAST CORNER OF THE SOUTHWEST WING WALL OF THE BRIDGE
 DF1265'22.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DF1265'SOUTHEAST PARAPET BARRIER END POST, AND 9.8 FEET EAST-NORTHEAST
 DF1265'OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1265'STAMPED---094-204 1976---, SET IN A 1 INCH DRILL HOLE FLUSH
 DF1265'WITH THE CONCRETE BRIDGE APPROACH SLAB.
 DF1265'
 DF1265'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1265'NORTH ALONG COUNTY ROAD 24 FOR 0.6 MILE TO THE AZIMUTH MARK ON
 DF1265'THE LEFT. IT IS LOCATED 38 FEET WEST-NORTHWEST OF THE CENTER
 DF1265'LINE OF COUNTY ROAD 24, 129.4 FEET WEST-SOUTHWEST OF THE
 DF1265'SOUTHERN MOST HINGED POST OF A GATE IN A FENCELINE ON THE EAST
 DF1265'SIDE OF THE ROAD, 105.7 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 DF1265'175.8 FEET SOUTHWEST OF A TELEPHONE POLE ON THE EAST SIDE OF
 DF1265'THE ROAD, AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT
 DF1265'A FENCELINE. IT IS A STANDARD DISK STAMPED---094-204 1976
 DF1265'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1265'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1265'
 DF1265'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1868 ***********************************************************************
 DF1868  DESIGNATION -  BV 094 205
 DF1868  PID         -  DF1868
 DF1868  STATE/COUNTY-  GA/MCDUFFIE
 DF1868  USGS QUAD   -  WRIGHTSBORO (1987)
 DF1868
 DF1868                         *CURRENT SURVEY CONTROL
 DF1868  ___________________________________________________________________
 DF1868* NAD 83(1994)-  33 33 20.84062(N)    082 34 56.82336(W)     ADJUSTED  
 DF1868* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 DF1868  ___________________________________________________________________
 DF1868  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF1868  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DF1868
 DF1868  HORZ ORDER  -  SECOND
 DF1868
 DF1868.The horizontal coordinates were established by classical geodetic methods
 DF1868.and adjusted by the National Geodetic Survey in September 1997..
 DF1868
 DF1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1868
 DF1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1868
 DF1868.The geoid height was determined by GEOID03.
 DF1868
 DF1868;                    North         East     Units Scale Factor Converg.
 DF1868;SPC GA E     -   394,314.889   161,392.799   MT  0.99991837   -0 13 47.4
 DF1868;SPC GA E     - 1,293,681.43    529,502.87   sFT  0.99991837   -0 13 47.4
 DF1868;UTM  17      - 3,714,026.009   353,100.487   MT  0.99986604   -0 52 29.5
 DF1868
 DF1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1868!SPC GA E     -   0.99998052  x   0.99991837  =   0.99989889
 DF1868!UTM  17      -   0.99998052  x   0.99986604  =   0.99984656
 DF1868
 DF1868:                Primary Azimuth Mark                     Grid Az
 DF1868:SPC GA E     -  BV 094 205 AZ MK                         119 04 42.8
 DF1868:UTM  17      -  BV 094 205 AZ MK                         119 43 24.9
 DF1868
 DF1868|---------------------------------------------------------------------|
 DF1868| PID    Reference Object                     Distance      Geod. Az  |
 DF1868|                                                           dddmmss.s |
 DF1868| DF2897 BV 094 205 AZ MK                                   1185055.4 |
 DF1868| DF1869 BV 094 205 GADT 1976 PTA             14.203 METERS 34359     |
 DF1868|---------------------------------------------------------------------|
 DF1868
 DF1868                          SUPERSEDED SURVEY CONTROL
 DF1868
 DF1868  NAD 83(1986)-  33 33 20.84602(N)    082 34 56.82004(W) AD(       ) 2
 DF1868  NAD 27      -  33 33 20.36018(N)    082 34 57.34559(W) AD(       ) 2
 DF1868  NGVD 29 (07/19/86)  153.     (m)          502.     (f) VERT ANG       
 DF1868
 DF1868.Superseded values are not recommended for survey control.
 DF1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1868.See file dsdata.txt to determine how the superseded data were derived.
 DF1868
 DF1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5310014026(NAD 83)
 DF1868_MARKER: DD = SURVEY DISK
 DF1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1868
 DF1868  HISTORY     - Date     Condition        Report By
 DF1868  HISTORY     - 1976     MONUMENTED       GADT
 DF1868
 DF1868                          STATION DESCRIPTION
 DF1868
 DF1868'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1868'THE STATION IS ABOUT 4-1/4 MILES NORTH-NORTHEAST OF CEDAR ROCK,
 DF1868'4-3/4 MILES EAST-NORTHEAST OF CADLEY, AND 7-3/4 MILES NORTHWEST
 DF1868'OF THOMSON ON THE PROPERTY OF ALLEN PANNELL.
 DF1868'
 DF1868'TO REACH THE STATION FROM THE NORTHERN MOST JUNCTION OF U.S.
 DF1868'HIGHWAY 78 (STATE ROUTE 17, STATE ROUTE 10), STATE ROUTE 150,
 DF1868'AND STATE ROUTE 223 IN THOMSON, GO NORTH ALONG U.S. HIGHWAY 78
 DF1868'(STATE ROUTES 17 AND 10) FOR 0.9 MILE TO THE JUNCTION OF COUNTY
 DF1868'ROAD 92150 (THOMSON-WASHINGTON ROAD) FORKING TO THE LEFT. TURN
 DF1868'LEFT GOING NORTHWEST ALONG COUNTY ROAD 92150 FOR 2.15 MILES TO
 DF1868'THE CENTER OF A BRIDGE OVER INTERSTATE 20. CONTINUE GOING NORTH
 DF1868'ALONG COUNTY ROAD 92150 FOR 1.45 MILES TO THE EAST END OF A
 DF1868'BRIDGE OVER MATTOX CREEK. CONTINUE GOING WEST ALONG COUNTY
 DF1868'ROAD 92150 FOR 3.1 MILES TO THE EAST END OF A BRIDGE OVER
 DF1868'MIDDLE CREEK. CONTINUE GOING WEST ALONG COUNTY ROAD 92150
 DF1868'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 DF1868'WEST ALONG COUNTY ROAD 92150 FOR 0.2 MILE TO THE JUNCTION
 DF1868'OF PAVED COUNTY ROAD 91649 CROSSING. CONTINUE GOING WEST
 DF1868'ALONG COUNTY ROAD 92150 FOR 0.05 MILE TO THE STATION ON THE
 DF1868'LEFT.
 DF1868'
 DF1868'THE STATION IS LOCATED 20.5 FEET SOUTHWEST OF THE CENTERLINE OF
 DF1868'THE COUNTY ROAD, 235 FEET WEST-NORTHWEST OF THE POINT OF
 DF1868'INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 92150 AND 91649,
 DF1868'292.7 FEET WEST OF A RIGHT OF WAY MARKER IN THE EASTERN QUADRANT
 DF1868'OF THE JUNCTION OF THE COUNTY ROADS, 117.7 FEET SOUTH-SOUTHWEST
 DF1868'OF THE WESTERN CORNER OF THE FRONT PORCH OF THE J.J. TURNER
 DF1868'RESIDENCE ON THE NORTHEAST SIDE OF COUNTY ROAD 92150, 86.3 FEET
 DF1868'SOUTH OF AN 18 INCH PINE TREE ON THE NORTHEAST SIDE OF THE
 DF1868'ROAD, AND 2.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 DF1868'STANDARD BRASS DISK STAMPED---094-205 1976---, SET IN THE TOP OF
 DF1868'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1868'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1868'STANDARD DISK STAMPED---094-205 1976---, SET IN A
 DF1868'5 INCH CYLINDRICAL CONCRETE BLOCK ABOUT 0.76 METER BELOW THE
 DF1868'SURFACE OF THE GROUND.
 DF1868'
 DF1868'THE AZIMUTH MARK IS LOCATED 22.5 FEET NORTH-NORTHEAST OF THE
 DF1868'CENTERLINE OF COUNTY ROAD 92150, 58.0 FEET NORTHEAST OF AN
 DF1868'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTHWESTERN SIDE
 DF1868'OF THE ROAD, 58.7 FEET NORTHWEST OF A (STOP AHEAD) SIGN POST,
 DF1868'7.0 FEET SOUTH OF A 12 INCH PINE TREE, AND 2.3 FEET SOUTHWEST
 DF1868'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---094-205 1976
 DF1868'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1868'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1868'
 DF1868'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1267 ***********************************************************************
 DF1267  DESIGNATION -  BV 094 206
 DF1267  PID         -  DF1267
 DF1267  STATE/COUNTY-  GA/MCDUFFIE
 DF1267  USGS QUAD   -  WINFIELD (1979)
 DF1267
 DF1267                         *CURRENT SURVEY CONTROL
 DF1267  ___________________________________________________________________
 DF1267* NAD 83(1994)-  33 37 03.12153(N)    082 28 53.86962(W)     ADJUSTED  
 DF1267* NAVD 88     -       137.     (meters)     449.     (feet)  VERTCON   
 DF1267  ___________________________________________________________________
 DF1267  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DF1267  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF1267
 DF1267  HORZ ORDER  -  SECOND
 DF1267
 DF1267.The horizontal coordinates were established by classical geodetic methods
 DF1267.and adjusted by the National Geodetic Survey in September 1997..
 DF1267
 DF1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1267
 DF1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1267
 DF1267.The geoid height was determined by GEOID03.
 DF1267
 DF1267;                    North         East     Units Scale Factor Converg.
 DF1267;SPC GA E     -   401,129.655   170,775.244   MT  0.99991053   -0 10 27.8
 DF1267;SPC GA E     - 1,316,039.54    560,285.11   sFT  0.99991053   -0 10 27.8
 DF1267;UTM  17      - 3,720,734.199   362,558.500   MT  0.99983288   -0 49 13.5
 DF1267
 DF1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1267!SPC GA E     -   0.99998306  x   0.99991053  =   0.99989360
 DF1267!UTM  17      -   0.99998306  x   0.99983288  =   0.99981595
 DF1267
 DF1267|---------------------------------------------------------------------|
 DF1267| PID    Reference Object                     Distance      Geod. Az  |
 DF1267|                                                           dddmmss.s |
 DF1267| DF1266 BV 094 206 GADT 1976 PTA             11.961 METERS 00016     |
 DF1267| DF1852 WILD                                APPROX. 4.7 KM 2890217.4 |
 DF1267|---------------------------------------------------------------------|
 DF1267
 DF1267                          SUPERSEDED SURVEY CONTROL
 DF1267
 DF1267  NAD 83(1986)-  33 37 03.12662(N)    082 28 53.86634(W) AD(       ) 2
 DF1267  NAD 27      -  33 37 02.65132(N)    082 28 54.40073(W) AD(       ) 2
 DF1267  NGVD 29 (07/19/86)  137.     (m)          449.     (f) VERT ANG       
 DF1267
 DF1267.Superseded values are not recommended for survey control.
 DF1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1267.See file dsdata.txt to determine how the superseded data were derived.
 DF1267
 DF1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6255920734(NAD 83)
 DF1267_MARKER: DD = SURVEY DISK
 DF1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1267
 DF1267  HISTORY     - Date     Condition        Report By
 DF1267  HISTORY     - 1976     MONUMENTED       GADT
 DF1267
 DF1267                          STATION DESCRIPTION
 DF1267
 DF1267'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1267'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES WEST OF
 DF1267'PHINIZY, 8-3/4 MILES WEST-SOUTHWEST OF LEAH, AND 10-1/2
 DF1267'MILES WEST-NORTHWEST OF APPLING ON THE PROPERTY OF WILLARD
 DF1267'E. MARTIN.
 DF1267'
 DF1267'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78
 DF1267'(STATE ROUTE 17) AND STATE ROUTE 43 LOCATED APPROXIMATELY
 DF1267'5-1/2 MILES NORTH OF THOMPSON, GO NORTHERLY ALONG STATE
 DF1267'ROUTE 43 FOR 1.65 MILES TO THE JUNCTION OF COUNTY ROAD 19
 DF1267'(FARR-JONES ROAD) TO THE RIGHT.  CONTINUE GOING NORTHEAST
 DF1267'ALONG STATE ROUTE 43 FOR 3.15 MILES TO FLAT GROCERY STORE
 DF1267'ON THE RIGHT.  CONTINUE GOING NORTHEAST ALONG STATE ROUTE 43
 DF1267'FOR 0.7 MILE TO THE JUNCTI0N OF A DIRT DRIVEWAY TO THE RIGHT
 DF1267'TO THE MARTIN RESIDENCE AND LARGE METAL BUILDING WITH BRICK
 DF1267'FOUNDATION AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT
 DF1267'GOING NORTHEAST ALONG DRIVEWAY FOR 0.1 MILE TO THE STATION
 DF1267'ON THE LEFT.
 DF1267'
 DF1267'THE STATION IS LOCATED 37 FEET NORTHWEST OF THE CENTERLINE
 DF1267'OF THE DRIVEWAY, 8.2 FEET SOUTH OF THE EASTERN CORNER OF THE
 DF1267'METAL BUILDING, 26.6 FEET WEST OF THE SOUTHERN CORNER OF THE
 DF1267'METAL BUILDING, 130.8 FEET NORTHEAST OF THE NORTHEASTERN
 DF1267'CORNER OF THE WILLARD MARTIN RESIDENCE, 227.8 FEET WEST-
 DF1267'NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE DRIVEWAY
 DF1267'AND 6.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF1267'BRASS DISK STAMPED---094-206 1976---, SET IN THE TOP OF A 10
 DF1267'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1267'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1267'STAMPED---094-206 1976---, SET IN AN IRREGULAR MASS OF
 DF1267'CONCRETE APPROXIMATELY 0.78 METERS BELOW THE SURFACE OF
 DF1267'THE GROUND.
 DF1267'
 DF1267'THE AZIMUTH MARK IS LOCATED 53 FEET WEST-NORTHWEST OF THE
 DF1267'CENTERLINE OF STATE ROUTE 43, 103 FEET SOUTHWEST OF THE
 DF1267'SOUTH END OF A 15 INCH CONCRETE CULVERT PIPE UNDER THE
 DF1267'DRIVEWAY TO THE MARTIN RESIDENCE AND METAL BUILDING. 122
 DF1267'FEET NORTH-NORTHEAST OF THE CENTERLINE OF A DRIVEWAY TO THE
 DF1267'WEST, 104.6 FEET WEST-NORTHWEST OF A CLUSTER OF 5 DOGWOOD
 DF1267'TREES ON THE EAST SIDE OF THE HIGHWAY, AND 2.2 FEET WEST-
 DF1267'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1267'STAMPED---094-206 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1267'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1267'GROUND.
 DF1267'
 DF1267'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1264 ***********************************************************************
 DF1264  DESIGNATION -  BV 094 207
 DF1264  PID         -  DF1264
 DF1264  STATE/COUNTY-  GA/MCDUFFIE
 DF1264  USGS QUAD   -  WINFIELD (1979)
 DF1264
 DF1264                         *CURRENT SURVEY CONTROL
 DF1264  ___________________________________________________________________
 DF1264* NAD 83(1994)-  33 30 46.96449(N)    082 26 40.24957(W)     ADJUSTED  
 DF1264* NAVD 88     -       163.4    (meters)     536.     (feet)  VERTCON   
 DF1264  ___________________________________________________________________
 DF1264  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF1264  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DF1264
 DF1264  HORZ ORDER  -  SECOND
 DF1264
 DF1264.The horizontal coordinates were established by classical geodetic methods
 DF1264.and adjusted by the National Geodetic Survey in September 1997..
 DF1264
 DF1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1264
 DF1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1264
 DF1264.The geoid height was determined by GEOID03.
 DF1264
 DF1264;                    North         East     Units Scale Factor Converg.
 DF1264;SPC GA E     -   389,531.649   174,188.156   MT  0.99990821   -0 09 12.3
 DF1264;SPC GA E     - 1,277,988.42    571,482.31   sFT  0.99990821   -0 09 12.3
 DF1264;UTM  17      - 3,709,099.453   365,840.334   MT  0.99982190   -0 47 51.6
 DF1264
 DF1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1264!SPC GA E     -   0.99997890  x   0.99990821  =   0.99988711
 DF1264!UTM  17      -   0.99997890  x   0.99982190  =   0.99980080
 DF1264
 DF1264:                Primary Azimuth Mark                     Grid Az
 DF1264:SPC GA E     -  BV 094 207 AZ MK                         229 21 37.5
 DF1264:UTM  17      -  BV 094 207 AZ MK                         230 00 16.8
 DF1264
 DF1264|---------------------------------------------------------------------|
 DF1264| PID    Reference Object                     Distance      Geod. Az  |
 DF1264|                                                           dddmmss.s |
 DF1264| DF2899 BV 094 207 AZ MK                                   2291225.2 |
 DF1264| DF1621 THOMSON ATT MICROWAVE               APPROX. 3.3 KM 2393701.2 |
 DF1264|---------------------------------------------------------------------|
 DF1264
 DF1264                          SUPERSEDED SURVEY CONTROL
 DF1264
 DF1264  NAD 83(1986)-  33 30 46.96966(N)    082 26 40.24609(W) AD(       ) 2
 DF1264  NAD 27      -  33 30 46.47869(N)    082 26 40.78911(W) AD(       ) 2
 DF1264  NGVD 29 (07/19/86)  163.6    (m)          537.     (f) VERT ANG       
 DF1264
 DF1264.Superseded values are not recommended for survey control.
 DF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1264.See file dsdata.txt to determine how the superseded data were derived.
 DF1264
 DF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6584009099(NAD 83)
 DF1264_MARKER: DD = SURVEY DISK
 DF1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1264
 DF1264  HISTORY     - Date     Condition        Report By
 DF1264  HISTORY     - 1976     MONUMENTED       GADT
 DF1264
 DF1264                          STATION DESCRIPTION
 DF1264
 DF1264'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1264'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF THOMSON, 7-3/4
 DF1264'MILES WEST-SOUTHWEST OF APPLING, AND 7-1/2 MILES NORTH-NORTHWEST
 DF1264'OF DEARING ON THE PROPERTY OF RALPH T. SAMUELS.
 DF1264'
 DF1264'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 150 AND
 DF1264'INTERSTATE 20 LOCATED APPROXIMATELY 4-1/2 MILES NORTHEAST OF
 DF1264'THOMSON, GO NORTHEAST ALONG STATE ROUTE 150 FOR 0.15 MILES TO
 DF1264'THE STATION ON THE RIGHT.
 DF1264'
 DF1264'THE STATION IS LOCATED 42 FEET EAST-SOUTHEAST OF THE CENTER LINE
 DF1264'OF STATE ROUTE 150, 77.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 DF1264'CORNER OF THE CONCRETE PORCH OF A WHITE FRAME HOUSE BELONGING TO
 DF1264'RALPH T. SAMUELS, 106.6 FEET NORTH-NORTHEAST OF A POWER POLE,
 DF1264'142.5 FEET NORTHEAST OF A GUY POLE ON THE WESTSIDE OF STATE
 DF1264'ROUTE 150, 111.4 FEET SOUTHEAST OF A FENCE CORNER POST LOCATED
 DF1264'ON THE WEST SIDE OF STATE ROUTE 150 AT AN OBLIQUE JUNCTION OF
 DF1264'FENCELINES, AND 23.0 FEET WEST-NORTHWEST OF A WITNESS POST. IT
 DF1264'IS A STANDARD BRASS DISK STAMPED---094-207 1976---, SET IN
 DF1264'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1264'THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1264'STANDARD DISK STAMPED---094-207 1976---, SET IN AN
 DF1264'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.81 METER BELOW
 DF1264'THE SURFACE OF THE GROUND.
 DF1264'
 DF1264'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE 20
 DF1264'AND STATE ROUTE 150, GO SOUTHWEST ALONG STATE ROUTE 150 FOR
 DF1264'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT. IT IS LOCATED 43
 DF1264'FEET SOUTHEAST OF THE CENTER LINE OF STATE ROUTE 150, 3.7 FEET
 DF1264'NORTHWEST OF A POWER POLE, 155.8 FEET EAST OF A SIGN POLE (KEEP
 DF1264'GEORGIA FORESTRY GREEN) ON THE NORTHWEST SIDE OF THE HIGHWAY,
 DF1264'118.2 FEET SOUTH-SOUTHEAST OF A 14 INCH PINE TREE (THE TALLEST
 DF1264'IN THE AREA) ON THE NORTHWEST SIDE OF THE HIGHWAY, 323.0 FEET
 DF1264'EAST-NORTHEAST OF A CURVE AHEAD HIGHWAY SIGN ON THE NORTHWEST
 DF1264'SIDE OF THE HIGHWAY, AND
 DF1264'2.5 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A
 DF1264'STANDARD DISK STAMPED---094-207 1976 AZMK---, SET IN THE
 DF1264'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1264'SURFACE OF THE GROUND.
 DF1264'
 DF1264'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1867 ***********************************************************************
 DF1867  DESIGNATION -  BV 094 208
 DF1867  PID         -  DF1867
 DF1867  STATE/COUNTY-  GA/MCDUFFIE
 DF1867  USGS QUAD   -  WRIGHTSBORO (1987)
 DF1867
 DF1867                         *CURRENT SURVEY CONTROL
 DF1867  ___________________________________________________________________
 DF1867* NAD 83(1994)-  33 30 10.11437(N)    082 34 26.88209(W)     ADJUSTED  
 DF1867* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 DF1867  ___________________________________________________________________
 DF1867  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DF1867  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DF1867
 DF1867  HORZ ORDER  -  SECOND
 DF1867
 DF1867.The horizontal coordinates were established by classical geodetic methods
 DF1867.and adjusted by the National Geodetic Survey in September 1997..
 DF1867
 DF1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1867
 DF1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1867
 DF1867.The geoid height was determined by GEOID03.
 DF1867
 DF1867;                    North         East     Units Scale Factor Converg.
 DF1867;SPC GA E     -   388,436.186   162,141.991   MT  0.99991766   -0 13 29.7
 DF1867;SPC GA E     - 1,274,394.39    531,960.85   sFT  0.99991766   -0 13 29.7
 DF1867;UTM  17      - 3,708,139.563   353,783.461   MT  0.99986358   -0 52 08.5
 DF1867
 DF1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1867!SPC GA E     -   0.99997691  x   0.99991766  =   0.99989457
 DF1867!UTM  17      -   0.99997691  x   0.99986358  =   0.99984049
 DF1867
 DF1867|---------------------------------------------------------------------|
 DF1867| PID    Reference Object                     Distance      Geod. Az  |
 DF1867|                                                           dddmmss.s |
 DF1867| DF1866 BV 094 208 GADT 1976 RM1             10.758 METERS 08431     |
 DF1867| DF2900 BV 094 208 AZ MK                                   1364632.7 |
 DF1867|---------------------------------------------------------------------|
 DF1867
 DF1867                          SUPERSEDED SURVEY CONTROL
 DF1867
 DF1867  NAD 83(1986)-  33 30 10.11978(N)    082 34 26.87890(W) AD(       ) 2
 DF1867  NAD 27      -  33 30 09.62959(N)    082 34 27.40579(W) AD(       ) 2
 DF1867  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 DF1867
 DF1867.Superseded values are not recommended for survey control.
 DF1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1867.See file dsdata.txt to determine how the superseded data were derived.
 DF1867
 DF1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5378308140(NAD 83)
 DF1867_MARKER: DD = SURVEY DISK
 DF1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1867
 DF1867  HISTORY     - Date     Condition        Report By
 DF1867  HISTORY     - 1976     MONUMENTED       GADT
 DF1867
 DF1867                          STATION DESCRIPTION
 DF1867
 DF1867'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1867'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF CEDAR
 DF1867'ROCK, 4-3/4 MILES WEST-NORTHWEST OF THOMSON, AND 5-1/2 MILES
 DF1867'EAST-SOUTHEAST OF CADLEY ON STATE RIGHT OF WAY.
 DF1867'
 DF1867'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1867'AND STATE ROUTE 80 LOCATED APPROXIMATELY 3 MILES NORTH-NORTHEAST
 DF1867'OF CAMAK GO NORTH ALONG STATE ROUTE 80 FOR 0.5 MILES TO THE
 DF1867'JUNCTION OF STATE ROUTE 223 FORKING TO THE RIGHT.  TURN RIGHT
 DF1867'GOING NORTHEAST AND THEN EAST ALONG STATE ROUTE 223 FOR 2.6
 DF1867'MILES TO THE SOUTHEASTERN END OF A BRIDGE OVER INTERSTATE 20
 DF1867'AND THE STATION ON THE RIGHT.
 DF1867'
 DF1867'THE STATION IS LOCATED 18 FEET SOUTHWEST OF THE CENTERLINE OF
 DF1867'THE HIGHWAY, 33.2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 DF1867'EASTERNMOST PARAPET BARRIER END POST OF THE BRIDGE, 10.9 FEET
 DF1867'SOUTH-SOUTHEAST OF THE EAST CORNER OF THE SOUTHERNMOST PAPAPET
 DF1867'BARRIER END POST, 3.4 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER
 DF1867'OF THE FINISHED SURFACE OF THE SOUTHERNMOST BRIDGE WING WALL,
 DF1867'AND 1.8 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 DF1867'BRASS DISK STAMPED---094-208 1976---, SET IN THE TOP OF A 10
 DF1867'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1867'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1867'STAMPED---094-208 1976---, SET IN AN IRREGULAR
 DF1867'MASS OF CONCRETE APPROXIMATELY 0.84 METER BELOW THE SURFACE OF
 DF1867'THE GROUND.
 DF1867'
 DF1867'RM 1 IS LOCATED 10 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF1867'HIGHWAY, 18.7 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE
 DF1867'EASTERNMOST PARAPET BARRIER END POST, 41.3 FEET EAST OF THE
 DF1867'EAST CORNER OF THE SOUTHERNMOST PARAPET BARRIER END POST, 36.6
 DF1867'FEET EAST OF THE SOUTH CORNER OF THE FINISHED SURFACE OF THE
 DF1867'SOUTHERNMOST BRIDGE WING WALL, AND 8.0 FEET SOUTHWEST OF A
 DF1867'WITNESS POST.  IT IS A STANDARD DISK STAMPED---094-208 1976
 DF1867'RM1---, SET IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF
 DF1867'THE BRIDGE APPROACH SLAB.
 DF1867'
 DF1867'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 DF1867'ALONG STATE ROUTE 223 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 DF1867'LEFT.  IT IS LOCATED 25 FEET NORTHEAST OF THE CENTERLINE OF STATE
 DF1867'ROUTE 223, 22.7 FEET SOUTH-SOUTHWEST OF A 36 INCH OAK TREE, 10.3
 DF1867'FEET EAST-SOUTHEAST OF THE SOUTHEAST END OF A 15 INCH CONCRETE
 DF1867'CULVERT PIPE UNDER AN OLD ABANDONED DRIVEWAY, 37.5 FEET
 DF1867'SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE CULVERT PIPE,
 DF1867'AND 3.9 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF1867'DISK STAMPED---094-208 1976 AZMK---, SET IN THE TOP OF A 10
 DF1867'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1867'OF THE GROUND.
 DF1867'
 DF1867'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1620 ***********************************************************************
 DF1620  DESIGNATION -  BV 094 209
 DF1620  PID         -  DF1620
 DF1620  STATE/COUNTY-  GA/MCDUFFIE
 DF1620  USGS QUAD   -  THOMSON EAST (1981)
 DF1620
 DF1620                         *CURRENT SURVEY CONTROL
 DF1620  ___________________________________________________________________
 DF1620* NAD 83(1994)-  33 27 03.84789(N)    082 27 38.02447(W)     ADJUSTED  
 DF1620* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 DF1620  ___________________________________________________________________
 DF1620  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DF1620  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DF1620
 DF1620  HORZ ORDER  -  SECOND
 DF1620
 DF1620.The horizontal coordinates were established by classical geodetic methods
 DF1620.and adjusted by the National Geodetic Survey in September 1997..
 DF1620
 DF1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1620
 DF1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1620
 DF1620.The geoid height was determined by GEOID03.
 DF1620
 DF1620;                    North         East     Units Scale Factor Converg.
 DF1620;SPC GA E     -   382,662.367   172,677.795   MT  0.99990920   -0 09 43.2
 DF1620;SPC GA E     - 1,255,451.45    566,527.07   sFT  0.99990920   -0 09 43.2
 DF1620;UTM  17      - 3,702,248.151   364,253.026   MT  0.99982719   -0 48 18.8
 DF1620
 DF1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1620!SPC GA E     -   0.99998024  x   0.99990920  =   0.99988944
 DF1620!UTM  17      -   0.99998024  x   0.99982719  =   0.99980743
 DF1620
 DF1620:                Primary Azimuth Mark                     Grid Az
 DF1620:SPC GA E     -  BV 094 209 AZ MK                         084 02 56.0
 DF1620:UTM  17      -  BV 094 209 AZ MK                         084 41 31.6
 DF1620
 DF1620|---------------------------------------------------------------------|
 DF1620| PID    Reference Object                     Distance      Geod. Az  |
 DF1620|                                                           dddmmss.s |
 DF1620| DF2901 BV 094 209 AZ MK                                   0835312.8 |
 DF1620| DF1619 BV 094 209 GADT PTA                  26.005 METERS 09043     |
 DF1620| DF1622 THOMSON E MUN TANK                  APPROX. 2.5 KM 2942625.5 |
 DF1620|---------------------------------------------------------------------|
 DF1620
 DF1620                          SUPERSEDED SURVEY CONTROL
 DF1620
 DF1620  NAD 83(1986)-  33 27 03.85312(N)    082 27 38.02105(W) AD(       ) 2
 DF1620  NAD 27      -  33 27 03.35632(N)    082 27 38.56274(W) AD(       ) 2
 DF1620  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 DF1620
 DF1620.Superseded values are not recommended for survey control.
 DF1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1620.See file dsdata.txt to determine how the superseded data were derived.
 DF1620
 DF1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6425302248(NAD 83)
 DF1620_MARKER: DD = SURVEY DISK
 DF1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1620
 DF1620  HISTORY     - Date     Condition        Report By
 DF1620  HISTORY     - 1976     MONUMENTED       GADT
 DF1620
 DF1620                          STATION DESCRIPTION
 DF1620
 DF1620'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1620'THE STATION IS ABOUT 2-1/2 MILES EAST-SOUTHEAST OF THOMSON,
 DF1620'5-1/4 MILES WEST-NORTHWEST OF DEARING, AND 10-3/4 MILES EAST OF
 DF1620'CAMAK ON COUNTY RIGHT OF WAY.
 DF1620'
 DF1620'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 (US
 DF1620'HIGHWAY 278, STATE ROUTE 12) AND STATE ROUTE 17 IN THOMSON, GO
 DF1620'SOUTHEAST ALONG US HIGHWAY 278 (US HIGHWAY 78, STATE ROUTE 12)
 DF1620'FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 7 (HARDY BOWRIGHT
 DF1620'ROAD) TO THE LEFT. TURN LEFT GOING EAST ALONG COUNTY ROAD 7 FOR
 DF1620'0.05 MILE TO THE STATION ON THE RIGHT.
 DF1620'
 DF1620'THE STATION IS LOCATED 34 FEET SOUTH OF THE CENTER LINE OF
 DF1620'COUNTY ROAD 7, 9.5 FEET SOUTH-SOUTHEAST OF THE EAST END OF A 15
 DF1620'INCH CORRUGATED METAL CULVERT PIPE UNDER THE EASTERN DRIVEWAY
 DF1620'TO A MOOSE CLUB, 23.6 FEET EAST-SOUTHEAST OF THE WEST END OF THE
 DF1620'CULVERT, 74.0 FEET NORTH OF THE NORTHERN MOST CORNER OF THE
 DF1620'MOOSE CLUB BUILDING, 7.7 FEET NORTH-NORTHWEST OF A POWER POLE,
 DF1620'AND 6.9 FEET NORTH-NORTHWEST OF THE WITNESS POST. IT IS A
 DF1620'STANDARD BRASS DISK STAMPED---094-209 1976---, SET IN THE TOP
 DF1620'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1620'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1620'DISK STAMPED---094-209 1976---, SET IN AN IRREGULAR MASS
 DF1620'OF CONCRETE APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE
 DF1620'GROUND.
 DF1620'
 DF1620'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 DF1620'ALONG COUNTY ROAD 7 FOR 0.45 MILE TO A RAILWAY CROSSING AND THE
 DF1620'AZIMUTH MARK ON THE LEFT. IT IS LOCATED 20 FEET NORTH OF THE
 DF1620'CENTERLINE OF COUNTY ROAD 7, 95.4 FEET EAST-NORTHEAST OF THE
 DF1620'EASTERN MOST RAIL OF THE RAILWAY TRACK, 2.8 FEET NORTH OF A
 DF1620'RAILWAY CROSSING SIGN, 74.9 FEET NORTH-NORTHWEST OF A POWER
 DF1620'POLE ON THE SOUTH SIDE OF THE ROAD, AND 2.9 FEET SOUTH OF A
 DF1620'WITNESS POST. IT IS A STANDARD DISK STAMPED---094-209 1976
 DF1620'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1620'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1620'
 DF1620'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1104 ***********************************************************************
 DF1104  DESIGNATION -  BV 094 211
 DF1104  PID         -  DF1104
 DF1104  STATE/COUNTY-  GA/MCDUFFIE
 DF1104  USGS QUAD   -  THOMSON WEST (1987)
 DF1104
 DF1104                         *CURRENT SURVEY CONTROL
 DF1104  ___________________________________________________________________
 DF1104* NAD 83(1994)-  33 27 20.68101(N)    082 32 02.14049(W)     ADJUSTED  
 DF1104* NAVD 88     -       161.213  (meters)     528.91   (feet)  ADJUSTED  
 DF1104  ___________________________________________________________________
 DF1104  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 DF1104  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF1104  DYNAMIC HT  -         161.041 (meters)     528.35  (feet)  COMP
 DF1104  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DF1104
 DF1104  HORZ ORDER  -  SECOND
 DF1104  VERT ORDER  -  FIRST     CLASS II
 DF1104
 DF1104.The horizontal coordinates were established by classical geodetic methods
 DF1104.and adjusted by the National Geodetic Survey in September 1997..
 DF1104
 DF1104.The orthometric height was determined by differential leveling
 DF1104.and adjusted by the National Geodetic Survey in June 1991..
 DF1104
 DF1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1104
 DF1104.The geoid height was determined by GEOID03.
 DF1104
 DF1104.The dynamic height is computed by dividing the NAVD 88
 DF1104.geopotential number by the normal gravity value computed on the
 DF1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1104.degrees latitude (g = 980.6199 gals.).
 DF1104
 DF1104.The modeled gravity was interpolated from observed gravity values.
 DF1104
 DF1104;                    North         East     Units Scale Factor Converg.
 DF1104;SPC GA E     -   383,202.624   165,859.117   MT  0.99991437   -0 12 08.9
 DF1104;SPC GA E     - 1,257,223.94    544,156.12   sFT  0.99991437   -0 12 08.9
 DF1104;UTM  17      - 3,702,864.881   357,441.339   MT  0.99985056   -0 50 44.8
 DF1104
 DF1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1104!SPC GA E     -   0.99997921  x   0.99991437  =   0.99989358
 DF1104!UTM  17      -   0.99997921  x   0.99985056  =   0.99982977
 DF1104
 DF1104:                Primary Azimuth Mark                     Grid Az
 DF1104:SPC GA E     -  BV 094 211 AZ MK                         137 09 48.6
 DF1104:UTM  17      -  BV 094 211 AZ MK                         137 48 24.5
 DF1104
 DF1104|---------------------------------------------------------------------|
 DF1104| PID    Reference Object                     Distance      Geod. Az  |
 DF1104|                                                           dddmmss.s |
 DF1104| DF2902 BV 094 211 AZ MK                                   1365739.7 |
 DF1104| DF1640 BV 094 211 GADT PTA                  29.496 METERS 29208     |
 DF1104|---------------------------------------------------------------------|
 DF1104
 DF1104                          SUPERSEDED SURVEY CONTROL
 DF1104
 DF1104  NAD 83(1986)-  33 27 20.68618(N)    082 32 02.13755(W) AD(       ) 2
 DF1104  NAD 27      -  33 27 20.18491(N)    082 32 02.67126(W) AD(       ) 2
 DF1104  NGVD 29 (07/19/86)  161.     (m)          528.     (f) VERT ANG       
 DF1104
 DF1104.Superseded values are not recommended for survey control.
 DF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1104.See file dsdata.txt to determine how the superseded data were derived.
 DF1104
 DF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5744102865(NAD 83)
 DF1104_MARKER: DS = TRIANGULATION STATION DISK
 DF1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1104_SP_SET: CONCRETE POST
 DF1104_STAMPING: B.V. 094-211 1976
 DF1104_PROJECTION: FLUSH
 DF1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1104+STABILITY: SURFACE MOTION
 DF1104
 DF1104  HISTORY     - Date     Condition        Report By
 DF1104  HISTORY     - 1976     MONUMENTED       GADT
 DF1104  HISTORY     - 1979     GOOD             NGS
 DF1104
 DF1104                          STATION DESCRIPTION
 DF1104
 DF1104'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1104'THE STATION IS ABOUT 2 MILES WEST-SOUTHWEST OF THOMSON, 6-1/2
 DF1104'MILES EAST OF CAMAK, AND 8 MILES EAST-NORTHEAST OF WARRENTON
 DF1104'ON COUNTY RIGHT OF WAY.
 DF1104'
 DF1104'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH AT THE
 DF1104'JUNCTION OF US HIGHWAY 278 (STATE ROUTE 12) AND US HIGHWAY 78
 DF1104'(STATE ROUTE 17), GO WEST ALONG US HIGHWAY 278 (STATE ROUTE 12)
 DF1104'FOR 0.65 MILE TO THE JUNCTION OF COUNTY ROAD 90788 TO THE LEFT
 DF1104'AND A CITY STREET (POSTED COUNTY ROAD 90788) TO THE RIGHT.
 DF1104'CONTINUE GOING WEST ALONG US HIGHWAY 278 (STATE ROUTE 12) FOR
 DF1104'1.25 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 155 TO THE
 DF1104'RIGHT AND THE AZIMUTH MARK ON THE RIGHT. TURN RIGHT GOING NORTH
 DF1104'ALONG PAVED COUNTY ROAD 155 FOR 0.2 MILE TO THE STATION ON THE
 DF1104'RIGHT.
 DF1104'
 DF1104'THE STATION IS LOCATED 35 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1104'OF COUNTY ROAD 155, 183 FEET SOUTHEAST OF THE POINT OF
 DF1104'INTERSECTION OF THE CENTER LINES OF A RAILROAD TRACK AND COUNTY
 DF1104'ROAD 155, 19.7 FEET WEST-NORTHWEST OF THE CENTER OF 8 INCH AND
 DF1104'6 INCH TWIN PINE TREES AT THE NORTHWESTERN CORNER OF WOODS,
 DF1104'51.5 FEET SOUTH-SOUTHEAST OF A 8 INCH PINE TREE ON THE NORTHEAST
 DF1104'SIDE OF A TRACK WOODS ROAD, 75.0 FEET NORTHEAST OF A 10 INCH
 DF1104'OAK TREE ON THE WEST SIDE OF COUNTY ROAD 155, AND 2.9 FEET
 DF1104'WEST- SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF1104'DISK STAMPED---094-211 1976---, SET IN THE TOP OF A 10
 DF1104'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1104'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1104'STANDARD DISK STAMPED---094-211 1976---, SET IN
 DF1104'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.95 METER BELOW
 DF1104'THE SURFACE OF THE GROUND.
 DF1104'
 DF1104'THE AZIMUTH MARK IS LOCATED 31 FEET SOUTHWEST OF THE CENTER LINE
 DF1104'OF PAVED COUNTY ROAD 155, 80 FEET WEST-NORTHWEST OF THE POINT OF
 DF1104'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 155 AND US
 DF1104'HIGHWAY 278, 101.3 FEET NORTH OF A POWER POLE, 76.8 FEET EAST
 DF1104'OF THE NORTHEAST END OF AN 18 INCH CONCRETE CULVERT PIPE UNDER
 DF1104'THE COUNTY ROAD, 40.4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 DF1104'CONCRETE CULVERT PIPE, AND 5.0 FEET NORTHEAST OF A WITNESS
 DF1104'POST.  IT IS A STANDARD DISK STAMPED---094-211 1976 AZMK---, SET
 DF1104'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1104'BELOW THE SURFACE OF THE GROUND.
 DF1104'
 DF1104'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF1104
 DF1104                          STATION RECOVERY (1979)
 DF1104
 DF1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF1104'2.0 MI SW FROM THOMSON.
 DF1104'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF 278
 DF1104'AND STATE HIGHWAY 17 IN THOMSON THENCE 0.2 MILE NORTHWEST ALONG
 DF1104'COUNTY ROAD 155 TO THE MARK ON THE RIGHT, DIRECTLY ACROSS ROAD FROM
 DF1104'A TWO STORY GRAY HOUSE, 186 FEET EAST OF THE JUNCTION OF ROAD AND
 DF1104'RAILROAD TRACKS, 33 FEET NORTHEAST OF THE CENTERLINE OF ROAD, 16
 DF1104'FEET SOUTHEAST OF THE CENTER OF WOODS ROAD.
 DF1104'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 DF1104'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1103 ***********************************************************************
 DF1103  DESIGNATION -  BV 094 211 AZ MK GADT
 DF1103  PID         -  DF1103
 DF1103  STATE/COUNTY-  GA/MCDUFFIE
 DF1103  USGS QUAD   -  THOMSON WEST (1987)
 DF1103
 DF1103                         *CURRENT SURVEY CONTROL
 DF1103  ___________________________________________________________________
 DF1103* NAD 83(1986)-  33 27 12.     (N)    082 31 54.     (W)     SCALED    
 DF1103* NAVD 88     -       159.703  (meters)     523.96   (feet)  ADJUSTED  
 DF1103  ___________________________________________________________________
 DF1103  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF1103  DYNAMIC HT  -         159.533 (meters)     523.40  (feet)  COMP
 DF1103  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DF1103
 DF1103  VERT ORDER  -  FIRST     CLASS II
 DF1103
 DF1103.The horizontal coordinates were scaled from a topographic map and have
 DF1103.an estimated accuracy of +/- 6 seconds.
 DF1103
 DF1103.The orthometric height was determined by differential leveling
 DF1103.and adjusted by the National Geodetic Survey in June 1991..
 DF1103
 DF1103.The geoid height was determined by GEOID03.
 DF1103
 DF1103.The dynamic height is computed by dividing the NAVD 88
 DF1103.geopotential number by the normal gravity value computed on the
 DF1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1103.degrees latitude (g = 980.6199 gals.).
 DF1103
 DF1103.The modeled gravity was interpolated from observed gravity values.
 DF1103
 DF1103;                    North         East    Units  Estimated Accuracy
 DF1103;SPC GA E     -   382,930.      166,070.      MT  (+/- 180 meters Scaled)
 DF1103
 DF1103                          SUPERSEDED SURVEY CONTROL
 DF1103
 DF1103.No superseded survey control is available for this station.
 DF1103
 DF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT576025(NAD 83)
 DF1103_MARKER: DZ = AZIMUTH MARK DISK
 DF1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1103_SP_SET: CONCRETE POST
 DF1103_STAMPING: B.V. 094-211 1976 AZ MK
 DF1103_PROJECTION: FLUSH
 DF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1103+STABILITY: SURFACE MOTION
 DF1103
 DF1103  HISTORY     - Date     Condition        Report By
 DF1103  HISTORY     - 1976     MONUMENTED       GADT
 DF1103  HISTORY     - 1979     GOOD             NGS
 DF1103
 DF1103                          STATION DESCRIPTION
 DF1103
 DF1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1103'1.8 MI SW FROM THOMSON.
 DF1103'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 278 FROM THE JUNCTION OF 278
 DF1103'AND STATE HIGHWAY 17 IN THOMSON TO THE MARK ON THE RIGHT, SET IN THE
 DF1103'SOUTHWEST CORNER OF THE JUNCTION OF 278 AND COUNTY ROAD 155, 101 FEET
 DF1103'NORTH OF POWER POLE NUMBER 50, 71 FEET NORTHWEST OF THE CENTERLINE
 DF1103'OF HIGHWAY, 29 FEET SOUTHWEST OF THE CENTERLINE OF ROAD, 10 FEET
 DF1103'NORTHWEST OF A WOODEN SIGN.
 DF1103'THE MARK IS 5 FT  NE FROM A WITNESS POST.
 DF1103'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1599 ***********************************************************************
 DF1599  DESIGNATION -  BV 094 215
 DF1599  PID         -  DF1599
 DF1599  STATE/COUNTY-  GA/MCDUFFIE
 DF1599  USGS QUAD   -  BOWDENS POND (1950)
 DF1599
 DF1599                         *CURRENT SURVEY CONTROL
 DF1599  ___________________________________________________________________
 DF1599* NAD 83(1994)-  33 21 22.59864(N)    082 25 54.14639(W)     ADJUSTED  
 DF1599* NAVD 88     -       140.9    (meters)     462.     (feet)  VERTCON   
 DF1599  ___________________________________________________________________
 DF1599  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF1599  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DF1599
 DF1599  HORZ ORDER  -  SECOND
 DF1599
 DF1599.The horizontal coordinates were established by classical geodetic methods
 DF1599.and adjusted by the National Geodetic Survey in September 1997..
 DF1599
 DF1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1599
 DF1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1599
 DF1599.The geoid height was determined by GEOID03.
 DF1599
 DF1599;                    North         East     Units Scale Factor Converg.
 DF1599;SPC GA E     -   372,142.683   175,333.557   MT  0.99990750   -0 08 44.6
 DF1599;SPC GA E     - 1,220,938.12    575,240.18   sFT  0.99990750   -0 08 44.6
 DF1599;UTM  17      - 3,691,700.252   366,790.458   MT  0.99981878   -0 47 14.4
 DF1599
 DF1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1599!SPC GA E     -   0.99998243  x   0.99990750  =   0.99988993
 DF1599!UTM  17      -   0.99998243  x   0.99981878  =   0.99980121
 DF1599
 DF1599:                Primary Azimuth Mark                     Grid Az
 DF1599:SPC GA E     -  BV 094 215 AZ MK                         132 46 58.7
 DF1599:UTM  17      -  BV 094 215 AZ MK                         133 25 28.5
 DF1599
 DF1599|---------------------------------------------------------------------|
 DF1599| PID    Reference Object                     Distance      Geod. Az  |
 DF1599|                                                           dddmmss.s |
 DF1599| DF2903 BV 094 215 AZ MK                                   1323814.1 |
 DF1599|---------------------------------------------------------------------|
 DF1599
 DF1599                          SUPERSEDED SURVEY CONTROL
 DF1599
 DF1599  NAD 83(1986)-  33 21 22.60376(N)    082 25 54.14350(W) AD(       ) 2
 DF1599  NAD 27      -  33 21 22.09394(N)    082 25 54.69037(W) AD(       ) 2
 DF1599  NGVD 29 (07/19/86)  141.1    (m)          463.     (f) VERT ANG       
 DF1599
 DF1599.Superseded values are not recommended for survey control.
 DF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1599.See file dsdata.txt to determine how the superseded data were derived.
 DF1599
 DF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6679091700(NAD 83)
 DF1599_MARKER: DD = SURVEY DISK
 DF1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1599
 DF1599  HISTORY     - Date     Condition        Report By
 DF1599  HISTORY     - 1976     MONUMENTED       GADT
 DF1599  HISTORY     - 20010801 GOOD             GADT
 DF1599
 DF1599                          STATION DESCRIPTION
 DF1599
 DF1599'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1599'THE STATION IS ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF THOMSON,
 DF1599'10-1/4 MILES NORTH OF STAPLETON, AND 12-3/4 MILES NORTHEAST
 DF1599'OF GIBSON ON COUNTY RIGHT OF WAY.
 DF1599'
 DF1599'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1599'ROUTE 12) AND US HIGHWAY 78 (STATE ROUTE 17) IN THOMSON, GO
 DF1599'SOUTH ALONG STATE ROUTE 17 FOR 2.0 MILES TO THE JUNCTION OF
 DF1599'PAVED COUNTY ROAD 92543 CROSSING. CONTINUE GOING SOUTH ALONG
 DF1599'STATE ROUTE 17 FOR 1.45 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1599'124 (PAVED RALPH HINTON ROAD TO THE RIGHT AND DIRT MATTHEWS ROAD
 DF1599'TO THE LEFT). CONTINUE GOING SOUTH ALONG STATE ROUTE 17 FOR 2.4
 DF1599'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 134 TO THE RIGHT.
 DF1599'CONTINUE SOUTH ALONG STATE ROUTE 17 FOR 1.1 MILES TO THE
 DF1599'JUNCTION OF PAVED COUNTY ROAD 92148 TO THE LEFT AND PAVED
 DF1599'COUNTY ROAD 92151 TO THE RIGHT. TURN LEFT GOING EASTERLY ALONG
 DF1599'COUNTY ROAD 92148 FOR 2.05 MILES TO THE JUNCTION OF PAVED
 DF1599'COUNTY ROAD 114 TO THE LEFT AND DIRT COUNTY ROAD 113 TO THE
 DF1599'RIGHT. CONTINUE GOING SOUTHEAST ALONG PAVED COUNTY ROAD 92148
 DF1599'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF1599'
 DF1599'THE STATION IS LOCATED 39 FEET NORTHEAST OF THE CENTER LINE OF
 DF1599'COUNTY ROAD 92148, 162.6 FEET NORTHWEST OF A RIGHT OF WAY
 DF1599'MARKER, 307.5 FEET NORTHWEST OF THE NORTH END OF A 36 INCH
 DF1599'CULVERT UNDER THE ROAD, 218.8 FEET EAST OF A 5 INCH PINE TREE
 DF1599'FORKED ABOUT 6 FEET ABOVE THE GROUND ON THE SOUTHWEST SIDE OF
 DF1599'THE ROAD, 118.5 FEET NORTH OF A 6 INCH PERSIMMON TREE THE
 DF1599'LARGEST IN THE AREA ON THE SOUTHWEST SIDE OF THE ROAD, AND 3.0
 DF1599'FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1599'STAMPED---094-215 1976---, SET IN THE TOP OF A 10 INCH
 DF1599'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1599'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1599'STAMPED---094-215 1976---, SET IN AN IRREGULAR MASS OF
 DF1599'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE
 DF1599'GROUND.
 DF1599'
 DF1599'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1599'SOUTHEAST ALONG COUNTY ROAD 92148 FOR 0.3 MILE TO THE AZIMUTH
 DF1599'MARK ON THE LEFT. IT IS LOCATED 44 FEET EAST-NORTHEAST OF THE
 DF1599'CENTERLINE OF COUNTY ROAD 92148, 138.7 FEET SOUTH-SOUTHEAST OF
 DF1599'A RIGHT OF WAY MARKER, 9.5 FEET NORTHWEST OF A POWER POLE WITH
 DF1599'A TRANSFORMER ATTACHED, 155.2 FEET SOUTHWEST OF THE WESTERN
 DF1599'MOST CORNER OF A METAL BARN, 125.7 FEET EAST-SOUTHEAST OF AN
 DF1599'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTHWEST SIDE OF
 DF1599'THE ROAD, AND 2.0 FEET NORTHWEST OF A WITNESS POST. IT IS A
 DF1599'STANDARD DISK STAMPED---094-215 1976 AZMK---, SET IN THE
 DF1599'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF1599'SURFACE OF THE GROUND.
 DF1599'
 DF1599'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF1599
 DF1599                          STATION RECOVERY (2001)
 DF1599
 DF1599'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1623 ***********************************************************************
 DF1623  DESIGNATION -  BV 094 216
 DF1623  PID         -  DF1623
 DF1623  STATE/COUNTY-  GA/MCDUFFIE
 DF1623  USGS QUAD   -  THOMSON EAST (1981)
 DF1623
 DF1623                         *CURRENT SURVEY CONTROL
 DF1623  ___________________________________________________________________
 DF1623* NAD 83(1994)-  33 23 54.45213(N)    082 29 10.29923(W)     ADJUSTED  
 DF1623* NAVD 88     -       156.     (meters)     512.     (feet)  VERTCON   
 DF1623  ___________________________________________________________________
 DF1623  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF1623  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DF1623
 DF1623  HORZ ORDER  -  SECOND
 DF1623
 DF1623.The horizontal coordinates were established by classical geodetic methods
 DF1623.and adjusted by the National Geodetic Survey in September 1997..
 DF1623
 DF1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1623
 DF1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1623
 DF1623.The geoid height was determined by GEOID03.
 DF1623
 DF1623;                    North         East     Units Scale Factor Converg.
 DF1623;SPC GA E     -   376,834.871   170,276.978   MT  0.99991089   -0 10 33.2
 DF1623;SPC GA E     - 1,236,332.41    558,650.39   sFT  0.99991089   -0 10 33.2
 DF1623;UTM  17      - 3,696,448.411   361,787.179   MT  0.99983552   -0 49 05.6
 DF1623
 DF1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1623!SPC GA E     -   0.99998007  x   0.99991089  =   0.99989096
 DF1623!UTM  17      -   0.99998007  x   0.99983552  =   0.99981560
 DF1623
 DF1623:                Primary Azimuth Mark                     Grid Az
 DF1623:SPC GA E     -  BV 094 216 AZ MK                         214 22 22.4
 DF1623:UTM  17      -  BV 094 216 AZ MK                         215 00 54.8
 DF1623
 DF1623|---------------------------------------------------------------------|
 DF1623| PID    Reference Object                     Distance      Geod. Az  |
 DF1623|                                                           dddmmss.s |
 DF1623| DF2904 BV 094 216 AZ MK                                   2141149.2 |
 DF1623| DF1624 BV 094 216 GADT PTA                  29.502 METERS 21730     |
 DF1623|---------------------------------------------------------------------|
 DF1623
 DF1623                          SUPERSEDED SURVEY CONTROL
 DF1623
 DF1623  NAD 83(1986)-  33 23 54.45726(N)    082 29 10.29624(W) AD(       ) 2
 DF1623  NAD 27      -  33 23 53.95225(N)    082 29 10.83659(W) AD(       ) 2
 DF1623  NGVD 29 (07/19/86)  156.     (m)          512.     (f) VERT ANG       
 DF1623
 DF1623.Superseded values are not recommended for survey control.
 DF1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1623.See file dsdata.txt to determine how the superseded data were derived.
 DF1623
 DF1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6178796448(NAD 83)
 DF1623_MARKER: DD = SURVEY DISK
 DF1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1623+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 DF1623
 DF1623  HISTORY     - Date     Condition        Report By
 DF1623  HISTORY     - 1976     MONUMENTED       GADT
 DF1623  HISTORY     - 20010801 GOOD             GADT
 DF1623
 DF1623                          STATION DESCRIPTION
 DF1623
 DF1623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1623'THE STATION IS ABOUT 4-3/4 MILES SOUTH OF THOMSON, 10 MILES
 DF1623'EAST-SOUTHEAST OF CAMAK, AND 10 MILES EAST OF WARRENTON ON THE
 DF1623'PROPERTY OF GEORGE REEVES.
 DF1623'
 DF1623'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1623'ROUTE 12) AND US HIGHWAY 78 (STATE ROUTE 17) IN THOMSON, GO
 DF1623'SOUTH ALONG STATE ROUTE 17 FOR 2.0 MILES TO THE JUNCTION OF
 DF1623'PAVED COUNTY ROAD 92543 CROSSING. CONTINUE GOING SOUTH ALONG
 DF1623'STATE ROUTE 17 FOR 1.45 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1623'124 (UNPAVED MATTHEWS ROAD TO THE LEFT AND PAVED RALPH HINTON
 DF1623'ROAD TO THE RIGHT). CONTINUE GOING SOUTH ALONG STATE ROUTE 17
 DF1623'FOR 0.45 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 137 TO THE
 DF1623'RIGHT. TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 137 FOR
 DF1623'0.5 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 135 FORKING TO
 DF1623'THE LEFT. CONTINUE GOING SOUTHWEST ALONG COUNTY ROAD 137
 DF1623'FOR 0.25 MILE TO THE REEVES RESIDENCE AND THE STATION ON THE
 DF1623'RIGHT.
 DF1623'
 DF1623'THE STATION IS LOCATED 31 FEET NORTHWEST OF THE CENTERLINE OF
 DF1623'THE ROAD, 40.4 FEET EAST-NORTHEAST OF THE EASTERN MOST CORNER
 DF1623'OF THE REEVES CONCRETE BLOCK RESIDENCE, 59.1 FEET EAST OF THE
 DF1623'NORTHERN MOST CORNER OF THE RESIDENCE, 31.8 FEET SOUTHEAST OF
 DF1623'A POWER POLE, 76.0 FEET WEST-NORTHWEST OF A POWER POLE WITH A
 DF1623'TRANSFORMER ATTACHED ON THE SOUTHEAST SIDE OF THE ROAD, AND
 DF1623'30.9 FEET SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF1623'DISK STAMPED---094-216 1976---, SET IN THE TOP OF A 10 INCH
 DF1623'CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 DF1623'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1623'STAMPED---094-216 1976---, SET IN AN IRREGULAR MASS OF
 DF1623'CONCRETE APPROXIMATELY 0.91 METER BELOW THE SURFACE OF THE
 DF1623'GROUND.
 DF1623'
 DF1623'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1623'SOUTHWEST ALONG COUNTY ROAD 137 FOR 0.6 MILE TO THE AZIMUTH
 DF1623'MARK ON THE RIGHT. IT IS LOCATED 36 FEET NORTHWEST OF THE
 DF1623'CENTERLINE OF THE ROAD, 47.5 FEET SOUTH-SOUTHEAST OF A CLUSTER
 DF1623'OF 4 TWIN OAK TREES, 20 FEET NORTHEAST OF THE CENTERLINE OF A
 DF1623'DIRT DRIVEWAY TO THE NORTHWEST, 112.0 FEET SOUTHWEST OF THE
 DF1623'SOUTH END OF AN 18 INCH CYLINDRICAL CORRUGATED METAL PIPE
 DF1623'CULVERT WITH A CONCRETE BLOCK HEADWALL UNDER ANOTHER DRIVEWAY
 DF1623'TO THE NORTHWEST, AND 3.0 FEET NORTHWEST OF A WITNESS POST
 DF1623'SET AT A POWER POLE. IT IS A STANDARD DISK STAMPED---094-216
 DF1623'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1623'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 DF1623'
 DF1623'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF1623
 DF1623                          STATION RECOVERY (2001)
 DF1623
 DF1623'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1577 ***********************************************************************
 DF1577  DESIGNATION -  BV 094 217 GADT
 DF1577  PID         -  DF1577
 DF1577  STATE/COUNTY-  GA/MCDUFFIE
 DF1577  USGS QUAD   -  HARLEM (1980)
 DF1577
 DF1577                         *CURRENT SURVEY CONTROL
 DF1577  ___________________________________________________________________
 DF1577* NAD 83(1994)-  33 23 21.43362(N)    082 20 31.05830(W)     ADJUSTED  
 DF1577* NAVD 88     -       159.2    (meters)     522.     (feet)  VERTCON   
 DF1577  ___________________________________________________________________
 DF1577  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DF1577  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF1577
 DF1577  HORZ ORDER  -  SECOND
 DF1577
 DF1577.The horizontal coordinates were established by classical geodetic methods
 DF1577.and adjusted by the National Geodetic Survey in September 1997..
 DF1577
 DF1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1577
 DF1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1577
 DF1577.The geoid height was determined by GEOID03.
 DF1577
 DF1577;                    North         East     Units Scale Factor Converg.
 DF1577;SPC GA E     -   375,785.820   183,692.154   MT  0.99990328   -0 05 47.3
 DF1577;SPC GA E     - 1,232,890.64    602,663.34   sFT  0.99990328   -0 05 47.3
 DF1577;UTM  17      - 3,695,249.169   375,188.503   MT  0.99979206   -0 44 19.0
 DF1577
 DF1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1577!SPC GA E     -   0.99997959  x   0.99990328  =   0.99988287
 DF1577!UTM  17      -   0.99997959  x   0.99979206  =   0.99977165
 DF1577
 DF1577|---------------------------------------------------------------------|
 DF1577| PID    Reference Object                     Distance      Geod. Az  |
 DF1577|                                                           dddmmss.s |
 DF1577| DF1576 BV 094 217 GADT RM 1                 17.472 METERS 03308     |
 DF1577| DF1575 BV 094 217 GADT AZ MK               246.956 METERS 03503     |
 DF1577| DF1570 HARLEM E TANK                       APPROX. 4.3 KM 0474711.9 |
 DF1577|---------------------------------------------------------------------|
 DF1577
 DF1577                          SUPERSEDED SURVEY CONTROL
 DF1577
 DF1577  NAD 83(1986)-  33 23 21.43854(N)    082 20 31.05440(W) AD(       ) 2
 DF1577  NAD 27      -  33 23 20.93185(N)    082 20 31.60833(W) AD(       ) 2
 DF1577  NGVD 29 (07/19/86)  159.4    (m)          523.     (f) VERT ANG       
 DF1577
 DF1577.Superseded values are not recommended for survey control.
 DF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1577.See file dsdata.txt to determine how the superseded data were derived.
 DF1577
 DF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7518995249(NAD 83)
 DF1577_MARKER: DD = SURVEY DISK
 DF1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1577+STABILITY: SURFACE MOTION
 DF1577
 DF1577  HISTORY     - Date     Condition        Report By
 DF1577  HISTORY     - 1980     MONUMENTED       GADT
 DF1577
 DF1577                          STATION DESCRIPTION
 DF1577
 DF1577'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1577'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) SOUTHWEST OF HARLEM,
 DF1577'20.5 KM (12-3/4 MI)NORTH OF WRENS, AND 4.8 KM (3 MI)
 DF1577'SOUTHEAST OF DEARING.
 DF1577'OWNERSHIP--G.S. RADFORD SR., ROUTW 2, BOX 137, HARLEM, GEORGIA.
 DF1577'
 DF1577'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1577'ROUTES 10, 12) AND U.S. HIGHWAY 221 (STATE ROUTE 47) IN HARLEM
 DF1577'GO WEST ALONG U.S. HIGHWAY 78 FOR 2.75 KM (1.7 MI) TO THE
 DF1577'JUNCTION OF PAVED COUNTY ROAD 306 TO THE LEFT.  TURN LEFT GOING
 DF1577'SOUTH ALONG COUNTY ROAD 306 FOR 2.1 KM (1.3 MI)TO THE JUNCTION OF
 DF1577'DIRT COUNTY ROAD 16 TO THE LEFT.  TURN LEFT GOING SOUTH ALONG
 DF1577'COUNTY ROAD 16 FOR 1.45 KM (0.9 MI) TO A DIRT DRIVEWAY TO THE
 DF1577'LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 16 FOR 0.3 KM
 DF1577'(0.2 MI) TO THE STATION ON THE RIGHT.
 DF1577'
 DF1577'THE STATION IS A STANDARD GADT DISK
 DF1577'STAMPED---094-217 1980 ---,
 DF1577'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1577'FLUSH WITH GROUND.  IT IS LOCATED
 DF1577'8.84 METERS (29.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DF1577'COUNTY DIRT ROAD,
 DF1577'20.94 METERS (68.70 FT) WEST FROM A POWER POLE ON THE EAST SIDE
 DF1577'OF THE ROAD,
 DF1577'16.00 METERS (52.50 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER
 DF1577'OF A BRICK COLUMN OF THE PORCH,
 DF1577'11.89 METERS (39.00 FT) NORTHWEST FROM A 36 INCH OAK TREE, AND
 DF1577'4.72 METERS (15.50 FT) EAST-NORTHEAST FROM THE FACE OF THE
 DF1577'CONCRETE BLOCK WALL.
 DF1577'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1577'STAMPED---094-217 1980---,
 DF1577'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1577'
 DF1577'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1577'STAMPED---094-217 1980 RM 1---,
 DF1577'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1577'FLUSH WITH GROUND.  IT IS LOCATED
 DF1577'7.31 METERS (24.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DF1577'COUNTY DIRT ROAD,
 DF1577'27.64 METERS (90.70 FT) EAST FROM THE NORTHEAST CORNER OF THE
 DF1577'CONCRETE BLOCK WALL,
 DF1577'21.73 METERS (57.20 FT) NORTHWEST FROM THE POWER POLE, AND
 DF1577'0.76 METER (2.500 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1577'MARK IS LEVEL WITH STATION.
 DF1577'
 DF1577'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1577'STAMPED---094-217 1980 AZ MK---,
 DF1577'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1577'FLUSH WITH GROUND.  IT IS LOCATED
 DF1577'4.57 METERS (15.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 DF1577'DIRT DRIVEWAY,
 DF1577'19.2 METERS (63.00 FT) SOUTH-SOUTHWEST FROM A 24 INCH CEDAR TREE
 DF1577'ON THE EAST SIDE OF THE DRIVEWAY,
 DF1577'17.74 METERS (58.20 FT) WEST FROM A 36 INCH FORKED OAK TREE ON
 DF1577'THE EAST SIDE OF THE DRIVEWAY,
 DF1577'0.61 METER (2.000 FT) WEST-SOUTHWEST FROM A WITNESS POST, AND
 DF1577'4.69 METERS (15.40 FT) NORTH-NORTHEAST FROM A POWER POLE.
 DF1577'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG DIRT
 DF1577'COUNTY ROAD 16 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF A DIRT
 DF1577'DRIVEWAY TO THE RIGHT.  TURN RIGHT GOING EAST ALONG THE DRIVEWAY
 DF1577'FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DF1577'
 DF1577'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1577'COUNTY ROAD NUMBERS OBTAINED FROM --GENERAL HIGHWAY MAP MCDUFFIE
 DF1577'COUNTY GA, 1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1575 ***********************************************************************
 DF1575  DESIGNATION -  BV 094 217 GADT AZ MK
 DF1575  PID         -  DF1575
 DF1575  STATE/COUNTY-  GA/MCDUFFIE
 DF1575  USGS QUAD   -  HARLEM (1980)
 DF1575
 DF1575                         *CURRENT SURVEY CONTROL
 DF1575  ___________________________________________________________________
 DF1575* NAD 83(1994)-  33 23 27.99510(N)    082 20 25.56956(W)     ADJUSTED  
 DF1575* NAVD 88     -       150.0    (meters)     492.     (feet)  VERTCON   
 DF1575  ___________________________________________________________________
 DF1575  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF1575  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DF1575
 DF1575  HORZ ORDER  -  SECOND
 DF1575
 DF1575.The horizontal coordinates were established by classical geodetic methods
 DF1575.and adjusted by the National Geodetic Survey in September 1997..
 DF1575
 DF1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1575
 DF1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1575
 DF1575.The geoid height was determined by GEOID03.
 DF1575
 DF1575;                    North         East     Units Scale Factor Converg.
 DF1575;SPC GA E     -   375,987.713   183,834.332   MT  0.99990322   -0 05 44.3
 DF1575;SPC GA E     - 1,233,553.02    603,129.80   sFT  0.99990322   -0 05 44.3
 DF1575;UTM  17      - 3,695,449.434   375,332.918   MT  0.99979161   -0 44 16.1
 DF1575
 DF1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1575!SPC GA E     -   0.99998103  x   0.99990322  =   0.99988425
 DF1575!UTM  17      -   0.99998103  x   0.99979161  =   0.99977264
 DF1575
 DF1575                          SUPERSEDED SURVEY CONTROL
 DF1575
 DF1575  NAD 83(1986)-  33 23 28.00001(N)    082 20 25.56566(W) AD(       ) 2
 DF1575  NAD 27      -  33 23 27.49352(N)    082 20 26.11978(W) AD(       ) 2
 DF1575  NGVD 29 (07/19/86)  150.2    (m)          493.     (f) VERT ANG       
 DF1575
 DF1575.Superseded values are not recommended for survey control.
 DF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1575.See file dsdata.txt to determine how the superseded data were derived.
 DF1575
 DF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7533395449(NAD 83)
 DF1575_MARKER: DD = SURVEY DISK
 DF1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1575+STABILITY: SURFACE MOTION
 DF1575
 DF1575  HISTORY     - Date     Condition        Report By
 DF1575  HISTORY     - 1980     MONUMENTED       GADT
 DF1575
 DF1575                          STATION DESCRIPTION
 DF1575
 DF1575'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1575'THE STATION IS LOCATED 3.8 KM (2 MI) SOUTHWEST OF HARLEM, 21 KM
 DF1575'(13 MI) NORTH OF WRENS, AND 4.8 KM (3 MI) SOUTHEAST OF DEARING.
 DF1575'OWNERSHIP--C. W. AXTON.
 DF1575'
 DF1575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (278,
 DF1575'STATE ROUTES 10 AND 12) AND U.S. HIGHWAY 221 (STATE ROUTE 47) IN
 DF1575'HARLEM , GO WEST ALONG U.S. HIGHWAY 78 FOR 2.75 KM (1.7 MI) TO
 DF1575'THE JUNCTION OF PAVED COUNTY ROAD 306 TO THE LEFT.  TURN LEFT
 DF1575'GOING SOUTH ALONG COUNTY ROAD 306 FOR 2.1 KM (1.3 MI) TO THE
 DF1575'JUNCTION OF DIRT COUNTY ROAD 16 TO THE LEFT.  TURN LEFT GOING
 DF1575'SOUTH ALONG COUNTY ROAD 16 FOR 1.45 KM (0.9 MI) TO A DIRT DRIVEWAY
 DF1575'TO THE LEFT.  TURN LEFT GOING EAST ALONG THE DIRT DRIVEWAY FOR
 DF1575'0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 DF1575'
 DF1575'THE STATION IS A STANDARD GADT DISK
 DF1575'STAMPED---094-217 1980 AZ MK---,
 DF1575'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1575'FLUSH WITH GROUND.  IT IS LOCATED
 DF1575'4.57 METERS (15.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 DF1575'DIRT DRIVEWAY,
 DF1575'19.20 METERS (63.00 FT) SOUTH-SOUTHWEST FROM A 24 INCH CEDAR TREE
 DF1575'ON THE EAST SIDE OF THE DRIVEWAY,
 DF1575'17.74 METERS (58.20 FT) WEST FROM A 36 INCH FORKED OAK TREE ON
 DF1575'THE EAST SIDE OF THE DRIVEWAY,
 DF1575'4.69 METERS (15.40 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 DF1575'0.61 METER (2.000 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1575'
 DF1575'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1575'COUNTY GA. 1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1631 ***********************************************************************
 DF1631  DESIGNATION -  BV 094 218 GADT
 DF1631  PID         -  DF1631
 DF1631  STATE/COUNTY-  GA/MCDUFFIE
 DF1631  USGS QUAD   -  THOMSON EAST (1981)
 DF1631
 DF1631                         *CURRENT SURVEY CONTROL
 DF1631  ___________________________________________________________________
 DF1631* NAD 83(1994)-  33 27 08.02847(N)    082 25 23.58744(W)     ADJUSTED  
 DF1631* NAVD 88     -       164.3    (meters)     539.     (feet)  VERTCON   
 DF1631  ___________________________________________________________________
 DF1631  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF1631  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF1631
 DF1631  HORZ ORDER  -  SECOND
 DF1631
 DF1631.The horizontal coordinates were established by classical geodetic methods
 DF1631.and adjusted by the National Geodetic Survey in September 1997..
 DF1631
 DF1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1631
 DF1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1631
 DF1631.The geoid height was determined by GEOID03.
 DF1631
 DF1631;                    North         East     Units Scale Factor Converg.
 DF1631;SPC GA E     -   382,781.962   176,149.797   MT  0.99990701   -0 08 29.1
 DF1631;SPC GA E     - 1,255,843.82    577,918.13   sFT  0.99990701   -0 08 29.1
 DF1631;UTM  17      - 3,702,328.754   367,725.850   MT  0.99981571   -0 47 04.7
 DF1631
 DF1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1631!SPC GA E     -   0.99997876  x   0.99990701  =   0.99988577
 DF1631!UTM  17      -   0.99997876  x   0.99981571  =   0.99979447
 DF1631
 DF1631:                Primary Azimuth Mark                     Grid Az
 DF1631:SPC GA E     -  BV 094 218 GADT AZ MK                    343 58 07.5
 DF1631:UTM  17      -  BV 094 218 GADT AZ MK                    344 36 43.1
 DF1631
 DF1631|---------------------------------------------------------------------|
 DF1631| PID    Reference Object                     Distance      Geod. Az  |
 DF1631|                                                           dddmmss.s |
 DF1631| DF1633 BV 094 218 GADT AZ MK               440.406 METERS 3434938.4 |
 DF1631| DF1632 BV 094 218 GADT RM 1                 15.396 METERS 34725     |
 DF1631|---------------------------------------------------------------------|
 DF1631
 DF1631                          SUPERSEDED SURVEY CONTROL
 DF1631
 DF1631  NAD 83(1986)-  33 27 08.03364(N)    082 25 23.58405(W) AD(       ) 2
 DF1631  NAD 27      -  33 27 07.53709(N)    082 25 24.13029(W) AD(       ) 2
 DF1631  NGVD 29 (07/19/86)  164.5    (m)          540.     (f) VERT ANG       
 DF1631
 DF1631.Superseded values are not recommended for survey control.
 DF1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1631.See file dsdata.txt to determine how the superseded data were derived.
 DF1631
 DF1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6772602329(NAD 83)
 DF1631_MARKER: DD = SURVEY DISK
 DF1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1631+STABILITY: SURFACE MOTION
 DF1631
 DF1631  HISTORY     - Date     Condition        Report By
 DF1631  HISTORY     - 1980     MONUMENTED       GADT
 DF1631
 DF1631                          STATION DESCRIPTION
 DF1631
 DF1631'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1631'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) NORTHWEST OF
 DF1631'DEARING, 7.8 KM (4-3/4 MI) EAST-SOUTHEAST OF THOMSON, AND
 DF1631'14.2 KM (8-3/4 MI) SOUTHWEST OF APPLING ON THE PROPERTY OF MR.
 DF1631'W.C. WATSON.
 DF1631'
 DF1631'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEARING (ABOUT
 DF1631'61 METERS (200 FT) NORTH OF THE JUNCTION OF MAIN STREET AND U.S.
 DF1631'HIGHWAYS 278 AND 78), GO NORTH ALONG MAIN STREET (COUNTY ROAD 72)
 DF1631'FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 95
 DF1631'(HAMPTON GRIFFING ROAD) FORKING TO THE LEFT.  TURN LEFT GOING
 DF1631'NORTHWEST ALONG COUNTY ROAD 95 FOR 2.5 KM (1.55 MI) TO THE
 DF1631'JUNCTION OF DIRT COUNTY ROAD 84 (HAMPTON-DAVIS ROAD) TO THE
 DF1631'RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 84 FOR 1.85 KM
 DF1631'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 76 (HAMILTON
 DF1631'MARTIN ROAD) CROSSING.  TURN LEFT GOING WEST ALONG COUNTY ROAD
 DF1631'76 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 DF1631'
 DF1631'THE STATION IS A STANDARD GADT DISK
 DF1631'STAMPED---094-218 1980---,
 DF1631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1631'FLUSH WITH GROUND.  IT IS LOCATED
 DF1631'9.45 METERS (31.0 FT) SOUTH FROM THE CENTERLINE OF DIRT COUNTY
 DF1631'ROAD 76,
 DF1631'2.77 METERS (9.1 FT) WEST FROM A POWER POLE,
 DF1631'10.88 METERS (35.7 FT) EAST-NORTHEAST FROM AN 8 INCH PINE TREE, AND
 DF1631'0.91 METER (3.0 FT) NORTH FROM A WITNESS POST.
 DF1631'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1631'STAMPED---094-218 1980---,
 DF1631'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DF1631'
 DF1631'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1631'STAMPED---094-218 1980 RM 1---,
 DF1631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1631'FLUSH WITH GROUND.  IT IS LOCATED
 DF1631'6.1 METERS (20.0 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD 76,
 DF1631'16.00 METERS (52.5 FT) NORTHWEST FROM THE POWER POLE ON THE SOUTH
 DF1631'SIDE OF THE ROAD,
 DF1631'5.06 METERS (16.6 FT) WEST FROM A 2 INCH PINE TREE, AND
 DF1631'0.91 METER (3.0 FT) SOUTH FROM A WITNESS POST.
 DF1631'
 DF1631'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1631'STAMPED---094-218 1980 AZ MK---,
 DF1631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1631'FLUSH WITH GROUND.  IT IS LOCATED
 DF1631'11.28 METERS (37.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1631'ROAD,
 DF1631'31.55 METERS (103.5 FT) NORTH-NORTHWEST FROM A POWER POLE ON THE
 DF1631'EAST SIDE OF THE ROAD,
 DF1631'13.17 METERS (43.2 FT) NORTHEAST FROM A CONCRETE PROPERTY CORNER
 DF1631'POST ON THE SOUTH SIDE OF A DIRT DRIVEWAY TO THE WEST, AND
 DF1631'0.91 METER (3.0 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1631'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING WEST ALONG
 DF1631'COUNTY ROAD 76 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF DIRT
 DF1631'COUNTY ROAD 91697 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY
 DF1631'ROAD 91697 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1631'
 DF1631'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1631'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1631'COUNTY GA. 1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1633 ***********************************************************************
 DF1633  DESIGNATION -  BV 094 218 GADT AZ MK
 DF1633  PID         -  DF1633
 DF1633  STATE/COUNTY-  GA/MCDUFFIE
 DF1633  USGS QUAD   -  THOMSON EAST (1981)
 DF1633
 DF1633                         *CURRENT SURVEY CONTROL
 DF1633  ___________________________________________________________________
 DF1633* NAD 83(1994)-  33 27 21.75744(N)    082 25 28.33742(W)     ADJUSTED  
 DF1633* NAVD 88     -       158.2    (meters)     519.     (feet)  VERTCON   
 DF1633  ___________________________________________________________________
 DF1633  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF1633  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF1633
 DF1633  HORZ ORDER  -  SECOND
 DF1633
 DF1633.The horizontal coordinates were established by classical geodetic methods
 DF1633.and adjusted by the National Geodetic Survey in September 1997..
 DF1633
 DF1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1633
 DF1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1633
 DF1633.The geoid height was determined by GEOID03.
 DF1633
 DF1633;                    North         East     Units Scale Factor Converg.
 DF1633;SPC GA E     -   383,205.201   176,028.185   MT  0.99990708   -0 08 31.8
 DF1633;SPC GA E     - 1,257,232.40    577,519.14   sFT  0.99990708   -0 08 31.8
 DF1633;UTM  17      - 3,702,753.293   367,609.008   MT  0.99981609   -0 47 07.6
 DF1633
 DF1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1633!SPC GA E     -   0.99997972  x   0.99990708  =   0.99988680
 DF1633!UTM  17      -   0.99997972  x   0.99981609  =   0.99979581
 DF1633
 DF1633                          SUPERSEDED SURVEY CONTROL
 DF1633
 DF1633  NAD 83(1986)-  33 27 21.76261(N)    082 25 28.33402(W) AD(       ) 2
 DF1633  NAD 27      -  33 27 21.26641(N)    082 25 28.88011(W) AD(       ) 2
 DF1633  NGVD 29 (07/19/86)  158.4    (m)          520.     (f) VERT ANG       
 DF1633
 DF1633.Superseded values are not recommended for survey control.
 DF1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1633.See file dsdata.txt to determine how the superseded data were derived.
 DF1633
 DF1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6760902753(NAD 83)
 DF1633_MARKER: DD = SURVEY DISK
 DF1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1633+STABILITY: SURFACE MOTION
 DF1633
 DF1633  HISTORY     - Date     Condition        Report By
 DF1633  HISTORY     - 1980     MONUMENTED       GADT
 DF1633
 DF1633                          STATION DESCRIPTION
 DF1633
 DF1633'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1633'THE STATION IS LOCATED ABOUT 5.5 KM (3-1/2 MI) NORTHWEST OF
 DF1633'DEARING, 7.2 KM (4-1/2 MI) EAST-SOUTHEAST OF THOMSON, AND
 DF1633'14 KM (8-1/2 MI) SOUTHWEST OF APPLING ON
 DF1633'COUNTY RIGHT OF WAY.
 DF1633'
 DF1633'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEARING (ABOUT
 DF1633'61 METERS (200 FT) NORTH OF THE JUNCTION OF MAIN STREET AND U.S.
 DF1633'HIGHWAYS 278 AND 78), GO NORTH ALONG MAIN STREET (COUNTY ROAD 72)
 DF1633'FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 95
 DF1633'(HAMPTON GRIFFING ROAD) FORKING TO THE LEFT.  TURN LEFT GOING
 DF1633'NORTHWEST ALONG COUNTY ROAD 95 FOR 2.5 KM (1.55 MI) TO THE
 DF1633'JUNCTION OF DIRT COUNTY ROAD 84 (HAMPTON-DAVIS ROAD) TO THE
 DF1633'RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 84 FOR 1.85 KM
 DF1633'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 76 (HAMILTON
 DF1633'MARTIN ROAD) CROSSING.  TURN LEFT GOING WEST ALONG COUNTY ROAD
 DF1633'76 FOR 0.95 KM (0.6 MI) TO THE JUNCTION OF DIRT COUNTY
 DF1633'ROAD 91697 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY
 DF1633'ROAD 91697 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 DF1633'
 DF1633'THE STATION IS A STANDARD GADT DISK
 DF1633'STAMPED---094-218 1980 AZ MK---,
 DF1633'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1633'FLUSH WITH GROUND.  IT IS LOCATED
 DF1633'11.28 METERS (37.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1633'ROAD,
 DF1633'31.55 METERS (103.5 FT) NORTH-NORTHWEST FROM A POWER POLE ON THE
 DF1633'EAST SIDE OF THE ROAD,
 DF1633'13.17 METERS (43.2 FT) NORTHEAST FROM A CONCRETE PROPERTY CORNER
 DF1633'POST ON THE SOUTH SIDE OF A DIRT DRIVEWAY TO THE WEST, AND
 DF1633'0.91 METER (3.0 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1633'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1633'COUNTY GA. 1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1579 ***********************************************************************
 DF1579  DESIGNATION -  BV 094 219 GADT
 DF1579  PID         -  DF1579
 DF1579  STATE/COUNTY-  GA/MCDUFFIE
 DF1579  USGS QUAD   -  HARLEM (1980)
 DF1579
 DF1579                         *CURRENT SURVEY CONTROL
 DF1579  ___________________________________________________________________
 DF1579* NAD 83(1994)-  33 25 14.21820(N)    082 20 33.13607(W)     ADJUSTED  
 DF1579* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 DF1579  ___________________________________________________________________
 DF1579  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DF1579  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF1579
 DF1579  HORZ ORDER  -  SECOND
 DF1579
 DF1579.The horizontal coordinates were established by classical geodetic methods
 DF1579.and adjusted by the National Geodetic Survey in September 1997..
 DF1579
 DF1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1579
 DF1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1579
 DF1579.The geoid height was determined by GEOID03.
 DF1579
 DF1579;                    North         East     Units Scale Factor Converg.
 DF1579;SPC GA E     -   379,260.327   183,644.332   MT  0.99990330   -0 05 48.7
 DF1579;SPC GA E     - 1,244,289.92    602,506.45   sFT  0.99990330   -0 05 48.7
 DF1579;UTM  17      - 3,698,723.608   375,179.640   MT  0.99979208   -0 44 22.3
 DF1579
 DF1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1579!SPC GA E     -   0.99997863  x   0.99990330  =   0.99988193
 DF1579!UTM  17      -   0.99997863  x   0.99979208  =   0.99977071
 DF1579
 DF1579|---------------------------------------------------------------------|
 DF1579| PID    Reference Object                     Distance      Geod. Az  |
 DF1579|                                                           dddmmss.s |
 DF1579| DF1578 BV 094 219 GADT RM 1                 26.441 METERS 10029     |
 DF1579| DF1580 BV 094 219 GADT AZ MK               APPROX. 0.6 KM 2623203.7 |
 DF1579|---------------------------------------------------------------------|
 DF1579
 DF1579                          SUPERSEDED SURVEY CONTROL
 DF1579
 DF1579  NAD 83(1986)-  33 25 14.22307(N)    082 20 33.13209(W) AD(       ) 2
 DF1579  NAD 27      -  33 25 13.71924(N)    082 20 33.68667(W) AD(       ) 2
 DF1579  NGVD 29 (07/19/86)  165.5    (m)          543.     (f) VERT ANG       
 DF1579
 DF1579.Superseded values are not recommended for survey control.
 DF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1579.See file dsdata.txt to determine how the superseded data were derived.
 DF1579
 DF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7518098724(NAD 83)
 DF1579_MARKER: DD = SURVEY DISK
 DF1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1579+STABILITY: SURFACE MOTION
 DF1579
 DF1579  HISTORY     - Date     Condition        Report By
 DF1579  HISTORY     - 1980     MONUMENTED       GADT
 DF1579
 DF1579                          STATION DESCRIPTION
 DF1579
 DF1579'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1579'THE STATION IS LOCATED ABOUT 2.8 KM (1-3/4 MI) WEST-NORTHWEST OF
 DF1579'HARLEM, 4 KM (2-1/2 MI) EAST-NORTHEAST OF DEARING, AND 14 KM
 DF1579'(8-3/4 MI) SOUTH OF APPLING.
 DF1579'OWNERSHIP--H.D. STAPLE, 2260 LUMPKIN ROAD, AUGUSTA, GA. 30906.
 DF1579'
 DF1579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1579'HIGHWAY 278) AND U.S. HIGHWAY 221 (STATE ROUTE 47) IN HARLEM, GO
 DF1579'WEST ALONG U.S. HIGHWAYS 78 AND 278 (STATE ROUTES 10 AND 12) FOR
 DF1579'2.65 KM (1.65 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 306 TO THE
 DF1579'LEFT.  CONTINUE GOING WEST ALONG U.S. HIGHWAYS 278 AND 78 (STATE
 DF1579'ROUTES 10 AND 12) FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 DF1579'
 DF1579'THE STATION IS A STANDARD GADT DISK
 DF1579'STAMPED---094-219 1980---,
 DF1579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1579'FLUSH WITH GROUND.  IT IS LOCATED
 DF1579'37.34 METERS (122.5 FT) NORTH-NORTHWEST FROM A POWER POLE ON THE
 DF1579'SOUTH SIDE OF THE HIGHWAY,
 DF1579'28.93 METERS (94.9 FT) NORTH-NORTHEAST FROM ANOTHER POWER POLE ON
 DF1579'THE SOUTH SIDE OF THE HIGHWAY,
 DF1579'17.86 METERS (58.6 FT) EAST FROM ANOTHER POWER POLE AND BRACE
 DF1579'POLE,
 DF1579'10.49 METERS (34.4 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 DF1579'AND
 DF1579'1.22 METERS (4.0 FT) SOUTH FROM A WITNESS POST.
 DF1579'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1579'STAMPED---094-219 1980---,
 DF1579'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1579'
 DF1579'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1579'STAMPED---094-219 1980 RM 1---,
 DF1579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1579'FLUSH WITH GROUND.  IT IS LOCATED
 DF1579'44.26 METERS (145.2 FT) EAST FROM THE POWER POLE AND BRACE POLE,
 DF1579'23.26 METERS (76.3 FT) NORTH FROM THE OTHER POWER POLE ON THE
 DF1579'SOUTH SIDE OF THE HIGHWAY,
 DF1579'9.17 METERS (30.1 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 DF1579'AND
 DF1579'0.86 METER (2.8 FT) SOUTH FROM A WITNESS POST.
 DF1579'MARK IS LEVEL WITH STATION.
 DF1579'
 DF1579'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1579'STAMPED---094-219 1980 AZ MK---,
 DF1579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1579'FLUSH WITH GROUND.  IT IS LOCATED
 DF1579'14.27 METERS (46.8 FT) EAST-NORTHEAST FROM AN 8 INCH PINE TREE,
 DF1579'10.36 METERS (34.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 DF1579'2.41 METERS (7.9 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1579'1.77 METERS (5.8 FT) NORTH FROM A WITNESS POST.
 DF1579'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S.
 DF1579'HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR 0.65 KM (0.4 MI)
 DF1579'TO THE AZIMUTH MARK ON THE LEFT.
 DF1579'
 DF1579'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1579'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1579'COUNTY GA. 1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1580 ***********************************************************************
 DF1580  DESIGNATION -  BV 094 219 GADT AZ MK
 DF1580  PID         -  DF1580
 DF1580  STATE/COUNTY-  GA/MCDUFFIE
 DF1580  USGS QUAD   -  HARLEM (1980)
 DF1580
 DF1580                         *CURRENT SURVEY CONTROL
 DF1580  ___________________________________________________________________
 DF1580* NAD 83(1994)-  33 25 11.69479(N)    082 20 56.09399(W)     ADJUSTED  
 DF1580* NAVD 88     -       160.8    (meters)     528.     (feet)  VERTCON   
 DF1580  ___________________________________________________________________
 DF1580  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DF1580  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF1580
 DF1580  HORZ ORDER  -  SECOND
 DF1580
 DF1580.The horizontal coordinates were established by classical geodetic methods
 DF1580.and adjusted by the National Geodetic Survey in September 1997..
 DF1580
 DF1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1580
 DF1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1580
 DF1580.The geoid height was determined by GEOID03.
 DF1580
 DF1580;                    North         East     Units Scale Factor Converg.
 DF1580;SPC GA E     -   379,183.613   183,051.128   MT  0.99990354   -0 06 01.4
 DF1580;SPC GA E     - 1,244,038.24    600,560.24   sFT  0.99990354   -0 06 01.4
 DF1580;UTM  17      - 3,698,653.559   374,585.679   MT  0.99979392   -0 44 34.9
 DF1580
 DF1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1580!SPC GA E     -   0.99997933  x   0.99990354  =   0.99988287
 DF1580!UTM  17      -   0.99997933  x   0.99979392  =   0.99977326
 DF1580
 DF1580                          SUPERSEDED SURVEY CONTROL
 DF1580
 DF1580  NAD 83(1986)-  33 25 11.69968(N)    082 20 56.09000(W) AD(       ) 2
 DF1580  NAD 27      -  33 25 11.19569(N)    082 20 56.64391(W) AD(       ) 2
 DF1580  NGVD 29 (07/19/86)  161.0    (m)          528.     (f) VERT ANG       
 DF1580
 DF1580.Superseded values are not recommended for survey control.
 DF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1580.See file dsdata.txt to determine how the superseded data were derived.
 DF1580
 DF1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7458698654(NAD 83)
 DF1580_MARKER: DD = SURVEY DISK
 DF1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1580+STABILITY: SURFACE MOTION
 DF1580
 DF1580  HISTORY     - Date     Condition        Report By
 DF1580  HISTORY     - 1980     MONUMENTED       GADT
 DF1580
 DF1580                          STATION DESCRIPTION
 DF1580
 DF1580'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1580'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) WEST-NORTHWEST OF
 DF1580'HARLEM, 3.5 KM (2-1/4 MI) EAST-NORTHEAST OF DEARING, AND 14.2 KM
 DF1580'(8-3/4 MI) SOUTH OF APPLING ON STATE RIGHT OF WAY.
 DF1580'
 DF1580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1580'HIGHWAY 278) AND U.S. HIGHWAY 221 (STATE ROUTE 47) IN HARLEM, GO
 DF1580'WEST ALONG U.S. HIGHWAYS 78 AND 278 (STATE ROUTES 10 AND 12) FOR
 DF1580'2.65 KM (1.65 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 306 TO THE
 DF1580'LEFT.  CONTINUE GOING WEST ALONG U.S. HIGHWAYS 278 AND 78 (STATE
 DF1580'ROUTES 10 AND 12) FOR 0.95 KM (0.6 MI) TO THE STATION ON THE LEFT.
 DF1580'
 DF1580'THE STATION IS A STANDARD GADT DISK
 DF1580'STAMPED---094-219 1980 AZ MK---,
 DF1580'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1580'FLUSH WITH GROUND.  IT IS LOCATED
 DF1580'14.27 METERS (46.8 FT) EAST-NORTHEAST FROM AN 8 INCH PINE TREE,
 DF1580'10.36 METERS (34.0 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 DF1580'2.41 METERS (7.9 FT) EAST-SOUTHEAST FROM A POWER POLE, AND
 DF1580'1.77 METERS (5.8 FT) NORTH FROM A WITNESS POST.
 DF1580'
 DF1580'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1580'COUNTY GA. 1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1629 ***********************************************************************
 DF1629  DESIGNATION -  BV 094 220 GADT
 DF1629  PID         -  DF1629
 DF1629  STATE/COUNTY-  GA/MCDUFFIE
 DF1629  USGS QUAD   -  THOMSON EAST (1981)
 DF1629
 DF1629                         *CURRENT SURVEY CONTROL
 DF1629  ___________________________________________________________________
 DF1629* NAD 83(1994)-  33 25 10.46649(N)    082 22 45.97939(W)     ADJUSTED  
 DF1629* NAVD 88     -       159.1    (meters)     522.     (feet)  VERTCON   
 DF1629  ___________________________________________________________________
 DF1629  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DF1629  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF1629
 DF1629  HORZ ORDER  -  SECOND
 DF1629
 DF1629.The horizontal coordinates were established by classical geodetic methods
 DF1629.and adjusted by the National Geodetic Survey in September 1997..
 DF1629
 DF1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1629
 DF1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1629
 DF1629.The geoid height was determined by GEOID03.
 DF1629
 DF1629;                    North         East     Units Scale Factor Converg.
 DF1629;SPC GA E     -   379,151.163   180,212.376   MT  0.99990483   -0 07 01.9
 DF1629;SPC GA E     - 1,243,931.77    591,246.77   sFT  0.99990483   -0 07 01.9
 DF1629;UTM  17      - 3,698,652.952   371,747.043   MT  0.99980279   -0 45 35.5
 DF1629
 DF1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1629!SPC GA E     -   0.99997959  x   0.99990483  =   0.99988442
 DF1629!UTM  17      -   0.99997959  x   0.99980279  =   0.99978238
 DF1629
 DF1629:                Primary Azimuth Mark                     Grid Az
 DF1629:SPC GA E     -  BV 094 220 GADT AZ MK                    016 25 39.9
 DF1629:UTM  17      -  BV 094 220 GADT AZ MK                    017 04 13.5
 DF1629
 DF1629|---------------------------------------------------------------------|
 DF1629| PID    Reference Object                     Distance      Geod. Az  |
 DF1629|                                                           dddmmss.s |
 DF1629| DF1628 BV 094 220 GADT AZ MK               418.577 METERS 0161838.0 |
 DF1629| DF1630 BV 094 220 GADT RM 1                 17.924 METERS 27235     |
 DF1629|---------------------------------------------------------------------|
 DF1629
 DF1629                          SUPERSEDED SURVEY CONTROL
 DF1629
 DF1629  NAD 83(1986)-  33 25 10.47143(N)    082 22 45.97537(W) AD(       ) 2
 DF1629  NAD 27      -  33 25 09.96693(N)    082 22 46.52614(W) AD(       ) 2
 DF1629  NGVD 29 (07/19/86)  159.3    (m)          523.     (f) VERT ANG       
 DF1629
 DF1629.Superseded values are not recommended for survey control.
 DF1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1629.See file dsdata.txt to determine how the superseded data were derived.
 DF1629
 DF1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7174798653(NAD 83)
 DF1629_MARKER: DD = SURVEY DISK
 DF1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1629+STABILITY: SURFACE MOTION
 DF1629
 DF1629  HISTORY     - Date     Condition        Report By
 DF1629  HISTORY     - 1980     MONUMENTED       GADT
 DF1629
 DF1629                          STATION DESCRIPTION
 DF1629
 DF1629'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1629'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) EAST-SOUTHEAST OF
 DF1629'THOMSON, 6 KM (3-3/4 MI) WEST OF HARLEM, AND 3/4 KM (1/2 MI)
 DF1629'NORTHEAST OF DEARING.
 DF1629'OWNERSHIP--WILLIAM CRAWFORD,
 DF1629'DEARING GEORGIA, PHONE 404-556-3484.
 DF1629'
 DF1629'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEARING ABOUT
 DF1629'38.10 METERS (125.00 FT) NORTH OF THE JUNCTION OF U.S. HIGHWAY
 DF1629'278 (U.S. HIGHWAY 78 AND STATE ROUTE 12) AND MAIN STREET, GO NORTH
 DF1629'ALONG MAIN STREET (PAVED) FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF
 DF1629'CHURCH STREET (PAVED) TO THE RIGHT.  TURN RIGHT AND GO EAST THEN
 DF1629'NORTHEAST ALONG CHURCH STREET FOR 0.65 KM (0.4 MI) TO THE
 DF1629'TERMINATION OF PAVEMENT AT THE JUNCTION OF HIGHLAND ROAD (PAVED)
 DF1629'TO THE LEFT, COUNTY DIRT ROAD 75 TO THE RIGHT, COUNTY DIRT ROAD 73
 DF1629'CONTINUING STRAIGHT AHEAD AND THE STATION ON THE RIGHT IN THE
 DF1629'NORTHEAST QUADRANT OF THE INTERSECTION.
 DF1629'
 DF1629'THE STATION IS A STANDARD GADT DISK
 DF1629'STAMPED---094-220 1980---,
 DF1629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1629'FLUSH WITH GROUND.  IT IS LOCATED
 DF1629'8.99 METERS (29.50 FT) SOUTHEAST FROM THE CENTERLINE OF CHURCH
 DF1629'STREET (DIRT),
 DF1629'15.24 METERS (50.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1629'HIGHLAND ROAD (DIRT),
 DF1629'12.50 METERS (41.00 FT) NORTHWEST FROM THE TOP CENTER OF A RIGHT
 DF1629'OF WAY MARKER,
 DF1629'5.82 METERS (19.10 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DF1629'2.44 METERS (8.00 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1629'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1629'STAMPED---094-220 1980---,
 DF1629'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1629'
 DF1629'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1629'STAMPED---094-220 1980 RM 1---,
 DF1629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1629'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1629'8.53 METERS (28.00 FT) NORTHWEST FROM THE CENTERLINE OF CHURCH
 DF1629'STREET (DIRT),
 DF1629'15.54 METERS (51.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 DF1629'HIGHLAND ROAD (PAVED),
 DF1629'14.24 METERS (46.70 FT) NORTH-NORTHWEST FROM A POWER POLE TO
 DF1629'THE NORTH OF HIGHLAND ROAD AND EAST OF CHURCH STREET,
 DF1629'0.88 METER (2.90 FT) SOUTHEAST FROM THE TOP CENTER OF A RIGHT OF
 DF1629'WAY MARKER, AND
 DF1629'1.28 METERS (4.20 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1629'MARK IS BELOW STATION 0.30 METERS.
 DF1629'
 DF1629'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1629'STAMPED---094-220 1980 AZ MK---,
 DF1629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1629'FLUSH WITH GROUND.  IT IS LOCATED
 DF1629'6.10 METERS (20.00 FT) NORTHWEST FROM THE CENTERLINE OF CHURCH
 DF1629'STREET (DIRT),
 DF1629'14.66 METERS (48.10 FT) WEST-NORTHWEST FROM A POWER POLE TO THE
 DF1629'EAST OF CHURCH STREET,
 DF1629'8.23 METERS (27.00 FT) SOUTHWEST FROM A BRACE POWER POLE, AND
 DF1629'0.82 METER (2.70 FT) SOUTHEAST FROM A WITNESS POST.
 DF1629'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 DF1629'COUNTY DIRT ROAD 73 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON
 DF1629'THE LEFT.
 DF1629'
 DF1629'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1629'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1629'COUNTY GA.  1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1628 ***********************************************************************
 DF1628  DESIGNATION -  BV 094 220 GADT AZ MK
 DF1628  PID         -  DF1628
 DF1628  STATE/COUNTY-  GA/MCDUFFIE
 DF1628  USGS QUAD   -  THOMSON EAST (1981)
 DF1628
 DF1628                         *CURRENT SURVEY CONTROL
 DF1628  ___________________________________________________________________
 DF1628* NAD 83(1994)-  33 25 23.50591(N)    082 22 41.42911(W)     ADJUSTED  
 DF1628* NAVD 88     -       159.7    (meters)     524.     (feet)  VERTCON   
 DF1628  ___________________________________________________________________
 DF1628  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DF1628  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF1628
 DF1628  HORZ ORDER  -  SECOND
 DF1628
 DF1628.The horizontal coordinates were established by classical geodetic methods
 DF1628.and adjusted by the National Geodetic Survey in September 1997..
 DF1628
 DF1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1628
 DF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1628
 DF1628.The geoid height was determined by GEOID03.
 DF1628
 DF1628;                    North         East     Units Scale Factor Converg.
 DF1628;SPC GA E     -   379,552.614   180,330.741   MT  0.99990477   -0 06 59.4
 DF1628;SPC GA E     - 1,245,248.87    591,635.11   sFT  0.99990477   -0 06 59.4
 DF1628;UTM  17      - 3,699,053.009   371,869.890   MT  0.99980241   -0 45 33.2
 DF1628
 DF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1628!SPC GA E     -   0.99997949  x   0.99990477  =   0.99988427
 DF1628!UTM  17      -   0.99997949  x   0.99980241  =   0.99978191
 DF1628
 DF1628                          SUPERSEDED SURVEY CONTROL
 DF1628
 DF1628  NAD 83(1986)-  33 25 23.51085(N)    082 22 41.42508(W) AD(       ) 2
 DF1628  NAD 27      -  33 25 23.00669(N)    082 22 41.97606(W) AD(       ) 2
 DF1628  NGVD 29 (07/19/86)  159.9    (m)          525.     (f) VERT ANG       
 DF1628
 DF1628.Superseded values are not recommended for survey control.
 DF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1628.See file dsdata.txt to determine how the superseded data were derived.
 DF1628
 DF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7187099053(NAD 83)
 DF1628_MARKER: DD = SURVEY DISK
 DF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1628+STABILITY: SURFACE MOTION
 DF1628
 DF1628  HISTORY     - Date     Condition        Report By
 DF1628  HISTORY     - 1980     MONUMENTED       GADT
 DF1628
 DF1628                          STATION DESCRIPTION
 DF1628
 DF1628'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1628'THE STATION IS LOCATED ABOUT 13.2 KM (8-1/4 MI) EAST-SOUTHEAST
 DF1628'OF THOMSON, 5.8 KM (3-1/2 MI) WEST OF HARLEM, AND
 DF1628'1.2 KM (3/4 MI) NORTHEAST OF DEARING.
 DF1628'OWNERSHIP--MCDUFFIE COUNTY RIGHT OF WAY.
 DF1628'
 DF1628'TO REACH THE STATION FROM THE U.S POST OFFICE IN DEARING ABOUT
 DF1628'38.10 METERS (125 FT) NORTH OF THE JUNCTION OF U.S. HIGHWAY 278
 DF1628'(U.S. HIGHWAY 78 AND STATE ROUTE 12) AND MAIN STREET, GO NORTH
 DF1628'ALONG MAIN STREET (PAVED) FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF
 DF1628'CHURCH STREET (PAVED) TO THE RIGHT.  TURN RIGHT AND GO EAST THEN
 DF1628'NORTHEAST ALONG CHURCH STREET FOR 0.65 KM (0.4 MI) TO THE
 DF1628'TERMINATION OF PAVEMENT AT THE JUNCTION OF HIGHLAND ROAD (PAVED)
 DF1628'TO THE LEFT, COUNTY DIRT ROAD 75 TO THE RIGHT, AND COUNTY DIRT
 DF1628'ROAD 73 CONTINUING STRAIGHT AHEAD.  CONTINUE NORTHEAST ALONG
 DF1628'COUNTY ROAD 73 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.
 DF1628'
 DF1628'THE STATION IS A STANDARD GADT DISK
 DF1628'STAMPED---094-220 1980 AZ MK---,
 DF1628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1628'FLUSH WITH GROUND.  IT IS LOCATED
 DF1628'6.10 METERS (20.00 FT) NORTHWEST FROM THE CENTERLINE OF CHURCH
 DF1628'STREET ( DIRT),
 DF1628'14.66 METERS (48.10 FT) WEST-NORTHWEST FROM A POWER POLE TO THE
 DF1628'EAST OF CHURCH STREET,
 DF1628'8.23 METERS (27.00 FT) SOUTHWEST FROM A BRACE POWER POLE, AND
 DF1628'0.82 METER (2.70 FT) SOUTHEAST FROM A WITNESS POST.
 DF1628'
 DF1628'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1628'COUNTY GA.  1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1605 ***********************************************************************
 DF1605  DESIGNATION -  BV 094 221 GADT
 DF1605  PID         -  DF1605
 DF1605  STATE/COUNTY-  GA/MCDUFFIE
 DF1605  USGS QUAD   -  BOWDENS POND (1950)
 DF1605
 DF1605                         *CURRENT SURVEY CONTROL
 DF1605  ___________________________________________________________________
 DF1605* NAD 83(1994)-  33 20 18.53854(N)    082 23 22.53417(W)     ADJUSTED  
 DF1605* NAVD 88     -       139.0    (meters)     456.     (feet)  VERTCON   
 DF1605  ___________________________________________________________________
 DF1605  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1605  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF1605
 DF1605  HORZ ORDER  -  SECOND
 DF1605
 DF1605.The horizontal coordinates were established by classical geodetic methods
 DF1605.and adjusted by the National Geodetic Survey in September 1997..
 DF1605
 DF1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1605
 DF1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1605
 DF1605.The geoid height was determined by GEOID03.
 DF1605
 DF1605;                    North         East     Units Scale Factor Converg.
 DF1605;SPC GA E     -   370,160.101   179,248.800   MT  0.99990531   -0 07 21.1
 DF1605;SPC GA E     - 1,214,433.60    588,085.44   sFT  0.99990531   -0 07 21.1
 DF1605;UTM  17      - 3,689,674.153   370,682.895   MT  0.99980618   -0 45 49.7
 DF1605
 DF1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1605!SPC GA E     -   0.99998274  x   0.99990531  =   0.99988806
 DF1605!UTM  17      -   0.99998274  x   0.99980618  =   0.99978893
 DF1605
 DF1605|---------------------------------------------------------------------|
 DF1605| PID    Reference Object                     Distance      Geod. Az  |
 DF1605|                                                           dddmmss.s |
 DF1605| DF1607 BV 094 221 GADT AZ MK               291.233 METERS 21644     |
 DF1605| DF1612 KAOLIN                              APPROX. 5.3 KM 2170242.8 |
 DF1605| DF1606 BV 094 221 GADT RM 1                 14.300 METERS 21721     |
 DF1605|---------------------------------------------------------------------|
 DF1605
 DF1605                          SUPERSEDED SURVEY CONTROL
 DF1605
 DF1605  NAD 83(1986)-  33 20 18.54380(N)    082 23 22.53143(W) AD(       ) 2
 DF1605  NAD 27      -  33 20 18.03328(N)    082 23 23.08340(W) AD(       ) 2
 DF1605  NGVD 29 (07/19/86)  139.2    (m)          457.     (f) VERT ANG       
 DF1605
 DF1605.Superseded values are not recommended for survey control.
 DF1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1605.See file dsdata.txt to determine how the superseded data were derived.
 DF1605
 DF1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7068389674(NAD 83)
 DF1605_MARKER: DD = SURVEY DISK
 DF1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1605+STABILITY: SURFACE MOTION
 DF1605
 DF1605  HISTORY     - Date     Condition        Report By
 DF1605  HISTORY     - 1980     MONUMENTED       GADT
 DF1605
 DF1605                          STATION DESCRIPTION
 DF1605
 DF1605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1605'THE STATION IS LOCATED ABOUT 17.8 KM (11 MI) SOUTHEAST OF
 DF1605'THOMSON, 14.5 KM (9 MI) NORTH OF WRENS, AND 11 KM (6-3/4 MI)
 DF1605'SOUTHWEST OF HARLEM.
 DF1605'OWNERSHIP--MCDUFFIE COUNTY RIGHT OF WAY.
 DF1605'
 DF1605'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEARING,
 DF1605'GO SOUTH ALONG MAIN STREET (PAVED) FOR 45.7 METERS (150 FT) TO
 DF1605'THE JUNCTION OF U.S. HIGHWAY 78 (U.S. HIGHWAY 278, STATE ROUTE 12
 DF1605'AND STATE ROUTE 10) CROSSING.  CONTINUE SOUTH ALONG MAIN STREET
 DF1605'(BECOMES COUNTY PAVED ROAD 91610) FOR 3.7 KM (2.3 MI) TO THE
 DF1605'JUNCTION OF COUNTY PAVED ROAD 90801 CROSSING.  TURN LEFT AND GO
 DF1605'SOUTH ALONG COUNTY PAVED ROAD 90801 FOR 3.8 KM (2.35 MI) TO THE
 DF1605'JUNCTION OF COUNTY PAVED ROAD 304 TO THE RIGHT.  CONTINUE SOUTH
 DF1605'ALONG COUNTY ROAD 90801 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 DF1605'COUNTY DIRT ROAD 108 (GOETT ROAD) TO THE RIGHT.  TURN RIGHT AND
 DF1605'GO SOUTH ALONG COUNTY DIRT ROAD 108 FOR 1.05 KM (0.65 MI) TO THE
 DF1605'STATION ON THE LEFT.
 DF1605'
 DF1605'THE STATION IS A STANDARD GADT DISK
 DF1605'STAMPED---094-221 1980---,
 DF1605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1605'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1605'12.80 METERS (42.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 DF1605'GOETT ROAD (DIRT ROAD 108),
 DF1605'12.47 METERS (40.90 FT) NORTH-NORTHWEST FROM A 12 INCH PINE TREE,
 DF1605'12.10 METERS (39.70 FT) WEST-SOUTHWEST FROM A 14 INCH SWEETGUM
 DF1605'TREE,
 DF1605'7.53 METERS (24.70 FT) SOUTH-SOUTHWEST FROM A 6 INCH OAK TREE,
 DF1605'AND
 DF1605'1.19 METERS (3.90 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1605'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1605'STAMPED---094-221 1980---,
 DF1605'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1605'
 DF1605'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1605'STAMPED---094-221 1980 RM 1---,
 DF1605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1605'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1605'6.71 METERS (22.00 FT) SOUTHEAST FROM THE CENTERLINE OF GOETT
 DF1605'ROAD,
 DF1605'15.67 METERS (51.40 FT) WEST FROM THE 12 INCH PINE TREE,
 DF1605'13.96 METERS (45.80 FT) NORTHEAST FROM AN 8 INCH OAK TREE, AND
 DF1605'0.91 METER (3.0 FT) NORTHWEST FROM A WITNESS POST.
 DF1605'MARK IS LEVEL WITH STATION.
 DF1605'
 DF1605'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1605'STAMPED---094-221 1980 AZ MK---,
 DF1605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1605'FLUSH WITH GROUND.  IT IS LOCATED
 DF1605'5.64 METERS (18.50 FT) SOUTHEAST FROM THE CENTERLINE OF GOETT
 DF1605'ROAD, (DIRT),
 DF1605'7.93 METERS (26.00 FT) EAST FROM THE POINT OF INTERSECTION
 DF1605'OF THE CENTERLINES OF GOETT ROAD AND A FIELD ROAD,
 DF1605'4.89 METERS (16.00 FT) NORTHEAST FROM THE CENTERLINE OF THE FIELD
 DF1605'TRACK ROAD, AND
 DF1605'0.91 METERS (3.0 FT) NORTHWEST FROM A WITNESS POST.
 DF1605'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH
 DF1605'ALONG COUNTY DIRT ROAD 108 FOR 0.3 KM (0.2 MI) TO THE
 DF1605'AZIMUTH MARK ON THE LEFT.
 DF1605'
 DF1605'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1605'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1605'COUNTY GA.  1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1607 ***********************************************************************
 DF1607  DESIGNATION -  BV 094 221 GADT AZ MK
 DF1607  PID         -  DF1607
 DF1607  STATE/COUNTY-  GA/MCDUFFIE
 DF1607  USGS QUAD   -  BOWDENS POND (1950)
 DF1607
 DF1607                         *CURRENT SURVEY CONTROL
 DF1607  ___________________________________________________________________
 DF1607* NAD 83(1994)-  33 20 10.96259(N)    082 23 29.26980(W)     ADJUSTED  
 DF1607* NAVD 88     -       133.1    (meters)     437.     (feet)  VERTCON   
 DF1607  ___________________________________________________________________
 DF1607  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF1607  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF1607
 DF1607  HORZ ORDER  -  SECOND
 DF1607
 DF1607.The horizontal coordinates were established by classical geodetic methods
 DF1607.and adjusted by the National Geodetic Survey in September 1997..
 DF1607
 DF1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1607
 DF1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1607
 DF1607.The geoid height was determined by GEOID03.
 DF1607
 DF1607;                    North         East     Units Scale Factor Converg.
 DF1607;SPC GA E     -   369,927.094   179,074.133   MT  0.99990540   -0 07 24.7
 DF1607;SPC GA E     - 1,213,669.14    587,512.38   sFT  0.99990540   -0 07 24.7
 DF1607;UTM  17      - 3,689,443.139   370,505.648   MT  0.99980674   -0 45 53.2
 DF1607
 DF1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1607!SPC GA E     -   0.99998367  x   0.99990540  =   0.99988907
 DF1607!UTM  17      -   0.99998367  x   0.99980674  =   0.99979041
 DF1607
 DF1607                          SUPERSEDED SURVEY CONTROL
 DF1607
 DF1607  NAD 83(1986)-  33 20 10.96786(N)    082 23 29.26706(W) AD(       ) 2
 DF1607  NAD 27      -  33 20 10.45712(N)    082 23 29.81881(W) AD(       ) 2
 DF1607  NGVD 29 (07/19/86)  133.3    (m)          437.     (f) VERT ANG       
 DF1607
 DF1607.Superseded values are not recommended for survey control.
 DF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1607.See file dsdata.txt to determine how the superseded data were derived.
 DF1607
 DF1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7050689443(NAD 83)
 DF1607_MARKER: DD = SURVEY DISK
 DF1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1607+STABILITY: SURFACE MOTION
 DF1607
 DF1607  HISTORY     - Date     Condition        Report By
 DF1607  HISTORY     - 1980     MONUMENTED       GADT
 DF1607
 DF1607                          STATION DESCRIPTION
 DF1607
 DF1607'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1607'THE STATION IS LOCATED ABOUT 17.2 KM (10-3/4 MI) SOUTHEAST OF
 DF1607'THOMSON, 15 KM (9-1/4 MI) NORTH OF WRENS, AND 10.5 KM
 DF1607'(6-1/2 MI) SOUTHWEST OF HARLEM.
 DF1607'OWNERSHIP--MCDUFFIE COUNTY RIGHT OF WAY.
 DF1607'
 DF1607'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DEARING, GO
 DF1607'SOUTH ALONG MAIN STREET (PAVED) FOR 45.7 METERS (150 FT) TO THE
 DF1607'JUNCTION OF U.S. HIGHWAY 78 (U.S. HIGHWAY 278, STATE ROUTE 12 AND
 DF1607'STATE ROUTE 10) CROSSING.  CONTINUE SOUTH ALONG MAIN STREET
 DF1607'(BECOMES COUNTY PAVED ROAD 91610) FOR 3.7 KM (2.3 MI) TO THE
 DF1607'JUNCTION OF COUNTY PAVED ROAD 90801 CROSSING.  TURN LEFT AND GO
 DF1607'SOUTH ALONG COUNTY PAVED ROAD 90801 FOR 3.8 KM (2.35 MI) TO THE
 DF1607'JUNCTION OF COUNTY PAVED ROAD 304 TO THE RIGHT.  CONTINUE SOUTH
 DF1607'ALONG COUNTY ROAD 90801 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 DF1607'COUNTY DIRT ROAD 108 (GOETT ROAD) TO THE RIGHT.  TURN RIGHT AND GO
 DF1607'SOUTH ALONG COUNTY DIRT ROAD 108 FOR 1.35 KM (0.85 MI) TO THE
 DF1607'STATION ON THE LEFT.
 DF1607'
 DF1607'THE STATION IS A STANDARD GADT DISK
 DF1607'STAMPED---094-221 1980 AZ MK---,
 DF1607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1607'FLUSH WITH GROUND.  IT IS LOCATED
 DF1607'5.64 METERS (18.5 FT) SOUTHEAST FROM THE CENTERLINE OF GOETT
 DF1607'ROAD (DIRT),
 DF1607'7.93 METERS (26.00 FT) EAST FROM THE POINT OF INTERSECTION
 DF1607'OF THE CENTERLINES OF GOETT ROAD AND A FIELD ROAD,
 DF1607'4.89 METERS (16.00 FT) NORTHEAST FROM THE CENTERLINE OF THE
 DF1607'FIELD TRACK ROAD, AND
 DF1607'0.91 METER (3.0 FT) NORTHWEST FROM A WITNESS POST.
 DF1607'
 DF1607'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP MCDUFFIE
 DF1607'COUNTY GA.  1969.  REVISED APRIL 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1689 ***********************************************************************
 CM1689  DESIGNATION -  BV 096 200
 CM1689  PID         -  CM1689
 CM1689  STATE/COUNTY-  GA/MACON
 CM1689  USGS QUAD   -  ANDERSONVILLE (1972)
 CM1689
 CM1689                         *CURRENT SURVEY CONTROL
 CM1689  ___________________________________________________________________
 CM1689* NAD 83(1994)-  32 14 03.88828(N)    084 08 54.68937(W)     ADJUSTED  
 CM1689* NAVD 88     -       139.     (meters)     456.     (feet)  VERTCON   
 CM1689  ___________________________________________________________________
 CM1689  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CM1689  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CM1689
 CM1689  HORZ ORDER  -  SECOND
 CM1689
 CM1689.The horizontal coordinates were established by classical geodetic methods
 CM1689.and adjusted by the National Geodetic Survey in September 1997..
 CM1689
 CM1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1689
 CM1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1689
 CM1689.The geoid height was determined by GEOID03.
 CM1689
 CM1689;                    North         East     Units Scale Factor Converg.
 CM1689;SPC GA W     -   247,708.244   701,709.733   MT  0.99990004   +0 00 34.8
 CM1689;SPC GA W     -   812,689.46  2,302,192.68   sFT  0.99990004   +0 00 34.8
 CM1689;UTM  16      - 3,569,987.269   768,697.738   MT  1.00049045   +1 31 18.6
 CM1689
 CM1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1689!SPC GA W     -   0.99998234  x   0.99990004  =   0.99988238
 CM1689!UTM  16      -   0.99998234  x   1.00049045  =   1.00047278
 CM1689
 CM1689|---------------------------------------------------------------------|
 CM1689| PID    Reference Object                     Distance      Geod. Az  |
 CM1689|                                                           dddmmss.s |
 CM1689| CM1690 BV 096 200 GADT 1974 PTA             19.444 METERS 01202     |
 CM1689| CM1688 ANDERSONVILLE SOU BELL MAST         APPROX. 2.4 KM 1995159.3 |
 CM1689| CY8466 BV 096 200 AZ MK                                   3493913.9 |
 CM1689|---------------------------------------------------------------------|
 CM1689
 CM1689                          SUPERSEDED SURVEY CONTROL
 CM1689
 CM1689  NAD 83(1986)-  32 14 03.89249(N)    084 08 54.68877(W) AD(       ) 2
 CM1689  NAD 27      -  32 14 03.30621(N)    084 08 55.01401(W) AD(       ) 2
 CM1689  NGVD 29 (07/19/86)  139.     (m)          456.     (f) VERT ANG       
 CM1689
 CM1689.Superseded values are not recommended for survey control.
 CM1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1689.See file dsdata.txt to determine how the superseded data were derived.
 CM1689
 CM1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6869869987(NAD 83)
 CM1689_MARKER: DD = SURVEY DISK
 CM1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1689
 CM1689  HISTORY     - Date     Condition        Report By
 CM1689  HISTORY     - 1974     MONUMENTED       GADT
 CM1689
 CM1689                          STATION DESCRIPTION
 CM1689
 CM1689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1689'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH-NORTHWEST
 CM1689'OF ANDERSONVILLE, 7 MILES SOUTHWEST OF OGLETHORPE, AND 9-1/2
 CM1689'MILES EAST OF ELLAVILLE ON THE PROPERTY OF MRS. NELL L. NORIS,
 CM1689'MACON.
 CM1689'
 CM1689'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 49 AND
 CM1689'STATE ROUTE 195, LOCATED IN ANDERSONVILLE, TRAVEL NORTHWEST ON
 CM1689'STATE ROUTE 195 FOR 2.3 MILES TO THE JUNCTION OF STATE ROUTE 228
 CM1689'TO THE LEFT.  CONTINUE TRAVELING NORTHWESTERLY ON STATE ROUTE
 CM1689'195 FOR 1.4 MILES TO THE CROSSING OF COUNTY ROAD 91660.  TURN
 CM1689'RIGHT, TRAVELING NORTHEASTERLY ON COUNTY ROAD 91660 FOR 0.9
 CM1689'MILE TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT.  TURN RIGHT,
 CM1689'TRAVELING SOUTH ON THE FIELD ROAD FOR 0.1 MILE TO A FENCE GAP
 CM1689'AND THE JUNCTION OF A FIELD ROAD TO THE LEFT.  TRAVEL THROUGH
 CM1689'THE GAP AND CONTINUE GOING SOUTHERLY ON THE FIELD ROAD,
 CM1689'PARALLEL TO A FENCELINE ON THE RIGHT, FOR 0.3 MILE.  TURN 90
 CM1689'DEGREES TO THE LEFT AND TRAVEL DUE EAST FOR 0.3 MILE TO AN
 CM1689'OLD FENCE GAP.  TURN RIGHT, TRAVELING DUE SOUTH AND
 CM1689'PARALLEL TO THE WEST SIDE OF THE OLD FENCELINE PASSING
 CM1689'THROUGH ANOTHER OLD FENCELINE GAP AT A WOODS LINE ON THE SOUTH
 CM1689'SIDE OF THE FIELD FOR 0.15 MILE TO THE CREST OF A HILL AND
 CM1689'THE STATION.
 CM1689'
 CM1689'THE STATION IS A STANDARD BRASS DISK STAMPED 096-200, SET IN
 CM1689'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM1689'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1689'STAMPED 096-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1689'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1689'LOCATED 8.0 FEET NORTHWEST OF A WITNESS POST, 12.5 FEET
 CM1689'NORTHWEST OF A 5 INCH PINE TREE, AND 54.0 FEET SOUTHWEST OF AN 8
 CM1689'INCH TWIN PINE TREE.
 CM1689'
 CM1689'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE FIELD ROAD
 CM1689'AT THE FIRST GAP ENCOUNTERED ENROUTE TO THE STATION, TURN LEFT,
 CM1689'TRAVELING EAST ALONG THE FIELD ROAD PARALLEL TO THE FENCELINE
 CM1689'FOR 0.15 MILE TO THE MARK.  IT IS A STANDARD DISK STAMPED
 CM1689'096-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1689'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 3.0
 CM1689'FEET SOUTH OF A WITNESS POST, 4.0 FEET SOUTHWEST OF A 4 INCH
 CM1689'TWIN CHINABERRY TREE, AND 28.0 FEET EAST OF A 30 INCH CHINABERRY
 CM1689'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1634 ***********************************************************************
 CM1634  DESIGNATION -  BV 096 201
 CM1634  PID         -  CM1634
 CM1634  STATE/COUNTY-  GA/MACON
 CM1634  USGS QUAD   -  MONTEZUMA (1985)
 CM1634
 CM1634                         *CURRENT SURVEY CONTROL
 CM1634  ___________________________________________________________________
 CM1634* NAD 83(1994)-  32 15 14.56810(N)    084 06 50.59439(W)     ADJUSTED  
 CM1634* NAVD 88     -       136.6    (meters)     448.     (feet)  VERTCON   
 CM1634  ___________________________________________________________________
 CM1634  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CM1634  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM1634
 CM1634  HORZ ORDER  -  SECOND
 CM1634
 CM1634.The horizontal coordinates were established by classical geodetic methods
 CM1634.and adjusted by the National Geodetic Survey in September 1997..
 CM1634
 CM1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1634
 CM1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1634
 CM1634.The geoid height was determined by GEOID03.
 CM1634
 CM1634;                    North         East     Units Scale Factor Converg.
 CM1634;SPC GA W     -   249,886.253   704,957.284   MT  0.99990030   +0 01 41.1
 CM1634;SPC GA W     -   819,835.15  2,312,847.36   sFT  0.99990030   +0 01 41.1
 CM1634;UTM  16      - 3,572,251.603   771,888.582   MT  1.00051172   +1 32 28.0
 CM1634
 CM1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1634!SPC GA W     -   0.99998271  x   0.99990030  =   0.99988301
 CM1634!UTM  16      -   0.99998271  x   1.00051172  =   1.00049442
 CM1634
 CM1634:                Primary Azimuth Mark                     Grid Az
 CM1634:SPC GA W     -  BV 096 201 AZ MK                         095 29 05.9
 CM1634:UTM  16      -  BV 096 201 AZ MK                         093 58 19.0
 CM1634
 CM1634|---------------------------------------------------------------------|
 CM1634| PID    Reference Object                     Distance      Geod. Az  |
 CM1634|                                                           dddmmss.s |
 CM1634| CY8467 BV 096 201 AZ MK                                   0953047.0 |
 CM1634|---------------------------------------------------------------------|
 CM1634
 CM1634                          SUPERSEDED SURVEY CONTROL
 CM1634
 CM1634  NAD 83(1986)-  32 15 14.57236(N)    084 06 50.59373(W) AD(       ) 2
 CM1634  NAD 27      -  32 15 13.99151(N)    084 06 50.92079(W) AD(       ) 2
 CM1634  NGVD 29 (07/19/86)  136.7    (m)          448.     (f) VERT ANG       
 CM1634
 CM1634.Superseded values are not recommended for survey control.
 CM1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1634.See file dsdata.txt to determine how the superseded data were derived.
 CM1634
 CM1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7188972252(NAD 83)
 CM1634_MARKER: DD = SURVEY DISK
 CM1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1634
 CM1634  HISTORY     - Date     Condition        Report By
 CM1634  HISTORY     - 1974     MONUMENTED       GADT
 CM1634
 CM1634                          STATION DESCRIPTION
 CM1634
 CM1634'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1634'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH-NORTHEAST
 CM1634'OF ANDERSONVILLE, 5 MILES SOUTHWEST OF OGLETHORPE, AND 11-1/2
 CM1634'MILES EAST OF ELLAVILLE ON COUNTY RIGHT OF WAY.
 CM1634'
 CM1634'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 90
 CM1634'AND 49 (STATE ROUTE 26), LOCATED IN OGLETHORPE, TRAVEL
 CM1634'SOUTHWESTERLY ON STATE ROUTE 49 (STATE ROUTE 26) FOR 2.1 MILES
 CM1634'TO A FORK (STATE ROUTE 26 TO THE RIGHT AND STATE ROUTE 49 TO THE
 CM1634'LEFT).  TRAVEL NORTHWESTERLY ON STATE ROUTE 26 FOR 1.0 MILE TO
 CM1634'THE JUNCTION OF COUNTY ROAD 91660 TO THE LEFT.  TURN LEFT,
 CM1634'TRAVELING SOUTHWESTERLY ON THE COUNTY ROAD FOR 1.1 MILE TO THE
 CM1634'AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING SOUTHWESTERLY ON
 CM1634'COUNTY ROAD 91660 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CM1634'
 CM1634'THE STATION IS A STANDARD BRASS DISK STAMPED 096-201, SET IN THE
 CM1634'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1634'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1634'096-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1634'38 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 39.0
 CM1634'FEET SOUTH OF THE CENTERLINE OF THE ROADWAY, 2.4 FEET NORTH OF
 CM1634'A WITNESS POST, 68.0 FEET EAST OF A FENCELINE, AND 111.0 FEET
 CM1634'SOUTHEAST OF A POWER POLE.
 CM1634'
 CM1634'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-201 AZMK, SET
 CM1634'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1634'THE SURFACE OF THE GROUND.  IT IS LOCATED 37.0 FEET SOUTH OF THE
 CM1634'CENTERLINE OF THE ROADWAY, 3.0 FEET NORTH OF A WITNESS POST,
 CM1634'49.2 FEET EAST OF A POWER POLE, AND 148.5 FEET SOUTHEAST OF A
 CM1634'40 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1647 ***********************************************************************
 CM1647  DESIGNATION -  BV 096 202
 CM1647  PID         -  CM1647
 CM1647  STATE/COUNTY-  GA/MACON
 CM1647  USGS QUAD   -  IDEAL SOUTH (1971)
 CM1647
 CM1647                         *CURRENT SURVEY CONTROL
 CM1647  ___________________________________________________________________
 CM1647* NAD 83(1994)-  32 15 58.74474(N)    084 11 16.96167(W)     ADJUSTED  
 CM1647* NAVD 88     -       150.     (meters)     492.     (feet)  VERTCON   
 CM1647  ___________________________________________________________________
 CM1647  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CM1647  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CM1647
 CM1647  HORZ ORDER  -  SECOND
 CM1647
 CM1647.The horizontal coordinates were established by classical geodetic methods
 CM1647.and adjusted by the National Geodetic Survey in September 1997..
 CM1647
 CM1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1647
 CM1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1647
 CM1647.The geoid height was determined by GEOID03.
 CM1647
 CM1647;                    North         East     Units Scale Factor Converg.
 CM1647;SPC GA W     -   251,245.883   697,985.965   MT  0.99990005   -0 00 41.1
 CM1647;SPC GA W     -   824,295.87  2,289,975.62   sFT  0.99990005   -0 00 41.1
 CM1647;UTM  16      - 3,573,427.352   764,879.667   MT  1.00046531   +1 30 07.4
 CM1647
 CM1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1647!SPC GA W     -   0.99998061  x   0.99990005  =   0.99988066
 CM1647!UTM  16      -   0.99998061  x   1.00046531  =   1.00044591
 CM1647
 CM1647|---------------------------------------------------------------------|
 CM1647| PID    Reference Object                     Distance      Geod. Az  |
 CM1647|                                                           dddmmss.s |
 CM1647| CM1648 BV 096 202 GADT 1974 PTA             30.249 METERS 01214     |
 CM1647| CY8468 BV 096 202 AZ MK                                   2485354.8 |
 CM1647|---------------------------------------------------------------------|
 CM1647
 CM1647                          SUPERSEDED SURVEY CONTROL
 CM1647
 CM1647  NAD 83(1986)-  32 15 58.74916(N)    084 11 16.96097(W) AD(       ) 2
 CM1647  NAD 27      -  32 15 58.17753(N)    084 11 17.28078(W) AD(       ) 2
 CM1647  NGVD 29 (07/19/86)  150.     (m)          492.     (f) VERT ANG       
 CM1647
 CM1647.Superseded values are not recommended for survey control.
 CM1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1647.See file dsdata.txt to determine how the superseded data were derived.
 CM1647
 CM1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6488073427(NAD 83)
 CM1647_MARKER: DD = SURVEY DISK
 CM1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1647
 CM1647  HISTORY     - Date     Condition        Report By
 CM1647  HISTORY     - 1974     MONUMENTED       GADT
 CM1647
 CM1647                          STATION DESCRIPTION
 CM1647
 CM1647'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1647'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTHWEST OF
 CM1647'ANDERSONVILLE, 8 MILES SOUTHWEST OF OGLETHORPE, AND 7-1/4
 CM1647'MILES EAST-NORTHEAST OF ELLAVILLE ON STATE RIGHT OF WAY.
 CM1647'
 CM1647'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 195
 CM1647'AND STATE ROUTE 26, LOCATED IN FOUNTAINVILLE, WHICH IS 9 AIR
 CM1647'MILES EAST OF ELLAVILLE, TRAVEL SOUTHWEST ON STATE ROUTE 26
 CM1647'FOR 2.4 MILES TO THE STATION ON THE LEFT.
 CM1647'
 CM1647'THE STATION IS A STANDARD BRASS DISK STAMPED 096-202, SET IN
 CM1647'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1647'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1647'STAMPED 096-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1647'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1647'LOCATED 40.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY,
 CM1647'3.0 FEET SOUTH OF A WITNESS POST, 14.3 FEET NORTH OF AN 8 INCH
 CM1647'PINE TREE, 54.0 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 CM1647'CENTERLINES OF A FIELD ROAD SOUTHEAST AND STATE ROUTE 26,
 CM1647'AND 140.0 FEET NORTHEAST OF A POWER POLE.
 CM1647'
 CM1647'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1647'WEST ON STATE ROUTE 26 FOR 0.55 MILE TO THE MARK ON THE LEFT.  IT
 CM1647'IS A STANDARD DISK STAMPED 096-202 AZMK, SET IN THE TOP OF A
 CM1647'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1647'GROUND.  IT IS LOCATED 34.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CM1647'THE ROADWAY, 3.6 FEET NORTHWEST OF A WITNESS POST, 14.0 FEET
 CM1647'NORTH OF A 12 INCH OAK TREE, 16.5 FEET NORTHEAST OF AN 18 INCH
 CM1647'PINE TREE, AND 130.0 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1653 ***********************************************************************
 CM1653  DESIGNATION -  BV 096 203
 CM1653  PID         -  CM1653
 CM1653  STATE/COUNTY-  GA/MACON
 CM1653  USGS QUAD   -  IDEAL SOUTH (1971)
 CM1653
 CM1653                         *CURRENT SURVEY CONTROL
 CM1653  ___________________________________________________________________
 CM1653* NAD 83(1994)-  32 19 06.66017(N)    084 11 54.66077(W)     ADJUSTED  
 CM1653* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 CM1653  ___________________________________________________________________
 CM1653  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CM1653  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CM1653
 CM1653  HORZ ORDER  -  SECOND
 CM1653
 CM1653.The horizontal coordinates were established by classical geodetic methods
 CM1653.and adjusted by the National Geodetic Survey in September 1997..
 CM1653
 CM1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1653
 CM1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1653
 CM1653.The geoid height was determined by GEOID03.
 CM1653
 CM1653;                    North         East     Units Scale Factor Converg.
 CM1653;SPC GA W     -   257,033.967   697,001.124   MT  0.99990011   -0 01 01.3
 CM1653;SPC GA W     -   843,285.61  2,286,744.52   sFT  0.99990011   -0 01 01.3
 CM1653;UTM  16      - 3,579,190.619   763,741.548   MT  1.00045788   +1 29 55.0
 CM1653
 CM1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1653!SPC GA W     -   0.99998170  x   0.99990011  =   0.99988181
 CM1653!UTM  16      -   0.99998170  x   1.00045788  =   1.00043957
 CM1653
 CM1653:                Primary Azimuth Mark                     Grid Az
 CM1653:SPC GA W     -  BV 096 203 AZ MK                         067 17 42.4
 CM1653:UTM  16      -  BV 096 203 AZ MK                         065 46 46.1
 CM1653
 CM1653|---------------------------------------------------------------------|
 CM1653| PID    Reference Object                     Distance      Geod. Az  |
 CM1653|                                                           dddmmss.s |
 CM1653| CY8469 BV 096 203 AZ MK                                   0671641.1 |
 CM1653| CM1652 BV 096 203 GADT 1974 PTA             24.107 METERS 17842     |
 CM1653|---------------------------------------------------------------------|
 CM1653
 CM1653                          SUPERSEDED SURVEY CONTROL
 CM1653
 CM1653  NAD 83(1986)-  32 19 06.66458(N)    084 11 54.65998(W) AD(       ) 2
 CM1653  NAD 27      -  32 19 06.09936(N)    084 11 54.97569(W) AD(       ) 2
 CM1653  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 CM1653
 CM1653.Superseded values are not recommended for survey control.
 CM1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1653.See file dsdata.txt to determine how the superseded data were derived.
 CM1653
 CM1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6374279191(NAD 83)
 CM1653_MARKER: DD = SURVEY DISK
 CM1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1653
 CM1653  HISTORY     - Date     Condition        Report By
 CM1653  HISTORY     - 1974     MONUMENTED       GADT
 CM1653
 CM1653                          STATION DESCRIPTION
 CM1653
 CM1653'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1653'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTH-SOUTHWEST
 CM1653'OF IDEAL, 8-1/4 MILES NORTHEAST OF EALLAVILLE, AND 8-1/2 MILES
 CM1653'WEST OF OGLETHORPE ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1653'
 CM1653'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 26
 CM1653'AND 49, LOCATED 2 AIR MILES SOUTHWEST OF OGLETHORPE, TRAVEL
 CM1653'WESTERLY ON STATE ROUTE 26 FOR 4.25 MILES TO THE JUNCTION OF STATE
 CM1653'ROUTE 214 TO THE RIGHT.  CONTINUE TRAVELING WESTERLY ON STATE
 CM1653'ROUTE 26 FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 195 TO THE
 CM1653'RIGHT.  TURN RIGHT, TRAVELING NORTHERLY ON STATE ROUTE 195 FOR
 CM1653'1.9 MILES TO BUCK CREEK BRIDGE.  CONTINUE TRAVELING NORTHERLY
 CM1653'ON STATE ROUTE 195 FOR 1.1 MILES TO THE JUNCTION OF STATE ROUTE
 CM1653'240 TO THE LEFT.  TURN LEFT, TRAVELING WESTERLY ON STATE ROUTE
 CM1653'240 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM1653'TRAVELING WESTERLY ON STATE ROUTE 240 FOR 0.2 MILE TO
 CM1653'THE JUNCTION OF COUNTY ROAD 99 TO THE LEFT.  TURN LEFT, TRAVELING
 CM1653'SOUTHERLY ON THE COUNTY ROAD FOR 0.1 MILE TO THE STATION ON
 CM1653'THE RIGHT.
 CM1653'
 CM1653'THE STATION IS A STANDARD BRASS DISK STAMPED 096-203, SET IN THE
 CM1653'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1653'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1653'096-203, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 36
 CM1653'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 33.3 FEET
 CM1653'WEST OF THE CENTERLINE OF THE ROADWAY, 12.8 FEET WEST-NORTHWEST
 CM1653'OF A WITNESS POST, 10.0 FEET NORTHEAST OF A 7 INCH PINE TREE,
 CM1653'15.4 FEET SOUTHEAST OF A 7 INCH BENT TWIN PINE TREE, 20.0 FEET
 CM1653'NORTH OF A 7 INCH PINE TREE, AND 20.4 FEET SOUTH-SOUTHEAST OF
 CM1653'A 7 INCH PINE TREE.
 CM1653'
 CM1653'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-206 AZMK, SET
 CM1653'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1653'SURFACE OF THE GROUND.  IT IS LOCATED 46.5 FEET SOUTH OF THE
 CM1653'CENTERLINE OF THE ROADWAY, 3.2 FEET NORTH OF A WITNESS POST, 12.0
 CM1653'FEET NORTHEAST OF A FENCE POST, AND 84.4 FEET EAST OF A POWER
 CM1653'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1662 ***********************************************************************
 CM1662  DESIGNATION -  BV 096 204
 CM1662  PID         -  CM1662
 CM1662  STATE/COUNTY-  GA/MACON
 CM1662  USGS QUAD   -  IDEAL NORTH (1971)
 CM1662
 CM1662                         *CURRENT SURVEY CONTROL
 CM1662  ___________________________________________________________________
 CM1662* NAD 83(1994)-  32 27 01.55609(N)    084 08 53.77810(W)     ADJUSTED  
 CM1662* NAVD 88     -       163.     (meters)     535.     (feet)  VERTCON   
 CM1662  ___________________________________________________________________
 CM1662  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CM1662  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1662
 CM1662  HORZ ORDER  -  SECOND
 CM1662
 CM1662.The horizontal coordinates were established by classical geodetic methods
 CM1662.and adjusted by the National Geodetic Survey in September 1997..
 CM1662
 CM1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1662
 CM1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1662
 CM1662.The geoid height was determined by GEOID03.
 CM1662
 CM1662;                    North         East     Units Scale Factor Converg.
 CM1662;SPC GA W     -   271,660.791   701,729.475   MT  0.99990004   +0 00 35.5
 CM1662;SPC GA W     -   891,273.78  2,302,257.45   sFT  0.99990004   +0 00 35.5
 CM1662;UTM  16      - 3,593,946.036   768,083.135   MT  1.00048634   +1 31 51.8
 CM1662
 CM1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1662!SPC GA W     -   0.99997855  x   0.99990004  =   0.99987859
 CM1662!UTM  16      -   0.99997855  x   1.00048634  =   1.00046488
 CM1662
 CM1662:                Primary Azimuth Mark                     Grid Az
 CM1662:SPC GA W     -  BV 096 204 AZ MK                         148 07 44.4
 CM1662:UTM  16      -  BV 096 204 AZ MK                         146 36 28.1
 CM1662
 CM1662|---------------------------------------------------------------------|
 CM1662| PID    Reference Object                     Distance      Geod. Az  |
 CM1662|                                                           dddmmss.s |
 CM1662| CY8470 BV 096 204 AZ MK                                   1480819.9 |
 CM1662|---------------------------------------------------------------------|
 CM1662
 CM1662                          SUPERSEDED SURVEY CONTROL
 CM1662
 CM1662  NAD 83(1986)-  32 27 01.56062(N)    084 08 53.77713(W) AD(       ) 2
 CM1662  NAD 27      -  32 27 01.01488(N)    084 08 54.09467(W) AD(       ) 2
 CM1662  NGVD 29 (07/19/86)  163.     (m)          535.     (f) VERT ANG       
 CM1662
 CM1662.Superseded values are not recommended for survey control.
 CM1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1662.See file dsdata.txt to determine how the superseded data were derived.
 CM1662
 CM1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6808393946(NAD 83)
 CM1662_MARKER: DD = SURVEY DISK
 CM1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1662
 CM1662  HISTORY     - Date     Condition        Report By
 CM1662  HISTORY     - 1974     MONUMENTED       GADT
 CM1662
 CM1662                          STATION DESCRIPTION
 CM1662
 CM1662'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1662'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH-NORTHEAST
 CM1662'OF IDEAL, 8 MILES SOUTH-SOUTHWEST OF REYNOLDS, AND 9 MILES
 CM1662'SOUTHEAST OF BUTLER ON COUNTY RIGHT OF WAY.
 CM1662'
 CM1662'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96 AND
 CM1662'STATE ROUTE 128, LOCATED IN REYNOLDS, TRAVEL SOUTH ON STATE ROUTE
 CM1662'128 FOR 2.5 MILES TO THE JUNCTION OF STATE ROUTE 195 TO THE
 CM1662'RIGHT.  CONTINUE TRAVELING SOUTH ON STATE ROUTE 128 FOR 2.95
 CM1662'MILES TO THE CROSSING OF COUNTY ROAD 54.  CONTINUE TRAVELING
 CM1662'SOUTH OF STATE ROUTE 128 FOR 1.8 MILES TO HORSE CREEK BRIDGE.
 CM1662'CONTINUE TRAVELLING SOUTH ON STATE ROUTE 128 FOR 1.15 MILES TO
 CM1662'THE JUNCTION OF STATE ROUTE 127 TO THE RIGHT.  TURN RIGHT,
 CM1662'TRAVELING WESTERLY ON STATE ROUTE 127 FOR 1.55 MILES TO THE
 CM1662'CROSSING OF COUNTY ROAD 92052.  CONTINUE TRAVELING WESTERLY
 CM1662'ON STATE ROUTE 127 FOR 1.5 MILES TO THE JUNCTION OF COUNTY
 CM1662'ROAD 64 TO THE LEFT.  CONTINUE TRAVELING WEST ON STATE ROUTE
 CM1662'127 FOR 0.85 MILE TO THE JUNCTION OF COUNTY ROAD 65 TO THE
 CM1662'RIGHT.  TURN RIGHT, TRAVELING NORTHWESTERLY ON COUNTY
 CM1662'ROAD 65 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CM1662'CONTINUE TRAVELING NORTHWESTERLY ON COUNTY ROAD 65 FOR 0.5 MILE
 CM1662'TO THE STATION ON THE LEFT.
 CM1662'
 CM1662'THE STATION IS A STANDARD BRASS DISK STAMPED 096-204, SET IN THE
 CM1662'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1662'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1662'096-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1662'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 33.0 FEET
 CM1662'SOUTHWEST OF THE CENTERLINE OF THE ROADWAY, 4.5 FEET NORTHWEST
 CM1662'OF A WITNESS POST, 37.0 FEET EAST OF THE EAST CORNER OF AN OLD
 CM1662'HOUSE, AND 122.0 FEET SOUTHEAST OF A POWER POLE.
 CM1662'
 CM1662'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-204 AZMK, SET IN
 CM1662'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM1662'SURFACE OF THE GROUND.  IT IS LOCATED 6.5 FEET WEST OF A WITNESS
 CM1662'POST SET ON A FENCELINE, 19.4 FEET NORTHWEST OF A 10 INCH PECAN
 CM1662'TREE, 34.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROADWAY, AND
 CM1662'100.7 FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1655 ***********************************************************************
 CM1655  DESIGNATION -  BV 096 205
 CM1655  PID         -  CM1655
 CM1655  STATE/COUNTY-  GA/MACON
 CM1655  USGS QUAD   -  IDEAL SOUTH (1971)
 CM1655
 CM1655                         *CURRENT SURVEY CONTROL
 CM1655  ___________________________________________________________________
 CM1655* NAD 83(1994)-  32 21 46.23127(N)    084 13 09.11282(W)     ADJUSTED  
 CM1655* NAVD 88     -       156.     (meters)     512.     (feet)  VERTCON   
 CM1655  ___________________________________________________________________
 CM1655  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CM1655  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CM1655
 CM1655  HORZ ORDER  -  SECOND
 CM1655
 CM1655.The horizontal coordinates were established by classical geodetic methods
 CM1655.and adjusted by the National Geodetic Survey in September 1997..
 CM1655
 CM1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1655
 CM1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1655
 CM1655.The geoid height was determined by GEOID03.
 CM1655
 CM1655;                    North         East     Units Scale Factor Converg.
 CM1655;SPC GA W     -   261,949.600   695,056.290   MT  0.99990030   -0 01 41.2
 CM1655;SPC GA W     -   859,412.98  2,280,363.84   sFT  0.99990030   -0 01 41.2
 CM1655;UTM  16      - 3,584,055.737   761,666.157   MT  1.00044442   +1 29 21.7
 CM1655
 CM1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1655!SPC GA W     -   0.99997965  x   0.99990030  =   0.99987995
 CM1655!UTM  16      -   0.99997965  x   1.00044442  =   1.00042406
 CM1655
 CM1655|---------------------------------------------------------------------|
 CM1655| PID    Reference Object                     Distance      Geod. Az  |
 CM1655|                                                           dddmmss.s |
 CM1655| CM1656 BV 096 205 GADT 1974 PTA             24.389 METERS 00517     |
 CM1655| CY8471 BV 096 205 AZ MK                                   1592549.4 |
 CM1655|---------------------------------------------------------------------|
 CM1655
 CM1655                          SUPERSEDED SURVEY CONTROL
 CM1655
 CM1655  NAD 83(1986)-  32 21 46.23590(N)    084 13 09.11195(W) AD(       ) 2
 CM1655  NAD 27      -  32 21 45.68265(N)    084 13 09.42354(W) AD(       ) 2
 CM1655  NGVD 29 (07/19/86)  156.     (m)          512.     (f) VERT ANG       
 CM1655
 CM1655.Superseded values are not recommended for survey control.
 CM1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1655.See file dsdata.txt to determine how the superseded data were derived.
 CM1655
 CM1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6166684056(NAD 83)
 CM1655_MARKER: DD = SURVEY DISK
 CM1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1655
 CM1655  HISTORY     - Date     Condition        Report By
 CM1655  HISTORY     - 1974     MONUMENTED       GADT
 CM1655
 CM1655                          STATION DESCRIPTION
 CM1655
 CM1655'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1655'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF IDEAL,
 CM1655'10 MILES NORTHEAST OF ELLAVILLE, AND 12 MILES NORTHWEST OF
 CM1655'OGLETHORPE ON THE PROPERTY OF NELSON ESTATES.  PERMISSION FOR
 CM1655'ACCESS TO THIS STATION MAY BE OBTAINED FROM MR. SAM NELSON, ROUTE
 CM1655'1, IDEAL, GEORGIA.  PHONE 912-949-2057.
 CM1655'
 CM1655'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 90 AND
 CM1655'STATE ROUTE 195, LOCATED IN THE SOUTHERN SECTION OF IDEAL, TRAVEL
 CM1655'NORTHWESTERLY ON STATE ROUTE 90 FOR 0.25 MILE TO THE JUNCTION OF
 CM1655'COUNTY ROAD 58 TO THE LEFT.  TURN LEFT, TRAVELING WEST ON THE
 CM1655'COUNTY ROAD FOR 1.65 MILES TO THE JUNCTION OF COUNTY ROAD 72 TO
 CM1655'THE RIGHT.  CONTINUE TRAVELING ON COUNTY ROAD 58 FOR 0.55 MILE
 CM1655'TO THE JUNCTION OF A DRIVEWAY TO THE NELSON RESIDENCE TO THE
 CM1655'RIGHT.  TURN RIGHT, TRAVELING WESTERLY ON THE DRIVEWAY FOR
 CM1655'0.15 MILE TO A GATE AND FIELD ROAD BEHIND THE HOUSE.  CONTINUE
 CM1655'TRAVELING WESTERLY ON THE FIELD ROAD FOR 0.1 MILE TO THE
 CM1655'STATION ON THE RIGHT.
 CM1655'
 CM1655'THE STATION IS A STANDARD BRASS DISK STAMPED 096-205, SET IN
 CM1655'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1655'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1655'STAMPED 096-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1655'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1655'LOCATED 25.3 FEET NORTHWEST OF THE INTERSECTION OF TWO
 CM1655'FENCELINES, 31.1 FEET WEST OF A WITNESS POST, AND 119.0 FEET EAST
 CM1655'OF A 14 INCH PINE TREE.
 CM1655'
 CM1655'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE DRIVEWAY
 CM1655'AND COUNTY ROAD 58, TRAVEL SOUTHWESTERLY ON THE COUNTY ROAD FOR
 CM1655'0.05 MILE TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT.  TURN
 CM1655'RIGHT, TRAVELING WESTERLY ON THE FIELD ROAD FOLLOWING A FENCELINE
 CM1655'FOR APPROXIMATELY 200 FEET TO THE MARK.  IT IS A STANDARD DISK
 CM1655'STAMPED 096-205 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1655'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1655'LOCATED 4.7 FEET NORTH OF A WITNESS POST, 25.0 FEET
 CM1655'EAST-NORTHEAST OF A 6 INCH PINE TREE, 39.6 FEET WEST-SOUTHWEST OF
 CM1655'AN 8 INCH CEDAR TREE, 125.8 FEET SOUTHWEST OF THE SOUTHWEST
 CM1655'CORNER OF A BRICK HOUSE, AND 201.0 FEET WEST OF A TELEPHONE
 CM1655'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1670 ***********************************************************************
 CM1670  DESIGNATION -  BV 096 206
 CM1670  PID         -  CM1670
 CM1670  STATE/COUNTY-  GA/MACON
 CM1670  USGS QUAD   -  PENNINGTON (1972)
 CM1670
 CM1670                         *CURRENT SURVEY CONTROL
 CM1670  ___________________________________________________________________
 CM1670* NAD 83(1994)-  32 13 01.20076(N)    084 00 43.57231(W)     ADJUSTED  
 CM1670* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CM1670  ___________________________________________________________________
 CM1670  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CM1670  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CM1670
 CM1670  HORZ ORDER  -  SECOND
 CM1670
 CM1670.The horizontal coordinates were established by classical geodetic methods
 CM1670.and adjusted by the National Geodetic Survey in September 1997..
 CM1670
 CM1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1670
 CM1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1670
 CM1670.The geoid height was determined by GEOID03.
 CM1670
 CM1670;                    North         East     Units Scale Factor Converg.
 CM1670;SPC GA W     -   245,787.806   714,569.215   MT  0.99990262   +0 04 56.6
 CM1670;SPC GA W     -   806,388.83  2,344,382.50   sFT  0.99990262   +0 04 56.6
 CM1670;UTM  16      - 3,568,405.785   781,611.582   MT  1.00057811   +1 35 38.3
 CM1670;UTM  17      - 3,568,469.556   216,105.995   MT  1.00059403   -1 36 24.9
 CM1670
 CM1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1670!SPC GA W     -   0.99998880  x   0.99990262  =   0.99989143
 CM1670!UTM  16      -   0.99998880  x   1.00057811  =   1.00056691
 CM1670!UTM  17      -   0.99998880  x   1.00059403  =   1.00058283
 CM1670
 CM1670|---------------------------------------------------------------------|
 CM1670| PID    Reference Object                     Distance      Geod. Az  |
 CM1670|                                                           dddmmss.s |
 CM1670| CM1669 BV 096 206 GADT 1974 PTA             20.077 METERS 12519     |
 CM1670| CY8472 BV 096 206 AZ MK                                   2861315.1 |
 CM1670|---------------------------------------------------------------------|
 CM1670
 CM1670                          SUPERSEDED SURVEY CONTROL
 CM1670
 CM1670  NAD 83(1986)-  32 13 01.20505(N)    084 00 43.57162(W) AD(       ) 2
 CM1670  NAD 27      -  32 13 00.62621(N)    084 00 43.90956(W) AD(       ) 2
 CM1670  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CM1670
 CM1670.Superseded values are not recommended for survey control.
 CM1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1670.See file dsdata.txt to determine how the superseded data were derived.
 CM1670
 CM1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA8161268406(NAD 83)
 CM1670_MARKER: DD = SURVEY DISK
 CM1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1670
 CM1670  HISTORY     - Date     Condition        Report By
 CM1670  HISTORY     - 1974     MONUMENTED       GADT
 CM1670
 CM1670                          STATION DESCRIPTION
 CM1670
 CM1670'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1670'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTH-SOUTHEAST OF
 CM1670'MONTEZUMA, 6 MILES WEST-NORTHWEST OF BYROMVILLE, AND 7-3/4 MILES
 CM1670'EAST-NORTHEAST OF ANDERSONVILLE ON THE PROPERTY OF MR. BEN
 CM1670'DE VAUGHN.
 CM1670'
 CM1670'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 26
 CM1670'AND 90 IN MONTEZUMA, GO SOUTH ALONG STATE ROUTE 26 FOR 0.5 MILE
 CM1670'TO THE JUNCTION OF STATE ROUTE 26 TO THE LEFT AND COUNTY ROAD
 CM1670'90677 AHEAD.  CONTINUE AHEAD, TRAVELING SOUTH ALONG COUNTY ROAD
 CM1670'90677 FOR 3.0 MILES TO THE JUNCTION OF COUNTY ROAD 84 TO THE
 CM1670'RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY ON COUNTY ROAD 84 FOR
 CM1670'2.45 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM1670'TRAVELING SOUTH ON THE COUNTY ROAD FOR 0.1 MILE TO THE JUNCTION
 CM1670'OF COUNTY ROAD 82 TO THE LEFT.  TURN LEFT, TRAVELING EAST ON
 CM1670'COUNTY ROAD 82 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CM1670'
 CM1670'THE STATION IS A STANDARD BRASS DISK STAMPED 096-206, SET IN THE
 CM1670'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1670'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1670'096-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 36
 CM1670'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 21.0 FEET
 CM1670'NORTH OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET SOUTHWEST OF A
 CM1670'WITNESS POST, 72.0 FEET NORTHWEST OF A 12 INCH PINE TREE, AND
 CM1670'125.0 FEET NORTHEAST OF A POWER POLE.
 CM1670'
 CM1670'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-206 AZMK, SET IN
 CM1670'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1670'SURFACE OF THE GROUND.  IT IS LOCATED 35.0 FEET SOUTHWEST OF THE
 CM1670'CENTERLINE OF THE ROADWAY, 2.6 FEET SOUTHEAST OF A WITNESS POST,
 CM1670'23.0 FEET NORTH-NORTHWEST OF A DOUBLE 24 INCH PECAN TREE, 89.5
 CM1670'FEET SOUTHEAST OF A POWER POLE, AND 107.5 FEET NORTHWEST OF A 30
 CM1670'INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1667 ***********************************************************************
 CM1667  DESIGNATION -  BV 096 207
 CM1667  PID         -  CM1667
 CM1667  STATE/COUNTY-  GA/MACON
 CM1667  USGS QUAD   -  PENNINGTON (1972)
 CM1667
 CM1667                         *CURRENT SURVEY CONTROL
 CM1667  ___________________________________________________________________
 CM1667* NAD 83(1994)-  32 12 16.95138(N)    084 04 44.75769(W)     ADJUSTED  
 CM1667* NAVD 88     -       121.     (meters)     397.     (feet)  VERTCON   
 CM1667  ___________________________________________________________________
 CM1667  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CM1667  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CM1667
 CM1667  HORZ ORDER  -  SECOND
 CM1667
 CM1667.The horizontal coordinates were established by classical geodetic methods
 CM1667.and adjusted by the National Geodetic Survey in September 1997..
 CM1667
 CM1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1667
 CM1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1667
 CM1667.The geoid height was determined by GEOID03.
 CM1667
 CM1667;                    North         East     Units Scale Factor Converg.
 CM1667;SPC GA W     -   244,417.818   708,255.249   MT  0.99990084   +0 02 48.0
 CM1667;SPC GA W     -   801,894.12  2,323,667.43   sFT  0.99990084   +0 02 48.0
 CM1667;UTM  16      - 3,566,868.744   775,331.834   MT  1.00053497   +1 33 27.6
 CM1667;UTM  17      - 3,567,285.424   209,749.851   MT  1.00063905   -1 38 31.7
 CM1667
 CM1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1667!SPC GA W     -   0.99998518  x   0.99990084  =   0.99988602
 CM1667!UTM  16      -   0.99998518  x   1.00053497  =   1.00052015
 CM1667!UTM  17      -   0.99998518  x   1.00063905  =   1.00062422
 CM1667
 CM1667:                Primary Azimuth Mark                     Grid Az
 CM1667:SPC GA W     -  BV 096 207 AZ MK                         269 47 59.8
 CM1667:UTM  16      -  BV 096 207 AZ MK                         268 17 20.2
 CM1667:UTM  17      -  BV 096 207 AZ MK                         271 29 19.5
 CM1667
 CM1667|---------------------------------------------------------------------|
 CM1667| PID    Reference Object                     Distance      Geod. Az  |
 CM1667|                                                           dddmmss.s |
 CM1667| CY8473 BV 096 207 AZ MK                                   2695047.8 |
 CM1667| CM1668 BV 096 207 GADT 1974 PTA             27.536 METERS 35040     |
 CM1667|---------------------------------------------------------------------|
 CM1667
 CM1667                          SUPERSEDED SURVEY CONTROL
 CM1667
 CM1667  NAD 83(1986)-  32 12 16.95553(N)    084 04 44.75717(W) AD(       ) 2
 CM1667  NAD 27      -  32 12 16.36133(N)    084 04 45.09209(W) AD(       ) 2
 CM1667  NGVD 29 (07/19/86)  121.     (m)          397.     (f) VERT ANG       
 CM1667
 CM1667.Superseded values are not recommended for survey control.
 CM1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1667.See file dsdata.txt to determine how the superseded data were derived.
 CM1667
 CM1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7533266869(NAD 83)
 CM1667_MARKER: DD = SURVEY DISK
 CM1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1667
 CM1667  HISTORY     - Date     Condition        Report By
 CM1667  HISTORY     - 1974     MONUMENTED       GADT
 CM1667
 CM1667                          STATION DESCRIPTION
 CM1667
 CM1667'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1667'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 CM1667'ANDERSONVILLE, 10 MILES WEST OF BYROMVILLE, AND 7-1/4 MILES
 CM1667'SOUTHWEST OF MONTEZUMA ON THE PROPERTY OF MR. ALTON PECK, ROUTE
 CM1667'1, ANDERSONVILLE.  PHONE 912-472-8396.
 CM1667'
 CM1667'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49
 CM1667'AND 90, IN OGLETHORPE, TRAVEL SOUTHWESTERLY ON STATE ROUTE 49 FOR
 CM1667'2.1 MILES TO THE JUNCTION OF STATE ROUTE 26 TO THE
 CM1667'RIGHT.  CONTINUE TRAVELING SOUTHERLY ON STATE ROUTE 49 FOR 3.35
 CM1667'MILES TO THE CAMP CREEK BRIDGE.  CONTINUE TRAVELING SOUTHERLY ON
 CM1667'STATE ROUTE 49 FOR 1.35 MILES TO THE JUNCTION OF COUNTY ROAD 11
 CM1667'TO THE LEFT.  TURN LEFT, TRAVELING SOUTHEASTERLY ON THE COUNTY
 CM1667'ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM1667'TRAVELING EASTERLY ON COUNTY ROAD 11 FOR 0.25 MILE TO THE
 CM1667'PECK RESIDENCE AND THE STATION ON THE LEFT.
 CM1667'
 CM1667'THE STATION IS A STANDARD BRASS DISK STAMPED 096-207, SET IN THE
 CM1667'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1667'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1667'096-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1667'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 60.0 FEET
 CM1667'NORTH OF THE CENTERLINE OF THE ROADWAY, 20.0 FEET WEST OF THE
 CM1667'CENTERLINE OF A DRIVEWAY, 34.2 FEET WEST OF A POWER POLE, 81.4
 CM1667'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PECK RESIDENCE,
 CM1667'93.0 FEET SOUTHWEST OF A 14 INCH PECAN TREE, AND 113.0 FEET
 CM1667'SOUTH-SOUTHWEST OF A 24 INCH PECAN TREE.
 CM1667'
 CM1667'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-207 AZMK, SET IN
 CM1667'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1667'SURFACE OF THE GROUND.  IT IS LOCATED 41.0 FEET NORTH OF THE
 CM1667'CENTERLINE OF THE ROADWAY, 5.0 FEET NORTH OF A POWER POLE, AND
 CM1667'2.4 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1654 ***********************************************************************
 CM1654  DESIGNATION -  BV 096 208
 CM1654  PID         -  CM1654
 CM1654  STATE/COUNTY-  GA/MACON
 CM1654  USGS QUAD   -  IDEAL SOUTH (1971)
 CM1654
 CM1654                         *CURRENT SURVEY CONTROL
 CM1654  ___________________________________________________________________
 CM1654* NAD 83(1994)-  32 20 04.10082(N)    084 09 47.27021(W)     ADJUSTED  
 CM1654* NAVD 88     -       147.0    (meters)     482.     (feet)  VERTCON   
 CM1654  ___________________________________________________________________
 CM1654  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CM1654  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CM1654
 CM1654  HORZ ORDER  -  SECOND
 CM1654
 CM1654.The horizontal coordinates were established by classical geodetic methods
 CM1654.and adjusted by the National Geodetic Survey in September 1997..
 CM1654
 CM1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1654
 CM1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1654
 CM1654.The geoid height was determined by GEOID03.
 CM1654
 CM1654;                    North         East     Units Scale Factor Converg.
 CM1654;SPC GA W     -   258,802.723   700,332.881   MT  0.99990000   +0 00 06.8
 CM1654;SPC GA W     -   849,088.60  2,297,675.46   sFT  0.99990000   +0 00 06.8
 CM1654;UTM  16      - 3,581,047.955   767,027.212   MT  1.00047939   +1 31 05.6
 CM1654
 CM1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1654!SPC GA W     -   0.99998105  x   0.99990000  =   0.99988105
 CM1654!UTM  16      -   0.99998105  x   1.00047939  =   1.00046043
 CM1654
 CM1654:                Primary Azimuth Mark                     Grid Az
 CM1654:SPC GA W     -  ANDERSONVILLE SOU BELL MAST              177 31 05.8
 CM1654:UTM  16      -  ANDERSONVILLE SOU BELL MAST              176 00 07.0
 CM1654
 CM1654|---------------------------------------------------------------------|
 CM1654| PID    Reference Object                     Distance      Geod. Az  |
 CM1654|                                                           dddmmss.s |
 CM1654| CM1688 ANDERSONVILLE SOU BELL MAST         APPROX.13.3 KM 1773112.6 |
 CM1654| CY8474 BV 096 208 AZ MK                                   2532640.5 |
 CM1654|---------------------------------------------------------------------|
 CM1654
 CM1654                          SUPERSEDED SURVEY CONTROL
 CM1654
 CM1654  NAD 83(1986)-  32 20 04.10521(N)    084 09 47.26943(W) AD(       ) 2
 CM1654  NAD 27      -  32 20 03.54007(N)    084 09 47.58906(W) AD(       ) 2
 CM1654  NGVD 29 (07/19/86)  147.1    (m)          483.     (f) VERT ANG       
 CM1654
 CM1654.Superseded values are not recommended for survey control.
 CM1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1654.See file dsdata.txt to determine how the superseded data were derived.
 CM1654
 CM1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6702781048(NAD 83)
 CM1654_MARKER: DD = SURVEY DISK
 CM1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1654
 CM1654  HISTORY     - Date     Condition        Report By
 CM1654  HISTORY     - 1974     MONUMENTED       GADT
 CM1654
 CM1654                          STATION DESCRIPTION
 CM1654
 CM1654'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1654'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 CM1654'IDEAL, 3-1/2 MILES NORTH-NORTHWEST OF FOUNTAINVILLE, AND 8 MILES
 CM1654'NORTHWEST OF MONTEZUMA ON THE PROPERTY OF MR. BUDDY BARNS,
 CM1654'STALESBORO.
 CM1654'
 CM1654'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 195
 CM1654'AND 26, LOCATED IN FOUNTAINVILLE, ABOUT 5-1/2 MILES WEST OF
 CM1654'OGLETHORPE, TRAVEL NORTH ON STATE ROUTE 195 FOR 3.05 MILES TO THE
 CM1654'JUNCTION OF STATE ROUTE 240 TO THE LEFT.  CONTINUE TRAVELING
 CM1654'NORTHERLY ON STATE ROUTE 195 FOR 0.8 MILE TO ITS TEMPORARY ENDING
 CM1654'AND THE CROSSING OF COUNTY ROAD 107.  TURN RIGHT, TRAVELING
 CM1654'NORTHEASTERLY ON COUNTY ROAD 107 FOR 0.55 MILE TO THE AZIMUTH
 CM1654'MARK ON THE LEFT.  CONTINUE TRAVELING EASTERLY ON COUNTY ROAD
 CM1654'107 FOR 0.45 MILE TO THE CROSSING OF COUNTY ROAD 102.  TURN
 CM1654'LEFT, TRAVELING NORTH ON COUNTY ROAD 102 FOR 0.1 MILE TO THE
 CM1654'STATION ON THE RIGHT.
 CM1654'
 CM1654'THE STATION IS A STANDARD BRASS DISK STAMPED 096-208, SET IN THE
 CM1654'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1654'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1654'096-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1654'28 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 49.0
 CM1654'FEET EAST OF THE CENTERLINE OF THE ROADWAY, 2.7 FEET WEST OF A
 CM1654'WITNESS POST, 62.5 FEET SOUTH OF A POWER POLE, AND 112.0 FEET
 CM1654'EAST OF ANOTHER POWER POLE.
 CM1654'
 CM1654'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-208 AZMK, SET
 CM1654'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1654'SURFACE OF THE GROUND.  IT IS LOCATED 24.0 FEET NORTH-NORTHWEST
 CM1654'OF THE CENTERLINE OF THE ROADWAY, 2.8 FEET SOUTHEAST OF A WITNESS
 CM1654'POST, 16.0 FEET SOUTH OF AN 8 INCH PINE TREE, 20.2 FEET SOUTHEAST
 CM1654'OF A 14 INCH PINE TREE, AND 183.0 FEET NORTHWEST OF A POWER
 CM1654'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1644 ***********************************************************************
 CM1644  DESIGNATION -  BV 096 209
 CM1644  PID         -  CM1644
 CM1644  STATE/COUNTY-  GA/MACON
 CM1644  USGS QUAD   -  MONTEZUMA (1985)
 CM1644
 CM1644                         *CURRENT SURVEY CONTROL
 CM1644  ___________________________________________________________________
 CM1644* NAD 83(1994)-  32 19 57.10994(N)    084 03 54.96627(W)     ADJUSTED  
 CM1644* NAVD 88     -       106.     (meters)     348.     (feet)  VERTCON   
 CM1644  ___________________________________________________________________
 CM1644  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CM1644  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CM1644
 CM1644  HORZ ORDER  -  SECOND
 CM1644
 CM1644.The horizontal coordinates were established by classical geodetic methods
 CM1644.and adjusted by the National Geodetic Survey in September 1997..
 CM1644
 CM1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1644
 CM1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1644
 CM1644.The geoid height was determined by GEOID03.
 CM1644
 CM1644;                    North         East     Units Scale Factor Converg.
 CM1644;SPC GA W     -   258,591.912   709,545.746   MT  0.99990112   +0 03 15.2
 CM1644;SPC GA W     -   848,396.96  2,327,901.34   sFT  0.99990112   +0 03 15.2
 CM1644;UTM  16      - 3,581,081.031   776,248.048   MT  1.00054118   +1 34 14.1
 CM1644;UTM  17      - 3,581,425.584   211,459.498   MT  1.00062682   -1 38 25.9
 CM1644
 CM1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1644!SPC GA W     -   0.99998752  x   0.99990112  =   0.99988864
 CM1644!UTM  16      -   0.99998752  x   1.00054118  =   1.00052869
 CM1644!UTM  17      -   0.99998752  x   1.00062682  =   1.00061433
 CM1644
 CM1644:                Primary Azimuth Mark                     Grid Az
 CM1644:SPC GA W     -  BV 096 209 AZ MK                         008 07 09.7
 CM1644:UTM  16      -  BV 096 209 AZ MK                         006 36 10.8
 CM1644:UTM  17      -  BV 096 209 AZ MK                         009 48 50.8
 CM1644
 CM1644|---------------------------------------------------------------------|
 CM1644| PID    Reference Object                     Distance      Geod. Az  |
 CM1644|                                                           dddmmss.s |
 CM1644| CY8475 BV 096 209 AZ MK                                   0081024.9 |
 CM1644| CM1643 BV 096 209 GADT 1974 PTA             24.481 METERS 19851     |
 CM1644|---------------------------------------------------------------------|
 CM1644
 CM1644                          SUPERSEDED SURVEY CONTROL
 CM1644
 CM1644  NAD 83(1986)-  32 19 57.11431(N)    084 03 54.96535(W) AD(       ) 2
 CM1644  NAD 27      -  32 19 56.55132(N)    084 03 55.29178(W) AD(       ) 2
 CM1644  NGVD 29 (07/19/86)  106.     (m)          348.     (f) VERT ANG       
 CM1644
 CM1644.Superseded values are not recommended for survey control.
 CM1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1644.See file dsdata.txt to determine how the superseded data were derived.
 CM1644
 CM1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7624881081(NAD 83)
 CM1644_MARKER: DD = SURVEY DISK
 CM1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1644+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 CM1644
 CM1644  HISTORY     - Date     Condition        Report By
 CM1644  HISTORY     - 1974     MONUMENTED       GADT
 CM1644  HISTORY     - 20040720 GOOD             METRIC
 CM1644
 CM1644                          STATION DESCRIPTION
 CM1644
 CM1644'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1644'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF OGLETHORPE,
 CM1644'3-1/4 MILES NORTHWEST OF MONTEZUMA, AND 7-1/2 MILES SOUTHEAST OF
 CM1644'IDEAL ON STATE RIGHT OF WAY.
 CM1644'
 CM1644'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49
 CM1644'AND 214, IN OGLETHORPE, TRAVEL NORTH ON STATE ROUTE 214 (STATE
 CM1644'ROUTE 90) FOR 0.55 MILE TO THE JUNCTION OF STATE ROUTE 214 TO THE
 CM1644'LEFT. CONTINUE TRAVELING NORTH ON STATE ROUTE 90 FOR 1.1 MILES TO
 CM1644'THE JUNCTION OF STATE ROUTE 128 TO THE RIGHT.  TURN RIGHT,
 CM1644'TRAVELING NORTHERLY ON STATE ROUTE 128 FOR 1.05 MILES TO THE
 CM1644'STATION ON THE RIGHT.
 CM1644'
 CM1644'THE STATION IS A STANDARD BRASS DISK STAMPED 096-209, SET IN THE
 CM1644'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1644'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1644'096-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1644'29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 43.0
 CM1644'FEET EAST OF THE CENTERLINE OF THE ROADWAY, 1.5 FEET WEST OF A
 CM1644'WITNESS POST, 138.0 FEET SOUTH OF A RIGHT OF WAY MARKER, 162.0
 CM1644'FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CM1644'OF STATE ROUTE 128 AND A FIELD ROAD TO THE EAST, AND 176.0 FEET
 CM1644'NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD.
 CM1644'
 CM1644'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1644'NORTH ON STATE ROUTE 128 FOR 0.55 MILE TO THE MARK ON THE
 CM1644'RIGHT.  IT IS A STANDARD DISK STAMPED 096-209 AZMK, SET IN THE
 CM1644'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1644'OF THE GROUND.  IT IS LOCATED 37.2 FEET SOUTHEAST OF THE
 CM1644'CENTERLINE OF THE ROADWAY, 10.4 FEET NORTHWEST OF A WITNESS
 CM1644'POST, 30.0 FEET NORTHWEST OF AN 8 INCH PINE TREE, 60.0 FEET EAST
 CM1644'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE
 CM1644'128 AND A FIELD ROAD TO THE NORTHWEST, AND 173.0 FEET EAST OF
 CM1644'A POWER POLE ON THE NORTHWEST SIDE OF THE ROAD.
 CM1644
 CM1644                          STATION RECOVERY (2004)
 CM1644
 CM1644'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CM1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2569 ***********************************************************************
 CL2569  DESIGNATION -  BV 096 210
 CL2569  PID         -  CL2569
 CL2569  STATE/COUNTY-  GA/MACON
 CL2569  USGS QUAD   -  MARSHALLVILLE SW (1972)
 CL2569
 CL2569                         *CURRENT SURVEY CONTROL
 CL2569  ___________________________________________________________________
 CL2569* NAD 83(1994)-  32 17 32.28379(N)    083 58 55.68986(W)     ADJUSTED  
 CL2569* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 CL2569  ___________________________________________________________________
 CL2569  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CL2569  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CL2569
 CL2569  HORZ ORDER  -  SECOND
 CL2569
 CL2569.The horizontal coordinates were established by classical geodetic methods
 CL2569.and adjusted by the National Geodetic Survey in September 1997..
 CL2569
 CL2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2569
 CL2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2569
 CL2569.The geoid height was determined by GEOID03.
 CL2569
 CL2569;                    North         East     Units Scale Factor Converg.
 CL2569;SPC GA W     -   254,141.653   717,379.606   MT  0.99990372   +0 05 54.9
 CL2569;SPC GA W     -   833,796.41  2,353,602.92   sFT  0.99990372   +0 05 54.9
 CL2569;UTM  17      - 3,576,742.453   219,163.764   MT  1.00057272   -1 35 39.2
 CL2569;UTM  16      - 3,576,836.694   784,202.166   MT  1.00059618   +1 36 48.0
 CL2569
 CL2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2569!SPC GA W     -   0.99998524  x   0.99990372  =   0.99988896
 CL2569!UTM  17      -   0.99998524  x   1.00057272  =   1.00055795
 CL2569!UTM  16      -   0.99998524  x   1.00059618  =   1.00058141
 CL2569
 CL2569:                Primary Azimuth Mark                     Grid Az
 CL2569:SPC GA W     -  BV 096 210 AZ MK                         074 16 18.2
 CL2569:UTM  17      -  BV 096 210 AZ MK                         075 57 52.3
 CL2569:UTM  16      -  BV 096 210 AZ MK                         072 45 25.1
 CL2569
 CL2569|---------------------------------------------------------------------|
 CL2569| PID    Reference Object                     Distance      Geod. Az  |
 CL2569|                                                           dddmmss.s |
 CL2569| CY7517 BV 096 210 AZ MK                                   0742213.1 |
 CL2569|---------------------------------------------------------------------|
 CL2569
 CL2569                          SUPERSEDED SURVEY CONTROL
 CL2569
 CL2569  NAD 83(1986)-  32 17 32.28804(N)    083 58 55.68904(W) AD(       ) 2
 CL2569  NAD 27      -  32 17 31.71757(N)    083 58 56.02628(W) AD(       ) 2
 CL2569  NGVD 29 (07/19/86)  120.6    (m)          396.     (f) VERT ANG       
 CL2569
 CL2569.Superseded values are not recommended for survey control.
 CL2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2569.See file dsdata.txt to determine how the superseded data were derived.
 CL2569
 CL2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR1916476742(NAD 83)
 CL2569_MARKER: DD = SURVEY DISK
 CL2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2569
 CL2569  HISTORY     - Date     Condition        Report By
 CL2569  HISTORY     - 1974     MONUMENTED       GADT
 CL2569
 CL2569                          STATION DESCRIPTION
 CL2569
 CL2569'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2569'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF MONTEZUMA,
 CL2569'7-1/2 MILES NORTHWEST OF BYROMVILLE, AND 10-1/2 MILES EAST OF
 CL2569'FOUNTAINVILLE ON THE PROPERTY OF MR. MELVIN C. YODER, ROUTE 1,
 CL2569'MONTEZUMA.  PHONE 912-472-6446.
 CL2569'
 CL2569'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 26
 CL2569'AND 90, LOCATED IN SOUTHEAST MONTEZUMA, TRAVEL EAST ON STATE ROUTE
 CL2569'26 FOR 1.2 MILES TO THE SPRING CREEK CULVERT.  CONTINUE TRAVELING
 CL2569'EAST ON STATE ROUTE 26 FOR 0.5 MILE TO THE JUNCTION OF A PAVED
 CL2569'DRIVEWAY TO THE RIGHT TO THE YODER RESIDENCE.  TURN RIGHT,
 CL2569'TRAVELING SOUTHERLY ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION
 CL2569'ON THE RIGHT.
 CL2569'
 CL2569'THE STATION IS A STANDARD BRASS DISK STAMPED 096-210, SET IN THE
 CL2569'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2569'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2569'096-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CL2569'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 55.0 FEET
 CL2569'WEST OF THE CENTERLINE OF THE DRIVEWAY, 2.5 FEET EAST OF WITNESS
 CL2569'POST SET AT A FENCELINE, 122.5 FEET SOUTHWEST OF A TELEPHONE
 CL2569'POLE ON THE EAST SIDE OF THE DRIVEWAY, AND 154.0 FEET NORTH OF
 CL2569'ANOTHER TELEPHONE POLE.
 CL2569'
 CL2569'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY AND
 CL2569'STATE ROUTE 26, TRAVEL EAST ON STATE ROUTE 26 FOR 0.15 MILE TO THE
 CL2569'MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 096-210 AZMK,
 CL2569'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2569'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 34.5 FEET NORTH OF
 CL2569'THE CENTERLINE OF THE ROADWAY, 3.2 FEET SOUTH OF A WITNESS POST
 CL2569'SET AT A FENCELINE, 13.0 FEET SOUTHEAST OF A 42 INCH OAK TREE,
 CL2569'47.0 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2569'CENTERLINES OF THE ROADWAY AND A FIELD ROAD TO THE NORTH, AND 98.0
 CL2569'FEET SOUTHWEST OF THE INTERSECTION OF TWO FENCELINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2576 ***********************************************************************
 CL2576  DESIGNATION -  BV 096 211
 CL2576  PID         -  CL2576
 CL2576  STATE/COUNTY-  GA/MACON
 CL2576  USGS QUAD   -  MARSHALLVILLE (1981)
 CL2576
 CL2576                         *CURRENT SURVEY CONTROL
 CL2576  ___________________________________________________________________
 CL2576* NAD 83(1994)-  32 23 59.89185(N)    083 58 29.56178(W)     ADJUSTED  
 CL2576* NAVD 88     -       134.1    (meters)     440.     (feet)  VERTCON   
 CL2576  ___________________________________________________________________
 CL2576  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CL2576  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CL2576
 CL2576  HORZ ORDER  -  SECOND
 CL2576
 CL2576.The horizontal coordinates were established by classical geodetic methods
 CL2576.and adjusted by the National Geodetic Survey in September 1997..
 CL2576
 CL2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2576
 CL2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2576
 CL2576.The geoid height was determined by GEOID03.
 CL2576
 CL2576;                    North         East     Units Scale Factor Converg.
 CL2576;SPC GA W     -   266,081.403   718,041.785   MT  0.99990401   +0 06 10.0
 CL2576;SPC GA W     -   872,968.74  2,355,775.42   sFT  0.99990401   +0 06 10.0
 CL2576;UTM  17      - 3,588,665.315   220,179.561   MT  1.00056567   -1 35 42.2
 CL2576;UTM  16      - 3,588,798.080   784,548.264   MT  1.00059858   +1 37 19.3
 CL2576
 CL2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2576!SPC GA W     -   0.99998308  x   0.99990401  =   0.99988709
 CL2576!UTM  17      -   0.99998308  x   1.00056567  =   1.00054874
 CL2576!UTM  16      -   0.99998308  x   1.00059858  =   1.00058165
 CL2576
 CL2576:                Primary Azimuth Mark                     Grid Az
 CL2576:SPC GA W     -  BV 096 211 AZ MK                         056 56 07.8
 CL2576:UTM  17      -  BV 096 211 AZ MK                         058 38 00.0
 CL2576:UTM  16      -  BV 096 211 AZ MK                         055 24 58.5
 CL2576
 CL2576|---------------------------------------------------------------------|
 CL2576| PID    Reference Object                     Distance      Geod. Az  |
 CL2576|                                                           dddmmss.s |
 CL2576| CY7518 BV 096 211 AZ MK                                   0570217.8 |
 CL2576|---------------------------------------------------------------------|
 CL2576
 CL2576                          SUPERSEDED SURVEY CONTROL
 CL2576
 CL2576  NAD 83(1986)-  32 23 59.89616(N)    083 58 29.56078(W) AD(       ) 2
 CL2576  NAD 27      -  32 23 59.34209(N)    083 58 29.89502(W) AD(       ) 2
 CL2576  NGVD 29 (07/19/86)  134.2    (m)          440.     (f) VERT ANG       
 CL2576
 CL2576.Superseded values are not recommended for survey control.
 CL2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2576.See file dsdata.txt to determine how the superseded data were derived.
 CL2576
 CL2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2018088665(NAD 83)
 CL2576_MARKER: DD = SURVEY DISK
 CL2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2576
 CL2576  HISTORY     - Date     Condition        Report By
 CL2576  HISTORY     - 1974     MONUMENTED       GADT
 CL2576
 CL2576                          STATION DESCRIPTION
 CL2576
 CL2576'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2576'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 CL2576'MARSHALLVILLE, 7-3/4 MILES NORTHEAST OF MONTEZUMA, AND 13 MILES
 CL2576'EAST-NORTHEAST OF IDEAL ON THE PROPERTY OF MR. MACK HAM, ROUTE 2,
 CL2576'MONTEZUMA.  PHONE 912-472-8483.
 CL2576'
 CL2576'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49,
 CL2576'90, AND 224, IN MONTEZUMA, TRAVEL NORTH ON STATE ROUTE 49 FOR
 CL2576'4.7 MILES TO THE JUNCTION OF COUNTY ROAD 91173 TO THE RIGHT.  TURN
 CL2576'RIGHT, TRAVELING EAST ON THE COUNTY ROAD FOR 2.0 MILES TO THE
 CL2576'CROSSING OF COUNTY ROAD 2.  TURN LEFT, TRAVELING NORTH ON COUNTY
 CL2576'ROAD 2 FOR 1.7 MILES TO A CENTRAL OF GEORGIA RAILWAY
 CL2576'CROSSING.  CONTINUE TRAVELING NORTHERLY ON THE COUNTY ROAD FOR
 CL2576'0.65 MILE TO THE STATION ON THE RIGHT.
 CL2576'
 CL2576'THE STATION IS A STANDARD BRASS DISK STAMPED 096-211, SET IN THE
 CL2576'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2576'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2576'096-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 29
 CL2576'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 31.0 FEET
 CL2576'SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 6.0 FEET SOUTHEAST
 CL2576'OF A WITNESS POST SET AT A FENCELINE, AND 103.0 FEET SOUTHWEST
 CL2576'OF AN 18 INCH PECAN TREE.
 CL2576'
 CL2576'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CL2576'NORTH ON COUNTY ROAD 2 FOR 0.2 MILE TO THE JUNCTION OF A FIELD
 CL2576'ROAD TO THE RIGHT.  TURN RIGHT, TRAVELING EAST ON THE FIELD ROAD
 CL2576'FOR 0.2 MILE TO A FENCE GAP AT A JUNCTION OF 2 FENCES AND THE
 CL2576'MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED 096-211 AZMK,
 CL2576'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2576'THE SURFACE OF THE GROUND.  IT IS LOCATED 63.0 FEET SOUTHWEST
 CL2576'OF THE CENTERLINE OF THE FIELD ROAD AND 1.4 FEET SOUTHEAST OF A
 CL2576'WITNESS POST SET AT THE NORTHEAST-SOUTHWEST FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2575 ***********************************************************************
 CL2575  DESIGNATION -  BV 096 212
 CL2575  PID         -  CL2575
 CL2575  STATE/COUNTY-  GA/MACON
 CL2575  USGS QUAD   -  MARSHALLVILLE SW (1972)
 CL2575
 CL2575                         *CURRENT SURVEY CONTROL
 CL2575  ___________________________________________________________________
 CL2575* NAD 83(1994)-  32 22 17.30286(N)    083 58 03.18091(W)     ADJUSTED  
 CL2575* NAVD 88     -       133.7    (meters)     439.     (feet)  VERTCON   
 CL2575  ___________________________________________________________________
 CL2575  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CL2575  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CL2575
 CL2575  HORZ ORDER  -  SECOND
 CL2575
 CL2575.The horizontal coordinates were established by classical geodetic methods
 CL2575.and adjusted by the National Geodetic Survey in September 1997..
 CL2575
 CL2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2575
 CL2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2575
 CL2575.The geoid height was determined by GEOID03.
 CL2575
 CL2575;                    North         East     Units Scale Factor Converg.
 CL2575;SPC GA W     -   262,922.842   718,737.025   MT  0.99990433   +0 06 23.8
 CL2575;SPC GA W     -   862,606.02  2,358,056.39   sFT  0.99990433   +0 06 23.8
 CL2575;UTM  17      - 3,585,485.454   220,781.346   MT  1.00056153   -1 35 23.5
 CL2575;UTM  16      - 3,585,656.867   785,327.512   MT  1.00060407   +1 37 28.9
 CL2575
 CL2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2575!SPC GA W     -   0.99998315  x   0.99990433  =   0.99988748
 CL2575!UTM  17      -   0.99998315  x   1.00056153  =   1.00054467
 CL2575!UTM  16      -   0.99998315  x   1.00060407  =   1.00058721
 CL2575
 CL2575:                Primary Azimuth Mark                     Grid Az
 CL2575:SPC GA W     -  BV 096 212 AZ MK                         047 55 54.7
 CL2575:UTM  17      -  BV 096 212 AZ MK                         049 37 42.0
 CL2575:UTM  16      -  BV 096 212 AZ MK                         046 24 49.6
 CL2575
 CL2575|---------------------------------------------------------------------|
 CL2575| PID    Reference Object                     Distance      Geod. Az  |
 CL2575|                                                           dddmmss.s |
 CL2575| CY7519 BV 096 212 AZ MK                                   0480218.5 |
 CL2575|---------------------------------------------------------------------|
 CL2575
 CL2575                          SUPERSEDED SURVEY CONTROL
 CL2575
 CL2575  NAD 83(1986)-  32 22 17.30716(N)    083 58 03.17994(W) AD(       ) 2
 CL2575  NAD 27      -  32 22 16.74999(N)    083 58 03.51490(W) AD(       ) 2
 CL2575  NGVD 29 (07/19/86)  133.8    (m)          439.     (f) VERT ANG       
 CL2575
 CL2575.Superseded values are not recommended for survey control.
 CL2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2575.See file dsdata.txt to determine how the superseded data were derived.
 CL2575
 CL2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2078185485(NAD 83)
 CL2575_MARKER: DD = SURVEY DISK
 CL2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2575
 CL2575  HISTORY     - Date     Condition        Report By
 CL2575  HISTORY     - 1974     MONUMENTED       GADT
 CL2575  HISTORY     - 20040720 MARK NOT FOUND   METRIC
 CL2575
 CL2575                          STATION DESCRIPTION
 CL2575
 CL2575'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2575'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES NORTHEAST OF
 CL2575'MONTEZUMA, 12-1/4 MILES NORTH-NORTHWEST OF BYROMVILLE, AND 13
 CL2575'MILES EAST OF IDEAL ON THE PROPERTY OF THE NORRIS CATTLE COMPANY.
 CL2575'
 CL2575'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 49
 CL2575'AND STATE ROUTE 224, LOCATED IN MONTEZUMA, TRAVEL NORTH ON STATE
 CL2575'ROUTE 49 FOR 4.7 MILES TO THE JUNCTION OF COUNTY ROAD 91173 TO
 CL2575'THE RIGHT.  TURN RIGHT, TRAVELING EAST ON THE COUNTY ROAD FOR
 CL2575'2.0 MILES TO THE CROSSING OF COUNTY ROAD 2.  CONTINUE TRAVELING
 CL2575'EAST ON COUNTY ROAD 91173 FOR 0.85 MILE TO THE STATION ON THE
 CL2575'LEFT.
 CL2575'
 CL2575'THE STATION IS A STANDARD BRASS DISK STAMPED 096-212, SET IN THE
 CL2575'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2575'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2575'096-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CL2575'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 23.5 FEET
 CL2575'NORTH OF THE CENTERLINE OF THE ROADWAY, 6.5 FEET NORTHEAST OF A
 CL2575'WITNESS POST, 117.0 FEET WEST OF A POWER POLE, AND 283.0 FEET
 CL2575'EAST OF ANOTHER POWER POLE.
 CL2575'
 CL2575'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CL2575'EAST ON COUNTY ROAD 91173 FOR 0.15 MILE TO THE JUNCTION OF COUNTY
 CL2575'ROAD 227 CROSSING.  TURN LEFT, TRAVELING NORTH ON COUNTY ROAD 227
 CL2575'FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 CL2575'STAMPED 096-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2575'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CL2575'LOCATED 25.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROADWAY, 3.2
 CL2575'FEET NORTH-NORTHWEST OF A WITNESS POST, 20.0 FEET SOUTHWEST
 CL2575'OF A POWER POLE, AND 104 FEET NORTH OF THE POINT OF BEGINNING OF
 CL2575'A CURVE IN THE CENTERLINE OF THE ROAD.
 CL2575
 CL2575                          STATION RECOVERY (2004)
 CL2575
 CL2575'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1632 ***********************************************************************
 CM1632  DESIGNATION -  BV 096 213
 CM1632  PID         -  CM1632
 CM1632  STATE/COUNTY-  GA/MACON
 CM1632  USGS QUAD   -  GARDEN VALLEY (1981)
 CM1632
 CM1632                         *CURRENT SURVEY CONTROL
 CM1632  ___________________________________________________________________
 CM1632* NAD 83(1994)-  32 28 31.88452(N)    084 03 19.59053(W)     ADJUSTED  
 CM1632* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 CM1632  ___________________________________________________________________
 CM1632  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CM1632  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CM1632
 CM1632  HORZ ORDER  -  SECOND
 CM1632
 CM1632.The horizontal coordinates were established by classical geodetic methods
 CM1632.and adjusted by the National Geodetic Survey in September 1997..
 CM1632
 CM1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1632
 CM1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1632
 CM1632.The geoid height was determined by GEOID03.
 CM1632
 CM1632;                    North         East     Units Scale Factor Converg.
 CM1632;SPC GA W     -   274,448.303   710,454.339   MT  0.99990135   +0 03 35.0
 CM1632;SPC GA W     -   900,419.14  2,330,882.28   sFT  0.99990135   +0 03 35.0
 CM1632;UTM  16      - 3,596,966.124   776,736.211   MT  1.00054448   +1 34 55.4
 CM1632;UTM  17      - 3,597,259.491   212,838.559   MT  1.00061700   -1 38 30.2
 CM1632
 CM1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1632!SPC GA W     -   0.99998686  x   0.99990135  =   0.99988821
 CM1632!UTM  16      -   0.99998686  x   1.00054448  =   1.00053133
 CM1632!UTM  17      -   0.99998686  x   1.00061700  =   1.00060385
 CM1632
 CM1632:                Primary Azimuth Mark                     Grid Az
 CM1632:SPC GA W     -  BV 096 214                               003 09 43.4
 CM1632:UTM  16      -  BV 096 214                               001 38 23.0
 CM1632:UTM  17      -  BV 096 214                               004 51 48.6
 CM1632
 CM1632|---------------------------------------------------------------------|
 CM1632| PID    Reference Object                     Distance      Geod. Az  |
 CM1632|                                                           dddmmss.s |
 CM1632| CM1633 BV 096 214                          APPROX. 1.7 KM 0031318.4 |
 CM1632| CY8476 BV 096 214 AZ MK                                   0032343.4 |
 CM1632|---------------------------------------------------------------------|
 CM1632
 CM1632                          SUPERSEDED SURVEY CONTROL
 CM1632
 CM1632  NAD 83(1986)-  32 28 31.88913(N)    084 03 19.58943(W) AD(       ) 2
 CM1632  NAD 27      -  32 28 31.34910(N)    084 03 19.91383(W) AD(       ) 2
 CM1632  NGVD 29 (07/19/86)  110.1    (m)          361.     (f) VERT ANG       
 CM1632
 CM1632.Superseded values are not recommended for survey control.
 CM1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1632.See file dsdata.txt to determine how the superseded data were derived.
 CM1632
 CM1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7673696966(NAD 83)
 CM1632_MARKER: DD = SURVEY DISK
 CM1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1632
 CM1632  HISTORY     - Date     Condition        Report By
 CM1632  HISTORY     - 1974     MONUMENTED       GADT
 CM1632
 CM1632                          STATION DESCRIPTION
 CM1632
 CM1632'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1632'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES SOUTH-SOUTHWEST
 CM1632'OF REYNOLDS, 11-1/2 MILES SOUTHWEST OF FORT VALLEY, AND 10 MILES
 CM1632'NORTHEAST OF IDEAL ON STATE RIGHT OF WAY.
 CM1632'
 CM1632'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 96 AND 128
 CM1632'IN REYNOLDS, PROCEED EAST ON STATE ROUTE 96 FOR 1.5 MILES TO THE
 CM1632'JUNCTION OF STATE ROUTE 287 TO THE RIGHT.  TURN RIGHT, GOING SOUTH
 CM1632'ALONG STATE ROUTE 287 FOR 2.9 MILES TO ITS TERMINATION AT THE
 CM1632'JUNCTION OF COUNTY ROAD 149 TO THE RIGHT AND MACON COUNTY ROAD
 CM1632'53 CONTINUING AHEAD.  CONTINUE AHEAD ON COUNTY ROAD 53 FOR 3.25
 CM1632'MILE TO THE STATION ON THE LEFT.
 CM1632'
 CM1632'THE STATION IS A STANDARD BRASS DISK STAMPED 096-213, SET IN THE
 CM1632'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1632'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1632'096-213, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.91
 CM1632'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 23 FEET
 CM1632'EAST OF THE CENTERLINE OF COUNTY ROAD 53, 3 FEET WEST OF A
 CM1632'WITNESS POST, 110 FEET SOUTHEAST OF A POWER POLE LOCATED ON THE
 CM1632'WEST SIDE OF THE ROAD, AND 88 FEET SOUTH-SOUTHWEST OF A POWER
 CM1632'POLE LOCATED ON THE EAST SIDE OF THE ROAD.
 CM1632'
 CM1632'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 CM1632'096-214 AZMK WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1633 ***********************************************************************
 CM1633  DESIGNATION -  BV 096 214
 CM1633  PID         -  CM1633
 CM1633  STATE/COUNTY-  GA/MACON
 CM1633  USGS QUAD   -  GARDEN VALLEY (1981)
 CM1633
 CM1633                         *CURRENT SURVEY CONTROL
 CM1633  ___________________________________________________________________
 CM1633* NAD 83(1994)-  32 29 27.06035(N)    084 03 15.92591(W)     ADJUSTED  
 CM1633* NAVD 88     -       112.0    (meters)     367.     (feet)  VERTCON   
 CM1633  ___________________________________________________________________
 CM1633  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CM1633  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CM1633
 CM1633  HORZ ORDER  -  SECOND
 CM1633
 CM1633.The horizontal coordinates were established by classical geodetic methods
 CM1633.and adjusted by the National Geodetic Survey in September 1997..
 CM1633
 CM1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1633
 CM1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1633
 CM1633.The geoid height was determined by GEOID03.
 CM1633
 CM1633;                    North         East     Units Scale Factor Converg.
 CM1633;SPC GA W     -   276,147.885   710,548.231   MT  0.99990137   +0 03 37.1
 CM1633;SPC GA W     -   905,995.19  2,331,190.32   sFT  0.99990137   +0 03 37.1
 CM1633;UTM  16      - 3,598,668.695   776,784.940   MT  1.00054481   +1 34 59.8
 CM1633;UTM  17      - 3,598,956.747   212,982.986   MT  1.00061597   -1 38 30.7
 CM1633
 CM1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1633!SPC GA W     -   0.99998654  x   0.99990137  =   0.99988791
 CM1633!UTM  16      -   0.99998654  x   1.00054481  =   1.00053135
 CM1633!UTM  17      -   0.99998654  x   1.00061597  =   1.00060250
 CM1633
 CM1633:                Primary Azimuth Mark                     Grid Az
 CM1633:SPC GA W     -  BV 096 214 AZ MK                         183 05 52.2
 CM1633:UTM  16      -  BV 096 214 AZ MK                         181 34 29.5
 CM1633:UTM  17      -  BV 096 214 AZ MK                         184 48 00.0
 CM1633
 CM1633|---------------------------------------------------------------------|
 CM1633| PID    Reference Object                     Distance      Geod. Az  |
 CM1633|                                                           dddmmss.s |
 CM1633| CY8476 BV 096 214 AZ MK                                   1830929.3 |
 CM1633|---------------------------------------------------------------------|
 CM1633
 CM1633                          SUPERSEDED SURVEY CONTROL
 CM1633
 CM1633  NAD 83(1986)-  32 29 27.06499(N)    084 03 15.92478(W) AD(       ) 2
 CM1633  NAD 27      -  32 29 26.52733(N)    084 03 16.24879(W) AD(       ) 2
 CM1633  NGVD 29 (07/19/86)  112.1    (m)          368.     (f) VERT ANG       
 CM1633
 CM1633.Superseded values are not recommended for survey control.
 CM1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1633.See file dsdata.txt to determine how the superseded data were derived.
 CM1633
 CM1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7678598669(NAD 83)
 CM1633_MARKER: DD = SURVEY DISK
 CM1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1633
 CM1633  HISTORY     - Date     Condition        Report By
 CM1633  HISTORY     - 1974     MONUMENTED       GADT
 CM1633
 CM1633                          STATION DESCRIPTION
 CM1633
 CM1633'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1633'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES SOUTH-SOUTHEAST
 CM1633'OF REYNOLDS, 11-1/2 MILES SOUTHWEST OF FORT VALLEY, AND 10-1/2
 CM1633'MILES NORTHEAST OF IDEAL ON COUNTY RIGHT OF WAY.
 CM1633'
 CM1633'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 96 AND
 CM1633'128 IN REYNOLDS, PROCEED EAST ON STATE ROUTE 96 FOR 1.5 MILES
 CM1633'TO THE JUNCTION OF STATE ROUTE 287 TO THE RIGHT.  TURN RIGHT, GOING
 CM1633'SOUTH ALONG STATE ROUTE 287 FOR 2.9 MILES TO ITS TERMINATION AT
 CM1633'THE JUNCTION OF COUNTY ROAD 149 TO THE RIGHT AND MACON COUNTY ROAD
 CM1633'53 CONTINUING AHEAD.  CONTINUE AHEAD, SOUTH, ON MACON COUNTY
 CM1633'ROAD 53 FOR 2.2 MILES TO THE STATION ON THE LEFT.
 CM1633'
 CM1633'THE STATION IS A STANDARD BRASS DISK STAMPED 096-214, SET IN THE
 CM1633'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1633'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1633'096-214, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 CM1633'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 33 FEET
 CM1633'EAST OF THE CENTERLINE OF STATE ROUTE 287, 3 FEET WEST OF A
 CM1633'WITNESS POST, 60 FEET SOUTH OF A POWER POLE, AND 101 FEET
 CM1633'EAST-NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD.
 CM1633'
 CM1633'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 CM1633'STATE ROUTE 287 FOR 0.75 MILE TO THE MARK ON THE LEFT.  IT IS A
 CM1633'STANDARD DISK STAMPED 096-214 AZMK, SET IN THE TOP OF A 10 INCH
 CM1633'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1633'GROUND.  IT IS LOCATED 23 FEET EAST OF THE CENTERLINE OF STATE
 CM1633'ROUTE 287, 2 FEET WEST OF A WITNESS POST, 3 FEET SOUTHWEST OF A
 CM1633'POWER POLE, 60 FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE
 CM1633'OF THE ROAD, AND 109 FEET NORTHEAST OF A 50 INCH OAK TREE ON THE
 CM1633'WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1631 ***********************************************************************
 CM1631  DESIGNATION -  BV 096 215
 CM1631  PID         -  CM1631
 CM1631  STATE/COUNTY-  GA/MACON
 CM1631  USGS QUAD   -  GARDEN VALLEY (1981)
 CM1631
 CM1631                         *CURRENT SURVEY CONTROL
 CM1631  ___________________________________________________________________
 CM1631* NAD 83(1994)-  32 26 19.31506(N)    084 04 57.54325(W)     ADJUSTED  
 CM1631* NAVD 88     -       120.     (meters)     394.     (feet)  VERTCON   
 CM1631  ___________________________________________________________________
 CM1631  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CM1631  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CM1631
 CM1631  HORZ ORDER  -  SECOND
 CM1631
 CM1631.The horizontal coordinates were established by classical geodetic methods
 CM1631.and adjusted by the National Geodetic Survey in September 1997..
 CM1631
 CM1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1631
 CM1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1631
 CM1631.The geoid height was determined by GEOID03.
 CM1631
 CM1631;                    North         East     Units Scale Factor Converg.
 CM1631;SPC GA W     -   270,362.684   707,900.092   MT  0.99990077   +0 02 42.2
 CM1631;SPC GA W     -   887,014.91  2,322,502.22   sFT  0.99990077   +0 02 42.2
 CM1631;UTM  16      - 3,592,811.485   774,289.798   MT  1.00052786   +1 33 57.0
 CM1631;UTM  17      - 3,593,248.564   210,162.250   MT  1.00063605   -1 39 16.8
 CM1631
 CM1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1631!SPC GA W     -   0.99998530  x   0.99990077  =   0.99988607
 CM1631!UTM  16      -   0.99998530  x   1.00052786  =   1.00051315
 CM1631!UTM  17      -   0.99998530  x   1.00063605  =   1.00062134
 CM1631
 CM1631:                Primary Azimuth Mark                     Grid Az
 CM1631:SPC GA W     -  BV 096 215 AZ MK                         123 45 05.0
 CM1631:UTM  16      -  BV 096 215 AZ MK                         122 13 50.2
 CM1631:UTM  17      -  BV 096 215 AZ MK                         125 27 04.0
 CM1631
 CM1631|---------------------------------------------------------------------|
 CM1631| PID    Reference Object                     Distance      Geod. Az  |
 CM1631|                                                           dddmmss.s |
 CM1631| CY8477 BV 096 215 AZ MK                                   1234747.2 |
 CM1631| CM1630 BV 096 215 GADT 1974 PTA             24.589 METERS 22501     |
 CM1631|---------------------------------------------------------------------|
 CM1631
 CM1631                          SUPERSEDED SURVEY CONTROL
 CM1631
 CM1631  NAD 83(1986)-  32 26 19.31967(N)    084 04 57.54216(W) AD(       ) 2
 CM1631  NAD 27      -  32 26 18.77547(N)    084 04 57.86389(W) AD(       ) 2
 CM1631  NGVD 29 (07/19/86)  120.     (m)          394.     (f) VERT ANG       
 CM1631
 CM1631.Superseded values are not recommended for survey control.
 CM1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1631.See file dsdata.txt to determine how the superseded data were derived.
 CM1631
 CM1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7429092811(NAD 83)
 CM1631_MARKER: DD = SURVEY DISK
 CM1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1631
 CM1631  HISTORY     - Date     Condition        Report By
 CM1631  HISTORY     - 1974     MONUMENTED       GADT
 CM1631
 CM1631                          STATION DESCRIPTION
 CM1631
 CM1631'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1631'THE STATION IS LOCATED APPROXIMATELY 8 MILES NORTHEAST OF IDEAL,
 CM1631'8-1/2 MILES SOUTH OF REYNOLDS, AND 10 MILES NORTH-NORTHWEST OF
 CM1631'MONTEZUMA ON THE PROPERTY OF MR. C. J. HARP, REYNOLDS, PHONE
 CM1631'847-3202.
 CM1631'
 CM1631'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49
 CM1631'AND 90, LOCATED IN OGLETHORPE, TRAVEL NORTH ALONG STATE ROUTE 90
 CM1631'FOR 0.55 MILE TO THE JUNCTION OF STATE ROUTE 214 CROSSING.
 CM1631'CONTINUE NORTH ON STATE ROUTE 90 FOR 1.1 MILES TO THE JUNCTION OF
 CM1631'STATE ROUTE 128 TO THE RIGHT.  TURN RIGHT, TRAVELING
 CM1631'NORTHERLY ALONG STATE ROUTE 128 FOR 2.2 MILES TO THE
 CM1631'WHITEWATER CREEK BRIDGE.  CONTINUE TRAVELING NORTH
 CM1631'ALONG STATE ROUTE 128 FOR 3.9 MILES TO THE JUNCTION OF COUNTY
 CM1631'ROAD 148 TO THE LEFT.  CONTINUE TRAVELING NORTH ALONG STATE
 CM1631'ROUTE 128 FOR 2.1 MILES TO THE JUNCTION OF STATE ROUTE 127 TO THE
 CM1631'RIGHT.  CONTINUE TRAVELING NORTHERLY ALONG STATE ROUTE 128
 CM1631'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM1631'TRAVELING NORTH ALONG STATE ROUTE 128 FOR 0.4 MILE TO THE
 CM1631'JUNCTION OF STATE ROUTE 127 TO THE LEFT.  TURN LEFT,
 CM1631'TRAVELING WEST ALONG STATE ROUTE 127 FOR 0.35 MILE TO THE JUNCTION
 CM1631'OF COUNTY ROAD 149 TO THE LEFT.  TURN LEFT, TRAVELING SOUTH ALONG
 CM1631'COUNTY ROAD 149 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CM1631'
 CM1631'THE STATION IS A STANDARD BRASS DISK STAMPED 096-215, SET IN THE
 CM1631'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1631'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1631'096-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1631'29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 26.0
 CM1631'FEET EAST OF THE CENTERLINE OF THE ROADWAY, 7.0 FEET SOUTH OF A
 CM1631'WITNESS POST, AND 8.0 FEET SOUTH OF A POWER POLE.
 CM1631'
 CM1631'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-215 AZMK, SET
 CM1631'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1631'SURFACE OF THE GROUND.  IT IS LOCATED 46.0 FEET WEST OF THE
 CM1631'CENTERLINE OF THE ROADWAY, 4.2 FEET EAST OF A WITNESS POST, 169.0
 CM1631'FEET SOUTHWEST OF A POWER POLE ON THE EAST SIDE OF THE HIGHWAY,
 CM1631'AND 229.0 FEET SOUTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1628 ***********************************************************************
 CM1628  DESIGNATION -  BV 096 216
 CM1628  PID         -  CM1628
 CM1628  STATE/COUNTY-  GA/MACON
 CM1628  USGS QUAD   -  GARDEN VALLEY (1981)
 CM1628
 CM1628                         *CURRENT SURVEY CONTROL
 CM1628  ___________________________________________________________________
 CM1628* NAD 83(1994)-  32 23 42.84649(N)    084 03 54.44285(W)     ADJUSTED  
 CM1628* NAVD 88     -       107.     (meters)     351.     (feet)  VERTCON   
 CM1628  ___________________________________________________________________
 CM1628  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CM1628  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CM1628
 CM1628  HORZ ORDER  -  SECOND
 CM1628
 CM1628.The horizontal coordinates were established by classical geodetic methods
 CM1628.and adjusted by the National Geodetic Survey in September 1997..
 CM1628
 CM1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1628
 CM1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1628
 CM1628.The geoid height was determined by GEOID03.
 CM1628
 CM1628;                    North         East     Units Scale Factor Converg.
 CM1628;SPC GA W     -   265,544.748   709,552.837   MT  0.99990112   +0 03 15.8
 CM1628;SPC GA W     -   871,208.06  2,327,924.60   sFT  0.99990112   +0 03 15.8
 CM1628;UTM  16      - 3,588,036.060   776,070.878   MT  1.00053996   +1 34 24.1
 CM1628;UTM  17      - 3,588,380.201   211,672.548   MT  1.00062529   -1 38 35.9
 CM1628
 CM1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1628!SPC GA W     -   0.99998735  x   0.99990112  =   0.99988847
 CM1628!UTM  16      -   0.99998735  x   1.00053996  =   1.00052730
 CM1628!UTM  17      -   0.99998735  x   1.00062529  =   1.00061263
 CM1628
 CM1628:                Primary Azimuth Mark                     Grid Az
 CM1628:SPC GA W     -  BV 096 216 AZ MK                         002 48 41.0
 CM1628:UTM  16      -  BV 096 216 AZ MK                         001 17 32.7
 CM1628:UTM  17      -  BV 096 216 AZ MK                         004 30 32.7
 CM1628
 CM1628|---------------------------------------------------------------------|
 CM1628| PID    Reference Object                     Distance      Geod. Az  |
 CM1628|                                                           dddmmss.s |
 CM1628| CY8478 BV 096 216 AZ MK                                   0025156.8 |
 CM1628| CM1627 BV 096 216 GADT 1974 PTA             10.577 METERS 18008     |
 CM1628|---------------------------------------------------------------------|
 CM1628
 CM1628                          SUPERSEDED SURVEY CONTROL
 CM1628
 CM1628  NAD 83(1986)-  32 23 42.85083(N)    084 03 54.44184(W) AD(       ) 2
 CM1628  NAD 27      -  32 23 42.29411(N)    084 03 54.76910(W) AD(       ) 2
 CM1628  NGVD 29 (07/19/86)  107.     (m)          351.     (f) VERT ANG       
 CM1628
 CM1628.Superseded values are not recommended for survey control.
 CM1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1628.See file dsdata.txt to determine how the superseded data were derived.
 CM1628
 CM1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA7607188036(NAD 83)
 CM1628_MARKER: DD = SURVEY DISK
 CM1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1628
 CM1628  HISTORY     - Date     Condition        Report By
 CM1628  HISTORY     - 1974     MONUMENTED       GADT
 CM1628  HISTORY     - 20040720 MARK NOT FOUND   METRIC
 CM1628
 CM1628                          STATION DESCRIPTION
 CM1628
 CM1628'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1628'THE STATION IS LOCATED 7 MILES NORTH OF OGLETHORPE, 7 MILES
 CM1628'NORTH-NORTHEAST OF MONTEZUMA, AND 7-1/4 MILES EAST-NORTHEAST OF
 CM1628'IDEAL ON STATE RIGHT OF WAY.
 CM1628'
 CM1628'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 49 AND 214
 CM1628'IN OGLETHORPE, GO NORTH ON STATE ROUTE 214 FOR 0.55 MILE TO THE
 CM1628'JUNCTION OF STATE ROUTES 90 AND 128 CROSSING.  TURN RIGHT, GOING
 CM1628'NORTH ON STATE ROUTES 90 AND 128 FOR 1.1 MILES TO THE JUNCTION OF
 CM1628'STATE ROUTE 90 FORKING LEFT AND STATE ROUTE 128 AHEAD.  CONTINUE
 CM1628'AHEAD ON STATE ROUTE 128 FOR 2.1 MILES TO THE WHITE WATER CREEK
 CM1628'BRIDGE.  CONTINUE AHEAD FOR 3.35 MILES TO THE STATION ON THE
 CM1628'LEFT.
 CM1628'
 CM1628'THE STATION IS A STANDARD BRASS DISK STAMPED 096-216, SET IN THE
 CM1628'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1628'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1628'096-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.91
 CM1628'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 28 FEET
 CM1628'WEST OF THE CENTERLINE OF STATE ROUTE 128, 64 FEET NORTHWEST OF
 CM1628'THE INTERSECTION OF THE CENTERLINES OF A DIRT DRIVE GOING
 CM1628'EAST AND STATE ROUTE 128, 84 FEET NORTHEAST OF A POWER POLE,
 CM1628'AND 2.5 FEET EAST OF A WITNESS POST.
 CM1628'
 CM1628'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 CM1628'STATE ROUTE 128 FOR 0.4 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CM1628'STANDARD DISK STAMPED 096-216 AZMK, SET IN THE TOP OF A 10 INCH
 CM1628'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM1628'IT IS LOCATED 47 FEET EAST OF THE CENTERLINE OF STATE ROUTE 128,
 CM1628'33 FEET SOUTHEAST OF MILE POST 6, 1.3 FEET WEST OF A WITNESS
 CM1628'POST LOCATED ON A FENCELINE, AND 149.5 FEET NORTHWEST OF A
 CM1628'POWER POLE LOCATED IN A PASTURE.
 CM1628
 CM1628                          STATION RECOVERY (2004)
 CM1628
 CM1628'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CM1628'POST FOUND OUT OF GROUND, NO DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2785 ***********************************************************************
 CL2785  DESIGNATION -  BV 096 217
 CL2785  PID         -  CL2785
 CL2785  STATE/COUNTY-  GA/MACON
 CL2785  USGS QUAD   -  MONTEZUMA (1985)
 CL2785
 CL2785                         *CURRENT SURVEY CONTROL
 CL2785  ___________________________________________________________________
 CL2785* NAD 83(1994)-  32 18 56.11535(N)    083 59 59.71245(W)     ADJUSTED  
 CL2785* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 CL2785  ___________________________________________________________________
 CL2785  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CL2785  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CL2785
 CL2785  HORZ ORDER  -  SECOND
 CL2785
 CL2785.The horizontal coordinates were established by classical geodetic methods
 CL2785.and adjusted by the National Geodetic Survey in September 1997..
 CL2785
 CL2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2785
 CL2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2785
 CL2785.The geoid height was determined by GEOID03.
 CL2785
 CL2785;                    North         East     Units Scale Factor Converg.
 CL2785;SPC GA W     -   256,720.951   715,700.636   MT  0.99990304   +0 05 20.9
 CL2785;SPC GA W     -   842,258.65  2,348,094.50   sFT  0.99990304   +0 05 20.9
 CL2785;UTM  17      - 3,579,372.013   217,560.666   MT  1.00058385   -1 36 17.2
 CL2785;UTM  16      - 3,579,372.434   782,454.380   MT  1.00058396   +1 36 17.5
 CL2785
 CL2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2785!SPC GA W     -   0.99998564  x   0.99990304  =   0.99988868
 CL2785!UTM  17      -   0.99998564  x   1.00058385  =   1.00056948
 CL2785!UTM  16      -   0.99998564  x   1.00058396  =   1.00056959
 CL2785
 CL2785|---------------------------------------------------------------------|
 CL2785| PID    Reference Object                     Distance      Geod. Az  |
 CL2785|                                                           dddmmss.s |
 CL2785| CM1642 BV 096 217 GADT 1974 PTA             18.766 METERS 20517     |
 CL2785| CY8479 BV 096 217 AZ MK                                   2435723.9 |
 CL2785|---------------------------------------------------------------------|
 CL2785
 CL2785                          SUPERSEDED SURVEY CONTROL
 CL2785
 CL2785  NAD 83(1986)-  32 18 56.11967(N)    083 59 59.71159(W) AD(       ) 2
 CL2785  NAD 27      -  32 18 55.55526(N)    084 00 00.04527(W) AD(       ) 2
 CL2785  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 CL2785
 CL2785.Superseded values are not recommended for survey control.
 CL2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2785.See file dsdata.txt to determine how the superseded data were derived.
 CL2785
 CL2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR1756179372(NAD 83)
 CL2785_MARKER: DD = SURVEY DISK
 CL2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2785
 CL2785  HISTORY     - Date     Condition        Report By
 CL2785  HISTORY     - 1974     MONUMENTED       GADT
 CL2785
 CL2785                          STATION DESCRIPTION
 CL2785
 CL2785'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2785'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST OF MONTEZUMA,
 CL2785'10-1/2 MILES SOUTH OF MARSHALLVILLE, AND 9-1/2 MILES NORTH-NORTHWEST
 CL2785'OF BYROMVILLE ON THE PROPERTY OF MR. ED SMITH, ROUTE 2, MONTEZUMA,
 CL2785'PHONE 472-7332.
 CL2785'
 CL2785'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49 AND
 CL2785'224 IN MONTEZUMA, GO NORTHEAST ALONG STATE ROUTE 224 FOR 1.55
 CL2785'MILES TO THE BEAVER CREEK BRIDGE.  CONTINUE EAST ALONG STATE ROUTE
 CL2785'224 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 CL2785'ALONG STATE ROUTE 224 FOR 0.2 MILE TO A PAVED DRIVEWAY TO THE
 CL2785'LEFT.  TURN LEFT, TRAVELING NORTH ALONG THE DRIVEWAY FOR 0.15
 CL2785'MILE TO ITS TERMINATION AND THE STATION ON THE LEFT IN A FIELD.
 CL2785'
 CL2785'THE STATION IS LOCATED 91.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 CL2785'OF THE DRIVEWAY, 16.0 FEET NORTHWEST OF A 14 INCH FORKED OAK TREE,
 CL2785'AND 5.3 FEET NORTHWEST OF A WITNESS POST SET ON A FENCELINE.  IT
 CL2785'IS A STANDARD BRASS DISK STAMPED 096-217, SET IN THE TOP
 CL2785'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2785'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2785'096-217, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2785'0.76 METER BELOW THE SURFACE OF THE GROUND.
 CL2785'
 CL2785'THE AZIMUTH MARK IS LOCATED 58.0 FEET NORTHEAST OF THE POINT OF
 CL2785'INTERSECTION OF THE CENTERLINES OF A FIELD ROAD TO THE NORTH AND
 CL2785'THE HIGHWAY, 54.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CL2785'96.0 FEET NORTHEAST OF A POWER POLE, 86.0 FEET NORTHWEST OF
 CL2785'ANOTHER POWER POLE, AND 3.5 FEET SOUTH OF A WITNESS POST.  IT IS A
 CL2785'STANDARD DISK STAMPED 096-217 AZMK, SET IN THE TOP OF A
 CL2785'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2785'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2570 ***********************************************************************
 CL2570  DESIGNATION -  BV 096 218
 CL2570  PID         -  CL2570
 CL2570  STATE/COUNTY-  GA/MACON
 CL2570  USGS QUAD   -  MARSHALLVILLE SW (1972)
 CL2570
 CL2570                         *CURRENT SURVEY CONTROL
 CL2570  ___________________________________________________________________
 CL2570* NAD 83(1994)-  32 18 38.68625(N)    083 55 28.93835(W)     ADJUSTED  
 CL2570* NAVD 88     -       116.     (meters)     381.     (feet)  VERTCON   
 CL2570  ___________________________________________________________________
 CL2570  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CL2570  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CL2570
 CL2570  HORZ ORDER  -  SECOND
 CL2570
 CL2570.The horizontal coordinates were established by classical geodetic methods
 CL2570.and adjusted by the National Geodetic Survey in September 1997..
 CL2570
 CL2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2570
 CL2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2570
 CL2570.The geoid height was determined by GEOID03.
 CL2570
 CL2570;                    North         East     Units Scale Factor Converg.
 CL2570;SPC GA W     -   256,197.630   722,784.012   MT  0.99990640   +0 07 45.6
 CL2570;SPC GA W     -   840,541.72  2,371,333.88   sFT  0.99990640   +0 07 45.6
 CL2570;UTM  17      - 3,578,639.076   224,630.105   MT  1.00053521   -1 33 51.4
 CL2570;UTM  16      - 3,579,036.416   789,554.117   MT  1.00063405   +1 38 41.7
 CL2570
 CL2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2570!SPC GA W     -   0.99998597  x   0.99990640  =   0.99989237
 CL2570!UTM  17      -   0.99998597  x   1.00053521  =   1.00052117
 CL2570!UTM  16      -   0.99998597  x   1.00063405  =   1.00062001
 CL2570
 CL2570:                Primary Azimuth Mark                     Grid Az
 CL2570:SPC GA W     -  BV 096 218 AZ MK                         180 08 30.3
 CL2570:UTM  17      -  BV 096 218 AZ MK                         181 50 07.3
 CL2570:UTM  16      -  BV 096 218 AZ MK                         178 37 34.2
 CL2570
 CL2570|---------------------------------------------------------------------|
 CL2570| PID    Reference Object                     Distance      Geod. Az  |
 CL2570|                                                           dddmmss.s |
 CL2570| CY7520 BV 096 218 AZ MK                                   1801615.9 |
 CL2570| CL2571 BV 096 218 GADT 1974 PTA             28.378 METERS 32053     |
 CL2570|---------------------------------------------------------------------|
 CL2570
 CL2570                          SUPERSEDED SURVEY CONTROL
 CL2570
 CL2570  NAD 83(1986)-  32 18 38.69051(N)    083 55 28.93737(W) AD(       ) 2
 CL2570  NAD 27      -  32 18 38.12669(N)    083 55 29.27574(W) AD(       ) 2
 CL2570  NGVD 29 (07/19/86)  116.     (m)          381.     (f) VERT ANG       
 CL2570
 CL2570.Superseded values are not recommended for survey control.
 CL2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2570.See file dsdata.txt to determine how the superseded data were derived.
 CL2570
 CL2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2463078639(NAD 83)
 CL2570_MARKER: DD = SURVEY DISK
 CL2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2570
 CL2570  HISTORY     - Date     Condition        Report By
 CL2570  HISTORY     - 1974     MONUMENTED       GADT
 CL2570
 CL2570                          STATION DESCRIPTION
 CL2570
 CL2570'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2570'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES EAST OF
 CL2570'MONTEZUMA, 7-1/2 MILES NORTH OF BYROMVILLE, AND 15-1/4 MILES
 CL2570'SOUTHWEST OF PERRY, ON COUNTY RIGHT OF WAY.
 CL2570'
 CL2570'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 26
 CL2570'AND 90, LOCATED IN MONTEZUMA, TRAVEL EAST ALONG STATE ROUTE 26 FOR
 CL2570'4.6 MILES TO HORSEHEAD CREEK BRIDGE.  CONTINUE TRAVELING EAST
 CL2570'ALONG STATE ROUTE 26 FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD
 CL2570'92057 TO THE LEFT.  TURN LEFT, TRAVELING NORTH ALONG COUNTY
 CL2570'ROAD 92057 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2570'CONTINUE TRAVELING NORTH ALONG COUNTY ROAD 92057 FOR 0.4 MILE TO
 CL2570'THE JUNCTION OF COUNTY ROAD 128 TO THE RIGHT AND THE
 CL2570'STATION ON THE RIGHT.
 CL2570'
 CL2570'THE STATION IS A STANDARD BRASS DISK STAMPED 096-218, SET IN THE
 CL2570'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2570'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2570'096-218, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 29
 CL2570'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 43 FEET
 CL2570'EAST OF THE CENTERLINE OF COUNTY ROAD 92057, 35 FEET NORTH OF
 CL2570'THE CENTERLINE OF COUNTY ROAD 128, 2.5 FEET EAST OF A WITNESS
 CL2570'POST, AND 46.0 FEET SOUTH OF A 4 INCH BY 4 INCH CONCRETE RIGHT
 CL2570'OF WAY MARKER.
 CL2570'
 CL2570'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-218 AZMK, SET
 CL2570'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2570'THE SURFACE OF THE GROUND.  IT IS LOCATED 40 FEET EAST OF THE
 CL2570'CENTERLINE OF COUNTY ROAD 92057, 60 FEET NORTH OF THE CENTERLINE
 CL2570'OF A DIRT DRIVEWAY TO THE EAST, 1.5 FEET WEST OF A WITNESS POST,
 CL2570'AND 11.0 FEET WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2577 ***********************************************************************
 CL2577  DESIGNATION -  BV 096 219
 CL2577  PID         -  CL2577
 CL2577  STATE/COUNTY-  GA/MACON
 CL2577  USGS QUAD   -  MARSHALLVILLE (1981)
 CL2577
 CL2577                         *CURRENT SURVEY CONTROL
 CL2577  ___________________________________________________________________
 CL2577* NAD 83(1994)-  32 25 24.16993(N)    083 57 21.80924(W)     ADJUSTED  
 CL2577* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 CL2577  ___________________________________________________________________
 CL2577  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CL2577  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CL2577
 CL2577  HORZ ORDER  -  SECOND
 CL2577
 CL2577.The horizontal coordinates were established by classical geodetic methods
 CL2577.and adjusted by the National Geodetic Survey in September 1997..
 CL2577
 CL2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2577
 CL2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2577
 CL2577.The geoid height was determined by GEOID03.
 CL2577
 CL2577;                    North         East     Units Scale Factor Converg.
 CL2577;SPC GA W     -   268,680.575   719,807.110   MT  0.99990484   +0 06 46.5
 CL2577;SPC GA W     -   881,496.19  2,361,567.16   sFT  0.99990484   +0 06 46.5
 CL2577;UTM  17      - 3,591,212.693   222,022.349   MT  1.00055299   -1 35 09.5
 CL2577;UTM  16      - 3,591,445.010   786,245.220   MT  1.00061053   +1 37 59.5
 CL2577
 CL2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2577!SPC GA W     -   0.99998217  x   0.99990484  =   0.99988701
 CL2577!UTM  17      -   0.99998217  x   1.00055299  =   1.00053515
 CL2577!UTM  16      -   0.99998217  x   1.00061053  =   1.00059269
 CL2577
 CL2577|---------------------------------------------------------------------|
 CL2577| PID    Reference Object                     Distance      Geod. Az  |
 CL2577|                                                           dddmmss.s |
 CL2577| CL2578 BV 096 219 GADT 1974 PTA             18.233 METERS 06511     |
 CL2577| CY7521 BV 096 219 AZ MK                                   2870902.1 |
 CL2577|---------------------------------------------------------------------|
 CL2577
 CL2577                          SUPERSEDED SURVEY CONTROL
 CL2577
 CL2577  NAD 83(1986)-  32 25 24.17440(N)    083 57 21.80822(W) AD(       ) 2
 CL2577  NAD 27      -  32 25 23.62633(N)    083 57 22.14286(W) AD(       ) 2
 CL2577  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 CL2577
 CL2577.Superseded values are not recommended for survey control.
 CL2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2577.See file dsdata.txt to determine how the superseded data were derived.
 CL2577
 CL2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2202291213(NAD 83)
 CL2577_MARKER: DD = SURVEY DISK
 CL2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2577
 CL2577  HISTORY     - Date     Condition        Report By
 CL2577  HISTORY     - 1974     MONUMENTED       GADT
 CL2577
 CL2577                          STATION DESCRIPTION
 CL2577
 CL2577'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2577'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH OF
 CL2577'MARSHALLVILLE, 9-1/2 MILES NORTH-NORTHEAST OF MONTEZUMA, AND
 CL2577'12 MILES EAST OF PERRY ON THE PROPERTY OF MR. ALTON RAY MANGER,
 CL2577'ROUTE 1, MARSHALLVILLE, PHONE 969-2454.
 CL2577'
 CL2577'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 49
 CL2577'AND 127 IN MARSHALLVILLE, TRAVEL WEST ALONG STATE ROUTE 49 FOR
 CL2577'0.45 MILE TO THE JUNCTION OF COUNTY ROAD 81 (MC CASKILL STREET)
 CL2577'TO THE LEFT.  TURN LEFT, TRAVELING SOUTH ALONG COUNTY ROAD 81
 CL2577'FOR 2.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 CL2577'SOUTH ALONG COUNTY ROAD 81 FOR 0.65 MILE TO ITS TERMINATION
 CL2577'AT THE INTERSECTION OF DIRT COUNTY ROAD 38 CROSSING.  TURN LEFT
 CL2577'ON COUNTY ROAD 38, GOING EAST FOR 0.4 MILE TO A DIRT FIELD
 CL2577'ROAD TO THE LEFT AT A RAILROAD CROSSING.  TURN LEFT, TRAVELING
 CL2577'NORTH ALONG THE FIELD ROAD PARALLEL TO THE WEST SIDE OF THE
 CL2577'RAILROAD TRACKS FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 CL2577'
 CL2577'THE STATION IS A STANDARD BRASS DISK STAMPED 096-219, SET IN THE
 CL2577'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2577'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2577'STAMPED 096-219, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2577'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2577'LOCATED 8.5 FEET EAST OF THE CENTERLINE OF THE FIELD ROAD,
 CL2577'8.2 FEET SOUTH OF A TELEPHONE POLE, 2.3 FEET WEST OF A WITNESS
 CL2577'POST, AND 32.0 FEET WEST OF THE CENTERLINE OF THE RAILROAD
 CL2577'TRACKS.
 CL2577'
 CL2577'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-219 AZMK, SET IN
 CL2577'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2577'SURFACE OF THE GROUND.  IT IS LOCATED 40 FEET EAST OF THE
 CL2577'CENTERLINE OF COUNTY ROAD 38, 1.0 FOOT SOUTHEAST OF A WITNESS
 CL2577'POST, 19.4 FEET SOUTHWEST OF A POWER POLE ON A FENCELINE
 CL2577'PARALLEL WITH THE ROAD, 1.3 FEET SOUTHEAST OF A GUY POLE, AND
 CL2577'204 FEET SOUTH OF THE JUNCTION OF THE FENCELINE AND A FENCELINE
 CL2577'TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2573 ***********************************************************************
 CL2573  DESIGNATION -  BV 096 220
 CL2573  PID         -  CL2573
 CL2573  STATE/COUNTY-  GA/MACON
 CL2573  USGS QUAD   -  MARSHALLVILLE SW (1972)
 CL2573
 CL2573                         *CURRENT SURVEY CONTROL
 CL2573  ___________________________________________________________________
 CL2573* NAD 83(1994)-  32 19 52.77367(N)    083 53 08.75008(W)     ADJUSTED  
 CL2573* NAVD 88     -       115.     (meters)     377.     (feet)  VERTCON   
 CL2573  ___________________________________________________________________
 CL2573  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CL2573  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CL2573
 CL2573  HORZ ORDER  -  SECOND
 CL2573
 CL2573.The horizontal coordinates were established by classical geodetic methods
 CL2573.and adjusted by the National Geodetic Survey in September 1997..
 CL2573
 CL2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2573
 CL2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2573
 CL2573.The geoid height was determined by GEOID03.
 CL2573
 CL2573;                    North         East     Units Scale Factor Converg.
 CL2573;SPC GA W     -   258,488.506   726,444.891   MT  0.99990862   +0 09 00.8
 CL2573;SPC GA W     -   848,057.71  2,383,344.61   sFT  0.99990862   +0 09 00.8
 CL2573;UTM  17      - 3,580,822.066   228,359.401   MT  1.00051004   -1 32 39.5
 CL2573
 CL2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2573!SPC GA W     -   0.99998612  x   0.99990862  =   0.99989474
 CL2573!UTM  17      -   0.99998612  x   1.00051004  =   1.00049616
 CL2573
 CL2573|---------------------------------------------------------------------|
 CL2573| PID    Reference Object                     Distance      Geod. Az  |
 CL2573|                                                           dddmmss.s |
 CL2573| CL2572 BV 096 220 GADT 1974 PTA             26.770 METERS 26012     |
 CL2573| CY7522 BV 096 220 AZ MK                                   3534120.9 |
 CL2573|---------------------------------------------------------------------|
 CL2573
 CL2573                          SUPERSEDED SURVEY CONTROL
 CL2573
 CL2573  NAD 83(1986)-  32 19 52.77788(N)    083 53 08.74908(W) AD(       ) 2
 CL2573  NAD 27      -  32 19 52.21560(N)    083 53 09.09086(W) AD(       ) 2
 CL2573  NGVD 29 (07/19/86)  115.     (m)          377.     (f) VERT ANG       
 CL2573
 CL2573.Superseded values are not recommended for survey control.
 CL2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2573.See file dsdata.txt to determine how the superseded data were derived.
 CL2573
 CL2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2835980822(NAD 83)
 CL2573_MARKER: DD = SURVEY DISK
 CL2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2573
 CL2573  HISTORY     - Date     Condition        Report By
 CL2573  HISTORY     - 1974     MONUMENTED       GADT
 CL2573
 CL2573                          STATION DESCRIPTION
 CL2573
 CL2573'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2573'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES EAST OF
 CL2573'MONTEZUMA, 9 MILES NORTH OF BYROMVILLE, AND 12-3/4 MILES
 CL2573'SOUTHWEST OF PERRY, ON THE PROPERTY OF DR. TOM M. ADAMS, MONTEZUMA.
 CL2573'
 CL2573'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 26 AND
 CL2573'90, LOCATED IN SOUTHEAST MONTEZUMA, TRAVEL EAST ALONG STATE
 CL2573'ROUTE 26 FOR 4.6 MILES TO HORSEHEAD CREEK BRIDGE.  CONTINUE
 CL2573'TRAVELING EAST FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD 92057
 CL2573'TO THE LEFT.  CONTINUE TRAVELING EASTERLY ALONG STATE ROUTE 26 FOR
 CL2573'3.2 MILES TO THE TRAVELING EASTERLY ALONG STATE ROUTE 26 FOR 3.2
 CL2573'MILES TO THE JUNCTION OF COUNTY ROAD 133 TO THE LEFT.  TURN LEFT,
 CL2573'TRAVELING NORTH ALONG COUNTY ROAD 133 FOR 1.0 MILE TO THE
 CL2573'STATION ON THE RIGHT.
 CL2573'
 CL2573'THE STATION IS A STANDARD BRASS DISK STAMPED 096-220, SET IN THE
 CL2573'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2573'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2573'STAMPED 096-220, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2573'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2573'LOCATED 151.0 FEET EAST OF THE CENTERLINE OF THE ROADWAY, 4.5
 CL2573'FEET NORTH OF A WITNESS POST, 6.0 FEET NORTHEAST OF A
 CL2573'CHINABERRY TREE, 33.0 FEET SOUTH-SOUTHWEST OF A TWIN CHINABERRY
 CL2573'TREE, AND 137.0 FEET EAST OF A FENCELINE PARALLEL WITH
 CL2573'THE ROAD.
 CL2573'
 CL2573'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CL2573'NORTH ALONG COUNTY ROAD 133 FOR 0.2 MILE TO THE MARK ON THE
 CL2573'RIGHT.  IT IS A STANDARD DISK STAMPED 096-220 AZMK, SET IN THE
 CL2573'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2573'OF THE GROUND.  IT IS LOCATED 40.0 FEET EAST OF THE CENTERLINE
 CL2573'OF THE ROAD, 3.5 FEET SOUTH OF A WITNESS POST, 4.0 FEET SOUTH
 CL2573'OF AN EAST-WEST FENCELINE, 22.0 FEET EAST OF ANOTHER FENCELINE
 CL2573'PARALLEL WITH THE ROAD, AND 51.0 FEET NORTH OF A 20 INCH
 CL2573'CATALPA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2583 ***********************************************************************
 CL2583  DESIGNATION -  BV 096 221
 CL2583  PID         -  CL2583
 CL2583  STATE/COUNTY-  GA/MACON
 CL2583  USGS QUAD   -  MARSHALLVILLE (1981)
 CL2583
 CL2583                         *CURRENT SURVEY CONTROL
 CL2583  ___________________________________________________________________
 CL2583* NAD 83(1994)-  32 29 24.31462(N)    083 57 14.32789(W)     ADJUSTED  
 CL2583* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 CL2583  ___________________________________________________________________
 CL2583  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CL2583  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CL2583
 CL2583  HORZ ORDER  -  SECOND
 CL2583
 CL2583.The horizontal coordinates were established by classical geodetic methods
 CL2583.and adjusted by the National Geodetic Survey in September 1997..
 CL2583
 CL2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2583
 CL2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2583
 CL2583.The geoid height was determined by GEOID03.
 CL2583
 CL2583;                    North         East     Units Scale Factor Converg.
 CL2583;SPC GA W     -   276,077.690   719,987.820   MT  0.99990492   +0 06 51.3
 CL2583;SPC GA W     -   905,764.89  2,362,160.04   sFT  0.99990492   +0 06 51.3
 CL2583;UTM  17      - 3,598,605.967   222,422.740   MT  1.00055023   -1 35 15.9
 CL2583;UTM  16      - 3,598,849.537   786,229.426   MT  1.00061040   +1 38 14.3
 CL2583
 CL2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2583!SPC GA W     -   0.99998013  x   0.99990492  =   0.99988505
 CL2583!UTM  17      -   0.99998013  x   1.00055023  =   1.00053035
 CL2583!UTM  16      -   0.99998013  x   1.00061040  =   1.00059051
 CL2583
 CL2583:                Primary Azimuth Mark                     Grid Az
 CL2583:SPC GA W     -  BV 096 221 AZ MK                         019 48 03.7
 CL2583:UTM  17      -  BV 096 221 AZ MK                         021 30 10.9
 CL2583:UTM  16      -  BV 096 221 AZ MK                         018 16 40.7
 CL2583
 CL2583|---------------------------------------------------------------------|
 CL2583| PID    Reference Object                     Distance      Geod. Az  |
 CL2583|                                                           dddmmss.s |
 CL2583| CY7523 BV 096 221 AZ MK                                   0195455.0 |
 CL2583| CL2584 BV 096 221 GADT 1974 PTA             16.886 METERS 07422     |
 CL2583|---------------------------------------------------------------------|
 CL2583
 CL2583                          SUPERSEDED SURVEY CONTROL
 CL2583
 CL2583  NAD 83(1986)-  32 29 24.31924(N)    083 57 14.32669(W) AD(       ) 2
 CL2583  NAD 27      -  32 29 23.78034(N)    083 57 14.65867(W) AD(       ) 2
 CL2583  NGVD 29 (07/19/86)  153.     (m)          502.     (f) VERT ANG       
 CL2583
 CL2583.Superseded values are not recommended for survey control.
 CL2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2583.See file dsdata.txt to determine how the superseded data were derived.
 CL2583
 CL2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2242398606(NAD 83)
 CL2583_MARKER: DD = SURVEY DISK
 CL2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2583
 CL2583  HISTORY     - Date     Condition        Report By
 CL2583  HISTORY     - 1974     MONUMENTED       GADT
 CL2583
 CL2583                          STATION DESCRIPTION
 CL2583
 CL2583'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2583'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH-NORTHWEST
 CL2583'OF MARSHALLVILLE, 5-1/2 MILES SOUTHWEST OF FORT VALLEY, AND
 CL2583'13-1/4 MILES WEST-NORTHWEST OF PERRY ON COUNTY RIGHT OF WAY.
 CL2583'
 CL2583'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 127
 CL2583'AND 49, LOCATED IN MARSHALLVILLE, TRAVEL NORTH ALONG STATE
 CL2583'ROUTE 49 FOR 0.35 MILE TO THE JUNCTION OF COUNTY ROAD 232 TO
 CL2583'THE LEFT.  TURN LEFT, TRAVELING NORTHERLY FOR 2.3 MILES TO THE
 CL2583'JUNCTION OF COUNTY ROAD 127 TO THE LEFT.  TURN LEFT, TRAVELING
 CL2583'WESTERLY ALONG COUNTY ROAD 127 FOR 0.1 MILE TO THE STATION ON
 CL2583'THE RIGHT.
 CL2583'
 CL2583'THE STATION IS A STANDARD BRASS DISK STAMPED 096-221, SET IN THE
 CL2583'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2583'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2583'STAMPED 096-221, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2583'APPROXIMATELY 29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2583'LOCATED 14.0 FEET NORTH OF THE CENTERLINE OF THE ROADWAY,
 CL2583'13.5 FEET SOUTH OF A WITNESS POST, 53.5 FEET NORTHEAST OF A 26
 CL2583'INCH PECAN TREE ON THE SOUTH SIDE OF THE ROAD, 65.0 FEET
 CL2583'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE ON THE
 CL2583'SOUTH SIDE OF THE ROAD, 79.0 FEET NORTHWEST OF A 24 INCH PECAN
 CL2583'TREE ON THE SOUTH SIDE OF THE ROAD, AND 79.5 FEET
 CL2583'EAST-SOUTHEAST OF A POWER POLE.
 CL2583'
 CL2583'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY ROAD
 CL2583'127 AND COUNTY ROAD 232, TRAVEL NORTH ALONG COUNTY ROAD 232 FOR
 CL2583'0.25 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK
 CL2583'STAMPED 096-221 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2583'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CL2583'LOCATED 29.0 FEET EAST OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET
 CL2583'WEST OF A WITNESS POST, 4.0 FEET WEST OF A POWER POLE, 71.0
 CL2583'FEET NORTHWEST OF THE INTERSECTION OF TWO FENCELINES, AND
 CL2583'111.0 FEET NORTHEAST OF ANOTHER INTERSECTION OF TWO FENCELINES
 CL2583'ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2582 ***********************************************************************
 CL2582  DESIGNATION -  BV 096 222
 CL2582  PID         -  CL2582
 CL2582  STATE/COUNTY-  GA/MACON
 CL2582  USGS QUAD   -  MARSHALLVILLE (1981)
 CL2582
 CL2582                         *CURRENT SURVEY CONTROL
 CL2582  ___________________________________________________________________
 CL2582* NAD 83(1994)-  32 28 32.34866(N)    083 53 26.45119(W)     ADJUSTED  
 CL2582* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 CL2582  ___________________________________________________________________
 CL2582  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CL2582  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CL2582
 CL2582  HORZ ORDER  -  SECOND
 CL2582
 CL2582.The horizontal coordinates were established by classical geodetic methods
 CL2582.and adjusted by the National Geodetic Survey in September 1997..
 CL2582
 CL2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2582
 CL2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2582
 CL2582.The geoid height was determined by GEOID03.
 CL2582
 CL2582;                    North         East     Units Scale Factor Converg.
 CL2582;SPC GA W     -   274,490.697   725,940.684   MT  0.99990830   +0 08 53.5
 CL2582;SPC GA W     -   900,558.23  2,381,690.39   sFT  0.99990830   +0 08 53.5
 CL2582;UTM  17      - 3,596,841.805   228,329.535   MT  1.00051022   -1 33 11.1
 CL2582
 CL2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2582!SPC GA W     -   0.99998218  x   0.99990830  =   0.99989048
 CL2582!UTM  17      -   0.99998218  x   1.00051022  =   1.00049239
 CL2582
 CL2582:                Primary Azimuth Mark                     Grid Az
 CL2582:SPC GA W     -  BV 096 222 AZ MK                         130 53 41.4
 CL2582:UTM  17      -  BV 096 222 AZ MK                         132 35 46.0
 CL2582
 CL2582|---------------------------------------------------------------------|
 CL2582| PID    Reference Object                     Distance      Geod. Az  |
 CL2582|                                                           dddmmss.s |
 CL2582| CY7524 BV 096 222 AZ MK                                   1310234.9 |
 CL2582| CL2581 BV 096 222 GADT 1974 PTA             27.279 METERS 18649     |
 CL2582|---------------------------------------------------------------------|
 CL2582
 CL2582                          SUPERSEDED SURVEY CONTROL
 CL2582
 CL2582  NAD 83(1986)-  32 28 32.35303(N)    083 53 26.44998(W) AD(       ) 2
 CL2582  NAD 27      -  32 28 31.80991(N)    083 53 26.78693(W) AD(       ) 2
 CL2582  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 CL2582
 CL2582.Superseded values are not recommended for survey control.
 CL2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2582.See file dsdata.txt to determine how the superseded data were derived.
 CL2582
 CL2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2833096842(NAD 83)
 CL2582_MARKER: DD = SURVEY DISK
 CL2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2582
 CL2582  HISTORY     - Date     Condition        Report By
 CL2582  HISTORY     - 1974     MONUMENTED       GADT
 CL2582
 CL2582                          STATION DESCRIPTION
 CL2582
 CL2582'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2582'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHEAST OF
 CL2582'MARSHALLVILLE, 5-1/2 MILES SOUTH OF FORT VALLEY, AND 9 MILES
 CL2582'WEST OF PERRY ON THE PROPERTY OF MR. S. R. GRICE, MARSHALLVILLE.
 CL2582'
 CL2582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341
 CL2582'AND STATE ROUTE 49 IN FORT VALLEY, TRAVEL SOUTH ALONG U.S. HIGHWAY
 CL2582'341 FOR 2.75 MILES TO THE JUNCTION OF CAMP JOHN HOPE ROAD
 CL2582'(PEACH COUNTY ROAD 91511) ON THE RIGHT.  TURN RIGHT ON CAMP JOHN
 CL2582'HOPE ROAD, TRAVELING SOUTHEAST FOR 3.0 MILES TO THE BIG INDIAN
 CL2582'CREEK BRIDGE (PEACH-MACON COUNTY LINE).  CONTINUE SOUTHEAST FOR 0.4
 CL2582'MILE ALONG MACON COUNTY ROAD 91511 TO THE JUNCTION OF COUNTY
 CL2582'ROAD 91511 TO THE RIGHT AND COUNTY ROAD 114 AHEAD.  TURN
 CL2582'RIGHT, CONTINUING ALONG COUNTY ROAD 91511 WESTERLY FOR 1.15
 CL2582'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR
 CL2582'0.25 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 113 CROSSING.
 CL2582'TURN RIGHT, GOING NORTH ALONG COUNTY ROAD 113 FOR 0.2 MILE
 CL2582'TO THE STATION ON THE RIGHT.
 CL2582'
 CL2582'THE STATION IS A STANDARD BRASS DISK STAMPED 096-222, SET IN
 CL2582'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2582'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CL2582'DISK STAMPED 096-222, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2582'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2582'LOCATED 49 FEET WEST OF COUNTY ROAD 113, 147 FEET SOUTHEAST OF
 CL2582'A POWER POLE ON THE WEST SIDE OF THE ROAD, 5 FEET SOUTH OF A
 CL2582'WITNESS POST SET AT A 5 INCH SUGARBERRY TREE, 23 FEET
 CL2582'SOUTHWEST OF AN 18 INCH PECAN TREE, AND 52.5 FEET
 CL2582'WEST-SOUTHWEST OF AN 18 INCH PECAN TREE.
 CL2582'
 CL2582'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 096-222 AZMK, SET
 CL2582'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2582'SURFACE OF THE GROUND.  IT IS LOCATED 36 FEET NORTH OF THE
 CL2582'CENTERLINE OF COUNTY ROAD 91511, 90 FEET NORTHWEST OF A 15 INCH
 CL2582'PECAN TREE ON THE SOUTH SIDE OF THE ROAD, 70 FEET NORTHEAST OF
 CL2582'A 15 INCH PECAN TREE ON THE SOUTH SIDE OF THE ROAD, 13.5 FEET
 CL2582'NORTHWEST OF A POWER POLE, AND 3 FEET SOUTH OF A WITNESS POST
 CL2582'SET ON A FENCELINE PARALLEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1580 ***********************************************************************
 ED1580  DESIGNATION -  BV 097 200
 ED1580  PID         -  ED1580
 ED1580  STATE/COUNTY-  GA/MADISON
 ED1580  USGS QUAD   -  HULL (1981)
 ED1580
 ED1580                         *CURRENT SURVEY CONTROL
 ED1580  ___________________________________________________________________
 ED1580* NAD 83(1994)-  34 04 36.60251(N)    083 21 43.51979(W)     ADJUSTED  
 ED1580* NAVD 88     -       251.     (meters)     823.     (feet)  VERTCON   
 ED1580  ___________________________________________________________________
 ED1580  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 ED1580  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 ED1580
 ED1580  HORZ ORDER  -  SECOND
 ED1580
 ED1580.The horizontal coordinates were established by classical geodetic methods
 ED1580.and adjusted by the National Geodetic Survey in September 1997..
 ED1580
 ED1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1580
 ED1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1580
 ED1580.The geoid height was determined by GEOID03.
 ED1580
 ED1580;                    North         East     Units Scale Factor Converg.
 ED1580;SPC GA E     -   452,670.459    89,668.742   MT  1.00005001   -0 40 11.5
 ED1580;SPC GA E     - 1,485,136.33    294,188.20   sFT  1.00005001   -0 40 11.5
 ED1580;UTM  17      - 3,773,193.448   282,039.649   MT  1.00018565   -1 19 26.4
 ED1580
 ED1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1580!SPC GA E     -   0.99996522  x   1.00005001  =   1.00001522
 ED1580!UTM  17      -   0.99996522  x   1.00018565  =   1.00015086
 ED1580
 ED1580:                Primary Azimuth Mark                     Grid Az
 ED1580:SPC GA E     -  FARMER                                   208 02 08.4
 ED1580:UTM  17      -  FARMER                                   208 41 23.3
 ED1580
 ED1580|---------------------------------------------------------------------|
 ED1580| PID    Reference Object                     Distance      Geod. Az  |
 ED1580|                                                           dddmmss.s |
 ED1580| ED1583 FARMER                              APPROX. 7.1 KM 2072156.9 |
 ED1580| ED2858 BV 097 200 AZ MK                                   2384820.5 |
 ED1580| ED1581 BV 097 200 GADT 1975 PTA             27.371 METERS 24859     |
 ED1580|---------------------------------------------------------------------|
 ED1580
 ED1580                          SUPERSEDED SURVEY CONTROL
 ED1580
 ED1580  NAD 83(1986)-  34 04 36.60948(N)    083 21 43.51898(W) AD(       ) 2
 ED1580  NAD 27      -  34 04 36.20681(N)    083 21 43.95313(W) AD(       ) 2
 ED1580  NGVD 29 (07/19/86)  251.     (m)          823.     (f) VERT ANG       
 ED1580
 ED1580.Superseded values are not recommended for survey control.
 ED1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1580.See file dsdata.txt to determine how the superseded data were derived.
 ED1580
 ED1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8204073193(NAD 83)
 ED1580_MARKER: DD = SURVEY DISK
 ED1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1580
 ED1580  HISTORY     - Date     Condition        Report By
 ED1580  HISTORY     - 1975     MONUMENTED       GADT
 ED1580
 ED1580                          STATION DESCRIPTION
 ED1580
 ED1580'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1580'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST-NORTHEAST
 ED1580'OF CENTER, 4-3/4 MILES EAST-SOUTHEAST OF NICHOLSON, AND 7-3/4
 ED1580'MILES SOUTH-SOUTHWEST OF ILA ON COUNTY RIGHT OF WAY.
 ED1580'
 ED1580'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 335 AND
 ED1580'U.S. HIGHWAY 441 (STATE ROUTE 15 ALT) IN NICHOLSON, GO SOUTH ALONG
 ED1580'U.S. HIGHWAY 441 FOR 2.25 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1580'90990 CROSSING.  TURN LEFT, GOING EAST ALONG COUNTY ROAD 90990
 ED1580'FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE 334 CROSSING.
 ED1580'CONTINUE EAST ALONG COUNTY ROAD 90990 FOR 1.45 MILES TO THE AZIMUTH
 ED1580'MARK ON THE RIGHT.  CONTINUE EAST ALONG COUNTY ROAD 90990 FOR
 ED1580'0.15 MILE TO THE STATION ON THE RIGHT.
 ED1580'
 ED1580'THE STATION IS LOCATED 27 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1580'COUNTY ROAD 90990, 95.0 FEET EAST-SOUTHEAST OF A POWER POLE ON
 ED1580'THE NORTHWEST SIDE OF THE ROAD, 9.0 FEET SOUTHWEST OF THE SOUTHWEST
 ED1580'END OF A 15 INCH DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTHEAST,
 ED1580'AND 5.5 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1580'DISK STAMPED 097-200, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1580'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1580'UNDERGROUND STATION IS A STANDARD DISK STAMPED 097-200, SET IN
 ED1580'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 ED1580'METER BELOW THE SURFACE OF THE GROUND.
 ED1580'
 ED1580'THE AZIMUTH MARK IS LOCATED 25 FEET SOUTH OF THE CENTERLINE OF
 ED1580'COUNTY ROAD 90990, 62.0 FEET SOUTHEAST OF A 20 INCH OAK TREE ON
 ED1580'THE NORTHWEST SIDE OF THE ROAD, 78.0 FEET SOUTH-SOUTHWEST OF 6
 ED1580'INCH TWIN MAPLE TREES ON THE NORTHWEST SIDE OF THE ROAD, 18.0
 ED1580'FEET NORTHEAST OF A POWER POLE, AND 1.5 FEET NORTH OF A WITNESS
 ED1580'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED 097-200
 ED1580'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1580'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1576 ***********************************************************************
 ED1576  DESIGNATION -  BV 097 201
 ED1576  PID         -  ED1576
 ED1576  STATE/COUNTY-  GA/MADISON
 ED1576  USGS QUAD   -  HULL (1981)
 ED1576
 ED1576                         *CURRENT SURVEY CONTROL
 ED1576  ___________________________________________________________________
 ED1576* NAD 83(1994)-  34 04 13.83975(N)    083 18 10.75351(W)     ADJUSTED  
 ED1576* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 ED1576  ___________________________________________________________________
 ED1576  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 ED1576  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 ED1576
 ED1576  HORZ ORDER  -  SECOND
 ED1576
 ED1576.The horizontal coordinates were established by classical geodetic methods
 ED1576.and adjusted by the National Geodetic Survey in September 1997..
 ED1576
 ED1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1576
 ED1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1576
 ED1576.The geoid height was determined by GEOID03.
 ED1576
 ED1576;                    North         East     Units Scale Factor Converg.
 ED1576;SPC GA E     -   451,906.904    95,116.008   MT  1.00003556   -0 38 11.9
 ED1576;SPC GA E     - 1,482,631.23    312,059.77   sFT  1.00003556   -0 38 11.9
 ED1576;UTM  17      - 3,772,367.654   287,478.542   MT  1.00015679   -1 17 26.3
 ED1576
 ED1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1576!SPC GA E     -   0.99996395  x   1.00003556  =   0.99999951
 ED1576!UTM  17      -   0.99996395  x   1.00015679  =   1.00012074
 ED1576
 ED1576:                Primary Azimuth Mark                     Grid Az
 ED1576:SPC GA E     -  BV 097 201 AZ MK                         117 47 19.1
 ED1576:UTM  17      -  BV 097 201 AZ MK                         118 26 33.5
 ED1576
 ED1576|---------------------------------------------------------------------|
 ED1576| PID    Reference Object                     Distance      Geod. Az  |
 ED1576|                                                           dddmmss.s |
 ED1576| ED2859 BV 097 201 AZ MK                                   1170907.2 |
 ED1576| ED1575 BV 097 201 GADT 1975 PTA             21.523 METERS 14249     |
 ED1576|---------------------------------------------------------------------|
 ED1576
 ED1576                          SUPERSEDED SURVEY CONTROL
 ED1576
 ED1576  NAD 83(1986)-  34 04 13.84675(N)    083 18 10.75266(W) AD(       ) 2
 ED1576  NAD 27      -  34 04 13.44384(N)    083 18 11.19547(W) AD(       ) 2
 ED1576  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 ED1576
 ED1576.Superseded values are not recommended for survey control.
 ED1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1576.See file dsdata.txt to determine how the superseded data were derived.
 ED1576
 ED1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8747972368(NAD 83)
 ED1576_MARKER: DD = SURVEY DISK
 ED1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1576
 ED1576  HISTORY     - Date     Condition        Report By
 ED1576  HISTORY     - 1975     MONUMENTED       GADT
 ED1576
 ED1576                          STATION DESCRIPTION
 ED1576
 ED1576'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1576'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTH OF HULL, 5-3/4
 ED1576'MILES WEST-NORTHWEST OF COLBERT, AND 6 MILES SOUTHWEST OF
 ED1576'DANIELSVILLE ON COUNTY RIGHT OF WAY.
 ED1576'
 ED1576'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 106 AND
 ED1576'106 SPUR, APPROXIMATELY 2 MILES NORTHWEST OF HULL, GO NORTH ALONG
 ED1576'STATE ROUTE 106 FOR 3.75 MILES TO THE JUNCTION OF NEESE ROAD TO
 ED1576'THE RIGHT AND PLANTER ROAD TO THE LEFT (COUNTY ROAD 92341)
 ED1576'CROSSING AT THE COMMUNITY OF NEESE.  TURN RIGHT, GOING
 ED1576'SOUTHEASTERLY ALONG NEESE ROAD FOR 0.9 MILE TO THE STATION
 ED1576'ON THE LEFT.
 ED1576'
 ED1576'THE STATION IS LOCATED 30 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ED1576'OF NEESE ROAD, 29.0 FEET WEST-NORTHWEST OF AN 8 INCH PINE TREE,
 ED1576'29.0 FEET WEST-SOUTHWEST OF AN 8 INCH PINE TREE, 11.0 FEET
 ED1576'SOUTHEAST OF A 10 INCH OAK TREE, AND 4.0 FEET SOUTH-SOUTHWEST OF
 ED1576'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 097-201, SET
 ED1576'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 ED1576'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1576'STANDARD DISK STAMPED 097-201, SET IN THE TOP OF AN IRREGULAR
 ED1576'MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE
 ED1576'OF THE GROUND.
 ED1576'
 ED1576'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 ED1576'ALONG NEESE ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT IS
 ED1576'LOCATED 22 FEET NORTH-NORTHEAST OF THE CENTERLINE OF NEESE ROAD,
 ED1576'36 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 ED1576'A DRIVEWAY SOUTHWEST TO THE B.W. SCARBOROUGH RESIDENCE AND
 ED1576'NEESE ROAD, 56.0 FEET WEST OF A TELEPHONE POLE, AND 2.5 FEET
 ED1576'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED1576'STANDARD DISK STAMPED 097-201 AZMK, SET IN THE TOP OF A 10
 ED1576'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1576'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1547 ***********************************************************************
 ED1547  DESIGNATION -  BV 097 202
 ED1547  PID         -  ED1547
 ED1547  STATE/COUNTY-  GA/MADISON
 ED1547  USGS QUAD   -  DANIELSVILLE SOUTH (1972)
 ED1547
 ED1547                         *CURRENT SURVEY CONTROL
 ED1547  ___________________________________________________________________
 ED1547* NAD 83(1994)-  34 07 04.83511(N)    083 14 56.98451(W)     ADJUSTED  
 ED1547* NAVD 88     -       254.6    (meters)     835.     (feet)  VERTCON   
 ED1547  ___________________________________________________________________
 ED1547  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 ED1547  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ED1547
 ED1547  HORZ ORDER  -  FIRST
 ED1547
 ED1547.The horizontal coordinates were established by classical geodetic methods
 ED1547.and adjusted by the National Geodetic Survey in September 1997..
 ED1547
 ED1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1547
 ED1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1547
 ED1547.The geoid height was determined by GEOID03.
 ED1547
 ED1547;                    North         East     Units Scale Factor Converg.
 ED1547;SPC GA E     -   457,121.581   100,140.138   MT  1.00002289   -0 36 26.0
 ED1547;SPC GA E     - 1,499,739.72    328,543.10   sFT  1.00002289   -0 36 26.0
 ED1547;UTM  17      - 3,777,525.200   292,562.483   MT  1.00013046   -1 15 43.2
 ED1547
 ED1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1547!SPC GA E     -   0.99996465  x   1.00002289  =   0.99998754
 ED1547!UTM  17      -   0.99996465  x   1.00013046  =   1.00009511
 ED1547
 ED1547:                Primary Azimuth Mark                     Grid Az
 ED1547:SPC GA E     -  BV 097 202 AZ MK                         126 56 38.5
 ED1547:UTM  17      -  BV 097 202 AZ MK                         127 35 55.7
 ED1547
 ED1547|---------------------------------------------------------------------|
 ED1547| PID    Reference Object                     Distance      Geod. Az  |
 ED1547|                                                           dddmmss.s |
 ED1547| ED2860 BV 097 202 AZ MK                                   1262012.5 |
 ED1547| ED1574 DANIELSVILLE FAA MICROWAVE          APPROX. 0.6 KM 3155511.9 |
 ED1547|---------------------------------------------------------------------|
 ED1547
 ED1547                          SUPERSEDED SURVEY CONTROL
 ED1547
 ED1547  NAD 83(1986)-  34 07 04.84259(N)    083 14 56.98343(W) AD(       ) 1
 ED1547  NAD 27      -  34 07 04.44373(N)    083 14 57.43781(W) AD(       ) 1
 ED1547  NGVD 29 (07/19/86)  254.7    (m)          836.     (f) VERT ANG       
 ED1547
 ED1547.Superseded values are not recommended for survey control.
 ED1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1547.See file dsdata.txt to determine how the superseded data were derived.
 ED1547
 ED1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9256277525(NAD 83)
 ED1547_MARKER: DD = SURVEY DISK
 ED1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1547
 ED1547  HISTORY     - Date     Condition        Report By
 ED1547  HISTORY     - 1975     MONUMENTED       GADT
 ED1547
 ED1547                          STATION DESCRIPTION
 ED1547
 ED1547'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1547'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST-SOUTHWEST
 ED1547'OF DANIELSVILLE, 4-1/2 MILES SOUTHEAST OF ILA, AND 6 MILES
 ED1547'NORTH-NORTHWEST OF COLBERT ON COUNTY RIGHT OF WAY.
 ED1547'
 ED1547'TO REACH THE STATION FROM THE COURTHOUSE IN DANIELSVILLE, GO
 ED1547'SOUTHWESTERLY ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 2.15 MILES
 ED1547'TO THE JUNCTION OF DAVIS KIMSEY ROAD (COUNTY ROAD 215) TO THE
 ED1547'RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG DAVIS KIMSEY ROAD
 ED1547'FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 ED1547'NORTHWESTERLY ALONG DAVIS KIMSEY ROAD FOR 0.1 MILE TO THE
 ED1547'STATION ON THE LEFT.
 ED1547'
 ED1547'THE STATION IS LOCATED 38 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1547'DAVIS KIMSEY ROAD, 66.0 FEET SOUTHEAST OF A POWER POLE, 68.0
 ED1547'FEET EAST OF A 10 INCH PINE TREE, 76.0 FEET NORTH OF ANOTHER 10
 ED1547'INCH PINE TREE, AND 1.0 FOOT NORTHEAST OF A WITNESS POST SET AT
 ED1547'A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 097-202, SET
 ED1547'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1547'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1547'STANDARD DISK STAMPED 097-202, SET IN AN IRREGULAR MASS OF
 ED1547'CONCRETE APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1547'
 ED1547'THE AZIMUTH MARK IS LOCATED 32 FEET SOUTH OF THE CENTERLINE OF
 ED1547'DAVIS KIMSEY ROAD, 29.0 FEET EAST-NORTHEAST OF THE CENTER PULL
 ED1547'POST OF A FENCELINE BRACE, 58.0 FEET WEST-NORTHWEST OF THE
 ED1547'WESTERNMOST PULL POST OF ANOTHER BRACE IN THE FENCELINE, AND 2.2
 ED1547'FEET NORTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 ED1547'STANDARD DISK STAMPED 097-202 AZMK, SET IN THE TOP OF A 10 INCH
 ED1547'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1539 ***********************************************************************
 ED1539  DESIGNATION -  BV 097 203
 ED1539  PID         -  ED1539
 ED1539  STATE/COUNTY-  GA/MADISON
 ED1539  USGS QUAD   -  DANIELSVILLE SOUTH (1972)
 ED1539
 ED1539                         *CURRENT SURVEY CONTROL
 ED1539  ___________________________________________________________________
 ED1539* NAD 83(1994)-  34 05 05.94293(N)    083 09 43.53938(W)     ADJUSTED  
 ED1539* NAVD 88     -       234.2    (meters)     768.     (feet)  VERTCON   
 ED1539  ___________________________________________________________________
 ED1539  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 ED1539  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 ED1539
 ED1539  HORZ ORDER  -  FIRST
 ED1539
 ED1539.The horizontal coordinates were established by classical geodetic methods
 ED1539.and adjusted by the National Geodetic Survey in September 1997..
 ED1539
 ED1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1539
 ED1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1539
 ED1539.The geoid height was determined by GEOID03.
 ED1539
 ED1539;                    North         East     Units Scale Factor Converg.
 ED1539;SPC GA E     -   453,376.696   108,136.770   MT  1.00000399   -0 33 28.4
 ED1539;SPC GA E     - 1,487,453.38    354,778.72   sFT  1.00000399   -0 33 28.4
 ED1539;UTM  17      - 3,773,688.843   300,516.589   MT  1.00009056   -1 12 43.5
 ED1539
 ED1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1539!SPC GA E     -   0.99996784  x   1.00000399  =   0.99997183
 ED1539!UTM  17      -   0.99996784  x   1.00009056  =   1.00005840
 ED1539
 ED1539:                Primary Azimuth Mark                     Grid Az
 ED1539:SPC GA E     -  COMER MADICO TANK                        035 47 25.3
 ED1539:UTM  17      -  COMER MADICO TANK                        036 26 40.4
 ED1539
 ED1539|---------------------------------------------------------------------|
 ED1539| PID    Reference Object                     Distance      Geod. Az  |
 ED1539|                                                           dddmmss.s |
 ED1539| ED1538 COMER MADICO TANK                   APPROX. 1.1 KM 0351356.9 |
 ED1539| ED2861 BV 097 203 AZ MK                                   0561732.8 |
 ED1539|---------------------------------------------------------------------|
 ED1539
 ED1539                          SUPERSEDED SURVEY CONTROL
 ED1539
 ED1539  NAD 83(1986)-  34 05 05.95039(N)    083 09 43.53836(W) AD(       ) 1
 ED1539  NAD 27      -  34 05 05.55213(N)    083 09 44.00068(W) AD(       ) 1
 ED1539  NGVD 29 (07/19/86)  234.3    (m)          769.     (f) VERT ANG       
 ED1539
 ED1539.Superseded values are not recommended for survey control.
 ED1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1539.See file dsdata.txt to determine how the superseded data were derived.
 ED1539
 ED1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0051773689(NAD 83)
 ED1539_MARKER: DD = SURVEY DISK
 ED1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1539+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 ED1539
 ED1539  HISTORY     - Date     Condition        Report By
 ED1539  HISTORY     - 1975     MONUMENTED       GADT
 ED1539  HISTORY     - 20000413 GOOD             GADT
 ED1539  HISTORY     - 20060515 GOOD             GADT
 ED1539
 ED1539                          STATION DESCRIPTION
 ED1539
 ED1539'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1539'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHWEST OF
 ED1539'COMER, 4-1/2 MILES SOUTHEAST OF DANIELSVILLE, AND 4-1/2 MILES
 ED1539'NORTHEAST OF COLBERT ON STATE RIGHT OF WAY.
 ED1539'
 ED1539'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 98 AND
 ED1539'172, APPROXIMATELY 2-1/4 MILES NORTH-NORTHWEST OF COMER, GO
 ED1539'SOUTHWESTERLY ALONG STATE ROUTE 172 FOR 0.4 MILE TO THE AZIMUTH
 ED1539'MARK ON THE RIGHT.  CONTINUE SOUTHWESTERLY ALONG STATE ROUTE
 ED1539'172 FOR 0.65 MILE TO THE JUNCTION OF COMPTON ROAD (COUNTY ROAD
 ED1539'218) REVERSE FORKING TO THE RIGHT AND THE STATION ON THE RIGHT.
 ED1539'
 ED1539'THE STATION IS LOCATED 48 FEET NORTHWEST OF THE CENTERLINE OF
 ED1539'STATE ROUTE 172, 26.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 ED1539'COMPTON ROAD, 147 FEET NORTHEAST OF THE POINT OF INTERSECTION OF
 ED1539'THE CENTERLINES OF COMPTON ROAD AND STATE ROUTE 172, 3.5 FEET EAST
 ED1539'OF A POWER POLE, AND 2.5 FEET SOUTH-SOUTHEAST OF A WITNESS
 ED1539'POST.  IT IS A STANDARD BRASS DISK STAMPED 097-203, SET IN THE
 ED1539'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1539'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1539'DISK STAMPED 097-203, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1539'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.
 ED1539'
 ED1539'THE AZIMUTH MARK IS LOCATED 37 FEET NORTHWEST OF THE CENTERLINE
 ED1539'OF STATE ROUTE 172, 4.5 FEET SOUTH OF A POWER POLE, 8.0 FEET
 ED1539'EAST OF A GUY WIRE ANCHOR, AND 3.0 FEET SOUTHEAST OF A WITNESS
 ED1539'POST.  IT IS A STANDARD DISK STAMPED 097-203 AZMK, SET IN THE
 ED1539'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1539'SURFACE OF THE GROUND.
 ED1539
 ED1539                          STATION RECOVERY (2000)
 ED1539
 ED1539'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 ED1539'RECOVERED IN GOOD CONDITION.
 ED1539
 ED1539                          STATION RECOVERY (2006)
 ED1539
 ED1539'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 ED1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1548 ***********************************************************************
 ED1548  DESIGNATION -  BV 097 204
 ED1548  PID         -  ED1548
 ED1548  STATE/COUNTY-  GA/MADISON
 ED1548  USGS QUAD   -  DANIELSVILLE SOUTH (1972)
 ED1548
 ED1548                         *CURRENT SURVEY CONTROL
 ED1548  ___________________________________________________________________
 ED1548* NAD 83(1994)-  34 01 59.14236(N)    083 14 44.57885(W)     ADJUSTED  
 ED1548* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 ED1548  ___________________________________________________________________
 ED1548  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 ED1548  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 ED1548
 ED1548  HORZ ORDER  -  SECOND
 ED1548
 ED1548.The horizontal coordinates were established by classical geodetic methods
 ED1548.and adjusted by the National Geodetic Survey in September 1997..
 ED1548
 ED1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1548
 ED1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1548
 ED1548.The geoid height was determined by GEOID03.
 ED1548
 ED1548;                    North         East     Units Scale Factor Converg.
 ED1548;SPC GA E     -   447,699.481   100,358.649   MT  1.00002235   -0 36 14.3
 ED1548;SPC GA E     - 1,468,827.38    329,260.00   sFT  1.00002235   -0 36 14.3
 ED1548;UTM  17      - 3,768,100.205   292,673.436   MT  1.00012990   -1 15 26.3
 ED1548
 ED1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1548!SPC GA E     -   0.99996724  x   1.00002235  =   0.99998959
 ED1548!UTM  17      -   0.99996724  x   1.00012990  =   1.00009713
 ED1548
 ED1548:                Primary Azimuth Mark                     Grid Az
 ED1548:SPC GA E     -  BV 097 204 AZ MK                         199 48 01.7
 ED1548:UTM  17      -  BV 097 204 AZ MK                         200 27 13.7
 ED1548
 ED1548|---------------------------------------------------------------------|
 ED1548| PID    Reference Object                     Distance      Geod. Az  |
 ED1548|                                                           dddmmss.s |
 ED1548| ED2862 BV 097 204 AZ MK                                   1991147.4 |
 ED1548| ED1549 BV 097 204 GADT 1975 PTA             10.803 METERS 32637     |
 ED1548|---------------------------------------------------------------------|
 ED1548
 ED1548                          SUPERSEDED SURVEY CONTROL
 ED1548
 ED1548  NAD 83(1986)-  34 01 59.14988(N)    083 14 44.57779(W) AD(       ) 2
 ED1548  NAD 27      -  34 01 58.74380(N)    083 14 45.02871(W) AD(       ) 2
 ED1548  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 ED1548
 ED1548.Superseded values are not recommended for survey control.
 ED1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1548.See file dsdata.txt to determine how the superseded data were derived.
 ED1548
 ED1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9267368100(NAD 83)
 ED1548_MARKER: DD = SURVEY DISK
 ED1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1548+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2000
 ED1548
 ED1548  HISTORY     - Date     Condition        Report By
 ED1548  HISTORY     - 1975     MONUMENTED       GADT
 ED1548  HISTORY     - 20000413 GOOD             GADT
 ED1548
 ED1548                          STATION DESCRIPTION
 ED1548
 ED1548'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1548'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST-SOUTHWEST OF
 ED1548'COLBERT, 5 MILES EAST-NORTHEAST OF HULL, AND 7-1/4 MILES
 ED1548'WEST-SOUTHWEST OF COMER ON THE PROPERTY OF DAVID SCOGIN.
 ED1548'
 ED1548'TO REACH THE STATION FROM THE POST OFFICE IN HULL (LOCATED AT
 ED1548'THE JUNCTION OF STATE ROUTE 72 AND COUNTY ROAD 90990), GO
 ED1548'EAST-NORTHEAST ALONG STATE ROUTE 72 FOR 1.8 MILES TO THE JUNCTION
 ED1548'OF COUNTY ROAD 234 TO THE LEFT.  CONTINUE EAST-NORTHEAST ALONG
 ED1548'STATE ROUTE 72 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 ED1548'RIGHT.  CONTINUE EAST-NORTHEAST ALONG STATE ROUTE 72 FOR 0.15
 ED1548'MILE TO THE JUNCTION OF COUNTY ROAD 257 CROSSING.  TURN LEFT,
 ED1548'GOING NORTH ALONG COUNTY ROAD 257 FOR 0.25 MILE TO THE STATION
 ED1548'ON THE LEFT, NEXT TO A WOODEN SHED.
 ED1548'
 ED1548'THE STATION IS LOCATED 114 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1548'COUNTY ROAD 257, 129.0 FEET SOUTH-SOUTHWEST OF A POWER POLE ON
 ED1548'THE NORTHEAST SIDE OF THE ROAD, 39.0 FEET EAST-SOUTHEAST OF THE
 ED1548'NORTH CORNER OF THE SHED, 4.0 FEET NORTHEAST OF A WITNESS POST
 ED1548'SET AT A FENCELINE CONNECTED TO THE EAST CORNER OF THE SHED, AND
 ED1548'9 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT DRIVEWAY FROM THE
 ED1548'ROAD, PASSING IN FRONT OF THE SHED.  IT IS A STANDARD BRASS
 ED1548'DISK STAMPED 097-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1548'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1548'UNDERGROUND STATION IS A STANDARD DISK STAMPED 097-204, SET IN THE
 ED1548'TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69
 ED1548'METER BELOW THE SURFACE OF THE GROUND.
 ED1548'
 ED1548'THE AZIMUTH MARK IS LOCATED 36 FEET SOUTH-SOUTHEAST OF THE
 ED1548'CENTERLINE OF STATE ROUTE 72, 46.0 FEET WEST-SOUTHWEST OF A
 ED1548'TELEPHONE POLE, 19.0 FEET WEST-NORTHWEST OF ANOTHER TELEPHONE
 ED1548'POLE, APPROXIMATELY 40 FEET NORTH-NORTHWEST OF THE NEAR RAIL OF
 ED1548'THE SEABOARD COAST LINE RAILWAY TRACK, AND 1.5 FEET
 ED1548'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1548'097-204 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1548'POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1548
 ED1548                          STATION RECOVERY (2000)
 ED1548
 ED1548'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 ED1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1541 ***********************************************************************
 ED1541  DESIGNATION -  BV 097 205
 ED1541  PID         -  ED1541
 ED1541  STATE/COUNTY-  GA/MADISON
 ED1541  USGS QUAD   -  DANIELSVILLE SOUTH (1972)
 ED1541
 ED1541                         *CURRENT SURVEY CONTROL
 ED1541  ___________________________________________________________________
 ED1541* NAD 83(1994)-  34 03 16.52353(N)    083 11 02.36786(W)     ADJUSTED  
 ED1541* NAVD 88     -       215.7    (meters)     708.     (feet)  VERTCON   
 ED1541  ___________________________________________________________________
 ED1541  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 ED1541  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 ED1541
 ED1541  HORZ ORDER  -  SECOND
 ED1541
 ED1541.The horizontal coordinates were established by classical geodetic methods
 ED1541.and adjusted by the National Geodetic Survey in September 1997..
 ED1541
 ED1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1541
 ED1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1541
 ED1541.The geoid height was determined by GEOID03.
 ED1541
 ED1541;                    North         East     Units Scale Factor Converg.
 ED1541;SPC GA E     -   450,025.284   106,082.404   MT  1.00000870   -0 34 11.0
 ED1541;SPC GA E     - 1,476,457.95    348,038.69   sFT  1.00000870   -0 34 11.0
 ED1541;UTM  17      - 3,770,360.798   298,423.920   MT  1.00010091   -1 13 24.3
 ED1541
 ED1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1541!SPC GA E     -   0.99997073  x   1.00000870  =   0.99997943
 ED1541!UTM  17      -   0.99997073  x   1.00010091  =   1.00007164
 ED1541
 ED1541:                Primary Azimuth Mark                     Grid Az
 ED1541:SPC GA E     -  BV 097 205 AZ MK                         045 09 49.2
 ED1541:UTM  17      -  BV 097 205 AZ MK                         045 49 02.5
 ED1541
 ED1541|---------------------------------------------------------------------|
 ED1541| PID    Reference Object                     Distance      Geod. Az  |
 ED1541|                                                           dddmmss.s |
 ED1541| ED2863 BV 097 205 AZ MK                                   0443538.2 |
 ED1541|---------------------------------------------------------------------|
 ED1541
 ED1541                          SUPERSEDED SURVEY CONTROL
 ED1541
 ED1541  NAD 83(1986)-  34 03 16.53083(N)    083 11 02.36685(W) AD(       ) 2
 ED1541  NAD 27      -  34 03 16.12875(N)    083 11 02.82503(W) AD(       ) 2
 ED1541  NGVD 29 (07/19/86)  215.8    (m)          708.     (f) VERT ANG       
 ED1541
 ED1541.Superseded values are not recommended for survey control.
 ED1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1541.See file dsdata.txt to determine how the superseded data were derived.
 ED1541
 ED1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9842470361(NAD 83)
 ED1541_MARKER: DD = SURVEY DISK
 ED1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1541+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 ED1541
 ED1541  HISTORY     - Date     Condition        Report By
 ED1541  HISTORY     - 1975     MONUMENTED       GADT
 ED1541  HISTORY     - 20000413 GOOD             GADT
 ED1541  HISTORY     - 20060515 GOOD             GADT
 ED1541
 ED1541                          STATION DESCRIPTION
 ED1541
 ED1541'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1541'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF COLBERT,
 ED1541'3-1/4 MILES WEST-SOUTHWEST OF COMER, AND 5-1/4 MILES SOUTH-SOUTHEAST
 ED1541'OF DANIELSVILLE ON STATE RIGHT OF WAY.
 ED1541'
 ED1541'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 72 AND 172,
 ED1541'APPROXIMATELY 1-1/2 MILES EAST-NORTHEAST OF COLBERT, GO
 ED1541'NORTHEASTERLY ALONG STATE ROUTE 172 FOR 0.5 MILE TO THE JUNCTION
 ED1541'OF COUNTY ROAD 221 CROSSING AND THE STATION ON THE RIGHT.
 ED1541'
 ED1541'THE STATION IS LOCATED 39 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 ED1541'ROUTE 172, 84 FEET WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 ED1541'221, 116 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 ED1541'CENTERLINES OF STATE ROUTE 172 AND COUNTY ROAD 221, AND 3.0 FEET
 ED1541'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED1541'097-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1541'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1541'IS A STANDARD DISK STAMPED 097-205, SET IN AN IRREGULAR MASS
 ED1541'OF CONCRETE APPROXIMATELY 0.58 METER BELOW THE SURFACE OF THE
 ED1541'GROUND.
 ED1541'
 ED1541'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY ALONG
 ED1541'STATE ROUTE 172 FOR 0.45 MILE TO THE MARK ON THE LEFT.  IT IS
 ED1541'LOCATED 35 FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 ED1541'172, 56.0 FEET SOUTH OF A POWER POLE, 56.0 FEET SOUTH-SOUTHEAST
 ED1541'OF A GROUP OF THREE 10 INCH PINE TREES, 88.0 FEET WEST-NORTHWEST
 ED1541'OF A POWER POLE ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND 2.0
 ED1541'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1541'097-205 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1541'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1541
 ED1541                          STATION RECOVERY (2000)
 ED1541
 ED1541'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 ED1541'RECOVERED IN GOOD CONDITION.
 ED1541
 ED1541                          STATION RECOVERY (2006)
 ED1541
 ED1541'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 ED1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1544 ***********************************************************************
 ED1544  DESIGNATION -  BV 097 206
 ED1544  PID         -  ED1544
 ED1544  STATE/COUNTY-  GA/MADISON
 ED1544  USGS QUAD   -  DANIELSVILLE SOUTH (1972)
 ED1544
 ED1544                         *CURRENT SURVEY CONTROL
 ED1544  ___________________________________________________________________
 ED1544* NAD 83(1994)-  34 07 06.38826(N)    083 12 23.74692(W)     ADJUSTED  
 ED1544* NAVD 88     -       228.     (meters)     748.     (feet)  VERTCON   
 ED1544  ___________________________________________________________________
 ED1544  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 ED1544  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 ED1544
 ED1544  HORZ ORDER  -  SECOND
 ED1544
 ED1544.The horizontal coordinates were established by classical geodetic methods
 ED1544.and adjusted by the National Geodetic Survey in September 1997..
 ED1544
 ED1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1544
 ED1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1544
 ED1544.The geoid height was determined by GEOID03.
 ED1544
 ED1544;                    North         East     Units Scale Factor Converg.
 ED1544;SPC GA E     -   457,128.636   104,067.489   MT  1.00001341   -0 35 00.0
 ED1544;SPC GA E     - 1,499,762.87    341,428.09   sFT  1.00001341   -0 35 00.0
 ED1544;UTM  17      - 3,777,487.369   296,490.060   MT  1.00011056   -1 14 17.2
 ED1544
 ED1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1544!SPC GA E     -   0.99996884  x   1.00001341  =   0.99998225
 ED1544!UTM  17      -   0.99996884  x   1.00011056  =   1.00007940
 ED1544
 ED1544|---------------------------------------------------------------------|
 ED1544| PID    Reference Object                     Distance      Geod. Az  |
 ED1544|                                                           dddmmss.s |
 ED1544| ED1543 BV 097 206 GADT 1975 PTA             26.759 METERS 09059     |
 ED1544| ED2864 BV 097 206 AZ MK                                   1213742.5 |
 ED1544| ED1542 DANIELSVILLE COUNTY LOT             APPROX. 1.4 KM 1221936.1 |
 ED1544| ED1574 DANIELSVILLE FAA MICROWAVE          APPROX. 4.4 KM 2750634.7 |
 ED1544|---------------------------------------------------------------------|
 ED1544
 ED1544                          SUPERSEDED SURVEY CONTROL
 ED1544
 ED1544  NAD 83(1986)-  34 07 06.39572(N)    083 12 23.74588(W) AD(       ) 2
 ED1544  NAD 27      -  34 07 05.99824(N)    083 12 24.20496(W) AD(       ) 2
 ED1544  NGVD 29 (07/19/86)  228.     (m)          748.     (f) VERT ANG       
 ED1544
 ED1544.Superseded values are not recommended for survey control.
 ED1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1544.See file dsdata.txt to determine how the superseded data were derived.
 ED1544
 ED1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9649077487(NAD 83)
 ED1544_MARKER: DD = SURVEY DISK
 ED1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1544
 ED1544  HISTORY     - Date     Condition        Report By
 ED1544  HISTORY     - 1975     MONUMENTED       GADT
 ED1544
 ED1544                          STATION DESCRIPTION
 ED1544
 ED1544'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1544'THE STATION IS LOCATED APPROXIMATELY 1 MILE EAST-SOUTHEAST OF
 ED1544'DANIELSVILLE, 5-1/2 MILES NORTH OF COLBERT, AND 6 MILES
 ED1544'EAST-SOUTHEAST OF ILA ON COUNTY RIGHT OF WAY.
 ED1544'
 ED1544'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 98 AND
 ED1544'U.S. HIGHWAY 29 (STATE ROUTE 8) IN DANIELSVILLE, GO SOUTHEASTERLY
 ED1544'ALONG STATE ROUTE 98 FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1544'199 TO THE RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ALONG COUNTY
 ED1544'ROAD 199 FOR 0.2 MILE TO ITS TERMINATION AT THE JUNCTION OF
 ED1544'COUNTY ROAD 360 CROSSING.  TURN LEFT, GOING SOUTHEASTERLY
 ED1544'ALONG COUNTY ROAD 360 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ED1544'
 ED1544'THE STATION IS LOCATED 29.0 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1544'COUNTY ROAD 360, 99.0 FEET WEST OF A POWER POLE ON THE NORTHEAST
 ED1544'SIDE OF THE ROAD, 140.0 FEET SOUTH OF ANOTHER POWER POLE ON THE
 ED1544'NORTHEAST SIDE OF THE ROAD, 58.5 FEET NORTHWEST OF A POWER POLE,
 ED1544'AND 2.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1544'BRASS DISK STAMPED 097-206, SET IN THE TOP OF A 10 INCH
 ED1544'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1544'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1544'097-206, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1544'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1544'
 ED1544'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 ED1544'ALONG COUNTY ROAD 360 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 ED1544'RIGHT.  IT IS LOCATED 25.5 FEET SOUTH-SOUTHWEST OF THE
 ED1544'CENTERLINE OF COUNTY ROAD 360, 11.0 FEET NORTHWEST OF AN 8 INCH
 ED1544'PINE TREE, 18.0 FEET EAST-NORTHEAST OF A 7 INCH PINE TREE,
 ED1544'AND 3.5 FEET NORTH-NORTHEAST OF A WITNESS POST AND FENCELINE.
 ED1544'IT IS A STANDARD DISK STAMPED 097-206 AZMK, SET IN THE TOP OF A
 ED1544'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1544'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1571 ***********************************************************************
 ED1571  DESIGNATION -  BV 097 207
 ED1571  PID         -  ED1571
 ED1571  STATE/COUNTY-  GA/MADISON
 ED1571  USGS QUAD   -  ILA (1964)
 ED1571
 ED1571                         *CURRENT SURVEY CONTROL
 ED1571  ___________________________________________________________________
 ED1571* NAD 83(1994)-  34 08 44.64507(N)    083 19 56.98302(W)     ADJUSTED  
 ED1571* NAVD 88     -       270.     (meters)     886.     (feet)  VERTCON   
 ED1571  ___________________________________________________________________
 ED1571  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 ED1571  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 ED1571
 ED1571  HORZ ORDER  -  SECOND
 ED1571
 ED1571.The horizontal coordinates were established by classical geodetic methods
 ED1571.and adjusted by the National Geodetic Survey in September 1997..
 ED1571
 ED1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1571
 ED1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1571
 ED1571.The geoid height was determined by GEOID03.
 ED1571
 ED1571;                    North         East     Units Scale Factor Converg.
 ED1571;SPC GA E     -   460,281.515    92,487.438   MT  1.00004244   -0 39 16.0
 ED1571;SPC GA E     - 1,510,106.94    303,435.87   sFT  1.00004244   -0 39 16.0
 ED1571;UTM  17      - 3,780,772.797   284,945.513   MT  1.00017013   -1 18 35.0
 ED1571
 ED1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1571!SPC GA E     -   0.99996226  x   1.00004244  =   1.00000470
 ED1571!UTM  17      -   0.99996226  x   1.00017013  =   1.00013238
 ED1571
 ED1571:                Primary Azimuth Mark                     Grid Az
 ED1571:SPC GA E     -  NOWHERE                                  175 36 33.4
 ED1571:UTM  17      -  NOWHERE                                  176 15 52.4
 ED1571
 ED1571|---------------------------------------------------------------------|
 ED1571| PID    Reference Object                     Distance      Geod. Az  |
 ED1571|                                                           dddmmss.s |
 ED1571| ED1578 NOWHERE                             APPROX. 4.8 KM 1745717.4 |
 ED1571| ED1572 BV 097 207 GADT 1975 PTA             22.485 METERS 21942     |
 ED1571| ED2865 BV 097 207 AZ MK                                   2290909.2 |
 ED1571|---------------------------------------------------------------------|
 ED1571
 ED1571                          SUPERSEDED SURVEY CONTROL
 ED1571
 ED1571  NAD 83(1986)-  34 08 44.65257(N)    083 19 56.98216(W) AD(       ) 2
 ED1571  NAD 27      -  34 08 44.25626(N)    083 19 57.42097(W) AD(       ) 2
 ED1571  NGVD 29 (07/19/86)  270.     (m)          886.     (f) VERT ANG       
 ED1571
 ED1571.Superseded values are not recommended for survey control.
 ED1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1571.See file dsdata.txt to determine how the superseded data were derived.
 ED1571
 ED1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8494680773(NAD 83)
 ED1571_MARKER: DD = SURVEY DISK
 ED1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1571
 ED1571  HISTORY     - Date     Condition        Report By
 ED1571  HISTORY     - 1975     MONUMENTED       GADT
 ED1571
 ED1571                          STATION DESCRIPTION
 ED1571
 ED1571'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1571'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF ILA,
 ED1571'6-1/4 MILES EAST-NORTHEAST OF NICHOLSON, AND 6-1/2 MILES WEST
 ED1571'OF DANIELSVILLE ON COUNTY RIGHT OF WAY.
 ED1571'
 ED1571'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1571'STATE ROUTE 98 IN ILA, GO SOUTH ALONG STATE ROUTE 106 FOR 0.6
 ED1571'MILE TO A BRIDGE OVER RIGHT FORK WOLF BRANCH.  CONTINUE SOUTH ALONG
 ED1571'STATE ROUTE 106 FOR 0.15 MILE TO THE JUNCTION OF ADAMS CLARKE
 ED1571'ROAD (COUNTY ROAD 142) TO THE RIGHT.  TURN RIGHT, GOING
 ED1571'SOUTHWESTERLY ALONG ADAMS CLARKE ROAD FOR 2.2 MILES TO THE
 ED1571'JUNCTION OF WHITSEL TARLEY ROAD (COUNTY ROAD 140) CROSSING.
 ED1571'CONTINUE SOUTHWESTERLY ALONG ADAMS CLARKE ROAD FOR 0.25
 ED1571'MILE TO THE STATION ON THE RIGHT.
 ED1571'
 ED1571'THE STATION IS LOCATED 34 FEET NORTHWEST OF THE CENTERLINE OF ADAMS
 ED1571'CLARKE ROAD, 52.0 FEET WEST OF THE WESTERN END OF A 16 INCH PIPE
 ED1571'CULVERT UNDER A DIRT DRIVEWAY TO THE NORTHWEST, 245.0 FEET
 ED1571'NORTH-NORTHEAST OF THE EASTERN END OF A 16 INCH PIPE CULVERT
 ED1571'UNDER ANOTHER DRIVEWAY TO THE NORTHWEST, AND 3.0 FEET NORTHWEST
 ED1571'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 097-207,
 ED1571'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH
 ED1571'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1571'STANDARD DISK STAMPED 097-207, SET IN AN IRREGULAR MASS OF
 ED1571'CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 ED1571'
 ED1571'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 ED1571'ALONG ADAMS CLARKE ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.  IT
 ED1571'IS LOCATED 33 FEET SOUTHEAST OF THE CENTERLINE OF ADAMS CLARKE
 ED1571'ROAD, 66.0 FEET NORTHEAST OF THE EASTERN END OF AN 18 INCH PIPE
 ED1571'CULVERT UNDER A DRIVEWAY TO THE SOUTHEAST, 116.4 FEET SOUTH OF A
 ED1571'POWER POLE ON THE NORTHWEST SIDE OF THE ROAD, 81.5 FEET
 ED1571'SOUTHEAST OF AN 8 INCH OAK TREE ON THE NORTHWEST SIDE OF THE
 ED1571'ROAD, AND 2.8 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED1571'STANDARD DISK STAMPED 097-207 AZMK, SET IN THE TOP OF
 ED1571'A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF
 ED1571'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1558 ***********************************************************************
 ED1558  DESIGNATION -  BV 097 208
 ED1558  PID         -  ED1558
 ED1558  STATE/COUNTY-  GA/MADISON
 ED1558  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1558
 ED1558                         *CURRENT SURVEY CONTROL
 ED1558  ___________________________________________________________________
 ED1558* NAD 83(1994)-  34 07 34.01969(N)    083 09 18.39583(W)     ADJUSTED  
 ED1558* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 ED1558  ___________________________________________________________________
 ED1558  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ED1558  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 ED1558
 ED1558  HORZ ORDER  -  SECOND
 ED1558
 ED1558.The horizontal coordinates were established by classical geodetic methods
 ED1558.and adjusted by the National Geodetic Survey in September 1997..
 ED1558
 ED1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1558
 ED1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1558
 ED1558.The geoid height was determined by GEOID03.
 ED1558
 ED1558;                    North         East     Units Scale Factor Converg.
 ED1558;SPC GA E     -   457,932.825   108,825.481   MT  1.00000244   -0 33 16.5
 ED1558;SPC GA E     - 1,502,401.28    357,038.27   sFT  1.00000244   -0 33 16.5
 ED1558;UTM  17      - 3,778,237.197   301,257.366   MT  1.00008692   -1 12 34.0
 ED1558
 ED1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1558!SPC GA E     -   0.99996665  x   1.00000244  =   0.99996909
 ED1558!UTM  17      -   0.99996665  x   1.00008692  =   1.00005356
 ED1558
 ED1558:                Primary Azimuth Mark                     Grid Az
 ED1558:SPC GA E     -  BV 097 208 AZ MK                         025 50 42.1
 ED1558:UTM  17      -  BV 097 208 AZ MK                         026 29 59.6
 ED1558
 ED1558|---------------------------------------------------------------------|
 ED1558| PID    Reference Object                     Distance      Geod. Az  |
 ED1558|                                                           dddmmss.s |
 ED1558| ED2866 BV 097 208 AZ MK                                   0251725.6 |
 ED1558| ED1556 COMER TRANSCO MICROWAVE             APPROX. 3.0 KM 0254800.1 |
 ED1558| ED1557 BV 097 208 GADT 1975 PTA             20.107 METERS 05259     |
 ED1558|---------------------------------------------------------------------|
 ED1558
 ED1558                          SUPERSEDED SURVEY CONTROL
 ED1558
 ED1558  NAD 83(1986)-  34 07 34.02730(N)    083 09 18.39475(W) AD(       ) 2
 ED1558  NAD 27      -  34 07 33.63325(N)    083 09 18.86202(W) AD(       ) 2
 ED1558  NGVD 29 (07/19/86)  242.     (m)          794.     (f) VERT ANG       
 ED1558
 ED1558.Superseded values are not recommended for survey control.
 ED1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1558.See file dsdata.txt to determine how the superseded data were derived.
 ED1558
 ED1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0125778237(NAD 83)
 ED1558_MARKER: DD = SURVEY DISK
 ED1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1558
 ED1558  HISTORY     - Date     Condition        Report By
 ED1558  HISTORY     - 1975     MONUMENTED       GADT
 ED1558
 ED1558                          STATION DESCRIPTION
 ED1558
 ED1558'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1558'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST OF
 ED1558'DANIELSVILLE, 4-1/2 MILES NORTH-NORTHWEST OF COMER, AND 8-3/4
 ED1558'MILES SOUTHWEST OF BOWMAN ON COUNTY RIGHT OF WAY.
 ED1558'
 ED1558'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 72 AND
 ED1558'98 AT THE U.S. POST OFFICE IN COMER, GO NORTHWESTERLY ALONG
 ED1558'STATE ROUTE 98 FOR 2.4 MILES TO THE JUNCTION OF STATE ROUTE
 ED1558'172 TO THE RIGHT.  CONTINUE GOING NORTHWESTERLY ALONG STATE ROUTE
 ED1558'98 FOR 1.5 MILES TO THE JUNCTION OF STATE ROUTE 191 TO THE
 ED1558'RIGHT.  TURN RIGHT, GOING NORTH ALONG STATE ROUTE 191 FOR 0.7
 ED1558'MILE TO THE JUNCTION OF GEORGE EDWARDS ROAD (COUNTY ROAD 323)
 ED1558'TO THE LEFT AND TRANSCO ROAD (COUNTY ROAD 92497) TO THE
 ED1558'RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG TRANSCO ROAD
 ED1558'FOR 0.7 MILE TO THE STATION ON THE LEFT.
 ED1558'
 ED1558'THE STATION IS LOCATED 26.5 FEET WEST-NORTHWEST OF THE
 ED1558'CENTERLINE OF TRANSCO ROAD, 106.0 FEET SOUTH OF A 30 INCH OAK
 ED1558'TREE, 67.0 FEET SOUTHEAST OF ANOTHER 30 INCH OAK TREE, 29.0
 ED1558'FEET NORTHEAST OF A POWER POLE, AND 13.8 FEET NORTH-NORTHEAST
 ED1558'OF A WITNESS POST SET AT THE EAST EDGE OF A 10 INCH PINE
 ED1558'TREE.  IT IS A STANDARD BRASS DISK STAMPED 097-208 1975, SET IN
 ED1558'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1558'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1558'DISK STAMPED 097-208 1975, SET IN AN IRREGULAR MASS OF
 ED1558'CONCRETE APPROXIMATELY 0.58 METER BELOW THE SURFACE OF THE
 ED1558'GROUND.
 ED1558'
 ED1558'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1558'NORTHEASTERLY ALONG TRANSCO ROAD FOR 1.05 MILES TO THE JUNCTION
 ED1558'OF COILE ROAD CROSSING AND THE MARK ON THE LEFT.  IT IS LOCATED
 ED1558'32 FEET NORTHWEST OF THE CENTERLINE OF TRANSCO ROAD, 114.0 FEET
 ED1558'NORTH-NORTHWEST OF A TELEPHONE POLE WITH AN UNDERGROUND
 ED1558'TELEPHONE CABLE PEDESTAL ATTACHED IN THE EAST QUADRANT OF THE
 ED1558'INTERSECTION, 139 FEET NORTH OF THE POINT OF INTERSECTION OF
 ED1558'THE CENTERLINES OF THE ROADS, 86.3 FEET NORTH OF A POWER POLE
 ED1558'IN THE NORTH QUADRANT OF THE INTERSECTION, 50.0 FEET
 ED1558'SOUTHWEST OF AN 8 INCH PINE TREE, AND 1.5 FEET SOUTHEAST OF A
 ED1558'WITNESS POST.  IT IS A STANDARD DISK STAMPED 097-208 1975
 ED1558'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1558'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1592 ***********************************************************************
 ED1592  DESIGNATION -  BV 097 209
 ED1592  PID         -  ED1592
 ED1592  STATE/COUNTY-  GA/MADISON
 ED1592  USGS QUAD   -  COMMERCE (1976)
 ED1592
 ED1592                         *CURRENT SURVEY CONTROL
 ED1592  ___________________________________________________________________
 ED1592* NAD 83(1994)-  34 11 43.95617(N)    083 23 50.93326(W)     ADJUSTED  
 ED1592* NAVD 88     -       279.     (meters)     915.     (feet)  VERTCON   
 ED1592  ___________________________________________________________________
 ED1592  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 ED1592  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 ED1592
 ED1592  HORZ ORDER  -  SECOND
 ED1592
 ED1592.The horizontal coordinates were established by classical geodetic methods
 ED1592.and adjusted by the National Geodetic Survey in September 1997..
 ED1592
 ED1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1592
 ED1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1592
 ED1592.The geoid height was determined by GEOID03.
 ED1592
 ED1592;                    North         East     Units Scale Factor Converg.
 ED1592;SPC GA E     -   465,876.853    86,560.758   MT  1.00005858   -0 41 30.5
 ED1592;SPC GA E     - 1,528,464.31    283,991.42   sFT  1.00005858   -0 41 30.5
 ED1592;SPC GA W     -   465,459.452   770,891.468   MT  0.99996193   +0 25 56.3
 ED1592;SPC GA W     - 1,527,094.89  2,529,166.42   sFT  0.99996193   +0 25 56.3
 ED1592;UTM  17      - 3,786,436.361   279,082.462   MT  1.00020164   -1 20 52.7
 ED1592
 ED1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1592!SPC GA E     -   0.99996087  x   1.00005858  =   1.00001945
 ED1592!SPC GA W     -   0.99996087  x   0.99996193  =   0.99992280
 ED1592!UTM  17      -   0.99996087  x   1.00020164  =   1.00016250
 ED1592
 ED1592|---------------------------------------------------------------------|
 ED1592| PID    Reference Object                     Distance      Geod. Az  |
 ED1592|                                                           dddmmss.s |
 ED1592| ED1593 BV 097 209 GADT 1975 PTA             20.988 METERS 18912     |
 ED1592| ED2867 BV 097 209 AZ MK                                   1934113.2 |
 ED1592|---------------------------------------------------------------------|
 ED1592
 ED1592                          SUPERSEDED SURVEY CONTROL
 ED1592
 ED1592  NAD 83(1986)-  34 11 43.96309(N)    083 23 50.93266(W) AD(       ) 2
 ED1592  NAD 27      -  34 11 43.57017(N)    083 23 51.36172(W) AD(       ) 2
 ED1592  NGVD 29 (07/19/86)  279.     (m)          915.     (f) VERT ANG       
 ED1592
 ED1592.Superseded values are not recommended for survey control.
 ED1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1592.See file dsdata.txt to determine how the superseded data were derived.
 ED1592
 ED1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7908286436(NAD 83)
 ED1592_MARKER: DD = SURVEY DISK
 ED1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1592
 ED1592  HISTORY     - Date     Condition        Report By
 ED1592  HISTORY     - 1975     MONUMENTED       GADT
 ED1592
 ED1592                          STATION DESCRIPTION
 ED1592
 ED1592'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1592'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST OF
 ED1592'COMMERCE, 6 MILES NORTH-NORTHEAST OF NICHOLSON, AND 6-1/2 MILES
 ED1592'EAST OF POCATALIGO ON THE PROPERTY OF MR. JERRY WILSON.
 ED1592'
 ED1592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 ED1592'(STATE ROUTE 15 ALT) AND STATE ROUTE 98 IN SOUTHWEST COMMERCE,
 ED1592'GO EASTERLY ALONG STATE ROUTE 98 FOR 1.45 MILES TO THE JUNCTION
 ED1592'OF COUNTY ROAD 92377 TO THE LEFT.  CONTINUE GOING EAST ALONG
 ED1592'STATE ROUTE 98 FOR 1.3 MILES TO THE JUNCTION OF COUNTY ROAD 47
 ED1592'CROSSING.  TURN LEFT, GOING NORTH ALONG COUNTY ROAD 47 FOR 0.3
 ED1592'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTH
 ED1592'ALONG COUNTY ROAD 47 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1592'48 AND AND COUNTY ROAD 122 CROSSING AND COUNTY ROAD 121 STRAIGHT
 ED1592'AHEAD.  CONTINUE GOING NORTHEASTERLY ALONG COUNTY ROAD
 ED1592'121 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 ED1592'
 ED1592'THE STATION IS LOCATED 50 FEET WEST-NORTHWEST OF THE
 ED1592'CENTERLINE OF COUNTY ROAD 121, 83.0 FEET SOUTH OF THE SOUTH
 ED1592'CORNER OF THE JERRY WILSON RESIDENCE, 144.0 FEET
 ED1592'SOUTH-SOUTHWEST OF A POWER POLE IN FRONT OF THE HOUSE, 50.0
 ED1592'FEET NORTH-NORTHEAST OF A POWER POLE, 57.0 FEET NORTHEAST OF 24
 ED1592'INCH TWIN OAK TREE, AND 3.8 FEET NORTHWEST OF A WITNESS POST.
 ED1592'IT IS A STANDARD BRASS DISK STAMPED 097-209 1975, SET IN THE TOP OF
 ED1592'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1592'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1592'097-209 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1592'APPROXIMATELY 0.66 METER BELOW THE SURFACE OF THE GROUND.
 ED1592'
 ED1592'THE AZIMUTH MARK IS LOCATED 26 FEET WEST OF THE CENTERLINE OF
 ED1592'COUNTY ROAD 47, 46.0 FEET NORTHWEST OF THE POINT OF
 ED1592'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 47 AND A DRIVEWAY
 ED1592'TO THE WEST TO A RESIDENCE, 147.0 FEET SOUTH-SOUTHWEST OF THE
 ED1592'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 47 AND
 ED1592'ANOTHER DRIVEWAY TO THE WEST, AND 4.5 FEET EAST OF A WITNESS
 ED1592'POST SET BESIDE A POWER POLE.  IT IS A STANDARD DISK STAMPED
 ED1592'097-209 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1592'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1567 ***********************************************************************
 ED1567  DESIGNATION -  BV 097 210
 ED1567  PID         -  ED1567
 ED1567  STATE/COUNTY-  GA/MADISON
 ED1567  USGS QUAD   -  ILA (1964)
 ED1567
 ED1567                         *CURRENT SURVEY CONTROL
 ED1567  ___________________________________________________________________
 ED1567* NAD 83(1994)-  34 13 05.23448(N)    083 16 29.83324(W)     ADJUSTED  
 ED1567* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 ED1567  ___________________________________________________________________
 ED1567  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 ED1567  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1567
 ED1567  HORZ ORDER  -  SECOND
 ED1567
 ED1567.The horizontal coordinates were established by classical geodetic methods
 ED1567.and adjusted by the National Geodetic Survey in September 1997..
 ED1567
 ED1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1567
 ED1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1567
 ED1567.The geoid height was determined by GEOID03.
 ED1567
 ED1567;                    North         East     Units Scale Factor Converg.
 ED1567;SPC GA E     -   468,251.610    97,881.439   MT  1.00002851   -0 37 23.9
 ED1567;SPC GA E     - 1,536,255.49    321,132.69   sFT  1.00002851   -0 37 23.9
 ED1567;UTM  17      - 3,788,681.575   290,431.054   MT  1.00014141   -1 16 47.2
 ED1567
 ED1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1567!SPC GA E     -   0.99996391  x   1.00002851  =   0.99999242
 ED1567!UTM  17      -   0.99996391  x   1.00014141  =   1.00010532
 ED1567
 ED1567:                Primary Azimuth Mark                     Grid Az
 ED1567:SPC GA E     -  BV 097 210 AZ MK                         338 54 16.5
 ED1567:UTM  17      -  BV 097 210 AZ MK                         339 33 39.8
 ED1567
 ED1567|---------------------------------------------------------------------|
 ED1567| PID    Reference Object                     Distance      Geod. Az  |
 ED1567|                                                           dddmmss.s |
 ED1567| ED2868 BV 097 210 AZ MK                                   3381652.6 |
 ED1567|---------------------------------------------------------------------|
 ED1567
 ED1567                          SUPERSEDED SURVEY CONTROL
 ED1567
 ED1567  NAD 83(1986)-  34 13 05.24203(N)    083 16 29.83229(W) AD(       ) 2
 ED1567  NAD 27      -  34 13 04.84937(N)    083 16 30.28335(W) AD(       ) 2
 ED1567  NGVD 29 (07/19/86)  259.7    (m)          852.     (f) VERT ANG       
 ED1567
 ED1567.Superseded values are not recommended for survey control.
 ED1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1567.See file dsdata.txt to determine how the superseded data were derived.
 ED1567
 ED1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9043188682(NAD 83)
 ED1567_MARKER: DD = SURVEY DISK
 ED1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1567
 ED1567  HISTORY     - Date     Condition        Report By
 ED1567  HISTORY     - 1975     MONUMENTED       GADT
 ED1567
 ED1567                          STATION DESCRIPTION
 ED1567
 ED1567'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1567'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES
 ED1567'NORTH-NORTHEAST OF POCATALIGO, 6-1/2 MILES NORTH-NORTHWEST OF
 ED1567'DANIELSVILLE, AND 3-1/2 MILES NORTH-NORTHEAST OF ILA ON THE
 ED1567'PROPERTY OF MR. B.V. OGLETREE.
 ED1567'
 ED1567'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1567'WESLEY CHAPEL ROAD (COUNTY ROAD 92377) TO THE WEST AND
 ED1567'POCATALIGO-FRIENDSHIP CHURCH ROAD (COUNTY ROAD 68) TO THE LEFT
 ED1567'IN POCATALIGO, LOCATED APPROXIMATELY 2 MILES NORTH OF ILA, GO
 ED1567'NORTH ALONG STATE ROUTE 106 FOR 1.4 MILES TO THE JUNCTION OF
 ED1567'COUNTY ROAD 97 FORKING TO THE LEFT AND THE B.V. OGLETREE
 ED1567'RESIDENCE ON THE LEFT.  TURN LEFT, GOING NORTH ALONG COUNTY
 ED1567'ROAD 97 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ED1567'
 ED1567'THE STATION IS LOCATED 19 FEET EAST-NORTHEAST OF THE
 ED1567'CENTERLINE OF COUNTY ROAD 97, 50 FEET EAST-SOUTHEAST OF THE
 ED1567'SOUTHERNMOST CORNER OF A FENCE, 5.0 FEET SOUTH-SOUTHEAST OF THE
 ED1567'NORTHEAST CORNER OF A FENCE ON THE WEST SIDE OF THE ROAD, AND
 ED1567'2.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 ED1567'DISK STAMPED 097-210 1975, SET IN THE TOP OF A 10 INCH
 ED1567'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1567'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1567'097-210 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1567'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1567'
 ED1567'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1567'NORTH ALONG COUNTY ROAD 97 FOR 0.25 MILE TO THE AZIMUTH MARK ON
 ED1567'THE LEFT.  IT IS LOCATED 45 FEET SOUTHWEST OF THE CENTERLINE
 ED1567'OF COUNTY ROAD 97, 47.0 FEET WEST OF THE POINT OF INTERSECTION
 ED1567'OF THE CENTERLINES OF COUNTY ROAD 97 AND A DIRT DRIVEWAY TO THE
 ED1567'SOUTHWEST, 9.0 FEET SOUTH OF THE SOUTHERNMOST POST OF A GATE AT
 ED1567'THE WEST CORNER OF A FENCELINE, AND 2.0 FEET SOUTHEAST OF A
 ED1567'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED
 ED1567'097-210 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1567'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1569 ***********************************************************************
 ED1569  DESIGNATION -  BV 097 211
 ED1569  PID         -  ED1569
 ED1569  STATE/COUNTY-  GA/MADISON
 ED1569  USGS QUAD   -  ILA (1964)
 ED1569
 ED1569                         *CURRENT SURVEY CONTROL
 ED1569  ___________________________________________________________________
 ED1569* NAD 83(1994)-  34 11 03.36001(N)    083 18 02.67820(W)     ADJUSTED  
 ED1569* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 ED1569  ___________________________________________________________________
 ED1569  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ED1569  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ED1569
 ED1569  HORZ ORDER  -  SECOND
 ED1569
 ED1569.The horizontal coordinates were established by classical geodetic methods
 ED1569.and adjusted by the National Geodetic Survey in September 1997..
 ED1569
 ED1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1569
 ED1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1569
 ED1569.The geoid height was determined by GEOID03.
 ED1569
 ED1569;                    North         East     Units Scale Factor Converg.
 ED1569;SPC GA E     -   464,522.575    95,463.201   MT  1.00003466   -0 38 14.1
 ED1569;SPC GA E     - 1,524,021.15    313,198.85   sFT  1.00003466   -0 38 14.1
 ED1569;UTM  17      - 3,784,980.049   287,969.982   MT  1.00015420   -1 17 35.4
 ED1569
 ED1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1569!SPC GA E     -   0.99996385  x   1.00003466  =   0.99999851
 ED1569!UTM  17      -   0.99996385  x   1.00015420  =   1.00011804
 ED1569
 ED1569|---------------------------------------------------------------------|
 ED1569| PID    Reference Object                     Distance      Geod. Az  |
 ED1569|                                                           dddmmss.s |
 ED1569| ED1568 BV 097 211 GADT 1975 PTA             29.048 METERS 11932     |
 ED1569| ED2869 BV 097 211 AZ MK                                   3225400.2 |
 ED1569|---------------------------------------------------------------------|
 ED1569
 ED1569                          SUPERSEDED SURVEY CONTROL
 ED1569
 ED1569  NAD 83(1986)-  34 11 03.36724(N)    083 18 02.67761(W) AD(       ) 2
 ED1569  NAD 27      -  34 11 02.97246(N)    083 18 03.11883(W) AD(       ) 2
 ED1569  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 ED1569
 ED1569.Superseded values are not recommended for survey control.
 ED1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1569.See file dsdata.txt to determine how the superseded data were derived.
 ED1569
 ED1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8797084980(NAD 83)
 ED1569_MARKER: DD = SURVEY DISK
 ED1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1569
 ED1569  HISTORY     - Date     Condition        Report By
 ED1569  HISTORY     - 1975     MONUMENTED       GADT
 ED1569
 ED1569                          STATION DESCRIPTION
 ED1569
 ED1569'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1569'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF ILA, 1
 ED1569'1/2 MILES SOUTHWEST OF POCATALIGO, AND 9 MILES EAST OF SANDY
 ED1569'CROSS ON COUNTY RIGHT OF WAY.
 ED1569'
 ED1569'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1569'STATE ROUTE 98 IN ILA, GO WEST ALONG STATE ROUTE 98 FOR 0.25
 ED1569'MILE TO THE JUNCTION OF ILA ROAD (COUNTY ROAD 104) FORKING TO
 ED1569'THE RIGHT.  TURN RIGHT, GOING NORTH ALONG ILA ROAD FOR 0.85
 ED1569'MILE TO THE STATION ON THE LEFT.
 ED1569'
 ED1569'THE STATION IS LOCATED 28 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1569'ILA ROAD, 75.0 FEET WEST-SOUTHWEST OF A POWER POLE ON THE
 ED1569'NORTHEAST SIDE OF THE ROAD, 143.0 FEET NORTHWEST OF THE EASTERN
 ED1569'CORNER OF A WOVEN WIRE FENCELINE, 270.0 FEET SOUTHEAST OF A
 ED1569'POWER POLE, 267.0 FEET SOUTHEAST OF THE NORTHERN CORNER OF THE
 ED1569'FENCELINE, 199.0 FEET WEST-NORTHWEST OF THE POINT OF
 ED1569'INTERSECTION OF THE CENTERLINES OF ILA ROAD AND A DRIVEWAY TO
 ED1569'THE SOUTHWEST, AND 3.0 FEET NORTHEAST OF A WITNESS POST SET AT
 ED1569'THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 097-211
 ED1569'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1569'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS
 ED1569'A STANDARD DISK STAMPED 097-211 1975, SET IN AN
 ED1569'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE
 ED1569'SURFACE OF THE GROUND.
 ED1569'
 ED1569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 ED1569'ALONG ILA ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1569'LOCATED 22 FEET NORTHEAST OF THE CENTERLINE OF ILA ROAD, 73
 ED1569'FEET EAST-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 ED1569'CENTERLINES OF ILA ROAD AND A DRIVEWAY TO THE SOUTHWEST, 71.0
 ED1569'FEET NORTH OF A TELEPHONE POLE ON THE SOUTHWEST SIDE OF THE
 ED1569'ROAD, 157.0 FEET WEST-NORTHWEST OF THE SOUTH CORNER OF A WOVEN
 ED1569'WIRE FENCE, AND 2.0 FEET SOUTHWEST OF A WITNESS POST SET AT
 ED1569'THE FENCELINE.  IT IS A STANDARD DISK STAMPED 097-211 1975
 ED1569'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1569'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1560 ***********************************************************************
 ED1560  DESIGNATION -  BV 097 212
 ED1560  PID         -  ED1560
 ED1560  STATE/COUNTY-  GA/MADISON
 ED1560  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1560
 ED1560                         *CURRENT SURVEY CONTROL
 ED1560  ___________________________________________________________________
 ED1560* NAD 83(1994)-  34 13 59.79831(N)    083 12 10.92253(W)     ADJUSTED  
 ED1560* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 ED1560  ___________________________________________________________________
 ED1560  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ED1560  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 ED1560
 ED1560  HORZ ORDER  -  SECOND
 ED1560
 ED1560.The horizontal coordinates were established by classical geodetic methods
 ED1560.and adjusted by the National Geodetic Survey in September 1997..
 ED1560
 ED1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1560
 ED1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1560
 ED1560.The geoid height was determined by GEOID03.
 ED1560
 ED1560;                    North         East     Units Scale Factor Converg.
 ED1560;SPC GA E     -   469,863.059   104,525.562   MT  1.00001233   -0 34 59.0
 ED1560;SPC GA E     - 1,541,542.39    342,930.95   sFT  1.00001233   -0 34 59.0
 ED1560;UTM  17      - 3,790,216.940   297,093.901   MT  1.00010752   -1 14 23.2
 ED1560
 ED1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1560!SPC GA E     -   0.99996723  x   1.00001233  =   0.99997956
 ED1560!UTM  17      -   0.99996723  x   1.00010752  =   1.00007475
 ED1560
 ED1560:                Primary Azimuth Mark                     Grid Az
 ED1560:SPC GA E     -  BV 097 212 AZ MK                         181 14 04.8
 ED1560:UTM  17      -  BV 097 212 AZ MK                         181 53 29.0
 ED1560
 ED1560|---------------------------------------------------------------------|
 ED1560| PID    Reference Object                     Distance      Geod. Az  |
 ED1560|                                                           dddmmss.s |
 ED1560| ED2870 BV 097 212 AZ MK                                   1803905.8 |
 ED1560|---------------------------------------------------------------------|
 ED1560
 ED1560                          SUPERSEDED SURVEY CONTROL
 ED1560
 ED1560  NAD 83(1986)-  34 13 59.80602(N)    083 12 10.92153(W) AD(       ) 2
 ED1560  NAD 27      -  34 13 59.42348(N)    083 12 11.37548(W) AD(       ) 2
 ED1560  NGVD 29 (07/19/86)  238.6    (m)          783.     (f) VERT ANG       
 ED1560
 ED1560.Superseded values are not recommended for survey control.
 ED1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1560.See file dsdata.txt to determine how the superseded data were derived.
 ED1560
 ED1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9709490217(NAD 83)
 ED1560_MARKER: DD = SURVEY DISK
 ED1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1560
 ED1560  HISTORY     - Date     Condition        Report By
 ED1560  HISTORY     - 1975     MONUMENTED       GADT
 ED1560
 ED1560                          STATION DESCRIPTION
 ED1560
 ED1560'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1560'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHEAST OF
 ED1560'SANDY CROSS, 4-3/4 MILES SOUTHWEST OF FRANKLIN SPRINGS, AND 5-1/4
 ED1560'MILES NORTHEAST OF POCATALIGO ON THE PROPERTY OF MRS. J.E. JAMES.
 ED1560'
 ED1560'TO REACH THE STATION FROM THE U.S. POST OFFICE AT THE ADVOCATE
 ED1560'PRESS BUILDING IN FRANKLIN SPRINGS, GO WESTERLY ALONG U.S. HIGHWAY
 ED1560'29 (STATE ROUTE 8) FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE
 ED1560'145 FORKING TO THE RIGHT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY
 ED1560'29 (STATE ROUTE 8) FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1560'171 FORKING TO THE RIGHT.  CONTINUE GOING SOUTH ALONG U.S.
 ED1560'HIGHWAY 29 (STATE ROUTE 8) FOR 3.2 MILES TO THE JUNCTION OF
 ED1560'COUNTY ROAD 45 TO THE LEFT AT THE SOUTH END OF THE BRIDGE OVER
 ED1560'HUDSON RIVER AND THE FRANKLIN-MADISON COUNTY LINE.  CONTINUE
 ED1560'GOING SOUTH ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 0.95
 ED1560'MILE TO THE JUNCTION OF STATE ROUTE 174 TO THE RIGHT.  TURN
 ED1560'RIGHT, GOING WEST ALONG STATE ROUTE 174 FOR 0.95 MILE TO THE
 ED1560'JUNCTION OF COUNTY ROAD 54 TO THE RIGHT AND THE AZIMUTH MARK ON
 ED1560'THE LEFT.  TURN RIGHT, GOING NORTH ALONG COUNTY ROAD 54 FOR 0.3
 ED1560'MILE TO THE STATION ON THE LEFT.
 ED1560'
 ED1560'THE STATION IS LOCATED 39 FEET WEST OF THE CENTERLINE OF
 ED1560'COUNTY ROAD 54, 118.8 FEET WEST OF A POWER POLE ON THE EAST
 ED1560'SIDE OF THE ROAD IN THE FRONT YARD OF A HOUSE, 110.0 FEET NORTH
 ED1560'OF A 4 INCH PECAN TREE, 160.2 FEET EAST-NORTHEAST OF A 15 INCH
 ED1560'OAK TREE, 172.4 FEET EAST OF ANOTHER 15 INCH OAK TREE, 7.0 FEET
 ED1560'SOUTH-SOUTHEAST OF THE NORTHERNMOST PULL POST OF A FENCELINE
 ED1560'BRACE, AND 2.7 FEET EAST OF A WITNESS POST SET AT THE FENCELINE
 ED1560'BRACE.  IT IS A STANDARD BRASS DISK STAMPED 097-212 1975, SET
 ED1560'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1560'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1560'STANDARD DISK STAMPED 097-212 1975, SET IN AN IRREGULAR MASS
 ED1560'OF CONCRETE APPROXIMATELY 0.62 METER BELOW THE SURFACE OF THE
 ED1560'GROUND.
 ED1560'
 ED1560'THE AZIMUTH MARK IS LOCATED 235 FEET SOUTHWEST OF THE POINT
 ED1560'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 174 AND 54,
 ED1560'81.5 FEET SOUTH-SOUTHEAST OF A POWER POLE STAMPED N51/14 N53
 ED1560'LOCATED ON THE NORTHWEST SIDE OF THE ROAD, 54.0 FEET SOUTHEAST
 ED1560'OF THE SOUTHWEST END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE
 ED1560'LOCATED ON THE OPPOSITE SIDE OF THE ROAD UNDER AN ACCESS DRIVE
 ED1560'TO THE NORTHEAST, 10.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 ED1560'END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE LOCATED UNDER AN
 ED1560'ACCESS DRIVE TO THE SOUTHEAST, AND 2.0 FEET NORTH-NORTHWEST
 ED1560'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 097-212
 ED1560'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1560'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1559 ***********************************************************************
 ED1559  DESIGNATION -  BV 097 213
 ED1559  PID         -  ED1559
 ED1559  STATE/COUNTY-  GA/MADISON
 ED1559  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1559
 ED1559                         *CURRENT SURVEY CONTROL
 ED1559  ___________________________________________________________________
 ED1559* NAD 83(1994)-  34 11 41.21693(N)    083 09 38.40148(W)     ADJUSTED  
 ED1559* NAVD 88     -       231.2    (meters)     759.     (feet)  VERTCON   
 ED1559  ___________________________________________________________________
 ED1559  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 ED1559  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 ED1559
 ED1559  HORZ ORDER  -  SECOND
 ED1559
 ED1559.The horizontal coordinates were established by classical geodetic methods
 ED1559.and adjusted by the National Geodetic Survey in September 1997..
 ED1559
 ED1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1559
 ED1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1559
 ED1559.The geoid height was determined by GEOID03.
 ED1559
 ED1559;                    North         East     Units Scale Factor Converg.
 ED1559;SPC GA E     -   465,554.251   108,387.073   MT  1.00000342   -0 33 31.2
 ED1559;SPC GA E     - 1,527,405.91    355,599.92   sFT  1.00000342   -0 33 31.2
 ED1559;UTM  17      - 3,785,863.786   300,906.142   MT  1.00008864   -1 12 53.0
 ED1559
 ED1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1559!SPC GA E     -   0.99996836  x   1.00000342  =   0.99997178
 ED1559!UTM  17      -   0.99996836  x   1.00008864  =   1.00005700
 ED1559
 ED1559:                Primary Azimuth Mark                     Grid Az
 ED1559:SPC GA E     -  COMER TRANSCO MICROWAVE                  160 21 43.2
 ED1559:UTM  17      -  COMER TRANSCO MICROWAVE                  161 01 05.0
 ED1559
 ED1559|---------------------------------------------------------------------|
 ED1559| PID    Reference Object                     Distance      Geod. Az  |
 ED1559|                                                           dddmmss.s |
 ED1559| ED1556 COMER TRANSCO MICROWAVE             APPROX. 5.3 KM 1594812.0 |
 ED1559|---------------------------------------------------------------------|
 ED1559
 ED1559                          SUPERSEDED SURVEY CONTROL
 ED1559
 ED1559  NAD 83(1986)-  34 11 41.22471(N)    083 09 38.40045(W) AD(       ) 2
 ED1559  NAD 27      -  34 11 40.84172(N)    083 09 38.86982(W) AD(       ) 2
 ED1559  NGVD 29 (07/19/86)  231.3    (m)          759.     (f) VERT ANG       
 ED1559
 ED1559.Superseded values are not recommended for survey control.
 ED1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1559.See file dsdata.txt to determine how the superseded data were derived.
 ED1559
 ED1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0090685864(NAD 83)
 ED1559_MARKER: DD = SURVEY DISK
 ED1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1559
 ED1559  HISTORY     - Date     Condition        Report By
 ED1559  HISTORY     - 1975     MONUMENTED       GADT
 ED1559
 ED1559                          STATION DESCRIPTION
 ED1559
 ED1559'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1559'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHEAST OF
 ED1559'DANIELSVILLE, 6-1/4 MILES SOUTH OF FRANKLIN SPRINGS, AND 7-1/2
 ED1559'MILES WEST OF BOWMAN ON COUNTY RIGHT OF WAY.
 ED1559'
 ED1559'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 29
 ED1559'(STATE ROUTE 8) AND STATE ROUTE 98 IN NORTHEAST DANIELSVILLE,
 ED1559'GO NORTH ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 1.6 MILES TO
 ED1559'THE JUNCTION OF STATE ROUTE 281 FORKING TO THE RIGHT.  CONTINUE
 ED1559'GOING NORTH ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 1.95
 ED1559'MILES TO THE JUNCTION OF COUNTY ROAD 77 TO THE LEFT.  CONTINUE
 ED1559'GOING NORTH ALONG U.S. HIGHWAY 29 (STATE ROUTE 8) FOR 2.25
 ED1559'MILES TO THE JUNCTION OF COUNTY ROAD 92497 TO THE RIGHT.  TURN
 ED1559'RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 92497 FOR 1.05
 ED1559'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 37 TO THE
 ED1559'RIGHT.  CONTINUE GOING SOUTHEASTERLY ALONG COUNTY ROAD
 ED1559'92497 FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 ED1559'
 ED1559'THE STATION IS LOCATED 33 FEET SOUTH-SOUTHWEST OF THE
 ED1559'CENTERLINE OF COUNTY ROAD 92497, 81.5 FEET SOUTHWEST OF A 6
 ED1559'INCH PINE TREE ON THE NORTH SIDE OF THE ROAD, 114.0 FEET
 ED1559'WEST-SOUTHWEST OF THE OBLIQUE CORNER OF A FENCE ON THE OPPOSITE
 ED1559'SIDE OF THE ROAD, 47.6 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 ED1559'118.7 FEET EAST OF A 7 INCH PINE TREE ON THE SOUTHWEST SIDE OF
 ED1559'A FENCELINE, AND 2.7 FEET NORTH-NORTHEAST OF A WITNESS POST SET
 ED1559'AT THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 097-213
 ED1559'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1559'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1559'STATION IS A STANDARD DISK STAMPED 097-213 1975, SET IN AN
 ED1559'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE
 ED1559'SURFACE OF THE GROUND.
 ED1559'
 ED1559'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1559'SOUTHEASTERLY ALONG COUNTY ROAD 92497 FOR 0.15 MILE TO THE
 ED1559'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 30 FEET SOUTHWEST OF
 ED1559'THE CENTERLINE OF COUNTY ROAD 92497, 123 FEET SOUTHEAST OF THE
 ED1559'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 92497
 ED1559'AND A DRIVEWAY TO THE NORTHEAST, 90.6 FEET SOUTH-SOUTHWEST OF
 ED1559'A POWER POLE ON THE NORTHWEST SIDE OF THE ROAD, 27.9 FEET EAST
 ED1559'OF A FENCE POST MADE FROM A SAWED OFF TELEPHONE POLE, 6.8 FEET
 ED1559'NORTHWEST OF A POWER POLE, AND 2.6 FEET NORTHEAST OF A
 ED1559'WITNESS POST SET AT A 3 STRAND BARBED WIRE FENCELINE.  IT IS
 ED1559'A STANDARD DISK STAMPED 097-213 1975 AZMK, SET IN THE TOP OF A
 ED1559'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 ED1559'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1561 ***********************************************************************
 ED1561  DESIGNATION -  BV 097 214
 ED1561  PID         -  ED1561
 ED1561  STATE/COUNTY-  GA/MADISON
 ED1561  USGS QUAD   -  DANIELSVILLE NORTH (1981)
 ED1561
 ED1561                         *CURRENT SURVEY CONTROL
 ED1561  ___________________________________________________________________
 ED1561* NAD 83(1994)-  34 10 29.28971(N)    083 13 31.29517(W)     ADJUSTED  
 ED1561* NAVD 88     -       248.2    (meters)     814.     (feet)  VERTCON   
 ED1561  ___________________________________________________________________
 ED1561  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 ED1561  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 ED1561
 ED1561  HORZ ORDER  -  SECOND
 ED1561
 ED1561.The horizontal coordinates were established by classical geodetic methods
 ED1561.and adjusted by the National Geodetic Survey in September 1997..
 ED1561
 ED1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1561
 ED1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1561
 ED1561.The geoid height was determined by GEOID03.
 ED1561
 ED1561;                    North         East     Units Scale Factor Converg.
 ED1561;SPC GA E     -   463,398.095   102,401.358   MT  1.00001738   -0 35 41.0
 ED1561;SPC GA E     - 1,520,331.92    335,961.79   sFT  1.00001738   -0 35 41.0
 ED1561;UTM  17      - 3,783,776.095   294,895.578   MT  1.00011859   -1 15 01.7
 ED1561
 ED1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1561!SPC GA E     -   0.99996568  x   1.00001738  =   0.99998306
 ED1561!UTM  17      -   0.99996568  x   1.00011859  =   1.00008427
 ED1561
 ED1561:                Primary Azimuth Mark                     Grid Az
 ED1561:SPC GA E     -  ROYSTON MUN TANK                         040 12 38.3
 ED1561:UTM  17      -  ROYSTON MUN TANK                         040 51 59.0
 ED1561
 ED1561|---------------------------------------------------------------------|
 ED1561| PID    Reference Object                     Distance      Geod. Az  |
 ED1561|                                                           dddmmss.s |
 ED1561| ED1494 ROYSTON MUN TANK                    APPROX.16.0 KM 0393657.3 |
 ED1561| ED2872 BV 097 214 AZ MK                                   2813335.2 |
 ED1561|---------------------------------------------------------------------|
 ED1561
 ED1561                          SUPERSEDED SURVEY CONTROL
 ED1561
 ED1561  NAD 83(1986)-  34 10 29.29736(N)    083 13 31.29409(W) AD(       ) 2
 ED1561  NAD 27      -  34 10 28.90195(N)    083 13 31.74941(W) AD(       ) 2
 ED1561  NGVD 29 (07/19/86)  248.3    (m)          815.     (f) VERT ANG       
 ED1561
 ED1561.Superseded values are not recommended for survey control.
 ED1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1561.See file dsdata.txt to determine how the superseded data were derived.
 ED1561
 ED1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9489683776(NAD 83)
 ED1561_MARKER: DD = SURVEY DISK
 ED1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1561
 ED1561  HISTORY     - Date     Condition        Report By
 ED1561  HISTORY     - 1975     MONUMENTED       GADT
 ED1561
 ED1561                          STATION DESCRIPTION
 ED1561
 ED1561'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1561'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH OF
 ED1561'DANIELSVILLE, 4 MILES SOUTHEAST OF POCATALIGO, AND 8 MILES SOUTH
 ED1561'OF SANDY CROSS ON COUNTY RIGHT OF WAY.
 ED1561'
 ED1561'TO REACH THE STATION FROM THE COURTHOUSE IN DANIELSVILLE AT THE
 ED1561'JUNCTION OF U.S. HIGHWAY 29 (STATE ROUTE 8) AND STATE ROUTE 98,
 ED1561'GO NORTH ALONG U.S. HIGHWAY 29 FOR 1.6 MILES TO THE JUNCTION OF
 ED1561'STATE ROUTE 281 TO THE RIGHT.  CONTINUE GOING NORTH ALONG
 ED1561'U.S. HIGHWAY 29 FOR 1.95 MILES TO THE JUNCTION OF MACEDONIA
 ED1561'ROAD (COUNTY ROAD 77) TO THE LEFT.  TURN LEFT, GOING WEST ALONG
 ED1561'MACEDONIA ROAD FOR 1.2 MILES TO THE JUNCTION OF CAREY HILL
 ED1561'ROAD (COUNTY ROAD 60) CROSSING.  CONTINUE GOING WEST ALONG
 ED1561'COUNTY ROAD 77 (NOW CALLED HANDLE-NASH ROAD) FOR 0.15 MILE TO
 ED1561'THE STATION ON THE LEFT.
 ED1561'
 ED1561'THE STATION IS LOCATED 37 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED1561'OF MACEDONIA ROAD, 58.9 FEET WEST-NORTHWEST OF A POWER POLE,
 ED1561'125.0 FEET SOUTHWEST OF A TELEPHONE POLE ON THE NORTH SIDE OF
 ED1561'THE ROAD, 108.2 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 ED1561'PEDESTAL ATTACHED TO A TELEPHONE POLE ON THE NORTH SIDE OF THE
 ED1561'ROAD, 119.0 FEET WEST-SOUTHWEST OF THE WESTERNMOST PULL POST OF
 ED1561'A BRACE IN A FENCELINE ON THE NORTH SIDE OF THE ROAD, 138.3
 ED1561'FEET WEST-SOUTHWEST OF A RAILWAY RAIL PROTRUDING 3 FEET ABOVE
 ED1561'GROUND SURFACE USED AS A PROPERTY LINE MARKER ON THE NORTH
 ED1561'SIDE OF THE ROAD, AND 2.6 FEET NORTH-NORTHEAST OF A WITNESS
 ED1561'POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 ED1561'097-214 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1561'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1561'UNDERGROUND STATION IS A STANDARD DISK STAMPED 097-214 1975,
 ED1561'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW
 ED1561'THE SURFACE OF THE GROUND.
 ED1561'
 ED1561'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 ED1561'ALONG HANDLE-NASH ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 ED1561'RIGHT.  IT IS LOCATED 37 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ED1561'OF THE ROAD, 55 FEET NORTHWEST OF THE POINT OF INTERSECTION OF
 ED1561'THE CENTERLINES OF THE ROAD AND A DIRT DRIVEWAY TO THE SOUTH,
 ED1561'52 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 ED1561'CENTERLINES OF THE ROAD AND ANOTHER DIRT DRIVEWAY TO THE SOUTH,
 ED1561'85.0 FEET SOUTHEAST OF THE EASTERNMOST POST OF A METAL GATE
 ED1561'IN A FENCELINE, 67.6 FEET NORTH-NORTHEAST OF AN UNDERGROUND
 ED1561'TELEPHONE CABLE PEDESTAL ATTACHED TO A TELEPHONE POLE
 ED1561'LOCATED ON THE SOUTH SIDE OF THE ROAD, AND 4.5 FEET
 ED1561'SOUTH-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT
 ED1561'IS A STANDARD DISK STAMPED 097-214 1975 AZMK, SET IN THE TOP OF
 ED1561'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 ED1561'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1550 ***********************************************************************
 ED1550  DESIGNATION -  BV 097 217
 ED1550  PID         -  ED1550
 ED1550  STATE/COUNTY-  GA/MADISON
 ED1550  USGS QUAD   -  DANIELSVILLE SOUTH (1972)
 ED1550
 ED1550                         *CURRENT SURVEY CONTROL
 ED1550  ___________________________________________________________________
 ED1550* NAD 83(1994)-  34 03 44.64645(N)    083 08 07.59456(W)     ADJUSTED  
 ED1550* NAVD 88     -       208.     (meters)     682.     (feet)  VERTCON   
 ED1550  ___________________________________________________________________
 ED1550  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 ED1550  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 ED1550
 ED1550  HORZ ORDER  -  SECOND
 ED1550
 ED1550.The horizontal coordinates were established by classical geodetic methods
 ED1550.and adjusted by the National Geodetic Survey in September 1997..
 ED1550
 ED1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1550
 ED1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1550
 ED1550.The geoid height was determined by GEOID03.
 ED1550
 ED1550;                    North         East     Units Scale Factor Converg.
 ED1550;SPC GA E     -   450,848.263   110,572.653   MT  0.99999855   -0 32 33.5
 ED1550;SPC GA E     - 1,479,158.01    362,770.45   sFT  0.99999855   -0 32 33.5
 ED1550;UTM  17      - 3,771,132.559   302,923.654   MT  1.00007880   -1 11 47.2
 ED1550
 ED1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1550!SPC GA E     -   0.99997196  x   0.99999855  =   0.99997051
 ED1550!UTM  17      -   0.99997196  x   1.00007880  =   1.00005076
 ED1550
 ED1550:                Primary Azimuth Mark                     Grid Az
 ED1550:SPC GA E     -  ESTES 2                                  209 30 24.5
 ED1550:UTM  17      -  ESTES 2                                  210 09 38.2
 ED1550
 ED1550|---------------------------------------------------------------------|
 ED1550| PID    Reference Object                     Distance      Geod. Az  |
 ED1550|                                                           dddmmss.s |
 ED1550| ED1540 ESTES 2                             APPROX. 7.4 KM 2085751.0 |
 ED1550| ED1551 BV 097 217 GADT 1976 PTA             27.670 METERS 35004     |
 ED1550|---------------------------------------------------------------------|
 ED1550
 ED1550                          SUPERSEDED SURVEY CONTROL
 ED1550
 ED1550  NAD 83(1986)-  34 03 44.65362(N)    083 08 07.59365(W) AD(       ) 2
 ED1550  NAD 27      -  34 03 44.25420(N)    083 08 08.05828(W) AD(       ) 2
 ED1550  NGVD 29 (07/19/86)  208.     (m)          682.     (f) VERT ANG       
 ED1550
 ED1550.Superseded values are not recommended for survey control.
 ED1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1550.See file dsdata.txt to determine how the superseded data were derived.
 ED1550
 ED1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0292471133(NAD 83)
 ED1550_MARKER: DD = SURVEY DISK
 ED1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1550
 ED1550  HISTORY     - Date     Condition        Report By
 ED1550  HISTORY     - 1976     MONUMENTED       GADT
 ED1550
 ED1550                          STATION DESCRIPTION
 ED1550
 ED1550'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED1550'THE STATION IS LOCATED IN COMER ON THE PROPERTY OF C.F. LATIMER.
 ED1550'
 ED1550'TO REACH THE STATION FROM THE U.S. POST OFFICE LOCATED AT THE
 ED1550'JUNCTION OF STATE ROUTES 98 AND 72 IN COMER, GO WEST ALONG STATE
 ED1550'ROUTE 72 FOR 0.3 MILE TO THE JUNCTION OF MEADOW STREET (COUNTY
 ED1550'ROAD 274) TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG MEADOW
 ED1550'STREET FOR 0.25 MILE TO THE STATION ON THE LEFT.
 ED1550'
 ED1550'THE STATION IS LOCATED 24.5 FEET EAST OF THE CENTERLINE OF
 ED1550'MEADOW STREET, 18.0 FEET NORTH OF THE NORTHERNMOST GATE POST OF
 ED1550'A METAL GATE IN A FENCELINE, 144 FEET SOUTH OF THE POINT OF
 ED1550'INTERSECTION OF THE CENTERLINES OF MEADOW STREET AND A DIRT
 ED1550'DRIVEWAY TO THE C.F. LATIMER RESIDENCE TO THE WEST, 155.0 FEET
 ED1550'SOUTH-SOUTHEAST OF A FENCE CORNER POST AND METAL GATE POST ON
 ED1550'THE NORTH SIDE OF THE LATIMER DRIVEWAY, 105.0 FEET SOUTHEAST OF
 ED1550'THE SOUTHEASTERNMOST POST OF A METAL GATE LOCATED DIAGONALLY
 ED1550'ACROSS AN ACUTE JUNCTION OF FENCELINES ON THE SOUTH SIDE OF
 ED1550'THE DRIVEWAY, AND 1.9 FEET WEST OF A WITNESS POST SET AT A
 ED1550'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 097-217 1976,
 ED1550'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1550'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1550'STATION IS A STANDARD DISK STAMPED 097-217 1976, SET IN AN
 ED1550'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE
 ED1550'SURFACE OF THE GROUND.
 ED1550'
 ED1550'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 ED1550'ALONG MEADOW STREET FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1550'LOCATED 32 FEET WEST OF THE CENTERLINE OF MEADOW STREET, 34 FEET
 ED1550'WEST-NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 ED1550'MEADOW STREET AND AN UNNAMED DIRT CITY STREET TO THE SOUTHEAST,
 ED1550'50.5 FEET NORTH-NORTHEAST OF A FENCE CORNER POST AT AN OBLIQUE
 ED1550'ANGLE IN A FENCELINE PARALLEL WITH THE ROAD, 17.6 FEET
 ED1550'NORTHEAST OF A POWER POLE, AND 3.8 FEET EAST OF A WITNESS POST
 ED1550'SET AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 097-217
 ED1550'1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1550'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1754 ***********************************************************************
 CM1754  DESIGNATION -  BV 098 200 GADT 1973
 CM1754  PID         -  CM1754
 CM1754  STATE/COUNTY-  GA/MARION
 CM1754  USGS QUAD   -  BUENA VISTA (1973)
 CM1754
 CM1754                         *CURRENT SURVEY CONTROL
 CM1754  ___________________________________________________________________
 CM1754* NAD 83(1994)-  32 17 25.97706(N)    084 32 07.00696(W)     ADJUSTED  
 CM1754* NAVD 88     -       206.0    (meters)     676.     (feet)  VERTCON   
 CM1754  ___________________________________________________________________
 CM1754  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CM1754  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CM1754
 CM1754  HORZ ORDER  -  SECOND
 CM1754
 CM1754.The horizontal coordinates were established by classical geodetic methods
 CM1754.and adjusted by the National Geodetic Survey in September 1997..
 CM1754
 CM1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1754
 CM1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1754
 CM1754.The geoid height was determined by GEOID03.
 CM1754
 CM1754;                    North         East     Units Scale Factor Converg.
 CM1754;SPC GA W     -   253,992.113   665,282.251   MT  0.99991486   -0 11 48.9
 CM1754;SPC GA W     -   833,305.79  2,182,680.19   sFT  0.99991486   -0 11 48.9
 CM1754;UTM  16      - 3,575,309.511   732,099.830   MT  1.00026437   +1 19 02.2
 CM1754
 CM1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1754!SPC GA W     -   0.99997176  x   0.99991486  =   0.99988662
 CM1754!UTM  16      -   0.99997176  x   1.00026437  =   1.00023612
 CM1754
 CM1754:                Primary Azimuth Mark                     Grid Az
 CM1754:SPC GA W     -  DUKE                                     256 45 10.9
 CM1754:UTM  16      -  DUKE                                     255 14 19.8
 CM1754
 CM1754|---------------------------------------------------------------------|
 CM1754| PID    Reference Object                     Distance      Geod. Az  |
 CM1754|                                                           dddmmss.s |
 CM1754| CM1756 DUKE                                APPROX. 8.6 KM 2563322.0 |
 CM1754| CM1917 CUSETTA TV STA WTVM MAST            APPROX.23.3 KM 2790807.6 |
 CM1754|---------------------------------------------------------------------|
 CM1754
 CM1754                          SUPERSEDED SURVEY CONTROL
 CM1754
 CM1754  NAD 83(1994)-  32 17 25.98144(N)    084 32 07.00650(W) AD(       ) 2
 CM1754  NAD 83(1986)-  32 17 25.98154(N)    084 32 07.00668(W) AD(       ) 2
 CM1754  NAD 27      -  32 17 25.43210(N)    084 32 07.29959(W) AD(       ) 2
 CM1754  NGVD 29 (07/19/86)  206.1    (m)          676.     (f) VERT ANG       
 CM1754
 CM1754.Superseded values are not recommended for survey control.
 CM1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1754.See file dsdata.txt to determine how the superseded data were derived.
 CM1754
 CM1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3210075310(NAD 83)
 CM1754_MARKER: DD = SURVEY DISK
 CM1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1754+STABILITY: SURFACE MOTION
 CM1754
 CM1754  HISTORY     - Date     Condition        Report By
 CM1754  HISTORY     - 1973     MONUMENTED       GADT
 CM1754
 CM1754                          STATION DESCRIPTION
 CM1754
 CM1754'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1754'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF
 CM1754'BUENA VISTA, 11.7 MILES SOUTHEAST OF CUSSETA, AND 11.1 MILES
 CM1754'NORTHEAST OF RENFROE.
 CM1754'
 CM1754'TO REACH THE STATION FROM THE INTERSECTION OF GA 41 AND GA 26
 CM1754'AND THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN BUENA VISTA,
 CM1754'GO SOUTH ALONG GA 41 FOR 0.72 MILE TO THE INTERSECTION OF PAVED
 CM1754'COUNTY ROAD NO. S-640 ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST
 CM1754'ON THE PAVED ROAD FOR 1.42 MILES TO A FIELD ROAD ON THE RIGHT,
 CM1754'TURN RIGHT AND GO ALONG THE FIELD ROAD FOR 0.03 MILE TO THE
 CM1754'STATION ON THE RIGHT.
 CM1754'
 CM1754'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1754'DEPARTMENT, STAMPED 098-200.  THE SURFACE DISK IS SET IN THE TOP
 CM1754'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1754'THE GROUND.  IT IS 194.5 FEET NORTHWEST OF A POWER POLE, 32.4
 CM1754'FEET EAST OF A FENCE, AND 26.3 FEET SOUTHWEST OF AN OAK TREE.
 CM1754'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.8
 CM1754'FEET BELOW THE SURFACE MARK.
 CM1754'
 CM1754'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1758 ***********************************************************************
 CM1758  DESIGNATION -  BV 098 201
 CM1758  PID         -  CM1758
 CM1758  STATE/COUNTY-  GA/MARION
 CM1758  USGS QUAD   -  BUENA VISTA (1973)
 CM1758
 CM1758                         *CURRENT SURVEY CONTROL
 CM1758  ___________________________________________________________________
 CM1758* NAD 83(1994)-  32 15 42.65087(N)    084 33 31.85698(W)     ADJUSTED  
 CM1758* NAVD 88     -       193.3    (meters)     634.     (feet)  VERTCON   
 CM1758  ___________________________________________________________________
 CM1758  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CM1758  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CM1758
 CM1758  HORZ ORDER  -  SECOND
 CM1758
 CM1758.The horizontal coordinates were established by classical geodetic methods
 CM1758.and adjusted by the National Geodetic Survey in September 1997..
 CM1758
 CM1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1758
 CM1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1758
 CM1758.The geoid height was determined by GEOID03.
 CM1758
 CM1758;                    North         East     Units Scale Factor Converg.
 CM1758;SPC GA W     -   250,817.491   663,050.719   MT  0.99991683   -0 12 33.6
 CM1758;SPC GA W     -   822,890.39  2,175,358.90   sFT  0.99991683   -0 12 33.6
 CM1758;UTM  16      - 3,572,075.947   729,952.196   MT  1.00025213   +1 18 13.1
 CM1758
 CM1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1758!SPC GA W     -   0.99997375  x   0.99991683  =   0.99989058
 CM1758!UTM  16      -   0.99997375  x   1.00025213  =   1.00022588
 CM1758
 CM1758:                Primary Azimuth Mark                     Grid Az
 CM1758:SPC GA W     -  BV 098 201 AZ MK                         056 35 02.7
 CM1758:UTM  16      -  BV 098 201 AZ MK                         055 04 16.0
 CM1758
 CM1758|---------------------------------------------------------------------|
 CM1758| PID    Reference Object                     Distance      Geod. Az  |
 CM1758|                                                           dddmmss.s |
 CM1758| CY8480 BV 098 201 AZ MK                                   0562229.1 |
 CM1758|---------------------------------------------------------------------|
 CM1758
 CM1758                          SUPERSEDED SURVEY CONTROL
 CM1758
 CM1758  NAD 83(1994)-  32 15 42.65531(N)    084 33 31.85651(W) AD(       ) 2
 CM1758  NAD 83(1986)-  32 15 42.65541(N)    084 33 31.85669(W) AD(       ) 2
 CM1758  NAD 27      -  32 15 42.10424(N)    084 33 32.14852(W) AD(       ) 2
 CM1758  NGVD 29 (07/19/86)  193.4    (m)          635.     (f) VERT ANG       
 CM1758
 CM1758.Superseded values are not recommended for survey control.
 CM1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1758.See file dsdata.txt to determine how the superseded data were derived.
 CM1758
 CM1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2995272076(NAD 83)
 CM1758_MARKER: DD = SURVEY DISK
 CM1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1758
 CM1758  HISTORY     - Date     Condition        Report By
 CM1758  HISTORY     - 1972     MONUMENTED       GADT
 CM1758
 CM1758                          STATION DESCRIPTION
 CM1758
 CM1758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (RS)
 CM1758'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES SOUTHWEST OF
 CM1758'BUENA VISTA AND APPROXIMATELY 12.8 MILES SOUTHEAST OF CUSSETA
 CM1758'AND APPROXIMATELY 9.2 MILES NORTHEAST OF RENFROE.
 CM1758'
 CM1758'TO REACH THE STATION FROM THE JUNCTION OF GA 41 AND GA 26 AT THE
 CM1758'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN BUENA VISTA, GO
 CM1758'SOUTH ALONG GA 41 FOR 0.72 MILE TO A PAVED SIDE ROAD NO. S-640
 CM1758'ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ALONG PAVED COUNTY
 CM1758'ROAD NO. S-640 FOR 3.70 MILES TO BROWNS CHAPEL ON THE LEFT, THE
 CM1758'STATION IS LOCATED ON THE RIGHT SIDE OF THE FIRST ENTRANCE TO
 CM1758'THE CHURCH.
 CM1758'
 CM1758'THE STATION MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1758'DEPARTMENT, STAMPED 098-201.  THE SURFACE DISK IS SET IN THE
 CM1758'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1758'THE GROUND.  IT IS 17.0 FEET WEST OF THE FIRST ENTRANCE, 188.0
 CM1758'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 CM1758'AND 51.4 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD NO.
 CM1758'S-640.
 CM1758'
 CM1758'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST
 CM1758'ALONG PAVED COUNTY ROAD NO. S-640 FOR 0.70 MILE TO THE AZIMUTH
 CM1758'MARK ON THE RIGHT.  IT IS 200.0 FEET EAST OF THE POINT OF CURVE,
 CM1758'35.4 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD NO. S-640
 CM1758'AND 147.3 FEET SOUTHWEST OF A FENCE CORNER.  THE AZIMUTH MARK IS
 CM1758'A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT, STAMPED
 CM1758'AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT.
 CM1758'
 CM1758'HEIGHT OF LIGHT ABOVE STATION MARK 0.96 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1755 ***********************************************************************
 CM1755  DESIGNATION -  BV 098 202 GAHD 1973
 CM1755  PID         -  CM1755
 CM1755  STATE/COUNTY-  GA/MARION
 CM1755  USGS QUAD   -  BUENA VISTA (1973)
 CM1755
 CM1755                         *CURRENT SURVEY CONTROL
 CM1755  ___________________________________________________________________
 CM1755* NAD 83(1994)-  32 19 38.30142(N)    084 31 32.85479(W)     ADJUSTED  
 CM1755* NAVD 88     -       213.7    (meters)     701.     (feet)  VERTCON   
 CM1755  ___________________________________________________________________
 CM1755  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CM1755  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM1755
 CM1755  HORZ ORDER  -  SECOND
 CM1755
 CM1755.The horizontal coordinates were established by classical geodetic methods
 CM1755.and adjusted by the National Geodetic Survey in September 1997..
 CM1755
 CM1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1755
 CM1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1755
 CM1755.The geoid height was determined by GEOID03.
 CM1755
 CM1755;                    North         East     Units Scale Factor Converg.
 CM1755;SPC GA W     -   258,064.748   666,189.414   MT  0.99991409   -0 11 31.4
 CM1755;SPC GA W     -   846,667.43  2,185,656.44   sFT  0.99991409   -0 11 31.4
 CM1755;UTM  16      - 3,579,406.149   732,899.285   MT  1.00026895   +1 19 25.3
 CM1755
 CM1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1755!SPC GA W     -   0.99997056  x   0.99991409  =   0.99988465
 CM1755!UTM  16      -   0.99997056  x   1.00026895  =   1.00023950
 CM1755
 CM1755:                Primary Azimuth Mark                     Grid Az
 CM1755:SPC GA W     -  CUSETTA TV STA WTVM MAST                 269 16 53.8
 CM1755:UTM  16      -  CUSETTA TV STA WTVM MAST                 267 45 57.1
 CM1755
 CM1755|---------------------------------------------------------------------|
 CM1755| PID    Reference Object                     Distance      Geod. Az  |
 CM1755|                                                           dddmmss.s |
 CM1755| CM1917 CUSETTA TV STA WTVM MAST            APPROX.23.9 KM 2690522.4 |
 CM1755| CM1761 DANIELS                             APPROX.12.5 KM 2781741.5 |
 CM1755|---------------------------------------------------------------------|
 CM1755
 CM1755                          SUPERSEDED SURVEY CONTROL
 CM1755
 CM1755  NAD 83(1994)-  32 19 38.30592(N)    084 31 32.85441(W) AD(       ) 2
 CM1755  NAD 83(1986)-  32 19 38.30606(N)    084 31 32.85461(W) AD(       ) 2
 CM1755  NAD 27      -  32 19 37.76117(N)    084 31 33.14763(W) AD(       ) 2
 CM1755  NGVD 29 (07/19/86)  213.8    (m)          701.     (f) VERT ANG       
 CM1755
 CM1755.Superseded values are not recommended for survey control.
 CM1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1755.See file dsdata.txt to determine how the superseded data were derived.
 CM1755
 CM1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3289979406(NAD 83)
 CM1755_MARKER: DD = SURVEY DISK
 CM1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1755+STABILITY: SURFACE MOTION
 CM1755
 CM1755  HISTORY     - Date     Condition        Report By
 CM1755  HISTORY     - 1973     MONUMENTED       GADT
 CM1755
 CM1755                          STATION DESCRIPTION
 CM1755
 CM1755'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1755'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTHWEST OF BUENA
 CM1755'VISTA, 12.3 MILES NORTHEAST OF CUSSETA, AND 12.7 MILES NORTHEAST
 CM1755'OF RENFROE.
 CM1755'
 CM1755'TO REACH THE STATION FROM THE INTERSECTION OF GA 41 AND THE
 CM1755'NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN BUENA VISTA, GO
 CM1755'NORTH ALONG GA 41 FOR 0.89 MILE TO THE SOUTH ENTRANCE OF THE MARION
 CM1755'COUNTY MEMORIAL HOSPITAL ON THE LEFT, TURN LEFT AND GO ALONG THE
 CM1755'ENTRANCE FOR 0.02 MILE TO THE STATION ON THE LEFT.
 CM1755'
 CM1755'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1755'DEPARTMENT, STAMPED 098-202.  THE SURFACE DISK IS SET IN THE
 CM1755'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CM1755'WITH THE GROUND.  IT IS 13.4 FEET NORTH OF A FENCE, 168.4 FEET
 CM1755'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOSPITAL BUILDING, AND
 CM1755'143.25 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 CM1755'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 CM1755'IS 2.75 FEET BELOW THE SURFACE DISK.
 CM1755'
 CM1755'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1760 ***********************************************************************
 CM1760  DESIGNATION -  BV 098 203 GAHD 1973
 CM1760  PID         -  CM1760
 CM1760  STATE/COUNTY-  GA/MARION
 CM1760  USGS QUAD   -  BUENA VISTA (1973)
 CM1760
 CM1760                         *CURRENT SURVEY CONTROL
 CM1760  ___________________________________________________________________
 CM1760* NAD 83(1994)-  32 22 13.91628(N)    084 35 39.87097(W)     ADJUSTED  
 CM1760* NAVD 88     -       214.6    (meters)     704.     (feet)  VERTCON   
 CM1760  ___________________________________________________________________
 CM1760  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CM1760  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CM1760
 CM1760  HORZ ORDER  -  SECOND
 CM1760
 CM1760.The horizontal coordinates were established by classical geodetic methods
 CM1760.and adjusted by the National Geodetic Survey in September 1997..
 CM1760
 CM1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1760
 CM1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1760
 CM1760.The geoid height was determined by GEOID03.
 CM1760
 CM1760;                    North         East     Units Scale Factor Converg.
 CM1760;SPC GA W     -   262,881.545   659,748.576   MT  0.99991997   -0 13 44.4
 CM1760;SPC GA W     -   862,470.54  2,164,525.12   sFT  0.99991997   -0 13 44.4
 CM1760;UTM  16      - 3,584,052.338   726,331.029   MT  1.00023174   +1 17 18.5
 CM1760
 CM1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1760!SPC GA W     -   0.99997044  x   0.99991997  =   0.99989041
 CM1760!UTM  16      -   0.99997044  x   1.00023174  =   1.00020217
 CM1760
 CM1760:                Primary Azimuth Mark                     Grid Az
 CM1760:SPC GA W     -  BUENA VISTA LOT                          139 55 26.6
 CM1760:UTM  16      -  BUENA VISTA LOT                          138 24 23.7
 CM1760
 CM1760|---------------------------------------------------------------------|
 CM1760| PID    Reference Object                     Distance      Geod. Az  |
 CM1760|                                                           dddmmss.s |
 CM1760| CM1753 BUENA VISTA LOT                     APPROX.10.0 KM 1394142.2 |
 CM1760| CM1751 BUENA                               APPROX.11.7 KM 1402041.1 |
 CM1760| CM1917 CUSETTA TV STA WTVM MAST            APPROX.18.2 KM 2532437.8 |
 CM1760| CM1784 UNION SOUTHERN RWY MICROWAVE        APPROX. 5.0 KM 2564214.9 |
 CM1760|---------------------------------------------------------------------|
 CM1760
 CM1760                          SUPERSEDED SURVEY CONTROL
 CM1760
 CM1760  NAD 83(1994)-  32 22 13.92045(N)    084 35 39.87059(W) AD(       ) 2
 CM1760  NAD 83(1986)-  32 22 13.92075(N)    084 35 39.87084(W) AD(       ) 2
 CM1760  NAD 27      -  32 22 13.38531(N)    084 35 40.15698(W) AD(       ) 2
 CM1760  NGVD 29 (07/19/86)  214.7    (m)          704.     (f) VERT ANG       
 CM1760
 CM1760.Superseded values are not recommended for survey control.
 CM1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1760.See file dsdata.txt to determine how the superseded data were derived.
 CM1760
 CM1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2633184052(NAD 83)
 CM1760_MARKER: DD = SURVEY DISK
 CM1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1760+STABILITY: SURFACE MOTION
 CM1760
 CM1760  HISTORY     - Date     Condition        Report By
 CM1760  HISTORY     - 1973     MONUMENTED       GADT
 CM1760
 CM1760                          STATION DESCRIPTION
 CM1760
 CM1760'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1760'THE STATION IS ABOUT 5.7 MILES NORTHWEST OF BUENA VISTA, 11.3
 CM1760'MILES NORTHEAST OF CUSSETA AND 11.8 MILES NORTHEAST OF RENFROE.
 CM1760'
 CM1760'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CM1760'SQUARE IN BUENA VISTA, GO NORTH ON STATE HIGHWAY 41 FOR 1.2 MILES
 CM1760'TO THE INTERSECTION WITH STATE HIGHWAY 137 ON THE LEFT.  CONTINUE
 CM1760'NORTH ON HIGHWAY 41 FOR 2.5 MILES TO THE INTERSECTION WITH STATE
 CM1760'HIGHWAY 352 ON THE LEFT.  TURN LEFT AND GO WEST ON HIGHWAY 352
 CM1760'FOR 0.9 MILE TO THE INTERSECTION WITH COUNTY ROAD 80 ON THE
 CM1760'LEFT.  TURN LEFT AND GO NORTH ON ROAD 80 FOR 2.15 MILES TO A
 CM1760'SHARP CURVE TO THE LEFT AND THE STATION ON THE RIGHT.
 CM1760'
 CM1760'STATION MARKS ARE STANDARD DISKS OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1760'STAMPED 098-203.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH
 CM1760'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 CM1760'IS 2.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A SHED, 9.3 FEET
 CM1760'SOUTHWEST OF AN 8-INCH PINE TREE, 7.0 FEET WEST OF A FENCE AND
 CM1760'32.5 FEET NORTHWEST OF THE POINT OF TANGENT OF THE CURVE IN THE
 CM1760'ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 CM1760'CONCRETE 2.3 FEET BELOW THE GROUND SURFACE.
 CM1760'
 CM1760'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1722 ***********************************************************************
 CM1722  DESIGNATION -  BV 098 204
 CM1722  PID         -  CM1722
 CM1722  STATE/COUNTY-  GA/MARION
 CM1722  USGS QUAD   -  DRANEVILLE (1973)
 CM1722
 CM1722                         *CURRENT SURVEY CONTROL
 CM1722  ___________________________________________________________________
 CM1722* NAD 83(1994)-  32 12 38.12282(N)    084 28 02.61907(W)     ADJUSTED  
 CM1722* NAVD 88     -       185.9    (meters)     610.     (feet)  VERTCON   
 CM1722  ___________________________________________________________________
 CM1722  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CM1722  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CM1722
 CM1722  HORZ ORDER  -  SECOND
 CM1722
 CM1722.The horizontal coordinates were established by classical geodetic methods
 CM1722.and adjusted by the National Geodetic Survey in September 1997..
 CM1722
 CM1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1722
 CM1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1722
 CM1722.The geoid height was determined by GEOID03.
 CM1722
 CM1722;                    North         East     Units Scale Factor Converg.
 CM1722;SPC GA W     -   245,106.189   671,651.232   MT  0.99990991   -0 09 37.1
 CM1722;SPC GA W     -   804,152.56  2,203,575.75   sFT  0.99990991   -0 09 37.1
 CM1722;UTM  16      - 3,566,591.563   738,703.594   MT  1.00030273   +1 21 02.2
 CM1722
 CM1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1722!SPC GA W     -   0.99997492  x   0.99990991  =   0.99988483
 CM1722!UTM  16      -   0.99997492  x   1.00030273  =   1.00027764
 CM1722
 CM1722|---------------------------------------------------------------------|
 CM1722| PID    Reference Object                     Distance      Geod. Az  |
 CM1722|                                                           dddmmss.s |
 CM1722| CM1721 BV 098 204 GAHD 1973 PTA             31.219 METERS 08959     |
 CM1722| CY8481 BV 098 204 AZ MK                                   2273826.4 |
 CM1722|---------------------------------------------------------------------|
 CM1722
 CM1722                          SUPERSEDED SURVEY CONTROL
 CM1722
 CM1722  NAD 83(1986)-  32 12 38.12778(N)    084 28 02.61896(W) AD(       ) 2
 CM1722  NAD 27      -  32 12 37.56185(N)    084 28 02.92186(W) AD(       ) 2
 CM1722  NGVD 29 (07/19/86)  186.0    (m)          610.     (f) VERT ANG       
 CM1722
 CM1722.Superseded values are not recommended for survey control.
 CM1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1722.See file dsdata.txt to determine how the superseded data were derived.
 CM1722
 CM1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3870466592(NAD 83)
 CM1722_MARKER: DD = SURVEY DISK
 CM1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1722
 CM1722  HISTORY     - Date     Condition        Report By
 CM1722  HISTORY     - 1972     MONUMENTED       GADT
 CM1722
 CM1722                          STATION DESCRIPTION
 CM1722
 CM1722'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (RS)
 CM1722'THE STATION IS LOCATED APPROXIMATELY 8.0 MILES SOUTHEAST OF
 CM1722'BUENA VISTA, 10.8 MILES NORTHEAST OF PRESTON, AND 17.0 MILES
 CM1722'NORTHWEST OF AMERICUS.
 CM1722'
 CM1722'TO REACH THE STATION FROM THE INTERSECTION OF GA 41 AND GA 26
 CM1722'AT THE COURTHOUSE SQUARE IN BUENA VISTA, GO SOUTH ALONG GA 41
 CM1722'FOR 6.85 MILES TO THE INTERSECTION OF GA 30 ON THE LEFT, TURN
 CM1722'LEFT AND GO SOUTHEAST ALONG THE PAVED ROAD FOR 1.84 MILES TO THE
 CM1722'INTERSECTION OF PAVED COUNTY ROAD NO. S-1167 ON THE LEFT, TURN
 CM1722'LEFT AND GO EAST ALONG THE COUNTY ROAD FOR 0.83 MILE TO THE
 CM1722'STATION ON THE LEFT.
 CM1722'
 CM1722'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 CM1722'DEPARTMENT, STAMPED 098-204.  THE SURFACE DISK IS SET IN THE TOP
 CM1722'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1722'THE GROUND.  IT IS 11.0 FEET NORTHEAST OF A POWER POLE, 43.4
 CM1722'FEET NORTH OF THE CENTERLINE OF COUNTY ROAD NO. S-1167, AND 135.0
 CM1722'FEET NORTHWEST OF THE WEST END OF A CONCRETE PIPE.  THE
 CM1722'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.4
 CM1722'FEET BELOW THE SURFACE DISK.
 CM1722'
 CM1722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 CM1722'PAVED ROAD FOR 0.25 MILE TO A DIRT DRIVE-WAY ON THE LEFT, TURN
 CM1722'LEFT AND GO ALONG THE DRIVE TO A POWER POLE ON THE LEFT AND THE
 CM1722'AZIMUTH MARK IS LOCATED NEAR THE POWER POLE.  IT IS 3.5 FEET EAST
 CM1722'OF THE POWER POLE, 167.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 CM1722'ROAD NO. 1167, 55.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 CM1722'A HOUSE, 119.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CM1722'SHED.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE
 CM1722'GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A
 CM1722'10-INCH CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.
 CM1722'
 CM1722'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1782 ***********************************************************************
 CM1782  DESIGNATION -  BV 098 205 GAHD 1973
 CM1782  PID         -  CM1782
 CM1782  STATE/COUNTY-  GA/MARION
 CM1782  USGS QUAD   -  GLEN ALTA (1983)
 CM1782
 CM1782                         *CURRENT SURVEY CONTROL
 CM1782  ___________________________________________________________________
 CM1782* NAD 83(1994)-  32 17 20.68721(N)    084 37 43.33180(W)     ADJUSTED  
 CM1782* NAVD 88     -       192.5    (meters)     632.     (feet)  VERTCON   
 CM1782  ___________________________________________________________________
 CM1782  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CM1782  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CM1782
 CM1782  HORZ ORDER  -  SECOND
 CM1782
 CM1782.The horizontal coordinates were established by classical geodetic methods
 CM1782.and adjusted by the National Geodetic Survey in September 1997..
 CM1782
 CM1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1782
 CM1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1782
 CM1782.The geoid height was determined by GEOID03.
 CM1782
 CM1782;                    North         East     Units Scale Factor Converg.
 CM1782;SPC GA W     -   253,863.257   656,482.394   MT  0.99992335   -0 14 48.6
 CM1782;SPC GA W     -   832,883.04  2,153,809.32   sFT  0.99992335   -0 14 48.6
 CM1782;UTM  16      - 3,574,948.061   723,303.631   MT  1.00021496   +1 16 02.1
 CM1782
 CM1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1782!SPC GA W     -   0.99997389  x   0.99992335  =   0.99989724
 CM1782!UTM  16      -   0.99997389  x   1.00021496  =   1.00018884
 CM1782
 CM1782:                Primary Azimuth Mark                     Grid Az
 CM1782:SPC GA W     -  BUENA VISTA MUN TANK                     072 28 57.1
 CM1782:UTM  16      -  BUENA VISTA MUN TANK                     070 58 06.4
 CM1782
 CM1782|---------------------------------------------------------------------|
 CM1782| PID    Reference Object                     Distance      Geod. Az  |
 CM1782|                                                           dddmmss.s |
 CM1782| CM1757 BUENA VISTA MUN TANK                APPROX.11.1 KM 0721408.5 |
 CM1782| CM1759 BUENA VISTA SOU RWY MICROWAVE       APPROX.11.2 KM 0742307.9 |
 CM1782| CM1756 DUKE                                APPROX. 1.9 KM 1651716.0 |
 CM1782| CM1781 BV 098 205 GAHD 1973 PTA             29.383 METERS 21457     |
 CM1782|---------------------------------------------------------------------|
 CM1782
 CM1782                          SUPERSEDED SURVEY CONTROL
 CM1782
 CM1782  NAD 83(1994)-  32 17 20.69184(N)    084 37 43.33147(W) AD(       ) 2
 CM1782  NAD 83(1986)-  32 17 20.69184(N)    084 37 43.33169(W) AD(       ) 2
 CM1782  NAD 27      -  32 17 20.14730(N)    084 37 43.61706(W) AD(       ) 2
 CM1782  NGVD 29 (07/19/86)  192.6    (m)          632.     (f) VERT ANG       
 CM1782
 CM1782.Superseded values are not recommended for survey control.
 CM1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1782.See file dsdata.txt to determine how the superseded data were derived.
 CM1782
 CM1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2330474948(NAD 83)
 CM1782_MARKER: DD = SURVEY DISK
 CM1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1782+STABILITY: SURFACE MOTION
 CM1782
 CM1782  HISTORY     - Date     Condition        Report By
 CM1782  HISTORY     - 1972     MONUMENTED       GADT
 CM1782
 CM1782                          STATION DESCRIPTION
 CM1782
 CM1782'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (RS)
 CM1782'THE STATION IS LOCATED APPROXIMATELY 7.0 MILES SOUTHWEST OF BUENA
 CM1782'VISTA, 8.2 MILES SOUTHEAST OF CUSSETA, AND 2.6 MILES NORTHEAST OF
 CM1782'RENFROE AND ON THE RIGHT-OF-WAY OF COUNTY ROAD NO. 93.
 CM1782'
 CM1782'TO REACH THE STATION FROM THE INTERSECTION OF GA 41 AND GA 26 AND
 CM1782'THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN BUENA VISTA, GO
 CM1782'SOUTH ALONG GA 41 FOR 0.72 MILE TO PAVED COUNTY ROAD NO. S-640
 CM1782'ON THE RIGHT, TURN RIGHT AND GO SOUTHWEST ON PAVED ROAD FOR 7.35
 CM1782'MILES TO DIRT COUNTY ROAD NO. 93 ON THE RIGHT, TURN RIGHT AND GO
 CM1782'NORTH ON DIRT ROAD FOR 2.70 MILES TO THE STATION ON THE LEFT ON
 CM1782'THE RIGHT-OF-WAY OF COUNTY ROAD NO. 93.
 CM1782'
 CM1782'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1782'DEPARTMENT, STAMPED 098-205.  THE SURFACE DISK IS SET IN THE
 CM1782'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1782'THE GROUND.  IT IS 6.2 FEET WEST OF A POWER POLE, 25.0 FEET
 CM1782'NORTHEAST OF THE CENTERLINE OF THE WOODS ROAD, AND 61.0 FEET
 CM1782'NORTH OF THE CENTERLINE OF THE DIRT ROAD.  THE UNDERGROUND DISK
 CM1782'IS SET IN AN IRREGULAR MASS OF CONCRETE 3.20 FEET BELOW THE
 CM1782'SURFACE DISK.
 CM1782'
 CM1782'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1790 ***********************************************************************
 CM1790  DESIGNATION -  BV 098 206 GAHD 1973
 CM1790  PID         -  CM1790
 CM1790  STATE/COUNTY-  GA/MARION
 CM1790  USGS QUAD   -  CHURCH HILL (1981)
 CM1790
 CM1790                         *CURRENT SURVEY CONTROL
 CM1790  ___________________________________________________________________
 CM1790* NAD 83(1994)-  32 14 22.26949(N)    084 37 07.57355(W)     ADJUSTED  
 CM1790* NAVD 88     -       188.0    (meters)     617.     (feet)  VERTCON   
 CM1790  ___________________________________________________________________
 CM1790  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CM1790  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CM1790
 CM1790  HORZ ORDER  -  SECOND
 CM1790
 CM1790.The horizontal coordinates were established by classical geodetic methods
 CM1790.and adjusted by the National Geodetic Survey in September 1997..
 CM1790
 CM1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1790
 CM1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1790
 CM1790.The geoid height was determined by GEOID03.
 CM1790
 CM1790;                    North         East     Units Scale Factor Converg.
 CM1790;SPC GA W     -   248,363.912   657,394.794   MT  0.99992238   -0 14 28.3
 CM1790;SPC GA W     -   814,840.60  2,156,802.75   sFT  0.99992238   -0 14 28.3
 CM1790;UTM  16      - 3,569,473.111   724,361.232   MT  1.00022081   +1 16 15.0
 CM1790
 CM1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1790!SPC GA W     -   0.99997458  x   0.99992238  =   0.99989696
 CM1790!UTM  16      -   0.99997458  x   1.00022081  =   1.00019538
 CM1790
 CM1790:                Primary Azimuth Mark                     Grid Az
 CM1790:SPC GA W     -  WELCH                                    116 03 37.4
 CM1790:UTM  16      -  WELCH                                    114 32 54.1
 CM1790
 CM1790|---------------------------------------------------------------------|
 CM1790| PID    Reference Object                     Distance      Geod. Az  |
 CM1790|                                                           dddmmss.s |
 CM1790| CM1788 WELCH                               APPROX. 8.9 KM 1154909.1 |
 CM1790| CM1791 BV 098 206 GAHD 1973 PTA             21.003 METERS 23047     |
 CM1790|---------------------------------------------------------------------|
 CM1790
 CM1790                          SUPERSEDED SURVEY CONTROL
 CM1790
 CM1790  NAD 83(1994)-  32 14 22.27456(N)    084 37 07.57313(W) AD(       ) 2
 CM1790  NAD 83(1986)-  32 14 22.27459(N)    084 37 07.57326(W) AD(       ) 2
 CM1790  NAD 27      -  32 14 21.72637(N)    084 37 07.85966(W) AD(       ) 2
 CM1790  NGVD 29 (07/19/86)  188.1    (m)          617.     (f) VERT ANG       
 CM1790
 CM1790.Superseded values are not recommended for survey control.
 CM1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1790.See file dsdata.txt to determine how the superseded data were derived.
 CM1790
 CM1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2436169473(NAD 83)
 CM1790_MARKER: DD = SURVEY DISK
 CM1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1790+STABILITY: SURFACE MOTION
 CM1790
 CM1790  HISTORY     - Date     Condition        Report By
 CM1790  HISTORY     - 1973     MONUMENTED       GADT
 CM1790
 CM1790                          STATION DESCRIPTION
 CM1790
 CM1790'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1790'THE STATION IS LOCATED APPROXIMATELY 8.1 MILES SOUTHWEST OF BUENA
 CM1790'VISTA, 9.9 MILES SOUTHEAST OF CUSSETA, AND 7.1 MILES NORTHEAST OF
 CM1790'PIERSON.
 CM1790'
 CM1790'TO REACH THE STATION FROM THE INTERSECTION OF GA. 41 AND GA. 26
 CM1790'AT THE COURTHOUSE SQUARE IN BUENA VISTA, GO SOUTH ALONG GA. 41 FOR
 CM1790'0.72 MILE TO THE INTERSECTION OF PAVED COUNTY ROAD NO. S-640 ON
 CM1790'THE RIGHT, TURN RIGHT AND GO WEST ALONG THE PAVED ROAD FOR 7.94
 CM1790'MILES TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 93 ON THE LEFT,
 CM1790'TURN LEFT AND GO SOUTH ALONG THE DIRT ROAD FOR 0.97 MILE TO A
 CM1790'FIELD ROAD ON THE LEFT, TURN LEFT AND GO EAST ALONG THE FIELD
 CM1790'ROAD FOR 0.16 MILE TO THE STATION ON THE RIGHT AT THE EDGE OF
 CM1790'THE ROAD.
 CM1790'
 CM1790'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 CM1790'DEPARTMENT, STAMPED 098-206.  THE SURFACE DISK IS SET IN THE TOP
 CM1790'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1790'GROUND.  IT IS 81.7 FEET EAST OF A POWER POLE, 74.9 FEET NORTHEAST
 CM1790'OF A BRICK CHIMNEY, 101.3 FEET SOUTHEAST OF A 15 IN WALNUT
 CM1790'TREE, AND 14.9 FEET SOUTH OF THE CENTERLINE OF THE FIELD
 CM1790'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CM1790'CONCRETE THAT IS 2.29 FEET BELOW THE SURFACE DISK.
 CM1790'
 CM1790'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1794 ***********************************************************************
 CM1794  DESIGNATION -  BV 098 207
 CM1794  PID         -  CM1794
 CM1794  STATE/COUNTY-  GA/MARION
 CM1794  USGS QUAD   -  CHURCH HILL (1981)
 CM1794
 CM1794                         *CURRENT SURVEY CONTROL
 CM1794  ___________________________________________________________________
 CM1794* NAD 83(1994)-  32 14 16.04749(N)    084 30 48.15467(W)     ADJUSTED  
 CM1794* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 CM1794  ___________________________________________________________________
 CM1794  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CM1794  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CM1794
 CM1794  HORZ ORDER  -  SECOND
 CM1794
 CM1794.The horizontal coordinates were established by classical geodetic methods
 CM1794.and adjusted by the National Geodetic Survey in September 1997..
 CM1794
 CM1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1794
 CM1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1794
 CM1794.The geoid height was determined by GEOID03.
 CM1794
 CM1794;                    North         East     Units Scale Factor Converg.
 CM1794;SPC GA W     -   248,135.337   667,326.334   MT  0.99991316   -0 11 05.8
 CM1794;SPC GA W     -   814,090.68  2,189,386.48   sFT  0.99991316   -0 11 05.8
 CM1794;UTM  16      - 3,569,506.684   734,298.635   MT  1.00027702   +1 19 37.4
 CM1794
 CM1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1794!SPC GA W     -   0.99997404  x   0.99991316  =   0.99988720
 CM1794!UTM  16      -   0.99997404  x   1.00027702  =   1.00025105
 CM1794
 CM1794:                Primary Azimuth Mark                     Grid Az
 CM1794:SPC GA W     -  BV 098 207 AZ MK                         029 43 03.1
 CM1794:UTM  16      -  BV 098 207 AZ MK                         028 12 19.9
 CM1794
 CM1794|---------------------------------------------------------------------|
 CM1794| PID    Reference Object                     Distance      Geod. Az  |
 CM1794|                                                           dddmmss.s |
 CM1794| CY8482 BV 098 207 AZ MK                                   0293157.3 |
 CM1794| CM1795 BV 098 207 GAHD 1973 PTA             28.093 METERS 25345     |
 CM1794|---------------------------------------------------------------------|
 CM1794
 CM1794                          SUPERSEDED SURVEY CONTROL
 CM1794
 CM1794  NAD 83(1994)-  32 14 16.05235(N)    084 30 48.15424(W) AD(       ) 2
 CM1794  NAD 83(1986)-  32 14 16.05238(N)    084 30 48.15436(W) AD(       ) 2
 CM1794  NAD 27      -  32 14 15.49492(N)    084 30 48.45158(W) AD(       ) 2
 CM1794  NGVD 29 (07/19/86)  191.6    (m)          629.     (f) VERT ANG       
 CM1794
 CM1794.Superseded values are not recommended for survey control.
 CM1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1794.See file dsdata.txt to determine how the superseded data were derived.
 CM1794
 CM1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3429969507(NAD 83)
 CM1794_MARKER: DD = SURVEY DISK
 CM1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1794
 CM1794  HISTORY     - Date     Condition        Report By
 CM1794  HISTORY     - 1973     MONUMENTED       GADT
 CM1794
 CM1794                          STATION DESCRIPTION
 CM1794
 CM1794'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1794'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES SOUTH OF BUENA
 CM1794'VISTA, 10.0 MILES NORTH OF PRESTON, AND 16.0 MILES NORTHWEST OF
 CM1794'PLAINS.
 CM1794'
 CM1794'TO REACH THE STATION FROM THE INTERSECTION OF GA. 41 AND GA. 26
 CM1794'AND THE COURTHOUSE SQUARE IN BUENA VISTA, GO SOUTH ALONG GA. 41
 CM1794'FOR 5.65 MILE S TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 102
 CM1794'ON THE RIGHT, TURN RIGHT AND GO WEST ALONG THE PAVED ROAD FOR
 CM1794'0.36 MILES TO A DIRT DRIVE ON THE LEFT, TURN LEFT AND GO SOUTH
 CM1794'ALONG THE DRIVE FOR 0.28 MILE TO THE STATION ON THE LEFT NEAR A
 CM1794'WALNUT TREE.
 CM1794'
 CM1794'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1794'DEPARTMENT, STAMPED 098-207.  THE SURFACE DISK IS SET IN THE TOP
 CM1794'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1794'GROUND.  IT IS 4.70 FEET SOUTH OF A WALNUT TREE, 122.0 FEET NORTH
 CM1794'OF A FENCE, 108.7 FEET SOUTHEAST OF THE EAST CORNER OF A HOUSE,
 CM1794'AND 110.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A HOUSE.  THE
 CM1794'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.2
 CM1794'FEET BELOW THE SURFACE MARK.
 CM1794'
 CM1794'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 CM1794'THE DIRT DRIVE FOR 0.28 MILE TO THE AZIMUTH MARK ON THE RIGHT AT
 CM1794'A FENCE CORNER.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE
 CM1794'GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A
 CM1794'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1794'GROUND.  IT IS 93.5 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 CM1794'NO. 102, 40.3 FEET FROM THE CENTERLINE OF THE DIRT DRIVE, AND
 CM1794'129.0 FEET SOUTHWEST OF A POWER POLE.
 CM1794'
 CM1794'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1797 ***********************************************************************
 CM1797  DESIGNATION -  BV 098 208
 CM1797  PID         -  CM1797
 CM1797  STATE/COUNTY-  GA/MARION
 CM1797  USGS QUAD   -  CHURCH HILL (1981)
 CM1797
 CM1797                         *CURRENT SURVEY CONTROL
 CM1797  ___________________________________________________________________
 CM1797* NAD 83(1994)-  32 10 19.65697(N)    084 30 20.00543(W)     ADJUSTED  
 CM1797* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 CM1797  ___________________________________________________________________
 CM1797  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CM1797  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CM1797
 CM1797  HORZ ORDER  -  SECOND
 CM1797
 CM1797.The horizontal coordinates were established by classical geodetic methods
 CM1797.and adjusted by the National Geodetic Survey in September 1997..
 CM1797
 CM1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1797
 CM1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1797
 CM1797.The geoid height was determined by GEOID03.
 CM1797
 CM1797;                    North         East     Units Scale Factor Converg.
 CM1797;SPC GA W     -   240,852.147   668,040.265   MT  0.99991259   -0 10 49.6
 CM1797;SPC GA W     -   790,195.75  2,191,728.77   sFT  0.99991259   -0 10 49.6
 CM1797;UTM  16      - 3,562,242.182   735,204.654   MT  1.00028228   +1 19 43.7
 CM1797
 CM1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1797!SPC GA W     -   0.99997580  x   0.99991259  =   0.99988839
 CM1797!UTM  16      -   0.99997580  x   1.00028228  =   1.00025807
 CM1797
 CM1797|---------------------------------------------------------------------|
 CM1797| PID    Reference Object                     Distance      Geod. Az  |
 CM1797|                                                           dddmmss.s |
 CM1797| CM1789 BV 098 208 GAHD 1973 PTA             30.894 METERS 02607     |
 CM1797| CY8483 BV 098 208 AZ MK                                   1163831.5 |
 CM1797|---------------------------------------------------------------------|
 CM1797
 CM1797                          SUPERSEDED SURVEY CONTROL
 CM1797
 CM1797  NAD 83(1994)-  32 10 19.66181(N)    084 30 20.00518(W) AD(       ) 2
 CM1797  NAD 83(1986)-  32 10 19.66184(N)    084 30 20.00533(W) AD(       ) 2
 CM1797  NAD 27      -  32 10 19.09724(N)    084 30 20.31100(W) AD(       ) 2
 CM1797  NGVD 29 (07/19/86)  180.4    (m)          592.     (f) VERT ANG       
 CM1797
 CM1797.Superseded values are not recommended for survey control.
 CM1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1797.See file dsdata.txt to determine how the superseded data were derived.
 CM1797
 CM1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3520562242(NAD 83)
 CM1797_MARKER: DD = SURVEY DISK
 CM1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1797
 CM1797  HISTORY     - Date     Condition        Report By
 CM1797  HISTORY     - 1973     MONUMENTED       GADT
 CM1797
 CM1797                          STATION DESCRIPTION
 CM1797
 CM1797'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1797'THE STATION IS LOCATED APPROXIMATELY 10.2 MILES SOUTH OF BUENA
 CM1797'VISTA, 7.5 MILES NORTHEAST OF PRESTON, AND 17.5 MILES NORTHWEST
 CM1797'OF AMERICUS.
 CM1797'
 CM1797'TO REACH THE STATION FROM THE INTERSECTION OF GA. 30 AND GA. 41,
 CM1797'7.0 MILES SOUTH OF BUENA VISTA, GO SOUTH ALONG GA. 30 FOR 1.37
 CM1797'MILES TO THE INTERSECTION OF PAVED COUNTY ROAD NO. S-2058 ON THE
 CM1797'RIGHT, TURN RIGHT AND GO SOUTHWEST ALONG THE PAVED ROAD FOR 3.14
 CM1797'MILES TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 120 ON THE
 CM1797'RIGHT, TURN RIGHT AND GO WEST ALONG THE DIRT ROAD FOR 0.49 MILE
 CM1797'TO THE STATION ON THE LEFT.
 CM1797'
 CM1797'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1797'DEPARTMENT, STAMPED 098-208.  THE SURFACE DISK IS SET IN THE TOP
 CM1797'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1797'THE GROUND.  IT IS 51.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CM1797'BARN, 2.0 FEET EAST OF A FENCE, AND 58.9 FEET WEST OF THE
 CM1797'CENTERLINE OF THE DIRT ROAD.  THE UNDERGROUND MARK IS SET IN AN
 CM1797'IRREGULAR MASS OF CONCRETE 3.05 FEET BELOW THE SURFACE MARK.
 CM1797'
 CM1797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG THE
 CM1797'DIRT ROAD FOR 0.12 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A
 CM1797'HOUSE.  IT IS 9.2 FEET SOUTH OF A CHINABERRY TREE, 78.1 FEET EAST
 CM1797'OF THE CENTERLINE OF THE DIRT ROAD, 35.8 FEET NORTHEAST OF THE
 CM1797'NORTHWEST CORNER OF THE HOUSE, AND 14.5 FEET NORTH OF THE
 CM1797'NORTHEAST CORNER OF THE HOUSE.  THE AZIMUTH MARK IS A STANDARD
 CM1797'BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET
 CM1797'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CM1797'FLUSH WITH THE GROUND.
 CM1797'
 CM1797'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1796 ***********************************************************************
 CM1796  DESIGNATION -  BV 098 209
 CM1796  PID         -  CM1796
 CM1796  STATE/COUNTY-  GA/MARION
 CM1796  USGS QUAD   -  CHURCH HILL (1981)
 CM1796
 CM1796                         *CURRENT SURVEY CONTROL
 CM1796  ___________________________________________________________________
 CM1796* NAD 83(1994)-  32 11 49.38476(N)    084 35 19.55841(W)     ADJUSTED  
 CM1796* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 CM1796  ___________________________________________________________________
 CM1796  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CM1796  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CM1796
 CM1796  HORZ ORDER  -  SECOND
 CM1796
 CM1796.The horizontal coordinates were established by classical geodetic methods
 CM1796.and adjusted by the National Geodetic Survey in September 1997..
 CM1796
 CM1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1796
 CM1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1796
 CM1796.The geoid height was determined by GEOID03.
 CM1796
 CM1796;                    North         East     Units Scale Factor Converg.
 CM1796;SPC GA W     -   243,643.519   660,203.848   MT  0.99991952   -0 13 29.7
 CM1796;SPC GA W     -   799,353.78  2,166,018.79   sFT  0.99991952   -0 13 29.7
 CM1796;UTM  16      - 3,564,827.006   727,294.695   MT  1.00023715   +1 17 07.2
 CM1796
 CM1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1796!SPC GA W     -   0.99997579  x   0.99991952  =   0.99989531
 CM1796!UTM  16      -   0.99997579  x   1.00023715  =   1.00021293
 CM1796
 CM1796|---------------------------------------------------------------------|
 CM1796| PID    Reference Object                     Distance      Geod. Az  |
 CM1796|                                                           dddmmss.s |
 CM1796| CM1792 BV 098 209 GAHD 1973 PTA             30.822 METERS 14750     |
 CM1796| CY8484 BV 098 209 AZ MK                                   1713453.2 |
 CM1796|---------------------------------------------------------------------|
 CM1796
 CM1796                          SUPERSEDED SURVEY CONTROL
 CM1796
 CM1796  NAD 83(1994)-  32 11 49.38977(N)    084 35 19.55811(W) AD(       ) 2
 CM1796  NAD 83(1986)-  32 11 49.38996(N)    084 35 19.55759(W) AD(       ) 2
 CM1796  NAD 27      -  32 11 48.83482(N)    084 35 19.85265(W) AD(       ) 2
 CM1796  NGVD 29 (07/19/86)  180.4    (m)          592.     (f) VERT ANG       
 CM1796
 CM1796.Superseded values are not recommended for survey control.
 CM1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1796.See file dsdata.txt to determine how the superseded data were derived.
 CM1796
 CM1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2729564827(NAD 83)
 CM1796_MARKER: DD = SURVEY DISK
 CM1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1796
 CM1796  HISTORY     - Date     Condition        Report By
 CM1796  HISTORY     - 1973     MONUMENTED       GADT
 CM1796
 CM1796                          STATION DESCRIPTION
 CM1796
 CM1796'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1796'THE STATION IS LOCATED APPROXIMATELY 9.5 MILES SOUTHWEST OF BUENA
 CM1796'VISTA, 9.5 MILES NORTHWEST OF PRESTON, AND 12.8 MILES SOUTHEAST
 CM1796'OF CUSSETA.
 CM1796'
 CM1796'TO REACH THE STATION FROM THE INTERSECTION OF GA. 41 AND GA. 26
 CM1796'AT THE COURTHOUSE SQUARE IN BUENA VISTA, GO SOUTH ALONG GA. 41
 CM1796'FOR 0.72 MILE TO THE INTERSECTION OF PAVED COUNTY ROAD NO. S-640
 CM1796'ON THE RIGHT, TURN RIGHT AND GO WEST ALONG THE COUNTY ROAD FOR
 CM1796'6.84 MILES TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 96 ON THE
 CM1796'LEFT, TURN LEFT AND GO SOUTH ALONG THE DIRT ROAD FOR 4.45 MILES
 CM1796'TO THE STATION ON THE RIGHT.
 CM1796'
 CM1796'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1796'DEPARTMENT, STAMPED 098-209.  THE SURFACE DISK IS SET IN THE TOP
 CM1796'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1796'THE GROUND.  IT IS 42.2 FEET WEST OF THE CENTERLINE OF THE COUNTY
 CM1796'DIRT ROAD, 57.7 FEET WEST OF A FENCE, AND 6.5 FEET NORTH OF A
 CM1796'6-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CM1796'MASS OF CONCRETE 2.10 FEET BELOW THE SURFACE MARK.
 CM1796'
 CM1796'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG COUNTY
 CM1796'DIRT ROAD NO. 96 FOR 0.09 MILE TO THE AZIMUTH MARK ON THE
 CM1796'LEFT.  IT IS 40.6 FEET EAST OF THE CENTERLINE OF THE COUNTY DIRT
 CM1796'ROAD, 204.0 FEET SOUTHEAST OF A FENCE CORNER, AND 98.5 FEET WEST
 CM1796'OF A POWER POLE.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF
 CM1796'THE GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A
 CM1796'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1796'GROUND.
 CM1796'
 CM1796'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1716 ***********************************************************************
 CM1716  DESIGNATION -  BV 098 210
 CM1716  PID         -  CM1716
 CM1716  STATE/COUNTY-  GA/MARION
 CM1716  USGS QUAD   -  DRANEVILLE (1973)
 CM1716
 CM1716                         *CURRENT SURVEY CONTROL
 CM1716  ___________________________________________________________________
 CM1716* NAD 83(1994)-  32 09 59.27722(N)    084 26 03.97039(W)     ADJUSTED  
 CM1716* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 CM1716  ___________________________________________________________________
 CM1716  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CM1716  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1716
 CM1716  HORZ ORDER  -  SECOND
 CM1716
 CM1716.The horizontal coordinates were established by classical geodetic methods
 CM1716.and adjusted by the National Geodetic Survey in September 1997..
 CM1716
 CM1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1716
 CM1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1716
 CM1716.The geoid height was determined by GEOID03.
 CM1716
 CM1716;                    North         East     Units Scale Factor Converg.
 CM1716;SPC GA W     -   240,205.548   674,745.920   MT  0.99990786   -0 08 33.2
 CM1716;SPC GA W     -   788,074.37  2,213,728.91   sFT  0.99990786   -0 08 33.2
 CM1716;UTM  16      - 3,561,772.230   741,927.646   MT  1.00032185   +1 21 59.5
 CM1716
 CM1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1716!SPC GA W     -   0.99997543  x   0.99990786  =   0.99988330
 CM1716!UTM  16      -   0.99997543  x   1.00032185  =   1.00029728
 CM1716
 CM1716|---------------------------------------------------------------------|
 CM1716| PID    Reference Object                     Distance      Geod. Az  |
 CM1716|                                                           dddmmss.s |
 CM1716| CM1715 BV 098 210 GAHD 1973 PTA             34.134 METERS 03052     |
 CM1716| CY8485 BV 098 210 AZ MK                                   3250308.9 |
 CM1716|---------------------------------------------------------------------|
 CM1716
 CM1716                          SUPERSEDED SURVEY CONTROL
 CM1716
 CM1716  NAD 83(1986)-  32 09 59.28208(N)    084 26 03.97048(W) AD(       ) 2
 CM1716  NAD 27      -  32 09 58.70976(N)    084 26 04.28084(W) AD(       ) 2
 CM1716  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 CM1716
 CM1716.Superseded values are not recommended for survey control.
 CM1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1716.See file dsdata.txt to determine how the superseded data were derived.
 CM1716
 CM1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4192861772(NAD 83)
 CM1716_MARKER: DD = SURVEY DISK
 CM1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1716
 CM1716  HISTORY     - Date     Condition        Report By
 CM1716  HISTORY     - 1973     MONUMENTED       GADT
 CM1716
 CM1716                          STATION DESCRIPTION
 CM1716
 CM1716'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1716'THE STATION IS LOCATED APPROXIMATELY 9.1 MILES NORTHEAST OF
 CM1716'PRESTON, 9.5 MILES NORTHWEST OF PLAINS, AND 12.8 MILES NORTHEAST
 CM1716'OF AMERICUS.
 CM1716'
 CM1716'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND GA. 30
 CM1716'IN AMERICUS, GO WEST ALONG GA. 30 FOR 9.51 MILES TO THE INTERSECTION
 CM1716'OF GA. 45 CROSS-ROAD, CONTINUE WEST ALONG GA. 30 FOR 3.86 MILES TO
 CM1716'THE STATION ON THE LEFT AT THE INTERSECTION OF PAVED COUNTY ROAD
 CM1716'NO. 122.
 CM1716'
 CM1716'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1716'DEPARTMENT, STAMPED 098-210.  THE SURFACE DISK IS SET IN THE TOP
 CM1716'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1716'THE GROUND.  IT IS 37.7 FEET NORTH OF THE CENTERLINE OF PAVED
 CM1716'COUNTY ROAD NO. 122, 2.8 FEET SOUTH OF A FENCE, AND 20.0 FEET
 CM1716'WEST OF A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN
 CM1716'IRREGULAR MASS OF CONCRETE 2.1 FEET BELOW THE SURFACE MARK.
 CM1716'
 CM1716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 CM1716'PAVED ROAD FOR 0.26 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE
 CM1716'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1716'DEPARTMENT STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1716'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.8 FEET
 CM1716'SOUTHEAST OF A POWER POLE, 5.0 FEET NORTHEAST OF A FENCE, AND
 CM1716'13.0 FEET NORTHWEST OF THE BASE OF A GUIDE-WIRE.
 CM1716'
 CM1716'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2024 ***********************************************************************
 CM2024  DESIGNATION -  BV 098 211
 CM2024  PID         -  CM2024
 CM2024  STATE/COUNTY-  GA/MARION
 CM2024  USGS QUAD   -  GENEVA (1985)
 CM2024
 CM2024                         *CURRENT SURVEY CONTROL
 CM2024  ___________________________________________________________________
 CM2024* NAD 83(1994)-  32 30 33.24281(N)    084 37 08.43139(W)     ADJUSTED  
 CM2024* NAVD 88     -       176.6    (meters)     579.     (feet)  VERTCON   
 CM2024  ___________________________________________________________________
 CM2024  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CM2024  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CM2024
 CM2024  HORZ ORDER  -  SECOND
 CM2024
 CM2024.The horizontal coordinates were established by classical geodetic methods
 CM2024.and adjusted by the National Geodetic Survey in September 1997..
 CM2024
 CM2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2024
 CM2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2024
 CM2024.The geoid height was determined by GEOID03.
 CM2024
 CM2024;                    North         East     Units Scale Factor Converg.
 CM2024;SPC GA W     -   278,271.004   657,498.766   MT  0.99992227   -0 14 35.2
 CM2024;SPC GA W     -   912,960.79  2,157,143.87   sFT  0.99992227   -0 14 35.2
 CM2024;UTM  16      - 3,599,381.333   723,672.883   MT  1.00021697   +1 16 48.6
 CM2024
 CM2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2024!SPC GA W     -   0.99997647  x   0.99992227  =   0.99989874
 CM2024!UTM  16      -   0.99997647  x   1.00021697  =   1.00019344
 CM2024
 CM2024:                Primary Azimuth Mark                     Grid Az
 CM2024:SPC GA W     -  BV 098 211 AZ MK                         158 24 23.7
 CM2024:UTM  16      -  BV 098 211 AZ MK                         156 52 59.9
 CM2024
 CM2024|---------------------------------------------------------------------|
 CM2024| PID    Reference Object                     Distance      Geod. Az  |
 CM2024|                                                           dddmmss.s |
 CM2024| CY8486 BV 098 211 AZ MK                                   1580948.5 |
 CM2024| CM2045 BV 130 217                          APPROX. 5.5 KM 3250217.6 |
 CM2024|---------------------------------------------------------------------|
 CM2024
 CM2024                          SUPERSEDED SURVEY CONTROL
 CM2024
 CM2024  NAD 83(1994)-  32 30 33.24713(N)    084 37 08.43053(W) AD(       ) 2
 CM2024  NAD 83(1986)-  32 30 33.24773(N)    084 37 08.43091(W) AD(       ) 2
 CM2024  NAD 27      -  32 30 32.73575(N)    084 37 08.71500(W) AD(       ) 2
 CM2024  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 CM2024
 CM2024.Superseded values are not recommended for survey control.
 CM2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2024.See file dsdata.txt to determine how the superseded data were derived.
 CM2024
 CM2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2367399381(NAD 83)
 CM2024_MARKER: DD = SURVEY DISK
 CM2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2024
 CM2024  HISTORY     - Date     Condition        Report By
 CM2024  HISTORY     - 1974     MONUMENTED       GADT
 CM2024
 CM2024                          STATION DESCRIPTION
 CM2024
 CM2024'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2024'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF JUNIPER,
 CM2024'6 MILES SOUTHWEST OF GENEVA, AND 14-3/4 MILES NORTH NORTHWEST OF
 CM2024'BUENA VISTA ON THE PROPERTY OF THE GEORGIA POWER COMPANY.
 CM2024'
 CM2024'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96 AND
 CM2024'STATE ROUTE 22 (U.S. HIGHWAY 80) LOCATED IN GENEVA, TRAVEL WEST ON
 CM2024'STATE ROUTE 22 FOR 3.5 MILES TO THE JUNCTION OF STATE ROUTE 355 TO
 CM2024'THE LEFT.  TURN LEFT TRAVELLING SOUTH ON STATE ROUTE 355 FOR 1.05
 CM2024'MILES TO THE GEORGIA CENTRAL RAILWAY CROSSING.  CONTINUE
 CM2024'TRAVELLING SOUTH ON STATE ROUTE 355 FOR 2.10 MILES TO THE JUNCTION
 CM2024'OF STATE ROUTE 267 TO THE LEFT.  CONTINUE TRAVELLING
 CM2024'SOUTHWESTERLY ON STATE ROUTE 355 FOR 1.55 MILES TO A
 CM2024'GEORGIA POWER LINE CROSSING.  TURN RIGHT TRAVELLING
 CM2024'NORTHWESTERLY ON THE POWER LINE FOR 0.65 MILE TO THE AZIMUTH
 CM2024'MARK ON THE LEFT.  CONTINUE TRAVELLING NORTHWESTERLY ON THE POWER
 CM2024'LINE FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CM2024'
 CM2024'THE STATION IS A STANDARD BRASS DISK STAMPED 098-211 SET IN THE
 CM2024'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2024'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2024'098-211 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2024'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 26.0 FEET
 CM2024'NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD ON THE POWER LINE,
 CM2024'2.5 FEET NORTHWEST OF A WITNESS POST, 650 FEET SOUTHEAST OF THE
 CM2024'NORTHEAST POLE OF A DOUBLE POWER POLE, AND 490 FEET NORTH OF
 CM2024'THE NORTHEAST POLE OF ANOTHER DOUBLE POWER POLE.
 CM2024'
 CM2024'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 098-211 SET IN THE TOP
 CM2024'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2024'THE GROUND.  IT IS LOCATED 1.5 FEET NORTHEAST OF A WITNESS POST,
 CM2024'11.5 FEET SOUTH OF A GUYWIRE ANCHOR, 15.6 FEET NORTHWEST OF
 CM2024'ANOTHER GUYWIRE ANCHOR, 33.0 FEET SOUTHEAST OF A 12-INCH PINE
 CM2024'TREE, AND 46.2 FEET WEST NORTHWEST OF THE SOUTHWEST POLE OF A
 CM2024'DOUBLE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1577 ***********************************************************************
 CM1577  DESIGNATION -  BV 098 212
 CM1577  PID         -  CM1577
 CM1577  STATE/COUNTY-  GA/MARION
 CM1577  USGS QUAD   -  JUNCTION CITY (1985)
 CM1577
 CM1577                         *CURRENT SURVEY CONTROL
 CM1577  ___________________________________________________________________
 CM1577* NAD 83(1994)-  32 31 01.25582(N)    084 28 05.32919(W)     ADJUSTED  
 CM1577* NAVD 88     -       231.7    (meters)     760.     (feet)  VERTCON   
 CM1577  ___________________________________________________________________
 CM1577  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CM1577  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CM1577
 CM1577  HORZ ORDER  -  SECOND
 CM1577
 CM1577.The horizontal coordinates were established by classical geodetic methods
 CM1577.and adjusted by the National Geodetic Survey in September 1997..
 CM1577
 CM1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1577
 CM1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1577
 CM1577.The geoid height was determined by GEOID03.
 CM1577
 CM1577;                    North         East     Units Scale Factor Converg.
 CM1577;SPC GA W     -   279,083.732   671,675.968   MT  0.99990989   -0 09 43.4
 CM1577;SPC GA W     -   915,627.21  2,203,656.91   sFT  0.99990989   -0 09 43.4
 CM1577;UTM  16      - 3,600,571.104   737,828.294   MT  1.00029754   +1 21 41.9
 CM1577
 CM1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1577!SPC GA W     -   0.99996779  x   0.99990989  =   0.99987768
 CM1577!UTM  16      -   0.99996779  x   1.00029754  =   1.00026532
 CM1577
 CM1577:                Primary Azimuth Mark                     Grid Az
 CM1577:SPC GA W     -  BV 098 212 AZ MK                         323 18 44.1
 CM1577:UTM  16      -  BV 098 212 AZ MK                         321 47 18.8
 CM1577
 CM1577|---------------------------------------------------------------------|
 CM1577| PID    Reference Object                     Distance      Geod. Az  |
 CM1577|                                                           dddmmss.s |
 CM1577| CY8487 BV 098 212 AZ MK                                   3230900.7 |
 CM1577|---------------------------------------------------------------------|
 CM1577
 CM1577                          SUPERSEDED SURVEY CONTROL
 CM1577
 CM1577  NAD 83(1986)-  32 31 01.26071(N)    084 28 05.32836(W) AD(       ) 2
 CM1577  NAD 27      -  32 31 00.74846(N)    084 28 05.60969(W) AD(       ) 2
 CM1577  NGVD 29 (07/19/86)  231.8    (m)          760.     (f) VERT ANG       
 CM1577
 CM1577.Superseded values are not recommended for survey control.
 CM1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1577.See file dsdata.txt to determine how the superseded data were derived.
 CM1577
 CM1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3782800571(NAD 83)
 CM1577_MARKER: DD = SURVEY DISK
 CM1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1577
 CM1577  HISTORY     - Date     Condition        Report By
 CM1577  HISTORY     - 1974     MONUMENTED       GADT
 CM1577
 CM1577                          STATION DESCRIPTION
 CM1577
 CM1577'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1577'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHEAST OF
 CM1577'GENEVA, 6 MILES SOUTH OF JUNCTION CITY, AND 9-1/2 MILES NORTH
 CM1577'OF TAZEWELL ON STATE RIGHT OF WAY.
 CM1577'
 CM1577'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96
 CM1577'AND 240, LOCATED IN GENEVA, TRAVEL SOUTHEASTERLY ON STATE ROUTE
 CM1577'240 FOR 3.1 MILES TO THE TALBOT-MARION COUNTY LINE.  CONTINUE
 CM1577'TRAVELING SOUTHEASTERLY ON STATE ROUTE 240 FOR 2.7 MILES TO THE
 CM1577'JUNCTION OF MOORES CHAPEL ROAD (COUNTY ROAD 26) TO THE
 CM1577'LEFT.  CONTINUE TRAVELING SOUTHEASTERLY ON STATE ROUTE 240 FOR
 CM1577'0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING
 CM1577'SOUTHEASTERLY ON STATE ROUTE 240 FOR 0.5 MILE TO THE STATION
 CM1577'ON THE LEFT.
 CM1577'
 CM1577'THE STATION IS A STANDARD BRASS DISK STAMPED 098-212, SET IN THE
 CM1577'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1577'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1577'098-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1577'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 44.0 FEET
 CM1577'NORTHEAST OF THE CENTERLINE OF THE ROADWAY, 5.0 FEET SOUTHWEST
 CM1577'OF A WITNESS POST, 349 FEET SOUTHEAST OF A POWER POLE, AND 63.0
 CM1577'FEET NORTHWEST OF ANOTHER POWER POLE.
 CM1577'
 CM1577'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 098-212 AZMK, SET IN
 CM1577'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1577'SURFACE OF THE GROUND.  IT IS LOCATED 38.5 FEET NORTHEAST OF THE
 CM1577'CENTERLINE OF THE ROADWAY, 27 FEET SOUTHWEST OF A WITNESS POST,
 CM1577'AND 72.3 FEET NORTH OF THE NORTHEAST END OF A 24 INCH CONCRETE
 CM1577'CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1746 ***********************************************************************
 CM1746  DESIGNATION -  BV 098 213
 CM1746  PID         -  CM1746
 CM1746  STATE/COUNTY-  GA/MARION
 CM1746  USGS QUAD   -  BUENA VISTA NE (1985)
 CM1746
 CM1746                         *CURRENT SURVEY CONTROL
 CM1746  ___________________________________________________________________
 CM1746* NAD 83(1994)-  32 27 40.12093(N)    084 35 16.71726(W)     ADJUSTED  
 CM1746* NAVD 88     -       189.3    (meters)     621.     (feet)  VERTCON   
 CM1746  ___________________________________________________________________
 CM1746  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CM1746  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CM1746
 CM1746  HORZ ORDER  -  SECOND
 CM1746
 CM1746.The horizontal coordinates were established by classical geodetic methods
 CM1746.and adjusted by the National Geodetic Survey in September 1997..
 CM1746
 CM1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1746
 CM1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1746
 CM1746.The geoid height was determined by GEOID03.
 CM1746
 CM1746;                    North         East     Units Scale Factor Converg.
 CM1746;SPC GA W     -   272,926.638   660,393.412   MT  0.99991934   -0 13 34.1
 CM1746;SPC GA W     -   895,426.81  2,166,640.72   sFT  0.99991934   -0 13 34.1
 CM1746;UTM  16      - 3,594,114.147   726,709.409   MT  1.00023384   +1 17 42.5
 CM1746
 CM1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1746!SPC GA W     -   0.99997445  x   0.99991934  =   0.99989379
 CM1746!UTM  16      -   0.99997445  x   1.00023384  =   1.00020828
 CM1746
 CM1746:                Primary Azimuth Mark                     Grid Az
 CM1746:SPC GA W     -  BV 098 213 AZ MK                         038 28 35.3
 CM1746:UTM  16      -  BV 098 213 AZ MK                         036 57 18.7
 CM1746
 CM1746|---------------------------------------------------------------------|
 CM1746| PID    Reference Object                     Distance      Geod. Az  |
 CM1746|                                                           dddmmss.s |
 CM1746| CY8488 BV 098 213 AZ MK                                   0381501.2 |
 CM1746|---------------------------------------------------------------------|
 CM1746
 CM1746                          SUPERSEDED SURVEY CONTROL
 CM1746
 CM1746  NAD 83(1994)-  32 27 40.12525(N)    084 35 16.71658(W) AD(       ) 2
 CM1746  NAD 83(1986)-  32 27 40.12564(N)    084 35 16.71690(W) AD(       ) 2
 CM1746  NAD 27      -  32 27 39.60712(N)    084 35 16.99695(W) AD(       ) 2
 CM1746  NGVD 29 (07/19/86)  189.4    (m)          621.     (f) VERT ANG       
 CM1746
 CM1746.Superseded values are not recommended for survey control.
 CM1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1746.See file dsdata.txt to determine how the superseded data were derived.
 CM1746
 CM1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2670994114(NAD 83)
 CM1746_MARKER: DD = SURVEY DISK
 CM1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1746
 CM1746  HISTORY     - Date     Condition        Report By
 CM1746  HISTORY     - 1974     MONUMENTED       GADT
 CM1746
 CM1746                          STATION DESCRIPTION
 CM1746
 CM1746'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1746'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTH OF JUNIPER,
 CM1746'8-1/4 MILES SOUTH SOUTHWEST OF GENEVA, AND 10-3/4 MILES NORTHWEST
 CM1746'OF BUENA VISTA ON COUNTY RIGHT-OF-WAY.
 CM1746'
 CM1746'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1746'WEST AND STATE ROUTE 41 LOCATED APPROXIMATELY 1/4 MILE WEST OF
 CM1746'GENEVA, TRAVEL SOUTH ON STATE ROUTE 41 FOR 3.3 MILES TO THE JUNIPER
 CM1746'CREEK BRIDGE.  CONTINUE TRAVELLING SOUTH ON STATE ROUTE 41 FOR
 CM1746'2.7 MILES TO THE JUNCTION OF STATE ROUTE 267 TO THE
 CM1746'RIGHT.  CONTINUE TRAVELLING SOUTH ON STATE ROUTE 41 FOR 0.4 MILE
 CM1746'TO THE JUNCTION OF COUNTY ROAD 54 TO THE RIGHT.  TURN RIGHT
 CM1746'TRAVELLING SOUTHWEST ON COUNTY ROAD 54 FOR 2.1 MILES TO COUNTY
 CM1746'ROAD 55 CROSSING.  CONTINUE TRAVELLING SOUTHWEST ON COUNTY
 CM1746'ROAD 54 FOR 0.6 MILE TO THE TERMINATION OF COUNTY ROAD 54 AND
 CM1746'THE CROSSING OF COUNTY ROAD 64.  TURN LEFT TRAVELLING
 CM1746'SOUTHWESTERLY ON COUNTY ROAD 64 FOR 0.1 MILE TO THE AZIMUTH
 CM1746'MARK ON THE RIGHT.  CONTINUE TRAVELLING SOUTHWESTERLY ON
 CM1746'THE COUNTY ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CM1746'
 CM1746'THE STATION IS A STANDARD BRASS DISK STAMPED 098-213 SET IN THE
 CM1746'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1746'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1746'098-213 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1746'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 43.0 FEET
 CM1746'WEST OF THE CENTERLINE OF THE ROADWAY, 2.4 FEET EAST OF A
 CM1746'WITNESS POST, 116.0 FEET SOUTHWEST OF A POWER POLE, AND 241.0
 CM1746'FEET NORTHWEST OF A POINT OF INTERSECTION OF THE
 CM1746'CENTERLINES OF THE NEAR SIDE OF A U SHAPED DRIVEWAY TO A
 CM1746'HOUSE TRAILER ON THE WEST SIDE OF THE ROAD AND THE COUNTY
 CM1746'ROAD.
 CM1746'
 CM1746'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 098-213 AZMK SET IN
 CM1746'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1746'SURFACE OF THE GROUND.  IT IS LOCATED 44.0 FEET WEST OF THE
 CM1746'CENTERLINE OF THE ROADWAY, 9.0 FEET EAST OF A TWIN OAK TREE, AND
 CM1746'4.0 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1747 ***********************************************************************
 CM1747  DESIGNATION -  BV 098 214
 CM1747  PID         -  CM1747
 CM1747  STATE/COUNTY-  GA/MARION
 CM1747  USGS QUAD   -  BUENA VISTA NE (1985)
 CM1747
 CM1747                         *CURRENT SURVEY CONTROL
 CM1747  ___________________________________________________________________
 CM1747* NAD 83(1994)-  32 24 43.87498(N)    084 36 47.45555(W)     ADJUSTED  
 CM1747* NAVD 88     -       197.9    (meters)     649.     (feet)  VERTCON   
 CM1747  ___________________________________________________________________
 CM1747  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 CM1747  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CM1747
 CM1747  HORZ ORDER  -  SECOND
 CM1747
 CM1747.The horizontal coordinates were established by classical geodetic methods
 CM1747.and adjusted by the National Geodetic Survey in September 1997..
 CM1747
 CM1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1747
 CM1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1747
 CM1747.The geoid height was determined by GEOID03.
 CM1747
 CM1747;                    North         East     Units Scale Factor Converg.
 CM1747;SPC GA W     -   267,507.657   658,001.218   MT  0.99992174   -0 14 21.6
 CM1747;SPC GA W     -   877,648.04  2,158,792.33   sFT  0.99992174   -0 14 21.6
 CM1747;UTM  16      - 3,588,631.925   724,461.134   MT  1.00022134   +1 16 47.6
 CM1747
 CM1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1747!SPC GA W     -   0.99997309  x   0.99992174  =   0.99989483
 CM1747!UTM  16      -   0.99997309  x   1.00022134  =   1.00019442
 CM1747
 CM1747:                Primary Azimuth Mark                     Grid Az
 CM1747:SPC GA W     -  BV 098 214 AZ MK                         004 07 53.4
 CM1747:UTM  16      -  BV 098 214 AZ MK                         002 36 44.2
 CM1747
 CM1747|---------------------------------------------------------------------|
 CM1747| PID    Reference Object                     Distance      Geod. Az  |
 CM1747|                                                           dddmmss.s |
 CM1747| CY8489 BV 098 214 AZ MK                                   0035331.8 |
 CM1747|---------------------------------------------------------------------|
 CM1747
 CM1747                          SUPERSEDED SURVEY CONTROL
 CM1747
 CM1747  NAD 83(1994)-  32 24 43.87930(N)    084 36 47.45480(W) AD(       ) 2
 CM1747  NAD 83(1986)-  32 24 43.87969(N)    084 36 47.45506(W) AD(       ) 2
 CM1747  NAD 27      -  32 24 43.35449(N)    084 36 47.72999(W) AD(       ) 2
 CM1747  NGVD 29 (07/19/86)  198.0    (m)          650.     (f) VERT ANG       
 CM1747
 CM1747.Superseded values are not recommended for survey control.
 CM1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1747.See file dsdata.txt to determine how the superseded data were derived.
 CM1747
 CM1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2446188632(NAD 83)
 CM1747_MARKER: DD = SURVEY DISK
 CM1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1747
 CM1747  HISTORY     - Date     Condition        Report By
 CM1747  HISTORY     - 1974     MONUMENTED       GADT
 CM1747
 CM1747                          STATION DESCRIPTION
 CM1747
 CM1747'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1747'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES NORTHWEST OF
 CM1747'BUENA VISTA, 12-1/4 MILES SOUTHWEST OF GENEVA, AND 12 MILES
 CM1747'NORTHEAST OF CUSSETA ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1747'
 CM1747'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1747'(STATE ROUTE 22) AND STATE ROUTE 96, LOCATED IN GENEVA, ABOUT 5
 CM1747'MILES SOUTH OF TALBOTTON, TRAVEL WEST ALONG U.S. HIGHWAY 80 FOR
 CM1747'3 MILES TO THE JUNCTION OF STATE ROUTE 355 TO THE LEFT.  TURN LEFT
 CM1747'ON STATE ROUTE 355, GOING SOUTHERLY FOR 2.1 MILES TO JUNIPER
 CM1747'CREEK.  CONTINUE TRAVELING SOUTHERLY ALONG STATE ROUTE 355 FOR
 CM1747'1.05 MILES TO THE JUNCTION OF STATE ROUTE 355 TO THE RIGHT AND
 CM1747'STATE ROUTE 267 TO THE LEFT.  TURN RIGHT, GOING SOUTH ON STATE
 CM1747'ROUTE 355 FOR 4.45 MILES TO THE JUNCTION OF STATE ROUTE 352
 CM1747'ON THE LEFT.  CONTINUE TRAVELING ALONG STATE ROUTE 355 FOR
 CM1747'3.75 MILES TO THE JUNCTION OF COUNTY ROAD 74 TO THE LEFT.  TURN
 CM1747'LEFT, TRAVELING IN AN EASTERLY DIRECTION ON COUNTY ROAD
 CM1747'74 FOR 2.2 MILES TO THE STATION ON THE RIGHT.
 CM1747'
 CM1747'THE STATION IS LOCATED 1.5 FEET NORTHEAST OF A WITNESS POST, 19.0
 CM1747'FEET NORTHWEST OF A TRIPLE LOCUST TREE, 38.0 FEET SOUTHWEST OF THE
 CM1747'CENTERLINE OF THE DIRT ROAD, 52.0 FEET SOUTH OF THE POINT OF
 CM1747'INTERSECTION OF THE CENTERLINES OF A TRACK WOODS ROAD AND THE DIRT
 CM1747'ROAD, AND 109.0 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 CM1747'CENTERLINE OF THE ROAD AND ANOTHER TRACK WOODS ROAD.  THE
 CM1747'STATION IS A STANDARD BRASS DISK STAMPED 098-214, SET IN THE TOP
 CM1747'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CM1747'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1747'STAMPED 098-214, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1747'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.
 CM1747'
 CM1747'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 CM1747'TRACK WOODS ROAD, LOCATED 109 FEET NORTH OF THE STATION, FOR 0.15
 CM1747'MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 28.0 FEET
 CM1747'NORTHEAST OF A 6 INCH PINE TREE, 14.0 FEET EAST OF THE CENTERLINE
 CM1747'OF THE WOODS ROAD, AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  THE
 CM1747'MARK IS A STANDARD DISK STAMPED 098-214 AZMK, SET IN THE TOP OF
 CM1747'A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE
 CM1747'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1748 ***********************************************************************
 CM1748  DESIGNATION -  BV 098 215
 CM1748  PID         -  CM1748
 CM1748  STATE/COUNTY-  GA/MARION
 CM1748  USGS QUAD   -  BUENA VISTA NE (1985)
 CM1748
 CM1748                         *CURRENT SURVEY CONTROL
 CM1748  ___________________________________________________________________
 CM1748* NAD 83(1994)-  32 29 30.95479(N)    084 30 33.42039(W)     ADJUSTED  
 CM1748* NAVD 88     -       217.5    (meters)     714.     (feet)  VERTCON   
 CM1748  ___________________________________________________________________
 CM1748  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CM1748  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CM1748
 CM1748  HORZ ORDER  -  SECOND
 CM1748
 CM1748.The horizontal coordinates were established by classical geodetic methods
 CM1748.and adjusted by the National Geodetic Survey in September 1997..
 CM1748
 CM1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1748
 CM1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1748
 CM1748.The geoid height was determined by GEOID03.
 CM1748
 CM1748;                    North         East     Units Scale Factor Converg.
 CM1748;SPC GA W     -   276,314.002   667,802.249   MT  0.99991278   -0 11 02.6
 CM1748;SPC GA W     -   906,540.19  2,190,947.88   sFT  0.99991278   -0 11 02.6
 CM1748;UTM  16      - 3,597,698.308   734,028.141   MT  1.00027543   +1 20 18.9
 CM1748
 CM1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1748!SPC GA W     -   0.99997002  x   0.99991278  =   0.99988280
 CM1748!UTM  16      -   0.99997002  x   1.00027543  =   1.00024544
 CM1748
 CM1748:                Primary Azimuth Mark                     Grid Az
 CM1748:SPC GA W     -  BV 130 214                               318 14 06.7
 CM1748:UTM  16      -  BV 130 214                               316 42 45.2
 CM1748
 CM1748|---------------------------------------------------------------------|
 CM1748| PID    Reference Object                     Distance      Geod. Az  |
 CM1748|                                                           dddmmss.s |
 CM1748| CM2022 BV 130 214                          APPROX. 9.4 KM 3180304.1 |
 CM1748| CY8490 BV 098 215 AZ MK                                   3541946.3 |
 CM1748|---------------------------------------------------------------------|
 CM1748
 CM1748                          SUPERSEDED SURVEY CONTROL
 CM1748
 CM1748  NAD 83(1994)-  32 29 30.95943(N)    084 30 33.41953(W) AD(       ) 2
 CM1748  NAD 83(1986)-  32 29 30.95967(N)    084 30 33.41973(W) AD(       ) 2
 CM1748  NAD 27      -  32 29 30.44626(N)    084 30 33.70315(W) AD(       ) 2
 CM1748  NGVD 29 (07/19/86)  217.6    (m)          714.     (f) VERT ANG       
 CM1748
 CM1748.Superseded values are not recommended for survey control.
 CM1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1748.See file dsdata.txt to determine how the superseded data were derived.
 CM1748
 CM1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3402897698(NAD 83)
 CM1748_MARKER: DD = SURVEY DISK
 CM1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1748
 CM1748  HISTORY     - Date     Condition        Report By
 CM1748  HISTORY     - 1974     MONUMENTED       GADT
 CM1748
 CM1748                          STATION DESCRIPTION
 CM1748
 CM1748'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1748'THE STATION IS LOCATED APPROXIMATELY 8-1/4 MILES SOUTHWEST OF
 CM1748'JUNCTION CITY, 12-1/2 MILES SOUTH OF TALBOTTON, AND 8-3/4 MILES
 CM1748'NORTHWEST OF TAZEWELL ON THE PROPERTY OF MRS. RUTH LANCASTER.
 CM1748'
 CM1748'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96 AND
 CM1748'240, IN GENEVA, GO SOUTH ALONG STATE ROUTE 240 FOR 2.65 MILES TO
 CM1748'BLACK CREEK.  CONTINUE ON STATE ROUTE 240 FOR 0.85 MILE TO COUNTY
 CM1748'ROAD 25 TO THE RIGHT.  TURN RIGHT ON COUNTY ROAD 25, GOING SOUTH
 CM1748'FOR 3.2 MILES TO THE CROSSING OF COUNTY ROAD 50.  CONTINUE ON
 CM1748'COUNTY ROAD 25 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 CM1748'LEFT.  CONTINUE ON COUNTY ROAD 25 FOR 0.1 MILE TO THE STATION
 CM1748'ON THE LEFT.
 CM1748'
 CM1748'THE STATION IS A STANDARD BRASS DISK STAMPED 098-215, SET IN THE
 CM1748'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES ABOVE THE
 CM1748'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1748'STAMPED 098-215, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1748'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1748'LOCATED 28 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 25, 2.5
 CM1748'FEET WEST OF A WITNESS POST, 8.8 FEET NORTHEAST OF A POWER
 CM1748'POLE, 56.6 FEET SOUTH OF A 12 INCH PINE TREE, AND 48.6 FEET
 CM1748'SOUTHWEST OF ANOTHER 12 INCH PINE TREE.
 CM1748'
 CM1748'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 098-215 AZMK, SET
 CM1748'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1748'SURFACE OF THE GROUND.  IT IS LOCATED 29 FEET EAST OF THE
 CM1748'CENTERLINE OF COUNTY ROAD 25, 1.8 FEET WEST OF A WITNESS POST,
 CM1748'AND 69 FEET EAST-NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1743 ***********************************************************************
 CM1743  DESIGNATION -  BV 098 216
 CM1743  PID         -  CM1743
 CM1743  STATE/COUNTY-  GA/MARION
 CM1743  USGS QUAD   -  TAZEWELL NORTH (1985)
 CM1743
 CM1743                         *CURRENT SURVEY CONTROL
 CM1743  ___________________________________________________________________
 CM1743* NAD 83(1994)-  32 26 37.06142(N)    084 26 48.42147(W)     ADJUSTED  
 CM1743* NAVD 88     -       221.8    (meters)     728.     (feet)  VERTCON   
 CM1743  ___________________________________________________________________
 CM1743  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CM1743  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CM1743
 CM1743  HORZ ORDER  -  SECOND
 CM1743
 CM1743.The horizontal coordinates were established by classical geodetic methods
 CM1743.and adjusted by the National Geodetic Survey in September 1997..
 CM1743
 CM1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1743
 CM1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1743
 CM1743.The geoid height was determined by GEOID03.
 CM1743
 CM1743;                    North         East     Units Scale Factor Converg.
 CM1743;SPC GA W     -   270,940.722   673,661.685   MT  0.99990855   -0 09 01.0
 CM1743;SPC GA W     -   888,911.35  2,210,171.71   sFT  0.99990855   -0 09 01.0
 CM1743;UTM  16      - 3,592,480.523   740,030.490   MT  1.00031053   +1 22 13.4
 CM1743
 CM1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1743!SPC GA W     -   0.99996932  x   0.99990855  =   0.99987787
 CM1743!UTM  16      -   0.99996932  x   1.00031053  =   1.00027984
 CM1743
 CM1743:                Primary Azimuth Mark                     Grid Az
 CM1743:SPC GA W     -  BV 098 216 AZ MK                         186 41 03.9
 CM1743:UTM  16      -  BV 098 216 AZ MK                         185 09 49.5
 CM1743
 CM1743|---------------------------------------------------------------------|
 CM1743| PID    Reference Object                     Distance      Geod. Az  |
 CM1743|                                                           dddmmss.s |
 CM1743| CY8491 BV 098 216 AZ MK                                   1863202.9 |
 CM1743| CM1759 BUENA VISTA SOU RWY MICROWAVE       APPROX.15.5 KM 2041527.4 |
 CM1743| CM1752 BUENA VISTA N MUN TANK              APPROX.14.5 KM 2094048.2 |
 CM1743|---------------------------------------------------------------------|
 CM1743
 CM1743                          SUPERSEDED SURVEY CONTROL
 CM1743
 CM1743  NAD 83(1986)-  32 26 37.06610(N)    084 26 48.42094(W) AD(       ) 2
 CM1743  NAD 27      -  32 26 36.53364(N)    084 26 48.70795(W) AD(       ) 2
 CM1743  NGVD 29 (07/19/86)  221.9    (m)          728.     (f) VERT ANG       
 CM1743
 CM1743.Superseded values are not recommended for survey control.
 CM1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1743.See file dsdata.txt to determine how the superseded data were derived.
 CM1743
 CM1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4003092481(NAD 83)
 CM1743_MARKER: DD = SURVEY DISK
 CM1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1743
 CM1743  HISTORY     - Date     Condition        Report By
 CM1743  HISTORY     - 1974     MONUMENTED       GADT
 CM1743
 CM1743                          STATION DESCRIPTION
 CM1743
 CM1743'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1743'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTH OF TAZEWELL,
 CM1743'11 MILES SOUTH-SOUTHEAST OF GENEVA, AND 11 MILES SOUTH OF JUNCTION
 CM1743'CITY ON THE PROPERTY OF MRS. MATTIE W. BROWN.
 CM1743'
 CM1743'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 240,
 CM1743'STATE ROUTE 127, AND COUNTY ROAD 92060, LOCATED IN THE COMMUNITY
 CM1743'OF FIVE POINTS, ABOUT 5 MILES NORTH OF TAZEWELL, TRAVEL SOUTH ON
 CM1743'COUNTY ROAD 92060 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 CM1743'
 CM1743'THE STATION IS A STANDARD BRASS DISK STAMPED 098-216, SET IN THE
 CM1743'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1743'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1743'098-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1743'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 85.0 FEET
 CM1743'WEST OF THE CENTERLINE OF THE ROADWAY, 2.0 FEET WEST OF A
 CM1743'WITNESS POST, 73.0 FEET SOUTHWEST OF A POWER POLE, 145 FEET
 CM1743'SOUTHWEST OF THE POINT OF INTERSECTION OF THE ROADWAY AND
 CM1743'DRIVEWAYS EAST AND WEST, AND 168.0 FEET SOUTHEAST OF AN 18
 CM1743'INCH PINE TREE.
 CM1743'
 CM1743'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1743'SOUTHERLY ON COUNTY ROAD 92060 FOR 0.9 MILE TO THE MARK ON THE
 CM1743'LEFT.  IT IS A STANDARD DISK STAMPED 098-216 AZMK, SET IN THE
 CM1743'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1743'OF THE GROUND.  IT IS LOCATED 31.0 FEET EAST OF THE CENTERLINE OF
 CM1743'THE ROADWAY, 3.0 FEET WEST OF A WITNESS POST, AND 15.7 FEET WEST
 CM1743'OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1740 ***********************************************************************
 CM1740  DESIGNATION -  BV 098 217
 CM1740  PID         -  CM1740
 CM1740  STATE/COUNTY-  GA/MARION
 CM1740  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM1740
 CM1740                         *CURRENT SURVEY CONTROL
 CM1740  ___________________________________________________________________
 CM1740* NAD 83(1994)-  32 17 54.99322(N)    084 25 21.27050(W)     ADJUSTED  
 CM1740* NAVD 88     -       172.5    (meters)     566.     (feet)  VERTCON   
 CM1740  ___________________________________________________________________
 CM1740  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CM1740  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM1740
 CM1740  HORZ ORDER  -  SECOND
 CM1740
 CM1740.The horizontal coordinates were established by classical geodetic methods
 CM1740.and adjusted by the National Geodetic Survey in September 1997..
 CM1740
 CM1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1740
 CM1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1740
 CM1740.The geoid height was determined by GEOID03.
 CM1740
 CM1740;                    North         East     Units Scale Factor Converg.
 CM1740;SPC GA W     -   254,854.916   675,899.479   MT  0.99990716   -0 08 12.3
 CM1740;SPC GA W     -   836,136.50  2,217,513.54   sFT  0.99990716   -0 08 12.3
 CM1740;UTM  16      - 3,576,453.048   742,694.619   MT  1.00032641   +1 22 40.3
 CM1740
 CM1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1740!SPC GA W     -   0.99997703  x   0.99990716  =   0.99988419
 CM1740!UTM  16      -   0.99997703  x   1.00032641  =   1.00030343
 CM1740
 CM1740:                Primary Azimuth Mark                     Grid Az
 CM1740:SPC GA W     -  BV 098 217 AZ MK                         301 43 24.3
 CM1740:UTM  16      -  BV 098 217 AZ MK                         300 12 31.7
 CM1740
 CM1740|---------------------------------------------------------------------|
 CM1740| PID    Reference Object                     Distance      Geod. Az  |
 CM1740|                                                           dddmmss.s |
 CM1740| CY8492 BV 098 217 AZ MK                                   3013512.0 |
 CM1740|---------------------------------------------------------------------|
 CM1740
 CM1740                          SUPERSEDED SURVEY CONTROL
 CM1740
 CM1740  NAD 83(1986)-  32 17 54.99781(N)    084 25 21.26995(W) AD(       ) 2
 CM1740  NAD 27      -  32 17 54.44345(N)    084 25 21.56748(W) AD(       ) 2
 CM1740  NGVD 29 (07/19/86)  172.6    (m)          566.     (f) VERT ANG       
 CM1740
 CM1740.Superseded values are not recommended for survey control.
 CM1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1740.See file dsdata.txt to determine how the superseded data were derived.
 CM1740
 CM1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4269576453(NAD 83)
 CM1740_MARKER: DD = SURVEY DISK
 CM1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1740
 CM1740  HISTORY     - Date     Condition        Report By
 CM1740  HISTORY     - 1974     MONUMENTED       GADT
 CM1740
 CM1740                          STATION DESCRIPTION
 CM1740
 CM1740'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1740'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTHEAST OF BUENA
 CM1740'VISTA, 5-3/4 MILES SOUTHEAST OF TAZEWELL, AND 8 MILES NORTHWEST OF
 CM1740'ELLAVILLE ON THE PROPERTY OF MR. BOBBY L. HOLLOWAY, ROUTE NO 1,
 CM1740'BOWDON, GEORGIA, 30108.  HOME PHONE 404-258-2853.  OFFICE PHONE
 CM1740'404-349-1054.
 CM1740'
 CM1740'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 41 AND
 CM1740'STATE ROUTE 26, IN BUENA VISTA, GO EAST ALONG STATE ROUTE 26 FOR
 CM1740'5.0 MILES TO PAVED COUNTY ROAD 128 TO THE LEFT.  TURN LEFT, GOING
 CM1740'NORTH ALONG COUNTY ROAD 128 FOR 0.1 MILE TO A CENTRAL OF GEORGIA
 CM1740'RAILWAY CROSSING.  CONTINUE NORTH ALONG COUNTY ROAD 128 FOR 1.34
 CM1740'MILES TO DIRT COUNTY ROAD 129 TO THE RIGHT.  TURN RIGHT, GOING
 CM1740'EAST ALONG COUNTY ROAD 129 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 CM1740'LEFT.  CONTINUE EAST ALONG COUNTY ROAD 129 FOR 0.4 MILE TO
 CM1740'THE STATION ON THE LEFT.
 CM1740'
 CM1740'THE STATION IS LOCATED 14.0 FEET NORTH OF A FENCE RUNNING PARALLEL
 CM1740'WITH THE ROAD, 8.0 FEET EAST OF A FENCE AND WITNESS POST, THAT RUNS
 CM1740'NORTH TO A BARN, AND 43.7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 CM1740'CORNER OF THE BARN.  THE STATION IS A STANDARD BRASS DISK STAMPED
 CM1740'098-217, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM1740'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 CM1740'STANDARD DISK STAMPED 098-217, SET IN AN IRREGULAR MASS OF
 CM1740'CONCRETE ABOUT 32 INCHES BELOW THE SURFACE OF THE GROUND.
 CM1740'
 CM1740'THE AZIMUTH MARK IS LOCATED 50.0 FEET NORTHEAST OF THE CENTERLINE
 CM1740'OF THE COUNTY ROAD, 35.0 FEET NORTHEAST OF A FENCE RUNNING
 CM1740'PARALLEL WITH THE ROAD, 4.0 FEET NORTHEAST OF A POWER POLE AND
 CM1740'WITNESS POST, AND 12.5 FEET SOUTHWEST OF A 14 INCH BLACK WALNUT
 CM1740'TREE.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED 098-217 AZMK,
 CM1740'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1740'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1736 ***********************************************************************
 CM1736  DESIGNATION -  BV 098 218
 CM1736  PID         -  CM1736
 CM1736  STATE/COUNTY-  GA/MARION
 CM1736  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM1736
 CM1736                         *CURRENT SURVEY CONTROL
 CM1736  ___________________________________________________________________
 CM1736* NAD 83(1994)-  32 21 26.13341(N)    084 27 50.05714(W)     ADJUSTED  
 CM1736* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 CM1736  ___________________________________________________________________
 CM1736  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CM1736  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CM1736
 CM1736  HORZ ORDER  -  SECOND
 CM1736
 CM1736.The horizontal coordinates were established by classical geodetic methods
 CM1736.and adjusted by the National Geodetic Survey in September 1997..
 CM1736
 CM1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1736
 CM1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1736
 CM1736.The geoid height was determined by GEOID03.
 CM1736
 CM1736;                    North         East     Units Scale Factor Converg.
 CM1736;SPC GA W     -   261,368.198   672,025.235   MT  0.99990965   -0 09 32.7
 CM1736;SPC GA W     -   857,505.50  2,204,802.79   sFT  0.99990965   -0 09 32.7
 CM1736;UTM  16      - 3,582,864.166   738,647.792   MT  1.00030238   +1 21 28.6
 CM1736
 CM1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1736!SPC GA W     -   0.99997257  x   0.99990965  =   0.99988223
 CM1736!UTM  16      -   0.99997257  x   1.00030238  =   1.00027495
 CM1736
 CM1736:                Primary Azimuth Mark                     Grid Az
 CM1736:SPC GA W     -  BV 098 218 AZ MK                         013 41 24.5
 CM1736:UTM  16      -  BV 098 218 AZ MK                         012 10 23.2
 CM1736
 CM1736|---------------------------------------------------------------------|
 CM1736| PID    Reference Object                     Distance      Geod. Az  |
 CM1736|                                                           dddmmss.s |
 CM1736| CY8493 BV 098 218 AZ MK                                   0133151.8 |
 CM1736| CM1759 BUENA VISTA SOU RWY MICROWAVE       APPROX. 6.6 KM 2261337.6 |
 CM1736| CM1735 BV 098 218 GADT 1974 PTA             24.434 METERS 34846     |
 CM1736|---------------------------------------------------------------------|
 CM1736
 CM1736                          SUPERSEDED SURVEY CONTROL
 CM1736
 CM1736  NAD 83(1986)-  32 21 26.13784(N)    084 27 50.05683(W) AD(       ) 2
 CM1736  NAD 27      -  32 21 25.59082(N)    084 27 50.35029(W) AD(       ) 2
 CM1736  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 CM1736
 CM1736.Superseded values are not recommended for survey control.
 CM1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1736.See file dsdata.txt to determine how the superseded data were derived.
 CM1736
 CM1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3864882864(NAD 83)
 CM1736_MARKER: DD = SURVEY DISK
 CM1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1736
 CM1736  HISTORY     - Date     Condition        Report By
 CM1736  HISTORY     - 1974     MONUMENTED       GADT
 CM1736
 CM1736                          STATION DESCRIPTION
 CM1736
 CM1736'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1736'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF TAZEWELL,
 CM1736'4-1/4 MILES NORTHEAST OF BUENA VISTA, AND 12-1/4 MILES NORTHWEST OF
 CM1736'ELLAVILLE ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1736'
 CM1736'TO REACH THE STATION FROM THE COURTHOUSE IN BUENA VISTA, GO EAST
 CM1736'ALONG STATE ROUTE 137 FOR 0.30 MILE TO THE JUNCTION OF OLIVER
 CM1736'STREET CROSSING.  TURN LEFT, GOING NORTH TO EASTERLY ALONG STATE
 CM1736'ROUTE 137 (OLIVER STREET) FOR 1.85 MILES TO THE JUNCTION OF
 CM1736'COUNTY ROAD 16 TO THE LEFT.  CONTINUE NORTHEASTERLY ON STATE
 CM1736'ROUTE 137 FOR 1.05 MILES TO THE JUNCTION OF COUNTY ROAD 91503
 CM1736'CROSSING.  CONTINUE NORTHEASTERLY ALONG STATE ROUTE 137
 CM1736'FOR 1.20 MILES TO DIRT COUNTY ROAD 90650 ON THE RIGHT.  TURN
 CM1736'RIGHT, GOING SOUTHEAST ALONG COUNTY ROAD 90650 FOR 0.1 MILE TO
 CM1736'THE STATION ON THE LEFT.
 CM1736'
 CM1736'THE STATION IS LOCATED 2.4 FEET SOUTHWEST OF A WITNESS POST, 32.0
 CM1736'FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 90650, AND 63.4
 CM1736'FEET EAST-SOUTHEAST OF A POWER POLE.  IT IS A STANDARD BRASS DISK
 CM1736'STAMPED 098-218, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1736'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK
 CM1736'IS A STANDARD DISK STAMPED 098-218, SET IN AN IRREGULAR MASS OF
 CM1736'CONCRETE ABOUT 31 INCHES BELOW THE SURFACE OF THE GROUND.
 CM1736'
 CM1736'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY ROAD
 CM1736'90650 AND STATE ROUTE 137, GO NORTHEAST ON STATE ROUTE 137 FOR 0.25
 CM1736'MILES TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 37.5 FEET
 CM1736'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 137, 2.5 FEET SOUTHEAST
 CM1736'OF A WITNESS POST, AND 111.2 FEET NORTH OF A POWER POLE ON THE
 CM1736'SOUTHEAST SIDE OF THE ROAD.  THE MARK IS A STANDARD DISK STAMPED
 CM1736'098-218 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1736'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1744 ***********************************************************************
 CM1744  DESIGNATION -  BV 098 219
 CM1744  PID         -  CM1744
 CM1744  STATE/COUNTY-  GA/MARION
 CM1744  USGS QUAD   -  TAZEWELL NORTH (1985)
 CM1744
 CM1744                         *CURRENT SURVEY CONTROL
 CM1744  ___________________________________________________________________
 CM1744* NAD 83(1994)-  32 24 38.18673(N)    084 24 09.91585(W)     ADJUSTED  
 CM1744* NAVD 88     -       204.4    (meters)     671.     (feet)  VERTCON   
 CM1744  ___________________________________________________________________
 CM1744  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CM1744  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CM1744
 CM1744  HORZ ORDER  -  SECOND
 CM1744
 CM1744.The horizontal coordinates were established by classical geodetic methods
 CM1744.and adjusted by the National Geodetic Survey in September 1997..
 CM1744
 CM1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1744
 CM1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1744
 CM1744.The geoid height was determined by GEOID03.
 CM1744
 CM1744;                    North         East     Units Scale Factor Converg.
 CM1744;SPC GA W     -   267,269.257   677,793.513   MT  0.99990608   -0 07 35.5
 CM1744;SPC GA W     -   876,865.89  2,223,727.55   sFT  0.99990608   -0 07 35.5
 CM1744;UTM  16      - 3,588,918.468   744,260.010   MT  1.00033580   +1 23 34.0
 CM1744
 CM1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1744!SPC GA W     -   0.99997203  x   0.99990608  =   0.99987812
 CM1744!UTM  16      -   0.99997203  x   1.00033580  =   1.00030782
 CM1744
 CM1744:                Primary Azimuth Mark                     Grid Az
 CM1744:SPC GA W     -  BV 098 219 AZ MK                         043 39 21.1
 CM1744:UTM  16      -  BV 098 219 AZ MK                         042 08 11.6
 CM1744
 CM1744|---------------------------------------------------------------------|
 CM1744| PID    Reference Object                     Distance      Geod. Az  |
 CM1744|                                                           dddmmss.s |
 CM1744| CY8494 BV 098 219 AZ MK                                   0433145.6 |
 CM1744|---------------------------------------------------------------------|
 CM1744
 CM1744                          SUPERSEDED SURVEY CONTROL
 CM1744
 CM1744  NAD 83(1986)-  32 24 38.19149(N)    084 24 09.91510(W) AD(       ) 2
 CM1744  NAD 27      -  32 24 37.65240(N)    084 24 10.20770(W) AD(       ) 2
 CM1744  NGVD 29 (07/19/86)  204.5    (m)          671.     (f) VERT ANG       
 CM1744
 CM1744.Superseded values are not recommended for survey control.
 CM1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1744.See file dsdata.txt to determine how the superseded data were derived.
 CM1744
 CM1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4426088918(NAD 83)
 CM1744_MARKER: DD = SURVEY DISK
 CM1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1744
 CM1744  HISTORY     - Date     Condition        Report By
 CM1744  HISTORY     - 1974     MONUMENTED       GADT
 CM1744
 CM1744                          STATION DESCRIPTION
 CM1744
 CM1744'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1744'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF TAZEWELL,
 CM1744'9-1/4 MILES NORTHEAST OF BUENA VISTA, AND 13 MILES NORTHWEST OF
 CM1744'ELLAVILLE ON STATE RIGHT-OF-WAY.
 CM1744'
 CM1744'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 240 EAST
 CM1744'AND STATE ROUTE 137 IN TAZEWELL ABOUT 6 MILES NORTHEAST OF BUENA
 CM1744'VISTA GO NORTHEAST ALONG STATE ROUTE 137 FOR 2.75 MILES TO COUNTY
 CM1744'ROAD 143 TO THE RIGHT.  CONTINUE NORTHEAST ALONG STATE ROUTE 137
 CM1744'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CM1744'
 CM1744'THE STATION IS LOCATED 42.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CM1744'STATE ROUTE 137, 10.0 FEET NORTHWEST OF A FENCELINE AND WITNESS
 CM1744'POST, AND 27.5 FEET SOUTHWEST OF AN 8 INCH OAK TREE.  THE STATION
 CM1744'IS A STANDARD BRASS DISK STAMPED 098-219 SET IN THE TOP OF A 10
 CM1744'INCH CYLINDRICAL CONCRET POST FLUSH WITH THE GROUND SURFACE.  THE
 CM1744'UNDERGROUND MARK IS A STANDARD DISK STAMPED 098-219 SET IN AN
 CM1744'IRREGULAR MASS OF CONCRETE ABOUT 31 INCHES BELOW THE SURFACE OF
 CM1744'THE GROUND.
 CM1744'
 CM1744'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST
 CM1744'ALONG STATE ROUTE 137 FOR 1.1 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1744'34 TO THE RIGHT AT THE TAYLOR-MARION COUNTY LINE.  CONTINUE ALONG
 CM1744'STATE ROUTE 137 FOR 0.9 MILE TO THE JUNCTION OF A TRACK ROAD TO
 CM1744'THE LEFT AND THE MARK ON THE RIGHT.  THE MARK IS LOCATED 40.0
 CM1744'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 137, 2.0 FEET
 CM1744'NORTHWEST OF A WITNESS POST, 48.5 FEET NORTHWEST OF A 6 INCH
 CM1744'PINE TREE, AND 54.5 FEET NORTHWEST OF ANOTHER PINE TREE.  THE
 CM1744'MARK IS A STANDARD DISK STAMPED 098-219 AZMK SET IN THE TOP OF A
 CM1744'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 CM1744'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2025 ***********************************************************************
 CM2025  DESIGNATION -  BV 098 220
 CM2025  PID         -  CM2025
 CM2025  STATE/COUNTY-  GA/MARION
 CM2025  USGS QUAD   -  GENEVA (1985)
 CM2025
 CM2025                         *CURRENT SURVEY CONTROL
 CM2025  ___________________________________________________________________
 CM2025* NAD 83(1994)-  32 32 23.84473(N)    084 31 15.89637(W)     ADJUSTED  
 CM2025* NAVD 88     -       197.2    (meters)     647.     (feet)  VERTCON   
 CM2025  ___________________________________________________________________
 CM2025  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CM2025  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CM2025
 CM2025  HORZ ORDER  -  SECOND
 CM2025
 CM2025.The horizontal coordinates were established by classical geodetic methods
 CM2025.and adjusted by the National Geodetic Survey in September 1997..
 CM2025
 CM2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2025
 CM2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2025
 CM2025.The geoid height was determined by GEOID03.
 CM2025
 CM2025;                    North         East     Units Scale Factor Converg.
 CM2025;SPC GA W     -   281,642.908   666,711.139   MT  0.99991366   -0 11 26.3
 CM2025;SPC GA W     -   924,023.44  2,187,368.13   sFT  0.99991366   -0 11 26.3
 CM2025;UTM  16      - 3,602,998.219   732,795.284   MT  1.00026832   +1 20 02.3
 CM2025
 CM2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2025!SPC GA W     -   0.99997323  x   0.99991366  =   0.99988689
 CM2025!UTM  16      -   0.99997323  x   1.00026832  =   1.00024154
 CM2025
 CM2025:                Primary Azimuth Mark                     Grid Az
 CM2025:SPC GA W     -  BV 098 220 AZ MK                         291 12 00.0
 CM2025:UTM  16      -  BV 098 220 AZ MK                         289 40 31.4
 CM2025
 CM2025|---------------------------------------------------------------------|
 CM2025| PID    Reference Object                     Distance      Geod. Az  |
 CM2025|                                                           dddmmss.s |
 CM2025| CY8495 BV 098 220 AZ MK                                   2910033.7 |
 CM2025|---------------------------------------------------------------------|
 CM2025
 CM2025                          SUPERSEDED SURVEY CONTROL
 CM2025
 CM2025  NAD 83(1994)-  32 32 23.84953(N)    084 31 15.89548(W) AD(       ) 2
 CM2025  NAD 83(1986)-  32 32 23.84972(N)    084 31 15.89560(W) AD(       ) 2
 CM2025  NAD 27      -  32 32 23.33856(N)    084 31 16.18091(W) AD(       ) 2
 CM2025  NGVD 29 (07/19/86)  197.3    (m)          647.     (f) VERT ANG       
 CM2025
 CM2025.Superseded values are not recommended for survey control.
 CM2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2025.See file dsdata.txt to determine how the superseded data were derived.
 CM2025
 CM2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3279502998(NAD 83)
 CM2025_MARKER: DD = SURVEY DISK
 CM2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2025
 CM2025  HISTORY     - Date     Condition        Report By
 CM2025  HISTORY     - 1974     MONUMENTED       GADT
 CM2025
 CM2025                          STATION DESCRIPTION
 CM2025
 CM2025'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2025'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHEAST OF
 CM2025'GENEVA, 5-1/2 MILES SOUTHWEST OF JUNCTION CITY, 12 MILES NORTHWEST
 CM2025'OF TAZEWELL, AND 9-1/2 MILES SOUTH OF TALBOTTON ON STATE
 CM2025'RIGHT-OF-WAY.
 CM2025'
 CM2025'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 240
 CM2025'AND STATE ROUTE 96 IN GENEVA TRAVEL SOUTHEAST ALONG STATE ROUTE
 CM2025'240 FOR 2.7 MILES TO BLACK CREEK BRIDGE.  CONTINUE SOUTHEASTERLY
 CM2025'ALONG STATE ROUTE 240 FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD
 CM2025'25 AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY ALONG
 CM2025'STATE ROUTE 240 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CM2025'
 CM2025'THE STATION IS LOCATED 81.0 FEET NORTH-NORTHEAST OF A POWER POLE
 CM2025'ON THE SOUTH SIDE OF STATE ROUTE 240, 43.0 FEET SOUTHEAST OF A 7
 CM2025'INCH PINE TREE, 37.0 FEET NORTHEAST OF THE CENTERLINE OF STATE
 CM2025'ROUTE 240, AND 53.0 FEET SOUTHWEST OF ANOTHER 7 INCH PINE
 CM2025'TREE.  THE STATION IS A STANDARD BRASS DISK STAMPED 098-220 SET
 CM2025'IN AN 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 CM2025'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2025'098-220 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 32 INCHES
 CM2025'BELOW THE SURFACE OF THE GROUND.
 CM2025'
 CM2025'THE AZIMUTH MARK IS LOCATED 96.5 FEET SOUTH OF THE POINT OF
 CM2025'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 240 AND THE DIRT
 CM2025'ROAD, 52.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 240,
 CM2025'48 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND 49.5 FEET
 CM2025'NORTH OF A POWER POLE.  THE MARK IS A STANDARD DISK STAMPED
 CM2025'098-220 AZMK SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM2025'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3070 ***********************************************************************
 DG3070  DESIGNATION -  BV 099 200
 DG3070  PID         -  DG3070
 DG3070  STATE/COUNTY-  GA/MERIWETHER
 DG3070  USGS QUAD   -  GRANTVILLE (1982)
 DG3070
 DG3070                         *CURRENT SURVEY CONTROL
 DG3070  ___________________________________________________________________
 DG3070* NAD 83(1994)-  33 12 48.94437(N)    084 47 37.61520(W)     ADJUSTED  
 DG3070* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 DG3070  ___________________________________________________________________
 DG3070  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DG3070  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3070
 DG3070  HORZ ORDER  -  SECOND
 DG3070
 DG3070.The horizontal coordinates were established by classical geodetic methods
 DG3070.and adjusted by the National Geodetic Survey in September 1997..
 DG3070
 DG3070.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3070
 DG3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3070
 DG3070.The geoid height was determined by GEOID03.
 DG3070
 DG3070;                    North         East     Units Scale Factor Converg.
 DG3070;SPC GA W     -   356,463.376   641,541.052   MT  0.99994212   -0 20 36.7
 DG3070;SPC GA W     - 1,169,496.93  2,104,789.27   sFT  0.99994212   -0 20 36.7
 DG3070;UTM  16      - 3,677,135.682   705,618.147   MT  1.00012130   +1 12 32.1
 DG3070
 DG3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3070!SPC GA W     -   0.99996059  x   0.99994212  =   0.99990271
 DG3070!UTM  16      -   0.99996059  x   1.00012130  =   1.00008188
 DG3070
 DG3070|---------------------------------------------------------------------|
 DG3070| PID    Reference Object                     Distance      Geod. Az  |
 DG3070|                                                           dddmmss.s |
 DG3070| DG3072 BV 099 200 GADT 1973 PTA             14.162 METERS 04945     |
 DG3070| CY9689 BV 099 200 AZ MK                                   3555455.7 |
 DG3070|---------------------------------------------------------------------|
 DG3070
 DG3070                          SUPERSEDED SURVEY CONTROL
 DG3070
 DG3070  NAD 83(1994)-  33 12 48.94805(N)    084 47 37.61487(W) AD(       ) 2
 DG3070  NAD 83(1986)-  33 12 48.94983(N)    084 47 37.61311(W) AD(       ) 2
 DG3070  NAD 27      -  33 12 48.51714(N)    084 47 37.85252(W) AD(       ) 2
 DG3070  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 DG3070
 DG3070.Superseded values are not recommended for survey control.
 DG3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3070.See file dsdata.txt to determine how the superseded data were derived.
 DG3070
 DG3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0561877136(NAD 83)
 DG3070_MARKER: DD = SURVEY DISK
 DG3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3070
 DG3070  HISTORY     - Date     Condition        Report By
 DG3070  HISTORY     - 1973     MONUMENTED       GADT
 DG3070
 DG3070                          STATION DESCRIPTION
 DG3070
 DG3070'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3070'THE STATION IS 2.9 MILES WEST OF LUTHERSVILLE, 2.8 MILES SOUTHEAST
 DG3070'OF GRANTVILLE, AND 3.1 MILES NORTHEAST OF LONE OAK.
 DG3070'
 DG3070'TO REACH THE STATION FROM THE JUNCTION OF U.S. ALTERNATE 27 AND
 DG3070'STATE ROUTE 54 IN LUTHERSVILLE, GO WEST ON STATE ROUTE 54 FOR 2.4
 DG3070'MILES TO THE Y-INTERSECTION WITH MERIWETHER COUNTY ROAD 4 (GOLD
 DG3070'MINE ROAD) ON THE RIGHT.  GO RIGHT, NORTHWEST, ON COUNTY ROAD 4
 DG3070'FOR 0.9 MILE TO COUNTY ROAD 2, A DIRT ROAD ON THE RIGHT.  TURN
 DG3070'RIGHT, NORTH ON COUNTY ROAD 2 FOR 0.8 MILE TO A Y-INTERSECTION.
 DG3070'BEAR TO THE RIGHT ON COUNTY ROAD 2 IN A NORTHERLY DIRECTION FOR
 DG3070'0.2 MILE TO THE STATION ON THE LEFT.
 DG3070'
 DG3070'THE STATION IS A STANDARD DISK STAMPED 099-200, SET IN A 10 INCH
 DG3070'CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 DG3070'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 099-200,
 DG3070'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 2.75 FEET
 DG3070'BENEATH THE SURFACE OF THE GROUND.
 DG3070'
 DG3070'THE STATION IS LOCATED 39.0 FEET SOUTHWEST OF A 10 INCH PINE,
 DG3070'36.7 FEET WEST-NORTHWEST OF A 6 INCH MAPLE, 51.0 FEET NORTHWEST
 DG3070'OF A 10 INCH PINE, 25.5 FEET WEST OF THE CENTERLINE OF COUNTY
 DG3070'ROAD 2 AND 5.5 FEET WEST OF A WITNESS POST.
 DG3070'
 DG3070'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 DG3070'ROAD 2 FOR 0.1 MILE TO THE MARK ON THE LEFT.
 DG3070'
 DG3070'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-200 AZI, SET IN
 DG3070'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3070'GROUND.
 DG3070'
 DG3070'THE AZIMUTH MARK IS LOCATED 36 FEET WEST OF A BLAZED 8 INCH PINE
 DG3070'AND 24 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3073 ***********************************************************************
 DG3073  DESIGNATION -  BV 099 201
 DG3073  PID         -  DG3073
 DG3073  STATE/COUNTY-  GA/MERIWETHER
 DG3073  USGS QUAD   -  GRANTVILLE (1982)
 DG3073
 DG3073                         *CURRENT SURVEY CONTROL
 DG3073  ___________________________________________________________________
 DG3073* NAD 83(1994)-  33 09 36.95706(N)    084 49 49.35797(W)     ADJUSTED  
 DG3073* NAVD 88     -       272.     (meters)     892.     (feet)  VERTCON   
 DG3073  ___________________________________________________________________
 DG3073  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DG3073  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG3073
 DG3073  HORZ ORDER  -  SECOND
 DG3073
 DG3073.The horizontal coordinates were established by classical geodetic methods
 DG3073.and adjusted by the National Geodetic Survey in September 1997..
 DG3073
 DG3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3073
 DG3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3073
 DG3073.The geoid height was determined by GEOID03.
 DG3073
 DG3073;                    North         East     Units Scale Factor Converg.
 DG3073;SPC GA W     -   350,570.166   638,092.128   MT  0.99994724   -0 21 47.0
 DG3073;SPC GA W     - 1,150,162.29  2,093,473.92   sFT  0.99994724   -0 21 47.0
 DG3073;UTM  16      - 3,671,150.255   702,329.475   MT  1.00010476   +1 11 13.7
 DG3073
 DG3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3073!SPC GA W     -   0.99996184  x   0.99994724  =   0.99990908
 DG3073!UTM  16      -   0.99996184  x   1.00010476  =   1.00006659
 DG3073
 DG3073:                Primary Azimuth Mark                     Grid Az
 DG3073:SPC GA W     -  BV 099 201 AZ MK                         005 35 03.8
 DG3073:UTM  16      -  BV 099 201 AZ MK                         004 02 03.1
 DG3073
 DG3073|---------------------------------------------------------------------|
 DG3073| PID    Reference Object                     Distance      Geod. Az  |
 DG3073|                                                           dddmmss.s |
 DG3073| CY9690 BV 099 201 AZ MK                                   0051316.8 |
 DG3073| DG3071 BV 099 201 GADT 1974 PTA             28.676 METERS 29943     |
 DG3073|---------------------------------------------------------------------|
 DG3073
 DG3073                          SUPERSEDED SURVEY CONTROL
 DG3073
 DG3073  NAD 83(1994)-  33 09 36.95968(N)    084 49 49.35847(W) AD(       ) 2
 DG3073  NAD 83(1986)-  33 09 36.96244(N)    084 49 49.35588(W) AD(       ) 2
 DG3073  NAD 27      -  33 09 36.52376(N)    084 49 49.59509(W) AD(       ) 2
 DG3073  NGVD 29 (07/19/86)  272.     (m)          892.     (f) VERT ANG       
 DG3073
 DG3073.Superseded values are not recommended for survey control.
 DG3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3073.See file dsdata.txt to determine how the superseded data were derived.
 DG3073
 DG3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0232971150(NAD 83)
 DG3073_MARKER: DD = SURVEY DISK
 DG3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3073
 DG3073  HISTORY     - Date     Condition        Report By
 DG3073  HISTORY     - 1974     MONUMENTED       GADT
 DG3073
 DG3073                          STATION DESCRIPTION
 DG3073
 DG3073'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3073'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTHWEST OF LONE OAK,
 DG3073'2.7 MILES NORTH OF SAINT MARKS AND 4.6 MILES SOUTHEAST OF
 DG3073'HOGANSVILLE ON THE PROPERTY OF HILTON PARKER.
 DG3073'
 DG3073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 29 AND STATE
 DG3073'ROUTE 54 IN HOGANSVILLE, PROCEED SOUTHEAST ON STATE ROUTE 54 AND
 DG3073'STATE ROUTE 100 FOR 3.35 MILES TO THE JUNCTION OF STATE ROUTES
 DG3073'54 AND 100.  CONTINUE ON STATE ROUTE 54, GOING EAST, FOR 1.90
 DG3073'MILES TO ST. PAULS CEMETERY ON THE LEFT.  CONTINUE EAST ON STATE
 DG3073'ROUTE 54 FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 DG3073'INTO THE DRIVEWAY, GOING SOUTH FOR 0.05 MILE TO A GATE.  GO
 DG3073'THROUGH THE GATE AND FOLLOW A TRACK ROAD THAT PARALLELS A
 DG3073'FENCE ON THE RIGHT SIDE OF THE TRACK ROAD FOR 0.25 MILE TO A
 DG3073'GATE.  GO THROUGH THE GATE AND CONTINUE SOUTH STRAIGHT AHEAD
 DG3073'FOR .10 MILE TO THE STATION.
 DG3073'
 DG3073'THE STATION IS A STANDARD DISK STAMPED 099-201, SET IN THE TOP
 DG3073'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3073'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3073'099-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 DG3073'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 26.5 FEET
 DG3073'SOUTHWEST OF SOME CROOKED PINE TREES, 12.5 FEET NORTHWEST OF THE
 DG3073'WITNESS POST, 20 FEET NORTHWEST OF A 20 INCH OAK TREE, AND 13.5
 DG3073'FEET NORTH OF AN OLD CHIMNEY.
 DG3073'
 DG3073'TO REACH THE AZIMUTH MARK FROM ST. PAULS CEMETERY, GO EAST ON
 DG3073'STATE ROUTE 54 FOR 0.20 MILE TO THE MARK ON THE LEFT.
 DG3073'
 DG3073'THE AZIMUTH MARK IS LOCATED 5.0 FEET SOUTHEAST OF A FENCE CORNER,
 DG3073'37 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 54, 57 FEET
 DG3073'NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF STATE ROUTE 54
 DG3073'AND A DRIVEWAY, AND 61.5 FEET SOUTHEAST OF A 12 INCH OAK TREE.  IT
 DG3073'IS A STANDARD DISK STAMPED 099-201, SET IN THE TOP OF A 10 INCH
 DG3073'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3079 ***********************************************************************
 DG3079  DESIGNATION -  BV 099 202
 DG3079  PID         -  DG3079
 DG3079  STATE/COUNTY-  GA/MERIWETHER
 DG3079  USGS QUAD   -  ODESSADALE (1964)
 DG3079
 DG3079                         *CURRENT SURVEY CONTROL
 DG3079  ___________________________________________________________________
 DG3079* NAD 83(1994)-  33 04 20.42385(N)    084 46 54.12466(W)     ADJUSTED  
 DG3079* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 DG3079  ___________________________________________________________________
 DG3079  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DG3079  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG3079
 DG3079  HORZ ORDER  -  SECOND
 DG3079
 DG3079.The horizontal coordinates were established by classical geodetic methods
 DG3079.and adjusted by the National Geodetic Survey in September 1997..
 DG3079
 DG3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3079
 DG3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3079
 DG3079.The geoid height was determined by GEOID03.
 DG3079
 DG3079;                    North         East     Units Scale Factor Converg.
 DG3079;SPC GA W     -   340,791.643   642,575.280   MT  0.99994065   -0 20 08.3
 DG3079;SPC GA W     - 1,118,080.58  2,108,182.40   sFT  0.99994065   -0 20 08.3
 DG3079;UTM  16      - 3,661,494.774   707,076.038   MT  1.00012873   +1 12 39.4
 DG3079
 DG3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3079!SPC GA W     -   0.99995961  x   0.99994065  =   0.99990026
 DG3079!UTM  16      -   0.99995961  x   1.00012873  =   1.00008833
 DG3079
 DG3079|---------------------------------------------------------------------|
 DG3079| PID    Reference Object                     Distance      Geod. Az  |
 DG3079|                                                           dddmmss.s |
 DG3079| DG3078 BV 099 202 GADT 1973 PTA             27.317 METERS 00627     |
 DG3079| CY9691 BV 099 202 AZ MK                                   0545722.4 |
 DG3079|---------------------------------------------------------------------|
 DG3079
 DG3079                          SUPERSEDED SURVEY CONTROL
 DG3079
 DG3079  NAD 83(1994)-  33 04 20.42649(N)    084 46 54.12501(W) AD(       ) 2
 DG3079  NAD 83(1986)-  33 04 20.42917(N)    084 46 54.12276(W) AD(       ) 2
 DG3079  NAD 27      -  33 04 19.98081(N)    084 46 54.36965(W) AD(       ) 2
 DG3079  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 DG3079
 DG3079.Superseded values are not recommended for survey control.
 DG3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3079.See file dsdata.txt to determine how the superseded data were derived.
 DG3079
 DG3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0707661495(NAD 83)
 DG3079_MARKER: DD = SURVEY DISK
 DG3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3079
 DG3079  HISTORY     - Date     Condition        Report By
 DG3079  HISTORY     - 1973     MONUMENTED       GADT
 DG3079
 DG3079                          STATION DESCRIPTION
 DG3079
 DG3079'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3079'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES NORTHWEST OF
 DG3079'GREENVILLE, 9.7 MILES SOUTHEAST OF HOGANSVILLE, AND 14.1 MILES
 DG3079'EAST OF LA GRANGE ON THE PROPERTY OF FRED BELL.
 DG3079'
 DG3079'TO REACH THE STATION FROM THE COURTHOUSE IN GREENVILLE, GO NORTH
 DG3079'ON STATE ROUTE 100 FOR 0.7 MILE TO A SHARP TURN TO THE LEFT OF
 DG3079'STATE ROUTE 100.  CONTINUE ALONG STATE ROUTE 100 NORTHWEST FOR
 DG3079'4.1 MILES TO MERIWETHER COUNTY ROAD 33 CROSSING (JAMES THOMPSON
 DG3079'ROAD TO THE RIGHT, KEITH ROAD TO THE LEFT), TURN LEFT, GOING
 DG3079'WEST, ALONG COUNTY ROAD 33 (KEITH ROAD) FOR .35 MILE TO THE
 DG3079'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON COUNTY ROAD 33
 DG3079'(KEITH ROAD) FOR 0.3 MILE TO A GATE TO A PASTURE ON THE
 DG3079'RIGHT.  THE STATION IS LOCATED IN THE PASTURE AT THE TOP OF A
 DG3079'HILL.
 DG3079'
 DG3079'THE STATION IS A STANDARD DISK STAMPED 099-202, SET IN THE TOP
 DG3079'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3079'THE GROUND.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 DG3079'OF CONCRETE APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE
 DG3079'GROUND.  IT IS LOCATED 180 FEET WEST OF THE CENTERLINE OF COUNTY
 DG3079'ROAD 33 (KEITH ROAD), 132.5 FEET WEST OF A FENCE RUNNING
 DG3079'PARALLEL WITH THE COUNTY ROAD, 82.0 FEET NORTH OF A FENCE
 DG3079'RUNNING EAST AND WEST, 132.5 FEET NORTH-NORTHWEST OF A CORNER
 DG3079'FENCE-GATE POST, AND 109.0 FEET EAST OF THE NORTHEAST CORNER OF
 DG3079'AN OLD SHED IN THE PASTURE.
 DG3079'
 DG3079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-202 AZMK, SET
 DG3079'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3079'THE SURFACE OF THE GROUND.  IT IS LOCATED 24.5 FEET SOUTHEAST OF
 DG3079'THE CENTERLINE OF THE ROAD, 34.5 FEET WEST OF A TELEPHONE POLE
 DG3079'WITH AN UNDERGROUND ENTRANCE, AND 108 FEET EAST OF AN 8 INCH
 DG3079'PINE TREE ON THE NORTHWEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3077 ***********************************************************************
 DG3077  DESIGNATION -  BV 099 203
 DG3077  PID         -  DG3077
 DG3077  STATE/COUNTY-  GA/MERIWETHER
 DG3077  USGS QUAD   -  ODESSADALE (1964)
 DG3077
 DG3077                         *CURRENT SURVEY CONTROL
 DG3077  ___________________________________________________________________
 DG3077* NAD 83(1994)-  33 04 42.65776(N)    084 50 56.24115(W)     ADJUSTED  
 DG3077* NAVD 88     -       261.8    (meters)     859.     (feet)  VERTCON   
 DG3077  ___________________________________________________________________
 DG3077  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DG3077  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3077
 DG3077  HORZ ORDER  -  SECOND
 DG3077
 DG3077.The horizontal coordinates were established by classical geodetic methods
 DG3077.and adjusted by the National Geodetic Survey in September 1997..
 DG3077
 DG3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3077
 DG3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3077
 DG3077.The geoid height was determined by GEOID03.
 DG3077
 DG3077;                    North         East     Units Scale Factor Converg.
 DG3077;SPC GA W     -   341,515.355   636,300.173   MT  0.99995001   -0 22 20.6
 DG3077;SPC GA W     - 1,120,454.96  2,087,594.82   sFT  0.99995001   -0 22 20.6
 DG3077;UTM  16      - 3,662,048.940   700,782.628   MT  1.00009708   +1 10 27.9
 DG3077
 DG3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3077!SPC GA W     -   0.99996343  x   0.99995001  =   0.99991344
 DG3077!UTM  16      -   0.99996343  x   1.00009708  =   1.00006050
 DG3077
 DG3077:                Primary Azimuth Mark                     Grid Az
 DG3077:SPC GA W     -  BV 099 203 AZ MK                         012 09 11.4
 DG3077:UTM  16      -  BV 099 203 AZ MK                         010 36 22.9
 DG3077
 DG3077|---------------------------------------------------------------------|
 DG3077| PID    Reference Object                     Distance      Geod. Az  |
 DG3077|                                                           dddmmss.s |
 DG3077| CY9692 BV 099 203 AZ MK                                   0114650.8 |
 DG3077|---------------------------------------------------------------------|
 DG3077
 DG3077                          SUPERSEDED SURVEY CONTROL
 DG3077
 DG3077  NAD 83(1994)-  33 04 42.66031(N)    084 50 56.24164(W) AD(       ) 2
 DG3077  NAD 83(1986)-  33 04 42.66316(N)    084 50 56.23918(W) AD(       ) 2
 DG3077  NAD 27      -  33 04 42.21688(N)    084 50 56.47899(W) AD(       ) 2
 DG3077  NGVD 29 (07/19/86)  261.8    (m)          859.     (f) VERT ANG       
 DG3077
 DG3077.Superseded values are not recommended for survey control.
 DG3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3077.See file dsdata.txt to determine how the superseded data were derived.
 DG3077
 DG3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0078362049(NAD 83)
 DG3077_MARKER: DD = SURVEY DISK
 DG3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3077
 DG3077  HISTORY     - Date     Condition        Report By
 DG3077  HISTORY     - 1973     MONUMENTED       GADT
 DG3077
 DG3077                          STATION DESCRIPTION
 DG3077
 DG3077'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3077'THE STATION IS LOCATED 3 MILES NORTH-NORTHEAST OF MOUNTVILLE,
 DG3077'3-1/2 MILES SOUTH-SOUTHWEST OF SAINT MARKS, AND 8-3/4 MILES
 DG3077'WEST-NORTHWEST OF GREENVILLE ON THE PROPERTY OF NORMAN KEITH.
 DG3077'
 DG3077'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 109
 DG3077'AND MOUNTVILLE-HOGANSVILLE ROAD (TROUP COUNTY ROAD 92097) LOCATED
 DG3077'IN MOUNTVILLE, GO NORTH ALONG MOUNTVILLE-HOGANSVILLE ROAD FOR
 DG3077'1.5 MILES TO THE JUNCTION OF AVERSON ROAD (COUNTY ROAD 252)
 DG3077'FORKING TO THE RIGHT.  PROCEED NORTH ALONG AVERSON ROAD FOR 1.25
 DG3077'MILES TO THE JUNCTION OF SULLIVAN ROAD (COUNTY ROAD 252)
 DG3077'STRAIGHT AHEAD AND AVERSON ROAD (NOW COUNTY ROAD 253) TURNING
 DG3077'SHARP TO THE RIGHT.  TURN RIGHT CONTINUING ALONG AVERSON
 DG3077'ROAD (COUNTY ROAD 253) EASTERLY TO NORTHEASTERLY FOR 1.5 MILES
 DG3077'TO THE TROUP-MERIWETHER COUNTY LINE WHERE AVERSON
 DG3077'ROAD BECOMES WILBER KEITH ROAD (MERIWETHER COUNTY ROAD 33).
 DG3077'PROCEED EAST ALONG WILBER KEITH ROAD FOR 0.9 MILE TO THE
 DG3077'JUNCTION OF COUNTY ROAD 28 (TOM KEITH ROAD TO THE NORTH AND
 DG3077'ROSS KEITH ROAD TO THE SOUTH) CROSSING, AND NORMAN KEITHS
 DG3077'RESIDENCE IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 DG3077'TURN RIGHT GOING SOUTH ALONG ROSS KEITH ROAD FOR 0.05 MILE TO A
 DG3077'GATE TO A PASTURE ON THE RIGHT.  ENTER THE GATE CONTINUING SOUTH
 DG3077'ALONG THE FENCE LINE RUNNING PARALLEL WITH THE ROAD FOR 0.05
 DG3077'MILE TO THE TOP OF A HILL AND THE STATION.
 DG3077'
 DG3077'THE STATION IS LOCATED 227 FEET WEST OF THE FENCELINE, 3.2 FEET
 DG3077'EAST OF A WITNESS POST, 230 FEET SOUTHWEST OF A POWERPOLE
 DG3077'LOCATED AT THE FENCE LINE, AND 242 FEET NORTHEAST OF ANOTHER
 DG3077'POWERPOLE LOCATED AT THE FENCE LINE.  IT IS A STANDARD BRASS DISK
 DG3077'STAMPED 099-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG3077'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK
 DG3077'IS A STANDARD DISK STAMPED 099-203, SET IN AN IRREGULAR MASS OF
 DG3077'CONCRETE ABOUT 32 INCHES BELOW THE SURFACE OF THE GROUND.
 DG3077'
 DG3077'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF WILBER KEITH
 DG3077'ROAD AND TOM KEITH ROAD TO THE NORTH, GO NORTH ALONG TOM KEITH
 DG3077'ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 DG3077'DISK STAMPED 099-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3077'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG3077'LOCATED 31.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.0 FEET
 DG3077'WEST OF A FENCELINE, 19.0 FEET NORTH OF A NORTH GATE POST, AND
 DG3077'76.0 FEET NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 DG3077'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2136 ***********************************************************************
 CM2136  DESIGNATION -  BV 099 204
 CM2136  PID         -  CM2136
 CM2136  STATE/COUNTY-  GA/MERIWETHER
 CM2136  USGS QUAD   -  DURAND (1964)
 CM2136
 CM2136                         *CURRENT SURVEY CONTROL
 CM2136  ___________________________________________________________________
 CM2136* NAD 83(1994)-  32 59 43.46707(N)    084 46 39.67670(W)     ADJUSTED  
 CM2136* NAVD 88     -       278.     (meters)     912.     (feet)  VERTCON   
 CM2136  ___________________________________________________________________
 CM2136  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CM2136  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CM2136
 CM2136  HORZ ORDER  -  SECOND
 CM2136
 CM2136.The horizontal coordinates were established by classical geodetic methods
 CM2136.and adjusted by the National Geodetic Survey in September 1997..
 CM2136
 CM2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2136
 CM2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2136
 CM2136.The geoid height was determined by GEOID03.
 CM2136
 CM2136;                    North         East     Units Scale Factor Converg.
 CM2136;SPC GA W     -   332,257.913   642,900.403   MT  0.99994019   -0 19 57.9
 CM2136;SPC GA W     - 1,090,082.84  2,109,249.07   sFT  0.99994019   -0 19 57.9
 CM2136;UTM  16      - 3,652,971.296   707,631.234   MT  1.00013158   +1 12 38.3
 CM2136
 CM2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2136!SPC GA W     -   0.99996083  x   0.99994019  =   0.99990103
 CM2136!UTM  16      -   0.99996083  x   1.00013158  =   1.00009241
 CM2136
 CM2136|---------------------------------------------------------------------|
 CM2136| PID    Reference Object                     Distance      Geod. Az  |
 CM2136|                                                           dddmmss.s |
 CM2136| CM2135 BV 099 204 GADT 1973 PTA             21.620 METERS 07343     |
 CM2136| CY8496 BV 099 204 AZ MK                                   1130829.9 |
 CM2136| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX.17.4 KM 1555232.9 |
 CM2136|---------------------------------------------------------------------|
 CM2136
 CM2136                          SUPERSEDED SURVEY CONTROL
 CM2136
 CM2136  NAD 83(1994)-  32 59 43.47065(N)    084 46 39.67705(W) AD(       ) 2
 CM2136  NAD 83(1986)-  32 59 43.47266(N)    084 46 39.67518(W) AD(       ) 2
 CM2136  NAD 27      -  32 59 43.01640(N)    084 46 39.92525(W) AD(       ) 2
 CM2136  NGVD 29 (07/19/86)  278.     (m)          912.     (f) VERT ANG       
 CM2136
 CM2136.Superseded values are not recommended for survey control.
 CM2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2136.See file dsdata.txt to determine how the superseded data were derived.
 CM2136
 CM2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0763152971(NAD 83)
 CM2136_MARKER: DD = SURVEY DISK
 CM2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2136
 CM2136  HISTORY     - Date     Condition        Report By
 CM2136  HISTORY     - 1973     MONUMENTED       GADT
 CM2136
 CM2136                          STATION DESCRIPTION
 CM2136
 CM2136'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2136'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 CM2136'GREENVILLE, 5 MILES NORTH OF DURAND, AND 2.5 MILES SOUTHEAST OF
 CM2136'ODESSADALE ON THE PROPERTY OF ROBERT V. MAY.
 CM2136'
 CM2136'TO REACH THE STATION FROM THE COURTHOUSE IN GREENVILLE, TRAVEL
 CM2136'WEST ON STATE ROUTE 109 FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 CM2136'ROAD 91428 (STOVALL-GREENVILLE ROAD) ON THE LEFT.  TURN LEFT,
 CM2136'TRAVELING SOUTHWEST ON COUNTY ROAD 91428 FOR 0.65 MILE TO THE
 CM2136'JUNCTION OF COUNTY ROAD 86 ON THE LEFT.  CONTINUE ON COUNTY ROAD
 CM2136'91428 FOR 1.35 MILES TO THE PLANTATION PIPE OIL LINE
 CM2136'CROSSING.  CONTINUE ON COUNTY ROAD 91428 FOR 1.95 MILES TO THE
 CM2136'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON COUNTY ROAD 91428 FOR
 CM2136'0.1 MILE TO THE JUNCTION OF COUNTY ROAD 81 ON THE RIGHT.  TURN
 CM2136'RIGHT, TRAVELING ALONG COUNTY ROAD 81 NORTHWESTERLY FOR 0.4 MILE
 CM2136'TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT, TRAVELING EASTERLY
 CM2136'ON THE DRIVEWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CM2136'
 CM2136'THE STATION IS A STANDARD DISK STAMPED 099-204, SET IN THE TOP
 CM2136'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2136'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2136'099-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2136'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 50 FEET
 CM2136'SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 14.7 FEET NORTHWEST
 CM2136'OF A 12 INCH PINE TREE, 117 FEET NORTHEAST OF THE SOUTHEAST
 CM2136'CORNER OF THE MAY RESIDENCE, AND 149 FEET SOUTHEAST OF A POWER
 CM2136'POLE.
 CM2136'
 CM2136'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-204 AZMK, SET IN
 CM2136'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2136'SURFACE OF THE GROUND.  IT IS LOCATED 43.5 FEET NORTHWEST OF
 CM2136'THE CENTERLINE OF THE ROAD, 3.7 FEET SOUTHWEST OF A POWER POLE
 CM2136'AND A WITNESS POST, 92.5 FEET SOUTHWEST OF A 10 INCH OAK TREE IN
 CM2136'A FENCE LINE, AND 149.5 FEET NORTH OF THE CENTER OF A GATE ON
 CM2136'THE SOUTHEAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2133 ***********************************************************************
 CM2133  DESIGNATION -  BV 099 205
 CM2133  PID         -  CM2133
 CM2133  STATE/COUNTY-  GA/MERIWETHER
 CM2133  USGS QUAD   -  DURAND (1964)
 CM2133
 CM2133                         *CURRENT SURVEY CONTROL
 CM2133  ___________________________________________________________________
 CM2133* NAD 83(1994)-  32 59 52.57838(N)    084 48 13.37946(W)     ADJUSTED  
 CM2133* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 CM2133  ___________________________________________________________________
 CM2133  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CM2133  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CM2133
 CM2133  HORZ ORDER  -  SECOND
 CM2133
 CM2133.The horizontal coordinates were established by classical geodetic methods
 CM2133.and adjusted by the National Geodetic Survey in September 1997..
 CM2133
 CM2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2133
 CM2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2133
 CM2133.The geoid height was determined by GEOID03.
 CM2133
 CM2133;                    North         East     Units Scale Factor Converg.
 CM2133;SPC GA W     -   332,553.010   640,469.710   MT  0.99994368   -0 20 49.0
 CM2133;SPC GA W     - 1,091,051.00  2,101,274.37   sFT  0.99994368   -0 20 49.0
 CM2133;UTM  16      - 3,653,200.857   705,193.027   MT  1.00011917   +1 11 47.5
 CM2133
 CM2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2133!SPC GA W     -   0.99996383  x   0.99994368  =   0.99990751
 CM2133!UTM  16      -   0.99996383  x   1.00011917  =   1.00008299
 CM2133
 CM2133|---------------------------------------------------------------------|
 CM2133| PID    Reference Object                     Distance      Geod. Az  |
 CM2133|                                                           dddmmss.s |
 CM2133| CM2134 BV 099 205 GADT 1973 PTA             27.715 METERS 10015     |
 CM2133| CY8497 BV 099 205 AZ MK                                   3122341.8 |
 CM2133|---------------------------------------------------------------------|
 CM2133
 CM2133                          SUPERSEDED SURVEY CONTROL
 CM2133
 CM2133  NAD 83(1994)-  32 59 52.58188(N)    084 48 13.37982(W) AD(       ) 2
 CM2133  NAD 83(1986)-  32 59 52.58396(N)    084 48 13.37790(W) AD(       ) 2
 CM2133  NAD 27      -  32 59 52.12865(N)    084 48 13.62517(W) AD(       ) 2
 CM2133  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 CM2133
 CM2133.Superseded values are not recommended for survey control.
 CM2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2133.See file dsdata.txt to determine how the superseded data were derived.
 CM2133
 CM2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0519353201(NAD 83)
 CM2133_MARKER: DD = SURVEY DISK
 CM2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2133
 CM2133  HISTORY     - Date     Condition        Report By
 CM2133  HISTORY     - 1973     MONUMENTED       GADT
 CM2133
 CM2133                          STATION DESCRIPTION
 CM2133
 CM2133'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2133'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTHEAST OF
 CM2133'ODESSADALE, 5-1/4 MILES SOUTHWEST OF GREENVILLE, AND 5-3/4 MILES
 CM2133'NORTH OF DURAND ON THE PROPERTY OF JOHNNIE H. PARHAM.
 CM2133'
 CM2133'TO REACH THE STATION FROM THE COURTHOUSE IN GREENVILLE, GO WEST
 CM2133'ON STATE ROUTE 109 FOR 2.05 MILES TO THE JUNCTION OF C.H. KING
 CM2133'ROAD (COUNTY ROAD 57) FORKING TO THE RIGHT.  CONTINUE ALONG STATE
 CM2133'ROUTE 109 FOR 4.25 MILES TO THE JUNCTION OF C.H. KING ROAD (COUNTY
 CM2133'ROAD 57) TO THE RIGHT AND CLAUDE HARMON ROAD (COUNTY ROAD 64) TO
 CM2133'THE LEFT.  TURN LEFT, GOING SOUTH ON COUNTY ROAD 64 FOR 1.05
 CM2133'MILES TO THE JUNCTION OF JAMES P. HARMON ROAD (COUNTY ROAD 66)
 CM2133'TO THE RIGHT.  CONTINUE AHEAD ON COUNTY ROAD 64 FOR 0.05 MILE TO
 CM2133'THE JUNCTION OF DOBSON ROAD (COUNTY ROAD 80) TO THE LEFT.  TURN
 CM2133'LEFT, GOING SOUTHEAST ALONG DOBSON ROAD FOR 0.75 MILE TO THE
 CM2133'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST ON THE DOBSON
 CM2133'ROAD FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT,
 CM2133'PROCEEDING ALONG THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON
 CM2133'THE LEFT.
 CM2133'
 CM2133'THE STATION IS A STANDARD DISK STAMPED 099-205, SET IN THE TOP
 CM2133'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2133'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2133'099-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 28
 CM2133'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 11 FEET
 CM2133'NORTH-NORTHEAST OF A WITNESS POST AND FENCE, 81 FEET NORTHWEST
 CM2133'OF A GATE, AND 184 FEET WEST OF A POWER POLE.
 CM2133'
 CM2133'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-205 AZMK, SET IN
 CM2133'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2133'SURFACE OF THE GROUND.  IT IS LOCATED 6.5 FEET SOUTHWEST OF A
 CM2133'WITNESS POST AND FENCE, 24 FEET NORTH-NORTHWEST OF A 20 INCH
 CM2133'OAK TREE, 73.8 FEET NORTH-NORTHWEST OF A 20 INCH OAK TREE IN THE
 CM2133'FENCE LINE, AND 34 FEET SOUTHEAST OF ANOTHER TREE ON THE FENCE
 CM2133'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1996 ***********************************************************************
 CM1996  DESIGNATION -  BV 099 207
 CM1996  PID         -  CM1996
 CM1996  STATE/COUNTY-  GA/MERIWETHER
 CM1996  USGS QUAD   -  WARM SPRINGS (1985)
 CM1996
 CM1996                         *CURRENT SURVEY CONTROL
 CM1996  ___________________________________________________________________
 CM1996* NAD 83(1994)-  32 58 42.86886(N)    084 44 30.99239(W)     ADJUSTED  
 CM1996* NAVD 88     -       291.     (meters)     955.     (feet)  VERTCON   
 CM1996  ___________________________________________________________________
 CM1996  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 CM1996  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CM1996
 CM1996  HORZ ORDER  -  SECOND
 CM1996
 CM1996.The horizontal coordinates were established by classical geodetic methods
 CM1996.and adjusted by the National Geodetic Survey in September 1997..
 CM1996
 CM1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1996
 CM1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1996
 CM1996.The geoid height was determined by GEOID03.
 CM1996
 CM1996;                    North         East     Units Scale Factor Converg.
 CM1996;SPC GA W     -   330,372.395   646,230.656   MT  0.99993564   -0 18 47.3
 CM1996;SPC GA W     - 1,083,896.77  2,120,175.08   sFT  0.99993564   -0 18 47.3
 CM1996;UTM  16      - 3,651,175.776   711,011.737   MT  1.00014904   +1 13 46.5
 CM1996
 CM1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1996!SPC GA W     -   0.99995877  x   0.99993564  =   0.99989442
 CM1996!UTM  16      -   0.99995877  x   1.00014904  =   1.00010781
 CM1996
 CM1996:                Primary Azimuth Mark                     Grid Az
 CM1996:SPC GA W     -  GREENVILLE SOU RWY MICROWAVE             135 05 51.0
 CM1996:UTM  16      -  GREENVILLE SOU RWY MICROWAVE             133 33 17.2
 CM1996
 CM1996|---------------------------------------------------------------------|
 CM1996| PID    Reference Object                     Distance      Geod. Az  |
 CM1996|                                                           dddmmss.s |
 CM1996| CM2000 GREENVILLE SOU RWY MICROWAVE        APPROX. 2.9 KM 1344703.7 |
 CM1996| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX.14.5 KM 1645620.3 |
 CM1996| CY8498 BV 099 207 AZ MK                                   2605649.2 |
 CM1996| CM1995 BV 099 207 GADT 1973 PTA             26.456 METERS 29014     |
 CM1996|---------------------------------------------------------------------|
 CM1996
 CM1996                          SUPERSEDED SURVEY CONTROL
 CM1996
 CM1996  NAD 83(1994)-  32 58 42.87249(N)    084 44 30.99304(W) AD(       ) 2
 CM1996  NAD 83(1986)-  32 58 42.87432(N)    084 44 30.99101(W) AD(       ) 2
 CM1996  NAD 27      -  32 58 42.41509(N)    084 44 31.24536(W) AD(       ) 2
 CM1996  NGVD 29 (07/19/86)  291.     (m)          955.     (f) VERT ANG       
 CM1996
 CM1996.Superseded values are not recommended for survey control.
 CM1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1996.See file dsdata.txt to determine how the superseded data were derived.
 CM1996
 CM1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1101251176(NAD 83)
 CM1996_MARKER: DD = SURVEY DISK
 CM1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1996
 CM1996  HISTORY     - Date     Condition        Report By
 CM1996  HISTORY     - 1973     MONUMENTED       GADT
 CM1996
 CM1996                          STATION DESCRIPTION
 CM1996
 CM1996'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM1996'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF
 CM1996'GREENVILLE 4-1/4 MILES NORTHEAST OF DURAND, AND 5 MILES SOUTHEAST
 CM1996'OF ODESSADALE ON THE PROPERTY OF COLEMAN BASS.
 CM1996'
 CM1996'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN GREENVILLE,
 CM1996'GO SOUTH ON STATE ROUTE 18 AND STATE ROUTE 41 AND U.S. HIGHWAY 27
 CM1996'ALT FOR 4.2 MILES TO THE JUNCTION OF STATE ROUTE 18 TO THE
 CM1996'RIGHT.  TURN RIGHT, GOING SOUTHWESTERLY ON STATE ROUTE 18 FOR
 CM1996'0.9 MILE TO A SOUTHERN RAILWAY MICRO-WAVE TOWER ON THE LEFT AND
 CM1996'COUNTY ROAD 98 TO THE RIGHT.  TURN RIGHT ON COUNTY ROAD 98,
 CM1996'PROCEEDING IN A WESTERLY DIRECTION FOR 0.6 MILE TO THE JUNCTION
 CM1996'OF COUNTY ROAD 87 ON THE RIGHT.  CONTINUE AHEAD IN A WESTERLY
 CM1996'DIRECTION ALONG COUNTY ROAD 98 FOR 1.2 MILES TO COUNTY ROAD
 CM1996'86 ON THE RIGHT.  TURN RIGHT, GOING NORTH ALONG COUNTY ROAD
 CM1996'86 FOR 1.4 MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT,
 CM1996'GOING IN A WESTERLY DIRECTION ALONG THE TRACK ROAD FOR 0.2
 CM1996'MILE TO THE STATION ON THE RIGHT.
 CM1996'
 CM1996'THE STATION IS LOCATED 4 FEET WEST OF A WITNESS POST, 164.0
 CM1996'FEET WEST OF AN 8 INCH PINE TREE, 181.6 FEET SOUTHEAST OF AN 8
 CM1996'INCH PINE TREE, AND 102.3 FEET SOUTH OF A 4 INCH PINE TREE.  IT
 CM1996'IS A STANDARD BRASS DISK STAMPED 099-207, SET IN A 10 INCH
 CM1996'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 CM1996'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1996'099-207, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 32 INCHES
 CM1996'BELOW THE SURFACE OF THE GROUND.
 CM1996'
 CM1996'TO REACH THE AZIMUTH MARK CONTINUE WESTERLY ON THE TRACK ROAD
 CM1996'FOR 0.25 MILE TO THE MARK ON THE LEFT, IN THE SAME FIELD AS THE
 CM1996'STATION.  IT IS LOCATED 4.0 FEET NORTH OF A WITNESS POST, 55.9
 CM1996'FEET WEST OF A TRIANGLE-BLAZED 8 INCH PINE TREE, 10.0 FEET
 CM1996'NORTHEAST OF ANOTHER TRIANGLE-BLAZED 8 INCH PINE TREE, AND 49.2
 CM1996'FEET SOUTH OF ANOTHER TRIANGLE-BLAZED 8 INCH PINE TREE.  IT IS A
 CM1996'STANDARD DISK STAMPED 099-207 AZMK, SET IN THE TOP OF A 10 INCH
 CM1996'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1996'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2125 ***********************************************************************
 CM2125  DESIGNATION -  BV 099 208
 CM2125  PID         -  CM2125
 CM2125  STATE/COUNTY-  GA/MERIWETHER
 CM2125  USGS QUAD   -  DURAND (1964)
 CM2125
 CM2125                         *CURRENT SURVEY CONTROL
 CM2125  ___________________________________________________________________
 CM2125* NAD 83(1994)-  32 57 21.10865(N)    084 49 54.56013(W)     ADJUSTED  
 CM2125* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 CM2125  ___________________________________________________________________
 CM2125  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 CM2125  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CM2125
 CM2125  HORZ ORDER  -  SECOND
 CM2125
 CM2125.The horizontal coordinates were established by classical geodetic methods
 CM2125.and adjusted by the National Geodetic Survey in September 1997..
 CM2125
 CM2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2125
 CM2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2125
 CM2125.The geoid height was determined by GEOID03.
 CM2125
 CM2125;                    North         East     Units Scale Factor Converg.
 CM2125;SPC GA W     -   327,903.323   637,813.785   MT  0.99994767   -0 21 42.7
 CM2125;SPC GA W     - 1,075,796.15  2,092,560.73   sFT  0.99994767   -0 21 42.7
 CM2125;UTM  16      - 3,648,480.569   702,662.813   MT  1.00010645   +1 10 47.6
 CM2125
 CM2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2125!SPC GA W     -   0.99996476  x   0.99994767  =   0.99991243
 CM2125!UTM  16      -   0.99996476  x   1.00010645  =   1.00007121
 CM2125
 CM2125:                Primary Azimuth Mark                     Grid Az
 CM2125:SPC GA W     -  BV 099 208 AZ MK                         173 02 08.7
 CM2125:UTM  16      -  BV 099 208 AZ MK                         171 29 38.4
 CM2125
 CM2125|---------------------------------------------------------------------|
 CM2125| PID    Reference Object                     Distance      Geod. Az  |
 CM2125|                                                           dddmmss.s |
 CM2125| CY8499 BV 099 208 AZ MK                                   1724026.0 |
 CM2125| CM2128 STOVALL                             APPROX. 2.4 KM 2814424.0 |
 CM2125| CM2126 BV 099 208 GADT 1973 PTA             21.105 METERS 33924     |
 CM2125|---------------------------------------------------------------------|
 CM2125
 CM2125                          SUPERSEDED SURVEY CONTROL
 CM2125
 CM2125  NAD 83(1994)-  32 57 21.11153(N)    084 49 54.56087(W) AD(       ) 2
 CM2125  NAD 83(1986)-  32 57 21.11402(N)    084 49 54.55851(W) AD(       ) 2
 CM2125  NAD 27      -  32 57 20.65425(N)    084 49 54.80364(W) AD(       ) 2
 CM2125  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 CM2125
 CM2125.Superseded values are not recommended for survey control.
 CM2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2125.See file dsdata.txt to determine how the superseded data were derived.
 CM2125
 CM2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0266348481(NAD 83)
 CM2125_MARKER: DD = SURVEY DISK
 CM2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2125
 CM2125  HISTORY     - Date     Condition        Report By
 CM2125  HISTORY     - 1973     MONUMENTED       GADT
 CM2125
 CM2125                          STATION DESCRIPTION
 CM2125
 CM2125'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2125'THE STATION IS LOCATED 7.6 MILES NORTH OF PINE MOUNTAIN, 10.1
 CM2125'MILES SOUTHEAST OF GREENVILLE, AND 12.6 MILES SOUTHWEST OF LA GRANGE
 CM2125'ON THE PROPERTY OF DAVID GRIER, GREENVILLE, PHONE 404-672-4674.
 CM2125'
 CM2125'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 CM2125'STATE ROUTE 18 ON THE NORTH SIDE OF PINE MOUNTAIN, GO NORTH ALONG
 CM2125'U.S. HIGHWAY 27 FOR 0.2 MILE TO THE INTERSECTION OF DALLAS MILL
 CM2125'ROAD (COUNTY ROAD 191) ON THE RIGHT.  GO NORTH ALONG DALLAS MILL
 CM2125'ROAD FOR 0.9 MILE TO THE INTERSECTION OF CHIPLEY ROAD (COUNTY
 CM2125'ROAD 188) FORKING TO THE LEFT.  CONTINUE NORTH ALONG DALLAS MILL
 CM2125'ROAD FOR 4.05 MILES TO THE INTERSECTION OF PERRYS MILL ROAD
 CM2125'(COUNTY ROAD 92061) CROSSING.  CONTINUE NORTH ON DALLAS MILL
 CM2125'ROAD FOR 2.1 MILES TO THE JUNCTION OF STOVALL-GREENVILLE ROAD
 CM2125'(COUNTY ROAD 91428) CROSSING.  TURN RIGHT, GOING EAST ON
 CM2125'STOVALL-GREENVILLE ROAD FOR 1.2 MILES TO THE SEABOARD
 CM2125'COASTLINE RAILROAD CROSSING.  CONTINUE EAST ON
 CM2125'STOVALL-GREENVILLE ROAD FOR 0.75 MILE TO THE JUNCTION OF
 CM2125'COUNTY ROAD 78 (MARTIN ROAD TO THE LEFT AND HORACE GREER ROAD
 CM2125'TO THE RIGHT) CROSSING.  TURN RIGHT ON HORACE GREER ROAD,
 CM2125'GOING SOUTH FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT,
 CM2125'FOLLOWING THE DRIVEWAY FOR 0.1 MILE THROUGH THE YARD PAST
 CM2125'THE RIGHT SIDE OF A WHITE FRAME HOUSE CONTINUING ON A FIELD
 CM2125'ROAD TO THE STATION ON THE LEFT NEAR A BARN.
 CM2125'
 CM2125'THE STATION IS LOCATED 217 FEET SOUTH-SOUTHEAST OF THE
 CM2125'SOUTHERNMOST SOUTHEAST CORNER OF THE HOUSE, 9.3 FEET
 CM2125'NORTH-NORTHWEST OF THE WEST CORNER OF THE BARN, 43 FEET NORTHWEST
 CM2125'OF THE NORTH CORNER OF THE BARN WHERE A FENCE IS CONNECTED, 165
 CM2125'FEET SOUTHWEST OF A FORKED TREE NEAR THE FENCELINE, 107 FEET
 CM2125'SOUTH OF A PECAN TREE, 112 FEET SOUTH OF ANOTHER PECAN TREE,
 CM2125'AND 3.5 FEET EAST OF A WITNESS POST PLACED NEAR THE EDGE OF THE
 CM2125'ROAD.  IT IS A STANDARD BRASS DISK STAMPED 099-208, SET IN THE
 CM2125'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CM2125'GROUND SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2125'STAMPED 099-208, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 32
 CM2125'INCHES BELOW THE SURFACE OF THE GROUND.
 CM2125'
 CM2125'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG THE
 CM2125'FIELD ROAD FOR 0.15 MILE TURNING RIGHT AT AN OLD PECAN TREE AND
 CM2125'FOLLOWING ALONG THE EDGE OF A FIELD TO THE RAILROAD AND THE
 CM2125'MARK.  IT IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF THE
 CM2125'RAILROAD TRACKS, 80 FEET NORTHEAST OF A TELEPHONE POLE LOCATED
 CM2125'ON THE SOUTH SIDE OF THE TRACKS, 97 FEET EAST-SOUTHEAST OF A
 CM2125'LONE 6 INCH OAK TREE, AND 3.5 FEET NORTH OF A WITNESS POST SET
 CM2125'ON THE RAILROAD CUT BANK.  IT IS A STANDARD DISK STAMPED
 CM2125'099-208 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2125'POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2127 ***********************************************************************
 CM2127  DESIGNATION -  BV 099 209
 CM2127  PID         -  CM2127
 CM2127  STATE/COUNTY-  GA/MERIWETHER
 CM2127  USGS QUAD   -  DURAND (1964)
 CM2127
 CM2127                         *CURRENT SURVEY CONTROL
 CM2127  ___________________________________________________________________
 CM2127* NAD 83(1994)-  32 55 12.99038(N)    084 46 15.57639(W)     ADJUSTED  
 CM2127* NAVD 88     -       267.1    (meters)     876.     (feet)  VERTCON   
 CM2127  ___________________________________________________________________
 CM2127  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CM2127  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CM2127
 CM2127  HORZ ORDER  -  SECOND
 CM2127
 CM2127.The horizontal coordinates were established by classical geodetic methods
 CM2127.and adjusted by the National Geodetic Survey in September 1997..
 CM2127
 CM2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2127
 CM2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2127
 CM2127.The geoid height was determined by GEOID03.
 CM2127
 CM2127;                    North         East     Units Scale Factor Converg.
 CM2127;SPC GA W     -   323,922.479   643,478.203   MT  0.99993938   -0 19 42.4
 CM2127;SPC GA W     - 1,062,735.67  2,111,144.74   sFT  0.99993938   -0 19 42.4
 CM2127;UTM  16      - 3,644,652.814   708,433.260   MT  1.00013571   +1 12 42.6
 CM2127
 CM2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2127!SPC GA W     -   0.99996251  x   0.99993938  =   0.99990189
 CM2127!UTM  16      -   0.99996251  x   1.00013571  =   1.00009821
 CM2127
 CM2127:                Primary Azimuth Mark                     Grid Az
 CM2127:SPC GA W     -  BV 099 209 AZ MK                         219 37 34.0
 CM2127:UTM  16      -  BV 099 209 AZ MK                         218 05 09.0
 CM2127
 CM2127|---------------------------------------------------------------------|
 CM2127| PID    Reference Object                     Distance      Geod. Az  |
 CM2127|                                                           dddmmss.s |
 CM2127| CY8500 BV 099 209 AZ MK                                   2191751.6 |
 CM2127|---------------------------------------------------------------------|
 CM2127
 CM2127                          SUPERSEDED SURVEY CONTROL
 CM2127
 CM2127  NAD 83(1994)-  32 55 12.99378(N)    084 46 15.57732(W) AD(       ) 2
 CM2127  NAD 83(1986)-  32 55 12.99568(N)    084 46 15.57492(W) AD(       ) 2
 CM2127  NAD 27      -  32 55 12.53079(N)    084 46 15.82716(W) AD(       ) 2
 CM2127  NGVD 29 (07/19/86)  267.1    (m)          876.     (f) VERT ANG       
 CM2127
 CM2127.Superseded values are not recommended for survey control.
 CM2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2127.See file dsdata.txt to determine how the superseded data were derived.
 CM2127
 CM2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0843344653(NAD 83)
 CM2127_MARKER: DD = SURVEY DISK
 CM2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2127
 CM2127  HISTORY     - Date     Condition        Report By
 CM2127  HISTORY     - 1973     MONUMENTED       GADT
 CM2127
 CM2127                          STATION DESCRIPTION
 CM2127
 CM2127'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2127'THE STATION IS LOCATED IN DURAND, APPROXIMATELY 8 MILES SOUTHWEST
 CM2127'OF GREENVILLE AND 6-3/4 MILES SOUTHEAST OF ODESSADALE, ON THE
 CM2127'PROPERTY OF TRINITY UNITED METHODIST CHURCH.
 CM2127'
 CM2127'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 194
 CM2127'AND 18 IN DURAND, GO WEST ON STATE ROUTE 18 FOR 0.2 MILE TO A
 CM2127'PAVED ROAD TO THE RIGHT.  TURN RIGHT ON THE PAVED ROAD, GOING
 CM2127'NORTHEASTERLY FOR 0.1 MILE TO THE TRINITY UNITED METHODIST CHURCH
 CM2127'AND THE STATION ON THE LEFT.
 CM2127'
 CM2127'THE STATION IS LOCATED 76.6 FEET NORTH OF A WITNESS POST, 84
 CM2127'FEET EAST OF THE DICKART HEADSTONE, 74.7 FEET NORTH-NORTHWEST OF
 CM2127'THE HAYNES HEADSTONE, 82.4 FEET WEST-SOUTHWEST OF THE SOUTH
 CM2127'CORNER OF THE TRINITY UNITED METHODIST CHURCH BUILDING, 93.0 FEET
 CM2127'SOUTH OF THE WEST CORNER OF THE CHURCH BUILDING.  IT IS A
 CM2127'STANDARD BRASS DISK STAMPED 099-209, SET IN THE TOP OF A 10 INCH
 CM2127'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 CM2127'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 099-209,
 CM2127'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES
 CM2127'BELOW THE GROUND SURFACE.
 CM2127'
 CM2127'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE PAVED ROAD
 CM2127'GOING NORTH AND STATE ROUTE 18, GO WEST ON STATE ROUTE 18 FOR
 CM2127'0.2 MILE TO THE MARK ON THE NORTH SIDE OF THE ROAD.  IT IS 5
 CM2127'FEET NORTH OF A WITNESS POST, 137.0 FEET NORTH OF THE CENTERLINE
 CM2127'OF STATE ROUTE 18, 72 FEET WEST OF THE SOUTHWESTERNMOST CORNER
 CM2127'OF A GULF SERVICE STATION, 46 FEET NORTHEAST OF A POWER POLE,
 CM2127'AND 39 FEET SOUTH OF A 24 INCH PECAN TREE.  THE MARK IS A
 CM2127'STANDARD DISK STAMPED 099-209 AZMK, SET IN A 10 INCH
 CM2127'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2129 ***********************************************************************
 CM2129  DESIGNATION -  BV 099 210
 CM2129  PID         -  CM2129
 CM2129  STATE/COUNTY-  GA/MERIWETHER
 CM2129  USGS QUAD   -  DURAND (1964)
 CM2129
 CM2129                         *CURRENT SURVEY CONTROL
 CM2129  ___________________________________________________________________
 CM2129* NAD 83(1994)-  32 54 36.60521(N)    084 49 46.08447(W)     ADJUSTED  
 CM2129* NAVD 88     -       252.     (meters)     827.     (feet)  VERTCON   
 CM2129  ___________________________________________________________________
 CM2129  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 CM2129  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CM2129
 CM2129  HORZ ORDER  -  SECOND
 CM2129
 CM2129.The horizontal coordinates were established by classical geodetic methods
 CM2129.and adjusted by the National Geodetic Survey in September 1997..
 CM2129
 CM2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2129
 CM2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2129
 CM2129.The geoid height was determined by GEOID03.
 CM2129
 CM2129;                    North         East     Units Scale Factor Converg.
 CM2129;SPC GA W     -   322,834.533   638,002.029   MT  0.99994738   -0 21 36.5
 CM2129;SPC GA W     - 1,059,166.30  2,093,178.32   sFT  0.99994738   -0 21 36.5
 CM2129;UTM  16      - 3,643,417.864   702,987.333   MT  1.00010808   +1 10 46.9
 CM2129
 CM2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2129!SPC GA W     -   0.99996490  x   0.99994738  =   0.99991228
 CM2129!UTM  16      -   0.99996490  x   1.00010808  =   1.00007297
 CM2129
 CM2129:                Primary Azimuth Mark                     Grid Az
 CM2129:SPC GA W     -  PINE MTN MUN TANK                        206 21 13.3
 CM2129:UTM  16      -  PINE MTN MUN TANK                        204 48 49.9
 CM2129
 CM2129|---------------------------------------------------------------------|
 CM2129| PID    Reference Object                     Distance      Geod. Az  |
 CM2129|                                                           dddmmss.s |
 CM2129| CM2145 PINE MTN MUN TANK                   APPROX. 5.4 KM 2055936.8 |
 CM2129| CY8501 BV 099 210 AZ MK                                   2442921.0 |
 CM2129| CM2130 BV 099 210 GADT 1973 PTA             26.070 METERS 26148     |
 CM2129|---------------------------------------------------------------------|
 CM2129
 CM2129                          SUPERSEDED SURVEY CONTROL
 CM2129
 CM2129  NAD 83(1994)-  32 54 36.60840(N)    084 49 46.08531(W) AD(       ) 2
 CM2129  NAD 83(1986)-  32 54 36.61058(N)    084 49 46.08302(W) AD(       ) 2
 CM2129  NAD 27      -  32 54 36.14632(N)    084 49 46.33009(W) AD(       ) 2
 CM2129  NGVD 29 (07/19/86)  252.     (m)          827.     (f) VERT ANG       
 CM2129
 CM2129.Superseded values are not recommended for survey control.
 CM2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2129.See file dsdata.txt to determine how the superseded data were derived.
 CM2129
 CM2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0298743418(NAD 83)
 CM2129_MARKER: DD = SURVEY DISK
 CM2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2129
 CM2129  HISTORY     - Date     Condition        Report By
 CM2129  HISTORY     - 1973     MONUMENTED       GADT
 CM2129
 CM2129                          STATION DESCRIPTION
 CM2129
 CM2129'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2129'THE STATION IS LOCATED 3-1/2 MILES SOUTHWEST OF DURAND, 3-1/2
 CM2129'MILES NORTHEAST OF PINE MOUNTAIN, AND 7 MILES SOUTH OF ODESSADALE
 CM2129'ON THE PROPERTY OF J.S. STRICKLAND.
 CM2129'
 CM2129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 CM2129'STATE ROUTE 18 ON THE NORTH SIDE OF PINE MOUNTAIN, GO NORTHEAST
 CM2129'ON STATE ROUTE 18 FOR 2.3 MILES TO THE JUNCTION OF JOHN WALLACE
 CM2129'ROAD (COUNTY ROAD 107) TO THE LEFT.  PROCEED NORTHEASTERLY ON
 CM2129'STATE ROUTE 18 FOR 1.4 MILES TO ROBERT WILLIAMS ROAD (COUNTY ROAD
 CM2129'92061) TO THE LEFT.  TURN LEFT ONTO ROBERT WILLIAMS ROAD, GOING
 CM2129'WEST-NORTHWESTERLY FOR 1.3 MILES TO A TRACK ROAD ON THE
 CM2129'RIGHT.  TURN RIGHT ON THE TRACK ROAD, GOING IN A
 CM2129'NORTH-NORTHEASTERLY DIRECTION FOR 0.1 MILE TO THE STATION ON
 CM2129'THE RIGHT.
 CM2129'
 CM2129'THE STATION IS LOCATED 576.0 FEET NORTHEAST OF A POWERPOLE ON
 CM2129'THE SOUTH SIDE OF ROBERT WILLIAMS ROAD WEST OF THE JUNCTION OF
 CM2129'THE TRACK ROAD, 4.0 FEET WEST OF A WITNESS POST SET IN A FENCE
 CM2129'LINE, 17.0 FEET NORTHWEST OF AN 8 INCH OAK TREE, AND 35.4 FEET
 CM2129'SOUTHWEST OF A TWIN 8 INCH SWEETGUM TREE.  THE STATION IS A
 CM2129'STANDARD BRASS DISK STAMPED 099-210, SET IN THE TOP OF A 10 INCH
 CM2129'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2129'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2129'099-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2129'INCHES BELOW THE SURFACE OF THE GROUND.
 CM2129'
 CM2129'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE TRACK ROAD
 CM2129'AND ROBERT WILLIAMS ROAD, GO NORTHWESTERLY ALONG ROBERT WILLIAMS
 CM2129'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 129
 CM2129'FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CM2129'OF ROBERT WILLIAMS ROAD AND JOHN WALLACE ROAD, 58 FEET EAST OF
 CM2129'THE CENTERLINE OF JOHN WALLACE ROAD, 3.7 FEET WEST OF A WITNESS
 CM2129'POST, AND 7 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS A
 CM2129'STANDARD DISK STAMPED 099-210 AZMK, SET IN THE TOP OF A 10
 CM2129'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2129'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2124 ***********************************************************************
 CM2124  DESIGNATION -  BV 099 211
 CM2124  PID         -  CM2124
 CM2124  STATE/COUNTY-  GA/MERIWETHER
 CM2124  USGS QUAD   -  DURAND (1964)
 CM2124
 CM2124                         *CURRENT SURVEY CONTROL
 CM2124  ___________________________________________________________________
 CM2124* NAD 83(1994)-  32 54 12.72816(N)    084 51 36.13735(W)     ADJUSTED  
 CM2124* NAVD 88     -       271.4    (meters)     890.     (feet)  VERTCON   
 CM2124  ___________________________________________________________________
 CM2124  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 CM2124  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CM2124
 CM2124  HORZ ORDER  -  SECOND
 CM2124
 CM2124.The horizontal coordinates were established by classical geodetic methods
 CM2124.and adjusted by the National Geodetic Survey in September 1997..
 CM2124
 CM2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2124
 CM2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2124
 CM2124.The geoid height was determined by GEOID03.
 CM2124
 CM2124;                    North         East     Units Scale Factor Converg.
 CM2124;SPC GA W     -   322,117.409   635,137.617   MT  0.99995186   -0 22 36.0
 CM2124;SPC GA W     - 1,056,813.53  2,083,780.67   sFT  0.99995186   -0 22 36.0
 CM2124;UTM  16      - 3,642,623.914   700,142.793   MT  1.00009394   +1 09 46.3
 CM2124
 CM2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2124!SPC GA W     -   0.99996186  x   0.99995186  =   0.99991372
 CM2124!UTM  16      -   0.99996186  x   1.00009394  =   1.00005580
 CM2124
 CM2124:                Primary Azimuth Mark                     Grid Az
 CM2124:SPC GA W     -  BV 099 211 AZ MK                         202 52 02.4
 CM2124:UTM  16      -  BV 099 211 AZ MK                         201 19 40.1
 CM2124
 CM2124|---------------------------------------------------------------------|
 CM2124| PID    Reference Object                     Distance      Geod. Az  |
 CM2124|                                                           dddmmss.s |
 CM2124| CY8502 BV 099 211 AZ MK                                   2022926.4 |
 CM2124|---------------------------------------------------------------------|
 CM2124
 CM2124                          SUPERSEDED SURVEY CONTROL
 CM2124
 CM2124  NAD 83(1994)-  32 54 12.73132(N)    084 51 36.13822(W) AD(       ) 2
 CM2124  NAD 83(1986)-  32 54 12.73359(N)    084 51 36.13592(W) AD(       ) 2
 CM2124  NAD 27      -  32 54 12.26921(N)    084 51 36.38005(W) AD(       ) 2
 CM2124  NGVD 29 (07/19/86)  271.4    (m)          890.     (f) VERT ANG       
 CM2124
 CM2124.Superseded values are not recommended for survey control.
 CM2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2124.See file dsdata.txt to determine how the superseded data were derived.
 CM2124
 CM2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0014342624(NAD 83)
 CM2124_MARKER: DD = SURVEY DISK
 CM2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2124
 CM2124  HISTORY     - Date     Condition        Report By
 CM2124  HISTORY     - 1973     MONUMENTED       GADT
 CM2124
 CM2124                          STATION DESCRIPTION
 CM2124
 CM2124'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2124'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF PINE
 CM2124'MOUNTAIN, 5 MILES WEST OF DURAND, AND 9-1/2 MILES SOUTH OF
 CM2124'MOUNTSVILLE ON COUNTY RIGHT OF WAY.
 CM2124'
 CM2124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 CM2124'STATE ROUTE 18 AT THE NORTH EDGE OF PINE MOUNTAIN, PROCEED
 CM2124'NORTHWEST ON U.S. HIGHWAY 27 FOR 0.2 MILE TO THE JUNCTION OF
 CM2124'DALLAS MILL ROAD TO THE RIGHT.  TURN RIGHT, GOING NORTH ON DALLAS
 CM2124'MILL ROAD FOR 1 MILE TO THE JUNCTION OF CHIPLEY ROAD TO THE
 CM2124'LEFT.  CONTINUE NORTH ON DALLAS MILL ROAD FOR 1.15 MILES TO THE
 CM2124'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON DALLAS MILL ROAD
 CM2124'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CM2124'
 CM2124'THE STATION IS A STANDARD BRASS DISK STAMPED 099-211, SET IN
 CM2124'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2124'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2124'STAMPED 099-211, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2124'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2124'LOCATED 4 FEET WEST OF A WITNESS POST, 38.5 FEET EAST OF THE
 CM2124'CENTERLINE OF THE ROAD, 44.2 FEET SOUTHEAST OF A 10 INCH PINE
 CM2124'TREE ON AN EAST-WEST FENCELINE, AND 70.7 FEET SOUTHEAST OF A
 CM2124'POWER POLE ON THE WEST SIDE OF THE ROAD.
 CM2124'
 CM2124'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-211 AZMK, SET
 CM2124'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM2124'THE SURFACE OF THE GROUND.  IT IS LOCATED 299 FEET SOUTHWEST OF
 CM2124'THE POINT OF INTERSECTION OF THE CENTERLINES OF GATES ROAD AND
 CM2124'DALLAS MILL ROAD, 36.2 FEET WEST OF THE CENTERLINE OF DALLAS MILL
 CM2124'ROAD, AND 4 FEET EAST OF A WITNESS POST SET IN A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1971 ***********************************************************************
 CM1971  DESIGNATION -  BV 099 212
 CM1971  PID         -  CM1971
 CM1971  STATE/COUNTY-  GA/MERIWETHER
 CM1971  USGS QUAD   -  MANCHESTER (1985)
 CM1971
 CM1971                         *CURRENT SURVEY CONTROL
 CM1971  ___________________________________________________________________
 CM1971* NAD 83(1994)-  32 51 30.36036(N)    084 36 44.09370(W)     ADJUSTED  
 CM1971* NAVD 88     -       268.5    (meters)     881.     (feet)  VERTCON   
 CM1971  ___________________________________________________________________
 CM1971  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 CM1971  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CM1971
 CM1971  HORZ ORDER  -  SECOND
 CM1971
 CM1971.The horizontal coordinates were established by classical geodetic methods
 CM1971.and adjusted by the National Geodetic Survey in September 1997..
 CM1971
 CM1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1971
 CM1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1971
 CM1971.The geoid height was determined by GEOID03.
 CM1971
 CM1971;                    North         East     Units Scale Factor Converg.
 CM1971;SPC GA W     -   316,990.751   658,296.592   MT  0.99992144   -0 14 30.3
 CM1971;SPC GA W     - 1,039,993.82  2,159,761.40   sFT  0.99992144   -0 14 30.3
 CM1971;UTM  16      - 3,638,119.979   723,436.156   MT  1.00021562   +1 17 45.8
 CM1971
 CM1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1971!SPC GA W     -   0.99996221  x   0.99992144  =   0.99988365
 CM1971!UTM  16      -   0.99996221  x   1.00021562  =   1.00017782
 CM1971
 CM1971:                Primary Azimuth Mark                     Grid Az
 CM1971:SPC GA W     -  BV 099 212 AZ MK                         010 45 31.1
 CM1971:UTM  16      -  BV 099 212 AZ MK                         009 13 15.0
 CM1971
 CM1971|---------------------------------------------------------------------|
 CM1971| PID    Reference Object                     Distance      Geod. Az  |
 CM1971|                                                           dddmmss.s |
 CM1971| CY8503 BV 099 212 AZ MK                                   0103100.8 |
 CM1971| CM1975 MANCHESTER MILLIKEN TANK            438.004 METERS 1151243.9 |
 CM1971| CM1974 MANCHESTER GA HWY PATROL TWR        APPROX. 1.8 KM 2125202.4 |
 CM1971| CM1976 MANCHESTER STA WFDR FM MAST         APPROX. 1.9 KM 2141827.2 |
 CM1971|---------------------------------------------------------------------|
 CM1971
 CM1971                          SUPERSEDED SURVEY CONTROL
 CM1971
 CM1971  NAD 83(1994)-  32 51 30.36528(N)    084 36 44.09374(W) AD(       ) 2
 CM1971  NAD 83(1986)-  32 51 30.36586(N)    084 36 44.09326(W) AD(       ) 2
 CM1971  NAD 27      -  32 51 29.89212(N)    084 36 44.36559(W) AD(       ) 2
 CM1971  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 CM1971
 CM1971.Superseded values are not recommended for survey control.
 CM1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1971.See file dsdata.txt to determine how the superseded data were derived.
 CM1971
 CM1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2343638120(NAD 83)
 CM1971_MARKER: DD = SURVEY DISK
 CM1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1971
 CM1971  HISTORY     - Date     Condition        Report By
 CM1971  HISTORY     - 1974     MONUMENTED       GADT
 CM1971
 CM1971                          STATION DESCRIPTION
 CM1971
 CM1971'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1971'THE STATION IS LOCATED IN MANCHESTER ON THE PROPERTY OF CALLAWAY
 CM1971'EDUCATIONAL CENTER.
 CM1971'
 CM1971'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85E,
 CM1971'190, AND 85 SPUR, LOCATED IN NORTH MANCHESTER, TRAVEL NORTH ON
 CM1971'STATE ROUTE 85 SPUR FOR 0.25 MILE TO THE JUNCTION WHERE STATE
 CM1971'ROUTE 85 SPUR TURNS TO THE LEFT ONTO PERRY STREET.  TURN LEFT
 CM1971'TRAVELING WEST ON STATE ROUTE 85 SPUR (PERRY STREET) FOR 0.05
 CM1971'MILE TO A DRIVEWAY TO THE CALLAWAY EDUCATIONAL CENTER ON THE
 CM1971'LEFT.  TURN LEFT, TRAVELING SOUTH ON THE DRIVEWAY FOR 0.15 MILE
 CM1971'TO THE STATION ON THE RIGHT.
 CM1971'
 CM1971'THE STATION IS A STANDARD DISK STAMPED 099-212, SET IN THE TOP OF
 CM1971'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1971'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1971'099-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1971'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 9.0 FEET
 CM1971'SOUTHEAST OF A 14 INCH PINE TREE, 33.0 FEET NORTH OF A WITNESS
 CM1971'POST AND A POWER POLE, 127 FEET NORTHEAST OF THE POINT OF
 CM1971'INTERSECTION OF TWO SIDEWALKS, AND 227 FEET WEST OF A POWER
 CM1971'POLE.
 CM1971'
 CM1971'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 85
 CM1971'SPUR (PERRY STREET) AND THE DRIVEWAY, TRAVEL WESTERLY ON STATE
 CM1971'ROUTE 85 SPUR FOR 0.05 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CM1971'STANDARD DISK STAMPED 099-212, SET IN THE TOP OF A 10 INCH
 CM1971'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM1971'IT IS LOCATED 28 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 85
 CM1971'SPUR, 2.3 FEET SOUTH OF A WITNESS POST SET ON A FENCE LINE, 15.5
 CM1971'FEET SOUTHWEST OF A 14 INCH PINE TREE, AND 52 FEET NORTHEAST
 CM1971'OF A PARKING LOT DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1960 ***********************************************************************
 CM1960  DESIGNATION -  BV 099 213
 CM1960  PID         -  CM1960
 CM1960  STATE/COUNTY-  GA/MERIWETHER
 CM1960  USGS QUAD   -  WOODBURY (1985)
 CM1960
 CM1960                         *CURRENT SURVEY CONTROL
 CM1960  ___________________________________________________________________
 CM1960* NAD 83(1994)-  32 53 20.35659(N)    084 36 48.18906(W)     ADJUSTED  
 CM1960* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 CM1960  ___________________________________________________________________
 CM1960  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CM1960  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CM1960
 CM1960  HORZ ORDER  -  SECOND
 CM1960
 CM1960.The horizontal coordinates were established by classical geodetic methods
 CM1960.and adjusted by the National Geodetic Survey in September 1997..
 CM1960
 CM1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1960
 CM1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1960
 CM1960.The geoid height was determined by GEOID03.
 CM1960
 CM1960;                    North         East     Units Scale Factor Converg.
 CM1960;SPC GA W     -   320,379.467   658,204.459   MT  0.99992153   -0 14 33.3
 CM1960;SPC GA W     - 1,051,111.63  2,159,459.13   sFT  0.99992153   -0 14 33.3
 CM1960;UTM  16      - 3,641,505.994   723,253.024   MT  1.00021460   +1 17 47.4
 CM1960
 CM1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1960!SPC GA W     -   0.99996372  x   0.99992153  =   0.99988525
 CM1960!UTM  16      -   0.99996372  x   1.00021460  =   1.00017831
 CM1960
 CM1960:                Primary Azimuth Mark                     Grid Az
 CM1960:SPC GA W     -  BV 099 213 AZ MK                         135 18 03.9
 CM1960:UTM  16      -  BV 099 213 AZ MK                         133 45 43.2
 CM1960
 CM1960|---------------------------------------------------------------------|
 CM1960| PID    Reference Object                     Distance      Geod. Az  |
 CM1960|                                                           dddmmss.s |
 CM1960| CY8504 BV 099 213 AZ MK                                   1350330.6 |
 CM1960| CM1974 MANCHESTER GA HWY PATROL TWR        APPROX. 5.0 KM 1900411.9 |
 CM1960| CM1976 MANCHESTER STA WFDR FM MAST         APPROX. 5.0 KM 1904724.7 |
 CM1960|---------------------------------------------------------------------|
 CM1960
 CM1960                          SUPERSEDED SURVEY CONTROL
 CM1960
 CM1960  NAD 83(1994)-  32 53 20.36164(N)    084 36 48.18933(W) AD(       ) 2
 CM1960  NAD 83(1986)-  32 53 20.36220(N)    084 36 48.18876(W) AD(       ) 2
 CM1960  NAD 27      -  32 53 19.89186(N)    084 36 48.45995(W) AD(       ) 2
 CM1960  NGVD 29 (07/19/86)  259.0    (m)          850.     (f) VERT ANG       
 CM1960
 CM1960.Superseded values are not recommended for survey control.
 CM1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1960.See file dsdata.txt to determine how the superseded data were derived.
 CM1960
 CM1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2325341506(NAD 83)
 CM1960_MARKER: DD = SURVEY DISK
 CM1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1960
 CM1960  HISTORY     - Date     Condition        Report By
 CM1960  HISTORY     - 1973     MONUMENTED       GADT
 CM1960
 CM1960                          STATION DESCRIPTION
 CM1960
 CM1960'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM1960'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH OF MANCHESTER,
 CM1960'6-1/2 MILES NORTHEAST OF SHILOH, AND 4 MILES SOUTHEAST OF WARM
 CM1960'SPRINGS ON THE COUNTY RIGHT OF WAY.
 CM1960'
 CM1960'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85E AND
 CM1960'STATE ROUTE 190, LOCATED IN THE NORTHEAST SECTION OF MANCHESTER,
 CM1960'TRAVEL NORTH ON STATE ROUTE 85E FOR 2.1 MILES TO THE JUNCTION OF
 CM1960'MC GILL ROAD (COUNTY ROAD 180) CROSSING.  TURN LEFT, TRAVELING
 CM1960'WEST ON MC GILL ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 CM1960'RIGHT.  CONTINUE TRAVELING NORTHWESTERLY ON MC GILL ROAD FOR
 CM1960'0.25 MILE TO THE STATION ON THE LEFT.
 CM1960'
 CM1960'THE STATION IS A STANDARD DISK STAMPED 099-213, SET IN THE TOP
 CM1960'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1960'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1960'099-213, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1960'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 38.5 FEET
 CM1960'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 78.7 FEET SOUTHWEST OF
 CM1960'A FENCE LINE, 3.8 FEET NORTHEAST OF A FENCE LINE, AND 3.3 FEET
 CM1960'NORTHEAST OF A WITNESS POST.
 CM1960'
 CM1960'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-213 AZMK, SET IN
 CM1960'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1960'SURFACE OF THE GROUND.  IT IS LOCATED 36.0 FEET NORTHEAST OF THE
 CM1960'CENTERLINE OF THE ROAD, 3.3 FEET SOUTHWEST OF A WITNESS POST,
 CM1960'14 FEET SOUTH OF A JUNCTION OF TWO FENCE LINES, 88 FEET EAST OF A
 CM1960'POWER POLE, AND 336 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 CM1960'OF A DRIVEWAY LEADING NORTHEAST AND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1963 ***********************************************************************
 CM1963  DESIGNATION -  BV 099 214
 CM1963  PID         -  CM1963
 CM1963  STATE/COUNTY-  GA/MERIWETHER
 CM1963  USGS QUAD   -  WOODBURY (1985)
 CM1963
 CM1963                         *CURRENT SURVEY CONTROL
 CM1963  ___________________________________________________________________
 CM1963* NAD 83(1994)-  32 53 58.26065(N)    084 35 56.76558(W)     ADJUSTED  
 CM1963* NAVD 88     -       271.5    (meters)     891.     (feet)  VERTCON   
 CM1963  ___________________________________________________________________
 CM1963  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CM1963  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CM1963
 CM1963  HORZ ORDER  -  SECOND
 CM1963
 CM1963.The horizontal coordinates were established by classical geodetic methods
 CM1963.and adjusted by the National Geodetic Survey in September 1997..
 CM1963
 CM1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1963
 CM1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1963
 CM1963.The geoid height was determined by GEOID03.
 CM1963
 CM1963;                    North         East     Units Scale Factor Converg.
 CM1963;SPC GA W     -   321,541.479   659,545.710   MT  0.99992017   -0 14 05.6
 CM1963;SPC GA W     - 1,054,924.00  2,163,859.55   sFT  0.99992017   -0 14 05.6
 CM1963;UTM  16      - 3,642,703.973   724,562.966   MT  1.00022184   +1 18 16.7
 CM1963
 CM1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1963!SPC GA W     -   0.99996176  x   0.99992017  =   0.99988193
 CM1963!UTM  16      -   0.99996176  x   1.00022184  =   1.00018359
 CM1963
 CM1963:                Primary Azimuth Mark                     Grid Az
 CM1963:SPC GA W     -  BV 099 214 AZ MK                         183 34 04.8
 CM1963:UTM  16      -  BV 099 214 AZ MK                         182 01 42.5
 CM1963
 CM1963|---------------------------------------------------------------------|
 CM1963| PID    Reference Object                     Distance      Geod. Az  |
 CM1963|                                                           dddmmss.s |
 CM1963| CY8505 BV 099 214 AZ MK                                   1831959.2 |
 CM1963| CM1974 MANCHESTER GA HWY PATROL TWR        APPROX. 6.5 KM 1995929.9 |
 CM1963| CM1976 MANCHESTER STA WFDR FM MAST         APPROX. 6.5 KM 2002936.3 |
 CM1963| CM1992 MANCHESTER MUN TANK                 APPROX. 5.9 KM 2154954.0 |
 CM1963|---------------------------------------------------------------------|
 CM1963
 CM1963                          SUPERSEDED SURVEY CONTROL
 CM1963
 CM1963  NAD 83(1994)-  32 53 58.26589(N)    084 35 56.76585(W) AD(       ) 2
 CM1963  NAD 83(1986)-  32 53 58.26637(N)    084 35 56.76530(W) AD(       ) 2
 CM1963  NAD 27      -  32 53 57.79718(N)    084 35 57.03705(W) AD(       ) 2
 CM1963  NGVD 29 (07/19/86)  271.5    (m)          891.     (f) VERT ANG       
 CM1963
 CM1963.Superseded values are not recommended for survey control.
 CM1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1963.See file dsdata.txt to determine how the superseded data were derived.
 CM1963
 CM1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2456342704(NAD 83)
 CM1963_MARKER: DD = SURVEY DISK
 CM1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1963
 CM1963  HISTORY     - Date     Condition        Report By
 CM1963  HISTORY     - 1974     MONUMENTED       GADT
 CM1963  HISTORY     - 20000607 GOOD             GADT
 CM1963
 CM1963                          STATION DESCRIPTION
 CM1963
 CM1963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1963'THE STATION IS LOCATED APPROXIMATELY 5 MILES WEST OF MANCHESTER,
 CM1963'5-1/4 MILES SOUTHWEST OF WARM SPRINGS, AND 8 MILES NORTH OF
 CM1963'WOODLAND ON STATE RIGHT OF WAY.
 CM1963'
 CM1963'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85E AND
 CM1963'STATE ROUTE 190 IN NORTH MANCHESTER, TRAVEL NORTH ON STATE ROUTE
 CM1963'85E FOR 1.7 MILES TO COVE CHURCH ROAD (COUNTY ROAD 91068) TO THE
 CM1963'RIGHT.  CONTINUE NORTH ON STATE ROUTE 85 E FOR 1.0 MILE TO THE
 CM1963'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON STATE ROUTE 85E FOR
 CM1963'0.3 MILE TO THE STATION ON THE RIGHT.
 CM1963'
 CM1963'THE STATION IS A STANDARD BRASS DISK STAMPED 099-214, SET IN
 CM1963'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1963'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1963'STAMPED 099-214, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1963'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1963'LOCATED 26 FEET EAST OF THE CENTERLINE OF STATE ROUTE 85E, 3
 CM1963'FEET WEST OF A WITNESS POST, 4.2 FEET WEST OF A FENCE, 26.5 FEET
 CM1963'NORTHWEST OF A POWER POLE, AND 132 FEET SOUTHWEST OF A POWER
 CM1963'POLE.
 CM1963'
 CM1963'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-214 AZMK, SET IN
 CM1963'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1963'SURFACE OF THE GROUND.  IT IS LOCATED 41 FEET WEST OF THE
 CM1963'CENTERLINE OF STATE ROUTE 85E, 1.8 FEET EAST OF A WITNESS POST,
 CM1963'15 FEET EAST OF A POWER POLE, 39 FEET SOUTHEAST OF A 12 INCH
 CM1963'OAK TREE, AND 111 FEET SOUTH-SOUTHEAST OF A 24 INCH OAK TREE.
 CM1963
 CM1963                          STATION RECOVERY (2000)
 CM1963
 CM1963'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 CM1963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1961 ***********************************************************************
 CM1961  DESIGNATION -  BV 099 215
 CM1961  PID         -  CM1961
 CM1961  STATE/COUNTY-  GA/MERIWETHER
 CM1961  USGS QUAD   -  WOODBURY (1985)
 CM1961
 CM1961                         *CURRENT SURVEY CONTROL
 CM1961  ___________________________________________________________________
 CM1961* NAD 83(1994)-  32 53 15.86420(N)    084 34 08.49188(W)     ADJUSTED  
 CM1961* NAVD 88     -       313.5    (meters)    1029.     (feet)  VERTCON   
 CM1961  ___________________________________________________________________
 CM1961  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 CM1961  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CM1961
 CM1961  HORZ ORDER  -  SECOND
 CM1961
 CM1961.The horizontal coordinates were established by classical geodetic methods
 CM1961.and adjusted by the National Geodetic Survey in September 1997..
 CM1961
 CM1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1961
 CM1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1961
 CM1961.The geoid height was determined by GEOID03.
 CM1961
 CM1961;                    North         East     Units Scale Factor Converg.
 CM1961;SPC GA W     -   320,224.386   662,354.362   MT  0.99991747   -0 13 06.5
 CM1961;SPC GA W     - 1,050,602.84  2,173,074.27   sFT  0.99991747   -0 13 06.5
 CM1961;UTM  16      - 3,641,462.416   727,406.869   MT  1.00023769   +1 19 14.1
 CM1961
 CM1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1961!SPC GA W     -   0.99995515  x   0.99991747  =   0.99987262
 CM1961!UTM  16      -   0.99995515  x   1.00023769  =   1.00019282
 CM1961
 CM1961:                Primary Azimuth Mark                     Grid Az
 CM1961:SPC GA W     -  BV 099 215 AZ MK                         295 15 33.2
 CM1961:UTM  16      -  BV 099 215 AZ MK                         293 43 12.6
 CM1961
 CM1961|---------------------------------------------------------------------|
 CM1961| PID    Reference Object                     Distance      Geod. Az  |
 CM1961|                                                           dddmmss.s |
 CM1961| CY8506 BV 099 215 AZ MK                                   2950226.7 |
 CM1961|---------------------------------------------------------------------|
 CM1961
 CM1961                          SUPERSEDED SURVEY CONTROL
 CM1961
 CM1961  NAD 83(1994)-  32 53 15.86945(N)    084 34 08.49213(W) AD(       ) 2
 CM1961  NAD 83(1986)-  32 53 15.86989(N)    084 34 08.49154(W) AD(       ) 2
 CM1961  NAD 27      -  32 53 15.39825(N)    084 34 08.76693(W) AD(       ) 2
 CM1961  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 CM1961
 CM1961.Superseded values are not recommended for survey control.
 CM1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1961.See file dsdata.txt to determine how the superseded data were derived.
 CM1961
 CM1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2740741462(NAD 83)
 CM1961_MARKER: DD = SURVEY DISK
 CM1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1961
 CM1961  HISTORY     - Date     Condition        Report By
 CM1961  HISTORY     - 1973     MONUMENTED       GADT
 CM1961
 CM1961                          STATION DESCRIPTION
 CM1961
 CM1961'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM1961'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 CM1961'MANCHESTER 5 MILES SOUTHEAST OF RALEIGH, AND 7 MILES NORTH OF
 CM1961'WOODLAND ON THE PROPERTY OF MR. ROBERT S. BISHOP.
 CM1961'
 CM1961'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85E AND
 CM1961'STATE ROUTE 190, LOCATED IN THE NORTH SECTION OF MANCHESTER, TRAVEL
 CM1961'EAST ON STATE ROUTE 190 FOR 1.6 MILES TO THE JUNCTION OF ROBERT
 CM1961'J. SHIRLEY ROAD (COUNTY ROAD 191) TO THE LEFT.  TURN LEFT,
 CM1961'TRAVELING IN A NORTHERLY DIRECTION ON COUNTY ROAD 191 FOR 0.55
 CM1961'MILE TO THE PIGEON CREEK BRIDGE.  CONTINUE ON THE COUNTY ROAD
 CM1961'FOR 1.25 MILES TO THE TERMINATION OF COUNTY ROAD 191 AND THE
 CM1961'CROSSING OF L. L. REVELL ROAD (COUNTY ROAD 186).  TURN RIGHT ON
 CM1961'COUNTY ROAD 186, TRAVELING IN A SOUTHEASTERLY DIRECTION FOR
 CM1961'0.1 MILE TO THE JUNCTION OF A FIELD ROAD ON THE LEFT.  TURN
 CM1961'LEFT THROUGH A GATE NORTHWESTERLY ON A DIM FIELD ROAD,
 CM1961'PASSING AN OLD STOCK POND ON THE LEFT, FOR 0.35 MILE TO THE
 CM1961'JUNCTION OF ANOTHER FIELD ROAD TO THE LEFT.  CONTINUE ON THE
 CM1961'DIM FIELD ROAD FOR 0.3 MILE TO THE HIGHEST POINT IN THE PASTURE
 CM1961'AND THE STATION.
 CM1961'
 CM1961'THE STATION IS A STANDARD DISK STAMPED 099-215, SET IN THE TOP
 CM1961'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1961'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1961'099-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1961'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1.5 FEET
 CM1961'WEST OF A WITNESS POST, 19.6 FEET SOUTHWEST OF A 12 INCH PINE
 CM1961'TREE, 20.3 FEET NORTHWEST OF A 10 INCH PINE TREE, AND 21.8 FEET
 CM1961'NORTHWEST OF ANOTHER 10 INCH PINE TREE.
 CM1961'
 CM1961'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ACROSS
 CM1961'THE PASTURE FOR 0.15 MILE TO A FENCELINE.  TURN LEFT, TRAVELING
 CM1961'PARALLEL TO THE FENCELINE IN A WESTERLY DIRECTION FOR 0.15 MILE
 CM1961'TO THE MARK.  THE MARK IS A STANDARD DISK STAMPED 099-215 AZMK,
 CM1961'SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1961'OF THE GROUND.  THE MARK IS LOCATED 4.0 FEET SOUTH OF A WITNESS
 CM1961'POST SET ON THE FENCELINE, 9.5 FEET SOUTHEAST OF AN 18 INCH OAK
 CM1961'TREE, 22.2 FEET SOUTHWEST OF A 10 INCH TWIN OAK TREE, AND 47.0
 CM1961'FEET NORTH OF AN 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1998 ***********************************************************************
 CM1998  DESIGNATION -  BV 099 216
 CM1998  PID         -  CM1998
 CM1998  STATE/COUNTY-  GA/MERIWETHER
 CM1998  USGS QUAD   -  WARM SPRINGS (1985)
 CM1998
 CM1998                         *CURRENT SURVEY CONTROL
 CM1998  ___________________________________________________________________
 CM1998* NAD 83(1994)-  32 56 08.03771(N)    084 38 37.20374(W)     ADJUSTED  
 CM1998* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 CM1998  ___________________________________________________________________
 CM1998  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CM1998  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CM1998
 CM1998  HORZ ORDER  -  SECOND
 CM1998
 CM1998.The horizontal coordinates were established by classical geodetic methods
 CM1998.and adjusted by the National Geodetic Survey in September 1997..
 CM1998
 CM1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1998
 CM1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1998
 CM1998.The geoid height was determined by GEOID03.
 CM1998
 CM1998;                    North         East     Units Scale Factor Converg.
 CM1998;SPC GA W     -   325,557.071   655,394.595   MT  0.99992452   -0 15 33.7
 CM1998;SPC GA W     - 1,068,098.49  2,150,240.43   sFT  0.99992452   -0 15 33.7
 CM1998;UTM  16      - 3,646,607.658   720,304.188   MT  1.00019847   +1 16 53.9
 CM1998
 CM1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1998!SPC GA W     -   0.99996548  x   0.99992452  =   0.99989000
 CM1998!UTM  16      -   0.99996548  x   1.00019847  =   1.00016394
 CM1998
 CM1998|---------------------------------------------------------------------|
 CM1998| PID    Reference Object                     Distance      Geod. Az  |
 CM1998|                                                           dddmmss.s |
 CM1998| CM1997 BV 099 216 GADT 1974 PTA             28.948 METERS 05629     |
 CM1998| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX.10.7 KM 2101723.7 |
 CM1998| CY8507 BV 099 216 AZ MK                                   2375512.2 |
 CM1998|---------------------------------------------------------------------|
 CM1998
 CM1998                          SUPERSEDED SURVEY CONTROL
 CM1998
 CM1998  NAD 83(1994)-  32 56 08.04287(N)    084 38 37.20425(W) AD(       ) 2
 CM1998  NAD 83(1986)-  32 56 08.04331(N)    084 38 37.20370(W) AD(       ) 2
 CM1998  NAD 27      -  32 56 07.57961(N)    084 38 37.46924(W) AD(       ) 2
 CM1998  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 CM1998
 CM1998.Superseded values are not recommended for survey control.
 CM1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1998.See file dsdata.txt to determine how the superseded data were derived.
 CM1998
 CM1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2030446608(NAD 83)
 CM1998_MARKER: DD = SURVEY DISK
 CM1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1998
 CM1998  HISTORY     - Date     Condition        Report By
 CM1998  HISTORY     - 1974     MONUMENTED       GADT
 CM1998
 CM1998                          STATION DESCRIPTION
 CM1998
 CM1998'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1998'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHEAST OF WARM
 CM1998'SPRINGS, 6 MILES NORTH OF MANCHESTER, AND 11 MILES NORTHWEST OF
 CM1998'WOODLAND IN RALEIGH ON THE PROPERTY OF MR. SONNY MORELAND.
 CM1998'
 CM1998'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM1998'ALT. AND STATE ROUTE 85W, LOCATED IN WARM SPRINGS, TRAVEL NORTH
 CM1998'ON STATE ROUTE 85W FOR 2.4 MILES TO THE JUNCTION OF BULLOCH-JOHNSON
 CM1998'ROAD (COUNTY ROAD 174) TO THE RIGHT.  CONTINUE NORTH ALONG STATE
 CM1998'ROUTE 85W IN A NORTHERLY DIRECTION FOR 1.0 MILE TO THE JUNCTION
 CM1998'OF OLD RALEIGH ROAD (COUNTY ROAD 175) TO THE RIGHT.  TURN RIGHT,
 CM1998'TRAVELING EASTERLY ON OLD RALEIGH ROAD AND ALSO PARALLEL TO A
 CM1998'RAILROAD TRACK ON THE RIGHT FOR 0.7 MILE TO A GATE TO A
 CM1998'PASTURE ON THE LEFT.  TURN LEFT THROUGH THE GATE, TRAVELING IN A
 CM1998'NORTHERLY DIRECTION INTO THE PASTURE FOR 0.2 MILE TO THE
 CM1998'STATION AT THE TOP OF A HILL.
 CM1998'
 CM1998'THE STATION IS LOCATED 2.0 FEET SOUTH OF A WITNESS POST, 70.9 FEET
 CM1998'SOUTH-SOUTHWEST OF A SWEETGUM TREE, 121.0 FEET SOUTH-SOUTHEAST OF A
 CM1998'20 INCH PINE TREE, AND 142.5 FEET SOUTHWEST OF A 20 INCH PINE
 CM1998'TREE.  THE STATION IS A STANDARD BRASS DISK STAMPED 099-216, SET
 CM1998'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM1998'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1998'DISK STAMPED 099-216, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1998'ABOUT 31 INCHES BELOW THE SURFACE OF THE GROUND.
 CM1998'
 CM1998'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 85W
 CM1998'AND OLD RALEIGH ROAD, TRAVEL IN A NORTHERLY DIRECTION ON STATE
 CM1998'ROUTE 85W FOR 0.4 MILE TO THE STATION ON THE LEFT.  THE MARK IS A
 CM1998'STANDARD DISK STAMPED 099-216 AZMK, SET IN A 10 INCH CYLINDRICAL
 CM1998'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1998'LOCATED 64.4 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 3.3
 CM1998'FEET SOUTHEAST OF A WITNESS POST, 3.3 FEET SOUTHEAST OF A
 CM1998'FENCELINE, 5.4 FEET SOUTHWEST OF A 6 INCH PINE TREE, AND 6.0
 CM1998'FEET NORTHWEST OF THE TOP EDGE OF AN EIGHT FOOT CUT-BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3056 ***********************************************************************
 DG3056  DESIGNATION -  BV 099 217
 DG3056  PID         -  DG3056
 DG3056  STATE/COUNTY-  GA/MERIWETHER
 DG3056  USGS QUAD   -  GAY (1971)
 DG3056
 DG3056                         *CURRENT SURVEY CONTROL
 DG3056  ___________________________________________________________________
 DG3056* NAD 83(1994)-  33 04 41.43941(N)    084 32 35.46330(W)     ADJUSTED  
 DG3056* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 DG3056  ___________________________________________________________________
 DG3056  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 DG3056  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DG3056
 DG3056  HORZ ORDER  -  SECOND
 DG3056
 DG3056.The horizontal coordinates were established by classical geodetic methods
 DG3056.and adjusted by the National Geodetic Survey in September 1997..
 DG3056
 DG3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3056
 DG3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3056
 DG3056.The geoid height was determined by GEOID03.
 DG3056
 DG3056;                    North         East     Units Scale Factor Converg.
 DG3056;SPC GA W     -   341,333.854   664,847.698   MT  0.99991523   -0 12 19.8
 DG3056;SPC GA W     - 1,119,859.49  2,181,254.49   sFT  0.99991523   -0 12 19.8
 DG3056;UTM  16      - 3,662,638.287   729,331.505   MT  1.00024850   +1 20 29.3
 DG3056
 DG3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3056!SPC GA W     -   0.99996520  x   0.99991523  =   0.99988043
 DG3056!UTM  16      -   0.99996520  x   1.00024850  =   1.00021369
 DG3056
 DG3056:                Primary Azimuth Mark                     Grid Az
 DG3056:SPC GA W     -  GARY                                     056 53 45.9
 DG3056:UTM  16      -  GARY                                     055 20 56.8
 DG3056
 DG3056|---------------------------------------------------------------------|
 DG3056| PID    Reference Object                     Distance      Geod. Az  |
 DG3056|                                                           dddmmss.s |
 DG3056| DG2953 GARY                                APPROX. 5.5 KM 0564126.1 |
 DG3056| DG3055 BV 099 217 GADT 1974 PTA             16.084 METERS 10621     |
 DG3056| CY9693 BV 099 217 AZ MK                                   2224355.1 |
 DG3056|---------------------------------------------------------------------|
 DG3056
 DG3056                          SUPERSEDED SURVEY CONTROL
 DG3056
 DG3056  NAD 83(1994)-  33 04 41.44547(N)    084 32 35.46274(W) AD(       ) 2
 DG3056  NAD 83(1986)-  33 04 41.44556(N)    084 32 35.46273(W) AD(       ) 2
 DG3056  NAD 27      -  33 04 40.99413(N)    084 32 35.73022(W) AD(       ) 2
 DG3056  NGVD 29 (07/19/86)  250.     (m)          820.     (f) VERT ANG       
 DG3056
 DG3056.Superseded values are not recommended for survey control.
 DG3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3056.See file dsdata.txt to determine how the superseded data were derived.
 DG3056
 DG3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2933262638(NAD 83)
 DG3056_MARKER: DD = SURVEY DISK
 DG3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3056
 DG3056  HISTORY     - Date     Condition        Report By
 DG3056  HISTORY     - 1974     MONUMENTED       GADT
 DG3056
 DG3056                          STATION DESCRIPTION
 DG3056
 DG3056'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3056'THE STATION IS LOCATED 2 MILES SOUTHEAST OF GAY, 6-1/4 MILES WEST
 DG3056'OF CONCORD, AND 7 MILES NORTH-NORTHEAST OF WOODBURY ON COUNTY
 DG3056'RIGHT OF WAY.
 DG3056'
 DG3056'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND PIKE
 DG3056'COUNTY ROAD 160 LOCATED ABOUT 800 FEET EAST OF THE POST OFFICE IN
 DG3056'CONCORD, GO SOUTHWEST ALONG STATE ROUTE 18 FOR 2.2 MILES TO THE
 DG3056'JUNCTION OF COUNTY ROAD 90738 TO THE RIGHT AND COUNTY ROAD 147
 DG3056'TO THE LEFT.  TURN RIGHT, GOING WEST ALONG COUNTY ROAD 90738 FOR
 DG3056'0.85 MILE TO THE SOUTHERN RAILWAY CROSSING.  CONTINUE WEST ALONG
 DG3056'COUNTY ROAD 90738 FOR 2.9 MILES TO THE FLINT RIVER BRIDGE
 DG3056'(MERIWETHER-PIKE COUNTY LINE).  CONTINUE WEST ALONG MERIWETHER
 DG3056'COUNTY ROAD 90738 FOR 1.6 MILES TO THE JUNCTION OF GERMANY
 DG3056'ROAD (COUNTY ROAD 330) TO THE RIGHT.  TURN RIGHT, GOING
 DG3056'NORTHEAST ALONG GERMANY ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON
 DG3056'THE RIGHT.  CONTINUE NORTHEAST ALONG GERMANY ROAD
 DG3056'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DG3056'
 DG3056'THE STATION IS A STANDARD BRASS DISK STAMPED 099-217, SET IN THE
 DG3056'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3056'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG3056'STAMPED 099-201 (SIC), SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DG3056'0.70 METER BELOW THE GROUND SURFACE.  IT IS LOCATED 23 FEET
 DG3056'NORTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF THE
 DG3056'CENTERLINE OF A DRIVEWAY TO THE NORTH, 4.5 FEET SOUTH OF A
 DG3056'FENCE CORNER, AND 2.0 FEET SOUTH OF A WITNESS POST.
 DG3056'
 DG3056'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-217 AZMK, SET IN
 DG3056'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3056'GROUND SURFACE.  IT IS LOCATED 28 FEET SOUTHEAST OF THE CENTERLINE
 DG3056'OF THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST SET AT A
 DG3056'FENCELINE, 22.0 FEET WEST OF A FENCE CORNER POST, AND 41.5 FEET
 DG3056'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3043 ***********************************************************************
 DG3043  DESIGNATION -  BV 099 218
 DG3043  PID         -  DG3043
 DG3043  STATE/COUNTY-  GA/MERIWETHER
 DG3043  USGS QUAD   -  HARALSON (1981)
 DG3043
 DG3043                         *CURRENT SURVEY CONTROL
 DG3043  ___________________________________________________________________
 DG3043* NAD 83(1994)-  33 09 24.96450(N)    084 31 51.82744(W)     ADJUSTED  
 DG3043* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 DG3043  ___________________________________________________________________
 DG3043  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DG3043  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DG3043
 DG3043  HORZ ORDER  -  SECOND
 DG3043
 DG3043.The horizontal coordinates were established by classical geodetic methods
 DG3043.and adjusted by the National Geodetic Survey in September 1997..
 DG3043
 DG3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3043
 DG3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3043
 DG3043.The geoid height was determined by GEOID03.
 DG3043
 DG3043;                    North         East     Units Scale Factor Converg.
 DG3043;SPC GA W     -   350,063.723   666,009.697   MT  0.99991424   -0 11 57.5
 DG3043;SPC GA W     - 1,148,500.73  2,185,066.81   sFT  0.99991424   -0 11 57.5
 DG3043;UTM  16      - 3,671,399.316   730,257.466   MT  1.00025374   +1 21 03.4
 DG3043
 DG3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3043!SPC GA W     -   0.99996586  x   0.99991424  =   0.99988010
 DG3043!UTM  16      -   0.99996586  x   1.00025374  =   1.00021959
 DG3043
 DG3043:                Primary Azimuth Mark                     Grid Az
 DG3043:SPC GA W     -  GARY                                     148 57 21.4
 DG3043:UTM  16      -  GARY                                     147 24 20.5
 DG3043
 DG3043|---------------------------------------------------------------------|
 DG3043| PID    Reference Object                     Distance      Geod. Az  |
 DG3043|                                                           dddmmss.s |
 DG3043| DG2953 GARY                                APPROX. 6.7 KM 1484523.9 |
 DG3043| DG3042 BV 099 218 GADT 1974 PTA             22.733 METERS 20623     |
 DG3043| CY9694 BV 099 218 AZ MK                                   3384901.6 |
 DG3043|---------------------------------------------------------------------|
 DG3043
 DG3043                          SUPERSEDED SURVEY CONTROL
 DG3043
 DG3043  NAD 83(1994)-  33 09 24.97053(N)    084 31 51.82686(W) AD(       ) 2
 DG3043  NAD 83(1986)-  33 09 24.97054(N)    084 31 51.82671(W) AD(       ) 2
 DG3043  NAD 27      -  33 09 24.52627(N)    084 31 52.09377(W) AD(       ) 2
 DG3043  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 DG3043
 DG3043.Superseded values are not recommended for survey control.
 DG3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3043.See file dsdata.txt to determine how the superseded data were derived.
 DG3043
 DG3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3025771399(NAD 83)
 DG3043_MARKER: DD = SURVEY DISK
 DG3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3043
 DG3043  HISTORY     - Date     Condition        Report By
 DG3043  HISTORY     - 1974     MONUMENTED       GADT
 DG3043
 DG3043                          STATION DESCRIPTION
 DG3043
 DG3043'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3043'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST-SOUTHEAST OF
 DG3043'ALVATON, 7 MILES NORTH-NORTHEAST OF GAY, AND 5-1/4 MILES
 DG3043'SOUTH-SOUTHEAST OF HARALSON ON THE PROPERTY OF J.E. CANNON.
 DG3043'
 DG3043'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85 AND 362
 DG3043'IN ALVATON, GO EAST ALONG STATE ROUTE 362 FOR 1.7 MILES TO THE
 DG3043'JUNCTION OF COUNTY ROAD 319 CROSSING (MANCON ROAD TO THE LEFT
 DG3043'AND JOE ALEXANDER ROAD TO THE RIGHT).  CONTINUE ALONG STATE ROUTE
 DG3043'362 FOR 0.85 MILE TO THE JUNCTION OF COUNTY ROAD 324 CROSSING
 DG3043'(HEATH ROAD TO THE LEFT AND MT. CARMEL ROAD TO THE RIGHT).  TURN
 DG3043'RIGHT, TRAVELING SOUTH ALONG COUNTY ROAD 324 FOR 1.0 MILE TO
 DG3043'THE JUNCTION OF COUNTY ROAD 312 (COVERED BRIDGE ROAD) CROSSING
 DG3043'AND COUNTY ROAD 327 (MT. ZION CHURCH ROAD) CONTINUING AHEAD.
 DG3043'TURN LEFT, GOING NORTHEAST ALONG COUNTY ROAD 312 FOR 0.2 MILE
 DG3043'TO THE JUNCTION OF J.E. CANNONS DRIVEWAY TO THE RIGHT.  TURN
 DG3043'RIGHT, GOING SOUTH ALONG THE DRIVEWAY FOR 0.2 MILE TO A FORK IN
 DG3043'THE DRIVEWAY IN FRONT OF A NEW HOUSE.  TURN LEFT, GOING EASTERLY
 DG3043'ALONG THE DRIVEWAY FOR 0.05 MILE TO A GATE IN A FENCE AROUND A RED
 DG3043'HOUSE AND THE STATION ON THE LEFT.
 DG3043'
 DG3043'THE STATION IS A STANDARD BRASS DISK STAMPED 099-218, SET IN THE
 DG3043'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3043'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 099-218,
 DG3043'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER
 DG3043'BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 2.0 FEET WEST OF
 DG3043'A WITNESS POST SET AT THE NORTH GATE POST (FENCE CORNER), 79.7
 DG3043'FEET EAST OF A POWER POLE, 115.0 FEET NORTH-NORTHWEST OF THE
 DG3043'NORTHEAST CORNER OF A PUMP HOUSE, AND 88.2 FEET NORTHEAST OF A
 DG3043'12 INCH PINE TREE.
 DG3043'
 DG3043'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF COUNTY ROAD
 DG3043'312 (COVERED BRIDGE ROAD) AND THE J.E. CANNON DRIVEWAY, GO
 DG3043'NORTHEAST ALONG COUNTY ROAD 312 FOR 0.1 MILE TO A BARN AND THE
 DG3043'MARK ON THE RIGHT.  THE MARK IS A STANDARD DISK STAMPED 099-218
 DG3043'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DG3043'INCHES BELOW THE GROUND SURFACE.  IT IS LOCATED 34.0 FEET
 DG3043'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 18.8 FEET SOUTHEAST OF
 DG3043'THE NORTH CORNER OF THE BARN, AND 5.0 FEET NORTH OF THE EAST
 DG3043'CORNER OF THE BARN, 9.0 FEET NORTH-NORTHWEST OF A CORNER
 DG3043'FENCE POST AND GATE POST, AND 3.0 FEET NORTHEAST OF A WITNESS POST
 DG3043'SET AGAINST THE NORTHEAST SIDE OF THE BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3051 ***********************************************************************
 DG3051  DESIGNATION -  BV 099 219
 DG3051  PID         -  DG3051
 DG3051  STATE/COUNTY-  GA/MERIWETHER
 DG3051  USGS QUAD   -  GAY (1971)
 DG3051
 DG3051                         *CURRENT SURVEY CONTROL
 DG3051  ___________________________________________________________________
 DG3051* NAD 83(1994)-  33 00 26.72731(N)    084 36 57.33503(W)     ADJUSTED  
 DG3051* NAVD 88     -       247.8    (meters)     813.     (feet)  VERTCON   
 DG3051  ___________________________________________________________________
 DG3051  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DG3051  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DG3051
 DG3051  HORZ ORDER  -  SECOND
 DG3051
 DG3051.The horizontal coordinates were established by classical geodetic methods
 DG3051.and adjusted by the National Geodetic Survey in September 1997..
 DG3051
 DG3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3051
 DG3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3051
 DG3051.The geoid height was determined by GEOID03.
 DG3051
 DG3051;                    North         East     Units Scale Factor Converg.
 DG3051;SPC GA W     -   333,514.335   658,022.772   MT  0.99992172   -0 14 41.1
 DG3051;SPC GA W     - 1,094,204.95  2,158,863.04   sFT  0.99992172   -0 14 41.1
 DG3051;UTM  16      - 3,654,635.047   722,717.898   MT  1.00021164   +1 17 57.3
 DG3051
 DG3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3051!SPC GA W     -   0.99996553  x   0.99992172  =   0.99988726
 DG3051!UTM  16      -   0.99996553  x   1.00021164  =   1.00017717
 DG3051
 DG3051|---------------------------------------------------------------------|
 DG3051| PID    Reference Object                     Distance      Geod. Az  |
 DG3051|                                                           dddmmss.s |
 DG3051| DG3054 IMLAC RM 3                                         05130     |
 DG3051| CM1958 BETTS                                              15800     |
 DG3051| CY9695 BV 099 219 AZ MK                                   2371532.2 |
 DG3051|---------------------------------------------------------------------|
 DG3051
 DG3051                          SUPERSEDED SURVEY CONTROL
 DG3051
 DG3051  NAD 83(1994)-  33 00 26.73286(N)    084 36 57.33577(W) AD(       ) 2
 DG3051  NAD 83(1986)-  33 00 26.73339(N)    084 36 57.33509(W) AD(       ) 2
 DG3051  NAD 27      -  33 00 26.27496(N)    084 36 57.59992(W) AD(       ) 2
 DG3051  NGVD 29 (07/19/86)  247.8    (m)          813.     (f) VERT ANG       
 DG3051
 DG3051.Superseded values are not recommended for survey control.
 DG3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3051.See file dsdata.txt to determine how the superseded data were derived.
 DG3051
 DG3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2271854635(NAD 83)
 DG3051_MARKER: DD = SURVEY DISK
 DG3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3051
 DG3051  HISTORY     - Date     Condition        Report By
 DG3051  HISTORY     - 1974     MONUMENTED       GADT
 DG3051
 DG3051                          STATION DESCRIPTION
 DG3051
 DG3051'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3051'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHWEST OF
 DG3051'WOODBURY, 5 MILES NORTH-NORTHEAST OF RALEIGH, AND 6 MILES
 DG3051'EAST-SOUTHEAST OF GREENVILLE ON COUNTY RIGHT OF WAY.
 DG3051'
 DG3051'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85W AND 18,
 DG3051'ON THE WEST SIDE OF WOODBURY, GO WEST ALONG STATE ROUTE 18 FOR
 DG3051'0.5 MILE TO THE JUNCTION OF LIZA SUTTON ROAD (COUNTY ROAD 226)
 DG3051'TO THE RIGHT.  TURN RIGHT, GOING NORTH ALONG LIZA SUTTON ROAD
 DG3051'FOR 2.2 MILES TO ITS TERMINATION AT IMLAC ROAD (COUNTY ROAD
 DG3051'92062) CROSSING AND THE STATION ON THE LEFT.
 DG3051'
 DG3051'THE STATION IS A STANDARD BRASS DISK STAMPED 099-219, SET IN THE
 DG3051'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3051'SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG3051'099-219, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.70 METER
 DG3051'BELOW THE GROUND SURFACE.  IT IS LOCATED 177 FEET EAST OF THE
 DG3051'CENTERLINE OF IMLAC ROAD, 26 FEET SOUTH OF THE CENTERLINE OF
 DG3051'LIZA SUTTON ROAD, 1.5 FEET NORTH OF A WITNESS POST SET AT A
 DG3051'FENCELINE, 141.0 FEET SOUTH OF A POWER POLE ON THE NORTH SIDE
 DG3051'OF LIZA SUTTON ROAD, AND 333.0 FEET EAST-NORTHEAST OF A POWER
 DG3051'POLE ON THE EAST SIDE OF IMLAC ROAD.
 DG3051'
 DG3051'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF IMLAC ROAD AND
 DG3051'LIZA SUTTON ROAD, GO SOUTHWEST ALONG IMLAC ROAD FOR 0.65 MILE TO
 DG3051'THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 099-219
 DG3051'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DG3051'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 38 FEET SOUTHEAST
 DG3051'OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTHWEST OF A WITNESS
 DG3051'POST SET AT A FENCELINE, 228.0 FEET EAST-NORTHEAST OF A POWER
 DG3051'POLE ON THE NORTHWEST SIDE OF THE ROAD, AND 165.0 FEET SOUTH OF
 DG3051'ANOTHER POWER POLE ON THE NORTHWEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1965 ***********************************************************************
 CM1965  CBN         -  This is a Cooperative Base Network Control Station.
 CM1965  DESIGNATION -  BV 099 220
 CM1965  PID         -  CM1965
 CM1965  STATE/COUNTY-  GA/MERIWETHER
 CM1965  USGS QUAD   -  WOODBURY (1985)
 CM1965
 CM1965                         *CURRENT SURVEY CONTROL
 CM1965  ___________________________________________________________________
 CM1965* NAD 83(1994)-  32 59 01.25210(N)    084 35 44.95879(W)     ADJUSTED  
 CM1965* NAVD 88     -       252.4    (meters)     828.     (feet)  GPS OBS   
 CM1965  ___________________________________________________________________
 CM1965  X           -     504,399.847 (meters)                     COMP
 CM1965  Y           -  -5,331,843.075 (meters)                     COMP
 CM1965  Z           -   3,452,562.740 (meters)                     COMP
 CM1965  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CM1965  ELLIP HEIGHT-         224.27  (meters)          (03/09/95) GPS OBS
 CM1965  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CM1965
 CM1965  HORZ ORDER  -  B
 CM1965  ELLP ORDER  -  FIRST     CLASS I
 CM1965
 CM1965.The horizontal coordinates were established by GPS observations
 CM1965.and adjusted by the National Geodetic Survey in March 1995..
 CM1965
 CM1965.The orthometric height was determined by GPS observations and a
 CM1965.high-resolution geoid model.
 CM1965
 CM1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM1965
 CM1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1965
 CM1965.The ellipsoidal height was determined by GPS observations
 CM1965.and is referenced to NAD 83.
 CM1965
 CM1965.The geoid height was determined by GEOID03.
 CM1965
 CM1965;                    North         East     Units Scale Factor Converg.
 CM1965;SPC GA W     -   330,873.508   659,890.541   MT  0.99991983   -0 14 01.1
 CM1965;SPC GA W     - 1,085,540.83  2,164,990.88   sFT  0.99991983   -0 14 01.1
 CM1965;UTM  16      - 3,652,044.721   724,656.696   MT  1.00022234   +1 18 33.8
 CM1965
 CM1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1965!SPC GA W     -   0.99996479  x   0.99991983  =   0.99988462
 CM1965!UTM  16      -   0.99996479  x   1.00022234  =   1.00018712
 CM1965
 CM1965:                Primary Azimuth Mark                     Grid Az
 CM1965:SPC GA W     -  BV 099 220 AZ MK                         050 50 55.5
 CM1965:UTM  16      -  BV 099 220 AZ MK                         049 18 20.6
 CM1965
 CM1965|---------------------------------------------------------------------|
 CM1965| PID    Reference Object                     Distance      Geod. Az  |
 CM1965|                                                           dddmmss.s |
 CM1965| CY8508 BV 099 220 AZ MK                                   0503654.4 |
 CM1965| CM1959 WOODBURY MUNICIPAL TANK             APPROX. 0.8 KM 0982423.2 |
 CM1965| CM1964 WOODBURY S MUN TANK                 APPROX. 0.8 KM 0995127.4 |
 CM1965|---------------------------------------------------------------------|
 CM1965
 CM1965                          SUPERSEDED SURVEY CONTROL
 CM1965
 CM1965  NAD 83(1994)-  32 59 01.25794(N)    084 35 44.96070(W) AD(       ) 2
 CM1965  NAD 83(1986)-  32 59 01.25844(N)    084 35 44.96008(W) AD(       ) 2
 CM1965  NAD 27      -  32 59 00.79615(N)    084 35 45.22837(W) AD(       ) 2
 CM1965  NGVD 29 (07/19/86)  252.3    (m)          828.     (f) VERT ANG       
 CM1965
 CM1965.Superseded values are not recommended for survey control.
 CM1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1965.See file dsdata.txt to determine how the superseded data were derived.
 CM1965
 CM1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2465752045(NAD 83)
 CM1965_MARKER: DD = SURVEY DISK
 CM1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1965_STAMPING: 099-220
 CM1965_MARK LOGO: GADT  
 CM1965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CM1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1965+STABILITY: SURFACE MOTION
 CM1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1965+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 CM1965
 CM1965  HISTORY     - Date     Condition        Report By
 CM1965  HISTORY     - 1974     MONUMENTED       GADT
 CM1965  HISTORY     - 19940306 GOOD             NGS
 CM1965  HISTORY     - 20000405 GOOD             GADT
 CM1965
 CM1965                          STATION DESCRIPTION
 CM1965
 CM1965'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1965'THE STATION IS LOCATED AT THE WEST CITY LIMITS OF WOODBURY NEAR
 CM1965'THE JUNCTION OF STATE ROUTES 85W AND 18 ON THE PROPERTY OF BILL
 CM1965'B. KNIGHT.
 CM1965'
 CM1965'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 85W AND
 CM1965'18, LOCATED AT THE WEST SIDE OF WOODBURY, GO WEST ALONG STATE
 CM1965'ROUTE 18 FOR 0.1 MILE TO THE JUNCTION OF A FIELD ROAD AND METAL
 CM1965'GATE TO A PASTURE TO THE RIGHT.  TURN RIGHT, PASSING THROUGH THE
 CM1965'METAL GATE, THEN GOING IN A NORTHEASTERLY DIRECTION, PASSING A
 CM1965'POWER POLE IN THE FIELD, FOR 0.05 MILE TO THE STATION IN THE
 CM1965'FIELD.
 CM1965'
 CM1965'THE STATION IS A STANDARD BRASS DISK STAMPED 099-220, SET IN THE
 CM1965'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1965'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 CM1965'STAMPED 099-220, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1965'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT
 CM1965'IS LOCATED 175 FEET NORTH OF THE FENCELINE PARALLEL TO STATE
 CM1965'ROUTE 18, 2 FEET EAST OF A WITNESS POST, 97.0 FEET SOUTHEAST OF
 CM1965'A POWER POLE, AND 275 FEET SOUTHWEST OF A 24 INCH TWIN OAK
 CM1965'TREE IN THE FIELD WEST OF STATE ROUTE 85W.
 CM1965'
 CM1965'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTES 85W
 CM1965'AND 18, GO NORTHEAST ALONG STATE ROUTE 85W FOR 0.2 MILE TO A
 CM1965'FENCE CORNER AND THE MARK IN A FIELD ON THE LEFT.  IT IS A
 CM1965'STANDARD DISK STAMPED 099-220 AZMK, SET IN THE TOP OF A 10 INCH
 CM1965'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM1965'IT IS LOCATED 84.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 CM1965'HIGHWAY, 19.0 FEET NORTHWEST OF THE CORNER FENCE POST, 2.0 FEET
 CM1965'SOUTH-SOUTHWEST OF A WITNESS POST SET AT THE
 CM1965'NORTH-SOUTH FENCELINE, 76.0 FEET NORTH-NORTHEAST OF THE
 CM1965'NORTHEAST GATE POST OF A GATE TO THE FIELD, AND 10.8 FEET
 CM1965'NORTHWEST OF AN 18 INCH PINE TREE.
 CM1965
 CM1965                          STATION RECOVERY (1994)
 CM1965
 CM1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 CM1965'THE STATION IS LOCATED AT THE WEST CITY LIMITS OF WOODBURY NEAR THE
 CM1965'JUNCTION OF STATE HIGHWAYS 85W AND 18 ON THE PROPERTY OF BILL B.
 CM1965'KNIGHT. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85W
 CM1965'AND 18, LOCATED AT THE WEST SIDE OF WOODBURY, GO WEST ON STATE HIGHWAY
 CM1965'18 FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A FIELD ROAD AND METAL GATE
 CM1965'TO A PASTURE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE METAL
 CM1965'GATE, THEN GO NORTHEASTERLY PASSING A POWER POLE IN THE FIELD FOR 0.05
 CM1965'MI (0.08 KM) TO THE STATION IN THE FIELD. THE STATION IS LOCATED 275
 CM1965'FT (83.8 M) SOUTHWEST OF A 24-INCH TWIN OAK TREE IN THE FIELD WEST OF
 CM1965'STATE HIGHWAY 85W, 175.0 FT (53.3 M) NORTH OF THE FENCELINE PARALLEL
 CM1965'TO STATE HIGHWAY 18, 97.0 FT (29.6 M) SOUTHEAST OF A POWER POLE AND 2
 CM1965'FT (0.6 M) EAST OF A WITNESS POST.
 CM1965
 CM1965                          STATION RECOVERY (2000)
 CM1965
 CM1965'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 CM1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3052 ***********************************************************************
 DG3052  DESIGNATION -  BV 099 221
 DG3052  PID         -  DG3052
 DG3052  STATE/COUNTY-  GA/MERIWETHER
 DG3052  USGS QUAD   -  GAY (1971)
 DG3052
 DG3052                         *CURRENT SURVEY CONTROL
 DG3052  ___________________________________________________________________
 DG3052* NAD 83(1994)-  33 00 26.94021(N)    084 34 01.44728(W)     ADJUSTED  
 DG3052* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 DG3052  ___________________________________________________________________
 DG3052  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 DG3052  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DG3052
 DG3052  HORZ ORDER  -  SECOND
 DG3052
 DG3052.The horizontal coordinates were established by classical geodetic methods
 DG3052.and adjusted by the National Geodetic Survey in September 1997..
 DG3052
 DG3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3052
 DG3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3052
 DG3052.The geoid height was determined by GEOID03.
 DG3052
 DG3052;                    North         East     Units Scale Factor Converg.
 DG3052;SPC GA W     -   333,502.453   662,587.920   MT  0.99991725   -0 13 05.2
 DG3052;SPC GA W     - 1,094,165.96  2,173,840.53   sFT  0.99991725   -0 13 05.2
 DG3052;UTM  16      - 3,654,746.211   727,283.099   MT  1.00023698   +1 19 33.3
 DG3052
 DG3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3052!SPC GA W     -   0.99996580  x   0.99991725  =   0.99988306
 DG3052!UTM  16      -   0.99996580  x   1.00023698  =   1.00020277
 DG3052
 DG3052:                Primary Azimuth Mark                     Grid Az
 DG3052:SPC GA W     -  BV 099 221 AZ MK                         201 51 50.5
 DG3052:UTM  16      -  BV 099 221 AZ MK                         200 19 12.0
 DG3052
 DG3052|---------------------------------------------------------------------|
 DG3052| PID    Reference Object                     Distance      Geod. Az  |
 DG3052|                                                           dddmmss.s |
 DG3052| CY9696 BV 099 221 AZ MK                                   2013845.3 |
 DG3052|---------------------------------------------------------------------|
 DG3052
 DG3052                          SUPERSEDED SURVEY CONTROL
 DG3052
 DG3052  NAD 83(1994)-  33 00 26.94574(N)    084 34 01.44803(W) AD(       ) 2
 DG3052  NAD 83(1986)-  33 00 26.94620(N)    084 34 01.44737(W) AD(       ) 2
 DG3052  NAD 27      -  33 00 26.48660(N)    084 34 01.71724(W) AD(       ) 2
 DG3052  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 DG3052
 DG3052.Superseded values are not recommended for survey control.
 DG3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3052.See file dsdata.txt to determine how the superseded data were derived.
 DG3052
 DG3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2728354746(NAD 83)
 DG3052_MARKER: DD = SURVEY DISK
 DG3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3052
 DG3052  HISTORY     - Date     Condition        Report By
 DG3052  HISTORY     - 1974     MONUMENTED       GADT
 DG3052
 DG3052                          STATION DESCRIPTION
 DG3052
 DG3052'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3052'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH-NORTHEAST OF
 DG3052'WOODBURY, 6 MILES SOUTH OF GAY, 8-1/2 MILES EAST OF GREENVILLE,
 DG3052'ON STATE RIGHT OF WAY.
 DG3052'
 DG3052'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 85E AND
 DG3052'STATE ROUTE 18 IN WOODBURY, GO NORTH ALONG STATE ROUTE 85E FOR
 DG3052'0.75 MILE TO THE JUNCTION OF STATE ROUTE 85W TO THE LEFT AND
 DG3052'STATE ROUTE 85 AHEAD AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DG3052'AHEAD ALONG STATE ROUTE 85 FOR 1.0 MILE TO THE JUNCTION OF JAMES
 DG3052'A. SIBLEY ROAD (COUNTY ROAD 252) CROSSING AND THE STATION ON THE
 DG3052'RIGHT.
 DG3052'
 DG3052'THE STATION IS LOCATED 67 FEET EAST OF THE CENTERLINE OF STATE
 DG3052'ROUTE 85, 21.5 FEET NORTH OF THE CENTERLINE OF JAMES A. SIBLEY
 DG3052'ROAD, 8.8 FEET WEST OF A WITNESS POST SET AT A FENCELINE PARALLEL
 DG3052'TO STATE ROUTE 85 AND 8.0 FEET NORTH OF A POWER POLE.  IT IS A
 DG3052'STANDARD BRASS DISK STAMPED 099-221, SET IN THE TOP OF A 10 INCH
 DG3052'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG3052'UNDERGROUND STATION IS A STANDARD DISK STAMPED 099-221, SET IN
 DG3052'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER BELOW
 DG3052'THE SURFACE OF THE GROUND.
 DG3052'
 DG3052'THE AZIMUTH MARK IS LOCATED IN THE TRIANGLE FORMED BY THE
 DG3052'JUNCTION OF STATE ROUTES 85W SOUTHBOUND AND 85E SOUTHBOUND, 11.6
 DG3052'FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST EDGE OF STATE ROUTE 85W
 DG3052'SOUTHBOUND LANE, 20.0 FEET WEST OF THE WEST EDGE OF STATE ROUTE
 DG3052'85E SOUTHBOUND LANE, 112 FEET WEST OF THE CENTERLINE OF STATE
 DG3052'ROUTE 85 E NORTHBOUND LANE, 67 FEET NORTH OF THE CENTERLINE OF
 DG3052'THE STATE ROUTE 85W NORTHBOUND ACCESS ROAD TO STATE ROUTE 85E,
 DG3052'AND 4.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DG3052'STAMPED 099-221 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3052'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3064 ***********************************************************************
 DG3064  DESIGNATION -  BV 099 222
 DG3064  PID         -  DG3064
 DG3064  STATE/COUNTY-  GA/MERIWETHER
 DG3064  USGS QUAD   -  LUTHERSVILLE (1971)
 DG3064
 DG3064                         *CURRENT SURVEY CONTROL
 DG3064  ___________________________________________________________________
 DG3064* NAD 83(1994)-  33 09 50.91418(N)    084 39 33.60625(W)     ADJUSTED  
 DG3064* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 DG3064  ___________________________________________________________________
 DG3064  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DG3064  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3064
 DG3064  HORZ ORDER  -  SECOND
 DG3064
 DG3064.The horizontal coordinates were established by classical geodetic methods
 DG3064.and adjusted by the National Geodetic Survey in September 1997..
 DG3064
 DG3064.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3064
 DG3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3064
 DG3064.The geoid height was determined by GEOID03.
 DG3064
 DG3064;                    North         East     Units Scale Factor Converg.
 DG3064;SPC GA W     -   350,912.048   654,048.363   MT  0.99992603   -0 16 10.2
 DG3064;SPC GA W     - 1,151,283.94  2,145,823.67   sFT  0.99992603   -0 16 10.2
 DG3064;UTM  16      - 3,671,923.870   718,273.959   MT  1.00018746   +1 16 51.4
 DG3064
 DG3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3064!SPC GA W     -   0.99995961  x   0.99992603  =   0.99988564
 DG3064!UTM  16      -   0.99995961  x   1.00018746  =   1.00014706
 DG3064
 DG3064:                Primary Azimuth Mark                     Grid Az
 DG3064:SPC GA W     -  BV 099 222 AZ MK                         152 04 53.9
 DG3064:UTM  16      -  BV 099 222 AZ MK                         150 31 52.3
 DG3064
 DG3064|---------------------------------------------------------------------|
 DG3064| PID    Reference Object                     Distance      Geod. Az  |
 DG3064|                                                           dddmmss.s |
 DG3064| CY9697 BV 099 222 AZ MK                                   1514843.7 |
 DG3064| DG3063 BV 099 222 GADT 1974 PTA              9.382 METERS 18417     |
 DG3064|---------------------------------------------------------------------|
 DG3064
 DG3064                          SUPERSEDED SURVEY CONTROL
 DG3064
 DG3064  NAD 83(1994)-  33 09 50.91907(N)    084 39 33.60604(W) AD(       ) 2
 DG3064  NAD 83(1986)-  33 09 50.92013(N)    084 39 33.60535(W) AD(       ) 2
 DG3064  NAD 27      -  33 09 50.47862(N)    084 39 33.86107(W) AD(       ) 2
 DG3064  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 DG3064
 DG3064.Superseded values are not recommended for survey control.
 DG3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3064.See file dsdata.txt to determine how the superseded data were derived.
 DG3064
 DG3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1827471924(NAD 83)
 DG3064_MARKER: DD = SURVEY DISK
 DG3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3064
 DG3064  HISTORY     - Date     Condition        Report By
 DG3064  HISTORY     - 1974     MONUMENTED       GADT
 DG3064
 DG3064                          STATION DESCRIPTION
 DG3064
 DG3064'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3064'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST OF ALVATON,
 DG3064'6-3/4 MILES NORTHWEST OF GAY, AND 9-3/4 MILES NORTH OF GREENVILLE
 DG3064'ON STATE RIGHT OF WAY.
 DG3064'
 DG3064'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 85
 DG3064'AND 362, AND ALVATON-ROCKY MOUNT ROAD, IN ALVATON, TRAVEL
 DG3064'NORTHWEST ALONG ALVATON-ROCKY MOUNT ROAD FOR 0.6 MILE TO THE
 DG3064'JUNCTION OF GARDNER ROAD FORKING TO THE LEFT.  CONTINUE ALONG
 DG3064'ALVATON-ROCKY MOUNT ROAD FOR 1.4 MILES TO THE JUNCTION OF PANTHER
 DG3064'CREEK ROAD TO THE RIGHT.  CONTINUE ON ALVATON-ROCKY MOUNT ROAD
 DG3064'FOR 2.3 MILES TO THE STATION ON THE RIGHT.
 DG3064'
 DG3064'THE STATION IS A STANDARD BRASS DISK STAMPED 099-222, SET IN THE
 DG3064'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3064'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3064'099-222, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.77
 DG3064'METER BELOW THE SURFACE OF THE GROUND.  THE STATION IS LOCATED
 DG3064'3.7 FEET EAST OF A WITNESS POST, 41.0 FEET NORTH OF THE
 DG3064'CENTERLINE OF ALVATON-ROCKY MOUNT ROAD, AND 167.0 FEET NORTH OF
 DG3064'THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND
 DG3064'A WOODS ROAD TO THE SOUTH.
 DG3064'
 DG3064'TO REACH THE AZIMUTH MARK, CONTINUE ALONG ALVATON-ROCKY MOUNT
 DG3064'ROAD IN A SOUTH-WESTERLY DIRECTION FOR 0.2 MILE TO THE
 DG3064'INTERSECTION OF ROCKY MOUNT-OAKLAND ROAD (COUNTY ROAD 90738).  TURN
 DG3064'LEFT, GOING SOUTHEAST ON ROCKY MOUNT-OAKLAND ROAD FOR 0.35 MILE
 DG3064'TO THE AZIMUTH MARK ON THE LEFT.
 DG3064'
 DG3064'THE MARK IS A STANDARD DISK STAMPED 099-222 AZMK, SET IN THE
 DG3064'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3064'SURFACE OF THE GROUND.  IT IS LOCATED 28.0 FEET NORTHEAST OF THE
 DG3064'CENTERLINE OF THE ROAD, 73.0 FEET NORTH OF THE POINT OF
 DG3064'INTERSECTION OF THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO
 DG3064'THE SOUTHWEST, 12.0 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE
 DG3064'PEDESTAL, AND 2.6 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3044 ***********************************************************************
 DG3044  DESIGNATION -  BV 099 223
 DG3044  PID         -  DG3044
 DG3044  STATE/COUNTY-  GA/MERIWETHER
 DG3044  USGS QUAD   -  HARALSON (1981)
 DG3044
 DG3044                         *CURRENT SURVEY CONTROL
 DG3044  ___________________________________________________________________
 DG3044* NAD 83(1994)-  33 10 46.69018(N)    084 35 53.13716(W)     ADJUSTED  
 DG3044* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 DG3044  ___________________________________________________________________
 DG3044  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DG3044  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG3044
 DG3044  HORZ ORDER  -  SECOND
 DG3044
 DG3044.The horizontal coordinates were established by classical geodetic methods
 DG3044.and adjusted by the National Geodetic Survey in September 1997..
 DG3044
 DG3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3044
 DG3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3044
 DG3044.The geoid height was determined by GEOID03.
 DG3044
 DG3044;                    North         East     Units Scale Factor Converg.
 DG3044;SPC GA W     -   352,605.024   659,767.532   MT  0.99991995   -0 14 10.0
 DG3044;SPC GA W     - 1,156,838.32  2,164,587.31   sFT  0.99991995   -0 14 10.0
 DG3044;UTM  16      - 3,673,771.522   723,946.804   MT  1.00021839   +1 18 54.1
 DG3044
 DG3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3044!SPC GA W     -   0.99996568  x   0.99991995  =   0.99988563
 DG3044!UTM  16      -   0.99996568  x   1.00021839  =   1.00018406
 DG3044
 DG3044:                Primary Azimuth Mark                     Grid Az
 DG3044:SPC GA W     -  BV 099 223 AZ MK                         120 49 12.5
 DG3044:UTM  16      -  BV 099 223 AZ MK                         119 16 08.4
 DG3044
 DG3044|---------------------------------------------------------------------|
 DG3044| PID    Reference Object                     Distance      Geod. Az  |
 DG3044|                                                           dddmmss.s |
 DG3044| CY9698 BV 099 223 AZ MK                                   1203502.5 |
 DG3044|---------------------------------------------------------------------|
 DG3044
 DG3044                          SUPERSEDED SURVEY CONTROL
 DG3044
 DG3044  NAD 83(1994)-  33 10 46.69549(N)    084 35 53.13671(W) AD(       ) 2
 DG3044  NAD 83(1986)-  33 10 46.69621(N)    084 35 53.13626(W) AD(       ) 2
 DG3044  NAD 27      -  33 10 46.25552(N)    084 35 53.39731(W) AD(       ) 2
 DG3044  NGVD 29 (07/19/86)  247.3    (m)          811.     (f) VERT ANG       
 DG3044
 DG3044.Superseded values are not recommended for survey control.
 DG3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3044.See file dsdata.txt to determine how the superseded data were derived.
 DG3044
 DG3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2394773772(NAD 83)
 DG3044_MARKER: DD = SURVEY DISK
 DG3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3044
 DG3044  HISTORY     - Date     Condition        Report By
 DG3044  HISTORY     - 1974     MONUMENTED       GADT
 DG3044
 DG3044                          STATION DESCRIPTION
 DG3044
 DG3044'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3044'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST-NORTHWEST
 DG3044'OF ALVATON, 4-1/2 MILES WEST OF ROCKY MOUNT, AND 6 MILES NORTH
 DG3044'OF GAY ON COUNTY RIGHT OF WAY.
 DG3044'
 DG3044'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 85
 DG3044'AND 362 AND ROCKY MOUNT ROAD (COUNTY ROAD 342) IN ALVATON, TRAVEL
 DG3044'NORTHWEST ALONG ROCKY MOUNT ROAD FOR 0.55 MILE TO THE AZIMUTH
 DG3044'MARK ON THE RIGHT.  CONTINUE ALONG ROCKY MOUNT ROAD FOR 0.6 MILE
 DG3044'TO THE STATION ON THE LEFT.
 DG3044'
 DG3044'THE STATION IS A STANDARD BRASS DISK STAMPED 099-223, SET IN
 DG3044'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3044'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG3044'STAMPED 099-223, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3044'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG3044'LOCATED 13 FEET SOUTHWEST OF THE CENTERLINE OF ROCKY MOUNT ROAD,
 DG3044'52 FEET SOUTH OF A POWER POLE ON THE NORTHEAST SIDE OF THE
 DG3044'ROAD, 3.3 FEET NORTHEAST OF A WITNESS POST, AND 209.0 FEET
 DG3044'WEST-NORTHWEST OF THE SOUTH CORNER OF A FENCELINE ON THE
 DG3044'NORTHEAST SIDE OF THE ROAD.
 DG3044'
 DG3044'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 099-223 AZMK, SET
 DG3044'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3044'SURFACE OF THE GROUND.  IT IS LOCATED 18 FEET NORTHEAST OF THE
 DG3044'CENTERLINE OF ROCKY MOUNT ROAD, 3.5 FEET SOUTHWEST OF A WITNESS
 DG3044'POST, 112.0 FEET SOUTHEAST OF A POWER POLE, 134.0 FEET SOUTHWEST
 DG3044'OF AN 8 INCH CEDAR TREE, AND 190.0 FEET NORTHWEST OF A POWER
 DG3044'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1915 ***********************************************************************
 BT1915  DESIGNATION -  BV 100 200
 BT1915  PID         -  BT1915
 BT1915  STATE/COUNTY-  GA/MILLER
 BT1915  USGS QUAD   -  COOKTOWN (1974)
 BT1915
 BT1915                         *CURRENT SURVEY CONTROL
 BT1915  ___________________________________________________________________
 BT1915* NAD 83(1994)-  31 11 08.17294(N)    084 36 45.85204(W)     ADJUSTED  
 BT1915* NAVD 88     -        53.7    (meters)     176.     (feet)  VERTCON   
 BT1915  ___________________________________________________________________
 BT1915  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BT1915  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1915
 BT1915  HORZ ORDER  -  SECOND
 BT1915
 BT1915.The horizontal coordinates were established by classical geodetic methods
 BT1915.and adjusted by the National Geodetic Survey in September 1997..
 BT1915
 BT1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1915
 BT1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1915
 BT1915.The geoid height was determined by GEOID03.
 BT1915
 BT1915;                    North         East     Units Scale Factor Converg.
 BT1915;SPC GA W     -   131,511.547   657,485.199   MT  0.99992229   -0 13 51.5
 BT1915;SPC GA W     -   431,467.47  2,157,099.36   sFT  0.99992229   -0 13 51.5
 BT1915;UTM  16      - 3,452,626.705   727,490.773   MT  1.00023839   +1 14 12.1
 BT1915
 BT1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1915!SPC GA W     -   0.99999589  x   0.99992229  =   0.99991818
 BT1915!UTM  16      -   0.99999589  x   1.00023839  =   1.00023428
 BT1915
 BT1915:                Primary Azimuth Mark                     Grid Az
 BT1915:SPC GA W     -  BV 100 200 AZ MK                         092 49 52.8
 BT1915:UTM  16      -  BV 100 200 AZ MK                         091 21 49.2
 BT1915
 BT1915|---------------------------------------------------------------------|
 BT1915| PID    Reference Object                     Distance      Geod. Az  |
 BT1915|                                                           dddmmss.s |
 BT1915| CY8509 BV 100 200 AZ MK                                   0923601.3 |
 BT1915| BT1916 BV 100 200 GADT 1973 PTA              8.109 METERS 30149     |
 BT1915|---------------------------------------------------------------------|
 BT1915
 BT1915                          SUPERSEDED SURVEY CONTROL
 BT1915
 BT1915  NAD 83(1994)-  31 11 08.18076(N)    084 36 45.85723(W) AD(       ) 2
 BT1915  NAD 83(1994)-  31 11 08.18058(N)    084 36 45.85676(W) AD(       ) 2
 BT1915  NAD 83(1986)-  31 08 39.06682(N)    084 35 16.11876(W) AD(       ) 2
 BT1915  NAD 27      -  31 08 38.40543(N)    084 35 16.42538(W) AD(       ) 2
 BT1915  NGVD 29 (07/19/86)   53.8    (m)          177.     (f) VERT ANG       
 BT1915
 BT1915.Superseded values are not recommended for survey control.
 BT1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1915.See file dsdata.txt to determine how the superseded data were derived.
 BT1915
 BT1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2749152627(NAD 83)
 BT1915_MARKER: DD = SURVEY DISK
 BT1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1915
 BT1915  HISTORY     - Date     Condition        Report By
 BT1915  HISTORY     - 1973     MONUMENTED       GADT
 BT1915
 BT1915                          STATION DESCRIPTION
 BT1915
 BT1915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1915'THE STATION IS ABOUT 5.9 MILES NORTH AND 2.2 MILES EAST OF
 BT1915'CAMILLA, 9.4 MILES EAST OF NEWTON, AND 4.2 MILES SOUTH AND 0.8
 BT1915'MILES WEST OF BACONTON.
 BT1915'
 BT1915'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND GA. 91
 BT1915'IN COLQUITT PROCEED NORTH ON GA. 91 FOR 7.4 MILES TO THE STATION
 BT1915'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED ON GA. 91 FROM
 BT1915'THE STATION FOR 0.30 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BT1915'
 BT1915'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1915'OF TRANSPORTATION, STAMPED 100-200.  THE SURFACE DISK IS SET IN
 BT1915'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1915'WITH THE GROUND.  IT IS 28.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1915'PAVED ROAD, 77.0 FEET SOUTH OF A FENCE AND 11.0 FEET NORTH OF A
 BT1915'WITNESS POST.  (NOTE--NO SUB-DISK.)
 BT1915'
 BT1915'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1915'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1915'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1915'GROUND.  IT IS 35.5 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1915'ROAD, 10.3 FEET WEST OF A WELL, AND 57.0 FEET NORTHWEST OF THE
 BT1915'NORTHWEST CORNER OF A FRAME HOUSE.
 BT1915'
 BT1915'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1917 ***********************************************************************
 BT1917  DESIGNATION -  BV 100 201
 BT1917  PID         -  BT1917
 BT1917  STATE/COUNTY-  GA/MILLER
 BT1917  USGS QUAD   -  COOKTOWN (1974)
 BT1917
 BT1917                         *CURRENT SURVEY CONTROL
 BT1917  ___________________________________________________________________
 BT1917* NAD 83(1994)-  31 12 27.62886(N)    084 33 35.13215(W)     ADJUSTED  
 BT1917* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 BT1917  ___________________________________________________________________
 BT1917  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BT1917  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BT1917
 BT1917  HORZ ORDER  -  SECOND
 BT1917
 BT1917.The horizontal coordinates were established by classical geodetic methods
 BT1917.and adjusted by the National Geodetic Survey in September 1997..
 BT1917
 BT1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1917
 BT1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1917
 BT1917.The geoid height was determined by GEOID03.
 BT1917
 BT1917;                    North         East     Units Scale Factor Converg.
 BT1917;SPC GA W     -   133,939.266   662,543.228   MT  0.99991730   -0 12 13.2
 BT1917;SPC GA W     -   439,432.41  2,173,693.91   sFT  0.99991730   -0 12 13.2
 BT1917;UTM  16      - 3,455,184.072   732,486.602   MT  1.00026674   +1 15 53.8
 BT1917
 BT1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1917!SPC GA W     -   0.99999536  x   0.99991730  =   0.99991266
 BT1917!UTM  16      -   0.99999536  x   1.00026674  =   1.00026210
 BT1917
 BT1917:                Primary Azimuth Mark                     Grid Az
 BT1917:SPC GA W     -  BV 100 201 AZ MK                         001 44 13.9
 BT1917:UTM  16      -  BV 100 201 AZ MK                         000 16 06.9
 BT1917
 BT1917|---------------------------------------------------------------------|
 BT1917| PID    Reference Object                     Distance      Geod. Az  |
 BT1917|                                                           dddmmss.s |
 BT1917| CY8510 BV 100 201 AZ MK                                   0013200.7 |
 BT1917| BT1918 BV 100 201 GADT 1973 PTA             12.667 METERS 17558     |
 BT1917|---------------------------------------------------------------------|
 BT1917
 BT1917                          SUPERSEDED SURVEY CONTROL
 BT1917
 BT1917  NAD 83(1994)-  31 12 27.63651(N)    084 33 35.13724(W) AD(       ) 2
 BT1917  NAD 83(1994)-  31 12 27.63652(N)    084 33 35.13703(W) AD(       ) 2
 BT1917  NAD 83(1986)-  31 11 29.05777(N)    084 33 59.90600(W) AD(       ) 2
 BT1917  NAD 27      -  31 11 28.40141(N)    084 34 00.21495(W) AD(       ) 2
 BT1917  NGVD 29 (07/19/86)   57.1    (m)          187.     (f) VERT ANG       
 BT1917
 BT1917.Superseded values are not recommended for survey control.
 BT1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1917.See file dsdata.txt to determine how the superseded data were derived.
 BT1917
 BT1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV3248755184(NAD 83)
 BT1917_MARKER: DD = SURVEY DISK
 BT1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1917
 BT1917  HISTORY     - Date     Condition        Report By
 BT1917  HISTORY     - 1973     MONUMENTED       GADT
 BT1917
 BT1917                          STATION DESCRIPTION
 BT1917
 BT1917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1917'THE STATION IS ABOUT 22.3 MILES NORTH AND 7.2 MILES EAST OF
 BT1917'CLIMAX, 5.0 MILES NORTH AND 23.7 MILES WEST OF PELHAM, 8.9 MILES
 BT1917'NORTH AND 27.5 MILES WEST OF MEIGS.
 BT1917'
 BT1917'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND GA. 91
 BT1917'IN COLQUITT PROCEED NORTH ON GA. 91 FOR 9.9 MILES TO THE
 BT1917'INTERSECTION OF GA. 91 AND COUNTY PAVED ROAD NO. 91931, TURN
 BT1917'LEFT AND PROCEED WEST ON COUNTY PAVED ROAD NO. 91931 FOR 1.70
 BT1917'MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 BT1917'PROCEED NORTH ON PAVED COUNTY ROAD NO. 91931 FOR 0.60 MILE FROM
 BT1917'THE STATION TO THE AZIMUTH MARK ON THE RIGHT.
 BT1917'
 BT1917'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1917'OF TRANSPORTATION STAMPED 100-201.  THE SURFACE DISK IS SET IN
 BT1917'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1917'WITH THE GROUND.  IT IS 40.2 FEET EAST OF THE CENTERLINE OF THE
 BT1917'PAVED ROAD, 15.2 FEET NORTHWEST OF A POWER POLE, 7.6 FEET SOUTH
 BT1917'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1917'MASS OF CONCRETE 1.85 FEET BELOW THE SURFACE DISK.
 BT1917'
 BT1917'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1917'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1917'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1917'GROUND.  IT IS 29.0 FEET EAST OF THE CENTERLINE OF THE PAVED
 BT1917'ROAD, 24.0 FEET WEST OF A FENCE, AND 106.0 FEET NORTHWEST OF A
 BT1917'TELEPHONE POLE.
 BT1917'
 BT1917'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1928 ***********************************************************************
 BT1928  DESIGNATION -  BV 100 202
 BT1928  PID         -  BT1928
 BT1928  STATE/COUNTY-  GA/MILLER
 BT1928  USGS QUAD   -  COLQUITT (1974)
 BT1928
 BT1928                         *CURRENT SURVEY CONTROL
 BT1928  ___________________________________________________________________
 BT1928* NAD 83(1994)-  31 10 07.86779(N)    084 43 22.40988(W)     ADJUSTED  
 BT1928* NAVD 88     -        43.878  (meters)     143.96   (feet)  ADJUSTED  
 BT1928  ___________________________________________________________________
 BT1928  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BT1928  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BT1928  DYNAMIC HT  -          43.824 (meters)     143.78  (feet)  COMP
 BT1928  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 BT1928
 BT1928  HORZ ORDER  -  SECOND
 BT1928  VERT ORDER  -  SECOND    CLASS I
 BT1928
 BT1928.The horizontal coordinates were established by classical geodetic methods
 BT1928.and adjusted by the National Geodetic Survey in September 1997..
 BT1928
 BT1928.The orthometric height was determined by differential leveling
 BT1928.and adjusted by the National Geodetic Survey in April 1998..
 BT1928
 BT1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1928
 BT1928.The geoid height was determined by GEOID03.
 BT1928
 BT1928.The dynamic height is computed by dividing the NAVD 88
 BT1928.geopotential number by the normal gravity value computed on the
 BT1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1928.degrees latitude (g = 980.6199 gals.).
 BT1928
 BT1928.The modeled gravity was interpolated from observed gravity values.
 BT1928
 BT1928;                    North         East     Units Scale Factor Converg.
 BT1928;SPC GA W     -   129,701.971   646,976.891   MT  0.99993467   -0 17 16.4
 BT1928;SPC GA W     -   425,530.55  2,122,623.35   sFT  0.99993467   -0 17 16.4
 BT1928;UTM  16      - 3,450,548.062   717,029.305   MT  1.00018102   +1 10 44.4
 BT1928
 BT1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1928!SPC GA W     -   0.99999744  x   0.99993467  =   0.99993211
 BT1928!UTM  16      -   0.99999744  x   1.00018102  =   1.00017846
 BT1928
 BT1928|---------------------------------------------------------------------|
 BT1928| PID    Reference Object                     Distance      Geod. Az  |
 BT1928|                                                           dddmmss.s |
 BT1928| BT1927 BV 100 202 GADT 1973 PTA              7.219 METERS 10645     |
 BT1928| CY8511 BV 100 202 AZ MK                                   1254822.4 |
 BT1928|---------------------------------------------------------------------|
 BT1928
 BT1928                          SUPERSEDED SURVEY CONTROL
 BT1928
 BT1928  NAD 83(1994)-  31 10 07.87428(N)    084 43 22.41791(W) AD(       ) 2
 BT1928  NAD 83(1986)-  31 10 07.87547(N)    084 43 22.41599(W) AD(       ) 2
 BT1928  NAD 27      -  31 10 07.21834(N)    084 43 22.70725(W) AD(       ) 2
 BT1928  NGVD 29 (07/19/86)   43.9    (m)          144.     (f) VERT ANG       
 BT1928
 BT1928.Superseded values are not recommended for survey control.
 BT1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1928.See file dsdata.txt to determine how the superseded data were derived.
 BT1928
 BT1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1702950548(NAD 83)
 BT1928_MARKER: DD = SURVEY DISK
 BT1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1928_STAMPING: 100 202
 BT1928_MARK LOGO: GADT  
 BT1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1928+STABILITY: SURFACE MOTION
 BT1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1928+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1996
 BT1928
 BT1928  HISTORY     - Date     Condition        Report By
 BT1928  HISTORY     - 1973     MONUMENTED       GADT
 BT1928  HISTORY     - 19960515 GOOD             NGS
 BT1928
 BT1928                          STATION DESCRIPTION
 BT1928
 BT1928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1928'THE STATION IS ABOUT 0.4 MILE SOUTH AND 0.6 MILE EAST OF COLQUITT,
 BT1928'9.5 MILES NORTH AND 9.2 MILES EAST OF DONALSONVILLE, 4.4 MILES
 BT1928'NORTH AND 2.1 MILES WEST OF BOYKIN.
 BT1928'
 BT1928'TO REACH THE STATION FROM THE INTERSECTION OF FOURTH STREET AND
 BT1928'PAVED COUNTY ROAD NO. 54 (COLLEGE STREET), PROCEED SOUTHEAST ON
 BT1928'PAVED COUNTY ROAD NO. 54 (COLLEGE STREET) FOR 0.1 MILE TO THE
 BT1928'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTHEAST
 BT1928'ON PAVED COUNTY ROAD NO. 54 FROM THE STATION FOR 0.25 MILE TO THE
 BT1928'AZIMUTH MARK ON THE LEFT.
 BT1928'
 BT1928'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1928'OF TRANSPORTATION, STAMPED 100-202.  THE SURFACE DISK IS SET IN
 BT1928'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1928'WITH THE GROUND.  IT IS 2.6 FEET NORTH OF A WITNESS POST, 19.0
 BT1928'FEET EAST OF THE CENTERLINE OF A RAILROAD, 25.0 FEET SOUTHWEST OF
 BT1928'THE CENTERLINE OF COUNTY ROAD NO. 54.  THE UNDERGROUND DISK IS
 BT1928'SET IN AN IRREGULAR MASS OF CONCRETE 1.25 FEET BELOW THE SURFACE
 BT1928'DISK.
 BT1928'
 BT1928'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1928'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1928'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1928'GROUND.  IT IS 2.6 FEET NORTH OF A WITNESS POST, 19.0 FEET EAST
 BT1928'OF THE CENTERLINE OF A RAILROAD, 25.0 FEET SOUTHWEST OF THE
 BT1928'CENTERLINE OF COUNTY ROAD NO. 54.  THE UNDERGROUND DISK IS SET
 BT1928'IN AN IRREGULAR MASS OF CONCRETE 1.25 FEET BELOW THE SURFACE
 BT1928'DISK.
 BT1928'
 BT1928'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
 BT1928
 BT1928                          STATION RECOVERY (1996)
 BT1928
 BT1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BT1928'MARK IS IN COLQUITT IN A TRIANGLE OF GROUND BOUNDED BY MAIN TRACK TO
 BT1928'WEST, SIDING TRACK TO EAST AND BELLVIEW RD TO NORTH.  TO REACH FROM
 BT1928'THE NE CORNER OF SQUARE IN COLQUITT, JCT OF STATE ROUTES 91 AND 45,
 BT1928'TRAVEL 0.5 MILE (0.8 KM) EAST ALONG MAIN ST (SR 91) TO FOURTH ST AND
 BT1928'TURN RIGHT JUST BEFORE RR TRACKS.  GO SOUTH ON FOURTH ST 0.15 MILE
 BT1928'(0.24 KM) TO BELLVIEW RD (BECOMES COLLEGE ST ON THE OTHER SIDE OF
 BT1928'FOURTH ST, SCHOOL IN NW CORNER OF INTERSECTION.) TO REACH THIS
 BT1928'INTERSECTION FROM US 27, TRAVEL 0.2 MILE (0.3 KM) NORTH ALONG SPUR
 BT1928'91--FOURTH ST.  GO SE ON BELLVIEW FOR 0.1 MILE (0.2 KM) TO MARK ON
 BT1928'RIGHT AS DESCRIBED, 78 FT (23.8 M) SE OF C-L INTERSECTION OF BELLVIEW
 BT1928'AND MAIN TRACK, 54 FT (16.5 M) WEST OF C-L INT OF BELLVIEW AND SIDING,
 BT1928'52 FT (15.8 M) NW OF NW RAIL OF SIDING, 42 FT (12.8 M) WESTERLY OF
 BT1928'CROSSING SIGN, 24 FT (7.3 M) SW OF C-L OF BELLVIEW, 16 FT (4.9 M) ENE
 BT1928'OF ENE RAIL OF MAIN TRACK, 3 FT (0.9 M) NW OF METAL WITNESS POST,
 BT1928'BETWEEN TWO R-W MONUMENTS, 2 FT (0.6 M) BELOW RD AND TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1926 ***********************************************************************
 BT1926  DESIGNATION -  BV 100 203
 BT1926  PID         -  BT1926
 BT1926  STATE/COUNTY-  GA/MILLER
 BT1926  USGS QUAD   -  COLQUITT (1974)
 BT1926
 BT1926                         *CURRENT SURVEY CONTROL
 BT1926  ___________________________________________________________________
 BT1926* NAD 83(1994)-  31 08 20.94418(N)    084 42 59.36534(W)     ADJUSTED  
 BT1926* NAVD 88     -        48.6    (meters)     159.     (feet)  VERTCON   
 BT1926  ___________________________________________________________________
 BT1926  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BT1926  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BT1926
 BT1926  HORZ ORDER  -  SECOND
 BT1926
 BT1926.The horizontal coordinates were established by classical geodetic methods
 BT1926.and adjusted by the National Geodetic Survey in September 1997..
 BT1926
 BT1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1926
 BT1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1926
 BT1926.The geoid height was determined by GEOID03.
 BT1926
 BT1926;                    North         East     Units Scale Factor Converg.
 BT1926;SPC GA W     -   126,406.168   647,570.763   MT  0.99993390   -0 17 03.6
 BT1926;SPC GA W     -   414,717.57  2,124,571.74   sFT  0.99993390   -0 17 03.6
 BT1926;UTM  16      - 3,447,267.719   717,707.486   MT  1.00018466   +1 10 52.7
 BT1926
 BT1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1926!SPC GA W     -   0.99999671  x   0.99993390  =   0.99993061
 BT1926!UTM  16      -   0.99999671  x   1.00018466  =   1.00018136
 BT1926
 BT1926|---------------------------------------------------------------------|
 BT1926| PID    Reference Object                     Distance      Geod. Az  |
 BT1926|                                                           dddmmss.s |
 BT1926| BT1925 BV 100 203 GADT 1973 PTA             14.230 METERS 33131     |
 BT1926| CY8512 BV 100 203 AZ MK                                   3483442.5 |
 BT1926|---------------------------------------------------------------------|
 BT1926
 BT1926                          SUPERSEDED SURVEY CONTROL
 BT1926
 BT1926  NAD 83(1994)-  31 08 20.95070(N)    084 42 59.37314(W) AD(       ) 2
 BT1926  NAD 83(1986)-  31 08 20.95186(N)    084 42 59.37136(W) AD(       ) 2
 BT1926  NAD 27      -  31 08 20.29160(N)    084 42 59.66326(W) AD(       ) 2
 BT1926  NGVD 29 (07/19/86)   48.7    (m)          160.     (f) VERT ANG       
 BT1926
 BT1926.Superseded values are not recommended for survey control.
 BT1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1926.See file dsdata.txt to determine how the superseded data were derived.
 BT1926
 BT1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1770747268(NAD 83)
 BT1926_MARKER: DD = SURVEY DISK
 BT1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1926_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1926
 BT1926  HISTORY     - Date     Condition        Report By
 BT1926  HISTORY     - 1973     MONUMENTED       GADT
 BT1926
 BT1926                          STATION DESCRIPTION
 BT1926
 BT1926'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1926'THE STATION IS ABOUT 2.5 MILES SOUTH AND 0.8 MILE EAST OF
 BT1926'COLQUITT, 2.5 MILES NORTH AND 1.8 MILE WEST OF BOYKIN, 6.6 MILES
 BT1926'NORTH AND 9.7 MILES EAST OF DONALSONVILLE.
 BT1926'
 BT1926'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND PAVED
 BT1926'COUNTY ROAD NO. 170 IN COLQUITT, PROCEED SOUTH ON PAVED COUNTY
 BT1926'ROAD NO. 170 FOR 2.45 MILES TO THE STATION ON THE RIGHT.  TO
 BT1926'REACH THE AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 170
 BT1926'FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1926'
 BT1926'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1926'OF TRANSPORTATION, STAMPED 100-203.  THE SURFACE DISK IS SET IN
 BT1926'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1926'WITH THE GROUND.  IT IS 7.0 FEET EAST OF A FENCE, 36.5 FEET WEST
 BT1926'OF THE CENTERLINE OF COUNTY ROAD NO. 170, 2.8 FEET SOUTH OF A
 BT1926'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1926'OF CONCRETE 1.40 FEET BELOW THE SURFACE DISK.
 BT1926'
 BT1926'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1926'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1926'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1926'GROUND.  IT IS 37.3 FEET EAST OF THE CENTERLINE, 4.5 FEET WEST OF
 BT1926'A FENCE, 101.5 FEET SOUTHEAST OF A TELEPHONE PEDESTAL.
 BT1926'
 BT1926'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1919 ***********************************************************************
 BT1919  DESIGNATION -  BV 100 204
 BT1919  PID         -  BT1919
 BT1919  STATE/COUNTY-  GA/MILLER
 BT1919  USGS QUAD   -  BOYKIN (1974)
 BT1919
 BT1919                         *CURRENT SURVEY CONTROL
 BT1919  ___________________________________________________________________
 BT1919* NAD 83(1994)-  31 05 43.63774(N)    084 40 53.33294(W)     ADJUSTED  
 BT1919* NAVD 88     -        44.1    (meters)     145.     (feet)  VERTCON   
 BT1919  ___________________________________________________________________
 BT1919  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BT1919  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BT1919
 BT1919  HORZ ORDER  -  SECOND
 BT1919
 BT1919.The horizontal coordinates were established by classical geodetic methods
 BT1919.and adjusted by the National Geodetic Survey in September 1997..
 BT1919
 BT1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1919
 BT1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1919
 BT1919.The geoid height was determined by GEOID03.
 BT1919
 BT1919;                    North         East     Units Scale Factor Converg.
 BT1919;SPC GA W     -   121,545.855   650,886.646   MT  0.99992974   -0 15 57.2
 BT1919;SPC GA W     -   398,771.69  2,135,450.60   sFT  0.99992974   -0 15 57.2
 BT1919;UTM  16      - 3,442,492.501   721,147.424   MT  1.00020329   +1 11 52.5
 BT1919
 BT1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1919!SPC GA W     -   0.99999742  x   0.99992974  =   0.99992716
 BT1919!UTM  16      -   0.99999742  x   1.00020329  =   1.00020071
 BT1919
 BT1919|---------------------------------------------------------------------|
 BT1919| PID    Reference Object                     Distance      Geod. Az  |
 BT1919|                                                           dddmmss.s |
 BT1919| BT1920 BV 100 204 GADT 1973 PTA              7.165 METERS 01731     |
 BT1919| CY8513 BV 100 204 AZ MK                                   3375723.6 |
 BT1919|---------------------------------------------------------------------|
 BT1919
 BT1919                          SUPERSEDED SURVEY CONTROL
 BT1919
 BT1919  NAD 83(1994)-  31 05 43.64445(N)    084 40 53.34042(W) AD(       ) 2
 BT1919  NAD 83(1986)-  31 05 43.64549(N)    084 40 53.33896(W) AD(       ) 2
 BT1919  NAD 27      -  31 05 42.98065(N)    084 40 53.63432(W) AD(       ) 2
 BT1919  NGVD 29 (07/19/86)   44.2    (m)          145.     (f) VERT ANG       
 BT1919
 BT1919.Superseded values are not recommended for survey control.
 BT1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1919.See file dsdata.txt to determine how the superseded data were derived.
 BT1919
 BT1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV2114742493(NAD 83)
 BT1919_MARKER: DD = SURVEY DISK
 BT1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1919
 BT1919  HISTORY     - Date     Condition        Report By
 BT1919  HISTORY     - 1973     MONUMENTED       GADT
 BT1919
 BT1919                          STATION DESCRIPTION
 BT1919
 BT1919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1919'THE STATION IS ABOUT 0.8 MILE SOUTH AND 0.3 MILE EAST OF BOYKIN,
 BT1919'1.4 MILE SOUTH AND 2.5 MILES WEST OF BABCOCK, 4.0 MILES NORTH
 BT1919'AND 11.5 MILES EAST OF DONALSONVILLE.
 BT1919'
 BT1919'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND PAVED
 BT1919'COUNTY ROAD NO. 14 IN BOYKIN, PROCEED SOUTH ON U.S. 27 FOR 0.7
 BT1919'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BT1919'PROCEED NORTH ON U.S. 27 FROM THE STATION FOR 0.2 MILE TO THE
 BT1919'AZIMUTH MARK ON THE RIGHT.
 BT1919'
 BT1919'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1919'OF TRANSPORTATION, STAMPED 100-204.  THE SURFACE DISK IS SET IN
 BT1919'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1919'FLUSH WITH THE GROUND.  IT IS 39.0 FEET WEST OF THE CENTERLINE OF
 BT1919'U.S. 27, 2.6 FEET NORTH OF A WITNESS POST, 28.6 FEET NORTHEAST
 BT1919'OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1919'MASS OF CONCRETE 1.65 FEET BELOW THE SURFACE DISK.
 BT1919'
 BT1919'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1919'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1919'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1919'GROUND.  IT IS 42.5 FEET EAST OF A PAVED ROAD, 82.5 FEET SOUTHEAST
 BT1919'OF A FENCE, 9.0 FEET WEST OF A WOODS LINE.
 BT1919'
 BT1919'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1948 ***********************************************************************
 BT1948  DESIGNATION -  BV 100 205
 BT1948  PID         -  BT1948
 BT1948  STATE/COUNTY-  GA/MILLER
 BT1948  USGS QUAD   -  DONALSONVILLE WEST (1974)
 BT1948
 BT1948                         *CURRENT SURVEY CONTROL
 BT1948  ___________________________________________________________________
 BT1948* NAD 83(1994)-  31 06 12.94735(N)    084 53 11.50554(W)     ADJUSTED  
 BT1948* NAVD 88     -        46.5    (meters)     153.     (feet)  VERTCON   
 BT1948  ___________________________________________________________________
 BT1948  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 BT1948  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BT1948
 BT1948  HORZ ORDER  -  SECOND
 BT1948
 BT1948.The horizontal coordinates were established by classical geodetic methods
 BT1948.and adjusted by the National Geodetic Survey in September 1997..
 BT1948
 BT1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1948
 BT1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1948
 BT1948.The geoid height was determined by GEOID03.
 BT1948
 BT1948;                    North         East     Units Scale Factor Converg.
 BT1948;SPC GA W     -   122,557.323   631,330.503   MT  0.99995815   -0 22 18.8
 BT1948;SPC GA W     -   402,090.15  2,071,290.16   sFT  0.99995815   -0 22 18.8
 BT1948;UTM  16      - 3,443,004.134   701,567.745   MT  1.00010118   +1 05 31.8
 BT1948
 BT1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1948!SPC GA W     -   0.99999705  x   0.99995815  =   0.99995520
 BT1948!UTM  16      -   0.99999705  x   1.00010118  =   1.00009823
 BT1948
 BT1948|---------------------------------------------------------------------|
 BT1948| PID    Reference Object                     Distance      Geod. Az  |
 BT1948|                                                           dddmmss.s |
 BT1948| BT1949 BV 100 205 GADT 1973 PTA              7.615 METERS 23327     |
 BT1948| CY8514 BV 100 205 AZ MK                                   3525154.9 |
 BT1948|---------------------------------------------------------------------|
 BT1948
 BT1948                          SUPERSEDED SURVEY CONTROL
 BT1948
 BT1948  NAD 83(1994)-  31 06 12.95054(N)    084 53 11.51522(W) AD(       ) 2
 BT1948  NAD 83(1986)-  31 06 12.95430(N)    084 53 11.51237(W) AD(       ) 2
 BT1948  NAD 27      -  31 06 12.29506(N)    084 53 11.78120(W) AD(       ) 2
 BT1948  NGVD 29 (07/19/86)   46.6    (m)          153.     (f) VERT ANG       
 BT1948
 BT1948.Superseded values are not recommended for survey control.
 BT1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1948.See file dsdata.txt to determine how the superseded data were derived.
 BT1948
 BT1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0156843004(NAD 83)
 BT1948_MARKER: DD = SURVEY DISK
 BT1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1948+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 BT1948
 BT1948  HISTORY     - Date     Condition        Report By
 BT1948  HISTORY     - 1973     MONUMENTED       GADT
 BT1948  HISTORY     - 20010515 GOOD             GADT
 BT1948
 BT1948                          STATION DESCRIPTION
 BT1948
 BT1948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1948'THE STATION IS ABOUT 4.2 MILES NORTH OF DONALSONVILLE, 4.8 MILES
 BT1948'SOUTH AND 9.2 MILES WEST OF COLQUITT, 8.5 MILES NORTH AND 8.4
 BT1948'MILES WEST OF BRINSON.
 BT1948'
 BT1948'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 91
 BT1948'IN DONALSONVILLE PROCEED NORTH ON GA. 91 FOR 2.05 MILES TO PAVED
 BT1948'COUNTY ROAD NO. 91969, PROCEED NORTH ON PAVED COUNTY ROAD NO. 91969
 BT1948'FOR 2.45 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1948'MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 91969 FROM THE
 BT1948'STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1948'
 BT1948'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1948'OF TRANSPORTATION, STAMPED 100-205.  THE SURFACE DISK IS SET IN
 BT1948'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1948'WITH THE GROUND.  IT IS 30.0 FEET EAST OF THE PAVED ROAD, 2.2 FEET
 BT1948'SOUTH OF THE WITNESS POST, 8.8 FEET WEST OF THE FENCE.  (NOTE--NO
 BT1948'SUB-DISK.)
 BT1948'
 BT1948'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1948'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1948'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1948'GROUND.  IT IS 23.0 FEET EAST OF THE FENCE, 15.0 FEET WEST OF THE
 BT1948'PAVED ROAD, 128.0 FEET NORTHEAST OF THE POWER POLE.
 BT1948'
 BT1948'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 BT1948
 BT1948                          STATION RECOVERY (2001)
 BT1948
 BT1948'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 BT1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1930 ***********************************************************************
 BT1930  DESIGNATION -  BV 100 206
 BT1930  PID         -  BT1930
 BT1930  STATE/COUNTY-  GA/MILLER
 BT1930  USGS QUAD   -  DONALSONVILLE NE (1974)
 BT1930
 BT1930                         *CURRENT SURVEY CONTROL
 BT1930  ___________________________________________________________________
 BT1930* NAD 83(1994)-  31 08 29.97577(N)    084 48 33.43537(W)     ADJUSTED  
 BT1930* NAVD 88     -        48.3    (meters)     158.     (feet)  VERTCON   
 BT1930  ___________________________________________________________________
 BT1930  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT1930  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BT1930
 BT1930  HORZ ORDER  -  SECOND
 BT1930
 BT1930.The horizontal coordinates were established by classical geodetic methods
 BT1930.and adjusted by the National Geodetic Survey in September 1997..
 BT1930
 BT1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1930
 BT1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1930
 BT1930.The geoid height was determined by GEOID03.
 BT1930
 BT1930;                    North         East     Units Scale Factor Converg.
 BT1930;SPC GA W     -   126,731.920   638,723.401   MT  0.99994630   -0 19 56.4
 BT1930;SPC GA W     -   415,786.31  2,095,545.02   sFT  0.99994630   -0 19 56.4
 BT1930;UTM  16      - 3,447,367.089   708,852.727   MT  1.00013807   +1 08 00.1
 BT1930
 BT1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1930!SPC GA W     -   0.99999676  x   0.99994630  =   0.99994306
 BT1930!UTM  16      -   0.99999676  x   1.00013807  =   1.00013483
 BT1930
 BT1930:                Primary Azimuth Mark                     Grid Az
 BT1930:SPC GA W     -  BV 100 206 AZ MK                         039 55 27.1
 BT1930:UTM  16      -  BV 100 206 AZ MK                         038 27 30.6
 BT1930
 BT1930|---------------------------------------------------------------------|
 BT1930| PID    Reference Object                     Distance      Geod. Az  |
 BT1930|                                                           dddmmss.s |
 BT1930| CY8515 BV 100 206 AZ MK                                   0393530.7 |
 BT1930| BT1929 BV 100 206 GADT 1973 PTA             10.952 METERS 16714     |
 BT1930|---------------------------------------------------------------------|
 BT1930
 BT1930                          SUPERSEDED SURVEY CONTROL
 BT1930
 BT1930  NAD 83(1994)-  31 08 29.97996(N)    084 48 33.44569(W) AD(       ) 2
 BT1930  NAD 83(1986)-  31 08 29.98289(N)    084 48 33.44236(W) AD(       ) 2
 BT1930  NAD 27      -  31 08 29.32625(N)    084 48 33.71794(W) AD(       ) 2
 BT1930  NGVD 29 (07/19/86)   48.4    (m)          159.     (f) VERT ANG       
 BT1930
 BT1930.Superseded values are not recommended for survey control.
 BT1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1930.See file dsdata.txt to determine how the superseded data were derived.
 BT1930
 BT1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0885347367(NAD 83)
 BT1930_MARKER: DD = SURVEY DISK
 BT1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1930
 BT1930  HISTORY     - Date     Condition        Report By
 BT1930  HISTORY     - 1973     MONUMENTED       GADT
 BT1930
 BT1930                          STATION DESCRIPTION
 BT1930
 BT1930'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1930'THE STATION IS ABOUT 2.1 MILES SOUTH AND 5.0 MILES WEST OF
 BT1930'COLQUITT, 7.4 MILES NORTH AND 4.2 MILES EAST OF DONALSONVILLE,
 BT1930'2.5 MILES NORTH AND 7.3 MILES WEST OF BOYKIN.
 BT1930'
 BT1930'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 (NORTH)
 BT1930'AND GA. 91 IN COLQUITT PROCEED SOUTH ON GA. 91 FOR 4.1 MILES TO
 BT1930'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1930'NORTH ON GA. 91 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH
 BT1930'MARK ON THE RIGHT.
 BT1930'
 BT1930'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1930'OF TRANSPORTATION, STAMPED 100-206.  THE SURFACE DISK IS SET IN
 BT1930'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1930'WITH THE GROUND.  IT IS 3.5 FEET EAST OF THE WITNESS POST, 4.5
 BT1930'FEET SOUTH OF THE POWER POLE, 36.0 FEET NORTHWEST OF THE
 BT1930'CENTERLINE OF GA. 91.  THE UNDERGROUND DISK IS SET IN AN
 BT1930'IRREGULAR MASS OF CONCRETE 1.30 FEET BELOW THE SURFACE DISK.
 BT1930'
 BT1930'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1930'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1930'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1930'GROUND.  IT IS 47.0 FEET SOUTHEAST OF GA. 91, 4.5 FEET SOUTHWEST
 BT1930'OF THE POWER POLE, 5.5 FEET NORTHWEST OF THE FENCE.
 BT1930'
 BT1930'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1939 ***********************************************************************
 BT1939  DESIGNATION -  BV 100 207
 BT1939  PID         -  BT1939
 BT1939  STATE/COUNTY-  GA/MILLER
 BT1939  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT1939
 BT1939                         *CURRENT SURVEY CONTROL
 BT1939  ___________________________________________________________________
 BT1939* NAD 83(1994)-  31 05 26.92494(N)    084 47 05.03406(W)     ADJUSTED  
 BT1939* NAVD 88     -        43.3    (meters)     142.     (feet)  VERTCON   
 BT1939  ___________________________________________________________________
 BT1939  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BT1939  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BT1939
 BT1939  HORZ ORDER  -  SECOND
 BT1939
 BT1939.The horizontal coordinates were established by classical geodetic methods
 BT1939.and adjusted by the National Geodetic Survey in September 1997..
 BT1939
 BT1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1939
 BT1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1939
 BT1939.The geoid height was determined by GEOID03.
 BT1939
 BT1939;                    North         East     Units Scale Factor Converg.
 BT1939;SPC GA W     -   121,081.475   641,033.528   MT  0.99994288   -0 19 09.0
 BT1939;SPC GA W     -   397,248.14  2,103,124.17   sFT  0.99994288   -0 19 09.0
 BT1939;UTM  16      - 3,441,776.420   711,307.014   MT  1.00015079   +1 08 39.8
 BT1939
 BT1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1939!SPC GA W     -   0.99999755  x   0.99994288  =   0.99994043
 BT1939!UTM  16      -   0.99999755  x   1.00015079  =   1.00014834
 BT1939
 BT1939|---------------------------------------------------------------------|
 BT1939| PID    Reference Object                     Distance      Geod. Az  |
 BT1939|                                                           dddmmss.s |
 BT1939| BT1941 BV 100 207 GADT 1973 PTA              7.362 METERS 05555     |
 BT1939| CY8516 BV 100 207 AZ MK                                   1773340.8 |
 BT1939|---------------------------------------------------------------------|
 BT1939
 BT1939                          SUPERSEDED SURVEY CONTROL
 BT1939
 BT1939  NAD 83(1994)-  31 05 26.92945(N)    084 47 05.04349(W) AD(       ) 2
 BT1939  NAD 83(1986)-  31 05 26.93216(N)    084 47 05.04090(W) AD(       ) 2
 BT1939  NAD 27      -  31 05 26.26973(N)    084 47 05.32027(W) AD(       ) 2
 BT1939  NGVD 29 (07/19/86)   43.4    (m)          142.     (f) VERT ANG       
 BT1939
 BT1939.Superseded values are not recommended for survey control.
 BT1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1939.See file dsdata.txt to determine how the superseded data were derived.
 BT1939
 BT1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1130741776(NAD 83)
 BT1939_MARKER: DD = SURVEY DISK
 BT1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1939
 BT1939  HISTORY     - Date     Condition        Report By
 BT1939  HISTORY     - 1973     MONUMENTED       GADT
 BT1939
 BT1939                          STATION DESCRIPTION
 BT1939
 BT1939'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1939'THE STATION IS ABOUT 5.7 MILES SOUTH AND 2.9 MILES WEST OF
 BT1939'COLQUITT, 4.1 MILES NORTH AND 5.3 MILES EAST OF DONALSONVILLE,
 BT1939'7.9 MILES NORTH AND 2.8 MILES WEST OF BRINSON.
 BT1939'
 BT1939'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND
 BT1939'U.S. 84 IN IRON CITY, PROCEED NORTH ON GA. 45 FOR 6.2 MILES TO
 BT1939'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1939'SOUTH ON GA. 45 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK
 BT1939'ON THE LEFT.
 BT1939'
 BT1939'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1939'OF TRANSPORTATION, STAMPED 100-207.  THE SURFACE DISK IS SET IN
 BT1939'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1939'WITH THE GROUND.  IT IS 4.6 FEET EAST OF A FENCE, 36.5 FEET WEST
 BT1939'OF THE CENTERLINE OF GA. 45, 2.0 FEET NORTH OF A WITNESS
 BT1939'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1939'CONCRETE 1.70 FEET BELOW THE SURFACE DISK.
 BT1939'
 BT1939'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1939'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1939'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1939'IS 3.5 FEET WEST OF A FENCE, 45.0 FEET EAST OF THE CENTERLINE OF
 BT1939'GA. 45, 22.0 FEET SOUTHWEST OF A FENCE CORNER.
 BT1939'
 BT1939'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1742 ***********************************************************************
 BT1742  DESIGNATION -  BV 101 200
 BT1742  PID         -  BT1742
 BT1742  STATE/COUNTY-  GA/MITCHELL
 BT1742  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1742
 BT1742                         *CURRENT SURVEY CONTROL
 BT1742  ___________________________________________________________________
 BT1742* NAD 83(1994)-  31 18 54.64158(N)    084 10 28.96331(W)     ADJUSTED  
 BT1742* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 BT1742  ___________________________________________________________________
 BT1742  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BT1742  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT1742
 BT1742  HORZ ORDER  -  SECOND
 BT1742
 BT1742.The horizontal coordinates were established by classical geodetic methods
 BT1742.and adjusted by the National Geodetic Survey in September 1997..
 BT1742
 BT1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1742
 BT1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1742
 BT1742.The geoid height was determined by GEOID03.
 BT1742
 BT1742;                    North         East     Units Scale Factor Converg.
 BT1742;SPC GA W     -   145,790.868   699,234.249   MT  0.99990001   -0 00 15.1
 BT1742;SPC GA W     -   478,315.54  2,294,071.03   sFT  0.99990001   -0 00 15.1
 BT1742;UTM  16      - 3,467,979.722   768,878.397   MT  1.00049182   +1 28 09.5
 BT1742
 BT1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1742!SPC GA W     -   0.99999428  x   0.99990001  =   0.99989429
 BT1742!UTM  16      -   0.99999428  x   1.00049182  =   1.00048610
 BT1742
 BT1742:                Primary Azimuth Mark                     Grid Az
 BT1742:SPC GA W     -  BV 101 200 AZ MK                         208 01 20.0
 BT1742:UTM  16      -  BV 101 200 AZ MK                         206 32 55.4
 BT1742
 BT1742|---------------------------------------------------------------------|
 BT1742| PID    Reference Object                     Distance      Geod. Az  |
 BT1742|                                                           dddmmss.s |
 BT1742| CY8517 BV 101 200 AZ MK                                   2080104.9 |
 BT1742|---------------------------------------------------------------------|
 BT1742
 BT1742                          SUPERSEDED SURVEY CONTROL
 BT1742
 BT1742  NAD 83(1986)-  31 18 54.64781(N)    084 10 28.96848(W) AD(       ) 2
 BT1742  NAD 27      -  31 18 53.99864(N)    084 10 29.30604(W) AD(       ) 2
 BT1742  NGVD 29 (07/19/86)   63.9    (m)          210.     (f) VERT ANG       
 BT1742
 BT1742.Superseded values are not recommended for survey control.
 BT1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1742.See file dsdata.txt to determine how the superseded data were derived.
 BT1742
 BT1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6887867980(NAD 83)
 BT1742_MARKER: DD = SURVEY DISK
 BT1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1742
 BT1742  HISTORY     - Date     Condition        Report By
 BT1742  HISTORY     - 1973     MONUMENTED       GADT
 BT1742
 BT1742                          STATION DESCRIPTION
 BT1742
 BT1742'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1742'THE STATION IS ABOUT 0.2 MILE NORTH AND 9.4 MILES EAST OF NEWTON,
 BT1742'3.7 MILES SOUTH AND 0.6 MILE WEST OF BACONTON, 5.8 MILES NORTH
 BT1742'AND 1.4 MILE EAST OF CAMILLA.
 BT1742'
 BT1742'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND
 BT1742'U.S. 19 IN CAMILLA PROCEED NORTH ON U.S. 19 FOR 5.90 MILES TO THE
 BT1742'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH
 BT1742'ON U.S. 19 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BT1742'THE RIGHT.
 BT1742'
 BT1742'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1742'OF TRANSPORTATION, STAMPED 101-200.  THE SURFACE DISK IS SET IN
 BT1742'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1742'FLUSH WITH THE GROUND.  IT IS 125.0 FEET EAST OF THE CENTERLINE
 BT1742'OF THE PAVED ROAD, 2.5 FEET WEST OF A WITNESS POST, AND 99.0 FEET
 BT1742'SOUTHEAST OF A CONCRETE PIPE.  THE UNDERGROUND DISK IS SET IN AN
 BT1742'IRREGULAR MASS OF CONCRETE 1.90 FEET BELOW THE SURFACE DISK.
 BT1742'
 BT1742'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1742'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1742'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1742'GROUND.  IT IS 552.0 FEET SOUTHWEST OF A CONCRETE PIPE, 64.0 FEET
 BT1742'WEST OF THE CENTERLINE OF THE PAVED ROAD, AND 638.0 FEET NORTH OF
 BT1742'A POWER POLE.
 BT1742'
 BT1742'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1740 ***********************************************************************
 BT1740  DESIGNATION -  BV 101 201 GADT 1973
 BT1740  PID         -  BT1740
 BT1740  STATE/COUNTY-  GA/MITCHELL
 BT1740  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1740
 BT1740                         *CURRENT SURVEY CONTROL
 BT1740  ___________________________________________________________________
 BT1740* NAD 83(1994)-  31 15 58.35076(N)    084 11 38.90026(W)     ADJUSTED  
 BT1740* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 BT1740  ___________________________________________________________________
 BT1740  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BT1740  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT1740
 BT1740  HORZ ORDER  -  SECOND
 BT1740
 BT1740.The horizontal coordinates were established by classical geodetic methods
 BT1740.and adjusted by the National Geodetic Survey in September 1997..
 BT1740
 BT1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1740
 BT1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1740
 BT1740.The geoid height was determined by GEOID03.
 BT1740
 BT1740;                    North         East     Units Scale Factor Converg.
 BT1740;SPC GA W     -   140,362.222   697,383.857   MT  0.99990008   -0 00 51.3
 BT1740;SPC GA W     -   460,505.06  2,288,000.20   sFT  0.99990008   -0 00 51.3
 BT1740;UTM  16      - 3,462,502.112   767,167.110   MT  1.00048051   +1 27 25.7
 BT1740
 BT1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1740!SPC GA W     -   0.99999531  x   0.99990008  =   0.99989539
 BT1740!UTM  16      -   0.99999531  x   1.00048051  =   1.00047582
 BT1740
 BT1740:                Primary Azimuth Mark                     Grid Az
 BT1740:SPC GA W     -  CAMILLA RM 3                             189 01 40.9
 BT1740:UTM  16      -  CAMILLA RM 3                             187 33 23.9
 BT1740
 BT1740|---------------------------------------------------------------------|
 BT1740| PID    Reference Object                     Distance      Geod. Az  |
 BT1740|                                                           dddmmss.s |
 BT1740| BT1809 CAMILLA RM 3                        APPROX. 3.9 KM 1890049.6 |
 BT1740|---------------------------------------------------------------------|
 BT1740
 BT1740                          SUPERSEDED SURVEY CONTROL
 BT1740
 BT1740  NAD 83(1986)-  31 15 58.35711(N)    084 11 38.90546(W) AD(       ) 2
 BT1740  NAD 27      -  31 15 57.70379(N)    084 11 39.24452(W) AD(       ) 2
 BT1740  NGVD 29 (07/19/86)   57.4    (m)          188.     (f) VERT ANG       
 BT1740
 BT1740.Superseded values are not recommended for survey control.
 BT1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1740.See file dsdata.txt to determine how the superseded data were derived.
 BT1740
 BT1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6716762502(NAD 83)
 BT1740_MARKER: DD = SURVEY DISK
 BT1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1740+STABILITY: SURFACE MOTION
 BT1740
 BT1740  HISTORY     - Date     Condition        Report By
 BT1740  HISTORY     - 1973     MONUMENTED       GADT
 BT1740
 BT1740                          STATION DESCRIPTION
 BT1740
 BT1740'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1740'THE STATION IS ABOUT 2.5 FEET NORTH AND .8 MILE EAST OF CAMILLA,
 BT1740'7.5 MILES SOUTH AND 2.2 MILES WEST OF BACONTON, 3.3 MILES SOUTH
 BT1740'AND 8.2 MILES EAST OF NEWTON.
 BT1740'
 BT1740'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND
 BT1740'U.S. 19 IN CAMILLA PROCEED NORTH ON U.S. 19 FOR 2.50 MILES TO
 BT1740'THE STATION ON THE LEFT.
 BT1740'
 BT1740'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1740'OF TRANSPORTATION, STAMPED 101-201.  THE SURFACE DISK IS SET
 BT1740'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1740'FLUSH WITH THE GROUND.  IT IS 2.5 FEET NORTH OF A WITNESS POST,
 BT1740'57.5 FEET EAST OF THE CENTERLINE OF THE RAILROAD, 86.6 FEET
 BT1740'WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK
 BT1740'IS SET IN AN IRREGULAR MASS OF CONCRETE 2.40 FEET BELOW THE
 BT1740'SURFACE DISK.
 BT1740'
 BT1740'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1756 ***********************************************************************
 BT1756  DESIGNATION -  BV 101 202
 BT1756  PID         -  BT1756
 BT1756  STATE/COUNTY-  GA/MITCHELL
 BT1756  USGS QUAD   -  COTTON (1971)
 BT1756
 BT1756                         *CURRENT SURVEY CONTROL
 BT1756  ___________________________________________________________________
 BT1756* NAD 83(1994)-  31 14 36.43012(N)    084 05 49.31229(W)     ADJUSTED  
 BT1756* NAVD 88     -       112.5    (meters)     369.     (feet)  VERTCON   
 BT1756  ___________________________________________________________________
 BT1756  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BT1756  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BT1756
 BT1756  HORZ ORDER  -  SECOND
 BT1756
 BT1756.The horizontal coordinates were established by classical geodetic methods
 BT1756.and adjusted by the National Geodetic Survey in September 1997..
 BT1756
 BT1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1756
 BT1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1756
 BT1756.The geoid height was determined by GEOID03.
 BT1756
 BT1756;                    North         East     Units Scale Factor Converg.
 BT1756;SPC GA W     -   137,841.224   706,632.866   MT  0.99990054   +0 02 10.0
 BT1756;SPC GA W     -   452,234.08  2,318,344.66   sFT  0.99990054   +0 02 10.0
 BT1756;UTM  16      - 3,460,217.975   776,483.480   MT  1.00054300   +1 30 24.0
 BT1756
 BT1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1756!SPC GA W     -   0.99998664  x   0.99990054  =   0.99988718
 BT1756!UTM  16      -   0.99998664  x   1.00054300  =   1.00052963
 BT1756
 BT1756:                Primary Azimuth Mark                     Grid Az
 BT1756:SPC GA W     -  BV 101 202 AZ MK                         077 02 29.9
 BT1756:UTM  16      -  BV 101 202 AZ MK                         075 34 15.9
 BT1756
 BT1756|---------------------------------------------------------------------|
 BT1756| PID    Reference Object                     Distance      Geod. Az  |
 BT1756|                                                           dddmmss.s |
 BT1756| CY8518 BV 101 202 AZ MK                                   0770439.9 |
 BT1756| BT1757 BV 101 202 GADT 1973 PTA              7.910 METERS 30744     |
 BT1756|---------------------------------------------------------------------|
 BT1756
 BT1756                          SUPERSEDED SURVEY CONTROL
 BT1756
 BT1756  NAD 83(1986)-  31 14 36.43654(N)    084 05 49.31750(W) AD(       ) 2
 BT1756  NAD 27      -  31 14 35.77643(N)    084 05 49.66803(W) AD(       ) 2
 BT1756  NGVD 29 (07/19/86)  112.6    (m)          369.     (f) VERT ANG       
 BT1756
 BT1756.Superseded values are not recommended for survey control.
 BT1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1756.See file dsdata.txt to determine how the superseded data were derived.
 BT1756
 BT1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7648360218(NAD 83)
 BT1756_MARKER: DD = SURVEY DISK
 BT1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1756
 BT1756  HISTORY     - Date     Condition        Report By
 BT1756  HISTORY     - 1973     MONUMENTED       GADT
 BT1756
 BT1756                          STATION DESCRIPTION
 BT1756
 BT1756'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1756'THE STATION IS ABOUT 0.8 MILE SOUTH AND 6.7 MILES EAST OF CAMILLA,
 BT1756'9.2 MILES SOUTH AND 3.9 MILES EAST OF BACONTON, 4.9 MILES SOUTH
 BT1756'AND 14.0 MILES EAST OF NEWTON.
 BT1756'
 BT1756'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND
 BT1756'U.S. 19 IN CAMILLA PROCEED EAST ON GA. 37 FOR 6.55 MILES TO THE
 BT1756'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST
 BT1756'ON GA. 37 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON
 BT1756'THE RIGHT.
 BT1756'
 BT1756'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1756'OF TRANSPORTATION, STAMPED 101-202.  THE SURFACE DISK IS SET IN
 BT1756'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1756'WITH THE GROUND.  IT IS 33.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1756'PAVED ROAD, 8.2 FEET NORTH OF A FENCE, 6.0 FEET WEST OF A WITNESS
 BT1756'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1756'CONCRETE 1.30 FEET BELOW THE SURFACE DISK.
 BT1756'
 BT1756'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1756'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1756'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1756'IS 5.0 FEET NORTH OF A POWER POLE, 6.0 FEET NORTH OF A FENCE,
 BT1756'AND 35.3 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 BT1756'
 BT1756'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1743 ***********************************************************************
 BT1743  DESIGNATION -  BV 101 203 GADT 1973
 BT1743  PID         -  BT1743
 BT1743  STATE/COUNTY-  GA/MITCHELL
 BT1743  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1743
 BT1743                         *CURRENT SURVEY CONTROL
 BT1743  ___________________________________________________________________
 BT1743* NAD 83(1994)-  31 18 11.64485(N)    084 10 48.95621(W)     ADJUSTED  
 BT1743* NAVD 88     -        62.6    (meters)     205.     (feet)  VERTCON   
 BT1743  ___________________________________________________________________
 BT1743  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BT1743  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BT1743
 BT1743  HORZ ORDER  -  SECOND
 BT1743
 BT1743.The horizontal coordinates were established by classical geodetic methods
 BT1743.and adjusted by the National Geodetic Survey in September 1997..
 BT1743
 BT1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1743
 BT1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1743
 BT1743.The geoid height was determined by GEOID03.
 BT1743
 BT1743;                    North         East     Units Scale Factor Converg.
 BT1743;SPC GA W     -   144,466.816   698,705.500   MT  0.99990002   -0 00 25.4
 BT1743;SPC GA W     -   473,971.55  2,292,336.29   sFT  0.99990002   -0 00 25.4
 BT1743;UTM  16      - 3,466,641.724   768,383.572   MT  1.00048854   +1 27 57.3
 BT1743
 BT1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1743!SPC GA W     -   0.99999447  x   0.99990002  =   0.99989449
 BT1743!UTM  16      -   0.99999447  x   1.00048854  =   1.00048301
 BT1743
 BT1743:                Primary Azimuth Mark                     Grid Az
 BT1743:SPC GA W     -  BV 101 206                               197 37 57.3
 BT1743:UTM  16      -  BV 101 206                               196 09 34.6
 BT1743
 BT1743|---------------------------------------------------------------------|
 BT1743| PID    Reference Object                     Distance      Geod. Az  |
 BT1743|                                                           dddmmss.s |
 BT1743| BT1739 BV 101 206                          APPROX. 2.0 KM 1973731.9 |
 BT1743|---------------------------------------------------------------------|
 BT1743
 BT1743                          SUPERSEDED SURVEY CONTROL
 BT1743
 BT1743  NAD 83(1986)-  31 18 11.65112(N)    084 10 48.96140(W) AD(       ) 2
 BT1743  NAD 27      -  31 18 11.00079(N)    084 10 49.29874(W) AD(       ) 2
 BT1743  NGVD 29 (07/19/86)   62.7    (m)          206.     (f) VERT ANG       
 BT1743
 BT1743.Superseded values are not recommended for survey control.
 BT1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1743.See file dsdata.txt to determine how the superseded data were derived.
 BT1743
 BT1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6838466642(NAD 83)
 BT1743_MARKER: DD = SURVEY DISK
 BT1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1743+STABILITY: SURFACE MOTION
 BT1743
 BT1743  HISTORY     - Date     Condition        Report By
 BT1743  HISTORY     - 1973     MONUMENTED       GADT
 BT1743
 BT1743                          STATION DESCRIPTION
 BT1743
 BT1743'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1743'THE STATION IS ABOUT 4.9 MILES SOUTH AND 1.2 MILES WEST OF
 BT1743'BACONTON, 0.7 MILE SOUTH AND 9.2 MILES EAST OF NEWTON, 5.1
 BT1743'MILES NORTH AND 1.3 MILE EAST OF CAMILLA.
 BT1743'
 BT1743'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND
 BT1743'U.S. 19 IN CAMILLA PROCEED NORTH ON U.S. 19 FOR 5.05 MILES TO
 BT1743'THE STATION ON THE LEFT.
 BT1743'
 BT1743'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1743'OF TRANSPORTATION, STAMPED 101-203.  THE SURFACE DISK IS SET IN
 BT1743'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1743'WITH THE GROUND.  IT IS 7.0 FEET NORTH OF A WITNESS POST, 62.0
 BT1743'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 7.0 FEET EAST OF A
 BT1743'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1743'CONCRETE 2.30 FEET BELOW THE SURFACE DISK.
 BT1743'
 BT1743'HEIGHT OF LIGHT ABOVE STATION MARK 1.85 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1865 ***********************************************************************
 BT1865  DESIGNATION -  BV 101 204
 BT1865  PID         -  BT1865
 BT1865  STATE/COUNTY-  GA/MITCHELL
 BT1865  USGS QUAD   -  NEWTON (1983)
 BT1865
 BT1865                         *CURRENT SURVEY CONTROL
 BT1865  ___________________________________________________________________
 BT1865* NAD 83(1994)-  31 16 44.03853(N)    084 19 09.38118(W)     ADJUSTED  
 BT1865* NAVD 88     -        49.6    (meters)     163.     (feet)  VERTCON   
 BT1865  ___________________________________________________________________
 BT1865  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BT1865  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT1865
 BT1865  HORZ ORDER  -  SECOND
 BT1865
 BT1865.The horizontal coordinates were established by classical geodetic methods
 BT1865.and adjusted by the National Geodetic Survey in September 1997..
 BT1865
 BT1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1865
 BT1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1865
 BT1865.The geoid height was determined by GEOID03.
 BT1865
 BT1865;                    North         East     Units Scale Factor Converg.
 BT1865;SPC GA W     -   141,778.912   685,469.523   MT  0.99990260   -0 04 45.2
 BT1865;SPC GA W     -   465,152.98  2,248,911.26   sFT  0.99990260   -0 04 45.2
 BT1865;UTM  16      - 3,463,612.954   755,213.863   MT  1.00040347   +1 23 33.4
 BT1865
 BT1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1865!SPC GA W     -   0.99999651  x   0.99990260  =   0.99989912
 BT1865!UTM  16      -   0.99999651  x   1.00040347  =   1.00039998
 BT1865
 BT1865|---------------------------------------------------------------------|
 BT1865| PID    Reference Object                     Distance      Geod. Az  |
 BT1865|                                                           dddmmss.s |
 BT1865| BT1866 BV 101 204 GADT 1973 PTA              9.029 METERS 21204     |
 BT1865| CY8519 BV 101 204 AZ MK                                   2230446.2 |
 BT1865| BT1863 NEWTON LOT                          APPROX. 2.4 KM 3502435.7 |
 BT1865|---------------------------------------------------------------------|
 BT1865
 BT1865                          SUPERSEDED SURVEY CONTROL
 BT1865
 BT1865  NAD 83(1986)-  31 16 44.04527(N)    084 19 09.38623(W) AD(       ) 2
 BT1865  NAD 27      -  31 16 43.39408(N)    084 19 09.71593(W) AD(       ) 2
 BT1865  NGVD 29 (07/19/86)   49.7    (m)          163.     (f) VERT ANG       
 BT1865
 BT1865.Superseded values are not recommended for survey control.
 BT1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1865.See file dsdata.txt to determine how the superseded data were derived.
 BT1865
 BT1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5521463613(NAD 83)
 BT1865_MARKER: DD = SURVEY DISK
 BT1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1865
 BT1865  HISTORY     - Date     Condition        Report By
 BT1865  HISTORY     - 1973     MONUMENTED       GADT
 BT1865
 BT1865                          STATION DESCRIPTION
 BT1865
 BT1865'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1865'THE STATION IS ABOUT 2.5 MILES SOUTH AND 1.0 MILE EAST OF
 BT1865'NEWTON, 3.2 MILES NORTH AND 6.5 MILES WEST OF CAMILLA, 6.5 MILES
 BT1865'SOUTH AND 9.4 MILES WEST OF BACONTON.
 BT1865'
 BT1865'TO REACH THE STATION FROM THE INTERSECTION OF GA. 91 AND
 BT1865'GA. 37 IN NEWTON PROCEED SOUTHEAST ON GA. 37 FOR 1.95 MILES TO
 BT1865'PAVED COUNTY ROAD NO. 92378, TURN RIGHT AND PROCEED SOUTH WEST
 BT1865'ON PAVED COUNTY ROAD NO. 92378 FOR 1.10 MILES TO THE STATION ON
 BT1865'THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTHWEST ON PAVED
 BT1865'COUNTY ROAD NO. 92378 FROM THE STATION FOR 0.40 MILE TO THE
 BT1865'AZIMUTH MARK ON THE LEFT.
 BT1865'
 BT1865'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1865'OF TRANSPORTATION, STAMPED 101-204.  THE SURFACE DISK IS SET IN
 BT1865'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1865'FLUSH WITH THE GROUND.  IT IS 37.6 FEET NORTHWEST OF THE
 BT1865'CENTERLINE OF THE PAVED ROAD, 4.4 FEET SOUTHEAST OF A FENCE, 5.0
 BT1865'FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 BT1865'IN AN IRREGULAR MASS OF CONCRETE 2.35 FEET BELOW THE SURFACE
 BT1865'DISK.
 BT1865'
 BT1865'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1865'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1865'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1865'GROUND.  IT IS 4.0 FEET NORTHEAST OF A POWER POLE, 3.2 FEET
 BT1865'NORTHWEST OF A FENCE, AND 39.0 FEET SOUTHEAST OF THE CENTERLINE
 BT1865'OF THE PAVED ROAD.
 BT1865'
 BT1865'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1858 ***********************************************************************
 BT1858  DESIGNATION -  BV 101 205
 BT1858  PID         -  BT1858
 BT1858  STATE/COUNTY-  GA/MITCHELL
 BT1858  USGS QUAD   -  NEWTON (1983)
 BT1858
 BT1858                         *CURRENT SURVEY CONTROL
 BT1858  ___________________________________________________________________
 BT1858* NAD 83(1994)-  31 16 44.88144(N)    084 17 23.57819(W)     ADJUSTED  
 BT1858* NAVD 88     -        50.0    (meters)     164.     (feet)  VERTCON   
 BT1858  ___________________________________________________________________
 BT1858  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BT1858  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT1858
 BT1858  HORZ ORDER  -  SECOND
 BT1858
 BT1858.The horizontal coordinates were established by classical geodetic methods
 BT1858.and adjusted by the National Geodetic Survey in September 1997..
 BT1858
 BT1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1858
 BT1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1858
 BT1858.The geoid height was determined by GEOID03.
 BT1858
 BT1858;                    North         East     Units Scale Factor Converg.
 BT1858;SPC GA W     -   141,801.373   688,267.917   MT  0.99990170   -0 03 50.3
 BT1858;SPC GA W     -   465,226.67  2,258,092.32   sFT  0.99990170   -0 03 50.3
 BT1858;UTM  16      - 3,463,707.334   758,012.184   MT  1.00042119   +1 24 28.4
 BT1858
 BT1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1858!SPC GA W     -   0.99999645  x   0.99990170  =   0.99989815
 BT1858!UTM  16      -   0.99999645  x   1.00042119  =   1.00041764
 BT1858
 BT1858|---------------------------------------------------------------------|
 BT1858| PID    Reference Object                     Distance      Geod. Az  |
 BT1858|                                                           dddmmss.s |
 BT1858| BT1859 BV 101 205 GADT 1973 PTA             11.725 METERS 26856     |
 BT1858| BT1863 NEWTON LOT                          APPROX. 4.0 KM 3063459.3 |
 BT1858| CY8520 BV 101 205 AZ MK                                   3125650.4 |
 BT1858|---------------------------------------------------------------------|
 BT1858
 BT1858                          SUPERSEDED SURVEY CONTROL
 BT1858
 BT1858  NAD 83(1986)-  31 16 44.88805(N)    084 17 23.58325(W) AD(       ) 2
 BT1858  NAD 27      -  31 16 44.23650(N)    084 17 23.91585(W) AD(       ) 2
 BT1858  NGVD 29 (07/19/86)   50.1    (m)          164.     (f) VERT ANG       
 BT1858
 BT1858.Superseded values are not recommended for survey control.
 BT1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1858.See file dsdata.txt to determine how the superseded data were derived.
 BT1858
 BT1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5801263707(NAD 83)
 BT1858_MARKER: DD = SURVEY DISK
 BT1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1858
 BT1858  HISTORY     - Date     Condition        Report By
 BT1858  HISTORY     - 1973     MONUMENTED       GADT
 BT1858
 BT1858                          STATION DESCRIPTION
 BT1858
 BT1858'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1858'THE STATION IS ABOUT 2.3 MILES SOUTH AND 2.6 MILES EAST OF NEWTON,
 BT1858'6.5 MILES SOUTH AND 7.6 MILES EAST OF BACONTON, 3.4 MILES NORTH
 BT1858'AND 5.3 MILES WEST OF CAMILLA.
 BT1858'
 BT1858'TO REACH THE STATION FROM THE INTERSECTION OF GA. 91 AND GA. 37
 BT1858'IN NEWTON PROCEED SOUTHEAST ON GA. 37 FOR 3.15 MILES TO THE
 BT1858'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1858'NORTHWEST OF GA. 37 FROM THE STATION FOR 0.252 MILE TO THE
 BT1858'AZIMUTH MARK ON THE RIGHT.
 BT1858'
 BT1858'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1858'OF TRANSPORTATION, STAMPED 101-205.  THE SURFACE DISK IS SET IN
 BT1858'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1858'WITH THE GROUND.  IT IS 42.0 FEET NORTHEAST OF THE CENTERLINE OF
 BT1858'THE PAVED ROAD, 10.0 FEET NORTHWEST OF A FENCE CORNER, 4.0 FEET
 BT1858'SOUTHWEST OF A FENCE, AND 2.4 FEET SOUTHEAST OF A WITNESS
 BT1858'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1858'CONCRETE 2.65 FEET BELOW THE SURFACE DISK.
 BT1858'
 BT1858'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1858'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1858'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1858'GROUND.  IT IS 4.0 FEET SOUTHWEST OF A FENCE, 56.0 FEET NORTHEAST
 BT1858'OF THE CENTERLINE OF THE PAVED ROAD, AND 8.5 FEET SOUTHEAST OF A
 BT1858'WITNESS POST.
 BT1858'
 BT1858'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1739 ***********************************************************************
 BT1739  DESIGNATION -  BV 101 206
 BT1739  PID         -  BT1739
 BT1739  STATE/COUNTY-  GA/MITCHELL
 BT1739  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1739
 BT1739                         *CURRENT SURVEY CONTROL
 BT1739  ___________________________________________________________________
 BT1739* NAD 83(1994)-  31 17 10.83935(N)    084 11 11.45104(W)     ADJUSTED  
 BT1739* NAVD 88     -        64.9    (meters)     213.     (feet)  VERTCON   
 BT1739  ___________________________________________________________________
 BT1739  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BT1739  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT1739
 BT1739  HORZ ORDER  -  SECOND
 BT1739
 BT1739.The horizontal coordinates were established by classical geodetic methods
 BT1739.and adjusted by the National Geodetic Survey in September 1997..
 BT1739
 BT1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1739
 BT1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1739
 BT1739.The geoid height was determined by GEOID03.
 BT1739
 BT1739;                    North         East     Units Scale Factor Converg.
 BT1739;SPC GA W     -   142,594.376   698,110.355   MT  0.99990004   -0 00 37.1
 BT1739;SPC GA W     -   467,828.38  2,290,383.72   sFT  0.99990004   -0 00 37.1
 BT1739;UTM  16      - 3,464,753.500   767,836.423   MT  1.00048492   +1 27 43.0
 BT1739
 BT1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1739!SPC GA W     -   0.99999411  x   0.99990004  =   0.99989415
 BT1739!UTM  16      -   0.99999411  x   1.00048492  =   1.00047903
 BT1739
 BT1739:                Primary Azimuth Mark                     Grid Az
 BT1739:SPC GA W     -  BV 101 207 GADT 1973                     196 25 48.3
 BT1739:UTM  16      -  BV 101 207 GADT 1973                     194 57 28.2
 BT1739
 BT1739|---------------------------------------------------------------------|
 BT1739| PID    Reference Object                     Distance      Geod. Az  |
 BT1739|                                                           dddmmss.s |
 BT1739| BT1741 BV 101 207 GADT 1973                APPROX. 1.4 KM 1962511.2 |
 BT1739|---------------------------------------------------------------------|
 BT1739
 BT1739                          SUPERSEDED SURVEY CONTROL
 BT1739
 BT1739  NAD 83(1986)-  31 17 10.84565(N)    084 11 11.45625(W) AD(       ) 2
 BT1739  NAD 27      -  31 17 10.19393(N)    084 11 11.79431(W) AD(       ) 2
 BT1739  NGVD 29 (07/19/86)   65.0    (m)          213.     (f) VERT ANG       
 BT1739
 BT1739.Superseded values are not recommended for survey control.
 BT1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1739.See file dsdata.txt to determine how the superseded data were derived.
 BT1739
 BT1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6783664754(NAD 83)
 BT1739_MARKER: DD = SURVEY DISK
 BT1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1739_STAMPING: 101 206
 BT1739_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1739+STABILITY: SURFACE MOTION
 BT1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1739+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1994
 BT1739
 BT1739  HISTORY     - Date     Condition        Report By
 BT1739  HISTORY     - 1973     MONUMENTED       GADT
 BT1739  HISTORY     - 19940217 GOOD             GADT
 BT1739
 BT1739                          STATION DESCRIPTION
 BT1739
 BT1739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1739'THE STATION IS ABOUT 1.8 MILES SOUTH AND 8.7 MILES EAST OF
 BT1739'NEWTON, 4.0 MILES NORTH AND 1.6 MILES EAST OF CAMILLA, 6.2 MILES
 BT1739'SOUTH AND 1.6 MILES EAST OF BACONTON.
 BT1739'
 BT1739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 BT1739'U.S. HIGHWAY 19 IN CAMILLA, GO NORTH ON U.S. HIGHWAY 19 FOR 3.85
 BT1739'MILES TO THE STATION ON THE LEFT.
 BT1739'
 BT1739'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1739'OF TRANSPORTATION, STAMPED 101-206.  THE SURFACE DISK IS SET IN
 BT1739'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1739'FLUSH WITH THE GROUND.  IT IS 521.5 FEET NORTH OF A CONCRETE PIPE,
 BT1739'25.0 FEET EAST OF A WITNESS POST AND 19.0 FEET WEST OF THE CENTER
 BT1739'OF U.S. HIGHWAY 19.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1739'MASS OF CONCRETE 2.15 FEET BELOW THE SURFACE OF THE GROUND.
 BT1739'
 BT1739'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 BT1739
 BT1739                          STATION RECOVERY (1994)
 BT1739
 BT1739'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 BT1739'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1741 ***********************************************************************
 BT1741  DESIGNATION -  BV 101 207 GADT 1973
 BT1741  PID         -  BT1741
 BT1741  STATE/COUNTY-  GA/MITCHELL
 BT1741  USGS QUAD   -  BACONTON SOUTH (1974)
 BT1741
 BT1741                         *CURRENT SURVEY CONTROL
 BT1741  ___________________________________________________________________
 BT1741* NAD 83(1994)-  31 16 27.54998(N)    084 11 26.30369(W)     ADJUSTED  
 BT1741* NAVD 88     -        63.7    (meters)     209.     (feet)  VERTCON   
 BT1741  ___________________________________________________________________
 BT1741  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BT1741  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BT1741
 BT1741  HORZ ORDER  -  SECOND
 BT1741
 BT1741.The horizontal coordinates were established by classical geodetic methods
 BT1741.and adjusted by the National Geodetic Survey in September 1997..
 BT1741
 BT1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1741
 BT1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1741
 BT1741.The geoid height was determined by GEOID03.
 BT1741
 BT1741;                    North         East     Units Scale Factor Converg.
 BT1741;SPC GA W     -   141,261.343   697,717.261   MT  0.99990006   -0 00 44.8
 BT1741;SPC GA W     -   463,454.92  2,289,094.05   sFT  0.99990006   -0 00 44.8
 BT1741;UTM  16      - 3,463,410.026   767,477.494   MT  1.00048255   +1 27 33.5
 BT1741
 BT1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1741!SPC GA W     -   0.99999430  x   0.99990006  =   0.99989436
 BT1741!UTM  16      -   0.99999430  x   1.00048255  =   1.00047685
 BT1741
 BT1741:                Primary Azimuth Mark                     Grid Az
 BT1741:SPC GA W     -  BV 101 201 GADT 1973                     200 20 43.2
 BT1741:UTM  16      -  BV 101 201 GADT 1973                     198 52 24.9
 BT1741
 BT1741|---------------------------------------------------------------------|
 BT1741| PID    Reference Object                     Distance      Geod. Az  |
 BT1741|                                                           dddmmss.s |
 BT1741| BT1740 BV 101 201 GADT 1973                APPROX. 1.0 KM 2001958.4 |
 BT1741|---------------------------------------------------------------------|
 BT1741
 BT1741                          SUPERSEDED SURVEY CONTROL
 BT1741
 BT1741  NAD 83(1986)-  31 16 27.55631(N)    084 11 26.30890(W) AD(       ) 2
 BT1741  NAD 27      -  31 16 26.90363(N)    084 11 26.64759(W) AD(       ) 2
 BT1741  NGVD 29 (07/19/86)   63.8    (m)          209.     (f) VERT ANG       
 BT1741
 BT1741.Superseded values are not recommended for survey control.
 BT1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1741.See file dsdata.txt to determine how the superseded data were derived.
 BT1741
 BT1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6747763410(NAD 83)
 BT1741_MARKER: DD = SURVEY DISK
 BT1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1741+STABILITY: SURFACE MOTION
 BT1741
 BT1741  HISTORY     - Date     Condition        Report By
 BT1741  HISTORY     - 1973     MONUMENTED       GADT
 BT1741
 BT1741                          STATION DESCRIPTION
 BT1741
 BT1741'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1741'THE STATION IS ABOUT 2.7 MILES SOUTH AND 8.7 MILES EAST OF
 BT1741'NEWTON, 6.9 MILES SOUTH AND 2.0 MILES WEST OF BACONTON, 3.2
 BT1741'MILES SOUTH AND 1.5 MILE WEST OF CAMILLA.
 BT1741'
 BT1741'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND
 BT1741'U.S. 19 IN CAMILLA PROCEED NORTH ON U.S. 19 FOR 3.0 MILES TO THE
 BT1741'STATION ON THE RIGHT.
 BT1741'
 BT1741'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1741'OF TRANSPORTATION, STAMPED 101-207.  THE SURFACE DISK IS SET IN
 BT1741'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1741'WITH THE GROUND.  IT IS 125.0 FEET EAST OF THE CENTERLINE OF THE
 BT1741'PAVED ROAD, 9.0 FEET WEST OF A FENCE, AND 2.0 FEET SOUTH OF A
 BT1741'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1741'OF CONCRETE 2.40 FEET BELOW THE SURFACE DISK.
 BT1741'
 BT1741'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1817 ***********************************************************************
 BT1817  DESIGNATION -  BV 101 208
 BT1817  PID         -  BT1817
 BT1817  STATE/COUNTY-  GA/MITCHELL
 BT1817  USGS QUAD   -  BRANCHVILLE (1971)
 BT1817
 BT1817                         *CURRENT SURVEY CONTROL
 BT1817  ___________________________________________________________________
 BT1817* NAD 83(1994)-  31 13 37.52122(N)    084 22 24.33301(W)     ADJUSTED  
 BT1817* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 BT1817  ___________________________________________________________________
 BT1817  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BT1817  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT1817
 BT1817  HORZ ORDER  -  SECOND
 BT1817
 BT1817.The horizontal coordinates were established by classical geodetic methods
 BT1817.and adjusted by the National Geodetic Survey in September 1997..
 BT1817
 BT1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1817
 BT1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1817
 BT1817.The geoid height was determined by GEOID03.
 BT1817
 BT1817;                    North         East     Units Scale Factor Converg.
 BT1817;SPC GA W     -   136,043.452   680,302.517   MT  0.99990478   -0 06 25.9
 BT1817;SPC GA W     -   446,335.89  2,231,959.17   sFT  0.99990478   -0 06 25.9
 BT1817;UTM  16      - 3,457,743.926   750,193.336   MT  1.00037217   +1 21 44.7
 BT1817
 BT1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1817!SPC GA W     -   0.99999607  x   0.99990478  =   0.99990085
 BT1817!UTM  16      -   0.99999607  x   1.00037217  =   1.00036824
 BT1817
 BT1817:                Primary Azimuth Mark                     Grid Az
 BT1817:SPC GA W     -  BV 101 208 AZ MK                         218 22 10.1
 BT1817:UTM  16      -  BV 101 208 AZ MK                         216 53 59.5
 BT1817
 BT1817|---------------------------------------------------------------------|
 BT1817| PID    Reference Object                     Distance      Geod. Az  |
 BT1817|                                                           dddmmss.s |
 BT1817| CY8521 BV 101 208 AZ MK                                   2181544.2 |
 BT1817| BT1816 BV 101 208 GADT 1973 PTA              6.312 METERS 25209     |
 BT1817|---------------------------------------------------------------------|
 BT1817
 BT1817                          SUPERSEDED SURVEY CONTROL
 BT1817
 BT1817  NAD 83(1986)-  31 13 37.52816(N)    084 22 24.33800(W) AD(       ) 2
 BT1817  NAD 27      -  31 13 36.87445(N)    084 22 24.66537(W) AD(       ) 2
 BT1817  NGVD 29 (07/19/86)   52.6    (m)          173.     (f) VERT ANG       
 BT1817
 BT1817.Superseded values are not recommended for survey control.
 BT1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1817.See file dsdata.txt to determine how the superseded data were derived.
 BT1817
 BT1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5019357744(NAD 83)
 BT1817_MARKER: DD = SURVEY DISK
 BT1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1817
 BT1817  HISTORY     - Date     Condition        Report By
 BT1817  HISTORY     - 1973     MONUMENTED       GADT
 BT1817
 BT1817                          STATION DESCRIPTION
 BT1817
 BT1817'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1817'THE STATION IS ABOUT 6.2 MILES SOUTH AND 2.5 MILES WEST OF
 BT1817'NEWTON, 1 MILE SOUTH AND 9.6 MILES WEST OF CAMILLA, 10.5 MILES
 BT1817'SOUTH AND 12.5 MILES WEST OF BACONTON.
 BT1817'
 BT1817'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND
 BT1817'37 IN NEWTON, GO SOUTHEAST ON HIGHWAY 37 FOR 2.25 MILES TO THE
 BT1817'JUNCTION WITH COUNTY ROAD 92378.  TURN RIGHT AND GO SOUTHWEST ON
 BT1817'ROAD 92378 FOR 6.1 MILES TO THE STATION ON THE RIGHT.
 BT1817'
 BT1817'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 BT1817'COUNTY ROAD 92378 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 BT1817'
 BT1817'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1817'OF TRANSPORTATION, STAMPED 101-208.  THE SURFACE DISK IS SET IN
 BT1817'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1817'FLUSH WITH THE GROUND.  IT IS 6.5 FEET SOUTHWEST OF A WITNESS
 BT1817'POST, 8.0 FEET SOUTHEAST OF A FENCE AND 36.4 FEET NORTHWEST OF
 BT1817'THE CENTER OF COUNTY ROAD 92378.  THE UNDERGROUND DISK IS SET IN
 BT1817'AN IRREGULAR MASS OF CONCRETE 1.65 FEET BELOW THE SURFACE OF
 BT1817'THE GROUND.
 BT1817'
 BT1817'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1817'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1817'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1817'GROUND.  IT IS 112.0 FEET NORTHEAST OF A CONCRETE PIPE, 10.0
 BT1817'FEET NORTHWEST OF A FENCE AND 31.0 FEET SOUTHEAST OF THE CENTER
 BT1817'OF COUNTY ROAD 92378.
 BT1817'
 BT1817'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1734 ***********************************************************************
 BT1734  DESIGNATION -  BV 101 209
 BT1734  PID         -  BT1734
 BT1734  STATE/COUNTY-  GA/MITCHELL
 BT1734  USGS QUAD   -  SALE CITY (1974)
 BT1734
 BT1734                         *CURRENT SURVEY CONTROL
 BT1734  ___________________________________________________________________
 BT1734* NAD 83(1994)-  31 17 53.40113(N)    084 04 33.69247(W)     ADJUSTED  
 BT1734* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 BT1734  ___________________________________________________________________
 BT1734  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BT1734  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BT1734
 BT1734  HORZ ORDER  -  SECOND
 BT1734
 BT1734.The horizontal coordinates were established by classical geodetic methods
 BT1734.and adjusted by the National Geodetic Survey in September 1997..
 BT1734
 BT1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1734
 BT1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1734
 BT1734.The geoid height was determined by GEOID03.
 BT1734
 BT1734;                    North         East     Units Scale Factor Converg.
 BT1734;SPC GA W     -   143,908.458   708,628.687   MT  0.99990092   +0 02 49.5
 BT1734;SPC GA W     -   472,139.67  2,324,892.62   sFT  0.99990092   +0 02 49.5
 BT1734;UTM  16      - 3,466,338.434   778,324.009   MT  1.00055559   +1 31 11.8
 BT1734;UTM  17      - 3,466,732.651   207,196.409   MT  1.00065762   -1 35 56.8
 BT1734
 BT1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1734!SPC GA W     -   0.99998668  x   0.99990092  =   0.99988760
 BT1734!UTM  16      -   0.99998668  x   1.00055559  =   1.00054226
 BT1734!UTM  17      -   0.99998668  x   1.00065762  =   1.00064429
 BT1734
 BT1734:                Primary Azimuth Mark                     Grid Az
 BT1734:SPC GA W     -  CAMILLA MUN TANK NO 2                    234 04 05.3
 BT1734:UTM  16      -  CAMILLA MUN TANK NO 2                    232 35 43.0
 BT1734:UTM  17      -  CAMILLA MUN TANK NO 2                    235 42 51.6
 BT1734
 BT1734|---------------------------------------------------------------------|
 BT1734| PID    Reference Object                     Distance      Geod. Az  |
 BT1734|                                                           dddmmss.s |
 BT1734| BT1811 CAMILLA MUN TANK NO 2               APPROX.15.0 KM 2340654.8 |
 BT1734| BT1812 CAMILLA MUN TANK NO 3               APPROX.14.1 KM 2400849.7 |
 BT1734| BT1813 CAMILLA MUN TANK NO 1               APPROX.15.7 KM 2425928.2 |
 BT1734| CY8522 BV 101 209 AZ MK                                   2712320.6 |
 BT1734|---------------------------------------------------------------------|
 BT1734
 BT1734                          SUPERSEDED SURVEY CONTROL
 BT1734
 BT1734  NAD 83(1986)-  31 17 53.40749(N)    084 04 33.69772(W) AD(       ) 2
 BT1734  NAD 27      -  31 17 52.75150(N)    084 04 34.04653(W) AD(       ) 2
 BT1734  NGVD 29 (07/19/86)  112.3    (m)          368.     (f) VERT ANG       
 BT1734
 BT1734.Superseded values are not recommended for survey control.
 BT1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1734.See file dsdata.txt to determine how the superseded data were derived.
 BT1734
 BT1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7832466338(NAD 83)
 BT1734_MARKER: DD = SURVEY DISK
 BT1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1734
 BT1734  HISTORY     - Date     Condition        Report By
 BT1734  HISTORY     - 1973     MONUMENTED       GADT
 BT1734
 BT1734                          STATION DESCRIPTION
 BT1734
 BT1734'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1734'THE STATION IS ABOUT 5.5 MILES SOUTH AND 4.6 MILES EAST OF
 BT1734'BACONTON, 4.7 MILES NORTH AND 8.0 MILES EAST OF CAMILLA, 0.9
 BT1734'MILE SOUTH AND 14.9 MILES EAST OF NEWTON.
 BT1734'
 BT1734'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 BT1734'GA. 112 IN CAMILLA PROCEED NORTHEAST ON GA. 112 FOR 6.80 MILES
 BT1734'TO PAVED COUNTY ROAD NO. 109, TURN RIGHT AND PROCEED EAST ON
 BT1734'PAVED COUNTY ROAD NO. 109 FOR 2.55 MILES TO THE STATION ON THE
 BT1734'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY
 BT1734'ROAD NO. 109 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1734'
 BT1734'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1734'OF TRANSPORTATION, STAMPED 101-209.  THE SURFACE DISK IS SET IN
 BT1734'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1734'WITH THE GROUND.  IT IS 39.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1734'PAVED ROAD, 3.4 FEET NORTH OF A FENCE, 5.2 FEET WEST OF A
 BT1734'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1734'OF CONCRETE 2.45 FEET BELOW THE SURFACE DISK.
 BT1734'
 BT1734'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1734'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1734'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1734'GROUND.  IT IS 112.0 FEET WEST OF A CONCRETE PIPE, 38.0 FEET
 BT1734'NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 9.0 FEET SOUTH OF
 BT1734'A FENCE.
 BT1734'
 BT1734'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1814 ***********************************************************************
 BT1814  DESIGNATION -  BV 101 210
 BT1814  PID         -  BT1814
 BT1814  STATE/COUNTY-  GA/MITCHELL
 BT1814  USGS QUAD   -  CAMILLA (1988)
 BT1814
 BT1814                         *CURRENT SURVEY CONTROL
 BT1814  ___________________________________________________________________
 BT1814* NAD 83(1994)-  31 13 51.70529(N)    084 12 53.79878(W)     ADJUSTED  
 BT1814* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 BT1814  ___________________________________________________________________
 BT1814  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BT1814  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1814
 BT1814  HORZ ORDER  -  SECOND
 BT1814
 BT1814.The horizontal coordinates were established by classical geodetic methods
 BT1814.and adjusted by the National Geodetic Survey in September 1997..
 BT1814
 BT1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1814
 BT1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1814
 BT1814.The geoid height was determined by GEOID03.
 BT1814
 BT1814;                    North         East     Units Scale Factor Converg.
 BT1814;SPC GA W     -   136,462.831   695,400.912   MT  0.99990026   -0 01 30.1
 BT1814;SPC GA W     -   447,711.80  2,281,494.49   sFT  0.99990026   -0 01 30.1
 BT1814;UTM  16      - 3,458,550.845   765,283.814   MT  1.00046814   +1 26 41.5
 BT1814
 BT1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1814!SPC GA W     -   0.99999638  x   0.99990026  =   0.99989664
 BT1814!UTM  16      -   0.99999638  x   1.00046814  =   1.00046452
 BT1814
 BT1814|---------------------------------------------------------------------|
 BT1814| PID    Reference Object                     Distance      Geod. Az  |
 BT1814|                                                           dddmmss.s |
 BT1814| BT1815 BV 101 210 GADT 1973 PTA              7.302 METERS 04317     |
 BT1814| CY8523 BV 101 210 AZ MK                                   3060455.5 |
 BT1814|---------------------------------------------------------------------|
 BT1814
 BT1814                          SUPERSEDED SURVEY CONTROL
 BT1814
 BT1814  NAD 83(1986)-  31 13 51.71160(N)    084 12 53.80402(W) AD(       ) 2
 BT1814  NAD 27      -  31 13 51.05570(N)    084 12 54.14351(W) AD(       ) 2
 BT1814  NGVD 29 (07/19/86)   50.6    (m)          166.     (f) VERT ANG       
 BT1814
 BT1814.Superseded values are not recommended for survey control.
 BT1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1814.See file dsdata.txt to determine how the superseded data were derived.
 BT1814
 BT1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6528458551(NAD 83)
 BT1814_MARKER: DD = SURVEY DISK
 BT1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1814
 BT1814  HISTORY     - Date     Condition        Report By
 BT1814  HISTORY     - 1973     MONUMENTED       GADT
 BT1814
 BT1814                          STATION DESCRIPTION
 BT1814
 BT1814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1814'THE STATION IS ABOUT 0.1 MILE SOUTH AND 0.4 MILE WEST OF
 BT1814'CAMILLA, 6.1 MILES SOUTH AND 7.1 MILES EAST OF NEWTON, 10.1
 BT1814'MILES SOUTH AND 3.0 MILES WEST OF BACONTON.
 BT1814'
 BT1814'TO REACH THE STATION FROM THE INTERSECTION OF GA. 112 AND
 BT1814'GA. 37 IN CAMILLA PROCEED WEST ON GA. 37 FOR 0.25 MILE TO THE
 BT1814'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON
 BT1814'GA. 37 FROM THE STATION FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 BT1814'RIGHT.
 BT1814'
 BT1814'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1814'OF TRANSPORTATION, STAMPED 101-210.  THE SURFACE DISK IS SET IN
 BT1814'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1814'WITH THE GROUND.  IT IS 3.0 FEET NORTH OF A WITNESS POST, 51.0
 BT1814'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 18.5 FEET
 BT1814'SOUTHWEST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 BT1814'IRREGULAR MASS OF CONCRETE 2.03 FEET BELOW THE SURFACE DISK.
 BT1814'
 BT1814'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1814'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1814'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1814'GROUND.  IT IS 33.7 FEET NORTH OF THE CENTERLINE OF THE PAVED
 BT1814'ROAD, 9.2 FEET SOUTHWEST OF A POWER POLE, AND 181.0 FEET
 BT1814'NORTHEAST OF A CONCRETE PIPE.
 BT1814'
 BT1814'HEIGHT OF LIGHT ABOVE STATION MARK .50 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1841 ***********************************************************************
 BT1841  DESIGNATION -  BV 101 211
 BT1841  PID         -  BT1841
 BT1841  STATE/COUNTY-  GA/MITCHELL
 BT1841  USGS QUAD   -  HOPEFUL (1983)
 BT1841
 BT1841                         *CURRENT SURVEY CONTROL
 BT1841  ___________________________________________________________________
 BT1841* NAD 83(1994)-  31 12 36.65395(N)    084 23 40.34821(W)     ADJUSTED  
 BT1841* NAVD 88     -        50.6    (meters)     166.     (feet)  VERTCON   
 BT1841  ___________________________________________________________________
 BT1841  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BT1841  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BT1841
 BT1841  HORZ ORDER  -  SECOND
 BT1841
 BT1841.The horizontal coordinates were established by classical geodetic methods
 BT1841.and adjusted by the National Geodetic Survey in September 1997..
 BT1841
 BT1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1841
 BT1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1841
 BT1841.The geoid height was determined by GEOID03.
 BT1841
 BT1841;                    North         East     Units Scale Factor Converg.
 BT1841;SPC GA W     -   134,172.991   678,287.038   MT  0.99990581   -0 07 05.1
 BT1841;SPC GA W     -   440,199.22  2,225,346.72   sFT  0.99990581   -0 07 05.1
 BT1841;UTM  16      - 3,455,821.517   748,225.571   MT  1.00036008   +1 21 02.8
 BT1841
 BT1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1841!SPC GA W     -   0.99999637  x   0.99990581  =   0.99990218
 BT1841!UTM  16      -   0.99999637  x   1.00036008  =   1.00035645
 BT1841
 BT1841|---------------------------------------------------------------------|
 BT1841| PID    Reference Object                     Distance      Geod. Az  |
 BT1841|                                                           dddmmss.s |
 BT1841| BT1845 BV 101 211 GADT 1973 PTA             12.384 METERS 12507     |
 BT1841| CY8524 BV 101 211 AZ MK                                   1292753.7 |
 BT1841|---------------------------------------------------------------------|
 BT1841
 BT1841                          SUPERSEDED SURVEY CONTROL
 BT1841
 BT1841  NAD 83(1986)-  31 12 36.66098(N)    084 23 40.35330(W) AD(       ) 2
 BT1841  NAD 27      -  31 12 36.00579(N)    084 23 40.67884(W) AD(       ) 2
 BT1841  NGVD 29 (07/19/86)   50.7    (m)          166.     (f) VERT ANG       
 BT1841
 BT1841.Superseded values are not recommended for survey control.
 BT1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1841.See file dsdata.txt to determine how the superseded data were derived.
 BT1841
 BT1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4822655822(NAD 83)
 BT1841_MARKER: DD = SURVEY DISK
 BT1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1841
 BT1841  HISTORY     - Date     Condition        Report By
 BT1841  HISTORY     - 1973     MONUMENTED       GADT
 BT1841
 BT1841                          STATION DESCRIPTION
 BT1841
 BT1841'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1841'THE STATION IS ABOUT 1.6 MILES SOUTH AND 10.5 MILES WEST OF
 BT1841'CAMILLA, 6.2 MILES SOUTH AND 2.5 MILES WEST OF NEWTON, 11.4
 BT1841'MILES SOUTH AND 13.2 MILES WEST OF BACONTON.
 BT1841'
 BT1841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 91 AND
 BT1841'37 IN NEWTON, GO SOUTHEAST ON HIGHWAY 37 FOR 2.95 MILES TO THE
 BT1841'JUNCTION WITH COUNTY ROAD 92278.  TURN RIGHT AND GO SOUTHWEST ON
 BT1841'ROAD 92278 FOR 7.55 MILES TO A DIRT DRIVEWAY ON THE RIGHT.  TURN
 BT1841'RIGHT AND GO NORTHWEST ON THE DRIVEWAY FOR 0.2 MILE TO THE
 BT1841'STATION ON THE LEFT.
 BT1841'
 BT1841'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY
 BT1841'ROAD 92278 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1841'
 BT1841'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1841'OF TRANSPORTATION, STAMPED 101-211.  THE SURFACE DISK IS SET IN
 BT1841'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1841'FLUSH WITH THE GROUND.  IT IS 27.3 FEET NORTHWEST OF A GRAIN
 BT1841'BIN, 37.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED AND
 BT1841'2.1 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 BT1841'AN IRREGULAR MASS OF CONCRETE 1.6 FEET BELOW THE SURFACE OF THE
 BT1841'GROUND.
 BT1841'
 BT1841'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1841'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1841'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1841'GROUND.  IT IS 60.0 FEET SOUTHWEST OF THE CENTER OF A ROAD AT
 BT1841'THE TANGENT OF A CURVE, 39.0 FEET WEST OF THE CENTER OF COUNTY
 BT1841'ROAD 92278.
 BT1841'
 BT1841'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1824 ***********************************************************************
 BT1824  DESIGNATION -  BV 101 212
 BT1824  PID         -  BT1824
 BT1824  STATE/COUNTY-  GA/MITCHELL
 BT1824  USGS QUAD   -  BRANCHVILLE (1971)
 BT1824
 BT1824                         *CURRENT SURVEY CONTROL
 BT1824  ___________________________________________________________________
 BT1824* NAD 83(1994)-  31 12 57.44667(N)    084 16 31.95234(W)     ADJUSTED  
 BT1824* NAVD 88     -        52.0    (meters)     171.     (feet)  VERTCON   
 BT1824  ___________________________________________________________________
 BT1824  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BT1824  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT1824
 BT1824  HORZ ORDER  -  SECOND
 BT1824
 BT1824.The horizontal coordinates were established by classical geodetic methods
 BT1824.and adjusted by the National Geodetic Survey in September 1997..
 BT1824
 BT1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1824
 BT1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1824
 BT1824.The geoid height was determined by GEOID03.
 BT1824
 BT1824;                    North         East     Units Scale Factor Converg.
 BT1824;SPC GA W     -   134,796.037   689,626.453   MT  0.99990133   -0 03 23.1
 BT1824;SPC GA W     -   442,243.33  2,262,549.45   sFT  0.99990133   -0 03 23.1
 BT1824;UTM  16      - 3,456,735.513   759,550.856   MT  1.00043102   +1 24 46.0
 BT1824
 BT1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1824!SPC GA W     -   0.99999615  x   0.99990133  =   0.99989748
 BT1824!UTM  16      -   0.99999615  x   1.00043102  =   1.00042717
 BT1824
 BT1824:                Primary Azimuth Mark                     Grid Az
 BT1824:SPC GA W     -  BV 101 212 AZ MK                         265 55 32.0
 BT1824:UTM  16      -  BV 101 212 AZ MK                         264 27 22.9
 BT1824
 BT1824|---------------------------------------------------------------------|
 BT1824| PID    Reference Object                     Distance      Geod. Az  |
 BT1824|                                                           dddmmss.s |
 BT1824| CY8525 BV 101 212 AZ MK                                   2655208.9 |
 BT1824| BT1823 BV 101 212 GADT 1973 PTA              9.316 METERS 29324     |
 BT1824|---------------------------------------------------------------------|
 BT1824
 BT1824                          SUPERSEDED SURVEY CONTROL
 BT1824
 BT1824  NAD 83(1986)-  31 12 57.45333(N)    084 16 31.95738(W) AD(       ) 2
 BT1824  NAD 27      -  31 12 56.79710(N)    084 16 32.29446(W) AD(       ) 2
 BT1824  NGVD 29 (07/19/86)   52.1    (m)          171.     (f) VERT ANG       
 BT1824
 BT1824.Superseded values are not recommended for survey control.
 BT1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1824.See file dsdata.txt to determine how the superseded data were derived.
 BT1824
 BT1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5955156736(NAD 83)
 BT1824_MARKER: DD = SURVEY DISK
 BT1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1824
 BT1824  HISTORY     - Date     Condition        Report By
 BT1824  HISTORY     - 1973     MONUMENTED       GADT
 BT1824
 BT1824                          STATION DESCRIPTION
 BT1824
 BT1824'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1824'THE STATION IS ABOUT 6.2 MILES NORTH AND 6.6 MILES WEST OF
 BT1824'PELHAM, 3.6 MILES NORTH AND 11.5 MILES WEST OF COTTON, 23.5
 BT1824'MILES SOUTH AND 3.7 MILES EAST OF CAIRO.
 BT1824'
 BT1824'TO REACH THE STATION FROM THE INTERSECTION OF GA. 112 AND
 BT1824'GA. 97 IN CAMILLA PROCEED WEST ON GA. 97 FOR 3.70 MILES TO THE
 BT1824'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED ON
 BT1824'GA. 97 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 BT1824'RIGHT.
 BT1824'
 BT1824'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1824'OF TRANSPORTATION, STAMPED 101-212.  THE SURFACE DISK IS SET IN
 BT1824'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1824'WITH THE GROUND.  IT IS 4.0 FEET NORTH OF A WITNESS POST, 4.0
 BT1824'FEET NORTHWEST OF A POWER POLE, 86.0 FEET NORTHWEST OF A
 BT1824'NORTHWEST CORNER OF A FRAME SHED, 76.0 FEET NORTHEAST OF A
 BT1824'NORTHEAST CORNER OF A FRAME SHED.  THE UNDERGROUND DISK IS SET
 BT1824'IN AN IRREGULAR MASS OF CONCRETE 1.65 FEET BELOW THE SURFACE
 BT1824'DISK.
 BT1824'
 BT1824'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1824'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1824'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1824'GROUND.  IT IS 3.0 FEET SOUTH OF A FENCE, 46.0 FEET NORTH OF
 BT1824'PAVED ROAD, AND 4.0 FEET SOUTHEAST OF A POWER POLE.
 BT1824'
 BT1824'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1825 ***********************************************************************
 BT1825  DESIGNATION -  BV 101 213
 BT1825  PID         -  BT1825
 BT1825  STATE/COUNTY-  GA/MITCHELL
 BT1825  USGS QUAD   -  BRANCHVILLE (1971)
 BT1825
 BT1825                         *CURRENT SURVEY CONTROL
 BT1825  ___________________________________________________________________
 BT1825* NAD 83(1994)-  31 11 29.48188(N)    084 21 40.85484(W)     ADJUSTED  
 BT1825* NAVD 88     -        49.0    (meters)     161.     (feet)  VERTCON   
 BT1825  ___________________________________________________________________
 BT1825  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BT1825  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BT1825
 BT1825  HORZ ORDER  -  SECOND
 BT1825
 BT1825.The horizontal coordinates were established by classical geodetic methods
 BT1825.and adjusted by the National Geodetic Survey in September 1997..
 BT1825
 BT1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1825
 BT1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1825
 BT1825.The geoid height was determined by GEOID03.
 BT1825
 BT1825;                    North         East     Units Scale Factor Converg.
 BT1825;SPC GA W     -   132,098.381   681,446.151   MT  0.99990424   -0 06 03.0
 BT1825;SPC GA W     -   433,392.77  2,235,711.25   sFT  0.99990424   -0 06 03.0
 BT1825;UTM  16      - 3,453,827.621   751,438.307   MT  1.00037988   +1 22 02.2
 BT1825
 BT1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1825!SPC GA W     -   0.99999662  x   0.99990424  =   0.99990087
 BT1825!UTM  16      -   0.99999662  x   1.00037988  =   1.00037650
 BT1825
 BT1825:                Primary Azimuth Mark                     Grid Az
 BT1825:SPC GA W     -  BV 101 213 AZ MK                         070 54 11.5
 BT1825:UTM  16      -  BV 101 213 AZ MK                         069 26 06.3
 BT1825
 BT1825|---------------------------------------------------------------------|
 BT1825| PID    Reference Object                     Distance      Geod. Az  |
 BT1825|                                                           dddmmss.s |
 BT1825| CY8526 BV 101 213 AZ MK                                   0704808.5 |
 BT1825| BT1822 BV 101 213 GADT 1973 PTA             13.289 METERS 10755     |
 BT1825|---------------------------------------------------------------------|
 BT1825
 BT1825                          SUPERSEDED SURVEY CONTROL
 BT1825
 BT1825  NAD 83(1986)-  31 11 29.48881(N)    084 21 40.85993(W) AD(       ) 2
 BT1825  NAD 27      -  31 11 28.83302(N)    084 21 41.18963(W) AD(       ) 2
 BT1825  NGVD 29 (07/19/86)   49.1    (m)          161.     (f) VERT ANG       
 BT1825
 BT1825.Superseded values are not recommended for survey control.
 BT1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1825.See file dsdata.txt to determine how the superseded data were derived.
 BT1825
 BT1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5143853828(NAD 83)
 BT1825_MARKER: DD = SURVEY DISK
 BT1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1825
 BT1825  HISTORY     - Date     Condition        Report By
 BT1825  HISTORY     - 1973     MONUMENTED       GADT
 BT1825
 BT1825                          STATION DESCRIPTION
 BT1825
 BT1825'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1825'THE STATION IS ABOUT 21.3 MILES NORTH AND 1.6 MILES WEST OF
 BT1825'WHIGHAM, 21.7 MILES NORTH AND 3.9 MILES EAST OF CLIMAX, 21.8
 BT1825'MILES NORTH AND 8.5 MILES WEST OF CAIRO.
 BT1825'
 BT1825'TO REACH THE STATION FROM THE INTERSECTION OF GA. 97 AND
 BT1825'GA. 112 IN CAMILLA, PROCEED WEST ON GA. 97 FOR 9.20 MILES TO THE
 BT1825'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST ON
 BT1825'GA. 97 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 BT1825'LEFT.
 BT1825'
 BT1825'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1825'OF TRANSPORTATION, STAMPED 101-213.  THE SURFACE DISK IS SET IN
 BT1825'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1825'WITH THE GROUND.  IT IS 5.0 FEET EAST OF A WITNESS POST, 9.0
 BT1825'FEET SOUTHWEST OF A POWER POLE, 43.0 FEET NORTHWEST OF THE PAVED
 BT1825'ROAD, AND 5.5 FEET SOUTHEAST OF A FENCE.  THE UNDERGROUND DISK
 BT1825'IS SET IN AN IRREGULAR MASS OF CONCRETE 1.64 FEET BELOW THE
 BT1825'SURFACE DISK.
 BT1825'
 BT1825'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1825'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1825'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1825'GROUND.  IT IS 4.0 FEET SOUTH OF A POWER POLE, 46.0 FEET
 BT1825'NORTHWEST OF A PAVED ROAD, 135.0 FEET NORTHWEST OF CROSS-DRAINS.
 BT1825'
 BT1825'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1818 ***********************************************************************
 BT1818  DESIGNATION -  BV 101 214
 BT1818  PID         -  BT1818
 BT1818  STATE/COUNTY-  GA/MITCHELL
 BT1818  USGS QUAD   -  BRANCHVILLE (1971)
 BT1818
 BT1818                         *CURRENT SURVEY CONTROL
 BT1818  ___________________________________________________________________
 BT1818* NAD 83(1994)-  31 13 30.37742(N)    084 17 48.99823(W)     ADJUSTED  
 BT1818* NAVD 88     -        46.9    (meters)     154.     (feet)  VERTCON   
 BT1818  ___________________________________________________________________
 BT1818  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BT1818  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT1818
 BT1818  HORZ ORDER  -  SECOND
 BT1818
 BT1818.The horizontal coordinates were established by classical geodetic methods
 BT1818.and adjusted by the National Geodetic Survey in September 1997..
 BT1818
 BT1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1818
 BT1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1818
 BT1818.The geoid height was determined by GEOID03.
 BT1818
 BT1818;                    North         East     Units Scale Factor Converg.
 BT1818;SPC GA W     -   135,812.348   687,588.523   MT  0.99990190   -0 04 03.1
 BT1818;SPC GA W     -   445,577.68  2,255,863.35   sFT  0.99990190   -0 04 03.1
 BT1818;UTM  16      - 3,457,699.735   757,486.456   MT  1.00041785   +1 24 07.3
 BT1818
 BT1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1818!SPC GA W     -   0.99999695  x   0.99990190  =   0.99989885
 BT1818!UTM  16      -   0.99999695  x   1.00041785  =   1.00041480
 BT1818
 BT1818|---------------------------------------------------------------------|
 BT1818| PID    Reference Object                     Distance      Geod. Az  |
 BT1818|                                                           dddmmss.s |
 BT1818| BT1819 BV 101 214 GADT 1973 PTA             13.814 METERS 15803     |
 BT1818| CY8527 BV 101 214 AZ MK                                   1823138.3 |
 BT1818|---------------------------------------------------------------------|
 BT1818
 BT1818                          SUPERSEDED SURVEY CONTROL
 BT1818
 BT1818  NAD 83(1986)-  31 13 30.38420(N)    084 17 49.00326(W) AD(       ) 2
 BT1818  NAD 27      -  31 13 29.72958(N)    084 17 49.33773(W) AD(       ) 2
 BT1818  NGVD 29 (07/19/86)   47.0    (m)          154.     (f) VERT ANG       
 BT1818
 BT1818.Superseded values are not recommended for survey control.
 BT1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1818.See file dsdata.txt to determine how the superseded data were derived.
 BT1818
 BT1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5748657700(NAD 83)
 BT1818_MARKER: DD = SURVEY DISK
 BT1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1818
 BT1818  HISTORY     - Date     Condition        Report By
 BT1818  HISTORY     - 1973     MONUMENTED       GADT
 BT1818
 BT1818                          STATION DESCRIPTION
 BT1818
 BT1818'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1818'THE STATION IS ABOUT 0.5 MILE SOUTH AND 4.9 MILES WEST OF
 BT1818'CAMILLA, 6.1 MILES SOUTH AND 2.3 MILES EAST OF NEWTON, 10.5
 BT1818'MILES SOUTH AND 7.8 MILES WEST OF BACONTON.
 BT1818'
 BT1818'TO REACH THE STATION FROM THE INTERSECTION OF GA. 112 AND GA.
 BT1818'97 IN CAMILLA PROCEED WEST ON GA. 97 FOR 4.2 MILES TO DIRT
 BT1818'COUNTY ROAD NO. 1, TURN RIGHT AND PROCEED WEST ON DIRT COUNTY
 BT1818'ROAD NO. 1 FOR 0.8 MILE TO DIRT COUNTY ROAD NO. 24, TURN RIGHT
 BT1818'AND PROCEED NORTH ON DIRT COUNTY ROAD NO. 24 FOR 0.75 MILE TO
 BT1818'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1818'SOUTH ON DIRT COUNTY ROAD NO. 24 FROM THE STATION FOR 0.2 MILE
 BT1818'TO THE AZIMUTH MARK ON THE RIGHT.
 BT1818'
 BT1818'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1818'DEPARTMENT OF TRANSPORTATION, STAMPED 101-214.  THE SURFACE
 BT1818'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1818'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 4.5 FEET
 BT1818'NORTHWEST OF A WITNESS POST, 3.5 FEET SOUTHWEST OF A POWER
 BT1818'POLE, 27.0 FEET EAST OF CENTERLINE OF THE DIRT ROAD, AND 105.0
 BT1818'FEET SOUTHEAST OF SOUTHEAST CORNER OF A BARN.  THE UNDERGROUND
 BT1818'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.50 FEET BELOW
 BT1818'THE SURFACE DISK.
 BT1818'
 BT1818'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1818'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1818'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1818'GROUND.  IT IS 5.5 FEET EAST OF A FENCE, 29.0 FEET WEST OF THE
 BT1818'CENTERLINE OF DIRT ROAD, AND 56.5 FEET WEST OF A FENCE.
 BT1818'
 BT1818'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1833 ***********************************************************************
 BT1833  DESIGNATION -  BV 101 215
 BT1833  PID         -  BT1833
 BT1833  STATE/COUNTY-  GA/MITCHELL
 BT1833  USGS QUAD   -  VADA (1983)
 BT1833
 BT1833                         *CURRENT SURVEY CONTROL
 BT1833  ___________________________________________________________________
 BT1833* NAD 83(1994)-  31 07 03.39303(N)    084 24 49.32454(W)     ADJUSTED  
 BT1833* NAVD 88     -        43.3    (meters)     142.     (feet)  VERTCON   
 BT1833  ___________________________________________________________________
 BT1833  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BT1833  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BT1833
 BT1833  HORZ ORDER  -  SECOND
 BT1833
 BT1833.The horizontal coordinates were established by classical geodetic methods
 BT1833.and adjusted by the National Geodetic Survey in September 1997..
 BT1833
 BT1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1833
 BT1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1833
 BT1833.The geoid height was determined by GEOID03.
 BT1833
 BT1833;                    North         East     Units Scale Factor Converg.
 BT1833;SPC GA W     -   123,914.171   676,438.470   MT  0.99990685   -0 07 39.6
 BT1833;SPC GA W     -   406,541.74  2,219,281.88   sFT  0.99990685   -0 07 39.6
 BT1833;UTM  16      - 3,445,514.111   746,639.518   MT  1.00035041   +1 20 14.2
 BT1833
 BT1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1833!SPC GA W     -   0.99999753  x   0.99990685  =   0.99990438
 BT1833!UTM  16      -   0.99999753  x   1.00035041  =   1.00034794
 BT1833
 BT1833|---------------------------------------------------------------------|
 BT1833| PID    Reference Object                     Distance      Geod. Az  |
 BT1833|                                                           dddmmss.s |
 BT1833| BT1835 BV 101 215 GADT 1973 PTA              7.850 METERS 15201     |
 BT1833| CY8528 BV 101 215 AZ MK                                   1805631.3 |
 BT1833|---------------------------------------------------------------------|
 BT1833
 BT1833                          SUPERSEDED SURVEY CONTROL
 BT1833
 BT1833  NAD 83(1986)-  31 07 03.40023(N)    084 24 49.32972(W) AD(       ) 2
 BT1833  NAD 27      -  31 07 02.73656(N)    084 24 49.65561(W) AD(       ) 2
 BT1833  NGVD 29 (07/19/86)   43.4    (m)          142.     (f) VERT ANG       
 BT1833
 BT1833.Superseded values are not recommended for survey control.
 BT1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1833.See file dsdata.txt to determine how the superseded data were derived.
 BT1833
 BT1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4664045514(NAD 83)
 BT1833_MARKER: DD = SURVEY DISK
 BT1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1833
 BT1833  HISTORY     - Date     Condition        Report By
 BT1833  HISTORY     - 1973     MONUMENTED       GADT
 BT1833
 BT1833                          STATION DESCRIPTION
 BT1833
 BT1833'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1833'THE STATION IS ABOUT 16.6 MILES NORTH AND 0.8 MILE EAST OF
 BT1833'CLIMAX, 16.0 MILES NORTH AND 5.2 MILES WEST OF WHIGHAM, 16.8
 BT1833'MILES NORTH AND 12.0 MILES WEST OF CAIRO.
 BT1833'
 BT1833'TO REACH THE STATION FROM THE INTERSECTION OF GA 65 AND GA 97
 BT1833'IN HOPEFUL PROCEED SOUTH ON GA 97 FOR 3.75 MILES TO THE STATION
 BT1833'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA
 BT1833'97 FROM THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1833'
 BT1833'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1833'DEPARTMENT OF TRANSPORTATION, STAMPED 101-215.  THE SURFACE
 BT1833'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1833'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 4.0 FEET EAST
 BT1833'OF THE WITNESS POST, 53.0 FEET WEST OF THE PAVED ROAD, 137.0
 BT1833'FEET SOUTHEAST OF THE 30-INCH PINE AND 8.0 FEET EAST OF THE
 BT1833'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1833'CONCRETE 1.70 FEET BELOW THE SURFACE DISK.
 BT1833'
 BT1833'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1833'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1833'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1833'GROUND.  IT IS 42.0 FEET WEST OF THE PAVED ROAD, 130.0 FEET
 BT1833'NORTH OF THE DIRT ROAD AND 9.0 FEET EAST OF THE FENCE.
 BT1833'
 BT1833'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1847 ***********************************************************************
 BT1847  DESIGNATION -  BV 101 216
 BT1847  PID         -  BT1847
 BT1847  STATE/COUNTY-  GA/MITCHELL
 BT1847  USGS QUAD   -  HOPEFUL (1983)
 BT1847
 BT1847                         *CURRENT SURVEY CONTROL
 BT1847  ___________________________________________________________________
 BT1847* NAD 83(1994)-  31 10 07.78887(N)    084 23 29.61425(W)     ADJUSTED  
 BT1847* NAVD 88     -        43.6    (meters)     143.     (feet)  VERTCON   
 BT1847  ___________________________________________________________________
 BT1847  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BT1847  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BT1847
 BT1847  HORZ ORDER  -  SECOND
 BT1847
 BT1847.The horizontal coordinates were established by classical geodetic methods
 BT1847.and adjusted by the National Geodetic Survey in September 1997..
 BT1847
 BT1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1847
 BT1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1847
 BT1847.The geoid height was determined by GEOID03.
 BT1847
 BT1847;                    North         East     Units Scale Factor Converg.
 BT1847;SPC GA W     -   129,588.107   678,561.826   MT  0.99990567   -0 06 59.0
 BT1847;SPC GA W     -   425,156.98  2,226,248.26   sFT  0.99990567   -0 06 59.0
 BT1847;UTM  16      - 3,451,243.093   748,617.906   MT  1.00036249   +1 21 02.6
 BT1847
 BT1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1847!SPC GA W     -   0.99999748  x   0.99990567  =   0.99990315
 BT1847!UTM  16      -   0.99999748  x   1.00036249  =   1.00035997
 BT1847
 BT1847:                Primary Azimuth Mark                     Grid Az
 BT1847:SPC GA W     -  HOPEFUL LOT                              201 24 17.1
 BT1847:UTM  16      -  HOPEFUL LOT                              199 56 15.5
 BT1847
 BT1847|---------------------------------------------------------------------|
 BT1847| PID    Reference Object                     Distance      Geod. Az  |
 BT1847|                                                           dddmmss.s |
 BT1847| BT1842 HOPEFUL LOT                         APPROX. 2.5 KM 2011718.1 |
 BT1847| BT1846 BV 101 216 GADT 1973 PTA              7.551 METERS 33725     |
 BT1847|---------------------------------------------------------------------|
 BT1847
 BT1847                          SUPERSEDED SURVEY CONTROL
 BT1847
 BT1847  NAD 83(1986)-  31 10 07.79598(N)    084 23 29.61921(W) AD(       ) 2
 BT1847  NAD 27      -  31 10 07.13765(N)    084 23 29.94718(W) AD(       ) 2
 BT1847  NGVD 29 (07/19/86)   43.7    (m)          143.     (f) VERT ANG       
 BT1847
 BT1847.Superseded values are not recommended for survey control.
 BT1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1847.See file dsdata.txt to determine how the superseded data were derived.
 BT1847
 BT1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4861851243(NAD 83)
 BT1847_MARKER: DD = SURVEY DISK
 BT1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1847
 BT1847  HISTORY     - Date     Condition        Report By
 BT1847  HISTORY     - 1973     MONUMENTED       NGS
 BT1847
 BT1847                          STATION DESCRIPTION
 BT1847
 BT1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RS)
 BT1847'THE STATION IS ABOUT 19.2 MILES SOUTH AND 2.5 MILES EAST OF
 BT1847'CLIMAX, 19.8 MILES NORTH AND 3.6 MILES WEST OF WHIGHAM, 20.3
 BT1847'MILES NORTH AND 10.5 MILES WEST OF CAIRO.
 BT1847'
 BT1847'TO REACH THE STATION FROM THE INTERSECTION OF GA. 97 AND GA.
 BT1847'65 IN HOPEFUL.  THE STATION IS IN THE NORTH RIGHT HAND CORNER
 BT1847'OF THE INTERSECTION.  TO REACH THE AZIMUTH MARK PROCEED NORTH
 BT1847'ON GA. 97 FROM THE STATION FOR 0.15 MILE TO THE AZIMUTH MARK ON
 BT1847'THE RIGHT.
 BT1847'
 BT1847'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1847'TRANSPORTATION, STAMPED 101-216.  THE SURFACE DISK IS SET IN
 BT1847'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1847'FLUSH WITH THE GROUND.  IT IS 3.0 FEET SOUTH OF A WITNESS POST,
 BT1847'18.0 FEET NORTH OF A PAVED ROAD, AND 35.5 FEET EAST OF A PAVED
 BT1847'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1847'CONCRETE 2.12 FEET BELOW THE SURFACE DISK.
 BT1847'
 BT1847'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1847'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1847'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1847'GROUND.  IT IS 7.0 FEET WEST OF A FENCE CORNER, 43.0 FEET EAST
 BT1847'OF PAVED ROAD, 93.0 FEET EAST OF A FENCE, AND 220.0 FEET
 BT1847'SOUTHEAST OF HEADWALL OF CROSS-DRAIN.
 BT1847'
 BT1847'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1826 ***********************************************************************
 BT1826  DESIGNATION -  BV 101 217
 BT1826  PID         -  BT1826
 BT1826  STATE/COUNTY-  GA/MITCHELL
 BT1826  USGS QUAD   -  GEE POND (1983)
 BT1826
 BT1826                         *CURRENT SURVEY CONTROL
 BT1826  ___________________________________________________________________
 BT1826* NAD 83(1994)-  31 04 44.49839(N)    084 19 57.97516(W)     ADJUSTED  
 BT1826* NAVD 88     -        44.3    (meters)     145.     (feet)  VERTCON   
 BT1826  ___________________________________________________________________
 BT1826  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BT1826  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BT1826
 BT1826  HORZ ORDER  -  SECOND
 BT1826
 BT1826.The horizontal coordinates were established by classical geodetic methods
 BT1826.and adjusted by the National Geodetic Survey in September 1997..
 BT1826
 BT1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1826
 BT1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1826
 BT1826.The geoid height was determined by GEOID03.
 BT1826
 BT1826;                    North         East     Units Scale Factor Converg.
 BT1826;SPC GA W     -   119,622.594   684,151.012   MT  0.99990310   -0 05 08.7
 BT1826;SPC GA W     -   392,461.79  2,244,585.45   sFT  0.99990310   -0 05 08.7
 BT1826;UTM  16      - 3,441,419.080   754,462.870   MT  1.00039878   +1 22 39.4
 BT1826
 BT1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1826!SPC GA W     -   0.99999738  x   0.99990310  =   0.99990048
 BT1826!UTM  16      -   0.99999738  x   1.00039878  =   1.00039616
 BT1826
 BT1826:                Primary Azimuth Mark                     Grid Az
 BT1826:SPC GA W     -  BV 101 217 AZ MK                         090 46 36.2
 BT1826:UTM  16      -  BV 101 217 AZ MK                         089 18 48.1
 BT1826
 BT1826|---------------------------------------------------------------------|
 BT1826| PID    Reference Object                     Distance      Geod. Az  |
 BT1826|                                                           dddmmss.s |
 BT1826| CY8530 BV 101 217 AZ MK                                   0904127.5 |
 BT1826| BT1827 BV 101 217 GADT 1973 PTA             15.407 METERS 09735     |
 BT1826|---------------------------------------------------------------------|
 BT1826
 BT1826                          SUPERSEDED SURVEY CONTROL
 BT1826
 BT1826  NAD 83(1986)-  31 04 44.50538(N)    084 19 57.98031(W) AD(       ) 2
 BT1826  NAD 27      -  31 04 43.83963(N)    084 19 58.31682(W) AD(       ) 2
 BT1826  NGVD 29 (07/19/86)   44.4    (m)          146.     (f) VERT ANG       
 BT1826
 BT1826.Superseded values are not recommended for survey control.
 BT1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1826.See file dsdata.txt to determine how the superseded data were derived.
 BT1826
 BT1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV5446341419(NAD 83)
 BT1826_MARKER: DD = SURVEY DISK
 BT1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1826
 BT1826  HISTORY     - Date     Condition        Report By
 BT1826  HISTORY     - 1973     MONUMENTED       GADT
 BT1826
 BT1826                          STATION DESCRIPTION
 BT1826
 BT1826'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1826'THE STATION IS ABOUT 13.6 MILES NORTH OF WHIGHAM, 14.0 MILES
 BT1826'NORTH AND 6.0 MILES EAST OF CLIMAX, 13.9 MILES NORTH AND 5.0
 BT1826'MILES WEST OF CAIRO.
 BT1826'
 BT1826'TO REACH THE STATION FROM THE INTERSECTION OF GA. 97 AND GA.
 BT1826'262 IN VADA PROCEED EAST ON GA. 262 FOR 4.90 MILES TO THE
 BT1826'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED EAST
 BT1826'ON GA. 262 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON
 BT1826'THE LEFT.
 BT1826'
 BT1826'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1826'DEPARTMENT OF TRANSPORTATION, STAMPED 101-217.  THE SURFACE
 BT1826'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1826'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 5.5 FEET EAST
 BT1826'OF A WITNESS POST, 8.0 FEET SOUTHWEST OF A POWER POLE, 41.4
 BT1826'FEET NORTH OF PAVED ROAD, 9.5 FEET SOUTH OF A FENCE, AND 124.0
 BT1826'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE.  THE
 BT1826'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.45
 BT1826'FEET BELOW THE SURFACE DISK.
 BT1826'
 BT1826'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1826'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1826'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1826'GROUND.  IT IS 5.0 FEET WEST OF A POWER POLE, 31.0 FEET NORTH
 BT1826'OF PAVED ROAD, AND 148.0 FEET NORTHEAST OF A MAPLE TREE.
 BT1826'
 BT1826'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1837 ***********************************************************************
 BT1837  DESIGNATION -  BV 101 218
 BT1837  PID         -  BT1837
 BT1837  STATE/COUNTY-  GA/MITCHELL
 BT1837  USGS QUAD   -  VADA (1983)
 BT1837
 BT1837                         *CURRENT SURVEY CONTROL
 BT1837  ___________________________________________________________________
 BT1837* NAD 83(1994)-  31 06 17.70661(N)    084 27 58.95196(W)     ADJUSTED  
 BT1837* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 BT1837  ___________________________________________________________________
 BT1837  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BT1837  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BT1837
 BT1837  HORZ ORDER  -  SECOND
 BT1837
 BT1837.The horizontal coordinates were established by classical geodetic methods
 BT1837.and adjusted by the National Geodetic Survey in September 1997..
 BT1837
 BT1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1837
 BT1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1837
 BT1837.The geoid height was determined by GEOID03.
 BT1837
 BT1837;                    North         East     Units Scale Factor Converg.
 BT1837;SPC GA W     -   122,519.658   671,410.709   MT  0.99991008   -0 09 17.4
 BT1837;SPC GA W     -   401,966.58  2,202,786.63   sFT  0.99991008   -0 09 17.4
 BT1837;UTM  16      - 3,443,990.894   741,646.913   MT  1.00032033   +1 18 34.3
 BT1837
 BT1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1837!SPC GA W     -   0.99999715  x   0.99991008  =   0.99990723
 BT1837!UTM  16      -   0.99999715  x   1.00032033  =   1.00031747
 BT1837
 BT1837|---------------------------------------------------------------------|
 BT1837| PID    Reference Object                     Distance      Geod. Az  |
 BT1837|                                                           dddmmss.s |
 BT1837| BT1836 BV 101 218 GADT 1973 PTA              6.622 METERS 01047     |
 BT1837| CY8531 BV 101 218 AZ MK                                   0865731.4 |
 BT1837|---------------------------------------------------------------------|
 BT1837
 BT1837                          SUPERSEDED SURVEY CONTROL
 BT1837
 BT1837  NAD 83(1986)-  31 06 17.71395(N)    084 27 58.95709(W) AD(       ) 2
 BT1837  NAD 27      -  31 06 17.05324(N)    084 27 59.27630(W) AD(       ) 2
 BT1837  NGVD 29 (07/19/86)   45.9    (m)          151.     (f) VERT ANG       
 BT1837
 BT1837.Superseded values are not recommended for survey control.
 BT1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1837.See file dsdata.txt to determine how the superseded data were derived.
 BT1837
 BT1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4164743991(NAD 83)
 BT1837_MARKER: DD = SURVEY DISK
 BT1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1837
 BT1837  HISTORY     - Date     Condition        Report By
 BT1837  HISTORY     - 1973     MONUMENTED       GADT
 BT1837
 BT1837                          STATION DESCRIPTION
 BT1837
 BT1837'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1837'THE STATION IS ABOUT 15.9 MILES NORTH AND 2.2 MILES WEST OF
 BT1837'CLIMAX, 1.5 MILES SOUTH AND 18.5 MILES WEST OF PELHAM, 2.2
 BT1837'MILES NORTH AND 20.4 MILES WEST OF MEIGS.
 BT1837'
 BT1837'TO REACH THE STATION FROM THE INTERSECTION OF GA. 262 AND GA.
 BT1837'97 IN VADA, PROCEED NORTH ON GA. 97 FOR 1.10 MILES TO THE
 BT1837'INTERSECTION OF GA. 97 AND COUNTY PAVED ROAD NO. 28, TURN
 BT1837'LEFT ON COUNTY PAVED ROAD NO. 28 AND PROCEED WEST FOR 3.15
 BT1837'MILES TO THE INTERSECTION OF COUNTY PAVED ROAD NO. 28 AND
 BT1837'COUNTY DIRT ROAD NO. 42, TURN RIGHT ON COUNTY DIRT ROAD NO. 42
 BT1837'AND PROCEED NORTH FOR 0.60 MILE TO THE STATION ON THE LEFT.  TO
 BT1837'REACH THE AZIMUTH MARK TURN RIGHT AT THE INTERSECTION OF
 BT1837'COUNTY DIRT ROAD NO. 42 AND COUNTY DIRT ROAD NO. 46 AND
 BT1837'PROCEED EAST FOR 0.35 MILE ON COUNTY DIRT ROAD NO. 46 TO THE
 BT1837'AZIMUTH MARK ON THE RIGHT.
 BT1837'
 BT1837'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1837'DEPARTMENT OF TRANSPORTATION, STAMPED 101-218.  THE SURFACE
 BT1837'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1837'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 21.3 FEET WEST
 BT1837'OF THE CENTERLINE OF THE DIRT ROAD, 3.3 FEET EAST OF A FENCE,
 BT1837'AND 5.9 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 BT1837'SET IN AN IRREGULAR MASS OF CONCRETE 1.60 FEET BELOW THE
 BT1837'SURFACE DISK.
 BT1837'
 BT1837'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1837'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1837'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1837'GROUND.  IT IS 12.0 FEET SOUTH OF A 10-INCH OAK, 14.0 FEET EAST
 BT1837'OF A 6-INCH PINE, AND 17.0 FEET NORTH OF THE CENTERLINE OF THE
 BT1837'DIRT ROAD.
 BT1837'
 BT1837'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1806 ***********************************************************************
 BT1806  DESIGNATION -  BV 101 220
 BT1806  PID         -  BT1806
 BT1806  STATE/COUNTY-  GA/MITCHELL
 BT1806  USGS QUAD   -  CAMILLA (1988)
 BT1806
 BT1806                         *CURRENT SURVEY CONTROL
 BT1806  ___________________________________________________________________
 BT1806* NAD 83(1994)-  31 08 44.37771(N)    084 14 26.09487(W)     ADJUSTED  
 BT1806* NAVD 88     -        51.0    (meters)     167.     (feet)  VERTCON   
 BT1806  ___________________________________________________________________
 BT1806  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BT1806  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BT1806
 BT1806  HORZ ORDER  -  SECOND
 BT1806
 BT1806.The horizontal coordinates were established by classical geodetic methods
 BT1806.and adjusted by the National Geodetic Survey in September 1997..
 BT1806
 BT1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1806
 BT1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1806
 BT1806.The geoid height was determined by GEOID03.
 BT1806
 BT1806;                    North         East     Units Scale Factor Converg.
 BT1806;SPC GA W     -   127,000.057   692,952.236   MT  0.99990061   -0 02 17.6
 BT1806;SPC GA W     -   416,666.02  2,273,460.79   sFT  0.99990061   -0 02 17.6
 BT1806;UTM  16      - 3,449,023.104   763,077.143   MT  1.00045377   +1 25 40.9
 BT1806
 BT1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1806!SPC GA W     -   0.99999632  x   0.99990061  =   0.99989693
 BT1806!UTM  16      -   0.99999632  x   1.00045377  =   1.00045008
 BT1806
 BT1806:                Primary Azimuth Mark                     Grid Az
 BT1806:SPC GA W     -  BV 101 220 AZ MK                         191 16 43.6
 BT1806:UTM  16      -  BV 101 220 AZ MK                         189 48 45.1
 BT1806
 BT1806|---------------------------------------------------------------------|
 BT1806| PID    Reference Object                     Distance      Geod. Az  |
 BT1806|                                                           dddmmss.s |
 BT1806| CY8532 BV 101 220 AZ MK                                   1911426.0 |
 BT1806| BT1807 BV 101 220 GADT 1973 PTA             11.294 METERS 20554     |
 BT1806|---------------------------------------------------------------------|
 BT1806
 BT1806                          SUPERSEDED SURVEY CONTROL
 BT1806
 BT1806  NAD 83(1986)-  31 08 44.38448(N)    084 14 26.09998(W) AD(       ) 2
 BT1806  NAD 27      -  31 08 43.72359(N)    084 14 26.44358(W) AD(       ) 2
 BT1806  NGVD 29 (07/19/86)   51.1    (m)          168.     (f) VERT ANG       
 BT1806
 BT1806.Superseded values are not recommended for survey control.
 BT1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1806.See file dsdata.txt to determine how the superseded data were derived.
 BT1806
 BT1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6307749023(NAD 83)
 BT1806_MARKER: DD = SURVEY DISK
 BT1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1806
 BT1806  HISTORY     - Date     Condition        Report By
 BT1806  HISTORY     - 1973     MONUMENTED       GADT
 BT1806
 BT1806                          STATION DESCRIPTION
 BT1806
 BT1806'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1806'THE STATION IS ABOUT 1.3 MILE NORTH AND 5.2 MILES WEST OF
 BT1806'PELHAM, 5.1 MILES NORTH AND 8.8 MILES WEST OF MEIGS, 1.0 MILE
 BT1806'SOUTH AND 10.2 MILES WEST OF COTTON.
 BT1806'
 BT1806'TO REACH THE STATION FROM THE INTERSECTION OF GA 97 AND GA 112
 BT1806'IN CAMILLA PROCEED SOUTH ON GA 112 FOR 5.5 MILES TO THE STATION
 BT1806'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA
 BT1806'112 FROM THE STATION FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1806'
 BT1806'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1806'DEPARTMENT OF TRANSPORTATION, STAMPED 101-220.  THE SURFACE
 BT1806'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1806'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 147.0 FEET
 BT1806'SOUTHEAST OF THE POWER POLE, 7.0 FEET NORTH OF THE WITNESS
 BT1806'POST, 42.0 FEET WEST OF THE CENTERLINE OF THE PAVED
 BT1806'ROAD.  THERE IS NO SUB-DISK MARKER.
 BT1806'
 BT1806'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1806'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1806'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1806'GROUND.  IT IS 46.5 FEET EAST OF THE CENTERLINE OF THE PAVED
 BT1806'ROAD, 1.0 FEET NORTHWEST OF THE WITNESS POST AND 2.0 FEET
 BT1806'SOUTHWEST OF THE POWER POLE.
 BT1806'
 BT1806'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1784 ***********************************************************************
 BT1784  DESIGNATION -  BV 101 221
 BT1784  PID         -  BT1784
 BT1784  STATE/COUNTY-  GA/MITCHELL
 BT1784  USGS QUAD   -  PELHAM (1983)
 BT1784
 BT1784                         *CURRENT SURVEY CONTROL
 BT1784  ___________________________________________________________________
 BT1784* NAD 83(1994)-  31 07 17.03828(N)    084 12 21.05481(W)     ADJUSTED  
 BT1784* NAVD 88     -        69.1    (meters)     227.     (feet)  VERTCON   
 BT1784  ___________________________________________________________________
 BT1784  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BT1784  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BT1784
 BT1784  HORZ ORDER  -  SECOND
 BT1784
 BT1784.The horizontal coordinates were established by classical geodetic methods
 BT1784.and adjusted by the National Geodetic Survey in September 1997..
 BT1784
 BT1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1784
 BT1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1784
 BT1784.The geoid height was determined by GEOID03.
 BT1784
 BT1784;                    North         East     Units Scale Factor Converg.
 BT1784;SPC GA W     -   124,308.781   696,263.085   MT  0.99990017   -0 01 12.9
 BT1784;SPC GA W     -   407,836.39  2,284,323.14   sFT  0.99990017   -0 01 12.9
 BT1784;UTM  16      - 3,446,415.928   766,457.658   MT  1.00047586   +1 26 42.1
 BT1784
 BT1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1784!SPC GA W     -   0.99999347  x   0.99990017  =   0.99989364
 BT1784!UTM  16      -   0.99999347  x   1.00047586  =   1.00046933
 BT1784
 BT1784:                Primary Azimuth Mark                     Grid Az
 BT1784:SPC GA W     -  BV 101 221 AZ MK                         269 38 41.6
 BT1784:UTM  16      -  BV 101 221 AZ MK                         268 10 46.6
 BT1784
 BT1784|---------------------------------------------------------------------|
 BT1784| PID    Reference Object                     Distance      Geod. Az  |
 BT1784|                                                           dddmmss.s |
 BT1784| CY8533 BV 101 221 AZ MK                                   2693728.7 |
 BT1784| BT1786 BV 101 221 GADT 1973 PTA              7.713 METERS 30823     |
 BT1784|---------------------------------------------------------------------|
 BT1784
 BT1784                          SUPERSEDED SURVEY CONTROL
 BT1784
 BT1784  NAD 83(1986)-  31 07 17.04505(N)    084 12 21.06001(W) AD(       ) 2
 BT1784  NAD 27      -  31 07 16.38125(N)    084 12 21.40737(W) AD(       ) 2
 BT1784  NGVD 29 (07/19/86)   69.2    (m)          227.     (f) VERT ANG       
 BT1784
 BT1784.Superseded values are not recommended for survey control.
 BT1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1784.See file dsdata.txt to determine how the superseded data were derived.
 BT1784
 BT1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6645846416(NAD 83)
 BT1784_MARKER: DD = SURVEY DISK
 BT1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1784
 BT1784  HISTORY     - Date     Condition        Report By
 BT1784  HISTORY     - 1973     MONUMENTED       GADT
 BT1784
 BT1784                          STATION DESCRIPTION
 BT1784
 BT1784'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1784'THE STATION IS ABOUT 0.5 MILE SOUTH AND 3.1 MILES WEST OF
 BT1784'PELHAM, 3.2 MILES NORTH AND 6.9 MILES WEST OF MEIGS, 2.8 MILES
 BT1784'SOUTH AND 7.9 MILES WEST OF COTTON.
 BT1784'
 BT1784'TO REACH THE STATION FROM THE INTERSECTION OF GA 93 AND PAVED
 BT1784'COUNTY ROAD NO. 73 IN PELHAM, PROCEED WEST ON PAVED COUNTY ROAD
 BT1784'NO. 73 FOR 3.35 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BT1784'THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD NO. 73
 BT1784'FROM THE STATION FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1784'
 BT1784'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1784'DEPARTMENT OF TRANSPORTATION, STAMPED 101-221.  THE SURFACE
 BT1784'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1784'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 39.6 FEET NORTH
 BT1784'OF THE CENTERLINE OF THE PAVED ROAD, 5.5 FEET EAST OF THE
 BT1784'WITNESS POST AND 4.1 FEET SOUTH OF THE FENCE.  THERE IS NO
 BT1784'SUB-DISK MARKER.
 BT1784'
 BT1784'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1784'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1784'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1784'GROUND.  IT IS 20.0 FEET EAST OF THE CENTERLINE OF THE DIRT
 BT1784'ROAD NO. 79, 28.3 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD
 BT1784'NO. 73 AND 67.8 FEET SOUTH OF THE FENCE.
 BT1784'
 BT1784'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1792 ***********************************************************************
 BT1792  DESIGNATION -  BV 101 222
 BT1792  PID         -  BT1792
 BT1792  STATE/COUNTY-  GA/MITCHELL
 BT1792  USGS QUAD   -  PELHAM (1983)
 BT1792
 BT1792                         *CURRENT SURVEY CONTROL
 BT1792  ___________________________________________________________________
 BT1792* NAD 83(1994)-  31 05 45.08975(N)    084 13 32.28579(W)     ADJUSTED  
 BT1792* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 BT1792  ___________________________________________________________________
 BT1792  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 BT1792  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1792
 BT1792  HORZ ORDER  -  SECOND
 BT1792
 BT1792.The horizontal coordinates were established by classical geodetic methods
 BT1792.and adjusted by the National Geodetic Survey in September 1997..
 BT1792
 BT1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1792
 BT1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1792
 BT1792.The geoid height was determined by GEOID03.
 BT1792
 BT1792;                    North         East     Units Scale Factor Converg.
 BT1792;SPC GA W     -   121,478.105   694,374.482   MT  0.99990039   -0 01 49.6
 BT1792;SPC GA W     -   398,549.42  2,278,126.95   sFT  0.99990039   -0 01 49.6
 BT1792;UTM  16      - 3,443,536.262   764,640.993   MT  1.00046396   +1 26 01.4
 BT1792
 BT1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1792!SPC GA W     -   0.99998838  x   0.99990039  =   0.99988877
 BT1792!UTM  16      -   0.99998838  x   1.00046396  =   1.00045233
 BT1792
 BT1792|---------------------------------------------------------------------|
 BT1792| PID    Reference Object                     Distance      Geod. Az  |
 BT1792|                                                           dddmmss.s |
 BT1792| BT1796 BV 101 222 GADT 1973 PTA             14.157 METERS 02751     |
 BT1792| BT1795 KEMP                                APPROX. 2.8 KM 3460838.3 |
 BT1792|---------------------------------------------------------------------|
 BT1792
 BT1792                          SUPERSEDED SURVEY CONTROL
 BT1792
 BT1792  NAD 83(1986)-  31 05 45.09652(N)    084 13 32.29098(W) AD(       ) 2
 BT1792  NAD 27      -  31 05 44.43026(N)    084 13 32.63675(W) AD(       ) 2
 BT1792  NGVD 29 (07/19/86)  101.7    (m)          334.     (f) VERT ANG       
 BT1792
 BT1792.Superseded values are not recommended for survey control.
 BT1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1792.See file dsdata.txt to determine how the superseded data were derived.
 BT1792
 BT1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6464143536(NAD 83)
 BT1792_MARKER: DD = SURVEY DISK
 BT1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1792_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1792
 BT1792  HISTORY     - Date     Condition        Report By
 BT1792  HISTORY     - 1973     MONUMENTED       GADT
 BT1792
 BT1792                          STATION DESCRIPTION
 BT1792
 BT1792'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1792'THE STATION IS ABOUT 2.3 MILES SOUTH AND 4.1 MILES EAST OF
 BT1792'PELHAM, 1.3 MILES NORTH AND 8.1 MILES WEST OF MEIGS, 4.7 MILES
 BT1792'SOUTH AND 9.1 MILES WEST OF COTTON.
 BT1792'
 BT1792'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND PAVED
 BT1792'COUNTY ROAD NO. 73 IN PELHAM PROCEED WEST ON PAVED ROAD 73 FOR
 BT1792'4.95 MILES TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 80, TURN
 BT1792'LEFT AND PROCEED SOUTH ON DIRT COUNTY ROAD NO. 80 FOR 2.05
 BT1792'MILES TO DIRT COUNTY ROAD NO. 62, TURN RIGHT AND PROCEED WEST
 BT1792'FOR 0.15 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BT1792'MARK PROCEED EAST ON DIRT COUNTY ROAD NO. 62 FROM THE STATION
 BT1792'FOR 0.15 MILE TO THE AZIMUTH MARK ACROSS THE INTERSECTION OF
 BT1792'DIRT COUNTY ROAD NO. 62 ON THE RIGHT.
 BT1792'
 BT1792'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT1792'DEPARTMENT OF TRANSPORTATION, STAMPED 101-222.  THE SURFACE
 BT1792'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1792'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET NORTH
 BT1792'OF A FENCE, 40.0 FEET SOUTHWEST OF A POWER POLE, 6.0 FEET EAST
 BT1792'OF A WITNESS POST, AND 24.3 FEET SOUTH OF THE CENTERLINE OF THE
 BT1792'DIRT ROAD.
 BT1792'
 BT1792'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1792'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1792'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1792'GROUND.  IT IS 40.0 FEET SOUTHEAST OF THE POINT OF INTERSECTION
 BT1792'OF THE COUNTY DIRT ROAD, 18.0 FEET EAST OF THE CENTERLINE OF
 BT1792'THE DIRT ROAD, AND 110.0 FEET NORTHEAST OF THE SOUTHEAST CORNER
 BT1792'OF A FRAME HOUSE.
 BT1792'
 BT1792'HEIGHT OF LIGHT ABOVE STATION MARK 0.98 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1782 ***********************************************************************
 BT1782  DESIGNATION -  BV 101 223
 BT1782  PID         -  BT1782
 BT1782  STATE/COUNTY-  GA/MITCHELL
 BT1782  USGS QUAD   -  PELHAM (1983)
 BT1782
 BT1782                         *CURRENT SURVEY CONTROL
 BT1782  ___________________________________________________________________
 BT1782* NAD 83(1994)-  31 06 56.09693(N)    084 14 55.68176(W)     ADJUSTED  
 BT1782* NAVD 88     -        57.1    (meters)     187.     (feet)  VERTCON   
 BT1782  ___________________________________________________________________
 BT1782  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BT1782  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT1782
 BT1782  HORZ ORDER  -  SECOND
 BT1782
 BT1782.The horizontal coordinates were established by classical geodetic methods
 BT1782.and adjusted by the National Geodetic Survey in September 1997..
 BT1782
 BT1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1782
 BT1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1782
 BT1782.The geoid height was determined by GEOID03.
 BT1782
 BT1782;                    North         East     Units Scale Factor Converg.
 BT1782;SPC GA W     -   123,666.142   692,166.129   MT  0.99990076   -0 02 32.8
 BT1782;SPC GA W     -   405,728.00  2,270,881.71   sFT  0.99990076   -0 02 32.8
 BT1782;UTM  16      - 3,445,668.327   762,376.180   MT  1.00044923   +1 25 21.1
 BT1782
 BT1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1782!SPC GA W     -   0.99999536  x   0.99990076  =   0.99989612
 BT1782!UTM  16      -   0.99999536  x   1.00044923  =   1.00044459
 BT1782
 BT1782|---------------------------------------------------------------------|
 BT1782| PID    Reference Object                     Distance      Geod. Az  |
 BT1782|                                                           dddmmss.s |
 BT1782| BT1785 BV 101 223 GADT 1973 PTA              6.355 METERS 02128     |
 BT1782| CY8535 BV 101 223 AZ MK                                   1921203.6 |
 BT1782|---------------------------------------------------------------------|
 BT1782
 BT1782                          SUPERSEDED SURVEY CONTROL
 BT1782
 BT1782  NAD 83(1986)-  31 06 56.10372(N)    084 14 55.68692(W) AD(       ) 2
 BT1782  NAD 27      -  31 06 55.43978(N)    084 14 56.03013(W) AD(       ) 2
 BT1782  NGVD 29 (07/19/86)   57.2    (m)          188.     (f) VERT ANG       
 BT1782
 BT1782.Superseded values are not recommended for survey control.
 BT1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1782.See file dsdata.txt to determine how the superseded data were derived.
 BT1782
 BT1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6237645668(NAD 83)
 BT1782_MARKER: DD = SURVEY DISK
 BT1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1782
 BT1782  HISTORY     - Date     Condition        Report By
 BT1782  HISTORY     - 1973     MONUMENTED       GADT
 BT1782
 BT1782                          STATION DESCRIPTION
 BT1782
 BT1782'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1782'THE STATION IS ABOUT 0.7 MILE SOUTH AND 7.6 MILES WEST OF PELHAM,
 BT1782'16.5 MILES NORTH AND 2.4 MILES WEST OF CAIRO, 16.2 MILES NORTH
 BT1782'AND 4.4 MILES EAST OF MEIGS.
 BT1782'
 BT1782'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 AND
 BT1782'112 IN CAMILLA, GO SOUTH ON HIGHWAY 112 FOR 7.7 MILES TO THE
 BT1782'STATION ON THE RIGHT.
 BT1782'
 BT1782'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 BT1782'HIGHWAY 112 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 BT1782'
 BT1782'STATION MARKS ARE STANDARD BRASS DISKS OF GEORGIA DEPARTMENT OF
 BT1782'TRANSPORTATION, STAMPED 101-223.  THE SURFACE DISK IS SET IN THE
 BT1782'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1782'WITH THE GROUND.  IT IS 5.4 FEET NORTH OF A WITNESS POST, 5.2
 BT1782'FEET EAST OF A FENCE AND 38.0 FEET WEST OF THE CENTER OF STATE
 BT1782'HIGHWAY 112.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1782'OF CONCRETE 2.1 FEET BELOW THE GROUND SURFACE.
 BT1782'
 BT1782'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1782'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1782'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1782'GROUND.  IT IS 100.5 FEET SOUTHEAST OF A TELEPHONE LINE POLE,
 BT1782'58.0 FEET SOUTH OF A TELEPHONE LINE JUNCTION BOX AND 48.0 FEET
 BT1782'EAST OF THE CENTER OF STATE HIGHWAY 112.
 BT1782'
 BT1782'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1801 ***********************************************************************
 BT1801  DESIGNATION -  BV 101 224
 BT1801  PID         -  BT1801
 BT1801  STATE/COUNTY-  GA/MITCHELL
 BT1801  USGS QUAD   -  CAMILLA (1988)
 BT1801
 BT1801                         *CURRENT SURVEY CONTROL
 BT1801  ___________________________________________________________________
 BT1801* NAD 83(1994)-  31 07 45.92702(N)    084 08 24.40279(W)     ADJUSTED  
 BT1801* NAVD 88     -       105.9    (meters)     347.     (feet)  VERTCON   
 BT1801  ___________________________________________________________________
 BT1801  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BT1801  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT1801
 BT1801  HORZ ORDER  -  SECOND
 BT1801
 BT1801.The horizontal coordinates were established by classical geodetic methods
 BT1801.and adjusted by the National Geodetic Survey in September 1997..
 BT1801
 BT1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1801
 BT1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1801
 BT1801.The geoid height was determined by GEOID03.
 BT1801
 BT1801;                    North         East     Units Scale Factor Converg.
 BT1801;SPC GA W     -   125,198.041   702,532.410   MT  0.99990008   +0 00 49.4
 BT1801;SPC GA W     -   410,753.91  2,304,891.75   sFT  0.99990008   +0 00 49.4
 BT1801;UTM  16      - 3,447,465.858   772,705.915   MT  1.00051743   +1 28 45.8
 BT1801
 BT1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1801!SPC GA W     -   0.99998769  x   0.99990008  =   0.99988777
 BT1801!UTM  16      -   0.99998769  x   1.00051743  =   1.00050511
 BT1801
 BT1801|---------------------------------------------------------------------|
 BT1801| PID    Reference Object                     Distance      Geod. Az  |
 BT1801|                                                           dddmmss.s |
 BT1801| BT1805 BV 101 224 2                         37.760 METERS 00232     |
 BT1801| BT1802 BV 101 224 GADT 1973 PTA             13.542 METERS 15228     |
 BT1801| CY8536 BV 101 224 AZ MK                                   1823136.8 |
 BT1801| BT1808 PELHAM MUN TANK NO 2                APPROX. 1.1 KM 3535433.8 |
 BT1801|---------------------------------------------------------------------|
 BT1801
 BT1801                          SUPERSEDED SURVEY CONTROL
 BT1801
 BT1801  NAD 83(1986)-  31 07 45.93357(N)    084 08 24.40796(W) AD(       ) 2
 BT1801  NAD 27      -  31 07 45.27009(N)    084 08 24.76330(W) AD(       ) 2
 BT1801  NGVD 29 (07/19/86)  106.0    (m)          348.     (f) VERT ANG       
 BT1801
 BT1801.Superseded values are not recommended for survey control.
 BT1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1801.See file dsdata.txt to determine how the superseded data were derived.
 BT1801
 BT1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7270647466(NAD 83)
 BT1801_MARKER: DD = SURVEY DISK
 BT1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1801
 BT1801  HISTORY     - Date     Condition        Report By
 BT1801  HISTORY     - 1973     MONUMENTED       GADT
 BT1801
 BT1801                          STATION DESCRIPTION
 BT1801
 BT1801'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1801'THE STATION IS ABOUT 0.9 MILE NORTH AND 0.4 MILE EAST OF PELHAM,
 BT1801'17.5 MILES NORTH AND 4.0 MILES EAST OF CAIRO, 2.4 MILES SOUTH AND
 BT1801'4.1 MILES WEST OF COTTON.
 BT1801'
 BT1801'TO REACH THE STATION FROM THE INTERSECTION OF GA 93 AND U.S. 19
 BT1801'IN PELHAM PROCEED SOUTH ON U.S. 19 FOR 0.10 MILE TO THE STATION
 BT1801'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON U.S. 19
 BT1801'FROM THE STATION FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1801'
 BT1801'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1801'OF TRANSPORTATION, STAMPED 101-224.  THE SURFACE DISK IS SET IN
 BT1801'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1801'WITH THE GROUND.  IT IS 6.0 FEET SOUTH OF THE WITNESS POST, 27.0
 BT1801'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE PAVED
 BT1801'ROAD, AND 57.0 FEET NORTHWEST OF THE POWER POLE.  THERE IS NO
 BT1801'SUB-DISK MARKER.
 BT1801'
 BT1801'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1801'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1801'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1801'GROUND.  IT IS 230.5 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 BT1801'OF A PAVED ROAD AND THE CENTERLINE OF THE SOUTH LANE OF U.S. 19,
 BT1801'3.3 FEET NORTH OF THE POWER POLE AND 76.4 FEET WEST OF THE SOUTH
 BT1801'LANE OF U.S. 19.
 BT1801'
 BT1801'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1805 ***********************************************************************
 BT1805  DESIGNATION -  BV 101 224 2
 BT1805  PID         -  BT1805
 BT1805  STATE/COUNTY-  GA/MITCHELL
 BT1805  USGS QUAD   -  CAMILLA (1988)
 BT1805
 BT1805                         *CURRENT SURVEY CONTROL
 BT1805  ___________________________________________________________________
 BT1805* NAD 83(1994)-  31 07 47.15188(N)    084 08 24.33992(W)     ADJUSTED  
 BT1805* NAVD 88     -       106.     (meters)     348.     (feet)  SCALED    
 BT1805  ___________________________________________________________________
 BT1805  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BT1805  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT1805
 BT1805  HORZ ORDER  -  SECOND
 BT1805
 BT1805.The horizontal coordinates were established by classical geodetic methods
 BT1805.and adjusted by the National Geodetic Survey in September 1997..
 BT1805
 BT1805.The orthometric height was scaled from a topographic map.
 BT1805
 BT1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1805
 BT1805.The geoid height was determined by GEOID03.
 BT1805
 BT1805;                    North         East     Units Scale Factor Converg.
 BT1805;SPC GA W     -   125,235.760   702,534.066   MT  0.99990008   +0 00 49.5
 BT1805;SPC GA W     -   410,877.66  2,304,897.18   sFT  0.99990008   +0 00 49.5
 BT1805;UTM  16      - 3,447,503.631   772,706.606   MT  1.00051743   +1 28 45.9
 BT1805
 BT1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1805!SPC GA W     -   0.99998769  x   0.99990008  =   0.99988777
 BT1805!UTM  16      -   0.99998769  x   1.00051743  =   1.00050511
 BT1805
 BT1805:                Primary Azimuth Mark                     Grid Az
 BT1805:SPC GA W     -  BV 101 224 AZ MK                         182 30 52.0
 BT1805:UTM  16      -  BV 101 224 AZ MK                         181 02 55.6
 BT1805
 BT1805|---------------------------------------------------------------------|
 BT1805| PID    Reference Object                     Distance      Geod. Az  |
 BT1805|                                                           dddmmss.s |
 BT1805| CY8536 BV 101 224 AZ MK                                   1823141.5 |
 BT1805| BT1801 BV 101 224                           37.760 METERS 18232     |
 BT1805| BT1808 PELHAM MUN TANK NO 2                APPROX. 1.0 KM 3533524.2 |
 BT1805|---------------------------------------------------------------------|
 BT1805
 BT1805                          SUPERSEDED SURVEY CONTROL
 BT1805
 BT1805  NAD 83(1986)-  31 07 47.15843(N)    084 08 24.34509(W) AD(       ) 2
 BT1805  NAD 27      -  31 07 46.49499(N)    084 08 24.70041(W) AD(       ) 2
 BT1805
 BT1805.Superseded values are not recommended for survey control.
 BT1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1805.See file dsdata.txt to determine how the superseded data were derived.
 BT1805
 BT1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7270747504(NAD 83)
 BT1805_MARKER: DD = SURVEY DISK
 BT1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1805
 BT1805  HISTORY     - Date     Condition        Report By
 BT1805  HISTORY     - 1974     MONUMENTED       GADT
 BT1805
 BT1805                          STATION DESCRIPTION
 BT1805
 BT1805'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (RS)
 BT1805'THE STATION IS ABOUT 0.9 MILE NORTH AND 0.4 MILE EAST OF PELHAM,
 BT1805'17.5 MILES NORTH AND 4.0 MILES EAST OF CARIO, 2.4 MILES SOUTH
 BT1805'AND 4.1 MILES WEST OF COTTON.
 BT1805'
 BT1805'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND U.S. 19
 BT1805'IN PELHAM PROCEED SOUTH OF U.S. 19 FOR 0.10 MILE TO THE STATION
 BT1805'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON U.S. 19
 BT1805'FROM THE STATION FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1805'
 BT1805'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BT1805'TRANSPORTATION, STAMPED 101-224 RESET 1974.  THE SURFACE DISK IS SET
 BT1805'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1805'WITH THE GROUND.  IT IS 20 FEET WEST OF A WITNESS POST, 1.0 FEET
 BT1805'EAST OF A 4 FOOT CONCRETE WALK, 70 FEET SOUTHEAST OF A DROP
 BT1805'INLET, AND 97 FEET SOUTHWEST OF A POWER POLE.  (NOTE--NO
 BT1805'SUB-DISK.)
 BT1805'
 BT1805'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1805'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1805'10-INCH CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1805'IS 230.5 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF A PAVED
 BT1805'ROAD AND CENTERLINE OF SOUTH LANE OF U.S. 19, 3.3 FEET NORTH OF
 BT1805'A POWER POLE, 76.4 FEET WEST OF THE CENTERLINE OF THE SOUTH LANE
 BT1805'OF U.S. 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1767 ***********************************************************************
 BT1767  DESIGNATION -  BV 101 225
 BT1767  PID         -  BT1767
 BT1767  STATE/COUNTY-  GA/MITCHELL
 BT1767  USGS QUAD   -  COTTON (1971)
 BT1767
 BT1767                         *CURRENT SURVEY CONTROL
 BT1767  ___________________________________________________________________
 BT1767* NAD 83(1994)-  31 08 02.01071(N)    084 05 32.78514(W)     ADJUSTED  
 BT1767* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 BT1767  ___________________________________________________________________
 BT1767  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BT1767  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1767
 BT1767  HORZ ORDER  -  SECOND
 BT1767
 BT1767.The horizontal coordinates were established by classical geodetic methods
 BT1767.and adjusted by the National Geodetic Survey in September 1997..
 BT1767
 BT1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1767
 BT1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1767
 BT1767.The geoid height was determined by GEOID03.
 BT1767
 BT1767;                    North         East     Units Scale Factor Converg.
 BT1767;SPC GA W     -   125,695.399   707,078.302   MT  0.99990062   +0 02 18.2
 BT1767;SPC GA W     -   412,385.65  2,319,806.06   sFT  0.99990062   +0 02 18.2
 BT1767;UTM  16      - 3,448,079.726   777,240.463   MT  1.00054819   +1 30 15.4
 BT1767
 BT1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1767!SPC GA W     -   0.99998782  x   0.99990062  =   0.99988844
 BT1767!UTM  16      -   0.99998782  x   1.00054819  =   1.00053601
 BT1767
 BT1767|---------------------------------------------------------------------|
 BT1767| PID    Reference Object                     Distance      Geod. Az  |
 BT1767|                                                           dddmmss.s |
 BT1767| BT1766 BV 101 225 GADT 1973 PTA             12.780 METERS 02314     |
 BT1767| BT1765 PELHAM TV STA WABW MAST             APPROX. 1.2 KM 2802223.8 |
 BT1767| CY8537 BV 101 225 AZ MK                                   3195306.1 |
 BT1767|---------------------------------------------------------------------|
 BT1767
 BT1767                          SUPERSEDED SURVEY CONTROL
 BT1767
 BT1767  NAD 83(1986)-  31 08 02.01726(N)    084 05 32.79042(W) AD(       ) 2
 BT1767  NAD 27      -  31 08 01.35342(N)    084 05 33.15032(W) AD(       ) 2
 BT1767  NGVD 29 (07/19/86)  105.1    (m)          345.     (f) VERT ANG       
 BT1767
 BT1767.Superseded values are not recommended for survey control.
 BT1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1767.See file dsdata.txt to determine how the superseded data were derived.
 BT1767
 BT1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7724048080(NAD 83)
 BT1767_MARKER: DD = SURVEY DISK
 BT1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1767
 BT1767  HISTORY     - Date     Condition        Report By
 BT1767  HISTORY     - 1973     MONUMENTED       GADT
 BT1767
 BT1767                          STATION DESCRIPTION
 BT1767
 BT1767'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1767'THE STATION IS ABOUT 0.7 MILE NORTH AND 3.4 MILES EAST OF PELHAM,
 BT1767'4.1 MILES NORTH AND 0.5 MILES WEST OF MEIGS, 2.0 MILES SOUTH AND
 BT1767'1.4 MILES WEST OF COTTON.
 BT1767'
 BT1767'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND GA. 93
 BT1767'PROCEED NORTH ON GA. 93 FOR 2.95 MILES TO THE INTERSECTION OF
 BT1767'GA. 93 AND COUNTY DIRT ROAD NO. 134, TURN RIGHT AND PROCEED EAST
 BT1767'ON COUNTY ROAD NO. 134 FOR 0.70 MILE TO THE STATION ON THE
 BT1767'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON COUNTY DIRT
 BT1767'ROAD NO. 134 FROM THE STATION FOR 0.20 MILE TO THE AZIMUTH MARK
 BT1767'ON THE RIGHT.
 BT1767'
 BT1767'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1767'OF TRANSPORTATION, STAMPED 101-225.  THE SURFACE DISK IS SET IN
 BT1767'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1767'WITH THE GROUND.  IT IS 4.7 FEET EAST OF A WITNESS POST, 69.7
 BT1767'FEET WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, AND 21.0 FEET
 BT1767'SOUTH OF THE CENTERLINE OF THE DIRT ROAD.  (NOTE--NO SUB-DISK.)
 BT1767'
 BT1767'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1767'OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1767'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1767'IS 2.0 FEET SOUTH OF A FENCE, 19.5 FEET NORTH OF THE CENTERLINE
 BT1767'OF THE DIRT ROAD, AND 19.3 FEET SOUTHWEST OF A POWER POLE.
 BT1767'
 BT1767'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1773 ***********************************************************************
 BT1773  DESIGNATION -  BV 101 226
 BT1773  PID         -  BT1773
 BT1773  STATE/COUNTY-  GA/MITCHELL
 BT1773  USGS QUAD   -  MEIGS (1971)
 BT1773
 BT1773                         *CURRENT SURVEY CONTROL
 BT1773  ___________________________________________________________________
 BT1773* NAD 83(1994)-  31 05 15.89196(N)    084 06 22.83506(W)     ADJUSTED  
 BT1773* NAVD 88     -       107.9    (meters)     354.     (feet)  VERTCON   
 BT1773  ___________________________________________________________________
 BT1773  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BT1773  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BT1773
 BT1773  HORZ ORDER  -  SECOND
 BT1773
 BT1773.The horizontal coordinates were established by classical geodetic methods
 BT1773.and adjusted by the National Geodetic Survey in September 1997..
 BT1773
 BT1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1773
 BT1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1773
 BT1773.The geoid height was determined by GEOID03.
 BT1773
 BT1773;                    North         East     Units Scale Factor Converg.
 BT1773;SPC GA W     -   120,579.045   705,755.303   MT  0.99990041   +0 01 52.1
 BT1773;SPC GA W     -   395,599.75  2,315,465.52   sFT  0.99990041   +0 01 52.1
 BT1773;UTM  16      - 3,442,927.907   776,047.929   MT  1.00054006   +1 29 42.3
 BT1773
 BT1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1773!SPC GA W     -   0.99998738  x   0.99990041  =   0.99988779
 BT1773!UTM  16      -   0.99998738  x   1.00054006  =   1.00052743
 BT1773
 BT1773:                Primary Azimuth Mark                     Grid Az
 BT1773:SPC GA W     -  BV 101 226 AZ MK                         129 12 16.6
 BT1773:UTM  16      -  BV 101 226 AZ MK                         127 44 26.4
 BT1773
 BT1773|---------------------------------------------------------------------|
 BT1773| PID    Reference Object                     Distance      Geod. Az  |
 BT1773|                                                           dddmmss.s |
 BT1773| CY8538 BV 101 226 AZ MK                                   1291408.7 |
 BT1773| BT1772 BV 101 226 GADT 1973 PTA             10.067 METERS 27052     |
 BT1773|---------------------------------------------------------------------|
 BT1773
 BT1773                          SUPERSEDED SURVEY CONTROL
 BT1773
 BT1773  NAD 83(1986)-  31 05 15.89863(N)    084 06 22.84035(W) AD(       ) 2
 BT1773  NAD 27      -  31 05 15.23022(N)    084 06 23.19983(W) AD(       ) 2
 BT1773  NGVD 29 (07/19/86)  108.0    (m)          354.     (f) VERT ANG       
 BT1773
 BT1773.Superseded values are not recommended for survey control.
 BT1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1773.See file dsdata.txt to determine how the superseded data were derived.
 BT1773
 BT1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7604842928(NAD 83)
 BT1773_MARKER: DD = SURVEY DISK
 BT1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1773
 BT1773  HISTORY     - Date     Condition        Report By
 BT1773  HISTORY     - 1973     MONUMENTED       GADT
 BT1773
 BT1773                          STATION DESCRIPTION
 BT1773
 BT1773'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1773'THE STATION IS ABOUT 1.1 MILES NORTH AND 1.2 MILES WEST OF MEIGS,
 BT1773'2.3 MILES SOUTH AND 2.6 MILES EAST OF PELHAM, 5.0 MILES SOUTH AND
 BT1773'2.2 MILES WEST OF COTTON.
 BT1773'
 BT1773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111 AND
 BT1773'3 IN MEIGS, GO NORTH ON HIGHWAY 3 FOR 1.5 MILES TO THE STATION
 BT1773'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 BT1773'SOUTH ON STATE HIGHWAY 3 FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 BT1773'
 BT1773'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1773'OF TRANSPORTATION, STAMPED 101-226.  THE SURFACE DISK IS SET IN
 BT1773'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1773'WITH THE GROUND.  IT IS 57.0 FEET NORTHEAST OF THE CENTER OF A
 BT1773'RAILROAD TRACK, 32.0 FEET SOUTHWEST OF THE CENTER OF STATE
 BT1773'HIGHWAY 3 AND 6.0 FEET SOUTHEAST OF A WITNESS POST.  THE
 BT1773'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.85
 BT1773'FEET BELOW THE SURFACE OF THE GROUND.
 BT1773'
 BT1773'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1773'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1773'10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1773'GROUND.  IT IS 55.0 FEET SOUTH OF THE CENTER OF COUNTY ROAD 160,
 BT1773'2.6 FEET NORTHEAST OF A POWER LINE POLE AND 25.8 FEET SOUTHWEST
 BT1773'OF THE CENTER OF STATE HIGHWAY 3.
 BT1773'
 BT1773'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1763 ***********************************************************************
 BT1763  DESIGNATION -  BV 101 227
 BT1763  PID         -  BT1763
 BT1763  STATE/COUNTY-  GA/MITCHELL
 BT1763  USGS QUAD   -  COTTON (1971)
 BT1763
 BT1763                         *CURRENT SURVEY CONTROL
 BT1763  ___________________________________________________________________
 BT1763* NAD 83(1994)-  31 12 10.82715(N)    084 03 51.33302(W)     ADJUSTED  
 BT1763* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 BT1763  ___________________________________________________________________
 BT1763  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BT1763  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BT1763
 BT1763  HORZ ORDER  -  SECOND
 BT1763
 BT1763.The horizontal coordinates were established by classical geodetic methods
 BT1763.and adjusted by the National Geodetic Survey in September 1997..
 BT1763
 BT1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1763
 BT1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1763
 BT1763.The geoid height was determined by GEOID03.
 BT1763
 BT1763;                    North         East     Units Scale Factor Converg.
 BT1763;SPC GA W     -   133,359.799   709,758.598   MT  0.99990117   +0 03 11.0
 BT1763;SPC GA W     -   437,531.27  2,328,599.67   sFT  0.99990117   +0 03 11.0
 BT1763;UTM  16      - 3,455,815.319   779,725.241   MT  1.00056526   +1 31 18.9
 BT1763;UTM  17      - 3,456,147.947   208,023.856   MT  1.00065167   -1 35 19.1
 BT1763
 BT1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1763!SPC GA W     -   0.99998697  x   0.99990117  =   0.99988814
 BT1763!UTM  16      -   0.99998697  x   1.00056526  =   1.00055222
 BT1763!UTM  17      -   0.99998697  x   1.00065167  =   1.00063863
 BT1763
 BT1763:                Primary Azimuth Mark                     Grid Az
 BT1763:SPC GA W     -  PELHAM TV STA WABW MAST                  207 05 54.4
 BT1763:UTM  16      -  PELHAM TV STA WABW MAST                  205 37 46.5
 BT1763:UTM  17      -  PELHAM TV STA WABW MAST                  208 44 24.5
 BT1763
 BT1763|---------------------------------------------------------------------|
 BT1763| PID    Reference Object                     Distance      Geod. Az  |
 BT1763|                                                           dddmmss.s |
 BT1763| BT1765 PELHAM TV STA WABW MAST             APPROX. 8.4 KM 2070905.4 |
 BT1763| BT1762 BV 101 227 GADT 1973 PTA              9.565 METERS 29000     |
 BT1763| CY8539 BV 101 227 AZ MK                                   2923449.7 |
 BT1763|---------------------------------------------------------------------|
 BT1763
 BT1763                          SUPERSEDED SURVEY CONTROL
 BT1763
 BT1763  NAD 83(1986)-  31 12 10.83378(N)    084 03 51.33826(W) AD(       ) 2
 BT1763  NAD 27      -  31 12 10.17434(N)    084 03 51.69742(W) AD(       ) 2
 BT1763  NGVD 29 (07/19/86)  110.5    (m)          363.     (f) VERT ANG       
 BT1763
 BT1763.Superseded values are not recommended for survey control.
 BT1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1763.See file dsdata.txt to determine how the superseded data were derived.
 BT1763
 BT1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7972555815(NAD 83)
 BT1763_MARKER: DD = SURVEY DISK
 BT1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1763
 BT1763  HISTORY     - Date     Condition        Report By
 BT1763  HISTORY     - 1973     MONUMENTED       GADT
 BT1763
 BT1763                          STATION DESCRIPTION
 BT1763
 BT1763'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1763'THE STATION IS ABOUT 2.4 MILES NORTH AND 0.2 MILE WEST OF COTTON,
 BT1763'5.0 MILES NORTH AND 4.6 MILES EAST OF PELHAM, 15.4 MILES NORTH
 BT1763'AND 1.3 MILES WEST OF OCHLOCKNEE.
 BT1763'
 BT1763'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND COUNTY
 BT1763'PAVED ROAD NO. 133 IN COTTON PROCEED WEST ON COUNTY PAVED ROAD
 BT1763'NO. 133 FOR 3.0 MILES TO INTERSECTION OF COUNTY PAVED ROAD
 BT1763'NO. 133 AND COUNTY DIRT ROAD NO. 128, TURN RIGHT AND PROCEED EAST
 BT1763'ON COUNTY DIRT ROAD NO. 128 FOR 1.05 MILES TO THE STATION ON THE
 BT1763'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST FROM THE STATION
 BT1763'ON COUNTY DIRT ROAD NO. 128 FOR 0.25 MILE TO THE AZIMUTH MARK
 BT1763'ON THE RIGHT.
 BT1763'
 BT1763'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1763'OF TRANSPORTATION, STAMPED 101-227.  THE SURFACE DISK IS SET IN
 BT1763'THE 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1763'THE GROUND.  IT IS 81.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BT1763'OF A FRAME HOUSE, 9.0 FEET NORTHWEST OF A WITNESS POST, AND 7.0
 BT1763'FEET NORTH OF A FENCE.  (NOTE--NO SUB-DISK.)
 BT1763'
 BT1763'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1763'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1763'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1763'GROUND.  IT IS 26.0 FEET NORTH OF THE CENTERLINE OF THE DIRT
 BT1763'ROAD, 12.0 FEET NORTHEAST OF A POWER POLE, AND 201.7 FEET EAST
 BT1763'OF A 30-INCH OAK.
 BT1763'
 BT1763'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1793 ***********************************************************************
 BT1793  DESIGNATION -  BV 101 228 GADT 1973
 BT1793  PID         -  BT1793
 BT1793  STATE/COUNTY-  GA/MITCHELL
 BT1793  USGS QUAD   -  PELHAM (1983)
 BT1793
 BT1793                         *CURRENT SURVEY CONTROL
 BT1793  ___________________________________________________________________
 BT1793* NAD 83(1994)-  31 05 27.14873(N)    084 09 34.23933(W)     ADJUSTED  
 BT1793* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 BT1793  ___________________________________________________________________
 BT1793  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BT1793  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BT1793
 BT1793  HORZ ORDER  -  SECOND
 BT1793
 BT1793.The horizontal coordinates were established by classical geodetic methods
 BT1793.and adjusted by the National Geodetic Survey in September 1997..
 BT1793
 BT1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1793
 BT1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1793
 BT1793.The geoid height was determined by GEOID03.
 BT1793
 BT1793;                    North         East     Units Scale Factor Converg.
 BT1793;SPC GA W     -   120,924.148   700,682.687   MT  0.99990001   +0 00 13.3
 BT1793;SPC GA W     -   396,731.98  2,298,823.12   sFT  0.99990001   +0 00 13.3
 BT1793;UTM  16      - 3,443,143.435   770,964.988   MT  1.00050576   +1 28 03.8
 BT1793
 BT1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1793!SPC GA W     -   0.99998821  x   0.99990001  =   0.99988822
 BT1793!UTM  16      -   0.99998821  x   1.00050576  =   1.00049397
 BT1793
 BT1793:                Primary Azimuth Mark                     Grid Az
 BT1793:SPC GA W     -  PELHAM COATS AND CLARK TANK              018 25 16.2
 BT1793:UTM  16      -  PELHAM COATS AND CLARK TANK              016 57 25.7
 BT1793
 BT1793|---------------------------------------------------------------------|
 BT1793| PID    Reference Object                     Distance      Geod. Az  |
 BT1793|                                                           dddmmss.s |
 BT1793| BT1794 PELHAM COATS AND CLARK TANK         APPROX. 3.5 KM 0182529.5 |
 BT1793| BT1765 PELHAM TV STA WABW MAST             APPROX. 7.2 KM 0463447.5 |
 BT1793| BT1789 MEIGS SOU BELL TEL MICROWAVE        APPROX. 3.4 KM 1180333.6 |
 BT1793| BT1797 BV 065 229 GADT 1973                APPROX. 1.5 KM 1805346.8 |
 BT1793|---------------------------------------------------------------------|
 BT1793
 BT1793                          SUPERSEDED SURVEY CONTROL
 BT1793
 BT1793  NAD 83(1986)-  31 05 27.15550(N)    084 09 34.24455(W) AD(       ) 2
 BT1793  NAD 27      -  31 05 26.48826(N)    084 09 34.59871(W) AD(       ) 2
 BT1793  NGVD 29 (07/19/86)  102.7    (m)          337.     (f) VERT ANG       
 BT1793
 BT1793.Superseded values are not recommended for survey control.
 BT1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1793.See file dsdata.txt to determine how the superseded data were derived.
 BT1793
 BT1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7096543143(NAD 83)
 BT1793_MARKER: DD = SURVEY DISK
 BT1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1793+STABILITY: SURFACE MOTION
 BT1793
 BT1793  HISTORY     - Date     Condition        Report By
 BT1793  HISTORY     - 1973     MONUMENTED       GADT
 BT1793
 BT1793                          STATION DESCRIPTION
 BT1793
 BT1793'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1793'THE STATION IS ABOUT 2.5 MILES SOUTH AND 0.1 MILE SOUTH OF
 BT1793'PELHAM, 1.0 MILE NORTH AND 4.2 MILES WEST OF MEIGS, 5.2 MILES
 BT1793'SOUTH AND 5.1 MILES WEST OF COTTON.
 BT1793'
 BT1793'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND PAVED
 BT1793'COUNTY ROAD NO. 92433 IN MEIGS PROCEED WEST ON PAVED COUNTY
 BT1793'ROAD NO. 92433 FOR 4.05 MILES TO PAVED COUNTY ROAD NO. 91625, TURN
 BT1793'RIGHT AND PROCEED NORTH FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 BT1793'
 BT1793'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1793'OF TRANSPORTATION, STAMPED 101-228.  THE SURFACE DISK IS SET IN
 BT1793'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1793'FLUSH WITH THE GROUND.  IT IS 74.0 FEET EAST OF A FENCE, 33.0
 BT1793'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, AND 3.5 FEET
 BT1793'WEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BT1793'IRREGULAR MASS OF CONCRETE 2.13 FEET BELOW THE SURFACE DISK.
 BT1793'
 BT1793'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1759 ***********************************************************************
 BT1759  DESIGNATION -  BV 101 229
 BT1759  PID         -  BT1759
 BT1759  STATE/COUNTY-  GA/MITCHELL
 BT1759  USGS QUAD   -  COTTON (1971)
 BT1759
 BT1759                         *CURRENT SURVEY CONTROL
 BT1759  ___________________________________________________________________
 BT1759* NAD 83(1994)-  31 09 31.54729(N)    084 03 51.02915(W)     ADJUSTED  
 BT1759* NAVD 88     -       101.0    (meters)     331.     (feet)  VERTCON   
 BT1759  ___________________________________________________________________
 BT1759  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BT1759  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT1759
 BT1759  HORZ ORDER  -  SECOND
 BT1759
 BT1759.The horizontal coordinates were established by classical geodetic methods
 BT1759.and adjusted by the National Geodetic Survey in September 1997..
 BT1759
 BT1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1759
 BT1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1759
 BT1759.The geoid height was determined by GEOID03.
 BT1759
 BT1759;                    North         East     Units Scale Factor Converg.
 BT1759;SPC GA W     -   128,454.802   709,771.184   MT  0.99990118   +0 03 10.9
 BT1759;SPC GA W     -   421,438.80  2,328,640.96   sFT  0.99990118   +0 03 10.9
 BT1759;UTM  16      - 3,450,908.995   779,863.567   MT  1.00056622   +1 31 12.1
 BT1759;UTM  17      - 3,451,240.918   207,895.907   MT  1.00065260   -1 35 11.6
 BT1759
 BT1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1759!SPC GA W     -   0.99998845  x   0.99990118  =   0.99988963
 BT1759!UTM  16      -   0.99998845  x   1.00056622  =   1.00055466
 BT1759!UTM  17      -   0.99998845  x   1.00065260  =   1.00064104
 BT1759
 BT1759|---------------------------------------------------------------------|
 BT1759| PID    Reference Object                     Distance      Geod. Az  |
 BT1759|                                                           dddmmss.s |
 BT1759| BT1758 BV 101 229 GADT 1973 PTA              7.030 METERS 05423     |
 BT1759| BT1765 PELHAM TV STA WABW MAST             APPROX. 4.6 KM 2362145.6 |
 BT1759| CY8540 BV 101 229 AZ MK                                   3412824.3 |
 BT1759|---------------------------------------------------------------------|
 BT1759
 BT1759                          SUPERSEDED SURVEY CONTROL
 BT1759
 BT1759  NAD 83(1986)-  31 09 31.55396(N)    084 03 51.03447(W) AD(       ) 2
 BT1759  NAD 27      -  31 09 30.88993(N)    084 03 51.39618(W) AD(       ) 2
 BT1759  NGVD 29 (07/19/86)  101.1    (m)          332.     (f) VERT ANG       
 BT1759
 BT1759.Superseded values are not recommended for survey control.
 BT1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1759.See file dsdata.txt to determine how the superseded data were derived.
 BT1759
 BT1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7986450909(NAD 83)
 BT1759_MARKER: DD = SURVEY DISK
 BT1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1759
 BT1759  HISTORY     - Date     Condition        Report By
 BT1759  HISTORY     - 1973     MONUMENTED       GADT
 BT1759
 BT1759                          STATION DESCRIPTION
 BT1759
 BT1759'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1759'THE STATION IS ABOUT 0.2 MILE SOUTH OF COTTON, 2.5 MILES NORTH
 BT1759'AND 5.1 MILES EAST OF PELHAM, 6.0 MILES NORTH AND 1.0 MILE EAST
 BT1759'OF MEIGS.
 BT1759'
 BT1759'TO REACH THE STATION FROM THE INTERSECTION OF GA. 93 AND COUNTY
 BT1759'PAVED ROAD NO. 219 PROCEED EAST ON COUNTY PAVED ROAD NO. 219 FOR
 BT1759'0.30 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1759'MARK PROCEED WEST FROM THE STATION ON COUNTY ROAD NO. 219 FOR
 BT1759'0.20 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE YARD OF BURNS
 BT1759'MEMORIAL UNITED METHODIST CHURCH.
 BT1759'
 BT1759'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1759'OF TRANSPORTATION, STAMPED 101-229.  THE SURFACE DISK IS SET IN
 BT1759'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1759'WITH THE GROUND.  IT IS 35.8 FEET SOUTH OF THE CENTERLINE OF THE
 BT1759'PAVED ROAD, 5.0 FEET NORTH OF A FENCE, AND 6.0 FEET WEST OF A
 BT1759'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1759'OF CONCRETE 1.45 FEET BELOW THE SURFACE DISK.
 BT1759'
 BT1759'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1759'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1759'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1759'GROUND.  IT IS 76.0 FEET EAST OF A POWER POLE, 104.0 FEET
 BT1759'NORTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, 23.0 FEET
 BT1759'NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.
 BT1759'
 BT1759'HEIGHT OF LIGHT ABOVE STATION MARK 1.74 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1463 ***********************************************************************
 CM1463  DESIGNATION -  BV 102 200
 CM1463  PID         -  CM1463
 CM1463  STATE/COUNTY-  GA/MONROE
 CM1463  USGS QUAD   -  STROUDS (1974)
 CM1463
 CM1463                         *CURRENT SURVEY CONTROL
 CM1463  ___________________________________________________________________
 CM1463* NAD 83(1994)-  32 53 10.07924(N)    084 00 21.61208(W)     ADJUSTED  
 CM1463* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 CM1463  ___________________________________________________________________
 CM1463  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CM1463  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CM1463
 CM1463  HORZ ORDER  -  SECOND
 CM1463
 CM1463.The horizontal coordinates were established by classical geodetic methods
 CM1463.and adjusted by the National Geodetic Survey in September 1997..
 CM1463
 CM1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1463
 CM1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1463
 CM1463.The geoid height was determined by GEOID03.
 CM1463
 CM1463;                    North         East     Units Scale Factor Converg.
 CM1463;SPC GA W     -   319,985.859   715,032.264   MT  0.99990279   +0 05 14.0
 CM1463;SPC GA W     - 1,049,820.27  2,345,901.69   sFT  0.99990279   +0 05 14.0
 CM1463;UTM  16      - 3,642,639.582   780,098.106   MT  1.00056749   +1 37 36.2
 CM1463;UTM  17      - 3,642,671.558   218,778.202   MT  1.00057527   -1 37 59.7
 CM1463
 CM1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1463!SPC GA W     -   0.99997629  x   0.99990279  =   0.99987909
 CM1463!UTM  16      -   0.99997629  x   1.00056749  =   1.00054377
 CM1463!UTM  17      -   0.99997629  x   1.00057527  =   1.00055155
 CM1463
 CM1463|---------------------------------------------------------------------|
 CM1463| PID    Reference Object                     Distance      Geod. Az  |
 CM1463|                                                           dddmmss.s |
 CM1463| CM1462 BV 102 200 GADT 1974 PTA              9.801 METERS 21952     |
 CM1463| CY8541 BV 102 200 AZ MK                                   3311409.4 |
 CM1463|---------------------------------------------------------------------|
 CM1463
 CM1463                          SUPERSEDED SURVEY CONTROL
 CM1463
 CM1463  NAD 83(1986)-  32 53 10.08478(N)    084 00 21.61022(W) AD(       ) 2
 CM1463  NAD 27      -  32 53 09.60022(N)    084 00 21.93409(W) AD(       ) 2
 CM1463  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 CM1463
 CM1463.Superseded values are not recommended for survey control.
 CM1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1463.See file dsdata.txt to determine how the superseded data were derived.
 CM1463
 CM1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB8009842640(NAD 83)
 CM1463_MARKER: DD = SURVEY DISK
 CM1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1463
 CM1463  HISTORY     - Date     Condition        Report By
 CM1463  HISTORY     - 1974     MONUMENTED       GADT
 CM1463
 CM1463                          STATION DESCRIPTION
 CM1463
 CM1463'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1463'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES EAST-SOUTHEAST OF
 CM1463'YATESVILLE, 11 MILES SOUTHWEST OF FORSYTH, AND 11-1/4 MILES NORTH
 CM1463'OF ROBERTA ON THE PROPERTY OF MR. J.M. ABERCROMBIE.
 CM1463'
 CM1463'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 74 AND
 CM1463'U.S. HIGHWAY 341, LOCATED APPROXIMATELY 1 MILE NORTH OF CULLODEN,
 CM1463'TRAVEL EAST ALONG STATE ROUTE 74 FOR 4.1 MILES TO THE JUNCTION OF
 CM1463'COUNTY ROAD 107 (DAVIS ROAD) TO THE LEFT.  CONTINUE TRAVELING
 CM1463'EASTERLY ALONG STATE ROUTE 74 FOR 1.1 MILES TO THE JUNCTION OF
 CM1463'COUNTY ROAD 103 (HOUGH ROAD) TO THE LEFT AND THE ABERCROMBIE
 CM1463'RESIDENCE ON THE RIGHT.  CONTINUE TRAVELING EAST ALONG STATE
 CM1463'ROUTE 74 FOR 0.1 MILE TO THE JUNCTION OF A DRIVEWAY TO THE LEFT.
 CM1463'TURN LEFT TRAVELING NORTH ALONG THE DRIVEWAY FOR 0.1 MILE TO A
 CM1463'GATE.  TRAVEL THROUGH THE GATE TRAVELING NORTH
 CM1463'APPROXIMATELY 200 FEET TO A THREE SECTION BARN AND THE STATION.
 CM1463'
 CM1463'THE STATION IS A STANDARD BRASS DISK STAMPED 102-200 SET IN THE
 CM1463'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1463'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1463'102-200 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 29
 CM1463'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 17.9 FEET
 CM1463'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CENTER SECTION OF THE
 CM1463'THREE SECTION BARN, 23.0 FEET SOUTHWEST OF THE INSIDE CORNER OF
 CM1463'THE CENTER AND SOUTHERN SECTIONS, 48.0 FEET NORTHWEST OF THE
 CM1463'SOUTHWEST CORNER OF THE SOUTH SECTION, AND 253.0 FEET NORTH
 CM1463'OF A POWER POLE.
 CM1463'
 CM1463'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 74
 CM1463'AND COUNTY ROAD 103 TRAVEL NORTH ON COUNTY ROAD 103 FOR 0.75
 CM1463'MILE TO THE JUNCTION OF A FIELD ROAD AND WIRE GAP TO THE
 CM1463'RIGHT.  TURN RIGHT THROUGH THE GAP TRAVELING EASTERLY ALONG A
 CM1463'FENCELINE FOR APPROXIMATELY 300 FEET TO THE MARK.  IT IS A
 CM1463'STANDARD DISK STAMPED 102-200 AZMK, SET IN THE TOP OF A 10 INCH
 CM1463'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1463'GROUND.  IT IS LOCATED 1.9 FEET SOUTHEAST OF A WITNESS POST
 CM1463'LOCATED ON THE FENCELINE, 9.0 FEET SOUTH OF A 10 INCH PINE
 CM1463'TREE ON THE FENCELINE, AND 148.0 FEET NORTHEAST OF THE
 CM1463'CENTERLINE OF COUNTY ROAD 103.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1452 ***********************************************************************
 CM1452  DESIGNATION -  BV 102 201
 CM1452  PID         -  CM1452
 CM1452  STATE/COUNTY-  GA/MONROE
 CM1452  USGS QUAD   -  STROUDS (1974)
 CM1452
 CM1452                         *CURRENT SURVEY CONTROL
 CM1452  ___________________________________________________________________
 CM1452* NAD 83(1994)-  32 54 22.10932(N)    084 02 32.30476(W)     ADJUSTED  
 CM1452* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 CM1452  ___________________________________________________________________
 CM1452  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CM1452  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CM1452
 CM1452  HORZ ORDER  -  SECOND
 CM1452
 CM1452.The horizontal coordinates were established by classical geodetic methods
 CM1452.and adjusted by the National Geodetic Survey in September 1997..
 CM1452
 CM1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1452
 CM1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1452
 CM1452.The geoid height was determined by GEOID03.
 CM1452
 CM1452;                    North         East     Units Scale Factor Converg.
 CM1452;SPC GA W     -   322,200.031   711,632.952   MT  0.99990167   +0 04 03.2
 CM1452;SPC GA W     - 1,057,084.60  2,334,749.11   sFT  0.99990167   +0 04 03.2
 CM1452;UTM  16      - 3,644,762.993   776,638.262   MT  1.00054373   +1 36 28.2
 CM1452;UTM  17      - 3,644,988.405   215,444.638   MT  1.00059853   -1 39 14.0
 CM1452
 CM1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1452!SPC GA W     -   0.99997285  x   0.99990167  =   0.99987452
 CM1452!UTM  16      -   0.99997285  x   1.00054373  =   1.00051656
 CM1452!UTM  17      -   0.99997285  x   1.00059853  =   1.00057136
 CM1452
 CM1452|---------------------------------------------------------------------|
 CM1452| PID    Reference Object                     Distance      Geod. Az  |
 CM1452|                                                           dddmmss.s |
 CM1452| CM1451 BV 102 201 GADT 1974 PTA             25.136 METERS 18947     |
 CM1452| CM1473 CULLODEN MUN TANK                   APPROX. 6.8 KM 2250015.3 |
 CM1452| CY8542 BV 102 201 AZ MK                                   2295624.1 |
 CM1452|---------------------------------------------------------------------|
 CM1452
 CM1452                          SUPERSEDED SURVEY CONTROL
 CM1452
 CM1452  NAD 83(1986)-  32 54 22.11485(N)    084 02 32.30288(W) AD(       ) 2
 CM1452  NAD 27      -  32 54 21.63274(N)    084 02 32.62270(W) AD(       ) 2
 CM1452  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 CM1452
 CM1452.Superseded values are not recommended for survey control.
 CM1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1452.See file dsdata.txt to determine how the superseded data were derived.
 CM1452
 CM1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7663844763(NAD 83)
 CM1452_MARKER: DD = SURVEY DISK
 CM1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1452
 CM1452  HISTORY     - Date     Condition        Report By
 CM1452  HISTORY     - 1974     MONUMENTED       GADT
 CM1452
 CM1452                          STATION DESCRIPTION
 CM1452
 CM1452'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1452'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHEAST OF
 CM1452'CULLODEN, 5-1/4 MILES EAST-SOUTHEAST OF YATESVILLE, 10-3/4 MILES
 CM1452'SOUTHWEST OF FORSYTH, ON THE PROPERTY OF MR. W. C. DAVIES, P.O. BOX
 CM1452'308, FORSYTH.
 CM1452'
 CM1452'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 341
 CM1452'AND STATE ROUTE 74 LOCATED APPROXIMATELY 1 MILE NORTH OF CULLODEN,
 CM1452'TRAVEL EAST ALONG STATE ROUTE 74 FOR 4.1 MILES TO THE JUNCTION OF
 CM1452'COUNTY ROAD 107 (DAVIS ROAD) TO THE LEFT.  TURN LEFT TRAVELING
 CM1452'NORTHWESTERLY ALONG COUNTY ROAD 107 FOR 2.0 MILES TO THE STATION
 CM1452'ON THE LEFT.
 CM1452'
 CM1452'THE STATION IS A STANDARD BRASS DISK STAMPED 102-201, SET IN THE
 CM1452'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH SURFACE
 CM1452'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1452'102-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1452'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 23.0 FEET
 CM1452'SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 5.0 FEET SOUTHEAST
 CM1452'OF AN 8 INCH CEDAR TREE, 5.0 FEET SOUTH OF A WITNESS POST, AND
 CM1452'79.0 FEET NORTH OF A POWER POLE.
 CM1452'
 CM1452'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL NORTHWESTERLY
 CM1452'FOR 0.05 MILE TO THE TERMINATION OF COUNTY ROAD 107 AT THE
 CM1452'CROSSING OF COUNTY ROAD 102.  TURN LEFT TRAVELING SOUTHWESTERLY
 CM1452'ALONG COUNTY ROAD 102 FOR 0.8 MILE TO THE MARK ON THE RIGHT.  IT
 CM1452'IS A STANDARD DISK STAMPED 102-201 AZMK, SET IN THE TOP OF A 10
 CM1452'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1452'GROUND.  IT IS LOCATED 35.2 FEET NORTHWEST OF THE CENTERLINE
 CM1452'OF THE ROADWAY, 2.0 FEET SOUTHEAST OF A WITNESS POST, 19.8
 CM1452'FEET EAST OF A 10 INCH PINE TREE AND 21.0 FEET SOUTH OF AN 8
 CM1452'INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1453 ***********************************************************************
 CM1453  DESIGNATION -  BV 102 202
 CM1453  PID         -  CM1453
 CM1453  STATE/COUNTY-  GA/MONROE
 CM1453  USGS QUAD   -  STROUDS (1974)
 CM1453
 CM1453                         *CURRENT SURVEY CONTROL
 CM1453  ___________________________________________________________________
 CM1453* NAD 83(1994)-  32 55 46.70773(N)    084 05 12.54518(W)     ADJUSTED  
 CM1453* NAVD 88     -       234.     (meters)     768.     (feet)  VERTCON   
 CM1453  ___________________________________________________________________
 CM1453  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CM1453  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CM1453
 CM1453  HORZ ORDER  -  SECOND
 CM1453
 CM1453.The horizontal coordinates were established by classical geodetic methods
 CM1453.and adjusted by the National Geodetic Survey in September 1997..
 CM1453
 CM1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1453
 CM1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1453
 CM1453.The geoid height was determined by GEOID03.
 CM1453
 CM1453;                    North         East     Units Scale Factor Converg.
 CM1453;SPC GA W     -   324,801.912   707,467.276   MT  0.99990069   +0 02 36.3
 CM1453;SPC GA W     - 1,065,620.94  2,321,082.22   sFT  0.99990069   +0 02 36.3
 CM1453;UTM  16      - 3,647,253.491   772,401.473   MT  1.00051503   +1 35 04.6
 CM1453
 CM1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1453!SPC GA W     -   0.99996752  x   0.99990069  =   0.99986822
 CM1453!UTM  16      -   0.99996752  x   1.00051503  =   1.00048254
 CM1453
 CM1453:                Primary Azimuth Mark                     Grid Az
 CM1453:SPC GA W     -  BV 102 202 AZ MK                         091 57 49.9
 CM1453:UTM  16      -  BV 102 202 AZ MK                         090 25 21.6
 CM1453
 CM1453|---------------------------------------------------------------------|
 CM1453| PID    Reference Object                     Distance      Geod. Az  |
 CM1453|                                                           dddmmss.s |
 CM1453| CY8543 BV 102 202 AZ MK                                   0920026.2 |
 CM1453| CM1484 YATESVILLE MUN TANK                 APPROX. 5.5 KM 2504323.1 |
 CM1453| CM1454 BV 102 202 GADT 1974 PTA             24.309 METERS 31449     |
 CM1453|---------------------------------------------------------------------|
 CM1453
 CM1453                          SUPERSEDED SURVEY CONTROL
 CM1453
 CM1453  NAD 83(1986)-  32 55 46.71324(N)    084 05 12.54347(W) AD(       ) 2
 CM1453  NAD 27      -  32 55 46.23394(N)    084 05 12.85748(W) AD(       ) 2
 CM1453  NGVD 29 (07/19/86)  234.     (m)          768.     (f) VERT ANG       
 CM1453
 CM1453.Superseded values are not recommended for survey control.
 CM1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1453.See file dsdata.txt to determine how the superseded data were derived.
 CM1453
 CM1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7240147253(NAD 83)
 CM1453_MARKER: DD = SURVEY DISK
 CM1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1453
 CM1453  HISTORY     - Date     Condition        Report By
 CM1453  HISTORY     - 1974     MONUMENTED       GADT
 CM1453
 CM1453                          STATION DESCRIPTION
 CM1453
 CM1453'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1453'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-NORTHEAST
 CM1453'OF YATESVILLE, 4-1/2 MILES NORTH OF CULLODEN AND 9-1/2 MILES
 CM1453'SOUTH-SOUTHEAST OF BARNESVILLE ON THE PROPERTY OF MR. W.P. ELDER
 CM1453'JR.
 CM1453'
 CM1453'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 74 AND
 CM1453'U.S. HIGHWAY 341, LOCATED APPROXIMATELY 1 MILE NORTH OF CULLODEN,
 CM1453'TRAVEL NORTH ALONG U.S. HIGHWAY 341 FOR 2.15 MILES TO THE JUNCTION
 CM1453'OF STATE ROUTE 83 TO THE RIGHT.  CONTINUE TRAVELING NORTH ALONG
 CM1453'U.S. HIGHWAY 341 FOR 1.6 MILES TO THE CROSSING OF COUNTY ROAD
 CM1453'99.  TURN LEFT TRAVELING WEST ALONG COUNTY ROAD 99 FOR 0.3 MILE
 CM1453'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING WESTERLY
 CM1453'ALONG COUNTY ROAD 99 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 CM1453'
 CM1453'THE STATION IS A STANDARD BRASS DISK STAMPED 102-202, SET IN THE
 CM1453'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1453'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1453'102-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1453'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE
 CM1453'OPPOSITE SIDE OF THE ROAD NORTHEAST OF THE ELDER RESIDENCE, 40.3
 CM1453'FEET NORTH OF THE CENTERLINE OF THE ROADWAY, 4.8 FEET NORTHWEST
 CM1453'OF A WITNESS POST, 92.2 FEET NORTH-NORTHEAST OF A POWER POLE
 CM1453'ON THE OPPOSITE SIDE OF THE ROAD, AND 246.0 FEET
 CM1453'SOUTH-SOUTHEAST OF ANOTHER POWER POLE.
 CM1453'
 CM1453'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 102-202 AZMK, SET IN
 CM1453'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1453'SURFACE OF THE GROUND.  IT IS LOCATED 38.0 FEET SOUTH OF THE
 CM1453'CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A WITNESS POST, AND
 CM1453'20.6 FEET NORTHWEST OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2496 ***********************************************************************
 DF2496  DESIGNATION -  BV 102 203
 DF2496  PID         -  DF2496
 DF2496  STATE/COUNTY-  GA/MONROE
 DF2496  USGS QUAD   -  FORSYTH (1985)
 DF2496
 DF2496                         *CURRENT SURVEY CONTROL
 DF2496  ___________________________________________________________________
 DF2496* NAD 83(1994)-  33 01 47.37125(N)    083 57 39.53499(W)     ADJUSTED  
 DF2496* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 DF2496  ___________________________________________________________________
 DF2496  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DF2496  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DF2496
 DF2496  HORZ ORDER  -  SECOND
 DF2496
 DF2496.The horizontal coordinates were established by classical geodetic methods
 DF2496.and adjusted by the National Geodetic Survey in September 1997..
 DF2496
 DF2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2496
 DF2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2496
 DF2496.The geoid height was determined by GEOID03.
 DF2496
 DF2496;                    North         East     Units Scale Factor Converg.
 DF2496;SPC GA W     -   335,927.621   719,213.524   MT  0.99990455   +0 06 43.6
 DF2496;SPC GA W     - 1,102,122.54  2,359,619.70   sFT  0.99990455   +0 06 43.6
 DF2496;UTM  17      - 3,658,490.692   223,440.172   MT  1.00054317   -1 36 53.9
 DF2496;UTM  16      - 3,658,698.983   783,851.267   MT  1.00059356   +1 39 27.4
 DF2496
 DF2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2496!SPC GA W     -   0.99997275  x   0.99990455  =   0.99987730
 DF2496!UTM  17      -   0.99997275  x   1.00054317  =   1.00051590
 DF2496!UTM  16      -   0.99997275  x   1.00059356  =   1.00056629
 DF2496
 DF2496:                Primary Azimuth Mark                     Grid Az
 DF2496:SPC GA W     -  BV 102 203 AZ MK                         004 59 41.5
 DF2496:UTM  17      -  BV 102 203 AZ MK                         006 43 19.0
 DF2496:UTM  16      -  BV 102 203 AZ MK                         003 26 57.7
 DF2496
 DF2496|---------------------------------------------------------------------|
 DF2496| PID    Reference Object                     Distance      Geod. Az  |
 DF2496|                                                           dddmmss.s |
 DF2496| CY7525 BV 102 203 AZ MK                                   0050625.1 |
 DF2496| DF2500 FORSYTH N MUN TANK                  APPROX. 2.3 KM 0281219.7 |
 DF2496| DF2498 FORSYTH MUN TANK                    APPROX. 2.3 KM 0812555.5 |
 DF2496| DF2495 BV 102 203 GADT 1974 PTA             29.710 METERS 26410     |
 DF2496|---------------------------------------------------------------------|
 DF2496
 DF2496                          SUPERSEDED SURVEY CONTROL
 DF2496
 DF2496  NAD 83(1986)-  33 01 47.37698(N)    083 57 39.53416(W) AD(       ) 2
 DF2496  NAD 27      -  33 01 46.91296(N)    083 57 39.85551(W) AD(       ) 2
 DF2496  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 DF2496
 DF2496.Superseded values are not recommended for survey control.
 DF2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2496.See file dsdata.txt to determine how the superseded data were derived.
 DF2496
 DF2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2344058491(NAD 83)
 DF2496_MARKER: DD = SURVEY DISK
 DF2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF2496+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DF2496
 DF2496  HISTORY     - Date     Condition        Report By
 DF2496  HISTORY     - 1974     MONUMENTED       GADT
 DF2496  HISTORY     - 20040604 GOOD             METRIC
 DF2496
 DF2496                          STATION DESCRIPTION
 DF2496
 DF2496'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2496'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST OF
 DF2496'FORSYTH, 10-1/2 MILES EAST-SOUTHEAST OF BARNESVILLE, AND 10
 DF2496'MILES NORTHWEST OF BOLINGBROKE ON PROPERTY OWNED BY THE CITY OF
 DF2496'FORSYTH.
 DF2496'
 DF2496'TO REACH THE STATION FROM THE COURTHOUSE IN FORSYTH, LOCATED
 DF2496'AT THE INTERSECTION OF U.S. HIGHWAY 41 (EAST MAIN STREET) AND
 DF2496'STATE ROUTE 42 (SOUTH LEE STREET), GO WESTERLY ALONG U.S. HIGHWAY
 DF2496'41 FOR 0.95 MILE TO THE JUNCTION OF JOHNSON STREET REVERSE FORKING
 DF2496'TO THE RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY 41 FOR 0.4 MILE
 DF2496'TO A DIRT DRIVE TO THE LEFT AT THE NORTHEAST CORNER OF MONROE
 DF2496'HILLS MEMORIAL GARDENS CEMETERY.  TURN LEFT, FOLLOWING ALONG
 DF2496'THE DIRT DRIVE FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DF2496'
 DF2496'THE STATION IS A STANDARD BRASS DISK STAMPED 102-203, SET IN
 DF2496'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2496'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DF2496'DISK STAMPED 102-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2496'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2496'IS LOCATED 18.0 FEET WEST OF THE CENTERLINE OF THE DIRT DRIVE,
 DF2496'226.0 FEET SOUTHEAST OF THE CENTER OF THE BLACKWELL CEMETERY
 DF2496'HEADSTONE, 31.9 FEET EAST OF A 12 INCH PECAN TREE, 40.0 FEET
 DF2496'NORTHEAST OF ANOTHER 12 INCH PECAN TREE, 6.9 FEET NORTH OF A
 DF2496'WITNESS POST, AND 7.1 FEET NORTH OF ANOTHER 12 INCH PECAN
 DF2496'TREE.
 DF2496'
 DF2496'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 41
 DF2496'AND JOHNSON STREET, TRAVEL NORTHERLY ALONG JOHNSON STREET FOR
 DF2496'0.2 MILE TO THE JUNCTION OF COUNTRY CLUB ROAD TO THE
 DF2496'LEFT.  TURN LEFT, GOING NORTHWESTERLY FOR 0.6 MILE TO THE
 DF2496'NATIONAL GUARD ARMORY DRIVEWAY FORKING TO THE LEFT.  TURN LEFT,
 DF2496'FOLLOWING THE DRIVEWAY FOR 0.2 MILE TO THE AZIMUTH MARK
 DF2496'LOCATED AT THE SOUTHWEST CORNER OF THE ARMORY.  IT IS A
 DF2496'STANDARD DISK STAMPED 102-203 AZMK, SET IN THE TOP OF A 10
 DF2496'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2496'GROUND.  IT IS LOCATED 25.2 FEET SOUTHEAST OF THE
 DF2496'WESTERNMOST SOUTHWEST CORNER OF THE ARMORY BUILDING, 9.0
 DF2496'FEET NORTHWEST OF THE EASTERNMOST SOUTHWEST CORNER, 2.0 FEET
 DF2496'SOUTHWEST OF A WITNESS POST, AND 45.7 FEET NORTHWEST OF
 DF2496'AN 18 INCH TWIN PINE TREE.
 DF2496
 DF2496                          STATION RECOVERY (2004)
 DF2496
 DF2496'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2776 ***********************************************************************
 CL2776  DESIGNATION -  BV 102 204
 CL2776  PID         -  CL2776
 CL2776  STATE/COUNTY-  GA/MONROE
 CL2776  USGS QUAD   -  MORAN (1974)
 CL2776
 CL2776                         *CURRENT SURVEY CONTROL
 CL2776  ___________________________________________________________________
 CL2776* NAD 83(1994)-  32 51 35.16658(N)    083 57 01.13199(W)     ADJUSTED  
 CL2776* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 CL2776  ___________________________________________________________________
 CL2776  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CL2776  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CL2776
 CL2776  HORZ ORDER  -  SECOND
 CL2776
 CL2776.The horizontal coordinates were established by classical geodetic methods
 CL2776.and adjusted by the National Geodetic Survey in September 1997..
 CL2776
 CL2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2776
 CL2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2776
 CL2776.The geoid height was determined by GEOID03.
 CL2776
 CL2776;                    North         East     Units Scale Factor Converg.
 CL2776;SPC GA W     -   317,071.556   720,248.730   MT  0.99990505   +0 07 02.6
 CL2776;SPC GA W     - 1,040,258.93  2,363,016.04   sFT  0.99990505   +0 07 02.6
 CL2776;UTM  17      - 3,639,600.002   223,908.204   MT  1.00054001   -1 36 06.5
 CL2776;UTM  16      - 3,639,864.536   785,394.569   MT  1.00060443   +1 39 21.0
 CL2776
 CL2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2776!SPC GA W     -   0.99997754  x   0.99990505  =   0.99988260
 CL2776!UTM  17      -   0.99997754  x   1.00054001  =   1.00051754
 CL2776!UTM  16      -   0.99997754  x   1.00060443  =   1.00058196
 CL2776
 CL2776|---------------------------------------------------------------------|
 CL2776| PID    Reference Object                     Distance      Geod. Az  |
 CL2776|                                                           dddmmss.s |
 CL2776| CL2775 BV 102 204 GADT 1974 PTA             13.135 METERS 13956     |
 CL2776| CY7526 BV 102 204 AZ MK                                   3404820.5 |
 CL2776|---------------------------------------------------------------------|
 CL2776
 CL2776                          SUPERSEDED SURVEY CONTROL
 CL2776
 CL2776  NAD 83(1986)-  32 51 35.17188(N)    083 57 01.13047(W) AD(       ) 2
 CL2776  NAD 27      -  32 51 34.68265(N)    083 57 01.45867(W) AD(       ) 2
 CL2776  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 CL2776
 CL2776.Superseded values are not recommended for survey control.
 CL2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2776.See file dsdata.txt to determine how the superseded data were derived.
 CL2776
 CL2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2390839600(NAD 83)
 CL2776_MARKER: DD = SURVEY DISK
 CL2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2776
 CL2776  HISTORY     - Date     Condition        Report By
 CL2776  HISTORY     - 1974     MONUMENTED       GADT
 CL2776
 CL2776                          STATION DESCRIPTION
 CL2776
 CL2776'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2776'THE STATION IS LOCATED APPROXIMATELY 10-1/4 MILES NORTH-NORTHWEST
 CL2776'OF ROBERTA, 12 MILES SOUTH OF FORSYTH, AND 10-1/2 MILES SOUTHWEST
 CL2776'OF BOLINGBROKE ON THE PROPERTY OF MR. S. H. LINDSEY, ROUTE 4,
 CL2776'FORSYTH, PHONE 994-5575.
 CL2776'
 CL2776'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 475 AND
 CL2776'STATE ROUTE 74, LOCATED ABOUT 6 MILES WEST OF MACON, GO WEST ALONG
 CL2776'STATE ROUTE 74 FOR 3.5 MILES TO THE JUNCTION OF LOWER THOMASTON
 CL2776'ROAD (COUNTY ROAD 91993) FORKING TO THE LEFT.  CONTINUE ALONG
 CL2776'STATE ROUTE 74 FOR 3.65 MILES TO THE JUNCTION OF BONNER AND
 CL2776'GILBERT ROAD (COUNTY ROAD 55) TO THE LEFT.  CONTINUE WEST ALONG
 CL2776'STATE ROUTE 74 TO THE JUNCTION OF MAYNARD MILL ROAD (COUNTY
 CL2776'ROAD 91700) TO THE RIGHT AND MONTPELIER STATION ROAD (COUNTY
 CL2776'ROAD 97) TO THE LEFT.  CONTINUE WEST ALONG STATE ROUTE 74 FOR
 CL2776'2.7 MILES TO THE JUNCTION OF BAGLEY ROAD (COUNTY ROAD 94) TO THE
 CL2776'LEFT.  CONTINUE WESTERLY ALONG STATE ROUTE 74 FOR 1.8 MILES TO THE
 CL2776'JUNCTION OF BAZEMORE ROAD (COUNTY ROAD 93) TO THE LEFT.  TURN
 CL2776'LEFT, GOING SOUTH ALONG BAZEMORE ROAD FOR 1.2 MILES TO THE
 CL2776'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTHEASTERLY ALONG
 CL2776'BAZEMORE ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 CL2776'
 CL2776'THE STATION IS A STANDARD BRASS DISK STAMPED 102-204, SET IN THE
 CL2776'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2776'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2776'102-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CL2776'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 36.6 FEET
 CL2776'NORTH-NORTHWEST OF THE WESTERNMOST CORNER OF A BLOCK DAIRY BARN,
 CL2776'29.6 FEET NORTH-NORTHWEST OF THE EASTERNMOST NORTH CORNER OF
 CL2776'THE BARN, 61.0 FEET WEST-NORTHWEST OF THE NORTHERNMOST CORNER
 CL2776'OF THE BARN, AND 2.8 FEET SOUTHEAST OF A WITNESS POST SET AT A
 CL2776'FENCELINE.
 CL2776'
 CL2776'THE AZIMUTH MARK IS LOCATED 220.0 FEET EAST-NORTHEAST OF THE
 CL2776'CENTERLINE OF THE ROAD, 50.0 FEET SOUTHEAST OF A FENCE CORNER POST
 CL2776'BETWEEN THE ROAD AND A CONCRETE BLOCK DAIRY BARN, 7.6 FEET
 CL2776'SOUTHEAST OF THE WESTERNMOST SOUTH CORNER OF THE DAIRY BARN, 16.8
 CL2776'FEET SOUTHWEST OF THE EASTERNMOST SOUTH CORNER OF THE BARN, AND
 CL2776'1.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2776'STAMPED 102-204 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2776'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2640 ***********************************************************************
 CL2640  DESIGNATION -  BV 102 205
 CL2640  PID         -  CL2640
 CL2640  STATE/COUNTY-  GA/MONROE
 CL2640  USGS QUAD   -  MACON NW (1985)
 CL2640
 CL2640                         *CURRENT SURVEY CONTROL
 CL2640  ___________________________________________________________________
 CL2640* NAD 83(1994)-  32 56 53.37469(N)    083 43 56.79262(W)     ADJUSTED  
 CL2640* NAVD 88     -       151.     (meters)     495.     (feet)  VERTCON   
 CL2640  ___________________________________________________________________
 CL2640  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CL2640  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CL2640
 CL2640  HORZ ORDER  -  SECOND
 CL2640
 CL2640.The horizontal coordinates were established by classical geodetic methods
 CL2640.and adjusted by the National Geodetic Survey in September 1997..
 CL2640
 CL2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2640
 CL2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2640
 CL2640.The geoid height was determined by GEOID03.
 CL2640
 CL2640;                    North         East     Units Scale Factor Converg.
 CL2640;SPC GA W     -   326,936.327   740,599.468   MT  0.99992032   +0 14 10.2
 CL2640;SPC GA W     - 1,072,623.60  2,429,783.42   sFT  0.99992032   +0 14 10.2
 CL2640;UTM  17      - 3,648,854.262   244,557.601   MT  1.00040463   -1 29 12.9
 CL2640
 CL2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2640!SPC GA W     -   0.99998055  x   0.99992032  =   0.99990087
 CL2640!UTM  17      -   0.99998055  x   1.00040463  =   1.00038517
 CL2640
 CL2640:                Primary Azimuth Mark                     Grid Az
 CL2640:SPC GA W     -  MACON VINEVILLE AVE MUN TANK             156 59 48.6
 CL2640:UTM  17      -  MACON VINEVILLE AVE MUN TANK             158 43 11.7
 CL2640
 CL2640|---------------------------------------------------------------------|
 CL2640| PID    Reference Object                     Distance      Geod. Az  |
 CL2640|                                                           dddmmss.s |
 CL2640| CL2630 MACON VINEVILLE AVE MUN TANK        APPROX. 9.9 KM 1571358.8 |
 CL2640| CY7527 BV 102 205 AZ MK                                   1621007.0 |
 CL2640| CL2639 BV 102 205 GADT 1974 PTA             22.802 METERS 23044     |
 CL2640|---------------------------------------------------------------------|
 CL2640
 CL2640                          SUPERSEDED SURVEY CONTROL
 CL2640
 CL2640  NAD 83(1986)-  32 56 53.37943(N)    083 43 56.79126(W) AD(       ) 2
 CL2640  NAD 27      -  32 56 52.88878(N)    083 43 57.14069(W) AD(       ) 2
 CL2640  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG       
 CL2640
 CL2640.Superseded values are not recommended for survey control.
 CL2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2640.See file dsdata.txt to determine how the superseded data were derived.
 CL2640
 CL2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4455848854(NAD 83)
 CL2640_MARKER: DD = SURVEY DISK
 CL2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2640_STAMPING: 102-205
 CL2640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2640+STABILITY: SURFACE MOTION
 CL2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2640+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1994
 CL2640
 CL2640  HISTORY     - Date     Condition        Report By
 CL2640  HISTORY     - 1974     MONUMENTED       GADT
 CL2640  HISTORY     - 19940101 GOOD             LOCSUR
 CL2640
 CL2640                          STATION DESCRIPTION
 CL2640
 CL2640'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2640'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF BOLINGBROKE,
 CL2640'13-1/2 MILES SOUTHEAST OF FORSYTH, AND 10 MILES NORTHWEST OF MACON
 CL2640'ON PROPERTY OF THE RIVERSIDE GOLF AND COUNTRY CLUB.
 CL2640'
 CL2640'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 CL2640'STATE ROUTE 361 (BASS ROAD), LOCATED APPROXIMATELY 9 MILES
 CL2640'NORTHWEST OF MACON, TRAVEL NORTHEASTERLY ALONG STATE ROUTE 361
 CL2640'FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 19 SPUR
 CL2640'CROSSING.  CONTINUE NORTHEASTERLY ALONG STATE ROUTE 361 FOR 0.45
 CL2640'MILE TO ITS TERMINATION AT THE JUNCTION OF U.S. HIGHWAY 23
 CL2640'(STATE ROUTE 87) CROSSING.  TURN LEFT ON U.S. HIGHWAY 23,
 CL2640'TRAVELING NORTH FOR 0.65 MILE TO THE JUNCTION OF COUNTY
 CL2640'ROAD 80 (WESLEYAN ROAD OR COUNTRY CLUB ROAD).  TURN LEFT ON
 CL2640'COUNTY ROAD 80, GOING WEST FOR 0.2 MILE TO A DRIVEWAY TO THE
 CL2640'H.E. SHIER RESIDENCE TO THE LEFT.  CONTINUE WEST AND THEN
 CL2640'NORTH FOR 0.45 MILE TO THE RIVERSIDE CLUB DRIVEWAY ON THE
 CL2640'LEFT.  TURN LEFT INTO THE DRIVEWAY TRAVELING WESTERLY
 CL2640'FOR 0.15 MILE TO THE GOLF CART PARKING SHED AND THE STATION.
 CL2640'
 CL2640'THE STATION IS A STANDARD BRASS DISK STAMPED 102-205, SET IN
 CL2640'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2640'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2640'STAMPED 102-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2640'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2640'LOCATED 70.8 FEET SOUTH-SOUTHWEST OF THE SOUTHERNMOST
 CL2640'SOUTHWEST CORNER OF THE RIVERSIDE GOLF AND COUNTRY CLUB LOUNGE
 CL2640'AND PRO SHOP BUILDING, 116.5 FEET SOUTH OF THE WESTERNMOST
 CL2640'SOUTHWEST CORNER OF THE BUILDING, 38.5 FEET WEST OF A
 CL2640'WITNESS POST SET AT THE NORTHWEST CORNER OF A TOOL SHED, 11.0
 CL2640'FEET SOUTH OF THE SOUTH EDGE OF AN ASPHALT PAVED WALKWAY, AND
 CL2640'140.0 FEET NORTHEAST OF A 40 INCH SUGARBERRY TREE.
 CL2640'
 CL2640'THE AZIMUTH MARK IS ON THE PROPERTY OF MR. H.E. SHIER.  TO REACH
 CL2640'THE MARK FROM THE JUNCTION OF COUNTY ROAD 80 AND THE DRIVEWAY TO
 CL2640'THE H.E. SHIER RESIDENCE, GO SOUTH ALONG THE DRIVEWAY TURNING LEFT
 CL2640'AT THE RESIDENCE FOR 0.05 MILE TO A METAL GATE TO A FIELD.  GO
 CL2640'THROUGH THE GATE, TURNING RIGHT AND TRAVELING WESTERLY FOR 0.1
 CL2640'MILE TO A BARN.  CONTINUE PAST THE BARN FOLLOWING A FENCELINE
 CL2640'ON THE RIGHT WESTERLY FOR 0.2 MILE TO A FENCE CORNER AT THE
 CL2640'NORTHWEST CORNER OF THE FIELD AND THE MARK.  IT IS A STANDARD
 CL2640'DISK STAMPED 102-205 AZMK, SET IN THE TOP OF A 10 INCH
 CL2640'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CL2640'IT IS LOCATED 2.5 FEET SOUTH OF A WITNESS POST, 28.5 FEET
 CL2640'SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCELINES, 41.5 FEET
 CL2640'SOUTHEAST OF A 7 INCH PERSIMMON TREE NORTHWEST OF THE FENCE
 CL2640'CORNER, 49 FEET SOUTHWEST OF A 9 INCH PERSIMMON TREE ON THE
 CL2640'NORTH SIDE OF THE FENCE, AND APPROXIMATELY 500 FEET SOUTH OF
 CL2640'THE CENTERLINE OF COUNTY ROAD 80.
 CL2640
 CL2640                          STATION RECOVERY (1994)
 CL2640
 CL2640'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994 (JXN)
 CL2640'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) EAST FROM BOLINGBROKE, 13.5
 CL2640'MI (21.7 KM) SOUTHHEAST FROM FORSYTH, AND 10 MI (16.1 KM) NORTHWEST
 CL2640'FROM MACON. --OWNERSHIP-- RIVERSIDE GOLF AND COUNTRY CLUB. TO REACH
 CL2640'THE STATION FROM THE JUNCTION OF STATE ROUTE 361 (BASS ROAD) WITH
 CL2640'INTERSTATE HIGHWAY 75 MI (14.5 KM) NORTHWEST FROM MACON, GO NORTHEAST
 CL2640'ON ROUTE 361 FOR 0.6 MI (1.0 KM) TO STATE ROUTE 19 SPUR. CONTINUE
 CL2640'NORTHEAST ON ROUTE 361 FOR 0.45 MI (0.72 KM) TO END OF ROAD AT U.S.
 CL2640'HIGHWAY 23 (STATE ROUTE 87).  TURN LEFT AND GO NORTH ON HIGHWAY 23 FOR
 CL2640'0.65 MI (1.05 KM) TO COUNTY ROAD 80 (WESLEYAN OR COUNTRY CLUB ROAD).
 CL2640'TURN LEFT AND GO WEST ON ROAD 80 FOR 0.2 MI (0.3 KM) TO A DRIVEWAY FOR
 CL2640'THE H.E.SHIER RESIDENCE AND AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 CL2640'THEN NORTH ON ROAD 80 FOR 0.45 MI (0.72 KM) TO THE RIVERSIDE CLUB
 CL2640'DRIVEWAY ON THE LEFT.  TURN LEFT ON DRIVEWAY AND GO WEST FOR 0.15 MI
 CL2640'(0.24 KM) TO THE GOLF CART PARKING SHED AND STATION. THE STATION MARKS
 CL2640'ARE STANDARD BRASS DISKS STAMPED --102-205--.  THE SURFACE MARK IS SET
 CL2640'IN THE TOP OF A 10 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 CL2640'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE RECESSED
 CL2640'0.76 M (2.49 FT) BELOW GROUND. THE STATION IS LOCATED 70.8 FT (21.6 M)
 CL2640'SOUTH-SOUTHWEST FROM THE SOUTHMOST SOUTHWEST CORNER OF THE LOUNGE/PRO
 CL2640'SHOP BUILDING, 116.5 FT (35.5 M) SOUTH FROM THE WESTMOST SOUTHWEST
 CL2640'CORNER OF THE BUILDING, 38.5 FT (11.7 M) WEST FROM A WITNESS POST AT
 CL2640'THE NORTHWEST CORNER OF A TOOL SHED, 11 FT (3.4 M) SOUTH FROM A THE
 CL2640'SOUTH EDGE OF AN ASPHALT WALKWAY, AND 140 FT (42.7 M) NORTHEAST FROM A
 CL2640'40 INCH SUGARBERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2748 ***********************************************************************
 CL2748  DESIGNATION -  BV 102 206
 CL2748  PID         -  CL2748
 CL2748  STATE/COUNTY-  GA/MONROE
 CL2748  USGS QUAD   -  BOLINGBROKE (1985)
 CL2748
 CL2748                         *CURRENT SURVEY CONTROL
 CL2748  ___________________________________________________________________
 CL2748* NAD 83(1994)-  32 54 40.16718(N)    083 51 46.85976(W)     ADJUSTED  
 CL2748* NAVD 88     -       151.     (meters)     495.     (feet)  VERTCON   
 CL2748  ___________________________________________________________________
 CL2748  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CL2748  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CL2748
 CL2748  HORZ ORDER  -  SECOND
 CL2748
 CL2748.The horizontal coordinates were established by classical geodetic methods
 CL2748.and adjusted by the National Geodetic Survey in September 1997..
 CL2748
 CL2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2748
 CL2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2748
 CL2748.The geoid height was determined by GEOID03.
 CL2748
 CL2748;                    North         East     Units Scale Factor Converg.
 CL2748;SPC GA W     -   322,790.307   728,402.695   MT  0.99990994   +0 09 53.9
 CL2748;SPC GA W     - 1,059,021.20  2,389,767.84   sFT  0.99990994   +0 09 53.9
 CL2748;UTM  17      - 3,645,074.692   232,235.209   MT  1.00048415   -1 33 23.4
 CL2748
 CL2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2748!SPC GA W     -   0.99998054  x   0.99990994  =   0.99989048
 CL2748!UTM  17      -   0.99998054  x   1.00048415  =   1.00046468
 CL2748
 CL2748:                Primary Azimuth Mark                     Grid Az
 CL2748:SPC GA W     -  BV 102 206 AZ MK                         139 50 18.5
 CL2748:UTM  17      -  BV 102 206 AZ MK                         141 33 35.8
 CL2748
 CL2748|---------------------------------------------------------------------|
 CL2748| PID    Reference Object                     Distance      Geod. Az  |
 CL2748|                                                           dddmmss.s |
 CL2748| CY7528 BV 102 206 AZ MK                                   1400012.4 |
 CL2748| CL2747 BV 102 206 GADT 1974 PTA             27.997 METERS 14415     |
 CL2748|---------------------------------------------------------------------|
 CL2748
 CL2748                          SUPERSEDED SURVEY CONTROL
 CL2748
 CL2748  NAD 83(1986)-  32 54 40.17231(N)    083 51 46.85824(W) AD(       ) 2
 CL2748  NAD 27      -  32 54 39.68420(N)    083 51 47.19304(W) AD(       ) 2
 CL2748  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG       
 CL2748
 CL2748.Superseded values are not recommended for survey control.
 CL2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2748.See file dsdata.txt to determine how the superseded data were derived.
 CL2748
 CL2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3223545075(NAD 83)
 CL2748_MARKER: DD = SURVEY DISK
 CL2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2748
 CL2748  HISTORY     - Date     Condition        Report By
 CL2748  HISTORY     - 1974     MONUMENTED       GADT
 CL2748
 CL2748                          STATION DESCRIPTION
 CL2748
 CL2748'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2748'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHWEST OF
 CL2748'BOLINGBROKE, 9-1/2 MILES SOUTH-SOUTHEAST OF FORSYTH, AND 14-3/4
 CL2748'MILES WEST-NORTHWEST OF MACON ON COUNTY RIGHT OF WAY.
 CL2748'
 CL2748'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41
 CL2748'(STATE ROUTE 19) AND INTERSTATE 475, LOCATED 3/4 MILE NORTHWEST OF
 CL2748'BOLINBROKE, TRAVEL WESTERLY ALONG U.S. HIGHWAY 41 FOR 1.9 MILES
 CL2748'TO THE JUNCTION OF COUNTY ROAD 55 (SHI ROAD) TO THE LEFT.  TURN
 CL2748'LEFT, TRAVELING SOUTHWESTERLY FOR 1.7 MILES TO THE JUNCTION OF
 CL2748'MOORE ROAD TO THE LEFT.  TURN LEFT, FOLLOWING MOORE ROAD IN A
 CL2748'SOUTHERLY DIRECTION FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 CL2748'
 CL2748'THE STATION IS A STANDARD BRASS DISK STAMPED 102-206, SET IN THE
 CL2748'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST ONE INCH BELOW THE
 CL2748'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2748'STAMPED 102-206, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2748'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2748'LOCATED 14.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 125.0
 CL2748'FEET SOUTHWEST OF A 24 INCH PINE TREE, 3.5 FEET SOUTHEAST OF A
 CL2748'WITNESS POST, AND 53.5 FEET WEST OF A 14 INCH OAK TREE AT A
 CL2748'FENCELINE LOCATED ON THE NORTHEAST SIDE OF THE ROAD.
 CL2748'
 CL2748'TO REACH THE AZIMUTH MARK CONTINUE ALONG MOORE ROAD FOR 0.15 MILE
 CL2748'TO THE MARK ON THE LEFT.  IT IS LOCATED 15 FEET NORTHEAST OF THE
 CL2748'CENTERLINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST,
 CL2748'128.0 FEET SOUTH OF A 10 INCH PINE TREE LOCATED ON THE NORTHEAST
 CL2748'SIDE OF A FENCELINE, AND 138.0 FEET NORTHWEST OF A 12 INCH PINE
 CL2748'TREE ON THE SOUTHWEST SIDE OF THE FENCELINE.  THE MARK IS A
 CL2748'STANDARD DISK STAMPED 102-206 AZMK, SET IN THE TOP OF A 10 INCH
 CL2748'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2748'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2750 ***********************************************************************
 CL2750  DESIGNATION -  BV 102 207
 CL2750  PID         -  CL2750
 CL2750  STATE/COUNTY-  GA/MONROE
 CL2750  USGS QUAD   -  BOLINGBROKE (1985)
 CL2750
 CL2750                         *CURRENT SURVEY CONTROL
 CL2750  ___________________________________________________________________
 CL2750* NAD 83(1994)-  32 56 22.26399(N)    083 46 54.28667(W)     ADJUSTED  
 CL2750* NAVD 88     -       180.5    (meters)     592.     (feet)  VERTCON   
 CL2750  ___________________________________________________________________
 CL2750  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CL2750  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CL2750
 CL2750  HORZ ORDER  -  SECOND
 CL2750
 CL2750.The horizontal coordinates were established by classical geodetic methods
 CL2750.and adjusted by the National Geodetic Survey in September 1997..
 CL2750
 CL2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2750
 CL2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2750
 CL2750.The geoid height was determined by GEOID03.
 CL2750
 CL2750;                    North         East     Units Scale Factor Converg.
 CL2750;SPC GA W     -   325,960.079   735,993.081   MT  0.99991597   +0 12 33.5
 CL2750;SPC GA W     - 1,069,420.69  2,414,670.63   sFT  0.99991597   +0 12 33.5
 CL2750;UTM  17      - 3,648,016.531   239,921.622   MT  1.00043410   -1 30 48.4
 CL2750
 CL2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2750!SPC GA W     -   0.99997590  x   0.99991597  =   0.99989187
 CL2750!UTM  17      -   0.99997590  x   1.00043410  =   1.00040999
 CL2750
 CL2750:                Primary Azimuth Mark                     Grid Az
 CL2750:SPC GA W     -  BV 102 207 AZ MK                         088 56 24.0
 CL2750:UTM  17      -  BV 102 207 AZ MK                         090 39 45.9
 CL2750
 CL2750|---------------------------------------------------------------------|
 CL2750| PID    Reference Object                     Distance      Geod. Az  |
 CL2750|                                                           dddmmss.s |
 CL2750| CY7529 BV 102 207 AZ MK                                   0890857.5 |
 CL2750|---------------------------------------------------------------------|
 CL2750
 CL2750                          SUPERSEDED SURVEY CONTROL
 CL2750
 CL2750  NAD 83(1986)-  32 56 22.26906(N)    083 46 54.28518(W) AD(       ) 2
 CL2750  NAD 27      -  32 56 21.77727(N)    083 46 54.63122(W) AD(       ) 2
 CL2750  NGVD 29 (07/19/86)  180.6    (m)          593.     (f) VERT ANG       
 CL2750
 CL2750.Superseded values are not recommended for survey control.
 CL2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2750.See file dsdata.txt to determine how the superseded data were derived.
 CL2750
 CL2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3992248017(NAD 83)
 CL2750_MARKER: DD = SURVEY DISK
 CL2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2750
 CL2750  HISTORY     - Date     Condition        Report By
 CL2750  HISTORY     - 1974     MONUMENTED       GADT
 CL2750
 CL2750                          STATION DESCRIPTION
 CL2750
 CL2750'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2750'THE STATION IS LOCATED AT THE STATE ROUTE 19 SPUR BRIDGE OVER
 CL2750'INTERSTATE 75, APPROXIMATELY 1-1/2 MILES SOUTHEAST OF BOLINGBROKE,
 CL2750'11-1/2 MILES NORTHWEST OF MACON, AND 15-1/4 MILES WEST-SOUTHWEST
 CL2750'OF GRAY ON STATE RIGHT OF WAY.
 CL2750'
 CL2750'THE STATION IS A STANDARD BRASS DISK STAMPED 102-207, SET IN
 CL2750'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2750'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2750'STAMPED 102-207, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2750'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2750'LOCATED 22.5 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE
 CL2750'19 SPUR, 115.0 FEET NORTHEAST OF THE POINT OF INTERSECTION OF
 CL2750'THE CENTERLINES OF STATE ROUTE 19 SPUR AND THE INTERSTATE 75
 CL2750'SOUTHBOUND ENTRANCE RAMP, 192.0 FEET SOUTH OF THE CENTERLINE OF
 CL2750'STATE ROUTE 19 SPUR AT THE SOUTHWEST END OF THE BRIDGE OVER
 CL2750'INTERSTATE 75, 184.0 FEET SOUTH OF THE SOUTHEAST CORNER OF
 CL2750'THE BRIDGE END POST, AND 4.5 FEET NORTHWEST OF A WITNESS
 CL2750'POST.
 CL2750'
 CL2750'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ON
 CL2750'INTERSTATE 75 FOR 1.0 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CL2750'STANDARD DISK STAMPED 102-207 AZMK, SET IN THE TOP OF A 10 INCH
 CL2750'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CL2750'IT IS LOCATED ON INTERSTATE 75 RIGHT OF WAY AT THE BOLINGREEN
 CL2750'NURSING HOME, 81.0 FEET SOUTH OF THE CENTERLINE OF THE
 CL2750'SOUTHBOUND LANE OF INTERSTATE 75, 6.0 FEET NORTHWEST OF A POWER
 CL2750'POLE, AND 11.0 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2778 ***********************************************************************
 CL2778  DESIGNATION -  BV 102 208
 CL2778  PID         -  CL2778
 CL2778  STATE/COUNTY-  GA/MONROE
 CL2778  USGS QUAD   -  SMARR (1974)
 CL2778
 CL2778                         *CURRENT SURVEY CONTROL
 CL2778  ___________________________________________________________________
 CL2778* NAD 83(1994)-  32 55 24.20217(N)    083 55 18.95890(W)     ADJUSTED  
 CL2778* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 CL2778  ___________________________________________________________________
 CL2778  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CL2778  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CL2778
 CL2778  HORZ ORDER  -  SECOND
 CL2778
 CL2778.The horizontal coordinates were established by classical geodetic methods
 CL2778.and adjusted by the National Geodetic Survey in September 1997..
 CL2778
 CL2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2778
 CL2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2778
 CL2778.The geoid height was determined by GEOID03.
 CL2778
 CL2778;                    North         East     Units Scale Factor Converg.
 CL2778;SPC GA W     -   324,132.406   722,888.630   MT  0.99990646   +0 07 58.9
 CL2778;SPC GA W     - 1,063,424.40  2,371,677.11   sFT  0.99990646   +0 07 58.9
 CL2778;UTM  17      - 3,646,582.760   226,760.709   MT  1.00052067   -1 35 20.8
 CL2778;UTM  16      - 3,646,998.816   787,845.517   MT  1.00062175   +1 40 26.9
 CL2778
 CL2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2778!SPC GA W     -   0.99997756  x   0.99990646  =   0.99988402
 CL2778!UTM  17      -   0.99997756  x   1.00052067  =   1.00049822
 CL2778!UTM  16      -   0.99997756  x   1.00062175  =   1.00059930
 CL2778
 CL2778:                Primary Azimuth Mark                     Grid Az
 CL2778:SPC GA W     -  BV 102 208 AZ MK                         325 52 01.6
 CL2778:UTM  17      -  BV 102 208 AZ MK                         327 35 21.3
 CL2778:UTM  16      -  BV 102 208 AZ MK                         324 19 33.6
 CL2778
 CL2778|---------------------------------------------------------------------|
 CL2778| PID    Reference Object                     Distance      Geod. Az  |
 CL2778|                                                           dddmmss.s |
 CL2778| CY7530 BV 102 208 AZ MK                                   3260000.5 |
 CL2778| CL2779 BV 102 208 GADT 1974 PTA             18.209 METERS 33851     |
 CL2778|---------------------------------------------------------------------|
 CL2778
 CL2778                          SUPERSEDED SURVEY CONTROL
 CL2778
 CL2778  NAD 83(1986)-  32 55 24.20741(N)    083 55 18.95733(W) AD(       ) 2
 CL2778  NAD 27      -  32 55 23.72348(N)    083 55 19.28558(W) AD(       ) 2
 CL2778  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 CL2778
 CL2778.Superseded values are not recommended for survey control.
 CL2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2778.See file dsdata.txt to determine how the superseded data were derived.
 CL2778
 CL2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2676146583(NAD 83)
 CL2778_MARKER: DD = SURVEY DISK
 CL2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2778
 CL2778  HISTORY     - Date     Condition        Report By
 CL2778  HISTORY     - 1974     MONUMENTED       GADT
 CL2778
 CL2778                          STATION DESCRIPTION
 CL2778
 CL2778'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2778'THE STATION IS LOCATED APPROXIMATELY 7-3/4 MILES SOUTH OF
 CL2778'FORSYTH, 10-3/4 MILES EAST-NORTHEAST OF CULLODEN, AND 7-1/4
 CL2778'MILES WEST-SOUTHWEST OF BOLINGBROKE ON COUNTY RIGHT OF WAY.
 CL2778'
 CL2778'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 475 AND
 CL2778'STATE ROUTE 74, LOCATED 6 MILES WEST OF MACON, TRAVEL WESTERLY
 CL2778'ON STATE ROUTE 74 FOR 3.5 MILES TO THE JUNCTION OF LOWER
 CL2778'THOMASTON ROAD (COUNTY ROAD 91993) FORKING TO THE LEFT.  CONTINUE
 CL2778'WESTERLY ON STATE ROUTE 74 FOR 3.65 MILES TO THE JUNCTION OF
 CL2778'BONNER AND GILBERT ROAD (COUNTY ROAD 55) TO THE LEFT.  CONTINUE
 CL2778'WESTERLY ON STATE ROUTE 74 FOR 2.8 MILES TO A CROSSROAD
 CL2778'(MONTPELIER STATION ROAD (COUNTY ROAD 97) TO THE LEFT AND MAYNARDS
 CL2778'MILL ROAD (COUNTY ROAD 91700) TO THE RIGHT).  TURN RIGHT ON
 CL2778'MAYNARDS MILL ROAD, TRAVELING NORTHERLY FOR 2.1 MILES TO A
 CL2778'BRIDGE OVER TOBESOFKEE CREEK.  CONTINUE NORTHWESTERLY
 CL2778'ON MAYNARDS MILL ROAD FOR 2.1 MILES TO ROGERS CHURCH ROAD
 CL2778'(COUNTY ROAD 54) TO THE LEFT.  CONTINUE NORTHWESTERLY ON
 CL2778'MAYNARDS MILL ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CL2778'
 CL2778'THE STATION IS A STANDARD BRASS DISK STAMPED 102-208, SET IN
 CL2778'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2778'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2778'STAMPED 102-203 (SIC), SET IN AN IRREGULAR MASS OF CONCRETE
 CL2778'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2778'LOCATED 29 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5.5
 CL2778'FEET NORTHEAST OF A WITNESS POST SET AT A FENCELINE, 185.5 FEET
 CL2778'NORTHWEST OF A POWER POLE, 236 FEET SOUTHEAST OF A POWER POLE,
 CL2778'AND 157 FEET SOUTHEAST OF A 14 INCH CHINABERRY TREE ON THE
 CL2778'FENCELINE.
 CL2778'
 CL2778'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWESTERLY
 CL2778'ON MAYNARDS MILL ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.  IT
 CL2778'IS A STANDARD DISK STAMPED 102-208 AZMK, SET IN THE TOP OF A 10
 CL2778'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2778'GROUND.  IT IS LOCATED 36.0 FEET NORTHEAST OF THE CENTERLINE OF
 CL2778'MAYNARDS MILL ROAD, 3.5 FEET SOUTHWEST OF A WITNESS POST, 112
 CL2778'FEET NORTH-NORTHEAST OF A 30 INCH OAK TREE ON THE SOUTHWEST
 CL2778'SIDE OF THE ROAD, 92.5 FEET NORTHEAST OF A 16 INCH OAK TREE ON
 CL2778'THE SOUTHWEST SIDE OF THE ROAD, AND 82.3 FEET EAST OF A 24
 CL2778'INCH OAK TREE ON THE SOUTHWEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2781 ***********************************************************************
 CL2781  DESIGNATION -  BV 102 209
 CL2781  PID         -  CL2781
 CL2781  STATE/COUNTY-  GA/MONROE
 CL2781  USGS QUAD   -  SMARR (1974)
 CL2781
 CL2781                         *CURRENT SURVEY CONTROL
 CL2781  ___________________________________________________________________
 CL2781* NAD 83(1994)-  32 58 48.86616(N)    083 57 07.48736(W)     ADJUSTED  
 CL2781* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 CL2781  ___________________________________________________________________
 CL2781  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CL2781  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CL2781
 CL2781  HORZ ORDER  -  SECOND
 CL2781
 CL2781.The horizontal coordinates were established by classical geodetic methods
 CL2781.and adjusted by the National Geodetic Survey in September 1997..
 CL2781
 CL2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2781
 CL2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2781
 CL2781.The geoid height was determined by GEOID03.
 CL2781
 CL2781;                    North         East     Units Scale Factor Converg.
 CL2781;SPC GA W     -   330,430.644   720,056.313   MT  0.99990496   +0 07 00.5
 CL2781;SPC GA W     - 1,084,087.87  2,362,384.75   sFT  0.99990496   +0 07 00.5
 CL2781;UTM  17      - 3,652,967.313   224,117.446   MT  1.00053856   -1 36 28.7
 CL2781;UTM  16      - 3,653,222.929   784,842.594   MT  1.00060053   +1 39 36.9
 CL2781
 CL2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2781!SPC GA W     -   0.99997288  x   0.99990496  =   0.99987784
 CL2781!UTM  17      -   0.99997288  x   1.00053856  =   1.00051142
 CL2781!UTM  16      -   0.99997288  x   1.00060053  =   1.00057339
 CL2781
 CL2781|---------------------------------------------------------------------|
 CL2781| PID    Reference Object                     Distance      Geod. Az  |
 CL2781|                                                           dddmmss.s |
 CL2781| CL2780 BV 102 209 GADT 1974 PTA             25.692 METERS 13243     |
 CL2781| CY7531 BV 102 209 AZ MK                                   2114247.0 |
 CL2781|---------------------------------------------------------------------|
 CL2781
 CL2781                          SUPERSEDED SURVEY CONTROL
 CL2781
 CL2781  NAD 83(1986)-  32 58 48.87146(N)    083 57 07.48610(W) AD(       ) 2
 CL2781  NAD 27      -  32 58 48.39669(N)    083 57 07.81359(W) AD(       ) 2
 CL2781  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 CL2781
 CL2781.Superseded values are not recommended for survey control.
 CL2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2781.See file dsdata.txt to determine how the superseded data were derived.
 CL2781
 CL2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2411752967(NAD 83)
 CL2781_MARKER: DD = SURVEY DISK
 CL2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2781
 CL2781  HISTORY     - Date     Condition        Report By
 CL2781  HISTORY     - 1974     MONUMENTED       GADT
 CL2781
 CL2781                          STATION DESCRIPTION
 CL2781
 CL2781'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2781'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF FORSYTH
 CL2781'AND 9 MILES WEST OF BOLINGBROKE ON THE PROPERTY OF
 CL2781'MRS. W.H. FLETCHER.  PERMISSION FOR ACCESS TO THE STATION MAY
 CL2781'BE OBTAINED FROM A LEASEE, MR. S.M. DRISKELL, WHO RESIDES ON THE
 CL2781'WEST SIDE OF THE HIGHWAY AT THE STATION.
 CL2781'
 CL2781'TO REACH THE STATION FROM THE COURTHOUSE IN FORSYTH, GO SOUTH
 CL2781'ON STATE ROUTE 42 (SOUTH LEE STREET) FOR 2.95 MILES TO THE
 CL2781'TOBESOFKEE CREEK BRIDGE.  CONTINUE SOUTH ALONG STATE ROUTE 42 FOR
 CL2781'1.1 MILE TO THE STATION ON THE LEFT.
 CL2781'
 CL2781'THE STATION IS LOCATED 189 FEET EAST OF THE CENTERLINE OF THE
 CL2781'HIGHWAY, 43.0 FEET SOUTHEAST OF A 14 INCH PECAN TREE, 62.0 FEET
 CL2781'SOUTHEAST OF A 12 INCH PECAN TREE, 36.0 FEET SOUTH OF A 30 INCH
 CL2781'PEAR TREE, AND 4.3 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 CL2781'BRASS DISK STAMPED 102-209, SET IN THE TOP OF A 10 INCH
 CL2781'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CL2781'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 102-209, SET IN AN
 CL2781'IRREGULAR MASS OF CONCRETE ABOUT 0.76 METER BELOW THE SURFACE OF
 CL2781'THE GROUND.
 CL2781'
 CL2781'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ALONG
 CL2781'STATE ROUTE 42 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS
 CL2781'LOCATED 39.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.3
 CL2781'FEET EAST OF A WITNESS POST, 3.0 FEET EAST OF A POWER POLE, AND
 CL2781'91.0 FEET SOUTHWEST OF A 4 INCH CEDAR TREE ON THE EAST SIDE OF
 CL2781'THE HIGHWAY INSIDE THE CURVE OF A DRIVEWAY TO A HOUSE TRAILER.
 CL2781'IT IS A STANDARD DISK STAMPED 102-209 AZMK, SET IN THE TOP OF A
 CL2781'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2781'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2756 ***********************************************************************
 CL2756  DESIGNATION -  BV 102 210
 CL2756  PID         -  CL2756
 CL2756  STATE/COUNTY-  GA/MONROE
 CL2756  USGS QUAD   -  BOLINGBROKE (1985)
 CL2756
 CL2756                         *CURRENT SURVEY CONTROL
 CL2756  ___________________________________________________________________
 CL2756* NAD 83(1994)-  32 59 27.16629(N)    083 50 42.90328(W)     ADJUSTED  
 CL2756* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 CL2756  ___________________________________________________________________
 CL2756  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CL2756  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CL2756
 CL2756  HORZ ORDER  -  SECOND
 CL2756
 CL2756.The horizontal coordinates were established by classical geodetic methods
 CL2756.and adjusted by the National Geodetic Survey in September 1997..
 CL2756
 CL2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2756
 CL2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2756
 CL2756.The geoid height was determined by GEOID03.
 CL2756
 CL2756;                    North         East     Units Scale Factor Converg.
 CL2756;SPC GA W     -   331,635.858   730,037.486   MT  0.99991112   +0 10 30.1
 CL2756;SPC GA W     - 1,088,041.98  2,395,131.32   sFT  0.99991112   +0 10 30.1
 CL2756;UTM  17      - 3,653,872.067   234,136.355   MT  1.00047162   -1 33 00.6
 CL2756
 CL2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2756!SPC GA W     -   0.99997680  x   0.99991112  =   0.99988792
 CL2756!UTM  17      -   0.99997680  x   1.00047162  =   1.00044841
 CL2756
 CL2756|---------------------------------------------------------------------|
 CL2756| PID    Reference Object                     Distance      Geod. Az  |
 CL2756|                                                           dddmmss.s |
 CL2756| CL2755 BV 102 210 GADT 1974 PTA             23.902 METERS 14220     |
 CL2756| DF2501 FORSYTH ATT MICROWAVE               APPROX.11.8 KM 3054026.7 |
 CL2756| CY7532 BV 102 210 AZ MK                                   3081522.4 |
 CL2756|---------------------------------------------------------------------|
 CL2756
 CL2756                          SUPERSEDED SURVEY CONTROL
 CL2756
 CL2756  NAD 83(1986)-  32 59 27.17121(N)    083 50 42.90190(W) AD(       ) 2
 CL2756  NAD 27      -  32 59 26.68490(N)    083 50 43.24198(W) AD(       ) 2
 CL2756  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 CL2756
 CL2756.Superseded values are not recommended for survey control.
 CL2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2756.See file dsdata.txt to determine how the superseded data were derived.
 CL2756
 CL2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3413653872(NAD 83)
 CL2756_MARKER: DD = SURVEY DISK
 CL2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2756
 CL2756  HISTORY     - Date     Condition        Report By
 CL2756  HISTORY     - 1974     MONUMENTED       GADT
 CL2756
 CL2756                          STATION DESCRIPTION
 CL2756
 CL2756'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2756'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHWEST OF
 CL2756'BOLINGBROKE AND 6-1/4 MILES SOUTHEAST OF FORSYTH ON INTERSTATE
 CL2756'75 RIGHT OF WAY.
 CL2756'
 CL2756'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 75 AND
 CL2756'STATE ROUTE 83 IN FORSYTH, GO SOUTHEAST ALONG INTERSTATE 75 FOR
 CL2756'5.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST
 CL2756'ALONG INTERSTATE 75 EXITING AT RUMBLE ROAD FOR 1.25 MILES TO THE
 CL2756'JUNCTION OF THE EXIT RAMP AND RUMBLE ROAD (COUNTY ROAD 34)
 CL2756'CROSSING AND THE STATION ON THE LEFT.
 CL2756'
 CL2756'THE STATION IS LOCATED 79 FEET EAST OF THE POINT OF INTERSECTION
 CL2756'OF THE CENTERLINES OF RUMBLE ROAD AND THE INTERSTATE 75 SOUTHBOUND
 CL2756'EXIT AND ENTRANCE RAMPS, 20 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2756'RUMBLE ROAD, 153.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2756'RUMBLE ROAD BRIDGE OVER INTERSTATE 75, AND 4.5 FEET NORTHWEST OF
 CL2756'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 102-210,
 CL2756'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2756'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 CL2756'STANDARD DISK STAMPED 102-210, SET IN AN IRREGULAR MASS OF
 CL2756'CONCRETE APPROXIMATELY 0.87 METER BELOW THE SURFACE OF
 CL2756'THE GROUND.
 CL2756'
 CL2756'THE AZIMUTH MARK IS LOCATED ON THE TOP OF A 16 FOOT CUT BANK,
 CL2756'76 FEET SOUTHEAST OF THE CENTERLINE OF THE INTERSTATE 75 NORTHBOUND
 CL2756'LANE, 4.0 FEET SOUTHWEST OF A WITNESS POST SET AT THE RIGHT OF
 CL2756'WAY FENCE, 12.2 FEET SOUTH-SOUTHWEST OF THE WEST LEG OF A GEORGIA
 CL2756'POWER COMPANY POWER LINE TOWER, AND 14.5 FEET WEST-SOUTHWEST OF
 CL2756'THE SOUTH LEG OF THE POWER LINE TOWER.  IT IS A STANDARD DISK
 CL2756'STAMPED 102-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2756'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2751 ***********************************************************************
 CL2751  DESIGNATION -  BV 102 211 GADT 1974
 CL2751  PID         -  CL2751
 CL2751  STATE/COUNTY-  GA/MONROE
 CL2751  USGS QUAD   -  BOLINGBROKE (1985)
 CL2751
 CL2751                         *CURRENT SURVEY CONTROL
 CL2751  ___________________________________________________________________
 CL2751* NAD 83(1994)-  32 57 15.08581(N)    083 48 44.35834(W)     ADJUSTED  
 CL2751* NAVD 88     -       188.4    (meters)     618.     (feet)  VERTCON   
 CL2751  ___________________________________________________________________
 CL2751  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CL2751  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CL2751
 CL2751  HORZ ORDER  -  SECOND
 CL2751
 CL2751.The horizontal coordinates were established by classical geodetic methods
 CL2751.and adjusted by the National Geodetic Survey in September 1997..
 CL2751
 CL2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2751
 CL2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2751
 CL2751.The geoid height was determined by GEOID03.
 CL2751
 CL2751;                    North         East     Units Scale Factor Converg.
 CL2751;SPC GA W     -   327,577.156   733,128.546   MT  0.99991353   +0 11 33.9
 CL2751;SPC GA W     - 1,074,726.05  2,405,272.57   sFT  0.99991353   +0 11 33.9
 CL2751;UTM  17      - 3,649,719.911   237,105.519   MT  1.00045226   -1 31 50.5
 CL2751
 CL2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2751!SPC GA W     -   0.99997466  x   0.99991353  =   0.99988820
 CL2751!UTM  17      -   0.99997466  x   1.00045226  =   1.00042691
 CL2751
 CL2751|---------------------------------------------------------------------|
 CL2751| PID    Reference Object                     Distance      Geod. Az  |
 CL2751|                                                           dddmmss.s |
 CL2751| CL2752 BV 102 211 GADT 1974 RM1             23.599 METERS 07725     |
 CL2751| CL1111 BROOK                               APPROX. 0.5 KM 1113624.7 |
 CL2751|---------------------------------------------------------------------|
 CL2751
 CL2751                          SUPERSEDED SURVEY CONTROL
 CL2751
 CL2751  NAD 83(1986)-  32 57 15.09039(N)    083 48 44.35629(W) AD(       ) 2
 CL2751  NAD 27      -  32 57 14.60012(N)    083 48 44.69880(W) AD(       ) 2
 CL2751  NGVD 29 (07/19/86)  188.5    (m)          618.     (f) VERT ANG       
 CL2751
 CL2751.Superseded values are not recommended for survey control.
 CL2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2751.See file dsdata.txt to determine how the superseded data were derived.
 CL2751
 CL2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3710649720(NAD 83)
 CL2751_MARKER: DD = SURVEY DISK
 CL2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2751+STABILITY: SURFACE MOTION
 CL2751
 CL2751  HISTORY     - Date     Condition        Report By
 CL2751  HISTORY     - 1974     MONUMENTED       GADT
 CL2751
 CL2751                          STATION DESCRIPTION
 CL2751
 CL2751'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2751'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF
 CL2751'BOLINGBROKE, 9 MILES SOUTHEAST OF FORSYTH, AND 16-1/2 MILES
 CL2751'WEST-SOUTHWEST OF GRAY ON STATE RIGHT OF WAY.
 CL2751'
 CL2751'THE STATION IS A STANDARD BRASS DISK STAMPED 102-211, SET IN THE
 CL2751'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2751'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 CL2751'102-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CL2751'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED IN THE
 CL2751'MEDIAN OF INTERSTATE 475 AT THE INTERSTATE 475 BRIDGE OVER
 CL2751'U.S. HIGHWAY 41 (STATE ROUTE 19) AND THE CENTRAL OF GEORGIA
 CL2751'RAILWAY LOCATED ABOUT 1 MILE NORTHWEST OF BOLINGBROKE, 42.3
 CL2751'EAST OF THE CENTERLINE OF THE INTERSTATE 475 SOUTHBOUND LANE
 CL2751'BRIDGE, 25.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CL2751'NORTHEAST END WALL OF THE BRIDGE, 45.0 FEET WEST OF THE
 CL2751'CENTERLINE OF THE INTERSTATE 475 NORTHBOUND BRIDGE, 27.0
 CL2751'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHWEST
 CL2751'BRIDGE END WALL, AND 3.0 FEET NORTH OF A WITNESS POST.
 CL2751'
 CL2751'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 102-211 RM 1, SET
 CL2751'IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF A CONCRETE
 CL2751'DROP-INLET WITH A MANHOLE.  IT IS LOCATED 12.2 FEET NORTH OF THE
 CL2751'NORTH END OF THE NORTHEAST INTERSTATE 475 NORTHBOUND BRIDGE END
 CL2751'WALL, 29.2 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE,
 CL2751'AND 6.5 FEET WEST OF A WITNESS POST.
 CL2751'
 CL2751'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BROCK
 CL2751'1917 WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2480 ***********************************************************************
 DF2480  DESIGNATION -  BV 102 212
 DF2480  PID         -  DF2480
 DF2480  STATE/COUNTY-  GA/MONROE
 DF2480  USGS QUAD   -  EAST JULIETTE (1973)
 DF2480
 DF2480                         *CURRENT SURVEY CONTROL
 DF2480  ___________________________________________________________________
 DF2480* NAD 83(1994)-  33 01 26.06392(N)    083 46 03.09368(W)     ADJUSTED  
 DF2480* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 DF2480  ___________________________________________________________________
 DF2480  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DF2480  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DF2480
 DF2480  HORZ ORDER  -  SECOND
 DF2480
 DF2480.The horizontal coordinates were established by classical geodetic methods
 DF2480.and adjusted by the National Geodetic Survey in September 1997..
 DF2480
 DF2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2480
 DF2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2480
 DF2480.The geoid height was determined by GEOID03.
 DF2480
 DF2480;                    North         East     Units Scale Factor Converg.
 DF2480;SPC GA W     -   335,323.258   737,287.308   MT  0.99991714   +0 13 03.1
 DF2480;SPC GA W     - 1,100,139.72  2,418,916.78   sFT  0.99991714   +0 13 03.1
 DF2480;UTM  17      - 3,657,341.293   241,497.873   MT  1.00042401   -1 30 32.8
 DF2480
 DF2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2480!SPC GA W     -   0.99998135  x   0.99991714  =   0.99989849
 DF2480!UTM  17      -   0.99998135  x   1.00042401  =   1.00040535
 DF2480
 DF2480|---------------------------------------------------------------------|
 DF2480| PID    Reference Object                     Distance      Geod. Az  |
 DF2480|                                                           dddmmss.s |
 DF2480| DF2481 BV 102 212 GADT 1974 PTA             17.131 METERS 04726     |
 DF2480| CY7533 BV 102 212 AZ MK                                   0741810.9 |
 DF2480| CL2757 MORGAN                              APPROX. 3.3 KM 1910935.5 |
 DF2480|---------------------------------------------------------------------|
 DF2480
 DF2480                          SUPERSEDED SURVEY CONTROL
 DF2480
 DF2480  NAD 83(1986)-  33 01 26.06901(N)    083 46 03.09242(W) AD(       ) 2
 DF2480  NAD 27      -  33 01 25.58557(N)    083 46 03.43949(W) AD(       ) 2
 DF2480  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 DF2480
 DF2480.Superseded values are not recommended for survey control.
 DF2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2480.See file dsdata.txt to determine how the superseded data were derived.
 DF2480
 DF2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4149857341(NAD 83)
 DF2480_MARKER: DD = SURVEY DISK
 DF2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2480
 DF2480  HISTORY     - Date     Condition        Report By
 DF2480  HISTORY     - 1974     MONUMENTED       GADT
 DF2480
 DF2480                          STATION DESCRIPTION
 DF2480
 DF2480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2480'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF
 DF2480'BOLINGBROKE, 10 MILES EAST OF FORSYTH, AND 6 MILES SOUTH OF
 DF2480'JULIETTE ON THE PROPERTY OF G.D. ELROD.
 DF2480'
 DF2480'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75
 DF2480'AND STATE ROUTE 18 ON THE SOUTH SIDE OF FORSYTH, TRAVEL EAST
 DF2480'ON STATE ROUTE 18 FOR 1.35 MILES TO THE JUNCTION OF COUNTY
 DF2480'ROAD 24 TO THE RIGHT.  CONTINUE ALONG STATE ROUTE 18 FOR 0.5
 DF2480'MILE TO THE JUNCTION OF COUNTY ROAD 15 CROSSING.  CONTINUE EAST
 DF2480'ON STATE ROUTE 18 FOR 0.75 MILE TO COUNTY ROAD 91699 TO THE
 DF2480'RIGHT.  CONTINUE ALONG STATE ROUTE 18 FOR 3.5 MILES TO JENKINS
 DF2480'ROAD (COUNTY ROAD 28) TO THE RIGHT.  CONTINUE ALONG STATE
 DF2480'ROUTE 18 FOR 2.45 MILES TO THE STATION ON THE RIGHT.
 DF2480'
 DF2480'THE STATION IS A STANDARD BRASS DISK STAMPED 102-212, SET IN
 DF2480'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2480'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DF2480'STAMPED 102-212, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2480'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2480'IS LOCATED 47.0 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 18,
 DF2480'8 FEET EAST OF A WITNESS POST SET AT A 10 INCH PINE TREE, 66.2
 DF2480'FEET WEST OF AN 18 INCH CEDAR TREE, AND 95.0 FEET
 DF2480'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE ELROD RESIDENCE.
 DF2480'
 DF2480'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF2480'STATE ROUTE 18 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT
 DF2480'IS A STANDARD DISK STAMPED 102-212 AZMK, SET IN THE TOP OF A 10
 DF2480'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 DF2480'IS LOCATED 4 FEET SOUTH OF A WITNESS POST, 17.5 FEET SOUTHWEST
 DF2480'OF A 10 INCH PINE TREE, 44 FEET NORTH OF THE CENTERLINE OF STATE
 DF2480'ROUTE 18, AND 54 FEET EAST-SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2467 ***********************************************************************
 DF2467  DESIGNATION -  BV 102 213
 DF2467  PID         -  DF2467
 DF2467  STATE/COUNTY-  GA/MONROE
 DF2467  USGS QUAD   -  DAMES FERRY (1964)
 DF2467
 DF2467                         *CURRENT SURVEY CONTROL
 DF2467  ___________________________________________________________________
 DF2467* NAD 83(1994)-  33 02 03.29519(N)    083 44 55.47034(W)     ADJUSTED  
 DF2467* NAVD 88     -       145.5    (meters)     477.     (feet)  VERTCON   
 DF2467  ___________________________________________________________________
 DF2467  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DF2467  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DF2467
 DF2467  HORZ ORDER  -  SECOND
 DF2467
 DF2467.The horizontal coordinates were established by classical geodetic methods
 DF2467.and adjusted by the National Geodetic Survey in September 1997..
 DF2467
 DF2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2467
 DF2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2467
 DF2467.The geoid height was determined by GEOID03.
 DF2467
 DF2467;                    North         East     Units Scale Factor Converg.
 DF2467;SPC GA W     -   336,476.956   739,037.567   MT  0.99991878   +0 13 40.2
 DF2467;SPC GA W     - 1,103,924.81  2,424,659.08   sFT  0.99991878   +0 13 40.2
 DF2467;UTM  17      - 3,658,442.274   243,282.996   MT  1.00041266   -1 29 57.4
 DF2467
 DF2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2467!SPC GA W     -   0.99998141  x   0.99991878  =   0.99990020
 DF2467!UTM  17      -   0.99998141  x   1.00041266  =   1.00039407
 DF2467
 DF2467:                Primary Azimuth Mark                     Grid Az
 DF2467:SPC GA W     -  BV 102 213 AZ MK                         316 25 43.1
 DF2467:UTM  17      -  BV 102 213 AZ MK                         318 09 20.7
 DF2467
 DF2467|---------------------------------------------------------------------|
 DF2467| PID    Reference Object                     Distance      Geod. Az  |
 DF2467|                                                           dddmmss.s |
 DF2467| CY7534 BV 102 213 AZ MK                                   3163923.3 |
 DF2467|---------------------------------------------------------------------|
 DF2467
 DF2467                          SUPERSEDED SURVEY CONTROL
 DF2467
 DF2467  NAD 83(1986)-  33 02 03.30066(N)    083 44 55.46924(W) AD(       ) 2
 DF2467  NAD 27      -  33 02 02.81671(N)    083 44 55.82153(W) AD(       ) 2
 DF2467  NGVD 29 (07/19/86)  145.6    (m)          478.     (f) VERT ANG       
 DF2467
 DF2467.Superseded values are not recommended for survey control.
 DF2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2467.See file dsdata.txt to determine how the superseded data were derived.
 DF2467
 DF2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4328358442(NAD 83)
 DF2467_MARKER: DD = SURVEY DISK
 DF2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2467
 DF2467  HISTORY     - Date     Condition        Report By
 DF2467  HISTORY     - 1974     MONUMENTED       GADT
 DF2467
 DF2467                          STATION DESCRIPTION
 DF2467
 DF2467'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2467'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTH-SOUTHEAST OF
 DF2467'JULIETTE, 11 MILES EAST OF FORSYTH, AND 9-1/4 MILES SOUTHWEST OF
 DF2467'ROUND OAK.
 DF2467'
 DF2467'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND
 DF2467'INTERSTATE 75, LOCATED ABOUT 1-3/4 MILES EAST OF FORSYTH, TRAVEL
 DF2467'EAST ON STATE ROUTE 18 FOR 10.2 MILES TO THE JUNCTION OF
 DF2467'U.S. HIGHWAY 23 (STATE ROUTE 87) CROSSING.  TURN LEFT, TRAVELING
 DF2467'NORTH ALONG U.S. HIGHWAY 23 FOR 0.8 MILE TO THE STATION ON THE
 DF2467'RIGHT.
 DF2467'
 DF2467'THE STATION IS A STANDARD BRASS DISK STAMPED 102-213, SET IN THE
 DF2467'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2467'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2467'STAMPED 102-213, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2467'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2467'LOCATED 150 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3
 DF2467'FEET EAST OF A WITNESS POST, 32 FEET SOUTHWEST OF A 10 INCH
 DF2467'PINE TREE, AND 28.4 FEET WEST OF A RIGHT OF WAY MARKER.
 DF2467'
 DF2467'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2467'NORTH ALONG U.S. HIGHWAY 23 (STATE ROUTE 87) FOR 0.6 MILE TO THE
 DF2467'MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 102-213 AZMK,
 DF2467'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2467'THE SURFACE OF THE GROUND.  IT IS LOCATED 28.0 FEET WEST OF THE
 DF2467'CENTERLINE OF THE HIGHWAY, 51.0 FEET NORTH OF A 4 INCH PINE
 DF2467'TREE, 102.0 FEET NORTHEAST OF A 14 INCH PINE TREE, AND 3.0 FEET
 DF2467'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2482 ***********************************************************************
 DF2482  DESIGNATION -  BV 102 214
 DF2482  PID         -  DF2482
 DF2482  STATE/COUNTY-  GA/MONROE
 DF2482  USGS QUAD   -  EAST JULIETTE (1973)
 DF2482
 DF2482                         *CURRENT SURVEY CONTROL
 DF2482  ___________________________________________________________________
 DF2482* NAD 83(1994)-  33 04 10.19190(N)    083 50 01.67520(W)     ADJUSTED  
 DF2482* NAVD 88     -       168.     (meters)     551.     (feet)  VERTCON   
 DF2482  ___________________________________________________________________
 DF2482  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DF2482  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF2482
 DF2482  HORZ ORDER  -  SECOND
 DF2482
 DF2482.The horizontal coordinates were established by classical geodetic methods
 DF2482.and adjusted by the National Geodetic Survey in September 1997..
 DF2482
 DF2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2482
 DF2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2482
 DF2482.The geoid height was determined by GEOID03.
 DF2482
 DF2482;                    North         East     Units Scale Factor Converg.
 DF2482;SPC GA W     -   340,357.528   731,080.137   MT  0.99991191   +0 10 53.9
 DF2482;SPC GA W     - 1,116,656.32  2,398,552.08   sFT  0.99991191   +0 10 53.9
 DF2482;UTM  17      - 3,662,563.181   235,442.104   MT  1.00046306   -1 32 49.8
 DF2482
 DF2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2482!SPC GA W     -   0.99997793  x   0.99991191  =   0.99988984
 DF2482!UTM  17      -   0.99997793  x   1.00046306  =   1.00044098
 DF2482
 DF2482|---------------------------------------------------------------------|
 DF2482| PID    Reference Object                     Distance      Geod. Az  |
 DF2482|                                                           dddmmss.s |
 DF2482| DF2483 BV 102 214 GADT 1974 RM1             22.419 METERS 00851     |
 DF2482| CY7535 BV 102 214 AZ MK                                   0431653.1 |
 DF2482| CY7536 BV 102 214 RM 2                      19.538 METERS 10308     |
 DF2482|---------------------------------------------------------------------|
 DF2482
 DF2482                          SUPERSEDED SURVEY CONTROL
 DF2482
 DF2482  NAD 83(1986)-  33 04 10.19685(N)    083 50 01.67399(W) AD(       ) 2
 DF2482  NAD 27      -  33 04 09.71903(N)    083 50 02.01316(W) AD(       ) 2
 DF2482  NGVD 29 (07/19/86)  168.     (m)          551.     (f) VERT ANG       
 DF2482
 DF2482.Superseded values are not recommended for survey control.
 DF2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2482.See file dsdata.txt to determine how the superseded data were derived.
 DF2482
 DF2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3544262563(NAD 83)
 DF2482_MARKER: DD = SURVEY DISK
 DF2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2482
 DF2482  HISTORY     - Date     Condition        Report By
 DF2482  HISTORY     - 1974     MONUMENTED       GADT
 DF2482
 DF2482                          STATION DESCRIPTION
 DF2482
 DF2482'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2482'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHWEST OF
 DF2482'JULIETTE, 6-1/2 MILES NORTHEAST OF FORSYTH, AND 8-1/2 MILES
 DF2482'NORTH OF BOLINGBROKE ON THE PROPERTY OF THE GEORGIA POWER COMPANY.
 DF2482'
 DF2482'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 DF2482'STATE ROUTE 83 IN FORSYTH, TRAVEL SOUTHEAST ALONG INTERSTATE 75
 DF2482'FOR 1.1 MILES TO THE JUNCTION OF JULIETTE ROAD (COUNTY ROAD
 DF2482'90765) TO THE LEFT AND E. JOHNSTON STREET TO THE RIGHT.  TURN
 DF2482'LEFT, TRAVELING NORTHEAST ALONG JULIETTE ROAD FOR 4.05 MILES TO
 DF2482'THE JUNCTION OF HOLLY GROVE ROAD TO THE RIGHT.  TURN RIGHT,
 DF2482'GOING EAST ALONG HOLLY GROVE ROAD FOR 1.9 MILES TO THE JUNCTION
 DF2482'OF COLVIN ROAD TO THE RIGHT.  TURN RIGHT, TRAVELING
 DF2482'SOUTH-SOUTHEAST ALONG COLVIN ROAD FOR 0.15 MILE TO THE JUNCTION
 DF2482'OF A DIM TRACK ROAD FORKING TO THE RIGHT.  TURN RIGHT,
 DF2482'TRAVELING SOUTH ALONG THE TRACK ROAD FOR 0.1 MILE TO THE STATION
 DF2482'ON THE LEFT AND A 16 INCH OAK TREE ON THE RIGHT.
 DF2482'
 DF2482'THE STATION IS LOCATED 3.5 FEET NORTHEAST OF A WITNESS POST,
 DF2482'189 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD, 236 FEET
 DF2482'EAST OF THE 16 INCH OAK TREE, AND 212 FEET SOUTHWEST OF THE
 DF2482'CENTERLINE OF COLVIN ROAD.  IT IS A STANDARD BRASS DISK STAMPED
 DF2482'102-214, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2482'4 INCHES ABOVE THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DF2482'STANDARD DISK STAMPED 102-214, SET IN AN IRREGULAR MASS OF
 DF2482'CONCRETE APPROXIMATELY 0.87 METER BELOW THE GROUND SURFACE.
 DF2482'
 DF2482'RM 1 IS LOCATED 2.5 FEET SOUTHWEST OF A WITNESS POST, 77 FEET
 DF2482'NORTH OF THE WITNESS POST FOR BV 102 214 (GADT), AND 105.5 FEET
 DF2482'NORTH-NORTHWEST OF THE WITNESS POST FOR BV 102 214 RM 2 (GADT).  IT
 DF2482'IS A STANDARD DISK STAMPED 102-214 RM1, SET IN THE TOP OF A
 DF2482'10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE GROUND
 DF2482'SURFACE.
 DF2482'
 DF2482'RM 2 IS LOCATED 2.5 FEET WEST-NORTHWEST OF A WITNESS POST,
 DF2482'66.9 FEET EAST-SOUTHEAST OF THE WITNESS POST FOR BV 102 214
 DF2482'(GADT), 105.5 FEET SOUTH-SOUTHEAST OF THE WITNESS POST FOR BV
 DF2482'102 214 RM 1 (GADT), AND 168 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2482'COLVIN ROAD.  IT IS A STANDARD DISK STAMPED 102-214 RM 2, SET
 DF2482'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 DF2482'THE GROUND SURFACE.
 DF2482'
 DF2482'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HOLLY GROVE
 DF2482'ROAD AND COLVIN ROAD, TRAVEL EAST ALONG HOLLY GROVE ROAD FOR
 DF2482'0.3 MILE TO THE JUNCTION OF A COUNTY DIRT ROAD TO THE LEFT AND
 DF2482'THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED 102-214
 DF2482'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2482'FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 73 FEET SOUTHEAST
 DF2482'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF HOLLY GROVE
 DF2482'ROAD AND THE COUNTY DIRT ROAD, 5.0 FEET WEST OF A WITNESS
 DF2482'POST, 29 FEET SOUTH OF THE CENTERLINE OF HOLLY GROVE ROAD, AND
 DF2482'138.0 FEET NORTHEAST OF A 24 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2483 ***********************************************************************
 DF2483  DESIGNATION -  BV 102 214 GADT 1974 RM1
 DF2483  PID         -  DF2483
 DF2483  STATE/COUNTY-  GA/MONROE
 DF2483  USGS QUAD   -  EAST JULIETTE (1973)
 DF2483
 DF2483                         *CURRENT SURVEY CONTROL
 DF2483  ___________________________________________________________________
 DF2483* NAD 83(1994)-  33 04 10.91095(N)    083 50 01.54220(W)     ADJUSTED  
 DF2483* NAVD 88     -       168.     (meters)     551.     (feet)  VERTCON   
 DF2483  ___________________________________________________________________
 DF2483  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DF2483  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF2483
 DF2483  HORZ ORDER  -  SECOND
 DF2483
 DF2483.The horizontal coordinates were established by classical geodetic methods
 DF2483.and adjusted by the National Geodetic Survey in September 1997..
 DF2483
 DF2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2483
 DF2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2483
 DF2483.The geoid height was determined by GEOID03.
 DF2483
 DF2483;                    North         East     Units Scale Factor Converg.
 DF2483;SPC GA W     -   340,379.688   731,083.516   MT  0.99991191   +0 10 54.0
 DF2483;SPC GA W     - 1,116,729.03  2,398,563.17   sFT  0.99991191   +0 10 54.0
 DF2483;UTM  17      - 3,662,585.242   235,446.152   MT  1.00046304   -1 32 49.8
 DF2483
 DF2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2483!SPC GA W     -   0.99997793  x   0.99991191  =   0.99988984
 DF2483!UTM  17      -   0.99997793  x   1.00046304  =   1.00044096
 DF2483
 DF2483:                Primary Azimuth Mark                     Grid Az
 DF2483:SPC GA W     -  MORGAN                                   146 02 13.0
 DF2483:UTM  17      -  MORGAN                                   147 45 56.8
 DF2483
 DF2483|---------------------------------------------------------------------|
 DF2483| PID    Reference Object                     Distance      Geod. Az  |
 DF2483|                                                           dddmmss.s |
 DF2483| CL2757 MORGAN                              APPROX.10.0 KM 1461307.0 |
 DF2483| DF2482 BV 102 214                           22.419 METERS 18851     |
 DF2483|---------------------------------------------------------------------|
 DF2483
 DF2483                          SUPERSEDED SURVEY CONTROL
 DF2483
 DF2483  NAD 83(1986)-  33 04 10.91590(N)    083 50 01.54099(W) AD(       ) 2
 DF2483  NAD 27      -  33 04 10.43809(N)    083 50 01.88016(W) AD(       ) 2
 DF2483  NGVD 29 (07/19/86)  168.     (m)          551.     (f) VERT ANG       
 DF2483
 DF2483.Superseded values are not recommended for survey control.
 DF2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2483.See file dsdata.txt to determine how the superseded data were derived.
 DF2483
 DF2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3544662585(NAD 83)
 DF2483_MARKER: DR = REFERENCE MARK DISK
 DF2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2483+STABILITY: SURFACE MOTION
 DF2483
 DF2483  HISTORY     - Date     Condition        Report By
 DF2483  HISTORY     - 1974     MONUMENTED       GADT
 DF2483
 DF2483                          STATION DESCRIPTION
 DF2483
 DF2483'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2483'THE MARK, A STANDARD DISK STAMPED 102-214 RM 1, IS SET IN THE
 DF2483'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 DF2483'GROUND SURFACE.  IT IS LOCATED 2.5 FEET SOUTHWEST OF A WITNESS
 DF2483'POST, 77 FEET NORTH OF THE WITNESS POST FOR BV 102 214 (GADT),
 DF2483'AND 105.5 FEET NORTH-NORTHWEST OF THE WITNESS POST FOR BV 102
 DF2483'214 RM 2 (GADT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2486 ***********************************************************************
 DF2486  DESIGNATION -  BV 102 215
 DF2486  PID         -  DF2486
 DF2486  STATE/COUNTY-  GA/MONROE
 DF2486  USGS QUAD   -  EAST JULIETTE (1973)
 DF2486
 DF2486                         *CURRENT SURVEY CONTROL
 DF2486  ___________________________________________________________________
 DF2486* NAD 83(1994)-  33 05 30.68803(N)    083 47 15.99326(W)     ADJUSTED  
 DF2486* NAVD 88     -       120.     (meters)     394.     (feet)  VERTCON   
 DF2486  ___________________________________________________________________
 DF2486  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 DF2486  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DF2486
 DF2486  HORZ ORDER  -  SECOND
 DF2486
 DF2486.The horizontal coordinates were established by classical geodetic methods
 DF2486.and adjusted by the National Geodetic Survey in September 1997..
 DF2486
 DF2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2486
 DF2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2486
 DF2486.The geoid height was determined by GEOID03.
 DF2486
 DF2486;                    North         East     Units Scale Factor Converg.
 DF2486;SPC GA W     -   342,851.726   735,368.390   MT  0.99991542   +0 12 24.7
 DF2486;SPC GA W     - 1,124,839.37  2,412,621.13   sFT  0.99991542   +0 12 24.7
 DF2486;UTM  17      - 3,664,928.100   239,806.008   MT  1.00043482   -1 31 22.6
 DF2486
 DF2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2486!SPC GA W     -   0.99998546  x   0.99991542  =   0.99990088
 DF2486!UTM  17      -   0.99998546  x   1.00043482  =   1.00042027
 DF2486
 DF2486:                Primary Azimuth Mark                     Grid Az
 DF2486:SPC GA W     -  REFUGE                                   086 35 55.9
 DF2486:UTM  17      -  REFUGE                                   088 19 43.2
 DF2486
 DF2486|---------------------------------------------------------------------|
 DF2486| PID    Reference Object                     Distance      Geod. Az  |
 DF2486|                                                           dddmmss.s |
 DF2486| DF2468 REFUGE                              APPROX. 3.9 KM 0864820.6 |
 DF2486| DF2485 BV 102 215 GADT 1974 PTA              6.406 METERS 09806     |
 DF2486| CY7537 BV 102 215 AZ MK                                   3354025.6 |
 DF2486|---------------------------------------------------------------------|
 DF2486
 DF2486                          SUPERSEDED SURVEY CONTROL
 DF2486
 DF2486  NAD 83(1986)-  33 05 30.69369(N)    083 47 15.99241(W) AD(       ) 2
 DF2486  NAD 27      -  33 05 30.21267(N)    083 47 16.34575(W) AD(       ) 2
 DF2486  NGVD 29 (07/19/86)  120.     (m)          394.     (f) VERT ANG       
 DF2486
 DF2486.Superseded values are not recommended for survey control.
 DF2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2486.See file dsdata.txt to determine how the superseded data were derived.
 DF2486
 DF2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3980664928(NAD 83)
 DF2486_MARKER: DD = SURVEY DISK
 DF2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2486
 DF2486  HISTORY     - Date     Condition        Report By
 DF2486  HISTORY     - 1974     MONUMENTED       GADT
 DF2486
 DF2486                          STATION DESCRIPTION
 DF2486
 DF2486'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2486'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTH OF
 DF2486'JULIETTE, 9-1/4 MILES EAST-NORTHEAST OF FORSYTH, AND 9-3/4 MILES
 DF2486'NORTH OF BOLINGBROKE.
 DF2486'
 DF2486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 DF2486'ROUTE 87) AND STATE ROUTE 83, LOCATED ABOUT 3-3/4 MILES
 DF2486'NORTH-NORTHWEST OF JULIETTE, GO SOUTH-SOUTHEAST ON U.S. HIGHWAY
 DF2486'23 FOR 2.1 MILES TO THE TOWALIGA RIVER.  CONTINUE SOUTH-SOUTHEAST
 DF2486'ON U.S. HIGHWAY 23 FOR 1.35 MILES TO THE JUNCTION OF JULIETTE
 DF2486'ROAD (COUNTY ROAD 91452 TO THE LEFT AND COUNTY ROAD 90765 TO THE
 DF2486'RIGHT) CROSSING.  CONTINUE SOUTH-SOUTHEAST ON U.S. HIGHWAY 23
 DF2486'FOR 1.65 MILES TO THE JUNCTION OF A DRIVEWAY TO THE BIBB
 DF2486'COMPANY PLANT CAMILLIA TO THE LEFT.  TURN LEFT ON THE DRIVEWAY
 DF2486'LEADING TO THE PLANT, GOING NORTHEAST FOR 0.2 MILE TO A GATE
 DF2486'(THE GUARD AT THE GATE WILL ARRANGE FOR ENTRANCE).  AFTER
 DF2486'PERMISSION FOR ENTRANCE IS GRANTED, CONTINUE ALONG THE
 DF2486'DRIVEWAY FOR 0.05 MILE TO ANOTHER GATE.  CONTINUE ALONG THE
 DF2486'DRIVEWAY, GOING STRAIGHT AHEAD AT A SHARP TURN TO THE RIGHT,
 DF2486'FOR 0.25 MILE TO THE NORTH CORNER OF THE PROPERTY LINE FENCE
 DF2486'AND THE AZIMUTH MARK.  TURN RIGHT, GOING SOUTHEAST ALONG THE
 DF2486'PROPERTY LINE FENCE FOR 0.2 MILE TO A SILVER WATER TANK AND
 DF2486'THE STATION ON THE RIGHT.
 DF2486'
 DF2486'THE STATION IS LOCATED 39 FEET WEST OF THE NORTH LEG OF THE
 DF2486'WATER TANK, 55.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DF2486'PUMPHOUSE, 62.0 FEET EAST-NORTHEAST OF A POWER POLE, AND 2.5 FEET
 DF2486'WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DF2486'102-215, SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST
 DF2486'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND STATION IS A
 DF2486'STANDARD DISK STAMPED 102-215, SET IN AN IRREGULAR MASS OF
 DF2486'CONCRETE APPROXIMATELY 0.70 METER BELOW THE GROUND SURFACE.
 DF2486'
 DF2486'THE AZIMUTH MARK IS LOCATED 2.0 FEET WEST-SOUTHWEST OF A
 DF2486'WITNESS POST, 131 FEET NORTH OF THE EAST CORNER OF A POWERHOUSE,
 DF2486'7.5 FEET SOUTH-SOUTHWEST OF THE EASTERNMOST CORNER OF THE
 DF2486'FENCE, AND 135 FEET NORTH OF A POWER POLE.  IT IS A STANDARD
 DF2486'DISK STAMPED 102-215 AZMK, SET IN THE TOP OF A 10 INCH
 DF2486'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2503 ***********************************************************************
 DF2503  DESIGNATION -  BV 102 216
 DF2503  PID         -  DF2503
 DF2503  STATE/COUNTY-  GA/MONROE
 DF2503  USGS QUAD   -  FORSYTH (1985)
 DF2503
 DF2503                         *CURRENT SURVEY CONTROL
 DF2503  ___________________________________________________________________
 DF2503* NAD 83(1994)-  33 03 16.86236(N)    083 53 25.68181(W)     ADJUSTED  
 DF2503* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 DF2503  ___________________________________________________________________
 DF2503  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DF2503  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DF2503
 DF2503  HORZ ORDER  -  SECOND
 DF2503
 DF2503.The horizontal coordinates were established by classical geodetic methods
 DF2503.and adjusted by the National Geodetic Survey in September 1997..
 DF2503
 DF2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2503
 DF2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2503
 DF2503.The geoid height was determined by GEOID03.
 DF2503
 DF2503;                    North         East     Units Scale Factor Converg.
 DF2503;SPC GA W     -   338,699.410   725,793.258   MT  0.99990820   +0 09 02.3
 DF2503;SPC GA W     - 1,111,216.31  2,381,206.71   sFT  0.99990820   +0 09 02.3
 DF2503;UTM  17      - 3,661,064.433   230,104.572   MT  1.00049825   -1 34 39.1
 DF2503
 DF2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2503!SPC GA W     -   0.99997463  x   0.99990820  =   0.99988283
 DF2503!UTM  17      -   0.99997463  x   1.00049825  =   1.00047287
 DF2503
 DF2503|---------------------------------------------------------------------|
 DF2503| PID    Reference Object                     Distance      Geod. Az  |
 DF2503|                                                           dddmmss.s |
 DF2503| DF2502 BV 102 216 GADT 1974 PTA             19.461 METERS 21151     |
 DF2503| CY7538 BV 102 216 AZ MK                                   2380311.5 |
 DF2503| DF2506 HARDIN                              APPROX. 3.6 KM 3462742.9 |
 DF2503|---------------------------------------------------------------------|
 DF2503
 DF2503                          SUPERSEDED SURVEY CONTROL
 DF2503
 DF2503  NAD 83(1986)-  33 03 16.86808(N)    083 53 25.68088(W) AD(       ) 2
 DF2503  NAD 27      -  33 03 16.40021(N)    083 53 26.01098(W) AD(       ) 2
 DF2503  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 DF2503
 DF2503.Superseded values are not recommended for survey control.
 DF2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2503.See file dsdata.txt to determine how the superseded data were derived.
 DF2503
 DF2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3010561064(NAD 83)
 DF2503_MARKER: DD = SURVEY DISK
 DF2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2503+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 DF2503
 DF2503  HISTORY     - Date     Condition        Report By
 DF2503  HISTORY     - 1974     MONUMENTED       GADT
 DF2503  HISTORY     - 20040604 GOOD             METRIC
 DF2503
 DF2503                          STATION DESCRIPTION
 DF2503
 DF2503'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2503'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-NORTHEAST
 DF2503'OF FORSYTH, 9 MILES NORTHWEST OF BOLINGBROKE, AND 6-3/4 MILES
 DF2503'SOUTHEAST OF JULIETTE ON STATE RIGHT OF WAY.
 DF2503'
 DF2503'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75
 DF2503'AND STATE ROUTE 83, IN FORSYTH, TRAVEL SOUTHEAST ALONG INTERSTATE
 DF2503'75 FOR 1.1 MILES TO THE JUNCTION OF JULIETTE ROAD (COUNTY ROAD
 DF2503'90765) TO THE LEFT AND E. JOHNSTON STREET TO THE RIGHT.  TURN
 DF2503'LEFT, TRAVELING NORTHEAST ON JULIETTE ROAD FOR 2.25 MILES TO THE
 DF2503'AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING ALONG JULIETTE
 DF2503'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF2503'
 DF2503'THE STATION IS A STANDARD BRASS DISK STAMPED 102-216, SET IN
 DF2503'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2503'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2503'DISK STAMPED 102-216, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2503'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2503'IS LOCATED 54.5 FEET NORTH OF THE CENTERLINE OF JULIETTE ROAD,
 DF2503'89.0 FEET WEST OF A 12 INCH OAK TREE ON THE EAST SIDE OF A
 DF2503'DRIVEWAY TO THE NORTH, 112.0 FEET WEST OF A POWER POLE ON THE
 DF2503'EAST SIDE OF THE DRIVEWAY, 52.0 FEET EAST OF THE NORTHEAST
 DF2503'CORNER OF THE EAST END OF THE HEADWALL OF A LARGE CONCRETE
 DF2503'CULVERT UNDER THE ROAD, 8.0 FEET SOUTH OF A FENCELINE
 DF2503'RUNNING PARALLEL WITH THE ROAD, AND 30.3 FEET NORTH OF A
 DF2503'WITNESS POST.
 DF2503'
 DF2503'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 102-216 AZMK, SET
 DF2503'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2503'SURFACE OF THE GROUND.  IT IS LOCATED 5.0 FEET NORTH OF A WITNESS
 DF2503'POST SET AT A FENCELINE, 44 FEET SOUTH OF THE CENTERLINE OF
 DF2503'JULIETTE ROAD, 120.0 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 DF2503'OF THE CENTERLINES OF JULIETTE ROAD AND BLUE STORE ROAD, 100.0
 DF2503'FEET WEST OF A POWER POLE, AND 6.0 FEET WEST OF AN UNDERGROUND
 DF2503'TELEPHONE CABLE PEDESTAL.
 DF2503
 DF2503                          STATION RECOVERY (2004)
 DF2503
 DF2503'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2503'MARK IS 2.5 NORTH OF A WOOD RAIL FENCE AND 2.5 NORTH OF A WP NAILED
 DF2503'INTO THE WOOD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2508 ***********************************************************************
 DF2508  DESIGNATION -  BV 102 217
 DF2508  PID         -  DF2508
 DF2508  STATE/COUNTY-  GA/MONROE
 DF2508  USGS QUAD   -  FORSYTH (1985)
 DF2508
 DF2508                         *CURRENT SURVEY CONTROL
 DF2508  ___________________________________________________________________
 DF2508* NAD 83(1994)-  33 06 10.19002(N)    083 53 12.94802(W)     ADJUSTED  
 DF2508* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 DF2508  ___________________________________________________________________
 DF2508  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DF2508  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF2508
 DF2508  HORZ ORDER  -  SECOND
 DF2508
 DF2508.The horizontal coordinates were established by classical geodetic methods
 DF2508.and adjusted by the National Geodetic Survey in September 1997..
 DF2508
 DF2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2508
 DF2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2508
 DF2508.The geoid height was determined by GEOID03.
 DF2508
 DF2508;                    North         East     Units Scale Factor Converg.
 DF2508;SPC GA W     -   344,039.513   726,109.354   MT  0.99990840   +0 09 10.0
 DF2508;SPC GA W     - 1,128,736.30  2,382,243.77   sFT  0.99990840   +0 09 10.0
 DF2508;UTM  17      - 3,666,395.700   230,581.954   MT  1.00049506   -1 34 39.5
 DF2508
 DF2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2508!SPC GA W     -   0.99997842  x   0.99990840  =   0.99988683
 DF2508!UTM  17      -   0.99997842  x   1.00049506  =   1.00047347
 DF2508
 DF2508:                Primary Azimuth Mark                     Grid Az
 DF2508:SPC GA W     -  BV 102 217 AZ MK                         090 43 35.5
 DF2508:UTM  17      -  BV 102 217 AZ MK                         092 27 25.0
 DF2508
 DF2508|---------------------------------------------------------------------|
 DF2508| PID    Reference Object                     Distance      Geod. Az  |
 DF2508|                                                           dddmmss.s |
 DF2508| CY7539 BV 102 217 AZ MK                                   0905245.5 |
 DF2508| DF2507 BV 102 217 GADT 1974 PTA             24.265 METERS 26258     |
 DF2508|---------------------------------------------------------------------|
 DF2508
 DF2508                          SUPERSEDED SURVEY CONTROL
 DF2508
 DF2508  NAD 83(1986)-  33 06 10.19570(N)    083 53 12.94715(W) AD(       ) 2
 DF2508  NAD 27      -  33 06 09.73245(N)    083 53 13.27546(W) AD(       ) 2
 DF2508  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 DF2508
 DF2508.Superseded values are not recommended for survey control.
 DF2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2508.See file dsdata.txt to determine how the superseded data were derived.
 DF2508
 DF2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3058266396(NAD 83)
 DF2508_MARKER: DD = SURVEY DISK
 DF2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2508
 DF2508  HISTORY     - Date     Condition        Report By
 DF2508  HISTORY     - 1974     MONUMENTED       GADT
 DF2508
 DF2508                          STATION DESCRIPTION
 DF2508
 DF2508'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2508'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTH-NORTHEAST
 DF2508'OF FORSYTH, 5-1/4 MILES WEST OF JULIETTE, AND 12 MILES
 DF2508'NORTH-NORTHWEST OF BOLINGBROKE.
 DF2508'
 DF2508'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND
 DF2508'STATE ROUTE 83 IN FORSYTH, GO NORTH ON STATE ROUTE 83 FOR 3.0
 DF2508'MILES TO THE JUNCTION OF SUTTON ROAD (COUNTY ROAD 204) TO THE
 DF2508'LEFT.  CONTINUE ALONG STATE ROUTE 83, GOING NORTH FOR 2.05
 DF2508'MILES TO THE STATION ON THE LEFT.  (NORTHWEST OF AN OLD CHURCH
 DF2508'ON THE SOUTH SIDE OF THE ROAD).
 DF2508'
 DF2508'THE STATION IS LOCATED 46 FEET NORTH OF THE CENTERLINE OF THE
 DF2508'HIGHWAY, 60.0 FEET EAST OF A POWER POLE, 20.0 FEET SOUTHWEST
 DF2508'OF A 28 INCH TWIN OAK, AND 5.0 FEET SOUTH OF A WITNESS POST.  IT
 DF2508'IS A STANDARD BRASS DISK STAMPED 102-217, SET IN THE TOP OF A
 DF2508'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DF2508'SURFACE.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2508'102-217, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2508'0.76 METER BELOW THE GROUND SURFACE.
 DF2508'
 DF2508'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ALONG
 DF2508'STATE ROUTE 83, GOING EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON
 DF2508'THE RIGHT.  IT IS LOCATED 35 FEET SOUTH OF THE CENTERLINE OF
 DF2508'STATE ROUTE 83, 13 FEET WEST OF A POWER POLE, 3.0 FEET NORTH OF
 DF2508'A WITNESS POST, AND 25.0 FEET NORTHEAST OF A CEDAR TREE.  IT IS
 DF2508'A STANDARD DISK STAMPED 102-217 AZMK, SET IN THE TOP OF A 10
 DF2508'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2504 ***********************************************************************
 DF2504  DESIGNATION -  BV 102 218
 DF2504  PID         -  DF2504
 DF2504  STATE/COUNTY-  GA/MONROE
 DF2504  USGS QUAD   -  FORSYTH (1985)
 DF2504
 DF2504                         *CURRENT SURVEY CONTROL
 DF2504  ___________________________________________________________________
 DF2504* NAD 83(1994)-  33 04 11.24269(N)    083 58 21.96690(W)     ADJUSTED  
 DF2504* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 DF2504  ___________________________________________________________________
 DF2504  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DF2504  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DF2504
 DF2504  HORZ ORDER  -  SECOND
 DF2504
 DF2504.The horizontal coordinates were established by classical geodetic methods
 DF2504.and adjusted by the National Geodetic Survey in September 1997..
 DF2504
 DF2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2504
 DF2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2504
 DF2504.The geoid height was determined by GEOID03.
 DF2504
 DF2504;                    North         East     Units Scale Factor Converg.
 DF2504;SPC GA W     -   340,357.349   718,104.323   MT  0.99990404   +0 06 20.9
 DF2504;SPC GA W     - 1,116,655.74  2,355,980.60   sFT  0.99990404   +0 06 20.9
 DF2504;UTM  17      - 3,662,954.719   222,464.429   MT  1.00054983   -1 37 23.4
 DF2504;UTM  16      - 3,663,100.179   782,622.093   MT  1.00058497   +1 39 10.6
 DF2504
 DF2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2504!SPC GA W     -   0.99997199  x   0.99990404  =   0.99987603
 DF2504!UTM  17      -   0.99997199  x   1.00054983  =   1.00052180
 DF2504!UTM  16      -   0.99997199  x   1.00058497  =   1.00055694
 DF2504
 DF2504:                Primary Azimuth Mark                     Grid Az
 DF2504:SPC GA W     -  BV 102 218 AZ MK                         136 07 01.3
 DF2504:UTM  17      -  BV 102 218 AZ MK                         137 50 45.6
 DF2504:UTM  16      -  BV 102 218 AZ MK                         134 34 11.6
 DF2504
 DF2504|---------------------------------------------------------------------|
 DF2504| PID    Reference Object                     Distance      Geod. Az  |
 DF2504|                                                           dddmmss.s |
 DF2504| CY7540 BV 102 218 AZ MK                                   1361322.2 |
 DF2504| DF2505 BV 102 218 GADT 1974 PTA             13.678 METERS 29132     |
 DF2504|---------------------------------------------------------------------|
 DF2504
 DF2504                          SUPERSEDED SURVEY CONTROL
 DF2504
 DF2504  NAD 83(1986)-  33 04 11.24832(N)    083 58 21.96605(W) AD(       ) 2
 DF2504  NAD 27      -  33 04 10.78806(N)    083 58 22.28352(W) AD(       ) 2
 DF2504  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 DF2504
 DF2504.Superseded values are not recommended for survey control.
 DF2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2504.See file dsdata.txt to determine how the superseded data were derived.
 DF2504
 DF2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2246462955(NAD 83)
 DF2504_MARKER: DD = SURVEY DISK
 DF2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2504
 DF2504  HISTORY     - Date     Condition        Report By
 DF2504  HISTORY     - 1974     MONUMENTED       GADT
 DF2504  HISTORY     - 20040604 MARK NOT FOUND   METRIC
 DF2504
 DF2504                          STATION DESCRIPTION
 DF2504
 DF2504'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2504'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHWEST OF
 DF2504'FORSYTH, 10-3/4 MILES EAST OF BARNESVILLE, AND 10-3/4 MILES
 DF2504'WEST-SOUTHWEST OF JULIETTE ON STATE RIGHT OF WAY.
 DF2504'
 DF2504'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 42 AND
 DF2504'INTERSTATE 75, LOCATED ABOUT 1-1/2 MILES NORTHWEST OF FORSYTH,
 DF2504'TRAVEL NORTHWEST ON INTERSTATE 75 FOR 1.2 MILES TO THE AZIMUTH
 DF2504'MARK ON THE LEFT.  CONTINUE NORTH ON INTERSTATE 75 FOR 0.55 MILE
 DF2504'TO THE STATION ON THE RIGHT.
 DF2504'
 DF2504'THE STATION IS A STANDARD BRASS DISK STAMPED 102-218, SET IN THE
 DF2504'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2504'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DF2504'STAMPED 102-218, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2504'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2504'LOCATED 116 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF2504'NORTHBOUND LANE OF INTERSTATE 75, 3 FEET SOUTHWEST OF A
 DF2504'WITNESS POST SET AT A RIGHT OF WAY FENCE, 35.5 FEET WEST OF A
 DF2504'POWER POLE ON THE NORTHEAST SIDE OF A RIGHT OF WAY FENCE,
 DF2504'AND 307.0 FEET SOUTH-SOUTHEAST OF ANOTHER POWER POLE ON THE
 DF2504'NORTHEAST SIDE OF THE FENCE.
 DF2504'
 DF2504'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 102-218 AZMK, SET
 DF2504'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2504'SURFACE OF THE GROUND.  IT IS LOCATED 3.0 FEET NORTHEAST OF A
 DF2504'WITNESS POST SET AT A RIGHT OF WAY FENCE LINE, 101 FEET SOUTHWEST
 DF2504'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF INTERSTATE 75, AND
 DF2504'138 FEET NORTH OF THE SOUTHEAST CORNER OF THE HAMMER BLOW
 DF2504'COMPANY BUILDING.
 DF2504
 DF2504                          STATION RECOVERY (2004)
 DF2504
 DF2504'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF2504'A TRUCK WEIGH STATION HAS BEEN BUILT AT THE SITE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2894 ***********************************************************************
 DG2894  DESIGNATION -  BV 102 219
 DG2894  PID         -  DG2894
 DG2894  STATE/COUNTY-  GA/MONROE
 DG2894  USGS QUAD   -  JOHNSTONVILLE (1973)
 DG2894
 DG2894                         *CURRENT SURVEY CONTROL
 DG2894  ___________________________________________________________________
 DG2894* NAD 83(1994)-  33 06 44.97494(N)    084 00 51.31261(W)     ADJUSTED  
 DG2894* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 DG2894  ___________________________________________________________________
 DG2894  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DG2894  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DG2894
 DG2894  HORZ ORDER  -  SECOND
 DG2894
 DG2894.The horizontal coordinates were established by classical geodetic methods
 DG2894.and adjusted by the National Geodetic Survey in September 1997..
 DG2894
 DG2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2894
 DG2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2894
 DG2894.The geoid height was determined by GEOID03.
 DG2894
 DG2894;                    North         East     Units Scale Factor Converg.
 DG2894;SPC GA W     -   345,086.561   714,223.982   MT  0.99990249   +0 04 59.7
 DG2894;SPC GA W     - 1,132,171.49  2,343,249.85   sFT  0.99990249   +0 04 59.7
 DG2894;UTM  16      - 3,667,725.928   778,612.735   MT  1.00055721   +1 37 55.6
 DG2894;UTM  17      - 3,667,802.115   218,726.163   MT  1.00057558   -1 38 51.8
 DG2894
 DG2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2894!SPC GA W     -   0.99997092  x   0.99990249  =   0.99987341
 DG2894!UTM  16      -   0.99997092  x   1.00055721  =   1.00052811
 DG2894!UTM  17      -   0.99997092  x   1.00057558  =   1.00054648
 DG2894
 DG2894:                Primary Azimuth Mark                     Grid Az
 DG2894:SPC GA W     -  BV 102 219 AZ MK                         269 15 01.6
 DG2894:UTM  16      -  BV 102 219 AZ MK                         267 42 05.7
 DG2894:UTM  17      -  BV 102 219 AZ MK                         270 58 53.1
 DG2894
 DG2894|---------------------------------------------------------------------|
 DG2894| PID    Reference Object                     Distance      Geod. Az  |
 DG2894|                                                           dddmmss.s |
 DG2894| CY9699 BV 102 219 AZ MK                                   2692001.3 |
 DG2894| DG2895 BV 102 219 GADT 1974 PTA              6.763 METERS 30106     |
 DG2894|---------------------------------------------------------------------|
 DG2894
 DG2894                          SUPERSEDED SURVEY CONTROL
 DG2894
 DG2894  NAD 83(1986)-  33 06 44.98054(N)    084 00 51.31178(W) AD(       ) 2
 DG2894  NAD 27      -  33 06 44.52682(N)    084 00 51.62131(W) AD(       ) 2
 DG2894  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 DG2894
 DG2894.Superseded values are not recommended for survey control.
 DG2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2894.See file dsdata.txt to determine how the superseded data were derived.
 DG2894
 DG2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7861367726(NAD 83)
 DG2894_MARKER: DD = SURVEY DISK
 DG2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2894
 DG2894  HISTORY     - Date     Condition        Report By
 DG2894  HISTORY     - 1974     MONUMENTED       GADT
 DG2894  HISTORY     - 20051031 POOR             METRIC
 DG2894
 DG2894                          STATION DESCRIPTION
 DG2894
 DG2894'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2894'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES NORTHWEST OF
 DG2894'FORSYTH, 9-1/4 MILES EAST-NORTHEAST OF BARNESVILLE, AND 10-3/4
 DG2894'MILES EAST OF MILNER ON STATE RIGHT OF WAY.
 DG2894'
 DG2894'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 DG2894'STATE ROUTE 42, LOCATED ABOUT 1-1/2 MILES NORTHWEST OF FORSYTH,
 DG2894'TRAVEL NORTH ALONG INTERSTATE 75 FOR 5.4 MILES TO JOHNSTONVILLE
 DG2894'ROAD CROSSING.  TURN LEFT, TRAVELING WEST ALONG JOHNSTONVILLE
 DG2894'ROAD FOR 0.8 MILE TO THE JUNCTION OF MAYS ROAD TO THE RIGHT AND
 DG2894'THE STATION ON THE RIGHT.
 DG2894'
 DG2894'THE STATION IS A STANDARD BRASS DISK STAMPED 102-219, SET IN
 DG2894'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2894'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2894'DISK STAMPED 102-219, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2894'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2894'IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF JOHNSTONVILLE
 DG2894'ROAD, 49 FEET NORTHEAST OF THE CENTERLINE OF MAYS ROAD, 29.0
 DG2894'FEET SOUTHEAST OF A PINE TREE ON THE NORTHEAST SIDE OF MAYS
 DG2894'ROAD, AND 30 FEET SOUTHWEST OF A WATER OAK TREE.
 DG2894'
 DG2894'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 DG2894'JOHNSTONVILLE ROAD FOR 0.5 MILE TO THE JUNCTION OF SMITH ROAD
 DG2894'CROSSING AND THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED
 DG2894'102-219 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DG2894'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 2.8
 DG2894'FEET NORTH OF A WITNESS POST SET AT A FENCELINE, 31.5 FEET SOUTH
 DG2894'OF THE CENTERLINE OF JOHNSTONVILLE ROAD, 96 FEET EAST OF THE
 DG2894'CENTERLINE OF SMITH ROAD, AND 55.0 FEET EAST-NORTHEAST OF
 DG2894'A POWER POLE ON THE EAST SIDE OF SMITH ROAD.
 DG2894
 DG2894                          STATION RECOVERY (2005)
 DG2894
 DG2894'RECOVERY NOTE BY METRIC SURVEYS 2005 (HLB)
 DG2894'MARK HAS BEEN STRUCK AND A PORTION OF THE CONCRETE POST KNOCKED AWAY,
 DG2894'BUT, THE MARK IS UPRIGHT AND SOLID IN THE GROUND.
 DG2894' 
 DG2894'GPS POSSIBLE, BUT NORTH 40 PERCENT OF SKY OCCLUDED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2510 ***********************************************************************
 DF2510  DESIGNATION -  BV 102 220
 DF2510  PID         -  DF2510
 DF2510  STATE/COUNTY-  GA/MONROE
 DF2510  USGS QUAD   -  INDIAN SPRINGS (1981)
 DF2510
 DF2510                         *CURRENT SURVEY CONTROL
 DF2510  ___________________________________________________________________
 DF2510* NAD 83(1994)-  33 08 18.64426(N)    083 58 49.80870(W)     ADJUSTED  
 DF2510* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 DF2510  ___________________________________________________________________
 DF2510  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DF2510  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF2510
 DF2510  HORZ ORDER  -  SECOND
 DF2510
 DF2510.The horizontal coordinates were established by classical geodetic methods
 DF2510.and adjusted by the National Geodetic Survey in September 1997..
 DF2510
 DF2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2510
 DF2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2510
 DF2510.The geoid height was determined by GEOID03.
 DF2510
 DF2510;                    North         East     Units Scale Factor Converg.
 DF2510;SPC GA W     -   347,977.072   717,368.688   MT  0.99990372   +0 06 06.4
 DF2510;SPC GA W     - 1,141,654.78  2,353,567.10   sFT  0.99990372   +0 06 06.4
 DF2510;UTM  17      - 3,670,598.131   221,958.912   MT  1.00055328   -1 37 49.4
 DF2510;UTM  16      - 3,670,702.390   781,680.172   MT  1.00057840   +1 39 06.3
 DF2510
 DF2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2510!SPC GA W     -   0.99997690  x   0.99990372  =   0.99988062
 DF2510!UTM  17      -   0.99997690  x   1.00055328  =   1.00053016
 DF2510!UTM  16      -   0.99997690  x   1.00057840  =   1.00055528
 DF2510
 DF2510:                Primary Azimuth Mark                     Grid Az
 DF2510:SPC GA W     -  BLOUNT                                   024 39 07.4
 DF2510:UTM  17      -  BLOUNT                                   026 23 03.2
 DF2510:UTM  16      -  BLOUNT                                   023 06 07.5
 DF2510
 DF2510|---------------------------------------------------------------------|
 DF2510| PID    Reference Object                     Distance      Geod. Az  |
 DF2510|                                                           dddmmss.s |
 DF2510| DF2511 BLOUNT                              APPROX. 4.9 KM 0244513.8 |
 DF2510| CY7541 BV 102 220 AZ MK                                   1194720.2 |
 DF2510| DF2509 BV 102 220 GADT 1974 PTA             14.776 METERS 15343     |
 DF2510|---------------------------------------------------------------------|
 DF2510
 DF2510                          SUPERSEDED SURVEY CONTROL
 DF2510
 DF2510  NAD 83(1986)-  33 08 18.65041(N)    083 58 49.80800(W) AD(       ) 2
 DF2510  NAD 27      -  33 08 18.20076(N)    083 58 50.13653(W) AD(       ) 2
 DF2510  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 DF2510
 DF2510.Superseded values are not recommended for survey control.
 DF2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2510.See file dsdata.txt to determine how the superseded data were derived.
 DF2510
 DF2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2195970598(NAD 83)
 DF2510_MARKER: DD = SURVEY DISK
 DF2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2510
 DF2510  HISTORY     - Date     Condition        Report By
 DF2510  HISTORY     - 1974     MONUMENTED       GADT
 DF2510
 DF2510                          STATION DESCRIPTION
 DF2510
 DF2510'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2510'THE STATION IS LOCATED APPROXIMATELY 7-3/4 MILES NORTH-NORTHWEST
 DF2510'OF FORSYTH, 11 MILES WEST OF JULIETTE, AND 8-1/4 MILES
 DF2510'SOUTH-SOUTHWEST OF INDIAN SPRINGS.
 DF2510'
 DF2510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 (STATE
 DF2510'ROUTE 42) AND COUNTY ROAD 91999 (THE MAIN ENTRANCE TO INDIAN
 DF2510'SPRINGS STATE PARK) IN INDIAN SPRINGS, GO SOUTH ON U.S. HIGHWAY
 DF2510'23 FOR 1.4 MILES TO THE JUNCTION OF COUNTY ROAD 136 TO THE
 DF2510'RIGHT.  CONTINUE ALONG U.S. HIGHWAY 23 FOR 4.5 MILES TO THE
 DF2510'JUNCTION OF BLOUNT ROAD (COUNTY ROAD 91698) TO THE RIGHT.  TURN
 DF2510'RIGHT, GOING WEST ALONG BLOUNT ROAD FOR 0.3 MILE TO THE
 DF2510'JUNCTION OF WESTBROOKS ROAD (COUNTY ROAD 163) TO THE LEFT.
 DF2510'TURN LEFT ON WESTBROOKS ROAD, GOING SOUTH FOR 2.2 MILES TO THE
 DF2510'TOWALIGA RIVER.  CONTINUE ALONG WESTBROOKS ROAD FOR 0.85
 DF2510'MILE TO ITS TERMINATION AT THE JUNCTION OF HIGH FALLS ROAD
 DF2510'(COUNTY ROAD 91279) CROSSING AND THE AZIMUTH MARK ON THE
 DF2510'SOUTH SIDE OF HIGH FALLS ROAD.  TURN RIGHT, GOING WEST ON
 DF2510'HIGH FALLS ROAD FOR APPROXIMATELY 250 FEET TO THE STATION
 DF2510'ON THE RIGHT.
 DF2510'
 DF2510'THE STATION IS LOCATED 17 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF2510'OF HIGH FALLS ROAD, 100 FEET NORTH OF A 20 INCH PECAN TREE ON
 DF2510'THE SOUTH SIDE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, AND
 DF2510'129 FEET SOUTHEAST OF A POWER POLE.  IT IS A STANDARD BRASS DISK
 DF2510'STAMPED 102-220, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2510'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 DF2510'STATION IS A STANDARD DISK STAMPED 102-220, SET IN AN IRREGULAR
 DF2510'MASS OF CONCRETE ABOUT 0.73 METER BELOW THE GROUND SURFACE.
 DF2510'
 DF2510'THE AZIMUTH MARK IS LOCATED 17 FEET SOUTH-SOUTHWEST OF THE
 DF2510'CENTERLINE OF THE ROAD, 2.5 FEET NORTH-NORTHEAST OF A WITNESS
 DF2510'POST, 140 FEET NORTHEAST OF A POWER POLE, 90 FEET SOUTHEAST OF
 DF2510'A 30 INCH OAK TREE IN THE NORTHEAST QUADRANT OF THE INTERSECTION,
 DF2510'AND 136 FEET SOUTH OF A POWER POLE IN THE NORTHWEST QUADRANT OF
 DF2510'THE INTERSECTION.  IT IS A STANDARD DISK STAMPED 102-220 AZMK,
 DF2510'SET ON TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2510'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2795 ***********************************************************************
 CL2795  DESIGNATION -  BV 103 200
 CL2795  PID         -  CL2795
 CL2795  STATE/COUNTY-  GA/MONTGOMERY
 CL2795  USGS QUAD   -  UVALDA (1985)
 CL2795
 CL2795                         *CURRENT SURVEY CONTROL
 CL2795  ___________________________________________________________________
 CL2795* NAD 83(1994)-  32 02 49.08971(N)    082 30 11.42846(W)     ADJUSTED  
 CL2795* NAVD 88     -        59.7    (meters)     196.     (feet)  VERTCON   
 CL2795  ___________________________________________________________________
 CL2795  X           -     706,022.122 (meters)                     COMP
 CL2795  Y           -  -5,365,067.477 (meters)                     COMP
 CL2795  Z           -   3,364,863.807 (meters)                     COMP
 CL2795  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CL2795  ELLIP HEIGHT-          31.31  (meters)          (09/03/97) GPS OBS
 CL2795  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CL2795
 CL2795  HORZ ORDER  -  FIRST
 CL2795  ELLP ORDER  -  FOURTH    CLASS II
 CL2795
 CL2795.The horizontal coordinates were established by GPS observations
 CL2795.and adjusted by the National Geodetic Survey in September 1997..
 CL2795
 CL2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2795
 CL2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2795
 CL2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2795
 CL2795.The ellipsoidal height was determined by GPS observations
 CL2795.and is referenced to NAD 83.
 CL2795
 CL2795.The geoid height was determined by GEOID03.
 CL2795
 CL2795;                    North         East     Units Scale Factor Converg.
 CL2795;SPC GA E     -   226,974.161   168,221.629   MT  0.99991245   -0 10 42.8
 CL2795;SPC GA E     -   744,664.39    551,907.13   sFT  0.99991245   -0 10 42.8
 CL2795;UTM  17      - 3,546,629.858   358,082.387   MT  0.99984838   -0 47 51.9
 CL2795
 CL2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2795!SPC GA E     -   0.99999508  x   0.99991245  =   0.99990753
 CL2795!UTM  17      -   0.99999508  x   0.99984838  =   0.99984346
 CL2795
 CL2795                          SUPERSEDED SURVEY CONTROL
 CL2795
 CL2795  NAD 83(1986)-  32 02 49.09507(N)    082 30 11.42978(W) AD(       ) 1
 CL2795  NGVD 29 (12/08/88)   60.0    (m)          197.     (f) GPS OBS        
 CL2795
 CL2795.Superseded values are not recommended for survey control.
 CL2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2795.See file dsdata.txt to determine how the superseded data were derived.
 CL2795
 CL2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5808246630(NAD 83)
 CL2795_MARKER: DD = SURVEY DISK
 CL2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2795+STABILITY: SURFACE MOTION
 CL2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2795+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1986
 CL2795
 CL2795  HISTORY     - Date     Condition        Report By
 CL2795  HISTORY     - 1985     MONUMENTED       GADT
 CL2795  HISTORY     - 19861212 GOOD
 CL2795
 CL2795                          STATION DESCRIPTION
 CL2795
 CL2795'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2795'THE STATION IS LOCATED AT THE CITY LIMITS ON THE NORTH EDGE OF
 CL2795'UVALDA ABOUT 1.3 KM (0.8 MI) NORTH OF THE CENTER OF TOWN.
 CL2795'OWNERSHIP--STATE RIGHT OF WAY.
 CL2795'
 CL2795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 WITH
 CL2795'STATE ROUTES 56 AND 135 IN UVALDA, GO NORTH ON STATE ROUTE 135 FOR
 CL2795'1.3 KM (0.8 MI) TO THE CITY LIMITS AND THE STATION AT A BEIGE
 CL2795'CINDERBLOCK HOUSE ON THE RIGHT.
 CL2795'
 CL2795'THE STATION IS A STANDARD GADT DISK
 CL2795'STAMPED---103-200 1985---,
 CL2795'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2795'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2795'25.9 METERS (85.0 FT) NORTH-NORTHEAST FROM A 1.3 METER OAK TREE,
 CL2795'22.4 METERS (73.4 FT) EAST-NORTHEAST FROM A POWER POLE WITH
 CL2795'TELEPHONE BOX,
 CL2795'18.8 METERS (61.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 CL2795'HOUSE,
 CL2795'8.7 METERS (28.6 FT) EAST-SOUTHEAST FROM THE CENTER OF THE ROAD AND
 CL2795'2.47 METERS (8.1 FT) SOUTHEAST FROM A WITNESS POST.
 CL2795'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2795'STAMPED---103-200 1985---,
 CL2795'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2795'
 CL2795'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2795'STAMPED---103-200 1985 AZ MK---,
 CL2795'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2795'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2795'19.0 METERS (62.5 FT) SOUTH FROM A TELEPHONE BOX,
 CL2795'16.9 METERS (55.4 FT) WEST-NORTHWEST FROM THE SOUTH SIDE OF A
 CL2795'CEMENT CULVERT LEADING TO THE WHITE HOUSE ACROSS THE ROAD,
 CL2795'7.3 METERS (23.9 FT) WEST-NORTHWEST FROM THE CENTER OF THE ROAD AND
 CL2795'1.86 METERS (6.1 FT) WEST FROM A METAL WITNESS POST.
 CL2795'TO REACH THE AZIMUTH FROM THE STATION,
 CL2795'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.6 KM (0.35 MI) ON THE
 CL2795'STATE ROUTE TO THE STATION ON THE LEFT ACROSS THE HIGHWAY FROM A
 CL2795'SHED AND WHITE BLOCK HOUSE.  THE STATION IS 30 METERS SOUTH OF THE
 CL2795'EXTENDED CENTER OF COUNTY SAND ROAD 109 AND ABOUT 0.75 METERS BELOW
 CL2795'THE LEVEL OF THE HIGHWAY.
 CL2795'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2795'STAMPED---103-200 1985 AZ MK---,
 CL2795'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2795'
 CL2795'DESCRIBED BY B. PUTZIGER.
 CL2795
 CL2795                          STATION RECOVERY (1986)
 CL2795
 CL2795'RECOVERED 1986
 CL2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2923 ***********************************************************************
 CL2923  DESIGNATION -  BV 103 200 AZ MK
 CL2923  PID         -  CL2923
 CL2923  STATE/COUNTY-  GA/MONTGOMERY
 CL2923  USGS QUAD   -  UVALDA (1985)
 CL2923
 CL2923                         *CURRENT SURVEY CONTROL
 CL2923  ___________________________________________________________________
 CL2923* NAD 83(1994)-  32 03 07.66342(N)    082 30 03.36694(W)     ADJUSTED  
 CL2923* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 CL2923  ___________________________________________________________________
 CL2923  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CL2923  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CL2923
 CL2923  HORZ ORDER  -  SECOND
 CL2923
 CL2923.The horizontal coordinates were established by classical geodetic methods
 CL2923.and adjusted by the National Geodetic Survey in September 1997..
 CL2923.No horizontal observational check was made to the station.
 CL2923
 CL2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2923
 CL2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2923
 CL2923.The geoid height was determined by GEOID03.
 CL2923
 CL2923;                    North         East     Units Scale Factor Converg.
 CL2923;SPC GA E     -   227,545.561   168,434.872   MT  0.99991228   -0 10 38.6
 CL2923;SPC GA E     -   746,539.06    552,606.74   sFT  0.99991228   -0 10 38.6
 CL2923;UTM  17      - 3,547,198.884   358,301.779   MT  0.99984762   -0 47 48.0
 CL2923
 CL2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2923!SPC GA E     -   0.99999453  x   0.99991228  =   0.99990681
 CL2923!UTM  17      -   0.99999453  x   0.99984762  =   0.99984215
 CL2923
 CL2923                          SUPERSEDED SURVEY CONTROL
 CL2923
 CL2923  NAD 83(1986)-  32 03 07.66862(N)    082 30 03.36780(W) AD(       ) 2
 CL2923  NGVD 29 (06/19/89)   64.     (m)          210.     (f) VERT ANG       
 CL2923
 CL2923.Superseded values are not recommended for survey control.
 CL2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2923.See file dsdata.txt to determine how the superseded data were derived.
 CL2923
 CL2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5830247199(NAD 83)
 CL2923_MARKER: DD = SURVEY DISK
 CL2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2923+STABILITY: SURFACE MOTION
 CL2923
 CL2923  HISTORY     - Date     Condition        Report By
 CL2923  HISTORY     - 1985     MONUMENTED       GADT
 CL2923
 CL2923                          STATION DESCRIPTION
 CL2923
 CL2923'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2923'THE STATION IS LOCATED ABOUT 1.9 KM (1.4 MI)
 CL2923'NORTH OF THE CENTER OF VIDALIA ALONG STATE ROUTE 135.
 CL2923'OWNERSHIP--STATE RIGHT OF WAY.
 CL2923'
 CL2923'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 135
 CL2923'WITH U.S. HIGHWAY 221 IN UVALDA, GO NORTH ON STATE ROUTE 135 FOR
 CL2923'1.35 KM (0.8 MI) TO THE TOWN LIMITS.  CONTINUE AHEAD FOR 0.6 KM
 CL2923'(0.37 MI) TO THE STATION ON THE LEFT ACROSS THE ROAD FROM A WHITE
 CL2923'HOUSE WITH A SHED AND FENCE TO THE SOUTH OF IT.
 CL2923'
 CL2923'THE STATION IS A STANDARD GADT DISK
 CL2923'STAMPED---103-200 1985 AZ MK---,
 CL2923'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2923'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2923'19.0 METERS (62.5 FT) SOUTH FROM A TELEPHONE BOX,
 CL2923'16.9 METERS (55.4 FT) WEST-NORTHWEST FROM A PIPE CULVERTS SOUTH END,
 CL2923'7.3 METERS (23.9 FT) WEST-NORTHWEST FROM THE CENTER OF THE STATE
 CL2923'ROUTE AND ABOUT 0.75 METERS BELOW IT AND,
 CL2923'1.86 METERS (6.1 FT) WEST FROM A METAL WITNESS POST.
 CL2923'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2923'STAMPED---103-200 1985 AZ MK---,
 CL2923'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2923'
 CL2923'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2923'
 CL2923'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2796 ***********************************************************************
 CL2796  DESIGNATION -  BV 103 201
 CL2796  PID         -  CL2796
 CL2796  STATE/COUNTY-  GA/MONTGOMERY
 CL2796  USGS QUAD   -  ALSTON (1970)
 CL2796
 CL2796                         *CURRENT SURVEY CONTROL
 CL2796  ___________________________________________________________________
 CL2796* NAD 83(1994)-  32 05 46.70838(N)    082 29 00.81522(W)     ADJUSTED  
 CL2796* NAVD 88     -        69.9    (meters)     229.     (feet)  VERTCON   
 CL2796  ___________________________________________________________________
 CL2796  X           -     707,479.878 (meters)                     COMP
 CL2796  Y           -  -5,361,953.843 (meters)                     COMP
 CL2796  Z           -   3,369,505.262 (meters)                     COMP
 CL2796  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CL2796  ELLIP HEIGHT-          41.37  (meters)          (09/03/97) GPS OBS
 CL2796  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CL2796
 CL2796  HORZ ORDER  -  FIRST
 CL2796  ELLP ORDER  -  FOURTH    CLASS II
 CL2796
 CL2796.The horizontal coordinates were established by GPS observations
 CL2796.and adjusted by the National Geodetic Survey in September 1997..
 CL2796
 CL2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2796
 CL2796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2796
 CL2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2796
 CL2796.The ellipsoidal height was determined by GPS observations
 CL2796.and is referenced to NAD 83.
 CL2796
 CL2796.The geoid height was determined by GEOID03.
 CL2796
 CL2796;                    North         East     Units Scale Factor Converg.
 CL2796;SPC GA E     -   232,439.099   170,090.040   MT  0.99991103   -0 10 06.2
 CL2796;SPC GA E     -   762,593.94    558,037.07   sFT  0.99991103   -0 10 06.2
 CL2796;UTM  17      - 3,552,073.909   360,009.658   MT  0.99984168   -0 47 18.3
 CL2796
 CL2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2796!SPC GA E     -   0.99999350  x   0.99991103  =   0.99990453
 CL2796!UTM  17      -   0.99999350  x   0.99984168  =   0.99983519
 CL2796
 CL2796                          SUPERSEDED SURVEY CONTROL
 CL2796
 CL2796  NAD 83(1986)-  32 05 46.71439(N)    082 29 00.81776(W) AD(       ) 1
 CL2796  NGVD 29 (12/08/88)   70.1    (m)          230.     (f) GPS OBS        
 CL2796
 CL2796.Superseded values are not recommended for survey control.
 CL2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2796.See file dsdata.txt to determine how the superseded data were derived.
 CL2796
 CL2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6001052074(NAD 83)
 CL2796_MARKER: DD = SURVEY DISK
 CL2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2796+STABILITY: SURFACE MOTION
 CL2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2796+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1986
 CL2796
 CL2796  HISTORY     - Date     Condition        Report By
 CL2796  HISTORY     - 1985     MONUMENTED       GADT
 CL2796  HISTORY     - 19861125 GOOD
 CL2796
 CL2796                          STATION DESCRIPTION
 CL2796
 CL2796'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2796'THE STATION IS LOCATED IN A Y JUNCTION FORMED BY STATE ROUTE 135
 CL2796'AND COUNTY SAND ROAD 95, 2.1 KM (1.3 MI) NORTH OF ALSTON.
 CL2796'OWNERSHIP--STATE RIGHT OF WAY.
 CL2796'
 CL2796'TO REACH THE STATION FROM THE POST OFFICE IN ALSTON AT THE JUNCTION
 CL2796'OF STATE ROUTE 135 AND COUNTY PAVED ROAD 172, GO WEST ON STATE
 CL2796'ROUTE 135 FOR 0.5 KM (0.3 MI) TO WHERE STATE ROUTE 135 TURNS NORTH.
 CL2796'TURN RIGHT, NORTH, FOR 1.1 KM (0.7 MI) TO THE MOUNT CALVARY CHURCH
 CL2796'ON THE LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO COUNTY SAND
 CL2796'ROAD 95 AT A Y LEFT AND THE STATION IN THE Y.
 CL2796'
 CL2796'THE STATION IS A STANDARD GADT DISK
 CL2796'STAMPED---103-201 1985---,
 CL2796'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2796'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2796'18.3 METERS (60.1 FT) NORTHEAST FROM A LONE PINE IN A FIELD,
 CL2796'18.0 METERS (59.1 FT) WEST FROM THE CENTER OF THE STATE ROUTE,
 CL2796'12.95 METERS (42.5 FT) SOUTH FROM A POWER POLE,
 CL2796'6.7 METERS (22.0 FT) EAST FROM THE CENTER OF THE SAND ROAD AND
 CL2796'1.28 METERS (4.2 FT) NORTH FROM A WITNESS POST.
 CL2796'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2796'STAMPED---103-201 1985---,
 CL2796'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2796'
 CL2796'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2796'STAMPED---103-201 1985 AZ MK---,
 CL2796'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2796'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2796'11.6 METERS (38.1 FT) NORTH FROM A LARGE SQUARE POST IN A FENCE,
 CL2796'9.2 METERS (30.2 FT) EAST FROM THE CENTER OF THE PAVED ROAD,
 CL2796'1.31 METERS (4.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 CL2796'1.0 METERS (3.3 FT) WEST FROM A WIRE FENCE, TOP BARBED.
 CL2796'TO REACH THE AZIMUTH FROM THE STATION,
 CL2796'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.4 KM (0.28 MI) ON STATE
 CL2796'ROUTE 135 TO THE STATION ON THE RIGHT BETWEEN THE THIRD AND FOURTH
 CL2796'POWER POLES AFTER THE ONE AT THE STATION AND 0.15 KM (0.1 MI) SOUTH
 CL2796'OF COUNTY SAND ROAD 94 WHICH IS
 CL2796'ON THE WEST SIDE OF THE HIGHWAY.
 CL2796'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2796'STAMPED---103-201 1985 AZ MK---,
 CL2796'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2796'
 CL2796'DESCRIBED BY B. PUTZIGER.
 CL2796
 CL2796                          STATION RECOVERY (1986)
 CL2796
 CL2796'RECOVERED 1986
 CL2796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2924 ***********************************************************************
 CL2924  DESIGNATION -  BV 103 201 AZ MK
 CL2924  PID         -  CL2924
 CL2924  STATE/COUNTY-  GA/MONTGOMERY
 CL2924  USGS QUAD   -  ALSTON (1970)
 CL2924
 CL2924                         *CURRENT SURVEY CONTROL
 CL2924  ___________________________________________________________________
 CL2924* NAD 83(1994)-  32 05 59.86779(N)    082 28 54.99360(W)     ADJUSTED  
 CL2924* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL2924  ___________________________________________________________________
 CL2924  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CL2924  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CL2924
 CL2924  HORZ ORDER  -  SECOND
 CL2924
 CL2924.The horizontal coordinates were established by classical geodetic methods
 CL2924.and adjusted by the National Geodetic Survey in September 1997..
 CL2924
 CL2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2924
 CL2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2924
 CL2924.The geoid height was determined by GEOID03.
 CL2924
 CL2924;                    North         East     Units Scale Factor Converg.
 CL2924;SPC GA E     -   232,843.955   170,243.858   MT  0.99991092   -0 10 03.1
 CL2924;SPC GA E     -   763,922.21    558,541.72   sFT  0.99991092   -0 10 03.1
 CL2924;UTM  17      - 3,552,477.048   360,167.837   MT  0.99984114   -0 47 15.5
 CL2924
 CL2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2924!SPC GA E     -   0.99999410  x   0.99991092  =   0.99990502
 CL2924!UTM  17      -   0.99999410  x   0.99984114  =   0.99983524
 CL2924
 CL2924                          SUPERSEDED SURVEY CONTROL
 CL2924
 CL2924  NAD 83(1986)-  32 05 59.87369(N)    082 28 54.99578(W) AD(       ) 2
 CL2924  NGVD 29 (06/19/89)   66.     (m)          217.     (f) VERT ANG       
 CL2924
 CL2924.Superseded values are not recommended for survey control.
 CL2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2924.See file dsdata.txt to determine how the superseded data were derived.
 CL2924
 CL2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6016852477(NAD 83)
 CL2924_MARKER: DD = SURVEY DISK
 CL2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2924+STABILITY: SURFACE MOTION
 CL2924
 CL2924  HISTORY     - Date     Condition        Report By
 CL2924  HISTORY     - 1985     MONUMENTED       GADT
 CL2924
 CL2924                          STATION DESCRIPTION
 CL2924
 CL2924'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2924'THE STATION IS LOCATED ON THE EAST SIDE OF STATE ROUTE 135
 CL2924'APPROXIMATELY 2.5 KM (1.6 MI) NORTH OF ALSTON.
 CL2924'OWNERSHIP--STATE RIGHT OF WAY.
 CL2924'
 CL2924'TO REACH THE STATION FROM THE POST OFFICE IN ALSTON AT THE JUNCTION
 CL2924'OF STATE ROUTE 135 AND COUNTY PAVED ROAD 172,  GO WEST ON THE STATE
 CL2924'ROUTE FOR 0.5 KM (0.3 MI) TO WHERE THE STATE ROUTE TURNS NORTH.
 CL2924'TURN RIGHT ONTO STATE ROUTE 135 FOR 1.1 KM (0.7 MI) TO THE MOUNT
 CL2924'CALVARY CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO
 CL2924'COUNTY SAND ROAD 95 AT A Y JUNCTION LEFT.  CONTINUE AHEAD FOR
 CL2924'0.44 KM (0.35 MI) TO THE STATION ON THE RIGHT 0.15 KM (0.1 MI) SOUTH
 CL2924'OF COUNTY SAND ROAD 94 TO THE WEST.
 CL2924'
 CL2924'THE STATION IS A STANDARD GADT DISK
 CL2924'STAMPED---103-201 1985 AZ MK---,
 CL2924'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2924'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2924'11.6 METERS (38.1 FT) NORTH FROM A LARGE SQUARE FENCE POST,
 CL2924'9.2 METERS (30.2 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CL2924'1.31 METERS (4.3 FT) SOUTHEAST FROM A WITNESS POST AND
 CL2924'1.0 METERS (3.3 FT) WEST FROM A WIRE FENCE, TOP BARBED.
 CL2924'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2924'STAMPED---103-201 1985 AZ MK---,
 CL2924'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2924'
 CL2924'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2924'
 CL2924'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2797 ***********************************************************************
 CL2797  DESIGNATION -  BV 103 202
 CL2797  PID         -  CL2797
 CL2797  STATE/COUNTY-  GA/MONTGOMERY
 CL2797  USGS QUAD   -  UVALDA (1985)
 CL2797
 CL2797                         *CURRENT SURVEY CONTROL
 CL2797  ___________________________________________________________________
 CL2797* NAD 83(1994)-  32 03 19.80158(N)    082 33 33.40196(W)     ADJUSTED  
 CL2797* NAVD 88     -        65.6    (meters)     215.     (feet)  VERTCON   
 CL2797  ___________________________________________________________________
 CL2797  X           -     700,703.986 (meters)                     COMP
 CL2797  Y           -  -5,365,263.506 (meters)                     COMP
 CL2797  Z           -   3,365,668.803 (meters)                     COMP
 CL2797  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CL2797  ELLIP HEIGHT-          37.33  (meters)          (09/03/97) GPS OBS
 CL2797  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2797
 CL2797  HORZ ORDER  -  FIRST
 CL2797  ELLP ORDER  -  FOURTH    CLASS II
 CL2797
 CL2797.The horizontal coordinates were established by GPS observations
 CL2797.and adjusted by the National Geodetic Survey in September 1997..
 CL2797
 CL2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2797
 CL2797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2797
 CL2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2797
 CL2797.The ellipsoidal height was determined by GPS observations
 CL2797.and is referenced to NAD 83.
 CL2797
 CL2797.The geoid height was determined by GEOID03.
 CL2797
 CL2797;                    North         East     Units Scale Factor Converg.
 CL2797;SPC GA E     -   227,937.956   162,926.836   MT  0.99991694   -0 12 30.2
 CL2797;SPC GA E     -   747,826.44    534,535.79   sFT  0.99991694   -0 12 30.2
 CL2797;UTM  17      - 3,547,650.765   352,798.620   MT  0.99986722   -0 49 39.8
 CL2797
 CL2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2797!SPC GA E     -   0.99999414  x   0.99991694  =   0.99991108
 CL2797!UTM  17      -   0.99999414  x   0.99986722  =   0.99986136
 CL2797
 CL2797                          SUPERSEDED SURVEY CONTROL
 CL2797
 CL2797  NAD 83(1986)-  32 03 19.80690(N)    082 33 33.40315(W) AD(       ) 1
 CL2797  NGVD 29 (12/08/88)   65.9    (m)          216.     (f) GPS OBS        
 CL2797
 CL2797.Superseded values are not recommended for survey control.
 CL2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2797.See file dsdata.txt to determine how the superseded data were derived.
 CL2797
 CL2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5279947651(NAD 83)
 CL2797_MARKER: DD = SURVEY DISK
 CL2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2797+STABILITY: SURFACE MOTION
 CL2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2797+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1986
 CL2797
 CL2797  HISTORY     - Date     Condition        Report By
 CL2797  HISTORY     - 1985     MONUMENTED       GADT
 CL2797  HISTORY     - 19861212 GOOD
 CL2797
 CL2797                          STATION DESCRIPTION
 CL2797
 CL2797'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2797'THE STATION IS LOCATED ABOUT 13.8 KM (8.6 MI)
 CL2797'SOUTH OF MOUNT VERNON,
 CL2797'5.3 KM (3.3 MI) EAST OF THE OCONEE RIVER AND
 CL2797'5.3 KM (3.3 MI) WEST-NORTHWEST OF UVALDA.
 CL2797'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2797'
 CL2797'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN MOUNT
 CL2797'VERNON, GO SOUTH ON A NARROW COUNTY ROAD, 159, FOR 0.96 KM (0.6 MI)
 CL2797'TO A RIGHT TURN, DEAD END AHEAD.  TURN RIGHT FOR 0.24 KM (0.15 MI)
 CL2797'TO A T JUNCTION WITH COUNTY PAVED ROAD 134.  TURN LEFT, SOUTH, FOR
 CL2797'2.2 KM (1.4 MI) TO COUNTY SAND ROAD 138 ON THE LEFT.  CONTINUE AHEAD
 CL2797'FOR 3.0 KM (1.9 MI) TO THE LOTTS CREEK CHURCH ON THE LEFT.  CONTINUE
 CL2797'AHEAD FOR 5.5 KM (3.4 MI) TO COUNTY PAVED ROAD 151 ON THE RIGHT.
 CL2797'TURN RIGHT, SOUTHWEST FOR 0.6 KM (0.38 MI) TO A BACK Y JUNCTION WITH
 CL2797'COUNTY SAND ROAD 124 ON THE RIGHT.  BEAR LEFT, SOUTH, FOR 1.0 KM
 CL2797'(0.65 MI) TO AN OFFSET CROSSING, COUNTY SAND ROAD 151 ON THE LEFT.
 CL2797'CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT NORTH
 CL2797'OF A DRIVEWAY LEADING TO A STAINED PINE FRAME HOUSE.
 CL2797'
 CL2797'THE STATION IS A STANDARD GADT DISK
 CL2797'STAMPED---103-202 1985---,
 CL2797'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2797'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2797'22.10 METERS (72.5 FT) NORTH-NORTHWEST FROM A TELEPHONE BOX,
 CL2797'14.60 METERS (47.9 FT) NORTH-NORTHWEST FROM THE CENTER OF A
 CL2797'DRIVEWAY TO THE HOUSE,
 CL2797'12.95 METERS (42.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE COUNTY
 CL2797'ROAD,
 CL2797'7.45 METERS (24.4 FT) SOUTH-SOUTHEAST FROM A RIGHT OF WAY POST AND
 CL2797'0.98 METERS (3.2 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CL2797'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2797'STAMPED---103-202 1985---,
 CL2797'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2797'
 CL2797'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2797'STAMPED---103-202 1985 AZ MK---,
 CL2797'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2797'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2797'28.22 METERS (92.6 FT) EAST-NORTHEAST FROM THE SOUTH METAL POST OF
 CL2797'GATE,
 CL2797'11.06 METERS (36.3 FT) WEST-SOUTHWEST FROM THE CENTER OF THE COUNTY
 CL2797'PAVED ROAD,
 CL2797'4.75 METERS (15.6 FT) NORTH FROM THE CENTER OF THE WOODS ROAD AND
 CL2797'1.71 METERS (5.6 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CL2797'TO REACH THE AZIMUTH FROM THE STATION,
 CL2797'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.35 MI) ON COUNTY
 CL2797'PAVED ROAD 124 TO THE STATION ON THE RIGHT AT A WOODS ROAD.
 CL2797'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2797'STAMPED---103-202 1985 AZ MK---,
 CL2797'SET INTO AN IRREGULAR MASS OF CONCRETE 0.76 METERS BELOW THE SURFACE.
 CL2797'
 CL2797'DESCRIBED BY B. PUTZIGER.
 CL2797
 CL2797                          STATION RECOVERY (1986)
 CL2797
 CL2797'RECOVERED 1986
 CL2797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2925 ***********************************************************************
 CL2925  DESIGNATION -  BV 103 202 AZ MK
 CL2925  PID         -  CL2925
 CL2925  STATE/COUNTY-  GA/MONTGOMERY
 CL2925  USGS QUAD   -  UVALDA (1985)
 CL2925
 CL2925                         *CURRENT SURVEY CONTROL
 CL2925  ___________________________________________________________________
 CL2925* NAD 83(1994)-  32 03 00.63185(N)    082 33 27.82088(W)     ADJUSTED  
 CL2925* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 CL2925  ___________________________________________________________________
 CL2925  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CL2925  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2925
 CL2925  HORZ ORDER  -  SECOND
 CL2925
 CL2925.The horizontal coordinates were established by classical geodetic methods
 CL2925.and adjusted by the National Geodetic Survey in September 1997..
 CL2925.No horizontal observational check was made to the station.
 CL2925
 CL2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2925
 CL2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2925
 CL2925.The geoid height was determined by GEOID03.
 CL2925
 CL2925;                    North         East     Units Scale Factor Converg.
 CL2925;SPC GA E     -   227,347.008   163,071.089   MT  0.99991681   -0 12 27.1
 CL2925;SPC GA E     -   745,887.64    535,009.06   sFT  0.99991681   -0 12 27.1
 CL2925;UTM  17      - 3,547,058.322   352,936.471   MT  0.99986672   -0 49 36.4
 CL2925
 CL2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2925!SPC GA E     -   0.99999493  x   0.99991681  =   0.99991174
 CL2925!UTM  17      -   0.99999493  x   0.99986672  =   0.99986165
 CL2925
 CL2925                          SUPERSEDED SURVEY CONTROL
 CL2925
 CL2925  NAD 83(1986)-  32 03 00.63709(N)    082 33 27.82252(W) AD(       ) 2
 CL2925  NGVD 29 (06/19/89)   61.     (m)          200.     (f) VERT ANG       
 CL2925
 CL2925.Superseded values are not recommended for survey control.
 CL2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2925.See file dsdata.txt to determine how the superseded data were derived.
 CL2925
 CL2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5293647058(NAD 83)
 CL2925_MARKER: DD = SURVEY DISK
 CL2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2925+STABILITY: SURFACE MOTION
 CL2925
 CL2925  HISTORY     - Date     Condition        Report By
 CL2925  HISTORY     - 1985     MONUMENTED       GADT
 CL2925
 CL2925                          STATION DESCRIPTION
 CL2925
 CL2925'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2925'THE STATION IS LOCATED ABOUT 14.3 KM (9.0 MI)
 CL2925'SOUTH OF MOUNT VERNON,
 CL2925'5.3 KM (3.3 MI) EAST OF THE OCONEE RIVER AND
 CL2925'5.0 KM (3.2 MI) WEST-NORTHWEST OF UVALDA.
 CL2925'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2925'
 CL2925'TO REACH THE STATION FROM THE WEST SIGE OF THE COURTHOUSE IN MOUNT
 CL2925'VERNON GO SOUTH ON NARROW COUNTY PAVED ROAD 159 FOR 0.96 KM (0.6 MI)
 CL2925'TO A TURN RIGHT, DEAD END AHEAD.  TURN RIGHT FOR 0.24 KM (0.15 MI)
 CL2925'TO A T JUNCTION WITH COUNTY PAVED ROAD 134.  TURN LEFT, SOUTH, FOR
 CL2925'5.2 KM (3.3 MI) TO THE LOTTS CREEK CHURCH ON THE LEFT.  CONTINUE
 CL2925'AHEAD FOR 5.5 KM (3.4 MI) TO COUNTY PAVED ROAD 151 ON THE RIGHT.
 CL2925'TURN RIGHT, SOUTHWEST, FOR 0.6 KM (0.38 MI) TO A BACK Y JUNCTION
 CL2925'WITH COUNTY SAND ROAD 124 ON THE RIGHT.  TURN LEFT, SOUTH, FOR
 CL2925'1.0 KM (0.65 MI) TO AN OFFSET SAND CROSSING, COUNTY SAND ROAD 131
 CL2925'ON THE LEFT.  CONTINUE AHEAD FOR 2.0 KM (1.3 MI) TO THE STATION ON
 CL2925'RIGHT AT A WOODS ROAD.
 CL2925'
 CL2925'THE STATION IS A STANDARD GADT DISK
 CL2925'STAMPED---103-202 1985 AZ MK---,
 CL2925'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2925'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2925'28.22 METERS (92.6 FT) EAST-NORTHEAST FROM THE SOUTH METAL POST OF
 CL2925'GATE,
 CL2925'11.06 METERS (36.3 FT) WEST-SOUTHWEST FROM THE CENTER OF THE COUNTY
 CL2925'PAVED ROAD 124,
 CL2925'4.75 METERS (15.6 FT) NORTH FROM THE CENTER OF THE WOODS ROAD AND
 CL2925'1.71 METERS (5.6 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CL2925'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2925'STAMPED---103-202 1985 AZ MK---,
 CL2925'SET INTO AN IRREGULAR MASS OF CONCRETE 0.76 METERS BELOW THE SURFACE.
 CL2925'
 CL2925'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2925'
 CL2925'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2926 ***********************************************************************
 CL2926  DESIGNATION -  BV 103 203
 CL2926  PID         -  CL2926
 CL2926  STATE/COUNTY-  GA/MONTGOMERY
 CL2926  USGS QUAD   -  UVALDA (1985)
 CL2926
 CL2926                         *CURRENT SURVEY CONTROL
 CL2926  ___________________________________________________________________
 CL2926* NAD 83(1994)-  32 06 57.80862(N)    082 35 12.50507(W)     ADJUSTED  
 CL2926* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 CL2926  ___________________________________________________________________
 CL2926  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CL2926  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CL2926
 CL2926  HORZ ORDER  -  SECOND
 CL2926
 CL2926.The horizontal coordinates were established by classical geodetic methods
 CL2926.and adjusted by the National Geodetic Survey in September 1997..
 CL2926.No horizontal observational check was made to the station.
 CL2926
 CL2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2926
 CL2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2926
 CL2926.The geoid height was determined by GEOID03.
 CL2926
 CL2926;                    North         East     Units Scale Factor Converg.
 CL2926;SPC GA E     -   234,662.269   160,353.522   MT  0.99991938   -0 13 24.1
 CL2926;SPC GA E     -   769,887.79    526,093.18   sFT  0.99991938   -0 13 24.1
 CL2926;UTM  17      - 3,554,402.211   350,298.320   MT  0.99987638   -0 50 37.5
 CL2926
 CL2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2926!SPC GA E     -   0.99999613  x   0.99991938  =   0.99991551
 CL2926!UTM  17      -   0.99999613  x   0.99987638  =   0.99987251
 CL2926
 CL2926                          SUPERSEDED SURVEY CONTROL
 CL2926
 CL2926  NAD 83(1986)-  32 06 57.81350(N)    082 35 12.50546(W) AD(       ) 2
 CL2926  NGVD 29 (06/19/89)   53.3    (m)          175.     (f) VERT ANG       
 CL2926
 CL2926.Superseded values are not recommended for survey control.
 CL2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2926.See file dsdata.txt to determine how the superseded data were derived.
 CL2926
 CL2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5029854402(NAD 83)
 CL2926_MARKER: DD = SURVEY DISK
 CL2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2926+STABILITY: SURFACE MOTION
 CL2926
 CL2926  HISTORY     - Date     Condition        Report By
 CL2926  HISTORY     - 1985     MONUMENTED       GADT
 CL2926
 CL2926                          STATION DESCRIPTION
 CL2926
 CL2926'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2926'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI)
 CL2926'SOUTH OF MOUNT VERNON,
 CL2926'3.2 KM (2.0 MI) EAST OF THE OCONEE RIVER AND
 CL2926'0.6 KM (0.4 MI) SOUTH OF LOTTS CREEK CHURCH.
 CL2926'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2926'
 CL2926'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN MOUNT
 CL2926'VERNON, GO SOUTH ON NARROW COUNTY PAVED ROAD 159, FOR 0.96 KM
 CL2926'(0.6 MI) TO A TURN RIGHT, DEAD END AHEAD.  TURN RIGHT FOR 0.24 KM
 CL2926'(0.15 MI) TO A T JUNCTION WITH COUNTY PAVED ROAD 134.  TURN LEFT,
 CL2926'SOUTH, FOR 2.2 KM (1.4 MI) TO COUNTY SAND ROAD 138 ON THE LEFT.
 CL2926'CONTINUE AHEAD FOR 3.0 KM (1.9 MI) TO LOTTS CREEK CHURCH ON THE
 CL2926'LEFT.  CONTINUE AHEAD FOR 0.6 KM (0.4 MI) TO BOTH A FARM ROAD AND
 CL2926'A FIELD ENTRANCE ON THE LEFT AND THE STATION.  THERE IS A SMALL
 CL2926'PINE SHED ON THE RIGHT.
 CL2926'
 CL2926'THE STATION IS A STANDARD GADT DISK
 CL2926'STAMPED---103-203 1985---,
 CL2926'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2926'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2926'14.0 METERS (45.9 FT) EAST-NORTHEAST FROM THE CENTER OF THE COUNTY
 CL2926'ROAD,
 CL2926'8.66 METERS (28.4 FT) NORTHEAST FROM A METAL WITNESS POST,
 CL2926'5.53 METERS (18.1 FT) SOUTH FROM A POWER POLE WITH TRANSFORMER AND
 CL2926'TELEPHONE BOX,
 CL2926'2.44 METERS (8.0 FT) SOUTHWEST FROM THE SOUTH GATE POST AND
 CL2926'1.83 METERS (6.0 FT) WEST FROM A FENCE.
 CL2926'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2926'STAMPED---103-203 1985---,
 CL2926'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2926'
 CL2926'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2926'STAMPED---103-203 1985 AZ MK---,
 CL2926'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2926'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2926'10.86 METERS (35.6 FT) NORTH-NORTHEAST FROM THE NORTH GATE POST OF
 CL2926'A WOODS ROAD,
 CL2926'6.02 METERS (19.7 FT) SOUTHWEST FROM THE CENTER OF THE COUNTY ROAD,
 CL2926'5.65 METERS (19.7 FT) NORTHWEST FROM THE CENTER OF THE WOODS
 CL2926'ROAD AND
 CL2926'1.72 METERS (5.6 FT) NORTH-NORTHWEST OF A WITNESS POST.
 CL2926'TO REACH THE AZIMUTH FROM THE STATION,
 CL2926'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.8 KM (0.5 MI) ON COUNTY
 CL2926'PAVED ROAD 134 TO THE STATION ON THE RIGHT AT A WOODS ROAD WITH A
 CL2926'CABLE GATE.
 CL2926'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2926'STAMPED---103-203 1985 AZ MK---,
 CL2926'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2926'
 CL2926'THE AZIMUTH MARK IS TO BE OCCUPIED BY THE GLOBAL POSITIONING
 CL2926'SATELLITE SYSTEM.
 CL2926'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2798 ***********************************************************************
 CL2798  DESIGNATION -  BV 103 203 AZ MK
 CL2798  PID         -  CL2798
 CL2798  STATE/COUNTY-  GA/MONTGOMERY
 CL2798  USGS QUAD   -  UVALDA (1985)
 CL2798
 CL2798                         *CURRENT SURVEY CONTROL
 CL2798  ___________________________________________________________________
 CL2798* NAD 83(1994)-  32 06 34.98146(N)    082 34 59.16629(W)     ADJUSTED  
 CL2798* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 CL2798  ___________________________________________________________________
 CL2798  X           -     698,060.496 (meters)                     COMP
 CL2798  Y           -  -5,362,385.121 (meters)                     COMP
 CL2798  Z           -   3,370,760.946 (meters)                     COMP
 CL2798  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CL2798  ELLIP HEIGHT-          34.05  (meters)          (09/03/97) GPS OBS
 CL2798  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CL2798
 CL2798  HORZ ORDER  -  FIRST
 CL2798  ELLP ORDER  -  FOURTH    CLASS II
 CL2798
 CL2798.The horizontal coordinates were established by GPS observations
 CL2798.and adjusted by the National Geodetic Survey in September 1997..
 CL2798
 CL2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2798
 CL2798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2798
 CL2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2798
 CL2798.The ellipsoidal height was determined by GPS observations
 CL2798.and is referenced to NAD 83.
 CL2798
 CL2798.The geoid height was determined by GEOID03.
 CL2798
 CL2798;                    North         East     Units Scale Factor Converg.
 CL2798;SPC GA E     -   233,957.842   160,700.450   MT  0.99991904   -0 13 16.9
 CL2798;SPC GA E     -   767,576.69    527,231.39   sFT  0.99991904   -0 13 16.9
 CL2798;UTM  17      - 3,553,694.100   350,637.587   MT  0.99987513   -0 50 29.9
 CL2798
 CL2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2798!SPC GA E     -   0.99999465  x   0.99991904  =   0.99991369
 CL2798!UTM  17      -   0.99999465  x   0.99987513  =   0.99986978
 CL2798
 CL2798                          SUPERSEDED SURVEY CONTROL
 CL2798
 CL2798  NAD 83(1986)-  32 06 34.98610(N)    082 34 59.16721(W) AD(       ) 1
 CL2798  NGVD 29 (12/08/88)   62.7    (m)          206.     (f) GPS OBS        
 CL2798
 CL2798.Superseded values are not recommended for survey control.
 CL2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2798.See file dsdata.txt to determine how the superseded data were derived.
 CL2798
 CL2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5063853694(NAD 83)
 CL2798_MARKER: DD = SURVEY DISK
 CL2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2798+STABILITY: SURFACE MOTION
 CL2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2798+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1986
 CL2798
 CL2798  HISTORY     - Date     Condition        Report By
 CL2798  HISTORY     - 1985     MONUMENTED       GADT
 CL2798  HISTORY     - 19861205 GOOD
 CL2798
 CL2798                          STATION DESCRIPTION
 CL2798
 CL2798'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2798'THE STATION IS LOCATED ABOUT 7.2 KM (4.6 MI)
 CL2798'SOUTH OF MOUNT VERNON,
 CL2798'3.2 KM (2.0 MI) EAST OF THE OCONEE RIVER AND
 CL2798'1.4 KM (0.9 MI) SOUTH OF LOTTS CREEK CHURCH.
 CL2798'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2798'
 CL2798'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE IN MOUNT
 CL2798'VERNON, GO SOUTH ON NARROW COUNTY PAVED ROAD 159 FOR 0.96 KM
 CL2798'(0.6 MI) TO A TURN RIGHT, DEAD END AHEAD.  TURN RIGHT FOR 0.24 KM
 CL2798'(0.15 MI) TO A T JUNCTION WITH COUNTY PAVED ROAD 134.  TURN LEFT,
 CL2798'SOUTH, FOR
 CL2798'2.2 KM (1.4 MI) TO COUNTY SAND ROAD 138 ON THE LEFT.  CONTINUE AHEAD
 CL2798'FOR 3.0 KM (1.9 MI) TO THE LOTTS CREEK CHURCH ON THE LEFT.  CONTINUE
 CL2798'AHEAD FOR 1.4 KM (0.9 MI) TO THE STATION ON THE RIGHT AT A WELL USED
 CL2798'WOODS ROAD WITH CABLE GATE.
 CL2798'
 CL2798'THE STATION IS A STANDARD GADT DISK
 CL2798'STAMPED---103-203 1985 AZ MK---,
 CL2798'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2798'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2798'10.86 METERS (35.6 FT) NORTH-NORTHEAST FROM THE NORTH GATE POST OF
 CL2798'THE WOODS ROAD,
 CL2798'6.02 METERS (19.7 FT) SOUTHWEST FROM THE CENTER OF THE COUNTY ROAD,
 CL2798'5.65 METERS (18.5 FT) NORTHWEST FROM THE CENTER OF THE WOODS ROAD
 CL2798'AND
 CL2798'1.72 METERS (5.6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 CL2798'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2798'STAMPED---103-203 1985 AZ MK---,
 CL2798'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2798'
 CL2798'THIS STATION IS TO BE POSITIONED BY THE GLOBAL POSITIONING SATELLITE
 CL2798'SYSTEM.
 CL2798'DESCRIBED BY B. PUTZIGER.
 CL2798
 CL2798                          STATION RECOVERY (1986)
 CL2798
 CL2798'RECOVERED 1986
 CL2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2799 ***********************************************************************
 CL2799  DESIGNATION -  BV 103 204
 CL2799  PID         -  CL2799
 CL2799  STATE/COUNTY-  GA/MONTGOMERY
 CL2799  USGS QUAD   -  MOUNT VERNON (1985)
 CL2799
 CL2799                         *CURRENT SURVEY CONTROL
 CL2799  ___________________________________________________________________
 CL2799* NAD 83(1994)-  32 07 50.06758(N)    082 31 39.81691(W)     ADJUSTED  
 CL2799* NAVD 88     -        87.4    (meters)     287.     (feet)  VERTCON   
 CL2799  ___________________________________________________________________
 CL2799  X           -     703,085.599 (meters)                     COMP
 CL2799  Y           -  -5,360,509.643 (meters)                     COMP
 CL2799  Z           -   3,372,733.066 (meters)                     COMP
 CL2799  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CL2799  ELLIP HEIGHT-          59.03  (meters)          (09/03/97) GPS OBS
 CL2799  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CL2799
 CL2799  HORZ ORDER  -  FIRST
 CL2799  ELLP ORDER  -  FOURTH    CLASS II
 CL2799
 CL2799.The horizontal coordinates were established by GPS observations
 CL2799.and adjusted by the National Geodetic Survey in September 1997..
 CL2799
 CL2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2799
 CL2799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2799
 CL2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2799
 CL2799.The ellipsoidal height was determined by GPS observations
 CL2799.and is referenced to NAD 83.
 CL2799
 CL2799.The geoid height was determined by GEOID03.
 CL2799
 CL2799;                    North         East     Units Scale Factor Converg.
 CL2799;SPC GA E     -   236,251.622   165,934.030   MT  0.99991431   -0 11 31.3
 CL2799;SPC GA E     -   775,102.20    544,401.90   sFT  0.99991431   -0 11 31.3
 CL2799;UTM  17      - 3,555,930.958   355,895.430   MT  0.99985609   -0 48 45.6
 CL2799
 CL2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2799!SPC GA E     -   0.99999073  x   0.99991431  =   0.99990504
 CL2799!UTM  17      -   0.99999073  x   0.99985609  =   0.99984682
 CL2799
 CL2799                          SUPERSEDED SURVEY CONTROL
 CL2799
 CL2799  NAD 83(1986)-  32 07 50.07325(N)    082 31 39.81882(W) AD(       ) 1
 CL2799  NGVD 29 (12/08/88)   87.7    (m)          288.     (f) GPS OBS        
 CL2799
 CL2799.Superseded values are not recommended for survey control.
 CL2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2799.See file dsdata.txt to determine how the superseded data were derived.
 CL2799
 CL2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5589555931(NAD 83)
 CL2799_MARKER: DD = SURVEY DISK
 CL2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2799+STABILITY: SURFACE MOTION
 CL2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2799+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1986
 CL2799
 CL2799  HISTORY     - Date     Condition        Report By
 CL2799  HISTORY     - 1985     MONUMENTED       GADT
 CL2799  HISTORY     - 19861205 GOOD
 CL2799
 CL2799                          STATION DESCRIPTION
 CL2799
 CL2799'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2799'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 CL2799'NORTHWEST OF ALSTON AND
 CL2799'8.0 KM (5.0 MI) SOUTHEAST OF MOUNT VERNON.
 CL2799'OWNERSHIP--STATE RIGHT OF WAY.
 CL2799'
 CL2799'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 CL2799'MOUNT VERNON, GO SOUTHEAST ON U.S. HIGHWAY 221, STATE ROUTE 56, FOR
 CL2799'0.9 KM (0.55 MI) TO STATE ROUTE 181 ON THE LEFT.  BEAR LEFT FOR
 CL2799'2.7 KM (1.7 MI) TO STATE ROUTE 56 SPUR CROSSING.  CONTINUE AHEAD FOR
 CL2799'1.1 KM (0.6 MI) TO COUNTY SAND ROAD 145 ON THE LEFT.  CONTINUE AHEAD
 CL2799'FOR 3.2 KM (2.0 MI) TO COUNTY SAND ROAD 143 ON THE RIGHT AT THE
 CL2799'SOUTHEAST CORNER OF A PECAN ORCHARD AND THE AZIMUTH MARK ON THE
 CL2799'LEFT.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO COUNTY PAVED ROAD 164
 CL2799'ON THE LEFT IN A REVERSE Y JUNCTION AND THE STATION IN THE Y THUS
 CL2799'FORMED.
 CL2799'
 CL2799'THE STATION IS A STANDARD GADT DISK
 CL2799'STAMPED---103-204 1985---,
 CL2799'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2799'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2799'13.34 METERS (43.8 FT) NORTH-NORTHEAST FROM THE CENTER OF STATE
 CL2799'ROUTE 181,
 CL2799'11.53 METERS (37.8 FT) SOUTHEAST FROM THE MOST SOUTHWEST OF THREE
 CL2799'GUY WIRES,
 CL2799'10.65 METERS (34.9 FT) SOUTHWEST FROM THE CENTER OF THE COUNTY ROAD,
 CL2799'7.75 METERS (25.45 FT) SOUTH-SOUTHEAST FROM A POWER POLE AND
 CL2799'1.29 METERS (4.2 FT) NORTHEAST FROM A WITNESS POST.
 CL2799'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2799'STAMPED---103-204 1985---,
 CL2799'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2799'
 CL2799'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2799'STAMPED---103-204 1985 AZ MK---,
 CL2799'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2799'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2799'9.45 METERS (31.0 FT) NORTH-NORTHEAST FROM THE CENTER OF COUNTY
 CL2799'SAND ROAD 143,
 CL2799'9.35 METERS (30.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF STATE
 CL2799'ROUTE 181,
 CL2799'8.71 METERS (26.6 FT) WEST-NORTHWEST FROM A PIPE CULVERT,
 CL2799'6.43 METERS (21.1 FT) NORTHEAST FROM A FENCE CORNER POST
 CL2799'3.02 METERS (9.9 FT) NORTHWEST FROM A 0.6 METER PECAN TREE AND
 CL2799'0.81 METERS (2.6 FT) EAST FROM A METAL WITNESS POST.
 CL2799'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2799'STAMPED---103-204 1985 AZ MK---,
 CL2799'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2799'
 CL2799'DESCRIBED BY B. PUTZIGER.
 CL2799
 CL2799                          STATION RECOVERY (1986)
 CL2799
 CL2799'RECOVERED 1986
 CL2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2927 ***********************************************************************
 CL2927  DESIGNATION -  BV 103 204 AZ MK
 CL2927  PID         -  CL2927
 CL2927  STATE/COUNTY-  GA/MONTGOMERY
 CL2927  USGS QUAD   -  MOUNT VERNON (1985)
 CL2927
 CL2927                         *CURRENT SURVEY CONTROL
 CL2927  ___________________________________________________________________
 CL2927* NAD 83(1994)-  32 08 06.12073(N)    082 32 05.97808(W)     ADJUSTED  
 CL2927* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL2927  ___________________________________________________________________
 CL2927  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CL2927  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CL2927
 CL2927  HORZ ORDER  -  SECOND
 CL2927
 CL2927.The horizontal coordinates were established by classical geodetic methods
 CL2927.and adjusted by the National Geodetic Survey in September 1997..
 CL2927.No horizontal observational check was made to the station.
 CL2927
 CL2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2927
 CL2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2927
 CL2927.The geoid height was determined by GEOID03.
 CL2927
 CL2927;                    North         East     Units Scale Factor Converg.
 CL2927;SPC GA E     -   236,748.376   165,250.077   MT  0.99991489   -0 11 45.3
 CL2927;SPC GA E     -   776,731.96    542,157.96   sFT  0.99991489   -0 11 45.3
 CL2927;UTM  17      - 3,556,435.062   355,216.938   MT  0.99985851   -0 48 59.9
 CL2927
 CL2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2927!SPC GA E     -   0.99999301  x   0.99991489  =   0.99990790
 CL2927!UTM  17      -   0.99999301  x   0.99985851  =   0.99985152
 CL2927
 CL2927                          SUPERSEDED SURVEY CONTROL
 CL2927
 CL2927  NAD 83(1986)-  32 08 06.12692(N)    082 32 05.97961(W) AD(       ) 2
 CL2927  NGVD 29 (06/19/89)   73.     (m)          240.     (f) VERT ANG       
 CL2927
 CL2927.Superseded values are not recommended for survey control.
 CL2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2927.See file dsdata.txt to determine how the superseded data were derived.
 CL2927
 CL2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5521756435(NAD 83)
 CL2927_MARKER: DD = SURVEY DISK
 CL2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2927+STABILITY: SURFACE MOTION
 CL2927
 CL2927  HISTORY     - Date     Condition        Report By
 CL2927  HISTORY     - 1985     MONUMENTED       GADT
 CL2927
 CL2927                          STATION DESCRIPTION
 CL2927
 CL2927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2927'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 CL2927'NORTHWEST OF ALSTON AND
 CL2927'7.2 KM (4.5 MI) SOUTHEAST OF MOUNT VERNON.
 CL2927'OWNERSHIP--STATE RIGHT OF WAY.
 CL2927'
 CL2927'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE IN
 CL2927'MOUNT VERNON, GO SOUTHEAST ON U.S. HIGHWAY 221, STATE ROUTE 56, FOR
 CL2927'0.9 KM (0.55 MI) TO STATE ROUTE 181 ON THE LEFT.  BEAR LEFT ONTO
 CL2927'STATE ROUTE 181 FOR 2.7 KM (1.7 MI) TO STATE ROUTE 56 SPUR CROSSING.
 CL2927'CONTINUE AHEAD FOR 1.0 KM (0.6 MI) TO COUNTY SAND ROAD 145 ON THE
 CL2927'LEFT.  CONTINUE AHEAD FOR 3.2 KM (2.0 MI) TO COUNTY SAND ROAD 143 ON
 CL2927'THE RIGHT AT THE SOUTHEAST EDGE OF A PECAN ORCHARD AND THE STATION
 CL2927'AT THE EDGE OF THE ORCHARD.
 CL2927'
 CL2927'THE STATION IS A STANDARD GADT DISK
 CL2927'STAMPED---103-204 1985 AZ MK---,
 CL2927'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2927'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2927'9.45 METERS (31.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE SAND
 CL2927'ROAD,
 CL2927'9.35 METERS (30.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 CL2927'ROAD,
 CL2927'8.71 METERS (26.6 FT) WEST-NORTHWEST FROM A PIPE CULVERT,
 CL2927'6.43 METERS (21.1 FT) NORTHEAST FROM A FENCE CORNER POST,
 CL2927'3.02 METERS (9.9 FT) NORTHWEST FROM A 0.6 METER PECAN TREE AND
 CL2927'0.81 METERS (2.6 FT) EAST FROM A METAL WITNESS POST.
 CL2927'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2927'STAMPED---103-204 1985 AZ MK---,
 CL2927'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2927'
 CL2927'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2927'
 CL2927'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2800 ***********************************************************************
 CL2800  DESIGNATION -  BV 103 206
 CL2800  PID         -  CL2800
 CL2800  STATE/COUNTY-  GA/MONTGOMERY
 CL2800  USGS QUAD   -  MOUNT VERNON (1985)
 CL2800
 CL2800                         *CURRENT SURVEY CONTROL
 CL2800  ___________________________________________________________________
 CL2800* NAD 83(1994)-  32 11 15.57294(N)    082 33 58.59898(W)     ADJUSTED  
 CL2800* NAVD 88     -        77.11   (+/-2cm)     253.0    (feet)  VERTCON   
 CL2800  ___________________________________________________________________
 CL2800  X           -     699,041.642 (meters)                     COMP
 CL2800  Y           -  -5,357,631.731 (meters)                     COMP
 CL2800  Z           -   3,378,086.495 (meters)                     COMP
 CL2800  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CL2800  ELLIP HEIGHT-          48.66  (meters)          (09/03/97) GPS OBS
 CL2800  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CL2800
 CL2800  HORZ ORDER  -  FIRST
 CL2800  VERT ORDER  -  THIRD (See Below)
 CL2800  ELLP ORDER  -  FOURTH    CLASS II
 CL2800
 CL2800.The horizontal coordinates were established by GPS observations
 CL2800.and adjusted by the National Geodetic Survey in September 1997..
 CL2800
 CL2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2800.The vertical order pertains to the NGVD 29 superseded value.
 CL2800
 CL2800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2800
 CL2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2800
 CL2800.The ellipsoidal height was determined by GPS observations
 CL2800.and is referenced to NAD 83.
 CL2800
 CL2800.The geoid height was determined by GEOID03.
 CL2800
 CL2800;                    North         East     Units Scale Factor Converg.
 CL2800;SPC GA E     -   242,594.011   162,320.264   MT  0.99991750   -0 12 46.3
 CL2800;SPC GA E     -   795,910.52    532,545.73   sFT  0.99991750   -0 12 46.3
 CL2800;UTM  17      - 3,562,311.808   352,350.820   MT  0.99986885   -0 50 04.2
 CL2800
 CL2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2800!SPC GA E     -   0.99999236  x   0.99991750  =   0.99990986
 CL2800!UTM  17      -   0.99999236  x   0.99986885  =   0.99986121
 CL2800
 CL2800:                Primary Azimuth Mark                     Grid Az
 CL2800:SPC GA E     -  BV 103 206 AZ MK                         115 17 38.8
 CL2800:UTM  17      -  BV 103 206 AZ MK                         115 54 56.7
 CL2800
 CL2800|---------------------------------------------------------------------|
 CL2800| PID    Reference Object                     Distance      Geod. Az  |
 CL2800|                                                           dddmmss.s |
 CL2800| CL2928 BV 103 206 AZ MK                    APPROX. 1.1 KM 1150452.5 |
 CL2800| CL0488 T 75                                 51.322 METERS 15543     |
 CL2800|---------------------------------------------------------------------|
 CL2800
 CL2800                          SUPERSEDED SURVEY CONTROL
 CL2800
 CL2800  NAD 83(1986)-  32 11 15.57723(N)    082 33 58.59860(W) AD(       ) 1
 CL2800  NGVD 29 (12/08/88)   77.33   (m)          253.7    (f) LEVELING    3  
 CL2800
 CL2800.Superseded values are not recommended for survey control.
 CL2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2800.See file dsdata.txt to determine how the superseded data were derived.
 CL2800
 CL2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5235162312(NAD 83)
 CL2800_MARKER: DD = SURVEY DISK
 CL2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2800+STABILITY: SURFACE MOTION
 CL2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2800+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2003
 CL2800
 CL2800  HISTORY     - Date     Condition        Report By
 CL2800  HISTORY     - 1985     MONUMENTED       GADT
 CL2800  HISTORY     - 19861202 GOOD
 CL2800  HISTORY     - 20031224 GOOD             GADT
 CL2800
 CL2800                          STATION DESCRIPTION
 CL2800
 CL2800'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2800'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF BROAD AND NORTH
 CL2800'RAILROAD STREETS IN AILEY.
 CL2800'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2800'
 CL2800'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2800'ROUTE 227 IN AILEY, GO NORTH ON THE STATE ROUTE 227 FOR 0.32 KM
 CL2800'(0.2 MI) TO THE NORTH SIDE OF THE SEABOARD RAILWAY TRACK AND NORTH
 CL2800'RAILROAD STREET.  THE STATION IS IN THE NORTHWEST QUADRANT OF THE
 CL2800'STREETS.
 CL2800'
 CL2800'THE STATION IS A STANDARD GADT DISK
 CL2800'STAMPED---103-206 1985---,
 CL2800'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2800'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2800'16.83 METERS (55.2 FT) WEST FROM A FIRE HYDRANT,
 CL2800'8.65 METERS (28.4 FT) WEST FROM THE CENTER OF ROUTE 227,
 CL2800'7.64 METERS (25.0 FT) NORTH-NORTHEAST FROM THE CENTER OF NORTH
 CL2800'RAILROAD STREET,
 CL2800'3.27 METERS (10.7 FT) NORTH-NORTHWEST FROM A POWER POLE WITH GUY AND
 CL2800'0.88 METERS (2.9 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CL2800'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2800'STAMPED---103-206 1985---,
 CL2800'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 CL2800'
 CL2800'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2800'STAMPED---103-206 1985 AZ MK---,
 CL2800'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2800'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2800'12.0 METERS (39.4 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS,
 CL2800'8.71 METERS (28.6 FT) NORTH-NORTHEAST FROM A WHISTLE SIGN,
 CL2800'7.41 METERS (24.3 FT) SOUTHWEST FROM THE CENTER OF COUNTY ROAD 69
 CL2800'AND,
 CL2800'1.84 METERS (6.0 FT) NORTHWEST FROM A WITNESS POST.
 CL2800'TO REACH THE AZIMUTH FROM THE STATION,
 CL2800'GO EAST FOR 1.1 KM (0.7 MI) ON NORTH RAILROAD STREET, WHICH IS ALSO
 CL2800'COUNTY PAVED ROAD 67 TO THE STATION ON THE RIGHT.
 CL2800'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2800'STAMPED---103-206 1985 AZ MK---,
 CL2800'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2800'
 CL2800'DESCRIBED BY B. PUTZIGER.
 CL2800
 CL2800                          STATION RECOVERY (1986)
 CL2800
 CL2800'RECOVERED 1986
 CL2800'RECOVERED IN GOOD CONDITION.
 CL2800
 CL2800                          STATION RECOVERY (2003)
 CL2800
 CL2800'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL2800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2928 ***********************************************************************
 CL2928  DESIGNATION -  BV 103 206 AZ MK
 CL2928  PID         -  CL2928
 CL2928  STATE/COUNTY-  GA/MONTGOMERY
 CL2928  USGS QUAD   -  MOUNT VERNON (1985)
 CL2928
 CL2928                         *CURRENT SURVEY CONTROL
 CL2928  ___________________________________________________________________
 CL2928* NAD 83(1994)-  32 11 00.52547(N)    082 33 20.79827(W)     ADJUSTED  
 CL2928* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL2928  ___________________________________________________________________
 CL2928  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CL2928  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CL2928
 CL2928  HORZ ORDER  -  SECOND
 CL2928
 CL2928.The horizontal coordinates were established by classical geodetic methods
 CL2928.and adjusted by the National Geodetic Survey in September 1997..
 CL2928
 CL2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2928
 CL2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2928
 CL2928.The geoid height was determined by GEOID03.
 CL2928
 CL2928;                    North         East     Units Scale Factor Converg.
 CL2928;SPC GA E     -   242,126.918   163,308.669   MT  0.99991660   -0 12 26.1
 CL2928;SPC GA E     -   794,378.06    535,788.52   sFT  0.99991660   -0 12 26.1
 CL2928;UTM  17      - 3,561,834.044   353,334.051   MT  0.99986528   -0 49 43.7
 CL2928
 CL2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2928!SPC GA E     -   0.99999066  x   0.99991660  =   0.99990726
 CL2928!UTM  17      -   0.99999066  x   0.99986528  =   0.99985595
 CL2928
 CL2928                          SUPERSEDED SURVEY CONTROL
 CL2928
 CL2928  NAD 83(1986)-  32 11 00.52912(N)    082 33 20.79726(W) AD(       ) 2
 CL2928  NGVD 29 (06/19/89)   88.     (m)          289.     (f) VERT ANG       
 CL2928
 CL2928.Superseded values are not recommended for survey control.
 CL2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2928.See file dsdata.txt to determine how the superseded data were derived.
 CL2928
 CL2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5333461834(NAD 83)
 CL2928_MARKER: DD = SURVEY DISK
 CL2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2928+STABILITY: SURFACE MOTION
 CL2928
 CL2928  HISTORY     - Date     Condition        Report By
 CL2928  HISTORY     - 1985     MONUMENTED       GADT
 CL2928
 CL2928                          STATION DESCRIPTION
 CL2928
 CL2928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2928'THE STATION IS LOCATED IN AILEY ALONG THE NORTH SIDE OF COUNTY
 CL2928'PAVED ROAD 67, WHICH IS ALSO NORTH RAILROAD STREET ABOUT 1.0 KM
 CL2928'(0.6 MI) EAST OF STATE ROUTE 227.
 CL2928'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2928'
 CL2928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2928'ROUTE 227 IN AILEY, GO NORTH ON THE STATE ROUTE FOR 0.32 KM (0.2 MI)
 CL2928'TO STATE ROUTE 67 CROSSING NORTH OF THE RAILWAY TRACKS.  TURN RIGHT
 CL2928'FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 CL2928'
 CL2928'THE STATION IS A STANDARD GADT DISK
 CL2928'STAMPED---103-206 1985 AZ MK---,
 CL2928'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2928'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2928'12.0 METERS (39.4 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS,
 CL2928'8.71 METERS (28.6 FT) NORTH-NORTHEAST FROM A WHISTLE POST,
 CL2928'7.41 METERS (24.3 FT) SOUTHWEST FROM THE CENTER OF COUNTY ROAD 67
 CL2928'AND
 CL2928'1.84 METERS (6.0 FT) NORTHWEST FROM A METAL WITNESS POST.
 CL2928'THE UNDERGROUND MARK IS A STANDARD DADT DISK
 CL2928'STAMPED---103-206 1985 AZ MK---,
 CL2928'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 CL2928'
 CL2928'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2928'
 CL2928'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2801 ***********************************************************************
 CL2801  DESIGNATION -  BV 103 207
 CL2801  PID         -  CL2801
 CL2801  STATE/COUNTY-  GA/MONTGOMERY
 CL2801  USGS QUAD   -  VIDALIA (1985)
 CL2801
 CL2801                         *CURRENT SURVEY CONTROL
 CL2801  ___________________________________________________________________
 CL2801* NAD 83(1994)-  32 14 13.76123(N)    082 28 51.15651(W)     ADJUSTED  
 CL2801* NAVD 88     -        92.6    (meters)     304.     (feet)  VERTCON   
 CL2801  ___________________________________________________________________
 CL2801  X           -     706,645.360 (meters)                     COMP
 CL2801  Y           -  -5,353,695.969 (meters)                     COMP
 CL2801  Z           -   3,382,738.560 (meters)                     COMP
 CL2801  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CL2801  ELLIP HEIGHT-          63.93  (meters)          (09/03/97) GPS OBS
 CL2801  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CL2801
 CL2801  HORZ ORDER  -  FIRST
 CL2801  ELLP ORDER  -  FOURTH    CLASS II
 CL2801
 CL2801.The horizontal coordinates were established by GPS observations
 CL2801.and adjusted by the National Geodetic Survey in September 1997..
 CL2801
 CL2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2801
 CL2801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2801
 CL2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2801
 CL2801.The ellipsoidal height was determined by GPS observations
 CL2801.and is referenced to NAD 83.
 CL2801
 CL2801.The geoid height was determined by GEOID03.
 CL2801
 CL2801;                    North         East     Units Scale Factor Converg.
 CL2801;SPC GA E     -   248,055.497   170,388.870   MT  0.99991081   -0 10 03.4
 CL2801;SPC GA E     -   813,828.74    559,017.48   sFT  0.99991081   -0 10 03.4
 CL2801;UTM  17      - 3,567,685.055   360,477.759   MT  0.99984006   -0 47 24.2
 CL2801
 CL2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2801!SPC GA E     -   0.99998996  x   0.99991081  =   0.99990077
 CL2801!UTM  17      -   0.99998996  x   0.99984006  =   0.99983002
 CL2801
 CL2801                          SUPERSEDED SURVEY CONTROL
 CL2801
 CL2801  NAD 83(1986)-  32 14 13.76693(N)    082 28 51.15758(W) AD(       ) 1
 CL2801  NGVD 29 (12/08/88)   92.9    (m)          305.     (f) GPS OBS        
 CL2801
 CL2801.Superseded values are not recommended for survey control.
 CL2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2801.See file dsdata.txt to determine how the superseded data were derived.
 CL2801
 CL2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6047867685(NAD 83)
 CL2801_MARKER: DD = SURVEY DISK
 CL2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2801+STABILITY: SURFACE MOTION
 CL2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2801+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1986
 CL2801
 CL2801  HISTORY     - Date     Condition        Report By
 CL2801  HISTORY     - 1985     MONUMENTED       GADT
 CL2801  HISTORY     - 19861203 GOOD
 CL2801
 CL2801                          STATION DESCRIPTION
 CL2801
 CL2801'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2801'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTES 15 AND 29
 CL2801'WITH COUNTY PAVED ROAD 14 2.1 KM (1.3 MI) NORTH OF HIGGSTON.
 CL2801'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2801'
 CL2801'TO REACH THE STATION FROM THE JUNCTION OF THE SEABOARD COAST LINE
 CL2801'AND STATE ROUTE 15 AND 29 IN HIGGSTON, GO NORTH ON THE STATE ROUTES
 CL2801'FOR 0.6 KM (0.4 MI) TO STATE ROUTE 292 CROSSING.  CONTINUE AHEAD
 CL2801'FOR 2.0 KM (1.25 MI) TO COUNTY ROAD 14, PAVED RIGHT, SAND LEFT AND
 CL2801'THE STATION IN THE NORTHEAST QUADRANT.
 CL2801'
 CL2801'THE STATION IS A STANDARD GADT DISK
 CL2801'STAMPED---103-207 1985---,
 CL2801'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2801'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2801'32.61 METERS (107.0 FT) EAST FROM THE CENTER OF THE STATE ROUTE,
 CL2801'12.31 METERS (40.4 FT) NORTH FROM THE CENTER OF COUNTY ROAD 14,
 CL2801'4.98 METERS (15.3 FT) SOUTHEAST FROM THE MOST WEST OF TWO 30 CM
 CL2801'SAWED OFF POWER POLES IN A FENCE,
 CL2801'2.4 METERS (7.9 FT) EAST FROM A RIGHT OF WAY POST,
 CL2801'1.2 METERS (3.9 FT) SOUTH FROM A WIRE FENCE AND
 CL2801'1.1 METERS (3.6 FT) SOUTHEAST FROM A WITNESS POST.
 CL2801'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2801'STAMPED---103-207 1985---,
 CL2801'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2801'
 CL2801'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2801'STAMPED---103 207 1985 AZ MK---,
 CL2801'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2801'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2801'25.45 METERS (83.5 FT) NORTHEAST FROM A POWER POLE WITH TRANSFORMER
 CL2801'AND TWO TELEPHONE BOXES,
 CL2801'12.8 METERS (42. FT) NORTHEAST FROM THE CENTERLINE ON THE CURVED
 CL2801'PAVED ROAD,
 CL2801'11.9 METERS (39.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE SAND
 CL2801'ROAD,
 CL2801'2.33 METERS (7.7 FT) SOUTHEAST FROM AN ARROWED DEAD END SIGN AND
 CL2801'1.4 METERS (4.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2801'TO REACH THE AZIMUTH FROM THE STATION,
 CL2801'GO EAST FOR 0.55 KM (0.35 MI) ON COUNTY PAVED ROAD 14 TO THE STATION
 CL2801'AT SHARP CURVE RIGHT AND A SAND ROAD LEFT WITH THE STATION ON
 CL2801'THE EXTENDED SOUTH SIDE OF THE EAST BOUND ROAD.
 CL2801'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2801'STAMPED---103-207 1985 AZ MK---,
 CL2801'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CL2801'
 CL2801'DESCRIBED BY B. PUTZIGER.
 CL2801
 CL2801                          STATION RECOVERY (1986)
 CL2801
 CL2801'RECOVERED 1986
 CL2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2929 ***********************************************************************
 CL2929  DESIGNATION -  BV 103 207 AZ MK
 CL2929  PID         -  CL2929
 CL2929  STATE/COUNTY-  GA/MONTGOMERY
 CL2929  USGS QUAD   -  VIDALIA (1985)
 CL2929
 CL2929                         *CURRENT SURVEY CONTROL
 CL2929  ___________________________________________________________________
 CL2929* NAD 83(1994)-  32 14 17.40971(N)    082 28 30.69443(W)     ADJUSTED  
 CL2929* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL2929  ___________________________________________________________________
 CL2929  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CL2929  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CL2929
 CL2929  HORZ ORDER  -  SECOND
 CL2929
 CL2929.The horizontal coordinates were established by classical geodetic methods
 CL2929.and adjusted by the National Geodetic Survey in September 1997..
 CL2929.No horizontal observational check was made to the station.
 CL2929
 CL2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2929
 CL2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2929
 CL2929.The geoid height was determined by GEOID03.
 CL2929
 CL2929;                    North         East     Units Scale Factor Converg.
 CL2929;SPC GA E     -   248,166.318   170,924.846   MT  0.99991042   -0 09 52.5
 CL2929;SPC GA E     -   814,192.33    560,775.93   sFT  0.99991042   -0 09 52.5
 CL2929;UTM  17      - 3,567,790.039   361,014.869   MT  0.99983822   -0 47 13.4
 CL2929
 CL2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2929!SPC GA E     -   0.99999037  x   0.99991042  =   0.99990079
 CL2929!UTM  17      -   0.99999037  x   0.99983822  =   0.99982859
 CL2929
 CL2929                          SUPERSEDED SURVEY CONTROL
 CL2929
 CL2929  NAD 83(1986)-  32 14 17.41495(N)    082 28 30.69539(W) AD(       ) 2
 CL2929  NGVD 29 (06/19/89)   90.     (m)          295.     (f) VERT ANG       
 CL2929
 CL2929.Superseded values are not recommended for survey control.
 CL2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2929.See file dsdata.txt to determine how the superseded data were derived.
 CL2929
 CL2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6101567790(NAD 83)
 CL2929_MARKER: DD = SURVEY DISK
 CL2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2929+STABILITY: SURFACE MOTION
 CL2929
 CL2929  HISTORY     - Date     Condition        Report By
 CL2929  HISTORY     - 1985     MONUMENTED       GADT
 CL2929
 CL2929                          STATION DESCRIPTION
 CL2929
 CL2929'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2929'THE STATION IS LOCATED ABOUT 2.5 KM (4.0 MI)
 CL2929'NORTH-NORTHWEST OF HIGGSTON AND
 CL2929'2.5 KM (4.0 MI) NORTHWEST OF VIDALIA.
 CL2929'OWNERSHIP--COUNTY RIGHT OF WAY
 CL2929'
 CL2929'TO REACH THE STATION FROM THE JUNCTION OF THE SEABOARD COAST LINE
 CL2929'AND STATE ROUTE 15-29 IN HIGGSTON, GO NORTH ON THE STATE ROUTES FOR
 CL2929'0.6 KM (0.4 MI) TO STATE ROUTE 292 CROSSING.  CONTINUE AHEAD FOR
 CL2929'2.0 KM (1.25 MI) TO COUNTY ROAD 14, PAVED RIGHT, SAND LEFT.  TURN
 CL2929'RIGHT, EAST FOR 0.55 KM (0.35 MI) TO A SHARP TURN RIGHT AND A SAND
 CL2929'ROAD ON THE LEFT.  THE STATION IS IN THE EXTENDED SOUTH SIDE OF THE
 CL2929'EAST BOUND PAVED ROAD.
 CL2929'
 CL2929'THE STATION IS A STANDARD GADT DISK
 CL2929'STAMPED---103-207 1985 AZ MK---,
 CL2929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2929'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2929'25.45 METERS (83.5 FT) NORTHEAST FROM A POWER POLE WITH TRANSFORMER
 CL2929'AND TWO TELEPHONE BOXES,
 CL2929'12.8 METERS (42.0 FT) NORTHEAST FROM THE CENTERLINE OF THE CURVE,
 CL2929'11.9 METERS (39.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE SAND
 CL2929'ROAD,
 CL2929'2.33 METERS (7.7 FT) SOUTHEAST FROM AN ARROWED DEAD END SIGN AND
 CL2929'1.40 METERS (4.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2929'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2929'STAMPED---103-207 1985 AZ MK---,
 CL2929'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CL2929'
 CL2929'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2929'
 CL2929'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2802 ***********************************************************************
 CL2802  DESIGNATION -  BV 103 208
 CL2802  PID         -  CL2802
 CL2802  STATE/COUNTY-  GA/MONTGOMERY
 CL2802  USGS QUAD   -  OAK PARK SW (1970)
 CL2802
 CL2802                         *CURRENT SURVEY CONTROL
 CL2802  ___________________________________________________________________
 CL2802* NAD 83(1994)-  32 17 41.49417(N)    082 26 41.60708(W)     ADJUSTED  
 CL2802* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 CL2802  ___________________________________________________________________
 CL2802  X           -     709,557.466 (meters)                     COMP
 CL2802  Y           -  -5,349,856.196 (meters)                     COMP
 CL2802  Z           -   3,388,143.922 (meters)                     COMP
 CL2802  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 CL2802  ELLIP HEIGHT-          53.80  (meters)          (09/03/97) GPS OBS
 CL2802  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CL2802
 CL2802  HORZ ORDER  -  FIRST
 CL2802  ELLP ORDER  -  FOURTH    CLASS II
 CL2802
 CL2802.The horizontal coordinates were established by GPS observations
 CL2802.and adjusted by the National Geodetic Survey in September 1997..
 CL2802
 CL2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2802
 CL2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2802
 CL2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2802
 CL2802.The ellipsoidal height was determined by GPS observations
 CL2802.and is referenced to NAD 83.
 CL2802
 CL2802.The geoid height was determined by GEOID03.
 CL2802
 CL2802;                    North         East     Units Scale Factor Converg.
 CL2802;SPC GA E     -   254,444.374   173,796.781   MT  0.99990846   -0 08 55.1
 CL2802;SPC GA E     -   834,789.58    570,198.27   sFT  0.99990846   -0 08 55.1
 CL2802;UTM  17      - 3,574,036.023   363,954.667   MT  0.99982824   -0 46 19.5
 CL2802
 CL2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2802!SPC GA E     -   0.99999155  x   0.99990846  =   0.99990001
 CL2802!UTM  17      -   0.99999155  x   0.99982824  =   0.99981979
 CL2802
 CL2802                          SUPERSEDED SURVEY CONTROL
 CL2802
 CL2802  NAD 83(1986)-  32 17 41.49748(N)    082 26 41.60463(W) AD(       ) 1
 CL2802  NGVD 29 (12/08/88)   82.8    (m)          272.     (f) GPS OBS        
 CL2802
 CL2802.Superseded values are not recommended for survey control.
 CL2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2802.See file dsdata.txt to determine how the superseded data were derived.
 CL2802
 CL2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6395574036(NAD 83)
 CL2802_MARKER: DD = SURVEY DISK
 CL2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2802+STABILITY: SURFACE MOTION
 CL2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2802+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1987
 CL2802
 CL2802  HISTORY     - Date     Condition        Report By
 CL2802  HISTORY     - 1985     MONUMENTED       GADT
 CL2802  HISTORY     - 19870114 GOOD
 CL2802
 CL2802                          STATION DESCRIPTION
 CL2802
 CL2802'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2802'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI)
 CL2802'NORTH-NORTHEAST OF HIGGSTON,
 CL2802'11.6 KM (7.2 MI) EAST-SOUTHEAST OF TARRYTOWN AND
 CL2802'4.0 KM (2.5 MI) NORTH OF THE TOOMBS COUNTY LINE.
 CL2802'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2802'
 CL2802'TO REACH THE STATION FROM THE POST OFFICE IN TARRYTOWN, GO SOUTH ON
 CL2802'
 CL2802'S727, ON THE LEFT.  TURN EAST FOR 2.6 KM (1.6 MI) TO COUNTY PAVED
 CL2802'ROAD 1 ON THE LEFT.  CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO COUNTY
 CL2802'PAVED ROAD 12 CROSSING.  TURN LEFT, NORTHEAST FOR 1.8 KM (1.1 MI)
 CL2802'TO COUNTY PAVED ROAD 169 CROSSING.  CONTINUE AHEAD FOR 2.9 KM
 CL2802'(1.8 MI) TO THE WILLIAMSON CEMETERY ON THE LEFT.  CONTINUE AHEAD
 CL2802'FOR 1.8 KM (1.1 MI) TO A SHARP TURN SOUTH.  CONTINUE, NOW SOUTH, FOR
 CL2802'2.8 KM (1.75 MI) TO A FARM ROAD LEFT.  CONTINUE AHEAD FOR ABOUT 80
 CL2802'METERS TO THE STATION ON THE LEFT AT A FENCE CORNER.
 CL2802'
 CL2802'THE STATION IS A STANDARD GADT DISK
 CL2802'STAMPED---103-208 1985---,
 CL2802'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2802'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2802'34.45 METERS (113.0 FT) NORTH-NORTHEAST FROM A POWER POLE,
 CL2802'10.0 METERS (32.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2802'2.60 METERS (6.8 FT) WEST-SOUTHWEST FROM A FENCE CORNER POST AND
 CL2802'1.10 METERS (3.6 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CL2802'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2802'STAMPED---103-208 1985---,
 CL2802'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2802'
 CL2802'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2802'STAMPED---103-208 1985 AZ MK---,
 CL2802'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2802'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2802'33.60 METERS (110.2 FT) EAST FROM A POWER POLE,
 CL2802'8.44 METERS (27.7 FT) WEST FROM THE CENTER OF THE ROAD,
 CL2802'2.52 METERS (10.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH
 CL2802'TRANSFORMER AND
 CL2802'2.21 METERS (7.3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CL2802'TO REACH THE AZIMUTH FROM THE STATION,
 CL2802'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.3 MI) ON THE
 CL2802'COUNTY PAVED ROAD TO THE STATION ON THE RIGHT, NORTH OF A DRIVEWAY
 CL2802'TO A WHITE FRAME HOUSE.
 CL2802'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2802'STAMPED---103-208 1985 AZ MK---,
 CL2802'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2802'
 CL2802'DESCRIBED BY B. PUTZIGER.
 CL2802
 CL2802                          STATION RECOVERY (1987)
 CL2802
 CL2802'RECOVERED 1987
 CL2802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2930 ***********************************************************************
 CL2930  DESIGNATION -  BV 103 208 AZ MK
 CL2930  PID         -  CL2930
 CL2930  STATE/COUNTY-  GA/MONTGOMERY
 CL2930  USGS QUAD   -  OAK PARK SW (1970)
 CL2930
 CL2930                         *CURRENT SURVEY CONTROL
 CL2930  ___________________________________________________________________
 CL2930* NAD 83(1994)-  32 17 27.08611(N)    082 26 39.72611(W)     ADJUSTED  
 CL2930* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL2930  ___________________________________________________________________
 CL2930  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 CL2930  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CL2930
 CL2930  HORZ ORDER  -  SECOND
 CL2930
 CL2930.The horizontal coordinates were established by classical geodetic methods
 CL2930.and adjusted by the National Geodetic Survey in September 1997..
 CL2930.No horizontal observational check was made to the station.
 CL2930
 CL2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2930
 CL2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2930
 CL2930.The geoid height was determined by GEOID03.
 CL2930
 CL2930;                    North         East     Units Scale Factor Converg.
 CL2930;SPC GA E     -   254,000.473   173,844.841   MT  0.99990843   -0 08 54.1
 CL2930;SPC GA E     -   833,333.22    570,355.95   sFT  0.99990843   -0 08 54.1
 CL2930;UTM  17      - 3,573,591.661   363,997.891   MT  0.99982810   -0 46 18.2
 CL2930
 CL2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2930!SPC GA E     -   0.99999069  x   0.99990843  =   0.99989912
 CL2930!UTM  17      -   0.99999069  x   0.99982810  =   0.99981879
 CL2930
 CL2930                          SUPERSEDED SURVEY CONTROL
 CL2930
 CL2930  NAD 83(1986)-  32 17 27.08937(N)    082 26 39.72414(W) AD(       ) 2
 CL2930  NGVD 29 (06/19/89)   88.     (m)          289.     (f) VERT ANG       
 CL2930
 CL2930.Superseded values are not recommended for survey control.
 CL2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2930.See file dsdata.txt to determine how the superseded data were derived.
 CL2930
 CL2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6399873592(NAD 83)
 CL2930_MARKER: DD = SURVEY DISK
 CL2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2930+STABILITY: SURFACE MOTION
 CL2930
 CL2930  HISTORY     - Date     Condition        Report By
 CL2930  HISTORY     - 1985     MONUMENTED       GADT
 CL2930
 CL2930                          STATION DESCRIPTION
 CL2930
 CL2930'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2930'THE STATION IS LOCATED ABOUT 8.4 KM (5.1 MI)
 CL2930'NORTH-NORTHEAST OF HIGGSTON,
 CL2930'12.0 KM (7.4 MI) EAST-SOUTHEAST OF OF TARRYTOWN AND
 CL2930'3.6 KM (203 MI) NORTH OF THE TOOMBS COUNTY LINE BY ROAD.
 CL2930'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2930'
 CL2930'TO REACH THE STATION FROM THE POST OFFICE IN TARRYTOWN, GO SOUTH ON
 CL2930'STATE ROUTE 15-29 FOR 0.32 KM (0.2 MI) TO COUNTY PAVED ROAD 26,
 CL2930'S727, ON THE LEFT.  TURN EAST FOR 2.6 KM (1.6 MI) TO COUNTY PAVED
 CL2930'1 ON THE LEFT.  CONTINUE HAEAD FOR 2.7 KM (1.7 MI) TO COUNTY PAVED
 CL2930'ROAD 12 CROSSING.  TURN LEFT, NORTHEAST, FOR 1.8 KM (1.1 MI) TO
 CL2930'COUNTY PAVED ROAD 169 CROSSING.  CONTINUE AHEAD FOR 2.9 KM (1.8 MI)
 CL2930'TO THE WILLIAMSON CEMETERY ON THE LEFT.  CONTINUE AHEAD FOR 1.8 KM
 CL2930'(1.1 MI) TO A SHARP TURN SOUTH.  GO SOUTH FOR 3.4 KM (2.1 MI) TO
 CL2930'THE STATION ON THE RIGHT NORTH OF A DRIVEWAY TO A WHITE FRAME HOUSE.
 CL2930'
 CL2930'THE STATION IS A STANDARD GADT DISK
 CL2930'STAMPED---103-208 1985 AZ MK---,
 CL2930'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2930'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2930'33.60 METERS (110.2 FT) EAST FROM A POWER POLE,
 CL2930'8.44 METERS (27.7 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 CL2930'2.5 METERS (10.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH
 CL2930'TRANSFORMER AND
 CL2930'2.21 METERS (7.3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CL2930'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2930'STAMPED---103-208 1985 AZ MK---,
 CL2930'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2930'
 CL2930'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2803 ***********************************************************************
 CL2803  DESIGNATION -  BV 103 209
 CL2803  PID         -  CL2803
 CL2803  STATE/COUNTY-  GA/MONTGOMERY
 CL2803  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2803
 CL2803                         *CURRENT SURVEY CONTROL
 CL2803  ___________________________________________________________________
 CL2803* NAD 83(1994)-  32 15 32.95145(N)    082 32 16.79024(W)     ADJUSTED  
 CL2803* NAVD 88     -        79.9    (meters)     262.     (feet)  VERTCON   
 CL2803  ___________________________________________________________________
 CL2803  X           -     701,137.273 (meters)                     COMP
 CL2803  Y           -  -5,353,096.655 (meters)                     COMP
 CL2803  Z           -   3,384,794.885 (meters)                     COMP
 CL2803  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CL2803  ELLIP HEIGHT-          51.33  (meters)          (09/03/97) GPS OBS
 CL2803  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CL2803
 CL2803  HORZ ORDER  -  FIRST
 CL2803  ELLP ORDER  -  FOURTH    CLASS II
 CL2803
 CL2803.The horizontal coordinates were established by GPS observations
 CL2803.and adjusted by the National Geodetic Survey in September 1997..
 CL2803
 CL2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2803
 CL2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2803
 CL2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2803
 CL2803.The ellipsoidal height was determined by GPS observations
 CL2803.and is referenced to NAD 83.
 CL2803
 CL2803.The geoid height was determined by GEOID03.
 CL2803
 CL2803;                    North         East     Units Scale Factor Converg.
 CL2803;SPC GA E     -   250,511.758   165,014.247   MT  0.99991509   -0 11 53.5
 CL2803;SPC GA E     -   821,887.33    541,384.24   sFT  0.99991509   -0 11 53.5
 CL2803;UTM  17      - 3,570,199.418   355,130.485   MT  0.99985881   -0 49 15.8
 CL2803
 CL2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2803!SPC GA E     -   0.99999194  x   0.99991509  =   0.99990703
 CL2803!UTM  17      -   0.99999194  x   0.99985881  =   0.99985075
 CL2803
 CL2803                          SUPERSEDED SURVEY CONTROL
 CL2803
 CL2803  NAD 83(1986)-  32 15 32.95645(N)    082 32 16.79066(W) AD(       ) 1
 CL2803  NGVD 29 (12/08/88)   80.1    (m)          263.     (f) GPS OBS        
 CL2803
 CL2803.Superseded values are not recommended for survey control.
 CL2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2803.See file dsdata.txt to determine how the superseded data were derived.
 CL2803
 CL2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5513070199(NAD 83)
 CL2803_MARKER: DD = SURVEY DISK
 CL2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2803+STABILITY: SURFACE MOTION
 CL2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2803+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1986
 CL2803
 CL2803  HISTORY     - Date     Condition        Report By
 CL2803  HISTORY     - 1985     MONUMENTED       GADT
 CL2803  HISTORY     - 19861203 GOOD
 CL2803
 CL2803                          STATION DESCRIPTION
 CL2803
 CL2803'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2803'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 CL2803'NORTH-NORTHEAST OF AILEY,
 CL2803'8.4 KM (5.2 MI) NORTHWEST OF HIGGSTON AND
 CL2803'6.8 KM (4.2 MI) SOUTH-SOUTHEAST OF TARRYTOWN.
 CL2803'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2803'
 CL2803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CL2803'STATE ROUTE 227 IN AILEY, GO NORTH ON THE STATE ROUTE FOR 3.1 KM
 CL2803'(1.95 MI) TO A BRIDGE OVER FLAT CREEK.  CONTINUE AHEAD FOR 2.7 KM
 CL2803'(1.65 MI) TO THE SAND INTERSECTION OF COUNTY SAND ROADS 60 AND 61
 CL2803'ON THE RIGHT.  CONTINUE AHEAD FOR 1.6 KM (1.0 MI) TO COUNTY SAND
 CL2803'ROAD 38 CROSSING.  CONTINUE AHEAD FOR 1.6 KM (1.0 MI) TO A FARM
 CL2803'ENTRANCE AT A CUT ON THE RIGHT AND THE STATION 1.5 METERS ABOVE THE
 CL2803'HIGHWAY.
 CL2803'
 CL2803'THE STATION IS A STANDARD GADT DISK
 CL2803'STAMPED---103-209 1985---,
 CL2803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2803'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2803'14.00 METERS (45.9 FT) NORTH OF THE CENTER OF THE FARM ROAD,
 CL2803'13.05 METERS (42.8 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CL2803'7.96 METERS (26.1 FT) NORTH FROM SAWED OFF POWER POLE 328 USED AS A
 CL2803'A FENCE CORNER,
 CL2803'3.55 METERS (11.6 FT) NORTH-NORTHEAST FROM A POWER POLE AND
 CL2803'1.38 METERS (4.5 FT) WEST FROM A WITNESS POST IN THE FENCE LINE.
 CL2803'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2803'STAMPED---103-209 1985---, SET INTO AN IRREGULAR MASS OF CONCRETE
 CL2803'0.9 METERS BELOW THE SURFACE.
 CL2803'
 CL2803'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2803'STAMPED---103-209 1985 AZ MK---,
 CL2803'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2803'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2803'18.90 METERS (62.0 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A PIPE
 CL2803'CULVERT,
 CL2803'13.09 METERS (42.9 FT) SOUTH FROM A TELEPHONE BOX AT A SMALL POLE,
 CL2803'10.68 METERS (35.0 FT) EAST FROM THE CENTER OF THE ROAD,
 CL2803'7.90 METERS (25.9 FT) NORTHWEST FROM A FENCE POST CORNER,
 CL2803'4.05 METERS (13.3 FT) WEST FROM A TWIN PINE TREE AND
 CL2803'1.44 METERS (4.7 FT) WEST FROM A WITNESS POST.
 CL2803'TO REACH THE AZIMUTH FROM THE STATION,
 CL2803'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.7 KM (0.45 MI) ON STATE
 CL2803'ROUTE 227 TO THE STATION ON THE RIGHT ACROSS THE HIGHWAY FROM TWO
 CL2803'BRICK HOUSES AT A FARM FIELD ENTRANCE.
 CL2803'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2803'STAMPED---103-209 1985 AZ MK---,
 CL2803'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2803'
 CL2803'DESCRIBED BY B. PUTZIGER.
 CL2803
 CL2803                          STATION RECOVERY (1986)
 CL2803
 CL2803'RECOVERED 1986
 CL2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2931 ***********************************************************************
 CL2931  DESIGNATION -  BV 103 209 AZ MK
 CL2931  PID         -  CL2931
 CL2931  STATE/COUNTY-  GA/MONTGOMERY
 CL2931  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2931
 CL2931                         *CURRENT SURVEY CONTROL
 CL2931  ___________________________________________________________________
 CL2931* NAD 83(1994)-  32 15 56.76797(N)    082 32 17.55974(W)     ADJUSTED  
 CL2931* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 CL2931  ___________________________________________________________________
 CL2931  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL2931  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CL2931
 CL2931  HORZ ORDER  -  SECOND
 CL2931
 CL2931.The horizontal coordinates were established by classical geodetic methods
 CL2931.and adjusted by the National Geodetic Survey in September 1997..
 CL2931.No horizontal observational check was made to the station.
 CL2931
 CL2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2931
 CL2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2931
 CL2931.The geoid height was determined by GEOID03.
 CL2931
 CL2931;                    North         East     Units Scale Factor Converg.
 CL2931;SPC GA E     -   251,245.386   164,996.647   MT  0.99991510   -0 11 54.1
 CL2931;SPC GA E     -   824,294.24    541,326.50   sFT  0.99991510   -0 11 54.1
 CL2931;UTM  17      - 3,570,933.152   355,120.862   MT  0.99985885   -0 49 16.7
 CL2931
 CL2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2931!SPC GA E     -   0.99999115  x   0.99991510  =   0.99990625
 CL2931!UTM  17      -   0.99999115  x   0.99985885  =   0.99985000
 CL2931
 CL2931                          SUPERSEDED SURVEY CONTROL
 CL2931
 CL2931  NAD 83(1986)-  32 15 56.77298(N)    082 32 17.55955(W) AD(       ) 2
 CL2931  NGVD 29 (06/19/89)   85.     (m)          279.     (f) VERT ANG       
 CL2931
 CL2931.Superseded values are not recommended for survey control.
 CL2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2931.See file dsdata.txt to determine how the superseded data were derived.
 CL2931
 CL2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5512170933(NAD 83)
 CL2931_MARKER: DD = SURVEY DISK
 CL2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2931+STABILITY: SURFACE MOTION
 CL2931
 CL2931  HISTORY     - Date     Condition        Report By
 CL2931  HISTORY     - 1985     MONUMENTED       GADT
 CL2931
 CL2931                          STATION DESCRIPTION
 CL2931
 CL2931'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2931'THE STATION IS LOCATED ABOUT 8.7 KM (5.5 MI)
 CL2931'NORTH-NORTHEAST OF AILEY,
 CL2931'9.0 KM (5.6 MI) NORTHWEST OF HIGGSTON AND
 CL2931'6.1 KM (3.7 MI) SOUTH-SOUTHEAST OF TARRYTOWN.
 CL2931'OWNERSHIP--STATE RIGHT OF WAY.
 CL2931'
 CL2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2931'HIGHWAY 227 IN AILEY, GO NORTH ON THE STATE HIGHWAY FOR 3.1 KM
 CL2931'(1.95 MI) TO A BRIDGE OVER FLAT CREEK.  CONTINUE AHED FOR 2.7 KM
 CL2931'(1.65 MI) TO THE SAND INTERSECTION OF COUNTY ROADS 60 AND 61 ON THE
 CL2931'RIGHT.  CONTINUE AHEAD FOR 1.6 KM (1.0 MI) TO COUNTY SAND ROAD 38
 CL2931'CROSSING.  CONTINUE AHEAD FOR 2.3 KM (1.45 MI) TO THE STATION ON
 CL2931'THE RIGHT ACROSS THE ROAD FROM TWO BRICK HOUSES.  THERE IS A FIELD
 CL2931'ENTRANCE AT THE STATION AND A DRIVE TO A HOUSE TRAILER JUST NORTH
 CL2931'OF IT.
 CL2931'
 CL2931'THE STATION IS A STANDARD GADT DISK
 CL2931'STAMPED---103-209 1985 AZ MK---,
 CL2931'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2931'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2931'18.90 METERS (62.0 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A PIPE
 CL2931'CULVERT,
 CL2931'13.09 METERS (42.9 FT) SOUTH FROM A TELEPHONE BOX AT A SMALL POLE,
 CL2931'10.68 METERS (35.0 FT) EAST FROM THE CENTER OF THE ROAD,
 CL2931'7.90 METERS (25.9 FT) NORTHWEST FROM A FENCE CORNER POST,
 CL2931'4.05 METERS (13.3 FT) WEST FROM A TWIN PINE TREE AND
 CL2931'1.44 METERS (4.7 FT) WEST FROM A METAL WITNESS POST.
 CL2931'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2931'STAMPED---103-209 1985 AZ MK---,
 CL2931'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2931'
 CL2931'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2804 ***********************************************************************
 CL2804  DESIGNATION -  BV 103 210
 CL2804  PID         -  CL2804
 CL2804  STATE/COUNTY-  GA/MONTGOMERY
 CL2804  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2804
 CL2804                         *CURRENT SURVEY CONTROL
 CL2804  ___________________________________________________________________
 CL2804* NAD 83(1994)-  32 15 54.67774(N)    082 34 34.40059(W)     ADJUSTED  
 CL2804* NAVD 88     -        79.0    (meters)     259.     (feet)  VERTCON   
 CL2804  ___________________________________________________________________
 CL2804  X           -     697,519.530 (meters)                     COMP
 CL2804  Y           -  -5,353,208.290 (meters)                     COMP
 CL2804  Z           -   3,385,360.365 (meters)                     COMP
 CL2804  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CL2804  ELLIP HEIGHT-          50.50  (meters)          (09/03/97) GPS OBS
 CL2804  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CL2804
 CL2804  HORZ ORDER  -  FIRST
 CL2804  ELLP ORDER  -  FOURTH    CLASS II
 CL2804
 CL2804.The horizontal coordinates were established by GPS observations
 CL2804.and adjusted by the National Geodetic Survey in September 1997..
 CL2804
 CL2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2804
 CL2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2804
 CL2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2804
 CL2804.The ellipsoidal height was determined by GPS observations
 CL2804.and is referenced to NAD 83.
 CL2804
 CL2804.The geoid height was determined by GEOID03.
 CL2804
 CL2804;                    North         East     Units Scale Factor Converg.
 CL2804;SPC GA E     -   251,194.037   161,415.311   MT  0.99991835   -0 13 07.1
 CL2804;SPC GA E     -   824,125.77    529,576.73   sFT  0.99991835   -0 13 07.1
 CL2804;UTM  17      - 3,570,920.746   351,539.364   MT  0.99987180   -0 50 29.8
 CL2804
 CL2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2804!SPC GA E     -   0.99999207  x   0.99991835  =   0.99991042
 CL2804!UTM  17      -   0.99999207  x   0.99987180  =   0.99986387
 CL2804
 CL2804                          SUPERSEDED SURVEY CONTROL
 CL2804
 CL2804  NAD 83(1986)-  32 15 54.68204(N)    082 34 34.40063(W) AD(       ) 1
 CL2804  NGVD 29 (12/08/88)   79.2    (m)          260.     (f) GPS OBS        
 CL2804
 CL2804.Superseded values are not recommended for survey control.
 CL2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2804.See file dsdata.txt to determine how the superseded data were derived.
 CL2804
 CL2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5153970921(NAD 83)
 CL2804_MARKER: DD = SURVEY DISK
 CL2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2804+STABILITY: SURFACE MOTION
 CL2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2804+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1986
 CL2804
 CL2804  HISTORY     - Date     Condition        Report By
 CL2804  HISTORY     - 1985     MONUMENTED       GADT
 CL2804  HISTORY     - 19861201 GOOD
 CL2804
 CL2804                          STATION DESCRIPTION
 CL2804
 CL2804'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2804'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 CL2804'SOUTH OF TARRYTOWN AND
 CL2804'8.4 KM (5.2 MI) NORTH OF AILEY.
 CL2804'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2804'
 CL2804'TO REACH THE STATION FROM THE JUNCTION OF U.D. HIGHWAYS 221 AND 280
 CL2804'IN MOUNT VERNON, GO NORTH ON U.S. HIGHWAY 221 FOR 1.3 KM (0.8 MI)
 CL2804'TO A RAILWAY CROSSING.  CONTINUE AHEAD FOR 2.7 KM (1.65 MI) TO
 CL2804'COUNTY PAVED ROAD 35 ON THE RIGHT.  BEAR RIGHT, NORTHEAST FOR
 CL2804'3.6 KM (2.25 MI) TO A BACK Y JUNCTION WITH COUNTY SAND ROAD 47 ON
 CL2804'THE RIGHT.  CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO A CONCRETE BRIDGE
 CL2804'OVER BEAR CREEK.  CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO COUNTY SAND
 CL2804'ROAD 51 ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, 30 PACES
 CL2804'NORTH OF THE EXTENDED CENTER OF THE SAND ROAD.  CONTINUE AHEAD FOR
 CL2804'0.7 KM (0.45 MI) TO A DESERTED HOUSE WITH A HOUSE TRAILER TO THE
 CL2804'NORTH.  CONTINUE AHEAD FOR 0.16 KM (0.1 MI) TO THE STATION ON THE
 CL2804'RIGHT, SOUTH OF A HOUSE TRAILER ON THE LEFT.
 CL2804'
 CL2804'THE STATION IS A STANDARD GADT DISK
 CL2804'STAMPED---103-210 1985---,
 CL2804'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2804'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2804'25.34 METERS (83.1 FT) SOUTHEAST FROM A POWER POLE,
 CL2804'15.92 METERS (52.2 FT) NORTH FROM A POWER POLE,
 CL2804'9.76 METERS (32.0 FT) EAST-SOUTHEAST FROM THE CENTER OF THE ROAD,
 CL2804'3.50 METERS (11.5 FT) WEST-NORTHWEST FROM A FENCE AND
 CL2804'1.69 METERS (5.5 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CL2804'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2804'STAMPED---103-210 1985---,
 CL2804'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2804'
 CL2804'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2804'STAMPED---103-210 1985 AZ MK---,
 CL2804'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2804'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2804'25.12 METERS (82.4 FT) NORTH FROM A POWER POLE,
 CL2804'12.71 METERS (41.7 FT) WEST-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2804'5.55 METERS (18.2 FT) NORTH-NORTHEAST FROM A FENCE GATE POST,
 CL2804'2.14 METERS (7.0 FT) NORTH FROM A METAL WITNESS POST AND
 CL2804'0.77 METERS (2.5 FT) EAST-SOUTHEAST FROM A FENCE.
 CL2804'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2804'STAMPED---103-210 1985 AZ MK---,
 CL2804'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2804'
 CL2804'DESCRIBED BY B. PUTZIGER.
 CL2804
 CL2804                          STATION RECOVERY (1986)
 CL2804
 CL2804'RECOVERED 1986
 CL2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2932 ***********************************************************************
 CL2932  DESIGNATION -  BV 103 210 AZ MK
 CL2932  PID         -  CL2932
 CL2932  STATE/COUNTY-  GA/MONTGOMERY
 CL2932  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2932
 CL2932                         *CURRENT SURVEY CONTROL
 CL2932  ___________________________________________________________________
 CL2932* NAD 83(1994)-  32 15 29.29907(N)    082 34 44.62100(W)     ADJUSTED  
 CL2932* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 CL2932  ___________________________________________________________________
 CL2932  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CL2932  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CL2932
 CL2932  HORZ ORDER  -  SECOND
 CL2932
 CL2932.The horizontal coordinates were established by classical geodetic methods
 CL2932.and adjusted by the National Geodetic Survey in September 1997..
 CL2932.No horizontal observational check was made to the station.
 CL2932
 CL2932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2932
 CL2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2932
 CL2932.The geoid height was determined by GEOID03.
 CL2932
 CL2932;                    North         East     Units Scale Factor Converg.
 CL2932;SPC GA E     -   250,413.387   161,144.840   MT  0.99991861   -0 13 12.4
 CL2932;SPC GA E     -   821,564.59    528,689.36   sFT  0.99991861   -0 13 12.4
 CL2932;UTM  17      - 3,570,143.118   351,260.435   MT  0.99987283   -0 50 34.6
 CL2932
 CL2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2932!SPC GA E     -   0.99999454  x   0.99991861  =   0.99991315
 CL2932!UTM  17      -   0.99999454  x   0.99987283  =   0.99986737
 CL2932
 CL2932                          SUPERSEDED SURVEY CONTROL
 CL2932
 CL2932  NAD 83(1986)-  32 15 29.30354(N)    082 34 44.62164(W) AD(       ) 2
 CL2932  NGVD 29 (06/19/89)   64.     (m)          210.     (f) VERT ANG       
 CL2932
 CL2932.Superseded values are not recommended for survey control.
 CL2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2932.See file dsdata.txt to determine how the superseded data were derived.
 CL2932
 CL2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5126070143(NAD 83)
 CL2932_MARKER: DD = SURVEY DISK
 CL2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2932+STABILITY: SURFACE MOTION
 CL2932
 CL2932  HISTORY     - Date     Condition        Report By
 CL2932  HISTORY     - 1985     MONUMENTED       GADT
 CL2932
 CL2932                          STATION DESCRIPTION
 CL2932
 CL2932'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2932'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 CL2932'SOUTH OF TARRYTOWN AND
 CL2932'7.6 KM (4.7 MI) NORTH OF AILEY.
 CL2932'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2932'
 CL2932'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 AND 280
 CL2932'IN MOUNT VERNON, GO NORTH ON U.S. HIGHWAY 221 FOR 4.0 KM (2.45 MI)
 CL2932'TO COUNTY PAVED ROAD 35 ON THE RIGHT.  BEAR RIGHT, NORTHEAST FOR
 CL2932'3.6 KM (2.25 MI) YO A BACK Y JUNCTION WITH COUNTY SAND ROAD 47 ON
 CL2932'THE RIGHT.  CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO A CONCRETE BRIDGE
 CL2932'OVER BEAR CREEK.  CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO COUNTY SAND
 CL2932'SAND ROAD 51 ON THE RIGHT AND THE STATION ON THE LEFT APPROXIMATELY
 CL2932'30 PACES NORTH OF THE EXTENDED CENTER OF THE SAND ROAD AND NORTH OF
 CL2932'A WOODS ROAD LEFT.
 CL2932'
 CL2932'THE STATION IS A STANDARD GADT DISK
 CL2932'STAMPED---103-210 1985 AZ MK---,
 CL2932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2932'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2932'25.12 METERS (82.4 FT) NORTH FROM A POWER POLE,
 CL2932'12.71 METERS (41.7 FT) WEST-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2932'5.55 METERS (18.2 FT) NORTH-NORTHEAST FROM A FENCE GATE POST,
 CL2932'2.14 METERS (7.0 FT) NORTH FROM A METAL WITNESS POST AND
 CL2932'0.77 METERS (2.3 FT) EAST-SOUTHEAST FROM A FENCE.
 CL2932'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2932'STAMPED---103-210 1985 AZ MK---,
 CL2932'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2932'
 CL2932'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2932'
 CL2932'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2805 ***********************************************************************
 CL2805  DESIGNATION -  BV 103 211
 CL2805  PID         -  CL2805
 CL2805  STATE/COUNTY-  GA/MONTGOMERY
 CL2805  USGS QUAD   -  LOTHAIR (1971)
 CL2805
 CL2805                         *CURRENT SURVEY CONTROL
 CL2805  ___________________________________________________________________
 CL2805* NAD 83(1994)-  32 18 48.20948(N)    082 38 02.12032(W)     ADJUSTED  
 CL2805* NAVD 88     -        77.7    (meters)     255.     (feet)  VERTCON   
 CL2805  ___________________________________________________________________
 CL2805  X           -     691,761.942 (meters)                     COMP
 CL2805  Y           -  -5,351,074.777 (meters)                     COMP
 CL2805  Z           -   3,389,878.310 (meters)                     COMP
 CL2805  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CL2805  ELLIP HEIGHT-          48.92  (meters)          (09/03/97) GPS OBS
 CL2805  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CL2805
 CL2805  HORZ ORDER  -  FIRST
 CL2805  ELLP ORDER  -  FOURTH    CLASS II
 CL2805
 CL2805.The horizontal coordinates were established by GPS observations
 CL2805.and adjusted by the National Geodetic Survey in September 1997..
 CL2805
 CL2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2805
 CL2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2805
 CL2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2805
 CL2805.The ellipsoidal height was determined by GPS observations
 CL2805.and is referenced to NAD 83.
 CL2805
 CL2805.The geoid height was determined by GEOID03.
 CL2805
 CL2805;                    North         East     Units Scale Factor Converg.
 CL2805;SPC GA E     -   256,561.135   156,002.575   MT  0.99992386   -0 14 59.2
 CL2805;SPC GA E     -   841,734.32    511,818.45   sFT  0.99992386   -0 14 59.2
 CL2805;UTM  17      - 3,576,346.203   346,185.552   MT  0.99989176   -0 52 24.9
 CL2805
 CL2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2805!SPC GA E     -   0.99999232  x   0.99992386  =   0.99991618
 CL2805!UTM  17      -   0.99999232  x   0.99989176  =   0.99988408
 CL2805
 CL2805                          SUPERSEDED SURVEY CONTROL
 CL2805
 CL2805  NAD 83(1986)-  32 18 48.21415(N)    082 38 02.11871(W) AD(       ) 1
 CL2805  NGVD 29 (12/08/88)   77.9    (m)          256.     (f) GPS OBS        
 CL2805
 CL2805.Superseded values are not recommended for survey control.
 CL2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2805.See file dsdata.txt to determine how the superseded data were derived.
 CL2805
 CL2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4618676346(NAD 83)
 CL2805_MARKER: DD = SURVEY DISK
 CL2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2805+STABILITY: SURFACE MOTION
 CL2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2805+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1986
 CL2805
 CL2805  HISTORY     - Date     Condition        Report By
 CL2805  HISTORY     - 1985     MONUMENTED       GADT
 CL2805  HISTORY     - 19861201 GOOD
 CL2805
 CL2805                          STATION DESCRIPTION
 CL2805
 CL2805'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2805'THE STATION IS LOCATED ON THE WEST SIDE OF STATE ROUTE 199 IN THE
 CL2805'EXTREME NORTHWEST CORNER OF MONTGOMERY COUNTY.
 CL2805'OWNERSHIP--STATE RIGHT OF WAY.
 CL2805'
 CL2805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 AND 280
 CL2805'IN MOUNT VERNON, GO NORTH ON U.S. HIGHWAY 221 FOR 6.0 KM (3.75 MI)
 CL2805'TO A BRIDGE OVER BEAR CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO
 CL2805'A Y JUNCTION WITH STATE ROUTE 199 ON THE LEFT.  TURN LEFT, NORTHWEST
 CL2805'FOR 1.8 KM (1.1 MI) TO COUNTY SAND ROAD 42 ON THE LEFT.  CONTINUE
 CL2805'AHEAD FOR 5.4 KM (3.35 MI) TO COUNTY PAVED ROAD 171 ON THE LEFT.
 CL2805'CONTINUE AHEAD FOR 0.16 KM (0.1 MI) TO THE AZIMUTH MARK ON THE
 CL2805'RIGHT.  CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 CL2805'LEFT AT A DESERTED HOUSE WITH OUTBUILDINGS EVIDENTLY STILL IN USE
 CL2805'0.16 KM (0.1 MI) SOUTH OF THE TREUTLEN COUNTY LINE.
 CL2805'
 CL2805'THE STATION IS A STANDARD GADT DISK
 CL2805'STAMPED---103-211 1985---,
 CL2805'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2805'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2805'10.69 METERS (35.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2805'7.70 METERS (25.5 FT) NORTH-NORTHEAST FROM A POWER POLE WITH
 CL2805'TRANSFORMER,
 CL2805'7.64 METERS (25.1 FT) SOUTHWEST FROM THE SOUTH END OF A PIPE
 CL2805'CULVERT,
 CL2805'7.70 METERS (25.5 FT) SOUTH-SOUTHEAST FROM A FENCE GATE POST,
 CL2805'2.11 METERS (6.95 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST AND
 CL2805'1.25 METERS (4.1 FT) EAST-SOUTHEAST FROM A WOOD FENCE.
 CL2805'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2805'STAMPED---103-211 1985---,
 CL2805'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2805'
 CL2805'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2805'STAMPED---103-211 1985 AZ MK---,
 CL2805'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2805'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2805'23.18 METERS (76.0 FT) SOUTHEAST FROM A POWER POLE,
 CL2805'16.10 METERS (52.8 FT) EAST FROM A CURVE SIGN,
 CL2805'9.74 METERS (31.95 FT) EAST-SOUTHEAST FROM THE CENTER OF THE ROAD,
 CL2805'2.50 METERS (8.2 FT) WEST-NORTHWEST FROM A WIRE FENCE AND
 CL2805'1.40 METERS (4.5 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CL2805'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2805'STAMPED---103-211 1985 AZ MK---,
 CL2805'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2805'
 CL2805'DESCRIBED BY B. PUTZIGER.
 CL2805
 CL2805                          STATION RECOVERY (1986)
 CL2805
 CL2805'RECOVERED 1986
 CL2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2933 ***********************************************************************
 CL2933  DESIGNATION -  BV 103 211 AZ MK
 CL2933  PID         -  CL2933
 CL2933  STATE/COUNTY-  GA/MONTGOMERY
 CL2933  USGS QUAD   -  LOTHAIR (1971)
 CL2933
 CL2933                         *CURRENT SURVEY CONTROL
 CL2933  ___________________________________________________________________
 CL2933* NAD 83(1994)-  32 18 31.17813(N)    082 38 05.75992(W)     ADJUSTED  
 CL2933* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL2933  ___________________________________________________________________
 CL2933  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CL2933  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CL2933
 CL2933  HORZ ORDER  -  SECOND
 CL2933
 CL2933.The horizontal coordinates were established by classical geodetic methods
 CL2933.and adjusted by the National Geodetic Survey in September 1997..
 CL2933.No horizontal observational check was made to the station.
 CL2933
 CL2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2933
 CL2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2933
 CL2933.The geoid height was determined by GEOID03.
 CL2933
 CL2933;                    North         East     Units Scale Factor Converg.
 CL2933;SPC GA E     -   256,036.972   155,905.085   MT  0.99992397   -0 15 01.0
 CL2933;SPC GA E     -   840,014.63    511,498.60   sFT  0.99992397   -0 15 01.0
 CL2933;UTM  17      - 3,575,823.149   346,082.365   MT  0.99989215   -0 52 26.4
 CL2933
 CL2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2933!SPC GA E     -   0.99999312  x   0.99992397  =   0.99991709
 CL2933!UTM  17      -   0.99999312  x   0.99989215  =   0.99988527
 CL2933
 CL2933                          SUPERSEDED SURVEY CONTROL
 CL2933
 CL2933  NAD 83(1986)-  32 18 31.18286(N)    082 38 05.75872(W) AD(       ) 2
 CL2933  NGVD 29 (06/19/89)   73.     (m)          240.     (f) VERT ANG       
 CL2933
 CL2933.Superseded values are not recommended for survey control.
 CL2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2933.See file dsdata.txt to determine how the superseded data were derived.
 CL2933
 CL2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4608275823(NAD 83)
 CL2933_MARKER: DD = SURVEY DISK
 CL2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2933+STABILITY: SURFACE MOTION
 CL2933
 CL2933  HISTORY     - Date     Condition        Report By
 CL2933  HISTORY     - 1985     MONUMENTED       GADT
 CL2933
 CL2933                          STATION DESCRIPTION
 CL2933
 CL2933'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2933'THE STATION IS LOCATED 0.1G KM (0.1 MI) NORTH OF THE JUNCTION OF
 CL2933'STATE ROUTE 199 AND COUNTY PAVED ROAD 177 IN THE EXTREME
 CL2933'NORTHWEST CORNER OF MONTGOMERY COUNTY.
 CL2933'OWNERSHIP--STATE RIGHT OF WAY.
 CL2933'
 CL2933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 AND 280
 CL2933'IN MOUNT VERNON, GO NORTH ON U.S. HIGHWAY 221 FOR 6.0 KM (3.75 MI)
 CL2933'TO A BRIDGE OVER BEAR CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO
 CL2933'A Y JUNCTION WITH STATE ROUTE 199 ON THE LEFT.  BEAR LEFT, NORTHWEST
 CL2933'FOR 7.2 KM (4.45 MI) TO COUNTY PAVED ROAD 171 ON THE LEFT.  CONTINUE
 CL2933'AHEAD FOR 0.16 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 CL2933'
 CL2933'THE STATION IS A STANDARD GADT DISK
 CL2933'STAMPED---103-211 1985 AZ MK---,
 CL2933'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2933'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2933'23.18 METERS (76.0 FT) SOUTHEAST FROM A POWER POLE,
 CL2933'16.10 METERS (52.8 FT) EAST FROM A CURVE SIGN,
 CL2933'9.74 METERS (31.95 FT) EAST-SOUTHEAST FROM THE CENTER OF THE ROAD,
 CL2933'2.50 METERS (8.2 FT) WEST-NORTHWEST FROM A WIRE FENCE AND
 CL2933'1.40 METERS (4.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CL2933'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2933'STAMPED---103-211 1985 AZ MK---,
 CL2933'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2933'
 CL2933'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2933'
 CL2933'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2631 ***********************************************************************
 DF2631  DESIGNATION -  BV 104 200
 DF2631  PID         -  DF2631
 DF2631  STATE/COUNTY-  GA/MORGAN
 DF2631  USGS QUAD   -  RUTLEDGE SOUTH (1981)
 DF2631
 DF2631                         *CURRENT SURVEY CONTROL
 DF2631  ___________________________________________________________________
 DF2631* NAD 83(1994)-  33 33 07.38667(N)    083 36 30.17200(W)     ADJUSTED  
 DF2631* NAVD 88     -       226.0    (meters)     741.     (feet)  VERTCON   
 DF2631  ___________________________________________________________________
 DF2631  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DF2631  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DF2631
 DF2631  HORZ ORDER  -  SECOND
 DF2631
 DF2631.The horizontal coordinates were established by classical geodetic methods
 DF2631.and adjusted by the National Geodetic Survey in September 1997..
 DF2631
 DF2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2631
 DF2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2631
 DF2631.The geoid height was determined by GEOID03.
 DF2631
 DF2631;                    North         East     Units Scale Factor Converg.
 DF2631;SPC GA W     -   393,962.585   751,841.381   MT  0.99993312   +0 18 30.8
 DF2631;SPC GA W     - 1,292,525.58  2,466,666.26   sFT  0.99993312   +0 18 30.8
 DF2631;UTM  17      - 3,715,538.088   257,831.848   MT  1.00032307   -1 26 32.4
 DF2631
 DF2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2631!SPC GA W     -   0.99996896  x   0.99993312  =   0.99990208
 DF2631!UTM  17      -   0.99996896  x   1.00032307  =   1.00029202
 DF2631
 DF2631:                Primary Azimuth Mark                     Grid Az
 DF2631:SPC GA W     -  BV 104 200 AZ MK                         213 59 47.4
 DF2631:UTM  17      -  BV 104 200 AZ MK                         215 44 50.6
 DF2631
 DF2631|---------------------------------------------------------------------|
 DF2631| PID    Reference Object                     Distance      Geod. Az  |
 DF2631|                                                           dddmmss.s |
 DF2631| CY7542 BV 104 200 AZ MK                                   2141818.2 |
 DF2631|---------------------------------------------------------------------|
 DF2631
 DF2631                          SUPERSEDED SURVEY CONTROL
 DF2631
 DF2631  NAD 83(1986)-  33 33 07.39279(N)    083 36 30.17122(W) AD(       ) 2
 DF2631  NAD 27      -  33 33 06.94976(N)    083 36 30.53025(W) AD(       ) 2
 DF2631  NGVD 29 (07/19/86)  226.1    (m)          742.     (f) VERT ANG       
 DF2631
 DF2631.Superseded values are not recommended for survey control.
 DF2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2631.See file dsdata.txt to determine how the superseded data were derived.
 DF2631
 DF2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5783215538(NAD 83)
 DF2631_MARKER: DD = SURVEY DISK
 DF2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2631
 DF2631  HISTORY     - Date     Condition        Report By
 DF2631  HISTORY     - 1974     MONUMENTED       GADT
 DF2631
 DF2631                          STATION DESCRIPTION
 DF2631
 DF2631'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2631'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTH OF RUTLEDGE,
 DF2631'5-1/2 MILES NORTHEAST OF NEWBORN, AND 10-1/2 MILES NORTH OF SHADY
 DF2631'DALE ON THE PROPERTY OF DONALD JONES, 3566 WASHBY DRIVE, DECATUR,
 DF2631'PHONE (404) 241-2272.
 DF2631'
 DF2631'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 142,
 DF2631'229, AND 213 IN NEWBORN, TRAVEL EASTERLY ON STATE ROUTE 142 AND 213
 DF2631'FOR 0.5 MILE TO THE JUNCTION OF RUTLEDGE ROAD TO THE LEFT.
 DF2631'CONTINUE ALONG STATE ROUTE 142 AND 213 FOR 2.4 MILES TO THE
 DF2631'JUNCTION OF STATE ROUTE 213 TO THE LEFT.  TURN LEFT ON STATE
 DF2631'ROUTE 213, GOING EAST FOR 0.2 MILE TO THE JUNCTION OF COUNTY
 DF2631'ROAD 29 TO THE LEFT.  TURN LEFT, GOING NORTH ON COUNTY
 DF2631'ROAD 29 FOR 2.6 MILES TO LITTLE RIVER.  CONTINUE ALONG COUNTY
 DF2631'ROAD 29 FOR 1.8 MILES TO A DIRT ROAD FORKING TO THE LEFT AND
 DF2631'THE AZIMUTH MARK IN THE FORK.  TURN LEFT, GOING
 DF2631'NORTHEAST ALONG THE DIRT ROAD FOR 0.25 MILE TO THE STATION ON
 DF2631'THE LEFT.
 DF2631'
 DF2631'THE STATION IS A STANDARD BRASS DISK STAMPED 104-200, SET IN THE
 DF2631'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2631'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2631'104-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 DF2631'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 21 FEET
 DF2631'NORTHWEST OF THE ROAD, 3.5 FEET SOUTHEAST OF A WITNESS POST,
 DF2631'103.5 FEET SOUTH OF A POWER POLE, AND 316.0 FEET NORTHWEST OF A
 DF2631'POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD.
 DF2631'
 DF2631'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 104-200 AZMK, SET IN
 DF2631'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2631'SURFACE OF THE GROUND.  IT IS LOCATED 2.5 FEET NORTH OF A WITNESS
 DF2631'POST, 48 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 29, AND 24
 DF2631'FEET SOUTHEAST OF THE DIRT ROAD FORKING TO THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2425 ***********************************************************************
 DF2425  DESIGNATION -  BV 104 201
 DF2425  PID         -  DF2425
 DF2425  STATE/COUNTY-  GA/MORGAN
 DF2425  USGS QUAD   -  SHADY DALE (1985)
 DF2425
 DF2425                         *CURRENT SURVEY CONTROL
 DF2425  ___________________________________________________________________
 DF2425* NAD 83(1994)-  33 28 53.62239(N)    083 34 03.42014(W)     ADJUSTED  
 DF2425* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 DF2425  ___________________________________________________________________
 DF2425  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DF2425  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DF2425
 DF2425  HORZ ORDER  -  SECOND
 DF2425
 DF2425.The horizontal coordinates were established by classical geodetic methods
 DF2425.and adjusted by the National Geodetic Survey in September 1997..
 DF2425
 DF2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2425
 DF2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2425
 DF2425.The geoid height was determined by GEOID03.
 DF2425
 DF2425;                    North         East     Units Scale Factor Converg.
 DF2425;SPC GA W     -   386,166.015   755,671.877   MT  0.99993820   +0 19 49.7
 DF2425;SPC GA W     - 1,266,946.33  2,479,233.48   sFT  0.99993820   +0 19 49.7
 DF2425;UTM  17      - 3,707,625.242   261,423.916   MT  1.00030179   -1 25 01.7
 DF2425
 DF2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2425!SPC GA W     -   0.99997648  x   0.99993820  =   0.99991468
 DF2425!UTM  17      -   0.99997648  x   1.00030179  =   1.00027826
 DF2425
 DF2425:                Primary Azimuth Mark                     Grid Az
 DF2425:SPC GA W     -  BV 104 201 AZ MK                         041 13 58.0
 DF2425:UTM  17      -  BV 104 201 AZ MK                         042 58 49.4
 DF2425
 DF2425|---------------------------------------------------------------------|
 DF2425| PID    Reference Object                     Distance      Geod. Az  |
 DF2425|                                                           dddmmss.s |
 DF2425| CY7543 BV 104 201 AZ MK                                   0413347.7 |
 DF2425| DF2426 BV 104 201 GADT 1974 PTA             21.915 METERS 05634     |
 DF2425|---------------------------------------------------------------------|
 DF2425
 DF2425                          SUPERSEDED SURVEY CONTROL
 DF2425
 DF2425  NAD 83(1986)-  33 28 53.62852(N)    083 34 03.41893(W) AD(       ) 2
 DF2425  NAD 27      -  33 28 53.16896(N)    083 34 03.80123(W) AD(       ) 2
 DF2425  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 DF2425
 DF2425.Superseded values are not recommended for survey control.
 DF2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2425.See file dsdata.txt to determine how the superseded data were derived.
 DF2425
 DF2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6142407625(NAD 83)
 DF2425_MARKER: DD = SURVEY DISK
 DF2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2425
 DF2425  HISTORY     - Date     Condition        Report By
 DF2425  HISTORY     - 1974     MONUMENTED       GADT
 DF2425
 DF2425                          STATION DESCRIPTION
 DF2425
 DF2425'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2425'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST-NORTHEAST OF
 DF2425'FARRAR, 7-3/4 MILES EAST-SOUTHEAST OF NEW BORN, AND 5-3/4 MILES
 DF2425'NORTH OF SHADY DALE ON STATE RIGHT OF WAY.
 DF2425'
 DF2425'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 142 AND
 DF2425'STATE ROUTE 213, LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF FARRAR,
 DF2425'GO EASTERLY ALONG STATE ROUTE 213 FOR 3.45 MILES TO THE JUNCTION
 DF2425'OF CLACK ROAD (COUNTY ROAD 52425) TO THE LEFT.  CONTINUE
 DF2425'SOUTHEASTERLY ALONG STATE ROUTE 213 FOR 2.35 MILES TO THE
 DF2425'JUNCTION OF STATE ROUTE 213 SPUR FORKING TO THE LEFT.  CONTINUE
 DF2425'SOUTHERLY ALONG STATE ROUTE 213 FOR 0.2 MILE TO THE JUNCTION OF
 DF2425'A COUNTY PAVED ROAD TO THE RIGHT.  TURN RIGHT, GOING SOUTHWEST
 DF2425'ALONG THE COUNTY ROAD FOR 0.05 MILE TO THE JUNCTION OF A
 DF2425'COUNTY ROAD REVERSE FORKING TO THE LEFT BACK TO STATE ROUTE
 DF2425'213, AND THE STATION ON THE LEFT IN THE TRIANGLE FORMED BY
 DF2425'THE ROADS.
 DF2425'
 DF2425'THE STATION IS LOCATED 50 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2425'THE COUNTY ROAD RUNNING SOUTHWEST, 33 FEET NORTH OF THE
 DF2425'CENTERLINE OF THE COUNTY ROAD RUNNING EAST, 3.0 FEET EAST OF A
 DF2425'WITNESS POST, AND 45.0 FEET WEST OF A 24 INCH OAK TREE.  IT IS
 DF2425'A STANDARD BRASS DISK STAMPED 104-201, SET IN THE TOP OF A 10
 DF2425'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2425'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2425'104-201, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2425'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.
 DF2425'
 DF2425'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 213
 DF2425'AND 213 SPUR, GO EAST ALONG STATE ROUTE 213 SPUR FOR 0.4 MILE
 DF2425'TO THE JUNCTION OF STATE ROUTE 83 CROSSING.  TURN LEFT, GOING
 DF2425'NORTHERLY ALONG STATE ROUTE 83 FOR 0.5 MILE TO THE AZIMUTH MARK
 DF2425'ON THE RIGHT.  IT IS LOCATED 23 FEET SOUTH-SOUTHEAST OF THE
 DF2425'CENTERLINE OF STATE ROUTE 83, 2.5 FEET NORTH-NORTHWEST OF A
 DF2425'WITNESS POST, AND 31.0 FEET SOUTH OF THE EAST END OF AN 18 INCH
 DF2425'CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS A STANDARD DISK
 DF2425'STAMPED 104-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2425'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2632 ***********************************************************************
 DF2632  DESIGNATION -  BV 104 202
 DF2632  PID         -  DF2632
 DF2632  STATE/COUNTY-  GA/MORGAN
 DF2632  USGS QUAD   -  RUTLEDGE SOUTH (1981)
 DF2632
 DF2632                         *CURRENT SURVEY CONTROL
 DF2632  ___________________________________________________________________
 DF2632* NAD 83(1994)-  33 34 04.29125(N)    083 30 51.91580(W)     ADJUSTED  
 DF2632* NAVD 88     -       206.9    (meters)     679.     (feet)  VERTCON   
 DF2632  ___________________________________________________________________
 DF2632  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DF2632  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DF2632
 DF2632  HORZ ORDER  -  SECOND
 DF2632
 DF2632.The horizontal coordinates were established by classical geodetic methods
 DF2632.and adjusted by the National Geodetic Survey in September 1997..
 DF2632
 DF2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2632
 DF2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2632
 DF2632.The geoid height was determined by GEOID03.
 DF2632
 DF2632;                    North         East     Units Scale Factor Converg.
 DF2632;SPC GA W     -   395,766.604   760,555.445   MT  0.99994519   +0 21 38.4
 DF2632;SPC GA W     - 1,298,444.27  2,495,255.66   sFT  0.99994519   +0 21 38.4
 DF2632;UTM  17      - 3,717,075.512   266,600.113   MT  1.00027165   -1 23 27.3
 DF2632
 DF2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2632!SPC GA W     -   0.99997195  x   0.99994519  =   0.99991714
 DF2632!UTM  17      -   0.99997195  x   1.00027165  =   1.00024359
 DF2632
 DF2632:                Primary Azimuth Mark                     Grid Az
 DF2632:SPC GA W     -  MADISON ST HWY PATROL MAST               060 58 38.3
 DF2632:UTM  17      -  MADISON ST HWY PATROL MAST               062 43 44.0
 DF2632
 DF2632|---------------------------------------------------------------------|
 DF2632| PID    Reference Object                     Distance      Geod. Az  |
 DF2632|                                                           dddmmss.s |
 DF2632| DF2134 MADISON ST HWY PATROL MAST          APPROX. 2.6 KM 0612016.7 |
 DF2632| CY7544 BV 104 202 AZ MK                                   2065306.3 |
 DF2632|---------------------------------------------------------------------|
 DF2632
 DF2632                          SUPERSEDED SURVEY CONTROL
 DF2632
 DF2632  NAD 83(1986)-  33 34 04.29738(N)    083 30 51.91467(W) AD(       ) 2
 DF2632  NAD 27      -  33 34 03.84146(N)    083 30 52.30241(W) AD(       ) 2
 DF2632  NGVD 29 (07/19/86)  207.0    (m)          679.     (f) VERT ANG       
 DF2632
 DF2632.Superseded values are not recommended for survey control.
 DF2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2632.See file dsdata.txt to determine how the superseded data were derived.
 DF2632
 DF2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6660017076(NAD 83)
 DF2632_MARKER: DD = SURVEY DISK
 DF2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2632
 DF2632  HISTORY     - Date     Condition        Report By
 DF2632  HISTORY     - 1975     MONUMENTED       GADT
 DF2632
 DF2632                          STATION DESCRIPTION
 DF2632
 DF2632'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2632'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF
 DF2632'MADISON, 7 MILES SOUTHEAST OF RUTLEDGE, AND 8-3/4 MILES WEST OF
 DF2632'BUCKHEAD ON STATE RIGHT OF WAY.
 DF2632'
 DF2632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF2632'(STATE ROUTE 12) AND STATE ROUTE 83, LOCATED APPROXIMATELY 1-1/2
 DF2632'MILES SOUTHWEST OF MADISON, GO WEST ALONG U.S. HIGHWAY 278 FOR
 DF2632'0.65 MILE TO THE JUNCTION OF COUNTY ROAD 91681 CROSSING.  TURN
 DF2632'LEFT, GOING SOUTHWESTERLY ALONG COUNTY ROAD 91681 FOR 0.9 MILE TO
 DF2632'THE JUNCTION OF COUNTY ROAD 92425 FORKING TO THE LEFT.  TURN
 DF2632'LEFT, GOING SOUTH ALONG COUNTY ROAD 92425 FOR 0.55 MILE TO THE
 DF2632'SOUTH END OF A BRIDGE OVER INTERSTATE 20 AND THE STATION ON
 DF2632'THE LEFT.
 DF2632'
 DF2632'THE STATION IS LOCATED 21 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 DF2632'COUNTY ROAD 92425, 13 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DF2632'SOUTHEAST END WALL OF THE BRIDGE, 12 FEET EAST-NORTHEAST OF THE
 DF2632'CENTER OF A MANHOLE COVER ON A CATCH BASIN NEAR THE SOUTHEAST
 DF2632'CORNER OF THE BRIDGE, 40 FEET NORTHWEST OF A RIGHT OF WAY MARKER
 DF2632'AT THE JUNCTION OF THE INTERSTATE 20 RIGHT OF WAY FENCE AND A
 DF2632'PASTURE FENCE TO THE SOUTH, AND 4 FEET WEST-NORTHWEST OF A
 DF2632'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 104-202, SET
 DF2632'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2632'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2632'DISK STAMPED 104-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2632'APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE GROUND.
 DF2632'
 DF2632'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DF2632'ALONG COUNTY ROAD 92425 FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT
 DF2632'IS LOCATED 46 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DF2632'92425, 26.0 FEET WEST OF A RIGHT OF WAY MARKER, 25.8 FEET SOUTH
 DF2632'OF THE SOUTHWEST END OF AN 18 INCH CONCRETE PIPE CULVERT UNDER
 DF2632'AN ACCESS DRIVEWAY THAT DEAD-ENDS AT A PASTURE FENCE AND THE
 DF2632'RIGHT OF WAY MARKER, AND 3.0 FEET NORTHWEST OF A WITNESS POST.
 DF2632'IT IS A STANDARD DISK STAMPED 104-202 AZMK, SET IN THE TOP OF
 DF2632'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2632'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2634 ***********************************************************************
 DF2634  DESIGNATION -  BV 104 203
 DF2634  PID         -  DF2634
 DF2634  STATE/COUNTY-  GA/MORGAN
 DF2634  USGS QUAD   -  RUTLEDGE SOUTH (1981)
 DF2634
 DF2634                         *CURRENT SURVEY CONTROL
 DF2634  ___________________________________________________________________
 DF2634* NAD 83(1994)-  33 36 23.73995(N)    083 33 16.59957(W)     ADJUSTED  
 DF2634* NAVD 88     -       225.     (meters)     738.     (feet)  VERTCON   
 DF2634  ___________________________________________________________________
 DF2634  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DF2634  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DF2634
 DF2634  HORZ ORDER  -  SECOND
 DF2634
 DF2634.The horizontal coordinates were established by classical geodetic methods
 DF2634.and adjusted by the National Geodetic Survey in September 1997..
 DF2634
 DF2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2634
 DF2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2634
 DF2634.The geoid height was determined by GEOID03.
 DF2634
 DF2634;                    North         East     Units Scale Factor Converg.
 DF2634;SPC GA W     -   400,039.881   756,798.706   MT  0.99993976   +0 20 19.6
 DF2634;SPC GA W     - 1,312,464.18  2,482,930.42   sFT  0.99993976   +0 20 19.6
 DF2634;UTM  17      - 3,721,463.167   262,974.584   MT  1.00029267   -1 24 52.6
 DF2634
 DF2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2634!SPC GA W     -   0.99996914  x   0.99993976  =   0.99990890
 DF2634!UTM  17      -   0.99996914  x   1.00029267  =   1.00026180
 DF2634
 DF2634|---------------------------------------------------------------------|
 DF2634| PID    Reference Object                     Distance      Geod. Az  |
 DF2634|                                                           dddmmss.s |
 DF2634| DF2633 BV 104 203 GADT 1975 PTA             19.668 METERS 01207     |
 DF2634| CY7545 BV 104 203 AZ MK                                   2793014.6 |
 DF2634|---------------------------------------------------------------------|
 DF2634
 DF2634                          SUPERSEDED SURVEY CONTROL
 DF2634
 DF2634  NAD 83(1986)-  33 36 23.74622(N)    083 33 16.59873(W) AD(       ) 2
 DF2634  NAD 27      -  33 36 23.30435(N)    083 33 16.98129(W) AD(       ) 2
 DF2634  NGVD 29 (07/19/86)  225.     (m)          738.     (f) VERT ANG       
 DF2634
 DF2634.Superseded values are not recommended for survey control.
 DF2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2634.See file dsdata.txt to determine how the superseded data were derived.
 DF2634
 DF2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6297521463(NAD 83)
 DF2634_MARKER: DD = SURVEY DISK
 DF2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2634
 DF2634  HISTORY     - Date     Condition        Report By
 DF2634  HISTORY     - 1975     MONUMENTED       GADT
 DF2634
 DF2634                          STATION DESCRIPTION
 DF2634
 DF2634'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2634'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST-SOUTHEAST OF
 DF2634'RUTLEDGE, 5 MILES WEST-NORTHWEST OF MADISON, AND 9 MILES SOUTHWEST
 DF2634'OF APALACHEE ON THE PROPERTY OF M.L. MOODY.
 DF2634'
 DF2634'TO REACH THE STATION FROM THE RAILWAY DEPOT IN RUTLEDGE, GO EAST
 DF2634'ALONG THE OLD ATLANTA HIGHWAY (COUNTY ROAD 66) FOR 2.25 MILES TO
 DF2634'THE JUNCTION OF COUNTY ROAD 71 TO THE RIGHT.  CONTINUE EAST ALONG
 DF2634'OLD ATLANTA HIGHWAY FOR 1.05 MILES TO THE AZIMUTH MARK ON THE
 DF2634'RIGHT.  CONTINUE EAST ALONG OLD ATLANTA HIGHWAY FOR 0.3 MILE TO
 DF2634'THE JUNCTION OF A DIRT ROAD CROSSING THE GEORGIA RAILWAY TRACKS TO
 DF2634'THE LEFT.  TURN LEFT, CROSSING THE RAILWAY TRACKS TO THE JUNCTION
 DF2634'OF COUNTY ROAD 30 CROSSING.  TURN RIGHT, GOING EASTERLY ALONG
 DF2634'COUNTY ROAD 30, PARALLEL TO THE RAILWAY TRACKS, FOR 0.1 MILE TO
 DF2634'THE JUNCTION OF A DRIVEWAY TO THE LEFT TO THE M.L. MOODY
 DF2634'RESIDENCE AND THE STATION ON THE LEFT.
 DF2634'
 DF2634'THE STATION IS LOCATED 87 FEET NORTH OF THE CENTERLINE OF COUNTY
 DF2634'ROAD 30, 47.0 FEET WEST-NORTHWEST OF A POWER POLE, 85.0 FEET EAST
 DF2634'OF A 20 INCH WALNUT TREE, 69.0 FEET EAST-SOUTHEAST OF THE
 DF2634'SOUTHEAST CORNER OF THE MOODY RESIDENCE, 56.0 FEET SOUTH OF
 DF2634'ANOTHER 20 INCH WALNUT TREE, AND 3.0 FEET WEST OF A WITNESS POST
 DF2634'SET IN A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 DF2634'104-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2634'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2634'IS A STANDARD DISK STAMPED 104-203, SET IN AN IRREGULAR MASS OF
 DF2634'CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE OF
 DF2634'THE GROUND.
 DF2634'
 DF2634'THE AZIMUTH MARK IS LOCATED 21 FEET SOUTH OF THE CENTERLINE OF
 DF2634'OLD ATLANTA HIGHWAY, 180 FEET SOUTHEAST OF RAILWAY MILE POST
 DF2634'NUMBER 109, 34.5 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 107.0
 DF2634'FEET NORTHWEST OF ANOTHER TELEPHONE POLE, AND 3.0 FEET NORTH OF
 DF2634'A WITNESS POST SET IN A FENCELINE.  IT IS A STANDARD DISK
 DF2634'STAMPED 104-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2634'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2627 ***********************************************************************
 DF2627  DESIGNATION -  BV 104 204
 DF2627  PID         -  DF2627
 DF2627  STATE/COUNTY-  GA/MORGAN
 DF2627  USGS QUAD   -  RUTLEDGE NORTH (1971)
 DF2627
 DF2627                         *CURRENT SURVEY CONTROL
 DF2627  ___________________________________________________________________
 DF2627* NAD 83(1994)-  33 37 31.02627(N)    083 36 35.01052(W)     ADJUSTED  
 DF2627* NAVD 88     -       216.     (meters)     709.     (feet)  VERTCON   
 DF2627  ___________________________________________________________________
 DF2627  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 DF2627  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF2627
 DF2627  HORZ ORDER  -  SECOND
 DF2627
 DF2627.The horizontal coordinates were established by classical geodetic methods
 DF2627.and adjusted by the National Geodetic Survey in September 1997..
 DF2627
 DF2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2627
 DF2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2627
 DF2627.The geoid height was determined by GEOID03.
 DF2627
 DF2627;                    North         East     Units Scale Factor Converg.
 DF2627;SPC GA W     -   402,083.913   751,672.897   MT  0.99993291   +0 18 30.3
 DF2627;SPC GA W     - 1,319,170.30  2,466,113.50   sFT  0.99993291   +0 18 30.3
 DF2627;UTM  17      - 3,723,663.936   257,911.855   MT  1.00032258   -1 26 45.1
 DF2627
 DF2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2627!SPC GA W     -   0.99997057  x   0.99993291  =   0.99990348
 DF2627!UTM  17      -   0.99997057  x   1.00032258  =   1.00029314
 DF2627
 DF2627:                Primary Azimuth Mark                     Grid Az
 DF2627:SPC GA W     -  BV 104 204 AZ MK                         111 46 17.5
 DF2627:UTM  17      -  BV 104 204 AZ MK                         113 31 32.9
 DF2627
 DF2627|---------------------------------------------------------------------|
 DF2627| PID    Reference Object                     Distance      Geod. Az  |
 DF2627|                                                           dddmmss.s |
 DF2627| CY7546 BV 104 204 AZ MK                                   1120447.8 |
 DF2627| DF2628 BV 104 204 GADT 1975 PTA             21.648 METERS 23020     |
 DF2627| DF2635 RUTLEDGE S MUN TANK                 APPROX. 1.4 KM 2501856.0 |
 DF2627|---------------------------------------------------------------------|
 DF2627
 DF2627                          SUPERSEDED SURVEY CONTROL
 DF2627
 DF2627  NAD 83(1986)-  33 37 31.03251(N)    083 36 35.00962(W) AD(       ) 2
 DF2627  NAD 27      -  33 37 30.59380(N)    083 36 35.38951(W) AD(       ) 2
 DF2627  NGVD 29 (07/19/86)  216.     (m)          709.     (f) VERT ANG       
 DF2627
 DF2627.Superseded values are not recommended for survey control.
 DF2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2627.See file dsdata.txt to determine how the superseded data were derived.
 DF2627
 DF2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5791223664(NAD 83)
 DF2627_MARKER: DD = SURVEY DISK
 DF2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2627+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2627
 DF2627  HISTORY     - Date     Condition        Report By
 DF2627  HISTORY     - 1975     MONUMENTED       GADT
 DF2627  HISTORY     - 20060221 GOOD             STRSMA
 DF2627
 DF2627                          STATION DESCRIPTION
 DF2627
 DF2627'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2627'THE STATION IS LOCATED IN RUTLEDGE ON GEORGIA RAILWAY RIGHT OF WAY.
 DF2627'
 DF2627'TO REACH THE STATION FROM THE RAILWAY DEPOT IN RUTLEDGE, TRAVEL
 DF2627'EAST ALONG THE OLD ATLANTA HIGHWAY FOR 0.15 MILE TO THE STATION
 DF2627'ON THE LEFT.
 DF2627'
 DF2627'THE STATION IS LOCATED 46.5 FEET NORTH OF THE CENTERLINE OF
 DF2627'THE HIGHWAY, 20.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 DF2627'TRACK OF THE RAILROAD, 81.5 FEET NORTHEAST OF A TELEPHONE POLE ON
 DF2627'THE SOUTH SIDE OF THE ROAD, 130.0 FEET NORTHWEST OF A POWER POLE
 DF2627'ON THE SOUTH SIDE OF THE ROAD, AND 3.0 FEET SOUTH OF A WITNESS
 DF2627'POST.  IT IS A STANDARD BRASS DISK STAMPED 104-204, SET IN THE
 DF2627'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2627'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2627'STAMPED 104-204, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2627'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF2627'
 DF2627'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL EAST ALONG OLD
 DF2627'ATLANTA HIGHWAY FOR 0.2 MILE TO A CROSSROAD AND THE STATION ON THE
 DF2627'LEFT.  IT IS LOCATED 27 FEET NORTH OF THE CENTERLINE OF THE
 DF2627'HIGHWAY, 41.0 FEET NORTH-NORTHEAST OF A MAN HOLE COVER IN THE
 DF2627'CENTERLINE OF THE COUNTY ROAD ON THE SOUTH SIDE OF THE HIGHWAY,
 DF2627'9.0 FEET NORTHEAST OF A POWER POLE, 24 FEET EAST OF THE
 DF2627'CENTERLINE OF THE COUNTY ROAD, 39.8 FEET SOUTH OF THE SOUTH RAIL
 DF2627'OF THE RAILWAY TRACKS, AND 2.8 FEET SOUTH OF A WITNESS
 DF2627'POST.  IT IS A STANDARD DISK STAMPED 104-204 AZMK, SET IN THE
 DF2627'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2627'SURFACE OF THE GROUND.
 DF2627
 DF2627                          STATION RECOVERY (2006)
 DF2627
 DF2627'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2133 ***********************************************************************
 DF2133  DESIGNATION -  BV 104 205
 DF2133  PID         -  DF2133
 DF2133  STATE/COUNTY-  GA/MORGAN
 DF2133  USGS QUAD   -  MADISON (1985)
 DF2133
 DF2133                         *CURRENT SURVEY CONTROL
 DF2133  ___________________________________________________________________
 DF2133* NAD 83(1994)-  33 33 20.60687(N)    083 29 16.33864(W)     ADJUSTED  
 DF2133* NAVD 88     -       196.1    (meters)     643.     (feet)  VERTCON   
 DF2133  ___________________________________________________________________
 DF2133  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DF2133  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DF2133
 DF2133  HORZ ORDER  -  SECOND
 DF2133
 DF2133.The horizontal coordinates were established by classical geodetic methods
 DF2133.and adjusted by the National Geodetic Survey in September 1997..
 DF2133
 DF2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2133
 DF2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2133
 DF2133.The geoid height was determined by GEOID03.
 DF2133
 DF2133;                    North         East     Units Scale Factor Converg.
 DF2133;SPC GA W     -   394,436.636   763,029.172   MT  0.99994896   +0 22 30.8
 DF2133;SPC GA W     - 1,294,080.86  2,503,371.54   sFT  0.99994896   +0 22 30.8
 DF2133;UTM  17      - 3,715,670.120   269,032.813   MT  1.00025772   -1 22 32.8
 DF2133
 DF2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2133!SPC GA W     -   0.99997364  x   0.99994896  =   0.99992260
 DF2133!UTM  17      -   0.99997364  x   1.00025772  =   1.00023135
 DF2133
 DF2133:                Primary Azimuth Mark                     Grid Az
 DF2133:SPC GA W     -  BV 104 205 AZ MK                         297 53 04.4
 DF2133:UTM  17      -  BV 104 205 AZ MK                         299 38 08.0
 DF2133
 DF2133|---------------------------------------------------------------------|
 DF2133| PID    Reference Object                     Distance      Geod. Az  |
 DF2133|                                                           dddmmss.s |
 DF2133| DF3308 BV 104 205 AZ MK                                   2981535.2 |
 DF2133| DF2134 MADISON ST HWY PATROL MAST          APPROX. 2.6 KM 3561419.8 |
 DF2133|---------------------------------------------------------------------|
 DF2133
 DF2133                          SUPERSEDED SURVEY CONTROL
 DF2133
 DF2133  NAD 83(1986)-  33 33 20.61306(N)    083 29 16.33752(W) AD(       ) 2
 DF2133  NAD 27      -  33 33 20.15501(N)    083 29 16.73080(W) AD(       ) 2
 DF2133  NGVD 29 (07/19/86)  196.2    (m)          644.     (f) VERT ANG       
 DF2133
 DF2133.Superseded values are not recommended for survey control.
 DF2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2133.See file dsdata.txt to determine how the superseded data were derived.
 DF2133
 DF2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6903315670(NAD 83)
 DF2133_MARKER: DD = SURVEY DISK
 DF2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2133_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2133
 DF2133  HISTORY     - Date     Condition        Report By
 DF2133  HISTORY     - 1975     MONUMENTED       GADT
 DF2133
 DF2133                          STATION DESCRIPTION
 DF2133
 DF2133'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2133'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH-SOUTHWEST
 DF2133'OF MADISON, 7-1/2 MILES WEST OF BUCKHEAD, AND 8-3/4 MILES
 DF2133'EAST-SOUTHEAST OF RUTLEDGE ON STATE RIGHT OF WAY.
 DF2133'
 DF2133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441 AND
 DF2133'129 (STATE ROUTE 24) AND INTERSTATE 20, APPROXIMATELY 3 MILES
 DF2133'SOUTH OF MADISON, GO WEST ALONG INTERSTATE 20 FOR 0.8 MILE TO THE
 DF2133'STATION ON THE LEFT.
 DF2133'
 DF2133'THE STATION IS LOCATED 72 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 DF2133'OF THE EASTBOUND LANE OF INTERSTATE 20, 75.6 FEET NORTHEAST OF A
 DF2133'10 INCH SWEETGUM TREE AND 2.2 FEET NORTH-NORTHEAST OF A WITNESS
 DF2133'POST.  IT IS A STANDARD BRASS DISK STAMPED 104-205, SET IN THE
 DF2133'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2133'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2133'STAMPED 104-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2133'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2133'
 DF2133'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF2133'INTERSTATE 20, EXITING AT STATE ROUTE 83, FOR 0.7 MILE TO THE
 DF2133'JUNCTION OF STATE ROUTE 83 CROSSING.  TURN LEFT, GOING SOUTH ALONG
 DF2133'STATE ROUTE 83 FOR 0.15 MILE TO THE END OF THE STATE ROUTE 83
 DF2133'BRIDGE OVER INTERSTATE 20 AND THE MARK ON THE LEFT.  IT IS
 DF2133'LOCATED 20 FEET EAST OF THE CENTERLINE OF STATE ROUTE 83, 39
 DF2133'FEET SOUTHEAST OF THE SOUTH END OF THE SOUTHWEST BRIDGE END
 DF2133'WALL, 10 FEET SOUTH OF THE SOUTH END OF THE SOUTHEAST BRIDGE END
 DF2133'WALL, 81 FEET NORTH OF A POWER POLE, AND 3.5 FEET SOUTH OF A
 DF2133'WITNESS POST.  IT IS A STANDARD DISK STAMPED 104-205 AZMK,
 DF2133'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2133'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2131 ***********************************************************************
 DF2131  DESIGNATION -  BV 104 206
 DF2131  PID         -  DF2131
 DF2131  STATE/COUNTY-  GA/MORGAN
 DF2131  USGS QUAD   -  MADISON (1985)
 DF2131
 DF2131                         *CURRENT SURVEY CONTROL
 DF2131  ___________________________________________________________________
 DF2131* NAD 83(1994)-  33 33 20.69460(N)    083 28 29.09540(W)     ADJUSTED  
 DF2131* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 DF2131  ___________________________________________________________________
 DF2131  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 DF2131  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DF2131
 DF2131  HORZ ORDER  -  SECOND
 DF2131
 DF2131.The horizontal coordinates were established by classical geodetic methods
 DF2131.and adjusted by the National Geodetic Survey in September 1997..
 DF2131
 DF2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2131
 DF2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2131
 DF2131.The geoid height was determined by GEOID03.
 DF2131
 DF2131;                    North         East     Units Scale Factor Converg.
 DF2131;SPC GA W     -   394,447.396   764,247.719   MT  0.99995087   +0 22 56.9
 DF2131;SPC GA W     - 1,294,116.17  2,507,369.39   sFT  0.99995087   +0 22 56.9
 DF2131;UTM  17      - 3,715,643.633   270,251.489   MT  1.00025080   -1 22 06.6
 DF2131
 DF2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2131!SPC GA W     -   0.99997172  x   0.99995087  =   0.99992259
 DF2131!UTM  17      -   0.99997172  x   1.00025080  =   1.00022251
 DF2131
 DF2131:                Primary Azimuth Mark                     Grid Az
 DF2131:SPC GA W     -  BV 104 206 AZ MK                         098 36 12.4
 DF2131:UTM  17      -  BV 104 206 AZ MK                         100 21 15.9
 DF2131
 DF2131|---------------------------------------------------------------------|
 DF2131| PID    Reference Object                     Distance      Geod. Az  |
 DF2131|                                                           dddmmss.s |
 DF2131| DF3309 BV 104 206 AZ MK                                   0985909.3 |
 DF2131|---------------------------------------------------------------------|
 DF2131
 DF2131                          SUPERSEDED SURVEY CONTROL
 DF2131
 DF2131  NAD 83(1986)-  33 33 20.70081(N)    083 28 29.09427(W) AD(       ) 2
 DF2131  NAD 27      -  33 33 20.24247(N)    083 28 29.49204(W) AD(       ) 2
 DF2131  NGVD 29 (07/19/86)  208.4    (m)          684.     (f) VERT ANG       
 DF2131
 DF2131.Superseded values are not recommended for survey control.
 DF2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2131.See file dsdata.txt to determine how the superseded data were derived.
 DF2131
 DF2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7025115644(NAD 83)
 DF2131_MARKER: DD = SURVEY DISK
 DF2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2131
 DF2131  HISTORY     - Date     Condition        Report By
 DF2131  HISTORY     - 1975     MONUMENTED       GADT
 DF2131
 DF2131                          STATION DESCRIPTION
 DF2131
 DF2131'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2131'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH OF MADISON,
 DF2131'6-1/2 MILES WEST OF BUCKHEAD, AND 9-1/4 MILES EAST-SOUTHEAST OF
 DF2131'RUTLEDGE ON STATE RIGHT OF WAY.
 DF2131'
 DF2131'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAYS 129 AND
 DF2131'441 (STATE ROUTE 24) AND INTERSTATE 20, LOCATED APPROXIMATELY
 DF2131'2-3/4 MILES SOUTH OF MADISON.
 DF2131'
 DF2131'THE STATION IS LOCATED 21 FEET WEST OF THE CENTERLINE OF
 DF2131'U.S. HIGHWAYS 441 AND 129, 73.0 FEET NORTHWEST OF THE NORTH END
 DF2131'OF THE NORTHEAST BRIDGE END WALL OF THE U.S. HIGHWAY 441 AND 129
 DF2131'BRIDGE OVER INTERSTATE 20, 56.0 FEET NORTH-NORTHWEST OF THE NORTH
 DF2131'END OF THE NORTHWEST BRIDGE END WALL OF THE BRIDGE, 61 FEET
 DF2131'NORTH-NORTHEAST OF A POWER POLE, AND 3.0 FEET EAST OF A WITNESS
 DF2131'POST.  IT IS A STANDARD BRASS DISK STAMPED 104-206, SET IN THE
 DF2131'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2131'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2131'STAMPED 104-206, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2131'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF2131'
 DF2131'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 DF2131'INTERSTATE 20 FOR 0.5 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED
 DF2131'148 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 DF2131'INTERSTATE 20, 3.0 FEET NORTH OF A WITNESS POST, AND 9.0 FEET NORTH
 DF2131'OF A FENCELINE.  IT IS A STANDARD DISK STAMPED 104-206 AZMK,
 DF2131'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2131'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2146 ***********************************************************************
 DF2146  DESIGNATION -  BV 104 207
 DF2146  PID         -  DF2146
 DF2146  STATE/COUNTY-  GA/MORGAN
 DF2146  USGS QUAD   -  APALACHEE (1981)
 DF2146
 DF2146                         *CURRENT SURVEY CONTROL
 DF2146  ___________________________________________________________________
 DF2146* NAD 83(1994)-  33 38 48.72386(N)    083 29 47.81054(W)     ADJUSTED  
 DF2146* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 DF2146  ___________________________________________________________________
 DF2146  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DF2146  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DF2146
 DF2146  HORZ ORDER  -  SECOND
 DF2146
 DF2146.The horizontal coordinates were established by classical geodetic methods
 DF2146.and adjusted by the National Geodetic Survey in September 1997..
 DF2146
 DF2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2146
 DF2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2146
 DF2146.The geoid height was determined by GEOID03.
 DF2146
 DF2146;                    North         East     Units Scale Factor Converg.
 DF2146;SPC GA W     -   404,539.825   762,151.981   MT  0.99994761   +0 22 16.6
 DF2146;SPC GA W     - 1,327,227.74  2,500,493.62   sFT  0.99994761   +0 22 16.6
 DF2146;UTM  17      - 3,725,798.565   268,464.936   MT  1.00026095   -1 23 02.1
 DF2146
 DF2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2146!SPC GA W     -   0.99997590  x   0.99994761  =   0.99992351
 DF2146!UTM  17      -   0.99997590  x   1.00026095  =   1.00023684
 DF2146
 DF2146|---------------------------------------------------------------------|
 DF2146| PID    Reference Object                     Distance      Geod. Az  |
 DF2146|                                                           dddmmss.s |
 DF2146| DF2145 BV 104 207 GADT 1975 PTA             19.752 METERS 09113     |
 DF2146| DF3310 BV 104 207 AZ MK                                   1500117.2 |
 DF2146|---------------------------------------------------------------------|
 DF2146
 DF2146                          SUPERSEDED SURVEY CONTROL
 DF2146
 DF2146  NAD 83(1986)-  33 38 48.73003(N)    083 29 47.80952(W) AD(       ) 2
 DF2146  NAD 27      -  33 38 48.27854(N)    083 29 48.21124(W) AD(       ) 2
 DF2146  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 DF2146
 DF2146.Superseded values are not recommended for survey control.
 DF2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2146.See file dsdata.txt to determine how the superseded data were derived.
 DF2146
 DF2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6846525799(NAD 83)
 DF2146_MARKER: DD = SURVEY DISK
 DF2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2146
 DF2146  HISTORY     - Date     Condition        Report By
 DF2146  HISTORY     - 1975     MONUMENTED       GADT
 DF2146
 DF2146                          STATION DESCRIPTION
 DF2146
 DF2146'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2146'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTH-NORTHWEST
 DF2146'OF MADISON, 6-3/4 MILES EAST-NORTHEAST OF RUTLEDGE, AND 4-3/4
 DF2146'MILES SOUTHWEST OF APALACHEE ON STATE RIGHT OF WAY.
 DF2146'
 DF2146'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 129,
 DF2146'278, AND 441 AND STATE ROUTE 83 IN MADISON, TRAVEL NORTH ON STATE
 DF2146'ROUTE 83 FOR 0.25 MILE TO A RAILROAD CROSSING.  CONTINUE ALONG
 DF2146'STATE ROUTE 83 FOR 2.95 MILES TO THE AZIMUTH MARK ON THE
 DF2146'RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 83 FOR 0.95 MILE TO THE
 DF2146'STATION ON THE LEFT.
 DF2146'
 DF2146'THE STATION IS A STANDARD BRASS DISK STAMPED 104-207, SET IN THE
 DF2146'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2146'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2146'104-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.84
 DF2146'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 35 FEET
 DF2146'WEST-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 83, 43.0 FEET
 DF2146'SOUTH-SOUTHEAST OF A POWER POLE, 2.8 FEET EAST-NORTHEAST OF A
 DF2146'WITNESS POST, 21.0 FEET EAST-NORTHEAST OF A 12 INCH PINE TREE,
 DF2146'AND 74.5 FEET WEST OF A FENCELINE PARALLEL TO THE EAST SIDE OF
 DF2146'THE ROAD.
 DF2146'
 DF2146'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 104-207 AZMK, SET IN
 DF2146'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2146'SURFACE OF THE GROUND.  IT IS LOCATED 45.0 FEET EAST OF THE
 DF2146'CENTERLINE OF STATE ROUTE 83, 3.3 FEET WEST OF A WITNESS POST, 4.0
 DF2146'FEET WEST OF A FENCELINE, 305.0 FEET SOUTH OF THE SOUTHEAST
 DF2146'CORNER OF THE SOUTHEAST BRIDGE END WALL OF THE STATE ROUTE 83
 DF2146'BRIDGE OVER HARD LABOR CREEK, AND 124.0 FEET EAST OF A 4 INCH
 DF2146'CEDAR TREE ON THE WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2623 ***********************************************************************
 DF2623  DESIGNATION -  BV 104 208
 DF2623  PID         -  DF2623
 DF2623  STATE/COUNTY-  GA/MORGAN
 DF2623  USGS QUAD   -  RUTLEDGE NORTH (1971)
 DF2623
 DF2623                         *CURRENT SURVEY CONTROL
 DF2623  ___________________________________________________________________
 DF2623* NAD 83(1994)-  33 43 26.85009(N)    083 31 27.62986(W)     ADJUSTED  
 DF2623* NAVD 88     -       225.6    (meters)     740.     (feet)  VERTCON   
 DF2623  ___________________________________________________________________
 DF2623  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DF2623  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DF2623
 DF2623  HORZ ORDER  -  FIRST
 DF2623
 DF2623.The horizontal coordinates were established by classical geodetic methods
 DF2623.and adjusted by the National Geodetic Survey in September 1997..
 DF2623
 DF2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2623
 DF2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2623
 DF2623.The geoid height was determined by GEOID03.
 DF2623
 DF2623;                    North         East     Units Scale Factor Converg.
 DF2623;SPC GA W     -   413,091.981   759,526.735   MT  0.99994367   +0 21 23.9
 DF2623;SPC GA W     - 1,355,285.94  2,491,880.63   sFT  0.99994367   +0 21 23.9
 DF2623;UTM  17      - 3,734,429.970   266,102.374   MT  1.00027449   -1 24 07.7
 DF2623
 DF2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2623!SPC GA W     -   0.99996908  x   0.99994367  =   0.99991275
 DF2623!UTM  17      -   0.99996908  x   1.00027449  =   1.00024356
 DF2623
 DF2623:                Primary Azimuth Mark                     Grid Az
 DF2623:SPC GA W     -  BOSTWICK MUN TANK                        030 16 24.0
 DF2623:UTM  17      -  BOSTWICK MUN TANK                        032 01 55.6
 DF2623
 DF2623|---------------------------------------------------------------------|
 DF2623| PID    Reference Object                     Distance      Geod. Az  |
 DF2623|                                                           dddmmss.s |
 DF2623| DF2621 BOSTWICK MUN TANK                   APPROX. 1.7 KM 0303747.9 |
 DF2623| CY7547 BV 104 208 AZ MK                                   1584159.1 |
 DF2623| DF2622 MADISON ATT MICROWAVE               APPROX. 4.8 KM 1740541.3 |
 DF2623|---------------------------------------------------------------------|
 DF2623
 DF2623                          SUPERSEDED SURVEY CONTROL
 DF2623
 DF2623  NAD 83(1986)-  33 43 26.85638(N)    083 31 27.62892(W) AD(       ) 1
 DF2623  NAD 27      -  33 43 26.42003(N)    083 31 28.02790(W) AD(       ) 1
 DF2623  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 DF2623
 DF2623.Superseded values are not recommended for survey control.
 DF2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2623.See file dsdata.txt to determine how the superseded data were derived.
 DF2623
 DF2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6610234430(NAD 83)
 DF2623_MARKER: DD = SURVEY DISK
 DF2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2623+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2623
 DF2623  HISTORY     - Date     Condition        Report By
 DF2623  HISTORY     - 1975     MONUMENTED       GADT
 DF2623  HISTORY     - 20060221 GOOD             STRSMA
 DF2623
 DF2623                          STATION DESCRIPTION
 DF2623
 DF2623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2623'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF BOSTWICK ON COUNTY
 DF2623'RIGHT OF WAY.
 DF2623'
 DF2623'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 83 AND
 DF2623'COUNTY ROAD 91419 IN BOSTWICK, TRAVEL SOUTHWESTERLY ALONG COUNTY
 DF2623'ROAD 91419 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD 6
 DF2623'CROSSING.  TURN LEFT, TRAVELING SOUTHERLY ALONG COUNTY ROAD 6
 DF2623'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DF2623'
 DF2623'THE STATION IS LOCATED 35 FEET WEST OF THE CENTERLINE OF THE
 DF2623'ROAD, 2.0 FEET EAST OF A WITNESS POST, 3.5 FEET EAST OF A FENCELINE,
 DF2623'AND 75.6 FEET WEST OF ANOTHER FENCELINE RUNNING PARALLEL WITH THE
 DF2623'EAST SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED
 DF2623'104-208, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2623'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2623'IS A STANDARD DISK STAMPED 104-208, SET IN AN IRREGULAR MASS OF
 DF2623'CONCRETE APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE
 DF2623'GROUND.
 DF2623'
 DF2623'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2623'SOUTH ALONG COUNTY ROAD 6 FOR 0.15 MILE TO THE MARK ON THE
 DF2623'LEFT.  IT IS LOCATED 39 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DF2623'2.3 FEET WEST OF A WITNESS POST SET IN A FENCELINE, AND 80.0 FEET
 DF2623'WEST OF A FENCELINE RUNNING PARALLEL WITH THE WEST SIDE OF THE
 DF2623'ROAD.  IT IS A STANDARD DISK STAMPED 104-208 AZMK, SET IN THE
 DF2623'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2623'SURFACE OF THE GROUND.
 DF2623
 DF2623                          STATION RECOVERY (2006)
 DF2623
 DF2623'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2142 ***********************************************************************
 DF2142  DESIGNATION -  BV 104 209
 DF2142  PID         -  DF2142
 DF2142  STATE/COUNTY-  GA/MORGAN
 DF2142  USGS QUAD   -  APALACHEE (1981)
 DF2142
 DF2142                         *CURRENT SURVEY CONTROL
 DF2142  ___________________________________________________________________
 DF2142* NAD 83(1994)-  33 39 26.21951(N)    083 26 46.81309(W)     ADJUSTED  
 DF2142* NAVD 88     -       169.     (meters)     554.     (feet)  VERTCON   
 DF2142  ___________________________________________________________________
 DF2142  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DF2142  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DF2142
 DF2142  HORZ ORDER  -  SECOND
 DF2142
 DF2142.The horizontal coordinates were established by classical geodetic methods
 DF2142.and adjusted by the National Geodetic Survey in September 1997..
 DF2142
 DF2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2142
 DF2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2142
 DF2142.The geoid height was determined by GEOID03.
 DF2142
 DF2142;                    North         East     Units Scale Factor Converg.
 DF2142;SPC GA W     -   405,726.342   766,807.569   MT  0.99995501   +0 23 57.3
 DF2142;SPC GA W     - 1,331,120.51  2,515,767.83   sFT  0.99995501   +0 23 57.3
 DF2142;UTM  17      - 3,726,842.220   273,156.075   MT  1.00023443   -1 21 23.0
 DF2142
 DF2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2142!SPC GA W     -   0.99997794  x   0.99995501  =   0.99993295
 DF2142!UTM  17      -   0.99997794  x   1.00023443  =   1.00021236
 DF2142
 DF2142|---------------------------------------------------------------------|
 DF2142| PID    Reference Object                     Distance      Geod. Az  |
 DF2142|                                                           dddmmss.s |
 DF2142| DF2141 BV 104 209 GADT 1975 PTA             13.007 METERS 13541     |
 DF2142| DF3311 BV 104 209 AZ MK                                   1871236.3 |
 DF2142|---------------------------------------------------------------------|
 DF2142
 DF2142                          SUPERSEDED SURVEY CONTROL
 DF2142
 DF2142  NAD 83(1986)-  33 39 26.22569(N)    083 26 46.81212(W) AD(       ) 2
 DF2142  NAD 27      -  33 39 25.77541(N)    083 26 47.22096(W) AD(       ) 2
 DF2142  NGVD 29 (07/19/86)  169.     (m)          554.     (f) VERT ANG       
 DF2142
 DF2142.Superseded values are not recommended for survey control.
 DF2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2142.See file dsdata.txt to determine how the superseded data were derived.
 DF2142
 DF2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7315626842(NAD 83)
 DF2142_MARKER: DD = SURVEY DISK
 DF2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2142+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2142
 DF2142  HISTORY     - Date     Condition        Report By
 DF2142  HISTORY     - 1975     MONUMENTED       GADT
 DF2142  HISTORY     - 20060221 GOOD             STRSMA
 DF2142
 DF2142                          STATION DESCRIPTION
 DF2142
 DF2142'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2142'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH OF APALACHEE,
 DF2142'4-3/4 MILES NORTH OF MADISON, AND 10 MILES EAST-NORTHEAST OF
 DF2142'RUTLEDGE ON STATE RIGHT OF WAY.
 DF2142'
 DF2142'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 278,
 DF2142'129, AND 441 (STATE ROUTES 12 AND 24) AND STATE ROUTE 83 IN
 DF2142'MADISON, TRAVEL NORTH ON U.S. HIGHWAYS 278, 129, AND 441 FOR 1.5
 DF2142'MILES TO THE JUNCTION OF U.S. HIGHWAY 278 (STATE ROUTE 12) FORKING
 DF2142'TO THE RIGHT.  CONTINUE NORTH ALONG U.S. HIGHWAY 129 AND 441
 DF2142'(STATE ROUTE 24) FOR 0.2 MILE TO A BRIDGE OVER A RAILWAY.
 DF2142'CONTINUE NORTH ALONG U.S. HIGHWAYS 129 AND 441 FOR 2.3 MILES TO
 DF2142'HARD LABOR CREEK BRIDGE.  CONTINUE NORTH ALONG U.S. HIGHWAYS 129
 DF2142'AND 441 FOR 0.70 MILE TO COUNTY ROAD 172 CROSSING AND THE
 DF2142'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG U.S.
 DF2142'HIGHWAYS 129 AND 441 FOR 0.2 MILE TO THE STATION ON THE
 DF2142'LEFT.
 DF2142'
 DF2142'THE STATION IS A STANDARD BRASS DISK STAMPED 104-209, SET IN THE
 DF2142'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2142'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2142'104-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.79
 DF2142'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 61.5 FEET
 DF2142'WEST OF THE CENTERLINE OF THE HIGHWAY, 77.5 FEET NORTH OF A
 DF2142'RIGHT OF WAY MARKER, 6.0 FEET NORTHEAST OF A 10 INCH PINE TREE,
 DF2142'4.5 FEET EAST OF A WITNESS POST, 6.0 FEET NORTHEAST OF A
 DF2142'FENCE CORNER POST, AND 88 FEET SOUTHWEST OF THE POINT OF
 DF2142'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY
 DF2142'TO THE EAST.
 DF2142'
 DF2142'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 104-209 AZMK, SET
 DF2142'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2142'SURFACE OF THE GROUND.  IT IS LOCATED 95 FEET NORTH OF THE
 DF2142'CENTERLINE OF COUNTY ROAD 172, 57 FEET WEST OF THE CENTERLINE OF
 DF2142'U.S. HIGHWAYS 129 AND 441, 2.0 FEET EAST OF A WITNESS POST SET
 DF2142'AT A FENCELINE, AND 54.0 FEET NORTH OF A FENCE CORNER.
 DF2142
 DF2142                          STATION RECOVERY (2006)
 DF2142
 DF2142'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2625 ***********************************************************************
 DF2625  DESIGNATION -  BV 104 210
 DF2625  PID         -  DF2625
 DF2625  STATE/COUNTY-  GA/MORGAN
 DF2625  USGS QUAD   -  RUTLEDGE NORTH (1971)
 DF2625
 DF2625                         *CURRENT SURVEY CONTROL
 DF2625  ___________________________________________________________________
 DF2625* NAD 83(1994)-  33 43 38.74160(N)    083 34 38.44091(W)     ADJUSTED  
 DF2625* NAVD 88     -       228.2    (meters)     749.     (feet)  VERTCON   
 DF2625  ___________________________________________________________________
 DF2625  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DF2625  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DF2625
 DF2625  HORZ ORDER  -  SECOND
 DF2625
 DF2625.The horizontal coordinates were established by classical geodetic methods
 DF2625.and adjusted by the National Geodetic Survey in September 1997..
 DF2625
 DF2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2625
 DF2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2625
 DF2625.The geoid height was determined by GEOID03.
 DF2625
 DF2625;                    North         East     Units Scale Factor Converg.
 DF2625;SPC GA W     -   413,429.021   754,612.574   MT  0.99993676   +0 19 38.0
 DF2625;SPC GA W     - 1,356,391.71  2,475,758.09   sFT  0.99993676   +0 19 38.0
 DF2625;UTM  17      - 3,734,917.852   261,199.165   MT  1.00030307   -1 25 54.2
 DF2625
 DF2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2625!SPC GA W     -   0.99996868  x   0.99993676  =   0.99990544
 DF2625!UTM  17      -   0.99996868  x   1.00030307  =   1.00027174
 DF2625
 DF2625:                Primary Azimuth Mark                     Grid Az
 DF2625:SPC GA W     -  BV 104 210 AZ MK                         114 48 47.0
 DF2625:UTM  17      -  BV 104 210 AZ MK                         116 34 19.2
 DF2625
 DF2625|---------------------------------------------------------------------|
 DF2625| PID    Reference Object                     Distance      Geod. Az  |
 DF2625|                                                           dddmmss.s |
 DF2625| CY7548 BV 104 210 AZ MK                                   1150825.0 |
 DF2625| DF2622 MADISON ATT MICROWAVE               APPROX. 7.5 KM 1334131.8 |
 DF2625|---------------------------------------------------------------------|
 DF2625
 DF2625                          SUPERSEDED SURVEY CONTROL
 DF2625
 DF2625  NAD 83(1986)-  33 43 38.74796(N)    083 34 38.44013(W) AD(       ) 2
 DF2625  NAD 27      -  33 43 38.31944(N)    083 34 38.84353(W) AD(       ) 2
 DF2625  NGVD 29 (07/19/86)  228.2    (m)          749.     (f) VERT ANG       
 DF2625
 DF2625.Superseded values are not recommended for survey control.
 DF2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2625.See file dsdata.txt to determine how the superseded data were derived.
 DF2625
 DF2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6119934918(NAD 83)
 DF2625_MARKER: DD = SURVEY DISK
 DF2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2625
 DF2625  HISTORY     - Date     Condition        Report By
 DF2625  HISTORY     - 1975     MONUMENTED       GADT
 DF2625  HISTORY     - 20060221 POOR             STRSMA
 DF2625
 DF2625                          STATION DESCRIPTION
 DF2625
 DF2625'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2625'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST OF BOSTWICK,
 DF2625'7 MILES NORTH-NORTHEAST OF RUTLEDGE, AND 4-1/2 MILES SOUTH-SOUTHEAST
 DF2625'OF GOOD HOPE ON COUNTY RIGHT OF WAY.
 DF2625'
 DF2625'TO REACH THE STATION FROM THE COURTHOUSE IN MONROE, GO SOUTH
 DF2625'ALONG STATE ROUTE 11 FOR 0.1 MILE TO THE INTERSECTION OF STATE
 DF2625'ROUTE 83 TO THE LEFT.  TURN LEFT ON STATE ROUTE 83, GOING EAST FOR
 DF2625'0.2 MILE TO THE INTERSECTION OF STATE ROUTE 83 AND MADISON AVENUE
 DF2625'CROSSING.  TURN RIGHT, GOING SOUTH ALONG MADISON AVENUE FOR 0.5
 DF2625'MILE TO THE GEORGIA RAILWAY SPUR CROSSING.  CONTINUE ALONG
 DF2625'MADISON AVENUE FOR 0.7 MILE TO ITS TERMINATION AT THE JUNCTION OF
 DF2625'ATHA STREET TO THE RIGHT AND PANNEL ROAD (COUNTY ROAD 90919)
 DF2625'TO THE LEFT.  TURN LEFT, GOING SOUTHEAST ON PANNEL ROAD FOR
 DF2625'1.7 MILES TO THE COMMUNITY OF PANNEL AND THE JUNCTION OF COUNTY
 DF2625'ROAD 90919 TO THE RIGHT AND COUNTY ROAD 91418 CONTINUING AHEAD.
 DF2625'GO EAST ON COUNTY ROAD 91418 FOR 1.7 MILES TO THE
 DF2625'INTERSECTION OF COUNTY ROAD 92186 CROSSING.  CONTINUE ON
 DF2625'COUNTY ROAD 91418 FOR 4.4 MILES TO THE JUNCTION OF COUNTY PAVED
 DF2625'ROAD 253 TO THE LEFT.  CONTINUE SOUTHEAST ON COUNTY ROAD 91418
 DF2625'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 DF2625'
 DF2625'THE STATION IS A STANDARD BRASS DISK STAMPED 104-210, SET IN THE
 DF2625'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2625'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2625'104-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.79
 DF2625'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 36 FEET
 DF2625'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 196.0 FEET
 DF2625'NORTHEAST OF THE EAST CORNER OF THE DAN STOVAL RESIDENCE, 198
 DF2625'FEET NORTHEAST OF A POWER POLE, 104.2 FEET SOUTHWEST OF A
 DF2625'POWER POLE ON THE NORTHEAST SIDE OF THE ROAD, AND 1.5 FEET
 DF2625'NORTH-NORTHEAST OF A WITNESS POST.
 DF2625'
 DF2625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 DF2625'COUNTY ROAD 91418 FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD 2
 DF2625'TO THE LEFT AND THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 DF2625'STAMPED 104-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2625'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DF2625'LOCATED 49 FEET NORTH-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DF2625'91418, 31 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 2,
 DF2625'153.5 FEET SOUTHWEST OF A POWER POLE, AND 2.0 FEET SOUTHEAST
 DF2625'OF A WITNESS POST.
 DF2625
 DF2625                          STATION RECOVERY (2006)
 DF2625
 DF2625'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2625'MONUMENT FOUND AT TOP OF BANK LEANING BADLY 2 FOOT OF CONCRETE EXPOSED
 DF2625'FROM SLOPE EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2143 ***********************************************************************
 DF2143  DESIGNATION -  BV 104 211
 DF2143  PID         -  DF2143
 DF2143  STATE/COUNTY-  GA/MORGAN
 DF2143  USGS QUAD   -  APALACHEE (1981)
 DF2143
 DF2143                         *CURRENT SURVEY CONTROL
 DF2143  ___________________________________________________________________
 DF2143* NAD 83(1994)-  33 43 49.57501(N)    083 28 35.05380(W)     ADJUSTED  
 DF2143* NAVD 88     -       217.     (meters)     712.     (feet)  VERTCON   
 DF2143  ___________________________________________________________________
 DF2143  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DF2143  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DF2143
 DF2143  HORZ ORDER  -  SECOND
 DF2143
 DF2143.The horizontal coordinates were established by classical geodetic methods
 DF2143.and adjusted by the National Geodetic Survey in September 1997..
 DF2143
 DF2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2143
 DF2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2143
 DF2143.The geoid height was determined by GEOID03.
 DF2143
 DF2143;                    North         East     Units Scale Factor Converg.
 DF2143;SPC GA W     -   413,820.779   763,964.711   MT  0.99995042   +0 22 59.9
 DF2143;SPC GA W     - 1,357,677.01  2,506,440.89   sFT  0.99995042   +0 22 59.9
 DF2143;UTM  17      - 3,735,022.394   270,562.033   MT  1.00024901   -1 22 32.6
 DF2143
 DF2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2143!SPC GA W     -   0.99997043  x   0.99995042  =   0.99992085
 DF2143!UTM  17      -   0.99997043  x   1.00024901  =   1.00021943
 DF2143
 DF2143:                Primary Azimuth Mark                     Grid Az
 DF2143:SPC GA W     -  SALEM                                    100 20 09.0
 DF2143:UTM  17      -  SALEM                                    102 05 41.5
 DF2143
 DF2143|---------------------------------------------------------------------|
 DF2143| PID    Reference Object                     Distance      Geod. Az  |
 DF2143|                                                           dddmmss.s |
 DF2143| DF2139 SALEM                               APPROX. 7.8 KM 1004308.9 |
 DF2143| DF3312 BV 104 211 AZ MK                                   2273810.6 |
 DF2143| DF2144 BV 104 211 GADT 1975 PTA             15.614 METERS 32021     |
 DF2143|---------------------------------------------------------------------|
 DF2143
 DF2143                          SUPERSEDED SURVEY CONTROL
 DF2143
 DF2143  NAD 83(1986)-  33 43 49.58127(N)    083 28 35.05282(W) AD(       ) 2
 DF2143  NAD 27      -  33 43 49.13583(N)    083 28 35.46762(W) AD(       ) 2
 DF2143  NGVD 29 (07/19/86)  217.     (m)          712.     (f) VERT ANG       
 DF2143
 DF2143.Superseded values are not recommended for survey control.
 DF2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2143.See file dsdata.txt to determine how the superseded data were derived.
 DF2143
 DF2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7056235022(NAD 83)
 DF2143_MARKER: DD = SURVEY DISK
 DF2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2143
 DF2143  HISTORY     - Date     Condition        Report By
 DF2143  HISTORY     - 1975     MONUMENTED       GADT
 DF2143
 DF2143                          STATION DESCRIPTION
 DF2143
 DF2143'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2143'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF BOSTWICK,
 DF2143'3-3/4 MILES NORTHWEST OF APALACHEE, AND 4-1/4 MILES SOUTHWEST OF
 DF2143'FARMINGTON ON COUNTY RIGHT OF WAY.
 DF2143'
 DF2143'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 83 AND
 DF2143'COUNTY ROAD 91419 IN BOSTWICK, TRAVEL SOUTH ALONG STATE ROUTE 83
 DF2143'FOR 0.4 MILE TO THE JUNCTION OF COUNTY ROAD 91420 TO THE
 DF2143'LEFT.  TURN LEFT, TRAVELING EAST-SOUTHEAST ALONG COUNTY ROAD
 DF2143'91420 FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD 182
 DF2143'CROSSING.  CONTINUE TRAVELING ALONG COUNTRY ROAD 91420 FOR 0.85
 DF2143'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 184 TO THE LEFT.  TURN
 DF2143'LEFT, TRAVELING NORTHEASTERLY ALONG COUNTY ROAD 184 FOR 0.25
 DF2143'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG COUNTY
 DF2143'ROAD 184 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DF2143'
 DF2143'THE STATION IS LOCATED 22 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2143'ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST SET IN A FENCELINE
 DF2143'RUNNING PARALLEL WITH THE ROAD, 65.5 FEET SOUTH-SOUTHEAST OF A 10
 DF2143'INCH PINE TREE LOCATED NORTHWEST OF THE ROAD, AND 105 FEET EAST
 DF2143'OF AN 8 INCH SWEETGUM TREE LOCATED ON THE WEST SIDE OF THE
 DF2143'ROAD.  IT IS A STANDARD BASS DISK STAMPED 104-211, SET IN THE
 DF2143'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2143'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2143'DISK STAMPED 104-211, SET IN AN IRREGULAR MASS OF
 DF2143'CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 DF2143'
 DF2143'THE AZIMUTH MARK IS LOCATED 17 FEET NORTHWEST OF THE CENTERLINE
 DF2143'OF THE ROAD, 2.5 FEET SOUTHEAST OF A WITNESS POST, 129.0 FEET
 DF2143'NORTH-NORTHEAST OF THE NORTHEASTERN ONE OF TWO GATE POSTS ON THE
 DF2143'SOUTHEAST SIDE OF THE ROAD, AND 31.0 FEET NORTHEAST OF A FENCELINE
 DF2143'RUNNING PARALLEL WITH THE SOUTHEAST EDGE OF THE ROAD.  IT IS A
 DF2143'STANDARD DISK STAMPED 104-211 AZMK, SET IN THE TOP OF A 10 INCH
 DF2143'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2569 ***********************************************************************
 DF2569  DESIGNATION -  BV 104 212
 DF2569  PID         -  DF2569
 DF2569  STATE/COUNTY-  GA/MORGAN
 DF2569  USGS QUAD   -  HIGH SHOALS (1985)
 DF2569
 DF2569                         *CURRENT SURVEY CONTROL
 DF2569  ___________________________________________________________________
 DF2569* NAD 83(1994)-  33 47 13.19160(N)    083 30 10.71304(W)     ADJUSTED  
 DF2569* NAVD 88     -       231.0    (meters)     758.     (feet)  VERTCON   
 DF2569  ___________________________________________________________________
 DF2569  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DF2569  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DF2569
 DF2569  HORZ ORDER  -  FIRST
 DF2569
 DF2569.The horizontal coordinates were established by classical geodetic methods
 DF2569.and adjusted by the National Geodetic Survey in September 1997..
 DF2569
 DF2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2569
 DF2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2569
 DF2569.The geoid height was determined by GEOID03.
 DF2569
 DF2569;                    North         East     Units Scale Factor Converg.
 DF2569;SPC GA W     -   420,077.700   761,461.933   MT  0.99994655   +0 22 08.7
 DF2569;SPC GA W     - 1,378,204.92  2,498,229.69   sFT  0.99994655   +0 22 08.7
 DF2569;UTM  17      - 3,741,355.188   268,251.931   MT  1.00026214   -1 23 33.2
 DF2569
 DF2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2569!SPC GA W     -   0.99996824  x   0.99994655  =   0.99991479
 DF2569!UTM  17      -   0.99996824  x   1.00026214  =   1.00023037
 DF2569
 DF2569:                Primary Azimuth Mark                     Grid Az
 DF2569:SPC GA W     -  BV 104 212 AZ MK                         353 41 25.5
 DF2569:UTM  17      -  BV 104 212 AZ MK                         355 27 07.4
 DF2569
 DF2569|---------------------------------------------------------------------|
 DF2569| PID    Reference Object                     Distance      Geod. Az  |
 DF2569|                                                           dddmmss.s |
 DF2569| CY7549 BV 104 212 AZ MK                                   3540334.2 |
 DF2569|---------------------------------------------------------------------|
 DF2569
 DF2569                          SUPERSEDED SURVEY CONTROL
 DF2569
 DF2569  NAD 83(1986)-  33 47 13.19806(N)    083 30 10.71222(W) AD(       ) 1
 DF2569  NAD 27      -  33 47 12.77634(N)    083 30 11.12967(W) AD(       ) 1
 DF2569  NGVD 29 (07/19/86)  231.1    (m)          758.     (f) VERT ANG       
 DF2569
 DF2569.Superseded values are not recommended for survey control.
 DF2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2569.See file dsdata.txt to determine how the superseded data were derived.
 DF2569
 DF2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6825241355(NAD 83)
 DF2569_MARKER: DD = SURVEY DISK
 DF2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2569
 DF2569  HISTORY     - Date     Condition        Report By
 DF2569  HISTORY     - 1975     MONUMENTED       GADT
 DF2569
 DF2569                          STATION DESCRIPTION
 DF2569
 DF2569'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2569'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH OF HIGH
 DF2569'SHOALS, 3-1/2 MILES NORTH OF BOSTWICK, AND 3-3/4 MILES SOUTHWEST
 DF2569'OF BISHOP ON COUNTY RIGHT OF WAY.
 DF2569'
 DF2569'TO REACH THE STATION FROM THE POST OFFICE IN BOSTWICK, TRAVEL
 DF2569'NORTHWESTERLY ALONG STATE ROUTE 83 FOR 0.5 MILE TO THE JUNCTION
 DF2569'OF COUNTY ROAD 190 TO THE RIGHT.  CONTINUE TRAVELING NORTHWESTERLY
 DF2569'ALONG STATE ROUTE 83 FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 DF2569'ROAD 189 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHERLY ALONG
 DF2569'COUNTY ROAD 189 FOR 1.75 MILES TO THE BRIDGE OVER JACKS
 DF2569'CREEK.  CONTINUE TRAVELING NORTHERLY ALONG COUNTY ROAD 189 FOR
 DF2569'1.55 MILES TO THE JUNCTION OF COUNTY ROAD 185 REVERSE FORKING
 DF2569'TO THE RIGHT.  CONTINUE TRAVELING ALONG COUNTY ROAD 189 FOR
 DF2569'0.5 MILE TO THE STATION ON THE LEFT.
 DF2569'
 DF2569'THE STATION IS LOCATED 35 FEET WEST OF THE CENTERLINE OF THE
 DF2569'ROAD, 2.0 FEET EAST OF A WITNESS POST SET IN A FENCELINE RUNNING
 DF2569'PARALLEL WITH THE ROAD, AND 46.0 FEET NORTH OF A POWER POLE.  IT
 DF2569'IS A STANDARD BRASS DISK STAMPED 104-212, SET IN THE TOP OF A 10
 DF2569'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2569'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2569'104-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2569'0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2569'
 DF2569'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTHERLY
 DF2569'ALONG COUNTY ROAD 189 FOR 0.25 MILE TO THE MARK ON THE RIGHT.  IT
 DF2569'IS LOCATED 38 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET
 DF2569'WEST OF A WITNESS POST, 49.0 FEET SOUTH OF A POWER POLE, AND
 DF2569'113 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2569'CENTERLINES OF THE ROAD AND A FIELD ROAD TO THE EAST.  IT IS A
 DF2569'STANDARD DISK STAMPED 104-212 AZMK, SET IN THE TOP OF A 10 INCH
 DF2569'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2569'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2114 ***********************************************************************
 DF2114  DESIGNATION -  BV 104 213
 DF2114  PID         -  DF2114
 DF2114  STATE/COUNTY-  GA/MORGAN
 DF2114  USGS QUAD   -  BUCKHEAD (1985)
 DF2114
 DF2114                         *CURRENT SURVEY CONTROL
 DF2114  ___________________________________________________________________
 DF2114* NAD 83(1994)-  33 31 57.68270(N)    083 17 31.82381(W)     ADJUSTED  
 DF2114* NAVD 88     -       163.4    (meters)     536.     (feet)  VERTCON   
 DF2114  ___________________________________________________________________
 DF2114  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DF2114  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DF2114
 DF2114  HORZ ORDER  -  SECOND
 DF2114
 DF2114.The horizontal coordinates were established by classical geodetic methods
 DF2114.and adjusted by the National Geodetic Survey in September 1997..
 DF2114
 DF2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2114
 DF2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2114
 DF2114.The geoid height was determined by GEOID03.
 DF2114
 DF2114;                    North         East     Units Scale Factor Converg.
 DF2114;SPC GA W     -   392,018.085   781,222.709   MT  0.99998131   +0 28 59.2
 DF2114;SPC GA W     - 1,286,146.00  2,563,061.50   sFT  0.99998131   +0 28 59.2
 DF2114;UTM  17      - 3,712,696.245   287,148.386   MT  1.00015859   -1 16 00.1
 DF2114
 DF2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2114!SPC GA W     -   0.99997876  x   0.99998131  =   0.99996007
 DF2114!UTM  17      -   0.99997876  x   1.00015859  =   1.00013734
 DF2114
 DF2114:                Primary Azimuth Mark                     Grid Az
 DF2114:SPC GA W     -  BV 104 213 AZ MK                         085 22 27.0
 DF2114:UTM  17      -  BV 104 213 AZ MK                         087 07 26.3
 DF2114
 DF2114|---------------------------------------------------------------------|
 DF2114| PID    Reference Object                     Distance      Geod. Az  |
 DF2114|                                                           dddmmss.s |
 DF2114| DF3313 BV 104 213 AZ MK                                   0855126.2 |
 DF2114|---------------------------------------------------------------------|
 DF2114
 DF2114                          SUPERSEDED SURVEY CONTROL
 DF2114
 DF2114  NAD 83(1986)-  33 31 57.68854(N)    083 17 31.82262(W) AD(       ) 2
 DF2114  NAD 27      -  33 31 57.22738(N)    083 17 32.24599(W) AD(       ) 2
 DF2114  NGVD 29 (07/19/86)  163.5    (m)          536.     (f) VERT ANG       
 DF2114
 DF2114.Superseded values are not recommended for survey control.
 DF2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2114.See file dsdata.txt to determine how the superseded data were derived.
 DF2114
 DF2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8714812696(NAD 83)
 DF2114_MARKER: DD = SURVEY DISK
 DF2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2114
 DF2114  HISTORY     - Date     Condition        Report By
 DF2114  HISTORY     - 1976     MONUMENTED       GADT
 DF2114
 DF2114                          STATION DESCRIPTION
 DF2114
 DF2114'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2114'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES EAST-SOUTHEAST
 DF2114'OF BUCKHEAD, 6-3/4 MILES WEST-SOUTHWEST OF GREENSBORO, 11 MILES
 DF2114'EAST-SOUTHEAST OF MADISON ON STATE RIGHT OF WAY.
 DF2114'
 DF2114'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 90926 AND
 DF2114'COUNTY ROAD 151 LOCATED ABOUT 100 FEET EAST OF THE U.S. POST
 DF2114'OFFICE IN BUCKHEAD, GO EAST ALONG PAVED COUNTY ROAD 90926
 DF2114'(RAILROAD STREET) FOR 0.05 MILE TO THE JUNCTION OF PAVED COUNTY
 DF2114'ROAD 92156 TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG PAVED
 DF2114'COUNTY ROAD 92156 FOR 1.2 MILES TO THE JUNCTION OF INTERSTATE
 DF2114'20 CROSSING.  TURN LEFT GOING EAST ALONG INTERSTATE 20 FOR 2.55
 DF2114'MILES TO THE JUNCTION OF THE COUNTY ROAD 90926 BRIDGE OVER
 DF2114'INTERSTATE 20.  CONTINUE EAST ALONG INTERSTATE 20 FOR 1.35
 DF2114'MILE TO THE STATION ON THE RIGHT.
 DF2114'
 DF2114'THE STATION IS LOCATED OF FEET SOUTH OF THE CENTERLINE OF THE
 DF2114'INTERSTATE 20 EAST BOUND LANE, 166.9 FEET EAST-SOUTHEAST OF
 DF2114'INTERSTATE 20 STATION NUMBER 2110+00 CAST IN THE SOUTH EDGE OF
 DF2114'THE EAST BOUND LANE CONCRETE PAVEMENT, 266.0 FEET EAST-
 DF2114'NORTHEAST OF A RIGHT OF WAY MARKER, 40.4 FEET NORTH OF A RIGHT
 DF2114'OF WAY FENCELINE, AND 4.0 FEET SOUTH OF A WITNESS POST.  IT IS A
 DF2114'STANDARD BRASS DISK STAMPED---104-213 1976---, SET IN THE TOP
 DF2114'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2114'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2114'DISK STAMPED---104-213 1976---, SET IN AN IRREGULAR MASS OF
 DF2114'CONCRETE APPROXIMATELY 0.98 METER BELOW THE SURFACE OF THE
 DF2114'GROUND.
 DF2114'
 DF2114'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG
 DF2114'INTERSTATE 20 FOR 1.25 MILE TO THE WESTERN BRIDGE APPROACH SLAB
 DF2114'OF A BRIDGE OVER THE OCONEE RIVER AND THE AZIMUTH MARK ON THE
 DF2114'RIGHT.  IT IS LOCATED 24.8 FEET SOUTH OF THE CENTERLINE OF THE
 DF2114'INTERSTATE 20 EAST BOUND LANE, 41.5 FEET SOUTHWEST OF THE POINT
 DF2114'OF INTERSECTION OF THE CENTERLINE OF THE INTERSTATE 20 EAST
 DF2114'BOUND LANE AND THE WEST END OF THE OCONEE RIVER BRIDGE ROADWAY
 DF2114'DECK, 33.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DF2114'BRIDGE ROADWAY DECK, 4.0 FEET SOUTHWEST OF THE SOUTH END OF
 DF2114'THE SOUTHWEST CORNER OF THE WESTERN BRIDGE APPROACH SLAB, 32.2
 DF2114'FEET WEST OF THE WEST END OF THE SOUTHWESTERN PARAPET BARRIER
 DF2114'END WALL OF THE BRIDGE, AND 3.4 FEET NORTH OF A WITNESS
 DF2114'POST.  IT IS A STANDARD DISK STAMPED---104-213 1976 AZMK---,
 DF2114'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2114'INCHES BELOW THE SURFACE OF THE GROUND.
 DF2114'
 DF2114'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2118 ***********************************************************************
 DF2118  DESIGNATION -  BV 104 214
 DF2118  PID         -  DF2118
 DF2118  STATE/COUNTY-  GA/MORGAN
 DF2118  USGS QUAD   -  BUCKHEAD (1985)
 DF2118
 DF2118                         *CURRENT SURVEY CONTROL
 DF2118  ___________________________________________________________________
 DF2118* NAD 83(1994)-  33 32 21.95676(N)    083 18 53.12161(W)     ADJUSTED  
 DF2118* NAVD 88     -       180.8    (meters)     593.     (feet)  VERTCON   
 DF2118  ___________________________________________________________________
 DF2118  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DF2118  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DF2118
 DF2118  HORZ ORDER  -  SECOND
 DF2118
 DF2118.The horizontal coordinates were established by classical geodetic methods
 DF2118.and adjusted by the National Geodetic Survey in September 1997..
 DF2118
 DF2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2118
 DF2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2118
 DF2118.The geoid height was determined by GEOID03.
 DF2118
 DF2118;                    North         East     Units Scale Factor Converg.
 DF2118;SPC GA W     -   392,748.455   779,119.027   MT  0.99997715   +0 28 14.6
 DF2118;SPC GA W     - 1,288,542.22  2,556,159.67   sFT  0.99997715   +0 28 14.6
 DF2118;UTM  17      - 3,713,490.664   285,067.605   MT  1.00016956   -1 16 45.9
 DF2118
 DF2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2118!SPC GA W     -   0.99997603  x   0.99997715  =   0.99995318
 DF2118!UTM  17      -   0.99997603  x   1.00016956  =   1.00014558
 DF2118
 DF2118:                Primary Azimuth Mark                     Grid Az
 DF2118:SPC GA W     -  GREENSBORO SW MUN TANK                   072 41 59.7
 DF2118:UTM  17      -  GREENSBORO SW MUN TANK                   074 27 00.2
 DF2118
 DF2118|---------------------------------------------------------------------|
 DF2118| PID    Reference Object                     Distance      Geod. Az  |
 DF2118|                                                           dddmmss.s |
 DF2118| DF2083 GREENSBORO SW MUN TANK              APPROX.11.9 KM 0731014.3 |
 DF2118| DF3314 BV 104 214 AZ MK                                   1565132.2 |
 DF2118|---------------------------------------------------------------------|
 DF2118
 DF2118                          SUPERSEDED SURVEY CONTROL
 DF2118
 DF2118  NAD 83(1986)-  33 32 21.96260(N)    083 18 53.12041(W) AD(       ) 2
 DF2118  NAD 27      -  33 32 21.50182(N)    083 18 53.53971(W) AD(       ) 2
 DF2118  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 DF2118
 DF2118.Superseded values are not recommended for survey control.
 DF2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2118.See file dsdata.txt to determine how the superseded data were derived.
 DF2118
 DF2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8506813491(NAD 83)
 DF2118_MARKER: DD = SURVEY DISK
 DF2118_SETTING: 0 = UNSPECIFIED SETTING
 DF2118
 DF2118  HISTORY     - Date     Condition        Report By
 DF2118  HISTORY     - 1976     MONUMENTED       GADT
 DF2118
 DF2118                          STATION DESCRIPTION
 DF2118
 DF2118'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2118'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 DF2118'BUCKHEAD, 8 MILES WEST-SOUTHWEST OF GREENSBORO, 9-3/4 MILES
 DF2118'EAST-SOUTHEAST OF MADISON ON STATE RIGHT OF WAY.
 DF2118'
 DF2118'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 90926 AND
 DF2118'COUNTY ROAD 151 LOCATED ABOUT 100 FEET EAST OF THE U.S. POST
 DF2118'OFFICE IN BUCKHEAD, GO EAST ALONG COUNTY ROAD 90926 FOR 0.05
 DF2118'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92156 TO THE RIGHT.
 DF2118'CONTINUE EAST ALONG PAVED COUNTY ROAD 90926 FOR 0.8 MILE TO THE
 DF2118'JUNCTION OF COUNTY ROAD 150 TO THE LEFT. CONTINUE SOUTHEAST
 DF2118'ALONG PAVED COUNTY ROAD 90926 FOR 2.2 MILES TO THE JUNCTION OF
 DF2118'PAVED COUNTY ROAD 149 TO THE LEFT. CONTINUE GOING SOUTHEAST
 DF2118'ALONG PAVED COUNTY ROAD 90926 FOR 0.75 MILE TO THE SOUTH
 DF2118'APPROACH SLAB OF A BRIDGE OVER INTERSTATE 20 AND THE STATION
 DF2118'ON THE LEFT.
 DF2118'
 DF2118'THE STATION IS LOCATED IN THE CONCRETE SOUTH APPROACH SLAB 10
 DF2118'FEET EAST-NORTHEAST OF THE CENTER LINE OF THE APPROACH SLAB OF
 DF2118'THE BRIDGE, 4.0 FEET SOUTH-SOUTHWEST OF THE NORTHERN CORNER OF
 DF2118'THE BRIDGE APPROACH SLAB, 38.1 FEET EAST OF THE WESTERN CORNER
 DF2118'OF THE BRIDGE APPROACH SLAB, 111 FEET NORTH-NORTHWEST OF THE
 DF2118'POINT OF INTERSECTION OF THE CENTER LINES OF UNPAVED COUNTY ROAD
 DF2118'136, AND COUNTY ROAD 90926, 149 FEET NORTH-NORTHEAST OF AN
 DF2118'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTHSIDE OF
 DF2118'COUNTY ROAD 136, AND 27.8 FEET NORTHWEST OF A WITNESS POST.
 DF2118'IT IS A STANDARD BRASS DISK STAMPED---104-214 1976---, SET
 DF2118'IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE
 DF2118'CONCRETE.
 DF2118'
 DF2118'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ALONG
 DF2118'COUNTY ROAD 90926 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 DF2118'RIGHT.  IT IS LOCATED 37 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF2118'OF COUNTY ROAD 90926, 160 FEET NORTH-NORTHWEST OF THE POINT OF
 DF2118'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 90926, AND
 DF2118'UNPAVED COUNTY ROAD 134, 31.0 FEET SOUTH OF A POWER POLE, 78.8
 DF2118'FEET SOUTHWEST OF A 3 INCH PERSIMMON TREE ON THE WESTSIDE OF
 DF2118'COUNTY ROAD 90926, AND 3.6 FEET EAST-NORTHEAST OF A WITNESS
 DF2118'POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF2118'STAMPED---104-214 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2118'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2118'GROUND.
 DF2118'
 DF2118'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2119 ***********************************************************************
 DF2119  DESIGNATION -  BV 104 215
 DF2119  PID         -  DF2119
 DF2119  STATE/COUNTY-  GA/MORGAN
 DF2119  USGS QUAD   -  BUCKHEAD (1985)
 DF2119
 DF2119                         *CURRENT SURVEY CONTROL
 DF2119  ___________________________________________________________________
 DF2119* NAD 83(1994)-  33 33 07.25455(N)    083 21 29.24115(W)     ADJUSTED  
 DF2119* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 DF2119  ___________________________________________________________________
 DF2119  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DF2119  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DF2119
 DF2119  HORZ ORDER  -  SECOND
 DF2119
 DF2119.The horizontal coordinates were established by classical geodetic methods
 DF2119.and adjusted by the National Geodetic Survey in September 1997..
 DF2119
 DF2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2119
 DF2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2119
 DF2119.The geoid height was determined by GEOID03.
 DF2119
 DF2119;                    North         East     Units Scale Factor Converg.
 DF2119;SPC GA W     -   394,111.725   775,080.480   MT  0.99996947   +0 26 48.8
 DF2119;SPC GA W     - 1,293,014.88  2,542,909.87   sFT  0.99996947   +0 26 48.8
 DF2119;UTM  17      - 3,714,976.966   281,071.757   MT  1.00019094   -1 18 13.8
 DF2119
 DF2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2119!SPC GA W     -   0.99997740  x   0.99996947  =   0.99994687
 DF2119!UTM  17      -   0.99997740  x   1.00019094  =   1.00016833
 DF2119
 DF2119:                Primary Azimuth Mark                     Grid Az
 DF2119:SPC GA W     -  BV 104 215 AZ MK                         329 23 09.0
 DF2119:UTM  17      -  BV 104 215 AZ MK                         331 08 11.6
 DF2119
 DF2119|---------------------------------------------------------------------|
 DF2119| PID    Reference Object                     Distance      Geod. Az  |
 DF2119|                                                           dddmmss.s |
 DF2119| DF3315 BV 104 215 AZ MK                                   3294957.8 |
 DF2119|---------------------------------------------------------------------|
 DF2119
 DF2119                          SUPERSEDED SURVEY CONTROL
 DF2119
 DF2119  NAD 83(1986)-  33 33 07.26042(N)    083 21 29.23997(W) AD(       ) 2
 DF2119  NAD 27      -  33 33 06.80107(N)    083 21 29.65479(W) AD(       ) 2
 DF2119  NGVD 29 (07/19/86)  172.2    (m)          565.     (f) VERT ANG       
 DF2119
 DF2119.Superseded values are not recommended for survey control.
 DF2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2119.See file dsdata.txt to determine how the superseded data were derived.
 DF2119
 DF2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8107214977(NAD 83)
 DF2119_MARKER: DD = SURVEY DISK
 DF2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2119
 DF2119  HISTORY     - Date     Condition        Report By
 DF2119  HISTORY     - 1976     MONUMENTED       GADT
 DF2119
 DF2119                          STATION DESCRIPTION
 DF2119
 DF2119'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2119'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTH-SOUTHEAST OF
 DF2119'BUCKHEAD, 7 MILES EAST-SOUTHEAST OF MADISON, 10-1/4 MILES WEST-
 DF2119'SOUTHWEST OF GREENSBORO ON STATE RIGHT OF WAY.
 DF2119'
 DF2119'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 90926 AND
 DF2119'COUNTY ROAD 151 LOCATED ABOUT 100 FEET EAST OF THE U.S. POST
 DF2119'OFFICE IN BUCKHEAD, GO EAST ALONG COUNTY ROAD 90926 FOR 0.05
 DF2119'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92156 TO THE RIGHT.
 DF2119'TURN RIGHT GOING SOUTH ALONG PAVED COUNTY ROAD 92156 FOR 0.75
 DF2119'MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING SOUTH
 DF2119'ALONG PAVED COUNTY ROAD 92156 FOR 0.4 MILE TO THE NORTH END OF
 DF2119'A BRIDGE OVER INTERSTATE 20 AND THE STATION ON THE LEFT.
 DF2119'
 DF2119'THE STATION IS LOCATED 20 FEET EAST-NORTHEAST OF THE CENTER
 DF2119'LINE OF COUNTY ROAD 92156, 107.3 FEET WEST-NORTHWEST OF A POWER
 DF2119'POLE, 102.7 FEET NORTH-NORTHWEST OF THE EAST END OF THE
 DF2119'EXPANSION JOINT BETWEEN THE BRIDGE APPROACH SLAB AND THE NORTH
 DF2119'END OF THE BRIDGE, 91.9 FEET NORTH OF THE WEST END OF THE
 DF2119'EXPANSION JOINT, AND 3.0 FEET WEST-SOUTHWEST OF A WITNESS POST.
 DF2119'IT IS A STANDARD BRASS DISK STAMPED---104-215 1976---, SET IN
 DF2119'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2119'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2119'STANDARD DISK STAMPED---104-215 1976---, SET IN AN IRREGULAR
 DF2119'MASS OF CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE
 DF2119'OF THE GROUND.
 DF2119'
 DF2119'THE AZIMUTH MARK IS LOCATED 38 FEET SOUTHWEST OF THE CENTER
 DF2119'LINE OF THE ROAD, 10.7 FEET EAST SOUTHEAST OF A FENCE CORNER
 DF2119'POST, 98.0 FEET SOUTHEAST OF A POWER POLE ON THE NORTHWEST
 DF2119'SIDE OF A DRIVEWAY TO THE SOUTHWEST, AND 2.4 FEET NORTHEAST OF
 DF2119'A WITNESS POST SET AT THE FENCE LINE.  IT IS A STANDARD DISK
 DF2119'STAMPED---104-215 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2119'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 DF2119'GROUND.
 DF2119'
 DF2119'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2122 ***********************************************************************
 DF2122  DESIGNATION -  BV 104 216
 DF2122  PID         -  DF2122
 DF2122  STATE/COUNTY-  GA/MORGAN
 DF2122  USGS QUAD   -  BUCKHEAD (1985)
 DF2122
 DF2122                         *CURRENT SURVEY CONTROL
 DF2122  ___________________________________________________________________
 DF2122* NAD 83(1994)-  33 33 20.05014(N)    083 22 24.75115(W)     ADJUSTED  
 DF2122* NAVD 88     -       158.8    (meters)     521.     (feet)  VERTCON   
 DF2122  ___________________________________________________________________
 DF2122  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DF2122  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DF2122
 DF2122  HORZ ORDER  -  SECOND
 DF2122
 DF2122.The horizontal coordinates were established by classical geodetic methods
 DF2122.and adjusted by the National Geodetic Survey in September 1997..
 DF2122
 DF2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2122
 DF2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2122
 DF2122.The geoid height was determined by GEOID03.
 DF2122
 DF2122;                    North         East     Units Scale Factor Converg.
 DF2122;SPC GA W     -   394,494.864   773,645.595   MT  0.99996684   +0 26 18.3
 DF2122;SPC GA W     - 1,294,271.90  2,538,202.26   sFT  0.99996684   +0 26 18.3
 DF2122;UTM  17      - 3,715,403.864   279,648.926   MT  1.00019864   -1 18 45.0
 DF2122
 DF2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2122!SPC GA W     -   0.99997949  x   0.99996684  =   0.99994633
 DF2122!UTM  17      -   0.99997949  x   1.00019864  =   1.00017812
 DF2122
 DF2122:                Primary Azimuth Mark                     Grid Az
 DF2122:SPC GA W     -  BV 104 216 AZ MK                         106 32 05.5
 DF2122:UTM  17      -  BV 104 216 AZ MK                         108 17 08.8
 DF2122
 DF2122|---------------------------------------------------------------------|
 DF2122| PID    Reference Object                     Distance      Geod. Az  |
 DF2122|                                                           dddmmss.s |
 DF2122| DF3316 BV 104 216 AZ MK                                   1065823.8 |
 DF2122|---------------------------------------------------------------------|
 DF2122
 DF2122                          SUPERSEDED SURVEY CONTROL
 DF2122
 DF2122  NAD 83(1986)-  33 33 20.05603(N)    083 22 24.75000(W) AD(       ) 2
 DF2122  NAD 27      -  33 33 19.59721(N)    083 22 25.16337(W) AD(       ) 2
 DF2122  NGVD 29 (07/19/86)  158.9    (m)          521.     (f) VERT ANG       
 DF2122
 DF2122.Superseded values are not recommended for survey control.
 DF2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2122.See file dsdata.txt to determine how the superseded data were derived.
 DF2122
 DF2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7964915404(NAD 83)
 DF2122_MARKER: DD = SURVEY DISK
 DF2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2122
 DF2122  HISTORY     - Date     Condition        Report By
 DF2122  HISTORY     - 1976     MONUMENTED       GADT
 DF2122
 DF2122                          STATION DESCRIPTION
 DF2122
 DF2122'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2122'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTHWEST OF
 DF2122'BUCKHEAD, 6-1/4 MILES EAST-SOUTHEAST OF MADISON, AND 10-1/4
 DF2122'MILES NORTHEAST OF GODFREY ON STATE RIGHT-OF-WAY.
 DF2122'
 DF2122'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 90926 AND
 DF2122'COUNTY ROAD 151 LOCATED ABOUT 100 FEET EAST OF THE U.S. POST
 DF2122'OFFICE IN BUCKHEAD, GO EAST ALONG PAVED COUNTY ROAD 90926
 DF2122'(RAILROAD STREET) FOR 0.05 MILE TO THE JUNCTION OF PAVED COUNTY
 DF2122'ROAD 92156 TO THE RIGHT. TURN RIGHT GOING SOUTH ALONG PAVED
 DF2122'COUNTY ROAD 92156 FOR 1.2 MILES TO THE JUNCTION OF INTERSTATE
 DF2122'20 CROSSING. TURN RIGHT GOING WEST ALONG INTERSTATE 20 FOR 0.25
 DF2122'MILE TO THE JUNCTION OF THE INTERSTATE 20 WESTBOUND LANE, AND
 DF2122'THE WESTBOUND ENTRANCE RAMP, AND THE AZIMUTH MARK ON THE
 DF2122'RIGHT.  CONTINUE GOING WEST ALONG INTERSTATE 20 FOR 0.75 MILE
 DF2122'TO THE STATION ON THE RIGHT AT THE WEST END OF A 12 FOOT
 DF2122'CUT BANK.
 DF2122'
 DF2122'THE STATION IS LOCATED 107 FEET NORTH OF THE CENTER LINE OF THE
 DF2122'INTERSTATE 20 WEST BOUND LANE, 100.9 FEET NORTH-NORTHEAST OF
 DF2122'INTERSTATE 20 STATION NUMBER 1850+00 CAST IN THE NORTH EDGE OF
 DF2122'THE WEST BOUND LANE CONCRETE PAVEMENT, 38.6 FEET SOUTH OF A
 DF2122'RIGHT OF WAY FENCELINE, 56.0 FEET SOUTHWEST OF A 4 INCH PINE
 DF2122'TREE AT THE FENCE LINE, 12.5 FEET SOUTHEAST OF A 20 INCH PINE
 DF2122'TREE, AND 3.2 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 DF2122'STANDARD BRASS DISK STAMPED---104-216 1976---, SET IN THE TOP OF
 DF2122'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2122'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2122'DISK STAMPED---104-216 1976---, SET IN AN
 DF2122'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.92 METER BELOW THE
 DF2122'SURFACE OF THE GROUND.
 DF2122'
 DF2122'THE AZIMUTH MARK IS LOCATED IN THE CONCRETE NOSE BETWEEN THE
 DF2122'WEST BOUND LANE AND THE ENTRANCE RAMP 27 FEET NORTH-NORTHEAST
 DF2122'OF THE INTERSTATE 20 WEST BOUND LANE, 22.7 FEET NORTHWEST OF
 DF2122'INTERSTATE 20 STATION NUMBER 1885+00 CAST IN THE NORTH EDGE OF
 DF2122'THE WEST BOUND LANE CONCRETE PAVEMENT, 77.9 FEET SOUTHEAST OF
 DF2122'THE NORTHEAST CORNER OF THE CONCRETE HEADWALL OF A CULVERT
 DF2122'UNDER THE INTERSTATE AND ENTRANCE RAMP, 112.3 FEET EAST-
 DF2122'SOUTHEAST OF THE NOSE OF THE CONCRETE CURB AT THE JUNCTION OF
 DF2122'THE ENTRANCE RAMP AND INTERSTATE 20 WEST BOUND LANE, AND 3.5
 DF2122'FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF2122'DISK STAMPED---104-216 1976 AZMK---, SET IN A 1 INCH DRILL
 DF2122'HOLE FLUSH WITH THE SURFACE OF THE CONCRETE.
 DF2122'
 DF2122'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2137 ***********************************************************************
 DF2137  DESIGNATION -  BV 104 217
 DF2137  PID         -  DF2137
 DF2137  STATE/COUNTY-  GA/MORGAN
 DF2137  USGS QUAD   -  MADISON (1985)
 DF2137
 DF2137                         *CURRENT SURVEY CONTROL
 DF2137  ___________________________________________________________________
 DF2137* NAD 83(1994)-  33 33 12.06380(N)    083 24 41.17045(W)     ADJUSTED  
 DF2137* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 DF2137  ___________________________________________________________________
 DF2137  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DF2137  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DF2137
 DF2137  HORZ ORDER  -  SECOND
 DF2137
 DF2137.The horizontal coordinates were established by classical geodetic methods
 DF2137.and adjusted by the National Geodetic Survey in September 1997..
 DF2137
 DF2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2137
 DF2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2137
 DF2137.The geoid height was determined by GEOID03.
 DF2137
 DF2137;                    North         East     Units Scale Factor Converg.
 DF2137;SPC GA W     -   394,222.543   770,128.635   MT  0.99996061   +0 25 02.8
 DF2137;SPC GA W     - 1,293,378.46  2,526,663.70   sFT  0.99996061   +0 25 02.8
 DF2137;UTM  17      - 3,715,239.085   276,124.426   MT  1.00021795   -1 20 00.2
 DF2137
 DF2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2137!SPC GA W     -   0.99997605  x   0.99996061  =   0.99993666
 DF2137!UTM  17      -   0.99997605  x   1.00021795  =   1.00019399
 DF2137
 DF2137:                Primary Azimuth Mark                     Grid Az
 DF2137:SPC GA W     -  BV 104 217 AZ MK                         088 56 45.8
 DF2137:UTM  17      -  BV 104 217 AZ MK                         090 41 48.8
 DF2137
 DF2137|---------------------------------------------------------------------|
 DF2137| PID    Reference Object                     Distance      Geod. Az  |
 DF2137|                                                           dddmmss.s |
 DF2137| DF3317 BV 104 217 AZ MK                                   0892148.6 |
 DF2137|---------------------------------------------------------------------|
 DF2137
 DF2137                          SUPERSEDED SURVEY CONTROL
 DF2137
 DF2137  NAD 83(1986)-  33 33 12.06971(N)    083 24 41.16931(W) AD(       ) 2
 DF2137  NAD 27      -  33 33 11.61083(N)    083 24 41.57877(W) AD(       ) 2
 DF2137  NGVD 29 (07/19/86)  180.8    (m)          593.     (f) VERT ANG       
 DF2137
 DF2137.Superseded values are not recommended for survey control.
 DF2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2137.See file dsdata.txt to determine how the superseded data were derived.
 DF2137
 DF2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7612415239(NAD 83)
 DF2137_MARKER: DD = SURVEY DISK
 DF2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2137
 DF2137  HISTORY     - Date     Condition        Report By
 DF2137  HISTORY     - 1976     MONUMENTED       GADT
 DF2137
 DF2137                          STATION DESCRIPTION
 DF2137
 DF2137'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2137'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST-SOUTHWEST
 DF2137'OF BUCKHEAD, 4-1/4 MILES SOUTHEAST OF MADISON, 8-3/4 MILES
 DF2137'NORTHEAST OF GODFREY ON STATE RIGHT OF WAY.
 DF2137'
 DF2137'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 90926 AND
 DF2137'COUNTY ROAD 151 LOCATED ABOUT 100 FEET EAST FROM THE U.S. POST
 DF2137'OFFICE IN BUCKHEAD, GO EAST ALONG PAVED COUNTY ROAD 90926
 DF2137'(RAILROAD STREET) FOR 0.05 MILE TO THE JUNCTION OF PAVED COUNTY
 DF2137'ROAD 92156 TO THE RIGHT. TURN RIGHT GOING SOUTH ALONG PAVED
 DF2137'COUNTY ROAD 92156 FOR 1.2 MILES TO THE JUNCTION OF INTERSTATE
 DF2137'20 CROSSING. TURN RIGHT GOING WEST ALONG INTERSTATE 20 FOR 1.95
 DF2137'MILE TO THE WEST END OF A BRIDGE OVER COUNTY ROAD 214.
 DF2137'CONTINUE GOING WEST ALONG INTERSTATE 20 FOR 0.45 MILE TO THE
 DF2137'AZIMUTH MARK ON THE LEFT. CONTINUE GOING WEST ALONG
 DF2137'INTERSTATE 20 FOR 0.65 MILE TO THE STATION ON THE LEFT ON A
 DF2137'15 FOOT CUT-BANK.
 DF2137'
 DF2137'THE STATION IS LOCATED 167 FEET SOUTH OF THE CENTERLINE OF THE
 DF2137'INTERSTATE 20 EAST BOUND LANE, 155.0 FEET SOUTH-SOUTHEAST OF
 DF2137'INTERSTATE 20 STATION NUMBER 1735+00 CAST IN THE SOUTH EDGE OF
 DF2137'THE EAST BOUND LANE CONCRETE PAVEMENT, 24.5 FEET NORTH OF A
 DF2137'RIGHT OF WAY FENCELINE, 26.2 FEET NORTHEAST OF A 15 INCH PINE
 DF2137'TREE AT THE FENCELINE, 29.5 FEET NORTHWEST OF ANOTHER 15 INCH
 DF2137'PINETREE AT THE FENCELINE, AND 3.2 FEET SOUTH OF A WITNESS
 DF2137'POST.  IT IS A STANDARD BRASS DISK STAMPED---104-217 1976---,
 DF2137'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2137'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2137'STATION IS A STANDARD DISK STAMPED---104-217 1976---,
 DF2137'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.90
 DF2137'METER BELOW THE SURFACE OF THE GROUND.
 DF2137'
 DF2137'THE AZIMUTH MARK IS LOCATED 123 FEET SOUTH OF THE CENTERLINE OF
 DF2137'INTERSTATE 20 EASTBOUND LANE CENTERLINE, 123.2 FEET SOUTHEAST OF
 DF2137'INTERSTATE 20 STATION NUMBER 1770+00 CAST IN THE SOUTH EDGE OF
 DF2137'THE EAST BOUND LANE CONCRETE PAVEMENT, 203.3 FEET NORTHEAST OF
 DF2137'THE NORTHERN CORNER OF A HOUSE, 54.0 FEET NORTH-NORTHWEST OF A
 DF2137'TELEPHONE POLE, 5.5 FEET NORTH OF A POWER POLE WITH A
 DF2137'TRANSFORMER, AND 2.0 FEET NORTH OF A WITNESS POST SET AT
 DF2137'INTERSTATE 20 FENCELINE.  IT IS A STANDARD DISK
 DF2137'STAMPED---104-220 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2137'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2137'GROUND.
 DF2137'
 DF2137'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2136 ***********************************************************************
 DF2136  DESIGNATION -  BV 104 218
 DF2136  PID         -  DF2136
 DF2136  STATE/COUNTY-  GA/MORGAN
 DF2136  USGS QUAD   -  MADISON (1985)
 DF2136
 DF2136                         *CURRENT SURVEY CONTROL
 DF2136  ___________________________________________________________________
 DF2136* NAD 83(1994)-  33 31 32.45878(N)    083 23 04.69222(W)     ADJUSTED  
 DF2136* NAVD 88     -       192.4    (meters)     631.     (feet)  VERTCON   
 DF2136  ___________________________________________________________________
 DF2136  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DF2136  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF2136
 DF2136  HORZ ORDER  -  SECOND
 DF2136
 DF2136.The horizontal coordinates were established by classical geodetic methods
 DF2136.and adjusted by the National Geodetic Survey in September 1997..
 DF2136
 DF2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2136
 DF2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2136
 DF2136.The geoid height was determined by GEOID03.
 DF2136
 DF2136;                    North         East     Units Scale Factor Converg.
 DF2136;SPC GA W     -   391,172.413   772,640.366   MT  0.99996503   +0 25 55.0
 DF2136;SPC GA W     - 1,283,371.49  2,534,904.27   sFT  0.99996503   +0 25 55.0
 DF2136;UTM  17      - 3,712,112.889   278,542.430   MT  1.00020467   -1 19 03.3
 DF2136
 DF2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2136!SPC GA W     -   0.99997420  x   0.99996503  =   0.99993923
 DF2136!UTM  17      -   0.99997420  x   1.00020467  =   1.00017886
 DF2136
 DF2136:                Primary Azimuth Mark                     Grid Az
 DF2136:SPC GA W     -  BV 104 218 AZ MK                         086 44 14.7
 DF2136:UTM  17      -  BV 104 218 AZ MK                         088 29 13.0
 DF2136
 DF2136|---------------------------------------------------------------------|
 DF2136| PID    Reference Object                     Distance      Geod. Az  |
 DF2136|                                                           dddmmss.s |
 DF2136| DF3318 BV 104 218 AZ MK                                   0871009.7 |
 DF2136|---------------------------------------------------------------------|
 DF2136
 DF2136                          SUPERSEDED SURVEY CONTROL
 DF2136
 DF2136  NAD 83(1986)-  33 31 32.46471(N)    083 23 04.69106(W) AD(       ) 2
 DF2136  NAD 27      -  33 31 32.00467(N)    083 23 05.10128(W) AD(       ) 2
 DF2136  NGVD 29 (07/19/86)  192.5    (m)          632.     (f) VERT ANG       
 DF2136
 DF2136.Superseded values are not recommended for survey control.
 DF2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2136.See file dsdata.txt to determine how the superseded data were derived.
 DF2136
 DF2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7854212113(NAD 83)
 DF2136_MARKER: DD = SURVEY DISK
 DF2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2136
 DF2136  HISTORY     - Date     Condition        Report By
 DF2136  HISTORY     - 1976     MONUMENTED       GADT
 DF2136
 DF2136                          STATION DESCRIPTION
 DF2136
 DF2136'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2136'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH-
 DF2136'SOUTHWEST OF BUCKHEAD, 6-3/4 MILES SOUTHEAST OF MADISON,
 DF2136'8-1/2 MILES NORTHEAST OF GODFREY ON COUNTY RIGHT OF WAY.
 DF2136'
 DF2136'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 90926
 DF2136'AND COUNTY ROAD 151 LOCATED ABOUT 100 FEET EAST OF THE US POST
 DF2136'OFFICE IN BUCKHEAD, GO EAST ALONG PAVED COUNTY ROAD 90926
 DF2136'(RAILROAD STREET) FOR 0.05 MILE TO THE JUNCTION OF PAVED
 DF2136'COUNTY ROAD 92156 TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG
 DF2136'PAVED COUNTY ROAD 92156 FOR 1.2 MILES TO THE NORTH END OF A
 DF2136'BRIDGE OVER INTERSTATE 20. CONTINUE SOUTH ALONG COUNTY ROAD
 DF2136'92156 FOR 1.0 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 138 TO
 DF2136'THE LEFT. CONTINUE SOUTH ALONG COUNTY ROAD 92156 FOR 1.3
 DF2136'MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTH ALONG
 DF2136'COUNTY ROAD 92156 FOR 0.05 MILE TO THE JUNCTION OF PAVED
 DF2136'COUNTY ROAD 92157 TO THE RIGHT AND PAVED COUNTY ROAD 143 TO
 DF2136'THE LEFT. TURN RIGHT GOING WEST ALONG PAVED COUNTY ROAD 92157
 DF2136'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DF2136'
 DF2136'THE STATION IS LOCATED 27 FEET NORTH OF THE CENTER LINE OF
 DF2136'COUNTY ROAD 92157, 102.8 FEET WEST OF THE NORTH END OF AN 18
 DF2136'INCH CONCRETE CULVERT UNDER THE ROAD, 11.5 FEET WEST OF A
 DF2136'FENCE CORNER POST AT AN OBLIQUE JUNCTION OF FENCELINES, 72.3
 DF2136'FEET NORTH-NORTHWEST OF A POWER POLE ON THE SOUTHSIDE OF THE
 DF2136'ROAD, 98.2 FEET NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 DF2136'PEDESTAL ON THE SOUTH SIDE OF THE ROAD, AND 2.3 FEET SOUTH OF A
 DF2136'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS
 DF2136'DISK STAMPED---104-218 1976---, SET IN THE TOP OF A 10 INCH
 DF2136'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF
 DF2136'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2136'STAMPED---104-218 1976---, SET IN AN IRREGULAR MASS
 DF2136'OF CONCRETE APPROXIMATELY 0.95 METER BELOW THE
 DF2136'SURFACE OF THE GROUND.
 DF2136'
 DF2136'THE AZIMUTH MARK IS LOCATED 37 FEET NORTHWEST OF THE CENTER
 DF2136'LINE OF COUNTY ROAD 92156, 9.4 FEET WEST-SOUTHWEST OF A POWER
 DF2136'POLE, 62 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF
 DF2136'THE CENTERLINES OF COUNTY ROAD 92156 AND A DRIVEWAY TO THE
 DF2136'SOUTHEAST, AND 2.9 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 DF2136'STANDARD DISK STAMPED---104-218 1976 AZMK---, SET IN THE TOP
 DF2136'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2136'SURFACE OF THE GROUND.
 DF2136'
 DF2136'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2121 ***********************************************************************
 DF2121  DESIGNATION -  BV 104 219
 DF2121  PID         -  DF2121
 DF2121  STATE/COUNTY-  GA/MORGAN
 DF2121  USGS QUAD   -  BUCKHEAD (1985)
 DF2121
 DF2121                         *CURRENT SURVEY CONTROL
 DF2121  ___________________________________________________________________
 DF2121* NAD 83(1994)-  33 36 27.86921(N)    083 21 44.72033(W)     ADJUSTED  
 DF2121* NAVD 88     -       164.     (meters)     538.     (feet)  VERTCON   
 DF2121  ___________________________________________________________________
 DF2121  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DF2121  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DF2121
 DF2121  HORZ ORDER  -  SECOND
 DF2121
 DF2121.The horizontal coordinates were established by classical geodetic methods
 DF2121.and adjusted by the National Geodetic Survey in September 1997..
 DF2121
 DF2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2121
 DF2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2121
 DF2121.The geoid height was determined by GEOID03.
 DF2121
 DF2121;                    North         East     Units Scale Factor Converg.
 DF2121;SPC GA W     -   400,289.111   774,633.211   MT  0.99996865   +0 26 42.6
 DF2121;SPC GA W     - 1,313,281.86  2,541,442.46   sFT  0.99996865   +0 26 42.6
 DF2121;UTM  17      - 3,721,166.517   280,813.506   MT  1.00019232   -1 18 29.3
 DF2121
 DF2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2121!SPC GA W     -   0.99997870  x   0.99996865  =   0.99994735
 DF2121!UTM  17      -   0.99997870  x   1.00019232  =   1.00017102
 DF2121
 DF2121|---------------------------------------------------------------------|
 DF2121| PID    Reference Object                     Distance      Geod. Az  |
 DF2121|                                                           dddmmss.s |
 DF2121| DF2120 BV 104 219 GADT 1976 PTA             28.369 METERS 06849     |
 DF2121| DF2135 FERRELL                             APPROX. 3.6 KM 2073148.0 |
 DF2121| DF3319 BV 104 219 AZ MK                                   2932050.5 |
 DF2121|---------------------------------------------------------------------|
 DF2121
 DF2121                          SUPERSEDED SURVEY CONTROL
 DF2121
 DF2121  NAD 83(1986)-  33 36 27.87512(N)    083 21 44.71926(W) AD(       ) 2
 DF2121  NAD 27      -  33 36 27.42255(N)    083 21 45.13586(W) AD(       ) 2
 DF2121  NGVD 29 (07/19/86)  164.     (m)          538.     (f) VERT ANG       
 DF2121
 DF2121.Superseded values are not recommended for survey control.
 DF2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2121.See file dsdata.txt to determine how the superseded data were derived.
 DF2121
 DF2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8081421167(NAD 83)
 DF2121_MARKER: DD = SURVEY DISK
 DF2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2121
 DF2121  HISTORY     - Date     Condition        Report By
 DF2121  HISTORY     - 1976     MONUMENTED       GADT
 DF2121
 DF2121                          STATION DESCRIPTION
 DF2121
 DF2121'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2121'THE STATION IS ABOUT 2-3/4 MILES NORTH OF BUCKHEAD, 6 MILES
 DF2121'EAST OF MADISON, AND 6-3/4 MILES SOUTHEAST OF APALACHEE ON
 DF2121'STATE RIGHT OF WAY.
 DF2121'
 DF2121'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF2121'ROUTE 12) AND STATE ROUTE 15 TO THE NORTH IN WEST GREENSBORO,
 DF2121'GO WEST ALONG US HIGHWAY 278 (STATE ROUTE 12) FOR 2.95 MILES
 DF2121'TO THE JUNCTION OF PAVED COUNTY ROAD 92615 FORKING TO THE LEFT.
 DF2121'CONTINUE WEST ALONG US HIGHWAY 278 FOR 2.25 MILES TO THE WEST
 DF2121'END OF A BRIDGE OVER OCONEE RIVER, AND THE JUNCTION OF PAVED
 DF2121'COUNTY ROAD 35 TO THE LEFT. CONTINUE WEST ALONG US HIGHWAY 278
 DF2121'FOR 5.3 MILES TO THE WEST END OF A BRIDGE OVER APLACHEE RIVER.
 DF2121'CONTINUE WEST ALONG US HIGHWAY 278 FOR 0.75 MILE TO THE
 DF2121'STATION ON THE LEFT.
 DF2121'
 DF2121'THE STATION IS LOCATED 35 FEET SOUTH-SOUTHWEST OF THE CENTER
 DF2121'LINE OF US HIGHWAY 278 (STATE ROUTE 12), 91.0 FEET SOUTHEAST
 DF2121'OF THE POINT OF INTERSECTION OF THE CENTER LINES OF US HIGHWAY
 DF2121'278, AND A DIRT DRIVEWAY TO THE SOUTH, 54.6 FEET EAST-
 DF2121'NORTHEAST OF A 6 INCH PECAN TREE, 42.1 FEET NORTH-NORTHEAST OF
 DF2121'A 6 INCH PERSIMMON TREE, 86.9 FEET SOUTH-SOUTHEAST OF AN 18
 DF2121'INCH OAK TREE ON THE NORTH SIDE OF THE HIGHWAY, AND 4.0 FEET
 DF2121'NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DF2121'STANDARD BRASS DISK STAMPED---104-219 1976---, SET IN THE TOP
 DF2121'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2121'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2121'STANDARD DISK STAMPED---104-219 1976---, SET IN AN IRREGULAR
 DF2121'MASS OF CONCRETE APPROXIMATELY 0.90 METER BELOW THE
 DF2121'SURFACE OF THE GROUND.
 DF2121'
 DF2121'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF2121'US HIGHWAY 278 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS
 DF2121'LOCATED 37 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 DF2121'298 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTER LINES
 DF2121'OF THE HIGHWAY AND A DRIVEWAY TO THE NORTH, 131.8 FEET WEST OF
 DF2121'A POWER POLE, 200.5 FEET EAST-NORTHEAST OF A 30 INCH OAK TREE
 DF2121'ON THE SOUTH SIDE OF THE ROAD, AND 2.0 FEET SOUTH-SOUTHWEST OF
 DF2121'A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF2121'STAMPED---104-219 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2121'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2121'GROUND.
 DF2121'
 DF2121'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2413 ***********************************************************************
 DF2413  DESIGNATION -  BV 104 220
 DF2413  PID         -  DF2413
 DF2413  STATE/COUNTY-  GA/MORGAN
 DF2413  USGS QUAD   -  ROCK EAGLE LAKE (1972)
 DF2413
 DF2413                         *CURRENT SURVEY CONTROL
 DF2413  ___________________________________________________________________
 DF2413* NAD 83(1994)-  33 29 36.06537(N)    083 26 16.41849(W)     ADJUSTED  
 DF2413* NAVD 88     -       190.7    (meters)     626.     (feet)  VERTCON   
 DF2413  ___________________________________________________________________
 DF2413  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DF2413  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DF2413
 DF2413  HORZ ORDER  -  SECOND
 DF2413
 DF2413.The horizontal coordinates were established by classical geodetic methods
 DF2413.and adjusted by the National Geodetic Survey in September 1997..
 DF2413
 DF2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2413
 DF2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2413
 DF2413.The geoid height was determined by GEOID03.
 DF2413
 DF2413;                    North         East     Units Scale Factor Converg.
 DF2413;SPC GA W     -   387,550.630   767,718.531   MT  0.99995652   +0 24 07.9
 DF2413;SPC GA W     - 1,271,489.03  2,518,756.55   sFT  0.99995652   +0 24 07.9
 DF2413;UTM  17      - 3,708,642.102   273,511.062   MT  1.00023247   -1 20 45.2
 DF2413
 DF2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2413!SPC GA W     -   0.99997446  x   0.99995652  =   0.99993098
 DF2413!UTM  17      -   0.99997446  x   1.00023247  =   1.00020692
 DF2413
 DF2413:                Primary Azimuth Mark                     Grid Az
 DF2413:SPC GA W     -  BV 104 220 AZ MK                         163 55 09.6
 DF2413:UTM  17      -  BV 104 220 AZ MK                         165 40 02.7
 DF2413
 DF2413|---------------------------------------------------------------------|
 DF2413| PID    Reference Object                     Distance      Geod. Az  |
 DF2413|                                                           dddmmss.s |
 DF2413| DF3320 BV 104 220 AZ MK                                   1641917.5 |
 DF2413|---------------------------------------------------------------------|
 DF2413
 DF2413                          SUPERSEDED SURVEY CONTROL
 DF2413
 DF2413  NAD 83(1986)-  33 29 36.07131(N)    083 26 16.41730(W) AD(       ) 2
 DF2413  NAD 27      -  33 29 35.60906(N)    083 26 16.81674(W) AD(       ) 2
 DF2413  NGVD 29 (07/19/86)  190.8    (m)          626.     (f) VERT ANG       
 DF2413
 DF2413.Superseded values are not recommended for survey control.
 DF2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2413.See file dsdata.txt to determine how the superseded data were derived.
 DF2413
 DF2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7351108642(NAD 83)
 DF2413_MARKER: DD = SURVEY DISK
 DF2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2413
 DF2413  HISTORY     - Date     Condition        Report By
 DF2413  HISTORY     - 1976     MONUMENTED       GADT
 DF2413
 DF2413                          STATION DESCRIPTION
 DF2413
 DF2413'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2413'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF GODFREY, 6-3/4
 DF2413'MILES SOUTHWEST OF BUCKHEAD, AND 7 MILES SOUTH-SOUTHEAST OF
 DF2413'MADISON ON STATE RIGHT OF WAY.
 DF2413'
 DF2413'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HARDMANS
 DF2413'GROCERY STORE IN GODFREY, GO NORTHWESTERLY ALONG PAVED COUNTY
 DF2413'ROAD 90776 FOR 0.15 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 DF2413'92156 TO THE RIGHT. TURN RIGHT GOING EAST ALONG COUNTY ROAD
 DF2413'92156 CROSSING A RAILWAY TRACK TO AN IMMEDIATE FORK OF COUNTY
 DF2413'ROAD 96 TO THE RIGHT, AND BEARING LEFT ALONG COUNTY ROAD 92156
 DF2413'GOING NORTHEASTERLY FOR 2.0 MILES TO THE SOUTHWEST END OF THE
 DF2413'FIRST ONE OF TWO BRIDGES CROSSING INDIAN CREEK. CONTINUE
 DF2413'NORTHEASTERLY ALONG COUNTY ROAD 92156 FOR 1.55 MILES TO THE
 DF2413'JUNCTION OF PAVED COUNTY ROAD 121 TO THE LEFT. CONTINUE
 DF2413'GOING NORTHEASTERLY ALONG PAVED COUNTY ROAD 92156 FOR 1.25
 DF2413'MILES TO THE JUNCTION OF U.S. HIGHWAY 441 (U.S. HIGHWAY 129
 DF2413'AND STATE ROUTE 24) AND THE AZIMUTH MARK. TURN LEFT GOING
 DF2413'NORTH ALONG U.S. HIGHWAY 441 FOR 0.3 MILE TO THE STATION
 DF2413'ON THE RIGHT.
 DF2413'
 DF2413'THE STATION IS LOCATED 37 FEET EAST OF THE CENTERLINE OF U.S.
 DF2413'HIGHWAY 441, 91 FEET SOUTH-SOUTHEAST OF THE POINT OF
 DF2413'INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 441 AND A
 DF2413'DRIVEWAY TO THE WEST, 8.8 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 DF2413'POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 121.6 FEET
 DF2413'EAST-NORTHEAST OF A 24 INCH PECAN TREE ON THE WEST SIDE OF THE
 DF2413'HIGHWAY, AND 2.7 FEET WEST OF A WITNESS POST SET AT A
 DF2413'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---104-220
 DF2413'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2413'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF2413'UNDERGROUND STATION IS A STANDARD DISK
 DF2413'STAMPED---104-220 1976---, SET IN AN IRREGULAR MASS OF
 DF2413'CONCRETE APPROXIMATELY 0.95 METER BELOW THE SURFACE OF THE
 DF2413'GROUND.
 DF2413'
 DF2413'THE AZIMUTH MARK IS LOCATED 274 FEET EAST-NORTHEAST OF THE POINT
 DF2413'OF INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 441 AND
 DF2413'COUNTY ROAD 92156, 39 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY
 DF2413'ROAD 92156, 147.7 FEET NORTHEAST OF A POWER POLE WITH A METAL
 DF2413'BOX ATTACHED, 88.7 FEET EAST-SOUTHEAST OF A POWER POLE ON THE
 DF2413'NORTHWEST SIDE OF THE COUNTY ROAD, 207.7 FEET SOUTH-SOUTHWEST OF
 DF2413'ANOTHER POWER POLE ON THE NORTHWEST SIDE OF THE COUNTY ROAD,
 DF2413'AND 2.4 FEET NORTHWEST OF A WITNESS POST SET AT A FENCELINE.
 DF2413'IT IS A STANDARD DISK STAMPED---104-220 1976 AZMK---, SET IN
 DF2413'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES
 DF2413'BELOW THE SURFACE OF THE GROUND.
 DF2413'
 DF2413'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2412 ***********************************************************************
 DF2412  DESIGNATION -  BV 104 221
 DF2412  PID         -  DF2412
 DF2412  STATE/COUNTY-  GA/MORGAN
 DF2412  USGS QUAD   -  ROCK EAGLE LAKE (1972)
 DF2412
 DF2412                         *CURRENT SURVEY CONTROL
 DF2412  ___________________________________________________________________
 DF2412* NAD 83(1994)-  33 28 36.52062(N)    083 26 01.49643(W)     ADJUSTED  
 DF2412* NAVD 88     -       200.6    (meters)     658.     (feet)  VERTCON   
 DF2412  ___________________________________________________________________
 DF2412  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DF2412  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DF2412
 DF2412  HORZ ORDER  -  SECOND
 DF2412
 DF2412.The horizontal coordinates were established by classical geodetic methods
 DF2412.and adjusted by the National Geodetic Survey in September 1997..
 DF2412
 DF2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2412
 DF2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2412
 DF2412.The geoid height was determined by GEOID03.
 DF2412
 DF2412;                    North         East     Units Scale Factor Converg.
 DF2412;SPC GA W     -   385,718.940   768,116.647   MT  0.99995719   +0 24 15.5
 DF2412;SPC GA W     - 1,265,479.56  2,520,062.70   sFT  0.99995719   +0 24 15.5
 DF2412;UTM  17      - 3,706,798.615   273,853.223   MT  1.00023056   -1 20 34.9
 DF2412
 DF2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2412!SPC GA W     -   0.99997290  x   0.99995719  =   0.99993009
 DF2412!UTM  17      -   0.99997290  x   1.00023056  =   1.00020345
 DF2412
 DF2412:                Primary Azimuth Mark                     Grid Az
 DF2412:SPC GA W     -  BV 104 221 AZ MK                         346 18 55.9
 DF2412:UTM  17      -  BV 104 221 AZ MK                         348 03 46.3
 DF2412
 DF2412|---------------------------------------------------------------------|
 DF2412| PID    Reference Object                     Distance      Geod. Az  |
 DF2412|                                                           dddmmss.s |
 DF2412| DF3321 BV 104 221 AZ MK                                   3464311.4 |
 DF2412|---------------------------------------------------------------------|
 DF2412
 DF2412                          SUPERSEDED SURVEY CONTROL
 DF2412
 DF2412  NAD 83(1986)-  33 28 36.52657(N)    083 26 01.49527(W) AD(       ) 2
 DF2412  NAD 27      -  33 28 36.06213(N)    083 26 01.89469(W) AD(       ) 2
 DF2412  NGVD 29 (07/19/86)  200.7    (m)          658.     (f) VERT ANG       
 DF2412
 DF2412.Superseded values are not recommended for survey control.
 DF2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2412.See file dsdata.txt to determine how the superseded data were derived.
 DF2412
 DF2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7385306799(NAD 83)
 DF2412_MARKER: DD = SURVEY DISK
 DF2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2412
 DF2412  HISTORY     - Date     Condition        Report By
 DF2412  HISTORY     - 1976     MONUMENTED       GADT
 DF2412
 DF2412                          STATION DESCRIPTION
 DF2412
 DF2412'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2412'THE STATION IS ABOUT 4-1/2 MILES EAST-NORTHEAST OF GODFREY,
 DF2412'7-1/2 MILES SOUTH-SOUTHWEST OF BUCKHEAD, AND 8-1/2 MILES SOUTH-
 DF2412'SOUTHEAST OF APALACHEE ON THE PROPERTY OF J.B. BRUCE.
 DF2412'
 DF2412'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HARDMANS
 DF2412'GROCERY STORE IN GODFREY, GO NORTHWEST ALONG PAVED COUNTY ROAD
 DF2412'90776 FOR 0.15 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92156
 DF2412'TO THE RIGHT. TURN RIGHT GOING EAST ALONG COUNTY ROAD 92156
 DF2412'CROSSING A RAILROAD TRACK TO AN IMMEDIATE FORK OF COUNTY ROAD
 DF2412'96 TO THE RIGHT AND BEARING LEFT ALONG COUNTY ROAD 92156 FOR
 DF2412'2.0 MILE TO THE SOUTHWEST END OF THE FIRST BRIDGE CROSSING
 DF2412'INDIAN CREEK (THERE ARE TWO BRIDGES HERE). CONTINUE GOING
 DF2412'NORTHEAST ALONG PAVED COUNTY ROAD 92156 FOR 1.55 MILES TO THE
 DF2412'JUNCTION OF PAVED COUNTY ROAD 121 TO THE LEFT. CONTINUE
 DF2412'GOING NORTHEAST ALONG PAVED COUNTY ROAD 92156 FOR 1.25 MILES
 DF2412'TO THE JUNCTION OF U.S. HIGHWAY 441 (U.S. HIGHWAY 129 AND
 DF2412'STATE ROUTE 24). TURN RIGHT GOING SOUTH ALONG U.S. HIGHWAY
 DF2412'441 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF2412'CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 441 FOR 0.4 MILE TO THE
 DF2412'STATION ON THE RIGHT.
 DF2412'
 DF2412'THE STATION IS LOCATED 385 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2412'U.S. HIGHWAY 441, 67.3 FEET SOUTHWEST OF THE SOUTH CORNER OF AN
 DF2412'OLD ABANDONED HOUSE, 151.0 FEET SOUTH-SOUTHWEST OF A POWER POLE
 DF2412'238.2 FEET NORTHWEST OF THE WESTERN MOST CORNER OF A CONCRETE
 DF2412'PUMP HOUSE, 114.5 FEET WEST OF A 30 INCH FORKED WALNUT TREE,
 DF2412'52 FEET SOUTH OF A CLUSTER OF FIG TREES, AND 2.0 FEET SOUTHEAST
 DF2412'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS
 DF2412'DISK STAMPED---104-221 1976---, SET IN THE TOP OF A 10 INCH
 DF2412'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2412'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2412'STAMPED---104-221 1976---,SET IN A 5 INCH CYLINDER OF
 DF2412'CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 DF2412'GROUND.
 DF2412'
 DF2412'THE AZIMUTH MARK IS LOCATED 37 FEET EAST OF THE CENTERLINE OF
 DF2412'U.S. HIGHWAY 441, 78.0 FEET NORTH OF A FENCE CORNER POST, 205.6
 DF2412'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 164.7
 DF2412'FEET EAST-SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 DF2412'HIGHWAY, 139.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 DF2412'CONCRETE BLOCK BUILDING ON THE WEST SIDE OF THE HIGHWAY, AND
 DF2412'1.7 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2412'STAMPED---104-221 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2412'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2412'GROUND.
 DF2412'
 DF2412'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2382 ***********************************************************************
 DF2382  DESIGNATION -  BV 104 222
 DF2382  PID         -  DF2382
 DF2382  STATE/COUNTY-  GA/MORGAN
 DF2382  USGS QUAD   -  HARMONY (1985)
 DF2382
 DF2382                         *CURRENT SURVEY CONTROL
 DF2382  ___________________________________________________________________
 DF2382* NAD 83(1994)-  33 29 41.78295(N)    083 20 44.01197(W)     ADJUSTED  
 DF2382* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 DF2382  ___________________________________________________________________
 DF2382  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DF2382  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DF2382
 DF2382  HORZ ORDER  -  SECOND
 DF2382
 DF2382.The horizontal coordinates were established by classical geodetic methods
 DF2382.and adjusted by the National Geodetic Survey in September 1997..
 DF2382
 DF2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2382
 DF2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2382
 DF2382.The geoid height was determined by GEOID03.
 DF2382
 DF2382;                    North         East     Units Scale Factor Converg.
 DF2382;SPC GA W     -   387,790.818   776,297.262   MT  0.99997175   +0 27 11.4
 DF2382;SPC GA W     - 1,272,277.04  2,546,901.93   sFT  0.99997175   +0 27 11.4
 DF2382;UTM  17      - 3,708,620.477   282,095.228   MT  1.00018543   -1 17 41.8
 DF2382
 DF2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2382!SPC GA W     -   0.99998196  x   0.99997175  =   0.99995371
 DF2382!UTM  17      -   0.99998196  x   1.00018543  =   1.00016739
 DF2382
 DF2382:                Primary Azimuth Mark                     Grid Az
 DF2382:SPC GA W     -  BV 104 222 AZ MK                         001 31 35.8
 DF2382:UTM  17      -  BV 104 222 AZ MK                         003 16 29.0
 DF2382
 DF2382|---------------------------------------------------------------------|
 DF2382| PID    Reference Object                     Distance      Geod. Az  |
 DF2382|                                                           dddmmss.s |
 DF2382| DF3322 BV 104 222 AZ MK                                   0015847.2 |
 DF2382| DF2383 BV 104 222 GADT 1976 PTA             26.788 METERS 19047     |
 DF2382|---------------------------------------------------------------------|
 DF2382
 DF2382                          SUPERSEDED SURVEY CONTROL
 DF2382
 DF2382  NAD 83(1986)-  33 29 41.78887(N)    083 20 44.01083(W) AD(       ) 2
 DF2382  NAD 27      -  33 29 41.32656(N)    083 20 44.42359(W) AD(       ) 2
 DF2382  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 DF2382
 DF2382.Superseded values are not recommended for survey control.
 DF2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2382.See file dsdata.txt to determine how the superseded data were derived.
 DF2382
 DF2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8209508620(NAD 83)
 DF2382_MARKER: DD = SURVEY DISK
 DF2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2382
 DF2382  HISTORY     - Date     Condition        Report By
 DF2382  HISTORY     - 1976     MONUMENTED       GADT
 DF2382
 DF2382                          STATION DESCRIPTION
 DF2382
 DF2382'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2382'THE STATION IS ABOUT 5-1/4 MILES SOUTH OF BUCKHEAD, 9-1/2 MILES
 DF2382'EAST-NORTHEAST OF GODFREY, AND 10 MILES SOUTHEAST OF MADISON
 DF2382'ON THE PROPERTY OF REUPIN ALLISTON.
 DF2382'
 DF2382'TO REACH THE STATION FROM THE JUNCTION OF PAVED COUNTY ROAD
 DF2382'90926 AND PAVED COUNTY ROAD 92156 LOCATED APPROXIMATELY 300
 DF2382'FEET EAST OF THE US POST OFFICE IN BUCKHEAD, GO SOUTH ALONG
 DF2382'PAVED COUNTY ROAD 92156 FOR 1.2 MILES TO THE NORTH END OF A
 DF2382'BRIDGE OVER INTERSTATE 20, CONTINUE GOING SOUTH ALONG PAVED
 DF2382'COUNTY ROAD 92156 FOR 1.0 MILE TO THE JUNCTION OF DIRT COUNTY
 DF2382'ROAD 138 TO THE LEFT. CONTINUE GOING SOUTH ALONG COUNTY ROAD
 DF2382'92156 FOR 1.35 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 143
 DF2382'TO THE LEFT AND PAVED COUNTY ROAD 92157 TO THE RIGHT. TURN
 DF2382'LEFT GOING SOUTHEAST ALONG COUNTY ROAD 143 FOR 1.0 MILE TO THE
 DF2382'JUNTION OF PAVED COUNTY ROAD 90 REVERSE FORKING TO THE
 DF2382'RIGHT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 143 FOR
 DF2382'0.5 MILE TO THE END OF PAVEMENT AT THE JUNCTION OF COUNTY
 DF2382'ROAD 138 (DIRT LEFT, PAVED RIGHT) CROSSING. TURN RIGHT
 DF2382'GOING SOUTHEAST ALONG COUNTY ROAD 138 FOR 1.25 MILES TO THE
 DF2382'JUNCTION OF COUNTY ROAD 133 (DIRT LEFT, PAVED RIGHT). TURN
 DF2382'RIGHT GOING SOUTH ALONG COUNTY ROAD 133 FOR 0.45 MILE TO
 DF2382'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG
 DF2382'PAVED COUNTY ROAD 133 FOR 0.2 MILE TO THE STATION ON THE
 DF2382'LEFT.
 DF2382'
 DF2382'THE STATION IS LOCATED 49 FEET EAST OF THE CENTER LINE OF COUNTY
 DF2382'ROAD 133, 86.5 FEET WEST-NORTHWEST OF A CLUSTER OF 4 PECAN
 DF2382'TREES, 111.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN
 DF2382'OLD BARN ON THE WEST SIDE OF THE ROAD, 118.7 FEET EAST-SOUTHEAST
 DF2382'OF THE SOUTHEAST CORNER OF A FRAME HOUSE ON THE WEST SIDE OF THE
 DF2382'ROAD, 121.3 FEET SOUTH-SOUTHEAST OF A 24 INCH PECAN TREE ON THE
 DF2382'WEST SIDE OF THE ROAD, AND 3.5 FEET WEST OF A WITNESS POST. IT
 DF2382'IS A STANDARD BRASS DISK STAMPED---104-222 1976---, SET IN THE
 DF2382'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2382'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2382'STANDARD DISK STAMPED---104-222 1976---, SET IN AN IRREGULAR
 DF2382'MASS OF CONCRETE APPROXIMATELY 0.94 METER BELOW THE
 DF2382'SURFACE OF THE GROUND.
 DF2382'
 DF2382'THE AZIMUTH MARK IS LOCATED 41 FEET WEST OF THE CENTERLINE OF
 DF2382'THE ROAD, 6.0 FEET EAST OF A FENCELINE, 171.3 FEET NORTH-
 DF2382'NORTHWEST OF A 10 INCH PINE TREE AT THE SOUTHWEST CORNER OF A
 DF2382'DELAPIDATED BUILDING ON THE EAST SIDE OF THE ROAD, 32.1 FEET
 DF2382'EAST OF A 20 INCH OAK TREE, 127.0 FEET NORTHWEST OF A 24 INCH
 DF2382'OAK TREE ON THE EAST SIDE OF THE ROAD, AND 2.9 FEET WEST OF A
 DF2382'WITNESS POST.  IT IS A STANDARD DISK STAMPED---104-222 1976
 DF2382'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2382'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2382'
 DF2382'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2117 ***********************************************************************
 DF2117  DESIGNATION -  BV 104 223
 DF2117  PID         -  DF2117
 DF2117  STATE/COUNTY-  GA/MORGAN
 DF2117  USGS QUAD   -  BUCKHEAD (1985)
 DF2117
 DF2117                         *CURRENT SURVEY CONTROL
 DF2117  ___________________________________________________________________
 DF2117* NAD 83(1994)-  33 30 00.63583(N)    083 18 09.18434(W)     ADJUSTED  
 DF2117* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 DF2117  ___________________________________________________________________
 DF2117  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DF2117  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DF2117
 DF2117  HORZ ORDER  -  SECOND
 DF2117
 DF2117.The horizontal coordinates were established by classical geodetic methods
 DF2117.and adjusted by the National Geodetic Survey in September 1997..
 DF2117
 DF2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2117
 DF2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2117
 DF2117.The geoid height was determined by GEOID03.
 DF2117
 DF2117;                    North         East     Units Scale Factor Converg.
 DF2117;SPC GA W     -   388,404.066   780,288.813   MT  0.99997945   +0 28 37.1
 DF2117;SPC GA W     - 1,274,289.01  2,559,997.55   sFT  0.99997945   +0 28 37.1
 DF2117;UTM  17      - 3,709,111.766   286,104.428   MT  1.00016408   -1 16 16.9
 DF2117
 DF2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2117!SPC GA W     -   0.99998039  x   0.99997945  =   0.99995984
 DF2117!UTM  17      -   0.99998039  x   1.00016408  =   1.00014447
 DF2117
 DF2117|---------------------------------------------------------------------|
 DF2117| PID    Reference Object                     Distance      Geod. Az  |
 DF2117|                                                           dddmmss.s |
 DF2117| DF2116 BV 104 223 GADT 1976 PTA             12.043 METERS 04831     |
 DF2117| DF3323 BV 104 223 AZ MK                                   0824748.2 |
 DF2117|---------------------------------------------------------------------|
 DF2117
 DF2117                          SUPERSEDED SURVEY CONTROL
 DF2117
 DF2117  NAD 83(1986)-  33 30 00.64164(N)    083 18 09.18312(W) AD(       ) 2
 DF2117  NAD 27      -  33 30 00.17837(N)    083 18 09.60071(W) AD(       ) 2
 DF2117  NGVD 29 (07/19/86)  153.     (m)          502.     (f) VERT ANG       
 DF2117
 DF2117.Superseded values are not recommended for survey control.
 DF2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2117.See file dsdata.txt to determine how the superseded data were derived.
 DF2117
 DF2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8610409112(NAD 83)
 DF2117_MARKER: DD = SURVEY DISK
 DF2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2117
 DF2117  HISTORY     - Date     Condition        Report By
 DF2117  HISTORY     - 1976     MONUMENTED       GADT
 DF2117
 DF2117                          STATION DESCRIPTION
 DF2117
 DF2117'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2117'THE STATION IS ABOUT 5-3/4 MILES SOUTHEAST OF BUCKHEAD, 8-3/4
 DF2117'MILES SOUTHWEST OF GREENSBORO, AND 12 MILES EAST-NORTHEAST OF
 DF2117'GODFREY ON COUNTY RIGHT OF WAY.
 DF2117'
 DF2117'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 151, AND
 DF2117'COUNTY ROAD 90926 LOCATED ABOUT 100 FEET EAST OF THE U.S. POST
 DF2117'OFFICE IN BUCKHEAD, GO EAST-NORTHEAST AND THEN SOUTHEAST ALONG
 DF2117'COUNTY ROAD 90926 FOR 3.85 MILES TO THE CENTER OF A BRIDGE OVER
 DF2117'INTERSTATE 20. CONTINUE SOUTHEAST ALONG COUNTY ROAD 90926 FOR
 DF2117'1.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 146 CONTINUING
 DF2117'STRAIGHT AHEAD, AND COUNTY ROAD 90926 TURNING TO THE RIGHT.
 DF2117'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 90926 FOR 1.95 MILES
 DF2117'TO THE JUNCTION OF COUNTY ROAD 143 (PAVED TO THE LEFT,
 DF2117'UNPAVED TO THE RIGHT) CROSSING, AND THE STATION ON THE LEFT.
 DF2117'
 DF2117'THE STATION IS LOCATED 36 FEET NORTH-NORTHWEST OF THE CENTER
 DF2117'LINE OF COUNTY ROAD 143, 154 FEET EAST-NORTHEAST OF THE CENTER
 DF2117'LINE OF COUNTY ROAD 90926, 161 FEET NORTHEAST OF THE POINT OF
 DF2117'INTERSECTION OF THE PAVED CENTER LINES OF COUNTY ROADS 143 AND
 DF2117'90926, 210.0 FEET EAST-NORTHEAST OF A 36 INCH OAK TREE IN THE
 DF2117'NORTHWESTERN QUADRANT OF THE JUNCTION OF ROADS, AND 3.4 FEET
 DF2117'NORTH-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF2117'DISK STAMPED---104-223 1976---, SET IN THE TOP OF A 10 INCH
 DF2117'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2117'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2117'STAMPED---104-223 1976---, SET IN AN IRREGULAR MASS OF
 DF2117'CONCRETE APPROXIMATELY 0.95 METER BELOW THE SURFACE OF THE
 DF2117'GROUND.
 DF2117'
 DF2117'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 DF2117'COUNTY ROAD 143 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DF2117'IT IS LOCATED 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DF2117'10.8 FEET WEST-NORTHWEST OF A POWER POLE, 99.1 FEET SOUTHEAST
 DF2117'OF A 12 INCH PINE TREE FORKED ABOUT 15 FEET ABOVE THE GROUND
 DF2117'ON THE NORTHSIDE OF THE ROAD, AND 3.9 FEET NORTH-NORTHWEST OF A
 DF2117'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF2117'STAMPED---104-223 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2117'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2117'GROUND.
 DF2117'
 DF2117'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1869 ***********************************************************************
 EE1869  DESIGNATION -  BV 105 200
 EE1869  PID         -  EE1869
 EE1869  STATE/COUNTY-  GA/MURRAY
 EE1869  USGS QUAD   -  TENNGA (1968)
 EE1869
 EE1869                         *CURRENT SURVEY CONTROL
 EE1869  ___________________________________________________________________
 EE1869* NAD 83(1994)-  34 59 00.62792(N)    084 44 53.94876(W)     ADJUSTED  
 EE1869* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 EE1869  ___________________________________________________________________
 EE1869  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 EE1869  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 EE1869
 EE1869  HORZ ORDER  -  SECOND
 EE1869
 EE1869.The horizontal coordinates were established by classical geodetic methods
 EE1869.and adjusted by the National Geodetic Survey in September 1997..
 EE1869
 EE1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1869
 EE1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1869
 EE1869.The geoid height was determined by GEOID03.
 EE1869
 EE1869;                    North         East     Units Scale Factor Converg.
 EE1869;SPC GA W     -   552,749.128   646,896.358   MT  0.99993474   -0 20 00.6
 EE1869;SPC GA W     - 1,813,477.76  2,122,359.13   sFT  0.99993474   -0 20 00.6
 EE1869;SPC TN       -    72,869.236   714,290.060   MT  1.00005771   +0 43 58.0
 EE1869;SPC TN       -   239,071.82  2,343,466.64   sFT  1.00005771   +0 43 58.0
 EE1869;UTM  16      - 3,873,530.320   705,529.100   MT  1.00012065   +1 17 29.2
 EE1869
 EE1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1869!SPC GA W     -   0.99996401  x   0.99993474  =   0.99989875
 EE1869!SPC TN       -   0.99996401  x   1.00005771  =   1.00002172
 EE1869!UTM  16      -   0.99996401  x   1.00012065  =   1.00008465
 EE1869
 EE1869:                Primary Azimuth Mark                     Grid Az
 EE1869:SPC GA W     -  BV 105 200 AZ MK                         089 38 44.6
 EE1869:SPC TN       -  BV 105 200 AZ MK                         088 34 46.0
 EE1869:UTM  16      -  BV 105 200 AZ MK                         088 01 14.8
 EE1869
 EE1869|---------------------------------------------------------------------|
 EE1869| PID    Reference Object                     Distance      Geod. Az  |
 EE1869|                                                           dddmmss.s |
 EE1869| CZ4433 BV 105 200 AZ MK                                   0891844.0 |
 EE1869|---------------------------------------------------------------------|
 EE1869
 EE1869                          SUPERSEDED SURVEY CONTROL
 EE1869
 EE1869  NAD 83(1994)-  34 59 00.63068(N)    084 44 53.95409(W) AD(       ) 2
 EE1869  NAD 83(1986)-  34 59 00.63117(N)    084 44 53.95367(W) AD(       ) 2
 EE1869  NAD 27      -  34 59 00.35548(N)    084 44 54.17299(W) AD(       ) 2
 EE1869  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 EE1869
 EE1869.Superseded values are not recommended for survey control.
 EE1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1869.See file dsdata.txt to determine how the superseded data were derived.
 EE1869
 EE1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0552973530(NAD 83)
 EE1869_MARKER: DD = SURVEY DISK
 EE1869_SETTING: 0 = UNSPECIFIED SETTING
 EE1869
 EE1869  HISTORY     - Date     Condition        Report By
 EE1869  HISTORY     - 1972     MONUMENTED       GADT
 EE1869
 EE1869                          STATION DESCRIPTION
 EE1869
 EE1869'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1869'THE STATION IS LOCATED 15.0 MILES NORTH OF CHATSWORTH, GEORGIA.  2.3
 EE1869'MILES NORTH OF THE INTERSECTION OF GA. 2 AND U.S. 411 ON THE
 EE1869'PROPERTY OF MR. IRVING TALLEY.
 EE1869'
 EE1869'TO REACH FROM THE MURRAY COUNTY COURTHOUSE, PROCEED NORTH ON
 EE1869'U.S. 411 4.1 MILES TO THE INTERSECTION OF GA. 286, CONTINUE NORTH
 EE1869'ON U.S. 411 9.5 MILES TO THE INTERSECTION OF GA. 2, CONTINUE
 EE1869'NORTH ON U.S. 411 2.25 MILES TO COUNTY ROAD S2430, PROCEED WEST ON
 EE1869'COUNTY ROAD S2430 0.6 MILES TO THE STATION ON THE RIGHT.
 EE1869'
 EE1869'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1869'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.83 METERS
 EE1869'BELOW THE STATION.  THE STATION IS LOCATED 55.0 FEET SOUTHWEST
 EE1869'OF A TELEPHONE POLE.  203.0 FEET NORTHWEST OF A POWER POLE.  137.4
 EE1869'FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY.  57.0 FEET
 EE1869'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD S2430.
 EE1869'
 EE1869'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST ALONG
 EE1869'COUNTY ROAD S2430 FOR 0.3 MILE TO THE AZIMUTH ON THE RIGHT.  THE
 EE1869'AZIMUTH MARK IS LOCATED 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 EE1869'ON A 3 FOOT CUT BANK AND 5 FEET NORTHEAST OF A RIGHT OF WAY
 EE1869'MARKER.
 EE1869'
 EE1869'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A
 EE1869'10 INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF
 EE1869'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1923 ***********************************************************************
 EE1923  DESIGNATION -  BV 105 201
 EE1923  PID         -  EE1923
 EE1923  STATE/COUNTY-  GA/MURRAY
 EE1923  USGS QUAD   -  BEAVERDALE (1972)
 EE1923
 EE1923                         *CURRENT SURVEY CONTROL
 EE1923  ___________________________________________________________________
 EE1923* NAD 83(1994)-  34 57 32.54145(N)    084 48 41.35715(W)     ADJUSTED  
 EE1923* NAVD 88     -       236.7    (meters)     777.     (feet)  VERTCON   
 EE1923  ___________________________________________________________________
 EE1923  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 EE1923  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 EE1923
 EE1923  HORZ ORDER  -  SECOND
 EE1923
 EE1923.The horizontal coordinates were established by classical geodetic methods
 EE1923.and adjusted by the National Geodetic Survey in September 1997..
 EE1923
 EE1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1923
 EE1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1923
 EE1923.The geoid height was determined by GEOID03.
 EE1923
 EE1923;                    North         East     Units Scale Factor Converg.
 EE1923;SPC GA W     -   550,070.199   641,111.572   MT  0.99994273   -0 22 10.2
 EE1923;SPC GA W     - 1,804,688.64  2,103,380.22   sFT  0.99994273   -0 22 10.2
 EE1923;SPC TN       -    70,082.831   708,555.403   MT  1.00006408   +0 41 44.9
 EE1923;SPC TN       -   229,930.09  2,324,652.18   sFT  1.00006408   +0 41 44.9
 EE1923;UTM  16      - 3,870,688.007   699,821.623   MT  1.00009213   +1 15 15.9
 EE1923
 EE1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1923!SPC GA W     -   0.99996752  x   0.99994273  =   0.99991025
 EE1923!SPC TN       -   0.99996752  x   1.00006408  =   1.00003160
 EE1923!UTM  16      -   0.99996752  x   1.00009213  =   1.00005965
 EE1923
 EE1923:                Primary Azimuth Mark                     Grid Az
 EE1923:SPC GA W     -  BV 105 201 AZ MK                         064 11 45.6
 EE1923:SPC TN       -  BV 105 201 AZ MK                         063 07 50.5
 EE1923:UTM  16      -  BV 105 201 AZ MK                         062 34 19.5
 EE1923
 EE1923|---------------------------------------------------------------------|
 EE1923| PID    Reference Object                     Distance      Geod. Az  |
 EE1923|                                                           dddmmss.s |
 EE1923| CZ4434 BV 105 201 AZ MK                                   0634935.4 |
 EE1923|---------------------------------------------------------------------|
 EE1923
 EE1923                          SUPERSEDED SURVEY CONTROL
 EE1923
 EE1923  NAD 83(1994)-  34 57 32.54405(N)    084 48 41.36235(W) AD(       ) 2
 EE1923  NAD 83(1986)-  34 57 32.54469(N)    084 48 41.36210(W) AD(       ) 2
 EE1923  NAD 27      -  34 57 32.26872(N)    084 48 41.57690(W) AD(       ) 2
 EE1923  NGVD 29 (07/19/86)  236.7    (m)          777.     (f) VERT ANG       
 EE1923
 EE1923.Superseded values are not recommended for survey control.
 EE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1923.See file dsdata.txt to determine how the superseded data were derived.
 EE1923
 EE1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9982270688(NAD 83)
 EE1923_MARKER: DD = SURVEY DISK
 EE1923_SETTING: 0 = UNSPECIFIED SETTING
 EE1923
 EE1923  HISTORY     - Date     Condition        Report By
 EE1923  HISTORY     - 1972     MONUMENTED       GADT
 EE1923
 EE1923                          STATION DESCRIPTION
 EE1923
 EE1923'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1923'THE STATION IS LOCATED 4.2 MILES WEST OF THE INTERSECTION OF GA. 2
 EE1923'AND U.S. 411.  2.0 MILES NORTHWEST OF THE INTERSECTION OF GA. 2 AND
 EE1923'GA. 225 ON THE PROPERTY OF MR. W.L. DEVERELL.
 EE1923'
 EE1923'TO REACH FROM THE INTERSECTION OF U.S. 41 AND GA. 2, PROCEED WEST
 EE1923'ON GA. 2 2.35 MILES TO COUNTY ROAD 173, PROCEED WEST ON COUNTY
 EE1923'ROAD 173 1.55 MILES TO COUNTY ROAD 175, PROCEED NORTHEAST ON
 EE1923'COUNTY ROAD 175 0.10 MILES TO THE STATION ON THE RIGHT.
 EE1923'
 EE1923'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1923'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.81 METERS
 EE1923'BELOW THE STATION.  THE STATION IS LOCATED 40.0 FEET EAST OF THE
 EE1923'CENTERLINE OF COUNTY ROAD 175.  18.2 FEET SOUTH OF A TELEPHONE
 EE1923'POLE.  114.0 FEET NORTHEAST OF A POWER POLE.
 EE1923'
 EE1923'THE AZIMUTH MARK IS LOCATED 0.47 MILES NORTHEAST OF THE
 EE1923'STATION.  31.2 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 EE1923'175.  124.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK
 EE1923'BUILDING.  103.0 FEET SOUTHEAST OF A 30 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1921 ***********************************************************************
 EE1921  DESIGNATION -  BV 105 202
 EE1921  PID         -  EE1921
 EE1921  STATE/COUNTY-  GA/MURRAY
 EE1921  USGS QUAD   -  BEAVERDALE (1972)
 EE1921
 EE1921                         *CURRENT SURVEY CONTROL
 EE1921  ___________________________________________________________________
 EE1921* NAD 83(1994)-  34 54 32.05282(N)    084 48 20.89673(W)     ADJUSTED  
 EE1921* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 EE1921  ___________________________________________________________________
 EE1921  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 EE1921  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EE1921
 EE1921  HORZ ORDER  -  SECOND
 EE1921
 EE1921.The horizontal coordinates were established by classical geodetic methods
 EE1921.and adjusted by the National Geodetic Survey in September 1997..
 EE1921
 EE1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1921
 EE1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1921
 EE1921.The geoid height was determined by GEOID03.
 EE1921
 EE1921;                    North         East     Units Scale Factor Converg.
 EE1921;SPC GA W     -   544,505.277   641,595.094   MT  0.99994203   -0 21 56.8
 EE1921;SPC GA W     - 1,786,431.06  2,104,966.57   sFT  0.99994203   -0 21 56.8
 EE1921;UTM  16      - 3,865,138.171   700,462.652   MT  1.00009530   +1 15 22.0
 EE1921
 EE1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1921!SPC GA W     -   0.99996605  x   0.99994203  =   0.99990808
 EE1921!UTM  16      -   0.99996605  x   1.00009530  =   1.00006135
 EE1921
 EE1921:                Primary Azimuth Mark                     Grid Az
 EE1921:SPC GA W     -  BV 105 202 AZ MK                         311 59 04.6
 EE1921:UTM  16      -  BV 105 202 AZ MK                         310 21 45.8
 EE1921
 EE1921|---------------------------------------------------------------------|
 EE1921| PID    Reference Object                     Distance      Geod. Az  |
 EE1921|                                                           dddmmss.s |
 EE1921| CZ4435 BV 105 202 AZ MK                                   3113707.8 |
 EE1921|---------------------------------------------------------------------|
 EE1921
 EE1921                          SUPERSEDED SURVEY CONTROL
 EE1921
 EE1921  NAD 83(1994)-  34 54 32.05571(N)    084 48 20.90155(W) AD(       ) 2
 EE1921  NAD 83(1986)-  34 54 32.05641(N)    084 48 20.90114(W) AD(       ) 2
 EE1921  NAD 27      -  34 54 31.77743(N)    084 48 21.11592(W) AD(       ) 2
 EE1921  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 EE1921
 EE1921.Superseded values are not recommended for survey control.
 EE1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1921.See file dsdata.txt to determine how the superseded data were derived.
 EE1921
 EE1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0046365138(NAD 83)
 EE1921_MARKER: DD = SURVEY DISK
 EE1921_SETTING: 0 = UNSPECIFIED SETTING
 EE1921
 EE1921  HISTORY     - Date     Condition        Report By
 EE1921  HISTORY     - 1972     MONUMENTED       GADT
 EE1921
 EE1921                          STATION DESCRIPTION
 EE1921
 EE1921'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1921'THE STATION IS LOCATED 9.6 MILES EAST OF VARNELL, GEORGIA.  10.0
 EE1921'MILES NORTH OF CHATSWORTH, GEORGIA.  4.9 MILES SOUTHWEST OF THE
 EE1921'INTERSECTION OF GA. 2 AND U.S. 411.
 EE1921'
 EE1921'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 52
 EE1921'CONNECTOR IN CHATSWORTH, PROCEED WEST ON GA. 52 CONNECTOR 3.52
 EE1921'MILES TO THE INTERSECTION OF GA. 225.  PROCEED NORTH ON GA. 225
 EE1921'3.82 MILES TO GA. 286.  CONTINUE NORTH ON GA. 225 5.40 MILES TO
 EE1921'COUNTY ROAD 154.  PROCEED NORTHWEST ON THE COUNTY ROAD FOR 0.88
 EE1921'MILE TO A DIRT DRIVE ON THE RIGHT.  THE STATION IS LOCATED
 EE1921'0.20 MILE EAST ON DRIVE NEAR A CHICKEN HOUSE.
 EE1921'
 EE1921'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE 4
 EE1921'INCHES ABOVE THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.61
 EE1921'METERS BELOW THE STATION.  THE STATION IS LOCATED 37.1 FEET WEST
 EE1921'OF A FENCE.  94.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EE1921'CHICKEN HOUSE.  46.2 FEET NORTHEAST OF A 4 INCH WHITE OAK
 EE1921'TREE.  62.3 FEET NORTH OF A 5 INCH ELM TREE.
 EE1921'
 EE1921'THE AZIMUTH MARK IS LOCATED 0.24 MILE NORTH OF THE STATION.  26.5
 EE1921'FEET EAST OF THE CENTERLINE OF COUNTY ROAD.  20.6 FEET NORTH OF THE
 EE1921'CENTERLINE OF DRIVEWAY.  15.9 FEET SOUTHWEST OF AN 8 INCH PINE
 EE1921'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1927 ***********************************************************************
 EE1927  DESIGNATION -  BV 105 203 GAHD 1972
 EE1927  PID         -  EE1927
 EE1927  STATE/COUNTY-  GA/MURRAY
 EE1927  USGS QUAD   -  CHATSWORTH (1985)
 EE1927
 EE1927                         *CURRENT SURVEY CONTROL
 EE1927  ___________________________________________________________________
 EE1927* NAD 83(1994)-  34 50 29.80222(N)    084 49 20.81658(W)     ADJUSTED  
 EE1927* NAVD 88     -       243.2    (meters)     798.     (feet)  VERTCON   
 EE1927  ___________________________________________________________________
 EE1927  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 EE1927  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 EE1927
 EE1927  HORZ ORDER  -  SECOND
 EE1927
 EE1927.The horizontal coordinates were established by classical geodetic methods
 EE1927.and adjusted by the National Geodetic Survey in September 1997..
 EE1927
 EE1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1927
 EE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1927
 EE1927.The geoid height was determined by GEOID03.
 EE1927
 EE1927;                    North         East     Units Scale Factor Converg.
 EE1927;SPC GA W     -   537,050.448   640,025.239   MT  0.99994432   -0 22 28.8
 EE1927;SPC GA W     - 1,761,973.01  2,099,816.14   sFT  0.99994432   -0 22 28.8
 EE1927;UTM  16      - 3,857,640.814   699,104.040   MT  1.00008862   +1 14 40.1
 EE1927
 EE1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1927!SPC GA W     -   0.99996648  x   0.99994432  =   0.99991081
 EE1927!UTM  16      -   0.99996648  x   1.00008862  =   1.00005510
 EE1927
 EE1927:                Primary Azimuth Mark                     Grid Az
 EE1927:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             135 59 03.7
 EE1927:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             134 21 54.8
 EE1927
 EE1927|---------------------------------------------------------------------|
 EE1927| PID    Reference Object                     Distance      Geod. Az  |
 EE1927|                                                           dddmmss.s |
 EE1927| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.14.1 KM 1353634.9 |
 EE1927| EE1938 CHEROKEE                            APPROX. 7.8 KM 2705951.5 |
 EE1927|---------------------------------------------------------------------|
 EE1927
 EE1927                          SUPERSEDED SURVEY CONTROL
 EE1927
 EE1927  NAD 83(1994)-  34 50 29.80514(N)    084 49 20.82101(W) AD(       ) 2
 EE1927  NAD 83(1986)-  34 50 29.80585(N)    084 49 20.82064(W) AD(       ) 2
 EE1927  NAD 27      -  34 50 29.52136(N)    084 49 21.03512(W) AD(       ) 2
 EE1927  NGVD 29 (07/19/86)  243.2    (m)          798.     (f) VERT ANG       
 EE1927
 EE1927.Superseded values are not recommended for survey control.
 EE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1927.See file dsdata.txt to determine how the superseded data were derived.
 EE1927
 EE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9910457641(NAD 83)
 EE1927_MARKER: DD = SURVEY DISK
 EE1927_SETTING: 0 = UNSPECIFIED SETTING
 EE1927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1927
 EE1927  HISTORY     - Date     Condition        Report By
 EE1927  HISTORY     - 1972     MONUMENTED       GADT
 EE1927
 EE1927                          STATION DESCRIPTION
 EE1927
 EE1927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1927'THE STATION IS LOCATED 6.0 MILES NORTH OF CHATSWORTH, GEORGIA.  8.9
 EE1927'MILES SOUTHWEST OF THE INTERSECTION OF GA. 2 AND U.S. 411.  9.5
 EE1927'MILES NORTHEAST OF DALTON, GEORGIA.
 EE1927'
 EE1927'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 225, PROCEED
 EE1927'SOUTH ON GA. 225 7.25 MILES TO COUNTY ROAD 141.  PROCEED WEST ON
 EE1927'THE COUNTY ROAD 1.1 MILE TO THE STATION AT THE TOP OF A HILL.
 EE1927'
 EE1927'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1927'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 7.5 FEET
 EE1927'NORTHWEST OF A 16 INCH OAK TREE.  54.0 FEET SOUTH OF A 22
 EE1927'INCH OAK TREE.  6.7 FEET SOUTHEAST OF A 14 INCH OAK TREE.  32.4
 EE1927'FEET SOUTHWEST OF AN 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1903 ***********************************************************************
 EE1903  DESIGNATION -  BV 105 204 GAHD 1972
 EE1903  PID         -  EE1903
 EE1903  STATE/COUNTY-  GA/MURRAY
 EE1903  USGS QUAD   -  CALHOUN NE (1985)
 EE1903
 EE1903                         *CURRENT SURVEY CONTROL
 EE1903  ___________________________________________________________________
 EE1903* NAD 83(1994)-  34 42 56.08632(N)    084 51 19.90789(W)     ADJUSTED  
 EE1903* NAVD 88     -       248.6    (meters)     816.     (feet)  VERTCON   
 EE1903  ___________________________________________________________________
 EE1903  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 EE1903  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 EE1903
 EE1903  HORZ ORDER  -  SECOND
 EE1903
 EE1903.The horizontal coordinates were established by classical geodetic methods
 EE1903.and adjusted by the National Geodetic Survey in September 1997..
 EE1903
 EE1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1903
 EE1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1903
 EE1903.The geoid height was determined by GEOID03.
 EE1903
 EE1903;                    North         East     Units Scale Factor Converg.
 EE1903;SPC GA W     -   523,090.200   636,903.882   MT  0.99994905   -0 23 32.4
 EE1903;SPC GA W     - 1,716,171.76  2,089,575.49   sFT  0.99994905   -0 23 32.4
 EE1903;UTM  16      - 3,843,596.166   696,377.383   MT  1.00007534   +1 13 18.0
 EE1903
 EE1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1903!SPC GA W     -   0.99996562  x   0.99994905  =   0.99991468
 EE1903!UTM  16      -   0.99996562  x   1.00007534  =   1.00004096
 EE1903
 EE1903:                Primary Azimuth Mark                     Grid Az
 EE1903:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             073 34 41.6
 EE1903:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             071 57 51.2
 EE1903
 EE1903|---------------------------------------------------------------------|
 EE1903| PID    Reference Object                     Distance      Geod. Az  |
 EE1903|                                                           dddmmss.s |
 EE1903| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.13.5 KM 0731109.2 |
 EE1903| EE1941 HOOKER                              APPROX. 6.8 KM 3321023.1 |
 EE1903|---------------------------------------------------------------------|
 EE1903
 EE1903                          SUPERSEDED SURVEY CONTROL
 EE1903
 EE1903  NAD 83(1994)-  34 42 56.08960(N)    084 51 19.91212(W) AD(       ) 2
 EE1903  NAD 83(1986)-  34 42 56.09025(N)    084 51 19.91158(W) AD(       ) 2
 EE1903  NAD 27      -  34 42 55.79618(N)    084 51 20.12480(W) AD(       ) 2
 EE1903  NGVD 29 (07/19/86)  248.6    (m)          816.     (f) VERT ANG       
 EE1903
 EE1903.Superseded values are not recommended for survey control.
 EE1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1903.See file dsdata.txt to determine how the superseded data were derived.
 EE1903
 EE1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9637743596(NAD 83)
 EE1903_MARKER: DD = SURVEY DISK
 EE1903_SETTING: 0 = UNSPECIFIED SETTING
 EE1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1903
 EE1903  HISTORY     - Date     Condition        Report By
 EE1903  HISTORY     - 1972     MONUMENTED       GADT
 EE1903
 EE1903                          STATION DESCRIPTION
 EE1903
 EE1903'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1903'THE STATION IS LOCATED 7.2 MILES SOUTHEAST OF DALTON,
 EE1903'GEORGIA.  6.3 MILES SOUTHWEST OF CHATSWORTH, GEORGIA.  4.1 MILES
 EE1903'SOUTHWEST OF THE INTERSECTION OF GA. 225 AND U.S. 76.
 EE1903'
 EE1903'TO REACH FROM THE INTERSECTION OF THE DALTON AIRPORT ROAD AND
 EE1903'GA. 52, PROCEED SOUTHEAST ON AIRPORT ROAD FOR 5.85 MILES TO COUNTY
 EE1903'ROAD 99.  PROCEED EAST ON THE COUNTY ROAD FOR 0.65 MILE TO A DIRT
 EE1903'DRIVE ON THE LEFT.  CONTINUE NORTH ON THE COUNTY ROAD FOR 0.75
 EE1903'MILE TO THE STATION ON THE LEFT.
 EE1903'
 EE1903'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1903'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.85 METERS
 EE1903'BELOW THE STATION.  THE STATION IS LOCATED 32.7 FEET SOUTH OF AN
 EE1903'8 INCH OAK TREE.  26.5 FEET NORTH OF A TELEPHONE POLE.  15.5
 EE1903'FEET WEST OF THE CENTERLINE OF COUNTY ROAD.  33.6 FEET
 EE1903'SOUTHEAST OF AN 8 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1928 ***********************************************************************
 EE1928  DESIGNATION -  BV 105 205 GAHD 1972
 EE1928  PID         -  EE1928
 EE1928  STATE/COUNTY-  GA/MURRAY
 EE1928  USGS QUAD   -  CHATSWORTH (1985)
 EE1928
 EE1928                         *CURRENT SURVEY CONTROL
 EE1928  ___________________________________________________________________
 EE1928* NAD 83(1994)-  34 46 58.69075(N)    084 50 13.83061(W)     ADJUSTED  
 EE1928* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 EE1928  ___________________________________________________________________
 EE1928  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EE1928  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 EE1928
 EE1928  HORZ ORDER  -  SECOND
 EE1928
 EE1928.The horizontal coordinates were established by classical geodetic methods
 EE1928.and adjusted by the National Geodetic Survey in September 1997..
 EE1928
 EE1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1928
 EE1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1928
 EE1928.The geoid height was determined by GEOID03.
 EE1928
 EE1928;                    North         East     Units Scale Factor Converg.
 EE1928;SPC GA W     -   530,554.264   638,634.974   MT  0.99994640   -0 22 57.1
 EE1928;SPC GA W     - 1,740,660.11  2,095,254.91   sFT  0.99994640   -0 22 57.1
 EE1928;UTM  16      - 3,851,107.049   697,897.577   MT  1.00008272   +1 14 03.2
 EE1928
 EE1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1928!SPC GA W     -   0.99996583  x   0.99994640  =   0.99991224
 EE1928!UTM  16      -   0.99996583  x   1.00008272  =   1.00004855
 EE1928
 EE1928:                Primary Azimuth Mark                     Grid Az
 EE1928:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             108 04 17.9
 EE1928:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             106 27 17.6
 EE1928
 EE1928|---------------------------------------------------------------------|
 EE1928| PID    Reference Object                     Distance      Geod. Az  |
 EE1928|                                                           dddmmss.s |
 EE1928| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.11.8 KM 1074120.8 |
 EE1928| EE1941 HOOKER                              APPROX. 5.1 KM 2534054.3 |
 EE1928|---------------------------------------------------------------------|
 EE1928
 EE1928                          SUPERSEDED SURVEY CONTROL
 EE1928
 EE1928  NAD 83(1994)-  34 46 58.69393(N)    084 50 13.83483(W) AD(       ) 2
 EE1928  NAD 83(1986)-  34 46 58.69453(N)    084 50 13.83431(W) AD(       ) 2
 EE1928  NAD 27      -  34 46 58.40549(N)    084 50 14.04785(W) AD(       ) 2
 EE1928  NGVD 29 (07/19/86)  247.3    (m)          811.     (f) VERT ANG       
 EE1928
 EE1928.Superseded values are not recommended for survey control.
 EE1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1928.See file dsdata.txt to determine how the superseded data were derived.
 EE1928
 EE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9789851107(NAD 83)
 EE1928_MARKER: DD = SURVEY DISK
 EE1928_SETTING: 0 = UNSPECIFIED SETTING
 EE1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1928
 EE1928  HISTORY     - Date     Condition        Report By
 EE1928  HISTORY     - 1972     MONUMENTED       GADT
 EE1928
 EE1928                          STATION DESCRIPTION
 EE1928
 EE1928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1928'THE STATION IS LOCATED 4.0 MILES WEST OF CHATSWORTH,
 EE1928'GEORGIA.  7.3 MILES EAST OF DALTON, GEORGIA ON GA. 52 CONNECTOR.
 EE1928'
 EE1928'TO REACH FROM THE INTERSECTION OF GA. 52 AND U.S. 411, PROCEED
 EE1928'WEST ON GA. 52 3.13 MILES TO GA. 225.  PROCEED NORTH ON GA. 225 1.50
 EE1928'MILES TO GA. 52 CONNECTOR.  PROCEED WEST ON GA. 52 CONNECTOR
 EE1928'0.77 MILE TO THE STATION ON THE RIGHT AT THE TOP OF A 12 FOOT
 EE1928'BANK.
 EE1928'
 EE1928'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1928'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.72 METERS
 EE1928'BELOW THE STATION.  THE STATION IS LOCATED 14.1 FEET SOUTH OF A 6
 EE1928'INCH OAK TREE.  9.6 FEET SOUTHWEST OF A 10 INCH PINE TREE.  141
 EE1928'FEET EAST OF A POWER POLE.  90.4 FEET WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1926 ***********************************************************************
 EE1926  DESIGNATION -  BV 105 206 GAHD 1972
 EE1926  PID         -  EE1926
 EE1926  STATE/COUNTY-  GA/MURRAY
 EE1926  USGS QUAD   -  CHATSWORTH (1985)
 EE1926
 EE1926                         *CURRENT SURVEY CONTROL
 EE1926  ___________________________________________________________________
 EE1926* NAD 83(1994)-  34 46 57.88614(N)    084 49 19.95392(W)     ADJUSTED  
 EE1926* NAVD 88     -       232.2    (meters)     762.     (feet)  VERTCON   
 EE1926  ___________________________________________________________________
 EE1926  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 EE1926  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 EE1926
 EE1926  HORZ ORDER  -  SECOND
 EE1926
 EE1926.The horizontal coordinates were established by classical geodetic methods
 EE1926.and adjusted by the National Geodetic Survey in September 1997..
 EE1926
 EE1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1926
 EE1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1926
 EE1926.The geoid height was determined by GEOID03.
 EE1926
 EE1926;                    North         East     Units Scale Factor Converg.
 EE1926;SPC GA W     -   530,520.429   640,004.501   MT  0.99994435   -0 22 26.3
 EE1926;SPC GA W     - 1,740,549.11  2,099,748.10   sFT  0.99994435   -0 22 26.3
 EE1926;UTM  16      - 3,851,111.868   699,267.706   MT  1.00008943   +1 14 34.0
 EE1926
 EE1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1926!SPC GA W     -   0.99996820  x   0.99994435  =   0.99991255
 EE1926!UTM  16      -   0.99996820  x   1.00008943  =   1.00005763
 EE1926
 EE1926:                Primary Azimuth Mark                     Grid Az
 EE1926:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             110 13 12.9
 EE1926:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             108 36 12.6
 EE1926
 EE1926|---------------------------------------------------------------------|
 EE1926| PID    Reference Object                     Distance      Geod. Az  |
 EE1926|                                                           dddmmss.s |
 EE1926| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.10.5 KM 1095046.6 |
 EE1926| EE1928 BV 105 205 GAHD 1972                APPROX. 1.4 KM 2710228.6 |
 EE1926|---------------------------------------------------------------------|
 EE1926
 EE1926                          SUPERSEDED SURVEY CONTROL
 EE1926
 EE1926  NAD 83(1994)-  34 46 57.88939(N)    084 49 19.95826(W) AD(       ) 2
 EE1926  NAD 83(1986)-  34 46 57.88997(N)    084 49 19.95771(W) AD(       ) 2
 EE1926  NAD 27      -  34 46 57.60065(N)    084 49 20.17271(W) AD(       ) 2
 EE1926  NGVD 29 (07/19/86)  232.2    (m)          762.     (f) VERT ANG       
 EE1926
 EE1926.Superseded values are not recommended for survey control.
 EE1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1926.See file dsdata.txt to determine how the superseded data were derived.
 EE1926
 EE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9926851112(NAD 83)
 EE1926_MARKER: DD = SURVEY DISK
 EE1926_SETTING: 0 = UNSPECIFIED SETTING
 EE1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1926
 EE1926  HISTORY     - Date     Condition        Report By
 EE1926  HISTORY     - 1972     MONUMENTED       GADT
 EE1926
 EE1926                          STATION DESCRIPTION
 EE1926
 EE1926'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1926'THE STATION IS LOCATED 3.1 MILES WEST OF CHATSWORTH, GEORGIA.  1.8
 EE1926'MILES NORTH OF SPRING PLACE, GEORGIA.  7.2 MILES SOUTHWEST OF
 EE1926'CRANDALL, GEORGIA.
 EE1926'
 EE1926'TO REACH FROM THE INTERSECTION OF U.S. 76, U.S. 411, PROCEED
 EE1926'NORTH ON U.S. 411 0.15 MILES TO GEORGIA 52 CONNECTOR, PROCEED WEST
 EE1926'ON GEORGIA 52 CONNECTOR FOR 1.1 MILES TO T INTERSECTION, CONTINUE
 EE1926'(RIGHT) NORTHWEST ON GEORGIA 52 CONNECTOR FOR 2.1 MILES TO THE
 EE1926'STATION ON THE LEFT.  THE STATION IS LOCATED AT THE TOP OF A 12
 EE1926'FOOT BANK 4-INCHES BELOW THE GROUND.
 EE1926'
 EE1926'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE 4-INCHES
 EE1926'BELOW THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.76 METERS
 EE1926'BELOW THE STATION.  THE STATION IS LOCATED 48.9 FEET WEST OF A
 EE1926'FENCE.  89.0 FEET EAST OF A POWER POLE.  77.7 FEET SOUTHWEST OF A
 EE1926'6-INCH PINE TREE.  31.0 FEET SOUTH OF THE CENTERLINE OF GEORGIA
 EE1926'52 CONNECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1925 ***********************************************************************
 EE1925  DESIGNATION -  BV 105 207 GAHD 1972
 EE1925  PID         -  EE1925
 EE1925  STATE/COUNTY-  GA/MURRAY
 EE1925  USGS QUAD   -  CHATSWORTH (1985)
 EE1925
 EE1925                         *CURRENT SURVEY CONTROL
 EE1925  ___________________________________________________________________
 EE1925* NAD 83(1994)-  34 48 08.50454(N)    084 46 02.03513(W)     ADJUSTED  
 EE1925* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 EE1925  ___________________________________________________________________
 EE1925  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 EE1925  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 EE1925
 EE1925  HORZ ORDER  -  SECOND
 EE1925
 EE1925.The horizontal coordinates were established by classical geodetic methods
 EE1925.and adjusted by the National Geodetic Survey in September 1997..
 EE1925
 EE1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1925
 EE1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1925
 EE1925.The geoid height was determined by GEOID03.
 EE1925
 EE1925;                    North         East     Units Scale Factor Converg.
 EE1925;SPC GA W     -   532,664.949   645,049.138   MT  0.99993720   -0 20 34.0
 EE1925;SPC GA W     - 1,747,584.92  2,116,298.71   sFT  0.99993720   -0 20 34.0
 EE1925;UTM  16      - 3,853,398.266   704,250.616   MT  1.00011421   +1 16 29.2
 EE1925
 EE1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1925!SPC GA W     -   0.99995560  x   0.99993720  =   0.99989280
 EE1925!UTM  16      -   0.99995560  x   1.00011421  =   1.00006981
 EE1925
 EE1925:                Primary Azimuth Mark                     Grid Az
 EE1925:SPC GA W     -  CHATSWORTH COUNTY CTHSE DOME             184 28 19.7
 EE1925:UTM  16      -  CHATSWORTH COUNTY CTHSE DOME             182 51 16.5
 EE1925
 EE1925|---------------------------------------------------------------------|
 EE1925| PID    Reference Object                     Distance      Geod. Az  |
 EE1925|                                                           dddmmss.s |
 EE1925| EE1930 CHATSWORTH COUNTY CTHSE DOME        APPROX. 3.9 KM 1840745.7 |
 EE1925| EE1928 BV 105 205 GAHD 1972                APPROX. 6.8 KM 2512633.6 |
 EE1925|---------------------------------------------------------------------|
 EE1925
 EE1925                          SUPERSEDED SURVEY CONTROL
 EE1925
 EE1925  NAD 83(1994)-  34 48 08.50759(N)    084 46 02.03902(W) AD(       ) 2
 EE1925  NAD 83(1986)-  34 48 08.50814(N)    084 46 02.03865(W) AD(       ) 2
 EE1925  NAD 27      -  34 48 08.21908(N)    084 46 02.25955(W) AD(       ) 2
 EE1925  NGVD 29 (07/19/86)  312.4    (m)         1025.     (f) VERT ANG       
 EE1925
 EE1925.Superseded values are not recommended for survey control.
 EE1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1925.See file dsdata.txt to determine how the superseded data were derived.
 EE1925
 EE1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0425153398(NAD 83)
 EE1925_MARKER: Z = SEE DESCRIPTION
 EE1925_SETTING: 0 = UNSPECIFIED SETTING
 EE1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1925
 EE1925  HISTORY     - Date     Condition        Report By
 EE1925  HISTORY     - 1973     MONUMENTED       GADT
 EE1925
 EE1925                          STATION DESCRIPTION
 EE1925
 EE1925'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1925'THE STATION AND UNDERGROUND MARK WERE DESTROYED BY MINING
 EE1925'OPERATIONS.  A THOROUGH SEARCH WAS MADE AND NO TRACE OF THE MARK
 EE1925'OR UNDERGROUND MARK COULD BE FOUND.  THE FIELD DESCRIPTION WAS
 EE1925'USELESS DUE TO ALL REFERENCE POINTS BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1929 ***********************************************************************
 EE1929  CBN         -  This is a Cooperative Base Network Control Station.
 EE1929  DESIGNATION -  BV 105 208
 EE1929  PID         -  EE1929
 EE1929  STATE/COUNTY-  GA/MURRAY
 EE1929  USGS QUAD   -  CHATSWORTH (1985)
 EE1929
 EE1929                         *CURRENT SURVEY CONTROL
 EE1929  ___________________________________________________________________
 EE1929* NAD 83(1994)-  34 46 00.29796(N)    084 46 12.08423(W)     ADJUSTED  
 EE1929* NAVD 88     -       231.9    (meters)     761.     (feet)  GPS OBS   
 EE1929  ___________________________________________________________________
 EE1929  X           -     478,136.397 (meters)                     COMP
 EE1929  Y           -  -5,223,554.686 (meters)                     COMP
 EE1929  Z           -   3,616,755.440 (meters)                     COMP
 EE1929  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 EE1929  ELLIP HEIGHT-         202.43  (meters)          (03/09/95) GPS OBS
 EE1929  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EE1929
 EE1929  HORZ ORDER  -  B
 EE1929  ELLP ORDER  -  FIRST     CLASS I
 EE1929
 EE1929.The horizontal coordinates were established by GPS observations
 EE1929.and adjusted by the National Geodetic Survey in March 1995..
 EE1929
 EE1929.The orthometric height was determined by GPS observations and a
 EE1929.high-resolution geoid model.
 EE1929
 EE1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE1929
 EE1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1929
 EE1929.The ellipsoidal height was determined by GPS observations
 EE1929.and is referenced to NAD 83.
 EE1929
 EE1929.The geoid height was determined by GEOID03.
 EE1929
 EE1929;                    North         East     Units Scale Factor Converg.
 EE1929;SPC GA W     -   528,716.019   644,769.991   MT  0.99993758   -0 20 38.6
 EE1929;SPC GA W     - 1,734,629.14  2,115,382.88   sFT  0.99993758   -0 20 38.6
 EE1929;UTM  16      - 3,849,442.334   704,082.971   MT  1.00011337   +1 16 19.4
 EE1929
 EE1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1929!SPC GA W     -   0.99996823  x   0.99993758  =   0.99990581
 EE1929!UTM  16      -   0.99996823  x   1.00011337  =   1.00008159
 EE1929
 EE1929:                Primary Azimuth Mark                     Grid Az
 EE1929:SPC GA W     -  BV 105 207 GAHD 1972                     004 02 35.9
 EE1929:UTM  16      -  BV 105 207 GAHD 1972                     002 25 37.9
 EE1929
 EE1929|---------------------------------------------------------------------|
 EE1929| PID    Reference Object                     Distance      Geod. Az  |
 EE1929|                                                           dddmmss.s |
 EE1929| EE1925 BV 105 207 GAHD 1972                APPROX. 4.0 KM 0034157.3 |
 EE1929| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX. 5.4 KM 1092305.0 |
 EE1929|---------------------------------------------------------------------|
 EE1929
 EE1929                          SUPERSEDED SURVEY CONTROL
 EE1929
 EE1929  NAD 83(1994)-  34 46 00.30066(N)    084 46 12.08717(W) AD(       ) 2
 EE1929  NAD 83(1986)-  34 46 00.30129(N)    084 46 12.08715(W) AD(       ) 2
 EE1929  NAD 27      -  34 46 00.00918(N)    084 46 12.30896(W) AD(       ) 2
 EE1929  NGVD 29 (07/19/86)  231.86   (m)          760.7    (f) LEVELING    3  
 EE1929
 EE1929.Superseded values are not recommended for survey control.
 EE1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1929.See file dsdata.txt to determine how the superseded data were derived.
 EE1929
 EE1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0408349442(NAD 83)
 EE1929_MARKER: DD = SURVEY DISK
 EE1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1929_STAMPING: 105-208
 EE1929_MARK LOGO: GADT  
 EE1929_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EE1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1929+STABILITY: SURFACE MOTION
 EE1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1929+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 EE1929
 EE1929  HISTORY     - Date     Condition        Report By
 EE1929  HISTORY     - 1972     MONUMENTED       GADT
 EE1929  HISTORY     - 19940412 GOOD             GADT
 EE1929  HISTORY     - 20030625 GOOD             GADT
 EE1929
 EE1929                          STATION DESCRIPTION
 EE1929
 EE1929'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1929'THE STATION IS LOCATED IN THE FRONT YARD OF THE MURRAY COUNTY
 EE1929'COURTHOUSE IN CHATSWORTH, GEORGIA.
 EE1929'
 EE1929'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1929'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET BELOW THE
 EE1929'STATION.  THE STATION IS LOCATED 110 FEET SOUTHWEST OF A
 EE1929'FLAGPOLE.  62.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EE1929'COURTHOUSE.  57.5 FEET SOUTH OF THE SIDEWALK.  97.0 FEET WEST OF
 EE1929'A ROCK WALL IN FRONT OF THE COURTHOUSE.
 EE1929
 EE1929                          STATION RECOVERY (1994)
 EE1929
 EE1929'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE1929'THE STATION IS LOCATED IN THE FRONT YARD OF THE MURRAY COUNTY
 EE1929'COURTHOUSE IN CHATSWORTH, GA. THE STATION IS FLUSH WITH THE GROUND.
 EE1929'LOCATED 134.5 FT (41.0 M) WEST OF THE CENTERLINE OF HIGHWAY 411, 97.0
 EE1929'FT (29.6 M) WEST OF A ROCK WALL IN FRONT OF THE COURTHOUSE, 62.5 FT
 EE1929'(19.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE AND 57.5
 EE1929'FT (17.5 M) SOUTH OF THE SIDEWALK.
 EE1929
 EE1929                          STATION RECOVERY (2003)
 EE1929
 EE1929'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1854 ***********************************************************************
 EE1854  DESIGNATION -  BV 105 209 GAHD 1972
 EE1854  PID         -  EE1854
 EE1854  STATE/COUNTY-  GA/MURRAY
 EE1854  USGS QUAD   -  CRANDALL (1971)
 EE1854
 EE1854                         *CURRENT SURVEY CONTROL
 EE1854  ___________________________________________________________________
 EE1854* NAD 83(1994)-  34 45 46.54111(N)    084 44 50.49495(W)     ADJUSTED  
 EE1854* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 EE1854  ___________________________________________________________________
 EE1854  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 EE1854  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1854
 EE1854  HORZ ORDER  -  SECOND
 EE1854
 EE1854.The horizontal coordinates were established by classical geodetic methods
 EE1854.and adjusted by the National Geodetic Survey in September 1997..
 EE1854
 EE1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1854
 EE1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1854
 EE1854.The geoid height was determined by GEOID03.
 EE1854
 EE1854;                    North         East     Units Scale Factor Converg.
 EE1854;SPC GA W     -   528,279.903   646,842.153   MT  0.99993482   -0 19 52.0
 EE1854;SPC GA W     - 1,733,198.32  2,122,181.30   sFT  0.99993482   -0 19 52.0
 EE1854;UTM  16      - 3,849,064.762   706,166.989   MT  1.00012391   +1 17 05.5
 EE1854
 EE1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1854!SPC GA W     -   0.99996177  x   0.99993482  =   0.99989659
 EE1854!UTM  16      -   0.99996177  x   1.00012391  =   1.00008568
 EE1854
 EE1854:                Primary Azimuth Mark                     Grid Az
 EE1854:SPC GA W     -  BV 105 208                               281 53 06.8
 EE1854:UTM  16      -  BV 105 208                               280 16 09.3
 EE1854
 EE1854|---------------------------------------------------------------------|
 EE1854| PID    Reference Object                     Distance      Geod. Az  |
 EE1854|                                                           dddmmss.s |
 EE1854| EE1929 BV 105 208                          APPROX. 2.1 KM 2813314.8 |
 EE1854| EE1930 CHATSWORTH COUNTY CTHSE DOME        APPROX. 2.1 KM 2815359.2 |
 EE1854|---------------------------------------------------------------------|
 EE1854
 EE1854                          SUPERSEDED SURVEY CONTROL
 EE1854
 EE1854  NAD 83(1994)-  34 45 46.54423(N)    084 44 50.49809(W) AD(       ) 2
 EE1854  NAD 83(1986)-  34 45 46.54475(N)    084 44 50.49799(W) AD(       ) 2
 EE1854  NAD 27      -  34 45 46.25192(N)    084 44 50.72232(W) AD(       ) 2
 EE1854  NGVD 29 (07/19/86)  273.0    (m)          896.     (f) VERT ANG       
 EE1854
 EE1854.Superseded values are not recommended for survey control.
 EE1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1854.See file dsdata.txt to determine how the superseded data were derived.
 EE1854
 EE1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0616749065(NAD 83)
 EE1854_MARKER: DD = SURVEY DISK
 EE1854_SETTING: 0 = UNSPECIFIED SETTING
 EE1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1854
 EE1854  HISTORY     - Date     Condition        Report By
 EE1854  HISTORY     - 1972     MONUMENTED       GADT
 EE1854
 EE1854                          STATION DESCRIPTION
 EE1854
 EE1854'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1854'THE STATION IS LOCATED 1.5 MILES EAST OF CHATSWORTH,
 EE1854'GEORGIA.  4.4 MILES EAST OF THE INTERSECTION OF GA. 225 AND
 EE1854'U.S. 76 NEAR TWO SILVER WATER TANKS ON THE LEFT SIDE OF
 EE1854'U.S. 76 - GA. 52.
 EE1854'
 EE1854'TO REACH FROM THE INTERSECTION OF GA. 52 - U.S. 76 AND U.S. 411,
 EE1854'PROCEED EAST ON GA. 52 1.30 MILES TO THE DIRT DRIVE OF THE
 EE1854'CHATSWORTH WATER WORKS.  PROCEED NORTHEAST ON DRIVE 0.1 MILE
 EE1854'TO THE STATION ON THE RIGHT.
 EE1854'
 EE1854'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1854'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.83 METERS
 EE1854'BELOW THE STATION.
 EE1854'
 EE1854'THE STATION IS LOCATED 80.7 FEET NORTH OF THE CHATSWORTH WATER
 EE1854'TANK.  45.0 FEET WEST OF A POWER POLE.  126.8 FEET SOUTH OF A
 EE1854'POWER POLE.  23.1 FEET NORTHEAST OF A 8 INCH TWIN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1919 ***********************************************************************
 EE1919  DESIGNATION -  BV 105 210
 EE1919  PID         -  EE1919
 EE1919  STATE/COUNTY-  GA/MURRAY
 EE1919  USGS QUAD   -  DALTON SOUTH (1982)
 EE1919
 EE1919                         *CURRENT SURVEY CONTROL
 EE1919  ___________________________________________________________________
 EE1919* NAD 83(1994)-  34 40 16.65590(N)    084 55 06.98708(W)     ADJUSTED  
 EE1919* NAVD 88     -       219.4    (meters)     720.     (feet)  VERTCON   
 EE1919  ___________________________________________________________________
 EE1919  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EE1919  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1919
 EE1919  HORZ ORDER  -  SECOND
 EE1919
 EE1919.The horizontal coordinates were established by classical geodetic methods
 EE1919.and adjusted by the National Geodetic Survey in September 1997..
 EE1919
 EE1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1919
 EE1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1919
 EE1919.The geoid height was determined by GEOID03.
 EE1919
 EE1919;                    North         East     Units Scale Factor Converg.
 EE1919;SPC GA W     -   518,219.023   631,089.511   MT  0.99995851   -0 25 40.0
 EE1919;SPC GA W     - 1,700,190.24  2,070,499.50   sFT  0.99995851   -0 25 40.0
 EE1919;UTM  16      - 3,838,562.703   690,701.827   MT  1.00004826   +1 11 03.8
 EE1919
 EE1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1919!SPC GA W     -   0.99997020  x   0.99995851  =   0.99992871
 EE1919!UTM  16      -   0.99997020  x   1.00004826  =   1.00001846
 EE1919
 EE1919:                Primary Azimuth Mark                     Grid Az
 EE1919:SPC GA W     -  BV 105 210 AZ MK                         237 09 28.9
 EE1919:UTM  16      -  BV 105 210 AZ MK                         235 32 45.1
 EE1919
 EE1919|---------------------------------------------------------------------|
 EE1919| PID    Reference Object                     Distance      Geod. Az  |
 EE1919|                                                           dddmmss.s |
 EE1919| CZ4436 BV 105 210 AZ MK                                   2364348.9 |
 EE1919|---------------------------------------------------------------------|
 EE1919
 EE1919                          SUPERSEDED SURVEY CONTROL
 EE1919
 EE1919  NAD 83(1994)-  34 40 16.65957(N)    084 55 06.99155(W) AD(       ) 2
 EE1919  NAD 83(1986)-  34 40 16.66043(N)    084 55 06.99086(W) AD(       ) 2
 EE1919  NAD 27      -  34 40 16.36496(N)    084 55 07.19692(W) AD(       ) 2
 EE1919  NGVD 29 (07/19/86)  219.4    (m)          720.     (f) VERT ANG       
 EE1919
 EE1919.Superseded values are not recommended for survey control.
 EE1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1919.See file dsdata.txt to determine how the superseded data were derived.
 EE1919
 EE1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9070238563(NAD 83)
 EE1919_MARKER: DD = SURVEY DISK
 EE1919_SETTING: 0 = UNSPECIFIED SETTING
 EE1919
 EE1919  HISTORY     - Date     Condition        Report By
 EE1919  HISTORY     - 1972     MONUMENTED       GADT
 EE1919
 EE1919                          STATION DESCRIPTION
 EE1919
 EE1919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1919'THE STATION IS LOCATED 7.3 MILES SOUTH OF DALTON, GEORGIA.  10.7
 EE1919'MILES SOUTHWEST OF CHATSWORTH, GEORGIA.  11.4 MILES NORTH OF
 EE1919'CALHOUN, GEORGIA.
 EE1919'
 EE1919'TO REACH FROM THE INTERSECTION OF GA. 225 AND GA. 52, PROCEED
 EE1919'SOUTH ON GA. 225 7.80 MILES TO COUNTY ROAD 96 AT NEW PROSPECT
 EE1919'CHURCH, PROCEED WEST ON COUNTY ROAD 96, 2.90 MILES TO THE
 EE1919'INTERSECTION OF COUNTY ROAD 96 AND COUNTY ROAD 95, PROCEED WEST
 EE1919'ON COUNTY ROAD 95 2.98 MILES TO THE STATION ON A HILL IN A
 EE1919'PASTURE.
 EE1919'
 EE1919'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1919'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.75 METERS
 EE1919'BELOW THE STATION.
 EE1919'
 EE1919'THE STATION IS LOCATED 250.2 FEET WEST OF A BARBED WIRE
 EE1919'FENCE.  14.8 FEET SOUTH OF A 16 INCH OAK TREE.  25.9 FEET
 EE1919'NORTHEAST OF A 3 INCH OAK TREE.  8.0 FEET WEST OF A 3 INCH OAK
 EE1919'TREE.
 EE1919'
 EE1919'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTHWEST OF THE
 EE1919'STATION.  2.7 FEET SOUTH OF A FENCE.  15.3 FEET SOUTH OF THE
 EE1919'CENTERLINE OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1867 ***********************************************************************
 EE1867  DESIGNATION -  BV 105 211
 EE1867  PID         -  EE1867
 EE1867  STATE/COUNTY-  GA/MURRAY
 EE1867  USGS QUAD   -  TENNGA (1968)
 EE1867
 EE1867                         *CURRENT SURVEY CONTROL
 EE1867  ___________________________________________________________________
 EE1867* NAD 83(1994)-  34 55 20.87641(N)    084 44 50.27353(W)     ADJUSTED  
 EE1867* NAVD 88     -       262.8    (meters)     862.     (feet)  VERTCON   
 EE1867  ___________________________________________________________________
 EE1867  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 EE1867  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 EE1867
 EE1867  HORZ ORDER  -  SECOND
 EE1867
 EE1867.The horizontal coordinates were established by classical geodetic methods
 EE1867.and adjusted by the National Geodetic Survey in September 1997..
 EE1867
 EE1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1867
 EE1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1867
 EE1867.The geoid height was determined by GEOID03.
 EE1867
 EE1867;                    North         East     Units Scale Factor Converg.
 EE1867;SPC GA W     -   545,977.151   646,950.250   MT  0.99993467   -0 19 56.6
 EE1867;SPC GA W     - 1,791,260.04  2,122,535.95   sFT  0.99993467   -0 19 56.6
 EE1867;SPC TN       -    66,098.547   714,469.956   MT  1.00007393   +0 44 00.2
 EE1867;SPC TN       -   216,858.32  2,344,056.85   sFT  1.00007393   +0 44 00.2
 EE1867;UTM  16      - 3,866,761.327   705,774.900   MT  1.00012190   +1 17 24.2
 EE1867
 EE1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1867!SPC GA W     -   0.99996339  x   0.99993467  =   0.99989807
 EE1867!SPC TN       -   0.99996339  x   1.00007393  =   1.00003732
 EE1867!UTM  16      -   0.99996339  x   1.00012190  =   1.00008529
 EE1867
 EE1867:                Primary Azimuth Mark                     Grid Az
 EE1867:SPC GA W     -  BV 105 211 AZ MK                         351 48 41.4
 EE1867:SPC TN       -  BV 105 211 AZ MK                         350 44 44.6
 EE1867:UTM  16      -  BV 105 211 AZ MK                         350 11 20.6
 EE1867
 EE1867|---------------------------------------------------------------------|
 EE1867| PID    Reference Object                     Distance      Geod. Az  |
 EE1867|                                                           dddmmss.s |
 EE1867| CZ4437 BV 105 211 AZ MK                                   3512844.8 |
 EE1867|---------------------------------------------------------------------|
 EE1867
 EE1867                          SUPERSEDED SURVEY CONTROL
 EE1867
 EE1867  NAD 83(1994)-  34 55 20.87928(N)    084 44 50.27853(W) AD(       ) 2
 EE1867  NAD 83(1986)-  34 55 20.88023(N)    084 44 50.27874(W) AD(       ) 2
 EE1867  NAD 27      -  34 55 20.59921(N)    084 44 50.50342(W) AD(       ) 2
 EE1867  NGVD 29 (07/19/86)  262.8    (m)          862.     (f) VERT ANG       
 EE1867
 EE1867.Superseded values are not recommended for survey control.
 EE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1867.See file dsdata.txt to determine how the superseded data were derived.
 EE1867
 EE1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0577566761(NAD 83)
 EE1867_MARKER: DD = SURVEY DISK
 EE1867_SETTING: 0 = UNSPECIFIED SETTING
 EE1867
 EE1867  HISTORY     - Date     Condition        Report By
 EE1867  HISTORY     - 1972     MONUMENTED       GADT
 EE1867
 EE1867                          STATION DESCRIPTION
 EE1867
 EE1867'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1867'THE STATION IS LOCATED 10.4 MILES NORTH OF CHATSWORTH, GEORGIA
 EE1867'ON THE LEFT SIDE OF U.S. 411.
 EE1867'
 EE1867'TO REACH FROM THE INTERSECTION OF GA. 52 AND U.S. 411, PROCEED
 EE1867'NORTH ON U.S. 411 FOR 4.15 MILES TO GA. 286, CONTINUE NORTH ON
 EE1867'U.S. 411 FOR 6.85 MILES TO THE STATION ON THE LEFT.
 EE1867'
 EE1867'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1867'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.90 METERS
 EE1867'BELOW THE STATION.
 EE1867'
 EE1867'THE STATION IS LOCATED 83.0 FEET WEST OF THE CENTERLINE OF
 EE1867'U.S. 411.  60.5 FEET EAST OF THE CENTERLINE OF DRIVE--11.5 FEET
 EE1867'SOUTHWEST OF A 10 INCH POPULAR TREE.  46.4 FEET NORTHWEST OF
 EE1867'MIMOSA CLUSTER.  3.5 FEET SOUTH OF A HEDGE ROW.
 EE1867'
 EE1867'THE AZIMUTH MARK IS LOCATED 0.36 MILE NORTH OF U.S. 411.  5.4
 EE1867'FEET WEST OF A TELEPHONE POLE.  24.0 FEET NORTHEAST OF A 7 INCH
 EE1867'PINE TREE.  22.7 FEET SOUTHEAST OF A 5 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1871 ***********************************************************************
 EE1871  DESIGNATION -  BV 105 212
 EE1871  PID         -  EE1871
 EE1871  STATE/COUNTY-  GA/MURRAY
 EE1871  USGS QUAD   -  TENNGA (1968)
 EE1871
 EE1871                         *CURRENT SURVEY CONTROL
 EE1871  ___________________________________________________________________
 EE1871* NAD 83(1994)-  34 56 04.44589(N)    084 39 40.84956(W)     ADJUSTED  
 EE1871* NAVD 88     -       523.6    (meters)    1718.     (feet)  VERTCON   
 EE1871  ___________________________________________________________________
 EE1871  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 EE1871  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 EE1871
 EE1871  HORZ ORDER  -  SECOND
 EE1871
 EE1871.The horizontal coordinates were established by classical geodetic methods
 EE1871.and adjusted by the National Geodetic Survey in September 1997..
 EE1871
 EE1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1871
 EE1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1871
 EE1871.The geoid height was determined by GEOID03.
 EE1871
 EE1871;                    North         East     Units Scale Factor Converg.
 EE1871;SPC GA W     -   547,277.504   654,809.935   MT  0.99992516   -0 16 59.8
 EE1871;SPC GA W     - 1,795,526.28  2,148,322.26   sFT  0.99992516   -0 16 59.8
 EE1871;SPC TN       -    67,545.156   722,305.195   MT  1.00007063   +0 47 01.3
 EE1871;SPC TN       -   221,604.40  2,369,762.96   sFT  1.00007063   +0 47 01.3
 EE1871;UTM  16      - 3,868,284.052   713,596.268   MT  1.00016233   +1 20 23.0
 EE1871
 EE1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1871!SPC GA W     -   0.99992242  x   0.99992516  =   0.99984758
 EE1871!SPC TN       -   0.99992242  x   1.00007063  =   0.99999304
 EE1871!UTM  16      -   0.99992242  x   1.00016233  =   1.00008473
 EE1871
 EE1871:                Primary Azimuth Mark                     Grid Az
 EE1871:SPC GA W     -  BV 105 212 AZ MK                         107 34 48.1
 EE1871:SPC TN       -  BV 105 212 AZ MK                         106 30 47.0
 EE1871:UTM  16      -  BV 105 212 AZ MK                         105 57 25.3
 EE1871
 EE1871|---------------------------------------------------------------------|
 EE1871| PID    Reference Object                     Distance      Geod. Az  |
 EE1871|                                                           dddmmss.s |
 EE1871| CZ4438 BV 105 212 AZ MK                                   1071748.3 |
 EE1871|---------------------------------------------------------------------|
 EE1871
 EE1871                          SUPERSEDED SURVEY CONTROL
 EE1871
 EE1871  NAD 83(1994)-  34 56 04.44969(N)    084 39 40.85442(W) AD(       ) 2
 EE1871  NAD 83(1986)-  34 56 04.45031(N)    084 39 40.85462(W) AD(       ) 2
 EE1871  NAD 27      -  34 56 04.16962(N)    084 39 41.09280(W) AD(       ) 2
 EE1871  NGVD 29 (07/19/86)  523.6    (m)         1718.     (f) VERT ANG       
 EE1871
 EE1871.Superseded values are not recommended for survey control.
 EE1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1871.See file dsdata.txt to determine how the superseded data were derived.
 EE1871
 EE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1359668284(NAD 83)
 EE1871_MARKER: DD = SURVEY DISK
 EE1871_SETTING: 0 = UNSPECIFIED SETTING
 EE1871
 EE1871  HISTORY     - Date     Condition        Report By
 EE1871  HISTORY     - 1972     MONUMENTED       GADT
 EE1871
 EE1871                          STATION DESCRIPTION
 EE1871
 EE1871'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1871'THE STATION IS LOCATED 13.3 MILES NORTHEAST OF CHATSWORTH,
 EE1871'GEORGIA.  4.6 MILES EAST OF THE INTERSECTION OF GA. 2 AND U.S. 411.
 EE1871'
 EE1871'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 2, PROCEED
 EE1871'EAST ON GA. 2 3.30 MILES TO F.S.R. 17.  PROCEED SOUTHEAST ON
 EE1871'F.S.R. 17 3.60 MILES TO THE STATION ON THE RIGHT.
 EE1871'
 EE1871'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1871'WITH THE GROUND.  THE STATION IS LOCATED 42.0 FEET SOUTH OF THE
 EE1871'CENTERLINE OF F.S.R. 17 4.25 FEET WEST OF A 14 INCH OAK
 EE1871'TREE.  24.6 FEET SOUTHEAST OF A 12 INCH OAK TREE.  31.0 FEET
 EE1871'NORTH OF A 10 INCH OAK TREE.
 EE1871'
 EE1871'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST
 EE1871'ALONG FSR 17 FOR 0.2 MILE TO A HORSESHOE CURVE.  CONTINUE
 EE1871'SOUTHEAST FOR 0.2 MILE TO THE END OF A CURVE TO THE LEFT AND THE
 EE1871'AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK IS LOCATED 8 FEET
 EE1871'SOUTH OF THE CENTERLINE OF THE ROAD AT THE APPROXIMATE POINT OF
 EE1871'TANGENCY OF THE CURVE.
 EE1871'
 EE1871'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A 10
 EE1871'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1904 ***********************************************************************
 EE1904  DESIGNATION -  BV 105 213 GAHD 1972
 EE1904  PID         -  EE1904
 EE1904  STATE/COUNTY-  GA/MURRAY
 EE1904  USGS QUAD   -  CALHOUN NE (1985)
 EE1904
 EE1904                         *CURRENT SURVEY CONTROL
 EE1904  ___________________________________________________________________
 EE1904* NAD 83(1994)-  34 43 42.27721(N)    084 45 33.28380(W)     ADJUSTED  
 EE1904* NAVD 88     -       239.9    (meters)     787.     (feet)  VERTCON   
 EE1904  ___________________________________________________________________
 EE1904  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 EE1904  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 EE1904
 EE1904  HORZ ORDER  -  SECOND
 EE1904
 EE1904.The horizontal coordinates were established by classical geodetic methods
 EE1904.and adjusted by the National Geodetic Survey in September 1997..
 EE1904
 EE1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1904
 EE1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1904
 EE1904.The geoid height was determined by GEOID03.
 EE1904
 EE1904;                    North         East     Units Scale Factor Converg.
 EE1904;SPC GA W     -   524,457.307   645,731.519   MT  0.99993629   -0 20 15.3
 EE1904;SPC GA W     - 1,720,657.01  2,118,537.49   sFT  0.99993629   -0 20 15.3
 EE1904;UTM  16      - 3,845,211.662   705,164.361   MT  1.00011883   +1 16 37.1
 EE1904
 EE1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1904!SPC GA W     -   0.99996697  x   0.99993629  =   0.99990326
 EE1904!UTM  16      -   0.99996697  x   1.00011883  =   1.00008580
 EE1904
 EE1904:                Primary Azimuth Mark                     Grid Az
 EE1904:SPC GA W     -  FORT                                     058 48 21.7
 EE1904:UTM  16      -  FORT                                     057 11 29.3
 EE1904
 EE1904|---------------------------------------------------------------------|
 EE1904| PID    Reference Object                     Distance      Geod. Az  |
 EE1904|                                                           dddmmss.s |
 EE1904| EE1859 FORT                                APPROX. 4.8 KM 0582806.4 |
 EE1904| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX. 4.8 KM 0585234.1 |
 EE1904|---------------------------------------------------------------------|
 EE1904
 EE1904                          SUPERSEDED SURVEY CONTROL
 EE1904
 EE1904  NAD 83(1994)-  34 43 42.28098(N)    084 45 33.28771(W) AD(       ) 2
 EE1904  NAD 83(1986)-  34 43 42.28107(N)    084 45 33.28776(W) AD(       ) 2
 EE1904  NAD 27      -  34 43 41.98536(N)    084 45 33.51205(W) AD(       ) 2
 EE1904  NGVD 29 (07/19/86)  239.9    (m)          787.     (f) VERT ANG       
 EE1904
 EE1904.Superseded values are not recommended for survey control.
 EE1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1904.See file dsdata.txt to determine how the superseded data were derived.
 EE1904
 EE1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0516445212(NAD 83)
 EE1904_MARKER: DD = SURVEY DISK
 EE1904_SETTING: 0 = UNSPECIFIED SETTING
 EE1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1904
 EE1904  HISTORY     - Date     Condition        Report By
 EE1904  HISTORY     - 1972     MONUMENTED       GADT
 EE1904
 EE1904                          STATION DESCRIPTION
 EE1904
 EE1904'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1904'THE STATION IS LOCATED 2.6 MILES SOUTH OF CHATSWORTH,
 EE1904'GEORGIA.  12.3 MILES EAST OF DALTON, GEORGIA.  4.7 MILES NORTH
 EE1904'OF THE INTERSECTION OF U.S. 411 AND GA. 282.
 EE1904'
 EE1904'TO REACH FROM THE INTERSECTION OF GA. 52 AND U.S. 411, PROCEED
 EE1904'SOUTH ON U.S. 411 3.05 MILES TO COUNTY ROAD 9.  PROCEED WEST ON
 EE1904'THE COUNTY ROAD FOR 0.50 MILES TO A DIRT DRIVE.  PROCEED
 EE1904'SOUTHEAST ON DRIVE 0.05 MILE TO THE STATION ON THE RIGHT.
 EE1904'
 EE1904'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1904'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.83 METERS
 EE1904'BELOW THE STATION.  THE STATION IS LOCATED 33.5 FEET SOUTH OF A
 EE1904'10 INCH TWIN OAK TREE.  107.5 FEET SOUTHWEST OF A 14 INCH OAK
 EE1904'TREE.  40.2 FEET NORTH OF A 14 INCH PINE TREE.  57.7 FEET
 EE1904'NORTHWEST OF A 12 INCH PINE TREE.
 EE1904'
 EE1904'THE AZIMUTH MARK IS LOCATED 0.15 MILE SOUTHEAST OF THE
 EE1904'STATION.  20.4 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 EE1904'ROAD.  56.3 FEET SOUTHWEST OF A 12 INCH HICKORY TREE.  50.7 FEET
 EE1904'WEST OF AN 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1892 ***********************************************************************
 EE1892  DESIGNATION -  BV 105 214
 EE1892  PID         -  EE1892
 EE1892  STATE/COUNTY-  GA/MURRAY
 EE1892  USGS QUAD   -  OAKMAN (1985)
 EE1892
 EE1892                         *CURRENT SURVEY CONTROL
 EE1892  ___________________________________________________________________
 EE1892* NAD 83(1994)-  34 37 00.29835(N)    084 40 31.64175(W)     ADJUSTED  
 EE1892* NAVD 88     -       384.0    (meters)    1260.     (feet)  VERTCON   
 EE1892  ___________________________________________________________________
 EE1892  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 EE1892  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE1892
 EE1892  HORZ ORDER  -  SECOND
 EE1892
 EE1892.The horizontal coordinates were established by classical geodetic methods
 EE1892.and adjusted by the National Geodetic Survey in September 1997..
 EE1892
 EE1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1892
 EE1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1892
 EE1892.The geoid height was determined by GEOID03.
 EE1892
 EE1892;                    North         East     Units Scale Factor Converg.
 EE1892;SPC GA W     -   512,029.310   653,342.478   MT  0.99992682   -0 17 20.5
 EE1892;SPC GA W     - 1,679,882.83  2,143,507.78   sFT  0.99992682   -0 17 20.5
 EE1892;UTM  16      - 3,833,000.195   713,123.642   MT  1.00015988   +1 19 15.7
 EE1892
 EE1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1892!SPC GA W     -   0.99994434  x   0.99992682  =   0.99987116
 EE1892!UTM  16      -   0.99994434  x   1.00015988  =   1.00010421
 EE1892
 EE1892:                Primary Azimuth Mark                     Grid Az
 EE1892:SPC GA W     -  BV 105 214 AZ MK                         230 01 56.4
 EE1892:UTM  16      -  BV 105 214 AZ MK                         228 25 20.2
 EE1892
 EE1892|---------------------------------------------------------------------|
 EE1892| PID    Reference Object                     Distance      Geod. Az  |
 EE1892|                                                           dddmmss.s |
 EE1892| CZ4439 BV 105 214 AZ MK                                   2294435.9 |
 EE1892|---------------------------------------------------------------------|
 EE1892
 EE1892                          SUPERSEDED SURVEY CONTROL
 EE1892
 EE1892  NAD 83(1994)-  34 37 00.30277(N)    084 40 31.64539(W) AD(       ) 2
 EE1892  NAD 83(1986)-  34 37 00.30311(N)    084 40 31.64505(W) AD(       ) 2
 EE1892  NAD 27      -  34 36 59.99506(N)    084 40 31.88231(W) AD(       ) 2
 EE1892  NGVD 29 (07/19/86)  384.0    (m)         1260.     (f) VERT ANG       
 EE1892
 EE1892.Superseded values are not recommended for survey control.
 EE1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1892.See file dsdata.txt to determine how the superseded data were derived.
 EE1892
 EE1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1312433000(NAD 83)
 EE1892_MARKER: DD = SURVEY DISK
 EE1892_SETTING: 0 = UNSPECIFIED SETTING
 EE1892
 EE1892  HISTORY     - Date     Condition        Report By
 EE1892  HISTORY     - 1972     MONUMENTED       GADT
 EE1892
 EE1892                          STATION DESCRIPTION
 EE1892
 EE1892'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1892'THE STATION IS LOCATED 11.6 MILES SOUTHEAST OF CHATSWORTH AT
 EE1892'CARTERS DAM.
 EE1892'
 EE1892'TO REACH FROM THE MURRAY COUNTY COURTHOUSE IN CHATSWORTH,
 EE1892'GEORGIA, PROCEED SOUTH ON U.S. 411 FOR 7.75 MILES TO
 EE1892'GA. 282.  CONTINUE SOUTH ON U.S. 411 FOR 3.85 MILES TO COUNTY
 EE1892'ROAD 205.  PROCEED EAST ON COUNTY ROAD 205 FOR 0.6 MILE TO
 EE1892'CONSTRUCTION GATE.  PROCEED THROUGH CONSTRUCTION GATE FOR 0.95
 EE1892'MILE TO THE SOUTHWEST CORNER OF THE POWER STATION.  THE STATION
 EE1892'IS LOCATED ON THE HIGH POINT OF THE ROCK CUT.
 EE1892'
 EE1892'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1892'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 3.75 FEET
 EE1892'NORTHWEST OF AN IRON PIN IN A CIRCLE OF ROCKS.  6.1 FEET
 EE1892'EAST-NORTHEAST OF THE CREST AT THE TOP OF THE ROCK CUT.  0.49
 EE1892'FEET NORTH-NORTHEAST OF THE EDGE OF THE ROCK CUT ON THE HIGH
 EE1892'POINT OF THE ROCK CUT VISIBLE BY LOOKING IN A MAGNETIC NORTH
 EE1892'AZIMUTH OF 280 DEG TO THE HIGH POINT OF THE ROCK CUT.  PACK TO
 EE1892'THE STATION BY THE PATH OF LEAST RESISTANCE TO THE TOP OF THE
 EE1892'CUT AND THE STATION SIGHT.
 EE1892'
 EE1892'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. 411 AND
 EE1892'COUNTY ROAD 205, PROCEED SOUTH ALONG U.S. 411 FOR 1.65 MILES TO
 EE1892'THE INTERSECTION OF A COUNTY DIRT ROAD TO THE RIGHT AND THE
 EE1892'STATION ON THE RIGHT.  THE AZIMUTH MARK IS LOCATED 20 FEET
 EE1892'NORTHEAST OF THE CENTERLINE OF COUNTY DIRT ROAD.
 EE1892'
 EE1892'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A 10
 EE1892'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1911 ***********************************************************************
 EE1911  DESIGNATION -  BV 105 215
 EE1911  PID         -  EE1911
 EE1911  STATE/COUNTY-  GA/MURRAY
 EE1911  USGS QUAD   -  CALHOUN NORTH (1982)
 EE1911
 EE1911                         *CURRENT SURVEY CONTROL
 EE1911  ___________________________________________________________________
 EE1911* NAD 83(1994)-  34 37 24.87009(N)    084 53 13.18762(W)     ADJUSTED  
 EE1911* NAVD 88     -       224.6    (meters)     737.     (feet)  VERTCON   
 EE1911  ___________________________________________________________________
 EE1911  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EE1911  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 EE1911
 EE1911  HORZ ORDER  -  SECOND
 EE1911
 EE1911.The horizontal coordinates were established by classical geodetic methods
 EE1911.and adjusted by the National Geodetic Survey in September 1997..
 EE1911
 EE1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1911
 EE1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1911
 EE1911.The geoid height was determined by GEOID03.
 EE1911
 EE1911;                    North         East     Units Scale Factor Converg.
 EE1911;SPC GA W     -   512,904.642   633,948.670   MT  0.99995376   -0 24 33.5
 EE1911;SPC GA W     - 1,682,754.65  2,079,879.93   sFT  0.99995376   -0 24 33.5
 EE1911;UTM  16      - 3,833,330.295   693,709.578   MT  1.00006252   +1 12 03.4
 EE1911
 EE1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1911!SPC GA W     -   0.99996938  x   0.99995376  =   0.99992314
 EE1911!UTM  16      -   0.99996938  x   1.00006252  =   1.00003190
 EE1911
 EE1911:                Primary Azimuth Mark                     Grid Az
 EE1911:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             048 36 52.3
 EE1911:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             047 00 15.4
 EE1911
 EE1911|---------------------------------------------------------------------|
 EE1911| PID    Reference Object                     Distance      Geod. Az  |
 EE1911|                                                           dddmmss.s |
 EE1911| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.21.2 KM 0481218.8 |
 EE1911| CZ4440 BV 105 215 AZ MK                                   1245621.5 |
 EE1911| EE1910 CALHOUN WEBBS CABLE TV MAST         APPROX. 9.9 KM 2021249.4 |
 EE1911|---------------------------------------------------------------------|
 EE1911
 EE1911                          SUPERSEDED SURVEY CONTROL
 EE1911
 EE1911  NAD 83(1994)-  34 37 24.87407(N)    084 53 13.19164(W) AD(       ) 2
 EE1911  NAD 83(1986)-  34 37 24.87484(N)    084 53 13.19103(W) AD(       ) 2
 EE1911  NAD 27      -  34 37 24.57270(N)    084 53 13.40271(W) AD(       ) 2
 EE1911  NGVD 29 (07/19/86)  224.6    (m)          737.     (f) VERT ANG       
 EE1911
 EE1911.Superseded values are not recommended for survey control.
 EE1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1911.See file dsdata.txt to determine how the superseded data were derived.
 EE1911
 EE1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9371033330(NAD 83)
 EE1911_MARKER: DD = SURVEY DISK
 EE1911_SETTING: 0 = UNSPECIFIED SETTING
 EE1911
 EE1911  HISTORY     - Date     Condition        Report By
 EE1911  HISTORY     - 1972     MONUMENTED       GADT
 EE1911
 EE1911                          STATION DESCRIPTION
 EE1911
 EE1911'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1911'THE STATION IS LOCATED 11.8 MILES SOUTHWEST OF CHATSWORTH,
 EE1911'GEORGIA.  11.0 MILES SOUTHEAST OF DALTON, GEORGIA, 8.7 MILES
 EE1911'NORTHEAST OF CALHOUN, GEORGIA.
 EE1911'
 EE1911'TO REACH FROM THE INTERSECTION OF GA. 52 AND GA. 225, PROCEED
 EE1911'SOUTH ON GA. 225 10.85 MILES TO COUNTY ROAD 90, PROCEED WEST ON
 EE1911'COUNTY ROAD 1.03 MILES TO COUNTY ROAD 92, PROCEED SOUTH ON
 EE1911'COUNTY ROAD 0.36 MILE TO A PASTURE ROAD, PROCEED NORTHWEST ON
 EE1911'PASTURE ROAD 0.26 MILE TO THE STATION ON A HILL IN THE PASTURE
 EE1911'NEAR A GRAVE.
 EE1911'
 EE1911'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1911'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.78
 EE1911'METERS BELOW THE STATION.  THE STATION IS LOCATED 13.6 FEET
 EE1911'SOUTHWEST OF THE FENCE AROUND THE GRAVE.  41.7 FEET SOUTH OF A
 EE1911'FORKED OAK TREE.  57.5 FEET WEST OF AN 8 INCH OAK TREE.  8.2
 EE1911'FEET NORTHWEST OF AN 8 INCH OAK TREE.
 EE1911'
 EE1911'THE AZIMUTH MARK IS LOCATED SOUTHEAST OF THE STATION 22.7 FEET
 EE1911'WEST OF THE CENTERLINE OF THE COUNTY ROAD.  3.4 FEET EAST OF A
 EE1911'FENCE.  150.0 FEET SOUTH OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1848 ***********************************************************************
 EE1848  DESIGNATION -  BV 105 216 GAHD 1972
 EE1848  PID         -  EE1848
 EE1848  STATE/COUNTY-  GA/MURRAY
 EE1848  USGS QUAD   -  DYER GAP (1988)
 EE1848
 EE1848                         *CURRENT SURVEY CONTROL
 EE1848  ___________________________________________________________________
 EE1848* NAD 83(1994)-  34 49 29.16272(N)    084 35 06.03626(W)     ADJUSTED  
 EE1848* NAVD 88     -       843.3    (meters)    2767.     (feet)  VERTCON   
 EE1848  ___________________________________________________________________
 EE1848  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 EE1848  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE1848
 EE1848  HORZ ORDER  -  SECOND
 EE1848
 EE1848.The horizontal coordinates were established by classical geodetic methods
 EE1848.and adjusted by the National Geodetic Survey in September 1997..
 EE1848
 EE1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1848
 EE1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1848
 EE1848.The geoid height was determined by GEOID03.
 EE1848
 EE1848;                    North         East     Units Scale Factor Converg.
 EE1848;SPC GA W     -   535,065.659   661,732.668   MT  0.99991804   -0 14 20.1
 EE1848;SPC GA W     - 1,755,461.25  2,171,034.59   sFT  0.99991804   -0 14 20.1
 EE1848;UTM  16      - 3,856,269.773   720,863.526   MT  1.00020126   +1 22 46.9
 EE1848
 EE1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1848!SPC GA W     -   0.99987218  x   0.99991804  =   0.99979023
 EE1848!UTM  16      -   0.99987218  x   1.00020126  =   1.00007341
 EE1848
 EE1848:                Primary Azimuth Mark                     Grid Az
 EE1848:SPC GA W     -  BV 061 200 GAHD 1972                     221 21 13.7
 EE1848:UTM  16      -  BV 061 200 GAHD 1972                     219 44 06.7
 EE1848
 EE1848|---------------------------------------------------------------------|
 EE1848| PID    Reference Object                     Distance      Geod. Az  |
 EE1848|                                                           dddmmss.s |
 EE1848| EE1857 BV 061 200 GAHD 1972                APPROX. 5.8 KM 2210653.6 |
 EE1848|---------------------------------------------------------------------|
 EE1848
 EE1848                          SUPERSEDED SURVEY CONTROL
 EE1848
 EE1848  NAD 83(1994)-  34 49 29.16707(N)    084 35 06.04043(W) AD(       ) 2
 EE1848  NAD 83(1986)-  34 49 29.16725(N)    084 35 06.04017(W) AD(       ) 2
 EE1848  NAD 27      -  34 49 28.87484(N)    084 35 06.28379(W) AD(       ) 2
 EE1848  NGVD 29 (07/19/86)  843.3    (m)         2767.     (f) VERT ANG       
 EE1848
 EE1848.Superseded values are not recommended for survey control.
 EE1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1848.See file dsdata.txt to determine how the superseded data were derived.
 EE1848
 EE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2086456270(NAD 83)
 EE1848_MARKER: DD = SURVEY DISK
 EE1848_SETTING: 0 = UNSPECIFIED SETTING
 EE1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1848
 EE1848  HISTORY     - Date     Condition        Report By
 EE1848  HISTORY     - 1972     MONUMENTED       GADT
 EE1848  HISTORY     - 1975     GOOD             USGS
 EE1848
 EE1848                          STATION DESCRIPTION
 EE1848
 EE1848'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1848'THE STATION IS LOCATED 11.2 MILES NORTHEAST OF CHATSWORTH,
 EE1848'GEORGIA.  9.4 MILES SOUTHEAST OF CRANDALL, GEORGIA.  10 MILES
 EE1848'EAST OF THE INTERSECTION OF U.S. 411 AND GA. 286.
 EE1848'
 EE1848'TO REACH FROM THE INTERSECTION OF U.S. 76 AND COUNTY ROAD S826,
 EE1848'PROCEED NORTH 3.2 MILES TO FOREST SERVICE ROAD 68.  PROCEED
 EE1848'NORTHEAST ON THE FOREST SERVICE ROAD FOR 2.7 MILES TO THE
 EE1848'STATION ON THE LEFT.
 EE1848'
 EE1848'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1848'FLUSH WITH THE GROUND.
 EE1848'
 EE1848'THE STATION IS LOCATED 5.6 FEET SOUTH OF A BOULDER.  5.7 FEET
 EE1848'EAST OF A BOULDER.  23.5 FEET NORTHEAST OF A 12 INCH TWIN WATER
 EE1848'OAK TREE.  35.7 FEET SOUTHEAST OF THE CENTERLINE OF FOREST
 EE1848'SERVICE ROAD 68.
 EE1848
 EE1848                          STATION RECOVERY (1975)
 EE1848
 EE1848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (CRH)
 EE1848'TO REACH FROM THE INT. OF U.S. 76 AND CO. RD. S826, PROCEED
 EE1848'N. ON S826 FOR 3.2 MI, THENCE NE 5.7 MI ON FOREST SERVICE RD
 EE1848'68 TO SHARP TURN AND LOOKOUT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1872 ***********************************************************************
 EE1872  DESIGNATION -  BV 105 217
 EE1872  PID         -  EE1872
 EE1872  STATE/COUNTY-  GA/MURRAY
 EE1872  USGS QUAD   -  TENNGA (1968)
 EE1872
 EE1872                         *CURRENT SURVEY CONTROL
 EE1872  ___________________________________________________________________
 EE1872* NAD 83(1994)-  34 58 27.81505(N)    084 38 42.78665(W)     ADJUSTED  
 EE1872* NAVD 88     -       299.     (meters)     981.     (feet)  VERTCON   
 EE1872  ___________________________________________________________________
 EE1872  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 EE1872  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE1872
 EE1872  HORZ ORDER  -  SECOND
 EE1872
 EE1872.The horizontal coordinates were established by classical geodetic methods
 EE1872.and adjusted by the National Geodetic Survey in September 1997..
 EE1872
 EE1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1872
 EE1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1872
 EE1872.The geoid height was determined by GEOID03.
 EE1872
 EE1872;                    North         East     Units Scale Factor Converg.
 EE1872;SPC GA W     -   551,688.099   656,304.467   MT  0.99992352   -0 16 27.5
 EE1872;SPC GA W     - 1,809,996.70  2,153,225.57   sFT  0.99992352   -0 16 27.5
 EE1872;SPC TN       -    71,983.448   723,717.518   MT  1.00006006   +0 47 35.3
 EE1872;SPC TN       -   236,165.70  2,374,396.56   sFT  1.00006006   +0 47 35.3
 EE1872;UTM  16      - 3,872,736.302   714,965.548   MT  1.00016956   +1 21 01.1
 EE1872
 EE1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1872!SPC GA W     -   0.99995768  x   0.99992352  =   0.99988120
 EE1872!SPC TN       -   0.99995768  x   1.00006006  =   1.00001774
 EE1872!UTM  16      -   0.99995768  x   1.00016956  =   1.00012723
 EE1872
 EE1872:                Primary Azimuth Mark                     Grid Az
 EE1872:SPC GA W     -  BV 105 217 AZ MK                         279 31 44.4
 EE1872:SPC TN       -  BV 105 217 AZ MK                         278 27 41.6
 EE1872:UTM  16      -  BV 105 217 AZ MK                         277 54 15.8
 EE1872
 EE1872|---------------------------------------------------------------------|
 EE1872| PID    Reference Object                     Distance      Geod. Az  |
 EE1872|                                                           dddmmss.s |
 EE1872| CZ4441 BV 105 217 AZ MK                                   2791516.9 |
 EE1872|---------------------------------------------------------------------|
 EE1872
 EE1872                          SUPERSEDED SURVEY CONTROL
 EE1872
 EE1872  NAD 83(1994)-  34 58 27.81821(N)    084 38 42.79204(W) AD(       ) 2
 EE1872  NAD 83(1986)-  34 58 27.81852(N)    084 38 42.79187(W) AD(       ) 2
 EE1872  NAD 27      -  34 58 27.53850(N)    084 38 43.02480(W) AD(       ) 2
 EE1872  NGVD 29 (07/19/86)  299.     (m)          981.     (f) VERT ANG       
 EE1872
 EE1872.Superseded values are not recommended for survey control.
 EE1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1872.See file dsdata.txt to determine how the superseded data were derived.
 EE1872
 EE1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1496672736(NAD 83)
 EE1872_MARKER: DD = SURVEY DISK
 EE1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1872
 EE1872  HISTORY     - Date     Condition        Report By
 EE1872  HISTORY     - 1972     MONUMENTED       GADT
 EE1872  HISTORY     - 1979     GOOD             NGS
 EE1872
 EE1872                          STATION DESCRIPTION
 EE1872
 EE1872'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1872'THE STATION IS LOCATED 12.1 MILES NORTH OF THE INTERSECTION OF
 EE1872'GA. 286 AND U.S. 411.  15.8 MILES NORTHEAST OF CHATSWORTH, GEORGIA.
 EE1872'
 EE1872'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 2, PROCEED
 EE1872'EAST ON GA. 2 FOR 3.30 MILES TO THE INTERSECTION OF GA. 2 AND
 EE1872'FOREST SERVICE ROAD 40.  CONTINUE EAST ON GA. 2 FOR 4.15 MILES
 EE1872'TO THE STATION ON THE RIGHT.
 EE1872'
 EE1872'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1872'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 45.2 FEET SOUTH
 EE1872'OF THE CENTERLINE OF GA. 2.  69.4 FEET SOUTHEAST OF THE P.I. OF
 EE1872'DRIVEWAY.  14.3 FEET NORTH OF SHED.  49.0 FEET SOUTHWEST OF
 EE1872'BRIDGE END.
 EE1872'
 EE1872'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST FOR
 EE1872'0.2 MILES TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK.  THE
 EE1872'AZIMUTH MARK IS LOCATED 10 FEET NORTH OF THE ROAD AND 15 FEET
 EE1872'SOUTH OF THE HOUSE.
 EE1872'
 EE1872'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A
 EE1872'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1872'GROUND.
 EE1872
 EE1872                          STATION RECOVERY (1979)
 EE1872
 EE1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 EE1872'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 EE1872'MARK WAS NOT SEARCHED FOR.
 EE1872'
 EE1872'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF ETON,
 EE1872'5 MILES EAST-NORTHEAST OF CISCO, AND
 EE1872'1 MILE SOUTH OF THE TENNESSEE-GEORGIA STATE LINE
 EE1872'ON THE SOUTH SIDE OF STATE HIGHWAY 2.
 EE1872'
 EE1872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 411 AND
 EE1872'STATE HIGHWAY 2 IN CISCO, GO EAST ON HIGHWAY 2 FOR 0.9 MILE
 EE1872'TO THE END OF THE PAVEMENT AT A CHURCH ON THE RIGHT.  CONTINUE
 EE1872'EAST ON HIGHWAY 2 FOR 2.3 MILES TO FOREST SERVICE ROAD 17 ON
 EE1872'THE RIGHT.  CONTINUE EAST AND NORTHEASTERLY ON HIGHWAY 2
 EE1872'FOR 1.8 MILES TO FOREST SERVICE ROAD 16A ON THE LEFT.
 EE1872'CONTINUE NORTHEAST ON HIGHWAY 2 FOR 1.1 MILES TO THE
 EE1872'HOPEWELL BAPTIST CHURCH ON THE RIGHT.  CONTINUE
 EE1872'NORTHEAST ON HIGHWAY 2 FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 EE1872'
 EE1872'THE STATION IS STANDARD GADT DISK
 EE1872'STAMPED---105 217---,
 EE1872'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 EE1872'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 EE1872'50 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRIDGE,
 EE1872'45 FEET SOUTH FROM THE CENTER OF STATE HIGHWAY 2,
 EE1872'33 FEET EAST FROM THE CENTER OF A TRACK ROAD,
 EE1872'13.5 FEET NORTH FROM THE NORTHEAST CORNER OF AN OLD SHED
 EE1872'FOUNDATION, AND
 EE1872'3 FEET NORTH FROM A METAL WITNESS POST.
 EE1872'
 EE1872'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1898 ***********************************************************************
 EE1898  DESIGNATION -  BV 105 218 GAHD 1972
 EE1898  PID         -  EE1898
 EE1898  STATE/COUNTY-  GA/MURRAY
 EE1898  USGS QUAD   -  RAMHURST (1985)
 EE1898
 EE1898                         *CURRENT SURVEY CONTROL
 EE1898  ___________________________________________________________________
 EE1898* NAD 83(1994)-  34 40 33.86513(N)    084 42 52.40528(W)     ADJUSTED  
 EE1898* NAVD 88     -       223.5    (meters)     733.     (feet)  VERTCON   
 EE1898  ___________________________________________________________________
 EE1898  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 EE1898  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1898
 EE1898  HORZ ORDER  -  SECOND
 EE1898
 EE1898.The horizontal coordinates were established by classical geodetic methods
 EE1898.and adjusted by the National Geodetic Survey in September 1997..
 EE1898
 EE1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1898
 EE1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1898
 EE1898.The geoid height was determined by GEOID03.
 EE1898
 EE1898;                    North         East     Units Scale Factor Converg.
 EE1898;SPC GA W     -   518,628.611   649,792.538   MT  0.99993106   -0 18 42.2
 EE1898;SPC GA W     - 1,701,534.03  2,131,861.02   sFT  0.99993106   -0 18 42.2
 EE1898;UTM  16      - 3,839,498.506   709,388.719   MT  1.00014042   +1 18 02.7
 EE1898
 EE1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1898!SPC GA W     -   0.99996953  x   0.99993106  =   0.99990059
 EE1898!UTM  16      -   0.99996953  x   1.00014042  =   1.00010995
 EE1898
 EE1898:                Primary Azimuth Mark                     Grid Az
 EE1898:SPC GA W     -  FORT                                     000 04 47.6
 EE1898:UTM  16      -  FORT                                     358 28 02.7
 EE1898
 EE1898|---------------------------------------------------------------------|
 EE1898| PID    Reference Object                     Distance      Geod. Az  |
 EE1898|                                                           dddmmss.s |
 EE1898| EE1859 FORT                                APPROX. 8.3 KM 3594605.4 |
 EE1898| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX. 8.3 KM 3595749.9 |
 EE1898|---------------------------------------------------------------------|
 EE1898
 EE1898                          SUPERSEDED SURVEY CONTROL
 EE1898
 EE1898  NAD 83(1994)-  34 40 33.86905(N)    084 42 52.40905(W) AD(       ) 2
 EE1898  NAD 83(1986)-  34 40 33.86945(N)    084 42 52.40864(W) AD(       ) 2
 EE1898  NAD 27      -  34 40 33.56804(N)    084 42 52.63955(W) AD(       ) 2
 EE1898  NGVD 29 (07/19/86)  223.5    (m)          733.     (f) VERT ANG       
 EE1898
 EE1898.Superseded values are not recommended for survey control.
 EE1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1898.See file dsdata.txt to determine how the superseded data were derived.
 EE1898
 EE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0938939499(NAD 83)
 EE1898_MARKER: DD = SURVEY DISK
 EE1898_SETTING: 0 = UNSPECIFIED SETTING
 EE1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1898
 EE1898  HISTORY     - Date     Condition        Report By
 EE1898  HISTORY     - 1972     MONUMENTED       GADT
 EE1898  HISTORY     - 20040128 GOOD             GADT
 EE1898
 EE1898                          STATION DESCRIPTION
 EE1898
 EE1898'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1898'THE STATION IS LOCATED 16 MILES SOUTHEAST OF DALTON,
 EE1898'GEORGIA.  5.3 MILES NORTH OF OAKMAN, GEORGIA.  17.8 MILES
 EE1898'NORTHEAST OF CALHOUN, GEORGIA.
 EE1898'
 EE1898'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 52 IN
 EE1898'CHATSWORTH, GEORGIA, PROCEED SOUTH ON U.S. 411 7.53 MILES TO THE
 EE1898'STATION ON THE RIGHT ON A BANK NEAR A PASTURE.
 EE1898'
 EE1898'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1898'WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.74 METERS
 EE1898'BELOW THE STATION.  THE STATION IS LOCATED 2.4 FEET EAST OF A
 EE1898'BARBED WIRE FENCE.  16.0 FEET NORTH OF A POWER POLE.  20.0 FEET
 EE1898'NORTHWEST OF A CLUSTER OF WILD CHERRY TREES.  40.0 FEET WEST OF
 EE1898'THE CENTERLINE OF U.S. 411.
 EE1898
 EE1898                          STATION RECOVERY (2004)
 EE1898
 EE1898'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1891 ***********************************************************************
 EE1891  DESIGNATION -  BV 105 219
 EE1891  PID         -  EE1891
 EE1891  STATE/COUNTY-  GA/MURRAY
 EE1891  USGS QUAD   -  OAKMAN (1985)
 EE1891
 EE1891                         *CURRENT SURVEY CONTROL
 EE1891  ___________________________________________________________________
 EE1891* NAD 83(1994)-  34 35 20.41887(N)    084 40 40.65023(W)     ADJUSTED  
 EE1891* NAVD 88     -       213.6    (meters)     701.     (feet)  VERTCON   
 EE1891  ___________________________________________________________________
 EE1891  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 EE1891  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1891
 EE1891  HORZ ORDER  -  SECOND
 EE1891
 EE1891.The horizontal coordinates were established by classical geodetic methods
 EE1891.and adjusted by the National Geodetic Survey in September 1997..
 EE1891
 EE1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1891
 EE1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1891
 EE1891.The geoid height was determined by GEOID03.
 EE1891
 EE1891;                    North         East     Units Scale Factor Converg.
 EE1891;SPC GA W     -   508,952.968   653,097.406   MT  0.99992711   -0 17 24.9
 EE1891;SPC GA W     - 1,669,789.86  2,142,703.74   sFT  0.99992711   -0 17 24.9
 EE1891;UTM  16      - 3,829,917.466   712,965.037   MT  1.00015905   +1 19 07.3
 EE1891
 EE1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1891!SPC GA W     -   0.99997109  x   0.99992711  =   0.99989820
 EE1891!UTM  16      -   0.99997109  x   1.00015905  =   1.00013013
 EE1891
 EE1891:                Primary Azimuth Mark                     Grid Az
 EE1891:SPC GA W     -  BV 105 219 AZ MK                         077 58 54.3
 EE1891:UTM  16      -  BV 105 219 AZ MK                         076 22 22.1
 EE1891
 EE1891|---------------------------------------------------------------------|
 EE1891| PID    Reference Object                     Distance      Geod. Az  |
 EE1891|                                                           dddmmss.s |
 EE1891| CZ4442 BV 105 219 AZ MK                                   0774129.4 |
 EE1891|---------------------------------------------------------------------|
 EE1891
 EE1891                          SUPERSEDED SURVEY CONTROL
 EE1891
 EE1891  NAD 83(1994)-  34 35 20.42319(N)    084 40 40.65369(W) AD(       ) 2
 EE1891  NAD 83(1986)-  34 35 20.42350(N)    084 40 40.65334(W) AD(       ) 2
 EE1891  NAD 27      -  34 35 20.11349(N)    084 40 40.89132(W) AD(       ) 2
 EE1891  NGVD 29 (07/19/86)  213.6    (m)          701.     (f) VERT ANG       
 EE1891
 EE1891.Superseded values are not recommended for survey control.
 EE1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1891.See file dsdata.txt to determine how the superseded data were derived.
 EE1891
 EE1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1296529917(NAD 83)
 EE1891_MARKER: DD = SURVEY DISK
 EE1891_SETTING: 0 = UNSPECIFIED SETTING
 EE1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1891+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 EE1891
 EE1891  HISTORY     - Date     Condition        Report By
 EE1891  HISTORY     - 1972     MONUMENTED       GADT
 EE1891  HISTORY     - 20060316 GOOD             STRSMA
 EE1891
 EE1891                          STATION DESCRIPTION
 EE1891
 EE1891'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1891'THE STATION IS LOCATED 2.4 MILES NORTHEAST OF OAKMAN,
 EE1891'GEORGIA.  10.6 MILES NORTH OF FAIRMOUNT, GEORGIA.  13.2 MILES
 EE1891'SOUTHWEST OF CHATSWORTH, GEORGIA.
 EE1891'
 EE1891'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 52, PROCEED
 EE1891'SOUTH ON U.S. 411 FOR 8.94 MILES TO GA. 282.  CONTINUE SOUTH ON
 EE1891'U.S. 411 FOR 6.34 MILES TO GA. 156.  PROCEED EAST ON GA. 156 FOR
 EE1891'1.33 MILES TO THE STATION ON THE LEFT.
 EE1891'
 EE1891'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1891'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.73
 EE1891'METERS BELOW THE STATION.  THE STATION IS LOCATED 133 FEET
 EE1891'NORTHEAST OF A CULVERT.  83.4 FEET NORTH OF THE CENTERLINE
 EE1891'OF GA. 156.  24.5 FEET EAST OF A CUT SECTION.  17.9 FEET SOUTH
 EE1891'OF A CUT OF A BURROW PIT.
 EE1891'
 EE1891'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED EAST 0.2
 EE1891'MILE TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS
 EE1891'LOCATED ON THE NORTH EDGE OF THE RIGHT OF WAY OF STATE ROUTE 156
 EE1891'AT THE INTERSECTION OF A WOODS LINE RUNNING NORTH.
 EE1891'
 EE1891'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A 10
 EE1891'INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 EE1891'GROUND.
 EE1891
 EE1891                          STATION RECOVERY (2006)
 EE1891
 EE1891'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2100 ***********************************************************************
 CM2100  DESIGNATION -  BV 106 201
 CM2100  PID         -  CM2100
 CM2100  STATE/COUNTY-  GA/MUSCOGEE
 CM2100  USGS QUAD   -  FORTSON (1985)
 CM2100
 CM2100                         *CURRENT SURVEY CONTROL
 CM2100  ___________________________________________________________________
 CM2100* NAD 83(1994)-  32 33 19.66278(N)    084 59 02.50601(W)     ADJUSTED  
 CM2100* NAVD 88     -       168.     (meters)     551.     (feet)  VERTCON   
 CM2100  ___________________________________________________________________
 CM2100  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CM2100  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CM2100
 CM2100  HORZ ORDER  -  SECOND
 CM2100
 CM2100.The horizontal coordinates were established by classical geodetic methods
 CM2100.and adjusted by the National Geodetic Survey in September 1997..
 CM2100
 CM2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2100
 CM2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2100
 CM2100.The geoid height was determined by GEOID03.
 CM2100
 CM2100;                    North         East     Units Scale Factor Converg.
 CM2100;SPC GA W     -   283,601.444   623,240.645   MT  0.99997263   -0 26 23.5
 CM2100;SPC GA W     -   930,449.07  2,044,748.68   sFT  0.99997263   -0 26 23.5
 CM2100;UTM  16      - 3,603,799.493   689,278.847   MT  1.00004180   +1 05 06.5
 CM2100
 CM2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2100!SPC GA W     -   0.99997797  x   0.99997263  =   0.99995060
 CM2100!UTM  16      -   0.99997797  x   1.00004180  =   1.00001977
 CM2100
 CM2100:                Primary Azimuth Mark                     Grid Az
 CM2100:SPC GA W     -  BV 106 201 AZ MK                         145 57 40.2
 CM2100:UTM  16      -  BV 106 201 AZ MK                         144 26 10.2
 CM2100
 CM2100|---------------------------------------------------------------------|
 CM2100| PID    Reference Object                     Distance      Geod. Az  |
 CM2100|                                                           dddmmss.s |
 CM2100| CY8544 BV 106 201 AZ MK                                   1453116.7 |
 CM2100| CM2101 BV 106 201 GADT 1974 PTA             25.253 METERS 15633     |
 CM2100|---------------------------------------------------------------------|
 CM2100
 CM2100                          SUPERSEDED SURVEY CONTROL
 CM2100
 CM2100  NAD 83(1994)-  32 33 19.66525(N)    084 59 02.50473(W) AD(       ) 2
 CM2100  NAD 83(1986)-  32 33 19.66822(N)    084 59 02.50515(W) AD(       ) 2
 CM2100  NAD 27      -  32 33 19.16987(N)    084 59 02.75158(W) AD(       ) 2
 CM2100  NGVD 29 (07/19/86)  168.     (m)          551.     (f) VERT ANG       
 CM2100
 CM2100.Superseded values are not recommended for survey control.
 CM2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2100.See file dsdata.txt to determine how the superseded data were derived.
 CM2100
 CM2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8927903799(NAD 83)
 CM2100_MARKER: DD = SURVEY DISK
 CM2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2100
 CM2100  HISTORY     - Date     Condition        Report By
 CM2100  HISTORY     - 1974     MONUMENTED       GADT
 CM2100
 CM2100                          STATION DESCRIPTION
 CM2100
 CM2100'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2100'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH OF COLUMBUS,
 CM2100'13-1/2 MILES SOUTHWEST OF HAMILTON, AND 16-1/2 MILES SOUTH OF
 CM2100'WHITESVILLE ON THE PROPERTY OF J. ERNEST KING, DOUBLE CHURCHES
 CM2100'ROAD, COLUMBUS.  PHONE 404-323-3086.
 CM2100'
 CM2100'TO REACH THE STATION FROM THE NORTH ENTRANCE OF THE MUSCOGEE
 CM2100'COUNTY AIRPORT IN COLUMBUS, TRAVEL WEST ON THE AIRPORT THRUWAY
 CM2100'FOR 1.55 MILES TO THE JUNCTION OF U.S. HIGHWAY 27 CROSSING.  TURN
 CM2100'RIGHT, TRAVELING NORTH ON U.S. HIGHWAY 27 FOR 1.6 MILES TO
 CM2100'WHITTLESEY ROAD (COUNTY ROAD 108) TO THE LEFT.  TURN LEFT,
 CM2100'TRAVELING WEST ON WHITTLESEY ROAD FOR 0.65 MILE TO ITS
 CM2100'TERMINATION AT WHITESVILLE ROAD (COUNTY ROAD 140) CROSSING.  TURN
 CM2100'RIGHT ON WHITESVILLE ROAD, GOING FOR 1.25 MILES TO THE
 CM2100'JUNCTION OF DOUBLE CHURCHES ROAD (COUNTY ROAD 9634) CROSSING.
 CM2100'TURN LEFT ON DOUBLE CHURCHES ROAD, GOING WEST FOR 0.6 MILE TO
 CM2100'A FLAGSTONE DRIVEWAY TO THE LEFT AT AN OLD HOUSE.  TURN LEFT,
 CM2100'FOLLOWING THE DRIVEWAY TO THE REAR OF THE HOUSE TO AN OLD
 CM2100'STONE WALL AND THE STATION.
 CM2100'
 CM2100'THE STATION IS A STANDARD BRASS DISK STAMPED 106-201, SET IN
 CM2100'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2100'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2100'STAMPED 106-201, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2100'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2100'LOCATED 3.8 FEET SOUTHEAST OF A WITNESS POST SET AGAINST THE
 CM2100'STONE WALL, 16 FEET EAST OF THE WEST CORNER OF THE STONE WALL,
 CM2100'31 FEET SOUTHWEST OF THE EAST CORNER OF THE STONE WALL, AND 70
 CM2100'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE.
 CM2100'
 CM2100'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF DOUBLE CHURCHES
 CM2100'ROAD AND WHITEVILLE ROAD, TRAVEL WEST ON DOUBLE CHURCHES ROAD FOR
 CM2100'0.7 MILE TO A DRIVEWAY ON THE LEFT TO THE KING RESIDENCE.  TURN
 CM2100'LEFT INTO THE DRIVEWAY, GOING SOUTHEAST ON A FIELD ROAD TOWARD
 CM2100'SOME OLD BARNS AND A GATE.  CONTINUE THROUGH THE GATE TO AN OPEN
 CM2100'FIELD.  FOLLOW THE FIELD ROAD SOUTHEASTERLY FOR 0.25 MILE TO THE
 CM2100'EDGE OF THE WOODS AND THE AZIMUTH MARK LOCATED ON A SMALL
 CM2100'EMBANKMENT.  IT IS A STANDARD DISK STAMPED 106-201 AZMK, SET
 CM2100'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2100'SURFACE OF THE GROUND.  IT IS LOCATED 183 FEET SOUTHWEST OF A 20
 CM2100'INCH CHINABERRY TREE LOCATED ON THE SOUTHWEST SIDE OF THE
 CM2100'FIELD ROAD ON A TERRACE, 3 FEET NORTH OF A WITNESS POST, 40.8
 CM2100'FEET WEST OF A 10 INCH PINE TREE, AND 125.0 FEET SOUTHWEST OF
 CM2100'THE SOUTH EDGE OF A SMALL GROUP OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2095 ***********************************************************************
 CM2095  DESIGNATION -  BV 106 202
 CM2095  PID         -  CM2095
 CM2095  STATE/COUNTY-  GA/MUSCOGEE
 CM2095  USGS QUAD   -  FORTSON (1985)
 CM2095
 CM2095                         *CURRENT SURVEY CONTROL
 CM2095  ___________________________________________________________________
 CM2095* NAD 83(1994)-  32 31 30.02873(N)    084 57 44.53197(W)     ADJUSTED  
 CM2095* NAVD 88     -       138.     (meters)     453.     (feet)  VERTCON   
 CM2095  ___________________________________________________________________
 CM2095  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CM2095  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CM2095
 CM2095  HORZ ORDER  -  SECOND
 CM2095
 CM2095.The horizontal coordinates were established by classical geodetic methods
 CM2095.and adjusted by the National Geodetic Survey in September 1997..
 CM2095
 CM2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2095
 CM2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2095
 CM2095.The geoid height was determined by GEOID03.
 CM2095
 CM2095;                    North         East     Units Scale Factor Converg.
 CM2095;SPC GA W     -   280,209.009   625,249.534   MT  0.99996888   -0 25 40.2
 CM2095;SPC GA W     -   919,319.06  2,051,339.51   sFT  0.99996888   -0 25 40.2
 CM2095;UTM  16      - 3,600,461.446   691,377.431   MT  1.00005165   +1 05 45.2
 CM2095
 CM2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2095!SPC GA W     -   0.99998265  x   0.99996888  =   0.99995153
 CM2095!UTM  16      -   0.99998265  x   1.00005165  =   1.00003430
 CM2095
 CM2095:                Primary Azimuth Mark                     Grid Az
 CM2095:SPC GA W     -  BV 106 202 AZ MK                         204 01 46.5
 CM2095:UTM  16      -  BV 106 202 AZ MK                         202 30 21.1
 CM2095
 CM2095|---------------------------------------------------------------------|
 CM2095| PID    Reference Object                     Distance      Geod. Az  |
 CM2095|                                                           dddmmss.s |
 CM2095| CY8545 BV 106 202 AZ MK                                   2033606.3 |
 CM2095| CM2104 BV 106 202 GADT 1974 PTA             25.599 METERS 34328     |
 CM2095|---------------------------------------------------------------------|
 CM2095
 CM2095                          SUPERSEDED SURVEY CONTROL
 CM2095
 CM2095  NAD 83(1994)-  32 31 30.03131(N)    084 57 44.53041(W) AD(       ) 2
 CM2095  NAD 83(1986)-  32 31 30.03415(N)    084 57 44.53121(W) AD(       ) 2
 CM2095  NAD 27      -  32 31 29.53150(N)    084 57 44.78114(W) AD(       ) 2
 CM2095  NGVD 29 (07/19/86)  138.     (m)          453.     (f) VERT ANG       
 CM2095
 CM2095.Superseded values are not recommended for survey control.
 CM2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2095.See file dsdata.txt to determine how the superseded data were derived.
 CM2095
 CM2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9137700461(NAD 83)
 CM2095_MARKER: DD = SURVEY DISK
 CM2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2095
 CM2095  HISTORY     - Date     Condition        Report By
 CM2095  HISTORY     - 1974     MONUMENTED       GADT
 CM2095
 CM2095                          STATION DESCRIPTION
 CM2095
 CM2095'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2095'THE STATION IS LOCATED APPROXIMATELY 8-1/4 MILES NORTHEAST OF
 CM2095'COLUMBUS, 17 MILES SOUTHWEST OF HAMILTON, AND 21 MILES SOUTHEAST OF
 CM2095'WHITESVILLE ON STATE RIGHT OF WAY.
 CM2095'
 CM2095'TO REACH THE STATION FROM U.S. HIGHWAY 27 AT THE HARRIS-MUSCOGEE
 CM2095'COUNTY LINE, LOCATED ABOUT 10-1/2 MILES NORTH-NORTHEAST OF
 CM2095'COLUMBUS, GO SOUTH ON U.S. HIGHWAY 27 FOR 4.25 MILES TO MOON ROAD
 CM2095'(COUNTY ROAD 36) ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY
 CM2095'27 FOR 1.8 MILES TO WEEMS ROAD (COUNTY ROAD 346) TO THE
 CM2095'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.15 MILES TO THE
 CM2095'STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 CM2095'
 CM2095'THE STATION IS LOCATED 13.5 FEET SOUTHEAST OF THE EDGE OF THE
 CM2095'SOUTHEAST CURB OF THE SOUTHBOUND LANE, 12.2 FEET NORTHWEST OF THE
 CM2095'EDGE OF THE NORTHWEST CURB OF THE NORTHBOUND LANE, 351 FEET
 CM2095'SOUTHWEST OF THE NOSE OF THE MEDIAN CURB AT THE JUNCTION OF
 CM2095'U.S. HIGHWAY 27 AND WHITESVILLE ROAD, AND 3.8 FEET SOUTHWEST OF
 CM2095'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 106-202, SET IN
 CM2095'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2095'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM2095'DISK STAMPED 106-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2095'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.
 CM2095'
 CM2095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CM2095'U.S. HIGHWAY 27 FOR 0.3 MILE TO THE JUNCTION OF AIRPORT THRUWAY
 CM2095'CROSSING.  CONTINUE SOUTH FOR 0.45 MILE ON U.S. HIGHWAY 27 TO THE
 CM2095'AZIMUTH MARK ON THE LEFT ON A 12 FOOT CUT BANK.  IT IS LOCATED
 CM2095'25.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTHBOUND LANE,
 CM2095'2.8 FEET NORTHEAST OF THE NORTH CORNER OF AN 18 INCH HIGH WALL,
 CM2095'29.5 FEET NORTHEAST OF A POWER POLE, 123 FEET SOUTHWEST OF A
 CM2095'POWER POLE, AND 3.5 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 CM2095'IS A STANDARD DISK STAMPED 106-202 AZMK, SET IN THE TOP OF A
 CM2095'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2095'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2113 ***********************************************************************
 CM2113  DESIGNATION -  BV 106 203
 CM2113  PID         -  CM2113
 CM2113  STATE/COUNTY-  GA/MUSCOGEE
 CM2113  USGS QUAD   -  FORTSON (1985)
 CM2113
 CM2113                         *CURRENT SURVEY CONTROL
 CM2113  ___________________________________________________________________
 CM2113* NAD 83(1994)-  32 35 20.12931(N)    084 59 28.99316(W)     ADJUSTED  
 CM2113* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 CM2113  ___________________________________________________________________
 CM2113  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 CM2113  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CM2113
 CM2113  HORZ ORDER  -  SECOND
 CM2113
 CM2113.The horizontal coordinates were established by classical geodetic methods
 CM2113.and adjusted by the National Geodetic Survey in September 1997..
 CM2113
 CM2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2113
 CM2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2113
 CM2113.The geoid height was determined by GEOID03.
 CM2113
 CM2113;                    North         East     Units Scale Factor Converg.
 CM2113;SPC GA W     -   287,317.498   622,578.428   MT  0.99997389   -0 26 39.2
 CM2113;SPC GA W     -   942,640.82  2,042,576.06   sFT  0.99997389   -0 26 39.2
 CM2113;UTM  16      - 3,607,496.845   688,517.873   MT  1.00003825   +1 04 55.8
 CM2113
 CM2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2113!SPC GA W     -   0.99997768  x   0.99997389  =   0.99995157
 CM2113!UTM  16      -   0.99997768  x   1.00003825  =   1.00001593
 CM2113
 CM2113:                Primary Azimuth Mark                     Grid Az
 CM2113:SPC GA W     -  BV 106 203 AZ MK                         036 55 06.8
 CM2113:UTM  16      -  BV 106 203 AZ MK                         035 23 31.8
 CM2113
 CM2113|---------------------------------------------------------------------|
 CM2113| PID    Reference Object                     Distance      Geod. Az  |
 CM2113|                                                           dddmmss.s |
 CM2113| CY8546 BV 106 203 AZ MK                                   0362827.6 |
 CM2113| CM2089 ENSIMINGER                          APPROX. 2.2 KM 0370949.4 |
 CM2113| CM2112 BV 106 203 GADT 1974 PTA             13.008 METERS 35636     |
 CM2113|---------------------------------------------------------------------|
 CM2113
 CM2113                          SUPERSEDED SURVEY CONTROL
 CM2113
 CM2113  NAD 83(1994)-  32 35 20.13154(N)    084 59 28.99221(W) AD(       ) 2
 CM2113  NAD 83(1986)-  32 35 20.13472(N)    084 59 28.99224(W) AD(       ) 2
 CM2113  NAD 27      -  32 35 19.64398(N)    084 59 29.23595(W) AD(       ) 2
 CM2113  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 CM2113
 CM2113.Superseded values are not recommended for survey control.
 CM2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2113.See file dsdata.txt to determine how the superseded data were derived.
 CM2113
 CM2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8851807497(NAD 83)
 CM2113_MARKER: DD = SURVEY DISK
 CM2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2113_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM2113+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 CM2113
 CM2113  HISTORY     - Date     Condition        Report By
 CM2113  HISTORY     - 1974     MONUMENTED       GADT
 CM2113  HISTORY     - 20020507 GOOD             GADT
 CM2113
 CM2113                          STATION DESCRIPTION
 CM2113
 CM2113'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2113'THE STATION IS LOCATED APPROXIMATELY 8-1/4 MILES NORTH OF COLUMBUS,
 CM2113'8-1/2 MILES SOUTHWEST OF CATAULA, AND 13-3/4 MILES SOUTHWEST OF
 CM2113'HAMILTON ON COUNTY RIGHT OF WAY.
 CM2113'
 CM2113'TO REACH THE STATION FROM THE POST OFFICE IN CATAULA, ABOUT
 CM2113'14-3/4 MILES NORTH-NORTHEAST OF COLUMBUS, GO SOUTH ON U.S. HIGHWAY
 CM2113'27 FOR 5.5 MILES TO THE JUNCTION OF WOOLRIDGE ROAD (COUNTY ROAD
 CM2113'91644) TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG WOOLRIDGE ROAD
 CM2113'FOR 1.8 MILES TO THE JUNCTION OF FORTSON ROAD (COUNTY ROAD 91499)
 CM2113'CROSSING (WOOLRIDGE ROAD BECOMES SMITH ROAD, COUNTY ROAD 91644,
 CM2113'AT THIS POINT).  CONTINUE IN A WESTERLY DIRECTION ON SMITH ROAD
 CM2113'FOR 3.15 MILES TO ITS TERMINATION AT WHITESVILLE ROAD (COUNTY
 CM2113'ROAD 91644).  TURN LEFT, TRAVELING SOUTH ON WHITESVILLE ROAD
 CM2113'FOR 1.2 MILES TO THE JUNCTION OF BIGGERS ROAD (COUNTY ROAD
 CM2113'91644) ON THE RIGHT.  TURN RIGHT, GOING WESTERLY ON BIGGERS
 CM2113'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 CM2113'BIGGERS ROAD WESTERLY FOR 0.15 MILE TO THE STATION ON THE RIGHT
 CM2113'LOCATED ON A 15 FOOT CUT BANK.
 CM2113'
 CM2113'THE STATION IS A STANDARD BRASS DISK STAMPED 106-203, SET IN
 CM2113'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2113'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2113'STAMPED 106-203, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2113'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2113'LOCATED 2.8 FEET SOUTH OF A WITNESS POST, 3.5 FEET NORTH OF THE
 CM2113'EDGE OF THE BANK, 36.5 FEET EAST OF A 10 INCH PINE TREE, 38.0
 CM2113'FEET NORTHWEST OF THE CENTERLINE OF BIGGERS ROAD, AND 110.0 FEET
 CM2113'NORTHEAST OF A POWER POLE ON THE SOUTHEAST SIDE OF BIGGERS
 CM2113'ROAD.
 CM2113'
 CM2113'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 106-203 AZMK, SET IN
 CM2113'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2113'SURFACE OF THE GROUND.  IT IS LOCATED 2 FEET SOUTH OF A WITNESS
 CM2113'POST, 10.7 FEET WEST OF AN 8 INCH PINE TREE, 33 FEET NORTH OF THE
 CM2113'CENTERLINE OF BIGGERS ROAD, AND 114 FEET SOUTHWEST OF A POWER
 CM2113'POLE.
 CM2113
 CM2113                          STATION RECOVERY (2002)
 CM2113
 CM2113'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 CM2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2103 ***********************************************************************
 CM2103  DESIGNATION -  BV 106 204
 CM2103  PID         -  CM2103
 CM2103  STATE/COUNTY-  GA/MUSCOGEE
 CM2103  USGS QUAD   -  FORTSON (1985)
 CM2103
 CM2103                         *CURRENT SURVEY CONTROL
 CM2103  ___________________________________________________________________
 CM2103* NAD 83(1994)-  32 33 29.22496(N)    084 56 04.20885(W)     ADJUSTED  
 CM2103* NAVD 88     -       162.     (meters)     531.     (feet)  VERTCON   
 CM2103  ___________________________________________________________________
 CM2103  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CM2103  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CM2103
 CM2103  HORZ ORDER  -  SECOND
 CM2103
 CM2103.The horizontal coordinates were established by classical geodetic methods
 CM2103.and adjusted by the National Geodetic Survey in September 1997..
 CM2103
 CM2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2103
 CM2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2103
 CM2103.The geoid height was determined by GEOID03.
 CM2103
 CM2103;                    North         East     Units Scale Factor Converg.
 CM2103;SPC GA W     -   283,861.359   627,894.020   MT  0.99996409   -0 24 47.6
 CM2103;SPC GA W     -   931,301.81  2,060,015.63   sFT  0.99996409   -0 24 47.6
 CM2103;UTM  16      - 3,604,183.195   693,924.049   MT  1.00006375   +1 06 42.9
 CM2103
 CM2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2103!SPC GA W     -   0.99997889  x   0.99996409  =   0.99994298
 CM2103!UTM  16      -   0.99997889  x   1.00006375  =   1.00004264
 CM2103
 CM2103|---------------------------------------------------------------------|
 CM2103| PID    Reference Object                     Distance      Geod. Az  |
 CM2103|                                                           dddmmss.s |
 CM2103| CM2098 BV 106 204 GADT 1974 PTA             21.187 METERS 04842     |
 CM2103| CM2102 SCHOMBURG                           APPROX. 2.8 KM 1013355.7 |
 CM2103| CY8547 BV 106 204 AZ MK                                   1913521.9 |
 CM2103|---------------------------------------------------------------------|
 CM2103
 CM2103                          SUPERSEDED SURVEY CONTROL
 CM2103
 CM2103  NAD 83(1994)-  32 33 29.22781(N)    084 56 04.20776(W) AD(       ) 2
 CM2103  NAD 83(1986)-  32 33 29.23033(N)    084 56 04.20806(W) AD(       ) 2
 CM2103  NAD 27      -  32 33 28.72990(N)    084 56 04.45804(W) AD(       ) 2
 CM2103  NGVD 29 (07/19/86)  162.     (m)          531.     (f) VERT ANG       
 CM2103
 CM2103.Superseded values are not recommended for survey control.
 CM2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2103.See file dsdata.txt to determine how the superseded data were derived.
 CM2103
 CM2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9392404183(NAD 83)
 CM2103_MARKER: DD = SURVEY DISK
 CM2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2103
 CM2103  HISTORY     - Date     Condition        Report By
 CM2103  HISTORY     - 1974     MONUMENTED       GADT
 CM2103
 CM2103                          STATION DESCRIPTION
 CM2103
 CM2103'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2103'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTHEAST OF
 CM2103'COLUMBUS, 7-1/2 MILES SOUTHWEST OF CATAULA, AND 14 MILES SOUTH
 CM2103'OF HAMILTON ON THE PROPERTY OF MR. J. C. BOYD.
 CM2103'
 CM2103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2103'(HAMILTON ROAD) AND AIRPORT THRUWAY TO THE EAST AND 54TH STREET
 CM2103'TO THE WEST IN NORTH COLUMBUS, GO NORTH ON U.S. HIGHWAY 27 FOR
 CM2103'1.45 MILES TO THE JUNCTION OF WEEMS ROAD (COUNTY ROAD 346) ON
 CM2103'THE RIGHT.  CONTINUE TRAVELING NORTH ON U.S. HIGHWAY 27 FOR
 CM2103'1.75 MILES TO THE JUNCTION OF MOON ROAD (COUNTY ROAD 36) ON THE
 CM2103'RIGHT.  TURN RIGHT, TRAVELING EAST ON MOON ROAD FOR 0.3 MILE TO
 CM2103'A DRIVEWAY ON THE LEFT.  TURN LEFT, TRAVELING NORTH ON THE
 CM2103'DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CM2103'
 CM2103'THE STATION IS LOCATED 33.0 FEET EAST OF THE CENTER OF A GATE,
 CM2103'5.0 FEET NORTHWEST OF A WITNESS POST, AND 165.0 FEET NORTHEAST OF
 CM2103'A 10 INCH CEDAR TREE.  IT IS A STANDARD BRASS DISK STAMPED 106-204,
 CM2103'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM2103'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM2103'DISK STAMPED 106-204, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2103'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.
 CM2103'
 CM2103'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY AND
 CM2103'MOON ROAD, TRAVEL SOUTHEAST ON MOON ROAD FOR 0.1 MILE TO THE
 CM2103'AZIMUTH MARK ON THE LEFT.  THE MARK IS LOCATED 33.0 FEET NORTHEAST
 CM2103'OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A WITNESS POST AND
 CM2103'A FENCELINE PARALLEL WITH THE ROAD, 4 FEET SOUTH OF THE JUNCTION
 CM2103'OF THE FENCELINE AND A FENCELINE GOING NORTHEAST, AND 156.0 FEET
 CM2103'NORTH OF THE CENTERLINE OF A DRIVEWAY GOING EAST.  THE MARK IS
 CM2103'A STANDARD DISK STAMPED 106-204 AZMK, SET IN THE TOP OF A 10
 CM2103'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2103'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2105 ***********************************************************************
 CM2105  DESIGNATION -  BV 106 205
 CM2105  PID         -  CM2105
 CM2105  STATE/COUNTY-  GA/MUSCOGEE
 CM2105  USGS QUAD   -  FORTSON (1985)
 CM2105
 CM2105                         *CURRENT SURVEY CONTROL
 CM2105  ___________________________________________________________________
 CM2105* NAD 83(1994)-  32 33 50.51995(N)    084 52 56.02517(W)     ADJUSTED  
 CM2105* NAVD 88     -       159.     (meters)     522.     (feet)  VERTCON   
 CM2105  ___________________________________________________________________
 CM2105  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 CM2105  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CM2105
 CM2105  HORZ ORDER  -  SECOND
 CM2105
 CM2105.The horizontal coordinates were established by classical geodetic methods
 CM2105.and adjusted by the National Geodetic Survey in September 1997..
 CM2105
 CM2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2105
 CM2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2105
 CM2105.The geoid height was determined by GEOID03.
 CM2105
 CM2105;                    North         East     Units Scale Factor Converg.
 CM2105;SPC GA W     -   284,483.099   632,807.421   MT  0.99995565   -0 23 06.6
 CM2105;SPC GA W     -   933,341.63  2,076,135.68   sFT  0.99995565   -0 23 06.6
 CM2105;UTM  16      - 3,604,935.586   698,819.726   MT  1.00008746   +1 08 24.9
 CM2105
 CM2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2105!SPC GA W     -   0.99997935  x   0.99995565  =   0.99993500
 CM2105!UTM  16      -   0.99997935  x   1.00008746  =   1.00006681
 CM2105
 CM2105:                Primary Azimuth Mark                     Grid Az
 CM2105:SPC GA W     -  BV 106 205 AZ MK                         046 54 17.1
 CM2105:UTM  16      -  BV 106 205 AZ MK                         045 22 45.6
 CM2105
 CM2105|---------------------------------------------------------------------|
 CM2105| PID    Reference Object                     Distance      Geod. Az  |
 CM2105|                                                           dddmmss.s |
 CM2105| CY8548 BV 106 205 AZ MK                                   0463110.5 |
 CM2105| CM2106 BV 106 205 GADT 1974 PTA             29.590 METERS 19054     |
 CM2105|---------------------------------------------------------------------|
 CM2105
 CM2105                          SUPERSEDED SURVEY CONTROL
 CM2105
 CM2105  NAD 83(1994)-  32 33 50.52308(N)    084 52 56.02413(W) AD(       ) 2
 CM2105  NAD 83(1986)-  32 33 50.52524(N)    084 52 56.02440(W) AD(       ) 2
 CM2105  NAD 27      -  32 33 50.02453(N)    084 52 56.27946(W) AD(       ) 2
 CM2105  NGVD 29 (07/19/86)  159.     (m)          522.     (f) VERT ANG       
 CM2105
 CM2105.Superseded values are not recommended for survey control.
 CM2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2105.See file dsdata.txt to determine how the superseded data were derived.
 CM2105
 CM2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9882004936(NAD 83)
 CM2105_MARKER: DD = SURVEY DISK
 CM2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2105
 CM2105  HISTORY     - Date     Condition        Report By
 CM2105  HISTORY     - 1974     MONUMENTED       GADT
 CM2105
 CM2105                          STATION DESCRIPTION
 CM2105
 CM2105'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2105'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTH OF CATAULA,
 CM2105'9 MILES NORTHEAST OF COLUMBUS, AND 11-3/4 MILES SOUTHWEST OF WAVERLY
 CM2105'HALL ON THE PROPERTY OF ANDREW J. WHITTON.
 CM2105'
 CM2105'TO REACH THE STATION FROM THE NORTH ENTRANCE OF THE MUSCOGEE
 CM2105'COUNTY AIRPORT IN COLUMBUS, PROCEED WEST ON AIRPORT THRUWAY FOR
 CM2105'1.5 MILES TO THE JUNCTION OF U.S. HIGHWAY 27 CROSSING.  TURN RIGHT,
 CM2105'TRAVELING NORTH ON U.S. HIGHWAY 27 FOR 1.45 MILES TO WEEMS ROAD
 CM2105'(COUNTY ROAD 346) TO THE RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY
 CM2105'27 FOR 1.75 MILES TO MOON ROAD (COUNTY ROAD 36) TO THE RIGHT.
 CM2105'CONTINUE NORTH ON U.S. HIGHWAY 27 FOR 2.55 MILES TO PIERCE CHAPEL
 CM2105'ROAD (COUNTY ROAD 9635) TO THE RIGHT.  TURN RIGHT ON PIERCE
 CM2105'CHAPEL ROAD, TRAVELING EAST FOR 2.5 MILES TO THE WHITTON
 CM2105'DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO THE DRIVEWAY AND FOLLOW
 CM2105'IT FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM2105'SOUTHWESTERLY ON THE DRIVEWAY PASSING THE WHITTON RESIDENCE FOR
 CM2105'0.3 MILE TO A BARN AND THE STATION.
 CM2105'
 CM2105'THE STATION IS A STANDARD BRASS DISK STAMPED 106-205, SET IN THE
 CM2105'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2105'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2105'106-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2105'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 12.3 FEET
 CM2105'SOUTHEAST OF A POWER POLE, 38 FEET NORTHWEST OF THE CORNER OF A
 CM2105'MILK BARN AND A WITNESS POST, AND 81 FEET WEST OF THE NORTH
 CM2105'CORNER OF THE MILK BARN.
 CM2105'
 CM2105'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 106-205 AZMK, SET IN
 CM2105'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2105'SURFACE OF THE GROUND.  IT IS LOCATED 67.5 FEET SOUTH OF A 12 INCH
 CM2105'PINE TREE IN A FENCE CORNER, 59 FEET SOUTH-SOUTHWEST OF A 15 INCH
 CM2105'TWIN PINE, 43.5 FEET NORTHWEST OF A WITNESS POST SET ON THE SOUTH
 CM2105'SIDE OF THE DRIVEWAY, 72 FEET NORTHEAST OF A 15 INCH PINE TREE,
 CM2105'AND 127 FEET WEST OF THE POINT OF INTERSECTION OF THE
 CM2105'CENTERLINES OF THE DRIVEWAY AND PIERCE CHAPEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2081 ***********************************************************************
 CM2081  DESIGNATION -  BV 106 206
 CM2081  PID         -  CM2081
 CM2081  STATE/COUNTY-  GA/MUSCOGEE
 CM2081  USGS QUAD   -  MIDLAND (1985)
 CM2081
 CM2081                         *CURRENT SURVEY CONTROL
 CM2081  ___________________________________________________________________
 CM2081* NAD 83(1994)-  32 33 38.27695(N)    084 45 19.31837(W)     ADJUSTED  
 CM2081* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 CM2081  ___________________________________________________________________
 CM2081  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 CM2081  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CM2081
 CM2081  HORZ ORDER  -  SECOND
 CM2081
 CM2081.The horizontal coordinates were established by classical geodetic methods
 CM2081.and adjusted by the National Geodetic Survey in September 1997..
 CM2081
 CM2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2081
 CM2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2081
 CM2081.The geoid height was determined by GEOID03.
 CM2081
 CM2081;                    North         East     Units Scale Factor Converg.
 CM2081;SPC GA W     -   284,033.004   644,718.191   MT  0.99993767   -0 19 00.6
 CM2081;SPC GA W     -   931,864.95  2,115,212.93   sFT  0.99993767   -0 19 00.6
 CM2081;UTM  16      - 3,604,802.687   710,740.293   MT  1.00014767   +1 12 30.6
 CM2081
 CM2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2081!SPC GA W     -   0.99997946  x   0.99993767  =   0.99991714
 CM2081!UTM  16      -   0.99997946  x   1.00014767  =   1.00012713
 CM2081
 CM2081|---------------------------------------------------------------------|
 CM2081| PID    Reference Object                     Distance      Geod. Az  |
 CM2081|                                                           dddmmss.s |
 CM2081| CM2082 BV 106 206 GADT 1974 PTA             21.405 METERS 22929     |
 CM2081| CY8549 BV 106 206 AZ MK                                   2462134.4 |
 CM2081|---------------------------------------------------------------------|
 CM2081
 CM2081                          SUPERSEDED SURVEY CONTROL
 CM2081
 CM2081  NAD 83(1994)-  32 33 38.28071(N)    084 45 19.31760(W) AD(       ) 2
 CM2081  NAD 83(1986)-  32 33 38.28208(N)    084 45 19.31770(W) AD(       ) 2
 CM2081  NAD 27      -  32 33 37.77895(N)    084 45 19.58368(W) AD(       ) 2
 CM2081  NGVD 29 (07/19/86)  158.     (m)          518.     (f) VERT ANG       
 CM2081
 CM2081.Superseded values are not recommended for survey control.
 CM2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2081.See file dsdata.txt to determine how the superseded data were derived.
 CM2081
 CM2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1074004803(NAD 83)
 CM2081_MARKER: DD = SURVEY DISK
 CM2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2081
 CM2081  HISTORY     - Date     Condition        Report By
 CM2081  HISTORY     - 1974     MONUMENTED       GADT
 CM2081
 CM2081                          STATION DESCRIPTION
 CM2081
 CM2081'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2081'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES SOUTH OF
 CM2081'ELLERSLIE, 8-1/2 MILES SOUTH OF WAVERLY HALL, AND 13 MILES
 CM2081'NORTHEAST OF COLUMBUS ON COUNTY RIGHT OF WAY.
 CM2081'
 CM2081'TO REACH THE STATION FROM THE JUNCTION OF THE COLUMBUS-MANCHESTER
 CM2081'EXPRESSWAY (U.S. HIGHWAY 27 ALT AND STATE ROUTE 85) AND
 CM2081'U.S. HIGHWAY 80 (STATE ROUTE 22 SPUR) AT THE FLAT ROCK ROAD
 CM2081'INTERCHANGE LOCATED ABOUT 9 MILES NORTHEAST OF COLUMBUS, GO EAST
 CM2081'ALONG U.S. HIGHWAY 80 (STATE ROUTE 22 SPUR) FOR 1.6 MILES TO THE
 CM2081'JUNCTION OF STATE ROUTE 22 (MACON ROAD) MERGING FROM THE
 CM2081'RIGHT.  CONTINUE EAST ALONG U.S. HIGHWAY 80 (STATE ROUTE 22)
 CM2081'FOR 4.2 MILES TO MIDLAND ROAD (COUNTY ROAD 10) CROSSING.
 CM2081'CONTINUE ON U.S. HIGHWAY 80 (STATE ROUTE 22) FOR 0.6 MILE TO
 CM2081'FULTON ROAD (COUNTY ROAD 5) TO THE LEFT AND UPATOI LANE TO THE
 CM2081'RIGHT.  TURN LEFT, GOING NORTHEAST ON FULTON ROAD FOR 0.35
 CM2081'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 CM2081'FULTON ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CM2081'
 CM2081'THE STATION IS A STANDARD BRASS DISK STAMPED 106-206, SET IN
 CM2081'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2081'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2081'STAMPED 106-206 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM2081'33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 2 FEET
 CM2081'NORTHWEST OF A WITNESS POST, 35.5 FEET SOUTHEAST OF THE
 CM2081'CENTERLINE OF FULTON ROAD, 80 FEET SOUTHWEST OF A 12 INCH CEDAR
 CM2081'TREE, 93.5 FEET WEST OF THE JUNCTION OF A FENCELINE ON THE
 CM2081'NORTHWEST SIDE OF THE ROAD.
 CM2081'
 CM2081'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 106-206 AZMK, SET
 CM2081'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2081'SURFACE OF THE GROUND.  IT IS LOCATED 28.2 FEET NORTHWEST OF THE
 CM2081'CENTERLINE OF FULTON ROAD, 2.7 FEET SOUTHEAST OF A WITNESS POST,
 CM2081'213 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 CM2081'CENTERLINES OF FULTON ROAD AND A DRIVEWAY GOING NORTHWEST, AND
 CM2081'69.0 FEET WEST OF A POWER POLE ON THE SOUTHEAST SIDE OF THE
 CM2081'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2085 ***********************************************************************
 CM2085  DESIGNATION -  BV 106 207
 CM2085  PID         -  CM2085
 CM2085  STATE/COUNTY-  GA/MUSCOGEE
 CM2085  USGS QUAD   -  MIDLAND (1985)
 CM2085
 CM2085                         *CURRENT SURVEY CONTROL
 CM2085  ___________________________________________________________________
 CM2085* NAD 83(1994)-  32 35 00.20673(N)    084 46 47.44717(W)     ADJUSTED  
 CM2085* NAVD 88     -       169.     (meters)     554.     (feet)  VERTCON   
 CM2085  ___________________________________________________________________
 CM2085  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CM2085  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CM2085
 CM2085  HORZ ORDER  -  SECOND
 CM2085
 CM2085.The horizontal coordinates were established by classical geodetic methods
 CM2085.and adjusted by the National Geodetic Survey in September 1997..
 CM2085
 CM2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2085
 CM2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2085
 CM2085.The geoid height was determined by GEOID03.
 CM2085
 CM2085;                    North         East     Units Scale Factor Converg.
 CM2085;SPC GA W     -   286,569.611   642,433.881   MT  0.99994085   -0 19 48.8
 CM2085;SPC GA W     -   940,187.13  2,107,718.49   sFT  0.99994085   -0 19 48.8
 CM2085;UTM  16      - 3,607,278.070   708,388.775   MT  1.00013551   +1 11 45.8
 CM2085
 CM2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2085!SPC GA W     -   0.99997775  x   0.99994085  =   0.99991861
 CM2085!UTM  16      -   0.99997775  x   1.00013551  =   1.00011326
 CM2085
 CM2085:                Primary Azimuth Mark                     Grid Az
 CM2085:SPC GA W     -  BV 106 207 AZ MK                         088 00 08.8
 CM2085:UTM  16      -  BV 106 207 AZ MK                         086 28 34.2
 CM2085
 CM2085|---------------------------------------------------------------------|
 CM2085| PID    Reference Object                     Distance      Geod. Az  |
 CM2085|                                                           dddmmss.s |
 CM2085| CY8550 BV 106 207 AZ MK                                   0874020.0 |
 CM2085| CM2083 POPE                                APPROX. 2.7 KM 1910024.5 |
 CM2085| CM2084 BV 106 207 GADT 1974 PTA             27.722 METERS 31031     |
 CM2085|---------------------------------------------------------------------|
 CM2085
 CM2085                          SUPERSEDED SURVEY CONTROL
 CM2085
 CM2085  NAD 83(1994)-  32 35 00.21040(N)    084 46 47.44653(W) AD(       ) 2
 CM2085  NAD 83(1986)-  32 35 00.21189(N)    084 46 47.44645(W) AD(       ) 2
 CM2085  NAD 27      -  32 34 59.71206(N)    084 46 47.70943(W) AD(       ) 2
 CM2085  NGVD 29 (07/19/86)  169.     (m)          554.     (f) VERT ANG       
 CM2085
 CM2085.Superseded values are not recommended for survey control.
 CM2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2085.See file dsdata.txt to determine how the superseded data were derived.
 CM2085
 CM2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0838907278(NAD 83)
 CM2085_MARKER: DD = SURVEY DISK
 CM2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2085
 CM2085  HISTORY     - Date     Condition        Report By
 CM2085  HISTORY     - 1974     MONUMENTED       GADT
 CM2085
 CM2085                          STATION DESCRIPTION
 CM2085
 CM2085'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2085'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 CM2085'ELLERSLIE, 14 MILES NORTHEAST OF COLUMBUS, AND 13 MILES SOUTHEAST
 CM2085'OF HAMILTON ON COUNTY RIGHT OF WAY.
 CM2085'
 CM2085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2085'ALT AND STATE ROUTE 315 WEST, LOCATED IN ELLERSLIE, ABOUT 5-1/2
 CM2085'MILES SOUTHWEST OF WAVERLY HALL, TRAVEL SOUTH ON U.S. HIGHWAY 27
 CM2085'ALT FOR 3.5 MILES TO THE JUNCTION OF COUNTY LINE ROAD (COUNTY
 CM2085'ROAD 12) CROSSING.  TURN LEFT, TRAVELING EAST ON COUNTY LINE
 CM2085'ROAD FOR 2.5 MILES TO THE JUNCTION OF CENTRAL CHURCH ROAD
 CM2085'(COUNTY ROAD 187) TO THE LEFT.  CONTINUE TRAVELING ON COUNTY
 CM2085'LINE ROAD IN AN EASTERLY DIRECTION FOR 0.15 MILE TO THE STATION
 CM2085'ON THE RIGHT.
 CM2085'
 CM2085'THE STATION IS LOCATED 26.0 FEET SOUTH OF THE CENTERLINE OF THE
 CM2085'ROAD, 2.5 FEET NORTH OF A WITNESS POST SET ON A FENCELINE, 68.0
 CM2085'FEET SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE ROAD,
 CM2085'AND 31.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY GOING SOUTH
 CM2085'THROUGH A GATE TO A PASTURE.  THE STATION IS A STANDARD BRASS
 CM2085'DISK STAMPED 106-207, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM2085'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 CM2085'UNDERGROUND MARK IS A STANDARD DISK STAMPED 106-207, SET IN AN
 CM2085'IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW THE
 CM2085'SURFACE OF THE GROUND.
 CM2085'
 CM2085'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL EAST ON
 CM2085'COUNTY LINE ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS
 CM2085'LOCATED 53.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.1 FEET
 CM2085'SOUTH OF A WITNESS POST SET ON A WOODSLINE, 17.5 FEET SOUTHWEST
 CM2085'OF A 12 INCH PINE TREE, AND 120.0 FEET EAST-SOUTHEAST OF A
 CM2085'TELEPHONE POLE.  THE MARK IS A STANDARD DISK STAMPED 106-207
 CM2085'AZMK, SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2085'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1954 ***********************************************************************
 CM1954  DESIGNATION -  BV 106 209 GADT 1974
 CM1954  PID         -  CM1954
 CM1954  STATE/COUNTY-  GA/MUSCOGEE
 CM1954  USGS QUAD   -  COLUMBUS (1983)
 CM1954
 CM1954                         *CURRENT SURVEY CONTROL
 CM1954  ___________________________________________________________________
 CM1954* NAD 83(1994)-  32 28 04.68639(N)    084 57 52.28164(W)     ADJUSTED  
 CM1954* NAVD 88     -       176.4    (meters)     579.     (feet)  VERTCON   
 CM1954  ___________________________________________________________________
 CM1954  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CM1954  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CM1954
 CM1954  HORZ ORDER  -  SECOND
 CM1954
 CM1954.The horizontal coordinates were established by classical geodetic methods
 CM1954.and adjusted by the National Geodetic Survey in September 1997..
 CM1954
 CM1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1954
 CM1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1954
 CM1954.The geoid height was determined by GEOID03.
 CM1954
 CM1954;                    North         East     Units Scale Factor Converg.
 CM1954;SPC GA W     -   273,885.462   624,999.977   MT  0.99996934   -0 25 42.0
 CM1954;SPC GA W     -   898,572.55  2,050,520.76   sFT  0.99996934   -0 25 42.0
 CM1954;UTM  16      - 3,594,132.979   691,295.975   MT  1.00005127   +1 05 34.9
 CM1954
 CM1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1954!SPC GA W     -   0.99997659  x   0.99996934  =   0.99994593
 CM1954!UTM  16      -   0.99997659  x   1.00005127  =   1.00002786
 CM1954
 CM1954:                Primary Azimuth Mark                     Grid Az
 CM1954:SPC GA W     -  COLUMBUS NORRIS RD N TANK                046 51 20.3
 CM1954:UTM  16      -  COLUMBUS NORRIS RD N TANK                045 20 03.4
 CM1954
 CM1954|---------------------------------------------------------------------|
 CM1954| PID    Reference Object                     Distance      Geod. Az  |
 CM1954|                                                           dddmmss.s |
 CM1954| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 4.0 KM 0462538.3 |
 CM1954| CM1940 COLUMBUS NORRIS RD S TANK           APPROX. 4.0 KM 0463945.7 |
 CM1954| CM1889 COLUMBUS SCHATUCGO RD TANK          APPROX. 8.9 KM 0850538.3 |
 CM1954| CM1948 COLUMBUS TV STA WYEA MAST           APPROX. 7.5 KM 0983514.4 |
 CM1954| CM1952 COLUMBUS SWIFT TEXTILES TANK        APPROX. 1.9 KM 2835559.9 |
 CM1954| CM1925 COLUMBUS TALL STACK                 APPROX. 1.9 KM 2883403.4 |
 CM1954|---------------------------------------------------------------------|
 CM1954
 CM1954                          SUPERSEDED SURVEY CONTROL
 CM1954
 CM1954  NAD 83(1994)-  32 28 04.68923(N)    084 57 52.27991(W) AD(       ) 2
 CM1954  NAD 83(1986)-  32 28 04.69188(N)    084 57 52.28107(W) AD(       ) 2
 CM1954  NAD 27      -  32 28 04.17728(N)    084 57 52.52959(W) AD(       ) 2
 CM1954  NGVD 29 (07/19/86)  176.4    (m)          579.     (f) VERT ANG       
 CM1954
 CM1954.Superseded values are not recommended for survey control.
 CM1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1954.See file dsdata.txt to determine how the superseded data were derived.
 CM1954
 CM1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9129694133(NAD 83)
 CM1954_MARKER: DD = SURVEY DISK
 CM1954_SETTING: 0 = UNSPECIFIED SETTING
 CM1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1954
 CM1954  HISTORY     - Date     Condition        Report By
 CM1954  HISTORY     - 1974     MONUMENTED       GADT
 CM1954
 CM1954                          STATION DESCRIPTION
 CM1954
 CM1954'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1954'THE STATION IS LOCATED IN COLUMBUS ON TOP OF THE AMERICAN FAMILY
 CM1954'LIFE TOWER BUILDING AT 1932 WYNNTON ROAD OWNED BY THE AMERICAN
 CM1954'FAMILY LIFE ASSURANCE COMPANY OF COLUMBUS.
 CM1954'
 CM1954'TO REACH THE BUILDING FROM THE JUNCTION OF STATE ROUTE 22, MACON
 CM1954'ROAD, AND STATE ROUTE 1, LINDSEY CREEK BY-PASS, IN COLUMBUS, GO
 CM1954'WEST ALONG STATE ROUTE 22 FOR 1.9 MILES TO THE AMERICAN FAMILY
 CM1954'LIFE TOWER BUILDING ON THE LEFT.
 CM1954'
 CM1954'THE STATION IS LOCATED ON TOP OF THE PENTHOUSE, THE HIGHEST
 CM1954'POINT ON THE BUILDING, APPROXIMATELY 20 STORIES ABOVE THE GROUND
 CM1954'SURFACE, 10.86 FEET SOUTH OF THE NORTH EDGE OF THE PENTHOUSE
 CM1954'ROOF, 12.23 FEET EAST OF THE WEST EDGE OF THE PENTHOUSE ROOF,
 CM1954'28.34 FEET NORTH OF THE SOUTH EDGE OF THE PENTHOUSE ROOF, 14.60
 CM1954'FEET WEST OF THE EAST EDGE OF THE PENTHOUSE ROOF, AND 10.1 FEET
 CM1954'NORTH OF A TWO-INCH DIAMETER PIPE SUPPORTING TWO SMALL AIRWAY
 CM1954'OBSTRUCTION WARNING LIGHTS ABOUT 8 FEET ABOVE THE SURFACE OF
 CM1954'THE PENTHOUSE ROOF.  IT IS A STANDARD BRASS DISK, STAMPED 106
 CM1954'209, SET IN A DRILL HOLE FLUSH WITH THE CONCRETE SURFACE OF
 CM1954'THE ROOF.
 CM1954'
 CM1954'THE STATIONS LISTED ABOVE WILL SERVE FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1951 ***********************************************************************
 CM1951  DESIGNATION -  BV 106 210 GADT 1974
 CM1951  PID         -  CM1951
 CM1951  STATE/COUNTY-  GA/MUSCOGEE
 CM1951  USGS QUAD   -  COLUMBUS (1983)
 CM1951
 CM1951                         *CURRENT SURVEY CONTROL
 CM1951  ___________________________________________________________________
 CM1951* NAD 83(1994)-  32 28 22.17148(N)    084 58 20.32857(W)     ADJUSTED  
 CM1951* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 CM1951  ___________________________________________________________________
 CM1951  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 CM1951  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CM1951
 CM1951  HORZ ORDER  -  SECOND
 CM1951
 CM1951.The horizontal coordinates were established by classical geodetic methods
 CM1951.and adjusted by the National Geodetic Survey in September 1997..
 CM1951
 CM1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1951
 CM1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1951
 CM1951.The geoid height was determined by GEOID03.
 CM1951
 CM1951;                    North         East     Units Scale Factor Converg.
 CM1951;SPC GA W     -   274,429.547   624,271.671   MT  0.99997069   -0 25 57.3
 CM1951;SPC GA W     -   900,357.61  2,048,131.31   sFT  0.99997069   -0 25 57.3
 CM1951;UTM  16      - 3,594,657.577   690,553.420   MT  1.00004778   +1 05 20.4
 CM1951
 CM1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1951!SPC GA W     -   0.99999005  x   0.99997069  =   0.99996074
 CM1951!UTM  16      -   0.99999005  x   1.00004778  =   1.00003783
 CM1951
 CM1951:                Primary Azimuth Mark                     Grid Az
 CM1951:SPC GA W     -  COURTHOUSE                               240 17 52.2
 CM1951:UTM  16      -  COURTHOUSE                               238 46 34.5
 CM1951
 CM1951|---------------------------------------------------------------------|
 CM1951| PID    Reference Object                     Distance      Geod. Az  |
 CM1951|                                                           dddmmss.s |
 CM1951| CM1955 COURTHOUSE                          APPROX. 2.1 KM 2395154.9 |
 CM1951|---------------------------------------------------------------------|
 CM1951
 CM1951                          SUPERSEDED SURVEY CONTROL
 CM1951
 CM1951  NAD 83(1994)-  32 28 22.17429(N)    084 58 20.32687(W) AD(       ) 2
 CM1951  NAD 83(1986)-  32 28 22.17699(N)    084 58 20.32804(W) AD(       ) 2
 CM1951  NAD 27      -  32 28 21.66310(N)    084 58 20.57590(W) AD(       ) 2
 CM1951  NGVD 29 (07/19/86)   90.7    (m)          298.     (f) VERT ANG       
 CM1951
 CM1951.Superseded values are not recommended for survey control.
 CM1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1951.See file dsdata.txt to determine how the superseded data were derived.
 CM1951
 CM1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9055394658(NAD 83)
 CM1951_MARKER: DD = SURVEY DISK
 CM1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1951+STABILITY: SURFACE MOTION
 CM1951
 CM1951  HISTORY     - Date     Condition        Report By
 CM1951  HISTORY     - 1974     MONUMENTED       GADT
 CM1951
 CM1951                          STATION DESCRIPTION
 CM1951
 CM1951'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1951'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF COLUMBUS ON
 CM1951'THE PROPERTY OF THE HOUSING AUTHORITY OF COLUMBUS.
 CM1951'
 CM1951'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1951'(4TH AVENUE) AND 13TH STREET (STATE ROUTES 22 AND 103) IN
 CM1951'COLUMBUS, TRAVEL EAST ON 13TH STREET FOR 0.85 MILE TO THE JUNCTION
 CM1951'OF 13TH AVENUE ON THE LEFT AND BUENA VISTA ROAD (STATE ROUTES
 CM1951'22 AND 103) TO THE RIGHT.  TURN LEFT ON 13TH AVENUE, TRAVELING
 CM1951'NORTH FOR 0.15 MILE TO THE JUNCTION OF 14TH STREET CROSSING.
 CM1951'TURN RIGHT ON 14TH STREET, TRAVELING EAST FOR 0.05 MILE TO THE
 CM1951'JUNCTION OF DE LAUNEY AVENUE ON THE RIGHT.  CONTINUE TRAVELING
 CM1951'EAST ON 14TH STREET FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CM1951'
 CM1951'THE STATION IS A STANDARD BRASS DISK STAMPED 106-210, SET IN
 CM1951'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1951'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM1951'DISK STAMPED 106-210, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1951'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1951'LOCATED 29.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF 14TH
 CM1951'STREET, 21.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST AT THE
 CM1951'CORNER OF A PARKING LOT, 13.0 FEET SOUTHEAST OF A 4 INCH MAPLE
 CM1951'TREE, 33.2 FEET SOUTHWEST OF A WATER FAUCET BY A FORKED WATER OAK
 CM1951'TREE, AND 225.0 FEET EAST OF THE POINT OF INTERSECTION OF
 CM1951'DELAUNEY AVENUE AND 14TH STREET.
 CM1951'
 CM1951'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.  ST. JAMES
 CM1951'AME CH SPIRE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1941 ***********************************************************************
 CM1941  DESIGNATION -  BV 106 211
 CM1941  PID         -  CM1941
 CM1941  STATE/COUNTY-  GA/MUSCOGEE
 CM1941  USGS QUAD   -  COLUMBUS (1983)
 CM1941
 CM1941                         *CURRENT SURVEY CONTROL
 CM1941  ___________________________________________________________________
 CM1941* NAD 83(1994)-  32 28 57.67797(N)    084 56 21.83074(W)     ADJUSTED  
 CM1941* NAVD 88     -        92.2    (meters)     302.     (feet)  VERTCON   
 CM1941  ___________________________________________________________________
 CM1941  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CM1941  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CM1941
 CM1941  HORZ ORDER  -  SECOND
 CM1941
 CM1941.The horizontal coordinates were established by classical geodetic methods
 CM1941.and adjusted by the National Geodetic Survey in September 1997..
 CM1941
 CM1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1941
 CM1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1941
 CM1941.The geoid height was determined by GEOID03.
 CM1941
 CM1941;                    North         East     Units Scale Factor Converg.
 CM1941;SPC GA W     -   275,500.347   627,373.682   MT  0.99996502   -0 24 54.0
 CM1941;SPC GA W     -   903,870.72  2,058,308.49   sFT  0.99996502   -0 24 54.0
 CM1941;UTM  16      - 3,595,810.479   693,626.169   MT  1.00006233   +1 06 25.1
 CM1941
 CM1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1941!SPC GA W     -   0.99998981  x   0.99996502  =   0.99995483
 CM1941!UTM  16      -   0.99998981  x   1.00006233  =   1.00005214
 CM1941
 CM1941:                Primary Azimuth Mark                     Grid Az
 CM1941:SPC GA W     -  COLUMBUS NORRIS RD N TANK                026 18 49.2
 CM1941:UTM  16      -  COLUMBUS NORRIS RD N TANK                024 47 30.1
 CM1941
 CM1941|---------------------------------------------------------------------|
 CM1941| PID    Reference Object                     Distance      Geod. Az  |
 CM1941|                                                           dddmmss.s |
 CM1941| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 1.3 KM 0255355.2 |
 CM1941| CM1940 COLUMBUS NORRIS RD S TANK           APPROX. 1.2 KM 0261855.9 |
 CM1941| CY8552 BV 106 211 AZ MK                                   3385428.9 |
 CM1941|---------------------------------------------------------------------|
 CM1941
 CM1941                          SUPERSEDED SURVEY CONTROL
 CM1941
 CM1941  NAD 83(1994)-  32 28 57.68092(N)    084 56 21.82910(W) AD(       ) 2
 CM1941  NAD 83(1986)-  32 28 57.68339(N)    084 56 21.83014(W) AD(       ) 2
 CM1941  NAD 27      -  32 28 57.17022(N)    084 56 22.08105(W) AD(       ) 2
 CM1941  NGVD 29 (07/19/86)   92.2    (m)          302.     (f) VERT ANG       
 CM1941
 CM1941.Superseded values are not recommended for survey control.
 CM1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1941.See file dsdata.txt to determine how the superseded data were derived.
 CM1941
 CM1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9362695810(NAD 83)
 CM1941_MARKER: DD = SURVEY DISK
 CM1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1941
 CM1941  HISTORY     - Date     Condition        Report By
 CM1941  HISTORY     - 1974     MONUMENTED       GADT
 CM1941  HISTORY     - 20050616 MARK NOT FOUND   INDIV
 CM1941
 CM1941                          STATION DESCRIPTION
 CM1941
 CM1941'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1941'THE STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 1 (LINDSEY
 CM1941'CREEK BY-PASS) AND STATE ROUTE 22 (MACON ROAD) IN COLUMBUS ON
 CM1941'STATE RIGHT OF WAY.  IT IS A STANDARD BRASS DISK STAMPED 106-211,
 CM1941'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1941'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1941'DISK STAMPED 106-211, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 CM1941'34 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED IN
 CM1941'THE MEDIAN OF STATE ROUTE 1, 8.7 FEET EAST OF THE SOUTHEAST END
 CM1941'POST OF THE SOUTHBOUND LANE BRIDGE, 23.5 FEET SOUTHWEST OF THE
 CM1941'SOUTHWEST END POST OF THE NORTHBOUND LANE BRIDGE, 23.0 FEET WEST OF
 CM1941'THE EAST EDGE OF THE NORTHBOUND LANE BRIDGE, AND 3.8 FEET SOUTH OF
 CM1941'A WITNESS POST.
 CM1941'
 CM1941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 CM1941'STATE ROUTE 1 (LINDSEY CREEK BY-PASS) FOR 0.7 MILE TO THE MARK
 CM1941'ON THE LEFT.  IT IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 CM1941'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM1941'IT IS LOCATED 12.9 FEET SOUTH OF THE SOUTHWEST END OF THE STATE
 CM1941'ROUTE 1 SOUTHBOUND LANE BRIDGE OVER EDGEWOOD AVENUE, 5.0 FEET
 CM1941'SOUTH OF A WITNESS POST, 5.1 FEET WEST OF THE WEST EDGE OF
 CM1941'THE HIGHWAY PAVEMENT, AND 20.2 FEET SOUTHEAST OF THE FIRST
 CM1941'CORNER POST OF A FENCE RUNNING WEST FROM THE BRIDGE.
 CM1941
 CM1941                          STATION RECOVERY (2005)
 CM1941
 CM1941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CM1941'INTERSTATE 185 (AKA LINDSEY CREEK BY-PASS) HAS BEEN RECONSTRUCTED
 CM1941'SINCE THE 1974 DESCRIPTION. THE ADDITION OF TRAVEL LANES HAS
 CM1941'ELIMINATED THE MEDIAN. THERE IS NOW A CONCRETE WALL SEPARATING THE
 CM1941'NORTH AND SOUTH BOUND LANES OF TRAFFIC. THE MONUMENT AND ITS AZIMUTH
 CM1941'MARK APPEAR TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1956 ***********************************************************************
 CM1956  DESIGNATION -  BV 106 212
 CM1956  PID         -  CM1956
 CM1956  STATE/COUNTY-  GA/MUSCOGEE
 CM1956  USGS QUAD   -  COLUMBUS (1983)
 CM1956
 CM1956                         *CURRENT SURVEY CONTROL
 CM1956  ___________________________________________________________________
 CM1956* NAD 83(1994)-  32 27 44.38411(N)    084 55 43.64869(W)     ADJUSTED  
 CM1956* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 CM1956  ___________________________________________________________________
 CM1956  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CM1956  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CM1956
 CM1956  HORZ ORDER  -  SECOND
 CM1956
 CM1956.The horizontal coordinates were established by classical geodetic methods
 CM1956.and adjusted by the National Geodetic Survey in September 1997..
 CM1956
 CM1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1956
 CM1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1956
 CM1956.The geoid height was determined by GEOID03.
 CM1956
 CM1956;                    North         East     Units Scale Factor Converg.
 CM1956;SPC GA W     -   273,235.558   628,354.417   MT  0.99996328   -0 24 32.7
 CM1956;SPC GA W     -   896,440.33  2,061,526.12   sFT  0.99996328   -0 24 32.7
 CM1956;UTM  16      - 3,593,572.305   694,666.800   MT  1.00006732   +1 06 43.4
 CM1956
 CM1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1956!SPC GA W     -   0.99998924  x   0.99996328  =   0.99995253
 CM1956!UTM  16      -   0.99998924  x   1.00006732  =   1.00005656
 CM1956
 CM1956:                Primary Azimuth Mark                     Grid Az
 CM1956:SPC GA W     -  BV 106 212 AZ MK                         348 31 34.0
 CM1956:UTM  16      -  BV 106 212 AZ MK                         347 00 17.9
 CM1956
 CM1956|---------------------------------------------------------------------|
 CM1956| PID    Reference Object                     Distance      Geod. Az  |
 CM1956|                                                           dddmmss.s |
 CM1956| CY8553 BV 106 212 AZ MK                                   3480701.3 |
 CM1956| CM1940 COLUMBUS NORRIS RD S TANK           APPROX. 3.4 KM 3522930.4 |
 CM1956| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 3.4 KM 3523428.1 |
 CM1956|---------------------------------------------------------------------|
 CM1956
 CM1956                          SUPERSEDED SURVEY CONTROL
 CM1956
 CM1956  NAD 83(1994)-  32 27 44.38710(N)    084 55 43.64694(W) AD(       ) 2
 CM1956  NAD 83(1986)-  32 27 44.38952(N)    084 55 43.64819(W) AD(       ) 2
 CM1956  NAD 27      -  32 27 43.87434(N)    084 55 43.90048(W) AD(       ) 2
 CM1956  NGVD 29 (07/19/86)   95.7    (m)          314.     (f) VERT ANG       
 CM1956
 CM1956.Superseded values are not recommended for survey control.
 CM1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1956.See file dsdata.txt to determine how the superseded data were derived.
 CM1956
 CM1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9466793572(NAD 83)
 CM1956_MARKER: DD = SURVEY DISK
 CM1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1956
 CM1956  HISTORY     - Date     Condition        Report By
 CM1956  HISTORY     - 1974     MONUMENTED       GADT
 CM1956
 CM1956                          STATION DESCRIPTION
 CM1956
 CM1956'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1956'THE STATION IS LOCATED AT THE STATE ROUTE 357 (BUENA VISTA ROAD)
 CM1956'BRIDGE OVER STATE ROUTE 1 (LINDSEY CREEK BY-PASS) IN COLUMBUS.
 CM1956'
 CM1956'THE STATION IS A STANDARD BRASS DISK STAMPED 106-212, SET IN
 CM1956'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1956'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1956'STAMPED 106-212, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1956'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1956'LOCATED 35 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 357,
 CM1956'11 FEET EAST OF A WITNESS POST, 17.5 FEET EAST OF THE EAST END
 CM1956'OF THE SOUTH BRIDGE RAIL, AND 1.8 FEET SOUTH OF THE SOUTH
 CM1956'EDGE OF A SIDEWALK.
 CM1956'
 CM1956'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 CM1956'STATE ROUTE 1 (LINDSEY CREEK BY-PASS) FOR 0.5 MILE AND THE MARK
 CM1956'ON THE LEFT IN THE HIGHWAY MEDIAN.  IT IS A STANDARD DISK STAMPED
 CM1956'106-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1956'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 13 FEET
 CM1956'NORTH OF A FENCE BETWEEN TWO BRIDGES OVER A CREEK, 24.8 FEET
 CM1956'EAST OF THE NORTH END OF THE EAST BRIDGE RAIL OF THE NORTHBOUND
 CM1956'LANE BRIDGE, 17.1 FEET WEST OF THE NORTH END OF THE WEST
 CM1956'BRIDGE RAIL OF THE SOUTHBOUND BRIDGE, AND 4.2 FEET NORTH OF A
 CM1956'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1888 ***********************************************************************
 CM1888  DESIGNATION -  BV 106 213 GADT 1974
 CM1888  PID         -  CM1888
 CM1888  STATE/COUNTY-  GA/MUSCOGEE
 CM1888  USGS QUAD   -  OCHILLEE (1993)
 CM1888
 CM1888                         *CURRENT SURVEY CONTROL
 CM1888  ___________________________________________________________________
 CM1888* NAD 83(1994)-  32 28 21.15027(N)    084 52 17.18949(W)     ADJUSTED  
 CM1888* NAVD 88     -       155.8    (meters)     511.     (feet)  VERTCON   
 CM1888  ___________________________________________________________________
 CM1888  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CM1888  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CM1888
 CM1888  HORZ ORDER  -  SECOND
 CM1888
 CM1888.The horizontal coordinates were established by classical geodetic methods
 CM1888.and adjusted by the National Geodetic Survey in September 1997..
 CM1888
 CM1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1888
 CM1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1888
 CM1888.The geoid height was determined by GEOID03.
 CM1888
 CM1888;                    North         East     Units Scale Factor Converg.
 CM1888;SPC GA W     -   274,330.986   633,753.337   MT  0.99995410   -0 22 42.3
 CM1888;SPC GA W     -   900,034.24  2,079,239.07   sFT  0.99995410   -0 22 42.3
 CM1888;UTM  16      - 3,594,810.838   700,035.387   MT  1.00009345   +1 08 35.5
 CM1888
 CM1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1888!SPC GA W     -   0.99997978  x   0.99995410  =   0.99993388
 CM1888!UTM  16      -   0.99997978  x   1.00009345  =   1.00007323
 CM1888
 CM1888|---------------------------------------------------------------------|
 CM1888| PID    Reference Object                     Distance      Geod. Az  |
 CM1888|                                                           dddmmss.s |
 CM1888| CM1889 COLUMBUS SCHATUCGO RD TANK          284.602 METERS 02757     |
 CM1888| CM1948 COLUMBUS TV STA WYEA MAST           APPROX. 2.1 KM 2191158.1 |
 CM1888| CM1949 COLUMBUS LUNA DR TANK               APPROX. 2.1 KM 2732838.5 |
 CM1888| CM1940 COLUMBUS NORRIS RD S TANK           APPROX. 6.3 KM 2910148.1 |
 CM1888| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 6.3 KM 2911439.7 |
 CM1888|---------------------------------------------------------------------|
 CM1888
 CM1888                          SUPERSEDED SURVEY CONTROL
 CM1888
 CM1888  NAD 83(1994)-  32 28 21.15365(N)    084 52 17.18808(W) AD(       ) 2
 CM1888  NAD 83(1986)-  32 28 21.15554(N)    084 52 17.18892(W) AD(       ) 2
 CM1888  NAD 27      -  32 28 20.63989(N)    084 52 17.44659(W) AD(       ) 2
 CM1888  NGVD 29 (07/19/86)  155.9    (m)          511.     (f) VERT ANG       
 CM1888
 CM1888.Superseded values are not recommended for survey control.
 CM1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1888.See file dsdata.txt to determine how the superseded data were derived.
 CM1888
 CM1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA0003594811(NAD 83)
 CM1888_MARKER: DD = SURVEY DISK
 CM1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1888+STABILITY: SURFACE MOTION
 CM1888
 CM1888  HISTORY     - Date     Condition        Report By
 CM1888  HISTORY     - 1974     MONUMENTED       GADT
 CM1888
 CM1888                          STATION DESCRIPTION
 CM1888
 CM1888'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1888'THE STATION IS LOCATED ON STATE ROUTE 357 IN EAST COLUMBUS.
 CM1888'
 CM1888'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 1 (LINDSEY
 CM1888'CREEK BY-PASS) AND STATE ROUTE 357 (BUENA VISTA ROAD) IN COLUMBUS,
 CM1888'GO EAST ALONG STATE ROUTE 357 FOR 4.15 MILES TO THE MAIN ENTRANCE
 CM1888'TO GREEN ACRES CEMETERY TO THE LEFT.  TURN LEFT, INTO THE
 CM1888'CEMETERY, FOLLOWING THE MAIN ROAD FOR 0.1 MILE TO THE JUNCTION OF
 CM1888'THREE ROADS FORKING AND THE STATION.
 CM1888'
 CM1888'THE STATION IS LOCATED 8.8 FEET EAST OF A WITNESS POST SET AT A
 CM1888'HEDGEROW, 17 FEET SOUTHEAST OF THE NORTH END OF THE HEDGE, 13
 CM1888'FEET NORTHEAST OF THE SOUTH END OF THE HEDGE, 98 FEET SOUTH OF A
 CM1888'POWER POLE, 53.7 FEET EAST-SOUTHEAST OF THE SIDNEY H. INGERSOL
 CM1888'GRAVE MARKER, AND 68.7 FEET NORTHWEST OF THE HIRAM WHITTLESY
 CM1888'GRAVE MARKER.  IT IS A STANDARD BRASS DISK STAMPED 106-213, SET
 CM1888'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1888'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1888'DISK STAMPED 106-213, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1888'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.
 CM1888'
 CM1888'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 CM1888'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1942 ***********************************************************************
 CM1942  DESIGNATION -  BV 106 215
 CM1942  PID         -  CM1942
 CM1942  STATE/COUNTY-  GA/MUSCOGEE
 CM1942  USGS QUAD   -  COLUMBUS (1983)
 CM1942
 CM1942                         *CURRENT SURVEY CONTROL
 CM1942  ___________________________________________________________________
 CM1942* NAD 83(1994)-  32 29 05.76271(N)    084 59 14.96517(W)     ADJUSTED  
 CM1942* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CM1942  ___________________________________________________________________
 CM1942  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CM1942  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CM1942
 CM1942  HORZ ORDER  -  SECOND
 CM1942
 CM1942.The horizontal coordinates were established by classical geodetic methods
 CM1942.and adjusted by the National Geodetic Survey in September 1997..
 CM1942
 CM1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1942
 CM1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1942
 CM1942.The geoid height was determined by GEOID03.
 CM1942
 CM1942;                    North         East     Units Scale Factor Converg.
 CM1942;SPC GA W     -   275,783.138   622,855.384   MT  0.99997336   -0 26 27.1
 CM1942;SPC GA W     -   904,798.51  2,043,484.71   sFT  0.99997336   -0 26 27.1
 CM1942;UTM  16      - 3,595,973.172   689,101.580   MT  1.00004098   +1 04 52.3
 CM1942
 CM1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1942!SPC GA W     -   0.99999064  x   0.99997336  =   0.99996400
 CM1942!UTM  16      -   0.99999064  x   1.00004098  =   1.00003162
 CM1942
 CM1942|---------------------------------------------------------------------|
 CM1942| PID    Reference Object                     Distance      Geod. Az  |
 CM1942|                                                           dddmmss.s |
 CM1942| CM1943 BV 106 215 GADT 1974 PTA             23.538 METERS 14930     |
 CM1942| CY8554 BV 106 215 AZ MK                                   1812332.5 |
 CM1942|---------------------------------------------------------------------|
 CM1942
 CM1942                          SUPERSEDED SURVEY CONTROL
 CM1942
 CM1942  NAD 83(1994)-  32 29 05.76546(N)    084 59 14.96355(W) AD(       ) 2
 CM1942  NAD 83(1986)-  32 29 05.76829(N)    084 59 14.96454(W) AD(       ) 2
 CM1942  NAD 27      -  32 29 05.25601(N)    084 59 15.21064(W) AD(       ) 2
 CM1942  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CM1942
 CM1942.Superseded values are not recommended for survey control.
 CM1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1942.See file dsdata.txt to determine how the superseded data were derived.
 CM1942
 CM1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8910295973(NAD 83)
 CM1942_MARKER: DD = SURVEY DISK
 CM1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1942
 CM1942  HISTORY     - Date     Condition        Report By
 CM1942  HISTORY     - 1974     MONUMENTED       GADT
 CM1942
 CM1942                          STATION DESCRIPTION
 CM1942
 CM1942'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1942'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAYS 27 AND 80
 CM1942'(4TH AVENUE AND STATE ROUTES 85, 1 BUS, AND 103) AND 23RD STREET IN
 CM1942'COLUMBUS.
 CM1942'
 CM1942'THE STATION IS A STANDARD BRASS DISK STAMPED 106-215, SET IN THE
 CM1942'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1942'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1942'106-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1942'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED IN THE
 CM1942'HIGHWAY MEDIAN, 11.7 FEET WEST OF THE WEST EDGE OF THE
 CM1942'NORTHBOUND LANE, 7.0 FEET EAST OF THE EAST EDGE OF THE
 CM1942'SOUTHBOUND LANE, 3.2 FEET SOUTH OF A WITNESS POST, 150 FEET
 CM1942'SOUTH OF THE NOSE OF THE MEDIAN AT 23RD STREET, AND 67 FEET
 CM1942'SOUTHEAST OF THE CENTER OF A MANHOLE COVER IN THE MEDIAN.
 CM1942'
 CM1942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 CM1942'U.S. HIGHWAY 27 AND 80 FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT
 CM1942'IS A STANDARD DISK STAMPED 106-215 AZMK, SET IN THE TOP OF A 10
 CM1942'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1942'GROUND.  IT IS LOCATED IN THE HIGHWAY MEDIAN, 11.7 FEET WEST OF
 CM1942'THE WEST EDGE OF THE NORTHBOUND LANE, 12.4 FEET EAST OF THE EAST
 CM1942'EDGE OF THE SOUTHBOUND LANE, 7.4 FEET NORTH OF A WITNESS POST,
 CM1942'AND ABOUT 110 YARDS NORTH OF THE NOSE OF THE MEDIAN AT 18TH STREET
 CM1942'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2088 ***********************************************************************
 CM2088  DESIGNATION -  BV 106 216
 CM2088  PID         -  CM2088
 CM2088  STATE/COUNTY-  GA/MUSCOGEE
 CM2088  USGS QUAD   -  FORTSON (1985)
 CM2088
 CM2088                         *CURRENT SURVEY CONTROL
 CM2088  ___________________________________________________________________
 CM2088* NAD 83(1994)-  32 30 30.38287(N)    084 59 00.60757(W)     ADJUSTED  
 CM2088* NAVD 88     -       135.9    (meters)     446.     (feet)  VERTCON   
 CM2088  ___________________________________________________________________
 CM2088  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CM2088  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CM2088
 CM2088  HORZ ORDER  -  SECOND
 CM2088
 CM2088.The horizontal coordinates were established by classical geodetic methods
 CM2088.and adjusted by the National Geodetic Survey in September 1997..
 CM2088
 CM2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2088
 CM2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2088
 CM2088.The geoid height was determined by GEOID03.
 CM2088
 CM2088;                    North         East     Units Scale Factor Converg.
 CM2088;SPC GA W     -   278,386.779   623,250.191   MT  0.99997261   -0 26 20.4
 CM2088;SPC GA W     -   913,340.62  2,044,780.00   sFT  0.99997261   -0 26 20.4
 CM2088;UTM  16      - 3,598,586.564   689,427.090   MT  1.00004249   +1 05 02.5
 CM2088
 CM2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2088!SPC GA W     -   0.99998298  x   0.99997261  =   0.99995559
 CM2088!UTM  16      -   0.99998298  x   1.00004249  =   1.00002547
 CM2088
 CM2088:                Primary Azimuth Mark                     Grid Az
 CM2088:SPC GA W     -  BV 106 216 AZ MK                         107 05 50.3
 CM2088:UTM  16      -  BV 106 216 AZ MK                         105 34 27.4
 CM2088
 CM2088|---------------------------------------------------------------------|
 CM2088| PID    Reference Object                     Distance      Geod. Az  |
 CM2088|                                                           dddmmss.s |
 CM2088| CY8555 BV 106 216 AZ MK                                   1063929.9 |
 CM2088| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 5.0 KM 1100218.9 |
 CM2088| CM1940 COLUMBUS NORRIS RD S TANK           APPROX. 5.0 KM 1101827.6 |
 CM2088|---------------------------------------------------------------------|
 CM2088
 CM2088                          SUPERSEDED SURVEY CONTROL
 CM2088
 CM2088  NAD 83(1994)-  32 30 30.38563(N)    084 59 00.60610(W) AD(       ) 2
 CM2088  NAD 83(1986)-  32 30 30.38838(N)    084 59 00.60686(W) AD(       ) 2
 CM2088  NAD 27      -  32 30 29.87813(N)    084 59 00.85314(W) AD(       ) 2
 CM2088  NGVD 29 (07/19/86)  135.9    (m)          446.     (f) VERT ANG       
 CM2088
 CM2088.Superseded values are not recommended for survey control.
 CM2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2088.See file dsdata.txt to determine how the superseded data were derived.
 CM2088
 CM2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8942798587(NAD 83)
 CM2088_MARKER: DD = SURVEY DISK
 CM2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2088
 CM2088  HISTORY     - Date     Condition        Report By
 CM2088  HISTORY     - 1974     MONUMENTED       GADT
 CM2088
 CM2088                          STATION DESCRIPTION
 CM2088
 CM2088'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2088'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF COLUMBUS,
 CM2088'11-1/4 MILES SOUTHWEST OF CATAULA, AND 13-1/2 MILES SOUTHWEST OF
 CM2088'ELLERSLIE ON THE PROPERTY OF LORD BOWERS.
 CM2088'
 CM2088'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 CM2088'U.S. HIGHWAY 80, AND STATE ROUTE 103 (RIVER ROAD) IN COLUMBUS,
 CM2088'TRAVEL NORTH ON STATE ROUTE 103 FOR 0.8 MILE TO 45TH
 CM2088'STREET.  CONTINUE NORTH ON STATE ROUTE 103 FOR 0.15 MILE TO 47TH
 CM2088'STREET.  TURN LEFT ON 47TH STREET FOR 0.1 MILE TO DREW STREET TO
 CM2088'THE RIGHT AND AN IRON GATE TO A VACANT LOT ON THE LEFT.  FOLLOW
 CM2088'A CHAIN LINK FENCE LINE SOUTH BETWEEN THE VACANT LOT AND A RED
 CM2088'SHINGLED HOUSE TO THE WEST OF THE VACANT LOT TO THE
 CM2088'TERMINATION OF THE FENCE LINE AT ANOTHER CHAIN LINK FENCE
 CM2088'CROSSING AND THE STATION ON A HIGH CUT BANK.
 CM2088'
 CM2088'THE STATION IS A STANDARD BRASS DISK STAMPED 106-216, SET IN THE
 CM2088'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2088'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2088'106-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2088'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 8.3 FEET
 CM2088'SOUTHEAST OF THE JUNCTION OF THE FENCE LINES, 5.5 FEET SOUTH OF
 CM2088'A WITNESS POST AND THE CHAIN LINK FENCE, 39.5 FEET WEST OF A 12
 CM2088'INCH OAK TREE, 18 FEET EAST OF A 10 INCH OAK TREE, AND 51.5 FEET
 CM2088'SOUTHWEST OF THE TERMINATION OF THE CHAIN LINK FENCE.
 CM2088'
 CM2088'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF 45TH STREET AND
 CM2088'RIVER ROAD, TRAVEL EAST ON 45TH STREET FOR 0.3 MILE TO DANIEL
 CM2088'JUNIOR HIGH SCHOOL AND THE AZIMUTH MARK ON THE RIGHT.  IT IS A
 CM2088'STANDARD DISK STAMPED 106-216 AZMK, SET IN THE TOP OF A 10 INCH
 CM2088'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM2088'IT IS LOCATED 37.5 FEET SOUTH OF THE CENTERLINE OF 45TH STREET,
 CM2088'42.2 FEET SOUTHWEST OF A FIRE PLUG LOCATED ON THE EAST SIDE OF
 CM2088'THE SCHOOLS EXIT DRIVEWAY, 14 FEET WEST OF THE CENTERLINE OF
 CM2088'THE DRIVEWAY, 5 FEET NORTH OF A WITNESS POST, AND 184 FEET
 CM2088'NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1944 ***********************************************************************
 CM1944  DESIGNATION -  BV 106 217
 CM1944  PID         -  CM1944
 CM1944  STATE/COUNTY-  GA/MUSCOGEE
 CM1944  USGS QUAD   -  COLUMBUS (1983)
 CM1944
 CM1944                         *CURRENT SURVEY CONTROL
 CM1944  ___________________________________________________________________
 CM1944* NAD 83(1994)-  32 24 32.49324(N)    084 56 25.36990(W)     ADJUSTED  
 CM1944* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 CM1944  ___________________________________________________________________
 CM1944  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 CM1944  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CM1944
 CM1944  HORZ ORDER  -  SECOND
 CM1944
 CM1944.The horizontal coordinates were established by classical geodetic methods
 CM1944.and adjusted by the National Geodetic Survey in September 1997..
 CM1944
 CM1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1944
 CM1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1944
 CM1944.The geoid height was determined by GEOID03.
 CM1944
 CM1944;                    North         East     Units Scale Factor Converg.
 CM1944;SPC GA W     -   267,332.747   627,222.100   MT  0.99996529   -0 24 52.9
 CM1944;SPC GA W     -   877,074.19  2,057,811.17   sFT  0.99996529   -0 24 52.9
 CM1944;UTM  16      - 3,587,640.937   693,691.364   MT  1.00006265   +1 06 15.2
 CM1944
 CM1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1944!SPC GA W     -   0.99998592  x   0.99996529  =   0.99995121
 CM1944!UTM  16      -   0.99998592  x   1.00006265  =   1.00004857
 CM1944
 CM1944:                Primary Azimuth Mark                     Grid Az
 CM1944:SPC GA W     -  COLUMBUS SWIFT TEXTILES TANK             329 54 59.1
 CM1944:UTM  16      -  COLUMBUS SWIFT TEXTILES TANK             328 23 51.0
 CM1944
 CM1944|---------------------------------------------------------------------|
 CM1944| PID    Reference Object                     Distance      Geod. Az  |
 CM1944|                                                           dddmmss.s |
 CM1944| CM1952 COLUMBUS SWIFT TEXTILES TANK        APPROX. 8.1 KM 3293006.2 |
 CM1944| CY8556 BV 106 217 AZ MK                                   3382523.5 |
 CM1944|---------------------------------------------------------------------|
 CM1944
 CM1944                          SUPERSEDED SURVEY CONTROL
 CM1944
 CM1944  NAD 83(1994)-  32 24 32.49618(N)    084 56 25.36783(W) AD(       ) 2
 CM1944  NAD 83(1986)-  32 24 32.49870(N)    084 56 25.36960(W) AD(       ) 2
 CM1944  NAD 27      -  32 24 31.97657(N)    084 56 25.62473(W) AD(       ) 2
 CM1944  NGVD 29 (07/19/86)  116.7    (m)          383.     (f) VERT ANG       
 CM1944
 CM1944.Superseded values are not recommended for survey control.
 CM1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1944.See file dsdata.txt to determine how the superseded data were derived.
 CM1944
 CM1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9369187641(NAD 83)
 CM1944_MARKER: DD = SURVEY DISK
 CM1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1944
 CM1944  HISTORY     - Date     Condition        Report By
 CM1944  HISTORY     - 1974     MONUMENTED       GADT
 CM1944
 CM1944                          STATION DESCRIPTION
 CM1944
 CM1944'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1944'THE STATION IS LOCATED IN SOUTH COLUMBUS NEAR THE U.S. ARMY FORT
 CM1944'BENNING RESERVATION.
 CM1944'
 CM1944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND 280
 CM1944'(VICTORY DRIVE) AND STATE ROUTE 85 (LUMPKIN ROAD) IN SOUTH
 CM1944'COLUMBUS, GO SOUTHEAST ALONG U.S. HIGHWAY 27 AND 280 FOR 0.55
 CM1944'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ALONG
 CM1944'U.S. HIGHWAY 27 AND 280 FOR 0.55 MILE TO THE JUNCTION OF FORT
 CM1944'BENNING ROAD (STATE ROUTE 357) CROSSING.  CONTINUE SOUTHEAST
 CM1944'ALONG U.S. HIGHWAY 27 AND 280 FOR 0.3 MILE TO THE STATION ON THE
 CM1944'LEFT.
 CM1944'
 CM1944'THE STATION IS A STANDARD BRASS DISK STAMPED 106-217, SET IN THE
 CM1944'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1944'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1944'106-217, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1944'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 15.2 FEET
 CM1944'NORTHEAST OF THE NORTHEAST EDGE OF THE SOUTHBOUND LANE, 10.8
 CM1944'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHBOUND LANE, 3.3
 CM1944'FEET NORTHWEST OF A WITNESS POST, AND 144 FEET NORTHWEST OF THE
 CM1944'NOSE OF THE MEDIAN.
 CM1944'
 CM1944'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 106-217 AZMK, SET IN
 CM1944'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1944'SURFACE OF THE GROUND.  IT IS LOCATED 7.0 FEET SOUTHWEST OF THE
 CM1944'SOUTHWEST EDGE OF THE NORTHBOUND LANE, 6.3 FEET NORTHEAST OF THE
 CM1944'NORTHEAST EDGE OF THE SOUTHBOUND LANE, 32.4 FEET NORTHWEST OF THE
 CM1944'NOSE OF THE MEDIAN, AND 1.8 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2096 ***********************************************************************
 CM2096  DESIGNATION -  BV 106 218
 CM2096  PID         -  CM2096
 CM2096  STATE/COUNTY-  GA/MUSCOGEE
 CM2096  USGS QUAD   -  FORTSON (1985)
 CM2096
 CM2096                         *CURRENT SURVEY CONTROL
 CM2096  ___________________________________________________________________
 CM2096* NAD 83(1994)-  32 31 21.55582(N)    084 54 16.19460(W)     ADJUSTED  
 CM2096* NAVD 88     -       122.     (meters)     400.     (feet)  VERTCON   
 CM2096  ___________________________________________________________________
 CM2096  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CM2096  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CM2096
 CM2096  HORZ ORDER  -  SECOND
 CM2096
 CM2096.The horizontal coordinates were established by classical geodetic methods
 CM2096.and adjusted by the National Geodetic Survey in September 1997..
 CM2096
 CM2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2096
 CM2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2096
 CM2096.The geoid height was determined by GEOID03.
 CM2096
 CM2096;                    North         East     Units Scale Factor Converg.
 CM2096;SPC GA W     -   279,908.901   630,684.460   MT  0.99995923   -0 23 48.1
 CM2096;SPC GA W     -   918,334.45  2,069,170.60   sFT  0.99995923   -0 23 48.1
 CM2096;UTM  16      - 3,600,305.946   696,818.963   MT  1.00007770   +1 07 37.1
 CM2096
 CM2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2096!SPC GA W     -   0.99998514  x   0.99995923  =   0.99994437
 CM2096!UTM  16      -   0.99998514  x   1.00007770  =   1.00006284
 CM2096
 CM2096|---------------------------------------------------------------------|
 CM2096| PID    Reference Object                     Distance      Geod. Az  |
 CM2096|                                                           dddmmss.s |
 CM2096| CM2097 BV 106 218 GADT 1974 PTA             24.716 METERS 19245     |
 CM2096| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 4.3 KM 2193811.6 |
 CM2096| CY8557 BV 106 218 AZ MK                                   2724737.8 |
 CM2096|---------------------------------------------------------------------|
 CM2096
 CM2096                          SUPERSEDED SURVEY CONTROL
 CM2096
 CM2096  NAD 83(1994)-  32 31 21.55892(N)    084 54 16.19320(W) AD(       ) 2
 CM2096  NAD 83(1986)-  32 31 21.56114(N)    084 54 16.19389(W) AD(       ) 2
 CM2096  NAD 27      -  32 31 21.05207(N)    084 54 16.44846(W) AD(       ) 2
 CM2096  NGVD 29 (07/19/86)  122.     (m)          400.     (f) VERT ANG       
 CM2096
 CM2096.Superseded values are not recommended for survey control.
 CM2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2096.See file dsdata.txt to determine how the superseded data were derived.
 CM2096
 CM2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9681900306(NAD 83)
 CM2096_MARKER: DD = SURVEY DISK
 CM2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2096
 CM2096  HISTORY     - Date     Condition        Report By
 CM2096  HISTORY     - 1974     MONUMENTED       GADT
 CM2096
 CM2096                          STATION DESCRIPTION
 CM2096
 CM2096'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2096'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTHEAST OF
 CM2096'COLUMBUS, 9-1/2 MILES SOUTH OF CATAULA, AND 9-3/4 MILES SOUTHWEST
 CM2096'OF ELLERSLIE ON CITY RIGHT OF WAY.
 CM2096'
 CM2096'TO REACH THE STATION FROM THE NORTH ENTRANCE OF THE MUSCOGEE
 CM2096'AIRPORT, LOCATED IN NORTH COLUMBUS, TRAVEL EAST ON WEST BRITT DAVID
 CM2096'ROAD FOR 0.8 MILE TO THE FORK OF MOON ROAD (COUNTY ROAD 36) TO THE
 CM2096'LEFT AND MILLER ROAD TO THE RIGHT.  TURN RIGHT ON MILLER ROAD,
 CM2096'GOING EAST FOR 0.75 MILE TO WARM SPRINGS ROAD (COUNTY ROAD 92631)
 CM2096'CROSSING.  CONTINUE ALONG MILLER ROAD FOR 0.6 MILE TO THE
 CM2096'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ALONG MILLER ROAD FOR
 CM2096'0.55 MILE TO THE STATION ON THE LEFT.
 CM2096'
 CM2096'THE STATION IS A STANDARD BRASS DISK STAMPED 106-218, SET IN THE
 CM2096'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2096'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2096'106-218, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 34
 CM2096'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3.5 FEET
 CM2096'SOUTH OF A WITNESS POST, 14.8 FEET SOUTH OF A CHAIN LINK FENCE,
 CM2096'21 FEET SOUTHWEST OF THE INTERSECTION OF TWO CHAIN LINK FENCES,
 CM2096'17.7 FEET WEST OF A POWER POLE, 36.5 FEET NORTH OF THE
 CM2096'CENTERLINE OF MILLER ROAD, AND 14.4 FEET NORTHEAST OF THE
 CM2096'CENTER OF A SEWER MANHOLE COVER.
 CM2096'
 CM2096'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 106-218 AZMK, SET IN
 CM2096'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2096'SURFACE OF THE GROUND.  IT IS LOCATED 32 FEET SOUTH OF THE
 CM2096'CENTERLINE OF MILLER ROAD, 102.3 FEET WEST OF A POWER POLE, 15.5
 CM2096'FEET NORTHWEST OF A POWER POLE, AND 3.2 FEET NORTH OF A WITNESS
 CM2096'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2693 ***********************************************************************
 DF2693  DESIGNATION -  BV 107 200
 DF2693  PID         -  DF2693
 DF2693  STATE/COUNTY-  GA/NEWTON
 DF2693  USGS QUAD   -  PORTERDALE (1985)
 DF2693
 DF2693                         *CURRENT SURVEY CONTROL
 DF2693  ___________________________________________________________________
 DF2693* NAD 83(1994)-  33 34 40.10048(N)    083 57 49.06225(W)     ADJUSTED  
 DF2693* NAVD 88     -       258.     (meters)     846.     (feet)  VERTCON   
 DF2693  ___________________________________________________________________
 DF2693  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DF2693  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DF2693
 DF2693  HORZ ORDER  -  SECOND
 DF2693
 DF2693.The horizontal coordinates were established by classical geodetic methods
 DF2693.and adjusted by the National Geodetic Survey in September 1997..
 DF2693
 DF2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2693
 DF2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2693
 DF2693.The geoid height was determined by GEOID03.
 DF2693
 DF2693;                    North         East     Units Scale Factor Converg.
 DF2693;SPC GA W     -   396,697.649   718,848.066   MT  0.99990438   +0 06 44.3
 DF2693;SPC GA W     - 1,301,498.87  2,358,420.70   sFT  0.99990438   +0 06 44.3
 DF2693;UTM  17      - 3,719,282.300   224,920.801   MT  1.00053298   -1 38 24.4
 DF2693;UTM  16      - 3,719,478.077   781,833.547   MT  1.00057937   +1 40 49.5
 DF2693
 DF2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2693!SPC GA W     -   0.99996404  x   0.99990438  =   0.99986842
 DF2693!UTM  17      -   0.99996404  x   1.00053298  =   1.00049700
 DF2693!UTM  16      -   0.99996404  x   1.00057937  =   1.00054339
 DF2693
 DF2693|---------------------------------------------------------------------|
 DF2693| PID    Reference Object                     Distance      Geod. Az  |
 DF2693|                                                           dddmmss.s |
 DF2693| DF2694 BV 107 200 GADT 1974 PTA             20.085 METERS 02607     |
 DF2693| CY7550 BV 107 200 AZ MK                                   2454332.1 |
 DF2693|---------------------------------------------------------------------|
 DF2693
 DF2693                          SUPERSEDED SURVEY CONTROL
 DF2693
 DF2693  NAD 83(1986)-  33 34 40.10667(N)    083 57 49.06197(W) AD(       ) 2
 DF2693  NAD 27      -  33 34 39.70763(N)    083 57 49.37949(W) AD(       ) 2
 DF2693  NGVD 29 (07/19/86)  258.     (m)          846.     (f) VERT ANG       
 DF2693
 DF2693.Superseded values are not recommended for survey control.
 DF2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2693.See file dsdata.txt to determine how the superseded data were derived.
 DF2693
 DF2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2492119282(NAD 83)
 DF2693_MARKER: DD = SURVEY DISK
 DF2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2693
 DF2693  HISTORY     - Date     Condition        Report By
 DF2693  HISTORY     - 1974     MONUMENTED       GADT
 DF2693
 DF2693                          STATION DESCRIPTION
 DF2693
 DF2693'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2693'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST-SOUTHWEST OF
 DF2693'COVINGTON, 6-3/4 MILES SOUTH-SOUTHEAST OF CONYERS, AND 13-3/4 MILES
 DF2693'NORTHEAST OF MCDONOUGH ON COUNTY RIGHT OF WAY.
 DF2693'
 DF2693'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 81 AND 162
 DF2693'IN PORTERDALE, LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF
 DF2693'COVINGTON, TRAVEL SOUTHWESTERLY ALONG STATE ROUTE 81 FOR 1.3 MILES
 DF2693'TO THE JUNCTION OF SALEM ROAD (COUNTY ROAD 90922) TO THE
 DF2693'RIGHT.  TURN RIGHT, TRAVELING NORTHWESTERLY ALONG SALEM ROAD FOR
 DF2693'2.0 MILES TO THE JUNCTION OF COWAN ROAD TO THE LEFT.  CONTINUE
 DF2693'TRAVELING NORTHWESTERLY ALONG SALEM ROAD FOR 1.0 MILE TO THE
 DF2693'STATION ON THE LEFT.
 DF2693'
 DF2693'THE STATION IS LOCATED 35.5 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF2693'OF THE ROAD, 4.0 FEET EAST OF A WITNESS POST SET IN A FENCELINE
 DF2693'RUNNING PARALLEL WITH THE ROAD, 92.8 FEET SOUTHWEST OF AN 8 INCH
 DF2693'MAGNOLIA TREE LOCATED IN THE YARD OF A RESIDENCE ON THE EAST SIDE
 DF2693'OF THE ROAD, AND 98.5 FEET WEST OF A POWER POLE LOCATED ON THE
 DF2693'SOUTH SIDE OF A DRIVEWAY TO THE RESIDENCE.  IT IS A STANDARD
 DF2693'BRASS DISK STAMPED 107-200, SET IN THE TOP OF A 10 INCH
 DF2693'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DF2693'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 107-200,
 DF2693'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW
 DF2693'THE GROUND SURFACE.
 DF2693'
 DF2693'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTHWESTERLY
 DF2693'ALONG SALEM ROAD FOR 0.05 MILE TO THE JUNCTION OF BROWN BRIDGE
 DF2693'ROAD (COUNTY ROAD 91701) CROSSING.  TURN LEFT, TRAVELING WESTERLY
 DF2693'FOR 0.55 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 17.5 FEET
 DF2693'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WITNESS
 DF2693'POST, 84.0 FEET SOUTHWEST OF A FENCE CORNER ON THE EAST SIDE OF
 DF2693'A DRIVEWAY TO THE NORTH AND 168.0 FEET SOUTHEAST OF A POWER
 DF2693'POLE ON THE EAST SIDE OF ANOTHER DRIVEWAY TO THE NORTH.  IT IS
 DF2693'A STANDARD DISK STAMPED 107-200 AZMK, SET IN THE TOP OF A
 DF2693'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2693'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2518 ***********************************************************************
 DF2518  DESIGNATION -  BV 107 201
 DF2518  PID         -  DF2518
 DF2518  STATE/COUNTY-  GA/NEWTON
 DF2518  USGS QUAD   -  STEWART (1985)
 DF2518
 DF2518                         *CURRENT SURVEY CONTROL
 DF2518  ___________________________________________________________________
 DF2518* NAD 83(1994)-  33 26 21.92531(N)    083 50 51.60509(W)     ADJUSTED  
 DF2518* NAVD 88     -       223.9    (meters)     735.     (feet)  VERTCON   
 DF2518  ___________________________________________________________________
 DF2518  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DF2518  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF2518
 DF2518  HORZ ORDER  -  SECOND
 DF2518
 DF2518.The horizontal coordinates were established by classical geodetic methods
 DF2518.and adjusted by the National Geodetic Survey in September 1997..
 DF2518
 DF2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2518
 DF2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2518
 DF2518.The geoid height was determined by GEOID03.
 DF2518
 DF2518;                    North         East     Units Scale Factor Converg.
 DF2518;SPC GA W     -   381,377.776   729,659.884   MT  0.99991084   +0 10 32.8
 DF2518;SPC GA W     - 1,251,236.92  2,393,892.47   sFT  0.99991084   +0 10 32.8
 DF2518;UTM  17      - 3,703,630.300   235,266.068   MT  1.00046414   -1 34 12.5
 DF2518
 DF2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2518!SPC GA W     -   0.99996933  x   0.99991084  =   0.99988017
 DF2518!UTM  17      -   0.99996933  x   1.00046414  =   1.00043345
 DF2518
 DF2518|---------------------------------------------------------------------|
 DF2518| PID    Reference Object                     Distance      Geod. Az  |
 DF2518|                                                           dddmmss.s |
 DF2518| DF2519 BV 107 202                          271.778 METERS 04739     |
 DF2518| CY7551 BV 107 201 AZ MK                                   2715051.1 |
 DF2518|---------------------------------------------------------------------|
 DF2518
 DF2518                          SUPERSEDED SURVEY CONTROL
 DF2518
 DF2518  NAD 83(1986)-  33 26 21.93150(N)    083 50 51.60446(W) AD(       ) 2
 DF2518  NAD 27      -  33 26 21.50749(N)    083 50 51.95093(W) AD(       ) 2
 DF2518  NGVD 29 (07/19/86)  223.9    (m)          735.     (f) VERT ANG       
 DF2518
 DF2518.Superseded values are not recommended for survey control.
 DF2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2518.See file dsdata.txt to determine how the superseded data were derived.
 DF2518
 DF2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3526603630(NAD 83)
 DF2518_MARKER: DD = SURVEY DISK
 DF2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2518
 DF2518  HISTORY     - Date     Condition        Report By
 DF2518  HISTORY     - 1974     MONUMENTED       GADT
 DF2518
 DF2518                          STATION DESCRIPTION
 DF2518
 DF2518'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2518'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES SOUTHWEST OF
 DF2518'MANSFIELD, 11 MILES SOUTH OF COVINGTON, AND 11-1/2 MILES
 DF2518'NORTHEAST OF JACKSON ON COUNTY RIGHT OF WAY.
 DF2518'
 DF2518'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 212 AND
 DF2518'36, AT THE COMMUNITY OF STEWART, APPROXIMATELY 11-1/2 MILES SOUTH
 DF2518'OF COVINGTON, TRAVEL NORTH ALONG STATE ROUTE 36 FOR 0.15 MILE
 DF2518'TO THE JUNCTION OF COUNTY ROAD 247 TO THE RIGHT.  CONTINUE ALONG
 DF2518'STATE ROUTE 36 FOR 0.55 MILE TO THE JUNCTION OF FINCHER ROAD
 DF2518'CROSSING.  TURN LEFT, TRAVELING WEST ALONG FINCHER ROAD FOR 0.1
 DF2518'MILE TO THE STATION ON THE LEFT ON A 6 FOOT CUT BANK.
 DF2518'
 DF2518'THE STATION IS A STANDARD BRASS DISK STAMPED 107-201, SET IN
 DF2518'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2518'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2518'DISK STAMPED 107-201, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2518'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2518'IS LOCATED 22 FEET SOUTH OF THE CENTERLINE OF FINCHER ROAD, 70.0
 DF2518'FEET EAST OF A POWER POLE, 204.0 FEET WEST OF ANOTHER POWER
 DF2518'POLE, AND 2.0 FEET NORTH OF A WITNESS POST.
 DF2518'
 DF2518'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF2518'FINCHER ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A
 DF2518'STANDARD DISK STAMPED 107-201 AZMK, SET IN THE TOP OF A 10 INCH
 DF2518'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2518'IT IS LOCATED 3.5 FEET SOUTH OF A WITNESS POST, 26 FEET NORTH OF
 DF2518'THE CENTERLINE OF FINCHER ROAD, 173.0 FEET NORTHWEST OF A
 DF2518'POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 213.0 FEET
 DF2518'NORTHEAST OF ANOTHER POWER POLE ON THE SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2519 ***********************************************************************
 DF2519  DESIGNATION -  BV 107 202
 DF2519  PID         -  DF2519
 DF2519  STATE/COUNTY-  GA/NEWTON
 DF2519  USGS QUAD   -  STEWART (1985)
 DF2519
 DF2519                         *CURRENT SURVEY CONTROL
 DF2519  ___________________________________________________________________
 DF2519* NAD 83(1994)-  33 26 27.86767(N)    083 50 43.82863(W)     ADJUSTED  
 DF2519* NAVD 88     -       221.2    (meters)     726.     (feet)  VERTCON   
 DF2519  ___________________________________________________________________
 DF2519  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 DF2519  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF2519
 DF2519  HORZ ORDER  -  SECOND
 DF2519
 DF2519.The horizontal coordinates were established by classical geodetic methods
 DF2519.and adjusted by the National Geodetic Survey in September 1997..
 DF2519
 DF2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2519
 DF2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2519
 DF2519.The geoid height was determined by GEOID03.
 DF2519
 DF2519;                    North         East     Units Scale Factor Converg.
 DF2519;SPC GA W     -   381,561.455   729,860.164   MT  0.99991099   +0 10 37.1
 DF2519;SPC GA W     - 1,251,839.54  2,394,549.55   sFT  0.99991099   +0 10 37.1
 DF2519;UTM  17      - 3,703,807.890   235,471.965   MT  1.00046280   -1 34 08.4
 DF2519
 DF2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2519!SPC GA W     -   0.99996975  x   0.99991099  =   0.99988074
 DF2519!UTM  17      -   0.99996975  x   1.00046280  =   1.00043254
 DF2519
 DF2519:                Primary Azimuth Mark                     Grid Az
 DF2519:SPC GA W     -  BV 107 202 AZ MK                         187 18 49.9
 DF2519:UTM  17      -  BV 107 202 AZ MK                         189 03 35.4
 DF2519
 DF2519|---------------------------------------------------------------------|
 DF2519| PID    Reference Object                     Distance      Geod. Az  |
 DF2519|                                                           dddmmss.s |
 DF2519| CY7552 BV 107 202 AZ MK                                   1872927.0 |
 DF2519| DF2518 BV 107 201                          271.778 METERS 22739     |
 DF2519|---------------------------------------------------------------------|
 DF2519
 DF2519                          SUPERSEDED SURVEY CONTROL
 DF2519
 DF2519  NAD 83(1986)-  33 26 27.87388(N)    083 50 43.82797(W) AD(       ) 2
 DF2519  NAD 27      -  33 26 27.44957(N)    083 50 44.17501(W) AD(       ) 2
 DF2519  NGVD 29 (07/19/86)  221.2    (m)          726.     (f) VERT ANG       
 DF2519
 DF2519.Superseded values are not recommended for survey control.
 DF2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2519.See file dsdata.txt to determine how the superseded data were derived.
 DF2519
 DF2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3547203808(NAD 83)
 DF2519_MARKER: DD = SURVEY DISK
 DF2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2519
 DF2519  HISTORY     - Date     Condition        Report By
 DF2519  HISTORY     - 1974     MONUMENTED       GADT
 DF2519
 DF2519                          STATION DESCRIPTION
 DF2519
 DF2519'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2519'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES SOUTHEAST OF
 DF2519'MANSFIELD, 11 MILES SOUTH OF COVINGTON, AND 12 MILES WEST OF
 DF2519'FARRAR ON STATE RIGHT OF WAY.
 DF2519'
 DF2519'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 212 AND
 DF2519'36, LOCATED AT THE COMMUNITY OF STEWART, APPROXIMATELY 11-1/2
 DF2519'MILES SOUTH OF COVINGTON, TRAVEL NORTH ALONG STATE ROUTE 36 FOR
 DF2519'0.15 MILE TO THE JUNCTION OF COUNTY ROAD 247 TO THE RIGHT.
 DF2519'CONTINUE NORTH ALONG STATE ROUTE 36 FOR 0.15 MILE TO THE AZIMUTH
 DF2519'MARK ON THE LEFT.  CONTINUE NORTH ALONG STATE ROUTE 36 FOR 0.4
 DF2519'MILE TO THE JUNCTION OF FINCHER ROAD CROSSING.  CONTINUE
 DF2519'ALONG STATE ROUTE 36 FOR 0.15 MILE TO THE STATION ON THE LEFT,
 DF2519'APPROXIMATELY 300 FEET SOUTHWEST OF RED OAK CHURCH.
 DF2519'
 DF2519'THE STATION IS A STANDARD BRASS DISK STAMPED 107-202, SET IN
 DF2519'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2519'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2519'DISK STAMPED 107-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2519'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2519'IS LOCATED 4.5 FEET EAST OF A WITNESS POST, 16 FEET WEST OF THE
 DF2519'CENTERLINE OF STATE ROUTE 36, 132.0 FEET SOUTH OF A POWER POLE,
 DF2519'AND 203.0 FEET NORTH OF ANOTHER POWER POLE.
 DF2519'
 DF2519'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 107-202 AZMK, SET
 DF2519'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2519'SURFACE OF THE GROUND.  IT IS LOCATED 43 FEET WEST OF THE
 DF2519'CENTERLINE OF THE HIGHWAY, 3.0 FEET EAST OF A WITNESS POST, 84.0
 DF2519'FEET NORTH OF A POWER POLE, AND 94.0 FEET SOUTHWEST OF AN
 DF2519'UNDERGROUND TELEPHONE CABLE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2522 ***********************************************************************
 DF2522  DESIGNATION -  BV 107 203
 DF2522  PID         -  DF2522
 DF2522  STATE/COUNTY-  GA/NEWTON
 DF2522  USGS QUAD   -  STEWART (1985)
 DF2522
 DF2522                         *CURRENT SURVEY CONTROL
 DF2522  ___________________________________________________________________
 DF2522* NAD 83(1994)-  33 29 43.15971(N)    083 48 49.24022(W)     ADJUSTED  
 DF2522* NAVD 88     -       206.     (meters)     676.     (feet)  VERTCON   
 DF2522  ___________________________________________________________________
 DF2522  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DF2522  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF2522
 DF2522  HORZ ORDER  -  SECOND
 DF2522
 DF2522.The horizontal coordinates were established by classical geodetic methods
 DF2522.and adjusted by the National Geodetic Survey in September 1997..
 DF2522
 DF2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2522
 DF2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2522
 DF2522.The geoid height was determined by GEOID03.
 DF2522
 DF2522;                    North         East     Units Scale Factor Converg.
 DF2522;SPC GA W     -   387,587.268   732,799.185   MT  0.99991326   +0 11 41.3
 DF2522;SPC GA W     - 1,271,609.23  2,404,191.99   sFT  0.99991326   +0 11 41.3
 DF2522;UTM  17      - 3,709,744.497   238,595.036   MT  1.00044253   -1 33 13.2
 DF2522
 DF2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2522!SPC GA W     -   0.99997215  x   0.99991326  =   0.99988541
 DF2522!UTM  17      -   0.99997215  x   1.00044253  =   1.00041466
 DF2522
 DF2522|---------------------------------------------------------------------|
 DF2522| PID    Reference Object                     Distance      Geod. Az  |
 DF2522|                                                           dddmmss.s |
 DF2522| DF2524 135 N USGS 1930                      62.000 METERS 30213     |
 DF2522| DF2523 BV 107 203 GADT 1974 PTA             22.135 METERS 32615     |
 DF2522| CY7553 BV 107 203 AZ MK                                   3261646.2 |
 DF2522|---------------------------------------------------------------------|
 DF2522
 DF2522                          SUPERSEDED SURVEY CONTROL
 DF2522
 DF2522  NAD 83(1986)-  33 29 43.16609(N)    083 48 49.23966(W) AD(       ) 2
 DF2522  NAD 27      -  33 29 42.74580(N)    083 48 49.58324(W) AD(       ) 2
 DF2522  NGVD 29 (07/19/86)  206.     (m)          676.     (f) VERT ANG       
 DF2522
 DF2522.Superseded values are not recommended for survey control.
 DF2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2522.See file dsdata.txt to determine how the superseded data were derived.
 DF2522
 DF2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3859509744(NAD 83)
 DF2522_MARKER: DD = SURVEY DISK
 DF2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2522
 DF2522  HISTORY     - Date     Condition        Report By
 DF2522  HISTORY     - 1974     MONUMENTED       GADT
 DF2522
 DF2522                          STATION DESCRIPTION
 DF2522
 DF2522'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2522'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTHWEST OF
 DF2522'MANSFIELD, 7-1/2 MILES SOUTHEAST OF COVINGTON, AND 10-1/2 MILES
 DF2522'WEST OF FARRAR ON COUNTY RIGHT OF WAY.
 DF2522'
 DF2522'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND
 DF2522'213 IN MANSFIELD, TRAVEL WEST ALONG STATE ROUTE 213 FOR 2.0 MILES
 DF2522'TO THE JUNCTION OF COUNTY ROAD 162 (MACEDONIA ROAD) TO THE LEFT
 DF2522'AT THE COMMUNITY OF HAYSTON.  TURN LEFT, TRAVELING SOUTHWESTERLY
 DF2522'ALONG MACEDONIA ROAD FOR 1.1 MILES TO ITS TERMINATION AT THE
 DF2522'JUNCTION OF BENTONS ROAD TO THE RIGHT AND MACEDONIA CHURCH TO
 DF2522'THE LEFT.  TURN RIGHT, TRAVELING NORTHWESTERLY TO SOUTHWEST
 DF2522'ALONG BENTONS ROAD FOR 0.75 MILE TO A BRIDGE CROSSING WEST
 DF2522'BEAR CREEK.  CONTINUE TRAVELING SOUTHWESTERLY ALONG
 DF2522'BENTONS ROAD FOR 0.85 MILE TO ITS TERMINATION AT THE JUNCTION
 DF2522'OF HENDERSON MILL ROAD (COUNTY ROAD 92137) CROSSING.  TURN
 DF2522'LEFT, TRAVELING SOUTH ALONG HENDERSON MILL ROAD FOR
 DF2522'APPROXIMATELY 150 FEET TO THE STATION ON THE LEFT.
 DF2522'
 DF2522'THE STATION IS LOCATED 40 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2522'OF HENDERSON MILL ROAD, 198 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2522'BENTONS ROAD, 125.0 FEET SOUTH-SOUTHEAST OF A POWER POLE AT THE
 DF2522'JUNCTION OF HENDERSON MILL ROAD AND BENTONS ROAD, 100.0 FEET EAST
 DF2522'OF A POWER POLE ON THE WEST SIDE OF HENDERSON MILL ROAD, AND 2.5
 DF2522'FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2522'STAMPED 107-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2522'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2522'UNDERGROUND STATION IS A STANDARD DISK STAMPED 107-203,
 DF2522'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER
 DF2522'BELOW THE SURFACE OF THE GROUND.
 DF2522'
 DF2522'135 N (USGS) IS LOCATED 40 FEET SOUTH OF THE POINT OF
 DF2522'INTERSECTION OF THE CENTERLINES OF HENDERSON MILL ROAD AND
 DF2522'BENTONS ROAD.  IT IS A U.S. GEOLOGICAL SURVEY STANDARD DISK
 DF2522'STAMPED N 135 1930 665.644, SET IN THE TOP OF A 6 INCH BY 6 INCH
 DF2522'SQUARE POST 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DF2522'
 DF2522'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTHWEST
 DF2522'ALONG HENDERSON MILL ROAD FOR 0.85 MILE TO THE MARK ON THE
 DF2522'RIGHT.  IT IS LOCATED 42.5 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2522'OF THE ROAD, 247.0 FEET SOUTHEAST OF A POWER POLE ON THE WEST
 DF2522'SIDE OF THE ROAD, 501 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF2522'OF DIXIE ROAD (COUNTY ROAD 92159), AND 3.0 FEET SOUTHWEST OF A
 DF2522'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED
 DF2522'107-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2522'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2690 ***********************************************************************
 DF2690  DESIGNATION -  BV 107 204
 DF2690  PID         -  DF2690
 DF2690  STATE/COUNTY-  GA/NEWTON
 DF2690  USGS QUAD   -  PORTERDALE (1985)
 DF2690
 DF2690                         *CURRENT SURVEY CONTROL
 DF2690  ___________________________________________________________________
 DF2690* NAD 83(1994)-  33 31 16.37169(N)    083 56 59.49950(W)     ADJUSTED  
 DF2690* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 DF2690  ___________________________________________________________________
 DF2690  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DF2690  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DF2690
 DF2690  HORZ ORDER  -  SECOND
 DF2690
 DF2690.The horizontal coordinates were established by classical geodetic methods
 DF2690.and adjusted by the National Geodetic Survey in September 1997..
 DF2690
 DF2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2690
 DF2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2690
 DF2690.The geoid height was determined by GEOID03.
 DF2690
 DF2690;                    North         East     Units Scale Factor Converg.
 DF2690;SPC GA W     -   390,424.062   720,139.226   MT  0.99990500   +0 07 11.0
 DF2690;SPC GA W     - 1,280,916.28  2,362,656.78   sFT  0.99990500   +0 07 11.0
 DF2690;UTM  17      - 3,712,968.246   226,020.337   MT  1.00052555   -1 37 48.2
 DF2690;UTM  16      - 3,713,237.904   783,296.772   MT  1.00058958   +1 41 08.0
 DF2690
 DF2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2690!SPC GA W     -   0.99996858  x   0.99990500  =   0.99987358
 DF2690!UTM  17      -   0.99996858  x   1.00052555  =   1.00049411
 DF2690!UTM  16      -   0.99996858  x   1.00058958  =   1.00055814
 DF2690
 DF2690:                Primary Azimuth Mark                     Grid Az
 DF2690:SPC GA W     -  BV 107 204 AZ MK                         165 52 45.8
 DF2690:UTM  17      -  BV 107 204 AZ MK                         167 37 45.0
 DF2690:UTM  16      -  BV 107 204 AZ MK                         164 18 48.8
 DF2690
 DF2690|---------------------------------------------------------------------|
 DF2690| PID    Reference Object                     Distance      Geod. Az  |
 DF2690|                                                           dddmmss.s |
 DF2690| CY7554 BV 107 204 AZ MK                                   1655956.8 |
 DF2690| DF2689 BV 107 204 GADT 1974 PTA             15.004 METERS 20040     |
 DF2690|---------------------------------------------------------------------|
 DF2690
 DF2690                          SUPERSEDED SURVEY CONTROL
 DF2690
 DF2690  NAD 83(1986)-  33 31 16.37803(N)    083 56 59.49888(W) AD(       ) 2
 DF2690  NAD 27      -  33 31 15.96854(N)    083 56 59.82500(W) AD(       ) 2
 DF2690  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 DF2690
 DF2690.Superseded values are not recommended for survey control.
 DF2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2690.See file dsdata.txt to determine how the superseded data were derived.
 DF2690
 DF2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2602012968(NAD 83)
 DF2690_MARKER: DD = SURVEY DISK
 DF2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2690
 DF2690  HISTORY     - Date     Condition        Report By
 DF2690  HISTORY     - 1974     MONUMENTED       GADT
 DF2690
 DF2690                          STATION DESCRIPTION
 DF2690
 DF2690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2690'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES SOUTHWEST OF
 DF2690'COVINGTON, 10-3/4 MILES SOUTH-SOUTHEAST OF CONYERS, AND 12-1/2
 DF2690'MILES EAST-NORTHEAST OF MCDONOUGH ON STATE RIGHT OF WAY.
 DF2690'
 DF2690'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 81 AND 212,
 DF2690'LOCATED APPROXIMATELY 9-1/2 MILES SOUTHWEST OF COVINGTON, GO NORTH
 DF2690'ALONG STATE ROUTE 81 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD
 DF2690'229 REVERSE FORKING TO THE RIGHT.  CONTINUE NORTH ALONG STATE
 DF2690'ROUTE 81 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DF2690'NORTH ALONG STATE ROUTE 81 FOR 0.45 MILE TO THE STATION ON THE
 DF2690'RIGHT.
 DF2690'
 DF2690'THE STATION IS LOCATED 46 FEET EAST OF THE CENTERLINE OF STATE
 DF2690'ROUTE 81, 37.7 FEET SOUTH OF A POWER POLE, AND 4.0 FEET WEST OF
 DF2690'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 107-204,
 DF2690'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2690'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2690'DISK STAMPED 107-204, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2690'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 DF2690'
 DF2690'THE AZIMUTH MARK IS LOCATED 63 FEET EAST OF THE CENTERLINE OF
 DF2690'STATE ROUTE 81, 73.0 FEET NORTH OF AN 8 INCH CEDAR TREE, AND 3.5
 DF2690'FEET WEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 DF2690'DISK STAMPED 107-204 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2690'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2680 ***********************************************************************
 DF2680  DESIGNATION -  BV 107 205
 DF2680  PID         -  DF2680
 DF2680  STATE/COUNTY-  GA/NEWTON
 DF2680  USGS QUAD   -  COVINGTON (1985)
 DF2680
 DF2680                         *CURRENT SURVEY CONTROL
 DF2680  ___________________________________________________________________
 DF2680* NAD 83(1994)-  33 33 58.99474(N)    083 50 54.96307(W)     ADJUSTED  
 DF2680* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 DF2680  ___________________________________________________________________
 DF2680  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DF2680  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DF2680
 DF2680  HORZ ORDER  -  SECOND
 DF2680
 DF2680.The horizontal coordinates were established by classical geodetic methods
 DF2680.and adjusted by the National Geodetic Survey in September 1997..
 DF2680
 DF2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2680
 DF2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2680
 DF2680.The geoid height was determined by GEOID03.
 DF2680
 DF2680;                    North         East     Units Scale Factor Converg.
 DF2680;SPC GA W     -   395,458.171   729,530.010   MT  0.99991075   +0 10 33.1
 DF2680;SPC GA W     - 1,297,432.35  2,393,466.37   sFT  0.99991075   +0 10 33.1
 DF2680;UTM  17      - 3,717,715.877   235,566.131   MT  1.00046216   -1 34 33.3
 DF2680
 DF2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2680!SPC GA W     -   0.99996998  x   0.99991075  =   0.99988073
 DF2680!UTM  17      -   0.99996998  x   1.00046216  =   1.00043212
 DF2680
 DF2680:                Primary Azimuth Mark                     Grid Az
 DF2680:SPC GA W     -  BV 107 205 AZ MK                         182 34 15.2
 DF2680:UTM  17      -  BV 107 205 AZ MK                         184 19 21.6
 DF2680
 DF2680|---------------------------------------------------------------------|
 DF2680| PID    Reference Object                     Distance      Geod. Az  |
 DF2680|                                                           dddmmss.s |
 DF2680| CY7555 BV 107 205 AZ MK                                   1824448.3 |
 DF2680| DF2679 BV 107 205 GADT 1974 PTA             24.279 METERS 21257     |
 DF2680|---------------------------------------------------------------------|
 DF2680
 DF2680                          SUPERSEDED SURVEY CONTROL
 DF2680
 DF2680  NAD 83(1986)-  33 33 59.00099(N)    083 50 54.96240(W) AD(       ) 2
 DF2680  NAD 27      -  33 33 58.58957(N)    083 50 55.29549(W) AD(       ) 2
 DF2680  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 DF2680
 DF2680.Superseded values are not recommended for survey control.
 DF2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2680.See file dsdata.txt to determine how the superseded data were derived.
 DF2680
 DF2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3556617716(NAD 83)
 DF2680_MARKER: DD = SURVEY DISK
 DF2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2680
 DF2680  HISTORY     - Date     Condition        Report By
 DF2680  HISTORY     - 1974     MONUMENTED       GADT
 DF2680
 DF2680                          STATION DESCRIPTION
 DF2680
 DF2680'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2680'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH-SOUTHEAST
 DF2680'OF COVINGTON, 7-1/4 MILES WEST-NORTHWEST OF MANSFIELD, AND 9-1/2
 DF2680'MILES NORTH-NORTHWEST OF NEWBORN ON STATE RIGHT OF WAY.
 DF2680'
 DF2680'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 36 AND
 DF2680'213, LOCATED APPROXIMATELY 3-3/4 MILES SOUTH OF COVINGTON, GO
 DF2680'NORTH ALONG STATE ROUTE 36 FOR 0.85 MILE TO THE AZIMUTH MARK ON
 DF2680'THE LEFT.  CONTINUE NORTH ALONG STATE ROUTE 36 FOR 0.7 MILE TO
 DF2680'THE STATION ON THE RIGHT.
 DF2680'
 DF2680'THE STATION IS LOCATED 38.5 FEET EAST OF THE CENTERLINE OF STATE
 DF2680'ROUTE 36, 16.5 FEET SOUTHEAST OF A POWER POLE, AND 2.8 FEET WEST
 DF2680'OF THE WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 107-205,
 DF2680'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2680'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2680'DISK STAMPED 107-205, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2680'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 DF2680'
 DF2680'THE AZIMUTH MARK IS LOCATED 43.5 FEET WEST OF THE CENTERLINE
 DF2680'OF STATE ROUTE 36, 19.5 FEET SOUTH OF THE CENTERLINE OF A
 DF2680'DRIVEWAY TO THE WEST, 90.5 FEET SOUTHWEST OF A TELEPHONE POLE ON
 DF2680'THE EAST SIDE OF THE HIGHWAY OPPOSITE THE DRIVEWAY, 85.5 FEET
 DF2680'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST
 DF2680'SIDE OF THE HIGHWAY, AND 7.5 FEET SOUTH OF A WITNESS POST SET AT
 DF2680'A POWER POLE.  IT IS A STANDARD DISK STAMPED 107-205 AZMK, SET IN
 DF2680'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2680'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2699 ***********************************************************************
 DF2699  DESIGNATION -  BV 107 206
 DF2699  PID         -  DF2699
 DF2699  STATE/COUNTY-  GA/NEWTON
 DF2699  USGS QUAD   -  PORTERDALE (1985)
 DF2699
 DF2699                         *CURRENT SURVEY CONTROL
 DF2699  ___________________________________________________________________
 DF2699* NAD 83(1994)-  33 36 56.24078(N)    083 54 03.46913(W)     ADJUSTED  
 DF2699* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 DF2699  ___________________________________________________________________
 DF2699  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DF2699  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DF2699
 DF2699  HORZ ORDER  -  SECOND
 DF2699
 DF2699.The horizontal coordinates were established by classical geodetic methods
 DF2699.and adjusted by the National Geodetic Survey in September 1997..
 DF2699
 DF2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2699
 DF2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2699
 DF2699.The geoid height was determined by GEOID03.
 DF2699
 DF2699;                    North         East     Units Scale Factor Converg.
 DF2699;SPC GA W     -   400,904.857   724,654.495   MT  0.99990749   +0 08 49.6
 DF2699;SPC GA W     - 1,315,302.02  2,377,470.62   sFT  0.99990749   +0 08 49.6
 DF2699;UTM  17      - 3,723,312.335   230,856.834   MT  1.00049314   -1 36 25.2
 DF2699
 DF2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2699!SPC GA W     -   0.99997110  x   0.99990749  =   0.99987859
 DF2699!UTM  17      -   0.99997110  x   1.00049314  =   1.00046423
 DF2699
 DF2699|---------------------------------------------------------------------|
 DF2699| PID    Reference Object                     Distance      Geod. Az  |
 DF2699|                                                           dddmmss.s |
 DF2699| DF2698 BV 107 206 GADT 1974 PTA             26.278 METERS 15911     |
 DF2699| CY7556 BV 107 206 AZ MK                                   2452236.2 |
 DF2699|---------------------------------------------------------------------|
 DF2699
 DF2699                          SUPERSEDED SURVEY CONTROL
 DF2699
 DF2699  NAD 83(1986)-  33 36 56.24695(N)    083 54 03.46856(W) AD(       ) 2
 DF2699  NAD 27      -  33 36 55.84349(N)    083 54 03.79254(W) AD(       ) 2
 DF2699  NGVD 29 (07/19/86)  213.     (m)          699.     (f) VERT ANG       
 DF2699
 DF2699.Superseded values are not recommended for survey control.
 DF2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2699.See file dsdata.txt to determine how the superseded data were derived.
 DF2699
 DF2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3085723312(NAD 83)
 DF2699_MARKER: DD = SURVEY DISK
 DF2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2699
 DF2699  HISTORY     - Date     Condition        Report By
 DF2699  HISTORY     - 1974     MONUMENTED       GADT
 DF2699
 DF2699                          STATION DESCRIPTION
 DF2699
 DF2699'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2699'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-NORTHWEST
 DF2699'OF COVINGTON, 7-1/2 MILES EAST-SOUTHEAST OF CONYERS, AND 11-3/4
 DF2699'MILES NORTHWEST OF MANSFIELD ON COUNTY RIGHT OF WAY.
 DF2699'
 DF2699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF2699'(STATE ROUTE 12) AND INTERSTATE 20 IN COVINGTON, GO WEST ALONG
 DF2699'U.S. HIGHWAY 278 (AN ACCESS ROAD PARALLEL TO THE SOUTH SIDE OF
 DF2699'INTERSTATE 20) FOR 1.7 MILES TO THE JUNCTION OF OXFORD ROAD TO THE
 DF2699'RIGHT.  TURN RIGHT GOING NORTH ALONG OXFORD ROAD (CROSSING
 DF2699'INTERSTATE 20) FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF2699'
 DF2699'THE STATION IS LOCATED 56 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DF2699'61 FEET SOUTH OF THE CENTERLINE OF THE OLD U.S. HIGHWAY 278, 105.0
 DF2699'FEET SOUTH OF A POWERPOLE, AND 4.5 FEET EAST OF A WITNESS POST SET
 DF2699'AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 102-206 SET
 DF2699'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2699'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2699'DISK STAMPED 107-206 SET IN AN IRREGULAR MASS OF CONCRETE
 DF2699'APPROXIMATELY 0.70 METER BELOW THE GROUND SURFACE.
 DF2699'
 DF2699'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF OXFORD ROAD AND
 DF2699'U.S. HIGHWAY 278, GO WEST ALONG U.S. HIGHWAY 278 FOR 0.35 MILE TO
 DF2699'THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 19 FEET SOUTH OF THE
 DF2699'CENTERLINE OF U.S. HIGHWAY 278, 37.5 FEET NORTH OF A TEN INCH PINE
 DF2699'TREE, 35.5 FEET NORTHWEST OF A TEN INCH CEDAR TREE, AND 3.5 FEET
 DF2699'NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 107-206
 DF2699'AZMK SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2699'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2647 ***********************************************************************
 DF2647  DESIGNATION -  BV 107 207
 DF2647  PID         -  DF2647
 DF2647  STATE/COUNTY-  GA/NEWTON
 DF2647  USGS QUAD   -  MANSFIELD (1981)
 DF2647
 DF2647                         *CURRENT SURVEY CONTROL
 DF2647  ___________________________________________________________________
 DF2647* NAD 83(1994)-  33 36 38.77284(N)    083 41 56.43890(W)     ADJUSTED  
 DF2647* NAVD 88     -       244.1    (meters)     801.     (feet)  VERTCON   
 DF2647  ___________________________________________________________________
 DF2647  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DF2647  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF2647
 DF2647  HORZ ORDER  -  SECOND
 DF2647
 DF2647.The horizontal coordinates were established by classical geodetic methods
 DF2647.and adjusted by the National Geodetic Survey in September 1997..
 DF2647
 DF2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2647
 DF2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2647
 DF2647.The geoid height was determined by GEOID03.
 DF2647
 DF2647;                    North         East     Units Scale Factor Converg.
 DF2647;SPC GA W     -   400,433.114   743,396.191   MT  0.99992321   +0 15 31.9
 DF2647;SPC GA W     - 1,313,754.31  2,438,959.00   sFT  0.99992321   +0 15 31.9
 DF2647;UTM  17      - 3,722,266.657   249,585.005   MT  1.00037315   -1 29 41.3
 DF2647
 DF2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2647!SPC GA W     -   0.99996617  x   0.99992321  =   0.99988939
 DF2647!UTM  17      -   0.99996617  x   1.00037315  =   1.00033931
 DF2647
 DF2647:                Primary Azimuth Mark                     Grid Az
 DF2647:SPC GA W     -  BV 107 207 AZ MK                         271 54 59.7
 DF2647:UTM  17      -  BV 107 207 AZ MK                         273 40 12.9
 DF2647
 DF2647|---------------------------------------------------------------------|
 DF2647| PID    Reference Object                     Distance      Geod. Az  |
 DF2647|                                                           dddmmss.s |
 DF2647| CY7557 BV 107 207 AZ MK                                   2721031.6 |
 DF2647|---------------------------------------------------------------------|
 DF2647
 DF2647                          SUPERSEDED SURVEY CONTROL
 DF2647
 DF2647  NAD 83(1986)-  33 36 38.77899(N)    083 41 56.43815(W) AD(       ) 2
 DF2647  NAD 27      -  33 36 38.35557(N)    083 41 56.78036(W) AD(       ) 2
 DF2647  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 DF2647
 DF2647.Superseded values are not recommended for survey control.
 DF2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2647.See file dsdata.txt to determine how the superseded data were derived.
 DF2647
 DF2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4958522267(NAD 83)
 DF2647_MARKER: DD = SURVEY DISK
 DF2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2647
 DF2647  HISTORY     - Date     Condition        Report By
 DF2647  HISTORY     - 1974     MONUMENTED       GADT
 DF2647
 DF2647                          STATION DESCRIPTION
 DF2647
 DF2647'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2647'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES WEST-SOUTHWEST
 DF2647'OF RUTLEDGE, 6-1/2 MILES NORTH OF NEWBORN, AND 9-1/4 MILES EAST
 DF2647'OF COVINGTON ON STATE RIGHT OF WAY.
 DF2647'
 DF2647'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 DF2647'ROUTE 81 LOOP, LOCATED AT THE NORTHEAST EDGE OF COVINGTON, TRAVEL
 DF2647'EAST ALONG INTERSTATE 20 FOR 4.5 MILES TO THE JUNCTION OF STATE
 DF2647'ROUTE 11 CROSSING.  CONTINUE TRAVELING EAST ALONG INTERSTATE 20
 DF2647'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE HIGHWAY
 DF2647'MEDIAN.  CONTINUE TRAVELING EAST ALONG INTERSTATE 20 FOR 2.45
 DF2647'MILES EXITING TO THE JUNCTION OF U.S. HIGHWAY 278 CROSSING.  TURN
 DF2647'LEFT, TRAVELING NORTH ALONG U.S. HIGHWAY 278 FOR 0.1 MILE TO THE
 DF2647'STATION ON THE LEFT ON TOP OF A 10 FOOT CUT BANK OVERLOOKING THE
 DF2647'WESTBOUND ENTRANCE RAMP TO INTERSTATE 20.
 DF2647'
 DF2647'THE STATION IS LOCATED 76 FEET NORTHEAST OF THE CENTERLINE OF
 DF2647'THE INTERSTATE 20 WESTBOUND ENTRANCE RAMP, 206 FEET NORTHWEST OF
 DF2647'THE CENTERLINE OF U.S. HIGHWAY 278, AND 4 FEET SOUTHWEST OF A
 DF2647'WITNESS POST SET AT THE RIGHT OF WAY FENCELINE.  THE STATION IS A
 DF2647'STANDARD BRASS DISK STAMPED 107-207, SET IN THE TOP OF A 10 INCH
 DF2647'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2647'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 107-207, SET IN
 DF2647'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW THE
 DF2647'SURFACE OF THE GROUND.
 DF2647'
 DF2647'THE AZIMUTH MARK IS LOCATED 24 FEET NORTH OF THE CENTERLINE OF
 DF2647'THE EASTBOUND LANE OF INTERSTATE 20, 65 FEET SOUTH OF THE
 DF2647'CENTERLINE OF THE WESTBOUND LANE, AND 4.0 FEET SOUTH OF A
 DF2647'WITNESS POST.  IT IS A STANDARD DISK STAMPED 107-207 AZMK, SET IN
 DF2647'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2647'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2682 ***********************************************************************
 DF2682  DESIGNATION -  BV 107 208
 DF2682  PID         -  DF2682
 DF2682  STATE/COUNTY-  GA/NEWTON
 DF2682  USGS QUAD   -  COVINGTON (1985)
 DF2682
 DF2682                         *CURRENT SURVEY CONTROL
 DF2682  ___________________________________________________________________
 DF2682* NAD 83(1994)-  33 36 51.77310(N)    083 49 53.54997(W)     ADJUSTED  
 DF2682* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 DF2682  ___________________________________________________________________
 DF2682  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DF2682  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF2682
 DF2682  HORZ ORDER  -  SECOND
 DF2682
 DF2682.The horizontal coordinates were established by classical geodetic methods
 DF2682.and adjusted by the National Geodetic Survey in September 1997..
 DF2682
 DF2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2682
 DF2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2682
 DF2682.The geoid height was determined by GEOID03.
 DF2682
 DF2682;                    North         East     Units Scale Factor Converg.
 DF2682;SPC GA W     -   400,785.920   731,096.610   MT  0.99991192   +0 11 07.9
 DF2682;SPC GA W     - 1,314,911.81  2,398,606.13   sFT  0.99991192   +0 11 07.9
 DF2682;UTM  17      - 3,722,996.090   237,295.909   MT  1.00045091   -1 34 06.4
 DF2682
 DF2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2682!SPC GA W     -   0.99996528  x   0.99991192  =   0.99987720
 DF2682!UTM  17      -   0.99996528  x   1.00045091  =   1.00041617
 DF2682
 DF2682|---------------------------------------------------------------------|
 DF2682| PID    Reference Object                     Distance      Geod. Az  |
 DF2682|                                                           dddmmss.s |
 DF2682| DF2683 BV 107 208 GADT 1974 PTA             23.658 METERS 07840     |
 DF2682| CY7558 BV 107 208 AZ MK                                   1045651.7 |
 DF2682| DF2681 COVINGTON INDUSTRIAL BLVD TANK      APPROX. 0.7 KM 2430228.6 |
 DF2682|---------------------------------------------------------------------|
 DF2682
 DF2682                          SUPERSEDED SURVEY CONTROL
 DF2682
 DF2682  NAD 83(1986)-  33 36 51.77939(N)    083 49 53.54912(W) AD(       ) 2
 DF2682  NAD 27      -  33 36 51.37330(N)    083 49 53.87894(W) AD(       ) 2
 DF2682  NGVD 29 (07/19/86)  250.     (m)          820.     (f) VERT ANG       
 DF2682
 DF2682.Superseded values are not recommended for survey control.
 DF2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2682.See file dsdata.txt to determine how the superseded data were derived.
 DF2682
 DF2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3729622996(NAD 83)
 DF2682_MARKER: DD = SURVEY DISK
 DF2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2682+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DF2682
 DF2682  HISTORY     - Date     Condition        Report By
 DF2682  HISTORY     - 1975     MONUMENTED       GADT
 DF2682  HISTORY     - 20040119 GOOD             INDIV
 DF2682
 DF2682                          STATION DESCRIPTION
 DF2682
 DF2682'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2682'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF
 DF2682'COVINGTON, 10-1/4 MILES NORTHWEST OF NEWBORN, AND 11-1/4 MILES
 DF2682'EAST-SOUTHEAST OF CONYERS ON STATE RIGHT OF WAY.
 DF2682'
 DF2682'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 DF2682'ROUTE 81, LOCATED IN COVINGTON, GO EAST ALONG INTERSTATE 20 FOR
 DF2682'1.35 MILES TO THE BRIDGE OVER ALCOVY ROAD (COUNTY ROAD
 DF2682'91052).  CONTINUE EAST ALONG INTERSTATE 20 FOR 0.65 MILE TO THE
 DF2682'BRIDGE OVER THE GEORGIA RAILWAY.  CONTINUE EAST ALONG INTERSTATE
 DF2682'20 FOR 0.15 MILE TO THE STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 DF2682'
 DF2682'THE STATION IS LOCATED 64 FEET SOUTH OF THE CENTERLINE OF THE
 DF2682'WESTBOUND LANE OF INTERSTATE 20, 22.5 FEET NORTH OF THE EASTBOUND
 DF2682'LANE, AND 2.5 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 DF2682'BRASS DISK STAMPED 107-208, SET IN THE TOP OF A 10 INCH
 DF2682'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2682'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2682'107-208, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2682'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.
 DF2682'
 DF2682'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG
 DF2682'INTERSTATE 20 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE
 DF2682'HIGHWAY MEDIAN.  THE AZIMUTH MARK IS LOCATED 59 FEET SOUTH OF THE
 DF2682'CENTERLINE OF THE WESTBOUND LANE OF INTERSTATE 20, 30 FEET NORTH
 DF2682'OF THE EASTBOUND LANE, AND 2.5 FEET SOUTH OF A WITNESS POST.  IT
 DF2682'IS A STANDARD DISK STAMPED 107-208 AZMK, SET IN THE TOP OF A 10
 DF2682'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2682'GROUND.
 DF2682
 DF2682                          STATION RECOVERY (2004)
 DF2682
 DF2682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TS)
 DF2682'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2644 ***********************************************************************
 DF2644  DESIGNATION -  BV 107 209
 DF2644  PID         -  DF2644
 DF2644  STATE/COUNTY-  GA/NEWTON
 DF2644  USGS QUAD   -  MANSFIELD (1981)
 DF2644
 DF2644                         *CURRENT SURVEY CONTROL
 DF2644  ___________________________________________________________________
 DF2644* NAD 83(1994)-  33 33 15.16072(N)    083 44 16.93866(W)     ADJUSTED  
 DF2644* NAVD 88     -       239.     (meters)     784.     (feet)  VERTCON   
 DF2644  ___________________________________________________________________
 DF2644  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DF2644  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DF2644
 DF2644  HORZ ORDER  -  SECOND
 DF2644
 DF2644.The horizontal coordinates were established by classical geodetic methods
 DF2644.and adjusted by the National Geodetic Survey in September 1997..
 DF2644
 DF2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2644
 DF2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2644
 DF2644.The geoid height was determined by GEOID03.
 DF2644
 DF2644;                    North         East     Units Scale Factor Converg.
 DF2644;SPC GA W     -   394,144.767   739,800.538   MT  0.99991952   +0 14 12.9
 DF2644;SPC GA W     - 1,293,123.29  2,427,162.27   sFT  0.99991952   +0 14 12.9
 DF2644;UTM  17      - 3,716,088.344   245,796.979   MT  1.00039673   -1 30 51.1
 DF2644
 DF2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2644!SPC GA W     -   0.99996696  x   0.99991952  =   0.99988649
 DF2644!UTM  17      -   0.99996696  x   1.00039673  =   1.00036368
 DF2644
 DF2644:                Primary Azimuth Mark                     Grid Az
 DF2644:SPC GA W     -  BV 107 209 AZ MK                         195 50 54.9
 DF2644:UTM  17      -  BV 107 209 AZ MK                         197 35 58.9
 DF2644
 DF2644|---------------------------------------------------------------------|
 DF2644| PID    Reference Object                     Distance      Geod. Az  |
 DF2644|                                                           dddmmss.s |
 DF2644| CY7559 BV 107 209 AZ MK                                   1960507.8 |
 DF2644| DF2645 BV 107 209 GADT 1974 PTA             21.355 METERS 33202     |
 DF2644|---------------------------------------------------------------------|
 DF2644
 DF2644                          SUPERSEDED SURVEY CONTROL
 DF2644
 DF2644  NAD 83(1986)-  33 33 15.16691(N)    083 44 16.93776(W) AD(       ) 2
 DF2644  NAD 27      -  33 33 14.73823(N)    083 44 17.28376(W) AD(       ) 2
 DF2644  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 DF2644
 DF2644.Superseded values are not recommended for survey control.
 DF2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2644.See file dsdata.txt to determine how the superseded data were derived.
 DF2644
 DF2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4579716088(NAD 83)
 DF2644_MARKER: DD = SURVEY DISK
 DF2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2644
 DF2644  HISTORY     - Date     Condition        Report By
 DF2644  HISTORY     - 1974     MONUMENTED       GADT
 DF2644
 DF2644                          STATION DESCRIPTION
 DF2644
 DF2644'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2644'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF
 DF2644'MANSFIELD, 3-1/2 MILES NORTHWEST OF NEWBORN, AND 7-1/2 MILES
 DF2644'EAST-SOUTHEAST OF COVINGTON ON STATE RIGHT OF WAY.
 DF2644'
 DF2644'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 AND STATE
 DF2644'ROUTE 142, LOCATED APPROXIMATELY 3-1/2 MILES NORTHWEST OF NEWBORN,
 DF2644'GO NORTHEASTERLY ALONG STATE ROUTE 11 FOR 0.2 MILE TO THE STATION
 DF2644'ON THE RIGHT.
 DF2644'
 DF2644'THE STATION IS LOCATED 36 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2644'STATE ROUTE 11, 87.0 FEET NORTHEAST OF A POWER POLE, AND 5.5 FEET
 DF2644'NORTHWEST OF A WITNESS POST.  THE STATION IS A STANDARD BRASS DISK
 DF2644'STAMPED 107-209, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2644'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2644'STATION IS A STANDARD DISK STAMPED 107-209, SET IN AN IRREGULAR
 DF2644'MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF
 DF2644'THE GROUND.
 DF2644'
 DF2644'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTES 142
 DF2644'AND 11, GO SOUTH ALONG STATE ROUTE 11 FOR 0.65 MILE TO THE MARK ON
 DF2644'THE RIGHT.  IT IS LOCATED 37 FEET WEST OF THE CENTERLINE OF STATE
 DF2644'ROUTE 11, 19.0 FEET SOUTHWEST OF A POWER POLE, 11.5 FEET
 DF2644'SOUTHEAST OF ANOTHER POWER POLE, AND 3.8 FEET EAST OF A WITNESS
 DF2644'POST.  IT IS A STANDARD DISK STAMPED 107-209 AZMK, SET IN THE
 DF2644'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2644'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2641 ***********************************************************************
 DF2641  DESIGNATION -  BV 107 210
 DF2641  PID         -  DF2641
 DF2641  STATE/COUNTY-  GA/NEWTON
 DF2641  USGS QUAD   -  MANSFIELD (1981)
 DF2641
 DF2641                         *CURRENT SURVEY CONTROL
 DF2641  ___________________________________________________________________
 DF2641* NAD 83(1994)-  33 30 46.74421(N)    083 41 23.98790(W)     ADJUSTED  
 DF2641* NAVD 88     -       221.     (meters)     725.     (feet)  VERTCON   
 DF2641  ___________________________________________________________________
 DF2641  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DF2641  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DF2641
 DF2641  HORZ ORDER  -  SECOND
 DF2641
 DF2641.The horizontal coordinates were established by classical geodetic methods
 DF2641.and adjusted by the National Geodetic Survey in September 1997..
 DF2641
 DF2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2641
 DF2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2641
 DF2641.The geoid height was determined by GEOID03.
 DF2641
 DF2641;                    North         East     Units Scale Factor Converg.
 DF2641;SPC GA W     -   389,592.012   744,282.550   MT  0.99992417   +0 15 47.5
 DF2641;SPC GA W     - 1,278,186.46  2,441,867.00   sFT  0.99992417   +0 15 47.5
 DF2641;UTM  17      - 3,711,398.665   250,139.857   MT  1.00036974   -1 29 09.6
 DF2641
 DF2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2641!SPC GA W     -   0.99996977  x   0.99992417  =   0.99989394
 DF2641!UTM  17      -   0.99996977  x   1.00036974  =   1.00033950
 DF2641
 DF2641:                Primary Azimuth Mark                     Grid Az
 DF2641:SPC GA W     -  BV 107 210 AZ MK                         103 55 25.6
 DF2641:UTM  17      -  BV 107 210 AZ MK                         105 40 22.7
 DF2641
 DF2641|---------------------------------------------------------------------|
 DF2641| PID    Reference Object                     Distance      Geod. Az  |
 DF2641|                                                           dddmmss.s |
 DF2641| CY7560 BV 107 210 AZ MK                                   1041113.1 |
 DF2641| DF2642 BV 107 210 GADT 1974 PTA             14.831 METERS 30838     |
 DF2641|---------------------------------------------------------------------|
 DF2641
 DF2641                          SUPERSEDED SURVEY CONTROL
 DF2641
 DF2641  NAD 83(1986)-  33 30 46.75040(N)    083 41 23.98709(W) AD(       ) 2
 DF2641  NAD 27      -  33 30 46.31259(N)    083 41 24.34461(W) AD(       ) 2
 DF2641  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 DF2641
 DF2641.Superseded values are not recommended for survey control.
 DF2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2641.See file dsdata.txt to determine how the superseded data were derived.
 DF2641
 DF2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5014011399(NAD 83)
 DF2641_MARKER: DD = SURVEY DISK
 DF2641_SETTING: 0 = UNSPECIFIED SETTING
 DF2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2641+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2641
 DF2641  HISTORY     - Date     Condition        Report By
 DF2641  HISTORY     - 1974     MONUMENTED       GADT
 DF2641  HISTORY     - 20060221 GOOD             STRSMA
 DF2641
 DF2641                          STATION DESCRIPTION
 DF2641
 DF2641'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2641'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF NEWBORN ON
 DF2641'STATE RIGHT OF WAY.
 DF2641'
 DF2641'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 142, 229,
 DF2641'AND 213, IN NEWBORN, TRAVEL SOUTHEAST ALONG STATE ROUTE 142 FOR 0.5
 DF2641'MILE TO THE JUNCTION OF RUTLEDGE ROAD (COUNTY ROAD 92153)
 DF2641'CROSSING.  CONTINUE TRAVELING SOUTHEAST ALONG STATE ROUTE 142 FOR
 DF2641'0.45 MILE TO THE STATION ON THE RIGHT.
 DF2641'
 DF2641'THE STATION IS LOCATED 27 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2641'STATE ROUTE 142, 25.0 FEET WEST OF A 24 INCH OAK TREE, 46.0 FEET
 DF2641'SOUTHEAST OF A TELEPHONE POLE, AND 3.9 FEET NORTHEAST OF A WITNESS
 DF2641'POST.  IT IS A STANDARD BRASS DISK STAMPED 107-210, SET IN A ONE
 DF2641'INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.
 DF2641'
 DF2641'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL EAST-SOUTHEAST
 DF2641'ALONG STATE ROUTE 142 FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 DF2641'ROAD 27 FORKING TO THE LEFT.  TURN LEFT, TRAVELING EAST ALONG
 DF2641'COUNTY ROAD 27 FOR 0.35 MILE TO THE MARK ON THE LEFT.  IT IS
 DF2641'LOCATED 18.0 FEET SOUTHWEST OF THE SOUTHWESTERN RAIL OF A CENTRAL
 DF2641'OF GEORGIA RAILROAD TRACK, 23 FEET NORTH OF THE CENTERLINE OF
 DF2641'COUNTY ROAD 27, 74 FEET WEST OF THE POINT OF INTERSECTION OF
 DF2641'THE CENTERLINES OF THE ROAD AND THE RAILWAY, AND 4.7 FEET
 DF2641'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2641'107-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2641'POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2641
 DF2641                          STATION RECOVERY (2006)
 DF2641
 DF2641'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2194 ***********************************************************************
 DF2194  DESIGNATION -  BV 108 200
 DF2194  PID         -  DF2194
 DF2194  STATE/COUNTY-  GA/OCONEE
 DF2194  USGS QUAD   -  WATKINSVILLE (1986)
 DF2194
 DF2194                         *CURRENT SURVEY CONTROL
 DF2194  ___________________________________________________________________
 DF2194* NAD 83(1994)-  33 45 37.93915(N)    083 25 04.04919(W)     ADJUSTED  
 DF2194* NAVD 88     -       230.     (meters)     755.     (feet)  VERTCON   
 DF2194  ___________________________________________________________________
 DF2194  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DF2194  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF2194
 DF2194  HORZ ORDER  -  SECOND
 DF2194
 DF2194.The horizontal coordinates were established by classical geodetic methods
 DF2194.and adjusted by the National Geodetic Survey in September 1997..
 DF2194
 DF2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2194
 DF2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2194
 DF2194.The geoid height was determined by GEOID03.
 DF2194
 DF2194;                    North         East     Units Scale Factor Converg.
 DF2194;SPC GA W     -   417,197.189   769,372.030   MT  0.99995931   +0 24 58.3
 DF2194;SPC GA W     - 1,368,754.44  2,524,181.40   sFT  0.99995931   +0 24 58.3
 DF2194;UTM  17      - 3,738,232.060   276,072.018   MT  1.00021821   -1 20 39.1
 DF2194
 DF2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2194!SPC GA W     -   0.99996839  x   0.99995931  =   0.99992770
 DF2194!UTM  17      -   0.99996839  x   1.00021821  =   1.00018659
 DF2194
 DF2194|---------------------------------------------------------------------|
 DF2194| PID    Reference Object                     Distance      Geod. Az  |
 DF2194|                                                           dddmmss.s |
 DF2194| DF2193 BV 108 200 GADT 1975 PTA             25.331 METERS 11953     |
 DF2194| DF3324 BV 108 200 AZ MK                                   1280958.4 |
 DF2194|---------------------------------------------------------------------|
 DF2194
 DF2194                          SUPERSEDED SURVEY CONTROL
 DF2194
 DF2194  NAD 83(1986)-  33 45 37.94541(N)    083 25 04.04830(W) AD(       ) 2
 DF2194  NAD 27      -  33 45 37.50390(N)    083 25 04.47000(W) AD(       ) 2
 DF2194  NGVD 29 (07/19/86)  230.     (m)          755.     (f) VERT ANG       
 DF2194
 DF2194.Superseded values are not recommended for survey control.
 DF2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2194.See file dsdata.txt to determine how the superseded data were derived.
 DF2194
 DF2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7607238232(NAD 83)
 DF2194_MARKER: DD = SURVEY DISK
 DF2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2194
 DF2194  HISTORY     - Date     Condition        Report By
 DF2194  HISTORY     - 1975     MONUMENTED       GADT
 DF2194
 DF2194                          STATION DESCRIPTION
 DF2194
 DF2194'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2194'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH-SOUTHEAST
 DF2194'OF FARMINGTON, 5 MILES NORTH OF APALACHEE, AND 5-3/4 MILES
 DF2194'NORTHEAST OF BOSTWICK ON COUNTY RIGHT OF WAY.
 DF2194'
 DF2194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 AND
 DF2194'441 (STATE ROUTE 24) AND COUNTY ROAD 92128 TO THE EAST-SOUTHEAST
 DF2194'AND COUNTY ROAD 169 TO THE WEST-NORTHWEST, GO EAST-SOUTHEAST
 DF2194'ALONG COUNTY ROAD 92128 FOR 0.15 MILE TO THE JUNCTION OF COUNTY
 DF2194'ROAD 92128 TURNING RIGHT AND COUNTY ROAD 181 TO THE LEFT.  TURN
 DF2194'RIGHT, GOING SOUTH ALONG COUNTY ROAD 92128 FOR 0.05 MILE TO THE
 DF2194'JUNCTION OF MAYNE MILL ROAD (COUNTY ROAD 140) TO THE LEFT.
 DF2194'CONTINUE SOUTH ALONG COUNTY ROAD 92128 FOR 0.15 MILE TO THE
 DF2194'JUNCTION OF COUNTY ROAD 134 FORKING TO THE RIGHT.  CONTINUE
 DF2194'SOUTHWESTERLY ALONG COUNTY ROAD 92128 (SALEM ROAD) FOR 0.95
 DF2194'MILE TO THE STATION ON THE RIGHT.
 DF2194'
 DF2194'THE STATION IS A STANDARD BRASS DISK STAMPED 108-200, SET IN
 DF2194'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2194'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2194'DISK STAMPED 108-200, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2194'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2194'IS LOCATED 33 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 DF2194'92128, 92.5 FEET SOUTHEAST OF A POWER POLE, 42.0 FEET NORTHWEST
 DF2194'OF ANOTHER POWER POLE, 60.0 FEET EAST OF A 6 INCH PEAR TREE,
 DF2194'AND 1.5 FEET NORTHEAST OF A WITNESS POST.
 DF2194'
 DF2194'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 DF2194'ON COUNTY ROAD 92128 FOR 0.4 MILE TO THE MARK ON THE LEFT.  IT IS
 DF2194'A STANDARD DISK STAMPED 108-200 AZMK, SET IN THE TOP OF A 10 INCH
 DF2194'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2194'IT IS LOCATED 38 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DF2194'92128, 92.0 FEET EAST OF A FENCE CORNER ON THE SOUTHWEST SIDE
 DF2194'OF THE ROAD, AND 2.5 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2195 ***********************************************************************
 DF2195  DESIGNATION -  BV 108 201
 DF2195  PID         -  DF2195
 DF2195  STATE/COUNTY-  GA/OCONEE
 DF2195  USGS QUAD   -  WATKINSVILLE (1986)
 DF2195
 DF2195                         *CURRENT SURVEY CONTROL
 DF2195  ___________________________________________________________________
 DF2195* NAD 83(1994)-  33 48 58.37505(N)    083 26 49.72284(W)     ADJUSTED  
 DF2195* NAVD 88     -       237.     (meters)     778.     (feet)  VERTCON   
 DF2195  ___________________________________________________________________
 DF2195  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 DF2195  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DF2195
 DF2195  HORZ ORDER  -  SECOND
 DF2195
 DF2195.The horizontal coordinates were established by classical geodetic methods
 DF2195.and adjusted by the National Geodetic Survey in September 1997..
 DF2195
 DF2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2195
 DF2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2195
 DF2195.The geoid height was determined by GEOID03.
 DF2195
 DF2195;                    North         East     Units Scale Factor Converg.
 DF2195;SPC GA W     -   423,352.967   766,609.658   MT  0.99995468   +0 24 01.6
 DF2195;SPC GA W     - 1,388,950.53  2,515,118.52   sFT  0.99995468   +0 24 01.6
 DF2195;UTM  17      - 3,744,471.522   273,499.501   MT  1.00023249   -1 21 45.0
 DF2195
 DF2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2195!SPC GA W     -   0.99996731  x   0.99995468  =   0.99992199
 DF2195!UTM  17      -   0.99996731  x   1.00023249  =   1.00019980
 DF2195
 DF2195:                Primary Azimuth Mark                     Grid Az
 DF2195:SPC GA W     -  BV 108 201 AZ MK                         130 47 03.4
 DF2195:UTM  17      -  BV 108 201 AZ MK                         132 32 50.0
 DF2195
 DF2195|---------------------------------------------------------------------|
 DF2195| PID    Reference Object                     Distance      Geod. Az  |
 DF2195|                                                           dddmmss.s |
 DF2195| DF3325 BV 108 201 AZ MK                                   1311105.0 |
 DF2195| DF2196 BV 108 201 GADT 1975 PTA             32.825 METERS 34959     |
 DF2195|---------------------------------------------------------------------|
 DF2195
 DF2195                          SUPERSEDED SURVEY CONTROL
 DF2195
 DF2195  NAD 83(1986)-  33 48 58.38172(N)    083 26 49.72210(W) AD(       ) 2
 DF2195  NAD 27      -  33 48 57.95575(N)    083 26 50.14953(W) AD(       ) 2
 DF2195  NGVD 29 (07/19/86)  237.     (m)          778.     (f) VERT ANG       
 DF2195
 DF2195.Superseded values are not recommended for survey control.
 DF2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2195.See file dsdata.txt to determine how the superseded data were derived.
 DF2195
 DF2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7350044472(NAD 83)
 DF2195_MARKER: DD = SURVEY DISK
 DF2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2195
 DF2195  HISTORY     - Date     Condition        Report By
 DF2195  HISTORY     - 1975     MONUMENTED       GADT
 DF2195
 DF2195                          STATION DESCRIPTION
 DF2195
 DF2195'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2195'THE STATION IS LOCATED IN THE WESTERN SECTION OF BISHOP, ABOUT
 DF2195'3-1/2 MILES SOUTH-SOUTHWEST OF WATKINSVILLE ON THE PROPERTY OF
 DF2195'B.S. TANT, JR.
 DF2195'
 DF2195'TO REACH THE STATION FROM THE POST OFFICE IN BISHOP, TRAVEL
 DF2195'NORTH-NORTHWEST ALONG U.S. HIGHWAYS 129 AND 441 (STATE ROUTE 24)
 DF2195'FOR 0.2 MILE TO THE JUNCTION OF PRICE MILL ROAD (COUNTY ROAD
 DF2195'91421) CROSSING.  TURN LEFT, TRAVELING SOUTHWEST ALONG PRICE
 DF2195'MILL ROAD FOR 0.25 MILE TO A DIRT DRIVEWAY ON THE RIGHT.  TURN
 DF2195'RIGHT, TRAVELING WEST ALONG THE DIRT DRIVEWAY FOR 0.3 MILE TO
 DF2195'THE TANT RESIDENCE AND THE STATION ON THE RIGHT.  NOTE--KEEP
 DF2195'OUT OF FLOWER BED.
 DF2195'
 DF2195'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF AN UNPAVED
 DF2195'PARKING AREA SURROUNDED BY A FLOWER BED, 76 FEET SOUTH-SOUTHEAST
 DF2195'OF A POWER POLE, 71 FEET SOUTH OF THE SOUTHWEST CORNER OF A GREEN
 DF2195'PUMPHOUSE, AND 82 FEET EAST OF THE NORTHEAST CORNER OF THE TANT
 DF2195'RESIDENCE.  IT IS A STANDARD BRASS DISK STAMPED 108-201, SET IN
 DF2195'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2195'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2195'DISK STAMPED 108-201, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2195'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.
 DF2195'
 DF2195'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT DRIVEWAY
 DF2195'AND PRICE MILL ROAD, CONTINUE TRAVELING SOUTHWEST ALONG PRICE
 DF2195'MILL ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 DF2195'34 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 124 FEET
 DF2195'SOUTHWEST OF A 30 INCH PECAN TREE, 18 FEET NORTHWEST OF A
 DF2195'FENCELINE, 130 FEET NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT
 DF2195'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2195'108-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2195'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2572 ***********************************************************************
 DF2572  DESIGNATION -  BV 108 202
 DF2572  PID         -  DF2572
 DF2572  STATE/COUNTY-  GA/OCONEE
 DF2572  USGS QUAD   -  HIGH SHOALS (1985)
 DF2572
 DF2572                         *CURRENT SURVEY CONTROL
 DF2572  ___________________________________________________________________
 DF2572* NAD 83(1994)-  33 51 14.49879(N)    083 32 56.07653(W)     ADJUSTED  
 DF2572* NAVD 88     -       242.0    (meters)     794.     (feet)  VERTCON   
 DF2572  ___________________________________________________________________
 DF2572  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DF2572  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF2572
 DF2572  HORZ ORDER  -  SECOND
 DF2572
 DF2572.The horizontal coordinates were established by classical geodetic methods
 DF2572.and adjusted by the National Geodetic Survey in September 1997..
 DF2572
 DF2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2572
 DF2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2572
 DF2572.The geoid height was determined by GEOID03.
 DF2572
 DF2572;                    North         East     Units Scale Factor Converg.
 DF2572;SPC GA W     -   427,485.553   757,163.447   MT  0.99994027   +0 20 38.9
 DF2572;SPC GA W     - 1,402,508.85  2,484,127.08   sFT  0.99994027   +0 20 38.9
 DF2572;UTM  17      - 3,748,894.283   264,182.065   MT  1.00028560   -1 25 14.2
 DF2572
 DF2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2572!SPC GA W     -   0.99996655  x   0.99994027  =   0.99990683
 DF2572!UTM  17      -   0.99996655  x   1.00028560  =   1.00025214
 DF2572
 DF2572:                Primary Azimuth Mark                     Grid Az
 DF2572:SPC GA W     -  BV 108 202 AZ MK                         192 16 33.0
 DF2572:UTM  17      -  BV 108 202 AZ MK                         194 02 26.1
 DF2572
 DF2572|---------------------------------------------------------------------|
 DF2572| PID    Reference Object                     Distance      Geod. Az  |
 DF2572|                                                           dddmmss.s |
 DF2572| CY7561 BV 108 202 AZ MK                                   1923711.9 |
 DF2572|---------------------------------------------------------------------|
 DF2572
 DF2572                          SUPERSEDED SURVEY CONTROL
 DF2572
 DF2572  NAD 83(1986)-  33 51 14.50536(N)    083 32 56.07582(W) AD(       ) 2
 DF2572  NAD 27      -  33 51 14.08359(N)    083 32 56.48888(W) AD(       ) 2
 DF2572  NGVD 29 (07/19/86)  242.0    (m)          794.     (f) VERT ANG       
 DF2572
 DF2572.Superseded values are not recommended for survey control.
 DF2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2572.See file dsdata.txt to determine how the superseded data were derived.
 DF2572
 DF2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6418248894(NAD 83)
 DF2572_MARKER: DD = SURVEY DISK
 DF2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2572
 DF2572  HISTORY     - Date     Condition        Report By
 DF2572  HISTORY     - 1975     MONUMENTED       GADT
 DF2572
 DF2572                          STATION DESCRIPTION
 DF2572
 DF2572'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2572'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTHWEST OF
 DF2572'EASTVILLE, 3-1/2 MILES NORTHWEST OF HIGH SHOALS, AND 8-1/4 MILES
 DF2572'WEST OF WATKINSVILLE ON COUNTY RIGHT OF WAY.
 DF2572'
 DF2572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2572'ROUTE 10) AND STATE ROUTE 53, LOCATED 4-1/4 MILES SOUTHWEST OF
 DF2572'BOGART, GO SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 1.55 MILES TO
 DF2572'THE JUNCTION OF LANE CREEK ROAD (COUNTY ROAD 91) TO THE
 DF2572'RIGHT.  TURN RIGHT, GOING SOUTH-SOUTHEASTERLY ALONG LANE CREEK
 DF2572'ROAD FOR 0.6 MILE TO THE JUNCTION OF MOORES FORD ROAD (COUNTY
 DF2572'ROAD 88) CROSSING.  CONTINUE SOUTH-SOUTHEASTERLY ALONG LANE
 DF2572'CREEK ROAD FOR 1.5 MILES TO THE JUNCTION OF SNOWS MILL ROAD
 DF2572'(COUNTY ROAD 91049) CROSSING.  TURN RIGHT, GOING SOUTH ALONG
 DF2572'SNOWS MILL ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DF2572'
 DF2572'THE STATION IS LOCATED 31 FEET WEST OF THE CENTERLINE OF SNOWS
 DF2572'MILL ROAD, 388.0 FEET SOUTH OF A POWER POLE, 29.0 FEET
 DF2572'EAST-NORTHEAST OF A POWER POLE, AND 2.0 FEET EAST OF A WITNESS
 DF2572'POST.  IT IS A STANDARD BRASS DISK STAMPED 108-202, SET IN THE
 DF2572'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2572'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2572'STAMPED 108-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2572'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2572'
 DF2572'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 DF2572'SNOWS MILL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.  THE MARK
 DF2572'IS LOCATED 29 FEET EAST-SOUTHEAST OF THE CENTERLINE OF SNOWS MILL
 DF2572'ROAD, 159.5 FEET EAST-NORTHEAST OF A POWER POLE ON THE
 DF2572'NORTHWEST SIDE OF THE ROAD, 103.5 FEET SOUTHEAST OF THE SOUTH
 DF2572'END OF A CULVERT UNDER A DRIVEWAY TO A FIELD ON THE WEST SIDE OF
 DF2572'THE ROAD, AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A
 DF2572'STANDARD DISK STAMPED 108-202 AZMK, SET IN THE TOP OF A 10 INCH
 DF2572'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2572'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2198 ***********************************************************************
 DF2198  DESIGNATION -  BV 108 203
 DF2198  PID         -  DF2198
 DF2198  STATE/COUNTY-  GA/OCONEE
 DF2198  USGS QUAD   -  WATKINSVILLE (1986)
 DF2198
 DF2198                         *CURRENT SURVEY CONTROL
 DF2198  ___________________________________________________________________
 DF2198* NAD 83(1994)-  33 51 44.67548(N)    083 27 32.06574(W)     ADJUSTED  
 DF2198* NAVD 88     -       250.     (meters)     820.     (feet)  VERTCON   
 DF2198  ___________________________________________________________________
 DF2198  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DF2198  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF2198
 DF2198  HORZ ORDER  -  SECOND
 DF2198
 DF2198.The horizontal coordinates were established by classical geodetic methods
 DF2198.and adjusted by the National Geodetic Survey in September 1997..
 DF2198
 DF2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2198
 DF2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2198
 DF2198.The geoid height was determined by GEOID03.
 DF2198
 DF2198;                    North         East     Units Scale Factor Converg.
 DF2198;SPC GA W     -   428,468.933   765,485.532   MT  0.99995285   +0 23 39.8
 DF2198;SPC GA W     - 1,405,735.16  2,511,430.45   sFT  0.99995285   +0 23 39.8
 DF2198;UTM  17      - 3,749,621.117   272,533.121   MT  1.00023789   -1 22 14.5
 DF2198
 DF2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2198!SPC GA W     -   0.99996529  x   0.99995285  =   0.99991814
 DF2198!UTM  17      -   0.99996529  x   1.00023789  =   1.00020317
 DF2198
 DF2198|---------------------------------------------------------------------|
 DF2198| PID    Reference Object                     Distance      Geod. Az  |
 DF2198|                                                           dddmmss.s |
 DF2198| DF2197 BV 108 203 GADT 1975 PTA             24.345 METERS 02116     |
 DF2198| DF3326 BV 108 203 AZ MK                                   3020037.8 |
 DF2198|---------------------------------------------------------------------|
 DF2198
 DF2198                          SUPERSEDED SURVEY CONTROL
 DF2198
 DF2198  NAD 83(1986)-  33 51 44.68219(N)    083 27 32.06506(W) AD(       ) 2
 DF2198  NAD 27      -  33 51 44.25726(N)    083 27 32.49033(W) AD(       ) 2
 DF2198  NGVD 29 (07/19/86)  250.     (m)          820.     (f) VERT ANG       
 DF2198
 DF2198.Superseded values are not recommended for survey control.
 DF2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2198.See file dsdata.txt to determine how the superseded data were derived.
 DF2198
 DF2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7253349621(NAD 83)
 DF2198_MARKER: DD = SURVEY DISK
 DF2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2198
 DF2198  HISTORY     - Date     Condition        Report By
 DF2198  HISTORY     - 1975     MONUMENTED       GADT
 DF2198
 DF2198                          STATION DESCRIPTION
 DF2198
 DF2198'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2198'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST OF
 DF2198'WATKINSVILLE, 3-1/2 MILES NORTH-NORTHWEST OF BISHOP, AND 4 MILES
 DF2198'NORTHEAST OF HIGH SHOALS ON COUNTY RIGHT OF WAY.
 DF2198'
 DF2198'TO REACH THE STATION FROM THE POST OFFICE IN BISHOP, GO NORTH
 DF2198'ALONG U.S. HIGHWAY 129 AND 441 (STATE ROUTE 24) FOR 0.5 MILE TO
 DF2198'THE JUNCTION OF STATE ROUTE 186 TO THE LEFT.  TURN LEFT, GOING
 DF2198'WEST ALONG STATE ROUTE 186 TO AN IMMEDIATE JUNCTION WITH UNION
 DF2198'CHURCH ROAD (COUNTY ROAD 92162) TO THE RIGHT.  TURN RIGHT, GOING
 DF2198'NORTH ALONG UNION CHURCH ROAD FOR 1.4 MILES TO THE JUNCTION OF
 DF2198'COUNTY ROAD 92577 CROSSING.  CONTINUE NORTH ALONG UNION CHURCH
 DF2198'ROAD FOR 1.35 MILES TO THE UNION CHRISTIAN CHURCH ON THE
 DF2198'LEFT.  CONTINUE NORTH ALONG UNION CHURCH ROAD FOR 0.2 MILE TO
 DF2198'THE STATION ON THE LEFT.
 DF2198'
 DF2198'THE STATION IS LOCATED 35 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2198'UNION CHURCH ROAD, 77 FEET NORTHWEST OF THE POINT OF INTERSECTION
 DF2198'OF THE CENTERLINES OF UNION CHURCH ROAD AND A DIRT DRIVEWAY TO
 DF2198'THE WEST, 75 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 83
 DF2198'FEET NORTH OF A POWER POLE ON THE SOUTHWEST SIDE OF THE DRIVEWAY,
 DF2198'AND 2.3 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 DF2198'BRASS DISK STAMPED 108-203, SET IN THE TOP OF A 10 INCH
 DF2198'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2198'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2198'STAMPED 108-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2198'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2198'
 DF2198'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ALONG
 DF2198'UNION CHURCH ROAD FOR 0.05 MILE TO ITS TERMINATION AT THE
 DF2198'JUNCTION OF STATE ROUTE 53 CROSSING.  TURN LEFT, GOING
 DF2198'NORTHWESTERLY ALONG STATE ROUTE 53 FOR 0.55 MILE TO THE MARK ON
 DF2198'THE RIGHT.  IT IS LOCATED 31 FEET NORTH-NORTHEAST OF THE
 DF2198'CENTERLINE OF STATE ROUTE 53, 16.5 FEET SOUTH-SOUTHWEST OF A
 DF2198'POWER POLE, AND 3 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT
 DF2198'IS A STANDARD DISK STAMPED 108-203 AZMK, SET IN THE TOP OF A 10
 DF2198'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2198'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2189 ***********************************************************************
 DF2189  DESIGNATION -  BV 108 204
 DF2189  PID         -  DF2189
 DF2189  STATE/COUNTY-  GA/OCONEE
 DF2189  USGS QUAD   -  WATKINSVILLE (1986)
 DF2189
 DF2189                         *CURRENT SURVEY CONTROL
 DF2189  ___________________________________________________________________
 DF2189* NAD 83(1994)-  33 51 36.48322(N)    083 22 42.45697(W)     ADJUSTED  
 DF2189* NAVD 88     -       224.0    (meters)     735.     (feet)  VERTCON   
 DF2189  ___________________________________________________________________
 DF2189  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DF2189  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF2189
 DF2189  HORZ ORDER  -  SECOND
 DF2189
 DF2189.The horizontal coordinates were established by classical geodetic methods
 DF2189.and adjusted by the National Geodetic Survey in September 1997..
 DF2189
 DF2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2189
 DF2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2189
 DF2189.The geoid height was determined by GEOID03.
 DF2189
 DF2189;                    North         East     Units Scale Factor Converg.
 DF2189;SPC GA W     -   428,270.685   772,930.994   MT  0.99996555   +0 26 21.1
 DF2189;SPC GA W     - 1,405,084.74  2,535,857.77   sFT  0.99996555   +0 26 21.1
 DF2189;UTM  17      - 3,749,193.532   279,970.864   MT  1.00019685   -1 19 32.6
 DF2189
 DF2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2189!SPC GA W     -   0.99996935  x   0.99996555  =   0.99993490
 DF2189!UTM  17      -   0.99996935  x   1.00019685  =   1.00016620
 DF2189
 DF2189:                Primary Azimuth Mark                     Grid Az
 DF2189:SPC GA W     -  BV 108 204 AZ MK                         226 06 19.9
 DF2189:UTM  17      -  BV 108 204 AZ MK                         227 52 13.6
 DF2189
 DF2189|---------------------------------------------------------------------|
 DF2189| PID    Reference Object                     Distance      Geod. Az  |
 DF2189|                                                           dddmmss.s |
 DF2189| DF3327 BV 108 204 AZ MK                                   2263241.0 |
 DF2189| DF2211 ATHENS BAXTER ST W MUN TANK         APPROX.10.0 KM 3564329.0 |
 DF2189| DF2210 ATHENS BAXTER ST E MUN TANK         APPROX.10.0 KM 3565240.1 |
 DF2189|---------------------------------------------------------------------|
 DF2189
 DF2189                          SUPERSEDED SURVEY CONTROL
 DF2189
 DF2189  NAD 83(1986)-  33 51 36.49008(N)    083 22 42.45603(W) AD(       ) 2
 DF2189  NAD 27      -  33 51 36.06522(N)    083 22 42.88790(W) AD(       ) 2
 DF2189  NGVD 29 (07/19/86)  224.1    (m)          735.     (f) VERT ANG       
 DF2189
 DF2189.Superseded values are not recommended for survey control.
 DF2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2189.See file dsdata.txt to determine how the superseded data were derived.
 DF2189
 DF2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7997149194(NAD 83)
 DF2189_MARKER: DD = SURVEY DISK
 DF2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2189
 DF2189  HISTORY     - Date     Condition        Report By
 DF2189  HISTORY     - 1975     MONUMENTED       GADT
 DF2189
 DF2189                          STATION DESCRIPTION
 DF2189
 DF2189'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2189'THE STATION IS LOCATED APPROXIMATELY 2 MILES EAST OF WATKINSVILLE,
 DF2189'4-1/2 MILES NORTHEAST OF BISHOP, AND 6-1/2 MILES NORTH-NORTHEAST
 DF2189'OF FARMINGTON ON COUNTY RIGHT OF WAY.
 DF2189'
 DF2189'TO REACH THE STATION FROM THE POST OFFICE IN WATKINSVILLE, GO
 DF2189'EAST ALONG BARNETT SHOALS ROAD (COUNTY ROAD 91086) FOR 0.4 MILE
 DF2189'TO THE JUNCTION OF THE CENTRAL OF GEORGIA RAILWAY
 DF2189'CROSSING.  CONTINUE EAST ALONG BARNETT SHOALS ROAD FOR 1.15
 DF2189'MILES TO THE JUNCTION OF COUNTY ROAD 156 TO THE RIGHT.  CONTINUE
 DF2189'EAST ALONG BARNETT ROAD FOR 0.15 MILE TO THE STATION ON THE
 DF2189'LEFT.
 DF2189'
 DF2189'THE STATION IS LOCATED 29 FEET NORTH OF THE CENTERLINE OF
 DF2189'BARNETT SHOALS ROAD, 75.0 FEET WEST OF A POWER POLE, 49 FEET
 DF2189'NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 2.5
 DF2189'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2189'STAMPED 108-204, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2189'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2189'STATION IS A STANDARD DISK STAMPED 108-204, SET IN AN IRREGULAR
 DF2189'MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF
 DF2189'THE GROUND.
 DF2189'
 DF2189'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BARNETT SHOALS
 DF2189'ROAD AND COUNTY ROAD 156, GO SOUTH ALONG COUNTY ROAD 156 FOR
 DF2189'0.1 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 38 FEET WEST
 DF2189'OF THE CENTERLINE OF COUNTY ROAD 156, 3.0 FEET EAST OF A
 DF2189'FENCELINE, 131 FEET SOUTH OF A POWER POLE, AND 2 FEET EAST OF
 DF2189'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 108-204 AZMK,
 DF2189'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2189'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2172 ***********************************************************************
 DF2172  DESIGNATION -  BV 108 205
 DF2172  PID         -  DF2172
 DF2172  STATE/COUNTY-  GA/OCONEE
 DF2172  USGS QUAD   -  BARNETT SHOALS (1986)
 DF2172
 DF2172                         *CURRENT SURVEY CONTROL
 DF2172  ___________________________________________________________________
 DF2172* NAD 83(1994)-  33 47 47.94391(N)    083 22 18.56772(W)     ADJUSTED  
 DF2172* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 DF2172  ___________________________________________________________________
 DF2172  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DF2172  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DF2172
 DF2172  HORZ ORDER  -  SECOND
 DF2172
 DF2172.The horizontal coordinates were established by classical geodetic methods
 DF2172.and adjusted by the National Geodetic Survey in September 1997..
 DF2172
 DF2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2172
 DF2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2172
 DF2172.The geoid height was determined by GEOID03.
 DF2172
 DF2172;                    North         East     Units Scale Factor Converg.
 DF2172;SPC GA W     -   421,234.351   773,599.396   MT  0.99996676   +0 26 31.7
 DF2172;SPC GA W     - 1,381,999.70  2,538,050.69   sFT  0.99996676   +0 26 31.7
 DF2172;UTM  17      - 3,742,138.343   280,422.522   MT  1.00019441   -1 19 11.5
 DF2172
 DF2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2172!SPC GA W     -   0.99997013  x   0.99996676  =   0.99993689
 DF2172!UTM  17      -   0.99997013  x   1.00019441  =   1.00016453
 DF2172
 DF2172:                Primary Azimuth Mark                     Grid Az
 DF2172:SPC GA W     -  BV 108 205 AZ MK                         137 07 05.4
 DF2172:UTM  17      -  BV 108 205 AZ MK                         138 52 48.6
 DF2172
 DF2172|---------------------------------------------------------------------|
 DF2172| PID    Reference Object                     Distance      Geod. Az  |
 DF2172|                                                           dddmmss.s |
 DF2172| DF3328 BV 108 205 AZ MK                                   1373337.1 |
 DF2172| DF2173 BV 108 205 GADT 1975 PTA             21.928 METERS 29948     |
 DF2172|---------------------------------------------------------------------|
 DF2172
 DF2172                          SUPERSEDED SURVEY CONTROL
 DF2172
 DF2172  NAD 83(1986)-  33 47 47.95073(N)    083 22 18.56683(W) AD(       ) 2
 DF2172  NAD 27      -  33 47 47.52176(N)    083 22 18.99754(W) AD(       ) 2
 DF2172  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 DF2172
 DF2172.Superseded values are not recommended for survey control.
 DF2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2172.See file dsdata.txt to determine how the superseded data were derived.
 DF2172
 DF2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8042342138(NAD 83)
 DF2172_MARKER: DD = SURVEY DISK
 DF2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2172
 DF2172  HISTORY     - Date     Condition        Report By
 DF2172  HISTORY     - 1975     MONUMENTED       GADT
 DF2172
 DF2172                          STATION DESCRIPTION
 DF2172
 DF2172'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2172'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST-NORTHEAST
 DF2172'OF FARMINGTON, 4 MILES EAST-SOUTHEAST OF BISHOP, AND 5 MILES
 DF2172'SOUTH-SOUTHEAST OF WATKINSVILLE ON THE PROPERTY OF GLENN SUTTON
 DF2172'OF ATHENS, PRESENTLY RENTED BY JOHN W. GILES.
 DF2172'
 DF2172'TO REACH THE STATION FROM THE POST OFFICE IN WATKINSVILLE, GO
 DF2172'SOUTHEAST ALONG STATE ROUTE 15 FOR 0.25 MILES TO THE JUNCTION
 DF2172'OF THE GEORGIA RAILWAY CROSSING.  CONTINUE SOUTHEAST ALONG STATE
 DF2172'ROUTE 15 FOR 1.75 MILES TO THE JUNCTION OF FLAT ROCK ROAD
 DF2172'(COUNTY ROAD 158) TO THE LEFT.  CONTINUE SOUTHEAST ALONG STATE
 DF2172'ROUTE 15 FOR 1.75 MILES TO THE JUNCTION OF COUNTY ROAD 127
 DF2172'CROSSING.  CONTINUE SOUTHEAST ALONG STATE ROUTE 15 FOR 0.45
 DF2172'MILE TO THE JUNCTION OF ELDER MILL ROAD (COUNTY ROAD 129)
 DF2172'CROSSING.  TURN RIGHT, GOING SOUTH-SOUTHWEST ALONG ELDER
 DF2172'MILL ROAD FOR 0.8 MILE TO A COVERED BRIDGE OVER ROSE CREEK.
 DF2172'CONTINUE SOUTH-SOUTHWEST ALONG ELDER MILL ROAD FOR 0.6 MILE TO
 DF2172'THE JUNCTION OF ELDER MILL ROAD (COUNTY ROAD 138) TO THE
 DF2172'LEFT AND COUNTY ROAD 138 TO THE RIGHT.  TURN RIGHT, GOING
 DF2172'WEST-NORTHWEST ALONG COUNTY ROAD 138 FOR 0.3 MILE TO THE
 DF2172'STATION ON THE RIGHT.
 DF2172'
 DF2172'THE STATION IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF
 DF2172'COUNTY ROAD 138, 68 FEET SOUTH-SOUTHWEST OF AN 18 INCH PINE
 DF2172'TREE, 15.0 FEET SOUTH OF A 6 INCH PINE TREE, AND 2.0 FEET
 DF2172'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2172'STAMPED 108-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2172'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2172'STATION IS A STANDARD DISK STAMPED 108-205, SET IN AN IRREGULAR
 DF2172'MASS OF CONCRETE APPROXIMATELY 0.7 METER BELOW THE SURFACE OF
 DF2172'THE GROUND.
 DF2172'
 DF2172'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF ELDER MILL ROAD
 DF2172'(COUNTY ROADS 129 TO THE NORTH AND 138 TO THE SOUTH) AND COUNTY
 DF2172'ROAD 138 TO THE WEST, GO SOUTHEAST ALONG ELDER MILL ROAD FOR
 DF2172'0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 15 FEET
 DF2172'SOUTHWEST OF THE CENTERLINE OF ELDER MILL ROAD, 3.0 FEET
 DF2172'NORTHEAST OF A WITNESS POST SET AT A FENCELINE, 2.0 FEET WEST OF
 DF2172'A POWER POLE, AND 36.0 FEET SOUTHWEST OF A FENCE LINE ON THE
 DF2172'NORTHEAST SIDE OF THE ROAD.  IT IS A STANDARD DISK STAMPED
 DF2172'108-205 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2172'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2170 ***********************************************************************
 DF2170  DESIGNATION -  BV 108 206
 DF2170  PID         -  DF2170
 DF2170  STATE/COUNTY-  GA/OCONEE
 DF2170  USGS QUAD   -  BARNETT SHOALS (1986)
 DF2170
 DF2170                         *CURRENT SURVEY CONTROL
 DF2170  ___________________________________________________________________
 DF2170* NAD 83(1994)-  33 49 41.23198(N)    083 19 46.68974(W)     ADJUSTED  
 DF2170* NAVD 88     -       211.     (meters)     692.     (feet)  VERTCON   
 DF2170  ___________________________________________________________________
 DF2170  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DF2170  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DF2170
 DF2170  HORZ ORDER  -  SECOND
 DF2170
 DF2170.The horizontal coordinates were established by classical geodetic methods
 DF2170.and adjusted by the National Geodetic Survey in September 1997..
 DF2170
 DF2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2170
 DF2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2170
 DF2170.The geoid height was determined by GEOID03.
 DF2170
 DF2170;                    North         East     Units Scale Factor Converg.
 DF2170;SPC GA W     -   424,755.592   777,477.604   MT  0.99997398   +0 27 57.6
 DF2170;SPC GA W     - 1,393,552.30  2,550,774.44   sFT  0.99997398   +0 27 57.6
 DF2170;UTM  17      - 3,745,539.349   284,408.059   MT  1.00017303   -1 17 50.7
 DF2170
 DF2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2170!SPC GA W     -   0.99997140  x   0.99997398  =   0.99994538
 DF2170!UTM  17      -   0.99997140  x   1.00017303  =   1.00014442
 DF2170
 DF2170|---------------------------------------------------------------------|
 DF2170| PID    Reference Object                     Distance      Geod. Az  |
 DF2170|                                                           dddmmss.s |
 DF2170| DF2171 BV 108 206 GADT 1975 PTA             15.738 METERS 32357     |
 DF2170| DF3329 BV 108 206 AZ MK                                   3300646.7 |
 DF2170|---------------------------------------------------------------------|
 DF2170
 DF2170                          SUPERSEDED SURVEY CONTROL
 DF2170
 DF2170  NAD 83(1986)-  33 49 41.23881(N)    083 19 46.68892(W) AD(       ) 2
 DF2170  NAD 27      -  33 49 40.81258(N)    083 19 47.12390(W) AD(       ) 2
 DF2170  NGVD 29 (07/19/86)  211.     (m)          692.     (f) VERT ANG       
 DF2170
 DF2170.Superseded values are not recommended for survey control.
 DF2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2170.See file dsdata.txt to determine how the superseded data were derived.
 DF2170
 DF2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8440845539(NAD 83)
 DF2170_MARKER: DD = SURVEY DISK
 DF2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2170
 DF2170  HISTORY     - Date     Condition        Report By
 DF2170  HISTORY     - 1975     MONUMENTED       GADT
 DF2170
 DF2170                          STATION DESCRIPTION
 DF2170
 DF2170'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2170'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST-SOUTHEAST OF
 DF2170'WATKINSVILLE, 6-1/4 MILES EAST OF BISHOP, AND 6-1/2 MILES
 DF2170'EAST-NORTHEAST OF FARMINGTON ON COUNTY RIGHT OF WAY
 DF2170'
 DF2170'TO REACH THE STATION FROM THE POST OFFICE IN WATKINSVILLE, GO
 DF2170'SOUTHEAST ALONG STATE ROUTE 15 FOR 0.3 MILE TO THE JUNCTION OF
 DF2170'THE GEORGIA RAILWAY CROSSING.  CONTINUE SOUTHEAST ALONG STATE
 DF2170'ROUTE 15 FOR 1.55 MILES TO THE JUNCTION OF COUNTY ROAD 125
 DF2170'CROSSING.  CONTINUE SOUTHEAST ALONG STATE ROUTE 15 FOR 0.25 MILE
 DF2170'TO THE JUNCTION OF FLAT ROCK ROAD (COUNTY ROAD 158) TO THE
 DF2170'LEFT.  TURN LEFT, GOING EAST ALONG FLAT ROCK ROAD FOR 1.0 MILE
 DF2170'TO THE JUNCTION OF COUNTY ROAD 156 TO THE LEFT.  CONTINUE EAST
 DF2170'ALONG FLAT ROCK ROAD FOR 1.9 MILES TO THE JUNCTION OF COUNTY
 DF2170'ROAD 158 TO THE LEFT, FLAT ROCK ROAD (COUNTY ROAD 160) AHEAD, AND
 DF2170'OLIVER BRIDGE ROAD (COUNTY ROAD 160) TO THE RIGHT.  TURN
 DF2170'RIGHT, GOING SOUTH-SOUTHEAST ALONG OLIVER BRIDGE ROAD FOR 0.4
 DF2170'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DF2170'SOUTH-SOUTHEAST ALONG OLIVER BRIDGE ROAD FOR 0.55 MILE TO THE
 DF2170'STATION ON THE LEFT.
 DF2170'
 DF2170'THE STATION IS LOCATED 26 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2170'OF OLIVER BRIDGE ROAD, 4.0 FEET WEST-SOUTHWEST OF A WITNESS
 DF2170'POST SET AT A FENCELINE, AND 130.0 FEET NORTH-NORTHWEST OF A
 DF2170'CORNER OF THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 DF2170'108-206, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2170'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2170'IS A STANDARD DISK STAMPED 108-206, SET IN AN IRREGULAR MASS OF
 DF2170'CONCRETE APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE
 DF2170'GROUND.
 DF2170'
 DF2170'THE AZIMUTH MARK IS LOCATED 20 FEET EAST-NORTHEAST OF THE
 DF2170'CENTERLINE OF OLIVER BRIDGE ROAD, 30 FEET EAST-NORTHEAST OF A
 DF2170'FENCELINE ON THE WEST SIDE OF THE ROAD, 7.0 FEET WEST-SOUTHWEST
 DF2170'OF A WITNESS POST SET AT A FENCELINE, AND 9.0 FEET WEST OF A
 DF2170'POWER POLE.  IT IS A STANDARD DISK STAMPED 108-206 AZMK, SET IN
 DF2170'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2170'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2570 ***********************************************************************
 DF2570  DESIGNATION -  BV 108 207
 DF2570  PID         -  DF2570
 DF2570  STATE/COUNTY-  GA/OCONEE
 DF2570  USGS QUAD   -  HIGH SHOALS (1985)
 DF2570
 DF2570                         *CURRENT SURVEY CONTROL
 DF2570  ___________________________________________________________________
 DF2570* NAD 83(1994)-  33 52 17.72668(N)    083 30 30.17757(W)     ADJUSTED  
 DF2570* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 DF2570  ___________________________________________________________________
 DF2570  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DF2570  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF2570
 DF2570  HORZ ORDER  -  SECOND
 DF2570
 DF2570.The horizontal coordinates were established by classical geodetic methods
 DF2570.and adjusted by the National Geodetic Survey in September 1997..
 DF2570
 DF2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2570
 DF2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2570
 DF2570.The geoid height was determined by GEOID03.
 DF2570
 DF2570;                    North         East     Units Scale Factor Converg.
 DF2570;SPC GA W     -   429,456.792   760,901.205   MT  0.99994571   +0 22 00.8
 DF2570;SPC GA W     - 1,408,976.16  2,496,390.04   sFT  0.99994571   +0 22 00.8
 DF2570;UTM  17      - 3,750,750.069   267,980.028   MT  1.00026369   -1 23 55.1
 DF2570
 DF2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2570!SPC GA W     -   0.99996483  x   0.99994571  =   0.99991054
 DF2570!UTM  17      -   0.99996483  x   1.00026369  =   1.00022851
 DF2570
 DF2570|---------------------------------------------------------------------|
 DF2570| PID    Reference Object                     Distance      Geod. Az  |
 DF2570|                                                           dddmmss.s |
 DF2570| DF2571 BV 108 207 GADT 1975 PTA             16.338 METERS 24046     |
 DF2570| CY7562 BV 108 207 AZ MK                                   2893806.8 |
 DF2570|---------------------------------------------------------------------|
 DF2570
 DF2570                          SUPERSEDED SURVEY CONTROL
 DF2570
 DF2570  NAD 83(1986)-  33 52 17.73327(N)    083 30 30.17683(W) AD(       ) 2
 DF2570  NAD 27      -  33 52 17.31169(N)    083 30 30.59788(W) AD(       ) 2
 DF2570  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 DF2570
 DF2570.Superseded values are not recommended for survey control.
 DF2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2570.See file dsdata.txt to determine how the superseded data were derived.
 DF2570
 DF2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6798050750(NAD 83)
 DF2570_MARKER: DD = SURVEY DISK
 DF2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2570
 DF2570  HISTORY     - Date     Condition        Report By
 DF2570  HISTORY     - 1975     MONUMENTED       GADT
 DF2570
 DF2570                          STATION DESCRIPTION
 DF2570
 DF2570'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2570'THE STATION IS LOCATED IN EASTVILLE, APPROXIMATELY 4 MILES NORTH
 DF2570'OF HIGH SHOALS AND 6 MILES WEST OF WATKINSVILLE ON STATE RIGHT
 DF2570'OF WAY.
 DF2570'
 DF2570'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2570'ROUTE 10) AND STATE ROUTE 53, LOCATED ABOUT 4-1/4 MILES
 DF2570'WEST-NORTHWEST OF EASTVILLE AND 7 MILES NORTHEAST OF HIGH SHOALS,
 DF2570'GO SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 2.65 MILES TO THE
 DF2570'JUNCTION OF CLOTFELTER ROAD (COUNTY ROAD 92161) CROSSING.
 DF2570'CONTINUE SOUTHEASTERLY ALONG STATE ROUTE 53 FOR 1.45 MILES TO THE
 DF2570'JUNCTION OF HODGES MILL ROAD (COUNTY ROAD 91049) TO THE LEFT AND
 DF2570'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEASTERLY ALONG STATE
 DF2570'ROUTE 53 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF2570'
 DF2570'THE STATION IS LOCATED 28 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF2570'OF STATE ROUTE 53, 118.0 FEET WEST-NORTHWEST OF A 24 INCH PECAN
 DF2570'TREE, AND 1.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS
 DF2570'A STANDARD BRASS DISK STAMPED 108-207, SET IN THE TOP OF A 10
 DF2570'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2570'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2570'108-207, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2570'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 DF2570'
 DF2570'THE AZIMUTH MARK IS LOCATED 43 FEET NORTH-NORTHEAST OF THE
 DF2570'CENTERLINE OF STATE ROUTE 53, 145 FEET EAST OF THE POINT OF
 DF2570'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND HODGES MILL
 DF2570'ROAD, AND 2.5 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A
 DF2570'STANDARD DISK STAMPED 108-207 AZMK, SET IN THE TOP OF A 10 INCH
 DF2570'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2557 ***********************************************************************
 DF2557  DESIGNATION -  BV 108 208
 DF2557  PID         -  DF2557
 DF2557  STATE/COUNTY-  GA/OCONEE
 DF2557  USGS QUAD   -  STATHAM (1985)
 DF2557
 DF2557                         *CURRENT SURVEY CONTROL
 DF2557  ___________________________________________________________________
 DF2557* NAD 83(1994)-  33 55 07.95571(N)    083 33 06.77169(W)     ADJUSTED  
 DF2557* NAVD 88     -       257.9    (meters)     846.     (feet)  VERTCON   
 DF2557  ___________________________________________________________________
 DF2557  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DF2557  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF2557
 DF2557  HORZ ORDER  -  FIRST
 DF2557
 DF2557.The horizontal coordinates were established by classical geodetic methods
 DF2557.and adjusted by the National Geodetic Survey in September 1997..
 DF2557
 DF2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2557
 DF2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2557
 DF2557.The geoid height was determined by GEOID03.
 DF2557
 DF2557;                    North         East     Units Scale Factor Converg.
 DF2557;SPC GA W     -   434,676.433   756,845.505   MT  0.99993982   +0 20 35.1
 DF2557;SPC GA W     - 1,426,100.93  2,483,083.96   sFT  0.99993982   +0 20 35.1
 DF2557;UTM  17      - 3,756,094.035   264,085.876   MT  1.00028615   -1 25 28.8
 DF2557
 DF2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2557!SPC GA W     -   0.99996408  x   0.99993982  =   0.99990391
 DF2557!UTM  17      -   0.99996408  x   1.00028615  =   1.00025022
 DF2557
 DF2557:                Primary Azimuth Mark                     Grid Az
 DF2557:SPC GA W     -  BV 108 208 AZ MK                         317 37 47.8
 DF2557:UTM  17      -  BV 108 208 AZ MK                         319 23 51.7
 DF2557
 DF2557|---------------------------------------------------------------------|
 DF2557| PID    Reference Object                     Distance      Geod. Az  |
 DF2557|                                                           dddmmss.s |
 DF2557| CY7563 BV 108 208 AZ MK                                   3175822.9 |
 DF2557|---------------------------------------------------------------------|
 DF2557
 DF2557                          SUPERSEDED SURVEY CONTROL
 DF2557
 DF2557  NAD 83(1986)-  33 55 07.96252(N)    083 33 06.77081(W) AD(       ) 1
 DF2557  NAD 27      -  33 55 07.54990(N)    083 33 07.18760(W) AD(       ) 1
 DF2557  NGVD 29 (07/19/86)  257.9    (m)          846.     (f) VERT ANG       
 DF2557
 DF2557.Superseded values are not recommended for survey control.
 DF2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2557.See file dsdata.txt to determine how the superseded data were derived.
 DF2557
 DF2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6408656094(NAD 83)
 DF2557_MARKER: DD = SURVEY DISK
 DF2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2557
 DF2557  HISTORY     - Date     Condition        Report By
 DF2557  HISTORY     - 1975     MONUMENTED       GADT
 DF2557
 DF2557                          STATION DESCRIPTION
 DF2557
 DF2557'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2557'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHWEST OF
 DF2557'BOGART, 4 MILES SOUTHEAST OF STATHAM, AND 10-1/2 MILES
 DF2557'WEST-SOUTHWEST OF ATHENS ON PROPERTY OWNED BY LEWIS L. DICKENS.
 DF2557'
 DF2557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2557'(STATE ROUTE 10) AND STATE ROUTE 53 LOCATED APPROXIMATELY 4 MILES
 DF2557'SOUTHWEST OF BOGART, TRAVEL NORTHEAST ALONG U.S. HIGHWAY 78
 DF2557'(STATE ROUTE 10) FOR 1.05 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2557'60 TO THE LEFT.  CONTINUE TRAVELING NORTHEAST ALONG U.S. HIGHWAY
 DF2557'78 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 62 TO THE
 DF2557'LEFT.  TURN LEFT, TRAVELING NORTH-NORTHWEST ALONG COUNTY ROAD
 DF2557'62 FOR 0.2 MILE TO THE STATION ON THE RIGHT IN A PASTURE.
 DF2557'
 DF2557'THE STATION IS LOCATED 39 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2557'OF THE ROAD, 50 FEET NORTH OF A 10 INCH CEDAR TREE AND 27 FEET
 DF2557'EAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS
 DF2557'DISK STAMPED 108-208, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2557'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2557'UNDERGROUND STATION IS A STANDARD DISK STAMPED 108-208, SET IN
 DF2557'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER BELOW THE
 DF2557'SURFACE OF THE GROUND.
 DF2557'
 DF2557'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2557'NORTH-NORTHWEST ALONG COUNTY ROAD 62 FOR 0.7 MILE TO ITS
 DF2557'TERMINATION AT THE JUNCTION OF COUNTY ROAD 60 CROSSING.  TURN
 DF2557'RIGHT, TRAVELING NORTH ALONG COUNTY ROAD 60 FOR 0.3 MILE TO THE
 DF2557'MARK ON THE LEFT.  IT IS LOCATED 40 FEET WEST-SOUTHWEST OF THE
 DF2557'CENTERLINE OF THE ROAD, 33 FEET SOUTH OF A POWER POLE, 101 FEET
 DF2557'SOUTHWEST OF A POWER POLE ON THE EAST SIDE OF THE ROAD, 3 FEET
 DF2557'NORTHEAST OF A FENCELINE, 3.0 FEET EAST-NORTHEAST OF A
 DF2557'FENCELINE, AND 2.5 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS
 DF2557'A STANDARD DISK STAMPED 108-208 AZMK, SET IN THE TOP OF A 10
 DF2557'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2557'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2556 ***********************************************************************
 DF2556  DESIGNATION -  BV 108 209
 DF2556  PID         -  DF2556
 DF2556  STATE/COUNTY-  GA/OCONEE
 DF2556  USGS QUAD   -  STATHAM (1985)
 DF2556
 DF2556                         *CURRENT SURVEY CONTROL
 DF2556  ___________________________________________________________________
 DF2556* NAD 83(1994)-  33 55 29.98403(N)    083 30 45.23573(W)     ADJUSTED  
 DF2556* NAVD 88     -       244.     (meters)     801.     (feet)  VERTCON   
 DF2556  ___________________________________________________________________
 DF2556  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DF2556  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2556
 DF2556  HORZ ORDER  -  SECOND
 DF2556
 DF2556.The horizontal coordinates were established by classical geodetic methods
 DF2556.and adjusted by the National Geodetic Survey in September 1997..
 DF2556
 DF2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2556
 DF2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2556
 DF2556.The geoid height was determined by GEOID03.
 DF2556
 DF2556;                    North         East     Units Scale Factor Converg.
 DF2556;SPC GA W     -   435,377.568   760,476.509   MT  0.99994507   +0 21 54.3
 DF2556;SPC GA W     - 1,428,401.24  2,494,996.68   sFT  0.99994507   +0 21 54.3
 DF2556;UTM  17      - 3,756,683.017   267,737.999   MT  1.00026506   -1 24 10.5
 DF2556
 DF2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2556!SPC GA W     -   0.99996626  x   0.99994507  =   0.99991134
 DF2556!UTM  17      -   0.99996626  x   1.00026506  =   1.00023132
 DF2556
 DF2556:                Primary Azimuth Mark                     Grid Az
 DF2556:SPC GA W     -  BV 108 209 AZ MK                         027 12 54.2
 DF2556:UTM  17      -  BV 108 209 AZ MK                         028 58 59.0
 DF2556
 DF2556|---------------------------------------------------------------------|
 DF2556| PID    Reference Object                     Distance      Geod. Az  |
 DF2556|                                                           dddmmss.s |
 DF2556| CY7565 BV 108 209 AZ MK                                   0273448.5 |
 DF2556| DF2555 BV 108 209 GADT 1975 PTA             15.409 METERS 05102     |
 DF2556| DF2567 BV 108 209 2                         18.073 METERS 32635     |
 DF2556|---------------------------------------------------------------------|
 DF2556
 DF2556                          SUPERSEDED SURVEY CONTROL
 DF2556
 DF2556  NAD 83(1986)-  33 55 29.99089(N)    083 30 45.23489(W) AD(       ) 2
 DF2556  NAD 27      -  33 55 29.57736(N)    083 30 45.65517(W) AD(       ) 2
 DF2556  NGVD 29 (07/19/86)  244.     (m)          801.     (f) VERT ANG       
 DF2556
 DF2556.Superseded values are not recommended for survey control.
 DF2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2556.See file dsdata.txt to determine how the superseded data were derived.
 DF2556
 DF2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6773856683(NAD 83)
 DF2556_MARKER: DD = SURVEY DISK
 DF2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2556
 DF2556  HISTORY     - Date     Condition        Report By
 DF2556  HISTORY     - 1975     MONUMENTED       GADT
 DF2556  HISTORY     - 1978     SEE DESCRIPTION  NGS
 DF2556
 DF2556                          STATION DESCRIPTION
 DF2556
 DF2556'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2556'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHEAST OF
 DF2556'BOGART, 5-1/2 MILES EAST-SOUTHEAST OF STATHAM, AND 7-1/2 MILES
 DF2556'NORTHWEST OF WATKINSVILLE ON STATE RIGHT OF WAY.
 DF2556'
 DF2556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2556'(STATE ROUTE 10) AND STATE ROUTE 209, LOCATED APPROXIMATELY 4
 DF2556'1/4 MILES SOUTH-SOUTHEAST OF BOGART, GO NORTH ALONG U.S. HIGHWAY
 DF2556'78 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF2556'
 DF2556'THE STATION IS LOCATED 35 FEET NORTHWEST OF THE CENTERLINE OF
 DF2556'THE HIGHWAY, 6 FEET NORTHEAST OF A POWER POLE, AND 2.5 FEET
 DF2556'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2556'STAMPED 108-209, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2556'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2556'STATION IS A STANDARD DISK STAMPED 108-209, SET IN THE TOP OF AN
 DF2556'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE
 DF2556'SURFACE OF THE GROUND.
 DF2556'
 DF2556'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST
 DF2556'ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 1.05 MILES TO THE
 DF2556'MARK ON THE LEFT.  IT IS LOCATED NEAR A DO NOT ENTER SIGN POST,
 DF2556'45 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 DF2556'THE HIGHWAY, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2556'SOUTHBOUND LANE, AND 2.0 FEET NORTHWEST OF A WITNESS POST.  IT IS
 DF2556'A STANDARD DISK STAMPED 108-209 AZMK, SET IN THE TOP OF A 10
 DF2556'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2556'GROUND.
 DF2556
 DF2556                          STATION RECOVERY (1978)
 DF2556
 DF2556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DF2556'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 DF2556'AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION OF A DUAL LANE
 DF2556'HIGHWAY, THE STATION MARK AND AZIMUTH MARK WERE TO BE DESTROYED
 DF2556'SOON.  STATION BV 108-209 2 (GADT) AND AZIMUTH MARK 1978 WERE
 DF2556'ESTABLISHED AT THIS TIME.  AFTER ALL TIES WERE MADE, STATION
 DF2556'BV 108-209 1975 (GADT) AND THE ORIGINAL AZIMUTH MARK WERE
 DF2556'DESTROYED.
 DF2556'
 DF2556'STATION DESTROYED.
 DF2556'
 DF2556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2556'2 MILES SOUTH-SOUTHEAST OF BOGART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2567 ***********************************************************************
 DF2567  DESIGNATION -  BV 108 209 2
 DF2567  PID         -  DF2567
 DF2567  STATE/COUNTY-  GA/OCONEE
 DF2567  USGS QUAD   -  STATHAM (1985)
 DF2567
 DF2567                         *CURRENT SURVEY CONTROL
 DF2567  ___________________________________________________________________
 DF2567* NAD 83(1994)-  33 55 30.47360(N)    083 30 45.62332(W)     ADJUSTED  
 DF2567* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 DF2567  ___________________________________________________________________
 DF2567  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DF2567  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2567
 DF2567  HORZ ORDER  -  SECOND
 DF2567
 DF2567.The horizontal coordinates were established by classical geodetic methods
 DF2567.and adjusted by the National Geodetic Survey in September 1997..
 DF2567.No horizontal observational check was made to the station.
 DF2567
 DF2567.The orthometric height was scaled from a topographic map.
 DF2567
 DF2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2567
 DF2567.The geoid height was determined by GEOID03.
 DF2567
 DF2567;                    North         East     Units Scale Factor Converg.
 DF2567;SPC GA W     -   435,392.588   760,466.459   MT  0.99994506   +0 21 54.0
 DF2567;SPC GA W     - 1,428,450.52  2,494,963.71   sFT  0.99994506   +0 21 54.0
 DF2567;UTM  17      - 3,756,698.345   267,728.414   MT  1.00026512   -1 24 10.7
 DF2567
 DF2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2567!SPC GA W     -   0.99996626  x   0.99994506  =   0.99991133
 DF2567!UTM  17      -   0.99996626  x   1.00026512  =   1.00023138
 DF2567
 DF2567|---------------------------------------------------------------------|
 DF2567| PID    Reference Object                     Distance      Geod. Az  |
 DF2567|                                                           dddmmss.s |
 DF2567| DF2556 BV 108 209                           18.073 METERS 14635     |
 DF2567| CY7564 BV 108 209 2 AZ MK                                 2065908.1 |
 DF2567|---------------------------------------------------------------------|
 DF2567
 DF2567                          SUPERSEDED SURVEY CONTROL
 DF2567
 DF2567  NAD 83(1986)-  33 55 30.48045(N)    083 30 45.62248(W) AD(       ) 2
 DF2567  NAD 27      -  33 55 30.06694(N)    083 30 46.04268(W) AD(       ) 2
 DF2567
 DF2567.Superseded values are not recommended for survey control.
 DF2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2567.See file dsdata.txt to determine how the superseded data were derived.
 DF2567
 DF2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6772856698(NAD 83)
 DF2567_MARKER: DD = SURVEY DISK
 DF2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2567
 DF2567  HISTORY     - Date     Condition        Report By
 DF2567  HISTORY     - 1978     MONUMENTED       NGS
 DF2567
 DF2567                          STATION DESCRIPTION
 DF2567
 DF2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DF2567'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF WATHINSVILLE, 5-1/2
 DF2567'MILES EAST-SOUTHEAST OF STATHAM AND ON THE RIGHT-OF-WAY LINE ON THE
 DF2567'NORTHWEST SIDE OF U.S. HIGHWAY 78, 2 MILES SOUTH-SOUTHEAST OF
 DF2567'BOGART.
 DF2567'
 DF2567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2567'ROUTE 10) AND STATE ROUTE 209 THAT IS ABOUT 2 MILES SOUTH-SOUTHEAST
 DF2567'OF BOGART, GO NORTHEAST ON U.S. HIGHWAY 78 FOR 0.05 MILE TO THE
 DF2567'AZIMUTH MARK ON LEFT.  CONTINUE NORTHEAST ON U.S. HIGHWAY 78 FOR
 DF2567'0.25 MILE TO THE STATION ON LEFT.
 DF2567'
 DF2567'STATION MARKS ARE STANDARD DISKS STAMPED 108-209-2 1978.  THE
 DF2567'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DF2567'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 250 FEET
 DF2567'NORTHEAST OF A FENCE CORNER, 114 FEET NORTHEAST OF A RIGHT-OF-WAY
 DF2567'CONCRETE POST, 88 FEET NORTHWEST OF THE CENTER OF THE EXISTING
 DF2567'HIGHWAY, 51 FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET
 DF2567'SOUTHWEST OF A METAL WITNESS POST, 1.5 FEET NORTHEAST OF A
 DF2567'METAL WITNESS POST AND ON THE RIGHT-OF-WAY LINE.
 DF2567'
 DF2567'AZIMUTH MARK, A STANDARD DISK STAMPED 108-209-2 AZ 1978, IS SET
 DF2567'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 DF2567'WITH THE GROUND SURFACE.  IT IS 86 FEET NORTHWEST OF THE CENTER
 DF2567'OF THE EXISTING U.S. HIGHWAY 78, 36 FEET SOUTHWEST OF THE HIGHEST
 DF2567'POINT OF THE GRADE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST
 DF2567'AND 1 FOOT SOUTHEAST OF A T-FENCE CORNER.
 DF2567'
 DF2567'NOTICE--ALL MARKS ARE GEORGIA DEPARTMENT OF TRANSPORTATION DISKS.
 DF2567'
 DF2567'NOTE--STATION MARK CAN BE FOUND WITH A METAL DETECTOR.
 DF2567'
 DF2567'NEAREST TOWN--BOGART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2218 ***********************************************************************
 DF2218  DESIGNATION -  BV 108 210
 DF2218  PID         -  DF2218
 DF2218  STATE/COUNTY-  GA/OCONEE
 DF2218  USGS QUAD   -  ATHENS WEST (1998)
 DF2218
 DF2218                         *CURRENT SURVEY CONTROL
 DF2218  ___________________________________________________________________
 DF2218* NAD 83(1994)-  33 53 16.65032(N)    083 25 04.43775(W)     ADJUSTED  
 DF2218* NAVD 88     -       238.7    (meters)     783.     (feet)  VERTCON   
 DF2218  ___________________________________________________________________
 DF2218  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DF2218  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DF2218
 DF2218  HORZ ORDER  -  SECOND
 DF2218
 DF2218.The horizontal coordinates were established by classical geodetic methods
 DF2218.and adjusted by the National Geodetic Survey in September 1997..
 DF2218
 DF2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2218
 DF2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2218
 DF2218.The geoid height was determined by GEOID03.
 DF2218
 DF2218;                    North         East     Units Scale Factor Converg.
 DF2218;SPC GA W     -   431,329.467   769,259.220   MT  0.99995911   +0 25 03.0
 DF2218;SPC GA W     - 1,415,120.09  2,523,811.29   sFT  0.99995911   +0 25 03.0
 DF2218;UTM  17      - 3,752,364.764   276,394.200   MT  1.00021641   -1 20 55.4
 DF2218
 DF2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2218!SPC GA W     -   0.99996706  x   0.99995911  =   0.99992617
 DF2218!UTM  17      -   0.99996706  x   1.00021641  =   1.00018346
 DF2218
 DF2218:                Primary Azimuth Mark                     Grid Az
 DF2218:SPC GA W     -  WATKINSVILLE MURROW BROS TANK            157 47 55.0
 DF2218:UTM  17      -  WATKINSVILLE MURROW BROS TANK            159 33 53.4
 DF2218
 DF2218|---------------------------------------------------------------------|
 DF2218| PID    Reference Object                     Distance      Geod. Az  |
 DF2218|                                                           dddmmss.s |
 DF2218| DF2192 WATKINSVILLE MURROW BROS TANK       APPROX. 3.4 KM 1581258.0 |
 DF2218| DF3330 BV 108 210 AZ MK                                   2644314.4 |
 DF2218|---------------------------------------------------------------------|
 DF2218
 DF2218                          SUPERSEDED SURVEY CONTROL
 DF2218
 DF2218  NAD 83(1986)-  33 53 16.65711(N)    083 25 04.43694(W) AD(       ) 2
 DF2218  NAD 27      -  33 53 16.23725(N)    083 25 04.86516(W) AD(       ) 2
 DF2218  NGVD 29 (07/19/86)  238.8    (m)          783.     (f) VERT ANG       
 DF2218
 DF2218.Superseded values are not recommended for survey control.
 DF2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2218.See file dsdata.txt to determine how the superseded data were derived.
 DF2218
 DF2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7639452365(NAD 83)
 DF2218_MARKER: DD = SURVEY DISK
 DF2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2218
 DF2218  HISTORY     - Date     Condition        Report By
 DF2218  HISTORY     - 1975     MONUMENTED       GADT
 DF2218
 DF2218                          STATION DESCRIPTION
 DF2218
 DF2218'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2218'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHWEST
 DF2218'OF WATKINSVILLE, 3-3/4 MILES WEST-SOUTHWEST OF WHITEHALL, AND
 DF2218'5-1/2 MILES SOUTH-SOUTHWEST OF ATHENS ON STATE RIGHT OF WAY.
 DF2218'
 DF2218'TO REACH THE STATION FROM THE POST OFFICE IN WATKINSVILLE, GO
 DF2218'NORTH ALONG U.S. HIGHWAY 129 (STATE ROUTE 15) AND U.S. HIGHWAY
 DF2218'441 FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE 53 TO THE
 DF2218'LEFT.  CONTINUE NORTH ALONG U.S. HIGHWAYS 129 AND 441 FOR 1.7
 DF2218'MILES TO THE JUNCTION OF STATE ROUTE 207 TO THE LEFT.  TURN
 DF2218'LEFT, GOING WEST ALONG STATE ROUTE 207 FOR 0.2 MILE TO THE
 DF2218'STATION ON THE RIGHT.
 DF2218'
 DF2218'THE STATION IS LOCATED 39 FEET NORTH OF THE CENTERLINE OF
 DF2218'STATE ROUTE 207, 366.0 FEET WEST OF THE WEST END OF A CULVERT
 DF2218'UNDER COUNTY ROAD 6 TO THE NORTH, 245.0 FEET EAST OF THE EAST
 DF2218'END OF A CULVERT UNDER A DIRT ACCESS DRIVE TO A FIELD TO THE
 DF2218'NORTH, 43.5 FEET EAST OF A POWER POLE, AND 2.5 FEET SOUTH OF A
 DF2218'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 DF2218'STAMPED 108-210, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2218'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2218'UNDERGROUND STATION IS A STANDARD DISK STAMPED 108-210,
 DF2218'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2218'0.74 METER BELOW THE SURFACE OF THE GROUND.
 DF2218'
 DF2218'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG STATE
 DF2218'ROUTE 207 FOR 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 35
 DF2218'FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROUTE 207, 178
 DF2218'FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 1, 15.0 FEET
 DF2218'EAST OF AN EAST GATE POST, 68 FEET WEST OF A FIRE HYDRANT, 129.5
 DF2218'FEET WEST-SOUTHWEST OF THE WEST END OF A CULVERT PIPE UNDER A
 DF2218'FIELD ACCESS ROAD TO THE NORTH, AND 2.5 FEET SOUTH OF A WITNESS
 DF2218'POST SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED
 DF2218'108-210 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2218'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2222 ***********************************************************************
 DF2222  DESIGNATION -  BV 108 211
 DF2222  PID         -  DF2222
 DF2222  STATE/COUNTY-  GA/OCONEE
 DF2222  USGS QUAD   -  ATHENS WEST (1998)
 DF2222
 DF2222                         *CURRENT SURVEY CONTROL
 DF2222  ___________________________________________________________________
 DF2222* NAD 83(1994)-  33 55 04.60327(N)    083 27 44.03652(W)     ADJUSTED  
 DF2222* NAVD 88     -       242.0    (meters)     794.     (feet)  VERTCON   
 DF2222  ___________________________________________________________________
 DF2222  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DF2222  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF2222
 DF2222  HORZ ORDER  -  FIRST
 DF2222
 DF2222.The horizontal coordinates were established by classical geodetic methods
 DF2222.and adjusted by the National Geodetic Survey in September 1997..
 DF2222
 DF2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2222
 DF2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2222
 DF2222.The geoid height was determined by GEOID03.
 DF2222
 DF2222;                    North         East     Units Scale Factor Converg.
 DF2222;SPC GA W     -   434,626.401   765,135.631   MT  0.99995228   +0 23 35.1
 DF2222;SPC GA W     - 1,425,936.78  2,510,282.48   sFT  0.99995228   +0 23 35.1
 DF2222;UTM  17      - 3,755,788.207   272,373.135   MT  1.00023878   -1 22 28.3
 DF2222
 DF2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2222!SPC GA W     -   0.99996656  x   0.99995228  =   0.99991884
 DF2222!UTM  17      -   0.99996656  x   1.00023878  =   1.00020533
 DF2222
 DF2222:                Primary Azimuth Mark                     Grid Az
 DF2222:SPC GA W     -  ATHENS SOU BELL MICROWAVE                059 18 04.2
 DF2222:UTM  17      -  ATHENS SOU BELL MICROWAVE                061 04 07.6
 DF2222
 DF2222|---------------------------------------------------------------------|
 DF2222| PID    Reference Object                     Distance      Geod. Az  |
 DF2222|                                                           dddmmss.s |
 DF2222| DF2208 ATHENS SOU BELL MICROWAVE           APPROX. 8.7 KM 0594139.3 |
 DF2222| DF2211 ATHENS BAXTER ST W MUN TANK         APPROX. 8.0 KM 0633024.5 |
 DF2222| DF2210 ATHENS BAXTER ST E MUN TANK         APPROX. 8.0 KM 0633211.8 |
 DF2222| DF3331 BV 108 211 AZ MK                                   2610440.1 |
 DF2222|---------------------------------------------------------------------|
 DF2222
 DF2222                          SUPERSEDED SURVEY CONTROL
 DF2222
 DF2222  NAD 83(1986)-  33 55 04.61017(N)    083 27 44.03572(W) AD(       ) 1
 DF2222  NAD 27      -  33 55 04.19396(N)    083 27 44.46156(W) AD(       ) 1
 DF2222  NGVD 29 (07/19/86)  242.1    (m)          794.     (f) VERT ANG       
 DF2222
 DF2222.Superseded values are not recommended for survey control.
 DF2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2222.See file dsdata.txt to determine how the superseded data were derived.
 DF2222
 DF2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7237355788(NAD 83)
 DF2222_MARKER: DD = SURVEY DISK
 DF2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2222
 DF2222  HISTORY     - Date     Condition        Report By
 DF2222  HISTORY     - 1975     MONUMENTED       GADT
 DF2222
 DF2222                          STATION DESCRIPTION
 DF2222
 DF2222'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2222'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHEAST OF
 DF2222'EASTVILLE, 4-1/2 MILES SOUTHEAST OF BOGART, AND 5 MILES NORTHWEST
 DF2222'OF WATKINSVILLE ON THE PROPERTY OF MR. ROBERT E. POSS, JR.
 DF2222'
 DF2222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 (STATE
 DF2222'ROUTE 8) AND STATE ROUTE 209 IN BOGART, GO EAST ALONG U.S. HIGHWAY
 DF2222'29 FOR 1.85 MILES TO THE JUNCTION OF U.S. HIGHWAY 78 (STATE ROUTE
 DF2222'10) TO THE RIGHT.  CONTINUE EAST ALONG U.S. HIGHWAY 29 FOR 0.75
 DF2222'MILE TO THE JUNCTION OF JIMMY DANIEL ROAD (COUNTY ROAD 55) TO
 DF2222'THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG JIMMY DANIEL ROAD FOR
 DF2222'0.6 MILE TO MC NUTT CREEK BRIDGE.  CONTINUE SOUTHERLY ALONG
 DF2222'JIMMY DANIEL ROAD FOR 1.65 MILES TO ITS TERMINATION AT THE
 DF2222'JUNCTION OF COUNTY ROAD 37 CROSSING.  TURN LEFT, GOING
 DF2222'NORTHEASTERLY ALONG COUNTY ROAD 37 FOR 0.65 MILE TO THE
 DF2222'JUNCTION OF COUNTY ROAD 25 FORKING TO THE LEFT AND COUNTY
 DF2222'ROAD 24 CONTINUING AHEAD.  TURN LEFT, GOING NORTHEASTERLY
 DF2222'ALONG COUNTY ROAD 24 FOR 0.35 MILE TO ITS TERMINATION AT THE
 DF2222'JUNCTION OF COUNTY ROAD 26 CROSSING.  TURN LEFT, GOING
 DF2222'NORTHWESTERLY ALONG COUNTY ROAD 26 FOR APPROXIMATELY 100 FEET
 DF2222'TO A PAVED DRIVEWAY TO THE LEFT LEADING TO THE POSSS CLUB
 DF2222'TURN LEFT, GOING WEST ALONG THE DRIVEWAY FOR 0.05 MILE TO THE
 DF2222'STATION ON THE RIGHT.
 DF2222'
 DF2222'THE STATION IS LOCATED 25 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DF2222'OF THE DRIVEWAY, 159 FEET NORTH OF AN 8 INCH CEDAR TREE ON THE
 DF2222'SOUTH SIDE OF THE DRIVEWAY, 150.0 FEET NORTH-NORTHWEST OF ANOTHER
 DF2222'8 INCH CEDAR TREE ON THE SOUTH SIDE OF THE DRIVEWAY, 58.5 FEET
 DF2222'EAST OF A 4 INCH CHERRY TREE ON A FENCELINE, AND 4.5 FEET
 DF2222'SOUTH-SOUTHEAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 DF2222'STANDARD BRASS DISK STAMPED 108-211, SET IN THE TOP OF A 10
 DF2222'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2222'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2222'STAMPED 108-211, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2222'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF
 DF2222'THE GROUND.
 DF2222'
 DF2222'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 DF2222'DRIVEWAY FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 DF2222'17 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 91.5 FEET
 DF2222'NORTHWEST OF A 10 INCH TWIN OAK TREE, 19.5 FEET NORTHEAST OF AN
 DF2222'8 INCH PINE TREE, 7.0 FEET NORTH-NORTHEAST OF A 6 INCH CEDAR
 DF2222'TREE, AND 5.0 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.
 DF2222'ALL TREES ARE ALSO AT THE FENCELINE.  IT IS A STANDARD DISK
 DF2222'STAMPED 108-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2222'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2108 ***********************************************************************
 DF2108  DESIGNATION -  BV 108 212
 DF2108  PID         -  DF2108
 DF2108  STATE/COUNTY-  GA/OCONEE
 DF2108  USGS QUAD   -  GRESHAMVILLE (1985)
 DF2108
 DF2108                         *CURRENT SURVEY CONTROL
 DF2108  ___________________________________________________________________
 DF2108* NAD 83(1994)-  33 44 51.43572(N)    083 18 07.55879(W)     ADJUSTED  
 DF2108* NAVD 88     -       173.     (meters)     568.     (feet)  VERTCON   
 DF2108  ___________________________________________________________________
 DF2108  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DF2108  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF2108
 DF2108  HORZ ORDER  -  SECOND
 DF2108
 DF2108.The horizontal coordinates were established by classical geodetic methods
 DF2108.and adjusted by the National Geodetic Survey in September 1997..
 DF2108
 DF2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2108
 DF2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2108
 DF2108.The geoid height was determined by GEOID03.
 DF2108
 DF2108;                    North         East     Units Scale Factor Converg.
 DF2108;SPC GA W     -   415,848.338   780,101.440   MT  0.99997907   +0 28 49.2
 DF2108;SPC GA W     - 1,364,329.09  2,559,382.81   sFT  0.99997907   +0 28 49.2
 DF2108;UTM  17      - 3,736,553.937   286,757.291   MT  1.00016061   -1 16 45.8
 DF2108
 DF2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2108!SPC GA W     -   0.99997733  x   0.99997907  =   0.99995641
 DF2108!UTM  17      -   0.99997733  x   1.00016061  =   1.00013794
 DF2108
 DF2108|---------------------------------------------------------------------|
 DF2108| PID    Reference Object                     Distance      Geod. Az  |
 DF2108|                                                           dddmmss.s |
 DF2108| DF2107 BV 108 212 GADT 1976 PTA             22.652 METERS 00116     |
 DF2108| DF3332 BV 108 212 AZ MK                                   0123554.7 |
 DF2108| DF2106 ANDY                                APPROX. 4.5 KM 1480032.1 |
 DF2108|---------------------------------------------------------------------|
 DF2108
 DF2108                          SUPERSEDED SURVEY CONTROL
 DF2108
 DF2108  NAD 83(1986)-  33 44 51.44197(N)    083 18 07.55781(W) AD(       ) 2
 DF2108  NAD 27      -  33 44 51.00068(N)    083 18 07.99087(W) AD(       ) 2
 DF2108  NGVD 29 (07/19/86)  173.     (m)          568.     (f) VERT ANG       
 DF2108
 DF2108.Superseded values are not recommended for survey control.
 DF2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2108.See file dsdata.txt to determine how the superseded data were derived.
 DF2108
 DF2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8675736554(NAD 83)
 DF2108_MARKER: DD = SURVEY DISK
 DF2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2108
 DF2108  HISTORY     - Date     Condition        Report By
 DF2108  HISTORY     - 1976     MONUMENTED       GADT
 DF2108
 DF2108                          STATION DESCRIPTION
 DF2108
 DF2108'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2108'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES EAST-SOUTHEAST
 DF2108'OF FARMINGTON, 8-1/2 MILES EAST-NORTHEAST OF APALACHE, AND 7-1/2
 DF2108'MILES WEST OF MAXEYS ON THE PROPERTY OF MAGALENE STOVALL.
 DF2108'
 DF2108'TO REACH THE STATION FROM THE COURTHOUSE IN WATKINSVILLE, GO
 DF2108'SOUTHEAST ALONG US HIGHWAY 129 (STATE ROUTE 15) FOR 0.2 MILE TO
 DF2108'THE JUNCTION OF STATE ROUTE 15 FORKING TO THE LEFT. TURN LEFT
 DF2108'GOING SOUTHEAST ALONG STATE ROUTE 15 FOR 2.15 MILES TO THE
 DF2108'JUNCTION OF FLAT ROCK ROAD (COUNTY ROAD 158) TO THE LEFT.
 DF2108'CONTINUE SOUTHEAST ALONG STATE ROUTE 15 FOR 6.9 MILES TO THE
 DF2108'JUNCTION OF ANTIOCH CHURCH ROAD (COUNTY ROAD 146, NOTED GOSHEN
 DF2108'ROAD ON COUNTY MAPS).  CONTINUE SOUTH ALONG STATE ROUTE 15 FOR
 DF2108'1.15 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH
 DF2108'ALONG STATE ROUTE 15 TO THE JUNCTION OF A DRIVEWAY TO THE
 DF2108'STOVALL RESIDENCE TO THE RIGHT. TURN RIGHT GOING WEST
 DF2108'ALONG THE DRIVEWAY FOR 0.05 MILE TO A GATE AT A BARN ON THE
 DF2108'LEFT AND THE STATION ON THE RIGHT.
 DF2108'
 DF2108'THE STATION IS LOCATED 50.8 FEET NORTH OF THE NORTHWEST CORNER
 DF2108'OF THE BARN, 39.0 FEET EAST OF THE NORTHERN MOST ONE OF TWO 24
 DF2108'INCH OAK TREES, 22.6 FEET WEST-NORTHWEST OF A POWER POLE, 45.4
 DF2108'FEET WEST-SOUTHWEST OF A 28 INCH OAK TREE 49.0 FEET SOUTHWEST OF
 DF2108'A 30 INCH OAK TREE, AND 3.0 FEET WEST OF A WITNESS POST SET AT A
 DF2108'FENCELINE.  IT IS A STANDARD BRASS DISK
 DF2108'STAMPED---108-212 1976---,
 DF2108'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2108'INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF2108'STATION IS A STANDARD DISK STAMPED---108-212- 1976---, SET IN
 DF2108'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.84 METER
 DF2108'BELOW THE SURFACE OF THE GROUND.
 DF2108'
 DF2108'THE AZIMUTH MARK IS LOCATED 43 FEET EAST-NORTHEAST OF THE
 DF2108'CENTERLINE OF STATE ROUTE 15, 269 FEET SOUTH-SOUTHEAST OF THE
 DF2108'CENTERLINE OF A DRIVEWAY TO THE EAST, 235.8 FEET SOUTH OF AN
 DF2108'UNDERGROUND TELEPHONE CABLE PEDESTAL, 25.3 FEET SOUTHEAST OF
 DF2108'THE SOUTHEASTERN MOST CORNER OF A CONCRETE CULVERT HEADWALL OF
 DF2108'AN 18 INCH CULVERT PIPE UNDER THE HIGHWAY, AND 2.0 FEET WEST-
 DF2108'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DF2108'STANDARD DISK STAMPED---108-212 1976 AZMK---, SET IN THE TOP
 DF2108'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2108'SURFACE OF THE GROUND.
 DF2108'
 DF2108'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2176 ***********************************************************************
 DF2176  DESIGNATION -  BV 108 213
 DF2176  PID         -  DF2176
 DF2176  STATE/COUNTY-  GA/OCONEE
 DF2176  USGS QUAD   -  BARNETT SHOALS (1986)
 DF2176
 DF2176                         *CURRENT SURVEY CONTROL
 DF2176  ___________________________________________________________________
 DF2176* NAD 83(1994)-  33 45 08.94791(N)    083 21 52.37063(W)     ADJUSTED  
 DF2176* NAVD 88     -       214.4    (meters)     703.     (feet)  VERTCON   
 DF2176  ___________________________________________________________________
 DF2176  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DF2176  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF2176
 DF2176  HORZ ORDER  -  SECOND
 DF2176
 DF2176.The horizontal coordinates were established by classical geodetic methods
 DF2176.and adjusted by the National Geodetic Survey in September 1997..
 DF2176
 DF2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2176
 DF2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2176
 DF2176.The geoid height was determined by GEOID03.
 DF2176
 DF2176;                    North         East     Units Scale Factor Converg.
 DF2176;SPC GA W     -   416,341.111   774,311.359   MT  0.99996806   +0 26 44.5
 DF2176;SPC GA W     - 1,365,945.80  2,540,386.52   sFT  0.99996806   +0 26 44.5
 DF2176;UTM  17      - 3,737,224.427   280,983.906   MT  1.00019138   -1 18 51.4
 DF2176
 DF2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2176!SPC GA W     -   0.99997082  x   0.99996806  =   0.99993888
 DF2176!UTM  17      -   0.99997082  x   1.00019138  =   1.00016219
 DF2176
 DF2176:                Primary Azimuth Mark                     Grid Az
 DF2176:SPC GA W     -  BV 108 213 AZ MK                         090 36 23.1
 DF2176:UTM  17      -  BV 108 213 AZ MK                         092 21 59.0
 DF2176
 DF2176|---------------------------------------------------------------------|
 DF2176| PID    Reference Object                     Distance      Geod. Az  |
 DF2176|                                                           dddmmss.s |
 DF2176| DF3333 BV 108 213 AZ MK                                   0910307.6 |
 DF2176|---------------------------------------------------------------------|
 DF2176
 DF2176                          SUPERSEDED SURVEY CONTROL
 DF2176
 DF2176  NAD 83(1986)-  33 45 08.95422(N)    083 21 52.36973(W) AD(       ) 2
 DF2176  NAD 27      -  33 45 08.51281(N)    083 21 52.79702(W) AD(       ) 2
 DF2176  NGVD 29 (07/19/86)  214.5    (m)          704.     (f) VERT ANG       
 DF2176
 DF2176.Superseded values are not recommended for survey control.
 DF2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2176.See file dsdata.txt to determine how the superseded data were derived.
 DF2176
 DF2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8098437224(NAD 83)
 DF2176_MARKER: DD = SURVEY DISK
 DF2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2176
 DF2176  HISTORY     - Date     Condition        Report By
 DF2176  HISTORY     - 1976     MONUMENTED       GADT
 DF2176
 DF2176                          STATION DESCRIPTION
 DF2176
 DF2176'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2176'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST-
 DF2176'SOUTHEAST OF FARMINGTON, 6 MILES NORTHEAST OF APALACHE, AND
 DF2176'8 MILES SOUTH-SOUTHEAST OF WATKINSVILLE ON COUNTY RIGHT OF WAY
 DF2176'
 DF2176'TO REACH THE STATION FROM THE US POST OFFICE IN FARMINGTON GO
 DF2176'SOUTH ALONG SALEM ROAD (COUNTY ROAD 92128) FOR 0.05 MILE TO THE
 DF2176'JUNCTION OF HAYNE MILL ROAD (COUNTY ROAD 140) TO THE
 DF2176'LEFT. TURN LEFT GOING EAST ALONG HAYNE MILL ROAD FOR 2.35 MILES
 DF2176'TO ITS TERMINATION AT THE JUNCTION OF COLHAN FERRY ROAD (COUNTY
 DF2176'ROAD 90923) CROSSING. TURN RIGHT GOING SOUTHEAST ALONG COLHAN
 DF2176'FERRY ROAD FOR 1.35 MILES TO THE JUNCTION OF ANTIOCH CHURCH
 DF2176'ROAD (COUNTY ROAD 146, NOTATED AS GOSHEN ROAD ON COUNTY MAPS).
 DF2176'CONTINUE GOING SOUTHEAST ALONG COLHAN FERRY ROAD FOR 0.8 MILE
 DF2176'TO THE JUNCTION OF JERUSALEM ROAD (COUNTY ROAD 122, PAVED
 DF2176'LEFT, UNPAVED RIGHT).  TURN LEFT GOING NORTHEAST ALONG
 DF2176'JERUSALEM ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF2176'
 DF2176'THE STATION IS LOCATED 33 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DF2176'OF JERUSALEM ROAD, 151.3 FEET SOUTHEAST OF THE SOUTHEASTERN MOST
 DF2176'PULL POST OF A SINGLE FENCELINE BRACE IN A HOG WIRE FENCELINE,
 DF2176'252.7 FEET EAST-NORTHEAST OF THE SOUTH CORNER OF THE FENCELINE,
 DF2176'270 FEET WEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2176'JERUSALEM ROAD AND A TRACK ROAD TO THE SOUTH AND 2.4 FEET SOUTH-
 DF2176'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2176'STAMPED---108-213 1976---, SET IN THE TOP OF A 10 INCH
 DF2176'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2176'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2176'STAMPED---108-213 1976---, SET IN AN IRREGULAR MASS OF
 DF2176'CONCRETE APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE
 DF2176'GROUND.
 DF2176'
 DF2176'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 DF2176'ALONG JERUSALEM ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DF2176'LEFT. IT IS LOCATED 33 FEET NORTH OF THE CENTERLINE OF
 DF2176'JERUSALEM ROAD, 128.0 FEET EAST-NORTHEAST OF THE NORTH END OF
 DF2176'AN 18 INCH CULVERT PIPE UNDER THE COUNTY ROAD, 24.4 FEET WEST-
 DF2176'NORTHWEST OF THE WEST END OF AN 18 INCH CULVERT PIPE UNDER A
 DF2176'TRACK ROAD TO THE NORTH, 74.0 FEET NORTH OF AN UNDERGROUND
 DF2176'TELEPHONE CABLE PEDESTAL NUMBERED 3 ON THE SOUTHSIDE OF THE
 DF2176'COUNTY ROAD NEAR THE OBLIQUE CORNER OF A FENCELINE, 19.5 FEET
 DF2176'SOUTH-SOUTHWEST OF A 20 INCH PINE TREE WHICH IS THE LARGEST
 DF2176'IN THE AREA, AND 1.8 FEET NORTH OF A WITNESS POST. IT IS A
 DF2176'STANDARD DISK STAMPED---108-213 1976 AZMK---, SET IN THE
 DF2176'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2176'SURFACE OF THE GROUND.
 DF2176'
 DF2176'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2016 ***********************************************************************
 DF2016  DESIGNATION -  BV 109 200
 DF2016  PID         -  DF2016
 DF2016  STATE/COUNTY-  GA/OGLETHORPE
 DF2016  USGS QUAD   -  CRAWFORD (1981)
 DF2016
 DF2016                         *CURRENT SURVEY CONTROL
 DF2016  ___________________________________________________________________
 DF2016* NAD 83(1994)-  33 54 29.27426(N)    083 14 35.99578(W)     ADJUSTED  
 DF2016* NAVD 88     -       229.0    (meters)     751.     (feet)  VERTCON   
 DF2016  ___________________________________________________________________
 DF2016  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DF2016  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DF2016
 DF2016  HORZ ORDER  -  SECOND
 DF2016
 DF2016.The horizontal coordinates were established by classical geodetic methods
 DF2016.and adjusted by the National Geodetic Survey in September 1997..
 DF2016
 DF2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2016
 DF2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2016
 DF2016.The geoid height was determined by GEOID03.
 DF2016
 DF2016;                    North         East     Units Scale Factor Converg.
 DF2016;SPC GA E     -   433,836.454   100,433.264   MT  1.00002217   -0 36 02.5
 DF2016;SPC GA E     - 1,423,345.10    329,504.80   sFT  1.00002217   -0 36 02.5
 DF2016;SPC GA W     -   433,698.375   785,386.648   MT  0.99998985   +0 30 54.5
 DF2016;SPC GA W     - 1,422,892.09  2,576,722.69   sFT  0.99998985   +0 30 54.5
 DF2016;UTM  17      - 3,754,235.732   292,590.214   MT  1.00013034   -1 15 06.9
 DF2016
 DF2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2016!SPC GA E     -   0.99996858  x   1.00002217  =   0.99999075
 DF2016!SPC GA W     -   0.99996858  x   0.99998985  =   0.99995843
 DF2016!UTM  17      -   0.99996858  x   1.00013034  =   1.00009892
 DF2016
 DF2016:                Primary Azimuth Mark                     Grid Az
 DF2016:SPC GA E     -  BV 109 200 AZ MK                         219 28 30.7
 DF2016:SPC GA W     -  BV 109 200 AZ MK                         218 21 33.7
 DF2016:UTM  17      -  BV 109 200 AZ MK                         220 07 35.1
 DF2016
 DF2016|---------------------------------------------------------------------|
 DF2016| PID    Reference Object                     Distance      Geod. Az  |
 DF2016|                                                           dddmmss.s |
 DF2016| DF3334 BV 109 200 AZ MK                                   2185228.2 |
 DF2016|---------------------------------------------------------------------|
 DF2016
 DF2016                          SUPERSEDED SURVEY CONTROL
 DF2016
 DF2016  NAD 83(1986)-  33 54 29.28129(N)    083 14 35.99472(W) AD(       ) 2
 DF2016  NAD 27      -  33 54 28.86369(N)    083 14 36.43839(W) AD(       ) 2
 DF2016  NGVD 29 (07/19/86)  229.1    (m)          752.     (f) VERT ANG       
 DF2016
 DF2016.Superseded values are not recommended for survey control.
 DF2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2016.See file dsdata.txt to determine how the superseded data were derived.
 DF2016
 DF2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9259054236(NAD 83)
 DF2016_MARKER: DD = SURVEY DISK
 DF2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2016
 DF2016  HISTORY     - Date     Condition        Report By
 DF2016  HISTORY     - 1975     MONUMENTED       GADT
 DF2016
 DF2016                          STATION DESCRIPTION
 DF2016
 DF2016'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2016'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST OF
 DF2016'ARNOLDSVILLE, 4-1/2 MILES SOUTH-SOUTHEAST OF WINTERVILLE, AND
 DF2016'8-1/2 MILES EAST-SOUTHEAST OF ATHENS ON THE PROPERTY OF
 DF2016'MR. CARRY ETHEREDGE.
 DF2016'
 DF2016'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2016'(STATE ROUTE 10) AND THE GEORGIA RAILWAY IN CRAWFORD, GO WESTERLY
 DF2016'ALONG U.S. HIGHWAY 78 FOR 3.05 MILES TO THE JUNCTION OF COUNTY
 DF2016'ROAD 90915 FORKING TO THE RIGHT.  CONTINUE WESTERLY ALONG
 DF2016'U.S. HIGHWAY 78 FOR 1.95 MILES TO A BRIDGE OVER MOSS
 DF2016'CREEK.  CONTINUE WESTERLY ALONG U.S. HIGHWAY 78 FOR 0.75 MILE TO
 DF2016'THE JUNCTION OF DOUBLE BRIDGE ROAD (COUNTY ROAD 160) CROSSING.
 DF2016'TURN RIGHT, GOING NORTH ALONG DOUBLE BRIDGE ROAD FOR 0.15 MILE
 DF2016'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG DOUBLE
 DF2016'BRIDGE ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DF2016'
 DF2016'THE STATION IS LOCATED 18.0 FEET EAST-SOUTHEAST OF THE
 DF2016'CENTERLINE OF DOUBLE BRIDGE ROAD, 93.0 FEET SOUTH-SOUTHEAST OF A
 DF2016'TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF2016'ATTACHED ON THE WEST SIDE OF THE ROAD, 147.5 FEET NORTH-NORTHEAST
 DF2016'OF A POWER POLE, 60.3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF AN
 DF2016'OLD FRAME HOUSE, AND 65.8 FEET WEST-NORTHWEST OF THE NORTHWEST
 DF2016'CORNER OF THE HOUSE.  IT IS A STANDARD BRASS DISK STAMPED
 DF2016'109-200, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2016'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2016'STANDARD DISK STAMPED 109-200, SET IN AN IRREGULAR MASS OF
 DF2016'CONCRETE APPROXIMATELY 0.74 METER BELOW THE SURFACE OF
 DF2016'THE GROUND.
 DF2016'
 DF2016'THE AZIMUTH MARK IS LOCATED 32.0 FEET WEST-NORTHWEST OF THE
 DF2016'CENTERLINE OF DOUBLE BRIDGE ROAD, 7.0 FEET NORTH-NORTHWEST OF
 DF2016'AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 68.0 FEET WEST-SOUTHWEST
 DF2016'OF A 24 INCH PINE TREE ON THE EAST SIDE OF THE ROAD, AND 2.7 FEET
 DF2016'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2016'109-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2016'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2015 ***********************************************************************
 DF2015  DESIGNATION -  BV 109 201
 DF2015  PID         -  DF2015
 DF2015  STATE/COUNTY-  GA/OGLETHORPE
 DF2015  USGS QUAD   -  CRAWFORD (1981)
 DF2015
 DF2015                         *CURRENT SURVEY CONTROL
 DF2015  ___________________________________________________________________
 DF2015* NAD 83(1994)-  33 58 51.54694(N)    083 13 42.03495(W)     ADJUSTED  
 DF2015* NAVD 88     -       228.     (meters)     748.     (feet)  VERTCON   
 DF2015  ___________________________________________________________________
 DF2015  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DF2015  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF2015
 DF2015  HORZ ORDER  -  SECOND
 DF2015
 DF2015.The horizontal coordinates were established by classical geodetic methods
 DF2015.and adjusted by the National Geodetic Survey in September 1997..
 DF2015
 DF2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2015
 DF2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2015
 DF2015.The geoid height was determined by GEOID03.
 DF2015
 DF2015;                    North         East     Units Scale Factor Converg.
 DF2015;SPC GA E     -   441,902.754   101,903.093   MT  1.00001859   -0 35 36.4
 DF2015;SPC GA E     - 1,449,809.29    334,327.06   sFT  1.00001859   -0 35 36.4
 DF2015;SPC GA W     -   441,791.556   786,698.934   MT  0.99999263   +0 31 28.1
 DF2015;SPC GA W     - 1,449,444.46  2,581,028.09   sFT  0.99999263   +0 31 28.1
 DF2015;UTM  17      - 3,762,285.641   294,151.881   MT  1.00012238   -1 14 45.2
 DF2015
 DF2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2015!SPC GA E     -   0.99996878  x   1.00001859  =   0.99998737
 DF2015!SPC GA W     -   0.99996878  x   0.99999263  =   0.99996141
 DF2015!UTM  17      -   0.99996878  x   1.00012238  =   1.00009116
 DF2015
 DF2015|---------------------------------------------------------------------|
 DF2015| PID    Reference Object                     Distance      Geod. Az  |
 DF2015|                                                           dddmmss.s |
 DF2015| DF2014 BV 109 201 GADT 1975 PTA             26.894 METERS 02113     |
 DF2015| DF3335 BV 109 201 AZ MK                                   0615810.3 |
 DF2015|---------------------------------------------------------------------|
 DF2015
 DF2015                          SUPERSEDED SURVEY CONTROL
 DF2015
 DF2015  NAD 83(1986)-  33 58 51.55410(N)    083 13 42.03390(W) AD(       ) 2
 DF2015  NAD 27      -  33 58 51.14376(N)    083 13 42.48316(W) AD(       ) 2
 DF2015  NGVD 29 (07/19/86)  228.     (m)          748.     (f) VERT ANG       
 DF2015
 DF2015.Superseded values are not recommended for survey control.
 DF2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2015.See file dsdata.txt to determine how the superseded data were derived.
 DF2015
 DF2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9415262286(NAD 83)
 DF2015_MARKER: DD = SURVEY DISK
 DF2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2015
 DF2015  HISTORY     - Date     Condition        Report By
 DF2015  HISTORY     - 1975     MONUMENTED       GADT
 DF2015
 DF2015                          STATION DESCRIPTION
 DF2015
 DF2015'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2015'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST-NORTHEAST OF
 DF2015'WINTERVILLE, 4-3/4 MILES EAST-SOUTHEAST OF HULL, AND 4-1/2 MILES
 DF2015'SOUTH OF COLBERT ON COUNTY RIGHT OF WAY.
 DF2015'
 DF2015'TO REACH THE STATION FROM THE U.S. POST OFFICE, LOCATED AT THE
 DF2015'JUNCTION OF CHURCH STREET AND CEMETERY STREET IN WINTERVILLE,
 DF2015'GO NORTHEAST ALONG CEMETERY STREET FOR 0.9 MILE TO THE END OF
 DF2015'PAVEMENT AT THE WINTERVILLE CITY LIMIT AND CLARKE-OGLETHORPE
 DF2015'COUNTY LINE.  CONTINUE NORTHEAST ALONG DIRT COUNTY ROAD 56 FOR
 DF2015'0.55 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 61 FORKING TO THE
 DF2015'RIGHT.  TURN RIGHT, GOING EAST ALONG COUNTY ROAD 61 FOR 1.2
 DF2015'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 60 FORKING TO THE
 DF2015'RIGHT.  CONTINUE NORTHEASTERLY ALONG COUNTY ROAD 61 FOR
 DF2015'0.4 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD
 DF2015'92164 CROSSING.  TURN LEFT, GOING NORTHEASTERLY ALONG
 DF2015'COUNTY ROAD 92164 FOR 0.25 MILE TO THE JUNCTION OF PAVED
 DF2015'COUNTY ROAD 50 TO THE LEFT.  CONTINUE NORTHEASTERLY ALONG
 DF2015'COUNTY ROAD 92164 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DF2015'
 DF2015'THE STATION IS LOCATED 41 FEET SOUTH-SOUTHEAST OF THE
 DF2015'CENTERLINE OF COUNTY ROAD 92164, APPROXIMATELY 300 FEET EAST OF
 DF2015'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 DF2015'92164 AND COUNTY ROAD 50, 95.0 FEET EAST-SOUTHEAST OF A RIGHT
 DF2015'OF WAY MARKER ON THE NORTH SIDE OF THE ROAD, 17.0 FEET NORTHEAST
 DF2015'OF A RIGHT OF WAY MARKER, 74.0 FEET WEST-SOUTHWEST OF A POWER
 DF2015'POLE, 139.0 FEET SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF
 DF2015'THE ROAD, AND 3.4 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT
 DF2015'IS A STANDARD BRASS DISK STAMPED 109-201, SET IN THE TOP OF A
 DF2015'10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 DF2015'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2015'STAMPED 109-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2015'0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2015'
 DF2015'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 DF2015'ALONG COUNTY ROAD 92164 FOR 0.75 MILE TO THE MARK ON THE
 DF2015'RIGHT.  IT IS LOCATED 41.0 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2015'COUNTY ROAD 92164, 94.0 FEET SOUTHEAST OF A FENCELINE ON THE
 DF2015'NORTHWEST SIDE OF THE ROAD, AND 2.2 FEET NORTHWEST OF A WITNESS
 DF2015'POST.  IT IS A STANDARD DISK STAMPED 109-201 AZMK, SET IN THE
 DF2015'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2015'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2013 ***********************************************************************
 DF2013  DESIGNATION -  BV 109 202
 DF2013  PID         -  DF2013
 DF2013  STATE/COUNTY-  GA/OGLETHORPE
 DF2013  USGS QUAD   -  CRAWFORD (1981)
 DF2013
 DF2013                         *CURRENT SURVEY CONTROL
 DF2013  ___________________________________________________________________
 DF2013* NAD 83(1994)-  33 56 40.60401(N)    083 09 16.70091(W)     ADJUSTED  
 DF2013* NAVD 88     -       217.4    (meters)     713.     (feet)  VERTCON   
 DF2013  ___________________________________________________________________
 DF2013  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DF2013  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DF2013
 DF2013  HORZ ORDER  -  FIRST
 DF2013
 DF2013.The horizontal coordinates were established by classical geodetic methods
 DF2013.and adjusted by the National Geodetic Survey in September 1997..
 DF2013
 DF2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2013
 DF2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2013
 DF2013.The geoid height was determined by GEOID03.
 DF2013
 DF2013;                    North         East     Units Scale Factor Converg.
 DF2013;SPC GA E     -   437,800.279   108,674.592   MT  1.00000278   -0 33 06.2
 DF2013;SPC GA E     - 1,436,349.75    356,543.22   sFT  1.00000278   -0 33 06.2
 DF2013;SPC GA W     -   437,821.953   793,549.076   MT  1.00000785   +0 33 54.5
 DF2013;SPC GA W     - 1,436,420.86  2,603,502.26   sFT  1.00000785   +0 33 54.5
 DF2013;UTM  17      - 3,758,105.964   300,876.887   MT  1.00008881   -1 12 12.7
 DF2013
 DF2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2013!SPC GA E     -   0.99997042  x   1.00000278  =   0.99997320
 DF2013!SPC GA W     -   0.99997042  x   1.00000785  =   0.99997827
 DF2013!UTM  17      -   0.99997042  x   1.00008881  =   1.00005923
 DF2013
 DF2013:                Primary Azimuth Mark                     Grid Az
 DF2013:SPC GA E     -  BV 109 202 AZ MK                         202 28 35.2
 DF2013:SPC GA W     -  BV 109 202 AZ MK                         201 21 34.5
 DF2013:UTM  17      -  BV 109 202 AZ MK                         203 07 41.7
 DF2013
 DF2013|---------------------------------------------------------------------|
 DF2013| PID    Reference Object                     Distance      Geod. Az  |
 DF2013|                                                           dddmmss.s |
 DF2013| DF3336 BV 109 202 AZ MK                                   2015529.0 |
 DF2013|---------------------------------------------------------------------|
 DF2013
 DF2013                          SUPERSEDED SURVEY CONTROL
 DF2013
 DF2013  NAD 83(1986)-  33 56 40.61119(N)    083 09 16.69986(W) AD(       ) 1
 DF2013  NAD 27      -  33 56 40.20001(N)    083 09 17.15522(W) AD(       ) 1
 DF2013  NGVD 29 (07/19/86)  217.5    (m)          714.     (f) VERT ANG       
 DF2013
 DF2013.Superseded values are not recommended for survey control.
 DF2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2013.See file dsdata.txt to determine how the superseded data were derived.
 DF2013
 DF2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0087758106(NAD 83)
 DF2013_MARKER: DD = SURVEY DISK
 DF2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2013
 DF2013  HISTORY     - Date     Condition        Report By
 DF2013  HISTORY     - 1975     MONUMENTED       GADT
 DF2013
 DF2013                          STATION DESCRIPTION
 DF2013
 DF2013'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2013'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTH-SOUTHEAST
 DF2013'OF SMITHSONIA (LOCATED APPROXIMATELY 3-1/4 MILES SOUTHEAST OF
 DF2013'COLVERT), 9-1/2 MILES EAST-SOUTHEAST OF HULL, AND 7-1/4 MILES
 DF2013'SOUTH-SOUTHEAST OF COLVERT ON STATE RIGHT OF WAY.
 DF2013'
 DF2013'TO REACH THE STATION FROM THE U.S. POST OFFICE LOCATED AT THE
 DF2013'JUNCTION OF U.S. HIGHWAY 78 (STATE ROUTE 10) AND THE GEORGIA
 DF2013'RAILWAY IN CRAWFORD, GO EAST ALONG U.S. HIGHWAY 78 FOR 0.05 MILE
 DF2013'TO THE JUNCTION OF COUNTY ROAD 91089 TO THE LEFT.  TURN LEFT,
 DF2013'GOING NORTH ALONG COUNTY ROAD 91089 FOR 0.75 MILE TO THE
 DF2013'JUNCTION OF COUNTY ROAD 29 TO THE LEFT AND A SHARP TURN TO THE
 DF2013'RIGHT.  CONTINUE, BEARING RIGHT AND GOING NORTHEASTERLY ALONG
 DF2013'COUNTY ROAD 91089 FOR 1.95 MILES TO THE JUNCTION OF COUNTY
 DF2013'ROAD 17 TO THE RIGHT.  CONTINUE NORTH ALONG COUNTY ROAD 91089 FOR
 DF2013'1.35 MILES TO THE AZIMUTH MARK ON THE LEFT ON A 12 FOOT
 DF2013'CUT BANK.  CONTINUE NORTH ALONG COUNTY ROAD 91089 FOR 0.4
 DF2013'MILE TO THE JUNCTION OF COUNTY ROAD 13 TO THE RIGHT AND
 DF2013'COUNTY ROAD 19 REVERSE FORKING TO THE RIGHT, AND THE STATION
 DF2013'ON THE RIGHT.
 DF2013'
 DF2013'THE STATION IS LOCATED APPROXIMATELY 44 YARDS NORTH OF THE POINT
 DF2013'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 91089 AND 13,
 DF2013'36.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DF2013'91089, 68.0 FEET NORTH OF A POWER POLE, 48.0 FEET NORTH-NORTHWEST
 DF2013'OF A CORNER OF A FENCE, AND 3.0 FEET WEST-SOUTHWEST OF A WITNESS
 DF2013'POST AND THE FENCE.  IT IS A STANDARD DISK STAMPED 109-202, SET
 DF2013'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2013'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2013'STANDARD DISK STAMPED 109-202, SET IN THE TOP OF AN IRREGULAR
 DF2013'MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE
 DF2013'OF THE GROUND.
 DF2013'
 DF2013'THE AZIMUTH MARK IS LOCATED 38.0 FEET WEST OF THE CENTERLINE
 DF2013'OF COUNTY ROAD 91089, 1.5 FEET EAST OF A WITNESS POST, AND 2.2 FEET
 DF2013'EAST OF A FENCELINE.  IT IS A STANDARD DISK STAMPED 109-202 AZMK,
 DF2013'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2013'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1991 ***********************************************************************
 DF1991  DESIGNATION -  BV 109 203
 DF1991  PID         -  DF1991
 DF1991  STATE/COUNTY-  GA/OGLETHORPE
 DF1991  USGS QUAD   -  SANDY CROSS (1981)
 DF1991
 DF1991                         *CURRENT SURVEY CONTROL
 DF1991  ___________________________________________________________________
 DF1991* NAD 83(1994)-  33 58 02.88319(N)    083 06 21.40943(W)     ADJUSTED  
 DF1991* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 DF1991  ___________________________________________________________________
 DF1991  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DF1991  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF1991
 DF1991  HORZ ORDER  -  SECOND
 DF1991
 DF1991.The horizontal coordinates were established by classical geodetic methods
 DF1991.and adjusted by the National Geodetic Survey in September 1997..
 DF1991
 DF1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1991
 DF1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1991
 DF1991.The geoid height was determined by GEOID03.
 DF1991
 DF1991;                    North         East     Units Scale Factor Converg.
 DF1991;SPC GA E     -   440,293.029   113,198.923   MT  0.99999285   -0 31 29.4
 DF1991;SPC GA E     - 1,444,528.05    371,386.80   sFT  0.99999285   -0 31 29.4
 DF1991;UTM  17      - 3,760,547.264   305,429.654   MT  1.00006670   -1 10 37.2
 DF1991
 DF1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1991!SPC GA E     -   0.99997333  x   0.99999285  =   0.99996618
 DF1991!UTM  17      -   0.99997333  x   1.00006670  =   1.00004003
 DF1991
 DF1991:                Primary Azimuth Mark                     Grid Az
 DF1991:SPC GA E     -  BV 109 203 AZ MK                         032 06 18.1
 DF1991:UTM  17      -  BV 109 203 AZ MK                         032 45 25.9
 DF1991
 DF1991|---------------------------------------------------------------------|
 DF1991| PID    Reference Object                     Distance      Geod. Az  |
 DF1991|                                                           dddmmss.s |
 DF1991| DF3337 BV 109 203 AZ MK                                   0313448.7 |
 DF1991| DF1992 BV 109 203 GADT 1976 PTA             27.781 METERS 26801     |
 DF1991|---------------------------------------------------------------------|
 DF1991
 DF1991                          SUPERSEDED SURVEY CONTROL
 DF1991
 DF1991  NAD 83(1986)-  33 58 02.89026(N)    083 06 21.40834(W) AD(       ) 2
 DF1991  NAD 27      -  33 58 02.48814(N)    083 06 21.86827(W) AD(       ) 2
 DF1991  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 DF1991
 DF1991.Superseded values are not recommended for survey control.
 DF1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1991.See file dsdata.txt to determine how the superseded data were derived.
 DF1991
 DF1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0543060547(NAD 83)
 DF1991_MARKER: DD = SURVEY DISK
 DF1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1991+STABILITY: SURFACE MOTION
 DF1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1991+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1994
 DF1991
 DF1991  HISTORY     - Date     Condition        Report By
 DF1991  HISTORY     - 1976     MONUMENTED       GADT
 DF1991  HISTORY     - 19940619 GOOD             NGS
 DF1991
 DF1991                          STATION DESCRIPTION
 DF1991
 DF1991'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1991'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTH-NORTHEAST
 DF1991'OF CRAWFORD, 7 MILES SOUTH OF COMER, AND 7 MILES SOUTHWEST OF
 DF1991'CARLTON ON THE PROPERTY OF GEORGE SMITH.
 DF1991'
 DF1991'TO REACH THE STATION FROM THE U.S. POST OFFICE LOCATED AT THE
 DF1991'JUNCTION OF STATE ROUTES 98 AND 72 IN COMER, GO EAST ALONG STATE
 DF1991'ROUTE 72 FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTE 22 TO THE
 DF1991'RIGHT.  TURN RIGHT, GOING SOUTH ALONG STATE ROUTE 22 FOR 3.1 MILES
 DF1991'TO THE JUNCTION OF PAVED COUNTY ROAD 137 CROSSING.  CONTINUE
 DF1991'GOING SOUTH ALONG STATE ROUTE 22 FOR 1.85 MILES TO THE NORTH END
 DF1991'OF A BRIDGE OVER BIG CLOUDS CREEK.  CONTINUE GOING SOUTH ALONG
 DF1991'STATE ROUTE 22 FOR 1.95 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1991'92164 CROSSING AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DF1991'GOING SOUTH ALONG STATE ROUTE 22 FOR 0.5 MILE TO THE STATION ON
 DF1991'THE RIGHT.
 DF1991'
 DF1991'THE STATION IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF
 DF1991'STATE ROUTE 22, 36.5 FEET WEST OF THE POINT OF INTERSECTION OF
 DF1991'THE CENTERLINES OF STATE ROUTE 22 AND A DIRT DRIVEWAY TO THE
 DF1991'NORTHWEST TO THE GEORGE SMITH RESIDENCE, 47.0 FEET SOUTHWEST OF
 DF1991'THE SOUTH CORNER OF A FENCE ON THE NORTHEAST SIDE OF THE
 DF1991'DRIVEWAY, 35.2 FEET NORTHEAST OF A 7 INCH PERSIMMON TREE, 27.0
 DF1991'FEET NORTHEAST OF AN 8 INCH PERSIMMON TREE, AND 2.8 FEET
 DF1991'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF1991'STAMPED 109-203 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1991'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1991'UNDERGROUND STATION IS A STANDARD DISK STAMPED 109-203 1976,
 DF1991'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER
 DF1991'BELOW THE SURFACE OF THE GROUND.
 DF1991'
 DF1991'THE AZIMUTH MARK IS LOCATED 38 FEET EAST OF THE CENTERLINE OF
 DF1991'STATE ROUTE 22, 85 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DF1991'92164, 79 FEET SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF
 DF1991'THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD, 105.8 FEET
 DF1991'SOUTHEAST OF A TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE CABLE
 DF1991'PEDESTAL ATTACHED IN THE SOUTHWEST QUADRANT OF THE JUNCTION, AND
 DF1991'2.5 FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF1991'109-203 1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1991'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1991
 DF1991                          STATION RECOVERY (1994)
 DF1991
 DF1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DF1991'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1980 ***********************************************************************
 DF1980  DESIGNATION -  BV 109 204
 DF1980  PID         -  DF1980
 DF1980  STATE/COUNTY-  GA/OGLETHORPE
 DF1980  USGS QUAD   -  VESTA (1981)
 DF1980
 DF1980                         *CURRENT SURVEY CONTROL
 DF1980  ___________________________________________________________________
 DF1980* NAD 83(1994)-  33 59 57.47406(N)    082 59 40.12557(W)     ADJUSTED  
 DF1980* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 DF1980  ___________________________________________________________________
 DF1980  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DF1980  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF1980
 DF1980  HORZ ORDER  -  SECOND
 DF1980
 DF1980.The horizontal coordinates were established by classical geodetic methods
 DF1980.and adjusted by the National Geodetic Survey in September 1997..
 DF1980
 DF1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1980
 DF1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1980
 DF1980.The geoid height was determined by GEOID03.
 DF1980
 DF1980;                    North         East     Units Scale Factor Converg.
 DF1980;SPC GA E     -   443,734.791   123,528.718   MT  0.99997207   -0 27 46.5
 DF1980;SPC GA E     - 1,455,819.89    405,277.14   sFT  0.99997207   -0 27 46.5
 DF1980;UTM  17      - 3,763,871.380   315,798.593   MT  1.00001828   -1 06 56.1
 DF1980
 DF1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1980!SPC GA E     -   0.99997319  x   0.99997207  =   0.99994526
 DF1980!UTM  17      -   0.99997319  x   1.00001828  =   0.99999147
 DF1980
 DF1980:                Primary Azimuth Mark                     Grid Az
 DF1980:SPC GA E     -  BV 109 204 AZ MK                         027 51 38.6
 DF1980:UTM  17      -  BV 109 204 AZ MK                         028 30 48.2
 DF1980
 DF1980|---------------------------------------------------------------------|
 DF1980| PID    Reference Object                     Distance      Geod. Az  |
 DF1980|                                                           dddmmss.s |
 DF1980| DF2905 BV 109 204 AZ MK                                   0272352.1 |
 DF1980| DF1974 VEAL                                APPROX. 6.6 KM 1361844.5 |
 DF1980| DF1979 BV 109 204 GADT 1976 PTA             20.366 METERS 17411     |
 DF1980|---------------------------------------------------------------------|
 DF1980
 DF1980                          SUPERSEDED SURVEY CONTROL
 DF1980
 DF1980  NAD 83(1986)-  33 59 57.48130(N)    082 59 40.12458(W) AD(       ) 2
 DF1980  NAD 27      -  33 59 57.07463(N)    082 59 40.60887(W) AD(       ) 2
 DF1980  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 DF1980
 DF1980.Superseded values are not recommended for survey control.
 DF1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1980.See file dsdata.txt to determine how the superseded data were derived.
 DF1980
 DF1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1579963871(NAD 83)
 DF1980_MARKER: DD = SURVEY DISK
 DF1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1980
 DF1980  HISTORY     - Date     Condition        Report By
 DF1980  HISTORY     - 1976     MONUMENTED       GADT
 DF1980
 DF1980                          STATION DESCRIPTION
 DF1980
 DF1980'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1980'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHEAST OF CARLTON,
 DF1980'9 MILES EAST-SOUTHEAST OF COMER, AND 10-1/2 MILES EAST OF
 DF1980'SMITHSONIA ON THE PROPERTY OF MR. CURTIS RUFF.
 DF1980'
 DF1980'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CARLTON, GO
 DF1980'EAST ALONG STATE ROUTE 72 FOR 0.35 MILE TO THE JUNCTION OF COUNTY
 DF1980'ROAD 91092 TO THE RIGHT.  TURN RIGHT, GOING EAST TO SOUTH ALONG
 DF1980'COUNTY ROAD 91092 FOR 1.65 MILES TO THE NORTH END OF A BRIDGE
 DF1980'OVER BROAD RIVER.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 91092
 DF1980'FOR 1.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 220 TO THE
 DF1980'LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 91092 FOR 1.75
 DF1980'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 220 TO THE LEFT (COUNTY
 DF1980'ROAD 220 MAKES A LARGE LOOP).  TURN LEFT GOING EAST ALONG
 DF1980'COUNTY ROAD 220 FOR 0.8 MILE TO THE JUNCTION OF DIRT COUNTY
 DF1980'ROAD 209 TO THE RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY
 DF1980'ROAD 220 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 DF1980'
 DF1980'THE STATION IS LOCATED APPROXIMATELY 27 FEET EAST-SOUTHEAST OF
 DF1980'THE CENTERLINE OF COUNTY ROAD 220, 94.5 FEET WEST OF A TELEPHONE
 DF1980'POLE, 60.8 FEET NORTH-NORTHWEST OF A POWER POLE, 101.5 FEET
 DF1980'SOUTHWEST OF AN 8 INCH OAK TREE, 99.0 FEET NORTH-NORTHEAST OF A
 DF1980'24 INCH OAK TREE, AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS
 DF1980'POST.  IT IS A STANDARD BRASS DISK STAMPED 109-204 1976, SET IN
 DF1980'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1980'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1980'STANDARD DISK STAMPED 109-204 1976, SET IN AN IRREGULAR MASS OF
 DF1980'CONCRETE APPROXIMATELY 0.74 METER BELOW THE SURFACE OF
 DF1980'THE GROUND.
 DF1980'
 DF1980'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 DF1980'COUNTY ROAD 220 FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS
 DF1980'LOCATED 29 FEET WEST-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 DF1980'220, 17.0 FEET EAST OF A POWER POLE, 44.0 FEET EAST-NORTHEAST OF
 DF1980'AN 8 INCH PINE TREE, 137.0 FEET SOUTH-SOUTHWEST OF A 12 INCH
 DF1980'FORKED SWEETGUM TREE, AND 2.8 FEET EAST-SOUTHEAST OF A WITNESS
 DF1980'POST.  IT IS A STANDARD DISK STAMPED 109-204 1976 AZMK, SET IN
 DF1980'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1980'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1975 ***********************************************************************
 DF1975  DESIGNATION -  BV 109 205
 DF1975  PID         -  DF1975
 DF1975  STATE/COUNTY-  GA/OGLETHORPE
 DF1975  USGS QUAD   -  VESTA (1981)
 DF1975
 DF1975                         *CURRENT SURVEY CONTROL
 DF1975  ___________________________________________________________________
 DF1975* NAD 83(1994)-  33 55 50.94368(N)    082 57 57.39066(W)     ADJUSTED  
 DF1975* NAVD 88     -       191.     (meters)     627.     (feet)  VERTCON   
 DF1975  ___________________________________________________________________
 DF1975  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DF1975  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF1975
 DF1975  HORZ ORDER  -  SECOND
 DF1975
 DF1975.The horizontal coordinates were established by classical geodetic methods
 DF1975.and adjusted by the National Geodetic Survey in September 1997..
 DF1975
 DF1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1975
 DF1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1975
 DF1975.The geoid height was determined by GEOID03.
 DF1975
 DF1975;                    North         East     Units Scale Factor Converg.
 DF1975;SPC GA E     -   436,118.342   126,105.805   MT  0.99996729   -0 26 46.2
 DF1975;SPC GA E     - 1,430,831.59    413,732.13   sFT  0.99996729   -0 26 46.2
 DF1975;UTM  17      - 3,756,225.767   318,288.938   MT  1.00000705   -1 05 51.6
 DF1975
 DF1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1975!SPC GA E     -   0.99997459  x   0.99996729  =   0.99994188
 DF1975!UTM  17      -   0.99997459  x   1.00000705  =   0.99998163
 DF1975
 DF1975:                Primary Azimuth Mark                     Grid Az
 DF1975:SPC GA E     -  BV 109 205 AZ MK                         036 46 47.2
 DF1975:UTM  17      -  BV 109 205 AZ MK                         037 25 52.6
 DF1975
 DF1975|---------------------------------------------------------------------|
 DF1975| PID    Reference Object                     Distance      Geod. Az  |
 DF1975|                                                           dddmmss.s |
 DF1975| DF2906 BV 109 205 AZ MK                                   0362001.0 |
 DF1975| DF1976 BV 109 205 GADT 1976 PTA             26.644 METERS 34852     |
 DF1975|---------------------------------------------------------------------|
 DF1975
 DF1975                          SUPERSEDED SURVEY CONTROL
 DF1975
 DF1975  NAD 83(1986)-  33 55 50.95097(N)    082 57 57.38958(W) AD(       ) 2
 DF1975  NAD 27      -  33 55 50.53973(N)    082 57 57.87302(W) AD(       ) 2
 DF1975  NGVD 29 (07/19/86)  191.     (m)          627.     (f) VERT ANG       
 DF1975
 DF1975.Superseded values are not recommended for survey control.
 DF1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1975.See file dsdata.txt to determine how the superseded data were derived.
 DF1975
 DF1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1828956226(NAD 83)
 DF1975_MARKER: DD = SURVEY DISK
 DF1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1975
 DF1975  HISTORY     - Date     Condition        Report By
 DF1975  HISTORY     - 1976     MONUMENTED       GADT
 DF1975
 DF1975                          STATION DESCRIPTION
 DF1975
 DF1975'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1975'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHWEST OF
 DF1975'VESTA, 8-3/4 MILES SOUTH-SOUTHEAST OF CARLTON, AND 9-3/4 MILES
 DF1975'NORTHEAST OF LEXINGTON ON STATE RIGHT OF WAY.
 DF1975'
 DF1975'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON, TRAVEL
 DF1975'SOUTHEASTERLY ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.35 MILE
 DF1975'TO THE JUNCTION OF STATE ROUTE 77 TO THE LEFT.  TURN LEFT,
 DF1975'TRAVELING NORTHEASTERLY ALONG STATE ROUTE 77 FOR 2.15 MILES TO THE
 DF1975'JUNCTION OF PAVED COUNTY ROAD 159 FORKING TO THE RIGHT.
 DF1975'CONTINUE TRAVELING NORTHEASTERLY ALONG STATE ROUTE 77 FOR 2.3
 DF1975'MILES TO INDIAN CREEK BRIDGE.  CONTINUE ALONG STATE ROUTE 77
 DF1975'FOR 2.55 MILES TO THE JUNCTION OF COUNTY ROAD 92164
 DF1975'CROSSING.  CONTINUE TRAVELING NORTHEASTERLY ALONG STATE
 DF1975'ROUTE 77 FOR 2.55 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 202
 DF1975'CROSSING.  CONTINUE ALONG STATE ROUTE 77 FOR 0.3 MILE TO THE
 DF1975'STATION ON THE RIGHT ON A 10 FOOT CUT-BANK.
 DF1975'
 DF1975'THE STATION IS LOCATED 45 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF1975'HIGHWAY, 2.7 FEET NORTHWEST OF A WITNESS POST, 29.3 FEET SOUTHWEST
 DF1975'OF A TELEPHONE POLE, 35.5 FEET WEST OF A POWER POLE, AND 149.0 FEET
 DF1975'NORTHEAST OF A 9 INCH PINE TREE LOCATED AT THE NORTHEASTERNMOST
 DF1975'CORNER OF A PINE WOODS.  IT IS A STANDARD BRASS DISK STAMPED
 DF1975'109-205 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1975'2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF1975'STATION IS A STANDARD DISK STAMPED 109-205 1976, SET IN AN
 DF1975'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER BELOW THE
 DF1975'SURFACE OF THE GROUND.
 DF1975'
 DF1975'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF1975'NORTHEASTERLY ALONG STATE ROUTE 77 FOR 0.7 MILE TO THE MARK ON
 DF1975'THE LEFT.  IT IS LOCATED 33 FEET NORTHWEST OF THE CENTERLINE OF
 DF1975'THE HIGHWAY, 2.5 FEET SOUTHWEST OF A WITNESS POST, 55.8 FEET SOUTH
 DF1975'OF A 12 INCH BLACK GUM TREE, 166.8 FEET WEST-SOUTHWEST OF A
 DF1975'TELEPHONE POLE ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND 235.5
 DF1975'FEET NORTH OF ANOTHER TELEPHONE POLE ON THE SOUTHEAST SIDE OF
 DF1975'THE HIGHWAY.  IT IS A STANDARD DISK STAMPED 109-205 1976 AZMK,
 DF1975'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF1975'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1971 ***********************************************************************
 DF1971  DESIGNATION -  BV 109 206
 DF1971  PID         -  DF1971
 DF1971  STATE/COUNTY-  GA/OGLETHORPE
 DF1971  USGS QUAD   -  VESTA (1981)
 DF1971
 DF1971                         *CURRENT SURVEY CONTROL
 DF1971  ___________________________________________________________________
 DF1971* NAD 83(1994)-  33 53 36.25767(N)    082 56 26.31858(W)     ADJUSTED  
 DF1971* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 DF1971  ___________________________________________________________________
 DF1971  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DF1971  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DF1971
 DF1971  HORZ ORDER  -  SECOND
 DF1971
 DF1971.The horizontal coordinates were established by classical geodetic methods
 DF1971.and adjusted by the National Geodetic Survey in September 1997..
 DF1971
 DF1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1971
 DF1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1971
 DF1971.The geoid height was determined by GEOID03.
 DF1971
 DF1971;                    North         East     Units Scale Factor Converg.
 DF1971;SPC GA E     -   431,950.833   128,413.403   MT  0.99996315   -0 25 53.9
 DF1971;SPC GA E     - 1,417,158.69    421,302.97   sFT  0.99996315   -0 25 53.9
 DF1971;UTM  17      - 3,752,032.146   320,549.107   MT  0.99999699   -1 04 57.0
 DF1971
 DF1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1971!SPC GA E     -   0.99997536  x   0.99996315  =   0.99993851
 DF1971!UTM  17      -   0.99997536  x   0.99999699  =   0.99997235
 DF1971
 DF1971|---------------------------------------------------------------------|
 DF1971| PID    Reference Object                     Distance      Geod. Az  |
 DF1971|                                                           dddmmss.s |
 DF1971| DF1970 BV 109 206 GADT 1976 RM1             27.469 METERS 05108     |
 DF1971| DF2908 BV 109 206 RM 2                      27.005 METERS 29009     |
 DF1971| DF2907 BV 109 206 AZ MK                                   3263843.3 |
 DF1971|---------------------------------------------------------------------|
 DF1971
 DF1971                          SUPERSEDED SURVEY CONTROL
 DF1971
 DF1971  NAD 83(1986)-  33 53 36.26501(N)    082 56 26.31744(W) AD(       ) 2
 DF1971  NAD 27      -  33 53 35.85164(N)    082 56 26.80140(W) AD(       ) 2
 DF1971  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 DF1971
 DF1971.Superseded values are not recommended for survey control.
 DF1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1971.See file dsdata.txt to determine how the superseded data were derived.
 DF1971
 DF1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2054952032(NAD 83)
 DF1971_MARKER: DD = SURVEY DISK
 DF1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1971
 DF1971  HISTORY     - Date     Condition        Report By
 DF1971  HISTORY     - 1976     MONUMENTED       GADT
 DF1971
 DF1971                          STATION DESCRIPTION
 DF1971
 DF1971'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1971'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF VESTA, 8
 DF1971'MILES NORTH-NORTHWEST OF RAYLE, AND 10-1/4 MILES EAST-NORTHEAST OF
 DF1971'LEXINGTON ON THE PROPERTY OF MR. GEORGE W. BRYANT.
 DF1971'
 DF1971'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1971'ROUTE 10), STATE ROUTE 22, AND STATE ROUTE 77, IN SOUTHEAST
 DF1971'LEXINGTON, GO NORTHEASTERLY ALONG STATE ROUTE 77 FOR 4.45 MILES
 DF1971'TO INDIAN CREEK BRIDGE.  CONTINUE TRAVELING ALONG STATE ROUTE 77
 DF1971'FOR 2.55 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92164
 DF1971'CROSSING.  TURN RIGHT, TRAVELING SOUTHEASTERLY ALONG COUNTY ROAD
 DF1971'92164 FOR 1.6 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 176 TO
 DF1971'THE LEFT.  TURN LEFT, TRAVELING EASTERLY ALONG COUNTY ROAD 176
 DF1971'FOR 2.3 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 170 TO THE
 DF1971'LEFT.  CONTINUE TRAVELING EASTERLY ALONG COUNTY ROAD 176 FOR
 DF1971'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST
 DF1971'CORNER OF A PASTURE.  CONTINUE TRAVELING EASTERLY ALONG COUNTY
 DF1971'ROAD 176 FOR 0.05 MILE TO A WIRE GAP AND TRACK ROAD TO THE RIGHT
 DF1971'INTO THE PASTURE.  (THE GEORGE W. BRYANT RESIDENCE IS
 DF1971'LOCATED 0.55 MILE EASTERLY ALONG THE COUNTY ROAD ON THE
 DF1971'RIGHT).  TURN RIGHT THROUGH THE GAP, TRAVELING SOUTHERLY THROUGH
 DF1971'THE PASTURE FOR 0.55 MILE TO THE SUMMIT OF A HILL ON THE HORIZON
 DF1971'VISABLE FROM THE GATE AND THE STATION.
 DF1971'
 DF1971'THE STATION IS LOCATED 2.7 FEET NORTH-NORTHWEST OF A WITNESS
 DF1971'POST, 421 FEET SOUTHEAST OF A 9 INCH OAK TREE WITH A LARGE BOTTOM
 DF1971'WHERE AN OLD BARBED WIRE FENCELINE IS ATTACHED AT THE NORTHEAST
 DF1971'CORNER OF A HARDWOODS GROVE, 355 FEET EAST-SOUTHEAST OF THE
 DF1971'NORTHEASTERNMOST ONE OF TWO 12 INCH PINE TREES ON THE EAST EDGE
 DF1971'OF THE GROVE, 92.6 FEET SOUTHEAST OF THE RM 1 WITNESS POST, AND
 DF1971'91.1 FEET SOUTHEAST OF THE RM 2 WITNESS POST.  IT IS A STANDARD
 DF1971'BRASS DISK STAMPED 109-206 1976, SET IN A 10 INCH CYLINDRICAL
 DF1971'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.  THE
 DF1971'UNDERGROUND STATION IS A STANDARD DISK STAMPED 109-206 1976,
 DF1971'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER
 DF1971'BELOW THE SURFACE OF THE GROUND.
 DF1971'
 DF1971'RM 1 IS LOCATED AT A SMALL TERRACE, 2.5 FEET SOUTHWEST OF A WITNESS
 DF1971'POST, 418 FEET EAST OF THE 12 INCH PINE TREE, 462 FEET
 DF1971'EAST-SOUTHEAST OF THE OAK TREE, AND 90.2 FEET NORTHEAST OF THE
 DF1971'STATION WITNESS POST.  IT IS A STANDARD DISK STAMPED 109-206
 DF1971'1976 RM 1, SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF1971'THE SURFACE OF THE GROUND.  AN UNDERGROUND MARK WAS SET AND IS
 DF1971'A STANDARD DISK STAMPED 109-206 1976 RM 1, SET IN AN IRREGULAR
 DF1971'MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF
 DF1971'THE GROUND.
 DF1971'
 DF1971'RM 2 IS LOCATED 2.5 FEET EAST OF A WITNESS POST, 267.5 FEET
 DF1971'EAST-SOUTHEAST OF THE 12 INCH PINE TREE, AND 333.0 FEET SOUTHEAST
 DF1971'OF THE OAK TREE.  IT IS A STANDARD DISK STAMPED 109-206 1976 RM 2,
 DF1971'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF1971'THE SURFACE OF THE GROUND.  AN UNDERGROUND MARK WAS SET AND IS
 DF1971'A STANDARD DISK STAMPED 109-206 1976 RM 2, SET IN AN IRREGULAR
 DF1971'MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW THE GROUND
 DF1971'SURFACE.
 DF1971'
 DF1971'THE AZIMUTH MARK IS LOCATED 21 FEET SOUTH OF THE CENTERLINE OF
 DF1971'COUNTY ROAD 176, 1.9 FEET SOUTH OF A WITNESS POST SET AT A
 DF1971'FENCELINE PARALLEL WITH THE ROAD, 9.7 FEET EAST-SOUTHEAST OF THE
 DF1971'NORTHWESTERN CORNER POST OF THE FENCELINE, 43.2 FEET
 DF1971'SOUTH-SOUTHEAST OF AN INTERSECTING FENCELINE CORNER POST ON THE
 DF1971'NORTH SIDE OF THE ROAD, 49.7 FEET WEST-NORTHWEST OF A 10 INCH
 DF1971'PINE TREE WITH FORKS AT 1/3 AND 1/2 ITS HEIGHT ON THE NORTH
 DF1971'EDGE OF A WOODSLINE, AND 124.9 FEET EAST OF A POWER POLE.  IT
 DF1971'IS A STANDARD DISK STAMPED 109-206 1976 AZMK, SET IN THE TOP
 DF1971'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1971'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2011 ***********************************************************************
 DF2011  DESIGNATION -  BV 109 207
 DF2011  PID         -  DF2011
 DF2011  STATE/COUNTY-  GA/OGLETHORPE
 DF2011  USGS QUAD   -  MAXEYS (1971)
 DF2011
 DF2011                         *CURRENT SURVEY CONTROL
 DF2011  ___________________________________________________________________
 DF2011* NAD 83(1994)-  33 51 38.53854(N)    083 13 24.81165(W)     ADJUSTED  
 DF2011* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 DF2011  ___________________________________________________________________
 DF2011  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DF2011  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF2011
 DF2011  HORZ ORDER  -  SECOND
 DF2011
 DF2011.The horizontal coordinates were established by classical geodetic methods
 DF2011.and adjusted by the National Geodetic Survey in September 1997..
 DF2011
 DF2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2011
 DF2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2011
 DF2011.The geoid height was determined by GEOID03.
 DF2011
 DF2011;                    North         East     Units Scale Factor Converg.
 DF2011;SPC GA E     -   428,557.071   102,207.820   MT  1.00001786   -0 35 20.1
 DF2011;SPC GA E     - 1,406,024.32    335,326.82   sFT  1.00001786   -0 35 20.1
 DF2011;UTM  17      - 3,748,935.971   294,304.869   MT  1.00012162   -1 14 21.7
 DF2011
 DF2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2011!SPC GA E     -   0.99996947  x   1.00001786  =   0.99998733
 DF2011!UTM  17      -   0.99996947  x   1.00012162  =   1.00009109
 DF2011
 DF2011:                Primary Azimuth Mark                     Grid Az
 DF2011:SPC GA E     -  BV 109 207 AZ MK                         020 52 26.4
 DF2011:UTM  17      -  BV 109 207 AZ MK                         021 31 28.0
 DF2011
 DF2011|---------------------------------------------------------------------|
 DF2011| PID    Reference Object                     Distance      Geod. Az  |
 DF2011|                                                           dddmmss.s |
 DF2011| DF3338 BV 109 207 AZ MK                                   0201706.3 |
 DF2011| DF2019 CRAWFORD JEFFERSON MILLS TANK       APPROX. 6.8 KM 0603159.5 |
 DF2011| DF2012 CRAWFORD MUNICIPAL TANK             APPROX. 6.9 KM 0680710.2 |
 DF2011|---------------------------------------------------------------------|
 DF2011
 DF2011                          SUPERSEDED SURVEY CONTROL
 DF2011
 DF2011  NAD 83(1986)-  33 51 38.54545(N)    083 13 24.81054(W) AD(       ) 2
 DF2011  NAD 27      -  33 51 38.12463(N)    083 13 25.25332(W) AD(       ) 2
 DF2011  NGVD 29 (07/19/86)  223.3    (m)          733.     (f) VERT ANG       
 DF2011
 DF2011.Superseded values are not recommended for survey control.
 DF2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2011.See file dsdata.txt to determine how the superseded data were derived.
 DF2011
 DF2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9430548936(NAD 83)
 DF2011_MARKER: DD = SURVEY DISK
 DF2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2011
 DF2011  HISTORY     - Date     Condition        Report By
 DF2011  HISTORY     - 1976     MONUMENTED       GADT
 DF2011
 DF2011                          STATION DESCRIPTION
 DF2011
 DF2011'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2011'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF
 DF2011'ARNOLDSVILLE, 4-1/4 MILES WEST-SOUTHWEST OF CRAWFORD, AND 8 MILES
 DF2011'NORTH-NORTHWEST OF MAXEYS ON THE PROPERTY OF EUGENE VAUGHN.
 DF2011'
 DF2011'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CRAWFORD, GO
 DF2011'WEST ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 2.35 MILES TO THE
 DF2011'JUNCTION OF COUNTY ROAD 77 TO THE LEFT.  TURN LEFT, GOING
 DF2011'SOUTHWESTERLY ALONG COUNTY ROAD 77 FOR 2.55 MILES TO THE JUNCTION
 DF2011'OF DIRT COUNTY ROAD 74 REVERSE FORKING TO THE RIGHT.  CONTINUE
 DF2011'GOING SOUTHWEST ALONG COUNTY ROAD 77 FOR 0.15 MILE TO THE AZIMUTH
 DF2011'MARK ON THE RIGHT.  CONTINUE GOING SOUTHWESTERLY ALONG
 DF2011'COUNTY ROAD 77 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DF2011'
 DF2011'THE STATION IS LOCATED 161 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DF2011'OF COUNTY ROAD 77, 143.4 FEET SOUTH-SOUTHEAST OF THE SOUTHERNMOST
 DF2011'END OF A 15 INCH SIDE DRAIN CONCRETE CULVERT PIPE UNDER AN ACCESS
 DF2011'ROAD TO A FIELD, 142.4 FEET EAST OF A POWER POLE, 43.8 FEET
 DF2011'EAST-NORTHEAST OF ANOTHER POWER POLE, 111.5 FEET SOUTH-SOUTHWEST
 DF2011'OF A THIRD POWER POLE, AND 1.5 FEET WEST-NORTHWEST OF A WITNESS
 DF2011'POST SET AT A WOVEN WIRE FENCELINE.  IT IS A STANDARD BRASS
 DF2011'DISK STAMPED 109-207 1976, SET IN THE TOP OF A 10 INCH
 DF2011'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2011'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2011'109-207 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2011'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2011'
 DF2011'THE AZIMUTH MARK IS LOCATED 38 FEET WEST-NORTHWEST OF THE
 DF2011'CENTERLINE OF COUNTY ROAD 77, 163 FEET NORTH OF THE POINT OF
 DF2011'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 77 AND A DIRT
 DF2011'DRIVEWAY TO THE RESIDENCE OF DR. HUGO HASTON, 40.5 FEET NORTHEAST
 DF2011'OF A SOUTHERNMOST WOVEN WIRE FENCELINE CORNER POST, AND 2.5 FEET
 DF2011'EAST-SOUTHEAST OF A WITNESS POST SET AT A WOVEN WIRE FENCELINE.
 DF2011'IT IS A STANDARD DISK STAMPED 109-207 1976 AZMK, SET IN THE TOP OF
 DF2011'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2011'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1987 ***********************************************************************
 DF1987  DESIGNATION -  BV 109 208
 DF1987  PID         -  DF1987
 DF1987  STATE/COUNTY-  GA/OGLETHORPE
 DF1987  USGS QUAD   -  SANDY CROSS (1981)
 DF1987
 DF1987                         *CURRENT SURVEY CONTROL
 DF1987  ___________________________________________________________________
 DF1987* NAD 83(1994)-  33 53 59.56600(N)    083 02 42.88438(W)     ADJUSTED  
 DF1987* NAVD 88     -       191.     (meters)     627.     (feet)  VERTCON   
 DF1987  ___________________________________________________________________
 DF1987  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DF1987  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF1987
 DF1987  HORZ ORDER  -  SECOND
 DF1987
 DF1987.The horizontal coordinates were established by classical geodetic methods
 DF1987.and adjusted by the National Geodetic Survey in September 1997..
 DF1987
 DF1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1987
 DF1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1987
 DF1987.The geoid height was determined by GEOID03.
 DF1987
 DF1987;                    North         East     Units Scale Factor Converg.
 DF1987;SPC GA E     -   432,746.764   118,744.477   MT  0.99998137   -0 29 24.2
 DF1987;SPC GA E     - 1,419,770.01    389,580.84   sFT  0.99998137   -0 29 24.2
 DF1987;UTM  17      - 3,752,937.915   310,889.396   MT  1.00004088   -1 08 27.8
 DF1987
 DF1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1987!SPC GA E     -   0.99997457  x   0.99998137  =   0.99995594
 DF1987!UTM  17      -   0.99997457  x   1.00004088  =   1.00001545
 DF1987
 DF1987|---------------------------------------------------------------------|
 DF1987| PID    Reference Object                     Distance      Geod. Az  |
 DF1987|                                                           dddmmss.s |
 DF1987| DF1986 BV 109 208 GADT 1976 PTA             26.507 METERS 09949     |
 DF1987| DF3339 BV 109 208 AZ MK                                   2221713.8 |
 DF1987| DF1983 WHITEHEAD                           APPROX. 4.8 KM 3312203.4 |
 DF1987|---------------------------------------------------------------------|
 DF1987
 DF1987                          SUPERSEDED SURVEY CONTROL
 DF1987
 DF1987  NAD 83(1986)-  33 53 59.57318(N)    083 02 42.88321(W) AD(       ) 2
 DF1987  NAD 27      -  33 53 59.16780(N)    083 02 43.34591(W) AD(       ) 2
 DF1987  NGVD 29 (07/19/86)  191.     (m)          627.     (f) VERT ANG       
 DF1987
 DF1987.Superseded values are not recommended for survey control.
 DF1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1987.See file dsdata.txt to determine how the superseded data were derived.
 DF1987
 DF1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1088952938(NAD 83)
 DF1987_MARKER: DD = SURVEY DISK
 DF1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1987
 DF1987  HISTORY     - Date     Condition        Report By
 DF1987  HISTORY     - 1976     MONUMENTED       GADT
 DF1987
 DF1987                          STATION DESCRIPTION
 DF1987
 DF1987'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1987'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES EAST-NORTHEAST
 DF1987'OF LEXINGTON, 6-3/4 MILES EAST-NORTHEAST OF CRAWFORD, AND 11-1/4
 DF1987'MILES NORTHWEST OF RAYLE ON THE PROPERTY OF CHAMPION INTERNATIONAL
 DF1987'CORPORATION.
 DF1987'
 DF1987'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1987'ROUTE 10), STATE ROUTE 22, AND STATE ROUTE 77 IN SOUTHEAST
 DF1987'LEXINGTON, GO NORTHEASTERLY ALONG STATE ROUTE 77 FOR 4.45 MILES TO
 DF1987'THE SOUTH END OF A BRIDGE OVER INDIAN CREEK.  CONTINUE GOING
 DF1987'NORTHEAST ALONG STATE ROUTE 77 FOR 0.5 MILE TO THE JUNCTION OF
 DF1987'DIRT COUNTY ROAD 166 TO THE LEFT.  TURN LEFT, GOING NORTHWEST
 DF1987'ALONG COUNTY ROAD 166 FOR 1.0 MILE TO THE JUNCTION OF A DIM
 DF1987'TRACK WOODS ROAD TO THE RIGHT AT THE EAST SIDE OF A CLEARED AREA
 DF1987'WITH REPLANTED PINE TREES ABOUT 3 TO 4 FEET HIGH ON BOTH SIDES
 DF1987'OF THE COUNTY ROAD.  TURN RIGHT, GOING NORTHWESTERLY ON A
 DF1987'COMPASS AZIMUTH OF APPROXIMATELY 325 DEG NORTH ALONG THE TRACK
 DF1987'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 DF1987'
 DF1987'THE STATION IS LOCATED ABOUT 10 FEET NORTHEAST OF THE CENTERLINE
 DF1987'OF THE TRACK ROAD, 100.0 FEET SOUTH OF A 7 INCH OAK TREE, THE
 DF1987'LARGEST OF A SMALL GROUP OF LONE OAKS, 223.0 FEET SOUTHEAST OF A
 DF1987'10 INCH PINE TREE AT THE NORTHEAST CORNER OF DENSE PINE WOODS,
 DF1987'195.5 FEET EAST OF TWIN 12 INCH OAK TREES ON THE EAST SIDE OF
 DF1987'THE DENSE PINE WOODS, AND 2.5 FEET SOUTH OF A WITNESS POST.  IT
 DF1987'IS A STANDARD BRASS DISK STAMPED 109-208 1976, SET IN THE TOP
 DF1987'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 DF1987'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1987'STAMPED 109-208 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1987'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 DF1987'
 DF1987'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 166
 DF1987'AND THE TRACK ROAD, CONTINUE GOING WESTERLY ALONG COUNTY ROAD 166
 DF1987'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 26
 DF1987'FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 166, 39.5 FEET WEST
 DF1987'OF A 14 INCH PINE TREE PAINTED WITH ONE WHITE BAND, 25.5 FEET
 DF1987'WEST-NORTHWEST OF A 10 INCH PINE WITH ONE WHITE PAINT SMEAR,
 DF1987'27.5 FEET NORTH-NORTHEAST OF AN 8 INCH PINE TREE, 26.0 FEET EAST
 DF1987'OF A 10 INCH PINE TREE WITH A 3 FOOT TALL SORE FROM DISEASE AT
 DF1987'THE BASE, AND 2.5 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 DF1987'DISK STAMPED 109-208 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1987'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1987'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1984 ***********************************************************************
 DF1984  DESIGNATION -  BV 109 209
 DF1984  PID         -  DF1984
 DF1984  STATE/COUNTY-  GA/OGLETHORPE
 DF1984  USGS QUAD   -  SANDY CROSS (1981)
 DF1984
 DF1984                         *CURRENT SURVEY CONTROL
 DF1984  ___________________________________________________________________
 DF1984* NAD 83(1994)-  33 54 33.84964(N)    083 00 23.64957(W)     ADJUSTED  
 DF1984* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 DF1984  ___________________________________________________________________
 DF1984  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DF1984  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF1984
 DF1984  HORZ ORDER  -  SECOND
 DF1984
 DF1984.The horizontal coordinates were established by classical geodetic methods
 DF1984.and adjusted by the National Geodetic Survey in September 1997..
 DF1984
 DF1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1984
 DF1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1984
 DF1984.The geoid height was determined by GEOID03.
 DF1984
 DF1984;                    North         East     Units Scale Factor Converg.
 DF1984;SPC GA E     -   433,773.104   122,330.202   MT  0.99997434   -0 28 06.9
 DF1984;SPC GA E     - 1,423,137.26    401,345.00   sFT  0.99997434   -0 28 06.9
 DF1984;UTM  17      - 3,753,923.496   314,486.749   MT  1.00002427   -1 07 11.1
 DF1984
 DF1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1984!SPC GA E     -   0.99997363  x   0.99997434  =   0.99994797
 DF1984!UTM  17      -   0.99997363  x   1.00002427  =   0.99999790
 DF1984
 DF1984:                Primary Azimuth Mark                     Grid Az
 DF1984:SPC GA E     -  BV 109 209 AZ MK                         133 33 29.5
 DF1984:UTM  17      -  BV 109 209 AZ MK                         134 12 33.7
 DF1984
 DF1984|---------------------------------------------------------------------|
 DF1984| PID    Reference Object                     Distance      Geod. Az  |
 DF1984|                                                           dddmmss.s |
 DF1984| DF3340 BV 109 209 AZ MK                                   1330522.6 |
 DF1984| DF1981 CALD                                APPROX. 3.7 KM 1673054.6 |
 DF1984| DF1985 BV 109 209 GADT 1976 PTA             26.987 METERS 22132     |
 DF1984|---------------------------------------------------------------------|
 DF1984
 DF1984                          SUPERSEDED SURVEY CONTROL
 DF1984
 DF1984  NAD 83(1986)-  33 54 33.85672(N)    083 00 23.64844(W) AD(       ) 2
 DF1984  NAD 27      -  33 54 33.44311(N)    083 00 24.11308(W) AD(       ) 2
 DF1984  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 DF1984
 DF1984.Superseded values are not recommended for survey control.
 DF1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1984.See file dsdata.txt to determine how the superseded data were derived.
 DF1984
 DF1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1448753923(NAD 83)
 DF1984_MARKER: DD = SURVEY DISK
 DF1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1984
 DF1984  HISTORY     - Date     Condition        Report By
 DF1984  HISTORY     - 1976     MONUMENTED       GADT
 DF1984
 DF1984                          STATION DESCRIPTION
 DF1984
 DF1984'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1984'THE STATION IS LOCATED APPROXIMATELY 7 MILES EAST-NORTHEAST OF
 DF1984'LEXINGTON, 9-1/4 MILES SOUTH OF CARLTON, AND 12-1/2 MILES EAST OF
 DF1984'ARNOLDSVILLE ON COUNTY RIGHT OF WAY.
 DF1984'
 DF1984'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1984'ROUTE 10) AND STATE ROUTES 77 AND 22 IN SOUTHEAST LEXINGTON, GO
 DF1984'NORTHEASTERLY ALONG STATE ROUTE 77 FOR 4.45 MILES TO THE SOUTH
 DF1984'END OF A BRIDGE OVER INDIAN CREEK.  CONTINUE GOING NORTHEASTERLY
 DF1984'ALONG STATE ROUTE 77 FOR 2.6 MILES TO THE JUNCTION OF PAVED
 DF1984'COUNTY ROAD 92164 CROSSING.  TURN RIGHT, GOING SOUTHEASTERLY
 DF1984'ALONG COUNTY ROAD 92164 FOR 0.1 MILE TO THE STATION ON THE
 DF1984'LEFT.
 DF1984'
 DF1984'THE STATION IS LOCATED 118.0 FEET NORTHEAST OF A POWER POLE ON
 DF1984'THE SOUTHWEST SIDE OF THE ROAD, 121.0 FEET NORTH-NORTHEAST OF A
 DF1984'TELEPHONE POLE ON THE SOUTHWEST SIDE OF THE ROAD, 45 FEET
 DF1984'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 92164, 11.5 FEET
 DF1984'SOUTH-SOUTHEAST OF A 10 INCH PINE TREE, 9.6 FEET WEST-NORTHWEST
 DF1984'OF ANOTHER 10 INCH PINE TREE, AND 3.0 FEET SOUTHWEST OF A WITNESS
 DF1984'POST.  IT IS A STANDARD BRASS DISK STAMPED 109-209 1976, SET
 DF1984'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1984'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1984'STANDARD DISK STAMPED 109-209 1976, SET IN AN IRREGULAR MASS
 DF1984'OF CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE
 DF1984'GROUND.
 DF1984'
 DF1984'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1984'SOUTHEAST ALONG COUNTY ROAD 92164 FOR 0.1 MILE TO THE MARK ON
 DF1984'THE RIGHT.  IT IS LOCATED 44 FEET SOUTHWEST OF THE CENTERLINE
 DF1984'OF THE ROAD, 128.0 FEET NORTHWEST OF A POWER POLE, AND 2.2
 DF1984'FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT
 DF1984'IS A STANDARD DISK STAMPED 109-209 1976 AZMK, SET IN THE TOP OF
 DF1984'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1984'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2021 ***********************************************************************
 DF2021  DESIGNATION -  BV 109 210
 DF2021  PID         -  DF2021
 DF2021  STATE/COUNTY-  GA/OGLETHORPE
 DF2021  USGS QUAD   -  CRAWFORD (1981)
 DF2021
 DF2021                         *CURRENT SURVEY CONTROL
 DF2021  ___________________________________________________________________
 DF2021* NAD 83(1994)-  33 55 14.29526(N)    083 11 52.75224(W)     ADJUSTED  
 DF2021* NAVD 88     -       220.4    (meters)     723.     (feet)  VERTCON   
 DF2021  ___________________________________________________________________
 DF2021  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DF2021  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF2021
 DF2021  HORZ ORDER  -  SECOND
 DF2021
 DF2021.The horizontal coordinates were established by classical geodetic methods
 DF2021.and adjusted by the National Geodetic Survey in September 1997..
 DF2021
 DF2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2021
 DF2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2021
 DF2021.The geoid height was determined by GEOID03.
 DF2021
 DF2021;                    North         East     Units Scale Factor Converg.
 DF2021;SPC GA E     -   435,180.518   104,640.779   MT  1.00001206   -0 34 32.0
 DF2021;SPC GA E     - 1,427,754.75    343,308.96   sFT  1.00001206   -0 34 32.0
 DF2021;UTM  17      - 3,755,532.012   296,813.169   MT  1.00010896   -1 13 37.2
 DF2021
 DF2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2021!SPC GA E     -   0.99996994  x   1.00001206  =   0.99998199
 DF2021!UTM  17      -   0.99996994  x   1.00010896  =   1.00007889
 DF2021
 DF2021:                Primary Azimuth Mark                     Grid Az
 DF2021:SPC GA E     -  BV 109 210 AZ MK                         034 01 58.9
 DF2021:UTM  17      -  BV 109 210 AZ MK                         034 41 04.1
 DF2021
 DF2021|---------------------------------------------------------------------|
 DF2021| PID    Reference Object                     Distance      Geod. Az  |
 DF2021|                                                           dddmmss.s |
 DF2021| DF3341 BV 109 210 AZ MK                                   0332726.9 |
 DF2021| DF2019 CRAWFORD JEFFERSON MILLS TANK       APPROX. 4.8 KM 1331847.2 |
 DF2021|---------------------------------------------------------------------|
 DF2021
 DF2021                          SUPERSEDED SURVEY CONTROL
 DF2021
 DF2021  NAD 83(1986)-  33 55 14.30217(N)    083 11 52.75118(W) AD(       ) 2
 DF2021  NAD 27      -  33 55 13.88661(N)    083 11 53.19906(W) AD(       ) 2
 DF2021  NGVD 29 (07/19/86)  220.5    (m)          723.     (f) VERT ANG       
 DF2021
 DF2021.Superseded values are not recommended for survey control.
 DF2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2021.See file dsdata.txt to determine how the superseded data were derived.
 DF2021
 DF2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9681355532(NAD 83)
 DF2021_MARKER: DD = SURVEY DISK
 DF2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2021
 DF2021  HISTORY     - Date     Condition        Report By
 DF2021  HISTORY     - 1976     MONUMENTED       GADT
 DF2021
 DF2021                          STATION DESCRIPTION
 DF2021
 DF2021'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2021'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHWEST OF
 DF2021'CRAWFORD, 5-3/4 MILES SOUTHEAST OF WINTERVILLE, AND 6 MILES
 DF2021'SOUTH-SOUTHWEST OF SMITHSONIA ON THE PROPERTY OF HUBERT J. JONES.
 DF2021'
 DF2021'TO REACH THE STATION FROM THE U.S. POST OFFICE LOCATED AT THE
 DF2021'JUNCTION OF U.S. HIGHWAY 78 (STATE ROUTE 10) AND THE GEORGIA
 DF2021'RAILWAY IN CRAWFORD, GO WEST ALONG U.S. HIGHWAY 78 (STATE ROUTE
 DF2021'10) FOR 3.05 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 90915
 DF2021'TO THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG COUNTY ROAD
 DF2021'90915 FOR 1.1 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 36
 DF2021'CROSSING AT THE COMMUNITY OF ARNOLDSVILLE.  TURN RIGHT,
 DF2021'CROSSING THE RAILWAY TRACKS AND GOING NORTHEASTERLY ALONG
 DF2021'COUNTY ROAD 36 FOR 1.25 MILES TO THE JUNCTION OF DIRT COUNTY
 DF2021'ROAD 31 TO THE RIGHT.  CONTINUE GOING NORTHEASTERLY ALONG
 DF2021'COUNTY ROAD 36 FOR 0.45 MILE TO THE JUNCTION OF A DIRT
 DF2021'DRIVEWAY TO A MOBILE HOME TO THE RIGHT.  (THE PROPERTY OWNERS
 DF2021'RESIDENCE IS THE LAST HOUSE PASSED ON THE LEFT).
 DF2021'
 DF2021'THE STATION IS LOCATED 7 FEET SOUTH OF THE CENTERLINE OF THE
 DF2021'DRIVEWAY, 29.0 FEET WEST-NORTHWEST OF THE WESTERNMOST PULL POST
 DF2021'OF A SINGLE FENCELINE BRACE, 47.8 FEET EAST OF THE EASTERNMOST
 DF2021'PULL POST OF ANOTHER SINGLE FENCELINE BRACE, 316.0 FEET WEST OF
 DF2021'A FENCE CORNER POST AT AN OBLIQUE CORNER OF THE FENCELINE, AND
 DF2021'1.5 FEET NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT
 DF2021'IS A STANDARD BRASS DISK STAMPED 109-210 1976, SET IN THE TOP OF
 DF2021'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2021'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2021'STAMPED 109-210 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2021'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2021'
 DF2021'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT DRIVEWAY
 DF2021'AND COUNTY ROAD 36, CONTINUE GOING NORTHEASTERLY ALONG COUNTY
 DF2021'ROAD 36 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 DF2021'LOCATED 35 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 DF2021'36, 76.3 FEET NORTHEAST OF A POWER POLE, 60.0 FEET SOUTHWEST OF
 DF2021'THE SOUTHERNMOST CORNER OF A STORM SHELTER, 79.0 FEET
 DF2021'SOUTH-SOUTHWEST OF A 16 INCH PECAN TREE, 5.0 FEET SOUTH OF A
 DF2021'FENCE CORNER POST, AND 2.4 FEET SOUTHEAST OF A WITNESS POST SET AT
 DF2021'THE FENCELINE.  IT IS A STANDARD DISK STAMPED 109-210 1976 AZMK,
 DF2021'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2021'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1994 ***********************************************************************
 DF1994  DESIGNATION -  BV 109 211
 DF1994  PID         -  DF1994
 DF1994  STATE/COUNTY-  GA/OGLETHORPE
 DF1994  USGS QUAD   -  SANDY CROSS (1981)
 DF1994
 DF1994                         *CURRENT SURVEY CONTROL
 DF1994  ___________________________________________________________________
 DF1994* NAD 83(1994)-  33 52 45.97975(N)    083 07 05.93902(W)     ADJUSTED  
 DF1994* NAVD 88     -       224.8    (meters)     738.     (feet)  VERTCON   
 DF1994  ___________________________________________________________________
 DF1994  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DF1994  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF1994
 DF1994  HORZ ORDER  -  SECOND
 DF1994
 DF1994.The horizontal coordinates were established by classical geodetic methods
 DF1994.and adjusted by the National Geodetic Survey in September 1997..
 DF1994
 DF1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1994
 DF1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1994
 DF1994.The geoid height was determined by GEOID03.
 DF1994
 DF1994;                    North         East     Units Scale Factor Converg.
 DF1994;SPC GA E     -   430,539.798   111,965.292   MT  0.99999551   -0 31 49.9
 DF1994;SPC GA E     - 1,412,529.32    367,339.46   sFT  0.99999551   -0 31 49.9
 DF1994;UTM  17      - 3,750,807.951   304,085.111   MT  1.00007319   -1 10 52.4
 DF1994
 DF1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1994!SPC GA E     -   0.99996923  x   0.99999551  =   0.99996474
 DF1994!UTM  17      -   0.99996923  x   1.00007319  =   1.00004242
 DF1994
 DF1994:                Primary Azimuth Mark                     Grid Az
 DF1994:SPC GA E     -  BV 109 211 AZ MK                         312 02 09.8
 DF1994:UTM  17      -  BV 109 211 AZ MK                         312 41 12.3
 DF1994
 DF1994|---------------------------------------------------------------------|
 DF1994| PID    Reference Object                     Distance      Geod. Az  |
 DF1994|                                                           dddmmss.s |
 DF1994| DF3342 BV 109 211 AZ MK                                   3113019.9 |
 DF1994|---------------------------------------------------------------------|
 DF1994
 DF1994                          SUPERSEDED SURVEY CONTROL
 DF1994
 DF1994  NAD 83(1986)-  33 52 45.98669(N)    083 07 05.93793(W) AD(       ) 2
 DF1994  NAD 27      -  33 52 45.56960(N)    083 07 06.39207(W) AD(       ) 2
 DF1994  NGVD 29 (07/19/86)  224.9    (m)          738.     (f) VERT ANG       
 DF1994
 DF1994.Superseded values are not recommended for survey control.
 DF1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1994.See file dsdata.txt to determine how the superseded data were derived.
 DF1994
 DF1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0408550808(NAD 83)
 DF1994_MARKER: DD = SURVEY DISK
 DF1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1994+STABILITY: SURFACE MOTION
 DF1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1994+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 DF1994
 DF1994  HISTORY     - Date     Condition        Report By
 DF1994  HISTORY     - 1976     MONUMENTED       GADT
 DF1994  HISTORY     - 19940725 GOOD             NGS
 DF1994
 DF1994                          STATION DESCRIPTION
 DF1994
 DF1994'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1994'THE STATION IS LOCATED IN LEXINGTON ON THE PROPERTY OF I. L. LOGAN
 DF1994'CRAWFORD.
 DF1994'
 DF1994'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON, GO
 DF1994'NORTHWESTERLY ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.25 MILE
 DF1994'TO THE JUNCTION OF STATE ROUTE 77 TO THE LEFT.  CONTINUE GOING
 DF1994'NORTHWESTERLY ALONG U.S. HIGHWAY 78 FOR 0.3 MILE TO THE JUNCTION
 DF1994'OF STATE ROUTE 22 TO THE RIGHT.  CONTINUE GOING NORTHWESTERLY
 DF1994'ALONG U.S. HIGHWAY 78 FOR 0.25 MILE TO THE JUNCTION OF A PAVED
 DF1994'STREET TO CLARK CEMETERY TO THE RIGHT.  TURN RIGHT, GOING
 DF1994'NORTHEASTERLY ALONG THE PAVED STREET FOR 0.05 MILE TO ITS
 DF1994'TERMINATION AT THE JUNCTION OF A DIRT STREET TO THE LEFT,
 DF1994'PAVED STREET TO THE RIGHT, THE ENTRANCE TO CLARK CEMETERY AHEAD,
 DF1994'AND THE STATION IN THE NORTH QUADRANT OF THE JUNCTION.
 DF1994'
 DF1994'THE STATION IS LOCATED 32 FEET NORTH OF THE POINT OF INTERSECTION
 DF1994'OF THE CENTERLINES OF THE STREETS, 37.2 FEET WEST-NORTHWEST OF THE
 DF1994'WESTERNMOST CORNER OF A ROCK CEMETERY ENTRANCE POST WITH A
 DF1994'CLARK CEMETERY MEMORIAL SIGN ATTACHED ON THE SOUTHEAST SIDE OF
 DF1994'THE CEMETERY DRIVEWAY, 19.5 FEET WEST OF THE WESTERNMOST CORNER
 DF1994'OF ROCK ENTRANCE POST ON THE NORTHWEST SIDE OF THE CEMETERY
 DF1994'DRIVEWAY, 9.0 FEET EAST OF A POWER POLE AT THE CORNER OF A
 DF1994'GRANITE BLOCK WALL, 8.2 FEET EAST-SOUTHEAST OF THE SOUTH CORNER
 DF1994'OF THE FIRST VERTICALLY PROTRUDING GRANITE BLOCK ON TOP OF
 DF1994'THE SOUTHWEST END OF A GRANITE BLOCK WALL RUNNING NORTHEASTERLY,
 DF1994'AND 2.4 FEET SOUTHEAST OF A WITNESS POST SET AT THE WALL.  IT
 DF1994'IS A STANDARD BRASS DISK STAMPED 109-211 1976, SET IN THE TOP
 DF1994'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DF1994'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1994'STANDARD DISK STAMPED 109-211 1976, SET IN AN IRREGULAR MASS OF
 DF1994'CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE
 DF1994'GROUND.
 DF1994'
 DF1994'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1994'(STATE ROUTE 10) AND THE PAVED STREET LEADING TOWARD CLARK
 DF1994'CEMETERY, CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 78 FOR
 DF1994'0.35 MILE TO THE JUNCTION OF A DIRT DRIVEWAY TO THE LEFT AND THE
 DF1994'MARK ON THE LEFT.  IT IS LOCATED 38 FEET SOUTHWEST OF THE
 DF1994'CENTERLINE OF U.S. HIGHWAY 78, 89.3 FEET SOUTHWEST OF A TELEPHONE
 DF1994'POLE ON THE NORTHEAST SIDE OF THE HIGHWAY, 166.5 FEET
 DF1994'SOUTHEAST OF THE SOUTHEAST END OF A 12 INCH SIDE DRAIN
 DF1994'CONCRETE CULVERT PIPE UNDER AN ENTRANCE DRIVEWAY TO OGLETHORPE
 DF1994'COUNTY HIGH SCHOOL, 327.3 FEET EAST-SOUTHEAST OF THE EASTERNMOST
 DF1994'CORNER OF THE BRICK SCHOOL BUILDING, 35.5 FEET NORTHWEST OF
 DF1994'A 10 INCH CEDAR TREE, 46.3 FEET NORTH OF AN 8 INCH CEDAR TREE,
 DF1994'AND 1.7 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1994'STAMPED 109-211 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1994'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1994'GROUND.
 DF1994
 DF1994                          STATION RECOVERY (1994)
 DF1994
 DF1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DF1994'RECOVERED AS DESCRIBED.  AZIMUTH MARK IS 327 FT (99.7 M) ESE OF
 DF1994'EASTMOST CORNER OF BRICK GYMNASIUM OF HIGH SCHOOL, 84 FT (25.6 M) EAST
 DF1994'OF NE CORNER OF ASPHALT SCHOOL PARKING LOT, IN VICINITY OF A SIGN
 DF1994'SAYING KINGDOM HALL OF JEHOVAHS WITNESS, 12 FT (3.7 M) SOUTH OF A
 DF1994'MAILBOX, 10 FT (3.0 M) NW OF NW SIGN POST, 19.5 FT (5.9 M) WEST OF
 DF1994'DRIVEWAY, 10 FT (3.0 M) NE OF GUY WIRE, 4.5 FT (1.4 M) SOUTH OF POWER
 DF1994'POLE, 4 FT (1.2 M) BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2004 ***********************************************************************
 DF2004  DESIGNATION -  BV 109 212
 DF2004  PID         -  DF2004
 DF2004  STATE/COUNTY-  GA/OGLETHORPE
 DF2004  USGS QUAD   -  LEXINGTON (1981)
 DF2004
 DF2004                         *CURRENT SURVEY CONTROL
 DF2004  ___________________________________________________________________
 DF2004* NAD 83(1994)-  33 47 25.58911(N)    083 06 21.24222(W)     ADJUSTED  
 DF2004* NAVD 88     -       225.     (meters)     738.     (feet)  VERTCON   
 DF2004  ___________________________________________________________________
 DF2004  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DF2004  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DF2004
 DF2004  HORZ ORDER  -  SECOND
 DF2004
 DF2004.The horizontal coordinates were established by classical geodetic methods
 DF2004.and adjusted by the National Geodetic Survey in September 1997..
 DF2004
 DF2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2004
 DF2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2004
 DF2004.The geoid height was determined by GEOID03.
 DF2004
 DF2004;                    North         East     Units Scale Factor Converg.
 DF2004;SPC GA E     -   420,658.172   113,023.777   MT  0.99999323   -0 31 20.6
 DF2004;SPC GA E     - 1,380,109.35    370,812.18   sFT  0.99999323   -0 31 20.6
 DF2004;UTM  17      - 3,740,914.197   305,031.510   MT  1.00006863   -1 10 17.7
 DF2004
 DF2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2004!SPC GA E     -   0.99996919  x   0.99999323  =   0.99996242
 DF2004!UTM  17      -   0.99996919  x   1.00006863  =   1.00003782
 DF2004
 DF2004|---------------------------------------------------------------------|
 DF2004| PID    Reference Object                     Distance      Geod. Az  |
 DF2004|                                                           dddmmss.s |
 DF2004| DF2003 BV 109 212 GADT 1976 PTA             19.942 METERS 02859     |
 DF2004| DF3343 BV 109 212 AZ MK                                   0823926.0 |
 DF2004|---------------------------------------------------------------------|
 DF2004
 DF2004                          SUPERSEDED SURVEY CONTROL
 DF2004
 DF2004  NAD 83(1986)-  33 47 25.59580(N)    083 06 21.24093(W) AD(       ) 2
 DF2004  NAD 27      -  33 47 25.16109(N)    083 06 21.68340(W) AD(       ) 2
 DF2004  NGVD 29 (07/19/86)  225.     (m)          738.     (f) VERT ANG       
 DF2004
 DF2004.Superseded values are not recommended for survey control.
 DF2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2004.See file dsdata.txt to determine how the superseded data were derived.
 DF2004
 DF2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0503240914(NAD 83)
 DF2004_MARKER: DD = SURVEY DISK
 DF2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2004
 DF2004  HISTORY     - Date     Condition        Report By
 DF2004  HISTORY     - 1976     MONUMENTED       GADT
 DF2004
 DF2004                          STATION DESCRIPTION
 DF2004
 DF2004'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2004'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTHEAST OF
 DF2004'MAXEYS, 5-1/2 MILES SOUTH OF LEXINGTON, AND 12 MILES WEST OF
 DF2004'RAYLE ON THE PROPERTY OF MRS. N.H. SANDERS.
 DF2004'
 DF2004'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2004'ROUTE 10) AND STATE ROUTE 22, LOCATED APPROXIMATELY 1-1/2 MILES
 DF2004'SOUTHEAST OF LEXINGTON, GO SOUTH ALONG STATE ROUTE 22 FOR 3.7 MILES
 DF2004'TO THE JUNCTION OF COUNTY ROAD 91090 TO THE RIGHT.  TURN RIGHT,
 DF2004'GOING SOUTHWESTERLY ALONG COUNTY ROAD 91090 FOR 1.3 MILES TO THE
 DF2004'JUNCTION OF COUNTY ROAD 128 (DIRT) TO THE LEFT.  CONTINUE GOING
 DF2004'SOUTHWESTERLY ALONG COUNTY ROAD 91090 FOR 0.2 MILE TO THE
 DF2004'RESIDENCE OF MRS. N.H. SANDERS AND THE STATION ON THE RIGHT.
 DF2004'
 DF2004'THE STATION IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF
 DF2004'COUNTY ROAD 91090, 37.5 FEET WEST OF THE POINT OF INTERSECTION
 DF2004'OF THE CENTERLINES OF COUNTY ROAD 91090 AND A DRIVEWAY TO THE
 DF2004'SANDERS RESIDENCE, 133.0 FEET NORTHEAST OF A POWER POLE, 86.4
 DF2004'FEET SOUTH OF THE SOUTH CORNER OF THE SANDERS RESIDENCE, 67.5
 DF2004'FEET EAST-NORTHEAST OF A POWER POLE, 49.4 FEET SOUTH-SOUTHWEST
 DF2004'OF A 10 INCH OAK TREE, AND 2.5 FEET EAST SOUTHEAST OF A WITNESS
 DF2004'POST SET AT A FENCE CORNER POST.  IT IS A STANDARD BRASS
 DF2004'DISK STAMPED 109-212 1976, SET IN THE TOP OF A 10 INCH
 DF2004'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DF2004'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2004'STAMPED 109-212 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2004'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 DF2004'
 DF2004'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 128
 DF2004'AND COUNTY ROAD 91090, GO SOUTHEASTERLY ALONG COUNTY ROAD 128
 DF2004'FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 20 FEET
 DF2004'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 128, 26.0 FEET WEST
 DF2004'OF A POWER POLE, 56 FEET EAST OF THE POINT OF INTERSECTION OF THE
 DF2004'CENTERLINES OF COUNTY ROAD 128 AND A DIRT DRIVEWAY TO THE
 DF2004'SOUTHWEST, 37.0 FEET EAST-NORTHEAST OF A FENCE CORNER POST ON
 DF2004'THE SOUTHEAST SIDE OF THE DRIVEWAY, 58.3 FEET EAST OF A FENCE
 DF2004'CORNER AND NORTHERNMOST POST OF A METAL GATE ON THE NORTHWEST
 DF2004'SIDE OF THE DRIVEWAY, AND 1.3 FEET WEST-SOUTHWEST OF A
 DF2004'WITNESS POST SET AT A WOVEN WIRE FENCELINE.  IT IS A STANDARD
 DF2004'DISK STAMPED 109-212 1976 AZMK, SET IN THE TOP OF A 10
 DF2004'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2004'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2009 ***********************************************************************
 DF2009  DESIGNATION -  BV 109 213
 DF2009  PID         -  DF2009
 DF2009  STATE/COUNTY-  GA/OGLETHORPE
 DF2009  USGS QUAD   -  MAXEYS (1971)
 DF2009
 DF2009                         *CURRENT SURVEY CONTROL
 DF2009  ___________________________________________________________________
 DF2009* NAD 83(1994)-  33 46 31.56330(N)    083 10 35.14114(W)     ADJUSTED  
 DF2009* NAVD 88     -       235.     (meters)     771.     (feet)  VERTCON   
 DF2009  ___________________________________________________________________
 DF2009  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DF2009  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF2009
 DF2009  HORZ ORDER  -  SECOND
 DF2009
 DF2009.The horizontal coordinates were established by classical geodetic methods
 DF2009.and adjusted by the National Geodetic Survey in September 1997..
 DF2009
 DF2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2009
 DF2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2009
 DF2009.The geoid height was determined by GEOID03.
 DF2009
 DF2009;                    North         East     Units Scale Factor Converg.
 DF2009;SPC GA E     -   419,055.454   106,476.131   MT  1.00000779   -0 33 41.1
 DF2009;SPC GA E     - 1,374,851.10    349,330.44   sFT  1.00000779   -0 33 41.1
 DF2009;UTM  17      - 3,739,385.626   298,465.576   MT  1.00010073   -1 12 37.3
 DF2009
 DF2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2009!SPC GA E     -   0.99996761  x   1.00000779  =   0.99997540
 DF2009!UTM  17      -   0.99996761  x   1.00010073  =   1.00006834
 DF2009
 DF2009:                Primary Azimuth Mark                     Grid Az
 DF2009:SPC GA E     -  CUNNINGHAM                               009 37 08.4
 DF2009:UTM  17      -  CUNNINGHAM                               010 16 04.6
 DF2009
 DF2009|---------------------------------------------------------------------|
 DF2009| PID    Reference Object                     Distance      Geod. Az  |
 DF2009|                                                           dddmmss.s |
 DF2009| DF2005 CUNNINGHAM                          APPROX. 4.0 KM 0090327.3 |
 DF2009| DF3344 BV 109 213 AZ MK                                   2131156.9 |
 DF2009| DF2010 BV 109 213 GADT 1976 PTA             26.395 METERS 32223     |
 DF2009|---------------------------------------------------------------------|
 DF2009
 DF2009                          SUPERSEDED SURVEY CONTROL
 DF2009
 DF2009  NAD 83(1986)-  33 46 31.57015(N)    083 10 35.13995(W) AD(       ) 2
 DF2009  NAD 27      -  33 46 31.13905(N)    083 10 35.58184(W) AD(       ) 2
 DF2009  NGVD 29 (07/19/86)  235.     (m)          771.     (f) VERT ANG       
 DF2009
 DF2009.Superseded values are not recommended for survey control.
 DF2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2009.See file dsdata.txt to determine how the superseded data were derived.
 DF2009
 DF2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT9846639386(NAD 83)
 DF2009_MARKER: DD = SURVEY DISK
 DF2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2009
 DF2009  HISTORY     - Date     Condition        Report By
 DF2009  HISTORY     - 1976     MONUMENTED       GADT
 DF2009
 DF2009                          STATION DESCRIPTION
 DF2009
 DF2009'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2009'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH OF MAXEYS,
 DF2009'8-1/4 MILES NORTH-NORTHWEST OF WOODVILLE, AND 7-1/2 MILES NORTH OF
 DF2009'PENFIELD ON STATE RIGHT OF WAY.
 DF2009'
 DF2009'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON, PROCEED
 DF2009'WESTERLY ON U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.25 MILE TO THE
 DF2009'JUNCTION OF STATE ROUTE 77 TO THE LEFT.  TURN LEFT, GOING SOUTHERLY
 DF2009'ALONG STATE ROUTE 77 FOR 2.95 MILES TO THE JUNCTION OF COUNTY
 DF2009'ROAD 90743 REVERSE FORKING TO THE RIGHT.  CONTINUE GOING
 DF2009'SOUTHERLY ALONG STATE ROUTE 77 FOR 3.5 MILES TO THE JUNCTION OF
 DF2009'DIRT COUNTY ROAD 88 CROSSING.  CONTINUE GOING SOUTHERLY ALONG
 DF2009'STATE ROUTE 77 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD
 DF2009'91090 TO THE LEFT AT THE COMMUNITY OF STEPHENS.  CONTINUE
 DF2009'GOING SOUTH ALONG STATE ROUTE 77 FOR 1.7 MILES TO THE JUNCTION
 DF2009'OF DIRT COUNTY ROAD 87 TO THE RIGHT AND THE STATION ON THE
 DF2009'LEFT.
 DF2009'
 DF2009'THE STATION IS LOCATED 65 FEET EAST-SOUTHEAST OF THE CENTERLINE
 DF2009'OF STATE ROUTE 77, 126 FEET SOUTH-SOUTHWEST OF THE POINT OF
 DF2009'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 77 AND COUNTY ROAD
 DF2009'87, 151.0 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 DF2009'PEDESTAL, 26.0 FEET WEST-NORTHWEST OF THE WESTERNMOST RAIL OF THE
 DF2009'GEORGIA RAILWAY TRACK, AND 2.4 FEET WEST-NORTHWEST OF A WITNESS
 DF2009'POST.  IT IS A STANDARD BRASS DISK STAMPED 109-213 1976, SET IN
 DF2009'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2009'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2009'STANDARD DISK STAMPED 109-213 1976, SET IN AN IRREGULAR MASS
 DF2009'OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 DF2009'GROUND.
 DF2009'
 DF2009'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 77
 DF2009'AND COUNTY ROAD 87, CONTINUE GOING SOUTH ALONG STATE ROUTE 77 FOR
 DF2009'1.1 MILES TO THE MARK ON THE RIGHT.  IT IS LOCATED 36.5 FEET
 DF2009'WEST-NORTHWEST OF THE CENTERLINE OF STATE ROUTE 77, 116.0 FEET
 DF2009'WEST-NORTHWEST OF THE WESTERNMOST RAIL OF THE GEORGIA RAILWAY
 DF2009'TRACK, 35.5 FEET EAST OF AN 8 INCH PINE TREE, 218.0 FEET
 DF2009'SOUTHWEST OF A 22 INCH OAK TREE ON THE EAST SIDE OF THE HIGHWAY,
 DF2009'AND 2.0 FEET EAST-SOUTHEAST OF A WITNESS POST.  IT IS A
 DF2009'STANDARD DISK STAMPED 109-213 1976 AZMK, SET IN THE TOP OF A
 DF2009'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2009'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2006 ***********************************************************************
 DF2006  DESIGNATION -  BV 109 214
 DF2006  PID         -  DF2006
 DF2006  STATE/COUNTY-  GA/OGLETHORPE
 DF2006  USGS QUAD   -  MAXEYS (1971)
 DF2006
 DF2006                         *CURRENT SURVEY CONTROL
 DF2006  ___________________________________________________________________
 DF2006* NAD 83(1994)-  33 51 33.07927(N)    083 08 10.16949(W)     ADJUSTED  
 DF2006* NAVD 88     -       234.3    (meters)     769.     (feet)  VERTCON   
 DF2006  ___________________________________________________________________
 DF2006  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DF2006  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF2006
 DF2006  HORZ ORDER  -  SECOND
 DF2006
 DF2006.The horizontal coordinates were established by classical geodetic methods
 DF2006.and adjusted by the National Geodetic Survey in September 1997..
 DF2006
 DF2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2006
 DF2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2006
 DF2006.The geoid height was determined by GEOID03.
 DF2006
 DF2006;                    North         East     Units Scale Factor Converg.
 DF2006;SPC GA E     -   428,309.181   110,293.550   MT  0.99999917   -0 32 24.7
 DF2006;SPC GA E     - 1,405,211.04    361,854.76   sFT  0.99999917   -0 32 24.7
 DF2006;UTM  17      - 3,748,596.282   302,388.017   MT  1.00008142   -1 11 26.0
 DF2006
 DF2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2006!SPC GA E     -   0.99996773  x   0.99999917  =   0.99996690
 DF2006!UTM  17      -   0.99996773  x   1.00008142  =   1.00004915
 DF2006
 DF2006:                Primary Azimuth Mark                     Grid Az
 DF2006:SPC GA E     -  LEXINGTON MCCANNON WELL CO MST           035 06 29.8
 DF2006:UTM  17      -  LEXINGTON MCCANNON WELL CO MST           035 45 31.1
 DF2006
 DF2006|---------------------------------------------------------------------|
 DF2006| PID    Reference Object                     Distance      Geod. Az  |
 DF2006|                                                           dddmmss.s |
 DF2006| DF1990 LEXINGTON MCCANNON WELL CO MST      APPROX. 9.2 KM 0343405.1 |
 DF2006| DF3345 BV 109 214 AZ MK                                   0975123.5 |
 DF2006|---------------------------------------------------------------------|
 DF2006
 DF2006                          SUPERSEDED SURVEY CONTROL
 DF2006
 DF2006  NAD 83(1986)-  33 51 33.08617(N)    083 08 10.16838(W) AD(       ) 2
 DF2006  NAD 27      -  33 51 32.66541(N)    083 08 10.61957(W) AD(       ) 2
 DF2006  NGVD 29 (07/19/86)  234.4    (m)          769.     (f) VERT ANG       
 DF2006
 DF2006.Superseded values are not recommended for survey control.
 DF2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2006.See file dsdata.txt to determine how the superseded data were derived.
 DF2006
 DF2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT0238848596(NAD 83)
 DF2006_MARKER: DD = SURVEY DISK
 DF2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2006
 DF2006  HISTORY     - Date     Condition        Report By
 DF2006  HISTORY     - 1976     MONUMENTED       GADT
 DF2006
 DF2006                          STATION DESCRIPTION
 DF2006
 DF2006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2006'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST-SOUTHWEST
 DF2006'OF LEXINGTON, 2 MILES SOUTHEAST OF CRAWFORD, AND 7-1/2 MILES
 DF2006'NORTH-NORTHEAST OF MAXEYS ON THE PROPERTY OF W. T. CUNNINGHAM.
 DF2006'
 DF2006'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON, TRAVEL
 DF2006'NORTHWEST ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.25 MILE
 DF2006'TO THE JUNCTION OF STATE ROUTE 77 TO THE LEFT.  TURN LEFT,
 DF2006'TRAVELING SOUTHWEST ALONG STATE ROUTE 77 FOR 1.85 MILES TO THE
 DF2006'JUNCTION OF DIRT COUNTY ROAD 124 TO THE LEFT.  TURN LEFT, GOING
 DF2006'SOUTHEAST ALONG COUNTY ROAD 124 FOR 0.65 MILE TO THE STATION
 DF2006'ON THE RIGHT IN A FIELD.
 DF2006'
 DF2006'THE STATION IS LOCATED 106 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2006'COUNTY ROAD 124, 95.5 FEET SOUTHWEST OF A 5 INCH CEDAR TREE AT A
 DF2006'FENCELINE PARALLEL TO THE ROAD, 113 FEET WEST-SOUTHWEST OF THE
 DF2006'WESTERNMOST POST OF A WIRE GAP IN THE FENCELINE, 270.5 FEET
 DF2006'NORTH-NORTHEAST OF THE 6 INCH ONE OF 6 AND 8 INCH TWIN CEDAR
 DF2006'TREES, 105.5 FEET SOUTH OF THE NORTHERNMOST PULL POST OF A SINGLE
 DF2006'BRACE IN THE FENCELINE, AND 2.7 FEET SOUTH-SOUTHWEST OF A
 DF2006'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 109-214
 DF2006'1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF2006'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF2006'STATION IS A STANDARD DISK STAMPED 109-214 1976, SET IN AN
 DF2006'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.68 METER BELOW
 DF2006'THE SURFACE OF THE GROUND.
 DF2006'
 DF2006'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2006'SOUTHEAST ALONG COUNTY ROAD 124 FOR 0.15 MILE TO THE MARK ON THE
 DF2006'RIGHT IN THE EASTERN EDGE OF A FIELD.  IT IS LOCATED 69 FEET
 DF2006'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 39.5 FEET
 DF2006'SOUTH-SOUTHWEST OF A FENCE CORNER, 45.0 FEET SOUTHWEST OF A POWER
 DF2006'POLE, 15 FEET NORTHWEST OF A LONE 7 INCH PINE TREE IN THE FIELD,
 DF2006'98.0 FEET SOUTH OF A 45 INCH OAK TREE ON THE NORTH SIDE OF THE
 DF2006'ROAD, AND 2 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 DF2006'BRASS DISK STAMPED 109-214 1976 AZMK, SET IN THE TOP OF A 10
 DF2006'INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF
 DF2006'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2001 ***********************************************************************
 DF2001  DESIGNATION -  BV 109 215
 DF2001  PID         -  DF2001
 DF2001  STATE/COUNTY-  GA/OGLETHORPE
 DF2001  USGS QUAD   -  LEXINGTON (1981)
 DF2001
 DF2001                         *CURRENT SURVEY CONTROL
 DF2001  ___________________________________________________________________
 DF2001* NAD 83(1994)-  33 50 08.51210(N)    083 02 42.02801(W)     ADJUSTED  
 DF2001* NAVD 88     -       200.     (meters)     656.     (feet)  VERTCON   
 DF2001  ___________________________________________________________________
 DF2001  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DF2001  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF2001
 DF2001  HORZ ORDER  -  SECOND
 DF2001
 DF2001.The horizontal coordinates were established by classical geodetic methods
 DF2001.and adjusted by the National Geodetic Survey in September 1997..
 DF2001
 DF2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2001
 DF2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2001
 DF2001.The geoid height was determined by GEOID03.
 DF2001
 DF2001;                    North         East     Units Scale Factor Converg.
 DF2001;SPC GA E     -   425,627.941   118,705.659   MT  0.99998145   -0 29 20.8
 DF2001;SPC GA E     - 1,396,414.34    389,453.48   sFT  0.99998145   -0 29 20.8
 DF2001;UTM  17      - 3,745,819.565   310,769.756   MT  1.00004145   -1 08 20.5
 DF2001
 DF2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2001!SPC GA E     -   0.99997314  x   0.99998145  =   0.99995459
 DF2001!UTM  17      -   0.99997314  x   1.00004145  =   1.00001459
 DF2001
 DF2001|---------------------------------------------------------------------|
 DF2001| PID    Reference Object                     Distance      Geod. Az  |
 DF2001|                                                           dddmmss.s |
 DF2001| DF2000 BV 109 215 GADT 1976 PTA             29.333 METERS 02124     |
 DF2001| DF3346 BV 109 215 AZ MK                                   0464630.9 |
 DF2001|---------------------------------------------------------------------|
 DF2001
 DF2001                          SUPERSEDED SURVEY CONTROL
 DF2001
 DF2001  NAD 83(1986)-  33 50 08.51880(N)    083 02 42.02677(W) AD(       ) 2
 DF2001  NAD 27      -  33 50 08.08721(N)    083 02 42.47503(W) AD(       ) 2
 DF2001  NGVD 29 (07/19/86)  200.     (m)          656.     (f) VERT ANG       
 DF2001
 DF2001.Superseded values are not recommended for survey control.
 DF2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2001.See file dsdata.txt to determine how the superseded data were derived.
 DF2001
 DF2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1077045820(NAD 83)
 DF2001_MARKER: DD = SURVEY DISK
 DF2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2001
 DF2001  HISTORY     - Date     Condition        Report By
 DF2001  HISTORY     - 1976     MONUMENTED       GADT
 DF2001
 DF2001                          STATION DESCRIPTION
 DF2001
 DF2001'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2001'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 DF2001'LEXINGTON, 8-3/4 MILES WEST-NORTHWEST OF RAYLE, AND 9-1/4 MILES
 DF2001'NORTHEAST OF MAXEYS ON COUNTY RIGHT OF WAY.
 DF2001'
 DF2001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2001'ROUTE 10) AND STATE ROUTE 22, LOCATED APPROXIMATELY 1-1/2 MILES
 DF2001'SOUTHEAST OF LEXINGTON, TRAVEL SOUTHEASTERLY ALONG U.S. HIGHWAY 78
 DF2001'FOR 1.0 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 278 TO THE
 DF2001'LEFT.  CONTINUE TRAVELING SOUTHEASTERLY ALONG U.S. HIGHWAY 78 FOR
 DF2001'2.1 MILES TO THE JUNCTION OF COUNTY ROAD 152 (PAVED TO THE LEFT,
 DF2001'UNPAVED TO THE RIGHT) CROSSING.  TURN LEFT, GOING
 DF2001'NORTH-NORTHEASTERLY ALONG COUNTY ROAD 152 FOR 0.3 MILE TO THE
 DF2001'STATION ON THE RIGHT.
 DF2001'
 DF2001'THE STATION IS LOCATED 33 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2001'THE ROAD, 3.4 FEET SOUTHEAST OF A WITNESS POST, 60 FEET SOUTH OF
 DF2001'THE INTERSECTION OF THE CENTERLINES OF A DIRT DRIVEWAY TO THE
 DF2001'NORTHEAST AND THE ROAD, 139.4 FEET EAST-SOUTHEAST OF A POWER POLE
 DF2001'ON THE NORTHWEST SIDE OF THE ROAD, 205.5 FEET SOUTHWEST OF AN
 DF2001'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 230.3 FEET
 DF2001'SOUTH-SOUTHWEST OF ANOTHER POWER POLE ON THE NORTHEAST SIDE OF THE
 DF2001'ROAD.  IT IS A STANDARD BRASS DISK STAMPED 109-215 1976, SET IN
 DF2001'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES
 DF2001'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF2001'STANDARD DISK STAMPED 109-215 1976, SET IN AN IRREGULAR MASS
 DF2001'OF CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE
 DF2001'GROUND.
 DF2001'
 DF2001'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF2001'NORTHEASTERLY ALONG COUNTY ROAD 152 FOR 0.35 MILE TO THE MARK ON
 DF2001'THE RIGHT.  IT IS LOCATED 29 FEET SOUTH-SOUTHEAST OF THE
 DF2001'CENTERLINE OF THE ROAD, 12.0 FEET NORTHWEST OF A WITNESS POST
 DF2001'SET AT A FENCELINE, 21.5 FEET WEST-SOUTHWEST OF A 12 INCH PINE
 DF2001'TREE SOUTHEAST OF THE FENCELINE, 14.6 FEET NORTHEAST OF THE
 DF2001'SOUTHEAST END OF A 30 INCH CULVERT PIPE UNDER THE ROAD, AND 71
 DF2001'FEET NORTH-NORTHEAST OF A 12 INCH CEDAR TREE.  IT IS A
 DF2001'STANDARD DISK STAMPED 109-215 1976 AZMK, SET IN THE TOP OF A
 DF2001'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2001'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1968 ***********************************************************************
 DF1968  DESIGNATION -  BV 109 216
 DF1968  PID         -  DF1968
 DF1968  STATE/COUNTY-  GA/OGLETHORPE
 DF1968  USGS QUAD   -  RAYLE (1971)
 DF1968
 DF1968                         *CURRENT SURVEY CONTROL
 DF1968  ___________________________________________________________________
 DF1968* NAD 83(1994)-  33 51 30.68642(N)    082 59 24.00701(W)     ADJUSTED  
 DF1968* NAVD 88     -       153.     (meters)     502.     (feet)  VERTCON   
 DF1968  ___________________________________________________________________
 DF1968  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DF1968  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DF1968
 DF1968  HORZ ORDER  -  SECOND
 DF1968
 DF1968.The horizontal coordinates were established by classical geodetic methods
 DF1968.and adjusted by the National Geodetic Survey in September 1997..
 DF1968
 DF1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1968
 DF1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1968
 DF1968.The geoid height was determined by GEOID03.
 DF1968
 DF1968;                    North         East     Units Scale Factor Converg.
 DF1968;SPC GA E     -   428,117.561   123,817.094   MT  0.99997152   -0 27 31.5
 DF1968;SPC GA E     - 1,404,582.36    406,223.25   sFT  0.99997152   -0 27 31.5
 DF1968;UTM  17      - 3,748,251.159   315,909.383   MT  1.00001779   -1 06 32.5
 DF1968
 DF1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1968!SPC GA E     -   0.99998053  x   0.99997152  =   0.99995205
 DF1968!UTM  17      -   0.99998053  x   1.00001779  =   0.99999832
 DF1968
 DF1968:                Primary Azimuth Mark                     Grid Az
 DF1968:SPC GA E     -  BV 109 216 AZ MK                         265 53 00.5
 DF1968:UTM  17      -  BV 109 216 AZ MK                         266 32 01.5
 DF1968
 DF1968|---------------------------------------------------------------------|
 DF1968| PID    Reference Object                     Distance      Geod. Az  |
 DF1968|                                                           dddmmss.s |
 DF1968| DF2909 BV 109 216 AZ MK                                   2652529.0 |
 DF1968| DF1969 BV 109 216 GADT 1976 PTA             28.910 METERS 30137     |
 DF1968| DF1981 CALD                                APPROX. 2.2 KM 3401449.4 |
 DF1968|---------------------------------------------------------------------|
 DF1968
 DF1968                          SUPERSEDED SURVEY CONTROL
 DF1968
 DF1968  NAD 83(1986)-  33 51 30.69354(N)    082 59 24.00581(W) AD(       ) 2
 DF1968  NAD 27      -  33 51 30.27591(N)    082 59 24.47084(W) AD(       ) 2
 DF1968  NGVD 29 (07/19/86)  153.     (m)          502.     (f) VERT ANG       
 DF1968
 DF1968.Superseded values are not recommended for survey control.
 DF1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1968.See file dsdata.txt to determine how the superseded data were derived.
 DF1968
 DF1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1590948251(NAD 83)
 DF1968_MARKER: DD = SURVEY DISK
 DF1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1968
 DF1968  HISTORY     - Date     Condition        Report By
 DF1968  HISTORY     - 1976     MONUMENTED       GADT
 DF1968
 DF1968                          STATION DESCRIPTION
 DF1968
 DF1968'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1968'THE STATION IS LOCATED APPROXIMATELY 7 MILES NORTHWEST OF RAYLE,
 DF1968'7-1/4 MILES EAST OF LEXINGTON, AND 7-1/2 MILES SOUTH-SOUTHWEST OF
 DF1968'VESTA ON COUNTY RIGHT OF WAY.
 DF1968'
 DF1968'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1968'ROUTE 10) AND STATE ROUTE 22 LOCATED APPROXIMATELY 1-1/2 MILES
 DF1968'SOUTHEAST OF LEXINGTON, GO SOUTHEASTERLY ALONG U.S. HIGHWAY 78
 DF1968'FOR 3.1 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 152 TO THE
 DF1968'LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD 152 FOR
 DF1968'3.5 MILES TO THE JUNCTION OF COUNTY ROAD 153 TO THE RIGHT.
 DF1968'CONTINUE GOING NORTHEASTERLY ALONG COUNTY ROAD 152 FOR 0.35 MILE TO
 DF1968'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING EASTERLY ALONG
 DF1968'COUNTY ROAD 152 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DF1968'
 DF1968'THE STATION IS LOCATED 42 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1968'OF THE ROAD, 85.5 FEET EAST OF A POWER POLE, 305.0 FEET WEST OF
 DF1968'A POWER POLE, AND 5.0 FEET NORTH OF A WITNESS POST.  IT IS A
 DF1968'STANDARD BRASS DISK STAMPED 109-216 1976, SET IN THE TOP OF A
 DF1968'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1968'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1968'109-216 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1968'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF1968'
 DF1968'THE AZIMUTH MARK IS LOCATED 31 FEET NORTH-NORTHWEST OF THE
 DF1968'CENTERLINE OF COUNTY ROAD 152, 337.3 FEET EAST-NORTHEAST OF A
 DF1968'POWER POLE, 34.0 FEET WEST-SOUTHWEST OF A POWER POLE, AND 3.6
 DF1968'FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1968'STAMPED 109-216 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1968'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2023 ***********************************************************************
 DF2023  DESIGNATION -  BV 109 217
 DF2023  PID         -  DF2023
 DF2023  STATE/COUNTY-  GA/OGLETHORPE
 DF2023  USGS QUAD   -  WOODVILLE (1981)
 DF2023
 DF2023                         *CURRENT SURVEY CONTROL
 DF2023  ___________________________________________________________________
 DF2023* NAD 83(1994)-  33 43 23.01847(N)    083 02 35.14120(W)     ADJUSTED  
 DF2023* NAVD 88     -       191.     (meters)     627.     (feet)  VERTCON   
 DF2023  ___________________________________________________________________
 DF2023  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DF2023  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF2023
 DF2023  HORZ ORDER  -  SECOND
 DF2023
 DF2023.The horizontal coordinates were established by classical geodetic methods
 DF2023.and adjusted by the National Geodetic Survey in September 1997..
 DF2023
 DF2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2023
 DF2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2023
 DF2023.The geoid height was determined by GEOID03.
 DF2023
 DF2023;                    North         East     Units Scale Factor Converg.
 DF2023;SPC GA E     -   413,133.588   118,776.463   MT  0.99998131   -0 29 11.8
 DF2023;SPC GA E     - 1,355,422.45    389,685.78   sFT  0.99998131   -0 29 11.8
 DF2023;UTM  17      - 3,733,324.459   310,699.034   MT  1.00004179   -1 08 04.6
 DF2023
 DF2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2023!SPC GA E     -   0.99997451  x   0.99998131  =   0.99995582
 DF2023!UTM  17      -   0.99997451  x   1.00004179  =   1.00001630
 DF2023
 DF2023:                Primary Azimuth Mark                     Grid Az
 DF2023:SPC GA E     -  WOODVILLE DIXIE PIPELINE MAST            211 09 10.0
 DF2023:UTM  17      -  WOODVILLE DIXIE PIPELINE MAST            211 48 02.8
 DF2023
 DF2023|---------------------------------------------------------------------|
 DF2023| PID    Reference Object                     Distance      Geod. Az  |
 DF2023|                                                           dddmmss.s |
 DF2023| DF2032 WOODVILLE DIXIE PIPELINE MAST       APPROX. 9.9 KM 2103958.2 |
 DF2023| DF3347 BV 109 217 AZ MK                                   2162958.0 |
 DF2023| DF2024 BV 109 217 GADT 1976 PTA             29.343 METERS 22257     |
 DF2023|---------------------------------------------------------------------|
 DF2023
 DF2023                          SUPERSEDED SURVEY CONTROL
 DF2023
 DF2023  NAD 83(1986)-  33 43 23.02473(N)    083 02 35.13970(W) AD(       ) 2
 DF2023  NAD 27      -  33 43 22.57860(N)    083 02 35.59375(W) AD(       ) 2
 DF2023  NGVD 29 (07/19/86)  191.     (m)          627.     (f) VERT ANG       
 DF2023
 DF2023.Superseded values are not recommended for survey control.
 DF2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2023.See file dsdata.txt to determine how the superseded data were derived.
 DF2023
 DF2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1069933324(NAD 83)
 DF2023_MARKER: DD = SURVEY DISK
 DF2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2023
 DF2023  HISTORY     - Date     Condition        Report By
 DF2023  HISTORY     - 1976     MONUMENTED       GADT
 DF2023
 DF2023                          STATION DESCRIPTION
 DF2023
 DF2023'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2023'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST OF PHILOMATH,
 DF2023'5-1/2 MILES NORTHEAST OF WOODVILLE, AND 9-1/2 MILES WEST-
 DF2023'SOUTHWEST OF RAYLE ON THE PROPERTY OF CONTINENTAL CAN COMPANY.
 DF2023'
 DF2023'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 77 AND
 DF2023'EAST PEACHTREE AVENUE (COUNTY ROAD 91451) IN WOODVILLE, GO EAST
 DF2023'ALONG EAST PEACHTREE AVENUE FOR 1.65 MILES TO THE JUNCTION OF
 DF2023'PAVED COUNTY ROAD 127 TO THE RIGHT AND END OF PAVEMENT OF
 DF2023'COUNTY ROAD 91451.  CONTINUE GOING NORTHEASTERLY ALONG UNPAVED
 DF2023'COUNTY ROAD 91451 FOR 1.3 MILE TO THE JUNCTION OF COUNTY ROAD
 DF2023'139 TO THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 DF2023'91451 FOR 1.65 MILES TO THE JUNCTION OF COUNTY ROAD 138
 DF2023'FORKING TO THE RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY
 DF2023'ROAD 91451 FOR 0.45 MILE TO A BRIDGE OVER LITTLE RIVER
 DF2023'(GREENE-OGLETHORPE COUNTY LINE).  CONTINUE GOING NORTHEAST
 DF2023'ALONG COUNTY ROAD 91451 FOR 0.65 MILE TO THE AZIMUTH MARK ON
 DF2023'THE RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 91451
 DF2023'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF2023'
 DF2023'THE STATION IS LOCATED 24 FEET NORTHWEST OF THE CENTERLINE OF
 DF2023'COUNTY ROAD 91451, 37 FEET NORTH-NORTHWEST OF THE POINT OF
 DF2023'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 91451 AND A TRACK
 DF2023'WOODS ROAD TO THE EAST, 25.0 FEET NORTHEAST OF A TRIPLE FORKED
 DF2023'PINE TREE WITH A 10 INCH BASE, 112.0 FEET NORTHEAST OF AN 8
 DF2023'INCH IRREGULAR CURVED PINE WITH A WHITE PAINTED BAND, AND 3.0
 DF2023'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF2023'STAMPED---109-217 1976---, SET IN THE TOP OF A 10 INCH
 DF2023'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2023'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2023'STAMPED---109-217 1976---, SET IN AN IRREGULAR MASS OF
 DF2023'CONCRETE ABOUT 0.97 METER BELOW THE SURFACE OF THE GROUND.
 DF2023'
 DF2023'THE AZIMUTH MARK IS LOCATED 22 FEET SOUTHEAST OF THE CENTERLINE
 DF2023'OF COUNTY ROAD 91451, 106 FEET SOUTH-SOUTHWEST OF THE POINT OF
 DF2023'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 91451 AND COUNTY
 DF2023'ROAD 134 TO THE NORTHWEST, 50.0 FEET SOUTH-SOUTHEAST OF AN 8
 DF2023'INCH S SHAPED PINE TREE ON THE OPPOSITE SIDE OF COUNTY ROAD
 DF2023'91451, AND 2.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 DF2023'STANDARD DISK STAMPED---109-217 1976 AZMK---, SET IN THE TOP
 DF2023'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE
 DF2023'SURFACE OF THE GROUND.
 DF2023'
 DF2023'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1796 ***********************************************************************
 EE1796  DESIGNATION -  BV 110 200
 EE1796  PID         -  EE1796
 EE1796  STATE/COUNTY-  GA/PAULDING
 EE1796  USGS QUAD   -  BURNT HICKORY RIDGE (1981)
 EE1796
 EE1796                         *CURRENT SURVEY CONTROL
 EE1796  ___________________________________________________________________
 EE1796* NAD 83(1994)-  34 01 13.27272(N)    084 51 33.25190(W)     ADJUSTED  
 EE1796* NAVD 88     -       338.5    (meters)    1111.     (feet)  VERTCON   
 EE1796  ___________________________________________________________________
 EE1796  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EE1796  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 EE1796
 EE1796  HORZ ORDER  -  SECOND
 EE1796
 EE1796.The horizontal coordinates were established by classical geodetic methods
 EE1796.and adjusted by the National Geodetic Survey in September 1997..
 EE1796
 EE1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1796
 EE1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1796
 EE1796.The geoid height was determined by GEOID03.
 EE1796
 EE1796;                    North         East     Units Scale Factor Converg.
 EE1796;SPC GA W     -   445,977.419   636,038.145   MT  0.99995042   -0 23 15.0
 EE1796;SPC GA W     - 1,463,177.58  2,086,735.15   sFT  0.99995042   -0 23 15.0
 EE1796;UTM  16      - 3,766,479.345   697,665.030   MT  1.00008166   +1 11 53.2
 EE1796
 EE1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1796!SPC GA W     -   0.99995146  x   0.99995042  =   0.99990188
 EE1796!UTM  16      -   0.99995146  x   1.00008166  =   1.00003311
 EE1796
 EE1796:                Primary Azimuth Mark                     Grid Az
 EE1796:SPC GA W     -  BV 110 200 AZ MK                         047 03 03.2
 EE1796:UTM  16      -  BV 110 200 AZ MK                         045 27 55.0
 EE1796
 EE1796|---------------------------------------------------------------------|
 EE1796| PID    Reference Object                     Distance      Geod. Az  |
 EE1796|                                                           dddmmss.s |
 EE1796| CZ4443 BV 110 200 AZ MK                                   0463948.2 |
 EE1796|---------------------------------------------------------------------|
 EE1796
 EE1796                          SUPERSEDED SURVEY CONTROL
 EE1796
 EE1796  NAD 83(1994)-  34 01 13.27725(N)    084 51 33.25322(W) AD(       ) 2
 EE1796  NAD 83(1986)-  34 01 13.27805(N)    084 51 33.25177(W) AD(       ) 2
 EE1796  NAD 27      -  34 01 12.91443(N)    084 51 33.46619(W) AD(       ) 2
 EE1796  NGVD 29 (07/19/86)  338.4    (m)         1110.     (f) VERT ANG       
 EE1796
 EE1796.Superseded values are not recommended for survey control.
 EE1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1796.See file dsdata.txt to determine how the superseded data were derived.
 EE1796
 EE1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9766566479(NAD 83)
 EE1796_MARKER: DD = SURVEY DISK
 EE1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1796
 EE1796  HISTORY     - Date     Condition        Report By
 EE1796  HISTORY     - 1973     MONUMENTED       GADT
 EE1796
 EE1796                          STATION DESCRIPTION
 EE1796
 EE1796'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1796'THE STATION IS LOCATED AIRLINE ABOUT 6.8 MILES NORTH-NORTHWEST
 EE1796'OF DALLAS, GEORGIA, AND 11.0 MILES EAST-NORTHEAST OF ROCKMART,
 EE1796'GEORGIA ON THE PROPERTY OF MR. CARRUTH.
 EE1796'
 EE1796'TO REACH FROM CARTERSVILLE, GEORGIA, PROCEED WEST ON STATE
 EE1796'ROUTE 61 FOR 4.35 MILES TO THE INTERSECTION OF STATE ROUTE 61 AND
 EE1796'STATE ROUTE 113.  TURN LEFT AND PROCEED SOUTH ON STATE ROUTE 61
 EE1796'FOR 8.8 MILES TO THE DRIVE OF MR. CARRUTH ON THE RIGHT.  TURN
 EE1796'RIGHT AND PROCEED WEST ON THE DRIVE 0.05 MILE TO A FORK.  TAKE
 EE1796'THE LEFT FORK AND PROCEED SOUTH FOR 0.20 MILE TO THE STATION IN
 EE1796'THE PASTURE ON THE HIGHEST POINT IN THE PASTURE.
 EE1796'
 EE1796'THE STATION IS LOCATED ON THE WEST SIDE OF STATE ROUTE 61, 288.1
 EE1796'FEET SOUTHWEST OF AN 18 INCH TWIN POPULAR, 311.5 FEET SOUTH OF A
 EE1796'12 INCH POPULAR, AND 2.4 FEET EAST OF A WITNESS POST.
 EE1796'
 EE1796'THE STATION IS A STANDARD DISK STAMPED 110-200 AND SET IN A 10
 EE1796'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE1796'UNDERGROUND MARK WAS SET 0.84 METERS BELOW THE STATION IN AN
 EE1796'IRREGULAR MASS OF CONCRETE.  THE UNDERGROUND MARK IS STAMPED
 EE1796'110-200.
 EE1796'
 EE1796'TO REACH THE AZIMUTH MARK FROM THE DRIVE OF THE CARRUTH
 EE1796'RESIDENCE, GO NORTH ON STATE ROUTE 61 0.40 MILE TO COUNTY ROAD
 EE1796'92.  TURN RIGHT AND GO EAST ON COUNTY ROAD 0.01 MILE TO THE
 EE1796'MARK.  THE MARK IS LOCATED 60.6 FEET EAST OF THE CENTERLINE OF
 EE1796'STATE ROUTE 61 AND 15.3 FEET SOUTHWEST OF THE CENTERLINE OF
 EE1796'COUNTY ROAD 92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1803 ***********************************************************************
 EE1803  DESIGNATION -  BV 110 201
 EE1803  PID         -  EE1803
 EE1803  STATE/COUNTY-  GA/PAULDING
 EE1803  USGS QUAD   -  TAYLORSVILLE (1981)
 EE1803
 EE1803                         *CURRENT SURVEY CONTROL
 EE1803  ___________________________________________________________________
 EE1803* NAD 83(1994)-  34 00 07.24744(N)    084 55 21.88078(W)     ADJUSTED  
 EE1803* NAVD 88     -       343.0    (meters)    1125.     (feet)  VERTCON   
 EE1803  ___________________________________________________________________
 EE1803  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EE1803  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE1803
 EE1803  HORZ ORDER  -  SECOND
 EE1803
 EE1803.The horizontal coordinates were established by classical geodetic methods
 EE1803.and adjusted by the National Geodetic Survey in September 1997..
 EE1803
 EE1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1803
 EE1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1803
 EE1803.The geoid height was determined by GEOID03.
 EE1803
 EE1803;                    North         East     Units Scale Factor Converg.
 EE1803;SPC GA W     -   443,984.684   630,157.763   MT  0.99996011   -0 25 22.2
 EE1803;SPC GA W     - 1,456,639.75  2,067,442.59   sFT  0.99996011   -0 25 22.2
 EE1803;UTM  16      - 3,764,324.456   691,841.371   MT  1.00005370   +1 09 43.2
 EE1803
 EE1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1803!SPC GA W     -   0.99995074  x   0.99996011  =   0.99991085
 EE1803!UTM  16      -   0.99995074  x   1.00005370  =   1.00000444
 EE1803
 EE1803:                Primary Azimuth Mark                     Grid Az
 EE1803:SPC GA W     -  BV 110 201 AZ MK                         094 56 18.6
 EE1803:UTM  16      -  BV 110 201 AZ MK                         093 21 13.2
 EE1803
 EE1803|---------------------------------------------------------------------|
 EE1803| PID    Reference Object                     Distance      Geod. Az  |
 EE1803|                                                           dddmmss.s |
 EE1803| CZ4444 BV 110 201 AZ MK                                   0943056.4 |
 EE1803|---------------------------------------------------------------------|
 EE1803
 EE1803                          SUPERSEDED SURVEY CONTROL
 EE1803
 EE1803  NAD 83(1994)-  34 00 07.25162(N)    084 55 21.88214(W) AD(       ) 2
 EE1803  NAD 83(1986)-  34 00 07.25261(N)    084 55 21.88041(W) AD(       ) 2
 EE1803  NAD 27      -  34 00 06.88595(N)    084 55 22.08892(W) AD(       ) 2
 EE1803  NGVD 29 (07/19/86)  342.9    (m)         1125.     (f) VERT ANG       
 EE1803
 EE1803.Superseded values are not recommended for survey control.
 EE1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1803.See file dsdata.txt to determine how the superseded data were derived.
 EE1803
 EE1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9184164324(NAD 83)
 EE1803_MARKER: DD = SURVEY DISK
 EE1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1803
 EE1803  HISTORY     - Date     Condition        Report By
 EE1803  HISTORY     - 1972     MONUMENTED       GADT
 EE1803
 EE1803                          STATION DESCRIPTION
 EE1803
 EE1803'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1803'THE STATION IS LOCATED AIRLINE ABOUT 7.4 MILES EAST OF ROCKMART,
 EE1803'GEORGIA, 8.3 MILES SOUTHEAST OF ARAGON, GEORGIA, AND 6.6 MILES
 EE1803'NORTH-NORTHEAST OF THE INTERSECTION OF STATE ROUTE 101 AND
 EE1803'U.S. 278 AND STATE ROUTE 6.
 EE1803'
 EE1803'TO REACH FROM THE INTERSECTION OF STATE ROUTE 113 AND STATE
 EE1803'ROUTE 61 3.8 MILES WEST OF CARTERSVILLE, PROCEED SOUTH ON STATE
 EE1803'ROUTE 61 FOR 9.18 MILES TO BRASSWELL MTN ROAD.  TURN RIGHT AND
 EE1803'PROCEED WEST ON BRASSWELL MTN ROAD FOR 4.10 MILES TO A SAWMILL
 EE1803'ROAD.  TURN LEFT AND PROCEED SOUTH ON THE SAWMILL ROAD FOR 0.05
 EE1803'MILES TO THE STATION IN THE EDGE OF THE FIELD.
 EE1803'
 EE1803'THE STATION IS LOCATED 3.3 FEET NORTH OF A WITNESS POST, 83.5
 EE1803'FEET SOUTH OF A 6 INCH OAK, 104.0 FEET WEST OF A 8 INCH PINE,
 EE1803'84.5 FEET SOUTH OF A CONCRETE FIRETOWER FOOTING, AND 84.7 FEET
 EE1803'SOUTHWEST OF A CONCRETE FIRETOWER FOOTING.
 EE1803'
 EE1803'THE STATION IS A STANDARD DISK STAMPED 110-201 AND SET IN A 10
 EE1803'INCH CYLINDRICAL CONCRETE POST.  AN UNDERGROUND MARK WAS SET
 EE1803'APPROXIMATELY 0.85 METERS BELOW THE STATION.  THE UNDERGROUND
 EE1803'MARK IS STAMPED 110-201.
 EE1803'
 EE1803'THE AZIMUTH MARK IS LOCATED 0.50 MILES EAST OF THE STATION ON
 EE1803'THE SOUTH SIDE OF BRASSWELL MTN ROAD.  THE MARK IS LOCATED 47.9
 EE1803'FEET WEST OF THE INTERSECTION OF THE CENTERLINES OF A COUNTY ROAD
 EE1803'AND BRASSWELL MTN. ROAD, 23.5 FEET SOUTH OF THE CENTERLINE OF
 EE1803'BRASSWELL MTN ROAD, AND 64.0 FEET EAST OF A POWER POLE.  IT IS
 EE1803'A STANDARD DISK STAMPED AZI SET IN THE TOP OF A 10 INCH
 EE1803'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3348 ***********************************************************************
 DG3348  DESIGNATION -  BV 110 203 GAHD 1973
 DG3348  PID         -  DG3348
 DG3348  STATE/COUNTY-  GA/PAULDING
 DG3348  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3348
 DG3348                         *CURRENT SURVEY CONTROL
 DG3348  ___________________________________________________________________
 DG3348* NAD 83(1994)-  33 55 35.82250(N)    085 01 43.49997(W)     ADJUSTED  
 DG3348* NAVD 88     -       393.8    (meters)    1292.     (feet)  VERTCON   
 DG3348  ___________________________________________________________________
 DG3348  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DG3348  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3348
 DG3348  HORZ ORDER  -  SECOND
 DG3348
 DG3348.The horizontal coordinates were established by classical geodetic methods
 DG3348.and adjusted by the National Geodetic Survey in September 1997..
 DG3348
 DG3348.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3348
 DG3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3348
 DG3348.The geoid height was determined by GEOID03.
 DG3348
 DG3348;                    North         East     Units Scale Factor Converg.
 DG3348;SPC GA W     -   435,699.461   620,295.024   MT  0.99997829   -0 28 52.2
 DG3348;SPC GA W     - 1,429,457.31  2,035,084.59   sFT  0.99997829   -0 28 52.2
 DG3348;UTM  16      - 3,755,769.358   682,210.715   MT  1.00000930   +1 06 01.9
 DG3348
 DG3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3348!SPC GA W     -   0.99994274  x   0.99997829  =   0.99992103
 DG3348!UTM  16      -   0.99994274  x   1.00000930  =   0.99995204
 DG3348
 DG3348:                Primary Azimuth Mark                     Grid Az
 DG3348:SPC GA W     -  BV 110 204 GAHD 1973                     090 42 22.4
 DG3348:UTM  16      -  BV 110 204 GAHD 1973                     089 07 28.3
 DG3348
 DG3348|---------------------------------------------------------------------|
 DG3348| PID    Reference Object                     Distance      Geod. Az  |
 DG3348|                                                           dddmmss.s |
 DG3348| DG3336 BV 110 204 GAHD 1973                APPROX. 2.9 KM 0901330.2 |
 DG3348|---------------------------------------------------------------------|
 DG3348
 DG3348                          SUPERSEDED SURVEY CONTROL
 DG3348
 DG3348  NAD 83(1994)-  33 55 35.82609(N)    085 01 43.50111(W) AD(       ) 2
 DG3348  NAD 83(1986)-  33 55 35.82742(N)    085 01 43.49885(W) AD(       ) 2
 DG3348  NAD 27      -  33 55 35.45440(N)    085 01 43.69607(W) AD(       ) 2
 DG3348  NGVD 29 (07/19/86)  393.7    (m)         1292.     (f) VERT ANG       
 DG3348
 DG3348.Superseded values are not recommended for survey control.
 DG3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3348.See file dsdata.txt to determine how the superseded data were derived.
 DG3348
 DG3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8221155769(NAD 83)
 DG3348_MARKER: DD = SURVEY DISK
 DG3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3348+STABILITY: SURFACE MOTION
 DG3348
 DG3348  HISTORY     - Date     Condition        Report By
 DG3348  HISTORY     - 1973     MONUMENTED       GADT
 DG3348
 DG3348                          STATION DESCRIPTION
 DG3348
 DG3348'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3348'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHEAST OF
 DG3348'ROCKMART, 10.8 MILES WEST OF DALLAS, AND 6.6 MILES NORTH-NORTHWEST
 DG3348'OF THE INTERSECTION OF STATE ROUTE 101 AND STATE ROUTE 120.
 DG3348'
 DG3348'TO REACH FROM DALLAS, GO ON U.S. 278 FOR 10.05 MILES TO COUNTY
 DG3348'ROAD 142 ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 142
 DG3348'FOR 0.71 MILES TO THE STATION ON THE NORTH SIDE OF THE COUNTY ROAD.
 DG3348'
 DG3348'THE STATION IS A STANDARD DISK STAMPED 110-203 AND SET IN A
 DG3348'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3348'UNDERGROUND MARK HAS BEEN SET 0.80 METERS BELOW THE STATION IN AN
 DG3348'IRREGULAR MASS OF CONCRETE.  THE UNDERGROUND MARK WAS ALSO
 DG3348'STAMPED 110-203.
 DG3348'
 DG3348'THE STATION IS LOCATED ON THE NORTH SIDE OF COUNTY ROAD 142,
 DG3348'159.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE,
 DG3348'3.4 FEET SOUTH OF THE WITNESS POST, AND 11.8 FEET NORTH OF THE
 DG3348'CENTERLINE OF COUNTY ROAD 142.
 DG3348'
 DG3348'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 DG3348'110 204 (GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3336 ***********************************************************************
 DG3336  DESIGNATION -  BV 110 204 GAHD 1973
 DG3336  PID         -  DG3336
 DG3336  STATE/COUNTY-  GA/PAULDING
 DG3336  USGS QUAD   -  YORKVILLE (1973)
 DG3336
 DG3336                         *CURRENT SURVEY CONTROL
 DG3336  ___________________________________________________________________
 DG3336* NAD 83(1994)-  33 55 35.43298(N)    084 59 49.04928(W)     ADJUSTED  
 DG3336* NAVD 88     -       410.1    (meters)    1345.     (feet)  VERTCON   
 DG3336  ___________________________________________________________________
 DG3336  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DG3336  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3336
 DG3336  HORZ ORDER  -  SECOND
 DG3336
 DG3336.The horizontal coordinates were established by classical geodetic methods
 DG3336.and adjusted by the National Geodetic Survey in September 1997..
 DG3336
 DG3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3336
 DG3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3336
 DG3336.The geoid height was determined by GEOID03.
 DG3336
 DG3336;                    North         East     Units Scale Factor Converg.
 DG3336;SPC GA W     -   435,663.228   623,234.362   MT  0.99997262   -0 27 48.4
 DG3336;SPC GA W     - 1,429,338.44  2,044,728.07   sFT  0.99997262   -0 27 48.4
 DG3336;UTM  16      - 3,755,814.274   685,150.053   MT  1.00002261   +1 07 05.8
 DG3336
 DG3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3336!SPC GA W     -   0.99994018  x   0.99997262  =   0.99991280
 DG3336!UTM  16      -   0.99994018  x   1.00002261  =   0.99996279
 DG3336
 DG3336:                Primary Azimuth Mark                     Grid Az
 DG3336:SPC GA W     -  YORK LOT                                 116 52 48.8
 DG3336:UTM  16      -  YORK LOT                                 115 17 54.6
 DG3336
 DG3336|---------------------------------------------------------------------|
 DG3336| PID    Reference Object                     Distance      Geod. Az  |
 DG3336|                                                           dddmmss.s |
 DG3336| DG3341 YORK LOT                            APPROX. 1.0 KM 1162500.4 |
 DG3336| DG3348 BV 110 203 GAHD 1973                APPROX. 2.9 KM 2701434.1 |
 DG3336|---------------------------------------------------------------------|
 DG3336
 DG3336                          SUPERSEDED SURVEY CONTROL
 DG3336
 DG3336  NAD 83(1994)-  33 55 35.43671(N)    084 59 49.05033(W) AD(       ) 2
 DG3336  NAD 83(1986)-  33 55 35.43796(N)    084 59 49.04821(W) AD(       ) 2
 DG3336  NAD 27      -  33 55 35.06410(N)    084 59 49.24926(W) AD(       ) 2
 DG3336  NGVD 29 (07/19/86)  410.0    (m)         1345.     (f) VERT ANG       
 DG3336
 DG3336.Superseded values are not recommended for survey control.
 DG3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3336.See file dsdata.txt to determine how the superseded data were derived.
 DG3336
 DG3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8515055814(NAD 83)
 DG3336_MARKER: DD = SURVEY DISK
 DG3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3336+STABILITY: SURFACE MOTION
 DG3336
 DG3336  HISTORY     - Date     Condition        Report By
 DG3336  HISTORY     - 1973     MONUMENTED       GADT
 DG3336
 DG3336                          STATION DESCRIPTION
 DG3336
 DG3336'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3336'THE STATION IS LOCATED ABOUT 5.8 MILES SOUTH-SOUTHEAST OF
 DG3336'ROCKMART, 5.7 MILES NORTH OF THE INTERSECTION OF STATE ROUTE 101
 DG3336'AND STATE ROUTE 120, AND 9.0 MILES WEST OF DALLAS.
 DG3336'
 DG3336'TO REACH FROM DALLAS, GO NORTH ON U.S. 278 FOR 10.05 MILES
 DG3336'TO COUNTY ROAD 142 ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY
 DG3336'ROAD 142 FOR 100 FEET TO THE STATION ON THE SOUTH SIDE OF THE
 DG3336'COUNTY ROAD.
 DG3336'
 DG3336'THE STATION IS A STANDARD DISK STAMPED 110-204 AND SET IN A
 DG3336'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3336'UNDERGROUND MARK WAS SET 0.78 METERS BELOW THE STATION IN AN
 DG3336'IRREGULAR MASS OF CONCRETE.  THE UNDERGROUND MARK WAS ALSO
 DG3336'STAMPED 110-204.
 DG3336'
 DG3336'THE STATION IS LOCATED ON THE SOUTH SIDE OF COUNTY ROAD 142,
 DG3336'3.7 FEET NORTH OF A WITNESS POST, 16.8 FEET SOUTH OF THE
 DG3336'CENTERLINE OF COUNTY ROAD 142, 101.6 FEET WEST OF THE CENTERLINE
 DG3336'OF U.S. 278, AND 60.4 FEET SOUTHWEST OF A POWER POLE.
 DG3336'
 DG3336'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 DG3336'110 203 (GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3337 ***********************************************************************
 DG3337  DESIGNATION -  BV 110 205
 DG3337  PID         -  DG3337
 DG3337  STATE/COUNTY-  GA/PAULDING
 DG3337  USGS QUAD   -  YORKVILLE (1973)
 DG3337
 DG3337                         *CURRENT SURVEY CONTROL
 DG3337  ___________________________________________________________________
 DG3337* NAD 83(1994)-  33 59 28.13606(N)    084 56 47.67789(W)     ADJUSTED  
 DG3337* NAVD 88     -       368.7    (meters)    1210.     (feet)  VERTCON   
 DG3337  ___________________________________________________________________
 DG3337  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DG3337  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3337
 DG3337  HORZ ORDER  -  SECOND
 DG3337
 DG3337.The horizontal coordinates were established by classical geodetic methods
 DG3337.and adjusted by the National Geodetic Survey in September 1997..
 DG3337
 DG3337.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3337
 DG3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3337
 DG3337.The geoid height was determined by GEOID03.
 DG3337
 DG3337;                    North         East     Units Scale Factor Converg.
 DG3337;SPC GA W     -   442,796.175   627,947.025   MT  0.99996398   -0 26 09.7
 DG3337;SPC GA W     - 1,452,740.45  2,060,189.53   sFT  0.99996398   -0 26 09.7
 DG3337;UTM  16      - 3,763,075.160   689,664.156   MT  1.00004346   +1 08 54.0
 DG3337
 DG3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3337!SPC GA W     -   0.99994670  x   0.99996398  =   0.99991068
 DG3337!UTM  16      -   0.99994670  x   1.00004346  =   0.99999016
 DG3337
 DG3337:                Primary Azimuth Mark                     Grid Az
 DG3337:SPC GA W     -  BV 110 205 AZ MK                         110 53 55.3
 DG3337:UTM  16      -  BV 110 205 AZ MK                         109 18 51.6
 DG3337
 DG3337|---------------------------------------------------------------------|
 DG3337| PID    Reference Object                     Distance      Geod. Az  |
 DG3337|                                                           dddmmss.s |
 DG3337| CY9700 BV 110 205 AZ MK                                   1102745.6 |
 DG3337|---------------------------------------------------------------------|
 DG3337
 DG3337                          SUPERSEDED SURVEY CONTROL
 DG3337
 DG3337  NAD 83(1994)-  33 59 28.14009(N)    084 56 47.67915(W) AD(       ) 2
 DG3337  NAD 83(1986)-  33 59 28.14121(N)    084 56 47.67730(W) AD(       ) 2
 DG3337  NAD 27      -  33 59 27.77314(N)    084 56 47.88413(W) AD(       ) 2
 DG3337  NGVD 29 (07/19/86)  368.6    (m)         1209.     (f) VERT ANG       
 DG3337
 DG3337.Superseded values are not recommended for survey control.
 DG3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3337.See file dsdata.txt to determine how the superseded data were derived.
 DG3337
 DG3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8966463075(NAD 83)
 DG3337_MARKER: DD = SURVEY DISK
 DG3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3337
 DG3337  HISTORY     - Date     Condition        Report By
 DG3337  HISTORY     - 1973     MONUMENTED       GADT
 DG3337
 DG3337                          STATION DESCRIPTION
 DG3337
 DG3337'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3337'THE STATION IS LOCATED 5.9 MILES WEST OF ROCKMART, 7.8 MILES
 DG3337'NORTHWEST OF DALLAS, AND 5.2 MILES NORTH-NORTHEAST OF THE
 DG3337'INTERSECTION OF STATE ROUTE 101 AND STATE ROUTE 6, U.S. 278.
 DG3337'
 DG3337'TO REACH FROM CARTERSVILLE, GO WEST ON STATE ROUTE 61 FOR 4.30
 DG3337'MILES TO THE INTERSECTION OF STATE ROUTE 61 AND STATE ROUTE
 DG3337'113.  TURN LEFT AND GO SOUTH ON STATE ROUTE 61 FOR 9.29 MILES
 DG3337'TO COUNTY ROAD 92299 ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 DG3337'COUNTY ROAD 92299 FOR 6.15 MILES TO THE STATION ON THE NORTH
 DG3337'SIDE OF THE COUNTY ROAD.
 DG3337'
 DG3337'THE STATION IS A STANDARD DISK STAMPED 110-205 AND SET IN A
 DG3337'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3337'UNDERGROUND MARK WAS SET 0.79 METERS BELOW THE STATION IN AN
 DG3337'IRREGULAR MASS OF CONCRETE.  THE UNDERGROUND MARK WAS ALSO
 DG3337'STAMPED 110-205.
 DG3337'
 DG3337'THE STATION IS LOCATED 5.6 FEET SOUTH OF A 4-INCH PINE TREE,
 DG3337'12.2 FEET SOUTHEAST OF A 4-INCH PINE TREE, AND 21.0 FEET
 DG3337'NORTHEAST OF A 4-INCH PINE TREE.
 DG3337'
 DG3337'THE AZIMUTH MARK IS LOCATED 0.35 MILES EAST OF THE STATION ON
 DG3337'THE SOUTH SIDE OF COUNTY ROAD 92299.  THE MARK IS A STANDARD DISK
 DG3337'STAMPED AZI AND IS SET IN A 10-INCH CONCRETE POST.
 DG3337'
 DG3337'THE MARK IS LOCATED 41.4 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DG3337'COUNTY ROAD, 31.2 FEET WEST OF A 5-INCH PINE TREE, AND 44.8 FEET
 DG3337'EAST OF A 4-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3338 ***********************************************************************
 DG3338  DESIGNATION -  BV 110 207
 DG3338  PID         -  DG3338
 DG3338  STATE/COUNTY-  GA/PAULDING
 DG3338  USGS QUAD   -  YORKVILLE (1973)
 DG3338
 DG3338                         *CURRENT SURVEY CONTROL
 DG3338  ___________________________________________________________________
 DG3338* NAD 83(1994)-  33 56 46.99106(N)    084 58 51.49666(W)     ADJUSTED  
 DG3338* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 DG3338  ___________________________________________________________________
 DG3338  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DG3338  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3338
 DG3338  HORZ ORDER  -  FIRST
 DG3338
 DG3338.The horizontal coordinates were established by classical geodetic methods
 DG3338.and adjusted by the National Geodetic Survey in September 1997..
 DG3338
 DG3338.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3338
 DG3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3338
 DG3338.The geoid height was determined by GEOID03.
 DG3338
 DG3338;                    North         East     Units Scale Factor Converg.
 DG3338;SPC GA W     -   437,856.060   624,729.977   MT  0.99996982   -0 27 17.1
 DG3338;SPC GA W     - 1,436,532.76  2,049,634.93   sFT  0.99996982   -0 27 17.1
 DG3338;UTM  16      - 3,758,047.686   686,584.633   MT  1.00002918   +1 07 40.0
 DG3338
 DG3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3338!SPC GA W     -   0.99994113  x   0.99996982  =   0.99991095
 DG3338!UTM  16      -   0.99994113  x   1.00002918  =   0.99997031
 DG3338
 DG3338:                Primary Azimuth Mark                     Grid Az
 DG3338:SPC GA W     -  BV 110 207 AZ MK                         219 47 57.8
 DG3338:UTM  16      -  BV 110 207 AZ MK                         218 13 00.7
 DG3338
 DG3338|---------------------------------------------------------------------|
 DG3338| PID    Reference Object                     Distance      Geod. Az  |
 DG3338|                                                           dddmmss.s |
 DG3338| CY9701 BV 110 207 AZ MK                                   2192040.7 |
 DG3338|---------------------------------------------------------------------|
 DG3338
 DG3338                          SUPERSEDED SURVEY CONTROL
 DG3338
 DG3338  NAD 83(1994)-  33 56 46.99492(N)    084 58 51.49775(W) AD(       ) 1
 DG3338  NAD 83(1986)-  33 56 46.99611(N)    084 58 51.49574(W) AD(       ) 1
 DG3338  NAD 27      -  33 56 46.62401(N)    084 58 51.69904(W) AD(       ) 1
 DG3338  NGVD 29 (07/19/86)  404.0    (m)         1325.     (f) VERT ANG       
 DG3338
 DG3338.Superseded values are not recommended for survey control.
 DG3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3338.See file dsdata.txt to determine how the superseded data were derived.
 DG3338
 DG3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8658558048(NAD 83)
 DG3338_MARKER: DD = SURVEY DISK
 DG3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3338
 DG3338  HISTORY     - Date     Condition        Report By
 DG3338  HISTORY     - 1973     MONUMENTED       GADT
 DG3338
 DG3338                          STATION DESCRIPTION
 DG3338
 DG3338'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3338'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF DALLAS,
 DG3338'5.4 MILES SOUTHEAST OF ROCKMART, AND 7.0 MILES NORTH OF THE
 DG3338'INTERSECTION OF STATE ROUTE 101 AND STATE ROUTE 120.
 DG3338'
 DG3338'TO REACH FROM DALLAS, GO WEST ON U.S. 278 FOR 10.8 MILES TO
 DG3338'COUNTY ROAD 131 ON THE RIGHT.  TURN RIGHT AND GO EAST TO
 DG3338'NORTHEAST ON COUNTY ROAD 131 FOR 1.31 MILES TO A WOODS ROAD ON
 DG3338'THE RIGHT.  TURN RIGHT AND GO EAST ON THE WOODS ROAD FOR 120 FEET
 DG3338'TO THE STATION ON THE NORTH SIDE OF THE WOODS ROAD IN A PINE
 DG3338'THICKET.
 DG3338'
 DG3338'THE STATION IS A STANDARD DISK STAMPED 110-207 AND SET IN A
 DG3338'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3338'UNDERGROUND MARK WAS SET 0.76 METERS BELOW THE STATION IN AN
 DG3338'IRREGULAR MASS OF CONCRETE.  THE UNDERGROUND MARK WAS ALSO
 DG3338'STAMPED 110-207.
 DG3338'
 DG3338'THE STATION IS LOCATED 3.5 FEET SOUTH OF A WITNESS POST, 25.2
 DG3338'FEET NORTH OF THE CENTERLINE OF THE WOODS ROAD, AND 118.6 FEET
 DG3338'NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF THE WOODS
 DG3338'ROAD AND THE COUNTY ROAD.
 DG3338'
 DG3338'THE AZIMUTH MARK IS LOCATED 0.30 MILES SOUTH OF THE STATION
 DG3338'ON COUNTY ROAD 131 ON THE NORTH SIDE OF THE ROAD.  THE MARK IS
 DG3338'LOCATED 16.8 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 DG3338'50.3 FEET NORTHWEST OF A 4-INCH PINE TREE, AND 175.0 FEET WEST
 DG3338'OF A 8-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3347 ***********************************************************************
 DG3347  DESIGNATION -  BV 110 208 GAHD 1973
 DG3347  PID         -  DG3347
 DG3347  STATE/COUNTY-  GA/PAULDING
 DG3347  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3347
 DG3347                         *CURRENT SURVEY CONTROL
 DG3347  ___________________________________________________________________
 DG3347* NAD 83(1994)-  33 56 23.44034(N)    085 00 12.27292(W)     ADJUSTED  
 DG3347* NAVD 88     -       405.4    (meters)    1330.     (feet)  VERTCON   
 DG3347  ___________________________________________________________________
 DG3347  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 DG3347  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3347
 DG3347  HORZ ORDER  -  FIRST
 DG3347
 DG3347.The horizontal coordinates were established by classical geodetic methods
 DG3347.and adjusted by the National Geodetic Survey in September 1997..
 DG3347
 DG3347.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3347
 DG3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3347
 DG3347.The geoid height was determined by GEOID03.
 DG3347
 DG3347;                    North         East     Units Scale Factor Converg.
 DG3347;SPC GA W     -   437,147.160   622,649.968   MT  0.99997373   -0 28 01.9
 DG3347;SPC GA W     - 1,434,206.97  2,042,810.77   sFT  0.99997373   -0 28 01.9
 DG3347;UTM  16      - 3,757,281.577   684,524.885   MT  1.00001976   +1 06 54.2
 DG3347
 DG3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3347!SPC GA W     -   0.99994092  x   0.99997373  =   0.99991465
 DG3347!UTM  16      -   0.99994092  x   1.00001976  =   0.99996068
 DG3347
 DG3347:                Primary Azimuth Mark                     Grid Az
 DG3347:SPC GA W     -  YORK LOT                                 142 13 28.2
 DG3347:UTM  16      -  YORK LOT                                 140 38 32.1
 DG3347
 DG3347|---------------------------------------------------------------------|
 DG3347| PID    Reference Object                     Distance      Geod. Az  |
 DG3347|                                                           dddmmss.s |
 DG3347| DG3341 YORK LOT                            APPROX. 2.5 KM 1414526.3 |
 DG3347|---------------------------------------------------------------------|
 DG3347
 DG3347                          SUPERSEDED SURVEY CONTROL
 DG3347
 DG3347  NAD 83(1994)-  33 56 23.44407(N)    085 00 12.27402(W) AD(       ) 1
 DG3347  NAD 83(1986)-  33 56 23.44528(N)    085 00 12.27195(W) AD(       ) 1
 DG3347  NAD 27      -  33 56 23.07256(N)    085 00 12.47269(W) AD(       ) 1
 DG3347  NGVD 29 (07/19/86)  405.3    (m)         1330.     (f) VERT ANG       
 DG3347
 DG3347.Superseded values are not recommended for survey control.
 DG3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3347.See file dsdata.txt to determine how the superseded data were derived.
 DG3347
 DG3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8452557282(NAD 83)
 DG3347_MARKER: DD = SURVEY DISK
 DG3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3347+STABILITY: SURFACE MOTION
 DG3347
 DG3347  HISTORY     - Date     Condition        Report By
 DG3347  HISTORY     - 1973     MONUMENTED       GADT
 DG3347
 DG3347                          STATION DESCRIPTION
 DG3347
 DG3347'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3347'THE STATION IS LOCATED ABOUT 1.1 MILES NORTH-NORTHWEST OF THE
 DG3347'INTERSECTION OF STATE ROUTE 101 AND STATE ROUTE 6, U.S. 278, 4.6
 DG3347'MILES SOUTHEAST OF ROCKMART, AND 9.4 MILES WEST-NORTHWEST OF
 DG3347'DALLAS.
 DG3347'
 DG3347'TO REACH FROM THE INTERSECTION OF U.S. 278 AND STATE ROUTE 61
 DG3347'IN DALLAS, GO NORTH ON U.S. 278 FOR 11.1 MILES TO COUNTY ROAD
 DG3347'134 ON THE LEFT.  TURN LEFT AND GO WEST ON COUNTY ROAD 134 FOR
 DG3347'0.4 MILES TO THE STATION ON THE NORTH SIDE OF THE COUNTY ROAD
 DG3347'IN A FIELD.
 DG3347'
 DG3347'THE STATION IS A STANDARD DISK STAMPED 110-208 AND SET IN A
 DG3347'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3347'UNDERGROUND MARK WAS SET 0.77 METERS BELOW THE STATION IN AN
 DG3347'IRREGULAR MASS OF CONCRETE.  THE UNDERGROUND MARK WAS ALSO
 DG3347'STAMPED 110-208.
 DG3347'
 DG3347'THE STATION IS LOCATED 61.8 FEET EAST OF AN 8-INCH PINE TREE,
 DG3347'146.7 FEET SOUTHWEST OF A POWER POLE, AND 32.5 FEET NORTH OF THE
 DG3347'CENTERLINE OF COUNTY ROAD 134.
 DG3347'
 DG3347'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  YORKVILLE
 DG3347'YORK LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3335 ***********************************************************************
 DG3335  DESIGNATION -  BV 110 209
 DG3335  PID         -  DG3335
 DG3335  STATE/COUNTY-  GA/PAULDING
 DG3335  USGS QUAD   -  YORKVILLE (1973)
 DG3335
 DG3335                         *CURRENT SURVEY CONTROL
 DG3335  ___________________________________________________________________
 DG3335* NAD 83(1994)-  33 56 33.12310(N)    084 55 39.99657(W)     ADJUSTED  
 DG3335* NAVD 88     -       386.3    (meters)    1267.     (feet)  VERTCON   
 DG3335  ___________________________________________________________________
 DG3335  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DG3335  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3335
 DG3335  HORZ ORDER  -  FIRST
 DG3335
 DG3335.The horizontal coordinates were established by classical geodetic methods
 DG3335.and adjusted by the National Geodetic Survey in September 1997..
 DG3335
 DG3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3335
 DG3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3335
 DG3335.The geoid height was determined by GEOID03.
 DG3335
 DG3335;                    North         East     Units Scale Factor Converg.
 DG3335;SPC GA W     -   437,391.044   629,643.937   MT  0.99996100   -0 25 30.0
 DG3335;SPC GA W     - 1,435,007.12  2,065,756.82   sFT  0.99996100   -0 25 30.0
 DG3335;UTM  16      - 3,757,718.524   691,509.931   MT  1.00005214   +1 09 26.6
 DG3335
 DG3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3335!SPC GA W     -   0.99994393  x   0.99996100  =   0.99990494
 DG3335!UTM  16      -   0.99994393  x   1.00005214  =   0.99999607
 DG3335
 DG3335:                Primary Azimuth Mark                     Grid Az
 DG3335:SPC GA W     -  BV 110 209 AZ MK                         256 59 59.3
 DG3335:UTM  16      -  BV 110 209 AZ MK                         255 25 02.7
 DG3335
 DG3335|---------------------------------------------------------------------|
 DG3335| PID    Reference Object                     Distance      Geod. Az  |
 DG3335|                                                           dddmmss.s |
 DG3335| CY9702 BV 110 209 AZ MK                                   2563429.3 |
 DG3335|---------------------------------------------------------------------|
 DG3335
 DG3335                          SUPERSEDED SURVEY CONTROL
 DG3335
 DG3335  NAD 83(1994)-  33 56 33.12726(N)    084 55 39.99760(W) AD(       ) 1
 DG3335  NAD 83(1986)-  33 56 33.12828(N)    084 55 39.99594(W) AD(       ) 1
 DG3335  NAD 27      -  33 56 32.75656(N)    084 55 40.20360(W) AD(       ) 1
 DG3335  NGVD 29 (07/19/86)  386.2    (m)         1267.     (f) VERT ANG       
 DG3335
 DG3335.Superseded values are not recommended for survey control.
 DG3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3335.See file dsdata.txt to determine how the superseded data were derived.
 DG3335
 DG3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9151057719(NAD 83)
 DG3335_MARKER: DD = SURVEY DISK
 DG3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3335
 DG3335  HISTORY     - Date     Condition        Report By
 DG3335  HISTORY     - 1973     MONUMENTED       GADT
 DG3335
 DG3335                          STATION DESCRIPTION
 DG3335
 DG3335'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3335'THE STATION IS LOCATED ABOUT 5.1 MILES WEST-NORTHWEST OF DALLAS,
 DG3335'8.0 MILES SOUTHEAST OF ROCKMART, AND 4.0 MILES NORTHEAST OF
 DG3335'THE INTERSECTION OF STATE ROUTE 101 AND STATE ROUTE 6, U.S. 278.
 DG3335'
 DG3335'TO REACH FROM THE INTERSECTION OF U.S. 278 AND STATE ROUTE 61
 DG3335'IN DALLAS, GO WEST ON U.S. 278 FOR 6.9 MILES TO COUNTY ROAD 94
 DG3335'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 94 FOR 2.0
 DG3335'MILES TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 DG3335'
 DG3335'THE STATION IS A STANDARD DISK STAMPED 110-209 AND SET IN A
 DG3335'10-INCH CONCRETE POST FLUSH WITH THE GROUND.  AN UNDERGROUND
 DG3335'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 0.82 METERS BELOW
 DG3335'THE STATION.  THE UNDERGROUND MARK WAS ALSO STAMPED 110-209.
 DG3335'
 DG3335'THE STATION IS LOCATED 2.7 FEET SOUTH OF A POWER POLE, 37.5
 DG3335'FEET NORTHEAST OF AN 8-INCH PINE TREE, 53.8 FEET NORTH OF THE
 DG3335'CENTERLINE OF COUNTY ROAD 94.
 DG3335'
 DG3335'THE AZIMUTH MARK IS LOCATED 0.20 MILES WEST OF THE STATION
 DG3335'ON THE SOUTH SIDE OF THE COUNTY ROAD 94.  THE MARK IS LOCATED
 DG3335'49.2 FEET SOUTH OF THE COUNTY ROAD, 26.6 FEET SOUTHWEST OF THE
 DG3335'HICKS HEADSTONE, 31.2 FEET NORTHWEST OF THE MC DONALD
 DG3335'HEADSTONE.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A
 DG3335'10-INCH CONCRETE POST.  IT IS AT THE WILLOW SPRINGS CHURCH
 DG3335'CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3328 ***********************************************************************
 DG3328  DESIGNATION -  BV 110 210
 DG3328  PID         -  DG3328
 DG3328  STATE/COUNTY-  GA/PAULDING
 DG3328  USGS QUAD   -  NEW GEORGIA (1982)
 DG3328
 DG3328                         *CURRENT SURVEY CONTROL
 DG3328  ___________________________________________________________________
 DG3328* NAD 83(1994)-  33 51 14.34843(N)    084 55 25.52914(W)     ADJUSTED  
 DG3328* NAVD 88     -       386.0    (meters)    1266.     (feet)  VERTCON   
 DG3328  ___________________________________________________________________
 DG3328  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DG3328  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3328
 DG3328  HORZ ORDER  -  FIRST
 DG3328
 DG3328.The horizontal coordinates were established by classical geodetic methods
 DG3328.and adjusted by the National Geodetic Survey in September 1997..
 DG3328
 DG3328.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3328
 DG3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3328
 DG3328.The geoid height was determined by GEOID03.
 DG3328
 DG3328;                    North         East     Units Scale Factor Converg.
 DG3328;SPC GA W     -   427,567.101   629,943.050   MT  0.99996048   -0 25 18.4
 DG3328;SPC GA W     - 1,402,776.40  2,066,738.16   sFT  0.99996048   -0 25 18.4
 DG3328;UTM  16      - 3,747,905.659   692,079.954   MT  1.00005484   +1 09 25.1
 DG3328
 DG3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3328!SPC GA W     -   0.99994398  x   0.99996048  =   0.99990446
 DG3328!UTM  16      -   0.99994398  x   1.00005484  =   0.99999881
 DG3328
 DG3328:                Primary Azimuth Mark                     Grid Az
 DG3328:SPC GA W     -  BV 110 210 AZ MK                         272 06 34.0
 DG3328:UTM  16      -  BV 110 210 AZ MK                         270 31 50.5
 DG3328
 DG3328|---------------------------------------------------------------------|
 DG3328| PID    Reference Object                     Distance      Geod. Az  |
 DG3328|                                                           dddmmss.s |
 DG3328| CY9703 BV 110 210 AZ MK                                   2714115.6 |
 DG3328| DG3341 YORK LOT                            APPROX. 9.6 KM 3222528.4 |
 DG3328|---------------------------------------------------------------------|
 DG3328
 DG3328                          SUPERSEDED SURVEY CONTROL
 DG3328
 DG3328  NAD 83(1994)-  33 51 14.35251(N)    084 55 25.52995(W) AD(       ) 1
 DG3328  NAD 83(1986)-  33 51 14.35373(N)    084 55 25.52812(W) AD(       ) 1
 DG3328  NAD 27      -  33 51 13.97423(N)    084 55 25.73698(W) AD(       ) 1
 DG3328  NGVD 29 (07/19/86)  385.9    (m)         1266.     (f) VERT ANG       
 DG3328
 DG3328.Superseded values are not recommended for survey control.
 DG3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3328.See file dsdata.txt to determine how the superseded data were derived.
 DG3328
 DG3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9208047906(NAD 83)
 DG3328_MARKER: DD = SURVEY DISK
 DG3328_SETTING: 0 = UNSPECIFIED SETTING
 DG3328
 DG3328  HISTORY     - Date     Condition        Report By
 DG3328  HISTORY     - 1972     MONUMENTED       GADT
 DG3328
 DG3328                          STATION DESCRIPTION
 DG3328
 DG3328'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 DG3328'THE STATION IS LOCATED 6.5 MILES SOUTHWEST OF DALLAS, 6.0 MILES
 DG3328'SOUTHEAST OF YORKVILLE, 8.0 MILES NORTH OF VILLA RICA.
 DG3328'
 DG3328'TO REACH FROM THE PAULDING COUNTY COURTHOUSE IN DALLAS, PROCEED
 DG3328'WEST ON U.S. 278 AND GEORGIA 120 0.80 MILES TO THE INTERSECTION
 DG3328'OF GEORGIA 120 WEST ON THE LEFT.  TURN LEFT ON GEORGIA 120 AND
 DG3328'GO SOUTHWEST 4.05 MILES TO COUNTY ROAD 92337 ON THE
 DG3328'LEFT.  CONTINUE SOUTH ON GEORGIA 120 3.0 MILES TO GRADED COUNTY
 DG3328'ROAD 229 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 229 AND GO SOUTH
 DG3328'THEN EAST 0.45 MILES TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT
 DG3328'(UP HILL) AND GO 0.1 MILES TO TOP OF HILL AND THE STATION
 DG3328'SITE.
 DG3328'
 DG3328'THE STATION, A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 DG3328'WITH THE GROUND, IS STAMPED B.V. 110-210.  THE STATION IS LOCATED
 DG3328'36.6 FEET SOUTH-SOUTHEAST OF A 6 INCH PINE TREE.  32.3 FEET EAST
 DG3328'OF A 4 INCH PINE TREE.  75.5 FEET EAST-NORTHEAST OF A 4 INCH
 DG3328'PINE TREE.  4.5 FEET NORTH OF A METAL WITNESS POST.
 DG3328'
 DG3328'TO REACH THE AZIMUTH MARK FROM COUNTY ROAD 229 AND GEORGIA 120,
 DG3328'CONTINUE SOUTHWEST ON GEORGIA 120 0.35 MILES TO THE AZIMUTH MARK
 DG3328'ON THE RIGHT.  THE AZIMUTH MARK IS LOCATED 33.5 FEET NORTH OF
 DG3328'THE CENTERLINE OF GEORGIA 120.  30.4 FEET SOUTHEAST OF A 24 INCH
 DG3328'BLAZED OAK TREE.  55.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DG3328'A HOUSE.  77.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1797 ***********************************************************************
 EE1797  DESIGNATION -  BV 110 211
 EE1797  PID         -  EE1797
 EE1797  STATE/COUNTY-  GA/PAULDING
 EE1797  USGS QUAD   -  BURNT HICKORY RIDGE (1981)
 EE1797
 EE1797                         *CURRENT SURVEY CONTROL
 EE1797  ___________________________________________________________________
 EE1797* NAD 83(1994)-  34 00 38.73671(N)    084 45 27.22647(W)     ADJUSTED  
 EE1797* NAVD 88     -       313.5    (meters)    1029.     (feet)  VERTCON   
 EE1797  ___________________________________________________________________
 EE1797  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EE1797  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EE1797
 EE1797  HORZ ORDER  -  SECOND
 EE1797
 EE1797.The horizontal coordinates were established by classical geodetic methods
 EE1797.and adjusted by the National Geodetic Survey in September 1997..
 EE1797
 EE1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1797
 EE1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1797
 EE1797.The geoid height was determined by GEOID03.
 EE1797
 EE1797;                    North         East     Units Scale Factor Converg.
 EE1797;SPC GA W     -   444,854.540   645,422.154   MT  0.99993671   -0 19 49.9
 EE1797;SPC GA W     - 1,459,493.60  2,117,522.52   sFT  0.99993671   -0 19 49.9
 EE1797;UTM  16      - 3,765,616.390   707,078.036   MT  1.00012864   +1 15 17.1
 EE1797
 EE1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1797!SPC GA W     -   0.99995538  x   0.99993671  =   0.99989209
 EE1797!UTM  16      -   0.99995538  x   1.00012864  =   1.00008401
 EE1797
 EE1797:                Primary Azimuth Mark                     Grid Az
 EE1797:SPC GA W     -  BV 110 211 AZ MK                         063 29 41.7
 EE1797:UTM  16      -  BV 110 211 AZ MK                         061 54 34.7
 EE1797
 EE1797|---------------------------------------------------------------------|
 EE1797| PID    Reference Object                     Distance      Geod. Az  |
 EE1797|                                                           dddmmss.s |
 EE1797| CZ4445 BV 110 211 AZ MK                                   0630951.8 |
 EE1797|---------------------------------------------------------------------|
 EE1797
 EE1797                          SUPERSEDED SURVEY CONTROL
 EE1797
 EE1797  NAD 83(1994)-  34 00 38.74189(N)    084 45 27.22781(W) AD(       ) 2
 EE1797  NAD 83(1986)-  34 00 38.74241(N)    084 45 27.22681(W) AD(       ) 2
 EE1797  NAD 27      -  34 00 38.37804(N)    084 45 27.45214(W) AD(       ) 2
 EE1797  NGVD 29 (07/19/86)  313.5    (m)         1029.     (f) VERT ANG       
 EE1797
 EE1797.Superseded values are not recommended for survey control.
 EE1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1797.See file dsdata.txt to determine how the superseded data were derived.
 EE1797
 EE1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0707865616(NAD 83)
 EE1797_MARKER: DD = SURVEY DISK
 EE1797_SETTING: 0 = UNSPECIFIED SETTING
 EE1797
 EE1797  HISTORY     - Date     Condition        Report By
 EE1797  HISTORY     - 1973     MONUMENTED       GADT
 EE1797
 EE1797                          STATION DESCRIPTION
 EE1797
 EE1797'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1797'LOCATED AIRLINE 7.5 MILES NORTHEAST OF DALLAS, 12.8 MILES
 EE1797'NORTHWEST OF MARIETTA, AND 6.0 MILES SOUTHWEST OF ACWORTH.
 EE1797'
 EE1797'TO REACH FROM THE JUNCTION OF U.S. 278 AND STATE ROUTES 61 AND
 EE1797'6 IN DALLAS, GO EAST ON U.S. 278 FOR 0.3 MILES TO THE JUNCTION
 EE1797'OF STATE ROUTE 92 SPUR.  BEAR LEFT ON STATE ROUTE 92 SPUR AND
 EE1797'GO 3.3 MILES TO THE JUNCTION OF STATE ROUTE 92 CONN. ON THE
 EE1797'RIGHT.  KEEP STRAIGHT AHEAD ON STATE ROUTE 92 SPUR AND CONTINUE
 EE1797'NORTHEAST 3.95 MILES TO THE JUNCTION OF STATE ROUTE 92 ON THE
 EE1797'RIGHT AND COUNTY ROAD 92420 ON THE LEFT.  TURN LEFT ON COUNTY
 EE1797'ROAD 92420 AND GO WEST 0.15 MILES TO A ROAD INTO CEMETERY ON
 EE1797'THE LEFT.  TURN LEFT INTO THE CEMETERY AND GO SOUTH ABOUT
 EE1797'THIRTY YARDS TO THE STATION SITE ON THE LEFT.
 EE1797'
 EE1797'THE STATION MARK IS A STANDARD DISK IN A POURED CONCRETE POST
 EE1797'SET FLUSH WITH GROUND LEVEL.  AN UNDERGROUND MARK WAS SET 0.85
 EE1797'METERS BELOW THE SURFACE MARK.
 EE1797'
 EE1797'THE STATION IS 47 FEET EAST OF THE CENTERLINE OF THE ROAD, 9.2
 EE1797'FEET EAST OF THE SOUTHWEST CORNER OF A BRICK RETAINING WALL,
 EE1797'11.0 FEET WEST OF THE SOUTHEAST CORNER OF THE BRICK RETAINING
 EE1797'WALL, 9.4 FEET SOUTHEAST OF THE SOUTH END OF HEADSTONE OF ERNEST
 EE1797'WASHINGTON.
 EE1797'
 EE1797'THE AZIMUTH MARK IS 0.4 MILES NORTHEAST OF THE STATION.  TO
 EE1797'REACH FROM THE JUNCTION OF STATE ROUTE 92 SPUR AND COUNTY ROAD
 EE1797'92420, GO NORTHEAST ON STATE ROUTE 92 0.2 MILES TO THE MARK ON THE
 EE1797'RIGHT IN THE SOUTHWEST CORNER OF LAWN.  THE MARK IS 35.9 FEET EAST
 EE1797'OF THE CENTERLINE OF STATE ROUTE 92, 19.4 FEET SOUTHWEST OF A
 EE1797'18 IN PINE, 28.0 FEET NORTHWEST OF A 16 IN PINE, AND 37.7 FEET
 EE1797'NORTHWEST OF A RAILROAD CROSSTIE FENCE CORNER.  IT IS A
 EE1797'STANDARD DISK STAMPED AZI SET IN THE TOP OF A 10 INCH
 EE1797'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 EE1797'
 EE1797'THE STATION AND UNDERGROUND MARKS ARE STAMPED 110-211.  THE
 EE1797'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 EE1797'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3317 ***********************************************************************
 DG3317  DESIGNATION -  BV 110 212 GAHD 1973
 DG3317  PID         -  DG3317
 DG3317  STATE/COUNTY-  GA/PAULDING
 DG3317  USGS QUAD   -  DALLAS (1973)
 DG3317
 DG3317                         *CURRENT SURVEY CONTROL
 DG3317  ___________________________________________________________________
 DG3317* NAD 83(1994)-  33 55 58.88811(N)    084 50 40.09298(W)     ADJUSTED  
 DG3317* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 DG3317  ___________________________________________________________________
 DG3317  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DG3317  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG3317
 DG3317  HORZ ORDER  -  FIRST
 DG3317
 DG3317.The horizontal coordinates were established by classical geodetic methods
 DG3317.and adjusted by the National Geodetic Survey in September 1997..
 DG3317
 DG3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3317
 DG3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3317
 DG3317.The geoid height was determined by GEOID03.
 DG3317
 DG3317;                    North         East     Units Scale Factor Converg.
 DG3317;SPC GA W     -   436,282.295   637,337.868   MT  0.99994839   -0 22 42.2
 DG3317;SPC GA W     - 1,431,369.50  2,090,999.32   sFT  0.99994839   -0 22 42.2
 DG3317;UTM  16      - 3,756,822.534   699,232.439   MT  1.00008934   +1 12 13.2
 DG3317
 DG3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3317!SPC GA W     -   0.99995049  x   0.99994839  =   0.99989888
 DG3317!UTM  16      -   0.99995049  x   1.00008934  =   1.00003983
 DG3317
 DG3317:                Primary Azimuth Mark                     Grid Az
 DG3317:SPC GA W     -  DALLAS CTHSE SPIRE                       163 58 59.9
 DG3317:UTM  16      -  DALLAS CTHSE SPIRE                       162 24 04.5
 DG3317
 DG3317|---------------------------------------------------------------------|
 DG3317| PID    Reference Object                     Distance      Geod. Az  |
 DG3317|                                                           dddmmss.s |
 DG3317| DG3314 DALLAS CTHSE SPIRE                  APPROX. 1.1 KM 1633617.7 |
 DG3317| DG3312 DALLAS MUNICIPAL TANK               APPROX. 1.1 KM 1675407.1 |
 DG3317| DG3340 MCPHERSON                           APPROX. 5.5 KM 3082923.9 |
 DG3317|---------------------------------------------------------------------|
 DG3317
 DG3317                          SUPERSEDED SURVEY CONTROL
 DG3317
 DG3317  NAD 83(1994)-  33 55 58.89261(N)    084 50 40.09405(W) AD(       ) 1
 DG3317  NAD 83(1986)-  33 55 58.89359(N)    084 50 40.09251(W) AD(       ) 1
 DG3317  NAD 27      -  33 55 58.52152(N)    084 50 40.30885(W) AD(       ) 1
 DG3317  NGVD 29 (07/19/86)  344.5    (m)         1130.     (f) VERT ANG       
 DG3317
 DG3317.Superseded values are not recommended for survey control.
 DG3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3317.See file dsdata.txt to determine how the superseded data were derived.
 DG3317
 DG3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9923256823(NAD 83)
 DG3317_MARKER: DD = SURVEY DISK
 DG3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3317+STABILITY: SURFACE MOTION
 DG3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3317+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 DG3317
 DG3317  HISTORY     - Date     Condition        Report By
 DG3317  HISTORY     - 1973     MONUMENTED       GADT
 DG3317  HISTORY     - 20050927 GOOD             GADT
 DG3317
 DG3317                          STATION DESCRIPTION
 DG3317
 DG3317'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3317'THE STATION IS LOCATED ABOUT 0.7 MILES NORTH-NORTHWEST OF
 DG3317'DALLAS ON STATE ROUTE 61.
 DG3317'
 DG3317'TO REACH FROM DALLAS, GO NORTH ON STATE ROUTE 61 FROM U.S. 278
 DG3317'FOR 0.55 MILES TO A CEMETERY ON THE WEST SIDE OF STATE ROUTE
 DG3317'61.  TURN LEFT AND PROCEED NORTHWEST ON THE CEMETERY DRIVE FOR
 DG3317'0.20 MILES TO THE STATION AT THE TOP OF A HILL ON THE SOUTH SIDE
 DG3317'OF THE DRIVE.
 DG3317'
 DG3317'THE STATION IS A STANDARD DISK STAMPED 110-212 AND SET IN A
 DG3317'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3317'UNDERGROUND MARK WAS SET 0.89 METERS BELOW THE STATION IN AN
 DG3317'IRREGULAR MASS OF CONCRETE.
 DG3317'
 DG3317'THE STATION IS LOCATED 82.7 FEET SOUTHEAST OF THE CENTERLINE
 DG3317'OF THE CEMETERY DRIVE, 11.1 FEET SOUTHWEST OF THE BONE HEADSTONE,
 DG3317'61.6 FEET WEST OF THE DAVIS HEADSTONE, 28.3 FEET NORTHWEST OF
 DG3317'THE LAWRENCE HEADSTONE, AND 47.3 FEET NORTHEAST OF THE WILLIS
 DG3317'HEADSTONE.
 DG3317'
 DG3317'NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.  THE
 DG3317'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 DG3317
 DG3317                          STATION RECOVERY (2005)
 DG3317
 DG3317'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG3317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3353 ***********************************************************************
 DG3353  DESIGNATION -  BV 110 215
 DG3353  PID         -  DG3353
 DG3353  STATE/COUNTY-  GA/PAULDING
 DG3353  USGS QUAD   -  DRAKETOWN (1982)
 DG3353
 DG3353                         *CURRENT SURVEY CONTROL
 DG3353  ___________________________________________________________________
 DG3353* NAD 83(1994)-  33 49 40.89384(N)    085 01 55.09660(W)     ADJUSTED  
 DG3353* NAVD 88     -       409.0    (meters)    1342.     (feet)  VERTCON   
 DG3353  ___________________________________________________________________
 DG3353  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DG3353  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DG3353
 DG3353  HORZ ORDER  -  FIRST
 DG3353
 DG3353.The horizontal coordinates were established by classical geodetic methods
 DG3353.and adjusted by the National Geodetic Survey in September 1997..
 DG3353
 DG3353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3353
 DG3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3353
 DG3353.The geoid height was determined by GEOID03.
 DG3353
 DG3353;                    North         East     Units Scale Factor Converg.
 DG3353;SPC GA W     -   424,766.821   619,905.125   MT  0.99997906   -0 28 54.3
 DG3353;SPC GA W     - 1,393,589.15  2,033,805.40   sFT  0.99997906   -0 28 54.3
 DG3353;UTM  16      - 3,744,829.792   682,122.342   MT  1.00000891   +1 05 45.3
 DG3353
 DG3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3353!SPC GA W     -   0.99994035  x   0.99997906  =   0.99991941
 DG3353!UTM  16      -   0.99994035  x   1.00000891  =   0.99994925
 DG3353
 DG3353:                Primary Azimuth Mark                     Grid Az
 DG3353:SPC GA W     -  BV 110 215 AZ MK                         295 17 12.3
 DG3353:UTM  16      -  BV 110 215 AZ MK                         293 42 32.7
 DG3353
 DG3353|---------------------------------------------------------------------|
 DG3353| PID    Reference Object                     Distance      Geod. Az  |
 DG3353|                                                           dddmmss.s |
 DG3353| CY9704 BV 110 215 AZ MK                                   2944818.0 |
 DG3353|---------------------------------------------------------------------|
 DG3353
 DG3353                          SUPERSEDED SURVEY CONTROL
 DG3353
 DG3353  NAD 83(1994)-  33 49 40.89694(N)    085 01 55.09756(W) AD(       ) 1
 DG3353  NAD 83(1986)-  33 49 40.89888(N)    085 01 55.09483(W) AD(       ) 1
 DG3353  NAD 27      -  33 49 40.52027(N)    085 01 55.29185(W) AD(       ) 1
 DG3353  NGVD 29 (07/19/86)  408.9    (m)         1342.     (f) VERT ANG       
 DG3353
 DG3353.Superseded values are not recommended for survey control.
 DG3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3353.See file dsdata.txt to determine how the superseded data were derived.
 DG3353
 DG3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8212244830(NAD 83)
 DG3353_MARKER: DD = SURVEY DISK
 DG3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3353
 DG3353  HISTORY     - Date     Condition        Report By
 DG3353  HISTORY     - 1973     MONUMENTED       GADT
 DG3353
 DG3353                          STATION DESCRIPTION
 DG3353
 DG3353'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3353'THE STATION IS LOCATED 6.5 MILES NORTH OF TEMPLE, 9.0 MILES
 DG3353'NORTHWEST OF VILLA RICA, AND 8.5 MILES EAST OF BUCHANAN.
 DG3353'
 DG3353'TO REACH FROM THE JUNCTION OF U.S. 78 AND STATE ROUTE 113 IN
 DG3353'TEMPLE, GO NORTH ON STATE ROUTE 113 7.85 MILES TO THE JUNCTION
 DG3353'OF STATE ROUTE 120.  TURN RIGHT AND GO EAST ON STATE ROUTE 120
 DG3353'0.55 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON
 DG3353'STATE ROUTE 120 0.35 MILES TO A FIELD ROAD ON THE RIGHT JUST
 DG3353'BEFORE WOODSLINE, AND END OF TRUCK TRAVEL.  FROM HERE PACK
 DG3353'SOUTHWESTERLY TO THE HIGHEST POINT OF CLEARED FIELD, ABOUT 0.3
 DG3353'MILES, TO THE STATION.
 DG3353'
 DG3353'THE STATION IS A STANDARD DISK STAMPED 110-215, SET IN A
 DG3353'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE SUBSURFACE
 DG3353'MARK, A STANDARD DISK STAMPED 110-215 IS SET IN AN IRREGULAR
 DG3353'MASS OF CONCRETE ABOUT 0.83 METER BELOW GROUND LEVEL.
 DG3353'
 DG3353'THE STATION IS 42.7 FEET WEST OF A ROCK OUTCROP AT THE HIGHEST
 DG3353'POINT ON THE HILL, AND 1.2 FEET SOUTH OF A WITNESS POST.
 DG3353'
 DG3353'THE AZIMUTH IS LOCATED ABOUT 0.3 MILES NORTHWEST OF THE STATION
 DG3353'IN THE EAST END OF A CONCRETE HEADWALL ON THE NORTH SIDE OF THE
 DG3353'ROAD.  THE MARK IS 20.0 FEET NORTH OF THE CENTERLINE OF STATE
 DG3353'ROUTE 120, AND 125.5 FEET EAST OF A 10-INCH PINE.  THE MARK IS A
 DG3353'STANDARD DISK SET IN A DRILL HOLE IN THE HEADWALL.  IT IS
 DG3353'STAMPED AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3339 ***********************************************************************
 DG3339  DESIGNATION -  BV 110 216 GAHD 1973
 DG3339  PID         -  DG3339
 DG3339  STATE/COUNTY-  GA/PAULDING
 DG3339  USGS QUAD   -  YORKVILLE (1973)
 DG3339
 DG3339                         *CURRENT SURVEY CONTROL
 DG3339  ___________________________________________________________________
 DG3339* NAD 83(1994)-  33 55 16.22160(N)    084 55 57.77818(W)     ADJUSTED  
 DG3339* NAVD 88     -       380.3    (meters)    1248.     (feet)  VERTCON   
 DG3339  ___________________________________________________________________
 DG3339  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DG3339  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3339
 DG3339  HORZ ORDER  -  FIRST
 DG3339
 DG3339.The horizontal coordinates were established by classical geodetic methods
 DG3339.and adjusted by the National Geodetic Survey in September 1997..
 DG3339
 DG3339.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3339
 DG3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3339
 DG3339.The geoid height was determined by GEOID03.
 DG3339
 DG3339;                    North         East     Units Scale Factor Converg.
 DG3339;SPC GA W     -   435,025.153   629,169.657   MT  0.99996183   -0 25 39.0
 DG3339;SPC GA W     - 1,427,245.02  2,064,200.78   sFT  0.99996183   -0 25 39.0
 DG3339;UTM  16      - 3,755,340.228   691,101.110   MT  1.00005021   +1 09 14.4
 DG3339
 DG3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3339!SPC GA W     -   0.99994487  x   0.99996183  =   0.99990670
 DG3339!UTM  16      -   0.99994487  x   1.00005021  =   0.99999508
 DG3339
 DG3339:                Primary Azimuth Mark                     Grid Az
 DG3339:SPC GA W     -  DUCKY                                    085 19 57.8
 DG3339:UTM  16      -  DUCKY                                    083 45 04.4
 DG3339
 DG3339|---------------------------------------------------------------------|
 DG3339| PID    Reference Object                     Distance      Geod. Az  |
 DG3339|                                                           dddmmss.s |
 DG3339| DG3316 DUCKY                               APPROX.11.0 KM 0845418.8 |
 DG3339|---------------------------------------------------------------------|
 DG3339
 DG3339                          SUPERSEDED SURVEY CONTROL
 DG3339
 DG3339  NAD 83(1994)-  33 55 16.22566(N)    084 55 57.77934(W) AD(       ) 1
 DG3339  NAD 83(1986)-  33 55 16.22685(N)    084 55 57.77744(W) AD(       ) 1
 DG3339  NAD 27      -  33 55 15.85313(N)    084 55 57.98554(W) AD(       ) 1
 DG3339  NGVD 29 (07/19/86)  380.2    (m)         1247.     (f) VERT ANG       
 DG3339
 DG3339.Superseded values are not recommended for survey control.
 DG3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3339.See file dsdata.txt to determine how the superseded data were derived.
 DG3339
 DG3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9110155340(NAD 83)
 DG3339_MARKER: DD = SURVEY DISK
 DG3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3339+STABILITY: SURFACE MOTION
 DG3339
 DG3339  HISTORY     - Date     Condition        Report By
 DG3339  HISTORY     - 1973     MONUMENTED       GADT
 DG3339
 DG3339                          STATION DESCRIPTION
 DG3339
 DG3339'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3339'THE STATION IS LOCATED AIRLINE ABOUT 8.5 MILES SOUTHEAST OF
 DG3339'ROCKMART, 5.4 MILES WEST OF DALLAS, AND 3.1 MILES EAST OF
 DG3339'YORKVILLE ON THE PROPERTY OF MR. D.E. FORRISTER.
 DG3339'
 DG3339'TO REACH FROM THE PAULDING COUNTY COURTHOUSE IN DALLAS, GO WEST
 DG3339'ON U.S. 278 FOR 2.9 MILES TO COUNTY ROAD 116 ON THE RIGHT.  KEEP
 DG3339'STRAIGHT AHEAD ON U.S. 278 FOR 2.5 MILES TO A DRIVE WAY ON THE
 DG3339'LEFT.  TURN LEFT INTO THE DRIVE AND GO SOUTH FOR ABOUT 100
 DG3339'FEET.  THE MARK IS ABOUT 100 FEET ON THE RIGHT IN THE PASTURE.
 DG3339'
 DG3339'THE STATION IS A STANDARD DISK STAMPED 110-216 AND SET IN A
 DG3339'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3339'UNDERGROUND MARK HAS BEEN SET IN AN IRREGULAR MASS OF CONCRETE
 DG3339'ABOUT 0.80 METERS BELOW THE STATION.  THE UNDERGROUND MARK IS
 DG3339'ALSO STAMPED 110-216.
 DG3339'
 DG3339'THE STATION IS LOCATED 92.2 FEET WEST OF A FENCE, 104.6 FEET
 DG3339'SOUTHWEST OF A POWER POLE, 50.5 FEET SOUTHEAST OF A 10-INCH PINE
 DG3339'TREE, AND 75.1 FEET SOUTH OF A FENCE.
 DG3339'
 DG3339'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3339'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
 DG3339'
 DG3339'THE UNDERGROUND MARK IS A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3322 ***********************************************************************
 DG3322  DESIGNATION -  BV 110 219
 DG3322  PID         -  DG3322
 DG3322  STATE/COUNTY-  GA/PAULDING
 DG3322  USGS QUAD   -  NEBO (1982)
 DG3322
 DG3322                         *CURRENT SURVEY CONTROL
 DG3322  ___________________________________________________________________
 DG3322* NAD 83(1994)-  33 51 34.46302(N)    084 50 38.73281(W)     ADJUSTED  
 DG3322* NAVD 88     -       360.6    (meters)    1183.     (feet)  VERTCON   
 DG3322  ___________________________________________________________________
 DG3322  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DG3322  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG3322
 DG3322  HORZ ORDER  -  FIRST
 DG3322
 DG3322.The horizontal coordinates were established by classical geodetic methods
 DG3322.and adjusted by the National Geodetic Survey in September 1997..
 DG3322
 DG3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3322
 DG3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3322
 DG3322.The geoid height was determined by GEOID03.
 DG3322
 DG3322;                    North         East     Units Scale Factor Converg.
 DG3322;SPC GA W     -   428,135.394   637,319.079   MT  0.99994842   -0 22 38.8
 DG3322;SPC GA W     - 1,404,640.87  2,090,937.68   sFT  0.99994842   -0 22 38.8
 DG3322;UTM  16      - 3,748,677.062   699,438.394   MT  1.00009036   +1 12 05.7
 DG3322
 DG3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3322!SPC GA W     -   0.99994798  x   0.99994842  =   0.99989640
 DG3322!UTM  16      -   0.99994798  x   1.00009036  =   1.00003833
 DG3322
 DG3322:                Primary Azimuth Mark                     Grid Az
 DG3322:SPC GA W     -  BV 110 219 AZ MK                         020 35 41.8
 DG3322:UTM  16      -  BV 110 219 AZ MK                         019 00 57.3
 DG3322
 DG3322|---------------------------------------------------------------------|
 DG3322| PID    Reference Object                     Distance      Geod. Az  |
 DG3322|                                                           dddmmss.s |
 DG3322| CY9705 BV 110 219 AZ MK                                   0201303.0 |
 DG3322|---------------------------------------------------------------------|
 DG3322
 DG3322                          SUPERSEDED SURVEY CONTROL
 DG3322
 DG3322  NAD 83(1994)-  33 51 34.46782(N)    084 50 38.73392(W) AD(       ) 1
 DG3322  NAD 83(1986)-  33 51 34.46913(N)    084 50 38.73220(W) AD(       ) 1
 DG3322  NAD 27      -  33 51 34.09314(N)    084 50 38.95009(W) AD(       ) 1
 DG3322  NGVD 29 (07/19/86)  360.5    (m)         1183.     (f) VERT ANG       
 DG3322
 DG3322.Superseded values are not recommended for survey control.
 DG3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3322.See file dsdata.txt to determine how the superseded data were derived.
 DG3322
 DG3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9943848677(NAD 83)
 DG3322_MARKER: DD = SURVEY DISK
 DG3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3322
 DG3322  HISTORY     - Date     Condition        Report By
 DG3322  HISTORY     - 1973     MONUMENTED       GADT
 DG3322
 DG3322                          STATION DESCRIPTION
 DG3322
 DG3322'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3322'THE STATION IS LOCATED 4.3 MILES SOUTH OF DALLAS, AND 5.0 MILES
 DG3322'WEST OF HIRAM.
 DG3322'
 DG3322'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN DALLAS, GO
 DG3322'SOUTH ON STATE ROUTE 61 FOR 0.95 MILE TO THE JUNCTION OF STATE
 DG3322'ROUTES 61 AND 6 SPUR.  BEAR RIGHT AND CONTINUE SOUTH ON STATE
 DG3322'ROUTE 61 FOR 3.70 MILES TO COUNTY ROAD 92337 AT A
 DG3322'CROSSROAD.  CONTINUE AHEAD ON STATE ROUTE 61 FOR 0.2 MILE TO
 DG3322'BETHANY CHRISTIAN CHURCH ON THE RIGHT AND THE AZIMUTH MARK IN
 DG3322'THE NORTHEAST CORNER OF THE CEMETERY.  CONTINUE AHEAD ON STATE
 DG3322'ROUTE 61 FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 DG3322'INTO THE DRIVE AND THEN LEFT ALONG THE EDGE OF THE HIGHWAY
 DG3322'CUT FOR 0.1 MILE FOLLOWING THE CUT TO THE TOP OF A HILL AND
 DG3322'THE STATION.
 DG3322'
 DG3322'THE STATION IS A STANDARD DISK STAMPED 110-219, SET IN A 10
 DG3322'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3322'UNDERGROUND MARK IS A STANDARD DISK STAMPED 110-219, SET IN AN
 DG3322'IRREGULAR MASS OF CONCRETE APPROXIMATELY ONE METER BELOW THE
 DG3322'GROUND.  THE STATION IS 52.0 FEET WEST OF THE CENTERLINE OF
 DG3322'STATE ROUTE 61, 29.0 FEET SOUTHWEST OF A BURIED CABLE MARKER,
 DG3322'53.9 FEET SOUTH OF A UTILITY POLE, 23.2 FEET NORTHEAST OF A 10
 DG3322'INCH OAK TREE, 14.5 FEET NORTHEAST OF A 6 INCH PINE TREE, AND
 DG3322'13.0 FEET WEST OF THE HIGHWAY CUT.
 DG3322'
 DG3322'THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE NORTH OF THE STATION
 DG3322'ALONG STATE ROUTE 61 AT BETHANY CHRISTIAN CHURCH.  IT IS 40
 DG3322'YARDS WEST OF THE CENTERLINE OF STATE ROUTE 61, 9.0 FEET SOUTH OF
 DG3322'THE NORTHEAST CORNER OF A BRICK WALL, 1.0 FOOT EAST OF A BRICK
 DG3322'WALL, 315 FEET SOUTH OF A UTILITY POLE, AND 8.2 FEET NORTH OF A
 DG3322'GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3324 ***********************************************************************
 DG3324  DESIGNATION -  BV 110 220 GAHD 1973
 DG3324  PID         -  DG3324
 DG3324  STATE/COUNTY-  GA/PAULDING
 DG3324  USGS QUAD   -  NEW GEORGIA (1982)
 DG3324
 DG3324                         *CURRENT SURVEY CONTROL
 DG3324  ___________________________________________________________________
 DG3324* NAD 83(1994)-  33 48 32.21445(N)    084 53 29.67308(W)     ADJUSTED  
 DG3324* NAVD 88     -       354.5    (meters)    1163.     (feet)  VERTCON   
 DG3324  ___________________________________________________________________
 DG3324  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DG3324  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG3324
 DG3324  HORZ ORDER  -  SECOND
 DG3324
 DG3324.The horizontal coordinates were established by classical geodetic methods
 DG3324.and adjusted by the National Geodetic Survey in September 1997..
 DG3324
 DG3324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3324
 DG3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3324
 DG3324.The geoid height was determined by GEOID03.
 DG3324
 DG3324;                    North         East     Units Scale Factor Converg.
 DG3324;SPC GA W     -   422,550.492   632,885.886   MT  0.99995551   -0 24 12.1
 DG3324;SPC GA W     - 1,386,317.74  2,076,393.11   sFT  0.99995551   -0 24 12.1
 DG3324;UTM  16      - 3,742,971.469   695,160.128   MT  1.00006955   +1 10 24.8
 DG3324
 DG3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3324!SPC GA W     -   0.99994893  x   0.99995551  =   0.99990444
 DG3324!UTM  16      -   0.99994893  x   1.00006955  =   1.00001847
 DG3324
 DG3324|---------------------------------------------------------------------|
 DG3324| PID    Reference Object                     Distance      Geod. Az  |
 DG3324|                                                           dddmmss.s |
 DG3324| DG3326 193 CMN USGS 1973                    65.155 METERS 15443     |
 DG3324| DG3328 BV 110 210                          APPROX. 5.8 KM 3291159.0 |
 DG3324|---------------------------------------------------------------------|
 DG3324
 DG3324                          SUPERSEDED SURVEY CONTROL
 DG3324
 DG3324  NAD 83(1994)-  33 48 32.21866(N)    084 53 29.67365(W) AD(       ) 2
 DG3324  NAD 83(1986)-  33 48 32.21983(N)    084 53 29.67192(W) AD(       ) 2
 DG3324  NAD 27      -  33 48 31.83682(N)    084 53 29.88334(W) AD(       ) 2
 DG3324  NGVD 29 (07/19/86)  354.4    (m)         1163.     (f) VERT ANG       
 DG3324
 DG3324.Superseded values are not recommended for survey control.
 DG3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3324.See file dsdata.txt to determine how the superseded data were derived.
 DG3324
 DG3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9516042971(NAD 83)
 DG3324_MARKER: DD = SURVEY DISK
 DG3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3324+STABILITY: SURFACE MOTION
 DG3324
 DG3324  HISTORY     - Date     Condition        Report By
 DG3324  HISTORY     - 1973     MONUMENTED       GADT
 DG3324
 DG3324                          STATION DESCRIPTION
 DG3324
 DG3324'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3324'THE STATION IS LOCATED AIRLINE ABOUT 8.0 MILES SOUTH OF DALLAS,
 DG3324'5.0 MILES WEST OF HIRAM, AND 5.5 MILES NORTH OF VILLA RICA.
 DG3324'
 DG3324'TO REACH FROM THE JUNCTION OF U.S. 278 AND STATE ROUTE 61 AT
 DG3324'THE PAULDING COUNTY COURTHOUSE IN DALLAS, GO SOUTH ON STATE
 DG3324'ROUTE 61 FOR 0.95 MILES TO THE JUNCTION OF STATE ROUTE 61
 DG3324'SPUR.  BEAR RIGHT AND CONTINUE SOUTH ON STATE ROUTE 61 FOR 3.9
 DG3324'MILES TO BETHANY CHRISTIAN CHURCH ON THE RIGHT.  CONTINUE AHEAD
 DG3324'SOUTH ON STATE ROUTE 61 FOR 4.85 MILES TO A CROSSROADS, BEING
 DG3324'STATE ROUTE 61 CONNECTOR ON THE LEFT AND COUNTY ROAD 215 ON THE
 DG3324'RIGHT.  TURN RIGHT AND GO WEST ON COUNTY ROAD 215 FOR 0.1
 DG3324'MILES TO NEW GEORGIA CHURCH ON THE LEFT AND THE STATION IN THE
 DG3324'NORTHEAST CORNER OF THE CEMETERY.
 DG3324'
 DG3324'THE STATION IS LOCATED 98.0 FEET SOUTH OF THE CENTER OF COUNTY
 DG3324'ROAD 215, 43.6 FEET WEST OF A UTILITY POLE, 62.6 FEET SOUTHWEST
 DG3324'OF A 30-INCH OAK, 45.8 FEET SOUTH OF A 24-INCH OAK, 60.5 FEET
 DG3324'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, AND 2.0 FEET
 DG3324'NORTHWEST OF THE CORNER OF A CONCRETE RETAINING WALL.
 DG3324'
 DG3324'THE STATION IS A STANDARD DISK, STAMPED 110-220, SET IN A
 DG3324'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3324'UNDERGROUND MARK, A STANDARD DISK STAMPED 110-220, IS SET IN AN
 DG3324'IRREGULAR MASS OF CONCRETE ABOUT 0.9 METERS BELOW THE STATION.
 DG3324'
 DG3324'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 DG3324'110-210 (GAHD) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3228 ***********************************************************************
 DG3228  DESIGNATION -  BV 110 221 GAHD 1973
 DG3228  PID         -  DG3228
 DG3228  STATE/COUNTY-  GA/PAULDING
 DG3228  USGS QUAD   -  AUSTELL (1992)
 DG3228
 DG3228                         *CURRENT SURVEY CONTROL
 DG3228  ___________________________________________________________________
 DG3228* NAD 83(1994)-  33 48 53.50447(N)    084 43 53.84711(W)     ADJUSTED  
 DG3228* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 DG3228  ___________________________________________________________________
 DG3228  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DG3228  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DG3228
 DG3228  HORZ ORDER  -  SECOND
 DG3228
 DG3228.The horizontal coordinates were established by classical geodetic methods
 DG3228.and adjusted by the National Geodetic Survey in September 1997..
 DG3228
 DG3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3228
 DG3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3228
 DG3228.The geoid height was determined by GEOID03.
 DG3228
 DG3228;                    North         East     Units Scale Factor Converg.
 DG3228;SPC GA W     -   423,113.645   647,698.466   MT  0.99993371   -0 18 51.9
 DG3228;SPC GA W     - 1,388,165.35  2,124,990.72   sFT  0.99993371   -0 18 51.9
 DG3228;UTM  16      - 3,743,942.237   709,953.993   MT  1.00014345   +1 15 46.2
 DG3228
 DG3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3228!SPC GA W     -   0.99995541  x   0.99993371  =   0.99988913
 DG3228!UTM  16      -   0.99995541  x   1.00014345  =   1.00009886
 DG3228
 DG3228:                Primary Azimuth Mark                     Grid Az
 DG3228:SPC GA W     -  DOUGLASVILLE BEULAH BAP CH               146 37 08.9
 DG3228:UTM  16      -  DOUGLASVILLE BEULAH BAP CH               145 02 30.8
 DG3228
 DG3228|---------------------------------------------------------------------|
 DG3228| PID    Reference Object                     Distance      Geod. Az  |
 DG3228|                                                           dddmmss.s |
 DG3228| DG3224 DOUGLASVILLE BEULAH BAP CH          APPROX. 4.7 KM 1461817.0 |
 DG3228| DG1093 BEULAH RM 4                         APPROX. 4.7 KM 1472300.6 |
 DG3228| DG3223 DOUGLASVILLE E MUN TANK             APPROX. 6.9 KM 1855647.5 |
 DG3228|---------------------------------------------------------------------|
 DG3228
 DG3228                          SUPERSEDED SURVEY CONTROL
 DG3228
 DG3228  NAD 83(1994)-  33 48 53.50962(N)    084 43 53.84805(W) AD(       ) 2
 DG3228  NAD 83(1986)-  33 48 53.51033(N)    084 43 53.84705(W) AD(       ) 2
 DG3228  NAD 27      -  33 48 53.12877(N)    084 43 54.07830(W) AD(       ) 2
 DG3228  NGVD 29 (07/19/86)  313.3    (m)         1028.     (f) VERT ANG       
 DG3228
 DG3228.Superseded values are not recommended for survey control.
 DG3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3228.See file dsdata.txt to determine how the superseded data were derived.
 DG3228
 DG3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0995443942(NAD 83)
 DG3228_MARKER: DD = SURVEY DISK
 DG3228_SETTING: 0 = UNSPECIFIED SETTING
 DG3228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3228
 DG3228  HISTORY     - Date     Condition        Report By
 DG3228  HISTORY     - 1973     MONUMENTED       GADT
 DG3228
 DG3228                          STATION DESCRIPTION
 DG3228
 DG3228'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3228'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF DOUGLASVILLE,
 DG3228'GEORGIA, 5.5 MILES WEST OF AUSTELL, GEORGIA, 5.5 MILES SOUTHWEST
 DG3228'OF POWDER SPRINGS, GEORGIA ON THE PROPERTY OF MR. RAY E. TIDWELL.
 DG3228'
 DG3228'TO REACH FROM THE DOUGLAS COUNTY COURTHOUSE IN DOUGLASVILLE, GO
 DG3228'EAST ON U.S. 78 AND GEORGIA 5 0.2 MILES TO THE INTERSECTION OF
 DG3228'GEORGIA 92 ON THE LEFT.  TURN LEFT AND GO NORTH ON GEORGIA 92
 DG3228'3.3 MILES TO THE INTERSECTION OF COUNTY ROAD 283.  TURN RIGHT
 DG3228'AND GO NORTHEAST ON COUNTY ROAD 283 0.65 MILES TO A DIRT ROAD ON
 DG3228'THE RIGHT.  CONTINUE STRAIGHT AHEAD ON COUNTY ROAD 283 TO A
 DG3228'DRIVE WAY ON THE LEFT WITH TWO (2) LARGE TREES ON EITHER SIDE
 DG3228'OF THE DRIVE WAY.  TURN LEFT INTO THE DRIVE WAY AND GO
 DG3228'NORTHEAST 0.5 MILES THROUGH THE YARD AND UP A HILL ON A
 DG3228'WOODS ROAD.  KEEP LEFT WHERE WOODS ROAD FORKS AND GO THROUGH A
 DG3228'GAP IN THE FENCE AND INTO A PASTURE.  THE STATION IS LOCATED
 DG3228'ABOUT 40 FEET THROUGH THE GAP.
 DG3228'
 DG3228'THE STATION IS LOCATED 57.9 FEET WEST OF THE SOUTH GAP POST,
 DG3228'57.1 FEET SOUTH OF A 12 INCH PINE TREE ON THE NORTH END OF THE
 DG3228'GAP, AND 103.2 FEET SOUTHEAST OF A 16 INCH PINE TREE.  IT IS A
 DG3228'STANDARD DISK STAMPED 110-221 SET IN THE TOP OF A 10 INCH
 DG3228'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG3228'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 DG3228'CONCRETE ABOUT 0.8 METER BELOW THE SURFACE OF THE GROUND.
 DG3228'
 DG3228'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3228'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3321 ***********************************************************************
 DG3321  DESIGNATION -  BV 110 222 GAHD 1973
 DG3321  PID         -  DG3321
 DG3321  STATE/COUNTY-  GA/PAULDING
 DG3321  USGS QUAD   -  NEBO (1982)
 DG3321
 DG3321                         *CURRENT SURVEY CONTROL
 DG3321  ___________________________________________________________________
 DG3321* NAD 83(1994)-  33 51 51.63823(N)    084 47 32.08546(W)     ADJUSTED  
 DG3321* NAVD 88     -       361.0    (meters)    1184.     (feet)  VERTCON   
 DG3321  ___________________________________________________________________
 DG3321  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DG3321  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DG3321
 DG3321  HORZ ORDER  -  SECOND
 DG3321
 DG3321.The horizontal coordinates were established by classical geodetic methods
 DG3321.and adjusted by the National Geodetic Survey in September 1997..
 DG3321
 DG3321.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3321
 DG3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3321
 DG3321.The geoid height was determined by GEOID03.
 DG3321
 DG3321;                    North         East     Units Scale Factor Converg.
 DG3321;SPC GA W     -   428,634.146   642,119.631   MT  0.99994129   -0 20 55.0
 DG3321;SPC GA W     - 1,406,277.19  2,106,687.49   sFT  0.99994129   -0 20 55.0
 DG3321;UTM  16      - 3,749,308.016   704,224.131   MT  1.00011418   +1 13 50.3
 DG3321
 DG3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3321!SPC GA W     -   0.99994792  x   0.99994129  =   0.99988922
 DG3321!UTM  16      -   0.99994792  x   1.00011418  =   1.00006210
 DG3321
 DG3321:                Primary Azimuth Mark                     Grid Az
 DG3321:SPC GA W     -  LOST MOUNTAIN RESET                      043 43 29.3
 DG3321:UTM  16      -  LOST MOUNTAIN RESET                      042 08 44.0
 DG3321
 DG3321|---------------------------------------------------------------------|
 DG3321| PID    Reference Object                     Distance      Geod. Az  |
 DG3321|                                                           dddmmss.s |
 DG3321| DG3231 LOST MOUNTAIN RESET                 APPROX.12.8 KM 0432234.3 |
 DG3321| DG3221 POWDER SPRINGS MUNICIPAL TANK       APPROX.10.4 KM 0932214.9 |
 DG3321| DG3219 CLARKSDALE CLARK THREAD CO TK       APPROX.13.0 KM 1060618.7 |
 DG3321| DG3224 DOUGLASVILLE BEULAH BAP CH          APPROX.12.5 KM 1384744.8 |
 DG3321|---------------------------------------------------------------------|
 DG3321
 DG3321                          SUPERSEDED SURVEY CONTROL
 DG3321
 DG3321  NAD 83(1994)-  33 51 51.64331(N)    084 47 32.08647(W) AD(       ) 2
 DG3321  NAD 83(1986)-  33 51 51.64392(N)    084 47 32.08557(W) AD(       ) 2
 DG3321  NAD 27      -  33 51 51.26783(N)    084 47 32.30908(W) AD(       ) 2
 DG3321  NGVD 29 (07/19/86)  360.9    (m)         1184.     (f) VERT ANG       
 DG3321
 DG3321.Superseded values are not recommended for survey control.
 DG3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3321.See file dsdata.txt to determine how the superseded data were derived.
 DG3321
 DG3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0422449308(NAD 83)
 DG3321_MARKER: DD = SURVEY DISK
 DG3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3321+STABILITY: SURFACE MOTION
 DG3321
 DG3321  HISTORY     - Date     Condition        Report By
 DG3321  HISTORY     - 1973     MONUMENTED       GADT
 DG3321
 DG3321                          STATION DESCRIPTION
 DG3321
 DG3321'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3321'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF DALLAS, 1.5
 DG3321'MILES WEST OF THE TOWN OF HIRAM, AND 13.0 MILES NORTHEAST OF
 DG3321'VILLA RICA.
 DG3321'
 DG3321'TO REACH FROM THE JUNCTION OF U.S. 278 AND STATE ROUTE 61 IN
 DG3321'DALLAS, GO SOUTH ON STATE ROUTE 61 0.9 MILES TO THE JUNCTION OF
 DG3321'STATE ROUTE 6 SPUR.  BEAR RIGHT ON STATE ROUTE 61 AND CONTINUE
 DG3321'SOUTH 3.75 MILES TO A CROSSROADS AND COUNTY ROAD 92337.  TURN
 DG3321'LEFT AND GO EAST ON COUNTY ROAD 92337 2.95 MILES TO A DRIVE ON
 DG3321'THE RIGHT AT WHITE FRAME HOUSE WITH DOUBLE GARAGE.  TURN INTO
 DG3321'DRIVE AND GO SOUTH TO THE GARAGE AND END OF TRUCK TRAVEL.  FROM
 DG3321'THE GARAGE PACK SOUTH ABOUT SIXTY PACES TO A SHED, CONTINUE
 DG3321'SOUTH ABOUT FORTY PACES TO A FENCE CORNER.  CROSS FENCE AND
 DG3321'CONTINUE SOUTH ABOUT SIXTEEN PACES TO A U SHAPED TURN IN
 DG3321'FENCE, NEAR TERRACE RUNNING TO WEST AND SOUTHEAST.  FOLLOW
 DG3321'TERRACE AND FENCELINE SOUTHEAST ABOUT FIFTY FEET TO THE MARK
 DG3321'IN THE TOP OF THE TERRACE.
 DG3321'
 DG3321'THE STATION IS A STANDARD DISK IN A 10-INCH POURED CYLINDRICAL
 DG3321'CONCRETE POST.  A SUB-SURFACE MARK WAS SET ABOUT 40-INCHES BELOW
 DG3321'GROUND.  THE SURFACE AND UNDERGROUND MARK ARE STAMPED 110-222.
 DG3321'
 DG3321'THE STATION IS 199.3 FEET SOUTHWEST OF A FENCE CORNER, 102.6
 DG3321'FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 49.4 FEET
 DG3321'SOUTH-SOUTHEAST OF A RAILROAD TIE FENCE CORNER, 208.2 FEET
 DG3321'SOUTHEAST OF A 10-INCH PINE, AND 1.7 FEET SOUTHWEST OF THE FENCE.
 DG3321'
 DG3321'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3321'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2725 ***********************************************************************
 CL2725  DESIGNATION -  BV 111 200
 CL2725  PID         -  CL2725
 CL2725  STATE/COUNTY-  GA/PEACH
 CL2725  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2725
 CL2725                         *CURRENT SURVEY CONTROL
 CL2725  ___________________________________________________________________
 CL2725* NAD 83(1994)-  32 32 32.01864(N)    083 53 15.00908(W)     ADJUSTED  
 CL2725* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 CL2725  ___________________________________________________________________
 CL2725  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CL2725  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CL2725
 CL2725  HORZ ORDER  -  SECOND
 CL2725
 CL2725.The horizontal coordinates were established by classical geodetic methods
 CL2725.and adjusted by the National Geodetic Survey in September 1997..
 CL2725
 CL2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2725
 CL2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2725
 CL2725.The geoid height was determined by GEOID03.
 CL2725
 CL2725;                    North         East     Units Scale Factor Converg.
 CL2725;SPC GA W     -   281,873.657   726,220.097   MT  0.99990847   +0 09 00.6
 CL2725;SPC GA W     -   924,780.49  2,382,607.10   sFT  0.99990847   +0 09 00.6
 CL2725;UTM  17      - 3,604,217.626   228,828.512   MT  1.00050686   -1 33 15.1
 CL2725
 CL2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2725!SPC GA W     -   0.99997983  x   0.99990847  =   0.99988830
 CL2725!UTM  17      -   0.99997983  x   1.00050686  =   1.00048668
 CL2725
 CL2725|---------------------------------------------------------------------|
 CL2725| PID    Reference Object                     Distance      Geod. Az  |
 CL2725|                                                           dddmmss.s |
 CL2725| CL2726 BV 111 200 GADT 1974 PTA             22.874 METERS 01425     |
 CL2725| CY7566 BV 111 200 AZ MK                                   0234043.3 |
 CL2725| CL2707 FORT VALLEY BIBB CO TANK            APPROX. 2.5 KM 1330050.1 |
 CL2725|---------------------------------------------------------------------|
 CL2725
 CL2725                          SUPERSEDED SURVEY CONTROL
 CL2725
 CL2725  NAD 83(1986)-  32 32 32.02307(N)    083 53 15.00763(W) AD(       ) 2
 CL2725  NAD 27      -  32 32 31.49002(N)    083 53 15.33705(W) AD(       ) 2
 CL2725  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 CL2725
 CL2725.Superseded values are not recommended for survey control.
 CL2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2725.See file dsdata.txt to determine how the superseded data were derived.
 CL2725
 CL2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2882904218(NAD 83)
 CL2725_MARKER: DD = SURVEY DISK
 CL2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2725+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 CL2725
 CL2725  HISTORY     - Date     Condition        Report By
 CL2725  HISTORY     - 1974     MONUMENTED       GADT
 CL2725  HISTORY     - 20041226 GOOD             METRIC
 CL2725
 CL2725                          STATION DESCRIPTION
 CL2725
 CL2725'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2725'THE STATION IS LOCATED IN FORT VALLEY, ON THE PROPERTY OF HOUSING
 CL2725'SYSTEMS INCORPORATED.  CONTACT THE MANAGER MR. HARVEY BANNISTER,
 CL2725'PHONE 912-825-2416, 701 EDWARD STREET, FORT VALLEY, GEORGIA.
 CL2725'
 CL2725'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 49
 CL2725'AND U.S. HIGHWAY 341, LOCATED IN FORT VALLEY, GO SOUTHEASTERLY
 CL2725'ALONG U.S. HIGHWAY 341 FOR 0.65 MILE TO THE INTERSECTION OF
 CL2725'U.S. HIGHWAY 341 AND SPRUCE STREET TO THE RIGHT.  TURN RIGHT,
 CL2725'TRAVELING IN A SOUTHWESTERLY DIRECTION FOR 0.45 MILE TO THE
 CL2725'INTERSECTION OF PERRY RAILROAD STREET ON THE LEFT.  CONTINUE
 CL2725'SOUTHWESTERLY ON SPRUCE STREET FOR 0.15 MILE TO THE JUNCTION OF
 CL2725'EDWARDS STREET TO THE LEFT.  TURN LEFT ON EDWARDS STREET,
 CL2725'TRAVELING IN A SOUTHERLY DIRECTION FOR 0.2 MILE TO THE
 CL2725'JUNCTION OF THE ENTRANCE TO A HOUSING SYSTEMS INCORPORATED
 CL2725'APARTMENT COMPLEX TO THE LEFT.  TURN LEFT, ENTERING THE
 CL2725'APARTMENT COMPLEX AND GOING EASTERLY ALONG THE ENTRANCE ROAD
 CL2725'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CL2725'
 CL2725'THE STATION IS LOCATED 96.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2725'THE ROAD, 10.5 FEET EAST OF A WITNESS POST, 12.5 FEET NORTHEAST
 CL2725'OF THE NORTHERNMOST NORTHEAST CORNER OF THE APARTMENT BUILDING
 CL2725'C-2, 20.5 FEET NORTH-NORTHEAST OF THE EASTERNMOST NORTHEAST
 CL2725'CORNER OF THE BUILDING, AND 46.0 FEET SOUTHWEST OF A 4 INCH METAL
 CL2725'LAMP POLE.  THE STATION IS A STANDARD BRASS DISK STAMPED
 CL2725'111-200, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2725'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 CL2725'A STANDARD DISK STAMPED 111-200, SET IN AN IRREGULAR MASS OF
 CL2725'CONCRETE APPROXIMATELY .75 METER BELOW THE SURFACE OF THE
 CL2725'GROUND.
 CL2725'
 CL2725'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF SPRUCE STREET
 CL2725'AND PERRY RAILROAD STREET, GO SOUTH ALONG PERRY RAILROAD STREET
 CL2725'FOR 0.2 MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 2.2
 CL2725'FEET SOUTHWEST OF THE CENTERLINE OF THE STREET, 19.0 FEET
 CL2725'SOUTHWEST OF THE CENTERLINE OF THE RAILROAD TRACKS, 44.0 FEET
 CL2725'EAST OF A 20 INCH FORKED PECAN TREE, AND 28.5 FEET EAST OF A 12
 CL2725'INCH PECAN TREE.  THE MARK IS A STANDARD DISK STAMPED 111-200
 CL2725'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2725'FLUSH WITH THE SURFACE OF THE GROUND.
 CL2725
 CL2725                          STATION RECOVERY (2004)
 CL2725
 CL2725'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2725'ADDITIONAL LOCAL TIES-
 CL2725'33 FEET WEST OF CHAIN LINK FENCE, 35 FEET WEST-NORTHWEST OF A POWER
 CL2725'POLE WITH SECURITY LIGHT, 52 FEET EAST-NORTHEAST OF THE NORTHERN MOST
 CL2725'NORTHWEST CORNER OF BUILDING C-2, AND ABOUT 2 INCHES BELOW THE LAWN
 CL2725'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2708 ***********************************************************************
 CL2708  DESIGNATION -  BV 111 201
 CL2708  PID         -  CL2708
 CL2708  STATE/COUNTY-  GA/PEACH
 CL2708  USGS QUAD   -  FORT VALLEY EAST (1974)
 CL2708
 CL2708                         *CURRENT SURVEY CONTROL
 CL2708  ___________________________________________________________________
 CL2708* NAD 83(1994)-  32 33 13.43127(N)    083 47 35.93471(W)     ADJUSTED  
 CL2708* NAVD 88     -       142.     (meters)     466.     (feet)  VERTCON   
 CL2708  ___________________________________________________________________
 CL2708  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CL2708  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CL2708
 CL2708  HORZ ORDER  -  SECOND
 CL2708
 CL2708.The horizontal coordinates were established by classical geodetic methods
 CL2708.and adjusted by the National Geodetic Survey in September 1997..
 CL2708
 CL2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2708
 CL2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2708
 CL2708.The geoid height was determined by GEOID03.
 CL2708
 CL2708;                    North         East     Units Scale Factor Converg.
 CL2708;SPC GA W     -   283,176.337   735,062.083   MT  0.99991515   +0 12 03.2
 CL2708;SPC GA W     -   929,054.37  2,411,616.18   sFT  0.99991515   +0 12 03.2
 CL2708;UTM  17      - 3,605,257.301   237,710.359   MT  1.00044842   -1 30 14.1
 CL2708
 CL2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2708!SPC GA W     -   0.99998191  x   0.99991515  =   0.99989706
 CL2708!UTM  17      -   0.99998191  x   1.00044842  =   1.00043032
 CL2708
 CL2708:                Primary Azimuth Mark                     Grid Az
 CL2708:SPC GA W     -  BV 111 201 AZ MK                         089 56 24.5
 CL2708:UTM  17      -  BV 111 201 AZ MK                         091 38 41.8
 CL2708
 CL2708|---------------------------------------------------------------------|
 CL2708| PID    Reference Object                     Distance      Geod. Az  |
 CL2708|                                                           dddmmss.s |
 CL2708| CY7567 BV 111 201 AZ MK                                   0900827.7 |
 CL2708| CL2709 BV 111 201 GADT 1974 PTA             24.397 METERS 27919     |
 CL2708|---------------------------------------------------------------------|
 CL2708
 CL2708                          SUPERSEDED SURVEY CONTROL
 CL2708
 CL2708  NAD 83(1986)-  32 33 13.43561(N)    083 47 35.93309(W) AD(       ) 2
 CL2708  NAD 27      -  32 33 12.90603(N)    083 47 36.26162(W) AD(       ) 2
 CL2708  NGVD 29 (07/19/86)  142.     (m)          466.     (f) VERT ANG       
 CL2708
 CL2708.Superseded values are not recommended for survey control.
 CL2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2708.See file dsdata.txt to determine how the superseded data were derived.
 CL2708
 CL2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3771005257(NAD 83)
 CL2708_MARKER: DD = SURVEY DISK
 CL2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2708
 CL2708  HISTORY     - Date     Condition        Report By
 CL2708  HISTORY     - 1974     MONUMENTED       GADT
 CL2708
 CL2708                          STATION DESCRIPTION
 CL2708
 CL2708'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2708'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES EAST OF FORT
 CL2708'VALLEY, 7-1/4 MILES SOUTHWEST OF BYRON, AND 10-1/2 MILES
 CL2708'NORTH-NORTHWEST OF PERRY ON STATE RIGHT OF WAY.
 CL2708'
 CL2708'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75
 CL2708'AND STATE ROUTE 96, LOCATED ABOUT 8-1/4 MILES EAST OF FORT
 CL2708'VALLEY, TRAVEL WESTERLY ALONG STATE ROUTE 96, FOR 1.15 MILES TO
 CL2708'THE MOSSY CREEK BRIDGE.  CONTINUE WESTERLY ALONG STATE ROUTE 96
 CL2708'FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CL2708'WESTERLY ALONG STATE ROUTE 96 FOR 0.55 MILE TO THE STATION ON THE
 CL2708'LEFT.
 CL2708'
 CL2708'THE STATION IS A STANDARD BRASS DISK STAMPED 111-201, SET IN
 CL2708'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2708'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2708'STAMPED 111-201, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2708'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2708'LOCATED 39 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 96, 4
 CL2708'FEET NORTH OF A WITNESS POST, 235 FEET WEST OF A POWER POLE,
 CL2708'349 FEET WEST OF THE CENTERLINE OF A FIELD ROAD TO THE SOUTH,
 CL2708'AND 407 FEET WEST OF HIGHWAY MILE POST 11.
 CL2708'
 CL2708'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 111-201 AZMK, SET
 CL2708'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2708'THE SURFACE OF THE GROUND.  IT IS LOCATED 37 FEET SOUTH OF THE
 CL2708'CENTERLINE OF STATE ROUTE 96, 3.2 FEET NORTH OF A WITNESS POST,
 CL2708'4.5 FEET NORTH OF A POWER POLE, AND 83 FEET SOUTHEAST OF A 3 FOOT
 CL2708'HIGH UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF
 CL2708'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2731 ***********************************************************************
 CL2731  DESIGNATION -  BV 111 202
 CL2731  PID         -  CL2731
 CL2731  STATE/COUNTY-  GA/PEACH
 CL2731  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2731
 CL2731                         *CURRENT SURVEY CONTROL
 CL2731  ___________________________________________________________________
 CL2731* NAD 83(1994)-  32 34 11.95649(N)    083 53 51.15511(W)     ADJUSTED  
 CL2731* NAVD 88     -       159.     (meters)     522.     (feet)  VERTCON   
 CL2731  ___________________________________________________________________
 CL2731  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CL2731  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CL2731
 CL2731  HORZ ORDER  -  SECOND
 CL2731
 CL2731.The horizontal coordinates were established by classical geodetic methods
 CL2731.and adjusted by the National Geodetic Survey in September 1997..
 CL2731
 CL2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2731
 CL2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2731
 CL2731.The geoid height was determined by GEOID03.
 CL2731
 CL2731;                    North         East     Units Scale Factor Converg.
 CL2731;SPC GA W     -   284,949.483   725,269.268   MT  0.99990787   +0 08 41.6
 CL2731;SPC GA W     -   934,871.76  2,379,487.59   sFT  0.99990787   +0 08 41.6
 CL2731;UTM  17      - 3,607,322.248   227,969.105   MT  1.00051261   -1 33 38.8
 CL2731
 CL2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2731!SPC GA W     -   0.99997921  x   0.99990787  =   0.99988708
 CL2731!UTM  17      -   0.99997921  x   1.00051261  =   1.00049181
 CL2731
 CL2731:                Primary Azimuth Mark                     Grid Az
 CL2731:SPC GA W     -  BV 111 202 AZ MK                         012 22 00.8
 CL2731:UTM  17      -  BV 111 202 AZ MK                         014 04 21.2
 CL2731
 CL2731|---------------------------------------------------------------------|
 CL2731| PID    Reference Object                     Distance      Geod. Az  |
 CL2731|                                                           dddmmss.s |
 CL2731| CY7568 BV 111 202 AZ MK                                   0123042.4 |
 CL2731| CL2730 BV 111 202 GADT 1974 PTA             12.180 METERS 14430     |
 CL2731| CL2734 FORT VALLEY CABLE TV MAST           APPROX. 3.3 KM 2730703.3 |
 CL2731|---------------------------------------------------------------------|
 CL2731
 CL2731                          SUPERSEDED SURVEY CONTROL
 CL2731
 CL2731  NAD 83(1986)-  32 34 11.96110(N)    083 53 51.15369(W) AD(       ) 2
 CL2731  NAD 27      -  32 34 11.43041(N)    083 53 51.48347(W) AD(       ) 2
 CL2731  NGVD 29 (07/19/86)  159.     (m)          522.     (f) VERT ANG       
 CL2731
 CL2731.Superseded values are not recommended for survey control.
 CL2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2731.See file dsdata.txt to determine how the superseded data were derived.
 CL2731
 CL2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2796907322(NAD 83)
 CL2731_MARKER: DD = SURVEY DISK
 CL2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2731
 CL2731  HISTORY     - Date     Condition        Report By
 CL2731  HISTORY     - 1974     MONUMENTED       GADT
 CL2731  HISTORY     - 20041226 MARK NOT FOUND   METRIC
 CL2731
 CL2731                          STATION DESCRIPTION
 CL2731
 CL2731'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2731'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF FORT VALLEY,
 CL2731'ON THE PROPERTY OF PEACH COUNTY.
 CL2731'
 CL2731'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 96, STATE
 CL2731'ROUTE 49, AND U.S. HIGHWAY 341 (STATE ROUTE 7) IN FORT VALLEY,
 CL2731'TRAVEL NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 1.3 MILES TO THE
 CL2731'JUNCTION OF KNOXVILLE STREET (COUNTY ROAD 40) TO THE LEFT.  TURN
 CL2731'LEFT, TRAVELING SOUTHERLY ALONG KNOXVILLE STREET FOR 0.35 MILE TO
 CL2731'THE JUNCTION OF MELROSE DRIVE TO THE RIGHT.  TURN RIGHT,
 CL2731'TRAVELING WESTERLY ALONG MELROSE DRIVE FOR 0.25 MILE TO A SCHOOL
 CL2731'AND THE STATION ON THE LEFT.
 CL2731'
 CL2731'THE STATION IS A STANDARD BRASS DISK STAMPED 111-202, SET IN THE
 CL2731'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2731'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2731'111-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.77
 CL2731'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 118.5
 CL2731'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTHEAST OF
 CL2731'A WITNESS POST, 3.0 FEET SOUTHEAST OF A POWER POLE, 64.0 FEET
 CL2731'WEST-NORTHWEST OF A 3 FORKED 6 INCH PECAN TREE ON THE NORTH
 CL2731'END OF THE EASTERNMOST SCHOOL BUILDING, AND 72.0 FEET
 CL2731'SOUTH-SOUTHEAST OF ANOTHER POWER POLE.
 CL2731'
 CL2731'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 341
 CL2731'AND KNOXVILLE STREET, PROCEED NORTHWESTERLY ALONG U.S. HIGHWAY
 CL2731'341 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 CL2731'DISK STAMPED 111-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2731'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CL2731'LOCATED 2.0 FEET SOUTHEAST OF A WITNESS POST, 42.0 FEET SOUTH OF
 CL2731'THE HIGHWAY, 12.5 FEET SOUTH OF THE SOUTH END OF A 24 INCH
 CL2731'CULVERT UNDER THE HIGHWAY, 3.0 FEET WEST OF A POWER POLE, 53.0
 CL2731'FEET EAST OF A 12 INCH FORKED MAGNOLIA TREE, AND 19.8 FEET
 CL2731'NORTHWEST OF AN 8 INCH MAGNOLIA TREE.
 CL2731
 CL2731                          STATION RECOVERY (2004)
 CL2731
 CL2731'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL2731'THERE APPEARS TO HAVE BEEN AN ADDITION TO THE SCHOOL BUILDING AND A
 CL2731'NEW, LOOP DRIVEWAY BUILT IN FRONT.  MEASUREMENTS FROM THE CENTER OF
 CL2731'THE ROAD AND THE ONLY PECAN TREE PLACE THE MARK UNDER THE NEW
 CL2731'DRIVEWAY.  NONE OF THE OTHER LOCAL REFERENCE TIES REMAIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2733 ***********************************************************************
 CL2733  DESIGNATION -  BV 111 203
 CL2733  PID         -  CL2733
 CL2733  STATE/COUNTY-  GA/CRAWFORD
 CL2733  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2733
 CL2733                         *CURRENT SURVEY CONTROL
 CL2733  ___________________________________________________________________
 CL2733* NAD 83(1994)-  32 34 14.58873(N)    083 56 41.68112(W)     ADJUSTED  
 CL2733* NAVD 88     -       173.     (meters)     568.     (feet)  VERTCON   
 CL2733  ___________________________________________________________________
 CL2733  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CL2733  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CL2733
 CL2733  HORZ ORDER  -  SECOND
 CL2733
 CL2733.The horizontal coordinates were established by classical geodetic methods
 CL2733.and adjusted by the National Geodetic Survey in September 1997..
 CL2733
 CL2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2733
 CL2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2733
 CL2733.The geoid height was determined by GEOID03.
 CL2733
 CL2733;                    North         East     Units Scale Factor Converg.
 CL2733;SPC GA W     -   285,020.304   720,821.455   MT  0.99990534   +0 07 09.8
 CL2733;SPC GA W     -   935,104.11  2,364,895.06   sFT  0.99990534   +0 07 09.8
 CL2733;UTM  17      - 3,607,525.556   223,522.610   MT  1.00054270   -1 35 10.9
 CL2733;UTM  16      - 3,607,817.505   786,825.238   MT  1.00061459   +1 38 44.9
 CL2733
 CL2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2733!SPC GA W     -   0.99997700  x   0.99990534  =   0.99988234
 CL2733!UTM  17      -   0.99997700  x   1.00054270  =   1.00051969
 CL2733!UTM  16      -   0.99997700  x   1.00061459  =   1.00059157
 CL2733
 CL2733:                Primary Azimuth Mark                     Grid Az
 CL2733:SPC GA W     -  FORT VALLEY SOU BELL MICROWAVE           035 28 33.7
 CL2733:UTM  17      -  FORT VALLEY SOU BELL MICROWAVE           037 10 54.4
 CL2733:UTM  16      -  FORT VALLEY SOU BELL MICROWAVE           033 56 58.6
 CL2733
 CL2733|---------------------------------------------------------------------|
 CL2733| PID    Reference Object                     Distance      Geod. Az  |
 CL2733|                                                           dddmmss.s |
 CL2733| CL2736 FORT VALLEY SOU BELL MICROWAVE      APPROX. 3.9 KM 0353543.5 |
 CL2733| CL2735 FORT VALLEY RAD STA WFPM MAST       APPROX. 3.8 KM 0805639.7 |
 CL2733| CL2734 FORT VALLEY CABLE TV MAST           APPROX. 1.2 KM 0850930.9 |
 CL2733| CL2732 BV 111 203 GADT 1974 PTA             27.481 METERS 09500     |
 CL2733| CY7569 BV 111 203 AZ MK                                   3545529.3 |
 CL2733|---------------------------------------------------------------------|
 CL2733
 CL2733                          SUPERSEDED SURVEY CONTROL
 CL2733
 CL2733  NAD 83(1986)-  32 34 14.59340(N)    083 56 41.67969(W) AD(       ) 2
 CL2733  NAD 27      -  32 34 14.06291(N)    083 56 42.00484(W) AD(       ) 2
 CL2733  NGVD 29 (07/19/86)  173.     (m)          568.     (f) VERT ANG       
 CL2733
 CL2733.Superseded values are not recommended for survey control.
 CL2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2733.See file dsdata.txt to determine how the superseded data were derived.
 CL2733
 CL2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2352307526(NAD 83)
 CL2733_MARKER: DD = SURVEY DISK
 CL2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2733
 CL2733  HISTORY     - Date     Condition        Report By
 CL2733  HISTORY     - 1974     MONUMENTED       GADT
 CL2733
 CL2733                          STATION DESCRIPTION
 CL2733
 CL2733'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2733'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST-NORTHWEST
 CL2733'OF FORT VALLEY, 11 MILES SOUTH-SOUTHEAST OF ROBERTA, AND 8-3/4
 CL2733'MILES EAST OF REYNOLDS ON THE PROPERTY OF MR. DONALD WAINWRIGHT
 CL2733'(PHONE 825-8571).
 CL2733'
 CL2733'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 96,
 CL2733'U.S. HIGHWAY 341, AND STATE ROUTE 49, IN FORT VALLEY, TRAVEL
 CL2733'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 1.25 MILES TO THE
 CL2733'JUNCTION OF COUNTY ROAD 92020 TO THE RIGHT.  CONTINUE
 CL2733'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 2.4 MILES TO THE JUNCTION
 CL2733'OF COUNTY ROAD 61 TO THE LEFT, JUST PAST THE PEACH-CRAWFORD
 CL2733'COUNTY LINE.  TURN LEFT, TRAVELING WESTERLY ALONG
 CL2733'COUNTY ROAD 61 FOR 1.45 MILES TO THE JUNCTION OF COUNTY ROAD
 CL2733'57 FORKING TO THE RIGHT.  CONTINUE SOUTH ALONG COUNTY ROAD
 CL2733'61 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CL2733'SOUTH ALONG COUNTY ROAD 61 FOR 0.35 MILE TO THE JUNCTION OF A
 CL2733'FIELD ROAD TO THE LEFT.  TURN LEFT ON THE FIELD ROAD, TRAVELING
 CL2733'EAST FOR 0.05 MILE TO THE STATION.
 CL2733'
 CL2733'THE STATION IS A STANDARD BRASS DISK STAMPED 111-203, SET IN
 CL2733'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2733'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2733'STAMPED 111-203, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2733'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2733'LOCATED IN THE CENTERLINE OF THE FIELD ROAD, 141.0 FEET EAST
 CL2733'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 CL2733'61 AND THE FIELD ROAD, 21.0 FEET NORTHEAST OF THE NORTHERNMOST
 CL2733'PEACH TREE IN THE SEVENTH ROW OF PEACH TREES EAST OF THE
 CL2733'COUNTY ROAD, 23.0 FEET NORTHWEST OF THE NORTHERNMOST TREE IN
 CL2733'THE EIGHTH ROW OF TREES, AND 168.0 FEET EAST OF A POWER POLE
 CL2733'ON THE WEST SIDE OF THE ROAD.
 CL2733'
 CL2733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 111-203 AZMK, SET
 CL2733'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2733'SURFACE OF THE GROUND.  IT IS LOCATED AT THE SOUTHWEST CORNER OF
 CL2733'A NEWLY PLANTED APPLE ORCHARD, 21.3 FEET EAST OF THE CENTERLINE OF
 CL2733'THE ROAD, 1.0 FOOT WEST OF A WITNESS POST, 40.5 FEET
 CL2733'EAST-NORTHEAST OF AN 8 INCH PINE TREE, 40.0 FEET EAST-SOUTHEAST OF
 CL2733'A 6 INCH PINE TREE.  THE TWO PINE TREES ARE LOCATED ON THE
 CL2733'WEST SIDE OF THE ROAD AND ARE 8 FEET APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2714 ***********************************************************************
 CL2714  DESIGNATION -  BV 111 204
 CL2714  PID         -  CL2714
 CL2714  STATE/COUNTY-  GA/PEACH
 CL2714  USGS QUAD   -  FORT VALLEY EAST (1974)
 CL2714
 CL2714                         *CURRENT SURVEY CONTROL
 CL2714  ___________________________________________________________________
 CL2714* NAD 83(1994)-  32 37 26.93827(N)    083 51 21.79045(W)     ADJUSTED  
 CL2714* NAVD 88     -       163.     (meters)     535.     (feet)  VERTCON   
 CL2714  ___________________________________________________________________
 CL2714  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CL2714  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CL2714
 CL2714  HORZ ORDER  -  SECOND
 CL2714
 CL2714.The horizontal coordinates were established by classical geodetic methods
 CL2714.and adjusted by the National Geodetic Survey in September 1997..
 CL2714
 CL2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2714
 CL2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2714
 CL2714.The geoid height was determined by GEOID03.
 CL2714
 CL2714;                    North         East     Units Scale Factor Converg.
 CL2714;SPC GA W     -   290,965.906   729,147.449   MT  0.99991047   +0 10 02.9
 CL2714;SPC GA W     -   954,610.64  2,392,211.26   sFT  0.99991047   +0 10 02.9
 CL2714;UTM  17      - 3,613,223.962   232,027.168   MT  1.00048557   -1 32 26.5
 CL2714
 CL2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2714!SPC GA W     -   0.99997861  x   0.99991047  =   0.99988908
 CL2714!UTM  17      -   0.99997861  x   1.00048557  =   1.00046416
 CL2714
 CL2714:                Primary Azimuth Mark                     Grid Az
 CL2714:SPC GA W     -  BV 111 204 AZ MK                         031 45 11.4
 CL2714:UTM  17      -  BV 111 204 AZ MK                         033 27 40.8
 CL2714
 CL2714|---------------------------------------------------------------------|
 CL2714| PID    Reference Object                     Distance      Geod. Az  |
 CL2714|                                                           dddmmss.s |
 CL2714| CY7570 BV 111 204 AZ MK                                   0315514.3 |
 CL2714| CL2736 FORT VALLEY SOU BELL MICROWAVE      APPROX. 6.7 KM 2453151.7 |
 CL2714| CL2715 BV 111 204 GADT 1974 PTA             12.121 METERS 27159     |
 CL2714|---------------------------------------------------------------------|
 CL2714
 CL2714                          SUPERSEDED SURVEY CONTROL
 CL2714
 CL2714  NAD 83(1986)-  32 37 26.94278(N)    083 51 21.78892(W) AD(       ) 2
 CL2714  NAD 27      -  32 37 26.41846(N)    083 51 22.12334(W) AD(       ) 2
 CL2714  NGVD 29 (07/19/86)  163.     (m)          535.     (f) VERT ANG       
 CL2714
 CL2714.Superseded values are not recommended for survey control.
 CL2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2714.See file dsdata.txt to determine how the superseded data were derived.
 CL2714
 CL2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3202713224(NAD 83)
 CL2714_MARKER: DD = SURVEY DISK
 CL2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2714
 CL2714  HISTORY     - Date     Condition        Report By
 CL2714  HISTORY     - 1974     MONUMENTED       GADT
 CL2714
 CL2714                          STATION DESCRIPTION
 CL2714
 CL2714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2714'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES NORTH-NORTHEAST
 CL2714'OF FORT VALLEY, 6 MILES WEST-SOUTHWEST OF BYRON, AND 11-1/4
 CL2714'MILES SOUTHEAST OF ROBERTA ON COUNTY RIGHT OF WAY.
 CL2714'
 CL2714'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 96, STATE
 CL2714'ROUTE 49, AND U.S. HIGHWAY 341 (FIVE POINTS) IN FORT VALLEY,
 CL2714'TRAVEL NORTHEASTERLY ALONG STATE ROUTE 49 FOR 2.7 MILES TO THE
 CL2714'JUNCTION OF VINSON ROAD (COUNTY ROAD 53) TO THE LEFT.  TURN LEFT,
 CL2714'TRAVELING NORTH ALONG VINSON ROAD FOR 2.75 MILES TO THE JUNCTION
 CL2714'OF VINSON SPUR (COUNTY ROAD 57) TO THE LEFT.  TURN LEFT,
 CL2714'TRAVELING WEST ALONG VINSON SPUR FOR 0.1 MILE TO THE STATION ON
 CL2714'THE LEFT.
 CL2714'
 CL2714'THE STATION IS A STANDARD BRASS DISK STAMPED 111-204, SET IN THE
 CL2714'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2714'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2714'111-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2714'0.74 METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 30.0
 CL2714'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27.0 FEET NORTHEAST
 CL2714'OF A POWER POLE, 20.3 FEET NORTHWEST OF A CORNER FENCE POST,
 CL2714'11.2 FEET NORTHWEST OF A 14 INCH PECAN TREE, 39.0 FEET
 CL2714'NORTHEAST OF ANOTHER 14 INCH PECAN TREE, AND 2.9 FEET NORTH OF
 CL2714'A WITNESS POST.
 CL2714'
 CL2714'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 CL2714'VINSON ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CL2714'STANDARD DISK STAMPED 111-204 AZMK, SET IN THE TOP OF A 10 INCH
 CL2714'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2714'GROUND.  IT IS LOCATED 32.5 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL2714'OF VINSON ROAD, 23.5 FEET SOUTHWEST OF A 6 INCH OAK TREE, 15.0
 CL2714'FEET NORTHWEST OF A 10 INCH OAK, AND 2.5 FEET NORTHWEST OF A
 CL2714'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2712 ***********************************************************************
 CL2712  DESIGNATION -  BV 111 205
 CL2712  PID         -  CL2712
 CL2712  STATE/COUNTY-  GA/PEACH
 CL2712  USGS QUAD   -  FORT VALLEY EAST (1974)
 CL2712
 CL2712                         *CURRENT SURVEY CONTROL
 CL2712  ___________________________________________________________________
 CL2712* NAD 83(1994)-  32 35 44.82399(N)    083 48 41.17964(W)     ADJUSTED  
 CL2712* NAVD 88     -       150.     (meters)     492.     (feet)  VERTCON   
 CL2712  ___________________________________________________________________
 CL2712  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 CL2712  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CL2712
 CL2712  HORZ ORDER  -  SECOND
 CL2712
 CL2712.The horizontal coordinates were established by classical geodetic methods
 CL2712.and adjusted by the National Geodetic Survey in September 1997..
 CL2712
 CL2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2712
 CL2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2712
 CL2712.The geoid height was determined by GEOID03.
 CL2712
 CL2712;                    North         East     Units Scale Factor Converg.
 CL2712;SPC GA W     -   287,833.693   733,344.490   MT  0.99991371   +0 11 28.9
 CL2712;SPC GA W     -   944,334.37  2,405,981.05   sFT  0.99991371   +0 11 28.9
 CL2712;UTM  17      - 3,609,966.259   236,131.313   MT  1.00045866   -1 30 55.5
 CL2712
 CL2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2712!SPC GA W     -   0.99998065  x   0.99991371  =   0.99989436
 CL2712!UTM  17      -   0.99998065  x   1.00045866  =   1.00043930
 CL2712
 CL2712|---------------------------------------------------------------------|
 CL2712| PID    Reference Object                     Distance      Geod. Az  |
 CL2712|                                                           dddmmss.s |
 CL2712| CL2713 BV 111 205 GADT 1974 PTA             22.648 METERS 06355     |
 CL2712| CY7571 BV 111 205 AZ MK                                   2543703.5 |
 CL2712|---------------------------------------------------------------------|
 CL2712
 CL2712                          SUPERSEDED SURVEY CONTROL
 CL2712
 CL2712  NAD 83(1986)-  32 35 44.82835(N)    083 48 41.17793(W) AD(       ) 2
 CL2712  NAD 27      -  32 35 44.30099(N)    083 48 41.50565(W) AD(       ) 2
 CL2712  NGVD 29 (07/19/86)  150.     (m)          492.     (f) VERT ANG       
 CL2712
 CL2712.Superseded values are not recommended for survey control.
 CL2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2712.See file dsdata.txt to determine how the superseded data were derived.
 CL2712
 CL2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS3613109966(NAD 83)
 CL2712_MARKER: DD = SURVEY DISK
 CL2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2712
 CL2712  HISTORY     - Date     Condition        Report By
 CL2712  HISTORY     - 1974     MONUMENTED       GADT
 CL2712
 CL2712                          STATION DESCRIPTION
 CL2712
 CL2712'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2712'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES NORTHEAST OF
 CL2712'FORT VALLEY, 5 MILES SOUTHWEST OF BYRON, AND 14-1/2 MILES
 CL2712'SOUTHEAST OF ROBERTA ON STATE RIGHT OF WAY.
 CL2712'
 CL2712'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 96 (WEST) AND
 CL2712'U.S. HIGHWAY 341 AND STATE ROUTE 49 (FIVE POINTS) IN FORT VALLEY,
 CL2712'TRAVEL NORTHEASTERLY ALONG STATE ROUTE 49 FOR 2.6 MILES TO THE
 CL2712'MOSSY CREEK BRIDGE.  CONTINUE NORTHEASTERLY ALONG STATE ROUTE 49
 CL2712'FOR 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CL2712'NORTHEASTERLY ALONG STATE ROUTE 49 FOR 0.25 MILE TO THE JUNCTION OF
 CL2712'COUNTY ROAD 103 TO THE RIGHT.  CONTINUE NORTHEASTERLY ALONG
 CL2712'STATE ROUTE 49 FOR 0.15 MILE TO BUTCHS TRAILER PARK ON THE
 CL2712'LEFT AND THE STATION ON THE RIGHT.
 CL2712'
 CL2712'THE STATION IS A STANDARD BRASS DISK STAMPED 111-205, SET IN
 CL2712'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2712'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2712'STAMPED 111-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2712'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2712'LOCATED 25.5 FEET WEST OF A POWER POLE 47.0 FEET SOUTHEAST OF
 CL2712'THE CENTERLINE OF STATE ROUTE 49, AND 3.0 FEET NORTHWEST OF A
 CL2712'WITNESS POST.
 CL2712'
 CL2712'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED 111-205 AZMK,
 CL2712'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2712'THE SURFACE OF THE GROUND.  IT IS LOCATED 36.0 FEET NORTHWEST
 CL2712'OF THE CENTERLINE OF STATE ROUTE 49, 1.8 FEET SOUTHEAST OF A
 CL2712'WITNESS POST, 32.7 FEET SOUTHEAST OF A 20 INCH PECAN TREE, AND
 CL2712'90.0 FEET EAST OF AN 18 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2680 ***********************************************************************
 CL2680  DESIGNATION -  BV 111 206
 CL2680  PID         -  CL2680
 CL2680  STATE/COUNTY-  GA/PEACH
 CL2680  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2680
 CL2680                         *CURRENT SURVEY CONTROL
 CL2680  ___________________________________________________________________
 CL2680* NAD 83(1994)-  32 41 07.10893(N)    083 44 25.47122(W)     ADJUSTED  
 CL2680* NAVD 88     -       122.1    (meters)     401.     (feet)  VERTCON   
 CL2680  ___________________________________________________________________
 CL2680  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CL2680  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CL2680
 CL2680  HORZ ORDER  -  SECOND
 CL2680
 CL2680.The horizontal coordinates were established by classical geodetic methods
 CL2680.and adjusted by the National Geodetic Survey in September 1997..
 CL2680
 CL2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2680
 CL2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2680
 CL2680.The geoid height was determined by GEOID03.
 CL2680
 CL2680;                    North         East     Units Scale Factor Converg.
 CL2680;SPC GA W     -   297,785.306   739,972.149   MT  0.99991970   +0 13 48.7
 CL2680;SPC GA W     -   976,983.96  2,427,725.29   sFT  0.99991970   +0 13 48.7
 CL2680;UTM  17      - 3,619,720.874   243,056.384   MT  1.00041416   -1 28 50.5
 CL2680
 CL2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2680!SPC GA W     -   0.99998506  x   0.99991970  =   0.99990476
 CL2680!UTM  17      -   0.99998506  x   1.00041416  =   1.00039921
 CL2680
 CL2680:                Primary Azimuth Mark                     Grid Az
 CL2680:SPC GA W     -  RUFUS=V 20 RESET                         112 37 36.8
 CL2680:UTM  17      -  RUFUS=V 20 RESET                         114 20 16.0
 CL2680
 CL2680|---------------------------------------------------------------------|
 CL2680| PID    Reference Object                     Distance      Geod. Az  |
 CL2680|                                                           dddmmss.s |
 CL2680| CL0966 RUFUS=V 20 RESET                    433.398 METERS 1125125.5 |
 CL2680| CY7572 BV 111 206 RM 1                       6.775 METERS 15601     |
 CL2680| CY7573 BV 111 206 RM 2                      26.440 METERS 27504     |
 CL2680| CL2681 BV 111 206 AZ MK 1974               219.699 METERS 28117     |
 CL2680|---------------------------------------------------------------------|
 CL2680
 CL2680                          SUPERSEDED SURVEY CONTROL
 CL2680
 CL2680  NAD 83(1986)-  32 41 07.11341(N)    083 44 25.46942(W) AD(       ) 2
 CL2680  NAD 27      -  32 41 06.59111(N)    083 44 25.79612(W) AD(       ) 2
 CL2680  NGVD 29 (07/19/86)  122.2    (m)          401.     (f) VERT ANG       
 CL2680
 CL2680.Superseded values are not recommended for survey control.
 CL2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2680.See file dsdata.txt to determine how the superseded data were derived.
 CL2680
 CL2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4305619721(NAD 83)
 CL2680_MARKER: DD = SURVEY DISK
 CL2680_SETTING: 0 = UNSPECIFIED SETTING
 CL2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2680+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 CL2680
 CL2680  HISTORY     - Date     Condition        Report By
 CL2680  HISTORY     - 1974     MONUMENTED       GADT
 CL2680  HISTORY     - 20050929 GOOD             INDIV
 CL2680
 CL2680                          STATION DESCRIPTION
 CL2680
 CL2680'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2680'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH-NORTHEAST
 CL2680'OF BYRON, 9-1/2 MILES NORTHWEST OF WARNER ROBBINS, AND 12-1/4
 CL2680'MILES SOUTHEAST OF MACON ON THE CENTRAL OF GEORGIA RAILWAY BRIDGE
 CL2680'OVER INTERSTATE 75.
 CL2680'
 CL2680'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 75 AND
 CL2680'STATE ROUTE 49 IN BYRON, TRAVEL SOUTHWEST ON STATE ROUTE 49 FOR
 CL2680'0.1 MILE TO AN INTERSTATE 75 SERVICE ROAD ON THE RIGHT.  TURN
 CL2680'RIGHT, GOING NORTH ON THE SERVICE ROAD FOR 2.1 MILES TO THE
 CL2680'CENTRAL OF GEORGIA RAILROAD TRACK AND THE AZIMUTH MARK ON THE
 CL2680'LEFT.  CROSS THE RAILWAY TRACKS, TURNING TO THE RIGHT AND GOING
 CL2680'EASTERLY PARALLEL WITH THE TRACKS ON A TRACK ROAD FOR 0.1 MILE
 CL2680'TO THE RAILWAY BRIDGE OVER INTERSTATE 75 AND THE STATION AT
 CL2680'THE EAST END OF THE BRIDGE.
 CL2680'
 CL2680'THE STATION IS A STANDARD BRASS DISK STAMPED 111-206, SET IN A
 CL2680'1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE BRIDGE.  IT IS
 CL2680'LOCATED 3.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 CL2680'5.0 FEET WEST OF THE SOUTHEAST CORNER OF THE NORTHEAST BRIDGE
 CL2680'END WALL, 5.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME
 CL2680'BRIDGE END WALL, 15.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 CL2680'THE SOUTHEAST BRIDGE END WALL, 263.0 FEET WEST OF A 20 FOOT
 CL2680'RAILWAY SIGNAL ON THE NORTH SIDE OF THE TRACKS, AND 5.0 FEET
 CL2680'WEST-SOUTHWEST OF A WITNESS POST.
 CL2680'
 CL2680'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 111-206 RM 1, SET
 CL2680'IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE TOP OF THE
 CL2680'SOUTHEAST BRIDGE END WALL.  IT IS LOCATED 0.5 FOOT SOUTHWEST OF
 CL2680'A WITNESS POST.
 CL2680'
 CL2680'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 111-206 RM 2, SET
 CL2680'IN A 1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE RAILWAY
 CL2680'BRIDGE.  IT IS LOCATED 83.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 CL2680'CORNER OF THE NORTHEAST BRIDGE END WALL, AND 105.0 FEET
 CL2680'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE NORTHWEST BRIDGE
 CL2680'END WALL.
 CL2680'
 CL2680'THE AZIMUTH MARK IS LOCATED 11.0 FEET NORTH OF A POWER POLE,
 CL2680'77.0 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CL2680'CENTERLINES OF THE ROAD AND THE NORTH RAIL OF THE RAILWAY TRACKS,
 CL2680'38.4 FEET NORTH OR THE NORTH RAIL, 95.0 FEET SOUTHEAST OF AN 18
 CL2680'INCH OAK TREE, AND 2.2 FEET NORTHWEST OF A WITNESS POST.  IT IS
 CL2680'A STANDARD DISK STAMPED 111-206 AZMK, SET IN THE TOP OF A 10
 CL2680'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2680'GROUND.
 CL2680
 CL2680                          STATION RECOVERY (2005)
 CL2680
 CL2680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 CL2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2681 ***********************************************************************
 CL2681  DESIGNATION -  BV 111 206 AZ MK 1974
 CL2681  PID         -  CL2681
 CL2681  STATE/COUNTY-  GA/PEACH
 CL2681  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2681
 CL2681                         *CURRENT SURVEY CONTROL
 CL2681  ___________________________________________________________________
 CL2681* NAD 83(1994)-  32 41 08.50336(N)    083 44 33.74189(W)     ADJUSTED  
 CL2681* NAVD 88     -       124.8    (meters)     409.     (feet)  VERTCON   
 CL2681  ___________________________________________________________________
 CL2681  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CL2681  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CL2681
 CL2681  HORZ ORDER  -  SECOND
 CL2681
 CL2681.The horizontal coordinates were established by classical geodetic methods
 CL2681.and adjusted by the National Geodetic Survey in September 1997..
 CL2681
 CL2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2681
 CL2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2681
 CL2681.The geoid height was determined by GEOID03.
 CL2681
 CL2681;                    North         East     Units Scale Factor Converg.
 CL2681;SPC GA W     -   297,827.395   739,756.538   MT  0.99991948   +0 13 44.2
 CL2681;SPC GA W     -   977,122.05  2,427,017.91   sFT  0.99991948   +0 13 44.2
 CL2681;UTM  17      - 3,619,769.406   242,842.019   MT  1.00041552   -1 28 55.0
 CL2681
 CL2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2681!SPC GA W     -   0.99998463  x   0.99991948  =   0.99990411
 CL2681!UTM  17      -   0.99998463  x   1.00041552  =   1.00040015
 CL2681
 CL2681|---------------------------------------------------------------------|
 CL2681| PID    Reference Object                     Distance      Geod. Az  |
 CL2681|                                                           dddmmss.s |
 CL2681| CL2680 BV 111 206                          219.699 METERS 10116     |
 CL2681| CL1605 FIRE=X 20                           378.802 METERS 25627     |
 CL2681|---------------------------------------------------------------------|
 CL2681
 CL2681                          SUPERSEDED SURVEY CONTROL
 CL2681
 CL2681  NAD 83(1986)-  32 41 08.50786(N)    083 44 33.74016(W) AD(       ) 2
 CL2681  NAD 27      -  32 41 07.98515(N)    083 44 34.06569(W) AD(       ) 2
 CL2681  NGVD 29 (07/19/86)  124.9    (m)          410.     (f) VERT ANG       
 CL2681
 CL2681.Superseded values are not recommended for survey control.
 CL2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2681.See file dsdata.txt to determine how the superseded data were derived.
 CL2681
 CL2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4284219769(NAD 83)
 CL2681_MARKER: DD = SURVEY DISK
 CL2681_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CL2681_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CL2681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL2681
 CL2681  HISTORY     - Date     Condition        Report By
 CL2681  HISTORY     - 1974     MONUMENTED       GADT
 CL2681
 CL2681                          STATION DESCRIPTION
 CL2681
 CL2681'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (LHW)
 CL2681'THIS STATION WAS USED AS THE AZIMUTH MARK FOR TRAVERSE STATION FIRE
 CL2681'1917.
 CL2681'
 CL2681'IT IS LOCATED 2.5 MILES NORTH-NORTHEAST OF BYRON, 0.25 MILE SOUTH
 CL2681'OF THE CRAWFORD-BIBB-PEACH COUNTIES JUNCTION CORNER, 0.2 MILE WEST
 CL2681'OF INTERSTATE HIGHWAY 75, ON THE RIGHT-OF-WAY OF THE CENTRAL OF
 CL2681'GEORGIA RAILROAD.
 CL2681'
 CL2681'TO REACH THE STATION FROM THE BYRON POST OFFICE, GO EAST ON THE
 CL2681'PAVED ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 CL2681'NORTHEAST ON STATE HIGHWAY 49 FOR 0.75 MILE TO INTERSTATE HIGHWAY
 CL2681'75 AND AN ACCESS ROAD ON THE LEFT.  TURN LEFT AND GO NORTH, ALONG
 CL2681'THE WEST SIDE OF HIGHWAY 75, ON THE ACCESS ROAD FOR 0.6 MILE TO
 CL2681'END OF PAVEMENT.  CONTINUE NORTH ON THE ACCESS ROAD FOR 1.2
 CL2681'MILES TO A RAILROAD CROSSING AND THE STATION ON THE LEFT NEXT TO
 CL2681'THE FIRST UTILITY POLE WEST OF THE CROSSING.
 CL2681'
 CL2681'BV 111 206 AZ MK, A GEORGIA DEPARTMENT OF TRANSPORTATION MARK, IS
 CL2681'STAMPED BV 111 206 AZ MK, SET FLUSH WITH THE GROUND IN THE TOP OF
 CL2681'AN IRREGULAR CONCRETE MASS.  IT IS 72 FEET WEST OF THE CROSSING,
 CL2681'38.4 FEET NORTH OF THE NORTH RAIL OF THE SINGLE TRACK, 20 FEET
 CL2681'SOUTH OF THE ROAD CENTER, 11.8 FEET NORTH OF A UTILITY POLE AND
 CL2681'2.2 FEET NORTH OF A METAL WITNESS POST WITH A GEORGIA DEPARTMENT
 CL2681'OF TRANSPORTATION SIGN.
 CL2681'
 CL2681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2822 ***********************************************************************
 AA2822  CBN         -  This is a Cooperative Base Network Control Station.
 AA2822  SACS        -  This is a Secondary Airport Control Station.
 AA2822  DESIGNATION -  BV 112 034
 AA2822  PID         -  AA2822
 AA2822  STATE/COUNTY-  GA/PICKENS
 AA2822  USGS QUAD   -  JASPER (1997)
 AA2822
 AA2822                         *CURRENT SURVEY CONTROL
 AA2822  ___________________________________________________________________
 AA2822* NAD 83(1994)-  34 27 18.07137(N)    084 27 33.32084(W)     ADJUSTED  
 AA2822* NAVD 88     -       469.86   (meters)    1541.5    (feet)  GPS OBS   
 AA2822  ___________________________________________________________________
 AA2822  X           -     508,376.895 (meters)                     COMP
 AA2822  Y           -  -5,240,630.924 (meters)                     COMP
 AA2822  Z           -   3,588,427.953 (meters)                     COMP
 AA2822  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA2822  ELLIP HEIGHT-         440.58  (meters)          (03/09/95) GPS OBS
 AA2822  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 AA2822
 AA2822  HORZ ORDER  -  B
 AA2822  ELLP ORDER  -  FIFTH     CLASS I
 AA2822
 AA2822.This mark is at Pickens County Airport (JZP)
 AA2822
 AA2822.The horizontal coordinates were established by GPS observations
 AA2822.and adjusted by the National Geodetic Survey in March 1995..
 AA2822
 AA2822.The orthometric height was determined by GPS observations and a
 AA2822.high-resolution geoid model.
 AA2822
 AA2822.GPS derived orthometric heights for airport stations designated as
 AA2822.PACS or SACS are published to 2 decimal places.  This maintains
 AA2822.centimeter relative accuracy between the PACS and SACS.  It does
 AA2822.not indicate centimeter accuracy relative to other marks which are
 AA2822.part of the NAVD 88 network.
 AA2822
 AA2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2822
 AA2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2822
 AA2822.The ellipsoidal height was determined by GPS observations
 AA2822.and is referenced to NAD 83.
 AA2822
 AA2822.The geoid height was determined by GEOID03.
 AA2822
 AA2822;                    North         East     Units Scale Factor Converg.
 AA2822;SPC GA W     -   494,011.235   673,116.842   MT  0.99990891   -0 09 55.9
 AA2822;SPC GA W     - 1,620,768.53  2,208,384.17   sFT  0.99990891   -0 09 55.9
 AA2822;UTM  16      - 3,815,538.504   733,401.517   MT  1.00027153   +1 26 17.2
 AA2822
 AA2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2822!SPC GA W     -   0.99993084  x   0.99990891  =   0.99983976
 AA2822!UTM  16      -   0.99993084  x   1.00027153  =   1.00020236
 AA2822
 AA2822:                Primary Azimuth Mark                     Grid Az
 AA2822:SPC GA W     -  FAA JZP B                                151 20 05.3
 AA2822:UTM  16      -  FAA JZP B                                149 43 52.2
 AA2822
 AA2822|---------------------------------------------------------------------|
 AA2822| PID    Reference Object                     Distance      Geod. Az  |
 AA2822|                                                           dddmmss.s |
 AA2822| AA2827 FAA JZP B                           424.608 METERS 1511009.4 |
 AA2822|---------------------------------------------------------------------|
 AA2822
 AA2822                          SUPERSEDED SURVEY CONTROL
 AA2822
 AA2822  NGVD 29 (03/09/95)  469.9    (m)         1542.     (f) GPS OBS        
 AA2822
 AA2822.Superseded values are not recommended for survey control.
 AA2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2822.See file dsdata.txt to determine how the superseded data were derived.
 AA2822
 AA2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3340215539(NAD 83)
 AA2822_MARKER: DD = SURVEY DISK
 AA2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2822_STAMPING: 112-34
 AA2822_MARK LOGO: GADT  
 AA2822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2822+STABILITY: SURFACE MOTION
 AA2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2822+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1994
 AA2822
 AA2822  HISTORY     - Date     Condition        Report By
 AA2822  HISTORY     - UNK      MONUMENTED       GADT
 AA2822  HISTORY     - 19940407 GOOD             NGS
 AA2822  HISTORY     - 20000318 MARK NOT FOUND   GADT
 AA2822
 AA2822                          STATION DESCRIPTION
 AA2822
 AA2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA2822'THE STATION IS LOCATED ABOUT 50.0 MI (80.5 KM) SOUTHEAST OF DALTON,
 AA2822'30.0 MI (48.3 KM) NORTHWEST OF MARIETTA,  3.0 MI (4.8 KM) SOUTHWEST OF
 AA2822'JASPER AND AT THE PICKENS COUNTY AIRPORT.  OWNERSHIP--PICKENS COUNTY,
 AA2822'AIRPORT MANAGER, J. W. MURPHY.  PHONE (706) 692-9927. TO REACH THE
 AA2822'STATION FROM THE JUNCTION OF STATE HIGHWAYS 5/515 AND COUNTY ROAD 75
 AA2822'(CAMP ROAD) WHICH IS THE FIRST ROAD NORTH OF JASPER JEEP DEALERSHIP
 AA2822'(CHEVROLET DEALERSHIP AT JUNCTION ON EAST SIDE OF HWY), GO WEST ON
 AA2822'COUNTY ROAD 75 FOR 0.25 MI (0.40 KM) TO UPPER SALEM CHURCH ROAD ON THE
 AA2822'LEFT, TURN LEFT ON UPPER SALEM CHURCH ROAD FOR 0.35 MI (0.56 KM) TO A
 AA2822'PAVED ROAD ON THE LEFT, TURN LEFT TO GRAVELED DRIVE IMMEDIATELY ON
 AA2822'LEFT, TURN LEFT ON GRAVELED DRIVE AND GO UPHILL 0.05 MI (0.08 KM) TO
 AA2822'BROWN AND TAN MOBILE HOME AND AND THE STATION AROUND BACK. THE STATION
 AA2822'IS RECESSED 6 CM BELOW THE LEVEL OF THE GROUND. LOCATED 171.0 FT (52.1
 AA2822'M) EAST-NORTHEAST OF ORANGE AND WHITE TOWER WITH 3 GUY WIRES, 17.0 FT
 AA2822'(5.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOBILE HOME AND 2.7
 AA2822'FT (0.8 M) WEST-SOUTHWEST OF A METAL WITNESS POST.
 AA2822
 AA2822                          STATION RECOVERY (2000)
 AA2822
 AA2822'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 AA2822'IN THE AREA DESCRIBED, THERE HAS BEEN CONSIDERABLE AIRPORT
 AA2822'CONSTRUCTION (THE DRIVEWAY TO THE MOBILE HOME AND THE MOBILE HOME
 AA2822'ITSELF, WHICH ARE MENTIONED IN THE DESCRIPTION, NO LONGER EXIST).
 AA2822'THIS STATION IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1760 ***********************************************************************
 EE1760  DESIGNATION -  BV 112 200
 EE1760  PID         -  EE1760
 EE1760  STATE/COUNTY-  GA/PICKENS
 EE1760  USGS QUAD   -  FAIRMOUNT (1981)
 EE1760
 EE1760                         *CURRENT SURVEY CONTROL
 EE1760  ___________________________________________________________________
 EE1760* NAD 83(1994)-  34 28 56.93284(N)    084 37 44.88674(W)     ADJUSTED  
 EE1760* NAVD 88     -       430.4    (meters)    1412.     (feet)  VERTCON   
 EE1760  ___________________________________________________________________
 EE1760  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 EE1760  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE1760
 EE1760  HORZ ORDER  -  SECOND
 EE1760
 EE1760.The horizontal coordinates were established by classical geodetic methods
 EE1760.and adjusted by the National Geodetic Survey in September 1997..
 EE1760
 EE1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1760
 EE1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1760
 EE1760.The geoid height was determined by GEOID03.
 EE1760
 EE1760;                    North         East     Units Scale Factor Converg.
 EE1760;SPC GA W     -   497,115.485   657,522.096   MT  0.99992223   -0 15 42.6
 EE1760;SPC GA W     - 1,630,953.05  2,157,220.41   sFT  0.99992223   -0 15 42.6
 EE1760;UTM  16      - 3,818,205.814   717,721.086   MT  1.00018432   +1 20 34.1
 EE1760
 EE1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1760!SPC GA W     -   0.99993705  x   0.99992223  =   0.99985928
 EE1760!UTM  16      -   0.99993705  x   1.00018432  =   1.00012136
 EE1760
 EE1760:                Primary Azimuth Mark                     Grid Az
 EE1760:SPC GA W     -  BV 112 200 AZ MK                         346 40 15.1
 EE1760:UTM  16      -  BV 112 200 AZ MK                         345 03 58.4
 EE1760
 EE1760|---------------------------------------------------------------------|
 EE1760| PID    Reference Object                     Distance      Geod. Az  |
 EE1760|                                                           dddmmss.s |
 EE1760| CZ4446 BV 112 200 AZ MK                                   3462432.5 |
 EE1760|---------------------------------------------------------------------|
 EE1760
 EE1760                          SUPERSEDED SURVEY CONTROL
 EE1760
 EE1760  NAD 83(1994)-  34 28 56.93765(N)    084 37 44.88972(W) AD(       ) 2
 EE1760  NAD 83(1986)-  34 28 56.93805(N)    084 37 44.88938(W) AD(       ) 2
 EE1760  NAD 27      -  34 28 56.61744(N)    084 37 45.13352(W) AD(       ) 2
 EE1760  NGVD 29 (07/19/86)  430.4    (m)         1412.     (f) VERT ANG       
 EE1760
 EE1760.Superseded values are not recommended for survey control.
 EE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1760.See file dsdata.txt to determine how the superseded data were derived.
 EE1760
 EE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1772118206(NAD 83)
 EE1760_MARKER: DD = SURVEY DISK
 EE1760_SETTING: 0 = UNSPECIFIED SETTING
 EE1760
 EE1760  HISTORY     - Date     Condition        Report By
 EE1760  HISTORY     - 1972     MONUMENTED       GADT
 EE1760
 EE1760                          STATION DESCRIPTION
 EE1760
 EE1760'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1760'THE STATION IS LOCATED 5.2 MILES NORTHEAST OF FAIRMOUNT,
 EE1760'GEORGIA.  20.8 MILES SOUTHEAST OF CHATSWORTH, GEORGIA.  13.7
 EE1760'MILES SOUTHEAST OF THE INTERSECTION OF GA. 282 AND U.S. 411 ON
 EE1760'THE PROPERTY OF MR. BOB HIX.
 EE1760'
 EE1760'TO REACH FROM THE INTERSECTION OF GA. 53 AND U.S. 411, PROCEED
 EE1760'EAST ON GA. 53 FOR 7.25 MILES TO THE INTERSECTION OF COUNTY ROAD
 EE1760'165.  PROCEED NORTHWEST ON COUNTY ROAD 165 FOR 0.22 MILE TO
 EE1760'CROSS ROADS.  PROCEED ON COUNTY ROAD 181 FOR 1.45 MILES TO THE
 EE1760'STATION ON THE LEFT.
 EE1760'
 EE1760'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1760'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.78
 EE1760'METERS BELOW THE STATION.  THE STATION IS LOCATED 18.5 FEET WEST
 EE1760'OF THE CENTERLINE OF THE COUNTY ROAD.  63.8 FEET NORTH OF A
 EE1760'POWER POLE.  14.1 FEET NORTHEAST OF A FENCE.  90.2 FEET EAST OF
 EE1760'A 10 INCH PINE TREE.
 EE1760'
 EE1760'THE AZIMUTH MARK IS LOCATED 0.2 MILE NORTHEAST OF THE
 EE1760'STATION.  36.8 FEET NORTHEAST OF A TELEPHONE POLE.  13.5 FEET WEST
 EE1760'OF THE CENTERLINE OF THE COUNTY ROAD.  4.3 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1887 ***********************************************************************
 EE1887  DESIGNATION -  BV 112 201
 EE1887  PID         -  EE1887
 EE1887  STATE/COUNTY-  GA/PICKENS
 EE1887  USGS QUAD   -  TALKING ROCK (1985)
 EE1887
 EE1887                         *CURRENT SURVEY CONTROL
 EE1887  ___________________________________________________________________
 EE1887* NAD 83(1994)-  34 32 53.60279(N)    084 35 02.45228(W)     ADJUSTED  
 EE1887* NAVD 88     -       388.     (meters)    1273.     (feet)  VERTCON   
 EE1887  ___________________________________________________________________
 EE1887  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EE1887  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 EE1887
 EE1887  HORZ ORDER  -  SECOND
 EE1887
 EE1887.The horizontal coordinates were established by classical geodetic methods
 EE1887.and adjusted by the National Geodetic Survey in September 1997..
 EE1887
 EE1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1887
 EE1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1887
 EE1887.The geoid height was determined by GEOID03.
 EE1887
 EE1887;                    North         East     Units Scale Factor Converg.
 EE1887;SPC GA W     -   504,389.645   661,696.574   MT  0.99991808   -0 14 12.1
 EE1887;SPC GA W     - 1,654,818.36  2,170,916.18   sFT  0.99991808   -0 14 12.1
 EE1887;UTM  16      - 3,825,596.143   721,691.148   MT  1.00020582   +1 22 14.4
 EE1887
 EE1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1887!SPC GA W     -   0.99994370  x   0.99991808  =   0.99986178
 EE1887!UTM  16      -   0.99994370  x   1.00020582  =   1.00014950
 EE1887
 EE1887:                Primary Azimuth Mark                     Grid Az
 EE1887:SPC GA W     -  BV 112 201 AZ MK                         194 50 13.0
 EE1887:UTM  16      -  BV 112 201 AZ MK                         193 13 46.5
 EE1887
 EE1887|---------------------------------------------------------------------|
 EE1887| PID    Reference Object                     Distance      Geod. Az  |
 EE1887|                                                           dddmmss.s |
 EE1887| CZ4447 BV 112 201 AZ MK                                   1943600.9 |
 EE1887|---------------------------------------------------------------------|
 EE1887
 EE1887                          SUPERSEDED SURVEY CONTROL
 EE1887
 EE1887  NAD 83(1994)-  34 32 53.60773(N)    084 35 02.45540(W) AD(       ) 2
 EE1887  NAD 83(1986)-  34 32 53.60785(N)    084 35 02.45524(W) AD(       ) 2
 EE1887  NAD 27      -  34 32 53.29140(N)    084 35 02.70503(W) AD(       ) 2
 EE1887  NGVD 29 (07/19/86)  388.     (m)         1273.     (f) VERT ANG       
 EE1887
 EE1887.Superseded values are not recommended for survey control.
 EE1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1887.See file dsdata.txt to determine how the superseded data were derived.
 EE1887
 EE1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2169125596(NAD 83)
 EE1887_MARKER: DD = SURVEY DISK
 EE1887_SETTING: 0 = UNSPECIFIED SETTING
 EE1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1887+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 EE1887
 EE1887  HISTORY     - Date     Condition        Report By
 EE1887  HISTORY     - 1972     MONUMENTED       GADT
 EE1887  HISTORY     - 20030113 GOOD             INDIV
 EE1887
 EE1887                          STATION DESCRIPTION
 EE1887
 EE1887'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1887'THE STATION IS LOCATED 11.7 MILES SOUTHWEST OF ELLIJAY,
 EE1887'GEORGIA.  10.7 MILES SOUTHWEST OF THE INTERSECTION OF GA. 5 AND
 EE1887'GA. 282.  10.2 MILES NORTHWEST OF JASPER, GEORGIA ON THE
 EE1887'PROPERTY OF MR. J. W. PARKER.
 EE1887'
 EE1887'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 282, PROCEED
 EE1887'SOUTH ON U.S. 411 FOR 6.3 MILES TO GA. 156.  PROCEED EAST ON
 EE1887'GA. 156 FOR 8.05 MILES TO THE COUNTY LINE.  CONTINUE ON GA. 156
 EE1887'FOR 0.4 MILE TO BALL CREEK BAPTIST CHURCH.  CONTINUE ON GA. 156
 EE1887'FOR 0.2 MILE TO COUNTY ROAD 196.  PROCEED NORTH ON COUNTY ROAD
 EE1887'196 FOR 0.22 MILE TO A DRIVEWAY ON THE LEFT.  THE STATION IS
 EE1887'LOCATED AT THE END OF DRIVEWAY.
 EE1887'
 EE1887'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1887'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 11.5 FEET WEST OF
 EE1887'A PEACH TREE.  49.0 FEET EAST-SOUTHEAST OF A 14 INCH BLACK GUM
 EE1887'TREE.  29.4 FEET SOUTH OF A FENCE CORNER.  2.4 FEET WEST OF A
 EE1887'FENCE.
 EE1887'
 EE1887'THE AZIMUTH MARK IS LOCATED 0.15 MILE SOUTH OF THE STATION ON
 EE1887'COUNTY ROAD 196.  12.0 FEET WEST OF THE CENTERLINE OF THE FORK
 EE1887'TO THE SOUTH.  27.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EE1887'FORK TO THE SOUTHWEST.  63.0 FEET NORTHEAST OF A POWER POLE.
 EE1887
 EE1887                          STATION RECOVERY (2003)
 EE1887
 EE1887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FQ)
 EE1887'DESCRIPTION IS NOT ADEQUATE AT ALL. I WILL BE GLAD TO SEND YOU INFO.
 EE1887'IF YOU WOULD LIKE. PLEASE E-MAIL ME IF YOU WOULD LIKE THE
 EE1887'DESCRIPTION/LOCATION OF THIS MONUMENT. THE ONLY REASON I FOUND THE
 EE1887'MONUMENT WAS FOR LOCALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1888 ***********************************************************************
 EE1888  DESIGNATION -  BV 112 202
 EE1888  PID         -  EE1888
 EE1888  STATE/COUNTY-  GA/PICKENS
 EE1888  USGS QUAD   -  TALKING ROCK (1985)
 EE1888
 EE1888                         *CURRENT SURVEY CONTROL
 EE1888  ___________________________________________________________________
 EE1888* NAD 83(1994)-  34 32 16.17646(N)    084 32 01.66247(W)     ADJUSTED  
 EE1888* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 EE1888  ___________________________________________________________________
 EE1888  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 EE1888  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE1888
 EE1888  HORZ ORDER  -  SECOND
 EE1888
 EE1888.The horizontal coordinates were established by classical geodetic methods
 EE1888.and adjusted by the National Geodetic Survey in September 1997..
 EE1888
 EE1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1888
 EE1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1888
 EE1888.The geoid height was determined by GEOID03.
 EE1888
 EE1888;                    North         East     Units Scale Factor Converg.
 EE1888;SPC GA W     -   503,218.584   666,301.452   MT  0.99991399   -0 12 29.3
 EE1888;SPC GA W     - 1,650,976.30  2,186,024.01   sFT  0.99991399   -0 12 29.3
 EE1888;UTM  16      - 3,824,554.378   726,328.463   MT  1.00023143   +1 23 55.7
 EE1888
 EE1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1888!SPC GA W     -   0.99994761  x   0.99991399  =   0.99986161
 EE1888!UTM  16      -   0.99994761  x   1.00023143  =   1.00017903
 EE1888
 EE1888:                Primary Azimuth Mark                     Grid Az
 EE1888:SPC GA W     -  CLIPPER                                  323 21 23.1
 EE1888:UTM  16      -  CLIPPER                                  321 44 58.1
 EE1888
 EE1888|---------------------------------------------------------------------|
 EE1888| PID    Reference Object                     Distance      Geod. Az  |
 EE1888|                                                           dddmmss.s |
 EE1888| EE1886 CLIPPER                             APPROX. 6.3 KM 3230853.8 |
 EE1888|---------------------------------------------------------------------|
 EE1888
 EE1888                          SUPERSEDED SURVEY CONTROL
 EE1888
 EE1888  NAD 83(1994)-  34 32 16.18166(N)    084 32 01.66552(W) AD(       ) 2
 EE1888  NAD 83(1986)-  34 32 16.18180(N)    084 32 01.66538(W) AD(       ) 2
 EE1888  NAD 27      -  34 32 15.86345(N)    084 32 01.92065(W) AD(       ) 2
 EE1888  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 EE1888
 EE1888.Superseded values are not recommended for survey control.
 EE1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1888.See file dsdata.txt to determine how the superseded data were derived.
 EE1888
 EE1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2632824554(NAD 83)
 EE1888_MARKER: DD = SURVEY DISK
 EE1888_SETTING: 0 = UNSPECIFIED SETTING
 EE1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1888+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 EE1888
 EE1888  HISTORY     - Date     Condition        Report By
 EE1888  HISTORY     - 1972     MONUMENTED       GADT
 EE1888  HISTORY     - 20030113 GOOD             INDIV
 EE1888
 EE1888                          STATION DESCRIPTION
 EE1888
 EE1888'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1888'THE STATION IS LOCATED 7.7 MILES NORTHWEST OF JASPER,
 EE1888'GEORGIA.  11.0 MILES SOUTH OF ELLIJAY, GEORGIA.  10.0 MILES
 EE1888'SOUTH OF THE INTERSECTION OF GA. 282 AND GA. 5 ON THE PROPERTY
 EE1888'OF MR. W. BERNARD JONES.
 EE1888'
 EE1888'TO REACH FROM THE INTERSECTION OF GA. 282 AND GA. 5 PROCEED
 EE1888'SOUTH ON GA. 5 FOR 9.87 MILES TO THE INTERSECTION OF COUNTY ROAD
 EE1888'202.  THE STATION IS LOCATED IN THE CORNER OF THE PASTURE AT
 EE1888'THE INTERSECTION.
 EE1888'
 EE1888'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1888'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.84
 EE1888'METERS BELOW THE STATION.  THE STATION IS LOCATED 73.0 FEET
 EE1888'SOUTH OF THE CENTERLINE OF COUNTY ROAD 202.  100.6 FEET EAST OF
 EE1888'THE CENTERLINE OF GA. 5.  262.2 FEET NORTH OF A 24 INCH OAK
 EE1888'TREE.  90.0 FEET SOUTHWEST OF A 36 INCH OAK TREE.
 EE1888'
 EE1888'THE AZIMUTH MARK IS LOCATED 0.15 MILE EAST OF THE
 EE1888'STATION.  16.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 EE1888'202.  36.5 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.  58.0
 EE1888'FEET WEST OF A 12 INCH PINE TREE.
 EE1888
 EE1888                          STATION RECOVERY (2003)
 EE1888
 EE1888'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FQ)
 EE1888'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE, THE AZIMUTH MARK WAS
 EE1888'ALSO RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1744 ***********************************************************************
 EE1744  DESIGNATION -  BV 112 203
 EE1744  PID         -  EE1744
 EE1744  STATE/COUNTY-  GA/PICKENS
 EE1744  USGS QUAD   -  LUDVILLE (1981)
 EE1744
 EE1744                         *CURRENT SURVEY CONTROL
 EE1744  ___________________________________________________________________
 EE1744* NAD 83(1994)-  34 28 45.40579(N)    084 34 49.88306(W)     ADJUSTED  
 EE1744* NAVD 88     -       350.7    (meters)    1151.     (feet)  VERTCON   
 EE1744  ___________________________________________________________________
 EE1744  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 EE1744  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE1744
 EE1744  HORZ ORDER  -  SECOND
 EE1744
 EE1744.The horizontal coordinates were established by classical geodetic methods
 EE1744.and adjusted by the National Geodetic Survey in September 1997..
 EE1744
 EE1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1744
 EE1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1744
 EE1744.The geoid height was determined by GEOID03.
 EE1744
 EE1744;                    North         East     Units Scale Factor Converg.
 EE1744;SPC GA W     -   496,740.988   661,985.716   MT  0.99991781   -0 14 03.4
 EE1744;SPC GA W     - 1,629,724.39  2,171,864.80   sFT  0.99991781   -0 14 03.4
 EE1744;UTM  16      - 3,817,956.384   722,194.679   MT  1.00020858   +1 22 12.9
 EE1744
 EE1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1744!SPC GA W     -   0.99994955  x   0.99991781  =   0.99986737
 EE1744!UTM  16      -   0.99994955  x   1.00020858  =   1.00015812
 EE1744
 EE1744:                Primary Azimuth Mark                     Grid Az
 EE1744:SPC GA W     -  BV 112 203 AZ MK                         116 22 18.2
 EE1744:UTM  16      -  BV 112 203 AZ MK                         114 46 01.9
 EE1744
 EE1744|---------------------------------------------------------------------|
 EE1744| PID    Reference Object                     Distance      Geod. Az  |
 EE1744|                                                           dddmmss.s |
 EE1744| CZ4449 BV 112 203 AZ MK                                   1160814.8 |
 EE1744|---------------------------------------------------------------------|
 EE1744
 EE1744                          SUPERSEDED SURVEY CONTROL
 EE1744
 EE1744  NAD 83(1994)-  34 28 45.41087(N)    084 34 49.88564(W) AD(       ) 2
 EE1744  NAD 83(1986)-  34 28 45.41117(N)    084 34 49.88540(W) AD(       ) 2
 EE1744  NAD 27      -  34 28 45.08880(N)    084 34 50.13563(W) AD(       ) 2
 EE1744  NGVD 29 (07/19/86)  350.7    (m)         1151.     (f) VERT ANG       
 EE1744
 EE1744.Superseded values are not recommended for survey control.
 EE1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1744.See file dsdata.txt to determine how the superseded data were derived.
 EE1744
 EE1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2219517956(NAD 83)
 EE1744_MARKER: DD = SURVEY DISK
 EE1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1744_MARK LOGO: CGS   
 EE1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1744+STABILITY: SURFACE MOTION
 EE1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1744+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 EE1744
 EE1744  HISTORY     - Date     Condition        Report By
 EE1744  HISTORY     - 1972     MONUMENTED       GADT
 EE1744  HISTORY     - 20000401 GOOD             NGS
 EE1744  HISTORY     - 20000415 GOOD             GADT
 EE1744  HISTORY     - 20020117 GOOD             GADT
 EE1744  HISTORY     - 20030113 GOOD             INDIV
 EE1744
 EE1744                          STATION DESCRIPTION
 EE1744
 EE1744'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1744'THE STATION IS LOCATED 8.8 MILES WEST OF JASPER, GEORGIA.  15.7
 EE1744'MILES SOUTHWEST OF ELLIJAY, GEORGIA.  14.6 MILES SOUTHWEST OF
 EE1744'THE INTERSECTION OF GA. 282 AND GA. 5 ON THE PROPERTY OF
 EE1744'MR. B. J. STEWART.
 EE1744'
 EE1744'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 53, PROCEED
 EE1744'EAST ON GA. 53 FOR 5.45 MILES TO THE INTERSECTION OF
 EE1744'GA. 143.  CONTINUE EAST ON GA. 53 FOR 3.65 MILES TO THE
 EE1744'INTERSECTION OF GA. 156.  CONTINUE EAST ON GA. 53 FOR 0.2 MILES
 EE1744'TO THE STATION ON THE RIGHT IN A PASTURE.
 EE1744'
 EE1744'THE STATION IS A STANDARD BRASS CAP SET IN POURED
 EE1744'CONCRETE.  THE STATION IS LOCATED 32.0 FEET SOUTH OF THE
 EE1744'CENTERLINE OF GA. 53.  4.7 FEET SOUTHEAST OF A POWER
 EE1744'POLE.  175.4 FEET WEST OF A METAL GATE.
 EE1744'
 EE1744'TO REACH THE AZIMUTH FROM THE STATION, PROCEED SOUTHWEST ON
 EE1744'STATE ROUTE 53 FOR 0.35 MILE TO THE AZIMUTH ON THE LEFT SIDE OF
 EE1744'THE ROUTE.  IT IS LOCATED 47 FEET FROM THE CENTERLINE OF STATE
 EE1744'ROUTE 53.
 EE1744'
 EE1744'THE AZIMUTH MARK IS A STANDARD BRASS CAP SET IN THE TOP OF A 10
 EE1744'INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH THE SURFACE OF
 EE1744'THE GROUND.
 EE1744
 EE1744                          STATION RECOVERY (2000)
 EE1744
 EE1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 EE1744'RECOVERIED AS DESCRIBED.
 EE1744
 EE1744                          STATION RECOVERY (2000)
 EE1744
 EE1744'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE1744'RECOVERED IN GOOD CONDITION.
 EE1744
 EE1744                          STATION RECOVERY (2002)
 EE1744
 EE1744'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 EE1744'BV 112-203 WAS ELEVATED ON THE LEVEL LINE WHICH WAS RUN TO ESTABLISH
 EE1744'ELEVATIONS ON M 89 RESET AND N 89 RESET. THE LINE WAS RUN PER NGS
 EE1744'STANDARDS AND WAS SUBMITTED TO NGS ON JANUARY 17, 2002.
 EE1744
 EE1744                          STATION RECOVERY (2003)
 EE1744
 EE1744'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FQ)
 EE1744'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1743 ***********************************************************************
 EE1743  DESIGNATION -  BV 112 204
 EE1743  PID         -  EE1743
 EE1743  STATE/COUNTY-  GA/PICKENS
 EE1743  USGS QUAD   -  LUDVILLE (1981)
 EE1743
 EE1743                         *CURRENT SURVEY CONTROL
 EE1743  ___________________________________________________________________
 EE1743* NAD 83(1994)-  34 25 56.27148(N)    084 36 12.65721(W)     ADJUSTED  
 EE1743* NAVD 88     -       408.8    (meters)    1341.     (feet)  VERTCON   
 EE1743  ___________________________________________________________________
 EE1743  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EE1743  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE1743
 EE1743  HORZ ORDER  -  SECOND
 EE1743
 EE1743.The horizontal coordinates were established by classical geodetic methods
 EE1743.and adjusted by the National Geodetic Survey in September 1997..
 EE1743
 EE1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1743
 EE1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1743
 EE1743.The geoid height was determined by GEOID03.
 EE1743
 EE1743;                    North         East     Units Scale Factor Converg.
 EE1743;SPC GA W     -   491,538.614   659,851.244   MT  0.99991986   -0 14 49.2
 EE1743;SPC GA W     - 1,612,656.27  2,164,861.96   sFT  0.99991986   -0 14 49.2
 EE1743;UTM  16      - 3,812,694.821   720,206.060   MT  1.00019774   +1 21 20.1
 EE1743
 EE1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1743!SPC GA W     -   0.99994044  x   0.99991986  =   0.99986030
 EE1743!UTM  16      -   0.99994044  x   1.00019774  =   1.00013816
 EE1743
 EE1743:                Primary Azimuth Mark                     Grid Az
 EE1743:SPC GA W     -  BV 112 204 AZ MK                         109 24 44.9
 EE1743:UTM  16      -  BV 112 204 AZ MK                         107 48 35.6
 EE1743
 EE1743|---------------------------------------------------------------------|
 EE1743| PID    Reference Object                     Distance      Geod. Az  |
 EE1743|                                                           dddmmss.s |
 EE1743| CZ4450 BV 112 204 AZ MK                                   1090955.7 |
 EE1743|---------------------------------------------------------------------|
 EE1743
 EE1743                          SUPERSEDED SURVEY CONTROL
 EE1743
 EE1743  NAD 83(1994)-  34 25 56.27652(N)    084 36 12.65951(W) AD(       ) 2
 EE1743  NAD 83(1986)-  34 25 56.27687(N)    084 36 12.65933(W) AD(       ) 2
 EE1743  NAD 27      -  34 25 55.95109(N)    084 36 12.90873(W) AD(       ) 2
 EE1743  NGVD 29 (07/19/86)  408.8    (m)         1341.     (f) VERT ANG       
 EE1743
 EE1743.Superseded values are not recommended for survey control.
 EE1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1743.See file dsdata.txt to determine how the superseded data were derived.
 EE1743
 EE1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2020612695(NAD 83)
 EE1743_MARKER: DD = SURVEY DISK
 EE1743_SETTING: 0 = UNSPECIFIED SETTING
 EE1743
 EE1743  HISTORY     - Date     Condition        Report By
 EE1743  HISTORY     - 1972     MONUMENTED       GADT
 EE1743
 EE1743                          STATION DESCRIPTION
 EE1743
 EE1743'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1743'THE STATION IS LOCATED 5.7 MILES EAST OF FAIRMOUNT, GEORGIA.  12.3
 EE1743'MILES SOUTHEAST OF THE INTERSECTION OF U.S. 411 AND GA. 156.
 EE1743'
 EE1743'TO REACH FROM THE INTERSECTION OF U.S. 411 AND GA. 53, PROCEED
 EE1743'EAST ON GA. 53 FOR 5.45 MILES TO THE INTERSECTION OF GA.
 EE1743'143.  PROCEED SOUTHEAST ON GA. 143 FOR 1.95 MILES TO THE STATION
 EE1743'ON THE LEFT.
 EE1743'
 EE1743'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE.  THE
 EE1743'STATION IS LOCATED 51.1 FEET NORTH OF THE CENTERLINE OF GA.
 EE1743'143.  5.0 FEET EAST OF A TELEPHONE POLE.  157.0 FEET WEST OF A
 EE1743'TELEPHONE POLE.  AN UNDERGROUND MARK HAS BEEN SET 0.71 METERS
 EE1743'BELOW THE STATION.
 EE1743'
 EE1743'THE AZIMUTH MARK IS LOCATED 0.5 MILES EAST OF THE STATION.  34.3
 EE1743'FEET EAST OF A 5 INCH PINE TREE.  38.2 FEET WEST OF A POWER
 EE1743'POLE.  54.0 FEET NORTH OF THE CENTERLINE OF GA. 143.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1742 ***********************************************************************
 EE1742  DESIGNATION -  BV 112 205
 EE1742  PID         -  EE1742
 EE1742  STATE/COUNTY-  GA/PICKENS
 EE1742  USGS QUAD   -  LUDVILLE (1981)
 EE1742
 EE1742                         *CURRENT SURVEY CONTROL
 EE1742  ___________________________________________________________________
 EE1742* NAD 83(1994)-  34 27 58.21935(N)    084 30 44.95095(W)     ADJUSTED  
 EE1742* NAVD 88     -       479.5    (meters)    1573.     (feet)  VERTCON   
 EE1742  ___________________________________________________________________
 EE1742  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 EE1742  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EE1742
 EE1742  HORZ ORDER  -  SECOND
 EE1742
 EE1742.The horizontal coordinates were established by classical geodetic methods
 EE1742.and adjusted by the National Geodetic Survey in September 1997..
 EE1742
 EE1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1742
 EE1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1742
 EE1742.The geoid height was determined by GEOID03.
 EE1742
 EE1742;                    North         East     Units Scale Factor Converg.
 EE1742;SPC GA W     -   495,263.659   668,230.209   MT  0.99991244   -0 11 44.5
 EE1742;SPC GA W     - 1,624,877.52  2,192,351.94   sFT  0.99991244   -0 11 44.5
 EE1742;UTM  16      - 3,816,654.054   728,480.037   MT  1.00024350   +1 24 30.0
 EE1742
 EE1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1742!SPC GA W     -   0.99992933  x   0.99991244  =   0.99984178
 EE1742!UTM  16      -   0.99992933  x   1.00024350  =   1.00017281
 EE1742
 EE1742:                Primary Azimuth Mark                     Grid Az
 EE1742:SPC GA W     -  BV 112 205 AZ MK                         257 26 34.2
 EE1742:UTM  16      -  BV 112 205 AZ MK                         255 50 19.7
 EE1742
 EE1742|---------------------------------------------------------------------|
 EE1742| PID    Reference Object                     Distance      Geod. Az  |
 EE1742|                                                           dddmmss.s |
 EE1742| CZ4451 BV 112 205 AZ MK                                   2571449.7 |
 EE1742|---------------------------------------------------------------------|
 EE1742
 EE1742                          SUPERSEDED SURVEY CONTROL
 EE1742
 EE1742  NAD 83(1994)-  34 27 58.22494(N)    084 30 44.95323(W) AD(       ) 2
 EE1742  NAD 83(1986)-  34 27 58.22504(N)    084 30 44.95306(W) AD(       ) 2
 EE1742  NAD 27      -  34 27 57.89909(N)    084 30 45.21169(W) AD(       ) 2
 EE1742  NGVD 29 (07/19/86)  479.5    (m)         1573.     (f) VERT ANG       
 EE1742
 EE1742.Superseded values are not recommended for survey control.
 EE1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1742.See file dsdata.txt to determine how the superseded data were derived.
 EE1742
 EE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2848016654(NAD 83)
 EE1742_MARKER: DD = SURVEY DISK
 EE1742_SETTING: 0 = UNSPECIFIED SETTING
 EE1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1742+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 EE1742
 EE1742  HISTORY     - Date     Condition        Report By
 EE1742  HISTORY     - 1972     MONUMENTED       GADT
 EE1742  HISTORY     - 20060316 GOOD             STRSMA
 EE1742
 EE1742                          STATION DESCRIPTION
 EE1742
 EE1742'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1742'THE STATION IS LOCATED 4.7 MILES EAST OF JASPER, GEORGIA.  3.7
 EE1742'MILES SOUTH OF THE INTERSECTION OF GA. 136 AND GA. 5 ON THE
 EE1742'PROPERTY OF MR. C. A. FOUNTAIN.
 EE1742'
 EE1742'TO REACH FROM THE PICKENS COUNTY COURTHOUSE IN JASPER, PROCEED
 EE1742'SOUTH ON GA. 5 ONE BLOCK TO THE INTERSECTION OF GA. 53.  PROCEED
 EE1742'WEST ON GA. 53 4.7 MILES TO COUNTY ROAD 148.  PROCEED SOUTH ON
 EE1742'COUNTY ROAD 148 0.36 MILES TO A DRIVE ON THE LEFT.  THE STATION
 EE1742'IS LOCATED PAST THE HOUSE NEAR THE CHICKEN HOUSE.
 EE1742'
 EE1742'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1742'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.81
 EE1742'METERS BELOW THE STATION.  THE STATION IS LOCATED 12.3 FEET
 EE1742'NORTH OF A CHICKEN HOUSE.  30.5 FEET SOUTH OF AN 8 INCH OAK
 EE1742'TREE.  60.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.
 EE1742'
 EE1742'THE STATION IS ALSO 2.8 FEET WEST OF A WITNESS POST.
 EE1742'
 EE1742'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH DOWN
 EE1742'THE DIRT DRIVE TO COUNTY ROAD 148.  TURN LEFT AND PROCEED WEST FOR
 EE1742'0.75 MILES ON COUNTY ROAD 148 TO A PAVED DRIVE ON THE RIGHT.  TURN
 EE1742'RIGHT AND PROCEED NORTH TO THE AZIMUTH MARK ON THE LEFT BEHIND THE
 EE1742'BRICK HOUSE.
 EE1742'
 EE1742'THE MARK IS A STANDARD DISK STAMPED AZI SET IN A CONCRETE
 EE1742'POST.  IT IS 26.9 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 EE1742'GARAGE, 29.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 8.0
 EE1742'FEET EAST OF A 14-INCH OAK TREE, AND 3.3 FEET NORTHEAST OF A
 EE1742'POWER POLE.
 EE1742
 EE1742                          STATION RECOVERY (2006)
 EE1742
 EE1742'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0085 ***********************************************************************
 EE0085  DESIGNATION -  BV 112 206
 EE0085  PID         -  EE0085
 EE0085  STATE/COUNTY-  GA/PICKENS
 EE0085  USGS QUAD   -  JASPER (1997)
 EE0085
 EE0085                         *CURRENT SURVEY CONTROL
 EE0085  ___________________________________________________________________
 EE0085* NAD 83(1994)-  34 28 08.16195(N)    084 25 48.57485(W)     ADJUSTED  
 EE0085* NAVD 88     -       451.49   (+/-2cm)    1481.3    (feet)  VERTCON   
 EE0085  ___________________________________________________________________
 EE0085  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EE0085  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE0085
 EE0085  HORZ ORDER  -  SECOND
 EE0085  VERT ORDER  -  THIRD ? (See Below)
 EE0085
 EE0085.The horizontal coordinates were established by classical geodetic methods
 EE0085.and adjusted by the National Geodetic Survey in September 1997..
 EE0085
 EE0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0085.The vertical order pertains to the NGVD 29 superseded value.
 EE0085
 EE0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE0085
 EE0085.The geoid height was determined by GEOID03.
 EE0085
 EE0085;                    North         East     Units Scale Factor Converg.
 EE0085;SPC GA W     -   495,547.243   675,794.223   MT  0.99990722   -0 08 56.9
 EE0085;SPC GA W     - 1,625,807.91  2,217,168.21   sFT  0.99990722   -0 08 56.9
 EE0085;UTM  16      - 3,817,149.448   736,035.833   MT  1.00028677   +1 27 18.4
 EE0085
 EE0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE0085!SPC GA W     -   0.99993373  x   0.99990722  =   0.99984095
 EE0085!UTM  16      -   0.99993373  x   1.00028677  =   1.00022048
 EE0085
 EE0085:                Primary Azimuth Mark                     Grid Az
 EE0085:SPC GA W     -  GRASSY RESET 2                           078 10 57.9
 EE0085:UTM  16      -  GRASSY RESET 2                           076 34 42.6
 EE0085
 EE0085|---------------------------------------------------------------------|
 EE0085| PID    Reference Object                     Distance      Geod. Az  |
 EE0085|                                                           dddmmss.s |
 EE0085| AB6431 GRASSY RESET 2                      APPROX. 9.3 KM 0780201.0 |
 EE0085| EE1733 JASPER S MUN TANK                   415.180 METERS 1924004.8 |
 EE0085| EE1736 JASPER N MUN TANK                   201.268 METERS 33441     |
 EE0085|---------------------------------------------------------------------|
 EE0085
 EE0085                          SUPERSEDED SURVEY CONTROL
 EE0085
 EE0085  NAD 83(1986)-  34 28 08.16797(N)    084 25 48.57644(W) AD(       ) 2
 EE0085  NAD 27      -  34 28 07.83966(N)    084 25 48.84665(W) AD(       ) 2
 EE0085  NGVD 29 (07/19/86)  451.46   (m)         1481.2    (f) LEVELING    3  
 EE0085
 EE0085.Superseded values are not recommended for survey control.
 EE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0085.See file dsdata.txt to determine how the superseded data were derived.
 EE0085
 EE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3603617149(NAD 83)
 EE0085_MARKER: DD = SURVEY DISK
 EE0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0085_SP_SET: MONUMENT
 EE0085_STAMPING: 112 206
 EE0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0085
 EE0085  HISTORY     - Date     Condition        Report By
 EE0085  HISTORY     - 1972     MONUMENTED       GADT
 EE0085  HISTORY     - 1972     GOOD             NGS
 EE0085  HISTORY     - 20000318 GOOD             GADT
 EE0085
 EE0085                          STATION DESCRIPTION
 EE0085
 EE0085'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE0085'THE STATION IS LOCATED IN THE FRONT LAWN OF THE PICKENS
 EE0085'COUNTY COURTHOUSE.  PERMISSION WAS GIVEN BY MR. J. L. WHITE.
 EE0085'
 EE0085'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE0085'FLUSH WITH THE GROUND.  AN UNDERGROUND MARKER HAS BEEN SET
 EE0085'0.77 METERS BELOW THE STATION.  THE STATION IS LOCATED 30.4
 EE0085'FEET SOUTHEAST OF THE FLAG POLE.  38.0 FEET NORTH OF A
 EE0085'SIDEWALK.  59.5 FEET WEST OF THE COURTHOUSE.  16.0 FEET EAST OF
 EE0085'A SIDEWALK.
 EE0085
 EE0085                          STATION RECOVERY (1972)
 EE0085
 EE0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0085'AT JASPER.
 EE0085'LOCATED IN THE FRONT LAWN OF THE PICKENS COUNTY COURTHOUSE, THE
 EE0085'MARK IS 59.5 FEET WEST OF THE COURTHOUSE, 38 FEET NORTH OF A
 EE0085'SIDEWALK, 30.4 FEET SOUTHEAST OF THE FLAG POLE AND 16 FEET EAST
 EE0085'OF A SIDEWALK, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 EE0085'THE GROUND SURFACE.
 EE0085
 EE0085                          STATION RECOVERY (2000)
 EE0085
 EE0085'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2000
 EE0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1737 ***********************************************************************
 EE1737  DESIGNATION -  BV 112 207 GAHD 1972
 EE1737  PID         -  EE1737
 EE1737  STATE/COUNTY-  GA/PICKENS
 EE1737  USGS QUAD   -  JASPER (1997)
 EE1737
 EE1737                         *CURRENT SURVEY CONTROL
 EE1737  ___________________________________________________________________
 EE1737* NAD 83(1994)-  34 24 40.20222(N)    084 25 06.63025(W)     ADJUSTED  
 EE1737* NAVD 88     -       398.1    (meters)    1306.     (feet)  VERTCON   
 EE1737  ___________________________________________________________________
 EE1737  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EE1737  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE1737
 EE1737  HORZ ORDER  -  SECOND
 EE1737
 EE1737.The horizontal coordinates were established by classical geodetic methods
 EE1737.and adjusted by the National Geodetic Survey in September 1997..
 EE1737
 EE1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1737
 EE1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1737
 EE1737.The geoid height was determined by GEOID03.
 EE1737
 EE1737;                    North         East     Units Scale Factor Converg.
 EE1737;SPC GA W     -   489,137.068   676,848.642   MT  0.99990660   -0 08 32.4
 EE1737;SPC GA W     - 1,604,777.20  2,220,627.59   sFT  0.99990660   -0 08 32.4
 EE1737;UTM  16      - 3,810,768.833   737,269.636   MT  1.00029398   +1 27 34.4
 EE1737
 EE1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1737!SPC GA W     -   0.99994212  x   0.99990660  =   0.99984872
 EE1737!UTM  16      -   0.99994212  x   1.00029398  =   1.00023608
 EE1737
 EE1737:                Primary Azimuth Mark                     Grid Az
 EE1737:SPC GA W     -  SHARP TOP                                290 51 43.2
 EE1737:UTM  16      -  SHARP TOP                                289 15 36.4
 EE1737
 EE1737|---------------------------------------------------------------------|
 EE1737| PID    Reference Object                     Distance      Geod. Az  |
 EE1737|                                                           dddmmss.s |
 EE1737| EE1745 SHARP TOP                           APPROX. 8.7 KM 2904310.8 |
 EE1737|---------------------------------------------------------------------|
 EE1737
 EE1737                          SUPERSEDED SURVEY CONTROL
 EE1737
 EE1737  NAD 83(1986)-  34 24 40.20862(N)    084 25 06.63162(W) AD(       ) 2
 EE1737  NAD 27      -  34 24 39.87390(N)    084 25 06.90412(W) AD(       ) 2
 EE1737  NGVD 29 (07/19/86)  398.1    (m)         1306.     (f) VERT ANG       
 EE1737
 EE1737.Superseded values are not recommended for survey control.
 EE1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1737.See file dsdata.txt to determine how the superseded data were derived.
 EE1737
 EE1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3727010769(NAD 83)
 EE1737_MARKER: DD = SURVEY DISK
 EE1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1737+STABILITY: SURFACE MOTION
 EE1737
 EE1737  HISTORY     - Date     Condition        Report By
 EE1737  HISTORY     - 1972     MONUMENTED       GADT
 EE1737  HISTORY     - 20051019 GOOD             GADT
 EE1737
 EE1737                          STATION DESCRIPTION
 EE1737
 EE1737'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1737'THE STATION IS LOCATED 4 MILES SOUTH OF JASPER, 1.75 MILES WEST
 EE1737'OF TATE, AND 3.5 MILES NORTHWEST OF NELSON.
 EE1737'
 EE1737'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 53 AND
 EE1737'108 IN JASPER, PROCEED SOUTH ON STATE ROUTE 108 FOR 4.3 MILES TO THE
 EE1737'STATION ON THE LEFT AT THE JUNCTION OF STATE ROUTES 108 AND 143.
 EE1737'
 EE1737'THE STATION IS A STANDARD DISK STAMPED 112-207, SET IN A 10
 EE1737'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE1737'UNDERGROUND MARK IS A STANDARD DISK STAMPED 112-207, SET IN AN
 EE1737'IRREGULAR MASS OF CONCRETE 0.81 METER BELOW THE STATION.  THE
 EE1737'STATION IS LOCATED 65.0 FEET SOUTH OF A PAVED COUNTY ROAD, 39.0
 EE1737'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 143, 49.0 FEET EAST
 EE1737'OF THE CENTERLINE OF STATE ROUTE 108, AND 7.6 FEET SOUTHWEST OF
 EE1737'A POWER POLE.
 EE1737'
 EE1737'THE AZIMUTH MARK IS LOCATED 0.35 MILES WEST OF THE STATION ON
 EE1737'STATE ROUTE 143.  IT IS 5.6 FEET NORTHWEST OF A FENCE, 22.0 FEET
 EE1737'EAST OF A TELEPHONE POLE, AND 45.0 FEET SOUTH OF THE CENTERLINE
 EE1737'OF STATE ROUTE 143.
 EE1737'
 EE1737'THE AZIMUTH WAS SET.  NO OBSERVATION WAS MADE DUE TO SWARMS OF
 EE1737'ANGRY YELLOW JACKETS.  POLARIS WILL SERVE FOR AZIMUTH.
 EE1737
 EE1737                          STATION RECOVERY (2005)
 EE1737
 EE1737'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE1737'REPORTED TO GDOT BY A PRIVATE LAND SURVEYOR. REVISED 'TO REACH' IS
 EE1737'FROM JCT. OF SR5/505 + SR108, GO N.E. ON SR108 FOR 0.3 MILE TO THE
 EE1737'STATION ON THE LEFT. UPDATED DISTANCES ARE 36.9 FT. S.E. OF P/POLE,
 EE1737'38.2 FT NW OF CENTER OF SR108, 64 FT SE OF CENTER OF DRIVEWAY TO
 EE1737'REFUGE CHURCH AND 66.5 FT NE OF SE CORNER OF TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1734 ***********************************************************************
 EE1734  DESIGNATION -  BV 112 208
 EE1734  PID         -  EE1734
 EE1734  STATE/COUNTY-  GA/PICKENS
 EE1734  USGS QUAD   -  JASPER (1997)
 EE1734
 EE1734                         *CURRENT SURVEY CONTROL
 EE1734  ___________________________________________________________________
 EE1734* NAD 83(1994)-  34 23 53.22136(N)    084 22 58.39636(W)     ADJUSTED  
 EE1734* NAVD 88     -       420.5    (meters)    1380.     (feet)  VERTCON   
 EE1734  ___________________________________________________________________
 EE1734  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 EE1734  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1734
 EE1734  HORZ ORDER  -  SECOND
 EE1734
 EE1734.The horizontal coordinates were established by classical geodetic methods
 EE1734.and adjusted by the National Geodetic Survey in September 1997..
 EE1734
 EE1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1734
 EE1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1734
 EE1734.The geoid height was determined by GEOID03.
 EE1734
 EE1734;                    North         East     Units Scale Factor Converg.
 EE1734;SPC GA W     -   487,681.991   680,120.092   MT  0.99990487   -0 07 19.7
 EE1734;SPC GA W     - 1,600,003.33  2,231,360.67   sFT  0.99990487   -0 07 19.7
 EE1734;UTM  16      - 3,809,405.219   740,581.796   MT  1.00031349   +1 28 45.2
 EE1734
 EE1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1734!SPC GA W     -   0.99993860  x   0.99990487  =   0.99984348
 EE1734!UTM  16      -   0.99993860  x   1.00031349  =   1.00025207
 EE1734
 EE1734:                Primary Azimuth Mark                     Grid Az
 EE1734:SPC GA W     -  BV 112 208 AZ MK                         158 18 13.4
 EE1734:UTM  16      -  BV 112 208 AZ MK                         156 42 08.5
 EE1734
 EE1734|---------------------------------------------------------------------|
 EE1734| PID    Reference Object                     Distance      Geod. Az  |
 EE1734|                                                           dddmmss.s |
 EE1734| CZ4452 BV 112 208 AZ MK                                   1581053.7 |
 EE1734|---------------------------------------------------------------------|
 EE1734
 EE1734                          SUPERSEDED SURVEY CONTROL
 EE1734
 EE1734  NAD 83(1986)-  34 23 53.22764(N)    084 22 58.39701(W) AD(       ) 2
 EE1734  NAD 27      -  34 23 52.89419(N)    084 22 58.67408(W) AD(       ) 2
 EE1734  NGVD 29 (07/19/86)  420.5    (m)         1380.     (f) VERT ANG       
 EE1734
 EE1734.Superseded values are not recommended for survey control.
 EE1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1734.See file dsdata.txt to determine how the superseded data were derived.
 EE1734
 EE1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4058209405(NAD 83)
 EE1734_MARKER: DD = SURVEY DISK
 EE1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1734
 EE1734  HISTORY     - Date     Condition        Report By
 EE1734  HISTORY     - 1972     MONUMENTED       GADT
 EE1734
 EE1734                          STATION DESCRIPTION
 EE1734
 EE1734'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1734'THE STATION IS LOCATED 5.2 MILES SOUTHWEST OF JASPER AND 1 MILE
 EE1734'SOUTH OF TATE.
 EE1734'
 EE1734'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 53 AND
 EE1734'5 IN TATE, PROCEED SOUTH ON STATE ROUTE 5 FOR 1.15 MILES TO THE
 EE1734'STATION ON THE LEFT.
 EE1734'
 EE1734'THE STATION IS A STANDARD BRASS DISK STAMPED 112-208, SET IN A
 EE1734'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1734'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 112-208,
 EE1734'SET IN AN IRREGULAR MASS OF CONCRETE 0.76 METER BELOW THE
 EE1734'STATION.  THE STATION IS LOCATED 57.0 FEET WEST OF THE CENTERLINE
 EE1734'OF STATE ROUTE 5, 53.8 FEET SOUTHEAST OF AN 8 INCH PINE TREE,
 EE1734'AND 49.2 FEET SOUTH OF A POWER POLE.
 EE1734'
 EE1734'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AZI, SET IN A 10
 EE1734'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EE1734'LOCATED 0.35 MILE SOUTH OF THE STATION ON STATE ROUTE 5.  IT IS
 EE1734'8.6 FEET SOUTHEAST OF AN 8 INCH OAK TREE, 17.4 FEET WEST OF
 EE1734'A POWER POLE, AND 9.5 FEET NORTHEAST OF A 6 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1721 ***********************************************************************
 EE1721  DESIGNATION -  BV 112 209 GAHD 1972
 EE1721  PID         -  EE1721
 EE1721  STATE/COUNTY-  GA/PICKENS
 EE1721  USGS QUAD   -  NELSON (1997)
 EE1721
 EE1721                         *CURRENT SURVEY CONTROL
 EE1721  ___________________________________________________________________
 EE1721* NAD 83(1994)-  34 24 52.18874(N)    084 16 47.42058(W)     ADJUSTED  
 EE1721* NAVD 88     -       438.2    (meters)    1438.     (feet)  VERTCON   
 EE1721  ___________________________________________________________________
 EE1721  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EE1721  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE1721
 EE1721  HORZ ORDER  -  SECOND
 EE1721
 EE1721.The horizontal coordinates were established by classical geodetic methods
 EE1721.and adjusted by the National Geodetic Survey in September 1997..
 EE1721
 EE1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1721
 EE1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1721
 EE1721.The geoid height was determined by GEOID03.
 EE1721
 EE1721;                    North         East     Units Scale Factor Converg.
 EE1721;SPC GA W     -   489,483.435   689,596.688   MT  0.99990133   -0 03 50.3
 EE1721;SPC GA W     - 1,605,913.57  2,262,451.80   sFT  0.99990133   -0 03 50.3
 EE1721;UTM  16      - 3,811,471.757   750,008.470   MT  1.00037051   +1 32 17.4
 EE1721
 EE1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1721!SPC GA W     -   0.99993582  x   0.99990133  =   0.99983716
 EE1721!UTM  16      -   0.99993582  x   1.00037051  =   1.00030631
 EE1721
 EE1721:                Primary Azimuth Mark                     Grid Az
 EE1721:SPC GA W     -  GRASSY RESET 2                           329 18 34.2
 EE1721:UTM  16      -  GRASSY RESET 2                           327 42 26.5
 EE1721
 EE1721|---------------------------------------------------------------------|
 EE1721| PID    Reference Object                     Distance      Geod. Az  |
 EE1721|                                                           dddmmss.s |
 EE1721| AB6431 GRASSY RESET 2                      APPROX. 9.3 KM 3291443.9 |
 EE1721|---------------------------------------------------------------------|
 EE1721
 EE1721                          SUPERSEDED SURVEY CONTROL
 EE1721
 EE1721  NAD 83(1986)-  34 24 52.19566(N)    084 16 47.42029(W) AD(       ) 2
 EE1721  NAD 27      -  34 24 51.85935(N)    084 16 47.71024(W) AD(       ) 2
 EE1721  NGVD 29 (07/19/86)  438.2    (m)         1438.     (f) VERT ANG       
 EE1721
 EE1721.Superseded values are not recommended for survey control.
 EE1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1721.See file dsdata.txt to determine how the superseded data were derived.
 EE1721
 EE1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5000811472(NAD 83)
 EE1721_MARKER: DD = SURVEY DISK
 EE1721_SETTING: 0 = UNSPECIFIED SETTING
 EE1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1721
 EE1721  HISTORY     - Date     Condition        Report By
 EE1721  HISTORY     - 1972     MONUMENTED       GADT
 EE1721
 EE1721                          STATION DESCRIPTION
 EE1721
 EE1721'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1721'THE STATION IS LOCATED 9.3 MILES WEST OF DAWNSONVILLE,
 EE1721'GEORGIA.  6.2 MILES EAST OF THE INTERSECTION OF GA. 5 AND GA. 143
 EE1721'IN TATE, GEORGIA.  7.7 MILES NORTHEAST OF BALLGROUND, GEORGIA.
 EE1721'
 EE1721'TO REACH FROM THE INTERSECTION OF GA. 5 AND GA. 53 IN JASPER,
 EE1721'GEORGIA, PROCEED SOUTH ON GA. 53, GA. 5 FOR 5.90 MILES TO THE
 EE1721'INTERSECTION OF GA. 5 AND GA. 53.  PROCEED EAST ON GA. 53
 EE1721'FOR 8.75 MILES TO COUNTY ROAD 5861.  PROCEED NORTH ON COUNTY
 EE1721'ROAD 5861 FOR 0.12 MILES TO THE STATION ON THE RIGHT.
 EE1721'
 EE1721'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1721'FLUSH WITH THE GROUND.  AN UNDERGROUND MARK HAS BEEN SET 0.74
 EE1721'METERS BELOW THE STATION.  THE STATION IS LOCATED 31.6 FEET
 EE1721'EAST OF THE CENTERLINE OF COUNTY ROAD 5861.  107.0 FEET NORTHEAST
 EE1721'OF THE P.I. OF DIRT DRIVE AND COUNTY ROAD.  68.5 FEET WEST OF
 EE1721'A 24 INCH OAK TREE.  126.2 FEET NORTH OF A POWER POLE.
 EE1721'
 EE1721'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ON COUNTY
 EE1721'ROAD 5861 FOR 0.15 MILES TO THE STATION ON THE RIGHT.  THE MARK IS A
 EE1721'STANDARD DISK STAMPED BV112-16 SET IN A CONCRETE POST FLUSH WITH
 EE1721'THE GROUND.  IT IS 13.7 FEET EAST OF THE CENTERLINE OF COUNTY
 EE1721'ROAD 5861, 55.2 FEET EAST OF A POWER POLE, 103.7 FEET SOUTH OF A
 EE1721'40-INCH OAK TREE, 15.4 FEET SOUTHWEST OF A 20-INCH HICKORY TREE,
 EE1721'AND 20.0 FEET NORTHWEST OF A 20-INCH HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1735 ***********************************************************************
 EE1735  DESIGNATION -  BV 112 210
 EE1735  PID         -  EE1735
 EE1735  STATE/COUNTY-  GA/PICKENS
 EE1735  USGS QUAD   -  JASPER (1997)
 EE1735
 EE1735                         *CURRENT SURVEY CONTROL
 EE1735  ___________________________________________________________________
 EE1735* NAD 83(1994)-  34 22 59.89410(N)    084 28 17.98072(W)     ADJUSTED  
 EE1735* NAVD 88     -       408.7    (meters)    1341.     (feet)  VERTCON   
 EE1735  ___________________________________________________________________
 EE1735  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EE1735  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1735
 EE1735  HORZ ORDER  -  SECOND
 EE1735
 EE1735.The horizontal coordinates were established by classical geodetic methods
 EE1735.and adjusted by the National Geodetic Survey in September 1997..
 EE1735
 EE1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1735
 EE1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1735
 EE1735.The geoid height was determined by GEOID03.
 EE1735
 EE1735;                    North         East     Units Scale Factor Converg.
 EE1735;SPC GA W     -   486,059.908   671,953.081   MT  0.99990969   -0 10 20.1
 EE1735;SPC GA W     - 1,594,681.55  2,204,566.07   sFT  0.99990969   -0 10 20.1
 EE1735;UTM  16      - 3,807,554.878   732,460.187   MT  1.00026613   +1 25 42.5
 EE1735
 EE1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1735!SPC GA W     -   0.99994046  x   0.99990969  =   0.99985015
 EE1735!UTM  16      -   0.99994046  x   1.00026613  =   1.00020657
 EE1735
 EE1735:                Primary Azimuth Mark                     Grid Az
 EE1735:SPC GA W     -  BV 112 210 AZ MK                         011 39 40.0
 EE1735:UTM  16      -  BV 112 210 AZ MK                         010 03 37.4
 EE1735
 EE1735|---------------------------------------------------------------------|
 EE1735| PID    Reference Object                     Distance      Geod. Az  |
 EE1735|                                                           dddmmss.s |
 EE1735| CZ4453 BV 112 210 AZ MK                                   0112919.9 |
 EE1735|---------------------------------------------------------------------|
 EE1735
 EE1735                          SUPERSEDED SURVEY CONTROL
 EE1735
 EE1735  NAD 83(1986)-  34 22 59.89996(N)    084 28 17.98216(W) AD(       ) 2
 EE1735  NAD 27      -  34 22 59.56546(N)    084 28 18.24572(W) AD(       ) 2
 EE1735  NGVD 29 (07/19/86)  408.7    (m)         1341.     (f) VERT ANG       
 EE1735
 EE1735.Superseded values are not recommended for survey control.
 EE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1735.See file dsdata.txt to determine how the superseded data were derived.
 EE1735
 EE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD3246007555(NAD 83)
 EE1735_MARKER: DD = SURVEY DISK
 EE1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1735
 EE1735  HISTORY     - Date     Condition        Report By
 EE1735  HISTORY     - 1972     MONUMENTED       GADT
 EE1735
 EE1735                          STATION DESCRIPTION
 EE1735
 EE1735'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1735'THE STATION IS LOCATED 5.8 MILES WEST OF NELSON, 6.3 MILES
 EE1735'NORTHWEST OF BALL GROUND, AND 10.1 MILES NORTH OF CANTON.
 EE1735'
 EE1735'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 53 AND
 EE1735'108 IN JASPER, GO SOUTH ON STATE ROUTE 108 FOR 4.4 MILES TO THE
 EE1735'JUNCTION OF STATE ROUTE 143.  PROCEED WEST ON STATE ROUTE 143
 EE1735'FOR 3.4 MILES TO THE JUNCTION OF STATE ROUTE 156.  PROCEED
 EE1735'SOUTHWEST ALONG STATE ROUTE 156 FOR 0.8 MILE TO THE JUNCTION OF
 EE1735'COUNTY ROAD 92245.  GO EAST ALONG COUNTY ROAD 92245 FOR 0.15
 EE1735'MILE TO THE JUNCTION OF A SAWMILL TRACK ROAD TO THE LEFT.  GO
 EE1735'ALONG THE SAWMILL TRACK ROAD EASTERLY FOR 0.2 MILE TO THE
 EE1735'STATION.
 EE1735'
 EE1735'THE STATION IS A STANDARD DISK STAMPED 112-210, SET IN A 10 INCH
 EE1735'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 EE1735'UNDERGROUND MARK IS A STANDARD DISK STAMPED 112-210, SET IN AN
 EE1735'IRREGULAR MASS OF CONCRETE 0.86 METER BELOW THE GROUND
 EE1735'SURFACE.  IT IS 209.0 FEET NORTHEAST OF A TELEPHONE POLE, 49.0
 EE1735'FEET EAST OF THE CENTERLINE OF THE SAWMILL ROAD, AND 119.0 FEET
 EE1735'NORTH OF A 4 INCH PINE TREE.
 EE1735'
 EE1735'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 112-210 AZI, SET IN
 EE1735'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1735'SURFACE OF THE GROUND.
 EE1735'
 EE1735'TO REACH THE AZIMUTH FROM THE JUNCTION OF STATE ROUTES 143 AND
 EE1735'156, GO EASTERLY ALONG STATE ROUTE 143 (COUNTY ROAD 92816) FOR
 EE1735'0.3 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 44.2 FEET SOUTH
 EE1735'OF A 3 INCH PINE TREE AND 96.1 FEET EAST OF THE POINT OF
 EE1735'INTERSECTION OF THE ROAD AND A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1741 ***********************************************************************
 EE1741  DESIGNATION -  BV 112 211 GAHD 1972
 EE1741  PID         -  EE1741
 EE1741  STATE/COUNTY-  GA/PICKENS
 EE1741  USGS QUAD   -  LUDVILLE (1981)
 EE1741
 EE1741                         *CURRENT SURVEY CONTROL
 EE1741  ___________________________________________________________________
 EE1741* NAD 83(1994)-  34 24 32.05481(N)    084 34 20.68819(W)     ADJUSTED  
 EE1741* NAVD 88     -       400.1    (meters)    1313.     (feet)  VERTCON   
 EE1741  ___________________________________________________________________
 EE1741  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 EE1741  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE1741
 EE1741  HORZ ORDER  -  SECOND
 EE1741
 EE1741.The horizontal coordinates were established by classical geodetic methods
 EE1741.and adjusted by the National Geodetic Survey in September 1997..
 EE1741
 EE1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1741
 EE1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1741
 EE1741.The geoid height was determined by GEOID03.
 EE1741
 EE1741;                    North         East     Units Scale Factor Converg.
 EE1741;SPC GA W     -   488,931.922   662,699.359   MT  0.99991714   -0 13 45.4
 EE1741;SPC GA W     - 1,604,104.15  2,174,206.15   sFT  0.99991714   -0 13 45.4
 EE1741;UTM  16      - 3,810,168.052   723,126.781   MT  1.00021371   +1 22 20.6
 EE1741
 EE1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1741!SPC GA W     -   0.99994180  x   0.99991714  =   0.99985894
 EE1741!UTM  16      -   0.99994180  x   1.00021371  =   1.00015550
 EE1741
 EE1741:                Primary Azimuth Mark                     Grid Az
 EE1741:SPC GA W     -  PINE LOG MTN LOT                         211 51 24.8
 EE1741:UTM  16      -  PINE LOG MTN LOT                         210 15 18.8
 EE1741
 EE1741|---------------------------------------------------------------------|
 EE1741| PID    Reference Object                     Distance      Geod. Az  |
 EE1741|                                                           dddmmss.s |
 EE1741| EE1759 PINE LOG MTN LOT                    APPROX.11.4 KM 2113739.4 |
 EE1741|---------------------------------------------------------------------|
 EE1741
 EE1741                          SUPERSEDED SURVEY CONTROL
 EE1741
 EE1741  NAD 83(1994)-  34 24 32.06031(N)    084 34 20.69006(W) AD(       ) 2
 EE1741  NAD 83(1986)-  34 24 32.06046(N)    084 34 20.68997(W) AD(       ) 2
 EE1741  NAD 27      -  34 24 31.72976(N)    084 34 20.94395(W) AD(       ) 2
 EE1741  NGVD 29 (07/19/86)  400.1    (m)         1313.     (f) VERT ANG       
 EE1741
 EE1741.Superseded values are not recommended for survey control.
 EE1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1741.See file dsdata.txt to determine how the superseded data were derived.
 EE1741
 EE1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2312710168(NAD 83)
 EE1741_MARKER: DD = SURVEY DISK
 EE1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1741+STABILITY: SURFACE MOTION
 EE1741
 EE1741  HISTORY     - Date     Condition        Report By
 EE1741  HISTORY     - 1972     MONUMENTED       GADT
 EE1741
 EE1741                          STATION DESCRIPTION
 EE1741
 EE1741'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1741'THE STATION IS LOCATED 12.5 MILES NORTH OF CANTON, 7.5 MILES
 EE1741'EAST OF FAIRMOUNT, AND 9.2 MILES NORTHEAST OF THE INTERSECTION OF
 EE1741'STATE ROUTE 140 AND U.S. 411.
 EE1741'
 EE1741'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140
 EE1741'AND U.S. 411, ABOUT 4.5 MILES NORTH-NORTHEAST OF WHITE, PROCEED
 EE1741'EAST ON STATE ROUTE 140 TO THE CHEROKEE COUNTY LINE.  CONTINUE
 EE1741'EAST ON STATE ROUTE 140 FOR 4.35 MILES TO COUNTY ROAD
 EE1741'92244.  PROCEED NORTH ON COUNTY ROAD 92244 FOR 3.6 MILES TO A
 EE1741'BRIDGE OVER SALACOA CREEK.  CONTINUE NORTH ON COUNTY ROAD 92244
 EE1741'FOR 3.0 MILES TO THE INTERSECTION OF STATE ROUTE 143, PROCEED
 EE1741'EAST ON STATE ROUTE 143 FOR 1.1 MILES TO COUNTY ROAD 157.
 EE1741'PROCEED SOUTHWEST ON COUNTRY ROAD 157 FOR 0.6 MILE TO THE STATION
 EE1741'AT THE TOP OF A HILL.
 EE1741'
 EE1741'THE STATION IS A STANDARD DISK STAMPED 112-211, SET IN A 10
 EE1741'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1741'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 112-211,
 EE1741'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 0.8 METER BELOW THE
 EE1741'GROUND.  IT IS LOCATED 342.4 FEET SOUTHWEST OF THE CENTER OF A
 EE1741'GATE AND 113.2 FEET NORTHWEST OF THE HIGHEST POINT ON THE HILL.
 EE1741'
 EE1741'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE1741'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2941 ***********************************************************************
 DG2941  DESIGNATION -  BV 114 200
 DG2941  PID         -  DG2941
 DG2941  STATE/COUNTY-  GA/PIKE
 DG2941  USGS QUAD   -  ZEBULON (1981)
 DG2941
 DG2941                         *CURRENT SURVEY CONTROL
 DG2941  ___________________________________________________________________
 DG2941* NAD 83(1994)-  33 02 33.73785(N)    084 20 44.72527(W)     ADJUSTED  
 DG2941* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 DG2941  ___________________________________________________________________
 DG2941  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DG2941  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DG2941
 DG2941  HORZ ORDER  -  SECOND
 DG2941
 DG2941.The horizontal coordinates were established by classical geodetic methods
 DG2941.and adjusted by the National Geodetic Survey in September 1997..
 DG2941
 DG2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2941
 DG2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2941
 DG2941.The geoid height was determined by GEOID03.
 DG2941
 DG2941;                    North         East     Units Scale Factor Converg.
 DG2941;SPC GA W     -   337,351.349   683,273.160   MT  0.99990345   -0 05 51.5
 DG2941;SPC GA W     - 1,106,793.55  2,241,705.36   sFT  0.99990345   -0 05 51.5
 DG2941;UTM  16      - 3,659,153.070   747,865.019   MT  1.00035758   +1 26 52.8
 DG2941
 DG2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2941!SPC GA W     -   0.99996324  x   0.99990345  =   0.99986670
 DG2941!UTM  16      -   0.99996324  x   1.00035758  =   1.00032081
 DG2941
 DG2941:                Primary Azimuth Mark                     Grid Az
 DG2941:SPC GA W     -  BV 114 200 AZ MK                         040 13 32.5
 DG2941:UTM  16      -  BV 114 200 AZ MK                         038 40 48.2
 DG2941
 DG2941|---------------------------------------------------------------------|
 DG2941| PID    Reference Object                     Distance      Geod. Az  |
 DG2941|                                                           dddmmss.s |
 DG2941| CY9706 BV 114 200 AZ MK                                   0400741.0 |
 DG2941| CM1611 THOMASTON GA DOT RAD MAST           APPROX. 5.3 KM 1683537.3 |
 DG2941| DG2940 BV 114 200 GADT 1974 PTA             22.627 METERS 22939     |
 DG2941|---------------------------------------------------------------------|
 DG2941
 DG2941                          SUPERSEDED SURVEY CONTROL
 DG2941
 DG2941  NAD 83(1986)-  33 02 33.74356(N)    084 20 44.72462(W) AD(       ) 2
 DG2941  NAD 27      -  33 02 33.28330(N)    084 20 45.01189(W) AD(       ) 2
 DG2941  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 DG2941
 DG2941.Superseded values are not recommended for survey control.
 DG2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2941.See file dsdata.txt to determine how the superseded data were derived.
 DG2941
 DG2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4786559153(NAD 83)
 DG2941_MARKER: DD = SURVEY DISK
 DG2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2941
 DG2941  HISTORY     - Date     Condition        Report By
 DG2941  HISTORY     - 1974     MONUMENTED       GADT
 DG2941
 DG2941                          STATION DESCRIPTION
 DG2941
 DG2941'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2941'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTH OF
 DG2941'ZEBULON, 10-3/4 MILES NORTH OF THOMASTON, AND 10-3/4 MILES WEST
 DG2941'OF BARNESVILLE ON STATE RIGHT OF WAY.
 DG2941'
 DG2941'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 DG2941'(STATE ROUTE 3) AND STATE ROUTE 74, GO NORTH ON U.S. HIGHWAY 19
 DG2941'FOR 6.85 MILES TO THREE MILE CREEK BRIDGE.  CONTINUE AHEAD FOR
 DG2941'5.1 MILES TO THE JUNCTION OF STATE ROUTE 109 TO THE LEFT.  TURN
 DG2941'LEFT, GOING WEST ON STATE ROUTE 109 FOR 0.1 MILE TO THE STATION
 DG2941'ON THE RIGHT.
 DG2941'
 DG2941'THE STATION IS A STANDARD BRASS DISK STAMPED 114-200, SET IN THE
 DG2941'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2941'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2941'STAMPED 114-200, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2941'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.  IT
 DG2941'IS LOCATED 43.0 FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE
 DG2941'109, 4.8 FEET SOUTHEAST OF A WITNESS POST LOCATED NEAR A FENCE,
 DG2941'156.0 FEET WEST OF A TELEPHONE POLE LOCATED ON THE NORTH SIDE
 DG2941'OF THE ROAD, AND 197.0 FEET NORTHWEST OF A POWER POLE LOCATED
 DG2941'ON THE SOUTH SIDE OF THE ROAD.
 DG2941'
 DG2941'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 19
 DG2941'AND STATE ROUTE 109, GO NORTH ON U.S. HIGHWAY 19 FOR 0.15 MILE
 DG2941'TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 114-200
 DG2941'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG2941'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 38.0 FEET
 DG2941'WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS
 DG2941'POST SET NEAR A FENCE, AND 213.5 FEET WEST OF A POWER POLE
 DG2941'LOCATED ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1608 ***********************************************************************
 CM1608  DESIGNATION -  BV 114 201
 CM1608  PID         -  CM1608
 CM1608  STATE/COUNTY-  GA/PIKE
 CM1608  USGS QUAD   -  THOMASTON (1985)
 CM1608
 CM1608                         *CURRENT SURVEY CONTROL
 CM1608  ___________________________________________________________________
 CM1608* NAD 83(1994)-  32 59 32.40142(N)    084 16 35.95978(W)     ADJUSTED  
 CM1608* NAVD 88     -       224.     (meters)     735.     (feet)  VERTCON   
 CM1608  ___________________________________________________________________
 CM1608  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CM1608  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CM1608
 CM1608  HORZ ORDER  -  SECOND
 CM1608
 CM1608.The horizontal coordinates were established by classical geodetic methods
 CM1608.and adjusted by the National Geodetic Survey in September 1997..
 CM1608
 CM1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1608
 CM1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1608
 CM1608.The geoid height was determined by GEOID03.
 CM1608
 CM1608;                    North         East     Units Scale Factor Converg.
 CM1608;SPC GA W     -   331,756.616   689,721.327   MT  0.99990130   -0 03 35.6
 CM1608;SPC GA W     - 1,088,438.16  2,262,860.72   sFT  0.99990130   -0 03 35.6
 CM1608;UTM  16      - 3,653,731.608   754,464.791   MT  1.00039847   +1 29 01.4
 CM1608
 CM1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1608!SPC GA W     -   0.99996917  x   0.99990130  =   0.99987047
 CM1608!UTM  16      -   0.99996917  x   1.00039847  =   1.00036763
 CM1608
 CM1608:                Primary Azimuth Mark                     Grid Az
 CM1608:SPC GA W     -  THOMASTON GA DOT RAD MAST                274 36 31.9
 CM1608:UTM  16      -  THOMASTON GA DOT RAD MAST                273 03 54.9
 CM1608
 CM1608|---------------------------------------------------------------------|
 CM1608| PID    Reference Object                     Distance      Geod. Az  |
 CM1608|                                                           dddmmss.s |
 CM1608| CM1611 THOMASTON GA DOT RAD MAST           APPROX. 5.4 KM 2743256.3 |
 CM1608| CY8558 BV 114 201 AZ MK                                   3252907.7 |
 CM1608| CM1609 BV 114 201 GADT 1974 PTA             22.210 METERS 32728     |
 CM1608|---------------------------------------------------------------------|
 CM1608
 CM1608                          SUPERSEDED SURVEY CONTROL
 CM1608
 CM1608  NAD 83(1986)-  32 59 32.40722(N)    084 16 35.95918(W) AD(       ) 2
 CM1608  NAD 27      -  32 59 31.94334(N)    084 16 36.25222(W) AD(       ) 2
 CM1608  NGVD 29 (07/19/86)  224.     (m)          735.     (f) VERT ANG       
 CM1608
 CM1608.Superseded values are not recommended for survey control.
 CM1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1608.See file dsdata.txt to determine how the superseded data were derived.
 CM1608
 CM1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5446553732(NAD 83)
 CM1608_MARKER: DD = SURVEY DISK
 CM1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1608
 CM1608  HISTORY     - Date     Condition        Report By
 CM1608  HISTORY     - 1974     MONUMENTED       GADT
 CM1608
 CM1608                          STATION DESCRIPTION
 CM1608
 CM1608'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1608'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES SOUTHEAST OF
 CM1608'ZEBULON, 8 MILES NORTHEAST OF THOMASTON, AND 9-1/2 MILES NORTHWEST
 CM1608'OF YATESVILLE ON THE PROPERTY OF MISS OPAL HENDRICK, ROUTE 1, THE
 CM1608'ROCK, GA.  PHONE 912-567-3709.
 CM1608'
 CM1608'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 CM1608'(STATE ROUTE 3) AND STATE ROUTE 74 IN THOMASTON, TRAVEL NORTH ON
 CM1608'U.S. HIGHWAY 19 FOR 6.95 MILES TO A BRIDGE OVER THREE MILE
 CM1608'CREEK.  CONTINUE NORTH ON U.S. HIGHWAY 19 FOR 3.35 MILES TO THE
 CM1608'INTERSECTION OF U.S. HIGHWAY 19 AND COUNTY ROAD 92074.  TURN
 CM1608'RIGHT ON COUNTY ROAD 92074, TRAVELING EAST FOR 2.2 MILES TO THE
 CM1608'INTERSECTION OF COUNTY ROAD 180, CROSSING AT THE COMMUNITY
 CM1608'OF VEGA.  TURN RIGHT ON COUNTY ROAD 180, TRAVELING SOUTH FOR
 CM1608'1.3 MILES TO THE CROSSING OF COUNTY ROAD 92050.  CONTINUE SOUTH ON
 CM1608'COUNTY ROAD 180 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CM1608'CONTINUE SOUTH ON COUNTY ROAD 180 FOR 0.35 MILE TO THE STATION
 CM1608'ON THE LEFT.
 CM1608'
 CM1608'THE STATION IS A STANDARD BRASS DISK STAMPED 114-201, SET IN THE
 CM1608'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1608'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1608'114-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.79
 CM1608'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 40 FEET
 CM1608'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 180, 16.5 FEET
 CM1608'NORTHEAST OF A WITNESS POST SET ON A FENCELINE, 102 FEET
 CM1608'SOUTHWEST OF A POWER POLE, AND 8.5 FEET NORTHWEST OF A 10
 CM1608'INCH PINE TREE.
 CM1608'
 CM1608'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 114-201 AZMK, SET IN
 CM1608'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1608'SURFACE OF THE GROUND.  IT IS LOCATED 26 FEET EAST OF COUNTY ROAD
 CM1608'180, 4 FEET NORTHEAST OF A WITNESS POST SET ON A FENCELINE, 50
 CM1608'FEET EAST OF A 6 INCH PINE TREE ON A FENCELINE ON THE WEST SIDE OF
 CM1608'THE ROAD, AND 89 FEET SOUTHEAST OF A 15 INCH OAK TREE ON THE
 CM1608'EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2943 ***********************************************************************
 DG2943  DESIGNATION -  BV 114 202
 DG2943  PID         -  DG2943
 DG2943  STATE/COUNTY-  GA/PIKE
 DG2943  USGS QUAD   -  ZEBULON (1981)
 DG2943
 DG2943                         *CURRENT SURVEY CONTROL
 DG2943  ___________________________________________________________________
 DG2943* NAD 83(1994)-  33 03 09.59089(N)    084 17 51.69740(W)     ADJUSTED  
 DG2943* NAVD 88     -       236.     (meters)     774.     (feet)  VERTCON   
 DG2943  ___________________________________________________________________
 DG2943  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DG2943  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DG2943
 DG2943  HORZ ORDER  -  SECOND
 DG2943
 DG2943.The horizontal coordinates were established by classical geodetic methods
 DG2943.and adjusted by the National Geodetic Survey in September 1997..
 DG2943
 DG2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2943
 DG2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2943
 DG2943.The geoid height was determined by GEOID03.
 DG2943
 DG2943;                    North         East     Units Scale Factor Converg.
 DG2943;SPC GA W     -   338,449.141   687,763.600   MT  0.99990185   -0 04 17.3
 DG2943;SPC GA W     - 1,110,395.22  2,256,437.74   sFT  0.99990185   -0 04 17.3
 DG2943;UTM  16      - 3,660,372.174   752,326.299   MT  1.00038509   +1 28 28.7
 DG2943
 DG2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2943!SPC GA W     -   0.99996732  x   0.99990185  =   0.99986918
 DG2943!UTM  16      -   0.99996732  x   1.00038509  =   1.00035240
 DG2943
 DG2943|---------------------------------------------------------------------|
 DG2943| PID    Reference Object                     Distance      Geod. Az  |
 DG2943|                                                           dddmmss.s |
 DG2943| DG2944 BV 114 202 GADT 1974 PTA             19.520 METERS 04744     |
 DG2943| CY9707 BV 114 202 AZ MK                                   0581716.4 |
 DG2943|---------------------------------------------------------------------|
 DG2943
 DG2943                          SUPERSEDED SURVEY CONTROL
 DG2943
 DG2943  NAD 83(1986)-  33 03 09.59658(N)    084 17 51.69686(W) AD(       ) 2
 DG2943  NAD 27      -  33 03 09.13878(N)    084 17 51.98704(W) AD(       ) 2
 DG2943  NGVD 29 (07/19/86)  236.     (m)          774.     (f) VERT ANG       
 DG2943
 DG2943.Superseded values are not recommended for survey control.
 DG2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2943.See file dsdata.txt to determine how the superseded data were derived.
 DG2943
 DG2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5232660372(NAD 83)
 DG2943_MARKER: DD = SURVEY DISK
 DG2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2943
 DG2943  HISTORY     - Date     Condition        Report By
 DG2943  HISTORY     - 1974     MONUMENTED       GADT
 DG2943
 DG2943                          STATION DESCRIPTION
 DG2943
 DG2943'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2943'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE EAST OF MEANSVILLE,
 DG2943'4 MILES NORTHWEST OF PIEDMONT, AND 4-1/4 MILES SOUTHEAST OF
 DG2943'ZEBULON ON STATE RIGHT OF WAY.
 DG2943'
 DG2943'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 109 AND
 DG2943'THE SOUTHERN RAILWAY IN MEANSVILLE, ABOUT 4-1/4 MILES SOUTHEAST OF
 DG2943'ZEBULON, GO EAST ALONG STATE ROUTE 109 FOR 0.5 MILE TO THE
 DG2943'STATION ON THE RIGHT.
 DG2943'
 DG2943'THE STATION IS A STANDARD BRASS DISK STAMPED 114-202, SET IN THE
 DG2943'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2943'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2943'STAMPED 114-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2943'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2943'LOCATED 2.0 FEET NORTH OF A WITNESS POST SET AT A FENCELINE,
 DG2943'17.0 FEET WEST OF A GRAVE MARKER (WILLIAMS), 55.0 FEET
 DG2943'WEST OF A TWIN OAK TREE, AND 28.1 FEET SOUTH OF THE CENTERLINE
 DG2943'OF STATE ROUTE 109.
 DG2943'
 DG2943'TO REACH THE AZIMUTH MARK CONTINUE EAST ALONG STATE ROUTE 109
 DG2943'FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD BRASS
 DG2943'DISK STAMPED 114-202 AZMK, SET IN THE TOP OF A 10 INCH
 DG2943'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND,
 DG2943'ON STATE RIGHT OF WAY.  IT IS LOCATED 24.5 FEET NORTHEAST OF THE
 DG2943'CENTERLINE OF STATE ROUTE 109, 3.0 FEET SOUTH OF A WITNESS POST,
 DG2943'3.0 FEET EAST OF A POWER POLE, AND 110.0 FEET SOUTHWEST OF A
 DG2943'20 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2946 ***********************************************************************
 DG2946  DESIGNATION -  BV 114 203
 DG2946  PID         -  DG2946
 DG2946  STATE/COUNTY-  GA/PIKE
 DG2946  USGS QUAD   -  ZEBULON (1981)
 DG2946
 DG2946                         *CURRENT SURVEY CONTROL
 DG2946  ___________________________________________________________________
 DG2946* NAD 83(1994)-  33 06 07.96473(N)    084 19 41.12645(W)     ADJUSTED  
 DG2946* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 DG2946  ___________________________________________________________________
 DG2946  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DG2946  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DG2946
 DG2946  HORZ ORDER  -  SECOND
 DG2946
 DG2946.The horizontal coordinates were established by classical geodetic methods
 DG2946.and adjusted by the National Geodetic Survey in September 1997..
 DG2946
 DG2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2946
 DG2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2946
 DG2946.The geoid height was determined by GEOID03.
 DG2946
 DG2946;                    North         East     Units Scale Factor Converg.
 DG2946;SPC GA W     -   343,947.746   684,933.324   MT  0.99990280   -0 05 17.4
 DG2946;SPC GA W     - 1,128,435.23  2,247,152.08   sFT  0.99990280   -0 05 17.4
 DG2946;UTM  16      - 3,665,794.927   749,347.188   MT  1.00036666   +1 27 35.9
 DG2946
 DG2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2946!SPC GA W     -   0.99995951  x   0.99990280  =   0.99986231
 DG2946!UTM  16      -   0.99995951  x   1.00036666  =   1.00032615
 DG2946
 DG2946:                Primary Azimuth Mark                     Grid Az
 DG2946:SPC GA W     -  BV 114 203 AZ MK                         266 54 50.1
 DG2946:UTM  16      -  BV 114 203 AZ MK                         265 21 56.8
 DG2946
 DG2946|---------------------------------------------------------------------|
 DG2946| PID    Reference Object                     Distance      Geod. Az  |
 DG2946|                                                           dddmmss.s |
 DG2946| CY9708 BV 114 203 AZ MK                                   2664932.7 |
 DG2946| DG2947 ZEBULON MUN TANK                    APPROX. 1.4 KM 2752553.3 |
 DG2946|---------------------------------------------------------------------|
 DG2946
 DG2946                          SUPERSEDED SURVEY CONTROL
 DG2946
 DG2946  NAD 83(1986)-  33 06 07.97048(N)    084 19 41.12600(W) AD(       ) 2
 DG2946  NAD 27      -  33 06 07.51762(N)    084 19 41.41452(W) AD(       ) 2
 DG2946  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 DG2946
 DG2946.Superseded values are not recommended for survey control.
 DG2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2946.See file dsdata.txt to determine how the superseded data were derived.
 DG2946
 DG2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4934765795(NAD 83)
 DG2946_MARKER: DD = SURVEY DISK
 DG2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2946
 DG2946  HISTORY     - Date     Condition        Report By
 DG2946  HISTORY     - 1974     MONUMENTED       GADT
 DG2946
 DG2946                          STATION DESCRIPTION
 DG2946
 DG2946'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2946'THE STATION IS LOCATED IN ZEBULON ON THE PROPERTY OF J. MURRAY.
 DG2946'
 DG2946'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 3
 DG2946'(U.S. 19) AND 18 IN ZEBULON, TRAVEL EASTERLY ON STATE ROUTE 18
 DG2946'FOR 0.2 MILE TO A RAILROAD CROSSING.  CONTINUE EASTERLY ON
 DG2946'STATE ROUTE 18 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DG2946'RIGHT.  CONTINUE EASTERLY ON STATE ROUTE 18 FOR 0.4 MILE TO THE
 DG2946'STATION ON THE RIGHT ON TOP OF A 12 FOOT CUT BANK.
 DG2946'
 DG2946'THE STATION IS A STANDARD BRASS DISK STAMPED 114-203, SET IN
 DG2946'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2946'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG2946'STAMPED 114-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2946'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2946'LOCATED 57.0 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 DG2946'18, 60 FEET EAST OF THE CENTERLINE OF A DRIVEWAY TO THE
 DG2946'MURRAY RESIDENCE, AND 16.5 FEET NORTH OF A POWER POLE.
 DG2946'
 DG2946'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 114-203 AZMK, SET
 DG2946'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2946'THE SURFACE OF THE GROUND.  IT IS LOCATED 24 FEET SOUTH OF
 DG2946'STATE ROUTE 18 BETWEEN THE HIGHWAY AND THE SIDEWALK, 53.9 FEET
 DG2946'SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE ROAD, 5 FEET
 DG2946'SOUTHWEST OF A POWER POLE, AND 6 FEET NORTHWEST OF A WITNESS
 DG2946'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2950 ***********************************************************************
 DG2950  DESIGNATION -  BV 114 204
 DG2950  PID         -  DG2950
 DG2950  STATE/COUNTY-  GA/PIKE
 DG2950  USGS QUAD   -  CONCORD (1981)
 DG2950
 DG2950                         *CURRENT SURVEY CONTROL
 DG2950  ___________________________________________________________________
 DG2950* NAD 83(1994)-  33 04 24.50078(N)    084 28 35.43146(W)     ADJUSTED  
 DG2950* NAVD 88     -       257.     (meters)     843.     (feet)  VERTCON   
 DG2950  ___________________________________________________________________
 DG2950  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 DG2950  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DG2950
 DG2950  HORZ ORDER  -  SECOND
 DG2950
 DG2950.The horizontal coordinates were established by classical geodetic methods
 DG2950.and adjusted by the National Geodetic Survey in September 1997..
 DG2950
 DG2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2950
 DG2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2950
 DG2950.The geoid height was determined by GEOID03.
 DG2950
 DG2950;                    North         East     Units Scale Factor Converg.
 DG2950;SPC GA W     -   340,791.722   671,071.121   MT  0.99991032   -0 10 08.7
 DG2950;SPC GA W     - 1,118,080.84  2,201,672.50   sFT  0.99991032   -0 10 08.7
 DG2950;UTM  16      - 3,662,264.223   735,569.500   MT  1.00028427   +1 22 39.9
 DG2950
 DG2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2950!SPC GA W     -   0.99996408  x   0.99991032  =   0.99987440
 DG2950!UTM  16      -   0.99996408  x   1.00028427  =   1.00024834
 DG2950
 DG2950|---------------------------------------------------------------------|
 DG2950| PID    Reference Object                     Distance      Geod. Az  |
 DG2950|                                                           dddmmss.s |
 DG2950| DG2951 BV 114 204 GADT 1974 PTA             10.848 METERS 02824     |
 DG2950| CY9709 BV 114 204 AZ MK                                   1712522.9 |
 DG2950|---------------------------------------------------------------------|
 DG2950
 DG2950                          SUPERSEDED SURVEY CONTROL
 DG2950
 DG2950  NAD 83(1986)-  33 04 24.50681(N)    084 28 35.43100(W) AD(       ) 2
 DG2950  NAD 27      -  33 04 24.05396(N)    084 28 35.70529(W) AD(       ) 2
 DG2950  NGVD 29 (07/19/86)  257.     (m)          843.     (f) VERT ANG       
 DG2950
 DG2950.Superseded values are not recommended for survey control.
 DG2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2950.See file dsdata.txt to determine how the superseded data were derived.
 DG2950
 DG2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3557062264(NAD 83)
 DG2950_MARKER: DD = SURVEY DISK
 DG2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2950
 DG2950  HISTORY     - Date     Condition        Report By
 DG2950  HISTORY     - 1974     MONUMENTED       GADT
 DG2950
 DG2950                          STATION DESCRIPTION
 DG2950
 DG2950'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2950'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 DG2950'CONCORD, 8 MILES SOUTHWEST OF ZEBULON, AND 6 MILES EAST-SOUTHEAST
 DG2950'OF MEANSVILLE ON STATE RIGHT OF WAY.
 DG2950'
 DG2950'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND PIKE
 DG2950'COUNTY ROAD 160, LOCATED ABOUT 800 FEET EAST OF THE POST OFFICE
 DG2950'IN CONCORD, GO SOUTHWEST ALONG STATE ROUTE 18 FOR 2.2 MILES TO THE
 DG2950'JUNCTION OF COUNTY ROAD 90738 TO THE RIGHT AND COUNTY ROAD 147
 DG2950'TO THE LEFT.  TURN RIGHT ON COUNTY ROAD 90738, TRAVELING WESTERLY
 DG2950'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY
 DG2950'ON COUNTY ROAD 90738 FOR 0.05 MILE TO THE CROSSING OF A DIRT
 DG2950'COUNTY ROAD.  TURN RIGHT ON THE DIRT COUNTY ROAD TRAVELING
 DG2950'NORTHERLY FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 DG2950'
 DG2950'THE STATION IS A STANDARD BRASS DISK STAMPED 114-204, SET IN THE
 DG2950'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2950'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2950'114-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.93
 DG2950'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 20.2 FEET
 DG2950'EAST OF THE CENTERLINE OF THE DIRT COUNTY ROAD, 4.5 FEET EAST OF
 DG2950'A WITNESS POST, 82 FEET SOUTHEAST OF A 10 INCH CEDAR TREE ON
 DG2950'THE WEST SIDE OF THE ROAD, AND 63.9 FEET SOUTH OF A POWER POLE.
 DG2950'
 DG2950'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED 114-204 AZMK,
 DG2950'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2950'THE SURFACE OF THE GROUND.  IT IS LOCATED 102.5 FEET EAST OF THE
 DG2950'WEST RAIL OF A RAILWAY TRACK CROSSING THE ROAD, 6.0 FEET
 DG2950'NORTH-NORTHEAST OF A POWER POLE, 3.5 FEET NORTH OF A WITNESS
 DG2950'POST, AND 41.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 90738.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1966 ***********************************************************************
 CM1966  DESIGNATION -  BV 114 205
 CM1966  PID         -  CM1966
 CM1966  STATE/COUNTY-  GA/PIKE
 CM1966  USGS QUAD   -  WOODBURY (1985)
 CM1966
 CM1966                         *CURRENT SURVEY CONTROL
 CM1966  ___________________________________________________________________
 CM1966* NAD 83(1994)-  32 59 41.75815(N)    084 30 21.41633(W)     ADJUSTED  
 CM1966* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 CM1966  ___________________________________________________________________
 CM1966  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 CM1966  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CM1966
 CM1966  HORZ ORDER  -  SECOND
 CM1966
 CM1966.The horizontal coordinates were established by classical geodetic methods
 CM1966.and adjusted by the National Geodetic Survey in September 1997..
 CM1966
 CM1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1966
 CM1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1966
 CM1966.The geoid height was determined by GEOID03.
 CM1966
 CM1966;                    North         East     Units Scale Factor Converg.
 CM1966;SPC GA W     -   332,090.586   668,294.260   MT  0.99991239   -0 11 05.1
 CM1966;SPC GA W     - 1,089,533.86  2,192,562.08   sFT  0.99991239   -0 11 05.1
 CM1966;UTM  16      - 3,653,488.164   733,027.348   MT  1.00026959   +1 21 31.6
 CM1966
 CM1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1966!SPC GA W     -   0.99996813  x   0.99991239  =   0.99988052
 CM1966!UTM  16      -   0.99996813  x   1.00026959  =   1.00023771
 CM1966
 CM1966:                Primary Azimuth Mark                     Grid Az
 CM1966:SPC GA W     -  BV 114 205 AZ MK                         029 36 25.4
 CM1966:UTM  16      -  BV 114 205 AZ MK                         028 03 48.7
 CM1966
 CM1966|---------------------------------------------------------------------|
 CM1966| PID    Reference Object                     Distance      Geod. Az  |
 CM1966|                                                           dddmmss.s |
 CM1966| CY8559 BV 114 205 AZ MK                                   0292520.3 |
 CM1966| CM1967 BV 114 205 GADT 1974 PTA             25.008 METERS 35215     |
 CM1966|---------------------------------------------------------------------|
 CM1966
 CM1966                          SUPERSEDED SURVEY CONTROL
 CM1966
 CM1966  NAD 83(1994)-  32 59 41.76350(N)    084 30 21.41715(W) AD(       ) 2
 CM1966  NAD 83(1986)-  32 59 41.76394(N)    084 30 21.41661(W) AD(       ) 2
 CM1966  NAD 27      -  32 59 41.30167(N)    084 30 21.69281(W) AD(       ) 2
 CM1966  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 CM1966
 CM1966.Superseded values are not recommended for survey control.
 CM1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1966.See file dsdata.txt to determine how the superseded data were derived.
 CM1966
 CM1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3302753488(NAD 83)
 CM1966_MARKER: DD = SURVEY DISK
 CM1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1966
 CM1966  HISTORY     - Date     Condition        Report By
 CM1966  HISTORY     - 1974     MONUMENTED       GADT
 CM1966
 CM1966                          STATION DESCRIPTION
 CM1966
 CM1966'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1966'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH-SOUTHWEST
 CM1966'OF MOLENA, 4-1/2 MILES EAST OF WOODBURY, AND 8 MILES
 CM1966'SOUTH-SOUTHEAST OF GAY ON STATE RIGHT OF WAY.
 CM1966'
 CM1966'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 109 AND
 CM1966'18 IN MOLENA, LOCATED 5-1/4 MILES EAST-NORTHEAST OF WOODBURY,
 CM1966'TRAVEL SOUTHERLY ON STATE ROUTE 18 FOR 0.55 MILE TO THE JUNCTION
 CM1966'OF JONES ROAD (COUNTY ROAD 112) TO THE RIGHT.  CONTINUE SOUTHERLY
 CM1966'ON STATE ROUTE 18 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 CM1966'LEFT.  CONTINUE SOUTHERLY ON STATE ROUTE 18 FOR 0.35 MILE TO THE
 CM1966'STATION ON THE LEFT.
 CM1966'
 CM1966'THE STATION IS A STANDARD BRASS DISK STAMPED 114-205, SET IN THE
 CM1966'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1966'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1966'STAMPED 114-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1966'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1966'LOCATED 35 FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE ROUTE
 CM1966'18, 25 FEET SOUTH-SOUTHWEST OF AN 18 INCH PECAN TREE (THE FIRST
 CM1966'IN A ROW OF PECAN TREES PERPENDICULAR TO THE HIGHWAY), 41.5
 CM1966'FEET SOUTHWEST OF THE SECOND 18 INCH PECAN TREE IN THE ROW, 2.8
 CM1966'FEET NORTHEAST OF A WITNESS POST, AND 94.5 FEET NORTH OF A 6
 CM1966'INCH DOUBLE PECAN TREE.
 CM1966'
 CM1966'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 114-205 AZMK, SET IN
 CM1966'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1966'SURFACE OF THE GROUND.  IT IS LOCATED 25 FEET EAST OF THE
 CM1966'CENTERLINE OF STATE ROUTE 18, 3.5 FEET WEST OF A WITNESS POST,
 CM1966'58.3 FEET SOUTH OF MILE POST 2, AND 78 FEET NORTHEAST OF THE
 CM1966'POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A
 CM1966'DRIVEWAY TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2961 ***********************************************************************
 DG2961  DESIGNATION -  BV 114 206
 DG2961  PID         -  DG2961
 DG2961  STATE/COUNTY-  GA/PIKE
 DG2961  USGS QUAD   -  HOLLONVILLE (1982)
 DG2961
 DG2961                         *CURRENT SURVEY CONTROL
 DG2961  ___________________________________________________________________
 DG2961* NAD 83(1994)-  33 10 55.34501(N)    084 22 30.73390(W)     ADJUSTED  
 DG2961* NAVD 88     -       281.     (meters)     922.     (feet)  VERTCON   
 DG2961  ___________________________________________________________________
 DG2961  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DG2961  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DG2961
 DG2961  HORZ ORDER  -  SECOND
 DG2961
 DG2961.The horizontal coordinates were established by classical geodetic methods
 DG2961.and adjusted by the National Geodetic Survey in September 1997..
 DG2961
 DG2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2961
 DG2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2961
 DG2961.The geoid height was determined by GEOID03.
 DG2961
 DG2961;                    North         East     Units Scale Factor Converg.
 DG2961;SPC GA W     -   352,808.105   680,553.576   MT  0.99990466   -0 06 50.9
 DG2961;SPC GA W     - 1,157,504.59  2,232,782.86   sFT  0.99990466   -0 06 50.9
 DG2961;UTM  16      - 3,674,537.517   744,727.338   MT  1.00033849   +1 26 14.2
 DG2961
 DG2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2961!SPC GA W     -   0.99996034  x   0.99990466  =   0.99986500
 DG2961!UTM  16      -   0.99996034  x   1.00033849  =   1.00029882
 DG2961
 DG2961:                Primary Azimuth Mark                     Grid Az
 DG2961:SPC GA W     -  BV 114 206 AZ MK                         161 36 32.8
 DG2961:UTM  16      -  BV 114 206 AZ MK                         160 03 27.7
 DG2961
 DG2961|---------------------------------------------------------------------|
 DG2961| PID    Reference Object                     Distance      Geod. Az  |
 DG2961|                                                           dddmmss.s |
 DG2961| CY9710 BV 114 206 AZ MK                                   1612941.9 |
 DG2961| DG2960 BV 114 206 GADT 1974 PTA             20.791 METERS 16154     |
 DG2961|---------------------------------------------------------------------|
 DG2961
 DG2961                          SUPERSEDED SURVEY CONTROL
 DG2961
 DG2961  NAD 83(1986)-  33 10 55.35085(N)    084 22 30.73343(W) AD(       ) 2
 DG2961  NAD 27      -  33 10 54.90619(N)    084 22 31.01760(W) AD(       ) 2
 DG2961  NGVD 29 (07/19/86)  281.     (m)          922.     (f) VERT ANG       
 DG2961
 DG2961.Superseded values are not recommended for survey control.
 DG2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2961.See file dsdata.txt to determine how the superseded data were derived.
 DG2961
 DG2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4472774538(NAD 83)
 DG2961_MARKER: DD = SURVEY DISK
 DG2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2961
 DG2961  HISTORY     - Date     Condition        Report By
 DG2961  HISTORY     - 1974     MONUMENTED       GADT
 DG2961
 DG2961                          STATION DESCRIPTION
 DG2961
 DG2961'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2961'THE STATION IS LOCATED APPROXIMATELY 1 MILE WEST OF WILLIAMSON,
 DG2961'5-3/4 MILES NORTH-NORTHWEST OF ZEBULON, AND 8 MILES SOUTHWEST OF
 DG2961'GRIFFIN ON THE PROPERTY OF JOHN HARKIN, KNOWN LOCALLY AS
 DG2961'WOODWARD FIELD AIRPORT.
 DG2961'
 DG2961'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 362 AND THE
 DG2961'SOUTHERN RAILWAY CROSSING IN WILLIAMSON, GO SOUTHWESTERLY ON
 DG2961'STATE ROUTE 362 FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD 60 TO
 DG2961'THE RIGHT.  TURN RIGHT, GOING NORTH ON COUNTY ROAD 60 FOR 0.65
 DG2961'MILE TO A DIRT ROAD TO THE LEFT, LEADING TO THE WOODWARD FIELD
 DG2961'AIRPORT.  TURN LEFT, TRAVELING WESTERLY ALONG THE AIRPORT ROAD,
 DG2961'PASSING THROUGH A METAL GATE FOR 0.1 MILE.  CONTINUE WESTERLY
 DG2961'FOR 0.15 MILE TO THE STATION AT THE SOUTH CORNER OF THE SOUTH
 DG2961'HANGAR.
 DG2961'
 DG2961'THE STATION IS A STANDARD BRASS DISK STAMPED 114-206, SET IN THE
 DG2961'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2961'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2961'114-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 DG2961'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 4.7 FEET
 DG2961'SOUTHWEST OF A WITNESS POST, 10.7 FEET SOUTH-SOUTHWEST OF A 30
 DG2961'INCH CONCRETE WELL COVER, 18.2 FEET SOUTHEAST OF THE SOUTHEAST
 DG2961'EDGE OF A CONCRETE PAVED DRIVE FROM THE HANGAR TO A GRASS
 DG2961'RUNWAY, AND 5 FEET SOUTH OF THE SOUTH CORNER OF THE AIRCRAFT
 DG2961'HANGAR.
 DG2961'
 DG2961'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 60
 DG2961'AND THE DIRT ROAD TO THE AIRPORT, TRAVEL NORTH ON COUNTY ROAD 60
 DG2961'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS A STANDARD
 DG2961'DISK STAMPED 114-206 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2961'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG2961'LOCATED 25 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 60, 10.5
 DG2961'FEET WEST OF A WITNESS POST, 44 FEET SOUTHEAST OF THE POINT OF
 DG2961'INTERSECTION OF COUNTY ROAD 60 AND A FIELD ROAD TO THE EAST
 DG2961'THROUGH A PECAN GROVE, 27.0 FEET SOUTHWEST OF THE FIRST PECAN
 DG2961'TREE IN A ROW OF TREES ALONG THE SOUTH SIDE OF THE FIELD
 DG2961'ROAD, 13.5 FEET WEST OF THE FIRST PECAN TREE IN THE SECOND ROW
 DG2961'OF TREES, AND 27.0 FEET NORTHWEST OF THE FIRST PECAN TREE IN
 DG2961'THE THIRD ROW OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2954 ***********************************************************************
 DG2954  DESIGNATION -  BV 114 207
 DG2954  PID         -  DG2954
 DG2954  STATE/COUNTY-  GA/PIKE
 DG2954  USGS QUAD   -  CONCORD (1981)
 DG2954
 DG2954                         *CURRENT SURVEY CONTROL
 DG2954  ___________________________________________________________________
 DG2954* NAD 83(1994)-  33 07 01.00722(N)    084 23 49.08960(W)     ADJUSTED  
 DG2954* NAVD 88     -       268.     (meters)     879.     (feet)  VERTCON   
 DG2954  ___________________________________________________________________
 DG2954  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DG2954  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DG2954
 DG2954  HORZ ORDER  -  SECOND
 DG2954
 DG2954.The horizontal coordinates were established by classical geodetic methods
 DG2954.and adjusted by the National Geodetic Survey in September 1997..
 DG2954
 DG2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2954
 DG2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2954
 DG2954.The geoid height was determined by GEOID03.
 DG2954
 DG2954;                    North         East     Units Scale Factor Converg.
 DG2954;SPC GA W     -   345,593.688   678,508.040   MT  0.99990569   -0 07 33.0
 DG2954;SPC GA W     - 1,133,835.29  2,226,071.79   sFT  0.99990569   -0 07 33.0
 DG2954;UTM  16      - 3,667,267.299   742,876.910   MT  1.00032738   +1 25 22.3
 DG2954
 DG2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2954!SPC GA W     -   0.99996235  x   0.99990569  =   0.99986805
 DG2954!UTM  16      -   0.99996235  x   1.00032738  =   1.00028972
 DG2954
 DG2954|---------------------------------------------------------------------|
 DG2954| PID    Reference Object                     Distance      Geod. Az  |
 DG2954|                                                           dddmmss.s |
 DG2954| DG2955 BV 114 207 GADT 1974 PTA             12.156 METERS 07601     |
 DG2954| CY9711 BV 114 207 AZ MK                                   3211654.5 |
 DG2954|---------------------------------------------------------------------|
 DG2954
 DG2954                          SUPERSEDED SURVEY CONTROL
 DG2954
 DG2954  NAD 83(1986)-  33 07 01.01313(N)    084 23 49.08916(W) AD(       ) 2
 DG2954  NAD 27      -  33 07 00.56266(N)    084 23 49.37208(W) AD(       ) 2
 DG2954  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 DG2954
 DG2954.Superseded values are not recommended for survey control.
 DG2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2954.See file dsdata.txt to determine how the superseded data were derived.
 DG2954
 DG2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4287767267(NAD 83)
 DG2954_MARKER: DD = SURVEY DISK
 DG2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2954
 DG2954  HISTORY     - Date     Condition        Report By
 DG2954  HISTORY     - 1974     MONUMENTED       GADT
 DG2954
 DG2954                          STATION DESCRIPTION
 DG2954
 DG2954'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2954'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTHEAST OF
 DG2954'CONCORD, 3-1/4 MILES WEST-NORTHWEST OF ZEBULON, AND 10-1/4 MILES
 DG2954'EAST OF GAY ON COUNTY RIGHT OF WAY.
 DG2954'
 DG2954'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 18 AND
 DG2954'U.S. HIGHWAY 19 (STATE ROUTE 3) IN ZEBULON, TRAVEL WEST ON STATE
 DG2954'ROUTE 18 FOR 1.15 MILES TO ELKINS CREEK.  CONTINUE ON STATE ROUTE
 DG2954'18 FOR 2.05 MILES TO THE JUNCTION OF COUNTY ROAD 90749 TO THE
 DG2954'RIGHT.  TURN RIGHT, GOING NORTH ALONG COUNTY ROAD 90749 FOR 0.45
 DG2954'MILE TO THE INTERSECTION OF COUNTY ROAD 92072 CROSSING THE
 DG2954'SOUTHERN RAILROAD TRACKS CROSSING, AND THE STATION ON THE LEFT.
 DG2954'
 DG2954'THE STATION IS A STANDARD BRASS DISK STAMPED 114-207, SET IN THE
 DG2954'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2954'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2954'114-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80
 DG2954'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 17 FEET
 DG2954'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 90749, 9.9 FEET
 DG2954'WEST-NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 2.3 FEET
 DG2954'SOUTHEAST OF A WITNESS POST, 40 FEET SOUTHEAST OF A POWER
 DG2954'POLE, AND 70 FEET WEST-NORTHWEST OF THE CENTERLINE OF COUNTY
 DG2954'ROAD 92072.
 DG2954'
 DG2954'TO REACH THE AZIMUTH MARK, CONTINUE WEST ON COUNTY ROAD 90749
 DG2954'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS A STANDARD
 DG2954'DISK STAMPED 114-207 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2954'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 DG2954'49.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET
 DG2954'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE, AND 91.2 FEET
 DG2954'SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2930 ***********************************************************************
 DG2930  DESIGNATION -  BV 114 208
 DG2930  PID         -  DG2930
 DG2930  STATE/COUNTY-  GA/PIKE
 DG2930  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG2930
 DG2930                         *CURRENT SURVEY CONTROL
 DG2930  ___________________________________________________________________
 DG2930* NAD 83(1994)-  33 10 28.73554(N)    084 15 54.60335(W)     ADJUSTED  
 DG2930* NAVD 88     -       261.     (meters)     856.     (feet)  VERTCON   
 DG2930  ___________________________________________________________________
 DG2930  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DG2930  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DG2930
 DG2930  HORZ ORDER  -  SECOND
 DG2930
 DG2930.The horizontal coordinates were established by classical geodetic methods
 DG2930.and adjusted by the National Geodetic Survey in September 1997..
 DG2930
 DG2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2930
 DG2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2930
 DG2930.The geoid height was determined by GEOID03.
 DG2930
 DG2930;                    North         East     Units Scale Factor Converg.
 DG2930;SPC GA W     -   351,973.363   690,813.867   MT  0.99990104   -0 03 14.0
 DG2930;SPC GA W     - 1,154,765.94  2,266,445.16   sFT  0.99990104   -0 03 14.0
 DG2930;UTM  16      - 3,673,980.586   755,011.271   MT  1.00040187   +1 29 50.2
 DG2930
 DG2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2930!SPC GA W     -   0.99996346  x   0.99990104  =   0.99986450
 DG2930!UTM  16      -   0.99996346  x   1.00040187  =   1.00036532
 DG2930
 DG2930|---------------------------------------------------------------------|
 DG2930| PID    Reference Object                     Distance      Geod. Az  |
 DG2930|                                                           dddmmss.s |
 DG2930| DG2929 BV 114 208 GADT 1974 PTA             16.394 METERS 20441     |
 DG2930| CY9712 BV 114 208 AZ MK                                   3235804.9 |
 DG2930|---------------------------------------------------------------------|
 DG2930
 DG2930                          SUPERSEDED SURVEY CONTROL
 DG2930
 DG2930  NAD 83(1986)-  33 10 28.74130(N)    084 15 54.60298(W) AD(       ) 2
 DG2930  NAD 27      -  33 10 28.29558(N)    084 15 54.89535(W) AD(       ) 2
 DG2930  NGVD 29 (07/19/86)  261.     (m)          856.     (f) VERT ANG       
 DG2930
 DG2930.Superseded values are not recommended for survey control.
 DG2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2930.See file dsdata.txt to determine how the superseded data were derived.
 DG2930
 DG2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5501173981(NAD 83)
 DG2930_MARKER: DD = SURVEY DISK
 DG2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2930
 DG2930  HISTORY     - Date     Condition        Report By
 DG2930  HISTORY     - 1974     MONUMENTED       GADT
 DG2930
 DG2930                          STATION DESCRIPTION
 DG2930
 DG2930'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2930'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST OF ORCHARD
 DG2930'HILL, 5 MILES SOUTH OF GRIFFIN, AND 6-1/2 MILES NORTH-NORTHEAST
 DG2930'OF ZEBULON, ON STATE RIGHT OF WAY.
 DG2930'
 DG2930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19
 DG2930'(STATE ROUTE 7) AND U.S. HIGHWAY 41 (STATE ROUTE 3) APPROXIMATELY
 DG2930'3-3/4 MILES SOUTH OF GRIFFIN, TRAVEL SOUTHEASTERLY ALONG
 DG2930'U.S. HIGHWAY 41 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT
 DG2930'IN THE HIGHWAY MEDIAN.  CONTINUE SOUTHEASTERLY ALONG U.S. HIGHWAY
 DG2930'41 FOR 0.4 MILE TO THE CROSSING OF COUNTY ROAD 62.  CONTINUE
 DG2930'SOUTHEASTERLY ALONG U.S. HIGHWAY 41 FOR 0.3 MILE TO THE STATION
 DG2930'ON THE LEFT IN THE HIGHWAY MEDIAN.
 DG2930'
 DG2930'THE STATION IS LOCATED 68 FEET EAST OF THE CENTERLINE OF THE
 DG2930'SOUTHBOUND LANE, 2.7 FEET EAST OF A WITNESS POST, 20.0 FEET WEST
 DG2930'OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 186.0 FEET SOUTH OF
 DG2930'A POWER POLE LOCATED ON THE EAST SIDE OF THE NORTHBOUND LANE.  IT
 DG2930'IS A STANDARD BRASS DISK STAMPED 114-208, SET IN THE TOP OF A 10
 DG2930'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG2930'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2930'114-208, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DG2930'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.
 DG2930'
 DG2930'THE AZIMUTH MARK IS LOCATED 27.0 FEET EAST OF THE CENTERLINE OF
 DG2930'THE SOUTHBOUND LANE, 3.7 FEET WEST OF A WITNESS POST, 60.2 FEET
 DG2930'WEST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 103.0 FEET
 DG2930'SOUTHEAST OF A 20 INCH PINE TREE ON THE WEST SIDE OF THE
 DG2930'SOUTHBOUND LANE.  IT IS A STANDARD DISK STAMPED 114-208 AZMK, SET
 DG2930'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2930'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2958 ***********************************************************************
 DG2958  DESIGNATION -  BV 114 209
 DG2958  PID         -  DG2958
 DG2958  STATE/COUNTY-  GA/PIKE
 DG2958  USGS QUAD   -  HOLLONVILLE (1982)
 DG2958
 DG2958                         *CURRENT SURVEY CONTROL
 DG2958  ___________________________________________________________________
 DG2958* NAD 83(1994)-  33 10 08.09986(N)    084 24 23.29411(W)     ADJUSTED  
 DG2958* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 DG2958  ___________________________________________________________________
 DG2958  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DG2958  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DG2958
 DG2958  HORZ ORDER  -  SECOND
 DG2958
 DG2958.The horizontal coordinates were established by classical geodetic methods
 DG2958.and adjusted by the National Geodetic Survey in September 1997..
 DG2958
 DG2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2958
 DG2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2958
 DG2958.The geoid height was determined by GEOID03.
 DG2958
 DG2958;                    North         East     Units Scale Factor Converg.
 DG2958;SPC GA W     -   351,358.976   677,634.564   MT  0.99990617   -0 07 52.3
 DG2958;SPC GA W     - 1,152,750.24  2,223,206.07   sFT  0.99990617   -0 07 52.3
 DG2958;UTM  16      - 3,673,009.256   741,847.400   MT  1.00032121   +1 25 10.7
 DG2958
 DG2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2958!SPC GA W     -   0.99996285  x   0.99990617  =   0.99986903
 DG2958!UTM  16      -   0.99996285  x   1.00032121  =   1.00028405
 DG2958
 DG2958:                Primary Azimuth Mark                     Grid Az
 DG2958:SPC GA W     -  BV 114 209 AZ MK                         254 34 33.3
 DG2958:UTM  16      -  BV 114 209 AZ MK                         253 01 30.3
 DG2958
 DG2958|---------------------------------------------------------------------|
 DG2958| PID    Reference Object                     Distance      Geod. Az  |
 DG2958|                                                           dddmmss.s |
 DG2958| CY9713 BV 114 209 AZ MK                                   2542641.0 |
 DG2958| DG2959 BV 114 209 GADT 1974 PTA             13.825 METERS 34908     |
 DG2958|---------------------------------------------------------------------|
 DG2958
 DG2958                          SUPERSEDED SURVEY CONTROL
 DG2958
 DG2958  NAD 83(1986)-  33 10 08.10571(N)    084 24 23.29362(W) AD(       ) 2
 DG2958  NAD 27      -  33 10 07.66019(N)    084 24 23.57483(W) AD(       ) 2
 DG2958  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 DG2958
 DG2958.Superseded values are not recommended for survey control.
 DG2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2958.See file dsdata.txt to determine how the superseded data were derived.
 DG2958
 DG2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4184773009(NAD 83)
 DG2958_MARKER: DD = SURVEY DISK
 DG2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2958
 DG2958  HISTORY     - Date     Condition        Report By
 DG2958  HISTORY     - 1974     MONUMENTED       GADT
 DG2958
 DG2958                          STATION DESCRIPTION
 DG2958
 DG2958'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2958'THE STATION IS LOCATED 2-3/4 MILES WEST-SOUTHWEST OF WILLIAMSON,
 DG2958'10 MILES SOUTHWEST OF GRIFFIN, AND 5-3/4 MILES NORTH-NORTHWEST OF
 DG2958'ZEBULON ON STATE RIGHT OF WAY.
 DG2958'
 DG2958'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 362 AND
 DG2958'THE SOUTHERN RAILWAY TRACKS IN WILLIAMSON, GO WEST-SOUTHWEST
 DG2958'ALONG STATE ROUTE 362 FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD
 DG2958'60 TO THE RIGHT.  CONTINUE ALONG STATE ROUTE 362 FOR 1.7 MILES
 DG2958'TO THE JUNCTION OF COUNTY ROAD 56 TO THE LEFT.  CONTINUE WESTERLY
 DG2958'ALONG STATE ROUTE 362 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DG2958'
 DG2958'THE STATION IS A STANDARD BRASS DISK STAMPED 114-209, SET IN THE
 DG2958'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG2958'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2958'114-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 DG2958'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 28 FEET
 DG2958'SOUTH OF THE CENTERLINE OF STATE ROUTE 362, 6.8 FEET
 DG2958'NORTH-NORTHWEST OF A POWER POLE, 3.5 FEET WEST OF A WITNESS
 DG2958'POST, 3.7 FEET SOUTHWEST OF A 5 FOOT HIGH UNDERGROUND TELEPHONE
 DG2958'CABLE PEDESTAL, AND 3.5 FEET WEST OF A FENCE CORNER.
 DG2958'
 DG2958'TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWESTERLY ON STATE ROUTE
 DG2958'362 FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 DG2958'DISK STAMPED 114-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2958'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG2958'LOCATED 24 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 362, 3
 DG2958'FEET SOUTH OF A WITNESS POST SET AT A FENCELINE, 6.5 FEET
 DG2958'SOUTHWEST OF THE FENCE CORNER, 34.5 FEET SOUTHWEST OF A 30 INCH
 DG2958'OAK TREE, AND 74.0 FEET NORTH-NORTHEAST OF A TELEPHONE POLE
 DG2958'LOCATED ON THE SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2927 ***********************************************************************
 DG2927  DESIGNATION -  BV 114 210
 DG2927  PID         -  DG2927
 DG2927  STATE/COUNTY-  GA/PIKE
 DG2927  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG2927
 DG2927                         *CURRENT SURVEY CONTROL
 DG2927  ___________________________________________________________________
 DG2927* NAD 83(1994)-  33 10 24.79543(N)    084 19 17.16258(W)     ADJUSTED  
 DG2927* NAVD 88     -       279.     (meters)     915.     (feet)  VERTCON   
 DG2927  ___________________________________________________________________
 DG2927  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DG2927  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DG2927
 DG2927  HORZ ORDER  -  SECOND
 DG2927
 DG2927.The horizontal coordinates were established by classical geodetic methods
 DG2927.and adjusted by the National Geodetic Survey in September 1997..
 DG2927
 DG2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2927
 DG2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2927
 DG2927.The geoid height was determined by GEOID03.
 DG2927
 DG2927;                    North         East     Units Scale Factor Converg.
 DG2927;SPC GA W     -   351,858.336   685,566.310   MT  0.99990257   -0 05 04.9
 DG2927;SPC GA W     - 1,154,388.56  2,249,228.80   sFT  0.99990257   -0 05 04.9
 DG2927;UTM  16      - 3,673,723.429   749,766.215   MT  1.00036922   +1 27 59.1
 DG2927
 DG2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2927!SPC GA W     -   0.99996064  x   0.99990257  =   0.99986321
 DG2927!UTM  16      -   0.99996064  x   1.00036922  =   1.00032985
 DG2927
 DG2927|---------------------------------------------------------------------|
 DG2927| PID    Reference Object                     Distance      Geod. Az  |
 DG2927|                                                           dddmmss.s |
 DG2927| DG2928 BV 114 210 GADT 1974 PTA             18.613 METERS 00015     |
 DG2927| CY9714 BV 114 210 AZ MK                                   1820419.9 |
 DG2927|---------------------------------------------------------------------|
 DG2927
 DG2927                          SUPERSEDED SURVEY CONTROL
 DG2927
 DG2927  NAD 83(1986)-  33 10 24.80163(N)    084 19 17.16204(W) AD(       ) 2
 DG2927  NAD 27      -  33 10 24.35902(N)    084 19 17.44938(W) AD(       ) 2
 DG2927  NGVD 29 (07/19/86)  279.     (m)          915.     (f) VERT ANG       
 DG2927
 DG2927.Superseded values are not recommended for survey control.
 DG2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2927.See file dsdata.txt to determine how the superseded data were derived.
 DG2927
 DG2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4976673723(NAD 83)
 DG2927_MARKER: DD = SURVEY DISK
 DG2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2927
 DG2927  HISTORY     - Date     Condition        Report By
 DG2927  HISTORY     - 1974     MONUMENTED       GADT
 DG2927
 DG2927                          STATION DESCRIPTION
 DG2927
 DG2927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2927'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST OF WILLIAMSON,
 DG2927'5 MILES NORTH OF ZEBULON, AND 6-1/2 MILES SOUTHWEST OF GRIFFIN ON
 DG2927'STATE RIGHT OF WAY.
 DG2927'
 DG2927'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 DG2927'(STATE ROUTE 3) AND U.S. HIGHWAY 41 (STATE ROUTE 7), LOCATED ABOUT 4
 DG2927'MILES SOUTH OF GRIFFIN, TRAVEL SOUTHWESTERLY ALONG U.S. HIGHWAY
 DG2927'19 (STATE ROUTE 3) FOR 0.55 MILE TO THE SPALDING-PIKE COUNTY
 DG2927'LINE.  CONTINUE ON U.S. HIGHWAY 19 FOR 1.3 MILES TO THE JUNCTION
 DG2927'OF COUNTY ROAD 38 TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 DG2927'COUNTY ROAD 38 FOR 1.15 MILES TO THE STATION ON THE LEFT.
 DG2927'
 DG2927'THE STATION IS A STANDARD BRASS DISK STAMPED 114-210, SET IN THE
 DG2927'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2927'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG2927'114-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72
 DG2927'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 39 FEET
 DG2927'EAST OF THE CENTERLINE OF COUNTY ROAD 38, 2.5 FEET WEST OF A
 DG2927'WITNESS POST SET AT A FENCELINE, 274 FEET NORTH-NORTHEAST OF
 DG2927'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 38
 DG2927'AND 43, AND 13.3 FEET SOUTHWEST OF A 6 INCH PINE TREE IN THE
 DG2927'FENCELINE.
 DG2927'
 DG2927'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 DG2927'COUNTY ROAD 38 FOR 0.55 MILE TO THE MARK ON THE LEFT.  IT IS A
 DG2927'STANDARD DISK STAMPED 114-210 AZMK, SET IN THE TOP OF A 10 INCH
 DG2927'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 DG2927'LOCATED IN A CURVE OF THE ROAD, 31.5 FEET SOUTHEAST OF THE
 DG2927'CENTERLINE OF THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST SET
 DG2927'IN A FENCELINE, 111 FEET SOUTH OF THE POINT OF INTERSECTION OF
 DG2927'THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE EAST-SOUTHEAST,
 DG2927'AND 155 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE ROAD
 DG2927'AND ANOTHER DRIVEWAY TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2156 ***********************************************************************
 EE2156  DESIGNATION -  BV 115 200 GAHD 1973
 EE2156  PID         -  EE2156
 EE2156  STATE/COUNTY-  GA/POLK
 EE2156  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2156
 EE2156                         *CURRENT SURVEY CONTROL
 EE2156  ___________________________________________________________________
 EE2156* NAD 83(1994)-  34 01 48.13192(N)    085 03 05.78332(W)     ADJUSTED  
 EE2156* NAVD 88     -       232.5    (meters)     763.     (feet)  VERTCON   
 EE2156  ___________________________________________________________________
 EE2156  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 EE2156  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2156
 EE2156  HORZ ORDER  -  SECOND
 EE2156
 EE2156.The horizontal coordinates were established by classical geodetic methods
 EE2156.and adjusted by the National Geodetic Survey in September 1997..
 EE2156
 EE2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2156
 EE2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2156
 EE2156.The geoid height was determined by GEOID03.
 EE2156
 EE2156;                    North         East     Units Scale Factor Converg.
 EE2156;SPC GA W     -   447,188.288   618,280.760   MT  0.99998230   -0 29 43.0
 EE2156;SPC GA W     - 1,467,150.24  2,028,476.13   sFT  0.99998230   -0 29 43.0
 EE2156;UTM  16      - 3,767,198.395   679,879.623   MT  0.99999888   +1 05 26.4
 EE2156
 EE2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2156!SPC GA W     -   0.99996807  x   0.99998230  =   0.99995037
 EE2156!UTM  16      -   0.99996807  x   0.99999888  =   0.99996695
 EE2156
 EE2156:                Primary Azimuth Mark                     Grid Az
 EE2156:SPC GA W     -  ARAGON MILLS N TANK                      348 50 44.6
 EE2156:UTM  16      -  ARAGON MILLS N TANK                      347 15 35.2
 EE2156
 EE2156|---------------------------------------------------------------------|
 EE2156| PID    Reference Object                     Distance      Geod. Az  |
 EE2156|                                                           dddmmss.s |
 EE2156| EE2160 ARAGON MILLS N TANK                 APPROX. 1.9 KM 3482101.6 |
 EE2156|---------------------------------------------------------------------|
 EE2156
 EE2156                          SUPERSEDED SURVEY CONTROL
 EE2156
 EE2156  NAD 83(1994)-  34 01 48.13553(N)    085 03 05.78466(W) AD(       ) 2
 EE2156  NAD 83(1986)-  34 01 48.13683(N)    085 03 05.78275(W) AD(       ) 2
 EE2156  NAD 27      -  34 01 47.77089(N)    085 03 05.97601(W) AD(       ) 2
 EE2156  NGVD 29 (07/19/86)  232.4    (m)          762.     (f) VERT ANG       
 EE2156
 EE2156.Superseded values are not recommended for survey control.
 EE2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2156.See file dsdata.txt to determine how the superseded data were derived.
 EE2156
 EE2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7988067198(NAD 83)
 EE2156_MARKER: DD = SURVEY DISK
 EE2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2156+STABILITY: SURFACE MOTION
 EE2156
 EE2156  HISTORY     - Date     Condition        Report By
 EE2156  HISTORY     - 1973     MONUMENTED       GADT
 EE2156
 EE2156                          STATION DESCRIPTION
 EE2156
 EE2156'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE2156'THE STATION IS LOCATED AIRLINE ABOUT 1.0 MILE SOUTH OF ARAGON,
 EE2156'17.0 MILES SOUTHEAST OF ROME, AND 11.5 MILES EAST-NORTHEAST
 EE2156'OF CEDARTOWN.
 EE2156'
 EE2156'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 113
 EE2156'AND 101 IN ROCKMART, PROCEED NORTH ON STATE ROUTE 101 FOR 2.0
 EE2156'MILES TO THE STATION ON THE LEFT SIDE OF STATE ROUTE 101.
 EE2156'
 EE2156'THE STATION IS A STANDARD DISK STAMPED 115-200, SET IN A 10
 EE2156'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2156'UNDERGROUND MARK IS A STANDARD DISK STAMPED 115-200, SET IN AN
 EE2156'IRREGULAR MASS OF CONCRETE 0.8 METER BELOW THE GROUND.  IT IS
 EE2156'31.1 FEET WEST OF THE CENTERLINE OF STATE ROUTE 101, 3.5 FEET
 EE2156'EAST OF A METAL WITNESS POST, AND 28.0 FEET NORTH OF A POWER
 EE2156'POLE.
 EE2156'
 EE2156'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2156'BALL ON TOP OF THE SMALLER OF THE TWO WATER TANKS LOCATED ABOUT 1
 EE2156'MILE NORTH-NORTHWEST OF THE STATION AT ARAGON MILLS IN ARAGON WILL
 EE2156'SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2166 ***********************************************************************
 EE2166  DESIGNATION -  BV 115 201 GAHD 1972
 EE2166  PID         -  EE2166
 EE2166  STATE/COUNTY-  GA/POLK
 EE2166  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2166
 EE2166                         *CURRENT SURVEY CONTROL
 EE2166  ___________________________________________________________________
 EE2166* NAD 83(1994)-  34 03 12.42872(N)    085 03 53.28593(W)     ADJUSTED  
 EE2166* NAVD 88     -       232.0    (meters)     761.     (feet)  VERTCON   
 EE2166  ___________________________________________________________________
 EE2166  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EE2166  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EE2166
 EE2166  HORZ ORDER  -  SECOND
 EE2166
 EE2166.The horizontal coordinates were established by classical geodetic methods
 EE2166.and adjusted by the National Geodetic Survey in September 1997..
 EE2166
 EE2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2166
 EE2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2166
 EE2166.The geoid height was determined by GEOID03.
 EE2166
 EE2166;                    North         East     Units Scale Factor Converg.
 EE2166;SPC GA W     -   449,796.112   617,085.015   MT  0.99998472   -0 30 10.6
 EE2166;SPC GA W     - 1,475,706.08  2,024,553.09   sFT  0.99998472   -0 30 10.6
 EE2166;UTM  16      - 3,769,772.148   678,612.124   MT  0.99999328   +1 05 02.2
 EE2166
 EE2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2166!SPC GA W     -   0.99996815  x   0.99998472  =   0.99995287
 EE2166!UTM  16      -   0.99996815  x   0.99999328  =   0.99996143
 EE2166
 EE2166:                Primary Azimuth Mark                     Grid Az
 EE2166:SPC GA W     -  ARAGON MILLS N TANK                      131 02 47.3
 EE2166:UTM  16      -  ARAGON MILLS N TANK                      129 27 34.5
 EE2166
 EE2166|---------------------------------------------------------------------|
 EE2166| PID    Reference Object                     Distance      Geod. Az  |
 EE2166|                                                           dddmmss.s |
 EE2166| EE2160 ARAGON MILLS N TANK                 APPROX. 1.1 KM 1303236.7 |
 EE2166|---------------------------------------------------------------------|
 EE2166
 EE2166                          SUPERSEDED SURVEY CONTROL
 EE2166
 EE2166  NAD 83(1994)-  34 03 12.43230(N)    085 03 53.28735(W) AD(       ) 2
 EE2166  NAD 83(1986)-  34 03 12.43358(N)    085 03 53.28544(W) AD(       ) 2
 EE2166  NAD 27      -  34 03 12.07031(N)    085 03 53.47809(W) AD(       ) 2
 EE2166  NGVD 29 (07/19/86)  231.9    (m)          761.     (f) VERT ANG       
 EE2166
 EE2166.Superseded values are not recommended for survey control.
 EE2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2166.See file dsdata.txt to determine how the superseded data were derived.
 EE2166
 EE2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7861269772(NAD 83)
 EE2166_MARKER: DD = SURVEY DISK
 EE2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2166+STABILITY: SURFACE MOTION
 EE2166
 EE2166  HISTORY     - Date     Condition        Report By
 EE2166  HISTORY     - 1972     MONUMENTED       GADT
 EE2166
 EE2166                          STATION DESCRIPTION
 EE2166
 EE2166'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2166'THE STATION IS LOCATED AIRLINE ABOUT 5.0 MILES WEST-SOUTHWEST
 EE2166'OF TAYLORSVILLE, 11.2 MILES NORTHEAST OF CEDARTOWN, AND 9.9
 EE2166'MILES SOUTHWEST OF EUHARLEE.
 EE2166'
 EE2166'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 113
 EE2166'AND 101 IN ROCKMART, PROCEED NORTH ON STATE ROUTE 101 FOR 3.8
 EE2166'MILES TO COUNTY ROAD 260 ON THE RIGHT.  TURN RIGHT AND PROCEED
 EE2166'NORTHEAST ON COUNTY ROAD 260 FOR 0.05 MILE TO THE STATION ON
 EE2166'THE RIGHT.
 EE2166'
 EE2166'THE STATION IS A STANDARD DISK STAMPED 115-201, SET IN A 10
 EE2166'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2166'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 115-201,
 EE2166'SET IN AN IRREGULAR MASS OF CONCRETE 0.79 METER BELOW THE
 EE2166'SURFACE OF THE GROUND.  IT IS 23.2 FEET EAST OF THE CENTERLINE
 EE2166'OF COUNTY ROAD 260, 250.4 FEET NORTHEAST OF THE INTERSECTION OF
 EE2166'THE CENTERLINES OF COUNTY ROAD 260 AND STATE ROUTE 101, AND 3.0
 EE2166'FEET WEST OF A METAL WITNESS POST.
 EE2166'
 EE2166'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  ARAGON
 EE2166'MILLS TANK WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2155 ***********************************************************************
 EE2155  DESIGNATION -  BV 115 202
 EE2155  PID         -  EE2155
 EE2155  STATE/COUNTY-  GA/POLK
 EE2155  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2155
 EE2155                         *CURRENT SURVEY CONTROL
 EE2155  ___________________________________________________________________
 EE2155* NAD 83(1994)-  34 04 27.76850(N)    085 06 32.13599(W)     ADJUSTED  
 EE2155* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 EE2155  ___________________________________________________________________
 EE2155  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EE2155  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE2155
 EE2155  HORZ ORDER  -  SECOND
 EE2155
 EE2155.The horizontal coordinates were established by classical geodetic methods
 EE2155.and adjusted by the National Geodetic Survey in September 1997..
 EE2155
 EE2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2155
 EE2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2155
 EE2155.The geoid height was determined by GEOID03.
 EE2155
 EE2155;                    North         East     Units Scale Factor Converg.
 EE2155;SPC GA W     -   452,154.013   613,032.684   MT  0.99999320   -0 31 40.6
 EE2155;SPC GA W     - 1,483,441.96  2,011,258.06   sFT  0.99999320   -0 31 40.6
 EE2155;UTM  16      - 3,772,016.884   674,496.052   MT  0.99997536   +1 03 35.2
 EE2155
 EE2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2155!SPC GA W     -   0.99996265  x   0.99999320  =   0.99995585
 EE2155!UTM  16      -   0.99996265  x   0.99997536  =   0.99993801
 EE2155
 EE2155:                Primary Azimuth Mark                     Grid Az
 EE2155:SPC GA W     -  BV 115 202 AZ MK                         119 58 35.7
 EE2155:UTM  16      -  BV 115 202 AZ MK                         118 23 19.9
 EE2155
 EE2155|---------------------------------------------------------------------|
 EE2155| PID    Reference Object                     Distance      Geod. Az  |
 EE2155|                                                           dddmmss.s |
 EE2155| CG4978 BV 115 202 AZ MK                                   1192655.1 |
 EE2155|---------------------------------------------------------------------|
 EE2155
 EE2155                          SUPERSEDED SURVEY CONTROL
 EE2155
 EE2155  NAD 83(1994)-  34 04 27.77195(N)    085 06 32.13744(W) AD(       ) 2
 EE2155  NAD 83(1986)-  34 04 27.77336(N)    085 06 32.13553(W) AD(       ) 2
 EE2155  NAD 27      -  34 04 27.41542(N)    085 06 32.32381(W) AD(       ) 2
 EE2155  NGVD 29 (07/19/86)  266.9    (m)          876.     (f) VERT ANG       
 EE2155
 EE2155.Superseded values are not recommended for survey control.
 EE2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2155.See file dsdata.txt to determine how the superseded data were derived.
 EE2155
 EE2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7449672017(NAD 83)
 EE2155_MARKER: DD = SURVEY DISK
 EE2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2155
 EE2155  HISTORY     - Date     Condition        Report By
 EE2155  HISTORY     - 1972     MONUMENTED       GADT
 EE2155
 EE2155                          STATION DESCRIPTION
 EE2155
 EE2155'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2155'THE STATION IS LOCATED AIRLINE ABOUT 3.7 MILES NORTHWEST OF
 EE2155'ARAGON, 12.5 MILES SOUTHEAST OF ROME, AND 9.4 MILES NORTHEAST
 EE2155'OF CEDARTOWN.
 EE2155'
 EE2155'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 113
 EE2155'AND 101 IN ROCKMART, PROCEED NORTH ON STATE ROUTE 101 FOR 5.30
 EE2155'MILES TO COUNTY ROAD 312 ON THE LEFT.  TURN LEFT AND PROCEED
 EE2155'NORTHWEST ON COUNTY ROAD 312 FOR 1.35 MILES TO THE STATION
 EE2155'ON THE LEFT.
 EE2155'
 EE2155'THE STATION IS A STANDARD DISK STAMPED 115-202, SET IN A 10
 EE2155'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 EE2155'UNDERGROUND MARK IS A STANDARD DISK STAMPED 115-202, SET IN AN
 EE2155'IRREGULAR MASS OF CONCRETE 0.83 METER BELOW THE SURFACE OF THE
 EE2155'GROUND.  IT IS LOCATED 40.9 FEET SOUTHWEST OF THE CENTERLINE
 EE2155'OF COUNTY ROAD 312, 85.2 FEET SOUTH OF A POWER POLE, AND 11.7
 EE2155'FEET SOUTHWEST OF A METAL WITNESS POST.
 EE2155'
 EE2155'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST
 EE2155'ON COUNTY ROAD 312 FOR 0.25 MILE TO THE MARK ON THE LEFT SIDE
 EE2155'OF THE COUNTY ROAD.  THE MARK IS A STANDARD DISK STAMPED AZI,
 EE2155'SET IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE2155'GROUND.  IT IS 36.5 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY
 EE2155'ROAD 312 AND 87.5 FEET NORTHWEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2165 ***********************************************************************
 EE2165  DESIGNATION -  BV 115 203 GAHD 1972
 EE2165  PID         -  EE2165
 EE2165  STATE/COUNTY-  GA/POLK
 EE2165  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2165
 EE2165                         *CURRENT SURVEY CONTROL
 EE2165  ___________________________________________________________________
 EE2165* NAD 83(1994)-  34 00 27.88812(N)    085 05 48.88881(W)     ADJUSTED  
 EE2165* NAVD 88     -       274.5    (meters)     901.     (feet)  VERTCON   
 EE2165  ___________________________________________________________________
 EE2165  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EE2165  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE2165
 EE2165  HORZ ORDER  -  SECOND
 EE2165
 EE2165.The horizontal coordinates were established by classical geodetic methods
 EE2165.and adjusted by the National Geodetic Survey in September 1997..
 EE2165
 EE2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2165
 EE2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2165
 EE2165.The geoid height was determined by GEOID03.
 EE2165
 EE2165;                    North         East     Units Scale Factor Converg.
 EE2165;SPC GA W     -   444,753.044   614,074.310   MT  0.99999099   -0 31 13.2
 EE2165;SPC GA W     - 1,459,160.61  2,014,675.47   sFT  0.99999099   -0 31 13.2
 EE2165;UTM  16      - 3,764,647.691   675,742.149   MT  0.99998074   +1 03 52.8
 EE2165
 EE2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2165!SPC GA W     -   0.99996147  x   0.99999099  =   0.99995246
 EE2165!UTM  16      -   0.99996147  x   0.99998074  =   0.99994221
 EE2165
 EE2165:                Primary Azimuth Mark                     Grid Az
 EE2165:SPC GA W     -  WIMBERLY                                 294 23 15.7
 EE2165:UTM  16      -  WIMBERLY                                 292 48 09.7
 EE2165
 EE2165|---------------------------------------------------------------------|
 EE2165| PID    Reference Object                     Distance      Geod. Az  |
 EE2165|                                                           dddmmss.s |
 EE2165| EE2177 WIMBERLY                            APPROX. 4.8 KM 2935202.5 |
 EE2165|---------------------------------------------------------------------|
 EE2165
 EE2165                          SUPERSEDED SURVEY CONTROL
 EE2165
 EE2165  NAD 83(1994)-  34 00 27.89149(N)    085 05 48.89007(W) AD(       ) 2
 EE2165  NAD 83(1986)-  34 00 27.89288(N)    085 05 48.88814(W) AD(       ) 2
 EE2165  NAD 27      -  34 00 27.52618(N)    085 05 49.07902(W) AD(       ) 2
 EE2165  NGVD 29 (07/19/86)  274.4    (m)          900.     (f) VERT ANG       
 EE2165
 EE2165.Superseded values are not recommended for survey control.
 EE2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2165.See file dsdata.txt to determine how the superseded data were derived.
 EE2165
 EE2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7574264648(NAD 83)
 EE2165_MARKER: DD = SURVEY DISK
 EE2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2165+STABILITY: SURFACE MOTION
 EE2165
 EE2165  HISTORY     - Date     Condition        Report By
 EE2165  HISTORY     - 1972     MONUMENTED       GADT
 EE2165
 EE2165                          STATION DESCRIPTION
 EE2165
 EE2165'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2165'THE STATION IS LOCATED AIRLINE ABOUT 3.6 MILES SOUTHWEST OF
 EE2165'ARAGON, 9.0 MILES EAST OF CEDARTOWN, AND 3.5 MILES WEST OF
 EE2165'ROCKMART.
 EE2165'
 EE2165'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 101
 EE2165'AND U.S. 278 IN ROCKMART, PROCEED WEST ON U.S. 278 FOR 3.5 MILES
 EE2165'TO THE STATION ON THE LEFT.
 EE2165'
 EE2165'THE STATION IS A STANDARD DISK STAMPED 115-203, SET IN A 10
 EE2165'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2165'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE2165'115-203, SET IN AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW
 EE2165'THE SURFACE OF THE GROUND.  IT IS 40.0 FEET SOUTH OF THE
 EE2165'CENTERLINE OF U.S. 278, 1.8 FEET NORTH OF A METAL WITNESS POST,
 EE2165'AND 90.7 FEET NORTHEAST OF A 16 INCH OAK TREE.
 EE2165'
 EE2165'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2165'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2162 ***********************************************************************
 EE2162  DESIGNATION -  BV 115 204 GAHD 1972
 EE2162  PID         -  EE2162
 EE2162  STATE/COUNTY-  GA/POLK
 EE2162  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2162
 EE2162                         *CURRENT SURVEY CONTROL
 EE2162  ___________________________________________________________________
 EE2162* NAD 83(1994)-  34 00 35.35464(N)    085 02 44.30063(W)     ADJUSTED  
 EE2162* NAVD 88     -       250.4    (meters)     822.     (feet)  VERTCON   
 EE2162  ___________________________________________________________________
 EE2162  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EE2162  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE2162
 EE2162  HORZ ORDER  -  SECOND
 EE2162
 EE2162.The horizontal coordinates were established by classical geodetic methods
 EE2162.and adjusted by the National Geodetic Survey in September 1997..
 EE2162
 EE2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2162
 EE2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2162
 EE2162.The geoid height was determined by GEOID03.
 EE2162
 EE2162;                    North         East     Units Scale Factor Converg.
 EE2162;SPC GA W     -   444,941.261   618,812.587   MT  0.99998123   -0 29 30.0
 EE2162;SPC GA W     - 1,459,778.12  2,030,220.96   sFT  0.99998123   -0 29 30.0
 EE2162;UTM  16      - 3,764,966.902   680,473.430   MT  1.00000152   +1 05 36.4
 EE2162
 EE2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2162!SPC GA W     -   0.99996526  x   0.99998123  =   0.99994649
 EE2162!UTM  16      -   0.99996526  x   1.00000152  =   0.99996678
 EE2162
 EE2162:                Primary Azimuth Mark                     Grid Az
 EE2162:SPC GA W     -  BV 115 203 GAHD 1972                     267 43 31.0
 EE2162:UTM  16      -  BV 115 203 GAHD 1972                     266 08 24.6
 EE2162
 EE2162|---------------------------------------------------------------------|
 EE2162| PID    Reference Object                     Distance      Geod. Az  |
 EE2162|                                                           dddmmss.s |
 EE2162| EE2165 BV 115 203 GAHD 1972                APPROX. 4.7 KM 2671401.0 |
 EE2162|---------------------------------------------------------------------|
 EE2162
 EE2162                          SUPERSEDED SURVEY CONTROL
 EE2162
 EE2162  NAD 83(1994)-  34 00 35.35821(N)    085 02 44.30191(W) AD(       ) 2
 EE2162  NAD 83(1986)-  34 00 35.35953(N)    085 02 44.29999(W) AD(       ) 2
 EE2162  NAD 27      -  34 00 34.98930(N)    085 02 44.49465(W) AD(       ) 2
 EE2162  NGVD 29 (07/19/86)  250.3    (m)          821.     (f) VERT ANG       
 EE2162
 EE2162.Superseded values are not recommended for survey control.
 EE2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2162.See file dsdata.txt to determine how the superseded data were derived.
 EE2162
 EE2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8047364967(NAD 83)
 EE2162_MARKER: DD = SURVEY DISK
 EE2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2162+STABILITY: SURFACE MOTION
 EE2162
 EE2162  HISTORY     - Date     Condition        Report By
 EE2162  HISTORY     - 1972     MONUMENTED       GADT
 EE2162
 EE2162                          STATION DESCRIPTION
 EE2162
 EE2162'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2162'THE STATION IS LOCATED AIRLINE ABOUT 12.0 MILES EAST OF
 EE2162'CEDARTOWN, 2.7 MILES SOUTH-SOUTHEAST OF ARAGON, AND 6.6 MILES
 EE2162'SOUTHWEST OF TAYLORSVILLE.
 EE2162'
 EE2162'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 113
 EE2162'AND 101 IN ROCKMART, PROCEED NORTH ON STATE ROUTE 101 FOR 0.25
 EE2162'MILE TO HUNTER STREET.  TURN LEFT AND PROCEED WEST ON HUNTER
 EE2162'STREET FOR 0.15 MILE TO JONES STREET.  TURN RIGHT AND PROCEED
 EE2162'NORTH ON JONES STREET FOR 0.2 MILE TO PINE STREET.  TURN LEFT
 EE2162'AND PROCEED WEST ON PINE STREET FOR 0.95 MILE TO THE STATION
 EE2162'ON THE LEFT.
 EE2162'
 EE2162'THE STATION IS A STANDARD DISK STAMPED 115-204, SET IN A 10
 EE2162'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2162'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 115-204,
 EE2162'SET IN AN IRREGULAR MASS OF CONCRETE 0.87 METER BELOW THE
 EE2162'SURFACE OF THE GROUND.  IT IS 17.0 FEET NORTH OF THE CENTERLINE
 EE2162'OF PINE STREET, 15.5 FEET EAST OF A METAL WITNESS POST, 20.7
 EE2162'FEET SOUTHWEST OF A 6 INCH CEDAR TREE, AND 41.0 FEET NORTHEAST
 EE2162'OF THE INTERSECTION OF THE CENTERLINES OF WILSON STREET AND
 EE2162'PINE STREET.
 EE2162'
 EE2162'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2162'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2159 ***********************************************************************
 EE2159  DESIGNATION -  BV 115 205 GAHD 1972
 EE2159  PID         -  EE2159
 EE2159  STATE/COUNTY-  GA/POLK
 EE2159  USGS QUAD   -  ROCKMART NORTH (1973)
 EE2159
 EE2159                         *CURRENT SURVEY CONTROL
 EE2159  ___________________________________________________________________
 EE2159* NAD 83(1994)-  34 00 41.40563(N)    085 01 35.42164(W)     ADJUSTED  
 EE2159* NAVD 88     -       254.7    (meters)     836.     (feet)  VERTCON   
 EE2159  ___________________________________________________________________
 EE2159  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 EE2159  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE2159
 EE2159  HORZ ORDER  -  SECOND
 EE2159
 EE2159.The horizontal coordinates were established by classical geodetic methods
 EE2159.and adjusted by the National Geodetic Survey in September 1997..
 EE2159
 EE2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2159
 EE2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2159
 EE2159.The geoid height was determined by GEOID03.
 EE2159
 EE2159;                    North         East     Units Scale Factor Converg.
 EE2159;SPC GA W     -   445,112.691   620,581.451   MT  0.99997773   -0 28 51.5
 EE2159;SPC GA W     - 1,460,340.55  2,036,024.31   sFT  0.99997773   -0 28 51.5
 EE2159;UTM  16      - 3,765,187.204   682,236.921   MT  1.00000941   +1 06 15.1
 EE2159
 EE2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2159!SPC GA W     -   0.99996459  x   0.99997773  =   0.99994232
 EE2159!UTM  16      -   0.99996459  x   1.00000941  =   0.99997400
 EE2159
 EE2159:                Primary Azimuth Mark                     Grid Az
 EE2159:SPC GA W     -  ROCKMART RAD STA WPLK MAST               252 10 09.8
 EE2159:UTM  16      -  ROCKMART RAD STA WPLK MAST               250 35 03.2
 EE2159
 EE2159|---------------------------------------------------------------------|
 EE2159| PID    Reference Object                     Distance      Geod. Az  |
 EE2159|                                                           dddmmss.s |
 EE2159| EE2168 ROCKMART RAD STA WPLK MAST          APPROX. 3.0 KM 2514118.3 |
 EE2159| EE2162 BV 115 204 GAHD 1972                APPROX. 1.8 KM 2635900.5 |
 EE2159|---------------------------------------------------------------------|
 EE2159
 EE2159                          SUPERSEDED SURVEY CONTROL
 EE2159
 EE2159  NAD 83(1994)-  34 00 41.40928(N)    085 01 35.42293(W) AD(       ) 2
 EE2159  NAD 83(1986)-  34 00 41.41058(N)    085 01 35.42101(W) AD(       ) 2
 EE2159  NAD 27      -  34 00 41.03950(N)    085 01 35.61622(W) AD(       ) 2
 EE2159  NGVD 29 (07/19/86)  254.6    (m)          835.     (f) VERT ANG       
 EE2159
 EE2159.Superseded values are not recommended for survey control.
 EE2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2159.See file dsdata.txt to determine how the superseded data were derived.
 EE2159
 EE2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8223765187(NAD 83)
 EE2159_MARKER: DD = SURVEY DISK
 EE2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2159+STABILITY: SURFACE MOTION
 EE2159
 EE2159  HISTORY     - Date     Condition        Report By
 EE2159  HISTORY     - 1972     MONUMENTED       GADT
 EE2159
 EE2159                          STATION DESCRIPTION
 EE2159
 EE2159'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2159'THE STATION IS LOCATED AIRLINE ABOUT 5.9 MILES SOUTH OF
 EE2159'TAYLORSVILLE, 3.0 MILES SOUTH OF ARAGON, AND 1.1 MILES NORTHEAST
 EE2159'OF ROCKMART ON THE PROPERTY OF MR. RAYMOND JACKSON.
 EE2159'
 EE2159'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 101
 EE2159'AND 113 IN ROCKMART, PROCEED NORTHEAST ON STATE ROUTE 113 FOR
 EE2159'1.15 MILES TO THE STATION ON THE RIGHT IN A TRAILER PARK.
 EE2159'
 EE2159'THE STATION IS A STANDARD DISK STAMPED 115-205, SET IN A
 EE2159'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 EE2159'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 EE2159'115-205, SET IN AN IRREGULAR MASS OF CONCRETE 0.80 METER BELOW
 EE2159'THE STATION.  THE STATION IS LOCATED 134.0 FEET SOUTHEAST OF
 EE2159'THE CENTERLINE OF STATE ROUTE 113, 23.0 FEET NORTHEAST OF THE
 EE2159'CENTERLINE OF A DIRT DRIVE, 25.0 FEET SOUTHWEST OF AN 8 INCH
 EE2159'WILD CHERRY TREE, AND 3.1 FEET NORTHWEST OF A METAL WITNESS
 EE2159'POST.
 EE2159'
 EE2159'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2159'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2175 ***********************************************************************
 EE2175  DESIGNATION -  BV 115 206
 EE2175  PID         -  EE2175
 EE2175  STATE/COUNTY-  GA/POLK
 EE2175  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2175
 EE2175                         *CURRENT SURVEY CONTROL
 EE2175  ___________________________________________________________________
 EE2175* NAD 83(1994)-  34 04 44.49587(N)    085 10 57.01688(W)     ADJUSTED  
 EE2175* NAVD 88     -       305.0    (meters)    1001.     (feet)  VERTCON   
 EE2175  ___________________________________________________________________
 EE2175  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 EE2175  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2175
 EE2175  HORZ ORDER  -  SECOND
 EE2175
 EE2175.The horizontal coordinates were established by classical geodetic methods
 EE2175.and adjusted by the National Geodetic Survey in September 1997..
 EE2175
 EE2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2175
 EE2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2175
 EE2175.The geoid height was determined by GEOID03.
 EE2175
 EE2175;                    North         East     Units Scale Factor Converg.
 EE2175;SPC GA W     -   452,734.422   606,246.552   MT  1.00000832   -0 34 09.3
 EE2175;SPC GA W     - 1,485,346.18  1,988,993.90   sFT  1.00000832   -0 34 09.3
 EE2175;UTM  16      - 3,772,409.018   667,696.713   MT  0.99994667   +1 01 07.1
 EE2175
 EE2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2175!SPC GA W     -   0.99995668  x   1.00000832  =   0.99996500
 EE2175!UTM  16      -   0.99995668  x   0.99994667  =   0.99990335
 EE2175
 EE2175:                Primary Azimuth Mark                     Grid Az
 EE2175:SPC GA W     -  BV 115 206 AZ MK                         006 59 47.4
 EE2175:UTM  16      -  BV 115 206 AZ MK                         005 24 31.0
 EE2175
 EE2175|---------------------------------------------------------------------|
 EE2175| PID    Reference Object                     Distance      Geod. Az  |
 EE2175|                                                           dddmmss.s |
 EE2175| CG4979 BV 115 206 AZ MK                                   0062538.1 |
 EE2175|---------------------------------------------------------------------|
 EE2175
 EE2175                          SUPERSEDED SURVEY CONTROL
 EE2175
 EE2175  NAD 83(1994)-  34 04 44.49896(N)    085 10 57.01851(W) AD(       ) 2
 EE2175  NAD 83(1986)-  34 04 44.50037(N)    085 10 57.01655(W) AD(       ) 2
 EE2175  NAD 27      -  34 04 44.14242(N)    085 10 57.19745(W) AD(       ) 2
 EE2175  NGVD 29 (07/19/86)  304.9    (m)         1000.     (f) VERT ANG       
 EE2175
 EE2175.Superseded values are not recommended for survey control.
 EE2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2175.See file dsdata.txt to determine how the superseded data were derived.
 EE2175
 EE2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6769772409(NAD 83)
 EE2175_MARKER: DD = SURVEY DISK
 EE2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2175
 EE2175  HISTORY     - Date     Condition        Report By
 EE2175  HISTORY     - 1972     MONUMENTED       GADT
 EE2175
 EE2175                          STATION DESCRIPTION
 EE2175
 EE2175'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2175'THE STATION IS LOCATED APPROXIMATELY 6.1 MILES NORTHEAST OF
 EE2175'CEDARTOWN, 9.5 MILES NORTHWEST OF ROCKMART, AND 7.3 MILES
 EE2175'WEST-NORTHWEST OF ARAGON.
 EE2175'
 EE2175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 27
 EE2175'AND STATE ROUTE 6 (U.S. ROUTE 278) IN CEDERTOWN, PROCEED EAST
 EE2175'ON U.S. ROUTE 278 FOR 0.70 MILES TO COLLARD VALLEY ROAD ON THE
 EE2175'LEFT.  TURN LEFT AND GO NORTHEAST FOR 2.9 MILES TO A CROSSROADS
 EE2175'AND A SMALL LAKE IN THE SOUTHEAST QUADRANT OF THE
 EE2175'CROSSROADS.  CONTINUE AHEAD ON COLLARD VALLEY ROAD FOR 0.55
 EE2175'MILES TO A COUNTY ROAD ON THE LEFT.  TURN LEFT AND PROCEED
 EE2175'NORTH ON THE COUNTY ROAD FOR 0.15 MILES TO A FORK.  TAKE THE
 EE2175'RIGHT FORK AND PROCEED NORTH FOR 0.75 MILES TO PLEASANT
 EE2175'VALLEY CHURCH ON THE RIGHT AND A ROAD ON THE LEFT.  TURN LEFT
 EE2175'ON THE ROAD AND GO WEST FOR 0.1 MILES TO A FIELD ROAD ON THE
 EE2175'RIGHT AND THE RESIDENCE OF MR. KING.  TURN RIGHT AND GO
 EE2175'NORTH THROUGH A ORCHARD FOR 0.05 MILES TO A GAP IN THE FENCE.
 EE2175'DO NOT GO THROUGH THE FENCE BUT TURN LEFT AND FOLLOW ALONG
 EE2175'THE FENCE LINE FOR 0.15 MILES TO WHERE THE FENCE LEAVES THE
 EE2175'FIELD ROAD.  CONTINUE ALONG THE FIELD ROAD TO THE TOP OF A
 EE2175'RISE.  TURN RIGHT AND GO NORTH FOR 0.05 MILES TO THE
 EE2175'STATION.
 EE2175'
 EE2175'THE STATION IS A STANDARD DISK STAMPED 115-206 SET IN A 10-INCH
 EE2175'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE2175'GROUND.  AN UNDERGROUND MARK WAS SET BELOW THE SURFACE OF THE
 EE2175'GROUND IN AN IRREGULAR MASS OF CONCRETE AND STAMPED 115-206.
 EE2175'
 EE2175'THE STATION IS 29.0 FEET SOUTH OF A GROVE OF 3 TO 9-INCH
 EE2175'TREES, 2.7 FEET WEST OF A WITNESS POST, 85.0 FEET NORTHWEST
 EE2175'OF AN 8-INCH CEDAR TREE, 20.6 FEET NORTHEAST OF A 4-INCH PINE,
 EE2175'AND 142.8 FEET SOUTHEAST OF A 12-INCH PINE TREE.
 EE2175'
 EE2175'TO REACH THE AZIMUTH MARK FROM THE RESIDENCE OF MR. KING, GO
 EE2175'WEST ON THE COUNTY ROAD FOR 0.1 MILES TO A COUNTY ROAD FORKING
 EE2175'OFF TO THE LEFT.  TAKE THE LEFT FORK AND GO EAST 0.50 MILES TO
 EE2175'ANOTHER COUNTY ROAD ON THE LEFT.  CONTINUE AHEAD (RIGHT) AND GO
 EE2175'NORTH FOR 0.10 MILES TO THE MARK ON THE LEFT.
 EE2175'
 EE2175'THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A 10-INCH
 EE2175'CONCRETE POST.  THE MARK IS 39.5 FEET SOUTH OF A 3-INCH CEDAR
 EE2175'TREE, 21.0 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD,
 EE2175'AND 8.0 FEET NORTHEAST OF A 14-INCH TWIN PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2178 ***********************************************************************
 EE2178  DESIGNATION -  BV 115 207 GAHD 1972
 EE2178  PID         -  EE2178
 EE2178  STATE/COUNTY-  GA/POLK
 EE2178  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2178
 EE2178                         *CURRENT SURVEY CONTROL
 EE2178  ___________________________________________________________________
 EE2178* NAD 83(1994)-  34 01 29.67475(N)    085 10 27.83077(W)     ADJUSTED  
 EE2178* NAVD 88     -       306.9    (meters)    1007.     (feet)  VERTCON   
 EE2178  ___________________________________________________________________
 EE2178  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EE2178  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE2178
 EE2178  HORZ ORDER  -  SECOND
 EE2178
 EE2178.The horizontal coordinates were established by classical geodetic methods
 EE2178.and adjusted by the National Geodetic Survey in September 1997..
 EE2178
 EE2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2178
 EE2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2178
 EE2178.The geoid height was determined by GEOID03.
 EE2178
 EE2178;                    North         East     Units Scale Factor Converg.
 EE2178;SPC GA W     -   446,724.433   606,935.691   MT  1.00000673   -0 33 50.1
 EE2178;SPC GA W     - 1,465,628.41  1,991,254.85   sFT  1.00000673   -0 33 50.1
 EE2178;UTM  16      - 3,766,420.770   668,551.961   MT  0.99995022   +1 01 18.3
 EE2178
 EE2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2178!SPC GA W     -   0.99995637  x   1.00000673  =   0.99996310
 EE2178!UTM  16      -   0.99995637  x   0.99995022  =   0.99990659
 EE2178
 EE2178:                Primary Azimuth Mark                     Grid Az
 EE2178:SPC GA W     -  CEDARTOWN HWY PATROL RAD MAST            249 27 56.2
 EE2178:UTM  16      -  CEDARTOWN HWY PATROL RAD MAST            247 52 47.8
 EE2178
 EE2178|---------------------------------------------------------------------|
 EE2178| PID    Reference Object                     Distance      Geod. Az  |
 EE2178|                                                           dddmmss.s |
 EE2178| EE2173 CEDARTOWN HWY PATROL RAD MAST       APPROX. 4.5 KM 2485406.1 |
 EE2178| EE2176 CEDARTOWN MECNER CHAPEL SPIRE       APPROX. 6.6 KM 2543916.1 |
 EE2178| EE2180 CEDARTOWN CABLE TV MAST             APPROX. 5.5 KM 2660113.4 |
 EE2178|---------------------------------------------------------------------|
 EE2178
 EE2178                          SUPERSEDED SURVEY CONTROL
 EE2178
 EE2178  NAD 83(1994)-  34 01 29.67783(N)    085 10 27.83201(W) AD(       ) 2
 EE2178  NAD 83(1986)-  34 01 29.67924(N)    085 10 27.82986(W) AD(       ) 2
 EE2178  NAD 27      -  34 01 29.31663(N)    085 10 28.01150(W) AD(       ) 2
 EE2178  NGVD 29 (07/19/86)  306.8    (m)         1007.     (f) VERT ANG       
 EE2178
 EE2178.Superseded values are not recommended for survey control.
 EE2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2178.See file dsdata.txt to determine how the superseded data were derived.
 EE2178
 EE2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6855266421(NAD 83)
 EE2178_MARKER: DD = SURVEY DISK
 EE2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2178+STABILITY: SURFACE MOTION
 EE2178
 EE2178  HISTORY     - Date     Condition        Report By
 EE2178  HISTORY     - 1972     MONUMENTED       GADT
 EE2178
 EE2178                          STATION DESCRIPTION
 EE2178
 EE2178'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2178'THE STATION IS LOCATED AIRLINE ABOUT 3.9 MILES NORTHEAST OF
 EE2178'CEDARTOWN, 7.9 MILES NORTHWEST OF ROCKMART, AND 7.0 MILES
 EE2178'SOUTHWEST OF ARAGON ON THE PROPERTY OF MR. D. G. BARNETT,
 EE2178'PHONE--748-3708.
 EE2178'
 EE2178'TO REACH FROM THE INTERSECTION OF STATE ROUTE 101 AND STATE
 EE2178'ROUTE 113 IN ROCKMART, PROCEED SOUTH ON STATE ROUTE 101 FOR 0.35
 EE2178'MILE TO THE INTERSECTION OF U.S. 278.  TURN RIGHT AND PROCEED
 EE2178'WEST ON U.S. 278 FOR 9.35 MILES TO COUNTY ROAD 301 ON THE
 EE2178'RIGHT.  TURN RIGHT AND PROCEED NORTH ON COUNTY ROAD 301 FOR 0.6
 EE2178'MILE TO A DIRT DRIVE ON THE RIGHT.  TURN RIGHT INTO THE DRIVE
 EE2178'AND GO EAST FOR 1.15 MILES TO THE STATION AT THE END OF THE
 EE2178'DRIVE BETWEEN A FENCE AND A BARN.
 EE2178'
 EE2178'THE STATION IS A STANDARD DISK STAMPED 115-207 AND SET IN A
 EE2178'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2178'UNDERGROUND MARK WAS SET 0.79 METERS BELOW THE STATION IN AN
 EE2178'IRREGULAR MASS OF CONCRETE AND STAMPED 115-207.
 EE2178'
 EE2178'THE STATION IS 11.9 FEET EAST OF METAL WITNESS POST, 166.0 FEET
 EE2178'NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN, AND 130.3 FEET
 EE2178'SOUTHWEST OF THE NORTHWEST CORNER OF THE BARN.
 EE2178'
 EE2178'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 EE2178'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1450 ***********************************************************************
 EE1450  DESIGNATION -  BV 115 208 GAHD
 EE1450  PID         -  EE1450
 EE1450  STATE/COUNTY-  GA/POLK
 EE1450  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE1450
 EE1450                         *CURRENT SURVEY CONTROL
 EE1450  ___________________________________________________________________
 EE1450* NAD 83(1994)-  34 03 16.40782(N)    085 14 00.02450(W)     ADJUSTED  
 EE1450* NAVD 88     -       259.215  (meters)     850.44   (feet)  ADJUSTED  
 EE1450  ___________________________________________________________________
 EE1450  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 EE1450  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE1450  DYNAMIC HT  -         258.944 (meters)     849.55  (feet)  COMP
 EE1450  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 EE1450
 EE1450  HORZ ORDER  -  SECOND
 EE1450  VERT ORDER  -  FIRST     CLASS II
 EE1450
 EE1450.The horizontal coordinates were established by classical geodetic methods
 EE1450.and adjusted by the National Geodetic Survey in September 1997..
 EE1450
 EE1450.The orthometric height was determined by differential leveling
 EE1450.and adjusted by the National Geodetic Survey in June 1991..
 EE1450
 EE1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1450
 EE1450.The geoid height was determined by GEOID03.
 EE1450
 EE1450.The dynamic height is computed by dividing the NAVD 88
 EE1450.geopotential number by the normal gravity value computed on the
 EE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1450.degrees latitude (g = 980.6199 gals.).
 EE1450
 EE1450.The modeled gravity was interpolated from observed gravity values.
 EE1450
 EE1450;                    North         East     Units Scale Factor Converg.
 EE1450;SPC GA W     -   450,068.122   601,526.354   MT  1.00001950   -0 35 50.5
 EE1450;SPC GA W     - 1,476,598.50  1,973,507.71   sFT  1.00001950   -0 35 50.5
 EE1450;UTM  16      - 3,769,613.198   663,052.545   MT  0.99992774   +0 59 22.3
 EE1450
 EE1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1450!SPC GA W     -   0.99996385  x   1.00001950  =   0.99998335
 EE1450!UTM  16      -   0.99996385  x   0.99992774  =   0.99989159
 EE1450
 EE1450:                Primary Azimuth Mark                     Grid Az
 EE1450:SPC GA W     -  KAREN                                    009 27 56.5
 EE1450:UTM  16      -  KAREN                                    007 52 43.7
 EE1450
 EE1450|---------------------------------------------------------------------|
 EE1450| PID    Reference Object                     Distance      Geod. Az  |
 EE1450|                                                           dddmmss.s |
 EE1450| EE2179 KAREN                               APPROX. 3.7 KM 0085206.0 |
 EE1450|---------------------------------------------------------------------|
 EE1450
 EE1450                          SUPERSEDED SURVEY CONTROL
 EE1450
 EE1450  NAD 83(1994)-  34 03 16.41070(N)    085 14 00.02587(W) AD(       ) 2
 EE1450  NAD 83(1986)-  34 03 16.41218(N)    085 14 00.02387(W) AD(       ) 2
 EE1450  NAD 27      -  34 03 16.05380(N)    085 14 00.19955(W) AD(       ) 2
 EE1450
 EE1450.Superseded values are not recommended for survey control.
 EE1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1450.See file dsdata.txt to determine how the superseded data were derived.
 EE1450
 EE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6305369613(NAD 83)
 EE1450_MARKER: DD = SURVEY DISK
 EE1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1450_SP_SET: CONCRETE POST
 EE1450_STAMPING: BV 115-208
 EE1450_MARK LOGO: GAHD  
 EE1450_PROJECTION: FLUSH
 EE1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1450+STABILITY: SURFACE MOTION
 EE1450
 EE1450  HISTORY     - Date     Condition        Report By
 EE1450  HISTORY     - 1973     MONUMENTED       GADT
 EE1450  HISTORY     - 1980     GOOD             NGS
 EE1450
 EE1450                          STATION DESCRIPTION
 EE1450
 EE1450'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE1450'THE STATION IS LOCATED AIRLINE ABOUT 4.3 MILES NORTH-NORTHEAST
 EE1450'OF CEDARTOWN, 6.8 MILES SOUTHEAST OF CAVESPRINGS, AND 9.8 MILES
 EE1450'NORTHEAST OF ETNA, PERMISSION WAS GIVEN BY MR. JAMES O. CRABB.
 EE1450'
 EE1450'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 278 IN
 EE1450'CEDARTOWN, PROCEED NORTH ON U.S. 27 FOR 3.10 MILES TO THE
 EE1450'STATION ON THE LEFT IN THE CHURCH YARD OF OAK GROVE BAPTIST CHURCH.
 EE1450'
 EE1450'THE STATION IS A STANDARD DISK STAMPED 115-208 AND SET IN A
 EE1450'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE1450'UNDERGROUND MARK WAS SET 0.75 METERS BELOW THE GROUND IN AN
 EE1450'IRREGULAR MASS OF CONCRETE AND STAMPED 115-208.
 EE1450'
 EE1450'THE STATION IS 30.0 FEET WEST OF THE CENTERLINE OF U.S. 27,
 EE1450'94.8 FEET SOUTH OF A UTILITY POLE, 113.6 FEET NORTHEAST OF A
 EE1450'UTILITY POLE, AND 68.5 FEET EAST OF THE NORTH END OF THE CHURCH
 EE1450'SIGN.
 EE1450'
 EE1450'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  OAK
 EE1450'GROVE CHURCH SPIRE WILL SERVE FOR AZIMUTH.
 EE1450
 EE1450                          STATION RECOVERY (1980)
 EE1450
 EE1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EE1450'2.6 KM (1.6 MI) SW FROM LAKE CREEK.
 EE1450'2.6 KILOMETERS (1.6 MILES) SOUTHWEST ALONG LAKE CREEK ROAD FROM THE
 EE1450'LAKE CREEK BAPTIST CHURCH IN LAKE CREEK, TO THE JUNCTION OF U.S.
 EE1450'HIGHWAY 27, THE MARK IS JUST NORTH OF THE JUNCTION IN FRONT OF THE
 EE1450'OAK GROVE BAPTIST CHURCH, 21.13 METERS (69.3 FEET) NORTH-NORTHEAST OF
 EE1450'A FIRE HYDRANT, 21.03 METERS (69.0 FEET) EAST OF THE NORTHEAST CORNER
 EE1450'OF THE 4-FOOT HIGH 15-FOOT LONG BRICK CHURCH SIGN, AND 9.15 METERS
 EE1450'(30.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY.
 EE1450'THE MARK IS 1.7 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2208 ***********************************************************************
 EE2208  DESIGNATION -  BV 115 210 GAHD 1973
 EE2208  PID         -  EE2208
 EE2208  STATE/COUNTY-  GA/POLK
 EE2208  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2208
 EE2208                         *CURRENT SURVEY CONTROL
 EE2208  ___________________________________________________________________
 EE2208* NAD 83(1994)-  34 02 50.02213(N)    085 20 11.19558(W)     ADJUSTED  
 EE2208* NAVD 88     -       335.7    (meters)    1101.     (feet)  VERTCON   
 EE2208  ___________________________________________________________________
 EE2208  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EE2208  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE2208
 EE2208  HORZ ORDER  -  FIRST
 EE2208
 EE2208.The horizontal coordinates were established by classical geodetic methods
 EE2208.and adjusted by the National Geodetic Survey in September 1997..
 EE2208
 EE2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2208
 EE2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2208
 EE2208.The geoid height was determined by GEOID03.
 EE2208
 EE2208;                    North         East     Units Scale Factor Converg.
 EE2208;SPC GA W     -   449,359.187   591,998.267   MT  1.00004374   -0 39 18.0
 EE2208;SPC GA W     - 1,474,272.60  1,942,247.65   sFT  1.00004374   -0 39 18.0
 EE2208;UTM  16      - 3,768,640.822   653,548.905   MT  0.99989064   +0 55 53.6
 EE2208
 EE2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2208!SPC GA W     -   0.99995184  x   1.00004374  =   0.99999558
 EE2208!UTM  16      -   0.99995184  x   0.99989064  =   0.99984249
 EE2208
 EE2208:                Primary Azimuth Mark                     Grid Az
 EE2208:SPC GA W     -  CEDARTOWN MECNER CHAPEL SPIRE            116 48 07.9
 EE2208:UTM  16      -  CEDARTOWN MECNER CHAPEL SPIRE            115 12 56.3
 EE2208
 EE2208|---------------------------------------------------------------------|
 EE2208| PID    Reference Object                     Distance      Geod. Az  |
 EE2208|                                                           dddmmss.s |
 EE2208| EE2176 CEDARTOWN MECNER CHAPEL SPIRE       APPROX. 9.6 KM 1160849.9 |
 EE2208| EE2204 CEDARTOWN GOODYEAR CO TANK          APPROX. 7.6 KM 1195941.6 |
 EE2208|---------------------------------------------------------------------|
 EE2208
 EE2208                          SUPERSEDED SURVEY CONTROL
 EE2208
 EE2208  NAD 83(1994)-  34 02 50.02472(N)    085 20 11.19685(W) AD(       ) 1
 EE2208  NAD 83(1986)-  34 02 50.02598(N)    085 20 11.19481(W) AD(       ) 1
 EE2208  NAD 27      -  34 02 49.66797(N)    085 20 11.35964(W) AD(       ) 1
 EE2208  NGVD 29 (07/19/86)  335.6    (m)         1101.     (f) VERT ANG       
 EE2208
 EE2208.Superseded values are not recommended for survey control.
 EE2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2208.See file dsdata.txt to determine how the superseded data were derived.
 EE2208
 EE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5354968641(NAD 83)
 EE2208_MARKER: DD = SURVEY DISK
 EE2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2208+STABILITY: SURFACE MOTION
 EE2208
 EE2208  HISTORY     - Date     Condition        Report By
 EE2208  HISTORY     - 1973     MONUMENTED       GADT
 EE2208
 EE2208                          STATION DESCRIPTION
 EE2208
 EE2208'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 EE2208'THE STATION IS LOCATED 4.2 MILES NORTHEAST OF ETNA, 5.5 MILES
 EE2208'NORTHWEST OF CEDARTOWN, AND 4.0 MILES SOUTH OF CAVE SPRINGS.
 EE2208'
 EE2208'TO REACH FROM THE INTERSECTION OF U.S. 278 AND STATE ROUTE 6
 EE2208'AND STATE ROUTE 100 IN CEDARTOWN, PROCEED WEST ON STATE ROUTE
 EE2208'100 (WISSAHICKON ST) FOR 0.10 MILES TO STATE ROUTE 101 TURNING
 EE2208'RIGHT.  CONTINUE NORTHWESTERLY ON STATE ROUTE 100 (CAVE SPRING
 EE2208'ST) FOR 4.6 MILES TO THE INTERSECTION OF COUNTY ROAD 42 ON THE
 EE2208'LEFT.  TURN LEFT AND PROCEED WEST ON COUNTY ROAD 42 FOR 1.70
 EE2208'MILES TO A WOODS ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH AND
 EE2208'THEN EAST AND NORTH FOR 0.40 MILES TO A LOOP ROAD AROUND AN
 EE2208'ABANDONED LOOK-OUT TOWER SITE.  THE STATION IS IN THE LOOP
 EE2208'FORMED BY THE ROAD NEAR THE EAST SIDE.
 EE2208'
 EE2208'THE STATION IS A STANDARD DISK STAMPED 115-210 AND SET IN A
 EE2208'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 EE2208'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 0.73
 EE2208'METERS BELOW THE STATION AND STAMPED 115-210.
 EE2208'
 EE2208'THE STATION IS 3.8 FEET EAST OF A WITNESS POST, 16.0 FEET WEST
 EE2208'OF THE CENTERLINE OF THE WOODS ROAD, AND 32.6 FEET NORTH OF AN
 EE2208'8-INCH PINE TREE.
 EE2208'
 EE2208'NO SUITABLE LOCATION COULD BE LOCATED FOR AN AZIMUTH MARK.  THE
 EE2208'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2480 ***********************************************************************
 DG2480  DESIGNATION -  BV 115 211
 DG2480  PID         -  DG2480
 DG2480  STATE/COUNTY-  GA/POLK
 DG2480  USGS QUAD   -  BENEDICT (1980)
 DG2480
 DG2480                         *CURRENT SURVEY CONTROL
 DG2480  ___________________________________________________________________
 DG2480* NAD 83(1994)-  33 59 13.26191(N)    085 17 38.12337(W)     ADJUSTED  
 DG2480* NAVD 88     -       270.508  (meters)     887.49   (feet)  ADJUSTED  
 DG2480  ___________________________________________________________________
 DG2480  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DG2480  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG2480  DYNAMIC HT  -         270.221 (meters)     886.55  (feet)  COMP
 DG2480  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DG2480
 DG2480  HORZ ORDER  -  FIRST
 DG2480  VERT ORDER  -  FIRST     CLASS II
 DG2480
 DG2480.The horizontal coordinates were established by classical geodetic methods
 DG2480.and adjusted by the National Geodetic Survey in September 1997..
 DG2480
 DG2480.The orthometric height was determined by differential leveling
 DG2480.and adjusted by the National Geodetic Survey in June 1991..
 DG2480
 DG2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2480
 DG2480.The geoid height was determined by GEOID03.
 DG2480
 DG2480.The dynamic height is computed by dividing the NAVD 88
 DG2480.geopotential number by the normal gravity value computed on the
 DG2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2480.degrees latitude (g = 980.6199 gals.).
 DG2480
 DG2480.The modeled gravity was interpolated from observed gravity values.
 DG2480
 DG2480;                    North         East     Units Scale Factor Converg.
 DG2480;SPC GA W     -   442,636.516   595,850.684   MT  1.00003367   -0 37 48.7
 DG2480;SPC GA W     - 1,452,216.64  1,954,886.79   sFT  1.00003367   -0 37 48.7
 DG2480;UTM  16      - 3,762,028.231   657,585.268   MT  0.99990613   +0 57 14.0
 DG2480
 DG2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2480!SPC GA W     -   0.99996206  x   1.00003367  =   0.99999573
 DG2480!UTM  16      -   0.99996206  x   0.99990613  =   0.99986820
 DG2480
 DG2480:                Primary Azimuth Mark                     Grid Az
 DG2480:SPC GA W     -  CEDARTOWN MECNER CHAPEL SPIRE            062 54 58.9
 DG2480:UTM  16      -  CEDARTOWN MECNER CHAPEL SPIRE            061 19 56.2
 DG2480
 DG2480|---------------------------------------------------------------------|
 DG2480| PID    Reference Object                     Distance      Geod. Az  |
 DG2480|                                                           dddmmss.s |
 DG2480| EE2176 CEDARTOWN MECNER CHAPEL SPIRE       APPROX. 5.3 KM 0621710.2 |
 DG2480| EE2173 CEDARTOWN HWY PATROL RAD MAST       APPROX. 7.3 KM 0691816.0 |
 DG2480| CY9715 BV 115 211 AZ MK                                   2114820.0 |
 DG2480|---------------------------------------------------------------------|
 DG2480
 DG2480                          SUPERSEDED SURVEY CONTROL
 DG2480
 DG2480  NAD 83(1994)-  33 59 13.26461(N)    085 17 38.12459(W) AD(       ) 1
 DG2480  NAD 83(1986)-  33 59 13.26590(N)    085 17 38.12203(W) AD(       ) 1
 DG2480  NAD 27      -  33 59 12.90249(N)    085 17 38.29261(W) AD(       ) 1
 DG2480
 DG2480.Superseded values are not recommended for survey control.
 DG2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2480.See file dsdata.txt to determine how the superseded data were derived.
 DG2480
 DG2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5758562028(NAD 83)
 DG2480_MARKER: DD = SURVEY DISK
 DG2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2480_SP_SET: CONCRETE POST
 DG2480_STAMPING: BV 115-211
 DG2480_MARK LOGO: GAHD  
 DG2480_PROJECTION: FLUSH
 DG2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2480+STABILITY: SURFACE MOTION
 DG2480
 DG2480  HISTORY     - Date     Condition        Report By
 DG2480  HISTORY     - 1973     MONUMENTED       GADT
 DG2480  HISTORY     - 1980     GOOD             NGS
 DG2480
 DG2480                          STATION DESCRIPTION
 DG2480
 DG2480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG2480'THE STATION IS LOCATED AIRLINE ABOUT 5.8 MILES EAST-SOUTHEAST OF
 DG2480'ETNA, 2.8 MILES SOUTHWEST OF CEDARTOWN, AND 2.6 MILES NORTHWEST
 DG2480'OF THE INTERSECTION OF U.S. 27 AND STATE ROUTE 100 SOUTH.
 DG2480'
 DG2480'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND
 DG2480'U.S. 278 IN CEDARTOWN, PROCEED SOUTHWESTERLY ON U.S. 278 FOR
 DG2480'3.40 MILES TO THE STATION ON THE RIGHT SIDE OF THE ROAD.
 DG2480'
 DG2480'THE STATION IS A STANDARD DISK STAMPED 115-211 AND IS SET IN A
 DG2480'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG2480'UNDERGROUND MARK WAS SET APPROXIMATELY 40 INCHES BELOW THE
 DG2480'STATION STAMPED 115-211.
 DG2480'
 DG2480'THE STATION IS LOCATED 6.0 FEET EAST OF A WITNESS POST, 60.6
 DG2480'FEET SOUTHEAST OF A 12 INCH PINE TREE, AND 57.0 FEET WEST OF THE
 DG2480'CENTERLINE OF U.S. 278.
 DG2480'
 DG2480'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 DG2480'ON U.S. 278 0.5 MILES TO THE MARK ON THE LEFT SIDE OF THE
 DG2480'ROAD.  THE MARK IS A STANDARD DISK STAMPED AZI SET IN A 10 INCH
 DG2480'CONCRETE POST.
 DG2480'
 DG2480'THE AZIMUTH MARK IS LOCATED 7.8 FEET WEST OF A UTILITY POLE,
 DG2480'44.7 FEET EAST OF THE CENTERLINE OF U.S. 278, AND 54.0 FEET
 DG2480'NORTH OF A FENCE CORNER.
 DG2480
 DG2480                          STATION RECOVERY (1980)
 DG2480
 DG2480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG2480'4.9 KM (3.05 MI) WSW FROM CEDARTOWN.
 DG2480'4.9 KILOMETERS (3.05 MILES) WEST-SOUTHWEST ALONG U.S. HIGHWAY 278 FROM
 DG2480'THE POST OFFICE IN CEDARTOWN, TO THE MARK ON THE RIGHT ON TOP A HIGH
 DG2480'BANK DIRECTLY ACROSS THE HIGHWAY FROM A STORAGE TANK FOR THE BLOSSMAN
 DG2480'GAS COMPANY, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE ENTRANCE ROAD
 DG2480'TO THE POLK WORK ACTIVES SCHOOL CENTER, 32.91 METERS (118.0 FEET)
 DG2480'WEST-SOUTHWEST OF A PICTORIA ROAD SIGN FOR THE SCHOOL CROSSING AND
 DG2480'45 MILE PER HOUR SIGN, 24.0 METER (78.7 FEET) SOUTHWEST OF POWER POLE
 DG2480'NUMBER 25 WITH 2 TRANSFORMERS AND A POWER LINE CROSSING THE HIGHWAY
 DG2480'TO THE STORAGE TANK, AND 17.06 METERS (56.0 FEET) NORTHWEST OF THE
 DG2480'CENTER LINE OF THE HIGHWAY.
 DG2480'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 DG2480'THE MARK IS 4.57 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3375 ***********************************************************************
 DG3375  DESIGNATION -  BV 115 212 GAHD 1973
 DG3375  PID         -  DG3375
 DG3375  STATE/COUNTY-  GA/POLK
 DG3375  USGS QUAD   -  FELTON (1981)
 DG3375
 DG3375                         *CURRENT SURVEY CONTROL
 DG3375  ___________________________________________________________________
 DG3375* NAD 83(1994)-  33 59 38.65229(N)    085 08 46.11089(W)     ADJUSTED  
 DG3375* NAVD 88     -       281.     (meters)     922.     (feet)  VERTCON   
 DG3375  ___________________________________________________________________
 DG3375  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DG3375  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3375
 DG3375  HORZ ORDER  -  SECOND
 DG3375
 DG3375.The horizontal coordinates were established by classical geodetic methods
 DG3375.and adjusted by the National Geodetic Survey in September 1997..
 DG3375
 DG3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3375
 DG3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3375
 DG3375.The geoid height was determined by GEOID03.
 DG3375
 DG3375;                    North         East     Units Scale Factor Converg.
 DG3375;SPC GA W     -   443,278.459   609,512.485   MT  1.00000090   -0 32 51.6
 DG3375;SPC GA W     - 1,454,322.74  1,999,708.88   sFT  1.00000090   -0 32 51.6
 DG3375;UTM  16      - 3,763,047.552   671,222.960   MT  0.99996141   +1 02 12.3
 DG3375
 DG3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3375!SPC GA W     -   0.99996042  x   1.00000090  =   0.99996132
 DG3375!UTM  16      -   0.99996042  x   0.99996141  =   0.99992183
 DG3375
 DG3375:                Primary Azimuth Mark                     Grid Az
 DG3375:SPC GA W     -  WIMBERLY                                 002 23 16.8
 DG3375:UTM  16      -  WIMBERLY                                 000 48 12.9
 DG3375
 DG3375|---------------------------------------------------------------------|
 DG3375| PID    Reference Object                     Distance      Geod. Az  |
 DG3375|                                                           dddmmss.s |
 DG3375| EE2177 WIMBERLY                            APPROX. 3.5 KM 0015025.2 |
 DG3375|---------------------------------------------------------------------|
 DG3375
 DG3375                          SUPERSEDED SURVEY CONTROL
 DG3375
 DG3375  NAD 83(1994)-  33 59 38.65546(N)    085 08 46.11216(W) AD(       ) 2
 DG3375  NAD 83(1986)-  33 59 38.65688(N)    085 08 46.11008(W) AD(       ) 2
 DG3375  NAD 27      -  33 59 38.29229(N)    085 08 46.29577(W) AD(       ) 2
 DG3375  NGVD 29 (07/19/86)  281.     (m)          922.     (f) VERT ANG       
 DG3375
 DG3375.Superseded values are not recommended for survey control.
 DG3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3375.See file dsdata.txt to determine how the superseded data were derived.
 DG3375
 DG3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7122363048(NAD 83)
 DG3375_MARKER: DD = SURVEY DISK
 DG3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3375+STABILITY: SURFACE MOTION
 DG3375
 DG3375  HISTORY     - Date     Condition        Report By
 DG3375  HISTORY     - 1973     MONUMENTED       GADT
 DG3375
 DG3375                          STATION DESCRIPTION
 DG3375
 DG3375'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3375'THE STATION IS LOCATED AIRLINE ABOUT 6.5 MILES EAST-SOUTHEAST OF
 DG3375'CEDARTOWN, 5.4 MILES WEST OF ROCKMART, AND 6.0 MILES SOUTHWEST
 DG3375'OF ARAGON.
 DG3375'
 DG3375'TO REACH THE STATION FROM THE JUNCTION OF U.S. 27 AND U.S. 278
 DG3375'IN CEDARTOWN, GO EAST ON U.S. 278 FOR 6.2 MILES TO COUNTY ROAD
 DG3375'184 ON THE LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 184 FOR
 DG3375'1.1 MILES TO A CEMETERY ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 DG3375'THE DIRT DRIVE THAT CIRCLES THE CEMETERY FOR 0.1 MILE TO THE TOP
 DG3375'OF A HILL AND THE STATION.
 DG3375'
 DG3375'THE STATION IS A STANDARD DISK STAMPED 115-212, SET IN A 10
 DG3375'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  THE
 DG3375'UNDERGROUND MARK IS A STANDARD DISK STAMPED 115-212, SET IN AN
 DG3375'IRREGULAR MASS OF CONCRETE 0.83 METER BELOW THE STATION.  THE
 DG3375'STATION IS 72.0 FEET SOUTHWEST OF A 12 INCH OAK TREE, 3.3 FEET
 DG3375'EAST OF A PASTURE FENCE, 72.0 FEET WEST OF AN 18 INCH PINE TREE,
 DG3375'AND 81.7 FEET NORTHWEST OF AN 8 INCH PINE TREE.
 DG3375'
 DG3375'THE AZIMUTH MARK WAS DESTROYED BY VANDALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3376 ***********************************************************************
 DG3376  DESIGNATION -  BV 115 213
 DG3376  PID         -  DG3376
 DG3376  STATE/COUNTY-  GA/POLK
 DG3376  USGS QUAD   -  FELTON (1981)
 DG3376
 DG3376                         *CURRENT SURVEY CONTROL
 DG3376  ___________________________________________________________________
 DG3376* NAD 83(1994)-  33 56 46.44125(N)    085 11 29.99085(W)     ADJUSTED  
 DG3376* NAVD 88     -       290.3    (meters)     952.     (feet)  VERTCON   
 DG3376  ___________________________________________________________________
 DG3376  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DG3376  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG3376
 DG3376  HORZ ORDER  -  FIRST
 DG3376
 DG3376.The horizontal coordinates were established by classical geodetic methods
 DG3376.and adjusted by the National Geodetic Survey in September 1997..
 DG3376
 DG3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3376
 DG3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3376
 DG3376.The geoid height was determined by GEOID03.
 DG3376
 DG3376;                    North         East     Units Scale Factor Converg.
 DG3376;SPC GA W     -   438,013.702   605,253.767   MT  1.00001063   -0 34 20.7
 DG3376;SPC GA W     - 1,437,049.95  1,985,736.73   sFT  1.00001063   -0 34 20.7
 DG3376;UTM  16      - 3,757,667.411   667,111.566   MT  0.99994427   +1 00 36.1
 DG3376
 DG3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3376!SPC GA W     -   0.99995897  x   1.00001063  =   0.99996960
 DG3376!UTM  16      -   0.99995897  x   0.99994427  =   0.99990324
 DG3376
 DG3376:                Primary Azimuth Mark                     Grid Az
 DG3376:SPC GA W     -  BV 115 213 AZ MK                         166 08 23.2
 DG3376:UTM  16      -  BV 115 213 AZ MK                         164 33 26.4
 DG3376
 DG3376|---------------------------------------------------------------------|
 DG3376| PID    Reference Object                     Distance      Geod. Az  |
 DG3376|                                                           dddmmss.s |
 DG3376| CY9716 BV 115 213 AZ MK                                   1653402.5 |
 DG3376|---------------------------------------------------------------------|
 DG3376
 DG3376                          SUPERSEDED SURVEY CONTROL
 DG3376
 DG3376  NAD 83(1994)-  33 56 46.44402(N)    085 11 29.99204(W) AD(       ) 1
 DG3376  NAD 83(1986)-  33 56 46.44566(N)    085 11 29.98953(W) AD(       ) 1
 DG3376  NAD 27      -  33 56 46.07818(N)    085 11 30.17015(W) AD(       ) 1
 DG3376  NGVD 29 (07/19/86)  290.2    (m)          952.     (f) VERT ANG       
 DG3376
 DG3376.Superseded values are not recommended for survey control.
 DG3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3376.See file dsdata.txt to determine how the superseded data were derived.
 DG3376
 DG3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6711257667(NAD 83)
 DG3376_MARKER: DD = SURVEY DISK
 DG3376_SETTING: 0 = UNSPECIFIED SETTING
 DG3376
 DG3376  HISTORY     - Date     Condition        Report By
 DG3376  HISTORY     - 1973     MONUMENTED       GADT
 DG3376
 DG3376                          STATION DESCRIPTION
 DG3376
 DG3376'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3376'THE STATION IS 5.7 MILES SOUTHEAST OF CEDARTOWN AND 9.5 MILES
 DG3376'SOUTHWEST OF ROCKMART.
 DG3376'
 DG3376'TO REACH FROM THE POLICE STATION IN CEDARTOWN GO SOUTH ON
 DG3376'U.S. 27 3.65 MILES TO THE INTERSECTION OF U.S. 27 AND STATE
 DG3376'ROUTE 100 ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON U.S. 27 2.05
 DG3376'MILES TO COUNTY ROAD 92297 ON THE LEFT.  TURN LEFT ON 92297 AND
 DG3376'GO EAST 1.75 MILES TO A T INTERSECTION.  TURN RIGHT AND GO SOUTH
 DG3376'THEN EAST 2.1 MILES TO A GRADED CROSSROADS.  TURN RIGHT AND GO
 DG3376'SOUTH ON GRADED ROAD 0.6 MILES TO A FIELD ROAD RIGHT AT
 DG3376'CEMETERY.  TURN RIGHT ON FIELD ROAD, PASS THROUGH GATE, AND GO
 DG3376'WEST ON FIELD ROAD 0.05 MILES TO THE STATION ON THE LEFT.
 DG3376'
 DG3376'STATION IS 17.0 FEET SOUTH OF CENTERLINE OF FIELD ROAD, 480.5
 DG3376'FEET SOUTH OF CROSS BRACE IN FENCE, 455.6 FEET WEST OF NORTH
 DG3376'GATE POST, AND 4.5 FEET EAST OF WITNESS POST.
 DG3376'
 DG3376'STATION IS STANDARD DISK IN CONCRETE POST, ABOUT TWO INCHES
 DG3376'BELOW GROUND SURFACE.  AN UNDERGROUND MARK WAS SET APPROXIMATELY
 DG3376'40 INCHES BELOW THE GROUND SURFACE STAMPED 115-213.  THE
 DG3376'UNDERGROUND MARK IS A STANDARD DISK.
 DG3376'
 DG3376'TO REACH AZIMUTH MARK, CONTINUE SOUTH PAST FIELD ROAD ON GRADED
 DG3376'ROAD 0.4 MILES TO MARK ON THE RIGHT, BETWEEN THE ROAD AND
 DG3376'FENCE.  THE MARK IS 14.5 FEET WEST OF CENTERLINE OF ROAD, 3.0
 DG3376'FEET EAST OF THE FENCE, 42.6 FEET NORTHWEST OF 24 IN TRIANGLE
 DG3376'BLAZED OAK, 30.4 FEET WEST OF 24 IN TRIANGLE BLAZED OAK, SET
 DG3376'FLUSH WITH GROUND.  IT IS A STANDARD DISK SET IN A 10 INCH
 DG3376'CYLINDRICAL CONCRETE POST STAMPED AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3465 ***********************************************************************
 DG3465  DESIGNATION -  BV 115 214
 DG3465  PID         -  DG3465
 DG3465  STATE/COUNTY-  GA/POLK
 DG3465  USGS QUAD   -  BENEDICT (1980)
 DG3465
 DG3465                         *CURRENT SURVEY CONTROL
 DG3465  ___________________________________________________________________
 DG3465* NAD 83(1994)-  33 57 29.05876(N)    085 20 43.45763(W)     ADJUSTED  
 DG3465* NAVD 88     -       274.2    (meters)     900.     (feet)  VERTCON   
 DG3465  ___________________________________________________________________
 DG3465  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DG3465  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG3465
 DG3465  HORZ ORDER  -  SECOND
 DG3465
 DG3465.The horizontal coordinates were established by classical geodetic methods
 DG3465.and adjusted by the National Geodetic Survey in September 1997..
 DG3465
 DG3465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3465
 DG3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3465
 DG3465.The geoid height was determined by GEOID03.
 DG3465
 DG3465;                    North         East     Units Scale Factor Converg.
 DG3465;SPC GA W     -   439,479.427   591,057.028   MT  1.00004626   -0 39 30.6
 DG3465;SPC GA W     - 1,441,858.75  1,939,159.60   sFT  1.00004626   -0 39 30.6
 DG3465;UTM  16      - 3,758,740.351   652,881.358   MT  0.99988813   +0 55 27.9
 DG3465
 DG3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3465!SPC GA W     -   0.99996148  x   1.00004626  =   1.00000774
 DG3465!UTM  16      -   0.99996148  x   0.99988813  =   0.99984961
 DG3465
 DG3465:                Primary Azimuth Mark                     Grid Az
 DG3465:SPC GA W     -  BV 115 214 AZ MK                         204 50 47.3
 DG3465:UTM  16      -  BV 115 214 AZ MK                         203 15 48.8
 DG3465
 DG3465|---------------------------------------------------------------------|
 DG3465| PID    Reference Object                     Distance      Geod. Az  |
 DG3465|                                                           dddmmss.s |
 DG3465| CY9717 BV 115 214 AZ MK                                   2041116.7 |
 DG3465|---------------------------------------------------------------------|
 DG3465
 DG3465                          SUPERSEDED SURVEY CONTROL
 DG3465
 DG3465  NAD 83(1994)-  33 57 29.06077(N)    085 20 43.45912(W) AD(       ) 2
 DG3465  NAD 83(1986)-  33 57 29.06293(N)    085 20 43.45523(W) AD(       ) 2
 DG3465  NAD 27      -  33 57 28.69884(N)    085 20 43.62335(W) AD(       ) 2
 DG3465  NGVD 29 (07/19/86)  274.1    (m)          899.     (f) VERT ANG       
 DG3465
 DG3465.Superseded values are not recommended for survey control.
 DG3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3465.See file dsdata.txt to determine how the superseded data were derived.
 DG3465
 DG3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5288158740(NAD 83)
 DG3465_MARKER: DD = SURVEY DISK
 DG3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3465
 DG3465  HISTORY     - Date     Condition        Report By
 DG3465  HISTORY     - 1973     MONUMENTED       GADT
 DG3465
 DG3465                          STATION DESCRIPTION
 DG3465
 DG3465'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3465'THE STATION IS LOCATED AIRLINE ABOUT 4.2 MILES SOUTHEAST OF
 DG3465'ETNA, 6.5 MILES SOUTHWEST OF CEDARTOWN, AND 4.9 MILES
 DG3465'EAST-NORTHEAST OF THE INTERSECTION OF U.S. 27 AND STATE ROUTE
 DG3465'100 SOUTH ON THE PROPERTY OF MRS. C.L. CULP.
 DG3465'
 DG3465'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 278 IN
 DG3465'CEDARTOWN, PROCEED WEST ON U.S. 278 FOR 7.15 MILES TO A DRIVE
 DG3465'WAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVE WAY FOR
 DG3465'0.1 MILE TO THE STATION LOCATED WEST OF THE BARN.
 DG3465'
 DG3465'THE STATION IS A STANDARD DISK STAMPED 115-214 AND SET IN A
 DG3465'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3465'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 0.93
 DG3465'METERS BELOW THE GROUND.  THE UNDERGROUND MARK WAS ALSO STAMPED
 DG3465'115-214.
 DG3465'
 DG3465'THE STATION IS 6.0 FEET SOUTHWEST OF A WITNESS POST, 110.0 FEET
 DG3465'EAST OF A 30 INCH OAK TREE, AND 112.1 FEET NORTHWEST OF THE
 DG3465'NORTHWEST CORNER OF THE HOUSE.
 DG3465'
 DG3465'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 DG3465'U.S. 278 FOR 0.40 MILES TO COUNTY ROAD 72 ON THE LEFT.  TURN
 DG3465'LEFT AND GO SOUTH ON COUNTY ROAD 72 FOR 0.6 MILE TO THE MARK ON
 DG3465'THE RIGHT.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET IN A
 DG3465'10 INCH CONCRETE POST.  THE MARK IS 42.0 FEET EAST OF A FENCE,
 DG3465'AND 18.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3464 ***********************************************************************
 DG3464  DESIGNATION -  BV 115 215
 DG3464  PID         -  DG3464
 DG3464  STATE/COUNTY-  GA/POLK
 DG3464  USGS QUAD   -  BENEDICT (1980)
 DG3464
 DG3464                         *CURRENT SURVEY CONTROL
 DG3464  ___________________________________________________________________
 DG3464* NAD 83(1994)-  33 56 10.25944(N)    085 18 34.44015(W)     ADJUSTED  
 DG3464* NAVD 88     -       278.3    (meters)     913.     (feet)  VERTCON   
 DG3464  ___________________________________________________________________
 DG3464  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DG3464  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG3464
 DG3464  HORZ ORDER  -  FIRST
 DG3464
 DG3464.The horizontal coordinates were established by classical geodetic methods
 DG3464.and adjusted by the National Geodetic Survey in September 1997..
 DG3464
 DG3464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3464
 DG3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3464
 DG3464.The geoid height was determined by GEOID03.
 DG3464
 DG3464;                    North         East     Units Scale Factor Converg.
 DG3464;SPC GA W     -   437,014.068   594,342.436   MT  1.00003758   -0 38 17.2
 DG3464;SPC GA W     - 1,433,770.32  1,949,938.48   sFT  1.00003758   -0 38 17.2
 DG3464;UTM  16      - 3,756,367.010   656,233.100   MT  0.99990090   +0 56 38.1
 DG3464
 DG3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3464!SPC GA W     -   0.99996084  x   1.00003758  =   0.99999842
 DG3464!UTM  16      -   0.99996084  x   0.99990090  =   0.99986174
 DG3464
 DG3464:                Primary Azimuth Mark                     Grid Az
 DG3464:SPC GA W     -  BV 115 215 AZ MK                         178 46 21.9
 DG3464:UTM  16      -  BV 115 215 AZ MK                         177 11 26.6
 DG3464
 DG3464|---------------------------------------------------------------------|
 DG3464| PID    Reference Object                     Distance      Geod. Az  |
 DG3464|                                                           dddmmss.s |
 DG3464| CY9718 BV 115 215 AZ MK                                   1780804.7 |
 DG3464|---------------------------------------------------------------------|
 DG3464
 DG3464                          SUPERSEDED SURVEY CONTROL
 DG3464
 DG3464  NAD 83(1994)-  33 56 10.26156(N)    085 18 34.44163(W) AD(       ) 1
 DG3464  NAD 83(1986)-  33 56 10.26359(N)    085 18 34.43807(W) AD(       ) 1
 DG3464  NAD 27      -  33 56 09.89840(N)    085 18 34.60788(W) AD(       ) 1
 DG3464  NGVD 29 (07/19/86)  278.2    (m)          913.     (f) VERT ANG       
 DG3464
 DG3464.Superseded values are not recommended for survey control.
 DG3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3464.See file dsdata.txt to determine how the superseded data were derived.
 DG3464
 DG3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5623356367(NAD 83)
 DG3464_MARKER: DD = SURVEY DISK
 DG3464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3464_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3464
 DG3464  HISTORY     - Date     Condition        Report By
 DG3464  HISTORY     - 1973     MONUMENTED       GADT
 DG3464
 DG3464                          STATION DESCRIPTION
 DG3464
 DG3464'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3464'THE STATION IS LOCATED AIRLINE ABOUT 6.2 MILES SOUTHWEST OF
 DG3464'CEDARTOWN, 7.2 MILES SOUTHEAST OF ETNA, AND 15.4 MILES
 DG3464'WEST-SOUTHWEST OF ROCKMART.
 DG3464'
 DG3464'TO REACH FROM THE INTERSECTION OF U.S. 27 AND U.S. 278 IN
 DG3464'CEDARTOWN, GO SOUTH ON U.S. 27 FOR 0.4 MILE TO COUNTY ROAD S1032
 DG3464'(CANAL STREET) ON THE RIGHT.  TURN RIGHT AND GO WEST THEN
 DG3464'SOUTHWEST ON COUNTY ROAD S1032 FOR 6.5 MILES TO THE STATION ON
 DG3464'THE LEFT SIDE OF THE ROAD.
 DG3464'
 DG3464'THE STATION IS A STANDARD DISK STAMPED 115-215 AND SET IN A
 DG3464'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3464'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 0.91
 DG3464'METERS BELOW THE STATION AND STAMPED 115-215.
 DG3464'
 DG3464'THE STATION IS 21.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 DG3464'S1032, 6.0 FEET WEST OF A FOUR STRAND BARBED WIRE FENCE, AND
 DG3464'189.4 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES OF A
 DG3464'DRIVEWAY AND COUNTY ROAD S1032.
 DG3464'
 DG3464'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 DG3464'ROAD S1032 FOR 0.2 MILE TO THE MARK ON THE RIGHT SIDE OF THE
 DG3464'ROAD.  THE MARK IS A STANDARD DISK SET IN A 10-INCH CONCRETE
 DG3464'POST AND STAMPED AZI.  THE MARK IS 7.0 FEET EAST OF A FENCE,
 DG3464'13.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD S1032, AND 24.0
 DG3464'FEET NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF COUNTY
 DG3464'ROAD S1032 AND A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3463 ***********************************************************************
 DG3463  DESIGNATION -  BV 115 216
 DG3463  PID         -  DG3463
 DG3463  STATE/COUNTY-  GA/POLK
 DG3463  USGS QUAD   -  BENEDICT (1980)
 DG3463
 DG3463                         *CURRENT SURVEY CONTROL
 DG3463  ___________________________________________________________________
 DG3463* NAD 83(1994)-  33 57 02.02764(N)    085 16 09.05210(W)     ADJUSTED  
 DG3463* NAVD 88     -       298.5    (meters)     979.     (feet)  VERTCON   
 DG3463  ___________________________________________________________________
 DG3463  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG3463  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3463
 DG3463  HORZ ORDER  -  FIRST
 DG3463
 DG3463.The horizontal coordinates were established by classical geodetic methods
 DG3463.and adjusted by the National Geodetic Survey in September 1997..
 DG3463
 DG3463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3463
 DG3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3463
 DG3463.The geoid height was determined by GEOID03.
 DG3463
 DG3463;                    North         East     Units Scale Factor Converg.
 DG3463;SPC GA W     -   438,568.227   598,093.274   MT  1.00002798   -0 36 56.8
 DG3463;SPC GA W     - 1,438,869.26  1,962,244.35   sFT  1.00002798   -0 36 56.8
 DG3463;UTM  16      - 3,758,023.942   659,939.132   MT  0.99991535   +0 58 00.6
 DG3463
 DG3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3463!SPC GA W     -   0.99995767  x   1.00002798  =   0.99998565
 DG3463!UTM  16      -   0.99995767  x   0.99991535  =   0.99987303
 DG3463
 DG3463:                Primary Azimuth Mark                     Grid Az
 DG3463:SPC GA W     -  BV 115 216 AZ MK                         162 12 34.8
 DG3463:UTM  16      -  BV 115 216 AZ MK                         160 37 37.4
 DG3463
 DG3463|---------------------------------------------------------------------|
 DG3463| PID    Reference Object                     Distance      Geod. Az  |
 DG3463|                                                           dddmmss.s |
 DG3463| CY9719 BV 115 216 AZ MK                                   1613538.0 |
 DG3463|---------------------------------------------------------------------|
 DG3463
 DG3463                          SUPERSEDED SURVEY CONTROL
 DG3463
 DG3463  NAD 83(1994)-  33 57 02.02968(N)    085 16 09.05354(W) AD(       ) 1
 DG3463  NAD 83(1986)-  33 57 02.03231(N)    085 16 09.05000(W) AD(       ) 1
 DG3463  NAD 27      -  33 57 01.66635(N)    085 16 09.22471(W) AD(       ) 1
 DG3463  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 DG3463
 DG3463.Superseded values are not recommended for survey control.
 DG3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3463.See file dsdata.txt to determine how the superseded data were derived.
 DG3463
 DG3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5993958024(NAD 83)
 DG3463_MARKER: DD = SURVEY DISK
 DG3463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3463
 DG3463  HISTORY     - Date     Condition        Report By
 DG3463  HISTORY     - 1973     MONUMENTED       GADT
 DG3463
 DG3463                          STATION DESCRIPTION
 DG3463
 DG3463'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3463'THE STATION IS LOCATED AIRLINE ABOUT 4.3 MILES SOUTH-SOUTHEAST
 DG3463'OF CEDARTOWN, AND 8.4 MILES SOUTHEAST OF ETNA.
 DG3463'
 DG3463'TO REACH FROM CEDARTOWN, GO SOUTH ON U.S. 27 FOR 3.8 MILES TO
 DG3463'THE INTERSECTION OF U.S. 27, STATE ROUTE 1 AND STATE ROUTE
 DG3463'100.  CONTINUE SOUTH ON STATE ROUTE 100 FOR 1.0 MILE TO SEWELL
 DG3463'CREEK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON SEWELL CREEK
 DG3463'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT SIDE OF THE ROAD
 DG3463'ON THE POWERLINE.  THE STATION IS APPROXIMATELY 150 YARDS OFF
 DG3463'THE ROAD.
 DG3463'
 DG3463'THE STATION IS A STANDARD DISK STAMPED 115-216 AND SET IN A
 DG3463'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3463'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 0.75
 DG3463'METERS BELOW THE GROUND.  THE UNDERGROUND MARK WAS ALSO STAMPED
 DG3463'115-216.
 DG3463'
 DG3463'THE STATION IS 46.0 FEET EAST OF A POWER POLE, 25.0 FEET
 DG3463'NORTHWEST OF A 6 INCH OAK TREE, AND 5.9 FEET WEST OF A WITNESS POST.
 DG3463'
 DG3463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SEWELL
 DG3463'CREEK ROAD FOR 0.1 MILE TO STATE ROUTE 100.  TURN LEFT AND GO SOUTH
 DG3463'ON STATE ROUTE 100 FOR 0.2 MILE TO THE MARK ON THE RIGHT SIDE OF
 DG3463'STATE ROUTE 100.  THE MARK IS A STANDARD DISK STAMPED AZI AND SET
 DG3463'IN A 10 INCH CONCRETE POST.  THE MARK IS 15.0 FEET NORTH OF A 6
 DG3463'INCH CEDAR TREE, 31.5 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 DG3463'100, AND 24.0 FEET SOUTH OF THE CENTERLINE OF A DRIVE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3374 ***********************************************************************
 DG3374  DESIGNATION -  BV 115 217
 DG3374  PID         -  DG3374
 DG3374  STATE/COUNTY-  GA/POLK
 DG3374  USGS QUAD   -  FELTON (1981)
 DG3374
 DG3374                         *CURRENT SURVEY CONTROL
 DG3374  ___________________________________________________________________
 DG3374* NAD 83(1994)-  33 57 19.51515(N)    085 13 40.83072(W)     ADJUSTED  
 DG3374* NAVD 88     -       294.2    (meters)     965.     (feet)  VERTCON   
 DG3374  ___________________________________________________________________
 DG3374  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DG3374  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3374
 DG3374  HORZ ORDER  -  FIRST
 DG3374
 DG3374.The horizontal coordinates were established by classical geodetic methods
 DG3374.and adjusted by the National Geodetic Survey in September 1997..
 DG3374
 DG3374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3374
 DG3374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3374
 DG3374.The geoid height was determined by GEOID03.
 DG3374
 DG3374;                    North         East     Units Scale Factor Converg.
 DG3374;SPC GA W     -   439,066.885   601,904.651   MT  1.00001859   -0 35 34.3
 DG3374;SPC GA W     - 1,440,505.27  1,974,748.84   sFT  1.00001859   -0 35 34.3
 DG3374;UTM  16      - 3,758,627.620   663,734.900   MT  0.99993049   +0 59 23.9
 DG3374
 DG3374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3374!SPC GA W     -   0.99995835  x   1.00001859  =   0.99997694
 DG3374!UTM  16      -   0.99995835  x   0.99993049  =   0.99988884
 DG3374
 DG3374:                Primary Azimuth Mark                     Grid Az
 DG3374:SPC GA W     -  BV 115 217 AZ MK                         137 38 49.6
 DG3374:UTM  16      -  BV 115 217 AZ MK                         136 03 51.4
 DG3374
 DG3374|---------------------------------------------------------------------|
 DG3374| PID    Reference Object                     Distance      Geod. Az  |
 DG3374|                                                           dddmmss.s |
 DG3374| CY9720 BV 115 217 AZ MK                                   1370315.3 |
 DG3374|---------------------------------------------------------------------|
 DG3374
 DG3374                          SUPERSEDED SURVEY CONTROL
 DG3374
 DG3374  NAD 83(1994)-  33 57 19.51786(N)    085 13 40.83196(W) AD(       ) 1
 DG3374  NAD 83(1986)-  33 57 19.51934(N)    085 13 40.82943(W) AD(       ) 1
 DG3374  NAD 27      -  33 57 19.15347(N)    085 13 41.00623(W) AD(       ) 1
 DG3374  NGVD 29 (07/19/86)  294.1    (m)          965.     (f) VERT ANG       
 DG3374
 DG3374.Superseded values are not recommended for survey control.
 DG3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3374.See file dsdata.txt to determine how the superseded data were derived.
 DG3374
 DG3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6373558628(NAD 83)
 DG3374_MARKER: DD = SURVEY DISK
 DG3374_SETTING: 0 = UNSPECIFIED SETTING
 DG3374
 DG3374  HISTORY     - Date     Condition        Report By
 DG3374  HISTORY     - 1973     MONUMENTED       GADT
 DG3374
 DG3374                          STATION DESCRIPTION
 DG3374
 DG3374'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3374'THE STATION IS LOCATED 4.0 MILES SOUTHEAST OF CEDARTOWN, 11.0
 DG3374'MILES SOUTHWEST OF ROCKMART, 10.0 MILES NORTH OF BUCHANAN.
 DG3374'
 DG3374'TO REACH FROM THE POLICE STATION IN CEDARTOWN, GO SOUTH ON U.S. 27
 DG3374'3.65 MILES TO THE INTERSECTION OF U.S. 27 AND STATE ROUTE
 DG3374'100 ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON U.S. 27 2.05 MILES
 DG3374'TO COUNTY ROAD 92207 ON THE LEFT.  TURN LEFT AND GO EAST ON COUNTY
 DG3374'ROAD 92297 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DG3374'AHEAD ON COUNTY ROAD 92297 0.15 MILES TO A T INTERSECTION.  TURN
 DG3374'LEFT AND GO NORTH 0.3 MILES TO A FARM ROAD ON THE LEFT.  TURN
 DG3374'LEFT INTO THE FARM ROAD, PASS THROUGH A GATE AND GO SOUTHWEST
 DG3374'0.3 MILES TO A POINT ABOUT THIRTY YARDS SHORT OF THE END OF THE
 DG3374'PAVEMENT.  FROM HERE TURN RIGHT INTO A FIELD, PICK UP DIRT
 DG3374'FIELD ROAD, AND GO WEST THEN NORTH ON THE FIELD ROAD 0.4 MILES
 DG3374'TO THE TOP OF THE HILL.  AT THE TOP OF THE HILL TURN RIGHT
 DG3374'INTO AN OPEN FIELD AND GO NORTH 0.15 MILES TO A FENCE AND THE
 DG3374'STATION SITE.
 DG3374'
 DG3374'THE STATION IS A STANDARD DISK IN CONCRETE POST SET TWO INCHES
 DG3374'BELOW THE GROUND LEVEL.  A SUBSURFACE MARK WAS SET IN AN IRREGULAR
 DG3374'MASS OF CONCRETE 0.85 METERS BELOW THE STATION.
 DG3374'
 DG3374'THE STATION IS LOCATED 6.0 FEET SOUTHWEST OF A WITNESS POST SIGN
 DG3374'ON A FENCE POST.  5.2 FEET SOUTH OF A FENCE.  82.2 FEET WEST OF
 DG3374'A 10 INCH HICKORY TREE.  20.4 FEET EAST-SOUTHEAST OF A 6 INCH
 DG3374'OAK TREE.
 DG3374'
 DG3374'THE AZIMUTH MARK IS LOCATED 16.0 FEET NORTHWEST OF THE CENTERLINE
 DG3374'OF A ROAD.  122.2 FEET SOUTHWEST OF A POWER POLE.  14.6 FEET EAST
 DG3374'OF A RAILROAD CROSS TIE FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3373 ***********************************************************************
 DG3373  DESIGNATION -  BV 115 218 GAHD 1973
 DG3373  PID         -  DG3373
 DG3373  STATE/COUNTY-  GA/POLK
 DG3373  USGS QUAD   -  FELTON (1981)
 DG3373
 DG3373                         *CURRENT SURVEY CONTROL
 DG3373  ___________________________________________________________________
 DG3373* NAD 83(1994)-  33 59 28.34984(N)    085 11 54.46945(W)     ADJUSTED  
 DG3373* NAVD 88     -       336.9    (meters)    1105.     (feet)  VERTCON   
 DG3373  ___________________________________________________________________
 DG3373  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DG3373  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DG3373
 DG3373  HORZ ORDER  -  FIRST
 DG3373
 DG3373.The horizontal coordinates were established by classical geodetic methods
 DG3373.and adjusted by the National Geodetic Survey in September 1997..
 DG3373
 DG3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3373
 DG3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3373
 DG3373.The geoid height was determined by GEOID03.
 DG3373
 DG3373;                    North         East     Units Scale Factor Converg.
 DG3373;SPC GA W     -   443,008.475   604,675.415   MT  1.00001198   -0 34 36.8
 DG3373;SPC GA W     - 1,453,436.97  1,983,839.26   sFT  1.00001198   -0 34 36.8
 DG3373;UTM  16      - 3,762,643.956   666,395.470   MT  0.99994132   +1 00 26.7
 DG3373
 DG3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3373!SPC GA W     -   0.99995165  x   1.00001198  =   0.99996363
 DG3373!UTM  16      -   0.99995165  x   0.99994132  =   0.99989298
 DG3373
 DG3373:                Primary Azimuth Mark                     Grid Az
 DG3373:SPC GA W     -  CEDARTOWN MECNER CHAPEL SPIRE            296 12 24.6
 DG3373:UTM  16      -  CEDARTOWN MECNER CHAPEL SPIRE            294 37 21.1
 DG3373
 DG3373|---------------------------------------------------------------------|
 DG3373| PID    Reference Object                     Distance      Geod. Az  |
 DG3373|                                                           dddmmss.s |
 DG3373| EE2176 CEDARTOWN MECNER CHAPEL SPIRE       APPROX. 4.6 KM 2953747.8 |
 DG3373| EE2173 CEDARTOWN HWY PATROL RAD MAST       APPROX. 2.9 KM 3172751.1 |
 DG3373|---------------------------------------------------------------------|
 DG3373
 DG3373                          SUPERSEDED SURVEY CONTROL
 DG3373
 DG3373  NAD 83(1994)-  33 59 28.35275(N)    085 11 54.47070(W) AD(       ) 1
 DG3373  NAD 83(1986)-  33 59 28.35431(N)    085 11 54.46836(W) AD(       ) 1
 DG3373  NAD 27      -  33 59 27.98970(N)    085 11 54.64787(W) AD(       ) 1
 DG3373  NGVD 29 (07/19/86)  336.8    (m)         1105.     (f) VERT ANG       
 DG3373
 DG3373.Superseded values are not recommended for survey control.
 DG3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3373.See file dsdata.txt to determine how the superseded data were derived.
 DG3373
 DG3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6639562644(NAD 83)
 DG3373_MARKER: DD = SURVEY DISK
 DG3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3373+STABILITY: SURFACE MOTION
 DG3373
 DG3373  HISTORY     - Date     Condition        Report By
 DG3373  HISTORY     - 1973     MONUMENTED       GADT
 DG3373
 DG3373                          STATION DESCRIPTION
 DG3373
 DG3373'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3373'THE STATION IS LOCATED AIRLINE ABOUT 3.8 MILES SOUTHEAST OF
 DG3373'CEDARTOWN, AND 9.0 MILES WEST OF ROCKMART.
 DG3373'
 DG3373'TO REACH FROM CEDARTOWN, GO EAST ON U.S. 278 FOR 5.4 MILES TO
 DG3373'COUNTY ROAD 92298 ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY
 DG3373'ROAD 92298 FOR 2.15 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT
 DG3373'AND GO WEST ON THE DIRT ROAD FOR 1.8 MILES TO A WOODS ROAD ON THE
 DG3373'LEFT.  TURN LEFT AND GO SOUTH ON THE WOODS ROAD FOR 0.1 MILES TO
 DG3373'THE STATION ON THE RIGHT SIDE OF THE WOODS ROAD.
 DG3373'
 DG3373'THE STATION IS A STANDARD DISK STAMPED 115-218 AND SET IN A
 DG3373'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.  AN
 DG3373'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 0.81
 DG3373'METERS BELOW THE GROUND.  THE UNDERGROUND MARK WAS ALSO STAMPED
 DG3373'115-218.
 DG3373'
 DG3373'THE STATION IS 8.9 FEET NORTHWEST OF THE CENTERLINE OF THE WOODS
 DG3373'ROAD, 6.3 FEET SOUTHEAST OF A WITNESS POST, AND 60.4 FEET
 DG3373'NORTHEAST OF A 4 INCH PINE TREE.
 DG3373'
 DG3373'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 DG3373'INTERSECTION STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3349 ***********************************************************************
 DG3349  DESIGNATION -  BV 115 219
 DG3349  PID         -  DG3349
 DG3349  STATE/COUNTY-  GA/POLK
 DG3349  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3349
 DG3349                         *CURRENT SURVEY CONTROL
 DG3349  ___________________________________________________________________
 DG3349* NAD 83(1994)-  33 58 52.65188(N)    085 07 23.98015(W)     ADJUSTED  
 DG3349* NAVD 88     -       287.1    (meters)     942.     (feet)  VERTCON   
 DG3349  ___________________________________________________________________
 DG3349  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DG3349  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG3349
 DG3349  HORZ ORDER  -  FIRST
 DG3349
 DG3349.The horizontal coordinates were established by classical geodetic methods
 DG3349.and adjusted by the National Geodetic Survey in September 1997..
 DG3349
 DG3349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3349
 DG3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3349
 DG3349.The geoid height was determined by GEOID03.
 DG3349
 DG3349;                    North         East     Units Scale Factor Converg.
 DG3349;SPC GA W     -   441,841.261   611,606.980   MT  0.99999629   -0 32 05.0
 DG3349;SPC GA W     - 1,449,607.54  2,006,580.57   sFT  0.99999629   -0 32 05.0
 DG3349;UTM  16      - 3,761,668.853   673,356.317   MT  0.99997048   +1 02 57.0
 DG3349
 DG3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3349!SPC GA W     -   0.99995948  x   0.99999629  =   0.99995577
 DG3349!UTM  16      -   0.99995948  x   0.99997048  =   0.99992996
 DG3349
 DG3349:                Primary Azimuth Mark                     Grid Az
 DG3349:SPC GA W     -  BV 115 219 AZ MK                         118 27 56.7
 DG3349:UTM  16      -  BV 115 219 AZ MK                         116 52 54.7
 DG3349
 DG3349|---------------------------------------------------------------------|
 DG3349| PID    Reference Object                     Distance      Geod. Az  |
 DG3349|                                                           dddmmss.s |
 DG3349| CY9721 BV 115 219 AZ MK                                   1175551.7 |
 DG3349|---------------------------------------------------------------------|
 DG3349
 DG3349                          SUPERSEDED SURVEY CONTROL
 DG3349
 DG3349  NAD 83(1994)-  33 58 52.65507(N)    085 07 23.98140(W) AD(       ) 1
 DG3349  NAD 83(1986)-  33 58 52.65652(N)    085 07 23.97934(W) AD(       ) 1
 DG3349  NAD 27      -  33 58 52.28901(N)    085 07 24.16614(W) AD(       ) 1
 DG3349  NGVD 29 (07/19/86)  287.0    (m)          942.     (f) VERT ANG       
 DG3349
 DG3349.Superseded values are not recommended for survey control.
 DG3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3349.See file dsdata.txt to determine how the superseded data were derived.
 DG3349
 DG3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7335661669(NAD 83)
 DG3349_MARKER: DD = SURVEY DISK
 DG3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3349
 DG3349  HISTORY     - Date     Condition        Report By
 DG3349  HISTORY     - 1973     MONUMENTED       GADT
 DG3349
 DG3349                          STATION DESCRIPTION
 DG3349
 DG3349'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3349'THE STATION IS LOCATED AIRLINE ABOUT 8.0 MILES EAST-SOUTHEAST OF
 DG3349'CEDARTOWN, AND 4.5 MILES SOUTHWEST OF ROCKMART.
 DG3349'
 DG3349'TO REACH FROM THE CITY HALL IN ROCKMART, GO NORTHEAST ONE BLOCK
 DG3349'TO U.S. 278.  TURN LEFT ON U.S. 278 AND GO WEST 3.60 MILES TO
 DG3349'COUNTY ROAD 188 ON THE LEFT.  TURN LEFT AND GO SOUTH ON COUNTY
 DG3349'ROAD 188 0.35 MILES TO A PAVED T INTERSECTION.  TURN RIGHT AND
 DG3349'GO WEST ON PAVED ROAD 0.75 MILES TO A T ROAD ON THE LEFT.  TURN
 DG3349'LEFT AND GO SOUTH 0.95 MILES TO A CROSSROADS.  CONTINUE AHEAD
 DG3349'SOUTH 0.60 MILES TO A FORKS.  TAKE THE LEFT FORK AND GO 0.05
 DG3349'MILES TO THE STATION ON THE LEFT.
 DG3349'
 DG3349'THE STATION IS A STANDARD DISK, STAMPED 115-219, SET IN A
 DG3349'CYLINDRICAL CONCRETE POST ABOUT 2-INCHES BELOW GROUND.  THE
 DG3349'SUBSURFACE MARK, A STANDARD DISK STAMPED 115-219, IS SET IN AN
 DG3349'IRREGULAR MASS OF CONCRETE ABOUT 0.80 METERS BELOW GROUND.
 DG3349'
 DG3349'THE STATION IS 25.0 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 DG3349'104.5 FEET SOUTHEAST OF A TRIANGLE BLAZED 7-INCH PINE, 132.3 FEET
 DG3349'NORTHWEST OF A UTILITY POLE, 228.0 FEET NORTH OF AN 18-INCH
 DG3349'TRIANGLE BLAZED PINE, AND 3.6 FEET WEST OF A WITNESS POST.
 DG3349'
 DG3349'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEASTERLY
 DG3349'PAST THE STATION 0.25 MILES TO THE FIRST HOUSE ON THE LEFT AND
 DG3349'THE MARK NEAR THE SOUTHEAST CORNER OF THE LAWN.  THE MARK IS 16.0
 DG3349'FEET NORTH OF THE CENTER OF THE ROAD, 5.0 FEET SOUTHWEST OF A
 DG3349'24-INCH RED OAK, 25.6 FEET WEST OF A 9-INCH CEDAR, AND 13.7 FEET
 DG3349'SOUTHWEST OF A RAILROAD TIE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2497 ***********************************************************************
 CL2497  DESIGNATION -  BV 116 200
 CL2497  PID         -  CL2497
 CL2497  STATE/COUNTY-  GA/PULASKI
 CL2497  USGS QUAD   -  FINLEYSON WEST (1972)
 CL2497
 CL2497                         *CURRENT SURVEY CONTROL
 CL2497  ___________________________________________________________________
 CL2497* NAD 83(1994)-  32 10 37.07937(N)    083 32 09.07263(W)     ADJUSTED  
 CL2497* NAVD 88     -        99.     (meters)     325.     (feet)  VERTCON   
 CL2497  ___________________________________________________________________
 CL2497  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CL2497  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CL2497
 CL2497  HORZ ORDER  -  SECOND
 CL2497
 CL2497.The horizontal coordinates were established by classical geodetic methods
 CL2497.and adjusted by the National Geodetic Survey in September 1997..
 CL2497
 CL2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2497
 CL2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2497
 CL2497.The geoid height was determined by GEOID03.
 CL2497
 CL2497;                    North         East     Units Scale Factor Converg.
 CL2497;SPC GA W     -   241,512.818   759,487.320   MT  0.99994363   +0 20 09.4
 CL2497;SPC GA W     -   792,363.30  2,491,751.32   sFT  0.99994363   +0 20 09.4
 CL2497;UTM  17      - 3,562,870.207   260,902.237   MT  1.00030506   -1 21 03.9
 CL2497
 CL2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2497!SPC GA W     -   0.99998875  x   0.99994363  =   0.99993239
 CL2497!UTM  17      -   0.99998875  x   1.00030506  =   1.00029381
 CL2497
 CL2497:                Primary Azimuth Mark                     Grid Az
 CL2497:SPC GA W     -  BV 116 200 AZ MK                         202 10 05.5
 CL2497:UTM  17      -  BV 116 200 AZ MK                         203 51 18.8
 CL2497
 CL2497|---------------------------------------------------------------------|
 CL2497| PID    Reference Object                     Distance      Geod. Az  |
 CL2497|                                                           dddmmss.s |
 CL2497| CY7574 BV 116 200 AZ MK                                   2023014.9 |
 CL2497| CL2498 BV 116 200 GADT 1974 PTA             25.825 METERS 27905     |
 CL2497|---------------------------------------------------------------------|
 CL2497
 CL2497                          SUPERSEDED SURVEY CONTROL
 CL2497
 CL2497  NAD 83(1986)-  32 10 37.08244(N)    083 32 09.07166(W) AD(       ) 2
 CL2497  NAD 27      -  32 10 36.47089(N)    083 32 09.45223(W) AD(       ) 2
 CL2497  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 CL2497
 CL2497.Superseded values are not recommended for survey control.
 CL2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2497.See file dsdata.txt to determine how the superseded data were derived.
 CL2497
 CL2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR6090262870(NAD 83)
 CL2497_MARKER: DD = SURVEY DISK
 CL2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2497
 CL2497  HISTORY     - Date     Condition        Report By
 CL2497  HISTORY     - 1974     MONUMENTED       GADT
 CL2497
 CL2497                          STATION DESCRIPTION
 CL2497
 CL2497'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2497'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES NORTHWEST OF
 CL2497'PINEVIEW, 8-1/4 MILES SOUTHWEST OF HAWKINSVILLE, AND 13.0 MILES
 CL2497'SOUTHEAST OF UNADILLA, ON STATE RIGHT OF WAY.
 CL2497'
 CL2497'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 112 AND
 CL2497'COUNTY ROAD 90672 IN PINEVIEW, PROCEED NORTH ON STATE ROUTE 112
 CL2497'FOR 4.75 MILES TO THE JUNCTION OF A COUNTY ROAD CROSSING.  TURN
 CL2497'LEFT, GOING WEST ON THE COUNTY ROAD FOR 1.6 MILES TO THE JUNCTION
 CL2497'OF STATE ROUTE 257 CROSSING AND THE STATION, LOCATED IN THE
 CL2497'NORTHWEST QUADRANT OF THE INTERSECTION.
 CL2497'
 CL2497'THE STATION IS A STANDARD BRASS DISK STAMPED 116-200, SET IN THE
 CL2497'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2497'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CL2497'STAMPED 116-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2497'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CL2497'LOCATED 35.0 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 CL2497'257, 57.0 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED
 CL2497'COUNTY ROAD, 74.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 CL2497'STORAGE SHED, AND 2 FEET SOUTHEAST OF A WITNESS POST.
 CL2497'
 CL2497'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG
 CL2497'STATE ROUTE 257 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS
 CL2497'A STANDARD DISK STAMPED 116-200 AZMK, SET IN THE TOP OF A 10
 CL2497'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2497'GROUND.  IT IS LOCATED 44.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2497'STATE ROUTE 257, 69.1 FEET SOUTHWEST OF A CORNER FENCE POST,
 CL2497'25.5 FEET NORTHWEST OF A 24 INCH PINE TREE, 3.0 FEET NORTHWEST
 CL2497'OF A WITNESS POST SET AT A POWER POLE, AND 160.0 FEET EAST OF
 CL2497'A POWER POLE LOCATED ON THE NORTHWEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2384 ***********************************************************************
 DF2384  DESIGNATION -  BV 117 200
 DF2384  PID         -  DF2384
 DF2384  STATE/COUNTY-  GA/PUTNAM
 DF2384  USGS QUAD   -  HARMONY (1985)
 DF2384
 DF2384                         *CURRENT SURVEY CONTROL
 DF2384  ___________________________________________________________________
 DF2384* NAD 83(1994)-  33 26 17.92873(N)    083 21 02.19438(W)     ADJUSTED  
 DF2384* NAVD 88     -       199.5    (meters)     655.     (feet)  VERTCON   
 DF2384  ___________________________________________________________________
 DF2384  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DF2384  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF2384
 DF2384  HORZ ORDER  -  SECOND
 DF2384
 DF2384.The horizontal coordinates were established by classical geodetic methods
 DF2384.and adjusted by the National Geodetic Survey in September 1997..
 DF2384
 DF2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2384
 DF2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2384
 DF2384.The geoid height was determined by GEOID03.
 DF2384
 DF2384;                    North         East     Units Scale Factor Converg.
 DF2384;SPC GA W     -   381,506.927   775,877.272   MT  0.99997096   +0 26 58.9
 DF2384;SPC GA W     - 1,251,660.64  2,545,524.02   sFT  0.99997096   +0 26 58.9
 DF2384;UTM  17      - 3,702,350.956   281,483.752   MT  1.00018873   -1 17 44.8
 DF2384
 DF2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2384!SPC GA W     -   0.99997305  x   0.99997096  =   0.99994401
 DF2384!UTM  17      -   0.99997305  x   1.00018873  =   1.00016177
 DF2384
 DF2384:                Primary Azimuth Mark                     Grid Az
 DF2384:SPC GA W     -  BV 117 200 AZ MK                         023 10 36.7
 DF2384:UTM  17      -  BV 117 200 AZ MK                         024 55 20.4
 DF2384
 DF2384|---------------------------------------------------------------------|
 DF2384| PID    Reference Object                     Distance      Geod. Az  |
 DF2384|                                                           dddmmss.s |
 DF2384| DF3348 BV 117 200 AZ MK                                   0233735.6 |
 DF2384| DF2408 CHESTNUT                            APPROX. 5.3 KM 3153516.2 |
 DF2384|---------------------------------------------------------------------|
 DF2384
 DF2384                          SUPERSEDED SURVEY CONTROL
 DF2384
 DF2384  NAD 83(1986)-  33 26 17.93464(N)    083 21 02.19305(W) AD(       ) 2
 DF2384  NAD 27      -  33 26 17.46680(N)    083 21 02.60552(W) AD(       ) 2
 DF2384  NGVD 29 (07/19/86)  199.6    (m)          655.     (f) VERT ANG       
 DF2384
 DF2384.Superseded values are not recommended for survey control.
 DF2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2384.See file dsdata.txt to determine how the superseded data were derived.
 DF2384
 DF2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8148402351(NAD 83)
 DF2384_MARKER: DD = SURVEY DISK
 DF2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2384
 DF2384  HISTORY     - Date     Condition        Report By
 DF2384  HISTORY     - 1976     MONUMENTED       GADT
 DF2384
 DF2384                          STATION DESCRIPTION
 DF2384
 DF2384'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2384'THE STATION IS ABOUT 8-1/4 MILES NORTH-NORTHEAST OF EATONTON, 9
 DF2384'MILES EAST OF GODFREY, AND 12-1/2 MILES WEST-SOUTHWEST OF VEAZY
 DF2384'ON THE PROPERTY OF VERNON LITTLE.
 DF2384'
 DF2384'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 129 AND
 DF2384'441 (STATE ROUTE 24) AND STATE ROUTE 300 LOCATED ABOUT 7-3/4
 DF2384'MILES NORTH OF EATONTON, GO SOUTH ALONG US HIGHWAYS 129 AND
 DF2384'441 FOR 1.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92167
 DF2384'(HARMONY ROAD) TO THE LEFT. TURN LEFT GOING NORTHEAST ALONG
 DF2384'COUNTY ROAD 92167 FOR 1.75 MILES TO THE STATION ON THE RIGHT.
 DF2384'
 DF2384'THE STATION IS LOCATED 357 FEET SOUTH-SOUTHEAST OF THE CENTER
 DF2384'LINE OF THE ROAD, 341.0 FEET SOUTHEAST OF A POWER POLE, 149.3
 DF2384'FEET SOUTH-SOUTHWEST OF AN 18 INCH FORKED ELM TREE AT A FENCE
 DF2384'LINE RUNNING SOUTHEAST, 163.7 FEET WEST-SOUTHWEST OF A 12 INCH
 DF2384'FORKED LOCUST TREE, AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS
 DF2384'POST. IT IS A STANDARD BRASS DISK STAMPED---117-200 1976---,
 DF2384'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF2384'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF2384'STANDARD DISK STAMPED---117-200 1976---, SET IN AN IRREGULAR
 DF2384'MASS OF CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE
 DF2384'OF THE GROUND.
 DF2384'
 DF2384'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2384'NORTHEAST ALONG COUNTY ROAD 92167 FOR 0.1 MILE TO THE AZIMUTH
 DF2384'MARK ON THE LEFT. IT IS LOCATED 29 FEET NORTH-NORTHWEST OF
 DF2384'THE CENTER LINE OF PAVED COUNTY ROAD 92167, 47.0 FEET WEST-
 DF2384'SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 52.0 FEET
 DF2384'WEST-SOUTHWEST OF THE SOUTHWEST END OF AN 18 INCH CONCRETE
 DF2384'CULVERT PIPE UNDER A FIELD ACCESS ROAD TO THE NORTHWEST, 48.0
 DF2384'FEET EAST OF AN 8 INCH WATER OAK TREE, 61.3 FEET NORTH OF A
 DF2384'POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 1.6 FEET SOUTH-
 DF2384'SOUTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2384'STANDARD DISK STAMPED---117-200 1976 AZMK---, SET IN THE
 DF2384'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2384'SURFACE OF THE GROUND.
 DF2384'
 DF2384'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2380 ***********************************************************************
 DF2380  DESIGNATION -  BV 117 201
 DF2380  PID         -  DF2380
 DF2380  STATE/COUNTY-  GA/PUTNAM
 DF2380  USGS QUAD   -  HARMONY (1985)
 DF2380
 DF2380                         *CURRENT SURVEY CONTROL
 DF2380  ___________________________________________________________________
 DF2380* NAD 83(1994)-  33 24 50.44293(N)    083 19 50.25290(W)     ADJUSTED  
 DF2380* NAVD 88     -       166.     (meters)     545.     (feet)  VERTCON   
 DF2380  ___________________________________________________________________
 DF2380  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DF2380  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF2380
 DF2380  HORZ ORDER  -  SECOND
 DF2380
 DF2380.The horizontal coordinates were established by classical geodetic methods
 DF2380.and adjusted by the National Geodetic Survey in September 1997..
 DF2380
 DF2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2380
 DF2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2380
 DF2380.The geoid height was determined by GEOID03.
 DF2380
 DF2380;                    North         East     Units Scale Factor Converg.
 DF2380;SPC GA W     -   378,826.504   777,757.084   MT  0.99997452   +0 27 37.5
 DF2380;SPC GA W     - 1,242,866.62  2,551,691.37   sFT  0.99997452   +0 27 37.5
 DF2380;UTM  17      - 3,699,613.958   283,281.453   MT  1.00017908   -1 17 02.2
 DF2380
 DF2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2380!SPC GA W     -   0.99997832  x   0.99997452  =   0.99995284
 DF2380!UTM  17      -   0.99997832  x   1.00017908  =   1.00015739
 DF2380
 DF2380:                Primary Azimuth Mark                     Grid Az
 DF2380:SPC GA W     -  BV 117 201 AZ MK                         133 54 14.2
 DF2380:UTM  17      -  BV 117 201 AZ MK                         135 38 53.9
 DF2380
 DF2380|---------------------------------------------------------------------|
 DF2380| PID    Reference Object                     Distance      Geod. Az  |
 DF2380|                                                           dddmmss.s |
 DF2380| DF3349 BV 117 201 AZ MK                                   1342151.7 |
 DF2380| DF2381 BV 117 201 GADT RM 1                 18.661 METERS 20612     |
 DF2380| DF2385 HIGHLOG                             APPROX. 3.7 KM 2602139.9 |
 DF2380|---------------------------------------------------------------------|
 DF2380
 DF2380                          SUPERSEDED SURVEY CONTROL
 DF2380
 DF2380  NAD 83(1986)-  33 24 50.44852(N)    083 19 50.25167(W) AD(       ) 2
 DF2380  NAD 27      -  33 24 49.97601(N)    083 19 50.66789(W) AD(       ) 2
 DF2380  NGVD 29 (07/19/86)  166.     (m)          545.     (f) VERT ANG       
 DF2380
 DF2380.Superseded values are not recommended for survey control.
 DF2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2380.See file dsdata.txt to determine how the superseded data were derived.
 DF2380
 DF2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8328199614(NAD 83)
 DF2380_MARKER: DD = SURVEY DISK
 DF2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2380
 DF2380  HISTORY     - Date     Condition        Report By
 DF2380  HISTORY     - 1976     MONUMENTED       GADT
 DF2380
 DF2380                          STATION DESCRIPTION
 DF2380
 DF2380'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2380'THE STATION IS ABOUT 7 MILES NORTH-NORTHEAST OF EATONTON,
 DF2380'10-1/2 MILES EAST-SOUTHEAST OF GODFREY, AND 12-1/2 MILES WEST-
 DF2380'SOUTHWEST OF VEAZY ON THE PROPERTY OF MR. G.M. KILPATRICK.
 DF2380'
 DF2380'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 (US HIGHWAY
 DF2380'129, STATE ROUTE 24) AND STATE ROUTE 16 (STATE ROUTE 44) IN EATONTON,
 DF2380'GO NORTH ON US HIGHWAY 441 (US HIGHWAY 129, STATE ROUTE 24) FOR 1.05
 DF2380'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 90926 (LOWER HARMONY ROAD)
 DF2380'TO THE RIGHT. TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 90926 FOR
 DF2380'4.05 MILES TO THE JUNCTION PAVED COUNTY ROAD 147 (BETHEL ROAD) TO THE
 DF2380'LEFT.  CONTINUE GOING NORTHEASTERLY ALONG PAVED COUNTY ROAD 90926 FOR
 DF2380'1.05 MILES TO THE JUNCTION OF PAVED TANYARD ROAD TO THE RIGHT AND THE
 DF2380'END OF PAVEMENT. CONTINUE GOING NORTHEASTERLY ALONG DIRT COUNTY ROAD
 DF2380'90926 FOR 0.4 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 136 (KILPATRICK
 DF2380'ROAD) TO THE RIGHT. TURN RIGHT GOING NORTHEAST ALONG DIRT COUNTY ROAD
 DF2380'136 FOR 1.2 MILES TO THE JUNCTION OF A FIELD ROAD TO THE LEFT.  TURN
 DF2380'LEFT GOING NORTHWESTERLY ALONG THE FIELD ROAD PASSING THE G.M.
 DF2380'KILPATRICK RESIDENCE ON THE RIGHT AND PASSING THROUGH A METAL GATE IN
 DF2380'A FENCELINE FOR 0.15 MILE TO A HILL TOP AT THE JUNCTION OF A FIELD
 DF2380'ROAD TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 DF2380'NORTHWESTERLY THROUGH THE FIELD FOR 0.15 MILE TO THE STATION ON THE
 DF2380'RIGHT ON ANOTHER HILL TOP.
 DF2380'
 DF2380'THE STATION IS LOCATED 175.0 FEET WEST-SOUTHWEST OF A 12 INCH
 DF2380'FORKED SWEET GUM TREE ON THE WEST EDGE OF A WOODS LINE, 282.5
 DF2380'FEET EAST-NORTHEAST OF A 28 INCH THREE-FORKED ELM TREE ON THE
 DF2380'EAST EDGE OF ANOTHER WOODSLINE, 296.0 FEET NORTHWEST OF AN 18
 DF2380'INCH CEDAR TREE AT THE SOUTHERN TIP OF THE WOODS TO THE EAST,
 DF2380'AND 3 FEET SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2380'DISK STAMPED---117-201 1976---, SET IN THE TOP OF A 10 INCH
 DF2380'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 DF2380'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2380'STAMPED---117-201 1976---, SET IN AN IRREGULAR MASS OF
 DF2380'CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 DF2380'GROUND.
 DF2380'
 DF2380'RM 1 IS LOCATED 223.5 FEET WEST-SOUTHWEST OF THE 12 INCH FORKED
 DF2380'SWEET GUM TREE, 226.0 FEET EAST-NORTHEAST OF THE 28 INCH THREE-
 DF2380'FORKED ELM TREE, 303.0 FEET WEST-NORTHWEST OF THE 18 INCH CEDAR
 DF2380'TREE, AND 2.5 FEET NORTHEAST OF A WITNESS POST. IT IS A
 DF2380'STANDARD DISK STAMPED---117-201 1976 RM 1---, SET IN THE TOP OF
 DF2380'A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE
 DF2380'OF THE GROUND.
 DF2380'
 DF2380'THE AZIMUTH MARK IS LOCATED 13 FEET NORTHEAST OF THE CENTER
 DF2380'LINE OF THE FIELD ROAD, 50 FEET WEST OF THE CENTER LINE OF THE
 DF2380'FIELD ROAD TO THE RIGHT GOING TO A GATE, 25.0 FEET SOUTHEAST OF
 DF2380'AN 18 INCH PINETREE, 20.0 FEET SOUTHWEST OF A 14 INCH PINE TREE,
 DF2380'8.5 FEET NORTHWEST OF A 6 INCH PERSIMMON TREE, AND 2.5 FEET
 DF2380'SOUTH-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2380'STAMPED---117-201 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2380'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 DF2380'GROUND.
 DF2380'
 DF2380'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2410 ***********************************************************************
 DF2410  DESIGNATION -  BV 117 203
 DF2410  PID         -  DF2410
 DF2410  STATE/COUNTY-  GA/PUTNAM
 DF2410  USGS QUAD   -  ROCK EAGLE LAKE (1972)
 DF2410
 DF2410                         *CURRENT SURVEY CONTROL
 DF2410  ___________________________________________________________________
 DF2410* NAD 83(1994)-  33 25 20.54429(N)    083 24 45.36798(W)     ADJUSTED  
 DF2410* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 DF2410  ___________________________________________________________________
 DF2410  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DF2410  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF2410
 DF2410  HORZ ORDER  -  SECOND
 DF2410
 DF2410.The horizontal coordinates were established by classical geodetic methods
 DF2410.and adjusted by the National Geodetic Survey in September 1997..
 DF2410
 DF2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2410
 DF2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2410
 DF2410.The geoid height was determined by GEOID03.
 DF2410
 DF2410;                    North         East     Units Scale Factor Converg.
 DF2410;SPC GA W     -   379,695.566   770,125.854   MT  0.99996061   +0 24 55.3
 DF2410;SPC GA W     - 1,245,717.87  2,526,654.57   sFT  0.99996061   +0 24 55.3
 DF2410;UTM  17      - 3,700,715.197   275,678.452   MT  1.00022043   -1 19 46.0
 DF2410
 DF2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2410!SPC GA W     -   0.99997644  x   0.99996061  =   0.99993705
 DF2410!UTM  17      -   0.99997644  x   1.00022043  =   1.00019686
 DF2410
 DF2410:                Primary Azimuth Mark                     Grid Az
 DF2410:SPC GA W     -  BV 117 203 AZ MK                         203 09 46.4
 DF2410:UTM  17      -  BV 117 203 AZ MK                         204 54 27.7
 DF2410
 DF2410|---------------------------------------------------------------------|
 DF2410| PID    Reference Object                     Distance      Geod. Az  |
 DF2410|                                                           dddmmss.s |
 DF2410| DF3350 BV 117 203 AZ MK                                   2033441.7 |
 DF2410| DF2411 BV 117 203 GADT PTA                  22.966 METERS 31625     |
 DF2410|---------------------------------------------------------------------|
 DF2410
 DF2410                          SUPERSEDED SURVEY CONTROL
 DF2410
 DF2410  NAD 83(1986)-  33 25 20.55004(N)    083 24 45.36680(W) AD(       ) 2
 DF2410  NAD 27      -  33 25 20.08170(N)    083 24 45.77151(W) AD(       ) 2
 DF2410  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 DF2410
 DF2410.Superseded values are not recommended for survey control.
 DF2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2410.See file dsdata.txt to determine how the superseded data were derived.
 DF2410
 DF2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7567800715(NAD 83)
 DF2410_MARKER: DD = SURVEY DISK
 DF2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2410
 DF2410  HISTORY     - Date     Condition        Report By
 DF2410  HISTORY     - 1976     MONUMENTED       GADT
 DF2410
 DF2410                          STATION DESCRIPTION
 DF2410
 DF2410'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2410'THE STATION IS ABOUT 5-1/2 MILES EAST-SOUTHEAST OF GODFREY,
 DF2410'6-3/4 MILES NORTH OF EATONTON, AND 8-3/4 MILES NORTH-NORTHEAST
 DF2410'OF WILLARD ON THE PROPERTY OF MRS. ROY L. VINING.
 DF2410'
 DF2410'TO REACH THE STATION FROM JUNCTION OF US HIGHWAY 129 (HIGHWAY
 DF2410'441, STATE ROUTE 24) AND STATE ROUTE 300 LOCATED ABOUT 7-3/4
 DF2410'MILES NORTH OF EATONTON, GO SOUTHWEST ALONG STATE ROUTE 300 FOR
 DF2410'1.85 MILES TO THE STATION ON THE RIGHT ON THE NORTHEAST SIDE OF
 DF2410'A FIELD ON THE NORTHEAST SIDE OF THE VINING RESIDENCE.
 DF2410'
 DF2410'THE STATION IS LOCATED 519 FEET NORTHWEST OF THE CENTER LINE OF
 DF2410'STATE ROUTE 300, 10.5 FEET SOUTHEAST OF A 30 INCH TRIPLE FORKED
 DF2410'HICKORY TREE, 294.0 FEET NORTHWEST OF A FENCE LINE RUNNING
 DF2410'SOUTHWESTERLY, 24.2 FEET WEST-NORTHWEST OF A 24 INCH TUPELO
 DF2410'TREE, AND 2.4 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCE
 DF2410'LINE. IT IS A STANDARD BRASS DISK STAMPED---117-203 1976---,
 DF2410'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF2410'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF2410'STANDARD DISK STAMPED---117-203 1976---, SET IN AN IRREGULAR
 DF2410'MASS OF CONCRETE APPROXIMATELY 0.91 METER BELOW THE SURFACE
 DF2410'OF THE GROUND.
 DF2410'
 DF2410'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2410'SOUTHWEST ALONG STATE ROUTE 300 FOR 0.2 MILE TO THE AZIMUTH MARK
 DF2410'ON THE LEFT. THE AZIMUTH MARK IS LOCATED 38 FEET SOUTHEAST OF
 DF2410'THE CENTER LINE OF STATE ROUTE 300, 13.6 FEET WEST-SOUTHWEST
 DF2410'OF A RIGHT OF WAY MARKER, 85.2 FEET SOUTH OF THE SOUTHEAST END
 DF2410'OF AN 18 INCH CONCRETE CULVERT PIPE ON THE NORTHWEST SIDE OF THE
 DF2410'ROAD, 129.7 FEET SOUTH-SOUTHEAST OF A UTILITY LIGHT POLE ON THE
 DF2410'NORTHWEST SIDE OF THE ROAD, 115.7 FEET EAST OF A 6 INCH PECAN
 DF2410'TREE ON THE NORTHWEST SIDE OF THE ROAD, AND 2.7 FEET
 DF2410'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2410'STAMPED---117-203 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2410'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2410'GROUND.
 DF2410'
 DF2410'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF2410'
 DF2410'DESCRIBED BY A.E. DOMINY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2392 ***********************************************************************
 DF2392  DESIGNATION -  BV 117 204
 DF2392  PID         -  DF2392
 DF2392  STATE/COUNTY-  GA/PUTNAM
 DF2392  USGS QUAD   -  MEDA (1972)
 DF2392
 DF2392                         *CURRENT SURVEY CONTROL
 DF2392  ___________________________________________________________________
 DF2392* NAD 83(1994)-  33 18 43.37381(N)    083 20 14.95532(W)     ADJUSTED  
 DF2392* NAVD 88     -       169.7    (meters)     557.     (feet)  VERTCON   
 DF2392  ___________________________________________________________________
 DF2392  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DF2392  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF2392
 DF2392  HORZ ORDER  -  SECOND
 DF2392
 DF2392.The horizontal coordinates were established by classical geodetic methods
 DF2392.and adjusted by the National Geodetic Survey in September 1997..
 DF2392
 DF2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2392
 DF2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2392
 DF2392.The geoid height was determined by GEOID03.
 DF2392
 DF2392;                    North         East     Units Scale Factor Converg.
 DF2392;SPC GA W     -   367,513.173   777,208.882   MT  0.99997347   +0 27 19.5
 DF2392;SPC GA W     - 1,205,749.47  2,549,892.81   sFT  0.99997347   +0 27 19.5
 DF2392;UTM  17      - 3,688,320.177   282,389.405   MT  1.00018387   -1 17 03.3
 DF2392
 DF2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2392!SPC GA W     -   0.99997769  x   0.99997347  =   0.99995116
 DF2392!UTM  17      -   0.99997769  x   1.00018387  =   1.00016156
 DF2392
 DF2392:                Primary Azimuth Mark                     Grid Az
 DF2392:SPC GA W     -  BV 117 204 AZ MK                         221 20 23.8
 DF2392:UTM  17      -  BV 117 204 AZ MK                         223 04 46.6
 DF2392
 DF2392|---------------------------------------------------------------------|
 DF2392| PID    Reference Object                     Distance      Geod. Az  |
 DF2392|                                                           dddmmss.s |
 DF2392| DF3351 BV 117 204 AZ MK                                   2214743.3 |
 DF2392|---------------------------------------------------------------------|
 DF2392
 DF2392                          SUPERSEDED SURVEY CONTROL
 DF2392
 DF2392  NAD 83(1986)-  33 18 43.37883(N)    083 20 14.95391(W) AD(       ) 2
 DF2392  NAD 27      -  33 18 42.89531(N)    083 20 15.37483(W) AD(       ) 2
 DF2392  NGVD 29 (07/19/86)  169.8    (m)          557.     (f) VERT ANG       
 DF2392
 DF2392.Superseded values are not recommended for survey control.
 DF2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2392.See file dsdata.txt to determine how the superseded data were derived.
 DF2392
 DF2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8238988320(NAD 83)
 DF2392_MARKER: DD = SURVEY DISK
 DF2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2392_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2392
 DF2392  HISTORY     - Date     Condition        Report By
 DF2392  HISTORY     - 1976     MONUMENTED       GADT
 DF2392
 DF2392                          STATION DESCRIPTION
 DF2392
 DF2392'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2392'THE STATION IS ABOUT 3 MILES EAST-NORTHEAST OF WARFIELD, 3-1/4
 DF2392'MILES EAST-SOUTHEAST OF EATONTON, AND 5-1/4 MILES NORTH OF FLAT
 DF2392'ROCK ON THE PROPERTY OF EARNEST R. MCDADE WHO RESIDES AT 312
 DF2392'MAGNOLIA STREET, EATONTON.
 DF2392'
 DF2392'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 129 AND
 DF2392'441 (STATE ROUTE 24) AND STATE ROUTES 16 AND 44 TO THE EAST IN
 DF2392'EATONTON, GO EAST ALONG STATE ROUTES 16 AND 44 FOR 0.1 MILE
 DF2392'TO THE JUNCTION OF PAVED COUNTY ROAD 91085 (OCONEE STREET)
 DF2392'FORKING TO THE RIGHT. TURN RIGHT GOING EAST ALONG COUNTY ROAD
 DF2392'91085 FOR 3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 93
 DF2392'(CROOKED CREEK ROAD) TO THE RIGHT. TURN RIGHT GOING SOUTHEAST
 DF2392'ALONG COUNTY ROAD 93 FOR 0.7 MILE TO THE JUNCTION OF COUNTY
 DF2392'ROAD 91 (WILSON ROAD) TO THE RIGHT. TURN RIGHT GOING
 DF2392'SOUTHWEST ALONG COUNTY ROAD 91 FOR 0.6 MILE TO THE STATION ON
 DF2392'THE LEFT.
 DF2392'
 DF2392'THE STATION IS LOCATED IN A PASTURE 19 FEET SOUTH-SOUTHEAST OF
 DF2392'THE CENTERLINE OF THE ROAD, APPROXIMATELY 300 FEET SOUTHWEST
 DF2392'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF A DRIVEWAY
 DF2392'TO MILK BARNS TO THE SOUTHEAST AND THE ROAD, 278.1 FEET
 DF2392'SOUTHWEST OF A FENCE CORNER POST, 307.0 FEET WEST OF THE
 DF2392'NORTHWESTERN AND HINGED POST OF A GATE ENTERING THE PASTURE
 DF2392'FROM THE BARN DRIVEWAY, AND 1.6 FEET SOUTH-SOUTHEAST OF A
 DF2392'WITNESS POST SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF2392'STAMPED---117-204 1976---, SET IN THE TOP OF A 10 INCH
 DF2392'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2392'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2392'STAMPED---117-204 1976---, SET IN AN IRREGULAR MASS OF
 DF2392'CONCRETE APPROXIMATELY 0.97 METER BELOW THE SURFACE OF THE
 DF2392'GROUND.
 DF2392'
 DF2392'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2392'SOUTHWEST ALONG COUNTY ROAD 91 FOR 0.45 MILE TO THE AZIMUTH
 DF2392'MARK ON THE RIGHT. IT IS LOCATED 20 FEET WEST-NORTHWEST OF
 DF2392'THE CENTERLINE OF THE ROAD, 49.3 FEET WEST-NORTHWEST OF A
 DF2392'CORNER POST OF A WOOD FENCE ON THE SOUTHEAST SIDE OF THE ROAD,
 DF2392'69.1 FEET WEST-SOUTHWEST OF A POWER POLE ON THE SOUTHEAST
 DF2392'SIDE OF THE ROAD, 95 FEET NORTH-NORTHEAST OF THE POINT OF
 DF2392'INTERSECTION OF THE CENTERLINES OF A DRIVEWAY TO THE SOUTHEAST
 DF2392'AND THE ROAD, AND 2.5 FEET SOUTHEAST OF A WITNESS POST SET AT
 DF2392'A FENCELINE. IT IS A STANDARD DISK STAMPED---117-204 1976
 DF2392'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2392'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2392'
 DF2392'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF2392'
 DF2392'DESCRIBED BY A.E. DOMINY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2387 ***********************************************************************
 DF2387  DESIGNATION -  BV 117 205
 DF2387  PID         -  DF2387
 DF2387  STATE/COUNTY-  GA/PUTNAM
 DF2387  USGS QUAD   -  MEDA (1972)
 DF2387
 DF2387                         *CURRENT SURVEY CONTROL
 DF2387  ___________________________________________________________________
 DF2387* NAD 83(1994)-  33 19 48.93531(N)    083 15 09.59678(W)     ADJUSTED  
 DF2387* NAVD 88     -       191.7    (meters)     629.     (feet)  VERTCON   
 DF2387  ___________________________________________________________________
 DF2387  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DF2387  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DF2387
 DF2387  HORZ ORDER  -  SECOND
 DF2387
 DF2387.The horizontal coordinates were established by classical geodetic methods
 DF2387.and adjusted by the National Geodetic Survey in September 1997..
 DF2387
 DF2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2387
 DF2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2387
 DF2387.The geoid height was determined by GEOID03.
 DF2387
 DF2387;                    North         East     Units Scale Factor Converg.
 DF2387;SPC GA W     -   369,598.910   785,089.607   MT  0.99998924   +0 30 08.1
 DF2387;SPC GA W     - 1,212,592.42  2,575,748.15   sFT  0.99998924   +0 30 08.1
 DF2387;UTM  17      - 3,690,165.989   290,331.271   MT  1.00014203   -1 14 17.6
 DF2387
 DF2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2387!SPC GA W     -   0.99997425  x   0.99998924  =   0.99996349
 DF2387!UTM  17      -   0.99997425  x   1.00014203  =   1.00011628
 DF2387
 DF2387|---------------------------------------------------------------------|
 DF2387| PID    Reference Object                     Distance      Geod. Az  |
 DF2387|                                                           dddmmss.s |
 DF2387| DF3353 BV 117 205 RM 1                      21.921 METERS 00247     |
 DF2387| DF3354 BV 117 205 RM 2                      21.447 METERS 12657     |
 DF2387| DF3352 BV 117 205 AZ MK                                   3394750.3 |
 DF2387|---------------------------------------------------------------------|
 DF2387
 DF2387                          SUPERSEDED SURVEY CONTROL
 DF2387
 DF2387  NAD 83(1986)-  33 19 48.94035(N)    083 15 09.59532(W) AD(       ) 2
 DF2387  NAD 27      -  33 19 48.45227(N)    083 15 10.02570(W) AD(       ) 2
 DF2387  NGVD 29 (07/19/86)  191.8    (m)          629.     (f) VERT ANG       
 DF2387
 DF2387.Superseded values are not recommended for survey control.
 DF2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2387.See file dsdata.txt to determine how the superseded data were derived.
 DF2387
 DF2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9033190166(NAD 83)
 DF2387_MARKER: DD = SURVEY DISK
 DF2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2387
 DF2387  HISTORY     - Date     Condition        Report By
 DF2387  HISTORY     - 1976     MONUMENTED       GADT
 DF2387
 DF2387                          STATION DESCRIPTION
 DF2387
 DF2387'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2387'THE STATION IS ABOUT 7-3/4 MILES NORTH-NORTHEAST OF FLATROCK,
 DF2387'8 MILES EAST-NORTHEAST OF WARFIELD, AND 8 MILES EAST OF
 DF2387'EATONTON ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 DF2387'
 DF2387'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF2387'STATE ROUTE 44 LOCATED APPROXIMATELY 1-1/4 MILES EAST-
 DF2387'NORTHEAST OF EATONTON, GO EAST ALONG STATE ROUTE 16 FOR 2.75
 DF2387'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 95 (CARTER DEARMAN
 DF2387'ROAD) TO THE RIGHT. CONTINUE GOING EAST ALONG STATE ROUTE 16
 DF2387'FOR 2.1 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92166 (PEA
 DF2387'RIDGE ROAD) TO THE RIGHT. TURN RIGHT GOING SOUTH ALONG COUNTY
 DF2387'ROAD 92166 FOR 1.25 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF2387'91085 (OCONEE SPRINGS ROAD) CROSSING. TURN LEFT GOING
 DF2387'EASTERLY ALONG COUNTY ROAD 91085 FOR 1.2 MILES TO A BRIDGE
 DF2387'CROSSING CROOKED CREEK. CONTINUE GOING EAST ALONG COUNTY
 DF2387'ROAD 91085 FOR 1.2 MILES TO THE JUNCTION OF DIRT COUNTY ROAD
 DF2387'109 (TEXAS CHAPEL ROAD) TO THE LEFT. TURN LEFT GOING NORTHERLY
 DF2387'ALONG COUNTY ROAD 109 FOR 0.4 MILE TO THE JUNCTION OF A WOODS
 DF2387'ROAD THROUGH A CLEAR-CUT AREA TO THE LEFT. TURN LEFT
 DF2387'GOING NORTHERLY ALONG THE WOODS ROAD FOR 0.1 MILE TO THE
 DF2387'STATION ON THE LEFT.
 DF2387'
 DF2387'THE STATION IS LOCATED 18 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2387'THE FIELD ROAD, 170.0 FEET WEST-NORTHWEST OF A 5 FOOT HIGH 10
 DF2387'INCH DIAMETER WOODEN POST LOCATED ON THE EAST SIDE OF THE ROAD,
 DF2387'163.7 FEET NORTH-NORTHWEST OF ANOTHER 5 FOOT TALL 10 INCH
 DF2387'DIAMETER WOODEN POST LOCATED ON THE WEST SIDE OF THE ROAD, ANO
 DF2387'3.0 FEET NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2387'STAMPED---117-205 1976---, SET IN THE TOP OF A 10 INCH
 DF2387'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2387'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2387'STAMPED---117-205 1976---, SET IN AN IRREGULAR MASS OF
 DF2387'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE
 DF2387'GROUND.
 DF2387'
 DF2387'RM 1 IS LOCATED 19 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF2387'ROAD, 232.8 FEET NORTH-NORTHWEST OF THE POST ON THE EAST SIDE
 DF2387'OF THE ROAD, 232.1 FEET NORTH OF THE POST ON THE WEST SIDE OF
 DF2387'THE ROAD, AND 3.0 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 DF2387'STANDARD DISK STAMPED---117-206 1976 RM 1---, SET IN THE TOP
 DF2387'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 DF2387'SURFACE OF THE GROUND.
 DF2387'
 DF2387'RM 2 IS LOCATED 19 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 DF2387'ROAD, 109.7 FEET NORTH-NORTHWEST OF THE POST ON THE EAST SIDE OF
 DF2387'THE ROAD, 114.9 FEET NORTH-NORTHEAST OF THE POST ON THE WEST
 DF2387'SIDE OF THE ROAD, AND 3.0 FEET SOUTHWEST OF A WITNESS POST. IT
 DF2387'IS A STANDARD DISK STAMPED---117-205 1976 RM 2---, SET IN THE
 DF2387'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 DF2387'SURFACE OF THE GROUND.
 DF2387'
 DF2387'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING
 DF2387'NORTHWESTERLY ALONG THE WOODS ROAD FOR 0.1 MILE TO THE JUNCTION
 DF2387'OF ANOTHER WOODS ROAD FORKING TO THE LEFT AND THE AZIMUTH MARK.
 DF2387'IT IS LOCATED 20 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DF2387'ROAD, 20 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD
 DF2387'FORKING TO THE LEFT, 86 FEET NORTHWEST OF THE POINT OF
 DF2387'INTERSECTION OF THE CENTERLINES OF THE TWO ROADS, 83.3 FEET
 DF2387'NORTH-NORTHWEST OF A 10 INCH 5 FOOT TALL SWEET GUM STUMP WITH
 DF2387'NEW GROWTH, AND 3.0 FEET SOUTHEAST OF A WITNESS POST. IT IS A
 DF2387'STANDARD DISK STAMPED---117-205 1976 AZMK---, SET IN THE TOP
 DF2387'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2387'SURFACE OF THE GROUND.
 DF2387'
 DF2387'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2376 ***********************************************************************
 DF2376  DESIGNATION -  BV 117 206
 DF2376  PID         -  DF2376
 DF2376  STATE/COUNTY-  GA/PUTNAM
 DF2376  USGS QUAD   -  HARMONY (1985)
 DF2376
 DF2376                         *CURRENT SURVEY CONTROL
 DF2376  ___________________________________________________________________
 DF2376* NAD 83(1994)-  33 25 22.48594(N)    083 16 11.82111(W)     ADJUSTED  
 DF2376* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 DF2376  ___________________________________________________________________
 DF2376  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DF2376  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF2376
 DF2376  HORZ ORDER  -  SECOND
 DF2376
 DF2376.The horizontal coordinates were established by classical geodetic methods
 DF2376.and adjusted by the National Geodetic Survey in September 1997..
 DF2376
 DF2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2376
 DF2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2376
 DF2376.The geoid height was determined by GEOID03.
 DF2376
 DF2376;                    North         East     Units Scale Factor Converg.
 DF2376;SPC GA W     -   379,860.658   783,391.956   MT  0.99998571   +0 29 38.2
 DF2376;SPC GA W     - 1,246,259.51  2,570,178.44   sFT  0.99998571   +0 29 38.2
 DF2376;UTM  17      - 3,700,476.247   288,946.238   MT  1.00014920   -1 15 02.8
 DF2376
 DF2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2376!SPC GA W     -   0.99998005  x   0.99998571  =   0.99996576
 DF2376!UTM  17      -   0.99998005  x   1.00014920  =   1.00012925
 DF2376
 DF2376:                Primary Azimuth Mark                     Grid Az
 DF2376:SPC GA W     -  RICHLAND                                 063 08 16.9
 DF2376:UTM  17      -  RICHLAND                                 064 52 57.9
 DF2376
 DF2376|---------------------------------------------------------------------|
 DF2376| PID    Reference Object                     Distance      Geod. Az  |
 DF2376|                                                           dddmmss.s |
 DF2376| DF2261 RICHLAND                            APPROX. 4.6 KM 0633755.1 |
 DF2376| DF3355 BV 117 206 AZ MK                                   1474702.4 |
 DF2376| DF2377 BV 117 206 GADT PTA                  29.064 METERS 35809     |
 DF2376|---------------------------------------------------------------------|
 DF2376
 DF2376                          SUPERSEDED SURVEY CONTROL
 DF2376
 DF2376  NAD 83(1986)-  33 25 22.49130(N)    083 16 11.81969(W) AD(       ) 2
 DF2376  NAD 27      -  33 25 22.01612(N)    083 16 12.24297(W) AD(       ) 2
 DF2376  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 DF2376
 DF2376.Superseded values are not recommended for survey control.
 DF2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2376.See file dsdata.txt to determine how the superseded data were derived.
 DF2376
 DF2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8894600476(NAD 83)
 DF2376_MARKER: DD = SURVEY DISK
 DF2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2376+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 DF2376
 DF2376  HISTORY     - Date     Condition        Report By
 DF2376  HISTORY     - 1976     MONUMENTED       GADT
 DF2376  HISTORY     - 20020416 GOOD             METRIC
 DF2376
 DF2376                          STATION DESCRIPTION
 DF2376
 DF2376'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2376'THE STATION IS ABOUT 9-1/4 MILES SOUTHWEST OF VEAZY, 9-1/2
 DF2376'MILES NORTHEAST OF EATONTON, AND 14 MILES WEST-SOUTHWEST OF
 DF2376'WHITE PLAINS ON COUNTY RIGHT OF WAY.
 DF2376'
 DF2376'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 44 AND
 DF2376'STATE ROUTE 16 LOCATED APPROXIMATELY 2-1/2 MILES NORTHEAST OF
 DF2376'EATONTON, GO NORTHEAST ALONG STATE ROUTE 44 FOR 4.05 MILES TO
 DF2376'THE JUNCTION OF PAVED COUNTY ROAD 116 TO THE RIGHT. CONTINUE
 DF2376'GOING NORTHEAST ALONG STATE ROUTE 44 FOR 2.9 MILES TO THE
 DF2376'JUNCTION OF PAVED COUNTY ROAD 133 (OLD PHOENIX ROAD) TO THE
 DF2376'LEFT. CONTINUE GOING NORTHEAST ALONG STATE ROUTE 44 FOR 1.5
 DF2376'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92167 (HARMONY
 DF2376'ROAD) CROSSING. TURN LEFT GOING NORTHWEST ALONG COUNTY ROAD
 DF2376'92167 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF2376'
 DF2376'THE STATION IS LOCATED 37 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2376'THE ROAD, 30 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY TO
 DF2376'THE GODBEE RESIDENCE TO THE SOUTHWEST, 48 FEET SOUTH-SOUTHWEST
 DF2376'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE DRIVE WAY
 DF2376'AND THE ROAD, 11.7 FEET EAST OF A FENCE CORNER POST, 168.2 FEET
 DF2376'SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 2.6
 DF2376'FEET NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2376'STANDARD BRASS DISK STAMPED---117-206 1976---, SET IN THE TOP
 DF2376'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW SURFACE
 DF2376'OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD BRASS
 DF2376'DISK STAMPED---117-206 1976---, SET IN AN IRREGULAR MASS OF
 DF2376'CONCRETE APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE
 DF2376'GROUND.
 DF2376'
 DF2376'TO REACH THE AZIMUTH MARK FROM JUNCTION OF STATE ROUTE 44 AND
 DF2376'COUNTY ROAD 92167, GO SOUTH ON COUNTY ROAD 92167 FOR 0.15 MILE
 DF2376'TO THE AZIMUTH MARK ON THE LEFT. IT IS LOCATED 36 FEET EAST-
 DF2376'NORTHEAST OF THE CENTERLINE OF THE ROAD, 183 FEET NORTH OF THE
 DF2376'POINT OF INTERSECTION OF THE CENTERLINES OF A DRIVEWAY TO THE
 DF2376'EAST AND THE ROAD, 186.0 FEET NORTH-NORTHWEST OF A FENCE CORNER
 DF2376'POST, AND 3.4 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 DF2376'STANDARD DISK STAMPED---117-206 1976 AZMK---, SET IN THE TOP OF
 DF2376'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2376'OF THE GROUND.
 DF2376'
 DF2376'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF2376
 DF2376                          STATION RECOVERY (2002)
 DF2376
 DF2376'RECOVERY NOTE BY METRIC SURVEYS 2002 (HLB)
 DF2376'ROAD HAS BEEN WIDENED.  FENCE CORNER 11.7 WEST IS GONE.  WP OK BUT IN
 DF2376'SHRUB.  MARK IS NOW FLUSH WITH GROUND.  MARK IS IN AREA NOW UNDER
 DF2376'COMMERCIAL DEVELOPMENT.  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2416 ***********************************************************************
 DF2416  CBN         -  This is a Cooperative Base Network Control Station.
 DF2416  DESIGNATION -  BV 117 207
 DF2416  PID         -  DF2416
 DF2416  STATE/COUNTY-  GA/PUTNAM
 DF2416  USGS QUAD   -  ROCK EAGLE LAKE (1972)
 DF2416
 DF2416                         *CURRENT SURVEY CONTROL
 DF2416  ___________________________________________________________________
 DF2416* NAD 83(1994)-  33 23 58.54164(N)    083 29 20.14206(W)     ADJUSTED  
 DF2416* NAVD 88     -       170.2    (meters)     558.     (feet)  GPS OBS   
 DF2416  ___________________________________________________________________
 DF2416  X           -     604,433.492 (meters)                     COMP
 DF2416  Y           -  -5,295,945.863 (meters)                     COMP
 DF2416  Z           -   3,491,120.916 (meters)                     COMP
 DF2416  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DF2416  ELLIP HEIGHT-         142.26  (meters)          (03/09/95) GPS OBS
 DF2416  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF2416
 DF2416  HORZ ORDER  -  B
 DF2416  ELLP ORDER  -  FIRST     CLASS I
 DF2416
 DF2416.The horizontal coordinates were established by GPS observations
 DF2416.and adjusted by the National Geodetic Survey in March 1995..
 DF2416
 DF2416.The orthometric height was determined by GPS observations and a
 DF2416.high-resolution geoid model.
 DF2416
 DF2416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2416
 DF2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2416
 DF2416.The ellipsoidal height was determined by GPS observations
 DF2416.and is referenced to NAD 83.
 DF2416
 DF2416.The geoid height was determined by GEOID03.
 DF2416
 DF2416;                    North         East     Units Scale Factor Converg.
 DF2416;SPC GA W     -   377,120.488   763,044.056   MT  0.99994899   +0 22 23.1
 DF2416;SPC GA W     - 1,237,269.47  2,503,420.37   sFT  0.99994899   +0 22 23.1
 DF2416;UTM  17      - 3,698,356.201   268,519.509   MT  1.00026067   -1 22 14.5
 DF2416
 DF2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2416!SPC GA W     -   0.99997767  x   0.99994899  =   0.99992666
 DF2416!UTM  17      -   0.99997767  x   1.00026067  =   1.00023833
 DF2416
 DF2416|---------------------------------------------------------------------|
 DF2416| PID    Reference Object                     Distance      Geod. Az  |
 DF2416|                                                           dddmmss.s |
 DF2416| DF2415 BV 117 207 GADT PTA                  27.337 METERS 10615     |
 DF2416| DF3356 BV 117 207 AZ MK                                   1290928.9 |
 DF2416| DF2417 EATON BEASLEY LOT                   261.205 METERS 27238     |
 DF2416|---------------------------------------------------------------------|
 DF2416
 DF2416                          SUPERSEDED SURVEY CONTROL
 DF2416
 DF2416  NAD 83(1986)-  33 23 58.54712(N)    083 29 20.14036(W) AD(       ) 2
 DF2416  NAD 27      -  33 23 58.08304(N)    083 29 20.53639(W) AD(       ) 2
 DF2416  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 DF2416
 DF2416.Superseded values are not recommended for survey control.
 DF2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2416.See file dsdata.txt to determine how the superseded data were derived.
 DF2416
 DF2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6852098356(NAD 83)
 DF2416_MARKER: DD = SURVEY DISK
 DF2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2416_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2416_STAMPING: 117-207 1976
 DF2416_MARK LOGO: GADT  
 DF2416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2416+STABILITY: SURFACE MOTION
 DF2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2416+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 DF2416
 DF2416  HISTORY     - Date     Condition        Report By
 DF2416  HISTORY     - 1976     MONUMENTED       GADT
 DF2416  HISTORY     - 19940407 GOOD             GADT
 DF2416  HISTORY     - 20050412 GOOD             GAPC
 DF2416  HISTORY     - 20050425 GOOD             GAPC
 DF2416
 DF2416                          STATION DESCRIPTION
 DF2416
 DF2416'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2416'THE STATION IS ABOUT 3-3/4 MILES SOUTH-SOUTHEAST OF GODFREY, 6
 DF2416'MILES EAST OF SHADY DALE, 6-1/2 MILES NORTH OF WILLARD ON THE
 DF2416'PROPERTY OF THE STATE OF GEORGIA.
 DF2416'
 DF2416'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 300 AND
 DF2416'STATE ROUTE 213 LOCATED APPROXIMATELY 6 MILES NORTHEAST OF
 DF2416'EATONTON, GO NORTHWEST ALONG STATE ROUTE 213 FOR 2.3 MILES TO
 DF2416'THE JUNCTION OF PAVED COUNTY ROAD 18 (INDIAN CREEK ROAD) TO
 DF2416'THE RIGHT. TURN RIGHT GOING SOUTHEASTERLY ALONG COUNTY ROAD 18
 DF2416'FOR 0.15 MILE TO THE END OF PAVEMENT. CONTINUE GOING SOUTHEAST
 DF2416'ALONG UNPAVED COUNTY ROAD 18 FOR 0.15 MILE TO A SILO AND THE
 DF2416'STATION ON THE LEFT.
 DF2416'
 DF2416'THE STATION IS LOCATED 25 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF2416'OF THE ROAD, 19.6 FEET EAST OF THE WESTERN MOST POST AND LATCH
 DF2416'POST OF A GATE, 51.2 FEET EAST-SOUTHEAST OF A POWER POLE WITH A
 DF2416'TRANSFORMER ATTACHED, 56.0 FEET NORTH OF THE WESTERN MOST POST
 DF2416'AND LATCH POST OF A GATE ON THE SOUTH SIDE OF THE ROAD, AND 3.0
 DF2416'FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE BRACE.
 DF2416'IT IS A STANDARD BRASS DISK STAMPED---117-207 1976---, SET IN
 DF2416'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2416'THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF2416'STANDARD DISK STAMPED---117-207 1976---, SET IN AN IRREGULAR
 DF2416'MASS OF CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE
 DF2416'OF THE GROUND.
 DF2416'
 DF2416'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2416'SOUTHEAST ALONG COUNTY ROAD 18
 DF2416'FOR 0.25 MILE TO A GATE ACROSS THE ROAD
 DF2416'AND THE AZIMUTH MARK ON THE RIGHT. IT IS LOCATED 20 FEET
 DF2416'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 11.9 FEET WEST OF THE
 DF2416'SOUTHWESTERN MOST POST AND HINGED POST OF THE GATE ACROSS THE
 DF2416'ROAD, 4.7 FEET NORTH OF A FENCE CORNER POST, 76.0 FEET
 DF2416'NORTHWEST OF ANOTHER FENCE CORNER POST, AND 2.0 FEET NORTHEAST
 DF2416'OF A WITNESS POST SET AT A FENCELINE BRACE.  IT IS A
 DF2416'STANDARD DISK STAMPED---117-207 1976 AZMK---, SET IN THE TOP
 DF2416'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2416'SURFACE OF THE GROUND.
 DF2416'
 DF2416'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF2416
 DF2416                          STATION RECOVERY (1994)
 DF2416
 DF2416'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 DF2416'THE STATION IS ABOUT 3.75 MI (6.03 KM) SOUTH-SOUTHEAST OF GODFREY, 6
 DF2416'MI (9.7 KM) EAST OF SHADY DALE, 6.25 MI (10.06 KM) NORTH OF WILLARD ON
 DF2416'THE PROPERTY OF PUTNAM COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION
 DF2416'FROM THE JUNCTION OF STATE HIGHWAYS 300 AND 213 LOCATED APPROXIMATELY
 DF2416'6 MI (9.7 KM) NORTHEAST OF EATONTON, GO NORTHWEST ALONG HIGHWAY 213
 DF2416'FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF PAVED COUNTY ROAD 18 (INDIAN
 DF2416'CREEK ROAD) TO THE RIGHT, TURN RIGHT GOING SOUTHEASTERLY ALONG COUNTY
 DF2416'ROAD 18 FOR 0.15 MI (0.24 KM) TO THE END OF PAVEMENT, CONTINUE GOING
 DF2416'SOUTHEAST ALONG UNPAVED COUNTY ROAD 18 FOR 0.15 MI (0.24 KM) TO A SILO
 DF2416'AND THE STATION ON THE LEFT. THE STATION IS RECESSED 8 CM BELOW THE
 DF2416'SURFACE OF THE GROUND.  LOCATED 25 FT (7.6 M) NORTH-NORTHEAST OF THE
 DF2416'CENTERLINE OF THE ROAD, 19.6 FT (6.0 M) EAST OF THE WESTERN MOST POST
 DF2416'AND LATCH POST OF A GATE, 51.2 FT (15.6 M) EAST-SOUTHEAST OF A POWER
 DF2416'POLE WITH A TRANSFORMER ATTACHED, 56.0 FT (17.1 M) NORTH OF THE
 DF2416'WESTERN MOST POST AND LATCH POST OF A GATE ON THE SOUTH SIDE OF THE
 DF2416'ROAD AND 3.0 FT (0.9 M) NORTH-NORTHEAST OF A WITNESS POST SET AT A
 DF2416'FENCELINE BRACE.
 DF2416
 DF2416                          STATION RECOVERY (2005)
 DF2416
 DF2416'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 DF2416'RECOVERED AS DESCRIBED.
 DF2416
 DF2416                          STATION RECOVERY (2005)
 DF2416
 DF2416'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 DF2416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2402 ***********************************************************************
 DF2402  DESIGNATION -  BV 117 208
 DF2402  PID         -  DF2402
 DF2402  STATE/COUNTY-  GA/PUTNAM
 DF2402  USGS QUAD   -  EATONTON (1985)
 DF2402
 DF2402                         *CURRENT SURVEY CONTROL
 DF2402  ___________________________________________________________________
 DF2402* NAD 83(1994)-  33 18 37.95965(N)    083 23 23.30286(W)     ADJUSTED  
 DF2402* NAVD 88     -       170.3    (meters)     559.     (feet)  VERTCON   
 DF2402  ___________________________________________________________________
 DF2402  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DF2402  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF2402
 DF2402  HORZ ORDER  -  SECOND
 DF2402
 DF2402.The horizontal coordinates were established by classical geodetic methods
 DF2402.and adjusted by the National Geodetic Survey in September 1997..
 DF2402
 DF2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2402
 DF2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2402
 DF2402.The geoid height was determined by GEOID03.
 DF2402
 DF2402;                    North         East     Units Scale Factor Converg.
 DF2402;SPC GA W     -   367,308.881   772,338.347   MT  0.99996450   +0 25 35.9
 DF2402;SPC GA W     - 1,205,079.22  2,533,913.39   sFT  0.99996450   +0 25 35.9
 DF2402;UTM  17      - 3,688,263.824   277,513.801   MT  1.00021033   -1 18 46.7
 DF2402
 DF2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2402!SPC GA W     -   0.99997759  x   0.99996450  =   0.99994209
 DF2402!UTM  17      -   0.99997759  x   1.00021033  =   1.00018792
 DF2402
 DF2402:                Primary Azimuth Mark                     Grid Az
 DF2402:SPC GA W     -  BV 117 208 AZ MK                         143 57 29.2
 DF2402:UTM  17      -  BV 117 208 AZ MK                         145 41 51.8
 DF2402
 DF2402|---------------------------------------------------------------------|
 DF2402| PID    Reference Object                     Distance      Geod. Az  |
 DF2402|                                                           dddmmss.s |
 DF2402| DF3357 BV 117 208 AZ MK                                   1442305.1 |
 DF2402| DF2395 MEDA PUTNAM LOT                     APPROX. 4.5 KM 1501659.5 |
 DF2402|---------------------------------------------------------------------|
 DF2402
 DF2402                          SUPERSEDED SURVEY CONTROL
 DF2402
 DF2402  NAD 83(1986)-  33 18 37.96469(N)    083 23 23.30151(W) AD(       ) 2
 DF2402  NAD 27      -  33 18 37.48337(N)    083 23 23.71944(W) AD(       ) 2
 DF2402  NGVD 29 (07/19/86)  170.4    (m)          559.     (f) VERT ANG       
 DF2402
 DF2402.Superseded values are not recommended for survey control.
 DF2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2402.See file dsdata.txt to determine how the superseded data were derived.
 DF2402
 DF2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7751488264(NAD 83)
 DF2402_MARKER: DD = SURVEY DISK
 DF2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2402_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2402+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 DF2402
 DF2402  HISTORY     - Date     Condition        Report By
 DF2402  HISTORY     - 1976     MONUMENTED       GADT
 DF2402  HISTORY     - 20010530 GOOD             GADT
 DF2402
 DF2402                          STATION DESCRIPTION
 DF2402
 DF2402'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2402'THE STATION IS ABOUT 3/4 MILE NORTH-NORTHWEST OF WARFIELD, 1
 DF2402'MILE SOUTH OF EATONTON, AND 5-1/4 MILES EAST OF WILLARD ON STATE
 DF2402'RIGHT OF WAY.
 DF2402'
 DF2402'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 129 AND
 DF2402'441 (STATE ROUTE 24) AND STATE ROUTE 16 TO THE WEST IN
 DF2402'EATONTON, GO SOUTH ALONG US HIGHWAYS 129 AND 441 (STATE ROUTE
 DF2402'24 AND STATE ROUTE 16) FOR 0.05 MILE TO THE JUNCTION OF STATE
 DF2402'ROUTE 16 (STATE ROUTE 44) TO THE LEFT. CONTINUE GOING SOUTH
 DF2402'ALONG US HIGHWAYS 129 AND 441 (STATE ROUTE 24 AND 44) FOR 1.1
 DF2402'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 90777 (NEW GLENWOOD
 DF2402'SPRING ROAD) TO THE RIGHT. CONTINUE GOING SOUTH ALONG US
 DF2402'HIGHWAYS 129 AND 441 (STATE ROUTES 24 AND 44) FOR 0.15 MILE
 DF2402'TO THE STATION ON THE LEFT.
 DF2402'
 DF2402'THE STATION IS LOCATED 36 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2402'OF THE HIGHWAY, 69.0 FEET EAST OF A POWER POLE WITH A
 DF2402'TRANSFORMER ATTACHED ON THE WEST SIDE OF THE HIGHWAY, 172.6
 DF2402'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK
 DF2402'RESIDENCE OF C.R. DOBSON ON THE WEST SIDE OF THE HIGHWAY, 7.6
 DF2402'FEET WEST-SOUTHWEST OF THE NEAR RAIL OF A RAILWAY TRACK, 129.4
 DF2402'FEET SOUTHEAST OF A 6 INCH ROUND HIGH PRESSURE GAS VALVE ON THE
 DF2402'WEST SIDE OF THE HIGHWAY, AND 3.0 FEET EAST-NORTHEAST OF A
 DF2402'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---117-208
 DF2402'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2402'POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF2402'UNDERGROUND STATION IS A STANDARD DISK STAMPED---117-208
 DF2402'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2402'0.90 METER BELOW THE SURFACE OF THE GROUND.
 DF2402'
 DF2402'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 DF2402'ALONG US HIGHWAYS 129 AND 441 FOR 0.1 MILE TO THE JUNCTION OF A
 DF2402'DRIVEWAY TO A GEORGIA DEPARTMENT OF TRANSPORTATION HIGHWAY
 DF2402'MAINTENANCE BARN TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 DF2402'IT IS LOCATED 64 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF2402'HIGHWAY, 65 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2402'CENTERLINES OF THE DRIVEWAY AND THE HIGHWAY, 47.4 FEET NORTH
 DF2402'OF A RAILWAY CROSSING SIGN, 15.4 FEET NORTHEAST OF THE NEAR
 DF2402'RAIL OF A RAILWAY TRACK, 2.7 FEET NORTH OF ANOTHER RAILWAY
 DF2402'CROSSING SIGN, AND 2.9 FEET NORTHEAST OF A WITNESS POST. IT
 DF2402'IS A STANDARD DISK STAMPED---117-208 1976 AZMK---, SET IN THE
 DF2402'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2402'SURFACE OF THE GROUND.
 DF2402'
 DF2402'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF2402
 DF2402                          STATION RECOVERY (2001)
 DF2402
 DF2402'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2390 ***********************************************************************
 DF2390  DESIGNATION -  BV 117 209
 DF2390  PID         -  DF2390
 DF2390  STATE/COUNTY-  GA/PUTNAM
 DF2390  USGS QUAD   -  MEDA (1972)
 DF2390
 DF2390                         *CURRENT SURVEY CONTROL
 DF2390  ___________________________________________________________________
 DF2390* NAD 83(1994)-  33 21 57.52703(N)    083 16 31.97587(W)     ADJUSTED  
 DF2390* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 DF2390  ___________________________________________________________________
 DF2390  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DF2390  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DF2390
 DF2390  HORZ ORDER  -  SECOND
 DF2390
 DF2390.The horizontal coordinates were established by classical geodetic methods
 DF2390.and adjusted by the National Geodetic Survey in September 1997..
 DF2390
 DF2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2390
 DF2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2390
 DF2390.The geoid height was determined by GEOID03.
 DF2390
 DF2390;                    North         East     Units Scale Factor Converg.
 DF2390;SPC GA W     -   373,541.984   782,925.347   MT  0.99998475   +0 29 24.5
 DF2390;SPC GA W     - 1,225,528.99  2,568,647.58   sFT  0.99998475   +0 29 24.5
 DF2390;UTM  17      - 3,694,173.649   288,287.499   MT  1.00015264   -1 15 07.1
 DF2390
 DF2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2390!SPC GA W     -   0.99997550  x   0.99998475  =   0.99996025
 DF2390!UTM  17      -   0.99997550  x   1.00015264  =   1.00012813
 DF2390
 DF2390:                Primary Azimuth Mark                     Grid Az
 DF2390:SPC GA W     -  BV 117 209 AZ MK                         331 13 13.0
 DF2390:UTM  17      -  BV 117 209 AZ MK                         332 57 44.6
 DF2390
 DF2390|---------------------------------------------------------------------|
 DF2390| PID    Reference Object                     Distance      Geod. Az  |
 DF2390|                                                           dddmmss.s |
 DF2390| DF3358 BV 117 209 AZ MK                                   3314237.5 |
 DF2390|---------------------------------------------------------------------|
 DF2390
 DF2390                          SUPERSEDED SURVEY CONTROL
 DF2390
 DF2390  NAD 83(1986)-  33 21 57.53224(N)    083 16 31.97436(W) AD(       ) 2
 DF2390  NAD 27      -  33 21 57.05106(N)    083 16 32.39880(W) AD(       ) 2
 DF2390  NGVD 29 (07/19/86)  183.9    (m)          603.     (f) VERT ANG       
 DF2390
 DF2390.Superseded values are not recommended for survey control.
 DF2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2390.See file dsdata.txt to determine how the superseded data were derived.
 DF2390
 DF2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8828794174(NAD 83)
 DF2390_MARKER: DD = SURVEY DISK
 DF2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2390
 DF2390  HISTORY     - Date     Condition        Report By
 DF2390  HISTORY     - 1976     MONUMENTED       GADT
 DF2390
 DF2390                          STATION DESCRIPTION
 DF2390
 DF2390'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2390'THE STATION IS ABOUT 7 MILES EAST-NORTHEAST OF EATONTON, 7-3/4
 DF2390'MILES NORTHEAST OF WARFIELD, AND 9-1/4 MILES NORTH-NORTHEAST OF
 DF2390'FLAT ROCK ON COUNTY RIGHT OF WAY.
 DF2390'
 DF2390'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 44 AND
 DF2390'STATE ROUTE 16 LOCATED APPROXIMATELY 1-1/4 MILES EAST-NORTHEAST
 DF2390'OF EATONTON, GO NORTHEAST ALONG STATE ROUTE 44 FOR 4.15 MILES
 DF2390'TO THE JUNCTION OF PAVED COUNTY ROAD 116 (NEW PHOENIX ROAD) TO
 DF2390'THE RIGHT. TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 116 FOR
 DF2390'2.75 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 92167 (OLD
 DF2390'PHOENIX ROAD) CROSSING. CONTINUE GOING SOUTHEAST ALONG COUNTY
 DF2390'ROAD 116 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DF2390'
 DF2390'THE STATION IS LOCATED 29 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 DF2390'85.5 FEET EAST OF A POWER POLE WITH A TRANSFORMER ATTACHED, 188.1 FEET
 DF2390'WEST-NORTHWEST OF ANOTHER POWER POLE WITH A TRANSFORMER, AND 2.1 FEET
 DF2390'FEET SOUTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 DF2390'BRASS DISK STAMPED---117-209 1976---, SET IN THE TOP OF A 10 INCH
 DF2390'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2390'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED---117-209 1976---,
 DF2390'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.86 METER BELOW
 DF2390'THE SURFACE OF THE GROUND.
 DF2390'
 DF2390'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF PAVED COUNTY ROADS
 DF2390'116 AND 92167, GO NORTH ALONG COUNTY ROAD 92167 FOR 0.25 MILE TO
 DF2390'THE AZIMUTH MARK ON THE RIGHT. IT IS LOCATED 37 FEET EAST OF THE
 DF2390'CENTERLINE OF THE ROAD, 65.1 FEET SOUTH OF AN 18 INCH CONCRETE
 DF2390'CULVERT PIPE UNDER A DRIVEWAY TO THE EAST, 35.5 FEET SOUTH OF A
 DF2390'FENCE CORNER POST, AND 1.8 FEET WEST OF A WITNESS POST SET AT A
 DF2390'FENCELINE. IT IS A STANDARD DISK STAMPED---117-209 1976
 DF2390'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2390'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2390'
 DF2390'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2378 ***********************************************************************
 DF2378  DESIGNATION -  BV 117 210
 DF2378  PID         -  DF2378
 DF2378  STATE/COUNTY-  GA/PUTNAM
 DF2378  USGS QUAD   -  HARMONY (1985)
 DF2378
 DF2378                         *CURRENT SURVEY CONTROL
 DF2378  ___________________________________________________________________
 DF2378* NAD 83(1994)-  33 22 42.03458(N)    083 18 52.40177(W)     ADJUSTED  
 DF2378* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 DF2378  ___________________________________________________________________
 DF2378  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DF2378  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DF2378
 DF2378  HORZ ORDER  -  SECOND
 DF2378
 DF2378.The horizontal coordinates were established by classical geodetic methods
 DF2378.and adjusted by the National Geodetic Survey in September 1997..
 DF2378
 DF2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2378
 DF2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2378
 DF2378.The geoid height was determined by GEOID03.
 DF2378
 DF2378;                    North         East     Units Scale Factor Converg.
 DF2378;SPC GA W     -   374,882.751   779,284.102   MT  0.99997747   +0 28 07.8
 DF2378;SPC GA W     - 1,229,927.83  2,556,701.26   sFT  0.99997747   +0 28 07.8
 DF2378;UTM  17      - 3,695,624.774   284,688.053   MT  1.00017159   -1 16 26.0
 DF2378
 DF2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2378!SPC GA W     -   0.99997705  x   0.99997747  =   0.99995452
 DF2378!UTM  17      -   0.99997705  x   1.00017159  =   1.00014864
 DF2378
 DF2378:                Primary Azimuth Mark                     Grid Az
 DF2378:SPC GA W     -  FREEMAN 2                                195 17 49.8
 DF2378:UTM  17      -  FREEMAN 2                                197 02 23.6
 DF2378
 DF2378|---------------------------------------------------------------------|
 DF2378| PID    Reference Object                     Distance      Geod. Az  |
 DF2378|                                                           dddmmss.s |
 DF2378| DF2391 FREEMAN 2                           APPROX. 3.3 KM 1954557.6 |
 DF2378| DF2379 BV 117 210 GADT PTA                  24.708 METERS 25415     |
 DF2378| DF3359 BV 117 210 AZ MK                                   2581135.2 |
 DF2378|---------------------------------------------------------------------|
 DF2378
 DF2378                          SUPERSEDED SURVEY CONTROL
 DF2378
 DF2378  NAD 83(1986)-  33 22 42.03967(N)    083 18 52.40024(W) AD(       ) 2
 DF2378  NAD 27      -  33 22 41.56066(N)    083 18 52.81905(W) AD(       ) 2
 DF2378  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 DF2378
 DF2378.Superseded values are not recommended for survey control.
 DF2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2378.See file dsdata.txt to determine how the superseded data were derived.
 DF2378
 DF2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8468895625(NAD 83)
 DF2378_MARKER: DD = SURVEY DISK
 DF2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2378
 DF2378  HISTORY     - Date     Condition        Report By
 DF2378  HISTORY     - 1976     MONUMENTED       GADT
 DF2378
 DF2378                          STATION DESCRIPTION
 DF2378
 DF2378'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2378'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF EATONTON, 6-3/4
 DF2378'MILES NORTHEAST OF WARFIELD, AND 9-3/4 MILES NORTH OF FLAT ROCK
 DF2378'ON COUNTY RIGHT OF WAY.
 DF2378'
 DF2378'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16, AND
 DF2378'STATE ROUTE 44 LOCATED APPROXIMATELY 1-1/4 MILES NORTHEAST OF
 DF2378'EATONTON, GO NORTHEAST ALONG STATE ROUTE 44 FOR 4.1 MILES TO
 DF2378'THE JUNCTION OF COUNTY ROAD 116 (NEW PHOENIX ROAD) TO THE RIGHT.
 DF2378'TURN RIGHT GOING SOUTHEAST ALONG PAVED COUNTY ROAD 116 FOR 0.3
 DF2378'MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING SOUTHEAST
 DF2378'ALONG COUNTY ROAD 116 FOR 0.15 MILE TO THE STATION ON THE
 DF2378'RIGHT.
 DF2378'
 DF2378'THE STATION IS LOCATED 28 FEET SOUTH OF THE CENTERLINE OF THE
 DF2378'ROAD, 192.0 FEET WEST-NORTHWEST OF A POWER POLE WITH A
 DF2378'TRANSFORMER ATTACHED, 116.5 FEET EAST-NORTHEAST OF A POWER POLE,
 DF2378'134.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 DF2378'BLOCK CHURCH BUILDING ON THE NORTH SIDE OF THE ROAD, AND 1.6
 DF2378'FEET NORTH OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF2378'STANDARD BRASS DISK STAMPED---117-210 1976---, SET IN THE TOP
 DF2378'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF2378'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF2378'DISK STAMPED---117-210 1976---, SET IN AN IRREGULAR MASS OF
 DF2378'CONCRETE APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE
 DF2378'GROUND.
 DF2378'
 DF2378'THE AZIMUTH MARK IS LOCATED 29 FEET NORTH OF THE CENTERLINE OF
 DF2378'THE ROAD, 61.0 FEET NORTHEAST OF THE EAST END OF AN 18 INCH
 DF2378'CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE SOUTH, 122.8 FEET
 DF2378'WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER ATTACHED ON
 DF2378'THE SOUTH SIDE OF THE ROAD, AND 1.4 FEET SOUTH OF A WITNESS POST
 DF2378'SET AT A FENCELINE. IT IS A STANDARD DISK STAMPED---117-210 1976
 DF2378'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2378'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2378'
 DF2378'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2393 ***********************************************************************
 DF2393  DESIGNATION -  BV 117 211
 DF2393  PID         -  DF2393
 DF2393  STATE/COUNTY-  GA/PUTNAM
 DF2393  USGS QUAD   -  MEDA (1972)
 DF2393
 DF2393                         *CURRENT SURVEY CONTROL
 DF2393  ___________________________________________________________________
 DF2393* NAD 83(1994)-  33 20 24.62291(N)    083 21 17.51388(W)     ADJUSTED  
 DF2393* NAVD 88     -       184.     (meters)     604.     (feet)  VERTCON   
 DF2393  ___________________________________________________________________
 DF2393  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DF2393  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF2393
 DF2393  HORZ ORDER  -  SECOND
 DF2393
 DF2393.The horizontal coordinates were established by classical geodetic methods
 DF2393.and adjusted by the National Geodetic Survey in September 1997..
 DF2393
 DF2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2393
 DF2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2393
 DF2393.The geoid height was determined by GEOID03.
 DF2393
 DF2393;                    North         East     Units Scale Factor Converg.
 DF2393;SPC GA W     -   370,619.583   775,566.465   MT  0.99997038   +0 26 46.3
 DF2393;SPC GA W     - 1,215,941.08  2,544,504.31   sFT  0.99997038   +0 26 46.3
 DF2393;UTM  17      - 3,691,475.715   280,841.750   MT  1.00019221   -1 17 41.2
 DF2393
 DF2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2393!SPC GA W     -   0.99997547  x   0.99997038  =   0.99994585
 DF2393!UTM  17      -   0.99997547  x   1.00019221  =   1.00016767
 DF2393
 DF2393:                Primary Azimuth Mark                     Grid Az
 DF2393:SPC GA W     -  MEDA PUTNAM LOT                          187 49 51.4
 DF2393:UTM  17      -  MEDA PUTNAM LOT                          189 34 18.9
 DF2393
 DF2393|---------------------------------------------------------------------|
 DF2393| PID    Reference Object                     Distance      Geod. Az  |
 DF2393|                                                           dddmmss.s |
 DF2393| DF2395 MEDA PUTNAM LOT                     APPROX. 7.2 KM 1881637.7 |
 DF2393| DF2394 BV 117 211 GADT PTA                  19.091 METERS 24259     |
 DF2393| DF3360 BV 117 211 AZ MK                                   2632515.2 |
 DF2393|---------------------------------------------------------------------|
 DF2393
 DF2393                          SUPERSEDED SURVEY CONTROL
 DF2393
 DF2393  NAD 83(1986)-  33 20 24.62783(N)    083 21 17.51236(W) AD(       ) 2
 DF2393  NAD 27      -  33 20 24.14483(N)    083 21 17.92956(W) AD(       ) 2
 DF2393  NGVD 29 (07/19/86)  184.     (m)          604.     (f) VERT ANG       
 DF2393
 DF2393.Superseded values are not recommended for survey control.
 DF2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2393.See file dsdata.txt to determine how the superseded data were derived.
 DF2393
 DF2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8084291476(NAD 83)
 DF2393_MARKER: DD = SURVEY DISK
 DF2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2393
 DF2393  HISTORY     - Date     Condition        Report By
 DF2393  HISTORY     - 1976     MONUMENTED       GADT
 DF2393
 DF2393                          STATION DESCRIPTION
 DF2393
 DF2393'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2393'THE STATION IS ABOUT 2-1/4 MILES EAST-NORTHEAST OF EATONTON,
 DF2393'3-1/4 MILES NORTH-NORTHEAST OF WARFIELD, AND 7-1/2 MILES NORTH-
 DF2393'NORTHWEST OF FLAT ROCK ON STATE RIGHT OF WAY.
 DF2393'
 DF2393'TO REACH THE STATION FROM THE US POST OFFICE IN EATONTON, GO
 DF2393'SOUTH ALONG US HIGHWAY 129 AND US HIGHWAY 441 FOR 0.1 MILE TO
 DF2393'THE JUNCTION OF STATE ROUTE 16 TO THE RIGHT. CONTINUE GOING
 DF2393'SOUTH ALONG US HIGHWAY 129 AND US HIGHWAY 441 FOR 0.1 MILE TO
 DF2393'THE JUNCTION OF STATE ROUTE 16 TO THE LEFT. TURN LEFT GOING
 DF2393'NORTHEASTERLY ALONG STATE ROUTE 16 FOR 1.2 MILES TO THE
 DF2393'JUNCTION OF STATE ROUTE 44 TO THE LEFT. CONTINUE GOING EAST
 DF2393'ALONG STATE ROUTE 16 FOR 0.55 MILE TO THE JUNCTION OF COUNTY
 DF2393'ROAD 141 TO THE LEFT. CONTINUE GOING EAST ALONG STATE ROUTE
 DF2393'16 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
 DF2393'GOING EAST ALONG STATE ROUTE 16 FOR 0.15 MILE TO THE STATION
 DF2393'ON THE LEFT.
 DF2393'
 DF2393'THE STATION IS LOCATED 41 FEET NORTH OF THE CENTERLINE OF THE
 DF2393'ROAD, 65.5 FEET EAST OF THE EAST END OF AN 18 INCH CONCRETE
 DF2393'CULVERT PIPE UNDER A DRIVEWAY TO THE NORTH, 19.0 FEET EAST-
 DF2393'SOUTHEAST OF AN 8 INCH CROOKED PINE TREE, 77.0 FEET WEST-
 DF2393'NORTHWEST OF THE WEST END OF AN 18 INCH CONCRETE CULVERT PIPE
 DF2393'UNDER A DRIVEWAY TO THE SOUTH, 92.6 FEET NORTH-NORTHWEST OF A
 DF2393'4 INCH CEDAR TREE ON THE SOUTHSIDE OF THE ROAD AT A FENCELINE,
 DF2393'AND 2.8 FEET SOUTH OF A WITNESS POST. IT IS A STANDARD BRASS
 DF2393'DISK STAMPED---117-211 1976---, SET IN THE TOP OF A 10 INCH
 DF2393'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2393'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2393'STAMPED---117-211 1976---, SET IN AN IRREGULAR MASS OF
 DF2393'CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 DF2393'GROUND.
 DF2393'
 DF2393'THE AZIMUTH MARK IS LOCATED 47 FEET NORTH-NORTHWEST OF THE
 DF2393'CENTERLINE OF THE ROAD, 20.2 FEET EAST OF A TELEPHONE POLE,
 DF2393'74.0 FEET NORTH-NORTHEAST OF THE EAST END OF AN 18 INCH
 DF2393'CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE SOUTH, 93.0 FEET
 DF2393'WEST-NORTHWEST OF THE WEST END OF ANOTHER 18 INCH CONCRETE
 DF2393'CULVERT PIPE UNDER ANOTHER DRIVEWAY TO THE SOUTH, AND 2.8 FEET
 DF2393'SOUTH-SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2393'STAMPED---117-211 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2393'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2393'GROUND.
 DF2393'
 DF2393'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2407 ***********************************************************************
 DF2407  DESIGNATION -  BV 117 212
 DF2407  PID         -  DF2407
 DF2407  STATE/COUNTY-  GA/PUTNAM
 DF2407  USGS QUAD   -  EATONTON (1985)
 DF2407
 DF2407                         *CURRENT SURVEY CONTROL
 DF2407  ___________________________________________________________________
 DF2407* NAD 83(1994)-  33 20 12.83193(N)    083 28 11.27640(W)     ADJUSTED  
 DF2407* NAVD 88     -       144.     (meters)     472.     (feet)  VERTCON   
 DF2407  ___________________________________________________________________
 DF2407  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DF2407  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF2407
 DF2407  HORZ ORDER  -  SECOND
 DF2407
 DF2407.The horizontal coordinates were established by classical geodetic methods
 DF2407.and adjusted by the National Geodetic Survey in September 1997..
 DF2407
 DF2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2407
 DF2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2407
 DF2407.The geoid height was determined by GEOID03.
 DF2407
 DF2407;                    North         East     Units Scale Factor Converg.
 DF2407;SPC GA W     -   370,178.925   764,870.044   MT  0.99995187   +0 22 58.7
 DF2407;SPC GA W     - 1,214,495.36  2,509,411.14   sFT  0.99995187   +0 22 58.7
 DF2407;UTM  17      - 3,691,360.191   270,134.089   MT  1.00025149   -1 21 28.4
 DF2407
 DF2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2407!SPC GA W     -   0.99998175  x   0.99995187  =   0.99993362
 DF2407!UTM  17      -   0.99998175  x   1.00025149  =   1.00023323
 DF2407
 DF2407:                Primary Azimuth Mark                     Grid Az
 DF2407:SPC GA W     -  BURGESS                                  048 52 04.0
 DF2407:UTM  17      -  BURGESS                                  050 36 31.1
 DF2407
 DF2407|---------------------------------------------------------------------|
 DF2407| PID    Reference Object                     Distance      Geod. Az  |
 DF2407|                                                           dddmmss.s |
 DF2407| DF2403 BURGESS                             APPROX. 2.0 KM 0491502.7 |
 DF2407| DF3361 BV 117 212 AZ MK                                   0542040.7 |
 DF2407| DF2406 BV 117 212 GADT PTA                  16.617 METERS 08052     |
 DF2407|---------------------------------------------------------------------|
 DF2407
 DF2407                          SUPERSEDED SURVEY CONTROL
 DF2407
 DF2407  NAD 83(1986)-  33 20 12.83748(N)    083 28 11.27532(W) AD(       ) 2
 DF2407  NAD 27      -  33 20 12.36666(N)    083 28 11.67941(W) AD(       ) 2
 DF2407  NGVD 29 (07/19/86)  144.     (m)          472.     (f) VERT ANG       
 DF2407
 DF2407.Superseded values are not recommended for survey control.
 DF2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2407.See file dsdata.txt to determine how the superseded data were derived.
 DF2407
 DF2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7013491360(NAD 83)
 DF2407_MARKER: DD = SURVEY DISK
 DF2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2407
 DF2407  HISTORY     - Date     Condition        Report By
 DF2407  HISTORY     - 1976     MONUMENTED       GADT
 DF2407
 DF2407                          STATION DESCRIPTION
 DF2407
 DF2407'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2407'THE STATION IS ABOUT 2-1/4 MILES NORTH-NORTHEAST OF WILLARD,
 DF2407'4-3/4 MILES WEST-NORTHWEST OF EATONTON, AND 8-1/4 MILES EAST-
 DF2407'SOUTHEAST OF SHADY DALE ON COUNTY RIGHT OF WAY.
 DF2407'
 DF2407'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF2407'STATE ROUTE 142 IN THE COMMUNITY OF WILLARD LOCATED ABOUT 5-1/2
 DF2407'MILES WEST OF EATONTON, GO NORTHWEST ALONG STATE ROUTE 142 FOR
 DF2407'1.25 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 29 CROSSING.
 DF2407'TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 29 FOR 1.75 MILES
 DF2407'TO A STREAM FORD.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 DF2407'29 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 DF2407'
 DF2407'THE STATION IS LOCATED ON THE WEST SIDE OF A DIM TRACK ROAD 28
 DF2407'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 22.4
 DF2407'FEET EAST-SOUTHEAST OF A 3 INCH OAK TREE, 197.5 FEET SOUTH OF A
 DF2407'30 INCH OAK TREE, 87.1 FEET WEST OF A 4 INCH PINE TREE ON THE
 DF2407'SOUTH SIDE OF THE COUNTY ROAD (THE LARGEST NEAR THE ROAD), 84.5
 DF2407'FEET NORTH-NORTHWEST OF A 6 INCH PINE TREE WITH A POSTED SIGN
 DF2407'ATTACHED ON THE SOUTH SIDE OF THE ROAD, AND 3.3 FEET NORTH-
 DF2407'NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2407'STAMPED---117-212 1976---, SET IN THE TOP OF A 10 INCH
 DF2407'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF2407'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2407'STAMPED---117-212 1976---, SET IN AN IRREGULAR MASS OF
 DF2407'CONCRETE APPROXIMATELY 0.92 METER BELOW THE SURFACE OF THE
 DF2407'GROUND.
 DF2407'
 DF2407'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF2407'NORTHEAST ALONG COUNTY ROAD 29 FOR 0.05 MILE TO THE AZIMUTH
 DF2407'MARK ON THE LEFT. IT IS LOCATED 19 FEET NORTH-NORTHWEST OF THE
 DF2407'CENTERLINE OF THE ROAD, 53.1 FEET SOUTHEAST OF A 6 INCH PINE
 DF2407'TREE, 72.9 FEET EAST OF A 4 INCH PINE TREE, 51.1 FEET NORTH-
 DF2407'NORTHEAST OF A 6 INCH PINE TREE ON THE SOUTH SIDE OF THE ROAD,
 DF2407'50.5 FEET WEST-NORTHWEST OF ANOTHER 6 INCH PINE TREE ON THE
 DF2407'SOUTH SIDE OF THE ROAD, AND 3.0 FEET
 DF2407'SOUTH-SOUTHEAST OF A WITNESS POST.
 DF2407'IT IS A STANDARD DISK STAMPED---117-212 1976 AZMK---, SET IN
 DF2407'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 DF2407'THE SURFACE OF THE GROUND.
 DF2407'
 DF2407'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2389 ***********************************************************************
 DF2389  DESIGNATION -  BV 117 213
 DF2389  PID         -  DF2389
 DF2389  STATE/COUNTY-  GA/PUTNAM
 DF2389  USGS QUAD   -  MEDA (1972)
 DF2389
 DF2389                         *CURRENT SURVEY CONTROL
 DF2389  ___________________________________________________________________
 DF2389* NAD 83(1994)-  33 15 41.60353(N)    083 16 30.98253(W)     ADJUSTED  
 DF2389* NAVD 88     -       137.     (meters)     449.     (feet)  VERTCON   
 DF2389  ___________________________________________________________________
 DF2389  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DF2389  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF2389
 DF2389  HORZ ORDER  -  SECOND
 DF2389
 DF2389.The horizontal coordinates were established by classical geodetic methods
 DF2389.and adjusted by the National Geodetic Survey in September 1997..
 DF2389
 DF2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2389
 DF2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2389
 DF2389.The geoid height was determined by GEOID03.
 DF2389
 DF2389;                    North         East     Units Scale Factor Converg.
 DF2389;SPC GA W     -   361,961.219   783,049.989   MT  0.99998501   +0 29 20.1
 DF2389;SPC GA W     - 1,187,534.43  2,569,056.51   sFT  0.99998501   +0 29 20.1
 DF2389;UTM  17      - 3,682,592.489   288,060.466   MT  1.00015384   -1 14 54.1
 DF2389
 DF2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2389!SPC GA W     -   0.99998284  x   0.99998501  =   0.99996785
 DF2389!UTM  17      -   0.99998284  x   1.00015384  =   1.00013668
 DF2389
 DF2389:                Primary Azimuth Mark                     Grid Az
 DF2389:SPC GA W     -  BV 117 213 AZ MK                         108 00 11.6
 DF2389:UTM  17      -  BV 117 213 AZ MK                         109 44 25.8
 DF2389
 DF2389|---------------------------------------------------------------------|
 DF2389| PID    Reference Object                     Distance      Geod. Az  |
 DF2389|                                                           dddmmss.s |
 DF2389| DF3362 BV 117 213 AZ MK                                   1082931.7 |
 DF2389| DF2388 BV 117 213 GADT RM 1                 23.834 METERS 17453     |
 DF2389|---------------------------------------------------------------------|
 DF2389
 DF2389                          SUPERSEDED SURVEY CONTROL
 DF2389
 DF2389  NAD 83(1986)-  33 15 41.60845(N)    083 16 30.98123(W) AD(       ) 2
 DF2389  NAD 27      -  33 15 41.11462(N)    083 16 31.41513(W) AD(       ) 2
 DF2389  NGVD 29 (07/19/86)  137.     (m)          449.     (f) VERT ANG       
 DF2389
 DF2389.Superseded values are not recommended for survey control.
 DF2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2389.See file dsdata.txt to determine how the superseded data were derived.
 DF2389
 DF2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8806082592(NAD 83)
 DF2389_MARKER: DD = SURVEY DISK
 DF2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2389+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 DF2389
 DF2389  HISTORY     - Date     Condition        Report By
 DF2389  HISTORY     - 1976     MONUMENTED       GADT
 DF2389  HISTORY     - 20010530 GOOD             GADT
 DF2389
 DF2389                          STATION DESCRIPTION
 DF2389
 DF2389'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2389'THE STATION IS ABOUT 3 MILES NORTHEAST OF FLAT ROCK, 6-3/4 MILES
 DF2389'EAST-SOUTHEAST OF WARFIELD, AND 8 MILES SOUTHEAST OF EATONTON ON
 DF2389'COUNTY RIGHT OF WAY.
 DF2389'
 DF2389'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 (STATE
 DF2389'ROUTE 24) AND US HIGHWAY 129 (STATE ROUTE 44) IN WARFIELD
 DF2389'LOCATED APPROXIMATELY 1-3/4 MILES SOUTH OF EATONTON, GO
 DF2389'SOUTHEAST ALONG US HIGHWAY 441 (STATE ROUTE 24) FOR 1.35 MILES
 DF2389'TO THE JUNCTION OF PAVED COUNTY ROAD 65 TO THE RIGHT AND THE
 DF2389'GEORGIA RAILWAY CROSSING. CONTINUE GOING SOUTHEAST ALONG US
 DF2389'HIGHWAY 441 (STATE ROUTE 24) FOR 4.85 MILES TO THE JUNCTION OF
 DF2389'PAVED COUNTY ROAD 92166 (PEA RIDGE ROAD) TO THE LEFT AND PAVED
 DF2389'COUNTY ROAD 72 (TWIN BRIDGES ROAD) TO THE RIGHT. TURN LEFT
 DF2389'GOING EAST TO NORTH ALONG COUNTY ROAD 92166 FOR 2.9 MILES TO
 DF2389'THE JUNCTION OF COUNTY ROAD 90 (DIRT LEFT, PAVED RIGHT)
 DF2389'CROSSING. TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 90
 DF2389'FOR 1.55 MILES TO THE JUNCTION OF COUNTY ROAD 108 TO THE
 DF2389'LEFT. TURN LEFT GOING NORTHEAST ALONG PAVED COUNTY ROAD 108
 DF2389'FOR 0.25 MILE TO THE JUNCTION OF A PAVED ROAD TO THE LEFT.
 DF2389'CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 108 FOR 0.4
 DF2389'MILE TO THE STATION ON THE LEFT.
 DF2389'
 DF2389'THE STATION IS LOCATED 37 FEET NORTH OF THE CENTERLINE OF THE
 DF2389'ROAD, 76.6 FEET EAST OF A POWER POLE, 123.0 FEET SOUTH-SOUTHEAST
 DF2389'OF A 6 AND 12 INCH FORKED OAK TREE, 281.8 FEET NORTHWEST OF A
 DF2389'POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 2.9 FEET SOUTH
 DF2389'OF A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---117-213
 DF2389'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2389'2 INCHES ABOVE THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF2389'STATION IS A STANDARD DISK STAMPED---117-213 1976---, SET IN
 DF2389'THE TOP OF A 5 INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY
 DF2389'0.90 METER BELOW THE SURFACE OF THE GROUND.
 DF2389'
 DF2389'RM 1 IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 DF2389'115.5 FEET SOUTHEAST OF THE POWER POLE ON THE NORTH SIDE OF THE
 DF2389'ROAD, 196.0 FEET SOUTH-SOUTHEAST OF THE 6 AND 12 INCH FORKED
 DF2389'OAK TREE, 252.1 FEET WEST-NORTHWEST OF THE POWER POLE ON THE
 DF2389'SOUTH SIDE OF THE ROAD, AND 2.7 FEET SOUTH OF A WITNESS POST.
 DF2389'IT IS A STANDARD DISK STAMPED---117-213 1976 RM 1---, SET IN
 DF2389'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 DF2389'THE SURFACE OF THE GROUND.
 DF2389'
 DF2389'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 DF2389'ALONG COUNTY ROAD 108 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 DF2389'LEFT. IT IS LOCATED 39 FEET NORTH-NORTHEAST OF THE CENTERLINE
 DF2389'OF THE ROAD, 157 FEET NORTHWEST OF THE POINT OF INTERSECTION OF
 DF2389'THE CENTER LINES OF COUNTY ROADS 108 AND 165, 231.0 FEET NORTH-
 DF2389'NORTHWEST OF A POWER POLE ON THE WEST SIDE OF COUNTY ROAD 165,
 DF2389'91.0 FEET NORTH-NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF
 DF2389'COUNTY ROAD 108, AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS
 DF2389'POST. IT IS A STANDARD DISK STAMPED---117-213 1976 AZMK---,
 DF2389'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2389'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF2389'
 DF2389'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
 DF2389
 DF2389                          STATION RECOVERY (2001)
 DF2389
 DF2389'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2255 ***********************************************************************
 DF2255  DESIGNATION -  BV 117 214
 DF2255  PID         -  DF2255
 DF2255  STATE/COUNTY-  GA/PUTNAM
 DF2255  USGS QUAD   -  ROCKVILLE (1986)
 DF2255
 DF2255                         *CURRENT SURVEY CONTROL
 DF2255  ___________________________________________________________________
 DF2255* NAD 83(1994)-  33 18 17.84804(N)    083 11 04.61929(W)     ADJUSTED  
 DF2255* NAVD 88     -       136.     (meters)     446.     (feet)  VERTCON   
 DF2255  ___________________________________________________________________
 DF2255  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DF2255  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DF2255
 DF2255  HORZ ORDER  -  SECOND
 DF2255
 DF2255.The horizontal coordinates were established by classical geodetic methods
 DF2255.and adjusted by the National Geodetic Survey in September 1997..
 DF2255
 DF2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2255
 DF2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2255
 DF2255.The geoid height was determined by GEOID03.
 DF2255
 DF2255;                    North         East     Units Scale Factor Converg.
 DF2255;SPC GA W     -   366,850.379   791,451.370   MT  1.00000308   +0 32 21.4
 DF2255;SPC GA W     - 1,203,574.95  2,596,620.04   sFT  1.00000308   +0 32 21.4
 DF2255;UTM  17      - 3,687,225.191   296,607.466   MT  1.00011006   -1 11 59.9
 DF2255
 DF2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2255!SPC GA W     -   0.99998302  x   1.00000308  =   0.99998610
 DF2255!UTM  17      -   0.99998302  x   1.00011006  =   1.00009308
 DF2255
 DF2255:                Primary Azimuth Mark                     Grid Az
 DF2255:SPC GA W     -  BV 117 214 AZ MK                         024 28 34.4
 DF2255:UTM  17      -  BV 117 214 AZ MK                         026 12 55.7
 DF2255
 DF2255|---------------------------------------------------------------------|
 DF2255| PID    Reference Object                     Distance      Geod. Az  |
 DF2255|                                                           dddmmss.s |
 DF2255| DF3363 BV 117 214 AZ MK                                   0250055.8 |
 DF2255| DF2254 BV 117 214 GADT RM 1                 18.482 METERS 04140     |
 DF2255| DF3364 BV 117 214 RM 2                      11.546 METERS 29815     |
 DF2255| DF2257 ROCKVILLE                           APPROX. 4.4 KM 3432851.9 |
 DF2255|---------------------------------------------------------------------|
 DF2255
 DF2255                          SUPERSEDED SURVEY CONTROL
 DF2255
 DF2255  NAD 83(1986)-  33 18 17.85301(N)    083 11 04.61784(W) AD(       ) 2
 DF2255  NAD 27      -  33 18 17.35812(N)    083 11 05.05771(W) AD(       ) 2
 DF2255  NGVD 29 (07/19/86)  136.     (m)          446.     (f) VERT ANG       
 DF2255
 DF2255.Superseded values are not recommended for survey control.
 DF2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2255.See file dsdata.txt to determine how the superseded data were derived.
 DF2255
 DF2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9660787225(NAD 83)
 DF2255_MARKER: DD = SURVEY DISK
 DF2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2255
 DF2255  HISTORY     - Date     Condition        Report By
 DF2255  HISTORY     - 1976     MONUMENTED       GADT
 DF2255
 DF2255                          STATION DESCRIPTION
 DF2255
 DF2255'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2255'THE STATION IS ABOUT 8-1/4 MILES NORTHWEST OF DEVERAUX, 9 MILES
 DF2255'EAST-NORTHEAST OF FLAT ROCK, AND 12 MILES EAST OF EATONTON ON
 DF2255'THE PROPERTY OF INTERNATIONAL PAPER COMPANY.
 DF2255'
 DF2255'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 16 AND 77
 DF2255'LOCATED APPROXIMATELY 7-1/2 MILES NORTHWEST OF SPARTA, GO WEST
 DF2255'ALONG STATE ROUTE 16 FOR 4.3 MILES TO THE WEST END OF A BRIDGE
 DF2255'OVER THE OCONEE RIVER. CONTINUE GOING WEST ALONG STATE ROUTE 16
 DF2255'FOR 2.65 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 111 (SPARTA
 DF2255'ROAD) TO THE LEFT. TURN LEFT GOING SOUTH ALONG COUNTY ROAD 111
 DF2255'FOR 1.25 MILES TO THE JUNCTION OF A
 DF2255'TRACK WOODS ROAD TO THE LEFT.
 DF2255'CONTINUE GOING SOUTH ALONG COUNTY ROAD 111 FOR 1.3 MILES TO
 DF2255'THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTH ALONG
 DF2255'COUNTY ROAD 111 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF2255'
 DF2255'THE STATION IS LOCATED 19 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2255'ROAD, 340 FEET EAST-SOUTHEAST OF AN 8 INCH FORKED POPLAR TREE ON THE
 DF2255'WESTERN SIDE OF THE ROAD, 320 FEET SOUTH OF A 6 INCH PINE TREE AT THE
 DF2255'NORTHWESTERN CORNER OF A WOODS LINE, AND 2.7 FEET SOUTHEAST OF A
 DF2255'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---117-214 1976---,
 DF2255'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2255'THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2255'STAMPED---117-214 1976---, SET IN THE TOP OF A 5 INCH CYLINDRICAL
 DF2255'CONCRETE BLOCK APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 DF2255'GROUND.
 DF2255'
 DF2255'RM 1 IS LOCATED 23 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 DF2255'ROAD, 262.0 FEET SOUTH OF THE 6 INCH PINE TREE LOCATED AT THE
 DF2255'WOODLINE CORNER, 371 FEET EAST OF THE 8 INCH FORKED POPLAR
 DF2255'TREE, AND 3.5 FEET EAST-SOUTHEAST OF A WITNESS POST. IT IS A
 DF2255'STANDARD DISK STAMPED---117-214 1976 RM 1---, SET IN THE TOP OF
 DF2255'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE
 DF2255'OF THE GROUND.
 DF2255'
 DF2255'RM 2 IS LOCATED 19 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 DF2255'303 FEET EAST-SOUTHEAST OF THE 8 INCH FORKED POPLAR TREE, 326
 DF2255'FEET SOUTH-SOUTHWEST OF THE 6 INCH PINE TREE, AND 4.4 FEET
 DF2255'NORTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2255'STAMPED---117-214 1976 RM 2---, SET IN THE TOP OF A 10 INCH
 DF2255'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF2255'GROUND.
 DF2255'
 DF2255'THE AZIMUTH MARK IS LOCATED 17 FEET EAST-SOUTHEAST OF THE
 DF2255'CENTERLINE OF THE ROAD, 38.0 FEET EAST-SOUTHEAST OF A 10 INCH
 DF2255'WHITE OAK TREE ON THE WEST SIDE OF THE ROAD, 84.3 FEET EAST-
 DF2255'SOUTHEAST OF AN 8 INCH WHITE OAK TREE ON THE WEST SIDE OF THE
 DF2255'ROAD, 185.3 FEET SOUTH-SOUTHEAST OF A 6 INCH POPLAR TREE ON THE
 DF2255'WEST SIDE OF THE ROAD, AND 3.4 FEET EAST-SOUTHEAST OF A WITNESS
 DF2255'POST. IT IS A STANDARD DISK STAMPED---117-214 1976 AZMK---,
 DF2255'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES
 DF2255'BELOW THE SURFACE OF THE GROUND.
 DF2255'
 DF2255'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2339 ***********************************************************************
 DF2339  DESIGNATION -  BV 117 215
 DF2339  PID         -  DF2339
 DF2339  STATE/COUNTY-  GA/PUTNAM
 DF2339  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF2339
 DF2339                         *CURRENT SURVEY CONTROL
 DF2339  ___________________________________________________________________
 DF2339* NAD 83(1994)-  33 14 02.49455(N)    083 19 43.65655(W)     ADJUSTED  
 DF2339* NAVD 88     -       153.8    (meters)     505.     (feet)  VERTCON   
 DF2339  ___________________________________________________________________
 DF2339  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DF2339  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DF2339
 DF2339  HORZ ORDER  -  SECOND
 DF2339
 DF2339.The horizontal coordinates were established by classical geodetic methods
 DF2339.and adjusted by the National Geodetic Survey in September 1997..
 DF2339
 DF2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2339
 DF2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2339
 DF2339.The geoid height was determined by GEOID03.
 DF2339
 DF2339;                    North         East     Units Scale Factor Converg.
 DF2339;SPC GA W     -   358,866.766   778,087.882   MT  0.99997516   +0 27 33.2
 DF2339;SPC GA W     - 1,177,382.05  2,552,776.66   sFT  0.99997516   +0 27 33.2
 DF2339;UTM  17      - 3,679,649.288   283,005.912   MT  1.00018058   -1 16 36.5
 DF2339
 DF2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2339!SPC GA W     -   0.99998018  x   0.99997516  =   0.99995534
 DF2339!UTM  17      -   0.99998018  x   1.00018058  =   1.00016075
 DF2339
 DF2339:                Primary Azimuth Mark                     Grid Az
 DF2339:SPC GA W     -  BV 117 215 AZ MK                         307 11 22.9
 DF2339:UTM  17      -  BV 117 215 AZ MK                         308 55 32.6
 DF2339
 DF2339|---------------------------------------------------------------------|
 DF2339| PID    Reference Object                     Distance      Geod. Az  |
 DF2339|                                                           dddmmss.s |
 DF2339| DF3365 BV 117 215 AZ MK                                   3073856.1 |
 DF2339|---------------------------------------------------------------------|
 DF2339
 DF2339                          SUPERSEDED SURVEY CONTROL
 DF2339
 DF2339  NAD 83(1986)-  33 14 02.49924(N)    083 19 43.65530(W) AD(       ) 2
 DF2339  NAD 27      -  33 14 02.00379(N)    083 19 44.08469(W) AD(       ) 2
 DF2339  NGVD 29 (07/19/86)  153.9    (m)          505.     (f) VERT ANG       
 DF2339
 DF2339.Superseded values are not recommended for survey control.
 DF2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2339.See file dsdata.txt to determine how the superseded data were derived.
 DF2339
 DF2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8300679649(NAD 83)
 DF2339_MARKER: DD = SURVEY DISK
 DF2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2339
 DF2339  HISTORY     - Date     Condition        Report By
 DF2339  HISTORY     - 1976     MONUMENTED       GADT
 DF2339
 DF2339                          STATION DESCRIPTION
 DF2339
 DF2339'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2339'THE STATION IS ABOUT 1/2 MILE WEST-SOUTHWEST OF FLAT ROCK,
 DF2339'5-3/4 MILES SOUTH-SOUTHEAST OF WARFIELD, AND 10-1/4 MILES
 DF2339'SOUTHEAST OF WILLARD ON THE PROPERTY OF MELVIN THOMPSON.
 DF2339'
 DF2339'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 129 (STATE
 DF2339'ROUTE 44) AND US HIGHWAY 441 (STATE ROUTE 24) IN WARFIELD
 DF2339'LOCATED ABOUT 2 MILES SOUTH OF EATONTON, GO SOUTHWEST ALONG US
 DF2339'HIGHWAY 441 FOR 1.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF2339'66 TO THE RIGHT. CONTINUE GOING SOUTHWEST ALONG US HIGHWAY 441
 DF2339'FOR 4.3 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 72 (TWIN
 DF2339'BRIDGES ROAD) TO THE RIGHT, AND PAVED COUNTY ROAD 92166 (PEA
 DF2339'RIDGE ROAD) TO THE LEFT. TURN RIGHT GOING SOUTHWEST ALONG
 DF2339'COUNTY ROAD 72 FOR 0.45 MILE TO THE JUNCTION OF A DRIVEWAY TO
 DF2339'THE MELVIN THOMPSON RESIDENCE TO THE RIGHT. TURN RIGHT GOING
 DF2339'NORTHWEST ALONG THE DIRT DRIVEWAY FOR 0.1 MILE TO THE HOUSE
 DF2339'AND END OF THE DRIVEWAY. CONTINUE ONLY AFTER CONTACTING
 DF2339'SOMEONE AT THE HOUSE. OBSERVE THE FOLLOWING RULES- DO NOT
 DF2339'DRIVE IN SAME TRACKS AS OTHERS, DO NOT LITTER ON PROPERTY, AND
 DF2339'DO NOT DRIVE FURTHER IF GROUND IS WET. CONTINUE GOING
 DF2339'NORTHWESTERLY THROUGH A PASTURE HEADING TOWARD THREE POWER
 DF2339'LINE H-FRAME STEEL TOWERS FOR 0.15 MILE TO THE STATION.
 DF2339'
 DF2339'THE STATION IS LOCATED 116.5 FEET NORTH-NORTHEAST OF THE CENTER
 DF2339'LINE OF THE CENTER ONE OF THREE POWERLINES, 49.2 FEET NORTHEAST
 DF2339'OF THE SOUTHWESTERN LEG OF THE NORTHEASTERN H-FRAME POWER LINE
 DF2339'TOWER, 28.0 FEET NORTHEAST OF THE NORTHEASTERN LEG OF THE TOWER,
 DF2339'63.2 FEET WEST OF AN 8 INCH PINE TREE, AND 2.3 FEET SOUTHEAST
 DF2339'OF A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---117-215
 DF2339'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2339'2 INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF2339'STATION IS A STANDARD DISK STAMPED---117-215 1976---, SET IN
 DF2339'THE TOP OF A 5 INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY
 DF2339'0.84 METER BELOW THE SURFACE OF THE GROUND.
 DF2339'
 DF2339'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY FOR 0.05
 DF2339'MILE TO A WOODS LINE. TURN RIGHT GOING NORTHWESTERLY ALONG THE
 DF2339'WOODS LINE FOR 0.1 MILE TO A WOODS ROAD FORKING TO THE LEFT.
 DF2339'TURN LEFT GOING NORTHWESTERLY ALONG THE WOODS ROAD FOR 0.15 MILE
 DF2339'TO ITS EXIT FROM THE WOODS AT THE POWER LINE AND THE AZIMUTH
 DF2339'MARK ON THE LEFT. IT IS LOCATED 135 FEET SOUTHEAST OF THE CENTER
 DF2339'LINE OF THE CENTER ONE OF THE THREE POWERLINES,
 DF2339'281.6 FEET SOUTH-SOUTHEAST OF THE SOUTHWESTERN LEG OF THE
 DF2339'SOUTHWESTERN H-FRAME POWER LINE TOWER, 286.3 FEET
 DF2339'SOUTH-SOUTHEAST OF THE NORTHEASTERN LEG OF THE SAME TOWER,
 DF2339'16.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE WOODS
 DF2339'ROAD WHERE IT EXITS THE WOODS, AND 2.9 FEET NORTHEAST OF A
 DF2339'WITNESS POST SET AT THE EDGE OF THE WOODS.  IT IS A STANDARD
 DF2339'DISK STAMPED---117-215 1976 AZMK---, SET IN THE TOP OF A
 DF2339'10 INCH CYLINDRICAL CONCRETE POST 3 INCHES
 DF2339'BELOW THE SURFACE OF THE GROUND.
 DF2339'
 DF2339'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2340 ***********************************************************************
 DF2340  DESIGNATION -  BV 117 216
 DF2340  PID         -  DF2340
 DF2340  STATE/COUNTY-  GA/PUTNAM
 DF2340  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF2340
 DF2340                         *CURRENT SURVEY CONTROL
 DF2340  ___________________________________________________________________
 DF2340* NAD 83(1994)-  33 14 45.51002(N)    083 22 04.44971(W)     ADJUSTED  
 DF2340* NAVD 88     -       165.6    (meters)     543.     (feet)  VERTCON   
 DF2340  ___________________________________________________________________
 DF2340  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DF2340  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DF2340
 DF2340  HORZ ORDER  -  SECOND
 DF2340
 DF2340.The horizontal coordinates were established by classical geodetic methods
 DF2340.and adjusted by the National Geodetic Survey in September 1997..
 DF2340
 DF2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2340
 DF2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2340
 DF2340.The geoid height was determined by GEOID03.
 DF2340
 DF2340;                    North         East     Units Scale Factor Converg.
 DF2340;SPC GA W     -   360,163.372   774,432.768   MT  0.99996829   +0 26 16.5
 DF2340;SPC GA W     - 1,181,636.00  2,540,784.84   sFT  0.99996829   +0 26 16.5
 DF2340;UTM  17      - 3,681,056.356   279,390.973   MT  1.00020008   -1 17 55.3
 DF2340
 DF2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2340!SPC GA W     -   0.99997832  x   0.99996829  =   0.99994661
 DF2340!UTM  17      -   0.99997832  x   1.00020008  =   1.00017839
 DF2340
 DF2340:                Primary Azimuth Mark                     Grid Az
 DF2340:SPC GA W     -  BV 117 216 AZ MK                         101 52 26.7
 DF2340:UTM  17      -  BV 117 216 AZ MK                         103 36 38.5
 DF2340
 DF2340|---------------------------------------------------------------------|
 DF2340| PID    Reference Object                     Distance      Geod. Az  |
 DF2340|                                                           dddmmss.s |
 DF2340| DF3366 BV 117 216 AZ MK                                   1021843.2 |
 DF2340|---------------------------------------------------------------------|
 DF2340
 DF2340                          SUPERSEDED SURVEY CONTROL
 DF2340
 DF2340  NAD 83(1986)-  33 14 45.51495(N)    083 22 04.44850(W) AD(       ) 2
 DF2340  NAD 27      -  33 14 45.02301(N)    083 22 04.87315(W) AD(       ) 2
 DF2340  NGVD 29 (07/19/86)  165.7    (m)          544.     (f) VERT ANG       
 DF2340
 DF2340.Superseded values are not recommended for survey control.
 DF2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2340.See file dsdata.txt to determine how the superseded data were derived.
 DF2340
 DF2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7939181056(NAD 83)
 DF2340_MARKER: DD = SURVEY DISK
 DF2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2340
 DF2340  HISTORY     - Date     Condition        Report By
 DF2340  HISTORY     - 1976     MONUMENTED       GADT
 DF2340
 DF2340                          STATION DESCRIPTION
 DF2340
 DF2340'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2340'THE STATION IS ABOUT 3 MILES WEST OF FLAT ROCK, 4 MILES SOUTH OF
 DF2340'WARFIELD, AND 7-3/4 MILES SOUTHEAST OF WILLARD ON THE PROPERTY
 DF2340'OF JERRY AVANT.
 DF2340'
 DF2340'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 129 (STATE
 DF2340'ROUTE 44) AND US HIGHWAY 441 (STATE ROUTE 24) IN WARFIELD
 DF2340'LOCATED APPROXIMATELY 2 MILES SOUTH OF EATONTON, GO SOUTHEAST
 DF2340'ALONG US HIGHWAY 441 FOR 1.85 MILES TO THE JUNCTION OF PAVED
 DF2340'COUNTY ROAD 66 TO THE RIGHT. TURN RIGHT GOING SOUTH ALONG
 DF2340'COUNTY ROAD 66 FOR 2.3 MILES TO THE JUNCTION OF PAVED COUNTY
 DF2340'ROAD 88 TO THE RIGHT. TURN RIGHT GOING SOUTHWEST ALONG COUNTY
 DF2340'ROAD 88 FOR 0.1 MILE TO A RAILWAY CROSSING. CONTINUE GOING
 DF2340'SOUTHWEST ALONG COUNTY ROAD 88 FOR 0.2 MILE TO THE STATION ON
 DF2340'THE RIGHT.
 DF2340'
 DF2340'THE STATION IS LOCATED 214 FEET NORTH-NORTHWEST OF THE CENTER
 DF2340'LINE OF THE ROAD, 45.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DF2340'CORNER OF THE AVANT RESIDENCE, 36.7 FEET WEST-SOUTHWEST OF THE
 DF2340'WESTERN MOST POST AND HINGE POST OF A GATE IN A FENCELINE
 DF2340'CONNECTED TO THE HOUSE, 23.9 FEET SOUTH-SOUTHEAST OF A FENCE
 DF2340'CORNER POST, 71.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 DF2340'OF THE FRONT PORCH OF THE HOUSE, 57.0 FEET NORTHWEST OF A 16
 DF2340'INCH POPLAR TREE, AND 2.0 FEET WEST-SOUTHWEST OF A WITNESS
 DF2340'POST SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF2340'STAMPED---117-216 1976---, SET IN THE TOP OF A 10 INCH
 DF2340'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2340'THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF2340'STAMPED---117-216 1976---, SET IN THE TOP OF A 5 INCH
 DF2340'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.88 METER
 DF2340'BELOW THE SURFACE OF THE GROUND.
 DF2340'
 DF2340'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 88
 DF2340'AND COUNTY ROAD 66, CONTINUE GOING SOUTH ALONG COUNTY ROAD 66
 DF2340'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT. IT IS LOCATED
 DF2340'40 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 47.0 FEET
 DF2340'NORTHEAST OF THE NORTHEASTERN MOST RAIL OF THE RAILWAY TRACK,
 DF2340'262 FEET WEST-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 DF2340'CENTERLINES OF COUNTY ROAD 66 AND A DRIVEWAY TO THE SOUTHWEST,
 DF2340'AND 2.9 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD
 DF2340'DISK STAMPED---117-216 1976 AZMK---, SET IN THE TOP OF A 10
 DF2340'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF2340'OF THE GROUND.
 DF2340'
 DF2340'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2369 ***********************************************************************
 DF2369  DESIGNATION -  BV 117 217
 DF2369  PID         -  DF2369
 DF2369  STATE/COUNTY-  GA/PUTNAM
 DF2369  USGS QUAD   -  RESSEAUS CROSSROADS (1985)
 DF2369
 DF2369                         *CURRENT SURVEY CONTROL
 DF2369  ___________________________________________________________________
 DF2369* NAD 83(1994)-  33 14 26.53886(N)    083 25 55.64168(W)     ADJUSTED  
 DF2369* NAVD 88     -       172.6    (meters)     566.     (feet)  VERTCON   
 DF2369  ___________________________________________________________________
 DF2369  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DF2369  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DF2369
 DF2369  HORZ ORDER  -  SECOND
 DF2369
 DF2369.The horizontal coordinates were established by classical geodetic methods
 DF2369.and adjusted by the National Geodetic Survey in September 1997..
 DF2369
 DF2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2369
 DF2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2369
 DF2369.The geoid height was determined by GEOID03.
 DF2369
 DF2369;                    North         East     Units Scale Factor Converg.
 DF2369;SPC GA W     -   359,535.045   768,452.402   MT  0.99995775   +0 24 09.6
 DF2369;SPC GA W     - 1,179,574.56  2,521,164.26   sFT  0.99995775   +0 24 09.6
 DF2369;UTM  17      - 3,680,609.429   273,392.793   MT  1.00023316   -1 20 01.5
 DF2369
 DF2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2369!SPC GA W     -   0.99997721  x   0.99995775  =   0.99993496
 DF2369!UTM  17      -   0.99997721  x   1.00023316  =   1.00021037
 DF2369
 DF2369:                Primary Azimuth Mark                     Grid Az
 DF2369:SPC GA W     -  BV 117 217 AZ MK                         001 10 46.2
 DF2369:UTM  17      -  BV 117 217 AZ MK                         002 54 57.3
 DF2369
 DF2369|---------------------------------------------------------------------|
 DF2369| PID    Reference Object                     Distance      Geod. Az  |
 DF2369|                                                           dddmmss.s |
 DF2369| DF3367 BV 117 217 AZ MK                                   0013455.8 |
 DF2369|---------------------------------------------------------------------|
 DF2369
 DF2369                          SUPERSEDED SURVEY CONTROL
 DF2369
 DF2369  NAD 83(1986)-  33 14 26.54403(N)    083 25 55.64053(W) AD(       ) 2
 DF2369  NAD 27      -  33 14 26.05750(N)    083 25 56.05965(W) AD(       ) 2
 DF2369  NGVD 29 (07/19/86)  172.7    (m)          567.     (f) VERT ANG       
 DF2369
 DF2369.Superseded values are not recommended for survey control.
 DF2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2369.See file dsdata.txt to determine how the superseded data were derived.
 DF2369
 DF2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7339380609(NAD 83)
 DF2369_MARKER: DD = SURVEY DISK
 DF2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2369
 DF2369  HISTORY     - Date     Condition        Report By
 DF2369  HISTORY     - 1976     MONUMENTED       GADT
 DF2369
 DF2369                          STATION DESCRIPTION
 DF2369
 DF2369'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2369'THE STATION IS ABOUT 4-1/4 MILES EAST-NORTHEAST OF
 DF2369'STANFORDVILLE, 5-1/2 MILES SOUTH-SOUTHEAST OF WILLARD, AND 5
 DF2369'MILES SOUTHWEST OF WARFIELD ON THE PROPERTY OF BILLY WOOTEN.
 DF2369'
 DF2369'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 129 (STATE
 DF2369'ROUTE 44) AND US HIGHWAY 441 (STATE ROUTE 24) IN WARFIELD
 DF2369'LOCATED APPROXIMATELY 2 MILES SOUTH OF EATONTON, GO SOUTHWEST
 DF2369'ALONG US HIGHWAY 129 (STATE ROUTE 44) FOR 3.4 MILES TO A
 DF2369'BRIDGE OVER LITTLE RIVER. CONTINUE GOING SOUTHWEST ALONG US
 DF2369'HIGHWAY 129 FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT ON
 DF2369'TOP OF A 15 FOOT CUT BANK. CONTINUE GOING SOUTHWEST ALONG US
 DF2369'HIGHWAY 129 FOR 0.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD
 DF2369'60 FORKING TO THE LEFT. TURN LEFT GOING SOUTHEAST ALONG
 DF2369'COUNTY ROAD 60 FOR 0.1 MILE TO THE STATION ON THE LEFT.  THE
 DF2369'WOOTEN RESIDENCE IS LOCATED 0.1 MILE SOUTH-SOUTHEAST OF THE
 DF2369'STATION ON THE WEST SIDE OF THE ROAD.
 DF2369'
 DF2369'THE STATION IS LOCATED 19 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF2369'OF THE ROAD, 119.9 FEET WEST-SOUTHWEST OF A POWER POLE, 184.3
 DF2369'FEET NORTH-NORTHWEST OF ANOTHER POWER POLE, 42.2 FEET NORTHEAST
 DF2369'OF A 6 INCH PINE TREE ON THE WEST SIDE OF THE ROAD, AND 3.6
 DF2369'FEET EAST-NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS
 DF2369'A STANDARD BRASS DISK STAMPED---117-217 1976---, SET IN THE TOP
 DF2369'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE
 DF2369'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF2369'DISK STAMPED---117-217 1976---, SET IN THE TOP OF A 5 INCH
 DF2369'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.89 METER BELOW
 DF2369'THE SURFACE OF THE GROUND.
 DF2369'
 DF2369'THE AZIMUTH MARK IS LOCATED 49 FEET (SLOPE) WEST-NORTHWEST OF
 DF2369'THE CENTERLINE OF THE ROAD, 27.6 FEET SOUTH-SOUTHWEST OF A
 DF2369'POWER POLE, 195 FEET NORTH OF THE POINT OF INTERSECTION OF THE
 DF2369'CENTERLINES OF US HIGHWAY 129 AND DIRT COUNTY ROAD 59, AND 3.2
 DF2369'FEET EAST-SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2369'STAMPED---117-217 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2369'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2369'
 DF2369'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2332 ***********************************************************************
 DF2332  DESIGNATION -  BV 117 218
 DF2332  PID         -  DF2332
 DF2332  STATE/COUNTY-  GA/PUTNAM
 DF2332  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF2332
 DF2332                         *CURRENT SURVEY CONTROL
 DF2332  ___________________________________________________________________
 DF2332* NAD 83(1994)-  33 11 49.20876(N)    083 17 41.71179(W)     ADJUSTED  
 DF2332* NAVD 88     -       107.     (meters)     351.     (feet)  VERTCON   
 DF2332  ___________________________________________________________________
 DF2332  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DF2332  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF2332
 DF2332  HORZ ORDER  -  SECOND
 DF2332
 DF2332.The horizontal coordinates were established by classical geodetic methods
 DF2332.and adjusted by the National Geodetic Survey in September 1997..
 DF2332
 DF2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2332
 DF2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2332
 DF2332.The geoid height was determined by GEOID03.
 DF2332
 DF2332;                    North         East     Units Scale Factor Converg.
 DF2332;SPC GA W     -   354,786.551   781,279.140   MT  0.99998143   +0 28 38.4
 DF2332;SPC GA W     - 1,163,995.54  2,563,246.65   sFT  0.99998143   +0 28 38.4
 DF2332;UTM  17      - 3,675,473.502   286,072.754   MT  1.00016429   -1 15 25.2
 DF2332
 DF2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2332!SPC GA W     -   0.99998754  x   0.99998143  =   0.99996897
 DF2332!UTM  17      -   0.99998754  x   1.00016429  =   1.00015183
 DF2332
 DF2332|---------------------------------------------------------------------|
 DF2332| PID    Reference Object                     Distance      Geod. Az  |
 DF2332|                                                           dddmmss.s |
 DF2332| DF2333 BV 117 218 GADT RM 1                 17.265 METERS 30836     |
 DF2332| DF3368 BV 117 218 AZ MK                                   3512338.9 |
 DF2332| DF3369 BV 117 218 RM 2                      27.385 METERS 35656     |
 DF2332|---------------------------------------------------------------------|
 DF2332
 DF2332                          SUPERSEDED SURVEY CONTROL
 DF2332
 DF2332  NAD 83(1986)-  33 11 49.21305(N)    083 17 41.71062(W) AD(       ) 2
 DF2332  NAD 27      -  33 11 48.70887(N)    083 17 42.14652(W) AD(       ) 2
 DF2332  NGVD 29 (07/19/86)  107.     (m)          351.     (f) VERT ANG       
 DF2332
 DF2332.Superseded values are not recommended for survey control.
 DF2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2332.See file dsdata.txt to determine how the superseded data were derived.
 DF2332
 DF2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8607375474(NAD 83)
 DF2332_MARKER: DD = SURVEY DISK
 DF2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2332
 DF2332  HISTORY     - Date     Condition        Report By
 DF2332  HISTORY     - 1976     MONUMENTED       GADT
 DF2332
 DF2332                          STATION DESCRIPTION
 DF2332
 DF2332'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2332'THE STATION IS ABOUT 3 MILES EAST-SOUTHEAST OF FLAT ROCK, 9
 DF2332'MILES NORTH-NORTHWEST OF MILLEDGEVILLE, AND 12 MILES WEST OF
 DF2332'STANFORDVILLE ON STATE RIGHT OF WAY.
 DF2332'
 DF2332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 DF2332'(COLUMBIA STREET, STATE ROUTE 24) AND STATE ROUTE 22 (MONTGOMERY
 DF2332'STREET) IN NORTHWESTERN MILLEDGEVILLE, GO NORTH ALONG U.S.
 DF2332'HIGHWAY 441 FOR 5.35 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF2332'91792 (AIRPORT ROAD) TO THE RIGHT. CONTINUE GOING NORTH ALONG
 DF2332'U.S. HIGHWAY 441 AND STATE ROUTE 24 FOR 3.5 MILES TO THE NORTH
 DF2332'END OF A BRIDGE OVER LAKE SINCLAIR AND THE STATION ON THE RIGHT.
 DF2332'
 DF2332'THE STATION IS LOCATED 17 FEET EAST OF THE CENTERLINE OF THE
 DF2332'HIGHWAY, 47.0 FEET NORTHEAST OF THE NORTH END OF THE BRIDGE AT
 DF2332'THE JUNCTION OF THE WEST EDGE OF PAVEMENT, 26.4 FEET NORTH-
 DF2332'NORTHWEST OF A POWER POLE, 121.5 FEET SOUTH OF ANOTHER POWER
 DF2332'POLE, AND 3.0 FEET EAST OF A WITNESS POST. IT IS A STANDARD
 DF2332'BRASS DISK STAMPED---117-218 1976---, SET IN THE TOP OF A 10
 DF2332'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF2332'THE GROUND WITH FERROUS METAL RODS EMBEDDED.  THE UNDERGROUND
 DF2332'STATION IS A STANDARD DISK STAMPED---117-218 1976---, SET
 DF2332'IN THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 1.00
 DF2332'METER BELOW THE SURFACE OF THE GROUND.
 DF2332'
 DF2332'RM 1 IS LOCATED 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 DF2332'77.0 FEET NORTH-NORTHWEST OF THE NORTH END OF THE BRIDGE AT
 DF2332'THE JUNCTION OF THE WEST EDGE OF PAVEMENT, 81.0 FEET NORTHWEST
 DF2332'OF THE POWER POLE ON THE EAST SIDE OF THE ROAD, 93.8 FEET
 DF2332'SOUTHWEST OF THE OTHER POWER POLE ON THE EAST SIDE OF THE ROAD,
 DF2332'AND 3.3 FEET WEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2332'STAMPED---117-218 RM 1---, SET IN THE TOP OF A 10 INCH
 DF2332'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF2332'GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2332'
 DF2332'RM 2 IS LOCATED 22.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 DF2332'114.8 FEET NORTH OF THE POWER POLE, 31.3 FEET SOUTH OF THE OTHER
 DF2332'POWER POLE, 130.8 FEET NORTH-NORTHEAST OF THE NORTH END OF THE
 DF2332'BRIDGE AT THE JUNCTION OF THE WEST EDGE OF PAVEMENT,
 DF2332'AND 2.0 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2332'STAMPED---117-218 1976 RM 2---, SET IN THE TOP OF A 10 INCH
 DF2332'CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE
 DF2332'GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2332'
 DF2332'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG U.S.
 DF2332'HIGHWAY 441 FOR 0.45 MILE TO THE MARK ON THE LEFT. IT IS LOCATED
 DF2332'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 72.0 FEET SOUTH
 DF2332'OF A 4 INCH PERSIMMON TREE, 115.5 FEET NORTH OF UNDERGROUND
 DF2332'TELEPHONE CABLE PEDESTAL NUMBER 167, 86.4 FEET WEST-NORTHWEST
 DF2332'OF A ROAD SIGN ON THE EASTERN SIDE OF THE HIGHWAY, AND 2.5
 DF2332'FEET WEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF2332'STAMPED---117-218 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF2332'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2332'GROUND WITH FERROUS METAL RODS EMBEDDED.
 DF2332'
 DF2332'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2368 ***********************************************************************
 DF2368  DESIGNATION -  BV 117 219
 DF2368  PID         -  DF2368
 DF2368  STATE/COUNTY-  GA/PUTNAM
 DF2368  USGS QUAD   -  RESSEAUS CROSSROADS (1985)
 DF2368
 DF2368                         *CURRENT SURVEY CONTROL
 DF2368  ___________________________________________________________________
 DF2368* NAD 83(1994)-  33 11 51.71266(N)    083 24 26.70466(W)     ADJUSTED  
 DF2368* NAVD 88     -       133.     (meters)     436.     (feet)  VERTCON   
 DF2368  ___________________________________________________________________
 DF2368  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DF2368  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF2368
 DF2368  HORZ ORDER  -  SECOND
 DF2368
 DF2368.The horizontal coordinates were established by classical geodetic methods
 DF2368.and adjusted by the National Geodetic Survey in September 1997..
 DF2368
 DF2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2368
 DF2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2368
 DF2368.The geoid height was determined by GEOID03.
 DF2368
 DF2368;                    North         East     Units Scale Factor Converg.
 DF2368;SPC GA W     -   354,781.938   770,789.325   MT  0.99996176   +0 24 56.6
 DF2368;SPC GA W     - 1,163,980.41  2,528,831.31   sFT  0.99996176   +0 24 56.6
 DF2368;UTM  17      - 3,675,786.442   275,585.286   MT  1.00022098   -1 19 07.3
 DF2368
 DF2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2368!SPC GA W     -   0.99998344  x   0.99996176  =   0.99994520
 DF2368!UTM  17      -   0.99998344  x   1.00022098  =   1.00020442
 DF2368
 DF2368:                Primary Azimuth Mark                     Grid Az
 DF2368:SPC GA W     -  BV 117 219 AZ MK                         085 25 30.6
 DF2368:UTM  17      -  BV 117 219 AZ MK                         087 09 34.5
 DF2368
 DF2368|---------------------------------------------------------------------|
 DF2368| PID    Reference Object                     Distance      Geod. Az  |
 DF2368|                                                           dddmmss.s |
 DF2368| DF3370 BV 117 219 AZ MK                                   0855027.2 |
 DF2368| DF2367 BV 117 219 GADT PTA                  20.346 METERS 15149     |
 DF2368|---------------------------------------------------------------------|
 DF2368
 DF2368                          SUPERSEDED SURVEY CONTROL
 DF2368
 DF2368  NAD 83(1986)-  33 11 51.71764(N)    083 24 26.70350(W) AD(       ) 2
 DF2368  NAD 27      -  33 11 51.22259(N)    083 24 27.12731(W) AD(       ) 2
 DF2368  NGVD 29 (07/19/86)  133.     (m)          436.     (f) VERT ANG       
 DF2368
 DF2368.Superseded values are not recommended for survey control.
 DF2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2368.See file dsdata.txt to determine how the superseded data were derived.
 DF2368
 DF2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7558575786(NAD 83)
 DF2368_MARKER: DD = SURVEY DISK
 DF2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2368_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2368
 DF2368  HISTORY     - Date     Condition        Report By
 DF2368  HISTORY     - 1976     MONUMENTED       GADT
 DF2368
 DF2368                          STATION DESCRIPTION
 DF2368
 DF2368'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF2368'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF FLAT ROCK, 7-1/4
 DF2368'MILES SOUTH-SOUTHWEST OF WARFIELD, AND 11-1/2 MILES NORTH OF
 DF2368'HADDOCK ON COUNTY RIGHT OF WAY.
 DF2368'
 DF2368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 DF2368'(STATE ROUTE 44) AND STATE ROUTE 212 LOCATED APPROXIMATELY 9
 DF2368'MILES SOUTH-SOUTHWEST OF EATONTON, GO EAST AND THEN SOUTHEAST
 DF2368'ALONG STATE ROUTE 212 FOR 0.9 MILE TO THE JUNCTION OF PAVED
 DF2368'COUNTY ROAD 72 TO THE LEFT. TURN LEFT GOING EAST ALONG COUNTY
 DF2368'ROAD 72 FOR 0.8 MILE TO THE STATION ON THE LEFT.
 DF2368'
 DF2368'THE STATION IS LOCATED 32 FEET NORTH OF THE CENTERLINE OF THE
 DF2368'ROAD, 69 FEET WEST-NORTHWEST OF THE POINT OF INTERSECTION OF
 DF2368'THE CENTERLINES OF THE ROAD AND A DRIVE WAY TO THE SOUTHEAST,
 DF2368'64.4 FEET EAST OF A POWER POLE, 42.4 FEET WEST OF A FENCE
 DF2368'CORNER POST, 82.9 FEET NORTH OF A TELEPHONE POLE ON THE SOUTH
 DF2368'SIDE OF THE ROAD, AND 3.1 FEET NORTH OF A WITNESS POST. IT IS
 DF2368'A STANDARD BRASS DISK STAMPED---117-219 1976---, SET IN THE TOP
 DF2368'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF2368'SURFACE OF THE GROUND WITH FERROUS METAL RODS EMBEDDED.  THE
 DF2368'UNDERGROUND STATION IS A STANDARD DISK
 DF2368'STAMPED---117-219 1976---,
 DF2368'SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY
 DF2368'0.90 METER BELOW THE SURFACE OF THE GROUND.
 DF2368'
 DF2368'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG COUNTY
 DF2368'ROAD 72 FOR 0.4 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 75 TO
 DF2368'THE LEFT AND THE MARK ON THE LEFT. IT IS LOCATED 31 FEET WEST-
 DF2368'SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 75, 94 FEET NORTH-
 DF2368'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2368'THE COUNTY ROADS, 35.4 FEET NORTH-NORTHWEST OF THE NORTHEAST
 DF2368'CORNER OF A CONCRETE BASE FOR A FORESTRY SIGN (LEAVE CLEAN CAMP
 DF2368'AND DEAD FIRE), 14.5 FEET NORTH OF A 16 INCH PINE TREE, AND
 DF2368'2.0 FEET EAST-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.
 DF2368'IT IS A STANDARD DISK STAMPED---117-219 1976 AZMK---, SET IN
 DF2368'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF2368'THE SURFACE OF THE GROUND WITH FERROUS METAL RODS
 DF2368'EMBEDDED.
 DF2368'
 DF2368'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1456 ***********************************************************************
 ED1456  DESIGNATION -  BV 119 10 SHDSAM 1975
 ED1456  PID         -  ED1456
 ED1456  STATE/COUNTY-  GA/RABUN
 ED1456  USGS QUAD   -  DILLARD (1988)
 ED1456
 ED1456                         *CURRENT SURVEY CONTROL
 ED1456  ___________________________________________________________________
 ED1456* NAD 83(1994)-  34 56 31.34604(N)    083 23 15.62979(W)     ADJUSTED  
 ED1456* NAVD 88     -       650.     (meters)    2133.     (feet)  VERTCON   
 ED1456  ___________________________________________________________________
 ED1456  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 ED1456  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 ED1456
 ED1456  HORZ ORDER  -  SECOND
 ED1456
 ED1456.The horizontal coordinates were established by classical geodetic methods
 ED1456.and adjusted by the National Geodetic Survey in September 1997..
 ED1456.No horizontal observational check was made to the station.
 ED1456
 ED1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1456
 ED1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1456
 ED1456.The geoid height was determined by GEOID03.
 ED1456
 ED1456;                    North         East     Units Scale Factor Converg.
 ED1456;SPC GA W     -   548,271.737   771,156.480   MT  0.99996238   +0 26 46.3
 ED1456;SPC GA W     - 1,798,788.19  2,530,035.88   sFT  0.99996238   +0 26 46.3
 ED1456;UTM  17      - 3,869,218.769   281,945.303   MT  1.00018605   -1 22 05.1
 ED1456
 ED1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1456!SPC GA W     -   0.99990254  x   0.99996238  =   0.99986492
 ED1456!UTM  17      -   0.99990254  x   1.00018605  =   1.00008857
 ED1456
 ED1456                          SUPERSEDED SURVEY CONTROL
 ED1456
 ED1456  NAD 83(1986)-  34 56 31.35872(N)    083 23 15.64649(W) AD(       ) 2
 ED1456  NAD 27      -  34 56 31.03140(N)    083 23 16.07115(W) AD(       ) 2
 ED1456  NGVD 29 (07/19/86)  650.     (m)         2133.     (f) VERT ANG       
 ED1456
 ED1456.Superseded values are not recommended for survey control.
 ED1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1456.See file dsdata.txt to determine how the superseded data were derived.
 ED1456
 ED1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8194569219(NAD 83)
 ED1456_MARKER: DD = SURVEY DISK
 ED1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1456+STABILITY: SURFACE MOTION
 ED1456
 ED1456  HISTORY     - Date     Condition        Report By
 ED1456  HISTORY     - 1976     MONUMENTED       GADT
 ED1456
 ED1456                          STATION DESCRIPTION
 ED1456
 ED1456'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 ED1456'THE STATION IS BV 119-10 (SHDSAM) SET BY THE GEORGIA STATE
 ED1456'HIGHWAY DEPARTMENT, OFFICE OF SURVEYS AND AERIAL MAPPING.  IT
 ED1456'IS A STATE HIGHWAY DEPARTMENT, SURVEYS AND AERIAL MAPPING
 ED1456'STANDARD BRASS DISK SET IN THE TOP OF AN 8 INCH CYLINDRICAL
 ED1456'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND STAMPED
 ED1456'119-10.  TO REACH THE STATION FROM THE U.S. POST OFFICE IN
 ED1456'MOUNTAIN CITY, GO NORTHERLY ALONG U.S. HIGHWAY 23 AND 411
 ED1456'(STATE ROUTE 15) FOR 1.65 MILES TO THE STATION ON THE RIGHT.
 ED1456'IT IS LOCATED 28 FEET EAST OF THE CENTER LINE OF THE
 ED1456'HIGHWAY, 42 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 ED1456'CENTERLINES OF THE HIGHWAY AND A DIRT DRIVEWAY TO THE
 ED1456'EAST-NORTHEAST, 7.5 FEET NORTHWEST OF A POWER POLE, AND
 ED1456'109.5 FEET WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1382 ***********************************************************************
 ED1382  DESIGNATION -  BV 119 200
 ED1382  PID         -  ED1382
 ED1382  STATE/COUNTY-  GA/RABUN
 ED1382  USGS QUAD   -  SATOLAH (1982)
 ED1382
 ED1382                         *CURRENT SURVEY CONTROL
 ED1382  ___________________________________________________________________
 ED1382* NAD 83(1994)-  34 57 41.15729(N)    083 14 16.79828(W)     ADJUSTED  
 ED1382* NAVD 88     -       817.2    (meters)    2681.     (feet)  VERTCON   
 ED1382  ___________________________________________________________________
 ED1382  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 ED1382  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ED1382
 ED1382  HORZ ORDER  -  SECOND
 ED1382
 ED1382.The horizontal coordinates were established by classical geodetic methods
 ED1382.and adjusted by the National Geodetic Survey in September 1997..
 ED1382
 ED1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1382
 ED1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1382
 ED1382.The geoid height was determined by GEOID03.
 ED1382
 ED1382;                    North         East     Units Scale Factor Converg.
 ED1382;SPC GA W     -   550,539.668   784,808.887   MT  0.99998862   +0 31 55.9
 ED1382;SPC GA W     - 1,806,228.89  2,574,827.16   sFT  0.99998862   +0 31 55.9
 ED1382;UTM  17      - 3,871,053.561   295,665.078   MT  1.00011462   -1 16 58.3
 ED1382
 ED1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1382!SPC GA W     -   0.99987636  x   0.99998862  =   0.99986498
 ED1382!UTM  17      -   0.99987636  x   1.00011462  =   0.99999096
 ED1382
 ED1382|---------------------------------------------------------------------|
 ED1382| PID    Reference Object                     Distance      Geod. Az  |
 ED1382|                                                           dddmmss.s |
 ED1382| ED2877 BV 119 200 RM 1                      16.130 METERS 02715     |
 ED1382| ED1381 BURRELL                             APPROX. 5.8 KM 1520002.3 |
 ED1382| ED2878 BV 119 200 RM 2                      12.946 METERS 20657     |
 ED1382|---------------------------------------------------------------------|
 ED1382
 ED1382                          SUPERSEDED SURVEY CONTROL
 ED1382
 ED1382  NAD 83(1986)-  34 57 41.16788(N)    083 14 16.78342(W) AD(       ) 2
 ED1382  NAD 27      -  34 57 40.85058(N)    083 14 17.22548(W) AD(       ) 2
 ED1382  NGVD 29 (07/19/86)  817.2    (m)         2681.     (f) VERT ANG       
 ED1382
 ED1382.Superseded values are not recommended for survey control.
 ED1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1382.See file dsdata.txt to determine how the superseded data were derived.
 ED1382
 ED1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9566571054(NAD 83)
 ED1382_MARKER: DD = SURVEY DISK
 ED1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1382
 ED1382  HISTORY     - Date     Condition        Report By
 ED1382  HISTORY     - 1975     MONUMENTED       GADT
 ED1382
 ED1382                          STATION DESCRIPTION
 ED1382
 ED1382'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1382'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST-NORTHWEST OF
 ED1382'PINE MOUNTAIN, 9 MILES EAST-NORTHEAST OF MOUNTAIN CITY, AND 8-1/2
 ED1382'MILES EAST OF DILLARD ON THE PROPERTY OF MR. MAC GATES.
 ED1382'
 ED1382'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF U.S. HIGHWAY
 ED1382'441 (U.S. HIGHWAY 23, STATE ROUTE 15), U.S. HIGHWAY 76 (STATE
 ED1382'ROUTE 2), AND WARWOMAN ROAD IN CLAYTON, GO EAST ALONG WARWOMAN
 ED1382'ROAD FOR 0.5 MILE TO ITS TERMINATION AT THE JUNCTION OF COUNTY
 ED1382'ROAD 90884 CROSSING.  TURN RIGHT, GOING EASTERLY ALONG COUNTY
 ED1382'ROAD 90884 FOR 8.8 MILES TO THE JUNCTION OF SARAH CREEK ROAD TO
 ED1382'THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD 90884 FOR
 ED1382'4.7 MILES TO A BRIDGE OVER THE WEST FORK CHATTOOGA RIVER AND THE
 ED1382'JUNCTION OF OVERFLOW ROAD (FOREST SERVICE ROAD) TO THE LEFT.
 ED1382'TURN LEFT, GOING NORTHWEST ALONG OVERFLOW ROAD FOR 1.35 MILES
 ED1382'TO A SINGLE LANE CONCRETE BRIDGE.  CONTINUE GOING NORTHWEST
 ED1382'ALONG OVERFLOW ROAD FOR 2.6 MILES TO THE JUNCTION OF A TRACK
 ED1382'ROAD FORKING TO THE LEFT AND SIGNS JOHN TEAGUE GAP ELE 2200 AND
 ED1382'THREE FORKS ROAD-RABUNBALD.  TURN LEFT, GOING ALONG
 ED1382'THE TRACK ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 ED1382'
 ED1382'THE STATION IS LOCATED 68 FEET (SLOPE DISTANCE) WEST-NORTHWEST
 ED1382'OF THE CENTERLINE OF THE TRACK ROAD, 106.5 FEET EAST-SOUTHEAST
 ED1382'OF A 4 INCH OAK TREE ABOUT 175 FEET FROM THE ROAD, 62.0 FEET WEST
 ED1382'OF A 6 INCH OAK TREE BESIDE THE ROAD, AND 2.8 FEET WEST-NORTHWEST
 ED1382'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 119-200
 ED1382'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1382'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1382'IS A STANDARD DISK STAMPED 119-200 1975, SET IN AN IRREGULAR
 ED1382'MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE
 ED1382'OF THE GROUND.
 ED1382'
 ED1382'RM 1 IS LOCATED 78 FEET (SLOPE DISTANCE) WEST-NORTHWEST OF THE
 ED1382'CENTERLINE OF THE TRACK ROAD, 58.0 FEET NORTHWEST OF THE 6 INCH
 ED1382'OAK TREE, 99.0 FEET EAST-SOUTHEAST OF THE 4 INCH OAK TREE, AND
 ED1382'3.2 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1382'119-200 1975 RM 1, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1382'CONCRETE POST 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 ED1382'
 ED1382'RM 2 IS LOCATED 53 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 ED1382'TRACK ROAD, 97.5 FEET SOUTHWEST OF THE 6 INCH OAK TREE, 135.0
 ED1382'FEET SOUTH-SOUTHEAST OF THE 4 INCH OAK TREE, AND 2.8 FEET
 ED1382'NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1382'STAMPED 119-200 1975 RM 2, SET IN THE TOP OF A 10 INCH
 ED1382'CYLINDRICAL CONCRETE POST 6 INCHES ABOVE THE SURFACE OF THE
 ED1382'GROUND.
 ED1382'
 ED1382'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1382'SOUTHWESTERLY ALONG THE TRACK ROAD FOR 0.1 MILE TO THE MARK ON
 ED1382'THE LEFT.  IT IS LOCATED 8.0 FEET SOUTH OF THE CENTERLINE OF
 ED1382'THE TRACK ROAD, 111.8 FEET WEST-SOUTHWEST OF A 24 INCH STUMP
 ED1382'AROUND A CURVE IN THE ROAD AND ON THE EAST SIDE OF THE ROAD, 19.4
 ED1382'FEET SOUTH-SOUTHEAST OF A 3 INCH AND 6 INCH FORKED STUMP
 ED1382'(DISTANCE TO THE 6 INCH STUMP), AND 2.8 FEET NORTH OF A WITNESS
 ED1382'POST.  IT IS A STANDARD DISK STAMPED 119-200 1975 AZMK, SET IN
 ED1382'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 ED1382'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1441 ***********************************************************************
 ED1441  DESIGNATION -  BV 119 201
 ED1441  PID         -  ED1441
 ED1441  STATE/COUNTY-  GA/RABUN
 ED1441  USGS QUAD   -  RABUN BALD (1946)
 ED1441
 ED1441                         *CURRENT SURVEY CONTROL
 ED1441  ___________________________________________________________________
 ED1441* NAD 83(1994)-  34 55 31.78461(N)    083 15 44.32186(W)     ADJUSTED  
 ED1441* NAVD 88     -       616.     (meters)    2021.     (feet)  VERTCON   
 ED1441  ___________________________________________________________________
 ED1441  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 ED1441  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 ED1441
 ED1441  HORZ ORDER  -  SECOND
 ED1441
 ED1441.The horizontal coordinates were established by classical geodetic methods
 ED1441.and adjusted by the National Geodetic Survey in September 1997..
 ED1441
 ED1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1441
 ED1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1441
 ED1441.The geoid height was determined by GEOID03.
 ED1441
 ED1441;                    North         East     Units Scale Factor Converg.
 ED1441;SPC GA W     -   546,532.723   782,624.606   MT  0.99998411   +0 31 04.0
 ED1441;SPC GA W     - 1,793,082.78  2,567,660.89   sFT  0.99998411   +0 31 04.0
 ED1441;UTM  17      - 3,867,117.249   293,354.726   MT  1.00012632   -1 17 44.4
 ED1441
 ED1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1441!SPC GA W     -   0.99990795  x   0.99998411  =   0.99989206
 ED1441!UTM  17      -   0.99990795  x   1.00012632  =   1.00003426
 ED1441
 ED1441|---------------------------------------------------------------------|
 ED1441| PID    Reference Object                     Distance      Geod. Az  |
 ED1441|                                                           dddmmss.s |
 ED1441| ED1442 BV 119 201 GADT 1975 PTA             17.343 METERS 26853     |
 ED1441| ED1445 RABUN 2 RM 2                        APPROX. 5.6 KM 3221627.0 |
 ED1441|---------------------------------------------------------------------|
 ED1441
 ED1441                          SUPERSEDED SURVEY CONTROL
 ED1441
 ED1441  NAD 83(1986)-  34 55 31.78187(N)    083 15 44.30613(W) AD(       ) 2
 ED1441  NAD 27      -  34 55 31.46178(N)    083 15 44.74307(W) AD(       ) 2
 ED1441  NGVD 29 (07/19/86)  616.     (m)         2021.     (f) VERT ANG       
 ED1441
 ED1441.Superseded values are not recommended for survey control.
 ED1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1441.See file dsdata.txt to determine how the superseded data were derived.
 ED1441
 ED1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9335567117(NAD 83)
 ED1441_MARKER: DD = SURVEY DISK
 ED1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1441
 ED1441  HISTORY     - Date     Condition        Report By
 ED1441  HISTORY     - 1975     MONUMENTED       GADT
 ED1441
 ED1441                          STATION DESCRIPTION
 ED1441
 ED1441'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1441'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES WEST-SOUTHWEST
 ED1441'OF PINE MOUNTAIN, 7 MILES EAST OF MOUNTAIN CITY, AND 8-1/2 MILES
 ED1441'EAST-NORTHEAST OF CLAYTON ON U.S. NATIONAL FOREST PROPERTY.
 ED1441'
 ED1441'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF
 ED1441'U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE ROUTE 15), U.S. HIGHWAY
 ED1441'76 (STATE ROUTE 2), AND WARWOMAN ROAD IN CLAYTON, GO EASTERLY
 ED1441'ALONG WARWOMAN ROAD FOR 0.5 MILE TO ITS TERMINATION AT THE
 ED1441'JUNCTION OF COUNTY ROAD 90884 CROSSING.  TURN RIGHT, GOING
 ED1441'EASTERLY ALONG COUNTY ROAD 90884 FOR 5.9 MILES TO A SMALL BRIDGE
 ED1441'OVER TUCKALUGE CREEK.  CONTINUE GOING EASTERLY ALONG COUNTY
 ED1441'ROAD 90884 FOR 2.9 MILES TO THE JUNCTION OF SARAH CREEK ROAD TO
 ED1441'THE LEFT.  TURN LEFT, GOING THROUGH A FORESTRY SERVICE GATE
 ED1441'AND ALONG SARAH CREEK ROAD FOR 1.15 MILES TO THE JUNCTION
 ED1441'OF A FORESTRY SERVICE ROAD TO THE RIGHT.  CONTINUE ALONG
 ED1441'SARAH CREEK ROAD FOR 0.35 MILE TO THE JUNCTION OF A FORESTRY
 ED1441'SERVICE ROAD FORKING TO THE RIGHT.  CONTINUE GOING ALONG
 ED1441'SARAH CREEK ROAD FOR 0.4 MILE TO A LARGE CLEARING AND THE
 ED1441'STATION ON THE LEFT.
 ED1441'
 ED1441'THE STATION IS LOCATED 46 FEET SOUTH-SOUTHWEST OF THE
 ED1441'CENTERLINE OF SARAH CREEK ROAD, 78.8 FEET SOUTH OF A 12 INCH
 ED1441'PINE TREE ON THE NORTHEAST SIDE OF THE ROAD, 69.5 FEET NORTHEAST
 ED1441'OF 24 INCH TWIN OAK TREES, 83.0 FEET NORTHEAST OF AN 18 INCH OAK
 ED1441'TREE, AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 ED1441'BRASS DISK STAMPED 119-201 1975, SET IN THE TOP OF A 10 INCH
 ED1441'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1441'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1441'119-201 1975, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1441'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 ED1441'
 ED1441'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 ED1441'ALONG SARAH CREEK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 ED1441'LEFT.  IT IS LOCATED 36.5 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1441'OF SARAH CREEK ROAD, 7.5 FEET SOUTHEAST OF AN 8 INCH OAK TREE,
 ED1441'9.5 FEET NORTH OF A 10 INCH OAK TREE, 80.0 FEET NORTHWEST OF A 6
 ED1441'INCH WHITE OAK TREE, AND 4.8 FEET NORTHEAST OF A WITNESS POST.
 ED1441'IT IS A STANDARD DISK STAMPED 119-201 1975 AZMK, SET IN THE TOP
 ED1441'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 ED1441'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1444 ***********************************************************************
 ED1444  DESIGNATION -  BV 119 202
 ED1444  PID         -  ED1444
 ED1444  STATE/COUNTY-  GA/RABUN
 ED1444  USGS QUAD   -  RABUN BALD (1946)
 ED1444
 ED1444                         *CURRENT SURVEY CONTROL
 ED1444  ___________________________________________________________________
 ED1444* NAD 83(1994)-  34 54 03.44771(N)    083 16 20.37152(W)     ADJUSTED  
 ED1444* NAVD 88     -       495.     (meters)    1624.     (feet)  VERTCON   
 ED1444  ___________________________________________________________________
 ED1444  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 ED1444  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 ED1444
 ED1444  HORZ ORDER  -  SECOND
 ED1444
 ED1444.The horizontal coordinates were established by classical geodetic methods
 ED1444.and adjusted by the National Geodetic Survey in September 1997..
 ED1444
 ED1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1444
 ED1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1444
 ED1444.The geoid height was determined by GEOID03.
 ED1444
 ED1444;                    North         East     Units Scale Factor Converg.
 ED1444;SPC GA W     -   543,802.433   781,734.009   MT  0.99998231   +0 30 42.2
 ED1444;SPC GA W     - 1,784,125.15  2,564,738.99   sFT  0.99998231   +0 30 42.2
 ED1444;UTM  17      - 3,864,416.107   292,378.059   MT  1.00013131   -1 18 02.2
 ED1444
 ED1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1444!SPC GA W     -   0.99992696  x   0.99998231  =   0.99990927
 ED1444!UTM  17      -   0.99992696  x   1.00013131  =   1.00005826
 ED1444
 ED1444:                Primary Azimuth Mark                     Grid Az
 ED1444:SPC GA W     -  BV 119 202 AZ MK                         064 48 48.3
 ED1444:UTM  17      -  BV 119 202 AZ MK                         066 37 32.7
 ED1444
 ED1444|---------------------------------------------------------------------|
 ED1444| PID    Reference Object                     Distance      Geod. Az  |
 ED1444|                                                           dddmmss.s |
 ED1444| ED2880 BV 119 202 AZ MK                                   0651930.5 |
 ED1444| ED1443 BV 119 202 GADT 1975 PTA             15.106 METERS 10941     |
 ED1444|---------------------------------------------------------------------|
 ED1444
 ED1444                          SUPERSEDED SURVEY CONTROL
 ED1444
 ED1444  NAD 83(1986)-  34 54 03.44423(N)    083 16 20.36470(W) AD(       ) 2
 ED1444  NAD 27      -  34 54 03.12192(N)    083 16 20.79751(W) AD(       ) 2
 ED1444  NGVD 29 (07/19/86)  495.     (m)         1624.     (f) VERT ANG       
 ED1444
 ED1444.Superseded values are not recommended for survey control.
 ED1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1444.See file dsdata.txt to determine how the superseded data were derived.
 ED1444
 ED1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9237864416(NAD 83)
 ED1444_MARKER: DD = SURVEY DISK
 ED1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1444
 ED1444  HISTORY     - Date     Condition        Report By
 ED1444  HISTORY     - 1975     MONUMENTED       GADT
 ED1444  HISTORY     - 1979     GOOD             NGS
 ED1444
 ED1444                          STATION DESCRIPTION
 ED1444
 ED1444'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1444'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES WEST-SOUTHWEST
 ED1444'OF PINE MOUNTAIN, 6-1/2 MILES EAST OF MOUNTAIN CITY, AND 7-1/2
 ED1444'MILES EAST-NORTHEAST OF CLAYTON ON THE PROPERTY OF MR. DEWEY BECK.
 ED1444'
 ED1444'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF U.S. HIGHWAY
 ED1444'76 (STATE ROUTE 2) AND U.S. HIGHWAY 441 (U.S. HIGHWAY 23, STATE
 ED1444'ROUTE 15) IN CLAYTON, GO NORTH ALONG U.S. HIGHWAY 441 AND
 ED1444'U.S. HIGHWAY 23 FOR 0.05 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1444'90884 CROSSING.  TURN RIGHT, GOING EASTERLY ALONG COUNTY ROAD
 ED1444'90884 FOR 6.0 MILES TO THE JUNCTION OF COUNTY ROAD 61 FORKING TO
 ED1444'THE RIGHT.  CONTINUE GOING EAST-NORTHEAST ALONG COUNTY ROAD
 ED1444'90884 FOR 1.75 MILES TO THE STATION ON THE RIGHT.
 ED1444'
 ED1444'THE STATION IS LOCATED APPROXIMATELY 135 FEET SOUTH-SOUTHEAST
 ED1444'OF THE CENTERLINE OF COUNTY ROAD 90884 NEAR THE SOUTH CORNER OF
 ED1444'A FENCED FEED LOT BEHIND AN OLD BARN, 97.0 FEET EAST-SOUTHEAST
 ED1444'OF A 36 INCH STUMP SOUTH OF THE WEST CORNER OF THE FEED LOT
 ED1444'FENCE, 47.0 FEET EAST-SOUTHEAST OF THE SOUTH CORNER OF THE FEED
 ED1444'LOT FENCE, 17.0 FEET SOUTH-SOUTHEAST OF THE FENCE, 33.0 FEET
 ED1444'EAST-NORTHEAST OF A 12 INCH POPLAR TREE ON A FENCELINE RUNNING
 ED1444'PARALLEL TO WALNUT CREEK, AND 2.3 FEET NORTH-NORTHWEST OF THE
 ED1444'FENCELINE PARALLEL TO THE CREEK AND A WITNESS POST.  IT IS A
 ED1444'STANDARD BRASS DISK STAMPED 119-202 1975, SET IN THE TOP OF
 ED1444'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1444'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1444'STAMPED 119-202 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1444'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1444'
 ED1444'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1444'EAST-NORTHEAST ALONG COUNTY ROAD 90884 FOR 0.25 MILE TO THE
 ED1444'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 27 FEET SOUTH OF THE
 ED1444'CENTERLINE OF COUNTY ROAD 90884, 127.0 FEET EAST OF A POWER
 ED1444'POLE, 85.0 FEET NORTH-NORTHWEST OF A POWER POLE, AND 2.0 FEET
 ED1444'SOUTH OF A WITNESS POST SET AT AN OBLIQUE CORNER OF A FENCELINE.
 ED1444'IT IS A STANDARD DISK STAMPED 119-202 1975 AZMK, SET IN THE TOP OF
 ED1444'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1444'THE GROUND.
 ED1444
 ED1444                          STATION RECOVERY (1979)
 ED1444
 ED1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 ED1444'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 ED1444'
 ED1444'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-NORTHEAST OF
 ED1444'CLAYTON, 6-1/2 MILES EAST OF MOUNTAIN CITY, 5-1/2 MILES
 ED1444'WEST-SOUTHWEST OF PINE MOUNTAIN AND ON PROPERTY OF
 ED1444'DOROTHY BECK, WHO LIVES AT THE FIRST HOUSE EAST OF THE STATION
 ED1444'ON THE NORTH SIDE OF THE ROAD.
 ED1444'
 ED1444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 76,
 ED1444'441 AND STATE ROUTES 2 AND 15, AT THE BANK OF CLAYTON IN CLAYTON,
 ED1444'GO EASTERLY ON A PAVED ROAD FOR 0.55 MILE TO A STOP SIGN AT
 ED1444'A REVERSE FORK.  BEAR RIGHT AND FOLLOW COUNTY ROAD 90884
 ED1444'FOR 5.8 MILES TO HOUCKS GROCERY STORE ON THE RIGHT.  CONTINUE
 ED1444'EASTERLY FOR 1.4 MILES TO A CONCRETE BRIDGE OVER WALNUT CREEK
 ED1444'AND THE STATION ON THE RIGHT.
 ED1444'
 ED1444'THE STATION IS A STANDARD GADT DISK
 ED1444'STAMPED---119-202 1975---,
 ED1444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1444'FLUSH WITH GROUND.  IT IS LOCATED
 ED1444'354 FEET WEST-SOUTHWEST FROM THE FIRST POWER POLE EAST OF THE
 ED1444'CREEK,
 ED1444'193 FEET SOUTHEAST FROM THE SOUTHEAST BRIDGE ABUTMENT,
 ED1444'130 FEET SOUTH-SOUTHEAST FROM THE FIRST TELEPHONE POLE EAST OF
 ED1444'THE CREEK, AND
 ED1444'3 FEET EAST-NORTHEAST FROM THE EAST EDGE OF THE CREEK.
 ED1444'
 ED1444'AZIMUTH MARK NUMBER 1 IS A GADT STATION DISK
 ED1444'STAMPED---119-202 1975 AZMK---,
 ED1444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1444'FLUSH WITH GROUND.  IT IS LOCATED
 ED1444'127 FEET EAST FROM A POWER POLE,
 ED1444'85 FEET NORTH-NORTHWEST FROM A POWER POLE, AND
 ED1444'27 FEET SOUTH FROM THE CENTER OF COUNTY ROAD 90884.
 ED1444'
 ED1444'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST FOR 0.25 MILE
 ED1444'TO THE MARK ON THE RIGHT.
 ED1444'
 ED1444'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1449 ***********************************************************************
 ED1449  DESIGNATION -  BV 119 203 GADT 1975
 ED1449  PID         -  ED1449
 ED1449  STATE/COUNTY-  GA/RABUN
 ED1449  USGS QUAD   -  TIGER (1972)
 ED1449
 ED1449                         *CURRENT SURVEY CONTROL
 ED1449  ___________________________________________________________________
 ED1449* NAD 83(1994)-  34 52 21.70361(N)    083 22 31.68598(W)     ADJUSTED  
 ED1449* NAVD 88     -       904.     (meters)    2966.     (feet)  VERTCON   
 ED1449  ___________________________________________________________________
 ED1449  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 ED1449  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 ED1449
 ED1449  HORZ ORDER  -  SECOND
 ED1449
 ED1449.The horizontal coordinates were established by classical geodetic methods
 ED1449.and adjusted by the National Geodetic Survey in September 1997..
 ED1449
 ED1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1449
 ED1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1449
 ED1449.The geoid height was determined by GEOID03.
 ED1449
 ED1449;                    North         East     Units Scale Factor Converg.
 ED1449;SPC GA W     -   540,587.932   772,332.302   MT  0.99996446   +0 27 08.6
 ED1449;SPC GA W     - 1,773,578.91  2,533,893.56   sFT  0.99996446   +0 27 08.6
 ED1449;UTM  17      - 3,861,499.917   282,877.688   MT  1.00018106   -1 21 31.4
 ED1449
 ED1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1449!SPC GA W     -   0.99986274  x   0.99996446  =   0.99982720
 ED1449!UTM  17      -   0.99986274  x   1.00018106  =   1.00004377
 ED1449
 ED1449:                Primary Azimuth Mark                     Grid Az
 ED1449:SPC GA W     -  BV 119 204                               315 30 44.8
 ED1449:UTM  17      -  BV 119 204                               317 19 24.8
 ED1449
 ED1449|---------------------------------------------------------------------|
 ED1449| PID    Reference Object                     Distance      Geod. Az  |
 ED1449|                                                           dddmmss.s |
 ED1449| ED1457 BV 119 204                          APPROX. 4.9 KM 3155753.4 |
 ED1449|---------------------------------------------------------------------|
 ED1449
 ED1449                          SUPERSEDED SURVEY CONTROL
 ED1449
 ED1449  NAD 83(1986)-  34 52 21.71030(N)    083 22 31.68695(W) AD(       ) 2
 ED1449  NAD 27      -  34 52 21.38157(N)    083 22 32.10547(W) AD(       ) 2
 ED1449  NGVD 29 (07/19/86)  904.     (m)         2966.     (f) VERT ANG       
 ED1449
 ED1449.Superseded values are not recommended for survey control.
 ED1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1449.See file dsdata.txt to determine how the superseded data were derived.
 ED1449
 ED1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8287861500(NAD 83)
 ED1449_MARKER: DD = SURVEY DISK
 ED1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1449+STABILITY: SURFACE MOTION
 ED1449
 ED1449  HISTORY     - Date     Condition        Report By
 ED1449  HISTORY     - 1975     MONUMENTED       GADT
 ED1449  HISTORY     - 1979     GOOD             NGS
 ED1449
 ED1449                          STATION DESCRIPTION
 ED1449
 ED1449'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1449'THE STATION IS LOCATED ON TOP OF SCREAMER MOUNTAIN, APPROXIMATELY
 ED1449'1-1/2 MILES EAST-SOUTHEAST OF CLAYTON, 3-3/4 MILES NORTHEAST OF
 ED1449'TIGER, AND 3-1/4 MILES SOUTH-SOUTHEAST OF MOUNTAIN CITY ON THE
 ED1449'PROPERTY OF CHARLIE FIFE.
 ED1449'
 ED1449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76
 ED1449'(STATE ROUTE 2) AND U.S. HIGHWAYS 23 AND 441 (STATE ROUTE 15) IN
 ED1449'CLAYTON, GO NORTH ALONG U.S. HIGHWAY 441 AND U.S. HIGHWAY 23 FOR
 ED1449'0.1 MILE TO THE JUNCTION OF COUNTY ROAD 90884 TO THE RIGHT.  TURN
 ED1449'RIGHT, GOING EAST ALONG COUNTY ROAD 90884 FOR 0.6 MILE TO THE
 ED1449'JUNCTION OF A COUNTY PAVED ROAD REVERSE FORKING TO THE RIGHT AND
 ED1449'SCREAMER ROAD (COUNTY DIRT ROAD) FORKING TO THE RIGHT.  TURN
 ED1449'RIGHT, GOING SOUGHEAST ALONG SCREAMER MOUNTAIN ROAD FOR 0.45
 ED1449'MILE TO THE JUNCTION OF A COUNTY DIRT ROAD TO THE RIGHT AND
 ED1449'SCREAMER MOUNTAIN ROAD TURNING TO THE LEFT.  CONTINUE GOING
 ED1449'UP THE MOUNTAIN ALONG SCREAMER MOUNTAIN ROAD FOR 1.6 MILES TO
 ED1449'THE TOP OF THE MOUNTAIN, A PRIVATELY OWNED WOODEN LOOKOUT
 ED1449'PLATFORM, AND THE STATION ON THE RIGHT.
 ED1449'
 ED1449'THE STATION IS LOCATED 68 FEET SOUTH OF THE CENTERLINE OF
 ED1449'SCREAMER MOUNTAIN ROAD, 8.0 FEET EAST OF A 6 INCH HICKORY TREE
 ED1449'WITH AN ELECTRIC SERVICE METER ATTACHED, 50.5 FEET WEST-SOUTHWEST
 ED1449'OF THE WEST LEG OF THE LOOKOUT TOWER, 48.0 FEET WEST-SOUTHWEST
 ED1449'OF THE SOUTH LEG OF THE LOOKOUT TOWER, AND 2.5 FEET NORTH OF A
 ED1449'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 119-203 1975,
 ED1449'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1449'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1449'STANDARD DISK STAMPED 119-203 1975, SET IN THE TOP OF AN
 ED1449'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 ED1449'BELOW THE SURFACE OF THE GROUND.
 ED1449'
 ED1449'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 ED1449'119-204 (GADT) MAY BE USED FOR AZIMUTH.
 ED1449
 ED1449                          STATION RECOVERY (1979)
 ED1449
 ED1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 ED1449'STATION RECOVERED IN GOOD CONDITION.
 ED1449'
 ED1449'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF TIGER,
 ED1449'3-1/4 MILES SOUTH-SOUTHEAST OF MOUNTAIN CITY, 1-1/2 MILES
 ED1449'EAST-SOUTHEAST OF CLAYTON, ON THE HIGHEST PART OF
 ED1449'SCREAMER MOUNTAIN AND ON PROPERTY OF CHARLIE FIFE.
 ED1449'
 ED1449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 76,
 ED1449'441 AND STATE ROUTES 2 AND 15 AT THE BANK OF CLAYTON IN CLAYTON,
 ED1449'GO EASTERLY ON A PAVED ROAD FOR 0.55 MILE TO A STOP SIGN
 ED1449'AT A REVERSE FORK.  BEAR RIGHT ON COUNTY ROAD 90884 FOR
 ED1449'0.75 MILE TO A FORK.  TAKE RIGHT FORK GOING DOWN HILL THEN UPHILL
 ED1449'ON SCREAMER MOUNTAIN ROAD FOR 1.1 MILES TO THE END OF THE
 ED1449'PAVEMENT.  CONTINUE UPHILL FOR 0.65 MILE TO THE TOP OF THE
 ED1449'MOUNTAIN AND THE STATION ON THE RIGHT.
 ED1449'
 ED1449'THE STATION IS A STANDARD GADT DISK
 ED1449'STAMPED---119-203 1975---,
 ED1449'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 ED1449'FLUSH WITH GROUND.  IT IS LOCATED
 ED1449'68 FEET SOUTH FROM THE CENTER OF SCREAMER MOUNTAIN ROAD,
 ED1449'48 FEET WEST-SOUTHWEST FROM THE SOUTH LEG OF A WOODEN LOOKOUT
 ED1449'STAND, AND
 ED1449'8 FEET EAST FROM A 6-INCH HICKORY TREE WITH AN
 ED1449'ELECTRIC METER ATTACHED.
 ED1449'
 ED1449'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 ED1449'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1457 ***********************************************************************
 ED1457  CBN         -  This is a Cooperative Base Network Control Station.
 ED1457  DESIGNATION -  BV 119 204
 ED1457  PID         -  ED1457
 ED1457  STATE/COUNTY-  GA/RABUN
 ED1457  USGS QUAD   -  DILLARD (1988)
 ED1457
 ED1457                         *CURRENT SURVEY CONTROL
 ED1457  ___________________________________________________________________
 ED1457* NAD 83(1994)-  34 54 16.16401(N)    083 24 46.04539(W)     ADJUSTED  
 ED1457* NAVD 88     -      1050.9    (meters)    3448.     (feet)  GPS OBS   
 ED1457  ___________________________________________________________________
 ED1457  X           -     600,802.946 (meters)                     COMP
 ED1457  Y           -  -5,202,760.247 (meters)                     COMP
 ED1457  Z           -   3,629,766.868 (meters)                     COMP
 ED1457  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 ED1457  ELLIP HEIGHT-        1021.71  (meters)          (01/30/03) GPS OBS
 ED1457  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ED1457
 ED1457  HORZ ORDER  -  B
 ED1457  ELLP ORDER  -  FOURTH    CLASS II
 ED1457
 ED1457.The horizontal coordinates were established by GPS observations
 ED1457.and adjusted by the National Geodetic Survey in January 2003..
 ED1457
 ED1457.The orthometric height was determined by GPS observations and a
 ED1457.high-resolution geoid model.
 ED1457
 ED1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1457
 ED1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1457
 ED1457.The ellipsoidal height was determined by GPS observations
 ED1457.and is referenced to NAD 83.
 ED1457
 ED1457.The geoid height was determined by GEOID03.
 ED1457
 ED1457;                    North         East     Units Scale Factor Converg.
 ED1457;SPC GA W     -   544,088.621   768,893.659   MT  0.99995848   +0 25 53.0
 ED1457;SPC GA W     - 1,785,064.08  2,522,611.95   sFT  0.99995848   +0 25 53.0
 ED1457;UTM  17      - 3,865,108.401   279,550.685   MT  1.00019900   -1 22 52.2
 ED1457
 ED1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1457!SPC GA W     -   0.99983965  x   0.99995848  =   0.99979814
 ED1457!UTM  17      -   0.99983965  x   1.00019900  =   1.00003862
 ED1457
 ED1457:                Primary Azimuth Mark                     Grid Az
 ED1457:SPC GA W     -  119 204 AZ MK                            149 13 19.2
 ED1457:UTM  17      -  119 204 AZ MK                            151 02 04.4
 ED1457
 ED1457|---------------------------------------------------------------------|
 ED1457| PID    Reference Object                     Distance      Geod. Az  |
 ED1457|                                                           dddmmss.s |
 ED1457| ED2881 119 204 AZ MK                                      1493912.2 |
 ED1457|---------------------------------------------------------------------|
 ED1457
 ED1457                          SUPERSEDED SURVEY CONTROL
 ED1457
 ED1457  NAD 83(1994)-  34 54 16.16397(N)    083 24 46.04531(W) AD(       ) B
 ED1457  ELLIP H (09/11/96) 1021.71   (m)                       GP(       ) 4 1
 ED1457  NAD 83(1994)-  34 54 16.16331(N)    083 24 46.04465(W) AD(       ) B
 ED1457  ELLIP H (03/09/95) 1021.65   (m)                       GP(       ) 1 1
 ED1457  NAD 83(1986)-  34 54 16.17567(N)    083 24 46.04954(W) AD(       ) 1
 ED1457  NAD 27      -  34 54 15.84731(N)    083 24 46.46349(W) AD(       ) 2
 ED1457
 ED1457.Superseded values are not recommended for survey control.
 ED1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1457.See file dsdata.txt to determine how the superseded data were derived.
 ED1457
 ED1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7955165108(NAD 83)
 ED1457_MARKER: DD = SURVEY DISK
 ED1457_SETTING: 66 = SET IN ROCK OUTCROP
 ED1457_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ED1457_STAMPING: 119-204 1975
 ED1457_MARK LOGO: GADT  
 ED1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1457+STABILITY: POSITION/ELEVATION WELL
 ED1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1457+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 ED1457
 ED1457  HISTORY     - Date     Condition        Report By
 ED1457  HISTORY     - 1975     MONUMENTED       GADT
 ED1457  HISTORY     - 19940315 GOOD             GADT
 ED1457  HISTORY     - 19950822 GOOD             NGS
 ED1457  HISTORY     - 20010215 GOOD             GADT
 ED1457  HISTORY     - 20040916 GOOD             USPSQD
 ED1457  HISTORY     - 20050420 GOOD             GAPC
 ED1457
 ED1457                          STATION DESCRIPTION
 ED1457
 ED1457'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1457'THE STATION IS LOCATED IN BLACK ROCK MOUNTAIN STATE PARK,
 ED1457'APPROXIMATELY 1-3/4 MILES SOUTHWEST OF MOUNTAIN CITY, 2 MILES
 ED1457'NORTH-NORTHWEST OF CLAYTON, AND 4 MILES NORTH-NORTHEAST OF TIGER
 ED1457'ON PROPERTY OF THE STATE OF GEORGIA.
 ED1457'
 ED1457'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF U.S. HIGHWAY
 ED1457'441 (U.S. HIGHWAY 23 AND STATE ROUTE 15) AND BLACK ROCK MOUNTAIN
 ED1457'ROAD (COUNTY ROAD 45) IN MOUNTAIN CITY, GO WEST ALONG BLACK ROCK
 ED1457'MOUNTAIN ROAD FOR 1.15 MILES TO THE JUNCTION OF COUNTY ROAD 42
 ED1457'CROSSING AND A BLACK ROCK MOUNTAIN STATE PARK SIGN POSTED ON THE
 ED1457'RIGHT.  CONTINUE GOING WEST ALONG BLACK ROCK MOUNTAIN ROAD FOR
 ED1457'2.1 MILES UP BLACK ROCK MOUNTAIN TO THE VISITORS CENTER AND THE
 ED1457'STATION ON THE LEFT.
 ED1457'
 ED1457'THE STATION IS LOCATED ON A SCENIC OVERLOOK, 104 FEET SOUTH OF THE
 ED1457'CENTERLINE OF BLACK ROCK MOUNTAIN ROAD, 57.0 FEET SOUTH-SOUTHWEST
 ED1457'OF A POWER POLE, 41.3 FEET WEST OF THE EASTERNMOST ONE OF A ROW OF
 ED1457'CONCRETE BLOCKS SUPPORTING A CHAIN AT THE EDGE OF THE OVERLOOK,
 ED1457'12.0 FEET NORTH-NORTHEAST OF A PYRAMIDAL CONCRETE BLOCK, 12.0 FEET
 ED1457'NORTH OF THE FOURTH CONCRETE BLOCK SUPPORTING THE CHAIN FROM THE
 ED1457'EAST END OF THE ROW, 17.7 FEET SOUTHEAST OF THE SOUTHEAST
 ED1457'CORNER OF THE BASE OF A TELESCOPE, AND 53.5 FEET
 ED1457'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE STONE
 ED1457'VISITORS CENTER BUILDING.  IT IS A STANDARD BRASS DISK STAMPED
 ED1457'119-204 1975, SET IN THE TOP OF A 1 INCH DRILLED HOLE IN A
 ED1457'BEDROCK FLUSH WITH THE SURFACE OF THE ROCK.
 ED1457'
 ED1457'THE AZIMUTH MARK IS LOCATED IN CLAYTON.  TO REACH THE AZIMUTH
 ED1457'MARK FROM THE NORTHERN JUNCTION OF U.S. HIGHWAY 76 (STATE ROUTE
 ED1457'2) AND U.S. HIGHWAY 441 (U.S. HIGHWAY 23 AND STATE ROUTE 15) IN
 ED1457'CLAYTON, GO NORTH ALONG U.S. HIGHWAY 441 (U.S. HIGHWAY 23 AND
 ED1457'STATE ROUTE 15) FOR 0.25 MILE TO A CITGO SERVICE STATION AND THE
 ED1457'AZIMUTH MARK ON THE LEFT.  IT IS LOCATED ON TOP OF THE CONCRETE
 ED1457'BASE OF THE CITGO SERVICE STATION SIGN POLE, 73 FEET WEST OF
 ED1457'THE CENTERLINE OF U.S. HIGHWAY 441, 9.3 FEET NORTH-NORTHWEST OF
 ED1457'A SERVICE STATION UTILITY LIGHT POLE WITH A SIGN ICE
 ED1457'ATTACHED, AND 71.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ED1457'THE SERVICE STATION BUILDING.  IT IS A STANDARD DISK
 ED1457'STAMPED 119-204 1975 AZMK, SET IN A 1 INCH DRILL HOLE FLUSH
 ED1457'WITH THE SURFACE OF THE SIGN POLE CONCRETE BASE.
 ED1457
 ED1457                          STATION RECOVERY (1994)
 ED1457
 ED1457'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 ED1457'THE STATION IS LOCATED IN BLACK ROCK MOUNTAIN STATE PARK, ABOUT 1.75
 ED1457'MI (2.82 KM) SOUTHWEST FROM MOUNTAIN CITY, 2 MI (3.2 KM)
 ED1457'NORTH-NORTHWEST FROM CLAYTON, AND 4 MI (6.4 KM) NORTH-NORTHEAST FROM
 ED1457'TIGER.  --OWNERSHIP-- STATE OF GEORGIA. TO REACH THE STATION FROM THE
 ED1457'NORTHERN JUNCTION OF U.S. HIGHWAY 441 (U.S. HIGHWAY 23 AND STATE ROUTE
 ED1457'15) AND BLACK ROCK MOUNTAIN ROAD (COUNTY ROAD 45) IN MOUNTAIN CITY, GO
 ED1457'WEST ON BLACK ROCK MOUNTAIN ROAD FOR 1.15 MI (1.85 KM) TO THE JUNCTION
 ED1457'OF COUNTY ROAD 42 CROSSING AND A BLACK ROCK MOUNTAIN STATE PARK SIGN
 ED1457'POSTED ON THE RIGHT. CONTINUE WEST ON BLACK ROCK MOUNTAIN ROAD FOR 2.1
 ED1457'MI (3.4 KM) UP BLACK ROCK MOUNTAIN TO THE VISITORS CENTER AND THE
 ED1457'STATION ON THE LEFT. LOCATED ON A SCENIC OVERLOOK, 104 FT (31.7 M)
 ED1457'SOUTH FROM THE CENTERLINE OF BLACK ROCK MOUNTAIN ROAD, 53.5 FT (16.3
 ED1457'M) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE STONE VISITORS
 ED1457'CENTER, 31.5 FT (9.6 M) EAST FROM A BRASS CAP STAMPED 119-4 AND 11.0
 ED1457'FT (3.4 M) FROM A STONE PILLAR SUPPORTING A WOOD RAIL FENCE.
 ED1457
 ED1457                          STATION RECOVERY (1995)
 ED1457
 ED1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CLS)
 ED1457'STATION IS IN BLACK ROCK MOUNTAIN STATE PARK.  2.0 MI (3.2 KM) NORTH
 ED1457'OF CLAYTON AND 4 MI (6.4 KM) SOUTH OF DILLARD.  PARK HOURS ARE 7 AM TO
 ED1457'10 PM YEAR ROUND.  PHONE NUMBER IS 706-746-2141.  TO REACH FROM THE
 ED1457'POST OFFICE IN MOUNTAIN CITY ON THE EAST SIDE OF U.S. HIGHWAY 441.  GO
 ED1457'SOUTH 0.15 MI (0.24 KM) TO BLACK ROCK MOUNTAIN ROAD WHICH TURNS OFF
 ED1457'ONLY TO THE WEST AND IS ON A CORNER WITH THE FIRST CHRISTIAN CHURCH,
 ED1457'JUST NORTH OF FOXFIRE COLLECTIONS.  DRIVE WEST AND SOUTH FOLLOWING THE
 ED1457'WINDING MAIN ROAD UPHILL 3.0 MI (4.8 KM) IN ALL TO THE MARK ON THE
 ED1457'LEFT JUST PAST THE STONE VISITORS CENTER.  THERE IS A CROSSROADS AT
 ED1457'1.05 MI (1.69 KM) AT A SIGN FOR EASTERN CONTINENTAL DIVIDE--STAY
 ED1457'STRAIGHT HERE.  THERE IS A STONE GATE AT 1.5 MI (2.4 KM) AND A FORK AT
 ED1457'2.4 MI (3.9 KM) -- STAY RIGHT AT THE FORK. STATION IS AT THE BOTTOM OF
 ED1457'RAILROAD-TIE STEPS.  LOCATED 104 FT (31.7 M) SOUTH FROM AND 22 FT (6.7
 ED1457'M) BELOW ROAD CENTER.  53.5 FT (16.3 M) WEST OF SOUTHWEST CORNER OF
 ED1457'VISITORS CENTER AND 13 FT (4.0 M) BELOW EXTENDED BOTTOM SURFACE OF
 ED1457'OBSERVING DECK, 11 FT (3.4 M) SOUTH OF SOUTH FACE OF BOTTOM STEP AND 2
 ED1457'FT (0.6 M) BELOW STEP, 9 FT (2.7 M) NORTH OF NORTH FACE OF WOOD RAILS
 ED1457'IN STONE AND RAIL FENCE, 8 FT (2.4 M) WEST OF EASTERLY BORDER OF
 ED1457'GRANITE OUTCROP AT GRASS, AND 3 FT (0.9 M) NORTH OF PROJECTED SOUTH
 ED1457'FACE OF VISITORS CENTER.  THIS POINT SHOULD NOT BE CONFUSED WITH
 ED1457'ANOTHER NEARBY DISK, BV 119-4, WHICH IS 32 FT (9.8 M) WEST OF 119-204
 ED1457'AND 2 FT (0.6 M) BELOW IT.  0.5 FT (15.2 CM) NORTH OF 3RD STONE PILLAR
 ED1457'WEST OF STATION.
 ED1457
 ED1457                          STATION RECOVERY (2001)
 ED1457
 ED1457'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED1457'RECOVERED IN GOOD CONDITION.
 ED1457
 ED1457                          STATION RECOVERY (2004)
 ED1457
 ED1457'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 ED1457'RECOVERED IN GOOD CONDITION.
 ED1457
 ED1457                          STATION RECOVERY (2005)
 ED1457
 ED1457'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (JOS)
 ED1457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1819 ***********************************************************************
 ED1819  DESIGNATION -  BV 119 205
 ED1819  PID         -  ED1819
 ED1819  STATE/COUNTY-  GA/RABUN
 ED1819  USGS QUAD   -  LAKE BURTON (1985)
 ED1819
 ED1819                         *CURRENT SURVEY CONTROL
 ED1819  ___________________________________________________________________
 ED1819* NAD 83(1994)-  34 48 46.95686(N)    083 31 52.55485(W)     ADJUSTED  
 ED1819* NAVD 88     -       608.     (meters)    1995.     (feet)  VERTCON   
 ED1819  ___________________________________________________________________
 ED1819  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 ED1819  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 ED1819
 ED1819  HORZ ORDER  -  SECOND
 ED1819
 ED1819.The horizontal coordinates were established by classical geodetic methods
 ED1819.and adjusted by the National Geodetic Survey in September 1997..
 ED1819
 ED1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1819
 ED1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1819
 ED1819.The geoid height was determined by GEOID03.
 ED1819
 ED1819;                    North         East     Units Scale Factor Converg.
 ED1819;SPC GA W     -   533,869.420   758,130.860   MT  0.99994164   +0 21 45.9
 ED1819;SPC GA W     - 1,751,536.59  2,487,301.00   sFT  0.99994164   +0 21 45.9
 ED1819;UTM  17      - 3,855,231.584   268,467.288   MT  1.00026076   -1 26 44.7
 ED1819
 ED1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1819!SPC GA W     -   0.99990915  x   0.99994164  =   0.99985079
 ED1819!UTM  17      -   0.99990915  x   1.00026076  =   1.00016988
 ED1819
 ED1819:                Primary Azimuth Mark                     Grid Az
 ED1819:SPC GA W     -  BV 119 205 AZ MK                         037 44 26.9
 ED1819:UTM  17      -  BV 119 205 AZ MK                         039 32 57.5
 ED1819
 ED1819|---------------------------------------------------------------------|
 ED1819| PID    Reference Object                     Distance      Geod. Az  |
 ED1819|                                                           dddmmss.s |
 ED1819| ED3224 BV 119 205 AZ MK                                   0380612.8 |
 ED1819| ED1820 BV 119 205 GADT 1975 PTA             20.525 METERS 35713     |
 ED1819|---------------------------------------------------------------------|
 ED1819
 ED1819                          SUPERSEDED SURVEY CONTROL
 ED1819
 ED1819  NAD 83(1986)-  34 48 46.96658(N)    083 31 52.55562(W) AD(       ) 2
 ED1819  NAD 27      -  34 48 46.62962(N)    083 31 52.94713(W) AD(       ) 2
 ED1819  NGVD 29 (07/19/86)  608.     (m)         1995.     (f) VERT ANG       
 ED1819
 ED1819.Superseded values are not recommended for survey control.
 ED1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1819.See file dsdata.txt to determine how the superseded data were derived.
 ED1819
 ED1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6846755232(NAD 83)
 ED1819_MARKER: DD = SURVEY DISK
 ED1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1819+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 ED1819
 ED1819  HISTORY     - Date     Condition        Report By
 ED1819  HISTORY     - 1975     MONUMENTED       GADT
 ED1819  HISTORY     - 20050105 GOOD             METRIC
 ED1819
 ED1819                          STATION DESCRIPTION
 ED1819
 ED1819'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1819'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST-SOUTHWEST OF
 ED1819'TIGER, 6-3/4 MILES WEST-NORTHWEST OF LAKEMONT, AND 6-1/4 MILES
 ED1819'NORTHEAST OF BATESVILLE ON COUNTY RIGHT OF WAY.
 ED1819'
 ED1819'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 197 AND
 ED1819'U.S. HIGHWAY 76 (STATE ROUTE 2) LOCATED APPROXIMATELY 9 MILES
 ED1819'NORTH-NORTHEAST OF BATESVILLE, LOCATED APPROXIMATELY 5-3/4 MILES
 ED1819'NORTHEAST OF SAUTEE, GO EAST ALONG U.S. HIGHWAY 76 FOR 4.4 MILES
 ED1819'TO THE JUNCTION OF COUNTY ROAD 94 TO THE RIGHT.  TURN RIGHT,
 ED1819'GOING SOUTH ALONG COUNTY ROAD 94 FOR 1.4 MILES TO THE JUNCTION
 ED1819'OF COUNTY ROAD 97 TO THE LEFT AND COUNTY ROAD 94 TURNING TO THE
 ED1819'RIGHT.  TURN LEFT, GOING SOUTH ALONG COUNTY ROAD 97 FOR 2.35
 ED1819'MILES TO ITS TERMINATION AT THE JUNCTION OF COUNTY ROAD 90880
 ED1819'CROSSING AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT,
 ED1819'GOING SOUTHWEST ALONG COUNTY ROAD 90880 FOR 0.5 MILE TO THE
 ED1819'SHOOK FAMILY CEMETERY AND THE STATION ON THE RIGHT.
 ED1819'
 ED1819'THE STATION IS LOCATED 52.5 FEET WEST-NORTHWEST OF THE
 ED1819'CENTERLINE OF COUNTY ROAD 90880, 111.5 FEET NORTHWEST OF AN 18
 ED1819'INCH OAK TREE ON THE SOUTHEAST SIDE OF THE ROAD, 80.5 FEET SOUTH
 ED1819'OF A POWER POLE, AND 2.5 FEET EAST-SOUTHEAST OF A WITNESS POST.
 ED1819'IT IS A STANDARD BRASS DISK STAMPED 119-205 1975, SET IN THE TOP
 ED1819'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1819'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1819'STAMPED 119-205 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1819'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1819'
 ED1819'THE AZIMUTH MARK IS LOCATED 39 FEET EAST-NORTHEAST OF THE
 ED1819'CENTERLINE OF COUNTY ROAD 97, 178 FEET NORTH-NORTHEAST OF THE
 ED1819'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 90880
 ED1819'AND 97, 23.8 FEET WEST OF THE HINGE POST OF A METAL GATE IN A
 ED1819'FENCELINE, AND 1.8 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS
 ED1819'A STANDARD DISK STAMPED 119-205 1975 AZMK, SET IN THE TOP OF A
 ED1819'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1819'GROUND.
 ED1819
 ED1819                          STATION RECOVERY (2005)
 ED1819
 ED1819'RECOVERY NOTE BY METRIC SURVEYS 2005 (HLB)
 ED1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1814 ***********************************************************************
 ED1814  DESIGNATION -  BV 119 206
 ED1814  PID         -  ED1814
 ED1814  STATE/COUNTY-  GA/RABUN
 ED1814  USGS QUAD   -  HIGHTOWER BALD (1988)
 ED1814
 ED1814                         *CURRENT SURVEY CONTROL
 ED1814  ___________________________________________________________________
 ED1814* NAD 83(1994)-  34 54 26.32865(N)    083 31 06.10760(W)     ADJUSTED  
 ED1814* NAVD 88     -       606.     (meters)    1988.     (feet)  VERTCON   
 ED1814  ___________________________________________________________________
 ED1814  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 ED1814  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 ED1814
 ED1814  HORZ ORDER  -  SECOND
 ED1814
 ED1814.The horizontal coordinates were established by classical geodetic methods
 ED1814.and adjusted by the National Geodetic Survey in September 1997..
 ED1814
 ED1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1814
 ED1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1814
 ED1814.The geoid height was determined by GEOID03.
 ED1814
 ED1814;                    North         East     Units Scale Factor Converg.
 ED1814;SPC GA W     -   544,334.278   759,243.607   MT  0.99994324   +0 22 15.6
 ED1814;SPC GA W     - 1,785,870.04  2,490,951.73   sFT  0.99994324   +0 22 15.6
 ED1814;UTM  17      - 3,865,659.334   269,910.584   MT  1.00025254   -1 26 30.4
 ED1814
 ED1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1814!SPC GA W     -   0.99990941  x   0.99994324  =   0.99985265
 ED1814!UTM  17      -   0.99990941  x   1.00025254  =   1.00016192
 ED1814
 ED1814|---------------------------------------------------------------------|
 ED1814| PID    Reference Object                     Distance      Geod. Az  |
 ED1814|                                                           dddmmss.s |
 ED1814| ED1813 BV 119 206 GADT 1975 PTA             19.437 METERS 02401     |
 ED1814| ED3219 BV 119 206 AZ MK                                   1465004.9 |
 ED1814|---------------------------------------------------------------------|
 ED1814
 ED1814                          SUPERSEDED SURVEY CONTROL
 ED1814
 ED1814  NAD 83(1986)-  34 54 26.33799(N)    083 31 06.10789(W) AD(       ) 2
 ED1814  NAD 27      -  34 54 26.00949(N)    083 31 06.50680(W) AD(       ) 2
 ED1814  NGVD 29 (07/19/86)  606.     (m)         1988.     (f) VERT ANG       
 ED1814
 ED1814.Superseded values are not recommended for survey control.
 ED1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1814.See file dsdata.txt to determine how the superseded data were derived.
 ED1814
 ED1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6991165659(NAD 83)
 ED1814_MARKER: DD = SURVEY DISK
 ED1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1814
 ED1814  HISTORY     - Date     Condition        Report By
 ED1814  HISTORY     - 1975     MONUMENTED       GADT
 ED1814
 ED1814                          STATION DESCRIPTION
 ED1814
 ED1814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1814'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTHWEST OF
 ED1814'TIGER, 7-1/2 MILES WEST OF MOUNTAIN CITY, AND 7 MILES WEST-NORTHWEST
 ED1814'OF CLAYTON ON COUNTY RIGHT OF WAY.
 ED1814'
 ED1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76
 ED1814'(STATE ROUTE 2) AND STATE ROUTE 197, LOCATED APPROXIMATELY 9-1/2
 ED1814'MILES WEST OF CLAYTON, GO EASTERLY ALONG U.S. HIGHWAY 76 FOR 3.3
 ED1814'MILES TO THE JUNCTION OF COUNTY ROAD 90879 TO THE LEFT.  TURN
 ED1814'LEFT, GOING NORTH ALONG COUNTY ROAD 90879 FOR 2.65 MILES TO A
 ED1814'BRIDGE OVER PERSIMMON LOVING CREEK AND THE AZIMUTH MARK ON THE
 ED1814'NORTHEAST END OF THE BRIDGE.  CONTINUE GOING NORTH ALONG COUNTY
 ED1814'ROAD 90879 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 ED1814'
 ED1814'THE STATION IS LOCATED 24 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1814'OF COUNTY ROAD 90879, 26.1 FEET EAST-NORTHEAST OF AN ELECTRIC
 ED1814'FENCELINE, 97.3 FEET NORTH-NORTHEAST OF AN 8 INCH PINE TREE,
 ED1814'121.7 FEET NORTH OF A 12 INCH OAK TREE, AND 3.3 FEET
 ED1814'WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1814'STAMPED 119-206 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1814'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1814'UNDERGROUND STATION IS A STANDARD DISK STAMPED 119-206 1975,
 ED1814'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1814'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 ED1814'
 ED1814'THE AZIMUTH MARK IS LOCATED 14 FEET EAST-SOUTHEAST OF THE
 ED1814'CENTERLINE OF COUNTY ROAD 90879, 7.0 FEET SOUTH-SOUTHWEST OF THE
 ED1814'NORTHEAST CORNER OF THE NORTHEAST BRIDGE END WALL, 30.0 FEET
 ED1814'EAST OF THE NORTHEAST CORNER OF THE NORTHWEST BRIDGE END WALL,
 ED1814'AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A
 ED1814'STANDARD DISK STAMPED 119-206 1975 AZMK, SET IN THE TOP OF A 1
 ED1814'INCH DRILL HOLE IN THE CONCRETE SIDEWALK OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1452 ***********************************************************************
 ED1452  DESIGNATION -  BV 119 207
 ED1452  PID         -  ED1452
 ED1452  STATE/COUNTY-  GA/RABUN
 ED1452  USGS QUAD   -  TIGER (1972)
 ED1452
 ED1452                         *CURRENT SURVEY CONTROL
 ED1452  ___________________________________________________________________
 ED1452* NAD 83(1994)-  34 50 50.96066(N)    083 24 38.04196(W)     ADJUSTED  
 ED1452* NAVD 88     -       572.4    (meters)    1878.     (feet)  VERTCON   
 ED1452  ___________________________________________________________________
 ED1452  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 ED1452  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 ED1452
 ED1452  HORZ ORDER  -  SECOND
 ED1452
 ED1452.The horizontal coordinates were established by classical geodetic methods
 ED1452.and adjusted by the National Geodetic Survey in September 1998..
 ED1452
 ED1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1452
 ED1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1452
 ED1452.The geoid height was determined by GEOID03.
 ED1452
 ED1452;                    North         East     Units Scale Factor Converg.
 ED1452;SPC GA W     -   537,767.007   769,144.545   MT  0.99995891   +0 25 55.4
 ED1452;SPC GA W     - 1,764,323.92  2,523,435.06   sFT  0.99995891   +0 25 55.4
 ED1452;UTM  17      - 3,858,780.496   279,601.648   MT  1.00019873   -1 22 40.6
 ED1452
 ED1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1452!SPC GA W     -   0.99991478  x   0.99995891  =   0.99987369
 ED1452!UTM  17      -   0.99991478  x   1.00019873  =   1.00011349
 ED1452
 ED1452:                Primary Azimuth Mark                     Grid Az
 ED1452:SPC GA W     -  BV 119 207 AZ MK                         011 51 19.8
 ED1452:UTM  17      -  BV 119 207 AZ MK                         013 39 55.8
 ED1452
 ED1452|---------------------------------------------------------------------|
 ED1452| PID    Reference Object                     Distance      Geod. Az  |
 ED1452|                                                           dddmmss.s |
 ED1452| ED2882 BV 119 207 AZ MK                                   0121715.2 |
 ED1452| ED2883 BV 119 207 AZ MK 2                                 0140244.3 |
 ED1452|---------------------------------------------------------------------|
 ED1452
 ED1452                          SUPERSEDED SURVEY CONTROL
 ED1452
 ED1452  NAD 83(1994)-  34 50 50.94834(N)    083 24 38.04547(W) AD(       ) 2
 ED1452  NAD 83(1986)-  34 50 50.96008(N)    083 24 38.04560(W) AD(       ) 2
 ED1452  NAD 27      -  34 50 50.62853(N)    083 24 38.45441(W) AD(       ) 2
 ED1452  NGVD 29 (07/19/86)  572.4    (m)         1878.     (f) VERT ANG       
 ED1452
 ED1452.Superseded values are not recommended for survey control.
 ED1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1452.See file dsdata.txt to determine how the superseded data were derived.
 ED1452
 ED1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7960258780(NAD 83)
 ED1452_MARKER: DD = SURVEY DISK
 ED1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1452
 ED1452  HISTORY     - Date     Condition        Report By
 ED1452  HISTORY     - 1975     MONUMENTED       GADT
 ED1452  HISTORY     - 1976     GOOD             NGS
 ED1452
 ED1452                          STATION DESCRIPTION
 ED1452
 ED1452'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1452'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES EAST OF TIGER,
 ED1452'2-1/4 MILES SOUTH-SOUTHWEST OF CLAYTON, AND 4-1/4 MILES NORTH OF
 ED1452'LAKEMONT ON STATE RIGHT OF WAY.
 ED1452'
 ED1452'TO REACH THE STATION FROM THE SOUTHERNMOST JUNCTION OF
 ED1452'U.S. HIGHWAYS 23 AND 441 (STATE ROUTE 15) AND U.S. HIGHWAY 76
 ED1452'(STATE ROUTE 2) IN CLAYTON, GO SOUTH ALONG U.S. HIGHWAYS 23 AND
 ED1452'441 FOR 1.5 MILES TO THE JUNCTION OF COUNTY ROAD 25 TO THE
 ED1452'LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAYS 23 AND 441 FOR
 ED1452'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH
 ED1452'ALONG U.S. HIGHWAYS 23 AND 441 FOR 0.3 MILE TO THE JUNCTION OF
 ED1452'COUNTY ROAD 163 CROSSING AND THE STATION ON THE LEFT.
 ED1452'
 ED1452'THE STATION IS LOCATED 44 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1452'OF U.S. HIGHWAYS 23 AND 441, 85 FEET SOUTH OF THE CENTERLINE OF
 ED1452'COUNTY ROAD 163, 150.0 FEET SOUTH-SOUTHWEST OF A POWER POLE ON
 ED1452'THE NORTH SIDE OF COUNTY ROAD 163, AND 2.7 FEET WEST-NORTHWEST
 ED1452'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 119-207
 ED1452'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1452'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1452'IS A STANDARD DISK STAMPED 119-207 1975, SET IN AN IRREGULAR
 ED1452'MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE
 ED1452'OF THE GROUND.
 ED1452'
 ED1452'THE AZIMUTH MARK IS LOCATED 55 FEET (SLOPE DISTANCE) WEST-NORTHWEST
 ED1452'OF THE CENTERLINE OF U.S. HIGHWAYS 23 AND 441, 39.6 FEET
 ED1452'SOUTHEAST OF A POWER POLE, AND 54.7 FEET EAST OF A TELEPHONE
 ED1452'POLE.  IT IS A STANDARD DISK STAMPED 119-207 1975 AZMK, SET IN A
 ED1452'1 INCH DRILL HOLE IN BEDROCK.
 ED1452
 ED1452                          STATION RECOVERY (1976)
 ED1452
 ED1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WRN)
 ED1452'THE AZIMUTH MARK WAS FOUND TO BE IN DANGER OF DESTRUCTION BY
 ED1452'HIGHWAY CONSTRUCTION.  AZIMUTH MARK 2 WAS ESTABLISHED BY
 ED1452'M.E. RICHARDS, RESIDENT HIGHWAY ENGINEER, STATE OF GEORGIA
 ED1452'DEPARTMENT OF TRANSPORTATION.  THE DISTANCE FROM THE STATION TO
 ED1452'AZIMUTH MARK 2 OF 3886.923 FEET WAS MEASURED WITH A HEWLETT
 ED1452'PACKARD 3800 DISTANCE METER.  SINCE NO DATA CONCERNING
 ED1452'CALIBRATION WAS SUBMITTED, THE DISTANCE WAS RECORDED TO THE
 ED1452'NEAREST TENTH OF A FOOT ABOVE.
 ED1452'
 ED1452'THE ORIGINAL STATION DESCRIPTION WAS FOUND TO BE SUFFICIENT.
 ED1452'
 ED1452'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO NORTH-NORTHEAST
 ED1452'ALONG U.S. HIGHWAYS 23 AND 441 FOR 0.75 MILE TO THE MARK ON THE
 ED1452'LEFT.  IT IS LOCATED AT THE SOUTHERN END OF A 25 FOOT CUT BANK 2
 ED1452'FEET ABOVE THE ROADWAY, 56 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1452'OF THE HIGHWAY, 13.0 FEET EAST-NORTHEAST OF AN 18 INCH WHITE
 ED1452'PINE TREE WITH A PAINT SPOT, 22.0 FEET SOUTHEAST OF A 24 INCH
 ED1452'WHITE PINE TREE WITH A PAINT SPOT, 56.6 FEET NORTH-NORTHWEST OF
 ED1452'THE NORTHWEST CORNER OF THE CONCRETE HEADWALL OF AN 18 INCH
 ED1452'CONCRETE CULVERT UNDER THE HIGHWAY, 98.6 FEET NORTHWEST OF
 ED1452'THE NORTHWEST CORNER OF ANOTHER HEADWALL ON THE CULVERT ON
 ED1452'THE EASTSIDE OF THE HIGHWAY, AND 2.6 FEET EAST OF A
 ED1452'WITNESS POST.  IT IS A STANDARD GEORGIA DEPARTMENT OF
 ED1452'TRANSPORTATION OFFICE OF LOCATION BRASS SURVEY DISK STAMPED
 ED1452'119-207 1976 AZ MARK 2, SET IN THE TOP OF A 6 INCH
 ED1452'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1452'GROUND.  AN IRON ROD WAS PLACED INSIDE THE POST.
 ED1452'
 ED1452'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ED1452'
 ED1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1452'1-1/4 MILES EAST OF TIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1455 ***********************************************************************
 ED1455  DESIGNATION -  BV 119 208
 ED1455  PID         -  ED1455
 ED1455  STATE/COUNTY-  GA/RABUN
 ED1455  USGS QUAD   -  DILLARD (1988)
 ED1455
 ED1455                         *CURRENT SURVEY CONTROL
 ED1455  ___________________________________________________________________
 ED1455* NAD 83(1994)-  34 57 19.29308(N)    083 23 09.64292(W)     ADJUSTED  
 ED1455* NAVD 88     -       653.     (meters)    2142.     (feet)  VERTCON   
 ED1455  ___________________________________________________________________
 ED1455  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 ED1455  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 ED1455
 ED1455  HORZ ORDER  -  SECOND
 ED1455
 ED1455.The horizontal coordinates were established by classical geodetic methods
 ED1455.and adjusted by the National Geodetic Survey in September 1997..
 ED1455
 ED1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1455
 ED1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1455
 ED1455.The geoid height was determined by GEOID03.
 ED1455
 ED1455;                    North         East     Units Scale Factor Converg.
 ED1455;SPC GA W     -   549,750.384   771,296.859   MT  0.99996263   +0 26 50.2
 ED1455;SPC GA W     - 1,803,639.38  2,530,496.44   sFT  0.99996263   +0 26 50.2
 ED1455;UTM  17      - 3,870,692.558   282,132.474   MT  1.00018504   -1 22 03.3
 ED1455
 ED1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1455!SPC GA W     -   0.99990206  x   0.99996263  =   0.99986469
 ED1455!UTM  17      -   0.99990206  x   1.00018504  =   1.00008708
 ED1455
 ED1455|---------------------------------------------------------------------|
 ED1455| PID    Reference Object                     Distance      Geod. Az  |
 ED1455|                                                           dddmmss.s |
 ED1455| ED1454 BV 119 208 GADT 1975 PTA             15.582 METERS 14459     |
 ED1455| ED2884 BV 119 208 AZ MK                                   1871957.2 |
 ED1455|---------------------------------------------------------------------|
 ED1455
 ED1455                          SUPERSEDED SURVEY CONTROL
 ED1455
 ED1455  NAD 83(1986)-  34 57 19.30576(N)    083 23 09.65966(W) AD(       ) 2
 ED1455  NAD 27      -  34 57 18.97962(N)    083 23 10.08569(W) AD(       ) 2
 ED1455  NGVD 29 (07/19/86)  653.     (m)         2142.     (f) VERT ANG       
 ED1455
 ED1455.Superseded values are not recommended for survey control.
 ED1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1455.See file dsdata.txt to determine how the superseded data were derived.
 ED1455
 ED1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8213270693(NAD 83)
 ED1455_MARKER: DD = SURVEY DISK
 ED1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1455
 ED1455  HISTORY     - Date     Condition        Report By
 ED1455  HISTORY     - 1975     MONUMENTED       GADT
 ED1455
 ED1455                          STATION DESCRIPTION
 ED1455
 ED1455'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1455'THE STATION IS LOCATED IN RABUN GAP ON STATE RIGHT OF WAY.
 ED1455'
 ED1455'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RABUN GAP, GO
 ED1455'SOUTH ALONG U.S. HIGHWAYS 23 AND 441 (STATE ROUTE 15) FOR 0.2
 ED1455'MILE TO THE STATION ON THE LEFT.
 ED1455'
 ED1455'THE STATION IS LOCATED 30.5 FEET EAST OF THE CENTERLINE OF
 ED1455'U.S. HIGHWAYS 23 AND 441, 157.0 FEET SOUTHWEST OF A TELEPHONE
 ED1455'POLE IDENTIFIED WITH 2/27 ALUMINUM NUMBERS, 93.5 FEET
 ED1455'WEST-NORTHWEST OF A TELEPHONE POLE IDENTIFIED WITH 2/26 ALUMINUM
 ED1455'NUMBERS, 41.2 FEET SOUTHEAST OF A CROSS ROAD WARNING SIGN, AND
 ED1455'3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1455'STAMPED 119-208 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1455'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1455'UNDERGROUND STATION IS A STANDARD DISK STAMPED 119-208 1975,
 ED1455'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1455'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1455'
 ED1455'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1455'SOUTH ALONG U.S. HIGHWAYS 23 AND 441 FOR 0.75 MILE TO THE
 ED1455'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 45 FEET WEST OF THE
 ED1455'CENTERLINE OF U.S. HIGHWAYS 23 AND 441, 22.0 FEET NORTHWEST OF
 ED1455'THE NORTH END OF A DRAIN PIPE UNDER A DRIVEWAY TO THE WEST, 50.0
 ED1455'FEET NORTH-NORTHWEST OF THE SOUTH END OF THE DRAIN PIPE, 35.5
 ED1455'FEET NORTHEAST OF THE TERMINAL POST OF A FENCELINE ENDING AT
 ED1455'THE DRIVEWAY, 27.0 FEET EAST OF THE FENCELINE, 3.5 FEET WEST OF
 ED1455'A POWER POLE, AND 2.4 FEET EAST OF A WITNESS POST.  IT IS A
 ED1455'STANDARD DISK STAMPED 119-208 1975 AZMK, SET IN THE TOP
 ED1455'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1455'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1815 ***********************************************************************
 ED1815  DESIGNATION -  BV 119 209
 ED1815  PID         -  ED1815
 ED1815  STATE/COUNTY-  GA/RABUN
 ED1815  USGS QUAD   -  HIGHTOWER BALD (1988)
 ED1815
 ED1815                         *CURRENT SURVEY CONTROL
 ED1815  ___________________________________________________________________
 ED1815* NAD 83(1994)-  34 54 31.62345(N)    083 36 51.59235(W)     ADJUSTED  
 ED1815* NAVD 88     -       783.     (meters)    2569.     (feet)  VERTCON   
 ED1815  ___________________________________________________________________
 ED1815  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 ED1815  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 ED1815
 ED1815  HORZ ORDER  -  SECOND
 ED1815
 ED1815.The horizontal coordinates were established by classical geodetic methods
 ED1815.and adjusted by the National Geodetic Survey in September 1997..
 ED1815
 ED1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1815
 ED1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1815
 ED1815.The geoid height was determined by GEOID03.
 ED1815
 ED1815;                    North         East     Units Scale Factor Converg.
 ED1815;SPC GA W     -   544,444.846   750,472.807   MT  0.99993139   +0 18 57.9
 ED1815;SPC GA W     - 1,786,232.80  2,462,176.20   sFT  0.99993139   +0 18 57.9
 ED1815;UTM  17      - 3,866,047.441   261,144.687   MT  1.00030321   -1 29 48.5
 ED1815
 ED1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1815!SPC GA W     -   0.99988159  x   0.99993139  =   0.99981298
 ED1815!UTM  17      -   0.99988159  x   1.00030321  =   1.00018476
 ED1815
 ED1815:                Primary Azimuth Mark                     Grid Az
 ED1815:SPC GA W     -  BV 119 209 AZ MK                         159 53 37.1
 ED1815:UTM  17      -  BV 119 209 AZ MK                         161 42 23.5
 ED1815
 ED1815|---------------------------------------------------------------------|
 ED1815| PID    Reference Object                     Distance      Geod. Az  |
 ED1815|                                                           dddmmss.s |
 ED1815| ED3220 BV 119 209 AZ MK                                   1601235.0 |
 ED1815| ED1834 OAKEY                               APPROX.18.7 KM 1602227.8 |
 ED1815| ED1816 BV 119 209 GADT 1975 PTA             14.837 METERS 21333     |
 ED1815|---------------------------------------------------------------------|
 ED1815
 ED1815                          SUPERSEDED SURVEY CONTROL
 ED1815
 ED1815  NAD 83(1986)-  34 54 31.63172(N)    083 36 51.59384(W) AD(       ) 2
 ED1815  NAD 27      -  34 54 31.30605(N)    083 36 51.97287(W) AD(       ) 2
 ED1815  NGVD 29 (07/19/86)  783.     (m)         2569.     (f) VERT ANG       
 ED1815
 ED1815.Superseded values are not recommended for survey control.
 ED1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1815.See file dsdata.txt to determine how the superseded data were derived.
 ED1815
 ED1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6114566047(NAD 83)
 ED1815_MARKER: DD = SURVEY DISK
 ED1815_SETTING: 66 = SET IN ROCK OUTCROP
 ED1815_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ED1815
 ED1815  HISTORY     - Date     Condition        Report By
 ED1815  HISTORY     - 1975     MONUMENTED       GADT
 ED1815
 ED1815                          STATION DESCRIPTION
 ED1815
 ED1815'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1815'THE STATION IS LOCATED APPROXIMATELY 8-1/2 MILES EAST-SOUTHEAST
 ED1815'OF HIAWASEE, 11-1/4 MILES WEST-NORTHWEST OF TIGER, AND 11 MILES
 ED1815'NORTH OF BATESVILLE ON STATE RIGHT OF WAY.
 ED1815'
 ED1815'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HIAWASEE, GO
 ED1815'SOUTHEAST ALONG U.S. HIGHWAY 76 (STATE ROUTES 2, 75, AND 17) FOR
 ED1815'2.9 MILES TO THE EASTERNMOST JUNCTION OF STATE ROUTES 17 AND 75
 ED1815'TO THE RIGHT.  CONTINUE GOING EASTERLY ALONG U.S. HIGHWAY 76
 ED1815'(STATE ROUTE 2) FOR 2.45 MILES TO THE JUNCTION OF COUNTY ROAD 99
 ED1815'TO THE RIGHT AT A BRIDGE OVER A CREEK.  CONTINUE GOING EASTERLY
 ED1815'ALONG U.S. HIGHWAY 76 FOR 2.65 MILES TO THE UPPER HIGHTOWER
 ED1815'BAPTIST CHURCH ON THE LEFT.  CONTINUE GOING SOUTHEAST ALONG
 ED1815'U.S. HIGHWAY 76 FOR 2.8 MILES TO THE RABUN-TOWNS COUNTY LINE
 ED1815'AND THE JUNCTION OF THE APPALACHIAN TRAIL CROSSING.  CONTINUE
 ED1815'GOING SOUTHEAST ALONG U.S. HIGHWAY 76 FOR 0.3 MILE TO A CURVE
 ED1815'TO THE RIGHT AND THE STATION ON THE LEFT.
 ED1815'
 ED1815'THE STATION IS LOCATED 59 FEET NORTH-NORTHEAST OF THE
 ED1815'CENTERLINE OF U.S. HIGHWAY 76, 111.8 FEET EAST-NORTHEAST OF A 36
 ED1815'INCH CONCRETE CULVERT, 19.7 FEET SOUTHWEST OF A 4 INCH SHORT
 ED1815'LEAF PINE TREE, 15.7 FEET SOUTH-SOUTHWEST OF FOUR 3 INCH DOGWOOD
 ED1815'TREES, 110.0 FEET EAST-SOUTHEAST OF A 12 INCH HICKORY TREE, AND
 ED1815'12.6 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 ED1815'BRASS DISK STAMPED 119-209 1975, SET IN THE TOP OF A 1 INCH
 ED1815'DRILL HOLE IN BEDROCK.
 ED1815'
 ED1815'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 ED1815'SOUTH ALONG U.S. HIGHWAY 76 FOR APPROXIMATELY 300 FEET TO THE
 ED1815'MARK ON THE LEFT ON TOP OF A 45 FOOT CUT BANK.  IT IS LOCATED 56
 ED1815'FEET (SLOPE DISTANCE) EAST OF THE CENTERLINE OF U.S. HIGHWAY 76,
 ED1815'35.5 FEET NORTHWEST OF A 12 INCH OAK TREE ON THE SOUTH SLOPE OF
 ED1815'THE RIDGE, 32.0 FEET WEST-SOUTHWEST OF A 6 INCH PINE ON THE
 ED1815'RIDGE, AND 1.5 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 ED1815'DISK STAMPED 119-209 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1815'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1815'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1450 ***********************************************************************
 ED1450  DESIGNATION -  BV 119 211
 ED1450  PID         -  ED1450
 ED1450  STATE/COUNTY-  GA/RABUN
 ED1450  USGS QUAD   -  TIGER (1972)
 ED1450
 ED1450                         *CURRENT SURVEY CONTROL
 ED1450  ___________________________________________________________________
 ED1450* NAD 83(1994)-  34 47 22.89317(N)    083 24 27.17138(W)     ADJUSTED  
 ED1450* NAVD 88     -       543.     (meters)    1781.     (feet)  VERTCON   
 ED1450  ___________________________________________________________________
 ED1450  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 ED1450  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 ED1450
 ED1450  HORZ ORDER  -  SECOND
 ED1450
 ED1450.The horizontal coordinates were established by classical geodetic methods
 ED1450.and adjusted by the National Geodetic Survey in September 1997..
 ED1450
 ED1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1450
 ED1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1450
 ED1450.The geoid height was determined by GEOID03.
 ED1450
 ED1450;                    North         East     Units Scale Factor Converg.
 ED1450;SPC GA W     -   531,357.749   769,469.195   MT  0.99995946   +0 25 59.3
 ED1450;SPC GA W     - 1,743,296.21  2,524,500.18   sFT  0.99995946   +0 25 59.3
 ED1450;UTM  17      - 3,852,362.650   279,723.877   MT  1.00019807   -1 22 27.2
 ED1450
 ED1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1450!SPC GA W     -   0.99991943  x   0.99995946  =   0.99987889
 ED1450!UTM  17      -   0.99991943  x   1.00019807  =   1.00011748
 ED1450
 ED1450:                Primary Azimuth Mark                     Grid Az
 ED1450:SPC GA W     -  BV 119 211 AZ MK                         312 48 17.4
 ED1450:UTM  17      -  BV 119 211 AZ MK                         314 36 43.9
 ED1450
 ED1450|---------------------------------------------------------------------|
 ED1450| PID    Reference Object                     Distance      Geod. Az  |
 ED1450|                                                           dddmmss.s |
 ED1450| ED2886 BV 119 211 AZ MK                                   3131416.7 |
 ED1450| ED1451 BV 119 211 GADT 1975 PTA             21.977 METERS 35824     |
 ED1450|---------------------------------------------------------------------|
 ED1450
 ED1450                          SUPERSEDED SURVEY CONTROL
 ED1450
 ED1450  NAD 83(1986)-  34 47 22.90253(N)    083 24 27.17161(W) AD(       ) 2
 ED1450  NAD 27      -  34 47 22.56854(N)    083 24 27.57564(W) AD(       ) 2
 ED1450  NGVD 29 (07/19/86)  543.     (m)         1781.     (f) VERT ANG       
 ED1450
 ED1450.Superseded values are not recommended for survey control.
 ED1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1450.See file dsdata.txt to determine how the superseded data were derived.
 ED1450
 ED1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7972452363(NAD 83)
 ED1450_MARKER: DD = SURVEY DISK
 ED1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1450
 ED1450  HISTORY     - Date     Condition        Report By
 ED1450  HISTORY     - 1975     MONUMENTED       GADT
 ED1450
 ED1450                          STATION DESCRIPTION
 ED1450
 ED1450'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1450'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES EAST-NORTHEAST OF
 ED1450'LAKEMONT, 1 MILE SOUTHEAST OF WILEY, AND 3-1/2 MILES NORTH OF
 ED1450'TALLULAH FALLS ON STATE RIGHT OF WAY.
 ED1450'
 ED1450'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WILEY, GO
 ED1450'SOUTHEAST ALONG U.S. HIGHWAYS 23 AND 441 (STATE ROUTE 15) FOR
 ED1450'1 MILE TO THE JUNCTION OF WOLF CREEK ROAD (COUNTY ROAD 90881)
 ED1450'CROSSING AND THE STATION ON THE LEFT.
 ED1450'
 ED1450'THE STATION IS LOCATED 51 FEET SOUTH OF THE CENTERLINE OF WOLF
 ED1450'CREEK ROAD, 48 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS
 ED1450'23 AND 441 (STATE ROUTE 15), 132.0 FEET EAST-SOUTHEAST OF THE
 ED1450'POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND THE
 ED1450'ROAD, 35.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 15 INCH
 ED1450'CULVERT HEADWALL, AND 3.5 FEET NORTH OF A WITNESS POST.  IT IS A
 ED1450'STANDARD BRASS DISK STAMPED 119-211 1975, SET IN THE TOP OF A
 ED1450'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1450'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1450'119-211 1975, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1450'0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1450'
 ED1450'TO REACH THE AZIMUTH MARK FROM THE U.S. POST OFFICE IN WILEY, GO
 ED1450'NORTHWEST ALONG U.S. HIGHWAYS 23 AND 441 (STATE ROUTE 15) FOR
 ED1450'APPROXIMATELY 200 FEET TO THE MARK ON THE RIGHT.  IT IS LOCATED 55
 ED1450'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 23 AND 441, 87
 ED1450'FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 ED1450'CENTERLINES OF A DRIVEWAY TO A CHURCH TO THE NORTH AND U.S.
 ED1450'HIGHWAYS 23 AND 441, 208.0 FEET NORTH OF THE EASTERNMOST
 ED1450'CORNER OF THE U.S. POST OFFICE BUILDING, AND 3.5 FEET NORTHWEST
 ED1450'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 119-211 1975
 ED1450'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1450'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1458 ***********************************************************************
 ED1458  DESIGNATION -  BV 119 4 SHDSAM 1975
 ED1458  PID         -  ED1458
 ED1458  STATE/COUNTY-  GA/RABUN
 ED1458  USGS QUAD   -  DILLARD (1988)
 ED1458
 ED1458                         *CURRENT SURVEY CONTROL
 ED1458  ___________________________________________________________________
 ED1458* NAD 83(1994)-  34 54 16.13157(N)    083 24 46.46402(W)     ADJUSTED  
 ED1458* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 ED1458  ___________________________________________________________________
 ED1458  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 ED1458  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 ED1458
 ED1458  HORZ ORDER  -  SECOND
 ED1458
 ED1458.The horizontal coordinates were established by classical geodetic methods
 ED1458.and adjusted by the National Geodetic Survey in September 1998..
 ED1458
 ED1458.The orthometric height was scaled from a topographic map.
 ED1458
 ED1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1458
 ED1458.The geoid height was determined by GEOID03.
 ED1458
 ED1458;                    North         East     Units Scale Factor Converg.
 ED1458;SPC GA W     -   544,087.542   768,883.039   MT  0.99995846   +0 25 52.8
 ED1458;SPC GA W     - 1,785,060.54  2,522,577.10   sFT  0.99995846   +0 25 52.8
 ED1458;UTM  17      - 3,865,107.658   279,540.034   MT  1.00019906   -1 22 52.5
 ED1458
 ED1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1458!SPC GA W     -   0.99983978  x   0.99995846  =   0.99979825
 ED1458!UTM  17      -   0.99983978  x   1.00019906  =   1.00003881
 ED1458
 ED1458                          SUPERSEDED SURVEY CONTROL
 ED1458
 ED1458  NAD 83(1994)-  34 54 16.13503(N)    083 24 46.41927(W) AD(       ) 2
 ED1458  NAD 83(1986)-  34 54 16.14641(N)    083 24 46.42751(W) AD(       ) 2
 ED1458  NAD 27      -  34 54 15.81806(N)    083 24 46.84146(W) AD(       ) 2
 ED1458
 ED1458.Superseded values are not recommended for survey control.
 ED1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1458.See file dsdata.txt to determine how the superseded data were derived.
 ED1458
 ED1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7954065108(NAD 83)
 ED1458_MARKER: DD = SURVEY DISK
 ED1458_SETTING: 66 = SET IN ROCK OUTCROP
 ED1458_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ED1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1458+STABILITY: POSITION/ELEVATION WELL
 ED1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1458+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2004
 ED1458
 ED1458  HISTORY     - Date     Condition        Report By
 ED1458  HISTORY     - 1975     MONUMENTED       GADT
 ED1458  HISTORY     - 20040916 GOOD             USPSQD
 ED1458
 ED1458                          STATION DESCRIPTION
 ED1458
 ED1458'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1458'THE STATION IS BV 119 4 (SHDSAM).  IT IS A STANDARD BRASS DISK
 ED1458'ESTABLISHED BY THE STATE HIGHWAY DEPARTMENT, OFFICE OF SURVEYS AND
 ED1458'AERIAL MAPPING STAMPED 119 4 SET IN A 3/4 INCH DRILL HOLE IN
 ED1458'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 ED1458'APPROXIMATELY 1-3/4 MILES SOUTHWEST OF MOUNTAIN CITY, AND 2 MILES
 ED1458'NORTH-NORTHWEST OF CLAYTON ON STATE OF GEORGIA PROPERTY.  TO REACH
 ED1458'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 441 (STATE
 ED1458'ROUTE 15) AND BLACK ROCK MOUNTAIN ROAD (COUNTY ROAD 45) IN
 ED1458'MOUNTAIN CITY, GO WEST ALONG BLACK ROCK MOUNTAIN ROAD FOR 1.15
 ED1458'MILES TO THE JUNCTION OF COUNTY ROAD 42 CROSSING AND A BLACK
 ED1458'ROCK MOUNTAIN STATE PARK SIGN ON THE RIGHT.  CONTINUE GOING
 ED1458'ALONG BLACK ROCK MOUNTAIN ROAD FOR 2.1 MILES TO THE BLACK ROCK
 ED1458'MOUNTAIN STATE PARK VISITORS CENTER AND OVERLOOK AND THE
 ED1458'STATION.  THE STATION IS LOCATED APPROXIMATELY 35 YARDS SOUTH OF
 ED1458'THE ROAD, 40.0 FEET SOUTH OF A STEEL FRAME CROSS, 84.7 FEET
 ED1458'SOUTHWEST OF THE SOUTHWEST CORNER OF THE VISITORS CENTER AND
 ED1458'CONCESSION STAND STONE BUILDING, AND 31.62 FEET WEST OF BV
 ED1458'119 204 (GADT).
 ED1458
 ED1458                          STATION RECOVERY (2004)
 ED1458
 ED1458'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 ED1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1989 ***********************************************************************
 BT1989  DESIGNATION -  BV 120 200
 BT1989  PID         -  BT1989
 BT1989  STATE/COUNTY-  GA/RANDOLPH
 BT1989  USGS QUAD   -  BROOKSVILLE (1972)
 BT1989
 BT1989                         *CURRENT SURVEY CONTROL
 BT1989  ___________________________________________________________________
 BT1989* NAD 83(1994)-  31 50 36.15541(N)    084 37 33.75045(W)     ADJUSTED  
 BT1989* NAVD 88     -       147.0    (meters)     482.     (feet)  VERTCON   
 BT1989  ___________________________________________________________________
 BT1989  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BT1989  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BT1989
 BT1989  HORZ ORDER  -  SECOND
 BT1989
 BT1989.The horizontal coordinates were established by classical geodetic methods
 BT1989.and adjusted by the National Geodetic Survey in September 1997..
 BT1989
 BT1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1989
 BT1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1989
 BT1989.The geoid height was determined by GEOID03.
 BT1989
 BT1989;                    North         East     Units Scale Factor Converg.
 BT1989;SPC GA W     -   204,443.291   656,522.715   MT  0.99992331   -0 14 32.5
 BT1989;SPC GA W     -   670,744.36  2,153,941.61   sFT  0.99992331   -0 14 32.5
 BT1989;UTM  16      - 3,525,531.604   724,642.084   MT  1.00022241   +1 15 10.9
 BT1989
 BT1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1989!SPC GA W     -   0.99998106  x   0.99992331  =   0.99990437
 BT1989!UTM  16      -   0.99998106  x   1.00022241  =   1.00020346
 BT1989
 BT1989:                Primary Azimuth Mark                     Grid Az
 BT1989:SPC GA W     -  CHAMBLISS TV STA WACS MAST               033 43 36.3
 BT1989:UTM  16      -  CHAMBLISS TV STA WACS MAST               032 13 52.9
 BT1989
 BT1989|---------------------------------------------------------------------|
 BT1989| PID    Reference Object                     Distance      Geod. Az  |
 BT1989|                                                           dddmmss.s |
 BT1989| BT1965 CHAMBLISS TV STA WACS MAST          APPROX.12.4 KM 0332903.8 |
 BT1989| BT1983 BV 120 200 GAHD 1973 PTA             26.936 METERS 30418     |
 BT1989| CY8560 BV 120 200 AZ MK                                   3105920.5 |
 BT1989|---------------------------------------------------------------------|
 BT1989
 BT1989                          SUPERSEDED SURVEY CONTROL
 BT1989
 BT1989  NAD 83(1994)-  31 50 36.16159(N)    084 37 33.75227(W) AD(       ) 2
 BT1989  NAD 83(1986)-  31 50 36.16176(N)    084 37 33.75199(W) AD(       ) 2
 BT1989  NAD 27      -  31 50 35.57415(N)    084 37 34.04592(W) AD(       ) 2
 BT1989  NGVD 29 (07/19/86)  147.1    (m)          483.     (f) VERT ANG       
 BT1989
 BT1989.Superseded values are not recommended for survey control.
 BT1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1989.See file dsdata.txt to determine how the superseded data were derived.
 BT1989
 BT1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2464225532(NAD 83)
 BT1989_MARKER: DD = SURVEY DISK
 BT1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1989
 BT1989  HISTORY     - Date     Condition        Report By
 BT1989  HISTORY     - 1973     MONUMENTED       GADT
 BT1989
 BT1989                          STATION DESCRIPTION
 BT1989
 BT1989'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1989'THE STATION IS ABOUT 5.0 MILES NORTH AND
 BT1989'9.0 MILES EAST OF CUTHBERT, 6.0 MILES NORTH AND 1.0 MILE WEST
 BT1989'OF DAWSON, 9.1 MILES SOUTH AND 0.9 MILE WEST OF WESTON.
 BT1989'
 BT1989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55
 BT1989'AND 41 IN WESTON, GO SOUTH ON HIGHWAY 41 FOR 11.2 MILES TO THE
 BT1989'STATION ON THE RIGHT.
 BT1989'
 BT1989'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 BT1989'HIGHWAY 41 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 BT1989'
 BT1989'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1989'DEPARTMENT, STAMPED 120-200.  THE SURFACE DISK IS SET IN THE
 BT1989'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1989'WITH THE GROUND.  IT IS 14.0 FEET SOUTHEAST OF A TELEPHONE LINE
 BT1989'JUNCTION BOX, 6.2 FEET NORTHEAST OF A WITNESS POST AND 40.0
 BT1989'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 41.  THE
 BT1989'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.9
 BT1989'FEET BELOW THE SURFACE OF THE GROUND.
 BT1989'
 BT1989'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1989'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1989'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1989'GROUND.  IT IS 41.0 FEET WEST OF THE CENTER OF STATE HIGHWAY 41
 BT1989'AND 4.0 FEET EAST OF A POWER LINE POLE.
 BT1989'
 BT1989'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1995 ***********************************************************************
 BT1995  DESIGNATION -  BV 120 201
 BT1995  PID         -  BT1995
 BT1995  STATE/COUNTY-  GA/RANDOLPH
 BT1995  USGS QUAD   -  BENEVOLENCE (1972)
 BT1995
 BT1995                         *CURRENT SURVEY CONTROL
 BT1995  ___________________________________________________________________
 BT1995* NAD 83(1994)-  31 53 02.01241(N)    084 39 18.65113(W)     ADJUSTED  
 BT1995* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 BT1995  ___________________________________________________________________
 BT1995  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BT1995  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT1995
 BT1995  HORZ ORDER  -  SECOND
 BT1995
 BT1995.The horizontal coordinates were established by classical geodetic methods
 BT1995.and adjusted by the National Geodetic Survey in September 1997..
 BT1995
 BT1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1995
 BT1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1995
 BT1995.The geoid height was determined by GEOID03.
 BT1995
 BT1995;                    North         East     Units Scale Factor Converg.
 BT1995;SPC GA W     -   208,947.526   653,785.055   MT  0.99992633   -0 15 28.9
 BT1995;SPC GA W     -   685,522.01  2,144,959.80   sFT  0.99992633   -0 15 28.9
 BT1995;UTM  16      - 3,529,964.104   721,786.919   MT  1.00020669   +1 14 20.5
 BT1995
 BT1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1995!SPC GA W     -   0.99998009  x   0.99992633  =   0.99990642
 BT1995!UTM  16      -   0.99998009  x   1.00020669  =   1.00018677
 BT1995
 BT1995:                Primary Azimuth Mark                     Grid Az
 BT1995:SPC GA W     -  BV 120 201 AZ MK                         027 38 19.4
 BT1995:UTM  16      -  BV 120 201 AZ MK                         026 08 30.0
 BT1995
 BT1995|---------------------------------------------------------------------|
 BT1995| PID    Reference Object                     Distance      Geod. Az  |
 BT1995|                                                           dddmmss.s |
 BT1995| CY8561 BV 120 201 AZ MK                                   0272250.5 |
 BT1995| BT1997 BV 120 201 GAHD 1973 PTA             27.110 METERS 19009     |
 BT1995|---------------------------------------------------------------------|
 BT1995
 BT1995                          SUPERSEDED SURVEY CONTROL
 BT1995
 BT1995  NAD 83(1994)-  31 53 02.01844(N)    084 39 18.65253(W) AD(       ) 2
 BT1995  NAD 83(1986)-  31 53 02.01868(N)    084 39 18.65189(W) AD(       ) 2
 BT1995  NAD 27      -  31 53 01.43706(N)    084 39 18.94887(W) AD(       ) 2
 BT1995  NGVD 29 (07/19/86)  153.2    (m)          503.     (f) VERT ANG       
 BT1995
 BT1995.Superseded values are not recommended for survey control.
 BT1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1995.See file dsdata.txt to determine how the superseded data were derived.
 BT1995
 BT1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2178729964(NAD 83)
 BT1995_MARKER: DD = SURVEY DISK
 BT1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1995
 BT1995  HISTORY     - Date     Condition        Report By
 BT1995  HISTORY     - 1973     MONUMENTED       GADT
 BT1995
 BT1995                          STATION DESCRIPTION
 BT1995
 BT1995'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1995'THE STATION IS LOCATED APPROXIMATELY 6.7 MILES SOUTHWEST OF
 BT1995'WESTON, 11.0 MILES NORTHEAST OF CUTHBERT, 9.2 MILES NORTHWEST
 BT1995'OF SHELLMAN.
 BT1995'
 BT1995'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND GA.
 BT1995'41 IN WESTON, PROCEED SOUTH ON GA. 41 FOR 7.48 MILES TO THE
 BT1995'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH
 BT1995'ON GA. 41 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH STATION
 BT1995'ON THE LEFT.
 BT1995'
 BT1995'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1995'DEPARTMENT, STAMPED 120-201.  THE SURFACE DISK IS SET IN THE
 BT1995'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1995'WITH THE GROUND.  IT IS 7.0 FEET EAST OF THE FENCE, 45.0 FEET
 BT1995'WEST OF THE CENTERLINE OF THE ROAD, 115.0 FEET NORTH OF THE
 BT1995'NORTHEAST CORNER OF A FRAME HOUSE.  THERE IS NO UNDERGROUND
 BT1995'MARKER.
 BT1995'
 BT1995'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1995'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1995'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1995'GROUND.  IT IS LOCATED 43.8 FEET WEST OF THE CENTERLINE OF GA.
 BT1995'41, 4.0 FEET EAST OF A FENCE, 128.0 FEET SOUTHEAST OF A POWER
 BT1995'POLE.
 BT1995'
 BT1995'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2041 ***********************************************************************
 BT2041  DESIGNATION -  BV 120 202
 BT2041  PID         -  BT2041
 BT2041  STATE/COUNTY-  GA/RANDOLPH
 BT2041  USGS QUAD   -  CARNEGIE (1973)
 BT2041
 BT2041                         *CURRENT SURVEY CONTROL
 BT2041  ___________________________________________________________________
 BT2041* NAD 83(1994)-  31 44 00.66818(N)    084 47 58.27265(W)     ADJUSTED  
 BT2041* NAVD 88     -       133.5    (meters)     438.     (feet)  VERTCON   
 BT2041  ___________________________________________________________________
 BT2041  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 BT2041  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT2041
 BT2041  HORZ ORDER  -  SECOND
 BT2041
 BT2041.The horizontal coordinates were established by classical geodetic methods
 BT2041.and adjusted by the National Geodetic Survey in September 1997..
 BT2041
 BT2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2041
 BT2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2041
 BT2041.The geoid height was determined by GEOID03.
 BT2041
 BT2041;                    North         East     Units Scale Factor Converg.
 BT2041;SPC GA W     -   192,345.398   640,032.823   MT  0.99994434   -0 19 58.3
 BT2041;SPC GA W     -   631,053.19  2,099,841.02   sFT  0.99994434   -0 19 58.3
 BT2041;UTM  16      - 3,513,005.094   708,469.037   MT  1.00013602   +1 09 28.1
 BT2041
 BT2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2041!SPC GA W     -   0.99998316  x   0.99994434  =   0.99992750
 BT2041!UTM  16      -   0.99998316  x   1.00013602  =   1.00011918
 BT2041
 BT2041:                Primary Azimuth Mark                     Grid Az
 BT2041:SPC GA W     -  BV 120 202 AZ MK                         201 54 13.9
 BT2041:UTM  16      -  BV 120 202 AZ MK                         200 24 47.5
 BT2041
 BT2041|---------------------------------------------------------------------|
 BT2041| PID    Reference Object                     Distance      Geod. Az  |
 BT2041|                                                           dddmmss.s |
 BT2041| CY8562 BV 120 202 AZ MK                                   2013415.6 |
 BT2041| BT2040 BV 120 202 GAHD 1973 PTA             21.692 METERS 20441     |
 BT2041|---------------------------------------------------------------------|
 BT2041
 BT2041                          SUPERSEDED SURVEY CONTROL
 BT2041
 BT2041  NAD 83(1994)-  31 44 00.67539(N)    084 47 58.27473(W) AD(       ) 2
 BT2041  NAD 83(1986)-  31 44 00.67611(N)    084 47 58.27412(W) AD(       ) 2
 BT2041  NAD 27      -  31 44 00.08277(N)    084 47 58.56166(W) AD(       ) 2
 BT2041  NGVD 29 (07/19/86)  133.6    (m)          438.     (f) VERT ANG       
 BT2041
 BT2041.Superseded values are not recommended for survey control.
 BT2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2041.See file dsdata.txt to determine how the superseded data were derived.
 BT2041
 BT2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA0846913005(NAD 83)
 BT2041_MARKER: DD = SURVEY DISK
 BT2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2041
 BT2041  HISTORY     - Date     Condition        Report By
 BT2041  HISTORY     - 1973     MONUMENTED       GADT
 BT2041
 BT2041                          STATION DESCRIPTION
 BT2041
 BT2041'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2041'THE STATION IS ABOUT 2.6 MILES SOUTH AND 0.6 MILE WEST OF
 BT2041'CUTHBERT, 6.5 MILES NORTH AND 1.3 MILES WEST OF CARNEGIE, 1.5
 BT2041'MILE SOUTH AND 10.6 MILES WEST OF SHELLMAN.
 BT2041'
 BT2041'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND U.S. 27
 BT2041'IN CUTHBERT PROCEED SOUTH ON U.S. 27 FOR 2.5 MILES TO THE
 BT2041'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH
 BT2041'ON U.S. 27 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON
 BT2041'THE LEFT.
 BT2041'
 BT2041'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT2041'DEPARTMENT, STAMPED 120-202.  THE SURFACE DISK IS SET IN THE
 BT2041'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2041'WITH THE GROUND.  IT IS 2.0 FEET EAST OF THE FENCE, 49.0 FEET
 BT2041'WEST OF THE CENTERLINE OF THE PAVED ROAD, 3.0 FEET SOUTHEAST OF
 BT2041'THE FENCE CORNER.  THE UNDERGROUND MARKER IS SET IN AN
 BT2041'IRREGULAR MASS OF CONCRETE THAT IS 1.9 FEET BELOW THE SURFACE
 BT2041'DISK.
 BT2041'
 BT2041'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2041'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT2041'CYLINDRICAL CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS 49.0
 BT2041'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 2.0 FEET WEST OF
 BT2041'THE FENCE, 59.0 FEET NORTHWEST OF THE FENCE CORNER.
 BT2041'
 BT2041'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2033 ***********************************************************************
 BT2033  DESIGNATION -  BV 120 203
 BT2033  PID         -  BT2033
 BT2033  STATE/COUNTY-  GA/RANDOLPH
 BT2033  USGS QUAD   -  MARTINS CROSSROADS (1973)
 BT2033
 BT2033                         *CURRENT SURVEY CONTROL
 BT2033  ___________________________________________________________________
 BT2033* NAD 83(1994)-  31 44 46.70141(N)    084 43 21.81965(W)     ADJUSTED  
 BT2033* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 BT2033  ___________________________________________________________________
 BT2033  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BT2033  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BT2033
 BT2033  HORZ ORDER  -  SECOND
 BT2033
 BT2033.The horizontal coordinates were established by classical geodetic methods
 BT2033.and adjusted by the National Geodetic Survey in September 1997..
 BT2033
 BT2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2033
 BT2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2033
 BT2033.The geoid height was determined by GEOID03.
 BT2033
 BT2033;                    North         East     Units Scale Factor Converg.
 BT2033;SPC GA W     -   193,723.428   647,316.783   MT  0.99993422   -0 17 33.3
 BT2033;SPC GA W     -   635,574.28  2,123,738.48   sFT  0.99993422   -0 17 33.3
 BT2033;UTM  16      - 3,514,572.519   715,716.239   MT  1.00017394   +1 11 55.2
 BT2033
 BT2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2033!SPC GA W     -   0.99998303  x   0.99993422  =   0.99991726
 BT2033!UTM  16      -   0.99998303  x   1.00017394  =   1.00015697
 BT2033
 BT2033:                Primary Azimuth Mark                     Grid Az
 BT2033:SPC GA W     -  BV 120 203 AZ MK                         290 44 46.8
 BT2033:UTM  16      -  BV 120 203 AZ MK                         289 15 18.3
 BT2033
 BT2033|---------------------------------------------------------------------|
 BT2033| PID    Reference Object                     Distance      Geod. Az  |
 BT2033|                                                           dddmmss.s |
 BT2033| CY8563 BV 120 203 AZ MK                                   2902713.5 |
 BT2033|---------------------------------------------------------------------|
 BT2033
 BT2033                          SUPERSEDED SURVEY CONTROL
 BT2033
 BT2033  NAD 83(1994)-  31 44 46.70830(N)    084 43 21.82181(W) AD(       ) 2
 BT2033  NAD 83(1986)-  31 44 46.70864(N)    084 43 21.82152(W) AD(       ) 2
 BT2033  NAD 27      -  31 44 46.11609(N)    084 43 22.11263(W) AD(       ) 2
 BT2033  NGVD 29 (07/19/86)  134.5    (m)          441.     (f) VERT ANG       
 BT2033
 BT2033.Superseded values are not recommended for survey control.
 BT2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2033.See file dsdata.txt to determine how the superseded data were derived.
 BT2033
 BT2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1571614573(NAD 83)
 BT2033_MARKER: DD = SURVEY DISK
 BT2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2033
 BT2033  HISTORY     - Date     Condition        Report By
 BT2033  HISTORY     - 1973     MONUMENTED       GADT
 BT2033  HISTORY     - 20010920 MARK NOT FOUND   WOLVER
 BT2033
 BT2033                          STATION DESCRIPTION
 BT2033
 BT2033'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2033'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES SOUTHEAST OF
 BT2033'CUTHBERT, 6.2 MILES SOUTHWEST OF SHELLMAN, 7.9 MILES NORTHEAST
 BT2033'OF CARNEGIE.
 BT2033'
 BT2033'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND
 BT2033'WEBSTER STREET IN CUTHBERT, PROCEED EAST ON U.S. 82 FOR 1.15
 BT2033'MILE TO COUNTY ROAD NO. 91662, TURN RIGHT ON PAVED COUNTY ROAD
 BT2033'NO. 91662 FOR 3.30 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BT2033'THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD NO. 91662
 BT2033'FROM THE STATION FOR 0.35 MILE TO THE AZIMUTH STATION ON THE
 BT2033'LEFT.
 BT2033'
 BT2033'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT2033'DEPARTMENT, STAMPED 120-203.  THE SURFACE DISK IS SET IN THE
 BT2033'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2033'WITH THE GROUND.  IT IS 1.5 FEET NORTHEAST OF THE WITNESS POST,
 BT2033'27.0 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 105.0
 BT2033'FEET NORTHWEST OF THE POWER POLE.  THE UNDERGROUND MARKER IS SET
 BT2033'IN AN IRREGULAR MASS OF CONCRETE 1.5 FEET BELOW THE SURFACE
 BT2033'DISK.
 BT2033'
 BT2033'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2033'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT2033'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2033'GROUND.  IT IS 38.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT2033'ROAD, 110.0 FEET SOUTHEAST OF THE CONCRETE PIPE, 11.0 FEET
 BT2033'NORTHEAST OF THE POWER POLE.
 BT2033'
 BT2033'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 BT2033
 BT2033                          STATION RECOVERY (2001)
 BT2033
 BT2033'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (TES)
 BT2033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1987 ***********************************************************************
 BT1987  DESIGNATION -  BV 120 204
 BT1987  PID         -  BT1987
 BT1987  STATE/COUNTY-  GA/RANDOLPH
 BT1987  USGS QUAD   -  BROOKSVILLE (1972)
 BT1987
 BT1987                         *CURRENT SURVEY CONTROL
 BT1987  ___________________________________________________________________
 BT1987* NAD 83(1994)-  31 47 38.35966(N)    084 42 30.12525(W)     ADJUSTED  
 BT1987* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 BT1987  ___________________________________________________________________
 BT1987  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BT1987  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BT1987
 BT1987  HORZ ORDER  -  SECOND
 BT1987
 BT1987.The horizontal coordinates were established by classical geodetic methods
 BT1987.and adjusted by the National Geodetic Survey in September 1997..
 BT1987
 BT1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1987
 BT1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1987
 BT1987.The geoid height was determined by GEOID03.
 BT1987
 BT1987;                    North         East     Units Scale Factor Converg.
 BT1987;SPC GA W     -   199,003.355   648,703.596   MT  0.99993244   -0 17 07.5
 BT1987;SPC GA W     -   652,896.84  2,128,288.38   sFT  0.99993244   -0 17 07.5
 BT1987;UTM  16      - 3,519,888.067   716,965.387   MT  1.00018060   +1 12 28.3
 BT1987
 BT1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1987!SPC GA W     -   0.99998213  x   0.99993244  =   0.99991457
 BT1987!UTM  16      -   0.99998213  x   1.00018060  =   1.00016273
 BT1987
 BT1987:                Primary Azimuth Mark                     Grid Az
 BT1987:SPC GA W     -  BV 120 204 AZ MK                         184 18 34.5
 BT1987:UTM  16      -  BV 120 204 AZ MK                         182 48 58.7
 BT1987
 BT1987|---------------------------------------------------------------------|
 BT1987| PID    Reference Object                     Distance      Geod. Az  |
 BT1987|                                                           dddmmss.s |
 BT1987| CY8564 BV 120 204 AZ MK                                   1840127.0 |
 BT1987| BT1986 BV 120 204 GAHD 1973 PTA             16.344 METERS 20037     |
 BT1987|---------------------------------------------------------------------|
 BT1987
 BT1987                          SUPERSEDED SURVEY CONTROL
 BT1987
 BT1987  NAD 83(1994)-  31 47 38.36649(N)    084 42 30.12715(W) AD(       ) 2
 BT1987  NAD 83(1986)-  31 47 38.36678(N)    084 42 30.12679(W) AD(       ) 2
 BT1987  NAD 27      -  31 47 37.77882(N)    084 42 30.41746(W) AD(       ) 2
 BT1987  NGVD 29 (07/19/86)  140.2    (m)          460.     (f) VERT ANG       
 BT1987
 BT1987.Superseded values are not recommended for survey control.
 BT1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1987.See file dsdata.txt to determine how the superseded data were derived.
 BT1987
 BT1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1696519888(NAD 83)
 BT1987_MARKER: DD = SURVEY DISK
 BT1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1987
 BT1987  HISTORY     - Date     Condition        Report By
 BT1987  HISTORY     - 1973     MONUMENTED       GADT
 BT1987  HISTORY     - 20010920 MARK NOT FOUND   WOLVER
 BT1987
 BT1987                          STATION DESCRIPTION
 BT1987
 BT1987'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1987'THE STATION IS ABOUT 6.1 MILES SOUTHWEST OF BROOKSVILLE, 5.1
 BT1987'MILES NORTHEAST OF CUTHBERT AND 6.1 MILES NORTHWEST OF SHELLMAN.
 BT1987'
 BT1987'TO REACH THE STATION FROM THE JUNCTION OF WEBSTER STREET AND
 BT1987'U.S. HIGHWAY 82 IN CUTHBERT, GO EAST ON HIGHWAY 82 FOR 4.9
 BT1987'MILES TO THE JUNCTION WITH COUNTY ROAD 38.  TURN LEFT AND GO
 BT1987'NORTH ON COUNTY ROAD 38 FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 BT1987'
 BT1987'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1987'DEPARTMENT, STAMPED 120-204.  THE SURFACE DISK IS SET IN THE
 BT1987'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1987'WITH THE GROUND.  IT IS 36.0 FEET EAST OF THE CENTER OF COUNTY
 BT1987'ROAD 38, 113.0 FEET SOUTHEAST OF A TELEPHONE LINE JUNCTION BOX
 BT1987'AND 2.5 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 BT1987'SET IN AN IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE
 BT1987'OF THE GROUND.
 BT1987'
 BT1987'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1987'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1987'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 BT1987'GROUND.  IT IS 39.6 FEET SOUTH OF A TELEPHONE LINE POLE, 5.0
 BT1987'FEET EAST OF A FENCE AND 36.0 FEET WEST OF THE CENTER OF COUNTY
 BT1987'ROAD 38.
 BT1987'
 BT1987'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 BT1987'ROAD 38 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 BT1987'
 BT1987'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 BT1987
 BT1987                          STATION RECOVERY (2001)
 BT1987
 BT1987'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (TES)
 BT1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2003 ***********************************************************************
 BT2003  DESIGNATION -  BV 120 205
 BT2003  PID         -  BT2003
 BT2003  STATE/COUNTY-  GA/RANDOLPH
 BT2003  USGS QUAD   -  DOVEREL (1973)
 BT2003
 BT2003                         *CURRENT SURVEY CONTROL
 BT2003  ___________________________________________________________________
 BT2003* NAD 83(1994)-  31 44 00.43433(N)    084 36 53.35265(W)     ADJUSTED  
 BT2003* NAVD 88     -       117.6    (meters)     386.     (feet)  VERTCON   
 BT2003  ___________________________________________________________________
 BT2003  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BT2003  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT2003
 BT2003  HORZ ORDER  -  SECOND
 BT2003
 BT2003.The horizontal coordinates were established by classical geodetic methods
 BT2003.and adjusted by the National Geodetic Survey in September 1997..
 BT2003
 BT2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2003
 BT2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2003
 BT2003.The geoid height was determined by GEOID03.
 BT2003
 BT2003;                    North         East     Units Scale Factor Converg.
 BT2003;SPC GA W     -   192,251.353   657,534.569   MT  0.99992223   -0 14 08.6
 BT2003;SPC GA W     -   630,744.65  2,157,261.33   sFT  0.99992223   -0 14 08.6
 BT2003;UTM  16      - 3,513,366.482   725,971.675   MT  1.00022982   +1 15 18.2
 BT2003
 BT2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2003!SPC GA W     -   0.99998569  x   0.99992223  =   0.99990792
 BT2003!UTM  16      -   0.99998569  x   1.00022982  =   1.00021551
 BT2003
 BT2003:                Primary Azimuth Mark                     Grid Az
 BT2003:SPC GA W     -  SHELLMAN MUN TANK                        001 50 35.1
 BT2003:UTM  16      -  SHELLMAN MUN TANK                        000 21 08.3
 BT2003
 BT2003|---------------------------------------------------------------------|
 BT2003| PID    Reference Object                     Distance      Geod. Az  |
 BT2003|                                                           dddmmss.s |
 BT2003| BT1970 SHELLMAN MUN TANK                   APPROX. 2.7 KM 0013626.5 |
 BT2003| BT2004 BV 120 205 GAHD 1973 PTA             16.045 METERS 14649     |
 BT2003| CY8565 BV 120 205 AZ MK                                   1813315.6 |
 BT2003| BT1971 SHELLMAN COLUMBIAN PEANUT TANK      APPROX. 2.6 KM 3501102.8 |
 BT2003|---------------------------------------------------------------------|
 BT2003
 BT2003                          SUPERSEDED SURVEY CONTROL
 BT2003
 BT2003  NAD 83(1994)-  31 44 00.44084(N)    084 36 53.35506(W) AD(       ) 2
 BT2003  NAD 83(1986)-  31 44 00.44103(N)    084 36 53.35489(W) AD(       ) 2
 BT2003  NAD 27      -  31 43 59.84391(N)    084 36 53.65210(W) AD(       ) 2
 BT2003  NGVD 29 (07/19/86)  117.7    (m)          386.     (f) VERT ANG       
 BT2003
 BT2003.Superseded values are not recommended for survey control.
 BT2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2003.See file dsdata.txt to determine how the superseded data were derived.
 BT2003
 BT2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2597213366(NAD 83)
 BT2003_MARKER: DD = SURVEY DISK
 BT2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2003
 BT2003  HISTORY     - Date     Condition        Report By
 BT2003  HISTORY     - 1973     MONUMENTED       GADT
 BT2003
 BT2003                          STATION DESCRIPTION
 BT2003
 BT2003'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2003'THE STATION IS ABOUT 1.6 MILE SOUTH OF SHELLMAN, 2.7 MILES SOUTH
 BT2003'AND 9.7 MILES WEST OF DAWSON, 6.3 MILES NORTH AND 9.3 MILES EAST
 BT2003'OF CARNEGIE.
 BT2003'
 BT2003'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND GA 41
 BT2003'IN SHELLMAN PROCEED SOUTH ON GA 41 FOR 2.65 MILES TO THE STATION
 BT2003'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA 41
 BT2003'FROM THE STATION FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2003'
 BT2003'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2003'OF TRANSPORTATION, STAMPED 120-205.  THE SURFACE DISK IS SET IN
 BT2003'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2003'WITH THE GROUND.  IT IS 4.0 FEET NORTHWEST OF THE TELEPHONE
 BT2003'PEDESTAL, 2.0 FEET EAST OF THE WITNESS POST.  47.0 FEET WEST OF
 BT2003'THE CENTERLINE OF PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BT2003'IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE DISK.
 BT2003'
 BT2003'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2003'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT2003'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2003'GROUND.  IT IS 2.5 FEET EAST OF THE FENCE, 48.0 FEET WEST OF THE
 BT2003'CENTERLINE OF THE PAVED ROAD, 120.0 FEET NORTHEAST OF THE FENCE
 BT2003'CORNER.
 BT2003'
 BT2003'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1990 ***********************************************************************
 BT1990  DESIGNATION -  BV 120 206
 BT1990  PID         -  BT1990
 BT1990  STATE/COUNTY-  GA/RANDOLPH
 BT1990  USGS QUAD   -  BROOKSVILLE (1972)
 BT1990
 BT1990                         *CURRENT SURVEY CONTROL
 BT1990  ___________________________________________________________________
 BT1990* NAD 83(1994)-  31 48 18.45426(N)    084 44 18.72491(W)     ADJUSTED  
 BT1990* NAVD 88     -       142.1    (meters)     466.     (feet)  VERTCON   
 BT1990  ___________________________________________________________________
 BT1990  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 BT1990  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT1990
 BT1990  HORZ ORDER  -  SECOND
 BT1990
 BT1990.The horizontal coordinates were established by classical geodetic methods
 BT1990.and adjusted by the National Geodetic Survey in September 1997..
 BT1990
 BT1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1990
 BT1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1990
 BT1990.The geoid height was determined by GEOID03.
 BT1990
 BT1990;                    North         East     Units Scale Factor Converg.
 BT1990;SPC GA W     -   200,252.836   645,853.426   MT  0.99993615   -0 18 05.0
 BT1990;SPC GA W     -   656,996.18  2,118,937.45   sFT  0.99993615   -0 18 05.0
 BT1990;UTM  16      - 3,521,063.119   714,082.932   MT  1.00016528   +1 11 32.3
 BT1990
 BT1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1990!SPC GA W     -   0.99998181  x   0.99993615  =   0.99991796
 BT1990!UTM  16      -   0.99998181  x   1.00016528  =   1.00014709
 BT1990
 BT1990:                Primary Azimuth Mark                     Grid Az
 BT1990:SPC GA W     -  BV 120 206 AZ MK                         221 32 15.4
 BT1990:UTM  16      -  BV 120 206 AZ MK                         220 02 38.1
 BT1990
 BT1990|---------------------------------------------------------------------|
 BT1990| PID    Reference Object                     Distance      Geod. Az  |
 BT1990|                                                           dddmmss.s |
 BT1990| CY8566 BV 120 206 AZ MK                                   2211410.4 |
 BT1990| BT1991 BV 120 206 GAHD 1973 PTA              9.796 METERS 23038     |
 BT1990|---------------------------------------------------------------------|
 BT1990
 BT1990                          SUPERSEDED SURVEY CONTROL
 BT1990
 BT1990  NAD 83(1994)-  31 48 18.46121(N)    084 44 18.72676(W) AD(       ) 2
 BT1990  NAD 83(1986)-  31 48 18.46155(N)    084 44 18.72636(W) AD(       ) 2
 BT1990  NAD 27      -  31 48 17.87555(N)    084 44 19.01357(W) AD(       ) 2
 BT1990  NGVD 29 (07/19/86)  142.2    (m)          467.     (f) VERT ANG       
 BT1990
 BT1990.Superseded values are not recommended for survey control.
 BT1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1990.See file dsdata.txt to determine how the superseded data were derived.
 BT1990
 BT1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1408321063(NAD 83)
 BT1990_MARKER: DD = SURVEY DISK
 BT1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1990+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 BT1990
 BT1990  HISTORY     - Date     Condition        Report By
 BT1990  HISTORY     - 1973     MONUMENTED       GADT
 BT1990  HISTORY     - 20010920 GOOD             WOLVER
 BT1990
 BT1990                          STATION DESCRIPTION
 BT1990
 BT1990'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1990'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTHEAST OF
 BT1990'CUTHBERT, 5.4 MILES SOUTHWEST OF BEVEVOLENCE, 8.0 MILES
 BT1990'NORTHWEST OF SHELLMAN.
 BT1990'
 BT1990'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND
 BT1990'WEBSTER STREET IN CUTHBERT, PROCEED NORTH ON WEBSTER STREET FOR
 BT1990'1.4 MILES TO COUNTY PAVED ROAD NO. S-1972 ON THE RIGHT, PROCEED
 BT1990'EAST ON PAVED COUNTY ROAD NO. S-1972 FOR 2.5 MILES TO STATION ON
 BT1990'THE RIGHT.
 BT1990'
 BT1990'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 120-206.  THE
 BT1990'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1990'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET
 BT1990'NORTHEAST OF THE WITNESS POST, 3.4 FEET NORTHWEST OF THE FENCE,
 BT1990'50.0 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD.  THE
 BT1990'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.9
 BT1990'FEET BELOW THE SURFACE DISK.
 BT1990'
 BT1990'TO REACH THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD
 BT1990'NO. S-1972 FROM BV STATION FOR 0.32 MILE TO THE AZIMUTH MARK ON
 BT1990'THE RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK, STAMPED
 BT1990'AZI, SET IN A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT1990'FLUSH WITH THE GROUND.  IT IS 2.8 FEET SOUTHEAST OF THE RIGHT OF
 BT1990'WAY MARKER, 48.0 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED
 BT1990'ROAD, 149.0 FEET NORTHEAST OF THE POWER POLE.
 BT1990'
 BT1990'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 BT1990
 BT1990                          STATION RECOVERY (2001)
 BT1990
 BT1990'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (TES)
 BT1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2037 ***********************************************************************
 BT2037  DESIGNATION -  BV 120 207
 BT2037  PID         -  BT2037
 BT2037  STATE/COUNTY-  GA/RANDOLPH
 BT2037  USGS QUAD   -  CARNEGIE (1973)
 BT2037
 BT2037                         *CURRENT SURVEY CONTROL
 BT2037  ___________________________________________________________________
 BT2037* NAD 83(1994)-  31 41 49.04004(N)    084 49 21.07735(W)     ADJUSTED  
 BT2037* NAVD 88     -       141.5    (meters)     464.     (feet)  VERTCON   
 BT2037  ___________________________________________________________________
 BT2037  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BT2037  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2037
 BT2037  HORZ ORDER  -  SECOND
 BT2037
 BT2037.The horizontal coordinates were established by classical geodetic methods
 BT2037.and adjusted by the National Geodetic Survey in September 1997..
 BT2037
 BT2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2037
 BT2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2037
 BT2037.The geoid height was determined by GEOID03.
 BT2037
 BT2037;                    North         East     Units Scale Factor Converg.
 BT2037;SPC GA W     -   188,304.363   637,828.855   MT  0.99994766   -0 20 40.6
 BT2037;SPC GA W     -   617,795.23  2,092,610.17   sFT  0.99994766   -0 20 40.6
 BT2037;UTM  16      - 3,508,907.363   706,370.497   MT  1.00012529   +1 08 40.2
 BT2037
 BT2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2037!SPC GA W     -   0.99998191  x   0.99994766  =   0.99992957
 BT2037!UTM  16      -   0.99998191  x   1.00012529  =   1.00010720
 BT2037
 BT2037|---------------------------------------------------------------------|
 BT2037| PID    Reference Object                     Distance      Geod. Az  |
 BT2037|                                                           dddmmss.s |
 BT2037| BT2036 BV 120 207 GAHD 1973 PTA             21.612 METERS 02240     |
 BT2037| CY8567 BV 120 207 AZ MK                                   1762917.5 |
 BT2037|---------------------------------------------------------------------|
 BT2037
 BT2037                          SUPERSEDED SURVEY CONTROL
 BT2037
 BT2037  NAD 83(1994)-  31 41 49.04737(N)    084 49 21.07968(W) AD(       ) 2
 BT2037  NAD 83(1986)-  31 41 49.04799(N)    084 49 21.07919(W) AD(       ) 2
 BT2037  NAD 27      -  31 41 48.45153(N)    084 49 21.36551(W) AD(       ) 2
 BT2037  NGVD 29 (07/19/86)  141.6    (m)          465.     (f) VERT ANG       
 BT2037
 BT2037.Superseded values are not recommended for survey control.
 BT2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2037.See file dsdata.txt to determine how the superseded data were derived.
 BT2037
 BT2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA0637008907(NAD 83)
 BT2037_MARKER: DD = SURVEY DISK
 BT2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2037
 BT2037  HISTORY     - Date     Condition        Report By
 BT2037  HISTORY     - 1973     MONUMENTED       GADT
 BT2037
 BT2037                          STATION DESCRIPTION
 BT2037
 BT2037'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2037'THE STATION IS ABOUT 3.8 MILES NORTH AND 2.4 MILES WEST OF
 BT2037'CARNEGIE, 1.9 MILE SOUTH AND 5.1 MILES WEST OF CUTHERT, 3.9
 BT2037'MILES SOUTH AND 12.0 MILES WEST OF SHELLMAN.
 BT2037'
 BT2037'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND 27 IN
 BT2037'CUTHBERT, PROCEED SOUTH ON U.S. 27 FOR 5.65 MILES TO THE STATION
 BT2037'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON
 BT2037'U.S. 27 FROM THE STATION FOR 0.95 MILE TO THE AZIMUTH MARK ON
 BT2037'THE RIGHT.
 BT2037'
 BT2037'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT2037'DEPARTMENT, STAMPED 120-207.  THE SURFACE DISK IS SET IN THE TOP
 BT2037'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT2037'THE GROUND.  IT IS 4.0 FEET EAST OF THE POWER POLE, 60.0 FEET
 BT2037'WEST OF THE CENTERLINE OF THE PAVED ROAD, 74.5 FEET NORTHEAST OF
 BT2037'THE SOUTHEAST CORNER OF THE FRAME HOUSE.  THE UNDERGROUND DISK
 BT2037'IS SET IN AN IRREGULAR MASS OF CONCRETE 1.9 FEET BELOW THE
 BT2037'SURFACE DISK.
 BT2037'
 BT2037'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2037'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT2037'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT2037'IS 195.0 FEET NORTH OF THE CONCRETE PIPE, 25.0 FEET EAST OF THE
 BT2037'FENCE, 25.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.
 BT2037'
 BT2037'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1988 ***********************************************************************
 BT1988  DESIGNATION -  BV 120 208 GAHD 1973
 BT1988  PID         -  BT1988
 BT1988  STATE/COUNTY-  GA/RANDOLPH
 BT1988  USGS QUAD   -  BROOKSVILLE (1972)
 BT1988
 BT1988                         *CURRENT SURVEY CONTROL
 BT1988  ___________________________________________________________________
 BT1988* NAD 83(1994)-  31 45 18.82554(N)    084 40 54.23203(W)     ADJUSTED  
 BT1988* NAVD 88     -       126.4    (meters)     415.     (feet)  VERTCON   
 BT1988  ___________________________________________________________________
 BT1988  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BT1988  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT1988
 BT1988  HORZ ORDER  -  SECOND
 BT1988
 BT1988.The horizontal coordinates were established by classical geodetic methods
 BT1988.and adjusted by the National Geodetic Survey in September 1997..
 BT1988
 BT1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1988
 BT1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1988
 BT1988.The geoid height was determined by GEOID03.
 BT1988
 BT1988;                    North         East     Units Scale Factor Converg.
 BT1988;SPC GA W     -   194,693.688   651,205.674   MT  0.99992935   -0 16 15.9
 BT1988;SPC GA W     -   638,757.54  2,136,497.28   sFT  0.99992935   -0 16 15.9
 BT1988;UTM  16      - 3,515,643.940   719,579.534   MT  1.00019468   +1 13 14.1
 BT1988
 BT1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1988!SPC GA W     -   0.99998430  x   0.99992935  =   0.99991365
 BT1988!UTM  16      -   0.99998430  x   1.00019468  =   1.00017897
 BT1988
 BT1988:                Primary Azimuth Mark                     Grid Az
 BT1988:SPC GA W     -  BV 120 209 GADT 1973                     179 47 29.6
 BT1988:UTM  16      -  BV 120 209 GADT 1973                     178 17 59.6
 BT1988
 BT1988|---------------------------------------------------------------------|
 BT1988| PID    Reference Object                     Distance      Geod. Az  |
 BT1988|                                                           dddmmss.s |
 BT1988| BT2029 BV 120 209 GADT 1973                APPROX. 1.0 KM 1793113.7 |
 BT1988|---------------------------------------------------------------------|
 BT1988
 BT1988                          SUPERSEDED SURVEY CONTROL
 BT1988
 BT1988  NAD 83(1994)-  31 45 18.83227(N)    084 40 54.23424(W) AD(       ) 2
 BT1988  NAD 83(1986)-  31 45 18.83256(N)    084 40 54.23394(W) AD(       ) 2
 BT1988  NAD 27      -  31 45 18.23989(N)    084 40 54.52797(W) AD(       ) 2
 BT1988  NGVD 29 (07/19/86)  126.5    (m)          415.     (f) VERT ANG       
 BT1988
 BT1988.Superseded values are not recommended for survey control.
 BT1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1988.See file dsdata.txt to determine how the superseded data were derived.
 BT1988
 BT1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1958015644(NAD 83)
 BT1988_MARKER: DD = SURVEY DISK
 BT1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1988+STABILITY: SURFACE MOTION
 BT1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1988+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 BT1988
 BT1988  HISTORY     - Date     Condition        Report By
 BT1988  HISTORY     - 1973     MONUMENTED       GADT
 BT1988  HISTORY     - 20010920 GOOD             WOLVER
 BT1988
 BT1988                          STATION DESCRIPTION
 BT1988
 BT1988'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1988'THE STATION IS ABOUT 6.4 MILES SOUTHEAST OF CUTHBERT, 3.9 MILES
 BT1988'SOUTHWEST OF SHELLMAN, 9.6 MILES NORTHEAST OF CARNEGIE.
 BT1988'
 BT1988'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND
 BT1988'GA. 41 IN SHELLMAN, PROCEED WEST ALONG U.S. 82 FOR 4.05 MILES TO
 BT1988'PAVED COUNTY ROAD NO. 54 ON THE LEFT, TURN LEFT ALONG PAVED
 BT1988'COUNTY ROAD NO. 54 AND PROCEED SOUTH FOR 1.2 MILES TO THE ON THE
 BT1988'RIGHT.  TO REACH THE AZIMUTH MARK (WHICH IS BV 120-209) PROCEED
 BT1988'SOUTH ON PAVED COUNTY ROAD NO. 54 FROM BV 120-208 FOR 0.7 MILE
 BT1988'TO AZI-BV 120-209 ON THE LEFT.
 BT1988'
 BT1988'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1988'DEPARTMENT, STAMPED BV-120-208.  THE SURFACE DISK IS SET IN THE
 BT1988'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1988'WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF A WITNESS POST, 3.0
 BT1988'FEET EAST OF A FENCE, 39.0 FEET WEST OF THE CENTERLINE OF THE
 BT1988'PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1988'CONCRETE 1.8 FEET BELOW THE SURFACE DISK.
 BT1988'
 BT1988'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1988'HIGHWAY DEPARTMENT, STAMPED AZI-BV 120-209, SET IN A 10-INCH
 BT1988'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1988'IS 2.0 FEET SOUTH OF A WITNESS POST, 40.7 FEET EAST OF THE
 BT1988'CENTERLINE OF THE PAVED ROAD, 2.0 FEET WEST OF A FENCE.
 BT1988'
 BT1988'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 BT1988
 BT1988                          STATION RECOVERY (2001)
 BT1988
 BT1988'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (TES)
 BT1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2029 ***********************************************************************
 BT2029  DESIGNATION -  BV 120 209 GADT 1973
 BT2029  PID         -  BT2029
 BT2029  STATE/COUNTY-  GA/RANDOLPH
 BT2029  USGS QUAD   -  MARTINS CROSSROADS (1973)
 BT2029
 BT2029                         *CURRENT SURVEY CONTROL
 BT2029  ___________________________________________________________________
 BT2029* NAD 83(1994)-  31 44 45.26062(N)    084 40 53.90328(W)     ADJUSTED  
 BT2029* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 BT2029  ___________________________________________________________________
 BT2029  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BT2029  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BT2029
 BT2029  HORZ ORDER  -  SECOND
 BT2029
 BT2029.The horizontal coordinates were established by classical geodetic methods
 BT2029.and adjusted by the National Geodetic Survey in September 1997..
 BT2029
 BT2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2029
 BT2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2029
 BT2029.The geoid height was determined by GEOID03.
 BT2029
 BT2029;                    North         East     Units Scale Factor Converg.
 BT2029;SPC GA W     -   193,659.909   651,209.436   MT  0.99992935   -0 16 15.5
 BT2029;SPC GA W     -   635,365.88  2,136,509.62   sFT  0.99992935   -0 16 15.5
 BT2029;UTM  16      - 3,514,610.335   719,610.210   MT  1.00019485   +1 13 13.1
 BT2029
 BT2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2029!SPC GA W     -   0.99998486  x   0.99992935  =   0.99991421
 BT2029!UTM  16      -   0.99998486  x   1.00019485  =   1.00017971
 BT2029
 BT2029:                Primary Azimuth Mark                     Grid Az
 BT2029:SPC GA W     -  BV 120 208 GAHD 1973                     359 47 29.3
 BT2029:UTM  16      -  BV 120 208 GAHD 1973                     358 18 00.7
 BT2029
 BT2029|---------------------------------------------------------------------|
 BT2029| PID    Reference Object                     Distance      Geod. Az  |
 BT2029|                                                           dddmmss.s |
 BT2029| BT1988 BV 120 208 GAHD 1973                APPROX. 1.0 KM 3593113.8 |
 BT2029|---------------------------------------------------------------------|
 BT2029
 BT2029                          SUPERSEDED SURVEY CONTROL
 BT2029
 BT2029  NAD 83(1994)-  31 44 45.26738(N)    084 40 53.90555(W) AD(       ) 2
 BT2029  NAD 83(1986)-  31 44 45.26766(N)    084 40 53.90527(W) AD(       ) 2
 BT2029  NAD 27      -  31 44 44.67383(N)    084 40 54.19957(W) AD(       ) 2
 BT2029  NGVD 29 (07/19/86)  122.9    (m)          403.     (f) VERT ANG       
 BT2029
 BT2029.Superseded values are not recommended for survey control.
 BT2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2029.See file dsdata.txt to determine how the superseded data were derived.
 BT2029
 BT2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1961014610(NAD 83)
 BT2029_MARKER: DD = SURVEY DISK
 BT2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2029+STABILITY: SURFACE MOTION
 BT2029
 BT2029  HISTORY     - Date     Condition        Report By
 BT2029  HISTORY     - 1973     MONUMENTED       GADT
 BT2029
 BT2029                          STATION DESCRIPTION
 BT2029
 BT2029'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2029'THE STATION IS LOCATED APPROXIMATELY 3.9 MILES SOUTHWEST OF
 BT2029'SHELLMAN, 9.6 MILES NORTHEAST OF CARNEGIE, 6.6 MILES SOUTHEAST
 BT2029'OF CUTHBERT.
 BT2029'
 BT2029'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND GA 41
 BT2029'IN SHELLMAN PROCEED WEST ON U.S. 82 FOR 4.05 MILES TO PAVED
 BT2029'COUNTY ROAD NO. 54 ON THE LEFT, TURN LEFT ON PAVED COUNTY ROAD
 BT2029'NO. 54 AND PROCEED SOUTH FOR 1.9 MILE TO THE STATION ON THE LEFT.
 BT2029'
 BT2029'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 120-209.  THE
 BT2029'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT2029'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.0 FEET SOUTH
 BT2029'OF THE WITNESS POST, 40.7 FEET EAST OF THE CENTERLINE OF THE
 BT2029'PAVED ROAD, 2.0 FEET WEST OF THE FENCE.  THE UNDERGROUND DISK IS
 BT2029'SET IN AN IRREGULAR MASS OF CONCRETE 1.8 FEET BELOW THE SURFACE
 BT2029'DISK.
 BT2029'
 BT2029'TO REACH THE AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD
 BT2029'NO. 54 FROM THE BV FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 BT2029'LEFT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK, STAMPED AZI,
 BT2029'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT2029'FLUSH WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF THE WITNESS
 BT2029'POST, 3.0 FEET EAST OF THE FENCE, 39.0 FEET WEST OF THE
 BT2029'CENTERLINE OF THE PAVED ROAD.
 BT2029'
 BT2029'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2043 ***********************************************************************
 BT2043  DESIGNATION -  BV 120 210
 BT2043  PID         -  BT2043
 BT2043  STATE/COUNTY-  GA/RANDOLPH
 BT2043  USGS QUAD   -  CARNEGIE (1973)
 BT2043
 BT2043                         *CURRENT SURVEY CONTROL
 BT2043  ___________________________________________________________________
 BT2043* NAD 83(1994)-  31 43 41.53626(N)    084 47 11.60531(W)     ADJUSTED  
 BT2043* NAVD 88     -       125.6    (meters)     412.     (feet)  VERTCON   
 BT2043  ___________________________________________________________________
 BT2043  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BT2043  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2043
 BT2043  HORZ ORDER  -  SECOND
 BT2043
 BT2043.The horizontal coordinates were established by classical geodetic methods
 BT2043.and adjusted by the National Geodetic Survey in September 1997..
 BT2043
 BT2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2043
 BT2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2043
 BT2043.The geoid height was determined by GEOID03.
 BT2043
 BT2043;                    North         East     Units Scale Factor Converg.
 BT2043;SPC GA W     -   191,749.104   641,257.839   MT  0.99994254   -0 19 33.6
 BT2043;SPC GA W     -   629,096.85  2,103,860.09   sFT  0.99994254   -0 19 33.6
 BT2043;UTM  16      - 3,512,440.756   709,709.392   MT  1.00014242   +1 09 52.0
 BT2043
 BT2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2043!SPC GA W     -   0.99998441  x   0.99994254  =   0.99992695
 BT2043!UTM  16      -   0.99998441  x   1.00014242  =   1.00012682
 BT2043
 BT2043:                Primary Azimuth Mark                     Grid Az
 BT2043:SPC GA W     -  BV 120 210 AZ MK                         001 32 02.2
 BT2043:UTM  16      -  BV 120 210 AZ MK                         000 02 36.6
 BT2043
 BT2043|---------------------------------------------------------------------|
 BT2043| PID    Reference Object                     Distance      Geod. Az  |
 BT2043|                                                           dddmmss.s |
 BT2043| CY8568 BV 120 210 AZ MK                                   0011228.6 |
 BT2043| BT2042 BV 120 210 GADT 1973 PTA             12.379 METERS 32110     |
 BT2043|---------------------------------------------------------------------|
 BT2043
 BT2043                          SUPERSEDED SURVEY CONTROL
 BT2043
 BT2043  NAD 83(1994)-  31 43 41.54340(N)    084 47 11.60743(W) AD(       ) 2
 BT2043  NAD 83(1986)-  31 43 41.54401(N)    084 47 11.60687(W) AD(       ) 2
 BT2043  NAD 27      -  31 43 40.94992(N)    084 47 11.89582(W) AD(       ) 2
 BT2043  NGVD 29 (07/19/86)  125.7    (m)          412.     (f) VERT ANG       
 BT2043
 BT2043.Superseded values are not recommended for survey control.
 BT2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2043.See file dsdata.txt to determine how the superseded data were derived.
 BT2043
 BT2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA0970912441(NAD 83)
 BT2043_MARKER: DD = SURVEY DISK
 BT2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2043
 BT2043  HISTORY     - Date     Condition        Report By
 BT2043  HISTORY     - 1973     MONUMENTED       GADT
 BT2043
 BT2043                          STATION DESCRIPTION
 BT2043
 BT2043'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2043'THE STATION IS ABOUT 2.8 MILES SOUTH AND 0.3 MILE EAST OF
 BT2043'CUTHBERT, 6.0 MILES NORTH AND 0.3 MILE WEST OF CARNEGIE, 1.7
 BT2043'MILE SOUTH AND 9.9 MILES WEST OF SHELLMAN.
 BT2043'
 BT2043'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND GA 216
 BT2043'IN CUTHBERT, PROCEED EAST ON GA 216 FOR 2.0 MILES TO THE STATION
 BT2043'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON GA 216
 BT2043'FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2043'
 BT2043'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2043'OF TRANSPORTATION, STAMPED 120-210.  THE SURFACE DISK IS SET IN
 BT2043'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2043'WITH THE GROUND.  IT IS 2.5 FEET SOUTH OF THE WITNESS POST, 45.0
 BT2043'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 7.0 FEET WEST
 BT2043'OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT2043'OF CONCRETE 1.8 FEET BELOW THE SURFACE DISK.
 BT2043'
 BT2043'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2043'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2043'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2043'GROUND.  IT IS 44.0 FEET EAST OF THE CENTERLINE OF THE PAVED
 BT2043'ROAD, 7.0 FEET WEST OF THE FENCE, 43.0 FEET NORTHWEST OF THE
 BT2043'FENCE CORNER.
 BT2043'
 BT2043'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2044 ***********************************************************************
 BT2044  DESIGNATION -  BV 120 211
 BT2044  PID         -  BT2044
 BT2044  STATE/COUNTY-  GA/RANDOLPH
 BT2044  USGS QUAD   -  CARNEGIE (1973)
 BT2044
 BT2044                         *CURRENT SURVEY CONTROL
 BT2044  ___________________________________________________________________
 BT2044* NAD 83(1994)-  31 44 55.57991(N)    084 50 09.43609(W)     ADJUSTED  
 BT2044* NAVD 88     -       152.1    (meters)     499.     (feet)  VERTCON   
 BT2044  ___________________________________________________________________
 BT2044  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BT2044  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BT2044
 BT2044  HORZ ORDER  -  SECOND
 BT2044
 BT2044.The horizontal coordinates were established by classical geodetic methods
 BT2044.and adjusted by the National Geodetic Survey in September 1997..
 BT2044
 BT2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2044
 BT2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2044
 BT2044.The geoid height was determined by GEOID03.
 BT2044
 BT2044;                    North         East     Units Scale Factor Converg.
 BT2044;SPC GA W     -   194,057.232   636,590.751   MT  0.99994957   -0 21 07.9
 BT2044;SPC GA W     -   636,669.44  2,088,548.16   sFT  0.99994957   -0 21 07.9
 BT2044;UTM  16      - 3,514,627.079   704,982.961   MT  1.00011824   +1 08 20.8
 BT2044
 BT2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2044!SPC GA W     -   0.99998023  x   0.99994957  =   0.99992980
 BT2044!UTM  16      -   0.99998023  x   1.00011824  =   1.00009847
 BT2044
 BT2044:                Primary Azimuth Mark                     Grid Az
 BT2044:SPC GA W     -  BV 120 211 AZ MK                         200 19 53.7
 BT2044:UTM  16      -  BV 120 211 AZ MK                         198 50 25.0
 BT2044
 BT2044|---------------------------------------------------------------------|
 BT2044| PID    Reference Object                     Distance      Geod. Az  |
 BT2044|                                                           dddmmss.s |
 BT2044| CY8569 BV 120 211 AZ MK                                   1995845.8 |
 BT2044| BT2038 BV 120 211 GADT 1973 PTA             22.366 METERS 20151     |
 BT2044|---------------------------------------------------------------------|
 BT2044
 BT2044                          SUPERSEDED SURVEY CONTROL
 BT2044
 BT2044  NAD 83(1994)-  31 44 55.58731(N)    084 50 09.43808(W) AD(       ) 2
 BT2044  NAD 83(1986)-  31 44 55.58802(N)    084 50 09.43746(W) AD(       ) 2
 BT2044  NAD 27      -  31 44 54.99713(N)    084 50 09.72082(W) AD(       ) 2
 BT2044  NGVD 29 (07/19/86)  152.2    (m)          499.     (f) VERT ANG       
 BT2044
 BT2044.Superseded values are not recommended for survey control.
 BT2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2044.See file dsdata.txt to determine how the superseded data were derived.
 BT2044
 BT2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA0498314627(NAD 83)
 BT2044_MARKER: DD = SURVEY DISK
 BT2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2044
 BT2044  HISTORY     - Date     Condition        Report By
 BT2044  HISTORY     - 1973     MONUMENTED       GADT
 BT2044
 BT2044                          STATION DESCRIPTION
 BT2044
 BT2044'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2044'THE STATION IS ABOUT 7.3 MILES NORTH AND 3.5 MILES WEST OF
 BT2044'CARNEGIE, 1.5 MILE SOUTH AND 2.7 MILES WEST OF CUTHBERT, 12.9
 BT2044'MILES WEST AND 0.5 MILE SOUTH OF SHELLMAN.
 BT2044'
 BT2044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND 27 IN
 BT2044'CUTHBERT, PROCEED WEST ON U.S. 82 FOR 1.90 MILE TO GA 266, TURN
 BT2044'LEFT AND PROCEED SOUTH ON GA 266 FOR 1.6 MILE TO THE STATION
 BT2044'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA 266
 BT2044'FROM THE STATION FOR 0.27 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT2044'
 BT2044'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT2044'DEPARTMENT OF TRANSPORTATION, STAMPED 120-211.  THE SURFACE DISK
 BT2044'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BT2044'IS FLUSH WITH THE GROUND.  IT IS 1.4 FEET SOUTH OF THE WITNESS
 BT2044'POST, 6.0 FEET EAST OF THE FENCE, 36.0 FEET WEST OF THE
 BT2044'CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BT2044'IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE DISK.
 BT2044'
 BT2044'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2044'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2044'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2044'GROUND.  IT IS 5.0 FEET SOUTHWEST OF THE POWER POLE, 3.0 FEET
 BT2044'WEST OF THE FENCE, 40.0 FEET EAST OF THE CENTERLINE OF THE
 BT2044'PAVED ROAD.
 BT2044'
 BT2044'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2007 ***********************************************************************
 BT2007  DESIGNATION -  BV 120 212
 BT2007  PID         -  BT2007
 BT2007  STATE/COUNTY-  GA/RANDOLPH
 BT2007  USGS QUAD   -  DOVEREL (1973)
 BT2007
 BT2007                         *CURRENT SURVEY CONTROL
 BT2007  ___________________________________________________________________
 BT2007* NAD 83(1994)-  31 42 14.06733(N)    084 36 52.34789(W)     ADJUSTED  
 BT2007* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 BT2007  ___________________________________________________________________
 BT2007  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT2007  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BT2007
 BT2007  HORZ ORDER  -  SECOND
 BT2007
 BT2007.The horizontal coordinates were established by classical geodetic methods
 BT2007.and adjusted by the National Geodetic Survey in September 1997..
 BT2007
 BT2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2007
 BT2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2007
 BT2007.The geoid height was determined by GEOID03.
 BT2007
 BT2007;                    North         East     Units Scale Factor Converg.
 BT2007;SPC GA W     -   188,975.367   657,547.553   MT  0.99992222   -0 14 07.3
 BT2007;SPC GA W     -   619,996.68  2,157,303.93   sFT  0.99992222   -0 14 07.3
 BT2007;UTM  16      - 3,510,090.933   726,069.877   MT  1.00023037   +1 15 15.0
 BT2007
 BT2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2007!SPC GA W     -   0.99998634  x   0.99992222  =   0.99990856
 BT2007!UTM  16      -   0.99998634  x   1.00023037  =   1.00021670
 BT2007
 BT2007:                Primary Azimuth Mark                     Grid Az
 BT2007:SPC GA W     -  BV 120 212 AZ MK                         165 30 31.1
 BT2007:UTM  16      -  BV 120 212 AZ MK                         164 01 08.8
 BT2007
 BT2007|---------------------------------------------------------------------|
 BT2007| PID    Reference Object                     Distance      Geod. Az  |
 BT2007|                                                           dddmmss.s |
 BT2007| CY8570 BV 120 212 AZ MK                                   1651623.8 |
 BT2007| BT2008 BV 120 212 GADT 1973 PTA              7.306 METERS 30406     |
 BT2007| BT1971 SHELLMAN COLUMBIAN PEANUT TANK      APPROX. 5.9 KM 3552306.9 |
 BT2007|---------------------------------------------------------------------|
 BT2007
 BT2007                          SUPERSEDED SURVEY CONTROL
 BT2007
 BT2007  NAD 83(1994)-  31 42 14.07385(N)    084 36 52.35054(W) AD(       ) 2
 BT2007  NAD 83(1986)-  31 42 14.07402(N)    084 36 52.35043(W) AD(       ) 2
 BT2007  NAD 27      -  31 42 13.47417(N)    084 36 52.64569(W) AD(       ) 2
 BT2007  NGVD 29 (07/19/86)  113.6    (m)          373.     (f) VERT ANG       
 BT2007
 BT2007.Superseded values are not recommended for survey control.
 BT2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2007.See file dsdata.txt to determine how the superseded data were derived.
 BT2007
 BT2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2607010091(NAD 83)
 BT2007_MARKER: DD = SURVEY DISK
 BT2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2007
 BT2007  HISTORY     - Date     Condition        Report By
 BT2007  HISTORY     - 1973     MONUMENTED       GADT
 BT2007
 BT2007                          STATION DESCRIPTION
 BT2007
 BT2007'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2007'THE STATION IS ABOUT 3.7 MILES SOUTH OF SHELLMAN, 11.2 MILES
 BT2007'SOUTHEAST OF CUTHBERT, 10.9 MILES SOUTHWEST OF DAWSON.
 BT2007'
 BT2007'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND GA. 41
 BT2007'IN SHELLMAN, PROCEED SOUTH ON GA. 41 FOR 4.75 MILES TO THE STATION
 BT2007'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA. 41
 BT2007'FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2007'
 BT2007'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2007'OF TRANSPORTATION, STAMPED 120-212.  THE SURFACE DISK IS SET IN
 BT2007'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2007'WITH THE GROUND.  IT IS 2.0 FEET EAST OF A WITNESS POST, 26.0
 BT2007'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 192.0 FEET
 BT2007'NORTHWEST OF A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN
 BT2007'IRREGULAR MASS OF CONCRETE 1.3 FEET BELOW THE SURFACE DISK.
 BT2007'
 BT2007'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2007'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT2007'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT2007'IS 28.5 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 151.5
 BT2007'FEET SOUTHEAST OF A POWER POLE, 61.5 FEET NORTHEAST OF A
 BT2007'RIGHT-OF-WAY MARKER.
 BT2007'
 BT2007'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2000 ***********************************************************************
 BT2000  DESIGNATION -  BV 120 213
 BT2000  PID         -  BT2000
 BT2000  STATE/COUNTY-  GA/RANDOLPH
 BT2000  USGS QUAD   -  DOVEREL (1973)
 BT2000
 BT2000                         *CURRENT SURVEY CONTROL
 BT2000  ___________________________________________________________________
 BT2000* NAD 83(1994)-  31 42 21.19172(N)    084 33 41.75154(W)     ADJUSTED  
 BT2000* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 BT2000  ___________________________________________________________________
 BT2000  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT2000  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BT2000
 BT2000  HORZ ORDER  -  SECOND
 BT2000
 BT2000.The horizontal coordinates were established by classical geodetic methods
 BT2000.and adjusted by the National Geodetic Survey in September 1997..
 BT2000
 BT2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2000
 BT2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2000
 BT2000.The geoid height was determined by GEOID03.
 BT2000
 BT2000;                    North         East     Units Scale Factor Converg.
 BT2000;SPC GA W     -   189,175.385   662,566.708   MT  0.99991728   -0 12 27.2
 BT2000;SPC GA W     -   620,652.91  2,173,770.94   sFT  0.99991728   -0 12 27.2
 BT2000;UTM  16      - 3,510,421.465   731,083.765   MT  1.00025864   +1 16 55.5
 BT2000
 BT2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2000!SPC GA W     -   0.99998801  x   0.99991728  =   0.99990529
 BT2000!UTM  16      -   0.99998801  x   1.00025864  =   1.00024665
 BT2000
 BT2000:                Primary Azimuth Mark                     Grid Az
 BT2000:SPC GA W     -  GRAVES SOU BELL TEL MICROWAVE            060 44 12.5
 BT2000:UTM  16      -  GRAVES SOU BELL TEL MICROWAVE            059 14 49.8
 BT2000
 BT2000|---------------------------------------------------------------------|
 BT2000| PID    Reference Object                     Distance      Geod. Az  |
 BT2000|                                                           dddmmss.s |
 BT2000| BT2001 GRAVES SOU BELL TEL MICROWAVE       APPROX. 6.5 KM 0603145.3 |
 BT2000| CY8571 BV 120 213 AZ MK                                   3335418.4 |
 BT2000|---------------------------------------------------------------------|
 BT2000
 BT2000                          SUPERSEDED SURVEY CONTROL
 BT2000
 BT2000  NAD 83(1994)-  31 42 21.19807(N)    084 33 41.75419(W) AD(       ) 2
 BT2000  NAD 83(1986)-  31 42 21.19819(N)    084 33 41.75408(W) AD(       ) 2
 BT2000  NAD 27      -  31 42 20.59754(N)    084 33 42.05418(W) AD(       ) 2
 BT2000  NGVD 29 (07/19/86)  103.0    (m)          338.     (f) VERT ANG       
 BT2000
 BT2000.Superseded values are not recommended for survey control.
 BT2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2000.See file dsdata.txt to determine how the superseded data were derived.
 BT2000
 BT2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3108410421(NAD 83)
 BT2000_MARKER: DD = SURVEY DISK
 BT2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2000
 BT2000  HISTORY     - Date     Condition        Report By
 BT2000  HISTORY     - 1973     MONUMENTED       GADT
 BT2000
 BT2000                          STATION DESCRIPTION
 BT2000
 BT2000'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2000'THE STATION IS ABOUT 7.0 MILES NORTHWEST OF HEROD, 4.8 MILES
 BT2000'SOUTHEAST OF SHELLMAN, 8.1 MILES SOUTHWEST OF DAWSON.
 BT2000'
 BT2000'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND
 BT2000'GA. 41 IN SHELLMAN, PROCEED SOUTH ON GA. 41 FOR 3.45 MILES TO THE
 BT2000'INTERSECTION OF PAVED COUNTY ROAD NO. 91662, TURN LEFT AND
 BT2000'PROCEED EAST ON PAVED COUNTY ROAD NO. 91662 FOR 3.70 MILES TO
 BT2000'THE INTERSECTION OF PAVED COUNTY ROAD NO. 37, TURN LEFT AND
 BT2000'PROCEED NORTH ON PAVED COUNTY ROAD NO. 37 FOR .35 MILE TO THE
 BT2000'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH
 BT2000'ON PAVED COUNTY ROAD NO. 37 FROM THE STATION FOR .22 MILE TO
 BT2000'THE AZIMUTH MARK ON THE RIGHT.
 BT2000'
 BT2000'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2000'OF TRANSPORTATION, STAMPED 120-213.  THE SURFACE DISK IS SET IN THE
 BT2000'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2000'WITH THE GROUND.  IT IS 3.0 FEET NORTHWEST OF A WITNESS POST,
 BT2000'20.0 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 32.2
 BT2000'FEET SOUTHWEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 BT2000'IRREGULAR MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE DISK.
 BT2000'
 BT2000'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2000'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT2000'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2000'GROUND.  IT IS 250.0 FEET SOUTHEAST OF A RIGHT-OF-WAY MARKER,
 BT2000'16.5 FEET SOUTHWEST OF A FENCE, 57.0 FEET NORTHEAST OF THE
 BT2000'CENTERLINE OF THE PAVED ROAD.
 BT2000'
 BT2000'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1998 ***********************************************************************
 BT1998  DESIGNATION -  BV 120 214
 BT1998  PID         -  BT1998
 BT1998  STATE/COUNTY-  GA/RANDOLPH
 BT1998  USGS QUAD   -  DOVEREL (1973)
 BT1998
 BT1998                         *CURRENT SURVEY CONTROL
 BT1998  ___________________________________________________________________
 BT1998* NAD 83(1994)-  31 40 48.89414(N)    084 36 10.27469(W)     ADJUSTED  
 BT1998* NAVD 88     -       104.5    (meters)     343.     (feet)  VERTCON   
 BT1998  ___________________________________________________________________
 BT1998  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT1998  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT1998
 BT1998  HORZ ORDER  -  SECOND
 BT1998
 BT1998.The horizontal coordinates were established by classical geodetic methods
 BT1998.and adjusted by the National Geodetic Survey in September 1997..
 BT1998
 BT1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1998
 BT1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1998
 BT1998.The geoid height was determined by GEOID03.
 BT1998
 BT1998;                    North         East     Units Scale Factor Converg.
 BT1998;SPC GA W     -   186,347.736   658,644.841   MT  0.99992109   -0 13 44.7
 BT1998;SPC GA W     -   611,375.86  2,160,903.95   sFT  0.99992109   -0 13 44.7
 BT1998;UTM  16      - 3,507,491.892   727,235.439   MT  1.00023689   +1 15 34.1
 BT1998
 BT1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1998!SPC GA W     -   0.99998776  x   0.99992109  =   0.99990885
 BT1998!UTM  16      -   0.99998776  x   1.00023689  =   1.00022465
 BT1998
 BT1998|---------------------------------------------------------------------|
 BT1998| PID    Reference Object                     Distance      Geod. Az  |
 BT1998|                                                           dddmmss.s |
 BT1998| BT1999 BV 120 214 GADT 1973 PTA             24.138 METERS 16741     |
 BT1998| CY8572 BV 120 214 AZ MK                                   3093200.2 |
 BT1998|---------------------------------------------------------------------|
 BT1998
 BT1998                          SUPERSEDED SURVEY CONTROL
 BT1998
 BT1998  NAD 83(1994)-  31 40 48.90062(N)    084 36 10.27744(W) AD(       ) 2
 BT1998  NAD 83(1986)-  31 40 48.90080(N)    084 36 10.27733(W) AD(       ) 2
 BT1998  NAD 27      -  31 40 48.29836(N)    084 36 10.57436(W) AD(       ) 2
 BT1998  NGVD 29 (07/19/86)  104.6    (m)          343.     (f) VERT ANG       
 BT1998
 BT1998.Superseded values are not recommended for survey control.
 BT1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1998.See file dsdata.txt to determine how the superseded data were derived.
 BT1998
 BT1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2723507492(NAD 83)
 BT1998_MARKER: DD = SURVEY DISK
 BT1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1998
 BT1998  HISTORY     - Date     Condition        Report By
 BT1998  HISTORY     - 1973     MONUMENTED       GADT
 BT1998
 BT1998                          STATION DESCRIPTION
 BT1998
 BT1998'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1998'THE STATION IS ABOUT 6.6 MILES SOUTH AND 9.2 MILES WEST OF DAWSON,
 BT1998'1.5 MILE SOUTH AND 9.5 MILES WEST OF HEROD, AND 6.0 MILES SOUTH
 BT1998'AND 11.2 MILES EAST OF GUTHBERT.
 BT1998'
 BT1998'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND GA. 41
 BT1998'IN SHELLMAN, PROCEED SOUTH ON GA. 41 FOR 6.30 MILES TO THE
 BT1998'INTERSECTION ON COUNTY DIRT ROAD NO. 46, TURN LEFT AND PROCEED
 BT1998'EAST ON DIRT COUNTY ROAD NO. 46 FOR 0.3 MILE TO THE STATION ON
 BT1998'THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON DIRT COUNTY
 BT1998'ROAD NO. 46 FROM THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK
 BT1998'ON THE RIGHT.
 BT1998'
 BT1998'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1998'OF TRANSPORTATION, STAMPED 120-214.  THE SURFACE DISK IS SET IN
 BT1998'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1998'WITH THE GROUND.  IT IS 3.2 FEET WEST OF A FENCE, 12.0 FEET EAST
 BT1998'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 3.2 FEET SOUTH OF A
 BT1998'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1998'OF CONCRETE 2.15 FEET BELOW THE SURFACE DISK.
 BT1998'
 BT1998'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1998'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1998'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1998'GROUND.  IT IS 30.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 BT1998'44.0 FEET NORTHEAST OF A DIRT ROAD, 118.0 FEET SOUTHWEST OF THE
 BT1998'SOUTHWEST CORNER OF A FRAME HOUSE.
 BT1998'
 BT1998'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2006 ***********************************************************************
 BT2006  DESIGNATION -  BV 120 215
 BT2006  PID         -  BT2006
 BT2006  STATE/COUNTY-  GA/RANDOLPH
 BT2006  USGS QUAD   -  DOVEREL (1973)
 BT2006
 BT2006                         *CURRENT SURVEY CONTROL
 BT2006  ___________________________________________________________________
 BT2006* NAD 83(1994)-  31 40 54.51830(N)    084 33 30.28034(W)     ADJUSTED  
 BT2006* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 BT2006  ___________________________________________________________________
 BT2006  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT2006  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BT2006
 BT2006  HORZ ORDER  -  SECOND
 BT2006
 BT2006.The horizontal coordinates were established by classical geodetic methods
 BT2006.and adjusted by the National Geodetic Survey in September 1997..
 BT2006
 BT2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2006
 BT2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2006
 BT2006.The geoid height was determined by GEOID03.
 BT2006
 BT2006;                    North         East     Units Scale Factor Converg.
 BT2006;SPC GA W     -   186,504.957   662,859.147   MT  0.99991701   -0 12 20.7
 BT2006;SPC GA W     -   611,891.68  2,174,730.38   sFT  0.99991701   -0 12 20.7
 BT2006;UTM  16      - 3,507,758.628   731,445.627   MT  1.00026071   +1 16 58.4
 BT2006
 BT2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2006!SPC GA W     -   0.99998902  x   0.99991701  =   0.99990603
 BT2006!UTM  16      -   0.99998902  x   1.00026071  =   1.00024973
 BT2006
 BT2006|---------------------------------------------------------------------|
 BT2006| PID    Reference Object                     Distance      Geod. Az  |
 BT2006|                                                           dddmmss.s |
 BT2006| BT2009 BV 120 215 GADT 1973 PTA              7.067 METERS 17713     |
 BT2006| CY8573 BV 120 215 AZ MK                                   1804520.3 |
 BT2006|---------------------------------------------------------------------|
 BT2006
 BT2006                          SUPERSEDED SURVEY CONTROL
 BT2006
 BT2006  NAD 83(1994)-  31 40 54.52464(N)    084 33 30.28308(W) AD(       ) 2
 BT2006  NAD 83(1986)-  31 40 54.52477(N)    084 33 30.28297(W) AD(       ) 2
 BT2006  NAD 27      -  31 40 53.92167(N)    084 33 30.58444(W) AD(       ) 2
 BT2006  NGVD 29 (07/19/86)   96.6    (m)          317.     (f) VERT ANG       
 BT2006
 BT2006.Superseded values are not recommended for survey control.
 BT2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2006.See file dsdata.txt to determine how the superseded data were derived.
 BT2006
 BT2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3144607759(NAD 83)
 BT2006_MARKER: DD = SURVEY DISK
 BT2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2006
 BT2006  HISTORY     - Date     Condition        Report By
 BT2006  HISTORY     - 1973     MONUMENTED       GADT
 BT2006
 BT2006                          STATION DESCRIPTION
 BT2006
 BT2006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2006'THE STATION IS ABOUT 9.3 MILES NORTH AND 2.1 MILES EAST OF MORGAN,
 BT2006'5.5 MILES SOUTH AND 3.1 MILES EAST OF SHELLMAN, AND 1.5 MILES
 BT2006'SOUTH AND 5.1 MILES WEST OF HEROD.
 BT2006'
 BT2006'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND GA. 41
 BT2006'IN SHELLMAN PROCEED SOUTH ON GA. 41 FOR 3.45 MILES TO THE
 BT2006'INTERSECTION OF PAVED COUNTY ROAD NO. 91162, TURN LEFT AND
 BT2006'PROCEED EAST ON PAVED COUNTY ROAD NO. 91162 FOR 3.70 MILES TO
 BT2006'THE INTERSECTION OF PAVED COUNTY ROAD NO. 1937, TURN RIGHT AND
 BT2006'PROCEED SOUTH FOR 1.35 MILE TO THE STATION ON THE RIGHT.  TO
 BT2006'REACH THE AZIMUTH MARK PROCEED SOUTH ON PAVED COUNTY ROAD
 BT2006'NO. 1937 FROM THE STATION FOR 0.60 MILE TO THE AZIMUTH MARK ON
 BT2006'THE RIGHT.
 BT2006'
 BT2006'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2006'OF TRANSPORTATION, STAMPED 120-215.  THE SURFACE DISK IS SET IN
 BT2006'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2006'WITH THE GROUND.  IT IS 2.5 FEET NORTH OF THE WITNESS POST, 3.5
 BT2006'FEET EAST OF A FENCE, 48.5 FEET WEST OF A PAVED ROAD.  THE
 BT2006'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.3
 BT2006'FEET BELOW THE SURFACE DISK.
 BT2006'
 BT2006'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2006'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2006'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2006'GROUND.  IT IS 19.0 FEET WEST OF A PAVED ROAD, 31.9 FEET
 BT2006'SOUTHWEST OF A TELEPHONE PEDESTAL, 490.7 FEET NORTHWEST OF A
 BT2006'FRAME HOUSE.
 BT2006'
 BT2006'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2034 ***********************************************************************
 BT2034  DESIGNATION -  BV 120 216
 BT2034  PID         -  BT2034
 BT2034  STATE/COUNTY-  GA/RANDOLPH
 BT2034  USGS QUAD   -  MARTINS CROSSROADS (1973)
 BT2034
 BT2034                         *CURRENT SURVEY CONTROL
 BT2034  ___________________________________________________________________
 BT2034* NAD 83(1994)-  31 38 37.25667(N)    084 41 45.24012(W)     ADJUSTED  
 BT2034* NAVD 88     -       108.2    (meters)     355.     (feet)  VERTCON   
 BT2034  ___________________________________________________________________
 BT2034  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BT2034  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT2034
 BT2034  HORZ ORDER  -  SECOND
 BT2034
 BT2034.The horizontal coordinates were established by classical geodetic methods
 BT2034.and adjusted by the National Geodetic Survey in September 1997..
 BT2034
 BT2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2034
 BT2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2034
 BT2034.The geoid height was determined by GEOID03.
 BT2034
 BT2034;                    North         East     Units Scale Factor Converg.
 BT2034;SPC GA W     -   182,332.629   649,803.344   MT  0.99993107   -0 16 39.6
 BT2034;SPC GA W     -   598,202.97  2,131,896.47   sFT  0.99993107   -0 16 39.6
 BT2034;UTM  16      - 3,503,247.368   718,498.663   MT  1.00018886   +1 12 33.4
 BT2034
 BT2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2034!SPC GA W     -   0.99998718  x   0.99993107  =   0.99991825
 BT2034!UTM  16      -   0.99998718  x   1.00018886  =   1.00017603
 BT2034
 BT2034|---------------------------------------------------------------------|
 BT2034| PID    Reference Object                     Distance      Geod. Az  |
 BT2034|                                                           dddmmss.s |
 BT2034| BT2028 BV 120 216 GADT 1973 PTA             11.037 METERS 25442     |
 BT2034| CY8574 BV 120 216 AZ MK                                   2643910.9 |
 BT2034|---------------------------------------------------------------------|
 BT2034
 BT2034                          SUPERSEDED SURVEY CONTROL
 BT2034
 BT2034  NAD 83(1994)-  31 38 37.26400(N)    084 41 45.24308(W) AD(       ) 2
 BT2034  NAD 83(1986)-  31 38 37.26429(N)    084 41 45.24289(W) AD(       ) 2
 BT2034  NAD 27      -  31 38 36.65667(N)    084 41 45.53196(W) AD(       ) 2
 BT2034  NGVD 29 (07/19/86)  108.3    (m)          355.     (f) VERT ANG       
 BT2034
 BT2034.Superseded values are not recommended for survey control.
 BT2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2034.See file dsdata.txt to determine how the superseded data were derived.
 BT2034
 BT2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1849903247(NAD 83)
 BT2034_MARKER: DD = SURVEY DISK
 BT2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2034
 BT2034  HISTORY     - Date     Condition        Report By
 BT2034  HISTORY     - 1973     MONUMENTED       GADT
 BT2034
 BT2034                          STATION DESCRIPTION
 BT2034
 BT2034'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2034'THE STATION IS ABOUT 6.1 MILES NORTH AND 2.1 MILES WEST OF DICKEY,
 BT2034'7.0 MILES NORTH AND 5.6 MILES WEST OF MORGAN, 6.0 MILES NORTH AND
 BT2034'2.4 MILES EAST OF EDISON.
 BT2034'
 BT2034'TO REACH THE STATION FROM THE INTERSECTION OF GA. 37 AND GA. 216
 BT2034'IN EDISON, PROCEED NORTH ON GA. 216 FOR 1.4 MILES TO THE
 BT2034'INTERSECTION OF GA. 216 AND PAVED COUNTY ROAD NO. 30, TURN RIGHT
 BT2034'AND PROCEED EAST ON COUNTY PAVED ROAD NO. 30 FOR 4.3 MILES TO THE
 BT2034'INTERSECTION OF COUNTY PAVED ROAD NO. 30 AND COUNTY PAVED ROAD
 BT2034'NO. 22, TURN RIGHT AND PROCEED EAST ON PAVED COUNTY ROAD NO. 22
 BT2034'FOR 1.8 MILES TO THE STATION ON THE LEFT.  TO REACH THE
 BT2034'AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD NO. 22 FROM THE
 BT2034'STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT2034'
 BT2034'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA
 BT2034'DEPARTMENT OF TRANSPORTATION, STAMPED 120-216.  THE SURFACE DISK
 BT2034'IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 BT2034'THAT IS FLUSH WITH THE GROUND.  IT IS 2.8 FEET EAST OF A WITNESS
 BT2034'POST, 2.6 FEET SOUTH OF A FENCE, 46.0 FEET NORTH OF THE PAVED
 BT2034'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT2034'CONCRETE 1.69 FEET BELOW THE SURFACE DISK.
 BT2034'
 BT2034'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2034'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2034'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2034'GROUND.  IT IS 47.0 FEET SOUTH OF THE PAVED ROAD, 5.5 FEET
 BT2034'NORTH OF THE FENCE AND 7.0 FEET SOUTHWEST OF THE FENCE CORNER.
 BT2034'
 BT2034'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2045 ***********************************************************************
 BT2045  DESIGNATION -  BV 120 217
 BT2045  PID         -  BT2045
 BT2045  STATE/COUNTY-  GA/RANDOLPH
 BT2045  USGS QUAD   -  CARNEGIE (1973)
 BT2045
 BT2045                         *CURRENT SURVEY CONTROL
 BT2045  ___________________________________________________________________
 BT2045* NAD 83(1994)-  31 38 04.86201(N)    084 46 42.30502(W)     ADJUSTED  
 BT2045* NAVD 88     -       119.8    (meters)     393.     (feet)  VERTCON   
 BT2045  ___________________________________________________________________
 BT2045  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BT2045  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BT2045
 BT2045  HORZ ORDER  -  SECOND
 BT2045
 BT2045.The horizontal coordinates were established by classical geodetic methods
 BT2045.and adjusted by the National Geodetic Survey in September 1997..
 BT2045
 BT2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2045
 BT2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2045
 BT2045.The geoid height was determined by GEOID03.
 BT2045
 BT2045;                    North         East     Units Scale Factor Converg.
 BT2045;SPC GA W     -   181,375.830   641,970.972   MT  0.99994152   -0 19 15.1
 BT2045;SPC GA W     -   595,063.87  2,106,199.76   sFT  0.99994152   -0 19 15.1
 BT2045;UTM  16      - 3,502,087.407   710,691.942   MT  1.00014753   +1 09 56.3
 BT2045
 BT2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2045!SPC GA W     -   0.99998534  x   0.99994152  =   0.99992686
 BT2045!UTM  16      -   0.99998534  x   1.00014753  =   1.00013287
 BT2045
 BT2045|---------------------------------------------------------------------|
 BT2045| PID    Reference Object                     Distance      Geod. Az  |
 BT2045|                                                           dddmmss.s |
 BT2045| BT2046 BV 120 217 GADT 1973 PTA              7.567 METERS 14356     |
 BT2045| CY8575 BV 120 217 AZ MK                                   1842729.0 |
 BT2045|---------------------------------------------------------------------|
 BT2045
 BT2045                          SUPERSEDED SURVEY CONTROL
 BT2045
 BT2045  NAD 83(1994)-  31 38 04.87008(N)    084 46 42.30787(W) AD(       ) 2
 BT2045  NAD 83(1986)-  31 38 04.87050(N)    084 46 42.30741(W) AD(       ) 2
 BT2045  NAD 27      -  31 38 04.26102(N)    084 46 42.59745(W) AD(       ) 2
 BT2045  NGVD 29 (07/19/86)  119.9    (m)          393.     (f) VERT ANG       
 BT2045
 BT2045.Superseded values are not recommended for survey control.
 BT2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2045.See file dsdata.txt to determine how the superseded data were derived.
 BT2045
 BT2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA1069202087(NAD 83)
 BT2045_MARKER: DD = SURVEY DISK
 BT2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2045
 BT2045  HISTORY     - Date     Condition        Report By
 BT2045  HISTORY     - 1973     MONUMENTED       GADT
 BT2045
 BT2045                          STATION DESCRIPTION
 BT2045
 BT2045'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2045'THE STATION IS ABOUT 0.6 MILE SOUTH AND 0.1 MILE EAST OF CARNEGIE,
 BT2045'5.2 MILES NORTH AND 2.1 MILES WEST OF EDISON, 2.8 MILES SOUTH AND
 BT2045'6.5 MILES EAST OF COLEMAN.
 BT2045'
 BT2045'TO REACH THE STATION FROM THE INTERSECTION OF GA 216 AND PAVED
 BT2045'COUNTY ROAD NO. 91703 IN CARNEGIE, PROCEED SOUTH ON GA 216 FOR
 BT2045'0.60 MILE TO DIRT COUNTY ROAD NO. 19 TO THE STATION ON THE
 BT2045'LEFT.  TO REACH THE AZIMUTH MARK, PROCEED SOUTH ON GA 216 FROM
 BT2045'THE STATION FOR 0.20 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2045'
 BT2045'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2045'OF TRANSPORTATION, STAMPED 120-217.  THE SURFACE DISK IS SET IN
 BT2045'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2045'WITH THE GROUND.  IT IS 4.0 FEET SOUTH OF THE WITNESS POST, 46.0
 BT2045'FEET EAST OF THE PAVED ROAD, 6.6 FEET WEST OF THE TELEPHONE POLE
 BT2045'AND 29.0 FEET SOUTH OF THE CENTERLINE OF THE COUNTY DIRT ROAD.
 BT2045'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.2
 BT2045'FEET BELOW THE SURFACE MARK.
 BT2045'
 BT2045'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2045'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2045'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2045'GROUND.  IT IS 4.0 FEET EAST OF THE FENCE, 47.5 FEET WEST OF
 BT2045'THE CENTERLINE OF THE PAVED ROAD AND 95.0 FEET SOUTHWEST OF
 BT2045'THE TELEPHONE POLE.
 BT2045'
 BT2045'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2026 ***********************************************************************
 BT2026  DESIGNATION -  BV 120 218
 BT2026  PID         -  BT2026
 BT2026  STATE/COUNTY-  GA/RANDOLPH
 BT2026  USGS QUAD   -  MARTINS CROSSROADS (1973)
 BT2026
 BT2026                         *CURRENT SURVEY CONTROL
 BT2026  ___________________________________________________________________
 BT2026* NAD 83(1994)-  31 38 30.27567(N)    084 39 54.75654(W)     ADJUSTED  
 BT2026* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 BT2026  ___________________________________________________________________
 BT2026  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT2026  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BT2026
 BT2026  HORZ ORDER  -  SECOND
 BT2026
 BT2026.The horizontal coordinates were established by classical geodetic methods
 BT2026.and adjusted by the National Geodetic Survey in September 1997..
 BT2026
 BT2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2026
 BT2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2026
 BT2026.The geoid height was determined by GEOID03.
 BT2026
 BT2026;                    North         East     Units Scale Factor Converg.
 BT2026;SPC GA W     -   182,103.934   652,713.267   MT  0.99992757   -0 15 41.6
 BT2026;SPC GA W     -   597,452.66  2,141,443.44   sFT  0.99992757   -0 15 41.6
 BT2026;UTM  16      - 3,503,094.218   721,414.320   MT  1.00020468   +1 13 31.2
 BT2026
 BT2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2026!SPC GA W     -   0.99998759  x   0.99992757  =   0.99991516
 BT2026!UTM  16      -   0.99998759  x   1.00020468  =   1.00019227
 BT2026
 BT2026|---------------------------------------------------------------------|
 BT2026| PID    Reference Object                     Distance      Geod. Az  |
 BT2026|                                                           dddmmss.s |
 BT2026| BT2027 BV 120 218 GADT 1973 PTA             15.948 METERS 10120     |
 BT2026| CY8576 BV 120 218 AZ MK                                   1333835.5 |
 BT2026|---------------------------------------------------------------------|
 BT2026
 BT2026                          SUPERSEDED SURVEY CONTROL
 BT2026
 BT2026  NAD 83(1994)-  31 38 30.28287(N)    084 39 54.75950(W) AD(       ) 2
 BT2026  NAD 83(1986)-  31 38 30.28314(N)    084 39 54.75932(W) AD(       ) 2
 BT2026  NAD 27      -  31 38 29.67473(N)    084 39 55.05148(W) AD(       ) 2
 BT2026  NGVD 29 (07/19/86)  105.7    (m)          347.     (f) VERT ANG       
 BT2026
 BT2026.Superseded values are not recommended for survey control.
 BT2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2026.See file dsdata.txt to determine how the superseded data were derived.
 BT2026
 BT2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2141403094(NAD 83)
 BT2026_MARKER: DD = SURVEY DISK
 BT2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2026
 BT2026  HISTORY     - Date     Condition        Report By
 BT2026  HISTORY     - 1973     MONUMENTED       GADT
 BT2026
 BT2026                          STATION DESCRIPTION
 BT2026
 BT2026'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2026'THE STATION IS ABOUT 0.2 MILE SOUTH AND 6.6 MILES EAST OF CARNEGIE,
 BT2026'5.9 MILES NORTH AND 4.2 MILES EAST OF EDISON, 8.0 MILES SOUTH
 BT2026'AND 3.0 MILES WEST OF SHELLMAN.
 BT2026'
 BT2026'TO REACH THE STATION FROM THE INTERSECTION OF GA 37 AND PAVED
 BT2026'COUNTY ROAD NO. 10, TURN LEFT ON PAVED COUNTY ROAD NO. 10 AND
 BT2026'PROCEED NORTH FOR 5.9 MILES TO THE INTERSECTION OF PAVED COUNTY
 BT2026'ROAD NO. 10 AND PAVED COUNTY ROAD NO. 91189, TURN LEFT ON PAVED
 BT2026'COUNTY ROAD NO. 91189 AND PROCEED NORTH FOR 0.1 MILE TO THE
 BT2026'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, PROCEED SOUTH
 BT2026'ON PAVED COUNTY ROAD NO. 91189 FROM THE STATION FOR 0.38 MILE
 BT2026'TO THE AZIMUTH MARK ON THE LEFT.
 BT2026'
 BT2026'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2026'OF TRANSPORTATION, STAMPED 120-218.  THE SURFACE DISK IS SET
 BT2026'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT2026'FLUSH WITH THE GROUND.  IT IS 3.5 FEET NORTH OF THE WITNESS POST,
 BT2026'2.5 FEET SOUTHEAST OF THE POWER POLE, 47.0 FEET WEST OF THE
 BT2026'CENTERLINE OF THE PAVED ROAD AND 92.0 FEET WEST OF THE TELEPHONE
 BT2026'PEDESTAL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT2026'CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BT2026'
 BT2026'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2026'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2026'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2026'GROUND.  IT IS 33.0 FEET NORTHWEST OF THE POWER POLE, AND 23.5
 BT2026'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD.
 BT2026'
 BT2026'HEIGHT OF LIGHT ABOVE STATION MARK 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2032 ***********************************************************************
 BT2032  DESIGNATION -  BV 120 219
 BT2032  PID         -  BT2032
 BT2032  STATE/COUNTY-  GA/RANDOLPH
 BT2032  USGS QUAD   -  MARTINS CROSSROADS (1973)
 BT2032
 BT2032                         *CURRENT SURVEY CONTROL
 BT2032  ___________________________________________________________________
 BT2032* NAD 83(1994)-  31 39 14.98910(N)    084 37 57.14223(W)     ADJUSTED  
 BT2032* NAVD 88     -       100.8    (meters)     331.     (feet)  VERTCON   
 BT2032  ___________________________________________________________________
 BT2032  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BT2032  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BT2032
 BT2032  HORZ ORDER  -  SECOND
 BT2032
 BT2032.The horizontal coordinates were established by classical geodetic methods
 BT2032.and adjusted by the National Geodetic Survey in September 1997..
 BT2032
 BT2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2032
 BT2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2032
 BT2032.The geoid height was determined by GEOID03.
 BT2032
 BT2032;                    North         East     Units Scale Factor Converg.
 BT2032;SPC GA W     -   183,467.316   655,817.977   MT  0.99992407   -0 14 40.2
 BT2032;SPC GA W     -   601,925.69  2,151,629.48   sFT  0.99992407   -0 14 40.2
 BT2032;UTM  16      - 3,504,538.132   724,483.482   MT  1.00022156   +1 14 34.6
 BT2032
 BT2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2032!SPC GA W     -   0.99998834  x   0.99992407  =   0.99991241
 BT2032!UTM  16      -   0.99998834  x   1.00022156  =   1.00020990
 BT2032
 BT2032|---------------------------------------------------------------------|
 BT2032| PID    Reference Object                     Distance      Geod. Az  |
 BT2032|                                                           dddmmss.s |
 BT2032| BT2031 BV 120 219 GADT 1973 PTA             17.180 METERS 06654     |
 BT2032| CY8577 BV 120 219 AZ MK                                   1800153.2 |
 BT2032|---------------------------------------------------------------------|
 BT2032
 BT2032                          SUPERSEDED SURVEY CONTROL
 BT2032
 BT2032  NAD 83(1994)-  31 39 14.99617(N)    084 37 57.14512(W) AD(       ) 2
 BT2032  NAD 83(1986)-  31 39 14.99639(N)    084 37 57.14498(W) AD(       ) 2
 BT2032  NAD 27      -  31 39 14.38866(N)    084 37 57.44004(W) AD(       ) 2
 BT2032  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG       
 BT2032
 BT2032.Superseded values are not recommended for survey control.
 BT2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2032.See file dsdata.txt to determine how the superseded data were derived.
 BT2032
 BT2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2448304538(NAD 83)
 BT2032_MARKER: DD = SURVEY DISK
 BT2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2032
 BT2032  HISTORY     - Date     Condition        Report By
 BT2032  HISTORY     - 1973     MONUMENTED       GADT
 BT2032
 BT2032                          STATION DESCRIPTION
 BT2032
 BT2032'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2032'THE STATION IS ABOUT 6.5 MILES NORTH AND 6.2 MILES EAST OF
 BT2032'EDISON, 7.8 MILES NORTH AND 2.1 MILES WEST OF MORGAN, 7.2 MILES
 BT2032'SOUTH AND 1.1 MILE WEST OF SHELLMAN.
 BT2032'
 BT2032'TO REACH THE STATION FROM THE INTERSECTION OF PAVED COUNTY ROAD
 BT2032'NO. 51 AND PAVED COUNTY ROAD NO. 44 IN SHELLMAN, PROCEED SOUTH
 BT2032'ON PAVED COUNTY ROAD NO. 44 FOR 5.0 MILES TO THE INTERSECTION
 BT2032'OF PAVED COUNTY ROAD N. 44 AND PAVED COUNTY ROAD NO. 85, TURN
 BT2032'LEFT AND PROCEED SOUTH ON PAVED COUNTY ROAD NO. 85 FOR 2.1
 BT2032'MILES TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 85 AND COUNTY
 BT2032'DIRT ROAD NO. 87, TURN LEFT AND PROCEED EAST ON COUNTY DIRT
 BT2032'ROAD NO. 87 FOR 0.8 MILE TO THE STATION ON THE RIGHT.  TO REACH
 BT2032'THE AZIMUTH MARK PROCEED SOUTH ON DIRT COUNTY ROAD NO. 87
 BT2032'FROM THE STATION FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 BT2032'RIGHT.
 BT2032'
 BT2032'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2032'OF TRANSPORTATION, STAMPED 120-219.  THE SURFACE DISK IS SET IN
 BT2032'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT2032'WITH THE GROUND.  IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF THE
 BT2032'DIRT ROAD, 4.5 FEET NORTH OF THE WITNESS POST, 7.5 FEET NORTHEAST
 BT2032'OF THE POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT2032'MASS OF CONCRETE 1.93 FEET BELOW THE SURFACE DISK.
 BT2032'
 BT2032'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT2032'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT2032'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT2032'GROUND.  IT IS 2.0 FEET EAST OF THE FENCE, 20.0 FEET WEST OF
 BT2032'THE CENTERLINE OF THE DIRT ROAD, 555.6 FEET NORTHEAST OF THE
 BT2032'FENCE CORNER.
 BT2032'
 BT2032'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2300 ***********************************************************************
 DE2300  CBN         -  This is a Cooperative Base Network Control Station.
 DE2300  PACS        -  This is a Primary Airport Control Station.
 DE2300  DESIGNATION -  BV 121 200
 DE2300  PID         -  DE2300
 DE2300  STATE/COUNTY-  GA/RICHMOND
 DE2300  USGS QUAD   -  MECHANIC HILL (1981)
 DE2300
 DE2300                         *CURRENT SURVEY CONTROL
 DE2300  ___________________________________________________________________
 DE2300* NAD 83(1994)-  33 22 18.20571(N)    081 57 05.76045(W)     ADJUSTED  
 DE2300* NAVD 88     -        41.53   (meters)     136.3    (feet)  GPS OBS   
 DE2300  ___________________________________________________________________
 DE2300  X           -     746,519.579 (meters)                     COMP
 DE2300  Y           -  -5,279,399.737 (meters)                     COMP
 DE2300  Z           -   3,488,467.680 (meters)                     COMP
 DE2300  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 DE2300  ELLIP HEIGHT-          11.27  (meters)          (03/09/95) GPS OBS
 DE2300  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DE2300
 DE2300  HORZ ORDER  -  B
 DE2300  ELLP ORDER  -  FIRST     CLASS I
 DE2300
 DE2300.This mark is at Bush Field Airport (AGS)
 DE2300
 DE2300.The horizontal coordinates were established by GPS observations
 DE2300.and adjusted by the National Geodetic Survey in March 1995..
 DE2300
 DE2300.The orthometric height was determined by GPS observations and a
 DE2300.high-resolution geoid model.
 DE2300
 DE2300.GPS derived orthometric heights for airport stations designated as
 DE2300.PACS or SACS are published to 2 decimal places.  This maintains
 DE2300.centimeter relative accuracy between the PACS and SACS.  It does
 DE2300.not indicate centimeter accuracy relative to other marks which are
 DE2300.part of the NAVD 88 network.
 DE2300
 DE2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE2300
 DE2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2300
 DE2300.The ellipsoidal height was determined by GPS observations
 DE2300.and is referenced to NAD 83.
 DE2300
 DE2300.The geoid height was determined by GEOID03.
 DE2300
 DE2300;                    North         East     Units Scale Factor Converg.
 DE2300;SPC GA E     -   373,844.978   220,011.973   MT  0.99990494   +0 07 05.9
 DE2300;SPC GA E     - 1,226,523.07    721,822.61   sFT  0.99990494   +0 07 05.9
 DE2300;UTM  17      - 3,692,901.894   411,478.498   MT  0.99969661   -0 31 24.5
 DE2300
 DE2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2300!SPC GA E     -   0.99999823  x   0.99990494  =   0.99990317
 DE2300!UTM  17      -   0.99999823  x   0.99969661  =   0.99969484
 DE2300
 DE2300|---------------------------------------------------------------------|
 DE2300| PID    Reference Object                     Distance      Geod. Az  |
 DE2300|                                                           dddmmss.s |
 DE2300| DE2301 BV 121 200 GADT RM 1                 17.832 METERS 27735     |
 DE2300| DE2302 BV 121 200 GADT AZ MK               APPROX. 1.0 KM 2911253.0 |
 DE2300|---------------------------------------------------------------------|
 DE2300
 DE2300                          SUPERSEDED SURVEY CONTROL
 DE2300
 DE2300  NAD 83(1986)-  33 22 18.21358(N)    081 57 05.75488(W) AD(       ) 2
 DE2300  NAD 27      -  33 22 17.71224(N)    081 57 06.34045(W) AD(       ) 2
 DE2300  NGVD 29 (03/09/95)   41.8    (m)          137.     (f) GPS OBS        
 DE2300
 DE2300.Superseded values are not recommended for survey control.
 DE2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2300.See file dsdata.txt to determine how the superseded data were derived.
 DE2300
 DE2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1147892902(NAD 83)
 DE2300_MARKER: DD = SURVEY DISK
 DE2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2300_STAMPING: BV 121-200 1980
 DE2300_MARK LOGO: GADT  
 DE2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2300+STABILITY: SURFACE MOTION
 DE2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE2300+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 DE2300
 DE2300  HISTORY     - Date     Condition        Report By
 DE2300  HISTORY     - 1980     MONUMENTED       GADT
 DE2300  HISTORY     - 19940313 GOOD             GADT
 DE2300  HISTORY     - 19980225 GOOD             NGS
 DE2300  HISTORY     - 20021029 GOOD             GADT
 DE2300
 DE2300                          STATION DESCRIPTION
 DE2300
 DE2300'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2300'THE STATION IS LOCATED ABOUT 8.5 KM (5-1/4 MI) SOUTHWEST OF
 DE2300'BEECH ISLAND SOUTH CAROLINA, 15 KM (9-1/4 MI) EAST-NORTHEAST OF
 DE2300'HEPHZIBAH, AND 11.5 KM (7 MI) SOUTH OF AUGUSTA ON COUNTY RIGHT
 DE2300'OF WAY.
 DE2300'
 DE2300'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DE2300'(BOBBY JONES EXPRESSWAY (WHICH IS NOW UNDER CONSTRUCTION) WITH
 DE2300'STATE ROUTE 56 SPUR LOCATED 8.8 KM (5-1/2 MI) SOUTH-SOUTHWEST OF
 DE2300'AUGUSTA, GO SOUTHEAST ALONG STATE ROUTE 56 SPUR FOR 2.6 KM
 DE2300'(1.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91104 TO THE LEFT.
 DE2300'TURN LEFT GOING SOUTHEAST ALONG COUNTY ROAD 91104 FOR 1.8 KM
 DE2300'(1.1 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 DE2300'SOUTHEAST ALONG COUNTY ROAD 91104 FOR 1.0 KM (0.6 MI) TO THE
 DE2300'STATION ON THE RIGHT.
 DE2300'
 DE2300'THE STATION IS A STANDARD GADT DISK
 DE2300'STAMPED---121-200 1980---,
 DE2300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2300'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2300'15.76 METERS (51.70 FT) EAST-SOUTHEAST FROM A POWER POLE,
 DE2300'15.54 METERS (51.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY PAVED
 DE2300'ROAD 91104,
 DE2300'6.40 METERS (21.00 FT) SOUTHWEST FROM THE WEST END OF A 15 INCH
 DE2300'METAL SIDE DRAIN PIPE, AND
 DE2300'0.82 METER (2.70 FT) NORTH FROM A WITNESS POST.
 DE2300'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2300'STAMPED---121-200 1980---,
 DE2300'SET INTO AN IRREGULAR MASS OF CONCRETE .86 METERS BELOW THE SURFACE.
 DE2300'
 DE2300'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2300'STAMPED---121-200 1980 RM 1---,
 DE2300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2300'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2300'19.69 METERS (64.60 FT) WEST-SOUTHWEST FROM THE WEST END OF A 15
 DE2300'INCH METAL SIDE DRAIN PIPE,
 DE2300'14.48 METERS (47.50 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD
 DE2300'91104,
 DE2300'7.01 METERS (23.00 FT) SOUTHWEST FROM THE POWER POLE, AND
 DE2300'1.07 METERS (3.50 FT) NORTH FROM A WITNESS POST.
 DE2300'MARK IS BELOW STATION 0.5 METERS.
 DE2300'
 DE2300'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2300'STAMPED---121-200 1980 AZ MK---,
 DE2300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2300'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2300'15.18 METERS (49.80 FT) WEST-SOUTHWEST FROM AN UNDERGROUND
 DE2300'TELEPHONE CABLE WARNING POST,
 DE2300'13.26 METERS (43.50 FT) SOUTH FROM THE CENTERLINE OF PAVED COUNTY
 DE2300'ROAD 91104,
 DE2300'6.55 METERS (21.50 FT) SOUTHEAST FROM A POWER POLE, AND
 DE2300'0.49 METER (1.60 FT) NORTH FROM A WITNESS POST.
 DE2300'
 DE2300'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS ONLY ONE
 DE2300'SET.
 DE2300'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2300'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2300'COUNTY GA.  1973.  REVISED DECEMBER 1973.
 DE2300
 DE2300                          STATION RECOVERY (1994)
 DE2300
 DE2300'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 DE2300'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) SOUTHWEST OF BEECH
 DE2300'ISLAND SOUTH CAROLINA, 15 KM (9.30 MI) EAST-NORTHEAST OF HEPHZIBAH,
 DE2300'AND 11.5 KM (7.15 MI) SOUTH OF AUGUSTA ON COUNTY RIGHT OF WAY. TO
 DE2300'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520 (BOBBY
 DE2300'JONES EXPRESSWAY) (WHICH IS NOW UNDER CONSTRUCTION) WITH STATE HIGHWAY
 DE2300'56 SPUR LOCATED 8.8 KM (5.45 MI) SOUTH-SOUTHWEST OF AUGUSTA, GO
 DE2300'SOUTHEAST ALONG HIGHWAY 56 SPUR FOR 2.6 KM (1.60 MI) TO THE JUNCTION
 DE2300'OF PAVED COUNTY ROAD 91104 TO THE LEFT, TURN LEFT GOING SOUTHEAST
 DE2300'ALONG COUNTY ROAD 91104 FOR 1.8 KM (1.10 MI) TO THE AZIMUTH MARK ON
 DE2300'THE RIGHT, CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 91104 FOR 1.0 KM
 DE2300'(0.60 MI) TO THE STATION ON THE RIGHT. THE STATION IS RECESSED 2.5 CM
 DE2300'BELOW THE GROUND.  IT IS LOCATED 15.76 M (51.71 FT) EAST-SOUTHEAST
 DE2300'FROM A POWER POLE, 15.54 M (50.98 FT) SOUTH FROM THE CENTERLINE OF
 DE2300'COUNTY PAVED ROAD 91104, 6.40 M (21.00 FT) SOUTHWEST FROM THE WEST END
 DE2300'OF A 15-INCH METAL SIDE DRAIN PIPE, AND 0.82 M (2.69 FT) NORTH FROM A
 DE2300'WITNESS POST.
 DE2300
 DE2300                          STATION RECOVERY (1998)
 DE2300
 DE2300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 DE2300'THE STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) SOUTHWEST OF BEECH
 DE2300'ISLAND SOUTH CAROLINA, 15 KM (9.30 MI) EAST-NORTHEAST OF HEPHZIBAH,
 DE2300'AND 11.5 KM (7.15 MI) SOUTH OF AUGUSTA ON COUNTY RIGHT OF WAY.  TO
 DE2300'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520 (BOBBY
 DE2300'JONES EXPRESSWAY) (WHICH IS NOW UNDER CONSTRUCTION) WITH STATE HIGHWAY
 DE2300'56 SPUR LOCATED 8.8 KM (5.45 MI) SOUTH-SOUTHWEST OF AUGUSTA, GO
 DE2300'SOUTHEAST ALONG HIGHWAY 56 SPUR FOR 2.6 KM (1.60 MI) TO THE JUNCTION
 DE2300'OF PAVED COUNTY ROAD 91104 TO THE LEFT, TURN LEFT GOING SOUTHEAST
 DE2300'ALONG COUNTY ROAD 91104 FOR 1.8 KM (1.10 MI) TO THE AZIMUTH MARK ON
 DE2300'THE RIGHT, CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 91104 FOR 1.0 KM
 DE2300'(0.60 MI) TO THE STATION ON THE RIGHT.  THE STATION IS RECESSED 2.5 CM
 DE2300'BELOW THE GROUND.  IT IS LOCATED 15.76 M (51.71 FT) EAST-SOUTHEAST
 DE2300'FROM A POWER POLE, 15.54 M (50.98 FT) SOUTH FROM THE CENTERLINE OF
 DE2300'COUNTY PAVED ROAD 91104, 6.40 M (21.00 FT) SOUTHWEST FROM THE WEST END
 DE2300'OF A 15-INCH METAL SIDE DRAIN PIPE, AND 0.82 M (2.69 FT) NORTH FROM A
 DE2300'WITNESS POST.  THE STATION IS A GADT DISK SET IN A CONCRETE POST FLUSH
 DE2300'WITH THE GROUND. THIS THE PRIMARY AIRPORT CONTROL STATION.
 DE2300
 DE2300                          STATION RECOVERY (2002)
 DE2300
 DE2300'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DE2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2302 ***********************************************************************
 DE2302  DESIGNATION -  BV 121 200 GADT AZ MK
 DE2302  PID         -  DE2302
 DE2302  STATE/COUNTY-  GA/RICHMOND
 DE2302  USGS QUAD   -  MECHANIC HILL (1981)
 DE2302
 DE2302                         *CURRENT SURVEY CONTROL
 DE2302  ___________________________________________________________________
 DE2302* NAD 83(1994)-  33 22 29.63528(N)    081 57 40.85915(W)     ADJUSTED  
 DE2302* NAVD 88     -        41.6    (meters)     136.     (feet)  VERTCON   
 DE2302  ___________________________________________________________________
 DE2302  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 DE2302  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DE2302
 DE2302  HORZ ORDER  -  SECOND
 DE2302
 DE2302.The horizontal coordinates were established by classical geodetic methods
 DE2302.and adjusted by the National Geodetic Survey in September 1997..
 DE2302
 DE2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2302
 DE2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2302
 DE2302.The geoid height was determined by GEOID03.
 DE2302
 DE2302;                    North         East     Units Scale Factor Converg.
 DE2302;SPC GA E     -   374,195.242   219,104.072   MT  0.99990450   +0 06 46.6
 DE2302;SPC GA E     - 1,227,672.22    718,843.94   sFT  0.99990450   +0 06 46.6
 DE2302;UTM  17      - 3,693,262.231   410,574.764   MT  0.99969859   -0 31 44.0
 DE2302
 DE2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2302!SPC GA E     -   0.99999821  x   0.99990450  =   0.99990271
 DE2302!UTM  17      -   0.99999821  x   0.99969859  =   0.99969680
 DE2302
 DE2302                          SUPERSEDED SURVEY CONTROL
 DE2302
 DE2302  NAD 83(1986)-  33 22 29.64254(N)    081 57 40.85384(W) AD(       ) 2
 DE2302  NAD 27      -  33 22 29.14142(N)    081 57 41.43845(W) AD(       ) 2
 DE2302  NGVD 29 (07/19/86)   41.8    (m)          137.     (f) VERT ANG       
 DE2302
 DE2302.Superseded values are not recommended for survey control.
 DE2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2302.See file dsdata.txt to determine how the superseded data were derived.
 DE2302
 DE2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1057593262(NAD 83)
 DE2302_MARKER: DD = SURVEY DISK
 DE2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2302+STABILITY: SURFACE MOTION
 DE2302
 DE2302  HISTORY     - Date     Condition        Report By
 DE2302  HISTORY     - 1980     MONUMENTED       GADT
 DE2302
 DE2302                          STATION DESCRIPTION
 DE2302
 DE2302'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2302'THE STATION IS LOCATED ABOUT 6-3/4 MILES (10.8 KM) SOUTH OF
 DE2302'AUGUSTA, 8-1/2 MILES (13.5 KM)EAST-NORTHEAST OF HEPHZIBAH, AND
 DE2302'10-3/4 MILES (17.2 KM) SOUTH-SOUTHWEST OF BATH SOUTH CAROLINA
 DE2302'ON COUNTY RIGHT OF WAY.
 DE2302'
 DE2302'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DE2302'BOBBY JONES EXPRESSWAY NOW UNDER CONSTRUCTION) AND STATE ROUTE 56
 DE2302'SPUR LOCATED 8.8 KM (5-1/2 MILES) SOUTH-SOUTHWEST OF AUGUSTA, GO
 DE2302'SOUTHEAST ALONG STATE ROUTE 56 SPUR FOR 2.6 KM (1.6 MILES) TO THE
 DE2302'JUNCTION OF PAVED COUNTY ROAD 91104 TO THE LEFT.  TURN LEFT GOING
 DE2302'SOUTHEAST ALONG COUNTY ROAD 91104 FOR 1.8 KM (1.1 MILES) TO THE
 DE2302'STATION ON THE RIGHT.
 DE2302'
 DE2302'THE STATION IS A STANDARD GADT DISK
 DE2302'STAMPED---121-200 1980 AZ MK---,
 DE2302'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2302'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2302'15.18 METERS (49.8 FT) WEST-SOUTHWEST FROM AN UNDERGROUND
 DE2302'TELEPHONE WARNING POST,
 DE2302'13.26 METERS (43.5 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 DE2302'6.55 METERS (21.5 FT) SOUTHEAST FROM A POWER POLE AND,
 DE2302'0.49 METER (1.6 FT) NORTH FROM A WITNESS POST.
 DE2302'
 DE2302'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2302'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2337 ***********************************************************************
 DE2337  DESIGNATION -  BV 121 201 GADT
 DE2337  PID         -  DE2337
 DE2337  STATE/COUNTY-  GA/RICHMOND
 DE2337  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2337
 DE2337                         *CURRENT SURVEY CONTROL
 DE2337  ___________________________________________________________________
 DE2337* NAD 83(1994)-  33 26 29.43551(N)    081 59 05.81037(W)     ADJUSTED  
 DE2337* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 DE2337  ___________________________________________________________________
 DE2337  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 DE2337  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DE2337
 DE2337  HORZ ORDER  -  FIRST
 DE2337
 DE2337.The horizontal coordinates were established by classical geodetic methods
 DE2337.and adjusted by the National Geodetic Survey in September 1997..
 DE2337
 DE2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2337
 DE2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2337
 DE2337.The geoid height was determined by GEOID03.
 DE2337
 DE2337;                    North         East     Units Scale Factor Converg.
 DE2337;SPC GA E     -   381,578.400   216,895.492   MT  0.99990352   +0 06 00.5
 DE2337;SPC GA E     - 1,251,895.13    711,597.96   sFT  0.99990352   +0 06 00.5
 DE2337;UTM  17      - 3,700,668.183   408,449.533   MT  0.99970333   -0 32 34.2
 DE2337
 DE2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2337!SPC GA E     -   0.99999716  x   0.99990352  =   0.99990068
 DE2337!UTM  17      -   0.99999716  x   0.99970333  =   0.99970049
 DE2337
 DE2337|---------------------------------------------------------------------|
 DE2337| PID    Reference Object                     Distance      Geod. Az  |
 DE2337|                                                           dddmmss.s |
 DE2337| DE2336 BV 121 201 GADT RM 1                 14.576 METERS 07625     |
 DE2337| DE2334 BV 121 201 GADT AZ MK               APPROX. 0.7 KM 1581336.7 |
 DE2337|---------------------------------------------------------------------|
 DE2337
 DE2337                          SUPERSEDED SURVEY CONTROL
 DE2337
 DE2337  NAD 83(1986)-  33 26 29.44020(N)    081 59 05.80584(W) AD(       ) 1
 DE2337  NAD 27      -  33 26 28.94727(N)    081 59 06.38827(W) AD(       ) 1
 DE2337  NGVD 29 (07/19/86)   48.4    (m)          159.     (f) VERT ANG       
 DE2337
 DE2337.Superseded values are not recommended for survey control.
 DE2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2337.See file dsdata.txt to determine how the superseded data were derived.
 DE2337
 DE2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0845000668(NAD 83)
 DE2337_MARKER: DD = SURVEY DISK
 DE2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2337+STABILITY: SURFACE MOTION
 DE2337
 DE2337  HISTORY     - Date     Condition        Report By
 DE2337  HISTORY     - 1980     MONUMENTED       GADT
 DE2337
 DE2337                          STATION DESCRIPTION
 DE2337
 DE2337'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2337'THE STATION IS LOCATED ABOUT 4.2 KM (2-1/2 MI) SOUTH OF AUGUSTA,
 DE2337'8.8 KM (5-1/2 MI) WEST OF BEECH ISLAND SOUTH CAROLINA, AND
 DE2337'11.8 KM (7-1/4 MI) SOUTHEAST OF MARTINEZ ON STATE RIGHT OF WAY.
 DE2337'
 DE2337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 278, 78,
 DE2337'25, 1, (STATE ROUTES 10, 12, 121) AND STATE ROUTE 56 LOOP ABOUT
 DE2337'4 KM (2-1/2 MI) SOUTH-SOUTHWEST OF AUGUSTA, GO WEST ALONG U.S.
 DE2337'HIGHWAYS 78, 278, 1, AND 25 FOR 0.3 KM (O.2 MI) TO THE STATION ON
 DE2337'THE RIGHT.
 DE2337'
 DE2337'THE STATION IS A STANDARD GADT DISK
 DE2337'STAMPED---121-201 1980---,
 DE2337'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2337'FLUSH WITH GROUND.  IT IS LOCATED
 DE2337'6.1 METERS (20.0 FT) NORTH FROM THE CENTERLINE OF THE WEST BOUND
 DE2337'LANE OF THE HIGHWAY,
 DE2337'8.14 METERS (26.7 FT) EAST FROM THE NORTHEAST CORNER OF THE EAST
 DE2337'PARAPET BARRIER END POST OF THE NORTH PARAPET WALL OF THE BRIDGE
 DE2337'OVER THE CENTRAL OF GEORGIA RAILWAY TRACKS,
 DE2337'10.0 METERS (32.8 FT) NORTH FROM THE NEAR EDGE OF A GUARD RAIL IN
 DE2337'THE MEDIAN STRIP OF THE HIGHWAY,
 DE2337'0.91 METER (3.00 FT) SOUTH FROM A WITNESS POST.
 DE2337'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2337'STAMPED---121-201 1980---,
 DE2337'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DE2337'
 DE2337'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2337'STAMPED---121-201 1980 RM 1---,
 DE2337'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2337'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DE2337'7.32 METERS (24.0 FT) NORTH FROM THE CENTERLINE OF THE WEST BOUND
 DE2337'LANE OF THE HIGHWAY,
 DE2337'22.71 METERS (74.5 FT) EAST FROM THE NORTHEAST CORNER OF THE EAST
 DE2337'PARAPET BARRIER END POST OF THE NORTH PARAPET WALL OF THE BRIDGE
 DE2337'OVER THE RAILROAD,
 DE2337'11.28 METERS (37.0 FT) NORTH FROM THE NEAREST EDGE OF THE GUARD
 DE2337'RAIL IN THE MEDIAN STRIP OF THE HIGHWAY, AND
 DE2337'0.94 METER (3.1 FT) SOUTH FROM A WITNESS POST.
 DE2337'MARK IS BELOW STATION 0.3 METERS.
 DE2337'
 DE2337'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2337'STAMPED---121-201 1980 AZ MK---,
 DE2337'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2337'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DE2337'14.33 METERS (47.0 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 DE2337'ROUTE 56 LOOP,
 DE2337'13.78 METERS (45.2 FT) EAST-NORTHEAST FROM A POWER POLE,
 DE2337'14.78 METERS (48.5 FT) SOUTHWEST FROM THE SOUTHEND OF AN 18 INCH
 DE2337'METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTHEAST, AND
 DE2337'0.98 METER (3.2 FT) NORTHWEST FROM WITNESS POST SET AT A
 DE2337'FENCELINE.
 DE2337'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG U.S.
 DE2337'HIGHWAYS 278, 78, 25, AND 1 FOR 0.32 KM (0.2 MI)
 DE2337'TO THE JUNCTION OF STATE
 DE2337'ROUTE 56 LOOP TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG STATE
 DE2337'ROUTE 56 LOOP FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DE2337'
 DE2337'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS ONLY ONE
 DE2337'SET.
 DE2337'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2337'
 DE2337'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2337'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2334 ***********************************************************************
 DE2334  DESIGNATION -  BV 121 201 GADT AZ MK
 DE2334  PID         -  DE2334
 DE2334  STATE/COUNTY-  GA/RICHMOND
 DE2334  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2334
 DE2334                         *CURRENT SURVEY CONTROL
 DE2334  ___________________________________________________________________
 DE2334* NAD 83(1994)-  33 26 08.41852(N)    081 58 55.79783(W)     ADJUSTED  
 DE2334* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 DE2334  ___________________________________________________________________
 DE2334  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 DE2334  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DE2334
 DE2334  HORZ ORDER  -  SECOND
 DE2334
 DE2334.The horizontal coordinates were established by classical geodetic methods
 DE2334.and adjusted by the National Geodetic Survey in September 1997..
 DE2334
 DE2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2334
 DE2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2334
 DE2334.The geoid height was determined by GEOID03.
 DE2334
 DE2334;                    North         East     Units Scale Factor Converg.
 DE2334;SPC GA E     -   380,931.407   217,155.231   MT  0.99990363   +0 06 06.0
 DE2334;SPC GA E     - 1,249,772.46    712,450.12   sFT  0.99990363   +0 06 06.0
 DE2334;UTM  17      - 3,700,018.447   408,701.946   MT  0.99970276   -0 32 28.4
 DE2334
 DE2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2334!SPC GA E     -   0.99999862  x   0.99990363  =   0.99990225
 DE2334!UTM  17      -   0.99999862  x   0.99970276  =   0.99970138
 DE2334
 DE2334                          SUPERSEDED SURVEY CONTROL
 DE2334
 DE2334  NAD 83(1986)-  33 26 08.42322(N)    081 58 55.79329(W) AD(       ) 2
 DE2334  NAD 27      -  33 26 07.92977(N)    081 58 56.37594(W) AD(       ) 2
 DE2334  NGVD 29 (07/19/86)   39.1    (m)          128.     (f) VERT ANG       
 DE2334
 DE2334.Superseded values are not recommended for survey control.
 DE2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2334.See file dsdata.txt to determine how the superseded data were derived.
 DE2334
 DE2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0870200018(NAD 83)
 DE2334_MARKER: DD = SURVEY DISK
 DE2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2334+STABILITY: SURFACE MOTION
 DE2334
 DE2334  HISTORY     - Date     Condition        Report By
 DE2334  HISTORY     - 1980     MONUMENTED       GADT
 DE2334
 DE2334                          STATION DESCRIPTION
 DE2334
 DE2334'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2334'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH-SOUTHWEST OF
 DE2334'AUGUSTA, 8.4 KM (5-1/4 MI) WEST OF BEECH ISLAND SOUTH CAROLINA, AND
 DE2334'12.4 KM (7-3/4 MI) SOUTHEAST OF MARTINEZ ON STATE RIGHT OF WAY.
 DE2334'
 DE2334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 278, 78,
 DE2334'25, 1, (STATE ROUTES 10, 12, 121) AND STATE ROUTE 56 LOOP ABOUT
 DE2334'4 KM (2-1/2 MI) SOUTH-SOUTHWEST OF AUGUSTA, GO SOUTH ALONG STATE
 DE2334'ROUTE 56 LOOP FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DE2334'
 DE2334'THE STATION IS A STANDARD GADT DISK
 DE2334'STAMPED---121-201 1980 AZ MK---,
 DE2334'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2334'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DE2334'14.33 METERS (47.0 FT) SOUTHEAST FROM THE CENTERLINE OF STATE
 DE2334'ROUTE 56 LOOP,
 DE2334'13.78 METERS (45.2 FT) EAST-NORTHEAST FROM A POWER POLE,
 DE2334'14.78 METERS (48.5 FT) SOUTHWEST FROM THE SOUTHEND OF AN 18 INCH
 DE2334'METAL SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTHEAST, AND
 DE2334'0.98 METER (3.2 FT) NORTHWEST FROM WITNESS POST SET AT A
 DE2334'FENCELINE.
 DE2334'
 DE2334'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2334'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1215 ***********************************************************************
 DF1215  DESIGNATION -  BV 121 202 GADT
 DF1215  PID         -  DF1215
 DF1215  STATE/COUNTY-  GA/RICHMOND
 DF1215  USGS QUAD   -  MARTINEZ (1980)
 DF1215
 DF1215                         *CURRENT SURVEY CONTROL
 DF1215  ___________________________________________________________________
 DF1215* NAD 83(1994)-  33 30 51.05533(N)    082 02 35.25863(W)     ADJUSTED  
 DF1215* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 DF1215  ___________________________________________________________________
 DF1215  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 DF1215  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DF1215
 DF1215  HORZ ORDER  -  SECOND
 DF1215
 DF1215.The horizontal coordinates were established by classical geodetic methods
 DF1215.and adjusted by the National Geodetic Survey in September 1997..
 DF1215
 DF1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1215
 DF1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1215
 DF1215.The geoid height was determined by GEOID03.
 DF1215
 DF1215;                    North         East     Units Scale Factor Converg.
 DF1215;SPC GA E     -   389,629.948   211,476.567   MT  0.99990162   +0 04 05.6
 DF1215;SPC GA E     - 1,278,310.92    693,819.37   sFT  0.99990162   +0 04 05.6
 DF1215;UTM  17      - 3,708,778.526   403,122.418   MT  0.99971571   -0 34 33.6
 DF1215
 DF1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1215!SPC GA E     -   0.99999125  x   0.99990162  =   0.99989287
 DF1215!UTM  17      -   0.99999125  x   0.99971571  =   0.99970696
 DF1215
 DF1215:                Primary Azimuth Mark                     Grid Az
 DF1215:SPC GA E     -  AUGUSTA WASHINGTON RD TK                 109 09 01.5
 DF1215:UTM  17      -  AUGUSTA WASHINGTON RD TK                 109 47 40.7
 DF1215
 DF1215|---------------------------------------------------------------------|
 DF1215| PID    Reference Object                     Distance      Geod. Az  |
 DF1215|                                                           dddmmss.s |
 DF1215| DF1213 AUGUSTA WASHINGTON RD TK            APPROX. 2.0 KM 1091307.1 |
 DF1215| DF1214 BV 121 202 GADT AZ MK               APPROX. 0.5 KM 1195227.9 |
 DF1215| DF1216 BV 121 202 GADT RM 1                 22.029 METERS 30043     |
 DF1215|---------------------------------------------------------------------|
 DF1215
 DF1215                          SUPERSEDED SURVEY CONTROL
 DF1215
 DF1215  NAD 83(1986)-  33 30 51.05989(N)    082 02 35.25401(W) AD(       ) 2
 DF1215  NAD 27      -  33 30 50.57352(N)    082 02 35.83109(W) AD(       ) 2
 DF1215  NGVD 29 (07/19/86)   85.8    (m)          281.     (f) VERT ANG       
 DF1215
 DF1215.Superseded values are not recommended for survey control.
 DF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1215.See file dsdata.txt to determine how the superseded data were derived.
 DF1215
 DF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0312208779(NAD 83)
 DF1215_MARKER: DD = SURVEY DISK
 DF1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1215+STABILITY: SURFACE MOTION
 DF1215
 DF1215  HISTORY     - Date     Condition        Report By
 DF1215  HISTORY     - 1980     MONUMENTED       GADT
 DF1215  HISTORY     - 20050411 MARK NOT FOUND   GADT
 DF1215
 DF1215                          STATION DESCRIPTION
 DF1215
 DF1215'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1215'THE STATION IS LOCATED ABOUT 8.6 KM (5-1/4 MI) WEST-NORTHWEST
 DF1215'OF AUGUSTA, AND 2.8 KM (1-3/4 MI) EAST OF MARTINEZ ON
 DF1215'COUNTY RIGHT OF WAY.
 DF1215'
 DF1215'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1215'AND STATE ROUTE 28 (WASHINGTON ROAD) ABOUT 8.4 KM
 DF1215'(5-1/4 MI) WEST-NORTHWEST OF AUGUSTA,
 DF1215'GO WEST-NORTHWEST ALONG
 DF1215'STATE ROUTE 28 FOR 0.16 KM (0.1 MI) TO THE JUNCTION OF CLAUSSEN ROAD
 DF1215'TO THE RIGHT.  TURN RIGHT GOING NORTHEAST ALONG CLAUSSEN ROAD FOR
 DF1215'0.32 KM (0.2 MI) TO THE STATION ON THE LEFT.
 DF1215'
 DF1215'THE STATION IS A STANDARD GADT DISK
 DF1215'STAMPED---121-202 1980---,
 DF1215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24.5 CM IN DIAMETER
 DF1215'FLUSH WITH GROUND.  IT IS LOCATED
 DF1215'15.70 METERS (51.50 FT) NORTH-NORTHWEST FROM THE CENTER LINE OF
 DF1215'CLAUSSEN ROAD,
 DF1215'9.69 METERS (31.80 FT) SOUTH-SOUTHEAST FROM AN 8 INCH METAL SIGN
 DF1215'POLE,
 DF1215'8.23 METERS (27.0 FT) NORTH-NORTHEAST FROM THE EAST END OF AN 18
 DF1215'INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTHWEST,
 DF1215'7.25 METERS (23.80 FT) EAST FROM THE BACK SIDE OF THE EAST
 DF1215'CONCRETE CURB OF THE EASTERNMOST DRIVEWAY, AND
 DF1215'1.71 METERS (5.60 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1215'THE UNDERGROUND MARK IS A STANDARD GADT
 DF1215'DISK STAMPED---121-202 1980---,
 DF1215'IMBEDDED IN THE GROUND IN AN IRREGULAR MASS OF CONCRETE 0.8 METERS
 DF1215'BELOW THE SURFACE.
 DF1215'
 DF1215'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1215'STAMPED---121-202 1980 RM 1---,
 DF1215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1215'FLUSH WITH GROUND.  IT IS LOCATED
 DF1215'26.67 METERS (87.50 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DF1215'15.09 METERS (49.50 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 DF1215'OF A BRICK PACKAGE SHOP,
 DF1215'12.28 METERS (40.30 FT) EAST-SOUTHEAST FROM AN 8 INCH METAL SIGN
 DF1215'POLE,
 DF1215'2.56 METERS (8.40 FT) EAST FROM A POWER POLE WITH A LIGHT
 DF1215'ATTACHED, AND
 DF1215'0.91 METER (3.00 FT) SOUTHEAST FROM A WITNESS POST.
 DF1215'MARK IS ABOVE STATION 1.0 METERS.
 DF1215'
 DF1215'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1215'STAMPED---121-202 1980 AZ MK---,
 DF1215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1215'RECESSED 7.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1215'21.18 METERS (69.50 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE
 DF1215'WEST SIDE OF THE STREET,
 DF1215'5.49 METERS (18.00 FT) EAST FROM THE CENTERLINE OF LAFAYETTE
 DF1215'STREET,
 DF1215'3.84 METERS (12.60 FT) WEST-NORTHWEST FROM THE NORTHERN MOST
 DF1215'METAL POST OF A SHELL OIL SIGN, AND
 DF1215'2.01 METERS (6.60 FT) WEST FROM THE BACK SIDE OF THE EAST
 DF1215'CONCRETE CURB OF AN ISLAND.
 DF1215'TO REACH AZIMUTH MARK FROM THE JUNCTION OF
 DF1215'INTERSTATE HIGHWAY 20 AND STATE ROUTE 28, GO EAST-SOUTHEAST ALONG
 DF1215'STATE ROUTE 28 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF LAFAYETTE
 DF1215'STREET CROSSING AND THE MARK ON THE LEFT.
 DF1215'
 DF1215'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1215'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1215'COUNTY GA. 1973, REVISED DECEMBER 1973.
 DF1215
 DF1215                          STATION RECOVERY (2005)
 DF1215
 DF1215'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF1215'ONLY REFERENCE MARK 1 WAS FOUND DURING THIS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1214 ***********************************************************************
 DF1214  DESIGNATION -  BV 121 202 GADT AZ MK
 DF1214  PID         -  DF1214
 DF1214  STATE/COUNTY-  GA/RICHMOND
 DF1214  USGS QUAD   -  MARTINEZ (1980)
 DF1214
 DF1214                         *CURRENT SURVEY CONTROL
 DF1214  ___________________________________________________________________
 DF1214* NAD 83(1994)-  33 30 42.23776(N)    082 02 16.93487(W)     ADJUSTED  
 DF1214* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 DF1214  ___________________________________________________________________
 DF1214  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 DF1214  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DF1214
 DF1214  HORZ ORDER  -  SECOND
 DF1214
 DF1214.The horizontal coordinates were established by classical geodetic methods
 DF1214.and adjusted by the National Geodetic Survey in September 1997..
 DF1214
 DF1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1214
 DF1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1214
 DF1214.The geoid height was determined by GEOID03.
 DF1214
 DF1214;                    North         East     Units Scale Factor Converg.
 DF1214;SPC GA E     -   389,358.886   211,949.749   MT  0.99990176   +0 04 15.7
 DF1214;SPC GA E     - 1,277,421.61    695,371.80   sFT  0.99990176   +0 04 15.7
 DF1214;UTM  17      - 3,708,502.212   403,592.435   MT  0.99971459   -0 34 23.3
 DF1214
 DF1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1214!SPC GA E     -   0.99999138  x   0.99990176  =   0.99989314
 DF1214!UTM  17      -   0.99999138  x   0.99971459  =   0.99970597
 DF1214
 DF1214                          SUPERSEDED SURVEY CONTROL
 DF1214
 DF1214  NAD 83(1986)-  33 30 42.24233(N)    082 02 16.93025(W) AD(       ) 2
 DF1214  NAD 27      -  33 30 41.75575(N)    082 02 17.50785(W) AD(       ) 2
 DF1214  NGVD 29 (07/19/86)   85.     (m)          279.     (f) VERT ANG       
 DF1214
 DF1214.Superseded values are not recommended for survey control.
 DF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1214.See file dsdata.txt to determine how the superseded data were derived.
 DF1214
 DF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0359208502(NAD 83)
 DF1214_MARKER: DD = SURVEY DISK
 DF1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1214+STABILITY: SURFACE MOTION
 DF1214
 DF1214  HISTORY     - Date     Condition        Report By
 DF1214  HISTORY     - 1980     MONUMENTED       GADT
 DF1214
 DF1214                          STATION DESCRIPTION
 DF1214
 DF1214'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1214'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-NORTHWEST OF
 DF1214'AUGUSTA AND 3.4 KM (2-1/4 MI) EAST OF MARTINEZ ON COUNTY
 DF1214'RIGHT OF WAY.
 DF1214'
 DF1214'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1214'AND STATE ROUTE 28 IN AUGUSTA, GO EAST-SOUTHEAST ALONG STATE ROUTE
 DF1214'28 FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF LAFAYETTE STREET CROSSING
 DF1214'AND THE STATION ON THE LEFT.
 DF1214'
 DF1214'THE STATION IS A STANDARD GADT DISK
 DF1214'STAMPED---121-202 1980 AZ MK---,
 DF1214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1214'RECESSED 7.5 CM BELOW THE GROUND.
 DF1214'IT IS LOCATED
 DF1214'21.18 METERS (69.50 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE
 DF1214'WEST SIDE OF THE STREET,
 DF1214'5.49 METERS (18.00 FT) EAST FROM THE CENTERLINE OF LAFAYETTE
 DF1214'STREET,
 DF1214'3.84 METERS (12.60 FT) WEST-NORTHWEST FROM THE NORTHERN MOST
 DF1214'METAL POST OF A SHELL OIL SIGN, AND
 DF1214'2.01 METERS (6.60 FT) WEST FROM THE BACK SIDE OF THE EAST
 DF1214'CONCRETE CURB OF AN ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1317 ***********************************************************************
 DF1317  DESIGNATION -  BV 121 203 GADT
 DF1317  PID         -  DF1317
 DF1317  STATE/COUNTY-  GA/RICHMOND
 DF1317  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1317
 DF1317                         *CURRENT SURVEY CONTROL
 DF1317  ___________________________________________________________________
 DF1317* NAD 83(1994)-  33 26 09.62745(N)    082 01 48.45625(W)     ADJUSTED  
 DF1317* NAVD 88     -        69.9    (meters)     229.     (feet)  VERTCON   
 DF1317  ___________________________________________________________________
 DF1317  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DF1317  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DF1317
 DF1317  HORZ ORDER  -  SECOND
 DF1317
 DF1317.The horizontal coordinates were established by classical geodetic methods
 DF1317.and adjusted by the National Geodetic Survey in September 1997..
 DF1317
 DF1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1317
 DF1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1317
 DF1317.The geoid height was determined by GEOID03.
 DF1317
 DF1317;                    North         East     Units Scale Factor Converg.
 DF1317;SPC GA E     -   380,961.765   212,695.700   MT  0.99990199   +0 04 30.8
 DF1317;SPC GA E     - 1,249,872.06    697,819.14   sFT  0.99990199   +0 04 30.8
 DF1317;UTM  17      - 3,700,098.824   404,243.905   MT  0.99971304   -0 34 03.5
 DF1317
 DF1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1317!SPC GA E     -   0.99999373  x   0.99990199  =   0.99989572
 DF1317!UTM  17      -   0.99999373  x   0.99971304  =   0.99970677
 DF1317
 DF1317|---------------------------------------------------------------------|
 DF1317| PID    Reference Object                     Distance      Geod. Az  |
 DF1317|                                                           dddmmss.s |
 DF1317| DF1316 BV 121 203 GADT RM 1                 14.161 METERS 05505     |
 DF1317| DF1313 BV 121 203 GADT AZ MK               APPROX. 0.6 KM 0551841.2 |
 DF1317|---------------------------------------------------------------------|
 DF1317
 DF1317                          SUPERSEDED SURVEY CONTROL
 DF1317
 DF1317  NAD 83(1986)-  33 26 09.63212(N)    082 01 48.45164(W) AD(       ) 2
 DF1317  NAD 27      -  33 26 09.13865(N)    082 01 49.02966(W) AD(       ) 2
 DF1317  NGVD 29 (07/19/86)   70.1    (m)          230.     (f) VERT ANG       
 DF1317
 DF1317.Superseded values are not recommended for survey control.
 DF1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1317.See file dsdata.txt to determine how the superseded data were derived.
 DF1317
 DF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0424400099(NAD 83)
 DF1317_MARKER: DD = SURVEY DISK
 DF1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1317+STABILITY: SURFACE MOTION
 DF1317
 DF1317  HISTORY     - Date     Condition        Report By
 DF1317  HISTORY     - 1980     MONUMENTED       GADT
 DF1317  HISTORY     - 20060330 GOOD             GADT
 DF1317
 DF1317                          STATION DESCRIPTION
 DF1317
 DF1317'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1317'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) WEST-SOUTHWEST
 DF1317'OF AUGUSTA, 9.8 KM (6 MI) SOUTH-SOUTHEAST OF MARTINEZ, AND
 DF1317'12.5 KM (7-3/4 MI) WEST OF BEECH ISLAND SOUTH CAROLINA ON
 DF1317'STATE RIGHT OF WAY.
 DF1317'
 DF1317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 AND 278
 DF1317'(STATE ROUTES 10 AND 12) AND U.S. HIGHWAY 1 (STATE ROUTE 4) AND
 DF1317'THE AZIMUTH MARK APPROXIMATELY 6.8 KM (4-1/4 MI) SOUTHWEST OF
 DF1317'AUGUSTA, GO WEST ALONG U.S. HIGHWAY 1 FOR 0.7 KM (0.45 MI)
 DF1317'TO THE STATION ON THE RIGHT.
 DF1317'
 DF1317'THE STATION IS A STANDARD GADT DISK
 DF1317'STAMPED---121-203 1980---,
 DF1317'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1317'FLUSH WITH GROUND.  IT IS LOCATED
 DF1317'17.13 METERS (56.2 FT) NORTHWEST FROM THE FACE OF THE CONCRETE
 DF1317'CURB ON THE MEDIAN STRIP,
 DF1317'5.76 METERS (18.9 FT) NORTH FROM A POWER POLE,
 DF1317'5.49 METERS (18.00 FT) NORTHWEST FROM THE CENTER OF A MAN HOLE
 DF1317'COVER,
 DF1317'61.30 METERS (201.2 FT) SOUTHWEST FROM ANOTHER POWER POLE AND
 DF1317'1.28 METERS (4.2 FT) SOUTHEAST FROM A WITNESS POST.
 DF1317'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1317'STAMPED---121-203 1980---, SET INTO AN IRREGULAR MASS OF
 DF1317'CONCRETE 0.80 METERS BELOW THE SURFACE.
 DF1317'
 DF1317'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1317'STAMPED---121-203 1980 RM 1---, SET INTO THE TOP OF A ROUND
 DF1317'CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH WITH GROUND.  IT IS
 DF1317'LOCATED 19.11 METERS (62.7 FT) NORTHWEST FROM THE FACE OF
 DF1317'THE CONCRETE CURB IN THE MEDIAN STRIP,
 DF1317'17.28 METERS (56.7 FT) NORTHEAST FROM A POWER POLE,
 DF1317'47.70 METERS (156.5 FT) WEST FROM ANOTHER POWER POLE, AND
 DF1317'0.91 METER (3.0 FT) SOUTHEAST FROM A WITNESS POST.
 DF1317'MARK IS BELOW STATION 0.80 METERS.
 DF1317'
 DF1317'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1317'STAMPED---121-203 1980 AZ MK---,
 DF1317'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1317'FLUSH WITH GROUND.  IT IS LOCATED
 DF1317'12.98 METERS (42.6 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 DF1317'BOUND LANE  OF U.S. HIGHWAY 78 AND 278,
 DF1317'10.82 METERS (35.5 FT) EAST FROM THE CENTERLINE OF BOY SCOUT ROAD
 DF1317'CONNECTOR,
 DF1317'15.64 METERS (51.3 FT) NORTH-NORTHWEST FROM AN 18 INCH STEEL
 DF1317'LIGHT POLE, AND
 DF1317'0.94 METERS (3.1 FT) WEST FROM A WITNESS POST
 DF1317'
 DF1317'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1317'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1317'COUNTY GA.  1973.  REVISED DECEMBER 1973.
 DF1317
 DF1317                          STATION RECOVERY (2006)
 DF1317
 DF1317'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 DF1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1313 ***********************************************************************
 DF1313  DESIGNATION -  BV 121 203 GADT AZ MK
 DF1313  PID         -  DF1313
 DF1313  STATE/COUNTY-  GA/RICHMOND
 DF1313  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1313
 DF1313                         *CURRENT SURVEY CONTROL
 DF1313  ___________________________________________________________________
 DF1313* NAD 83(1994)-  33 26 20.77509(N)    082 01 29.24474(W)     ADJUSTED  
 DF1313* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 DF1313  ___________________________________________________________________
 DF1313  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DF1313  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DF1313
 DF1313  HORZ ORDER  -  SECOND
 DF1313
 DF1313.The horizontal coordinates were established by classical geodetic methods
 DF1313.and adjusted by the National Geodetic Survey in September 1997..
 DF1313
 DF1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1313
 DF1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1313
 DF1313.The geoid height was determined by GEOID03.
 DF1313
 DF1313;                    North         East     Units Scale Factor Converg.
 DF1313;SPC GA E     -   381,305.843   213,191.431   MT  0.99990214   +0 04 41.5
 DF1313;SPC GA E     - 1,251,000.92    699,445.55   sFT  0.99990214   +0 04 41.5
 DF1313;UTM  17      - 3,700,437.253   404,743.371   MT  0.99971187   -0 33 53.1
 DF1313
 DF1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1313!SPC GA E     -   0.99999693  x   0.99990214  =   0.99989907
 DF1313!UTM  17      -   0.99999693  x   0.99971187  =   0.99970880
 DF1313
 DF1313                          SUPERSEDED SURVEY CONTROL
 DF1313
 DF1313  NAD 83(1986)-  33 26 20.77976(N)    082 01 29.24013(W) AD(       ) 2
 DF1313  NAD 27      -  33 26 20.28658(N)    082 01 29.81869(W) AD(       ) 2
 DF1313  NGVD 29 (07/19/86)   49.7    (m)          163.     (f) VERT ANG       
 DF1313
 DF1313.Superseded values are not recommended for survey control.
 DF1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1313.See file dsdata.txt to determine how the superseded data were derived.
 DF1313
 DF1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0474300437(NAD 83)
 DF1313_MARKER: DD = SURVEY DISK
 DF1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1313+STABILITY: SURFACE MOTION
 DF1313
 DF1313  HISTORY     - Date     Condition        Report By
 DF1313  HISTORY     - 1980     MONUMENTED       GADT
 DF1313
 DF1313                          STATION DESCRIPTION
 DF1313
 DF1313'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1313'THE STATION IS LOCATED ABOUT 6.8 KM (4-1/4 MI) SOUTHWEST
 DF1313'OF AUGUSTA, 9.8 KM (6 MI) SOUTH-SOUTHEAST OF MARTINEZ, AND
 DF1313'12.5 KM (7-3/4 MI) WEST OF BEECH ISLAND SOUTH CAROLINA ON
 DF1313'STATE RIGHT OF WAY.
 DF1313'
 DF1313'TO REACH THE STATION GO TO THE JUNCTION OF U.S. HIGHWAYS 78 AND 278
 DF1313'(STATE ROUTES 10 AND 12) AND U.S. HIGHWAY 1 (STATE ROUTE 4) AND
 DF1313'APPROXIMATELY 6.8 KM (4-1/4 MI) SOUTHWEST OF
 DF1313'AUGUSTA AND THE STATION.
 DF1313'
 DF1313'THE STATION IS A STANDARD GADT DISK
 DF1313'STAMPED---121-203 1980 AZ MK---,
 DF1313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1313'FLUSH WITH GROUND.  IT IS LOCATED
 DF1313'12.98 METERS (42.6 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 DF1313'BOUND LANE  OF U.S. HIGHWAY 78 AND 278,
 DF1313'10.82 METERS (35.5 FT) EAST FROM THE CENTERLINE OF BOY SCOUT ROAD
 DF1313'CONNECTOR,
 DF1313'15.64 METERS (51.3 FT) NORTH-NORTHWEST FROM AN 18 INCH STEEL
 DF1313'LIGHT POLE, AND
 DF1313'0.94 METERS (3.1 FT) WEST FROM A WITNESS POST
 DF1313'
 DF1313'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1313'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2325 ***********************************************************************
 DE2325  DESIGNATION -  BV 121 204 GADT
 DE2325  PID         -  DE2325
 DE2325  STATE/COUNTY-  GA/RICHMOND
 DE2325  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2325
 DE2325                         *CURRENT SURVEY CONTROL
 DE2325  ___________________________________________________________________
 DE2325* NAD 83(1994)-  33 27 00.48117(N)    081 55 20.99644(W)     ADJUSTED  
 DE2325* NAVD 88     -        44.4    (meters)     146.     (feet)  VERTCON   
 DE2325  ___________________________________________________________________
 DE2325  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DE2325  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DE2325
 DE2325  HORZ ORDER  -  FIRST
 DE2325
 DE2325.The horizontal coordinates were established by classical geodetic methods
 DE2325.and adjusted by the National Geodetic Survey in September 1997..
 DE2325
 DE2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2325
 DE2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2325
 DE2325.The geoid height was determined by GEOID03.
 DE2325
 DE2325;                    North         East     Units Scale Factor Converg.
 DE2325;SPC GA E     -   382,546.686   222,699.437   MT  0.99990635   +0 08 04.5
 DE2325;SPC GA E     - 1,255,071.92    730,639.74   sFT  0.99990635   +0 08 04.5
 DE2325;UTM  17      - 3,701,571.083   414,262.770   MT  0.99969063   -0 30 30.7
 DE2325
 DE2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2325!SPC GA E     -   0.99999778  x   0.99990635  =   0.99990413
 DE2325!UTM  17      -   0.99999778  x   0.99969063  =   0.99968841
 DE2325
 DE2325:                Primary Azimuth Mark                     Grid Az
 DE2325:SPC GA E     -  BV 121 204 GADT AZ MK                    288 05 46.4
 DE2325:UTM  17      -  BV 121 204 GADT AZ MK                    288 44 21.6
 DE2325
 DE2325|---------------------------------------------------------------------|
 DE2325| PID    Reference Object                     Distance      Geod. Az  |
 DE2325|                                                           dddmmss.s |
 DE2325| DE2328 BV 121 204 GADT AZ MK               APPROX. 0.9 KM 2881350.9 |
 DE2325| DE2326 BV 121 204 GADT RM 1                  9.843 METERS 28821     |
 DE2325|---------------------------------------------------------------------|
 DE2325
 DE2325                          SUPERSEDED SURVEY CONTROL
 DE2325
 DE2325  NAD 83(1986)-  33 27 00.48580(N)    081 55 20.99200(W) AD(       ) 1
 DE2325  NAD 27      -  33 26 59.99387(N)    081 55 21.58113(W) AD(       ) 1
 DE2325  NGVD 29 (07/19/86)   44.6    (m)          146.     (f) VERT ANG       
 DE2325
 DE2325.Superseded values are not recommended for survey control.
 DE2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2325.See file dsdata.txt to determine how the superseded data were derived.
 DE2325
 DE2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1426301571(NAD 83)
 DE2325_MARKER: DD = SURVEY DISK
 DE2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2325+STABILITY: SURFACE MOTION
 DE2325
 DE2325  HISTORY     - Date     Condition        Report By
 DE2325  HISTORY     - 1980     MONUMENTED       GADT
 DE2325
 DE2325                          STATION DESCRIPTION
 DE2325
 DE2325'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2325'THE STATION IS LOCATED IN AUGUSTA ON CITY RIGHT OF WAY.
 DE2325'
 DE2325'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 DE2325'SAVANNAH RIVER ON GEORGIA STATE ROUTE 28 ABOUT 6 KM (3-3/4 MI)
 DE2325'SOUTHEAST OF AUGUSTA, GO NORTH ALONG STATE ROUTE 28 FOR 1.05 KM
 DE2325'(0.65 MI) TO THE JUNCTION OF THE SAVANNAH RIVER LEVEE CROSSING.
 DE2325'TURN RIGHT GOING NORTH ON TOP OF THE LEVEE FOR 0.16 KM (0.1 MI) TO
 DE2325'THE STATION ON THE RIGHT.
 DE2325'
 DE2325'THE STATION IS A STANDARD GADT DISK
 DE2325'STAMPED---121-204 1980---,
 DE2325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2325'FLUSH WITH GROUND.  IT IS LOCATED
 DE2325'20.9 METERS (65.9 FT) EAST-NORTHEAST FROM A TELEPHONE POLE ON
 DE2325'THE NORTH SIDE OF A POWER POLE ON THE EAST SIDE OF THE LEVEE,
 DE2325'3.97 METERS (13.0 FT) EAST FROM THE CENTERLINE OF THE LEVEE, AND
 DE2325'0.88 METER (2.9 FT) WEST FROM A WITNESS POST.
 DE2325'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2325'STAMPED---121-204 1980---,
 DE2325'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2325'
 DE2325'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2325'STAMPED---121-204 1980 RM 1---,
 DE2325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2325'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DE2325'12.62 METERS (41.4 FT) NORTH FROM A TELEPHONE POLE ON THE NORTH
 DE2325'SIDE OF A POWER POLE,
 DE2325'4.76 METERS (15.6 FT) EAST FROM THE CENTERLINE OF THE LEVEE, AND
 DE2325'0.79 METER (2.6 FT) WEST FROM A WITNESS POST.
 DE2325'MARK IS BELOW STATION 0.2 METERS.
 DE2325'
 DE2325'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2325'STAMPED---121-204 1980 AZ MK---,
 DE2325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2325'FLUSH WITH GROUND.  IT IS LOCATED
 DE2325'56.14 METERS (184.2 FT) EAST-SOUTHEAST FROM A POWER POLE,
 DE2325'24.48 METERS (80.3 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE,
 DE2325'10.58 METERS (34.7 FT) SOUTH FROM THE CENTERLINE OF THE EAST BOUND
 DE2325'LANE OF THE ROAD, AND
 DE2325'1.03 METERS (3.4 FT) NORTH FROM A WITNESS POST.
 DE2325'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON TOP
 DE2325'OF THE LEVEE FOR 0.16 KM (0.1 MI) TO THE JUNCTION OF STATE ROUTE
 DE2325'28 CROSSING.  TURN RIGHT GOING NORTH ALONG STATE ROUTE 28 FOR
 DE2325'0.25 KM (0.15 MI) TO THE JUNCTION OF LANEY WALKER ROAD TO THE
 DE2325'LEFT.  TURN LEFT GOING WEST ALONG LANEY WALKER ROAD FOR 0.65 KM (0.4
 DE2325'MI) TO THE JUNCTION OF COLUMBIA NITRO ROAD AND BV 121 59 GADT ON THE
 DE2325'LEFT (SOUTH SIDE OF THE WEST BOUND LANE OF THE ROAD).  CONTINUE
 DE2325'GOING WEST ALONG LANEY WALKER ROAD FOR 0.16 KM (0.1 MI)
 DE2325'TO THE AZIMUTH MARK ON THE LEFT ON THE SOUTH SIDE OF THE EAST
 DE2325'BOUND LANE OF THE ROAD.
 DE2325'
 DE2325'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2325'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2325'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2328 ***********************************************************************
 DE2328  DESIGNATION -  BV 121 204 GADT AZ MK
 DE2328  PID         -  DE2328
 DE2328  STATE/COUNTY-  GA/RICHMOND
 DE2328  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2328
 DE2328                         *CURRENT SURVEY CONTROL
 DE2328  ___________________________________________________________________
 DE2328* NAD 83(1994)-  33 27 09.59185(N)    081 55 53.99815(W)     ADJUSTED  
 DE2328* NAVD 88     -        38.2    (meters)     125.     (feet)  VERTCON   
 DE2328  ___________________________________________________________________
 DE2328  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 DE2328  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 DE2328
 DE2328  HORZ ORDER  -  SECOND
 DE2328
 DE2328.The horizontal coordinates were established by classical geodetic methods
 DE2328.and adjusted by the National Geodetic Survey in September 1997..
 DE2328
 DE2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2328
 DE2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2328
 DE2328.The geoid height was determined by GEOID03.
 DE2328
 DE2328;                    North         East     Units Scale Factor Converg.
 DE2328;SPC GA E     -   382,825.385   221,846.563   MT  0.99990588   +0 07 46.4
 DE2328;SPC GA E     - 1,255,986.28    727,841.60   sFT  0.99990588   +0 07 46.4
 DE2328;UTM  17      - 3,701,859.276   413,413.260   MT  0.99969243   -0 30 49.0
 DE2328
 DE2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2328!SPC GA E     -   0.99999875  x   0.99990588  =   0.99990463
 DE2328!UTM  17      -   0.99999875  x   0.99969243  =   0.99969118
 DE2328
 DE2328                          SUPERSEDED SURVEY CONTROL
 DE2328
 DE2328  NAD 83(1986)-  33 27 09.59647(N)    081 55 53.99369(W) AD(       ) 2
 DE2328  NAD 27      -  33 27 09.10473(N)    081 55 54.58189(W) AD(       ) 2
 DE2328  NGVD 29 (07/19/86)   38.4    (m)          126.     (f) VERT ANG       
 DE2328
 DE2328.Superseded values are not recommended for survey control.
 DE2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2328.See file dsdata.txt to determine how the superseded data were derived.
 DE2328
 DE2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1341301859(NAD 83)
 DE2328_MARKER: DD = SURVEY DISK
 DE2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2328+STABILITY: SURFACE MOTION
 DE2328
 DE2328  HISTORY     - Date     Condition        Report By
 DE2328  HISTORY     - 1980     MONUMENTED       GADT
 DE2328
 DE2328                          STATION DESCRIPTION
 DE2328
 DE2328'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2328'THE STATION IS LOCATED IN AUGUSTA ON CITY RIGHT OF WAY.
 DE2328'
 DE2328'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 DE2328'SAVANNAH RIVER ON GEORGIA STATE ROUTE 28 ABOUT 6 KM (3-3/4 MI)
 DE2328'SOUTHEAST OF AUGUSTA, GO NORTH ALONG STATE ROUTE 28 FOR 1.05 KM
 DE2328'(0.65 MI) TO THE JUNCTION OF THE SAVANNAH RIVER LEVEE CROSSING.
 DE2328'CONTINUE GOING NORTH ALONG STATE ROUTE 28 FOR 0.24 KM (0.15 MI)
 DE2328'TO THE JUNCTION OF LANEY WALKER ROAD TO THE LEFT.  TURN LEFT
 DE2328'GOING WEST ALONG LANEY WALKER ROAD FOR 0.64 KM (0.4 MI) TO THE
 DE2328'JUNCTION OF COLUMBIA NITRO ROAD TO THE LEFT.  CONTINUE GOING
 DE2328'WEST ALONG LANEY WALKER ROAD FOR 0.16 KM (0.1 MI) TO THE
 DE2328'STATION ON THE LEFT ON THE SOUTH SIDE OF THE EAST BOUND LANE.
 DE2328'
 DE2328'THE STATION IS A STANDARD GADT DISK
 DE2328'STAMPED---121-204 1980 AZ MK---,
 DE2328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2328'FLUSH WITH GROUND.  IT IS LOCATED
 DE2328'56.14 METERS (184.2 FT) EAST-SOUTHEAST FROM A POWER POLE,
 DE2328'24.48 METERS (80.3 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE,
 DE2328'10.58 METERS (34.7 FT) SOUTH FROM THE CENTERLINE OF THE EAST
 DE2328'BOUND LANE OF THE ROAD, AND
 DE2328'1.03 METERS (3.4 FT) NORTH FROM A WITNESS POST.
 DE2328'
 DE2328'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2328'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1311 ***********************************************************************
 DF1311  DESIGNATION -  BV 121 205 GADT
 DF1311  PID         -  DF1311
 DF1311  STATE/COUNTY-  GA/RICHMOND
 DF1311  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1311
 DF1311                         *CURRENT SURVEY CONTROL
 DF1311  ___________________________________________________________________
 DF1311* NAD 83(1994)-  33 23 54.29583(N)    082 00 58.22703(W)     ADJUSTED  
 DF1311* NAVD 88     -        52.2    (meters)     171.     (feet)  VERTCON   
 DF1311  ___________________________________________________________________
 DF1311  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 DF1311  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DF1311
 DF1311  HORZ ORDER  -  SECOND
 DF1311
 DF1311.The horizontal coordinates were established by classical geodetic methods
 DF1311.and adjusted by the National Geodetic Survey in September 1997..
 DF1311
 DF1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1311
 DF1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1311
 DF1311.The geoid height was determined by GEOID03.
 DF1311
 DF1311;                    North         East     Units Scale Factor Converg.
 DF1311;SPC GA E     -   376,794.554   213,999.063   MT  0.99990242   +0 04 58.2
 DF1311;SPC GA E     - 1,236,200.13    702,095.26   sFT  0.99990242   +0 04 58.2
 DF1311;UTM  17      - 3,695,918.055   405,500.213   MT  0.99971010   -0 33 33.8
 DF1311
 DF1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1311!SPC GA E     -   0.99999652  x   0.99990242  =   0.99989894
 DF1311!UTM  17      -   0.99999652  x   0.99971010  =   0.99970662
 DF1311
 DF1311|---------------------------------------------------------------------|
 DF1311| PID    Reference Object                     Distance      Geod. Az  |
 DF1311|                                                           dddmmss.s |
 DF1311| DF1310 BV 121 205 GADT RM 1                 15.520 METERS 10331     |
 DF1311| DF1306 BV 121 205 GADT AZ MK               APPROX. 0.7 KM 1034317.9 |
 DF1311|---------------------------------------------------------------------|
 DF1311
 DF1311                          SUPERSEDED SURVEY CONTROL
 DF1311
 DF1311  NAD 83(1986)-  33 23 54.30076(N)    082 00 58.22233(W) AD(       ) 2
 DF1311  NAD 27      -  33 23 53.80144(N)    082 00 58.80145(W) AD(       ) 2
 DF1311  NGVD 29 (07/19/86)   52.4    (m)          172.     (f) VERT ANG       
 DF1311
 DF1311.Superseded values are not recommended for survey control.
 DF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1311.See file dsdata.txt to determine how the superseded data were derived.
 DF1311
 DF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0550095918(NAD 83)
 DF1311_MARKER: DD = SURVEY DISK
 DF1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1311+STABILITY: SURFACE MOTION
 DF1311
 DF1311  HISTORY     - Date     Condition        Report By
 DF1311  HISTORY     - 1980     MONUMENTED       GADT
 DF1311  HISTORY     - 20060316 GOOD             GADT
 DF1311
 DF1311                          STATION DESCRIPTION
 DF1311
 DF1311'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1311'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI) SOUTH-SOUTHWEST OF
 DF1311'AUGUSTA, 12 KM (7-1/2 MI) NORTHEAST OF HEPHZIBAH, AND 18 KM
 DF1311'(11-1/4 MI) EAST-SOUTHEAST OF GROVETOWN ON STATE RIGHT OF WAY.
 DF1311'
 DF1311'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1311'(BOBBY JONES EXPRESSWAY) AND U. S. HIGHWAY 25 (STATE ROUTES 21
 DF1311'AND 121) ABOUT 9.5 KM (6 MI) SOUTHWEST OF AUGUSTA, GO SOUTH
 DF1311'ALONG U. S. HIGHWAY 25 (STATE ROUTES 21 AND 121) FOR 0.89 KM (0.55
 DF1311'MI) TO THE JUNCTION OF MORNING DRIVE TO THE LEFT.  TURN LEFT GOING
 DF1311'EAST-SOUTHEAST ALONG MORNING DRIVE FOR 0.72 KM (0.45 MI) TO ITS
 DF1311'TERMINATION AT THE JUNCTION OF LOUISVILLE ROAD.  TURN LEFT GOING
 DF1311'NORTHEAST ALONG LOUISVILLE ROAD FOR 0.32 KM (O.2 MI) TO THE
 DF1311'JUNCTION OF THE DRIVEWAY ENTRANCE OF THE GEORGIA REGIONAL HOSPITAL
 DF1311'TO THE RIGHT AND THE STATION ON THE RIGHT.
 DF1311'
 DF1311'THE STATION IS A STANDARD GADT DISK
 DF1311'STAMPED---121-205 1980---,
 DF1311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1311'FLUSH WITH GROUND.  IT IS LOCATED
 DF1311'10.49 METERS (34.4 FT) SOUTH FROM THE CENTERLINE OF THE PAVED
 DF1311'DRIVEWAY ENTRANCE TO THE GEORGIA REGIONAL HOSPITAL,
 DF1311'6.34 METERS (20.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DF1311'PAVED DEAD END RAMP,
 DF1311'11.46 METERS (37.6 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 DF1311'CONCRETE SLAB,
 DF1311'0.98 METERS (3.2 FT) NORTH-NORTHEAST FROM A WITNESS POST, AND
 DF1311'1.48 METERS (4.8 FT) SOUTH-SOUTHWEST FROM A POWER POLE.
 DF1311'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1311'STAMPED---121-205 1980---,
 DF1311'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1311'
 DF1311'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1311'STAMPED---121-205 1980 RM 1---,
 DF1311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1311'FLUSH WITH GROUND.  IT IS LOCATED
 DF1311'10.40 METERS (33.3 FT) SOUTH FROM THE CENTERLINE OF THE PAVED
 DF1311'DRIVEWAY ENTRANCE TO THE HOSPITAL,
 DF1311'9.54 METERS (31.3 FT) EAST FROM THE CENTERLINE OF THE PAVED DEAD
 DF1311'END RAMP,
 DF1311'15.70 METERS (51.5 FT) EAST-SOUTHEAST FROM THE POWER POLE ON THE
 DF1311'WEST SIDE OF THE PAVED DEAD END RAMP, AND
 DF1311'21.73 METERS (71.3 FT) EAST FROM THE NORTHEAST CORNER OF THE
 DF1311'CONCRETE SLAB.
 DF1311'MARK IS LEVEL WITH STATION.
 DF1311'
 DF1311'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1311'STAMPED---121-205 1980 AZ MK---,
 DF1311'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1311'FLUSH WITH GROUND.  IT IS LOCATED
 DF1311'13.00 METERS (44.6 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DF1311'PAVED DRIVEWAY,
 DF1311'28.65 METERS (94.00 FT) EAST FROM A LIGHT POLE, 21.60 METERS
 DF1311'(69.1 FT) NORTH-NORTHEAST FROM ANOTHER LIGHT POLE AND
 DF1311'23.50 METERS (77.10 FT) SOUTH-SOUTHEAST FROM AN 8 INCH OAK TREE.
 DF1311'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG THE
 DF1311'DRIVEWAY GOING BY THE GUARD SHACK ON THE LEFT FOR 0.72 KM (0.45
 DF1311'MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1311'
 DF1311'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1311'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1311'COUNTY GA.  1973.  REVISED DECEMBER 1973.
 DF1311'
 DF1311'UNIDENT AUGUSTA YDC TANK 2 IS THE TOP CENTER OF A SILVER
 DF1311'COLORED ELEVATED TANK.  TO REACH FROM THE JUNCTION OF U.S.
 DF1311'HIGHWAY 78 AND STATE ROUTE 56, ABOUT 5.2 KM (3-1/4 MI) SOUTHWEST
 DF1311'OF AUGUSTA, GO SOUTH ALONG STATE ROUTE 56 FOR 5.7 KM (3-1/2 MI)
 DF1311'TO THE JUNCTION OF A ROAD TO THE RIGHT.  TURN RIGHT GOING WEST
 DF1311'ALONG THE ROAD FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF ANOTHER
 DF1311'ROAD TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG THE ROAD FOR
 DF1311'0.15 KM (0.1 MI) TO THE TANK.
 DF1311
 DF1311                          STATION RECOVERY (2006)
 DF1311
 DF1311'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 DF1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1306 ***********************************************************************
 DF1306  DESIGNATION -  BV 121 205 GADT AZ MK
 DF1306  PID         -  DF1306
 DF1306  STATE/COUNTY-  GA/RICHMOND
 DF1306  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1306
 DF1306                         *CURRENT SURVEY CONTROL
 DF1306  ___________________________________________________________________
 DF1306* NAD 83(1994)-  33 23 48.90938(N)    082 00 31.93145(W)     ADJUSTED  
 DF1306* NAVD 88     -        50.8    (meters)     167.     (feet)  VERTCON   
 DF1306  ___________________________________________________________________
 DF1306  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 DF1306  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DF1306
 DF1306  HORZ ORDER  -  SECOND
 DF1306
 DF1306.The horizontal coordinates were established by classical geodetic methods
 DF1306.and adjusted by the National Geodetic Survey in September 1997..
 DF1306
 DF1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1306
 DF1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1306
 DF1306.The geoid height was determined by GEOID03.
 DF1306
 DF1306;                    North         East     Units Scale Factor Converg.
 DF1306;SPC GA E     -   376,629.627   214,678.776   MT  0.99990266   +0 05 12.7
 DF1306;SPC GA E     - 1,235,659.03    704,325.28   sFT  0.99990266   +0 05 12.7
 DF1306;UTM  17      - 3,695,745.552   406,177.904   MT  0.99970852   -0 33 19.3
 DF1306
 DF1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1306!SPC GA E     -   0.99999674  x   0.99990266  =   0.99989940
 DF1306!UTM  17      -   0.99999674  x   0.99970852  =   0.99970526
 DF1306
 DF1306                          SUPERSEDED SURVEY CONTROL
 DF1306
 DF1306  NAD 83(1986)-  33 23 48.91438(N)    082 00 31.92674(W) AD(       ) 2
 DF1306  NAD 27      -  33 23 48.41498(N)    082 00 32.50659(W) AD(       ) 2
 DF1306  NGVD 29 (07/19/86)   51.0    (m)          167.     (f) VERT ANG       
 DF1306
 DF1306.Superseded values are not recommended for survey control.
 DF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1306.See file dsdata.txt to determine how the superseded data were derived.
 DF1306
 DF1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0617895746(NAD 83)
 DF1306_MARKER: DD = SURVEY DISK
 DF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1306+STABILITY: SURFACE MOTION
 DF1306
 DF1306  HISTORY     - Date     Condition        Report By
 DF1306  HISTORY     - 1980     MONUMENTED       GADT
 DF1306  HISTORY     - 20060316 GOOD             GADT
 DF1306
 DF1306                          STATION DESCRIPTION
 DF1306
 DF1306'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1306'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI) SOUTH-SOUTHWEST OF
 DF1306'AUGUSTA, 11.8 KM (7-3/4 MI) NORTHEAST OF HEPHZIBAH, AND 18.5 KM
 DF1306'(11-1/2 MI) EAST-SOUTHEAST OF GROVETOWN ON STATE RIGHT OF WAY.
 DF1306'
 DF1306'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1306'(BOBBY JONES EXPRESSWAY) AND U. S. HIGHWAY 25 (STATE ROUTES 21
 DF1306'AND 121) ABOUT 9.5 KM (6 MI) SOUTHWEST OF AUGUSTA, GO SOUTH
 DF1306'ALONG U. S. HIGHWAY 25 (STATE ROUTES 21 AND 121) FOR 0.89 KM (0.55
 DF1306'MI) TO THE JUNCTION OF MORNING DRIVE TO THE LEFT.  TURN LEFT GOING
 DF1306'EAST-SOUTHEAST ALONG MORNING DRIVE FOR 0.7 KM (0.45 MI) TO ITS
 DF1306'TERMINATION AT THE JUNCTION OF LOUISVILLE ROAD.  TURN LEFT GOING
 DF1306'NORTHEAST ALONG LOUISVILLE ROAD FOR 0.3 KM (O.2 MI) TO THE
 DF1306'JUNCTION OF THE DRIVEWAY ENTRANCE OF THE GEORGIA REGIONAL HOSPITAL
 DF1306'TO THE RIGHT.
 DF1306'TURN RIGHT GOING EAST ALONG THE
 DF1306'DRIVEWAY PASSING A GUARD SHACK ON THE LEFT FOR 0.7 KM (0.45
 DF1306'MI) TO THE STATION ON THE LEFT.
 DF1306'
 DF1306'THE STATION IS A STANDARD GADT DISK
 DF1306'STAMPED---121-205 1980 AZ MK---,
 DF1306'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1306'FLUSH WITH GROUND.  IT IS LOCATED
 DF1306'13.00 METERS (44.6 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DF1306'PAVED DRIVEWAY,
 DF1306'28.65 METERS (94.00 FT) EAST FROM A LIGHT POLE, 21.60 METERS
 DF1306'(69.1 FT) NORTH-NORTHEAST FROM ANOTHER LIGHT POLE AND
 DF1306'23.50 METERS (77.10 FT) SOUTH-SOUTHEAST FROM AN 8 INCH OAK TREE.
 DF1306'
 DF1306'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1306'COUNTY GA.  1973.  REVISED DECEMBER 1973.
 DF1306
 DF1306                          STATION RECOVERY (2006)
 DF1306
 DF1306'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 DF1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1332 ***********************************************************************
 DF1332  DESIGNATION -  BV 121 206 GADT
 DF1332  PID         -  DF1332
 DF1332  STATE/COUNTY-  GA/RICHMOND
 DF1332  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1332
 DF1332                         *CURRENT SURVEY CONTROL
 DF1332  ___________________________________________________________________
 DF1332* NAD 83(1994)-  33 27 02.07238(N)    082 04 29.89501(W)     ADJUSTED  
 DF1332* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 DF1332  ___________________________________________________________________
 DF1332  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DF1332  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DF1332
 DF1332  HORZ ORDER  -  SECOND
 DF1332
 DF1332.The horizontal coordinates were established by classical geodetic methods
 DF1332.and adjusted by the National Geodetic Survey in September 1997..
 DF1332
 DF1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1332
 DF1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1332
 DF1332.The geoid height was determined by GEOID03.
 DF1332
 DF1332;                    North         East     Units Scale Factor Converg.
 DF1332;SPC GA E     -   382,572.804   208,524.598   MT  0.99990090   +0 03 02.0
 DF1332;SPC GA E     - 1,255,157.61    684,134.45   sFT  0.99990090   +0 03 02.0
 DF1332;UTM  17      - 3,701,756.267   400,091.907   MT  0.99972306   -0 35 33.3
 DF1332
 DF1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1332!SPC GA E     -   0.99998992  x   0.99990090  =   0.99989082
 DF1332!UTM  17      -   0.99998992  x   0.99972306  =   0.99971298
 DF1332
 DF1332:                Primary Azimuth Mark                     Grid Az
 DF1332:SPC GA E     -  BV 121 206 GADT AZ MK                    252 21 16.2
 DF1332:UTM  17      -  BV 121 206 GADT AZ MK                    252 59 51.5
 DF1332
 DF1332|---------------------------------------------------------------------|
 DF1332| PID    Reference Object                     Distance      Geod. Az  |
 DF1332|                                                           dddmmss.s |
 DF1332| DF1334 BV 121 206 GADT AZ MK               APPROX. 1.2 KM 2522418.2 |
 DF1332| DF1333 BV 121 206 GADT RM 1                 21.231 METERS 25238     |
 DF1332|---------------------------------------------------------------------|
 DF1332
 DF1332                          SUPERSEDED SURVEY CONTROL
 DF1332
 DF1332  NAD 83(1986)-  33 27 02.07716(N)    082 04 29.89027(W) AD(       ) 2
 DF1332  NAD 27      -  33 27 01.58367(N)    082 04 30.46509(W) AD(       ) 2
 DF1332  NGVD 29 (07/19/86)   94.2    (m)          309.     (f) VERT ANG       
 DF1332
 DF1332.Superseded values are not recommended for survey control.
 DF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1332.See file dsdata.txt to determine how the superseded data were derived.
 DF1332
 DF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0009201756(NAD 83)
 DF1332_MARKER: DD = SURVEY DISK
 DF1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1332+STABILITY: SURFACE MOTION
 DF1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1332+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF1332
 DF1332  HISTORY     - Date     Condition        Report By
 DF1332  HISTORY     - 1980     MONUMENTED       GADT
 DF1332  HISTORY     - 20050411 GOOD             GADT
 DF1332
 DF1332                          STATION DESCRIPTION
 DF1332
 DF1332'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1332'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) SOUTH OF
 DF1332'MARTINEZ, 11 KM (6-3/4 MI) WEST-SOUTHWEST OF AUGUSTA, AND 11.5
 DF1332'KM (7-1/4 MI) EAST OF GROVETOWN ON STATE RIGHT OF WAY.  IT IS IN
 DF1332'THE NORTHWEST QUADRANT OF THE JUNCTION OF U.S. HIGHWAYS 278 AND
 DF1332'78 (STATE ROUTES 10 AND 12) AND INTERSTATE HIGHWAY 520 (BOBBY
 DF1332'JONES EXPRESSWAY) IN THE FORK FORMED BY THE WEST BOUND LANE OF U.
 DF1332'S. HIGHWAYS 278 AND 78 AND AN ACCESS RAMP TO THE INTERSTATE
 DF1332'HIGHWAY 520 SOUTH BOUND LANE.
 DF1332'
 DF1332'THE STATION IS A STANDARD GADT DISK
 DF1332'STAMPED---121-206 1980---,
 DF1332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1332'FLUSH WITH GROUND.  IT IS LOCATED
 DF1332'22.56 METERS (74.0 FT) NORTH FROM THE CENTERLINE OF THE WEST
 DF1332'BOUND LANE OF THE HIGHWAY,
 DF1332'4.68 METERS (15.35 FT) SOUTHWEST FROM THE SOUTH EDGE OF THE
 DF1332'CONCRETE PAVING OF THE RAMP,
 DF1332'33.74 METERS (110.7 FT) WEST FROM THE CENTER OF THE LAST AND
 DF1332'WESTERNMOST GUARD RAIL POST ON THE NORTH SIDE OF THE RAMP,
 DF1332'11.76 METERS (38.6 FT) EAST-NORTHEAST FROM THE CENTER OF A
 DF1332'MANHOLE COVER, AND
 DF1332'0.88 METER (2.9 FT) SOUTH FROM A WITNESS POST.
 DF1332'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1332'STAMPED---121-206 1980---,
 DF1332'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1332'
 DF1332'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1332'STAMPED---121-206 1980 RM 1---,
 DF1332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1332'FLUSH WITH GROUND.  IT IS LOCATED
 DF1332'22.1 METERS (72.5 FT) SOUTHWEST FROM THE SOUTH EDGE OF THE
 DF1332'CONCRETE PAVING OF THE RAMP,
 DF1332'18.78 METERS (61.6 FT) NORTH FROM THE CENTERLINE OF THE WEST
 DF1332'BOUND LANE OF THE HIGHWAY,
 DF1332'16.89 METERS (55.4 FT) WEST-NORTHWEST FROM THE CENTER OF A
 DF1332'MANHOLE COVER, AND
 DF1332'0.78 METER (2.5 FT) SOUTH FROM A WITNESS POST.
 DF1332'MARK IS ABOVE STATION 0.1 METERS.
 DF1332'
 DF1332'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1332'STAMPED---121-206 1980 AZ MK---,
 DF1332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1332'FLUSH WITH GROUND.  IT IS LOCATED
 DF1332'9.75 METERS (32.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1332'WEST BOUND LANE OF THE HIGHWAY,
 DF1332'8.08 METERS (26.5 FT) SOUTHWEST FROM THE CENTER OF THE NORTH END
 DF1332'OF A 15 INCH CONCRETE CULVERT UNDER THE WEST BOUND LANE OF THE
 DF1332'HIGHWAY, AND
 DF1332'1.49 METERS (4.9 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1332'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S.
 DF1332'HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR 1.05 KM (0.65 MI)
 DF1332'TO THE JUNCTION OF BARTON CHAPEL ROAD CROSSING.  CONTINUE GOING
 DF1332'WEST ALONG U.S. HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR
 DF1332'0.16 KM (0.1 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 DF1332'
 DF1332'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1332'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1332'COUNTY GA. 1973.  REVISED DECEMBER 1973.
 DF1332
 DF1332                          STATION RECOVERY (2005)
 DF1332
 DF1332'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1334 ***********************************************************************
 DF1334  DESIGNATION -  BV 121 206 GADT AZ MK
 DF1334  PID         -  DF1334
 DF1334  STATE/COUNTY-  GA/RICHMOND
 DF1334  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1334
 DF1334                         *CURRENT SURVEY CONTROL
 DF1334  ___________________________________________________________________
 DF1334* NAD 83(1994)-  33 26 50.40724(N)    082 05 13.76629(W)     ADJUSTED  
 DF1334* NAVD 88     -       103.0    (meters)     338.     (feet)  VERTCON   
 DF1334  ___________________________________________________________________
 DF1334  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DF1334  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DF1334
 DF1334  HORZ ORDER  -  SECOND
 DF1334
 DF1334.The horizontal coordinates were established by classical geodetic methods
 DF1334.and adjusted by the National Geodetic Survey in September 1997..
 DF1334
 DF1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1334
 DF1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1334
 DF1334.The geoid height was determined by GEOID03.
 DF1334
 DF1334;                    North         East     Units Scale Factor Converg.
 DF1334;SPC GA E     -   382,212.515   207,391.945   MT  0.99990067   +0 02 37.8
 DF1334;SPC GA E     - 1,253,975.56    680,418.41   sFT  0.99990067   +0 02 37.8
 DF1334;UTM  17      - 3,701,408.775   398,955.481   MT  0.99972587   -0 35 57.3
 DF1334
 DF1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1334!SPC GA E     -   0.99998850  x   0.99990067  =   0.99988917
 DF1334!UTM  17      -   0.99998850  x   0.99972587  =   0.99971438
 DF1334
 DF1334                          SUPERSEDED SURVEY CONTROL
 DF1334
 DF1334  NAD 83(1986)-  33 26 50.41204(N)    082 05 13.76155(W) AD(       ) 2
 DF1334  NAD 27      -  33 26 49.91810(N)    082 05 14.33506(W) AD(       ) 2
 DF1334  NGVD 29 (07/19/86)  103.2    (m)          339.     (f) VERT ANG       
 DF1334
 DF1334.Superseded values are not recommended for survey control.
 DF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1334.See file dsdata.txt to determine how the superseded data were derived.
 DF1334
 DF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9895501409(NAD 83)
 DF1334_MARKER: DD = SURVEY DISK
 DF1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1334+STABILITY: SURFACE MOTION
 DF1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1334+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF1334
 DF1334  HISTORY     - Date     Condition        Report By
 DF1334  HISTORY     - 1980     MONUMENTED       GADT
 DF1334  HISTORY     - 1987     GOOD             USPSQD
 DF1334  HISTORY     - 20050411 GOOD             GADT
 DF1334
 DF1334                          STATION DESCRIPTION
 DF1334
 DF1334'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1334'THE STATION IS LOCATED ABOUT 7.8 KM (4-3/4 MI) SOUTH OF
 DF1334'MARTINEZ, 12 KM (7-1/2 MI) WEST-SOUTHWEST OF AUGUSTA, AND 10.5
 DF1334'KM (6-1/2 MI) EAST OF GROVETOWN ON STATE RIGHT OF WAY.
 DF1334'
 DF1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DF1334'278 AND 78 AND INTERSTATE HIGHWAY 520 (BOBBY JONES EXPRESSWAY), GO
 DF1334'WEST ALONG U.S. HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR
 DF1334'1.05 KM (0.65 MI) TO THE JUNCTION OF BARTON CHAPEL ROAD
 DF1334'CROSSING.  CONTINUE GOING WEST ALONG U.S. HIGHWAYS 78 AND 278
 DF1334'(STATE ROUTES 10 AND 12) FOR 0.16 KM (0.1 MI) TO THE STATION
 DF1334'ON THE RIGHT.
 DF1334'
 DF1334'THE STATION IS A STANDARD GADT DISK
 DF1334'STAMPED---121-206 1980 AZ MK---,
 DF1334'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1334'FLUSH WITH GROUND.  IT IS LOCATED
 DF1334'9.75 METERS (32.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1334'WEST BOUND LANE OF THE HIGHWAY,
 DF1334'8.08 METERS (26.5 FT) SOUTHWEST FROM THE CENTER OF THE NORTH END
 DF1334'OF A 15 INCH CONCRETE CULVERT UNDER THE WEST BOUND LANE OF THE
 DF1334'HIGHWAY, AND
 DF1334'1.49 METERS (4.9 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1334'
 DF1334'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1334'COUNTY GA. 1973.  REVISED DECEMBER 1973.
 DF1334
 DF1334                          STATION RECOVERY (1987)
 DF1334
 DF1334'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 DF1334'RECOVERED IN GOOD CONDITION.
 DF1334
 DF1334                          STATION RECOVERY (2005)
 DF1334
 DF1334'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2338 ***********************************************************************
 DE2338  DESIGNATION -  BV 121 207 GADT
 DE2338  PID         -  DE2338
 DE2338  STATE/COUNTY-  GA/RICHMOND
 DE2338  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2338
 DE2338                         *CURRENT SURVEY CONTROL
 DE2338  ___________________________________________________________________
 DE2338* NAD 83(1994)-  33 24 28.37732(N)    081 59 13.53495(W)     ADJUSTED  
 DE2338* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 DE2338  ___________________________________________________________________
 DE2338  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 DE2338  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DE2338
 DE2338  HORZ ORDER  -  SECOND
 DE2338
 DE2338.The horizontal coordinates were established by classical geodetic methods
 DE2338.and adjusted by the National Geodetic Survey in September 1997..
 DE2338
 DE2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2338
 DE2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2338
 DE2338.The geoid height was determined by GEOID03.
 DE2338
 DE2338;                    North         East     Units Scale Factor Converg.
 DE2338;SPC GA E     -   377,848.750   216,702.431   MT  0.99990344   +0 05 55.9
 DE2338;SPC GA E     - 1,239,658.77    710,964.56   sFT  0.99990344   +0 05 55.9
 DE2338;UTM  17      - 3,696,941.678   408,214.697   MT  0.99970386   -0 32 36.7
 DE2338
 DE2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2338!SPC GA E     -   0.99999892  x   0.99990344  =   0.99990236
 DE2338!UTM  17      -   0.99999892  x   0.99970386  =   0.99970278
 DE2338
 DE2338:                Primary Azimuth Mark                     Grid Az
 DE2338:SPC GA E     -  BV 121 207 GADT AZ MK                    319 01 46.4
 DE2338:UTM  17      -  BV 121 207 GADT AZ MK                    319 40 19.0
 DE2338
 DE2338|---------------------------------------------------------------------|
 DE2338| PID    Reference Object                     Distance      Geod. Az  |
 DE2338|                                                           dddmmss.s |
 DE2338| DE2342 BV 121 207 GADT AZ MK               APPROX. 0.8 KM 3190742.3 |
 DE2338| DE2339 BV 121 207 GADT RM 1                 21.482 METERS 31917     |
 DE2338|---------------------------------------------------------------------|
 DE2338
 DE2338                          SUPERSEDED SURVEY CONTROL
 DE2338
 DE2338  NAD 83(1986)-  33 24 28.38257(N)    081 59 13.53047(W) AD(       ) 2
 DE2338  NAD 27      -  33 24 27.88427(N)    081 59 14.11259(W) AD(       ) 2
 DE2338  NGVD 29 (07/19/86)   37.2    (m)          122.     (f) VERT ANG       
 DE2338
 DE2338.Superseded values are not recommended for survey control.
 DE2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2338.See file dsdata.txt to determine how the superseded data were derived.
 DE2338
 DE2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0821596942(NAD 83)
 DE2338_MARKER: DD = SURVEY DISK
 DE2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2338+STABILITY: SURFACE MOTION
 DE2338
 DE2338  HISTORY     - Date     Condition        Report By
 DE2338  HISTORY     - 1980     MONUMENTED       GADT
 DE2338
 DE2338                          STATION DESCRIPTION
 DE2338
 DE2338'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2338'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTH-SOUTHWEST OF
 DE2338'AUGUSTA, 14.5 KM (9 MI) NORTHEAST OF HEPHZIBAH, AND 14.8
 DE2338'KM (9-1/4 MI) SOUTH-SOUTHEAST OF MARTINEZ ON STATE RIGHT OF
 DE2338'WAY.
 DE2338'
 DE2338'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DE2338'(BOBBY JONES EXPRESSWAY CURRENTLY UNDER CONSTRUCTION) AND
 DE2338'STATE ROUTE 56, GO NORTHWEST ALONG STATE ROUTE 56 FOR 0.16
 DE2338'KM (0.1 MI) TO THE STATION ON THE RIGHT.
 DE2338'
 DE2338'THE STATION IS A STANDARD GADT DISK
 DE2338'STAMPED---121-207 1980---,
 DE2338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2338'FLUSH WITH GROUND.  IT IS LOCATED
 DE2338'34.10 METERS (111.9 FT) SOUTHEAST FROM THE SOUTH END OF AN
 DE2338'18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST
 DE2338'23.87 METERS (78.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 DE2338'38.84 METERS (127.4 FT) NORTH-NORTHWEST FROM ANOTHER POWER POLE,
 DE2338'10.34 METERS (33.9 FT) NORTHEAST FROM THE CENTERLINE OF THE
 DE2338'HIGHWAY, AND
 DE2338'1.0 METER (3.3 FT) SOUTHWEST FROM A WITNESS POST.
 DE2338'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2338'STAMPED---121-207 1980---,
 DE2338'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DE2338'
 DE2338'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2338'STAMPED---121-207 1980 RM 1---,
 DE2338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2338'FLUSH WITH GROUND.  IT IS LOCATED
 DE2338'12.68 METERS (41.6 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF THE
 DE2338'18 INCH CONCRETE CULVERT PIPE UNDER THE DRIVEWAY TO THE EAST,
 DE2338'9.9 METERS (32.7 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 DE2338'HIGHWAY,
 DE2338'2.93 METERS (9.6 FT) SOUTH-SOUTHWEST FROM FROM A POWER POLE, AND
 DE2338'0.76 METER (2.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DE2338'MARK IS LEVEL WITH STATION.
 DE2338'
 DE2338'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2338'STAMPED---121-207 1980 AZ MK---,
 DE2338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2338'FLUSH WITH GROUND.  IT IS LOCATED
 DE2338'23.90 METERS (78.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 DE2338'(CYCLONE FENCE) OF A SOUTHERN NATURAL GAS PUMPING STATION,
 DE2338'17.70 METERS (56.0 FT) SOUTHEAST FROM THE SOUTH END OF AN 18 INCH
 DE2338'CONCRETE CULVERT UNDER THE DRIVEWAY TO THE SOUTHWEST,
 DE2338'11.60 METERS (36.3 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DE2338'HIGHWAY, AND
 DE2338'1.0 METER (3.3 FT) NORTHEAST FROM A WITNESS POST.
 DE2338'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ALONG
 DE2338'STATE ROUTE 56 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE
 DE2338'LEFT.
 DE2338'
 DE2338'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2338'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2338'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2342 ***********************************************************************
 DE2342  DESIGNATION -  BV 121 207 GADT AZ MK
 DE2342  PID         -  DE2342
 DE2342  STATE/COUNTY-  GA/RICHMOND
 DE2342  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2342
 DE2342                         *CURRENT SURVEY CONTROL
 DE2342  ___________________________________________________________________
 DE2342* NAD 83(1994)-  33 24 47.51243(N)    081 59 33.28014(W)     ADJUSTED  
 DE2342* NAVD 88     -        37.2    (meters)     122.     (feet)  VERTCON   
 DE2342  ___________________________________________________________________
 DE2342  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 DE2342  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DE2342
 DE2342  HORZ ORDER  -  SECOND
 DE2342
 DE2342.The horizontal coordinates were established by classical geodetic methods
 DE2342.and adjusted by the National Geodetic Survey in September 1997..
 DE2342
 DE2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2342
 DE2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2342
 DE2342.The geoid height was determined by GEOID03.
 DE2342
 DE2342;                    North         East     Units Scale Factor Converg.
 DE2342;SPC GA E     -   378,437.355   216,191.296   MT  0.99990323   +0 05 45.1
 DE2342;SPC GA E     - 1,241,589.89    709,287.61   sFT  0.99990323   +0 05 45.1
 DE2342;UTM  17      - 3,697,535.859   407,710.294   MT  0.99970501   -0 32 47.8
 DE2342
 DE2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2342!SPC GA E     -   0.99999888  x   0.99990323  =   0.99990211
 DE2342!UTM  17      -   0.99999888  x   0.99970501  =   0.99970389
 DE2342
 DE2342                          SUPERSEDED SURVEY CONTROL
 DE2342
 DE2342  NAD 83(1986)-  33 24 47.51762(N)    081 59 33.27573(W) AD(       ) 2
 DE2342  NAD 27      -  33 24 47.01976(N)    081 59 33.85734(W) AD(       ) 2
 DE2342  NGVD 29 (07/19/86)   37.4    (m)          123.     (f) VERT ANG       
 DE2342
 DE2342.Superseded values are not recommended for survey control.
 DE2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2342.See file dsdata.txt to determine how the superseded data were derived.
 DE2342
 DE2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0771097536(NAD 83)
 DE2342_MARKER: DD = SURVEY DISK
 DE2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2342+STABILITY: SURFACE MOTION
 DE2342
 DE2342  HISTORY     - Date     Condition        Report By
 DE2342  HISTORY     - 1980     MONUMENTED       GADT
 DE2342
 DE2342                          STATION DESCRIPTION
 DE2342
 DE2342'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2342'THE STATION IS LOCATED ABOUT 7.8 KM (4-3/4 MI) SOUTH-SOUTHWEST
 DE2342'OF AUGUSTA, 14.5 KM (9 MI) NORTHEAST OF HEPHZIBAH, AND 13.8
 DE2342'KM (8-1/2 MI) SOUTH-SOUTHEAST OF MARTINEZ ON STATE RIGHT OF
 DE2342'WAY.
 DE2342'
 DE2342'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DE2342'(BOBBY JONES EXPRESSWAY CURRENTLY UNDER CONSTRUCTION) AND
 DE2342'STATE ROUTE 56, GO NORTHWEST ALONG STATE ROUTE 56 FOR 0.96
 DE2342'KM (0.6 MI) TO THE STATION ON THE LEFT.
 DE2342'
 DE2342'THE STATION IS A STANDARD GADT DISK
 DE2342'STAMPED---121-207 1980 AZ MK---,
 DE2342'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2342'FLUSH WITH GROUND.  IT IS LOCATED
 DE2342'23.90 METERS (78.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 DE2342'(CYCLONE FENCE) OF A SOUTHERN NATURAL GAS PUMPING STATION,
 DE2342'17.70 METERS (56.0 FT) SOUTHEAST FROM THE SOUTH END OF AN 18 INCH
 DE2342'CONCRETE CULVERT UNDER THE DRIVEWAY TO THE SOUTHWEST,
 DE2342'11.60 METERS (36.3 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DE2342'HIGHWAY, AND
 DE2342'1.0 METER (3.3 FT) NORTHEAST FROM A WITNESS POST.
 DE2342'
 DE2342'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2342'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1322 ***********************************************************************
 DF1322  DESIGNATION -  BV 121 208 GADT
 DF1322  PID         -  DF1322
 DF1322  STATE/COUNTY-  GA/RICHMOND
 DF1322  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1322
 DF1322                         *CURRENT SURVEY CONTROL
 DF1322  ___________________________________________________________________
 DF1322* NAD 83(1994)-  33 28 27.22333(N)    082 02 50.09500(W)     ADJUSTED  
 DF1322* NAVD 88     -       175.7    (meters)     576.     (feet)  VERTCON   
 DF1322  ___________________________________________________________________
 DF1322  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF1322  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DF1322
 DF1322  HORZ ORDER  -  FIRST
 DF1322
 DF1322.The horizontal coordinates were established by classical geodetic methods
 DF1322.and adjusted by the National Geodetic Survey in September 1997..
 DF1322
 DF1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1322
 DF1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1322
 DF1322.The geoid height was determined by GEOID03.
 DF1322
 DF1322;                    North         East     Units Scale Factor Converg.
 DF1322;SPC GA E     -   385,198.584   211,098.810   MT  0.99990152   +0 03 57.1
 DF1322;SPC GA E     - 1,263,772.35    692,580.01   sFT  0.99990152   +0 03 57.1
 DF1322;UTM  17      - 3,704,352.507   402,694.967   MT  0.99971673   -0 34 39.6
 DF1322
 DF1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1322!SPC GA E     -   0.99997710  x   0.99990152  =   0.99987863
 DF1322!UTM  17      -   0.99997710  x   0.99971673  =   0.99969384
 DF1322
 DF1322:                Primary Azimuth Mark                     Grid Az
 DF1322:SPC GA E     -  AUGUSTA WASHINGTON RD TK                 031 21 42.9
 DF1322:UTM  17      -  AUGUSTA WASHINGTON RD TK                 032 00 19.6
 DF1322
 DF1322|---------------------------------------------------------------------|
 DF1322| PID    Reference Object                     Distance      Geod. Az  |
 DF1322|                                                           dddmmss.s |
 DF1322| DF1213 AUGUSTA WASHINGTON RD TK            APPROX. 4.4 KM 0312540.0 |
 DF1322| DF1320 APT BCN AUGUSTA DANIEL FIELD        APPROX. 1.5 KM 1323116.8 |
 DF1322| DF1326 W AUGUSTA WELDON DR TK              APPROX. 6.1 KM 1922413.1 |
 DF1322| DF1324 AUGUSTA LUMPKIN RD TK               APPROX. 5.0 KM 1933243.4 |
 DF1322| DF1323 BV 121 208 GADT AZ MK               464.023 METERS 1943927.3 |
 DF1322| DF1342 MARTINEZ COL CO WHEELER TK          APPROX. 6.1 KM 2851616.8 |
 DF1322| DF1227 EVANS COLUMBIA CO BELAIR TANK       APPROX.10.1 KM 2974118.1 |
 DF1322| DF1331 AUGUSTA WEST SIDE TANK              APPROX. 2.9 KM 3034256.3 |
 DF1322|---------------------------------------------------------------------|
 DF1322
 DF1322                          SUPERSEDED SURVEY CONTROL
 DF1322
 DF1322  NAD 83(1986)-  33 28 27.22797(N)    082 02 50.09039(W) AD(       ) 1
 DF1322  NAD 27      -  33 28 26.73804(N)    082 02 50.66735(W) AD(       ) 1
 DF1322  NGVD 29 (07/19/86)  175.9    (m)          577.     (f) VERT ANG       
 DF1322
 DF1322.Superseded values are not recommended for survey control.
 DF1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1322.See file dsdata.txt to determine how the superseded data were derived.
 DF1322
 DF1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0269504353(NAD 83)
 DF1322_MARKER: DD = SURVEY DISK
 DF1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1322+STABILITY: SURFACE MOTION
 DF1322
 DF1322  HISTORY     - Date     Condition        Report By
 DF1322  HISTORY     - 1980     MONUMENTED       GADT
 DF1322
 DF1322                          STATION DESCRIPTION
 DF1322
 DF1322'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1322'THE STATION IS LOCATED IN AUGUSTA ON U.S. GOVERNMENT PROPERTY
 DF1322'WHICH IS IN THE PROCESS OF BEING ABANDONED BY THE VETERANS
 DF1322'ADMINISTRATION AND WHICH WILL PROBABLY BE GIVEN TO ANOTHER U.S.,
 DF1322'STATE OR CITY GOVERNMENT AGENCY.
 DF1322'
 DF1322'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 520 (BOBBY
 DF1322'JONES EXPRESSWAY) AND U.S. HIGHWAY 278 ABOUT 10 KM (6-1/4 MI)
 DF1322'WEST-SOUTHWEST OF AUGUSTA, GO NORTH ALONG INTERSTATE 520 FOR 2.17
 DF1322'KM (1.35 MI) TO THE JUNCTION OF WRIGHTSBORO ROAD.  TURN RIGHT
 DF1322'GOING EAST ALONG WRIGHTSBORO ROAD FOR 3.3 KM (2.05 MI) TO THE
 DF1322'JUNCTION OF DAMASCUS ROAD TO THE RIGHT AND THE AZIMUTH MARK ON
 DF1322'THE RIGHT.  CONTINUE GOING EAST ALONG WRIGHTSBORO ROAD FOR 0.16
 DF1322'KM (0.1 MI) TO THE JUNCTION OF MAGNOLIA DRIVE TO THE LEFT.  TURN
 DF1322'LEFT GOING NORTH ALONG MAGNOLIA DRIVE FOR 0.48 KM (0.3 MI) TO THE
 DF1322'VETERANS HOSPITAL AND THE STATION ON THE HIGHEST PENTHOUSE ROOF
 DF1322'OVER AN ELECTRICAL ROOM ON TOP OF THE HOSPITAL BUILDING.
 DF1322'CONTACT SECURITY BEFORE GOING TO THE STATION.
 DF1322'
 DF1322'THE STATION IS A STANDARD GADT DISK
 DF1322'STAMPED---121-208 1980---,
 DF1322'SET INTO A 3/4 INCH DRILLED HOLE IN THE CONCRETE ROOF OF THE OLD
 DF1322'VETERANS ADMINISTRATION HOSPITAL BUILDING, FLUSH WITH THE SURFACE
 DF1322'OF THE CONCRETE ROOF AND APPROXIMATELY 1/2 INCH BELOW THE TAR AND
 DF1322'GRAVEL COATING SURFACE APPLIED OVER THE CONCRETE ROOF.
 DF1322'IT IS LOCATED
 DF1322'7.25 METERS (23.8 FT) NORTHEAST FROM THE SOUTHWESTERN MOST CORNER
 DF1322'OF THE ROOF OF THE ELECTRICAL ROOM,
 DF1322'7.22 METERS (23.7 FT) SOUTHEAST FROM THE NORTHWESTERN MOST CORNER
 DF1322'OF THE ROOF,
 DF1322'3.87 METERS (12.7 FT) NORTH-NORTHWEST FROM THE SOUTHEASTERN MOST
 DF1322'CORNER OF THE ROOF,
 DF1322'3.78 METERS (12.4 FT) SOUTH-SOUTHWEST FROM THE NORTHEASTERN MOST
 DF1322'CORNER OF THE ROOF,
 DF1322'6.52 METERS (21.4 FT) SOUTHWEST FROM THE SOUTH EDGE OF THE FRAME
 DF1322'OF THE DOOR THROUGH WHICH ACCESS TO THE MAIN ROOF IS ATTAINED, AND
 DF1322'5.27 METERS (17.3 FT) WEST FROM A WITNESS SIGN ATTACHED TO A VENT
 DF1322'FRAME STRUCTURE ON THE MAIN ROOF.
 DF1322'
 DF1322'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1322'STAMPED---121-208 1980 AZ MK---,
 DF1322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1322'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1322'42.18 METERS (138.4 FT) EAST-NORTHEAST FROM A FENCE CORNER ON THE
 DF1322'NORTHWEST END OF DANIEL FIELD AIRPORT,
 DF1322'15.48 METERS (50.8 FT) SOUTH FROM THE CENTERLINE OF THE LEFT TURN
 DF1322'LANE IN THE MIDDLE OF WRIGHTSBORO ROAD,
 DF1322'5.79 METERS (29.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A MAN
 DF1322'HOLE COVER,
 DF1322'5.27 METERS (17.3 FT) SOUTH FROM THE FACE OF A CONCRETE CURB
 DF1322'FACING WRIGHTSBORO ROAD, AND
 DF1322'0.81 METERS (2.65 FT) NORTH FROM A WITNESS POST.
 DF1322'
 DF1322'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1322'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1322'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1323 ***********************************************************************
 DF1323  DESIGNATION -  BV 121 208 GADT AZ MK
 DF1323  PID         -  DF1323
 DF1323  STATE/COUNTY-  GA/RICHMOND
 DF1323  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1323
 DF1323                         *CURRENT SURVEY CONTROL
 DF1323  ___________________________________________________________________
 DF1323* NAD 83(1994)-  33 28 12.65226(N)    082 02 54.64241(W)     ADJUSTED  
 DF1323* NAVD 88     -       128.3    (meters)     421.     (feet)  VERTCON   
 DF1323  ___________________________________________________________________
 DF1323  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF1323  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 DF1323
 DF1323  HORZ ORDER  -  SECOND
 DF1323
 DF1323.This mark is at Daniel Field Airport (DNL)
 DF1323
 DF1323.The horizontal coordinates were established by classical geodetic methods
 DF1323.and adjusted by the National Geodetic Survey in September 1997..
 DF1323
 DF1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1323
 DF1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1323
 DF1323.The geoid height was determined by GEOID03.
 DF1323
 DF1323;                    North         East     Units Scale Factor Converg.
 DF1323;SPC GA E     -   384,749.572   210,981.920   MT  0.99990149   +0 03 54.6
 DF1323;SPC GA E     - 1,262,299.22    692,196.52   sFT  0.99990149   +0 03 54.6
 DF1323;UTM  17      - 3,703,904.919   402,573.064   MT  0.99971702   -0 34 41.9
 DF1323
 DF1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1323!SPC GA E     -   0.99998455  x   0.99990149  =   0.99988604
 DF1323!UTM  17      -   0.99998455  x   0.99971702  =   0.99970157
 DF1323
 DF1323                          SUPERSEDED SURVEY CONTROL
 DF1323
 DF1323  NAD 83(1986)-  33 28 12.65691(N)    082 02 54.63780(W) AD(       ) 2
 DF1323  NAD 27      -  33 28 12.16659(N)    082 02 55.21452(W) AD(       ) 2
 DF1323  NGVD 29 (07/19/86)  128.5    (m)          422.     (f) VERT ANG       
 DF1323
 DF1323.Superseded values are not recommended for survey control.
 DF1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1323.See file dsdata.txt to determine how the superseded data were derived.
 DF1323
 DF1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0257303905(NAD 83)
 DF1323_MARKER: DD = SURVEY DISK
 DF1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1323+STABILITY: SURFACE MOTION
 DF1323
 DF1323  HISTORY     - Date     Condition        Report By
 DF1323  HISTORY     - 1980     MONUMENTED       GADT
 DF1323
 DF1323                          STATION DESCRIPTION
 DF1323
 DF1323'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1323'THE STATION IS LOCATED IN AUGUSTA ON CITY PROPERTY
 DF1323'
 DF1323'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 520 (BOBBY
 DF1323'JONES EXPRESSWAY) AND U.S. HIGHWAY 278 ABOUT 10 KM (6-1/4 MI)
 DF1323'WEST-SOUTHWEST OF AUGUSTA, GO NORTH ALONG INTERSTATE 520 FOR 2.17
 DF1323'KM (1.35 MI) TO THE JUNCTION OF WRIGHTSBORO ROAD.  TURN RIGHT
 DF1323'GOING EAST ALONG WRIGHTSBORO ROAD FOR 3.3 KM (2.05 MI) TO THE
 DF1323'JUNCTION OF DAMASCUS ROAD TO THE RIGHT AND THE STATION ON
 DF1323'THE RIGHT.
 DF1323'THE STATION IS A STANDARD GADT DISK
 DF1323'STAMPED---121-208 1980 AZ MK---,
 DF1323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1323'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1323'42.18 METERS (138.4 FT) EAST-NORTHEAST FROM A FENCE CORNER ON THE
 DF1323'NORTHWEST END OF DANIEL FIELD AIRPORT,
 DF1323'15.48 METERS (50.8 FT) SOUTH FROM THE CENTERLINE OF THE LEFT TURN
 DF1323'LANE IN THE MIDDLE OF WRIGHTSBORO ROAD,
 DF1323'5.79 METERS (29.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A MAN
 DF1323'HOLE COVER,
 DF1323'5.27 METERS (17.3 FT) SOUTH FROM THE FACE OF A CONCRETE CURB
 DF1323'FACING WRIGHTSBORO ROAD, AND
 DF1323'0.81 METERS (2.65 FT) NORTH FROM A WITNESS POST.
 DF1323'
 DF1323'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1323'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2346 ***********************************************************************
 DE2346  DESIGNATION -  BV 121 209 GADT
 DE2346  PID         -  DE2346
 DE2346  STATE/COUNTY-  GA/RICHMOND
 DE2346  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2346
 DE2346                         *CURRENT SURVEY CONTROL
 DE2346  ___________________________________________________________________
 DE2346* NAD 83(1994)-  33 29 42.17053(N)    081 59 47.57600(W)     ADJUSTED  
 DE2346* NAVD 88     -        52.1    (meters)     171.     (feet)  VERTCON   
 DE2346  ___________________________________________________________________
 DE2346  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 DE2346  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DE2346
 DE2346  HORZ ORDER  -  FIRST
 DE2346
 DE2346.The horizontal coordinates were established by classical geodetic methods
 DE2346.and adjusted by the National Geodetic Survey in September 1997..
 DE2346
 DE2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2346
 DE2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2346
 DE2346.The geoid height was determined by GEOID03.
 DE2346
 DE2346;                    North         East     Units Scale Factor Converg.
 DE2346;SPC GA E     -   387,513.987   215,807.105   MT  0.99990308   +0 05 38.0
 DE2346;SPC GA E     - 1,271,368.81    708,027.14   sFT  0.99990308   +0 05 38.0
 DE2346;UTM  17      - 3,706,614.436   407,428.073   MT  0.99970565   -0 32 60.0
 DE2346
 DE2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2346!SPC GA E     -   0.99999653  x   0.99990308  =   0.99989961
 DE2346!UTM  17      -   0.99999653  x   0.99970565  =   0.99970218
 DE2346
 DE2346|---------------------------------------------------------------------|
 DE2346| PID    Reference Object                     Distance      Geod. Az  |
 DE2346|                                                           dddmmss.s |
 DE2346| DE2345 BV 121 209 GADT RM 1                 25.540 METERS 06126     |
 DE2346| DE2384 AUGUSTA TV STA WRDW TALL MAST       APPROX. 3.4 KM 0690745.6 |
 DE2346| DE2341 BV 121 209 GADT AZ MK               APPROX. 0.8 KM 1481210.2 |
 DE2346|---------------------------------------------------------------------|
 DE2346
 DE2346                          SUPERSEDED SURVEY CONTROL
 DE2346
 DE2346  NAD 83(1986)-  33 29 42.17503(N)    081 59 47.57152(W) AD(       ) 1
 DE2346  NAD 27      -  33 29 41.68698(N)    081 59 48.15357(W) AD(       ) 1
 DE2346  NGVD 29 (07/19/86)   52.3    (m)          172.     (f) VERT ANG       
 DE2346
 DE2346.Superseded values are not recommended for survey control.
 DE2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2346.See file dsdata.txt to determine how the superseded data were derived.
 DE2346
 DE2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0742806614(NAD 83)
 DE2346_MARKER: DD = SURVEY DISK
 DE2346_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE2346+WITH SETTING: PAVEMENT
 DE2346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2346+STABILITY: SURFACE MOTION
 DE2346
 DE2346  HISTORY     - Date     Condition        Report By
 DE2346  HISTORY     - 1980     MONUMENTED       GADT
 DE2346
 DE2346                          STATION DESCRIPTION
 DE2346
 DE2346'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2346'THE STATION IS LOCATED IN AUGUSTA ON PROPERTY OF THE CITY OF
 DE2346'AUGUSTA.
 DE2346'
 DE2346'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28 (BROAD
 DE2346'STREET, U.S. HIGHWAY 25 BUSINESS TO THE SOUTH) AND 13TH STREET
 DE2346'IN AUGUSTA, GO WEST-NORTHWEST ALONG STATE ROUTE 28 (BROAD STREET
 DE2346'FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF PEARL STREET TO THE RIGHT.
 DE2346'TURN RIGHT GOING NORTH ALONG PEARL STREET FOR 0.3 KM (0.2 MI) TO
 DE2346'THE JUNCTION OF EVE STREET CROSSING.  TURN RIGHT GOING NORTHEAST
 DE2346'ALONG EVE STREET  CROSSING A BRIDGE OVER THE AUGUSTA CANAL FOR
 DE2346'0.15 KM (0.1 MI) TO ITS TERMINATION AT THE JUNCTION OF GOODRICH
 DE2346'STREET CROSSING.  TURN LEFT GOING NORTHWEST ALONG GOODRICH STREET
 DE2346'ALONG THE BASE OF THE AUGUSTA CANAL LEVEE ON THE LEFT FOR 0.3 KM
 DE2346'(0.2 MI) TO THE TOP OF THE SAVANNAH RIVER LEVEE AT ITS JUNCTION
 DE2346'WITH THE AUGUSTA CANAL LEVEE.  (TO REACH THE AZIMUTH MARK FROM
 DE2346'THIS POINT, TURN RIGHT GOING SOUTHEAST ALONG THE TOP OF THE
 DE2346'SAVANNAH RIVER LEVEE FOR 0.25 KM (0.15 MI) TO SIBLEY MILLS
 DE2346'FLOODGATE AND THE AZIMUTH MARK).  CONTINUE GOING NORTH ALONG
 DE2346'GOODRICH STREET CROSSING A RAILROAD TRACK FOR 0.65 KM
 DE2346'(0.4 MI) TO THE JUNCTION OF A ROAD FORKING TO THE LEFT.  TURN
 DE2346'LEFT GOING UP TO THE TOP OF THE SAVANNAH RIVER LEVEE FOR 0.08 KM
 DE2346'(0.05 MI) TO THE STATION ON THE CANAL BULKHEAD GATE.
 DE2346'
 DE2346'THE STATION IS A STANDARD GADT DISK
 DE2346'STAMPED---121-209 1980 GADT---,
 DE2346'SET INTO A 3/4 INCH DRILLED HOLE IN THE TOP OF THE CONCRETE
 DE2346'STRUCTURE OF THE CANAL BULKHEAD GATE. THE
 DE2346'STATION IS SET FLUSH WITH THE SURFACE OF THE CONCRETE.
 DE2346'IT IS LOCATED
 DE2346'37.60 METERS (123.35 FT) WEST-SOUTHWEST FROM THE SOUTHEAST
 DE2346'CORNER OF THE BULKHEAD GATE, 22.38 METERS (73.4 FT)
 DE2346'NORTHEAST OF THE SOUTHEAST CORNER OF THE BULKHEAD GATE, 1.45
 DE2346'METERS (4.75 FT) SOUTH-SOUTHEAST FROM THE NORTH OUTSIDE EDGE
 DE2346'OF THE GATE, AND 1.0 METER (3.3 FT)NORTH-NORTHWEST OF THE
 DE2346'SOUTH OUTSIDE EDGE OF THE GATE.
 DE2346'
 DE2346'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2346'STAMPED---121-209 1980 RM 1---,
 DE2346'SET INTO A 3/4 INCH DRILLED HOLE ON THE TOP OF THE CONCRETE
 DE2346'BULKHEAD GATE STRUCTURE OVER THE CANAL.  THE STATION IS
 DE2346'FLUSH WITH THE SURFACE OF THE CONCRETE.
 DE2346'IT IS LOCATED 12.10 METERS (39.7 FT) WEST FROM THE
 DE2346'SOUTHEAST CORNER OF THE BULKHEAD GATE, 12.10 METERS (39.7 FT)
 DE2346'SOUTH-SOUTHWEST FROM THE NORTHEAST CORNER OF THE
 DE2346'BULKHEAD GATE, 1.27 METERS (4.2 FT) SOUTHEAST FROM THE
 DE2346'NORTH OUTSIDE EDGE OF THE GATE, AND 1.19 METERS (3.9 FT)
 DE2346'NORTHWEST FROM THE SOUTH OUTSIDE EDGE OF THE GATE.
 DE2346'
 DE2346'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2346'STAMPED---121-209 1980 AZ MK---,
 DE2346'SET INTO A 3/4 INCH DRILLED HOLE ON TOP OF THE CONCRETE
 DE2346'FLOODGATE STRUCTURE BUILT ON THE LEVEE
 DE2346'OVER A STREAM.  THE STATION IS SET FLUSH WITH THE SURFACE
 DE2346'OF THE CONCRETE.
 DE2346'IT IS LOCATED
 DE2346'15.24 METERS (50.0 FT) NORTHWEST FROM THE SOUTHEAST CORNER
 DE2346'OF THE FLOODGATE AT THE TOP OF THE STEPS, 3.05 METERS (10.0 FT)
 DE2346'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FLOODGATE AT THE
 DE2346'TOP OF THE STEPS, 1.77 METERS (5.8 FT) NORTHEAST FROM THE
 DE2346'SOUTH OUTSIDE EDGE OF THE FLOODGATE, AND 1.22 METERS
 DE2346'(4.0 FT) SOUTHWEST OF THE NORTH OUTSIDE EDGE OF THE
 DE2346'FLOODGATE.
 DE2346'
 DE2346'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.  COUNTY ROAD NUMBERS
 DE2346'OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND COUNTY GA. 1973.
 DE2346'REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2341 ***********************************************************************
 DE2341  DESIGNATION -  BV 121 209 GADT AZ MK
 DE2341  PID         -  DE2341
 DE2341  STATE/COUNTY-  GA/RICHMOND
 DE2341  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2341
 DE2341                         *CURRENT SURVEY CONTROL
 DE2341  ___________________________________________________________________
 DE2341* NAD 83(1994)-  33 29 19.10923(N)    081 59 30.51342(W)     ADJUSTED  
 DE2341* NAVD 88     -        49.2    (meters)     161.     (feet)  VERTCON   
 DE2341  ___________________________________________________________________
 DE2341  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DE2341  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DE2341
 DE2341  HORZ ORDER  -  SECOND
 DE2341
 DE2341.The horizontal coordinates were established by classical geodetic methods
 DE2341.and adjusted by the National Geodetic Survey in September 1997..
 DE2341
 DE2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2341
 DE2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2341
 DE2341.The geoid height was determined by GEOID03.
 DE2341
 DE2341;                    North         East     Units Scale Factor Converg.
 DE2341;SPC GA E     -   386,804.288   216,248.700   MT  0.99990325   +0 05 47.3
 DE2341;SPC GA E     - 1,269,040.40    709,475.94   sFT  0.99990325   +0 05 47.3
 DE2341;UTM  17      - 3,705,899.960   407,861.579   MT  0.99970466   -0 32 50.2
 DE2341
 DE2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2341!SPC GA E     -   0.99999699  x   0.99990325  =   0.99990024
 DE2341!UTM  17      -   0.99999699  x   0.99970466  =   0.99970165
 DE2341
 DE2341                          SUPERSEDED SURVEY CONTROL
 DE2341
 DE2341  NAD 83(1986)-  33 29 19.11374(N)    081 59 30.50893(W) AD(       ) 2
 DE2341  NAD 27      -  33 29 18.62518(N)    081 59 31.09135(W) AD(       ) 2
 DE2341  NGVD 29 (07/19/86)   49.4    (m)          162.     (f) VERT ANG       
 DE2341
 DE2341.Superseded values are not recommended for survey control.
 DE2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2341.See file dsdata.txt to determine how the superseded data were derived.
 DE2341
 DE2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0786205900(NAD 83)
 DE2341_MARKER: DD = SURVEY DISK
 DE2341_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE2341+WITH SETTING: PAVEMENT
 DE2341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2341+STABILITY: SURFACE MOTION
 DE2341
 DE2341  HISTORY     - Date     Condition        Report By
 DE2341  HISTORY     - 1980     MONUMENTED       GADT
 DE2341
 DE2341                          STATION DESCRIPTION
 DE2341
 DE2341'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2341'THE STATION IS LOCATED IN AUGUSTA ON PROPERTY OF THE CITY OF
 DE2341'AUGUSTA.
 DE2341'
 DE2341'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28 (BROAD
 DE2341'STREET, U.S. HIGHWAY 25 BUSINESS TO THE SOUTH) AND 13TH STREET
 DE2341'IN AUGUSTA, GO WEST-NORTHWEST ALONG STATE ROUTE 28 (BROAD STREET
 DE2341'FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF PEARL STREET TO THE RIGHT.
 DE2341'TURN RIGHT GOING NORTH ALONG PEARL STREET FOR 0.3 KM (0.2 MI) TO
 DE2341'THE JUNCTION OF EVE STREET CROSSING.  TURN RIGHT GOING NORTHEAST
 DE2341'ALONG EVE STREET  CROSSING A BRIDGE OVER THE AUGUSTA CANAL FOR
 DE2341'0.15 KM (0.1 MI) TO ITS TERMINATION AT THE JUNCTION OF GOODRICH
 DE2341'STREET CROSSING.  TURN LEFT GOING NORTHWEST ALONG GOODRICH STREET
 DE2341'ALONG THE BASE OF THE AUGUSTA CANAL LEVEE ON THE LEFT FOR 0.3 KM
 DE2341'(0.2 MI) TO THE TOP OF THE SAVANNAH RIVER LEVEE AT ITS JUNCTION
 DE2341'WITH THE AUGUSTA CANAL LEVEE.
 DE2341'TURN RIGHT GOING SOUTHEAST ALONG THE TOP OF THE
 DE2341'SAVANNAH RIVER LEVEE FOR 0.25 KM (0.15 MI) TO SIBLEY MILLS
 DE2341'FLOODGATE AND THE STATION.
 DE2341'
 DE2341'THE STATION IS A STANDARD GADT DISK
 DE2341'STAMPED---121-209 1980 AZ MK---,
 DE2341'SET INTO A 3/4 INCH DRILLED HOLE ON TOP OF THE CONCRETE
 DE2341'FLOODGATE STRUCTURE BUILT ON THE LEVEE
 DE2341'OVER A STREAM.  THE STATION IS SET FLUSH WITH THE SURFACE
 DE2341'OF THE CONCRETE.
 DE2341'IT IS LOCATED
 DE2341'15.24 METERS (50.0 FT) NORTHWEST FROM THE SOUTHEAST CORNER
 DE2341'OF THE FLOODGATE AT THE TOP OF THE STEPS, 3.05 METERS (10.0 FT)
 DE2341'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FLOODGATE AT THE
 DE2341'TOP OF THE STEPS, 1.77 METERS (5.8 FT) NORTHEAST FROM THE
 DE2341'SOUTH OUTSIDE EDGE OF THE FLOODGATE, AND 1.22 METERS
 DE2341'(4.0 FT) SOUTHWEST OF THE NORTH OUTSIDE EDGE OF THE
 DE2341'FLOODGATE.
 DE2341'
 DE2341'COUNTY ROAD NUMBERS
 DE2341'OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND COUNTY GA. 1973.
 DE2341'REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2330 ***********************************************************************
 DE2330  DESIGNATION -  BV 121 210 GADT
 DE2330  PID         -  DE2330
 DE2330  STATE/COUNTY-  GA/RICHMOND
 DE2330  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2330
 DE2330                         *CURRENT SURVEY CONTROL
 DE2330  ___________________________________________________________________
 DE2330* NAD 83(1994)-  33 28 29.93098(N)    081 57 46.51550(W)     ADJUSTED  
 DE2330* NAVD 88     -       108.8    (meters)     357.     (feet)  VERTCON   
 DE2330  ___________________________________________________________________
 DE2330  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 DE2330  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DE2330
 DE2330  HORZ ORDER  -  FIRST
 DE2330
 DE2330.The horizontal coordinates were established by classical geodetic methods
 DE2330.and adjusted by the National Geodetic Survey in September 1997..
 DE2330
 DE2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2330
 DE2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2330
 DE2330.The geoid height was determined by GEOID03.
 DE2330
 DE2330;                    North         East     Units Scale Factor Converg.
 DE2330;SPC GA E     -   385,294.187   218,936.135   MT  0.99990442   +0 06 44.6
 DE2330;SPC GA E     - 1,264,086.01    718,292.97   sFT  0.99990442   +0 06 44.6
 DE2330;UTM  17      - 3,704,360.077   410,531.341   MT  0.99969869   -0 31 52.2
 DE2330
 DE2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2330!SPC GA E     -   0.99998765  x   0.99990442  =   0.99989207
 DE2330!UTM  17      -   0.99998765  x   0.99969869  =   0.99968634
 DE2330
 DE2330:                Primary Azimuth Mark                     Grid Az
 DE2330:SPC GA E     -  BV 121 210 GADT AZ MK                    314 58 56.3
 DE2330:UTM  17      -  BV 121 210 GADT AZ MK                    315 37 33.1
 DE2330
 DE2330|---------------------------------------------------------------------|
 DE2330| PID    Reference Object                     Distance      Geod. Az  |
 DE2330|                                                           dddmmss.s |
 DE2330| DE2331 BV 121 210 GADT AZ MK               APPROX. 0.8 KM 3150540.9 |
 DE2330|---------------------------------------------------------------------|
 DE2330
 DE2330                          SUPERSEDED SURVEY CONTROL
 DE2330
 DE2330  NAD 83(1986)-  33 28 29.93558(N)    081 57 46.51107(W) AD(       ) 1
 DE2330  NAD 27      -  33 28 29.44575(N)    081 57 47.09621(W) AD(       ) 1
 DE2330  NGVD 29 (07/19/86)  109.0    (m)          358.     (f) VERT ANG       
 DE2330
 DE2330.Superseded values are not recommended for survey control.
 DE2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2330.See file dsdata.txt to determine how the superseded data were derived.
 DE2330
 DE2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1053104360(NAD 83)
 DE2330_MARKER: DD = SURVEY DISK
 DE2330_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE2330+WITH SETTING: PAVEMENT
 DE2330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2330+STABILITY: SURFACE MOTION
 DE2330
 DE2330  HISTORY     - Date     Condition        Report By
 DE2330  HISTORY     - 1980     MONUMENTED       GADT
 DE2330
 DE2330                          STATION DESCRIPTION
 DE2330
 DE2330'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2330'THE STATION IS LOCATED IN DOWN TOWN AUGUSTA ON ROOF OF THE GEORGIA
 DE2330'RAILROAD BANK AND TRUST BUILDING, WHICH IS BROWN IN COLOR.  MR
 DE2330'HOWARD ZEIGLER TELEPHONE NUMBER 823-2500 EXTENSION 260 HAS TO
 DE2330'BE CONTACTED BEFORE OCCUPYING THE STATION.
 DE2330'OWNERSHIP--GEORGIA RAILROAD BANK AND TRUST COMPANY, AUGUSTA, GA.
 DE2330'
 DE2330'TO REACH THE STATION FROM THE JUNCTION OF BROAD STREET (U.S.
 DE2330'HIGHWAY 25 BUSINESS AND STATE ROUTE 28) AND GORDON HIGHWAY
 DE2330'(U.S. HIGHWAYS 1, 78, 278) IN AUGUSTA, GO WEST ALONG BROAD STREET
 DE2330'FOR 0.55 KM (0.35 MI) TO THE GEORGIA RAILROAD BANK AND TRUST
 DE2330'BUILDING ON THE RIGHT AND THE STATION ON THE ROOF.
 DE2330'
 DE2330'THE STATION IS A STANDARD GADT DISK
 DE2330'STAMPED---121-210 1980---,
 DE2330'SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE ROOF OF THE
 DE2330'GEORGIA BANK BUILDING, IN DOWN TOWN AUGUSTA ON BROAD AND
 DE2330'7TH STREET.  THE DISK IS SET FLUSH WITH THE SURFACE OF THE
 DE2330'CONCRETE ROOF.  IT IS LOCATED
 DE2330'19.95 METERS (65.4 FT) NORTH-NORTHWEST FROM THE INSIDE EDGE OF THE
 DE2330'SOUTHEAST INVERTED CORNER OF THE BUILDING, 8.44 METERS
 DE2330'(27.7 FT) NORTH-NORTHEAST FROM THE INSIDE EDGE OF THE SOUTHWEST
 DE2330'INVERTED CORNER OF THE BUILDING, AND 2.42 METERS (7.9 FT)
 DE2330'EAST-SOUTHEAST FROM THE INSIDE EDGE OF WALL FACING 7TH STREET.
 DE2330'
 DE2330'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2330'STAMPED---121-210 1980 AZ MK---,
 DE2330'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 DE2330'DIAMETER, FLUSH WITH GROUND.  IT IS LOCATED
 DE2330'12.03 METERS (39.4 FT) EAST FROM THE SOUTHEAST CORNER OF A
 DE2330'CONCRETE SLAB FOR WEATHER STATION, 4.85 METERS (16.0 FT)
 DE2330'SOUTH-SOUTHWEST FROM THE CENTERLINE OF A DIRT LEVEE, 1.04
 DE2330'METERS (3.4 FT) SOUTH FROM A WITNESS POST, AND 0.95 METERS
 DE2330'(3.1 FT) NORTH FROM THE FACE OF A CONCRETE WALL.
 DE2330'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG
 DE2330'BROAD STREET FOR ONE BLOCK TO THE JUNCTION OF SIXTH STREET
 DE2330'CROSSING.  TURN LEFT GOING NORTHEAST ALONG SIXTH STREET FOR
 DE2330'0.25 KM (0.15 MI) TO ITS TERMINATION AT THE SAVANNAH RIVER
 DE2330'LEVEE.  PROCEED UP A DRIVEWAY ON THE WEST SIDE OF THE RAILROAD
 DE2330'TRACK TO THE TOP OF THE LEVEE.  TURN LEFT FOLLOWING THE LEVEE
 DE2330'FOR 0.9 KM (0.55 MI) TO THE MARK AT A DRIVEWAY TO THE
 DE2330'LEFT AND A WEATHER STATION.
 DE2330'
 DE2330'NO SUITABLE LOCATION FOUND FOR REFERENCE MARKS.
 DE2330'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.50 METERS.
 DE2330'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 DE2330'RICHMOND COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2331 ***********************************************************************
 DE2331  DESIGNATION -  BV 121 210 GADT AZ MK
 DE2331  PID         -  DE2331
 DE2331  STATE/COUNTY-  GA/RICHMOND
 DE2331  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2331
 DE2331                         *CURRENT SURVEY CONTROL
 DE2331  ___________________________________________________________________
 DE2331* NAD 83(1994)-  33 28 47.34654(N)    081 58 07.22996(W)     ADJUSTED  
 DE2331* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 DE2331  ___________________________________________________________________
 DE2331  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 DE2331  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DE2331
 DE2331  HORZ ORDER  -  SECOND
 DE2331
 DE2331.The horizontal coordinates were established by classical geodetic methods
 DE2331.and adjusted by the National Geodetic Survey in September 1997..
 DE2331
 DE2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2331
 DE2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2331
 DE2331.The geoid height was determined by GEOID03.
 DE2331
 DE2331;                    North         East     Units Scale Factor Converg.
 DE2331;SPC GA E     -   385,829.660   218,400.333   MT  0.99990417   +0 06 33.2
 DE2331;SPC GA E     - 1,265,842.81    716,535.09   sFT  0.99990417   +0 06 33.2
 DE2331;UTM  17      - 3,704,901.423   410,001.695   MT  0.99969986   -0 32 03.8
 DE2331
 DE2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2331!SPC GA E     -   0.99999731  x   0.99990417  =   0.99990148
 DE2331!UTM  17      -   0.99999731  x   0.99969986  =   0.99969718
 DE2331
 DE2331                          SUPERSEDED SURVEY CONTROL
 DE2331
 DE2331  NAD 83(1986)-  33 28 47.35108(N)    081 58 07.22550(W) AD(       ) 2
 DE2331  NAD 27      -  33 28 46.86169(N)    081 58 07.81003(W) AD(       ) 2
 DE2331  NGVD 29 (07/19/86)   47.4    (m)          156.     (f) VERT ANG       
 DE2331
 DE2331.Superseded values are not recommended for survey control.
 DE2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2331.See file dsdata.txt to determine how the superseded data were derived.
 DE2331
 DE2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1000204901(NAD 83)
 DE2331_MARKER: DD = SURVEY DISK
 DE2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2331+STABILITY: SURFACE MOTION
 DE2331
 DE2331  HISTORY     - Date     Condition        Report By
 DE2331  HISTORY     - 1980     MONUMENTED       GADT
 DE2331
 DE2331                          STATION DESCRIPTION
 DE2331
 DE2331'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2331'THE STATION IS LOCATED IN AUGUSTA ON CITY PROPERTY.
 DE2331'
 DE2331'TO REACH THE STATION FROM THE JUNCTION OF 6TH STREET AND BROAD
 DE2331'STREET IN AUGUSTA, GO NORTHEAST ALONG 6TH STREET FOR 0.25 KM
 DE2331'(0.15 MI) TO ITS TERMINATION AT THE SAVANNAH RIVER LEVEE.
 DE2331'PROCEED UP A DRIVEWAY ON THE WEST SIDE OF THE RAILROAD TRACK
 DE2331'TO THE TOP OF THE LEVEE.  TURN LEFT GOING WEST ALONG THE
 DE2331'LEVEE FOR 0.9 KM (0.55 MI) TO THE STATION AT A DRIVEWAY TO
 DE2331'THE LEFT AND A WEATHER STATION.
 DE2331'
 DE2331'THE STATION IS A STANDARD GADT DISK
 DE2331'STAMPED---121-210 GADT AZ MK---,
 DE2331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2331'FLUSH WITH GROUND.  IT IS LOCATED
 DE2331'12.03 METERS (39.4 FT) EAST FROM THE SOUTHEAST CORNER OF A
 DE2331'WEATHER STATION, 4.85 METERS (16.0 FT) SOUTH-SOUTHWEST FROM
 DE2331'THE CENTERLINE OF THE LEVEE, 1.04 METERS (3.4 FT) SOUTH
 DE2331'FROM A WITNESS POST, AND 0.95 METERS (3.1 FT) NORTH OF THE
 DE2331'FACE OF A CONCRETE WALL.
 DE2331'
 DE2331'COUNTY ROAD NUMBERS
 DE2331'OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND COUNTY GA. 1973.
 DE2331'REVISED DECCEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1307 ***********************************************************************
 DF1307  DESIGNATION -  BV 121 211 GADT
 DF1307  PID         -  DF1307
 DF1307  STATE/COUNTY-  GA/RICHMOND
 DF1307  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1307
 DF1307                         *CURRENT SURVEY CONTROL
 DF1307  ___________________________________________________________________
 DF1307* NAD 83(1994)-  33 28 38.31253(N)    082 00 35.81164(W)     ADJUSTED  
 DF1307* NAVD 88     -       124.1    (meters)     407.     (feet)  VERTCON   
 DF1307  ___________________________________________________________________
 DF1307  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 DF1307  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DF1307
 DF1307  HORZ ORDER  -  FIRST
 DF1307
 DF1307.The horizontal coordinates were established by classical geodetic methods
 DF1307.and adjusted by the National Geodetic Survey in September 1997..
 DF1307
 DF1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1307
 DF1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1307
 DF1307.The geoid height was determined by GEOID03.
 DF1307
 DF1307;                    North         East     Units Scale Factor Converg.
 DF1307;SPC GA E     -   385,544.807   214,565.076   MT  0.99990261   +0 05 11.2
 DF1307;SPC GA E     - 1,264,908.25    703,952.25   sFT  0.99990261   +0 05 11.2
 DF1307;UTM  17      - 3,704,659.717   406,164.246   MT  0.99970855   -0 33 25.7
 DF1307
 DF1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1307!SPC GA E     -   0.99998522  x   0.99990261  =   0.99988783
 DF1307!UTM  17      -   0.99998522  x   0.99970855  =   0.99969378
 DF1307
 DF1307:                Primary Azimuth Mark                     Grid Az
 DF1307:SPC GA E     -  BV 121 211 GADT AZ MK                    104 18 03.8
 DF1307:UTM  17      -  BV 121 211 GADT AZ MK                    104 56 40.7
 DF1307
 DF1307|---------------------------------------------------------------------|
 DF1307| PID    Reference Object                     Distance      Geod. Az  |
 DF1307|                                                           dddmmss.s |
 DF1307| DF1305 BV 121 211 GADT AZ MK               APPROX. 0.8 KM 1042315.0 |
 DF1307|---------------------------------------------------------------------|
 DF1307
 DF1307                          SUPERSEDED SURVEY CONTROL
 DF1307
 DF1307  NAD 83(1986)-  33 28 38.31703(N)    082 00 35.80719(W) AD(       ) 1
 DF1307  NAD 27      -  33 28 37.82731(N)    082 00 36.38773(W) AD(       ) 1
 DF1307  NGVD 29 (07/19/86)  124.3    (m)          408.     (f) VERT ANG       
 DF1307
 DF1307.Superseded values are not recommended for survey control.
 DF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1307.See file dsdata.txt to determine how the superseded data were derived.
 DF1307
 DF1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0616404660(NAD 83)
 DF1307_MARKER: DD = SURVEY DISK
 DF1307_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF1307+WITH SETTING: PAVEMENT
 DF1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1307+STABILITY: SURFACE MOTION
 DF1307
 DF1307  HISTORY     - Date     Condition        Report By
 DF1307  HISTORY     - 1980     MONUMENTED       GADT
 DF1307
 DF1307                          STATION DESCRIPTION
 DF1307
 DF1307'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1307'THE STATION IS LOCATED IN AUGUSTA ON THE ROOF OF THE BON AIR
 DF1307'RESIDENTIAL HOTEL ON WALTON WAY, PROPERTY OF MR. J.C. BIBLE, JR.
 DF1307'INFORM THE FRONT DESK IN THE LOBBY OF THE HOTEL OF THE PURPOSE
 DF1307'AND INTENTIONS FOR USING THE STATION.  A 24 FOOT LADDER WILL BE
 DF1307'NECESSARY TO REACH THE STATION FROM THE HOTEL ROOF.
 DF1307'OWNERSHIP--BON AIR RESIDENTIAL HOTEL, AUGUSTA, GA.
 DF1307'
 DF1307'TO REACH THE STATION FROM THE LOBBY OF THE HOTEL, TAKE THE
 DF1307'ELEVATOR TO THE TOP (7TH) FLOOR.  EXIT THE ELEVATOR TURNING LEFT
 DF1307'GOING TO A DOOR AT THE END OF THE HALLWAY.  EXIT THE DOOR AND
 DF1307'CONTINUE AHEAD TO AN ABANDONED ELEVATOR AND STAIRWELL SHAFT AT THE
 DF1307'EXTREME NORTH END OF THE MAIN ROOF AND THE STATION ON THE TOP OF
 DF1307'THE ABANDONED ELEVATOR SHAFT AND STAIRWELL ABOUT 20 FEET ABOVE THE
 DF1307'SURFACE OF THE MAIN ROOF.
 DF1307'
 DF1307'THE STATION IS A STANDARD GADT DISK STAMPED---121-211 1980---,
 DF1307'SET INTO A 2 FOOT BY 2 FOOT BY 4 INCH POURED CONCRETE SQUARE
 DF1307'ANCHORED TO THE CONCRETE ROOF OF THE BUILDING WITH STEEL
 DF1307'REINFORCEMENT RODS.  THE STATION IS SET FLUSH IN THE TOP OF THE
 DF1307'CONCRETE SLAB, AND THE SLAB IS PROTRUDING 4 INCHES ABOVE THE
 DF1307'SURFACE OF THE ROOF.  IT IS LOCATED 4.68 METERS (15.35 FT)
 DF1307'SOUTHWEST FROM THE INSIDE NORTHWEST CORNER OF THE TOP OF THE
 DF1307'ELEVATOR SHAFT, 4.66 METERS (15.3 FT) NORTHEAST FROM THE INSIDE
 DF1307'SOUTHWEST CORNER OF THE ELEVATOR SHAFT, 3.28 METERS (10.75 FT)
 DF1307'NORTHWEST FROM THE INSIDE SOUTHEAST CORNER OF THE ELEVATOR SHAFT,
 DF1307'AND 3.26 METERS (10.7 FT) SOUTHWEST FROM THE INSIDE NORTHEAST
 DF1307'CORNER OF THE ELEVATOR SHAFT.
 DF1307'
 DF1307'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1307'STAMPED---121-211 1980 AZ MK---, SET INTO A 3/4 INCH DRILLED
 DF1307'HOLE IN THE CONCRETE SIDEWALK AND FLUSH WITH THE SURFACE OF THE
 DF1307'CONCRETE.  IT IS LOCATED 7.13 METERS (23.4 FT) NORTHWEST
 DF1307'FROM THE CENTERLINE OF BAKER AVENUE, 5.46 METERS (17.9 FT)
 DF1307'SOUTH OF A POWER POLE AND 2.53 METERS (8.3 FT) SOUTHWEST
 DF1307'FROM ANOTHER POWER POLE.  THE AZIMUTH MARK IS LOCATED IN THE
 DF1307'SOUTHWEST QUADRANT OF THE JUNCTION OF WALTON WAY AND BAKER
 DF1307'STREET IN AUGUSTA ABOUT 0.90 KM (0.55 MI) EAST FROM THE BON
 DF1307'AIR RESIDENTIAL HOTEL LOCATED ON WALTON WAY.
 DF1307'
 DF1307'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1305 ***********************************************************************
 DF1305  DESIGNATION -  BV 121 211 GADT AZ MK
 DF1305  PID         -  DF1305
 DF1305  STATE/COUNTY-  GA/RICHMOND
 DF1305  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1305
 DF1305                         *CURRENT SURVEY CONTROL
 DF1305  ___________________________________________________________________
 DF1305* NAD 83(1994)-  33 28 32.22528(N)    082 00 07.49985(W)     ADJUSTED  
 DF1305* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 DF1305  ___________________________________________________________________
 DF1305  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 DF1305  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DF1305
 DF1305  HORZ ORDER  -  SECOND
 DF1305
 DF1305.The horizontal coordinates were established by classical geodetic methods
 DF1305.and adjusted by the National Geodetic Survey in September 1997..
 DF1305
 DF1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1305
 DF1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1305
 DF1305.The geoid height was determined by GEOID03.
 DF1305
 DF1305;                    North         East     Units Scale Factor Converg.
 DF1305;SPC GA E     -   385,358.413   215,296.270   MT  0.99990288   +0 05 26.8
 DF1305;SPC GA E     - 1,264,296.73    706,351.18   sFT  0.99990288   +0 05 26.8
 DF1305;UTM  17      - 3,704,465.160   406,893.158   MT  0.99970687   -0 33 10.0
 DF1305
 DF1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1305!SPC GA E     -   0.99999612  x   0.99990288  =   0.99989900
 DF1305!UTM  17      -   0.99999612  x   0.99970687  =   0.99970299
 DF1305
 DF1305                          SUPERSEDED SURVEY CONTROL
 DF1305
 DF1305  NAD 83(1986)-  33 28 32.22979(N)    082 00 07.49533(W) AD(       ) 2
 DF1305  NAD 27      -  33 28 31.73996(N)    082 00 08.07666(W) AD(       ) 2
 DF1305  NGVD 29 (07/19/86)   54.9    (m)          180.     (f) VERT ANG       
 DF1305
 DF1305.Superseded values are not recommended for survey control.
 DF1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1305.See file dsdata.txt to determine how the superseded data were derived.
 DF1305
 DF1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0689304465(NAD 83)
 DF1305_MARKER: DD = SURVEY DISK
 DF1305_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF1305+WITH SETTING: PAVEMENT
 DF1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1305+STABILITY: SURFACE MOTION
 DF1305
 DF1305  HISTORY     - Date     Condition        Report By
 DF1305  HISTORY     - 1980     MONUMENTED       GADT
 DF1305
 DF1305                          STATION DESCRIPTION
 DF1305
 DF1305'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1305'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE
 DF1305'JUNCTION OF WALTON WAY AND BAKER STREET IN AUGUSTA ABOUT 0.9 KM
 DF1305'(0.55 MI) EAST FROM THE BON AIR RESIDENTIAL HOTEL LOCATED ON
 DF1305'WALTON WAY.
 DF1305'
 DF1305'THE STATION IS A STANDARD GADT DISK
 DF1305'STAMPED---121-211 1980 AZ MK---, SET INTO A 3/4 INCH DRILLED
 DF1305'HOLE IN THE CONCRETE SIDEWALK AND FLUSH WITH THE SURFACE OF THE
 DF1305'CONCRETE.  IT IS LOCATED 7.13 METERS (23.4 FT) NORTHWEST
 DF1305'FROM THE CENTERLINE OF BAKER AVENUE, 5.46 METERS (17.9 FT)
 DF1305'SOUTH OF A POWER POLE AND 2.53 METERS (8.3 FT) SOUTHWEST
 DF1305'FROM ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2332 ***********************************************************************
 DE2332  DESIGNATION -  BV 121 212 GADT
 DE2332  PID         -  DE2332
 DE2332  STATE/COUNTY-  GA/RICHMOND
 DE2332  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2332
 DE2332                         *CURRENT SURVEY CONTROL
 DE2332  ___________________________________________________________________
 DE2332* NAD 83(1994)-  33 28 21.48857(N)    081 58 46.73370(W)     ADJUSTED  
 DE2332* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 DE2332  ___________________________________________________________________
 DE2332  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DE2332  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DE2332
 DE2332  HORZ ORDER  -  FIRST
 DE2332
 DE2332.The horizontal coordinates were established by classical geodetic methods
 DE2332.and adjusted by the National Geodetic Survey in September 1997..
 DE2332
 DE2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2332
 DE2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2332
 DE2332.The geoid height was determined by GEOID03.
 DE2332
 DE2332;                    North         East     Units Scale Factor Converg.
 DE2332;SPC GA E     -   385,031.185   217,381.967   MT  0.99990372   +0 06 11.3
 DE2332;SPC GA E     - 1,263,223.15    713,194.00   sFT  0.99990372   +0 06 11.3
 DE2332;UTM  17      - 3,704,114.597   408,974.634   MT  0.99970215   -0 32 25.3
 DE2332
 DE2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2332!SPC GA E     -   0.99999733  x   0.99990372  =   0.99990105
 DE2332!UTM  17      -   0.99999733  x   0.99970215  =   0.99969948
 DE2332
 DE2332:                Primary Azimuth Mark                     Grid Az
 DE2332:SPC GA E     -  AUGUSTA TV STA WRDW TALL MAST            023 43 43.6
 DE2332:UTM  17      -  AUGUSTA TV STA WRDW TALL MAST            024 22 20.2
 DE2332
 DE2332|---------------------------------------------------------------------|
 DE2332| PID    Reference Object                     Distance      Geod. Az  |
 DE2332|                                                           dddmmss.s |
 DE2332| DE2384 AUGUSTA TV STA WRDW TALL MAST       APPROX. 4.1 KM 0234954.9 |
 DE2332| DE2333 BV 121 212 GADT RM 1                 24.942 METERS 32600     |
 DE2332| DE2335 BV 121 212 GADT AZ MK               APPROX. 0.7 KM 3260954.2 |
 DE2332|---------------------------------------------------------------------|
 DE2332
 DE2332                          SUPERSEDED SURVEY CONTROL
 DE2332
 DE2332  NAD 83(1986)-  33 28 21.49315(N)    081 58 46.72921(W) AD(       ) 1
 DE2332  NAD 27      -  33 28 21.00297(N)    081 58 47.31265(W) AD(       ) 1
 DE2332  NGVD 29 (07/19/86)   47.3    (m)          155.     (f) VERT ANG       
 DE2332
 DE2332.Superseded values are not recommended for survey control.
 DE2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2332.See file dsdata.txt to determine how the superseded data were derived.
 DE2332
 DE2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0897504115(NAD 83)
 DE2332_MARKER: DD = SURVEY DISK
 DE2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2332+STABILITY: SURFACE MOTION
 DE2332
 DE2332  HISTORY     - Date     Condition        Report By
 DE2332  HISTORY     - 1980     MONUMENTED       GADT
 DE2332
 DE2332                          STATION DESCRIPTION
 DE2332
 DE2332'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2332'THE STATION IS LOCATED IN AUGUSTA ON COUNTY RIGHT OF WAY.
 DE2332'
 DE2332'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS
 DE2332'(13TH STREET) AND STATE ROUTE 28 (BROAD STREET) IN DOWNTOWN
 DE2332'AUGUSTA, GO SOUTH-SOUTHWEST ALONG 13TH STREET FOR 0.8 KM (0.5 MI)
 DE2332'TO THE JUNCTION OF WALTON WAY CROSSING.  TURN RIGHT GOING
 DE2332'WEST-NORTHWEST ALONG WALTON WAY FOR 0.08 KM (0.05 MI) TO THE
 DE2332'STATION ON THE RIGHT.
 DE2332'
 DE2332'THE STATION IS A STANDARD GADT DISK
 DE2332'STAMPED---121-212 1980---,
 DE2332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2332'FLUSH WITH GROUND.  IT IS LOCATED
 DE2332'32.9 METERS (108.2 FT) EAST FROM A METAL STREET LIGHT POLE,
 DE2332'20.18 METERS (66.2 FT) WEST-NORTHWEST FROM ANOTHER METAL STREET
 DE2332'LIGHT POLE,
 DE2332'6.92 METERS (22.7 FT) EAST FROM A POWER POLE,
 DE2332'3.35 METERS (11.0 FT) NORTHEAST FROM A WITNESS POST, AND
 DE2332'2.75 METERS (9.0 FT) NORTH FROM A 36 INCH OAK TREE.
 DE2332'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2332'STAMPED---121-212 1980---,
 DE2332'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DE2332'
 DE2332'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2332'STAMPED---121-212 1980 RM 1---,
 DE2332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2332'FLUSH WITH GROUND.  IT IS LOCATED
 DE2332'17.86 METERS (58.6 FT) NORTHWEST FROM THE POWER POLE,
 DE2332'14.39 METERS (47.2 FT) EAST-SOUTHEAST FROM ANOTHER POWER POLE, AND
 DE2332'0.82 METER (2.7 FT) NORTHEAST FROM A WITNESS POST.
 DE2332'MARK IS 1.0 METER LOWER THAN THE STATION.
 DE2332'
 DE2332'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2332'STAMPED---121-212 1980 AZ MK---,
 DE2332'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2332'FLUSH WITH GROUND.  IT IS LOCATED
 DE2332'62.12 METERS (203.8 FT) NORTHWEST FROM A POWER POLE,
 DE2332'1.12 METERS (3.7 FT) SOUTHWEST FROM A WITNESS POST, AND
 DE2332'0.76 METER (2.5 FT) EAST-SOUTHEAST FROM THE SOUTHERNMOST POWER
 DE2332'POLE OF TWO POWER POLES.
 DE2332'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST-NORTHWEST
 DE2332'WALTON WAY FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF 15TH STREET
 DE2332'CROSSING.  TURN RIGHT GOING NORTHEAST ALONG 15TH STREET FOR 0.4
 DE2332'KM (0.25 MI) TO THE SOUTH END OF A BRIDGE OVER THE AUGUSTA CANAL
 DE2332'AND THE AZIMUTH MARK ON THE RIGHT.
 DE2332'
 DE2332'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2332'
 DE2332'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2332'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2335 ***********************************************************************
 DE2335  DESIGNATION -  BV 121 212 GADT AZ MK
 DE2335  PID         -  DE2335
 DE2335  STATE/COUNTY-  GA/RICHMOND
 DE2335  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2335
 DE2335                         *CURRENT SURVEY CONTROL
 DE2335  ___________________________________________________________________
 DE2335* NAD 83(1994)-  33 28 41.09990(N)    081 59 02.42108(W)     ADJUSTED  
 DE2335* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 DE2335  ___________________________________________________________________
 DE2335  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 DE2335  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DE2335
 DE2335  HORZ ORDER  -  SECOND
 DE2335
 DE2335.The horizontal coordinates were established by classical geodetic methods
 DE2335.and adjusted by the National Geodetic Survey in September 1997..
 DE2335
 DE2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2335
 DE2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2335
 DE2335.The geoid height was determined by GEOID03.
 DE2335
 DE2335;                    North         East     Units Scale Factor Converg.
 DE2335;SPC GA E     -   385,634.614   216,975.897   MT  0.99990355   +0 06 02.7
 DE2335;SPC GA E     - 1,265,202.90    711,861.76   sFT  0.99990355   +0 06 02.7
 DE2335;UTM  17      - 3,704,722.426   408,575.447   MT  0.99970305   -0 32 34.2
 DE2335
 DE2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2335!SPC GA E     -   0.99999737  x   0.99990355  =   0.99990092
 DE2335!UTM  17      -   0.99999737  x   0.99970305  =   0.99970042
 DE2335
 DE2335                          SUPERSEDED SURVEY CONTROL
 DE2335
 DE2335  NAD 83(1986)-  33 28 41.10447(N)    081 59 02.41660(W) AD(       ) 2
 DE2335  NAD 27      -  33 28 40.61474(N)    081 59 02.99967(W) AD(       ) 2
 DE2335  NGVD 29 (07/19/86)   47.0    (m)          154.     (f) VERT ANG       
 DE2335
 DE2335.Superseded values are not recommended for survey control.
 DE2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2335.See file dsdata.txt to determine how the superseded data were derived.
 DE2335
 DE2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0857504722(NAD 83)
 DE2335_MARKER: DD = SURVEY DISK
 DE2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2335+STABILITY: SURFACE MOTION
 DE2335
 DE2335  HISTORY     - Date     Condition        Report By
 DE2335  HISTORY     - 1980     MONUMENTED       GADT
 DE2335
 DE2335                          STATION DESCRIPTION
 DE2335
 DE2335'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2335'THE STATION IS LOCATED IN AUGUSTA ON COUNTY RIGHT OF WAY.
 DE2335'
 DE2335'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 BUSINESS
 DE2335'(13TH STREET) AND STATE ROUTE 28 (BROAD STREET) IN DOWNTOWN
 DE2335'AUGUSTA, GO SOUTH-SOUTHWEST ALONG 13TH STREET FOR 0.8 KM (0.5 MI)
 DE2335'TO THE JUNCTION OF WALTON WAY CROSSING.  TURN RIGHT GOING
 DE2335'WEST-NORTHWEST ALONG WALTON WAY FOR 1.6 KM (1.0 MI) TO THE
 DE2335'JUNCTION OF 15TH STREET
 DE2335'CROSSING.  TURN RIGHT GOING NORTHEAST ALONG 15TH STREET FOR 0.4
 DE2335'KM (0.25 MI) TO THE SOUTH END OF A BRIDGE OVER THE AUGUSTA CANAL
 DE2335'AND THE STATION ON THE RIGHT.
 DE2335'
 DE2335'THE STATION IS A STANDARD GADT DISK
 DE2335'STAMPED---121-212 1980 AZ MK---,
 DE2335'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2335'FLUSH WITH GROUND.  IT IS LOCATED
 DE2335'62.12 METERS (203.8 FT) NORTHWEST FROM A POWER POLE,
 DE2335'1.12 METERS (3.7 FT) SOUTHWEST FROM A WITNESS POST, AND
 DE2335'0.76 METER (2.5 FT) EAST-SOUTHEAST FROM THE SOUTHERNMOST POWER
 DE2335'POLE OF TWO POWER POLES.
 DE2335'
 DE2335'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2335'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1328 ***********************************************************************
 DF1328  DESIGNATION -  BV 121 213 GADT
 DF1328  PID         -  DF1328
 DF1328  STATE/COUNTY-  GA/RICHMOND
 DF1328  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1328
 DF1328                         *CURRENT SURVEY CONTROL
 DF1328  ___________________________________________________________________
 DF1328* NAD 83(1994)-  33 23 29.94084(N)    082 03 44.21269(W)     ADJUSTED  
 DF1328* NAVD 88     -        88.6    (meters)     291.     (feet)  VERTCON   
 DF1328  ___________________________________________________________________
 DF1328  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DF1328  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DF1328
 DF1328  HORZ ORDER  -  SECOND
 DF1328
 DF1328.The horizontal coordinates were established by classical geodetic methods
 DF1328.and adjusted by the National Geodetic Survey in September 1997..
 DF1328
 DF1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1328
 DF1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1328
 DF1328.The geoid height was determined by GEOID03.
 DF1328
 DF1328;                    North         East     Units Scale Factor Converg.
 DF1328;SPC GA E     -   376,039.030   209,710.851   MT  0.99990116   +0 03 26.8
 DF1328;SPC GA E     - 1,233,721.38    688,026.35   sFT  0.99990116   +0 03 26.8
 DF1328;UTM  17      - 3,695,210.773   401,204.604   MT  0.99972034   -0 35 04.9
 DF1328
 DF1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1328!SPC GA E     -   0.99999078  x   0.99990116  =   0.99989194
 DF1328!UTM  17      -   0.99999078  x   0.99972034  =   0.99971112
 DF1328
 DF1328:                Primary Azimuth Mark                     Grid Az
 DF1328:SPC GA E     -  W AUGUSTA WELDON DR TK                   001 37 34.1
 DF1328:UTM  17      -  W AUGUSTA WELDON DR TK                   002 16 05.8
 DF1328
 DF1328|---------------------------------------------------------------------|
 DF1328| PID    Reference Object                     Distance      Geod. Az  |
 DF1328|                                                           dddmmss.s |
 DF1328| DF1326 W AUGUSTA WELDON DR TK              APPROX. 3.2 KM 0014100.9 |
 DF1328| DF1327 BV 121 213 GADT RM 1                 26.743 METERS 03134     |
 DF1328| DF1325 BV 121 213 GADT AZ MK               376.366 METERS 03137     |
 DF1328|---------------------------------------------------------------------|
 DF1328
 DF1328                          SUPERSEDED SURVEY CONTROL
 DF1328
 DF1328  NAD 83(1986)-  33 23 29.94574(N)    082 03 44.20794(W) AD(       ) 2
 DF1328  NAD 27      -  33 23 29.44677(N)    082 03 44.78311(W) AD(       ) 2
 DF1328  NGVD 29 (07/19/86)   88.8    (m)          291.     (f) VERT ANG       
 DF1328
 DF1328.Superseded values are not recommended for survey control.
 DF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1328.See file dsdata.txt to determine how the superseded data were derived.
 DF1328
 DF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0120595211(NAD 83)
 DF1328_MARKER: DD = SURVEY DISK
 DF1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1328+STABILITY: SURFACE MOTION
 DF1328
 DF1328  HISTORY     - Date     Condition        Report By
 DF1328  HISTORY     - 1980     MONUMENTED       GADT
 DF1328
 DF1328                          STATION DESCRIPTION
 DF1328
 DF1328'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1328'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHWEST OF AUGUSTA,
 DF1328'9.2 KM (5-3/4 MI) NORTH-NORTHEAST OF HEPHZIBAH, AND 14.2 KM
 DF1328'(9 MI) EAST-SOUTHEAST OF GROVETOWN.
 DF1328'OWNERSHIP--ZIPPY MART STORE NUMBER 434, 3501 WINDSOR
 DF1328'SPRINGS ROAD, AUGUSTA, GEORGIA 30907.
 DF1328'
 DF1328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE
 DF1328'ROUTES 121 AND 21) AND INTERSTATE HIGHWAY 520 (BOBBY JONES
 DF1328'EXPRESSWAY) ABOUT 9.8 KM (6 MI) SOUTHWEST OF AUGUSTA, GO NORTH
 DF1328'ALONG U.S. HIGHWAY 25 (STATE ROUTES 121 AND 21) FOR 0.25 KM (0.15
 DF1328'MI) TO THE JUNCTION OF WINDSOR SPRINGS ROAD CROSSING.  TURN LEFT
 DF1328'GOING SOUTHWEST ALONG WINDSOR SPRINGS ROAD FOR 1.45 KM (0.9 MI) TO
 DF1328'THE JUNCTION OF RICHMOND HILL ROAD CROSSING.  CONTINUE GOING
 DF1328'SOUTHWEST ALONG WINDSOR SPRINGS ROAD FOR 2.15 KM (1.35 MI) TO THE
 DF1328'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG WINDSOR
 DF1328'SPRINGS ROAD FOR 0.4 KM (0.25 MI)TO THE JUNCTION OF THE DRIVEWAY
 DF1328'ENTRANCE TO WOODLAKE SUBDIVISION TO THE RIGHT AND THE STATION ON
 DF1328'THE RIGHT.
 DF1328'
 DF1328'THE STATION IS A STANDARD GADT DISK
 DF1328'STAMPED---121-213 1980---,
 DF1328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1328'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1328'13.62 METERS (44.7 FT) NORTHWEST FROM THE CENTERLINE OF WINDSOR
 DF1328'SPRINGS ROAD,
 DF1328'13.11 METERS (43.00 FT) SOUTHWEST FROM THE CENTERLINE OF WOODLAKE
 DF1328'ROAD,
 DF1328'5.00 METERS (16.4 FT) SOUTH-SOUTHEAST FROM A FIRE HYDRANT,
 DF1328'4.48 METERS (14.7 FT) NORTH-NORTHEAST FROM A METAL SIGN POLE
 DF1328'(ZIPPY MART) AND
 DF1328'4.39 METERS (14.4 FT) SOUTH FROM A WITNESS POST.
 DF1328'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1328'STAMPED---121-213 1980---,
 DF1328'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1328'
 DF1328'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1328'STAMPED---121-213 1980 RM 1---,
 DF1328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1328'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1328'13.41 METERS (44.00 FT) NORTHEAST FROM THE CENTERLINE OF WOODLAKE
 DF1328'ROAD,
 DF1328'12.65 METERS (41.50 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1328'WINDSOR SPRINGS ROAD,
 DF1328'3.05 METERS (10.00 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1328'2.87 METERS (9.4 FT) NORTH FROM A WITNESS POST.
 DF1328'MARK IS BELOW STATION 1.00 METERS.
 DF1328'
 DF1328'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1328'STAMPED---121-213 1980 AZ MK---,
 DF1328'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1328'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1328'30.21 METERS (99.10 FT) NORTHEAST FROM THE CENTER OF THE
 DF1328'EASTERNMOST AND NEAREST MANHOLE COVER,
 DF1328'12.50 METERS (41.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1328'WINDSOR SPRINGS ROAD, AND
 DF1328'0.91 METER (3.00 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1328'
 DF1328'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1328'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1328'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1325 ***********************************************************************
 DF1325  DESIGNATION -  BV 121 213 GADT AZ MK
 DF1325  PID         -  DF1325
 DF1325  STATE/COUNTY-  GA/RICHMOND
 DF1325  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1325
 DF1325                         *CURRENT SURVEY CONTROL
 DF1325  ___________________________________________________________________
 DF1325* NAD 83(1994)-  33 23 40.34304(N)    082 03 36.57654(W)     ADJUSTED  
 DF1325* NAVD 88     -        63.4    (meters)     208.     (feet)  VERTCON   
 DF1325  ___________________________________________________________________
 DF1325  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 DF1325  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 DF1325
 DF1325  HORZ ORDER  -  SECOND
 DF1325
 DF1325.The horizontal coordinates were established by classical geodetic methods
 DF1325.and adjusted by the National Geodetic Survey in September 1997..
 DF1325
 DF1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1325
 DF1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1325
 DF1325.The geoid height was determined by GEOID03.
 DF1325
 DF1325;                    North         East     Units Scale Factor Converg.
 DF1325;SPC GA E     -   376,359.677   209,907.852   MT  0.99990121   +0 03 31.0
 DF1325;SPC GA E     - 1,234,773.37    688,672.68   sFT  0.99990121   +0 03 31.0
 DF1325;UTM  17      - 3,695,529.134   401,405.150   MT  0.99971985   -0 35 00.8
 DF1325
 DF1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1325!SPC GA E     -   0.99999474  x   0.99990121  =   0.99989595
 DF1325!UTM  17      -   0.99999474  x   0.99971985  =   0.99971459
 DF1325
 DF1325                          SUPERSEDED SURVEY CONTROL
 DF1325
 DF1325  NAD 83(1986)-  33 23 40.34794(N)    082 03 36.57180(W) AD(       ) 2
 DF1325  NAD 27      -  33 23 39.84906(N)    082 03 37.14732(W) AD(       ) 2
 DF1325  NGVD 29 (07/19/86)   63.6    (m)          209.     (f) VERT ANG       
 DF1325
 DF1325.Superseded values are not recommended for survey control.
 DF1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1325.See file dsdata.txt to determine how the superseded data were derived.
 DF1325
 DF1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0140595529(NAD 83)
 DF1325_MARKER: DD = SURVEY DISK
 DF1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1325+STABILITY: SURFACE MOTION
 DF1325
 DF1325  HISTORY     - Date     Condition        Report By
 DF1325  HISTORY     - 1980     MONUMENTED       GADT
 DF1325
 DF1325                          STATION DESCRIPTION
 DF1325
 DF1325'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1325'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) SOUTHWEST OF AUGUSTA,
 DF1325'9.8 KM (6 MI) NORTH-NORTHEAST OF HEPHZIBAH, AND 14.2 KM
 DF1325'(9 MI) EAST-SOUTHEAST OF GROVETOWN ON
 DF1325'COUNTY RIGHT OF WAY.
 DF1325'
 DF1325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 (STATE
 DF1325'ROUTES 121 AND 21) AND INTERSTATE HIGHWAY 520 (BOBBY JONES
 DF1325'EXPRESSWAY) ABOUT 9.8 KM (6 MI) SOUTHWEST OF AUGUSTA, GO NORTH
 DF1325'ALONG U.S. HIGHWAY 25 (STATE ROUTES 121 AND 21) FOR 0.25 KM (0.15
 DF1325'MI) TO THE JUNCTION OF WINDSOR SPRINGS ROAD CROSSING.  TURN LEFT
 DF1325'GOING SOUTHWEST ALONG WINDSOR SPRINGS ROAD FOR 1.45 KM (0.9 MI) TO
 DF1325'THE JUNCTION OF RICHMOND HILL ROAD CROSSING.  CONTINUE GOING
 DF1325'SOUTHWEST ALONG WINDSOR SPRINGS ROAD FOR 2.15 KM (1.35 MI) TO THE
 DF1325'STATION ON THE RIGHT.
 DF1325'
 DF1325'THE STATION IS A STANDARD GADT DISK
 DF1325'STAMPED---121-213 1980 AZ MK---,
 DF1325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1325'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 DF1325'30.21 METERS (99.10 FT) NORTHEAST FROM THE CENTER OF THE
 DF1325'EASTERNMOST AND NEAREST MANHOLE COVER,
 DF1325'12.50 METERS (41.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1325'WINDSOR SPRINGS ROAD, AND
 DF1325'0.91 METER (3.00 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1325'
 DF1325'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1325'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1309 ***********************************************************************
 DF1309  DESIGNATION -  BV 121 214 GADT
 DF1309  PID         -  DF1309
 DF1309  STATE/COUNTY-  GA/RICHMOND
 DF1309  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1309
 DF1309                         *CURRENT SURVEY CONTROL
 DF1309  ___________________________________________________________________
 DF1309* NAD 83(1994)-  33 27 25.75521(N)    082 00 47.27024(W)     ADJUSTED  
 DF1309* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 DF1309  ___________________________________________________________________
 DF1309  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 DF1309  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF1309
 DF1309  HORZ ORDER  -  SECOND
 DF1309
 DF1309.The horizontal coordinates were established by classical geodetic methods
 DF1309.and adjusted by the National Geodetic Survey in September 1997..
 DF1309
 DF1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1309
 DF1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1309
 DF1309.The geoid height was determined by GEOID03.
 DF1309
 DF1309;                    North         East     Units Scale Factor Converg.
 DF1309;SPC GA E     -   383,309.159   214,272.564   MT  0.99990251   +0 05 04.7
 DF1309;SPC GA E     - 1,257,573.47    702,992.57   sFT  0.99990251   +0 05 04.7
 DF1309;UTM  17      - 3,702,427.927   405,846.708   MT  0.99970929   -0 33 30.9
 DF1309
 DF1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1309!SPC GA E     -   0.99999588  x   0.99990251  =   0.99989839
 DF1309!UTM  17      -   0.99999588  x   0.99970929  =   0.99970517
 DF1309
 DF1309|---------------------------------------------------------------------|
 DF1309| PID    Reference Object                     Distance      Geod. Az  |
 DF1309|                                                           dddmmss.s |
 DF1309| DF1308 BV 121 214 GADT RM 1                 25.000 METERS 06649     |
 DF1309| DF1312 BV 121 214 GADT AZ MK               APPROX. 0.6 KM 2483519.5 |
 DF1309|---------------------------------------------------------------------|
 DF1309
 DF1309                          SUPERSEDED SURVEY CONTROL
 DF1309
 DF1309  NAD 83(1986)-  33 27 25.75979(N)    082 00 47.26567(W) AD(       ) 2
 DF1309  NAD 27      -  33 27 25.26809(N)    082 00 47.84557(W) AD(       ) 2
 DF1309  NGVD 29 (07/19/86)   56.4    (m)          185.     (f) VERT ANG       
 DF1309
 DF1309.Superseded values are not recommended for survey control.
 DF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1309.See file dsdata.txt to determine how the superseded data were derived.
 DF1309
 DF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0584702428(NAD 83)
 DF1309_MARKER: DD = SURVEY DISK
 DF1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1309+STABILITY: SURFACE MOTION
 DF1309
 DF1309  HISTORY     - Date     Condition        Report By
 DF1309  HISTORY     - 1980     MONUMENTED       GADT
 DF1309
 DF1309                          STATION DESCRIPTION
 DF1309
 DF1309'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1309'THE STATION IS LOCATED IN AUGUSTA ON PROPERTY OF THE CITY OF
 DF1309'AUGUSTA.
 DF1309'
 DF1309'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF1309'(STATE ROUTES 10, 12, AND 4, AND U.S. HIGHWAYS 1 AND 78) AND
 DF1309'STATE ROUTE 4 IN AUGUSTA, GO NORTHEAST ALONG STATE ROUTE 4 FOR
 DF1309'1.29 KM (0.8 MI) TO THE JUNCTION OF STATE ROUTE 12 REVERSE
 DF1309'FORKING TO THE LEFT.  CONTINUE GOING EAST-NORTHEAST ALONG STATE
 DF1309'ROUTE 4 FOR 0.64 KM (0.4 MI) TO THE JUNCTION OF OLIVE ROAD
 DF1309'CROSSING.  TURN LEFT GOING NORTH ALONG OLIVE ROAD FOR 1.29 KM
 DF1309'(0.8 MI) TO THE JUNCTION OF WHITE ROAD TO THE LEFT, JUST
 DF1309'BEFORE A RAILROAD OVERPASS.  TURN LEFT GOING WEST ALONG WHITE
 DF1309'ROAD FOR 0.48 KM (0.3 MI) TO THE STATION ON THE LEFT.
 DF1309'
 DF1309'THE STATION IS A STANDARD GADT DISK
 DF1309'STAMPED---121-214 1980---,
 DF1309'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1309'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1309'6.40 METERS (21.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1309'WHITE ROAD,
 DF1309'16.76 METERS (55.0 FT) SOUTHWEST FROM THE POINT OF INTERSECTION
 DF1309'OF THE EDGE OF THE PAVEMENT OF WHITE ROAD AND THE CENTERLINE OF A
 DF1309'DIRT DRIVEWAY TO THE SOUTHEAST HEADING TO THE PARKING AREA OF
 DF1309'WHITE ROAD FELLOWSHIP CENTER CHURCH,
 DF1309'1.04 METERS (3.4 FT) EAST-NORTHEAST FROM A POWER POLE,
 DF1309'20.57 METERS (67.5 FT) WEST-NORTHWEST FROM ANOTHER POWER POLE
 DF1309'IN THE NORTHWEST CORNER OF THE CHURCH PARKING LOT, AND
 DF1309'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1309'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1309'STAMPED---121-214 1980---,
 DF1309'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1309'
 DF1309'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1309'STAMPED---121-214 1980 RM 1---,
 DF1309'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1309'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1309'22.37 METERS (73.4 FT) NORTH FROM THE POWER POLE IN THE NORTHWEST
 DF1309'CORNER OF THE CHURCH PARKING LOT,
 DF1309'6.25 METERS (20.5 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1309'WHITE ROAD,
 DF1309'26.37 METERS (86.5 FT) WEST-SOUTHWEST FROM ANOTHER POWER POLE ON
 DF1309'THE EAST SIDE OF A DIRT DRIVEWAY LOCATED NORTHEAST OF THE CHURCH
 DF1309'DRIVEWAY TO THE PARKING LOT,
 DF1309'0.88 METER (2.9 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1309'MARK IS LEVEL WITH STATION.
 DF1309'
 DF1309'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1309'STAMPED---121-214 1980 AZ MK---,
 DF1309'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1309'FLUSH WITH GROUND.  IT IS LOCATED
 DF1309'6.1 METERS (20.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF WHITE
 DF1309'ROAD,
 DF1309'3.75 METERS (12.3 FT) WEST-SOUTHWEST FROM A POWER POLE,
 DF1309'14.17 METERS (46.5 FT) NORTHEAST FROM ANOTHER POWER POLE LOCATED
 DF1309'ON THE WEST SIDE OF A DIRT DRIVEWAY, AND
 DF1309'0.98 METER (3.2 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1309'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING WEST ALONG
 DF1309'WHITE ROAD FOR 0.64 KM (0.4 MI) TO THE AZIMUTH MARK ON THE LEFT.
 DF1309'
 DF1309'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1309'
 DF1309'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1309'COUNTY, GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1312 ***********************************************************************
 DF1312  DESIGNATION -  BV 121 214 GADT AZ MK
 DF1312  PID         -  DF1312
 DF1312  STATE/COUNTY-  GA/RICHMOND
 DF1312  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1312
 DF1312                         *CURRENT SURVEY CONTROL
 DF1312  ___________________________________________________________________
 DF1312* NAD 83(1994)-  33 27 18.58432(N)    082 01 09.08525(W)     ADJUSTED  
 DF1312* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 DF1312  ___________________________________________________________________
 DF1312  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DF1312  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DF1312
 DF1312  HORZ ORDER  -  SECOND
 DF1312
 DF1312.The horizontal coordinates were established by classical geodetic methods
 DF1312.and adjusted by the National Geodetic Survey in September 1997..
 DF1312
 DF1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1312
 DF1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1312
 DF1312.The geoid height was determined by GEOID03.
 DF1312
 DF1312;                    North         East     Units Scale Factor Converg.
 DF1312;SPC GA E     -   383,087.437   213,709.570   MT  0.99990232   +0 04 52.7
 DF1312;SPC GA E     - 1,256,846.03    701,145.48   sFT  0.99990232   +0 04 52.7
 DF1312;UTM  17      - 3,702,212.580   405,281.370   MT  0.99971061   -0 33 42.9
 DF1312
 DF1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1312!SPC GA E     -   0.99999549  x   0.99990232  =   0.99989781
 DF1312!UTM  17      -   0.99999549  x   0.99971061  =   0.99970610
 DF1312
 DF1312                          SUPERSEDED SURVEY CONTROL
 DF1312
 DF1312  NAD 83(1986)-  33 27 18.58890(N)    082 01 09.08066(W) AD(       ) 2
 DF1312  NAD 27      -  33 27 18.09700(N)    082 01 09.65994(W) AD(       ) 2
 DF1312  NGVD 29 (07/19/86)   58.9    (m)          193.     (f) VERT ANG       
 DF1312
 DF1312.Superseded values are not recommended for survey control.
 DF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1312.See file dsdata.txt to determine how the superseded data were derived.
 DF1312
 DF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT0528102213(NAD 83)
 DF1312_MARKER: DD = SURVEY DISK
 DF1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1312+STABILITY: SURFACE MOTION
 DF1312
 DF1312  HISTORY     - Date     Condition        Report By
 DF1312  HISTORY     - 1980     MONUMENTED       GADT
 DF1312
 DF1312                          STATION DESCRIPTION
 DF1312
 DF1312'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1312'THE STATION IS LOCATED IN AUGUSTA ON PROPERTY OF THE CITY OF
 DF1312'
 DF1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF1312'(STATE ROUTES 10, 12, AND 4, AND U.S. HIGHWAYS 1 AND 78) AND
 DF1312'STATE ROUTE 4 IN AUGUSTA, GO NORTHEAST ALONG STATE ROUTE 4 FOR
 DF1312'1.29 KM (0.8 MI) TO THE JUNCTION OF STATE ROUTE 12 REVERSE
 DF1312'FORKING TO THE LEFT.  CONTINUE GOING EAST-NORTHEAST ALONG STATE
 DF1312'ROUTE 4 FOR 0.64 KM (0.4 MI) TO THE JUNCTION OF OLIVE ROAD
 DF1312'CROSSING.  TURN LEFT GOING NORTH ALONG OLIVE ROAD FOR 1.29 KM
 DF1312'(0.8 MI) TO THE JUNCTION OF WHITE ROAD TO THE LEFT, JUST
 DF1312'BEFORE A RAILROAD OVERPASS.  TURN LEFT GOING WEST ALONG WHITE
 DF1312'ROAD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE LEFT.
 DF1312'
 DF1312'THE STATION IS A STANDARD GADT DISK
 DF1312'STAMPED---121-214 1980 AZ MK---,
 DF1312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1312'FLUSH WITH GROUND.  IT IS LOCATED
 DF1312'6.1 METERS (20.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF WHITE
 DF1312'ROAD,
 DF1312'3.75 METERS (12.3 FT) WEST-SOUTHWEST FROM A POWER POLE,
 DF1312'14.17 METERS (46.5 FT) NORTHEAST FROM ANOTHER POWER POLE LOCATED
 DF1312'ON THE WEST SIDE OF A DIRT DRIVEWAY, AND
 DF1312'0.98 METER (3.2 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1312'
 DF1312'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1312'COUNTY, GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1378 ***********************************************************************
 DF1378  DESIGNATION -  BV 121 215 GADT
 DF1378  PID         -  DF1378
 DF1378  STATE/COUNTY-  GA/RICHMOND
 DF1378  USGS QUAD   -  BLYTHE (1980)
 DF1378
 DF1378                         *CURRENT SURVEY CONTROL
 DF1378  ___________________________________________________________________
 DF1378* NAD 83(1994)-  33 20 45.33679(N)    082 08 57.25456(W)     ADJUSTED  
 DF1378* NAVD 88     -       130.1    (meters)     427.     (feet)  VERTCON   
 DF1378  ___________________________________________________________________
 DF1378  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DF1378  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DF1378
 DF1378  HORZ ORDER  -  SECOND
 DF1378
 DF1378.The horizontal coordinates were established by classical geodetic methods
 DF1378.and adjusted by the National Geodetic Survey in September 1997..
 DF1378
 DF1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1378
 DF1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1378
 DF1378.The geoid height was determined by GEOID03.
 DF1378
 DF1378;                    North         East     Units Scale Factor Converg.
 DF1378;SPC GA E     -   370,963.581   201,622.275   MT  0.99990003   +0 00 34.5
 DF1378;SPC GA E     - 1,217,069.68    661,489.08   sFT  0.99990003   +0 00 34.5
 DF1378;UTM  17      - 3,690,227.085   393,061.072   MT  0.99974099   -0 37 54.4
 DF1378
 DF1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1378!SPC GA E     -   0.99998423  x   0.99990003  =   0.99988426
 DF1378!UTM  17      -   0.99998423  x   0.99974099  =   0.99972522
 DF1378
 DF1378|---------------------------------------------------------------------|
 DF1378| PID    Reference Object                     Distance      Geod. Az  |
 DF1378|                                                           dddmmss.s |
 DF1378| DF1377 BV 121 215 GADT RM 1                 24.192 METERS 02933     |
 DF1378| DF1379 BV 121 215 GADT AZ MK               APPROX. 0.7 KM 2173019.9 |
 DF1378|---------------------------------------------------------------------|
 DF1378
 DF1378                          SUPERSEDED SURVEY CONTROL
 DF1378
 DF1378  NAD 83(1986)-  33 20 45.34155(N)    082 08 57.25025(W) AD(       ) 2
 DF1378  NAD 27      -  33 20 44.83557(N)    082 08 57.81956(W) AD(       ) 2
 DF1378  NGVD 29 (07/19/86)  130.3    (m)          427.     (f) VERT ANG       
 DF1378
 DF1378.Superseded values are not recommended for survey control.
 DF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1378.See file dsdata.txt to determine how the superseded data were derived.
 DF1378
 DF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9306190227(NAD 83)
 DF1378_MARKER: DD = SURVEY DISK
 DF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1378+STABILITY: SURFACE MOTION
 DF1378
 DF1378  HISTORY     - Date     Condition        Report By
 DF1378  HISTORY     - 1980     MONUMENTED       GADT
 DF1378
 DF1378                          STATION DESCRIPTION
 DF1378
 DF1378'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1378'THE STATION IS LOCATED ABOUT 17 KM (10-1/2 MI) SOUTHEAST
 DF1378'OF HARLEM, 6 KM (3-3/4 MI) NORTHWEST OF HEPHZIBAH, AND 7.75 KM
 DF1378'(4-3/4 MI) NORTHEAST OF BLYTHE.
 DF1378'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1378'
 DF1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 DF1378'(STATE ROUTE 4) AND STATE ROUTE 88 APPROXIMATELY 1.6 KM (1 MI)
 DF1378'NORTH OF BLYTHE, GO NORTH ALONG U.S. HIGHWAY 1 FOR 3.7 KM
 DF1378'(2.3 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 58 (BATH ROAD)
 DF1378'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 FOR 2 KM
 DF1378'(1.25 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG
 DF1378'U.S. HIGHWAY 1 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF DIRT
 DF1378'COUNTY ROAD 73 (ETTERLEE ROAD) CROSSING AND THE STATION ON THE
 DF1378'RIGHT.
 DF1378'
 DF1378'THE STATION IS A STANDARD GADT DISK STAMPED---121-215 1980---,
 DF1378'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1378'FLUSH WITH GROUND.  IT IS LOCATED
 DF1378'19.05 METERS (62.50 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE
 DF1378'OF U.S. HIGHWAY 1,
 DF1378'14.69 METERS (48.20 FT) EAST-SOUTHEAST FROM THE INSIDE CORNER
 DF1378'OF AN L SHAPED CONCRETE HEADWALL,
 DF1378'5.55 METERS (18.20 FT) WEST-NORTHWEST FROM THE TOP CENTER OF
 DF1378'AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND
 DF1378'0.82 METER (2.7 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1378'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1378'STAMPED---121-215 1980---,
 DF1378'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1378'
 DF1378'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1378'STAMPED---121-215 1980 RM 1---,
 DF1378'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1378'FLUSH WITH GROUND.  IT IS LOCATED
 DF1378'16.98 METERS (55.70 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE
 DF1378'OF U.S. HIGHWAY 1,
 DF1378'35.17 METERS (115.4 FT) EAST-NORTHEAST FROM THE INSIDE CORNER
 DF1378'OF AN L SHAPED CONCRETE HEADWALL,
 DF1378'23.47 METERS (77.00 FT) NORTH-NORTHEAST FROM THE TOP CENTER
 DF1378'OF THE UNDERGROUND TELEPHONE CABLE PEDESTAL, AND
 DF1378'0.79 METER (2.6 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1378'MARK IS BELOW STATION 0.3 METERS.
 DF1378'
 DF1378'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1378'STAMPED---121-215 1980 AZ MK---,
 DF1378'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1378'FLUSH WITH GROUND.  IT IS LOCATED
 DF1378'19.72 METERS (64.70 FT) NORTH-NORTHWEST FROM THE CENTERLINE
 DF1378'OF U.S. HIGHWAY 1,
 DF1378'1.25 METERS (4.1 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DF1378'1.02 METERS (3.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1378'
 DF1378'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1378'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1378'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1379 ***********************************************************************
 DF1379  DESIGNATION -  BV 121 215 GADT AZ MK
 DF1379  PID         -  DF1379
 DF1379  STATE/COUNTY-  GA/RICHMOND
 DF1379  USGS QUAD   -  BLYTHE (1980)
 DF1379
 DF1379                         *CURRENT SURVEY CONTROL
 DF1379  ___________________________________________________________________
 DF1379* NAD 83(1994)-  33 20 26.68042(N)    082 09 14.31325(W)     ADJUSTED  
 DF1379* NAVD 88     -       138.9    (meters)     456.     (feet)  VERTCON   
 DF1379  ___________________________________________________________________
 DF1379  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 DF1379  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DF1379
 DF1379  HORZ ORDER  -  SECOND
 DF1379
 DF1379.The horizontal coordinates were established by classical geodetic methods
 DF1379.and adjusted by the National Geodetic Survey in September 1997..
 DF1379
 DF1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1379
 DF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1379
 DF1379.The geoid height was determined by GEOID03.
 DF1379
 DF1379;                    North         East     Units Scale Factor Converg.
 DF1379;SPC GA E     -   370,388.800   201,181.295   MT  0.99990002   +0 00 25.1
 DF1379;SPC GA E     - 1,215,183.92    660,042.30   sFT  0.99990002   +0 00 25.1
 DF1379;UTM  17      - 3,689,657.366   392,613.757   MT  0.99974217   -0 38 03.5
 DF1379
 DF1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1379!SPC GA E     -   0.99998284  x   0.99990002  =   0.99988286
 DF1379!UTM  17      -   0.99998284  x   0.99974217  =   0.99972502
 DF1379
 DF1379                          SUPERSEDED SURVEY CONTROL
 DF1379
 DF1379  NAD 83(1986)-  33 20 26.68519(N)    082 09 14.30894(W) AD(       ) 2
 DF1379  NAD 27      -  33 20 26.17870(N)    082 09 14.87771(W) AD(       ) 2
 DF1379  NGVD 29 (07/19/86)  139.1    (m)          456.     (f) VERT ANG       
 DF1379
 DF1379.Superseded values are not recommended for survey control.
 DF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1379.See file dsdata.txt to determine how the superseded data were derived.
 DF1379
 DF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9261489657(NAD 83)
 DF1379_MARKER: DD = SURVEY DISK
 DF1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1379+STABILITY: SURFACE MOTION
 DF1379
 DF1379  HISTORY     - Date     Condition        Report By
 DF1379  HISTORY     - 1980     MONUMENTED       GADT
 DF1379
 DF1379                          STATION DESCRIPTION
 DF1379
 DF1379'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1379'THE STATION IS LOCATED ABOUT 17 KM (10-1/2 MI) SOUTHEAST OF
 DF1379'HARLEM, 6 KM (3-3/4 MI) NORTHWEST OF HEPHZIBAH, AND 6.75 KM
 DF1379'(4-1/4 MI) NORTHEAST OF BLYTHE.
 DF1379'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1379'
 DF1379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (STATE
 DF1379'ROUTE 4) AND STATE ROUTE 88 APPROXIMATELY 1.6 KM (1 MI) NORTH
 DF1379'OF BLYTHE, GO NORTH ALONG U.S. HIGHWAY 1 FOR 3.7 KM (2.3 MI) TO
 DF1379'THE JUNCTION OF PAVED COUNTY ROAD 58 (BATH ROAD) CROSSING.
 DF1379'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 1 FOR 2 KM (1.25 MI)
 DF1379'TO THE STATION ON THE LEFT.
 DF1379'
 DF1379'THE STATION IS A STANDARD GADT DISK
 DF1379'STAMPED---121-215 1980 AZ MK---,
 DF1379'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1379'FLUSH WITH GROUND.  IT IS LOCATED
 DF1379'19.72 METERS (64.70 FT) NORTH-NORTHWEST FROM THE CENTERLINE
 DF1379'OF U.S. HIGHWAY 1,
 DF1379'1.25 METERS (4.1 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DF1379'1.02 METERS (3.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1379'
 DF1379'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1379'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1314 ***********************************************************************
 DF1314  DESIGNATION -  BV 121 216 GADT
 DF1314  PID         -  DF1314
 DF1314  STATE/COUNTY-  GA/RICHMOND
 DF1314  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1314
 DF1314                         *CURRENT SURVEY CONTROL
 DF1314  ___________________________________________________________________
 DF1314* NAD 83(1994)-  33 22 33.17619(N)    082 01 47.26270(W)     ADJUSTED  
 DF1314* NAVD 88     -        96.6    (meters)     317.     (feet)  VERTCON   
 DF1314  ___________________________________________________________________
 DF1314  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 DF1314  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DF1314
 DF1314  HORZ ORDER  -  SECOND
 DF1314
 DF1314.The horizontal coordinates were established by classical geodetic methods
 DF1314.and adjusted by the National Geodetic Survey in September 1997..
 DF1314
 DF1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1314
 DF1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1314
 DF1314.The geoid height was determined by GEOID03.
 DF1314
 DF1314;                    North         East     Units Scale Factor Converg.
 DF1314;SPC GA E     -   374,293.860   212,735.298   MT  0.99990200   +0 04 31.1
 DF1314;SPC GA E     - 1,227,995.77    697,949.06   sFT  0.99990200   +0 04 31.1
 DF1314;UTM  17      - 3,693,432.153   404,208.751   MT  0.99971313   -0 33 59.6
 DF1314
 DF1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1314!SPC GA E     -   0.99998954  x   0.99990200  =   0.99989154
 DF1314!UTM  17      -   0.99998954  x   0.99971313  =   0.99970267
 DF1314
 DF1314|---------------------------------------------------------------------|
 DF1314| PID    Reference Object                     Distance      Geod. Az  |
 DF1314|                                                           dddmmss.s |
 DF1314| DF1352 BV 121 216 GADT AZ MK               357.907 METERS 21208     |
 DF1314| DF1315 BV 121 216 GADT RM 1                 18.695 METERS 26823     |
 DF1314|---------------------------------------------------------------------|
 DF1314
 DF1314                          SUPERSEDED SURVEY CONTROL
 DF1314
 DF1314  NAD 83(1986)-  33 22 33.18106(N)    082 01 47.25767(W) AD(       ) 2
 DF1314  NAD 27      -  33 22 32.67955(N)    082 01 47.83521(W) AD(       ) 2
 DF1314  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG       
 DF1314
 DF1314.Superseded values are not recommended for survey control.
 DF1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1314.See file dsdata.txt to determine how the superseded data were derived.
 DF1314
 DF1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0420993432(NAD 83)
 DF1314_MARKER: DD = SURVEY DISK
 DF1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1314+STABILITY: SURFACE MOTION
 DF1314
 DF1314  HISTORY     - Date     Condition        Report By
 DF1314  HISTORY     - 1980     MONUMENTED       GADT
 DF1314
 DF1314                          STATION DESCRIPTION
 DF1314
 DF1314'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1314'THE STATION IS LOCATED ABOUT 9.2 KM (5-3/4 MI) NORTHEAST OF
 DF1314'HEPHZIBAH, 12.5 KM (7-3/4 MI) SOUTH-SOUTHWEST OF AUGUSTA, AND
 DF1314'14.5 KM (9 MI) WEST-SOUTHWEST OF BEECH ISLAND, SOUTH CAROLINA.
 DF1314'ONWERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1314'
 DF1314'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1314'(BOBBY JONES EXPRESSWAY PRESENTLY UNDER CONSTRUCTION) AND U.S.
 DF1314'HIGHWAY 25 ( STATE ROUTE 121) GO SOUTH ALONG U.S. HIGHWAY 25 FOR
 DF1314'3.6 KM (2.25 MI) TO THE STATION ON THE LEFT, ON THE EAST SIDE OF
 DF1314'THE NORTH BOUND LANE.
 DF1314'
 DF1314'THE STATION IS A STANDARD GADT DISK
 DF1314'STAMPED---121-216 1980---,
 DF1314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1314'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1314'13.35 METERS (43.80 FT) NORTH-NORTHEAST FROM A POWER POLE,
 DF1314'3.96 METERS (13.00 FT) EAST-SOUTHEAST FROM THE BACK EDGE OF THE
 DF1314'CONCRETE CURB AND GUTTER,
 DF1314'3.93 METERS (12.90 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 DF1314'OF A CONCRETE DEAD END DRIVE, AND
 DF1314'1.01 METERS (3.300 FT) NORTHWEST FROM A WITNESS POST.
 DF1314'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1314'STAMPED---121-216 1980---,
 DF1314'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1314'
 DF1314'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1314'STAMPED---121-216 1980 RM 1---,
 DF1314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1314'FLUSH WITH GROUND.  IT IS LOCATED
 DF1314'7.38 METERS (24.20 FT) NORTHEAST FROM THE CENTER OF THE RADIUS OF
 DF1314'THE CONCRETE CURB IN THE MEDIAN,
 DF1314'1.98 METERS (6.500 FT) NORTHWEST FROM THE BACK SIDE OF THE
 DF1314'CONCRETE CURB OF THE NORTH BOUND LANE,
 DF1314'1.62 METERS (5.300 FT) SOUTHEAST FROM THE BACK SIDE OF THE
 DF1314'CONCRETE CURB OF THE SOUTH BOUND LANE, AND
 DF1314'0.89 METER (2.900 FT) SOUTHWEST FROM A WITNESS POST.
 DF1314'MARK IS ABOVE STATION 0.200 METERS.
 DF1314'
 DF1314'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1314'STAMPED---121-216 1980 AZ MK---,
 DF1314'SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE MEDIAN STRIP OF
 DF1314'U.S. HIGHWAY 25, AND IS SET FLUSH WITH THE CONCRETE OF THE MEDIAN.
 DF1314'IT IS LOCATED
 DF1314'1.71 METERS (5.600 FT) NORTHEAST FROM A WITNESS SIGN ATTACHED TO
 DF1314'THE BACK OF A ROAD SIGN IN THE CONCRETE MEDIAN STRIP.
 DF1314'0.64 METER (2.100 FT) NORTHWEST FROM THE FACE OF THE CURB ON THE
 DF1314'SOUTH SIDE OF THE MEDIAN STRIP, AND
 DF1314'0.61 METER (2.000 FT) SOUTHEAST FROM THE FACE OF THE CURB ON THE
 DF1314'NORTH SIDE OF THE MEDIAN STRIP.
 DF1314'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 DF1314'U.S. HIGHWAY 25 FOR 0.4 KM (0.25 MI) TO THE MARK SET IN THE
 DF1314'CONCRETE MEDIAN STRIP AT THE JUNCTION OF U.S. HIGHWAY 25 AND
 DF1314'TOBACCO ROAD.
 DF1314'
 DF1314'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1314'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1314'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1352 ***********************************************************************
 DF1352  DESIGNATION -  BV 121 216 GADT AZ MK
 DF1352  PID         -  DF1352
 DF1352  STATE/COUNTY-  GA/RICHMOND
 DF1352  USGS QUAD   -  HEPHZIBAH (1980)
 DF1352
 DF1352                         *CURRENT SURVEY CONTROL
 DF1352  ___________________________________________________________________
 DF1352* NAD 83(1994)-  33 22 23.33857(N)    082 01 54.62708(W)     ADJUSTED  
 DF1352* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 DF1352  ___________________________________________________________________
 DF1352  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DF1352  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF1352
 DF1352  HORZ ORDER  -  SECOND
 DF1352
 DF1352.The horizontal coordinates were established by classical geodetic methods
 DF1352.and adjusted by the National Geodetic Survey in September 1997..
 DF1352
 DF1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1352
 DF1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1352
 DF1352.The geoid height was determined by GEOID03.
 DF1352
 DF1352;                    North         East     Units Scale Factor Converg.
 DF1352;SPC GA E     -   373,990.558   212,545.350   MT  0.99990194   +0 04 27.0
 DF1352;SPC GA E     - 1,227,000.69    697,325.87   sFT  0.99990194   +0 04 27.0
 DF1352;UTM  17      - 3,693,131.055   404,015.454   MT  0.99971359   -0 34 03.5
 DF1352
 DF1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1352!SPC GA E     -   0.99998911  x   0.99990194  =   0.99989106
 DF1352!UTM  17      -   0.99998911  x   0.99971359  =   0.99970271
 DF1352
 DF1352                          SUPERSEDED SURVEY CONTROL
 DF1352
 DF1352  NAD 83(1986)-  33 22 23.34343(N)    082 01 54.62201(W) AD(       ) 2
 DF1352  NAD 27      -  33 22 22.84165(N)    082 01 55.19932(W) AD(       ) 2
 DF1352  NGVD 29 (07/19/86)   99.5    (m)          326.     (f) VERT ANG       
 DF1352
 DF1352.Superseded values are not recommended for survey control.
 DF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1352.See file dsdata.txt to determine how the superseded data were derived.
 DF1352
 DF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0401593131(NAD 83)
 DF1352_MARKER: DD = SURVEY DISK
 DF1352_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF1352+WITH SETTING: PAVEMENT
 DF1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1352+STABILITY: SURFACE MOTION
 DF1352
 DF1352  HISTORY     - Date     Condition        Report By
 DF1352  HISTORY     - 1980     MONUMENTED       GADT
 DF1352
 DF1352                          STATION DESCRIPTION
 DF1352
 DF1352'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1352'THE STATION IS LOCATED ABOUT 9.2 KM (5-3/4 MI) NORTHEAST OF
 DF1352'HEPHZIBAH, 12.5 KM (7-3/4 MI) SOUTH-SOUTHWEST OF AUGUSTA, AND
 DF1352'14.5 KM (9 MI) WEST OF BEECH ISLAND, SOUTH CAROLINA.
 DF1352'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1352'
 DF1352'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY520
 DF1352'(BOBBY JONES EXPRESSWAY, NOW UNDER CONSTRUCTION) AND U.S. HIGHWAY 25
 DF1352'(STATE ROUTE 121), GO SOUTH ALONG U.S. HIGHWAY 25 FOR 4.0 KM (2.5
 DF1352'MI) TO THE STATION ON THE LEFT IN THE CONCRETE MEDIAN STRIP OF
 DF1352'U.S. HIGHWAY 25 AT THE JUNCTION OF TOBACCO ROAD CROSSING.
 DF1352'
 DF1352'THE STATION IS A STANDARD GADT DISK
 DF1352'STAMPED---121-216 1980 AZ MK---,
 DF1352'SET INTO A 3/4 INCH DRILL HOLE IN THE CONCRETE MEDIAN STRIP OF
 DF1352'U.S. HIGHWAY 25, AND FLUSH WITH THE SURFACE OF THE CONCRETE.
 DF1352'IT IS LOCATED
 DF1352'1.71 METERS (5.600 FT) NORTHEAST FROM A WITNESS SIGN ATTACHED TO
 DF1352'THE BACK OF A ROAD SIGN IN THE CONCRETE MEDIAN STRIP,
 DF1352'0.64 METER (2.100 FT) NORTHWEST FROM THE FACE OF THE CONCRETE
 DF1352'CURB ON THE SOUTH SIDE OF THE MEDIAN STRIP, AND
 DF1352'0.61 METER (2.000 FT) SOUTHEAST FROM THE FACE OF THE CONCRETE
 DF1352'CURB ON THE NORTH SIDE OF THE MEDIAN STRIP.
 DF1352'
 DF1352'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1352'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2304 ***********************************************************************
 DE2304  DESIGNATION -  BV 121 217 GADT
 DE2304  PID         -  DE2304
 DE2304  STATE/COUNTY-  GA/RICHMOND
 DE2304  USGS QUAD   -  MECHANIC HILL (1981)
 DE2304
 DE2304                         *CURRENT SURVEY CONTROL
 DE2304  ___________________________________________________________________
 DE2304* NAD 83(1994)-  33 19 54.36510(N)    081 59 43.88922(W)     ADJUSTED  
 DE2304* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 DE2304  ___________________________________________________________________
 DE2304  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 DE2304  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DE2304
 DE2304  HORZ ORDER  -  SECOND
 DE2304
 DE2304.The horizontal coordinates were established by classical geodetic methods
 DE2304.and adjusted by the National Geodetic Survey in September 1997..
 DE2304
 DE2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2304
 DE2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2304
 DE2304.The geoid height was determined by GEOID03.
 DE2304
 DE2304;                    North         East     Units Scale Factor Converg.
 DE2304;SPC GA E     -   369,406.317   215,932.049   MT  0.99990313   +0 05 38.5
 DE2304;SPC GA E     - 1,211,960.56    708,437.06   sFT  0.99990313   +0 05 38.5
 DE2304;UTM  17      - 3,688,510.077   407,349.975   MT  0.99970583   -0 32 49.4
 DE2304
 DE2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2304!SPC GA E     -   0.99999095  x   0.99990313  =   0.99989408
 DE2304!UTM  17      -   0.99999095  x   0.99970583  =   0.99969678
 DE2304
 DE2304:                Primary Azimuth Mark                     Grid Az
 DE2304:SPC GA E     -  BV 121 217 GADT AZ MK                    000 59 45.7
 DE2304:UTM  17      -  BV 121 217 GADT AZ MK                    001 38 13.6
 DE2304
 DE2304|---------------------------------------------------------------------|
 DE2304| PID    Reference Object                     Distance      Geod. Az  |
 DE2304|                                                           dddmmss.s |
 DE2304| DE2303 BV 121 217 GADT AZ MK               APPROX. 0.8 KM 0010524.2 |
 DE2304| DE2305 BV 121 217 GADT RM 1                 18.568 METERS 25754     |
 DE2304|---------------------------------------------------------------------|
 DE2304
 DE2304                          SUPERSEDED SURVEY CONTROL
 DE2304
 DE2304  NAD 83(1986)-  33 19 54.37038(N)    081 59 43.88363(W) AD(       ) 2
 DE2304  NAD 27      -  33 19 53.86507(N)    081 59 44.46422(W) AD(       ) 2
 DE2304  NGVD 29 (07/19/86)   88.0    (m)          289.     (f) VERT ANG       
 DE2304
 DE2304.Superseded values are not recommended for survey control.
 DE2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2304.See file dsdata.txt to determine how the superseded data were derived.
 DE2304
 DE2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0735088510(NAD 83)
 DE2304_MARKER: DD = SURVEY DISK
 DE2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2304+STABILITY: SURFACE MOTION
 DE2304
 DE2304  HISTORY     - Date     Condition        Report By
 DE2304  HISTORY     - 1980     MONUMENTED       GADT
 DE2304
 DE2304                          STATION DESCRIPTION
 DE2304
 DE2304'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2304'THE STATION IS LOCATED ABOUT 9.8 KM (6 MI) EAST OF HEPHZIBAH,
 DE2304'10.8 KM (6-3/4 MI) NORTH-NORTHWEST OF MCBEAN, AND 16 KM (10 MI)
 DE2304'SOUTH OF AUGUSTA.
 DE2304'OWNERSHIP--GOSHEN PLANTATION COUNTRY CLUB, KENNETH K. BADKE,
 DE2304'GENERAL MANAGER, GOSHEN CLUBHOUSE DRIVE, AUGUSTA, GEORGIA 30906.
 DE2304'BUSINESS PHONE 404-793-1035, RESIDENCE PHONE 404-793-8068.
 DE2304'
 DE2304'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND U. S.
 DE2304'HIGHWAY 25 (STATE ROUTE 21) APPROXIMATELY 3.2 KM (2 MI) EAST-
 DE2304'NORTHEAST OF HEPHZIBAH, GO NORTH ALONG U.S. HIGHWAY 25 FOR 0.5 KM
 DE2304'(0.3 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 92168 (MCELMURRAY
 DE2304'ROAD) TO THE RIGHT.  TURN RIGHT AND GO EAST ALONG COUNTY ROAD
 DE2304'92168 FOR 1.5 KM (0.95 MI) TO THE JUNCTION OF COUNTY PAVED ROAD
 DE2304'92168 SPUR (BROWNS ROAD) TO THE LEFT.  CONTINUE EAST ALONG
 DE2304'COUNTY ROAD 92168 (BROWNS ROAD) FOR 3.15 KM (1.95 MI) TO THE
 DE2304'JUNCTION OF COUNTY PAVED ROAD 92170 (WAYNESBORO ROAD)
 DE2304'CROSSING.  TURN LEFT AND GO NORTH ALONG COUNTY ROAD 92170 FOR
 DE2304'2.2 KM (1.35 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 4 (GOSHEN
 DE2304'ROAD) TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 4
 DE2304'FOR 1.15 KM (0.7 MI) TO THE AZIMUTH MARK ON THE RIGHT AT A POWER
 DE2304'LINE CROSSING.  TURN RIGHT GOING SOUTH ALONG A DIRT TRACK ROAD
 DE2304'FOLLOWING ALONG THE POWER LINE AND PASSING THROUGH A LOCKED GATE
 DE2304'FOR 0.9 KM (0.55 MI) TO THE STATION ON THE LEFT NEAR A POWER POLE.
 DE2304'
 DE2304'THE STATION IS A STANDARD GADT DISK
 DE2304'STAMPED---121-217 1980---,
 DE2304'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2304'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2304'12.80 METERS (42.00 FT) EAST FROM THE CENTERLINE OF THE DIRT
 DE2304'TRACK ROAD ALONG THE POWER LINE,
 DE2304'9.75 METERS (32.00 FT) SOUTH FROM THE CENTERLINE OF THE DIRT
 DE2304'TRACK ROAD CROSSING THE POWER LINE,
 DE2304'26.27 METERS (86.20 FT) SOUTHWEST FROM A POWER POLE,
 DE2304'3.78 METERS (12.40 FT) EAST-SOUTHEAST FROM ANOTHER POWER POLE, AND
 DE2304'1.13 METERS (3.700 FT) SOUTH FROM A WITNESS POST.
 DE2304'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2304'STAMPED---121-217 1980---,
 DE2304'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DE2304'
 DE2304'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2304'STAMPED---121-217 1980 RM 1---,
 DE2304'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2304'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DE2304'5.48 METERS (18.00 FT) WEST FROM THE CENTERLINE OF THE DIRT
 DE2304'TRACK ROAD ALONG THE POWER LINE,
 DE2304'41.57 METERS (136.4 FT) WEST-SOUTHWEST FROM THE POWER POLE,
 DE2304'15.12 METERS (49.60 FT) WEST-SOUTHWEST FROM THE OTHER POWER
 DE2304'POLE, AND
 DE2304'0.98 METER (3.200 FT) EAST FROM A WITNESS POST.
 DE2304'MARK IS BELOW STATION 1.500 METERS.
 DE2304'
 DE2304'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2304'STAMPED---121-217 1980 AZ MK---,
 DE2304'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2304'FLUSH WITH GROUND.  IT IS LOCATED
 DE2304'28.65 METERS (94.00 FT) SOUTH FROM THE CENTERLINE OF GOSHEN ROAD,
 DE2304'35.81 METERS (117.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 DE2304'3.44 METERS (11.30 FT) NORTHEAST FROM ANOTHER POWER POLE, AND
 DE2304'0.76 METER (1.500 FT) WEST FROM A WITNESS POST.
 DE2304'
 DE2304'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2304'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2304'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2303 ***********************************************************************
 DE2303  DESIGNATION -  BV 121 217 GADT AZ MK
 DE2303  PID         -  DE2303
 DE2303  STATE/COUNTY-  GA/RICHMOND
 DE2303  USGS QUAD   -  MECHANIC HILL (1981)
 DE2303
 DE2303                         *CURRENT SURVEY CONTROL
 DE2303  ___________________________________________________________________
 DE2303* NAD 83(1994)-  33 20 19.16632(N)    081 59 43.32701(W)     ADJUSTED  
 DE2303* NAVD 88     -        47.8    (meters)     157.     (feet)  VERTCON   
 DE2303  ___________________________________________________________________
 DE2303  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DE2303  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DE2303
 DE2303  HORZ ORDER  -  SECOND
 DE2303
 DE2303.The horizontal coordinates were established by classical geodetic methods
 DE2303.and adjusted by the National Geodetic Survey in September 1997..
 DE2303
 DE2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2303
 DE2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2303
 DE2303.The geoid height was determined by GEOID03.
 DE2303
 DE2303;                    North         East     Units Scale Factor Converg.
 DE2303;SPC GA E     -   370,170.353   215,945.332   MT  0.99990313   +0 05 38.9
 DE2303;SPC GA E     - 1,214,467.23    708,480.64   sFT  0.99990313   +0 05 38.9
 DE2303;UTM  17      - 3,689,273.766   407,371.803   MT  0.99970578   -0 32 49.5
 DE2303
 DE2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2303!SPC GA E     -   0.99999722  x   0.99990313  =   0.99990035
 DE2303!UTM  17      -   0.99999722  x   0.99970578  =   0.99970301
 DE2303
 DE2303                          SUPERSEDED SURVEY CONTROL
 DE2303
 DE2303  NAD 83(1986)-  33 20 19.17158(N)    081 59 43.32153(W) AD(       ) 2
 DE2303  NAD 27      -  33 20 18.66691(N)    081 59 43.90214(W) AD(       ) 2
 DE2303  NGVD 29 (07/19/86)   48.0    (m)          157.     (f) VERT ANG       
 DE2303
 DE2303.Superseded values are not recommended for survey control.
 DE2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2303.See file dsdata.txt to determine how the superseded data were derived.
 DE2303
 DE2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0737289274(NAD 83)
 DE2303_MARKER: DD = SURVEY DISK
 DE2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2303+STABILITY: SURFACE MOTION
 DE2303
 DE2303  HISTORY     - Date     Condition        Report By
 DE2303  HISTORY     - 1980     MONUMENTED       GADT
 DE2303
 DE2303                          STATION DESCRIPTION
 DE2303
 DE2303'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2303'THE STATION IS LOCATED ABOUT 15.2 KM (9-1/2 MI) SOUTH OF
 DE2303'AUGUSTA, 9.8 KM (6 MI) EAST OF HEPHZIBAH, AND 11.2 KM (7 MI)
 DE2303'NORTH-NORTHWEST OF MCBEAN.
 DE2303'OWNERSHIP--GOSHEN PLANTATION COUNTRY CLUB, KENNETH K. BADKE,
 DE2303'GENERAL MANAGER, GOSHEN CLUBHOUSE DRIVE, AUGUSTA, GEORGIA 30906
 DE2303'BUSINESS PHONE 404-793-1035, RESIDENCE PHONE 404-793-8068.
 DE2303'
 DE2303'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 88 AND U. S.
 DE2303'HIGHWAY 25 (STATE ROUTE 21) APPROXIMATELY 3.2 KM (2 MI) EAST-
 DE2303'NORTHEAST OF HEPHZIBAH, GO NORTH ALONG U.S. HIGHWAY 25 FOR
 DE2303'0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 92168
 DE2303'(MCELMURRAY ROAD) TO THE RIGHT.  TURN RIGHT GOING EAST ALONG
 DE2303'COUNTY ROAD 92168 FOR 1.5 KM (0.95 MI) TO THE JUNCTION OF
 DE2303'COUNTY PAVED ROAD 92168 SPUR (BROWNS ROAD) TO THE LEFT.  CONTINUE
 DE2303'EAST ALONG COUNTY ROAD 92168 (BROWNS ROAD) FOR 3.15 KM (1.95 MI)
 DE2303'TO THE JUNCTION OF COUNTY PAVED ROAD 92170 (WAYNESBORO ROAD)
 DE2303'CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 92170 FOR
 DE2303'2.2 KM (1.35 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 4 (GOSHEN
 DE2303'ROAD) TO THE RIGHT.  TURN RIGHT AND GO EAST ALONG COUNTY ROAD 4
 DE2303'FOR 1.15 KM (0.7 MI) TO THE STATION ON THE RIGHT AT A POWER LINE
 DE2303'CROSSING.
 DE2303'
 DE2303'THE STATION IS A STANDARD GADT DISK
 DE2303'STAMPED---121-217 1980 AZ MK---,
 DE2303'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2303'FLUSH WITH GROUND.  IT IS LOCATED
 DE2303'28.65 METERS (94.00 FT) SOUTH FROM THE CENTERLINE OF GOSHEN ROAD,
 DE2303'35.81 METERS (117.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE TO THE
 DE2303'NORTH OF GOSHEN ROAD,
 DE2303'3.44 METERS (11.30 FT) NORTHEAST FROM ANOTHER POWER POLE, AND
 DE2303'0.76 METER (1.500 FT) WEST FROM A WITNESS POST.
 DE2303'
 DE2303'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2303'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1336 ***********************************************************************
 DF1336  DESIGNATION -  BV 121 218 GADT
 DF1336  PID         -  DF1336
 DF1336  STATE/COUNTY-  GA/RICHMOND
 DF1336  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1336
 DF1336                         *CURRENT SURVEY CONTROL
 DF1336  ___________________________________________________________________
 DF1336* NAD 83(1994)-  33 24 27.79948(N)    082 05 47.18671(W)     ADJUSTED  
 DF1336* NAVD 88     -        94.4    (meters)     310.     (feet)  VERTCON   
 DF1336  ___________________________________________________________________
 DF1336  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 DF1336  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DF1336
 DF1336  HORZ ORDER  -  SECOND
 DF1336
 DF1336.The horizontal coordinates were established by classical geodetic methods
 DF1336.and adjusted by the National Geodetic Survey in September 1997..
 DF1336
 DF1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1336
 DF1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1336
 DF1336.The geoid height was determined by GEOID03.
 DF1336
 DF1336;                    North         East     Units Scale Factor Converg.
 DF1336;SPC GA E     -   377,818.741   206,531.833   MT  0.99990053   +0 02 19.2
 DF1336;SPC GA E     - 1,239,560.32    677,596.52   sFT  0.99990053   +0 02 19.2
 DF1336;UTM  17      - 3,697,025.687   398,046.293   MT  0.99972815   -0 36 13.5
 DF1336
 DF1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1336!SPC GA E     -   0.99998985  x   0.99990053  =   0.99989038
 DF1336!UTM  17      -   0.99998985  x   0.99972815  =   0.99971800
 DF1336
 DF1336:                Primary Azimuth Mark                     Grid Az
 DF1336:SPC GA E     -  AUGUSTA LUMPKIN RD TK                    053 07 55.2
 DF1336:UTM  17      -  AUGUSTA LUMPKIN RD TK                    053 46 27.9
 DF1336
 DF1336|---------------------------------------------------------------------|
 DF1336| PID    Reference Object                     Distance      Geod. Az  |
 DF1336|                                                           dddmmss.s |
 DF1336| DF1324 AUGUSTA LUMPKIN RD TK               APPROX. 4.3 KM 0531014.4 |
 DF1336| DF1337 BV 121 218 GADT RM 1                 17.636 METERS 23337     |
 DF1336| DF1340 BV 121 218 GADT AZ MK               APPROX. 0.8 KM 2502950.6 |
 DF1336|---------------------------------------------------------------------|
 DF1336
 DF1336                          SUPERSEDED SURVEY CONTROL
 DF1336
 DF1336  NAD 83(1986)-  33 24 27.80435(N)    082 05 47.18193(W) AD(       ) 2
 DF1336  NAD 27      -  33 24 27.30652(N)    082 05 47.75389(W) AD(       ) 2
 DF1336  NGVD 29 (07/19/86)   94.6    (m)          310.     (f) VERT ANG       
 DF1336
 DF1336.Superseded values are not recommended for survey control.
 DF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1336.See file dsdata.txt to determine how the superseded data were derived.
 DF1336
 DF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9804697026(NAD 83)
 DF1336_MARKER: DD = SURVEY DISK
 DF1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1336+STABILITY: SURFACE MOTION
 DF1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF1336+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF1336
 DF1336  HISTORY     - Date     Condition        Report By
 DF1336  HISTORY     - 1980     MONUMENTED       GADT
 DF1336  HISTORY     - 20040301 GOOD             GADT
 DF1336  HISTORY     - 20050411 GOOD             GADT
 DF1336
 DF1336                          STATION DESCRIPTION
 DF1336
 DF1336'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1336'THE STATION IS LOCATED 10.5 KM (6-1/2 MI) NORTH OF HEPHZIBAH,
 DF1336'11 KM (6-3/4 MI) EAST-SOUTHEAST OF GROVETOWN, AND 12.2 KM
 DF1336'(7-1/2 MI) SOUTH OF MARTINEZ ON STATE RIGHT OF WAY.
 DF1336'
 DF1336'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1336'(BOBBY JONES EXPRESSWAY) AND U.S. HIGHWAY 1 (STATE ROUTE 4) ABOUT
 DF1336'10.5 KM (6-1/2 MI) SOUTHWEST OF AUGUSTA, GO SOUTH ALONG U.S.
 DF1336'HIGHWAY 1 (STATE ROUTE 4) FOR 2 KM (1.25 MI) TO THE JUNCTION OF
 DF1336'BARTON CHAPEL ROAD TO THE RIGHT AND MEADOW BROOK DRIVE TO THE
 DF1336'LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 DF1336'FOR 2.15 KM (1.35 MI) TO THE STATION ON THE LEFT ON THE SOUTH SIDE
 DF1336'OF U.S. HIGHWAY 1 (STATE ROUTE 4).
 DF1336'
 DF1336'THE STATION IS A STANDARD GADT DISK
 DF1336'STAMPED---121-218 1980---,
 DF1336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1336'FLUSH WITH GROUND.  IT IS LOCATED
 DF1336'17.98 METERS (59.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1336'NORTH BOUND LANE OF THE HIGHWAY,
 DF1336'4.09 METERS (13.4 FT) WEST FROM A POWER POLE,
 DF1336'37.18 METERS (122.0 FT) WEST-SOUTHWEST FROM A FIRE HYDRANT, AND
 DF1336'3.50 METERS (11.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1336'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1336'STAMPED---121-218 1980---,
 DF1336'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1336'
 DF1336'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1336'STAMPED---121-218 1980 RM 1---,
 DF1336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1336'FLUSH WITH GROUND.  IT IS LOCATED
 DF1336'21.64 METERS (71.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1336'NORTH BOUND LANE OF THE HIGHWAY,
 DF1336'46.03 METERS (151.0 FT) EAST FROM A POWER POLE,
 DF1336'21.70 METERS (71.2 FT) WEST-SOUTHWEST FROM ANOTHER POWER POLE, AND
 DF1336'0.91 METER (3.0 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1336'MARK IS ABOVE STATION 0.2 METERS.
 DF1336'
 DF1336'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1336'STAMPED---121-218 1980 AZ MK---,
 DF1336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1336'FLUSH WITH GROUND.  IT IS LOCATED
 DF1336'34.93 METERS (114.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1336'THE SOUTH BOUND LANE OF THE HIGHWAY,
 DF1336'43.58 METERS (143.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 DF1336'WEST END OF AN ASPHALT DITCH,
 DF1336'37.31 METERS (122.4 FT) EAST-NORTHEAST FROM A 10 INCH PINE TREE, AND
 DF1336'0.59 METER (1.9 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1336'TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING SOUTH ALONG
 DF1336'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 0.08 KM (0.05 MI) TO THE
 DF1336'AZIMUTH MARK ON THE RIGHT ON A TEN FOOT CUT BANK.
 DF1336'
 DF1336'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1336'
 DF1336'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1336'COUNTY GA 1973.  REVISED DECEMBER 1973.
 DF1336
 DF1336                          STATION RECOVERY (2004)
 DF1336
 DF1336'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DF1336'RECOVERED IN GOOD CONDITION.
 DF1336
 DF1336                          STATION RECOVERY (2005)
 DF1336
 DF1336'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1340 ***********************************************************************
 DF1340  DESIGNATION -  BV 121 218 GADT AZ MK
 DF1340  PID         -  DF1340
 DF1340  STATE/COUNTY-  GA/RICHMOND
 DF1340  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1340
 DF1340                         *CURRENT SURVEY CONTROL
 DF1340  ___________________________________________________________________
 DF1340* NAD 83(1994)-  33 24 19.03377(N)    082 06 16.69280(W)     ADJUSTED  
 DF1340* NAVD 88     -       103.1    (meters)     338.     (feet)  VERTCON   
 DF1340  ___________________________________________________________________
 DF1340  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DF1340  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DF1340
 DF1340  HORZ ORDER  -  SECOND
 DF1340
 DF1340.The horizontal coordinates were established by classical geodetic methods
 DF1340.and adjusted by the National Geodetic Survey in September 1997..
 DF1340
 DF1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1340
 DF1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1340
 DF1340.The geoid height was determined by GEOID03.
 DF1340
 DF1340;                    North         East     Units Scale Factor Converg.
 DF1340;SPC GA E     -   377,548.223   205,769.657   MT  0.99990041   +0 02 02.9
 DF1340;SPC GA E     - 1,238,672.79    675,095.95   sFT  0.99990041   +0 02 02.9
 DF1340;UTM  17      - 3,696,763.776   397,281.264   MT  0.99973008   -0 36 29.6
 DF1340
 DF1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1340!SPC GA E     -   0.99998848  x   0.99990041  =   0.99988889
 DF1340!UTM  17      -   0.99998848  x   0.99973008  =   0.99971857
 DF1340
 DF1340                          SUPERSEDED SURVEY CONTROL
 DF1340
 DF1340  NAD 83(1986)-  33 24 19.03864(N)    082 06 16.68801(W) AD(       ) 2
 DF1340  NAD 27      -  33 24 18.54052(N)    082 06 17.25911(W) AD(       ) 2
 DF1340  NGVD 29 (07/19/86)  103.3    (m)          339.     (f) VERT ANG       
 DF1340
 DF1340.Superseded values are not recommended for survey control.
 DF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1340.See file dsdata.txt to determine how the superseded data were derived.
 DF1340
 DF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9728196764(NAD 83)
 DF1340_MARKER: DD = SURVEY DISK
 DF1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1340+STABILITY: SURFACE MOTION
 DF1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1340+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF1340
 DF1340  HISTORY     - Date     Condition        Report By
 DF1340  HISTORY     - 1980     MONUMENTED       GADT
 DF1340  HISTORY     - 20040301 GOOD             GADT
 DF1340  HISTORY     - 20050411 GOOD             GADT
 DF1340
 DF1340                          STATION DESCRIPTION
 DF1340
 DF1340'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1340'THE STATION IS LOCATED 10.2 KM (6-1/2 MI) NORTH OF HEPHZIBAH,
 DF1340'10.8 KM (6-3/4 MI) EAST-SOUTHEAST OF GROVETOWN, AND 12.2 KM
 DF1340'(7-1/2 MI) SOUTH OF MARTINEZ ON STATE RIGHT OF WAY.
 DF1340'
 DF1340'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1340'(BOBBY JONES EXPRESSWAY) AND U.S. HIGHWAY 1 (STATE ROUTE 4) ABOUT
 DF1340'10.5 KM (6-1/2 MI) SOUTHWEST OF AUGUSTA, GO SOUTH ALONG U.S.
 DF1340'HIGHWAY 1 (STATE ROUTE 4) FOR 2 KM (1.25 MI) TO THE JUNCTION OF
 DF1340'BARTON CHAPEL ROAD TO THE RIGHT AND MEADOW BROOK DRIVE TO THE
 DF1340'LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 1 (STATE ROUTE 4)
 DF1340'FOR 2.25 KM (1.4 MI) TO THE STATION
 DF1340'ON THE RIGHT ON A 10 FOOT CUT BANK.
 DF1340'
 DF1340'THE STATION IS A STANDARD GADT DISK
 DF1340'STAMPED---121-218 1980 AZ MK---,
 DF1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1340'FLUSH WITH GROUND.  IT IS LOCATED
 DF1340'34.93 METERS (114.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1340'THE SOUTH BOUND LANE OF THE HIGHWAY,
 DF1340'43.58 METERS (143.0 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 DF1340'WEST END OF AN ASPHALT DITCH,
 DF1340'37.31 METERS (122.4 FT) EAST-NORTHEAST FROM A 10 INCH PINE TREE, AND
 DF1340'0.59 METER (1.9 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1340'
 DF1340'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1340'COUNTY GA 1973.  REVISED DECEMBER 1973.
 DF1340
 DF1340                          STATION RECOVERY (2004)
 DF1340
 DF1340'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DF1340'RECOVERED IN GOOD CONDITION.
 DF1340
 DF1340                          STATION RECOVERY (2005)
 DF1340
 DF1340'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1389 ***********************************************************************
 DF1389  DESIGNATION -  BV 121 219 GADT
 DF1389  PID         -  DF1389
 DF1389  STATE/COUNTY-  GA/RICHMOND
 DF1389  USGS QUAD   -  GROVETOWN (1980)
 DF1389
 DF1389                         *CURRENT SURVEY CONTROL
 DF1389  ___________________________________________________________________
 DF1389* NAD 83(1994)-  33 25 49.26161(N)    082 07 33.77342(W)     ADJUSTED  
 DF1389* NAVD 88     -       189.0    (meters)     620.     (feet)  VERTCON   
 DF1389  ___________________________________________________________________
 DF1389  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DF1389  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DF1389
 DF1389  HORZ ORDER  -  SECOND
 DF1389
 DF1389.The horizontal coordinates were established by classical geodetic methods
 DF1389.and adjusted by the National Geodetic Survey in September 1997..
 DF1389
 DF1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1389
 DF1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1389
 DF1389.The geoid height was determined by GEOID03.
 DF1389
 DF1389;                    North         East     Units Scale Factor Converg.
 DF1389;SPC GA E     -   380,326.780   203,777.016   MT  0.99990018   +0 01 20.6
 DF1389;SPC GA E     - 1,247,788.78    668,558.43   sFT  0.99990018   +0 01 20.6
 DF1389;UTM  17      - 3,699,564.036   395,320.238   MT  0.99973510   -0 37 13.5
 DF1389
 DF1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1389!SPC GA E     -   0.99997499  x   0.99990018  =   0.99987517
 DF1389!UTM  17      -   0.99997499  x   0.99973510  =   0.99971009
 DF1389
 DF1389:                Primary Azimuth Mark                     Grid Az
 DF1389:SPC GA E     -  BV 121 219 GADT AZ MK                    242 31 59.7
 DF1389:UTM  17      -  BV 121 219 GADT AZ MK                    243 10 33.8
 DF1389
 DF1389|---------------------------------------------------------------------|
 DF1389| PID    Reference Object                     Distance      Geod. Az  |
 DF1389|                                                           dddmmss.s |
 DF1389| DF1393 BV 121 219 GADT AZ MK               APPROX. 1.1 KM 2423320.3 |
 DF1389|---------------------------------------------------------------------|
 DF1389
 DF1389                          SUPERSEDED SURVEY CONTROL
 DF1389
 DF1389  NAD 83(1986)-  33 25 49.26631(N)    082 07 33.76909(W) AD(       ) 2
 DF1389  NAD 27      -  33 25 48.76889(N)    082 07 34.34218(W) AD(       ) 2
 DF1389  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 DF1389
 DF1389.Superseded values are not recommended for survey control.
 DF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1389.See file dsdata.txt to determine how the superseded data were derived.
 DF1389
 DF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9532099564(NAD 83)
 DF1389_MARKER: DD = SURVEY DISK
 DF1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1389+STABILITY: SURFACE MOTION
 DF1389
 DF1389  HISTORY     - Date     Condition        Report By
 DF1389  HISTORY     - 1980     MONUMENTED       GADT
 DF1389
 DF1389                          STATION DESCRIPTION
 DF1389
 DF1389'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1389'THE STATION IS LOCATED ABOUT 16 KM (10 MI) WEST-SOUTHWEST OF
 DF1389'AUGUSTA, 7.2 KM (4-1/2 MI) EAST-SOUTHEAST OF GROVETOWN, AND
 DF1389'13.2 KM (8-1/4 MI) NORTH-NORTHWEST OF HEPHZIBAH.
 DF1389'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1389'RESERVATION, DWIGHT DAVID EISENHOWER HOSPITAL.  PERMISSION
 DF1389'GRANTED BY COLONEL CHARLES BRADFORD, PHONE 404-791-4601 BEFORE
 DF1389'4 PM.
 DF1389'
 DF1389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1389'(U.S. HIGHWAY 278, STATE ROUTE 10 , AND STATE ROUTE 12) AND
 DF1389'INTERSTATE 520 (BOBBY JONES EXPRESSWAY) APPROXIMATELY 10.65 KM
 DF1389'(6.6 MI) WEST-SOUTHWEST OF AUGUSTA, GO WEST ALONG U.S. HIGHWAY 78
 DF1389'FOR 4.45 KM (2.75 MI) TO THE JUNCTION OF PAVED 7TH AVENUE
 DF1389'(AT FORT GORDON GATE 1) TO THE LEFT.  TURN LEFT GOING SOUTH ALONG
 DF1389'7TH AVENUE FOR 2.35 KM (1.45 MI) TO THE JUNCTION OF PAVED EAST
 DF1389'HOSPITAL ROAD TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG EAST
 DF1389'HOSPITAL ROAD FOR 0.5 KM (0.3 MI) TO THE HOSPITAL SUPPORT BUILDING
 DF1389'AND THE HOSPITAL ON THE RIGHT.  PARK HERE AND OBTAIN ASSISTANCE
 DF1389'FROM MR. DON SEGREST OF HOSPITAL SUPPORT FOR THE DIRECTIONS AND
 DF1389'KEYS TO THE PENTHOUSE ON THE ROOF OF THE DWIGHT D. EWISENHOWER
 DF1389'HOSPITAL, WHERE THE STATION IS LOCATED.
 DF1389'
 DF1389'THE STATION IS A STANDARD GADT DISK
 DF1389'STAMPED---121-219 1980---,
 DF1389'SET INTO A 2 FOOT BY 2 FOOT BY 4 INCH POURED CONCRETE SLAB
 DF1389'ANCHORED TO THE CONCRETE ROOF OF THE BUILDING WITH STEEL
 DF1389'REINFORCEMENT RODS AND IS SET FLUSH WITH THE TOP OF THE BUILDINGS
 DF1389'INSULATED ROOFING MATERIAL.
 DF1389'IT IS LOCATED
 DF1389'21.46 METERS (70.40 FT) NORTHEAST FROM THE SOUTHWEST OUTSIDE
 DF1389'CORNER OF THE TOP OF THE BUILDING,
 DF1389'20.30 METERS (66.60 FT) EAST-SOUTHEAST FROM THE NORTHWEST OUTSIDE
 DF1389'CORNER OF THE TOP OF THE BUILDING,
 DF1389'16.46 METERS (54.00 FT) WEST-NORTHWEST FROM THE CENTER OF THE
 DF1389'ENTRANCE OPENING TO THE ROOF,
 DF1389'9.08 METERS (29.80 FT) NORTH FROM THE SOUTH OUTSIDE EDGE OF THE
 DF1389'TOP OF THE BUILDING, AND
 DF1389'5.79 METERS (19.00 FT) SOUTH FROM THE NORTH OUTSIDE EDGE OF THE
 DF1389'TOP OF THE BUILDING.
 DF1389'THE UNDERGROUND MARK IS SET INTO A 3/4 INCH DRILL HOLE IN THE
 DF1389'ORIGINAL CONCRETE ROOF OF THE BUILDING, FLUSH WITH THE SURFACE OF
 DF1389'THE CONCRETE ROOF AND 4 INCHES BELOW THE INSULATED ROOFING
 DF1389'MATERIAL OF THE BUILDING.
 DF1389'
 DF1389'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1389'STAMPED---121-219 1980 AZ MK---,
 DF1389'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1389'FLUSH WITH GROUND.  IT IS LOCATED
 DF1389'48.87 METERS (160.3 FT) SOUTH FROM A POWER POLE,
 DF1389'31.21 METERS (102.4 FT) NORTH FROM ANOTHER POWER POLE,
 DF1389'1.12 METERS (3.700 FT) EAST FROM ANOTHER POWER POLE IN THE MEDIAN
 DF1389'STRIP OF THE PARKING LOT, AND
 DF1389'1.12 METERS (3.700 FT) WEST FROM A WITNESS POST.
 DF1389'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG PAVED
 DF1389'EAST HOSPITAL ROAD FOR 0.5 KM (0.3 MI) TO ITS TERMINATION AT THE
 DF1389'JUNCTION OF 7TH AVENUE.  TURN RIGHT GOING WEST ALONG 7TH AVENUE
 DF1389'FOR 0.9 KM (0.55 MI) TO THE MARK ON THE RIGHT, IN THE MEDIAN
 DF1389'STRIP OF A PARKING LOT BEHIND THE MILITARY POLICE HEADQUARTERS
 DF1389'BUILDING.
 DF1389'
 DF1389'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1389'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1389'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1393 ***********************************************************************
 DF1393  DESIGNATION -  BV 121 219 GADT AZ MK
 DF1393  PID         -  DF1393
 DF1393  STATE/COUNTY-  GA/RICHMOND
 DF1393  USGS QUAD   -  GROVETOWN (1980)
 DF1393
 DF1393                         *CURRENT SURVEY CONTROL
 DF1393  ___________________________________________________________________
 DF1393* NAD 83(1994)-  33 25 32.38124(N)    082 08 12.53304(W)     ADJUSTED  
 DF1393* NAVD 88     -       142.9    (meters)     469.     (feet)  VERTCON   
 DF1393  ___________________________________________________________________
 DF1393  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DF1393  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DF1393
 DF1393  HORZ ORDER  -  SECOND
 DF1393
 DF1393.The horizontal coordinates were established by classical geodetic methods
 DF1393.and adjusted by the National Geodetic Survey in September 1997..
 DF1393
 DF1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1393
 DF1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1393
 DF1393.The geoid height was determined by GEOID03.
 DF1393
 DF1393;                    North         East     Units Scale Factor Converg.
 DF1393;SPC GA E     -   379,806.427   202,776.009   MT  0.99990009   +0 00 59.2
 DF1393;SPC GA E     - 1,246,081.59    665,274.29   sFT  0.99990009   +0 00 59.2
 DF1393;UTM  17      - 3,699,055.029   394,313.621   MT  0.99973771   -0 37 34.6
 DF1393
 DF1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1393!SPC GA E     -   0.99998222  x   0.99990009  =   0.99988231
 DF1393!UTM  17      -   0.99998222  x   0.99973771  =   0.99971993
 DF1393
 DF1393                          SUPERSEDED SURVEY CONTROL
 DF1393
 DF1393  NAD 83(1986)-  33 25 32.38594(N)    082 08 12.52868(W) AD(       ) 2
 DF1393  NAD 27      -  33 25 31.88785(N)    082 08 13.10048(W) AD(       ) 2
 DF1393  NGVD 29 (07/19/86)  143.1    (m)          469.     (f) VERT ANG       
 DF1393
 DF1393.Superseded values are not recommended for survey control.
 DF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1393.See file dsdata.txt to determine how the superseded data were derived.
 DF1393
 DF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9431499055(NAD 83)
 DF1393_MARKER: DD = SURVEY DISK
 DF1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1393+STABILITY: SURFACE MOTION
 DF1393
 DF1393  HISTORY     - Date     Condition        Report By
 DF1393  HISTORY     - 1980     MONUMENTED       GADT
 DF1393
 DF1393                          STATION DESCRIPTION
 DF1393
 DF1393'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1393'THE STATION IS LOCATED ABOUT 16.5 KM (10-1/4 MI) WEST-SOUTHWEST
 DF1393'OF AUGUSTA, 6.8 KM (4-1/4 MI) EAST-SOUTHEAST OF GROVETOWN, AND
 DF1393'13 KM (8 MI) NORTH-NORTHWEST OF HEPHZIBAH.
 DF1393'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1393'RESERVATION.
 DF1393'
 DF1393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1393'(U.S. HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND
 DF1393'INTERSTATE 520 (BOBBY JONES EXPRESSWAY) APPROXIMATELY 10.65 KM
 DF1393'(6.6 MI) WEST-SOUTHWEST OF AUGUSTA, GO WEST ALONG U.S. HIGHWAY 78
 DF1393'FOR 4.45 KM (2.75 MI) TO THE JUNCTION OF PAVED 7TH AVENUE
 DF1393'(ENTRANCE TO FORT GORDON GATE 1) TO THE LEFT.  TURN LEFT
 DF1393'GOING SOUTH ALONG 7TH AVENUE FOR 3.25 KM (2 MI) TO THE STATION
 DF1393'ON THE RIGHT, IN A MEDIAN STRIP OF THE PARKING LOT BEHIND THE
 DF1393'MILITARY POLICE HEADQUARTERS BUILDING.
 DF1393'
 DF1393'THE STATION IS A STANDARD GADT DISK
 DF1393'STAMPED---121-219 1980 AZ MK---,
 DF1393'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1393'FLUSH WITH GROUND.  IT IS LOCATED
 DF1393'48.87 METERS (160.3 FT) SOUTH FROM A POWER POLE,
 DF1393'31.21 METERS (102.4 FT) NORTH FROM ANOTHER POWER POLE,
 DF1393'1.12 METERS (3.700 FT) EAST FROM ANOTHER POWER POLE IN THE MEDIAN
 DF1393'STRIP OF THE PARKING LOT, AND
 DF1393'1.12 METERS (3.700 FT) WEST FROM A WITNESS POST.
 DF1393'
 DF1393'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1393'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1586 ***********************************************************************
 DF1586  DESIGNATION -  BV 121 220 GADT
 DF1586  PID         -  DF1586
 DF1586  STATE/COUNTY-  GA/RICHMOND
 DF1586  USGS QUAD   -  AVONDALE (1977)
 DF1586
 DF1586                         *CURRENT SURVEY CONTROL
 DF1586  ___________________________________________________________________
 DF1586* NAD 83(1994)-  33 21 24.66342(N)    082 16 18.88826(W)     ADJUSTED  
 DF1586* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 DF1586  ___________________________________________________________________
 DF1586  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DF1586  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DF1586
 DF1586  HORZ ORDER  -  SECOND
 DF1586
 DF1586.The horizontal coordinates were established by classical geodetic methods
 DF1586.and adjusted by the National Geodetic Survey in September 1997..
 DF1586
 DF1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1586
 DF1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1586
 DF1586.The geoid height was determined by GEOID03.
 DF1586
 DF1586;                    North         East     Units Scale Factor Converg.
 DF1586;SPC GA E     -   372,179.866   190,205.116   MT  0.99990118   -0 03 28.3
 DF1586;SPC GA E     - 1,221,060.11    624,031.28   sFT  0.99990118   -0 03 28.3
 DF1586;UTM  17      - 3,691,570.922   381,659.886   MT  0.99977266   -0 41 58.0
 DF1586
 DF1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1586!SPC GA E     -   0.99998236  x   0.99990118  =   0.99988354
 DF1586!UTM  17      -   0.99998236  x   0.99977266  =   0.99975502
 DF1586
 DF1586:                Primary Azimuth Mark                     Grid Az
 DF1586:SPC GA E     -  BV 121 220 GADT AZ MK                    249 35 28.4
 DF1586:UTM  17      -  BV 121 220 GADT AZ MK                    250 13 58.1
 DF1586
 DF1586|---------------------------------------------------------------------|
 DF1586| PID    Reference Object                     Distance      Geod. Az  |
 DF1586|                                                           dddmmss.s |
 DF1586| DF1588 BV 121 220 GADT AZ MK               457.473 METERS 2493200.1 |
 DF1586| DF1587 BV 121 220 GADT RM 1                 21.344 METERS 25255     |
 DF1586|---------------------------------------------------------------------|
 DF1586
 DF1586                          SUPERSEDED SURVEY CONTROL
 DF1586
 DF1586  NAD 83(1986)-  33 21 24.66825(N)    082 16 18.88451(W) AD(       ) 2
 DF1586  NAD 27      -  33 21 24.16016(N)    082 16 19.44712(W) AD(       ) 2
 DF1586  NGVD 29 (07/19/86)  141.9    (m)          466.     (f) VERT ANG       
 DF1586
 DF1586.Superseded values are not recommended for survey control.
 DF1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1586.See file dsdata.txt to determine how the superseded data were derived.
 DF1586
 DF1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8166091571(NAD 83)
 DF1586_MARKER: DD = SURVEY DISK
 DF1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1586+STABILITY: SURFACE MOTION
 DF1586
 DF1586  HISTORY     - Date     Condition        Report By
 DF1586  HISTORY     - 1980     MONUMENTED       GADT
 DF1586
 DF1586                          STATION DESCRIPTION
 DF1586
 DF1586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1586'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) SOUTHEAST OF
 DF1586'HARLEM, 9.8 KM (6 MI) NORTHWEST OF BLYTHE, AND 12 KM (7-1/2 MI)
 DF1586'SOUTHWEST OF GROVETOWN.
 DF1586'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1586'RESERVATION.
 DF1586'
 DF1586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U. S.
 DF1586'HIGHWAY 278) AND THE PAVED ENTRANCE ROAD TO FORT GORDON (GATE 3)
 DF1586'APPROXIMATELY 2.8 KM (1.75 MI) SOUTHEAST OF GROVETOWN, GO
 DF1586'SOUTHEAST ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.1 MI) TO THE
 DF1586'JUNCTION OF PAVED 13-TH AVENUE FORKING TO THE LEFT AND PAVED 11-TH
 DF1586'STREET FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG 11-TH
 DF1586'STREET FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF PAVED 6-TH AVENUE
 DF1586'CROSSING.  TURN RIGHT GOING WEST ALONG 6-TH AVENUE FOR 0.3 KM
 DF1586'(0.2 MI) TO THE JUNCTION OF A PAVED STREET CROSSING AND PAVED
 DF1586'RANGE ROAD AHEAD TO THE
 DF1586'SOUTHWEST.  CONTINUE AHEAD SOUTHWEST ALONG RANGE ROAD FOR
 DF1586'1.85 KM (1.15 MI) TO THE JUNCTION OF NORTH RANGE ROAD REVERSE
 DF1586'FORKING TO THE EAST.  CONTINUE WEST THEN SOUTHWEST ALONG RANGE
 DF1586'ROAD FOR 6.3 KM (3.9 MI) TO THE JUNCTION OF PAVED GIBSON ROAD
 DF1586'FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG GIBSON
 DF1586'ROAD FOR 4.0 KM (2.5 MI) TO THE JUNCTION OF DIRT JONES CHAPEL
 DF1586'ROAD FORKING TO THE LEFT AND LEITNER CEMETERY ON THE LEFT.
 DF1586'CONTINUE WEST ALONG GIBSON ROAD FOR 0.9 KM (0.55 MI) TO THE
 DF1586'STATION ON THE RIGHT.
 DF1586'
 DF1586'THE STATION IS A STANDARD GADT DISK
 DF1586'STAMPED---121-220 1980---,
 DF1586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1586'FLUSH WITH GROUND.  IT IS LOCATED
 DF1586'19.20 METERS (63.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1586'GIBSON ROAD,
 DF1586'45.87 METERS (150.5 FT) EAST-NORTHEAST FROM A POWER POLE,
 DF1586'0.91 METER (3.000 FT) SOUTH-SOUTHEAST FROM ANOTHER POWER POLE, AND
 DF1586'1.34 METERS (4.400 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1586'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1586'STAMPED---121-220 1980---,
 DF1586'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1586'
 DF1586'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1586'STAMPED---121-220 1980 RM 1---,
 DF1586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1586'FLUSH WITH GROUND.  IT IS LOCATED
 DF1586'19.36 METERS (63.50 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1586'GIBSON ROAD,
 DF1586'21.19 METERS (69.50 FT) WEST-SOUTHWEST FROM THE POWER POLE,
 DF1586'24.63 METERS (80.80 FT) EAST FROM THE OTHER POWER POLE, AND
 DF1586'1.13 METERS (3.700 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1586'MARK IS LEVEL WITH STATION.
 DF1586'
 DF1586'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1586'STAMPED---121-220 1980 AZ MK---,
 DF1586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1586'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1586'13.72 METERS (45.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1586'GIBSON ROAD,
 DF1586'1.49 METERS (4.900 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1586'1.02 METERS (3.350 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1586'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG GIBSON
 DF1586'ROAD FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF PAVED HARLEM ROAD TO
 DF1586'THE LEFT AND DIRT HARLEM ROAD TO THE RIGHT, AND THE END OF
 DF1586'PAVEMENT ON GIBSON ROAD.  CONTINUE GOING WEST ALONG DIRT GIBSON
 DF1586'ROAD FOR 0.15 KM (0.1 MI) TO THE MARK ON THE LEFT NEAR A
 DF1586'POWER POLE.
 DF1586'
 DF1586'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1586'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1586'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1588 ***********************************************************************
 DF1588  DESIGNATION -  BV 121 220 GADT AZ MK
 DF1588  PID         -  DF1588
 DF1588  STATE/COUNTY-  GA/RICHMOND
 DF1588  USGS QUAD   -  AVONDALE (1977)
 DF1588
 DF1588                         *CURRENT SURVEY CONTROL
 DF1588  ___________________________________________________________________
 DF1588* NAD 83(1994)-  33 21 19.47102(N)    082 16 35.46536(W)     ADJUSTED  
 DF1588* NAVD 88     -       131.1    (meters)     430.     (feet)  VERTCON   
 DF1588  ___________________________________________________________________
 DF1588  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DF1588  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DF1588
 DF1588  HORZ ORDER  -  SECOND
 DF1588
 DF1588.The horizontal coordinates were established by classical geodetic methods
 DF1588.and adjusted by the National Geodetic Survey in September 1997..
 DF1588
 DF1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1588
 DF1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1588
 DF1588.The geoid height was determined by GEOID03.
 DF1588
 DF1588;                    North         East     Units Scale Factor Converg.
 DF1588;SPC GA E     -   372,020.354   189,776.402   MT  0.99990129   -0 03 37.4
 DF1588;SPC GA E     - 1,220,536.78    622,624.75   sFT  0.99990129   -0 03 37.4
 DF1588;UTM  17      - 3,691,416.240   381,229.467   MT  0.99977392   -0 42 07.0
 DF1588
 DF1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1588!SPC GA E     -   0.99998402  x   0.99990129  =   0.99988531
 DF1588!UTM  17      -   0.99998402  x   0.99977392  =   0.99975794
 DF1588
 DF1588                          SUPERSEDED SURVEY CONTROL
 DF1588
 DF1588  NAD 83(1986)-  33 21 19.47586(N)    082 16 35.46162(W) AD(       ) 2
 DF1588  NAD 27      -  33 21 18.96766(N)    082 16 36.02375(W) AD(       ) 2
 DF1588  NGVD 29 (07/19/86)  131.3    (m)          431.     (f) VERT ANG       
 DF1588
 DF1588.Superseded values are not recommended for survey control.
 DF1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1588.See file dsdata.txt to determine how the superseded data were derived.
 DF1588
 DF1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8122991416(NAD 83)
 DF1588_MARKER: DD = SURVEY DISK
 DF1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1588+STABILITY: SURFACE MOTION
 DF1588
 DF1588  HISTORY     - Date     Condition        Report By
 DF1588  HISTORY     - 1980     MONUMENTED       GADT
 DF1588
 DF1588                          STATION DESCRIPTION
 DF1588
 DF1588'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1588'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) SOUTHEAST OF
 DF1588'HARLEM, 9.8 KM (6 MI) NORTHWEST OF BLYTHE, AND 12 KM (7-1/2 MI)
 DF1588'SOUTHWEST OF GROVETOWN.
 DF1588'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1588'RESERVATION.
 DF1588'
 DF1588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U. S.
 DF1588'HIGHWAY 278) AND THE PAVED ENTRANCE ROAD TO FORT GORDON (GATE 3)
 DF1588'APPROXIMATELY 2.8 KM (1.75 MI) SOUTHEAST OF GROVETOWN, GO
 DF1588'SOUTHEAST ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.1 MI) TO THE
 DF1588'JUNCTION OF PAVED 13-TH AVENUE FORKING TO THE LEFT AND PAVED 11-TH
 DF1588'STREET FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG 11-TH
 DF1588'STREET FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF PAVED 6-TH AVENUE
 DF1588'CROSSING.  TURN RIGHT GOING WEST
 DF1588'ALONG 6-TH AVENUE FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF A PAVED
 DF1588'STREET CROSSING AND PAVED RANGE ROAD AHEAD TO THE SOUTHWEST.
 DF1588'CONTINUE AHEAD SOUTHWEST ALONG RANGE ROAD FOR 1.85 KM (1.15 MI)
 DF1588'TO THE JUNCTION OF NORTH RANGE ROAD REVERSE FORKING TO THE EAST.
 DF1588'CONTINUE WEST THEN SOUTHWEST ALONG RANGE ROAD FOR 6.3 KM (3.9 MI)
 DF1588'TO THE JUNCTION OF PAVED GIBSON ROAD FORKING TO THE RIGHT.  TURN
 DF1588'RIGHT GOING SOUTHWEST ALONG GIBSON ROAD FOR 4.0 KM (2.5 MI)
 DF1588'TO THE JUNCTION OF DIRT JONES CHAPEL ROAD FORKING TO THE LEFT AND
 DF1588'LEITNER CEMETERY ON THE LEFT.  CONTINUE WEST ALONG GIBSON ROAD
 DF1588'FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED HARLEM ROAD
 DF1588'TO THE LEFT AND DIRT HARLEM ROAD TO THE RIGHT, AND THE END OF
 DF1588'PAVEMENT ON GIBSON ROAD.  CONTINUE GOING WEST ALONG DIRT GIBSON
 DF1588'ROAD FOR 0.15 KM (0.1 MI) TO THE STATION ON THE LEFT NEAR
 DF1588'A POWER POLE.
 DF1588'
 DF1588'THE STATION IS A STANDARD GADT DISK
 DF1588'STAMPED---121-220 1980 AZ MK---,
 DF1588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1588'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1588'13.72 METERS (45.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1588'GIBSON ROAD,
 DF1588'1.49 METERS (4.900 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 DF1588'1.02 METERS (3.350 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1588'
 DF1588'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1588'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1401 ***********************************************************************
 DF1401  DESIGNATION -  BV 121 221 GADT
 DF1401  PID         -  DF1401
 DF1401  STATE/COUNTY-  GA/RICHMOND
 DF1401  USGS QUAD   -  GROVETOWN (1980)
 DF1401
 DF1401                         *CURRENT SURVEY CONTROL
 DF1401  ___________________________________________________________________
 DF1401* NAD 83(1994)-  33 24 24.21931(N)    082 10 41.89945(W)     ADJUSTED  
 DF1401* NAVD 88     -       145.9    (meters)     479.     (feet)  VERTCON   
 DF1401  ___________________________________________________________________
 DF1401  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 DF1401  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DF1401
 DF1401  HORZ ORDER  -  SECOND
 DF1401
 DF1401.The horizontal coordinates were established by classical geodetic methods
 DF1401.and adjusted by the National Geodetic Survey in September 1997..
 DF1401
 DF1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1401
 DF1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1401
 DF1401.The geoid height was determined by GEOID03.
 DF1401
 DF1401;                    North         East     Units Scale Factor Converg.
 DF1401;SPC GA E     -   377,706.308   198,917.449   MT  0.99990001   -0 00 23.1
 DF1401;SPC GA E     - 1,239,191.45    652,615.00   sFT  0.99990001   -0 00 23.1
 DF1401;UTM  17      - 3,696,998.637   390,432.362   MT  0.99974801   -0 38 55.7
 DF1401
 DF1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1401!SPC GA E     -   0.99998173  x   0.99990001  =   0.99988174
 DF1401!UTM  17      -   0.99998173  x   0.99974801  =   0.99972975
 DF1401
 DF1401:                Primary Azimuth Mark                     Grid Az
 DF1401:SPC GA E     -  FORT GORDON STANDPIPE                    000 43 03.5
 DF1401:UTM  17      -  FORT GORDON STANDPIPE                    001 21 36.1
 DF1401
 DF1401|---------------------------------------------------------------------|
 DF1401| PID    Reference Object                     Distance      Geod. Az  |
 DF1401|                                                           dddmmss.s |
 DF1401| DF1400 FORT GORDON STANDPIPE               APPROX. 2.6 KM 0004240.4 |
 DF1401| DF1403 BV 121 221 GADT RM 1                 24.633 METERS 26306     |
 DF1401| DF1402 BV 121 221 GADT AZ MK               APPROX. 0.9 KM 3593432.2 |
 DF1401|---------------------------------------------------------------------|
 DF1401
 DF1401                          SUPERSEDED SURVEY CONTROL
 DF1401
 DF1401  NAD 83(1986)-  33 24 24.22396(N)    082 10 41.89537(W) AD(       ) 2
 DF1401  NAD 27      -  33 24 23.72195(N)    082 10 42.46523(W) AD(       ) 2
 DF1401  NGVD 29 (07/19/86)  146.1    (m)          479.     (f) VERT ANG       
 DF1401
 DF1401.Superseded values are not recommended for survey control.
 DF1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1401.See file dsdata.txt to determine how the superseded data were derived.
 DF1401
 DF1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9043296999(NAD 83)
 DF1401_MARKER: DD = SURVEY DISK
 DF1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1401+STABILITY: SURFACE MOTION
 DF1401
 DF1401  HISTORY     - Date     Condition        Report By
 DF1401  HISTORY     - 1980     MONUMENTED       GADT
 DF1401
 DF1401                          STATION DESCRIPTION
 DF1401
 DF1401'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1401'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) SOUTH-SOUTHEAST
 DF1401'OF GROVETOWN, 13 KM (8 MI) NORTHWEST OF HEPHZIBAH, AND 13 KM (8
 DF1401'MI) NORTH OF BLYTHE.
 DF1401'OWNERSHIP--U.S. GOVRNMENT (FORT GORDON MILITARY RESERVATION).
 DF1401'
 DF1401'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1401'HIGHWAY 278) AND STATE ROUTE 223, ABOUT 2.5 KM (1-1/2 MI)
 DF1401'SOUTHEAST OF GROVETOWN, GO WEST ALONG U.S. HIGHWAYS 78 AND 278
 DF1401'(STATE ROUTES 10 AND 12) FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF
 DF1401'THE DRIVEWAY ENTRANCE TO FORT GORDON TO THE LEFT.  TURN LEFT
 DF1401'GOING SOUTHEAST ALONG THE DRIVEWAY AND PASSING GATE 3 FOR 0.2 KM
 DF1401'(0.15 MI) TO THE JUNCTION OF A ROAD FORKING TO THE RIGHT.
 DF1401'CONTINUE GOING EAST ALONG THE DRIVEWAY (NOW CALLED 13TH AVE) FOR
 DF1401'0.65 KM (0.4 MI) TO THE JUNCTION OF 15TH AVENUE TO THE RIGHT.
 DF1401'TURN RIGHT GOING SOUTH ALONG 15TH AVENUE FOR 1.75 KM (1.1 MI)
 DF1401'TO THE JUNCTION OF 4TH AVENUE CROSSING.  TURN RIGHT GOING WEST
 DF1401'ALONG 4TH AVENUE FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF 12TH
 DF1401'STREET TO THE LEFT.  TURN LEFT GOING SOUTH ALONG 12TH STREET FOR
 DF1401'0.08 KM (0.05 MI) TO THE JUNCTION OF 3RD AVENUE CROSSING AND THE
 DF1401'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING SOUTH ALONG 12TH STREET
 DF1401'FOR 1 KM (0.6 MI) TO THE JUNCTION OF RANGE ROAD AND THE STATION
 DF1401'ON THE LEFT.
 DF1401'
 DF1401'THE STATION IS A STANDARD GADT DISK
 DF1401'STAMPED---121-221 1980---,
 DF1401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1401'FLUSH WITH GROUND.  IT IS LOCATED
 DF1401'19.20 METERS (63.00 FT) NORTHEAST FROM THE POINT OF INTERSECTION
 DF1401'OF THE CENTERLINES OF 12TH STREET AND NORTH RANGE ROAD,
 DF1401'24.38 METERS (80.00 FT) NORTH-NORTHEAST FROM A POWER POLE ON THE
 DF1401'SOUTH SIDE OF NORTH RANGE ROAD,
 DF1401'0.94 METER (3.1 FT) SOUTHWEST FROM A WITNESS POST, AND
 DF1401'0.91 METERS (3.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DF1401'A CHAIN LINK FENCE.
 DF1401'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1401'STAMPED---121-221 1980---,
 DF1401'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1401'
 DF1401'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1401'STAMPED---121-221 1980 RM 1---,
 DF1401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1401'FLUSH WITH GROUND.  IT IS LOCATED
 DF1401'10.06 METERS (33.0 FT) WEST FROM THE CENTERLINE OF 12TH STREET,
 DF1401'7.95 METERS (26.1 FT) SOUTHWEST FROM A WITNESS POST, AND
 DF1401'26.82 METERS (88.7 FT) NORTHWEST FROM THE POWER POLE ON THE SOUTH
 DF1401'SIDE OF NORTH RANGE ROAD.
 DF1401'
 DF1401'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1401'STAMPED---121-221 1980 AZ MK---,
 DF1401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1401'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1401'8.53 METERS (28.0 FT) WEST FROM THE CENTERLINE OF 12TH STREET,
 DF1401'15.24 METERS (50.0 FT) NORTHWEST FROM THE POINT OF INTERSECTION
 DF1401'OF THE CENTERLINES OF 12TH STREET AND 3RD AVENUE,
 DF1401'1.37 METERS (4.5 FT) NORTHEAST FROM A POWER POLE, AND
 DF1401'1.25 METERS (4.1 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1401'
 DF1401'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1401'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1401'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1402 ***********************************************************************
 DF1402  DESIGNATION -  BV 121 221 GADT AZ MK
 DF1402  PID         -  DF1402
 DF1402  STATE/COUNTY-  GA/RICHMOND
 DF1402  USGS QUAD   -  GROVETOWN (1980)
 DF1402
 DF1402                         *CURRENT SURVEY CONTROL
 DF1402  ___________________________________________________________________
 DF1402* NAD 83(1994)-  33 24 54.31111(N)    082 10 42.16523(W)     ADJUSTED  
 DF1402* NAVD 88     -       142.4    (meters)     467.     (feet)  VERTCON   
 DF1402  ___________________________________________________________________
 DF1402  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DF1402  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DF1402
 DF1402  HORZ ORDER  -  SECOND
 DF1402
 DF1402.The horizontal coordinates were established by classical geodetic methods
 DF1402.and adjusted by the National Geodetic Survey in September 1997..
 DF1402
 DF1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1402
 DF1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1402
 DF1402.The geoid height was determined by GEOID03.
 DF1402
 DF1402;                    North         East     Units Scale Factor Converg.
 DF1402;SPC GA E     -   378,633.309   198,910.686   MT  0.99990001   -0 00 23.2
 DF1402;SPC GA E     - 1,242,232.78    652,592.81   sFT  0.99990001   -0 00 23.2
 DF1402;UTM  17      - 3,697,925.515   390,435.994   MT  0.99974800   -0 38 56.4
 DF1402
 DF1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1402!SPC GA E     -   0.99998228  x   0.99990001  =   0.99988229
 DF1402!UTM  17      -   0.99998228  x   0.99974800  =   0.99973029
 DF1402
 DF1402                          SUPERSEDED SURVEY CONTROL
 DF1402
 DF1402  NAD 83(1986)-  33 24 54.31575(N)    082 10 42.16113(W) AD(       ) 2
 DF1402  NAD 27      -  33 24 53.81451(N)    082 10 42.73106(W) AD(       ) 2
 DF1402  NGVD 29 (07/19/86)  142.6    (m)          468.     (f) VERT ANG       
 DF1402
 DF1402.Superseded values are not recommended for survey control.
 DF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1402.See file dsdata.txt to determine how the superseded data were derived.
 DF1402
 DF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9043697926(NAD 83)
 DF1402_MARKER: DD = SURVEY DISK
 DF1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1402+STABILITY: SURFACE MOTION
 DF1402
 DF1402  HISTORY     - Date     Condition        Report By
 DF1402  HISTORY     - 1980     MONUMENTED       GADT
 DF1402
 DF1402                          STATION DESCRIPTION
 DF1402
 DF1402'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1402'THE STATION IS LOCATED ABOUT 4.5 KM (2-3/4 MI) SOUTH-SOUTHEAST
 DF1402'OF GROVETOWN, 13.5 KM (8-1/2 MI) NORTHWEST OF HEPHZIBAH,
 DF1402'AND 13.8 KM (8-1/2
 DF1402'MI) NORTH OF BLYTHE.
 DF1402'OWNERSHIP--U.S. GOVRNMENT (FORT GORDON MILITARY RESERVATION).
 DF1402'
 DF1402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1402'HIGHWAY 278) AND STATE ROUTE 223, ABOUT 2.5 KM (1-1/2 MI)
 DF1402'SOUTHEAST OF GROVETOWN, GO WEST ALONG U.S. HIGHWAYS 78 AND 278
 DF1402'(STATE ROUTES 10 AND 12) FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF
 DF1402'THE DRIVEWAY ENTRANCE TO FORT GORDON TO THE LEFT.  TURN LEFT
 DF1402'GOING SOUTHEAST ALONG THE DRIVEWAY AND PASSING GATE 3 FOR 0.2 KM
 DF1402'(0.15 MI) TO THE JUNCTION OF A ROAD FORKING TO THE RIGHT.
 DF1402'CONTINUE GOING EAST ALONG THE DRIVEWAY (NOW CALLED 13TH AVE) FOR
 DF1402'0.65 KM (0.4 MI) TO THE JUNCTION OF 15TH AVENUE TO THE RIGHT.
 DF1402'TURN RIGHT GOING SOUTH ALONG 15TH AVENUE FOR 1.75 KM (1.1 MI)
 DF1402'TO THE JUNCTION OF 4TH AVENUE CROSSING.  TURN RIGHT GOING WEST
 DF1402'ALONG 4TH AVENUE FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF 12TH
 DF1402'STREET TO THE LEFT.  TURN LEFT GOING SOUTH ALONG 12TH STREET FOR
 DF1402'0.08 KM (0.05 MI) TO THE JUNCTION OF 3RD AVENUE CROSSING AND THE
 DF1402'STATION ON THE RIGHT.
 DF1402'
 DF1402'THE STATION IS A STANDARD GADT DISK
 DF1402'STAMPED---121-221 1980 AZ MK---,
 DF1402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1402'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1402'8.53 METERS (28.0 FT) WEST FROM THE CENTERLINE OF 12TH STREET,
 DF1402'15.24 METERS (50.0 FT) NORTHWEST FROM THE POINT OF INTERSECTION
 DF1402'OF THE CENTERLINES OF 12TH STREET AND 3RD AVENUE,
 DF1402'1.37 METERS (4.5 FT) NORTHEAST FROM A POWER POLE, AND
 DF1402'1.25 METERS (4.1 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1402'
 DF1402'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1402'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1339 ***********************************************************************
 DF1339  DESIGNATION -  BV 121 222 GADT
 DF1339  PID         -  DF1339
 DF1339  STATE/COUNTY-  GA/RICHMOND
 DF1339  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1339
 DF1339                         *CURRENT SURVEY CONTROL
 DF1339  ___________________________________________________________________
 DF1339* NAD 83(1994)-  33 26 36.96279(N)    082 05 55.31210(W)     ADJUSTED  
 DF1339* NAVD 88     -       100.3    (meters)     329.     (feet)  VERTCON   
 DF1339  ___________________________________________________________________
 DF1339  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF1339  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 DF1339
 DF1339  HORZ ORDER  -  SECOND
 DF1339
 DF1339.The horizontal coordinates were established by classical geodetic methods
 DF1339.and adjusted by the National Geodetic Survey in September 1997..
 DF1339
 DF1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1339
 DF1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1339
 DF1339.The geoid height was determined by GEOID03.
 DF1339
 DF1339;                    North         East     Units Scale Factor Converg.
 DF1339;SPC GA E     -   381,797.585   206,319.301   MT  0.99990049   +0 02 14.9
 DF1339;SPC GA E     - 1,252,614.24    676,899.24   sFT  0.99990049   +0 02 14.9
 DF1339;UTM  17      - 3,701,005.979   397,878.435   MT  0.99972857   -0 36 20.0
 DF1339
 DF1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1339!SPC GA E     -   0.99998892  x   0.99990049  =   0.99988941
 DF1339!UTM  17      -   0.99998892  x   0.99972857  =   0.99971750
 DF1339
 DF1339|---------------------------------------------------------------------|
 DF1339| PID    Reference Object                     Distance      Geod. Az  |
 DF1339|                                                           dddmmss.s |
 DF1339| DF1338 BV 121 222 GADT RM 1                 19.651 METERS 06011     |
 DF1339| DF1341 BV 121 222 GADT AZ MK               APPROX. 1.0 KM 2452443.3 |
 DF1339|---------------------------------------------------------------------|
 DF1339
 DF1339                          SUPERSEDED SURVEY CONTROL
 DF1339
 DF1339  NAD 83(1986)-  33 26 36.96752(N)    082 05 55.30781(W) AD(       ) 2
 DF1339  NAD 27      -  33 26 36.47192(N)    082 05 55.88407(W) AD(       ) 2
 DF1339  NGVD 29 (07/19/86)  100.5    (m)          330.     (f) VERT ANG       
 DF1339
 DF1339.Superseded values are not recommended for survey control.
 DF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1339.See file dsdata.txt to determine how the superseded data were derived.
 DF1339
 DF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9787801006(NAD 83)
 DF1339_MARKER: DD = SURVEY DISK
 DF1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1339+STABILITY: SURFACE MOTION
 DF1339
 DF1339  HISTORY     - Date     Condition        Report By
 DF1339  HISTORY     - 1980     MONUMENTED       GADT
 DF1339  HISTORY     - 20050411 GOOD             GADT
 DF1339
 DF1339                          STATION DESCRIPTION
 DF1339
 DF1339'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1339'THE STATION IS LOCATED ABOUT 8.2 KM (5-1/4 MI) SOUTH-SOUTHWEST
 DF1339'OF MARTINEZ, 9.2 KM (5-3/4 MI) EAST OF GROVETOWN, AND 13.2 KM
 DF1339'(8-1/4 MI) WEST-SOUTHWEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1339'
 DF1339'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1339'(BOBBY JONES ESPRESSWAY) AND U.S. HIGHWAYS 278 AND 78 (STATE
 DF1339'ROUTES 10 AND 12) ABOUT 7.5 KM (4-1/2 MI) SOUTH OF MARTINEZ, GO
 DF1339'WEST ALONG U.S. HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR
 DF1339'2.58 KM (1.6 MI) TO THE STATION ON THE RIGHT.
 DF1339'
 DF1339'THE STATION IS A STANDARD GADT DISK
 DF1339'STAMPED---121-222 1980---,
 DF1339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1339'FLUSH WITH GROUND.  IT IS LOCATED
 DF1339'13.53 METERS (44.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1339'WEST BOUND LANE OF THE HIGHWAY,
 DF1339'20.33 METERS (66.7 FT) WEST-NORTHWEST FROM A POWER POLE,
 DF1339'19.81 METERS (65.0 FT) NORTHEAST FROM ANOTHER POWER POLE,
 DF1339'8.69 METERS (28.5 FT) SOUTH-SOUTHEAST FROM THE SOUTHERNMOST AND
 DF1339'NEAREST RAIL OF THE RAILROAD TRACKS, AND
 DF1339'0.75 METER (2.5 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1339'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1339'STAMPED---121-222 1980---,
 DF1339'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1339'
 DF1339'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1339'STAMPED---121-222 1980 RM 1---,
 DF1339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1339'FLUSH WITH GROUND.  IT IS LOCATED
 DF1339'16.46 METERS (54.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1339'WEST BOUND LANE OF THE HIGHWAY,
 DF1339'10.58 METERS (34.7 FT) NORTH-NORTHWEST FROM THE POWER POLE,
 DF1339'39.20 METERS (128.6 FT) EAST-NORTHEAST FROM THE OTHER POWER POLE,
 DF1339'AND
 DF1339'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1339'MARK IS ABOVE STATION 1.50 METERS.
 DF1339'
 DF1339'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1339'STAMPED---121-222 1980 AZ MK---,
 DF1339'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1339'FLUSH WITH GROUND.  IT IS LOCATED
 DF1339'21.1 METERS (69.4 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1339'EAST BOUND LANE OF THE HIGHWAY,
 DF1339'2.56 METERS (8.4 FT) EAST-SOUTHEAST FROM THE NORTHERNMOST OF
 DF1339'THREE POSTS OF A BILLBOARD SIGN,
 DF1339'1.71 METERS (5.6 FT) SOUTH FROM A POWER POLE, AND
 DF1339'0.83 METER (2.7 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1339'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S.
 DF1339'HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR 0.97 KM (0.6 MI)
 DF1339'TO THE AZIMUTH MARK ON THE LEFT ON THE SOUTH SIDE OF THE EAST
 DF1339'BOUND LANE.
 DF1339'
 DF1339'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1339'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1339'COUNTY GA.  1973.  REVISED DECEMBER 1973.
 DF1339
 DF1339                          STATION RECOVERY (2005)
 DF1339
 DF1339'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1341 ***********************************************************************
 DF1341  DESIGNATION -  BV 121 222 GADT AZ MK
 DF1341  PID         -  DF1341
 DF1341  STATE/COUNTY-  GA/RICHMOND
 DF1341  USGS QUAD   -  AUGUSTA WEST (1980)
 DF1341
 DF1341                         *CURRENT SURVEY CONTROL
 DF1341  ___________________________________________________________________
 DF1341* NAD 83(1994)-  33 26 23.83542(N)    082 06 29.52775(W)     ADJUSTED  
 DF1341* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 DF1341  ___________________________________________________________________
 DF1341  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DF1341  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 DF1341
 DF1341  HORZ ORDER  -  SECOND
 DF1341
 DF1341.The horizontal coordinates were established by classical geodetic methods
 DF1341.and adjusted by the National Geodetic Survey in September 1997..
 DF1341
 DF1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1341
 DF1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1341
 DF1341.The geoid height was determined by GEOID03.
 DF1341
 DF1341;                    North         East     Units Scale Factor Converg.
 DF1341;SPC GA E     -   381,392.647   205,435.876   MT  0.99990036   +0 01 56.0
 DF1341;SPC GA E     - 1,251,285.71    674,000.87   sFT  0.99990036   +0 01 56.0
 DF1341;UTM  17      - 3,700,611.048   396,990.673   MT  0.99973082   -0 36 38.7
 DF1341
 DF1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1341!SPC GA E     -   0.99998991  x   0.99990036  =   0.99989027
 DF1341!UTM  17      -   0.99998991  x   0.99973082  =   0.99972073
 DF1341
 DF1341                          SUPERSEDED SURVEY CONTROL
 DF1341
 DF1341  NAD 83(1986)-  33 26 23.84015(N)    082 06 29.52344(W) AD(       ) 2
 DF1341  NAD 27      -  33 26 23.34399(N)    082 06 30.09860(W) AD(       ) 2
 DF1341  NGVD 29 (07/19/86)   94.2    (m)          309.     (f) VERT ANG       
 DF1341
 DF1341.Superseded values are not recommended for survey control.
 DF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1341.See file dsdata.txt to determine how the superseded data were derived.
 DF1341
 DF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT9699100611(NAD 83)
 DF1341_MARKER: DD = SURVEY DISK
 DF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1341+STABILITY: SURFACE MOTION
 DF1341
 DF1341  HISTORY     - Date     Condition        Report By
 DF1341  HISTORY     - 1980     MONUMENTED       GADT
 DF1341  HISTORY     - 1987     GOOD             USPSQD
 DF1341
 DF1341                          STATION DESCRIPTION
 DF1341
 DF1341'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1341'THE STATION IS LOCATED ABOUT 9 KM (5-1/2 MI) SOUTH-SOUTHWEST
 DF1341'OF MARTINEZ, 8.2 KM (5-1/4 MI) EAST OF GROVETOWN, AND 14 KM
 DF1341'(8-3/4 MI) WEST-SOUTHWEST OF AUGUSTA ON STATE RIGHT OF WAY.
 DF1341'
 DF1341'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1341'(BOBBY JONES ESPRESSWAY) AND U.S. HIGHWAYS 278 AND 78 (STATE
 DF1341'ROUTES 10 AND 12) ABOUT 7.5 KM (4-1/2 MI) SOUTH OF MARTINEZ, GO
 DF1341'WEST ALONG U.S. HIGHWAYS 278 AND 78 (STATE ROUTES 10 AND 12) FOR
 DF1341'3.55 KM (2.2 MI) TO THE STATION ON THE RIGHT.
 DF1341'
 DF1341'THE STATION IS A STANDARD GADT DISK
 DF1341'STAMPED---121-222 1980 AZ MK---,
 DF1341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1341'FLUSH WITH GROUND.  IT IS LOCATED
 DF1341'21.1 METERS (69.4 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1341'EAST BOUND LANE OF THE HIGHWAY,
 DF1341'2.56 METERS (8.4 FT) EAST-SOUTHEAST FROM THE NORTHERNMOST OF
 DF1341'THREE POSTS OF A BILLBOARD SIGN,
 DF1341'1.71 METERS (5.6 FT) SOUTH FROM A POWER POLE, AND
 DF1341'0.83 METER (2.7 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1341'
 DF1341'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1341'COUNTY GA.  1973.  REVISED DECEMBER 1973.
 DF1341
 DF1341                          STATION RECOVERY (1987)
 DF1341
 DF1341'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 DF1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1391 ***********************************************************************
 DF1391  DESIGNATION -  BV 121 223 GADT
 DF1391  PID         -  DF1391
 DF1391  STATE/COUNTY-  GA/RICHMOND
 DF1391  USGS QUAD   -  GROVETOWN (1980)
 DF1391
 DF1391                         *CURRENT SURVEY CONTROL
 DF1391  ___________________________________________________________________
 DF1391* NAD 83(1994)-  33 24 17.75701(N)    082 07 52.26410(W)     ADJUSTED  
 DF1391* NAVD 88     -       150.7    (meters)     494.     (feet)  VERTCON   
 DF1391  ___________________________________________________________________
 DF1391  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DF1391  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 DF1391
 DF1391  HORZ ORDER  -  SECOND
 DF1391
 DF1391.The horizontal coordinates were established by classical geodetic methods
 DF1391.and adjusted by the National Geodetic Survey in September 1997..
 DF1391
 DF1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1391
 DF1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1391
 DF1391.The geoid height was determined by GEOID03.
 DF1391
 DF1391;                    North         East     Units Scale Factor Converg.
 DF1391;SPC GA E     -   377,507.734   203,300.365   MT  0.99990013   +0 01 10.3
 DF1391;SPC GA E     - 1,238,539.96    666,994.61   sFT  0.99990013   +0 01 10.3
 DF1391;UTM  17      - 3,696,750.976   394,812.085   MT  0.99973641   -0 37 22.2
 DF1391
 DF1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1391!SPC GA E     -   0.99998100  x   0.99990013  =   0.99988113
 DF1391!UTM  17      -   0.99998100  x   0.99973641  =   0.99971741
 DF1391
 DF1391:                Primary Azimuth Mark                     Grid Az
 DF1391:SPC GA E     -  BV 121 223 GADT AZ MK                    131 03 32.7
 DF1391:UTM  17      -  BV 121 223 GADT AZ MK                    131 42 05.2
 DF1391
 DF1391|---------------------------------------------------------------------|
 DF1391| PID    Reference Object                     Distance      Geod. Az  |
 DF1391|                                                           dddmmss.s |
 DF1391| DF1390 BV 121 223 GADT AZ MK               493.543 METERS 1310443.0 |
 DF1391| DF1392 BV 121 223 GADT RM 1                 17.157 METERS 31003     |
 DF1391|---------------------------------------------------------------------|
 DF1391
 DF1391                          SUPERSEDED SURVEY CONTROL
 DF1391
 DF1391  NAD 83(1986)-  33 24 17.76168(N)    082 07 52.25974(W) AD(       ) 2
 DF1391  NAD 27      -  33 24 17.26124(N)    082 07 52.83158(W) AD(       ) 2
 DF1391  NGVD 29 (07/19/86)  150.9    (m)          495.     (f) VERT ANG       
 DF1391
 DF1391.Superseded values are not recommended for survey control.
 DF1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1391.See file dsdata.txt to determine how the superseded data were derived.
 DF1391
 DF1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9481296751(NAD 83)
 DF1391_MARKER: DD = SURVEY DISK
 DF1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1391+STABILITY: SURFACE MOTION
 DF1391
 DF1391  HISTORY     - Date     Condition        Report By
 DF1391  HISTORY     - 1980     MONUMENTED       GADT
 DF1391
 DF1391                          STATION DESCRIPTION
 DF1391
 DF1391'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1391'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST OF GROVETOWN,
 DF1391'10.5 KM (6-1/2 MI) NORTHWEST OF HEPHZIBAH, AND 17.2 KM
 DF1391'(10-3/4 MI) SOUTHWEST OF AUGUSTA.
 DF1391'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1391'RESERVATION.
 DF1391'
 DF1391'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1391'(BOBBY JONES EXPRESSWAY) AND U.S. HIGHWAY 1 (STATE ROUTE 4)
 DF1391'APPROXIMATELY 10.5 KM (6.5 MI) SOUTHWEST OF AUGUSTA, GO
 DF1391'SOUTHWEST ALONG U.S. HIGHWAY 1 FOR 3.15 KM (1.95 MI) TO THE BUTLER
 DF1391'CREEK BRIDGE.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY 1 FOR
 DF1391'3.55 KM (2.2 MI) TO THE JUNCTION OF TOBACCO ROAD AND THE ENTRANCE
 DF1391'TO FORT GORDON AT GATE 5.  TURN RIGHT ENTERING FORT GORDON GATE 5
 DF1391'AND GO NORTHWEST ALONG PAVED 4TH AVENUE FOR 1 KM (0.6 MI) TO THE
 DF1391'JUNCTION OF PAVED NORTH RANGE ROAD TO THE LEFT.  TURN LEFT GOING
 DF1391'WEST ALONG NORTH RANGE ROAD FOR 0.15 KM (0.1 MI) TO THE JUNCTION
 DF1391'OF PAVED 3RD AVENUE TO THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 DF1391'ALONG 3RD AVENUE FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF PAVED
 DF1391'45TH STREET CROSSING AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DF1391'GOING NORTHWEST ALONG 3RD AVENUE FOR 0.5 KM (0.3 MI) TO THE
 DF1391'JUNCTION OF PAVED 42ND STREET CROSSING.  TURN LEFT AND GO WEST
 DF1391'ALONG 42ND STREET FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 DF1391'LEFT.
 DF1391'
 DF1391'THE STATION IS A STANDARD GADT DISK
 DF1391'STAMPED---121-223 1980---,
 DF1391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1391'FLUSH WITH GROUND.  IT IS LOCATED
 DF1391'40.36 METERS (132.4 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH
 DF1391'A STREET LIGHT ATTACHED,
 DF1391'22.15 METERS (72.70 FT) EAST-SOUTHEAST FROM THE CENTER OF A
 DF1391'MANHOLE COVER IN THE NORTH SIDEWALK,
 DF1391'18.82 METERS (61.80 FT) EAST FROM THE CENTER OF ANOTHER
 DF1391'MANHOLE COVER IN THE SOUTH SIDEWALK,
 DF1391'7.01 METERS (23.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1391'42ND STREET, AND
 DF1391'1.49 METERS (4.8 FT) SOUTH-SOUTHEAST FROM THE BACK EDGE OF THE
 DF1391'CONCRETE SIDEWALK.
 DF1391'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1391'STAMPED---121-223 1980---,
 DF1391'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1391'
 DF1391'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1391'STAMPED---121-223 1980 RM 1---,
 DF1391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1391'FLUSH WITH GROUND.  IT IS LOCATED
 DF1391'20.79 METERS (68.20 FT) NORTH FROM THE CENTER OF A MANHOLE COVER
 DF1391'IN THE SIDEWALK ON THE SOUTH OF THE ROAD,
 DF1391'15.91 METERS (52.20 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 DF1391'MANHOLE COVER ON THE SIDEWALK TO THE NORTH OF THE ROAD,
 DF1391'9.82 METERS (32.20 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1391'42ND STREET, AND
 DF1391'4.27 METERS (14.00 FT) NORTH-NORTHWEST FROM THE BACK EDGE OF THE
 DF1391'CONCRETE SIDEWALK.
 DF1391'MARK IS LEVEL WITH STATION.
 DF1391'
 DF1391'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1391'STAMPED---121-223 1980 AZ MK---,
 DF1391'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1391'FLUSH WITH GROUND.  IT IS LOCATED
 DF1391'20.36 METERS (66.80 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DF1391'A 6 FOOT CYCLONE FENCE,
 DF1391'18.97 METERS (62.20 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 DF1391'WEST END OF A CONCRETE CULVERT,
 DF1391'12.19 METERS (40.00 FT) NORTHWEST FROM THE CENTERLINE OF 45TH
 DF1391'STREET, AND
 DF1391'1.01 METERS (3.3 FT) WEST-SOUTHWEST FROM A POWER POLE.
 DF1391'
 DF1391'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1391'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1391'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1390 ***********************************************************************
 DF1390  DESIGNATION -  BV 121 223 GADT AZ MK
 DF1390  PID         -  DF1390
 DF1390  STATE/COUNTY-  GA/RICHMOND
 DF1390  USGS QUAD   -  GROVETOWN (1980)
 DF1390
 DF1390                         *CURRENT SURVEY CONTROL
 DF1390  ___________________________________________________________________
 DF1390* NAD 83(1994)-  33 24 07.23042(N)    082 07 37.86685(W)     ADJUSTED  
 DF1390* NAVD 88     -       145.4    (meters)     477.     (feet)  VERTCON   
 DF1390  ___________________________________________________________________
 DF1390  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 DF1390  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 DF1390
 DF1390  HORZ ORDER  -  SECOND
 DF1390
 DF1390.The horizontal coordinates were established by classical geodetic methods
 DF1390.and adjusted by the National Geodetic Survey in September 1997..
 DF1390
 DF1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1390
 DF1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1390
 DF1390.The geoid height was determined by GEOID03.
 DF1390
 DF1390;                    North         East     Units Scale Factor Converg.
 DF1390;SPC GA E     -   377,183.589   203,672.476   MT  0.99990017   +0 01 18.2
 DF1390;SPC GA E     - 1,237,476.49    668,215.45   sFT  0.99990017   +0 01 18.2
 DF1390;UTM  17      - 3,696,422.733   395,180.478   MT  0.99973546   -0 37 14.1
 DF1390
 DF1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1390!SPC GA E     -   0.99998183  x   0.99990017  =   0.99988200
 DF1390!UTM  17      -   0.99998183  x   0.99973546  =   0.99971730
 DF1390
 DF1390                          SUPERSEDED SURVEY CONTROL
 DF1390
 DF1390  NAD 83(1986)-  33 24 07.23509(N)    082 07 37.86250(W) AD(       ) 2
 DF1390  NAD 27      -  33 24 06.73442(N)    082 07 38.43471(W) AD(       ) 2
 DF1390  NGVD 29 (07/19/86)  145.6    (m)          478.     (f) VERT ANG       
 DF1390
 DF1390.Superseded values are not recommended for survey control.
 DF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1390.See file dsdata.txt to determine how the superseded data were derived.
 DF1390
 DF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9518096423(NAD 83)
 DF1390_MARKER: DD = SURVEY DISK
 DF1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1390+STABILITY: SURFACE MOTION
 DF1390
 DF1390  HISTORY     - Date     Condition        Report By
 DF1390  HISTORY     - 1980     MONUMENTED       GADT
 DF1390
 DF1390                          STATION DESCRIPTION
 DF1390
 DF1390'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1390'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST OF GROVETOWN,
 DF1390'8.8 KM (5-1/2 MI) NORTHWEST OF HEPHZIBAH, AND 17.2 KM
 DF1390'(10-3/4 MI) SOUTHWEST OF AUGUSTA.
 DF1390'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1390'RESERVATION.
 DF1390'
 DF1390'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1390'(BOBBY JONES EXPRESSWAY) AND U.S. HIGHWAY 1 (STATE ROUTE 4)
 DF1390'APPROXIMATELY 10.5 KM (6.5 MI) SOUTHWEST OF AUGUSTA, GO
 DF1390'SOUTHWEST ALONG U.S. HIGHWAY 1 FOR 3.15 KM (1.95 MI) TO THE
 DF1390'BUTLER CREEK BRIDGE.  CONTINUE GOING SOUTHWEST ALONG U.S. HIGHWAY
 DF1390'1  FOR 3.55 KM (2.2 MI) TO THE JUNCTION OF TOBACCO ROAD  AND THE
 DF1390'ENTRANCE TO FORT GORDON AT GATE 5.  TURN RIGHT ENTERING FORT
 DF1390'GORDON GATE 5 AND GO NORTHWEST ALONG PAVED 4TH AVENUE FOR 1 KM
 DF1390'(0.6 MI) TO THE JUNCTION OF PAVED NORTH RANGE ROAD TO THE LEFT.
 DF1390'TURN LEFT GOING WEST ALONG NORTH RANGE ROAD FOR 0.15 KM (0.1 MI)
 DF1390'TO THE JUNCTION OF PAVED 3RD AVENUE TO THE RIGHT.  TURN RIGHT
 DF1390'AND GO NORTHWEST ALONG 3RD AVENUE FOR 0.25 KM (0.15 MI) TO THE
 DF1390'JUNCTION OF PAVED 45TH STREET CROSSING AND THE STATION ON THE
 DF1390'RIGHT.
 DF1390'
 DF1390'THE STATION IS A STANDARD GADT DISK
 DF1390'STAMPED---121-223 1980 AZ MK---,
 DF1390'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1390'FLUSH WITH GROUND.  IT IS LOCATED
 DF1390'20.36 METERS (66.80 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 DF1390'A 6 FOOT CYCLONE FENCE,
 DF1390'18.97 METERS (62.20 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 DF1390'WEST END OF A CONCRETE CULVERT,
 DF1390'12.19 METERS (40.00 FT) NORTHWEST FROM THE CENTERLINE OF 45TH
 DF1390'STREET, AND
 DF1390'1.01 METERS (3.3 FT) WEST-SOUTHWEST FROM A POWER POLE.
 DF1390'
 DF1390'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1390'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1369 ***********************************************************************
 DF1369  DESIGNATION -  BV 121 224 GADT
 DF1369  PID         -  DF1369
 DF1369  STATE/COUNTY-  GA/RICHMOND
 DF1369  USGS QUAD   -  HEPHZIBAH (1980)
 DF1369
 DF1369                         *CURRENT SURVEY CONTROL
 DF1369  ___________________________________________________________________
 DF1369* NAD 83(1994)-  33 21 20.78282(N)    082 04 48.28888(W)     ADJUSTED  
 DF1369* NAVD 88     -        76.4    (meters)     251.     (feet)  VERTCON   
 DF1369  ___________________________________________________________________
 DF1369  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DF1369  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DF1369
 DF1369  HORZ ORDER  -  SECOND
 DF1369
 DF1369.The horizontal coordinates were established by classical geodetic methods
 DF1369.and adjusted by the National Geodetic Survey in September 1997..
 DF1369
 DF1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1369
 DF1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1369
 DF1369.The geoid height was determined by GEOID03.
 DF1369
 DF1369;                    North         East     Units Scale Factor Converg.
 DF1369;SPC GA E     -   372,058.724   208,058.343   MT  0.99990080   +0 02 51.4
 DF1369;SPC GA E     - 1,220,662.66    682,604.75   sFT  0.99990080   +0 02 51.4
 DF1369;UTM  17      - 3,691,249.935   399,507.916   MT  0.99972450   -0 35 38.1
 DF1369
 DF1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1369!SPC GA E     -   0.99999269  x   0.99990080  =   0.99989349
 DF1369!UTM  17      -   0.99999269  x   0.99972450  =   0.99971719
 DF1369
 DF1369:                Primary Azimuth Mark                     Grid Az
 DF1369:SPC GA E     -  BV 121 224 GADT AZ MK                    016 32 24.4
 DF1369:UTM  17      -  BV 121 224 GADT AZ MK                    017 10 53.9
 DF1369
 DF1369|---------------------------------------------------------------------|
 DF1369| PID    Reference Object                     Distance      Geod. Az  |
 DF1369|                                                           dddmmss.s |
 DF1369| DF1366 BV 121 224 GADT AZ MK               APPROX. 0.5 KM 0163515.8 |
 DF1369| DF1368 BV 121 224 GADT RM 1                 17.365 METERS 15408     |
 DF1369|---------------------------------------------------------------------|
 DF1369
 DF1369                          SUPERSEDED SURVEY CONTROL
 DF1369
 DF1369  NAD 83(1986)-  33 21 20.78736(N)    082 04 48.28429(W) AD(       ) 2
 DF1369  NAD 27      -  33 21 20.28129(N)    082 04 48.85846(W) AD(       ) 2
 DF1369  NGVD 29 (07/19/86)   76.6    (m)          251.     (f) VERT ANG       
 DF1369
 DF1369.Superseded values are not recommended for survey control.
 DF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1369.See file dsdata.txt to determine how the superseded data were derived.
 DF1369
 DF1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9950891250(NAD 83)
 DF1369_MARKER: DD = SURVEY DISK
 DF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1369+STABILITY: SURFACE MOTION
 DF1369
 DF1369  HISTORY     - Date     Condition        Report By
 DF1369  HISTORY     - 1980     MONUMENTED       GADT
 DF1369
 DF1369                          STATION DESCRIPTION
 DF1369
 DF1369'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1369'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH-NORTHEAST OF
 DF1369'HEPHZIBAH, 13.2 KM (8-1/4 MI) EAST-NORTHEAST OF BLYTHE, AND
 DF1369'15.2 KM (9-1/2 MI) SOUTHEAST OF GROVETOWN.
 DF1369'OWNERSHIP--JACK MASON AND BOB WARR, PERMISSION GRANTED BY
 DF1369'PRISCELLA RAVEN, 3951 WINDSOR SPRING ROAD, AUGUSTA, GEORGIA.
 DF1369'
 DF1369'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1369'EAST ALONG STATE ROUTE 88 FOR 0.25 KM (0.15 MI) TO THE JUNCTION
 DF1369'OF A CITY PAVED STREET TO THE RIGHT AND COUNTY PAVED ROAD 65
 DF1369'(WINDSOR SPRING ROAD) TO THE LEFT.  TURN LEFT AND GO NORTH ALONG
 DF1369'COUNTY ROAD 65 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF COUNTY PAVED
 DF1369'ROAD 92169 (WILLIS FURMAN ROAD) CROSSING.  CONTINUE NORTH ALONG
 DF1369'COUNTY ROAD 65 FOR 1.95 KM (1.2 MI) TO THE STATION ON THE LEFT.
 DF1369'
 DF1369'THE STATION IS A STANDARD GADT DISK
 DF1369'STAMPED---121-224 1980---,
 DF1369'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1369'FLUSH WITH GROUND.  IT IS LOCATED
 DF1369'39.01 METERS (128.0 FT) NORTH FROM A POWER POLE,
 DF1369'18.35 METERS (60.20 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1369'WINDSOR SPRING ROAD,
 DF1369'14.20 METERS (46.60 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 DF1369'WATER METER COVER, AND
 DF1369'0.95 METER (3.100 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1369'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1369'STAMPED---121-224 1980---,
 DF1369'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 DF1369'
 DF1369'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1369'STAMPED---121-224 1980 RM 1---,
 DF1369'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1369'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1369'22.10 METERS (72.50 FT) NORTH-NORTHEAST FROM THE POWER POLE,
 DF1369'12.71 METERS (41.70 FT) WEST FROM THE CENTERLINE OF WINDSOR
 DF1369'SPRING ROAD,
 DF1369'3.57 METERS (11.70 FT) EAST-SOUTHEAST FROM THE CENTER OF THE WATER
 DF1369'METER COVER, AND
 DF1369'0.88 METER (2.900 FT) EAST FROM A WITNESS POST.
 DF1369'MARK IS BELOW STATION 0.1 METERS.
 DF1369'
 DF1369'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1369'STAMPED---121-224 1980 AZ MK---,
 DF1369'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1369'RECESSED 7.0 CM BELOW THE GROUND.  IT IS LOCATED
 DF1369'13.60 METERS (44.60 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1369'WINDSOR SPRING ROAD,
 DF1369'9.15 METERS (30.00 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 DF1369'MEDIAN STRIP OF FIELDCREST SOUTH,
 DF1369'1.22 METERS (4.000 FT) WEST-NORTHWEST FROM A POWER POLE, AND
 DF1369'0.89 METER (2.900 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1369'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 DF1369'WINDSOR SPRING ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF
 DF1369'FIELDCREST-SOUTH ROAD ON THE LEFT AND THE AZIMUTH MARK.
 DF1369'
 DF1369'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1369'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1369'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1366 ***********************************************************************
 DF1366  DESIGNATION -  BV 121 224 GADT AZ MK
 DF1366  PID         -  DF1366
 DF1366  STATE/COUNTY-  GA/RICHMOND
 DF1366  USGS QUAD   -  HEPHZIBAH (1980)
 DF1366
 DF1366                         *CURRENT SURVEY CONTROL
 DF1366  ___________________________________________________________________
 DF1366* NAD 83(1994)-  33 21 36.55467(N)    082 04 42.69026(W)     ADJUSTED  
 DF1366* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 DF1366  ___________________________________________________________________
 DF1366  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 DF1366  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 DF1366
 DF1366  HORZ ORDER  -  SECOND
 DF1366
 DF1366.The horizontal coordinates were established by classical geodetic methods
 DF1366.and adjusted by the National Geodetic Survey in September 1997..
 DF1366
 DF1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1366
 DF1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1366
 DF1366.The geoid height was determined by GEOID03.
 DF1366
 DF1366;                    North         East     Units Scale Factor Converg.
 DF1366;SPC GA E     -   372,544.705   208,202.668   MT  0.99990083   +0 02 54.5
 DF1366;SPC GA E     - 1,222,257.09    683,078.25   sFT  0.99990083   +0 02 54.5
 DF1366;UTM  17      - 3,691,734.184   399,657.647   MT  0.99972413   -0 35 35.3
 DF1366
 DF1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1366!SPC GA E     -   0.99999058  x   0.99990083  =   0.99989142
 DF1366!UTM  17      -   0.99999058  x   0.99972413  =   0.99971472
 DF1366
 DF1366                          SUPERSEDED SURVEY CONTROL
 DF1366
 DF1366  NAD 83(1986)-  33 21 36.55920(N)    082 04 42.68567(W) AD(       ) 2
 DF1366  NAD 27      -  33 21 36.05354(N)    082 04 43.26007(W) AD(       ) 2
 DF1366  NGVD 29 (07/19/86)   90.0    (m)          295.     (f) VERT ANG       
 DF1366
 DF1366.Superseded values are not recommended for survey control.
 DF1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1366.See file dsdata.txt to determine how the superseded data were derived.
 DF1366
 DF1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9965891734(NAD 83)
 DF1366_MARKER: DD = SURVEY DISK
 DF1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1366+STABILITY: SURFACE MOTION
 DF1366
 DF1366  HISTORY     - Date     Condition        Report By
 DF1366  HISTORY     - 1980     MONUMENTED       GADT
 DF1366
 DF1366                          STATION DESCRIPTION
 DF1366
 DF1366'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1366'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) NORTH-NORTHEAST
 DF1366'OF HEPHZIBAH, 13.8 KM (8-1/2 MI) EAST-NORTHEAST OF BLYTHE, AND
 DF1366'15 KM (9-1/4 MI) SOUTHEAST OF GROVETOWN.
 DF1366'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DF1366'
 DF1366'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1366'EAST ALONG STATE ROUTE 88 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF
 DF1366'A CITY PAVED STREET TO THE RIGHT AND COUNTY PAVED ROAD 65 (WINDSOR
 DF1366'SPRING ROAD) TO THE LEFT.  TURN LEFT AND GO NORTH ALONG COUNTY
 DF1366'ROAD 65 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF COUNTY PAVED ROAD
 DF1366'92169 (WILLIS FURMAN ROAD) CROSSING.  CONTINUE NORTH ALONG COUNTY
 DF1366'ROAD 65 FOR 2.45 KM (1.5 MI) TO THE JUNCTION OF FIELDCREST-SOUTH
 DF1366'ROAD ON THE LEFT AND THE STATION.
 DF1366'
 DF1366'THE STATION IS A STANDARD GADT DISK
 DF1366'STAMPED---121-224 1980 AZ MK---,
 DF1366'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1366'RECESSED 7.0 CM BELOW THE GROUND.  IT IS LOCATED
 DF1366'13.60 METERS (44.60 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 DF1366'WINDSOR SPRING ROAD,
 DF1366'9.15 METERS (30.00 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 DF1366'MEDIAN STRIP OF FIELDCREST-SOUTH,
 DF1366'1.22 METERS (4.000 FT) WEST-NORTHWEST FROM A POWER POLE, AND
 DF1366'0.89 METER (2.900 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DF1366'
 DF1366'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1366'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1409 ***********************************************************************
 DF1409  DESIGNATION -  BV 121 225 GADT
 DF1409  PID         -  DF1409
 DF1409  STATE/COUNTY-  GA/RICHMOND
 DF1409  USGS QUAD   -  GROVETOWN (1980)
 DF1409
 DF1409                         *CURRENT SURVEY CONTROL
 DF1409  ___________________________________________________________________
 DF1409* NAD 83(1994)-  33 25 22.10668(N)    082 11 53.21299(W)     ADJUSTED  
 DF1409* NAVD 88     -       158.2    (meters)     519.     (feet)  VERTCON   
 DF1409  ___________________________________________________________________
 DF1409  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DF1409  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DF1409
 DF1409  HORZ ORDER  -  SECOND
 DF1409
 DF1409.The horizontal coordinates were established by classical geodetic methods
 DF1409.and adjusted by the National Geodetic Survey in September 1997..
 DF1409
 DF1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1409
 DF1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1409
 DF1409.The geoid height was determined by GEOID03.
 DF1409
 DF1409;                    North         East     Units Scale Factor Converg.
 DF1409;SPC GA E     -   379,489.955   197,075.468   MT  0.99990011   -0 01 02.4
 DF1409;SPC GA E     - 1,245,043.29    646,571.76   sFT  0.99990011   -0 01 02.4
 DF1409;UTM  17      - 3,698,802.558   388,610.772   MT  0.99975297   -0 39 36.0
 DF1409
 DF1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1409!SPC GA E     -   0.99997979  x   0.99990011  =   0.99987991
 DF1409!UTM  17      -   0.99997979  x   0.99975297  =   0.99973277
 DF1409
 DF1409|---------------------------------------------------------------------|
 DF1409| PID    Reference Object                     Distance      Geod. Az  |
 DF1409|                                                           dddmmss.s |
 DF1409| DF1410 BV 121 225 GADT RM 1                 25.070 METERS 22127     |
 DF1409| DF1411 BV 121 225 GADT AZ MK               APPROX. 0.7 KM 2244139.3 |
 DF1409|---------------------------------------------------------------------|
 DF1409
 DF1409                          SUPERSEDED SURVEY CONTROL
 DF1409
 DF1409  NAD 83(1986)-  33 25 22.11135(N)    082 11 53.20886(W) AD(       ) 2
 DF1409  NAD 27      -  33 25 21.61068(N)    082 11 53.77692(W) AD(       ) 2
 DF1409  NGVD 29 (07/19/86)  158.4    (m)          520.     (f) VERT ANG       
 DF1409
 DF1409.Superseded values are not recommended for survey control.
 DF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1409.See file dsdata.txt to determine how the superseded data were derived.
 DF1409
 DF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8861198803(NAD 83)
 DF1409_MARKER: DD = SURVEY DISK
 DF1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1409+STABILITY: SURFACE MOTION
 DF1409
 DF1409  HISTORY     - Date     Condition        Report By
 DF1409  HISTORY     - 1980     MONUMENTED       GADT
 DF1409
 DF1409                          STATION DESCRIPTION
 DF1409
 DF1409'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1409'THE STATION IS LOCATED ABOUT 2.8 KM (1-3/4 MI) SOUTH OF
 DF1409'GROVETOWN, 10.8 KM (6-3/4 MI) EAST OF HARLEM, AND 15.2 KM
 DF1409'(9-1/2 MI) NORTHWEST OF HEPHZIBAH.
 DF1409'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1409'
 DF1409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U.S.
 DF1409'HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND STATE ROUTE
 DF1409'223 APPROXIMATELY 2.6 KM (1.6 MI) SOUTHEAST OF GROVETOWN, GO
 DF1409'SOUTHWEST ALONG U.S. HIGHWAY 78 FOR 2.65 KM (1.65 MI) TO THE
 DF1409'STATION ON THE LEFT.
 DF1409'
 DF1409'THE STATION IS A STANDARD GADT DISK
 DF1409'STAMPED---121-225 1980---,
 DF1409'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1409'FLUSH WITH GROUND.  IT IS LOCATED
 DF1409'15.24 METERS (50.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.
 DF1409'S. HIGHWAY 78 AND 278,
 DF1409'2.96 METERS (9.700 FT) SOUTHWEST FROM A 14 INCH PINE TREE ON THE
 DF1409'SOUTH SIDE OF U.S. HIGHWAY 78, AND
 DF1409'0.88 METER (2.900 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1409'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1409'STAMPED---121-225 1980---,
 DF1409'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1409'
 DF1409'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1409'STAMPED---121-225 1980 RM 1---,
 DF1409'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1409'FLUSH WITH GROUND.  IT IS LOCATED
 DF1409'13.72 METERS (45.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1409'U.S. HIGHWAY 78 AND 278,
 DF1409'28.10 METERS (92.20 FT) WEST-SOUTHWEST FROM THE 14 INCH PINE TREE,
 DF1409'27.74 METERS (91.00 FT) NORTHEAST FROM A POWER POLE TO THE SOUTH
 DF1409'OF U.S. HIGHWAY 78 AND 278, AND
 DF1409'0.76 METER (2.500 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1409'MARK IS LEVEL WITH STATION.
 DF1409'
 DF1409'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1409'STAMPED---121-225 1980 AZ MK---,
 DF1409'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1409'FLUSH WITH GROUND.  IT IS LOCATED
 DF1409'14.33 METERS (47.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1409'U.S. HIGHWAY 78 AND 278,
 DF1409'43.99 METERS (141.0 FT) NORTHEAST FROM A 5 INCH MIMOSA TREE TO
 DF1409'THE SOUTH OF U.S. HIGHWAY 78 AND 278,
 DF1409'2.80 METERS (9.200 FT) NORTH-NORTHEAST FROM AN 18 INCH PINE TREE,
 DF1409'AND
 DF1409'0.76 METER (2.500 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1409'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S.
 DF1409'HIGHWAY 78 AND 278 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON
 DF1409'THE LEFT.
 DF1409'
 DF1409'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1409'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1409'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1411 ***********************************************************************
 DF1411  DESIGNATION -  BV 121 225 GADT AZ MK
 DF1411  PID         -  DF1411
 DF1411  STATE/COUNTY-  GA/RICHMOND
 DF1411  USGS QUAD   -  GROVETOWN (1980)
 DF1411
 DF1411                         *CURRENT SURVEY CONTROL
 DF1411  ___________________________________________________________________
 DF1411* NAD 83(1994)-  33 25 05.27853(N)    082 12 13.06657(W)     ADJUSTED  
 DF1411* NAVD 88     -       133.9    (meters)     439.     (feet)  VERTCON   
 DF1411  ___________________________________________________________________
 DF1411  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 DF1411  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DF1411
 DF1411  HORZ ORDER  -  SECOND
 DF1411
 DF1411.The horizontal coordinates were established by classical geodetic methods
 DF1411.and adjusted by the National Geodetic Survey in September 1997..
 DF1411
 DF1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1411
 DF1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1411
 DF1411.The geoid height was determined by GEOID03.
 DF1411
 DF1411;                    North         East     Units Scale Factor Converg.
 DF1411;SPC GA E     -   378,971.719   196,562.424   MT  0.99990015   -0 01 13.3
 DF1411;SPC GA E     - 1,243,343.05    644,888.55   sFT  0.99990015   -0 01 13.3
 DF1411;UTM  17      - 3,698,290.184   388,092.024   MT  0.99975440   -0 39 46.7
 DF1411
 DF1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1411!SPC GA E     -   0.99998361  x   0.99990015  =   0.99988376
 DF1411!UTM  17      -   0.99998361  x   0.99975440  =   0.99973801
 DF1411
 DF1411                          SUPERSEDED SURVEY CONTROL
 DF1411
 DF1411  NAD 83(1986)-  33 25 05.28322(N)    082 12 13.06244(W) AD(       ) 2
 DF1411  NAD 27      -  33 25 04.78207(N)    082 12 13.62987(W) AD(       ) 2
 DF1411  NGVD 29 (07/19/86)  134.1    (m)          440.     (f) VERT ANG       
 DF1411
 DF1411.Superseded values are not recommended for survey control.
 DF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1411.See file dsdata.txt to determine how the superseded data were derived.
 DF1411
 DF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8809298290(NAD 83)
 DF1411_MARKER: DD = SURVEY DISK
 DF1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1411+STABILITY: SURFACE MOTION
 DF1411
 DF1411  HISTORY     - Date     Condition        Report By
 DF1411  HISTORY     - 1980     MONUMENTED       GADT
 DF1411
 DF1411                          STATION DESCRIPTION
 DF1411
 DF1411'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1411'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH OF GROVETOWN,
 DF1411'10.5 KM (6-1/2 MI) EAST OF HARLEM, AND 15.2 KM (9-1/2 MI)
 DF1411'NORTHWEST OF HEPHZIBAH.
 DF1411'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1411'
 DF1411'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1411'(U.S. HIGHWAY 278, STATE ROUTE 10, AND STATE ROUTE 12) AND STATE
 DF1411'ROUTE 223 APPROXIMATELY 2.6 KM (1.6 MI) SOUTHEAST OF GROVETOWN, GO
 DF1411'SOUTHWEST ALONG U.S. HIGHWAY 78 FOR 3.45 KM (2.15 MI) TO THE
 DF1411'STATION ON THE LEFT.
 DF1411'
 DF1411'THE STATION IS A STANDARD GADT DISK
 DF1411'STAMPED---121-225 1980 AZ MK---,
 DF1411'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1411'FLUSH WITH GROUND.  IT IS LOCATED
 DF1411'14.33 METERS (47.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 DF1411'U.S. HIGHWAY 78 AND 278,
 DF1411'43.99 METERS (141.0 FT) NORTHEAST FROM A 5 INCH MIMOSA TREE TO
 DF1411'THE SOUTH OF U.S. HIGHWAY 78 AND 278,
 DF1411'2.80 METERS (9.200 FT) NORTH-NORTHEAST FROM AN 18 INCH PINE TREE,
 DF1411'AND
 DF1411'0.76 METER (2.500 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1411'
 DF1411'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1411'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1380 ***********************************************************************
 DF1380  DESIGNATION -  BV 121 226 GADT
 DF1380  PID         -  DF1380
 DF1380  STATE/COUNTY-  GA/RICHMOND
 DF1380  USGS QUAD   -  BLYTHE (1980)
 DF1380
 DF1380                         *CURRENT SURVEY CONTROL
 DF1380  ___________________________________________________________________
 DF1380* NAD 83(1994)-  33 22 30.01018(N)    082 09 40.43681(W)     ADJUSTED  
 DF1380* NAVD 88     -       142.7    (meters)     468.     (feet)  VERTCON   
 DF1380  ___________________________________________________________________
 DF1380  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DF1380  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 DF1380
 DF1380  HORZ ORDER  -  SECOND
 DF1380
 DF1380.The horizontal coordinates were established by classical geodetic methods
 DF1380.and adjusted by the National Geodetic Survey in September 1997..
 DF1380
 DF1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1380
 DF1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1380
 DF1380.The geoid height was determined by GEOID03.
 DF1380
 DF1380;                    North         East     Units Scale Factor Converg.
 DF1380;SPC GA E     -   374,187.974   200,505.635   MT  0.99990000   +0 00 10.8
 DF1380;SPC GA E     - 1,227,648.38    657,825.57   sFT  0.99990000   +0 00 10.8
 DF1380;UTM  17      - 3,693,463.270   391,980.780   MT  0.99974385   -0 38 19.9
 DF1380
 DF1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1380!SPC GA E     -   0.99998224  x   0.99990000  =   0.99988224
 DF1380!UTM  17      -   0.99998224  x   0.99974385  =   0.99972610
 DF1380
 DF1380|---------------------------------------------------------------------|
 DF1380| PID    Reference Object                     Distance      Geod. Az  |
 DF1380|                                                           dddmmss.s |
 DF1380| DF1394 BV 121 226 GADT AZ MK               227.381 METERS 05011     |
 DF1380| DF1346 GATE                                APPROX. 4.7 KM 0614641.7 |
 DF1380| DF1381 BV 121 226 GADT RM 1                  9.881 METERS 24254     |
 DF1380|---------------------------------------------------------------------|
 DF1380
 DF1380                          SUPERSEDED SURVEY CONTROL
 DF1380
 DF1380  NAD 83(1986)-  33 22 30.01492(N)    082 09 40.43245(W) AD(       ) 2
 DF1380  NAD 27      -  33 22 29.51151(N)    082 09 41.00086(W) AD(       ) 2
 DF1380  NGVD 29 (07/19/86)  142.9    (m)          469.     (f) VERT ANG       
 DF1380
 DF1380.Superseded values are not recommended for survey control.
 DF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1380.See file dsdata.txt to determine how the superseded data were derived.
 DF1380
 DF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9198193463(NAD 83)
 DF1380_MARKER: DD = SURVEY DISK
 DF1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1380+STABILITY: SURFACE MOTION
 DF1380
 DF1380  HISTORY     - Date     Condition        Report By
 DF1380  HISTORY     - 1980     MONUMENTED       GADT
 DF1380
 DF1380                          STATION DESCRIPTION
 DF1380
 DF1380'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1380'THE STATION IS LOCATED ABOUT 9 KM (5-1/2 MI) SOUTH-SOUTHEAST OF
 DF1380'GROVETOWN, 9 KM (5-1/2 MI) NORTHWEST OF HEPHZIBAH, AND 10 KM
 DF1380'(6-1/4 MI) NORTH-NORTHEAST OF BLYTHE.
 DF1380'OWNERSHIP--U.S. GOVERNMENT (FORT GORDON MILITARY RESERVATION).
 DF1380'
 DF1380'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1380'(BOBBY JONES EXPRESSWAY) AND U.S. HIGHWAY 1 (STATE ROUTE 4) ABOUT
 DF1380'10.8 KM (6-3/4 MI) WEST-SOUTHWEST OF AUGUSTA, GO SOUTHWEST ALONG
 DF1380'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.15 KM (1.95 MI) TO BUTLER
 DF1380'CREEK BRIDGE.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 1 (STATE
 DF1380'ROUTE 4) FOR 3.6 KM (2.25 MI) TO THE JUNCTION OF THE DRIVEWAY
 DF1380'ENTRANCE TO FORT GORDON MILITARY RESERVATION TO THE RIGHT.  TURN
 DF1380'RIGHT GOING NORTHWEST ALONG THE DRIVEWWAY ENTRANCE (4TH AVENUE)
 DF1380'PASSING BY GATE 5 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF THOMAS E
 DF1380'SHIELDS ROAD (NORTH RANGE ROAD) TO THE LEFT.  TURN LEFT GOING
 DF1380'SOUTHWEST AND THEN WEST ALONG THOMAS E SHIELDS ROAD FOR 2.6 KM
 DF1380'(1.6 MI) TO THE JUNCTION OF GENERAL TEDDY ROSSEVELT PAVED ROAD
 DF1380'CROSSING.  TURN LEFT AT A SIGN MARKED DFAE FORESTERY, AND GO SOUTH
 DF1380'ALONG TEDDY ROSSEVELT ROAD FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF
 DF1380'PAVED CARTER ROAD TO THE RIGHT.  TURN RIGHT GOING WEST-NORTHWEST
 DF1380'ALONG CARTER ROAD FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A ROAD
 DF1380'FORKING TO THE RIGHT.  CONTINUE GOING SOUTHWEST ALONG CARTER ROAD
 DF1380'FOR 0.1 KM (0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DF1380'GOING SOUTHWEST ALONG CARTER ROAD FOR 0.25 KM (0.15 MI) TO THE
 DF1380'STATION ON THE RIGHT.
 DF1380'
 DF1380'THE STATION IS A STANDARD GADT DISK
 DF1380'STAMPED---121-226 1980---,
 DF1380'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1380'FLUSH WITH GROUND.  IT IS LOCATED
 DF1380'13.72 METERS (45.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1380'CARTER ROAD,
 DF1380'12.44 METERS (40.8 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 DF1380'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1380'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1380'STAMPED---121-226 1980---,
 DF1380'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1380'
 DF1380'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1380'STAMPED---121-226 1980 RM 1---,
 DF1380'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1380'FLUSH WITH GROUND.  IT IS LOCATED
 DF1380'17.98 METERS (59.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1380'CARTER ROAD,
 DF1380'5.58 METERS (18.3 FT) NORTHEAST FROM THE POWER POLE, AND
 DF1380'0.91 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1380'MARK IS LEVEL WITH STATION.
 DF1380'
 DF1380'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1380'STAMPED---121-226 1980 AZ MK---,
 DF1380'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1380'RECESSED 5.0 CM BELOW THE GROUND.  IT IS LOCATED
 DF1380'11.58 METERS (38.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1380'CARTER ROAD,
 DF1380'17.98 METERS (59.0 FT) WEST FROM THE SOUTH CORNER OF THE WEST END
 DF1380'OF A CONCRETE DITCH, 25.02 METERS (82.1 FT) NORTH-NORTHWEST
 DF1380'FROM A TELEPHONE POLE ON THE SOUTH SIDE OF THE ROAD, AND
 DF1380'1.1 METERS (3.6 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1380'
 DF1380'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1380'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1380'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1394 ***********************************************************************
 DF1394  DESIGNATION -  BV 121 226 GADT AZ MK
 DF1394  PID         -  DF1394
 DF1394  STATE/COUNTY-  GA/RICHMOND
 DF1394  USGS QUAD   -  GROVETOWN (1980)
 DF1394
 DF1394                         *CURRENT SURVEY CONTROL
 DF1394  ___________________________________________________________________
 DF1394* NAD 83(1994)-  33 22 34.73594(N)    082 09 33.68000(W)     ADJUSTED  
 DF1394* NAVD 88     -       128.3    (meters)     421.     (feet)  VERTCON   
 DF1394  ___________________________________________________________________
 DF1394  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DF1394  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DF1394
 DF1394  HORZ ORDER  -  SECOND
 DF1394
 DF1394.The horizontal coordinates were established by classical geodetic methods
 DF1394.and adjusted by the National Geodetic Survey in September 1997..
 DF1394
 DF1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1394
 DF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1394
 DF1394.The geoid height was determined by GEOID03.
 DF1394
 DF1394;                    North         East     Units Scale Factor Converg.
 DF1394;SPC GA E     -   374,333.565   200,680.264   MT  0.99990001   +0 00 14.5
 DF1394;SPC GA E     - 1,228,126.04    658,398.50   sFT  0.99990001   +0 00 14.5
 DF1394;UTM  17      - 3,693,606.873   392,157.001   MT  0.99974339   -0 38 16.3
 DF1394
 DF1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1394!SPC GA E     -   0.99998450  x   0.99990001  =   0.99988451
 DF1394!UTM  17      -   0.99998450  x   0.99974339  =   0.99972790
 DF1394
 DF1394                          SUPERSEDED SURVEY CONTROL
 DF1394
 DF1394  NAD 83(1986)-  33 22 34.74067(N)    082 09 33.67564(W) AD(       ) 2
 DF1394  NAD 27      -  33 22 34.23740(N)    082 09 34.24425(W) AD(       ) 2
 DF1394  NGVD 29 (07/19/86)  128.5    (m)          422.     (f) VERT ANG       
 DF1394
 DF1394.Superseded values are not recommended for survey control.
 DF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1394.See file dsdata.txt to determine how the superseded data were derived.
 DF1394
 DF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9215793607(NAD 83)
 DF1394_MARKER: DD = SURVEY DISK
 DF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1394+STABILITY: SURFACE MOTION
 DF1394
 DF1394  HISTORY     - Date     Condition        Report By
 DF1394  HISTORY     - 1980     MONUMENTED       GADT
 DF1394
 DF1394                          STATION DESCRIPTION
 DF1394
 DF1394'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1394'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) SOUTH-SOUTHEAST OF
 DF1394'(6-1/4 MI) NORTH-NORTHEAST OF BLYTHE.
 DF1394'OWNERSHIP--U.S. GOVERNMENT (FORT GORDON MILITARY RESERVATION).
 DF1394'
 DF1394'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 520
 DF1394'(BOBBY JONES EXPRESSWAY) AND U.S. HIGHWAY 1 (STATE ROUTE 4) ABOUT
 DF1394'10.8 KM (6-3/4 MI) WEST-SOUTHWEST OF AUGUSTA, GO SOUTHWEST ALONG
 DF1394'U.S. HIGHWAY 1 (STATE ROUTE 4) FOR 3.15 KM (1.95 MI) TO BUTLER
 DF1394'CREEK BRIDGE.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 1 (STATE
 DF1394'ROUTE 4) FOR 3.6 KM (2.25 MI) TO THE JUNCTION OF THE DRIVEWAY
 DF1394'ENTRANCE TO FORT GORDON MILITARY RESERVATION TO THE RIGHT.  TURN
 DF1394'RIGHT GOING NORTHWEST ALONG THE DRIVEWWAY ENTRANCE (4TH AVENUE)
 DF1394'PASSING BY GATE 5 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF THOMAS E
 DF1394'SHIELDS ROAD (NORTH RANGE ROAD) TO THE LEFT.  TURN LEFT GOING
 DF1394'SOUTHWEST AND THEN WEST ALONG THOMAS E SHIELDS ROAD FOR 2.6 KM
 DF1394'(1.6 MI) TO THE JUNCTION OF GENERAL TEDDY ROSSEVELT PAVED ROAD
 DF1394'CROSSING.  TURN LEFT AT A SIGN MARKED DFAE FORESTERY, AND GO SOUTH
 DF1394'ALONG TEDDY ROSSEVELT ROAD FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF
 DF1394'PAVED CARTER ROAD TO THE RIGHT.  TURN RIGHT GOING WEST-NORTHWEST
 DF1394'ALONG CARTER ROAD FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A ROAD
 DF1394'FORKING TO THE RIGHT.  CONTINUE GOING SOUTHWEST ALONG CARTER ROAD
 DF1394'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DF1394'
 DF1394'THE STATION IS A STANDARD GADT DISK
 DF1394'STAMPED---121-226 1980 AZ MK---,
 DF1394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1394'RECESSED 5.0 CM BELOW THE GROUND.  IT IS LOCATED
 DF1394'11.58 METERS (38.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 DF1394'CARTER ROAD,
 DF1394'17.98 METERS (59.0 FT) WEST FROM THE SOUTH CORNER OF THE WEST END
 DF1394'OF A CONCRETE DITCH, 25.02 METERS (82.1 FT) NORTH-NORTHWEST
 DF1394'FROM A TELEPHONE POLE ON THE SOUTH SIDE OF THE ROAD, AND
 DF1394'1.1 METERS (3.6 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1394'
 DF1394'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1394'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1584 ***********************************************************************
 DF1584  DESIGNATION -  BV 121 227 GADT
 DF1584  PID         -  DF1584
 DF1584  STATE/COUNTY-  GA/RICHMOND
 DF1584  USGS QUAD   -  AVONDALE (1977)
 DF1584
 DF1584                         *CURRENT SURVEY CONTROL
 DF1584  ___________________________________________________________________
 DF1584* NAD 83(1994)-  33 18 56.10010(N)    082 16 15.94379(W)     ADJUSTED  
 DF1584* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 DF1584  ___________________________________________________________________
 DF1584  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DF1584  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DF1584
 DF1584  HORZ ORDER  -  SECOND
 DF1584
 DF1584.The horizontal coordinates were established by classical geodetic methods
 DF1584.and adjusted by the National Geodetic Survey in September 1997..
 DF1584
 DF1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1584
 DF1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1584
 DF1584.The geoid height was determined by GEOID03.
 DF1584
 DF1584;                    North         East     Units Scale Factor Converg.
 DF1584;SPC GA E     -   367,603.237   190,276.652   MT  0.99990117   -0 03 26.5
 DF1584;SPC GA E     - 1,206,044.95    624,265.98   sFT  0.99990117   -0 03 26.5
 DF1584;UTM  17      - 3,686,994.368   381,680.196   MT  0.99977260   -0 41 53.6
 DF1584
 DF1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1584!SPC GA E     -   0.99998533  x   0.99990117  =   0.99988650
 DF1584!UTM  17      -   0.99998533  x   0.99977260  =   0.99975793
 DF1584
 DF1584:                Primary Azimuth Mark                     Grid Az
 DF1584:SPC GA E     -  BV 121 227 GADT AZ MK                    003 17 25.7
 DF1584:UTM  17      -  BV 121 227 GADT AZ MK                    003 55 52.8
 DF1584
 DF1584|---------------------------------------------------------------------|
 DF1584| PID    Reference Object                     Distance      Geod. Az  |
 DF1584|                                                           dddmmss.s |
 DF1584| DF1582 BV 121 227 GADT AZ MK               APPROX. 0.7 KM 0031359.2 |
 DF1584| DF1583 BV 121 227 GADT RM 2                 14.370 METERS 05738     |
 DF1584| DF1585 BV 121 227 GADT RM 1                 28.877 METERS 30455     |
 DF1584|---------------------------------------------------------------------|
 DF1584
 DF1584                          SUPERSEDED SURVEY CONTROL
 DF1584
 DF1584  NAD 83(1986)-  33 18 56.10497(N)    082 16 15.94017(W) AD(       ) 2
 DF1584  NAD 27      -  33 18 55.59311(N)    082 16 16.50323(W) AD(       ) 2
 DF1584  NGVD 29 (07/19/86)  123.0    (m)          404.     (f) VERT ANG       
 DF1584
 DF1584.Superseded values are not recommended for survey control.
 DF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1584.See file dsdata.txt to determine how the superseded data were derived.
 DF1584
 DF1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8168086994(NAD 83)
 DF1584_MARKER: DD = SURVEY DISK
 DF1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1584+STABILITY: SURFACE MOTION
 DF1584
 DF1584  HISTORY     - Date     Condition        Report By
 DF1584  HISTORY     - 1980     MONUMENTED       GADT
 DF1584
 DF1584                          STATION DESCRIPTION
 DF1584
 DF1584'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1584'THE STATION IS LOCATED ABOUT 9.8 KM (6 MI) NORTH-NORTHWEST OF
 DF1584'KEYSVILLE, 16 KM (10 MI) WEST OF HEPHZIBAH, AND 11.2 KM (7 MI)
 DF1584'SOUTH-SOUTHEAST OF GROVETOWN.
 DF1584'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1584'RESERVATION.
 DF1584'
 DF1584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1584'(U.S. HIGHWAY 278) AND THE PAVED ENTRANCE ROAD TO FORT GORDON
 DF1584'(GATE 3) APPROXIMATELY 2.8 KM (1.75 MI) SOUTHEAST OF GROVETOWN,
 DF1584'GO SOUTHEAST ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.1 MI) TO THE
 DF1584'JUNCTION OF PAVED 13-TH AVENUE FORKING TO THE LEFT AND PAVED 11-TH
 DF1584'STREET FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG 11-TH
 DF1584'STREET FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF PAVED 6-TH AVENUE
 DF1584'CROSSING.  TURN RIGHT GOING WEST ALONG 6-TH AVENUE FOR 0.3 KM
 DF1584'(0.2 MI) TO THE JUNCTION OF A PAVED STREET CROSSING AND PAVED RANGE
 DF1584'ROAD AHEAD TO THE SOUTHWEST.  CONTINUE AHEAD GOING SOUTHWEST
 DF1584'ALONG RANGE ROAD FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF NORTH
 DF1584'RANGE ROAD REVERSE FORKING TO THE EAST.  CONTINUE WEST THEN
 DF1584'SOUTHWEST ALONG RANGE ROAD FOR 6.3 KM (3.9 MI) TO THE JUNCTION OF
 DF1584'PAVED GIBSON ROAD FORKING TO THE RIGHT.  TURN RIGHT GOING
 DF1584'SOUTHWEST ALONG GIBSON ROAD FOR 4.0 KM (2.5 MI) TO THE JUNCTION OF
 DF1584'DIRT JONES CHAPEL ROAD FORKING TO THE LEFT AND LEITNER CEMETERY ON
 DF1584'THE LEFT.  CONTINUE WEST ALONG GIBSON ROAD FOR 1.2 KM (0.75 MI) TO
 DF1584'THE JUNCTION OF HARLEM ROAD CROSSING (DIRT TO THE RIGHT AND PAVED
 DF1584'TO THE LEFT).  TURN LEFT GOING SOUTHEAST THEN SOUTH ALONG HARLEM
 DF1584'ROAD FOR 4.0 KM (2.5 MI) TO THE JUNCTION OF A ROAD CROSSING (PAVED
 DF1584'TO THE LEFT AND DIRT TO THE RIGHT) AND HARLEM ROAD BECOMING
 DF1584'DIRT.  CONTINUE GOING SOUTH ALONG DIRT HARLEM ROAD FOR 1.0 KM
 DF1584'(0.6 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ALONG
 DF1584'HARLEM ROAD FOR 0.7 KM (0.45 MI) TO A FORK AND THE STATION.
 DF1584'
 DF1584'THE STATION IS A STANDARD GADT DISK
 DF1584'STAMPED---121-227 1980---,
 DF1584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1584'RECESSED 30. CM BELOW THE GROUND.  IT IS LOCATED
 DF1584'32.52 METERS (106.7 FT) SOUTH-SOUTHEAST FROM A 14 INCH OAK TREE,
 DF1584'15.24 METERS (50.00 FT) SOUTH-SOUTHWEST FROM A CEMETERY SIGN POST,
 DF1584'3.96 METERS (13.00 FT) WEST FROM THE CENTERLINE OF THE DIRT ROAD,
 DF1584'AND
 DF1584'1.52 METERS (5.000 FT) EAST FROM A WITNESS POST.
 DF1584'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1584'STAMPED---121-227 1980---,
 DF1584'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 DF1584'
 DF1584'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1584'STAMPED---121-227 1980 RM 1---,
 DF1584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1584'FLUSH WITH GROUND.  IT IS LOCATED
 DF1584'34.57 METERS (113.4 FT) WEST FROM THE CEMETERY SIGN POST,
 DF1584'7.07 METERS (23.20 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 DF1584'OTHER DIRT ROAD,,
 DF1584'4.57 METERS (15.00 FT) SOUTHWEST FROM THE 14 INCH OAK TREE, AND
 DF1584'0.91 METER (3.000 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 DF1584'MARK IS BELOW STATION 0.600 METERS.
 DF1584'
 DF1584'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 DF1584'STAMPED---121-227 1980 RM 2---,
 DF1584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1584'FLUSH WITH GROUND.  IT IS LOCATED
 DF1584'39.32 METERS (129.0 FT) EAST-SOUTHEAST FROM THE 14 INCH OAK TREE,
 DF1584'7.62 METERS (25.00 FT) EAST FROM THE CENTERLINE OF THE DIRT ROAD,
 DF1584'3.81 METERS (12.50 FT) SOUTH-SOUTHEAST FROM THE CEMETERY SIGN
 DF1584'POST, AND
 DF1584'0.82 METER (2.700 FT) EAST FROM A WITNESS POST.
 DF1584'MARK IS ABOVE STATION 0.300 METERS.
 DF1584'
 DF1584'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1584'STAMPED---121-227 1980 AZ MK---,
 DF1584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1584'FLUSH WITH GROUND.  IT IS LOCATED
 DF1584'7.01 METERS (23.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1584'DIRT ROAD,
 DF1584'3.17 METERS (10.40 FT) SOUTHWEST FROM A 5 INCH OAK TREE,
 DF1584'1.74 METERS (5.700 FT) NORTH-NORTHWEST FROM A 7 INCH PINE TREE,
 DF1584'AND
 DF1584'1.04 METERS (3.400 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1584'
 DF1584'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1584'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1584'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1582 ***********************************************************************
 DF1582  DESIGNATION -  BV 121 227 GADT AZ MK
 DF1582  PID         -  DF1582
 DF1582  STATE/COUNTY-  GA/RICHMOND
 DF1582  USGS QUAD   -  AVONDALE (1977)
 DF1582
 DF1582                         *CURRENT SURVEY CONTROL
 DF1582  ___________________________________________________________________
 DF1582* NAD 83(1994)-  33 19 18.95137(N)    082 16 14.40622(W)     ADJUSTED  
 DF1582* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 DF1582  ___________________________________________________________________
 DF1582  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DF1582  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DF1582
 DF1582  HORZ ORDER  -  SECOND
 DF1582
 DF1582.The horizontal coordinates were established by classical geodetic methods
 DF1582.and adjusted by the National Geodetic Survey in September 1997..
 DF1582
 DF1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1582
 DF1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1582
 DF1582.The geoid height was determined by GEOID03.
 DF1582
 DF1582;                    North         East     Units Scale Factor Converg.
 DF1582;SPC GA E     -   368,307.138   190,317.121   MT  0.99990116   -0 03 25.7
 DF1582;SPC GA E     - 1,208,354.34    624,398.75   sFT  0.99990116   -0 03 25.7
 DF1582;UTM  17      - 3,687,697.681   381,728.530   MT  0.99977246   -0 41 53.2
 DF1582
 DF1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1582!SPC GA E     -   0.99998666  x   0.99990116  =   0.99988782
 DF1582!UTM  17      -   0.99998666  x   0.99977246  =   0.99975912
 DF1582
 DF1582                          SUPERSEDED SURVEY CONTROL
 DF1582
 DF1582  NAD 83(1986)-  33 19 18.95623(N)    082 16 14.40259(W) AD(       ) 2
 DF1582  NAD 27      -  33 19 18.44495(N)    082 16 14.96563(W) AD(       ) 2
 DF1582  NGVD 29 (07/19/86)  114.5    (m)          376.     (f) VERT ANG       
 DF1582
 DF1582.Superseded values are not recommended for survey control.
 DF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1582.See file dsdata.txt to determine how the superseded data were derived.
 DF1582
 DF1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8172987698(NAD 83)
 DF1582_MARKER: DD = SURVEY DISK
 DF1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1582+STABILITY: SURFACE MOTION
 DF1582
 DF1582  HISTORY     - Date     Condition        Report By
 DF1582  HISTORY     - 1980     MONUMENTED       GADT
 DF1582
 DF1582                          STATION DESCRIPTION
 DF1582
 DF1582'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1582'THE STATION IS LOCATED ABOUT 9.8 KM (6 MI) NORTH-NORTHWEST OF
 DF1582'KEYSVILLE, 16 KM (10 MI) WEST OF HEPHZIBAH, AND 11.2 KM (7 MI)
 DF1582'SOUTH-SOUTHEAST OF GROVETOWN.
 DF1582'OWNERSHIP--UNITED STATES GOVERNMENT, FORT GORDON MILITARY
 DF1582'RESERVATION.
 DF1582'
 DF1582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (U. S.
 DF1582'HIGHWAY 278) AND THE PAVED ENTRANCE ROAD TO FORT GORDON (GATE 3)
 DF1582'APPROXIMATELY 2.8 KM (1.75 MI) SOUTHEAST OF GROVETOWN, GO
 DF1582'SOUTHEAST ALONG THE ENTRANCE ROAD FOR 0.15 KM (0.1 MI) TO THE
 DF1582'JUNCTION OF PAVED 13-TH AVENUE FORKING TO THE LEFT AND PAVED 11-TH
 DF1582'STREET FORKING TO THE RIGHT.  TURN RIGHT GOING SOUTH ALONG 11-TH
 DF1582'STREET FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF PAVED 6-TH AVENUE
 DF1582'CROSSING.  TURN RIGHT GOING WEST ALONG 6-TH AVENUE FOR 0.3 KM
 DF1582'(0.2 MI) TO THE JUNCTION OF A PAVED STREET CROSSING AND PAVED
 DF1582'RANGE ROAD AHEAD TO THE SOUTHWEST.  CONTINUE AHEAD GOING SOUTHWEST
 DF1582'ALONG RANGE ROAD FOR 1.85 KM (1.15 MI) TO THE JUNCTION OF NORTH
 DF1582'RANGE ROAD REVERSE FORKING TO THE EAST.  CONTINUE WEST THEN
 DF1582'SOUTHWEST ALONG RANGE ROAD FOR 6.3 KM (3.9 MI) TO THE JUNCTION OF
 DF1582'PAVED GIBSON ROAD FORKING TO THE RIGHT.  TURN RIGHT GOING
 DF1582'SOUTHWEST ALONG GIBSON ROAD FOR 4.0 KM (2.5 MI) TO THE
 DF1582'JUNCTION OF DIRT JONES CHAPEL ROAD FORKING TO THE LEFT AND
 DF1582'LEITNER CEMETERY ON THE LEFT.  CONTINUE WEST ALONG GIBSON ROAD FOR
 DF1582'1.2 KM (0.75 MI) TO THE JUNCTION OF HARLEM ROAD CROSSING (DIRT TO
 DF1582'THE RIGHT AND PAVED TO THE LEFT).  TURN LEFT GOING SOUTHEAST THEN
 DF1582'SOUTH ALONG HARLEM ROAD FOR 4.0 KM (2.5 MI) TO THE JUNCTION OF A
 DF1582'ROAD CROSSING (PAVED TO THE LEFT AND DIRT TO THE RIGHT) AND HARLEM
 DF1582'ROAD BECOMING DIRT.  CONTINUE GOING SOUTH ALONG DIRT HARLEM
 DF1582'ROAD FOR 1.0 KM (0.6 MI) TO THE STATION ON THE LEFT.
 DF1582'
 DF1582'THE STATION IS A STANDARD GADT DISK
 DF1582'STAMPED---121-227 1980 AZ MK---,
 DF1582'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1582'FLUSH WITH GROUND.  IT IS LOCATED
 DF1582'7.01 METERS (23.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 DF1582'DIRT ROAD,
 DF1582'3.17 METERS (10.40 FT) SOUTHWEST FROM A 5 INCH OAK TREE,
 DF1582'1.74 METERS (5.700 FT) NORTH-NORTHWEST FROM A 7 INCH PINE TREE,
 DF1582'AND
 DF1582'1.04 METERS (3.400 FT) WEST-NORTHWEST FROM A WITNESS POST.
 DF1582'
 DF1582'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1582'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1370 ***********************************************************************
 DF1370  DESIGNATION -  BV 121 228 GADT
 DF1370  PID         -  DF1370
 DF1370  STATE/COUNTY-  GA/RICHMOND
 DF1370  USGS QUAD   -  HEPHZIBAH (1980)
 DF1370
 DF1370                         *CURRENT SURVEY CONTROL
 DF1370  ___________________________________________________________________
 DF1370* NAD 83(1994)-  33 16 57.44535(N)    082 04 57.54320(W)     ADJUSTED  
 DF1370* NAVD 88     -       121.1    (meters)     397.     (feet)  VERTCON   
 DF1370  ___________________________________________________________________
 DF1370  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DF1370  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DF1370
 DF1370  HORZ ORDER  -  SECOND
 DF1370
 DF1370.The horizontal coordinates were established by classical geodetic methods
 DF1370.and adjusted by the National Geodetic Survey in September 1997..
 DF1370
 DF1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1370
 DF1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1370
 DF1370.The geoid height was determined by GEOID03.
 DF1370
 DF1370;                    North         East     Units Scale Factor Converg.
 DF1370;SPC GA E     -   363,946.336   207,825.635   MT  0.99990075   +0 02 46.0
 DF1370;SPC GA E     - 1,194,047.27    681,841.27   sFT  0.99990075   +0 02 46.0
 DF1370;UTM  17      - 3,683,142.084   399,184.537   MT  0.99972531   -0 35 39.0
 DF1370
 DF1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1370!SPC GA E     -   0.99998568  x   0.99990075  =   0.99988643
 DF1370!UTM  17      -   0.99998568  x   0.99972531  =   0.99971099
 DF1370
 DF1370:                Primary Azimuth Mark                     Grid Az
 DF1370:SPC GA E     -  BV 121 228 GADT AZ MK                    143 54 21.0
 DF1370:UTM  17      -  BV 121 228 GADT AZ MK                    144 32 46.0
 DF1370
 DF1370|---------------------------------------------------------------------|
 DF1370| PID    Reference Object                     Distance      Geod. Az  |
 DF1370|                                                           dddmmss.s |
 DF1370| DF1367 BV 121 228 GADT AZ MK               491.650 METERS 1435707.0 |
 DF1370| DF1371 BV 121 228 GADT RM 1                 23.399 METERS 20217     |
 DF1370|---------------------------------------------------------------------|
 DF1370
 DF1370                          SUPERSEDED SURVEY CONTROL
 DF1370
 DF1370  NAD 83(1986)-  33 16 57.45002(N)    082 04 57.53859(W) AD(       ) 2
 DF1370  NAD 27      -  33 16 56.93719(N)    082 04 58.11178(W) AD(       ) 2
 DF1370  NGVD 29 (07/19/86)  121.3    (m)          398.     (f) VERT ANG       
 DF1370
 DF1370.Superseded values are not recommended for survey control.
 DF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1370.See file dsdata.txt to determine how the superseded data were derived.
 DF1370
 DF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9918583142(NAD 83)
 DF1370_MARKER: DD = SURVEY DISK
 DF1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1370+STABILITY: SURFACE MOTION
 DF1370
 DF1370  HISTORY     - Date     Condition        Report By
 DF1370  HISTORY     - 1980     MONUMENTED       GADT
 DF1370
 DF1370                          STATION DESCRIPTION
 DF1370
 DF1370'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1370'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI) SOUTHEAST OF
 DF1370'HEPHZIBAH, 14.8 KM (9-1/4 MI) EAST-NORTHEAST OF KEYSVILLE, AND 11.1
 DF1370'KM (7 MI) EAST OF BLYTHE ON RICHMOND COUNTY RIGHT OF WAY.
 DF1370'
 DF1370'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1370'WESTERLY ALONG STATE ROUTE 88 FOR 0.1 KM (0.05 MI) TO
 DF1370'THE JUNCTION OF BROTHERSVILLE ROAD TO THE LEFT.  TURN LEFT GOING
 DF1370'SOUTH ALONG BROTHERSVILLE ROAD FOR 1.4 KM (0.85 MI) TO ITS
 DF1370'TERMINATION AT THE JUNCTION OF STOREY MILL ROAD (PAVED COUNTY ROAD
 DF1370'92111) TO THE RIGHT, AND HEPHZIBAH-MCBEAN ROAD (PAVED COUNTY ROAD
 DF1370'91105) TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG
 DF1370'HEPHZIBAH-MCBEAN ROAD FOR 2.7 KM (1.7 MI) TO THE STATION ON THE
 DF1370'LEFT.
 DF1370'
 DF1370'THE STATION IS A STANDARD GADT DISK
 DF1370'STAMPED---121-228 1980---,
 DF1370'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1370'FLUSH WITH GROUND.  IT IS LOCATED
 DF1370'10.76 METERS (35.3 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1370'PAVED HEPHZIBAH-MCBEAN ROAD,
 DF1370'10.67 METERS (35.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 DF1370'DIRT FARM ROAD,
 DF1370'54.02 METERS (173.3 FT) NORTH-NORTHWEST FROM A POWER POLE ON THE
 DF1370'EAST SIDE OF THE ROAD,
 DF1370'4.76 METERS (15.60 FT) SOUTH-SOUTHEAST FROM A LARGE FENCE POST AT
 DF1370'GAP OPENING, AND
 DF1370'0.97 METER (3.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1370'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1370'STAMPED---121-228 1980---,
 DF1370'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 DF1370'
 DF1370'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1370'STAMPED---121-228 1980 RM 1---,
 DF1370'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1370'FLUSH WITH GROUND.  IT IS LOCATED
 DF1370'9.60 METERS (31.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 DF1370'HEPHZIBAH-MCBEAN ROAD,
 DF1370'27.16 METERS (89.10 FT) SOUTH FROM THE LARGE FENCE POST TO THE
 DF1370'EAST OF THE ROAD,
 DF1370'47.49 METERS (155.8 FT) WEST-NORTHWEST FROM THE POWER POLE ON THE
 DF1370'EAST SIDE OF THE ROAD, AND
 DF1370'0.82 METER (2.7 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1370'MARK IS LEVEL WITH STATION.
 DF1370'
 DF1370'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1370'STAMPED---121-228 1980 AZ MK---,
 DF1370'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1370'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1370'9.60 METERS (31.5 FT) SOUTHWEST FROM THE CENTERLINE OF
 DF1370'HEPHZIBAH-MCBEAN ROAD,
 DF1370'19.20 METERS (63.00 FT) WEST-SOUTHWEST FROM A POWER POLE TO THE
 DF1370'EAST OF THE ROAD, AND
 DF1370'0.85 METER (2.8 FT) NORTHEAST FROM A WITNESS POST.
 DF1370'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 DF1370'HEPHZIBAH-MCBEAN ROAD FOR 0.6 KM (0.35 MI) TO THE MARK ON
 DF1370'THE RIGHT.
 DF1370'
 DF1370'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1370'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1370'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1367 ***********************************************************************
 DF1367  DESIGNATION -  BV 121 228 GADT AZ MK
 DF1367  PID         -  DF1367
 DF1367  STATE/COUNTY-  GA/RICHMOND
 DF1367  USGS QUAD   -  HEPHZIBAH (1980)
 DF1367
 DF1367                         *CURRENT SURVEY CONTROL
 DF1367  ___________________________________________________________________
 DF1367* NAD 83(1994)-  33 16 44.54244(N)    082 04 46.36277(W)     ADJUSTED  
 DF1367* NAVD 88     -       117.4    (meters)     385.     (feet)  VERTCON   
 DF1367  ___________________________________________________________________
 DF1367  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DF1367  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF1367
 DF1367  HORZ ORDER  -  SECOND
 DF1367
 DF1367.The horizontal coordinates were established by classical geodetic methods
 DF1367.and adjusted by the National Geodetic Survey in September 1997..
 DF1367
 DF1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1367
 DF1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1367
 DF1367.The geoid height was determined by GEOID03.
 DF1367
 DF1367;                    North         East     Units Scale Factor Converg.
 DF1367;SPC GA E     -   363,549.098   208,115.244   MT  0.99990081   +0 02 52.1
 DF1367;SPC GA E     - 1,192,744.00    682,791.43   sFT  0.99990081   +0 02 52.1
 DF1367;UTM  17      - 3,682,741.705   399,469.639   MT  0.99972460   -0 35 32.7
 DF1367
 DF1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1367!SPC GA E     -   0.99998626  x   0.99990081  =   0.99988707
 DF1367!UTM  17      -   0.99998626  x   0.99972460  =   0.99971086
 DF1367
 DF1367                          SUPERSEDED SURVEY CONTROL
 DF1367
 DF1367  NAD 83(1986)-  33 16 44.54712(N)    082 04 46.35817(W) AD(       ) 2
 DF1367  NAD 27      -  33 16 44.03399(N)    082 04 46.93163(W) AD(       ) 2
 DF1367  NGVD 29 (07/19/86)  117.6    (m)          386.     (f) VERT ANG       
 DF1367
 DF1367.Superseded values are not recommended for survey control.
 DF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1367.See file dsdata.txt to determine how the superseded data were derived.
 DF1367
 DF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9947082742(NAD 83)
 DF1367_MARKER: DD = SURVEY DISK
 DF1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1367+STABILITY: SURFACE MOTION
 DF1367
 DF1367  HISTORY     - Date     Condition        Report By
 DF1367  HISTORY     - 1980     MONUMENTED       GADT
 DF1367
 DF1367                          STATION DESCRIPTION
 DF1367
 DF1367'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1367'THE STATION IS LOCATED ABOUT 4.2 KM (2-1/2 MI) SOUTH-SOUTHEAST OF
 DF1367'HEPHZIBAH, 15 KM (9-1/4 MI) EAST-NORTHEAST OF KEYSVILLE, AND 11.4
 DF1367'KM (7 MI) EAST OF BLYTHE ON RICHMOND COUNTY RIGHT OF WAY.
 DF1367'
 DF1367'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1367'WESTERLY ALONG STATE ROUTE 88 FOR 0.1 KM (0.05 MI) TO
 DF1367'THE JUNCTION OF BROTHERSVILLE ROAD TO THE LEFT.  TURN LEFT GOING
 DF1367'SOUTH ALONG BROTHERSVILLE ROAD FOR 1.4 KM (0.85 MI) TO ITS
 DF1367'TERMINATION AT THE JUNCTION OF STOREY MILL ROAD (PAVED COUNTY ROAD
 DF1367'92111) TO THE RIGHT, AND HEPHZIBAH-MCBEAN ROAD (PAVED COUNTY ROAD
 DF1367'91105) TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG
 DF1367'HEPHZIBAH-MCBEAN ROAD FOR 3.4 KM (2.05 MI) TO THE STATION ON THE
 DF1367'RIGHT.
 DF1367'
 DF1367'THE STATION IS A STANDARD GADT DISK
 DF1367'STAMPED---121-228 1980 AZ MK---,
 DF1367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1367'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1367'9.60 METERS (31.5 FT) SOUTHWEST FROM THE CENTERLINE OF
 DF1367'HEPHZIBAH-MCBEAN ROAD,
 DF1367'19.20 METERS (63.00 FT) WEST-SOUTHWEST FROM A POWER POLE TO THE
 DF1367'EAST OF THE ROAD, AND
 DF1367'0.85 METER (2.8 FT) NORTHEAST FROM A WITNESS POST.
 DF1367'
 DF1367'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1367'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1361 ***********************************************************************
 DF1361  DESIGNATION -  BV 121 229 GADT
 DF1361  PID         -  DF1361
 DF1361  STATE/COUNTY-  GA/RICHMOND
 DF1361  USGS QUAD   -  HEPHZIBAH (1980)
 DF1361
 DF1361                         *CURRENT SURVEY CONTROL
 DF1361  ___________________________________________________________________
 DF1361* NAD 83(1994)-  33 17 50.21185(N)    082 03 03.45631(W)     ADJUSTED  
 DF1361* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 DF1361  ___________________________________________________________________
 DF1361  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 DF1361  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DF1361
 DF1361  HORZ ORDER  -  SECOND
 DF1361
 DF1361.The horizontal coordinates were established by classical geodetic methods
 DF1361.and adjusted by the National Geodetic Survey in September 1997..
 DF1361
 DF1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1361
 DF1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1361
 DF1361.The geoid height was determined by GEOID03.
 DF1361
 DF1361;                    North         East     Units Scale Factor Converg.
 DF1361;SPC GA E     -   365,574.641   210,775.669   MT  0.99990143   +0 03 48.7
 DF1361;SPC GA E     - 1,199,389.47    691,519.84   sFT  0.99990143   +0 03 48.7
 DF1361;UTM  17      - 3,684,737.029   402,152.054   MT  0.99971804   -0 34 37.2
 DF1361
 DF1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1361!SPC GA E     -   0.99998758  x   0.99990143  =   0.99988901
 DF1361!UTM  17      -   0.99998758  x   0.99971804  =   0.99970562
 DF1361
 DF1361|---------------------------------------------------------------------|
 DF1361| PID    Reference Object                     Distance      Geod. Az  |
 DF1361|                                                           dddmmss.s |
 DF1361| DF1362 BV 121 229 GADT RM 1                 20.960 METERS 33846     |
 DF1361| DF1363 BV 121 229 GADT AZ MK               442.315 METERS 3384741.6 |
 DF1361|---------------------------------------------------------------------|
 DF1361
 DF1361                          SUPERSEDED SURVEY CONTROL
 DF1361
 DF1361  NAD 83(1986)-  33 17 50.21641(N)    082 03 03.45170(W) AD(       ) 2
 DF1361  NAD 27      -  33 17 49.70420(N)    082 03 04.02780(W) AD(       ) 2
 DF1361  NGVD 29 (07/19/86)  109.3    (m)          359.     (f) VERT ANG       
 DF1361
 DF1361.Superseded values are not recommended for survey control.
 DF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1361.See file dsdata.txt to determine how the superseded data were derived.
 DF1361
 DF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0215284737(NAD 83)
 DF1361_MARKER: DD = SURVEY DISK
 DF1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1361+STABILITY: SURFACE MOTION
 DF1361
 DF1361  HISTORY     - Date     Condition        Report By
 DF1361  HISTORY     - 1980     MONUMENTED       GADT
 DF1361
 DF1361                          STATION DESCRIPTION
 DF1361
 DF1361'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1361'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST-SOUTHEAST OF
 DF1361'HEPHZIBAH, 14 KM (8-3/4 MI) EAST OF BLYTHE, AND 11.2 KM
 DF1361'(7 MI) NORTHWEST OF MCBEAN.
 DF1361'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1361'
 DF1361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1361'(STATE ROUTE 21) AND STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1361'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY
 DF1361'25 FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD
 DF1361'57 (MIMMS ROAD) TO THE RIGHT.  CONTINUE SOUTH ALONG U.S.
 DF1361'HIGHWAY 25 FOR 1.0 KM (0.6 MI) TO THE AZIMUTH MARK ON THE
 DF1361'RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25 FOR 0.5 KM
 DF1361'(0.3 MI) TO THE STATION ON THE LEFT.
 DF1361'
 DF1361'THE STATION IS A STANDARD GADT DISK
 DF1361'STAMPED---121-229 1980---,
 DF1361'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1361'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1361'12.38 METERS (40.60 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 25,
 DF1361'37.86 METERS (124.2 FT) EAST-SOUTHEAST FROM A POWER POLE TO THE
 DF1361'WEST OF U.S. HIGHWAY 25,
 DF1361'20.42 METERS (67.00 FT) SOUTH FROM A RIGHT OF WAY MARKER (TOP
 DF1361'CENTER), AND
 DF1361'1.13 METERS (3.70 FT) WEST FROM A WITNESS POST.
 DF1361'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1361'STAMPED---121-229 1980---,
 DF1361'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1361'
 DF1361'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1361'STAMPED---121-229 1980 RM 1---,
 DF1361'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1361'FLUSH WITH GROUND.  IT IS LOCATED
 DF1361'11.13 METERS (36.50 FT) EAST-NORTHEAST FROM THE CENTERLINE OF U.S.
 DF1361'HIGHWAY 25,
 DF1361'23.78 METERS (78.00 FT) EAST FROM THE POWER POLE TO THE WEST OF U.
 DF1361'S. HIGHWAY 25,
 DF1361'4.42 METERS (14.50 FT) WEST FROM THE RIGHT OF WAY MARKER (TOP
 DF1361'CENTER), AND
 DF1361'1.16 METERS (3.80 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1361'MARK IS LEVEL WITH STATION.
 DF1361'
 DF1361'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1361'STAMPED---121-229 1980 AZ MK---,
 DF1361'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1361'FLUSH WITH GROUND.  IT IS LOCATED
 DF1361'13.56 METERS (44.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF U.S.
 DF1361'HIGHWAY 25,
 DF1361'14.33 METERS (47.00 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF A
 DF1361'DIRT TRACK ROAD,
 DF1361'1.68 METERS (5.50 FT) SOUTH FROM A POWER POLE, AND
 DF1361'0.83 METER (2.70 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1361'
 DF1361'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1361'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1361'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1363 ***********************************************************************
 DF1363  DESIGNATION -  BV 121 229 GADT AZ MK
 DF1363  PID         -  DF1363
 DF1363  STATE/COUNTY-  GA/RICHMOND
 DF1363  USGS QUAD   -  HEPHZIBAH (1980)
 DF1363
 DF1363                         *CURRENT SURVEY CONTROL
 DF1363  ___________________________________________________________________
 DF1363* NAD 83(1994)-  33 18 03.59673(N)    082 03 09.64047(W)     ADJUSTED  
 DF1363* NAVD 88     -       110.9    (meters)     364.     (feet)  VERTCON   
 DF1363  ___________________________________________________________________
 DF1363  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 DF1363  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF1363
 DF1363  HORZ ORDER  -  SECOND
 DF1363
 DF1363.The horizontal coordinates were established by classical geodetic methods
 DF1363.and adjusted by the National Geodetic Survey in September 1997..
 DF1363
 DF1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1363
 DF1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1363
 DF1363.The geoid height was determined by GEOID03.
 DF1363
 DF1363;                    North         East     Units Scale Factor Converg.
 DF1363;SPC GA E     -   365,986.789   210,615.239   MT  0.99990139   +0 03 45.3
 DF1363;SPC GA E     - 1,200,741.66    690,993.50   sFT  0.99990139   +0 03 45.3
 DF1363;UTM  17      - 3,685,150.869   401,996.270   MT  0.99971842   -0 34 40.8
 DF1363
 DF1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1363!SPC GA E     -   0.99998729  x   0.99990139  =   0.99988868
 DF1363!UTM  17      -   0.99998729  x   0.99971842  =   0.99970572
 DF1363
 DF1363                          SUPERSEDED SURVEY CONTROL
 DF1363
 DF1363  NAD 83(1986)-  33 18 03.60128(N)    082 03 09.63586(W) AD(       ) 2
 DF1363  NAD 27      -  33 18 03.08939(N)    082 03 10.21186(W) AD(       ) 2
 DF1363  NGVD 29 (07/19/86)  111.1    (m)          365.     (f) VERT ANG       
 DF1363
 DF1363.Superseded values are not recommended for survey control.
 DF1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1363.See file dsdata.txt to determine how the superseded data were derived.
 DF1363
 DF1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0199685151(NAD 83)
 DF1363_MARKER: DD = SURVEY DISK
 DF1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1363+STABILITY: SURFACE MOTION
 DF1363
 DF1363  HISTORY     - Date     Condition        Report By
 DF1363  HISTORY     - 1980     MONUMENTED       GADT
 DF1363
 DF1363                          STATION DESCRIPTION
 DF1363
 DF1363'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1363'THE STATION IS LOCATED ABOUT 4.5 KM (2-3/4 MI) EAST-SOUTHEAST
 DF1363'OF HEPHZIBAH, 13.8 KM (8-1/2 MI) EAST OF BLYTHE, AND
 DF1363'11.8 KM (7-1/4 MI) NORTHWEST OF MCBEAN.
 DF1363'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1363'
 DF1363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1363'(STATE ROUTE 21) AND STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1363'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25
 DF1363'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 57
 DF1363'(MIMMS ROAD) TO THE RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25
 DF1363'FOR 1.0 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 DF1363'
 DF1363'THE STATION IS A STANDARD GADT DISK
 DF1363'STAMPED---121-229 1980 AZ MK---,
 DF1363'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1363'FLUSH WITH GROUND.  IT IS LOCATED
 DF1363'13.56 METERS (44.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF U.S.
 DF1363'HIGHWAY 25,
 DF1363'14.33 METERS (47.00 FT) NORTH-NORTHWEST FROM THE CENTTERLINE OF A
 DF1363'DIRT TRACK ROAD,
 DF1363'1.68 METERS (5.5 FT) SOUTH FROM A POWER POLE, AND
 DF1363'0.83 METER (2.70 FT) EAST-NORTHEAST FROM A WITNESS POST.
 DF1363'
 DF1363'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1363'COUNTY GA.  1973.  REVICED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1387 ***********************************************************************
 DF1387  DESIGNATION -  BV 121 230 GADT
 DF1387  PID         -  DF1387
 DF1387  STATE/COUNTY-  GA/RICHMOND
 DF1387  USGS QUAD   -  BLYTHE (1980)
 DF1387
 DF1387                         *CURRENT SURVEY CONTROL
 DF1387  ___________________________________________________________________
 DF1387* NAD 83(1994)-  33 20 26.72483(N)    082 12 59.99084(W)     ADJUSTED  
 DF1387* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 DF1387  ___________________________________________________________________
 DF1387  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DF1387  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DF1387
 DF1387  HORZ ORDER  -  SECOND
 DF1387
 DF1387.The horizontal coordinates were established by classical geodetic methods
 DF1387.and adjusted by the National Geodetic Survey in September 1997..
 DF1387
 DF1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1387
 DF1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1387
 DF1387.The geoid height was determined by GEOID03.
 DF1387
 DF1387;                    North         East     Units Scale Factor Converg.
 DF1387;SPC GA E     -   370,391.212   195,346.086   MT  0.99990027   -0 01 38.9
 DF1387;SPC GA E     - 1,215,191.83    640,897.95   sFT  0.99990027   -0 01 38.9
 DF1387;UTM  17      - 3,689,725.077   386,779.816   MT  0.99975804   -0 40 07.6
 DF1387
 DF1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1387!SPC GA E     -   0.99998245  x   0.99990027  =   0.99988273
 DF1387!UTM  17      -   0.99998245  x   0.99975804  =   0.99974050
 DF1387
 DF1387|---------------------------------------------------------------------|
 DF1387| PID    Reference Object                     Distance      Geod. Az  |
 DF1387|                                                           dddmmss.s |
 DF1387| DF1385 BV 121 230 GADT AZ MK               379.791 METERS 07802     |
 DF1387| DF1386 BV 121 230 GADT RM 1                 25.047 METERS 12039     |
 DF1387|---------------------------------------------------------------------|
 DF1387
 DF1387                          SUPERSEDED SURVEY CONTROL
 DF1387
 DF1387  NAD 83(1986)-  33 20 26.72954(N)    082 12 59.98680(W) AD(       ) 2
 DF1387  NAD 27      -  33 20 26.22088(N)    082 13 00.55174(W) AD(       ) 2
 DF1387  NGVD 29 (07/19/86)  141.4    (m)          464.     (f) VERT ANG       
 DF1387
 DF1387.Superseded values are not recommended for survey control.
 DF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1387.See file dsdata.txt to determine how the superseded data were derived.
 DF1387
 DF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8678089725(NAD 83)
 DF1387_MARKER: DD = SURVEY DISK
 DF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1387+STABILITY: SURFACE MOTION
 DF1387
 DF1387  HISTORY     - Date     Condition        Report By
 DF1387  HISTORY     - 1980     MONUMENTED       GADT
 DF1387
 DF1387                          STATION DESCRIPTION
 DF1387
 DF1387'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1387'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) SOUTHEAST OF HARLEM,
 DF1387'11.2 KM (7 MI) WEST OF HEPHZIBAH, AND 5.8 KM (3-1/2 MI) NORTH
 DF1387'OF BLYTHE.
 DF1387'OWNERSHIP--UNITED STATES GOVERNMENT,
 DF1387'FORT GORDON MILITARY RESERVATION, AUGUSTA, GEORGIA.
 DF1387'
 DF1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 WITH
 DF1387'PAVED COUNTY ROAD 91104 (TOBACCO ROAD) TO THE SOUTHEAST, AND PAVED
 DF1387'4TH AVENUE TO THE NORTHWEST, GO NORTHWEST ALONG 4TH AVENUE FOR
 DF1387'0.95 KM (0.6 MI) TO THE JUNCTION OF PAVED NORTH RANGE ROAD
 DF1387'CROSSING.  TURN LEFT GOING SOUTHWEST ALONG NORTH RANGE ROAD FOR
 DF1387'2.65 KM (1.65 MI) TO THE JUNCTION OF PAVED RANGE ROAD CROSSING.
 DF1387'TURN LEFT GOING SOUTHWEST ALONG RANGE ROAD FOR 5.25 KM (3.25 MI)
 DF1387'TO THE JUNCTION OF PAVED MCDUFFIE ROAD FORKING TO THE LEFT.  TURN
 DF1387'LEFT GOING SOUTHWEST ALONG MCDUFFIE ROAD FOR 4.65 KM (2.9 MI) TO
 DF1387'THE JUNCTION OF A PAVED ROAD TO THE RIGHT.  CONTINUE GOING SOUTH
 DF1387'ALONG MCDUFFIE ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF A DIRT
 DF1387'TRACK ROAD CROSSING, AND A WHITE BUILDING ON THE RIGHT.
 DF1387'CONTINUE GOING SOUTH ALONG MCDUFFIE ROAD FOR 0.1 KM (0.05 MI) TO
 DF1387'THE JUNCTION OF A DIRT TRACK ROAD TO THE RIGHT.  TURN RIGHT GOING
 DF1387'WEST ALONG THE TRACK ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON
 DF1387'THE RIGHT.
 DF1387'
 DF1387'THE STATION IS A STANDARD GADT DISK
 DF1387'STAMPED---121-230 1980---,
 DF1387'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1387'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1387'11.52 METERS (37.80 FT) NORTH-NORTHEAST FROM A 14 INCH PECAN
 DF1387'TREE,
 DF1387'31.30 METERS (102.7 FT) NORTHWEST FROM A 26 INCH OAK TREE,
 DF1387'6.28 METERS (20.60 FT) SOUTH-SOUTHWEST FROM AN 18 INCH OAK TREE,
 DF1387'AND
 DF1387'0.94 METER (3.1 FT) EAST FROM A WITNESS POST.
 DF1387'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1387'STAMPED---121-230 1980---,
 DF1387'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1387'
 DF1387'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1387'STAMPED---121-230 1980 RM 1---,
 DF1387'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1387'FLUSH WITH GROUND.  IT IS LOCATED
 DF1387'26.64 METERS (87.40 FT) SOUTH-SOUTHEAST FROM THE 18 INCH OAK
 DF1387'TREE,
 DF1387'35.33 METERS (115.9 FT) SOUTH FROM A 22 INCH OAK TREE,
 DF1387'6.89 METERS (22.60 FT) NORTHWEST FROM THE 26 INCH OAK TREE,
 DF1387'AND
 DF1387'2.64 METERS (8.7 FT) NORTH FROM A WITNESS POST.
 DF1387'MARK IS LEVEL WITH STATION.
 DF1387'
 DF1387'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1387'STAMPED---121-230 1980 AZ MK---,
 DF1387'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1387'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1387'40.60 METERS (133.2 FT) EAST FROM A POWER POLE,
 DF1387'24.38 METERS (80.00 FT) SOUTHEAST FROM A 12 INCH PINE TREE,
 DF1387'1.34 METERS (4.4 FT) SOUTH FROM ANOTHER POWER POLE,
 DF1387'1.07 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1387'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG THE DIRT
 DF1387'TRACK ROAD FOR 0.1 KM (0.05 MI) TO ITS TERMINATION AT THE JUNCTION
 DF1387'OF PAVED MCDUFFIE ROAD CROSSING.  TURN LEFT GOING NORTH ALONG
 DF1387'MCDUFFIE ROAD FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF A DIRT TRACK
 DF1387'ROAD CROSSING AND A WHITE BUILDING ON THE LEFT.  TURN RIGHT GOING
 DF1387'EAST ALONG THE TRACK ROAD FOLLOWING ALONG A POWER LINE FOR 0.25
 DF1387'KM (0.15 MI) TO THE MARK ON THE RIGHT NEAR A POWER POLE.
 DF1387'
 DF1387'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1387'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1387'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1385 ***********************************************************************
 DF1385  DESIGNATION -  BV 121 230 GADT AZ MK
 DF1385  PID         -  DF1385
 DF1385  STATE/COUNTY-  GA/RICHMOND
 DF1385  USGS QUAD   -  BLYTHE (1980)
 DF1385
 DF1385                         *CURRENT SURVEY CONTROL
 DF1385  ___________________________________________________________________
 DF1385* NAD 83(1994)-  33 20 29.28172(N)    082 12 45.62315(W)     ADJUSTED  
 DF1385* NAVD 88     -       141.1    (meters)     463.     (feet)  VERTCON   
 DF1385  ___________________________________________________________________
 DF1385  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DF1385  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DF1385
 DF1385  HORZ ORDER  -  SECOND
 DF1385
 DF1385.The horizontal coordinates were established by classical geodetic methods
 DF1385.and adjusted by the National Geodetic Survey in September 1997..
 DF1385
 DF1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1385
 DF1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1385
 DF1385.The geoid height was determined by GEOID03.
 DF1385
 DF1385;                    North         East     Units Scale Factor Converg.
 DF1385;SPC GA E     -   370,469.807   195,717.617   MT  0.99990023   -0 01 31.0
 DF1385;SPC GA E     - 1,215,449.69    642,116.88   sFT  0.99990023   -0 01 31.0
 DF1385;UTM  17      - 3,689,799.498   387,152.151   MT  0.99975700   -0 39 59.7
 DF1385
 DF1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1385!SPC GA E     -   0.99998247  x   0.99990023  =   0.99988270
 DF1385!UTM  17      -   0.99998247  x   0.99975700  =   0.99973948
 DF1385
 DF1385                          SUPERSEDED SURVEY CONTROL
 DF1385
 DF1385  NAD 83(1986)-  33 20 29.28641(N)    082 12 45.61912(W) AD(       ) 2
 DF1385  NAD 27      -  33 20 28.77785(N)    082 12 46.18448(W) AD(       ) 2
 DF1385  NGVD 29 (07/19/86)  141.3    (m)          464.     (f) VERT ANG       
 DF1385
 DF1385.Superseded values are not recommended for survey control.
 DF1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1385.See file dsdata.txt to determine how the superseded data were derived.
 DF1385
 DF1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8715289799(NAD 83)
 DF1385_MARKER: DD = SURVEY DISK
 DF1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1385+STABILITY: SURFACE MOTION
 DF1385
 DF1385  HISTORY     - Date     Condition        Report By
 DF1385  HISTORY     - 1980     MONUMENTED       GADT
 DF1385
 DF1385                          STATION DESCRIPTION
 DF1385
 DF1385'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1385'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) SOUTHEAST OF HARLEM,
 DF1385'11.2 KM (7 MI) WEST OF HEPHZIBAH, AND 5.8 KM (3-1/2 MI) NORTH
 DF1385'OF BLYTHE.
 DF1385'OWNERSHIP--UNITED STATES GOVERNMENT,
 DF1385'FORT GORDON MILITARY RESERVATION, AUGUSTA, GEORGIA.
 DF1385'
 DF1385'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 WITH
 DF1385'PAVED COUNTY ROAD 91104 (TOBACCO ROAD) TO THE SOUTHEAST AND PAVED
 DF1385'4TH AVENUE TO THE NORTHWEST, GO NORTHWEST ALONG 4TH AVENUE FOR
 DF1385'0.95 KM (0.6 MI) TO THE JUNCTION OF PAVED NORTH RANGE ROAD
 DF1385'CROSSING.  TURN LEFT GOING SOUTHWEST ALONG NORTH RANGE ROAD FOR
 DF1385'2.65 KM (1.65 MI) TO THE JUNCTION OF PAVED RANGE ROAD CROSSING.
 DF1385'TURN LEFT GOING SOUTHWEST ALONG RANGE ROAD FOR 5.25 KM (3.25 MI)
 DF1385'TO THE JUNCTION OF PAVED MCDUFFIE ROAD FORKING TO THE LEFT.  TURN
 DF1385'LEFT GOING SOUTHWEST ALONG MCDUFFIE ROAD FOR 4.65 KM (2.9 MI) TO
 DF1385'THE JUNCTION OF A PAVED ROAD TO THE RIGHT.  CONTINUE GOING SOUTH
 DF1385'ALONG MCDUFFIE ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF A DIRT
 DF1385'TRACK ROAD CROSSING, AND A WHITE BUILDING ON THE RIGHT.  TURN LEFT
 DF1385'GOING EAST ALONG THE TRACK ROAD FOLLOWING ALONG A POWER LINE FOR
 DF1385'0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 DF1385'
 DF1385'THE STATION IS A STANDARD GADT DISK
 DF1385'STAMPED---121-230 1980 AZ MK---,
 DF1385'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1385'PROJECTING 5.1 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1385'40.60 METERS (133.2 FT) EAST FROM A POWER POLE,
 DF1385'24.38 METERS (80.00 FT) SOUTHEAST FROM A 12 INCH PINE TREE,
 DF1385'1.34 METERS (4.4 FT) SOUTH FROM ANOTHER POWER POLE, AND
 DF1385'1.07 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1385'
 DF1385'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1385'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2298 ***********************************************************************
 DE2298  DESIGNATION -  BV 121 231 GADT
 DE2298  PID         -  DE2298
 DE2298  STATE/COUNTY-  GA/RICHMOND
 DE2298  USGS QUAD   -  MECHANIC HILL (1981)
 DE2298
 DE2298                         *CURRENT SURVEY CONTROL
 DE2298  ___________________________________________________________________
 DE2298* NAD 83(1994)-  33 20 01.01659(N)    081 55 16.72064(W)     ADJUSTED  
 DE2298* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 DE2298  ___________________________________________________________________
 DE2298  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DE2298  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DE2298
 DE2298  HORZ ORDER  -  SECOND
 DE2298
 DE2298.The horizontal coordinates were established by classical geodetic methods
 DE2298.and adjusted by the National Geodetic Survey in September 1997..
 DE2298
 DE2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2298
 DE2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2298
 DE2298.The geoid height was determined by GEOID03.
 DE2298
 DE2298;                    North         East     Units Scale Factor Converg.
 DE2298;SPC GA E     -   369,625.017   222,840.310   MT  0.99990643   +0 08 05.4
 DE2298;SPC GA E     - 1,212,678.08    731,101.92   sFT  0.99990643   +0 08 05.4
 DE2298;UTM  17      - 3,688,651.435   414,258.824   MT  0.99969064   -0 30 22.7
 DE2298
 DE2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2298!SPC GA E     -   0.99999908  x   0.99990643  =   0.99990551
 DE2298!UTM  17      -   0.99999908  x   0.99969064  =   0.99968972
 DE2298
 DE2298:                Primary Azimuth Mark                     Grid Az
 DE2298:SPC GA E     -  BV 121 231 GADT AZ MK                    130 24 04.2
 DE2298:UTM  17      -  BV 121 231 GADT AZ MK                    131 02 32.3
 DE2298
 DE2298|---------------------------------------------------------------------|
 DE2298| PID    Reference Object                     Distance      Geod. Az  |
 DE2298|                                                           dddmmss.s |
 DE2298| DE2296 BV 121 231 GADT AZ MK               APPROX. 0.8 KM 1303209.6 |
 DE2298| DE2299 BV 121 231 GADT RM 1                 14.462 METERS 35255     |
 DE2298|---------------------------------------------------------------------|
 DE2298
 DE2298                          SUPERSEDED SURVEY CONTROL
 DE2298
 DE2298  NAD 83(1986)-  33 20 01.02128(N)    081 55 16.71566(W) AD(       ) 2
 DE2298  NAD 27      -  33 20 00.51504(N)    081 55 17.30333(W) AD(       ) 2
 DE2298  NGVD 29 (07/19/86)   36.4    (m)          119.     (f) VERT ANG       
 DE2298
 DE2298.Superseded values are not recommended for survey control.
 DE2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2298.See file dsdata.txt to determine how the superseded data were derived.
 DE2298
 DE2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1425988651(NAD 83)
 DE2298_MARKER: DD = SURVEY DISK
 DE2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2298+STABILITY: SURFACE MOTION
 DE2298
 DE2298  HISTORY     - Date     Condition        Report By
 DE2298  HISTORY     - 1980     MONUMENTED       GADT
 DE2298
 DE2298                          STATION DESCRIPTION
 DE2298
 DE2298'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2298'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) SOUTH OF
 DE2298'CLEARWATER, SC, 16 KM (10 MI) SOUTH OF AUGUSTA, AND 16 1/2 KM
 DE2298'(10-1/4 MI) EAST OF HEPHZIBAH.
 DE2298'OWNERSHIP--CONTINENTAL CAN COMPANY, AUGUSTA, GA,
 DE2298'PERMISSION GRANTED BY THE MAINTENANCE SUPERVISOR MR.
 DE2298'ULYSSES WATKINS, OBTAIN PASS AT GUARD HOUSE BEFORE ENTERING
 DE2298'PROPERTY.
 DE2298'
 DE2298'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 LOOP AND
 DE2298'STATE ROUTE 56, ABOUT 12.5 KM (7-3/4 MI) EAST OF HEPHZIBAH, GO
 DE2298'NORTHEAST ALONG STATE ROUTE 56 LOOP FOR 0.65 KM (0.4 MI) TO
 DE2298'THE JUNCTION OF PAVED COUNTY ROAD 982 TO THE LEFT, AND THE CENTRAL
 DE2298'OF GEORGIA RAILROAD CROSSING.  CONTINUE GOING EASTERLY ALONG
 DE2298'STATE ROUTE 56 LOOP CROSSING THE RAILROAD TRACKS FOR ABOUT 30
 DE2298'METERS (100 FT) TO THE JUNCTION OF A PAVED DRIVEWAY AND A DIRT
 DE2298'ROAD (LEADING TO CONTINENTAL CAN COMPANY) TO THE RIGHT.  TURN
 DE2298'RIGHT GOING SOUTH ALONG THE DIRT ROAD FOR 0.5 KM (0.3 MI) TO
 DE2298'AN OVERHEAD PIPE LINE AND THE GUARD HOUSE.  PICK UP A PASS
 DE2298'TO ENTER THE PROPERTY AND CONTINUE GOING SOUTHERLY ALONG THE
 DE2298'DIRT ROAD FOR 0.3 KM (0.2 MI) TO ANOTHER OVERHEAD PIPE LINE
 DE2298'AT THE JUNCTION OF A DIRT ROAD TO THE LEFT.  TURN LEFT GOING
 DE2298'EASTERLY ALONG THE DIRT ROAD FOR 2.1 KM (1.3 MI) TO THE
 DE2298'JUNCTION OF TWO DIRT ROADS TO THE LEFT.  TURN LEFT ON
 DE2298'THE FIRST OF THE TWO ROADS GOING DOWN A HILL FOR 0.15 KM
 DE2298'(0.1 MI) CROSSING A WOODEN BRIDGE TO ITS TERMINATION AT THE
 DE2298'WASTE POND.  TURN LEFT GOING NORTHEAST ALONG THE TOP OF THE DIKE
 DE2298'FOR 1.75 KM (1.1 MI) TO THE STATION ON THE RIGHT.
 DE2298'
 DE2298'THE STATION IS A STANDARD GADT DISK
 DE2298'STAMPED---121-231 1980---,
 DE2298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2298'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DE2298'2.44 METERS (8.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 DE2298'DIKE
 DE2298'8.38 METERS (27.50 FT) SOUTHEAST FROM THE POINT OF INTERSECTION
 DE2298'OF THE CENTERLINES OF THE DIKE AND THE TRACK ROAD, AND
 DE2298'1.04 METERS (3.4 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 DE2298'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2298'STAMPED---121-231 1980---,
 DE2298'SET INTO AN IRREGULAR MASS OF CONCRETE .90 METERS BELOW THE SURFACE.
 DE2298'
 DE2298'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2298'STAMPED---121-231 1980 RM 1---,
 DE2298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2298'FLUSH WITH GROUND.  IT IS LOCATED
 DE2298'3.05 METERS (10.00 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 DE2298'DIRT TRACK ROAD,
 DE2298'13.72 METERS (45.00 FT) NORTH FROM THE POINT OF INTERSECTION OF
 DE2298'THE CENTERLINES OF THE DIKE AND THE TRACK ROAD, AND
 DE2298'1.08 METERS (3.60 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 DE2298'MARK IS LEVEL WITH STATION.
 DE2298'
 DE2298'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DE2298'STAMPED---121-231 1980 AZ MK---,
 DE2298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2298'FLUSH WITH GROUND.  IT IS LOCATED
 DE2298'4.27 METERS (14.00 FT) SOUTH FROM THE CENTERLINE OF THE DIKE,
 DE2298'1.06 METERS (3.50 FT) NORTH FROM A WITNESS POST.
 DE2298'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY
 DE2298'ALONG THE TOP OF THE DIKE FOR .8 KM (0.5 MI) TO THE AZIMUTH MARK
 DE2298'ON THE RIGHT.
 DE2298'
 DE2298'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DE2298'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2298'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2296 ***********************************************************************
 DE2296  DESIGNATION -  BV 121 231 GADT AZ MK
 DE2296  PID         -  DE2296
 DE2296  STATE/COUNTY-  GA/RICHMOND
 DE2296  USGS QUAD   -  MECHANIC HILL (1981)
 DE2296
 DE2296                         *CURRENT SURVEY CONTROL
 DE2296  ___________________________________________________________________
 DE2296* NAD 83(1994)-  33 19 43.76771(N)    081 54 52.69404(W)     ADJUSTED  
 DE2296* NAVD 88     -        36.3    (meters)     119.     (feet)  VERTCON   
 DE2296  ___________________________________________________________________
 DE2296  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 DE2296  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DE2296
 DE2296  HORZ ORDER  -  SECOND
 DE2296
 DE2296.The horizontal coordinates were established by classical geodetic methods
 DE2296.and adjusted by the National Geodetic Survey in September 1997..
 DE2296
 DE2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2296
 DE2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2296
 DE2296.The geoid height was determined by GEOID03.
 DE2296
 DE2296;                    North         East     Units Scale Factor Converg.
 DE2296;SPC GA E     -   369,095.139   223,462.889   MT  0.99990678   +0 08 18.5
 DE2296;SPC GA E     - 1,210,939.64    733,144.49   sFT  0.99990678   +0 08 18.5
 DE2296;UTM  17      - 3,688,114.741   414,875.301   MT  0.99968934   -0 30 09.3
 DE2296
 DE2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2296!SPC GA E     -   0.99999907  x   0.99990678  =   0.99990585
 DE2296!UTM  17      -   0.99999907  x   0.99968934  =   0.99968841
 DE2296
 DE2296                          SUPERSEDED SURVEY CONTROL
 DE2296
 DE2296  NAD 83(1986)-  33 19 43.77241(N)    081 54 52.68906(W) AD(       ) 2
 DE2296  NAD 27      -  33 19 43.26591(N)    081 54 53.27724(W) AD(       ) 2
 DE2296  NGVD 29 (07/19/86)   36.5    (m)          120.     (f) VERT ANG       
 DE2296
 DE2296.Superseded values are not recommended for survey control.
 DE2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2296.See file dsdata.txt to determine how the superseded data were derived.
 DE2296
 DE2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS1487588115(NAD 83)
 DE2296_MARKER: DD = SURVEY DISK
 DE2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2296+STABILITY: SURFACE MOTION
 DE2296
 DE2296  HISTORY     - Date     Condition        Report By
 DE2296  HISTORY     - 1980     MONUMENTED       GADT
 DE2296
 DE2296                          STATION DESCRIPTION
 DE2296
 DE2296'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2296'THE STATION IS LOCATED ABOUT 19 KM (11-3/4 MI) SOUTH OF
 DE2296'CLEARWATER, SC, 17.1 KM (10-1/2 MI) SOUTH OF AUGUSTA, AND 17.4 KM
 DE2296'(10-3/4 MI) EAST OF HEPHZIBAH.
 DE2296'OWNERSHIP--CONTINENTAL CAN COMPANY, AUGUSTA, GA,
 DE2296'PERMISSION GRANTED BY THE MAINTENANCE SUPERVISOR MR.
 DE2296'ULYSSES WATKINS, OBTAIN PASS AT GUARD HOUSE BEFORE ENTERING
 DE2296'PROPERTY.
 DE2296'
 DE2296'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 LOOP AND
 DE2296'STATE ROUTE 56, ABOUT 12.5 KM (7-3/4 MI) EAST OF HEPHZIBAH, GO
 DE2296'NORTHEAST ALONG STATE ROUTE 56 LOOP FOR 0.65 KM (0.4 MI) TO
 DE2296'THE JUNCTION OF PAVED COUNTY ROAD 982 TO THE LEFT, AND THE CENTRAL
 DE2296'OF GEORGIA RAILROAD CROSSING.  CONTINUE GOING EASTERLY ALONG
 DE2296'STATE ROUTE 56 LOOP CROSSING THE RAILROAD TRACKS FOR ABOUT 30
 DE2296'METERS (100 FT) TO THE JUNCTION OF A PAVED DRIVEWAY AND A DIRT
 DE2296'ROAD (LEADING TO CONTINENTAL CAN COMPANY) TO THE RIGHT.  TURN
 DE2296'RIGHT GOING SOUTH ALONG THE DIRT ROAD FOR 0.5 KM (0.3 MI) TO
 DE2296'AN OVERHEAD PIPE LINE AND THE GUARD HOUSE.  PICK UP A PASS
 DE2296'TO ENTER THE PROPERTY AND CONTINUE GOING SOUTHERLY ALONG THE
 DE2296'DIRT ROAD FOR 0.3 KM (0.2 MI) TO ANOTHER OVERHEAD PIPE LINE
 DE2296'AT THE JUNCTION OF A DIRT ROAD TO THE LEFT.  TURN LEFT GOING
 DE2296'EASTERLY ALONG THE DIRT ROAD FOR 2.1 KM (1.3 MI) TO THE
 DE2296'JUNCTION OF TWO DIRT ROADS TO THE LEFT.  TURN LEFT ON
 DE2296'THE FIRST OF THE TWO ROADS GOING DOWN A HILL FOR 0.15 KM
 DE2296'(0.1 MI) CROSSING A WOODEN BRIDGE TO ITS TERMINATION AT THE
 DE2296'WASTE POND.  TURN LEFT GOING NORTHEAST ALONG THE TOP OF THE DIKE
 DE2296'FOR 2.55 KM (1.6 MI) TO THE STATION ON THE RIGHT.
 DE2296'
 DE2296'THE STATION IS A STANDARD GADT DISK
 DE2296'STAMPED---121-231 1980 AZ MK---,
 DE2296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2296'FLUSH WITH GROUND.  IT IS LOCATED
 DE2296'4.27 METERS (14.00 FT) SOUTH FROM THE CENTERLINE OF THE DIKE,
 DE2296'1.06 METERS (3.50 FT) NORTH FROM A WITNESS POST.
 DE2296'
 DE2296'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2296'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1431 ***********************************************************************
 DF1431  DESIGNATION -  BV 121 232 GADT
 DF1431  PID         -  DF1431
 DF1431  STATE/COUNTY-  GA/RICHMOND
 DF1431  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1431
 DF1431                         *CURRENT SURVEY CONTROL
 DF1431  ___________________________________________________________________
 DF1431* NAD 83(1994)-  33 14 57.53559(N)    082 02 46.14089(W)     ADJUSTED  
 DF1431* NAVD 88     -        98.0    (meters)     322.     (feet)  VERTCON   
 DF1431  ___________________________________________________________________
 DF1431  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 DF1431  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DF1431
 DF1431  HORZ ORDER  -  SECOND
 DF1431
 DF1431.The horizontal coordinates were established by classical geodetic methods
 DF1431.and adjusted by the National Geodetic Survey in September 1997..
 DF1431
 DF1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1431
 DF1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1431
 DF1431.The geoid height was determined by GEOID03.
 DF1431
 DF1431;                    North         East     Units Scale Factor Converg.
 DF1431;SPC GA E     -   360,255.840   211,229.744   MT  0.99990155   +0 03 57.9
 DF1431;SPC GA E     - 1,181,939.37    693,009.59   sFT  0.99990155   +0 03 57.9
 DF1431;UTM  17      - 3,679,414.466   402,546.607   MT  0.99971709   -0 34 25.1
 DF1431
 DF1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1431!SPC GA E     -   0.99998933  x   0.99990155  =   0.99989088
 DF1431!UTM  17      -   0.99998933  x   0.99971709  =   0.99970642
 DF1431
 DF1431|---------------------------------------------------------------------|
 DF1431| PID    Reference Object                     Distance      Geod. Az  |
 DF1431|                                                           dddmmss.s |
 DF1431| DF1430 BV 121 232 GADT RM 1                 18.625 METERS 17412     |
 DF1431| DF1355 BV 121 232 GADT AZ MK               APPROX. 1.1 KM 3541034.0 |
 DF1431|---------------------------------------------------------------------|
 DF1431
 DF1431                          SUPERSEDED SURVEY CONTROL
 DF1431
 DF1431  NAD 83(1986)-  33 14 57.53998(N)    082 02 46.13619(W) AD(       ) 2
 DF1431  NAD 27      -  33 14 57.02094(N)    082 02 46.71081(W) AD(       ) 2
 DF1431  NGVD 29 (07/19/86)   98.2    (m)          322.     (f) VERT ANG       
 DF1431
 DF1431.Superseded values are not recommended for survey control.
 DF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1431.See file dsdata.txt to determine how the superseded data were derived.
 DF1431
 DF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0254779414(NAD 83)
 DF1431_MARKER: DD = SURVEY DISK
 DF1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1431+STABILITY: SURFACE MOTION
 DF1431
 DF1431  HISTORY     - Date     Condition        Report By
 DF1431  HISTORY     - 1980     MONUMENTED       GADT
 DF1431
 DF1431                          STATION DESCRIPTION
 DF1431
 DF1431'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1431'THE STATION IS LOCATED ABOUT 18 KM (11-1/4 MI) NORTH OF
 DF1431'WAYNESBORO, 8.5 KM (5-1/4 MI) SOUTH-SOUTHEAST OF HEPHZIBAH,
 DF1431'AND 15.2 KM (9-1/2 MI) EAST-SOUTHEAST OF BLYTHE.
 DF1431'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1431'
 DF1431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1431'(STATE ROUTE 21) AND STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1431'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25
 DF1431'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 57
 DF1431'(MIMMS ROAD) TO THE RIGHT.  CONTINUE  SOUTH ALONG U.S.
 DF1431'HIGHWAY 25 FOR 5.5 KM (3.4 MI) TO THE JUNCTION OF COUNTY
 DF1431'PAVED ROAD 91105 (HEPHZIBAH-MCBEAN ROAD) CROSSING.  CONTINUE
 DF1431'SOUTH ALONG U.S. HIGHWAY 25 FOR 0.4 KM (0.25 MI) TO THE
 DF1431'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25
 DF1431'FOR 1.1 KM (0.7 MI) TO THE STATION ON THE LEFT.
 DF1431'
 DF1431'THE STATION IS A STANDARD GADT DISK
 DF1431'STAMPED---121-232 1980---,
 DF1431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1431'FLUSH WITH GROUND.  IT IS LOCATED
 DF1431'13.54 METERS (44.40 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1431'25,
 DF1431'1.01 METERS (03.30 FT) WEST FROM A WITNESS POST,
 DF1431'47.09 METERS (154.5 FT) NORTHEAST FROM AN UNDERGROUND TELEPHONE
 DF1431'CABLE PEDESTAL ON THE WEST SIDE OF U.S. HIGHWAY 25,
 DF1431'180.20 METERS (591.2 FT) NORTH FROM A POWER POLE IN THE NORTHEAST
 DF1431'QUADRANT OF U.S. HIGHWAY 25 AND COUNTY DIRT ROAD 25.
 DF1431'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1431'STAMPED---121-232 1980---,
 DF1431'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1431'
 DF1431'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1431'STAMPED---121-232 1980 RM 1---,
 DF1431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1431'FLUSH WITH GROUND.  IT IS LOCATED
 DF1431'13.99 METERS (45.90 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1431'25,
 DF1431'1.04 METERS (3.4 FT) WEST FROM A WITNESS POST,
 DF1431'31.70 METERS (104.0 FT) NORTHEAST FROM THE UNDERGROUND TELEPHONE
 DF1431'CABLE PEDESTAL ON THE WEST SIDE OF U.S. HIGHWAY 25, AND
 DF1431'161.60 METERS (530.2 FT) NORTH FROM THE POWER POLE IN THE
 DF1431'NORTHEAST QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 25 AND COUNTY
 DF1431'DIRT ROAD 25.
 DF1431'MARK IS LEVEL WITH STATION.
 DF1431'
 DF1431'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1431'STAMPED---121-232 1980 AZ MK---,
 DF1431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1431'FLUSH WITH GROUND.  IT IS LOCATED
 DF1431'14.63 METERS (48.00 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1431'25,
 DF1431'09.91 METERS (32.50 FT) SOUTHWEST FROM THE SOUTH END OF AN 8 INCH
 DF1431'METAL SIDE DRAIN PIPE,
 DF1431'7.44 METERS (24.40 FT) SOUTH-SOUTHEAST FROM A POWER POLE, AND
 DF1431'0.89 METER (2.90 FT) EAST FROM A WITNESS POST.
 DF1431'
 DF1431'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1431'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1431'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1355 ***********************************************************************
 DF1355  DESIGNATION -  BV 121 232 GADT AZ MK
 DF1355  PID         -  DF1355
 DF1355  STATE/COUNTY-  GA/RICHMOND
 DF1355  USGS QUAD   -  HEPHZIBAH (1980)
 DF1355
 DF1355                         *CURRENT SURVEY CONTROL
 DF1355  ___________________________________________________________________
 DF1355* NAD 83(1994)-  33 15 33.25680(N)    082 02 50.47764(W)     ADJUSTED  
 DF1355* NAVD 88     -       101.5    (meters)     333.     (feet)  VERTCON   
 DF1355  ___________________________________________________________________
 DF1355  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 DF1355  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DF1355
 DF1355  HORZ ORDER  -  SECOND
 DF1355
 DF1355.The horizontal coordinates were established by classical geodetic methods
 DF1355.and adjusted by the National Geodetic Survey in September 1997..
 DF1355
 DF1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1355
 DF1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1355
 DF1355.The geoid height was determined by GEOID03.
 DF1355
 DF1355;                    North         East     Units Scale Factor Converg.
 DF1355;SPC GA E     -   361,356.103   211,116.238   MT  0.99990152   +0 03 55.6
 DF1355;SPC GA E     - 1,185,549.15    692,637.19   sFT  0.99990152   +0 03 55.6
 DF1355;UTM  17      - 3,680,515.724   402,445.412   MT  0.99971733   -0 34 28.0
 DF1355
 DF1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1355!SPC GA E     -   0.99998877  x   0.99990152  =   0.99989030
 DF1355!UTM  17      -   0.99998877  x   0.99971733  =   0.99970611
 DF1355
 DF1355                          SUPERSEDED SURVEY CONTROL
 DF1355
 DF1355  NAD 83(1986)-  33 15 33.26118(N)    082 02 50.47294(W) AD(       ) 2
 DF1355  NAD 27      -  33 15 32.74303(N)    082 02 51.04771(W) AD(       ) 2
 DF1355  NGVD 29 (07/19/86)  101.7    (m)          334.     (f) VERT ANG       
 DF1355
 DF1355.Superseded values are not recommended for survey control.
 DF1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1355.See file dsdata.txt to determine how the superseded data were derived.
 DF1355
 DF1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0244580516(NAD 83)
 DF1355_MARKER: DD = SURVEY DISK
 DF1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1355+STABILITY: SURFACE MOTION
 DF1355
 DF1355  HISTORY     - Date     Condition        Report By
 DF1355  HISTORY     - 1980     MONUMENTED       GADT
 DF1355
 DF1355                          STATION DESCRIPTION
 DF1355
 DF1355'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1355'THE STATION IS LOCATED ABOUT 19 KM (11-3/4 MI) NORTH OF
 DF1355'WAYNESBORO, 7.8 KM (4-3/4 MI) SOUTHEAST OF HEPHZIBAH, AND
 DF1355'15 KM (9-1/4 MI) EAST-SOUTHEAST OF BLYTHE.
 DF1355'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1355'
 DF1355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1355'(STATE ROUTE 21) AND STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1355'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25
 DF1355'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 57
 DF1355'(MIMMS ROAD) TO THE RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25
 DF1355'FOR 5.5 KM (3.4 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 91105
 DF1355'(HEPHZIBAH-MCBEAN ROAD) CROSSING.  CONTINUE GOING SOUTH ALONG
 DF1355'U.S. HIGHWAY 25 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 DF1355'RIGHT.
 DF1355'
 DF1355'THE STATION IS A STANDARD GADT DISK
 DF1355'STAMPED---121-232 1980 AZ MK---,
 DF1355'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1355'FLUSH WITH GROUND.  IT IS LOCATED
 DF1355'14.63 METERS (48.00 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1355'25,
 DF1355'9.91 METERS (32.50 FT) SOUTHWEST FROM THE SOUTH END OF AN 8 INCH
 DF1355'METAL SIDE DRAIN PIPE,
 DF1355'7.44 METERS (24.40 FT) SOUTH-SOUTHEAST FROM A POWER POLE, AND
 DF1355'0.89 METER (2.90 FT) EAST FROM A WITNESS POST.
 DF1355'
 DF1355'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1355'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1357 ***********************************************************************
 DF1357  DESIGNATION -  BV 121 233 GADT
 DF1357  PID         -  DF1357
 DF1357  STATE/COUNTY-  GA/RICHMOND
 DF1357  USGS QUAD   -  HEPHZIBAH (1980)
 DF1357
 DF1357                         *CURRENT SURVEY CONTROL
 DF1357  ___________________________________________________________________
 DF1357* NAD 83(1994)-  33 15 58.98413(N)    082 02 52.92473(W)     ADJUSTED  
 DF1357* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 DF1357  ___________________________________________________________________
 DF1357  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 DF1357  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DF1357
 DF1357  HORZ ORDER  -  SECOND
 DF1357
 DF1357.The horizontal coordinates were established by classical geodetic methods
 DF1357.and adjusted by the National Geodetic Survey in September 1997..
 DF1357
 DF1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1357
 DF1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1357
 DF1357.The geoid height was determined by GEOID03.
 DF1357
 DF1357;                    North         East     Units Scale Factor Converg.
 DF1357;SPC GA E     -   362,148.562   211,052.006   MT  0.99990151   +0 03 54.3
 DF1357;SPC GA E     - 1,188,149.07    692,426.46   sFT  0.99990151   +0 03 54.3
 DF1357;UTM  17      - 3,681,308.706   402,390.045   MT  0.99971747   -0 34 29.7
 DF1357
 DF1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1357!SPC GA E     -   0.99998860  x   0.99990151  =   0.99989011
 DF1357!UTM  17      -   0.99998860  x   0.99971747  =   0.99970607
 DF1357
 DF1357:                Primary Azimuth Mark                     Grid Az
 DF1357:SPC GA E     -  BV 121 233 GADT AZ MK                    173 11 29.0
 DF1357:UTM  17      -  BV 121 233 GADT AZ MK                    173 49 53.0
 DF1357
 DF1357|---------------------------------------------------------------------|
 DF1357| PID    Reference Object                     Distance      Geod. Az  |
 DF1357|                                                           dddmmss.s |
 DF1357| DF1354 BV 121 233 GADT AZ MK               APPROX. 0.8 KM 1731523.3 |
 DF1357| DF1356 BV 121 233 GADT RM 1                 15.250 METERS 17338     |
 DF1357|---------------------------------------------------------------------|
 DF1357
 DF1357                          SUPERSEDED SURVEY CONTROL
 DF1357
 DF1357  NAD 83(1986)-  33 15 58.98859(N)    082 02 52.92006(W) AD(       ) 2
 DF1357  NAD 27      -  33 15 58.47209(N)    082 02 53.49518(W) AD(       ) 2
 DF1357  NGVD 29 (07/19/86)  102.8    (m)          337.     (f) VERT ANG       
 DF1357
 DF1357.Superseded values are not recommended for survey control.
 DF1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1357.See file dsdata.txt to determine how the superseded data were derived.
 DF1357
 DF1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0239081309(NAD 83)
 DF1357_MARKER: DD = SURVEY DISK
 DF1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1357+STABILITY: SURFACE MOTION
 DF1357
 DF1357  HISTORY     - Date     Condition        Report By
 DF1357  HISTORY     - 1980     MONUMENTED       GADT
 DF1357
 DF1357                          STATION DESCRIPTION
 DF1357
 DF1357'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1357'THE STATION IS LOCATED ABOUT 19.8 KM (12-1/4 MI) NORTH OF
 DF1357'WAYNESBORO, 6.8 KM (4-1/4 MI) SOUTHEAST OF HEPHZIBAH, AND
 DF1357'14.5 KM (9 MI) EAST-SOUTHEAST OF BLYTHE.
 DF1357'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1357'
 DF1357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1357'(STATE ROUTE 21) AND STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1357'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25
 DF1357'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 57
 DF1357'(MIMMS ROAD) TO THE RIGHT.  CONTINUE GOING SOUTH ALONG
 DF1357'U.S. HIGHWAY 25 (STATE ROUTE 21) FOR 5.0 KM (3.1 MI) TO THE
 DF1357'STATION ON THE RIGHT.
 DF1357'
 DF1357'THE STATION IS A STANDARD GADT DISK
 DF1357'STAMPED---121-233 1980---,
 DF1357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1357'FLUSH WITH GROUND.  IT IS LOCATED
 DF1357'17.46 METERS (57.30 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1357'25,
 DF1357'9.91 METERS (32.50 FT) SOUTH-SOUTHEAST FROM A 10 INCH PINE TREE,
 DF1357'3.08 METERS (10.10 FT) SOUTH-SOUTHWEST FROM A POWER POLE, AND
 DF1357'0.82 METER (2.7 FT) EAST FROM A WITNESS POST.
 DF1357'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1357'STAMPED---121-233 1980---,
 DF1357'SET INTO AN IRREGULAR MASS OF CONCRETE .85 METERS BELOW THE SURFACE.
 DF1357'
 DF1357'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1357'STAMPED---121-233 1980 RM 1---,
 DF1357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1357'FLUSH WITH GROUND.  IT IS LOCATED
 DF1357'16.92 METERS (55.50 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1357'25,
 DF1357'18.26 METERS (59.90 FT) SOUTH FROM THE POWER POLE
 DF1357'2.19 METERS (7.2 FT) EAST-SOUTHEAST FROM A 12 INCH PINE TREE, AND
 DF1357'0.97 METER (3.2 FT) EAST FROM A WITNESS POST.
 DF1357'MARK IS LEVEL WITH STATION.
 DF1357'
 DF1357'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1357'STAMPED---121-233 1980 AZ MK---,
 DF1357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1357'FLUSH WITH GROUND.  IT IS LOCATED
 DF1357'15.03 METERS (49.30 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1357'25,
 DF1357'2.56 METERS (8.40 FT) WEST-NORTHWEST FROM A TWIN 24 INCH OAK TREE,
 DF1357'0.79 METER (2.6 FT) SOUTH FROM A RIGHT OF WAY MARKER, AND
 DF1357'0.97 METER (3.2 FT) WEST FROM A WITNESS POST.
 DF1357'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG
 DF1357'U.S. HIGHWAY 25 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF COUNTY
 DF1357'PAVED ROAD 91105 (HEPHZIBAH-MCBEAN ROAD) CROSSING.  CONTINUE
 DF1357'SOUTH ALONG U.S. HIGHWAY 25 FOR 0.4 KM (0.25 MI) TO THE AZIMUTH
 DF1357'MARK ON THE LEFT.
 DF1357'
 DF1357'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1357'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1357'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1354 ***********************************************************************
 DF1354  DESIGNATION -  BV 121 233 GADT AZ MK
 DF1354  PID         -  DF1354
 DF1354  STATE/COUNTY-  GA/RICHMOND
 DF1354  USGS QUAD   -  HEPHZIBAH (1980)
 DF1354
 DF1354                         *CURRENT SURVEY CONTROL
 DF1354  ___________________________________________________________________
 DF1354* NAD 83(1994)-  33 15 33.72120(N)    082 02 49.36915(W)     ADJUSTED  
 DF1354* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 DF1354  ___________________________________________________________________
 DF1354  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 DF1354  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DF1354
 DF1354  HORZ ORDER  -  SECOND
 DF1354
 DF1354.The horizontal coordinates were established by classical geodetic methods
 DF1354.and adjusted by the National Geodetic Survey in September 1997..
 DF1354
 DF1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1354
 DF1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1354
 DF1354.The geoid height was determined by GEOID03.
 DF1354
 DF1354;                    North         East     Units Scale Factor Converg.
 DF1354;SPC GA E     -   361,370.441   211,144.910   MT  0.99990153   +0 03 56.2
 DF1354;SPC GA E     - 1,185,596.19    692,731.26   sFT  0.99990153   +0 03 56.2
 DF1354;UTM  17      - 3,680,529.739   402,474.237   MT  0.99971727   -0 34 27.4
 DF1354
 DF1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1354!SPC GA E     -   0.99998879  x   0.99990153  =   0.99989032
 DF1354!UTM  17      -   0.99998879  x   0.99971727  =   0.99970606
 DF1354
 DF1354                          SUPERSEDED SURVEY CONTROL
 DF1354
 DF1354  NAD 83(1986)-  33 15 33.72568(N)    082 02 49.36447(W) AD(       ) 2
 DF1354  NAD 27      -  33 15 33.20855(N)    082 02 49.93944(W) AD(       ) 2
 DF1354  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 DF1354
 DF1354.Superseded values are not recommended for survey control.
 DF1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1354.See file dsdata.txt to determine how the superseded data were derived.
 DF1354
 DF1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0247480530(NAD 83)
 DF1354_MARKER: DD = SURVEY DISK
 DF1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1354+STABILITY: SURFACE MOTION
 DF1354
 DF1354  HISTORY     - Date     Condition        Report By
 DF1354  HISTORY     - 1980     MONUMENTED       GADT
 DF1354
 DF1354                          STATION DESCRIPTION
 DF1354
 DF1354'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1354'THE STATION IS LOCATED ABOUT 19 KM (11-3/4 MI) NORTH OF
 DF1354'WAYNESBORO, 7.5 KM (4-3/4 MI) SOUTHEAST OF HEPHZIBAH, AND
 DF1354'15 KM (9-1/4 MI) EAST-SOUTHEAST OF BLYTHE.
 DF1354'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1354'
 DF1354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1354'(STATE ROUTE 21) AND STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1354'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25
 DF1354'FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 57
 DF1354'(MIMMS ROAD) TO THE RIGHT.  CONTINUE GOING SOUTH ALONG
 DF1354'U.S. HIGHWAY 25 FOR 5.5 KM (3.4 MI) TO THE JUNCTION OF
 DF1354'COUNTY PAVED ROAD 91105 (HEPHZIBAH-MCBEAN ROAD) CROSSING.
 DF1354'CONTINUE SOUTH ALONG U.S. HIGHWAY 25 FOR 0.4 KM (0.25 MI)
 DF1354'TO THE STATION ON THE LEFT.
 DF1354'
 DF1354'THE STATION IS A STANDARD GADT DISK
 DF1354'STAMPED---121-233 1980 AZ MK---,
 DF1354'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1354'FLUSH WITH GROUND.  IT IS LOCATED
 DF1354'15.03 METERS (49.30 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 DF1354'25,
 DF1354'2.56 METERS (8.40 FT) WEST-NORTHWEST FROM A TWIN 24 INCH OAK TREE,
 DF1354'0.79 METER (2.6 FT) SOUTH FROM A RIGHT OF WAY MARKER, AND
 DF1354'0.97 METER (3.20 FT) WEST FROM A WITNESS POST.
 DF1354'
 DF1354'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1354'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1360 ***********************************************************************
 DF1360  DESIGNATION -  BV 121 234 GADT
 DF1360  PID         -  DF1360
 DF1360  STATE/COUNTY-  GA/RICHMOND
 DF1360  USGS QUAD   -  HEPHZIBAH (1980)
 DF1360
 DF1360                         *CURRENT SURVEY CONTROL
 DF1360  ___________________________________________________________________
 DF1360* NAD 83(1994)-  33 17 27.20839(N)    082 02 59.48724(W)     ADJUSTED  
 DF1360* NAVD 88     -       103.1    (meters)     338.     (feet)  VERTCON   
 DF1360  ___________________________________________________________________
 DF1360  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 DF1360  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DF1360
 DF1360  HORZ ORDER  -  SECOND
 DF1360
 DF1360.The horizontal coordinates were established by classical geodetic methods
 DF1360.and adjusted by the National Geodetic Survey in September 1997..
 DF1360
 DF1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1360
 DF1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1360
 DF1360.The geoid height was determined by GEOID03.
 DF1360
 DF1360;                    North         East     Units Scale Factor Converg.
 DF1360;SPC GA E     -   364,866.129   210,879.139   MT  0.99990146   +0 03 50.8
 DF1360;SPC GA E     - 1,197,064.96    691,859.31   sFT  0.99990146   +0 03 50.8
 DF1360;UTM  17      - 3,684,027.535   402,247.580   MT  0.99971781   -0 34 34.7
 DF1360
 DF1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1360!SPC GA E     -   0.99998852  x   0.99990146  =   0.99988998
 DF1360!UTM  17      -   0.99998852  x   0.99971781  =   0.99970633
 DF1360
 DF1360:                Primary Azimuth Mark                     Grid Az
 DF1360:SPC GA E     -  BV 121 234 GADT AZ MK                    176 49 50.6
 DF1360:UTM  17      -  BV 121 234 GADT AZ MK                    177 28 16.1
 DF1360
 DF1360|---------------------------------------------------------------------|
 DF1360| PID    Reference Object                     Distance      Geod. Az  |
 DF1360|                                                           dddmmss.s |
 DF1360| DF1358 BV 121 234 GADT AZ MK               APPROX. 1.6 KM 1765341.4 |
 DF1360| DF1359 BV 121 234 GADT RM 1                 20.192 METERS 17703     |
 DF1360|---------------------------------------------------------------------|
 DF1360
 DF1360                          SUPERSEDED SURVEY CONTROL
 DF1360
 DF1360  NAD 83(1986)-  33 17 27.21291(N)    082 02 59.48262(W) AD(       ) 2
 DF1360  NAD 27      -  33 17 26.69963(N)    082 03 00.05856(W) AD(       ) 2
 DF1360  NGVD 29 (07/19/86)  103.3    (m)          339.     (f) VERT ANG       
 DF1360
 DF1360.Superseded values are not recommended for survey control.
 DF1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1360.See file dsdata.txt to determine how the superseded data were derived.
 DF1360
 DF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0224884028(NAD 83)
 DF1360_MARKER: DD = SURVEY DISK
 DF1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1360+STABILITY: SURFACE MOTION
 DF1360
 DF1360  HISTORY     - Date     Condition        Report By
 DF1360  HISTORY     - 1980     MONUMENTED       GADT
 DF1360
 DF1360                          STATION DESCRIPTION
 DF1360
 DF1360'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1360'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) SOUTHEAST OF
 DF1360'HEPHZIBAH, 14 KM (8-3/4 MI) EAST OF BLYTHE, AND 10.5 KM (6-1/2
 DF1360'MI) NORTHWEST OF MCBEAN.
 DF1360'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1360'
 DF1360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1360'(STATE ROUTES 21 AND 121) WITH STATE ROUTE 88 APPROXIMATELY 3.6 KM
 DF1360'(2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S. HIGHWAY 25 FOR
 DF1360'1.9 KM (1.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 57
 DF1360'(MIMMS ROAD) TO THE RIGHT.  CONTINUE SOUTH ALONG U.S. HIGHWAY 25
 DF1360'FOR 2.2 KM (1.35 MI) TO THE STATION ON THE LEFT.
 DF1360'
 DF1360'THE STATION IS A STANDARD GADT DISK
 DF1360'STAMPED---121-234 1980---,
 DF1360'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1360'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1360'16.43 METERS (53.90 FT) EAST FROM THE CENTERLINE OF U.S.
 DF1360'HIGHWAY 25,
 DF1360'63.32 METERS (207.8 FT) SOUTH-SOUTHEAST FROM THE SOUTH END
 DF1360'OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE
 DF1360'EAST,
 DF1360'69.75 METERS (238.9 FT) SOUTH FROM A POWER POLE, AND
 DF1360'0.55 METER (1.8 FT) WEST FROM A WITNESS POST.
 DF1360'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1360'STAMPED---121-234 1980---,
 DF1360'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DF1360'
 DF1360'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1360'STAMPED---121-234 1980 RM 1---,
 DF1360'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1360'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1360'16.00 METERS (52.50 FT) EAST FROM THE CENTERLINE OF U.S.
 DF1360'HIGHWAY 25,
 DF1360'55.94 METERS (173.6 FT) NORTHEAST FROM THE NORTH END OF THE 18
 DF1360'INCH CONCRETE SIDE DRAIN PIPE UNDER THE DRIVEWAY TO THE EAST, AND
 DF1360'0.97 METER (3.2 FT) WEST FROM A WITNESS POST.
 DF1360'MARK IS LEVEL WITH STATION.
 DF1360'
 DF1360'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1360'STAMPED---121-234 1980 AZ MK---,
 DF1360'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1360'FLUSH WITH GROUND.  IT IS LOCATED
 DF1360'16.46 METERS (54.00 FT) WEST FROM THE CENTERLINE OF U.S.
 DF1360'HIGHWAY 25,
 DF1360'1.74 METERS (5.7 FT) NORTHWEST FROM A RIGHT OF WAY MARKER,
 DF1360'8.65 METERS (28.40 FT) NORTH FROM A POWER POLE,
 DF1360'6.71 METERS (22.00 FT) EAST-NORTHEAST FROM ANOTHER RIGHT OF WAY
 DF1360'MARKER, AND
 DF1360'1.1 METERS (3.60 FT) EAST FROM A WITNESS POST.
 DF1360'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG U.S.
 DF1360'HIGHWAY 25 FOR 1.7 KM (1.05 MI) TO THE MARK ON THE RIGHT.
 DF1360'
 DF1360'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1360'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1360'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1358 ***********************************************************************
 DF1358  DESIGNATION -  BV 121 234 GADT AZ MK
 DF1358  PID         -  DF1358
 DF1358  STATE/COUNTY-  GA/RICHMOND
 DF1358  USGS QUAD   -  HEPHZIBAH (1980)
 DF1358
 DF1358                         *CURRENT SURVEY CONTROL
 DF1358  ___________________________________________________________________
 DF1358* NAD 83(1994)-  33 16 35.82788(N)    082 02 56.16889(W)     ADJUSTED  
 DF1358* NAVD 88     -        98.3    (meters)     323.     (feet)  VERTCON   
 DF1358  ___________________________________________________________________
 DF1358  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 DF1358  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DF1358
 DF1358  HORZ ORDER  -  SECOND
 DF1358
 DF1358.The horizontal coordinates were established by classical geodetic methods
 DF1358.and adjusted by the National Geodetic Survey in September 1997..
 DF1358
 DF1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1358
 DF1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1358
 DF1358.The geoid height was determined by GEOID03.
 DF1358
 DF1358;                    North         East     Units Scale Factor Converg.
 DF1358;SPC GA E     -   363,283.442   210,966.773   MT  0.99990148   +0 03 52.5
 DF1358;SPC GA E     - 1,191,872.43    692,146.82   sFT  0.99990148   +0 03 52.5
 DF1358;UTM  17      - 3,682,444.258   402,317.509   MT  0.99971764   -0 34 32.1
 DF1358
 DF1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1358!SPC GA E     -   0.99998927  x   0.99990148  =   0.99989076
 DF1358!UTM  17      -   0.99998927  x   0.99971764  =   0.99970692
 DF1358
 DF1358                          SUPERSEDED SURVEY CONTROL
 DF1358
 DF1358  NAD 83(1986)-  33 16 35.83242(N)    082 02 56.16425(W) AD(       ) 2
 DF1358  NAD 27      -  33 16 35.31785(N)    082 02 56.73981(W) AD(       ) 2
 DF1358  NGVD 29 (07/19/86)   98.5    (m)          323.     (f) VERT ANG       
 DF1358
 DF1358.Superseded values are not recommended for survey control.
 DF1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1358.See file dsdata.txt to determine how the superseded data were derived.
 DF1358
 DF1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0231882444(NAD 83)
 DF1358_MARKER: DD = SURVEY DISK
 DF1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1358+STABILITY: SURFACE MOTION
 DF1358
 DF1358  HISTORY     - Date     Condition        Report By
 DF1358  HISTORY     - 1980     MONUMENTED       GADT
 DF1358
 DF1358                          STATION DESCRIPTION
 DF1358
 DF1358'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1358'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) SOUTHEAST OF
 DF1358'HEPHZIBAH, 14 KM (8-3/4 MI) EAST OF BLYTHE, AND 10.5 KM
 DF1358'(6-1/2 MI) NORTHWEST OF MCBEAN.
 DF1358'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1358'
 DF1358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25
 DF1358'(STATE ROUTES 21 AND 121) WITH STATE ROUTE 88 APPROXIMATELY
 DF1358'3.6 KM (2.25 MI) EAST OF HEPHZIBAH, GO SOUTH ALONG U.S.
 DF1358'HIGHWAY 25 FOR 1.9 KM (1.2 MI) TO THE JUNCTION OF PAVED
 DF1358'COUNTY ROAD 57 (MIMMS ROAD) TO THE RIGHT.  CONTINUE SOUTH ALONG
 DF1358'U.S. HIGHWAY 25 FOR 3.9 KM (2.4 MI) TO THE STATION ON THE RIGHT.
 DF1358'
 DF1358'THE STATION IS A STANDARD GADT DISK
 DF1358'STAMPED---121-234 1980 AZ MK---,
 DF1358'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1358'FLUSH WITH GROUND.  IT IS LOCATED
 DF1358'16.46 METERS (54.00 FT) WEST FROM THE CENTERLINE OF
 DF1358'U.S. HIGHWAY 25,
 DF1358'1.74 METERS (5.7 FT) NORTHWEST FROM A RIGHT OF WAY MARKER,
 DF1358'8.65 METERS (28.40 FT) NORTH FROM A POWER POLE,
 DF1358'6.71 METERS (22.00 FT) EAST-NORTHEAST FROM ANOTHER RIGHT OF
 DF1358'WAY MARKER, AND
 DF1358'1.10 METERS (3.60 FT) EAST FROM A WITNESS POST.
 DF1358'
 DF1358'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1358'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1419 ***********************************************************************
 DF1419  DESIGNATION -  BV 121 235 GADT
 DF1419  PID         -  DF1419
 DF1419  STATE/COUNTY-  GA/RICHMOND
 DF1419  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1419
 DF1419                         *CURRENT SURVEY CONTROL
 DF1419  ___________________________________________________________________
 DF1419* NAD 83(1994)-  33 14 34.86078(N)    082 00 08.20104(W)     ADJUSTED  
 DF1419* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 DF1419  ___________________________________________________________________
 DF1419  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DF1419  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DF1419
 DF1419  HORZ ORDER  -  SECOND
 DF1419
 DF1419.The horizontal coordinates were established by classical geodetic methods
 DF1419.and adjusted by the National Geodetic Survey in September 1997..
 DF1419
 DF1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1419
 DF1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1419
 DF1419.The geoid height was determined by GEOID03.
 DF1419
 DF1419;                    North         East     Units Scale Factor Converg.
 DF1419;SPC GA E     -   359,562.915   215,318.866   MT  0.99990289   +0 05 24.4
 DF1419;SPC GA E     - 1,179,666.00    706,425.31   sFT  0.99990289   +0 05 24.4
 DF1419;UTM  17      - 3,678,676.074   406,626.962   MT  0.99970749   -0 32 58.1
 DF1419
 DF1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1419!SPC GA E     -   0.99999159  x   0.99990289  =   0.99989448
 DF1419!UTM  17      -   0.99999159  x   0.99970749  =   0.99969908
 DF1419
 DF1419|---------------------------------------------------------------------|
 DF1419| PID    Reference Object                     Distance      Geod. Az  |
 DF1419|                                                           dddmmss.s |
 DF1419| DF1420 BV 121 235 GADT RM 1                 15.711 METERS 34409     |
 DF1419| DF1421 BV 121 235 GADT AZ MK               APPROX. 0.6 KM 3441945.0 |
 DF1419|---------------------------------------------------------------------|
 DF1419
 DF1419                          SUPERSEDED SURVEY CONTROL
 DF1419
 DF1419  NAD 83(1986)-  33 14 34.86500(N)    082 00 08.19635(W) AD(       ) 2
 DF1419  NAD 27      -  33 14 34.34351(N)    082 00 08.77460(W) AD(       ) 2
 DF1419  NGVD 29 (07/19/86)   83.9    (m)          275.     (f) VERT ANG       
 DF1419
 DF1419.Superseded values are not recommended for survey control.
 DF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1419.See file dsdata.txt to determine how the superseded data were derived.
 DF1419
 DF1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0662778676(NAD 83)
 DF1419_MARKER: DD = SURVEY DISK
 DF1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1419+STABILITY: SURFACE MOTION
 DF1419
 DF1419  HISTORY     - Date     Condition        Report By
 DF1419  HISTORY     - 1980     MONUMENTED       GADT
 DF1419
 DF1419                          STATION DESCRIPTION
 DF1419
 DF1419'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1419'THE STATION IS LOCATED ABOUT 17 KM (10-1/2 MI) NORTH OF
 DF1419'WAYNESBORO, 12 KM (7-1/2 MI) SOUTHEAST OF HEPHZIBAH, AND 4.8 KM
 DF1419'(3 MI) WEST OF MCBEAN.
 DF1419'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DF1419'
 DF1419'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 WITH
 DF1419'STATE ROUTE 56 CONNECTOR (PAVED COUNTY ROAD 91819) IN MCBEAN,
 DF1419'GO NORTH ALONG STATE ROUTE 56 FOR 1.75 KM (1.1 MI) TO THE
 DF1419'JUNCTION OF PAVED COUNTY ROAD 91105 (MCBEAN-HEPHZIBAH ROAD) TO
 DF1419'THE LEFT.  TURN LEFT GOING WEST ALONG COUNTY ROAD 91105 FOR
 DF1419'3.25 KM (2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 22 (CLARK
 DF1419'ROAD) TO THE RIGHT.  CONTINUE WEST ALONG COUNTY ROAD 91105 FOR
 DF1419'2.2 KM (1.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92170
 DF1419'(OLD WAYNESBORO ROAD) CROSSING.  TURN LEFT GOING SOUTH ALONG
 DF1419'COUNTY ROAD 92170 FOR 1.05 KM (0.65 MI) TO THE AZIMUTH MARK ON
 DF1419'THE LEFT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 92170 FOR
 DF1419'0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 DF1419'
 DF1419'THE STATION IS A STANDARD GADT DISK
 DF1419'STAMPED---121-235 1980---,
 DF1419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1419'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1419'3.69 METERS (12.10 FT) SOUTHWEST FROM A 10 INCH PINE TREE,
 DF1419'2.41 METERS (7.9 FT) NORTHWEST FROM ANOTHER 10 INCH PINE TREE,
 DF1419'1.31 METERS (4.3 FT) EAST FROM A WITNESS POST AT THE TOP OF THE
 DF1419'BANK, AND
 DF1419'1.10 METERS (3.6 FT) WEST FROM ANOTHER WITNESS POST.
 DF1419'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1419'STAMPED---121-235 1980---,
 DF1419'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1419'
 DF1419'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1419'STAMPED---121-235 1980 RM 1---,
 DF1419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1419'FLUSH WITH GROUND.  IT IS LOCATED
 DF1419'12.01 METERS (39.4 FT) NORTH-NORTHWEST FROM ONE OF TWO 10 INCH
 DF1419'PINE TREES,
 DF1419'9.5 METERS (31.3 FT) SOUTH-SOUTHWEST FROM THE OTHER 10 INCH PINE
 DF1419'TREE,
 DF1419'6.40 METERS (21.00 FT) NORTHWEST FROM AN 8 INCH PINE TREE, AND
 DF1419'0.86 METER (2.8 FT) WEST FROM A WITNESS POST.
 DF1419'MARK IS ABOVE STATION 0.3 METERS.
 DF1419'
 DF1419'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1419'STAMPED---121-235 1980 AZ MK---,
 DF1419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1419'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1419'12.80 METERS (42.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1419'PAVED OLD WAYNESBORO ROAD,
 DF1419'4.45 METERS (14.60 FT) NORTHWEST FROM AN 8 INCH PINE TREE, AND
 DF1419'1.13 METERS (3.7 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1419'
 DF1419'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1419'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1419'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1421 ***********************************************************************
 DF1421  DESIGNATION -  BV 121 235 GADT AZ MK
 DF1421  PID         -  DF1421
 DF1421  STATE/COUNTY-  GA/RICHMOND
 DF1421  USGS QUAD   -  STORYS MILLPOND (1950)
 DF1421
 DF1421                         *CURRENT SURVEY CONTROL
 DF1421  ___________________________________________________________________
 DF1421* NAD 83(1994)-  33 14 54.02917(N)    082 00 14.60094(W)     ADJUSTED  
 DF1421* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 DF1421  ___________________________________________________________________
 DF1421  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DF1421  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 DF1421
 DF1421  HORZ ORDER  -  SECOND
 DF1421
 DF1421.The horizontal coordinates were established by classical geodetic methods
 DF1421.and adjusted by the National Geodetic Survey in September 1997..
 DF1421
 DF1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1421
 DF1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1421
 DF1421.The geoid height was determined by GEOID03.
 DF1421
 DF1421;                    North         East     Units Scale Factor Converg.
 DF1421;SPC GA E     -   360,153.138   215,152.284   MT  0.99990283   +0 05 21.0
 DF1421;SPC GA E     - 1,181,602.42    705,878.79   sFT  0.99990283   +0 05 21.0
 DF1421;UTM  17      - 3,679,268.004   406,467.011   MT  0.99970786   -0 33 01.9
 DF1421
 DF1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1421!SPC GA E     -   0.99998988  x   0.99990283  =   0.99989271
 DF1421!UTM  17      -   0.99998988  x   0.99970786  =   0.99969774
 DF1421
 DF1421                          SUPERSEDED SURVEY CONTROL
 DF1421
 DF1421  NAD 83(1986)-  33 14 54.03338(N)    082 00 14.59624(W) AD(       ) 2
 DF1421  NAD 27      -  33 14 53.51237(N)    082 00 15.17435(W) AD(       ) 2
 DF1421  NGVD 29 (07/19/86)   94.8    (m)          311.     (f) VERT ANG       
 DF1421
 DF1421.Superseded values are not recommended for survey control.
 DF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1421.See file dsdata.txt to determine how the superseded data were derived.
 DF1421
 DF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS0646779268(NAD 83)
 DF1421_MARKER: DD = SURVEY DISK
 DF1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1421+STABILITY: SURFACE MOTION
 DF1421
 DF1421  HISTORY     - Date     Condition        Report By
 DF1421  HISTORY     - 1980     MONUMENTED       GADT
 DF1421
 DF1421                          STATION DESCRIPTION
 DF1421
 DF1421'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1421'THE STATION IS LOCATED ABOUT 17.2 KM (10-3/4 MI) NORTH OF
 DF1421'WAYNESBORO, 11.2 KM (7 MI) SOUTHEAST OF HEPHZIBAH, AND 4.8 KM
 DF1421'(3 MI) WEST OF MCBEAN.
 DF1421'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DF1421'
 DF1421'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 56 WITH
 DF1421'STATE ROUTE 56 CONNECTOR (PAVED COUNTY ROAD 91819) IN MCBEAN,
 DF1421'GO NORTH ALONG STATE ROUTE 56 FOR 1.75 KM (1.1 MI) TO THE
 DF1421'JUNCTION OF PAVED COUNTY ROAD 91105 (MCBEAN-HEPHZIBAH ROAD) TO
 DF1421'THE LEFT.  TURN LEFT GOING WEST ALONG COUNTY ROAD 91105 FOR 3.25
 DF1421'KM (2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 22 (CLARK ROAD)
 DF1421'TO THE RIGHT.  CONTINUE WEST ALONG COUNTY ROAD 91105 FOR 2.2 KM
 DF1421'(1.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92170 (OLD
 DF1421'WAYNESBORO ROAD) CROSSING.  TURN LEFT GOING SOUTH ALONG COUNTY
 DF1421'ROAD 92170 FOR 1.05 KM (0.65 MI) TO THE STATION ON THE LEFT.
 DF1421'
 DF1421'THE STATION IS A STANDARD GADT DISK
 DF1421'STAMPED---121-235 1980 AZ MK---,
 DF1421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1421'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 DF1421'12.80 METERS (42.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 DF1421'PAVED OLD WAYNESBORO ROAD,
 DF1421'4.45 METERS (14.60 FT) NORTHWEST FROM AN 8 INCH PINE TREE, AND
 DF1421'1.13 METERS (3.70 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 DF1421'
 DF1421'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1421'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1374 ***********************************************************************
 DF1374  DESIGNATION -  BV 121 236 GADT
 DF1374  PID         -  DF1374
 DF1374  STATE/COUNTY-  GA/RICHMOND
 DF1374  USGS QUAD   -  BLYTHE (1980)
 DF1374
 DF1374                         *CURRENT SURVEY CONTROL
 DF1374  ___________________________________________________________________
 DF1374* NAD 83(1994)-  33 16 29.51725(N)    082 07 34.01901(W)     ADJUSTED  
 DF1374* NAVD 88     -       119.8    (meters)     393.     (feet)  VERTCON   
 DF1374  ___________________________________________________________________
 DF1374  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 DF1374  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 DF1374
 DF1374  HORZ ORDER  -  SECOND
 DF1374
 DF1374.The horizontal coordinates were established by classical geodetic methods
 DF1374.and adjusted by the National Geodetic Survey in September 1997..
 DF1374
 DF1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1374
 DF1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1374
 DF1374.The geoid height was determined by GEOID03.
 DF1374
 DF1374;                    North         East     Units Scale Factor Converg.
 DF1374;SPC GA E     -   363,083.593   203,777.382   MT  0.99990018   +0 01 20.1
 DF1374;SPC GA E     - 1,191,216.75    668,559.63   sFT  0.99990018   +0 01 20.1
 DF1374;UTM  17      - 3,682,324.768   395,127.587   MT  0.99973560   -0 37 04.5
 DF1374
 DF1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1374!SPC GA E     -   0.99998586  x   0.99990018  =   0.99988604
 DF1374!UTM  17      -   0.99998586  x   0.99973560  =   0.99972146
 DF1374
 DF1374:                Primary Azimuth Mark                     Grid Az
 DF1374:SPC GA E     -  BV 121 236 GADT AZ MK                    174 31 57.8
 DF1374:UTM  17      -  BV 121 236 GADT AZ MK                    175 10 22.4
 DF1374
 DF1374|---------------------------------------------------------------------|
 DF1374| PID    Reference Object                     Distance      Geod. Az  |
 DF1374|                                                           dddmmss.s |
 DF1374| DF1373 BV 121 236 GADT AZ MK               APPROX. 0.7 KM 1743317.9 |
 DF1374| DF1375 BV 121 236 GADT RM 1                 25.138 METERS 21820     |
 DF1374|---------------------------------------------------------------------|
 DF1374
 DF1374                          SUPERSEDED SURVEY CONTROL
 DF1374
 DF1374  NAD 83(1986)-  33 16 29.52154(N)    082 07 34.01506(W) AD(       ) 2
 DF1374  NAD 27      -  33 16 29.00495(N)    082 07 34.58692(W) AD(       ) 2
 DF1374  NGVD 29 (07/19/86)  120.0    (m)          394.     (f) VERT ANG       
 DF1374
 DF1374.Superseded values are not recommended for survey control.
 DF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1374.See file dsdata.txt to determine how the superseded data were derived.
 DF1374
 DF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9512882325(NAD 83)
 DF1374_MARKER: DD = SURVEY DISK
 DF1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1374+STABILITY: SURFACE MOTION
 DF1374
 DF1374  HISTORY     - Date     Condition        Report By
 DF1374  HISTORY     - 1980     MONUMENTED       GADT
 DF1374
 DF1374                          STATION DESCRIPTION
 DF1374
 DF1374'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1374'THE STATION IS LOCATED ABOUT 5.2 KM (3-1/4 MI) SOUTH-SOUTHWEST
 DF1374'OF HEPHZIBAH, 7.2 KM (4-1/2 MI) EAST-SOUTHEAST OF BLYTHE, AND
 DF1374'10.8 KM (6-3/4 MI) EAST-NORTHEAST OF KEYSVILLE.
 DF1374'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DF1374'
 DF1374'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1374'WEST-SOUTHWEST ALONG STATE ROUTE 88 FOR 2.0 KM (1.25 MI) TO THE
 DF1374'JUNCTION OF COUNTY PAVED ROAD 91771 (KEYSVILLE ROAD) TO THE LEFT.
 DF1374'TURN LEFT AND GO SOUTHWEST ALONG COUNTY PAVED ROAD 91771 FOR 0.7
 DF1374'KM (0.45 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 15 (FARMERS
 DF1374'BRIDGE ROAD) FORKING TO THE LEFT.  TURN LEFT AND GO
 DF1374'SOUTH-SOUTHWEST ALONG COUNTY PAVED ROAD 15 FOR 2.5 KM (1.55 MI) TO
 DF1374'THE JUNCTION OF COUNTY PAVED ROAD 58 CROSSING.  TURN LEFT GOING
 DF1374'SOUTHEAST ALONG COUNTY PAVED ROAD 58 FOR 1.5 KM (0.95 MI) TO
 DF1374'THE STATION ON THE LEFT.
 DF1374'
 DF1374'THE STATION IS A STANDARD GADT DISK
 DF1374'STAMPED---121-236 1980---,
 DF1374'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1374'FLUSH WITH GROUND.  IT IS LOCATED
 DF1374'7.56 METERS (24.80 FT) EAST FROM THE CENTERLINE OF COUNTY PAVED
 DF1374'ROAD 58,
 DF1374'32.52 METERS (106.7 FT) SOUTHEAST FROM A POWER POLE ON THE WEST
 DF1374'SIDE OF THE ROAD,
 DF1374'26.95 METERS (88.40 FT) NORTH-NORTHEAST FROM ANOTHER POWER POLE
 DF1374'ON THE WEST SIDE OF THE ROAD,
 DF1374'14.63 METERS (48.00 FT) NORTH FROM THE NORTH END OF A 15 INCH
 DF1374'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST, AND
 DF1374'1.95 METERS (6.40 FT) WEST FROM A WITNESS POST.
 DF1374'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DF1374'STAMPED---121-236 1980---,
 DF1374'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 DF1374'
 DF1374'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1374'STAMPED---121-236 1980 RM 1---,
 DF1374'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1374'FLUSH WITH GROUND.  IT IS LOCATED
 DF1374'10.21 METERS (33.50 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1374'ROAD 58,
 DF1374'45.72 METERS (150.0 FT) SOUTH FROM THE POWER POLE,
 DF1374'3.08 METERS (10.10 FT) NORTH-NORTHEAST FROM THE OTHER POWER POLE,
 DF1374'AND
 DF1374'1.01 METERS (3.30 FT) EAST FROM A WITNESS POST.
 DF1374'MARK IS BELOW STATION 0.10 METERS.
 DF1374'
 DF1374'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 DF1374'STAMPED---121-236 1980 AZ MK---,
 DF1374'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1374'FLUSH WITH GROUND.  IT IS LOCATED
 DF1374'7.38 METERS (24.2 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1374'ROAD 58,
 DF1374'16.40 METERS (53.80 FT) WEST FROM THE TOP CENTER OF AN
 DF1374'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD,
 DF1374'3.84 METERS (12.60 FT) NORTHEAST FROM A POWER POLE, AND
 DF1374'1.22 METERS (4.00 FT) EAST FROM A WITNESS POST.
 DF1374'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ALONG
 DF1374'COUNTY PAVED ROAD 58 FOR 0.7 KM (0.45 MI) TO THE MARK ON
 DF1374'THE RIGHT BETWEEN TWO MAIL BOXES.
 DF1374'
 DF1374'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1374'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1374'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1373 ***********************************************************************
 DF1373  DESIGNATION -  BV 121 236 GADT AZ MK
 DF1373  PID         -  DF1373
 DF1373  STATE/COUNTY-  GA/RICHMOND
 DF1373  USGS QUAD   -  BLYTHE (1980)
 DF1373
 DF1373                         *CURRENT SURVEY CONTROL
 DF1373  ___________________________________________________________________
 DF1373* NAD 83(1994)-  33 16 06.07497(N)    082 07 31.35901(W)     ADJUSTED  
 DF1373* NAVD 88     -       111.9    (meters)     367.     (feet)  VERTCON   
 DF1373  ___________________________________________________________________
 DF1373  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 DF1373  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DF1373
 DF1373  HORZ ORDER  -  SECOND
 DF1373
 DF1373.The horizontal coordinates were established by classical geodetic methods
 DF1373.and adjusted by the National Geodetic Survey in September 1997..
 DF1373
 DF1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1373
 DF1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1373
 DF1373.The geoid height was determined by GEOID03.
 DF1373
 DF1373;                    North         East     Units Scale Factor Converg.
 DF1373;SPC GA E     -   362,361.480   203,846.497   MT  0.99990018   +0 01 21.5
 DF1373;SPC GA E     - 1,188,847.62    668,786.38   sFT  0.99990018   +0 01 21.5
 DF1373;UTM  17      - 3,681,602.046   395,188.620   MT  0.99973544   -0 37 02.6
 DF1373
 DF1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1373!SPC GA E     -   0.99998710  x   0.99990018  =   0.99988728
 DF1373!UTM  17      -   0.99998710  x   0.99973544  =   0.99972254
 DF1373
 DF1373                          SUPERSEDED SURVEY CONTROL
 DF1373
 DF1373  NAD 83(1986)-  33 16 06.07928(N)    082 07 31.35508(W) AD(       ) 2
 DF1373  NAD 27      -  33 16 05.56209(N)    082 07 31.92698(W) AD(       ) 2
 DF1373  NGVD 29 (07/19/86)  112.1    (m)          368.     (f) VERT ANG       
 DF1373
 DF1373.Superseded values are not recommended for survey control.
 DF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1373.See file dsdata.txt to determine how the superseded data were derived.
 DF1373
 DF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS9518981602(NAD 83)
 DF1373_MARKER: DD = SURVEY DISK
 DF1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1373+STABILITY: SURFACE MOTION
 DF1373
 DF1373  HISTORY     - Date     Condition        Report By
 DF1373  HISTORY     - 1980     MONUMENTED       GADT
 DF1373
 DF1373                          STATION DESCRIPTION
 DF1373
 DF1373'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1373'THE STATION IS LOCATED ABOUT 5.8 KM (3-1/2 MI) SOUTH-SOUTHWEST
 DF1373'OF HEPHZIBAH, 7.8 KM (4-3/4 MI) EAST-SOUTHEAST OF BLYTHE, AND
 DF1373'10.8 KM (6-3/4 MI) EAST-NORTHEAST OF KEYSVILLE.
 DF1373'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DF1373'
 DF1373'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEPHZIBAH, GO
 DF1373'WEST-SOUTHWEST ALONG STATE ROUTE 88 FOR 2.0 KM (1.25 MI) TO THE
 DF1373'JUNCTION OF COUNTY PAVED ROAD 91771 (KEYSVILLE ROAD) TO THE
 DF1373'LEFT.  TURN LEFT AND GO SOUTHWEST ALONG COUNTY PAVED ROAD
 DF1373'91771 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 15
 DF1373'(FARMERS BRIDGE ROAD) FORKING TO THE LEFT.  TURN LEFT AND GO
 DF1373'SOUTH-SOUTHWEST ALONG COUNTY PAVED ROAD 15 FOR 2.5 KM (1.55 MI)
 DF1373'TO THE JUNCTION OF COUNTY PAVED ROAD 58 CROSSING.  TURN LEFT
 DF1373'GOING SOUTHEAST ALONG COUNTY PAVED ROAD 58 FOR 2.2 KM (1.4 MI)
 DF1373'TO THE STATION ON THE RIGHT BETWEEN TWO MAILBOXES.
 DF1373'
 DF1373'THE STATION IS A STANDARD GADT DISK
 DF1373'STAMPED---121-236 1980 AZ MK---, SET INTO THE TOP OF A
 DF1373'ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH WITH
 DF1373'THE GROUND.  IT IS LOCATED
 DF1373'7.38 METERS (24.2 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 DF1373'ROAD 58,
 DF1373'16.40 METERS (53.80 FT) WEST FROM THE TOP CENTER OF AN
 DF1373'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD,
 DF1373'3.84 METERS (12.60 FT) NORTHEAST FROM A POWER POLE, AND
 DF1373'1.22 METERS (4.00 FT) EAST FROM A WITNESS POST.
 DF1373'
 DF1373'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DF1373'COUNTY GA.  1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2329 ***********************************************************************
 DE2329  DESIGNATION -  BV 121 34 GADT
 DE2329  PID         -  DE2329
 DE2329  STATE/COUNTY-  GA/RICHMOND
 DE2329  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2329
 DE2329                         *CURRENT SURVEY CONTROL
 DE2329  ___________________________________________________________________
 DE2329* NAD 83(1994)-  33 28 29.48516(N)    081 57 46.01952(W)     ADJUSTED  
 DE2329* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 DE2329  ___________________________________________________________________
 DE2329  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DE2329  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DE2329
 DE2329  HORZ ORDER  -  SECOND
 DE2329
 DE2329.The horizontal coordinates were established by classical geodetic methods
 DE2329.and adjusted by the National Geodetic Survey in September 1997..
 DE2329
 DE2329.The orthometric height was scaled from a topographic map.
 DE2329
 DE2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2329
 DE2329.The geoid height was determined by GEOID03.
 DE2329
 DE2329;                    North         East     Units Scale Factor Converg.
 DE2329;SPC GA E     -   385,280.479   218,948.966   MT  0.99990443   +0 06 44.8
 DE2329;SPC GA E     - 1,264,041.04    718,335.07   sFT  0.99990443   +0 06 44.8
 DE2329;UTM  17      - 3,704,346.228   410,544.015   MT  0.99969866   -0 31 51.9
 DE2329
 DE2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2329!SPC GA E     -   0.99998765  x   0.99990443  =   0.99989208
 DE2329!UTM  17      -   0.99998765  x   0.99969866  =   0.99968631
 DE2329
 DE2329                          SUPERSEDED SURVEY CONTROL
 DE2329
 DE2329  NAD 83(1986)-  33 28 29.48979(N)    081 57 46.01512(W) AD(       ) 2
 DE2329  NAD 27      -  33 28 28.99991(N)    081 57 46.60024(W) AD(       ) 2
 DE2329
 DE2329.Superseded values are not recommended for survey control.
 DE2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2329.See file dsdata.txt to determine how the superseded data were derived.
 DE2329
 DE2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1054404346(NAD 83)
 DE2329_MARKER: DD = SURVEY DISK
 DE2329_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE2329+WITH SETTING: PAVEMENT
 DE2329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2329+STABILITY: SURFACE MOTION
 DE2329
 DE2329  HISTORY     - Date     Condition        Report By
 DE2329  HISTORY     - 1980     MONUMENTED       GADT
 DE2329
 DE2329                          STATION DESCRIPTION
 DE2329
 DE2329'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2329'THE STATION IS LOCATED IN DOWNTOWN AUGUSTA ON THE ROOF OF THE
 DE2329'GEORGIA RAILROAD BANK AND TRUST COMPANY BUILDING, WHICH IS BROWN
 DE2329'IN COLOR.  MR. HOWARD ZEIGLER HAS TO BE CONTACTED BEFORE
 DE2329'OCCUPYING THE STATION.  TELEPHONE 404-823-2500, EXTENSION 260.
 DE2329'
 DE2329'TO REACH THE STATION FROM THE JUNCTION OF BROAD STREET (U.S.
 DE2329'HIGHWAY 25 BUSINESS AND STATE ROUTE 28) AND FORT GORDON
 DE2329'HIGHWAY (U.S. HIGHWAY 1, 78, AND 278) IN AUGUSTA, GO WEST ALONG
 DE2329'BROAD STREET FOR 0.55 KM (0.35 MI) TO THE GEORGIA RAILROAD
 DE2329'BANK AND TRUST BUILDING ON THE RIGHT AND THE STATION ON THE ROOF
 DE2329'OF THE BUILDING.
 DE2329'
 DE2329'THE STATION IS A STANDARD GADT DISK
 DE2329'STAMPED---121-34---, SET INTO A 1 INCH DRILL HOLE IN THE CONCRETE
 DE2329'ROOF ATOP THE GEORGIA RAILROAD BANK AND TRUST COMPANY BUILDING,
 DE2329'AND FLUSH WITH THE SURFACE OF THE ROOF.  IT IS LOCATED
 DE2329'1.52 METERS (5.000 FT) WEST FROM THE EAST EDGE OF THE BUILDING,
 DE2329'AND
 DE2329'1.52 METERS (5.000 FT) NORTH FROM THE SOUTH EDGE OF THE BUILDING.
 DE2329'
 DE2329'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2329'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2327 ***********************************************************************
 DE2327  DESIGNATION -  BV 121 59 GADT
 DE2327  PID         -  DE2327
 DE2327  STATE/COUNTY-  GA/RICHMOND
 DE2327  USGS QUAD   -  AUGUSTA EAST (1981)
 DE2327
 DE2327                         *CURRENT SURVEY CONTROL
 DE2327  ___________________________________________________________________
 DE2327* NAD 83(1994)-  33 27 07.95922(N)    081 55 45.59094(W)     ADJUSTED  
 DE2327* NAVD 88     -        38.2    (meters)     125.     (feet)  VERTCON   
 DE2327  ___________________________________________________________________
 DE2327  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 DE2327  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DE2327
 DE2327  HORZ ORDER  -  SECOND
 DE2327
 DE2327.The horizontal coordinates were established by classical geodetic methods
 DE2327.and adjusted by the National Geodetic Survey in September 1997..
 DE2327
 DE2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE2327
 DE2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE2327
 DE2327.The geoid height was determined by GEOID03.
 DE2327
 DE2327;                    North         East     Units Scale Factor Converg.
 DE2327;SPC GA E     -   382,775.584   222,063.780   MT  0.99990600   +0 07 51.0
 DE2327;SPC GA E     - 1,255,822.90    728,554.25   sFT  0.99990600   +0 07 51.0
 DE2327;UTM  17      - 3,701,807.051   413,629.859   MT  0.99969197   -0 30 44.3
 DE2327
 DE2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE2327!SPC GA E     -   0.99999875  x   0.99990600  =   0.99990475
 DE2327!UTM  17      -   0.99999875  x   0.99969197  =   0.99969072
 DE2327
 DE2327                          SUPERSEDED SURVEY CONTROL
 DE2327
 DE2327  NAD 83(1986)-  33 27 07.96385(N)    081 55 45.58649(W) AD(       ) 2
 DE2327  NAD 27      -  33 27 07.47208(N)    081 55 46.17492(W) AD(       ) 2
 DE2327  NGVD 29 (07/19/86)   38.4    (m)          126.     (f) VERT ANG       
 DE2327
 DE2327.Superseded values are not recommended for survey control.
 DE2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE2327.See file dsdata.txt to determine how the superseded data were derived.
 DE2327
 DE2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT1363001807(NAD 83)
 DE2327_MARKER: DD = SURVEY DISK
 DE2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE2327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2327+STABILITY: SURFACE MOTION
 DE2327
 DE2327  HISTORY     - Date     Condition        Report By
 DE2327  HISTORY     - 1980     MONUMENTED       GADT
 DE2327
 DE2327                          STATION DESCRIPTION
 DE2327
 DE2327'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DE2327'THE STATION IS LOCATED IN AUGUSTA.
 DE2327'OWNERSHIP--RICHMOND COUNTY RIGHT OF WAY.
 DE2327'
 DE2327'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 28 (SAND BAR
 DE2327'FERRY ROAD) AND LANEY-WALKER BOULEVARD (GWINNETT STREET EXTENSION)
 DE2327'SOUTHEAST OF AUGUSTA, GO WEST ALONG LANEY-WALKER BOULEVARD FOR
 DE2327'0.5 KM (0.3 MI) TO THE STATION ON THE LEFT IN THE MEDIAN STRIP
 DE2327'AT THE JUNCTION OF COLUMBIA NITROGEN ROAD.
 DE2327'
 DE2327'THE STATION IS A STANDARD GADT DISK
 DE2327'STAMPED---121-59---,
 DE2327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DE2327'FLUSH WITH GROUND.  IT IS LOCATED
 DE2327'7.62 METERS (25.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE WEST
 DE2327'BOUND LANE OF LANEY-WALKER BOULEVARD,
 DE2327'1.83 METERS (6.000 FT) WEST FROM THE CENTER OF A MANHOLE COVER,
 DE2327'12.86 METERS (42.20 FT) NORTHEAST FROM THE CENTERLINE OF THE EAST
 DE2327'BOUND LANE OF LANEY-WALKER BOLEVARD, AND
 DE2327'1.0 METER (3.300 FT) NORTHEAST FROM A WITNESS POST.
 DE2327'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 DE2327'STAMPED---121-59---,
 DE2327'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 DE2327'
 DE2327'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP RICHMOND
 DE2327'COUNTY GA. 1973.  REVISED DECEMBER 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2590 ***********************************************************************
 DG2590  DESIGNATION -  BV 122 200
 DG2590  PID         -  DG2590
 DG2590  STATE/COUNTY-  GA/ROCKDALE
 DG2590  USGS QUAD   -  KELLEYTOWN (1982)
 DG2590
 DG2590                         *CURRENT SURVEY CONTROL
 DG2590  ___________________________________________________________________
 DG2590* NAD 83(1994)-  33 35 32.52644(N)    084 04 17.13334(W)     ADJUSTED  
 DG2590* NAVD 88     -       246.     (meters)     807.     (feet)  VERTCON   
 DG2590  ___________________________________________________________________
 DG2590  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DG2590  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG2590
 DG2590  HORZ ORDER  -  SECOND
 DG2590
 DG2590.The horizontal coordinates were established by classical geodetic methods
 DG2590.and adjusted by the National Geodetic Survey in September 1997..
 DG2590
 DG2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2590
 DG2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2590
 DG2590.The geoid height was determined by GEOID03.
 DG2590
 DG2590;                    North         East     Units Scale Factor Converg.
 DG2590;SPC GA W     -   398,298.310   708,839.718   MT  0.99990096   +0 03 09.7
 DG2590;SPC GA W     - 1,306,750.37  2,325,584.97   sFT  0.99990096   +0 03 09.7
 DG2590;UTM  16      - 3,720,805.063   771,778.683   MT  1.00051072   +1 37 16.7
 DG2590;UTM  17      - 3,721,189.609   214,959.479   MT  1.00060179   -1 42 01.8
 DG2590
 DG2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2590!SPC GA W     -   0.99996594  x   0.99990096  =   0.99986691
 DG2590!UTM  16      -   0.99996594  x   1.00051072  =   1.00047665
 DG2590!UTM  17      -   0.99996594  x   1.00060179  =   1.00056771
 DG2590
 DG2590:                Primary Azimuth Mark                     Grid Az
 DG2590:SPC GA W     -  CONYERS CATH MONASTERY TANK              146 56 05.2
 DG2590:UTM  16      -  CONYERS CATH MONASTERY TANK              145 21 58.2
 DG2590:UTM  17      -  CONYERS CATH MONASTERY TANK              148 41 16.7
 DG2590
 DG2590|---------------------------------------------------------------------|
 DG2590| PID    Reference Object                     Distance      Geod. Az  |
 DG2590|                                                           dddmmss.s |
 DG2590| DG2588 CONYERS CATH MONASTERY TANK         APPROX. 1.1 KM 1465914.9 |
 DG2590| DG2589 BV 122 200 GADT 1974 PTA             22.389 METERS 15757     |
 DG2590| CY9722 BV 122 200 AZ MK                                   2114254.4 |
 DG2590|---------------------------------------------------------------------|
 DG2590
 DG2590                          SUPERSEDED SURVEY CONTROL
 DG2590
 DG2590  NAD 83(1986)-  33 35 32.53277(N)    084 04 17.13290(W) AD(       ) 2
 DG2590  NAD 27      -  33 35 32.13780(N)    084 04 17.43897(W) AD(       ) 2
 DG2590  NGVD 29 (07/19/86)  246.     (m)          807.     (f) VERT ANG       
 DG2590
 DG2590.Superseded values are not recommended for survey control.
 DG2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2590.See file dsdata.txt to determine how the superseded data were derived.
 DG2590
 DG2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC7177920805(NAD 83)
 DG2590_MARKER: DD = SURVEY DISK
 DG2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2590
 DG2590  HISTORY     - Date     Condition        Report By
 DG2590  HISTORY     - 1974     MONUMENTED       GADT
 DG2590
 DG2590                          STATION DESCRIPTION
 DG2590
 DG2590'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2590'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTHWEST OF CONYERS,
 DG2590'12-1/4 MILES WEST OF COVINGTON, AND 10-3/4 MILES NORTH-NORTHEAST
 DG2590'OF MC DONOUGH ON THE PROPERTY OF THE MONASTERY OF THE HOLY GHOST.
 DG2590'
 DG2590'TO REACH THE STATION FROM THE COURT HOUSE IN MC DONOUGH, GO EAST
 DG2590'ALONG STATE ROUTES 20 AND 81 FOR 0.5 MILE TO THE JUNCTION OF
 DG2590'STATE ROUTE 20 TO THE LEFT.  TURN LEFT, GOING NORTH ALONG STATE
 DG2590'ROUTE 20 FOR 5.4 MILES TO THE JUNCTION OF EAST LAKE ROAD
 DG2590'CROSSING.  CONTINUE NORTHEASTERLY ALONG STATE ROUTE 20 FOR 2.8
 DG2590'MILES TO THE SOUTH RIVER BRIDGE.  CONTINUE NORTHEASTERLY ALONG
 DG2590'STATE ROUTE 20 FOR 2.5 MILES TO THE JUNCTION OF STATE ROUTE 212
 DG2590'CROSSING AND STATE ROUTE 20 TURNING LEFT.  TURN LEFT, GOING
 DG2590'NORTHWESTERLY ALONG STATE 212 FOR 3.9 MILES TO THE HONEY
 DG2590'CREEK BRIDGE.  CONTINUE NORTHWESTERLY ALONG STATE ROUTE 212
 DG2590'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DG2590'NORTHWESTERLY ALONG STATE ROUTE 212 FOR 0.1 MILE TO A WIRE
 DG2590'GAP IN A FENCELINE ON THE RIGHT.  TURN RIGHT, GOING THROUGH
 DG2590'THE GAP AND CROSSING A LARGE FIELD IN AN EASTERLY DIRECTION
 DG2590'FOR 0.25 MILE TO THE HIGHEST POINT IN THE FIELD AND THE STATION
 DG2590'ON THE SOUTHWEST SIDE OF A FENCE.
 DG2590'
 DG2590'THE STATION IS LOCATED 3.0 FEET SOUTHWEST OF A WITNESS POST ON
 DG2590'THE NORTHEAST SIDE OF THE FENCELINE, 60.0 FEET SOUTHEAST OF A
 DG2590'POWER POLE ON THE NORTHEAST SIDE OF THE FENCELINE, 129.0 FEET
 DG2590'NORTHEAST OF A 7 INCH CEDAR TREE IN THE FIELD, AND 334.0 FEET
 DG2590'EAST-NORTHEAST OF A POWER POLE.  THE STATION IS A STANDARD BRASS
 DG2590'DISK STAMPED 122-200, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG2590'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2590'UNDERGROUND STATION IS A STANDARD DISK STAMPED 122-200, SET IN
 DG2590'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 DG2590'METER BELOW THE SURFACE OF THE GROUND.
 DG2590'
 DG2590'THE AZIMUTH MARK IS LOCATED 39 FEET EAST OF THE CENTERLINE OF
 DG2590'STATE ROUTE 212, 3.0 FEET WEST OF A WITNESS POST SET AT A
 DG2590'FENCELINE, AND 46 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE
 DG2590'PEDESTAL.  IT IS A STANDARD DISK STAMPED 122-200 AZMK, SET IN
 DG2590'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2590'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2697 ***********************************************************************
 DF2697  DESIGNATION -  BV 122 201
 DF2697  PID         -  DF2697
 DF2697  STATE/COUNTY-  GA/ROCKDALE
 DF2697  USGS QUAD   -  PORTERDALE (1985)
 DF2697
 DF2697                         *CURRENT SURVEY CONTROL
 DF2697  ___________________________________________________________________
 DF2697* NAD 83(1994)-  33 36 48.96203(N)    083 59 32.91221(W)     ADJUSTED  
 DF2697* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 DF2697  ___________________________________________________________________
 DF2697  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DF2697  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DF2697
 DF2697  HORZ ORDER  -  SECOND
 DF2697
 DF2697.The horizontal coordinates were established by classical geodetic methods
 DF2697.and adjusted by the National Geodetic Survey in September 1997..
 DF2697
 DF2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2697
 DF2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2697
 DF2697.The geoid height was determined by GEOID03.
 DF2697
 DF2697;                    North         East     Units Scale Factor Converg.
 DF2697;SPC GA W     -   400,662.576   716,163.495   MT  0.99990322   +0 05 47.1
 DF2697;SPC GA W     - 1,314,507.13  2,349,613.07   sFT  0.99990322   +0 05 47.1
 DF2697;UTM  17      - 3,723,330.086   222,357.160   MT  1.00055045   -1 39 27.6
 DF2697;UTM  16      - 3,723,370.609   779,039.569   MT  1.00056004   +1 39 57.6
 DF2697
 DF2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2697!SPC GA W     -   0.99996311  x   0.99990322  =   0.99986633
 DF2697!UTM  17      -   0.99996311  x   1.00055045  =   1.00051354
 DF2697!UTM  16      -   0.99996311  x   1.00056004  =   1.00052313
 DF2697
 DF2697|---------------------------------------------------------------------|
 DF2697| PID    Reference Object                     Distance      Geod. Az  |
 DF2697|                                                           dddmmss.s |
 DF2697| DF2696 BV 122 201 GADT 1974 PTA             23.658 METERS 21450     |
 DF2697| CY7575 BV 122 201 AZ MK                                   3483140.4 |
 DF2697|---------------------------------------------------------------------|
 DF2697
 DF2697                          SUPERSEDED SURVEY CONTROL
 DF2697
 DF2697  NAD 83(1986)-  33 36 48.96860(N)    083 59 32.91205(W) AD(       ) 2
 DF2697  NAD 27      -  33 36 48.56753(N)    083 59 33.22425(W) AD(       ) 2
 DF2697  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 DF2697
 DF2697.Superseded values are not recommended for survey control.
 DF2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2697.See file dsdata.txt to determine how the superseded data were derived.
 DF2697
 DF2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2235723330(NAD 83)
 DF2697_MARKER: DD = SURVEY DISK
 DF2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2697
 DF2697  HISTORY     - Date     Condition        Report By
 DF2697  HISTORY     - 1974     MONUMENTED       GADT
 DF2697
 DF2697                          STATION DESCRIPTION
 DF2697
 DF2697'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2697'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHEAST OF
 DF2697'CONYERS, 7-3/4 MILES WEST OF COVINGTON, AND 9-1/2 MILES SOUTHEAST
 DF2697'OF LITHONIA ON COUNTY RIGHT OF WAY.
 DF2697'
 DF2697'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 DF2697'ROUTE 20 IN CONYERS, GO SOUTH ALONG STATE ROUTE 20 FOR 1.0 MILE
 DF2697'TO THE JUNCTION OF FLAT SHOALS ROAD CROSSING.  TURN LEFT, GOING
 DF2697'EAST ALONG FLAT SHOALS ROAD FOR 0.9 MILE TO THE JUNCTION OF OLD
 DF2697'SALEM ROAD CROSSING.  TURN RIGHT, GOING SOUTH ALONG OLD SALEM
 DF2697'ROAD FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DF2697'SOUTH ALONG OLD SALEM ROAD FOR 0.2 MILE TO THE STATION ON THE
 DF2697'LEFT.
 DF2697'
 DF2697'THE STATION IS LOCATED 38 FEET EAST OF THE CENTERLINE OF OLD
 DF2697'SALEM ROAD, 64 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2697'CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE WEST, 114 FEET
 DF2697'NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE ON THE
 DF2697'WEST SIDE OF THE ROAD, 58.0 FEET NORTH OF A FIRE HYDRANT, 305
 DF2697'FEET SOUTH OF A POWER POLE, AND 2 FEET WEST OF A WITNESS POST
 DF2697'SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED
 DF2697'122-201, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2697'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2697'IS A STANDARD DISK STAMPED 122-201, SET IN AN IRREGULAR MASS OF
 DF2697'CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 DF2697'
 DF2697'THE AZIMUTH MARK IS LOCATED 36 FEET EAST OF THE CENTERLINE OF
 DF2697'OLD SALEM ROAD, 55 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF
 DF2697'THE ROAD AND A DRIVEWAY TO THE NORTHWEST, 82.0 FEET EAST-SOUTHEAST
 DF2697'OF A POWER POLE ON THE WEST SIDE OF THE ROAD, 148 FEET SOUTH OF
 DF2697'ANOTHER POWER POLE, 20 FEET NORTH-NORTHWEST OF ANOTHER POWER
 DF2697'POLE, AND 3 FEET WEST OF A WITNESS POST SET AT A FENCELINE.  IT
 DF2697'IS A STANDARD DISK STAMPED 122-201 AZMK, SET IN THE TOP OF A 10
 DF2697'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2697'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2704 ***********************************************************************
 DF2704  DESIGNATION -  BV 122 202
 DF2704  PID         -  DF2704
 DF2704  STATE/COUNTY-  GA/ROCKDALE
 DF2704  USGS QUAD   -  MILSTEAD (1985)
 DF2704
 DF2704                         *CURRENT SURVEY CONTROL
 DF2704  ___________________________________________________________________
 DF2704* NAD 83(1994)-  33 40 57.70664(N)    083 55 50.31717(W)     ADJUSTED  
 DF2704* NAVD 88     -       243.     (meters)     797.     (feet)  VERTCON   
 DF2704  ___________________________________________________________________
 DF2704  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DF2704  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF2704
 DF2704  HORZ ORDER  -  SECOND
 DF2704
 DF2704.The horizontal coordinates were established by classical geodetic methods
 DF2704.and adjusted by the National Geodetic Survey in September 1997..
 DF2704
 DF2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2704
 DF2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2704
 DF2704.The geoid height was determined by GEOID03.
 DF2704
 DF2704;                    North         East     Units Scale Factor Converg.
 DF2704;SPC GA W     -   408,337.029   721,883.510   MT  0.99990590   +0 07 51.2
 DF2704;SPC GA W     - 1,339,685.74  2,368,379.48   sFT  0.99990590   +0 07 51.2
 DF2704;UTM  17      - 3,730,830.383   228,313.338   MT  1.00051009   -1 37 34.7
 DF2704;UTM  16      - 3,731,204.282   784,550.745   MT  1.00059833   +1 42 12.2
 DF2704
 DF2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2704!SPC GA W     -   0.99996641  x   0.99990590  =   0.99987232
 DF2704!UTM  17      -   0.99996641  x   1.00051009  =   1.00047649
 DF2704!UTM  16      -   0.99996641  x   1.00059833  =   1.00056472
 DF2704
 DF2704:                Primary Azimuth Mark                     Grid Az
 DF2704:SPC GA W     -  BV 122 202 AZ MK                         359 53 10.7
 DF2704:UTM  17      -  BV 122 202 AZ MK                         001 38 36.6
 DF2704:UTM  16      -  BV 122 202 AZ MK                         358 18 49.7
 DF2704
 DF2704|---------------------------------------------------------------------|
 DF2704| PID    Reference Object                     Distance      Geod. Az  |
 DF2704|                                                           dddmmss.s |
 DF2704| CY7576 BV 122 202 AZ MK                                   0000101.9 |
 DF2704| DF2705 BV 122 202 GADT 1974 PTA             19.948 METERS 28729     |
 DF2704|---------------------------------------------------------------------|
 DF2704
 DF2704                          SUPERSEDED SURVEY CONTROL
 DF2704
 DF2704  NAD 83(1986)-  33 40 57.71322(N)    083 55 50.31721(W) AD(       ) 2
 DF2704  NAD 27      -  33 40 57.31538(N)    083 55 50.63100(W) AD(       ) 2
 DF2704  NGVD 29 (07/19/86)  243.     (m)          797.     (f) VERT ANG       
 DF2704
 DF2704.Superseded values are not recommended for survey control.
 DF2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2704.See file dsdata.txt to determine how the superseded data were derived.
 DF2704
 DF2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2831330830(NAD 83)
 DF2704_MARKER: DD = SURVEY DISK
 DF2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2704
 DF2704  HISTORY     - Date     Condition        Report By
 DF2704  HISTORY     - 1974     MONUMENTED       GADT
 DF2704
 DF2704                          STATION DESCRIPTION
 DF2704
 DF2704'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DF2704'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES EAST OF CONYERS
 DF2704'AND 7-1/4 MILES NORTHWEST OF COVINGTON ON COUNTY RIGHT OF WAY.
 DF2704'
 DF2704'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 DF2704'ROUTE 138, LOCATED AT THE SOUTHEAST EDGE OF CONYERS, TRAVEL
 DF2704'NORTHEAST ALONG STATE ROUTE 138 FOR 2.5 MILES TO THE JUNCTION OF
 DF2704'BOAR TUSK ROAD CROSSING.  CONTINUE TRAVELING NORTHEAST ALONG
 DF2704'STATE ROUTE 138 FOR 1.6 MILES TO THE JUNCTION OF DENARD ROAD TO
 DF2704'THE RIGHT AND A COUNTY PAVED ROAD TO THE LEFT.  TURN RIGHT,
 DF2704'TRAVELING SOUTHEAST ALONG DENARD ROAD FOR 1.4 MILES TO THE
 DF2704'JUNCTION OF A CONTINENTAL GAS PIPELINE CROSSING.  CONTINUE
 DF2704'TRAVELING SOUTHEAST ALONG DENARD ROAD FOR 0.8 MILE TO ITS
 DF2704'TERMINATION AT THE JUNCTION OF COSTLEY ROAD (COUNTY ROAD
 DF2704'92160) CROSSING.  TURN LEFT, TRAVELING NORTH ALONG COSTLEY
 DF2704'ROAD FOR APPROXIMATELY 200 FEET TO THE STATION ON THE
 DF2704'RIGHT.
 DF2704'
 DF2704'THE STATION IS LOCATED 38 FEET EAST OF THE CENTERLINE OF COSTLEY
 DF2704'ROAD, 57.0 FEET NORTHWEST OF A POWER POLE ON THE EAST SIDE OF A
 DF2704'FENCELINE, 206 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION
 DF2704'OF THE CENTERLINES OF DENARD ROAD AND COSTLEY ROAD, AND 4.0 FEET
 DF2704'WEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 DF2704'BRASS DISK STAMPED 122-202, SET IN THE TOP OF A 10 INCH
 DF2704'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2704'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2704'122-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2704'0.69 METER BELOW THE SURFACE OF THE GROUND.
 DF2704'
 DF2704'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ALONG
 DF2704'COSTLEY ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 DF2704'36 FEET WEST OF THE CENTERLINE OF THE ROAD, 8.0 FEET NORTH OF A
 DF2704'6 INCH PINE TREE, 44.0 FEET NORTH OF THE NORTH END OF A
 DF2704'CROSS-DRAIN PIPE IN THE COSTLEY ROAD DITCHLINE UNDER A TRACK
 DF2704'ROAD TO THE NORTH-NORTHWEST, AND 2 FEET SOUTH-SOUTHEAST OF A
 DF2704'WITNESS POST.  IT IS A STANDARD DISK STAMPED 122-202 AZMK, SET
 DF2704'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2704'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2672 ***********************************************************************
 DF2672  DESIGNATION -  BV 122 203
 DF2672  PID         -  DF2672
 DF2672  STATE/COUNTY-  GA/WALTON
 DF2672  USGS QUAD   -  JERSEY (1985)
 DF2672
 DF2672                         *CURRENT SURVEY CONTROL
 DF2672  ___________________________________________________________________
 DF2672* NAD 83(1994)-  33 42 45.99157(N)    083 51 45.98645(W)     ADJUSTED  
 DF2672* NAVD 88     -       276.6    (meters)     907.     (feet)  VERTCON   
 DF2672  ___________________________________________________________________
 DF2672  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DF2672  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF2672
 DF2672  HORZ ORDER  -  SECOND
 DF2672
 DF2672.The horizontal coordinates were established by classical geodetic methods
 DF2672.and adjusted by the National Geodetic Survey in September 1997..
 DF2672
 DF2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2672
 DF2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2672
 DF2672.The geoid height was determined by GEOID03.
 DF2672
 DF2672;                    North         East     Units Scale Factor Converg.
 DF2672;SPC GA W     -   411,689.444   728,166.431   MT  0.99990978   +0 10 07.2
 DF2672;SPC GA W     - 1,350,684.45  2,388,992.70   sFT  0.99990978   +0 10 07.2
 DF2672;UTM  17      - 3,733,990.323   234,699.849   MT  1.00046779   -1 35 23.5
 DF2672
 DF2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2672!SPC GA W     -   0.99996113  x   0.99990978  =   0.99987092
 DF2672!UTM  17      -   0.99996113  x   1.00046779  =   1.00042890
 DF2672
 DF2672:                Primary Azimuth Mark                     Grid Az
 DF2672:SPC GA W     -  BV 122 203 AZ MK                         066 00 30.9
 DF2672:UTM  17      -  BV 122 203 AZ MK                         067 46 01.6
 DF2672
 DF2672|---------------------------------------------------------------------|
 DF2672| PID    Reference Object                     Distance      Geod. Az  |
 DF2672|                                                           dddmmss.s |
 DF2672| CY7577 BV 122 203 AZ MK                                   0661038.1 |
 DF2672|---------------------------------------------------------------------|
 DF2672
 DF2672                          SUPERSEDED SURVEY CONTROL
 DF2672
 DF2672  NAD 83(1986)-  33 42 45.99794(N)    083 51 45.98583(W) AD(       ) 2
 DF2672  NAD 27      -  33 42 45.59914(N)    083 51 46.31595(W) AD(       ) 2
 DF2672  NGVD 29 (07/19/86)  276.6    (m)          907.     (f) VERT ANG       
 DF2672
 DF2672.Superseded values are not recommended for survey control.
 DF2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2672.See file dsdata.txt to determine how the superseded data were derived.
 DF2672
 DF2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3470033990(NAD 83)
 DF2672_MARKER: DD = SURVEY DISK
 DF2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2672
 DF2672  HISTORY     - Date     Condition        Report By
 DF2672  HISTORY     - 1975     MONUMENTED       GADT
 DF2672
 DF2672                          STATION DESCRIPTION
 DF2672
 DF2672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2672'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTH-SOUTHWEST
 DF2672'OF WALNUT GROVE, 3-3/4 MILES WEST OF JERSEY, AND 9-1/4 MILES
 DF2672'WEST-NORTHWEST OF SOCIAL CIRCLE ON THE PROPERTY OF RALPH C. BARGER.
 DF2672'
 DF2672'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 81 AND
 DF2672'138 IN WALNUT GROVE, GO SOUTH ALONG STATE ROUTE 81 FOR 1.55 MILES
 DF2672'TO THE JUNCTION OF COUNTY ROAD 90920 TO THE LEFT.  CONTINUE
 DF2672'SOUTH ALONG STATE ROUTE 81 FOR 0.25 MILE TO THE JUNCTION OF
 DF2672'HIGHTOWER TRAIL ROAD (COUNTY ROAD 137) TO THE RIGHT AND THE
 DF2672'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 DF2672'HIGHTOWER TRAIL ROAD FOR 0.7 MILE TO THE JUNCTION OF A DIRT ROAD
 DF2672'TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG THE DIRT ROAD FOR
 DF2672'0.15 MILE TO A DRIVEWAY TO THE RIGHT, LEADING TO THE BARGER
 DF2672'RESIDENCE AND SHADOW ROCK KENNELS.  TURN RIGHT, GOING WESTERLY
 DF2672'ALONG THE DRIVEWAY, FORKING LEFT AT THE BARGERS MOBILE HOME,
 DF2672'FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DF2672'
 DF2672'THE STATION IS LOCATED 90.0 FEET SOUTHWEST OF A POWER POLE WITH
 DF2672'A TRANSFORMER, 43 FEET SOUTH-SOUTHEAST OF A 2 INCH CHERRY TREE
 DF2672'ON THE SOUTH SIDE OF A DOG KENNEL TRAILER, 3 FEET NORTHEAST OF A
 DF2672'WITNESS POST SET AT A FENCELINE, AND 2 FEET NORTH OF THE
 DF2672'FENCE.  IT IS A STANDARD BRASS DISK STAMPED 122-203, SET IN THE
 DF2672'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2672'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2672'DISK STAMPED 122-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2672'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2672'
 DF2672'THE AZIMUTH MARK IS LOCATED 48 FEET NORTH OF THE CENTERLINE OF
 DF2672'HIGHTOWER TRAIL ROAD, 78 FEET NORTHWEST OF THE POINT OF
 DF2672'INTERSECTION OF THE CENTERLINES OF HIGHTOWER TRAIL ROAD AND
 DF2672'STATE ROUTE 81, 3.5 FEET SOUTH OF A WITNESS POST, 9 FEET SOUTHWEST
 DF2672'OF A POWER POLE BESIDE A TELEPHONE POLE, AND 167.0 FEET NORTHWEST
 DF2672'OF THE NORTHWEST CORNER OF DIALS GROCERY AND HARDWARE STORE.  IT
 DF2672'IS A STANDARD DISK STAMPED 122-203 AZMK, SET IN THE TOP OF A 10
 DF2672'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2672'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2706 ***********************************************************************
 DF2706  DESIGNATION -  BV 122 204
 DF2706  PID         -  DF2706
 DF2706  STATE/COUNTY-  GA/ROCKDALE
 DF2706  USGS QUAD   -  MILSTEAD (1985)
 DF2706
 DF2706                         *CURRENT SURVEY CONTROL
 DF2706  ___________________________________________________________________
 DF2706* NAD 83(1994)-  33 43 48.87637(N)    083 58 27.77171(W)     ADJUSTED  
 DF2706* NAVD 88     -       275.0    (meters)     902.     (feet)  VERTCON   
 DF2706  ___________________________________________________________________
 DF2706  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DF2706  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF2706
 DF2706  HORZ ORDER  -  SECOND
 DF2706
 DF2706.The horizontal coordinates were established by classical geodetic methods
 DF2706.and adjusted by the National Geodetic Survey in September 1997..
 DF2706
 DF2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2706
 DF2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2706
 DF2706.The geoid height was determined by GEOID03.
 DF2706
 DF2706;                    North         East     Units Scale Factor Converg.
 DF2706;SPC GA W     -   413,601.899   717,818.454   MT  0.99990391   +0 06 24.4
 DF2706;SPC GA W     - 1,356,958.90  2,355,042.71   sFT  0.99990391   +0 06 24.4
 DF2706;UTM  17      - 3,736,220.836   224,409.329   MT  1.00053643   -1 39 09.6
 DF2706;UTM  16      - 3,736,359.043   780,339.801   MT  1.00056898   +1 40 52.2
 DF2706
 DF2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2706!SPC GA W     -   0.99996141  x   0.99990391  =   0.99986532
 DF2706!UTM  17      -   0.99996141  x   1.00053643  =   1.00049782
 DF2706!UTM  16      -   0.99996141  x   1.00056898  =   1.00053037
 DF2706
 DF2706:                Primary Azimuth Mark                     Grid Az
 DF2706:SPC GA W     -  BV 122 204 AZ MK                         006 32 45.1
 DF2706:UTM  17      -  BV 122 204 AZ MK                         008 18 19.1
 DF2706:UTM  16      -  BV 122 204 AZ MK                         004 58 17.3
 DF2706
 DF2706|---------------------------------------------------------------------|
 DF2706| PID    Reference Object                     Distance      Geod. Az  |
 DF2706|                                                           dddmmss.s |
 DF2706| CY7578 BV 122 204 AZ MK                                   0063909.5 |
 DF2706| DF2702 CONYERS COUNTY TANK                 APPROX. 7.9 KM 1950220.6 |
 DF2706|---------------------------------------------------------------------|
 DF2706
 DF2706                          SUPERSEDED SURVEY CONTROL
 DF2706
 DF2706  NAD 83(1986)-  33 43 48.88270(N)    083 58 27.77132(W) AD(       ) 2
 DF2706  NAD 27      -  33 43 48.48929(N)    083 58 28.09210(W) AD(       ) 2
 DF2706  NGVD 29 (07/19/86)  275.0    (m)          902.     (f) VERT ANG       
 DF2706
 DF2706.Superseded values are not recommended for survey control.
 DF2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2706.See file dsdata.txt to determine how the superseded data were derived.
 DF2706
 DF2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2440936221(NAD 83)
 DF2706_MARKER: DD = SURVEY DISK
 DF2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2706
 DF2706  HISTORY     - Date     Condition        Report By
 DF2706  HISTORY     - 1975     MONUMENTED       GADT
 DF2706
 DF2706                          STATION DESCRIPTION
 DF2706
 DF2706'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2706'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES NORTH-NORTHEAST
 DF2706'OF CONYERS, 7 MILES WEST OF WALNUT GROVE, AND 8-1/2 MILES
 DF2706'SOUTH-SOUTHWEST OF LOGANVILLE ON THE PROPERTY OF EUGENE FARMER.
 DF2706'
 DF2706'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 138 AND
 DF2706'INTERSTATE 20 IN CONYERS, GO NORTHEASTERLY ALONG STATE ROUTE 138
 DF2706'FOR 0.3 MILE TO A BRIDGE OVER THE GEORGIA RAILWAY.  CONTINUE
 DF2706'NORTHEASTERLY ALONG STATE ROUTE 138 FOR 3.3 MILES TO A BRIDGE
 DF2706'OVER YELLOW RIVER.  CONTINUE NORTHEASTERLY ALONG STATE ROUTE 138
 DF2706'FOR 1.3 MILES TO THE JUNCTION OF WHITE ROAD TO THE LEFT.  TURN
 DF2706'LEFT, GOING NORTHWESTERLY ALONG WHITE ROAD FOR 2.3 MILES TO ITS
 DF2706'TERMINATION AT ITS MERGENCE WITH HIGHTOWER TRAIL ROAD.  TURN
 DF2706'LEFT, GOING NORTHWESTERLY ALONG HIGHTOWER TRAIL ROAD FOR 0.5 MILE
 DF2706'TO THE JUNCTION OF PHILADELPHIA ROAD TO THE LEFT AND THE
 DF2706'PHILADELPHIA METHODIST CHURCH AND THE AZIMUTH MARK ON THE
 DF2706'RIGHT.  TURN LEFT, GOING SOUTH ALONG PHILADELPHIA ROAD
 DF2706'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF2706'
 DF2706'THE STATION IS LOCATED 33 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2706'PHILADELPHIA ROAD, 56 FEET SOUTHWEST OF THE FORK OF THE DRIVEWAY
 DF2706'TO THE COOBLE RESIDENCE, 30 FEET SOUTH-SOUTHWEST OF A 12 INCH
 DF2706'OAK TREE, 31 FEET SOUTHWEST OF A 12 INCH POPLAR TREE, 197
 DF2706'FEET WEST-NORTHWEST OF A POWER POLE, AND 147.8 FEET NORTHWEST
 DF2706'OF THE NORTH CORNER OF THE FARMER RESIDENCE.  IT IS A STANDARD
 DF2706'BRASS DISK STAMPED 122-204, SET IN THE TOP OF A 10 INCH
 DF2706'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2706'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2706'122-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2706'0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2706'
 DF2706'THE AZIMUTH MARK IS LOCATED 37 FEET NORTHEAST OF THE CENTERLINE
 DF2706'OF HIGHTOWER TRAIL ROAD, 145 FEET WEST OF A POWER POLE, 239.0 FEET
 DF2706'WEST OF THE SOUTHWEST CORNER OF THE CHURCH, AND 2 FEET SOUTHWEST
 DF2706'OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 122-204 AZMK,
 DF2706'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2706'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1717 ***********************************************************************
 CM1717  DESIGNATION -  BV 123 200
 CM1717  PID         -  CM1717
 CM1717  STATE/COUNTY-  GA/SCHLEY
 CM1717  USGS QUAD   -  DRANEVILLE (1973)
 CM1717
 CM1717                         *CURRENT SURVEY CONTROL
 CM1717  ___________________________________________________________________
 CM1717* NAD 83(1994)-  32 10 24.35195(N)    084 22 51.60493(W)     ADJUSTED  
 CM1717* NAVD 88     -       162.1    (meters)     532.     (feet)  VERTCON   
 CM1717  ___________________________________________________________________
 CM1717  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CM1717  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CM1717
 CM1717  HORZ ORDER  -  SECOND
 CM1717
 CM1717.The horizontal coordinates were established by classical geodetic methods
 CM1717.and adjusted by the National Geodetic Survey in September 1997..
 CM1717
 CM1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1717
 CM1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1717
 CM1717.The geoid height was determined by GEOID03.
 CM1717
 CM1717;                    North         East     Units Scale Factor Converg.
 CM1717;SPC GA W     -   240,966.555   679,787.057   MT  0.99990504   -0 06 50.9
 CM1717;SPC GA W     -   790,571.11  2,230,268.04   sFT  0.99990504   -0 06 50.9
 CM1717;UTM  16      - 3,562,666.132   746,949.151   MT  1.00035213   +1 23 43.0
 CM1717
 CM1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1717!SPC GA W     -   0.99997868  x   0.99990504  =   0.99988372
 CM1717!UTM  16      -   0.99997868  x   1.00035213  =   1.00033080
 CM1717
 CM1717:                Primary Azimuth Mark                     Grid Az
 CM1717:SPC GA W     -  BV 123 200 AZ MK                         260 32 51.4
 CM1717:UTM  16      -  BV 123 200 AZ MK                         259 02 17.5
 CM1717
 CM1717|---------------------------------------------------------------------|
 CM1717| PID    Reference Object                     Distance      Geod. Az  |
 CM1717|                                                           dddmmss.s |
 CM1717| CY8578 BV 123 200 AZ MK                                   2602600.5 |
 CM1717| CM1719 BV 123 200 GAHD 1973 PTA             29.769 METERS 30110     |
 CM1717|---------------------------------------------------------------------|
 CM1717
 CM1717                          SUPERSEDED SURVEY CONTROL
 CM1717
 CM1717  NAD 83(1986)-  32 10 24.35655(N)    084 22 51.60495(W) AD(       ) 2
 CM1717  NAD 27      -  32 10 23.78106(N)    084 22 51.92051(W) AD(       ) 2
 CM1717  NGVD 29 (07/19/86)  162.2    (m)          532.     (f) VERT ANG       
 CM1717
 CM1717.Superseded values are not recommended for survey control.
 CM1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1717.See file dsdata.txt to determine how the superseded data were derived.
 CM1717
 CM1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4694962666(NAD 83)
 CM1717_MARKER: DD = SURVEY DISK
 CM1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1717
 CM1717  HISTORY     - Date     Condition        Report By
 CM1717  HISTORY     - 1973     MONUMENTED       GADT
 CM1717
 CM1717                          STATION DESCRIPTION
 CM1717
 CM1717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1717'THE STATION IS LOCATED APPROXIMATELY 11.9 MILES NORTHEAST OF
 CM1717'PRESTON, 12.8 MILES SOUTHEAST OF BUENA VISTA, AND 11.3 MILES
 CM1717'NORTHWEST OF AMERICUS.
 CM1717'
 CM1717'TO REACH THE STATION FROM THE INTERSECTION OF U.S 19 AND GA. 30
 CM1717'IN AMERICUS, GO WEST ALONG GA. 30 FOR 9.51 MILES TO THE
 CM1717'INTERSECTION OF GA. 45, TURN RIGHT AND GO NORTH ALONG GA. 45
 CM1717'FOR 2.17 MILES TO THE STATION ON THE RIGHT.
 CM1717'
 CM1717'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 CM1717'DEPARTMENT, STAMPED 123-200.  THE SURFACE DISK IS SET IN THE
 CM1717'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CM1717'WITH THE GROUND.  IT IS 32.0 FEET SOUTH OF THE CENTERLINE OF GA.
 CM1717'153, 83.7 FEET EAST OF THE CENTERLINE OF GA. 45, 6.3 FEET NORTH
 CM1717'OF A POWER POLE, AND 121.5 FEET NORTHWEST OF THE NORTHWEST
 CM1717'CORNER OF A FRAME HOUSE ON THE SOUTH SIDE OF GA. 153.  THE
 CM1717'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 CM1717'IS 2.1 FEET BELOW THE SURFACE MARK.
 CM1717'
 CM1717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG GA. 153
 CM1717'FOR 0.27 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS 2.2 FEET
 CM1717'NORTH OF A POWER POLE AND 52.4 FEET SOUTH OF THE CENTERLINE OF
 CM1717'GA. 153.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 CM1717'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 CM1717'CYLINDRICAL CONCRETE MONUMENT.
 CM1717'
 CM1717'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1741 ***********************************************************************
 CM1741  DESIGNATION -  BV 123 201
 CM1741  PID         -  CM1741
 CM1741  STATE/COUNTY-  GA/SCHLEY
 CM1741  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM1741
 CM1741                         *CURRENT SURVEY CONTROL
 CM1741  ___________________________________________________________________
 CM1741* NAD 83(1994)-  32 20 03.06799(N)    084 22 56.22935(W)     ADJUSTED  
 CM1741* NAVD 88     -       168.     (meters)     551.     (feet)  VERTCON   
 CM1741  ___________________________________________________________________
 CM1741  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CM1741  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CM1741
 CM1741  HORZ ORDER  -  SECOND
 CM1741
 CM1741.The horizontal coordinates were established by classical geodetic methods
 CM1741.and adjusted by the National Geodetic Survey in September 1997..
 CM1741
 CM1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1741
 CM1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1741
 CM1741.The geoid height was determined by GEOID03.
 CM1741
 CM1741;                    North         East     Units Scale Factor Converg.
 CM1741;SPC GA W     -   258,791.334   679,701.714   MT  0.99990508   -0 06 55.2
 CM1741;SPC GA W     -   849,051.23  2,229,988.04   sFT  0.99990508   -0 06 55.2
 CM1741;UTM  16      - 3,580,490.381   746,393.019   MT  1.00034872   +1 24 02.9
 CM1741
 CM1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1741!SPC GA W     -   0.99997776  x   0.99990508  =   0.99988284
 CM1741!UTM  16      -   0.99997776  x   1.00034872  =   1.00032647
 CM1741
 CM1741:                Primary Azimuth Mark                     Grid Az
 CM1741:SPC GA W     -  BV 123 201 AZ MK                         007 23 25.2
 CM1741:UTM  16      -  BV 123 201 AZ MK                         005 52 27.1
 CM1741
 CM1741|---------------------------------------------------------------------|
 CM1741| PID    Reference Object                     Distance      Geod. Az  |
 CM1741|                                                           dddmmss.s |
 CM1741| CY8579 BV 123 201 AZ MK                                   0071630.0 |
 CM1741| CM1742 BV 123 201 GADT 1974 PTA             27.480 METERS 05349     |
 CM1741|---------------------------------------------------------------------|
 CM1741
 CM1741                          SUPERSEDED SURVEY CONTROL
 CM1741
 CM1741  NAD 83(1986)-  32 20 03.07265(N)    084 22 56.22870(W) AD(       ) 2
 CM1741  NAD 27      -  32 20 02.52094(N)    084 22 56.52605(W) AD(       ) 2
 CM1741  NGVD 29 (07/19/86)  168.     (m)          551.     (f) VERT ANG       
 CM1741
 CM1741.Superseded values are not recommended for survey control.
 CM1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1741.See file dsdata.txt to determine how the superseded data were derived.
 CM1741
 CM1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4639380490(NAD 83)
 CM1741_MARKER: DD = SURVEY DISK
 CM1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1741
 CM1741  HISTORY     - Date     Condition        Report By
 CM1741  HISTORY     - 1974     MONUMENTED       GADT
 CM1741
 CM1741                          STATION DESCRIPTION
 CM1741
 CM1741'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1741'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 CM1741'TAZEWELL, 8 MILES SOUTHEAST OF ELLAVILLE, AND 8 MILES
 CM1741'EAST-NORTHEAST OF BUENA VISTA ON COUNTY RIGHT OF WAY.
 CM1741'
 CM1741'FROM THE INTERSECTION OF STATE ROUTE 240 AND STATE ROUTE 137 IN
 CM1741'TAZEWELL, GO SOUTHEAST ALONG STATE ROUTE 240 FOR 3.25 MILES TO
 CM1741'THE MARION-SCHLEY COUNTY LINE.  CONTINUE SOUTHEASTERLY FOR 1.6
 CM1741'MILES TO PAVED COUNTY ROAD 42 TO THE RIGHT.  TURN RIGHT, GOING
 CM1741'SOUTH ALONG COUNTY ROAD 42 FOR 0.85 MILE TO THE AZIMUTH MARK
 CM1741'ON THE RIGHT.  CONTINUE SOUTH ALONG COUNTY ROAD 42 FOR 0.4 MILE
 CM1741'TO THE STATION ON THE RIGHT.
 CM1741'
 CM1741'THE STATION IS LOCATED 35.7 FEET WEST OF THE CENTERLINE OF
 CM1741'COUNTY ROAD 42, 4.0 FEET EAST OF A FENCELINE AND WITNESS POST,
 CM1741'AND 6.2 FEET NORTHWEST OF A POWER POLE.  IT IS A STANDARD BRASS
 CM1741'DISK STAMPED 123-201, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1741'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 CM1741'UNDERGROUND MARK IS A STANDARD DISK STAMPED 123-201, SET IN AN
 CM1741'IRREGULAR MASS OF CONCRETE APPROXIMATELY 31 INCHES BELOW THE
 CM1741'SURFACE OF THE GROUND.
 CM1741'
 CM1741'THE AZIMUTH MARK IS LOCATED 37.0 FEET WEST OF THE CENTERLINE OF
 CM1741'COUNTY ROAD 42, 3.0 FEET EAST OF A WITNESS POST SET ON A
 CM1741'FENCELINE RUNNING PARALLEL WITH THE ROAD, AND 18.2 FEET
 CM1741'NORTHEAST OF A 20 INCH PINE TREE.  THE MARK IS A STANDARD DISK
 CM1741'STAMPED 123-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1741'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1649 ***********************************************************************
 CM1649  DESIGNATION -  BV 123 202
 CM1649  PID         -  CM1649
 CM1649  STATE/COUNTY-  GA/SCHLEY
 CM1649  USGS QUAD   -  IDEAL SOUTH (1971)
 CM1649
 CM1649                         *CURRENT SURVEY CONTROL
 CM1649  ___________________________________________________________________
 CM1649* NAD 83(1994)-  32 16 30.45942(N)    084 14 44.49177(W)     ADJUSTED  
 CM1649* NAVD 88     -       159.     (meters)     522.     (feet)  VERTCON   
 CM1649  ___________________________________________________________________
 CM1649  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CM1649  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CM1649
 CM1649  HORZ ORDER  -  SECOND
 CM1649
 CM1649.The horizontal coordinates were established by classical geodetic methods
 CM1649.and adjusted by the National Geodetic Survey in September 1997..
 CM1649
 CM1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1649
 CM1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1649
 CM1649.The geoid height was determined by GEOID03.
 CM1649
 CM1649;                    North         East     Units Scale Factor Converg.
 CM1649;SPC GA W     -   252,225.240   692,555.761   MT  0.99990068   -0 02 31.9
 CM1649;SPC GA W     -   827,508.97  2,272,160.03   sFT  0.99990068   -0 02 31.9
 CM1649;UTM  16      - 3,574,263.388   759,422.503   MT  1.00043002   +1 28 17.7
 CM1649
 CM1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1649!SPC GA W     -   0.99997919  x   0.99990068  =   0.99987987
 CM1649!UTM  16      -   0.99997919  x   1.00043002  =   1.00040920
 CM1649
 CM1649:                Primary Azimuth Mark                     Grid Az
 CM1649:SPC GA W     -  BV 123 202 AZ MK                         048 41 31.6
 CM1649:UTM  16      -  BV 123 202 AZ MK                         047 10 42.0
 CM1649
 CM1649|---------------------------------------------------------------------|
 CM1649| PID    Reference Object                     Distance      Geod. Az  |
 CM1649|                                                           dddmmss.s |
 CM1649| CY8580 BV 123 202 AZ MK                                   0483859.7 |
 CM1649|---------------------------------------------------------------------|
 CM1649
 CM1649                          SUPERSEDED SURVEY CONTROL
 CM1649
 CM1649  NAD 83(1986)-  32 16 30.46378(N)    084 14 44.49123(W) AD(       ) 2
 CM1649  NAD 27      -  32 16 29.89127(N)    084 14 44.80697(W) AD(       ) 2
 CM1649  NGVD 29 (07/19/86)  159.     (m)          522.     (f) VERT ANG       
 CM1649
 CM1649.Superseded values are not recommended for survey control.
 CM1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1649.See file dsdata.txt to determine how the superseded data were derived.
 CM1649
 CM1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5942374263(NAD 83)
 CM1649_MARKER: DD = SURVEY DISK
 CM1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1649
 CM1649  HISTORY     - Date     Condition        Report By
 CM1649  HISTORY     - 1974     MONUMENTED       GADT
 CM1649
 CM1649                          STATION DESCRIPTION
 CM1649
 CM1649'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1649'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTHEAST OF
 CM1649'ELLAVILLE, 8-1/4 MILES NORTHWEST OF ANDERSONVILLE, AND 11 MILES
 CM1649'SOUTHWEST OF OGLETHORPE ON THE PROPERTY OF MR. J.E. DEVANE.
 CM1649'
 CM1649'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 153
 CM1649'(U.S. HIGHWAY 19) AND STATE ROUTE 26, LOCATED IN ELLAVILLE,
 CM1649'TRAVEL EAST ON STATE ROUTE 26 FOR 0.2 MILE TO A CENTRAL OF
 CM1649'GEORGIA RAILWAY CROSSING.  CONTINUE TRAVELING EASTERLY ON STATE
 CM1649'ROUTE 26 FOR 4.1 MILES TO THE CROSSING OF COUNTY ROAD 91804.
 CM1649'TURN LEFT, TRAVELING NORTH ON THE COUNTY ROAD FOR 0.85 MILE TO
 CM1649'THE JUNCTION OF A DIRT DRIVEWAY TO THE LEFT.  TURN LEFT,
 CM1649'TRAVELING WESTERLY ON THE DRIVEWAY FOR 0.25 MILE TO THE
 CM1649'STATION ON THE RIGHT.
 CM1649'
 CM1649'THE STATION IS A STANDARD BRASS DISK STAMPED 123-202, SET IN THE
 CM1649'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1649'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1649'STAMPED 123-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1649'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1649'LOCATED 17.2 FEET SOUTHWEST OF A WITNESS POST SET AT THE
 CM1649'SOUTHEAST CORNER OF A LARGE POLE BARN, 40.0 FEET NORTH OF A
 CM1649'FENCELINE ON THE SOUTH SIDE OF THE DRIVEWAY, 83.0 FEET
 CM1649'SOUTHEAST OF AN APPLE TREE AT THE SOUTHEAST CORNER OF THE
 CM1649'BARN, AND 116.0 FEET NORTHEAST OF AN INTERSECTION OF TWO
 CM1649'FENCELINES ON THE SOUTH SIDE OF THE DRIVEWAY.
 CM1649'
 CM1649'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY
 CM1649'AND COUNTY ROAD 91804, TRAVEL NORTH ON THE COUNTY ROAD FOR 0.45
 CM1649'MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 CM1649'123-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1649'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 35.0
 CM1649'FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET
 CM1649'NORTHWEST OF A WITNESS POST, 83.6 FEET WEST OF A 30 INCH OAK
 CM1649'TREE, AND 154.0 FEET EAST OF A POWER POLE ON THE NORTHWEST SIDE
 CM1649'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1733 ***********************************************************************
 CM1733  DESIGNATION -  BV 123 203
 CM1733  PID         -  CM1733
 CM1733  STATE/COUNTY-  GA/SCHLEY
 CM1733  USGS QUAD   -  ELLAVILLE NORTH (1985)
 CM1733
 CM1733                         *CURRENT SURVEY CONTROL
 CM1733  ___________________________________________________________________
 CM1733* NAD 83(1994)-  32 19 11.85298(N)    084 15 53.72714(W)     ADJUSTED  
 CM1733* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 CM1733  ___________________________________________________________________
 CM1733  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CM1733  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CM1733
 CM1733  HORZ ORDER  -  SECOND
 CM1733
 CM1733.The horizontal coordinates were established by classical geodetic methods
 CM1733.and adjusted by the National Geodetic Survey in September 1997..
 CM1733
 CM1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1733
 CM1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1733
 CM1733.The geoid height was determined by GEOID03.
 CM1733
 CM1733;                    North         East     Units Scale Factor Converg.
 CM1733;SPC GA W     -   257,197.703   690,748.647   MT  0.99990106   -0 03 09.1
 CM1733;SPC GA W     -   843,822.80  2,266,231.19   sFT  0.99990106   -0 03 09.1
 CM1733;UTM  16      - 3,579,188.920   757,483.567   MT  1.00041765   +1 27 47.2
 CM1733
 CM1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1733!SPC GA W     -   0.99998169  x   0.99990106  =   0.99988275
 CM1733!UTM  16      -   0.99998169  x   1.00041765  =   1.00039933
 CM1733
 CM1733|---------------------------------------------------------------------|
 CM1733| PID    Reference Object                     Distance      Geod. Az  |
 CM1733|                                                           dddmmss.s |
 CM1733| CM1732 BV 123 203 GADT 1974 PTA             28.644 METERS 12027     |
 CM1733| CY8581 BV 123 203 AZ MK                                   2821503.9 |
 CM1733|---------------------------------------------------------------------|
 CM1733
 CM1733                          SUPERSEDED SURVEY CONTROL
 CM1733
 CM1733  NAD 83(1986)-  32 19 11.85733(N)    084 15 53.72651(W) AD(       ) 2
 CM1733  NAD 27      -  32 19 11.29071(N)    084 15 54.03585(W) AD(       ) 2
 CM1733  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 CM1733
 CM1733.Superseded values are not recommended for survey control.
 CM1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1733.See file dsdata.txt to determine how the superseded data were derived.
 CM1733
 CM1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5748479189(NAD 83)
 CM1733_MARKER: DD = SURVEY DISK
 CM1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1733+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 CM1733
 CM1733  HISTORY     - Date     Condition        Report By
 CM1733  HISTORY     - 1974     MONUMENTED       GADT
 CM1733  HISTORY     - 20010816 GOOD             WOLVER
 CM1733
 CM1733                          STATION DESCRIPTION
 CM1733
 CM1733'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1733'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES NORTHEAST OF
 CM1733'ELLAVILLE, 6 MILES SOUTHWEST OF IDEAL, AND 12 MILES
 CM1733'WEST-NORTHWEST OF OGLETHORPE ON STATE RIGHT OF WAY.
 CM1733'
 CM1733'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 CM1733'153 (U.S. HIGHWAY 19) AND 26, TRAVEL NORTH ON STATE ROUTE 153
 CM1733'FOR 0.3 MILE TO A CENTRAL OF GEORGIA RAILWAY CROSSING.  CONTINUE
 CM1733'TRAVELING NORTH ON U.S. HIGHWAY 19 FOR 5.75 MILES TO THE CROSSING
 CM1733'OF STATE ROUTE 240.  TURN RIGHT, TRAVELING EAST ON STATE ROUTE
 CM1733'240 FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM1733'TRAVELING EAST ON STATE ROUTE 240 FOR 0.25 MILE TO THE STATION
 CM1733'ON THE RIGHT.
 CM1733'
 CM1733'THE STATION IS A STANDARD BRASS DISK STAMPED 123-203, SET IN
 CM1733'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1733'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1733'STAMPED 123-203, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1733'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1733'LOCATED 49.0 FEET SOUTH OF THE CENTERLINE OF THE ROADWAY,
 CM1733'16.0 FEET SOUTH OF AN 8 FOOT BANK, 78.6 FEET EAST OF A POWER
 CM1733'POLE, AND 133.0 FEET SOUTHWEST OF THE WEST END OF A CULVERT
 CM1733'UNDER A DRIVEWAY TO THE NORTHWEST.
 CM1733'
 CM1733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 123-203 AZMK, SET
 CM1733'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1733'THE SURFACE OF THE GROUND.  IT IS LOCATED 44.0 FEET NORTH OF THE
 CM1733'CENTERLINE OF THE ROADWAY, 5.0 FEET EAST OF A POWER POLE, 4.8
 CM1733'FEET EAST OF A WITNESS POST, AND 288.0 FEET NORTHWEST OF THE
 CM1733'POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE 240
 CM1733'AND COUNTY ROAD 71 TO THE NORTH.
 CM1733
 CM1733                          STATION RECOVERY (2001)
 CM1733
 CM1733'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (TES)
 CM1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1739 ***********************************************************************
 CM1739  DESIGNATION -  BV 123 204
 CM1739  PID         -  CM1739
 CM1739  STATE/COUNTY-  GA/SCHLEY
 CM1739  USGS QUAD   -  TAZEWELL SOUTH (1985)
 CM1739
 CM1739                         *CURRENT SURVEY CONTROL
 CM1739  ___________________________________________________________________
 CM1739* NAD 83(1994)-  32 16 56.26875(N)    084 22 41.84032(W)     ADJUSTED  
 CM1739* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 CM1739  ___________________________________________________________________
 CM1739  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CM1739  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1739
 CM1739  HORZ ORDER  -  SECOND
 CM1739
 CM1739.The horizontal coordinates were established by classical geodetic methods
 CM1739.and adjusted by the National Geodetic Survey in September 1997..
 CM1739
 CM1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1739
 CM1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1739
 CM1739.The geoid height was determined by GEOID03.
 CM1739
 CM1739;                    North         East     Units Scale Factor Converg.
 CM1739;SPC GA W     -   253,037.091   680,066.628   MT  0.99990490   -0 06 46.9
 CM1739;SPC GA W     -   830,172.52  2,231,185.26   sFT  0.99990490   -0 06 46.9
 CM1739;UTM  16      - 3,574,745.240   746,910.175   MT  1.00035187   +1 24 03.4
 CM1739
 CM1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1739!SPC GA W     -   0.99997603  x   0.99990490  =   0.99988093
 CM1739!UTM  16      -   0.99997603  x   1.00035187  =   1.00032789
 CM1739
 CM1739|---------------------------------------------------------------------|
 CM1739| PID    Reference Object                     Distance      Geod. Az  |
 CM1739|                                                           dddmmss.s |
 CM1739| CM1738 BV 123 204 GADT 1974 PTA             27.313 METERS 09158     |
 CM1739| CY8582 BV 123 204 AZ MK                                   1224200.3 |
 CM1739|---------------------------------------------------------------------|
 CM1739
 CM1739                          SUPERSEDED SURVEY CONTROL
 CM1739
 CM1739  NAD 83(1986)-  32 16 56.27322(N)    084 22 41.83984(W) AD(       ) 2
 CM1739  NAD 27      -  32 16 55.71259(N)    084 22 42.14385(W) AD(       ) 2
 CM1739  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 CM1739
 CM1739.Superseded values are not recommended for survey control.
 CM1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1739.See file dsdata.txt to determine how the superseded data were derived.
 CM1739
 CM1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4691074745(NAD 83)
 CM1739_MARKER: DD = SURVEY DISK
 CM1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1739
 CM1739  HISTORY     - Date     Condition        Report By
 CM1739  HISTORY     - 1974     MONUMENTED       GADT
 CM1739
 CM1739                          STATION DESCRIPTION
 CM1739
 CM1739'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1739'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES NORTHWEST OF
 CM1739'ELLAVILLE, 13 MILES SOUTHWEST OF IDEAL, AND 8-1/2 MILES
 CM1739'EAST-SOUTHEAST OF BUENA VISTA ON COUNTY RIGHT OF WAY.
 CM1739'
 CM1739'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 41 AND 26
 CM1739'IN BUENA VISTA, GO EAST ON STATE ROUTE 26 FOR 2.25 MILES TO THE
 CM1739'JUNCTION OF COUNTY ROAD 128 TO THE LEFT.  CONTINUE TRAVELING
 CM1739'EASTERLY ON STATE ROUTE 26 FOR 6.0 MILES TO THE JUNCTION OF
 CM1739'COUNTY ROAD 90650 TO THE LEFT.  TURN LEFT, TRAVELING
 CM1739'NORTHWESTERLY ON THE COUNTY ROAD FOR 1.0 MILE TO THE AZIMUTH MARK
 CM1739'ON THE RIGHT.  CONTINUE TRAVELING NORTHWESTERLY ON COUNTY
 CM1739'ROAD 90650 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CM1739'
 CM1739'THE STATION IS A STANDARD BRASS DISK STAMPED 123-204, SET IN
 CM1739'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1739'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1739'STAMPED 123-204, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1739'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1739'LOCATED 31.3 FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY,
 CM1739'10.3 FEET WEST-NORTHWEST OF A PECAN TREE, 7.3 FEET
 CM1739'NORTHEAST OF A FENCELINE, AND 39.0 FEET SOUTHEAST OF ANOTHER
 CM1739'PECAN TREE.
 CM1739'
 CM1739'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 123-204 AZMK, SET IN
 CM1739'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1739'SURFACE OF THE GROUND.  IT IS LOCATED 34.0 FEET NORTH-NORTHEAST
 CM1739'OF THE CENTERLINE OF THE ROADWAY, 10.3 FEET SOUTHWEST OF A
 CM1739'FENCELINE, 31.5 FEET SOUTHEAST OF A PECAN TREE, AND 89.5 FEET
 CM1739'WEST-NORTHWEST OF ANOTHER PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3599 ***********************************************************************
 AB3599  DESIGNATION -  BV 124 18
 AB3599  PID         -  AB3599
 AB3599  STATE/COUNTY-  GA/SCREVEN
 AB3599  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3599
 AB3599                         *CURRENT SURVEY CONTROL
 AB3599  ___________________________________________________________________
 AB3599* NAD 83(1994)-  32 46 45.03547(N)    081 43 35.47168(W)     ADJUSTED  
 AB3599* NAVD 88     -        79.47   (+/-2cm)     260.7    (feet)  VERTCON   
 AB3599  ___________________________________________________________________
 AB3599  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AB3599  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AB3599
 AB3599  HORZ ORDER  -  SECOND
 AB3599  VERT ORDER  -  THIRD (See Below)
 AB3599
 AB3599.The horizontal coordinates were established by classical geodetic methods
 AB3599.and adjusted by the National Geodetic Survey in September 1997..
 AB3599
 AB3599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3599.The vertical order pertains to the NGVD 29 superseded value.
 AB3599
 AB3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3599
 AB3599.The geoid height was determined by GEOID03.
 AB3599
 AB3599;                    North         East     Units Scale Factor Converg.
 AB3599;SPC GA E     -   308,199.699   241,231.334   MT  0.99992096   +0 14 17.9
 AB3599;SPC GA E     - 1,011,151.85    791,439.80   sFT  0.99992096   +0 14 17.9
 AB3599;UTM  17      - 3,627,040.415   431,962.216   MT  0.99965708   -0 23 36.1
 AB3599
 AB3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3599!SPC GA E     -   0.99999226  x   0.99992096  =   0.99991322
 AB3599!UTM  17      -   0.99999226  x   0.99965708  =   0.99964934
 AB3599
 AB3599                          SUPERSEDED SURVEY CONTROL
 AB3599
 AB3599  NAD 83(1986)-  32 46 45.03406(N)    081 43 35.46673(W) AD(       ) 2
 AB3599  NGVD 29 (05/08/96)   79.71   (m)          261.5    (f) LEVELING    3  
 AB3599
 AB3599.Superseded values are not recommended for survey control.
 AB3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3599.See file dsdata.txt to determine how the superseded data were derived.
 AB3599
 AB3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3196227040(NAD 83)
 AB3599_MARKER: DD = SURVEY DISK
 AB3599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3599
 AB3599  HISTORY     - Date     Condition        Report By
 AB3599  HISTORY     - 1981     MONUMENTED       GADT
 AB3599
 AB3599                          STATION DESCRIPTION
 AB3599
 AB3599'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3599'THE STATION IS LOCATED ABOUT 9.65 KM (6 MI) WEST-NORTHWEST OF
 AB3599'SYLVANIA, 13.7 KM (8-1/2 MI) SOUTH-SOUTHWEST OF HILLTONIA, AND 15.7 KM
 AB3599'(9-3/4 MI) EAST-NORTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3599'RIGHT OF WAY.
 AB3599'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3599'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3599'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3599'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3599'FOR 2.2 KM (1.35 MI) TO THE STATION ON THE LEFT.
 AB3599'THE STATION IS A STANDARD GADT DISK STAMPED---124-18---, SET INTO THE
 AB3599'TOP OF A PREFABRICATED CONCRETE POST SURROUNDED BY A ROUND MASS OF
 AB3599'CONCRETE 30.5 CM IN DIAMETER. IT IS LOCATED 14.63 METERS (48.00 FT)
 AB3599'SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 30.30 METERS (99.40 FT) WEST
 AB3599'FROM THE WEST END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT
 AB3599'DRIVEWAY TO THE SOUTH, 14.02 METERS (46.00 FT) NORTHWEST FROM A POWER
 AB3599'POLE, AND 0.85 METER (2.80 FT) NORTH FROM A WITNESS POST.
 AB3599'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3599'GA.  1975.  REVISED AUGUST 1976.
 AB3599'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3585 ***********************************************************************
 AB3585  DESIGNATION -  BV 124 20
 AB3585  PID         -  AB3585
 AB3585  STATE/COUNTY-  GA/SCREVEN
 AB3585  USGS QUAD   -  JACKSONBORO BRIDGE (1978)
 AB3585
 AB3585                         *CURRENT SURVEY CONTROL
 AB3585  ___________________________________________________________________
 AB3585* NAD 83(1994)-  32 51 20.77227(N)    081 37 04.74836(W)     ADJUSTED  
 AB3585* NAVD 88     -        33.7    (meters)     111.     (feet)  VERTCON   
 AB3585  ___________________________________________________________________
 AB3585  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AB3585  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AB3585
 AB3585  HORZ ORDER  -  SECOND
 AB3585
 AB3585.The horizontal coordinates were established by classical geodetic methods
 AB3585.and adjusted by the National Geodetic Survey in September 1997..
 AB3585
 AB3585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3585
 AB3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3585
 AB3585.The geoid height was determined by GEOID03.
 AB3585
 AB3585;                    North         East     Units Scale Factor Converg.
 AB3585;SPC GA E     -   316,740.830   251,354.459   MT  0.99993251   +0 17 51.6
 AB3585;SPC GA E     - 1,039,173.87    824,652.09   sFT  0.99993251   +0 17 51.6
 AB3585;UTM  17      - 3,635,466.971   442,176.145   MT  0.99964123   -0 20 07.0
 AB3585
 AB3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3585!SPC GA E     -   0.99999948  x   0.99993251  =   0.99993199
 AB3585!UTM  17      -   0.99999948  x   0.99964123  =   0.99964071
 AB3585
 AB3585                          SUPERSEDED SURVEY CONTROL
 AB3585
 AB3585  NAD 83(1986)-  32 51 20.77202(N)    081 37 04.74437(W) AD(       ) 2
 AB3585  NGVD 29 (05/08/96)   33.9    (m)          111.     (f) VERT ANG       
 AB3585
 AB3585.Superseded values are not recommended for survey control.
 AB3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3585.See file dsdata.txt to determine how the superseded data were derived.
 AB3585
 AB3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4217635467(NAD 83)
 AB3585_MARKER: DD = SURVEY DISK
 AB3585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3585
 AB3585  HISTORY     - Date     Condition        Report By
 AB3585  HISTORY     - 1981     MONUMENTED       GADT
 AB3585
 AB3585                          STATION DESCRIPTION
 AB3585
 AB3585'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3585'THE STATION IS LOCATED ABOUT 5 KM (3.15 MI) SOUTHEAST OF HILTONIA 11.6
 AB3585'KM (7.2 MI) NORTH-NORTHEAST OF SYLVANIA, AND 9.1 KM (5.65 MI)
 AB3585'SOUTH-SOUTHEAST OF MILLHAVE. 0WNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3585'ROUTE 73) AND STATE ROUTE 24 TO THE NORTHWEST ABOUT 8.75 KM (5.65 MI)
 AB3585'NORTH OF SYLVANIA, GO NORTH ALONG U.S. HIGHWAY 301 FOR 1.35 KM (0.85
 AB3585'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 124 CROSSING.  CONTINUE GOING
 AB3585'NORTH ALONG U.S. HIGHWAY 301 FOR 1.7 KM (1.05 MI) TO THE STATION ON
 AB3585'THE RIGHT.
 AB3585'THE STATION IS A STANDARD GADT DISK STAMPED---124-20---, SET INTO THE
 AB3585'TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED 20 CM
 AB3585'BELOW THE GROUND.  IT IS LOCATED 6.7 METERS (22 FT) SOUTHEAST FROM THE
 AB3585'CENTERLINE OF THE HIGHWAY, 57.92 METERS (190 FT) SOUTHWEST FROM A WILD
 AB3585'CHERRY TREE, 24.20 METERS (79.4 FT) NORTHWEST FROM A FENCELINE, 44.3
 AB3585'METERS (145.3 FT) NORTHEAST FROM A WITNESS POST ON THE WEST SIDE OF
 AB3585'THE HIGHWAY, AND 0.8 METER (2.6 FT) WEST-NORTHWEST FROM A WITNESS
 AB3585'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3585'STAMPED---124-20---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS
 AB3585'BELOW THE SURFACE.
 AB3585'COUNTY ROAD NUMBERS OBTAINED FROM GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3585'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3585'DESCRIBED BY P.R. SANDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4126 ***********************************************************************
 CK4126  DESIGNATION -  BV 124 200 GADT
 CK4126  PID         -  CK4126
 CK4126  STATE/COUNTY-  GA/SCREVEN
 CK4126  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4126
 CK4126                         *CURRENT SURVEY CONTROL
 CK4126  ___________________________________________________________________
 CK4126* NAD 83(1994)-  32 55 45.67428(N)    081 32 15.59920(W)     ADJUSTED  
 CK4126* NAVD 88     -        31.3    (meters)     103.     (feet)  VERTCON   
 CK4126  ___________________________________________________________________
 CK4126  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CK4126  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 CK4126
 CK4126  HORZ ORDER  -  SECOND
 CK4126
 CK4126.The horizontal coordinates were established by classical geodetic methods
 CK4126.and adjusted by the National Geodetic Survey in September 1997..
 CK4126
 CK4126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4126
 CK4126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4126
 CK4126.The geoid height was determined by GEOID03.
 CK4126
 CK4126;                    North         East     Units Scale Factor Converg.
 CK4126;SPC GA E     -   324,942.776   258,823.499   MT  0.99994265   +0 20 31.0
 CK4126;SPC GA E     - 1,066,083.09    849,156.76   sFT  0.99994265   +0 20 31.0
 CK4126;UTM  17      - 3,643,583.375   449,733.147   MT  0.99963115   -0 17 32.2
 CK4126
 CK4126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4126!SPC GA E     -   0.99999986  x   0.99994265  =   0.99994251
 CK4126!UTM  17      -   0.99999986  x   0.99963115  =   0.99963101
 CK4126
 CK4126:                Primary Azimuth Mark                     Grid Az
 CK4126:SPC GA E     -  BV 124 200 GADT AZ MK                    229 56 27.9
 CK4126:UTM  17      -  BV 124 200 GADT AZ MK                    230 34 31.1
 CK4126
 CK4126|---------------------------------------------------------------------|
 CK4126| PID    Reference Object                     Distance      Geod. Az  |
 CK4126|                                                           dddmmss.s |
 CK4126| CK4131 BV 124 200 GADT AZ MK               APPROX. 1.4 KM 2301658.9 |
 CK4126| CK4127 BV 124 200 GADT RM 1                 22.542 METERS 23023     |
 CK4126|---------------------------------------------------------------------|
 CK4126
 CK4126                          SUPERSEDED SURVEY CONTROL
 CK4126
 CK4126  NAD 83(1986)-  32 55 45.67480(N)    081 32 15.59259(W) AD(       ) 2
 CK4126  NAD 27      -  32 55 45.10508(N)    081 32 16.20422(W) AD(       ) 2
 CK4126  NGVD 29 (07/19/86)   31.6    (m)          104.     (f) VERT ANG       
 CK4126
 CK4126.Superseded values are not recommended for survey control.
 CK4126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4126.See file dsdata.txt to determine how the superseded data were derived.
 CK4126
 CK4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4973343583(NAD 83)
 CK4126_MARKER: DD = SURVEY DISK
 CK4126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4126+STABILITY: SURFACE MOTION
 CK4126
 CK4126  HISTORY     - Date     Condition        Report By
 CK4126  HISTORY     - 1980     MONUMENTED       GADT
 CK4126
 CK4126                          STATION DESCRIPTION
 CK4126
 CK4126'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4126'THE STATION IS LOCATED ABOUT 21.2 KM (13-1/4 MI) NORTH-NORTHEAST
 CK4126'OF SYLVANIA, 12 KM (7-1/2 MI) EAST-NORTHEAST OF HILLTONIA, AND
 CK4126'20 KM (12-1/2 MI) SOUTHEAST OF GIRARD.
 CK4126'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4126'
 CK4126'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND U.S.
 CK4126'HIGHWAY 301 APPROXIMATELY 8.85 KM (5.5 MI) NORTHEAST OF SYLVANIA,
 CK4126'GO NORTHEAST ALONG U.S. HIGHWAY 301 FOR 7.4 KM (4.6 MI) TO THE
 CK4126'JUNCTION OF COUNTY PAVED ROAD 129 CROSSING.  CONTINUE NORTHEAST
 CK4126'ALONG U.S. HIGHWAY 301 FOR 3.0 KM (1.85 MI) TO THE JUNCTION OF
 CK4126'COUNTY DIRT ROAD 132 TO THE RIGHT.  CONTINUE NORTHEAST ALONG U.S.
 CK4126'HIGHWAY 301 FOR 2.75 KM (1.7 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 CK4126'CONTINUE NORTHEAST ALONG U.S. HIGHWAY 301 FOR 1.45 KM (0.9 MI) TO
 CK4126'THE STATION ON THE RIGHT.
 CK4126'
 CK4126'THE STATION IS A STANDARD GADT DISK
 CK4126'STAMPED---124-200 1980---,
 CK4126'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4126'FLUSH WITH GROUND.  IT IS LOCATED
 CK4126'15.24 METERS (50.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.
 CK4126'S. HIGHWAY 301,
 CK4126'28.35 METERS (93.00 FT) EAST-NORTHEAST FROM THE EAST END OF AN 18
 CK4126'INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 CK4126'11.39 METERS (37.40 FT) WEST FROM A POWER POLE, AND
 CK4126'1.00 METER (3.30 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CK4126'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4126'STAMPED---124-200 1980---,
 CK4126'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4126'
 CK4126'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4126'STAMPED---124-200 1980 RM 1---,
 CK4126'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4126'FLUSH WITH GROUND.  IT IS LOCATED
 CK4126'15.24 METERS (50.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.
 CK4126'S. HIGHWAY 301,
 CK4126'32.00 METERS (105.0 FT) WEST-SOUTHWEST FROM THE POWER POLE,
 CK4126'6.46 METERS (21.20 FT) EAST-SOUTHEAST FROM THE EAST END OF THE 18
 CK4126'INCH CONCRETE SIDE DRAIN PIPE, AND
 CK4126'0.88 METER (2.90 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CK4126'MARK IS LEVEL WITH STATION.
 CK4126'
 CK4126'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4126'STAMPED---124-200 1980 AZ MK---,
 CK4126'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4126'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4126'16.76 METERS (55.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.
 CK4126'S. HIGHWAY 301,
 CK4126'54.73 METERS (179.6 FT) SOUTHWEST FROM THE WEST END OF AN 18 INCH
 CK4126'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 CK4126'1.28 METERS (4.20 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 CK4126'1.37 METERS (4.50 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CK4126'
 CK4126'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4126'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4126'COUNTY GA.  1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4131 ***********************************************************************
 CK4131  DESIGNATION -  BV 124 200 GADT AZ MK
 CK4131  PID         -  CK4131
 CK4131  STATE/COUNTY-  GA/SCREVEN
 CK4131  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4131
 CK4131                         *CURRENT SURVEY CONTROL
 CK4131  ___________________________________________________________________
 CK4131* NAD 83(1994)-  32 55 15.87361(N)    081 32 58.13039(W)     ADJUSTED  
 CK4131* NAVD 88     -        42.2    (meters)     138.     (feet)  VERTCON   
 CK4131  ___________________________________________________________________
 CK4131  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CK4131  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CK4131
 CK4131  HORZ ORDER  -  SECOND
 CK4131
 CK4131.The horizontal coordinates were established by classical geodetic methods
 CK4131.and adjusted by the National Geodetic Survey in September 1997..
 CK4131
 CK4131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4131
 CK4131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4131
 CK4131.The geoid height was determined by GEOID03.
 CK4131
 CK4131;                    North         East     Units Scale Factor Converg.
 CK4131;SPC GA E     -   324,018.262   257,724.001   MT  0.99994107   +0 20 07.6
 CK4131;SPC GA E     - 1,063,049.91    845,549.49   sFT  0.99994107   +0 20 07.6
 CK4131;UTM  17      - 3,642,671.370   448,623.829   MT  0.99963254   -0 17 55.1
 CK4131
 CK4131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4131!SPC GA E     -   0.99999815  x   0.99994107  =   0.99993922
 CK4131!UTM  17      -   0.99999815  x   0.99963254  =   0.99963069
 CK4131
 CK4131:                Primary Azimuth Mark                     Grid Az
 CK4131:SPC GA E     -  BV 124 200 GADT                          049 56 28.2
 CK4131:UTM  17      -  BV 124 200 GADT                          050 34 30.9
 CK4131
 CK4131|---------------------------------------------------------------------|
 CK4131| PID    Reference Object                     Distance      Geod. Az  |
 CK4131|                                                           dddmmss.s |
 CK4131| CK4126 BV 124 200 GADT                     APPROX. 1.4 KM 0501635.8 |
 CK4131| CK4132 BV 124 25 GADT                      449.289 METERS 2303150.8 |
 CK4131|---------------------------------------------------------------------|
 CK4131
 CK4131                          SUPERSEDED SURVEY CONTROL
 CK4131
 CK4131  NAD 83(1986)-  32 55 15.87430(N)    081 32 58.12392(W) AD(       ) 2
 CK4131  NAD 27      -  32 55 15.30385(N)    081 32 58.73435(W) AD(       ) 2
 CK4131  NGVD 29 (07/19/86)   42.5    (m)          139.     (f) VERT ANG       
 CK4131
 CK4131.Superseded values are not recommended for survey control.
 CK4131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4131.See file dsdata.txt to determine how the superseded data were derived.
 CK4131
 CK4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4862442671(NAD 83)
 CK4131_MARKER: DD = SURVEY DISK
 CK4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4131+STABILITY: SURFACE MOTION
 CK4131
 CK4131  HISTORY     - Date     Condition        Report By
 CK4131  HISTORY     - 1980     MONUMENTED       GADT
 CK4131
 CK4131                          STATION DESCRIPTION
 CK4131
 CK4131'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4131'THE STATION IS LOCATED ABOUT 21 KM (13 MI) NORTH-NORTHEAST
 CK4131'OF SYLVANIA, 10-3/4 KM (6-3/4 MI) EAST-NORTHEAST OF HILLTONIA,
 CK4131'AND 20 KM (12-1/2 MI) SOUTHEAST OF GIRARD.
 CK4131'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4131'
 CK4131'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND
 CK4131'U.S. HIGHWAY 301 APPROXIMATELY 8.85 KM (5.5 MI) OF SYLVANIA, GO
 CK4131'NORTHEAST ALONG U.S. HIGHWAY 301 FOR 7.4 KM (4.6 MI) TO THE
 CK4131'JUNCTION OF COUNTY PAVED ROAD  129 CROSSING.  CONTINUE
 CK4131'NORTHEAST ALONG U.S. HIGHWAY 301 FOR 3.0 KM (1.85 MI) TO THE
 CK4131'JUNCTION OF COUNTY DIRT ROAD 132 TO THE RIGHT.  CONTINUE NORTHEAST
 CK4131'ALONG U.S. HIGHWAY 301 FOR 2.75 KM (1.70 MI) TO THE STATION
 CK4131'ON THE RIGHT.
 CK4131'
 CK4131'THE STATION IS A STANDARD GADT DISK
 CK4131'STAMPED---124-200 1980 AZ MK---,
 CK4131'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4131'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4131'16.76 METERS (55.00 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.
 CK4131'S. HIGHWAY 301,
 CK4131'54.73 METERS (179.6 FT) SOUTHWEST FROM THE WEST END OF AN 18 INCH
 CK4131'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE SOUTH,
 CK4131'1.28 METERS (4.2 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 CK4131'1.37 METERS (4.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CK4131'
 CK4131'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4131'COUNTY GA.  1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4135 ***********************************************************************
 CK4135  DESIGNATION -  BV 124 201 GADT
 CK4135  PID         -  CK4135
 CK4135  STATE/COUNTY-  GA/SCREVEN
 CK4135  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4135
 CK4135                         *CURRENT SURVEY CONTROL
 CK4135  ___________________________________________________________________
 CK4135* NAD 83(1994)-  32 54 52.58483(N)    081 35 16.40646(W)     ADJUSTED  
 CK4135* NAVD 88     -        43.0    (meters)     141.     (feet)  VERTCON   
 CK4135  ___________________________________________________________________
 CK4135  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CK4135  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 CK4135
 CK4135  HORZ ORDER  -  SECOND
 CK4135
 CK4135.The horizontal coordinates were established by classical geodetic methods
 CK4135.and adjusted by the National Geodetic Survey in September 1997..
 CK4135
 CK4135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4135
 CK4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4135
 CK4135.The geoid height was determined by GEOID03.
 CK4135
 CK4135;                    North         East     Units Scale Factor Converg.
 CK4135;SPC GA E     -   323,280.498   254,135.486   MT  0.99993612   +0 18 52.2
 CK4135;SPC GA E     - 1,060,629.43    833,776.17   sFT  0.99993612   +0 18 52.2
 CK4135;UTM  17      - 3,641,973.572   445,028.462   MT  0.99963726   -0 19 10.1
 CK4135
 CK4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4135!SPC GA E     -   0.99999801  x   0.99993612  =   0.99993413
 CK4135!UTM  17      -   0.99999801  x   0.99963726  =   0.99963528
 CK4135
 CK4135|---------------------------------------------------------------------|
 CK4135| PID    Reference Object                     Distance      Geod. Az  |
 CK4135|                                                           dddmmss.s |
 CK4135| CK4134 BV 124 201 GADT RM 1                 25.654 METERS 04453     |
 CK4135| CK4136 BV 124 201 GADT AZ MK               APPROX. 0.7 KM 3504143.1 |
 CK4135|---------------------------------------------------------------------|
 CK4135
 CK4135                          SUPERSEDED SURVEY CONTROL
 CK4135
 CK4135  NAD 83(1986)-  32 54 52.58601(N)    081 35 16.40001(W) AD(       ) 2
 CK4135  NAD 27      -  32 54 52.01501(N)    081 35 17.00650(W) AD(       ) 2
 CK4135  NGVD 29 (07/19/86)   43.3    (m)          142.     (f) VERT ANG       
 CK4135
 CK4135.Superseded values are not recommended for survey control.
 CK4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4135.See file dsdata.txt to determine how the superseded data were derived.
 CK4135
 CK4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4502841974(NAD 83)
 CK4135_MARKER: DD = SURVEY DISK
 CK4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4135+STABILITY: SURFACE MOTION
 CK4135
 CK4135  HISTORY     - Date     Condition        Report By
 CK4135  HISTORY     - 1980     MONUMENTED       GADT
 CK4135
 CK4135                          STATION DESCRIPTION
 CK4135
 CK4135'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4135'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) NORTH-NORTHEAST
 CK4135'OF SYLVANIA, 7.2 KM (4-1/2 MI) EAST-NORTHEAST OF HILLTONIA, AND
 CK4135'18 KM (11-1/4 MI) SOUTHEAST OF GIRARD.
 CK4135'OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 CK4135'
 CK4135'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH U.S.
 CK4135'HIGHWAY 301 (STATE ROUTE 73), GO NORTHEAST ALONG U.S. HIGHWAY 301
 CK4135'FOR 7.4 KM (4.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 129
 CK4135'CROSSING.  CONTINUE NORTHEAST ALONG U.S. HIGHWAY 301 FOR
 CK4135'0.75 KM (0.45 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 141
 CK4135'TO THE LEFT.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 141 FOR
 CK4135'2.6 KM (1.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 138 TO THE
 CK4135'RIGHT AND THE STATION ON THE LEFT.
 CK4135'
 CK4135'THE STATION IS A STANDARD GADT DISK
 CK4135'STAMPED---124-201 1980---,
 CK4135'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4135'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK4135'9.30 METERS (30.50 FT) WEST FROM THE CENTERLINE OF COUNTY PAVED
 CK4135'ROAD 141,
 CK4135'22.98 METERS (75.40 FT) WEST FROM A POWER POLE ON THE EAST SIDE
 CK4135'OF COUNTY ROAD 141,
 CK4135'12.19 METERS (40.00 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 CK4135'OF A WOOD FRAME HOUSE,
 CK4135'2.80 METERS (9.20 FT) EAST-NORTHEAST FROM ANOTHER POWER POLE, AND
 CK4135'2.44 METERS (8.00 FT) EAST FROM A WITNESS POST.
 CK4135'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4135'STAMPED---124-201 1980---,
 CK4135'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4135'
 CK4135'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4135'STAMPED---124-201 1980 RM 1---,
 CK4135'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4135'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4135'11.89 METERS (39.00 FT) EAST FROM THE CENTERLINE OF COUNTY PAVED
 CK4135'ROAD 141,
 CK4135'21.34 METERS (70.00 FT) NORTH-NORTHEAST FROM THE POINT OF
 CK4135'INTERSECTION OF THE CENTERLINES OF COUNTY PAVED ROAD 141 AND
 CK4135'COUNTY DIRT ROAD 138,
 CK4135'22.68 METERS (74.40 FT) NORTH FROM THE POWER POLE ON THE SOUTH
 CK4135'SIDE OF COUNTY DIRT ROAD 138, AND
 CK4135'00.46 METER (1.50 FT) WEST FROM A WITNESS POST.
 CK4135'MARK IS ABOVE STATION 0.20 METERS.
 CK4135'
 CK4135'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4135'STAMPED---124-201 1980 AZ MK---,
 CK4135'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4135'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4135'9.60 METERS (31.50 FT) EAST FROM THE CENTERLINE OF COUNTY PAVED
 CK4135'ROAD 141,
 CK4135'3.96 METERS (13.00 FT) NORTH FROM THE CENTER OF A DRIVEWAY TO THE
 CK4135'EAST,
 CK4135'12.83 METERS (42.10 FT) NORTH-NORTHWEST FROM A 12 INCH PINE TREE
 CK4135'TO THE SOUTH OF THE DRIVE TO THE EAST, AND
 CK4135'00.91 METER (3.00 FT) WEST FROM A WITNESS POST.
 CK4135'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG PAVED
 CK4135'COUNTY ROAD 141 FOR 0.65 KM (0.40 MI) TO A DIRT DRIVEWAY TO THE
 CK4135'RIGHT LEADING TO WESLEY CHAPEL AME CHURCH AND THE
 CK4135'MARK ON THE RIGHT.
 CK4135'
 CK4135'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4135'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP
 CK4135'SCREVEN COUNTY GA.  1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4136 ***********************************************************************
 CK4136  DESIGNATION -  BV 124 201 GADT AZ MK
 CK4136  PID         -  CK4136
 CK4136  STATE/COUNTY-  GA/SCREVEN
 CK4136  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4136
 CK4136                         *CURRENT SURVEY CONTROL
 CK4136  ___________________________________________________________________
 CK4136* NAD 83(1994)-  32 55 14.17686(N)    081 35 20.60092(W)     ADJUSTED  
 CK4136* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 CK4136  ___________________________________________________________________
 CK4136  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CK4136  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 CK4136
 CK4136  HORZ ORDER  -  SECOND
 CK4136
 CK4136.The horizontal coordinates were established by classical geodetic methods
 CK4136.and adjusted by the National Geodetic Survey in September 1997..
 CK4136
 CK4136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4136
 CK4136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4136
 CK4136.The geoid height was determined by GEOID03.
 CK4136
 CK4136;                    North         East     Units Scale Factor Converg.
 CK4136;SPC GA E     -   323,945.020   254,022.861   MT  0.99993597   +0 18 50.1
 CK4136;SPC GA E     - 1,062,809.62    833,406.67   sFT  0.99993597   +0 18 50.1
 CK4136;UTM  17      - 3,642,639.100   444,923.228   MT  0.99963740   -0 19 12.5
 CK4136
 CK4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4136!SPC GA E     -   0.99999847  x   0.99993597  =   0.99993444
 CK4136!UTM  17      -   0.99999847  x   0.99963740  =   0.99963587
 CK4136
 CK4136                          SUPERSEDED SURVEY CONTROL
 CK4136
 CK4136  NAD 83(1986)-  32 55 14.17804(N)    081 35 20.59436(W) AD(       ) 2
 CK4136  NAD 27      -  32 55 13.60761(N)    081 35 21.20072(W) AD(       ) 2
 CK4136  NGVD 29 (07/19/86)   40.4    (m)          133.     (f) VERT ANG       
 CK4136
 CK4136.Superseded values are not recommended for survey control.
 CK4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4136.See file dsdata.txt to determine how the superseded data were derived.
 CK4136
 CK4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4492342639(NAD 83)
 CK4136_MARKER: DD = SURVEY DISK
 CK4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4136+STABILITY: SURFACE MOTION
 CK4136
 CK4136  HISTORY     - Date     Condition        Report By
 CK4136  HISTORY     - 1980     MONUMENTED       GADT
 CK4136
 CK4136                          STATION DESCRIPTION
 CK4136
 CK4136'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4136'THE STATION IS LOCATED ABOUT 19 KM (11-3/4 MI) NORTH-NORTHEAST
 CK4136'OF SYLVANIA, 7.5 KM (4-3/4 MI) EAST-NORTHEAST OF HILTONIA, AND
 CK4136'17.5 KM (11 MI) SOUTHEAST OF GIRARD.
 CK4136'OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 CK4136'
 CK4136'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH U.S.
 CK4136'HIGHWAY 301 (STATE ROUTE 73), GO NORTHEAST ALONG U.S. HIGHWAY 301
 CK4136'FOR 7.4 KM (4.6 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 129
 CK4136'CROSSING.  CONTINUE NORTHEAST ALONG U.S. HIGHWAY 301 FOR 0.75 KM
 CK4136'(0.45 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 141 TO THE LEFT.
 CK4136'TURN LEFT GOING NORTH ALONG COUNTY ROAD 141 FOR 3.25 KM (2.0 MI)
 CK4136'TO THE STATION ON THE RIGHT.
 CK4136'
 CK4136'THE STATION IS A STANDARD GADT DISK
 CK4136'STAMPED---124-201 1980 AZ MK---,
 CK4136'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4136'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4136'9.60 METERS (31.50 FT) EAST FROM THE CENTERLINE OF COUNTY PAVED
 CK4136'ROAD 141,
 CK4136'3.96 METERS (13.00 FT) NORTH FROM THE CENTER OF A DRIVE TO THE
 CK4136'EAST,
 CK4136'12.83 METERS (42.10 FT) NORTH-NORTHWEST FROM A 12 INCH PINE TREE
 CK4136'TO THE SOUTH OF THE DRIVE TO THE EAST, AND
 CK4136'0.91 METER (3.00 FT) WEST FROM A WITNESS POST.
 CK4136'
 CK4136'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4136'COUNTY GA.  1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4128 ***********************************************************************
 CK4128  DESIGNATION -  BV 124 202 GADT
 CK4128  PID         -  CK4128
 CK4128  STATE/COUNTY-  GA/SCREVEN
 CK4128  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4128
 CK4128                         *CURRENT SURVEY CONTROL
 CK4128  ___________________________________________________________________
 CK4128* NAD 83(1994)-  32 57 29.17771(N)    081 32 28.36801(W)     ADJUSTED  
 CK4128* NAVD 88     -        32.7    (meters)     107.     (feet)  VERTCON   
 CK4128  ___________________________________________________________________
 CK4128  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CK4128  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CK4128
 CK4128  HORZ ORDER  -  SECOND
 CK4128
 CK4128.The horizontal coordinates were established by classical geodetic methods
 CK4128.and adjusted by the National Geodetic Survey in September 1997..
 CK4128
 CK4128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4128
 CK4128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4128
 CK4128.The geoid height was determined by GEOID03.
 CK4128
 CK4128;                    North         East     Units Scale Factor Converg.
 CK4128;SPC GA E     -   328,129.142   258,472.863   MT  0.99994214   +0 20 25.0
 CK4128;SPC GA E     - 1,076,537.03    848,006.38   sFT  0.99994214   +0 20 25.0
 CK4128;UTM  17      - 3,646,772.436   449,417.915   MT  0.99963155   -0 17 40.0
 CK4128
 CK4128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4128!SPC GA E     -   0.99999964  x   0.99994214  =   0.99994178
 CK4128!UTM  17      -   0.99999964  x   0.99963155  =   0.99963119
 CK4128
 CK4128|---------------------------------------------------------------------|
 CK4128| PID    Reference Object                     Distance      Geod. Az  |
 CK4128|                                                           dddmmss.s |
 CK4128| CK4129 BV 124 202 GADT RM 1                 19.223 METERS 35431     |
 CK4128| CK4130 BV 124 202 GADT AZ MK               APPROX. 0.8 KM 3544624.2 |
 CK4128|---------------------------------------------------------------------|
 CK4128
 CK4128                          SUPERSEDED SURVEY CONTROL
 CK4128
 CK4128  NAD 83(1986)-  32 57 29.17821(N)    081 32 28.36086(W) AD(       ) 2
 CK4128  NAD 27      -  32 57 28.61119(N)    081 32 28.97198(W) AD(       ) 2
 CK4128  NGVD 29 (07/19/86)   33.0    (m)          108.     (f) VERT ANG       
 CK4128
 CK4128.Superseded values are not recommended for survey control.
 CK4128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4128.See file dsdata.txt to determine how the superseded data were derived.
 CK4128
 CK4128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4941846772(NAD 83)
 CK4128_MARKER: DD = SURVEY DISK
 CK4128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4128+STABILITY: SURFACE MOTION
 CK4128
 CK4128  HISTORY     - Date     Condition        Report By
 CK4128  HISTORY     - 1980     MONUMENTED       GADT
 CK4128
 CK4128                          STATION DESCRIPTION
 CK4128
 CK4128'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4128'THE STATION IS LOCATED ABOUT 23.2 KM (14-1/2 MI)
 CK4128'NORTH-NORTHEAST OF SYLVANIA, 13.8 KM (8-1/2 MI) NORTHEAST OF
 CK4128'HILLTONIA, AND 18.5 KM (11-1/2 MI) EAST-SOUTHEAST OF GIRARD.
 CK4128'OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 CK4128'
 CK4128'TO REACH THE STATION FROM THE STATE OF GEORGIA  WELCOME CENTER
 CK4128'LOCATED ON U.S. HIGHWAY 301 ABOUT 23 KM (14 MI) NORTH-NORTHEAST
 CK4128'OF SYLVANIA, GO SOUTHWEST ALONG U.S. HIGHWAY 301 FOR 1.05 KM
 CK4128'(0.65 MI) TO THE JUNCTION OF COUNTY ROAD 91321 CROSSING (DIRT)
 CK4128'TO THE LEFT AND PAVED TO THE RIGHT).  TURN RIGHT GOING NORTH ALONG
 CK4128'PAVED COUNTY ROAD 91321 FOR 2.75 KM (1.7 MI) TO THE STATION ON THE
 CK4128'LEFT.
 CK4128'
 CK4128'THE STATION IS A STANDARD GADT DISK
 CK4128'STAMPED---124-202 1980---,
 CK4128'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4128'FLUSH WITH GROUND.  IT IS LOCATED
 CK4128'15.85 METERS (52.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK4128'COUNTY PAVED ROAD 91321,
 CK4128'45.11 METERS (148.0 FT) NORTH-NORTHWEST FROM A POWER POLE,
 CK4128'37.25 METERS (122.2 FT) SOUTHWEST FROM THE TOP CENTER OF AN
 CK4128'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD,
 CK4128'7.80 METERS (25.60 FT) SOUTHEAST FROM A 10 INCH WILD CHERRY
 CK4128'TREE, AND
 CK4128'1.04 METERS (3.40 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4128'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4128'STAMPED---124-202 1980---,
 CK4128'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CK4128'
 CK4128'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4128'STAMPED---124-202 1980 RM 1---,
 CK4128'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4128'FLUSH WITH GROUND.  IT IS LOCATED
 CK4128'12.50 METERS (41.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 CK4128'COUNTY PAVED ROAD 91321,
 CK4128'31.03 METERS (101.8 FT) WEST-SOUTHWEST FROM THE UNDERGROUND
 CK4128'TELEPHONE CABLE PEDESTAL ,
 CK4128'64.02 METERS (210.1 FT) NORTH-NORTHWEST FROM THE POWER POLE,
 CK4128'11.73 METERS (38.50 FT) NORTH-NORTHEAST FROM THE 10 INCH WILD
 CK4128'CHERRY TREE, AND
 CK4128'3.14 METERS (10.30 FT) EAST-NORTHEAST FROM A WITNESS POST.
 CK4128'MARK IS LEVEL WITH STATION.
 CK4128'
 CK4128'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4128'STAMPED---124-202 1980 AZ MK---,
 CK4128'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4128'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4128'18.90 METERS (62.00 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4128'COUNTY PAVED ROAD 91321,
 CK4128'11.74 METERS (38.50 FT) NORTHEAST FROM THE SOUTH END OF AN 18
 CK4128'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 CK4128'26.70 METERS (87.60 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 CK4128'0.88 METER (2.90 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4128'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG COUNTY
 CK4128'ROAD 91321 FOR 0.8 KM (0.5 MI) TO THE MARK ON THE RIGHT.
 CK4128'
 CK4128'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK4128'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4128'COUNTY GA.  1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4130 ***********************************************************************
 CK4130  DESIGNATION -  BV 124 202 GADT AZ MK
 CK4130  PID         -  CK4130
 CK4130  STATE/COUNTY-  GA/SCREVEN
 CK4130  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4130
 CK4130                         *CURRENT SURVEY CONTROL
 CK4130  ___________________________________________________________________
 CK4130* NAD 83(1994)-  32 57 55.50643(N)    081 32 31.22505(W)     ADJUSTED  
 CK4130* NAVD 88     -        37.5    (meters)     123.     (feet)  VERTCON   
 CK4130  ___________________________________________________________________
 CK4130  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CK4130  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 CK4130
 CK4130  HORZ ORDER  -  SECOND
 CK4130
 CK4130.The horizontal coordinates were established by classical geodetic methods
 CK4130.and adjusted by the National Geodetic Survey in September 1997..
 CK4130
 CK4130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4130
 CK4130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4130
 CK4130.The geoid height was determined by GEOID03.
 CK4130
 CK4130;                    North         East     Units Scale Factor Converg.
 CK4130;SPC GA E     -   328,939.738   258,393.856   MT  0.99994203   +0 20 23.7
 CK4130;SPC GA E     - 1,079,196.46    847,747.18   sFT  0.99994203   +0 20 23.7
 CK4130;UTM  17      - 3,647,583.606   449,347.915   MT  0.99963163   -0 17 41.7
 CK4130
 CK4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4130!SPC GA E     -   0.99999889  x   0.99994203  =   0.99994092
 CK4130!UTM  17      -   0.99999889  x   0.99963163  =   0.99963052
 CK4130
 CK4130                          SUPERSEDED SURVEY CONTROL
 CK4130
 CK4130  NAD 83(1986)-  32 57 55.50694(N)    081 32 31.21776(W) AD(       ) 2
 CK4130  NAD 27      -  32 57 54.94060(N)    081 32 31.82877(W) AD(       ) 2
 CK4130  NGVD 29 (07/19/86)   37.8    (m)          124.     (f) VERT ANG       
 CK4130
 CK4130.Superseded values are not recommended for survey control.
 CK4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4130.See file dsdata.txt to determine how the superseded data were derived.
 CK4130
 CK4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4934847584(NAD 83)
 CK4130_MARKER: DD = SURVEY DISK
 CK4130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4130+STABILITY: SURFACE MOTION
 CK4130
 CK4130  HISTORY     - Date     Condition        Report By
 CK4130  HISTORY     - 1980     MONUMENTED       GADT
 CK4130
 CK4130                          STATION DESCRIPTION
 CK4130
 CK4130'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4130'THE STATION IS LOCATED ABOUT 23.8 KM (14-3/4 MI) NORTH-NORTHEAST
 CK4130'OF SYLVANIA, 13.8 KM (8-1/2 MI) NORTHEAST OF HILLTONIA, AND
 CK4130'18 KM (11-1/4 MI) EAST-SOUTHEAST OF GIRARD.
 CK4130'OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 CK4130'
 CK4130'TO REACH THE STATION FROM THE STATE OF GEORGIA WELCOME CENTER
 CK4130'LOCATED ON U.S. HIGHWAY 301 ABOUT 23 KM (14 MI) NORTH-NORTHEAST
 CK4130'OF SYLVANIA, GO SOUTHWEST ALONG U.S. HIGHWAY 301 FOR 1.05 KM
 CK4130'(0.65 MI) TO THE JUNCTION OF COUNTY ROAD 91321 (DIRT TO THE LEFT
 CK4130'AND PAVED TO THE RIGHT) CROSSING.  TURN RIGHT GOING NORTH ALONG
 CK4130'PAVED COUNTY ROAD 91321 FOR 3.55 KM (2.2 MI) TO THE STATION ON
 CK4130'THE RIGHT
 CK4130'
 CK4130'THE STATION IS A STANDARD GADT DISK
 CK4130'STAMPED---124-202 1980 AZ MK---,
 CK4130'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4130'PROJECTING 2.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CK4130'18.90 METERS (62.00 FT) EAST-NORTHEAST FROM THE CENTERLINE
 CK4130'OF COUNTY PAVED ROAD 91321,
 CK4130'11.74 METERS (38.50 FT) NORTHEAST FROM THE SOUTH END OF AN
 CK4130'18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST,
 CK4130'26.70 METERS (87.60 FT) NORTH-NORTHWEST FROM A POWER POLE, AND
 CK4130'0.88 METER (2.9 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK4130'
 CK4130'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4130'COUNTY GA.  1975.  REVISED AUGUST 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3582 ***********************************************************************
 AB3582  DESIGNATION -  BV 124 203
 AB3582  PID         -  AB3582
 AB3582  STATE/COUNTY-  GA/SCREVEN
 AB3582  USGS QUAD   -  JACKSONBORO BRIDGE (1978)
 AB3582
 AB3582                         *CURRENT SURVEY CONTROL
 AB3582  ___________________________________________________________________
 AB3582* NAD 83(1994)-  32 52 00.64222(N)    081 36 27.35262(W)     ADJUSTED  
 AB3582* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 AB3582  ___________________________________________________________________
 AB3582  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AB3582  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AB3582
 AB3582  HORZ ORDER  -  SECOND
 AB3582
 AB3582.The horizontal coordinates were established by classical geodetic methods
 AB3582.and adjusted by the National Geodetic Survey in September 1997..
 AB3582
 AB3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3582
 AB3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3582
 AB3582.The geoid height was determined by GEOID03.
 AB3582
 AB3582;                    North         East     Units Scale Factor Converg.
 AB3582;SPC GA E     -   317,974.069   252,320.219   MT  0.99993374   +0 18 12.3
 AB3582;SPC GA E     - 1,043,219.92    827,820.59   sFT  0.99993374   +0 18 12.3
 AB3582;UTM  17      - 3,636,689.107   443,155.185   MT  0.99963984   -0 19 47.1
 AB3582
 AB3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3582!SPC GA E     -   1.00000007  x   0.99993374  =   0.99993381
 AB3582!UTM  17      -   1.00000007  x   0.99963984  =   0.99963991
 AB3582
 AB3582                          SUPERSEDED SURVEY CONTROL
 AB3582
 AB3582  NAD 83(1986)-  32 52 00.64182(N)    081 36 27.34840(W) AD(       ) 2
 AB3582  NGVD 29 (05/08/96)   30.2    (m)           99.     (f) VERT ANG       
 AB3582
 AB3582.Superseded values are not recommended for survey control.
 AB3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3582.See file dsdata.txt to determine how the superseded data were derived.
 AB3582
 AB3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4315536689(NAD 83)
 AB3582_MARKER: DD = SURVEY DISK
 AB3582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3582
 AB3582  HISTORY     - Date     Condition        Report By
 AB3582  HISTORY     - 1981     MONUMENTED       GADT
 AB3582
 AB3582                          STATION DESCRIPTION
 AB3582
 AB3582'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3582'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) EAST-SOUTHEAST OF
 AB3582'HILLTONIA, 13.3 KM (8.25 MI) NORTH-NORTHEAST OF SYLVANIA, AND 31.8 KM
 AB3582'(19.75 MI) EAST OF MILLEN. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3582'ROUTE 73) AND STATE ROUTE 24 TO THE NORTHWEST ABOUT 8.75 KM (5.45 MI)
 AB3582'NORTH OF SYLVANIA, GO NORTH ALONG U.S. HIGHWAY 301 (STATE ROUTE 73)
 AB3582'FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 124
 AB3582'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 (STATE ROUTE
 AB3582'73) FOR 3.3 KM (2.05 MI) TO THE STATION ON THE RIGHT.
 AB3582'THE STATION IS A STANDARD GADT DISK STAMPED---124-203 1981---, SET
 AB3582'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3582'2.5 CM BELOW THE GROUND.  IT IS LOCATED 8.38 METERS (27.50 FT) SOUTH
 AB3582'FROM THE CENTERLINE OF THE HIGHWAY, 16.06 METERS (52.70 FT)
 AB3582'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE EAST END ABUTMENT OF
 AB3582'THE NORTH PARAPET OF THE BRIDGE, 2.28 METERS (7.50 FT) SOUTH-SOUTHWEST
 AB3582'FROM THE SOUTHEAST CORNER OF THE APPROACH SLAB TO THE BRIDGE, 4.05
 AB3582'METERS (13.30 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE EAST
 AB3582'END ABUTMENT ON THE SOUTH PARAPET WALL OF THE BRIDGE, AND 1.15 METERS
 AB3582'(3.80 FT) EAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3582'GADT DISK STAMPED---124-203 1981---, SET INTO AN IRREGULAR MASS OF
 AB3582'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3582'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-203
 AB3582'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3582'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 8.53 METERS
 AB3582'(28.00 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 23.16 METERS
 AB3582'(76.00 FT) EAST FROM THE SOUTHEAST CORNER OF THE EAST ABUTMENT OF THE
 AB3582'SOUTH PARAPET WALL OF THE BRIDGE, 27.98 METERS (91.80 FT)
 AB3582'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE EAST END ABUTMENT OF
 AB3582'THE NORTH PARAPET WALL OF THE BRIDGE, AND 0.64 METER (2.10 FT) NORTH
 AB3582'FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3582'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-203 1981
 AB3582'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3582'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 12.19 METERS
 AB3582'(40.00 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 20.94 METERS
 AB3582'(68.70 FT) EAST-NORTHEAST FROM THE WEST END OF AN 18 INCH CONCRETE
 AB3582'PIPE UNDER A DRIVEWAY TO THE SOUTH, 6.40 METERS (21.00 FT) EAST FROM
 AB3582'THE WESTERNMOST CORNER OF AN ISLAND WHERE THE MARK IS SET ON, AND
 AB3582'42.48 METERS (139.4 FT) WEST FROM THE WEST CORNER OF A CONCRETE BLOCK
 AB3582'BUILDING. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3582'STAMPED---124-203 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3582'CONCRETE 0.91  METER BELOW THE SURFACE OF THE GROUND. TO REACH AZIMUTH
 AB3582'MARK FROM THE STATION PROCEED NORTH ALONG U.S. HIGHWAY 301 (STATE
 AB3582'ROUTE 73) FOR 1.3 KM (0.8 MI) TO THE MARK ON THE RIGHT.
 AB3582'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3582'GA.  1975.  REVISED AUGUST 1976.
 AB3582'DESCRIBED BY W. V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3583 ***********************************************************************
 AB3583  DESIGNATION -  BV 124 203 AZ MK
 AB3583  PID         -  AB3583
 AB3583  STATE/COUNTY-  GA/SCREVEN
 AB3583  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 AB3583
 AB3583                         *CURRENT SURVEY CONTROL
 AB3583  ___________________________________________________________________
 AB3583* NAD 83(1994)-  32 52 34.16892(N)    081 35 55.36367(W)     ADJUSTED  
 AB3583* NAVD 88     -        30.5    (meters)     100.     (feet)  VERTCON   
 AB3583  ___________________________________________________________________
 AB3583  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AB3583  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AB3583
 AB3583  HORZ ORDER  -  SECOND
 AB3583
 AB3583.The horizontal coordinates were established by classical geodetic methods
 AB3583.and adjusted by the National Geodetic Survey in September 1997..
 AB3583
 AB3583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3583
 AB3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3583
 AB3583.The geoid height was determined by GEOID03.
 AB3583
 AB3583;                    North         East     Units Scale Factor Converg.
 AB3583;SPC GA E     -   319,011.254   253,146.249   MT  0.99993482   +0 18 29.9
 AB3583;SPC GA E     - 1,046,622.76    830,530.65   sFT  0.99993482   +0 18 29.9
 AB3583;UTM  17      - 3,637,716.796   443,992.381   MT  0.99963868   -0 19 30.0
 AB3583
 AB3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3583!SPC GA E     -   0.99999998  x   0.99993482  =   0.99993480
 AB3583!UTM  17      -   0.99999998  x   0.99963868  =   0.99963866
 AB3583
 AB3583                          SUPERSEDED SURVEY CONTROL
 AB3583
 AB3583  NAD 83(1986)-  32 52 34.16838(N)    081 35 55.35925(W) AD(       ) 2
 AB3583  NGVD 29 (05/08/96)   30.7    (m)          101.     (f) VERT ANG       
 AB3583
 AB3583.Superseded values are not recommended for survey control.
 AB3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3583.See file dsdata.txt to determine how the superseded data were derived.
 AB3583
 AB3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4399237717(NAD 83)
 AB3583_MARKER: DD = SURVEY DISK
 AB3583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3583
 AB3583  HISTORY     - Date     Condition        Report By
 AB3583  HISTORY     - 1981     MONUMENTED       GADT
 AB3583
 AB3583                          STATION DESCRIPTION
 AB3583
 AB3583'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3583'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) EAST OF HILLTONIA, 14.5
 AB3583'KM (9 MI) NORTH-NORTHEAST OF SYLVANIA, AND 33 KM (20.5 MI) EAST OF
 AB3583'MILLEN. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3583'ROUTE 73) AND STATE ROUTE 24 TO THE NORTHWEST ABOUT 8.75 KM (5.45 MI)
 AB3583'NORTH OF SYLVANIA, GO NORTH ALONG U.S. HIGHWAY 301 (STATE ROUTE 73)
 AB3583'FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 124
 AB3583'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 (STATE ROUTE
 AB3583'73) FOR 4.6 KM (2.85 MI) TO THE STATION ON THE RIGHT.
 AB3583'THE STATION IS A STANDARD GADT DISK STAMPED---124-203 1981 AZ MK---,
 AB3583'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3583'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 12.19 METERS (40.00
 AB3583'FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 20.94 METERS (68.70
 AB3583'FT) EAST-NORTHEAST FROM THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER
 AB3583'A DRIVEWAY TO THE SOUTH, 6.40 METERS (21.00 FT) EAST FROM THE WESTERN
 AB3583'MOST CORNER OF AN ISLAND WHERE THE MARK IS SET, AND 42.48 METERS
 AB3583'(139.4 FT) WEST FROM THE WEST CORNER OF A CONCRETE BLOCK BUILDING. THE
 AB3583'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-203 1981 AZ
 AB3583'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3583'SURFACE.
 AB3583'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3583'GA.  1975.  REVISED AUGUST 1976.
 AB3583'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3584 ***********************************************************************
 AB3584  DESIGNATION -  BV 124 203 RM 1
 AB3584  PID         -  AB3584
 AB3584  STATE/COUNTY-  GA/SCREVEN
 AB3584  USGS QUAD   -  JACKSONBORO BRIDGE (1978)
 AB3584
 AB3584                         *CURRENT SURVEY CONTROL
 AB3584  ___________________________________________________________________
 AB3584* NAD 83(1994)-  32 52 01.13145(N)    081 36 26.88284(W)     ADJUSTED  
 AB3584* NAVD 88     -        29.94   (+/-2cm)      98.2    (feet)  VERTCON   
 AB3584  ___________________________________________________________________
 AB3584  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AB3584  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AB3584
 AB3584  HORZ ORDER  -  SECOND
 AB3584  VERT ORDER  -  THIRD (See Below)
 AB3584
 AB3584.The horizontal coordinates were established by classical geodetic methods
 AB3584.and adjusted by the National Geodetic Survey in September 1997..
 AB3584
 AB3584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3584.The vertical order pertains to the NGVD 29 superseded value.
 AB3584
 AB3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3584
 AB3584.The geoid height was determined by GEOID03.
 AB3584
 AB3584;                    North         East     Units Scale Factor Converg.
 AB3584;SPC GA E     -   317,989.204   252,332.351   MT  0.99993376   +0 18 12.5
 AB3584;SPC GA E     - 1,043,269.58    827,860.39   sFT  0.99993376   +0 18 12.5
 AB3584;UTM  17      - 3,636,704.102   443,167.481   MT  0.99963982   -0 19 46.8
 AB3584
 AB3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3584!SPC GA E     -   1.00000007  x   0.99993376  =   0.99993383
 AB3584!UTM  17      -   1.00000007  x   0.99963982  =   0.99963989
 AB3584
 AB3584                          SUPERSEDED SURVEY CONTROL
 AB3584
 AB3584  NAD 83(1986)-  32 52 01.13104(N)    081 36 26.87862(W) AD(       ) 2
 AB3584  NGVD 29 (05/08/96)   30.19   (m)           99.0    (f) LEVELING    3  
 AB3584
 AB3584.Superseded values are not recommended for survey control.
 AB3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3584.See file dsdata.txt to determine how the superseded data were derived.
 AB3584
 AB3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4316736704(NAD 83)
 AB3584_MARKER: DD = SURVEY DISK
 AB3584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3584
 AB3584  HISTORY     - Date     Condition        Report By
 AB3584  HISTORY     - 1981     MONUMENTED       GADT
 AB3584
 AB3584                          STATION DESCRIPTION
 AB3584
 AB3584'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3584'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) EAST-SOUTHEAST OF
 AB3584'HILLTONIA, 13.3 KM (8.25 MI) NORTH-NORTHEAST OF SYLVANIA, AND 31.8 KM
 AB3584'(19.25 MI) EAST OF MILLEN. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3584'ROUTE 73) AND STATE ROUTE 24 TO THE NORTHWEST ABOUT 8.75 KM (5.45 MI)
 AB3584'NORTH OF SYLVANIA, GO NORTH ALONG U.S. HIGHWAY 301 (STATE ROUTE 73)
 AB3584'FOR 1.35 KM (0.85 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 124
 AB3584'CROSSING.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 3.3 KM
 AB3584'(2.05 MI) TO THE STATION ON THE RIGHT.
 AB3584'THE STATION IS A STANDARD GADT DISK STAMPED---124-203 1981 RM 1---,
 AB3584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3584'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 8.53 METERS (28.00
 AB3584'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 23.16 METERS (76.00 FT)
 AB3584'EAST FROM THE SOUTHEAST CORNER OF THE EAST END ABUTMENT OF THE SOUTH
 AB3584'PARAPET WALL OF THE BRIDGE, 27.98 METERS (91.80 FT) EAST-SOUTHEAST
 AB3584'FROM THE SOUTHEAST CORNER OF THE EAST END ABUTMENT OF THE NORTH
 AB3584'PARAPET WALL OF THE BRIDGE, AND 0.64 METER (2.10 FT) NORTH FROM A
 AB3584'WITNESS POST.
 AB3584'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3584'GA.  1975.  REVISED AUGUST 1976.
 AB3584'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3587 ***********************************************************************
 AB3587  DESIGNATION -  BV 124 204
 AB3587  PID         -  AB3587
 AB3587  STATE/COUNTY-  GA/SCREVEN
 AB3587  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3587
 AB3587                         *CURRENT SURVEY CONTROL
 AB3587  ___________________________________________________________________
 AB3587* NAD 83(1994)-  32 51 22.12995(N)    081 38 17.71982(W)     ADJUSTED  
 AB3587* NAVD 88     -        69.9    (meters)     229.     (feet)  VERTCON   
 AB3587  ___________________________________________________________________
 AB3587  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB3587  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB3587
 AB3587  HORZ ORDER  -  SECOND
 AB3587
 AB3587.The horizontal coordinates were established by classical geodetic methods
 AB3587.and adjusted by the National Geodetic Survey in September 1997..
 AB3587
 AB3587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3587
 AB3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3587
 AB3587.The geoid height was determined by GEOID03.
 AB3587
 AB3587;                    North         East     Units Scale Factor Converg.
 AB3587;SPC GA E     -   316,772.977   249,457.046   MT  0.99993015   +0 17 12.1
 AB3587;SPC GA E     - 1,039,279.34    818,426.99   sFT  0.99993015   +0 17 12.1
 AB3587;UTM  17      - 3,635,520.061   440,279.751   MT  0.99964398   -0 20 46.6
 AB3587
 AB3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3587!SPC GA E     -   0.99999379  x   0.99993015  =   0.99992394
 AB3587!UTM  17      -   0.99999379  x   0.99964398  =   0.99963777
 AB3587
 AB3587                          SUPERSEDED SURVEY CONTROL
 AB3587
 AB3587  NAD 83(1986)-  32 51 22.13004(N)    081 38 17.71585(W) AD(       ) 2
 AB3587  NGVD 29 (05/08/96)   70.2    (m)          230.     (f) VERT ANG       
 AB3587
 AB3587.Superseded values are not recommended for survey control.
 AB3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3587.See file dsdata.txt to determine how the superseded data were derived.
 AB3587
 AB3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4028035520(NAD 83)
 AB3587_MARKER: DD = SURVEY DISK
 AB3587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3587
 AB3587  HISTORY     - Date     Condition        Report By
 AB3587  HISTORY     - 1981     MONUMENTED       GADT
 AB3587
 AB3587                          STATION DESCRIPTION
 AB3587
 AB3587'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3587'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI) SOUTH-SOUTHEAST OF
 AB3587'HILLTONIA, 11.7 KM (7-1/4 MI) NORTH OF SYLVANIA, AND 29 KM (18 MI)
 AB3587'EAST OF MILLEN. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3587'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 301 (STATE ROUTE
 AB3587'73) AND STATE ROUTE 24 ABOUT 9.65 KM (6 MI) NORTH OF SYLVANIA, GO
 AB3587'NORTHWEST ALONG STATE ROUTE 24 FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 AB3587'DIRT COUNTY ROAD 124 TO THE RIGHT, AND PAVED COUNTY ROAD 194 TO THE
 AB3587'LEFT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 24 FOR 1.45 KM (0.9
 AB3587'MI) TO THE STATION ON THE RIGHT NEAR A FENCE.
 AB3587'THE STATION IS A STANDARD GADT DISK STAMPED---124-204 1981---, SET
 AB3587'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3587'5.1 CM BELOW THE GROUND.  IT IS LOCATED 16.61 METERS (54.50 FT)
 AB3587'EAST-NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 31.39 METERS (103.0
 AB3587'FT) NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST
 AB3587'SIDE OF THE ROAD, 30.05 METERS (98.60 FT) WEST-SOUTHWEST FROM A 6 INCH
 AB3587'TWIN PECAN TREE ON THE NORTH (EAST) SIDE OF THE FENCE, AND 0.65 METER
 AB3587'(2.10 FT) WEST-SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3587'A STANDARD GADT DISK STAMPED---124-204 1981---, SET INTO AN IRREGULAR
 AB3587'MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB3587'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-204
 AB3587'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3587'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 14.93 METERS
 AB3587'(49.00 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 38.70 METERS
 AB3587'(127.0 FT) NORTH FROM THE UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 AB3587'WEST SIDE OF THE ROAD, AND 1.92 METERS (6.30 FT) SOUTHWEST FROM A
 AB3587'WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3587'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-204 1981
 AB3587'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3587'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 15.69 METERS
 AB3587'(51.50 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 12.95
 AB3587'METERS (42.50 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A
 AB3587'TRANSFORMER, 13.10 METERS (43.00 FT) EAST-NORTHEAST FROM A 10 INCH
 AB3587'PINE TREE, AND 0.67 METER (2.2 FT) SOUTH-SOUTHEAST FROM A WITNESS
 AB3587'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-204
 AB3587'1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW
 AB3587'GROUND. TO REACH AZIMUTH MARK FROM THE STATION PROCEED GOING WEST
 AB3587'ALONG STATE ROUTE 24 FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT NEAR
 AB3587'A POWER POLE.
 AB3587'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3587'GA.  1975.  REVISED AUGUST 1976.
 AB3587'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3588 ***********************************************************************
 AB3588  DESIGNATION -  BV 124 204 AZ MK
 AB3588  PID         -  AB3588
 AB3588  STATE/COUNTY-  GA/SCREVEN
 AB3588  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3588
 AB3588                         *CURRENT SURVEY CONTROL
 AB3588  ___________________________________________________________________
 AB3588* NAD 83(1994)-  32 51 35.30331(N)    081 38 27.08113(W)     ADJUSTED  
 AB3588* NAVD 88     -        72.1    (meters)     237.     (feet)  VERTCON   
 AB3588  ___________________________________________________________________
 AB3588  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AB3588  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB3588
 AB3588  HORZ ORDER  -  SECOND
 AB3588
 AB3588.The horizontal coordinates were established by classical geodetic methods
 AB3588.and adjusted by the National Geodetic Survey in September 1997..
 AB3588
 AB3588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3588
 AB3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3588
 AB3588.The geoid height was determined by GEOID03.
 AB3588
 AB3588;                    North         East     Units Scale Factor Converg.
 AB3588;SPC GA E     -   317,177.548   249,211.640   MT  0.99992985   +0 17 07.1
 AB3588;SPC GA E     - 1,040,606.67    817,621.86   sFT  0.99992985   +0 17 07.1
 AB3588;UTM  17      - 3,635,927.203   440,038.898   MT  0.99964433   -0 20 51.8
 AB3588
 AB3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3588!SPC GA E     -   0.99999345  x   0.99992985  =   0.99992330
 AB3588!UTM  17      -   0.99999345  x   0.99964433  =   0.99963778
 AB3588
 AB3588                          SUPERSEDED SURVEY CONTROL
 AB3588
 AB3588  NAD 83(1986)-  32 51 35.30342(N)    081 38 27.07708(W) AD(       ) 2
 AB3588  NGVD 29 (05/08/96)   72.3    (m)          237.     (f) VERT ANG       
 AB3588
 AB3588.Superseded values are not recommended for survey control.
 AB3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3588.See file dsdata.txt to determine how the superseded data were derived.
 AB3588
 AB3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4003935927(NAD 83)
 AB3588_MARKER: DD = SURVEY DISK
 AB3588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3588
 AB3588  HISTORY     - Date     Condition        Report By
 AB3588  HISTORY     - 1981     MONUMENTED       GADT
 AB3588
 AB3588                          STATION DESCRIPTION
 AB3588
 AB3588'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3588'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTH-SOUTHEAST OF
 AB3588'HILLTONIA, 12.1 KM (7-1/2 MI) NORTH OF SYLVANIA, AND 29 KM (18 MI)
 AB3588'EAST OF MILLEN. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3588'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 301 (STATE ROUTE
 AB3588'73) AND STATE ROUTE 24 ABOUT 9.65 KM (6 MI) NORTH OF SYLVANIA, GO
 AB3588'NORTHWEST ALONG STATE ROUTE 24 FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 AB3588'DIRT COUNTY ROAD 124 TO THE RIGHT AND PAVED COUNTY ROAD 194 TO THE
 AB3588'LEFT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 24 FOR 1.95 KM (1.2
 AB3588'MI) TO THE MARK ON THE LEFT NEAR A POWER POLE.
 AB3588'THE STATION IS A STANDARD GADT DISK STAMPED---124-204 1981 AZ MK---,
 AB3588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3588'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 15.69 METERS (51.50
 AB3588'FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 12.95 METERS
 AB3588'(42.50 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A TRANSFORMER, 13.10
 AB3588'METERS (43.00 FT) EAST-NORTHEAST FROM A 10 INCH PINE TREE, AND 0.67
 AB3588'METER (2.20 FT) SOUTH-SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND
 AB3588'MARK IS A STANDARD GADT DISK STAMPED---124-204 1981 AZ MK---, SET INTO
 AB3588'AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB3588'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3588'GA.  1975.  REVISED AUGUST 1976.
 AB3588'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3589 ***********************************************************************
 AB3589  DESIGNATION -  BV 124 204 RM 1
 AB3589  PID         -  AB3589
 AB3589  STATE/COUNTY-  GA/SCREVEN
 AB3589  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3589
 AB3589                         *CURRENT SURVEY CONTROL
 AB3589  ___________________________________________________________________
 AB3589* NAD 83(1994)-  32 51 22.76568(N)    081 38 18.17314(W)     ADJUSTED  
 AB3589* NAVD 88     -        69.25   (+/-2cm)     227.2    (feet)  VERTCON   
 AB3589  ___________________________________________________________________
 AB3589  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB3589  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB3589
 AB3589  HORZ ORDER  -  SECOND
 AB3589  VERT ORDER  -  THIRD (See Below)
 AB3589
 AB3589.The horizontal coordinates were established by classical geodetic methods
 AB3589.and adjusted by the National Geodetic Survey in September 1997..
 AB3589
 AB3589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3589.The vertical order pertains to the NGVD 29 superseded value.
 AB3589
 AB3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3589
 AB3589.The geoid height was determined by GEOID03.
 AB3589
 AB3589;                    North         East     Units Scale Factor Converg.
 AB3589;SPC GA E     -   316,792.501   249,445.162   MT  0.99993014   +0 17 11.8
 AB3589;SPC GA E     - 1,039,343.40    818,388.00   sFT  0.99993014   +0 17 11.8
 AB3589;UTM  17      - 3,635,539.710   440,268.087   MT  0.99964399   -0 20 46.9
 AB3589
 AB3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3589!SPC GA E     -   0.99999389  x   0.99993014  =   0.99992403
 AB3589!UTM  17      -   0.99999389  x   0.99964399  =   0.99963788
 AB3589
 AB3589                          SUPERSEDED SURVEY CONTROL
 AB3589
 AB3589  NAD 83(1986)-  32 51 22.76577(N)    081 38 18.16916(W) AD(       ) 2
 AB3589  NGVD 29 (05/08/96)   69.50   (m)          228.0    (f) LEVELING    3  
 AB3589
 AB3589.Superseded values are not recommended for survey control.
 AB3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3589.See file dsdata.txt to determine how the superseded data were derived.
 AB3589
 AB3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4026835540(NAD 83)
 AB3589_MARKER: DD = SURVEY DISK
 AB3589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3589
 AB3589  HISTORY     - Date     Condition        Report By
 AB3589  HISTORY     - 1981     MONUMENTED       GADT
 AB3589
 AB3589                          STATION DESCRIPTION
 AB3589
 AB3589'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3589'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI) SOUTH-SOUTHEAST OF
 AB3589'HILLTONIA, 11.7 KM (7-1/4 MI) NORTH OF SYLVANIA, AND 29 KM (18 MI)
 AB3589'EAST OF MILLEN. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3589'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 301 (STATE ROUTE
 AB3589'73) AND STATE ROUTE 24 ABOUT 9.65 KM (6 MI) NORTH OF SYLVANIA, GO
 AB3589'NORTHWEST ALONG STATE ROUTE 24 FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 AB3589'DIRT COUNTY ROAD 124 TO THE RIGHT, AND PAVED COUNTY ROAD 194 TO THE
 AB3589'LEFT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 24 FOR 1.45 KM (0.9
 AB3589'MI) TO THE STATION ON THE RIGHT NEAR A FENCE.
 AB3589'THE STATION IS A STANDARD GADT DISK STAMPED---124-204 1981 RM 1---,
 AB3589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3589'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 14.93 METERS (49.00
 AB3589'FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 38.70 METERS (127.0
 AB3589'FT) NORTH FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST
 AB3589'SIDE OF THE ROAD, AND 1.92 METER (6.30 FT) SOUTHWEST FROM A WITNESS
 AB3589'POST.
 AB3589'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3589'GA.  1975.  REVISED AUGUST 1976.
 AB3589'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3590 ***********************************************************************
 AB3590  DESIGNATION -  BV 124 205
 AB3590  PID         -  AB3590
 AB3590  STATE/COUNTY-  GA/SCREVEN
 AB3590  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3590
 AB3590                         *CURRENT SURVEY CONTROL
 AB3590  ___________________________________________________________________
 AB3590* NAD 83(1994)-  32 51 51.09875(N)    081 42 00.79108(W)     ADJUSTED  
 AB3590* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AB3590  ___________________________________________________________________
 AB3590  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AB3590  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 AB3590
 AB3590  HORZ ORDER  -  SECOND
 AB3590
 AB3590.The horizontal coordinates were established by classical geodetic methods
 AB3590.and adjusted by the National Geodetic Survey in September 1997..
 AB3590
 AB3590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3590
 AB3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3590
 AB3590.The geoid height was determined by GEOID03.
 AB3590
 AB3590;                    North         East     Units Scale Factor Converg.
 AB3590;SPC GA E     -   317,637.998   243,653.457   MT  0.99992349   +0 15 11.2
 AB3590;SPC GA E     - 1,042,117.33    799,386.38   sFT  0.99992349   +0 15 11.2
 AB3590;UTM  17      - 3,636,448.891   434,487.686   MT  0.99965292   -0 22 48.0
 AB3590
 AB3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3590!SPC GA E     -   0.99999398  x   0.99992349  =   0.99991747
 AB3590!UTM  17      -   0.99999398  x   0.99965292  =   0.99964690
 AB3590
 AB3590                          SUPERSEDED SURVEY CONTROL
 AB3590
 AB3590  NAD 83(1986)-  32 51 51.10035(N)    081 42 00.78741(W) AD(       ) 2
 AB3590  NGVD 29 (05/08/96)   68.8    (m)          226.     (f) VERT ANG       
 AB3590
 AB3590.Superseded values are not recommended for survey control.
 AB3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3590.See file dsdata.txt to determine how the superseded data were derived.
 AB3590
 AB3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3448836449(NAD 83)
 AB3590_MARKER: DD = SURVEY DISK
 AB3590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3590
 AB3590  HISTORY     - Date     Condition        Report By
 AB3590  HISTORY     - 1981     MONUMENTED       GADT
 AB3590
 AB3590                          STATION DESCRIPTION
 AB3590
 AB3590'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3590'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) WEST-SOUTHWEST OF
 AB3590'HILLTONIA, 14.1 KM (8.75 MI) NORTH-NORTHWEST OF SYLVANIA, AND 23.35 KM
 AB3590'(14.5 MI) EAST-NORTHEAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF
 AB3590'WAY.
 AB3590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3590'ROUTE 73 ) WITH THE JUNCTION OF STATE ROUTE 24 TO THE NORTHWEST,
 AB3590'LOCATED ABOUT 9.65 KM (6 MI) NORTH OF SYLVANIA, GO NORTH ALONG STATE
 AB3590'ROUTE 24 FOR 1.75 KM (1.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 194
 AB3590'TO THE LEFT AND DIRT COUNTY ROAD 124 TO THE RIGHT.  TURN LEFT GOING
 AB3590'WEST ALONG COUNTY ROAD 194 FOR 3.6 KM (2.25 MI) TO ITS TERMINATION AT
 AB3590'THE JUNCTION OF PAVED COUNTY ROAD 90717 TO THE LEFT AND STRAIGHT
 AB3590'AHEAD.  CONTINUE GOING AHEAD NORTHWESTERLY ALONG COUNTY ROAD 90717 FOR
 AB3590'3.85 KM (2.4 MI) TO ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY
 AB3590'ROAD 91476 CROSSING, AND THE STATION ON THE LEFT.
 AB3590'THE STATION IS A STANDARD GADT DISK STAMPED---124-205 1981---, SET
 AB3590'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3590'WITH GROUND.  IT IS LOCATED 13.72 METERS (45.00 FT) SOUTH FROM THE
 AB3590'CENTERLINE OF COUNTY ROAD 91476, 23.47 METERS (77.00 FT) SOUTHEAST
 AB3590'FROM THE JUNCTION OF THE CENTERLINES OF COUNTY ROAD 91476 AND COUNTY
 AB3590'ROAD 90717, 51.21 METERS (168.0 FT) SOUTH-SOUTHEAST FROM AN
 AB3590'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF COUNTY ROAD
 AB3590'91476, 41.94 METERS (137.6 FT) WEST-SOUTHWEST FROM A RIGHT OF WAY
 AB3590'MARKER ON THE EAST SIDE OF COUNTY ROAD 90717, 6.91 METERS (22.60 FT)
 AB3590'WEST-NORTHWEST FROM A POWER POLE, AND 1.04 METERS (3.40 FT) NORTHEAST
 AB3590'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3590'STAMPED---124-205 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3590'METERS BELOW THE SURFACE.
 AB3590'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-205
 AB3590'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3590'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 9.90 METERS
 AB3590'(32.50 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 90717, 23.90
 AB3590'METERS (78.40 FT) SOUTH-SOUTHWEST FROM THE RIGHT OF WAY MARKER, 46.02
 AB3590'METERS (151.0 FT) SOUTHWEST FROM A 24 INCH CEDAR TREE ON THE EAST SIDE
 AB3590'OF COUNTY ROAD 90717, 17.55 METERS (57.60 FT) EAST-NORTHEAST FROM THE
 AB3590'POWER POLE, AND 1.04 METERS (3.40 FT) EAST FROM A WITNESS POST. MARK
 AB3590'IS 0.61 METER BELOW THE STATION.
 AB3590'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-205 1981
 AB3590'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3590'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 16.6 METERS (54.50 FT)
 AB3590'SOUTH-SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 91476, 16.37 METERS
 AB3590'(53.70 FT) WEST FROM A POWER POLE, 8.39 METERS (27.50 FT)
 AB3590'NORTH-NORTHEAST FROM AN 8 INCH OAK TREE, 16.67 METERS (54.70 FT)
 AB3590'WEST-NORTHWEST FROM A 15 INCH PINE TREE, AND 1.15 METERS (3.80 FT)
 AB3590'WEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3590'STAMPED---124-205 1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3590'0.91 METER BELOW THE SURFACE OF THE GROUND. TO REACH AZIMUTH MARK FROM
 AB3590'THE STATION PROCEED WEST ALONG COUNTY ROAD 91476 FOR 0.9 KM (0.55 MI)
 AB3590'TO THE AZIMUTH MARK ON THE LEFT ON TOP OF AN 8 FOOT CUT BANK.
 AB3590'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3590'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3590'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3591 ***********************************************************************
 AB3591  DESIGNATION -  BV 124 205 AZ MK
 AB3591  PID         -  AB3591
 AB3591  STATE/COUNTY-  GA/SCREVEN
 AB3591  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3591
 AB3591                         *CURRENT SURVEY CONTROL
 AB3591  ___________________________________________________________________
 AB3591* NAD 83(1994)-  32 51 55.27142(N)    081 42 32.65177(W)     ADJUSTED  
 AB3591* NAVD 88     -        52.6    (meters)     173.     (feet)  VERTCON   
 AB3591  ___________________________________________________________________
 AB3591  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AB3591  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AB3591
 AB3591  HORZ ORDER  -  SECOND
 AB3591
 AB3591.The horizontal coordinates were established by classical geodetic methods
 AB3591.and adjusted by the National Geodetic Survey in September 1997..
 AB3591
 AB3591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3591
 AB3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3591
 AB3591.The geoid height was determined by GEOID03.
 AB3591
 AB3591;                    North         East     Units Scale Factor Converg.
 AB3591;SPC GA E     -   317,762.906   242,824.628   MT  0.99992261   +0 14 54.0
 AB3591;SPC GA E     - 1,042,527.13    796,667.13   sFT  0.99992261   +0 14 54.0
 AB3591;UTM  17      - 3,636,582.914   433,660.511   MT  0.99965426   -0 23 05.3
 AB3591
 AB3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3591!SPC GA E     -   0.99999649  x   0.99992261  =   0.99991910
 AB3591!UTM  17      -   0.99999649  x   0.99965426  =   0.99965075
 AB3591
 AB3591                          SUPERSEDED SURVEY CONTROL
 AB3591
 AB3591  NAD 83(1986)-  32 51 55.27322(N)    081 42 32.64806(W) AD(       ) 2
 AB3591  NGVD 29 (05/08/96)   52.8    (m)          173.     (f) VERT ANG       
 AB3591
 AB3591.Superseded values are not recommended for survey control.
 AB3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3591.See file dsdata.txt to determine how the superseded data were derived.
 AB3591
 AB3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3366136583(NAD 83)
 AB3591_MARKER: DD = SURVEY DISK
 AB3591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3591
 AB3591  HISTORY     - Date     Condition        Report By
 AB3591  HISTORY     - 1981     MONUMENTED       GADT
 AB3591
 AB3591                          STATION DESCRIPTION
 AB3591
 AB3591'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3591'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) WEST-SOUTHWEST OF
 AB3591'HILLTONIA, 14.50 KM (9 MI) NORTH-NORTHWEST OF SYLVANIA, AND 22.55 KM
 AB3591'(14 MI) EAST-NORTHEAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF
 AB3591'WAY.
 AB3591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3591'ROUTE 73) WITH THE JUNCTION OF STATE ROUTE 24 TO THE NORTHWEST,
 AB3591'LOCATED ABOUT 9.65 KM (6 MI) NORTH OF SYLVANIA, GO NORTH ALONG STATE
 AB3591'ROUTE 24 FOR 1.75 KM (1.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 194
 AB3591'TO THE LEFT AND DIRT COUNTY ROAD 124 TO THE RIGHT.  TURN LEFT GOING
 AB3591'WEST ALONG COUNTY ROAD 194 FOR 3.6 KM (2.25 MI) TO ITS TERMINATION AT
 AB3591'THE JUNCTION OF PAVED COUNTY ROAD 90717 TO THE LEFT AND STRAIGHT
 AB3591'AHEAD.  CONTINUE GOING AHEAD NORTHWESTERLY ALONG COUNTY ROAD 90717 FOR
 AB3591'3.85 KM (2.4 MI) TO ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY
 AB3591'ROAD 91476 CROSSING.  TURN LEFT GOING WEST ALONG COUNTY ROAD 91476 FOR
 AB3591'0.9 KM (0.55 MI) TO THE STATION ON THE LEFT ON TOP OF AN 8 FOOT CUT
 AB3591'BANK.
 AB3591'THE STATION IS A STANDARD GADT DISK STAMPED---124-205 1981 AZ MK---,
 AB3591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3591'FLUSH WITH GROUND.  IT IS LOCATED 16.60 METERS (54.50 FT)
 AB3591'SOUTH-SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 91476, 16.37 METERS
 AB3591'(53.70 FT) WEST FROM A POWER POLE, 8.39 METERS (27.50 FT)
 AB3591'NORTH-NORTHEAST FROM AN 8 INCH OAK TREE, 16.67 METERS (54.70 FT)
 AB3591'WEST-NORTHWEST FROM A 15 INCH PINE TREE, AND 1.15 METERS (3.80 FT)
 AB3591'WEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3591'STAMPED---124-205 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3591'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3591'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3591'GEORGIA  1975.  REVISED AUGUST 1976.
 AB3591'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3592 ***********************************************************************
 AB3592  DESIGNATION -  BV 124 205 RM 1
 AB3592  PID         -  AB3592
 AB3592  STATE/COUNTY-  GA/SCREVEN
 AB3592  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3592
 AB3592                         *CURRENT SURVEY CONTROL
 AB3592  ___________________________________________________________________
 AB3592* NAD 83(1994)-  32 51 50.79662(N)    081 41 59.94430(W)     ADJUSTED  
 AB3592* NAVD 88     -        68.09   (+/-2cm)     223.4    (feet)  VERTCON   
 AB3592  ___________________________________________________________________
 AB3592  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AB3592  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 AB3592
 AB3592  HORZ ORDER  -  SECOND
 AB3592  VERT ORDER  -  THIRD (See Below)
 AB3592
 AB3592.The horizontal coordinates were established by classical geodetic methods
 AB3592.and adjusted by the National Geodetic Survey in September 1997..
 AB3592
 AB3592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3592.The vertical order pertains to the NGVD 29 superseded value.
 AB3592
 AB3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3592
 AB3592.The geoid height was determined by GEOID03.
 AB3592
 AB3592;                    North         East     Units Scale Factor Converg.
 AB3592;SPC GA E     -   317,628.788   243,675.512   MT  0.99992351   +0 15 11.7
 AB3592;SPC GA E     - 1,042,087.12    799,458.74   sFT  0.99992351   +0 15 11.7
 AB3592;UTM  17      - 3,636,439.441   434,509.632   MT  0.99965288   -0 22 47.5
 AB3592
 AB3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3592!SPC GA E     -   0.99999406  x   0.99992351  =   0.99991757
 AB3592!UTM  17      -   0.99999406  x   0.99965288  =   0.99964694
 AB3592
 AB3592                          SUPERSEDED SURVEY CONTROL
 AB3592
 AB3592  NAD 83(1986)-  32 51 50.79821(N)    081 41 59.94064(W) AD(       ) 2
 AB3592  NGVD 29 (05/08/96)   68.33   (m)          224.2    (f) LEVELING    3  
 AB3592
 AB3592.Superseded values are not recommended for survey control.
 AB3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3592.See file dsdata.txt to determine how the superseded data were derived.
 AB3592
 AB3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3451036439(NAD 83)
 AB3592_MARKER: DD = SURVEY DISK
 AB3592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3592
 AB3592  HISTORY     - Date     Condition        Report By
 AB3592  HISTORY     - 1981     MONUMENTED       GADT
 AB3592
 AB3592                          STATION DESCRIPTION
 AB3592
 AB3592'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3592'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) WEST-SOUTHWEST OF
 AB3592'HILLTONIA, 14.1 KM (8.75 MI) NORTH-NORTHWEST OF SYLVANIA, AND 23.35 KM
 AB3592'(14.5 MI) EAST-NORTHEAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF
 AB3592'WAY.
 AB3592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH THE
 AB3592'JUNCTION OF STATE ROUTE 24 TO THE NORTHWEST, LOCATED ABOUT 9.65 KM (6
 AB3592'MI) NORTH OF SYLVANIA, GO NORTH ALONG STATE ROUTE 24 FOR 1.75 KM (1.1
 AB3592'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 194 TO THE LEFT AND DIRT
 AB3592'COUNTY ROAD 124 TO THE RIGHT.  TURN LEFT GOING WEST ALONG COUNTY ROAD
 AB3592'194 FOR 3.6 KM (2.25 MI) TO ITS TERMINATION AT THE JUNCTION OF PAVED
 AB3592'COUNTY ROAD 90717 TO THE LEFT AND STRAIGHT AHEAD.  CONTINUE AHEAD
 AB3592'GOING NORTHWESTERLY ALONG COUNTY ROAD 90717 FOR 3.85 KM (2.4 MI) TO
 AB3592'ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91476 CROSSING
 AB3592'AND THE STATION ON THE LEFT.
 AB3592'THE STATION IS A STANDARD GADT DISK STAMPED---124-205 1981 RM 1---,
 AB3592'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3592'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 9.9 METERS (32.50 FT)
 AB3592'SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 90717, 23.90 METERS
 AB3592'(78.40 FT) SOUTH-SOUTHWEST FROM A RIGHT OF WAY MARKER, 46.02 METERS
 AB3592'(151.0 FT) SOUTHWEST FROM A 24 INCH CEDAR TREE ON THE EAST SIDE OF
 AB3592'COUNTY ROAD 90717, 17.55 METERS (57.60 FT) EAST-NORTHEAST FROM A POWER
 AB3592'POLE, AND 1.04 METERS (3.40 FT) EAST FROM A WITNESS POST.
 AB3592'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3592'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3592'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3593 ***********************************************************************
 AB3593  DESIGNATION -  BV 124 206
 AB3593  PID         -  AB3593
 AB3593  STATE/COUNTY-  GA/SCREVEN
 AB3593  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3593
 AB3593                         *CURRENT SURVEY CONTROL
 AB3593  ___________________________________________________________________
 AB3593* NAD 83(1994)-  32 47 46.63648(N)    081 39 09.37110(W)     ADJUSTED  
 AB3593* NAVD 88     -        58.0    (meters)     190.     (feet)  VERTCON   
 AB3593  ___________________________________________________________________
 AB3593  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AB3593  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 AB3593
 AB3593  HORZ ORDER  -  SECOND
 AB3593
 AB3593.The horizontal coordinates were established by classical geodetic methods
 AB3593.and adjusted by the National Geodetic Survey in September 1997..
 AB3593
 AB3593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3593
 AB3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3593
 AB3593.The geoid height was determined by GEOID03.
 AB3593
 AB3593;                    North         East     Units Scale Factor Converg.
 AB3593;SPC GA E     -   310,128.423   248,146.444   MT  0.99992857   +0 16 42.4
 AB3593;SPC GA E     - 1,017,479.67    814,127.13   sFT  0.99992857   +0 16 42.4
 AB3593;UTM  17      - 3,628,892.265   438,896.278   MT  0.99964604   -0 21 12.6
 AB3593
 AB3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3593!SPC GA E     -   0.99999564  x   0.99992857  =   0.99992421
 AB3593!UTM  17      -   0.99999564  x   0.99964604  =   0.99964168
 AB3593
 AB3593                          SUPERSEDED SURVEY CONTROL
 AB3593
 AB3593  NAD 83(1986)-  32 47 46.63675(N)    081 39 09.36838(W) AD(       ) 2
 AB3593  NGVD 29 (05/08/96)   58.3    (m)          191.     (f) VERT ANG       
 AB3593
 AB3593.Superseded values are not recommended for survey control.
 AB3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3593.See file dsdata.txt to determine how the superseded data were derived.
 AB3593
 AB3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3889628892(NAD 83)
 AB3593_MARKER: DD = SURVEY DISK
 AB3593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3593
 AB3593  HISTORY     - Date     Condition        Report By
 AB3593  HISTORY     - 1981     MONUMENTED       GADT
 AB3593
 AB3593                          STATION DESCRIPTION
 AB3593
 AB3593'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3593'THE STATION IS LOCATED ABOUT 5.25 KM (3.75 MI) NORTH-NORTHWEST FROM
 AB3593'SYLVANIA, 9.65 KM (6 MI) SOUTH FROM HILLTONIA, AND 26.95 KM (16.75 MI)
 AB3593'EAST-SOUTHEAST FROM MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3593'TO RECH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE ROUTE
 AB3593'73) AND STATE ROUTE 24 TO THE EAST, ABOUT 8.85 KM (5.5 MI) NORTH FROM
 AB3593'SYLVANIA, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 3.05 KM (1.9 MI) TO THE
 AB3593'JUNCTION OF PAVED COUNTY ROAD 199 TO THE RIGHT.  TURN RIGHT GOING
 AB3593'NORTH ALONG COUNTY ROAD 199 FOR 1.9 KM (1.2 MI) TO ITS TERMINATION AT
 AB3593'THE JUNCTION OF PAVED COUNTY ROAD 90717.  TURN RIGHT GOING
 AB3593'NORTHWESTERLY ALONG COUNTY ROAD 90717 FOR 0.5 KM (0.3 MI) TO THE
 AB3593'STATION ON THE RIGHT NEAR A FENCE.
 AB3593'THE STATION IS A STANDARD GADT DISK STAMPED---124-206 1981---, SET
 AB3593'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER AND
 AB3593'FLUSH WITH THE SURFACE OF THE GROUND. IT IS LOCATED 10.00 METERS (33
 AB3593'FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 43.13 METERS (141.5 FT)
 AB3593'NORTHWEST FROM A POWER POLE ON THE EAST SIDE OF THE ROAD, 39.02 METERS
 AB3593'(128 FT) SOUTH-SOUTHEAST FROM ANOTHER POWER POLE ON THE EAST SIDE OF
 AB3593'THE ROAD, 51.27 METERS (168.2 FT) EAST-SOUTHEAST FROM A 4 FOOT PECAN
 AB3593'TREE ON THE WEST SIDE OF THE ROAD, AND 0.6 METER (2 FT) SOUTHEAST FROM
 AB3593'A WITNESS POST SET AT A FENCE.
 AB3593'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-206
 AB3593'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3593'SURFACE.
 AB3593'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---124-206 1981 RM
 AB3593'1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3593'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND. IT IS LOCATED 9.5
 AB3593'METERS (31 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 16.95
 AB3593'METERS (55.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE EAST SIDE OF
 AB3593'THE ROAD, 32.15 METERS (105.5 FT) EAST-SOUTHEAST FROM THE 4 FOOT PECAN
 AB3593'TREE, AND 1.5 METERS (3.05 FT) SOUTHEAST FROM A WITNESS POST SET AT A
 AB3593'FENCE.
 AB3593'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---124-206 1981 AZ
 AB3593'MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3593'DIAMETER AND RECESSED 1 INCH (2.54 CM) BELOW THE GROUND. IT IS LOCATED
 AB3593'13.40 METERS (44 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD, 29.56
 AB3593'METERS (97 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A 15 INCH
 AB3593'CONCRETE PIPE UNDER THE NORTH END OF A CIRCULAR DRIVEWAY ON THE EAST
 AB3593'SIDE OF THE ROAD, 21.95 METERS (72 FT) WEST-SOUTHWEST FROM THE NORTH
 AB3593'END OF A 15 INCH CONCRETE PIPE UNDER THE SOUTHERN MOST END OF A
 AB3593'CIRCULAR DRIVEWAY ON THE EAST SIDE OF THE ROAD, 33.53 METERS (110 FT)
 AB3593'SOUTH-SOUTHEAST FROM A STUB POLE ON THE WEST SIDE OF THE ROAD, AND
 AB3593'1.07 METERS (3.5 FT) NORTHEAST FROM A WITNESS POST SET AT A FENCE.
 AB3593'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-206 1981 AZ
 AB3593'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3593'SURFACE OF THE GROUND.
 AB3593'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED GOING NORTHWEST
 AB3593'ALONG COUNTY ROAD 90717 FOR 0.9 KM (0.55 MI) TO THE AZIMUTH MARK ON
 AB3593'THE LEFT NEAR BY A FENCE CORNER.
 AB3593'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3593'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3593'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3594 ***********************************************************************
 AB3594  DESIGNATION -  BV 124 206 AZ MK
 AB3594  PID         -  AB3594
 AB3594  STATE/COUNTY-  GA/SCREVEN
 AB3594  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3594
 AB3594                         *CURRENT SURVEY CONTROL
 AB3594  ___________________________________________________________________
 AB3594* NAD 83(1994)-  32 48 09.37768(N)    081 39 29.78125(W)     ADJUSTED  
 AB3594* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 AB3594  ___________________________________________________________________
 AB3594  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AB3594  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AB3594
 AB3594  HORZ ORDER  -  SECOND
 AB3594
 AB3594.The horizontal coordinates were established by classical geodetic methods
 AB3594.and adjusted by the National Geodetic Survey in September 1997..
 AB3594
 AB3594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3594
 AB3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3594
 AB3594.The geoid height was determined by GEOID03.
 AB3594
 AB3594;                    North         East     Units Scale Factor Converg.
 AB3594;SPC GA E     -   310,826.359   247,612.075   MT  0.99992794   +0 16 31.5
 AB3594;SPC GA E     - 1,019,769.48    812,373.95   sFT  0.99992794   +0 16 31.5
 AB3594;UTM  17      - 3,629,595.854   438,369.789   MT  0.99964683   -0 21 23.9
 AB3594
 AB3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3594!SPC GA E     -   0.99999802  x   0.99992794  =   0.99992596
 AB3594!UTM  17      -   0.99999802  x   0.99964683  =   0.99964485
 AB3594
 AB3594                          SUPERSEDED SURVEY CONTROL
 AB3594
 AB3594  NAD 83(1986)-  32 48 09.37802(N)    081 39 29.77837(W) AD(       ) 2
 AB3594  NGVD 29 (05/08/96)   43.1    (m)          141.     (f) VERT ANG       
 AB3594
 AB3594.Superseded values are not recommended for survey control.
 AB3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3594.See file dsdata.txt to determine how the superseded data were derived.
 AB3594
 AB3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3837029596(NAD 83)
 AB3594_MARKER: DD = SURVEY DISK
 AB3594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3594
 AB3594  HISTORY     - Date     Condition        Report By
 AB3594  HISTORY     - 1981     MONUMENTED       GADT
 AB3594
 AB3594                          STATION DESCRIPTION
 AB3594
 AB3594'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3594'THE STATION IS LOCATED ABOUT 6.05 KM (3.75 MI) NORTH-NORTHWEST OF
 AB3594'SYLVANIA, 9.25 KM (5.75 MI) SOUTH OF HILLTONIA, AND 26.55 KM (16.5 MI)
 AB3594'EAST-SOUTHEAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3594'ROUTE 73) WITH STATE ROUTE 24 TO THE EAST LOCATED ABOUT 8.85 KM (5.5
 AB3594'MI) NORTH OF SYLVANIA, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 3.05 KM
 AB3594'(1.9 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 199 TO THE RIGHT.  TURN
 AB3594'RIGHT GOING WEST ALONG COUNTY ROAD 199 FOR 1.95 KM (1.2 MI) TO ITS
 AB3594'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 90717.  TURN RIGHT
 AB3594'GOING NORTHWESTERLY ALONG COUNTY ROAD 90717 FOR 1.4 KM (0.85 MI) TO
 AB3594'THE STATION ON THE RIGHT NEAR A FENCE.
 AB3594'THE STATION IS A STANDARD GADT DISK STAMPED---124-206 1981 AZ MK---,
 AB3594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3594'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.40 METERS (44.00
 AB3594'FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 90717, 29.56 METERS
 AB3594'(97.00 FT) SOUTH-SOUTHWEST FROM THE SOUTHEND OF A 15 INCH CONCRETE
 AB3594'PIPE UNDER THE NORTHERN MOST ENTRANCE OF A CIRCULAR DRIVE ON THE NORTH
 AB3594'SIDE OF THE ROAD, 21.95 METERS (72.00 FT) WEST-SOUTHWEST FROM THE
 AB3594'NORTH END OF A 15 INCH CONCRETE PIPE UNDER THE SOUTHERN MOST ENTRANCE
 AB3594'OF THE CIRCULAR DRIVE, 33.53 METERS (110.0 FT) SOUTH-SOUTHEAST FROM A
 AB3594'STUB POLE ON THE WEST SIDE OF THE ROAD, AND 1.07 METERS (3.5 FT)
 AB3594'NORTHEAST FROM A WITNESS POST SET AT A FENCE LINE. THE UNDERGROUND
 AB3594'MARK IS A STANDARD GADT DISK STAMPED---124-206 1981 AZ MK---, SET INTO
 AB3594'AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3594'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3594'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3594'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3595 ***********************************************************************
 AB3595  DESIGNATION -  BV 124 206 RM 1
 AB3595  PID         -  AB3595
 AB3595  STATE/COUNTY-  GA/SCREVEN
 AB3595  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3595
 AB3595                         *CURRENT SURVEY CONTROL
 AB3595  ___________________________________________________________________
 AB3595* NAD 83(1994)-  32 47 47.20768(N)    081 39 09.88363(W)     ADJUSTED  
 AB3595* NAVD 88     -        57.60   (+/-2cm)     189.0    (feet)  VERTCON   
 AB3595  ___________________________________________________________________
 AB3595  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AB3595  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 AB3595
 AB3595  HORZ ORDER  -  SECOND
 AB3595  VERT ORDER  -  THIRD (See Below)
 AB3595
 AB3595.The horizontal coordinates were established by classical geodetic methods
 AB3595.and adjusted by the National Geodetic Survey in September 1997..
 AB3595
 AB3595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3595.The vertical order pertains to the NGVD 29 superseded value.
 AB3595
 AB3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3595
 AB3595.The geoid height was determined by GEOID03.
 AB3595
 AB3595;                    North         East     Units Scale Factor Converg.
 AB3595;SPC GA E     -   310,145.953   248,133.024   MT  0.99992856   +0 16 42.1
 AB3595;SPC GA E     - 1,017,537.18    814,083.10   sFT  0.99992856   +0 16 42.1
 AB3595;UTM  17      - 3,628,909.937   438,883.056   MT  0.99964606   -0 21 12.9
 AB3595
 AB3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3595!SPC GA E     -   0.99999571  x   0.99992856  =   0.99992427
 AB3595!UTM  17      -   0.99999571  x   0.99964606  =   0.99964177
 AB3595
 AB3595                          SUPERSEDED SURVEY CONTROL
 AB3595
 AB3595  NAD 83(1986)-  32 47 47.20795(N)    081 39 09.88091(W) AD(       ) 2
 AB3595  NGVD 29 (05/08/96)   57.84   (m)          189.8    (f) LEVELING    3  
 AB3595
 AB3595.Superseded values are not recommended for survey control.
 AB3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3595.See file dsdata.txt to determine how the superseded data were derived.
 AB3595
 AB3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3888328910(NAD 83)
 AB3595_MARKER: DD = SURVEY DISK
 AB3595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3595
 AB3595  HISTORY     - Date     Condition        Report By
 AB3595  HISTORY     - 1981     MONUMENTED       GADT
 AB3595
 AB3595                          STATION DESCRIPTION
 AB3595
 AB3595'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3595'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) NORTH-NORTHWEST OF
 AB3595'SYLVANIA, 9.65 KM (6 MI) SOUTH OF HILLTONIA, AND 26.95 KM (16.75 MI)
 AB3595'EAST-SOUTHEAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3595'ROUTE 73) WITH STATE ROUTE 24 TO THE EAST LOCATED ABOUT 8.85 KM (5.5
 AB3595'MI) NORTH OF SYLVANIA, GO SOUTH ALONG U.S. HIGHWAY 301 FOR 3.05 KM
 AB3595'(1.9 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 199 TO THE RIGHT.  TURN
 AB3595'RIGHT GOING WEST ALONG COUNTY ROAD 199 FOR 1.95 KM (1.2 MI) TO ITS
 AB3595'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 90717.  TURN RIGHT
 AB3595'GOING NORTWESTERLY ALONG COUNTY ROAD 90717 FOR 0.50 KM (0.3 MI) TO THE
 AB3595'STATION ON THE RIGHT NEAR A FENCE.
 AB3595'THE STATION IS A STANDARD GADT DISK STAMPED---124-206 1981 RM 1---,
 AB3595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3595'FLUSH WITH GROUND.  IT IS LOCATED 9.50 METERS (31.00 FT)
 AB3595'EAST-NORTHEAST FROM THE CENTERLINE OF THE COUNTY ROAD, 16.95 METERS
 AB3595'(55.60 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE EAST SIDE OF THE
 AB3595'ROAD, 32.15 METERS (105.5 FT) EAST-SOUTHEAST FROM A 4 FOOT PECAN TREE,
 AB3595'AND 1.5 METERS (3.05 FT) SOUTHEAST FROM A WITNESS POST SET AT A
 AB3595'FENCELINE.
 AB3595'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3595'GEORGIA  1975.  REVISE AUGUST 1976.
 AB3595'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3596 ***********************************************************************
 AB3596  DESIGNATION -  BV 124 207
 AB3596  PID         -  AB3596
 AB3596  STATE/COUNTY-  GA/SCREVEN
 AB3596  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3596
 AB3596                         *CURRENT SURVEY CONTROL
 AB3596  ___________________________________________________________________
 AB3596* NAD 83(1994)-  32 46 47.70721(N)    081 44 03.86096(W)     ADJUSTED  
 AB3596* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 AB3596  ___________________________________________________________________
 AB3596  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AB3596  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AB3596
 AB3596  HORZ ORDER  -  SECOND
 AB3596
 AB3596.The horizontal coordinates were established by classical geodetic methods
 AB3596.and adjusted by the National Geodetic Survey in September 1997..
 AB3596
 AB3596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3596
 AB3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3596
 AB3596.The geoid height was determined by GEOID03.
 AB3596
 AB3596;                    North         East     Units Scale Factor Converg.
 AB3596;SPC GA E     -   308,278.951   240,492.269   MT  0.99992021   +0 14 02.5
 AB3596;SPC GA E     - 1,011,411.86    789,015.05   sFT  0.99992021   +0 14 02.5
 AB3596;UTM  17      - 3,627,127.787   431,224.264   MT  0.99965832   -0 23 51.5
 AB3596
 AB3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3596!SPC GA E     -   0.99999176  x   0.99992021  =   0.99991197
 AB3596!UTM  17      -   0.99999176  x   0.99965832  =   0.99965008
 AB3596
 AB3596                          SUPERSEDED SURVEY CONTROL
 AB3596
 AB3596  NAD 83(1986)-  32 46 47.70588(N)    081 44 03.85598(W) AD(       ) 2
 AB3596  NGVD 29 (05/08/96)   82.8    (m)          272.     (f) VERT ANG       
 AB3596
 AB3596.Superseded values are not recommended for survey control.
 AB3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3596.See file dsdata.txt to determine how the superseded data were derived.
 AB3596
 AB3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3122427128(NAD 83)
 AB3596_MARKER: DD = SURVEY DISK
 AB3596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3596
 AB3596  HISTORY     - Date     Condition        Report By
 AB3596  HISTORY     - 1981     MONUMENTED       GADT
 AB3596
 AB3596                          STATION DESCRIPTION
 AB3596
 AB3596'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3596'THE STATION IS LOCATED ABOUT 10.05 KM (6-1/4 MI) WEST-NORTHWEST OF
 AB3596'SYLVANIA, 13.7 KM (8-1/2 MI) SOUTH-SOUTHWEST OF HILLTONIA, AND 15.3 KM
 AB3596'(9-1/2 MI) EAST-NORTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3596'RIGHT OF WAY.
 AB3596'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 BY PASS
 AB3596'(STATE ROUTE 73 LOOP) AND STATE ROUTE 21 IN SYLVANIA, GO
 AB3596'WEST-NORTHWEST ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE
 AB3596'JUNCTION OF DIRT COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG
 AB3596'STATE ROUTE 21 FOR 2.2 KM (1.35 MI) TO THE AZIMUTH MARK ON THE LEFT.
 AB3596'CONTINUE GOING WEST ALONG STATE ROUTE 21 FOR 0.65 KM (0.4 MI) TO THE
 AB3596'STATION ON THE LEFT.
 AB3596'THE STATION IS A STANDARD GADT DISK STAMPED---124-207 1981---, SET
 AB3596'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3596'2.5 CM BELOW THE GROUND.  IT IS LOCATED 15.10 METERS (49.50 FT) SOUTH
 AB3596'FROM THE CENTERLINE OF STATE ROUTE 21, 39.47 METERS (129.5 FT)
 AB3596'EAST-SOUTHEAST FROM THE EAST END OF AN 18 INCH SIDE DRAIN PIPE UNDER
 AB3596'PAVED COUNTY ROAD 187 TO THE SOUTH, 14.60 METERS (47.90 FT) NORTH FROM
 AB3596'A POWER POLE WITH A TRANSFORMER, AND 1.08 METERS (3.50 FT)
 AB3596'EAST-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3596'GADT DISK STAMPED---124-207 1981---, SET INTO AN IRREGULAR MASS OF
 AB3596'CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB3596'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-207 1981
 AB3596'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3596'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.32 METERS
 AB3596'(47.00 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 22.40 METERS
 AB3596'(73.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF PAVED COUNTY ROAD
 AB3596'187, 17.43 METERS (57.20 FT) SOUTHEAST FROM THE EAST END OF THE 18
 AB3596'INCH CONCRETE SIDE DRAIN PIPE UNDER COUNTY ROAD 187 TO THE SOUTH,
 AB3596'12.20 METERS (46.40 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 AB3596'PEDESTAL NUMBERED A-33 INDEPENDANT, AND 0.73 METER (2.40 FT)
 AB3596'EAST-NORTHEAST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3596'BV 124 18 GADT IS A STANDARD GADT DISK STAMPED---124-18---, SET INTO
 AB3596'THE TOP OF A ROUND CONCRETE MONUMENT 20.3 CM IN DIAMETER FLUSH WITH
 AB3596'GROUND.  IT IS LOCATED 14.63 METERS (48.00 FT) SOUTH FROM THE
 AB3596'CENTERLINE OF THE HIGHWAY, 30.30 METERS (99.40 FT) WEST FROM THE WEST
 AB3596'END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DIRT DRIVEWAY TO
 AB3596'THE SOUTH, 14.02 METERS (46.00 FT) NORTHWEST FROM A POWER POLE, AND
 AB3596'0.85 METER (2.80 FT) NORTH FROM A WITNESS POST.
 AB3596'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-207 1981
 AB3596'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3596'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 15.10 METERS
 AB3596'(49.50 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 33.71 METERS
 AB3596'(110.6 FT) WEST FROM THE WEST END OF THE 18 INCH CONCRETE SIDE DRAIN
 AB3596'PIPE UNDER THE DIRT DRIVEWAY TO THE SOUTH, 16.79 METERS (55.10 FT)
 AB3596'NORTHWEST FROM THE POWER POLE, AND 0.82 METER (2.70 FT) NORTH FROM A
 AB3596'WITNESS POST.
 AB3596'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-207 1981 AZ
 AB3596'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE
 AB3596'GROUND.
 AB3596'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3596'GA.  1975.  REVISED AUGUST 1976.
 AB3596'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3597 ***********************************************************************
 AB3597  DESIGNATION -  BV 124 207 AZ MK
 AB3597  PID         -  AB3597
 AB3597  STATE/COUNTY-  GA/SCREVEN
 AB3597  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3597
 AB3597                         *CURRENT SURVEY CONTROL
 AB3597  ___________________________________________________________________
 AB3597* NAD 83(1994)-  32 46 45.02818(N)    081 43 35.60387(W)     ADJUSTED  
 AB3597* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 AB3597  ___________________________________________________________________
 AB3597  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AB3597  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AB3597
 AB3597  HORZ ORDER  -  SECOND
 AB3597
 AB3597.The horizontal coordinates were established by classical geodetic methods
 AB3597.and adjusted by the National Geodetic Survey in September 1997..
 AB3597
 AB3597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3597
 AB3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3597
 AB3597.The geoid height was determined by GEOID03.
 AB3597
 AB3597;                    North         East     Units Scale Factor Converg.
 AB3597;SPC GA E     -   308,199.460   241,227.895   MT  0.99992095   +0 14 17.8
 AB3597;SPC GA E     - 1,011,151.06    791,428.52   sFT  0.99992095   +0 14 17.8
 AB3597;UTM  17      - 3,627,040.214   431,958.776   MT  0.99965708   -0 23 36.1
 AB3597
 AB3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3597!SPC GA E     -   0.99999224  x   0.99992095  =   0.99991319
 AB3597!UTM  17      -   0.99999224  x   0.99965708  =   0.99964932
 AB3597
 AB3597                          SUPERSEDED SURVEY CONTROL
 AB3597
 AB3597  NAD 83(1986)-  32 46 45.02676(N)    081 43 35.59889(W) AD(       ) 2
 AB3597  NGVD 29 (05/08/96)   79.8    (m)          262.     (f) VERT ANG       
 AB3597
 AB3597.Superseded values are not recommended for survey control.
 AB3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3597.See file dsdata.txt to determine how the superseded data were derived.
 AB3597
 AB3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3195927040(NAD 83)
 AB3597_MARKER: DD = SURVEY DISK
 AB3597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3597
 AB3597  HISTORY     - Date     Condition        Report By
 AB3597  HISTORY     - 1981     MONUMENTED       GADT
 AB3597
 AB3597                          STATION DESCRIPTION
 AB3597
 AB3597'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3597'THE STATION IS LOCATED ABOUT 9.65 KM (6 MI) WEST-NORTHWEST OF
 AB3597'SYLVANIA, 13.7 KM (8-1/2 MI) SOUTH-SOUTHWEST OF HILLTONIA, AND 15.7 KM
 AB3597'(9-3/4 MI) EAST-NORTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3597'RIGHT OF WAY.
 AB3597'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3597'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3597'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3597'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3597'FOR 2.2 KM (1.35 MI) TO THE STATION ON THE LEFT.
 AB3597'THE STATION IS A STANDARD GADT DISK STAMPED---124-207 1981 AZ MK---,
 AB3597'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3597'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 15.10 METERS (49.50
 AB3597'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 33.71 METERS (110.6 FT)
 AB3597'WEST FROM THE WEST END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A
 AB3597'DIRT DRIVEWAY TO THE SOUTH, 16.79 METERS (55.10 FT) NORTHWEST FROM A
 AB3597'POWER POLE, AND 0.82 METER (2.70 FT) NORTH FROM A WITNESS POST. THE
 AB3597'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-207 1981 AZ
 AB3597'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE
 AB3597'SURFACE.
 AB3597'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3597'GA.  1975.  REVISED AUGUST 1976.
 AB3597'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3598 ***********************************************************************
 AB3598  DESIGNATION -  BV 124 207 RM 1
 AB3598  PID         -  AB3598
 AB3598  STATE/COUNTY-  GA/SCREVEN
 AB3598  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3598
 AB3598                         *CURRENT SURVEY CONTROL
 AB3598  ___________________________________________________________________
 AB3598* NAD 83(1994)-  32 46 47.82963(N)    081 44 04.71665(W)     ADJUSTED  
 AB3598* NAVD 88     -        82.62   (+/-2cm)     271.1    (feet)  VERTCON   
 AB3598  ___________________________________________________________________
 AB3598  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AB3598  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AB3598
 AB3598  HORZ ORDER  -  SECOND
 AB3598  VERT ORDER  -  THIRD (See Below)
 AB3598
 AB3598.The horizontal coordinates were established by classical geodetic methods
 AB3598.and adjusted by the National Geodetic Survey in September 1997..
 AB3598
 AB3598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3598.The vertical order pertains to the NGVD 29 superseded value.
 AB3598
 AB3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3598
 AB3598.The geoid height was determined by GEOID03.
 AB3598
 AB3598;                    North         East     Units Scale Factor Converg.
 AB3598;SPC GA E     -   308,282.631   240,469.988   MT  0.99992019   +0 14 02.1
 AB3598;SPC GA E     - 1,011,423.93    788,941.95   sFT  0.99992019   +0 14 02.1
 AB3598;UTM  17      - 3,627,131.712   431,202.030   MT  0.99965836   -0 23 51.9
 AB3598
 AB3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3598!SPC GA E     -   0.99999176  x   0.99992019  =   0.99991195
 AB3598!UTM  17      -   0.99999176  x   0.99965836  =   0.99965012
 AB3598
 AB3598                          SUPERSEDED SURVEY CONTROL
 AB3598
 AB3598  NAD 83(1986)-  32 46 47.82831(N)    081 44 04.71168(W) AD(       ) 2
 AB3598  NGVD 29 (05/08/96)   82.86   (m)          271.8    (f) LEVELING    3  
 AB3598
 AB3598.Superseded values are not recommended for survey control.
 AB3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3598.See file dsdata.txt to determine how the superseded data were derived.
 AB3598
 AB3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3120227132(NAD 83)
 AB3598_MARKER: DD = SURVEY DISK
 AB3598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3598
 AB3598  HISTORY     - Date     Condition        Report By
 AB3598  HISTORY     - 1981     MONUMENTED       GADT
 AB3598
 AB3598                          STATION DESCRIPTION
 AB3598
 AB3598'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3598'THE STATION IS LOCATED ABOUT 10.05 KM (6-1/4 MI) WEST-NORTHWEST OF
 AB3598'SYLVANIA, 13.7 KM (8-1/2 MI) SOUTH-SOUTHWEST OF HILLTONIA, AND 15.3 KM
 AB3598'(9-1/2 MI) EAST-NORTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3598'RIGHT OF WAY.
 AB3598'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3598'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3598'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3598'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3598'FOR 2.85 KM (1.75 MI) TO THE STATION ON THE LEFT.
 AB3598'THE STATION IS A STANDARD GAT DISK STAMPED---124-207 1981 RM 1---, SET
 AB3598'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3598'2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.32 METERS (47.00 FT) SOUTH
 AB3598'FROM THE CENTERLINE OF THE HIGHWAY, 22.40 METERS (73.50 FT)
 AB3598'EAST-SOUTHEAST FROM THE CENTERLINE OF PAVED COUNTY ROAD 187, 17.43
 AB3598'METERS (57.20 FT) SOUTHEAST FROM THE EAST END OF AN 18 INCH CONCRETE
 AB3598'SIDE DRAIN PIPE UNDER COUNTY ROAD 187 TO THE SOUTH, 12.20 METERS
 AB3598'(46.40 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER
 AB3598'A-33 INDEPENDANT, AND 0.73 METER (2.40 FT) EAST-NORTHEAST FROM A
 AB3598'WITNESS POST.
 AB3598'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3598'GA.  1975.  REVISED AUGUST 1976.
 AB3598'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3600 ***********************************************************************
 AB3600  DESIGNATION -  BV 124 208
 AB3600  PID         -  AB3600
 AB3600  STATE/COUNTY-  GA/SCREVEN
 AB3600  USGS QUAD   -  BAY BRANCH (1978)
 AB3600
 AB3600                         *CURRENT SURVEY CONTROL
 AB3600  ___________________________________________________________________
 AB3600* NAD 83(1994)-  32 49 29.08281(N)    081 45 28.14122(W)     ADJUSTED  
 AB3600* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 AB3600  ___________________________________________________________________
 AB3600  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AB3600  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AB3600
 AB3600  HORZ ORDER  -  SECOND
 AB3600
 AB3600.The horizontal coordinates were established by classical geodetic methods
 AB3600.and adjusted by the National Geodetic Survey in September 1997..
 AB3600
 AB3600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3600
 AB3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3600
 AB3600.The geoid height was determined by GEOID03.
 AB3600
 AB3600;                    North         East     Units Scale Factor Converg.
 AB3600;SPC GA E     -   313,241.099   238,279.981   MT  0.99991806   +0 13 17.9
 AB3600;SPC GA E     - 1,027,691.84    781,756.90   sFT  0.99991806   +0 13 17.9
 AB3600;UTM  17      - 3,632,112.746   429,067.408   MT  0.99966204   -0 24 38.9
 AB3600
 AB3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3600!SPC GA E     -   0.99999062  x   0.99991806  =   0.99990868
 AB3600!UTM  17      -   0.99999062  x   0.99966204  =   0.99965267
 AB3600
 AB3600                          SUPERSEDED SURVEY CONTROL
 AB3600
 AB3600  NAD 83(1986)-  32 49 29.08343(N)    081 45 28.13665(W) AD(       ) 2
 AB3600  NGVD 29 (05/08/96)   90.1    (m)          296.     (f) VERT ANG       
 AB3600
 AB3600.Superseded values are not recommended for survey control.
 AB3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3600.See file dsdata.txt to determine how the superseded data were derived.
 AB3600
 AB3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2906732113(NAD 83)
 AB3600_MARKER: DD = SURVEY DISK
 AB3600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3600
 AB3600  HISTORY     - Date     Condition        Report By
 AB3600  HISTORY     - 1981     MONUMENTED       GADT
 AB3600
 AB3600                          STATION DESCRIPTION
 AB3600
 AB3600'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3600'THE STATION IS LOCATED ABOUT 11.65 KM (7-1/4 MI) SOUTHWEST OF
 AB3600'HILLTONIA, 14.1 KM (8-3/4 MI) NORTHWEST OF SYLVANIA, AND 17.3 KM
 AB3600'(10-3/4 MI) EAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3600'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3600'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3600'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3600'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3600'FOR 5 KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92175 TO THE
 AB3600'LEFT, AND DIRT COUNTY ROAD 92175 TO THE RIGHT.  TURN RIGHT GOING NORTH
 AB3600'ALONG COUNTY ROAD 92175 FOR 2.55 KM (1.6 MI) TO THE JUNCTION OF DIRT
 AB3600'COUNTY ROAD 178 TO THE RIGHT.  CONTINUE GOING WEST AND THEN NORTH
 AB3600'ALONG COUNTY ROAD 92175 FOR 2.65 KM (1.65 MI) TO ITS TERMINATION AT
 AB3600'THE JUNCTION OF PAVED COUNTY ROAD 92144 CROSSING.  TURN RIGHT GOING
 AB3600'EAST ALONG COUNTY ROAD 92144 FOR 0.15 KM (0.1 MI) TO THE STATION ON
 AB3600'THE RIGHT.
 AB3600'THE STATION IS A STANDARD GADT DISK STAMPED---124-208 1981---, SET
 AB3600'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3600'WITH GROUND.  IT IS LOCATED 14.02 METERS (46.00 FT) SOUTH FROM THE
 AB3600'CENTERLINE OF THE ROAD, 39.25 METERS (128.8 FT) EAST FROM A POWER POLE
 AB3600'WITH A TRANSFORMER, 50.35 METERS (165.2 FT) SOUTHEAST FROM A POWER
 AB3600'POLE ON THE NORTH SIDE OF THE ROAD, AND 1.31 METERS (4.30 FT) NORTH
 AB3600'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3600'STAMPED---124-208 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.0
 AB3600'METERS BELOW THE SURFACE.
 AB3600'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-208 1981
 AB3600'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3600'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.10 METERS (43.00 FT)
 AB3600'SOUTH FROM THE CENTERLINE OF THE ROAD, 62.25 METERS (204.2 FT) EAST
 AB3600'FROM THE POWER POLE WITH A TRANSFORMER, 70.07 METERS (229.9 FT)
 AB3600'EAST-SOUTHEAST FROM THE POWER POLE ON THE NORTH SIDE OF THE ROAD, AND
 AB3600'2.05 METERS (6.75 FT) NORTH FROM A WITNESS POST. MARK IS LEVEL WITH
 AB3600'STATION.
 AB3600'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-208 1981
 AB3600'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3600'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 19.5 METERS (64.00 FT)
 AB3600'NORTH-NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 92144 TO THE WEST,
 AB3600'36.61 METERS (107.0 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD 92144
 AB3600'TO THE NORTH, 7.10 METERS (23.30 FT) EAST-NORTHEAST FROM A RIGHT OF
 AB3600'WAY MARKER FOR COUNTY ROAD 92144 TO THE WEST, 25.69 METERS (84.30 FT)
 AB3600'WEST-SOUTHWEST FROM A RIGHT OF WAY MARKER FOR COUNTY ROAD 92144 TO THE
 AB3600'NORTH, AND 0.79 METER (2.60 FT) SOUTH FROM A WITNESS POST. THE
 AB3600'UNDERGROUND MARK IS A STANDARD DISK STAMPED---124-208 1981 AZ MK---,
 AB3600'SET IN AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE. TO
 AB3600'REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG COUNTY ROAD
 AB3600'92144 FOR 1.05 KM (0.65 MI) TO THEJUNCTION OF PAVED COUNTY ROAD 92176
 AB3600'CONTINUING STRAIGHT AHEAD, AND COUNTY ROAD 92144 TURNING SHARPLY TO
 AB3600'THE LEFT, AND THE AZIMUTH MARK ON THE LEFT.
 AB3600'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3600'GA.  1975.  REVISED AUGUST 1976.
 AB3600'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3601 ***********************************************************************
 AB3601  DESIGNATION -  BV 124 208 AZ MK
 AB3601  PID         -  AB3601
 AB3601  STATE/COUNTY-  GA/SCREVEN
 AB3601  USGS QUAD   -  SYLVANIA NORTH (1978)
 AB3601
 AB3601                         *CURRENT SURVEY CONTROL
 AB3601  ___________________________________________________________________
 AB3601* NAD 83(1994)-  32 49 35.37948(N)    081 44 49.88814(W)     ADJUSTED  
 AB3601* NAVD 88     -        81.7    (meters)     268.     (feet)  VERTCON   
 AB3601  ___________________________________________________________________
 AB3601  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AB3601  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AB3601
 AB3601  HORZ ORDER  -  SECOND
 AB3601
 AB3601.The horizontal coordinates were established by classical geodetic methods
 AB3601.and adjusted by the National Geodetic Survey in September 1997..
 AB3601
 AB3601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3601
 AB3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3601
 AB3601.The geoid height was determined by GEOID03.
 AB3601
 AB3601;                    North         East     Units Scale Factor Converg.
 AB3601;SPC GA E     -   313,438.955   239,274.102   MT  0.99991901   +0 13 38.6
 AB3601;SPC GA E     - 1,028,340.97    785,018.45   sFT  0.99991901   +0 13 38.6
 AB3601;UTM  17      - 3,632,299.568   430,063.395   MT  0.99966031   -0 24 18.2
 AB3601
 AB3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3601!SPC GA E     -   0.99999191  x   0.99991901  =   0.99991092
 AB3601!UTM  17      -   0.99999191  x   0.99966031  =   0.99965222
 AB3601
 AB3601                          SUPERSEDED SURVEY CONTROL
 AB3601
 AB3601  NAD 83(1986)-  32 49 35.38026(N)    081 44 49.88361(W) AD(       ) 2
 AB3601  NGVD 29 (05/08/96)   81.9    (m)          269.     (f) VERT ANG       
 AB3601
 AB3601.Superseded values are not recommended for survey control.
 AB3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3601.See file dsdata.txt to determine how the superseded data were derived.
 AB3601
 AB3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3006332300(NAD 83)
 AB3601_MARKER: DD = SURVEY DISK
 AB3601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3601
 AB3601  HISTORY     - Date     Condition        Report By
 AB3601  HISTORY     - 1981     MONUMENTED       GADT
 AB3601
 AB3601                          STATION DESCRIPTION
 AB3601
 AB3601'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3601'THE STATION IS LOCATED ABOUT 10.85 KM (6-3/4 MI) SOUTHWEST OF
 AB3601'HILLTONIA, 13.7 KM (8-1/2 MI) NORTHWEST OF SYLVANIA, AND 18.1 KM
 AB3601'(11-1/4 MI) EAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3601'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3601'73 LOOP) BY PASS, AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3601'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3601'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3601'FOR 5 KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92175 TO THE
 AB3601'LEFT, AND DIRT COUNTY ROAD 92175 TO THE RIGHT.  TURN RIGHT GOING NORTH
 AB3601'ALONG COUNTY ROAD 92175 FOR 2.55 KM (1.6 MI) TO THE JUNCTION OF DIRT
 AB3601'COUNTY ROAD 178 TO THE RIGHT. CONTINUE GOING WEST AND THEN NORTH ALONG
 AB3601'COUNTY ROAD 92175 FOR 2.65 KM (1.65 MI) TO ITS TERMINATION AT THE
 AB3601'JUNCTION OF PAVED COUNTY ROAD 92144 CROSSING.  TURN RIGHT GOING EAST
 AB3601'ALONG COUNTY ROAD 92144 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED
 AB3601'COUNTY ROAD 92176 CONTINUING STRAIGHT AHEAD, COUNTY ROAD 92144 TURNING
 AB3601'SHARPLY TO THE LEFT, AND THE STATION ON THE LEFT.
 AB3601'THE STATION IS A STANDARD GADT DISK STAMPED---124-208 1981 AZ MK---,
 AB3601'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3601'FLUSH WITH GROUND.  IT IS LOCATED 19.50 METERS (64.00 FT)
 AB3601'NORTH-NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 92144 TO THE WEST,
 AB3601'36.61 METERS (107.0 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD 92144
 AB3601'TO THE NORTH, 7.10 METERS (23.30 FT) EAST-NORTHEAST FROM A RIGHT OF
 AB3601'WAY MARKER FOR COUNTY ROAD 92144 TO THE WEST, 25.69 METERS (84.30 FT)
 AB3601'WEST-SOUTHWEST FROM A RIGHT OF WAY MARKER FOR COUNTY ROAD 92144 TO THE
 AB3601'NORTH, AND 0.79 METER (2.60 FT) SOUTH FROM A WITNESS POST. THE
 AB3601'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-208 1981 AZ
 AB3601'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE
 AB3601'SURFACE.
 AB3601'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3601'GA.  1975.  REVISED AUGUST 1976.
 AB3601'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3602 ***********************************************************************
 AB3602  DESIGNATION -  BV 124 208 RM 1
 AB3602  PID         -  AB3602
 AB3602  STATE/COUNTY-  GA/SCREVEN
 AB3602  USGS QUAD   -  BAY BRANCH (1978)
 AB3602
 AB3602                         *CURRENT SURVEY CONTROL
 AB3602  ___________________________________________________________________
 AB3602* NAD 83(1994)-  32 49 29.22292(N)    081 45 27.27111(W)     ADJUSTED  
 AB3602* NAVD 88     -        89.60   (+/-2cm)     294.0    (feet)  VERTCON   
 AB3602  ___________________________________________________________________
 AB3602  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AB3602  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AB3602
 AB3602  HORZ ORDER  -  SECOND
 AB3602  VERT ORDER  -  THIRD (See Below)
 AB3602
 AB3602.The horizontal coordinates were established by classical geodetic methods
 AB3602.and adjusted by the National Geodetic Survey in September 1997..
 AB3602
 AB3602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3602.The vertical order pertains to the NGVD 29 superseded value.
 AB3602
 AB3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3602
 AB3602.The geoid height was determined by GEOID03.
 AB3602
 AB3602;                    North         East     Units Scale Factor Converg.
 AB3602;SPC GA E     -   313,245.502   238,302.595   MT  0.99991808   +0 13 18.3
 AB3602;SPC GA E     - 1,027,706.28    781,831.10   sFT  0.99991808   +0 13 18.3
 AB3602;UTM  17      - 3,632,116.898   429,090.062   MT  0.99966200   -0 24 38.4
 AB3602
 AB3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3602!SPC GA E     -   0.99999066  x   0.99991808  =   0.99990874
 AB3602!UTM  17      -   0.99999066  x   0.99966200  =   0.99965266
 AB3602
 AB3602                          SUPERSEDED SURVEY CONTROL
 AB3602
 AB3602  NAD 83(1986)-  32 49 29.22355(N)    081 45 27.26653(W) AD(       ) 2
 AB3602  NGVD 29 (05/08/96)   89.83   (m)          294.7    (f) LEVELING    3  
 AB3602
 AB3602.Superseded values are not recommended for survey control.
 AB3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3602.See file dsdata.txt to determine how the superseded data were derived.
 AB3602
 AB3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2909032117(NAD 83)
 AB3602_MARKER: DD = SURVEY DISK
 AB3602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3602
 AB3602  HISTORY     - Date     Condition        Report By
 AB3602  HISTORY     - 1981     MONUMENTED       GADT
 AB3602
 AB3602                          STATION DESCRIPTION
 AB3602
 AB3602'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3602'THE STATION IS LOCATED ABOUT 11.65 KM (7-1/4 MI) SOUTHWEST OF
 AB3602'HILLTONIA, 14.1 KM (8-3/4 MI) NORTHWEST OF SYLVANIA, AND 17.3 KM
 AB3602'(10-3/4 MI) EAST OF MILLEN. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3602'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3602'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3602'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3602'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3602'FOR 5 KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92175 TO THE
 AB3602'LEFT, AND DIRT COUNTY ROAD 92175 TO THE RIGHT.  TURN RIGHT GOING NORTH
 AB3602'ALONG COUNTY ROAD 92175 FOR 2.55 KM (1.6 MI) TO THE JUNCTION OF DIRT
 AB3602'COUNTY ROAD 178 TO THE RIGHT.  CONTINUE GOING WEST AND THEN NORTH
 AB3602'ALONG COUNTY ROAD 92175 FOR 2.65 KM (1.65 MI) TO ITS TERMINATION AT
 AB3602'THE JUNCTION OF PAVED COUNTY ROAD 92144 CROSSING.  TURN RIGHT GOING
 AB3602'EAST ALONG COUNTY ROAD 92144 FOR 0.15 KM (0.1 MI) TO THE STATION ON
 AB3602'THE RIGHT.
 AB3602'THE STATION IS A STANDARD GADT DISK STAMPED---124-208 1981 RM 1---,
 AB3602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3602'FLUSH WITH GROUND.  IT IS LOCATED 13.10 METERS (43.00 FT) SOUTH FROM
 AB3602'THE CENTERLINE OF THE ROAD, 62.25 METERS (204.2 FT) EAST FROM A POWER
 AB3602'POLE WITH A TRANSFORMER, 70.07 METERS (229.9 FT) EAST-SOUTHEAST FROM A
 AB3602'POWER POLE ON THE NORTH SIDE OF THE ROAD, AND 2.05 METERS (6.75 FT)
 AB3602'NORTH FROM A WITNESS POST.
 AB3602'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3602'GA.  1975.  REVISED AUGUST 1976.
 AB3602'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3603 ***********************************************************************
 AB3603  DESIGNATION -  BV 124 209
 AB3603  PID         -  AB3603
 AB3603  STATE/COUNTY-  GA/SCREVEN
 AB3603  USGS QUAD   -  BAY BRANCH (1978)
 AB3603
 AB3603                         *CURRENT SURVEY CONTROL
 AB3603  ___________________________________________________________________
 AB3603* NAD 83(1994)-  32 47 21.23827(N)    081 47 01.54482(W)     ADJUSTED  
 AB3603* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 AB3603  ___________________________________________________________________
 AB3603  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AB3603  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AB3603
 AB3603  HORZ ORDER  -  SECOND
 AB3603
 AB3603.The horizontal coordinates were established by classical geodetic methods
 AB3603.and adjusted by the National Geodetic Survey in September 1997..
 AB3603
 AB3603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3603
 AB3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3603
 AB3603.The geoid height was determined by GEOID03.
 AB3603
 AB3603;                    North         East     Units Scale Factor Converg.
 AB3603;SPC GA E     -   309,293.999   235,864.992   MT  0.99991586   +0 12 26.5
 AB3603;SPC GA E     - 1,014,742.06    773,833.73   sFT  0.99991586   +0 12 26.5
 AB3603;UTM  17      - 3,628,193.520   426,609.640   MT  0.99966641   -0 25 28.1
 AB3603
 AB3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3603!SPC GA E     -   0.99999013  x   0.99991586  =   0.99990599
 AB3603!UTM  17      -   0.99999013  x   0.99966641  =   0.99965654
 AB3603
 AB3603                          SUPERSEDED SURVEY CONTROL
 AB3603
 AB3603  NAD 83(1986)-  32 47 21.23749(N)    081 47 01.53969(W) AD(       ) 2
 AB3603  NGVD 29 (05/08/96)   93.2    (m)          306.     (f) VERT ANG       
 AB3603
 AB3603.Superseded values are not recommended for survey control.
 AB3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3603.See file dsdata.txt to determine how the superseded data were derived.
 AB3603
 AB3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2661028194(NAD 83)
 AB3603_MARKER: DD = SURVEY DISK
 AB3603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3603
 AB3603  HISTORY     - Date     Condition        Report By
 AB3603  HISTORY     - 1981     MONUMENTED       GADT
 AB3603
 AB3603                          STATION DESCRIPTION
 AB3603
 AB3603'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3603'THE STATION IS LOCATED ABOUT 12.1 KM (7-1/2 MI) NORTHEAST OF
 AB3603'SCARSBORO, 14.5 KM (9 MI) EAST OF MILLEN, AND 14.9 KM (9-1/4 MI)
 AB3603'WEST-NORTHWEST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3603'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3603'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3603'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3603'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3603'FOR 5 KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92175 TO THE
 AB3603'LEFT, AND DIRT COUNTY ROAD 92175 TO THE RIGHT.  CONTINUE GOING WEST
 AB3603'ALONG STATE ROUTE 21 FOR 2.75 KM (1.7 MI) TO THE STATION ON THE RIGHT.
 AB3603'THE STATION IS A STANDARD GADT DISK STAMPED---124-209 1981---, SET
 AB3603'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3603'5.0 CM BELOW THE GROUND.  IT IS LOCATED 12.80 METERS (42.00 FT)
 AB3603'NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD, 21.30 METERS (69.90
 AB3603'FT) EAST-NORTHEAST FROM THE POINT OF INTERSECTION OF THE CENTERLINES
 AB3603'OF THE HIGHWAY AND DIRT COUNTY ROAD 174 TO THE NORTHWEST, 14.93 METERS
 AB3603'(49.00 FT) SOUTHEAST FROM AN 8 INCH BY 8 INCH CREASOTE CORNER POST
 AB3603'WITH A SIGN WELDING ON IT, AND 3.08 METERS (10.10 FT) SOUTH-SOUTHWEST
 AB3603'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3603'STAMPED---124-209 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.0
 AB3603'METERS BELOW THE SURFACE.
 AB3603'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-209 1981
 AB3603'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3603'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 12.80 METERS
 AB3603'(42.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 42.70
 AB3603'METERS (140.0 FT) EAST FROM THE POINT OF INTERSECTION OF THE
 AB3603'CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 174, 38.31 METERS (125.7
 AB3603'FT) EAST-SOUTHEAST FROM THE 8 INCH BY 8 INCH CREASOTE CORNER POST WITH
 AB3603'A SIGN WELDING, AND 2.95 METERS (9.70 FT) SOUTH-SOUTHWEST FROM A
 AB3603'WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3603'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-209 1981
 AB3603'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3603'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 14.78 METERS
 AB3603'(48.50 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 23.59
 AB3603'METERS (77.40 FT) EAST-NORTHEAST FROM THE EASTERN MOST (NORTHEAST)
 AB3603'CORNER OF A WHITE FRAME HOUSE WITH ASBESTO SHINGLE SIDING, 4.08 METERS
 AB3603'(13.40 FT) EAST FROM A FENCE CORNER 12 INCH POST, 41.15 METERS (135.0
 AB3603'FT) EAST-SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER, AND 1.43
 AB3603'METERS (4.70 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND
 AB3603'MARK IS A STANDARD GADT DISK STAMPED---124-209 1981 AZ MK---, SET IN
 AB3603'AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW GROUND. TO REACH AZIMUTH
 AB3603'MARK FROM THE STATION PROCEED GOING WEST ALONG STATE ROUTE 21 FOR 1.45
 AB3603'KM (0.9 MI) TO THE MARK ON THE LEFT.
 AB3603'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3603'GA.  1975.  REVISED AUGUST 1976.
 AB3603'DESCRIBED BY W. V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3604 ***********************************************************************
 AB3604  DESIGNATION -  BV 124 209 AZ MK
 AB3604  PID         -  AB3604
 AB3604  STATE/COUNTY-  GA/SCREVEN
 AB3604  USGS QUAD   -  BAY BRANCH (1978)
 AB3604
 AB3604                         *CURRENT SURVEY CONTROL
 AB3604  ___________________________________________________________________
 AB3604* NAD 83(1994)-  32 47 32.32502(N)    081 47 53.21434(W)     ADJUSTED  
 AB3604* NAVD 88     -        68.8    (meters)     226.     (feet)  VERTCON   
 AB3604  ___________________________________________________________________
 AB3604  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AB3604  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AB3604
 AB3604  HORZ ORDER  -  SECOND
 AB3604
 AB3604.The horizontal coordinates were established by classical geodetic methods
 AB3604.and adjusted by the National Geodetic Survey in September 1997..
 AB3604
 AB3604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3604
 AB3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3604
 AB3604.The geoid height was determined by GEOID03.
 AB3604
 AB3604;                    North         East     Units Scale Factor Converg.
 AB3604;SPC GA E     -   309,630.729   234,519.444   MT  0.99991469   +0 11 58.6
 AB3604;SPC GA E     - 1,015,846.82    769,419.21   sFT  0.99991469   +0 11 58.6
 AB3604;UTM  17      - 3,628,544.982   425,268.219   MT  0.99966886   -0 25 56.2
 AB3604
 AB3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3604!SPC GA E     -   0.99999391  x   0.99991469  =   0.99990860
 AB3604!UTM  17      -   0.99999391  x   0.99966886  =   0.99966277
 AB3604
 AB3604                          SUPERSEDED SURVEY CONTROL
 AB3604
 AB3604  NAD 83(1986)-  32 47 32.32440(N)    081 47 53.20917(W) AD(       ) 2
 AB3604  NGVD 29 (05/08/96)   69.1    (m)          227.     (f) VERT ANG       
 AB3604
 AB3604.Superseded values are not recommended for survey control.
 AB3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3604.See file dsdata.txt to determine how the superseded data were derived.
 AB3604
 AB3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2526828545(NAD 83)
 AB3604_MARKER: DD = SURVEY DISK
 AB3604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3604
 AB3604  HISTORY     - Date     Condition        Report By
 AB3604  HISTORY     - 1981     MONUMENTED       GADT
 AB3604
 AB3604                          STATION DESCRIPTION
 AB3604
 AB3604'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3604'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHEAST OF SCARSBORO,
 AB3604'13.3 KM (8-1/4 MI) EAST OF MILLEN, AND 16.1 KM (10 MI) WEST-NORTHWEST
 AB3604'OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3604'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3604'73 LOOP) AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST ALONG STATE
 AB3604'ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 190
 AB3604'CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21 FOR 5 KM (3.1 MI)
 AB3604'TO THE JUNCTION OF PAVED COUNTY ROAD 92175 TO THE LEFT, AND DIRT
 AB3604'COUNTY ROAD 92175 TO THE RIGHT.  CONTINUE GOING WEST ALONG STATE ROUTE
 AB3604'21 FOR 4.2 KM (2.6 MI) TO THE STATION ON THE LEFT.
 AB3604'THE STATION IS A STANDARD GADT DISK STAMPED---124-209 1981 AZ MK---,
 AB3604'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3604'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 14.78 METERS (48.50
 AB3604'FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 23.59 METERS
 AB3604'(77.40 FT) EAST-NORTHEAST FROM THE EASTERN MOST (NORTHEAST) CORNER OF
 AB3604'A WHITE FRAME HOUSE WITH ASBESTO SHINGLE SIDING, 4.08 METERS (13.40
 AB3604'FT) EAST FROM A 12 INCH FENCE CORNER POST, 41.15 METERS (135.0 FT)
 AB3604'EAST-SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER, AND 1.43 METERS
 AB3604'(4.70 FT) NORTH-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3604'A STANDARD GADT DISK STAMPED---124-209 1981 AZ MK---, SET INTO AN
 AB3604'IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AB3604'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3604'GA.  1975.  REVISED AUGUST 1976.
 AB3604'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3605 ***********************************************************************
 AB3605  DESIGNATION -  BV 124 209 RM 1
 AB3605  PID         -  AB3605
 AB3605  STATE/COUNTY-  GA/SCREVEN
 AB3605  USGS QUAD   -  BAY BRANCH (1978)
 AB3605
 AB3605                         *CURRENT SURVEY CONTROL
 AB3605  ___________________________________________________________________
 AB3605* NAD 83(1994)-  32 47 21.03415(N)    081 47 00.67555(W)     ADJUSTED  
 AB3605* NAVD 88     -        93.22   (+/-2cm)     305.8    (feet)  VERTCON   
 AB3605  ___________________________________________________________________
 AB3605  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AB3605  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AB3605
 AB3605  HORZ ORDER  -  SECOND
 AB3605  VERT ORDER  -  THIRD (See Below)
 AB3605
 AB3605.The horizontal coordinates were established by classical geodetic methods
 AB3605.and adjusted by the National Geodetic Survey in September 1997..
 AB3605
 AB3605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3605.The vertical order pertains to the NGVD 29 superseded value.
 AB3605
 AB3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3605
 AB3605.The geoid height was determined by GEOID03.
 AB3605
 AB3605;                    North         East     Units Scale Factor Converg.
 AB3605;SPC GA E     -   309,287.793   235,887.632   MT  0.99991588   +0 12 27.0
 AB3605;SPC GA E     - 1,014,721.70    773,908.01   sFT  0.99991588   +0 12 27.0
 AB3605;UTM  17      - 3,628,187.067   426,632.204   MT  0.99966637   -0 25 27.6
 AB3605
 AB3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3605!SPC GA E     -   0.99999008  x   0.99991588  =   0.99990596
 AB3605!UTM  17      -   0.99999008  x   0.99966637  =   0.99965645
 AB3605
 AB3605                          SUPERSEDED SURVEY CONTROL
 AB3605
 AB3605  NAD 83(1986)-  32 47 21.03336(N)    081 47 00.67044(W) AD(       ) 2
 AB3605  NGVD 29 (05/08/96)   93.46   (m)          306.6    (f) LEVELING    3  
 AB3605
 AB3605.Superseded values are not recommended for survey control.
 AB3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3605.See file dsdata.txt to determine how the superseded data were derived.
 AB3605
 AB3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2663228187(NAD 83)
 AB3605_MARKER: DD = SURVEY DISK
 AB3605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3605
 AB3605  HISTORY     - Date     Condition        Report By
 AB3605  HISTORY     - 1981     MONUMENTED       GADT
 AB3605
 AB3605                          STATION DESCRIPTION
 AB3605
 AB3605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3605'THE STATION IS LOCATED ABOUT 12.1 KM (7-1/2 MI) NORTHEAST OF
 AB3605'SCARSBORO, 14.5 KM (9 MI) EAST OF MILLEN, AND 14.9 KM (9-1/4 MI)
 AB3605'WEST-NORTHWEST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3605'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 301 (STATE ROUTE
 AB3605'73 LOOP) BY PASS AND STATE ROUTE 21 IN SYLVANIA, GO WEST-NORTHWEST
 AB3605'ALONG STATE ROUTE 21 FOR 5.8 KM (3.6 MI) TO THE JUNCTION OF DIRT
 AB3605'COUNTY ROAD 190 CROSSING.  CONTINUE GOING WEST ALONG STATE ROUTE 21
 AB3605'FOR 5 KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92175 TO THE
 AB3605'LEFT, AND DIRT COUNTY ROAD 92175 TO THE RIGHT.  CONTINUE GOING WEST
 AB3605'ALONG STATE ROUTE 21 FOR 2.75 KM (1.7 MI) TO THE STATION ON THE RIGHT.
 AB3605'THE STATION IS A STANDARD GADT DISK STAMPED---124-209 1981 RM 1---,
 AB3605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3605'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 12.80 METERS (42.00
 AB3605'FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 42.70 METERS
 AB3605'(140.0 FT) EAST FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AB3605'THE HIGHWAY AND COUNTY ROAD 174, 38.31 METERS (125.7 FT)
 AB3605'EAST-SOUTHEAST FROM AN 8 INCH BY 8 INCH CREASOTE CORNER POST WITH A
 AB3605'SIGN WELDING, AND 2.95 METERS (9.70 FT) SOUTH-SOUTHWEST FROM A WITNESS
 AB3605'POST.
 AB3605'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3605'GA.  1975.  REVISED AUGUST 1976.
 AB3605'DESCRIBED BY W. V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3606 ***********************************************************************
 AB3606  DESIGNATION -  BV 124 210
 AB3606  PID         -  AB3606
 AB3606  STATE/COUNTY-  GA/SCREVEN
 AB3606  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3606
 AB3606                         *CURRENT SURVEY CONTROL
 AB3606  ___________________________________________________________________
 AB3606* NAD 83(1994)-  32 41 26.73467(N)    081 40 09.80970(W)     ADJUSTED  
 AB3606* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AB3606  ___________________________________________________________________
 AB3606  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AB3606  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AB3606
 AB3606  HORZ ORDER  -  SECOND
 AB3606
 AB3606.The horizontal coordinates were established by classical geodetic methods
 AB3606.and adjusted by the National Geodetic Survey in September 1997..
 AB3606
 AB3606.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3606
 AB3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3606
 AB3606.The geoid height was determined by GEOID03.
 AB3606
 AB3606;                    North         East     Units Scale Factor Converg.
 AB3606;SPC GA E     -   298,418.816   246,628.976   MT  0.99992680   +0 16 06.9
 AB3606;SPC GA E     -   979,062.40    809,148.57   sFT  0.99992680   +0 16 06.9
 AB3606;UTM  17      - 3,617,203.359   437,250.400   MT  0.99964855   -0 21 41.6
 AB3606
 AB3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3606!SPC GA E     -   0.99999398  x   0.99992680  =   0.99992078
 AB3606!UTM  17      -   0.99999398  x   0.99964855  =   0.99964253
 AB3606
 AB3606                          SUPERSEDED SURVEY CONTROL
 AB3606
 AB3606  NAD 83(1986)-  32 41 26.73123(N)    081 40 09.80766(W) AD(       ) 2
 AB3606  NGVD 29 (05/08/96)   68.9    (m)          226.     (f) VERT ANG       
 AB3606
 AB3606.Superseded values are not recommended for survey control.
 AB3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3606.See file dsdata.txt to determine how the superseded data were derived.
 AB3606
 AB3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3725017203(NAD 83)
 AB3606_MARKER: DD = SURVEY DISK
 AB3606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3606
 AB3606  HISTORY     - Date     Condition        Report By
 AB3606  HISTORY     - 1981     MONUMENTED       GADT
 AB3606
 AB3606                          STATION DESCRIPTION
 AB3606
 AB3606'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3606'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI) SOUTH-SOUTHWEST OF
 AB3606'SYLVANIA, 18.9 KM (11.75 MI) NORTHWEST OF NEWINGTON, AND 20.15 KM
 AB3606'(12.5 MI) EAST-SOUTHEAST OF STATESBORO. OWNERSHIP--SCREVEN COUNTY
 AB3606'RIGHT OF WAY.
 AB3606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3606'ROUTE 73 AND SOUTH MAIN STREET) AND STATE ROUTE 21 (WEST OGEECHEE
 AB3606'STREET) IN SYLVANIA, GO WEST-SOUTHWEST AND THEN SOUTHWEST ALONG U.S.
 AB3606'HIGHWAY 301 (STATE ROUTE 73) FOR 2.8 KM (1.75 MI) TO THE JUNCTION OF
 AB3606'U.S. HIGHWAY 301 (STATE ROUTE 73) BY PASS.  TURN LEFT GOING SOUTHWEST
 AB3606'ALONG U.S. HIGHWAY 301 (STATE ROUTE 73) FOR 4.85 KM (3 MI) TO THE
 AB3606'JUNCTION OF DIRT COUNTY ROAD 8 TO THE RIGHT AND PAVED COUNTY ROAD
 AB3606'92530 TO THE LEFT, AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT GOING
 AB3606'EAST ALONG COUNTY ROAD 92530 FOR 0.25 KM (0.15 MI) TO THE STATION ON
 AB3606'THE RIGHT.
 AB3606'THE STATION IS A STANDARD GADT DISK STAMPED---124-210 1981---, SET
 AB3606'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3606'2.0 CM BELOW THE GROUND.  IT IS LOCATED 33.68 METERS (110.5 FT)
 AB3606'SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, 14.93
 AB3606'METERS (49.00 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 11.03 METERS
 AB3606'(36.20 FT) SOUTHEAST FROM THE EAST END OF AN 18 INCH CONCRETE SIDE
 AB3606'DRAIN PIPE UNDER A FIELD ACCESS ROAD TO THE SOUTH, 12.19 METERS (40.00
 AB3606'FT) EAST FROM THE CENTERLINE OF THE FIELD ACCESS ROAD, AND 0.73 METER
 AB3606'(2.40 FT) NORTH FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3606'STANDARD GADT DISK STAMPED---124-210 1981---, SET INTO AN IRREGULAR
 AB3606'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3606'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-210
 AB3606'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3606'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.48 METERS
 AB3606'(47.50 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 10.36 METERS (34.00
 AB3606'FT) WEST-SOUTHWEST FROM THE WEST END OF THE 18 INCH CONCRETE SIDE
 AB3606'DRAIN PIPE UNDER THE ACCESS ROAD TO THE SOUTH, 12.19 METERS (40.00 FT)
 AB3606'WEST FROM THE CENTERLINE OF THE FIELD ACCESS ROAD, 29.29 ETERS (96.10
 AB3606'FT) SOUTH-SOUTHWEST FROM THE POWER POLE ON THE NORTH SIDE OF THE ROAD,
 AB3606'AND 1.10 METERS (3.64 FT) NORTH FROM A WITNESS POST. MARK IS ABOVE
 AB3606'STATION 0.4 METERS.
 AB3606'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-210 1981
 AB3606'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3606'DIAMETER PROJECTING 2.5 CM BELOW THE GROUND.  IT IS LOCATED 20.57
 AB3606'METERS (67.50 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 301, 5.02
 AB3606'METERS (16.50 FT) NORTHWEST FROM A METER GAS LINE WARNING SIGN, 15.24
 AB3606'METERS (50.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 92530,
 AB3606'22.98 METERS (75.40 FT) SOUTHEAST FROM A STOP SIGN ON COUNTY ROAD
 AB3606'92530, 0.89 METER (2.95 FT) NORTHWEST FROM A WITNESS POST, AND 17.43
 AB3606'METERS (57.20 FT) WEST FROM THE WESTERNMOST RIGHT OF WAY MARKER OF TWO
 AB3606'RIGHT OF WAY MARKERS.
 AB3606'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---124-210
 AB3606'1981 AZ MK---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 0.91
 AB3606'METER BELOW THE GROUND SURFACE.
 AB3606'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3606'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3606'DESCRIBED BY B.M. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3607 ***********************************************************************
 AB3607  DESIGNATION -  BV 124 210 AZ MK
 AB3607  PID         -  AB3607
 AB3607  STATE/COUNTY-  GA/SCREVEN
 AB3607  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3607
 AB3607                         *CURRENT SURVEY CONTROL
 AB3607  ___________________________________________________________________
 AB3607* NAD 83(1994)-  32 41 28.82938(N)    081 40 20.34369(W)     ADJUSTED  
 AB3607* NAVD 88     -        73.4    (meters)     241.     (feet)  VERTCON   
 AB3607  ___________________________________________________________________
 AB3607  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AB3607  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AB3607
 AB3607  HORZ ORDER  -  SECOND
 AB3607
 AB3607.The horizontal coordinates were established by classical geodetic methods
 AB3607.and adjusted by the National Geodetic Survey in September 1997..
 AB3607
 AB3607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3607
 AB3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3607
 AB3607.The geoid height was determined by GEOID03.
 AB3607
 AB3607;                    North         East     Units Scale Factor Converg.
 AB3607;SPC GA E     -   298,482.057   246,354.294   MT  0.99992649   +0 16 01.2
 AB3607;SPC GA E     -   979,269.88    808,247.38   sFT  0.99992649   +0 16 01.2
 AB3607;UTM  17      - 3,617,269.598   436,976.506   MT  0.99964898   -0 21 47.3
 AB3607
 AB3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3607!SPC GA E     -   0.99999323  x   0.99992649  =   0.99991972
 AB3607!UTM  17      -   0.99999323  x   0.99964898  =   0.99964221
 AB3607
 AB3607                          SUPERSEDED SURVEY CONTROL
 AB3607
 AB3607  NAD 83(1986)-  32 41 28.82598(N)    081 40 20.34165(W) AD(       ) 2
 AB3607  NGVD 29 (05/08/96)   73.6    (m)          241.     (f) VERT ANG       
 AB3607
 AB3607.Superseded values are not recommended for survey control.
 AB3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3607.See file dsdata.txt to determine how the superseded data were derived.
 AB3607
 AB3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3697717270(NAD 83)
 AB3607_MARKER: DD = SURVEY DISK
 AB3607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3607
 AB3607  HISTORY     - Date     Condition        Report By
 AB3607  HISTORY     - 1981     MONUMENTED       GADT
 AB3607
 AB3607                          STATION DESCRIPTION
 AB3607
 AB3607'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3607'THE STATION IS LOCATED ABOUT 7.65 KM (4.75 MI) SOUTH-SOUTHWEST OF
 AB3607'SYLVANIA, 19.7 KM (12.25 MI) NORTHWEST OF NEWINGTON, AND 19.3 KM (12
 AB3607'MI) EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3607'WAY.
 AB3607'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3607'ROUTE 73 AND SOUTH MAIN STREET) AND STATE ROUTE 21 (WEST OGEECHEE
 AB3607'STREET) IN SYLVANIA, GO WEST-SOUTHWEST AND THEN SOUTHWEST ALONG U.S.
 AB3607'HIGHWAY 301 (STATE ROUTE 73) FOR 2.8 KM (1.75 MI) TO THE JUNCTION OF
 AB3607'U.S. HIGHWAY 301 (STATE ROUTE 73) BY PASS.  TURN LEFT GOING SOUTHWEST
 AB3607'ALONG U.S. HIGHWAY 301 (STATE ROUTE 73) FOR 4.85 KM (3 MI) TO THE
 AB3607'JUNCTION OF DIRT COUNTY ROAD 8 TO THE RIGHT PAVED COUNTY ROAD 92530 TO
 AB3607'THE LEFT, AND THE STATION ON THE LEFT.
 AB3607'THE STATION IS A STANDARD GADT DISK STAMPED---124-210 1981 AZ MK---,
 AB3607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3607'PROJECTING 2.5 CM BELOW THE GROUND.  IT IS LOCATED 20.57 METERS (67.50
 AB3607'FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY 301, 5.02 METERS (16.50
 AB3607'FT) NORTHWEST FROM AN UNDERGROUND METER GAS LINE WARNING SIGN, 15.24
 AB3607'METERS (50.00 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 92530,
 AB3607'22.98 METERS (75.40 FT) SOUTHEAST FROM A STOP SIGN ON COUNTY ROAD
 AB3607'92530, 0.89 METER (2.95 FT) NORTHWEST FROM A WITNESS POST SIGN, AND
 AB3607'17.43 METERS (57.20 FT) WEST FROM THE WESTERNMOST RIGHT OF WAY MARKER
 AB3607'OF TWO RIGHT OF WAY MARKERS. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3607'DISK STAMPED---124-210 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3607'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3607'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3607'GEORGIA 1975.  REVISE AUGUST 1976.
 AB3607'DESCRIBED BY B.M. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3608 ***********************************************************************
 AB3608  DESIGNATION -  BV 124 210 RM 1
 AB3608  PID         -  AB3608
 AB3608  STATE/COUNTY-  GA/SCREVEN
 AB3608  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3608
 AB3608                         *CURRENT SURVEY CONTROL
 AB3608  ___________________________________________________________________
 AB3608* NAD 83(1994)-  32 41 26.91499(N)    081 40 10.71873(W)     ADJUSTED  
 AB3608* NAVD 88     -        69.04   (+/-2cm)     226.5    (feet)  VERTCON   
 AB3608  ___________________________________________________________________
 AB3608  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AB3608  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AB3608
 AB3608  HORZ ORDER  -  SECOND
 AB3608  VERT ORDER  -  THIRD (See Below)
 AB3608
 AB3608.The horizontal coordinates were established by classical geodetic methods
 AB3608.and adjusted by the National Geodetic Survey in September 1997..
 AB3608
 AB3608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3608.The vertical order pertains to the NGVD 29 superseded value.
 AB3608
 AB3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3608
 AB3608.The geoid height was determined by GEOID03.
 AB3608
 AB3608;                    North         East     Units Scale Factor Converg.
 AB3608;SPC GA E     -   298,424.260   246,605.272   MT  0.99992677   +0 16 06.4
 AB3608;SPC GA E     -   979,080.26    809,070.80   sFT  0.99992677   +0 16 06.4
 AB3608;UTM  17      - 3,617,209.061   437,226.764   MT  0.99964859   -0 21 42.1
 AB3608
 AB3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3608!SPC GA E     -   0.99999391  x   0.99992677  =   0.99992068
 AB3608!UTM  17      -   0.99999391  x   0.99964859  =   0.99964250
 AB3608
 AB3608                          SUPERSEDED SURVEY CONTROL
 AB3608
 AB3608  NAD 83(1986)-  32 41 26.91156(N)    081 40 10.71671(W) AD(       ) 2
 AB3608  NGVD 29 (05/08/96)   69.28   (m)          227.3    (f) LEVELING    3  
 AB3608
 AB3608.Superseded values are not recommended for survey control.
 AB3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3608.See file dsdata.txt to determine how the superseded data were derived.
 AB3608
 AB3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3722717209(NAD 83)
 AB3608_MARKER: DD = SURVEY DISK
 AB3608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3608
 AB3608  HISTORY     - Date     Condition        Report By
 AB3608  HISTORY     - 1981     MONUMENTED       GADT
 AB3608
 AB3608                          STATION DESCRIPTION
 AB3608
 AB3608'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3608'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI) SOUTH-SOUTHWEST OF
 AB3608'SYLVANIA, 18.9 KM (11.75 MI) NORTHWEST OF NEWINGTON, AND 20.15 KM
 AB3608'(12.50 MI) EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--SCREVEN COUNTY
 AB3608'RIGHT OF WAY.
 AB3608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3608'ROUTE 73 AND SOUTH MAIN STREET) AND STATE ROUTE 21 (WEST OGEECHEE
 AB3608'STREET) IN SYLVANIA, GO WEST-SOUTHWEST AND THEN SOUTHWEST ALONG U.S.
 AB3608'HIGHWAY 301 (STATE ROUTE 73) FOR 2.8 KM (1.75 MI) TO THE JUNCTION OF
 AB3608'U.S. HIGHWAY 301 (STATE ROUTE 73 ) BY PASS.  TURN LEFT GOING SOUTHWEST
 AB3608'ALONG U.S. HIGHWAY 301 (STATE ROUTE 73) FOR 4.85 KM (3 MI) TO THE
 AB3608'JUNCTION OF DIRT COUNTY ROAD 8 TO THE RIGHT AND PAVED COUNTY ROAD
 AB3608'92530 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 92530 FOR
 AB3608'0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 AB3608'THE STATION IS A STANDARD GADT DISK STAMPED---124-210 1981 RM 1---,
 AB3608'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3608'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.47 METERS (47.50
 AB3608'FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 10.36 METERS (34.00 FT)
 AB3608'WEST-SOUTHWEST FROM THE WEST END OF AN 18 INCH CONCRETE SIDE DRAIN
 AB3608'PIPE UNDER A FIELD ACCESS ROAD TO THE SOUTH, 12.19 METERS (40.00 FT)
 AB3608'WEST FROM THE CENTERLINE OF THE FIELD ACCESS ROAD TO THE SOUTH, 29.29
 AB3608'METERS (96.10 FT) SOUTH-SOUTHWEST FROM A POWER POLE ON THE NORTH SIDE
 AB3608'OF THE ROAD, AND 1.10 METERS (3.64 FT) NORTH FROM A WITNESS POST.
 AB3608'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3608'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3608'DESCRIBED BY B.M. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3609 ***********************************************************************
 AB3609  DESIGNATION -  BV 124 211
 AB3609  PID         -  AB3609
 AB3609  STATE/COUNTY-  GA/SCREVEN
 AB3609  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3609
 AB3609                         *CURRENT SURVEY CONTROL
 AB3609  ___________________________________________________________________
 AB3609* NAD 83(1994)-  32 38 35.97770(N)    081 41 42.94678(W)     ADJUSTED  
 AB3609* NAVD 88     -        74.4    (meters)     244.     (feet)  VERTCON   
 AB3609  ___________________________________________________________________
 AB3609  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AB3609  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AB3609
 AB3609  HORZ ORDER  -  SECOND
 AB3609
 AB3609.The horizontal coordinates were established by classical geodetic methods
 AB3609.and adjusted by the National Geodetic Survey in September 1997..
 AB3609
 AB3609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3609
 AB3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3609
 AB3609.The geoid height was determined by GEOID03.
 AB3609
 AB3609;                    North         East     Units Scale Factor Converg.
 AB3609;SPC GA E     -   293,147.997   244,226.375   MT  0.99992411   +0 15 15.4
 AB3609;SPC GA E     -   961,769.72    801,266.03   sFT  0.99992411   +0 15 15.4
 AB3609;UTM  17      - 3,611,960.706   434,790.690   MT  0.99965243   -0 22 30.2
 AB3609
 AB3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3609!SPC GA E     -   0.99999306  x   0.99992411  =   0.99991717
 AB3609!UTM  17      -   0.99999306  x   0.99965243  =   0.99964549
 AB3609
 AB3609                          SUPERSEDED SURVEY CONTROL
 AB3609
 AB3609  NAD 83(1986)-  32 38 35.97318(N)    081 41 42.94608(W) AD(       ) 2
 AB3609  NGVD 29 (05/08/96)   74.7    (m)          245.     (f) VERT ANG       
 AB3609
 AB3609.Superseded values are not recommended for survey control.
 AB3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3609.See file dsdata.txt to determine how the superseded data were derived.
 AB3609
 AB3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3479111961(NAD 83)
 AB3609_MARKER: DD = SURVEY DISK
 AB3609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3609
 AB3609  HISTORY     - Date     Condition        Report By
 AB3609  HISTORY     - 1981     MONUMENTED       GADT
 AB3609
 AB3609                          STATION DESCRIPTION
 AB3609
 AB3609'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3609'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTH-SOUTHWEST OF
 AB3609'SYLVANIA, 19.3 KM (12 MI) WEST-NORTHWEST OF NEWINGTON, AND 18.5 KM
 AB3609'(11.5 MI) EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3609'RIGHT OF WAY.
 AB3609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3609'ROUTE 17, LOCATED ABOUT 16.9 KM (10.5 MI) NORTH-NORTHEAST OF
 AB3609'STATESBORO IN THE COMMUNITY OF COOPERVILLE, GO NORTH-NORTHEAST ALONG
 AB3609'U.S. HIGHWAY 301 FOR 4.8 KM (3 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3609'39 CROSSING.  CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 301 FOR 0.4
 AB3609'KM (0.25 MI) TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR 0.65
 AB3609'KM (0.4 MI) TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 AB3609'THE STATION IS A STANDARD GADT DISK STAMPED---124-211 1981---, SET
 AB3609'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3609'WITH GROUND.  IT IS LOCATED 13.70 METERS (45.00 FT) EAST-SOUTHEAST
 AB3609'FROM THE CENTERLINE OF U.S. HIGHWAY 301, 7.65 METERS (25.10 FT) WEST
 AB3609'FROM A POWER POLE ON THE EAST SIDE OF U.S. HIGHWAY 301, 36.53 METERS
 AB3609'(119.8 FT) NORTH FROM ANOTHER POWER POLE ON THE EAST SIDE OF U.S.
 AB3609'HIGHWAY 301, AND 1.31 METERS (4.3 FT) SOUTH FROM A WITNESS POST. THE
 AB3609'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-211 1981---,
 AB3609'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3609'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-211
 AB3609'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3609'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.70 METERS
 AB3609'(45.00 FT) SOUTHEAST FROM THE CENTERLINE OF U.S. HIGHWAY 301, 29.05
 AB3609'METERS (95.30 FT) SOUTHWEST FROM THE POWER POLE, 18.68 METERS (61.30
 AB3609'FT) NORTHWEST FROM POWER POLE NUMBERED 188 AND, 188 AND, 1.4 METERS
 AB3609'(4.6 FT) NORTH FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3609'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-211 1981
 AB3609'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3609'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 15.24 METERS (50.00 FT)
 AB3609'WEST FROM THE CENTERLINE OF U.S. HIGHWAY 301, 6.7 METERS (22.00 FT)
 AB3609'NORTH-NORTHEAST FROM A GATE POST, 37.64 METERS (123.5 FT)
 AB3609'NORTH-NORTHEAST FROM A FENCE CORNER, AND 0.61 METER (2.0 FT) EAST FROM
 AB3609'A WITNESS POST AT THE FENCE. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3609'DISK STAMPED---124-211 1981 AZ MK---, SET 0.91 METERS BELOW THE
 AB3609'SURFACE OF THE GROUND.
 AB3609'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3609'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3609'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3610 ***********************************************************************
 AB3610  DESIGNATION -  BV 124 211 AZ MK
 AB3610  PID         -  AB3610
 AB3610  STATE/COUNTY-  GA/SCREVEN
 AB3610  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3610
 AB3610                         *CURRENT SURVEY CONTROL
 AB3610  ___________________________________________________________________
 AB3610* NAD 83(1994)-  32 38 16.17520(N)    081 41 49.13431(W)     ADJUSTED  
 AB3610* NAVD 88     -        72.1    (meters)     237.     (feet)  VERTCON   
 AB3610  ___________________________________________________________________
 AB3610  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AB3610  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AB3610
 AB3610  HORZ ORDER  -  SECOND
 AB3610
 AB3610.The horizontal coordinates were established by classical geodetic methods
 AB3610.and adjusted by the National Geodetic Survey in September 1997..
 AB3610
 AB3610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3610
 AB3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3610
 AB3610.The geoid height was determined by GEOID03.
 AB3610
 AB3610;                    North         East     Units Scale Factor Converg.
 AB3610;SPC GA E     -   292,537.318   244,067.819   MT  0.99992394   +0 15 11.9
 AB3610;SPC GA E     -   959,766.18    800,745.84   sFT  0.99992394   +0 15 11.9
 AB3610;UTM  17      - 3,611,351.971   434,625.482   MT  0.99965270   -0 22 33.3
 AB3610
 AB3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3610!SPC GA E     -   0.99999342  x   0.99992394  =   0.99991736
 AB3610!UTM  17      -   0.99999342  x   0.99965270  =   0.99964612
 AB3610
 AB3610                          SUPERSEDED SURVEY CONTROL
 AB3610
 AB3610  NAD 83(1986)-  32 38 16.17070(N)    081 41 49.13372(W) AD(       ) 2
 AB3610  NGVD 29 (05/08/96)   72.3    (m)          237.     (f) VERT ANG       
 AB3610
 AB3610.Superseded values are not recommended for survey control.
 AB3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3610.See file dsdata.txt to determine how the superseded data were derived.
 AB3610
 AB3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3462511352(NAD 83)
 AB3610_MARKER: DD = SURVEY DISK
 AB3610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3610
 AB3610  HISTORY     - Date     Condition        Report By
 AB3610  HISTORY     - 1981     MONUMENTED       GADT
 AB3610
 AB3610                          STATION DESCRIPTION
 AB3610
 AB3610'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3610'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTH-SOUTHWEST OF
 AB3610'SYLVANIA, 19.3 KM (12 MI) WEST-NORTHWEST OF NEWINGTON, AND 18.5 KM
 AB3610'(11.5 MI) EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3610'RIGHT OF WAY.
 AB3610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3610'ROUTE 17, LOCATED ABOUT 16.9 KM (10.5 MI) NORTH-NORTHEAST OF
 AB3610'STATESBORO IN THE COMMUNITY OF COOPERVILLE, GO NORTH-NORTHEAST ALONG
 AB3610'U.S. HIGHWAY 301 FOR 4.8 KM (3 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3610'39 CROSSING.  CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 301 FOR 0.4
 AB3610'KM (0.25 MI) TO THE STATION ON THE LEFT.
 AB3610'THE STATION IS A STANDARD GADT DISK STAMPED---124-211 1981 AZ MK---,
 AB3610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3610'FLUSH WITH GROUND.  IT IS LOCATED 12.54 METERS (50.00 FT) WEST FROM
 AB3610'THE CENTERLINE OF U.S. HIGHWAY 301, 6.7 METERS (22.00 FT)
 AB3610'NORTH-NORTHEAST FROM A GATE POST, 37.64 METERS (123.5 FT)
 AB3610'NORTH-NORTHEAST FROM A FENCE CORNER, AND 0.61 METER (2 FT) EAST FROM A
 AB3610'WITNESS POST AT THE FENCE. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3610'DISK STAMPED---124-211 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3610'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3610'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3610'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3610'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3611 ***********************************************************************
 AB3611  DESIGNATION -  BV 124 211 RM 1
 AB3611  PID         -  AB3611
 AB3611  STATE/COUNTY-  GA/SCREVEN
 AB3611  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3611
 AB3611                         *CURRENT SURVEY CONTROL
 AB3611  ___________________________________________________________________
 AB3611* NAD 83(1994)-  32 38 35.17892(N)    081 41 43.15482(W)     ADJUSTED  
 AB3611* NAVD 88     -        74.58   (+/-2cm)     244.7    (feet)  VERTCON   
 AB3611  ___________________________________________________________________
 AB3611  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AB3611  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AB3611
 AB3611  HORZ ORDER  -  SECOND
 AB3611  VERT ORDER  -  THIRD (See Below)
 AB3611
 AB3611.The horizontal coordinates were established by classical geodetic methods
 AB3611.and adjusted by the National Geodetic Survey in September 1997..
 AB3611
 AB3611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3611.The vertical order pertains to the NGVD 29 superseded value.
 AB3611
 AB3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3611
 AB3611.The geoid height was determined by GEOID03.
 AB3611
 AB3611;                    North         East     Units Scale Factor Converg.
 AB3611;SPC GA E     -   293,123.368   244,221.062   MT  0.99992411   +0 15 15.3
 AB3611;SPC GA E     -   961,688.92    801,248.60   sFT  0.99992411   +0 15 15.3
 AB3611;UTM  17      - 3,611,936.144   434,785.109   MT  0.99965244   -0 22 30.3
 AB3611
 AB3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3611!SPC GA E     -   0.99999303  x   0.99992411  =   0.99991715
 AB3611!UTM  17      -   0.99999303  x   0.99965244  =   0.99964548
 AB3611
 AB3611                          SUPERSEDED SURVEY CONTROL
 AB3611
 AB3611  NAD 83(1986)-  32 38 35.17439(N)    081 41 43.15413(W) AD(       ) 2
 AB3611  NGVD 29 (05/08/96)   74.81   (m)          245.4    (f) LEVELING    3  
 AB3611
 AB3611.Superseded values are not recommended for survey control.
 AB3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3611.See file dsdata.txt to determine how the superseded data were derived.
 AB3611
 AB3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3478511936(NAD 83)
 AB3611_MARKER: DD = SURVEY DISK
 AB3611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3611
 AB3611  HISTORY     - Date     Condition        Report By
 AB3611  HISTORY     - 1981     MONUMENTED       GADT
 AB3611
 AB3611                          STATION DESCRIPTION
 AB3611
 AB3611'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3611'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTH-SOUTHWEST OF
 AB3611'SYLVANIA, 19.3 KM (12 MI) WEST-NORTHWEST OF NEWINGTON, AND 18.5 KM
 AB3611'(11.5 MI) EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--STATE OF GEORGIA
 AB3611'RIGHT OF WAY.
 AB3611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3611'ROUTE 17 LOCATED ABOUT 16.9 KM (10.5 MI) NORTH-NORTHEAST OF STATESBORO
 AB3611'IN THE COMMUNITY OF COOPERVILLE, GO NORTH-NORTHEAST ALONG U.S. HIGHWAY
 AB3611'301 FOR 4.8 KM (3 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 39 CROSSING.
 AB3611'CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 301 FOR 1.05 KM (0.65 MI)
 AB3611'TO THE STATION ON THE RIGHT.
 AB3611'THE STATION IS A STANDARD GADT DISK STAMPED---124-211 1981 RM 1---,
 AB3611'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3611'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.7 METERS (45.00
 AB3611'FT) SOUTHEAST FROM THE CENTERLINE OF U.S. HIGHWAY 301, 29.05 METERS
 AB3611'(95.30 FT) SOUTHWEST FROM A POWER POLE ON THE EAST SIDE OF U.S.
 AB3611'HIGHWAY 301, 18.68 METERS (61.30 FT) NORTHWEST FROM A POWER POLE
 AB3611'NUMBERED 188 ON THE EAST SIDE OF U.S. HIGHWAY 301, AND 1.4 METERS (4.6
 AB3611'FT) NORTH FROM A WITNESS POST.
 AB3611'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3611'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3611'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3612 ***********************************************************************
 AB3612  DESIGNATION -  BV 124 212
 AB3612  PID         -  AB3612
 AB3612  STATE/COUNTY-  GA/SCREVEN
 AB3612  USGS QUAD   -  ROCKY FORD (1978)
 AB3612
 AB3612                         *CURRENT SURVEY CONTROL
 AB3612  ___________________________________________________________________
 AB3612* NAD 83(1994)-  32 38 32.04425(N)    081 47 18.22196(W)     ADJUSTED  
 AB3612* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 AB3612  ___________________________________________________________________
 AB3612  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AB3612  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AB3612
 AB3612  HORZ ORDER  -  SECOND
 AB3612
 AB3612.The horizontal coordinates were established by classical geodetic methods
 AB3612.and adjusted by the National Geodetic Survey in September 1997..
 AB3612
 AB3612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3612
 AB3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3612
 AB3612.The geoid height was determined by GEOID03.
 AB3612
 AB3612;                    North         East     Units Scale Factor Converg.
 AB3612;SPC GA E     -   292,991.890   235,489.244   MT  0.99991553   +0 12 14.5
 AB3612;SPC GA E     -   961,257.56    772,600.96   sFT  0.99991553   +0 12 14.5
 AB3612;UTM  17      - 3,611,900.589   426,054.643   MT  0.99966742   -0 25 31.0
 AB3612
 AB3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3612!SPC GA E     -   0.99999678  x   0.99991553  =   0.99991231
 AB3612!UTM  17      -   0.99999678  x   0.99966742  =   0.99966420
 AB3612
 AB3612                          SUPERSEDED SURVEY CONTROL
 AB3612
 AB3612  NAD 83(1986)-  32 38 32.04083(N)    081 47 18.22128(W) AD(       ) 2
 AB3612  NGVD 29 (05/08/96)   50.8    (m)          167.     (f) VERT ANG       
 AB3612
 AB3612.Superseded values are not recommended for survey control.
 AB3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3612.See file dsdata.txt to determine how the superseded data were derived.
 AB3612
 AB3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2605511901(NAD 83)
 AB3612_MARKER: DD = SURVEY DISK
 AB3612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3612
 AB3612  HISTORY     - Date     Condition        Report By
 AB3612  HISTORY     - 1981     MONUMENTED       GADT
 AB3612
 AB3612                          STATION DESCRIPTION
 AB3612
 AB3612'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3612'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) SOUTHEAST OF ROCKY FORD,
 AB3612'9.65 KM (6 MI) NORTHWEST OF COOPERVILLE, AND 17.7 KM (11 MI) NORTHEAST
 AB3612'OF PORTAL. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3612'ROUTE 73) AND STATE ROUTE 17, LOCATED ABOUT 17.25 KM (10.7 MI)
 AB3612'NORTHEAST OF STATESBORO, IN THE COMMUNITY OF COOPERVILLE, GO NORTHWEST
 AB3612'ALONG STATE ROUTE 17 FOR 6.4 KM (3.95 MI) TO THE JUNCTION OF PAVED
 AB3612'COUNTY ROAD 91318 TO THE LEFT, AND PAVED COUNTY ROAD 225 TO THE RIGHT.
 AB3612'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 17 FOR 3.1 KM (1.9 MI) TO
 AB3612'THE JUNCTION OF PAVED COUNTY ROAD 23 TO THE RIGHT.  CONTINUE GOING
 AB3612'NORTHWEST ALONG STATE ROUTE 17 FOR 0.65 KM (0.4 MI) TO THE STATION ON
 AB3612'THE LEFT.
 AB3612'THE STATION IS A STANDARD GADT DISK STAMPED---124-212 1981---, SET
 AB3612'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3612'WITH GROUND.  IT IS LOCATED 14.72 METERS (48.30 FT) SOUTHWEST FROM THE
 AB3612'CENTERLINE OF THE HIGHWAY, 25.42 METERS (79.50 FT) SOUTHWEST FROM A
 AB3612'POWER POLE ON THE NORTH SIDE OF THE HIGHWAY, 45.72 METERS (150 FT)
 AB3612'SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 17.56 METERS
 AB3612'(57.6 FT) NORTHWEST FROM A FENCE CORNER, AND 0.91 METER (3 FT)
 AB3612'NORTHEAST FROM A WITNESS POST SET AT THE FENCE. THE UNDERGROUND MARK
 AB3612'IS A STANDARD GADT DISK STAMPED---124-212 1981---, SET INTO AN
 AB3612'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3612'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-212
 AB3612'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3612'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 12.65 METERS (41.5 FT)
 AB3612'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 24.24 METERS (83.4 FT)
 AB3612'WEST FROM THE POWER POLE ON THE NORTH SIDE OF THE ROAD, 32.46 METERS
 AB3612'(106.5 FT) NORTHWEST FROM THE FENCE CORNER, 30.75 METERS (100.9 FT)
 AB3612'SOUTH FROM THE TELEPHONE CABLE PEDESTAL, AND 2.74 METERS (9 FT)
 AB3612'NORTHEAST FROM A WITNESS POST SET AT THE FENCE. MARK IS LEVEL WITH
 AB3612'STATION.
 AB3612'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-212 1981
 AB3612'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3612'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 14.78 METERS (48.50 FT)
 AB3612'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 34.51 METERS (113.2 FT)
 AB3612'SOUTH-SOUTHEAST FROM A TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF
 AB3612'THE HIGHWAY, 0.91 METER (3 FT) NORTHEAST FROM A FENCELINE, AND 1.23
 AB3612'METERS (4 FT) NORTH FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3612'STANDARD GADT DISK STAMPED---124-212 1981 AZ MK---, SET IN AN
 AB3612'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE. TO REACH
 AB3612'AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ALONG STATE ROUTE 17
 AB3612'FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT AT THE JUNCTION OF COUNTY
 AB3612'ROAD 22 TO THE RIGHT.
 AB3612'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3612'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3612'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3613 ***********************************************************************
 AB3613  DESIGNATION -  BV 124 212 AZ MK
 AB3613  PID         -  AB3613
 AB3613  STATE/COUNTY-  GA/SCREVEN
 AB3613  USGS QUAD   -  ROCKY FORD (1978)
 AB3613
 AB3613                         *CURRENT SURVEY CONTROL
 AB3613  ___________________________________________________________________
 AB3613* NAD 83(1994)-  32 38 46.40867(N)    081 47 31.36695(W)     ADJUSTED  
 AB3613* NAVD 88     -        43.7    (meters)     143.     (feet)  VERTCON   
 AB3613  ___________________________________________________________________
 AB3613  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AB3613  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AB3613
 AB3613  HORZ ORDER  -  SECOND
 AB3613
 AB3613.The horizontal coordinates were established by classical geodetic methods
 AB3613.and adjusted by the National Geodetic Survey in September 1997..
 AB3613
 AB3613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3613
 AB3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3613
 AB3613.The geoid height was determined by GEOID03.
 AB3613
 AB3613;                    North         East     Units Scale Factor Converg.
 AB3613;SPC GA E     -   293,433.132   235,145.111   MT  0.99991523   +0 12 07.5
 AB3613;SPC GA E     -   962,705.20    771,471.92   sFT  0.99991523   +0 12 07.5
 AB3613;UTM  17      - 3,612,345.474   425,715.461   MT  0.99966804   -0 25 38.2
 AB3613
 AB3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3613!SPC GA E     -   0.99999785  x   0.99991523  =   0.99991308
 AB3613!UTM  17      -   0.99999785  x   0.99966804  =   0.99966589
 AB3613
 AB3613                          SUPERSEDED SURVEY CONTROL
 AB3613
 AB3613  NAD 83(1986)-  32 38 46.40529(N)    081 47 31.36622(W) AD(       ) 2
 AB3613  NGVD 29 (05/08/96)   44.0    (m)          144.     (f) VERT ANG       
 AB3613
 AB3613.Superseded values are not recommended for survey control.
 AB3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3613.See file dsdata.txt to determine how the superseded data were derived.
 AB3613
 AB3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2571512345(NAD 83)
 AB3613_MARKER: DD = SURVEY DISK
 AB3613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3613
 AB3613  HISTORY     - Date     Condition        Report By
 AB3613  HISTORY     - 1981     MONUMENTED       GADT
 AB3613
 AB3613                          STATION DESCRIPTION
 AB3613
 AB3613'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3613'THE STATION IS LOCATED ABOUT 4.05 KM (2.5 MI) SOUTHEAST OF ROCKY FORD,
 AB3613'10.9 KM (6.75 MI) NORTHWEST OF COOPERVILLE, AND 17.7 KM (11 MI)
 AB3613'NORTHEAST OF PORTAL. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3613'ROUTE 73) AND STATE ROUTE 17, LOCATED ABOUT 17.25 KM (10.7 MI)
 AB3613'NORTHEAST OF STATESBORO IN THE COMMUNITY OF COOPERVILLE, GO NORTHWEST
 AB3613'ALONG STATE ROUTE 17 FOR 6.4 KM (3.95 MI) TO THE JUNCTION OF PAVED
 AB3613'COUNTY ROAD 91318 TO THE LEFT, AND PAVED COUNTY ROAD 225 TO THE RIGHT.
 AB3613'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 17 FOR 3.1 KM (1.9 MI) TO
 AB3613'THE JUNCTION OF PAVED COUNTY ROAD 23 TO THE RIGHT.  CONTINUE GOING
 AB3613'NORTH WEST ALONG STATE ROUTE 17 FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF
 AB3613'COUNTY ROAD 22 TO THE RIGHT AND THE STATION ON THE LEFT.
 AB3613'THE STATION IS A STANDARD GADT DISK STAMPED---124-212 1981 AZ MK---,
 AB3613'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3613'FLUSH WITH GROUND.  IT IS LOCATED 14.78 METERS (48.5 FT) SOUTHWEST
 AB3613'FROM THE CENTERLINE OF THE HIGHWAY, 34.51 METERS (113.2 FT)
 AB3613'SOUTH-SOUTHEAST FROM A TELEPHONE CABLE PEDESTAL ON THE NORTH SIDE OF
 AB3613'THE HIGHWAY, 0.91 METER (3 FT) NORTHEAST FROM A FENCELINE, AND 1.23
 AB3613'METERS (4 FT) NORTH FROM A WITNESS POST THE UNDERGROUND MARK IS A
 AB3613'STANDARD GADT DISK STAMPED---124-212 1981 AZ MK---, SET INTO AN
 AB3613'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3613'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3613'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3613'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3614 ***********************************************************************
 AB3614  DESIGNATION -  BV 124 212 RM 1
 AB3614  PID         -  AB3614
 AB3614  STATE/COUNTY-  GA/SCREVEN
 AB3614  USGS QUAD   -  ROCKY FORD (1978)
 AB3614
 AB3614                         *CURRENT SURVEY CONTROL
 AB3614  ___________________________________________________________________
 AB3614* NAD 83(1994)-  32 38 32.49435(N)    081 47 18.63352(W)     ADJUSTED  
 AB3614* NAVD 88     -        50.09   (+/-2cm)     164.3    (feet)  VERTCON   
 AB3614  ___________________________________________________________________
 AB3614  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AB3614  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AB3614
 AB3614  HORZ ORDER  -  SECOND
 AB3614  VERT ORDER  -  THIRD (See Below)
 AB3614
 AB3614.The horizontal coordinates were established by classical geodetic methods
 AB3614.and adjusted by the National Geodetic Survey in September 1997..
 AB3614
 AB3614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3614.The vertical order pertains to the NGVD 29 superseded value.
 AB3614
 AB3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3614
 AB3614.The geoid height was determined by GEOID03.
 AB3614
 AB3614;                    North         East     Units Scale Factor Converg.
 AB3614;SPC GA E     -   293,005.716   235,478.469   MT  0.99991552   +0 12 14.3
 AB3614;SPC GA E     -   961,302.92    772,565.61   sFT  0.99991552   +0 12 14.3
 AB3614;UTM  17      - 3,611,914.529   426,044.023   MT  0.99966744   -0 25 31.2
 AB3614
 AB3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3614!SPC GA E     -   0.99999684  x   0.99991552  =   0.99991237
 AB3614!UTM  17      -   0.99999684  x   0.99966744  =   0.99966429
 AB3614
 AB3614                          SUPERSEDED SURVEY CONTROL
 AB3614
 AB3614  NAD 83(1986)-  32 38 32.49093(N)    081 47 18.63284(W) AD(       ) 2
 AB3614  NGVD 29 (05/08/96)   50.34   (m)          165.2    (f) LEVELING    3  
 AB3614
 AB3614.Superseded values are not recommended for survey control.
 AB3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3614.See file dsdata.txt to determine how the superseded data were derived.
 AB3614
 AB3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2604411915(NAD 83)
 AB3614_MARKER: DD = SURVEY DISK
 AB3614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3614
 AB3614  HISTORY     - Date     Condition        Report By
 AB3614  HISTORY     - 1981     MONUMENTED       GADT
 AB3614
 AB3614                          STATION DESCRIPTION
 AB3614
 AB3614'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3614'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) SOUTHEAST OF ROCKY FORD,
 AB3614'9.65 KM (6 MI) NORTHWEST OF COOPERVILLE, AND 17.7 KM (11 MI) NORTHEAST
 AB3614'OF PORTAL. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3614'ROUTE 73) AND STATE ROUTE 17 LOCATED ABOUT 17.25 KM (10.7 MI)
 AB3614'NORTHEAST OF STATESBORO IN THE COMMUNITY OF COOPERVILLE, GO NORTHWEST
 AB3614'ALONG STATE ROUTE 17 FOR 6.4 KM (3.95 MI) TO THE JUNCTION OF PAVED
 AB3614'COUNTY ROAD 91318 TO THE LEFT, AND PAVED COUNTY ROAD 225 TO THE RIGHT.
 AB3614'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 17 FOR 3.1 KM (1.9 MI) TO
 AB3614'THE JUNCTION OF PAVED COUNTY ROAD 23 TO THE RIGHT.  CONTINUE GOING
 AB3614'NORTHWEST ALONG STATE ROUTE 17 FOR 0.65 KM (0.4 MI) TO THE STATION ON
 AB3614'THE LEFT.
 AB3614'THE STATION IS A STANDARD GADT DISK STAMPED---124-212 1981 RM 1---,
 AB3614'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3614'FLUSH WITH GROUND.  IT IS LOCATED 12.65 METERS (41.50 FT) SOUTHWEST
 AB3614'FROM THE CENTERLINE OF THE HIGHWAY, 24.24 METERS (83.40 FT) WEST FROM
 AB3614'A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY, 32.46 METERS (106.5 FT)
 AB3614'NORTHWEST FROM A FENCE CORNER, 30.75 METERS (100.9 FT) SOUTH FROM A
 AB3614'TELEPHONE CABLE PEDESTAL, AND 2.74 METERS (9 FT) NORTHEAST FROM A
 AB3614'WITNESS POST SET AT THE FENCE.
 AB3614'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3614'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3614'DESCRIBRD BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3615 ***********************************************************************
 AB3615  DESIGNATION -  BV 124 213
 AB3615  PID         -  AB3615
 AB3615  STATE/COUNTY-  GA/SCREVEN
 AB3615  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3615
 AB3615                         *CURRENT SURVEY CONTROL
 AB3615  ___________________________________________________________________
 AB3615* NAD 83(1994)-  32 41 01.63929(N)    081 44 39.17064(W)     ADJUSTED  
 AB3615* NAVD 88     -        81.5    (meters)     267.     (feet)  VERTCON   
 AB3615  ___________________________________________________________________
 AB3615  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AB3615  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AB3615
 AB3615  HORZ ORDER  -  SECOND
 AB3615
 AB3615.The horizontal coordinates were established by classical geodetic methods
 AB3615.and adjusted by the National Geodetic Survey in September 1997..
 AB3615
 AB3615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3615
 AB3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3615
 AB3615.The geoid height was determined by GEOID03.
 AB3615
 AB3615;                    North         East     Units Scale Factor Converg.
 AB3615;SPC GA E     -   297,615.400   239,615.968   MT  0.99991935   +0 13 41.3
 AB3615;SPC GA E     -   976,426.52    786,140.06   sFT  0.99991935   +0 13 41.3
 AB3615;UTM  17      - 3,616,477.307   430,230.868   MT  0.99966002   -0 24 06.8
 AB3615
 AB3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3615!SPC GA E     -   0.99999193  x   0.99991935  =   0.99991128
 AB3615!UTM  17      -   0.99999193  x   0.99966002  =   0.99965195
 AB3615
 AB3615                          SUPERSEDED SURVEY CONTROL
 AB3615
 AB3615  NAD 83(1986)-  32 41 01.63547(N)    081 44 39.16913(W) AD(       ) 2
 AB3615  NGVD 29 (05/08/96)   81.8    (m)          268.     (f) VERT ANG       
 AB3615
 AB3615.Superseded values are not recommended for survey control.
 AB3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3615.See file dsdata.txt to determine how the superseded data were derived.
 AB3615
 AB3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3023116477(NAD 83)
 AB3615_MARKER: DD = SURVEY DISK
 AB3615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3615
 AB3615  HISTORY     - Date     Condition        Report By
 AB3615  HISTORY     - 1982     MONUMENTED       GADT
 AB3615
 AB3615                          STATION DESCRIPTION
 AB3615
 AB3615'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3615'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST-NORTHEAST OF ROCKY
 AB3615'FORD, 12.7 KM (7.9 MI) WEST-SOUTHWEST OF SYLVANIA, AND 12.9 KM (8 MI)
 AB3615'EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3615'ROUTE 73) AND STATE ROUTE 17 IN THE COMMUNITY OF COOPERVILLE, LOCATED
 AB3615'17.2 KM (10.7 MI) NORTHEAST OF STATESBORO, GO NORTHWEST ALONG STATE
 AB3615'ROUTE 17 FOR 6.4 KM (3.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3615'91318 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 91318 FOR 2
 AB3615'KM (1.25 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 225 FORKING TO THE
 AB3615'RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91318 FOR 3.7 KM (2.3
 AB3615'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 23 TO THE LEFT.  CONTINUE
 AB3615'GOING NORTHERLY ALONG COUNTY ROAD 91318 FOR 1.3 KM (0.8 MI ) TO THE
 AB3615'STATION ON THE LEFT.
 AB3615'THE STATION IS A STANDARD GADT DISK STAMPED---124-213 1981---, SET
 AB3615'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3615'WITH GROUND.  IT IS LOCATED 12.5 METERS (41 FT) NORTHWEST FROM THE
 AB3615'CENTERLINE OF THE ROAD, 22.56 METERS (74 FT) WEST-SOUTHWEST FROM THE
 AB3615'SOUTH END OF AN 18 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE NORTH,
 AB3615'30.18 METERS (99 FT) WEST-NORTHWEST FROM A TELEPHONE CABLE PEDESTAL ON
 AB3615'THE SOUTH SIDE OF THE ROAD, AND 1.22 METERS (4 FT) SOUTH FROM A
 AB3615'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3615'STAMPED---124-213 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3615'METERS BELOW THE SURFACE.
 AB3615'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-213
 AB3615'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3615'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.12 METERS (36.50 FT)
 AB3615'SOUTHEAST FROM THE CENTERLINE OF THE ROAD, 29.10 METERS (95.5 FT)
 AB3615'SOUTHWEST FROM THE TELEPHONE CABLE PEDESTAL, 39.44 METERS (129.4 FT)
 AB3615'SOUTH-SOUTHWEST FROM THE WEST END OF THE CONCRETE PIPE UNDER THE FIELD
 AB3615'ROAD TO THE NORTH, AND 0.73 METER (2.4 FT) NORTHEAST FROM A WITNESS
 AB3615'POST.. MARK IS ABOVE STATION 2.13 METERS.
 AB3615'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-213 1981
 AB3615'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3615'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.9 METERS (32.50 FT)
 AB3615'SOUTHEAST FROM THE CENTERLINE OF THE PAVED COUNTY ROAD, 31.24 METERS
 AB3615'(102.5 FT) EAST-NORTHEAST FROM A TELEPHONE CABLE PEDESTAL ON THE SOUTH
 AB3615'SIDE OF THE ROAD, 22.56 METERS (74 FT) SOUTH-SOUTHWEST FROM A RIGHT OF
 AB3615'WAY MARKER ON THE NORTH SIDE OF THE ROAD, AND 1.06 METERS (3.5 FT)
 AB3615'NORTHWEST FROM A WITNESS POST. TO REACH AZIMUTH MARK FROM THE STATION
 AB3615'PROCEED NORTHEASTERLY ALONG COUNTY ROAD 91318 FOR 0.6 KM (0.4 MI) TO
 AB3615'THE AZIMUTH MARK ON THE RIGHT, AT A FIELD ENTRANCE ROAD.
 AB3615'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-213 1981 AZ
 AB3615'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE
 AB3615'SURFACE.
 AB3615'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3615'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3615'DESCRIVE BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3616 ***********************************************************************
 AB3616  DESIGNATION -  BV 124 213 AZ MK
 AB3616  PID         -  AB3616
 AB3616  STATE/COUNTY-  GA/SCREVEN
 AB3616  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3616
 AB3616                         *CURRENT SURVEY CONTROL
 AB3616  ___________________________________________________________________
 AB3616* NAD 83(1994)-  32 41 06.57011(N)    081 44 16.95207(W)     ADJUSTED  
 AB3616* NAVD 88     -        78.1    (meters)     256.     (feet)  VERTCON   
 AB3616  ___________________________________________________________________
 AB3616  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AB3616  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AB3616
 AB3616  HORZ ORDER  -  SECOND
 AB3616
 AB3616.The horizontal coordinates were established by classical geodetic methods
 AB3616.and adjusted by the National Geodetic Survey in September 1997..
 AB3616
 AB3616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3616
 AB3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3616
 AB3616.The geoid height was determined by GEOID03.
 AB3616
 AB3616;                    North         East     Units Scale Factor Converg.
 AB3616;SPC GA E     -   297,769.603   240,194.129   MT  0.99991991   +0 13 53.3
 AB3616;SPC GA E     -   976,932.44    788,036.90   sFT  0.99991991   +0 13 53.3
 AB3616;UTM  17      - 3,616,625.105   430,810.539   MT  0.99965903   -0 23 54.9
 AB3616
 AB3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3616!SPC GA E     -   0.99999246  x   0.99991991  =   0.99991237
 AB3616!UTM  17      -   0.99999246  x   0.99965903  =   0.99965149
 AB3616
 AB3616                          SUPERSEDED SURVEY CONTROL
 AB3616
 AB3616  NAD 83(1986)-  32 41 06.56620(N)    081 44 16.95052(W) AD(       ) 2
 AB3616  NGVD 29 (05/08/96)   78.4    (m)          257.     (f) VERT ANG       
 AB3616
 AB3616.Superseded values are not recommended for survey control.
 AB3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3616.See file dsdata.txt to determine how the superseded data were derived.
 AB3616
 AB3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3081116625(NAD 83)
 AB3616_MARKER: DD = SURVEY DISK
 AB3616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3616
 AB3616  HISTORY     - Date     Condition        Report By
 AB3616  HISTORY     - 1982     MONUMENTED       GADT
 AB3616
 AB3616                          STATION DESCRIPTION
 AB3616
 AB3616'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 AB3616'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) EAST-NORTHEAST OF ROCKY
 AB3616'FORD, 12.2 KM (7.6 MI) WEST-SOUTHWEST OF SYLVANIA, AND 13.5 KM (8.4
 AB3616'MI) EAST-SOUTHEAST OF SCARSBORO. OWNERSHIP--SCREVEN COUNTY RIGHT OF
 AB3616'WAY.
 AB3616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3616'ROUTE 73) AND STATE ROUTE 17 IN THE COMMUNITY OF COOPERVILLE, LOCATED
 AB3616'17.2 KM (10.7 MI) NORTHEAST OF STATESBORO, GO NORTHWEST ALONG STATE
 AB3616'ROUTE 17 FOR 6.4 KM (3.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3616'91318 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 91318 FOR 2
 AB3616'KM (1.25 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 225 FORKING TO THE
 AB3616'RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91318 FOR 3.7 KM (2.3
 AB3616'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 23 TO THE LEFT.  CONTINUE
 AB3616'GOING NORTHERLY ALONG COUNTY ROAD 91318 FOR 1.95 KM (1.2 MI) TO THE
 AB3616'STATION ON THE RIGHT AT A FIELD ENTRANCE ROAD.
 AB3616'THE STATION IS A STANDARD GADT DISK STAMPED---124-213 1981 AZ MK---,
 AB3616'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3616'FLUSH WITH GROUND.  IT IS LOCATED 9.9 METERS (32.50 FT) SOUTHEAST FROM
 AB3616'THE CENTERLINE OF THE ROAD, 31.24 METERS (102.5 FT) EAST-NORTHEAST
 AB3616'FROM A TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, 22.56
 AB3616'METERS (74 FT) SOUTH-SOUTHWEST FROM A RIGHT OF WAY MARKER ON THE NORTH
 AB3616'SIDE OF THE ROAD, AND 1.06 METERS (3.5 FT) NORTHWEST FROM A WITNESS
 AB3616'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-213
 AB3616'1981 AZ MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW
 AB3616'THE SURFACE.
 AB3616'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3616'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3616'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3618 ***********************************************************************
 AB3618  DESIGNATION -  BV 124 214
 AB3618  PID         -  AB3618
 AB3618  STATE/COUNTY-  GA/SCREVEN
 AB3618  USGS QUAD   -  ROCKY FORD (1978)
 AB3618
 AB3618                         *CURRENT SURVEY CONTROL
 AB3618  ___________________________________________________________________
 AB3618* NAD 83(1994)-  32 43 28.01238(N)    081 49 15.51802(W)     ADJUSTED  
 AB3618* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AB3618  ___________________________________________________________________
 AB3618  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AB3618  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AB3618
 AB3618  HORZ ORDER  -  SECOND
 AB3618
 AB3618.The horizontal coordinates were established by classical geodetic methods
 AB3618.and adjusted by the National Geodetic Survey in September 1997..
 AB3618
 AB3618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3618
 AB3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3618
 AB3618.The geoid height was determined by GEOID03.
 AB3618
 AB3618;                    North         East     Units Scale Factor Converg.
 AB3618;SPC GA E     -   302,097.998   232,402.678   MT  0.99991294   +0 11 12.8
 AB3618;SPC GA E     -   991,133.18    762,474.45   sFT  0.99991294   +0 11 12.8
 AB3618;UTM  17      - 3,621,037.854   423,069.120   MT  0.99967298   -0 26 37.8
 AB3618
 AB3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3618!SPC GA E     -   0.99999393  x   0.99991294  =   0.99990687
 AB3618!UTM  17      -   0.99999393  x   0.99967298  =   0.99966691
 AB3618
 AB3618                          SUPERSEDED SURVEY CONTROL
 AB3618
 AB3618  NAD 83(1986)-  32 43 28.01254(N)    081 49 15.51608(W) AD(       ) 2
 AB3618  NGVD 29 (05/08/96)   68.8    (m)          226.     (f) VERT ANG       
 AB3618
 AB3618.Superseded values are not recommended for survey control.
 AB3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3618.See file dsdata.txt to determine how the superseded data were derived.
 AB3618
 AB3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2306921038(NAD 83)
 AB3618_MARKER: DD = SURVEY DISK
 AB3618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3618
 AB3618  HISTORY     - Date     Condition        Report By
 AB3618  HISTORY     - 1981     MONUMENTED       GADT
 AB3618
 AB3618                          STATION DESCRIPTION
 AB3618
 AB3618'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3618'THE STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) NORTH OF ROCKY FORD,
 AB3618'14.15 KM (8.8 MI) SOUTHEAST OF MILLEN, AND 17.7 KM (11.0 MI) WEST OF
 AB3618'SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3618'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 AB3618'ROUTE 21 IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 7 KM (4.35 MI)
 AB3618'TO THE JUNCTION OF PAVED COUNTY ROAD 62 TO THE LEFT. CONTINUE GOING
 AB3618'SOUTHERLY ALONG STATE ROUTE 17 FOR 6.85 KM (4.25 MI) TO THE JUNCTION
 AB3618'OF PAVED COUNTY ROAD 9 TO THE LEFT.  TURN LEFT GOING NORTHEAST ALONG
 AB3618'COUNTY ROAD 9 FOR 4.5 KM (2.8 MI) TO THE AZIMUTH MARK ON THE LEFT ON
 AB3618'THE EAST SIDE OF A DRIVEWAY TO THE TONY MARKOVIC RESIDENCE.  CONTINUE
 AB3618'EASTERLY ALONG COUNTY ROAD 9 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 AB3618'RIGHT.
 AB3618'THE STATION IS A STANDARD GADT DISK STAMPED---124-214 1981---, SET
 AB3618'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3618'WITH GROUND.  IT IS LOCATED 10.8 METERS (35.30 FT) SOUTH FROM THE
 AB3618'CENTERLINE OF COUNTY ROAD 9, 32.00 METERS (105.0 FT) SOUTHEAST FROM A
 AB3618'FENCE CORNER ON THE NORTH SIDE OF THE ROAD, 53.95 METERS (180.2 FT)
 AB3618'EAST-SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, AND
 AB3618'1.1 METERS (3.6 FT) WEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3618'A STANDARD GADT DISK STAMPED---124-214 1981---, SET INTO AN IRREGULAR
 AB3618'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3618'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-214
 AB3618'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3618'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 6.7 METERS (22.00 FT) SOUTH
 AB3618'FROM THE CENTERLINE OF COUNTY ROAD 9, 34.76 METERS (114.0 FT)
 AB3618'NORTHEAST FROM A TELEPHONE POLE ON THE SOUTH SIDE OF THE ROAD, 39.47
 AB3618'METERS (129.5 FT) SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE
 AB3618'ROAD, MARK IS BELOW STATION 2.13 METERS.
 AB3618'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-214 1981
 AB3618'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3618'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.1 METERS (43.00 FT)
 AB3618'NORTH FROM THE CENTERLINE OF COUNTY ROAD 9, 7.47 METERS (24.50 FT)
 AB3618'EAST-SOUTHEAST FROM A FENCE CORNER, 0.92 METER (3.0 FT) EAST-SOUTHEAST
 AB3618'FROM A POWER POLE, 17.56 METERS (57.60 FT) EAST FROM A TELEPHONE
 AB3618'PEDESTAL, AND 0.92 METER (3.0 FT) SOUTHWEST FROM A WITNESS POST.
 AB3618'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-214 1981 AZ
 AB3618'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 AB3618'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3618'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3618'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3619 ***********************************************************************
 AB3619  DESIGNATION -  BV 124 214 AZ MK
 AB3619  PID         -  AB3619
 AB3619  STATE/COUNTY-  GA/SCREVEN
 AB3619  USGS QUAD   -  ROCKY FORD (1978)
 AB3619
 AB3619                         *CURRENT SURVEY CONTROL
 AB3619  ___________________________________________________________________
 AB3619* NAD 83(1994)-  32 43 23.26685(N)    081 49 30.15834(W)     ADJUSTED  
 AB3619* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 AB3619  ___________________________________________________________________
 AB3619  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AB3619  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AB3619
 AB3619  HORZ ORDER  -  SECOND
 AB3619
 AB3619.The horizontal coordinates were established by classical geodetic methods
 AB3619.and adjusted by the National Geodetic Survey in September 1997..
 AB3619
 AB3619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3619
 AB3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3619
 AB3619.The geoid height was determined by GEOID03.
 AB3619
 AB3619;                    North         East     Units Scale Factor Converg.
 AB3619;SPC GA E     -   301,950.587   232,021.956   MT  0.99991264   +0 11 04.8
 AB3619;SPC GA E     -   990,649.55    761,225.37   sFT  0.99991264   +0 11 04.8
 AB3619;UTM  17      - 3,620,894.678   422,686.890   MT  0.99967370   -0 26 45.7
 AB3619
 AB3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3619!SPC GA E     -   0.99999497  x   0.99991264  =   0.99990761
 AB3619!UTM  17      -   0.99999497  x   0.99967370  =   0.99966867
 AB3619
 AB3619                          SUPERSEDED SURVEY CONTROL
 AB3619
 AB3619  NAD 83(1986)-  32 43 23.26705(N)    081 49 30.15642(W) AD(       ) 2
 AB3619  NGVD 29 (05/08/96)   62.2    (m)          204.     (f) VERT ANG       
 AB3619
 AB3619.Superseded values are not recommended for survey control.
 AB3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3619.See file dsdata.txt to determine how the superseded data were derived.
 AB3619
 AB3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2268720895(NAD 83)
 AB3619_MARKER: DD = SURVEY DISK
 AB3619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3619
 AB3619  HISTORY     - Date     Condition        Report By
 AB3619  HISTORY     - 1981     MONUMENTED       GADT
 AB3619
 AB3619                          STATION DESCRIPTION
 AB3619
 AB3619'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3619'THE STATION IS LOCATED ABOUT 6.75 KM (4.2 MI) NORTH OF ROCKY FORD,
 AB3619'13.85 KM (8.6 MI) SOUTHEAST OF MILLEN, AND 18.2 KM (11.3 MI) WEST OF
 AB3619'SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3619'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 AB3619'ROUTE 21 IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 7 KM (4.35 MI)
 AB3619'TO THE JUNCTION OF PAVED COUNTY ROAD 62 TO THE LEFT.  CONTINUE GOING
 AB3619'SOUTHERLY ALONG STATE ROUTE 17 FOR 6.85 KM (4.25 MI) TO THE JUNCTION
 AB3619'OF PAVED COUNTY ROAD 9 TO THE LEFT.  TURN LEFT GOING NORTHEAST AND
 AB3619'THEN EASTERLY ALONG COUNTY ROAD 9 FOR 4.5 KM (2.8 MI) TO THE STATION
 AB3619'ON THE LEFT.
 AB3619'THE STATION IS A STANDARD GADT DISK STAMPED---124-214 1981 AZ MK---,
 AB3619'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3619'FLUSH WITH GROUND.  IT IS LOCATED 13.1 METERS (43.00 FT) NORTH FROM
 AB3619'THE CENTERLINE OF COUNTY ROAD 9. 7.47 METERS (24.50 FT) EAST-SOUTHEAST
 AB3619'FROM A FENCE CORNER, 0.92 METER (3.00 FT) EAST-SOUTHEAST FROM A POWER
 AB3619'POLE, 17.56 METERS (57.60 FT) EAST FROM A TELEPHONE PEDESTAL, AND 0.92
 AB3619'METER (3.0 FT) SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3619'A STANDARD GADT DISK STAMPED---124-214 1981 AZ MK---, SET INTO AN
 AB3619'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3619'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3619'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3619'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3620 ***********************************************************************
 AB3620  DESIGNATION -  BV 124 214 RM 1
 AB3620  PID         -  AB3620
 AB3620  STATE/COUNTY-  GA/SCREVEN
 AB3620  USGS QUAD   -  ROCKY FORD (1978)
 AB3620
 AB3620                         *CURRENT SURVEY CONTROL
 AB3620  ___________________________________________________________________
 AB3620* NAD 83(1994)-  32 43 27.93277(N)    081 49 16.10079(W)     ADJUSTED  
 AB3620* NAVD 88     -        67.02   (+/-2cm)     219.9    (feet)  VERTCON   
 AB3620  ___________________________________________________________________
 AB3620  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AB3620  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AB3620
 AB3620  HORZ ORDER  -  SECOND
 AB3620  VERT ORDER  -  THIRD (See Below)
 AB3620
 AB3620.The horizontal coordinates were established by classical geodetic methods
 AB3620.and adjusted by the National Geodetic Survey in September 1997..
 AB3620
 AB3620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3620.The vertical order pertains to the NGVD 29 superseded value.
 AB3620
 AB3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3620
 AB3620.The geoid height was determined by GEOID03.
 AB3620
 AB3620;                    North         East     Units Scale Factor Converg.
 AB3620;SPC GA E     -   302,095.496   232,387.512   MT  0.99991293   +0 11 12.5
 AB3620;SPC GA E     -   991,124.97    762,424.70   sFT  0.99991293   +0 11 12.5
 AB3620;UTM  17      - 3,621,035.520   423,053.931   MT  0.99967300   -0 26 38.1
 AB3620
 AB3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3620!SPC GA E     -   0.99999418  x   0.99991293  =   0.99990711
 AB3620!UTM  17      -   0.99999418  x   0.99967300  =   0.99966718
 AB3620
 AB3620                          SUPERSEDED SURVEY CONTROL
 AB3620
 AB3620  NAD 83(1986)-  32 43 27.93293(N)    081 49 16.09886(W) AD(       ) 2
 AB3620  NGVD 29 (05/08/96)   67.26   (m)          220.7    (f) LEVELING    3  
 AB3620
 AB3620.Superseded values are not recommended for survey control.
 AB3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3620.See file dsdata.txt to determine how the superseded data were derived.
 AB3620
 AB3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2305421036(NAD 83)
 AB3620_MARKER: DD = SURVEY DISK
 AB3620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3620
 AB3620  HISTORY     - Date     Condition        Report By
 AB3620  HISTORY     - 1981     MONUMENTED       GADT
 AB3620
 AB3620                          STATION DESCRIPTION
 AB3620
 AB3620'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3620'THE STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) NORTH OF ROCKY FORD,
 AB3620'14.15 KM (8.8 MI) SOUTHEAST OF MILLEN, AND 17.7 KM (11 MI) WEST OF
 AB3620'SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3620'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 AB3620'ROUTE 21 IN MILLEN, GO SOUTH ALONG STATE ROUTE 17 FOR 7 KM (4.35 MI)
 AB3620'TO THE JUNCTION OF PAVED COUNTY ROAD 62 TO THE LEFT.  CONTINUE GOING
 AB3620'SOUTHERLY ALONG STATE ROUTE 17 FOR 6.85 KM (4.25 MI) TO THE JUNCTION
 AB3620'OF PAVED COUNTY ROAD 9 TO THE LEFT.  TURN LEFT GOING NORTHEAST ALONG
 AB3620'COUNTY ROAD 9 FOR 5 KM (3.1 MI) TO THE STATION ON THE RIGHT.
 AB3620'THE STATION IS A STANDARD GADT DISK STAMPED---124-214 1981 RM 1---,
 AB3620'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3620'FLUSH WITH GROUND.  IT IS LOCATED 6.7 METERS (22.00 FT) SOUTH FROM THE
 AB3620'CENTERLINE OF COUNTY ROAD 9, 34.76 METERS (114.0 FT) NORTHEAST FROM A
 AB3620'TELEPHONE POLE ON THE SOUTH SIDE OF THE ROAD, AND 39.47 METERS (129.5
 AB3620'FT) SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD.
 AB3620'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3620'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3620'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3621 ***********************************************************************
 AB3621  DESIGNATION -  BV 124 215
 AB3621  PID         -  AB3621
 AB3621  STATE/COUNTY-  GA/SCREVEN
 AB3621  USGS QUAD   -  JACKSONBORO BRIDGE (1978)
 AB3621
 AB3621                         *CURRENT SURVEY CONTROL
 AB3621  ___________________________________________________________________
 AB3621* NAD 83(1994)-  32 47 09.14866(N)    081 34 03.27676(W)     ADJUSTED  
 AB3621* NAVD 88     -        58.3    (meters)     191.     (feet)  VERTCON   
 AB3621  ___________________________________________________________________
 AB3621  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AB3621  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AB3621
 AB3621  HORZ ORDER  -  SECOND
 AB3621
 AB3621.The horizontal coordinates were established by classical geodetic methods
 AB3621.and adjusted by the National Geodetic Survey in September 1997..
 AB3621
 AB3621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3621
 AB3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3621
 AB3621.The geoid height was determined by GEOID03.
 AB3621
 AB3621;                    North         East     Units Scale Factor Converg.
 AB3621;SPC GA E     -   309,015.575   256,116.526   MT  0.99993882   +0 19 27.9
 AB3621;SPC GA E     - 1,013,828.60    840,275.64   sFT  0.99993882   +0 19 27.9
 AB3621;UTM  17      - 3,627,691.944   446,851.270   MT  0.99963483   -0 18 26.5
 AB3621
 AB3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3621!SPC GA E     -   0.99999562  x   0.99993882  =   0.99993444
 AB3621!UTM  17      -   0.99999562  x   0.99963483  =   0.99963045
 AB3621
 AB3621                          SUPERSEDED SURVEY CONTROL
 AB3621
 AB3621  NAD 83(1986)-  32 47 09.14720(N)    081 34 03.27207(W) AD(       ) 2
 AB3621  NGVD 29 (05/08/96)   58.6    (m)          192.     (f) VERT ANG       
 AB3621
 AB3621.Superseded values are not recommended for survey control.
 AB3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3621.See file dsdata.txt to determine how the superseded data were derived.
 AB3621
 AB3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4685127692(NAD 83)
 AB3621_MARKER: DD = SURVEY DISK
 AB3621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3621
 AB3621  HISTORY     - Date     Condition        Report By
 AB3621  HISTORY     - 1981     MONUMENTED       GADT
 AB3621
 AB3621                          STATION DESCRIPTION
 AB3621
 AB3621'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3621'THE STATION IS LOCATED ABOUT 7.75 KM (4.75 MI) NORTHEAST OF SYLVANIA,
 AB3621'13.7 KM (8.5 MI) SOUTHEAST OF HILLTONIA, AND 22.55 KM (14 MI)
 AB3621'NORTH-NORTHWEST OF NEWINGTON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3621'WAY.
 AB3621'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 301 WITH STATE
 AB3621'ROUTE 24 TO THE SOUTHEAST ABOUT 8 KM (5 MI) NORTH OF SYLVANIA, GO
 AB3621'SOUTHEAST ALONG STATE ROUTE 24 FOR 4.35 KM (2.7 MI) TO THE JUNCTION OF
 AB3621'PAVED COUNTY ROAD 120 CROSSING. CONTINUE GOING SOUTHEAST ALONG STATE
 AB3621'ROUTE 24 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3621'91277 ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 AB3621'EAST ALONG STATE ROUTE 24 FOR 1.2 KM (0.75 MI) TO THE STATION ON THE
 AB3621'LEFT.
 AB3621'THE STATION IS A STANDARD GADT DISK STAMPED---124-215 1981---, SET
 AB3621'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3621'5.1 CM BELOW THE GROUND.  IT IS LOCATED 14.0 METERS (46.00 FT) NORTH
 AB3621'FROM THE CENTERLINE OF STATE ROUTE 24, 16.15 METERS (53.00 FT) WEST
 AB3621'FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, 28.20 METERS (92.50
 AB3621'FT) EAST FROM THE EAST END OF A PIPE UNDER A FIELD ROAD TO THE NORTH,
 AB3621'AND 1.68 METERS (5.00 FT) SOUTH FROM A WITNESS POST SET AT A FENCE.
 AB3621'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-215
 AB3621'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3621'SURFACE.
 AB3621'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-215
 AB3621'1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3621'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 11.64 METERS
 AB3621'(38.20 FT) NORTH FROM THE CENTERLINNE OF STATE ROUTE 24, 10.46 METERS
 AB3621'(34.30 FT) EAST-NORTHEAST FROM THE EAST END OF THE PIPE UNDER THE
 AB3621'FIELD ROAD TO THE NORTH, 11.16 METERS (36.60 FT) EAST-SOUTHEAST FROM A
 AB3621'GATE POST, AND 4.17 METERS (13.70 FT) SOUTH FROM A FENCE. MARK IS
 AB3621'LEVEL WITH STATION.
 AB3621'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-215 1981
 AB3621'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3621'DIAMETER RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.70 METERS
 AB3621'(45 FT) NORTH FROM THE CENTERLINE OF STATE ROUTE 24, 22.71 METERS
 AB3621'(74.50 FT) NORTHEAST FROM THE WEST END OF A SIDE DRAIN PIPE UNDER
 AB3621'COUNTY ROAD 92177 TO THE SOUTH, 25.14 METERS (82.50 FT) NORTHWEST FROM
 AB3621'THE EAST END OF THE CONCRETE PIPE UNDER COUNTY ROAD 92177 TO THE
 AB3621'SOUTH, 2.14 METERS (7 FT) SOUTHEAST FROM A POWER POLE WITH A
 AB3621'TRANSFORMER, AND 1.07 METERS (3.5 FT) WEST-SOUTHWEST FROM A WITNESS
 AB3621'POST.
 AB3621'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---124-215
 AB3621'1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE .91 METER BELOW
 AB3621'THE SURFACE OF THE GROUND.
 AB3621'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3622 ***********************************************************************
 AB3622  DESIGNATION -  BV 124 215 AZ MK
 AB3622  PID         -  AB3622
 AB3622  STATE/COUNTY-  GA/SCREVEN
 AB3622  USGS QUAD   -  JACKSONBORO BRIDGE (1978)
 AB3622
 AB3622                         *CURRENT SURVEY CONTROL
 AB3622  ___________________________________________________________________
 AB3622* NAD 83(1994)-  32 47 09.35059(N)    081 34 49.24954(W)     ADJUSTED  
 AB3622* NAVD 88     -        50.0    (meters)     164.     (feet)  VERTCON   
 AB3622  ___________________________________________________________________
 AB3622  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AB3622  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AB3622
 AB3622  HORZ ORDER  -  SECOND
 AB3622
 AB3622.The horizontal coordinates were established by classical geodetic methods
 AB3622.and adjusted by the National Geodetic Survey in September 1997..
 AB3622
 AB3622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3622
 AB3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3622
 AB3622.The geoid height was determined by GEOID03.
 AB3622
 AB3622;                    North         East     Units Scale Factor Converg.
 AB3622;SPC GA E     -   309,015.094   254,920.292   MT  0.99993718   +0 19 03.0
 AB3622;SPC GA E     - 1,013,827.02    836,350.99   sFT  0.99993718   +0 19 03.0
 AB3622;UTM  17      - 3,627,704.649   445,655.465   MT  0.99963642   -0 18 51.4
 AB3622
 AB3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3622!SPC GA E     -   0.99999693  x   0.99993718  =   0.99993411
 AB3622!UTM  17      -   0.99999693  x   0.99963642  =   0.99963335
 AB3622
 AB3622                          SUPERSEDED SURVEY CONTROL
 AB3622
 AB3622  NAD 83(1986)-  32 47 09.34923(N)    081 34 49.24484(W) AD(       ) 2
 AB3622  NGVD 29 (05/08/96)   50.3    (m)          165.     (f) VERT ANG       
 AB3622
 AB3622.Superseded values are not recommended for survey control.
 AB3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3622.See file dsdata.txt to determine how the superseded data were derived.
 AB3622
 AB3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4565527705(NAD 83)
 AB3622_MARKER: DD = SURVEY DISK
 AB3622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3622
 AB3622  HISTORY     - Date     Condition        Report By
 AB3622  HISTORY     - 1981     MONUMENTED       GADT
 AB3622
 AB3622                          STATION DESCRIPTION
 AB3622
 AB3622'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3622'THE STATION IS LOCATED ABOUT 6.75 KM (4.2 MI) NORTHEAST OF SYLVANIA,
 AB3622'13.05 KM (8.1 MI) SOUTHEAST OF HILLTONIA, AND 22.95 KM (14.25 MI)
 AB3622'NORTH-NORTHWEST OF NEWINGTON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3622'WAY.
 AB3622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3622'ROUTE 24 TO THE SOUTHEAST ABOUT 8 KM (5 MI) NORTH OF SYLVANIA, GO
 AB3622'SOUTHEAST ALONG STATE ROUTE 24 FOR 4.35 KM (2.7 MI) TO THE JUNCTION OF
 AB3622'PAVED COUNTY ROAD 120 CROSSING.  CONTINUE GOING SOUTHEAST ALONG STATE
 AB3622'ROUTE 24 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3622'91277 ON THE RIGHT AND THE STATION ON THE LEFT.
 AB3622'THE STATION IS A STANDARD GADT DISK STAMPED---124-215 1981 AZ MK---,
 AB3622'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3622'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 13.7 METERS (45.00
 AB3622'FT) NORTH FROM THE CENTERLINE OF STATE ROUTE 24, 22.71 METERS (74.50
 AB3622'FT) NORTHEAST FROM THE WEST END OF A CONCRETE PIPE UNDER COUNTY ROAD
 AB3622'92177, 25.14 METERS (82.50 FT) NORTHWEST FROM THE EAST END OF THE
 AB3622'CONCRETE PIPE UNDER COUNTY ROAD 92177, 2.14 METERS (7 FT) SOUTHEAST
 AB3622'FROM A POWER POLE WITH A TRANSFORMER, AND 1.07 METERS (3.50 FT)
 AB3622'WEST-SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3622'GADT DISK STAMPED---124-215 1981 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3622'OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3622'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3622'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3622'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3623 ***********************************************************************
 AB3623  DESIGNATION -  BV 124 215 RM 1
 AB3623  PID         -  AB3623
 AB3623  STATE/COUNTY-  GA/SCREVEN
 AB3623  USGS QUAD   -  JACKSONBORO BRIDGE (1978)
 AB3623
 AB3623                         *CURRENT SURVEY CONTROL
 AB3623  ___________________________________________________________________
 AB3623* NAD 83(1994)-  32 47 09.12361(N)    081 34 03.96183(W)     ADJUSTED  
 AB3623* NAVD 88     -        58.41   (+/-2cm)     191.6    (feet)  VERTCON   
 AB3623  ___________________________________________________________________
 AB3623  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AB3623  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 AB3623
 AB3623  HORZ ORDER  -  SECOND
 AB3623  VERT ORDER  -  THIRD (See Below)
 AB3623
 AB3623.The horizontal coordinates were established by classical geodetic methods
 AB3623.and adjusted by the National Geodetic Survey in September 1997..
 AB3623
 AB3623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3623.The vertical order pertains to the NGVD 29 superseded value.
 AB3623
 AB3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3623
 AB3623.The geoid height was determined by GEOID03.
 AB3623
 AB3623;                    North         East     Units Scale Factor Converg.
 AB3623;SPC GA E     -   309,014.702   256,098.705   MT  0.99993879   +0 19 27.5
 AB3623;SPC GA E     - 1,013,825.73    840,217.17   sFT  0.99993879   +0 19 27.5
 AB3623;UTM  17      - 3,627,691.268   446,833.445   MT  0.99963485   -0 18 26.8
 AB3623
 AB3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3623!SPC GA E     -   0.99999561  x   0.99993879  =   0.99993440
 AB3623!UTM  17      -   0.99999561  x   0.99963485  =   0.99963046
 AB3623
 AB3623                          SUPERSEDED SURVEY CONTROL
 AB3623
 AB3623  NAD 83(1986)-  32 47 09.12215(N)    081 34 03.95714(W) AD(       ) 2
 AB3623  NGVD 29 (05/08/96)   58.66   (m)          192.5    (f) LEVELING    3  
 AB3623
 AB3623.Superseded values are not recommended for survey control.
 AB3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3623.See file dsdata.txt to determine how the superseded data were derived.
 AB3623
 AB3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4683327691(NAD 83)
 AB3623_MARKER: DD = SURVEY DISK
 AB3623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3623
 AB3623  HISTORY     - Date     Condition        Report By
 AB3623  HISTORY     - 1981     MONUMENTED       GADT
 AB3623
 AB3623                          STATION DESCRIPTION
 AB3623
 AB3623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3623'THE STATION IS LOCATED ABOUT 7.75 KM (4.75 MI) NORTHEAST OF SYLVANIA,
 AB3623'13.7 KM (8.5 MI) SOUTHEAST OF HILLTONIA, AND 22.55 KM (14 MI)
 AB3623'NORTH-NORTHWEST OF NEWINGTON. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3623'WAY.
 AB3623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3623'ROUTE 24 TO THE SOUTHEAST ABOUT 8 KM (5 MI) NORTH OF SYLVANIA, GO
 AB3623'SOUTHEAST ALONG STATE ROUTE 24 FOR 4.35 KM (2.7 MI) TO THE JUNCTION OF
 AB3623'PAVED COUNTY ROAD 120 CROSSING.  CONTINUE GOING SOUTHEAST ALONG STATE
 AB3623'ROUTE 24 FOR 1.45 KM (0.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 AB3623'91277 ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE ROUTE 24 FOR 1.2
 AB3623'KM (0.75 MI) TO THE STATION ON THE LEFT.
 AB3623'THE STATION IS A STANDARD GADT DISK STAMPED---124-215 1981 RM 1---,
 AB3623'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3623'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED 11.64 METERS (38.20
 AB3623'FT) NORTH FROM THE CENTERLINE OF STATE ROUTE 24, 10.46 METERS (34.30
 AB3623'FT) EAST-NORTHEAST FROM THE EAST END OF A PIPE UNDER A FIELD ROAD TO
 AB3623'THE NORTH, 11.16 METERS (36.60 FT) EAST-SOUTHEAST FROM A GATE POST,
 AB3623'AND 4.17 METERS (13.70 FT) SOUTH FROM A FENCE.
 AB3623'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3623'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3623'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3624 ***********************************************************************
 AB3624  DESIGNATION -  BV 124 216
 AB3624  PID         -  AB3624
 AB3624  STATE/COUNTY-  GA/SCREVEN
 AB3624  USGS QUAD   -  HUNTERS (1978)
 AB3624
 AB3624                         *CURRENT SURVEY CONTROL
 AB3624  ___________________________________________________________________
 AB3624* NAD 83(1994)-  32 44 28.10993(N)    081 31 12.49147(W)     ADJUSTED  
 AB3624* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 AB3624  ___________________________________________________________________
 AB3624  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AB3624  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AB3624
 AB3624  HORZ ORDER  -  SECOND
 AB3624
 AB3624.The horizontal coordinates were established by classical geodetic methods
 AB3624.and adjusted by the National Geodetic Survey in September 1997..
 AB3624
 AB3624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3624
 AB3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3624
 AB3624.The geoid height was determined by GEOID03.
 AB3624
 AB3624;                    North         East     Units Scale Factor Converg.
 AB3624;SPC GA E     -   304,081.198   260,590.617   MT  0.99994525   +0 20 58.9
 AB3624;SPC GA E     -   997,639.73    854,954.38   sFT  0.99994525   +0 20 58.9
 AB3624;UTM  17      - 3,622,710.109   451,269.344   MT  0.99962928   -0 16 52.7
 AB3624
 AB3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3624!SPC GA E     -   0.99999739  x   0.99994525  =   0.99994264
 AB3624!UTM  17      -   0.99999739  x   0.99962928  =   0.99962667
 AB3624
 AB3624                          SUPERSEDED SURVEY CONTROL
 AB3624
 AB3624  NAD 83(1986)-  32 44 28.10809(N)    081 31 12.48728(W) AD(       ) 2
 AB3624  NGVD 29 (05/08/96)   47.4    (m)          156.     (f) VERT ANG       
 AB3624
 AB3624.Superseded values are not recommended for survey control.
 AB3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3624.See file dsdata.txt to determine how the superseded data were derived.
 AB3624
 AB3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5126922710(NAD 83)
 AB3624_MARKER: DD = SURVEY DISK
 AB3624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3624
 AB3624  HISTORY     - Date     Condition        Report By
 AB3624  HISTORY     - 1981     MONUMENTED       GADT
 AB3624
 AB3624                          STATION DESCRIPTION
 AB3624
 AB3624'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3624'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) EAST OF SYLVANIA, 16.9 KM
 AB3624'(10.5 MI) NORTH OF NEWINGTON, AND 24.55 KM (15.25 MI) NORTHEAST OF
 AB3624'COOPERVILLE. OWNERSHIP--TONY BAZEMORE, ROUTE 3, BOX 266A, SYLVANIA
 AB3624'GEORGIA 30467, PHONE 912 863-7633.
 AB3624'TO REACH THE STATION FROM THE SQUARE IN SYLVANIA AT THE JUNCTION OF
 AB3624'STATE ROUTE 21 (MAIN STREET) WITH EAST OGEECHEE STREET (COUNTY ROAD
 AB3624'90720), GO EAST ALONG EAST OGEECHEE STREET FOR 3.7 KM (2.3 MI) TO THE
 AB3624'JUNCTION OF PAVED COUNTY ROAD 91321 FORKING TO THE LEFT.  CONTINUE
 AB3624'GOING EAST ALONG COUNTY ROAD 90720 (EAST OGEECHEE STREET) FOR 1.9 KM
 AB3624'(1.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 108 TO THE RIGHT.
 AB3624'CONTINUE GOING EAST ALONG COUNTY ROAD 90720 FOR 5.8 KM (3.6 MI) TO THE
 AB3624'JUNCTION OF STATE ROUTE 24.  TURN RIGHT GOING SOUTH ALONG STATE ROUTE
 AB3624'24 FOR 0.7 KM (0.45 MI) TO A BRICK HOUSE ON THE RIGHT, RESIDENCE OF
 AB3624'TONY BAZEMORE, MR BAZEMORE WISHES TO BE CONTACTED BEFORE GOING TO THE
 AB3624'STATION.  CONTINUE SOUTH ALONG STATE ROUTE 24 FOR 0.56 KM (0.35 MI) TO
 AB3624'THE JUNCTION OF A FIELD ROAD TO THE RIGHT.  TURN RIGHT GOING
 AB3624'SOUTHWESTERLY ALONG THE FIELD ROAD FOR 50 METERS (150 FT) TO THE
 AB3624'AZIMUTH MARK ON THE RIGHT AT A POWER POLE.  CONTINUE SOUTHWEST ALONG
 AB3624'THE FIELD ROAD FOR 0.5 KM (0.3 MI) TO A METAL SILO AND THE STATION.
 AB3624'THE STATION IS A STANDARD GADT DISK STAMPED---124-216 1981---, SET
 AB3624'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3624'2.5 CM BELOW THE GROUND.  IT IS LOCATED 0.90 METER (3.00 FT) EAST FROM
 AB3624'A WITNESS POST ON THE EAST SIDE OF THE METAL SILO, 20.57 METERS (67.50
 AB3624'FT) WEST FROM THE NORTH CORNER OF A HOG BARN, AND 8.96 METERS (29.40
 AB3624'FT) NORTHWEST FROM THE INSIDE ELL OF TWO BUILDINGS. THE UNDERGROUND
 AB3624'MARK IS A STANDARD GADT DISK STAMPED---124-216 1981---, SET INTO AN
 AB3624'IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 AB3624'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-216
 AB3624'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3624'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 20.88 METERS
 AB3624'(68.50 FT) NORTHEAST FROM THE EAST SIDE OF A BLUE METAL SILO, 6.00
 AB3624'METERS (19.70 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF A HOG BARN,
 AB3624'AND 26.83 METERS (88.00 FT) WEST-SOUTHWEST FROM THE NORTH CORNER OF
 AB3624'ANOTHER HOG BARN. MARK IS BELOW STATION 0.91 METERS.
 AB3624'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-216 1981
 AB3624'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3624'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 25.90 METERS (85.00 FT)
 AB3624'NORTHWEST FROM THE CENTERLINE OF THE FIELD ROAD, 11.16 METERS (36.60
 AB3624'FT) SOUTHEAST FROM A GUY WIRE ANCHOR, 7.63 METERS (25.50 FT) SOUTHWEST
 AB3624'FROM ANOTHER GUY WIRE ANCHOR LOCATED EAST FROM THE FIRST ONE, AND 0.87
 AB3624'METER (2.80 FT) NORTHWEST FROM A WITNESS POST SET AT THE POWER POLE.
 AB3624'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-216 1981 AZ
 AB3624'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3624'SURFACE OF THE GROUND.
 AB3624'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3624'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3624'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3625 ***********************************************************************
 AB3625  DESIGNATION -  BV 124 216 AZ MK
 AB3625  PID         -  AB3625
 AB3625  STATE/COUNTY-  GA/SCREVEN
 AB3625  USGS QUAD   -  HUNTERS (1978)
 AB3625
 AB3625                         *CURRENT SURVEY CONTROL
 AB3625  ___________________________________________________________________
 AB3625* NAD 83(1994)-  32 44 32.75869(N)    081 31 00.22564(W)     ADJUSTED  
 AB3625* NAVD 88     -        46.7    (meters)     153.     (feet)  VERTCON   
 AB3625  ___________________________________________________________________
 AB3625  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AB3625  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AB3625
 AB3625  HORZ ORDER  -  SECOND
 AB3625
 AB3625.The horizontal coordinates were established by classical geodetic methods
 AB3625.and adjusted by the National Geodetic Survey in September 1997..
 AB3625
 AB3625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3625
 AB3625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3625
 AB3625.The geoid height was determined by GEOID03.
 AB3625
 AB3625;                    North         East     Units Scale Factor Converg.
 AB3625;SPC GA E     -   304,226.349   260,909.053   MT  0.99994573   +0 21 05.5
 AB3625;SPC GA E     -   998,115.95    855,999.12   sFT  0.99994573   +0 21 05.5
 AB3625;UTM  17      - 3,622,851.699   451,589.258   MT  0.99962890   -0 16 46.1
 AB3625
 AB3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3625!SPC GA E     -   0.99999746  x   0.99994573  =   0.99994320
 AB3625!UTM  17      -   0.99999746  x   0.99962890  =   0.99962637
 AB3625
 AB3625                          SUPERSEDED SURVEY CONTROL
 AB3625
 AB3625  NAD 83(1986)-  32 44 32.75682(N)    081 31 00.22142(W) AD(       ) 2
 AB3625  NGVD 29 (05/08/96)   47.0    (m)          154.     (f) VERT ANG       
 AB3625
 AB3625.Superseded values are not recommended for survey control.
 AB3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3625.See file dsdata.txt to determine how the superseded data were derived.
 AB3625
 AB3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5158922852(NAD 83)
 AB3625_MARKER: DD = SURVEY DISK
 AB3625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3625
 AB3625  HISTORY     - Date     Condition        Report By
 AB3625  HISTORY     - 1981     MONUMENTED       GADT
 AB3625
 AB3625                          STATION DESCRIPTION
 AB3625
 AB3625'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3625'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) EAST OF SYLVANIA, 16.9 KM
 AB3625'(10.5 MI) NORTH OF NEWINGTON, AND 24.95 KM (15.5 MI) NORTHEAST OF
 AB3625'COOPERVILLE. OWNERSHIP--TONY BAZEMORE, ROUTE 3, BOX 266A, SYLVANIA,
 AB3625'GEORGIA, 30467, PHONE 912 863-7633.
 AB3625'TO REACH THE STATION FROM THE SQUARE IN SYLVANIA AT THE JUNCTION OF
 AB3625'STATE ROUTE 21 (MAIN STREET) WITH EAST OGEECHEE STREET (COUNTY ROAD
 AB3625'90720), GO EAST ALONG OGEECHEE STREET FOR 3.7 KM (2.3 MI) TO THE
 AB3625'JUNCTION OF PAVED COUNTY ROAD 91321 FORKING TO THE LEFT. CONTINUE
 AB3625'GOING EAST ALONG COUNTY ROAD 90720 (OGEECHEE STREET) FOR 1.9 KM (1.2
 AB3625'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 108 TO THE RIGHT.  CONTINUE
 AB3625'GOING EAST ALONG COUNTY ROAD 90720 FOR 5.8 KM (3.6 MI) TO THE JUNCTION
 AB3625'OF STATE ROUTE 24 CROSSING.  TURN RIGHT GOING SOUTH ALONG STATE ROUTE
 AB3625'24 FOR 0.7 KM (0.45 MI) TO A BRICK HOUSE ON THE RIGHT, RESIDENCE OF
 AB3625'TONY BAZEMORE, MR. BAZEMORE WISHES TO BE CONTACTED BEFORE GOING TO THE
 AB3625'STATION. CONTINUE SOUTH ALONG STATE ROUTE 24 FOR 0.56 KM (0.35 MI) TO
 AB3625'THE JUNCTION OF A FIELD ROAD TO THE RIGHT AND THE STATION ON THE
 AB3625'RIGHT.
 AB3625'THE STATION IS A STANDARD GADT DISK STAMPED---124-216 1981 AZ MK---,
 AB3625'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3625'FLUSH WITH GROUND.  IT IS LOCATED 25.90 METERS (85.00 FT) NORTHWEST
 AB3625'FROM THE CENTERLINE OF THE FIELD ROAD, 11.16 METERS (36.60 FT)
 AB3625'SOUTHEAST FROM THE WESTERN MOST OF TWO GUY WIRES ANCHORS, 7.63 METERS
 AB3625'(25.50 FT) SOUTHWEST FROM THE EASTERN MOST WIRE GUY ANCHOR, AND 0.87
 AB3625'METER (2.80 FT) NORTHWEST FROM A WITNESS POST SET AT THE POWER POLE.
 AB3625'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-216 1981 AZ
 AB3625'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3625'SURFACE.
 AB3625'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3625'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3625'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3626 ***********************************************************************
 AB3626  DESIGNATION -  BV 124 216 RM 1
 AB3626  PID         -  AB3626
 AB3626  STATE/COUNTY-  GA/SCREVEN
 AB3626  USGS QUAD   -  HUNTERS (1978)
 AB3626
 AB3626                         *CURRENT SURVEY CONTROL
 AB3626  ___________________________________________________________________
 AB3626* NAD 83(1994)-  32 44 28.37426(N)    081 31 11.79200(W)     ADJUSTED  
 AB3626* NAVD 88     -        46.84   (+/-2cm)     153.7    (feet)  VERTCON   
 AB3626  ___________________________________________________________________
 AB3626  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AB3626  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AB3626
 AB3626  HORZ ORDER  -  SECOND
 AB3626  VERT ORDER  -  THIRD (See Below)
 AB3626
 AB3626.The horizontal coordinates were established by classical geodetic methods
 AB3626.and adjusted by the National Geodetic Survey in September 1997..
 AB3626
 AB3626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3626.The vertical order pertains to the NGVD 29 superseded value.
 AB3626
 AB3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3626
 AB3626.The geoid height was determined by GEOID03.
 AB3626
 AB3626;                    North         East     Units Scale Factor Converg.
 AB3626;SPC GA E     -   304,089.451   260,608.776   MT  0.99994528   +0 20 59.2
 AB3626;SPC GA E     -   997,666.81    855,013.96   sFT  0.99994528   +0 20 59.2
 AB3626;UTM  17      - 3,622,718.159   451,287.588   MT  0.99962926   -0 16 52.4
 AB3626
 AB3626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3626!SPC GA E     -   0.99999745  x   0.99994528  =   0.99994273
 AB3626!UTM  17      -   0.99999745  x   0.99962926  =   0.99962671
 AB3626
 AB3626                          SUPERSEDED SURVEY CONTROL
 AB3626
 AB3626  NAD 83(1986)-  32 44 28.37243(N)    081 31 11.78779(W) AD(       ) 2
 AB3626  NGVD 29 (05/08/96)   47.09   (m)          154.5    (f) LEVELING    3  
 AB3626
 AB3626.Superseded values are not recommended for survey control.
 AB3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3626.See file dsdata.txt to determine how the superseded data were derived.
 AB3626
 AB3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5128822718(NAD 83)
 AB3626_MARKER: DD = SURVEY DISK
 AB3626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3626
 AB3626  HISTORY     - Date     Condition        Report By
 AB3626  HISTORY     - 1981     MONUMENTED       GADT
 AB3626
 AB3626                          STATION DESCRIPTION
 AB3626
 AB3626'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3626'THE STATION IS LOCATED 11.3 KM (7 MI) EAST OF SYLVANIA, 16.9 KM (10.5
 AB3626'MI) NORTH OF NEWINGTON, AND 24.55 KM (15.25 MI) NORTHEAST OF
 AB3626'COOPERVILLE. OWNERSHIP--TONY BAZEMORE, ROUTE 3, BOX 266A, SYLVANIA
 AB3626'GEORGIA, 30467, PHONE 912 263-7633.
 AB3626'TO REACH THE STATION FROM THE SQUARE IN SYLVANIA AT THE JUNCTION OF
 AB3626'STATE ROUTE 21 (MAIN STREET) WITH EAST OGEECHEE STREET (COUNTY ROAD
 AB3626'90720), GO EAST ALONG OGEECHEE STREET FOR 3.7 KM (2.3 MI) TO THE
 AB3626'JUNCTION OF PAVED COUNTY ROAD 91321 FORKING TO THE LEFT. CONTINUE
 AB3626'GOING EAST ALONG COUNTY ROAD 90720 (EAST OGEECHEE STREET) FOR 1.9 KM
 AB3626'(1.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 108 TO THE RIGHT.
 AB3626'CONTINUE GOING EAST ALONG COUNTY ROAD 90720 FOR 5.8 KM (3.6 MI) TO THE
 AB3626'JUNCTION OF STATE ROUTE 24.  TURN RIGHT GOING SOUTH ALONG STATE ROUTE
 AB3626'24 FOR 0.7 KM (0.45 MI) TO A BRICK HOUSE ON THE RIGHT, RESIDENCE OF
 AB3626'TONY BAZEMORE, MR. BAZEMORE WISHES TO BE CONTACTED BEFORE GOING TO THE
 AB3626'STATION.  CONTINUE SOUTH ALONG STATE ROUTE 24 FOR 0.56 KM (0.35 MI) TO
 AB3626'THE JUNCTION OF A FIELD ROAD TO THE RIGHT.  TURN RIGHT GOING
 AB3626'SOUTHWESTERLY ALONG THE FIELD ROAD FOR 0.5 KM (0.3 MI) TO A METAL SILO
 AB3626'AND THE STATION.
 AB3626'THE STATION IS A STANDARD GADT DISK SET INTO THE TOP OF A ROUND
 AB3626'CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED 2.5 CM BELOW THE
 AB3626'GROUND.  IT IS LOCATED 20.88 METERS (68.50 FT) NORTHEAST FROM THE EAST
 AB3626'SIDE OF A BLUE METAL SILO, 6.00 METERS (19.70 FT) NORTH-NORTHEAST FROM
 AB3626'THE NORTH CORNER OF A HOG BARN, AND 26.83 METERS (88.00 FT)
 AB3626'WEST-SOUTHWEST FROM THE NORTH CORNER OF ANOTHER HOG BARN NORTH OF THE
 AB3626'FIRST ONE.
 AB3626'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3626'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3626'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3627 ***********************************************************************
 AB3627  DESIGNATION -  BV 124 217
 AB3627  PID         -  AB3627
 AB3627  STATE/COUNTY-  GA/SCREVEN
 AB3627  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3627
 AB3627                         *CURRENT SURVEY CONTROL
 AB3627  ___________________________________________________________________
 AB3627* NAD 83(1994)-  32 37 38.79689(N)    081 38 29.19805(W)     ADJUSTED  
 AB3627* NAVD 88     -        71.2    (meters)     234.     (feet)  VERTCON   
 AB3627  ___________________________________________________________________
 AB3627  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3627  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AB3627
 AB3627  HORZ ORDER  -  SECOND
 AB3627
 AB3627.The horizontal coordinates were established by classical geodetic methods
 AB3627.and adjusted by the National Geodetic Survey in September 1997..
 AB3627
 AB3627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3627
 AB3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3627
 AB3627.The geoid height was determined by GEOID03.
 AB3627
 AB3627;                    North         East     Units Scale Factor Converg.
 AB3627;SPC GA E     -   291,410.375   249,284.364   MT  0.99992994   +0 16 59.5
 AB3627;SPC GA E     -   956,068.87    817,860.45   sFT  0.99992994   +0 16 59.5
 AB3627;UTM  17      - 3,610,168.146   439,827.890   MT  0.99964465   -0 20 45.1
 AB3627
 AB3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3627!SPC GA E     -   0.99999358  x   0.99992994  =   0.99992352
 AB3627!UTM  17      -   0.99999358  x   0.99964465  =   0.99963823
 AB3627
 AB3627                          SUPERSEDED SURVEY CONTROL
 AB3627
 AB3627  NAD 83(1986)-  32 37 38.79226(N)    081 38 29.19695(W) AD(       ) 2
 AB3627  NGVD 29 (05/08/96)   71.5    (m)          235.     (f) VERT ANG       
 AB3627
 AB3627.Superseded values are not recommended for survey control.
 AB3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3627.See file dsdata.txt to determine how the superseded data were derived.
 AB3627
 AB3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3982810168(NAD 83)
 AB3627_MARKER: DD = SURVEY DISK
 AB3627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3627
 AB3627  HISTORY     - Date     Condition        Report By
 AB3627  HISTORY     - 1981     MONUMENTED       GADT
 AB3627
 AB3627                          STATION DESCRIPTION
 AB3627
 AB3627'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3627'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI) EAST-NORTHEAST OF
 AB3627'COOPERVILLE, 13.7 KM (8.5 MI) WEST-NORTHWEST OF NEWINGTON, AND 13.7 KM
 AB3627'(8.5 MI) SOUTH OF SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3627'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 WITH U.S.
 AB3627'HIGHWAY 301 (STATE ROUTE 73) ABOUT 17.3 KM (10.75 MI) NORTH-NORTHEAST
 AB3627'OF STATESBORO, GO EASTERLY ALONG STATE ROUTE 17 FOR 2.55 KM (1.6 MI)
 AB3627'TO THE JUNCTION OF DIRT COUNTY ROAD 46 TO THE LEFT.  CONTINUE GOING
 AB3627'EASTERLY ALONG STATE ROUTE 17 FOR 2.4 KM (1.55 MI) TO THE JUNCTION OF
 AB3627'PAVED COUNTY ROAD 51 TO THE LEFT.  TURN LEFT GOING NORTHERLY ALONG
 AB3627'COUNTY ROAD 51 FOR 3.55 KM (2.2 MI) TO THE JUNCTION OF DIRT COUNTY
 AB3627'ROAD 49 TO THE LEFT. CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 51 FOR
 AB3627'3.45 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92178 TO THE
 AB3627'LEFT, AND PAVED COUNTY ROAD 91478 TO THE RIGHT AND STRAIGHT AHEAD.
 AB3627'TURN LEFT GOING WESTERLY ALONG COUNTY ROAD 92178 FOR 0.7 KM (0.45 MI)
 AB3627'TO THE STATION ON THE RIGHT.
 AB3627'THE STATION IS A STANDARD GADT DISK STAMPED---124-217 1981---, SET
 AB3627'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3627'WITH GROUND.  IT IS LOCATED 11 METERS (36.00 FT) NORTH-NORTHEAST FROM
 AB3627'THE CENTERLINE OF COUNTY ROAD 92178, 73.46 METERS (241.0 FT) SOUTHEAST
 AB3627'FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, 93.27 METERS (306.0
 AB3627'FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 AB3627'NORTH SIDE OF THE ROAD, 88.70 METERS (291.0 FT) NORTHEAST FROM THE
 AB3627'WEST END OF A 24 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE
 AB3627'NORTHEAST, AND 1.83 METERS (6.0 FT) SOUTH-SOUTHEAST FROM A WITNESS
 AB3627'POST AT A FENCE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3627'STAMPED---124-217 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3627'METERS BELOW THE SURFACE.
 AB3627'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-217
 AB3627'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3627'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 10.6 METERS (35.00 FT)
 AB3627'NORTH-NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 92178, 60.10 METERS
 AB3627'(197.2 FT) SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD,
 AB3627'79.70 METERS (261.5 FT) SOUTHEAST FROM A TELEPHONE PEDESTAL ON THE
 AB3627'NORTH SIDE OF THE ROAD, AND 2.16 METERS (7.10 FT) SOUTH-SOUTHWEST FROM
 AB3627'THE FENCE. MARK IS LEVEL WITH STATION.
 AB3627'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-217 1981
 AB3627'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3627'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.52 METERS (37.80 FT)
 AB3627'SOUTH-SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 92178, 2.8 METERS
 AB3627'(9.2 FT) SOUTHEAST FROM A STUB POLE ON THE SOUTH SIDE OF THE ROAD,
 AB3627'24.97 METERS (81.90 FT) SOUTH-SOUTHWEST FROM A TELEPHONE POLE WITH
 AB3627'PEDESTAL ON THE NORTH SIDE OF THE ROAD, 33.50 METERS (109.9 FT)
 AB3627'NORTHWEST FROM THE NORTHWEST CORNER OF A BRICK HOUSE AND 0.98 METER
 AB3627'(3.2 FT) SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3627'STANDARD GADT DISK STAMPED---124-217 1981 AZ MK---, IMBEDDED IN AN
 AB3627'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 AB3627'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWESTERLY ALONG
 AB3627'COUNTY ROAD 92178 FOR 0.3 KM (0.2 MI) TO THE MARK ON THE LEFT.
 AB3627'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3627'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3627'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3628 ***********************************************************************
 AB3628  DESIGNATION -  BV 124 217 AZ MK
 AB3628  PID         -  AB3628
 AB3628  STATE/COUNTY-  GA/SCREVEN
 AB3628  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3628
 AB3628                         *CURRENT SURVEY CONTROL
 AB3628  ___________________________________________________________________
 AB3628* NAD 83(1994)-  32 37 46.24981(N)    081 38 39.11729(W)     ADJUSTED  
 AB3628* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 AB3628  ___________________________________________________________________
 AB3628  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AB3628  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AB3628
 AB3628  HORZ ORDER  -  SECOND
 AB3628
 AB3628.The horizontal coordinates were established by classical geodetic methods
 AB3628.and adjusted by the National Geodetic Survey in September 1997..
 AB3628
 AB3628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3628
 AB3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3628
 AB3628.The geoid height was determined by GEOID03.
 AB3628
 AB3628;                    North         East     Units Scale Factor Converg.
 AB3628;SPC GA E     -   291,638.669   249,024.684   MT  0.99992963   +0 16 54.2
 AB3628;SPC GA E     -   956,817.87    817,008.48   sFT  0.99992963   +0 16 54.2
 AB3628;UTM  17      - 3,610,399.211   439,570.806   MT  0.99964503   -0 20 50.5
 AB3628
 AB3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3628!SPC GA E     -   0.99999335  x   0.99992963  =   0.99992298
 AB3628!UTM  17      -   0.99999335  x   0.99964503  =   0.99963839
 AB3628
 AB3628                          SUPERSEDED SURVEY CONTROL
 AB3628
 AB3628  NAD 83(1986)-  32 37 46.24522(N)    081 38 39.11615(W) AD(       ) 2
 AB3628  NGVD 29 (05/08/96)   72.9    (m)          239.     (f) VERT ANG       
 AB3628
 AB3628.Superseded values are not recommended for survey control.
 AB3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3628.See file dsdata.txt to determine how the superseded data were derived.
 AB3628
 AB3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3957110399(NAD 83)
 AB3628_MARKER: DD = SURVEY DISK
 AB3628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3628
 AB3628  HISTORY     - Date     Condition        Report By
 AB3628  HISTORY     - 1981     MONUMENTED       GADT
 AB3628
 AB3628                          STATION DESCRIPTION
 AB3628
 AB3628'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3628'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI) EAST-NORTHEAST OF
 AB3628'COOPERSVILLE, 13.3 KM (8.25 MI) WEST-NORTHWEST OF NEWINGTON, AND 13.7
 AB3628'KM (8.5 MI) SOUTH OF SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3628'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 WITH U.S.
 AB3628'HIGHWAY 301 (STATE ROUTE 73) ABOUT 17.3 KM (10.75 MI) NORTH-NORTHEAST
 AB3628'OF STATESBORO, GO EASTERLY ALONG STATE ROUTE 17 FOR 2.55 KM (1.6 MI)
 AB3628'TO THE JUNCTION OF DIRT COUNTY ROAD 46 TO THE LEFT.  CONTINUE GOING
 AB3628'EASTERLY ALONG STATE ROUTE 17 FOR 2.4 KM (1.55 MI) TO THE JUNCTION OF
 AB3628'PAVED COUNTY ROAD 51 TO THE LEFT. TURN LEFT GOING NORTHERLY ALONG
 AB3628'COUNTY ROAD 51 FOR 3.55 KM (2.2 MI) TO THE JUNCTION OF DIRT COUNTY
 AB3628'ROAD 49 TO THE LEFT.  CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 51
 AB3628'FOR 3.45 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92178 TO
 AB3628'THE LEFT, AND PAVED COUNTY ROAD 91478 TO THE RIGHT.  TURN LEFT GOING
 AB3628'WESTERLY ALONG COUNTY ROAD 92178 FOR 1 KM (0.65 MI) TO THE MARK ON THE
 AB3628'LEFT.
 AB3628'THE STATION IS A STANDARD NGS DISK STAMPED---124-217 1981 AZ MK---,
 AB3628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24.5 CM IN DIAMETER
 AB3628'FLUSH WITH GROUND.  IT IS LOCATED 11.52 METERS (37.80 FT)
 AB3628'SOUTH-SOUTHWEST FROM THE CENTERLINE OF COUNTY ROAD 92178, 2.8 METERS
 AB3628'(9.2 FT) SOUTHEAST FROM A STUB POLE ON THE SOUTH SIDE OF THE ROAD,
 AB3628'24.97 METERS (81.90 FT) SOUTH-SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 AB3628'CABLE PEDESTAL ON THE NORTH SIDE OF THE ROAD, 33.50 METERS (109.9 FT)
 AB3628'NORTHWEST FROM THE NORTHWEST CORNER OF A BRICK HOUSE, AND 0.98 METER
 AB3628'(3.2 FT) SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A
 AB3628'STANDARD GADT DISK STAMPED---124-217 1981 AZ MK---, SET INTO AN
 AB3628'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3628'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3628'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3628'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3629 ***********************************************************************
 AB3629  DESIGNATION -  BV 124 217 RM 1
 AB3629  PID         -  AB3629
 AB3629  STATE/COUNTY-  GA/SCREVEN
 AB3629  USGS QUAD   -  SYLVANIA SOUTH (1978)
 AB3629
 AB3629                         *CURRENT SURVEY CONTROL
 AB3629  ___________________________________________________________________
 AB3629* NAD 83(1994)-  32 37 39.09096(N)    081 38 29.58253(W)     ADJUSTED  
 AB3629* NAVD 88     -        71.27   (+/-2cm)     233.8    (feet)  VERTCON   
 AB3629  ___________________________________________________________________
 AB3629  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3629  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 AB3629
 AB3629  HORZ ORDER  -  SECOND
 AB3629  VERT ORDER  -  THIRD (See Below)
 AB3629
 AB3629.The horizontal coordinates were established by classical geodetic methods
 AB3629.and adjusted by the National Geodetic Survey in September 1997..
 AB3629
 AB3629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3629.The vertical order pertains to the NGVD 29 superseded value.
 AB3629
 AB3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3629
 AB3629.The geoid height was determined by GEOID03.
 AB3629
 AB3629;                    North         East     Units Scale Factor Converg.
 AB3629;SPC GA E     -   291,419.384   249,274.298   MT  0.99992993   +0 16 59.3
 AB3629;SPC GA E     -   956,098.43    817,827.43   sFT  0.99992993   +0 16 59.3
 AB3629;UTM  17      - 3,610,177.262   439,817.926   MT  0.99964466   -0 20 45.3
 AB3629
 AB3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3629!SPC GA E     -   0.99999357  x   0.99992993  =   0.99992350
 AB3629!UTM  17      -   0.99999357  x   0.99964466  =   0.99963823
 AB3629
 AB3629                          SUPERSEDED SURVEY CONTROL
 AB3629
 AB3629  NAD 83(1986)-  32 37 39.08633(N)    081 38 29.58144(W) AD(       ) 2
 AB3629  NGVD 29 (05/08/96)   71.52   (m)          234.6    (f) LEVELING    3  
 AB3629
 AB3629.Superseded values are not recommended for survey control.
 AB3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3629.See file dsdata.txt to determine how the superseded data were derived.
 AB3629
 AB3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS3981810177(NAD 83)
 AB3629_MARKER: DD = SURVEY DISK
 AB3629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3629
 AB3629  HISTORY     - Date     Condition        Report By
 AB3629  HISTORY     - 1981     MONUMENTED       GADT
 AB3629
 AB3629                          STATION DESCRIPTION
 AB3629
 AB3629'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3629'THE STATION IS LOCATED ABOUT 7.25 KM (4.5 MI) EAST-NORTHEAST OF
 AB3629'COOPERVILLE, 13.7 KM (8.5 MI) WEST-NORTHWEST OF NEWINGTON, AND 13.7 KM
 AB3629'(8.5 MI) SOUTH OF SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3629'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 WITH U.S.
 AB3629'HIGHWAY 301 (STATE ROUTE 73) ABOUT 17.3 KM (10.75 MI) NORTH-NORTHEAST
 AB3629'OF STATESBORO, GO EASTERLY ALONG STATE ROUTE 17 FOR 2.55 KM (1.6 MI)
 AB3629'TO THE JUNCTION OF DIRT COUNTY ROAD 17 TO THE LEFT.  CONTINUE GOING
 AB3629'EASTERLY ALONG STATE ROUTE 17 FOR 2.4 KM (1.55 MI) TO THE JUNCTION OF
 AB3629'PAVED COUNTY ROAD 51 TO THE LEFT. TURN LEFT GOING NORTHERLY ALONG
 AB3629'COUNTY ROAD 51 FOR 3.55 KM (2.2 MI) TO THE JUNCTION OF DIRT COUNTY
 AB3629'ROAD 49 TO THE LEFT. CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 51 FOR
 AB3629'3.45 KM (2.15 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 92178 TO THE
 AB3629'LEFT, AND PAVED COUNTY ROAD 91478 TO THE RIGHT AND STRAIGHT AHEAD.
 AB3629'TURN LEFT GOING WESTERLY ALONG COUNTY ROAD 92178 FOR 0.7 KM (0.45 MI)
 AB3629'TO THE STATION ON THE RIGHT.
 AB3629'THE STATION IS A STANDARD GADT DISK STAMPED---124-217 1981 RM 1---,
 AB3629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24.5 CM IN DIAMETER
 AB3629'FLUSH WITH GROUND.  IT IS LOCATED 10.60 METERS (35.00 FT)
 AB3629'NORTH-NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 92178, 60.10 METERS
 AB3629'(197.2 FT) SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD,
 AB3629'79.70 METERS (261.5 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 AB3629'PEDESTAL ON THE NORTH SIDE OF THE ROAD, AND 2.16 METERS (7.1 FT)
 AB3629'SOUTH-SOUTHWEST FROM A FENCE.
 AB3629'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3629'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3629'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3630 ***********************************************************************
 AB3630  DESIGNATION -  BV 124 218
 AB3630  PID         -  AB3630
 AB3630  STATE/COUNTY-  GA/SCREVEN
 AB3630  USGS QUAD   -  HUNTERS (1978)
 AB3630
 AB3630                         *CURRENT SURVEY CONTROL
 AB3630  ___________________________________________________________________
 AB3630* NAD 83(1994)-  32 42 01.40297(N)    081 35 22.74621(W)     ADJUSTED  
 AB3630* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 AB3630  ___________________________________________________________________
 AB3630  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AB3630  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AB3630
 AB3630  HORZ ORDER  -  SECOND
 AB3630
 AB3630.The horizontal coordinates were established by classical geodetic methods
 AB3630.and adjusted by the National Geodetic Survey in September 1997..
 AB3630
 AB3630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3630
 AB3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3630
 AB3630.The geoid height was determined by GEOID03.
 AB3630
 AB3630;                    North         East     Units Scale Factor Converg.
 AB3630;SPC GA E     -   299,524.561   254,100.390   MT  0.99993608   +0 18 42.3
 AB3630;SPC GA E     -   982,690.16    833,661.03   sFT  0.99993608   +0 18 42.3
 AB3630;UTM  17      - 3,618,226.562   444,731.366   MT  0.99963766   -0 19 06.8
 AB3630
 AB3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3630!SPC GA E     -   0.99999297  x   0.99993608  =   0.99992905
 AB3630!UTM  17      -   0.99999297  x   0.99963766  =   0.99963063
 AB3630
 AB3630                          SUPERSEDED SURVEY CONTROL
 AB3630
 AB3630  NAD 83(1986)-  32 42 01.39867(N)    081 35 22.74403(W) AD(       ) 2
 AB3630  NGVD 29 (05/08/96)   75.5    (m)          248.     (f) VERT ANG       
 AB3630
 AB3630.Superseded values are not recommended for survey control.
 AB3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3630.See file dsdata.txt to determine how the superseded data were derived.
 AB3630
 AB3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4473118227(NAD 83)
 AB3630_MARKER: DD = SURVEY DISK
 AB3630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3630
 AB3630  HISTORY     - Date     Condition        Report By
 AB3630  HISTORY     - 1981     MONUMENTED       GADT
 AB3630
 AB3630                          STATION DESCRIPTION
 AB3630
 AB3630'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3630'THE STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) SOUTHEAST OF SYLVANIA,
 AB3630'14.5 KM (9 MI) NORTHWEST OF NEWINGTON, AND 16.1 KM (10 MI) NORTHEAST
 AB3630'OF COOPERSVILLE. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3630'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BUSINESS
 AB3630'(STATE ROUTE 73) AND STATE ROUTE 21 IN SYLVANIA, GO SOUTHEAST ALONG
 AB3630'STATE ROUTE 21 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3630'ROAD 91478 FORKING TO THE RIGHT. CONTINUE GOING SOUTHEAST ALONG STATE
 AB3630'ROUTE 21 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3630'92530 TO THE RIGHT, AND DIRT COUNTY ROAD 97 TO THE LEFT.  CONTINUE
 AB3630'GOING SOUTHEAST ALONG STATE ROUTE 21 FOR 0.25 KM (0.15 MI) TO THE
 AB3630'AZIMUTH MARK ON THE LEFT NEAR A FIELD ROAD TO THE LEFT.  CONTINUE
 AB3630'GOING SOUTHEAST ALONG STATE ROUTE 21 FOR 0.8 KM (0.5 MI) TO THE
 AB3630'STATION ON THE RIGHT.
 AB3630'THE STATION IS A STANDARD GADT DISK STAMPED---124-218 1981---, SET
 AB3630'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3630'2.5 CM BELOW THE GROUND.  IT IS LOCATED 12.3 METERS (40.50 FT) WEST
 AB3630'FROM THE CENTERLINE OF STATE ROUTE 21, 33.50 METERS (110.0 FT)
 AB3630'NORTHWEST FROM THE MOST NORTHERN OF THREE CINDER BLOCK COLUMNS WITH A
 AB3630'ROUND BALL ON TOP AT THE ENTRANCE TO A DRIVEWAY ON THE EAST SIDE OF
 AB3630'THE ROAD, 24.40 METERS (80.00 FT) NORTH-NORTHEAST FROM A POWER POLE ON
 AB3630'THE WEST SIDE OF THE HIGHWAY, 23.30 METERS (76.50 FT) SOUTH-SOUTHWEST
 AB3630'FROM AN END FENCE POST OF A SINGLE STRAND BARBED WIRE FENCE RUNNING
 AB3630'EAST AND WEST , 12.20 METERS (40.00 FT) EAST FROM AN 18 INCH PINE
 AB3630'TREE, AND 1.47 METERS (4.82 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 AB3630'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-218
 AB3630'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3630'SURFACE.
 AB3630'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-218
 AB3630'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3630'DIAMETER RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 13.71 METERS
 AB3630'(45.00 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 9.78 METERS (32.10
 AB3630'FT) SOUTH FROM THE END POST OF THE FENCE RUNNING EAST AND WEST, AND
 AB3630'17.98 METERS (59 FT) NORTH FROM THE 18 INCH PINE TREE. MARK IS BELOW
 AB3630'STATION 0.3 METERS.
 AB3630'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-218 1981
 AB3630'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3630'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.71 METERS (45.00 FT)
 AB3630'EAST FROM THE CENTERLINE OF THE HIGHWAY, 31.24 METERS (102.5 FT)
 AB3630'NORTHEAST FROM A POWER POLE ON THE WEST SIDE OF THE ROAD, 11.00 METERS
 AB3630'(36.00 FT) NORTH FROM THE CENTERLINE OF THE FIELD ROAD, 7.6 METERS
 AB3630'(25.00 FT) NORTH-NORTHEAST FROM THE NORTH END OF THE PIPE UNDER THE
 AB3630'FIELD ROAD, AND 0.77 METER (2.55 FT) NORTH-NORTHWEST FROM A WITNESS
 AB3630'POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-218
 AB3630'1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 AB3630'GROUND SURFACE.
 AB3630'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3630'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3630'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3631 ***********************************************************************
 AB3631  DESIGNATION -  BV 124 218 AZ MK
 AB3631  PID         -  AB3631
 AB3631  STATE/COUNTY-  GA/SCREVEN
 AB3631  USGS QUAD   -  HUNTERS (1978)
 AB3631
 AB3631                         *CURRENT SURVEY CONTROL
 AB3631  ___________________________________________________________________
 AB3631* NAD 83(1994)-  32 42 27.52916(N)    081 35 29.29878(W)     ADJUSTED  
 AB3631* NAVD 88     -        78.1    (meters)     256.     (feet)  VERTCON   
 AB3631  ___________________________________________________________________
 AB3631  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AB3631  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AB3631
 AB3631  HORZ ORDER  -  SECOND
 AB3631
 AB3631.The horizontal coordinates were established by classical geodetic methods
 AB3631.and adjusted by the National Geodetic Survey in September 1997..
 AB3631
 AB3631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3631
 AB3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3631
 AB3631.The geoid height was determined by GEOID03.
 AB3631
 AB3631;                    North         East     Units Scale Factor Converg.
 AB3631;SPC GA E     -   300,328.397   253,925.366   MT  0.99993585   +0 18 38.9
 AB3631;SPC GA E     -   985,327.42    833,086.80   sFT  0.99993585   +0 18 38.9
 AB3631;UTM  17      - 3,619,032.035   444,565.246   MT  0.99963789   -0 19 10.6
 AB3631
 AB3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3631!SPC GA E     -   0.99999252  x   0.99993585  =   0.99992837
 AB3631!UTM  17      -   0.99999252  x   0.99963789  =   0.99963041
 AB3631
 AB3631                          SUPERSEDED SURVEY CONTROL
 AB3631
 AB3631  NAD 83(1986)-  32 42 27.52488(N)    081 35 29.29649(W) AD(       ) 2
 AB3631  NGVD 29 (05/08/96)   78.3    (m)          257.     (f) VERT ANG       
 AB3631
 AB3631.Superseded values are not recommended for survey control.
 AB3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3631.See file dsdata.txt to determine how the superseded data were derived.
 AB3631
 AB3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4456519032(NAD 83)
 AB3631_MARKER: DD = SURVEY DISK
 AB3631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3631
 AB3631  HISTORY     - Date     Condition        Report By
 AB3631  HISTORY     - 1981     MONUMENTED       GADT
 AB3631
 AB3631                          STATION DESCRIPTION
 AB3631
 AB3631'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3631'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) SOUTHEAST OF SYLVANIA,
 AB3631'15.3 KM (9.5 MI) NORTHWEST OF NEWINGTON, AND 16.9 KM (10.5 MI)
 AB3631'NORTHEAST OF COOPERSVILLE. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BUSINESS
 AB3631'(STATE ROUTE 73) AND STATE ROUTE 21 IN SYLVANIA, GO SOUTHEAST ALONG
 AB3631'STATE ROUTE 21 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3631'ROAD 91478 FORKING TO THE RIGHT. CONTINUE GOING SOUTHEAST ALONG STATE
 AB3631'ROUTE 21 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3631'92530 TO THE RIGHT, AND DIRT COUNTY ROAD 97 TO THE LEFT.  CONTINUE
 AB3631'GOING SOUTHEAST ALONG STATE ROUTE 21 FOR 0.25 KM (0.15 MI) TO THE
 AB3631'STATION ON THE LEFT NEAR A FIELD ROAD TO THE LEFT.
 AB3631'THE STATION IS A STANDARD GADT DISK STAMPED---124-218 1981 AZ MK---,
 AB3631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3631'FLUSH WITH GROUND.  IT IS LOCATED 13.71 METERS (45 FT) EAST FROM THE
 AB3631'CENTERLINE OF STATE ROUTE 21, 31.2 METERS (102.5 FT) NORTHEAST FROM A
 AB3631'POWER POLE ON THE WEST SIDE OF THE ROAD, 11.00 METERS (36.00 FT) NORTH
 AB3631'FROM THE CENTERLINE OF A FIELD ROAD, 7.6 METERS (25.00 FT)
 AB3631'NORTH-NORTHEAST FROM THE NORTH END OF A CONCRETE PIPE UNDER THE FIELD
 AB3631'ROAD, AND 0.77 METER (2.55 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 AB3631'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-218 1981 AZ
 AB3631'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3631'SURFACE.
 AB3631'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3631'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3631'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3632 ***********************************************************************
 AB3632  DESIGNATION -  BV 124 218 RM 1
 AB3632  PID         -  AB3632
 AB3632  STATE/COUNTY-  GA/SCREVEN
 AB3632  USGS QUAD   -  HUNTERS (1978)
 AB3632
 AB3632                         *CURRENT SURVEY CONTROL
 AB3632  ___________________________________________________________________
 AB3632* NAD 83(1994)-  32 42 01.83884(N)    081 35 22.85239(W)     ADJUSTED  
 AB3632* NAVD 88     -        74.69   (+/-2cm)     245.0    (feet)  VERTCON   
 AB3632  ___________________________________________________________________
 AB3632  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AB3632  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AB3632
 AB3632  HORZ ORDER  -  SECOND
 AB3632  VERT ORDER  -  THIRD (See Below)
 AB3632
 AB3632.The horizontal coordinates were established by classical geodetic methods
 AB3632.and adjusted by the National Geodetic Survey in September 1997..
 AB3632
 AB3632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3632.The vertical order pertains to the NGVD 29 superseded value.
 AB3632
 AB3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3632
 AB3632.The geoid height was determined by GEOID03.
 AB3632
 AB3632;                    North         East     Units Scale Factor Converg.
 AB3632;SPC GA E     -   299,537.972   254,097.552   MT  0.99993607   +0 18 42.2
 AB3632;SPC GA E     -   982,734.16    833,651.72   sFT  0.99993607   +0 18 42.2
 AB3632;UTM  17      - 3,618,240.000   444,728.676   MT  0.99963767   -0 19 06.9
 AB3632
 AB3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3632!SPC GA E     -   0.99999305  x   0.99993607  =   0.99992912
 AB3632!UTM  17      -   0.99999305  x   0.99963767  =   0.99963073
 AB3632
 AB3632                          SUPERSEDED SURVEY CONTROL
 AB3632
 AB3632  NAD 83(1986)-  32 42 01.83453(N)    081 35 22.85021(W) AD(       ) 2
 AB3632  NGVD 29 (05/08/96)   74.94   (m)          245.9    (f) LEVELING    3  
 AB3632
 AB3632.Superseded values are not recommended for survey control.
 AB3632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3632.See file dsdata.txt to determine how the superseded data were derived.
 AB3632
 AB3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4472918240(NAD 83)
 AB3632_MARKER: DD = SURVEY DISK
 AB3632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3632
 AB3632  HISTORY     - Date     Condition        Report By
 AB3632  HISTORY     - 1981     MONUMENTED       GADT
 AB3632
 AB3632                          STATION DESCRIPTION
 AB3632
 AB3632'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3632'THE STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) SOUTHEAST OF SYLVANIA,
 AB3632'14.5 KM (9 MI) NORTHWEST OF NEWINGTON, AND 16.1 KM (10 MI) NORTHEAST
 AB3632'OF COOPERSVILLE. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3632'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BUSINESS
 AB3632'(STATE ROUTE 73) AND STATE ROUTE 21 IN SYLVANIA, GO SOUTHEAST ALONG
 AB3632'STATE ROUTE 21 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3632'ROAD 91478 FORKING TO THE RIGHT. CONTINUE GOING SOUTHEAST ALONG STATE
 AB3632'ROUTE 21 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3632'92530 TO THE RIGHT, AND DIRT COUNTY ROAD 97 TO THE LEFT.  CONTINUE
 AB3632'GOING SOUTHEAST AND THEN SOUTH ALONG STATE ROUUTE 21 FOR 1.05 KM (0.65
 AB3632'MI) TO THE STATION ON THE RIGHT.
 AB3632'THE STATION IS A STANDARD GADT DISK STAMPED---124-218 1981 RM 1---,
 AB3632'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3632'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 13.71 METERS (45.00 FT)
 AB3632'WEST FROM THE CENTERLINE OF THE HIGHWAY, 9.78 METERS (32.1 FT) SOUTH
 AB3632'FROM AN POST ON A FENCE RUNNING EAST TO WEST, AND 18.00 METERS (59 FT)
 AB3632'NORTH FROM AN 18 INCH PINE TREE.
 AB3632'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3632'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3632'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3633 ***********************************************************************
 AB3633  DESIGNATION -  BV 124 219
 AB3633  PID         -  AB3633
 AB3633  STATE/COUNTY-  GA/SCREVEN
 AB3633  USGS QUAD   -  HUNTERS (1978)
 AB3633
 AB3633                         *CURRENT SURVEY CONTROL
 AB3633  ___________________________________________________________________
 AB3633* NAD 83(1994)-  32 41 29.51772(N)    081 30 21.00218(W)     ADJUSTED  
 AB3633* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 AB3633  ___________________________________________________________________
 AB3633  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AB3633  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AB3633
 AB3633  HORZ ORDER  -  SECOND
 AB3633
 AB3633.The horizontal coordinates were established by classical geodetic methods
 AB3633.and adjusted by the National Geodetic Survey in September 1997..
 AB3633
 AB3633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3633
 AB3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3633
 AB3633.The geoid height was determined by GEOID03.
 AB3633
 AB3633;                    North         East     Units Scale Factor Converg.
 AB3633;SPC GA E     -   298,588.262   261,965.325   MT  0.99994733   +0 21 25.0
 AB3633;SPC GA E     -   979,618.32    859,464.57   sFT  0.99994733   +0 21 25.0
 AB3633;UTM  17      - 3,617,204.127   452,583.100   MT  0.99962772   -0 16 23.6
 AB3633
 AB3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3633!SPC GA E     -   0.99999507  x   0.99994733  =   0.99994240
 AB3633!UTM  17      -   0.99999507  x   0.99962772  =   0.99962279
 AB3633
 AB3633                          SUPERSEDED SURVEY CONTROL
 AB3633
 AB3633  NAD 83(1986)-  32 41 29.51062(N)    081 30 20.99885(W) AD(       ) 2
 AB3633  NGVD 29 (05/08/96)   62.3    (m)          204.     (f) VERT ANG       
 AB3633
 AB3633.Superseded values are not recommended for survey control.
 AB3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3633.See file dsdata.txt to determine how the superseded data were derived.
 AB3633
 AB3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5258317204(NAD 83)
 AB3633_MARKER: DD = SURVEY DISK
 AB3633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3633
 AB3633  HISTORY     - Date     Condition        Report By
 AB3633  HISTORY     - 1981     MONUMENTED       GADT
 AB3633
 AB3633                          STATION DESCRIPTION
 AB3633
 AB3633'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3633'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH OF NEWINGTON, 14.5
 AB3633'KM (9 MI) EAST-SOUTHEAST OF SYLVANIA, AND 19.7 KM (12.25 MI)
 AB3633'NORTH-NORTHEAST OF OLIVER. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BUSINESS
 AB3633'(STATE ROUTE 73) AND STATE ROUTE 21 IN SYLVANIA, GO SOUTHEAST ALONG
 AB3633'STATE ROUTE 21 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3633'ROAD 91478 FORKING TO THE RIGHT. CONTINUE SOUTHEASTERLY ALONG STATE
 AB3633'ROUTE 21 FOR 5.25 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3633'92530 TO THE RIGHT, AND DIRT COUNTY ROAD 97 TO THE LEFT.  CONTINUE
 AB3633'GOING SOUTHEASTERLY ALONG STATE ROUTE 21 FOR 4 KM (2.5 MI) TO THE
 AB3633'JUNCTION OF PAVED COUNTY ROAD 105 TO THE LEFT.  TURN LEFT GOING EAST
 AB3633'ALONG COUNTY ROAD 105 FOR 6.15 KM (3.85 MI) TO THE JUNCTION OF DIRT
 AB3633'COUNTY ROAD 90720 CROSSING.  CONTINUE GOING EAST ALONG COUNTY ROAD 105
 AB3633'FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 AB3633'THE STATION IS A STANDARD GADT DISK STAMPED---124-219 1981---, SET
 AB3633'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3633'WITH GROUND.  IT IS LOCATED 11.58 METERS (38.00 FT) NORTH FROM THE
 AB3633'CENTERLINE OF COUNTY ROAD 105, 27.67 METERS (90.80 FT) NORTHWEST FROM
 AB3633'A POWER POLE ON THE SOUTH SIDE OF THE ROAD, 13.71 METERS (45.00 FT)
 AB3633'WEST FROM A POWER POLE ON THE NORTH SIDE OF THE ROAD, 1.58 METERS (5.2
 AB3633'FT) SOUTH FROM A FENCELINE ON THE NORTH SIDE OF THE ROAD, AND 1.09
 AB3633'METERS (3.6 FT) SOUTH FROM A WITNESS POST THE UNDERGROUND MARK IS A
 AB3633'STANDARD GADT DISK STAMPED---124-219 1981---, SET INTO AN IRREGULAR
 AB3633'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3633'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-219
 AB3633'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3633'DIAMETER RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 11.70 METERS
 AB3633'(38.40 FT) NORTH FROM THE CENTERLINE OF COUNTY ROAD 105, 26.63 METERS
 AB3633'(87.40 FT) NORTHEAST FROM THE POWER POLE ON THE SOUTH SIDE OF THE
 AB3633'ROAD, 8.04 METERS (26.40 FT) EAST-NORTHEAST FROM THE POWER POLE ON THE
 AB3633'NORTH SIDE OF THE ROAD, AND 1.5 METERS (4.9 FT) SOUTH FROM THE FENCE.
 AB3633'MARK IS LEVEL WITH STATION.
 AB3633'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-219 1981
 AB3633'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3633'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.18 METERS (36.70 FT)
 AB3633'SOUTH FROM THE CENTERLINE OF THE COUNTY ROAD, 30.48 METERS (100.0 FT)
 AB3633'SOUTHWEST FROM A POWER POLE ON THE NORTH SIDE OF THE COUNTY ROAD,
 AB3633'29.01 METERS (95.20 FT) WEST FROM A POWER POLE ON THE SOUTH SIDE OF
 AB3633'THE ROAD, 0.52 METER (1.73 FT) NORTH FROM A FENCELINE, AND 1.18 METER
 AB3633'(3.9 FT) NORTH-NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3633'A STANDARD GADT DISK STAMPED---124-219 1981---, IMBEDDED IN AN
 AB3633'IRREGULAR MASS IF CONCRETE 0.91 METER BELOW GROUND SURFACE. TO REACH
 AB3633'AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG COUNTY ROAD 105 FOR
 AB3633'0.95 KM (0.6 MI) TO THE MARK ON THE RIGHT.
 AB3633'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3633'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3633'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3634 ***********************************************************************
 AB3634  DESIGNATION -  BV 124 219 AZ MK
 AB3634  PID         -  AB3634
 AB3634  STATE/COUNTY-  GA/SCREVEN
 AB3634  USGS QUAD   -  BLUE SPRINGS LANDING (1978)
 AB3634
 AB3634                         *CURRENT SURVEY CONTROL
 AB3634  ___________________________________________________________________
 AB3634* NAD 83(1994)-  32 41 36.70005(N)    081 29 47.39710(W)     ADJUSTED  
 AB3634* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 AB3634  ___________________________________________________________________
 AB3634  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AB3634  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AB3634
 AB3634  HORZ ORDER  -  SECOND
 AB3634
 AB3634.The horizontal coordinates were established by classical geodetic methods
 AB3634.and adjusted by the National Geodetic Survey in September 1997..
 AB3634
 AB3634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3634
 AB3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3634
 AB3634.The geoid height was determined by GEOID03.
 AB3634
 AB3634;                    North         East     Units Scale Factor Converg.
 AB3634;SPC GA E     -   298,814.992   262,839.250   MT  0.99994868   +0 21 43.2
 AB3634;SPC GA E     -   980,362.19    862,331.77   sFT  0.99994868   +0 21 43.2
 AB3634;UTM  17      - 3,617,421.162   453,459.184   MT  0.99962671   -0 16 05.5
 AB3634
 AB3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3634!SPC GA E     -   0.99999649  x   0.99994868  =   0.99994517
 AB3634!UTM  17      -   0.99999649  x   0.99962671  =   0.99962320
 AB3634
 AB3634                          SUPERSEDED SURVEY CONTROL
 AB3634
 AB3634  NAD 83(1986)-  32 41 36.69282(N)    081 29 47.39373(W) AD(       ) 2
 AB3634  NGVD 29 (05/08/96)   53.2    (m)          175.     (f) VERT ANG       
 AB3634
 AB3634.Superseded values are not recommended for survey control.
 AB3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3634.See file dsdata.txt to determine how the superseded data were derived.
 AB3634
 AB3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5345917421(NAD 83)
 AB3634_MARKER: DD = SURVEY DISK
 AB3634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3634
 AB3634  HISTORY     - Date     Condition        Report By
 AB3634  HISTORY     - 1981     MONUMENTED       GADT
 AB3634
 AB3634                          STATION DESCRIPTION
 AB3634
 AB3634'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3634'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) NORTH OF NEWINGTON,
 AB3634'15.3 KM (9.5 MI) EAST-SOUTHEAST OF SYLVANIA, AND 20.1 KM (12.5 MI)
 AB3634'NORTH-NORTHEAST OF OLIVER. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BUSINESS
 AB3634'(STATE ROUTE 73) AND STATE ROUTE 21 IN SYLVANIA, GO SOUTHEAST ALONG
 AB3634'STATE ROUTE 21 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3634'ROAD 91478 FORKING TO THE RIGHT. CONTINUE SOUTHEASTERLY ALONG STATE
 AB3634'ROUTE 21 FOR 5.2 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3634'92530 TO THE RIGHT, AND DIRT COUNTY ROAD 97 TO THE LEFT.  CONTINUE
 AB3634'GOING SOUTHEASTERLY ALONG STATE ROUTE 21 FOR 4 KM (2.5 MI) TO THE
 AB3634'JUNCTION OF PAVED COUNTY ROAD 105 TO THE LEFT.  TURN LEFT GOING EAST
 AB3634'ALONG COUNTY ROAD 105 FOR 6.2 KM (3.85 MI) TO THE JUNCTION OF DIRT
 AB3634'COUNTY ROAD 90720 CROSSING.  CONTINUE GOING EAST ALONG COUNTY ROAD 105
 AB3634'FOR 1.5 KM (0.95 MI) TO THE STATION ON THE RIGHT.
 AB3634'THE STATION IS A STANDARD GADT DISK STAMPED---124-219 1981 AZ MK---,
 AB3634'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3634'FLUSH WITH GROUND.  IT IS LOCATED 11.18 METERS (36.70 FT) SOUTH FROM
 AB3634'THE CENTERLINE OF THE ROAD, 30.48 METERS (100.0 FT) SOUTHWEST FROM A
 AB3634'POWER POLE ON THE NORTH SIDE OF THE ROAD, 29.01 METERS (95.20 FT) WEST
 AB3634'FROM A POWER POLE ON THE SOUTH SIDE OF THE ROAD, 0.52 METER (1.73 FT)
 AB3634'NORTH FROM A FENCELINE, AND 1.18 METERS (3.90 FT) NORTH-NORTHWEST FROM
 AB3634'A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3634'STAMPED---124-219 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3634'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3634'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3634'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3634'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3635 ***********************************************************************
 AB3635  DESIGNATION -  BV 124 219 RM 1
 AB3635  PID         -  AB3635
 AB3635  STATE/COUNTY-  GA/SCREVEN
 AB3635  USGS QUAD   -  HUNTERS (1978)
 AB3635
 AB3635                         *CURRENT SURVEY CONTROL
 AB3635  ___________________________________________________________________
 AB3635* NAD 83(1994)-  32 41 29.69256(N)    081 30 20.18335(W)     ADJUSTED  
 AB3635* NAVD 88     -        61.95   (+/-2cm)     203.2    (feet)  VERTCON   
 AB3635  ___________________________________________________________________
 AB3635  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AB3635  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AB3635
 AB3635  HORZ ORDER  -  SECOND
 AB3635  VERT ORDER  -  THIRD (See Below)
 AB3635
 AB3635.The horizontal coordinates were established by classical geodetic methods
 AB3635.and adjusted by the National Geodetic Survey in September 1997..
 AB3635
 AB3635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3635.The vertical order pertains to the NGVD 29 superseded value.
 AB3635
 AB3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3635
 AB3635.The geoid height was determined by GEOID03.
 AB3635
 AB3635;                    North         East     Units Scale Factor Converg.
 AB3635;SPC GA E     -   298,593.781   261,986.620   MT  0.99994736   +0 21 25.4
 AB3635;SPC GA E     -   979,636.43    859,534.44   sFT  0.99994736   +0 21 25.4
 AB3635;UTM  17      - 3,617,209.410   452,604.447   MT  0.99962770   -0 16 23.1
 AB3635
 AB3635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3635!SPC GA E     -   0.99999508  x   0.99994736  =   0.99994244
 AB3635!UTM  17      -   0.99999508  x   0.99962770  =   0.99962278
 AB3635
 AB3635                          SUPERSEDED SURVEY CONTROL
 AB3635
 AB3635  NAD 83(1986)-  32 41 29.68545(N)    081 30 20.18001(W) AD(       ) 2
 AB3635  NGVD 29 (05/08/96)   62.20   (m)          204.1    (f) LEVELING    3  
 AB3635
 AB3635.Superseded values are not recommended for survey control.
 AB3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3635.See file dsdata.txt to determine how the superseded data were derived.
 AB3635
 AB3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5260417209(NAD 83)
 AB3635_MARKER: DD = SURVEY DISK
 AB3635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3635
 AB3635  HISTORY     - Date     Condition        Report By
 AB3635  HISTORY     - 1981     MONUMENTED       GADT
 AB3635
 AB3635                          STATION DESCRIPTION
 AB3635
 AB3635'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3635'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH OF NEWINGTON, 14.5
 AB3635'KM (9 MI) EAST-SOUTHEAST OF SYLVANIA, AND 19.7 KM (12.25 MI)
 AB3635'NORTH-NORTHEAST OF OLIVER. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 BUSINESS
 AB3635'(STATE ROUTE 73) AND STATE ROUTE 21 IN SYLVANIA, GO SOUTHEAST ALONG
 AB3635'STATE ROUTE 21 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF PAVED COUNTY
 AB3635'ROAD 91478 FORKING TO THE RIGHT. CONTINUE SOUTHEASTERLY ALONG STATE
 AB3635'ROUTE 21 FOR 5.2 KM (3.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 AB3635'92530 TO THE RIGHT, AND DIRT COUNTY ROAD 97 TO THE LEFT.  CONTINUE
 AB3635'GOING SOUTHEASTERLY ALONG STATE ROUTE 21 FOR 4 KM (2.5 MI) TO THE
 AB3635'JUNCTION OF PAVED COUNTY ROAD 105 TO THE LEFT.  TURN LEFT GOING EAST
 AB3635'ALONG COUNTY ROAD 105 FOR 6.2 KM (3.85 MI) TO THE JUNCTION OF DIRT
 AB3635'COUNTY ROAD 90720 CROSSING.  CONTINUE GOING EAST ALONG COUNTY ROAD 105
 AB3635'FOR .55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 AB3635'THE STATION IS A STANDARD GADT DISK STAMPED---124-219 1981 RM 1---,
 AB3635'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3635'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 11.70 METERS (38.40 FT)
 AB3635'NORTH FROM THE CENTERLINE OF THE ROAD, 26.63 METERS (87.40 FT)
 AB3635'NORTHEAST FROM A POWER POLE ON THE SOUTH SIDE OF THE ROAD, 8.04 METERS
 AB3635'(26.40 FT) EAST-NORTHEAST FROM A POWER ON THE NORTH SIDE OF THE ROAD,
 AB3635'AND 1.49 METERS (4.9 FT) SOUTH FROM A FENCE.
 AB3635'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3635'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3635'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3586 ***********************************************************************
 AB3586  DESIGNATION -  BV 124 22
 AB3586  PID         -  AB3586
 AB3586  STATE/COUNTY-  GA/SCREVEN
 AB3586  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 AB3586
 AB3586                         *CURRENT SURVEY CONTROL
 AB3586  ___________________________________________________________________
 AB3586* NAD 83(1994)-  32 53 07.88837(N)    081 35 35.59881(W)     ADJUSTED  
 AB3586* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 AB3586  ___________________________________________________________________
 AB3586  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AB3586  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AB3586
 AB3586  HORZ ORDER  -  SECOND
 AB3586
 AB3586.The horizontal coordinates were established by classical geodetic methods
 AB3586.and adjusted by the National Geodetic Survey in September 1997..
 AB3586
 AB3586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3586
 AB3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3586
 AB3586.The geoid height was determined by GEOID03.
 AB3586
 AB3586;                    North         East     Units Scale Factor Converg.
 AB3586;SPC GA E     -   320,052.718   253,654.360   MT  0.99993548   +0 18 40.9
 AB3586;SPC GA E     - 1,050,039.63    832,197.68   sFT  0.99993548   +0 18 40.9
 AB3586;UTM  17      - 3,638,752.272   444,511.820   MT  0.99963796   -0 19 19.6
 AB3586
 AB3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3586!SPC GA E     -   0.99999947  x   0.99993548  =   0.99993495
 AB3586!UTM  17      -   0.99999947  x   0.99963796  =   0.99963743
 AB3586
 AB3586                          SUPERSEDED SURVEY CONTROL
 AB3586
 AB3586  NAD 83(1986)-  32 53 07.88775(N)    081 35 35.59420(W) AD(       ) 2
 AB3586  NGVD 29 (05/08/96)   34.0    (m)          112.     (f) VERT ANG       
 AB3586
 AB3586.Superseded values are not recommended for survey control.
 AB3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3586.See file dsdata.txt to determine how the superseded data were derived.
 AB3586
 AB3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4451238752(NAD 83)
 AB3586_MARKER: DD = SURVEY DISK
 AB3586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3586
 AB3586  HISTORY     - Date     Condition        Report By
 AB3586  HISTORY     - 1981     MONUMENTED       GADT
 AB3586
 AB3586                          STATION DESCRIPTION
 AB3586
 AB3586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3586'THE STATION IS LOCATED APPROXIMATELY 15.3 KM (9.5 MI) NORTH-NORTHEAST
 AB3586'FROM SYLVANIA, 6.05 KM (3.75 MI) EAST FROM HILLTONIA, AND 7.55 KM (4.7
 AB3586'MI) SOUTHEAST FROM MILLHAVEN. OWNERSHIP--GEORGIA RIGHT OF WAY.
 AB3586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 AB3586'ROUTE 73) AND STATE ROUTE 24, LOCATED ABOUT 8.75 KM (5.45 MI) NORTH
 AB3586'FROM SYLVANIA, GO NORTH ALONG U.S. HIGHWAY 301 FOR 7.15 KM (4.45 MI)
 AB3586'TO THE STATION ON THE RIGHT.
 AB3586'THE STATION IS A STANDARD GADT DISK STAMPED---124-22 1981---, SET INTO
 AB3586'THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH WITH
 AB3586'GROUND.  IT IS LOCATED 13.44 METERS (44.1 FT) SOUTHEAST FROM THE
 AB3586'CENTERLINE OF THE HIGHWAY, APPROXIMATELY 0.5 KM (0.3 MI) NORTH FROM
 AB3586'MILE POST NO 24 4.81 METERS (15.8 FT) EAST FROM THE NORTHEAST END OF A
 AB3586'30 INCH PIPE CULVERT UNDER THE HIGHWAY, 5.18 METERS (17 FT) SOUTHWEST
 AB3586'FROM THE CENTERLINE OF A WOODS ROAD, AND 1.0 METER (3.3 FT) NORTHWEST
 AB3586'FROM A METAL WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3586'DISK STAMPED---124-22 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3586'0.9 METERS BELOW THE SURFACE.
 AB3586'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3586'GEORGIA 1975.  REVVISED AUGUST 1976.
 AB3586'DESCRIBED BY W.M. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3651 ***********************************************************************
 AB3651  DESIGNATION -  BV 124 220
 AB3651  PID         -  AB3651
 AB3651  STATE/COUNTY-  GA/SCREVEN
 AB3651  USGS QUAD   -  HUNTERS (1978)
 AB3651
 AB3651                         *CURRENT SURVEY CONTROL
 AB3651  ___________________________________________________________________
 AB3651* NAD 83(1994)-  32 39 28.46377(N)    081 33 46.19083(W)     ADJUSTED  
 AB3651* NAVD 88     -        65.9    (meters)     216.     (feet)  VERTCON   
 AB3651  ___________________________________________________________________
 AB3651  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AB3651  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AB3651
 AB3651  HORZ ORDER  -  SECOND
 AB3651
 AB3651.The horizontal coordinates were established by classical geodetic methods
 AB3651.and adjusted by the National Geodetic Survey in September 1997..
 AB3651
 AB3651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3651
 AB3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3651
 AB3651.The geoid height was determined by GEOID03.
 AB3651
 AB3651;                    North         East     Units Scale Factor Converg.
 AB3651;SPC GA E     -   294,827.598   256,641.943   MT  0.99993955   +0 19 33.1
 AB3651;SPC GA E     -   967,280.21    841,999.44   sFT  0.99993955   +0 19 33.1
 AB3651;UTM  17      - 3,613,503.367   447,220.374   MT  0.99963435   -0 18 13.4
 AB3651
 AB3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3651!SPC GA E     -   0.99999444  x   0.99993955  =   0.99993399
 AB3651!UTM  17      -   0.99999444  x   0.99963435  =   0.99962879
 AB3651
 AB3651                          SUPERSEDED SURVEY CONTROL
 AB3651
 AB3651  NAD 83(1986)-  32 39 28.45747(N)    081 33 46.18815(W) AD(       ) 2
 AB3651  NGVD 29 (05/08/96)   66.2    (m)          217.     (f) VERT ANG       
 AB3651
 AB3651.Superseded values are not recommended for survey control.
 AB3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3651.See file dsdata.txt to determine how the superseded data were derived.
 AB3651
 AB3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4722013503(NAD 83)
 AB3651_MARKER: DD = SURVEY DISK
 AB3651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3651
 AB3651  HISTORY     - Date     Condition        Report By
 AB3651  HISTORY     - 1981     MONUMENTED       GADT
 AB3651
 AB3651                          STATION DESCRIPTION
 AB3651
 AB3651'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3651'THE STATION IS LOCATED ABOUT 9.25 KM (5.75 MI) NORTH-NORTHWEST OF
 AB3651'NEWINGTON, 12.5 KM (7.75 MI) SOUTH-SOUTHEAST OF SYLVANIA, AND 15.3 KM
 AB3651'(9.5 MI) EAST-NORTHEAST OF COOPERSVILLE. OWNERSHIP--STATE OF GEORGIA
 AB3651'RIGHT OF WAY.
 AB3651'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3651'ROUTE 21 IN NEWINGTON, GO NORTH-NORTHWEST ALONG STATE ROUTE 21 FOR
 AB3651'5.65 KM (3.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 90720 TO THE
 AB3651'RIGHT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 21 FOR 3.4 KM (2.1
 AB3651'MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTH-NORTHWEST
 AB3651'ALONG STATE ROUTE 21 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF PAVED
 AB3651'COUNTY ROAD 87 CROSSING.  CONTINUE GOING NORTH-NORTHWEST ALONG STATE
 AB3651'ROUTE 21 FOR 0.15 KM (0.1 MI) TO THE STATION ON THE LEFT.
 AB3651'THE STATION IS A STANDARD GADT DISK STAMPED---121-220 1981---, SET
 AB3651'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3651'2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.86 METERS (45.50 FT) WEST
 AB3651'FROM THE CENTERLINE OF THE HIGHWAY, 8.78 METERS (28.80 FT)
 AB3651'EAST-NORTHEAST FROM A POWER POLE WITH A TRANSFORMER, 40.54 METERS
 AB3651'(133.0 FT) NORTH-NORTHWEST FROM THE NORTH END OF A 15 INCH METAL SIDE
 AB3651'DRAIN PIPE UNDER A DRIVEWAY TO THE WEST, 44.32 METERS (145.4 FT)
 AB3651'NORTH-NORTHWEST FROM THE NORTH END OF A 12 INCH METAL SIDE DRAIN PIPE
 AB3651'UNDER A DRIVEWAY TO THE EAST, AND 1.02 METERS (3.35 FT) EAST-NORTHEAST
 AB3651'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3651'STAMPED---124-220 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 AB3651'METERS BELOW THE SURFACE.
 AB3651'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-220
 AB3651'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3651'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.10 METERS
 AB3651'(43.00 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 17.68 METERS
 AB3651'(58.00 FT) SOUTHEAST FROM THE POWER POLE WITH A TRANSFORMER, 6.1
 AB3651'METERS (20.00 FT) NORTH-NORTHEAST FROM A RIGHT OF WAY MARKER, 1.21
 AB3651'METERS (4.00 FT) EAST-NORTHEAST FROM A WITNESS POST, 23.77 METERS
 AB3651'(78.00 FT) NORTH-NORTHWEST FROM THE NORTH END OF THE 15 INCH METAL
 AB3651'SIDE DRAIN PIPE UNDER THE DRIVEWAY TO THE WEST, AND 29.93 METERS
 AB3651'(98.20 FT) NORTHWEST FROM THE NORTH END OF THE 12 INCH METAL SIDE
 AB3651'DRAIN PIPE UNDER THE DRIVEWAY TO THE EAST. MARK IS LEVEL WITH STATION.
 AB3651'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-220 1981
 AB3651'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3651'DIAMETER RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.63 METERS
 AB3651'(48.00 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 11.73 METERS
 AB3651'(38.50 FT) SOUTHEAST FROM A 15 INCH PINE TREE, 1.06 METERS (3.5 FT)
 AB3651'EAST-NORTHEAST FROM A FENCELINE, 26.97 METERS (88.5 FT) NORTH FROM A
 AB3651'FENCELINE, 1.2 METERS (3.95 FT) EAST-NORTHEAST FROM A WITNESS POST SET
 AB3651'AT THE FENCELINE, AND 46.94 METERS (154.0 FT) NORTHWEST FROM AN
 AB3651'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD. THE
 AB3651'UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---124-220
 AB3651'1981 AZ MK---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 AB3651'THE SURFACE OF THE GROUND.
 AB3651'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3651'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3651'DESCRIBED BY W. V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3652 ***********************************************************************
 AB3652  DESIGNATION -  BV 124 220 AZ MK
 AB3652  PID         -  AB3652
 AB3652  STATE/COUNTY-  GA/SCREVEN
 AB3652  USGS QUAD   -  HUNTERS (1978)
 AB3652
 AB3652                         *CURRENT SURVEY CONTROL
 AB3652  ___________________________________________________________________
 AB3652* NAD 83(1994)-  32 39 04.45545(N)    081 33 39.10197(W)     ADJUSTED  
 AB3652* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 AB3652  ___________________________________________________________________
 AB3652  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AB3652  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AB3652
 AB3652  HORZ ORDER  -  SECOND
 AB3652
 AB3652.The horizontal coordinates were established by classical geodetic methods
 AB3652.and adjusted by the National Geodetic Survey in September 1997..
 AB3652
 AB3652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3652
 AB3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3652
 AB3652.The geoid height was determined by GEOID03.
 AB3652
 AB3652;                    North         East     Units Scale Factor Converg.
 AB3652;SPC GA E     -   294,089.129   256,830.876   MT  0.99993981   +0 19 36.7
 AB3652;SPC GA E     -   964,857.42    842,619.30   sFT  0.99993981   +0 19 36.7
 AB3652;UTM  17      - 3,612,763.092   447,401.127   MT  0.99963411   -0 18 09.4
 AB3652
 AB3652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3652!SPC GA E     -   0.99999453  x   0.99993981  =   0.99993435
 AB3652!UTM  17      -   0.99999453  x   0.99963411  =   0.99962865
 AB3652
 AB3652                          SUPERSEDED SURVEY CONTROL
 AB3652
 AB3652  NAD 83(1986)-  32 39 04.44912(N)    081 33 39.09943(W) AD(       ) 2
 AB3652  NGVD 29 (05/08/96)   65.6    (m)          215.     (f) VERT ANG       
 AB3652
 AB3652.Superseded values are not recommended for survey control.
 AB3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3652.See file dsdata.txt to determine how the superseded data were derived.
 AB3652
 AB3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4740112763(NAD 83)
 AB3652_MARKER: DD = SURVEY DISK
 AB3652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3652
 AB3652  HISTORY     - Date     Condition        Report By
 AB3652  HISTORY     - 1981     MONUMENTED       GADT
 AB3652
 AB3652                          STATION DESCRIPTION
 AB3652
 AB3652'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3652'THE STATION IS LOCATED ABOUT 8.05 KM (5 MI) NORTH-NORTHWEST OF
 AB3652'NEWINGTON, 13.3 KM (8.25 MI) SOUTH-SOUTHEAST OF SYLVANIA, AND 15.3 KM
 AB3652'(9.5 MI) EAST-NORTHEAST OF COOPERSVILLE. OWNERSHIP--STATE OF GEORGIA
 AB3652'RIGHT OF WAY.
 AB3652'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3652'ROUTE 21 IN NEWINGTON, GO NORTH-NORTHWEST ALONG STATE ROUTE 21 FOR
 AB3652'5.65 KM (3.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 90720 TO THE
 AB3652'RIGHT.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 21 FOR 3.4 KM (2.1
 AB3652'MI) TO THE STATION ON THE LEFT.
 AB3652'THE STATION IS A STANDARD GADT DISK STAMPED---124-220 1981 AZ MK---,
 AB3652'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3652'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 14.63 METERS (48.00
 AB3652'FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 11.73 METERS (38.50 FT)
 AB3652'SOUTHEAST FROM A 15 INCH PINE TREE, 1.06 METERS (3.5 FT)
 AB3652'EAST-NORTHEAST FROM A FENCELINE, 26.97 METERS (88.50 FT) NORTH FROM A
 AB3652'FENCECORNER, 1.2 METERS (3.95 FT) EAST-NORTHEAST FROM A WITNESS POST
 AB3652'SET AT THE FENCELINE, AND 46.93 METERS (154.0 FT) NORTHWEST FROM AN
 AB3652'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE EAST SIDE OF THE ROAD. THE
 AB3652'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-220 1981 AZ
 AB3652'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3652'SURFACE.
 AB3652'COUNTY ROAD NAMES OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3652'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3652'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3653 ***********************************************************************
 AB3653  DESIGNATION -  BV 124 220 RM 1
 AB3653  PID         -  AB3653
 AB3653  STATE/COUNTY-  GA/SCREVEN
 AB3653  USGS QUAD   -  HUNTERS (1978)
 AB3653
 AB3653                         *CURRENT SURVEY CONTROL
 AB3653  ___________________________________________________________________
 AB3653* NAD 83(1994)-  32 39 27.93276(N)    081 33 46.03593(W)     ADJUSTED  
 AB3653* NAVD 88     -        65.85   (+/-2cm)     216.0    (feet)  VERTCON   
 AB3653  ___________________________________________________________________
 AB3653  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AB3653  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AB3653
 AB3653  HORZ ORDER  -  SECOND
 AB3653  VERT ORDER  -  THIRD (See Below)
 AB3653
 AB3653.The horizontal coordinates were established by classical geodetic methods
 AB3653.and adjusted by the National Geodetic Survey in September 1997..
 AB3653
 AB3653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3653.The vertical order pertains to the NGVD 29 superseded value.
 AB3653
 AB3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3653
 AB3653.The geoid height was determined by GEOID03.
 AB3653
 AB3653;                    North         East     Units Scale Factor Converg.
 AB3653;SPC GA E     -   294,811.265   256,646.072   MT  0.99993955   +0 19 33.1
 AB3653;SPC GA E     -   967,226.63    842,012.99   sFT  0.99993955   +0 19 33.1
 AB3653;UTM  17      - 3,613,486.994   447,224.323   MT  0.99963434   -0 18 13.3
 AB3653
 AB3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3653!SPC GA E     -   0.99999445  x   0.99993955  =   0.99993400
 AB3653!UTM  17      -   0.99999445  x   0.99963434  =   0.99962879
 AB3653
 AB3653                          SUPERSEDED SURVEY CONTROL
 AB3653
 AB3653  NAD 83(1986)-  32 39 27.92645(N)    081 33 46.03325(W) AD(       ) 2
 AB3653  NGVD 29 (05/08/96)   66.09   (m)          216.8    (f) LEVELING    3  
 AB3653
 AB3653.Superseded values are not recommended for survey control.
 AB3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3653.See file dsdata.txt to determine how the superseded data were derived.
 AB3653
 AB3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4722413487(NAD 83)
 AB3653_MARKER: DD = SURVEY DISK
 AB3653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3653
 AB3653  HISTORY     - Date     Condition        Report By
 AB3653  HISTORY     - 1981     MONUMENTED       GADT
 AB3653
 AB3653                          STATION DESCRIPTION
 AB3653
 AB3653'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3653'THE STATION IS LOCATED ABOUT 9.25 KM (5.75 MI) NORTH-NORTHWEST OF
 AB3653'NEWINGTON, 12.5 KM (7.75 MI) SOUTH-SOUTHEAST OF SYLVANIA, AND 15.3 KM
 AB3653'(9.5 MI) EAST-NORTHEAST OF COOPERSVILLE. OWNERSHIP--STATE OF GEORGIA
 AB3653'RIGHT OF WAY.
 AB3653'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3653'ROUTE 21 IN NEWINGTON, GO NORTH-NORTHWEST ALONG STATE ROUTE 21 FOR
 AB3653'5.65 KM (3.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 90720 TO THE
 AB3653'RIGHT. CONTINUE GOING NORTH-NORTHWEST ALONG STATE ROUTE 21 FOR 4.05 KM
 AB3653'(2.5 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 87 CROSSING. CONTINUE
 AB3653'GOING NORTH-NORTHWEST ALONG STATE ROUTE 21 FOR 0.15 KM (0.1 MI) TO THE
 AB3653'STATION ON THE LEFT.
 AB3653'THE STATION IS A STANDARD GADT DISK STAMPED---124-220 1981 RM 1---,
 AB3653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3653'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED 13.1 METERS (43.00
 AB3653'FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 17.68 METERS (58.00 FT)
 AB3653'SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER, 6.1 METERS (20.00 FT)
 AB3653'NORTH-NORTHEAST FROM A RIGHT OF WAY MARKER, 1.21 METERS (4.00 FT)
 AB3653'EAST-NORTHEAST FROM A WITNESS POST, 23.78 METERS (78.00 FT)
 AB3653'NORTH-NORTHWEST FROM THE NORTH END OF A 15 INCH METAL SIDE DRAIN PIPE
 AB3653'UNDER A DRIVEWAY TO THE WEST, AND 29.93 METERS (98.20 FT) NORTHWEST
 AB3653'FROM THE NORTH END OF A 12 INCH METAL SIDE DRAIN PIPE UNDER A DRIVEWAY
 AB3653'TO THE EAST.
 AB3653'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3653'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3653'DESCRIBED BY W.V. POSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3654 ***********************************************************************
 AB3654  DESIGNATION -  BV 124 221
 AB3654  PID         -  AB3654
 AB3654  STATE/COUNTY-  GA/SCREVEN
 AB3654  USGS QUAD   -  ROCKY FORD (1978)
 AB3654
 AB3654                         *CURRENT SURVEY CONTROL
 AB3654  ___________________________________________________________________
 AB3654* NAD 83(1994)-  32 41 12.26681(N)    081 48 29.36649(W)     ADJUSTED  
 AB3654* NAVD 88     -        71.3    (meters)     234.     (feet)  VERTCON   
 AB3654  ___________________________________________________________________
 AB3654  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AB3654  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AB3654
 AB3654  HORZ ORDER  -  SECOND
 AB3654
 AB3654.The horizontal coordinates were established by classical geodetic methods
 AB3654.and adjusted by the National Geodetic Survey in September 1997..
 AB3654
 AB3654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3654
 AB3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3654
 AB3654.The geoid height was determined by GEOID03.
 AB3654
 AB3654;                    North         East     Units Scale Factor Converg.
 AB3654;SPC GA E     -   297,920.685   233,618.472   MT  0.99991393   +0 11 37.0
 AB3654;SPC GA E     -   977,428.11    766,463.27   sFT  0.99991393   +0 11 37.0
 AB3654;UTM  17      - 3,616,848.430   424,238.598   MT  0.99967077   -0 26 11.3
 AB3654
 AB3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3654!SPC GA E     -   0.99999351  x   0.99991393  =   0.99990744
 AB3654!UTM  17      -   0.99999351  x   0.99967077  =   0.99966429
 AB3654
 AB3654                          SUPERSEDED SURVEY CONTROL
 AB3654
 AB3654  NAD 83(1986)-  32 41 12.26462(N)    081 48 29.36325(W) AD(       ) 2
 AB3654  NGVD 29 (05/08/96)   71.5    (m)          235.     (f) VERT ANG       
 AB3654
 AB3654.Superseded values are not recommended for survey control.
 AB3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3654.See file dsdata.txt to determine how the superseded data were derived.
 AB3654
 AB3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2423916848(NAD 83)
 AB3654_MARKER: DD = SURVEY DISK
 AB3654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3654
 AB3654  HISTORY     - Date     Condition        Report By
 AB3654  HISTORY     - 1981     MONUMENTED       GADT
 AB3654
 AB3654                          STATION DESCRIPTION
 AB3654
 AB3654'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3654'THE STATION IS LOCATED ABOUT 3.25 KM (2 MI) NORTHEAST OF ROCKY FORD,
 AB3654'6.85 KM (4.25 MI) EAST-SOUTHEAST OF SCARSBORO, AND 18.1 KM (11.25 MI)
 AB3654'WEST-SOUTHWEST OF SYLVANIA. OWNERSHIP--REYNOLDS DAUGHTERY ROUTE 1, BOX
 AB3654'83, ROCKY FORD GEORGIA.
 AB3654'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ROCKY FORD, GO NORTH
 AB3654'ALONG COUNTY ROAD 91114 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF STATE
 AB3654'ROUTE 17 CROSSING.  CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 91114
 AB3654'FOR 2.6 KM (1.6 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 AB3654'NORTHERLY ALONG COUNTY ROAD 91114 FOR 0.15 KM (0.1 MI) TO THE JUNCTION
 AB3654'OF DIRT COUNTY ROAD 14 TO THE LEFT.  TURN LEFT GOING WEST ALONG COUNTY
 AB3654'ROAD 14 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF A FIELD ROAD TO THE
 AB3654'LEFT AND THE RESIDENCE OF REYNOLDS DAUGHTERY.  TURN LEFT GOING
 AB3654'WESTERLY ALONG THE FIELD ROAD FOR 0.1 KM (0.05 MI) TO A GATE IN  AN
 AB3654'EAST-WEST FENCELINE AT THE JUNCTION OF A NORTH-SOUTH FENCELINE WITH A
 AB3654'GATE AND THE STATION ON THE RIGHT.
 AB3654'THE STATION IS A STANDARD GADT DISK STAMPED---124-221 1981---, SET
 AB3654'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3654'WITH GROUND.  IT IS LOCATED 10.32 METERS (34.00 FT) EAST FROM THE
 AB3654'WESTERN MOST POST AND CORNER POST OF THE GATE, 1.00 METER (3.3 FT)
 AB3654'SOUTH FROM A WITNESS POST SET AT THE FENCE, 90.5 METERS (27.58 FT)
 AB3654'SOUTH FROM AN 18 INCH PECAN TREE, AND 10.36 METERS (34.00 FT) WEST
 AB3654'FROM A FENCE CORNER. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3654'STAMPED---124-221 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3654'METERS BELOW THE SURFACE.
 AB3654'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-221
 AB3654'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3654'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 27.12 METERS (89.00 FT)
 AB3654'NORTHEAST FROM THE GATE AND CORNER POST, 12.80 METERS (42.00 FT)
 AB3654'EAST-SOUTHEAST FROM THE 18 INCH PECAN TREE, 16.94 METERS (55.60 FT)
 AB3654'NORTH FROM A FENCE CORNER, AND 0.76 METERS (2.5 FT) WEST FROM A FENCE.
 AB3654'MARK IS BELOW STATION 0.15 METERS.
 AB3654'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-221 1981
 AB3654'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3654'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.52 METERS (37.80 FT)
 AB3654'SOUTH-SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 90718, 8.29 METERS
 AB3654'(27.20 FT) EAST-SOUTHEAST FROM THE NORTH END OF A 12 INCH CONCRETE
 AB3654'PIPE UNDER COUNTY ROAD 15 TO THE SOUTHEAST, 1.00 METER (3.3 FT)
 AB3654'WEST-SOUTHWEST FROM A POWER POLE, AND 1.1 METER (3.6 FT)
 AB3654'EAST-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3654'GADT DISK STAMPED---124-221 1981---, IMBEDDED IN AN IRREGULAR MASS OF
 AB3654'CONCRETE 0.96 METER BELOW GROUND SURFACE.
 AB3654'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH COUNTY
 AB3654'GEORGIA 1976.  REVISED AUGUST 1976.
 AB3654'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3655 ***********************************************************************
 AB3655  DESIGNATION -  BV 124 221 AZ MK
 AB3655  PID         -  AB3655
 AB3655  STATE/COUNTY-  GA/SCREVEN
 AB3655  USGS QUAD   -  ROCKY FORD (1978)
 AB3655
 AB3655                         *CURRENT SURVEY CONTROL
 AB3655  ___________________________________________________________________
 AB3655* NAD 83(1994)-  32 40 48.32190(N)    081 48 09.61186(W)     ADJUSTED  
 AB3655* NAVD 88     -        61.2    (meters)     201.     (feet)  VERTCON   
 AB3655  ___________________________________________________________________
 AB3655  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AB3655  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AB3655
 AB3655  HORZ ORDER  -  SECOND
 AB3655
 AB3655.The horizontal coordinates were established by classical geodetic methods
 AB3655.and adjusted by the National Geodetic Survey in September 1997..
 AB3655
 AB3655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3655
 AB3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3655
 AB3655.The geoid height was determined by GEOID03.
 AB3655
 AB3655;                    North         East     Units Scale Factor Converg.
 AB3655;SPC GA E     -   297,184.876   234,135.575   MT  0.99991436   +0 11 47.5
 AB3655;SPC GA E     -   975,014.05    768,159.80   sFT  0.99991436   +0 11 47.5
 AB3655;UTM  17      - 3,616,107.161   424,747.454   MT  0.99966983   -0 26 00.3
 AB3655
 AB3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3655!SPC GA E     -   0.99999509  x   0.99991436  =   0.99990945
 AB3655!UTM  17      -   0.99999509  x   0.99966983  =   0.99966492
 AB3655
 AB3655                          SUPERSEDED SURVEY CONTROL
 AB3655
 AB3655  NAD 83(1986)-  32 40 48.31964(N)    081 48 09.60874(W) AD(       ) 2
 AB3655  NGVD 29 (05/08/96)   61.5    (m)          202.     (f) VERT ANG       
 AB3655
 AB3655.Superseded values are not recommended for survey control.
 AB3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3655.See file dsdata.txt to determine how the superseded data were derived.
 AB3655
 AB3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2474716107(NAD 83)
 AB3655_MARKER: DD = SURVEY DISK
 AB3655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3655
 AB3655  HISTORY     - Date     Condition        Report By
 AB3655  HISTORY     - 1981     MONUMENTED       GADT
 AB3655
 AB3655                          STATION DESCRIPTION
 AB3655
 AB3655'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3655'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTHEAST OF ROCKY FORD,
 AB3655'7.65 KM (4.75 MI) EAST-SOUTHEAST OF SCARSBORO, AND 17.7 KM (11 MI)
 AB3655'WEST-SOUTHWEST OF SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3655'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ROCKY FORD, GO NORTH
 AB3655'ALONG COUNTY ROAD 91114 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF STATE
 AB3655'ROUTE 17 CROSSING.  CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 91114
 AB3655'FOR 2.6 KM (1.6 MI) TO THE STATION ON THE RIGHT.
 AB3655'THE STATION IS A STANDARD GADT DISK STAMPED---124-221 1981 AZ MK---,
 AB3655'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3655'FLUSH WITH GROUND.  IT IS LOCATED 11.52 METERS (37.80 FT)
 AB3655'SOUTH-SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 90718, 8.29 METERS
 AB3655'(27.2 FT) EAST-SOUTHEAST FROM THE NORTH END OF A 12 INCH CONCRETE PIPE
 AB3655'UNDER COUNTY ROAD 15 TO THE SOUTHEAST, 1.00 METER (3.3 FT)
 AB3655'WEST-SOUTHWEST FROM A POWER POLE, AND 1.1 METERS (3.6 FT)
 AB3655'EAST-NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD
 AB3655'GADT DISK STAMPED---124-221 1981 AZ MK---, SET INTO AN IRREGULAR MASS
 AB3655'OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3655'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3655'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3655'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3656 ***********************************************************************
 AB3656  DESIGNATION -  BV 124 221 RM 1
 AB3656  PID         -  AB3656
 AB3656  STATE/COUNTY-  GA/SCREVEN
 AB3656  USGS QUAD   -  ROCKY FORD (1978)
 AB3656
 AB3656                         *CURRENT SURVEY CONTROL
 AB3656  ___________________________________________________________________
 AB3656* NAD 83(1994)-  32 41 12.87001(N)    081 48 28.99671(W)     ADJUSTED  
 AB3656* NAVD 88     -        71.03   (+/-2cm)     233.0    (feet)  VERTCON   
 AB3656  ___________________________________________________________________
 AB3656  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AB3656  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AB3656
 AB3656  HORZ ORDER  -  SECOND
 AB3656  VERT ORDER  -  THIRD (See Below)
 AB3656
 AB3656.The horizontal coordinates were established by classical geodetic methods
 AB3656.and adjusted by the National Geodetic Survey in September 1997..
 AB3656
 AB3656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3656.The vertical order pertains to the NGVD 29 superseded value.
 AB3656
 AB3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3656
 AB3656.The geoid height was determined by GEOID03.
 AB3656
 AB3656;                    North         East     Units Scale Factor Converg.
 AB3656;SPC GA E     -   297,939.298   233,628.041   MT  0.99991394   +0 11 37.2
 AB3656;SPC GA E     -   977,489.18    766,494.66   sFT  0.99991394   +0 11 37.2
 AB3656;UTM  17      - 3,616,866.932   424,248.369   MT  0.99967076   -0 26 11.1
 AB3656
 AB3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3656!SPC GA E     -   0.99999355  x   0.99991394  =   0.99990749
 AB3656!UTM  17      -   0.99999355  x   0.99967076  =   0.99966431
 AB3656
 AB3656                          SUPERSEDED SURVEY CONTROL
 AB3656
 AB3656  NAD 83(1986)-  32 41 12.86784(N)    081 48 28.99345(W) AD(       ) 2
 AB3656  NGVD 29 (05/08/96)   71.27   (m)          233.8    (f) LEVELING    3  
 AB3656
 AB3656.Superseded values are not recommended for survey control.
 AB3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3656.See file dsdata.txt to determine how the superseded data were derived.
 AB3656
 AB3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS2424816867(NAD 83)
 AB3656_MARKER: DD = SURVEY DISK
 AB3656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3656
 AB3656  HISTORY     - Date     Condition        Report By
 AB3656  HISTORY     - 1981     MONUMENTED       GADT
 AB3656
 AB3656                          STATION DESCRIPTION
 AB3656
 AB3656'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3656'THE STATION IS LOCATED ABOUT 3.25 KM (2 MI) NORTHEAST OF ROCKY FORD,
 AB3656'6.85 KM (4.75 MI)EAST-SOUTHEAST OF SCARSBORO, AND 18.1 KM (11.25 MI)
 AB3656'WEST-SOUTHWEST OF SYLVANIA. OWNERSHIP--REYNOLDS DAUGHTERY ROUTE 1, BOX
 AB3656'83, ROCKY FORD, GEORGIA,
 AB3656'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ROCKY FORD, GO NORTH
 AB3656'ALONG COUNTY ROAD 91114 FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF STATE
 AB3656'ROUTE 17 CROSSING.  CONTINUE GOING NORTHERLY ALONG COUNTY ROAD 91114
 AB3656'FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 14 TO THE
 AB3656'LEFT.  TURN LEFT GOING WEST ALONG COUNTY ROAD 14 FOR 0.9 KM (0.55 MI)
 AB3656'TO THE JUNCTION  OF A FIELD ROAD TO THE LEFT AND THE RESIDENCE OF
 AB3656'REYNOLDS DAUGHTERY. TURN LEFT GOING WESTERLY ALONG THE FIELD ROAD FOR
 AB3656'0.01 KM (0.05 MI) TO A GATE IN A EAST-WEST FENCELINE AT THE JUNCTION
 AB3656'OF A NORTH SOUTH FENCELINE WITH A GATE  AND THE STATION ON THE RIGHT.
 AB3656'THE STATION IS A STANDARD GADT DISK STAMPED---124-221 1981 RM 1---,
 AB3656'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3656'FLUSH WITH GROUND.  IT IS LOCATED 27.12 METERS (89.00 FT) NORTHEAST
 AB3656'FROM THE WESTERN MOST POST OF THE GATE, 12.80 METERS (42.00 FT)
 AB3656'EAST-SOUTHEAST FROM AN 18 INCH PECAN TREE, 16.94 METERS (55.60 FT)
 AB3656'NORTH FROM A FENCE CORNER, AND 0.76 METER (2.5 FT) WEST FROM A FENCE
 AB3656'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3656'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3656'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3660 ***********************************************************************
 AB3660  DESIGNATION -  BV 124 223
 AB3660  PID         -  AB3660
 AB3660  STATE/COUNTY-  GA/SCREVEN
 AB3660  USGS QUAD   -  DOVER (1978)
 AB3660
 AB3660                         *CURRENT SURVEY CONTROL
 AB3660  ___________________________________________________________________
 AB3660* NAD 83(1994)-  32 33 42.58751(N)    081 38 04.03758(W)     ADJUSTED  
 AB3660* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 AB3660  ___________________________________________________________________
 AB3660  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AB3660  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB3660
 AB3660  HORZ ORDER  -  SECOND
 AB3660
 AB3660.The horizontal coordinates were established by classical geodetic methods
 AB3660.and adjusted by the National Geodetic Survey in September 1997..
 AB3660
 AB3660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3660
 AB3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3660
 AB3660.The geoid height was determined by GEOID03.
 AB3660
 AB3660;                    North         East     Units Scale Factor Converg.
 AB3660;SPC GA E     -   284,137.851   249,976.596   MT  0.99993079   +0 17 11.2
 AB3660;SPC GA E     -   932,208.93    820,131.55   sFT  0.99993079   +0 17 11.2
 AB3660;UTM  17      - 3,602,890.550   440,440.132   MT  0.99964374   -0 20 29.3
 AB3660
 AB3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3660!SPC GA E     -   0.99999767  x   0.99993079  =   0.99992846
 AB3660!UTM  17      -   0.99999767  x   0.99964374  =   0.99964141
 AB3660
 AB3660                          SUPERSEDED SURVEY CONTROL
 AB3660
 AB3660  NAD 83(1986)-  32 33 42.58251(N)    081 38 04.03726(W) AD(       ) 2
 AB3660  NGVD 29 (05/08/96)   45.4    (m)          149.     (f) VERT ANG       
 AB3660
 AB3660.Superseded values are not recommended for survey control.
 AB3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3660.See file dsdata.txt to determine how the superseded data were derived.
 AB3660
 AB3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4044002891(NAD 83)
 AB3660_MARKER: DD = SURVEY DISK
 AB3660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3660
 AB3660  HISTORY     - Date     Condition        Report By
 AB3660  HISTORY     - 1981     MONUMENTED       GADT
 AB3660
 AB3660                          STATION DESCRIPTION
 AB3660
 AB3660'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3660'THE STATION IS LOCATED ABOUT 10.85 KM (6.75 MI) WEST-NORTHWEST OF
 AB3660'OLIVER, 12.9 KM (8 MI) WEST-SOUTHWEST OF NEWINGTON, AND 18.5 KM (11.5
 AB3660'MI) EAST-NORTHEAST OF STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3660'WAY.
 AB3660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3660'ROUTE 17, IN THE COMMUNITY OF COOPERVILLE, LOCATED ABOUT 16 KM (10 MI)
 AB3660'NORTHEAST OF STATESBORO, GO SOUTHERLY ALONG STATE ROUTE 17 FOR 5 KM
 AB3660'(3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 51 TO THE LEFT.
 AB3660'CONTINUE SOUTHEASTERLY ALONG STATE ROUTE 17 FOR 2.65 KM (1.65 MI) TO
 AB3660'THE STATION ON THE LEFT NEAR A POWER POLE.
 AB3660'THE STATION IS A STANDARD GADT DISK STAMPED---124-223 1981---, SET
 AB3660'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3660'WITH GROUND.  IT IS LOCATED 10.97 METERS (36.00 FT) NORTH-NORTHEAST
 AB3660'FROM THE CENTERLINE OF STATE ROUTE 17, 9.14 METERS (30.00 FT) SOUTH
 AB3660'FROM A POWER POLE ON THE NORTH SIDE OF STATE ROUTE 17, 8.74 METERS
 AB3660'(28.70 FT) SOUTH FROM A WITNESS POST , AND 27.27 METERS (89.50 FT)
 AB3660'NORTH-NORTHEAST FROM THE RM 1 WITNESS POST ON THE SOUTH SIDE OF STATE
 AB3660'ROUTE 17. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3660'STAMPED---124-223 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3660'METERS BELOW THE SURFACE.
 AB3660'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-223
 AB3660'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3660'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 14.32 METERS
 AB3660'(47.00 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 17,
 AB3660'23.77 METERS (78.00 FT) EAST FROM THE EASTERN MOST POST OF TWO PULL
 AB3660'POSTS IN A FENCELINE ON THE SOUTH SIDE OF THE ROAD, AND 2.1 METERS
 AB3660'(6.9 FT) NORTH-NORTHEAST FROM A WITNESS POST SET AT THE FENCELINE.
 AB3660'MARK IS ABOVE STATION .30 METERS.
 AB3660'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-223 1981
 AB3660'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3660'DIAMETER RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 14.93 METERS
 AB3660'(49.00 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 17, 4.17
 AB3660'METERS (13.70 FT) EAST-SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE
 AB3660'OF THE ROAD, 45.87 METERS (150.5 FT) EAST FROM THE EAST END OF AN 18
 AB3660'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH, 0.76 METER (2.5 FT)
 AB3660'WEST FROM A RIGHT OF WAY MARKER, 21.94 METERS (72.00 FT) NORTHWEST
 AB3660'FROM THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER ANOTHER DRIVEWAY
 AB3660'TO THE NORTH, AND 3.8 METERS (12.70 FT) EAST FROM A WITNESS POST. THE
 AB3660'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-223 1981 AZ
 AB3660'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3660'SURFACE OF THE GROUND. TO REACH AZIMUTH MARK FROM THE STATION PROCEED
 AB3660'SOUTHEAST ALONG STATE ROUTE 17 FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK
 AB3660'ON THE LEFT.
 AB3660'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3660'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3660'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3661 ***********************************************************************
 AB3661  DESIGNATION -  BV 124 223 AZ MK
 AB3661  PID         -  AB3661
 AB3661  STATE/COUNTY-  GA/SCREVEN
 AB3661  USGS QUAD   -  DOVER (1978)
 AB3661
 AB3661                         *CURRENT SURVEY CONTROL
 AB3661  ___________________________________________________________________
 AB3661* NAD 83(1994)-  32 33 35.38823(N)    081 37 34.33598(W)     ADJUSTED  
 AB3661* NAVD 88     -        44.3    (meters)     145.     (feet)  VERTCON   
 AB3661  ___________________________________________________________________
 AB3661  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AB3661  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AB3661
 AB3661  HORZ ORDER  -  SECOND
 AB3661
 AB3661.The horizontal coordinates were established by classical geodetic methods
 AB3661.and adjusted by the National Geodetic Survey in September 1997..
 AB3661
 AB3661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3661
 AB3661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3661
 AB3661.The geoid height was determined by GEOID03.
 AB3661
 AB3661;                    North         East     Units Scale Factor Converg.
 AB3661;SPC GA E     -   283,920.002   250,752.478   MT  0.99993175   +0 17 27.1
 AB3661;SPC GA E     -   931,494.21    822,677.09   sFT  0.99993175   +0 17 27.1
 AB3661;UTM  17      - 3,602,664.276   441,213.357   MT  0.99964261   -0 20 13.3
 AB3661
 AB3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3661!SPC GA E     -   0.99999782  x   0.99993175  =   0.99992957
 AB3661!UTM  17      -   0.99999782  x   0.99964261  =   0.99964043
 AB3661
 AB3661                          SUPERSEDED SURVEY CONTROL
 AB3661
 AB3661  NAD 83(1986)-  32 33 35.38313(N)    081 37 34.33569(W) AD(       ) 2
 AB3661  NGVD 29 (05/08/96)   44.5    (m)          146.     (f) VERT ANG       
 AB3661
 AB3661.Superseded values are not recommended for survey control.
 AB3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3661.See file dsdata.txt to determine how the superseded data were derived.
 AB3661
 AB3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4121302664(NAD 83)
 AB3661_MARKER: DD = SURVEY DISK
 AB3661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3661
 AB3661  HISTORY     - Date     Condition        Report By
 AB3661  HISTORY     - 1981     MONUMENTED       GADT
 AB3661
 AB3661                          STATION DESCRIPTION
 AB3661
 AB3661'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3661'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) EAST-NORTHEAST OF
 AB3661'STATESBORO, 10.85 KM (6.75 MI) WEST-NORTHWEST OF OLIVER, AND 12.9 KM
 AB3661'(8 MI) WEST-SOUTHWEST OF NEWINGTON. OWNERSHIP--STATE OF GEORGIA RIGHT
 AB3661'OF WAY.
 AB3661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3661'ROUTE 17, IN THE COMMUNITY OF COOPERVILLE, LOCATED ABOUT 16 KM (10 MI)
 AB3661'NORTHEAST OF STATESBORO, GO SOUTHEASTERLY ALONG STATE ROUTE 17 FOR 5
 AB3661'KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 51 TO THE LEFT.
 AB3661'CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 17 FOR 3.45 KM (2.15
 AB3661'MI) TO THE STATION ON THE LEFT.
 AB3661'THE STATION IS A STANDARD GADT DISK STAMPED---124-223 1981 AZ MK---,
 AB3661'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3661'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 14.93 METERS (49.00 FT)
 AB3661'NORTH-NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 17, 4.17 METERS
 AB3661'(13.70 FT) EAST-SOUTHEAST FROM A POWER POLE ON THE NORTH SIDE OF THE
 AB3661'ROAD, 45.87 METERS (150.5 FT) EAST FROM THE EAST END OF AN 18 INCH
 AB3661'CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH, 0.76 METER (2.5 FT) WEST
 AB3661'FROM A RIGHT OF WAY MARKER, 21.94 METERS (72.00 FT) NORTHWEST FROM THE
 AB3661'WEST END OF AN 18 INCH CONCRETE PIPE UNDER ANOTHER DRIVEWAY TO THE
 AB3661'NORTH, AND 3.8 METERS (12.70 FT) EAST FROM A WITNESS POST. THE
 AB3661'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-223 1981 AZ
 AB3661'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3661'SURFACE.
 AB3661'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3661'GEORGIA 1975.  REVISED AUGUST 1976,.
 AB3661'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3662 ***********************************************************************
 AB3662  DESIGNATION -  BV 124 223 RM 1
 AB3662  PID         -  AB3662
 AB3662  STATE/COUNTY-  GA/SCREVEN
 AB3662  USGS QUAD   -  DOVER (1978)
 AB3662
 AB3662                         *CURRENT SURVEY CONTROL
 AB3662  ___________________________________________________________________
 AB3662* NAD 83(1994)-  32 33 41.81177(N)    081 38 04.36617(W)     ADJUSTED  
 AB3662* NAVD 88     -        45.29   (+/-2cm)     148.6    (feet)  VERTCON   
 AB3662  ___________________________________________________________________
 AB3662  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AB3662  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AB3662
 AB3662  HORZ ORDER  -  SECOND
 AB3662  VERT ORDER  -  THIRD (See Below)
 AB3662
 AB3662.The horizontal coordinates were established by classical geodetic methods
 AB3662.and adjusted by the National Geodetic Survey in September 1997..
 AB3662
 AB3662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3662.The vertical order pertains to the NGVD 29 superseded value.
 AB3662
 AB3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3662
 AB3662.The geoid height was determined by GEOID03.
 AB3662
 AB3662;                    North         East     Units Scale Factor Converg.
 AB3662;SPC GA E     -   284,113.914   249,968.144   MT  0.99993078   +0 17 11.0
 AB3662;SPC GA E     -   932,130.40    820,103.82   sFT  0.99993078   +0 17 11.0
 AB3662;UTM  17      - 3,602,866.714   440,431.421   MT  0.99964375   -0 20 29.5
 AB3662
 AB3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3662!SPC GA E     -   0.99999765  x   0.99993078  =   0.99992843
 AB3662!UTM  17      -   0.99999765  x   0.99964375  =   0.99964140
 AB3662
 AB3662                          SUPERSEDED SURVEY CONTROL
 AB3662
 AB3662  NAD 83(1986)-  32 33 41.80676(N)    081 38 04.36586(W) AD(       ) 2
 AB3662  NGVD 29 (05/08/96)   45.53   (m)          149.4    (f) LEVELING    3  
 AB3662
 AB3662.Superseded values are not recommended for survey control.
 AB3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3662.See file dsdata.txt to determine how the superseded data were derived.
 AB3662
 AB3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4043102867(NAD 83)
 AB3662_MARKER: DD = SURVEY DISK
 AB3662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3662
 AB3662  HISTORY     - Date     Condition        Report By
 AB3662  HISTORY     - 1981     MONUMENTED       GADT
 AB3662
 AB3662                          STATION DESCRIPTION
 AB3662
 AB3662'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3662'THE STATION IS LOCATED ABOUT 10.85 KM (6.75 MI) WEST-NORTHWEST OF
 AB3662'OLIVER, 12.9 KM (8 MI) WEST-SOUTHWEST OF NEWINGTON, AND 18.5 KM (11.5
 AB3662'MI) EAST-NORTHEAST OF STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3662'WAY.
 AB3662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 WITH STATE
 AB3662'ROUTE 17, IN THE COMMUNITY OF COOPERVILLE LOCATED ABOUT 16 KM (10 MI)
 AB3662'NORTHEAST OF STATESBORO, GO SOUTHEASTERLY ALONG STATE ROUTE 17 FOR 5
 AB3662'KM (3.1 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 51 TO THE LEFT.
 AB3662'CONTINUE GOING SOUTHEASTERLY ALONG STATE ROUTE 17 FOR 2.65 KM (1.65
 AB3662'MI) TO THE STATION ON THE RIGHT.
 AB3662'THE STATION IS A STANDARD NGS DISK STAMPED---124-223 1981 RM 1---, SET
 AB3662'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER RECESSED
 AB3662'5 CM BELOW THE GROUND.  IT IS LOCATED 14.32 METERS (47.00 FT)
 AB3662'SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 17, 23.77 METERS
 AB3662'(78.00 FT) EAST FROM THE EASTERN MOST OF TWO PULL POST IN A FENCELINE
 AB3662', 2.1 METERS (6.9 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 AB3662'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3662'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3662'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3663 ***********************************************************************
 AB3663  DESIGNATION -  BV 124 224
 AB3663  PID         -  AB3663
 AB3663  STATE/COUNTY-  GA/SCREVEN
 AB3663  USGS QUAD   -  OLIVER (1978)
 AB3663
 AB3663                         *CURRENT SURVEY CONTROL
 AB3663  ___________________________________________________________________
 AB3663* NAD 83(1994)-  32 34 43.34089(N)    081 35 16.64781(W)     ADJUSTED  
 AB3663* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 AB3663  ___________________________________________________________________
 AB3663  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3663  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AB3663
 AB3663  HORZ ORDER  -  SECOND
 AB3663
 AB3663.The horizontal coordinates were established by classical geodetic methods
 AB3663.and adjusted by the National Geodetic Survey in September 1997..
 AB3663
 AB3663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3663
 AB3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3663
 AB3663.The geoid height was determined by GEOID03.
 AB3663
 AB3663;                    North         East     Units Scale Factor Converg.
 AB3663;SPC GA E     -   286,031.976   254,332.731   MT  0.99993639   +0 18 41.8
 AB3663;SPC GA E     -   938,423.24    834,423.30   sFT  0.99993639   +0 18 41.8
 AB3663;UTM  17      - 3,604,736.269   444,815.486   MT  0.99963755   -0 18 59.8
 AB3663
 AB3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3663!SPC GA E     -   0.99999653  x   0.99993639  =   0.99993292
 AB3663!UTM  17      -   0.99999653  x   0.99963755  =   0.99963408
 AB3663
 AB3663                          SUPERSEDED SURVEY CONTROL
 AB3663
 AB3663  NAD 83(1986)-  32 34 43.33526(N)    081 35 16.64718(W) AD(       ) 2
 AB3663  NGVD 29 (05/08/96)   52.8    (m)          173.     (f) VERT ANG       
 AB3663
 AB3663.Superseded values are not recommended for survey control.
 AB3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3663.See file dsdata.txt to determine how the superseded data were derived.
 AB3663
 AB3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4481504736(NAD 83)
 AB3663_MARKER: DD = SURVEY DISK
 AB3663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3663
 AB3663  HISTORY     - Date     Condition        Report By
 AB3663  HISTORY     - 1981     MONUMENTED       GADT
 AB3663
 AB3663                          STATION DESCRIPTION
 AB3663
 AB3663'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3663'THE STATION IS LOCATED ABOUT 8.05 KM (5 MI) WEST OF NEWINGTON, 8.85 KM
 AB3663'(5.5 MI) NORTHWEST OF OLIVER, AND 19.3 KM (12 MI) SOUTH OF SYLVANIA.
 AB3663'OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3663'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 WITH STATE
 AB3663'ROUTE 24 IN OLIVER, GO NORTHWEST ALONG STATE ROUTE 17 FOR 1.85 KM
 AB3663'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 60 CROSSING. CONTINUE
 AB3663'NORTHWEST ALONG STATE ROUTE 17 FOR 5.15 KM (3.2 MI) TO THE JUNCTION OF
 AB3663'DIRT COUNTY ROAD 54 TO THE LEFT, AND PAVED COUNTY ROAD 91478 TO THE
 AB3663'RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 91478 FOR 2.7 KM (1.7
 AB3663'MI) TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING NORTH ALONG COUNTY
 AB3663'ROAD 91478 FOR 0.65 KM (0.4 MI) TO THE STATION ON THE LEFT.
 AB3663'THE STATION IS A STANDARD GADT DISK STAMPED---124-224 1981---, SET
 AB3663'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3663'WITH GROUND.  IT IS LOCATED 19.32 METERS (47.00 FT) NORTHWEST FROM THE
 AB3663'CENTERLINE OF COUNTY ROAD 91478, 52.88 METERS (173.5 FT)
 AB3663'WEST-SOUTHWEST FROM THE SOUTHEND OF A 15 INCH CONCRETE PIPE UNDER A
 AB3663'FIELD ROAD TO THE EAST, 49.07 METERS (161.0 FT) SOUTHWEST FROM THE
 AB3663'SOUTH END OD A 15 INCH CONCRETE PIPE UNDER A FIELD ROAD TO THE WEST,
 AB3663'AND 0.91 METER (3 FT) SOUTHWEST FROM A WITNESS POST IN A FENCELINE.
 AB3663'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---016-224
 AB3663'1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3663'SURFACE.
 AB3663'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-224
 AB3663'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3663'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 14.63 METERS (48.00 FT)
 AB3663'NORTHWEST FROM THE CENTERLINE OF THE ROAD, 0.91 METER (3 FT) SOUTHEAST
 AB3663'FROM THE FENCELINE, 30.18 METERS (99.00 FT) SOUTHWEST FROM THE SOUTH
 AB3663'END OF THE 15 INCH CONCRETE PIPE UNDER THE FIELD ROAD TO THE WEST,
 AB3663'37.25 METERS (122.2 FT) WEST FROM THE SOUTH END OF THE 15 INCH
 AB3663'CONCRETE PIPE UNDER THE FIELD ROAD TO THE EAST, AND 1.0 METER (3.3 FT)
 AB3663'EAST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3663'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-224 1981
 AB3663'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3663'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 12.80 METERS (42.00 FT)
 AB3663'NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD 91478, 4.57 METERS (15.00
 AB3663'FT) NORTHWEST FROM THE NORTHWEST END OF A 15 INCH CONCRETE PIPE UNDER
 AB3663'A FIELD ROAD TO THE WEST, 3.6 METERS (11.80 FT) SOUTHWEST FROM A POWER
 AB3663'POLE ON THE WEST SIDE OF THE COUNTY ROAD, AND 2.98 METERS (9.80 FT)
 AB3663'SOUTHWEST FROM A WITNESS POST.
 AB3663'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-224
 AB3663'1981---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND.
 AB3663'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3663'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3663'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3664 ***********************************************************************
 AB3664  DESIGNATION -  BV 124 224 AZ MK
 AB3664  PID         -  AB3664
 AB3664  STATE/COUNTY-  GA/SCREVEN
 AB3664  USGS QUAD   -  OLIVER (1978)
 AB3664
 AB3664                         *CURRENT SURVEY CONTROL
 AB3664  ___________________________________________________________________
 AB3664* NAD 83(1994)-  32 34 28.70283(N)    081 35 30.31018(W)     ADJUSTED  
 AB3664* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 AB3664  ___________________________________________________________________
 AB3664  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AB3664  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AB3664
 AB3664  HORZ ORDER  -  SECOND
 AB3664
 AB3664.The horizontal coordinates were established by classical geodetic methods
 AB3664.and adjusted by the National Geodetic Survey in September 1997..
 AB3664
 AB3664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3664
 AB3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3664
 AB3664.The geoid height was determined by GEOID03.
 AB3664
 AB3664;                    North         East     Units Scale Factor Converg.
 AB3664;SPC GA E     -   285,579.159   253,978.854   MT  0.99993592   +0 18 34.3
 AB3664;SPC GA E     -   936,937.62    833,262.29   sFT  0.99993592   +0 18 34.3
 AB3664;UTM  17      - 3,604,287.493   444,456.774   MT  0.99963804   -0 19 07.0
 AB3664
 AB3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3664!SPC GA E     -   0.99999643  x   0.99993592  =   0.99993235
 AB3664!UTM  17      -   0.99999643  x   0.99963804  =   0.99963448
 AB3664
 AB3664                          SUPERSEDED SURVEY CONTROL
 AB3664
 AB3664  NAD 83(1986)-  32 34 28.69725(N)    081 35 30.30963(W) AD(       ) 2
 AB3664  NGVD 29 (05/08/96)   53.4    (m)          175.     (f) VERT ANG       
 AB3664
 AB3664.Superseded values are not recommended for survey control.
 AB3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3664.See file dsdata.txt to determine how the superseded data were derived.
 AB3664
 AB3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4445704287(NAD 83)
 AB3664_MARKER: DD = SURVEY DISK
 AB3664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3664
 AB3664  HISTORY     - Date     Condition        Report By
 AB3664  HISTORY     - 1981     MONUMENTED       GADT
 AB3664
 AB3664                          STATION DESCRIPTION
 AB3664
 AB3664'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3664'THE STATION IS LOCATED ABOUT 8.45 KM (5.25 MI) WEST OF NEWINGTON, 8.45
 AB3664'KM (5.25 MI) NORTHWEST OF OLIVER, AND 19.7 KM (12.25 MI) SOUTH OF
 AB3664'SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3664'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 WITH STATE
 AB3664'ROUTE 24 IN OLIVER, GO NORTHWEST ALONG STATE ROUTE 17 FOR 1.85 KM
 AB3664'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 60 CROSSING. CONTINUE
 AB3664'GOING NORTHWEST ALONG STATE ROUTE 17 FOR 5.2 KM (3.2 MI) TO THE
 AB3664'JUNCTION OF DIRT COUNTY ROAD 54 TO THE LEFT, AND PAVED COUNTY ROAD
 AB3664'91478 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 91478
 AB3664'FOR 2.7 KM (1.7 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 AB3664'NORTH ALONG COUNTY ROAD 91478 FOR 0.65 KM (0.4 MI) TO THE STATION ON
 AB3664'THE LEFT.
 AB3664'THE STATION IS A STANDARD GADT DISK STAMPED---124-224 1981 AZ MK---,
 AB3664'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3664'FLUSH WITH GROUND.  IT IS LOCATED 12.80 METERS (42.00 FT) NORTHWEST
 AB3664'FROM THE CENTERLINE OF COUNTY ROAD 91478, 4.57 METERS (15.00 FT)
 AB3664'NORTHWEST FROM THE NORTHWEST END OF A 15 INCH CONCRETE PIPE UNDER A
 AB3664'FIELD ROAD TO THE WEST, 3.60 METERS (11.80 FT) SOUTHWEST FROM A POWER
 AB3664'POLE ON THE WEST SIDE OF THE ROAD, AND 2.98 METERS (9.8 FT) SOUTHWEST
 AB3664'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3664'STAMPED---124-224 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3664'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3664'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3664'GEORGIA 1975.  REVISED AUGUST 1976
 AB3664'DESCRIBED BBY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3665 ***********************************************************************
 AB3665  DESIGNATION -  BV 124 224 RM 1
 AB3665  PID         -  AB3665
 AB3665  STATE/COUNTY-  GA/SCREVEN
 AB3665  USGS QUAD   -  OLIVER (1978)
 AB3665
 AB3665                         *CURRENT SURVEY CONTROL
 AB3665  ___________________________________________________________________
 AB3665* NAD 83(1994)-  32 34 43.83277(N)    081 35 16.18921(W)     ADJUSTED  
 AB3665* NAVD 88     -        52.97   (+/-2cm)     173.8    (feet)  VERTCON   
 AB3665  ___________________________________________________________________
 AB3665  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AB3665  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 AB3665
 AB3665  HORZ ORDER  -  SECOND
 AB3665  VERT ORDER  -  THIRD (See Below)
 AB3665
 AB3665.The horizontal coordinates were established by classical geodetic methods
 AB3665.and adjusted by the National Geodetic Survey in September 1997..
 AB3665
 AB3665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3665.The vertical order pertains to the NGVD 29 superseded value.
 AB3665
 AB3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3665
 AB3665.The geoid height was determined by GEOID03.
 AB3665
 AB3665;                    North         East     Units Scale Factor Converg.
 AB3665;SPC GA E     -   286,047.192   254,344.608   MT  0.99993641   +0 18 42.1
 AB3665;SPC GA E     -   938,473.16    834,462.27   sFT  0.99993641   +0 18 42.1
 AB3665;UTM  17      - 3,604,751.350   444,827.527   MT  0.99963753   -0 18 59.5
 AB3665
 AB3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3665!SPC GA E     -   0.99999646  x   0.99993641  =   0.99993287
 AB3665!UTM  17      -   0.99999646  x   0.99963753  =   0.99963399
 AB3665
 AB3665                          SUPERSEDED SURVEY CONTROL
 AB3665
 AB3665  NAD 83(1986)-  32 34 43.82714(N)    081 35 16.18857(W) AD(       ) 2
 AB3665  NGVD 29 (05/08/96)   53.22   (m)          174.6    (f) LEVELING    3  
 AB3665
 AB3665.Superseded values are not recommended for survey control.
 AB3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3665.See file dsdata.txt to determine how the superseded data were derived.
 AB3665
 AB3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4482804751(NAD 83)
 AB3665_MARKER: DD = SURVEY DISK
 AB3665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3665
 AB3665  HISTORY     - Date     Condition        Report By
 AB3665  HISTORY     - 1981     MONUMENTED       GADT
 AB3665
 AB3665                          STATION DESCRIPTION
 AB3665
 AB3665'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3665'THE STATION IS LOCATED ABOUT 8.05 KM (5 MI) WEST OF NEWINGTON, 8.85 KM
 AB3665'(5.5 MI) NORTHWEST OF OLIVER, AND 19.3 KM (12 MI) SOUTH OF SYLVANIA.
 AB3665'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 WITH STATE
 AB3665'ROUTE 24 IN OLIVER, GO NORTHWEST ALONG STATE ROUTE 17 FOR 1.85 KM
 AB3665'(1.15 MI) TO THE JUNCTION OF DIRT COUNTY ROA 60 CROSSING. CONTINUE
 AB3665'NORTHWEST ALONG STATE ROUTE 17 FOR 5.2 KM (3.2 MI) TO THE JUNCTION OF
 AB3665'DIRT COUNTY ROAD 54 TO THE LEFT, AND PAVED COUNTY ROAD 91478 TO THE
 AB3665'RIGHT.  TURN RIGHT GOING NORTH ALOMG COUNTY ROAD 91478 FOR 3.35 KM
 AB3665'(2.1 MI) TO THE STATION ON THE LEFT.
 AB3665'THE STATION IS A STANDARD GADT DISK STAMPED---124-224 1981 RM 1---,
 AB3665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3665'FLUSH WITH GROUND.  IT IS LOCATED 14.63 METERS (48.0 FT) NORTHWEST
 AB3665'FROM THE CENTERLINE OF THE ROAD 0.91 METER (3.0 FT) SOUTHEAST FROM THE
 AB3665'FENCELINE, 30.18 METERS (99.00 FT) SOUTHWEST FROM THE SOUTH END OF A
 AB3665'15 INCH CONCRETE PIPE UNDER THE FIELD ROAD TO THE WEST, 37.25 METERS
 AB3665'(122.2 FT) WEST FROM THE SOUTH END OF A 15 INCH CONCRETE PIPE UNDER
 AB3665'THE FIELD ROAD TO THE EAST, AND 1.0 METER (3.3 FT) EAST FROM A WITNESS
 AB3665'POST.
 AB3665'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3665'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3665'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3666 ***********************************************************************
 AB3666  DESIGNATION -  BV 124 225
 AB3666  PID         -  AB3666
 AB3666  STATE/COUNTY-  GA/SCREVEN
 AB3666  USGS QUAD   -  KILDARE (1978)
 AB3666
 AB3666                         *CURRENT SURVEY CONTROL
 AB3666  ___________________________________________________________________
 AB3666* NAD 83(1994)-  32 37 15.65620(N)    081 28 10.73852(W)     ADJUSTED  
 AB3666* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 AB3666  ___________________________________________________________________
 AB3666  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AB3666  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 AB3666
 AB3666  HORZ ORDER  -  SECOND
 AB3666
 AB3666.The horizontal coordinates were established by classical geodetic methods
 AB3666.and adjusted by the National Geodetic Survey in September 1997..
 AB3666
 AB3666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3666
 AB3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3666
 AB3666.The geoid height was determined by GEOID03.
 AB3666
 AB3666;                    North         East     Units Scale Factor Converg.
 AB3666;SPC GA E     -   290,790.288   265,409.681   MT  0.99995274   +0 22 32.7
 AB3666;SPC GA E     -   954,034.47    870,764.93   sFT  0.99995274   +0 22 32.7
 AB3666;UTM  17      - 3,609,371.319   455,940.479   MT  0.99962394   -0 15 11.5
 AB3666
 AB3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3666!SPC GA E     -   0.99999831  x   0.99995274  =   0.99995105
 AB3666!UTM  17      -   0.99999831  x   0.99962394  =   0.99962225
 AB3666
 AB3666|---------------------------------------------------------------------|
 AB3666| PID    Reference Object                     Distance      Geod. Az  |
 AB3666|                                                           dddmmss.s |
 AB3666| AB3317 BV 124 225 RM 1                      16.303 METERS 10329     |
 AB3666| AB3667 BV 124 225 AZ MK                    APPROX. 0.6 KM 1921814.4 |
 AB3666|---------------------------------------------------------------------|
 AB3666
 AB3666                          SUPERSEDED SURVEY CONTROL
 AB3666
 AB3666  NAD 83(1986)-  32 37 15.64847(N)    081 28 10.73610(W) AD(       ) 2
 AB3666  NGVD 29 (05/08/96)   41.7    (m)          137.     (f) VERT ANG       
 AB3666
 AB3666.Superseded values are not recommended for survey control.
 AB3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3666.See file dsdata.txt to determine how the superseded data were derived.
 AB3666
 AB3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5594009371(NAD 83)
 AB3666_MARKER: DD = SURVEY DISK
 AB3666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3666
 AB3666  HISTORY     - Date     Condition        Report By
 AB3666  HISTORY     - 1981     MONUMENTED       GADT
 AB3666
 AB3666                          STATION DESCRIPTION
 AB3666
 AB3666'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3666'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) NORTHEAST OF 12.9 KM (8
 AB3666'MI) NORTH-NORTHEAST OF OLIVER, AND 21.35 KM (13.25 MI) SOUTHEAST OF
 AB3666'SYLVANIA. OWNERSHIP--HORACE V. WELLS, P.O. BOX 95 NEWINGTON GEORGIA
 AB3666'30446 HOME PHONE 912 857 4595. BUSINESS PHONE 912 857 4481.
 AB3666'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3666'ROUTE 21 IN NEWINGTON, GO NORTHEAST ALONG STATE ROUTE 24 FOR 3.45 KM
 AB3666'(2.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 75 TO THE LEFT. TURN
 AB3666'LEFT GOING NORTH ALONG COUNTY ROAD 75 FOR 2 KM (1.25 MI) TO THE
 AB3666'JUNCTION OF DIRT COUNTY ROAD 76 ON THE RIGHT AND THE AZIMUTH MARK ON
 AB3666'THE RIGHT.  CONTINUE NORTH ALONG COUNTY ROAD 75 FOR 0.65 KM (0.4 MI)
 AB3666'TO A SHARP LEFT TURN AND THE STATION ON THE LEFT.
 AB3666'THE STATION IS A STANDARD GADT DISK STAMPED---124-225 1981---, SET
 AB3666'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3666'WITH GROUND.  IT IS LOCATED 17.06 METERS (56.00 FT) NORTHWEST FROM A
 AB3666'30 INCH WATER OAK TREE, 13.41 METERS (44.00 FT) WEST FROM A FENCE
 AB3666'CORNER, 0.76 METER (2.5 FT) NORTH FROM THE FENCE, 0.91 METER (3 FT)
 AB3666'NORTHEAST FROM A WITNESS POST, AND 5.33 METERS (17.50 FT) SOUTHWEST
 AB3666'FROM THE CENTERLINE OF THE ROAD. THE UNDERGROUND MARK IS A STANDARD
 AB3666'GADT DISK STAMPED---124-225 1981---, SET INTO AN IRREGULAR MASS OF
 AB3666'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3666'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-225
 AB3666'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3666'DIAMETER PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED 3.35 METERS
 AB3666'(11.00 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD, 0.45 METER (1.5
 AB3666'FT) NORTHEAST FROM THE FENCELINE, 3.53 METERS (11.60 FT)
 AB3666'SOUTH-SOUTHEAST FROM A FENCE CORNER, 10.97 METERS (36.00 FT)
 AB3666'NORTH-NORTHEAST FROM A 30 INCH WATER OAK TREE, 5.82 METERS (19.1 FT)
 AB3666'NORTHWEST FROM A FENCE CORNER, AND 0.67 METER (2.2 FT) NORTHWEST FROM
 AB3666'A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3666'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-225 1981
 AB3666'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3666'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 17.22 METERS
 AB3666'(56.50 FT) SOUTH FROM A 18 INCH PINE TREE IN THE CENTER OF A GRASS
 AB3666'ISLAND AT THE JUNCTION OF COUNTY ROADS 75 AND 76, 5.33 METERS (17.50
 AB3666'FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY ROAD 76, 11.73 METERS
 AB3666'(38.50 FT) WEST-NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD 75, 17.52
 AB3666'METERS (57.50 FT) WEST-NORTHWEST FROM THE FENCELINE ON THE WEST SIDE
 AB3666'OF COUNTY ROAD 75, AND 0.54 METER (1.8 FT) NORTH-NORTHEAST FROM A
 AB3666'WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3666'STAMPED---124-225 1981 AZ MK---, SET IN AN IRREULAR MASS OF CONCRETE
 AB3666'0.91 METER BELOW GROUND SURFACE.
 AB3666'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3666'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3666'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3667 ***********************************************************************
 AB3667  DESIGNATION -  BV 124 225 AZ MK
 AB3667  PID         -  AB3667
 AB3667  STATE/COUNTY-  GA/SCREVEN
 AB3667  USGS QUAD   -  KILDARE (1978)
 AB3667
 AB3667                         *CURRENT SURVEY CONTROL
 AB3667  ___________________________________________________________________
 AB3667* NAD 83(1994)-  32 36 56.61816(N)    081 28 15.64481(W)     ADJUSTED  
 AB3667* NAVD 88     -        41.9    (meters)     137.     (feet)  VERTCON   
 AB3667  ___________________________________________________________________
 AB3667  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AB3667  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 AB3667
 AB3667  HORZ ORDER  -  SECOND
 AB3667
 AB3667.The horizontal coordinates were established by classical geodetic methods
 AB3667.and adjusted by the National Geodetic Survey in September 1997..
 AB3667
 AB3667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3667
 AB3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3667
 AB3667.The geoid height was determined by GEOID03.
 AB3667
 AB3667;                    North         East     Units Scale Factor Converg.
 AB3667;SPC GA E     -   290,203.025   265,285.623   MT  0.99995254   +0 22 29.9
 AB3667;SPC GA E     -   952,107.76    870,357.91   sFT  0.99995254   +0 22 29.9
 AB3667;UTM  17      - 3,608,785.646   455,810.025   MT  0.99962408   -0 15 14.0
 AB3667
 AB3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3667!SPC GA E     -   0.99999824  x   0.99995254  =   0.99995078
 AB3667!UTM  17      -   0.99999824  x   0.99962408  =   0.99962232
 AB3667
 AB3667                          SUPERSEDED SURVEY CONTROL
 AB3667
 AB3667  NAD 83(1986)-  32 36 56.61045(N)    081 28 15.64251(W) AD(       ) 2
 AB3667  NGVD 29 (05/08/96)   42.1    (m)          138.     (f) VERT ANG       
 AB3667
 AB3667.Superseded values are not recommended for survey control.
 AB3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3667.See file dsdata.txt to determine how the superseded data were derived.
 AB3667
 AB3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5581008786(NAD 83)
 AB3667_MARKER: DD = SURVEY DISK
 AB3667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3667
 AB3667  HISTORY     - Date     Condition        Report By
 AB3667  HISTORY     - 1981     MONUMENTED       GADT
 AB3667
 AB3667                          STATION DESCRIPTION
 AB3667
 AB3667'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3667'THE STATION IS LOCATED ABOUT 4.45 KM (2.75 MI) NORTHEAST OF NEWINGTON,
 AB3667'12.5 KM (7.75 MI) NORTH-NORTHEAST OF OLIVER, AND 21,75 KM (13.5 MI)
 AB3667'SOUTHEAST OF SYLVANIA. OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 AB3667'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3667'ROUTE 21 IN NEWINGTON, GO NORTHEAST ALONG STATE ROUTE 24 FOR 3.45 KM
 AB3667'(2.15 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 75 TO THE LEFT. TURN
 AB3667'LEFT GOING NORTH ALONG COUNTY ROAD 75 FOR 2 KM (1.25 MI) TO THE
 AB3667'JUNCTION OF DIRT COUNTY ROAD 76 TO THE RIGHT AND THE STATION ON THE
 AB3667'RIGHT.
 AB3667'THE STATION IS A STANDARD GADT DISK STAMPED---124-225 1981 AZ MK---,
 AB3667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3667'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 17.22 METERS (56.50 FT)
 AB3667'SOUTH FROM AN 18 INCH PINE TREE IN THE CENTER OF A GRASS ISLAND AT THE
 AB3667'JUNCTION OF COUNTY ROADS 76 AND 75., 5.33 METERS (17.50 FT) SOUTHEAST
 AB3667'FROM THE CENTERLINE OF COUNTY ROAD 76, 11.73 METERS (38.50 FT)
 AB3667'WEST-NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD 75, 17.52 METERS
 AB3667'(57.50 FT) WEST-NORTHWEST FROM A FENCELINE ON THE WEST SIDE OF COUNTY
 AB3667'ROAD 75, AND 0.54 METER (1.8 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 AB3667'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-225 1981 AZ
 AB3667'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE
 AB3667'SURFACE.
 AB3667'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3667'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3667'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3668 ***********************************************************************
 AB3668  DESIGNATION -  BV 124 226
 AB3668  PID         -  AB3668
 AB3668  STATE/COUNTY-  GA/SCREVEN
 AB3668  USGS QUAD   -  BLUE SPRINGS LANDING (1978)
 AB3668
 AB3668                         *CURRENT SURVEY CONTROL
 AB3668  ___________________________________________________________________
 AB3668* NAD 83(1994)-  32 38 32.23416(N)    081 27 36.47327(W)     ADJUSTED  
 AB3668* NAVD 88     -        44.7    (meters)     147.     (feet)  VERTCON   
 AB3668  ___________________________________________________________________
 AB3668  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AB3668  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AB3668
 AB3668  HORZ ORDER  -  SECOND
 AB3668
 AB3668.The horizontal coordinates were established by classical geodetic methods
 AB3668.and adjusted by the National Geodetic Survey in September 1997..
 AB3668
 AB3668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3668
 AB3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3668
 AB3668.The geoid height was determined by GEOID03.
 AB3668
 AB3668;                    North         East     Units Scale Factor Converg.
 AB3668;SPC GA E     -   293,155.008   266,287.217   MT  0.99995416   +0 22 52.0
 AB3668;SPC GA E     -   961,792.72    873,643.98   sFT  0.99995416   +0 22 52.0
 AB3668;UTM  17      - 3,611,725.485   456,843.629   MT  0.99962297   -0 14 53.5
 AB3668
 AB3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3668!SPC GA E     -   0.99999781  x   0.99995416  =   0.99995197
 AB3668!UTM  17      -   0.99999781  x   0.99962297  =   0.99962078
 AB3668
 AB3668                          SUPERSEDED SURVEY CONTROL
 AB3668
 AB3668  NAD 83(1986)-  32 38 32.22627(N)    081 27 36.47035(W) AD(       ) 2
 AB3668  NGVD 29 (05/08/96)   44.9    (m)          147.     (f) VERT ANG       
 AB3668
 AB3668.Superseded values are not recommended for survey control.
 AB3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3668.See file dsdata.txt to determine how the superseded data were derived.
 AB3668
 AB3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5684411725(NAD 83)
 AB3668_MARKER: DD = SURVEY DISK
 AB3668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3668
 AB3668  HISTORY     - Date     Condition        Report By
 AB3668  HISTORY     - 1981     MONUMENTED       GADT
 AB3668
 AB3668                          STATION DESCRIPTION
 AB3668
 AB3668'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3668'THE STATION IS LOCATED ABOUT 7.15 KM (4.5 MI) NORTHEAST OF NEWINGTON,
 AB3668'15.3 KM (9.5 MI) NORTH-NORTHEAST OF OLIVER, AND 20.55 KM (12.75 MI)
 AB3668'SOUTHEAST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3668'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3668'ROUTE 21 IN NEWINGTON, GO EAST AND THEN NORTH ALONG STATE ROUTE 24 FOR
 AB3668'4.1 KM (2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 ON THE RIGHT.
 AB3668'CONTINUE NORTH ALONG STATE ROUTE 24 FOR 4.85 KM (3 MI) TO THE JUNCTION
 AB3668'OF PAVED COUNTY ROAD 79 ON THE RIGHT.  CONTINUE NORTH ALONG STATE
 AB3668'ROUTE 24 FOR 1.75 KM (1.10 MI) TO THE STATION ON THE LEFT.
 AB3668'THE STATION IS A STANDARD GADT DISK STAMPED---124-226 1981---, SET
 AB3668'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3668'WITH GROUND.  IT IS LOCATED 14.48 METERS (47.50 FT) WEST-SOUTHWEST
 AB3668'FROM THE CENTERLINE OF STATE ROUTE 24, 1.13 METERS (3.7 FT)
 AB3668'EAST-NORTHEAST FROM A WITNESS POST, AND 32.80 METERS (107.6 FT)
 AB3668'NORTH-NORTHWEST FROM A RIGHT OF WAY MARKER ON THE WEST SIDE OF THE
 AB3668'HIGHWAY. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3668'STAMPED---124-226 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3668'METERS BELOW THE SURFACE.
 AB3668'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-226
 AB3668'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3668'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 16.61 METERS (54.50 FT)
 AB3668'SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 24, 1.0 METER (3.3 FT)
 AB3668'EAST FROM A WITNESS POST, 50.10 METERS (164.4 FT) NORTH-NORTHWEST FROM
 AB3668'A RIGHT OF WAY MARKER ON THE WEST SIDE OF THE ROAD, AND 52.12 METERS
 AB3668'(171.0 FT) SOUTH FROM A 3 INCH SQUARE PROPERTY LINE MARKER UNION BAG
 AB3668'CAMP BAKER CORP. MARK IS LEVEL WITH STATION.
 AB3668'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-226 1981
 AB3668'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3668'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 15.10 METERS (49.50 FT)
 AB3668'EAST-NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 24, 33.37 METERS
 AB3668'(109.5 FT) SOUTH-SOUTHWEST FROM A RIGHT OF WAY MARKER ON THE EAST SIDE
 AB3668'OF THE ROAD, 45.04 METERS (147.8 FT) SOUTHEAST FROM A RIGHT OF WAY
 AB3668'MARKER ON THE WEST SIDE OF THE ROAD, 1.24 METERS (4.1 FT)
 AB3668'WEST-SOUTHWEST FROM A FENCE, AND 0.97 METER (3.2 FT) WEST-SOUTHWEST
 AB3668'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3668'STAMPED---124-226 1981 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE
 AB3668'0.91 METER BELOW THE GROUND SURFACE. TO REACH AZIMUTH MARK FROM THE
 AB3668'STATION PROCEED NORTH ALONG STATE ROUTE 24 FOR 0.7 KM (0.45 MI) TO THE
 AB3668'AZIMUTH MARK ON THE RIGHT.
 AB3668'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3668'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3668'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3669 ***********************************************************************
 AB3669  DESIGNATION -  BV 124 226 AZ MK
 AB3669  PID         -  AB3669
 AB3669  STATE/COUNTY-  GA/SCREVEN
 AB3669  USGS QUAD   -  BLUE SPRINGS LANDING (1978)
 AB3669
 AB3669                         *CURRENT SURVEY CONTROL
 AB3669  ___________________________________________________________________
 AB3669* NAD 83(1994)-  32 38 53.93778(N)    081 27 46.39548(W)     ADJUSTED  
 AB3669* NAVD 88     -        46.1    (meters)     151.     (feet)  VERTCON   
 AB3669  ___________________________________________________________________
 AB3669  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AB3669  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AB3669
 AB3669  HORZ ORDER  -  SECOND
 AB3669
 AB3669.The horizontal coordinates were established by classical geodetic methods
 AB3669.and adjusted by the National Geodetic Survey in September 1997..
 AB3669
 AB3669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3669
 AB3669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3669
 AB3669.The geoid height was determined by GEOID03.
 AB3669
 AB3669;                    North         East     Units Scale Factor Converg.
 AB3669;SPC GA E     -   293,821.827   266,024.198   MT  0.99995374   +0 22 46.9
 AB3669;SPC GA E     -   963,980.44    872,781.06   sFT  0.99995374   +0 22 46.9
 AB3669;UTM  17      - 3,612,394.931   456,588.034   MT  0.99962324   -0 14 59.0
 AB3669
 AB3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3669!SPC GA E     -   0.99999759  x   0.99995374  =   0.99995133
 AB3669!UTM  17      -   0.99999759  x   0.99962324  =   0.99962083
 AB3669
 AB3669                          SUPERSEDED SURVEY CONTROL
 AB3669
 AB3669  NAD 83(1986)-  32 38 53.92994(N)    081 27 46.39242(W) AD(       ) 2
 AB3669  NGVD 29 (05/08/96)   46.3    (m)          152.     (f) VERT ANG       
 AB3669
 AB3669.Superseded values are not recommended for survey control.
 AB3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3669.See file dsdata.txt to determine how the superseded data were derived.
 AB3669
 AB3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5658812395(NAD 83)
 AB3669_MARKER: DD = SURVEY DISK
 AB3669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3669
 AB3669  HISTORY     - Date     Condition        Report By
 AB3669  HISTORY     - 1981     MONUMENTED       GADT
 AB3669
 AB3669                          STATION DESCRIPTION
 AB3669
 AB3669'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3669'THE STATION IS LOCATED 7.75 KM (4.75 MI) NORTHEAST OF NEWINGTON, 16.1
 AB3669'KM (10 MI) NORTH-NORTHEAST OF OLIVER, AND 20.15 KM (12.5 MI) SOUTHEAST
 AB3669'OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3669'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3669'ROUTE 21 IN NEWINGTON, GO EAST TO NORTH ALONG STATE ROUTE 24 FOR 4.1
 AB3669'KM (2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 ON THE RIGHT.
 AB3669'CONTINUE NORTH ALONG STATE ROUTE 24 FOR 4.85 KM (3 MI) TO THE JUNCTION
 AB3669'OF PAVED COUNTY ROAD 79 ON THE RIGHT.  CONTINUE NORTH ALONG STATE
 AB3669'ROUTE 24 FOR 2.45 KM (1.55 MI) TO THE STATION ON THE RIGHT.
 AB3669'THE STATION IS A STANDARD GADT DISK STAMPED---124-226 1981 AZ MK---,
 AB3669'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3669'FLUSH WITH GROUND.  IT IS LOCATED 15.10 METERS (49.50 FT)
 AB3669'EAST-NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 24, 33.37 METERS
 AB3669'(109.5 FT) SOUTH-SOUTHWEST FROM A RIGHT OF WAY MARKER ON THE EAST SIDE
 AB3669'OF THE ROAD, 45.04 METERS (147.8 FT) SOUTHEAST FROM A RIGHT  OF WAY
 AB3669'MARKER ON THE WEST SIDE OF THE ROAD, 1.24 METERS (4.1 FT)
 AB3669'WEST-SOUTHWEST FROM A FENCE, AND 0.97 METER (3.2 FT) WEST-SOUTHWEST
 AB3669'FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3669'STAMPED---124-226 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3669'CONCRETE .91 METERS BELOW THE SURFACE.
 AB3669'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3669'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3669'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3670 ***********************************************************************
 AB3670  DESIGNATION -  BV 124 226 RM 1
 AB3670  PID         -  AB3670
 AB3670  STATE/COUNTY-  GA/SCREVEN
 AB3670  USGS QUAD   -  BLUE SPRINGS LANDING (1978)
 AB3670
 AB3670                         *CURRENT SURVEY CONTROL
 AB3670  ___________________________________________________________________
 AB3670* NAD 83(1994)-  32 38 32.71781(N)    081 27 36.81059(W)     ADJUSTED  
 AB3670* NAVD 88     -        44.75   (+/-2cm)     146.8    (feet)  VERTCON   
 AB3670  ___________________________________________________________________
 AB3670  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AB3670  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 AB3670
 AB3670  HORZ ORDER  -  SECOND
 AB3670  VERT ORDER  -  THIRD (See Below)
 AB3670
 AB3670.The horizontal coordinates were established by classical geodetic methods
 AB3670.and adjusted by the National Geodetic Survey in September 1997..
 AB3670
 AB3670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3670.The vertical order pertains to the NGVD 29 superseded value.
 AB3670
 AB3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3670
 AB3670.The geoid height was determined by GEOID03.
 AB3670
 AB3670;                    North         East     Units Scale Factor Converg.
 AB3670;SPC GA E     -   293,169.848   266,278.327   MT  0.99995415   +0 22 51.8
 AB3670;SPC GA E     -   961,841.41    873,614.81   sFT  0.99995415   +0 22 51.8
 AB3670;UTM  17      - 3,611,740.416   456,834.905   MT  0.99962297   -0 14 53.7
 AB3670
 AB3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3670!SPC GA E     -   0.99999780  x   0.99995415  =   0.99995195
 AB3670!UTM  17      -   0.99999780  x   0.99962297  =   0.99962077
 AB3670
 AB3670                          SUPERSEDED SURVEY CONTROL
 AB3670
 AB3670  NAD 83(1986)-  32 38 32.70993(N)    081 27 36.80768(W) AD(       ) 2
 AB3670  NGVD 29 (05/08/96)   45.01   (m)          147.7    (f) LEVELING    3  
 AB3670
 AB3670.Superseded values are not recommended for survey control.
 AB3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3670.See file dsdata.txt to determine how the superseded data were derived.
 AB3670
 AB3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5683511740(NAD 83)
 AB3670_MARKER: DD = SURVEY DISK
 AB3670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3670
 AB3670  HISTORY     - Date     Condition        Report By
 AB3670  HISTORY     - 1981     MONUMENTED       GADT
 AB3670
 AB3670                          STATION DESCRIPTION
 AB3670
 AB3670'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3670'THE STATION IS LOCATED ABOUT 7.15 KM (4.5 MI) NORTHEAST OF NEWINGTON,
 AB3670'15.3 KM (9.5 MI) NORTH-NORTHEAST OF OLIVER, AND 20.55 KM (12.75 MI)
 AB3670'SOUTHEAST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3670'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 AB3670'ROUTE 21 IN NEWINGTON, GO EAST AND THEN NORTH ALONG STATE ROUTE 24 FOR
 AB3670'4.1 KM (2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 ON THE RIGHT.
 AB3670'CONTINUE NORTH ALONG STATE ROUTE 24 FOR 4.85 KM (3 MI) TO THE JUNCTION
 AB3670'OF PAVED COUNTY ROAD 79 ON THE RIGHT.  CONTINUE ALONG STATE ROUTE 24
 AB3670'FOR 1.75 KM (1.1 MI) TO THE STATION ON THE LEFT.
 AB3670'THE STATION IS A STANDARD GADT DISK STAMPED---124-226 1981 RM 1---,
 AB3670'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3670'FLUSH WITH GROUND.  IT IS LOCATED 16.61 METERS (54.50 FT) SOUTHWEST
 AB3670'FROM THE CENTERLINE OF STATE ROUTE 24, 1.00 METER (3.3 FT) EAST FROM A
 AB3670'WITNESS POST, 50.10 METERS (164.4 FT) NORTH-NORTHWEST FROM A RIGHT OF
 AB3670'WAY MARKER ON THE WEST SIDE OF THE ROAD, AND 52.12 METERS (171.1 FT)
 AB3670'SOUTH FROM A 3 INCH SQUARE PROPERTY LINE MARKER UNION BAG CAMP BAKER
 AB3670'CORP.
 AB3670'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3670'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3670'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3671 ***********************************************************************
 AB3671  DESIGNATION -  BV 124 227
 AB3671  PID         -  AB3671
 AB3671  STATE/COUNTY-  GA/SCREVEN
 AB3671  USGS QUAD   -  BLUE SPRINGS LANDING (1978)
 AB3671
 AB3671                         *CURRENT SURVEY CONTROL
 AB3671  ___________________________________________________________________
 AB3671* NAD 83(1994)-  32 37 34.74117(N)    081 26 58.79629(W)     ADJUSTED  
 AB3671* NAVD 88     -        41.8    (meters)     137.     (feet)  VERTCON   
 AB3671  ___________________________________________________________________
 AB3671  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AB3671  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AB3671
 AB3671  HORZ ORDER  -  SECOND
 AB3671
 AB3671.The horizontal coordinates were established by classical geodetic methods
 AB3671.and adjusted by the National Geodetic Survey in September 1997..
 AB3671
 AB3671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3671
 AB3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3671
 AB3671.The geoid height was determined by GEOID03.
 AB3671
 AB3671;                    North         East     Units Scale Factor Converg.
 AB3671;SPC GA E     -   291,390.636   267,281.096   MT  0.99995580   +0 23 11.7
 AB3671;SPC GA E     -   956,004.11    876,904.73   sFT  0.99995580   +0 23 11.7
 AB3671;UTM  17      - 3,609,950.895   457,817.749   MT  0.99962194   -0 14 32.8
 AB3671
 AB3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3671!SPC GA E     -   0.99999826  x   0.99995580  =   0.99995406
 AB3671!UTM  17      -   0.99999826  x   0.99962194  =   0.99962020
 AB3671
 AB3671                          SUPERSEDED SURVEY CONTROL
 AB3671
 AB3671  NAD 83(1986)-  32 37 34.73311(N)    081 26 58.79374(W) AD(       ) 2
 AB3671  NGVD 29 (05/08/96)   42.1    (m)          138.     (f) VERT ANG       
 AB3671
 AB3671.Superseded values are not recommended for survey control.
 AB3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3671.See file dsdata.txt to determine how the superseded data were derived.
 AB3671
 AB3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5781809951(NAD 83)
 AB3671_MARKER: DD = SURVEY DISK
 AB3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3671_STAMPING: 124-227 1981
 AB3671_MARK LOGO: GADT  
 AB3671_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3671+STABILITY: SURFACE MOTION
 AB3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3671+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AB3671
 AB3671  HISTORY     - Date     Condition        Report By
 AB3671  HISTORY     - 1981     MONUMENTED       GADT
 AB3671  HISTORY     - 19961125 GOOD             SCGS
 AB3671
 AB3671                          STATION DESCRIPTION
 AB3671
 AB3671'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3671'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) EAST-NORTHEAST OF
 AB3671'NEWINGTON, 14.5 KM (9 MI) NORTHEAST OF OLIVER, AND 22.55 KM (14 MI)
 AB3671'SOUTHEAST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3671'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 21 IN
 AB3671'NEWINGTON, GO EAST AND THEN NORTH ALONG STATE ROUTE 24 FOR 4.1 KM
 AB3671'(2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 TO THE RIGHT.
 AB3671'CONTINUE GOING NORTH ALONG STATE ROUTE 73 FOR 3.4 KM (2.1 MI) TO THE
 AB3671'JUNCTION OF COUNTY DIRT ROAD 71 TO THE RIGHT.  CONTINUE GOING NORTH
 AB3671'ALONG STATE ROUTE 24 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE
 AB3671'LEFT.  CONTINUE GOING NORTH ALONG STATE ROUTE 24 FOR 0.5 KM (0.3 MI)
 AB3671'TO THE STATION ON THE RIGHT.
 AB3671'THE STATION IS A STANDARD GADT DISK STAMPED---124-227 1981---, SET
 AB3671'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3671'WITH GROUND.  IT IS LOCATED 14.32 METERS (47.00 FT) NORTHEAST FROM THE
 AB3671'CENTERLINE OF STATE ROUTE 24, 1.0 METER (3.3 FT) SOUTHEAST FROM A
 AB3671'FENCE CORNER, 14.17 METERS (46.50 FT) SOUTH FROM THE SOUTH END OF AN
 AB3671'18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST, AND 1.28 METERS
 AB3671'(4.2 FT) SOUTH-SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3671'A STANDARD GADT DISK STAMPED---124-227 1981---, SET INTO AN IRREGULAR
 AB3671'MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3671'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-227
 AB3671'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3671'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 12.80 METERS (42.00 FT)
 AB3671'NORTHEAST FROM THE CENTERLINE OF STATE ROUTE 24, 17.49 METERS (57.40
 AB3671'FT) SOUTH-SOUTHEAST FROM THE FENCE CORNER, AND 34.44 METERS (113.0 FT)
 AB3671'NORTH-NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL. MARK IS
 AB3671'LEVEL WITH STATION.
 AB3671'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-227 1981
 AB3671'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3671'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.10 METERS (43.00 FT)
 AB3671'SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 24, 23.71 METERS (77.80
 AB3671'FT) SOUTH FROM AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST,
 AB3671'AND 0.91 METER (3.0 FT) NORTHEAST FROM A WITNESS POST.
 AB3671'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-227 1981 AZ
 AB3671'MK---,SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW GROUND
 AB3671'SURFACE.
 AB3671'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3671'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3671'DESCRIBED BY T.B. KNIGHT.
 AB3671
 AB3671                          STATION RECOVERY (1996)
 AB3671
 AB3671'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3671'STATION IS LOCATED 14.5 MILES (23.3 KM) SOUTHEAST OF SYLVANIA, 3.9
 AB3671'MILES (6.3 KM) EAST NORTHEAST OF NEWINGTON.  OWNERSHIP--GEORGIA RIGHT
 AB3671'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 AB3671'(NEWINGTON HIGHWAY) AND 21 (SAVANNAH HIGHWAY) IN NEWINGTON, GO EAST
 AB3671'NORTHEAST ON HIGHWAY 24 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF A
 AB3671'COUNTY ROAD RIGHT (PRYOR ROAD) , CONTINUE ON HIGHWAY 24 FOR 0.7 MILE
 AB3671'(1.1 KM) TO THE STATION ON THE RIGHT IN FRONT OF A GROUP OF MOBILE
 AB3671'HOMES.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 0.5
 AB3671'FOOT (15.2 CM) BELOW THE HIGHWAY, 47.5 FEET (14.5 M) EAST NORTHEAST OF
 AB3671'THE CENTER OF THE HIGHWAY, 3.0 FEET (0.9 M) WEST SOUTHWEST OF A
 AB3671'4.0-FOOT HIGH WOODEN POST (OLD FENCE CORNER) , 46.7 FEET (14.2 M)
 AB3671'SOUTHEAST OF THE SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AB3671'BENEATH A SAND DRIVEWAY LEADING TO MOBILE HOME NUMBER 9629, 56.0 FEET
 AB3671'(17.1 M) NORTH NORTHWEST OF REFERENCE MARK BV 124 227 RM 1, 4.5 FEET
 AB3671'(1.4 M) SOUTH OF A WITNESS POST.  RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3672 ***********************************************************************
 AB3672  DESIGNATION -  BV 124 227 AZ MK
 AB3672  PID         -  AB3672
 AB3672  STATE/COUNTY-  GA/SCREVEN
 AB3672  USGS QUAD   -  KILDARE (1978)
 AB3672
 AB3672                         *CURRENT SURVEY CONTROL
 AB3672  ___________________________________________________________________
 AB3672* NAD 83(1994)-  32 37 19.60578(N)    081 26 52.51658(W)     ADJUSTED  
 AB3672* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 AB3672  ___________________________________________________________________
 AB3672  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AB3672  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AB3672
 AB3672  HORZ ORDER  -  SECOND
 AB3672
 AB3672.The horizontal coordinates were established by classical geodetic methods
 AB3672.and adjusted by the National Geodetic Survey in September 1997..
 AB3672
 AB3672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3672
 AB3672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3672
 AB3672.The geoid height was determined by GEOID03.
 AB3672
 AB3672;                    North         East     Units Scale Factor Converg.
 AB3672;SPC GA E     -   290,925.528   267,447.938   MT  0.99995608   +0 23 15.0
 AB3672;SPC GA E     -   954,478.17    877,452.11   sFT  0.99995608   +0 23 15.0
 AB3672;UTM  17      - 3,609,484.140   457,979.421   MT  0.99962177   -0 14 29.3
 AB3672
 AB3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3672!SPC GA E     -   0.99999887  x   0.99995608  =   0.99995495
 AB3672!UTM  17      -   0.99999887  x   0.99962177  =   0.99962064
 AB3672
 AB3672                          SUPERSEDED SURVEY CONTROL
 AB3672
 AB3672  NAD 83(1986)-  32 37 19.59769(N)    081 26 52.51413(W) AD(       ) 2
 AB3672  NGVD 29 (05/08/96)   38.2    (m)          125.     (f) VERT ANG       
 AB3672
 AB3672.Superseded values are not recommended for survey control.
 AB3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3672.See file dsdata.txt to determine how the superseded data were derived.
 AB3672
 AB3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5797909484(NAD 83)
 AB3672_MARKER: DD = SURVEY DISK
 AB3672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3672_STAMPING: 124-227 1981 AZ MK
 AB3672_MARK LOGO: GADT  
 AB3672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3672+STABILITY: SURFACE MOTION
 AB3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3672+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AB3672
 AB3672  HISTORY     - Date     Condition        Report By
 AB3672  HISTORY     - 1981     MONUMENTED       GADT
 AB3672  HISTORY     - 19961125 GOOD             SCGS
 AB3672
 AB3672                          STATION DESCRIPTION
 AB3672
 AB3672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3672'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) EAST-NORTHEAST OF
 AB3672'NEWINGTON, 14.1 KM (8.75 MI) NORTHEAST OF OLIVER, AND 22.55 KM (14 MI)
 AB3672'SOUTHEAST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3672'TO REACH THE STATION FROM THE JUNCTION OF STATE RROUTES 24 AND 21 IN
 AB3672'NEWINGTON, GO EAST AND THEN NORTH ALONG STATE ROUTE 24 FOR 4.1 KM
 AB3672'(2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 TO THE RIGHT.
 AB3672'CONTINUE GOING NORTH ALONG STATE ROUTE 24 FOR 3.4 KM (2.1 MI) TO THE
 AB3672'JUNCTION OF DIRT COUNTY ROAD 71 TO THE RIGHT.  CONTINUE GOING NORTH
 AB3672'ALONG STATE ROUTE 24 FOR 0.65 KM (0.4 MI)  TO THE STATION ON THE LEFT.
 AB3672'THE STATION IS A STANDARD GADT DISK STAMPED---124-227 1981 AZ MK---,
 AB3672'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3672'FLUSH WITH GROUND.  IT IS LOCATED 13.10 METERS (43.00 FT) SOUTHWEST
 AB3672'FROM THE CENTERLINE OF STATE ROUTE 24, 23.71 METERS (77.80 FT) SOUTH
 AB3672'FROM AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE WEST, AND 0.91
 AB3672'METER (3.0 FT) NORTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3672'A STANDARD GADT DISK STAMPED---124-227 1981 AZ MK---, SET INTO AN
 AB3672'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3672'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3672'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3672'DESCRIBED BY T.B. KNIGHT.
 AB3672
 AB3672                          STATION RECOVERY (1996)
 AB3672
 AB3672'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3672'STATION IS LOCATED 14.3 MILES (23.0 KM) SOUTHEAST OF SYLVANIA, 3.8
 AB3672'MILES (6.1 KM) EAST NORTHEAST OF NEWINGTON.  OWNERSHIP--GEORGIA RIGHT
 AB3672'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 AB3672'(NEWINGTON HIGHWAY) AND 21 (SAVANNAH HIGHWAY) IN NEWINGTON, GO EAST
 AB3672'NORTHEAST ON HIGHWAY 24 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF A
 AB3672'COUNTY ROAD RIGHT (PRYOR ROAD) , CONTINUE ON HIGHWAY 24 FOR 0.4 MILES
 AB3672'(0.6 KM) TO THE STATION ON THE LEFT IN THE DITCH LINE.  STATION IS A
 AB3672'CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 3.0 FEET (0.9 M) BELOW
 AB3672'THE HIGHWAY, 43.0 FEET (13.1 M) WEST SOUTHWEST OF THE CENTER OF THE
 AB3672'HIGHWAY, 70.0 FEET (21.3 M) SOUTH SOUTHEAST OF A TELEPHONE JUNCTION
 AB3672'BOX NUMBER 2200016/3 WITH A SUPPORT POST, 77.5 FEET (23.6 M) SOUTH
 AB3672'SOUTHEAST OF THE SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT
 AB3672'BENEATH A GRASSY ROAD LEADING SOUTHWEST, 127.0 FEET (38.7 M) SOUTHEAST
 AB3672'OF A POWER POLE WITH A GUY WIRE AND TRANSFORMER.  RECOVERED BY R.W.
 AB3672'ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3673 ***********************************************************************
 AB3673  DESIGNATION -  BV 124 227 RM 1
 AB3673  PID         -  AB3673
 AB3673  STATE/COUNTY-  GA/SCREVEN
 AB3673  USGS QUAD   -  BLUE SPRINGS LANDING (1978)
 AB3673
 AB3673                         *CURRENT SURVEY CONTROL
 AB3673  ___________________________________________________________________
 AB3673* NAD 83(1994)-  32 37 34.21309(N)    081 26 58.57918(W)     ADJUSTED  
 AB3673* NAVD 88     -        41.4    (meters)     136.     (feet)  GPS OBS   
 AB3673  ___________________________________________________________________
 AB3673  X           -     799,440.854 (meters)                     COMP
 AB3673  Y           -  -5,317,187.644 (meters)                     COMP
 AB3673  Z           -   3,419,121.249 (meters)                     COMP
 AB3673  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AB3673  ELLIP HEIGHT-          10.65  (meters)          (03/13/03) GPS OBS
 AB3673  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AB3673
 AB3673  HORZ ORDER  -  FIRST
 AB3673  ELLP ORDER  -  FOURTH    CLASS II
 AB3673
 AB3673.The horizontal coordinates were established by GPS observations
 AB3673.and adjusted by the National Geodetic Survey in March 2003..
 AB3673
 AB3673.The orthometric height was determined by GPS observations and a
 AB3673.high-resolution geoid model.
 AB3673
 AB3673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3673
 AB3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3673
 AB3673.The ellipsoidal height was determined by GPS observations
 AB3673.and is referenced to NAD 83.
 AB3673
 AB3673.The geoid height was determined by GEOID03.
 AB3673
 AB3673;                    North         East     Units Scale Factor Converg.
 AB3673;SPC GA E     -   291,374.408   267,286.865   MT  0.99995581   +0 23 11.8
 AB3673;SPC GA E     -   955,950.87    876,923.66   sFT  0.99995581   +0 23 11.8
 AB3673;UTM  17      - 3,609,934.610   457,823.338   MT  0.99962193   -0 14 32.7
 AB3673
 AB3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3673!SPC GA E     -   0.99999833  x   0.99995581  =   0.99995414
 AB3673!UTM  17      -   0.99999833  x   0.99962193  =   0.99962026
 AB3673
 AB3673                          SUPERSEDED SURVEY CONTROL
 AB3673
 AB3673  NAD 83(1994)-  32 37 34.21352(N)    081 26 58.58051(W) AD(       ) 1
 AB3673  NAD 83(1986)-  32 37 34.22306(N)    081 26 58.58337(W) AD(       ) 1
 AB3673  NAD 83(1986)-  32 37 34.20546(N)    081 26 58.57797(W) AD(       ) 2
 AB3673  NGVD 29 (05/08/96)   41.92   (m)          137.5    (f) LEVELING    3  
 AB3673
 AB3673.Superseded values are not recommended for survey control.
 AB3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3673.See file dsdata.txt to determine how the superseded data were derived.
 AB3673
 AB3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5782309935(NAD 83)
 AB3673_MARKER: DD = SURVEY DISK
 AB3673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3673_STAMPING: 124-227 1981 RM 1
 AB3673_MARK LOGO: GADT  
 AB3673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB3673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3673+STABILITY: SURFACE MOTION
 AB3673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3673+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1996
 AB3673
 AB3673  HISTORY     - Date     Condition        Report By
 AB3673  HISTORY     - 1981     MONUMENTED       GADT
 AB3673  HISTORY     - 19961126 GOOD             SCGS
 AB3673
 AB3673                          STATION DESCRIPTION
 AB3673
 AB3673'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3673'THE STATION IS LOCATED ABOUT 6.45 KM (4 MI) EAST NORTHEAST OF
 AB3673'NEWINGTON, 14.5 KM (9 MI) NORTHEAST OF OLIVER, AND 22.55 KM (14 MI)
 AB3673'SOUTHEAST OF SYLVANIA. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3673'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 21 IN
 AB3673'NEWINGTON, GO EAST AND THEN NORTH ALONG STATE ROUTE 24 FOR 4.1 KM
 AB3673'(2.55 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 TO THE RIGHT.
 AB3673'CONTINUE GOING NORTH ALONG STATE ROUTE 24 FOR 3.4 KM (2.1 MI) TO THE
 AB3673'JUNCTION OF DIRT COUNTY ROAD 71 TO THE RIGHT.  CONTINUE GOING NORTH
 AB3673'ALONG STATE ROUTE 24 FOR 1.15 KM (0.7 MI) TO THE STATION ON THE LEFT.
 AB3673'THE STATION IS A STANDARD GADT DISK STAMPED---124-227 1981 RM 1---,
 AB3673'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3673'FLUSH WITH GROUND.  IT IS LOCATED 12.8 METERS (42.00 FT) NORTHEAST
 AB3673'FROM THE CENTERLINE OF STATE ROUTE 24, 17.49 METERS (57.40 FT)
 AB3673'SOUTH-SOUTHEAST FROM A FENCE CORNER, AND 34.44 34.44 METERS (113.0 FT)
 AB3673'NORTH-NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL.
 AB3673'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3673'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3673'DESCRIBED BY T.B. KNIGHT.
 AB3673
 AB3673                          STATION RECOVERY (1996)
 AB3673
 AB3673'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3673'STATION IS LOCATED 14.5 MILES (23.3 KM) SOUTHEAST OF SYLVANIA, 3.9
 AB3673'MILES (6.3 KM) EAST NORTHEAST OF NEWINGTON.  OWNERSHIP--GEORGIA RIGHT
 AB3673'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 AB3673'(NEWINGTON HIGHWAY) AND 21 (SAVANNAH HIGHWAY) IN NEWINGTON, GO EAST
 AB3673'NORTHEAST ON HIGHWAY 24 FOR 4.55 MILES (7.32 KM) TO THE JUNCTION OF A
 AB3673'COUNTY ROAD RIGHT (PRYOR ROAD) , CONTINUE ON HIGHWAY 24 FOR 0.7 MILE
 AB3673'(1.1 KM) TO THE STATION ON THE RIGHT IN FRONT OF A GROUP OF MOBILE
 AB3673'HOMES.  STATION IS A CONCRETE POST RECESSED 0.2 FOOT (6.1 CM) AND 1.0
 AB3673'FOOT (0.3 M) BELOW THE HIGHWAY, 100.5 FEET (30.6 M) SOUTHEAST OF THE
 AB3673'SOUTHEAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A SAND DRIVE
 AB3673'LEADING TO A MOBILE HOME NUMBER 9629, 42.0 FEET (12.8 M) EAST
 AB3673'NORTHEAST OF THE CENTER OF THE HIGHWAY, 112.6 FEET (34.3 M) NORTH
 AB3673'NORTHWEST OF A TELEPHONE JUNCTION BOX 22000/721/21000/71/LP7 WITH A
 AB3673'SUPPORT POST, 2.2 FEET (0.7 M) SOUTH SOUTHEAST OF A WITNESS POST.
 AB3673'RECOVERED BY R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3674 ***********************************************************************
 AB3674  DESIGNATION -  BV 124 228
 AB3674  PID         -  AB3674
 AB3674  STATE/COUNTY-  GA/SCREVEN
 AB3674  USGS QUAD   -  HUNTERS (1978)
 AB3674
 AB3674                         *CURRENT SURVEY CONTROL
 AB3674  ___________________________________________________________________
 AB3674* NAD 83(1994)-  32 39 24.63361(N)    081 30 53.96920(W)     ADJUSTED  
 AB3674* NAVD 88     -        66.6    (meters)     219.     (feet)  VERTCON   
 AB3674  ___________________________________________________________________
 AB3674  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AB3674  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AB3674
 AB3674  HORZ ORDER  -  SECOND
 AB3674
 AB3674.The horizontal coordinates were established by classical geodetic methods
 AB3674.and adjusted by the National Geodetic Survey in September 1997..
 AB3674
 AB3674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3674
 AB3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3674
 AB3674.The geoid height was determined by GEOID03.
 AB3674
 AB3674;                    North         East     Units Scale Factor Converg.
 AB3674;SPC GA E     -   294,736.151   261,130.245   MT  0.99994606   +0 21 06.0
 AB3674;SPC GA E     -   966,980.19    856,724.81   sFT  0.99994606   +0 21 06.0
 AB3674;UTM  17      - 3,613,362.653   451,706.004   MT  0.99962876   -0 16 40.4
 AB3674
 AB3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3674!SPC GA E     -   0.99999435  x   0.99994606  =   0.99994041
 AB3674!UTM  17      -   0.99999435  x   0.99962876  =   0.99962311
 AB3674
 AB3674                          SUPERSEDED SURVEY CONTROL
 AB3674
 AB3674  NAD 83(1986)-  32 39 24.62663(N)    081 30 53.96595(W) AD(       ) 2
 AB3674  NGVD 29 (05/08/96)   66.8    (m)          219.     (f) VERT ANG       
 AB3674
 AB3674.Superseded values are not recommended for survey control.
 AB3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3674.See file dsdata.txt to determine how the superseded data were derived.
 AB3674
 AB3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5170613363(NAD 83)
 AB3674_MARKER: DD = SURVEY DISK
 AB3674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3674
 AB3674  HISTORY     - Date     Condition        Report By
 AB3674  HISTORY     - 1981     MONUMENTED       GADT
 AB3674
 AB3674                          STATION DESCRIPTION
 AB3674
 AB3674'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3674'THE STATION IS LOCATED ABOUT 15.7 KM (9.75 MI) SOUTHEAST OF SYLVANIA,
 AB3674'7.25 KM (4.5 MI) NORTH OF NEWINGTON, AND 20.1 KM (12.5 MI)
 AB3674'EAST-NORTHEAST OF COOPERSVILLE. OWNERSHIP--W L SHEPPARD AND DONALD
 AB3674'SHEPPARD, ROUTE 3, BOX 75, SYLVANIA GEORGIA 30346, PHONE 912 857 4977.
 AB3674'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 21 AND 24 IN
 AB3674'NEWINGTON, GO NORTH ALONG STATE ROUTE 21 FOR 5.65 KM (3.5 MI) TO THE
 AB3674'JUNCTION OF PAVED COUNTY ROAD 90720 (SHOWN AS 239 ON THE COUNTY MAP)
 AB3674'TO THE RIGHT.  TURN RIGHT GOING NORTHERLY ALONG COUNTY ROAD 90720 FOR
 AB3674'3 KM (1.85 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 87 TO THE
 AB3674'LEFT...AND THE W L SHEPPARD RESIDENCE JUST NORTH OF THE JUNCTION .
 AB3674'TURN RIGHT AND CONTINUE GOING EAST ALONG COUNTY ROAD 90720 FOR 0.65 KM
 AB3674'(0.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 88 TO THE RIGHT AND
 AB3674'COUNTY ROAD 90720 TURNING LEFT. TURN RIGHT GOING EAST ALONG COUNTY
 AB3674'ROAD 88 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF A FIELD ROAD TO THE
 AB3674'RIGHT.  TURN RIGHT GOING SOUTH ALONG THE FIELD ROAD FOR 0.1 KM (0.05
 AB3674'MI) TO THE STATION ON THE RIGHT.
 AB3674'THE STATION IS A STANDARD GADT DISK STAMPED---124-228 1981---, SET
 AB3674'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3674'WITH GROUND.  IT IS LOCATED 86.56 METERS (234.0 FT) SOUTH-SOUTHWEST
 AB3674'FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF THE WOODS ROAD
 AB3674'AND COUNTY ROAD 88, 5.79 METERS (19.00 FT) WEST FROM THE CENTERLINE OF
 AB3674'THE FIELD ROAD, 10.06 METERS (33.00 FT) SOUTH-SOUTHWEST FROM A 14 INCH
 AB3674'FORKED PINE TREE, 6.71 METERS (22.00 FT) NORTH-NORTHWEST FROM THE
 AB3674'NORTHERN MOST GATE POST OF A WOODEN GATE ACROSS A ROAD BETWEEN TWO
 AB3674'FENCES, AND 0.82 METER (2.7 FT) EAST FROM A WITNESS POST IN A
 AB3674'FENCELINE. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3674'STAMPED---124-228 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE .91
 AB3674'METERS BELOW THE SURFACE.
 AB3674'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-228
 AB3674'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3674'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.05 METERS (10.00 FT) WEST
 AB3674'FROM THE CENTERLINE OF THE FIELD ROAD, 14.33 METERS (47.00 FT) SOUTH
 AB3674'FROM THE EASTERN MOST GATE POST FOR A WOOD GATE ACROSS A FIELD ROAD
 AB3674'BETWEEN TWO FENCES, 0.49 METER (1.6 FT) EAST FROM A FENCELINE, 106.38
 AB3674'METERS (349.0 FT) SOUTH FROM THE POINT OF INTERSECTION OF THE
 AB3674'CENTERLINES OF THE WOODS ROAD AND COUNTY ROAD 88, AND 0.7 METER (2.3
 AB3674'FT) NORTH-NORTHEAST FROM A WITNESS POST. MARK IS LEVEL WITH STATION.
 AB3674'AZIMUTH MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-228 1981
 AB3674'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3674'DIAMETER RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 5.79 METERS
 AB3674'(19.00 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 89, 144.78 METERS
 AB3674'(475.0 FT) NORTH FROM A POWER POLE ON THE EAST SIDE OF THE ROAD IN THE
 AB3674'ELECTRIC FENCE, 0.46 METER (1.5 FT) WEST FROM THE ELECTRIC FENCELINE
 AB3674'AND 0.88 METER (2.9 FT) NORTHWEST FROM A WITNESS POST.
 AB3674'THE UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-228 1981 AZ
 AB3674'MK---, SET IN AN IIRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 AB3674'SURFACE. TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE FIELD ROAD
 AB3674'WITH COUNTY ROAD 88, GO EAST ALONG COUNTY ROAD 88 FOR 0.72 KM (0.45
 AB3674'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 89 TO THE RIGHT.  TURN RIGHT
 AB3674'GOING SOUTH ALONG COUNTY ROAD 89 FOR 0.5 KM (0.3 MI) TO THE MARK ON
 AB3674'THE LEFT.
 AB3674'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3675 ***********************************************************************
 AB3675  DESIGNATION -  BV 124 228 AZ MK
 AB3675  PID         -  AB3675
 AB3675  STATE/COUNTY-  GA/SCREVEN
 AB3675  USGS QUAD   -  HUNTERS (1978)
 AB3675
 AB3675                         *CURRENT SURVEY CONTROL
 AB3675  ___________________________________________________________________
 AB3675* NAD 83(1994)-  32 39 14.77826(N)    081 30 27.48515(W)     ADJUSTED  
 AB3675* NAVD 88     -        55.1    (meters)     181.     (feet)  VERTCON   
 AB3675  ___________________________________________________________________
 AB3675  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AB3675  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AB3675
 AB3675  HORZ ORDER  -  SECOND
 AB3675
 AB3675.The horizontal coordinates were established by classical geodetic methods
 AB3675.and adjusted by the National Geodetic Survey in September 1997..
 AB3675
 AB3675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3675
 AB3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3675
 AB3675.The geoid height was determined by GEOID03.
 AB3675
 AB3675;                    North         East     Units Scale Factor Converg.
 AB3675;SPC GA E     -   294,436.838   261,822.234   MT  0.99994711   +0 21 20.2
 AB3675;SPC GA E     -   965,998.19    858,995.11   sFT  0.99994711   +0 21 20.2
 AB3675;UTM  17      - 3,613,055.852   452,394.443   MT  0.99962794   -0 16 26.1
 AB3675
 AB3675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3675!SPC GA E     -   0.99999615  x   0.99994711  =   0.99994326
 AB3675!UTM  17      -   0.99999615  x   0.99962794  =   0.99962409
 AB3675
 AB3675                          SUPERSEDED SURVEY CONTROL
 AB3675
 AB3675  NAD 83(1986)-  32 39 14.77115(N)    081 30 27.48196(W) AD(       ) 2
 AB3675  NGVD 29 (05/08/96)   55.4    (m)          182.     (f) VERT ANG       
 AB3675
 AB3675.Superseded values are not recommended for survey control.
 AB3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3675.See file dsdata.txt to determine how the superseded data were derived.
 AB3675
 AB3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5239413056(NAD 83)
 AB3675_MARKER: DD = SURVEY DISK
 AB3675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3675
 AB3675  HISTORY     - Date     Condition        Report By
 AB3675  HISTORY     - 1981     MONUMENTED       GADT
 AB3675
 AB3675                          STATION DESCRIPTION
 AB3675
 AB3675'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3675'THE STATION IS LOCATED ABOUT 16.5 KM (10.25 MI) SOUTHEAST OF SYLVANIA,
 AB3675'6.85 KM (4.25 MI) NORTH OF NEWINGTON, AND 20.1 KM (12.5 MI)
 AB3675'EAST-NORTHEAST OF COOPERSVILLE. OWNERSHIP--SCREVEN COUNTY RIGHT OF
 AB3675'WAY.
 AB3675'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 21 AND 24 IN
 AB3675'NEWINGTON, GO NORTH ALONG STATE ROUTE 21 FOR 5.65 KM (3.5 MI) TO THE
 AB3675'JUNCTION OF COUNTY ROAD 90720 (SHOWN AS 239 IN THE COUNTY MAP) TO THE
 AB3675'RIGHT.  TURN RIGHT GOING NORTHERLY ALONG COUNTY ROAD 90720 FOR 3 KM
 AB3675'(1.85 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 87 TO THE LEFT AND THE
 AB3675'W L SHEPPARRD RESIDENCE JUST NORTH OF THE JUNCTION .  TURN RIGHT AND
 AB3675'CONTINUE GOING EAST ALONG COUNTY ROAD 90720 FOR 0.65 KM (0.4 MI) TO
 AB3675'THE JUNCTION OF PAVED COUNTY ROAD 88 TO THE RIGHT AND COUNTY ROAD
 AB3675'90720 TURNING LEFT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 88 FOR
 AB3675'1.6 KM (1.0 MI) TO THE JUNCTION OF COUNTY ROAD 89 TO THE RIGHT.  TURN
 AB3675'RIGHT GOING SOUTH ALONG COUNTY ROAD 89 FOR  0.5 KM (0.3 MI) TO THE
 AB3675'STATION ON THE LEFT.
 AB3675'THE STATION IS A STANDARD GADT DISK STAMPED---124-228 1981 AZ MK---,
 AB3675'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3675'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED 5.79 METERS (19.00 FT)
 AB3675'EAST FROM THE CENTERLINE OF COUNTY ROAD 89, 144.78 METERS (475.0 FT)
 AB3675'NORTH FROM A POWER POLE ON THE EAST SIDE OF THE ROAD ON THE ELECTRIC
 AB3675'FENCE, 0.46 METER (1.5 FT) WEST FROM THE ELECTRIC FENCE, AND 0.88
 AB3675'METER (2.9 FT) NORTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS
 AB3675'A STANDARD GADT DISK STAMPED---124-228 1981 AZ MK---, SET INTO AN
 AB3675'IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 AB3675'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3675'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3675'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3676 ***********************************************************************
 AB3676  DESIGNATION -  BV 124 228 RM 1
 AB3676  PID         -  AB3676
 AB3676  STATE/COUNTY-  GA/SCREVEN
 AB3676  USGS QUAD   -  HUNTERS (1978)
 AB3676
 AB3676                         *CURRENT SURVEY CONTROL
 AB3676  ___________________________________________________________________
 AB3676* NAD 83(1994)-  32 39 23.97504(N)    081 30 53.87599(W)     ADJUSTED  
 AB3676* NAVD 88     -        66.65   (+/-2cm)     218.7    (feet)  VERTCON   
 AB3676  ___________________________________________________________________
 AB3676  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AB3676  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AB3676
 AB3676  HORZ ORDER  -  SECOND
 AB3676  VERT ORDER  -  THIRD (See Below)
 AB3676
 AB3676.The horizontal coordinates were established by classical geodetic methods
 AB3676.and adjusted by the National Geodetic Survey in September 1997..
 AB3676
 AB3676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3676.The vertical order pertains to the NGVD 29 superseded value.
 AB3676
 AB3676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3676
 AB3676.The geoid height was determined by GEOID03.
 AB3676
 AB3676;                    North         East     Units Scale Factor Converg.
 AB3676;SPC GA E     -   294,715.881   261,132.798   MT  0.99994607   +0 21 06.0
 AB3676;SPC GA E     -   966,913.69    856,733.19   sFT  0.99994607   +0 21 06.0
 AB3676;UTM  17      - 3,613,342.362   451,708.334   MT  0.99962876   -0 16 40.4
 AB3676
 AB3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3676!SPC GA E     -   0.99999434  x   0.99994607  =   0.99994041
 AB3676!UTM  17      -   0.99999434  x   0.99962876  =   0.99962310
 AB3676
 AB3676                          SUPERSEDED SURVEY CONTROL
 AB3676
 AB3676  NAD 83(1986)-  32 39 23.96804(N)    081 30 53.87274(W) AD(       ) 2
 AB3676  NGVD 29 (05/08/96)   66.90   (m)          219.5    (f) LEVELING    3  
 AB3676
 AB3676.Superseded values are not recommended for survey control.
 AB3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3676.See file dsdata.txt to determine how the superseded data were derived.
 AB3676
 AB3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS5170813342(NAD 83)
 AB3676_MARKER: DD = SURVEY DISK
 AB3676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3676
 AB3676  HISTORY     - Date     Condition        Report By
 AB3676  HISTORY     - 1981     MONUMENTED       GADT
 AB3676
 AB3676                          STATION DESCRIPTION
 AB3676
 AB3676'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3676'THE STATION IS LOCATED ABOUT 15.7 KM (9.75 MI) SOUTHEAST OF SYLVANIA,
 AB3676'7.25 KM (4.5 MI) NORTH OF NEWINGTON, AND 20.1 KM (12.5 MI)
 AB3676'EAST-NORTHEAST OF COOPERSVILLE. OWNERSHIP--W L SHEPPARD AND DONALD
 AB3676'SHEPPARD, ROUTE 3, BOX 75, SYLVANIA GEORGIA 30346, PHONE 912 857 4977.
 AB3676'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 21 AND 24 IN
 AB3676'NEWINGTON, GO NORTH ALONG STATE ROUTE 21 FOR 5.65 KM (3.5 MI) TO THE
 AB3676'JUNCTION OF PAVED COUNTY ROAD 90720 (SHOWN AS COUNTY ROAD 239 IN THE
 AB3676'COUNTY MAP) TO THE RIGHT.  TURN RIGHT GOING NORTHERLY ALONG COUNTY
 AB3676'ROAD 90720 FOR 3 KM (1.85 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 87
 AB3676'TO THE LEFT AND THE W L SHEPPARD RESIDENCE JUST NORTH OF THE JUNCTION.
 AB3676'TURN RIGHT AND CONTINUE GOING EAST ALONG COUNTY ROAD 90720 FOR 0.65 KM
 AB3676'(0.4 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 88 TO THE RIGHT, AND
 AB3676'COUNTY ROAD 90720 TURNING LEFT.  TURN RIGHT GOING EAST ALONG COUNTY
 AB3676'ROAD 88 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF A FIELD ROAD TO THE
 AB3676'RIGHT.  TURN RIGHT GOING SOUTH ALONG THE FIELD ROAD FOR 0.1 KM (0.05
 AB3676'MI) TO THE STATION ON THE RIGHT.
 AB3676'THE STATION IS A STANDARD GADT DISK STAMPED---124-228 1981 RM1---, SET
 AB3676'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3676'WITH GROUND.  IT IS LOCATED 3.05 METERS (10.00 FT) WEST FROM THE
 AB3676'CENTERLINE OF THE FIELD ROAD, 14.33 METERS (47.00 FT) SOUTH FROM THE
 AB3676'EASTERN MOST GATE POST FOR A WOOD GATE ACROSS A FIELD ROAD BETWEEN TWO
 AB3676'FENCES, 0.49 METER (1.6 FT) EAST FROM A FENCELINE, 106.38 METERS
 AB3676'(349.0 FT) SOUTH FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF
 AB3676'THE WOODS ROAD AND COUNTY ROAD 88, AND 0.7 METER (2.3 FT)
 AB3676'NORTH-NORTHEAST FROM A WITNESS POST.
 AB3676'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN CUNTY
 AB3676'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3676'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3701 ***********************************************************************
 AB3701  DESIGNATION -  BV 124 229
 AB3701  PID         -  AB3701
 AB3701  STATE/COUNTY-  GA/SCREVEN
 AB3701  USGS QUAD   -  OLIVER (1978)
 AB3701
 AB3701                         *CURRENT SURVEY CONTROL
 AB3701  ___________________________________________________________________
 AB3701* NAD 83(1994)-  32 31 52.27020(N)    081 31 56.55529(W)     ADJUSTED  
 AB3701* NAVD 88     -        33.6    (meters)     110.     (feet)  VERTCON   
 AB3701  ___________________________________________________________________
 AB3701  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AB3701  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AB3701
 AB3701  HORZ ORDER  -  SECOND
 AB3701
 AB3701.The horizontal coordinates were established by classical geodetic methods
 AB3701.and adjusted by the National Geodetic Survey in September 1997..
 AB3701
 AB3701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3701
 AB3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3701
 AB3701.The geoid height was determined by GEOID03.
 AB3701
 AB3701;                    North         East     Units Scale Factor Converg.
 AB3701;SPC GA E     -   280,792.346   259,582.516   MT  0.99994376   +0 20 28.0
 AB3701;SPC GA E     -   921,232.89    851,646.97   sFT  0.99994376   +0 20 28.0
 AB3701;UTM  17      - 3,599,441.052   450,005.957   MT  0.99963082   -0 17 10.7
 AB3701
 AB3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3701!SPC GA E     -   0.99999952  x   0.99994376  =   0.99994328
 AB3701!UTM  17      -   0.99999952  x   0.99963082  =   0.99963034
 AB3701
 AB3701                          SUPERSEDED SURVEY CONTROL
 AB3701
 AB3701  NAD 83(1986)-  32 31 52.26285(N)    081 31 56.55447(W) AD(       ) 2
 AB3701  NGVD 29 (05/08/96)   33.8    (m)          111.     (f) VERT ANG       
 AB3701
 AB3701.Superseded values are not recommended for survey control.
 AB3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3701.See file dsdata.txt to determine how the superseded data were derived.
 AB3701
 AB3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5000699441(NAD 83)
 AB3701_MARKER: DD = SURVEY DISK
 AB3701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3701
 AB3701  HISTORY     - Date     Condition        Report By
 AB3701  HISTORY     - 1981     MONUMENTED       GADT
 AB3701
 AB3701                          STATION DESCRIPTION
 AB3701
 AB3701'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3701'THE STATION IS LOCATED ABOUT 1.55 KM (0.95 MI) NORTH OF OLIVER, 6.9 KM
 AB3701'(4.3 MI) SOUTH-SOUTHWEST OF NEWINGTON, AND 20.7 KM (12.9 MI) NORTHEAST
 AB3701'OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3701'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH STATE
 AB3701'ROUTE 17 IN OLIVER, GO NORTH ALONG STATE ROUTE 24 FOR 0.9 KM (0.55 MI)
 AB3701'TO REFERENCE MARK 2 ON THE LEFT ACROSS THE ROAD FROM MILE POST 3.
 AB3701'CONTINUE GOING NORTHERLY ALONG STATE ROUTE 24 FOR 0.3 KM (0.2 MI) TO
 AB3701'THE STATION ON THE LEFT.
 AB3701'THE STATION IS A STANDARD GADT DISK STAMPED---124-229 1981---, SET
 AB3701'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER FLUSH
 AB3701'WITH GROUND.  IT IS LOCATED 10.82 METERS (35.50 FT) NORTHWEST FROM THE
 AB3701'CENTERLINE OF STATE ROUTE 24, 64.16 METERS (210.5 FT) SOUTHWEST FROM A
 AB3701'TELEPHONE PEDESTAL ON THE WEST SIDE OF THE HIGHWAY, 30.78 METERS
 AB3701'(101.0 FT) NORTH FROM THE NORTH END OF A 15 INCH CONCRETE PIPE UNDER A
 AB3701'DRIVEWAY TO THE EAST, 25.29 METERS (83.00 FT) NORTH-NORTHWEST FROM A
 AB3701'TELEPHONE PEDESTAL ON THE EAST SIDE OF THE ROAD, AND 0.91 METER (3 FT)
 AB3701'SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3701'DISK STAMPED---124-229 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3701'.91 METERS BELOW THE SURFACE.
 AB3701'REFERENCE MARK NUMBER 01 IS A STANDARD GADT DISK STAMPED---124-229
 AB3701'1981 RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3701'DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 10.97 METERS
 AB3701'(36.00 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 37.49 METERS
 AB3701'(123.0 FT) SOUTHWEST FROM THE TELEPHONE PEDESTAL ON THE WEST SIDE OF
 AB3701'THE ROAD, 53.79 METERS (176.5 FT) NORTH-NORTHEAST FROM THE NORTH END
 AB3701'OF A 15 INCH CONCRETE PIPE UNDER THE DRIVEWAY TO THE EAST, AND 1.12
 AB3701'METERS (3.7 FT) SOUTHEAST FROM A WITNESS POST. MARK IS LEVEL WITH
 AB3701'STATION.
 AB3701'REFERENCE MARK NUMBER 02 IS STANDARD GADT DISK STAMPED---124-229 1981
 AB3701'RM 2---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN
 AB3701'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.10 METERS (43.00 FT)
 AB3701'WEST FROM THE CENTERLINE OF THE HIGHWAY, 38.25 METERS (125.5 FT) NORTH
 AB3701'FROM A POWER POLE ON THE WEST SIDE OF THE ROAD, 40.38 METERS (132.5
 AB3701'FT) SOUTH-SOUTHWEST FROM AN 18 INCH CONCRETE PIPE UNDER THE
 AB3701'SOUTHERNMOST ONE OF TWO DRIVEWAYS TO THE WEST, AND 0.91 METER (3 FT)
 AB3701'SOUTHEAST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3701'DISK STAMPED---124-229 1981 RM 2---,SET IN AN IRREGULAR MASS OF
 AB3701'CONCRETE 0.91 METER BELOW GROUND.
 AB3701'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3701'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3701'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3703 ***********************************************************************
 AB3703  DESIGNATION -  BV 124 229 RM 1
 AB3703  PID         -  AB3703
 AB3703  STATE/COUNTY-  GA/SCREVEN
 AB3703  USGS QUAD   -  OLIVER (1978)
 AB3703
 AB3703                         *CURRENT SURVEY CONTROL
 AB3703  ___________________________________________________________________
 AB3703* NAD 83(1994)-  32 31 52.98714(N)    081 31 55.99624(W)     ADJUSTED  
 AB3703* NAVD 88     -        33.95   (+/-2cm)     111.4    (feet)  VERTCON   
 AB3703  ___________________________________________________________________
 AB3703  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AB3703  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AB3703
 AB3703  HORZ ORDER  -  SECOND
 AB3703  VERT ORDER  -  THIRD (See Below)
 AB3703
 AB3703.The horizontal coordinates were established by classical geodetic methods
 AB3703.and adjusted by the National Geodetic Survey in September 1997..
 AB3703
 AB3703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3703.The vertical order pertains to the NGVD 29 superseded value.
 AB3703
 AB3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3703
 AB3703.The geoid height was determined by GEOID03.
 AB3703
 AB3703;                    North         East     Units Scale Factor Converg.
 AB3703;SPC GA E     -   280,814.516   259,596.972   MT  0.99994378   +0 20 28.3
 AB3703;SPC GA E     -   921,305.62    851,694.40   sFT  0.99994378   +0 20 28.3
 AB3703;UTM  17      - 3,599,463.056   450,020.651   MT  0.99963080   -0 17 10.4
 AB3703
 AB3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3703!SPC GA E     -   0.99999946  x   0.99994378  =   0.99994324
 AB3703!UTM  17      -   0.99999946  x   0.99963080  =   0.99963026
 AB3703
 AB3703                          SUPERSEDED SURVEY CONTROL
 AB3703
 AB3703  NAD 83(1986)-  32 31 52.97978(N)    081 31 55.99544(W) AD(       ) 2
 AB3703  NGVD 29 (05/08/96)   34.20   (m)          112.2    (f) LEVELING    3  
 AB3703
 AB3703.Superseded values are not recommended for survey control.
 AB3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3703.See file dsdata.txt to determine how the superseded data were derived.
 AB3703
 AB3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5002199463(NAD 83)
 AB3703_MARKER: DD = SURVEY DISK
 AB3703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3703
 AB3703  HISTORY     - Date     Condition        Report By
 AB3703  HISTORY     - 1981     MONUMENTED       GADT
 AB3703
 AB3703                          STATION DESCRIPTION
 AB3703
 AB3703'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3703'THE STATION IS LOCATED ABOUT 1.55 KM (0.95 MI) NORTH OF OLIVER, 6.9 KM
 AB3703'(4.3 MI) SOUTH-SOUTHWEST OF NEWINGTON, AND 20.7 KM (12.9 MI) NORTHEAST
 AB3703'OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3703'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH STATE
 AB3703'ROUTE 17 IN OLIVER, GO NORTH ALONG STATE ROUTE 24 1.8 KM (1.1 MI) TO
 AB3703'THE STATION ON THE LEFT.
 AB3703'THE STATION IS A STANDARD GADT DISK STAMPED---124-229 1981 RM 1---,
 AB3703'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3703'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 10.97 METERS (36 FT)
 AB3703'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 37.49 METERS (123 FT)
 AB3703'SOUTHWEST FROM A TELEPHONE PEDESTAL ON THE WEST SIDE OF THE ROAD,
 AB3703'53.79 METERS (176.5 FT) NORTH-NORTHEAST FROM THE NORTH END OF A 15
 AB3703'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST, AND 1.12 METERS (3.7
 AB3703'FT) SOUTHEAST FROM A WITNESS POST.
 AB3703'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3703'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3703'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3702 ***********************************************************************
 AB3702  DESIGNATION -  BV 124 229 RM 2
 AB3702  PID         -  AB3702
 AB3702  STATE/COUNTY-  GA/SCREVEN
 AB3702  USGS QUAD   -  OLIVER (1978)
 AB3702
 AB3702                         *CURRENT SURVEY CONTROL
 AB3702  ___________________________________________________________________
 AB3702* NAD 83(1994)-  32 31 44.99140(N)    081 32 00.79274(W)     ADJUSTED  
 AB3702* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 AB3702  ___________________________________________________________________
 AB3702  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AB3702  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AB3702
 AB3702  HORZ ORDER  -  SECOND
 AB3702
 AB3702.The horizontal coordinates were established by classical geodetic methods
 AB3702.and adjusted by the National Geodetic Survey in September 1997..
 AB3702
 AB3702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3702
 AB3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3702
 AB3702.The geoid height was determined by GEOID03.
 AB3702
 AB3702;                    North         East     Units Scale Factor Converg.
 AB3702;SPC GA E     -   280,567.486   259,473.278   MT  0.99994360   +0 20 25.6
 AB3702;SPC GA E     -   920,495.16    851,288.58   sFT  0.99994360   +0 20 25.6
 AB3702;UTM  17      - 3,599,217.471   449,894.298   MT  0.99963096   -0 17 12.9
 AB3702
 AB3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3702!SPC GA E     -   1.00000030  x   0.99994360  =   0.99994390
 AB3702!UTM  17      -   1.00000030  x   0.99963096  =   0.99963126
 AB3702
 AB3702                          SUPERSEDED SURVEY CONTROL
 AB3702
 AB3702  NAD 83(1986)-  32 31 44.98407(N)    081 32 00.79198(W) AD(       ) 2
 AB3702  NGVD 29 (05/08/96)   28.8    (m)           94.     (f) VERT ANG       
 AB3702
 AB3702.Superseded values are not recommended for survey control.
 AB3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3702.See file dsdata.txt to determine how the superseded data were derived.
 AB3702
 AB3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR4989499217(NAD 83)
 AB3702_MARKER: DD = SURVEY DISK
 AB3702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3702
 AB3702  HISTORY     - Date     Condition        Report By
 AB3702  HISTORY     - 1981     MONUMENTED       GADT
 AB3702
 AB3702                          STATION DESCRIPTION
 AB3702
 AB3702'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3702'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) NORTH OF OLIVER, 7.25 KM
 AB3702'(4.5 MI) SOUTH-SOUTHWEST OF NEWINGTON, AND 20.45 KM (12.7 MI)
 AB3702'NORTHEAST OF BROOKLET. OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 AB3702'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 WITH STATE
 AB3702'ROUTE 17 IN OLIVER, GO NORTH ALONG STATE ROUTE 24 FOR 0.9 KM (0.55 MI)
 AB3702'TO THE STATION ON THE LEFT ACROSS THE ROAD FROM MILE POST 3.
 AB3702'THE STATION IS A STANDARD GADT DISK STAMPED---124-229 1981 RM 2---,
 AB3702'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 AB3702'FLUSH WITH GROUND.  IT IS LOCATED 13.10 METERS (43.00 FT) WEST FROM
 AB3702'THE CENTERLINE OF THE HIGHWAY, 38.25 METERS (125.5 FT) NORTH FROM A
 AB3702'POWER POLE ON THE WEST SIDE OF THE HIGHWAY, 40.38 METERS (132.5 FT)
 AB3702'SOUTH-SOUTHWEST FROM AN 18 INCH CONCRETE PIPE UNDER THE SOUTHERNMOST
 AB3702'ONE OF TWO DRIVEWAYS TO THE WEST, AND 0.91 METER (3 FT) SOUTHEAST FROM
 AB3702'A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT DISK
 AB3702'STAMPED---124-229 1981 RM 2---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3702'.91 METERS BELOW THE SURFACE.
 AB3702'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3702'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3702'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3704 ***********************************************************************
 AB3704  DESIGNATION -  BV 124 230
 AB3704  PID         -  AB3704
 AB3704  STATE/COUNTY-  GA/SCREVEN
 AB3704  USGS QUAD   -  OLIVER (1978)
 AB3704
 AB3704                         *CURRENT SURVEY CONTROL
 AB3704  ___________________________________________________________________
 AB3704* NAD 83(1994)-  32 32 29.24545(N)    081 34 42.39111(W)     ADJUSTED  
 AB3704* NAVD 88     -        41.6    (meters)     136.     (feet)  VERTCON   
 AB3704  ___________________________________________________________________
 AB3704  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AB3704  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AB3704
 AB3704  HORZ ORDER  -  SECOND
 AB3704
 AB3704.The horizontal coordinates were established by classical geodetic methods
 AB3704.and adjusted by the National Geodetic Survey in September 1997..
 AB3704
 AB3704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3704
 AB3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3704
 AB3704.The geoid height was determined by GEOID03.
 AB3704
 AB3704;                    North         East     Units Scale Factor Converg.
 AB3704;SPC GA E     -   281,906.436   255,248.963   MT  0.99993763   +0 18 59.1
 AB3704;SPC GA E     -   924,888.03    837,429.31   sFT  0.99993763   +0 18 59.1
 AB3704;UTM  17      - 3,600,602.177   445,686.192   MT  0.99963638   -0 18 40.2
 AB3704
 AB3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3704!SPC GA E     -   0.99999824  x   0.99993763  =   0.99993587
 AB3704!UTM  17      -   0.99999824  x   0.99963638  =   0.99963462
 AB3704
 AB3704                          SUPERSEDED SURVEY CONTROL
 AB3704
 AB3704  NAD 83(1986)-  32 32 29.23902(N)    081 34 42.39128(W) AD(       ) 2
 AB3704  NGVD 29 (05/08/96)   41.9    (m)          137.     (f) VERT ANG       
 AB3704
 AB3704.Superseded values are not recommended for survey control.
 AB3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3704.See file dsdata.txt to determine how the superseded data were derived.
 AB3704
 AB3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4568600602(NAD 83)
 AB3704_MARKER: DD = SURVEY DISK
 AB3704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3704
 AB3704  HISTORY     - Date     Condition        Report By
 AB3704  HISTORY     - 1981     MONUMENTED       GADT
 AB3704
 AB3704                          STATION DESCRIPTION
 AB3704
 AB3704'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3704'THE STATION IS LOCATED APPROXIMATELY 5.05 KM (3.15 MI) NORTHWEST FROM
 AB3704'OLIVER, 8.85 KM ((5.5 MI) SOUTHWEST FROM NEWINGTON, AND 22.05 KM (13.7
 AB3704'MI) EAST-NORTHEAST FROM STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT
 AB3704'OF WAY.
 AB3704'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 AB3704'ROUTE 24 IN OLIVER, GO WESTERLY ALONG STATE ROUTE 17 FOR 1.77 KM (1.1
 AB3704'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 60 CROSSING. CONTINUE GOING
 AB3704'WESTERLY ALONG STATE ROUTE 17 FOR 2.35 KM (1.45 MI) TO THE AZIMUTH
 AB3704'MARK ON THE RIGHT.  CONTINUE GOING WESTERLY ALONG STATE ROUTE 17 FOR
 AB3704'0.9 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 AB3704'THE STATION IS A STANDARD GADT DISK STAMPED---124-230 1981---, SET
 AB3704'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER FLUSH
 AB3704'WITH GROUND.  IT IS LOCATED 13.72 METERS (45 FT) NORTHEAST FROM THE
 AB3704'CENTERLINE OF THE HIGHWAY, 9.75 METERS (32.8 FT) SOUTHEAST FROM THE
 AB3704'SOUTHEAST CORNER OF A FRAME HOUSE, 7.92 METERS (26 FT) WEST-NORTHWEST
 AB3704'FROM THE SOUTH END OF A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE
 AB3704'EAST, 6.4 METERS (21 FT) WEST-SOUTHWEST FROM A TELEPHONE POLE NEXT TO
 AB3704'AN UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 0.73 METER (2.4 FT)
 AB3704'SOUTHWEST FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD GADT
 AB3704'DISK STAMPED---124-230 1981---, SET INTO AN IRREGULAR MASS OF CONCRETE
 AB3704'.97 METERS BELOW THE SURFACE.
 AB3704'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-230 1981
 AB3704'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3704'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 7.92 METERS (26 FT)
 AB3704'SOUTHWEST FROM A POLE ATTACHED, 10.67 METERS (35 FT) SOUTH-SOUTHEAST
 AB3704'FROM A 14 INCH PECAN TREE, AND 12.8 METERS (42 FT) NORTH-NORTHEAST
 AB3704'FROM THE CENTERLINE OF THE HIGHWAY. MARK IS LEVEL WITH STATION.
 AB3704'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK STAMPED---124-230 1981
 AB3704'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 AB3704'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 14.33 METERS (47 FT)
 AB3704'NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 2.23 METERS (7.3 FT)
 AB3704'SOUTHWEST FROM A POWER POLE, 15.54 METERS (51 FT) WEST-NORTHWEST FROM
 AB3704'A 14 INCH PINE TREE, AND 0.85 METER (2.8 FT) WEST-NORTHWEST FROM A
 AB3704'WITNESS POST.
 AB3704'STAMPED---124-230 1981 AZ MK---, SET INTO AN IRREGULAR MASS OF
 AB3704'CONCRETE 0.97 METER BELOW THE SURFACE OF THE GROUND.
 AB3704'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3704'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3704'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3705 ***********************************************************************
 AB3705  DESIGNATION -  BV 124 230 AZ MK
 AB3705  PID         -  AB3705
 AB3705  STATE/COUNTY-  GA/SCREVEN
 AB3705  USGS QUAD   -  OLIVER (1978)
 AB3705
 AB3705                         *CURRENT SURVEY CONTROL
 AB3705  ___________________________________________________________________
 AB3705* NAD 83(1994)-  32 32 13.20880(N)    081 34 15.44135(W)     ADJUSTED  
 AB3705* NAVD 88     -        40.2    (meters)     132.     (feet)  VERTCON   
 AB3705  ___________________________________________________________________
 AB3705  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AB3705  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AB3705
 AB3705  HORZ ORDER  -  SECOND
 AB3705
 AB3705.The horizontal coordinates were established by classical geodetic methods
 AB3705.and adjusted by the National Geodetic Survey in September 1997..
 AB3705
 AB3705.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3705
 AB3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3705
 AB3705.The geoid height was determined by GEOID03.
 AB3705
 AB3705;                    North         East     Units Scale Factor Converg.
 AB3705;SPC GA E     -   281,416.380   255,954.862   MT  0.99993860   +0 19 13.5
 AB3705;SPC GA E     -   923,280.24    839,745.24   sFT  0.99993860   +0 19 13.5
 AB3705;UTM  17      - 3,600,104.570   446,386.470   MT  0.99963544   -0 18 25.5
 AB3705
 AB3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3705!SPC GA E     -   0.99999847  x   0.99993860  =   0.99993707
 AB3705!UTM  17      -   0.99999847  x   0.99963544  =   0.99963391
 AB3705
 AB3705                          SUPERSEDED SURVEY CONTROL
 AB3705
 AB3705  NAD 83(1986)-  32 32 13.20224(N)    081 34 15.44163(W) AD(       ) 2
 AB3705  NGVD 29 (05/08/96)   40.4    (m)          133.     (f) VERT ANG       
 AB3705
 AB3705.Superseded values are not recommended for survey control.
 AB3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3705.See file dsdata.txt to determine how the superseded data were derived.
 AB3705
 AB3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4638600105(NAD 83)
 AB3705_MARKER: DD = SURVEY DISK
 AB3705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3705
 AB3705  HISTORY     - Date     Condition        Report By
 AB3705  HISTORY     - 1981     MONUMENTED       GADT
 AB3705
 AB3705                          STATION DESCRIPTION
 AB3705
 AB3705'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3705'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTHWEST FROM OLIVER,
 AB3705'8.6 KM (5.35 MI) SOUTHWEST FROM NEWINGTON, AND 22.45 KM (13.95 MI)
 AB3705'EAST-NORTHEAST FROM STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3705'WAY.
 AB3705'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 AB3705'ROUTE 24 IN OLIVER, GO WESTERLY ALONG STATE ROUTE 17 FOR 1.75 KM (1.1
 AB3705'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 60 CROSSING.  CONTINUE GOING
 AB3705'WEST ALONG STATE ROUTE 17 FOR 2.35 KM (1.45 MI) TO THE STATION ON THE
 AB3705'RIGHT.
 AB3705'THE STATION IS A STANDARD GADT DISK STAMPED---124-230 1981 AZ MK---,
 AB3705'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3705'FLUSH WITH GROUND.  IT IS LOCATED 14.33 METERS (47 FT) NORTHEAST FROM
 AB3705'THE CENTERLINE OF THE HIGHWAY, 2.23 METERS (7.3 FT) SOUTHWEST FROM A
 AB3705'POWER POLE, 15.54 METERS (51 FT) WEST-NORTHWEST FROM A 14 INCH PINE
 AB3705'TREE, AND 0.85 METER (2.8 FT) WEST-NORTHWEST FROM A WITNESS POST. THE
 AB3705'UNDERGROUND MARK IS A STANDARD GADT DISK STAMPED---124-230 1981 AZ
 AB3705'MK---, SET INTO AN IRREGULAR MASS OF CONCRETE .97 METERS BELOW THE
 AB3705'SURFACE.
 AB3705'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3705'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3705'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3706 ***********************************************************************
 AB3706  DESIGNATION -  BV 124 230 RM 1
 AB3706  PID         -  AB3706
 AB3706  STATE/COUNTY-  GA/SCREVEN
 AB3706  USGS QUAD   -  OLIVER (1978)
 AB3706
 AB3706                         *CURRENT SURVEY CONTROL
 AB3706  ___________________________________________________________________
 AB3706* NAD 83(1994)-  32 32 28.71572(N)    081 34 41.50335(W)     ADJUSTED  
 AB3706* NAVD 88     -        41.49   (+/-2cm)     136.1    (feet)  VERTCON   
 AB3706  ___________________________________________________________________
 AB3706  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AB3706  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AB3706
 AB3706  HORZ ORDER  -  SECOND
 AB3706  VERT ORDER  -  THIRD (See Below)
 AB3706
 AB3706.The horizontal coordinates were established by classical geodetic methods
 AB3706.and adjusted by the National Geodetic Survey in September 1997..
 AB3706
 AB3706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3706.The vertical order pertains to the NGVD 29 superseded value.
 AB3706
 AB3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3706
 AB3706.The geoid height was determined by GEOID03.
 AB3706
 AB3706;                    North         East     Units Scale Factor Converg.
 AB3706;SPC GA E     -   281,890.247   255,272.215   MT  0.99993766   +0 18 59.6
 AB3706;SPC GA E     -   924,834.92    837,505.59   sFT  0.99993766   +0 18 59.6
 AB3706;UTM  17      - 3,600,585.739   445,709.259   MT  0.99963634   -0 18 39.7
 AB3706
 AB3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3706!SPC GA E     -   0.99999826  x   0.99993766  =   0.99993592
 AB3706!UTM  17      -   0.99999826  x   0.99963634  =   0.99963460
 AB3706
 AB3706                          SUPERSEDED SURVEY CONTROL
 AB3706
 AB3706  NAD 83(1986)-  32 32 28.70927(N)    081 34 41.50350(W) AD(       ) 2
 AB3706  NGVD 29 (05/08/96)   41.73   (m)          136.9    (f) LEVELING    3  
 AB3706
 AB3706.Superseded values are not recommended for survey control.
 AB3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3706.See file dsdata.txt to determine how the superseded data were derived.
 AB3706
 AB3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4570900586(NAD 83)
 AB3706_MARKER: DD = SURVEY DISK
 AB3706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3706
 AB3706  HISTORY     - Date     Condition        Report By
 AB3706  HISTORY     - 1981     MONUMENTED       GADT
 AB3706
 AB3706                          STATION DESCRIPTION
 AB3706
 AB3706'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1981 (WRN)
 AB3706'THE STATION IS LOCATED ABOUT 5.05 KM (3.15 MI) NORTHWEST FROM OLIVER,
 AB3706'8.85 KM (5.5 MI) SOUTHWEST FROM NEWINGTON, AND 22.05 KM (13.7 MI)
 AB3706'EAST-NORTHEAST FROM STATESBORO. OWNERSHIP--STATE OF GEORGIA RIGHT OF
 AB3706'WAY.
 AB3706'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 AB3706'ROUTE 24 IN OLIVER, GO WESTERLY ALONG STATE ROUTE 17 FOR 1.75 KM (1.1
 AB3706'MI) TO THE JUNCTION OF DIRT COUNTY ROAD 60 CROSSING.  CONTINUE GOING
 AB3706'WEST ALONG STATE ROUTE 17 FOR 3.25 KM (2 MI) TO THE STATION ON THE
 AB3706'RIGHT.
 AB3706'THE STATION IS A STANDARD GADT DISK STAMPED---124-230 1981 RM 1---,
 AB3706'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 AB3706'FLUSH WITH GROUND.  IT IS LOCATED 12.8 METERS (42 FT) NORTH-NORTHEAST
 AB3706'FROM THE CENTERLINE OF THE HIGHWAY, 10.67 METERS (35 FT)
 AB3706'SOUTH-SOUTHEAST FROM A 14 INCH PECAN TREE, AND 7.92 METERS (26 FT)
 AB3706'SOUTHWEST FROM A POLE ATTACHED.
 AB3706'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN COUNTY
 AB3706'GEORGIA 1975.  REVISED AUGUST 1976.
 AB3706'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4132 ***********************************************************************
 CK4132  DESIGNATION -  BV 124 25 GADT
 CK4132  PID         -  CK4132
 CK4132  STATE/COUNTY-  GA/SCREVEN
 CK4132  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK4132
 CK4132                         *CURRENT SURVEY CONTROL
 CK4132  ___________________________________________________________________
 CK4132* NAD 83(1994)-  32 55 06.60272(N)    081 33 11.47892(W)     ADJUSTED  
 CK4132* NAVD 88     -        43.6    (meters)     143.     (feet)  VERTCON   
 CK4132  ___________________________________________________________________
 CK4132  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK4132  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 CK4132
 CK4132  HORZ ORDER  -  SECOND
 CK4132
 CK4132.The horizontal coordinates were established by classical geodetic methods
 CK4132.and adjusted by the National Geodetic Survey in September 1997..
 CK4132
 CK4132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4132
 CK4132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4132
 CK4132.The geoid height was determined by GEOID03.
 CK4132
 CK4132;                    North         East     Units Scale Factor Converg.
 CK4132;SPC GA E     -   323,730.657   257,378.864   MT  0.99994058   +0 20 00.2
 CK4132;SPC GA E     - 1,062,106.33    844,417.16   sFT  0.99994058   +0 20 00.2
 CK4132;UTM  17      - 3,642,387.689   448,275.637   MT  0.99963299   -0 18 02.3
 CK4132
 CK4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4132!SPC GA E     -   0.99999793  x   0.99994058  =   0.99993851
 CK4132!UTM  17      -   0.99999793  x   0.99963299  =   0.99963092
 CK4132
 CK4132                          SUPERSEDED SURVEY CONTROL
 CK4132
 CK4132  NAD 83(1986)-  32 55 06.60346(N)    081 33 11.47249(W) AD(       ) 2
 CK4132  NAD 27      -  32 55 06.03278(N)    081 33 12.08256(W) AD(       ) 2
 CK4132  NGVD 29 (07/19/86)   43.9    (m)          144.     (f) VERT ANG       
 CK4132
 CK4132.Superseded values are not recommended for survey control.
 CK4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4132.See file dsdata.txt to determine how the superseded data were derived.
 CK4132
 CK4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS4827642388(NAD 83)
 CK4132_MARKER: DD = SURVEY DISK
 CK4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4132+STABILITY: SURFACE MOTION
 CK4132
 CK4132  HISTORY     - Date     Condition        Report By
 CK4132  HISTORY     - 1980     MONUMENTED       GADT
 CK4132  HISTORY     - 1979     GOOD             NGS
 CK4132
 CK4132                          STATION DESCRIPTION
 CK4132
 CK4132'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 CK4132'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) EAST-NORTHEAST OF
 CK4132'HILLTONIA, 20.15 KM (12-1/2 MI) EAST-SOUTHEAST OF SARDIS, AND
 CK4132'20.15 KM (12-1/2 MI) SOUTHEAST OF GIRARD.
 CK4132'OWNERSHIP--SCREVEN COUNTY RIGHT OF WAY.
 CK4132'
 CK4132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (STATE
 CK4132'ROUTE 73) AND STATE ROUTE 24 TO THE NORTH-NORTHWEST ABOUT 8.7 KM
 CK4132'(5-1/2 MI) NORTH OF SYLVANIA, GO NORTH-NORTHEAST ALONG
 CK4132'U.S. HIGHWAY 301 (STATE ROUTE 73) FOR 7.15 KM (4.45 MI) TO THE
 CK4132'JUNCTION OF PAVED COUNTY ROAD 129 CROSSING.  CONTINUE GOING
 CK4132'NORTHEAST ALONG U.S. HIGHWAY 301 (STATE ROUTE 73) FOR 5.3 KM
 CK4132'(3.3 MI) TO THE STATION ON THE RIGHT.
 CK4132'
 CK4132'THE STATION IS A STANDARD GADT DISK
 CK4132'STAMPED---124-25---,
 CK4132'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK4132'FLUSH WITH GROUND.  IT IS LOCATED
 CK4132'15.54 METERS (51.00 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 CK4132'HIGHWAY,
 CK4132'24.63 METERS (80.80 FT) NORTH-NORTHEAST FROM AN 18 INCH
 CK4132'CHINABERRY TREE,
 CK4132'1.77 METERS (5.80 FT) NORTHWEST FROM A POWER POLE WITH STEPS, AND
 CK4132'0.98 METER (3.2 FT) NORTHWEST FROM A WITNESS POST.
 CK4132'
 CK4132'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP SCREVEN
 CK4132'COUNTY GA.  1975.  REVISED AUGUST 1975.
 CK4132
 CK4132                          STATION RECOVERY (1979)
 CK4132
 CK4132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK4132'STATION IS LOCATED 2 1/2 MILES WEST OF THE SAVANNAH RIVER BRIDGE,
 CK4132'ALONG U.S. HIGHWAY 301.
 CK4132'
 CK4132'TO REACH FROM THE JUNCTION OF HIGHWAY 301 AND STATE HIGHWAY 24
 CK4132'WEST, GO NORTHERLY ON HIGHWAY 301 FOR 7.7 MILES TO THE STATION ON THE
 CK4132'RIGHT.
 CK4132'
 CK4132'STATION MARK, A GEORGIA DEPARTMENT OF TRANSPORTATION DISK
 CK4132'STAMPED---124 25---IS SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 CK4132'POST 3 INCHES BELOW GROUND.  IT IS 3 FEET NORTHWEST OF A METAL WITNESS
 CK4132'POST, 5.5 FEET NORTHWEST OF A UTILITY POLE WITH STEPS AND A
 CK4132'TRANSFORMER, 50 FEET SOUTHEAST OF THE HIGHWAY CENTER, 237 FEET
 CK4132'NORTHEAST OF TELEPHONE PEDESTAL A12L 28L 17A, 157 FEET EAST OF THE
 CK4132'NORTHEAST ONE OF TWO BRICK COLUMNS FOR ROOF AT A DESERTED STORE, 104
 CK4132'FEET NORTHEAST OF NORTHWEST CORNER OF A DESERTED FRUIT STAND, AT THE
 CK4132'EDGE OF A CORN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3496 ***********************************************************************
 BE3496  DESIGNATION -  BV 125 200
 BE3496  PID         -  BE3496
 BE3496  STATE/COUNTY-  GA/SEMINOLE
 BE3496  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE3496
 BE3496                         *CURRENT SURVEY CONTROL
 BE3496  ___________________________________________________________________
 BE3496* NAD 83(1994)-  30 50 55.72806(N)    084 47 20.52905(W)     ADJUSTED  
 BE3496* NAVD 88     -        36.6    (meters)     120.     (feet)  VERTCON   
 BE3496  ___________________________________________________________________
 BE3496  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 BE3496  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BE3496
 BE3496  HORZ ORDER  -  SECOND
 BE3496
 BE3496.The horizontal coordinates were established by classical geodetic methods
 BE3496.and adjusted by the National Geodetic Survey in September 1997..
 BE3496
 BE3496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3496
 BE3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3496
 BE3496.The geoid height was determined by GEOID03.
 BE3496
 BE3496;                    North         East     Units Scale Factor Converg.
 BE3496;SPC GA W     -    94,255.515   640,472.916   MT  0.99994370   -0 19 08.9
 BE3496;SPC GA W     -   309,236.64  2,101,284.89   sFT  0.99994370   -0 19 08.9
 BE3496;UTM  16      - 3,414,939.304   711,429.372   MT  1.00015146   +1 08 02.9
 BE3496
 BE3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3496!SPC GA W     -   0.99999865  x   0.99994370  =   0.99994235
 BE3496!UTM  16      -   0.99999865  x   1.00015146  =   1.00015011
 BE3496
 BE3496:                Primary Azimuth Mark                     Grid Az
 BE3496:SPC GA W     -  BV 125 200 AZ MK                         273 20 05.5
 BE3496:UTM  16      -  BV 125 200 AZ MK                         271 52 53.7
 BE3496
 BE3496|---------------------------------------------------------------------|
 BE3496| PID    Reference Object                     Distance      Geod. Az  |
 BE3496|                                                           dddmmss.s |
 BE3496| CW1929 BV 125 200 AZ MK                                   2730056.6 |
 BE3496| BE3495 BV 125 200 GADT 1973 PTA             18.057 METERS 31611     |
 BE3496|---------------------------------------------------------------------|
 BE3496
 BE3496                          SUPERSEDED SURVEY CONTROL
 BE3496
 BE3496  NAD 83(1994)-  30 50 55.73343(N)    084 47 20.53545(W) AD(       ) 2
 BE3496  NAD 83(1986)-  30 50 55.73501(N)    084 47 20.53499(W) AD(       ) 2
 BE3496  NAD 27      -  30 50 55.05659(N)    084 47 20.81808(W) AD(       ) 2
 BE3496  NGVD 29 (07/19/86)   36.7    (m)          120.     (f) VERT ANG       
 BE3496
 BE3496.Superseded values are not recommended for survey control.
 BE3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3496.See file dsdata.txt to determine how the superseded data were derived.
 BE3496
 BE3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1142914939(NAD 83)
 BE3496_MARKER: DD = SURVEY DISK
 BE3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3496
 BE3496  HISTORY     - Date     Condition        Report By
 BE3496  HISTORY     - 1973     MONUMENTED       GADT
 BE3496
 BE3496                          STATION DESCRIPTION
 BE3496
 BE3496'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3496'THE STATION IS ABOUT 13.1 MILES SOUTH AND 5.7 MILES EAST OF
 BE3496'DONALSONVILLE, 8.9 MILES SOUTH AND 2.8 MILES WEST OF BRINSON, 7.0
 BE3496'MILES NORTH AND 18.3 MILES WEST OF ATTAPULGUS.
 BE3496'
 BE3496'TO REACH THE STATION FROM THE INTERSECTION OF GA. 374 AND DIRT
 BE3496'COUNTY ROAD NO. 91976 IN DESSER PROCEED SOUTH ON GA. 374 FOR 2.75
 BE3496'MILES TO PAVED COUNTY ROAD NO. 91659, TURN LEFT AND PROCEED EAST
 BE3496'ON PAVED COUNTY ROAD NO. 91659 FOR 3.75 MILES TO THE STATION ON
 BE3496'THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON PAVED
 BE3496'COUNTY ROAD NO. 91969 FROM THE STATION FOR 0.35 MILE TO THE
 BE3496'AZIMUTH MARK ON THE RIGHT.
 BE3496'
 BE3496'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3496'OF TRANSPORTATION, STAMPED 125-200.  THE SURFACE DISK IS SET IN
 BE3496'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3496'WITH THE GROUND.  IT IS 2.9 FEET SOUTHEAST OF A WITNESS POST,
 BE3496'31.3 FEET NORTHWEST OF THE CENTERLINE OF GA. 253, 25.0 FEET SOUTH
 BE3496'OF THE CENTERLINE OF COUNTY ROAD NO. 91969.  THE UNDERGROUND
 BE3496'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.95 FEET BELOW THE
 BE3496'SURFACE DISK.
 BE3496'
 BE3496'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3496'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3496'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3496'IS 16.0 FEET SOUTH OF A FENCE, 33.7 FEET NORTH OF THE CENTERLINE
 BE3496'OF A PAVED ROAD, 83.4 FEET NORTH OF A FENCE.
 BE3496'
 BE3496'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3493 ***********************************************************************
 BE3493  DESIGNATION -  BV 125 201
 BE3493  PID         -  BE3493
 BE3493  STATE/COUNTY-  GA/SEMINOLE
 BE3493  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE3493
 BE3493                         *CURRENT SURVEY CONTROL
 BE3493  ___________________________________________________________________
 BE3493* NAD 83(1994)-  30 51 03.54503(N)    084 52 27.08679(W)     ADJUSTED  
 BE3493* NAVD 88     -        29.5    (meters)      97.     (feet)  VERTCON   
 BE3493  ___________________________________________________________________
 BE3493  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 BE3493  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BE3493
 BE3493  HORZ ORDER  -  SECOND
 BE3493
 BE3493.The horizontal coordinates were established by classical geodetic methods
 BE3493.and adjusted by the National Geodetic Survey in September 1997..
 BE3493
 BE3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3493
 BE3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3493
 BE3493.The geoid height was determined by GEOID03.
 BE3493
 BE3493;                    North         East     Units Scale Factor Converg.
 BE3493;SPC GA W     -    94,544.706   632,329.531   MT  0.99995647   -0 21 46.2
 BE3493;SPC GA W     -   310,185.42  2,074,567.80   sFT  0.99995647   -0 21 46.2
 BE3493;UTM  16      - 3,415,021.881   703,279.801   MT  1.00010976   +1 05 25.8
 BE3493
 BE3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3493!SPC GA W     -   0.99999978  x   0.99995647  =   0.99995625
 BE3493!UTM  16      -   0.99999978  x   1.00010976  =   1.00010954
 BE3493
 BE3493:                Primary Azimuth Mark                     Grid Az
 BE3493:SPC GA W     -  BV 125 201 AZ MK                         094 44 41.1
 BE3493:UTM  16      -  BV 125 201 AZ MK                         093 17 29.1
 BE3493
 BE3493|---------------------------------------------------------------------|
 BE3493| PID    Reference Object                     Distance      Geod. Az  |
 BE3493|                                                           dddmmss.s |
 BE3493| CW1930 BV 125 201 AZ MK                                   0942254.9 |
 BE3493| BE3494 BV 125 201 GADT 1973 PTA             14.823 METERS 13452     |
 BE3493|---------------------------------------------------------------------|
 BE3493
 BE3493                          SUPERSEDED SURVEY CONTROL
 BE3493
 BE3493  NAD 83(1994)-  30 51 03.54975(N)    084 52 27.09322(W) AD(       ) 2
 BE3493  NAD 83(1986)-  30 51 03.55169(N)    084 52 27.09268(W) AD(       ) 2
 BE3493  NAD 27      -  30 51 02.87456(N)    084 52 27.36030(W) AD(       ) 2
 BE3493  NGVD 29 (07/19/86)   29.6    (m)           97.     (f) VERT ANG       
 BE3493
 BE3493.Superseded values are not recommended for survey control.
 BE3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3493.See file dsdata.txt to determine how the superseded data were derived.
 BE3493
 BE3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0328015022(NAD 83)
 BE3493_MARKER: DD = SURVEY DISK
 BE3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3493
 BE3493  HISTORY     - Date     Condition        Report By
 BE3493  HISTORY     - 1973     MONUMENTED       GADT
 BE3493
 BE3493                          STATION DESCRIPTION
 BE3493
 BE3493'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3493'THE STATION IS ABOUT 13.0 MILES SOUTH AND 0.6 MILE EAST OF
 BE3493'DONALSONVILLE, 7.3 MILES SOUTH AND 7.7 MILES WEST OF BRINSON,
 BE3493'7.2 MILES NORTH AND 23.3 MILES WEST OF ATTAPULGUS.
 BE3493'
 BE3493'TO REACH THE STATION FROM THE INTERSECTION OF GA. 374 AND DIRT
 BE3493'COUNTY ROAD NO. 91976 IN DESSER, PROCEED SOUTH ON GA. 374 FOR
 BE3493'2.75 MILES TO PAVED COUNTY ROAD NO. 91659 TURN RIGHT AND PROCEED
 BE3493'WEST ON PAVED COUNTY ROAD NO. 91659 FOR 1.25 MILE TO THE STATION
 BE3493'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST ON PAVED
 BE3493'COUNTY ROAD NO. 91969 FROM THE STATION FOR 0.3 MILE TO THE
 BE3493'AZIMUTH MARK ON THE RIGHT.
 BE3493'
 BE3493'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3493'OF TRANSPORTATION, STAMPED 125-201.  THE SURFACE DISK IS SET IN
 BE3493'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3493'WITH THE GROUND.  IT IS 5.2 FEET NORTH OF A POWER POLE, 2.6 FEET
 BE3493'WEST OF A WITNESS POST, 19.7 FEET EAST OF THE CENTERLINE OF A
 BE3493'DIRT ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3493'CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3493'
 BE3493'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3493'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3493'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3493'GROUND.  IT IS 107.0 FEET SOUTH OF A FENCE, 53.4 FEET SOUTH OF
 BE3493'THE CENTERLINE OF A PAVED ROAD, 5.5 FEET WEST OF A POWER POLE.
 BE3493'
 BE3493'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3484 ***********************************************************************
 BE3484  DESIGNATION -  BV 125 202
 BE3484  PID         -  BE3484
 BE3484  STATE/COUNTY-  GA/SEMINOLE
 BE3484  USGS QUAD   -  DESSER (1993)
 BE3484
 BE3484                         *CURRENT SURVEY CONTROL
 BE3484  ___________________________________________________________________
 BE3484* NAD 83(1994)-  30 53 10.71189(N)    084 51 07.62442(W)     ADJUSTED  
 BE3484* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 BE3484  ___________________________________________________________________
 BE3484  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BE3484  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BE3484
 BE3484  HORZ ORDER  -  SECOND
 BE3484
 BE3484.The horizontal coordinates were established by classical geodetic methods
 BE3484.and adjusted by the National Geodetic Survey in September 1997..
 BE3484
 BE3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3484
 BE3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3484
 BE3484.The geoid height was determined by GEOID03.
 BE3484
 BE3484;                    North         East     Units Scale Factor Converg.
 BE3484;SPC GA W     -    98,447.575   634,464.758   MT  0.99995296   -0 21 06.8
 BE3484;SPC GA W     -   322,990.09  2,081,573.13   sFT  0.99995296   -0 21 06.8
 BE3484;UTM  16      - 3,418,978.310   705,315.627   MT  1.00012002   +1 06 10.7
 BE3484
 BE3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3484!SPC GA W     -   0.99999848  x   0.99995296  =   0.99995144
 BE3484!UTM  16      -   0.99999848  x   1.00012002  =   1.00011850
 BE3484
 BE3484:                Primary Azimuth Mark                     Grid Az
 BE3484:SPC GA W     -  BV 125 202 AZ MK                         091 22 12.3
 BE3484:UTM  16      -  BV 125 202 AZ MK                         089 54 54.8
 BE3484
 BE3484|---------------------------------------------------------------------|
 BE3484| PID    Reference Object                     Distance      Geod. Az  |
 BE3484|                                                           dddmmss.s |
 BE3484| CW1931 BV 125 202 AZ MK                                   0910105.5 |
 BE3484| BE3485 BV 125 202 GADT 1973 PTA              8.776 METERS 10826     |
 BE3484| BE3486 DESSER LOT                          APPROX. 1.0 KM 2643400.3 |
 BE3484|---------------------------------------------------------------------|
 BE3484
 BE3484                          SUPERSEDED SURVEY CONTROL
 BE3484
 BE3484  NAD 83(1994)-  30 53 10.71678(N)    084 51 07.63121(W) AD(       ) 2
 BE3484  NAD 83(1986)-  30 53 10.71861(N)    084 51 07.63050(W) AD(       ) 2
 BE3484  NAD 27      -  30 53 10.04521(N)    084 51 07.90671(W) AD(       ) 2
 BE3484  NGVD 29 (07/19/86)   37.8    (m)          124.     (f) VERT ANG       
 BE3484
 BE3484.Superseded values are not recommended for survey control.
 BE3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3484.See file dsdata.txt to determine how the superseded data were derived.
 BE3484
 BE3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0531618978(NAD 83)
 BE3484_MARKER: DD = SURVEY DISK
 BE3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3484
 BE3484  HISTORY     - Date     Condition        Report By
 BE3484  HISTORY     - 1973     MONUMENTED       GADT
 BE3484
 BE3484                          STATION DESCRIPTION
 BE3484
 BE3484'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3484'THE STATION IS ABOUT 12.6 MILES SOUTH AND 2.0 MILES EAST OF
 BE3484'DONALSONVILLE, 6.4 MILES SOUTH AND 6.3 MILES WEST OF BRINSON,
 BE3484'9.7 MILES NORTH AND 22.2 MILES WEST OF ATTAPULGUS.
 BE3484'
 BE3484'TO REACH THE STATION FROM THE INTERSECTION OF GA. 374 AND DIRT
 BE3484'COUNTY ROAD NO. 91976 IN DESSER PROCEED EAST ON DIRT COUNTY ROAD
 BE3484'NO. 91976 FOR 0.7 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BE3484'AZIMUTH MARK PROCEED EAST ON COUNTY ROAD NO. 91976 FROM THE
 BE3484'STATION FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3484'
 BE3484'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3484'OF TRANSPORTATION, STAMPED 125-202.  THE SURFACE DISK IS SET IN
 BE3484'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3484'WITH THE GROUND.  IT IS 5.0 FEET SOUTH OF A POWER POLE, 2.5
 BE3484'FEET WEST OF A WITNESS POST, 48.0 FEET NORTH OF THE CENTERLINE
 BE3484'OF A DIRT ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 BE3484'MASS OF CONCRETE 1.65 FEET BELOW THE SURFACE DISK.
 BE3484'
 BE3484'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3484'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3484'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3484'GROUND.  IT IS 105.5 FEET NORTHWEST OF A TELEPHONE PEDESTAL, 45.5
 BE3484'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 2.4 FEET SOUTH OF
 BE3484'A POWER POLE.
 BE3484'
 BE3484'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3480 ***********************************************************************
 BE3480  DESIGNATION -  BV 125 203
 BE3480  PID         -  BE3480
 BE3480  STATE/COUNTY-  GA/SEMINOLE
 BE3480  USGS QUAD   -  DESSER (1993)
 BE3480
 BE3480                         *CURRENT SURVEY CONTROL
 BE3480  ___________________________________________________________________
 BE3480* NAD 83(1994)-  30 59 38.22911(N)    084 46 05.23703(W)     ADJUSTED  
 BE3480* NAVD 88     -        41.1    (meters)     135.     (feet)  VERTCON   
 BE3480  ___________________________________________________________________
 BE3480  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BE3480  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE3480
 BE3480  HORZ ORDER  -  SECOND
 BE3480
 BE3480.The horizontal coordinates were established by classical geodetic methods
 BE3480.and adjusted by the National Geodetic Survey in September 1997..
 BE3480
 BE3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3480
 BE3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3480
 BE3480.The geoid height was determined by GEOID03.
 BE3480
 BE3480;                    North         East     Units Scale Factor Converg.
 BE3480;SPC GA W     -   110,334.679   642,560.130   MT  0.99994068   -0 18 35.0
 BE3480;SPC GA W     -   361,989.69  2,108,132.69   sFT  0.99994068   -0 18 35.0
 BE3480;UTM  16      - 3,431,069.768   713,107.605   MT  1.00016023   +1 08 59.0
 BE3480
 BE3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3480!SPC GA W     -   0.99999791  x   0.99994068  =   0.99993859
 BE3480!UTM  16      -   0.99999791  x   1.00016023  =   1.00015814
 BE3480
 BE3480|---------------------------------------------------------------------|
 BE3480| PID    Reference Object                     Distance      Geod. Az  |
 BE3480|                                                           dddmmss.s |
 BE3480| BE3479 BV 125 203 GADT 1973 PTA             13.155 METERS 07742     |
 BE3480| CW1932 BV 125 203 AZ MK                                   2964139.7 |
 BE3480| BT1936 DONALSONVILLE LOT                   APPROX. 8.8 KM 2971225.6 |
 BE3480|---------------------------------------------------------------------|
 BE3480
 BE3480                          SUPERSEDED SURVEY CONTROL
 BE3480
 BE3480  NAD 83(1994)-  30 59 38.23442(N)    084 46 05.24496(W) AD(       ) 2
 BE3480  NAD 83(1986)-  30 59 38.23651(N)    084 46 05.24336(W) AD(       ) 2
 BE3480  NAD 27      -  30 59 37.56635(N)    084 46 05.52967(W) AD(       ) 2
 BE3480  NGVD 29 (07/19/86)   41.2    (m)          135.     (f) VERT ANG       
 BE3480
 BE3480.Superseded values are not recommended for survey control.
 BE3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3480.See file dsdata.txt to determine how the superseded data were derived.
 BE3480
 BE3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1310831070(NAD 83)
 BE3480_MARKER: DD = SURVEY DISK
 BE3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3480
 BE3480  HISTORY     - Date     Condition        Report By
 BE3480  HISTORY     - 1973     MONUMENTED       GADT
 BE3480
 BE3480                          STATION DESCRIPTION
 BE3480
 BE3480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3480'THE STATION IS ABOUT 3.2 MILES SOUTH AND 6.7 MILES EAST OF
 BE3480'DONALSONVILLE, 1.1 MILE NORTH AND 1.7 MILE WEST OF BRINSON, 7.9
 BE3480'MILES SOUTH AND 4.6 MILES WEST OF BOYKIN.
 BE3480'
 BE3480'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 285
 BE3480'IN BRINSON, PROCEED WEST ON U.S. 84 FOR 1.6 MILE TO THE STATION
 BE3480'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON U.S. 84
 BE3480'FROM THE STATION FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BE3480'
 BE3480'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3480'OF TRANSPORTATION, STAMPED 125-203.  THE SURFACE DISK IS SET IN
 BE3480'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3480'WITH THE GROUND.  IT IS 3.2 FEET NORTHEAST OF A FENCE, 3.3 FEET
 BE3480'SOUTHEAST OF A WITNESS POST, 43.0 FEET SOUTHWEST OF THE
 BE3480'CENTERLINE OF U.S. 84.  THE UNDERGROUND DISK IS SET IN AN
 BE3480'IRREGULAR MASS OF CONCRETE 1.85 FEET BELOW THE SURFACE DISK.
 BE3480'
 BE3480'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3480'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3480'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3480'GROUND.  IT IS 32.6 FEET NORTHEAST OF A POWER POLE, 37.0 FEET
 BE3480'SOUTHWEST OF THE CENTERLINE OF A ROAD, 225.0 FEET SOUTHWEST OF A
 BE3480'FENCE.
 BE3480'
 BE3480'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3481 ***********************************************************************
 BE3481  DESIGNATION -  BV 125 204
 BE3481  PID         -  BE3481
 BE3481  STATE/COUNTY-  GA/SEMINOLE
 BE3481  USGS QUAD   -  DESSER (1993)
 BE3481
 BE3481                         *CURRENT SURVEY CONTROL
 BE3481  ___________________________________________________________________
 BE3481* NAD 83(1994)-  30 58 40.90812(N)    084 47 41.28340(W)     ADJUSTED  
 BE3481* NAVD 88     -        43.1    (meters)     141.     (feet)  VERTCON   
 BE3481  ___________________________________________________________________
 BE3481  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BE3481  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BE3481
 BE3481  HORZ ORDER  -  SECOND
 BE3481
 BE3481.The horizontal coordinates were established by classical geodetic methods
 BE3481.and adjusted by the National Geodetic Survey in September 1997..
 BE3481
 BE3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3481
 BE3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3481
 BE3481.The geoid height was determined by GEOID03.
 BE3481
 BE3481;                    North         East     Units Scale Factor Converg.
 BE3481;SPC GA W     -   108,583.570   640,002.181   MT  0.99994439   -0 19 23.9
 BE3481;SPC GA W     -   356,244.60  2,099,740.49   sFT  0.99994439   -0 19 23.9
 BE3481;UTM  16      - 3,429,253.709   710,594.544   MT  1.00014710   +1 08 07.6
 BE3481
 BE3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3481!SPC GA W     -   0.99999760  x   0.99994439  =   0.99994199
 BE3481!UTM  16      -   0.99999760  x   1.00014710  =   1.00014470
 BE3481
 BE3481:                Primary Azimuth Mark                     Grid Az
 BE3481:SPC GA W     -  BV 125 204 AZ MK                         094 08 24.4
 BE3481:UTM  16      -  BV 125 204 AZ MK                         092 40 52.9
 BE3481
 BE3481|---------------------------------------------------------------------|
 BE3481| PID    Reference Object                     Distance      Geod. Az  |
 BE3481|                                                           dddmmss.s |
 BE3481| CW1933 BV 125 204 AZ MK                                   0934900.5 |
 BE3481| BE3482 BV 125 204 GADT 1973 PTA             19.323 METERS 13509     |
 BE3481|---------------------------------------------------------------------|
 BE3481
 BE3481                          SUPERSEDED SURVEY CONTROL
 BE3481
 BE3481  NAD 83(1994)-  30 58 40.91310(N)    084 47 41.29105(W) AD(       ) 2
 BE3481  NAD 83(1986)-  30 58 40.91543(N)    084 47 41.28961(W) AD(       ) 2
 BE3481  NAD 27      -  30 58 40.24451(N)    084 47 41.57395(W) AD(       ) 2
 BE3481  NGVD 29 (07/19/86)   43.2    (m)          142.     (f) VERT ANG       
 BE3481
 BE3481.Superseded values are not recommended for survey control.
 BE3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3481.See file dsdata.txt to determine how the superseded data were derived.
 BE3481
 BE3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1059529254(NAD 83)
 BE3481_MARKER: DD = SURVEY DISK
 BE3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3481
 BE3481  HISTORY     - Date     Condition        Report By
 BE3481  HISTORY     - 1973     MONUMENTED       GADT
 BE3481
 BE3481                          STATION DESCRIPTION
 BE3481
 BE3481'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3481'THE STATION IS ABOUT 3.5 MILES WEST OF BRINSON, 2.3 MILES SOUTH
 BE3481'AND 1.0 MILE EAST OF IRON CITY, 4.8 MILES NORTH AND 13.0 MILES
 BE3481'WEST OF BAINBRIDGE.
 BE3481'
 BE3481'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND GA. 285
 BE3481'IN BRINSON, PROCEED WEST ON GA. 285 FOR 2.7 MILES TO THE STATION
 BE3481'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST ON GA. 285
 BE3481'FROM THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3481'
 BE3481'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BE3481'TRANSPORTATION, STAMPED 125-204.  THE SURFACE DISK IS SET IN THE
 BE3481'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3481'THE GROUND.  IT IS 2.2 FEET EAST OF A WITNESS POST, 29.0 FEET
 BE3481'NORTH OF THE CENTERLINE OF A PAVED ROAD, 12.2 FEET SOUTH OF A
 BE3481'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3481'CONCRETE 1.80 FEET BELOW THE SURFACE DISK.
 BE3481'
 BE3481'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3481'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3481'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3481'GROUND.  IT IS 10.0 FEET NORTH OF THE WOODS LINE, 32.6 FEET SOUTH
 BE3481'OF THE CENTERLINE, 81.5 FEET SOUTHWEST OF A POWER POLE.
 BE3481'
 BE3481'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3500 ***********************************************************************
 BE3500  DESIGNATION -  BV 125 205
 BE3500  PID         -  BE3500
 BE3500  STATE/COUNTY-  GA/SEMINOLE
 BE3500  USGS QUAD   -  FAIRCHILD (1994)
 BE3500
 BE3500                         *CURRENT SURVEY CONTROL
 BE3500  ___________________________________________________________________
 BE3500* NAD 83(1994)-  30 49 03.73389(N)    084 53 06.76641(W)     ADJUSTED  
 BE3500* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 BE3500  ___________________________________________________________________
 BE3500  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 BE3500  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BE3500
 BE3500  HORZ ORDER  -  SECOND
 BE3500
 BE3500.The horizontal coordinates were established by classical geodetic methods
 BE3500.and adjusted by the National Geodetic Survey in September 1997..
 BE3500
 BE3500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3500
 BE3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3500
 BE3500.The geoid height was determined by GEOID03.
 BE3500
 BE3500;                    North         East     Units Scale Factor Converg.
 BE3500;SPC GA W     -    90,861.927   631,251.588   MT  0.99995828   -0 22 05.3
 BE3500;SPC GA W     -   298,102.84  2,071,031.25   sFT  0.99995828   -0 22 05.3
 BE3500;UTM  16      - 3,411,312.403   702,295.417   MT  1.00010484   +1 05 01.6
 BE3500
 BE3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3500!SPC GA W     -   0.99999807  x   0.99995828  =   0.99995635
 BE3500!UTM  16      -   0.99999807  x   1.00010484  =   1.00010291
 BE3500
 BE3500|---------------------------------------------------------------------|
 BE3500| PID    Reference Object                     Distance      Geod. Az  |
 BE3500|                                                           dddmmss.s |
 BE3500| BE3499 BV 125 205 GADT 1973 PTA              7.650 METERS 01053     |
 BE3500| CW1934 BV 125 205 AZ MK                                   1805136.2 |
 BE3500|---------------------------------------------------------------------|
 BE3500
 BE3500                          SUPERSEDED SURVEY CONTROL
 BE3500
 BE3500  NAD 83(1994)-  30 49 03.73842(N)    084 53 06.77242(W) AD(       ) 2
 BE3500  NAD 83(1986)-  30 49 03.74064(N)    084 53 06.77213(W) AD(       ) 2
 BE3500  NAD 27      -  30 49 03.06162(N)    084 53 07.04446(W) AD(       ) 2
 BE3500  NGVD 29 (07/19/86)   40.6    (m)          133.     (f) VERT ANG       
 BE3500
 BE3500.Superseded values are not recommended for survey control.
 BE3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3500.See file dsdata.txt to determine how the superseded data were derived.
 BE3500
 BE3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0229511312(NAD 83)
 BE3500_MARKER: DD = SURVEY DISK
 BE3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3500
 BE3500  HISTORY     - Date     Condition        Report By
 BE3500  HISTORY     - 1973     MONUMENTED       GADT
 BE3500
 BE3500                          STATION DESCRIPTION
 BE3500
 BE3500'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3500'THE STATION IS ABOUT 15.4 MILES SOUTH OF DONALSONVILLE, 11.0
 BE3500'MILES SOUTH AND 8.6 MILES WEST OF BRINSON, 6.3 MILES SOUTH AND
 BE3500'18.2 MILES WEST OF BAINBRIDGE.
 BE3500'
 BE3500'TO REACH THE STATION FROM THE INTERSECTION OF GA. 374 AND DIRT
 BE3500'COUNTY ROAD NO. 91976 IN DESSER PROCEED SOUTH ON GA. 374 FOR 4.7
 BE3500'MILES TO GA. 253.  TURN RIGHT AND PROCEED WEST ON GA. 253 FOR 2.1
 BE3500'MILES TO GA. 39, TURN RIGHT AND PROCEED NORTH ON GA. 39 FOR 0.55
 BE3500'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BE3500'PROCEED SOUTH ON GA. 39 FROM THE STATION FOR 0.55 MILE TO THE
 BE3500'AZIMUTH MARK ON THE LEFT.
 BE3500'
 BE3500'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3500'OF TRANSPORTATION, STAMPED 125-205.  THE SURFACE DISK IS SET IN THE
 BE3500'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3500'THE GROUND.  IT IS 3.1 FEET NORTH OF A WITNESS POST, 45.9 FEET
 BE3500'EAST OF THE CENTERLINE OF THE ROAD, 5.9 FEET WEST OF A FENCE.
 BE3500'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.50
 BE3500'FEET BELOW THE SURFACE DISK.
 BE3500'
 BE3500'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3500'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3500'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3500'GROUND.  IT IS 30.3 FEET EAST OF THE CENTERLINE OF GA. 39, 28.4
 BE3500'FEET NORTH OF THE CENTERLINE OF GA. 253, 39.6 FEET NORTHEAST OF
 BE3500'THE POINT OF INTERSECTION OF THE PAVED ROADS.
 BE3500'
 BE3500'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3498 ***********************************************************************
 BE3498  DESIGNATION -  BV 125 206
 BE3498  PID         -  BE3498
 BE3498  STATE/COUNTY-  GA/SEMINOLE
 BE3498  USGS QUAD   -  REYNOLDSVILLE (1993)
 BE3498
 BE3498                         *CURRENT SURVEY CONTROL
 BE3498  ___________________________________________________________________
 BE3498* NAD 83(1994)-  30 49 18.55581(N)    084 49 35.11131(W)     ADJUSTED  
 BE3498* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 BE3498  ___________________________________________________________________
 BE3498  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 BE3498  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BE3498
 BE3498  HORZ ORDER  -  SECOND
 BE3498
 BE3498.The horizontal coordinates were established by classical geodetic methods
 BE3498.and adjusted by the National Geodetic Survey in September 1997..
 BE3498
 BE3498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3498
 BE3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3498
 BE3498.The geoid height was determined by GEOID03.
 BE3498
 BE3498;                    North         East     Units Scale Factor Converg.
 BE3498;SPC GA W     -    91,283.690   636,879.556   MT  0.99994913   -0 20 17.0
 BE3498;SPC GA W     -   299,486.57  2,089,495.68   sFT  0.99994913   -0 20 17.0
 BE3498;UTM  16      - 3,411,876.736   707,911.819   MT  1.00013326   +1 06 50.7
 BE3498
 BE3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3498!SPC GA W     -   0.99999992  x   0.99994913  =   0.99994905
 BE3498!UTM  16      -   0.99999992  x   1.00013326  =   1.00013318
 BE3498
 BE3498:                Primary Azimuth Mark                     Grid Az
 BE3498:SPC GA W     -  BV 125 206 AZ MK                         272 59 02.2
 BE3498:UTM  16      -  BV 125 206 AZ MK                         271 31 54.5
 BE3498
 BE3498|---------------------------------------------------------------------|
 BE3498| PID    Reference Object                     Distance      Geod. Az  |
 BE3498|                                                           dddmmss.s |
 BE3498| CW1935 BV 125 206 AZ MK                                   2723845.2 |
 BE3498| BE3497 BV 125 206 GADT 1973 PTA             12.266 METERS 30828     |
 BE3498|---------------------------------------------------------------------|
 BE3498
 BE3498                          SUPERSEDED SURVEY CONTROL
 BE3498
 BE3498  NAD 83(1994)-  30 49 18.56090(N)    084 49 35.11736(W) AD(       ) 2
 BE3498  NAD 83(1986)-  30 49 18.56264(N)    084 49 35.11706(W) AD(       ) 2
 BE3498  NAD 27      -  30 49 17.88188(N)    084 49 35.39724(W) AD(       ) 2
 BE3498  NGVD 29 (07/19/86)   28.7    (m)           94.     (f) VERT ANG       
 BE3498
 BE3498.Superseded values are not recommended for survey control.
 BE3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3498.See file dsdata.txt to determine how the superseded data were derived.
 BE3498
 BE3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0791211877(NAD 83)
 BE3498_MARKER: DD = SURVEY DISK
 BE3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3498
 BE3498  HISTORY     - Date     Condition        Report By
 BE3498  HISTORY     - 1973     MONUMENTED       GADT
 BE3498
 BE3498                          STATION DESCRIPTION
 BE3498
 BE3498'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3498'THE STATION IS ABOUT 15.2 MILES SOUTH AND 3.2 MILES EAST OF
 BE3498'DONALSONVILLE, 10.8 MILES SOUTH AND 5.1 MILES WEST OF BRINSON,
 BE3498'6.1 MILES SOUTH AND 15.1 MILES WEST OF BAINBRIDGE.
 BE3498'
 BE3498'TO REACH THE STATION FROM THE INTERSECTION OF GA. 374 AND DIRT
 BE3498'COUNTY ROAD NO. 91976 IN DESSER PROCEED SOUTH ON GA. 374 FOR 4.7
 BE3498'MILES TO GA. 253, TURN LEFT AND PROCEED EAST ON GA. 253 FOR 1.4
 BE3498'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BE3498'PROCEED WEST ON GA. 253 FROM THE STATION FOR 0.5 MILE TO THE
 BE3498'AZIMUTH MARK ON THE RIGHT.
 BE3498'
 BE3498'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3498'OF TRANSPORTATION, STAMPED 125-206.  THE SURFACE DISK IS SET IN
 BE3498'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3498'WITH THE GROUND.  IT IS 2.5 FEET EAST OF A WITNESS POST, 7.7 FEET
 BE3498'NORTH OF A FENCE, 41.3 FEET SOUTH OF THE CENTERLINE OF GA. 253.
 BE3498'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.25
 BE3498'FEET BELOW THE SURFACE DISK.
 BE3498'
 BE3498'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3498'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3498'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BE3498'86.0 FEET NORTH OF A FENCE, 34.6 FEET NORTH OF THE CENTERLINE OF
 BE3498'THE PAVED ROAD, 17.0 FEET SOUTH OF A FENCE.
 BE3498'
 BE3498'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3488 ***********************************************************************
 BE3488  DESIGNATION -  BV 125 207
 BE3488  PID         -  BE3488
 BE3488  STATE/COUNTY-  GA/SEMINOLE
 BE3488  USGS QUAD   -  DESSER (1993)
 BE3488
 BE3488                         *CURRENT SURVEY CONTROL
 BE3488  ___________________________________________________________________
 BE3488* NAD 83(1994)-  30 56 44.07550(N)    084 45 57.86019(W)     ADJUSTED  
 BE3488* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 BE3488  ___________________________________________________________________
 BE3488  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BE3488  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BE3488
 BE3488  HORZ ORDER  -  SECOND
 BE3488
 BE3488.The horizontal coordinates were established by classical geodetic methods
 BE3488.and adjusted by the National Geodetic Survey in September 1997..
 BE3488
 BE3488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3488
 BE3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3488
 BE3488.The geoid height was determined by GEOID03.
 BE3488
 BE3488;                    North         East     Units Scale Factor Converg.
 BE3488;SPC GA W     -   104,970.624   642,726.956   MT  0.99994045   -0 18 29.7
 BE3488;SPC GA W     -   344,391.12  2,108,680.02   sFT  0.99994045   -0 18 29.7
 BE3488;UTM  16      - 3,425,710.515   713,410.968   MT  1.00016183   +1 08 57.0
 BE3488
 BE3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3488!SPC GA W     -   0.99999873  x   0.99994045  =   0.99993918
 BE3488!UTM  16      -   0.99999873  x   1.00016183  =   1.00016056
 BE3488
 BE3488:                Primary Azimuth Mark                     Grid Az
 BE3488:SPC GA W     -  BV 125 207 AZ MK                         006 18 43.6
 BE3488:UTM  16      -  BV 125 207 AZ MK                         004 51 16.9
 BE3488
 BE3488|---------------------------------------------------------------------|
 BE3488| PID    Reference Object                     Distance      Geod. Az  |
 BE3488|                                                           dddmmss.s |
 BE3488| CW1936 BV 125 207 AZ MK                                   0060013.9 |
 BE3488| BE3487 BV 125 207 GADT 1973 PTA             10.582 METERS 35402     |
 BE3488|---------------------------------------------------------------------|
 BE3488
 BE3488                          SUPERSEDED SURVEY CONTROL
 BE3488
 BE3488  NAD 83(1994)-  30 56 44.08093(N)    084 45 57.86714(W) AD(       ) 2
 BE3488  NAD 83(1986)-  30 56 44.08292(N)    084 45 57.86625(W) AD(       ) 2
 BE3488  NAD 27      -  30 56 43.40815(N)    084 45 58.15409(W) AD(       ) 2
 BE3488  NGVD 29 (07/19/86)   36.0    (m)          118.     (f) VERT ANG       
 BE3488
 BE3488.Superseded values are not recommended for survey control.
 BE3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3488.See file dsdata.txt to determine how the superseded data were derived.
 BE3488
 BE3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1341125711(NAD 83)
 BE3488_MARKER: DD = SURVEY DISK
 BE3488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3488
 BE3488  HISTORY     - Date     Condition        Report By
 BE3488  HISTORY     - 1973     MONUMENTED       GADT
 BE3488
 BE3488                          STATION DESCRIPTION
 BE3488
 BE3488'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3488'THE STATION IS ABOUT 3.8 MILES SOUTH AND 5.1 MILES EAST OF
 BE3488'DONALSONVILLE, 2.1 MILES SOUTH AND 1.4 MILE WEST OF BRINSON,
 BE3488'2.3 MILES NORTH AND 11.3 MILES WEST OF BAINBRIDGE.
 BE3488'
 BE3488'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3488'GA. 285 IN BRINSON PROCEED WEST ON GA. 285 FOR 0.85 MILE TO
 BE3488'PAVED COUNTY ROAD NO. 12, TURN LEFT AND PROCEED SOUTH ON PAVED
 BE3488'COUNTY ROAD NO. 12 FOR 2.25 MILES TO THE STATION ON THE
 BE3488'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY
 BE3488'ROAD NO. 12 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK
 BE3488'ON THE RIGHT.
 BE3488'
 BE3488'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3488'OF TRANSPORTATION, STAMPED 125-207.  THE SURFACE DISK IS SET IN
 BE3488'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BE3488'FLUSH WITH THE GROUND.  IT IS 5.0 FEET EAST OF A FENCE, 45.0 FEET
 BE3488'WEST OF THE CENTERLINE OF THE PAVED ROAD, 3.7 FEET NORTH OF A
 BE3488'WITNESS PORT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3488'OF CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BE3488'
 BE3488'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3488'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3488'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3488'GROUND.  IT IS 98.0 FEET EAST OF A FENCE, 50.0 FEET EAST OF
 BE3488'THE CENTERLINE OF THE PAVED ROAD, 2.0 FEET WEST OF A FENCE.
 BE3488'
 BE3488'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3483 ***********************************************************************
 BE3483  DESIGNATION -  BV 125 208 GADT 1973
 BE3483  PID         -  BE3483
 BE3483  STATE/COUNTY-  GA/SEMINOLE
 BE3483  USGS QUAD   -  DESSER (1993)
 BE3483
 BE3483                         *CURRENT SURVEY CONTROL
 BE3483  ___________________________________________________________________
 BE3483* NAD 83(1994)-  30 59 49.45541(N)    084 46 31.37863(W)     ADJUSTED  
 BE3483* NAVD 88     -        43.6    (meters)     143.     (feet)  VERTCON   
 BE3483  ___________________________________________________________________
 BE3483  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BE3483  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE3483
 BE3483  HORZ ORDER  -  SECOND
 BE3483
 BE3483.The horizontal coordinates were established by classical geodetic methods
 BE3483.and adjusted by the National Geodetic Survey in September 1997..
 BE3483
 BE3483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3483
 BE3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3483
 BE3483.The geoid height was determined by GEOID03.
 BE3483
 BE3483;                    North         East     Units Scale Factor Converg.
 BE3483;SPC GA W     -   110,684.162   641,868.519   MT  0.99994167   -0 18 48.6
 BE3483;SPC GA W     -   363,136.29  2,105,863.63   sFT  0.99994167   -0 18 48.6
 BE3483;UTM  16      - 3,431,401.594   712,407.165   MT  1.00015655   +1 08 45.9
 BE3483
 BE3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3483!SPC GA W     -   0.99999752  x   0.99994167  =   0.99993919
 BE3483!UTM  16      -   0.99999752  x   1.00015655  =   1.00015407
 BE3483
 BE3483:                Primary Azimuth Mark                     Grid Az
 BE3483:SPC GA W     -  BV 125 203                               116 48 29.9
 BE3483:UTM  16      -  BV 125 203                               115 20 55.4
 BE3483
 BE3483|---------------------------------------------------------------------|
 BE3483| PID    Reference Object                     Distance      Geod. Az  |
 BE3483|                                                           dddmmss.s |
 BE3483| BE3480 BV 125 203                          APPROX. 0.8 KM 1162941.3 |
 BE3483| BT1936 DONALSONVILLE LOT                   APPROX. 8.0 KM 2971617.9 |
 BE3483|---------------------------------------------------------------------|
 BE3483
 BE3483                          SUPERSEDED SURVEY CONTROL
 BE3483
 BE3483  NAD 83(1994)-  30 59 49.46056(N)    084 46 31.38656(W) AD(       ) 2
 BE3483  NAD 83(1986)-  30 59 49.46278(N)    084 46 31.38498(W) AD(       ) 2
 BE3483  NAD 27      -  30 59 48.79274(N)    084 46 31.66998(W) AD(       ) 2
 BE3483  NGVD 29 (07/19/86)   43.7    (m)          143.     (f) VERT ANG       
 BE3483
 BE3483.Superseded values are not recommended for survey control.
 BE3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3483.See file dsdata.txt to determine how the superseded data were derived.
 BE3483
 BE3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1240731402(NAD 83)
 BE3483_MARKER: DD = SURVEY DISK
 BE3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3483+STABILITY: SURFACE MOTION
 BE3483
 BE3483  HISTORY     - Date     Condition        Report By
 BE3483  HISTORY     - 1973     MONUMENTED       GADT
 BE3483
 BE3483                          STATION DESCRIPTION
 BE3483
 BE3483'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3483'THE STATION IS ABOUT 3.0 MILES SOUTH AND 6.3 MILES EAST OF
 BE3483'DONALSONVILLE, 1.3 MILE NORTH AND 2.1 MILES WEST OF BRINSON,
 BE3483'7.6 MILES SOUTH AND 5.1 MILES WEST OF BOYKIN.
 BE3483'
 BE3483'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BE3483'GA. 45 IN IRON CITY PROCEED EAST ON U.S. 84 FOR 2.5 MILES TO THE
 BE3483'STATION ON THE RIGHT.
 BE3483'
 BE3483'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BE3483'TRANSPORTATION, STAMPED 125-208.  THE SURFACE DISK IS SET IN THE TOP
 BE3483'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3483'GROUND.  IT IS 4.9 FEET NORTHEAST OF A FENCE, 3.6 FEET SOUTHEAST
 BE3483'OF A WITNESS POST, 11.0 FEET NORTHWEST OF A TELEPHONE PEDESTAL,
 BE3483'45.0 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 84.  THE
 BE3483'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BE3483'1.60 FEET BELOW THE SURFACE DISK.
 BE3483'
 BE3483'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1933 ***********************************************************************
 BT1933  DESIGNATION -  BV 125 209 GADT 1973
 BT1933  PID         -  BT1933
 BT1933  STATE/COUNTY-  GA/SEMINOLE
 BT1933  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT1933
 BT1933                         *CURRENT SURVEY CONTROL
 BT1933  ___________________________________________________________________
 BT1933* NAD 83(1994)-  31 00 11.15052(N)    084 47 19.73442(W)     ADJUSTED  
 BT1933* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 BT1933  ___________________________________________________________________
 BT1933  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BT1933  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BT1933
 BT1933  HORZ ORDER  -  SECOND
 BT1933
 BT1933.The horizontal coordinates were established by classical geodetic methods
 BT1933.and adjusted by the National Geodetic Survey in September 1997..
 BT1933
 BT1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1933
 BT1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1933
 BT1933.The geoid height was determined by GEOID03.
 BT1933
 BT1933;                    North         East     Units Scale Factor Converg.
 BT1933;SPC GA W     -   111,359.356   640,589.481   MT  0.99994352   -0 19 13.7
 BT1933;SPC GA W     -   365,351.49  2,101,667.32   sFT  0.99994352   -0 19 13.7
 BT1933;UTM  16      - 3,432,044.122   711,111.069   MT  1.00014978   +1 08 21.7
 BT1933
 BT1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1933!SPC GA W     -   0.99999777  x   0.99994352  =   0.99994129
 BT1933!UTM  16      -   0.99999777  x   1.00014978  =   1.00014755
 BT1933
 BT1933:                Primary Azimuth Mark                     Grid Az
 BT1933:SPC GA W     -  BV 125 208 GADT 1973                     117 49 45.3
 BT1933:UTM  16      -  BV 125 208 GADT 1973                     116 22 09.9
 BT1933
 BT1933|---------------------------------------------------------------------|
 BT1933| PID    Reference Object                     Distance      Geod. Az  |
 BT1933|                                                           dddmmss.s |
 BT1933| BE3483 BV 125 208 GADT 1973                APPROX. 1.4 KM 1173031.6 |
 BT1933| BT1936 DONALSONVILLE LOT                   APPROX. 6.6 KM 2971240.4 |
 BT1933|---------------------------------------------------------------------|
 BT1933
 BT1933                          SUPERSEDED SURVEY CONTROL
 BT1933
 BT1933  NAD 83(1994)-  31 00 11.15539(N)    084 47 19.74241(W) AD(       ) 2
 BT1933  NAD 83(1986)-  31 00 11.15785(N)    084 47 19.74080(W) AD(       ) 2
 BT1933  NAD 27      -  31 00 10.48820(N)    084 47 20.02386(W) AD(       ) 2
 BT1933  NGVD 29 (07/19/86)   42.1    (m)          138.     (f) VERT ANG       
 BT1933
 BT1933.Superseded values are not recommended for survey control.
 BT1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1933.See file dsdata.txt to determine how the superseded data were derived.
 BT1933
 BT1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV1111132044(NAD 83)
 BT1933_MARKER: DD = SURVEY DISK
 BT1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1933+STABILITY: SURFACE MOTION
 BT1933
 BT1933  HISTORY     - Date     Condition        Report By
 BT1933  HISTORY     - 1973     MONUMENTED       GADT
 BT1933
 BT1933                          STATION DESCRIPTION
 BT1933
 BT1933'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1933'THE STATION IS ABOUT 0.6 MILE SOUTH AND 1.5 MILE EAST OF IRON
 BT1933'CITY, 1.7 MILE NORTH AND 3.0 MILES WEST OF BRINSON, 7.0 MILES
 BT1933'SOUTH AND 6.0 MILES WEST OF BOYKIN.
 BT1933'
 BT1933'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BT1933'GA. 45 IN IRON CITY PROCEED EAST ON U.S. 84 FOR 1.5 MILE TO THE
 BT1933'STATION ON THE LEFT.
 BT1933'
 BT1933'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1933'OF TRANSPORTATION, STAMPED 125-209.  THE SURFACE DISK IS SET IN THE
 BT1933'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1933'THE GROUND.  IT IS 50.2 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 BT1933'84, 2.2 FEET NORTHWEST OF A WITNESS POST, 89.8 FEET SOUTHWEST
 BT1933'OF THE CENTERLINE OF A RAILROAD.  THE UNDERGROUND DISK IS SET
 BT1933'IN AN IRREGULAR MASS OF CONCRETE 1.50 FEET BELOW THE SURFACE
 BT1933'DISK.
 BT1933'
 BT1933'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1934 ***********************************************************************
 BT1934  DESIGNATION -  BV 125 210 GADT 1973
 BT1934  PID         -  BT1934
 BT1934  STATE/COUNTY-  GA/SEMINOLE
 BT1934  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT1934
 BT1934                         *CURRENT SURVEY CONTROL
 BT1934  ___________________________________________________________________
 BT1934* NAD 83(1994)-  31 00 46.40713(N)    084 48 38.62446(W)     ADJUSTED  
 BT1934* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 BT1934  ___________________________________________________________________
 BT1934  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BT1934  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BT1934
 BT1934  HORZ ORDER  -  SECOND
 BT1934
 BT1934.The horizontal coordinates were established by classical geodetic methods
 BT1934.and adjusted by the National Geodetic Survey in September 1997..
 BT1934
 BT1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1934
 BT1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1934
 BT1934.The geoid height was determined by GEOID03.
 BT1934
 BT1934;                    North         East     Units Scale Factor Converg.
 BT1934;SPC GA W     -   112,456.993   638,503.114   MT  0.99994663   -0 19 54.7
 BT1934;SPC GA W     -   368,952.65  2,094,822.30   sFT  0.99994663   -0 19 54.7
 BT1934;UTM  16      - 3,433,088.450   708,996.991   MT  1.00013882   +1 07 42.2
 BT1934
 BT1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1934!SPC GA W     -   0.99999731  x   0.99994663  =   0.99994394
 BT1934!UTM  16      -   0.99999731  x   1.00013882  =   1.00013613
 BT1934
 BT1934:                Primary Azimuth Mark                     Grid Az
 BT1934:SPC GA W     -  BV 125 209 GADT 1973                     117 44 56.0
 BT1934:UTM  16      -  BV 125 209 GADT 1973                     116 17 19.1
 BT1934
 BT1934|---------------------------------------------------------------------|
 BT1934| PID    Reference Object                     Distance      Geod. Az  |
 BT1934|                                                           dddmmss.s |
 BT1934| BT1933 BV 125 209 GADT 1973                APPROX. 2.4 KM 1172501.3 |
 BT1934|---------------------------------------------------------------------|
 BT1934
 BT1934                          SUPERSEDED SURVEY CONTROL
 BT1934
 BT1934  NAD 83(1994)-  31 00 46.41157(N)    084 48 38.63261(W) AD(       ) 2
 BT1934  NAD 83(1986)-  31 00 46.41436(N)    084 48 38.63089(W) AD(       ) 2
 BT1934  NAD 27      -  31 00 45.74555(N)    084 48 38.91120(W) AD(       ) 2
 BT1934  NGVD 29 (07/19/86)   45.0    (m)          148.     (f) VERT ANG       
 BT1934
 BT1934.Superseded values are not recommended for survey control.
 BT1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1934.See file dsdata.txt to determine how the superseded data were derived.
 BT1934
 BT1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0899733088(NAD 83)
 BT1934_MARKER: DD = SURVEY DISK
 BT1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1934+STABILITY: SURFACE MOTION
 BT1934
 BT1934  HISTORY     - Date     Condition        Report By
 BT1934  HISTORY     - 1973     MONUMENTED       GADT
 BT1934
 BT1934                          STATION DESCRIPTION
 BT1934
 BT1934'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1934'THE STATION IS ABOUT 1.5 MILE SOUTH AND 4.2 MILES EAST OF
 BT1934'DONALSONVILLE, 0.2 MILE EAST OF IRON CITY, 11.0 MILES SOUTH AND
 BT1934'4.3 MILES WEST OF COLQUITT.
 BT1934'
 BT1934'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BT1934'GA. 45 IN IRON CITY PROCEED EAST ON U.S. 84 FOR 0.25 MILE TO THE
 BT1934'STATION ON THE LEFT.
 BT1934'
 BT1934'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1934'OF TRANSPORTATION, STAMPED 125-210.  THE SURFACE DISK IS SET IN
 BT1934'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1934'WITH THE GROUND.  IT IS 35.0 FEET NORTHEAST OF THE CENTERLINE
 BT1934'OF A RAILROAD, 3.0 FEET SOUTHEAST OF A WITNESS POST, 25.0 FEET
 BT1934'SOUTHWEST OF THE CENTERLINE OF A ROAD.  THE UNDERGROUND DISK IS
 BT1934'SET IN AN IRREGULAR MASS OF CONCRETE 1.55 FEET BELOW THE
 BT1934'SURFACE DISK.
 BT1934'
 BT1934'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1937 ***********************************************************************
 BT1937  DESIGNATION -  BV 125 211 GADT 1973
 BT1937  PID         -  BT1937
 BT1937  STATE/COUNTY-  GA/SEMINOLE
 BT1937  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT1937
 BT1937                         *CURRENT SURVEY CONTROL
 BT1937  ___________________________________________________________________
 BT1937* NAD 83(1994)-  31 01 13.45066(N)    084 49 42.97527(W)     ADJUSTED  
 BT1937* NAVD 88     -        44.6    (meters)     146.     (feet)  VERTCON   
 BT1937  ___________________________________________________________________
 BT1937  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 BT1937  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BT1937
 BT1937  HORZ ORDER  -  SECOND
 BT1937
 BT1937.The horizontal coordinates were established by classical geodetic methods
 BT1937.and adjusted by the National Geodetic Survey in September 1997..
 BT1937
 BT1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1937
 BT1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1937
 BT1937.The geoid height was determined by GEOID03.
 BT1937
 BT1937;                    North         East     Units Scale Factor Converg.
 BT1937;SPC GA W     -   113,299.822   636,801.260   MT  0.99994925   -0 20 28.1
 BT1937;SPC GA W     -   371,717.83  2,089,238.80   sFT  0.99994925   -0 20 28.1
 BT1937;UTM  16      - 3,433,887.782   707,273.888   MT  1.00012997   +1 07 09.9
 BT1937
 BT1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1937!SPC GA W     -   0.99999736  x   0.99994925  =   0.99994661
 BT1937!UTM  16      -   0.99999736  x   1.00012997  =   1.00012733
 BT1937
 BT1937:                Primary Azimuth Mark                     Grid Az
 BT1937:SPC GA W     -  BV 125 210 GADT 1973                     116 20 47.7
 BT1937:UTM  16      -  BV 125 210 GADT 1973                     114 53 09.7
 BT1937
 BT1937|---------------------------------------------------------------------|
 BT1937| PID    Reference Object                     Distance      Geod. Az  |
 BT1937|                                                           dddmmss.s |
 BT1937| BT1934 BV 125 210 GADT 1973                APPROX. 1.9 KM 1160019.6 |
 BT1937|---------------------------------------------------------------------|
 BT1937
 BT1937                          SUPERSEDED SURVEY CONTROL
 BT1937
 BT1937  NAD 83(1994)-  31 01 13.45477(N)    084 49 42.98350(W) AD(       ) 2
 BT1937  NAD 83(1986)-  31 01 13.45783(N)    084 49 42.98173(W) AD(       ) 2
 BT1937  NAD 27      -  31 01 12.78971(N)    084 49 43.25962(W) AD(       ) 2
 BT1937  NGVD 29 (07/19/86)   44.7    (m)          147.     (f) VERT ANG       
 BT1937
 BT1937.Superseded values are not recommended for survey control.
 BT1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1937.See file dsdata.txt to determine how the superseded data were derived.
 BT1937
 BT1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0727433888(NAD 83)
 BT1937_MARKER: DD = SURVEY DISK
 BT1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1937+STABILITY: SURFACE MOTION
 BT1937
 BT1937  HISTORY     - Date     Condition        Report By
 BT1937  HISTORY     - 1973     MONUMENTED       GADT
 BT1937
 BT1937                          STATION DESCRIPTION
 BT1937
 BT1937'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1937'THE STATION IS ABOUT 1.0 MILE SOUTH AND 3.1 MILES EAST OF
 BT1937'DONALSONVILLE, 0.4 MILE NORTH AND 0.9 MILE WEST OF IRON CITY,
 BT1937'9.9 MILES SOUTH AND 5.5 MILES WEST OF COLQUITT.
 BT1937'
 BT1937'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BT1937'GA. 45 IN IRON CITY, PROCEED WEST ON U.S. 84 FOR 1.05 MILE TO
 BT1937'PAVED COUNTY ROAD NO. 24, TURN RIGHT AND PROCEED NORTH ON PAVED
 BT1937'COUNTY ROAD NO. 24 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BT1937'
 BT1937'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1937'OF TRANSPORTATION, STAMPED 125-211.  THE SURFACE DISK IS SET IN
 BT1937'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1937'WITH THE GROUND.  IT IS 106.0 FEET NORTH OF THE CENTERLINE OF
 BT1937'U.S. 84, 3.9 FEET EAST OF A WITNESS POST, 21.0 FEET SOUTH OF THE
 BT1937'CENTERLINE OF A RAILROAD.  THE UNDERGROUND DISK IS SET IN AN
 BT1937'IRREGULAR MASS OF CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BT1937'
 BT1937'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1935 ***********************************************************************
 BT1935  DESIGNATION -  BV 125 212 GADT 1973
 BT1935  PID         -  BT1935
 BT1935  STATE/COUNTY-  GA/SEMINOLE
 BT1935  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT1935
 BT1935                         *CURRENT SURVEY CONTROL
 BT1935  ___________________________________________________________________
 BT1935* NAD 83(1994)-  31 01 50.82010(N)    084 49 54.65122(W)     ADJUSTED  
 BT1935* NAVD 88     -        53.7    (meters)     176.     (feet)  VERTCON   
 BT1935  ___________________________________________________________________
 BT1935  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 BT1935  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BT1935
 BT1935  HORZ ORDER  -  SECOND
 BT1935
 BT1935.The horizontal coordinates were established by classical geodetic methods
 BT1935.and adjusted by the National Geodetic Survey in September 1997..
 BT1935
 BT1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1935
 BT1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1935
 BT1935.The geoid height was determined by GEOID03.
 BT1935
 BT1935;                    North         East     Units Scale Factor Converg.
 BT1935;SPC GA W     -   114,452.466   636,498.483   MT  0.99994972   -0 20 34.5
 BT1935;SPC GA W     -   375,499.47  2,088,245.44   sFT  0.99994972   -0 20 34.5
 BT1935;UTM  16      - 3,435,032.538   706,941.766   MT  1.00012828   +1 07 05.1
 BT1935
 BT1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1935!SPC GA W     -   0.99999593  x   0.99994972  =   0.99994565
 BT1935!UTM  16      -   0.99999593  x   1.00012828  =   1.00012421
 BT1935
 BT1935:                Primary Azimuth Mark                     Grid Az
 BT1935:SPC GA W     -  BV 125 211 GADT 1973                     165 16 55.5
 BT1935:UTM  16      -  BV 125 211 GADT 1973                     163 49 15.9
 BT1935
 BT1935|---------------------------------------------------------------------|
 BT1935| PID    Reference Object                     Distance      Geod. Az  |
 BT1935|                                                           dddmmss.s |
 BT1935| BT1937 BV 125 211 GADT 1973                APPROX. 1.2 KM 1645621.0 |
 BT1935| BT1936 DONALSONVILLE LOT                   APPROX. 1.8 KM 2681427.6 |
 BT1935| BT1938 DONALSONVILLE S MUN TANK            APPROX. 4.1 KM 2763546.8 |
 BT1935|---------------------------------------------------------------------|
 BT1935
 BT1935                          SUPERSEDED SURVEY CONTROL
 BT1935
 BT1935  NAD 83(1994)-  31 01 50.82406(N)    084 49 54.65965(W) AD(       ) 2
 BT1935  NAD 83(1986)-  31 01 50.82725(N)    084 49 54.65774(W) AD(       ) 2
 BT1935  NAD 27      -  31 01 50.15979(N)    084 49 54.93494(W) AD(       ) 2
 BT1935  NGVD 29 (07/19/86)   53.8    (m)          177.     (f) VERT ANG       
 BT1935
 BT1935.Superseded values are not recommended for survey control.
 BT1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1935.See file dsdata.txt to determine how the superseded data were derived.
 BT1935
 BT1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0694235033(NAD 83)
 BT1935_MARKER: DD = SURVEY DISK
 BT1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1935+STABILITY: SURFACE MOTION
 BT1935
 BT1935  HISTORY     - Date     Condition        Report By
 BT1935  HISTORY     - 1973     MONUMENTED       GADT
 BT1935
 BT1935                          STATION DESCRIPTION
 BT1935
 BT1935'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1935'THE STATION IS ABOUT 0.3 MILE SOUTH AND 2.9 MILES EAST OF
 BT1935'DONALSONVILLE, 3.6 MILES NORTH AND 5.4 MILES WEST OF BRINSON,
 BT1935'9.9 MILES SOUTH AND 5.6 MILES WEST OF COLQUITT.
 BT1935'
 BT1935'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BT1935'GA. 45 IN IRON CITY PROCEED WEST ON U.S. 84 FOR 1.05 MILES TO
 BT1935'PAVED COUNTY ROAD NO. 24, TURN RIGHT AND PROCEED NORTH ON PAVED
 BT1935'COUNTY ROAD NO. 24 FOR 0.7 MILE TO PAVED COUNTY ROAD NO. TURN
 BT1935'RIGHT AND PROCEED EAST ON PAVED COUNTY ROAD NO. FOR 0.15 MILE TO
 BT1935'THE STATION ON THE LEFT.
 BT1935'
 BT1935'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1935'OF TRANSPORTATION, STAMPED 125-212.  THE SURFACE DISK IS SET IN
 BT1935'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1935'WITH THE GROUND.  IT IS 40.6 FEET NORTH OF THE CENTERLINE OF
 BT1935'A PAVED ROAD, 4.6 FEET EAST OF A WITNESS POST, 3.2 FEET SOUTH OF
 BT1935'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1935'CONCRETE 1.60 FEET BELOW THE SURFACE DISK.
 BT1935'
 BT1935'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1942 ***********************************************************************
 BT1942  DESIGNATION -  BV 125 213
 BT1942  PID         -  BT1942
 BT1942  STATE/COUNTY-  GA/SEMINOLE
 BT1942  USGS QUAD   -  DONALSONVILLE EAST (1974)
 BT1942
 BT1942                         *CURRENT SURVEY CONTROL
 BT1942  ___________________________________________________________________
 BT1942* NAD 83(1994)-  31 03 37.73937(N)    084 51 08.04811(W)     ADJUSTED  
 BT1942* NAVD 88     -        54.7    (meters)     179.     (feet)  VERTCON   
 BT1942  ___________________________________________________________________
 BT1942  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 BT1942  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BT1942
 BT1942  HORZ ORDER  -  SECOND
 BT1942
 BT1942.The horizontal coordinates were established by classical geodetic methods
 BT1942.and adjusted by the National Geodetic Survey in September 1997..
 BT1942
 BT1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1942
 BT1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1942
 BT1942.The geoid height was determined by GEOID03.
 BT1942
 BT1942;                    North         East     Units Scale Factor Converg.
 BT1942;SPC GA W     -   117,756.900   634,572.415   MT  0.99995279   -0 21 13.4
 BT1942;SPC GA W     -   386,340.76  2,081,926.33   sFT  0.99995279   -0 21 13.4
 BT1942;UTM  16      - 3,438,287.327   704,931.692   MT  1.00011806   +1 06 30.6
 BT1942
 BT1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1942!SPC GA W     -   0.99999577  x   0.99995279  =   0.99994856
 BT1942!UTM  16      -   0.99999577  x   1.00011806  =   1.00011383
 BT1942
 BT1942:                Primary Azimuth Mark                     Grid Az
 BT1942:SPC GA W     -  BV 125 213 AZ MK                         070 17 15.9
 BT1942:UTM  16      -  BV 125 213 AZ MK                         068 49 31.9
 BT1942
 BT1942|---------------------------------------------------------------------|
 BT1942| PID    Reference Object                     Distance      Geod. Az  |
 BT1942|                                                           dddmmss.s |
 BT1942| CY8583 BV 125 213 AZ MK                                   0695602.5 |
 BT1942| BT1940 BV 125 213 GADT 1973 PTA              7.718 METERS 33247     |
 BT1942|---------------------------------------------------------------------|
 BT1942
 BT1942                          SUPERSEDED SURVEY CONTROL
 BT1942
 BT1942  NAD 83(1994)-  31 03 37.74300(N)    084 51 08.05702(W) AD(       ) 2
 BT1942  NAD 83(1986)-  31 03 37.74647(N)    084 51 08.05481(W) AD(       ) 2
 BT1942  NAD 27      -  31 03 37.08218(N)    084 51 08.32807(W) AD(       ) 2
 BT1942  NGVD 29 (07/19/86)   54.8    (m)          180.     (f) VERT ANG       
 BT1942
 BT1942.Superseded values are not recommended for survey control.
 BT1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1942.See file dsdata.txt to determine how the superseded data were derived.
 BT1942
 BT1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0493238287(NAD 83)
 BT1942_MARKER: DD = SURVEY DISK
 BT1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1942
 BT1942  HISTORY     - Date     Condition        Report By
 BT1942  HISTORY     - 1973     MONUMENTED       GADT
 BT1942
 BT1942                          STATION DESCRIPTION
 BT1942
 BT1942'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1942'THE STATION IS ABOUT 1.8 MILE NORTH AND 1.8 MILE EAST OF
 BT1942'DONALSONVILLE, 5.7 MILES NORTH AND 6.5 MILES WEST OF BRINSON, 7.8
 BT1942'MILES SOUTH AND 7.0 MILES WEST OF COLQUITT.
 BT1942'
 BT1942'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 84 AND
 BT1942'GA. 91 IN DONALSONVILLE, PROCEED NORTH ON GA. 91 FOR 1.15 MILE
 BT1942'TO THE PAVED COUNTY ROAD NO. 91704, TURN RIGHT AND PROCEED EAST
 BT1942'ON PAVED COUNTY NO. 91704 FOR 1.65 MILE TO THE STATION ON THE
 BT1942'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED EAST ON PAVED COUNTY
 BT1942'ROAD NO. 91704 FROM THE STATION FOR 0.25 MILE TO THE AZIMUTH
 BT1942'MARK ON THE LEFT.
 BT1942'
 BT1942'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1942'OF TRANSPORTATION, STAMPED 125-213.  THE SURFACE DISK IS SET IN
 BT1942'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1942'WITH THE GROUND.  IT IS 2.6 FEET EAST OF A WITNESS POST, 5.3
 BT1942'FEET NORTH OF A FENCE, 41.0 FEET SOUTH OF THE CENTERLINE OF A
 BT1942'PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1942'CONCRETE 1.60 FEET BELOW THE SURFACE DISK.
 BT1942'
 BT1942'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1942'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1942'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1942'GROUND.  IT IS 25.0 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 BT1942'28.9 FEET SOUTH OF A FENCE, 57.0 FEET SOUTHWEST OF A FENCE
 BT1942'CORNER.
 BT1942'
 BT1942'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2923 ***********************************************************************
 DG2923  DESIGNATION -  BV 126 13 GADT 1974
 DG2923  PID         -  DG2923
 DG2923  STATE/COUNTY-  GA/SPAULDING
 DG2923  USGS QUAD   -  ORCHARD HILL (1982)
 DG2923
 DG2923                         *CURRENT SURVEY CONTROL
 DG2923  ___________________________________________________________________
 DG2923* NAD 83(1994)-  33 14 24.51424(N)    084 13 06.77708(W)     ADJUSTED  
 DG2923* NAVD 88     -       302.     (meters)     991.     (feet)  VERTCON   
 DG2923  ___________________________________________________________________
 DG2923  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DG2923  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DG2923
 DG2923  HORZ ORDER  -  SECOND
 DG2923
 DG2923.The horizontal coordinates were established by classical geodetic methods
 DG2923.and adjusted by the National Geodetic Survey in September 1997..
 DG2923.No horizontal observational check was made to the station.
 DG2923
 DG2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2923
 DG2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2923
 DG2923.The geoid height was determined by GEOID03.
 DG2923
 DG2923;                    North         East     Units Scale Factor Converg.
 DG2923;SPC GA W     -   359,233.344   695,165.072   MT  0.99990029   -0 01 42.4
 DG2923;SPC GA W     - 1,178,584.73  2,280,720.74   sFT  0.99990029   -0 01 42.4
 DG2923;UTM  16      - 3,681,359.587   759,166.313   MT  1.00042821   +1 31 31.8
 DG2923
 DG2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2923!SPC GA W     -   0.99995705  x   0.99990029  =   0.99985735
 DG2923!UTM  16      -   0.99995705  x   1.00042821  =   1.00038524
 DG2923
 DG2923                          SUPERSEDED SURVEY CONTROL
 DG2923
 DG2923  NAD 83(1986)-  33 14 24.52025(N)    084 13 06.77665(W) AD(       ) 2
 DG2923  NAD 27      -  33 14 24.08373(N)    084 13 07.07015(W) AD(       ) 2
 DG2923  NGVD 29 (07/19/86)  302.     (m)          991.     (f) VERT ANG       
 DG2923
 DG2923.Superseded values are not recommended for survey control.
 DG2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2923.See file dsdata.txt to determine how the superseded data were derived.
 DG2923
 DG2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5916681360(NAD 83)
 DG2923_MARKER: DD = SURVEY DISK
 DG2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2923+STABILITY: SURFACE MOTION
 DG2923
 DG2923  HISTORY     - Date     Condition        Report By
 DG2923  HISTORY     - 1974     MONUMENTED       GADT
 DG2923
 DG2923                          STATION DESCRIPTION
 DG2923
 DG2923'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (LHW)
 DG2923'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 DG2923'BARNESVILLE, 8 MILES SOUTH-SOUTHWEST OF LUELLA, 3 MILES EAST OF
 DG2923'GRIFFIN AND ON PROPERTY OWNED BY GEORGIA POWER COMPANY.
 DG2923'
 DG2923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 41 AND
 DG2923'19 BUSINESS AND STATE HIGHWAY 16 (HILL STREET) IN GRIFFIN, GO
 DG2923'NORTH ON HIGHWAY 16 FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND
 DG2923'GO EASTERLY ON SOLOMON STREET FOR 0.9 MILE TO A FORK JUST AFTER
 DG2923'CROSSING A RAILROAD TRACK.  TAKE THE RIGHT FORK AND GO EASTERLY
 DG2923'ON HIGH FALLS ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT.  TURN
 DG2923'RIGHT AND GO SOUTH AND EASTERLY ON A PAVED ROAD FOR 0.45 MILE TO A
 DG2923'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON BARROW ROAD FOR
 DG2923'0.05 MILE TO THE STATION ON THE LEFT.
 DG2923'
 DG2923'BV 126 13 (DOTSAM), IS A GEORGIA DEPARTMENT OF TRANSPORTATION
 DG2923'SURVEYS AND AERIAL MAPPING DISK STAMPED 126-13, SET IN THE TOP OF
 DG2923'A 4-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 DG2923'SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF A DRIVEWAY, 32 FEET
 DG2923'EAST OF THE CENTER OF THE ROAD, 22.5 FEET SOUTH OF A UTILITY POLE
 DG2923'AND 3 FEET WEST OF A METAL WITNESS POST.
 DG2923'
 DG2923'A TRAVERSE CONECTION WAS MADE TO TRIANGULATION STATION WISE 2,
 DG2923'THE DISTANCE BEING (130.60) FEET OR 49.866 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2859 ***********************************************************************
 DG2859  DESIGNATION -  BV 126 200
 DG2859  PID         -  DG2859
 DG2859  STATE/COUNTY-  GA/SPAULDING
 DG2859  USGS QUAD   -  LUELLA (1981)
 DG2859
 DG2859                         *CURRENT SURVEY CONTROL
 DG2859  ___________________________________________________________________
 DG2859* NAD 83(1994)-  33 16 40.54441(N)    084 13 58.46573(W)     ADJUSTED  
 DG2859* NAVD 88     -       261.     (meters)     856.     (feet)  VERTCON   
 DG2859  ___________________________________________________________________
 DG2859  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DG2859  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DG2859
 DG2859  HORZ ORDER  -  SECOND
 DG2859
 DG2859.The horizontal coordinates were established by classical geodetic methods
 DG2859.and adjusted by the National Geodetic Survey in September 1997..
 DG2859
 DG2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2859
 DG2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2859
 DG2859.The geoid height was determined by GEOID03.
 DG2859
 DG2859;                    North         East     Units Scale Factor Converg.
 DG2859;SPC GA W     -   363,424.510   693,829.712   MT  0.99990047   -0 02 10.8
 DG2859;SPC GA W     - 1,192,335.25  2,276,339.65   sFT  0.99990047   -0 02 10.8
 DG2859;UTM  16      - 3,685,515.153   757,716.974   MT  1.00041896   +1 31 08.9
 DG2859
 DG2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2859!SPC GA W     -   0.99996351  x   0.99990047  =   0.99986398
 DG2859!UTM  16      -   0.99996351  x   1.00041896  =   1.00038245
 DG2859
 DG2859:                Primary Azimuth Mark                     Grid Az
 DG2859:SPC GA W     -  GRIFFIN CABLE TV CO MAST                 194 53 40.4
 DG2859:UTM  16      -  GRIFFIN CABLE TV CO MAST                 193 20 20.7
 DG2859
 DG2859|---------------------------------------------------------------------|
 DG2859| PID    Reference Object                     Distance      Geod. Az  |
 DG2859|                                                           dddmmss.s |
 DG2859| DG2925 GRIFFIN CABLE TV CO MAST            APPROX. 3.8 KM 1945129.6 |
 DG2859| CY9723 BV 126 200 AZ MK                                   2123501.1 |
 DG2859| DG2937 GRIFFIN OAK HILL MUN TANK           APPROX. 4.2 KM 2133628.6 |
 DG2859| DG2860 BV 126 200 GADT 1974 PTA             16.364 METERS 32304     |
 DG2859|---------------------------------------------------------------------|
 DG2859
 DG2859                          SUPERSEDED SURVEY CONTROL
 DG2859
 DG2859  NAD 83(1986)-  33 16 40.55039(N)    084 13 58.46526(W) AD(       ) 2
 DG2859  NAD 27      -  33 16 40.11767(N)    084 13 58.75630(W) AD(       ) 2
 DG2859  NGVD 29 (07/19/86)  261.     (m)          856.     (f) VERT ANG       
 DG2859
 DG2859.Superseded values are not recommended for survey control.
 DG2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2859.See file dsdata.txt to determine how the superseded data were derived.
 DG2859
 DG2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5771785515(NAD 83)
 DG2859_MARKER: DD = SURVEY DISK
 DG2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2859
 DG2859  HISTORY     - Date     Condition        Report By
 DG2859  HISTORY     - 1974     MONUMENTED       GADT
 DG2859
 DG2859                          STATION DESCRIPTION
 DG2859
 DG2859'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2859'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF GRIFFIN,
 DG2859'6 MILES SOUTHWEST OF LUELLA, AND 8 MILES SOUTHEAST OF HAMPTON ON
 DG2859'THE PROPERTY OF THE CABIN CREEK GOLF CLUB.
 DG2859'
 DG2859'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 19
 DG2859'BUS AND 41 BUS (TAYLOR STREET) AND STATE ROUTE 16 (HILL STREET) IN
 DG2859'GRIFFIN, TRAVEL NORTH ALONG STATE ROUTE 16 (NORTH HILL STREET) FOR
 DG2859'0.3 MILE TO THE JUNCTION OF STATE ROUTE 16 (E. BROADWAY STREET) TO
 DG2859'THE RIGHT AT THE CENTRAL OF GEORGIA RAILWAY CROSSING.  TURN
 DG2859'RIGHT, TRAVELING EAST ALONG STATE ROUTE 16 FOR 0.45 MILE TO THE
 DG2859'JUNCTION OF NORTH SECOND STREET EXT TO THE LEFT.  TURN LEFT,
 DG2859'TRAVELING NORTH ON NORTH SECOND STREET EXT FOR 1.55 MILES TO THE
 DG2859'JUNCTION OF KENNEDY ROAD TO THE RIGHT.  CONTINUE TRAVELING
 DG2859'NORTH ON NORTH SECOND STREET EXT FOR 0.55 MILE TO THE
 DG2859'AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING NORTH FOR
 DG2859'0.5 MILE TO THE JUNCTION OF GOLF COURSE DRIVE TO THE RIGHT.
 DG2859'TURN RIGHT, TRAVELING EAST ALONG GOLF COURSE DRIVE FOR 0.05 MILE
 DG2859'TO THE STATION ON THE RIGHT.
 DG2859'
 DG2859'THE STATION IS A STANDARD BRASS DISK STAMPED 126-200, SET IN THE
 DG2859'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2859'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DG2859'126-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73
 DG2859'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 29 FEET
 DG2859'WEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF TWO
 DG2859'DRIVEWAYS, 86 FEET NORTHWEST OF THE NORTH CORNER OF A CLUB
 DG2859'HOUSE, 5 FEET NORTHEAST OF A POWER POLE, 4 FEET NORTHEAST OF
 DG2859'A WITNESS POST, AND 90 FEET EAST OF THE EAST CORNER OF A
 DG2859'UTILITY BUILDING.
 DG2859'
 DG2859'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 126-200 AZMK, SET IN
 DG2859'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2859'SURFACE OF THE GROUND.  IT IS LOCATED 20.5 FEET WEST OF THE
 DG2859'CENTERLINE OF NORTH SECOND STREET EXT., 121 FEET NORTH OF THE
 DG2859'POINT OF INTERSECTION OF THE CENTERLINES OF THE MAIN ROAD AND A
 DG2859'DRIVEWAY TO THE WEST, 41 FEET NORTH OF A POWER POLE, AND 2.5
 DG2859'FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2935 ***********************************************************************
 DG2935  DESIGNATION -  BV 126 201
 DG2935  PID         -  DG2935
 DG2935  STATE/COUNTY-  GA/SPAULDING
 DG2935  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG2935
 DG2935                         *CURRENT SURVEY CONTROL
 DG2935  ___________________________________________________________________
 DG2935* NAD 83(1994)-  33 13 34.75110(N)    084 16 47.75152(W)     ADJUSTED  
 DG2935* NAVD 88     -       290.     (meters)     951.     (feet)  VERTCON   
 DG2935  ___________________________________________________________________
 DG2935  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DG2935  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DG2935
 DG2935  HORZ ORDER  -  SECOND
 DG2935
 DG2935.The horizontal coordinates were established by classical geodetic methods
 DG2935.and adjusted by the National Geodetic Survey in September 1997..
 DG2935
 DG2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2935
 DG2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2935
 DG2935.The geoid height was determined by GEOID03.
 DG2935
 DG2935;                    North         East     Units Scale Factor Converg.
 DG2935;SPC GA W     -   357,704.914   689,443.246   MT  0.99990137   -0 03 43.4
 DG2935;SPC GA W     - 1,173,570.21  2,261,948.38   sFT  0.99990137   -0 03 43.4
 DG2935;UTM  16      - 3,679,675.729   753,485.137   MT  1.00039229   +1 29 28.5
 DG2935
 DG2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2935!SPC GA W     -   0.99995894  x   0.99990137  =   0.99986031
 DG2935!UTM  16      -   0.99995894  x   1.00039229  =   1.00035121
 DG2935
 DG2935:                Primary Azimuth Mark                     Grid Az
 DG2935:SPC GA W     -  BV 126 201 AZ MK                         001 37 51.2
 DG2935:UTM  16      -  BV 126 201 AZ MK                         000 04 39.3
 DG2935
 DG2935|---------------------------------------------------------------------|
 DG2935| PID    Reference Object                     Distance      Geod. Az  |
 DG2935|                                                           dddmmss.s |
 DG2935| CY9724 BV 126 201 AZ MK                                   0013407.8 |
 DG2935| DG2924 GRIFFIN RAD STA WKEU MAST           APPROX. 3.3 KM 0620843.7 |
 DG2935| DG2922 GRIFFIN TOWER INC RAD MAST          APPROX. 6.6 KM 0771316.4 |
 DG2935| DG2934 BV 126 201 GADT 1974 PTA             17.646 METERS 22200     |
 DG2935|---------------------------------------------------------------------|
 DG2935
 DG2935                          SUPERSEDED SURVEY CONTROL
 DG2935
 DG2935  NAD 83(1986)-  33 13 34.75716(N)    084 16 47.75101(W) AD(       ) 2
 DG2935  NAD 27      -  33 13 34.32012(N)    084 16 48.03856(W) AD(       ) 2
 DG2935  NGVD 29 (07/19/86)  290.     (m)          951.     (f) VERT ANG       
 DG2935
 DG2935.Superseded values are not recommended for survey control.
 DG2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2935.See file dsdata.txt to determine how the superseded data were derived.
 DG2935
 DG2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5348579676(NAD 83)
 DG2935_MARKER: DD = SURVEY DISK
 DG2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2935
 DG2935  HISTORY     - Date     Condition        Report By
 DG2935  HISTORY     - 1974     MONUMENTED       GADT
 DG2935
 DG2935                          STATION DESCRIPTION
 DG2935
 DG2935'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2935'THE STATION IS LOCATED IN THE SOUTH SECTION OF GRIFFIN ON CITY RIGHT
 DG2935'OF WAY.
 DG2935'
 DG2935'TO REACH THE STATION FROM THE JUNCTION OF HILL STREET AND TAYLOR
 DG2935'STREET, LOCATED IN THE DOWNTOWN BUSINESS DISTRICT OF GRIFFIN, GO
 DG2935'SOUTH ALONG SOUTH HILL STREET FOR 0.75 MILE TO THE JUNCTION OF
 DG2935'MILNER AVENUE CROSSING.  CONTINUE SOUTH ALONG SOUTH HILL STREET
 DG2935'FOR 1.15 MILES TO THE JUNCTION OF AIRPORT ROAD TO THE RIGHT.
 DG2935'TURN RIGHT, GOING WEST ALONG AIRPORT ROAD FOR 0.7 MILE TO ITS
 DG2935'TERMINATION AT THE JUNCTION OF EVEREE INN ROAD CROSSING.
 DG2935'TURN RIGHT, GOING NORTH ALONG EVEREE INN ROAD FOR 0.5 MILE TO
 DG2935'THE JUNCTION OF UNIFORM ROAD TO THE RIGHT.  TURN RIGHT,
 DG2935'GOING EAST ALONG UNIFORM ROAD FOR 0.15 MILE TO A SHARP TURN
 DG2935'TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG
 DG2935'UNIFORM ROAD, NOW GOING SOUTH, FOR 0.25 MILE TO THE STATION ON
 DG2935'THE RIGHT.
 DG2935'
 DG2935'THE STATION IS LOCATED 16 FEET WEST OF THE CENTERLINE OF THE
 DG2935'ROAD, 3.4 FEET EAST OF A WITNESS POST, 87.5 FEET NORTH OF A
 DG2935'POWER POLE, 77.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DG2935'A DROP INLET ON THE EAST SIDE OF THE ROAD, AND 93.0 FEET NORTHWEST
 DG2935'OF A POWER POLE ON THE EAST SIDE OF THE ROAD.  IT IS A STANDARD
 DG2935'BRASS DISK STAMPED 126-201, SET IN THE TOP OF A 10 INCH
 DG2935'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG2935'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 126-201, SET IN
 DG2935'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74 METER BELOW
 DG2935'THE GROUND SURFACE.
 DG2935'
 DG2935'THE AZIMUTH MARK IS LOCATED 15.4 FEET EAST-NORTHEAST OF THE
 DG2935'POINT OF INTERSECTION OF THE CENTERLINES OF UNIFORM ROAD AT THE
 DG2935'SHARP TURN, 49.0 FEET NORTHEAST OF A FIRE HYDRANT, 18.5 FEET NORTH
 DG2935'OF A POWER POLE, AND 4.0 FEET WEST OF A WITNESS POST.  IT IS A
 DG2935'STANDARD DISK STAMPED 126-201 AZMK, SET IN THE TOP OF A 10 INCH
 DG2935'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DG2935'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2987 ***********************************************************************
 DG2987  DESIGNATION -  BV 126 202
 DG2987  PID         -  DG2987
 DG2987  STATE/COUNTY-  GA/SPAULDING
 DG2987  USGS QUAD   -  GRIFFIN NORTH (1973)
 DG2987
 DG2987                         *CURRENT SURVEY CONTROL
 DG2987  ___________________________________________________________________
 DG2987* NAD 83(1994)-  33 16 25.77334(N)    084 17 25.05318(W)     ADJUSTED  
 DG2987* NAVD 88     -       296.     (meters)     971.     (feet)  VERTCON   
 DG2987  ___________________________________________________________________
 DG2987  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DG2987  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DG2987
 DG2987  HORZ ORDER  -  SECOND
 DG2987
 DG2987.The horizontal coordinates were established by classical geodetic methods
 DG2987.and adjusted by the National Geodetic Survey in September 1997..
 DG2987
 DG2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2987
 DG2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2987
 DG2987.The geoid height was determined by GEOID03.
 DG2987
 DG2987;                    North         East     Units Scale Factor Converg.
 DG2987;SPC GA W     -   362,974.345   688,483.732   MT  0.99990163   -0 04 04.2
 DG2987;SPC GA W     - 1,190,858.33  2,258,800.38   sFT  0.99990163   -0 04 04.2
 DG2987;UTM  16      - 3,684,919.749   752,382.510   MT  1.00038541   +1 29 14.8
 DG2987
 DG2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2987!SPC GA W     -   0.99995802  x   0.99990163  =   0.99985965
 DG2987!UTM  16      -   0.99995802  x   1.00038541  =   1.00034341
 DG2987
 DG2987|---------------------------------------------------------------------|
 DG2987| PID    Reference Object                     Distance      Geod. Az  |
 DG2987|                                                           dddmmss.s |
 DG2987| DG2985 BV 126 202 GADT 1974 PTA             18.228 METERS 17134     |
 DG2987| DG2932 ROVER                               APPROX. 8.7 KM 2121359.0 |
 DG2987| CY9725 BV 126 202 AZ MK                                   2864452.8 |
 DG2987|---------------------------------------------------------------------|
 DG2987
 DG2987                          SUPERSEDED SURVEY CONTROL
 DG2987
 DG2987  NAD 83(1986)-  33 16 25.77938(N)    084 17 25.05256(W) AD(       ) 2
 DG2987  NAD 27      -  33 16 25.34560(N)    084 17 25.34088(W) AD(       ) 2
 DG2987  NGVD 29 (07/19/86)  296.     (m)          971.     (f) VERT ANG       
 DG2987
 DG2987.Superseded values are not recommended for survey control.
 DG2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2987.See file dsdata.txt to determine how the superseded data were derived.
 DG2987
 DG2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5238384920(NAD 83)
 DG2987_MARKER: DD = SURVEY DISK
 DG2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2987
 DG2987  HISTORY     - Date     Condition        Report By
 DG2987  HISTORY     - 1974     MONUMENTED       GADT
 DG2987
 DG2987                          STATION DESCRIPTION
 DG2987
 DG2987'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2987'THE STATION IS LOCATED IN GRIFFIN ON THE PROPERTY OF THE COMMERCIAL
 DG2987'BANK AND TRUST COMPANY.
 DG2987'
 DG2987'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 (STATE
 DG2987'ROUTE 7) AND STATE ROUTE 92 (MC INTOSH ROAD), AND TOWER STREET IN
 DG2987'NORTHWEST GRIFFIN, GO EAST ALONG TOWER STREET FOR ABOUT 180 FEET
 DG2987'TO THE COMMERCIAL BANK AND TRUST COMPANY DRIVEWAY TO THE
 DG2987'RIGHT.  TURN RIGHT, GOING SOUTH ALONG THE DRIVEWAY FOR
 DG2987'APPROXIMATELY 90 FEET TO THE STATION ON THE RIGHT.
 DG2987'
 DG2987'THE STATION IS LOCATED 92 FEET SOUTH OF THE CENTERLINE OF TOWER
 DG2987'STREET, 51.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BANK
 DG2987'BUILDING, 65.5 FEET WEST OF A SECURITY LIGHT BEHIND THE BUILDING,
 DG2987'AND 95 FEET NORTH OF THE SOUTHWEST CORNER OF THE BANK PARKING
 DG2987'LOT.  THE STATION IS A STANDARD BRASS DISK STAMPED 126-202, SET
 DG2987'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2987'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DG2987'DISK STAMPED 126-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2987'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.
 DG2987'
 DG2987'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 41
 DG2987'(STATE ROUTE 7) AND STATE ROUTE 92 (MC INTOSH ROAD), GO WEST ALONG
 DG2987'STATE ROUTE 92 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 DG2987'IS LOCATED 34 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 92, 2.0
 DG2987'FEET SOUTH OF A WITNESS POST, 38 FEET NORTHWEST OF A POWER POLE,
 DG2987'98 FEET NORTHEAST OF A POWER POLE, AND 58.4 FEET NORTH OF A
 DG2987'POWER POLE LOCATED ON THE SOUTH SIDE OF THE ROAD.  THE MARK IS A
 DG2987'STANDARD DISK STAMPED 126-202 AZMK, SET IN THE TOP OF A 10 INCH
 DG2987'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2920 ***********************************************************************
 DG2920  DESIGNATION -  BV 126 203
 DG2920  PID         -  DG2920
 DG2920  STATE/COUNTY-  GA/SPAULDING
 DG2920  USGS QUAD   -  ORCHARD HILL (1982)
 DG2920
 DG2920                         *CURRENT SURVEY CONTROL
 DG2920  ___________________________________________________________________
 DG2920* NAD 83(1994)-  33 13 31.66823(N)    084 11 26.88775(W)     ADJUSTED  
 DG2920* NAVD 88     -       249.     (meters)     817.     (feet)  VERTCON   
 DG2920  ___________________________________________________________________
 DG2920  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DG2920  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DG2920
 DG2920  HORZ ORDER  -  SECOND
 DG2920
 DG2920.The horizontal coordinates were established by classical geodetic methods
 DG2920.and adjusted by the National Geodetic Survey in September 1997..
 DG2920
 DG2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2920
 DG2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2920
 DG2920.The geoid height was determined by GEOID03.
 DG2920
 DG2920;                    North         East     Units Scale Factor Converg.
 DG2920;SPC GA W     -   357,604.489   697,750.440   MT  0.99990006   -0 00 47.6
 DG2920;SPC GA W     - 1,173,240.73  2,289,202.90   sFT  0.99990006   -0 00 47.6
 DG2920;UTM  16      - 3,679,800.592   761,796.304   MT  1.00044511   +1 32 24.5
 DG2920
 DG2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2920!SPC GA W     -   0.99996536  x   0.99990006  =   0.99986542
 DG2920!UTM  16      -   0.99996536  x   1.00044511  =   1.00041046
 DG2920
 DG2920:                Primary Azimuth Mark                     Grid Az
 DG2920:SPC GA W     -  GRIFFIN TOWER INC RAD MAST               309 28 32.6
 DG2920:UTM  16      -  GRIFFIN TOWER INC RAD MAST               307 55 20.5
 DG2920
 DG2920|---------------------------------------------------------------------|
 DG2920| PID    Reference Object                     Distance      Geod. Az  |
 DG2920|                                                           dddmmss.s |
 DG2920| DG2922 GRIFFIN TOWER INC RAD MAST          APPROX. 2.4 KM 3092745.0 |
 DG2920| DG2921 BV 126 203 GADT 1974 PTA             18.203 METERS 32702     |
 DG2920| CY9726 BV 126 203 AZ MK                                   3563814.7 |
 DG2920|---------------------------------------------------------------------|
 DG2920
 DG2920                          SUPERSEDED SURVEY CONTROL
 DG2920
 DG2920  NAD 83(1986)-  33 13 31.67430(N)    084 11 26.88739(W) AD(       ) 2
 DG2920  NAD 27      -  33 13 31.23588(N)    084 11 27.18406(W) AD(       ) 2
 DG2920  NGVD 29 (07/19/86)  249.     (m)          817.     (f) VERT ANG       
 DG2920
 DG2920.Superseded values are not recommended for survey control.
 DG2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2920.See file dsdata.txt to determine how the superseded data were derived.
 DG2920
 DG2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6179679801(NAD 83)
 DG2920_MARKER: DD = SURVEY DISK
 DG2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2920
 DG2920  HISTORY     - Date     Condition        Report By
 DG2920  HISTORY     - 1974     MONUMENTED       GADT
 DG2920
 DG2920                          STATION DESCRIPTION
 DG2920
 DG2920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2920'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES NORTH-NORTHEAST
 DG2920'OF ORCHARD HILL, 4-1/2 MILES SOUTHEAST OF GRIFFIN, AND 7-1/4
 DG2920'MILES NORTH OF MILNER ON COUNTY RIGHT OF WAY.
 DG2920'
 DG2920'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 19
 DG2920'BUS AND 41 BUS (EAST TAYLOR STREET), AND STATE ROUTE 16 (NORTH
 DG2920'HILL STREET), IN GRIFFIN, TRAVEL NORTH ALONG STATE ROUTE 16 FOR
 DG2920'0.1 MILE TO THE JUNCTION OF EAST SOLOMON STREET TO THE RIGHT.
 DG2920'TURN RIGHT, TRAVELING EASTERLY ON EAST SOLOMON STREET FOR 0.9 MILE
 DG2920'TO A RAILROAD CROSSING.  CROSS THE TRACKS TO HIGH FALLS ROAD
 DG2920'(COUNTY ROAD 90757) FORKING TO THE RIGHT.  TRAVEL EASTERLY ALONG
 DG2920'HIGH FALLS ROAD FOR 2.3 MILES TO THE JUNCTION OF COUNTY ROAD 94
 DG2920'(SAPELO ROAD TO THE LEFT AND WILD PLUM ROAD TO THE RIGHT)
 DG2920'CROSSING.  CONTINUE TRAVELING EASTERLY ALONG HIGH
 DG2920'FALLS ROAD FOR 1.1 MILES TO THE JUNCTION OF MC DONOUGH ROAD
 DG2920'(COUNTY ROAD 90754) CROSSING.  TURN RIGHT, TRAVELING SOUTH
 DG2920'ALONG MC DONOUGH ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE
 DG2920'RIGHT.  CONTINUE TRAVELING SOUTH FOR 0.3 MILE TO THE STATION
 DG2920'ON THE LEFT.
 DG2920'
 DG2920'THE STATION IS A STANDARD BRASS DISK STAMPED 126-203, SET IN THE
 DG2920'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG2920'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DG2920'STAMPED 126-203, SET IN AN IRREGULAR MASS OF CONCRETE
 DG2920'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DG2920'LOCATED 20 FEET EAST OF THE CENTERLINE OF THE ROAD, 50 FEET
 DG2920'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 DG2920'OF THE ROAD AND A DRIVEWAY TO THE EAST, 2.7 FEET WEST OF
 DG2920'A WITNESS POST, 3.5 FEET WEST OF FENCELINE, AND 122 FEET
 DG2920'NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD.
 DG2920'
 DG2920'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 126-203 AZMK, SET
 DG2920'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2920'SURFACE OF THE GROUND.  IT IS LOCATED 27 FEET WEST OF THE
 DG2920'CENTERLINE OF THE ROAD, 20 FEET NORTHEAST OF A 12 INCH PINE TREE,
 DG2920'7 FEET SOUTH OF A POWER POLE, 6 FEET SOUTH OF A WITNESS POST,
 DG2920'AND 52 FEET SOUTHEAST OF A 12 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2963 ***********************************************************************
 DG2963  DESIGNATION -  BV 126 204
 DG2963  PID         -  DG2963
 DG2963  STATE/COUNTY-  GA/SPAULDING
 DG2963  USGS QUAD   -  HOLLONVILLE (1982)
 DG2963
 DG2963                         *CURRENT SURVEY CONTROL
 DG2963  ___________________________________________________________________
 DG2963* NAD 83(1994)-  33 13 24.95406(N)    084 25 55.86338(W)     ADJUSTED  
 DG2963* NAVD 88     -       252.     (meters)     827.     (feet)  VERTCON   
 DG2963  ___________________________________________________________________
 DG2963  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DG2963  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DG2963
 DG2963  HORZ ORDER  -  SECOND
 DG2963
 DG2963.The horizontal coordinates were established by classical geodetic methods
 DG2963.and adjusted by the National Geodetic Survey in September 1997..
 DG2963
 DG2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2963
 DG2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2963
 DG2963.The geoid height was determined by GEOID03.
 DG2963
 DG2963;                    North         East     Units Scale Factor Converg.
 DG2963;SPC GA W     -   357,428.820   675,251.743   MT  0.99990755   -0 08 43.7
 DG2963;SPC GA W     - 1,172,664.39  2,215,388.43   sFT  0.99990755   -0 08 43.7
 DG2963;UTM  16      - 3,679,014.781   739,300.026   MT  1.00030609   +1 24 27.3
 DG2963
 DG2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2963!SPC GA W     -   0.99996493  x   0.99990755  =   0.99987248
 DG2963!UTM  16      -   0.99996493  x   1.00030609  =   1.00027101
 DG2963
 DG2963:                Primary Azimuth Mark                     Grid Az
 DG2963:SPC GA W     -  BV 126 204 AZ MK                         053 13 29.2
 DG2963:UTM  16      -  BV 126 204 AZ MK                         051 40 18.2
 DG2963
 DG2963|---------------------------------------------------------------------|
 DG2963| PID    Reference Object                     Distance      Geod. Az  |
 DG2963|                                                           dddmmss.s |
 DG2963| CY9727 BV 126 204 AZ MK                                   0530445.5 |
 DG2963| DG2962 BV 126 204 GADT 1974 PTA             19.068 METERS 15343     |
 DG2963| DG2964 JONES SPAULDING                     APPROX. 4.1 KM 2904400.3 |
 DG2963|---------------------------------------------------------------------|
 DG2963
 DG2963                          SUPERSEDED SURVEY CONTROL
 DG2963
 DG2963  NAD 83(1986)-  33 13 24.96009(N)    084 25 55.86264(W) AD(       ) 2
 DG2963  NAD 27      -  33 13 24.52153(N)    084 25 56.13833(W) AD(       ) 2
 DG2963  NGVD 29 (07/19/86)  252.     (m)          827.     (f) VERT ANG       
 DG2963
 DG2963.Superseded values are not recommended for survey control.
 DG2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2963.See file dsdata.txt to determine how the superseded data were derived.
 DG2963
 DG2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3930079015(NAD 83)
 DG2963_MARKER: DD = SURVEY DISK
 DG2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2963
 DG2963  HISTORY     - Date     Condition        Report By
 DG2963  HISTORY     - 1974     MONUMENTED       GADT
 DG2963
 DG2963                          STATION DESCRIPTION
 DG2963
 DG2963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2963'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHEAST
 DG2963'OF BROOKS, 8-3/4 MILES SOUTHEAST OF SENOIA, AND 10 MILES WEST OF
 DG2963'GRIFFIN ON THE PROPERTY OF MRS. HELEN BLANTON CHERRY
 DG2963'(DECEASED).  PERMISSION FOR ACCESS TO THE STATION AND AZIMUTH
 DG2963'MARK MAY BE OBTAINED FROM MISS MARTHA BLANTON, ROUTE 3, BOX 258,
 DG2963'GRIFFIN, 30223.
 DG2963'
 DG2963'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DG2963'U.S. HIGHWAY 19 IN WEST GRIFFIN, GO WEST ON STATE ROUTE 16 FOR
 DG2963'1.6 MILE TO THE JUNCTION OF WEST POPLAR STREET (OLD STATE ROUTE
 DG2963'16) REVERSE FORKING TO THE LEFT.  CONTINUE ON STATE ROUTE 16
 DG2963'FOR 3.6 MILES TO THE JUNCTION OF ROVER WILLIAMSON ROAD (COUNTY
 DG2963'ROAD 92082) TO THE LEFT AND VAUGHN ROAD (COUNTY ROAD 35) TO THE
 DG2963'RIGHT.  CONTINUE ALONG STATE ROUTE 16 GOING WEST FOR 1.15 MILES
 DG2963'TO THE JUNCTION OF BRANCH ROAD (COUNTY ROAD 226) TO THE LEFT.
 DG2963'TURN LEFT, GOING SOUTH ALONG BRANCH ROAD FOR 0.65 MILE TO THE
 DG2963'JUNCTION OF BLANTONS MILL ROAD (COUNTY ROAD 204) CROSSING.  TURN
 DG2963'RIGHT ALONG BLANTONS MILL ROAD GOING WEST FOR 1.7 MILES TO
 DG2963'THE JUNCTION OF LINE CREEK ROAD (COUNTY ROAD 206) FORKING TO THE
 DG2963'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ALONG
 DG2963'BLANTONS MILL ROAD FOR 0.15 MILE TO THE JUNCTION OF A DIRT
 DG2963'PRIVATE ROAD CONNECTING BLANTONS MILL ROAD AND LINE CREEK ROAD
 DG2963'TO THE RIGHT AND THE STATION ON THE RIGHT.
 DG2963'
 DG2963'THE STATION IS LOCATED 123 FEET NORTH-NORTHWEST OF THE POINT OF
 DG2963'THE INTERSECTION OF BLANTONS MILL ROAD AND THE DIRT ROAD, 20 FEET
 DG2963'WEST OF THE CENTERLINE OF THE PRIVATE DIRT ROAD, 18.6 FEET
 DG2963'NORTH-NORTHWEST OF A PINE TREE, 20 FEET SOUTH OF A 12 INCH OAK
 DG2963'TREE, AND 45 FEET EAST-NORTHEAST OF A 32 INCH OAK TREE ON THE
 DG2963'WEST SIDE OF THE PRIVATE DIRT ROAD.  IT IS A STANDARD BRASS DISK
 DG2963'STAMPED 126-204, SET IN THE TOP OF A 10 INCH CYLINRICAL
 DG2963'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DG2963'UNDERGROUND MARK IS A STANDARD DISK STAMPED 126-204, SET IN AN
 DG2963'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE
 DG2963'SURFACE OF THE GROUND.
 DG2963'
 DG2963'THE AZIMUTH MARK IS LOCATED 24.5 FEET NORTHWEST OF THE CENTERLINE
 DG2963'OF BLANTONS MILL ROAD, 23.5 FEET SOUTH OF LINE CREEK ROAD, 36
 DG2963'FEET SOUTHEAST OF A 12 INCH PINE TREE, 36 FEET EAST-SOUTHEAST OF
 DG2963'A 12 INCH PINE TREE BESIDE LINE CREEK ROAD, AND 3.2 FEET EAST OF
 DG2963'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 126-204 AZMK, SET
 DG2963'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG2963'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2888 ***********************************************************************
 DG2888  DESIGNATION -  BV 126 205
 DG2888  PID         -  DG2888
 DG2888  STATE/COUNTY-  GA/SPAULDING
 DG2888  USGS QUAD   -  HIGH FALLS (1982)
 DG2888
 DG2888                         *CURRENT SURVEY CONTROL
 DG2888  ___________________________________________________________________
 DG2888* NAD 83(1994)-  33 14 23.47621(N)    084 07 27.06359(W)     ADJUSTED  
 DG2888* NAVD 88     -       223.     (meters)     732.     (feet)  VERTCON   
 DG2888  ___________________________________________________________________
 DG2888  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DG2888  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DG2888
 DG2888  HORZ ORDER  -  SECOND
 DG2888
 DG2888.The horizontal coordinates were established by classical geodetic methods
 DG2888.and adjusted by the National Geodetic Survey in September 1997..
 DG2888
 DG2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2888
 DG2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2888
 DG2888.The geoid height was determined by GEOID03.
 DG2888
 DG2888;                    North         East     Units Scale Factor Converg.
 DG2888;SPC GA W     -   359,200.972   703,958.938   MT  0.99990019   +0 01 23.8
 DG2888;SPC GA W     - 1,178,478.52  2,309,571.95   sFT  0.99990019   +0 01 23.8
 DG2888;UTM  16      - 3,681,565.820   767,962.716   MT  1.00048539   +1 34 38.3
 DG2888
 DG2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2888!SPC GA W     -   0.99996944  x   0.99990019  =   0.99986963
 DG2888!UTM  16      -   0.99996944  x   1.00048539  =   1.00045482
 DG2888
 DG2888:                Primary Azimuth Mark                     Grid Az
 DG2888:SPC GA W     -  BV 126 205 AZ MK                         016 02 43.8
 DG2888:UTM  16      -  BV 126 205 AZ MK                         014 29 29.3
 DG2888
 DG2888|---------------------------------------------------------------------|
 DG2888| PID    Reference Object                     Distance      Geod. Az  |
 DG2888|                                                           dddmmss.s |
 DG2888| CY9728 BV 126 205 AZ MK                                   0160407.6 |
 DG2888| DG2887 BV 126 205 GADT 1974 PTA             13.054 METERS 17052     |
 DG2888|---------------------------------------------------------------------|
 DG2888
 DG2888                          SUPERSEDED SURVEY CONTROL
 DG2888
 DG2888  NAD 83(1986)-  33 14 23.48210(N)    084 07 27.06319(W) AD(       ) 2
 DG2888  NAD 27      -  33 14 23.04588(N)    084 07 27.36434(W) AD(       ) 2
 DG2888  NGVD 29 (07/19/86)  223.     (m)          732.     (f) VERT ANG       
 DG2888
 DG2888.Superseded values are not recommended for survey control.
 DG2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2888.See file dsdata.txt to determine how the superseded data were derived.
 DG2888
 DG2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6796381566(NAD 83)
 DG2888_MARKER: DD = SURVEY DISK
 DG2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2888
 DG2888  HISTORY     - Date     Condition        Report By
 DG2888  HISTORY     - 1974     MONUMENTED       GADT
 DG2888
 DG2888                          STATION DESCRIPTION
 DG2888
 DG2888'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG2888'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES SOUTH OF LOCUST
 DG2888'GROVE, 8 MILES EAST OF GRIFFIN, AND 10 MILES WEST-SOUTHWEST OF
 DG2888'JACKSON, ON COUNTY RIGHT OF WAY.
 DG2888'
 DG2888'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 155 AND
 DG2888'STATE ROUTE 16, LOCATED APPROXIMATELY 5-1/2 MILES NORTHEAST OF
 DG2888'GRIFFIN, TRAVEL EAST ALONG STATE ROUTE 16 FOR 3.9 MILES TO THE
 DG2888'JUNCTION OF BAILEY JESTER ROAD (COUNTY ROAD 9) TO THE RIGHT.  TURN
 DG2888'RIGHT, TRAVELING SOUTH ALONG BAILEY JESTER ROAD FOR 0.8 MILE TO
 DG2888'A GEORGIA POWER LINE CROSSING.  CONTINUE SOUTH ALONG BAILEY
 DG2888'JESTER ROAD FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DG2888'CONTINUE ALONG BAILEY JESTER ROAD FOR 0.25 MILE TO THE
 DG2888'STATION ON THE RIGHT.
 DG2888'
 DG2888'THE STATION IS LOCATED 30 FEET WEST OF THE CENTERLINE OF THE
 DG2888'ROAD, 2.0 FEET EAST OF A WITNESS POST, 124.0 FEET NORTH OF A POWER
 DG2888'POLE, AND 245.0 FEET SOUTH OF ANOTHER POWER POLE.  IT IS A
 DG2888'STANDARD BRASS DISK STAMPED 126-205, SET IN THE TOP OF A 10 INCH
 DG2888'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG2888'UNDERGROUND STATION IS A STANDARD DISK STAMPED 126-205, SET IN
 DG2888'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76 METER BELOW
 DG2888'THE GROUND SURFACE.
 DG2888'
 DG2888'THE AZIMUTH MARK IS LOCATED 38 FEET EAST OF THE CENTERLINE OF
 DG2888'THE ROAD, 2.5 FEET WEST OF A WITNESS POST, AND 12.5 FEET NORTH
 DG2888'OF A POWER POLE.  IT IS A STANDARD DISK STAMPED 126-205 AZMK,
 DG2888'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG2888'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1411 ***********************************************************************
 ED1411  DESIGNATION -  BV 127 200
 ED1411  PID         -  ED1411
 ED1411  STATE/COUNTY-  GA/STEPHENS
 ED1411  USGS QUAD   -  TOCCOA (1964)
 ED1411
 ED1411                         *CURRENT SURVEY CONTROL
 ED1411  ___________________________________________________________________
 ED1411* NAD 83(1994)-  34 35 50.90130(N)    083 17 39.94588(W)     ADJUSTED  
 ED1411* NAVD 88     -       296.6    (meters)     973.     (feet)  VERTCON   
 ED1411  ___________________________________________________________________
 ED1411  X           -     613,744.160 (meters)                     COMP
 ED1411  Y           -  -5,220,174.937 (meters)                     COMP
 ED1411  Z           -   3,601,349.136 (meters)                     COMP
 ED1411  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 ED1411  ELLIP HEIGHT-         266.37  (meters)          (09/03/97) GPS OBS
 ED1411  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ED1411
 ED1411  HORZ ORDER  -  SECOND
 ED1411  ELLP ORDER  -  FOURTH    CLASS II
 ED1411
 ED1411.This mark is at Toccoa Rg Letourneau Fld Airport (TOC)
 ED1411
 ED1411.The horizontal coordinates were established by classical geodetic methods
 ED1411.and adjusted by the National Geodetic Survey in September 1997..
 ED1411
 ED1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1411
 ED1411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1411
 ED1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1411
 ED1411.The ellipsoidal height was determined by GPS observations
 ED1411.and is referenced to NAD 83.
 ED1411
 ED1411.The geoid height was determined by GEOID03.
 ED1411
 ED1411;                    North         East     Units Scale Factor Converg.
 ED1411;SPC GA E     -   510,351.488    96,554.941   MT  1.00003185   -0 38 25.5
 ED1411;SPC GA E     - 1,674,378.17    316,780.67   sFT  1.00003185   -0 38 25.5
 ED1411;SPC SC       -   308,878.067   399,158.339   MT  0.99992472   -1 16 19.3
 ED1411;SPC SC       - 1,013,379.48  1,309,574.60   iFT  0.99992472   -1 16 19.3
 ED1411;UTM  17      - 3,830,798.709   289,589.256   MT  1.00014572   -1 18 11.8
 ED1411
 ED1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1411!SPC GA E     -   0.99995819  x   1.00003185  =   0.99999004
 ED1411!SPC SC       -   0.99995819  x   0.99992472  =   0.99988291
 ED1411!UTM  17      -   0.99995819  x   1.00014572  =   1.00010390
 ED1411
 ED1411:                Primary Azimuth Mark                     Grid Az
 ED1411:SPC GA E     -  BV 127 200 AZ MK                         206 44 09.9
 ED1411:SPC SC       -  BV 127 200 AZ MK                         207 22 03.7
 ED1411:UTM  17      -  BV 127 200 AZ MK                         207 23 56.2
 ED1411
 ED1411|---------------------------------------------------------------------|
 ED1411| PID    Reference Object                     Distance      Geod. Az  |
 ED1411|                                                           dddmmss.s |
 ED1411| ED2690 BV 127 200 AZ MK                    APPROX. 1.3 KM 2060544.4 |
 ED1411| ED1422 CURRAHEE MTN ATT MICROWAVE          APPROX.10.7 KM 2242402.0 |
 ED1411|---------------------------------------------------------------------|
 ED1411
 ED1411                          SUPERSEDED SURVEY CONTROL
 ED1411
 ED1411  NAD 83(1986)-  34 35 50.90892(N)    083 17 39.94819(W) AD(       ) 2
 ED1411  NAD 27      -  34 35 50.55901(N)    083 17 40.35956(W) AD(       ) 2
 ED1411  NGVD 29 (09/27/88)  296.6    (m)          973.     (f) GPS OBS        
 ED1411
 ED1411.Superseded values are not recommended for survey control.
 ED1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1411.See file dsdata.txt to determine how the superseded data were derived.
 ED1411
 ED1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8958930799(NAD 83)
 ED1411_MARKER: DD = SURVEY DISK
 ED1411_SETTING: 66 = SET IN ROCK OUTCROP
 ED1411_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 ED1411_STAMPING: 127-200 1975
 ED1411_MARK LOGO: GADT  
 ED1411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1411+STABILITY: POSITION/ELEVATION WELL
 ED1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1411+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1994
 ED1411
 ED1411  HISTORY     - Date     Condition        Report By
 ED1411  HISTORY     - 1975     MONUMENTED       GADT
 ED1411  HISTORY     - 1987     GOOD             NGS
 ED1411  HISTORY     - 19940315 GOOD             GADT
 ED1411
 ED1411                          STATION DESCRIPTION
 ED1411
 ED1411'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1411'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-NORTHEAST
 ED1411'OF TOCCOA, 5-3/4 MILES NORTHEAST OF BOYDVILLE, AND 5-3/4 MILES
 ED1411'NORTH-NORTHWEST OF EASTANOLLEE ON THE PROPERTY OF TOCCOA STEPHENS
 ED1411'COUNTY AIRPORT.
 ED1411'
 ED1411'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 184 (STATE
 ED1411'ROUTE 106) AND STATE ROUTE 17 IN TOCCOA, GO EAST ALONG STATE ROUTE
 ED1411'184 (STATE ROUTE 106) FOR 0.7 MILE TO THE JUNCTION OF STATE ROUTE
 ED1411'184 FORKING TO THE LEFT.  CONTINUE GOING NORTHEASTERLY ALONG
 ED1411'STATE ROUTE 106 FOR 1.35 MILES TO THE JUNCTION OF LOVERS LANE
 ED1411'ROAD (COUNTY ROAD 126) TO THE LEFT.  CONTINUE GOING
 ED1411'NORTHEASTERLY ALONG STATE ROUTE 106 FOR 0.1 MILE TO THE JUNCTION
 ED1411'OF A DIRT DRIVEWAY TO THE LEFT AND THE AZIMUTH MARK ON THE
 ED1411'LEFT NEAR THE SOUTH END OF THE TOCCOA STEPHENS COUNTY AIRPORT
 ED1411'NORTH-SOUTH RUNWAY NUMBER 20.  THE STATION IS AT THE NORTH END OF
 ED1411'THE RUNWAY ON THE RIGHT.  CONTACT MR. ROY PERKINS AT THE
 ED1411'AIRPORT OFFICE FOR ACCESS TO THE AIRPORT PROPERTY.
 ED1411'
 ED1411'THE STATION IS LOCATED IN EXPOSED BEDROCK, 212.5 FEET
 ED1411'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY, 176.8
 ED1411'FEET SOUTHEAST OF THE NORTHEASTERNMOST CORNER OF RUNWAY NUMBER
 ED1411'20, 13.5 FEET SOUTHWEST OF A 2 INCH TWIN PINE TREE, 8.0 FEET
 ED1411'NORTHWEST OF ANOTHER 2 INCH PINE TREE, AND 24.5 FEET NORTH OF A 3
 ED1411'INCH PINE TREE.  IT IS A STANDARD BRASS DISK STAMPED 127-200
 ED1411'1975, SET IN THE TOP OF A 1 INCH DRILL HOLE IN BEDROCK.
 ED1411'
 ED1411'THE AZIMUTH MARK IS LOCATED 247.2 FEET SOUTHWEST OF THE
 ED1411'SOUTHWESTERNMOST CORNER OF RUNWAY NUMBER 20, 295.7 FEET
 ED1411'WEST-SOUTHWEST OF THE SOUTHEASTERNMOST CORNER OF RUNWAY NUMBER 20,
 ED1411'120.0 FEET NORTHEAST OF A POWER POLE, AND 3.2 FEET NORTHEAST OF A
 ED1411'WITNESS POST.  IT IS A STANDARD DISK STAMPED 127-200 1975 AZMK,
 ED1411'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1411'THE SURFACE OF THE GROUND.
 ED1411
 ED1411                          STATION RECOVERY (1987)
 ED1411
 ED1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 ED1411'THE STATION WAS RECOVERED AT THIS DATE.
 ED1411'
 ED1411'STATION IS LOCATED AT THE R.G. LETOURNEAU FIELD AIRPORT, ALONG
 ED1411'RUNWAY 2-20.
 ED1411'OWNERSHIP--TOCCOA-STEPHENS COUNTY AUTHORITY, C/O AIRPORT MANAGER
 ED1411'HENRY MARTIN, P.O. BOX 494, TOCCOA GA 30577.  PHONE (404) 886-1320.
 ED1411'
 ED1411'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 ED1411'HIGHWAYS 13, 17, 106, 184 IN TOCCOA, GO EAST FOR
 ED1411'1.8 KM (1.1 MI) ON HIGHWAYS 123, 13, 17 TO A CROSSROAD (HIGHWAY 17
 ED1411'TURNS RIGHT).
 ED1411'TURN LEFT AND GO NORTHWEST FOR 0.7 KM (0.45 MI) ON STATE HIGHWAY 17
 ED1411'SPUR TO A SLANTED T-ROAD.
 ED1411'TURN RIGHT AND GO EAST FOR 2.5 KM (1.55 MI) ON TUGALO STREET TO THE
 ED1411'AIRPORT ROAD ON THE LEFT.
 ED1411'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON ROAD TO ROAD END
 ED1411'AT GATE.  PASS THROUGH GATE CROSSING TARMAC AND RAMP FOR 0.2 KM
 ED1411'(0.1 MI) TO THE RUNWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.6 KM
 ED1411'(0.4 MI) ALONG SIDE RUNWAY 2-20 TO RUNWAY END AND STATION ON THE
 ED1411'RIGHT.
 ED1411'
 ED1411'THE STATION IS A STANDARD GADT DISK
 ED1411'STAMPED---127 200 1975---,
 ED1411'SET INTO A DRILL HOLE IN A 4-METER LONG (NORTHEAST-SOUTHWEST)
 ED1411'SECTION OF EXPOSED BEDROCK.  LOCATED
 ED1411'64.9 METERS (212.9 FT) EAST-SOUTHEAST FROM THE RUNWAY CENTER,
 ED1411'6.0 METERS (19.7 FT) SOUTH-SOUTHWEST FROM THE ECTENDED END OF
 ED1411'RUNWAY,
 ED1411'40.4 METERS (132.5 FT) SOUTHEAST FROM A RUNWAY END IDENTIFIER LIGHT,
 ED1411'17 METERS (55.8 FT) EAST-SOUTHEAST FROM A DIM TRACK ROAD, 2 METERS
 ED1411'ABOVE THE ROAD, AND
 ED1411'264 METERS (866.1 FT) NORTH-NORTHEAST FROM THE CENTER OF RUNWAY
 ED1411'9-27.
 ED1411'
 ED1411'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 ED1411
 ED1411                          STATION RECOVERY (1994)
 ED1411
 ED1411'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 ED1411'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-NORTHEAST FROM
 ED1411'TOCCOA, 5.75 MI (9.25 KM) NORTHEAST FROM BOYDVILLE, AND 5.75 MI (9.25
 ED1411'KM) NORTH-NORTHWEST FROM EASTANOLLEE.  --OWNERSHIP-- TOCCOA STEPHENS
 ED1411'COUNTY AIRPORT. CONTACT JOHN TAYLOR FOR ACCESS. TO REACH THE STATION
 ED1411'FROM THE JUNCTION OF STATE ROUTES 184/106 AND 17 IN TOCCOA, GO EAST ON
 ED1411'ROUTE 184/106 FOR 0.7 MI (1.1 KM) TO A FORK JUNCTION WITH STATE ROUTE
 ED1411'184 TO THE LEFT.  CONTINUE NORTHEAST ON ROUTE 106 FOR 1.35 MI (2.17
 ED1411'KM) TO THE JUNCTION OF LOVERS LANE ROAD (COUNTY ROAD 126) ON THE LEFT.
 ED1411'CONTINUE NORTHEAST ON ROUTE 106 FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 ED1411'A DIRT DRIVEWAY TO THE LEFT AND THE AZIMUTH MARK ON THE LEFT NEAR THE
 ED1411'SOUTH END OF THE TOCCOA STEPHENS COUNTY AIRPORT NORTH-SOUTH RUNWAY
 ED1411'NUMBER 20.  THE STATION IS AT THE NORTH END OF THE RUNWAY ON THE
 ED1411'RIGHT. THE STATION IS A STANDARD XXXXXX DISK STAMPED --127-200 1975--
 ED1411'SET INTO A 1 INCH DRILL HOLE IN BEDROCK. LOCATED IN EXPOSED BEDROCK,
 ED1411'212.5 FT (64.8 M) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 ED1411'NORTH-SOUTH RUNWAY, 176.8 FT (53.9 M) SOUTHEAST FROM THE
 ED1411'NORTHEASTERNMOST CORNER OF RUNWAY NUMBER 20, 13.5 FT (4.1 M) SOUTHWEST
 ED1411'FROM A 2 INCH TWIN PINE, 8.0 FT (2.4 M) NORTHWEST FROM ANOTHER 2 INCH
 ED1411'PINE, AND 24.5 FT (7.5 M) NORTH FROM A 3 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED2690 ***********************************************************************
 ED2690  DESIGNATION -  BV 127 200 AZ MK
 ED2690  PID         -  ED2690
 ED2690  STATE/COUNTY-  GA/STEPHENS
 ED2690  USGS QUAD   -  TOCCOA (1964)
 ED2690
 ED2690                         *CURRENT SURVEY CONTROL
 ED2690  ___________________________________________________________________
 ED2690* NAD 83(1994)-  34 35 13.49450(N)    083 18 02.09955(W)     ADJUSTED  
 ED2690* NAVD 88     -       302.4    (meters)     992.     (feet)  VERTCON   
 ED2690  ___________________________________________________________________
 ED2690  X           -     613,260.402 (meters)                     COMP
 ED2690  Y           -  -5,220,895.615 (meters)                     COMP
 ED2690  Z           -   3,600,403.537 (meters)                     COMP
 ED2690  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 ED2690  ELLIP HEIGHT-         272.26  (meters)          (09/03/97) GPS OBS
 ED2690  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 ED2690
 ED2690  HORZ ORDER  -  THIRD
 ED2690  ELLP ORDER  -  FOURTH    CLASS II
 ED2690
 ED2690.This mark is at Toccoa Rg Letourneau Fld Airport (TOC)
 ED2690
 ED2690.The horizontal coordinates were established by GPS observations
 ED2690.and adjusted by the National Geodetic Survey in September 1997..
 ED2690
 ED2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED2690
 ED2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED2690
 ED2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED2690
 ED2690.The ellipsoidal height was determined by GPS observations
 ED2690.and is referenced to NAD 83.
 ED2690
 ED2690.The geoid height was determined by GEOID03.
 ED2690
 ED2690;                    North         East     Units Scale Factor Converg.
 ED2690;SPC GA E     -   509,205.167    95,977.500   MT  1.00003333   -0 38 37.4
 ED2690;SPC GA E     - 1,670,617.29    314,886.18   sFT  1.00003333   -0 38 37.4
 ED2690;SPC SC       -   307,738.307   398,568.360   MT  0.99992179   -1 16 31.6
 ED2690;SPC SC       - 1,009,640.11  1,307,638.98   iFT  0.99992179   -1 16 31.6
 ED2690;UTM  17      - 3,829,659.015   288,998.525   MT  1.00014879   -1 18 23.1
 ED2690
 ED2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED2690!SPC GA E     -   0.99995726  x   1.00003333  =   0.99999059
 ED2690!SPC SC       -   0.99995726  x   0.99992179  =   0.99987906
 ED2690!UTM  17      -   0.99995726  x   1.00014879  =   1.00010605
 ED2690
 ED2690:                Primary Azimuth Mark                     Grid Az
 ED2690:SPC GA E     -  BV 127 200                               026 44 09.2
 ED2690:SPC SC       -  BV 127 200                               027 22 03.4
 ED2690:UTM  17      -  BV 127 200                               027 23 54.9
 ED2690
 ED2690|---------------------------------------------------------------------|
 ED2690| PID    Reference Object                     Distance      Geod. Az  |
 ED2690|                                                           dddmmss.s |
 ED2690| ED1411 BV 127 200                          APPROX. 1.3 KM 0260531.8 |
 ED2690|---------------------------------------------------------------------|
 ED2690
 ED2690                          SUPERSEDED SURVEY CONTROL
 ED2690
 ED2690  NAD 83(1986)-  34 35 13.50112(N)    083 18 02.10047(W) AD(       ) 3
 ED2690  NGVD 29 (09/27/88)  302.4    (m)          992.     (f) GPS OBS        
 ED2690
 ED2690.Superseded values are not recommended for survey control.
 ED2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED2690.See file dsdata.txt to determine how the superseded data were derived.
 ED2690
 ED2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8899929659(NAD 83)
 ED2690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ED2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED2690_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED2690+STABILITY: SURFACE MOTION
 ED2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED2690+SATELLITE: SATELLITE OBSERVATIONS - 1987
 ED2690
 ED2690  HISTORY     - Date     Condition        Report By
 ED2690  HISTORY     - 1975     MONUMENTED       GADT
 ED2690  HISTORY     - 1987     GOOD             NGS
 ED2690
 ED2690                          STATION DESCRIPTION
 ED2690
 ED2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 ED2690'THE STATION WAS RECOVERED AT THIS DATE.
 ED2690'
 ED2690'STATION IS LOCATED AT THE R.G. LETOURNEAU FIELD AIRPORT, AT THE
 ED2690'SOUTH END OF RUNWAY 2-20.
 ED2690'OWNERSHIP--TOCCOA-STEPHENS COUNTY AUTHORITY, C/O AIRPORT MANAGER
 ED2690'HENRY MARTIN, P.O. BOX 494, TOCCOA GA 30577.  PHONE (404) 886-1320.
 ED2690'
 ED2690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123 AND
 ED2690'STATE HIGHWAYS 13, 17, 106, 184 IN TOCCOA, GO
 ED2690'EAST FOR 1.8 KM (1.1 MI) ON HIGHWAYS 123, 13, 17 TO A CROSSROAD
 ED2690'(HIGHWAY 17 TURNS RIGHT).
 ED2690'TURN LEFT AND GO NORTHWEST FOR 0.7 KM (0.45 MI) ON HIGHWAY 17 SPUR
 ED2690'TO A SLANTED T-ROAD.
 ED2690'TURN RIGHT AND GO EAST FOR 2.5 KM (1.55 MI) ON TUGALO STREET TO THE
 ED2690'AIRPORT ROAD ON THE LEFT.
 ED2690'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON ROAD TO THE GATE
 ED2690'AT ROAD END.  PASS THROUGH GATE, CROSSING TARMAC AND RAMP FOR 0.2
 ED2690'KM (0.1 MI) TO RUNWAY 2-20.  TURN LEFT AND GO SOUTHWEST ALONG SIDE
 ED2690'RUNWAY FOR 0.4 KM (0.25 MI) TO RUNWAY END AND STATION TO THE
 ED2690'SOUTHWEST.
 ED2690'
 ED2690'THE STATION IS A STANDARD GADT DISK
 ED2690'STAMPED---127 200 1975 AZ MK---,
 ED2690'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 ED2690'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 ED2690'75.4 METERS (247.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ED2690'RUNWAY, ALONG THE TOP OF A MEANDERING SLOPE EDGE,
 ED2690'53.6 METERS (175.9 FT) SOUTHEAST FROM THE PERIMETER FENCE WHERE IT
 ED2690'BEGINS TO SLOPE,
 ED2690'1.0 METERS (3.3 FT) NORTH FROM A METAL WITNESS POST, AND
 ED2690'0.6 METERS (2.0 FT) WEST FROM A FIBERGLASS WITNESS POST AT SLOPE
 ED2690'EDGE.
 ED2690'
 ED2690'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1418 ***********************************************************************
 ED1418  DESIGNATION -  BV 127 201
 ED1418  PID         -  ED1418
 ED1418  STATE/COUNTY-  GA/STEPHENS
 ED1418  USGS QUAD   -  TOCCOA (1964)
 ED1418
 ED1418                         *CURRENT SURVEY CONTROL
 ED1418  ___________________________________________________________________
 ED1418* NAD 83(1994)-  34 37 14.23230(N)    083 21 11.00316(W)     ADJUSTED  
 ED1418* NAVD 88     -       400.     (meters)    1312.     (feet)  VERTCON   
 ED1418  ___________________________________________________________________
 ED1418  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 ED1418  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ED1418
 ED1418  HORZ ORDER  -  SECOND
 ED1418
 ED1418.The horizontal coordinates were established by classical geodetic methods
 ED1418.and adjusted by the National Geodetic Survey in September 1997..
 ED1418
 ED1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1418
 ED1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1418
 ED1418.The geoid height was determined by GEOID03.
 ED1418
 ED1418;                    North         East     Units Scale Factor Converg.
 ED1418;SPC GA E     -   512,980.935    91,207.259   MT  1.00004584   -0 40 26.8
 ED1418;SPC GA E     - 1,683,004.95    299,235.82   sFT  1.00004584   -0 40 26.8
 ED1418;UTM  17      - 3,833,490.192   284,271.719   MT  1.00017365   -1 20 14.6
 ED1418
 ED1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1418!SPC GA E     -   0.99994195  x   1.00004584  =   0.99998779
 ED1418!UTM  17      -   0.99994195  x   1.00017365  =   1.00011559
 ED1418
 ED1418:                Primary Azimuth Mark                     Grid Az
 ED1418:SPC GA E     -  BV 127 201 AZ MK                         175 59 44.5
 ED1418:UTM  17      -  BV 127 201 AZ MK                         176 39 32.3
 ED1418
 ED1418|---------------------------------------------------------------------|
 ED1418| PID    Reference Object                     Distance      Geod. Az  |
 ED1418|                                                           dddmmss.s |
 ED1418| ED2887 BV 127 201 AZ MK                                   1751917.7 |
 ED1418| ED1419 BV 127 201 GADT 1975 PTA             21.537 METERS 19051     |
 ED1418|---------------------------------------------------------------------|
 ED1418
 ED1418                          SUPERSEDED SURVEY CONTROL
 ED1418
 ED1418  NAD 83(1986)-  34 37 14.23970(N)    083 21 11.00466(W) AD(       ) 2
 ED1418  NAD 27      -  34 37 13.89128(N)    083 21 11.41030(W) AD(       ) 2
 ED1418  NGVD 29 (07/19/86)  400.     (m)         1312.     (f) VERT ANG       
 ED1418
 ED1418.Superseded values are not recommended for survey control.
 ED1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1418.See file dsdata.txt to determine how the superseded data were derived.
 ED1418
 ED1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8427233490(NAD 83)
 ED1418_MARKER: DD = SURVEY DISK
 ED1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1418
 ED1418  HISTORY     - Date     Condition        Report By
 ED1418  HISTORY     - 1975     MONUMENTED       GADT
 ED1418
 ED1418                          STATION DESCRIPTION
 ED1418
 ED1418'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1418'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHWEST OF
 ED1418'TOCCOA, 5-3/4 MILES NORTH OF BOYDVILLE, AND 6 MILES EAST-SOUTHEAST
 ED1418'OF HOLLYWOOD ON THE PROPERTY OF MR. R. J. LONG.
 ED1418'
 ED1418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 ED1418'(STATE ROUTE 13), STATE ROUTES 17, 106, AND 184, IN TOCCOA, GO
 ED1418'NORTH ALONG STATE ROUTES 17, 106, AND 184 FOR 0.2 MILE TO THE
 ED1418'JUNCTION OF STATE ROUTES 106 AND 184 TO THE RIGHT.  CONTINUE GOING
 ED1418'NORTHWESTERLY ALONG STATE ROUTE 17 FOR 2.75 MILES TO THE JUNCTION
 ED1418'OF BLACK MOUNTAIN ROAD (COUNTY ROAD 171) TO THE RIGHT.  TURN
 ED1418'RIGHT, GOING NORTH ALONG BLACK MOUNTAIN ROAD FOR 0.3 MILE TO THE
 ED1418'JUNCTION OF COUNTY ROAD 158 TO THE RIGHT AND COUNTY ROAD 181
 ED1418'FORKING TO THE RIGHT.  TURN RIGHT, GOING NORTHEASTERLY ALONG
 ED1418'COUNTY ROAD 181 FOR 0.35 MILE TO ITS TERMINATION AND JUNCTION OF
 ED1418'COUNTY ROAD 180 CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 ED1418'TURN LEFT, GOING NORTH ALONG COUNTY ROAD 180 FOR 0.25 MILE TO THE
 ED1418'JUNCTION OF COUNTY ROAD 178 CROSSING (PAVED TO THE LEFT AND DIRT
 ED1418'TO THE RIGHT).  TURN RIGHT, GOING EAST ALONG COUNTY ROAD 178 FOR
 ED1418'APPROXIMATELY 170 FEET TO THE STATION ON THE LEFT IN A FIELD.
 ED1418'
 ED1418'THE STATION IS LOCATED 105 FEET NORTH OF THE CENTERLINE OF DIRT
 ED1418'COUNTY ROAD 178, 76.5 FEET NORTH OF A FENCELINE, 15.6 FEET NORTH
 ED1418'OF A POWER POLE WITH A TRANSFORMER, 79.0 FEET SOUTH-SOUTHEAST OF A
 ED1418'POWER POLE, 97.7 FEET SOUTH OF A 12 INCH APPLE TREE, AND 3.1 FEET
 ED1418'NORTHEAST OF A WITNESS POST SET AT THE POWER POLE GUY WIRE
 ED1418'ANCHOR.  IT IS A STANDARD BRASS DISK STAMPED 127-201 1975, SET
 ED1418'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW
 ED1418'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1418'STANDARD DISK STAMPED 127-201 1975, SET IN AN IRREGULAR MASS OF
 ED1418'CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF
 ED1418'THE GROUND.
 ED1418'
 ED1418'THE AZIMUTH MARK IS LOCATED 47.2 FEET SOUTHWEST OF THE CENTERLINE
 ED1418'OF PAVED COUNTY ROAD 180, 33.5 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1418'PAVED COUNTY ROAD 181, 95.4 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 ED1418'4.3 FEET EAST OF A POWER POLE, 90.1 FEET SOUTH-SOUTHWEST OF A 24
 ED1418'INCH OAK TREE ON THE NORTHEAST SIDE OF COUNTY ROAD 180, AND 3.4
 ED1418'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1418'127-201 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1418'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1396 ***********************************************************************
 ED1396  DESIGNATION -  BV 127 203
 ED1396  PID         -  ED1396
 ED1396  STATE/COUNTY-  GA/STEPHENS
 ED1396  USGS QUAD   -  AVALON (1985)
 ED1396
 ED1396                         *CURRENT SURVEY CONTROL
 ED1396  ___________________________________________________________________
 ED1396* NAD 83(1994)-  34 30 55.74098(N)    083 12 05.07899(W)     ADJUSTED  
 ED1396* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 ED1396  ___________________________________________________________________
 ED1396  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 ED1396  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 ED1396
 ED1396  HORZ ORDER  -  SECOND
 ED1396
 ED1396.The horizontal coordinates were established by classical geodetic methods
 ED1396.and adjusted by the National Geodetic Survey in September 1997..
 ED1396
 ED1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1396
 ED1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1396
 ED1396.The geoid height was determined by GEOID03.
 ED1396
 ED1396;                    North         East     Units Scale Factor Converg.
 ED1396;SPC GA E     -   501,165.183   104,994.326   MT  1.00001122   -0 35 10.9
 ED1396;SPC GA E     - 1,644,239.44    344,468.88   sFT  1.00001122   -0 35 10.9
 ED1396;UTM  17      - 3,821,514.532   297,922.773   MT  1.00010335   -1 14 52.1
 ED1396
 ED1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1396!SPC GA E     -   0.99996192  x   1.00001122  =   0.99997314
 ED1396!UTM  17      -   0.99996192  x   1.00010335  =   1.00006526
 ED1396
 ED1396:                Primary Azimuth Mark                     Grid Az
 ED1396:SPC GA E     -  BV 127 203 AZ MK                         341 54 20.0
 ED1396:UTM  17      -  BV 127 203 AZ MK                         342 34 01.2
 ED1396
 ED1396|---------------------------------------------------------------------|
 ED1396| PID    Reference Object                     Distance      Geod. Az  |
 ED1396|                                                           dddmmss.s |
 ED1396| ED2888 BV 127 203 AZ MK                                   3411909.1 |
 ED1396|---------------------------------------------------------------------|
 ED1396
 ED1396                          SUPERSEDED SURVEY CONTROL
 ED1396
 ED1396  NAD 83(1986)-  34 30 55.74942(N)    083 12 05.07972(W) AD(       ) 2
 ED1396  NAD 27      -  34 30 55.38539(N)    083 12 05.50829(W) AD(       ) 2
 ED1396  NGVD 29 (07/19/86)  273.1    (m)          896.     (f) VERT ANG       
 ED1396
 ED1396.Superseded values are not recommended for survey control.
 ED1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1396.See file dsdata.txt to determine how the superseded data were derived.
 ED1396
 ED1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9792321515(NAD 83)
 ED1396_MARKER: DD = SURVEY DISK
 ED1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1396
 ED1396  HISTORY     - Date     Condition        Report By
 ED1396  HISTORY     - 1975     MONUMENTED       GADT
 ED1396
 ED1396                          STATION DESCRIPTION
 ED1396
 ED1396'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1396'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTH-NORTHWEST OF
 ED1396'AVALON, 3-1/4 MILES EAST OF EASTANOLLEE, AND 8-3/4 MILES
 ED1396'EAST-SOUTHEAST OF TOCCOA ON COUNTY RIGHT OF WAY.
 ED1396'
 ED1396'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED1396'STATE ROUTE 328 IN AVALON, GO NORTHWESTERLY ALONG STATE ROUTE 17
 ED1396'FOR 0.5 MILE TO THE JUNCTION OF YOW MILL ROAD (COUNTY ROAD 16) TO
 ED1396'THE RIGHT AND AVALON ROAD (COUNTY ROAD 16) TO THE LEFT.  TURN
 ED1396'RIGHT, GOING NORTH ALONG YOW MILL ROAD FOR 0.7 MILE TO THE STATION
 ED1396'ON THE RIGHT.
 ED1396'
 ED1396'THE STATION IS LOCATED 34 FEET EAST-SOUTHEAST OF THE CENTERLINE
 ED1396'OF PAVED YOW MILL ROAD, 163.6 FEET NORTHEAST OF THE NORTHERNMOST
 ED1396'END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A FIELD ROAD
 ED1396'TO THE EAST, 73.0 FEET EAST-SOUTHEAST OF THE NORTHERNMOST PULL
 ED1396'POST OF A FENCELINE BRACE ON THE EAST SIDE OF THE ROAD, 107.0
 ED1396'FEET SOUTH-SOUTHEAST OF THE SOUTHERNMOST PULL POST OF ANOTHER
 ED1396'FENCELINE BRACE ON THE EAST SIDE OF THE ROAD, AND 3.0 FEET WEST
 ED1396'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED1396'127-203 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1396'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1396'IS A STANDARD DISK STAMPED 127-203 1975, SET IN AN IRREGULAR MASS
 ED1396'OF CONCRETE APPROXIMATELY 0.69 METER BELOW THE SURFACE OF
 ED1396'THE GROUND.
 ED1396'
 ED1396'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 ED1396'ALONG YOW MILL ROAD FOR 0.25 MILE TO THE JUNCTION OF A FIELD ROAD
 ED1396'WITH A METAL GATE TO THE LEFT AND THE MARK ON THE LEFT.  IT IS
 ED1396'LOCATED 166 FEET WEST OF THE CENTERLINE OF YOW MILL ROAD, 143.0
 ED1396'FEET WEST OF THE NORTHERN GATE POST OF THE GATE, 102.5 FEET EAST
 ED1396'OF THE EASTERN GATE POST OF A METAL GATE IN AN EAST-WEST
 ED1396'FENCELINE, AND 2.5 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT
 ED1396'THE EAST-WEST FENCELINE.  IT IS A STANDARD DISK STAMPED 127-203
 ED1396'1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1396'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1398 ***********************************************************************
 ED1398  DESIGNATION -  BV 127 204
 ED1398  PID         -  ED1398
 ED1398  STATE/COUNTY-  GA/STEPHENS
 ED1398  USGS QUAD   -  AVALON (1985)
 ED1398
 ED1398                         *CURRENT SURVEY CONTROL
 ED1398  ___________________________________________________________________
 ED1398* NAD 83(1994)-  34 36 30.74236(N)    083 13 19.31239(W)     ADJUSTED  
 ED1398* NAVD 88     -       203.     (meters)     666.     (feet)  VERTCON   
 ED1398  ___________________________________________________________________
 ED1398  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 ED1398  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 ED1398
 ED1398  HORZ ORDER  -  SECOND
 ED1398
 ED1398.The horizontal coordinates were established by classical geodetic methods
 ED1398.and adjusted by the National Geodetic Survey in September 1997..
 ED1398
 ED1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1398
 ED1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1398
 ED1398.The geoid height was determined by GEOID03.
 ED1398
 ED1398;                    North         East     Units Scale Factor Converg.
 ED1398;SPC GA E     -   511,507.286   103,208.852   MT  1.00001544   -0 35 58.0
 ED1398;SPC GA E     - 1,678,170.15    338,611.04   sFT  1.00001544   -0 35 58.0
 ED1398;UTM  17      - 3,831,877.556   296,256.794   MT  1.00011168   -1 15 44.9
 ED1398
 ED1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1398!SPC GA E     -   0.99997293  x   1.00001544  =   0.99998837
 ED1398!UTM  17      -   0.99997293  x   1.00011168  =   1.00008460
 ED1398
 ED1398|---------------------------------------------------------------------|
 ED1398| PID    Reference Object                     Distance      Geod. Az  |
 ED1398|                                                           dddmmss.s |
 ED1398| ED1397 BV 127 204 GADT 1975 PTA             20.720 METERS 08455     |
 ED1398| ED2889 BV 127 204 AZ MK                    APPROX. 0.5 KM 3270106.9 |
 ED1398|---------------------------------------------------------------------|
 ED1398
 ED1398                          SUPERSEDED SURVEY CONTROL
 ED1398
 ED1398  NAD 83(1986)-  34 36 30.75143(N)    083 13 19.31157(W) AD(       ) 2
 ED1398  NAD 27      -  34 36 30.40223(N)    083 13 19.73103(W) AD(       ) 2
 ED1398  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG       
 ED1398
 ED1398.Superseded values are not recommended for survey control.
 ED1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1398.See file dsdata.txt to determine how the superseded data were derived.
 ED1398
 ED1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9625731878(NAD 83)
 ED1398_MARKER: DD = SURVEY DISK
 ED1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1398_SP_SET: CONCRETE POST
 ED1398_STAMPING: B.V. 127-204 1975
 ED1398_MARK LOGO: GADT  
 ED1398_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1398+STABILITY: SURFACE MOTION
 ED1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1398+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 ED1398
 ED1398  HISTORY     - Date     Condition        Report By
 ED1398  HISTORY     - 1975     MONUMENTED       GADT
 ED1398  HISTORY     - 1975     GOOD             GADT
 ED1398  HISTORY     - 19920624 GOOD             SCGS
 ED1398
 ED1398                          STATION DESCRIPTION
 ED1398
 ED1398'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1398'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES NORTH-NORTHEAST OF
 ED1398'EASTANOLLEE, 6-3/4 MILES EAST-NORTHEAST OF TOCCOA, AND 7-1/2 MILES
 ED1398'NORTH-NORTHWEST OF AVALON.
 ED1398'
 ED1398'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1398'U.S. HIGHWAY 123 (STATE ROUTE 13) LOCATED APPROXIMATELY 3-1/2 MILES
 ED1398'EAST OF TOCCOA, GO EASTERLY ALONG U.S. HIGHWAY 123 (STATE ROUTE 13)
 ED1398'FOR 1.2 MILES TO THE JUNCTION OF COUNTY ROAD 92222 TO THE
 ED1398'RIGHT.  CONTINUE GOING EASTERLY ALONG U.S. HIGHWAY 123 FOR 1.7
 ED1398'MILES TO THE JUNCTION OF COUNTY ROAD 311 FORKING TO THE RIGHT.
 ED1398'TURN RIGHT, GOING EASTERLY ALONG COUNTY ROAD 311 FOR 0.4 MILE
 ED1398'TO THE STATION ON THE RIGHT.
 ED1398'
 ED1398'THE STATION IS LOCATED 92 FEET SOUTH OF THE CENTERLINE OF PAVED
 ED1398'COUNTY ROAD 311, 166.0 FEET WEST-SOUTHWEST OF A 12 INCH PINE TREE,
 ED1398'62.0 FEET NORTHEAST OF THE SOUTH-EASTERNMOST CORNER OF A WOMENS
 ED1398'RESTROOM, 21.5 FEET NORTH-NORTHEAST OF TWIN PINE TREES, AND 3.0
 ED1398'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1398'STAMPED 127-204 1975 SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1398'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1398'UNDERGROUND STATION IS A STANDARD DISK STAMPED 127-204 1975, SET
 ED1398'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.60 METER
 ED1398'BELOW THE SURFACE OF THE GROUND.
 ED1398'
 ED1398'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 123
 ED1398'(STATE ROUTE 13) AND COUNTY ROAD 311, GO NORTHEASTERLY ALONG
 ED1398'U.S. HIGHWAY 123, CROSSING THE STATE LINE INTO SOUTH CAROLINA, FOR
 ED1398'0.4 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 37 FEET NORTHWEST
 ED1398'OF THE CENTERLINE OF U.S. HIGHWAY 123, 40.5 FEET SOUTHWEST OF THE
 ED1398'CENTERLINE OF A SOUTH CAROLINA COUNTY PAVED ROAD, 71 FEET WEST
 ED1398'OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY
 ED1398'AND THE COUNTY PAVED ROAD, AND 3.0 FEET SOUTHEAST OF A WITNESS
 ED1398'POST.  IT IS A STANDARD DISK STAMPED 127-204 1975 AZMK, SET IN THE
 ED1398'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 ED1398'SURFACE OF THE GROUND.
 ED1398
 ED1398                          STATION RECOVERY (1975)
 ED1398
 ED1398'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 ED1398'RECOVERED IN GOOD CONDITION.
 ED1398
 ED1398                          STATION RECOVERY (1992)
 ED1398
 ED1398'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1398'SOUTHWEST OF WESTMINSTER. OWNERSHIP--STEPHENS COUNTY PARK. NOTE-HAS
 ED1398'LOCKED GATE AFTER HOURS.
 ED1398'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76, 123 (WEST
 ED1398'WINDSOR STREET) AND STATE ROAD 640 (PARK AVENUE) AT THE WEST EDGE OF
 ED1398'WESTMINSTER, GO WEST ON HIGHWAY 123 FOR 10.25 MILES TO THE JUNCTION OF
 ED1398'STATE ROAD 68 (RIVER ROAD), CONTINUE ON HIGHWAY 123 FOR 0.35 MILE TO A
 ED1398'PAVED ROAD LEFT, TURN LEFT ON THE PAVED ROAD (ENTERING STEPHENS
 ED1398'COUNTY PARK) FOR 0.45 MILE TO A BOAT RAMP LEFT AND A PARKING AREA
 ED1398'RIGHT AND THE STATION NEAR THE SOUTH CORNER OF THE PARKING AREA.
 ED1398'STATION IS A CONCRETE POST RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD,
 ED1398'92.2 FT SOUTH SOUTHEAST OF THE CENTER OF THE ROAD, 71.0 FEET
 ED1398'SOUTHEAST OF A SECURITY LIGHT POST, 29.3 FT EAST OF A 1.0 FOOT PINE
 ED1398'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 5.7 FT SOUTH OF THE
 ED1398'SOUTH CORNER OF CREOSOTE TIMBERS AT THE SOUTH CORNER OF A PAVED
 ED1398'PARKING AREA, 19.3 FT EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK
 ED1398'LEADING TO RESTROOMS, 1.5 FT NORTH NORTHWEST OF A WITNESS POST.
 ED1398'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1515 ***********************************************************************
 ED1515  DESIGNATION -  BV 127 205
 ED1515  PID         -  ED1515
 ED1515  STATE/COUNTY-  GA/STEPHENS
 ED1515  USGS QUAD   -  MARTIN (1981)
 ED1515
 ED1515                         *CURRENT SURVEY CONTROL
 ED1515  ___________________________________________________________________
 ED1515* NAD 83(1994)-  34 28 49.58493(N)    083 14 48.32661(W)     ADJUSTED  
 ED1515* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 ED1515  ___________________________________________________________________
 ED1515  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 ED1515  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 ED1515
 ED1515  HORZ ORDER  -  SECOND
 ED1515
 ED1515.The horizontal coordinates were established by classical geodetic methods
 ED1515.and adjusted by the National Geodetic Survey in September 1997..
 ED1515
 ED1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1515
 ED1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1515
 ED1515.The geoid height was determined by GEOID03.
 ED1515
 ED1515;                    North         East     Units Scale Factor Converg.
 ED1515;SPC GA E     -   497,321.461   100,789.120   MT  1.00002128   -0 36 41.5
 ED1515;SPC GA E     - 1,631,628.83    330,672.30   sFT  1.00002128   -0 36 41.5
 ED1515;UTM  17      - 3,817,719.219   293,673.079   MT  1.00012475   -1 16 20.6
 ED1515
 ED1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1515!SPC GA E     -   0.99996475  x   1.00002128  =   0.99998603
 ED1515!UTM  17      -   0.99996475  x   1.00012475  =   1.00008949
 ED1515
 ED1515:                Primary Azimuth Mark                     Grid Az
 ED1515:SPC GA E     -  DEFOOR                                   007 53 47.1
 ED1515:UTM  17      -  DEFOOR                                   008 33 26.2
 ED1515
 ED1515|---------------------------------------------------------------------|
 ED1515| PID    Reference Object                     Distance      Geod. Az  |
 ED1515|                                                           dddmmss.s |
 ED1515| ED1399 DEFOOR                              APPROX. 7.3 KM 0071705.6 |
 ED1515| ED1516 BV 127 205 GADT 1975 PTA             27.658 METERS 29052     |
 ED1515|---------------------------------------------------------------------|
 ED1515
 ED1515                          SUPERSEDED SURVEY CONTROL
 ED1515
 ED1515  NAD 83(1986)-  34 28 49.59336(N)    083 14 48.32708(W) AD(       ) 2
 ED1515  NAD 27      -  34 28 49.22789(N)    083 14 48.75597(W) AD(       ) 2
 ED1515  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 ED1515
 ED1515.Superseded values are not recommended for survey control.
 ED1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1515.See file dsdata.txt to determine how the superseded data were derived.
 ED1515
 ED1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9367317719(NAD 83)
 ED1515_MARKER: DD = SURVEY DISK
 ED1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1515
 ED1515  HISTORY     - Date     Condition        Report By
 ED1515  HISTORY     - 1975     MONUMENTED       GADT
 ED1515
 ED1515                          STATION DESCRIPTION
 ED1515
 ED1515'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1515'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF
 ED1515'AVALON, 3-1/2 MILES WEST OF MARTIN, AND 3-3/4 MILES SOUTH OF
 ED1515'EASTANOLLEE ON THE PROPERTY OF MR. FAIN HERRON.
 ED1515'
 ED1515'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 328 AND
 ED1515'STATE ROUTE 17 IN AVALON, GO NORTHWESTERLY ALONG STATE ROUTE 17
 ED1515'FOR 0.45 MILE TO THE JUNCTION OF AVALON ROAD TO THE LEFT (COUNTY
 ED1515'ROAD 16) AND YOW MILL ROAD (COUNTY ROAD 16) TO THE RIGHT.  TURN
 ED1515'LEFT, GOING SOUTH ALONG AVALON ROAD FOR 1.4 MILES TO THE JUNCTION
 ED1515'OF COUNTY ROAD 28 FORKING TO THE LEFT.  CONTINUE GOING WEST
 ED1515'ALONG AVALON ROAD (COUNTY ROAD 16 POSTED CLARKS CREEK ROAD) FOR
 ED1515'1.3 MILES TO THE JUNCTION OF EASTANOLLEE ROAD (COUNTY ROAD
 ED1515'193) TO THE RIGHT.  TURN LEFT, GOING SOUTHWESTERLY ALONG
 ED1515'AVALON ROAD FOR 0.7 MILE TO ITS TERMINATION AT THE JUNCTION OF
 ED1515'STATE ROUTE 145 CROSSING.  TURN RIGHT, GOING WEST ALONG STATE
 ED1515'ROUTE 145 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 ED1515'
 ED1515'THE STATION IS LOCATED 132 FEET NORTH OF THE CENTERLINE OF
 ED1515'STATE ROUTE 145, 5.0 FEET SOUTH-SOUTHWEST OF A FENCELINE, 18.7
 ED1515'FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCELINE, 49.3
 ED1515'FEET NORTHWEST OF THE NORTHWEST CORNER OF HERRONS GAS AND GROCERY
 ED1515'STORE BUILDING, 58.0 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 ED1515'OF THE BUILDING, AND 3.5 FEET WEST-NORTHWEST OF A WITNESS POST.
 ED1515'IT IS A STANDARD BRASS DISK STAMPED 127-205 1975, SET IN THE TOP
 ED1515'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE
 ED1515'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1515'DISK STAMPED 127-205 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1515'APPROXIMATELY 0.69 METER BELOW THE SURFACE OF THE GROUND.
 ED1515'
 ED1515'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG
 ED1515'STATE ROUTE 145 FOR 0.1 MILE TO THE MARK ON THE RIGHT.  IT IS
 ED1515'LOCATED 28.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE
 ED1515'145, 121.0 FEET NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 ED1515'ON THE SOUTH SIDE OF THE HIGHWAY, 124.0 FEET EAST-NORTHEAST OF A
 ED1515'20 INCH PINE TREE JUST NORTH OF A 24 INCH PINE TREE ON THE SOUTH
 ED1515'SIDE OF THE ROAD, 3.8 FEET EAST OF A POWER POLE WITH
 ED1515'UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER 42 ATTACHED, AND
 ED1515'2.8 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A
 ED1515'STANDARD DISK STAMPED 127-205 1975 AZMK, SET IN THE TOP OF A 10
 ED1515'INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 ED1515'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1410 ***********************************************************************
 ED1410  DESIGNATION -  BV 127 206
 ED1410  PID         -  ED1410
 ED1410  STATE/COUNTY-  GA/STEPHENS
 ED1410  USGS QUAD   -  TOCCOA (1964)
 ED1410
 ED1410                         *CURRENT SURVEY CONTROL
 ED1410  ___________________________________________________________________
 ED1410* NAD 83(1994)-  34 31 33.33882(N)    083 17 09.17636(W)     ADJUSTED  
 ED1410* NAVD 88     -       295.     (meters)     968.     (feet)  VERTCON   
 ED1410  ___________________________________________________________________
 ED1410  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 ED1410  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 ED1410
 ED1410  HORZ ORDER  -  SECOND
 ED1410
 ED1410.The horizontal coordinates were established by classical geodetic methods
 ED1410.and adjusted by the National Geodetic Survey in September 1997..
 ED1410
 ED1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1410
 ED1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1410
 ED1410.The geoid height was determined by GEOID03.
 ED1410
 ED1410;                    North         East     Units Scale Factor Converg.
 ED1410;SPC GA E     -   502,406.321    97,251.007   MT  1.00003009   -0 38 03.9
 ED1410;SPC GA E     - 1,648,311.40    319,064.35   sFT  1.00003009   -0 38 03.9
 ED1410;UTM  17      - 3,822,845.128   290,193.511   MT  1.00014260   -1 17 45.8
 ED1410
 ED1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1410!SPC GA E     -   0.99995846  x   1.00003009  =   0.99998855
 ED1410!UTM  17      -   0.99995846  x   1.00014260  =   1.00010106
 ED1410
 ED1410:                Primary Azimuth Mark                     Grid Az
 ED1410:SPC GA E     -  BV 127 206 AZ MK                         029 11 19.9
 ED1410:UTM  17      -  BV 127 206 AZ MK                         029 51 01.8
 ED1410
 ED1410|---------------------------------------------------------------------|
 ED1410| PID    Reference Object                     Distance      Geod. Az  |
 ED1410|                                                           dddmmss.s |
 ED1410| ED2891 BV 127 206 AZ MK                                   0283316.0 |
 ED1410| ED1409 BV 127 206 GADT 1975 PTA             26.984 METERS 15239     |
 ED1410|---------------------------------------------------------------------|
 ED1410
 ED1410                          SUPERSEDED SURVEY CONTROL
 ED1410
 ED1410  NAD 83(1986)-  34 31 33.34706(N)    083 17 09.17696(W) AD(       ) 2
 ED1410  NAD 27      -  34 31 32.98695(N)    083 17 09.59886(W) AD(       ) 2
 ED1410  NGVD 29 (07/19/86)  295.     (m)          968.     (f) VERT ANG       
 ED1410
 ED1410.Superseded values are not recommended for survey control.
 ED1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1410.See file dsdata.txt to determine how the superseded data were derived.
 ED1410
 ED1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9019422845(NAD 83)
 ED1410_MARKER: DD = SURVEY DISK
 ED1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1410
 ED1410  HISTORY     - Date     Condition        Report By
 ED1410  HISTORY     - 1975     MONUMENTED       GADT
 ED1410
 ED1410                          STATION DESCRIPTION
 ED1410
 ED1410'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1410'THE STATION IS LOCATED APPROXIMATELY 2 MILES WEST OF EASTANOLLEE,
 ED1410'4-1/2 MILES SOUTHEAST OF TOCCOA, AND 5-1/2 MILES WEST-NORTHWEST
 ED1410'OF AVALON ON THE PROPERTY OF THE LIBERTY HILL BAPTIST CHURCH.
 ED1410'
 ED1410'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 106 AND
 ED1410'STATE ROUTE 145, LOCATED APPROXIMATELY 1-3/4 MILES SOUTH OF TOCCOA,
 ED1410'GO SOUTHEASTERLY ALONG STATE ROUTE 145 FOR 1.6 MILES TO THE
 ED1410'JUNCTION OF THE SOUTHERN RAILWAY CROSSING.  CONTINUE GOING
 ED1410'SOUTHEASTERLY ALONG STATE ROUTE 145 FOR 1.3 MILES TO THE
 ED1410'JUNCTION OF WOLF PITT ROAD (COUNTY ROAD 193) TO THE LEFT.
 ED1410'CONTINUE GOING SOUTH ALONG STATE ROUTE 145 FOR 0.5 MILE TO THE
 ED1410'STATION ON THE RIGHT.
 ED1410'
 ED1410'THE STATION IS LOCATED 26 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1410'STATE ROUTE 145, 87.0 FEET SOUTHEAST OF A 24 INCH HICKORY TREE,
 ED1410'75.0 FEET EAST-SOUTHEAST OF A POWER POLE, 75.0 FEET NORTH OF THE
 ED1410'NORTHEAST CORNER OF THE BUILDING OF THE LIBERTY BAPTIST CHURCH,
 ED1410'AND 8.5 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 ED1410'BRASS DISK STAMPED 127-206 1975, SET IN THE TOP OF A 10 INCH
 ED1410'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1410'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 127-206 1975,
 ED1410'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70
 ED1410'METER BELOW THE SURFACE OF THE GROUND.
 ED1410'
 ED1410'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF WOLF PITT ROAD
 ED1410'AND STATE ROUTE 145, GO SOUTHEAST ALONG WOLF PITT ROAD FOR 0.05
 ED1410'MILE TO THE JUNCTION OF MEADOW BROOK DRIVE (COUNTY ROAD 192) TO THE
 ED1410'LEFT.  TURN LEFT, GOING NORTH ALONG MEADOW BROOK DRIVE FOR 0.2
 ED1410'MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 26 FEET
 ED1410'WEST-NORTHWEST OF THE CENTERLINE OF MEADOW BROOK DRIVE, 167.0
 ED1410'FEET SOUTH-SOUTHWEST OF A POWER POLE, 111.0 FEET NORTHWEST OF A
 ED1410'POWER POLE ON THE EAST SIDE OF THE ROAD, AND 3.0 FEET EAST OF A
 ED1410'WITNESS POST.  IT IS A STANDARD DISK STAMPED 127-206 1975
 ED1410'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1410'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1415 ***********************************************************************
 ED1415  DESIGNATION -  BV 127 207
 ED1415  PID         -  ED1415
 ED1415  STATE/COUNTY-  GA/STEPHENS
 ED1415  USGS QUAD   -  TOCCOA (1964)
 ED1415
 ED1415                         *CURRENT SURVEY CONTROL
 ED1415  ___________________________________________________________________
 ED1415* NAD 83(1994)-  34 33 16.97404(N)    083 19 21.44640(W)     ADJUSTED  
 ED1415* NAVD 88     -       304.     (meters)     997.     (feet)  VERTCON   
 ED1415  ___________________________________________________________________
 ED1415  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 ED1415  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 ED1415
 ED1415  HORZ ORDER  -  SECOND
 ED1415
 ED1415.The horizontal coordinates were established by classical geodetic methods
 ED1415.and adjusted by the National Geodetic Survey in September 1997..
 ED1415
 ED1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1415
 ED1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1415
 ED1415.The geoid height was determined by GEOID03.
 ED1415
 ED1415;                    North         East     Units Scale Factor Converg.
 ED1415;SPC GA E     -   505,637.667    93,914.329   MT  1.00003867   -0 39 20.6
 ED1415;SPC GA E     - 1,658,912.91    308,117.26   sFT  1.00003867   -0 39 20.6
 ED1415;UTM  17      - 3,826,115.186   286,893.999   MT  1.00015980   -1 19 04.3
 ED1415
 ED1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1415!SPC GA E     -   0.99995704  x   1.00003867  =   0.99999570
 ED1415!UTM  17      -   0.99995704  x   1.00015980  =   1.00011683
 ED1415
 ED1415|---------------------------------------------------------------------|
 ED1415| PID    Reference Object                     Distance      Geod. Az  |
 ED1415|                                                           dddmmss.s |
 ED1415| ED1414 BV 127 207 GADT 1975 PTA             10.413 METERS 00434     |
 ED1415| ED2892 BV 127 207 AZ MK                                   1350122.4 |
 ED1415| ED1422 CURRAHEE MTN ATT MICROWAVE          APPROX. 5.7 KM 2392313.0 |
 ED1415| ED1430 CURRAHEE MTN LOT                    APPROX. 5.7 KM 2395532.0 |
 ED1415|---------------------------------------------------------------------|
 ED1415
 ED1415                          SUPERSEDED SURVEY CONTROL
 ED1415
 ED1415  NAD 83(1986)-  34 33 16.98298(N)    083 19 21.44725(W) AD(       ) 2
 ED1415  NAD 27      -  34 33 16.62646(N)    083 19 21.85468(W) AD(       ) 2
 ED1415  NGVD 29 (07/19/86)  304.     (m)          997.     (f) VERT ANG       
 ED1415
 ED1415.Superseded values are not recommended for survey control.
 ED1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1415.See file dsdata.txt to determine how the superseded data were derived.
 ED1415
 ED1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8689426115(NAD 83)
 ED1415_MARKER: DD = SURVEY DISK
 ED1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1415
 ED1415  HISTORY     - Date     Condition        Report By
 ED1415  HISTORY     - 1975     MONUMENTED       GADT
 ED1415
 ED1415                          STATION DESCRIPTION
 ED1415
 ED1415'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1415'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH-SOUTHEAST
 ED1415'OF TOCCOA, 2-3/4 MILES EAST-NORTHEAST OF BOYDVILLE, AND 4-1/2
 ED1415'MILES NORTHWEST OF EASTANOLLEE ON THE PROPERTY OF THE SOUTHERN
 ED1415'RAILWAY COMPANY.
 ED1415'
 ED1415'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 123
 ED1415'(STATE ROUTE 17), STATE ROUTE 184, AND STATE ROUTE 106 IN TOCCOA,
 ED1415'GO SOUTH ALONG STATE ROUTE 106 FOR 0.8 MILE TO THE JUNCTION OF
 ED1415'THE SOUTHERN RAILWAY CROSSING.  CONTINUE GOING SOUTHEASTERLY ALONG
 ED1415'STATE ROUTE 106 FOR 0.95 MILE TO THE JUNCTION OF COUNTY ROAD 244
 ED1415'CROSSING.  TURN LEFT, GOING NORTHEASTERLY CROSSING THE SOUTHERN
 ED1415'RAILWAY ALONG COUNTY ROAD 244 FOR APPROXIMATELY 150 FEET TO ITS
 ED1415'TERMINATION AT THE JUNCTION OF COUNTY ROAD 209 CROSSING.  TURN
 ED1415'RIGHT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 209 FOR
 ED1415'APPROXIMATELY 50 FEET TO THE STATION ON THE LEFT.
 ED1415'
 ED1415'THE STATION IS LOCATED 25 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1415'OF COUNTY ROAD 209, 87.3 FEET SOUTH-SOUTHEAST OF A 7 INCH
 ED1415'PERSIMMON TREE, 45.5 FEET WEST OF THE SOUTHERNMOST CORNER OF A
 ED1415'FENCE, 37.6 FEET WEST OF A POWER POLE, 67.3 FEET NORTHWEST OF
 ED1415'ANOTHER POWER POLE, AND 3.4 FEET EAST-NORTHEAST OF A WITNESS
 ED1415'POST.  IT IS A STANDARD BRASS DISK STAMPED 127-207 1975, SET IN
 ED1415'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1415'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1415'STAMPED 127-207 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1415'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1415'
 ED1415'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 106
 ED1415'AND COUNTY ROAD 244, GO SOUTHEASTERLY ALONG STATE ROUTE 106 FOR
 ED1415'0.05 MILE TO THE JUNCTION OF STATE ROUTE 145 FORKING TO THE
 ED1415'LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG STATE ROUTE 145 FOR
 ED1415'0.15 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED 36.5 FEET
 ED1415'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 145, 55.4 FEET
 ED1415'WEST-SOUTHWEST OF THE SOUTHERNMOST CORNER OF THE MARTINS CASH
 ED1415'AND CARRY BUILDING, 65.6 FEET SOUTH OF THE WESTERNMOST CORNER
 ED1415'OF A CONCRETE PLATFORM FOR THE LOADING AND UNLOADING OF
 ED1415'VEHICLES FOR MARTINS CASH AND CARRY, 26.8 FEET SOUTHWEST OF THE
 ED1415'FAR RAIL OF THE SOUTHERN RAILWAY, AND 2.2 FEET SOUTHWEST OF A
 ED1415'WITNESS POST.  IT IS A STANDARD DISK STAMPED 127-207 1975 AZMK,
 ED1415'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 ED1415'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1615 ***********************************************************************
 ED1615  DESIGNATION -  BV 127 208
 ED1615  PID         -  ED1615
 ED1615  STATE/COUNTY-  GA/STEPHENS
 ED1615  USGS QUAD   -  RED HILL (1964)
 ED1615
 ED1615                         *CURRENT SURVEY CONTROL
 ED1615  ___________________________________________________________________
 ED1615* NAD 83(1994)-  34 29 48.05531(N)    083 19 33.20341(W)     ADJUSTED  
 ED1615* NAVD 88     -       273.     (meters)     896.     (feet)  VERTCON   
 ED1615  ___________________________________________________________________
 ED1615  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 ED1615  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 ED1615
 ED1615  HORZ ORDER  -  SECOND
 ED1615
 ED1615.The horizontal coordinates were established by classical geodetic methods
 ED1615.and adjusted by the National Geodetic Survey in September 1997..
 ED1615
 ED1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1615
 ED1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1615
 ED1615.The geoid height was determined by GEOID03.
 ED1615
 ED1615;                    North         East     Units Scale Factor Converg.
 ED1615;SPC GA E     -   499,203.561    93,540.769   MT  1.00003965   -0 39 23.8
 ED1615;SPC GA E     - 1,637,803.68    306,891.67   sFT  1.00003965   -0 39 23.8
 ED1615;UTM  17      - 3,819,685.040   286,446.107   MT  1.00016216   -1 19 04.0
 ED1615
 ED1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1615!SPC GA E     -   0.99996190  x   1.00003965  =   1.00000155
 ED1615!UTM  17      -   0.99996190  x   1.00016216  =   1.00012406
 ED1615
 ED1615:                Primary Azimuth Mark                     Grid Az
 ED1615:SPC GA E     -  BV 127 208 AZ MK                         061 50 09.3
 ED1615:UTM  17      -  BV 127 208 AZ MK                         062 29 49.5
 ED1615
 ED1615|---------------------------------------------------------------------|
 ED1615| PID    Reference Object                     Distance      Geod. Az  |
 ED1615|                                                           dddmmss.s |
 ED1615| ED2893 BV 127 208 AZ MK                                   0611045.5 |
 ED1615| ED1616 BV 127 208 GADT 1975 PTA             23.638 METERS 27646     |
 ED1615| ED1422 CURRAHEE MTN ATT MICROWAVE          APPROX. 5.8 KM 3074252.8 |
 ED1615| ED1430 CURRAHEE MTN LOT                    APPROX. 5.8 KM 3080919.4 |
 ED1615|---------------------------------------------------------------------|
 ED1615
 ED1615                          SUPERSEDED SURVEY CONTROL
 ED1615
 ED1615  NAD 83(1986)-  34 29 48.06410(N)    083 19 33.20390(W) AD(       ) 2
 ED1615  NAD 27      -  34 29 47.70275(N)    083 19 33.61403(W) AD(       ) 2
 ED1615  NGVD 29 (07/19/86)  273.     (m)          896.     (f) VERT ANG       
 ED1615
 ED1615.Superseded values are not recommended for survey control.
 ED1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1615.See file dsdata.txt to determine how the superseded data were derived.
 ED1615
 ED1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8644619685(NAD 83)
 ED1615_MARKER: DD = SURVEY DISK
 ED1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1615
 ED1615  HISTORY     - Date     Condition        Report By
 ED1615  HISTORY     - 1975     MONUMENTED       GADT
 ED1615
 ED1615                          STATION DESCRIPTION
 ED1615
 ED1615'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1615'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES SOUTHEAST OF
 ED1615'BOYDVILLE, 7-1/2 MILES WEST OF AVALON, AND 10 MILES NORTH-NORTHWEST
 ED1615'OF CLARKSVILLE ON COUNTY RIGHT OF WAY.
 ED1615'
 ED1615'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 320 AND
 ED1615'STATE ROUTE 106, LOCATED APPROXIMATELY 8-1/4 MILES WEST-SOUTHWEST
 ED1615'OF AVALON, GO NORTH ALONG STATE ROUTE 106 FOR 2.3 MILES TO THE
 ED1615'JUNCTION OF RACE TRACK ROAD (COUNTY ROAD 265) TO THE RIGHT.  TURN
 ED1615'RIGHT, GOING EASTERLY ALONG RACE TRACK ROAD FOR 0.2 MILE TO THE
 ED1615'JUNCTION OF COUNTY ROAD 267 FORKING TO THE RIGHT.  TURN RIGHT,
 ED1615'GOING SOUTHEAST ALONG COUNTY ROAD 267 FOR 0.3 MILE TO THE
 ED1615'STATION ON THE LEFT.
 ED1615'
 ED1615'THE STATION IS LOCATED 24 FEET EAST OF THE CENTERLINE OF COUNTY
 ED1615'ROAD 267, 53.0 FEET SOUTH OF A 5 INCH OAK TREE, 14.0 FEET NORTH
 ED1615'OF A 5 INCH PINE TREE, AND 3.0 FEET WEST OF A WITNESS POST.  IT
 ED1615'IS A STANDARD BRASS DISK STAMPED 127-208 1975, SET IN THE TOP OF
 ED1615'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1615'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1615'127-208 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1615'APPROXIMATELY 0.63 METER BELOW THE SURFACE OF THE GROUND.
 ED1615'
 ED1615'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 267
 ED1615'AND RACE TRACK ROAD, GO EASTERLY ALONG RACE TRACK ROAD FOR 0.4
 ED1615'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 29 FEET SOUTH OF
 ED1615'THE CENTERLINE OF RACE TRACK ROAD, 133.0 FEET SOUTH-SOUTHWEST OF
 ED1615'A 25 INCH WHITE OAK ON THE WEST SIDE OF A DRIVEWAY TO THE NORTH,
 ED1615'32.0 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF THE
 ED1615'CENTERLINES OF THE ROAD AND THE DRIVEWAY, 9.0 FEET NORTHEAST OF
 ED1615'A POWER POLE, AND 3.0 FEET NORTH OF A WITNESS POST.  IT IS A
 ED1615'STANDARD DISK STAMPED 127-208 1975 AZMK, SET IN THE TOP OF A
 ED1615'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1615'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1395 ***********************************************************************
 ED1395  DESIGNATION -  BV 127 209
 ED1395  PID         -  ED1395
 ED1395  STATE/COUNTY-  GA/STEPHENS
 ED1395  USGS QUAD   -  AVALON (1985)
 ED1395
 ED1395                         *CURRENT SURVEY CONTROL
 ED1395  ___________________________________________________________________
 ED1395* NAD 83(1994)-  34 32 22.78462(N)    083 08 57.52714(W)     ADJUSTED  
 ED1395* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 ED1395  ___________________________________________________________________
 ED1395  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 ED1395  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 ED1395
 ED1395  HORZ ORDER  -  SECOND
 ED1395
 ED1395.The horizontal coordinates were established by classical geodetic methods
 ED1395.and adjusted by the National Geodetic Survey in September 1997..
 ED1395
 ED1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1395
 ED1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1395
 ED1395.The geoid height was determined by GEOID03.
 ED1395
 ED1395;                    North         East     Units Scale Factor Converg.
 ED1395;SPC GA E     -   503,799.534   109,803.960   MT  1.00000024   -0 33 25.8
 ED1395;SPC GA E     - 1,652,882.30    360,248.49   sFT  1.00000024   -0 33 25.8
 ED1395;UTM  17      - 3,824,093.389   302,762.922   MT  1.00007953   -1 13 08.4
 ED1395
 ED1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1395!SPC GA E     -   0.99996320  x   1.00000024  =   0.99996344
 ED1395!UTM  17      -   0.99996320  x   1.00007953  =   1.00004273
 ED1395
 ED1395:                Primary Azimuth Mark                     Grid Az
 ED1395:SPC GA E     -  BV 127 209 AZ MK                         066 29 49.6
 ED1395:UTM  17      -  BV 127 209 AZ MK                         067 09 32.2
 ED1395
 ED1395|---------------------------------------------------------------------|
 ED1395| PID    Reference Object                     Distance      Geod. Az  |
 ED1395|                                                           dddmmss.s |
 ED1395| ED2894 BV 127 209 AZ MK                                   0655623.8 |
 ED1395| ED1394 BV 127 209 GADT 1975 PTA             20.081 METERS 11703     |
 ED1395| ED1469 LAVONIA SIBLEY MILL TANK            APPROX.11.1 KM 1484423.9 |
 ED1395|---------------------------------------------------------------------|
 ED1395
 ED1395                          SUPERSEDED SURVEY CONTROL
 ED1395
 ED1395  NAD 83(1986)-  34 32 22.79261(N)    083 08 57.52710(W) AD(       ) 2
 ED1395  NAD 27      -  34 32 22.43058(N)    083 08 57.97530(W) AD(       ) 2
 ED1395  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 ED1395
 ED1395.Superseded values are not recommended for survey control.
 ED1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1395.See file dsdata.txt to determine how the superseded data were derived.
 ED1395
 ED1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0276324093(NAD 83)
 ED1395_MARKER: DD = SURVEY DISK
 ED1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1395_SP_SET: CONCRETE POST
 ED1395_STAMPING: B.V. 127-209 1975
 ED1395_MARK LOGO: GADT  
 ED1395_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ED1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1395+STABILITY: SURFACE MOTION
 ED1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1395+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 ED1395
 ED1395  HISTORY     - Date     Condition        Report By
 ED1395  HISTORY     - 1975     MONUMENTED       GADT
 ED1395  HISTORY     - 1975     GOOD             GADT
 ED1395  HISTORY     - 19920624 GOOD             SCGS
 ED1395
 ED1395                          STATION DESCRIPTION
 ED1395
 ED1395'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1395'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHEAST OF
 ED1395'AVALON, 4 MILES NORTH-NORTHEAST OF MARTIN, AND 6-1/4 MILES
 ED1395'EAST-NORTHEAST OF EASTANOLLEE ON THE PROPERTY OF MR. TONY SMITH.
 ED1395'
 ED1395'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND STATE
 ED1395'ROUTE 328 IN AVALON, GO EASTERLY ALONG STATE ROUTE 328 FOR 1.7
 ED1395'MILES TO THE JUNCTION OF STATE ROUTE 326 TO THE LEFT.  TURN LEFT,
 ED1395'GOING NORTH ALONG STATE ROUTE 326 FOR 1.75 MILES TO THE NORTH END
 ED1395'OF A BRIDGE OVER EASTANOLLEE CREEK.  CONTINUE GOING NORTH ALONG
 ED1395'STATE ROUTE 326 FOR 0.9 MILE TO THE JUNCTION OF COUNTY ROAD 47
 ED1395'(BRUCE ROAD) FORKING TO THE RIGHT.  TURN RIGHT, GOING
 ED1395'NORTHEASTERLY ALONG BRUCE ROAD FOR 0.65 MILE TO THE JUNCTION OF
 ED1395'DIRT COUNTY ROAD 48 FORKING TO THE RIGHT.  TURN RIGHT, GOING
 ED1395'EAST ALONG COUNTY ROAD 48 FOR 0.2 MILE TO THE STATION ON THE
 ED1395'RIGHT.
 ED1395'
 ED1395'THE STATION IS LOCATED 18.5 FEET SOUTH OF THE CENTERLINE OF
 ED1395'COUNTY ROAD 48, 122.3 FEET EAST OF THE EASTERNMOST END OF AN 18
 ED1395'INCH CONCRETE PIPE SIDE DRAIN, 117.2 FEET WEST-SOUTHWEST OF A 4
 ED1395'INCH PINE TREE, 43.0 FEET EAST-NORTHEAST OF A 4 INCH MAGNOLIA
 ED1395'TREE, 31.0 FEET EAST-NORTHEAST OF AN 18 INCH FORKED PINE TREE,
 ED1395'THE NORTHERNMOST ONE OF A ROW OF PINE TREES TO THE SOUTH, AND
 ED1395'2.0 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 ED1395'STANDARD BRASS DISK STAMPED 127-209 1975, SET IN THE TOP OF
 ED1395'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1395'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1395'STAMPED 127-209 1975, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1395'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1395'
 ED1395'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 ED1395'ALONG COUNTY ROAD 48 TO ITS TERMINATION AT THE JUNCTION OF SEVEN
 ED1395'FORKS VALLEY ROAD (COUNTY ROAD 304) CROSSING.  TURN RIGHT, GOING
 ED1395'NORTHEAST ALONG SEVEN FORKS VALLEY ROAD FOR 0.1 MILE TO THE MARK
 ED1395'ON THE LEFT.  IT IS LOCATED 30 FEET NORTH-NORTHWEST OF THE
 ED1395'CENTERLINE OF SEVEN FORKS VALLEY ROAD, 14.0 FEET NORTH-NORTHEAST
 ED1395'OF THE EASTERNMOST END OF A PIPE SIDE DRAIN UNDER A DRIVEWAY TO
 ED1395'A HOUSE TRAILER TO THE NORTH, 36.7 FEET NORTHEAST OF THE
 ED1395'WESTERNMOST END OF THE SIDE DRAIN PIPE, 104.3 FEET EAST-NORTHEAST
 ED1395'OF A POWER POLE NEAR THE SOUTH CORNER OF A FENCE, 6.8 FEET
 ED1395'SOUTH-SOUTHEAST OF A BARBED WIRE FENCELINE, AND 2.5 FEET
 ED1395'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1395'STAMPED 127-209 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1395'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1395
 ED1395                          STATION RECOVERY (1975)
 ED1395
 ED1395'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 ED1395'RECOVERED IN GOOD CONDITION.
 ED1395
 ED1395                          STATION RECOVERY (1992)
 ED1395
 ED1395'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 ED1395'STATION IS LOCATED 3.7 MILES NORTHEAST AVALON, GEORGIA.
 ED1395'OWNERSHIP--RIGHT OF WAY.
 ED1395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 328 IN
 ED1395'AVALON, GEORGIA, GO EAST ON HIGHWAY 328 FOR 1.65 MILES TO BROOKHAVEN
 ED1395'CIRCLE LEFT, TURN LEFT ON BROOKHAVEN CIRCLE FOR 2.6 MILES TO BRUCE
 ED1395'ROAD RIGHT, TURN RIGHT ON BRUCE ROAD FOR 0.65 MILE TO A GRAVEL ROAD
 ED1395'RIGHT, TURN RIGHT ON THE GRAVEL ROAD FOR 0.15 MILE TO A DRIVEWAY RIGHT
 ED1395'LEADING TO A HOUSE AND GARAGE AND THE STATION IN THE SOUTHEAST ANGLE.
 ED1395'STATION IS A CONCRETE POST RECESSED 0.1 FOOT AND 4.0 FT ABOVE THE
 ED1395'DIRT/GRAVEL ROAD, 20.0 FT SOUTH OF THE CENTER OF THE DIRT/GRAVEL
 ED1395'ROAD, 11.0 FT SOUTHEAST OF THE EAST END OF A 1.4 FOOT METAL CULVERT
 ED1395'BENEATH THE DRIVEWAY, 14.8 FT WEST NORTHWEST OF A 1.0 FOOT PINE
 ED1395'TREE, 43.0 FT EAST NORTHEAST OF A 1.1 FOOT MAGNOLIA TREE, 70.8 FEET
 ED1395'NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY WOODEN HOUSE, 1.9
 ED1395'FT NORTH OF A WITNESS POST.
 ED1395'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION BV 127 209 AZ MK.
 ED1395'RECOVERED BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1868 ***********************************************************************
 CM1868  DESIGNATION -  BV 128 200 GAHD 1973
 CM1868  PID         -  CM1868
 CM1868  STATE/COUNTY-  GA/STEWART
 CM1868  USGS QUAD   -  BROOKLYN (1973)
 CM1868
 CM1868                         *CURRENT SURVEY CONTROL
 CM1868  ___________________________________________________________________
 CM1868* NAD 83(1994)-  32 13 18.66597(N)    084 42 38.19289(W)     ADJUSTED  
 CM1868* NAVD 88     -       189.2    (meters)     621.     (feet)  VERTCON   
 CM1868  ___________________________________________________________________
 CM1868  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CM1868  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CM1868
 CM1868  HORZ ORDER  -  SECOND
 CM1868
 CM1868.The horizontal coordinates were established by classical geodetic methods
 CM1868.and adjusted by the National Geodetic Survey in September 1997..
 CM1868
 CM1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1868
 CM1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1868
 CM1868.The geoid height was determined by GEOID03.
 CM1868
 CM1868;                    North         East     Units Scale Factor Converg.
 CM1868;SPC GA W     -   246,445.022   648,730.106   MT  0.99993241   -0 17 24.1
 CM1868;SPC GA W     -   808,545.04  2,128,375.36   sFT  0.99993241   -0 17 24.1
 CM1868;UTM  16      - 3,567,325.739   715,747.853   MT  1.00017405   +1 13 16.2
 CM1868
 CM1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1868!SPC GA W     -   0.99997440  x   0.99993241  =   0.99990681
 CM1868!UTM  16      -   0.99997440  x   1.00017405  =   1.00014845
 CM1868
 CM1868:                Primary Azimuth Mark                     Grid Az
 CM1868:SPC GA W     -  RENFROE RESET                            026 53 05.7
 CM1868:UTM  16      -  RENFROE RESET                            025 22 25.4
 CM1868
 CM1868|---------------------------------------------------------------------|
 CM1868| PID    Reference Object                     Distance      Geod. Az  |
 CM1868|                                                           dddmmss.s |
 CM1868| CM1852 RENFROE RESET                       APPROX. 1.0 KM 0263541.6 |
 CM1868| CM1871 BROOKLYN S GA GAS MICROWAVE         APPROX. 4.0 KM 1630603.2 |
 CM1868|---------------------------------------------------------------------|
 CM1868
 CM1868                          SUPERSEDED SURVEY CONTROL
 CM1868
 CM1868  NAD 83(1994)-  32 13 18.67092(N)    084 42 38.19232(W) AD(       ) 2
 CM1868  NAD 83(1986)-  32 13 18.67089(N)    084 42 38.19249(W) AD(       ) 2
 CM1868  NAD 27      -  32 13 18.12276(N)    084 42 38.47713(W) AD(       ) 2
 CM1868  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 CM1868
 CM1868.Superseded values are not recommended for survey control.
 CM1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1868.See file dsdata.txt to determine how the superseded data were derived.
 CM1868
 CM1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1574867326(NAD 83)
 CM1868_MARKER: DD = SURVEY DISK
 CM1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1868+STABILITY: SURFACE MOTION
 CM1868
 CM1868  HISTORY     - Date     Condition        Report By
 CM1868  HISTORY     - 1972     MONUMENTED       GADT
 CM1868
 CM1868                          STATION DESCRIPTION
 CM1868
 CM1868'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (RS)
 CM1868'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE SOUTHEAST OF RENFROE,
 CM1868'6.7 MILES SOUTHEAST OF CUSSETA, AND 9.3 MILES NORTHWEST OF RICHLAND.
 CM1868'
 CM1868'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 55
 CM1868'IN RICHLAND, GO NORTH ON GA. 55 FOR 10.37 MILES TO THE STATION
 CM1868'ON THE RIGHT BETWEEN THE SEABOARD AIR LINE RAILROAD AND GA. 55
 CM1868'AND ON GA. 55 RIGHT-OF-WAY.
 CM1868'
 CM1868'STATION MARKS ARE STANDARD DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1868'STAMPED 128-200.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH
 CM1868'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CM1868'IS 59.70 FEET WEST OF THE CENTERLINE OF THE NEAREST TRACKS, 50.0
 CM1868'FEET EAST OF THE CENTERLINE OF GA. 55, 3.15 FEET SOUTH OF A
 CM1868'TELEGRAPH POLE, AND 171.20 FEET NORTH OF A POWER POLE.  THE
 CM1868'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.55
 CM1868'FEET BELOW THE SURFACE MARK.
 CM1868'
 CM1868'HEIGHT OF LIGHT ABOVE STATION MARK 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1867 ***********************************************************************
 CM1867  DESIGNATION -  BV 128 201
 CM1867  PID         -  CM1867
 CM1867  STATE/COUNTY-  GA/STEWART
 CM1867  USGS QUAD   -  BROOKLYN (1973)
 CM1867
 CM1867                         *CURRENT SURVEY CONTROL
 CM1867  ___________________________________________________________________
 CM1867* NAD 83(1994)-  32 07 47.00479(N)    084 38 50.30238(W)     ADJUSTED  
 CM1867* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 CM1867  ___________________________________________________________________
 CM1867  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CM1867  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CM1867
 CM1867  HORZ ORDER  -  SECOND
 CM1867
 CM1867.The horizontal coordinates were established by classical geodetic methods
 CM1867.and adjusted by the National Geodetic Survey in September 1997..
 CM1867
 CM1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1867
 CM1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1867
 CM1867.The geoid height was determined by GEOID03.
 CM1867
 CM1867;                    North         East     Units Scale Factor Converg.
 CM1867;SPC GA W     -   236,201.364   654,651.223   MT  0.99992535   -0 15 20.3
 CM1867;SPC GA W     -   774,937.31  2,147,801.55   sFT  0.99992535   -0 15 20.3
 CM1867;UTM  16      - 3,557,238.951   721,938.346   MT  1.00020748   +1 15 06.3
 CM1867
 CM1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1867!SPC GA W     -   0.99997505  x   0.99992535  =   0.99990040
 CM1867!UTM  16      -   0.99997505  x   1.00020748  =   1.00018252
 CM1867
 CM1867:                Primary Azimuth Mark                     Grid Az
 CM1867:SPC GA W     -  BV 128 201 AZ MK                         188 03 14.7
 CM1867:UTM  16      -  BV 128 201 AZ MK                         186 32 48.1
 CM1867
 CM1867|---------------------------------------------------------------------|
 CM1867| PID    Reference Object                     Distance      Geod. Az  |
 CM1867|                                                           dddmmss.s |
 CM1867| CY8584 BV 128 201 AZ MK                                   1874754.4 |
 CM1867| CM1836 RICHLAND E MUN TANK                 APPROX. 4.5 KM 1875507.2 |
 CM1867| CM1823 RICHLAND MUNICIPAL TANK             APPROX. 5.0 KM 2023730.1 |
 CM1867| CM1821 RICHLAND                            APPROX. 5.5 KM 2030608.6 |
 CM1867| CM1870 BV 128 201 GAHD 1973 PTA             27.249 METERS 23631     |
 CM1867|---------------------------------------------------------------------|
 CM1867
 CM1867                          SUPERSEDED SURVEY CONTROL
 CM1867
 CM1867  NAD 83(1994)-  32 07 47.01021(N)    084 38 50.30229(W) AD(       ) 2
 CM1867  NAD 83(1986)-  32 07 47.01025(N)    084 38 50.30224(W) AD(       ) 2
 CM1867  NAD 27      -  32 07 46.45259(N)    084 38 50.59660(W) AD(       ) 2
 CM1867  NGVD 29 (07/19/86)  185.1    (m)          607.     (f) VERT ANG       
 CM1867
 CM1867.Superseded values are not recommended for survey control.
 CM1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1867.See file dsdata.txt to determine how the superseded data were derived.
 CM1867
 CM1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2193857239(NAD 83)
 CM1867_MARKER: DD = SURVEY DISK
 CM1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1867
 CM1867  HISTORY     - Date     Condition        Report By
 CM1867  HISTORY     - 1973     MONUMENTED       GADT
 CM1867
 CM1867                          STATION DESCRIPTION
 CM1867
 CM1867'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1867'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTHEAST OF
 CM1867'RICHLAND, 8.0 MILES NORTHWEST OF PRESTON, AND 7.7 MILES SOUTHEAST
 CM1867'OF RENFROE.
 CM1867'
 CM1867'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 55,
 CM1867'U.S. 280, IN RICHLAND, GO NORTH ALONG GA. 55 FOR 3.45 MILES TO THE
 CM1867'INTERSECTION OF PAVED COUNTY ROAD NO. 66 ON THE RIGHT, TURN RIGHT
 CM1867'AND GO EAST ALONG THE PAVED ROAD FOR 2.64 MILES TO THE
 CM1867'INTERSECTION OF DIRT COUNTY ROAD NO. 68 ON THE RIGHT, TURN RIGHT
 CM1867'AND GO SOUTH ALONG THE DIRT ROAD FOR 0.10 MILE TO THE STATION
 CM1867'ON THE RIGHT.
 CM1867'
 CM1867'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1867'DEPARTMENT, STAMPED 128-201.  THE SURFACE DISK IS SET IN THE TOP
 CM1867'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1867'GROUND.  IT IS 3.2 FEET NORTH OF A FENCE, 25.6 FEET WEST OF
 CM1867'THE CENTERLINE OF COUNTY ROAD NO. 68, 3.9 FEET NORTHWEST OF A
 CM1867'FENCE CORNER, AND 19.8 FEET SOUTHEAST OF A PEACH TREE.  THE
 CM1867'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.2
 CM1867'FEET BELOW THE SURFACE MARK.
 CM1867'
 CM1867'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG DIRT
 CM1867'COUNTY ROAD NO. 68 FOR 0.21 MILE TO THE AZIMUTH MARK ON THE
 CM1867'RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 CM1867'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 CM1867'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CM1867'IS 1.8 FEET NORTHEAST OF A WITNESS POST, 0.90 FEET SOUTH OF A
 CM1867'FENCE, AND 15.0 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD.
 CM1867'
 CM1867'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1837 ***********************************************************************
 CM1837  DESIGNATION -  BV 128 202
 CM1837  PID         -  CM1837
 CM1837  STATE/COUNTY-  GA/STEWART
 CM1837  USGS QUAD   -  RICHLAND (1981)
 CM1837
 CM1837                         *CURRENT SURVEY CONTROL
 CM1837  ___________________________________________________________________
 CM1837* NAD 83(1994)-  32 03 12.16114(N)    084 39 10.22962(W)     ADJUSTED  
 CM1837* NAVD 88     -       171.7    (meters)     563.     (feet)  VERTCON   
 CM1837  ___________________________________________________________________
 CM1837  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CM1837  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CM1837
 CM1837  HORZ ORDER  -  SECOND
 CM1837
 CM1837.The horizontal coordinates were established by classical geodetic methods
 CM1837.and adjusted by the National Geodetic Survey in September 1997..
 CM1837
 CM1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1837
 CM1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1837
 CM1837.The geoid height was determined by GEOID03.
 CM1837
 CM1837;                    North         East     Units Scale Factor Converg.
 CM1837;SPC GA W     -   227,738.594   654,090.790   MT  0.99992598   -0 15 28.9
 CM1837;SPC GA W     -   747,172.37  2,145,962.87   sFT  0.99992598   -0 15 28.9
 CM1837;UTM  16      - 3,548,761.996   721,600.397   MT  1.00020564   +1 14 46.2
 CM1837
 CM1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1837!SPC GA W     -   0.99997716  x   0.99992598  =   0.99990314
 CM1837!UTM  16      -   0.99997716  x   1.00020564  =   1.00018280
 CM1837
 CM1837|---------------------------------------------------------------------|
 CM1837| PID    Reference Object                     Distance      Geod. Az  |
 CM1837|                                                           dddmmss.s |
 CM1837| CM1838 BV 128 202 GAHD 1973 PTA             17.688 METERS 02323     |
 CM1837| CY8585 BV 128 202 AZ MK                                   1841207.8 |
 CM1837|---------------------------------------------------------------------|
 CM1837
 CM1837                          SUPERSEDED SURVEY CONTROL
 CM1837
 CM1837  NAD 83(1994)-  32 03 12.16657(N)    084 39 10.22986(W) AD(       ) 2
 CM1837  NAD 83(1986)-  32 03 12.16661(N)    084 39 10.22965(W) AD(       ) 2
 CM1837  NAD 27      -  32 03 11.60126(N)    084 39 10.52432(W) AD(       ) 2
 CM1837  NGVD 29 (07/19/86)  171.7    (m)          563.     (f) VERT ANG       
 CM1837
 CM1837.Superseded values are not recommended for survey control.
 CM1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1837.See file dsdata.txt to determine how the superseded data were derived.
 CM1837
 CM1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2160048762(NAD 83)
 CM1837_MARKER: DD = SURVEY DISK
 CM1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1837
 CM1837  HISTORY     - Date     Condition        Report By
 CM1837  HISTORY     - 1973     MONUMENTED       GADT
 CM1837
 CM1837                          STATION DESCRIPTION
 CM1837
 CM1837'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1837'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF
 CM1837'RICHLAND, 8.5 MILES EAST OF LUMPKIN, AND 13.9 MILES NORTHWEST
 CM1837'OF PARROT.
 CM1837'
 CM1837'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND GA. 27
 CM1837'IN RICHLAND, GO EAST ALONG GA. 27 FOR 0.41 MILE TO THE
 CM1837'INTERSECTION OF PAVED COUNTY ROAD NO. 73 ON THE RIGHT, TURN
 CM1837'RIGHT AND GO SOUTH ALONG THE PAVED ROAD FOR 2.70 MILES TO THE
 CM1837'STATION ON THE LEFT.
 CM1837'
 CM1837'STATION MARKS ARE STANDARD DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1837'STAMPED 128-202.  THE SURFACE MARK IS SET IN THE TOP OF A
 CM1837'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1837'GROUND.  IT IS 129.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 CM1837'FRAME HOUSE, 16.4 FEET SOUTH OF A FENCE CORNER, AND 39.9 FEET
 CM1837'EAST OF THE CENTERLINE OF COUNTY ROAD NO. 73.  THE UNDERGROUND
 CM1837'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.2 FEET BELOW THE
 CM1837'SURFACE MARK.
 CM1837'
 CM1837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 CM1837'PAVED COUNTY ROAD NO. 73 FOR 0.24 MILE TO THE AZIMUTH MARK ON
 CM1837'THE RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE
 CM1837'GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A
 CM1837'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1837'GROUND.  IT IS 36.5 FEET WEST OF THE CENTERLINE OF THE COUNTY
 CM1837'ROAD, 1.1 FEET EAST OF A FENCE, AND 3.4 FEET NORTH OF A POWER
 CM1837'POLE.
 CM1837'
 CM1837'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1720 ***********************************************************************
 CM1720  DESIGNATION -  BV 129 200
 CM1720  PID         -  CM1720
 CM1720  STATE/COUNTY-  GA/SUMTER
 CM1720  USGS QUAD   -  DRANEVILLE (1973)
 CM1720
 CM1720                         *CURRENT SURVEY CONTROL
 CM1720  ___________________________________________________________________
 CM1720* NAD 83(1994)-  32 08 34.49196(N)    084 23 18.24373(W)     ADJUSTED  
 CM1720* NAVD 88     -       167.2    (meters)     549.     (feet)  VERTCON   
 CM1720  ___________________________________________________________________
 CM1720  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CM1720  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CM1720
 CM1720  HORZ ORDER  -  SECOND
 CM1720
 CM1720.The horizontal coordinates were established by classical geodetic methods
 CM1720.and adjusted by the National Geodetic Survey in September 1997..
 CM1720
 CM1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1720
 CM1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1720
 CM1720.The geoid height was determined by GEOID03.
 CM1720
 CM1720;                    North         East     Units Scale Factor Converg.
 CM1720;SPC GA W     -   237,584.317   679,082.257   MT  0.99990539   -0 07 04.7
 CM1720;SPC GA W     -   779,474.55  2,227,955.70   sFT  0.99990539   -0 07 04.7
 CM1720;UTM  16      - 3,559,264.996   746,333.375   MT  1.00034838   +1 23 24.6
 CM1720
 CM1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1720!SPC GA W     -   0.99997788  x   0.99990539  =   0.99988327
 CM1720!UTM  16      -   0.99997788  x   1.00034838  =   1.00032625
 CM1720
 CM1720:                Primary Azimuth Mark                     Grid Az
 CM1720:SPC GA W     -  BV 129 200 AZ MK                         112 03 38.5
 CM1720:UTM  16      -  BV 129 200 AZ MK                         110 33 09.2
 CM1720
 CM1720|---------------------------------------------------------------------|
 CM1720| PID    Reference Object                     Distance      Geod. Az  |
 CM1720|                                                           dddmmss.s |
 CM1720| CY8586 BV 129 200 AZ MK                                   1115633.8 |
 CM1720| CM1718 BV 129 200 GAHD 1973 PTA             26.204 METERS 28307     |
 CM1720|---------------------------------------------------------------------|
 CM1720
 CM1720                          SUPERSEDED SURVEY CONTROL
 CM1720
 CM1720  NAD 83(1986)-  32 08 34.49663(N)    084 23 18.24402(W) AD(       ) 2
 CM1720  NAD 27      -  32 08 33.91862(N)    084 23 18.56101(W) AD(       ) 2
 CM1720  NGVD 29 (07/19/86)  167.3    (m)          549.     (f) VERT ANG       
 CM1720
 CM1720.Superseded values are not recommended for survey control.
 CM1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1720.See file dsdata.txt to determine how the superseded data were derived.
 CM1720
 CM1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4633359265(NAD 83)
 CM1720_MARKER: DD = SURVEY DISK
 CM1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1720
 CM1720  HISTORY     - Date     Condition        Report By
 CM1720  HISTORY     - 1973     MONUMENTED       GADT
 CM1720
 CM1720                          STATION DESCRIPTION
 CM1720
 CM1720'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1720'THE STATION IS LOCATED APPROXIMATELY 10.7 MILES NORTHWEST OF
 CM1720'AMERICUS, 7.7 MILES NORTHEAST OF PLAINS, AND 10.2 MILES
 CM1720'NORTHEAST OF PRESTON.
 CM1720'
 CM1720'TO REACH THE STATION FROM THE INTERSECTION OF U.S 19 AND GA. 30
 CM1720'IN AMERICUS, GO WEST ALONG GA. 30 FOR 9.51 MILES TO THE
 CM1720'INTERSECTION OF GA. 45, CONTINUE WEST ALONG GA. 30 FOR 0.79 MILE
 CM1720'TO THE STATION ON THE RIGHT BESIDE A FENCE.
 CM1720'
 CM1720'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1720'DEPARTMENT, STAMPED 129-200.  THE SURFACE DISK IS SET IN THE TOP
 CM1720'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1720'THE GROUND.  IT IS 6.2 FEET SOUTH OF A FENCE, 7.7 FEET SOUTHWEST
 CM1720'OF A FENCE CORNER, AND 46.3 FEET NORTH OF THE CENTERLINE OF
 CM1720'GA. 30.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 CM1720'CONCRETE 1.95 FEET BELOW THE SURFACE MARK.
 CM1720'
 CM1720'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG GA. 30
 CM1720'FOR 0.34 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A FENCE
 CM1720'CORNER.  IT IS 51.4 FEET NORTH OF THE CENTERLINE OF GA. 30, 4.1
 CM1720'FEET NORTHEAST OF A FENCE CORNER, AND 236.4 FEET WEST OF THE
 CM1720'SOUTHWEST CORNER OF A CHURCH.  THE AZIMUTH MARK IS A STANDARD
 CM1720'BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET
 CM1720'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CM1720'FLUSH WITH THE GROUND.
 CM1720'
 CM1720'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1711 ***********************************************************************
 CM1711  DESIGNATION -  BV 129 201
 CM1711  PID         -  CM1711
 CM1711  STATE/COUNTY-  GA/SUMTER
 CM1711  USGS QUAD   -  PLAINS (1981)
 CM1711
 CM1711                         *CURRENT SURVEY CONTROL
 CM1711  ___________________________________________________________________
 CM1711* NAD 83(1994)-  32 05 36.74703(N)    084 25 19.90183(W)     ADJUSTED  
 CM1711* NAVD 88     -       155.4    (meters)     510.     (feet)  VERTCON   
 CM1711  ___________________________________________________________________
 CM1711  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CM1711  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1711
 CM1711  HORZ ORDER  -  SECOND
 CM1711
 CM1711.The horizontal coordinates were established by classical geodetic methods
 CM1711.and adjusted by the National Geodetic Survey in September 1997..
 CM1711
 CM1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1711
 CM1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1711
 CM1711.The geoid height was determined by GEOID03.
 CM1711
 CM1711;                    North         East     Units Scale Factor Converg.
 CM1711;SPC GA W     -   232,116.922   675,881.252   MT  0.99990717   -0 08 08.7
 CM1711;SPC GA W     -   761,536.93  2,217,453.74   sFT  0.99990717   -0 08 08.7
 CM1711;UTM  16      - 3,553,712.902   743,275.950   MT  1.00032993   +1 22 13.0
 CM1711
 CM1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1711!SPC GA W     -   0.99997973  x   0.99990717  =   0.99988691
 CM1711!UTM  16      -   0.99997973  x   1.00032993  =   1.00030966
 CM1711
 CM1711|---------------------------------------------------------------------|
 CM1711| PID    Reference Object                     Distance      Geod. Az  |
 CM1711|                                                           dddmmss.s |
 CM1711| CM1712 BV 129 201 GAHD 1973 PTA             20.076 METERS 09438     |
 CM1711| CY8587 BV 129 201 AZ MK                                   1112240.7 |
 CM1711|---------------------------------------------------------------------|
 CM1711
 CM1711                          SUPERSEDED SURVEY CONTROL
 CM1711
 CM1711  NAD 83(1986)-  32 05 36.75205(N)    084 25 19.90210(W) AD(       ) 2
 CM1711  NAD 27      -  32 05 36.17388(N)    084 25 20.20737(W) AD(       ) 2
 CM1711  NGVD 29 (07/19/86)  155.5    (m)          510.     (f) VERT ANG       
 CM1711
 CM1711.Superseded values are not recommended for survey control.
 CM1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1711.See file dsdata.txt to determine how the superseded data were derived.
 CM1711
 CM1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4327653713(NAD 83)
 CM1711_MARKER: DD = SURVEY DISK
 CM1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1711
 CM1711  HISTORY     - Date     Condition        Report By
 CM1711  HISTORY     - 1973     MONUMENTED       GADT
 CM1711
 CM1711                          STATION DESCRIPTION
 CM1711
 CM1711'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1711'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES NORTHWEST OF
 CM1711'PLAINS, 11.4 MILES NORTHWEST OF AMERICUS, AND 16.8 MILES
 CM1711'SOUTHEAST OF BUENA VISTA.
 CM1711'
 CM1711'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND GA. 27
 CM1711'IN PLAINS, GO NORTH ALONG GA. 45 FOR 3.69 MILES TO THE
 CM1711'INTERSECTION OF PAVED COUNTY ROAD NO. 21, TURN LEFT AND PROCEED
 CM1711'WEST ON THE PAVED ROAD TO THE STATION ON THE LEFT.
 CM1711'
 CM1711'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1711'DEPARTMENT, STAMPED 129-201.  THE SURFACE DISK IS SET IN THE
 CM1711'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CM1711'WITH THE GROUND.  IT IS 40.6 FEET SOUTH OF THE CENTERLINE OF
 CM1711'COUNTY ROAD NO. 21, 2.1 FEET NORTH OF A WITNESS POST, AND 159.4
 CM1711'FEET EAST OF A RIGHT-OF-WAY MARKER.  THE UNDERGROUND DISK IS SET
 CM1711'IN AN IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE
 CM1711'MARK.
 CM1711'
 CM1711'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE
 CM1711'PAVED ROAD FOR 1.20 MILES TO THE AZIMUTH MARK ON THE LEFT.  THE
 CM1711'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1711'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1711'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 4.3 FEET
 CM1711'SOUTH OF A WITNESS POST, 43.9 FEET NORTH OF THE CENTERLINE OF
 CM1711'THE PAVED ROAD, AND 194.6 FEET NORTHWEST OF A POWER POLE.
 CM1711'
 CM1711'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1710 ***********************************************************************
 BT1710  DESIGNATION -  BV 129 202
 BT1710  PID         -  BT1710
 BT1710  STATE/COUNTY-  GA/SUMTER
 BT1710  USGS QUAD   -  BOTTSFORD (1973)
 BT1710
 BT1710                         *CURRENT SURVEY CONTROL
 BT1710  ___________________________________________________________________
 BT1710* NAD 83(1994)-  31 58 18.84014(N)    084 25 37.52130(W)     ADJUSTED  
 BT1710* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 BT1710  ___________________________________________________________________
 BT1710  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BT1710  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT1710
 BT1710  HORZ ORDER  -  SECOND
 BT1710
 BT1710.The horizontal coordinates were established by classical geodetic methods
 BT1710.and adjusted by the National Geodetic Survey in September 1997..
 BT1710
 BT1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1710
 BT1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1710
 BT1710.The geoid height was determined by GEOID03.
 BT1710
 BT1710;                    North         East     Units Scale Factor Converg.
 BT1710;SPC GA W     -   218,630.885   675,386.774   MT  0.99990747   -0 08 16.4
 BT1710;SPC GA W     -   717,291.50  2,215,831.44   sFT  0.99990747   -0 08 16.4
 BT1710;UTM  16      - 3,540,212.835   743,135.425   MT  1.00032910   +1 21 46.9
 BT1710
 BT1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1710!SPC GA W     -   0.99998385  x   0.99990747  =   0.99989132
 BT1710!UTM  16      -   0.99998385  x   1.00032910  =   1.00031295
 BT1710
 BT1710:                Primary Azimuth Mark                     Grid Az
 BT1710:SPC GA W     -  CHAMBLISS TV STA WACS MAST               252 07 44.3
 BT1710:UTM  16      -  CHAMBLISS TV STA WACS MAST               250 37 41.0
 BT1710
 BT1710|---------------------------------------------------------------------|
 BT1710| PID    Reference Object                     Distance      Geod. Az  |
 BT1710|                                                           dddmmss.s |
 BT1710| BT1965 CHAMBLISS TV STA WACS MAST          APPROX.12.6 KM 2515927.9 |
 BT1710| CY8588 BV 129 202 AZ MK                                   3101212.6 |
 BT1710| BT1708 BV 129 202 GAHD 1973 PTA             27.078 METERS 35359     |
 BT1710|---------------------------------------------------------------------|
 BT1710
 BT1710                          SUPERSEDED SURVEY CONTROL
 BT1710
 BT1710  NAD 83(1986)-  31 58 18.84501(N)    084 25 37.52223(W) AD(       ) 2
 BT1710  NAD 27      -  31 58 18.26095(N)    084 25 37.83418(W) AD(       ) 2
 BT1710  NGVD 29 (07/19/86)  129.4    (m)          425.     (f) VERT ANG       
 BT1710
 BT1710.Superseded values are not recommended for survey control.
 BT1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1710.See file dsdata.txt to determine how the superseded data were derived.
 BT1710
 BT1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4313540213(NAD 83)
 BT1710_MARKER: DD = SURVEY DISK
 BT1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1710
 BT1710  HISTORY     - Date     Condition        Report By
 BT1710  HISTORY     - 1973     MONUMENTED       GADT
 BT1710
 BT1710                          STATION DESCRIPTION
 BT1710
 BT1710'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1710'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTHEAST OF
 BT1710'BOTTSFORD, 10.4 MILES NORTHWEST OF BRONWOOD, 4.8 MILES SOUTHWEST
 BT1710'OF PLAINS.
 BT1710'
 BT1710'TO REACH THE STATION FROM THE INTERSECTION OF GA. 308 AND GA. 45
 BT1710'IN PLAINS, PROCEED SOUTH ON GA. 45 FOR 4.95 MILES TO PAVED COUNTY
 BT1710'ROAD NO. S-2089, TURN LEFT AND PROCEED EAST ON PAVED COUNTY ROAD
 BT1710'NO. S-2089 FOR 0.89 MILE TO THE BV STATION ON THE RIGHT.
 BT1710'
 BT1710'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 129-202.  THE
 BT1710'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1710'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED 80.0 FEET
 BT1710'SOUTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD NO. S-2089,
 BT1710'54.0 FEET SOUTHWEST OF THE DRAINAGE PIPE, 8.0 FEET WEST OF THE
 BT1710'TREE LINE.  THE UNDERGROUND MARKER IS SET IN AN IRREGULAR MASS
 BT1710'OF CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1710'
 BT1710'TO REACH THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD
 BT1710'NO. S-2089 FROM BV FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 BT1710'RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED AZI
 BT1710'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BT1710'IS FLUSH WITH THE GROUND.  IT IS 37.5 FEET NORTHEAST OF PAVED
 BT1710'COUNTY ROAD NO. S-2089, 7.0 FEET SOUTH OF THE POWER POLE, 112.0
 BT1710'FEET SOUTHWEST OF THE EAST CORNER OF THE CHURCH.
 BT1710'
 BT1710'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1704 ***********************************************************************
 CM1704  DESIGNATION -  BV 129 203
 CM1704  PID         -  CM1704
 CM1704  STATE/COUNTY-  GA/SUMTER
 CM1704  USGS QUAD   -  LAKE COLLINS (1985)
 CM1704
 CM1704                         *CURRENT SURVEY CONTROL
 CM1704  ___________________________________________________________________
 CM1704* NAD 83(1994)-  32 05 28.19755(N)    084 17 02.93154(W)     ADJUSTED  
 CM1704* NAVD 88     -       139.0    (meters)     456.     (feet)  VERTCON   
 CM1704  ___________________________________________________________________
 CM1704  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CM1704  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM1704
 CM1704  HORZ ORDER  -  SECOND
 CM1704
 CM1704.The horizontal coordinates were established by classical geodetic methods
 CM1704.and adjusted by the National Geodetic Survey in September 1997..
 CM1704
 CM1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1704
 CM1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1704
 CM1704.The geoid height was determined by GEOID03.
 CM1704
 CM1704;                    North         East     Units Scale Factor Converg.
 CM1704;SPC GA W     -   231,831.069   688,910.957   MT  0.99990152   -0 03 44.7
 CM1704;SPC GA W     -   760,599.10  2,260,202.03   sFT  0.99990152   -0 03 44.7
 CM1704;UTM  16      - 3,553,769.625   756,314.737   MT  1.00041028   +1 26 37.1
 CM1704
 CM1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1704!SPC GA W     -   0.99998233  x   0.99990152  =   0.99988385
 CM1704!UTM  16      -   0.99998233  x   1.00041028  =   1.00039260
 CM1704
 CM1704|---------------------------------------------------------------------|
 CM1704| PID    Reference Object                     Distance      Geod. Az  |
 CM1704|                                                           dddmmss.s |
 CM1704| CM1702 BV 129 203 GAHD 1973 PTA             14.605 METERS 18914     |
 CM1704| CY8589 BV 129 203 AZ MK                                   3034628.1 |
 CM1704|---------------------------------------------------------------------|
 CM1704
 CM1704                          SUPERSEDED SURVEY CONTROL
 CM1704
 CM1704  NAD 83(1986)-  32 05 28.20176(N)    084 17 02.93130(W) AD(       ) 2
 CM1704  NAD 27      -  32 05 27.60712(N)    084 17 03.25879(W) AD(       ) 2
 CM1704  NGVD 29 (07/19/86)  139.1    (m)          456.     (f) VERT ANG       
 CM1704
 CM1704.Superseded values are not recommended for survey control.
 CM1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1704.See file dsdata.txt to determine how the superseded data were derived.
 CM1704
 CM1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5631553770(NAD 83)
 CM1704_MARKER: DD = SURVEY DISK
 CM1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1704
 CM1704  HISTORY     - Date     Condition        Report By
 CM1704  HISTORY     - 1973     MONUMENTED       GADT
 CM1704
 CM1704                          STATION DESCRIPTION
 CM1704
 CM1704'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1704'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTHWEST OF
 CM1704'AMERICUS, 7.5 MILES NORTHEAST OF PLAINS, AND 13.2 MILES NORTHWEST
 CM1704'OF SMITHVILLE.
 CM1704'
 CM1704'TO REACH THE STATION FROM THE INTERSECTION OF GA. 30 AND U.S. 19
 CM1704'IN AMERICUS, GO WEST ALONG GA. 30 FOR 2.8 MILES TO THE STATION
 CM1704'ON THE LEFT.
 CM1704'
 CM1704'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1704'DEPARTMENT, STAMPED 129-203.  THE SURFACE DISK IS SET IN THE TOP
 CM1704'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1704'THE GROUND.  IT IS 48.7 FEET SOUTHWEST OF THE CENTERLINE OF GA.
 CM1704'30, 90.5 FEET SOUTHEAST OF A TELEPHONE POLE, AND 95.6 FEET
 CM1704'NORTHWEST OF THE EAST CORNER OF A FRAME BARN.  THE UNDERGROUND
 CM1704'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE
 CM1704'SURFACE MARK.
 CM1704'
 CM1704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG GA. 30
 CM1704'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK
 CM1704'IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1704'STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CM1704'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 49.0 FEET EAST OF
 CM1704'THE CENTERLINE OF GA. 30, 2.5 FEET NORTH OF A WITNESS POST,
 CM1704'AND 1.0 FOOT WEST OF A FENCE.
 CM1704'
 CM1704'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1697 ***********************************************************************
 CM1697  DESIGNATION -  BV 129 204
 CM1697  PID         -  CM1697
 CM1697  STATE/COUNTY-  GA/SUMTER
 CM1697  USGS QUAD   -  LAKE COLLINS (1985)
 CM1697
 CM1697                         *CURRENT SURVEY CONTROL
 CM1697  ___________________________________________________________________
 CM1697* NAD 83(1994)-  32 05 46.65446(N)    084 20 02.22386(W)     ADJUSTED  
 CM1697* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 CM1697  ___________________________________________________________________
 CM1697  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CM1697  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM1697
 CM1697  HORZ ORDER  -  SECOND
 CM1697
 CM1697.The horizontal coordinates were established by classical geodetic methods
 CM1697.and adjusted by the National Geodetic Survey in September 1997..
 CM1697
 CM1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1697
 CM1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1697
 CM1697.The geoid height was determined by GEOID03.
 CM1697
 CM1697;                    North         East     Units Scale Factor Converg.
 CM1697;SPC GA W     -   232,405.736   684,210.883   MT  0.99990307   -0 05 20.0
 CM1697;SPC GA W     -   762,484.49  2,244,781.87   sFT  0.99990307   -0 05 20.0
 CM1697;UTM  16      - 3,554,220.779   751,598.858   MT  1.00038073   +1 25 02.4
 CM1697
 CM1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1697!SPC GA W     -   0.99997978  x   0.99990307  =   0.99988285
 CM1697!UTM  16      -   0.99997978  x   1.00038073  =   1.00036050
 CM1697
 CM1697|---------------------------------------------------------------------|
 CM1697| PID    Reference Object                     Distance      Geod. Az  |
 CM1697|                                                           dddmmss.s |
 CM1697| CM1696 BV 129 204 GAHD 1973 PTA             13.855 METERS 24215     |
 CM1697| CY8590 BV 129 204 AZ MK                                   2583936.9 |
 CM1697|---------------------------------------------------------------------|
 CM1697
 CM1697                          SUPERSEDED SURVEY CONTROL
 CM1697
 CM1697  NAD 83(1986)-  32 05 46.65917(N)    084 20 02.22395(W) AD(       ) 2
 CM1697  NAD 27      -  32 05 46.07801(N)    084 20 02.53827(W) AD(       ) 2
 CM1697  NGVD 29 (07/19/86)  155.3    (m)          510.     (f) VERT ANG       
 CM1697
 CM1697.Superseded values are not recommended for survey control.
 CM1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1697.See file dsdata.txt to determine how the superseded data were derived.
 CM1697
 CM1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5159954221(NAD 83)
 CM1697_MARKER: DD = SURVEY DISK
 CM1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1697
 CM1697  HISTORY     - Date     Condition        Report By
 CM1697  HISTORY     - 1973     MONUMENTED       GADT
 CM1697
 CM1697                          STATION DESCRIPTION
 CM1697
 CM1697'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1697'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES NORTHEAST OF
 CM1697'PLAINS, 9.9 MILES SOUTHWEST OF ELLAVILLE, 6.1 MILES NORTHWEST OF
 CM1697'AMERICUS.
 CM1697'
 CM1697'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND GA. 30
 CM1697'IN AMERICUS, PROCEED WEST ON GA. 30 FOR 4.2 MILES TO PAVED
 CM1697'COUNTY ROAD NO. 21, TURN LEFT ON COUNTY ROAD NO. 21 AND PROCEED
 CM1697'WEST FOR 2.0 MILES TO STATION ON THE LEFT.
 CM1697'
 CM1697'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1697'DEPARTMENT STAMPED 129-204.  THE SURFACE DISK IS SET IN THE TOP
 CM1697'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1697'THE GROUND.  IT IS 42.4 FEET SOUTH OF THE CENTERLINE OF THE
 CM1697'PAVED ROAD, 2.0 FEET NORTH OF THE FENCE, AND 122.0 FEET NORTH
 CM1697'OF THE EAST END OF DRAINAGE PIPE.  THE UNDERGROUND DISK IS SET
 CM1697'IN AN IRREGULAR MASS OF CONCRETE.
 CM1697'
 CM1697'TO REACH THE AZIMUTH MARK PROCEED WEST ON PAVED COUNTY ROAD
 CM1697'NO. 21 FROM THE STATION FOR 0.5 MILE TO THE AZIMUTH MARK ON
 CM1697'THE RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE
 CM1697'GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A
 CM1697'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1697'GROUND.  IT IS LOCATED 172.0 FEET EAST OF THE RIGHT-OF-WAY
 CM1697'MARKER, 37.0 FEET NORTH OF THE CENTERLINE OF PAVED COUNTY ROAD
 CM1697'NO. 21.
 CM1697'
 CM1697'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1682 ***********************************************************************
 CM1682  DESIGNATION -  BV 129 205
 CM1682  PID         -  CM1682
 CM1682  STATE/COUNTY-  GA/SUMTER
 CM1682  USGS QUAD   -  AMERICUS (1985)
 CM1682
 CM1682                         *CURRENT SURVEY CONTROL
 CM1682  ___________________________________________________________________
 CM1682* NAD 83(1994)-  32 06 57.84506(N)    084 11 33.34359(W)     ADJUSTED  
 CM1682* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 CM1682  ___________________________________________________________________
 CM1682  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CM1682  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1682
 CM1682  HORZ ORDER  -  SECOND
 CM1682
 CM1682.The horizontal coordinates were established by classical geodetic methods
 CM1682.and adjusted by the National Geodetic Survey in September 1997..
 CM1682
 CM1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1682
 CM1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1682
 CM1682.The geoid height was determined by GEOID03.
 CM1682
 CM1682;                    North         East     Units Scale Factor Converg.
 CM1682;SPC GA W     -   234,586.406   697,553.245   MT  0.99990007   -0 00 49.6
 CM1682;SPC GA W     -   769,638.90  2,288,555.94   sFT  0.99990007   -0 00 49.6
 CM1682;UTM  16      - 3,556,752.836   764,886.195   MT  1.00046538   +1 29 36.2
 CM1682
 CM1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1682!SPC GA W     -   0.99998178  x   0.99990007  =   0.99988185
 CM1682!UTM  16      -   0.99998178  x   1.00046538  =   1.00044715
 CM1682
 CM1682|---------------------------------------------------------------------|
 CM1682| PID    Reference Object                     Distance      Geod. Az  |
 CM1682|                                                           dddmmss.s |
 CM1682| CM1683 BV 129 205 GAHD 1973 PTA             17.050 METERS 18449     |
 CM1682| CY8591 BV 129 205 AZ MK                                   2452036.8 |
 CM1682|---------------------------------------------------------------------|
 CM1682
 CM1682                          SUPERSEDED SURVEY CONTROL
 CM1682
 CM1682  NAD 83(1986)-  32 06 57.84901(N)    084 11 33.34408(W) AD(       ) 2
 CM1682  NAD 27      -  32 06 57.25300(N)    084 11 33.67840(W) AD(       ) 2
 CM1682  NGVD 29 (07/19/86)  142.6    (m)          468.     (f) VERT ANG       
 CM1682
 CM1682.Superseded values are not recommended for survey control.
 CM1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1682.See file dsdata.txt to determine how the superseded data were derived.
 CM1682
 CM1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6488656753(NAD 83)
 CM1682_MARKER: DD = SURVEY DISK
 CM1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1682
 CM1682  HISTORY     - Date     Condition        Report By
 CM1682  HISTORY     - 1973     MONUMENTED       GADT
 CM1682
 CM1682                          STATION DESCRIPTION
 CM1682
 CM1682'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1682'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES NORTHEAST OF
 CM1682'AMERICUS, 10.7 MILES SOUTHEAST OF ELLAVILLE, AND 13.0 MILES
 CM1682'NORTHEAST OF PLAINS.
 CM1682'
 CM1682'TO REACH THE STATION FROM THE INTERSECTION OF GA. 49 AND U.S. 280
 CM1682'(GA 27) PROCEED NORTH ON GA 49 FOR 4.4 MILES TO THE INTERSECTION
 CM1682'OF PAVED COUNTY ROAD NO. S-1517 AND PROCEED WEST FOR 1.7 MILE
 CM1682'TO STATION ON THE LEFT AT THE SOUTH GEORGIA VOC.-TECH SCHOOL.
 CM1682'
 CM1682'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1682'DEPARTMENT STAMPED 129-205.  THE SURFACE DISK IS SET IN THE TOP
 CM1682'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1682'THE GROUND.  IT IS 3.9 FEET SOUTH OF THE FENCE, 7.6 FEET
 CM1682'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE, 93.4 FEET
 CM1682'SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE.  THE SUB-MARKER
 CM1682'IS 2.0 FEET BELOW THE SURFACE MARKER.
 CM1682'
 CM1682'TO REACH THE AZIMUTH MARK PROCEED NORTHWEST FROM THE STATION
 CM1682'FOR 0.25 MILE TO PAVED COUNTY ROAD NO. 1517, TURN LEFT AND PROCEED
 CM1682'WEST ON PAVED COUNTY ROAD NO. 1517 FOR 0.7 MILE TO AZIMUTH MARK
 CM1682'ON THE LEFT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE
 CM1682'GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A
 CM1682'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1682'GROUND.  IT IS LOCATED 21.0 FEET EAST OF THE EAST CORNER OF THE
 CM1682'TIN BUILDING, 5.6 FEET NORTH OF THE TELEPHONE POLE, 13.0 FEET
 CM1682'NORTHWEST OF THE CENTRAL OF GEORGIA RAILROAD TRACKS.
 CM1682'
 CM1682'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1678 ***********************************************************************
 CM1678  DESIGNATION -  BV 129 206
 CM1678  PID         -  CM1678
 CM1678  STATE/COUNTY-  GA/SUMTER
 CM1678  USGS QUAD   -  AMERICUS (1985)
 CM1678
 CM1678                         *CURRENT SURVEY CONTROL
 CM1678  ___________________________________________________________________
 CM1678* NAD 83(1994)-  32 00 44.95668(N)    084 12 20.32260(W)     ADJUSTED  
 CM1678* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 CM1678  ___________________________________________________________________
 CM1678  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CM1678  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM1678
 CM1678  HORZ ORDER  -  SECOND
 CM1678
 CM1678.The horizontal coordinates were established by classical geodetic methods
 CM1678.and adjusted by the National Geodetic Survey in September 1997..
 CM1678
 CM1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1678
 CM1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1678
 CM1678.The geoid height was determined by GEOID03.
 CM1678
 CM1678;                    North         East     Units Scale Factor Converg.
 CM1678;SPC GA W     -   223,102.140   696,317.667   MT  0.99990017   -0 01 14.4
 CM1678;SPC GA W     -   731,960.94  2,284,502.21   sFT  0.99990017   -0 01 14.4
 CM1678;UTM  16      - 3,545,233.607   763,952.142   MT  1.00045931   +1 28 55.8
 CM1678
 CM1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1678!SPC GA W     -   0.99998552  x   0.99990017  =   0.99988570
 CM1678!UTM  16      -   0.99998552  x   1.00045931  =   1.00044483
 CM1678
 CM1678:                Primary Azimuth Mark                     Grid Az
 CM1678:SPC GA W     -  BV 129 206 AZ MK                         000 34 12.6
 CM1678:UTM  16      -  BV 129 206 AZ MK                         359 04 02.4
 CM1678
 CM1678|---------------------------------------------------------------------|
 CM1678| PID    Reference Object                     Distance      Geod. Az  |
 CM1678|                                                           dddmmss.s |
 CM1678| CY8592 BV 129 206 AZ MK                                   0003258.2 |
 CM1678| CM1677 BV 129 206 GAHD 1973 PTA             18.086 METERS 17640     |
 CM1678| CM1676 AMERICUS S MUN TANK                 APPROX. 4.7 KM 3384732.3 |
 CM1678| CM1679 AMERICUS CEN MUN TANK               APPROX. 7.1 KM 3395018.0 |
 CM1678|---------------------------------------------------------------------|
 CM1678
 CM1678                          SUPERSEDED SURVEY CONTROL
 CM1678
 CM1678  NAD 83(1986)-  32 00 44.96053(N)    084 12 20.32308(W) AD(       ) 2
 CM1678  NAD 27      -  32 00 44.36902(N)    084 12 20.65804(W) AD(       ) 2
 CM1678  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG       
 CM1678
 CM1678.Superseded values are not recommended for survey control.
 CM1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1678.See file dsdata.txt to determine how the superseded data were derived.
 CM1678
 CM1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6395245234(NAD 83)
 CM1678_MARKER: DD = SURVEY DISK
 CM1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1678
 CM1678  HISTORY     - Date     Condition        Report By
 CM1678  HISTORY     - 1973     MONUMENTED       GADT
 CM1678
 CM1678                          STATION DESCRIPTION
 CM1678
 CM1678'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1678'THE STATION IS LOCATED APPROXIMATELY 11.0 MILES SOUTHEAST OF
 CM1678'PLAINS, 8.1 MILES NORTHEAST OF SMITHVILLE, AND 4.4 MILES SOUTHEAST
 CM1678'OF AMERICUS.
 CM1678'
 CM1678'TO REACH THE STATION FROM THE INTERSECTION OF LAMAR STREET AND
 CM1678'LEE STREET (S-647) IN AMERICUS, PROCEED SOUTH ALONG LEE STREET
 CM1678'FOR 2.9 MILES TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 5 ON
 CM1678'THE LEFT, TURN LEFT AND PROCEED SOUTHEAST ALONG THE PAVED ROAD
 CM1678'FOR 2.0 MILES TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 CM1678'
 CM1678'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 129-206.  THE
 CM1678'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CM1678'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET SOUTH OF
 CM1678'A POWER POLE, 2.3 FEET NORTH OF A WITNESS POST, AND 35.5 FEET
 CM1678'WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK
 CM1678'IS SET IN AN IRREGULAR MASS OF CONCRETE 21-INCHES BELOW THE
 CM1678'SURFACE MARK.
 CM1678'
 CM1678'TO REACH THE AZIMUTH MARK FROM BV STATION, PROCEED NORTH ALONG
 CM1678'PAVED COUNTY ROAD NO. 5 FOR 0.35 MILE TO THE AZIMUTH STATION
 CM1678'ON THE LEFT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK, STAMPED
 CM1678'AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 CM1678'THAT IS FLUSH WITH THE GROUND.  IT IS 30.5 FEET WEST OF THE
 CM1678'CENTERLINE OF THE PAVED ROAD, 5.0 FEET SOUTHEAST OF A POWER
 CM1678'POLE, AND 8.5 FEET EAST OF A FENCE.
 CM1678'
 CM1678'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1699 ***********************************************************************
 CM1699  DESIGNATION -  BV 129 208
 CM1699  PID         -  CM1699
 CM1699  STATE/COUNTY-  GA/SUMTER
 CM1699  USGS QUAD   -  LAKE COLLINS (1985)
 CM1699
 CM1699                         *CURRENT SURVEY CONTROL
 CM1699  ___________________________________________________________________
 CM1699* NAD 83(1994)-  32 00 25.32904(N)    084 18 51.93011(W)     ADJUSTED  
 CM1699* NAVD 88     -       134.7    (meters)     442.     (feet)  VERTCON   
 CM1699  ___________________________________________________________________
 CM1699  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CM1699  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CM1699
 CM1699  HORZ ORDER  -  SECOND
 CM1699
 CM1699.The horizontal coordinates were established by classical geodetic methods
 CM1699.and adjusted by the National Geodetic Survey in September 1997..
 CM1699
 CM1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1699
 CM1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1699
 CM1699.The geoid height was determined by GEOID03.
 CM1699
 CM1699;                    North         East     Units Scale Factor Converg.
 CM1699;SPC GA W     -   222,506.508   686,040.304   MT  0.99990240   -0 04 41.9
 CM1699;SPC GA W     -   730,006.77  2,250,783.90   sFT  0.99990240   -0 04 41.9
 CM1699;UTM  16      - 3,544,368.219   753,688.544   MT  1.00039377   +1 25 27.0
 CM1699
 CM1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1699!SPC GA W     -   0.99998301  x   0.99990240  =   0.99988541
 CM1699!UTM  16      -   0.99998301  x   1.00039377  =   1.00037677
 CM1699
 CM1699|---------------------------------------------------------------------|
 CM1699| PID    Reference Object                     Distance      Geod. Az  |
 CM1699|                                                           dddmmss.s |
 CM1699| CM1698 BV 129 208 GAHD 1973 PTA             10.809 METERS 18858     |
 CM1699| CY8593 BV 129 208 AZ MK                                   2541519.9 |
 CM1699|---------------------------------------------------------------------|
 CM1699
 CM1699                          SUPERSEDED SURVEY CONTROL
 CM1699
 CM1699  NAD 83(1986)-  32 00 25.33387(N)    084 18 51.93058(W) AD(       ) 2
 CM1699  NAD 27      -  32 00 24.73547(N)    084 18 52.25376(W) AD(       ) 2
 CM1699  NGVD 29 (07/19/86)  134.8    (m)          442.     (f) VERT ANG       
 CM1699
 CM1699.Superseded values are not recommended for survey control.
 CM1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1699.See file dsdata.txt to determine how the superseded data were derived.
 CM1699
 CM1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5368944368(NAD 83)
 CM1699_MARKER: DD = SURVEY DISK
 CM1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1699
 CM1699  HISTORY     - Date     Condition        Report By
 CM1699  HISTORY     - 1973     MONUMENTED       GADT
 CM1699
 CM1699                          STATION DESCRIPTION
 CM1699
 CM1699'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1699'THE STATION IS LOCATED APPROXIMATELY 7.9 MILES NORTHWEST OF
 CM1699'SMITHVILLE, 5.1 MILES SOUTHEAST OF PLAINS, AND 6.7 MILES
 CM1699'SOUTHWEST OF AMERICUS.
 CM1699'
 CM1699'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (GA. 3)
 CM1699'AND U.S. 280 (GA. 27) IN AMERICUS, GO WEST ALONG GA. 27 (U.S. 280)
 CM1699'FOR 0.9 MILE TO THE INTERSECTION OF GA. 49 ON THE LEFT, TURN LEFT
 CM1699'AND GO SOUTHWEST ALONG GA. 49 FOR 3.2 MILES TO THE INTERSECTION
 CM1699'OF PAVED COUNTY ROAD NO. S-2537 ON THE RIGHT, TURN RIGHT AND GO
 CM1699'SOUTHWEST ALONG THE PAVED ROAD FOR 1.4 MILES TO THE STATION ON
 CM1699'THE LEFT.
 CM1699'
 CM1699'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 129-208.  THE
 CM1699'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CM1699'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 48.0 FEET SOUTH OF
 CM1699'THE CENTERLINE OF THE PAVED ROAD, 52.0 FEET EAST OF A DIRT ROAD,
 CM1699'AND 24.0 FEET NORTHWEST OF A FENCE.  THE UNDERGROUND DISK IS SET
 CM1699'IN AN IRREGULAR MASS OF CONCRETE 1.8 FEET BELOW THE SURFACE
 CM1699'DISK.
 CM1699'
 CM1699'TO REACH THE AZIMUTH MARK FROM BV STATION, PROCEED SOUTHEAST
 CM1699'ALONG THE PAVED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 CM1699'RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK, STAMPED AZI,
 CM1699'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CM1699'FLUSH WITH THE GROUND.  IT IS 3.9 FEET EAST OF A POWER POLE, 46.6
 CM1699'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD.
 CM1699'
 CM1699'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1667 ***********************************************************************
 BT1667  DESIGNATION -  BV 129 209
 BT1667  PID         -  BT1667
 BT1667  STATE/COUNTY-  GA/SUMTER
 BT1667  USGS QUAD   -  SMITHVILLE WEST (1973)
 BT1667
 BT1667                         *CURRENT SURVEY CONTROL
 BT1667  ___________________________________________________________________
 BT1667* NAD 83(1994)-  31 55 27.70664(N)    084 16 46.20359(W)     ADJUSTED  
 BT1667* NAVD 88     -       101.9    (meters)     334.     (feet)  VERTCON   
 BT1667  ___________________________________________________________________
 BT1667  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BT1667  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT1667
 BT1667  HORZ ORDER  -  SECOND
 BT1667
 BT1667.The horizontal coordinates were established by classical geodetic methods
 BT1667.and adjusted by the National Geodetic Survey in September 1997..
 BT1667
 BT1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1667
 BT1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1667
 BT1667.The geoid height was determined by GEOID03.
 BT1667
 BT1667;                    North         East     Units Scale Factor Converg.
 BT1667;SPC GA W     -   213,336.156   689,330.250   MT  0.99990140   -0 03 34.8
 BT1667;SPC GA W     -   699,920.37  2,261,577.66   sFT  0.99990140   -0 03 34.8
 BT1667;UTM  16      - 3,535,282.610   757,219.313   MT  1.00041604   +1 26 21.8
 BT1667
 BT1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1667!SPC GA W     -   0.99998817  x   0.99990140  =   0.99988957
 BT1667!UTM  16      -   0.99998817  x   1.00041604  =   1.00040421
 BT1667
 BT1667:                Primary Azimuth Mark                     Grid Az
 BT1667:SPC GA W     -  SUMTER                                   044 33 10.9
 BT1667:UTM  16      -  SUMTER                                   043 03 14.3
 BT1667
 BT1667|---------------------------------------------------------------------|
 BT1667| PID    Reference Object                     Distance      Geod. Az  |
 BT1667|                                                           dddmmss.s |
 BT1667| BT1658 SUMTER                              APPROX. 3.3 KM 0442936.1 |
 BT1667| CY8594 BV 129 209 AZ MK                                   2732116.6 |
 BT1667| BT1666 BV 129 209 GAHD 1973 PTA             17.544 METERS 27516     |
 BT1667|---------------------------------------------------------------------|
 BT1667
 BT1667                          SUPERSEDED SURVEY CONTROL
 BT1667
 BT1667  NAD 83(1986)-  31 55 27.71120(N)    084 16 46.20518(W) AD(       ) 2
 BT1667  NAD 27      -  31 55 27.10650(N)    084 16 46.52519(W) AD(       ) 2
 BT1667  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG       
 BT1667
 BT1667.Superseded values are not recommended for survey control.
 BT1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1667.See file dsdata.txt to determine how the superseded data were derived.
 BT1667
 BT1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5721935283(NAD 83)
 BT1667_MARKER: DD = SURVEY DISK
 BT1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1667
 BT1667  HISTORY     - Date     Condition        Report By
 BT1667  HISTORY     - 1973     MONUMENTED       GADT
 BT1667
 BT1667                          STATION DESCRIPTION
 BT1667
 BT1667'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1667'THE STATION IS LOCATED APPROXIMATELY 10.9 MILES SOUTHWEST OF
 BT1667'AMERICUS, 10.1 MILES SOUTHWEST OF PLAINS, AND 2.2 MILES NORTHWEST
 BT1667'OF SMITHVILLE.
 BT1667'
 BT1667'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND GA
 BT1667'308 IN SMITHVILLE, PROCEED WEST ON GA 308 FOR 0.9 MILE TO THE
 BT1667'STATION ON THE LEFT.
 BT1667'
 BT1667'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 129-209.  THE
 BT1667'SURFACE MARK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1667'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 36.0 FEET SOUTH OF
 BT1667'THE CENTERLINE OF GA 308, 4.0 FEET NORTH OF THE WITNESS POST,
 BT1667'AND 31.0 FEET WEST OF THE POWER POLE.  NOTE--THERE IS NO
 BT1667'UNDERGROUND MARKER.
 BT1667'
 BT1667'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WEST ON GA
 BT1667'308 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH
 BT1667'MARK IS A STANDARD BRASS DISK, STAMPED AZI, SET IN THE TOP OF A
 BT1667'10-INCH CYLINDRICAL CONCRETE THAT IS FLUSH WITH THE GROUND.  IT
 BT1667'IS 3.0 FEET NORTH OF THE CENTERLINE OF GA 308, AND 3.6 FEET EAST
 BT1667'OF THE WITNESS POST.
 BT1667'
 BT1667'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1668 ***********************************************************************
 BT1668  DESIGNATION -  BV 129 210
 BT1668  PID         -  BT1668
 BT1668  STATE/COUNTY-  GA/SUMTER
 BT1668  USGS QUAD   -  SMITHVILLE WEST (1973)
 BT1668
 BT1668                         *CURRENT SURVEY CONTROL
 BT1668  ___________________________________________________________________
 BT1668* NAD 83(1994)-  31 56 38.81998(N)    084 18 59.98219(W)     ADJUSTED  
 BT1668* NAVD 88     -       122.5    (meters)     402.     (feet)  VERTCON   
 BT1668  ___________________________________________________________________
 BT1668  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BT1668  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT1668
 BT1668  HORZ ORDER  -  SECOND
 BT1668
 BT1668.The horizontal coordinates were established by classical geodetic methods
 BT1668.and adjusted by the National Geodetic Survey in September 1997..
 BT1668
 BT1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1668
 BT1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1668
 BT1668.The geoid height was determined by GEOID03.
 BT1668
 BT1668;                    North         East     Units Scale Factor Converg.
 BT1668;SPC GA W     -   215,530.605   685,819.317   MT  0.99990248   -0 04 45.7
 BT1668;SPC GA W     -   707,119.99  2,250,058.88   sFT  0.99990248   -0 04 45.7
 BT1668;UTM  16      - 3,537,385.492   753,650.366   MT  1.00039354   +1 25 13.8
 BT1668
 BT1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1668!SPC GA W     -   0.99998494  x   0.99990248  =   0.99988742
 BT1668!UTM  16      -   0.99998494  x   1.00039354  =   1.00037847
 BT1668
 BT1668|---------------------------------------------------------------------|
 BT1668| PID    Reference Object                     Distance      Geod. Az  |
 BT1668|                                                           dddmmss.s |
 BT1668| BT1665 BV 129 210 GAHD 1973 PTA             12.937 METERS 19704     |
 BT1668| CY8595 BV 129 210 AZ MK                                   3414800.4 |
 BT1668|---------------------------------------------------------------------|
 BT1668
 BT1668                          SUPERSEDED SURVEY CONTROL
 BT1668
 BT1668  NAD 83(1986)-  31 56 38.82475(N)    084 18 59.98363(W) AD(       ) 2
 BT1668  NAD 27      -  31 56 38.23255(N)    084 19 00.29701(W) AD(       ) 2
 BT1668  NGVD 29 (07/19/86)  122.6    (m)          402.     (f) VERT ANG       
 BT1668
 BT1668.Superseded values are not recommended for survey control.
 BT1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1668.See file dsdata.txt to determine how the superseded data were derived.
 BT1668
 BT1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5365037385(NAD 83)
 BT1668_MARKER: DD = SURVEY DISK
 BT1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1668
 BT1668  HISTORY     - Date     Condition        Report By
 BT1668  HISTORY     - 1973     MONUMENTED       GADT
 BT1668  HISTORY     - 20050201 MARK NOT FOUND   GADT
 BT1668
 BT1668                          STATION DESCRIPTION
 BT1668
 BT1668'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1668'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES NORTHWEST OF
 BT1668'SMITHVILLE, 10.3 MILES SOUTHWEST OF AMERICUS, AND 12.0 MILES
 BT1668'NORTHEAST OF PARROTT.
 BT1668'
 BT1668'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 280 (GA. 27)
 BT1668'AND GA. 308 IN PLAINS, GO SOUTHEAST ALONG GA. 308 FOR 7.7 MILES
 BT1668'TO THE STATION ON THE RIGHT IN MR. LANES YARD.
 BT1668'
 BT1668'STATION MARKS ARE STANDARD BRASS DISK, STAMPED 129-210.  THE
 BT1668'SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1668'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 36.0 FEET WEST
 BT1668'OF THE CENTERLINE OF GA. 308, 110.0 FEET NORTHEAST OF THE EAST
 BT1668'CORNER OF A FRAME HOUSE, AND 109.0 FEET EAST OF THE NORTH CORNER
 BT1668'OF A FRAME HOUSE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1668'MASS OF CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1668'
 BT1668'TO REACH THE AZIMUTH MARK FROM BV STATION, GO NORTH ALONG GA. 308
 BT1668'FOR 0.21 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK
 BT1668'IS A STANDARD BRASS DISK, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1668'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1668'IS 6.9 FEET SOUTH OF A POWER POLE, 35.5 FEET EAST OF THE
 BT1668'CENTERLINE OF GA. 308, AND 3.9 FEET WEST OF A FENCE.
 BT1668'
 BT1668'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 BT1668
 BT1668                          STATION RECOVERY (2005)
 BT1668
 BT1668'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BT1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1713 ***********************************************************************
 BT1713  DESIGNATION -  BV 129 211
 BT1713  PID         -  BT1713
 BT1713  STATE/COUNTY-  GA/SUMTER
 BT1713  USGS QUAD   -  BOTTSFORD (1973)
 BT1713
 BT1713                         *CURRENT SURVEY CONTROL
 BT1713  ___________________________________________________________________
 BT1713* NAD 83(1994)-  31 57 20.67329(N)    084 23 05.15274(W)     ADJUSTED  
 BT1713* NAVD 88     -       132.0    (meters)     433.     (feet)  VERTCON   
 BT1713  ___________________________________________________________________
 BT1713  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT1713  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT1713
 BT1713  HORZ ORDER  -  SECOND
 BT1713
 BT1713.The horizontal coordinates were established by classical geodetic methods
 BT1713.and adjusted by the National Geodetic Survey in September 1997..
 BT1713
 BT1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1713
 BT1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1713
 BT1713.The geoid height was determined by GEOID03.
 BT1713
 BT1713;                    North         East     Units Scale Factor Converg.
 BT1713;SPC GA W     -   216,830.574   679,383.383   MT  0.99990524   -0 06 55.6
 BT1713;SPC GA W     -   711,384.97  2,228,943.65   sFT  0.99990524   -0 06 55.6
 BT1713;UTM  16      - 3,538,517.066   747,179.568   MT  1.00035357   +1 23 05.5
 BT1713
 BT1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1713!SPC GA W     -   0.99998344  x   0.99990524  =   0.99988868
 BT1713!UTM  16      -   0.99998344  x   1.00035357  =   1.00033700
 BT1713
 BT1713:                Primary Azimuth Mark                     Grid Az
 BT1713:SPC GA W     -  BV 129 211 AZ MK                         272 59 35.2
 BT1713:UTM  16      -  BV 129 211 AZ MK                         271 29 34.1
 BT1713
 BT1713|---------------------------------------------------------------------|
 BT1713| PID    Reference Object                     Distance      Geod. Az  |
 BT1713|                                                           dddmmss.s |
 BT1713| CY8596 BV 129 211 AZ MK                                   2725239.6 |
 BT1713| BT1711 BV 129 211 GAHD 1973 PTA             10.771 METERS 35438     |
 BT1713|---------------------------------------------------------------------|
 BT1713
 BT1713                          SUPERSEDED SURVEY CONTROL
 BT1713
 BT1713  NAD 83(1986)-  31 57 20.67828(N)    084 23 05.15391(W) AD(       ) 2
 BT1713  NAD 27      -  31 57 20.10055(N)    084 23 05.46887(W) AD(       ) 2
 BT1713  NGVD 29 (07/19/86)  132.1    (m)          433.     (f) VERT ANG       
 BT1713
 BT1713.Superseded values are not recommended for survey control.
 BT1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1713.See file dsdata.txt to determine how the superseded data were derived.
 BT1713
 BT1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4718038517(NAD 83)
 BT1713_MARKER: DD = SURVEY DISK
 BT1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1713
 BT1713  HISTORY     - Date     Condition        Report By
 BT1713  HISTORY     - 1973     MONUMENTED       GADT
 BT1713
 BT1713                          STATION DESCRIPTION
 BT1713
 BT1713'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1713'THE STATION IS ABOUT 5.4 MILES SOUTH OF PLAINS, 12.0 MILES
 BT1713'SOUTHWEST OF AMERICUS AND 8.5 MILES NORTHWEST OF SMITHVILLE.
 BT1713'
 BT1713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 BT1713'STATE HIGHWAY 308 IN PLAINS, GO SOUTHEAST ON HIGHWAY 308 FOR
 BT1713'5.1 MILES TO THE JUNCTION WITH COUNTY ROAD S-2089.  TURN RIGHT
 BT1713'AND GO SOUTHWEST ON COUNTY ROAD S-2089 FOR 2.9 MILES TO THE
 BT1713'STATION ON THE LEFT.
 BT1713'
 BT1713'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 BT1713'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 BT1713'
 BT1713'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1713'DEPARTMENT, STAMPED 129-211.  THE SURFACE DISK IS SET IN THE TOP
 BT1713'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 BT1713'THE GROUND.  IT IS 1.5 FEET NORTH OF A FENCE, 48.8 FEET SOUTH OF
 BT1713'THE CENTER OF COUNTY ROAD S-2089 AND 70.0 FEET WEST OF A
 BT1713'TELEPHONE LINE POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1713'MASS OF CONCRETE 23 INCHES BELOW THE GROUND SURFACE.
 BT1713'
 BT1713'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1713'DEPARTMENT, STAMPED AZI AND SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1713'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 45.0
 BT1713'FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 3.0 FEET NORTH OF A
 BT1713'FENCE AND 7.5 FEET SOUTHEAST OF A POWER LINE POLE.
 BT1713'
 BT1713'HEIGHT OF LIGHT ABOVE STATION MARK 1.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1710 ***********************************************************************
 CM1710  DESIGNATION -  BV 129 212
 CM1710  PID         -  CM1710
 CM1710  STATE/COUNTY-  GA/SUMTER
 CM1710  USGS QUAD   -  PLAINS (1981)
 CM1710
 CM1710                         *CURRENT SURVEY CONTROL
 CM1710  ___________________________________________________________________
 CM1710* NAD 83(1994)-  32 00 50.03620(N)    084 24 12.43501(W)     ADJUSTED  
 CM1710* NAVD 88     -       149.6    (meters)     491.     (feet)  VERTCON   
 CM1710  ___________________________________________________________________
 CM1710  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CM1710  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM1710
 CM1710  HORZ ORDER  -  SECOND
 CM1710
 CM1710.The horizontal coordinates were established by classical geodetic methods
 CM1710.and adjusted by the National Geodetic Survey in September 1997..
 CM1710
 CM1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1710
 CM1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1710
 CM1710.The geoid height was determined by GEOID03.
 CM1710
 CM1710;                    North         East     Units Scale Factor Converg.
 CM1710;SPC GA W     -   223,282.424   677,630.790   MT  0.99990617   -0 07 31.9
 CM1710;SPC GA W     -   732,552.42  2,223,193.68   sFT  0.99990617   -0 07 31.9
 CM1710;UTM  16      - 3,544,923.608   745,257.669   MT  1.00034188   +1 22 37.9
 CM1710
 CM1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1710!SPC GA W     -   0.99998066  x   0.99990617  =   0.99988683
 CM1710!UTM  16      -   0.99998066  x   1.00034188  =   1.00032253
 CM1710
 CM1710|---------------------------------------------------------------------|
 CM1710| PID    Reference Object                     Distance      Geod. Az  |
 CM1710|                                                           dddmmss.s |
 CM1710| CM1713 BV 129 212 GAHD 1973 PTA             12.696 METERS 00014     |
 CM1710| CY8597 BV 129 212 AZ MK                                   0095452.8 |
 CM1710| CM1709 PLAINS E MUN TANK                   APPROX. 2.8 KM 0295823.7 |
 CM1710|---------------------------------------------------------------------|
 CM1710
 CM1710                          SUPERSEDED SURVEY CONTROL
 CM1710
 CM1710  NAD 83(1986)-  32 00 50.04122(N)    084 24 12.43563(W) AD(       ) 2
 CM1710  NAD 27      -  32 00 49.45433(N)    084 24 12.74666(W) AD(       ) 2
 CM1710  NGVD 29 (07/19/86)  149.7    (m)          491.     (f) VERT ANG       
 CM1710
 CM1710.Superseded values are not recommended for survey control.
 CM1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1710.See file dsdata.txt to determine how the superseded data were derived.
 CM1710
 CM1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4525844924(NAD 83)
 CM1710_MARKER: DD = SURVEY DISK
 CM1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1710
 CM1710  HISTORY     - Date     Condition        Report By
 CM1710  HISTORY     - 1973     MONUMENTED       GADT
 CM1710
 CM1710                          STATION DESCRIPTION
 CM1710
 CM1710'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1710'THE STATION IS ABOUT 1.6 MILES SOUTHWEST OF PLAINS, 11.2 MILES
 CM1710'SOUTHWEST OF AMERICUS AND 11.5 MILES NORTHWEST OF SMITHVILLE.
 CM1710'
 CM1710'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 308 AND
 CM1710'45 IN PLAINS, GO SOUTHWEST ON HIGHWAY 45 FOR 1.0 MILE TO THE
 CM1710'JUNCTION WITH COUNTY ROAD 89 (GRADED ROAD) ON THE LEFT.  TURN
 CM1710'LEFT AND GO SOUTH ON ROAD 89 FOR 0.5 MILE TO THE STATION ON THE
 CM1710'RIGHT.
 CM1710'
 CM1710'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY
 CM1710'ROAD 89 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 CM1710'
 CM1710'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 CM1710'DEPARTMENT, STAMPED BV 129-212.  THE SURFACE DISK IS SET IN THE
 CM1710'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 CM1710'WITH THE GROUND.  IT IS 8.7 FEET WEST OF THE CENTER OF COUNTY
 CM1710'ROAD 89, 13.0 FEET EAST OF A FENCE AND 13.3 FEET NORTHEAST OF
 CM1710'A 24-INCH OAK TREE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CM1710'MASS OF CONCRETE 1.7 FEET BELOW THE SURFACE OF THE GROUND.
 CM1710'
 CM1710'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1710'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1710'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 33.0
 CM1710'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 45 AND 12.0 FEET
 CM1710'SOUTHEAST OF THE CENTER OF COUNTY ROAD 89.
 CM1710'
 CM1710'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1705 ***********************************************************************
 CM1705  DESIGNATION -  BV 129 213
 CM1705  PID         -  CM1705
 CM1705  STATE/COUNTY-  GA/SUMTER
 CM1705  USGS QUAD   -  LAKE COLLINS (1985)
 CM1705
 CM1705                         *CURRENT SURVEY CONTROL
 CM1705  ___________________________________________________________________
 CM1705* NAD 83(1994)-  32 01 31.05752(N)    084 22 13.22705(W)     ADJUSTED  
 CM1705* NAVD 88     -       146.5    (meters)     481.     (feet)  VERTCON   
 CM1705  ___________________________________________________________________
 CM1705  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CM1705  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1705
 CM1705  HORZ ORDER  -  SECOND
 CM1705
 CM1705.The horizontal coordinates were established by classical geodetic methods
 CM1705.and adjusted by the National Geodetic Survey in September 1997..
 CM1705
 CM1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1705
 CM1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1705
 CM1705.The geoid height was determined by GEOID03.
 CM1705
 CM1705;                    North         East     Units Scale Factor Converg.
 CM1705;SPC GA W     -   224,539.465   680,761.378   MT  0.99990456   -0 06 28.8
 CM1705;SPC GA W     -   736,676.56  2,233,464.62   sFT  0.99990456   -0 06 28.8
 CM1705;UTM  16      - 3,546,262.925   748,355.591   MT  1.00036074   +1 23 42.7
 CM1705
 CM1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1705!SPC GA W     -   0.99998115  x   0.99990456  =   0.99988571
 CM1705!UTM  16      -   0.99998115  x   1.00036074  =   1.00034188
 CM1705
 CM1705:                Primary Azimuth Mark                     Grid Az
 CM1705:SPC GA W     -  BV 129 213 AZ MK                         088 02 59.9
 CM1705:UTM  16      -  BV 129 213 AZ MK                         086 32 48.4
 CM1705
 CM1705|---------------------------------------------------------------------|
 CM1705| PID    Reference Object                     Distance      Geod. Az  |
 CM1705|                                                           dddmmss.s |
 CM1705| CY8598 BV 129 213 AZ MK                                   0875631.1 |
 CM1705| CM1706 BV 129 213 GAHD 1973 PTA             15.334 METERS 29359     |
 CM1705| CM1709 PLAINS E MUN TANK                   APPROX. 2.1 KM 3030821.2 |
 CM1705|---------------------------------------------------------------------|
 CM1705
 CM1705                          SUPERSEDED SURVEY CONTROL
 CM1705
 CM1705  NAD 83(1986)-  32 01 31.06234(N)    084 22 13.22753(W) AD(       ) 2
 CM1705  NAD 27      -  32 01 30.47554(N)    084 22 13.54162(W) AD(       ) 2
 CM1705  NGVD 29 (07/19/86)  146.6    (m)          481.     (f) VERT ANG       
 CM1705
 CM1705.Superseded values are not recommended for survey control.
 CM1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1705.See file dsdata.txt to determine how the superseded data were derived.
 CM1705
 CM1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4835646263(NAD 83)
 CM1705_MARKER: DD = SURVEY DISK
 CM1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1705
 CM1705  HISTORY     - Date     Condition        Report By
 CM1705  HISTORY     - 1973     MONUMENTED       GADT
 CM1705
 CM1705                          STATION DESCRIPTION
 CM1705
 CM1705'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1705'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF
 CM1705'PLAINS, 8.8 MILES SOUTHWEST OF AMERICUS, AND 10.8 MILES
 CM1705'NORTHWEST OF SMITHVILLE.
 CM1705'
 CM1705'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 280 (GA. 27)
 CM1705'AND GA. 308 IN PLAINS, GO SOUTHEAST ALONG GA. 308 FOR 0.8 MILE
 CM1705'TO THE INTERSECTION PAVED COUNTY ROAD NO. 82 ON THE LEFT, TURN
 CM1705'LEFT AND GO EAST ALONG THE PAVED ROAD FOR 1.0 MILE TO THE STATION
 CM1705'ON THE RIGHT.
 CM1705'
 CM1705'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1705'DEPARTMENT, STAMPED 129-213.  THE SURFACE DISK IS SET IN THE TOP
 CM1705'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1705'THE GROUND.  IT IS 37.7 FEET SOUTH OF THE CENTERLINE OF THE
 CM1705'PAVED COUNTY ROAD, 2.2 FEET SOUTHWEST OF A TELEPHONE POLE, AND
 CM1705'7.2 FEET NORTH OF A ROW OF 6-INCH PINES.  THE UNDERGROUND MARK
 CM1705'IS SET IN AN IRREGULAR MASS OF CONCRETE 1.9 FEET BELOW THE
 CM1705'SURFACE MARK.
 CM1705'
 CM1705'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE
 CM1705'PAVED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE
 CM1705'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1705'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1705'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.0 FOOT
 CM1705'SOUTH OF A FENCE, AND 41.0 FEET NORTH OF THE CENTERLINE OF THE
 CM1705'PAVED ROAD.
 CM1705'
 CM1705'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2055 ***********************************************************************
 CM2055  DESIGNATION -  BV 130 200
 CM2055  PID         -  CM2055
 CM2055  STATE/COUNTY-  GA/TALBOT
 CM2055  USGS QUAD   -  WAVERLY HALL (1985)
 CM2055
 CM2055                         *CURRENT SURVEY CONTROL
 CM2055  ___________________________________________________________________
 CM2055* NAD 83(1994)-  32 39 18.43759(N)    084 40 01.67690(W)     ADJUSTED  
 CM2055* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 CM2055  ___________________________________________________________________
 CM2055  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CM2055  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CM2055
 CM2055  HORZ ORDER  -  SECOND
 CM2055
 CM2055.The horizontal coordinates were established by classical geodetic methods
 CM2055.and adjusted by the National Geodetic Survey in September 1997..
 CM2055
 CM2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2055
 CM2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2055
 CM2055.The geoid height was determined by GEOID03.
 CM2055
 CM2055;                    North         East     Units Scale Factor Converg.
 CM2055;SPC GA W     -   294,468.340   653,053.195   MT  0.99992717   -0 16 12.2
 CM2055;SPC GA W     -   966,101.55  2,142,558.69   sFT  0.99992717   -0 16 12.2
 CM2055;UTM  16      - 3,615,458.995   718,796.102   MT  1.00019034   +1 15 33.4
 CM2055
 CM2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2055!SPC GA W     -   0.99996692  x   0.99992717  =   0.99989409
 CM2055!UTM  16      -   0.99996692  x   1.00019034  =   1.00015725
 CM2055
 CM2055:                Primary Azimuth Mark                     Grid Az
 CM2055:SPC GA W     -  BV 130 200 AZ MK                         064 58 53.9
 CM2055:UTM  16      -  BV 130 200 AZ MK                         063 27 08.3
 CM2055
 CM2055|---------------------------------------------------------------------|
 CM2055| PID    Reference Object                     Distance      Geod. Az  |
 CM2055|                                                           dddmmss.s |
 CM2055| CY8599 BV 130 200 AZ MK                                   0644241.7 |
 CM2055| CM2056 BV 130 200 GADT 1974 PTA             24.927 METERS 20840     |
 CM2055| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX.22.1 KM 3513558.9 |
 CM2055|---------------------------------------------------------------------|
 CM2055
 CM2055                          SUPERSEDED SURVEY CONTROL
 CM2055
 CM2055  NAD 83(1994)-  32 39 18.44191(N)    084 40 01.67591(W) AD(       ) 2
 CM2055  NAD 83(1986)-  32 39 18.44299(N)    084 40 01.67611(W) AD(       ) 2
 CM2055  NAD 27      -  32 39 17.95008(N)    084 40 01.94926(W) AD(       ) 2
 CM2055  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 CM2055
 CM2055.Superseded values are not recommended for survey control.
 CM2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2055.See file dsdata.txt to determine how the superseded data were derived.
 CM2055
 CM2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1879615459(NAD 83)
 CM2055_MARKER: DD = SURVEY DISK
 CM2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2055
 CM2055  HISTORY     - Date     Condition        Report By
 CM2055  HISTORY     - 1974     MONUMENTED       GADT
 CM2055
 CM2055                          STATION DESCRIPTION
 CM2055
 CM2055'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2055'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 CM2055'WAVERLY HALL, 11 MILES SOUTHWEST OF WOODLAND, AND 11 MILES
 CM2055'SOUTH-SOUTHEAST OF SHILOH ON THE PROPERTY OF R. A. WILLIS.
 CM2055'
 CM2055'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM2055'AND U.S. HIGHWAY 27 ALT IN WAVERLY HALL, TRAVEL SOUTH ON
 CM2055'U.S. HIGHWAY 27 ALT FOR 0.5 MILE TO THE JUNCTION OF RIDGEWAY
 CM2055'ROAD (HARRIS COUNTY ROAD 200) TO THE LEFT.  TURN LEFT, TRAVELING
 CM2055'SOUTHEASTERLY ON RIDGEWAY ROAD FOR 3.8 MILES TO THE JUNCTION OF
 CM2055'STATE ROUTE 315 CROSSING.  TURN LEFT, TRAVELING EAST ON STATE
 CM2055'ROUTE 315 FOR 1.85 MILES TO THE HARRIS-TALBOT COUNTY LINE.
 CM2055'CONTINUE TRAVELING EAST ON STATE ROUTE 315 FOR 1.7 MILES TO THE
 CM2055'STATION ON THE RIGHT.
 CM2055'
 CM2055'THE STATION IS A STANDARD BRASS DISK STAMPED 130-200, SET IN THE
 CM2055'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2055'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK
 CM2055'STAMPED 130-200 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM2055'31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 67.0
 CM2055'FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 19.8 FEET
 CM2055'NORTH-NORTHWEST OF A 10 INCH PINE TREE, 6.3 FEET EAST OF A
 CM2055'WITNESS POST, AND 2.3 FEET WEST OF A POWER POLE.
 CM2055'
 CM2055'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2055'EAST ON STATE ROUTE 315 FOR 0.75 MILE TO THE MARK ON THE LEFT.  IT
 CM2055'IS A STANDARD DISK STAMPED 130-200 AZMK, SET IN THE TOP OF A 10
 CM2055'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2055'GROUND.  IT IS LOCATED 40 FEET NORTH OF THE CENTERLINE OF THE
 CM2055'ROADWAY, 315 FEET SOUTH OF A PINE TREE, 25.0 FEET SOUTHWEST OF A
 CM2055'12 INCH TWIN OAK TREE, 19.7 FEET EAST OF A STATE RIGHT OF WAY
 CM2055'MARKER, AND 1.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2057 ***********************************************************************
 CM2057  DESIGNATION -  BV 130 201
 CM2057  PID         -  CM2057
 CM2057  STATE/COUNTY-  GA/TALBOT
 CM2057  USGS QUAD   -  WAVERLY HALL (1985)
 CM2057
 CM2057                         *CURRENT SURVEY CONTROL
 CM2057  ___________________________________________________________________
 CM2057* NAD 83(1994)-  32 44 24.97801(N)    084 38 23.48538(W)     ADJUSTED  
 CM2057* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 CM2057  ___________________________________________________________________
 CM2057  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CM2057  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CM2057
 CM2057  HORZ ORDER  -  SECOND
 CM2057
 CM2057.The horizontal coordinates were established by classical geodetic methods
 CM2057.and adjusted by the National Geodetic Survey in September 1997..
 CM2057
 CM2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2057
 CM2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2057
 CM2057.The geoid height was determined by GEOID03.
 CM2057
 CM2057;                    North         East     Units Scale Factor Converg.
 CM2057;SPC GA W     -   303,898.871   655,653.951   MT  0.99992424   -0 15 21.3
 CM2057;SPC GA W     -   997,041.55  2,151,091.34   sFT  0.99992424   -0 15 21.3
 CM2057;UTM  16      - 3,624,958.224   721,144.586   MT  1.00020307   +1 16 37.1
 CM2057
 CM2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2057!SPC GA W     -   0.99996957  x   0.99992424  =   0.99989381
 CM2057!UTM  16      -   0.99996957  x   1.00020307  =   1.00017263
 CM2057
 CM2057:                Primary Azimuth Mark                     Grid Az
 CM2057:SPC GA W     -  BV 130 201 AZ MK                         254 53 48.8
 CM2057:UTM  16      -  BV 130 201 AZ MK                         253 21 50.4
 CM2057
 CM2057|---------------------------------------------------------------------|
 CM2057| PID    Reference Object                     Distance      Geod. Az  |
 CM2057|                                                           dddmmss.s |
 CM2057| CY8600 BV 130 201 AZ MK                                   2543827.5 |
 CM2057| CM2058 BV 130 202                          381.600 METERS 33619     |
 CM2057|---------------------------------------------------------------------|
 CM2057
 CM2057                          SUPERSEDED SURVEY CONTROL
 CM2057
 CM2057  NAD 83(1994)-  32 44 24.98252(N)    084 38 23.48480(W) AD(       ) 2
 CM2057  NAD 83(1986)-  32 44 24.98341(N)    084 38 23.48455(W) AD(       ) 2
 CM2057  NAD 27      -  32 44 24.49796(N)    084 38 23.75848(W) AD(       ) 2
 CM2057  NGVD 29 (07/19/86)  221.3    (m)          726.     (f) VERT ANG       
 CM2057
 CM2057.Superseded values are not recommended for survey control.
 CM2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2057.See file dsdata.txt to determine how the superseded data were derived.
 CM2057
 CM2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2114524958(NAD 83)
 CM2057_MARKER: DD = SURVEY DISK
 CM2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2057
 CM2057  HISTORY     - Date     Condition        Report By
 CM2057  HISTORY     - 1974     MONUMENTED       GADT
 CM2057
 CM2057                          STATION DESCRIPTION
 CM2057
 CM2057'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2057'THE STATION IS LOCATED APPROXIMATELY 7 MILES NORTHWEST OF TALBOTTON,
 CM2057'7 MILES NORTHEAST OF WAVERLY HALL, AND 6 MILES SOUTHEAST OF SHILOH
 CM2057'ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM2057'
 CM2057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 ALT
 CM2057'AND STATE ROUTE 208 IN WAVERLY HALL, TRAVEL EAST ON STATE ROUTE 208
 CM2057'FOR 2.0 MILES TO THE JUNCTION OF STATE ROUTE 36 ON THE LEFT.  TURN
 CM2057'LEFT, TRAVELING NORTHEASTERLY ON STATE ROUTE 36 FOR 3.0 MILES TO
 CM2057'THE JUNCTION OF WALKER ROAD (COUNTY ROAD 57) ON THE LEFT.  CONTINUE
 CM2057'TRAVELING NORTHEASTERLY ON STATE ROUTE 36 FOR 2.1 MILES TO THE
 CM2057'JUNCTION OF COUNTY ROAD 53 ON THE LEFT.  TURN LEFT, TRAVELING
 CM2057'NORTH ON COUNTY ROAD 53 FOR 1.1 MILES TO A BRIDGE.  CONTINUE
 CM2057'TRAVELING NORTH ON COUNTY ROAD 53 FOR 0.3 MILES TO THE JUNCTION
 CM2057'OF A WOODS ROAD ON THE RIGHT.  TURN RIGHT, TRAVELING IN AN
 CM2057'EASTERLY DIRECTION ON THE WOODS ROAD FOR 0.15 MILE TO THE STATION
 CM2057'ON THE LEFT.
 CM2057'
 CM2057'THE STATION IS A STANDARD BRASS DISK STAMPED 130-201, SET IN THE
 CM2057'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CM2057'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM2057'DISK STAMPED 130-201, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2057'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2057'LOCATED 65.7 FEET NORTHEAST OF THE CENTERLINE OF THE WOODS ROAD,
 CM2057'1.0 FOOT WEST OF A WITNESS POST, AND 340 FEET EAST OF THE
 CM2057'CENTERLINE OF COUNTY ROAD 53.
 CM2057'
 CM2057'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE WOODS ROAD AND
 CM2057'COUNTY ROAD 53, CONTINUE TRAVELING NORTHERLY ON COUNTY ROAD 53 FOR
 CM2057'0.15 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED
 CM2057'130-201 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2057'POST 4 INCHES ABOVE THE GROUND SURFACE.  IT IS LOCATED 26.0 FEET
 CM2057'WEST OF THE CENTERLINE OF THE ROADWAY, 1.5 FEET EAST OF A WITNESS
 CM2057'POST, 12.6 FEET EAST OF THE LUCY STOVER HEADSTONE, AND 26.0 FEET
 CM2057'NORTHEAST OF THE NORTHEAST CORNER OF THE CARLISLE FAMILY CEMETERY
 CM2057'PLOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2058 ***********************************************************************
 CM2058  DESIGNATION -  BV 130 202
 CM2058  PID         -  CM2058
 CM2058  STATE/COUNTY-  GA/TALBOT
 CM2058  USGS QUAD   -  WAVERLY HALL (1985)
 CM2058
 CM2058                         *CURRENT SURVEY CONTROL
 CM2058  ___________________________________________________________________
 CM2058* NAD 83(1994)-  32 44 36.32203(N)    084 38 29.37330(W)     ADJUSTED  
 CM2058* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 CM2058  ___________________________________________________________________
 CM2058  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CM2058  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CM2058
 CM2058  HORZ ORDER  -  SECOND
 CM2058
 CM2058.The horizontal coordinates were established by classical geodetic methods
 CM2058.and adjusted by the National Geodetic Survey in September 1997..
 CM2058
 CM2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2058
 CM2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2058
 CM2058.The geoid height was determined by GEOID03.
 CM2058
 CM2058;                    North         East     Units Scale Factor Converg.
 CM2058;SPC GA W     -   304,248.985   655,502.238   MT  0.99992441   -0 15 24.6
 CM2058;SPC GA W     -   998,190.21  2,150,593.59   sFT  0.99992441   -0 15 24.6
 CM2058;UTM  16      - 3,625,304.251   720,983.517   MT  1.00020219   +1 16 34.3
 CM2058
 CM2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2058!SPC GA W     -   0.99996846  x   0.99992441  =   0.99989287
 CM2058!UTM  16      -   0.99996846  x   1.00020219  =   1.00017064
 CM2058
 CM2058|---------------------------------------------------------------------|
 CM2058| PID    Reference Object                     Distance      Geod. Az  |
 CM2058|                                                           dddmmss.s |
 CM2058| CM2057 BV 130 201                          381.600 METERS 15619     |
 CM2058| CY8601 BV 130 202 AZ MK                                   2740236.6 |
 CM2058|---------------------------------------------------------------------|
 CM2058
 CM2058                          SUPERSEDED SURVEY CONTROL
 CM2058
 CM2058  NAD 83(1994)-  32 44 36.32653(N)    084 38 29.37274(W) AD(       ) 2
 CM2058  NAD 83(1986)-  32 44 36.32745(N)    084 38 29.37249(W) AD(       ) 2
 CM2058  NAD 27      -  32 44 35.84246(N)    084 38 29.64625(W) AD(       ) 2
 CM2058  NGVD 29 (07/19/86)  228.4    (m)          749.     (f) VERT ANG       
 CM2058
 CM2058.Superseded values are not recommended for survey control.
 CM2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2058.See file dsdata.txt to determine how the superseded data were derived.
 CM2058
 CM2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2098425304(NAD 83)
 CM2058_MARKER: DD = SURVEY DISK
 CM2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2058
 CM2058  HISTORY     - Date     Condition        Report By
 CM2058  HISTORY     - 1974     MONUMENTED       GADT
 CM2058
 CM2058                          STATION DESCRIPTION
 CM2058
 CM2058'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2058'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTHWEST OF
 CM2058'WOODLAND, 5-3/4 MILES SOUTHEAST OF MANCHESTER, AND 7 MILES NORTHWEST
 CM2058'OF WAVERLY HALL ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM2058'
 CM2058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 ALT
 CM2058'AND STATE ROUTE 208 IN WAVERLY HALL, TRAVEL EAST ON STATE ROUTE 208
 CM2058'FOR 2 MILES TO THE JUNCTION OF STATE ROUTE 36 TO THE LEFT.  TURN
 CM2058'LEFT, PROCEEDING NORTHEAST ON STATE ROUTE 36 FOR 2 MILES TO THE
 CM2058'JUNCTION OF WALKER ROAD (COUNTY ROAD 57) TO THE LEFT.  CONTINUE
 CM2058'ALONG STATE ROUTE 36 FOR 2.1 MILES TO THE JUNCTION OF COUNTY
 CM2058'ROAD 53 ON THE LEFT.  TURN LEFT, GOING ALONG COUNTY ROAD 53 FOR
 CM2058'1.1 MILES TO A CREEK, CONTINUE ON THE COUNTY ROAD FOR 0.5
 CM2058'MILE TO THE JUNCTION OF A WOODS ROAD TO THE RIGHT.  TURN RIGHT,
 CM2058'GOING ALONG THE WOODS ROAD FOR 0.3 MILE TO THE STATION ON THE
 CM2058'RIGHT.
 CM2058'
 CM2058'THE STATION IS A STANDARD BRASS DISK STAMPED 130-202, SET IN THE
 CM2058'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2058'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2058'130-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 26
 CM2058'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 111 FEET
 CM2058'SOUTHEAST OF THE CENTERLINE OF A FIELD ROAD AND 2.5 FEET SOUTH
 CM2058'OF A WITNESS POST.
 CM2058'
 CM2058'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 53 AND
 CM2058'THE WOODS ROAD, CONTINUE ON COUNTY ROAD 53 FOR 0.25 MILE TO A
 CM2058'WOODS ROAD ON THE RIGHT.  TURN RIGHT, FOLLOWING THE WOODS ROAD FOR
 CM2058'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE MARK IS A
 CM2058'STANDARD DISK STAMPED 130-202 AZMK, SET IN THE TOP OF A 10 INCH
 CM2058'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM2058'IT IS LOCATED 69 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 92
 CM2058'FEET EAST OF AN 8 INCH PINE TREE, AND 2 FEET SOUTH OF A WITNESS
 CM2058'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1979 ***********************************************************************
 CM1979  DESIGNATION -  BV 130 203
 CM1979  PID         -  CM1979
 CM1979  STATE/COUNTY-  GA/TALBOT
 CM1979  USGS QUAD   -  MANCHESTER (1985)
 CM1979
 CM1979                         *CURRENT SURVEY CONTROL
 CM1979  ___________________________________________________________________
 CM1979* NAD 83(1994)-  32 47 23.41445(N)    084 34 13.30537(W)     ADJUSTED  
 CM1979* NAVD 88     -       281.2    (meters)     923.     (feet)  VERTCON   
 CM1979  ___________________________________________________________________
 CM1979  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 CM1979  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CM1979
 CM1979  HORZ ORDER  -  SECOND
 CM1979
 CM1979.The horizontal coordinates were established by classical geodetic methods
 CM1979.and adjusted by the National Geodetic Survey in September 1997..
 CM1979
 CM1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1979
 CM1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1979
 CM1979.The geoid height was determined by GEOID03.
 CM1979
 CM1979;                    North         East     Units Scale Factor Converg.
 CM1979;SPC GA W     -   309,368.271   662,187.780   MT  0.99991762   -0 13 07.1
 CM1979;SPC GA W     - 1,014,985.74  2,172,527.74   sFT  0.99991762   -0 13 07.1
 CM1979;UTM  16      - 3,630,602.260   727,531.578   MT  1.00023840   +1 18 58.9
 CM1979
 CM1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1979!SPC GA W     -   0.99996017  x   0.99991762  =   0.99987779
 CM1979!UTM  16      -   0.99996017  x   1.00023840  =   1.00019856
 CM1979
 CM1979:                Primary Azimuth Mark                     Grid Az
 CM1979:SPC GA W     -  BV 130 203 AZ MK                         197 36 10.7
 CM1979:UTM  16      -  BV 130 203 AZ MK                         196 04 04.7
 CM1979
 CM1979|---------------------------------------------------------------------|
 CM1979| PID    Reference Object                     Distance      Geod. Az  |
 CM1979|                                                           dddmmss.s |
 CM1979| CY8602 BV 130 203 AZ MK                                   1972303.6 |
 CM1979|---------------------------------------------------------------------|
 CM1979
 CM1979                          SUPERSEDED SURVEY CONTROL
 CM1979
 CM1979  NAD 83(1994)-  32 47 23.41932(N)    084 34 13.30510(W) AD(       ) 2
 CM1979  NAD 83(1986)-  32 47 23.41979(N)    084 34 13.30457(W) AD(       ) 2
 CM1979  NAD 27      -  32 47 22.93771(N)    084 34 13.58372(W) AD(       ) 2
 CM1979  NGVD 29 (07/19/86)  281.2    (m)          923.     (f) VERT ANG       
 CM1979
 CM1979.Superseded values are not recommended for survey control.
 CM1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1979.See file dsdata.txt to determine how the superseded data were derived.
 CM1979
 CM1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2753230602(NAD 83)
 CM1979_MARKER: DD = SURVEY DISK
 CM1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1979
 CM1979  HISTORY     - Date     Condition        Report By
 CM1979  HISTORY     - 1974     MONUMENTED       GADT
 CM1979
 CM1979                          STATION DESCRIPTION
 CM1979
 CM1979'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1979'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE WEST OF WOODLAND,
 CM1979'7-1/2 MILES NORTHWEST OF MANCHESTER, AND 11-1/4 MILES SOUTHWEST OF
 CM1979'WAVERLY HALL ON THE PROPERTY OF JIM CARR.
 CM1979'
 CM1979'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 41 AND 36
 CM1979'IN WOODLAND, PROCEED NORTH ALONG STATE ROUTE 41 FOR 0.05 MILE TO
 CM1979'THE JUNCTION OF A STREET TO THE LEFT (COUNTY ROAD 56).  TURN LEFT,
 CM1979'GOING WEST ALONG THE STREET FOR 0.05 MILE TO THE JUNCTION OF
 CM1979'HAWKINS ROAD CROSSING (COUNTY ROAD 56 TURNS RIGHT ALONG HAWKINS
 CM1979'ROAD AT THIS POINT).  TURN RIGHT, GOING NORTHWESTERLY ALONG
 CM1979'HAWKINS ROAD FOR 0.2 MILE TO THE JUNCTION OF A DRIVEWAY TO THE
 CM1979'RIGHT.  TURN RIGHT, TRAVELING NORTHERLY ALONG THE DRIVEWAY WHICH
 CM1979'BECOMES A FIELD ROAD AT A HOUSE, FOR 0.2 MILE TO A HIGH HILL AND
 CM1979'THE STATION ON THE RIGHT.
 CM1979'
 CM1979'THE STATION IS A STANDARD BRASS DISK STAMPED 130-203, SET IN THE
 CM1979'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1979'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1979'130-203, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1979'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1.9 FEET
 CM1979'SOUTH OF A WITNESS POST SET ON AN EAST-WEST FENCELINE, 61.5 FEET
 CM1979'SOUTHWEST OF A 15 INCH OAK TREE, 34 FEET SOUTH OF A 12 INCH OAK
 CM1979'TREE, AND 70 FEET SOUTHEAST OF AN 8 INCH PINE TREE.
 CM1979'
 CM1979'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HAWKINS ROAD
 CM1979'(COUNTY ROAD 56) AND THE DRIVEWAY, GO WEST-TO-SOUTH ALONG HAWKINS
 CM1979'ROAD FOR 1.1 MILES TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 CM1979'STAMPED 130-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1979'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1979'LOCATED 2.7 FEET WEST OF A WITNESS POST SET ON A FENCELINE, 38
 CM1979'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET EAST OF THE
 CM1979'TOP EDGE OF AN 8 FOOT CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1982 ***********************************************************************
 CM1982  DESIGNATION -  BV 130 204
 CM1982  PID         -  CM1982
 CM1982  STATE/COUNTY-  GA/TALBOT
 CM1982  USGS QUAD   -  MANCHESTER (1985)
 CM1982
 CM1982                         *CURRENT SURVEY CONTROL
 CM1982  ___________________________________________________________________
 CM1982* NAD 83(1994)-  32 49 37.29375(N)    084 33 15.99635(W)     ADJUSTED  
 CM1982* NAVD 88     -       249.     (meters)     817.     (feet)  VERTCON   
 CM1982  ___________________________________________________________________
 CM1982  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CM1982  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CM1982
 CM1982  HORZ ORDER  -  SECOND
 CM1982
 CM1982.The horizontal coordinates were established by classical geodetic methods
 CM1982.and adjusted by the National Geodetic Survey in September 1997..
 CM1982
 CM1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1982
 CM1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1982
 CM1982.The geoid height was determined by GEOID03.
 CM1982
 CM1982;                    North         East     Units Scale Factor Converg.
 CM1982;SPC GA W     -   313,486.586   663,693.983   MT  0.99991625   -0 12 36.8
 CM1982;SPC GA W     - 1,028,497.24  2,177,469.34   sFT  0.99991625   -0 12 36.8
 CM1982;UTM  16      - 3,634,760.816   728,927.320   MT  1.00024625   +1 19 34.8
 CM1982
 CM1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1982!SPC GA W     -   0.99996524  x   0.99991625  =   0.99988149
 CM1982!UTM  16      -   0.99996524  x   1.00024625  =   1.00021148
 CM1982
 CM1982:                Primary Azimuth Mark                     Grid Az
 CM1982:SPC GA W     -  BV 130 204 AZ MK                         033 25 57.8
 CM1982:UTM  16      -  BV 130 204 AZ MK                         031 53 46.2
 CM1982
 CM1982|---------------------------------------------------------------------|
 CM1982| PID    Reference Object                     Distance      Geod. Az  |
 CM1982|                                                           dddmmss.s |
 CM1982| CY8603 BV 130 204 AZ MK                                   0331321.0 |
 CM1982| CM1983 BV 130 204 GADT 1974 PTA             24.157 METERS 05250     |
 CM1982|---------------------------------------------------------------------|
 CM1982
 CM1982                          SUPERSEDED SURVEY CONTROL
 CM1982
 CM1982  NAD 83(1994)-  32 49 37.29897(N)    084 33 15.99576(W) AD(       ) 2
 CM1982  NAD 83(1986)-  32 49 37.29933(N)    084 33 15.99562(W) AD(       ) 2
 CM1982  NAD 27      -  32 49 36.82070(N)    084 33 16.27335(W) AD(       ) 2
 CM1982  NGVD 29 (07/19/86)  249.     (m)          817.     (f) VERT ANG       
 CM1982
 CM1982.Superseded values are not recommended for survey control.
 CM1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1982.See file dsdata.txt to determine how the superseded data were derived.
 CM1982
 CM1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2892734761(NAD 83)
 CM1982_MARKER: DD = SURVEY DISK
 CM1982_SETTING: 66 = SET IN ROCK OUTCROP
 CM1982_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CM1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1982+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 CM1982
 CM1982  HISTORY     - Date     Condition        Report By
 CM1982  HISTORY     - 1974     MONUMENTED       GADT
 CM1982  HISTORY     - 20040402 GOOD             INDIV
 CM1982
 CM1982                          STATION DESCRIPTION
 CM1982
 CM1982'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1982'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF WOODLAND,
 CM1982'8-1/4 MILES EAST OF MANCHESTER, AND 10-1/4 MILES NORTH OF TALBOTTON
 CM1982'ON THE PROPERTY OF WILLIAM HUFF, JR.
 CM1982'
 CM1982'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 36
 CM1982'AND 41 IN WOODLAND, TRAVEL NORTH ON STATE ROUTE 41 FOR 0.3 MILE
 CM1982'TO COUNTY ROAD 92090 TO THE RIGHT.  TURN RIGHT, TRAVELING EASTERLY
 CM1982'ON COUNTY ROAD 92090 FOR 1.55 MILES TO A RAILROAD
 CM1982'CROSSING.  CONTINUE ON COUNTY ROAD 92090 IN AN EASTERLY DIRECTION
 CM1982'FOR 1 MILE TO A DRIVEWAY TO THE RIGHT.  TURN RIGHT, TRAVELING IN
 CM1982'A SOUTHERLY DIRECTION ALONG THE DRIVEWAY FOR 0.05 MILE TO THE
 CM1982'STATION ON THE LEFT.
 CM1982'
 CM1982'THE STATION IS A STANDARD BRASS DISK STAMPED 130-204, SET IN
 CM1982'A 3/4 INCH DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 CM1982'ROCK.  IT IS LOCATED 53.5 FEET NORTH OF A FENCE RUNNING PARALLEL
 CM1982'WITH THE DIRT DRIVEWAY, 120 FEET NORTHEAST OF A FENCE CORNER,
 CM1982'78 FEET NORTHEAST OF A 10 INCH CEDAR TREE, 57.8 FEET
 CM1982'NORTH-NORTHWEST OF A 12 INCH FORKED CEDAR TREE, 96 FEET NORTHEAST
 CM1982'OF A 10 INCH CEDAR TREE, AND 53 FEET NORTH-NORTHEAST OF A
 CM1982'WITNESS POST SET ON THE FENCELINE.
 CM1982'
 CM1982'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE COUNTY ROAD
 CM1982'AND THE DRIVEWAY, CONTINUE IN AN EASTERLY DIRECTION ALONG COUNTY
 CM1982'ROAD 92090 FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CM1982'STANDARD DISK STAMPED 130-204 AZMK, SET IN THE TOP OF A 10
 CM1982'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1982'GROUND.  IT IS LOCATED 40 FEET SOUTHEAST OF THE CENTERLINE OF
 CM1982'COUNTY ROAD 92090, 2 FEET NORTH-NORTHWEST OF A WITNESS POST,
 CM1982'2.2 FEET NORTH-NORTHWEST OF A WITNESS POST, 2.2 FEET
 CM1982'NORTH-NORTHWEST OF A FENCELINE PARALLEL WITH THE ROAD, 41
 CM1982'FEET WEST OF A WEST GATE POST, AND 19 FEET NORTHWEST OF AN 18 INCH
 CM1982'OAK TREE.
 CM1982
 CM1982                          STATION RECOVERY (2004)
 CM1982
 CM1982'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WC)
 CM1982'BOTH THE AZIMUTH AND SURVEY DISK RECOVERED AS DESCRIBED. THE AZIMUTH
 CM1982'IS NOW SURROUNDED BY A LARGE THICKET OF BRYERS, AND IS UNABLE TO REACH
 CM1982'FROM THE ROAD WITHOUT A CUTTING DEVICE. IT IS BEST TO APPROACH THE
 CM1982'AZIMUTH FROM THE OPPOSING SIDE OF THE FENCE. (NOTE- THE FORMER 16 INCH
 CM1982'TREE IS NOW ROUGHLY ABOUT 36 INCHES.)
 CM1982' 
 CM1982'WITNESS POST FOR SURVEY MARKER IS MISSING. WITNESS POST FOR THE
 CM1982'AZIMUTH IS NOT PRESENT, ALL THAT EXISTS IS THE YELLOW DOT SIGN ON A
 CM1982'STANDARD WITNESS POST ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1978 ***********************************************************************
 CM1978  DESIGNATION -  BV 130 205
 CM1978  PID         -  CM1978
 CM1978  STATE/COUNTY-  GA/TALBOT
 CM1978  USGS QUAD   -  MANCHESTER (1985)
 CM1978
 CM1978                         *CURRENT SURVEY CONTROL
 CM1978  ___________________________________________________________________
 CM1978* NAD 83(1994)-  32 46 51.52087(N)    084 33 35.58454(W)     ADJUSTED  
 CM1978* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 CM1978  ___________________________________________________________________
 CM1978  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CM1978  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CM1978
 CM1978  HORZ ORDER  -  SECOND
 CM1978
 CM1978.The horizontal coordinates were established by classical geodetic methods
 CM1978.and adjusted by the National Geodetic Survey in September 1997..
 CM1978
 CM1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1978
 CM1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1978
 CM1978.The geoid height was determined by GEOID03.
 CM1978
 CM1978;                    North         East     Units Scale Factor Converg.
 CM1978;SPC GA W     -   308,382.159   663,165.559   MT  0.99991672   -0 12 46.4
 CM1978;SPC GA W     - 1,011,750.47  2,175,735.67   sFT  0.99991672   -0 12 46.4
 CM1978;UTM  16      - 3,629,642.379   728,535.744   MT  1.00024405   +1 19 18.2
 CM1978
 CM1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1978!SPC GA W     -   0.99996762  x   0.99991672  =   0.99988434
 CM1978!UTM  16      -   0.99996762  x   1.00024405  =   1.00021166
 CM1978
 CM1978:                Primary Azimuth Mark                     Grid Az
 CM1978:SPC GA W     -  BV 130 205 AZ MK                         259 31 28.6
 CM1978:UTM  16      -  BV 130 205 AZ MK                         257 59 24.0
 CM1978
 CM1978|---------------------------------------------------------------------|
 CM1978| PID    Reference Object                     Distance      Geod. Az  |
 CM1978|                                                           dddmmss.s |
 CM1978| CY8604 BV 130 205 AZ MK                                   2591842.2 |
 CM1978|---------------------------------------------------------------------|
 CM1978
 CM1978                          SUPERSEDED SURVEY CONTROL
 CM1978
 CM1978  NAD 83(1994)-  32 46 51.52578(N)    084 33 35.58420(W) AD(       ) 2
 CM1978  NAD 83(1986)-  32 46 51.52624(N)    084 33 35.58378(W) AD(       ) 2
 CM1978  NAD 27      -  32 46 51.04311(N)    084 33 35.86423(W) AD(       ) 2
 CM1978  NGVD 29 (07/19/86)  233.7    (m)          767.     (f) VERT ANG       
 CM1978
 CM1978.Superseded values are not recommended for survey control.
 CM1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1978.See file dsdata.txt to determine how the superseded data were derived.
 CM1978
 CM1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2853629642(NAD 83)
 CM1978_MARKER: DD = SURVEY DISK
 CM1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1978
 CM1978  HISTORY     - Date     Condition        Report By
 CM1978  HISTORY     - 1974     MONUMENTED       GADT
 CM1978
 CM1978                          STATION DESCRIPTION
 CM1978
 CM1978'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1978'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES NORTH OF TALBOTTON,
 CM1978'8-1/4 MILES SOUTHEAST OF SHILOH, AND 12 MILES NORTHEAST OF WAVERLY
 CM1978'HALL IN WOODLAND ON THE PROPERTY OF THE FRIENDSHIP BAPTIST CHURCH.
 CM1978'
 CM1978'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 36 EAST
 CM1978'AND 41, LOCATED IN WOODLAND, TRAVEL SOUTH ON STATE ROUTE 41 FOR
 CM1978'0.5 MILE TO THE STATION ON THE RIGHT.
 CM1978'
 CM1978'THE STATION IS A STANDARD BRASS DISK STAMPED 130-205, SET IN
 CM1978'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1978'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1978'STAMPED 130-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1978'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1978'LOCATED 143.5 FEET WEST OF THE CENTERLINE OF THE ROADWAY, 37.0
 CM1978'FEET EAST OF THE NORTH CORNER OF THE CHURCH, 53.0 FEET NORTHEAST
 CM1978'OF THE EAST CORNER OF THE CHURCH, AND 60.4 FEET SOUTHEAST OF A
 CM1978'WITNESS POST AND POWER POLE ON THE NORTH SIDE OF THE
 CM1978'CHURCH.
 CM1978'
 CM1978'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 CM1978'130-203 OR BV 130-203 AZMK WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2004 ***********************************************************************
 CM2004  DESIGNATION -  BV 130 206
 CM2004  PID         -  CM2004
 CM2004  STATE/COUNTY-  GA/TALBOT
 CM2004  USGS QUAD   -  TALBOTTON (1985)
 CM2004
 CM2004                         *CURRENT SURVEY CONTROL
 CM2004  ___________________________________________________________________
 CM2004* NAD 83(1994)-  32 44 57.95482(N)    084 34 45.89748(W)     ADJUSTED  
 CM2004* NAVD 88     -       216.9    (meters)     712.     (feet)  VERTCON   
 CM2004  ___________________________________________________________________
 CM2004  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CM2004  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CM2004
 CM2004  HORZ ORDER  -  SECOND
 CM2004
 CM2004.The horizontal coordinates were established by classical geodetic methods
 CM2004.and adjusted by the National Geodetic Survey in September 1997..
 CM2004
 CM2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2004
 CM2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2004
 CM2004.The geoid height was determined by GEOID03.
 CM2004
 CM2004;                    North         East     Units Scale Factor Converg.
 CM2004;SPC GA W     -   304,890.964   661,322.319   MT  0.99991844   -0 13 23.8
 CM2004;SPC GA W     - 1,000,296.44  2,169,688.31   sFT  0.99991844   -0 13 23.8
 CM2004;UTM  16      - 3,626,101.954   726,786.059   MT  1.00023423   +1 18 36.0
 CM2004
 CM2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2004!SPC GA W     -   0.99997023  x   0.99991844  =   0.99988868
 CM2004!UTM  16      -   0.99997023  x   1.00023423  =   1.00020446
 CM2004
 CM2004:                Primary Azimuth Mark                     Grid Az
 CM2004:SPC GA W     -  BV 130 206 AZ MK                         251 29 53.6
 CM2004:UTM  16      -  BV 130 206 AZ MK                         249 57 53.8
 CM2004
 CM2004|---------------------------------------------------------------------|
 CM2004| PID    Reference Object                     Distance      Geod. Az  |
 CM2004|                                                           dddmmss.s |
 CM2004| CY8605 BV 130 206 AZ MK                                   2511629.8 |
 CM2004|---------------------------------------------------------------------|
 CM2004
 CM2004                          SUPERSEDED SURVEY CONTROL
 CM2004
 CM2004  NAD 83(1994)-  32 44 57.95965(N)    084 34 45.89692(W) AD(       ) 2
 CM2004  NAD 83(1986)-  32 44 57.96024(N)    084 34 45.89671(W) AD(       ) 2
 CM2004  NAD 27      -  32 44 57.47435(N)    084 34 46.17630(W) AD(       ) 2
 CM2004  NGVD 29 (07/19/86)  217.0    (m)          712.     (f) VERT ANG       
 CM2004
 CM2004.Superseded values are not recommended for survey control.
 CM2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2004.See file dsdata.txt to determine how the superseded data were derived.
 CM2004
 CM2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2678626102(NAD 83)
 CM2004_MARKER: DD = SURVEY DISK
 CM2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2004
 CM2004  HISTORY     - Date     Condition        Report By
 CM2004  HISTORY     - 1974     MONUMENTED       GADT
 CM2004
 CM2004                          STATION DESCRIPTION
 CM2004
 CM2004'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2004'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTHWEST OF
 CM2004'WOODLAND, 5-1/2 MILES NORTHWEST OF TALBOTTON, AND 10-1/4 MILES
 CM2004'NORTHEAST OF WAVERLY HALL ON STATE RIGHT OF WAY.
 CM2004'
 CM2004'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 41 AND
 CM2004'36 EAST IN WOODLAND, TRAVEL SOUTH ON STATE ROUTE 41 FOR 1.85 MILE
 CM2004'TO THE JUNCTION OF STATE ROUTE 36 WEST ON THE RIGHT.  TURN RIGHT,
 CM2004'TRAVELING WEST ON STATE ROUTE 36 FOR 1.55 MILES TO THE STATION
 CM2004'ON THE LEFT ON AN 8 FOOT CUT BANK.
 CM2004'
 CM2004'THE STATION IS A STANDARD BRASS DISK STAMPED 130-206, SET IN THE
 CM2004'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2004'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK
 CM2004'STAMPED 130-206, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2004'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2004'LOCATED 47.0 FEET SOUTH OF THE CENTERLINE OF THE ROADWAY, 3.5
 CM2004'FEET NORTH OF A WITNESS POST, 24.6 FEET NORTHWEST OF A 6 INCH
 CM2004'PINE TREE, AND 89 FEET SOUTH OF A POWER POLE.
 CM2004'
 CM2004'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2004'IN A WESTERLY DIRECTION ON STATE ROUTE 36 FOR 0.3 MILE TO THE
 CM2004'MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 130-206 AZMK,
 CM2004'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM2004'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 49.0 FEET
 CM2004'SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 4.7 FEET NORTHWEST OF
 CM2004'A WITNESS POST, 36.5 FEET NORTHWEST OF A 10 INCH CEDAR TREE, AND
 CM2004'61.5 FEET NORTHEAST OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1988 ***********************************************************************
 CM1988  DESIGNATION -  BV 130 207
 CM1988  PID         -  CM1988
 CM1988  STATE/COUNTY-  GA/TALBOT
 CM1988  USGS QUAD   -  SHILOH (1985)
 CM1988
 CM1988                         *CURRENT SURVEY CONTROL
 CM1988  ___________________________________________________________________
 CM1988* NAD 83(1994)-  32 47 54.17596(N)    084 40 06.68724(W)     ADJUSTED  
 CM1988* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 CM1988  ___________________________________________________________________
 CM1988  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 CM1988  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CM1988
 CM1988  HORZ ORDER  -  SECOND
 CM1988
 CM1988.The horizontal coordinates were established by classical geodetic methods
 CM1988.and adjusted by the National Geodetic Survey in September 1997..
 CM1988
 CM1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1988
 CM1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1988
 CM1988.The geoid height was determined by GEOID03.
 CM1988
 CM1988;                    North         East     Units Scale Factor Converg.
 CM1988;SPC GA W     -   310,355.174   652,997.868   MT  0.99992723   -0 16 18.7
 CM1988;SPC GA W     - 1,018,223.60  2,142,377.17   sFT  0.99992723   -0 16 18.7
 CM1988;UTM  16      - 3,631,342.826   718,315.847   MT  1.00018773   +1 15 48.3
 CM1988
 CM1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1988!SPC GA W     -   0.99996142  x   0.99992723  =   0.99988866
 CM1988!UTM  16      -   0.99996142  x   1.00018773  =   1.00014915
 CM1988
 CM1988:                Primary Azimuth Mark                     Grid Az
 CM1988:SPC GA W     -  MANCHESTER STA WFDR FM MAST              039 44 19.0
 CM1988:UTM  16      -  MANCHESTER STA WFDR FM MAST              038 12 12.0
 CM1988
 CM1988|---------------------------------------------------------------------|
 CM1988| PID    Reference Object                     Distance      Geod. Az  |
 CM1988|                                                           dddmmss.s |
 CM1988| CM1976 MANCHESTER STA WFDR FM MAST         APPROX. 6.6 KM 0392800.3 |
 CM1988| CM1974 MANCHESTER GA HWY PATROL TWR        APPROX. 6.7 KM 0394839.5 |
 CM1988| CY8606 BV 130 207 AZ MK                                   2170537.7 |
 CM1988| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX. 6.7 KM 3322849.2 |
 CM1988|---------------------------------------------------------------------|
 CM1988
 CM1988                          SUPERSEDED SURVEY CONTROL
 CM1988
 CM1988  NAD 83(1994)-  32 47 54.18039(N)    084 40 06.68702(W) AD(       ) 2
 CM1988  NAD 83(1986)-  32 47 54.18131(N)    084 40 06.68652(W) AD(       ) 2
 CM1988  NAD 27      -  32 47 53.70257(N)    084 40 06.95616(W) AD(       ) 2
 CM1988  NGVD 29 (07/19/86)  273.4    (m)          897.     (f) VERT ANG       
 CM1988
 CM1988.Superseded values are not recommended for survey control.
 CM1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1988.See file dsdata.txt to determine how the superseded data were derived.
 CM1988
 CM1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1831631343(NAD 83)
 CM1988_MARKER: DD = SURVEY DISK
 CM1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1988
 CM1988  HISTORY     - Date     Condition        Report By
 CM1988  HISTORY     - 1974     MONUMENTED       GADT
 CM1988
 CM1988                          STATION DESCRIPTION
 CM1988
 CM1988'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1988'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHEAST OF SHILOH,
 CM1988'3-1/2 MILES SOUTH OF MANCHESTER, AND 6-1/4 MILES WEST OF WOODLAND
 CM1988'ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1988'
 CM1988'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM1988'ALT (STATE ROUTE 85E) AND STATE ROUTE 190, LOCATED AT THE GEORGIA
 CM1988'HIGHWAY PATROL STATION IN MANCHESTER, PROCEED SOUTH ON U.S. HIGHWAY
 CM1988'27 ALT. FOR 0.35 MILE TO STATE ROUTE 41 ON THE LEFT.  CONTINUE ON
 CM1988'U.S. HIGHWAY 27 ALT FOR 2.1 MILES TO SHILOH ROAD (COUNTY ROAD 46)
 CM1988'ON THE RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY 27 ALT FOR 2.7
 CM1988'MILES TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT, TRAVELING
 CM1988'NORTHEAST ON THE WOODS ROAD FOR 0.15 MILE TO A CURVE TO THE
 CM1988'LEFT.  THE AZIMUTH MARK IS LOCATED ABOUT 150 FEET EAST OF
 CM1988'THIS POINT.  CONTINUE AHEAD ON THE WOODS ROAD FOR 0.15 MILE
 CM1988'TO A DIM ROAD ON THE LEFT.  CONTINUE ALONG THE WOODS ROAD FOR
 CM1988'0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, GOING IN
 CM1988'AN EASTERLY DIRECTION FOR 0.15 MILE TO A WINDING DIM ROAD TO
 CM1988'THE STATION LOCATED ON THE RIGHT.
 CM1988'
 CM1988'THE STATION IS A STANDARD BRASS DISK STAMPED 130-207, SET IN THE
 CM1988'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CM1988'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1988'STAMPED 130-207, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1988'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1988'LOCATED 3.1 FEET NORTH OF A WITNESS POST, 458 FEET SOUTHEAST
 CM1988'OF AN 18 INCH TWIN OAK TREE, AND 390 FEET SOUTHEAST OF A 20
 CM1988'INCH OAK TREE.
 CM1988'
 CM1988'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-207 AZMK, SET
 CM1988'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM1988'THE SURFACE OF THE GROUND.  IT IS LOCATED 1 FOOT SOUTHWEST OF A
 CM1988'WITNESS POST, 149 FEET EAST OF THE CENTERLINE OF THE WOODS ROAD,
 CM1988'AND 90 FEET WEST OF THE EDGE OF THE WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1980 ***********************************************************************
 CM1980  DESIGNATION -  BV 130 208
 CM1980  PID         -  CM1980
 CM1980  STATE/COUNTY-  GA/TALBOT
 CM1980  USGS QUAD   -  MANCHESTER (1985)
 CM1980
 CM1980                         *CURRENT SURVEY CONTROL
 CM1980  ___________________________________________________________________
 CM1980* NAD 83(1994)-  32 47 57.73009(N)    084 36 01.51152(W)     ADJUSTED  
 CM1980* NAVD 88     -       255.0    (meters)     837.     (feet)  VERTCON   
 CM1980  ___________________________________________________________________
 CM1980  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CM1980  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CM1980
 CM1980  HORZ ORDER  -  SECOND
 CM1980
 CM1980.The horizontal coordinates were established by classical geodetic methods
 CM1980.and adjusted by the National Geodetic Survey in September 1997..
 CM1980
 CM1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1980
 CM1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1980
 CM1980.The geoid height was determined by GEOID03.
 CM1980
 CM1980;                    North         East     Units Scale Factor Converg.
 CM1980;SPC GA W     -   310,436.441   659,376.776   MT  0.99992034   -0 14 05.9
 CM1980;SPC GA W     - 1,018,490.22  2,163,305.31   sFT  0.99992034   -0 14 05.9
 CM1980;UTM  16      - 3,631,595.047   724,692.081   MT  1.00022256   +1 18 01.4
 CM1980
 CM1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1980!SPC GA W     -   0.99996429  x   0.99992034  =   0.99988464
 CM1980!UTM  16      -   0.99996429  x   1.00022256  =   1.00018685
 CM1980
 CM1980:                Primary Azimuth Mark                     Grid Az
 CM1980:SPC GA W     -  BV 130 208 AZ MK                         002 05 27.7
 CM1980:UTM  16      -  BV 130 208 AZ MK                         000 33 20.4
 CM1980
 CM1980|---------------------------------------------------------------------|
 CM1980| PID    Reference Object                     Distance      Geod. Az  |
 CM1980|                                                           dddmmss.s |
 CM1980| CY8607 BV 130 208 AZ MK                                   0015121.8 |
 CM1980| CM1987 SHILOH MUN TANK                     APPROX. 9.3 KM 2765419.0 |
 CM1980| CM1993 WARM SPRINGS GA PWR MICROWAVE       APPROX.10.2 KM 3003640.0 |
 CM1980| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX.11.1 KM 3013726.9 |
 CM1980| CM1976 MANCHESTER STA WFDR FM MAST         APPROX. 5.5 KM 3364823.0 |
 CM1980| CM1974 MANCHESTER GA HWY PATROL TWR        APPROX. 5.5 KM 3373148.0 |
 CM1980|---------------------------------------------------------------------|
 CM1980
 CM1980                          SUPERSEDED SURVEY CONTROL
 CM1980
 CM1980  NAD 83(1994)-  32 47 57.73496(N)    084 36 01.51118(W) AD(       ) 2
 CM1980  NAD 83(1986)-  32 47 57.73563(N)    084 36 01.51081(W) AD(       ) 2
 CM1980  NAD 27      -  32 47 57.25534(N)    084 36 01.78672(W) AD(       ) 2
 CM1980  NGVD 29 (07/19/86)  255.0    (m)          837.     (f) VERT ANG       
 CM1980
 CM1980.Superseded values are not recommended for survey control.
 CM1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1980.See file dsdata.txt to determine how the superseded data were derived.
 CM1980
 CM1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2469231595(NAD 83)
 CM1980_MARKER: DD = SURVEY DISK
 CM1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1980
 CM1980  HISTORY     - Date     Condition        Report By
 CM1980  HISTORY     - 1974     MONUMENTED       GADT
 CM1980
 CM1980                          STATION DESCRIPTION
 CM1980
 CM1980'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1980'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTHWEST OF
 CM1980'WOODLAND, 6 MILES EAST OF MANCHESTER, AND 11-1/4 MILES NORTHEAST
 CM1980'OF WAVERLY HALL ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1980'
 CM1980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 ALT
 CM1980'(STATE ROUTES 85E AND 41) AND STATE ROUTE 190 LOCATED IN SOUTH
 CM1980'MANCHESTER AT THE GEORGIA STATE PATROL POST, GO SOUTH ALONG
 CM1980'U.S. HIGHWAY 27 ALT FOR 0.35 MILE TO THE JUNCTION OF STATE ROUTE
 CM1980'41 TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG STATE ROUTE 41 FOR
 CM1980'2.9 MILES TO THE JUNCTION OF COUNTY ROAD 37 (CHESTNUT GROVE
 CM1980'FERRY ROAD TO THE RIGHT AND TACK ROAD TO THE LEFT) CROSSING AT
 CM1980'THE COMMUNITY OF TAX.  TURN RIGHT, GOING SOUTHEAST ALONG
 CM1980'COUNTY ROAD 37 FOR 0.4 MILE TO THE JUNCTION OF A TRACK ROAD ON
 CM1980'THE LEFT.  TURN LEFT, FOLLOWING THE TRACK ROAD SOUTHWESTERLY FOR
 CM1980'0.05 MILE TO THE JUNCTION OF A ROAD ON THE RIGHT.  CONTINUE
 CM1980'ALONG THE TRACK ROAD FOR 0.9 MILE TO A CREEK CROSSING.
 CM1980'CONTINUE ACROSS THE CREEK FOR 0.2 MILE TO THE AZIMUTH MARK ON
 CM1980'THE RIGHT.  CONTINUE ALONG THE TRACK ROAD IN A SOUTHERLY
 CM1980'DIRECTION FOR 0.05 MILE TO A ROAD FORK.  TURN RIGHT, GOING
 CM1980'SOUTHERLY ALONG A TRACK ROAD FOR 0.1 MILE TO THE JUNCTION OF
 CM1980'A DIM TRACK ROAD TO THE RIGHT.  TURN RIGHT, GOING SOUTHERLY
 CM1980'ALONG THIS TRACK ROAD FOR 0.15 MILE TO THE EDGE OF A WOODSLINE.
 CM1980'TURN SHARP TO THE RIGHT FOLLOWING THE WOODSLINE
 CM1980'SOUTHWESTERLY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CM1980'
 CM1980'THE STATION IS A STANDARD BRASS DISK STAMPED 130-208, SET IN
 CM1980'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1980'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1980'STAMPED 130-208, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1980'APPROXIMATELY 34 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1980'LOCATED 5 FEET NORTHWEST OF THE EDGE OF THE WOODSLINE, 3 FEET
 CM1980'SOUTHEAST OF A WITNESS POST, 11 FEET NORTHEAST OF A 10 INCH
 CM1980'PINE TREE, AND 65 FEET EAST OF A 14 INCH TWIN OAK TREE WITH A
 CM1980'ROCK PILE AROUND IT.
 CM1980'
 CM1980'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-208 AZMK, SET
 CM1980'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1980'SURFACE OF THE GROUND.  IT IS LOCATED 2 FEET NORTHEAST OF A WITNESS
 CM1980'POST, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 37 FEET
 CM1980'WEST OF A 6 INCH SWEETGUM TREE, AND 30.0 FEET EAST-SOUTHEAST OF
 CM1980'A SMALL CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1991 ***********************************************************************
 CM1991  DESIGNATION -  BV 130 209
 CM1991  PID         -  CM1991
 CM1991  STATE/COUNTY-  GA/TALBOT
 CM1991  USGS QUAD   -  SHILOH (1985)
 CM1991
 CM1991                         *CURRENT SURVEY CONTROL
 CM1991  ___________________________________________________________________
 CM1991* NAD 83(1994)-  32 50 31.00210(N)    084 40 08.24133(W)     ADJUSTED  
 CM1991* NAVD 88     -       330.7    (meters)    1085.     (feet)  VERTCON   
 CM1991  ___________________________________________________________________
 CM1991  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CM1991  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CM1991
 CM1991  HORZ ORDER  -  SECOND
 CM1991
 CM1991.The horizontal coordinates were established by classical geodetic methods
 CM1991.and adjusted by the National Geodetic Survey in September 1997..
 CM1991
 CM1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1991
 CM1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1991
 CM1991.The geoid height was determined by GEOID03.
 CM1991
 CM1991;                    North         East     Units Scale Factor Converg.
 CM1991;SPC GA W     -   315,186.131   652,980.391   MT  0.99992725   -0 16 20.7
 CM1991;SPC GA W     - 1,034,073.16  2,142,319.83   sFT  0.99992725   -0 16 20.7
 CM1991;UTM  16      - 3,636,172.835   718,168.829   MT  1.00018693   +1 15 52.8
 CM1991
 CM1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1991!SPC GA W     -   0.99995245  x   0.99992725  =   0.99987970
 CM1991!UTM  16      -   0.99995245  x   1.00018693  =   1.00013937
 CM1991
 CM1991:                Primary Azimuth Mark                     Grid Az
 CM1991:SPC GA W     -  BV 130 209 AZ MK                         212 45 50.0
 CM1991:UTM  16      -  BV 130 209 AZ MK                         211 13 36.5
 CM1991
 CM1991|---------------------------------------------------------------------|
 CM1991| PID    Reference Object                     Distance      Geod. Az  |
 CM1991|                                                           dddmmss.s |
 CM1991| CY8608 BV 130 209 AZ MK                                   2122929.3 |
 CM1991|---------------------------------------------------------------------|
 CM1991
 CM1991                          SUPERSEDED SURVEY CONTROL
 CM1991
 CM1991  NAD 83(1994)-  32 50 31.00655(N)    084 40 08.24135(W) AD(       ) 2
 CM1991  NAD 83(1986)-  32 50 31.00741(N)    084 40 08.24075(W) AD(       ) 2
 CM1991  NAD 27      -  32 50 30.53286(N)    084 40 08.50837(W) AD(       ) 2
 CM1991  NGVD 29 (07/19/86)  330.7    (m)         1085.     (f) VERT ANG       
 CM1991
 CM1991.Superseded values are not recommended for survey control.
 CM1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1991.See file dsdata.txt to determine how the superseded data were derived.
 CM1991
 CM1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB1816936173(NAD 83)
 CM1991_MARKER: DD = SURVEY DISK
 CM1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1991
 CM1991  HISTORY     - Date     Condition        Report By
 CM1991  HISTORY     - 1974     MONUMENTED       GADT
 CM1991
 CM1991                          STATION DESCRIPTION
 CM1991
 CM1991'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1991'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHEAST OF
 CM1991'SHILOH, 7-1/4 MILES NORTHWEST OF WOODLAND, AND 4 MILES
 CM1991'SOUTH-SOUTHEAST OF WARM SPRINGS ON THE PROPERTY OF DIXIE PIPELINE
 CM1991'COMPANY.
 CM1991'
 CM1991'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 85W
 CM1991'AND 190, LOCATED APPROXIMATELY 3 MILES SOUTH OF WARM SPRINGS ON
 CM1991'PINE MOUNTAIN RIDGE, TRAVEL EAST ON STATE ROUTE 190 FOR 1.5 MILES
 CM1991'TO A BRIDGE OVER A RAILWAY.  CONTINUE TRAVELING EAST ON STATE
 CM1991'ROUTE 190 FOR 0.6 MILE TO A PIPELINE CROSSING AND THE STATION
 CM1991'ON THE RIGHT.
 CM1991'
 CM1991'THE STATION IS A STANDARD BRASS DISK STAMPED 130-209, SET IN
 CM1991'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1991'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM1991'DISK STAMPED 130-209, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1991'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1991'LOCATED ON THE PIPELINE RIGHT OF WAY, 215 FEET SOUTH OF THE
 CM1991'CENTERLINE OF THE ROADWAY, 5 FEET WEST OF A WITNESS POST, 47.7
 CM1991'FEET NORTHWEST OF AN 8 INCH OAK TREE, AND 59.7 FEET SOUTHEAST
 CM1991'OF A 4 INCH PINE TREE.
 CM1991'
 CM1991'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 190
 CM1991'AND THE PIPELINE CROSSING, TRAVEL SOUTH ON THE PIPELINE FOR 0.2
 CM1991'MILE TO THE STATION ON THE RIGHT.  IT IS A STANDARD DISK STAMPED
 CM1991'130-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1991'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ON
 CM1991'THE PIPELINE RIGHT OF WAY, 18.8 FEET SOUTHEAST OF A WITNESS
 CM1991'POST, 38.5 FEET EAST OF A 6 INCH OAK TREE, 60.7 FEET SOUTHWEST
 CM1991'OF AN 8 INCH OAK TREE, AND 66.8 FEET SOUTH OF A 6 INCH PINE
 CM1991'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2006 ***********************************************************************
 CM2006  DESIGNATION -  BV 130 210
 CM2006  PID         -  CM2006
 CM2006  STATE/COUNTY-  GA/TALBOT
 CM2006  USGS QUAD   -  TALBOTTON (1985)
 CM2006
 CM2006                         *CURRENT SURVEY CONTROL
 CM2006  ___________________________________________________________________
 CM2006* NAD 83(1994)-  32 40 50.59785(N)    084 34 15.17143(W)     ADJUSTED  
 CM2006* NAVD 88     -       194.     (meters)     636.     (feet)  VERTCON   
 CM2006  ___________________________________________________________________
 CM2006  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 CM2006  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CM2006
 CM2006  HORZ ORDER  -  SECOND
 CM2006
 CM2006.The horizontal coordinates were established by classical geodetic methods
 CM2006.and adjusted by the National Geodetic Survey in September 1997..
 CM2006
 CM2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2006
 CM2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2006
 CM2006.The geoid height was determined by GEOID03.
 CM2006
 CM2006;                    North         East     Units Scale Factor Converg.
 CM2006;SPC GA W     -   297,268.634   662,093.067   MT  0.99991771   -0 13 05.7
 CM2006;SPC GA W     -   975,288.84  2,172,217.00   sFT  0.99991771   -0 13 05.7
 CM2006;UTM  16      - 3,618,500.529   727,760.610   MT  1.00023970   +1 18 43.9
 CM2006
 CM2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2006!SPC GA W     -   0.99997381  x   0.99991771  =   0.99989152
 CM2006!UTM  16      -   0.99997381  x   1.00023970  =   1.00021350
 CM2006
 CM2006|---------------------------------------------------------------------|
 CM2006| PID    Reference Object                     Distance      Geod. Az  |
 CM2006|                                                           dddmmss.s |
 CM2006| CM2005 BV 130 210 GADT 1974 PTA             26.783 METERS 08206     |
 CM2006| CY8609 BV 130 210 AZ MK                                   0902853.6 |
 CM2006|---------------------------------------------------------------------|
 CM2006
 CM2006                          SUPERSEDED SURVEY CONTROL
 CM2006
 CM2006  NAD 83(1994)-  32 40 50.60275(N)    084 34 15.17061(W) AD(       ) 2
 CM2006  NAD 83(1986)-  32 40 50.60321(N)    084 34 15.17055(W) AD(       ) 2
 CM2006  NAD 27      -  32 40 50.11026(N)    084 34 15.45074(W) AD(       ) 2
 CM2006  NGVD 29 (07/19/86)  194.     (m)          636.     (f) VERT ANG       
 CM2006
 CM2006.Superseded values are not recommended for survey control.
 CM2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2006.See file dsdata.txt to determine how the superseded data were derived.
 CM2006
 CM2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2776118501(NAD 83)
 CM2006_MARKER: DD = SURVEY DISK
 CM2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2006
 CM2006  HISTORY     - Date     Condition        Report By
 CM2006  HISTORY     - 1974     MONUMENTED       GADT
 CM2006
 CM2006                          STATION DESCRIPTION
 CM2006
 CM2006'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2006'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST OF TALBOTTON,
 CM2006'7-1/2 MILES SOUTH OF WOODLAND, AND 9-1/2 MILES EAST OF WAVERLY HALL
 CM2006'ON STATE RIGHT OF WAY.
 CM2006'
 CM2006'TO REACH THE STATION FROM THE COURTHOUSE AT THE JUNCTION OF
 CM2006'U.S. HIGHWAY 80 AND STATE ROUTE 208 IN TALBOTTON, TRAVEL WEST ON
 CM2006'STATE ROUTE 208 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE
 CM2006'RIGHT.  CONTINUE ON STATE ROUTE 208 FOR 0.1 MILE TO THE STATION
 CM2006'ON THE LEFT.
 CM2006'
 CM2006'THE STATION IS A STANDARD BRASS DISK STAMPED 130-210, SET IN
 CM2006'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM2006'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2006'STAMPED 130-210, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2006'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2006'LOCATED 45.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 208,
 CM2006'148.3 FEET SOUTHEAST OF STATE RIGHT OF WAY MARKER ON THE
 CM2006'NORTH SIDE OF THE HIGHWAY, 33 FEET WEST OF A POWER POLE, AND 4
 CM2006'FEET NORTH OF A WITNESS POST.
 CM2006'
 CM2006'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-208 AZMK, SET IN
 CM2006'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2006'SURFACE OF THE GROUND.  IT IS LOCATED 25 FEET SOUTH OF A FENCE,
 CM2006'2.5 FEET SOUTH OF A WITNESS POST, 46.2 FEET NORTH OF THE
 CM2006'CENTERLINE OF STATE ROUTE 208, AND 20 FEET SOUTHWEST OF AN 18 INCH
 CM2006'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1981 ***********************************************************************
 CM1981  DESIGNATION -  BV 130 211
 CM1981  PID         -  CM1981
 CM1981  STATE/COUNTY-  GA/TALBOT
 CM1981  USGS QUAD   -  MANCHESTER (1985)
 CM1981
 CM1981                         *CURRENT SURVEY CONTROL
 CM1981  ___________________________________________________________________
 CM1981* NAD 83(1994)-  32 45 26.85084(N)    084 30 50.02025(W)     ADJUSTED  
 CM1981* NAVD 88     -       182.1    (meters)     597.     (feet)  VERTCON   
 CM1981  ___________________________________________________________________
 CM1981  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CM1981  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CM1981
 CM1981  HORZ ORDER  -  SECOND
 CM1981
 CM1981.The horizontal coordinates were established by classical geodetic methods
 CM1981.and adjusted by the National Geodetic Survey in September 1997..
 CM1981
 CM1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1981
 CM1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1981
 CM1981.The geoid height was determined by GEOID03.
 CM1981
 CM1981;                    North         East     Units Scale Factor Converg.
 CM1981;SPC GA W     -   305,759.011   667,465.119   MT  0.99991305   -0 11 16.4
 CM1981;SPC GA W     - 1,003,144.36  2,189,841.81   sFT  0.99991305   -0 11 16.4
 CM1981;UTM  16      - 3,627,134.427   732,905.484   MT  1.00026892   +1 20 44.9
 CM1981
 CM1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1981!SPC GA W     -   0.99997568  x   0.99991305  =   0.99988873
 CM1981!UTM  16      -   0.99997568  x   1.00026892  =   1.00024460
 CM1981
 CM1981|---------------------------------------------------------------------|
 CM1981| PID    Reference Object                     Distance      Geod. Az  |
 CM1981|                                                           dddmmss.s |
 CM1981| CM1977 BV 130 211 GADT 1974 PTA             14.139 METERS 14529     |
 CM1981| CY8610 BV 130 211 AZ MK                                   1814304.1 |
 CM1981|---------------------------------------------------------------------|
 CM1981
 CM1981                          SUPERSEDED SURVEY CONTROL
 CM1981
 CM1981  NAD 83(1994)-  32 45 26.85586(N)    084 30 50.01964(W) AD(       ) 2
 CM1981  NAD 83(1986)-  32 45 26.85615(N)    084 30 50.01933(W) AD(       ) 2
 CM1981  NAD 27      -  32 45 26.37016(N)    084 30 50.30414(W) AD(       ) 2
 CM1981  NGVD 29 (07/19/86)  182.2    (m)          598.     (f) VERT ANG       
 CM1981
 CM1981.Superseded values are not recommended for survey control.
 CM1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1981.See file dsdata.txt to determine how the superseded data were derived.
 CM1981
 CM1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3290527134(NAD 83)
 CM1981_MARKER: DD = SURVEY DISK
 CM1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1981
 CM1981  HISTORY     - Date     Condition        Report By
 CM1981  HISTORY     - 1974     MONUMENTED       GADT
 CM1981
 CM1981                          STATION DESCRIPTION
 CM1981
 CM1981'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1981'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 CM1981'WOODLAND, 5-3/4 MILES NORTH OF TALBOTTON, AND 11-1/4 MILES
 CM1981'SOUTHEAST OF MANCHESTER ON THE PROPERTY OF C.W. BUFFINGTON.
 CM1981'
 CM1981'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 36 AND 41
 CM1981'IN WOODLAND, TRAVEL SOUTH ON STATE ROUTE 41 FOR 0.65 MILE TO THE
 CM1981'JUNCTION OF JEFF HENDRICKS ROAD (COUNTY ROAD 20) TO THE LEFT.  TURN
 CM1981'LEFT, TRAVELING SOUTHEASTERLY ALONG JEFF HENDRICKS ROAD FOR 1.3
 CM1981'MILES TO THE SEABOARD COASTLINE RAILWAY TRACKS CROSSING.
 CM1981'CONTINUE WEST ON JEFF HENDRICKS ROAD FOR 0.65 MILE TO THE
 CM1981'JUNCTION OF TOM BUFFINGTON ROAD (COUNTY ROAD 18) TO THE
 CM1981'RIGHT.  TURN RIGHT, TRAVELING SOUTHEASTERLY ALONG TOM
 CM1981'BUFFINGTON ROAD FOR 1.35 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1981'19 TO THE LEFT AND A GATE AT AN OLD HOUSE IN THE SOUTHEAST
 CM1981'QUADRANT.  ENTER THRU THE GATE INTO A PASTURE AT THE SOUTH SIDE
 CM1981'OF THE HOUSE, TRAVELING FOR 0.1 MILE TO THE TOP OF A HILL AND
 CM1981'THE STATION.
 CM1981'
 CM1981'THE STATION IS A STANDARD BRASS DISK STAMPED 130-211, SET IN THE
 CM1981'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1981'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1981'130-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1981'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 1.5 FEET
 CM1981'SOUTHWEST OF A WITNESS POST, 207 FEET NORTHEAST OF A PULL POST
 CM1981'IN A NORTH-SOUTH FENCELINE, AND 225 FEET SOUTHEAST OF A 20 INCH
 CM1981'OAK TREE.
 CM1981'
 CM1981'TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE SOUTHEAST ON
 CM1981'TOM BUFFINGTON ROAD FOR 0.3 MILE TO AN OLD HOUSE AND THE MARK ON
 CM1981'THE LEFT.  IT IS A STANDARD DISK STAMPED 130-211 AZMK, SET IN THE
 CM1981'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1981'OF THE GROUND.  IT IS LOCATED 54 FEET EAST OF A FENCELINE
 CM1981'PARALLEL WITH THE ROAD, 5 FEET NORTH OF THE NORTHWESTERNMOST
 CM1981'CORNER OF THE HOUSE, 10 FEET EAST OF THE NORTHERNMOST NORTHWEST
 CM1981'CORNER OF THE HOUSE, AND 83 FEET SOUTHWEST OF A 14 INCH OAK
 CM1981'TREE ON A FENCELINE ALONG THE NORTHEAST SIDE OF THE OLD
 CM1981'ABANDONED COUNTY ROAD ON THE NORTHEAST SIDE OF THE OLD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1973 ***********************************************************************
 CM1973  DESIGNATION -  BV 130 212
 CM1973  PID         -  CM1973
 CM1973  STATE/COUNTY-  GA/TALBOT
 CM1973  USGS QUAD   -  MANCHESTER (1985)
 CM1973
 CM1973                         *CURRENT SURVEY CONTROL
 CM1973  ___________________________________________________________________
 CM1973* NAD 83(1994)-  32 50 41.42487(N)    084 37 24.45981(W)     ADJUSTED  
 CM1973* NAVD 88     -       338.8    (meters)    1112.     (feet)  VERTCON   
 CM1973  ___________________________________________________________________
 CM1973  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CM1973  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CM1973
 CM1973  HORZ ORDER  -  SECOND
 CM1973
 CM1973.The horizontal coordinates were established by classical geodetic methods
 CM1973.and adjusted by the National Geodetic Survey in September 1997..
 CM1973
 CM1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1973
 CM1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1973
 CM1973.The geoid height was determined by GEOID03.
 CM1973
 CM1973;                    North         East     Units Scale Factor Converg.
 CM1973;SPC GA W     -   315,487.856   657,240.621   MT  0.99992254   -0 14 51.9
 CM1973;SPC GA W     - 1,035,063.07  2,156,296.94   sFT  0.99992254   -0 14 51.9
 CM1973;UTM  16      - 3,636,588.847   722,420.595   MT  1.00021003   +1 17 22.1
 CM1973
 CM1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1973!SPC GA W     -   0.99995117  x   0.99992254  =   0.99987371
 CM1973!UTM  16      -   0.99995117  x   1.00021003  =   1.00016119
 CM1973
 CM1973:                Primary Azimuth Mark                     Grid Az
 CM1973:SPC GA W     -  MANCHESTER RAD STA WFDR MAST             027 56 42.9
 CM1973:UTM  16      -  MANCHESTER RAD STA WFDR MAST             026 24 28.9
 CM1973
 CM1973|---------------------------------------------------------------------|
 CM1973| PID    Reference Object                     Distance      Geod. Az  |
 CM1973|                                                           dddmmss.s |
 CM1973| CM1962 MANCHESTER RAD STA WFDR MAST        APPROX. 5.3 KM 0274151.0 |
 CM1973| CY8611 BV 130 212 AZ MK                                   0445016.3 |
 CM1973| CM1992 MANCHESTER MUN TANK                 APPROX. 1.7 KM 3184450.3 |
 CM1973|---------------------------------------------------------------------|
 CM1973
 CM1973                          SUPERSEDED SURVEY CONTROL
 CM1973
 CM1973  NAD 83(1994)-  32 50 41.42968(N)    084 37 24.45978(W) AD(       ) 2
 CM1973  NAD 83(1986)-  32 50 41.43031(N)    084 37 24.45931(W) AD(       ) 2
 CM1973  NAD 27      -  32 50 40.95527(N)    084 37 24.73117(W) AD(       ) 2
 CM1973  NGVD 29 (07/19/86)  338.8    (m)         1112.     (f) VERT ANG       
 CM1973
 CM1973.Superseded values are not recommended for survey control.
 CM1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1973.See file dsdata.txt to determine how the superseded data were derived.
 CM1973
 CM1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2242136589(NAD 83)
 CM1973_MARKER: DD = SURVEY DISK
 CM1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1973
 CM1973  HISTORY     - Date     Condition        Report By
 CM1973  HISTORY     - 1974     MONUMENTED       GADT
 CM1973
 CM1973                          STATION DESCRIPTION
 CM1973
 CM1973'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1973'THE STATION IS LOCATED ON THE SOUTH SIDE OF MANCHESTER ON COUNTY
 CM1973'RIGHT OF WAY.
 CM1973'
 CM1973'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 190
 CM1973'AND 41 IN THE SOUTH SECTION OF MANCHESTER, TRAVEL WEST ON STATE
 CM1973'ROUTE 190 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM1973'WEST ALONG STATE ROUTE 190 TO THE MANCHESTER FM RADIO STATION
 CM1973'WFDR MAST AND THE STATION ON THE LEFT.
 CM1973'
 CM1973'THE STATION IS A STANDARD BRASS DISK STAMPED 130-212, SET IN
 CM1973'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1973'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1973'STAMPED 130-212, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1973'APPROXIMATELY 27 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1973'LOCATED 80.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 190,
 CM1973'2.6 FEET NORTH OF A WITNESS POST, 44.3 FEET EAST OF A POWER
 CM1973'POLE, AND 58.9 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 CM1973'CONCRETE BLOCK BUILDING AT THE BASE OF THE MANCHESTER FM RADIO
 CM1973'STATION WFDR.
 CM1973'
 CM1973'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-212 AZMK, SET
 CM1973'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1973'SURFACE OF THE GROUND.  IT IS LOCATED 3.2 FEET SOUTH OF A WITNESS
 CM1973'POST, 47 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 190, AND 73
 CM1973'FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2050 ***********************************************************************
 CM2050  DESIGNATION -  BV 130 213
 CM2050  PID         -  CM2050
 CM2050  STATE/COUNTY-  GA/TALBOT
 CM2050  USGS QUAD   -  UPATOI (1985)
 CM2050
 CM2050                         *CURRENT SURVEY CONTROL
 CM2050  ___________________________________________________________________
 CM2050* NAD 83(1994)-  32 37 08.72217(N)    084 38 35.20811(W)     ADJUSTED  
 CM2050* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 CM2050  ___________________________________________________________________
 CM2050  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 CM2050  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CM2050
 CM2050  HORZ ORDER  -  SECOND
 CM2050
 CM2050.The horizontal coordinates were established by classical geodetic methods
 CM2050.and adjusted by the National Geodetic Survey in September 1997..
 CM2050
 CM2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2050
 CM2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2050
 CM2050.The geoid height was determined by GEOID03.
 CM2050
 CM2050;                    North         East     Units Scale Factor Converg.
 CM2050;SPC GA W     -   290,462.433   655,288.440   MT  0.99992464   -0 15 24.6
 CM2050;SPC GA W     -   952,958.83  2,149,892.16   sFT  0.99992464   -0 15 24.6
 CM2050;UTM  16      - 3,611,513.071   721,138.045   MT  1.00020305   +1 16 15.6
 CM2050
 CM2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2050!SPC GA W     -   0.99996950  x   0.99992464  =   0.99989414
 CM2050!UTM  16      -   0.99996950  x   1.00020305  =   1.00017255
 CM2050
 CM2050:                Primary Azimuth Mark                     Grid Az
 CM2050:SPC GA W     -  BV 130 213 AZ MK                         122 44 41.0
 CM2050:UTM  16      -  BV 130 213 AZ MK                         121 13 00.8
 CM2050
 CM2050|---------------------------------------------------------------------|
 CM2050| PID    Reference Object                     Distance      Geod. Az  |
 CM2050|                                                           dddmmss.s |
 CM2050| CY8612 BV 130 213 AZ MK                                   1222916.4 |
 CM2050| CM2052 ELLERSLIE CABLEVISION MAST          APPROX. 8.9 KM 2790227.7 |
 CM2050| CM1994 WARM SPRINGS TV STA WJSP MAST       APPROX.26.4 KM 3480210.8 |
 CM2050|---------------------------------------------------------------------|
 CM2050
 CM2050                          SUPERSEDED SURVEY CONTROL
 CM2050
 CM2050  NAD 83(1994)-  32 37 08.72659(N)    084 38 35.20741(W) AD(       ) 2
 CM2050  NAD 83(1986)-  32 37 08.72731(N)    084 38 35.20733(W) AD(       ) 2
 CM2050  NAD 27      -  32 37 08.23019(N)    084 38 35.48247(W) AD(       ) 2
 CM2050  NGVD 29 (07/19/86)  221.4    (m)          726.     (f) VERT ANG       
 CM2050
 CM2050.Superseded values are not recommended for survey control.
 CM2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2050.See file dsdata.txt to determine how the superseded data were derived.
 CM2050
 CM2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2113811513(NAD 83)
 CM2050_MARKER: DD = SURVEY DISK
 CM2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2050
 CM2050  HISTORY     - Date     Condition        Report By
 CM2050  HISTORY     - 1974     MONUMENTED       GADT
 CM2050
 CM2050                          STATION DESCRIPTION
 CM2050
 CM2050'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2050'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF
 CM2050'GENEVA, 7-1/4 MILES SOUTHEAST OF WAVERLY HALL, AND 7-1/4 MILES
 CM2050'SOUTHWEST OF TALBOTTON ON THE PROPERTY OF THE GEORGIA KRAFT
 CM2050'COMPANY.
 CM2050'
 CM2050'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM2050'AND U.S. HIGHWAY 27 ALT, LOCATED IN WAVERLY HALL, TRAVEL EAST ON
 CM2050'STATE ROUTE 208 FOR 2.0 MILES TO THE JUNCTION OF STATE ROUTE 36
 CM2050'ON THE LEFT.  CONTINUE TRAVELING ON STATE ROUTE 208 FOR 3.0
 CM2050'MILES TO THE JUNCTION OF POWELL CHURCH ROAD (COUNTY ROAD 66) ON
 CM2050'THE LEFT.  CONTINUE TRAVELING EAST ON STATE ROUTE 208 FOR 3.25
 CM2050'MILES TO THE JUNCTION OF STATE ROUTE 315 ON THE RIGHT.  TURN
 CM2050'RIGHT, TRAVELING SOUTHWESTERLY ON STATE ROUTE 315 FOR 0.05
 CM2050'MILE TO ONEAL ROAD (COUNTY ROAD 76) CROSSING.  TURN LEFT,
 CM2050'TRAVELING SOUTH ON ONEAL ROAD FOR 2.2 MILES TO THE
 CM2050'TERMINATION OF ONEAL ROAD AT CARL JONES ROAD (COUNTY ROAD
 CM2050'79) CROSSING.  TURN RIGHT, TRAVELING WEST ON CARL JONES ROAD
 CM2050'FOR 1.55 MILES TO THE JUNCTION OF COUNTY ROAD 75 TO THE RIGHT.
 CM2050'CONTINUE TRAVELING SOUTHWESTERLY ON CARL JONES ROAD FOR 2.3
 CM2050'MILES TO THE JUNCTION OF CARL JONES ROAD (NOW COUNTY ROAD 80)
 CM2050'TO THE LEFT, COUNTY ROAD 79 CONTINUING AHEAD, AND A WOODS ROAD
 CM2050'TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ON THE WOODS
 CM2050'ROAD FOR 25 FEET TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM2050'TRAVELING NORTH ON THE WOODS ROAD FOR 0.25 MILE TO A SADDLE
 CM2050'BETWEEN HILLS AND A DIM TRACK ROAD ON THE LEFT.  TURN LEFT,
 CM2050'TRAVELING WEST ON THE TRACK ROAD FOR 0.2 MILE TO THE
 CM2050'HIGHEST POINT ON THE HILL AND THE STATION.
 CM2050'
 CM2050'THE STATION IS A STANDARD BRASS DISK STAMPED 130-213, SET IN
 CM2050'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2050'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2050'STAMPED 130-213, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2050'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2050'LOCATED AT THE HIGHEST POINT ON THE HILL, 3.5 FEET EAST OF A
 CM2050'WITNESS POST AND 108.0 FEET SOUTHEAST OF A 12 INCH HICKORY
 CM2050'TREE.
 CM2050'
 CM2050'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-213 AZMK, SET
 CM2050'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2050'SURFACE OF THE GROUND.  IT IS LOCATED 2.0 FEET WEST OF A WITNESS
 CM2050'POST, 9.0 FEET WEST OF ANOTHER WITNESS POST, AND 71.0 FEET
 CM2050'NORTHWEST OF THE POINT OF INTERSECTION OF THE COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2022 ***********************************************************************
 CM2022  DESIGNATION -  BV 130 214
 CM2022  PID         -  CM2022
 CM2022  STATE/COUNTY-  GA/TALBOT
 CM2022  USGS QUAD   -  GENEVA (1985)
 CM2022
 CM2022                         *CURRENT SURVEY CONTROL
 CM2022  ___________________________________________________________________
 CM2022* NAD 83(1994)-  32 33 18.71103(N)    084 34 35.19567(W)     ADJUSTED  
 CM2022* NAVD 88     -       182.2    (meters)     598.     (feet)  VERTCON   
 CM2022  ___________________________________________________________________
 CM2022  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CM2022  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CM2022
 CM2022  HORZ ORDER  -  SECOND
 CM2022
 CM2022.The horizontal coordinates were established by classical geodetic methods
 CM2022.and adjusted by the National Geodetic Survey in September 1997..
 CM2022
 CM2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2022
 CM2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2022
 CM2022.The geoid height was determined by GEOID03.
 CM2022
 CM2022;                    North         East     Units Scale Factor Converg.
 CM2022;SPC GA W     -   283,351.543   661,517.774   MT  0.99991825   -0 13 13.8
 CM2022;SPC GA W     -   929,629.19  2,170,329.56   sFT  0.99991825   -0 13 13.8
 CM2022;UTM  16      - 3,604,568.574   727,556.522   MT  1.00023857   +1 18 16.9
 CM2022
 CM2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2022!SPC GA W     -   0.99997560  x   0.99991825  =   0.99989385
 CM2022!UTM  16      -   0.99997560  x   1.00023857  =   1.00021416
 CM2022
 CM2022:                Primary Azimuth Mark                     Grid Az
 CM2022:SPC GA W     -  BV 098 220                               108 12 41.1
 CM2022:UTM  16      -  BV 098 220                               106 41 10.4
 CM2022
 CM2022|---------------------------------------------------------------------|
 CM2022| PID    Reference Object                     Distance      Geod. Az  |
 CM2022|                                                           dddmmss.s |
 CM2022| CM2025 BV 098 220                          APPROX. 5.5 KM 1075927.3 |
 CM2022| CY8613 BV 130 214 AZ MK                                   2235643.4 |
 CM2022| CM2052 ELLERSLIE CABLEVISION MAST          APPROX.17.2 KM 2992849.1 |
 CM2022|---------------------------------------------------------------------|
 CM2022
 CM2022                          SUPERSEDED SURVEY CONTROL
 CM2022
 CM2022  NAD 83(1994)-  32 33 18.71559(N)    084 34 35.19495(W) AD(       ) 2
 CM2022  NAD 83(1986)-  32 33 18.71596(N)    084 34 35.19498(W) AD(       ) 2
 CM2022  NAD 27      -  32 33 18.20758(N)    084 34 35.47496(W) AD(       ) 2
 CM2022  NGVD 29 (07/19/86)  182.3    (m)          598.     (f) VERT ANG       
 CM2022
 CM2022.Superseded values are not recommended for survey control.
 CM2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2022.See file dsdata.txt to determine how the superseded data were derived.
 CM2022
 CM2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2755704569(NAD 83)
 CM2022_MARKER: DD = SURVEY DISK
 CM2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2022
 CM2022  HISTORY     - Date     Condition        Report By
 CM2022  HISTORY     - 1974     MONUMENTED       GADT
 CM2022
 CM2022                          STATION DESCRIPTION
 CM2022
 CM2022'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2022'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHEAST OF
 CM2022'GENEVA, 7-1/2 MILES SOUTHEAST OF JUNCTION CITY, AND 14-1/4 MILES
 CM2022'NORTH OF BUENA VISTA ON THE PROPERTY OF WILBORN HOLLIS.
 CM2022'
 CM2022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CM2022'(STATE ROUTE 41) AND STATE ROUTE 96 IN GENEVA, GO WEST ALONG
 CM2022'U.S. HIGHWAY 80 (STATE ROUTE 41) FOR 0.65 MILE TO THE JUNCTION
 CM2022'OF STATE ROUTE 41 TO THE LEFT.  TURN LEFT, CONTINUING SOUTH
 CM2022'ALONG STATE ROUTE 41 FOR 0.35 MILE TO A RAILWAY OVERPASS
 CM2022'BRIDGE.  CONTINUE SOUTH ON STATE ROUTE 41 FOR 0.2 MILE TO TREE
 CM2022'FARM ROAD (COUNTY ROAD 99) TO THE RIGHT.  TURN RIGHT, TRAVELING
 CM2022'WEST ALONG TREE FARM ROAD FOR 0.1 MILE TO A FORK TO THE
 CM2022'RIGHT.  TURN LEFT, SOUTHWEST, CONTINUING ALONG TREE FARM ROAD
 CM2022'FOR 0.05 MILE TO A FORK TO THE LEFT.  CONTINUE ALONG TREE
 CM2022'FARM ROAD FOR 0.70 MILE TO A GATE ON THE LEFT AND THE
 CM2022'JUNCTION OF HOBO ROAD (COUNTY ROAD 98) FORKING TO THE
 CM2022'RIGHT.  ENTER THE GATE FOLLOWING THE FENCELINE PARALLEL WITH
 CM2022'THE ROAD SOUTHWESTERLY AND THE WOODSLINE ON THE EDGE OF A FIELD
 CM2022'SOUTHERLY FOR 0.2 MILE TO THE STATION ON THE NORTHEAST EDGE
 CM2022'OF THE FIELD.
 CM2022'
 CM2022'THE STATION IS A STANDARD BRASS DISK STAMPED 130-214, SET IN
 CM2022'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2022'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2022'STAMPED 130-214, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2022'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2022'LOCATED 13 FEET SOUTHWEST OF A 14 INCH PINE TREE, 3.5 FEET
 CM2022'WEST OF A WITNESS POST, 31.5 FEET NORTHWEST OF A 10 INCH PINE
 CM2022'TREE, AND 360 FEET SOUTHEAST OF A FENCE.
 CM2022'
 CM2022'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL WEST ACROSS
 CM2022'THE PASTURE FOR 0.05 MILE TO THE HIGHEST POINT IN THE FIELD AND
 CM2022'A LARGE PINE TREE.  THE STATION IS A STANDARD DISK STAMPED
 CM2022'130-214 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM2022'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 7.5
 CM2022'FEET EAST OF A 6 INCH PINE TREE, 2.4 FEET NORTHEAST OF A WITNESS
 CM2022'POST, 42 FEET SOUTHWEST OF A 4 INCH PINE TREE, AND 195 FEET
 CM2022'NORTHEAST OF THE CENTER OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2048 ***********************************************************************
 CM2048  DESIGNATION -  BV 130 215
 CM2048  PID         -  CM2048
 CM2048  STATE/COUNTY-  GA/TALBOT
 CM2048  USGS QUAD   -  UPATOI (1985)
 CM2048
 CM2048                         *CURRENT SURVEY CONTROL
 CM2048  ___________________________________________________________________
 CM2048* NAD 83(1994)-  32 35 12.24975(N)    084 38 04.46727(W)     ADJUSTED  
 CM2048* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 CM2048  ___________________________________________________________________
 CM2048  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CM2048  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CM2048
 CM2048  HORZ ORDER  -  SECOND
 CM2048
 CM2048.The horizontal coordinates were established by classical geodetic methods
 CM2048.and adjusted by the National Geodetic Survey in September 1997..
 CM2048
 CM2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2048
 CM2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2048
 CM2048.The geoid height was determined by GEOID03.
 CM2048
 CM2048;                    North         East     Units Scale Factor Converg.
 CM2048;SPC GA W     -   286,871.267   656,074.004   MT  0.99992378   -0 15 07.2
 CM2048;SPC GA W     -   941,176.82  2,152,469.46   sFT  0.99992378   -0 15 07.2
 CM2048;UTM  16      - 3,607,943.113   722,019.286   MT  1.00020787   +1 16 28.1
 CM2048
 CM2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2048!SPC GA W     -   0.99997514  x   0.99992378  =   0.99989892
 CM2048!UTM  16      -   0.99997514  x   1.00020787  =   1.00018300
 CM2048
 CM2048:                Primary Azimuth Mark                     Grid Az
 CM2048:SPC GA W     -  BV 130 215 AZ MK                         327 17 45.5
 CM2048:UTM  16      -  BV 130 215 AZ MK                         325 46 10.2
 CM2048
 CM2048|---------------------------------------------------------------------|
 CM2048| PID    Reference Object                     Distance      Geod. Az  |
 CM2048|                                                           dddmmss.s |
 CM2048| CY8614 BV 130 215 AZ MK                                   3270238.3 |
 CM2048|---------------------------------------------------------------------|
 CM2048
 CM2048                          SUPERSEDED SURVEY CONTROL
 CM2048
 CM2048  NAD 83(1994)-  32 35 12.25424(N)    084 38 04.46636(W) AD(       ) 2
 CM2048  NAD 83(1986)-  32 35 12.25491(N)    084 38 04.46655(W) AD(       ) 2
 CM2048  NAD 27      -  32 35 11.75306(N)    084 38 04.74293(W) AD(       ) 2
 CM2048  NGVD 29 (07/19/86)  185.4    (m)          608.     (f) VERT ANG       
 CM2048
 CM2048.Superseded values are not recommended for survey control.
 CM2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2048.See file dsdata.txt to determine how the superseded data were derived.
 CM2048
 CM2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2201907943(NAD 83)
 CM2048_MARKER: DD = SURVEY DISK
 CM2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2048
 CM2048  HISTORY     - Date     Condition        Report By
 CM2048  HISTORY     - 1974     MONUMENTED       GADT
 CM2048
 CM2048                          STATION DESCRIPTION
 CM2048
 CM2048'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2048'THE STATION IS LOCATED APPROXIMATELY 5 MILES EAST OF GENEVA, 10-1/4
 CM2048'MILES EAST OF JUNCTION CITY, AND 8-1/2 MILES SOUTHWEST OF TALBOTTON.
 CM2048'
 CM2048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27
 CM2048'ALT AND STATE ROUTE 208 IN WAVERLY HALL, TRAVEL EAST ON STATE
 CM2048'ROUTE 208 FOR 2.0 MILES TO THE JUNCTION OF STATE ROUTE 36 TO THE
 CM2048'LEFT.  CONTINUE EAST ON STATE ROUTE 208 FOR 3 MILES TO POWELL
 CM2048'CHURCH ROAD (COUNTY ROAD 66) TO THE LEFT.  CONTINUE ON STATE
 CM2048'ROUTE 208 FOR 3.2 MILES TO THE JUNCTION OF STATE ROUTE 315 TO
 CM2048'THE RIGHT.  TURN RIGHT, TRAVELING SOUTHWEST ON STATE ROUTE 315
 CM2048'FOR 0.05 MILE TO THE CROSSING OF ONEAL ROAD (COUNTY ROAD
 CM2048'76).  TURN LEFT, TRAVELING SOUTH ON ONEAL ROAD FOR 2.2 MILES
 CM2048'TO ITS TERMINATION AT CARL JONES ROAD (COUNTY ROAD 79)
 CM2048'CROSSING.  TURN RIGHT, TRAVELING WEST ON CARL JONES ROAD FOR 1.55
 CM2048'MILES TO THE JUNCTION OF COUNTY ROAD 75 TO THE RIGHT.
 CM2048'CONTINUE IN A SOUTHWESTERLY DIRECTION FOR 2.3 MILES TO
 CM2048'THE JUNCTION OF CARL JONES ROAD (NOW COUNTY ROAD 80) TO THE
 CM2048'LEFT AND COUNTY ROAD 79 TO THE RIGHT AND A WOODS ROAD ON THE
 CM2048'RIGHT.  CONTINUE LEFT ALONG CARL JONES ROAD FOR 2.3 MILES TO
 CM2048'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG CARL
 CM2048'JONES ROAD FOR 0.1 MILE TO A TRACK ROAD TO THE LEFT.  TURN
 CM2048'LEFT, GOING ON THE TRACK ROAD FOR 0.1 MILE TO THE EDGE OF
 CM2048'SOME WOODS.  TURN RIGHT, TRAVELING WESTERLY FOR 0.1 MILE TO
 CM2048'THE STATION.
 CM2048'
 CM2048'THE STATION IS A STANDARD BRASS DISK STAMPED 130-215, SET IN
 CM2048'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM2048'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM2048'DISK STAMPED 130-215, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2048'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2048'LOCATED 8.7 FEET NORTHWEST OF A POWER POLE, 9 FEET SOUTHEAST OF
 CM2048'A WITNESS POST, AND 60 FEET NORTHEAST OF THE WOODS LINE.
 CM2048'
 CM2048'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-215 AZMK, SET
 CM2048'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2048'SURFACE OF THE GROUND.  IT IS LOCATED 32 FEET WEST OF THE
 CM2048'CENTERLINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A WITNESS POST, 38
 CM2048'FEET SOUTH OF A 12 INCH PINE TREE, AND 59.5 FEET NORTHEAST OF
 CM2048'ANOTHER 12 INCH PINE TREE ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1970 ***********************************************************************
 CM1970  DESIGNATION -  BV 130 216
 CM1970  PID         -  CM1970
 CM1970  STATE/COUNTY-  GA/TALBOT
 CM1970  USGS QUAD   -  MANCHESTER (1985)
 CM1970
 CM1970                         *CURRENT SURVEY CONTROL
 CM1970  ___________________________________________________________________
 CM1970* NAD 83(1994)-  32 51 13.43520(N)    084 32 59.27825(W)     ADJUSTED  
 CM1970* NAVD 88     -       258.     (meters)     846.     (feet)  VERTCON   
 CM1970  ___________________________________________________________________
 CM1970  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CM1970  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CM1970
 CM1970  HORZ ORDER  -  SECOND
 CM1970
 CM1970.The horizontal coordinates were established by classical geodetic methods
 CM1970.and adjusted by the National Geodetic Survey in September 1997..
 CM1970
 CM1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1970
 CM1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1970
 CM1970.The geoid height was determined by GEOID03.
 CM1970
 CM1970;                    North         East     Units Scale Factor Converg.
 CM1970;SPC GA W     -   316,446.466   664,139.517   MT  0.99991585   -0 12 28.3
 CM1970;SPC GA W     - 1,038,208.11  2,178,931.07   sFT  0.99991585   -0 12 28.3
 CM1970;UTM  16      - 3,637,732.566   729,293.418   MT  1.00024832   +1 19 47.3
 CM1970
 CM1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1970!SPC GA W     -   0.99996384  x   0.99991585  =   0.99987969
 CM1970!UTM  16      -   0.99996384  x   1.00024832  =   1.00021215
 CM1970
 CM1970:                Primary Azimuth Mark                     Grid Az
 CM1970:SPC GA W     -  BV 130 216 AZ MK                         023 17 43.6
 CM1970:UTM  16      -  BV 130 216 AZ MK                         021 45 28.0
 CM1970
 CM1970|---------------------------------------------------------------------|
 CM1970| PID    Reference Object                     Distance      Geod. Az  |
 CM1970|                                                           dddmmss.s |
 CM1970| CY8615 BV 130 216 AZ MK                                   0230515.3 |
 CM1970| CM1969 BV 130 216 GADT 1974 PTA             21.653 METERS 26342     |
 CM1970|---------------------------------------------------------------------|
 CM1970
 CM1970                          SUPERSEDED SURVEY CONTROL
 CM1970
 CM1970  NAD 83(1994)-  32 51 13.44041(N)    084 32 59.27786(W) AD(       ) 2
 CM1970  NAD 83(1986)-  32 51 13.44074(N)    084 32 59.27760(W) AD(       ) 2
 CM1970  NAD 27      -  32 51 12.96475(N)    084 32 59.55460(W) AD(       ) 2
 CM1970  NGVD 29 (07/19/86)  258.     (m)          846.     (f) VERT ANG       
 CM1970
 CM1970.Superseded values are not recommended for survey control.
 CM1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1970.See file dsdata.txt to determine how the superseded data were derived.
 CM1970
 CM1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2929337733(NAD 83)
 CM1970_MARKER: DD = SURVEY DISK
 CM1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1970+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 CM1970
 CM1970  HISTORY     - Date     Condition        Report By
 CM1970  HISTORY     - 1974     MONUMENTED       GADT
 CM1970  HISTORY     - 20040402 GOOD             INDIV
 CM1970
 CM1970                          STATION DESCRIPTION
 CM1970
 CM1970'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1970'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST OF MANCHESTER,
 CM1970'4-1/2 MILES NORTH OF WOODLAND, AND 9 MILES EAST-NORTHEAST OF SHILOH
 CM1970'ON COUNTY RIGHT OF WAY.
 CM1970'
 CM1970'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 85E
 CM1970'AND 190 LOCATED IN THE NORTHEAST SECTION OF MANCHESTER, TRAVEL
 CM1970'EASTERLY ON STATE ROUTE 190 FOR 3.95 MILES TO THE AZIMUTH MARK
 CM1970'ON THE LEFT.  CONTINUE ON STATE ROUTE 190 IN A SOUTHEASTERLY
 CM1970'DIRECTION FOR 0.15 MILE TO THE STATION ON THE LEFT.  (STATE ROUTE
 CM1970'190 BECOMES COUNTY ROAD 91440 AT THE MERIWETHER-TALBOT COUNTY
 CM1970'LINE)
 CM1970'
 CM1970'THE STATION IS A STANDARD BRASS DISK STAMPED 130-216, SET IN
 CM1970'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1970'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1970'STAMPED 130-216, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1970'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1970'LOCATED 27.6 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 CM1970'2.8 FEET NORTHWEST OF A WITNESS POST SET ON A FENCELINE, 110
 CM1970'FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM1970'THE ROAD AND A DIRT ROAD LEADING SOUTHEAST, AND 126 FEET EAST
 CM1970'OF A POWER POLE ON THE NORTHWEST SIDE OF THE ROAD.
 CM1970'
 CM1970'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-216 AZMK, SET
 CM1970'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1970'SURFACE OF THE GROUND.  IT IS LOCATED 28.8 FEET SOUTHEAST OF THE
 CM1970'CENTERLINE OF STATE ROUTE 190, 2.3 FEET WEST-NORTHWEST OF A
 CM1970'WITNESS POST, 11 FEET NORTHWEST OF A FENCELINE, 59 FEET
 CM1970'NORTH-NORTHEAST OF AN 8 INCH PINE TREE, AND 58 FEET SOUTHWEST OF
 CM1970'A 6 INCH PINE TREE.
 CM1970
 CM1970                          STATION RECOVERY (2004)
 CM1970
 CM1970'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WC)
 CM1970'BOTH SURVEY DISK AND AZIMUTH MARKER RECOVERED. MEASUREMENTS ACCURATE
 CM1970'FOR THE SURVEY DISK.
 CM1970' 
 CM1970'AZIMUTH MARKER IS LOCATED .16 MILE FROM THE SURVEY DISK, NOT .15 MILE.
 CM1970' 
 CM1970' 
 CM1970'WITNESS POST FOR SURVEY DISK IS DESTROYED. WITNESS POST FOR AZIMUTH
 CM1970'MARKER STILL PRESENT, BUT MISSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2045 ***********************************************************************
 CM2045  DESIGNATION -  BV 130 217
 CM2045  PID         -  CM2045
 CM2045  STATE/COUNTY-  GA/TALBOT
 CM2045  USGS QUAD   -  UPATOI (1985)
 CM2045
 CM2045                         *CURRENT SURVEY CONTROL
 CM2045  ___________________________________________________________________
 CM2045* NAD 83(1994)-  32 33 00.31207(N)    084 39 09.85885(W)     ADJUSTED  
 CM2045* NAVD 88     -       158.1    (meters)     519.     (feet)  VERTCON   
 CM2045  ___________________________________________________________________
 CM2045  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CM2045  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CM2045
 CM2045  HORZ ORDER  -  SECOND
 CM2045
 CM2045.The horizontal coordinates were established by classical geodetic methods
 CM2045.and adjusted by the National Geodetic Survey in September 1997..
 CM2045
 CM2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2045
 CM2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2045
 CM2045.The geoid height was determined by GEOID03.
 CM2045
 CM2045;                    North         East     Units Scale Factor Converg.
 CM2045;SPC GA W     -   282,814.961   654,350.206   MT  0.99992569   -0 15 41.5
 CM2045;SPC GA W     -   927,868.75  2,146,813.97   sFT  0.99992569   -0 15 41.5
 CM2045;UTM  16      - 3,603,841.205   720,403.650   MT  1.00019906   +1 15 48.3
 CM2045
 CM2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2045!SPC GA W     -   0.99997940  x   0.99992569  =   0.99990509
 CM2045!UTM  16      -   0.99997940  x   1.00019906  =   1.00017846
 CM2045
 CM2045:                Primary Azimuth Mark                     Grid Az
 CM2045:SPC GA W     -  BV 130 217 AZ MK                         143 47 47.8
 CM2045:UTM  16      -  BV 130 217 AZ MK                         142 16 18.0
 CM2045
 CM2045|---------------------------------------------------------------------|
 CM2045| PID    Reference Object                     Distance      Geod. Az  |
 CM2045|                                                           dddmmss.s |
 CM2045| CY8616 BV 130 217 AZ MK                                   1433206.3 |
 CM2045|---------------------------------------------------------------------|
 CM2045
 CM2045                          SUPERSEDED SURVEY CONTROL
 CM2045
 CM2045  NAD 83(1994)-  32 33 00.31630(N)    084 39 09.85816(W) AD(       ) 2
 CM2045  NAD 83(1986)-  32 33 00.31706(N)    084 39 09.85825(W) AD(       ) 2
 CM2045  NAD 27      -  32 32 59.81083(N)    084 39 10.13567(W) AD(       ) 2
 CM2045  NGVD 29 (07/19/86)  158.2    (m)          519.     (f) VERT ANG       
 CM2045
 CM2045.Superseded values are not recommended for survey control.
 CM2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2045.See file dsdata.txt to determine how the superseded data were derived.
 CM2045
 CM2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2040403841(NAD 83)
 CM2045_MARKER: DD = SURVEY DISK
 CM2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2045
 CM2045  HISTORY     - Date     Condition        Report By
 CM2045  HISTORY     - 1974     MONUMENTED       GADT
 CM2045
 CM2045                          STATION DESCRIPTION
 CM2045
 CM2045'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2045'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST-SOUTHWEST OF
 CM2045'GENEVA, 10-3/4 MILES SOUTHWEST OF TALBOTTON, AND 1-1/4 MILES
 CM2045'EAST OF THE MUSCOGEE-TALBOT COUNTY LINE ON THE PROPERTY OF
 CM2045'MRS. CARRIE BELL SNELLING.
 CM2045'
 CM2045'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CM2045'STATE ROUTE 96, LOCATED IN GENEVA, TRAVEL WEST ON U.S. HIGHWAY
 CM2045'80 FOR 3.5 MILES TO THE JUNCTION OF STATE ROUTE 355 TO THE
 CM2045'LEFT.  CONTINUE TRAVELING WEST ON U.S. HIGHWAY 80 FOR 3.3 MILES
 CM2045'TO THE JUNCTION OF COUNTY ROAD 87 TO THE LEFT AND COUNTY ROAD 153
 CM2045'TO THE RIGHT.  TURN LEFT, TRAVELING SOUTH ON COUNTY ROAD 87 FOR
 CM2045'0.3 MILE TO THE JUNCTION OF COUNTY ROAD 90 TO THE LEFT.  TURN
 CM2045'LEFT ON COUNTY ROAD 90, TRAVELING SOUTHEASTERLY FOR 0.1 MILE
 CM2045'TO THE STATION ON THE LEFT.
 CM2045'
 CM2045'THE STATION IS A STANDARD BRASS DISK STAMPED 130-217, SET IN
 CM2045'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2045'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2045'STAMPED 130-217, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2045'APPROXIMATELY 34 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2045'LOCATED 25.4 FEET EAST OF THE CENTERLINE OF THE ROADWAY, 77.0
 CM2045'FEET SOUTHWEST OF A 24 INCH OAK TREE, 150 FEET SOUTH OF A
 CM2045'POWER POLE, AND 1.5 FEET WEST OF A WITNESS POST.
 CM2045'
 CM2045'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2045'SOUTHEASTERLY ON COUNTY ROAD 90 FOR 0.3 MILE TO THE MARK ON THE
 CM2045'RIGHT.  IT IS A STANDARD DISK STAMPED 130-217 AZMK, SET IN THE
 CM2045'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2045'OF THE GROUND.  IT IS LOCATED 18.1 FEET WEST OF THE CENTERLINE OF
 CM2045'THE ROADWAY, 13 FEET SOUTHWEST OF A POWER POLE, AND 1.2 FEET
 CM2045'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1617 ***********************************************************************
 CM1617  DESIGNATION -  BV 130 218
 CM1617  PID         -  CM1617
 CM1617  STATE/COUNTY-  GA/TALBOT
 CM1617  USGS QUAD   -  ROLAND (1971)
 CM1617
 CM1617                         *CURRENT SURVEY CONTROL
 CM1617  ___________________________________________________________________
 CM1617* NAD 83(1994)-  32 49 22.67181(N)    084 25 54.85025(W)     ADJUSTED  
 CM1617* NAVD 88     -       221.84   (+/-2cm)     727.8    (feet)  VERTCON   
 CM1617  ___________________________________________________________________
 CM1617  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CM1617  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CM1617
 CM1617  HORZ ORDER  -  SECOND
 CM1617  VERT ORDER  -  THIRD ? (See Below)
 CM1617
 CM1617.The horizontal coordinates were established by classical geodetic methods
 CM1617.and adjusted by the National Geodetic Survey in September 1997..
 CM1617
 CM1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1617.The vertical order pertains to the NGVD 29 superseded value.
 CM1617
 CM1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1617
 CM1617.The geoid height was determined by GEOID03.
 CM1617
 CM1617;                    North         East     Units Scale Factor Converg.
 CM1617;SPC GA W     -   313,000.743   675,165.889   MT  0.99990760   -0 08 37.6
 CM1617;SPC GA W     - 1,026,903.27  2,215,106.75   sFT  0.99990760   -0 08 37.6
 CM1617;UTM  16      - 3,634,582.688   740,412.348   MT  1.00031273   +1 23 33.7
 CM1617
 CM1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1617!SPC GA W     -   0.99996946  x   0.99990760  =   0.99987706
 CM1617!UTM  16      -   0.99996946  x   1.00031273  =   1.00028218
 CM1617
 CM1617|---------------------------------------------------------------------|
 CM1617| PID    Reference Object                     Distance      Geod. Az  |
 CM1617|                                                           dddmmss.s |
 CM1617| CM1618 BV 130 218 GADT 1974 PTA              7.455 METERS 23027     |
 CM1617| CY8617 BV 130 218 AZ MK                                   2663133.6 |
 CM1617|---------------------------------------------------------------------|
 CM1617
 CM1617                          SUPERSEDED SURVEY CONTROL
 CM1617
 CM1617  NAD 83(1986)-  32 49 22.67759(N)    084 25 54.84958(W) AD(       ) 2
 CM1617  NAD 27      -  32 49 22.19550(N)    084 25 55.13955(W) AD(       ) 2
 CM1617  NGVD 29 (07/19/86)  221.89   (m)          728.0    (f) LEVELING    3  
 CM1617
 CM1617.Superseded values are not recommended for survey control.
 CM1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1617.See file dsdata.txt to determine how the superseded data were derived.
 CM1617
 CM1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4041234583(NAD 83)
 CM1617_MARKER: DD = SURVEY DISK
 CM1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1617
 CM1617  HISTORY     - Date     Condition        Report By
 CM1617  HISTORY     - 1974     MONUMENTED       GADT
 CM1617
 CM1617                          STATION DESCRIPTION
 CM1617
 CM1617'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1617'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES SOUTHWEST OF
 CM1617'THOMASTON, 8 MILES NORTHEAST OF WOODLAND, AND 12 MILES NORTHEAST
 CM1617'OF TALBOTTON ON STATE RIGHT-OF-WAY.
 CM1617'
 CM1617'TO REACH THE STATION FROM THE STATE ROUTE 36 BRIDGE CROSSING
 CM1617'THE FLINT RIVER AT THE UPSON AND TALBOT COUNTY LINE APPROXIMATELY
 CM1617'6-1/2 MILES SOUTHWEST OF THOMASTON, TRAVEL SOUTHWESTERLY ON
 CM1617'STATE ROUTE 36 FOR 1.35 MILES TO THE STATION ON THE RIGHT.
 CM1617'
 CM1617'THE STATION IS A STANDARD BRASS DISK STAMPED 130-218 SET IN THE
 CM1617'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1617'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1617'130-218 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1617'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 48.0 FEET
 CM1617'NORTH OF THE CENTERLINE OF THE ROADWAY, 16.0 FEET NORTH OF THE
 CM1617'EDGE OF A TWELVE FOOT CUT-BANK, 2.5 FEET SOUTH OF A WITNESS POST,
 CM1617'52.0 FEET EAST OF OF A 12 INCH PINE TREE, AND 28 FEET SOUTH OF A
 CM1617'SMALL CEDAR TREE.
 CM1617'
 CM1617'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE TRAVELING
 CM1617'SOUTHWESTERLY ON STATE ROUTE 36 FOR 0.2 MILE TO THE MARK ON THE
 CM1617'RIGHT.  IT IS A STANDARD DISK STAMPED 130-218 AZMK SET IN THE TOP
 CM1617'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1617'THE GROUND.  IT IS LOCATED 45.0 FEET NORTHWEST OF THE CENTERLINE OF
 CM1617'THE ROADWAY, 2.7 FEET SOUTHEAST OF A WITNESS POST, 12.0 FEET SOUTH
 CM1617'OF A 6 INCH OAK TREE, AND 49.6 FEET NORTHEAST OF AN 8 INCH PINE
 CM1617'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2021 ***********************************************************************
 CM2021  DESIGNATION -  BV 130 219
 CM2021  PID         -  CM2021
 CM2021  STATE/COUNTY-  GA/TALBOT
 CM2021  USGS QUAD   -  GENEVA (1985)
 CM2021
 CM2021                         *CURRENT SURVEY CONTROL
 CM2021  ___________________________________________________________________
 CM2021* NAD 83(1994)-  32 34 36.08196(N)    084 33 19.56566(W)     ADJUSTED  
 CM2021* NAVD 88     -       172.7    (meters)     567.     (feet)  VERTCON   
 CM2021  ___________________________________________________________________
 CM2021  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 CM2021  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CM2021
 CM2021  HORZ ORDER  -  SECOND
 CM2021
 CM2021.The horizontal coordinates were established by classical geodetic methods
 CM2021.and adjusted by the National Geodetic Survey in September 1997..
 CM2021
 CM2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2021
 CM2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2021
 CM2021.The geoid height was determined by GEOID03.
 CM2021
 CM2021;                    North         East     Units Scale Factor Converg.
 CM2021;SPC GA W     -   285,727.314   663,499.390   MT  0.99991642   -0 12 33.6
 CM2021;SPC GA W     -   937,423.70  2,176,830.92   sFT  0.99991642   -0 12 33.6
 CM2021;UTM  16      - 3,606,997.057   729,474.807   MT  1.00024938   +1 19 00.5
 CM2021
 CM2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2021!SPC GA W     -   0.99997709  x   0.99991642  =   0.99989352
 CM2021!UTM  16      -   0.99997709  x   1.00024938  =   1.00022647
 CM2021
 CM2021:                Primary Azimuth Mark                     Grid Az
 CM2021:SPC GA W     -  PERRY RESET                              055 24 57.0
 CM2021:UTM  16      -  PERRY RESET                              053 53 22.9
 CM2021
 CM2021|---------------------------------------------------------------------|
 CM2021| PID    Reference Object                     Distance      Geod. Az  |
 CM2021|                                                           dddmmss.s |
 CM2021| CM0421 PERRY RESET                         429.912 METERS 0551223.4 |
 CM2021| CY8618 BV 130 219 AZ MK                                   2352322.9 |
 CM2021|---------------------------------------------------------------------|
 CM2021
 CM2021                          SUPERSEDED SURVEY CONTROL
 CM2021
 CM2021  NAD 83(1994)-  32 34 36.08672(N)    084 33 19.56422(W) AD(       ) 2
 CM2021  NAD 83(1986)-  32 34 36.08697(N)    084 33 19.56447(W) AD(       ) 2
 CM2021  NAD 27      -  32 34 35.58491(N)    084 33 19.84590(W) AD(       ) 2
 CM2021  NGVD 29 (07/19/86)  172.8    (m)          567.     (f) VERT ANG       
 CM2021
 CM2021.Superseded values are not recommended for survey control.
 CM2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2021.See file dsdata.txt to determine how the superseded data were derived.
 CM2021
 CM2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2947506997(NAD 83)
 CM2021_MARKER: DD = SURVEY DISK
 CM2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2021
 CM2021  HISTORY     - Date     Condition        Report By
 CM2021  HISTORY     - 1974     MONUMENTED       GADT
 CM2021
 CM2021                          STATION DESCRIPTION
 CM2021
 CM2021'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2021'THE STATION IS LOCATED IN GENEVA ON THE PROPERTY OF THE CENTRAL
 CM2021'OF GEORGIA RAILWAY.
 CM2021'
 CM2021'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96
 CM2021'AND STATE ROUTE 41 LOCATED IN GENEVA, TRAVEL WEST ON STATE ROUTE
 CM2021'41 AND U.S. HIGHWAY 80 FOR 0.15 MILE TO THE JUNCTION OF A DIRT
 CM2021'ROAD TO THE LEFT.  (COUNTY ROAD NUMBER UNKNOWN) TURN LEFT
 CM2021'TRAVELING SOUTHEASTERLY ON THE DIRT ROAD FOR 0.05 MILE TO THE
 CM2021'CENTRAL OF GEORGIA RAILWAY CROSSING AND THE STATION ON THE LEFT.
 CM2021'
 CM2021'THE STATION IS A STANDARD BRASS DISK STAMPED 130-219 SET IN THE
 CM2021'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2021'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2021'130-219 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2021'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 2.2 FEET
 CM2021'WEST OF A WITNESS POST, 5.5 FEET SOUTH OF THE NEAREST RAIL TO
 CM2021'THE NORTH, 6.0 FEET NORTH OF THE NEAREST RAIL TO THE SOUTH,
 CM2021'55.0 FEET SOUTHEAST OF A 35-INCH PECAN TREE, 92.5 FEET
 CM2021'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BIG CHIEF BAR-B-Q
 CM2021'BUILDING, AND 93.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 CM2021'THE BUILDING.
 CM2021'
 CM2021'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 80
 CM2021'AND THE DIRT ROAD, TRAVEL WEST ON U.S. HIGHWAY 80 FOR 0.6 MILE
 CM2021'TO THE JUNCTION OF STATE ROUTE 41 SOUTH TO THE LEFT.  TURN LEFT
 CM2021'TRAVELING SOUTH ON STATE ROUTE 41 FOR 0.35 MILE TO A RAILWAY
 CM2021'BRIDGE.  IT IS A STANDARD DISK STAMPED 130-219 AZMK SET IN THE
 CM2021'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2021'SURFACE OF THE GROUND.  IT IS LOCATED UNDER THE BRIDGE, 2.5 FEET
 CM2021'NORTH OF A WITNESS POST, 15 FEET EAST OF A BRIDGE PILING, AND
 CM2021'9.0 FEET SOUTH OF THE NEAREST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2026 ***********************************************************************
 CM2026  DESIGNATION -  BV 130 220
 CM2026  PID         -  CM2026
 CM2026  STATE/COUNTY-  GA/TALBOT
 CM2026  USGS QUAD   -  GENEVA (1985)
 CM2026
 CM2026                         *CURRENT SURVEY CONTROL
 CM2026  ___________________________________________________________________
 CM2026* NAD 83(1994)-  32 36 53.02771(N)    084 31 40.59555(W)     ADJUSTED  
 CM2026* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 CM2026  ___________________________________________________________________
 CM2026  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CM2026  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CM2026
 CM2026  HORZ ORDER  -  SECOND
 CM2026
 CM2026.The horizontal coordinates were established by classical geodetic methods
 CM2026.and adjusted by the National Geodetic Survey in September 1997..
 CM2026
 CM2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2026
 CM2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2026
 CM2026.The geoid height was determined by GEOID03.
 CM2026
 CM2026;                    North         East     Units Scale Factor Converg.
 CM2026;SPC GA W     -   289,936.418   666,094.870   MT  0.99991417   -0 11 41.0
 CM2026;SPC GA W     -   951,233.06  2,185,346.25   sFT  0.99991417   -0 11 41.0
 CM2026;UTM  16      - 3,611,275.286   731,958.053   MT  1.00026351   +1 19 58.8
 CM2026
 CM2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2026!SPC GA W     -   0.99997360  x   0.99991417  =   0.99988777
 CM2026!UTM  16      -   0.99997360  x   1.00026351  =   1.00023710
 CM2026
 CM2026:                Primary Azimuth Mark                     Grid Az
 CM2026:SPC GA W     -  BV 130 220 AZ MK                         155 35 25.0
 CM2026:UTM  16      -  BV 130 220 AZ MK                         154 03 45.2
 CM2026
 CM2026|---------------------------------------------------------------------|
 CM2026| PID    Reference Object                     Distance      Geod. Az  |
 CM2026|                                                           dddmmss.s |
 CM2026| CY8619 BV 130 220 AZ MK                                   1552344.0 |
 CM2026|---------------------------------------------------------------------|
 CM2026
 CM2026                          SUPERSEDED SURVEY CONTROL
 CM2026
 CM2026  NAD 83(1994)-  32 36 53.03261(N)    084 31 40.59471(W) AD(       ) 2
 CM2026  NAD 83(1986)-  32 36 53.03275(N)    084 31 40.59472(W) AD(       ) 2
 CM2026  NAD 27      -  32 36 52.52924(N)    084 31 40.87784(W) AD(       ) 2
 CM2026  NGVD 29 (07/19/86)  195.1    (m)          640.     (f) VERT ANG       
 CM2026
 CM2026.Superseded values are not recommended for survey control.
 CM2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2026.See file dsdata.txt to determine how the superseded data were derived.
 CM2026
 CM2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3195811275(NAD 83)
 CM2026_MARKER: DD = SURVEY DISK
 CM2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2026
 CM2026  HISTORY     - Date     Condition        Report By
 CM2026  HISTORY     - 1974     MONUMENTED       GADT
 CM2026
 CM2026                          STATION DESCRIPTION
 CM2026
 CM2026'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2026'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF
 CM2026'GENEVA, 4-1/4 MILES SOUTH-SOUTHEAST OF TALBOTTON, AND 4 MILES
 CM2026'NORTHWEST OF JUNCTION CITY ON COUNTY RIGHT OF WAY.
 CM2026'
 CM2026'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM2026'AND U.S. HIGHWAY 80, LOCATED IN TALBOTTON, TRAVEL SOUTH ON
 CM2026'U.S. HIGHWAY 80 FOR 3.5 MILES TO THE JUNCTION OF CARLYLE ROAD
 CM2026'(COUNTY ROAD 104) TO THE LEFT.  TURN LEFT, TRAVELING SOUTHEAST ON
 CM2026'CARLYLE ROAD FOR 1.35 MILES TO THE STATION ON THE LEFT.
 CM2026'
 CM2026'THE STATION IS A STANDARD BRASS DISK STAMPED 130-220, SET IN THE
 CM2026'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2026'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2026'130-220, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2026'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 20.0 FEET
 CM2026'NORTHEAST OF THE CENTERLINE OF THE ROADWAY, 37.0 FEET NORTHEAST
 CM2026'OF A FENCELINE, 57.0 FEET EAST OF A 6 INCH PINE TREE, AND 107.0
 CM2026'FEET SOUTHEAST OF A TELEPHONE POLE.
 CM2026'
 CM2026'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM2026'IN A SOUTHERLY DIRECTION ON CARLYLE ROAD FOR 0.25 MILE TO THE
 CM2026'STATION ON THE LEFT.  IT IS A STANDARD DISK STAMPED 130-220 AZMK,
 CM2026'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM2026'THE SURFACE OF THE GROUND.  IT IS LOCATED 18.0 FEET NORTHEAST OF
 CM2026'THE CENTERLINE OF THE ROADWAY, 4.5 FEET NORTHWEST OF A TELEPHONE
 CM2026'POLE, AND 4.0 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2010 ***********************************************************************
 CM2010  DESIGNATION -  BV 130 221
 CM2010  PID         -  CM2010
 CM2010  STATE/COUNTY-  GA/TALBOT
 CM2010  USGS QUAD   -  TALBOTTON (1985)
 CM2010
 CM2010                         *CURRENT SURVEY CONTROL
 CM2010  ___________________________________________________________________
 CM2010* NAD 83(1994)-  32 37 38.50179(N)    084 32 13.13018(W)     ADJUSTED  
 CM2010* NAVD 88     -       217.6    (meters)     714.     (feet)  VERTCON   
 CM2010  ___________________________________________________________________
 CM2010  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 CM2010  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CM2010
 CM2010  HORZ ORDER  -  SECOND
 CM2010
 CM2010.The horizontal coordinates were established by classical geodetic methods
 CM2010.and adjusted by the National Geodetic Survey in September 1997..
 CM2010
 CM2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2010
 CM2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2010
 CM2010.The geoid height was determined by GEOID03.
 CM2010
 CM2010;                    North         East     Units Scale Factor Converg.
 CM2010;SPC GA W     -   291,340.035   665,251.602   MT  0.99991488   -0 11 58.8
 CM2010;SPC GA W     -   955,838.10  2,182,579.63   sFT  0.99991488   -0 11 58.8
 CM2010;UTM  16      - 3,612,656.396   731,077.353   MT  1.00025848   +1 19 42.9
 CM2010
 CM2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2010!SPC GA W     -   0.99997006  x   0.99991488  =   0.99988494
 CM2010!UTM  16      -   0.99997006  x   1.00025848  =   1.00022853
 CM2010
 CM2010:                Primary Azimuth Mark                     Grid Az
 CM2010:SPC GA W     -  BV 130 221 AZ MK                         222 06 35.1
 CM2010:UTM  16      -  BV 130 221 AZ MK                         220 34 53.4
 CM2010
 CM2010|---------------------------------------------------------------------|
 CM2010| PID    Reference Object                     Distance      Geod. Az  |
 CM2010|                                                           dddmmss.s |
 CM2010| AA2690 BV 130 221 AZ MK                    APPROX. 1.1 KM 2215436.3 |
 CM2010|---------------------------------------------------------------------|
 CM2010
 CM2010                          SUPERSEDED SURVEY CONTROL
 CM2010
 CM2010  NAD 83(1994)-  32 37 38.50665(N)    084 32 13.12933(W) AD(       ) 2
 CM2010  NAD 83(1986)-  32 37 38.50684(N)    084 32 13.12935(W) AD(       ) 2
 CM2010  NAD 27      -  32 37 38.00621(N)    084 32 13.41260(W) AD(       ) 2
 CM2010  NGVD 29 (07/19/86)  217.7    (m)          714.     (f) VERT ANG       
 CM2010
 CM2010.Superseded values are not recommended for survey control.
 CM2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2010.See file dsdata.txt to determine how the superseded data were derived.
 CM2010
 CM2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3107712656(NAD 83)
 CM2010_MARKER: DD = SURVEY DISK
 CM2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2010
 CM2010  HISTORY     - Date     Condition        Report By
 CM2010  HISTORY     - 1973     MONUMENTED       GADT
 CM2010
 CM2010                          STATION DESCRIPTION
 CM2010
 CM2010'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2010'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH OF GENEVA,
 CM2010'3-1/2 MILES SOUTHEAST OF TALBOTTON, AND 4-1/2 MILES NORTHWEST OF
 CM2010'JUNCTION CITY ON STATE RIGHT-OF-WAY.
 CM2010'
 CM2010'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM2010'AND U.S. HIGHWAY 80 LOCATED IN TALBOTTON TRAVEL SOUTH ON
 CM2010'U.S. HIGHWAY 80 FOR 3.5 MILES TO THE JUNCTION OF CARLYLE ROAD
 CM2010'(COUNTY ROAD 104) TO THE LEFT.  CONTINUE TRAVELING SOUTHERLY ON
 CM2010'U.S. HIGHWAY 80 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CM2010'
 CM2010'THE STATION IS A STANDARD BRASS DISK STAMPED 130-221 SET IN THE
 CM2010'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2010'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2010'130-221 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM2010'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 57 FEET
 CM2010'EAST OF THE CENTERLINE OF THE ROADWAY, 5.0 FEET WEST OF A
 CM2010'WITNESS POST, 134.0 FEET NORTHEAST OF THE EAST END OF A 30 INCH
 CM2010'CULVERT PIPE UNDER THE ROADWAY, AND 182.0 FEET SOUTH OF A
 CM2010'POWER POLE.
 CM2010'
 CM2010'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE TRAVELING
 CM2010'SOUTHERLY ON U.S. HIGHWAY 80 FOR 0.7 MILE TO THE MARK ON THE
 CM2010'RIGHT.  IT IS A STANDARD DISK STAMPED 130-221 AZMK SET IN THE TOP
 CM2010'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2010'THE GROUND.  IT IS LOCATED 23.0 FEET WEST OF THE CENTERLINE OF
 CM2010'THE ROADWAY, 3.0 FEET WEST OF A WITNESS POST, 77.5 FEET
 CM2010'SOUTHEAST OF THE NORTHEAST CORNER OF THE OLD W. ALLEN STORE
 CM2010'BUILDING, AND 84.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 CM2010'THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2690 ***********************************************************************
 AA2690  CBN         -  This is a Cooperative Base Network Control Station.
 AA2690  DESIGNATION -  BV 130 221 AZ MK
 AA2690  PID         -  AA2690
 AA2690  STATE/COUNTY-  GA/TALBOT
 AA2690  USGS QUAD   -  GENEVA (1985)
 AA2690
 AA2690                         *CURRENT SURVEY CONTROL
 AA2690  ___________________________________________________________________
 AA2690* NAD 83(1994)-  32 37 11.16788(N)    084 32 42.11916(W)     ADJUSTED  
 AA2690* NAVD 88     -       198.9    (meters)     653.     (feet)  GPS OBS   
 AA2690  ___________________________________________________________________
 AA2690  X           -     511,200.250 (meters)                     COMP
 AA2690  Y           -  -5,353,115.103 (meters)                     COMP
 AA2690  Z           -   3,418,610.284 (meters)                     COMP
 AA2690  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AA2690  ELLIP HEIGHT-         171.94  (meters)          (03/09/95) GPS OBS
 AA2690  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA2690
 AA2690  HORZ ORDER  -  B
 AA2690  ELLP ORDER  -  FIRST     CLASS I
 AA2690
 AA2690.The horizontal coordinates were established by GPS observations
 AA2690.and adjusted by the National Geodetic Survey in March 1995..
 AA2690
 AA2690.The orthometric height was determined by GPS observations and a
 AA2690.high-resolution geoid model.
 AA2690
 AA2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2690
 AA2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2690
 AA2690.The ellipsoidal height was determined by GPS observations
 AA2690.and is referenced to NAD 83.
 AA2690
 AA2690.The geoid height was determined by GEOID03.
 AA2690
 AA2690;                    North         East     Units Scale Factor Converg.
 AA2690;SPC GA W     -   290,500.753   664,492.995   MT  0.99991554   -0 12 14.3
 AA2690;SPC GA W     -   953,084.55  2,180,090.77   sFT  0.99991554   -0 12 14.3
 AA2690;UTM  16      - 3,611,796.890   730,341.145   MT  1.00025429   +1 19 26.3
 AA2690
 AA2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2690!SPC GA W     -   0.99997300  x   0.99991554  =   0.99988855
 AA2690!UTM  16      -   0.99997300  x   1.00025429  =   1.00022729
 AA2690
 AA2690                          SUPERSEDED SURVEY CONTROL
 AA2690
 AA2690.No superseded survey control is available for this station.
 AA2690
 AA2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3034111797(NAD 83)
 AA2690_MARKER: DD = SURVEY DISK
 AA2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2690_STAMPING: 130-221 AZMK
 AA2690_MARK LOGO: GADT  
 AA2690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2690+STABILITY: SURFACE MOTION
 AA2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2690+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994
 AA2690
 AA2690  HISTORY     - Date     Condition        Report By
 AA2690  HISTORY     - 1973     MONUMENTED       GADT
 AA2690  HISTORY     - 19940316 GOOD             GADT
 AA2690
 AA2690                          STATION DESCRIPTION
 AA2690
 AA2690'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA2690'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF GENEVA, ABOUT 4 MI
 AA2690'(6.4 KM) NORTHWEST OF JUNCTION CITY AND 4.3 MI (6.9 KM) SOUTHEAST OF
 AA2690'TALBOTTON. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA2690'THE JUNCTION OF U.S HIGHWAY 80 AND STATE HIGHWAY 208 LOCATED IN
 AA2690'TALBOTTON, GO SOUTH ON HIGHWAY 80 FOR 3.5 MI (5.6 KM) TO THE JUNCTION
 AA2690'OF CARLYLE ROAD (COUNTY ROAD 104) ON THE LEFT, CONTINUE SOUTHERLY ON
 AA2690'HIGHWAY 80 FOR 0.80 MI (1.29 KM) TO THE STATION ON THE RIGHT. THE
 AA2690'STATION IS FLUSH WITH THE GROUND.  LOCATED 84.0 FEET (25.6 M)
 AA2690'NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD W. ALLEN STORE BUILDING,
 AA2690'77.5 FT (23.6 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 AA2690'23.0 FT (7.0 M) WEST OF THE CENTERLINE OF THE HIGHWAY AND 3.0 FT (0.9
 AA2690'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1585 ***********************************************************************
 CM1585  DESIGNATION -  BV 130 222
 CM1585  PID         -  CM1585
 CM1585  STATE/COUNTY-  GA/TALBOT
 CM1585  USGS QUAD   -  BALDWINVILLE (1985)
 CM1585
 CM1585                         *CURRENT SURVEY CONTROL
 CM1585  ___________________________________________________________________
 CM1585* NAD 83(1994)-  32 38 44.84960(N)    084 22 48.12192(W)     ADJUSTED  
 CM1585* NAVD 88     -       206.5    (meters)     677.     (feet)  VERTCON   
 CM1585  ___________________________________________________________________
 CM1585  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CM1585  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CM1585
 CM1585  HORZ ORDER  -  SECOND
 CM1585
 CM1585.The horizontal coordinates were established by classical geodetic methods
 CM1585.and adjusted by the National Geodetic Survey in September 1997..
 CM1585
 CM1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1585
 CM1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1585
 CM1585.The geoid height was determined by GEOID03.
 CM1585
 CM1585;                    North         East     Units Scale Factor Converg.
 CM1585;SPC GA W     -   293,343.235   679,982.839   MT  0.99990494   -0 06 54.4
 CM1585;SPC GA W     -   962,410.26  2,230,910.36   sFT  0.99990494   -0 06 54.4
 CM1585;UTM  16      - 3,615,052.814   745,755.654   MT  1.00034480   +1 24 50.5
 CM1585
 CM1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1585!SPC GA W     -   0.99997178  x   0.99990494  =   0.99987672
 CM1585!UTM  16      -   0.99997178  x   1.00034480  =   1.00031657
 CM1585
 CM1585:                Primary Azimuth Mark                     Grid Az
 CM1585:SPC GA W     -  BV 130 222 AZ MK                         290 52 31.2
 CM1585:UTM  16      -  BV 130 222 AZ MK                         289 20 46.3
 CM1585
 CM1585|---------------------------------------------------------------------|
 CM1585| PID    Reference Object                     Distance      Geod. Az  |
 CM1585|                                                           dddmmss.s |
 CM1585| CY8620 BV 130 222 AZ MK                                   2904536.8 |
 CM1585|---------------------------------------------------------------------|
 CM1585
 CM1585                          SUPERSEDED SURVEY CONTROL
 CM1585
 CM1585  NAD 83(1986)-  32 38 44.85468(N)    084 22 48.12092(W) AD(       ) 2
 CM1585  NAD 27      -  32 38 44.34895(N)    084 22 48.41404(W) AD(       ) 2
 CM1585  NGVD 29 (07/19/86)  206.6    (m)          678.     (f) VERT ANG       
 CM1585
 CM1585.Superseded values are not recommended for survey control.
 CM1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1585.See file dsdata.txt to determine how the superseded data were derived.
 CM1585
 CM1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4575615053(NAD 83)
 CM1585_MARKER: DD = SURVEY DISK
 CM1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1585
 CM1585  HISTORY     - Date     Condition        Report By
 CM1585  HISTORY     - 1974     MONUMENTED       GADT
 CM1585
 CM1585                          STATION DESCRIPTION
 CM1585
 CM1585'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1585'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTHEAST OF
 CM1585'JUNCTION CITY, 9-1/4 MILES SOUTHEAST OF TALBOTTON, AND 11 MILES
 CM1585'NORTHEAST OF GENEVA ON STATE RIGHT-OF-WAY.
 CM1585'
 CM1585'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96 AND
 CM1585'STATE ROUTE 90 LOCATED IN THE SOUTHEAST SECTION OF JUNCTION CITY,
 CM1585'TRAVEL EAST ON STATE ROUTE 96 FOR 0.15 MILE TO THE JUNCTION OF
 CM1585'COUNTY ROAD 91640 TO THE LEFT.  TURN LEFT TRAVELING NORTHEAST
 CM1585'ON COUNTY ROAD 91640 FOR 1.95 MILES TO THE PATSILIGA CREEK
 CM1585'BRIDGE.  CONTINUE TRAVELING NORTHEASTERLY ON THE COUNTY ROAD FOR
 CM1585'3.8 MILES TO THE TERMINATION OF COUNTY ROAD 91640 AND THE
 CM1585'CROSSING OF STATE ROUTE 208.  TURN RIGHT TRAVELING EASTERLY ON
 CM1585'STATE ROUTE 208 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CM1585'CONTINUE TRAVELING EASTERLY FOR 0.35 MILES TO THE STATION
 CM1585'ON THE RIGHT.
 CM1585'
 CM1585'THE STATION IS A STANDARD BRASS DISK STAMPED 130-222 SET IN THE
 CM1585'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1585'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1585'130-222 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1585'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 49.2 FEET
 CM1585'SOUTHWEST OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET NORTHEAST
 CM1585'OF A WITNESS POST, 110.0 FEET NORTH OF THE NORTH CORNER OF A
 CM1585'HOUSE, AND 170.5 FEET WEST-SOUTHWEST OF THE WEST END OF A 15
 CM1585'INCH CULVERT PIPE UNDER A FIELD ROAD ON THE NORTH SIDE OF THE
 CM1585'HIGHWAY.
 CM1585'
 CM1585'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-222 AZMK SET IN
 CM1585'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1585'SURFACE OF THE GROUND.  IT IS LOCATED 37.9 FEET NORTH NORTHWEST
 CM1585'OF THE CENTERLINE OF THE ROADWAY, 1.8 FEET SOUTH OF A WITNESS
 CM1585'POST SET ON A FENCELINE, 3.0 FEET SOUTHWEST OF A POWER POLE SET
 CM1585'ON THE FENCELINE, AND 108.5 FEET NORTHWEST OF NORTH END OF A 30
 CM1585'INCH CULVERT PIPE UNDER THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1583 ***********************************************************************
 CM1583  DESIGNATION -  BV 130 223
 CM1583  PID         -  CM1583
 CM1583  STATE/COUNTY-  GA/TALBOT
 CM1583  USGS QUAD   -  BALDWINVILLE (1985)
 CM1583
 CM1583                         *CURRENT SURVEY CONTROL
 CM1583  ___________________________________________________________________
 CM1583* NAD 83(1994)-  32 41 24.50315(N)    084 28 36.34404(W)     ADJUSTED  
 CM1583* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 CM1583  ___________________________________________________________________
 CM1583  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 CM1583  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CM1583
 CM1583  HORZ ORDER  -  SECOND
 CM1583
 CM1583.The horizontal coordinates were established by classical geodetic methods
 CM1583.and adjusted by the National Geodetic Survey in September 1997..
 CM1583
 CM1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1583
 CM1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1583
 CM1583.The geoid height was determined by GEOID03.
 CM1583
 CM1583;                    North         East     Units Scale Factor Converg.
 CM1583;SPC GA W     -   298,283.288   670,922.549   MT  0.99991042   -0 10 02.9
 CM1583;SPC GA W     -   978,617.75  2,201,185.06   sFT  0.99991042   -0 10 02.9
 CM1583;UTM  16      - 3,619,751.115   736,562.925   MT  1.00029011   +1 21 48.3
 CM1583
 CM1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1583!SPC GA W     -   0.99997253  x   0.99991042  =   0.99988296
 CM1583!UTM  16      -   0.99997253  x   1.00029011  =   1.00026264
 CM1583
 CM1583:                Primary Azimuth Mark                     Grid Az
 CM1583:SPC GA W     -  BV 130 223 AZ MK                         089 53 44.0
 CM1583:UTM  16      -  BV 130 223 AZ MK                         088 21 52.8
 CM1583
 CM1583|---------------------------------------------------------------------|
 CM1583| PID    Reference Object                     Distance      Geod. Az  |
 CM1583|                                                           dddmmss.s |
 CM1583| CY8621 BV 130 223 AZ MK                                   0894341.1 |
 CM1583| CM1584 BV 130 223 GADT 1974 PTA             29.519 METERS 18456     |
 CM1583|---------------------------------------------------------------------|
 CM1583
 CM1583                          SUPERSEDED SURVEY CONTROL
 CM1583
 CM1583  NAD 83(1986)-  32 41 24.50816(N)    084 28 36.34323(W) AD(       ) 2
 CM1583  NAD 27      -  32 41 24.01569(N)    084 28 36.63324(W) AD(       ) 2
 CM1583  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 CM1583
 CM1583.Superseded values are not recommended for survey control.
 CM1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1583.See file dsdata.txt to determine how the superseded data were derived.
 CM1583
 CM1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3656319751(NAD 83)
 CM1583_MARKER: DD = SURVEY DISK
 CM1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1583
 CM1583  HISTORY     - Date     Condition        Report By
 CM1583  HISTORY     - 1974     MONUMENTED       GADT
 CM1583
 CM1583                          STATION DESCRIPTION
 CM1583
 CM1583'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1583'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 CM1583'TALBOTTON, 6 MILES NORTH-NORTHWEST OF JUNCTION CITY, AND 8-3/4
 CM1583'MILES NORTHEAST OF GENEVA ON THE PROPERTY OF MR. R. H. CALLIER.
 CM1583'
 CM1583'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 41
 CM1583'AND U.S. HIGHWAY 80 LOCATED IN TALBOTTON, TRAVEL NORTHEAST ON
 CM1583'U.S. HIGHWAY 80 FOR 2.9 MILES TO THE JUNCTION OF COUNTY ROAD 13
 CM1583'TO THE LEFT.  CONTINUE TRAVELING EASTERLY ON U.S. HIGHWAY 80 FOR
 CM1583'1.1 MILES TO THE STATION ON THE LEFT APPROXIMATELY 225 FEET FROM
 CM1583'THE CENTERLINE OF THE ROADWAY.
 CM1583'
 CM1583'THE STATION IS A STANDARD BRASS DISK STAMPED 130-223 SET IN THE
 CM1583'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM1583'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1583'STAMPED 130-223 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1583'32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 5.0
 CM1583'FEET WEST OF A WITNESS POST SET IN A FENCELINE, 23.5 FEET SOUTH
 CM1583'OF A CORNER FENCE POST ON THE FENCELINE, 24.0 FEET NORTHWEST
 CM1583'OF A 20 INCH PECAN TREE, AND 60.0 FEET NORTHWEST OF THE CENTER OF A
 CM1583'FENCE GATE.
 CM1583'
 CM1583'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE TRAVELING
 CM1583'EAST ON U.S. HIGHWAY 80 FOR 0.3 MILE TO PO BIDDY CROSSROAD AND
 CM1583'THE MARK LOCATED IN THE NORTHEAST QUADRANT.  IT IS A STANDARD
 CM1583'DISK STAMPED 130-223 SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1583'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1583'LOCATED 36.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80,
 CM1583'55.3 FEET EAST OF THE CENTERLINE OF PO BIDDY ROAD, 73.0 FEET
 CM1583'NORTHEAST OF THE POINT OF INTERSECTION OF THE TWO ROADS, 88.0
 CM1583'FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE MARKER ON
 CM1583'THE EAST SIDE OF PO BIDDY ROAD AND 1.0 FOOT SOUTH OF A
 CM1583'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1586 ***********************************************************************
 CM1586  DESIGNATION -  BV 130 224
 CM1586  PID         -  CM1586
 CM1586  STATE/COUNTY-  GA/TALBOT
 CM1586  USGS QUAD   -  BALDWINVILLE (1985)
 CM1586
 CM1586                         *CURRENT SURVEY CONTROL
 CM1586  ___________________________________________________________________
 CM1586* NAD 83(1994)-  32 38 50.07725(N)    084 27 21.70710(W)     ADJUSTED  
 CM1586* NAVD 88     -       235.4    (meters)     772.     (feet)  VERTCON   
 CM1586  ___________________________________________________________________
 CM1586  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CM1586  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CM1586
 CM1586  HORZ ORDER  -  SECOND
 CM1586
 CM1586.The horizontal coordinates were established by classical geodetic methods
 CM1586.and adjusted by the National Geodetic Survey in September 1997..
 CM1586
 CM1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1586
 CM1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1586
 CM1586.The geoid height was determined by GEOID03.
 CM1586
 CM1586;                    North         East     Units Scale Factor Converg.
 CM1586;SPC GA W     -   293,521.131   672,853.660   MT  0.99990908   -0 09 22.0
 CM1586;SPC GA W     -   962,993.91  2,207,520.72   sFT  0.99990908   -0 09 22.0
 CM1586;UTM  16      - 3,615,040.398   738,621.296   MT  1.00030218   +1 22 22.9
 CM1586
 CM1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1586!SPC GA W     -   0.99996725  x   0.99990908  =   0.99987634
 CM1586!UTM  16      -   0.99996725  x   1.00030218  =   1.00026942
 CM1586
 CM1586:                Primary Azimuth Mark                     Grid Az
 CM1586:SPC GA W     -  BV 130 224 AZ MK                         073 43 16.4
 CM1586:UTM  16      -  BV 130 224 AZ MK                         072 11 31.5
 CM1586
 CM1586|---------------------------------------------------------------------|
 CM1586| PID    Reference Object                     Distance      Geod. Az  |
 CM1586|                                                           dddmmss.s |
 CM1586| CY8622 BV 130 224 AZ MK                                   0733354.4 |
 CM1586| CM1563 BUTLER HOMES CORP TANK              APPROX.20.7 KM 1153312.5 |
 CM1586|---------------------------------------------------------------------|
 CM1586
 CM1586                          SUPERSEDED SURVEY CONTROL
 CM1586
 CM1586  NAD 83(1986)-  32 38 50.08238(N)    084 27 21.70607(W) AD(       ) 2
 CM1586  NAD 27      -  32 38 49.57949(N)    084 27 21.99188(W) AD(       ) 2
 CM1586  NGVD 29 (07/19/86)  235.5    (m)          773.     (f) VERT ANG       
 CM1586
 CM1586.Superseded values are not recommended for survey control.
 CM1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1586.See file dsdata.txt to determine how the superseded data were derived.
 CM1586
 CM1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3862115040(NAD 83)
 CM1586_MARKER: DD = SURVEY DISK
 CM1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1586
 CM1586  HISTORY     - Date     Condition        Report By
 CM1586  HISTORY     - 1974     MONUMENTED       GADT
 CM1586
 CM1586                          STATION DESCRIPTION
 CM1586
 CM1586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1586'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTH OF JUNCTION
 CM1586'CITY, 5 MILES SOUTHEAST OF TALBOTTON AND 7-1/2 MILES NORTHEAST OF
 CM1586'GENEVA ON THE PROPERTY OF MISS FANNIE MAY BARRY, WOODLAND.
 CM1586'
 CM1586'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 208
 CM1586'AND STATE ROUTE 41 LOCATED IN TALBOTTON, TRAVEL EAST ON STATE ROUTE
 CM1586'208 FOR 0.6 MILE TO THE JUNCTION OF STATE ROUTE 90 TO THE
 CM1586'RIGHT.  CONTINUE TRAVELING EAST ON STATE ROUTE 208 FOR 2.9 MILES
 CM1586'TO THE JUNCTION OF COUNTY ROAD 117 TO THE LEFT.  CONTINUE
 CM1586'TRAVELING EASTERLY FOR 2.6 MILES TO THE CROSSING OF COUNTY ROAD
 CM1586'113 (DAN SEARCY ROAD TO THE LEFT AND INGRAM ROAD TO THE RIGHT).
 CM1586'TURN RIGHT TRAVELING SOUTH ON INGRAM ROAD FOR .4 MILE TO THE
 CM1586'JUNCTION OF A DRIVEWAY TO THE RIGHT.  TURN RIGHT TRAVELING
 CM1586'NORTHWESTERLY ON THE DRIVEWAY FOR 0.05 MILE TO A GATE BETWEEN
 CM1586'A HOUSE AND A BARN.  TRAVEL THROUGH THE GATE INTO A PASTURE
 CM1586'GOING IN A WESTERLY DIRECTION FOR 0.1 MILE TO THE WEST SIDE OF
 CM1586'THE PASTURE AND THE STATION.
 CM1586'
 CM1586'THE STATION IS A STANDARD BRASS DISK STAMPED 130-224 SET IN THE
 CM1586'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1586'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1586'130-224 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1586'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3.5 FEET
 CM1586'EAST OF A WITNESS POST SET ON A FENCELINE AND 15.5 FEET
 CM1586'SOUTHEAST OF A 10 INCH TWIN CHERRY TREE AT THE FENCELINE.
 CM1586'
 CM1586'TO REACH THE AZIMUTH MARK FROM THE STATION TRAVEL EAST
 CM1586'NORTHEASTERLY FOR 0.15 MILE ACROSS TWO PASTURES, AND TWO
 CM1586'FENCELINES TO THE EAST SIDE OF THE FURTHEREST FIELD AND THE
 CM1586'MARK.  IT IS A STANDARD DISK STAMPED 130-224 AZMK SET IN THE TOP
 CM1586'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1586'THE GROUND.  IT IS LOCATED 2.0 FEET SOUTHWEST OF A WITNESS POST
 CM1586'SET IN A FENCELINE, 12.4 FEET NORTH OF A 6 INCH TWIN PINE TREE
 CM1586'ON THE EDGE OF THE WOODS, 44.0 FEET SOUTHEAST OF A 6 INCH
 CM1586'PERSIMMON TREE IN THE FIELD AND 62.0 FEET NORTHEAST OF A 6
 CM1586'INCH PECAN TREE IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1551 ***********************************************************************
 CM1551  DESIGNATION -  BV 130 225
 CM1551  PID         -  CM1551
 CM1551  STATE/COUNTY-  GA/TALBOT
 CM1551  USGS QUAD   -  PRATTSBURG (1985)
 CM1551
 CM1551                         *CURRENT SURVEY CONTROL
 CM1551  ___________________________________________________________________
 CM1551* NAD 83(1994)-  32 42 38.43574(N)    084 22 16.44479(W)     ADJUSTED  
 CM1551* NAVD 88     -       160.     (meters)     525.     (feet)  VERTCON   
 CM1551  ___________________________________________________________________
 CM1551  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CM1551  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CM1551
 CM1551  HORZ ORDER  -  SECOND
 CM1551
 CM1551.The horizontal coordinates were established by classical geodetic methods
 CM1551.and adjusted by the National Geodetic Survey in September 1997..
 CM1551
 CM1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1551
 CM1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1551
 CM1551.The geoid height was determined by GEOID03.
 CM1551
 CM1551;                    North         East     Units Scale Factor Converg.
 CM1551;SPC GA W     -   300,536.580   680,822.212   MT  0.99990453   -0 06 38.0
 CM1551;SPC GA W     -   986,010.43  2,233,664.21   sFT  0.99990453   -0 06 38.0
 CM1551;UTM  16      - 3,622,269.200   746,402.888   MT  1.00034872   +1 25 16.7
 CM1551
 CM1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1551!SPC GA W     -   0.99997912  x   0.99990453  =   0.99988365
 CM1551!UTM  16      -   0.99997912  x   1.00034872  =   1.00032783
 CM1551
 CM1551|---------------------------------------------------------------------|
 CM1551| PID    Reference Object                     Distance      Geod. Az  |
 CM1551|                                                           dddmmss.s |
 CM1551| CM1550 BV 130 225 GADT 1974 PTA             27.307 METERS 26254     |
 CM1551| CY8623 BV 130 225 AZ MK                                   2980736.1 |
 CM1551|---------------------------------------------------------------------|
 CM1551
 CM1551                          SUPERSEDED SURVEY CONTROL
 CM1551
 CM1551  NAD 83(1986)-  32 42 38.44079(N)    084 22 16.44375(W) AD(       ) 2
 CM1551  NAD 27      -  32 42 37.94151(N)    084 22 16.73559(W) AD(       ) 2
 CM1551  NGVD 29 (07/19/86)  160.     (m)          525.     (f) VERT ANG       
 CM1551
 CM1551.Superseded values are not recommended for survey control.
 CM1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1551.See file dsdata.txt to determine how the superseded data were derived.
 CM1551
 CM1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4640322269(NAD 83)
 CM1551_MARKER: DD = SURVEY DISK
 CM1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1551
 CM1551  HISTORY     - Date     Condition        Report By
 CM1551  HISTORY     - 1974     MONUMENTED       GADT
 CM1551
 CM1551                          STATION DESCRIPTION
 CM1551
 CM1551'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1551'THE STATION IS LOCATED APPROXIMATELY 9-3/4 MILES NORTHEAST OF
 CM1551'TALBOTTON, 9-1/4 MILES NORTHEAST OF JUNCTION CITY, AND 12 MILES
 CM1551'SOUTHEAST OF WOODLAND ON THE PROPERTY OF MR. W.R. CHAPAIN.
 CM1551'
 CM1551'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CM1551'AND STATE ROUTE 41 LOCATED IN TALBOTTON, TRAVEL EAST ON
 CM1551'U.S. HIGHWAY 80 FOR 4.3 MILES TO THE JUNCTION OF PO BIDDY CROSSROAD
 CM1551'(COUNTY ROAD 90656 TO THE LEFT AND COUNTY ROAD 117 TO THE
 CM1551'RIGHT).  CONTINUE TRAVELING EAST ON U.S. HIGHWAY 80 FOR 4.5 MILES
 CM1551'TO THE JUNCTION OF POPLAR CROSSROADS (COUNTY ROAD
 CM1551'91648).  CONTINUE TRAVELING EAST ALONG U.S. HIGHWAY 80 FOR 1.3
 CM1551'MILES TO THE POTTERS CREEK BRIDGE.  CONTINUE TRAVELING EAST ON
 CM1551'U.S. HIGHWAY 80 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CM1551'LEFT.  CONTINUE TRAVELING EAST ON U.S. HIGHWAY 80 FOR 0.25
 CM1551'MILE TO THE JUNCTION OF A FARM ROAD TO THE RIGHT AT THE CHAPAIN
 CM1551'RESIDENCE.  TURN RIGHT, TRAVELING SOUTHERLY ON THE FARM
 CM1551'ROAD, PASSING THROUGH A GATE TO A BARN AREA AND FEED LOT AND
 CM1551'EXITING SOUTHWESTERLY INTO A PASTURE FOR 0.15 MILE TO A FENCE
 CM1551'CORNER ON THE RIGHT AND THE STATION ON THE LEFT.
 CM1551'
 CM1551'THE STATION IS A STANDARD BRASS DISK STAMPED 130-225, SET IN THE
 CM1551'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CM1551'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1551'STAMPED 130-225, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1551'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1551'LOCATED 77.3 FEET SOUTHEAST OF A WITNESS POST, 133.0 FEET
 CM1551'SOUTH OF THE CORNER FENCE POST, 79.0 FEET SOUTHEAST OF A 24
 CM1551'INCH PECAN TREE, 81.5 FEET SOUTHWEST OF A 24 INCH PECAN
 CM1551'TREE, 112.3 FEET SOUTHWEST OF A THIRD 24 INCH PECAN TREE, AND
 CM1551'119.6 FEET SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD.
 CM1551'
 CM1551'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-225 AZMK, SET IN
 CM1551'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1551'SURFACE OF THE GROUND.  IT IS LOCATED 49.0 FEET NORTH OF THE
 CM1551'CENTERLINE OF THE ROADWAY, 1.8 FEET SOUTH OF A WITNESS POST, 110.0
 CM1551'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD HOUSE, 119.0
 CM1551'FEET NORTHWEST OF A POWER POLE, AND 220.6 FEET NORTHEAST OF A
 CM1551'STATE RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1547 ***********************************************************************
 CM1547  DESIGNATION -  BV 130 226
 CM1547  PID         -  CM1547
 CM1547  STATE/COUNTY-  GA/TALBOT
 CM1547  USGS QUAD   -  PRATTSBURG (1985)
 CM1547
 CM1547                         *CURRENT SURVEY CONTROL
 CM1547  ___________________________________________________________________
 CM1547* NAD 83(1994)-  32 41 00.20294(N)    084 20 34.02240(W)     ADJUSTED  
 CM1547* NAVD 88     -       203.     (meters)     666.     (feet)  VERTCON   
 CM1547  ___________________________________________________________________
 CM1547  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CM1547  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CM1547
 CM1547  HORZ ORDER  -  SECOND
 CM1547
 CM1547.The horizontal coordinates were established by classical geodetic methods
 CM1547.and adjusted by the National Geodetic Survey in September 1997..
 CM1547
 CM1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1547
 CM1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1547
 CM1547.The geoid height was determined by GEOID03.
 CM1547
 CM1547;                    North         East     Units Scale Factor Converg.
 CM1547;SPC GA W     -   297,505.997   683,484.377   MT  0.99990336   -0 05 42.4
 CM1547;SPC GA W     -   976,067.59  2,242,398.33   sFT  0.99990336   -0 05 42.4
 CM1547;UTM  16      - 3,619,309.500   749,146.330   MT  1.00036549   +1 26 08.3
 CM1547
 CM1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1547!SPC GA W     -   0.99997235  x   0.99990336  =   0.99987571
 CM1547!UTM  16      -   0.99997235  x   1.00036549  =   1.00033783
 CM1547
 CM1547|---------------------------------------------------------------------|
 CM1547| PID    Reference Object                     Distance      Geod. Az  |
 CM1547|                                                           dddmmss.s |
 CM1547| CM1546 BV 130 226 GADT 1974 PTA             26.847 METERS 12721     |
 CM1547| CM1544 WESLEY                              APPROX. 2.5 KM 1724139.9 |
 CM1547| CY8624 BV 130 226 AZ MK                                   2911838.7 |
 CM1547|---------------------------------------------------------------------|
 CM1547
 CM1547                          SUPERSEDED SURVEY CONTROL
 CM1547
 CM1547  NAD 83(1986)-  32 41 00.20802(N)    084 20 34.02133(W) AD(       ) 2
 CM1547  NAD 27      -  32 40 59.70418(N)    084 20 34.31581(W) AD(       ) 2
 CM1547  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG       
 CM1547
 CM1547.Superseded values are not recommended for survey control.
 CM1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1547.See file dsdata.txt to determine how the superseded data were derived.
 CM1547
 CM1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4914619309(NAD 83)
 CM1547_MARKER: DD = SURVEY DISK
 CM1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1547
 CM1547  HISTORY     - Date     Condition        Report By
 CM1547  HISTORY     - 1974     MONUMENTED       GADT
 CM1547
 CM1547                          STATION DESCRIPTION
 CM1547
 CM1547'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1547'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES NORTHEAST OF
 CM1547'JUNCTION CITY, 11-1/4 MILES EAST OF TALBOTTON, AND 14 MILES SOUTH
 CM1547'OF THOMASTON ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1547'
 CM1547'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96 AND
 CM1547'STATE ROUTE 90 LOCATED IN THE SOUTHEAST SECTION OF JUNCTION CITY,
 CM1547'TRAVEL EAST ON STATE ROUTE 96 FOR 0.15 MILE TO THE JUNCTION OF
 CM1547'COUNTY ROAD 91648 TO THE LEFT.  TURN LEFT, TRAVELING NORTHEAST ON
 CM1547'COUNTY ROAD 91648 FOR 1.95 MILES TO THE PATSILIGA CREEK
 CM1547'BRIDGE.  CONTINUE TRAVELING NORTHEASTERLY ON THE COUNTY ROAD FOR
 CM1547'3.8 MILES TO THE TERMINATION OF COUNTY ROAD 91648 AND THE
 CM1547'CROSSING OF STATE ROUTE 208.  TURN RIGHT, TRAVELING EASTERLY ON
 CM1547'STATE ROUTE 208 FOR 2.15 MILES TO THE JUNCTION OF TAYLOR COUNTY
 CM1547'ROAD 81 TO THE LEFT.  TURN LEFT, TRAVELING NORTHWESTERLY ON
 CM1547'COUNTY ROAD 81 (WHICH BECOMES TALBOT COUNTY ROAD 2) FOR 2.4
 CM1547'MILES TO THE JUNCTION OF TALBOT COUNTY ROAD 4 TO THE
 CM1547'RIGHT.  TURN RIGHT, TRAVELING EASTERLY ON COUNTY ROAD 4
 CM1547'FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM1547'TRAVELING EASTERLY ON COUNTY ROAD 4 FOR 0.15 MILE TO THE
 CM1547'STATION ON THE LEFT.
 CM1547'
 CM1547'THE STATION IS A STANDARD BRASS DISK STAMPED 130-226, SET IN THE
 CM1547'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1547'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1547'130-226, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1547'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 28.0 FEET
 CM1547'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROADWAY, 4.2 FEET
 CM1547'SOUTHWEST OF A WITNESS POST, AND 44.0 FEET NORTH-NORTHWEST OF A
 CM1547'4 INCH PINE TREE.
 CM1547'
 CM1547'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-226 AZMK, SET IN
 CM1547'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1547'SURFACE OF THE GROUND.  IT IS LOCATED 23.0 FEET SOUTH-SOUTHWEST
 CM1547'OF THE CENTERLINE OF THE ROADWAY, 2.8 FEET NORTH-NORTHEAST OF A
 CM1547'WITNESS POST, AND 119.0 FEET WEST OF THE POINT OF INTERSECTION
 CM1547'OF THE CENTERLINE OF COUNTY ROADS 3 AND 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1588 ***********************************************************************
 CM1588  DESIGNATION -  BV 130 227
 CM1588  PID         -  CM1588
 CM1588  STATE/COUNTY-  GA/TALBOT
 CM1588  USGS QUAD   -  BALDWINVILLE (1985)
 CM1588
 CM1588                         *CURRENT SURVEY CONTROL
 CM1588  ___________________________________________________________________
 CM1588* NAD 83(1994)-  32 41 59.22989(N)    084 24 56.34006(W)     ADJUSTED  
 CM1588* NAVD 88     -       161.     (meters)     528.     (feet)  VERTCON   
 CM1588  ___________________________________________________________________
 CM1588  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CM1588  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CM1588
 CM1588  HORZ ORDER  -  SECOND
 CM1588
 CM1588.The horizontal coordinates were established by classical geodetic methods
 CM1588.and adjusted by the National Geodetic Survey in September 1997..
 CM1588
 CM1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1588
 CM1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1588
 CM1588.The geoid height was determined by GEOID03.
 CM1588
 CM1588;                    North         East     Units Scale Factor Converg.
 CM1588;SPC GA W     -   299,337.852   676,655.528   MT  0.99990672   -0 08 04.2
 CM1588;SPC GA W     -   982,077.60  2,219,994.01   sFT  0.99990672   -0 08 04.2
 CM1588;UTM  16      - 3,620,958.969   742,267.952   MT  1.00032380   +1 23 48.6
 CM1588
 CM1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1588!SPC GA W     -   0.99997896  x   0.99990672  =   0.99988569
 CM1588!UTM  16      -   0.99997896  x   1.00032380  =   1.00030276
 CM1588
 CM1588|---------------------------------------------------------------------|
 CM1588| PID    Reference Object                     Distance      Geod. Az  |
 CM1588|                                                           dddmmss.s |
 CM1588| CM1589 BV 130 227 GADT 1974 PTA             28.294 METERS 02854     |
 CM1588| CY8625 BV 130 227 AZ MK                                   0331318.0 |
 CM1588| CM1590 POBIDDY                             APPROX. 5.6 KM 3444731.0 |
 CM1588|---------------------------------------------------------------------|
 CM1588
 CM1588                          SUPERSEDED SURVEY CONTROL
 CM1588
 CM1588  NAD 83(1986)-  32 41 59.23514(N)    084 24 56.33905(W) AD(       ) 2
 CM1588  NAD 27      -  32 41 58.73768(N)    084 24 56.63015(W) AD(       ) 2
 CM1588  NGVD 29 (07/19/86)  161.     (m)          528.     (f) VERT ANG       
 CM1588
 CM1588.Superseded values are not recommended for survey control.
 CM1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1588.See file dsdata.txt to determine how the superseded data were derived.
 CM1588
 CM1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4226820959(NAD 83)
 CM1588_MARKER: DD = SURVEY DISK
 CM1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1588
 CM1588  HISTORY     - Date     Condition        Report By
 CM1588  HISTORY     - 1974     MONUMENTED       GADT
 CM1588
 CM1588                          STATION DESCRIPTION
 CM1588
 CM1588'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1588'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES EAST-NORTHEAST
 CM1588'OF TALBOTTON, 10 MILES SOUTHEAST OF WOODLAND, AND 13-3/4 MILES
 CM1588'SOUTH-SOUTHWEST OF THOMASTON ON STATE RIGHT OF WAY.
 CM1588'
 CM1588'TO REACH THE STATION FROM THE COURTHOUSE IN TALBOTTON, TRAVEL
 CM1588'NORTH ON STATE ROUTE 41 FOR 0.15 MILE TO THE JUNCTION OF
 CM1588'U.S. HIGHWAY 80 EAST TO THE RIGHT.  TURN RIGHT, TRAVELING EAST ON
 CM1588'U.S. HIGHWAY 80 FOR 4.3 MILES TO PO BIDDY CROSSROAD (COUNTY ROAD
 CM1588'90656 TO THE LEFT AND COUNTY ROAD 117 TO THE RIGHT).  CONTINUE
 CM1588'TRAVELING EAST ON U.S. HIGHWAY 80 FOR 2.9 MILES TO THE JUNCTION
 CM1588'OF COUNTY ROAD 114 TO THE RIGHT.  CONTINUE TRAVELING EAST ON
 CM1588'U.S. HIGHWAY 80 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 CM1588'
 CM1588'THE STATION IS A STANDARD BRASS DISK STAMPED 130-227, SET IN THE
 CM1588'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1588'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1588'STAMPED 130-227, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1588'APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1588'LOCATED 45.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY,
 CM1588'4.9 FEET NORTH OF A WITNESS POST SET ON A FENCELINE PARALLEL
 CM1588'WITH THE ROAD, AND 218.5 FEET NORTHEAST OF THE CENTERLINE OF A
 CM1588'GATE AT A HOUSE ON THE SOUTH SIDE OF THE ROAD.
 CM1588'
 CM1588'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1588'EAST ON U.S. HIGHWAY 80 FOR 0.15 MILE TO THE MARK ON THE LEFT
 CM1588'ON TOP OF A 15 FOOT CUT BANK.  IT IS A STANDARD DISK STAMPED
 CM1588'130-227 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1588'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 45.0
 CM1588'FEET NORTHWEST OF THE CENTERLINE OF THE ROADWAY, 6.0 FEET WEST
 CM1588'OF A WITNESS POST, AND 4.5 FEET SOUTHEAST OF A FENCELINE RUNNING
 CM1588'PARALLEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1619 ***********************************************************************
 CM1619  DESIGNATION -  BV 130 228
 CM1619  PID         -  CM1619
 CM1619  STATE/COUNTY-  GA/TALBOT
 CM1619  USGS QUAD   -  ROLAND (1971)
 CM1619
 CM1619                         *CURRENT SURVEY CONTROL
 CM1619  ___________________________________________________________________
 CM1619* NAD 83(1994)-  32 46 29.99286(N)    084 28 41.29856(W)     ADJUSTED  
 CM1619* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 CM1619  ___________________________________________________________________
 CM1619  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CM1619  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CM1619
 CM1619  HORZ ORDER  -  SECOND
 CM1619
 CM1619.The horizontal coordinates were established by classical geodetic methods
 CM1619.and adjusted by the National Geodetic Survey in September 1997..
 CM1619
 CM1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1619
 CM1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1619
 CM1619.The geoid height was determined by GEOID03.
 CM1619
 CM1619;                    North         East     Units Scale Factor Converg.
 CM1619;SPC GA W     -   307,693.539   670,821.158   MT  0.99991049   -0 10 07.0
 CM1619;SPC GA W     - 1,009,491.22  2,200,852.42   sFT  0.99991049   -0 10 07.0
 CM1619;UTM  16      - 3,629,158.848   736,209.742   MT  1.00028804   +1 21 57.0
 CM1619
 CM1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1619!SPC GA W     -   0.99997697  x   0.99991049  =   0.99988746
 CM1619!UTM  16      -   0.99997697  x   1.00028804  =   1.00026500
 CM1619
 CM1619|---------------------------------------------------------------------|
 CM1619| PID    Reference Object                     Distance      Geod. Az  |
 CM1619|                                                           dddmmss.s |
 CM1619| CM1620 BV 130 228 GADT 1974 PTA             16.322 METERS 08458     |
 CM1619| CY8626 BV 130 228 AZ MK                                   1200403.7 |
 CM1619|---------------------------------------------------------------------|
 CM1619
 CM1619                          SUPERSEDED SURVEY CONTROL
 CM1619
 CM1619  NAD 83(1986)-  32 46 29.99814(N)    084 28 41.29743(W) AD(       ) 2
 CM1619  NAD 27      -  32 46 29.51020(N)    084 28 41.57868(W) AD(       ) 2
 CM1619  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 CM1619
 CM1619.Superseded values are not recommended for survey control.
 CM1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1619.See file dsdata.txt to determine how the superseded data were derived.
 CM1619
 CM1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3621029159(NAD 83)
 CM1619_MARKER: DD = SURVEY DISK
 CM1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1619
 CM1619  HISTORY     - Date     Condition        Report By
 CM1619  HISTORY     - 1974     MONUMENTED       GADT
 CM1619
 CM1619                          STATION DESCRIPTION
 CM1619
 CM1619'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1619'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES EAST-SOUTHEAST OF
 CM1619'WOODLAND, 7-1/2 MILES NORTHEAST OF TALBOTTON, AND 11-3/4 MILES
 CM1619'SOUTHWEST OF THOMASTON ON COUNTY RIGHT OF WAY.
 CM1619'
 CM1619'TO REACH THE STATION FROM THE COURTHOUSE IN TALBOTTON, TRAVEL
 CM1619'NORTH ON STATE ROUTE 41 FOR 0.15 MILE TO THE JUNCTION OF
 CM1619'U.S. HIGHWAY 80 EAST TO THE RIGHT.  TURN RIGHT, TRAVELING EAST ON
 CM1619'U.S. HIGHWAY 80 FOR 4.3 MILES TO PO BIDDY CROSSROAD (COUNTY ROAD
 CM1619'90656 TO THE LEFT AND COUNTY ROAD 117 TO THE RIGHT).  TURN LEFT,
 CM1619'TRAVELING ALONG COUNTY ROAD 90656 FOR 3.8 MILES TO THE JUNCTION
 CM1619'OF COUNTY ROAD 91648 TO THE LEFT.  TURN LEFT, TRAVELING
 CM1619'NORTHERLY ALONG COUNTY ROAD 91648 FOR 2.8 MILES TO THE AZIMUTH
 CM1619'MARK ON THE RIGHT.  CONTINUE TRAVELING NORTHERLY ON THE COUNTY
 CM1619'ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 CM1619'
 CM1619'THE STATION IS A STANDARD BRASS DISK STAMPED 130-228, SET IN THE
 CM1619'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH ABOVE THE
 CM1619'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1619'STAMPED 130-228, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1619'APPROXIMATELY 29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1619'LOCATED 27.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY,
 CM1619'5.0 FEET SOUTH OF A WITNESS POST, 28.0 FEET NORTH OF 6 INCH
 CM1619'TWIN CEDAR TREES, AND 29.0 FEET EAST OF AN 8 INCH CEDAR
 CM1619'TREE.
 CM1619'
 CM1619'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 130-228 AZMK, SET IN
 CM1619'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH ABOVE THE
 CM1619'SURFACE OF THE GROUND.  IT IS LOCATED 32.0 FEET NORTHEAST OF THE
 CM1619'CENTERLINE OF THE ROADWAY, 4.5 FEET EAST OF A WITNESS POST, 6.5
 CM1619'FEET SOUTH OF AN 8 INCH PINE TREE, AND 17.0 FEET WEST OF AN
 CM1619'8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1902 ***********************************************************************
 DF1902  DESIGNATION -  BV 131 200
 DF1902  PID         -  DF1902
 DF1902  STATE/COUNTY-  GA/TALIAFERRO
 DF1902  USGS QUAD   -  WASHINGTON WEST (1986)
 DF1902
 DF1902                         *CURRENT SURVEY CONTROL
 DF1902  ___________________________________________________________________
 DF1902* NAD 83(1994)-  33 38 07.84448(N)    082 49 43.15249(W)     ADJUSTED  
 DF1902* NAVD 88     -       167.3    (meters)     549.     (feet)  VERTCON   
 DF1902  ___________________________________________________________________
 DF1902  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DF1902  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF1902
 DF1902  HORZ ORDER  -  SECOND
 DF1902
 DF1902.The horizontal coordinates were established by classical geodetic methods
 DF1902.and adjusted by the National Geodetic Survey in September 1997..
 DF1902
 DF1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1902
 DF1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1902
 DF1902.The geoid height was determined by GEOID03.
 DF1902
 DF1902;                    North         East     Units Scale Factor Converg.
 DF1902;SPC GA E     -   403,275.607   138,588.131   MT  0.99994648   -0 22 00.1
 DF1902;SPC GA E     - 1,323,080.05    454,684.56   sFT  0.99994648   -0 22 00.1
 DF1902;UTM  17      - 3,723,242.965   330,398.757   MT  0.99995463   -1 00 47.3
 DF1902
 DF1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1902!SPC GA E     -   0.99997822  x   0.99994648  =   0.99992470
 DF1902!UTM  17      -   0.99997822  x   0.99995463  =   0.99993285
 DF1902
 DF1902:                Primary Azimuth Mark                     Grid Az
 DF1902:SPC GA E     -  BV 131 200 AZ MK                         348 13 09.8
 DF1902:UTM  17      -  BV 131 200 AZ MK                         348 51 57.0
 DF1902
 DF1902|---------------------------------------------------------------------|
 DF1902| PID    Reference Object                     Distance      Geod. Az  |
 DF1902|                                                           dddmmss.s |
 DF1902| DF2910 BV 131 200 AZ MK                                   3475109.7 |
 DF1902|---------------------------------------------------------------------|
 DF1902
 DF1902                          SUPERSEDED SURVEY CONTROL
 DF1902
 DF1902  NAD 83(1986)-  33 38 07.85067(N)    082 49 43.15073(W) AD(       ) 2
 DF1902  NAD 27      -  33 38 07.38189(N)    082 49 43.63430(W) AD(       ) 2
 DF1902  NGVD 29 (07/19/86)  167.4    (m)          549.     (f) VERT ANG       
 DF1902
 DF1902.Superseded values are not recommended for survey control.
 DF1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1902.See file dsdata.txt to determine how the superseded data were derived.
 DF1902
 DF1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3039923243(NAD 83)
 DF1902_MARKER: DD = SURVEY DISK
 DF1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1902
 DF1902  HISTORY     - Date     Condition        Report By
 DF1902  HISTORY     - 1976     MONUMENTED       GADT
 DF1902
 DF1902                          STATION DESCRIPTION
 DF1902
 DF1902'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1902'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES NORTH-NORTHWEST
 DF1902'OF SHARON, 6-1/4 MILES EAST OF LYNEVILLE, AND 6-3/4 MILES NORTH-
 DF1902'NORTHEAST OF CRAWFORDVILLE ON COUNTY RIGHT OF WAY.
 DF1902'
 DF1902'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 22 AND 44
 DF1902'LOCATED APPROXIMATELY 7-1/4 MILES NORTH OF CRAWFORDVILLE, GO
 DF1902'NORTHEAST ALONG STATE ROUTE 44 FOR 3.2 MILES TO THE JUNCTION OF
 DF1902'PAVED COUNTY ROAD 48 TO THE RIGHT. TURN RIGHT GOING SOUTHEAST
 DF1902'ALONG COUNTY ROAD 48 FOR 1.9 MILES TO ITS TERMINATION AT THE
 DF1902'JUNCTION OF COUNTY ROAD 92182 (UNPAVED TO THE LEFT AND PAVED
 DF1902'STRAIGHT AHEAD) AND THE AZIMUTH MARK ON THE LEFT. CONTINUE
 DF1902'AHEAD GOING SOUTH ALONG COUNTY ROAD 92182 FOR 0.95 MILE TO THE
 DF1902'JUNCTION OF COUNTY ROAD 4 TO THE LEFT. CONTINUE GOING
 DF1902'SOUTH ALONG COUNTY ROAD 92182 FOR 0.65 MILE TO THE STATION
 DF1902'ON THE LEFT
 DF1902'
 DF1902'THE STATION IS LOCATED 35 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1902'OF COUNTY ROAD 92182, 87.7 FEET SOUTH OF THE SOUTHWEST CORNER OF
 DF1902'A HOUSE, 6.4 FEET SOUTH OF A POWER POLE AT THE CORNER OF A
 DF1902'FENCE, 41.0 FEET SOUTHWEST OF A TELEVISION ANTENNA POLE ON THE
 DF1902'SOUTH SIDE OF A MOBILE HOME TRAILER, 99.2 FEET WEST-SOUTHWEST OF
 DF1902'A POWER POLE WITH TRANSFORMER ATTACHED, AND 5.0 FEET WEST-
 DF1902'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DF1902'STANDARD BRASS DISK STAMPED---131-200 1976---, SET IN THE TOP
 DF1902'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1902'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1902'DISK STAMPED---131-200 1976---, SET IN AN IRREGULAR MASS
 DF1902'OF CONCRETE APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE
 DF1902'GROUND.
 DF1902'
 DF1902'THE AZIMUTH MARK IS LOCATED 244 FEET EAST-NORTHEAST OF THE POINT
 DF1902'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 48 AND COUNTY
 DF1902'ROAD 92182, 184 FEET NORTHEAST OF THE CENTERLINE OF PAVED COUNTY
 DF1902'ROAD 92182 TO THE SOUTH, 47 FEET SOUTH-SOUTHEAST OF THE
 DF1902'CENTERLINE OF UNPAVED COUNTY ROAD 92182 TO THE EAST, 5.2 FEET
 DF1902'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 1.2 FEET NORTH
 DF1902'NORTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1902'STANDARD DISK STAMPED---131-200 1976 AZMK---, SET IN THE TOP OF
 DF1902'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1902'OF THE GROUND.
 DF1902'
 DF1902'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1919 ***********************************************************************
 DF1919  DESIGNATION -  BV 131 201
 DF1919  PID         -  DF1919
 DF1919  STATE/COUNTY-  GA/TALIAFERRO
 DF1919  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF1919
 DF1919                         *CURRENT SURVEY CONTROL
 DF1919  ___________________________________________________________________
 DF1919* NAD 83(1994)-  33 36 39.34280(N)    082 55 55.04084(W)     ADJUSTED  
 DF1919* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 DF1919  ___________________________________________________________________
 DF1919  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DF1919  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DF1919
 DF1919  HORZ ORDER  -  SECOND
 DF1919
 DF1919.The horizontal coordinates were established by classical geodetic methods
 DF1919.and adjusted by the National Geodetic Survey in September 1997..
 DF1919
 DF1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1919
 DF1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1919
 DF1919.The geoid height was determined by GEOID03.
 DF1919
 DF1919;                    North         East     Units Scale Factor Converg.
 DF1919;SPC GA E     -   400,615.179   128,984.502   MT  0.99996215   -0 25 25.1
 DF1919;SPC GA E     - 1,314,351.63    423,176.65   sFT  0.99996215   -0 25 25.1
 DF1919;UTM  17      - 3,720,690.973   320,765.528   MT  0.99999606   -1 04 11.0
 DF1919
 DF1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1919!SPC GA E     -   0.99997717  x   0.99996215  =   0.99993932
 DF1919!UTM  17      -   0.99997717  x   0.99999606  =   0.99997323
 DF1919
 DF1919|---------------------------------------------------------------------|
 DF1919| PID    Reference Object                     Distance      Geod. Az  |
 DF1919|                                                           dddmmss.s |
 DF1919| DF1918 BV 131 201 GADT 1976 PTA             29.195 METERS 07039     |
 DF1919| DF2911 BV 131 201 AZ MK                                   0740424.7 |
 DF1919|---------------------------------------------------------------------|
 DF1919
 DF1919                          SUPERSEDED SURVEY CONTROL
 DF1919
 DF1919  NAD 83(1986)-  33 36 39.34901(N)    082 55 55.03906(W) AD(       ) 2
 DF1919  NAD 27      -  33 36 38.88530(N)    082 55 55.51397(W) AD(       ) 2
 DF1919  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 DF1919
 DF1919.Superseded values are not recommended for survey control.
 DF1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1919.See file dsdata.txt to determine how the superseded data were derived.
 DF1919
 DF1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2076620691(NAD 83)
 DF1919_MARKER: DD = SURVEY DISK
 DF1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1919
 DF1919  HISTORY     - Date     Condition        Report By
 DF1919  HISTORY     - 1976     MONUMENTED       GADT
 DF1919
 DF1919                          STATION DESCRIPTION
 DF1919
 DF1919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1919'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES SOUTH OF
 DF1919'LYNEVILLE, 8-1/2 MILES SOUTH-SOUTHEAST OF PHILOMATH, AND 8-1/2
 DF1919'MILES EAST OF UNION POINT ON COUNTY RIGHT OF WAY.
 DF1919'
 DF1919'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 44 AND
 DF1919'STATE ROUTE 22 APPROXIMATELY 7-1/4 MILES NORTH OF CRAWFORDVILLE,
 DF1919'GO SOUTH ALONG STATE ROUTE 22 FOR 1.2 MILES TO THE NORTH END OF
 DF1919'LITTLE RIVER BRIDGE.  CONTINUE GOING SOUTH ALONG STATE ROUTE 22
 DF1919'FOR 1.9 MILES TO THE NORTH END OF SOUTH FORK CREEK BRIDGE.
 DF1919'CONTINUE GOING SOUTH ALONG STATE ROUTE 22 FOR 0.6 MILE TO THE
 DF1919'JUNCTION OF PAVED COUNTY ROAD 71 TO THE RIGHT.  TURN RIGHT
 DF1919'GOING WEST ALONG COUNTY ROAD 71 FOR 0.2 MILE TO THE AZIMUTH
 DF1919'MARK ON THE RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 71
 DF1919'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 DF1919'
 DF1919'THE STATION IS LOCATED 38 FEET SOUTH OF THE CENTERLINE OF
 DF1919'COUNTY ROAD 71, 70.0 FEET WEST-SOUTHWEST OF THE WESTERN MOST END
 DF1919'OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO A WHITE FRAME
 DF1919'HOUSE TO THE SOUTH, 19.0 FEET NORTHWEST OF A FENCE CORNER POST,
 DF1919'114.0 FEET SOUTH-SOUTHEAST OF AN 18 INCH PINE TREE ON THE NORTH
 DF1919'SIDE OF THE ROAD, 84.3 FEET SOUTHEAST OF AN IRON PIN PROPERTY
 DF1919'CORNER ON THE NORTH SIDE OF THE ROAD, AND 2.6 FEET NORTH OF A
 DF1919'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---131-201
 DF1919'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1919'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1919'UNDERGROUND STATION IS A STANDARD DISK STAMPED---131-201
 DF1919'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1919'0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF1919'
 DF1919'THE AZIMUTH MARK IS LOCATED 37 FEET NORTH OF THE CENTERLINE OF
 DF1919'COUNTY ROAD 71, 26.1 FEET WEST OF THE NORTH END OF A 24 INCH
 DF1919'CONCRETE PIPE CULVERT UNDER THE ROAD, 97.0 FEET NORTHWEST OF A
 DF1919'24 INCH OAK TREE ON THE SOUTH SIDE OF THE ROAD, 112.5 FEET NORTH
 DF1919'NORTHEAST OF A 15 INCH PINE TREE ON THE SOUTH SIDE OF THE ROAD,
 DF1919'39.6 FEET SOUTHWEST OF A 12 INCH HICKORY TREE AT A FENCELINE,
 DF1919'AND 4.0 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1919'STAMPED---131-201 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1919'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1919'GROUND.
 DF1919'
 DF1919'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1928 ***********************************************************************
 DF1928  DESIGNATION -  BV 131 202
 DF1928  PID         -  DF1928
 DF1928  STATE/COUNTY-  GA/TALIAFERRO
 DF1928  USGS QUAD   -  PHILOMATH (1981)
 DF1928
 DF1928                         *CURRENT SURVEY CONTROL
 DF1928  ___________________________________________________________________
 DF1928* NAD 83(1994)-  33 42 07.37652(N)    082 58 24.36579(W)     ADJUSTED  
 DF1928* NAVD 88     -       216.     (meters)     709.     (feet)  VERTCON   
 DF1928  ___________________________________________________________________
 DF1928  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DF1928  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF1928
 DF1928  HORZ ORDER  -  SECOND
 DF1928
 DF1928.The horizontal coordinates were established by classical geodetic methods
 DF1928.and adjusted by the National Geodetic Survey in September 1997..
 DF1928
 DF1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1928
 DF1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1928
 DF1928.The geoid height was determined by GEOID03.
 DF1928
 DF1928;                    North         East     Units Scale Factor Converg.
 DF1928;SPC GA E     -   410,750.527   125,214.191   MT  0.99996893   -0 26 51.6
 DF1928;SPC GA E     - 1,347,604.02    410,806.89   sFT  0.99996893   -0 26 51.6
 DF1928;UTM  17      - 3,730,868.635   317,109.740   MT  1.00001237   -1 05 43.1
 DF1928
 DF1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1928!SPC GA E     -   0.99997059  x   0.99996893  =   0.99993952
 DF1928!UTM  17      -   0.99997059  x   1.00001237  =   0.99998296
 DF1928
 DF1928:                Primary Azimuth Mark                     Grid Az
 DF1928:SPC GA E     -  CRAWFORDVILLE COUNTY LOT                 138 41 00.5
 DF1928:UTM  17      -  CRAWFORDVILLE COUNTY LOT                 139 19 52.0
 DF1928
 DF1928|---------------------------------------------------------------------|
 DF1928| PID    Reference Object                     Distance      Geod. Az  |
 DF1928|                                                           dddmmss.s |
 DF1928| DF1909 CRAWFORDVILLE COUNTY LOT            APPROX.16.4 KM 1381408.9 |
 DF1928| DF2912 BV 131 202 AZ MK                                   1434251.1 |
 DF1928| DF1929 BV 131 202 GADT 1976 PTA             24.500 METERS 19713     |
 DF1928|---------------------------------------------------------------------|
 DF1928
 DF1928                          SUPERSEDED SURVEY CONTROL
 DF1928
 DF1928  NAD 83(1986)-  33 42 07.38269(N)    082 58 24.36401(W) AD(       ) 2
 DF1928  NAD 27      -  33 42 06.92970(N)    082 58 24.82514(W) AD(       ) 2
 DF1928  NGVD 29 (07/19/86)  216.     (m)          709.     (f) VERT ANG       
 DF1928
 DF1928.Superseded values are not recommended for survey control.
 DF1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1928.See file dsdata.txt to determine how the superseded data were derived.
 DF1928
 DF1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1711030869(NAD 83)
 DF1928_MARKER: DD = SURVEY DISK
 DF1928_SETTING: 66 = SET IN ROCK OUTCROP
 DF1928_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DF1928
 DF1928  HISTORY     - Date     Condition        Report By
 DF1928  HISTORY     - 1976     MONUMENTED       GADT
 DF1928
 DF1928                          STATION DESCRIPTION
 DF1928
 DF1928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1928'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTHEAST OF
 DF1928'PHILOMATH, 7-1/4 MILES SOUTH-SOUTHWEST OF RAYLE, AND 8-3/4 MILES
 DF1928'NORTHEAST OF UNION POINT ON THE PROPERTY OF CONTINENTAL CAN
 DF1928'COMPANY.
 DF1928'
 DF1928'TO REACH THE STATION FROM THE US POST OFFICE IN PHILOMATH, GO
 DF1928'SOUTHEAST ALONG STATE ROUTE 22 FOR 2.15 MILES TO THE JUNCTION OF
 DF1928'DIRT COUNTY ROAD 49 TO THE RIGHT.  TURN RIGHT GOING SOUTHWEST
 DF1928'ALONG COUNTY ROAD 49 FOR 0.55 MILE TO A FORD ON WHITE CREEK.
 DF1928'CONTINUE GOING SOUTHWEST ALONG COUNTY ROAD 49 FOR 0.5 MILE TO
 DF1928'THE JUNCTION OF A FIELD TRACK ROAD CROSSING AND THE AZIMUTH
 DF1928'MARK IN THE NORTHWESTERN QUADRANT OF THE JUNCTION.  TURN RIGHT
 DF1928'GOING NORTHWESTERLY UP A HILL FOR 0.15 MILE TO THE STATION ON
 DF1928'THE RIGHT.
 DF1928'
 DF1928'THE STATION IS LOCATED 60 FEET NORTHEAST OF THE CENTERLINE OF
 DF1928'THE TRACK ROAD, 115.2 FEET NORTHEAST ON AN 8 INCH OAK TREE WITH
 DF1928'A 4 FOOT LONG SCAR ON THE SOUTHWEST SIDE OF THE ROAD, 159.0
 DF1928'FEET EAST OF AN 18 INCH LEANING OAK TREE ON THE SOUTHWEST SIDE
 DF1928'OF THE ROAD, 150.0 FEET NORTH-NORTHEAST OF A 6 INCH PINE TREE
 DF1928'BROKEN OFF 6 FEET ABOVE THE GROUND ON THE SOUTHWEST SIDE OF THE
 DF1928'ROAD, 150.5 FEET NORTH OF A 10 INCH PINE TREE WITH ANOTHER PINE
 DF1928'TREE LEANING AGAINST IT ON THE SOUTHWEST SIDE OF THE ROAD, AND
 DF1928'3.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF1928'DISK STAMPED---131-202 1976---, SET IN A 1 INCH DRILL HOLE
 DF1928'IN BEDROCK FLUSH WITH THE SURFACE OF THE ROCK.
 DF1928'
 DF1928'THE AZIMUTH MARK IS LOCATED 16 FEET WEST OF THE CENTERLINE OF
 DF1928'THE TRACK ROAD, 15 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 DF1928'49, 21 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 DF1928'CENTERLINES OF COUNTY ROAD 49 AND THE TRACK ROAD, 129.0 FEET
 DF1928'NORTHWEST OF A 30 INCH DEAD OAK TREE IN THE SOUTHEAST QUADRANT
 DF1928'OF THE JUNCTION OF THE ROADS, 40.2 FEET EAST OF AN 18 INCH
 DF1928'FORKED OAK TREE, AND 3.8 FEET SOUTHEAST OF A WITNESS POST.
 DF1928'IT IS A STANDARD DISK STAMPED---131-202 1976 AZMK---, SET IN
 DF1928'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 DF1928'THE SURFACE OF THE GROUND.
 DF1928'
 DF1928'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1877 ***********************************************************************
 DF1877  DESIGNATION -  BV 131 203
 DF1877  PID         -  DF1877
 DF1877  STATE/COUNTY-  GA/TALIAFERRO
 DF1877  USGS QUAD   -  CADLEY (1972)
 DF1877
 DF1877                         *CURRENT SURVEY CONTROL
 DF1877  ___________________________________________________________________
 DF1877* NAD 83(1994)-  33 35 53.99611(N)    082 42 42.47908(W)     ADJUSTED  
 DF1877* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 DF1877  ___________________________________________________________________
 DF1877  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DF1877  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DF1877
 DF1877  HORZ ORDER  -  SECOND
 DF1877
 DF1877.The horizontal coordinates were established by classical geodetic methods
 DF1877.and adjusted by the National Geodetic Survey in September 1997..
 DF1877
 DF1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1877
 DF1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1877
 DF1877.The geoid height was determined by GEOID03.
 DF1877
 DF1877;                    North         East     Units Scale Factor Converg.
 DF1877;SPC GA E     -   399,088.841   149,406.957   MT  0.99993155   -0 18 06.0
 DF1877;SPC GA E     - 1,309,343.97    490,179.32   sFT  0.99993155   -0 18 06.0
 DF1877;UTM  17      - 3,718,934.491   341,169.615   MT  0.99991101   -0 56 50.8
 DF1877
 DF1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1877!SPC GA E     -   0.99998206  x   0.99993155  =   0.99991362
 DF1877!UTM  17      -   0.99998206  x   0.99991101  =   0.99989308
 DF1877
 DF1877:                Primary Azimuth Mark                     Grid Az
 DF1877:SPC GA E     -  BV 131 203 AZ MK                         220 40 49.2
 DF1877:UTM  17      -  BV 131 203 AZ MK                         221 19 34.0
 DF1877
 DF1877|---------------------------------------------------------------------|
 DF1877| PID    Reference Object                     Distance      Geod. Az  |
 DF1877|                                                           dddmmss.s |
 DF1877| DF2913 BV 131 203 AZ MK                                   2202243.2 |
 DF1877| DF1878 BV 131 203 GADT 1976 PTA             25.661 METERS 26646     |
 DF1877|---------------------------------------------------------------------|
 DF1877
 DF1877                          SUPERSEDED SURVEY CONTROL
 DF1877
 DF1877  NAD 83(1986)-  33 35 54.00191(N)    082 42 42.47641(W) AD(       ) 2
 DF1877  NAD 27      -  33 35 53.51927(N)    082 42 42.97949(W) AD(       ) 2
 DF1877  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 DF1877
 DF1877.Superseded values are not recommended for survey control.
 DF1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1877.See file dsdata.txt to determine how the superseded data were derived.
 DF1877
 DF1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4117018934(NAD 83)
 DF1877_MARKER: DD = SURVEY DISK
 DF1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1877
 DF1877  HISTORY     - Date     Condition        Report By
 DF1877  HISTORY     - 1976     MONUMENTED       GADT
 DF1877
 DF1877                          STATION DESCRIPTION
 DF1877
 DF1877'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1877'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF RAYTOWN, 5-1/4
 DF1877'MILES EAST-NORTHEAST OF SHARON, AND 5 MILES NORTHWEST OF CADLEY
 DF1877'ON THE PROPERTY OF CONTINENTAL CAN COMPANY INC.
 DF1877'
 DF1877'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47, STATE
 DF1877'ROUTE 269,AND COUNTY ROAD 90908 IN SHARON, GO EAST ALONG COUNTY
 DF1877'ROAD 90908 FOR 2.55 MILES TO THE JUNCTION OF COUNTY ROAD 21 TO
 DF1877'THE RIGHT, COUNTY ROAD 16 CONTINUING STRAIGHT AHEAD, AND COUNTY
 DF1877'ROAD 90908 TURNING SHARPLY TO THE LEFT AT THE COMMUNITY OF
 DF1877'RAYTOWN, PROCEED NORTHEAST ALONG COUNTY ROAD 16 FOR 1.35 MILE TO
 DF1877'THE JUNCTION OF THE ATLANTA GAS LIGHT COMPANY PIPELINE
 DF1877'CROSSING.  CONTINUE NORTHEAST ALONG COUNTY ROAD 16 FOR 1.55
 DF1877'MILES TO THE JUNCTION OF COUNTY ROAD 14 TO THE LEFT AND THE
 DF1877'AZIMUTH MARK ON THE LEFT. CONTINUE GOING NORTHEAST ALONG
 DF1877'COUNTY ROAD 16 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF1877'
 DF1877'THE STATION IS LOCATED 29 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1877'COUNTY ROAD 16, 39 FEET SOUTH OF THE POINT OF INTERSECTION OF
 DF1877'THE CENTERLINES OF COUNTY ROAD 16 AND A TRACK ROAD TO THE EAST,
 DF1877'22.0 FEET SOUTH-SOUTHWEST OF A 24 INCH OAK TREE, 70.6 FEET EAST
 DF1877'OF A POWER POLE ON THE NORTHEAST SIDE OF THE ROAD, AND 3.1 FEET
 DF1877'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1877'STAMPED---131-203 1976---,
 DF1877'SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1877'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1877'UNDERGROUND STATION IS A STANDARD DISK
 DF1877'STAMPED---131-203 1976---, SET IN AN
 DF1877'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80
 DF1877'METER BELOW THE SURFACE OF THE GROUND.
 DF1877'
 DF1877'THE AZIMUTH MARK IS LOCATED 101 FEET NORTH-NORTHEAST OF THE
 DF1877'POINT OF INTERSECTION OF THE CENTER LINES OF COUNTY ROAD 16 AND
 DF1877'COUNTY ROAD 14, 33 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 DF1877'COUNTY ROAD 16, 87.8 FEET WEST OF AN UNDERGROUND TELEPHONE
 DF1877'CABLE PEDESTAL,
 DF1877'91 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 14,
 DF1877'AND 2.4 FEET SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1877'STAMPED---131-203 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1877'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1877'GROUND.
 DF1877'
 DF1877'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1908 ***********************************************************************
 DF1908  DESIGNATION -  BV 131 204
 DF1908  PID         -  DF1908
 DF1908  STATE/COUNTY-  GA/TALIAFERRO
 DF1908  USGS QUAD   -  SHARON (1981)
 DF1908
 DF1908                         *CURRENT SURVEY CONTROL
 DF1908  ___________________________________________________________________
 DF1908* NAD 83(1994)-  33 34 52.50002(N)    082 51 12.13814(W)     ADJUSTED  
 DF1908* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 DF1908  ___________________________________________________________________
 DF1908  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DF1908  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF1908
 DF1908  HORZ ORDER  -  SECOND
 DF1908
 DF1908.The horizontal coordinates were established by classical geodetic methods
 DF1908.and adjusted by the National Geodetic Survey in September 1997..
 DF1908
 DF1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1908
 DF1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1908
 DF1908.The geoid height was determined by GEOID03.
 DF1908
 DF1908;                    North         East     Units Scale Factor Converg.
 DF1908;SPC GA E     -   397,272.464   136,255.077   MT  0.99995008   -0 22 47.4
 DF1908;SPC GA E     - 1,303,384.74    447,030.20   sFT  0.99995008   -0 22 47.4
 DF1908;UTM  17      - 3,717,266.439   327,998.140   MT  0.99996474   -1 01 31.4
 DF1908
 DF1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1908!SPC GA E     -   0.99997591  x   0.99995008  =   0.99992599
 DF1908!UTM  17      -   0.99997591  x   0.99996474  =   0.99994065
 DF1908
 DF1908|---------------------------------------------------------------------|
 DF1908| PID    Reference Object                     Distance      Geod. Az  |
 DF1908|                                                           dddmmss.s |
 DF1908| DF1907 BV 131 204 GADT 1976 PTA             27.907 METERS 12110     |
 DF1908| DF2914 BV 131 204 AZ MK                                   1550122.7 |
 DF1908|---------------------------------------------------------------------|
 DF1908
 DF1908                          SUPERSEDED SURVEY CONTROL
 DF1908
 DF1908  NAD 83(1986)-  33 34 52.50603(N)    082 51 12.13615(W) AD(       ) 2
 DF1908  NAD 27      -  33 34 52.03237(N)    082 51 12.62134(W) AD(       ) 2
 DF1908  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 DF1908
 DF1908.Superseded values are not recommended for survey control.
 DF1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1908.See file dsdata.txt to determine how the superseded data were derived.
 DF1908
 DF1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2799817266(NAD 83)
 DF1908_MARKER: DD = SURVEY DISK
 DF1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1908
 DF1908  HISTORY     - Date     Condition        Report By
 DF1908  HISTORY     - 1976     MONUMENTED       GADT
 DF1908
 DF1908                          STATION DESCRIPTION
 DF1908
 DF1908'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1908'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF
 DF1908'CRAWFORDVILLE, 3-3/4 MILES WEST-NORTHWEST OF SHARON, AND 6
 DF1908'MILES WEST OF RAYTOWN ON COUNTY RIGHT OF WAY.
 DF1908'
 DF1908'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47,
 DF1908'STATE ROUTE 269, AND COUNTY ROAD 90908 IN SHARON, GO WEST ALONG
 DF1908'STATE ROUTE 47 FOR 3.65 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1908'92180 (UNPAVED LEFT, PAVED RIGHT) CROSSING. TURN RIGHT GOING
 DF1908'NORTH ALONG PAVED COUNTY ROAD 92180 FOR 1.4 MILES TO A GEORGIA
 DF1908'POWER COMPANY POWER LINE CROSSING.  CONTINUE GOING NORTH ALONG
 DF1908'COUNTY ROAD 92180 FOR 0.8 MILE TO THE JUNCTION OF UNPAVED
 DF1908'COUNTY ROAD 9 TO THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 DF1908'CONTINUE GOING NORTH ALONG COUNTY ROAD 92180 FOR 0.35 MILE TO
 DF1908'THE STATION ON THE LEFT.
 DF1908'
 DF1908'THE STATION IS LOCATED 32 FEET WEST OF THE CENTERLINE OF COUNTY
 DF1908'ROAD 92180, 87.2 FEET NORTH OF THE NORTHEAST CORNER OF A
 DF1908'CONCRETE CEMETERY SLAB ON THE GRAVES OF LUTHER AND DAISY
 DF1908'ARMSTRONG, 90.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 DF1908'CHAINLINK FENCE AROUND A SMALL CEMETERY PLOT, AND 3.0 FEET
 DF1908'EAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1908'STAMPED---131-204 1976---, SET IN THE TOP OF A 10 INCH
 DF1908'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1908'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1908'STAMPED---131-204 1976---, SET IN AN IRREGULAR MASS OF
 DF1908'CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE
 DF1908'GROUND.
 DF1908'
 DF1908'THE AZIMUTH MARK IS LOCATED 33 FEET EAST OF THE CENTERLINE OF
 DF1908'COUNTY ROAD 92180, 56 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF1908'COUNTY ROAD 9, 36.0 FEET SOUTH OF A 36 INCH PINE TREE, 87.9
 DF1908'FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF COUNTY ROAD
 DF1908'92180, 77.7 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF AN
 DF1908'OLD FRAME HOUSE, 11.6 FEET NORTH OF A WITNESS POST SET AT A
 DF1908'POWER POLE. IT IS A STANDARD DISK STAMPED---131-204 1976
 DF1908'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1908'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1908'
 DF1908'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1903 ***********************************************************************
 DF1903  DESIGNATION -  BV 131 205
 DF1903  PID         -  DF1903
 DF1903  STATE/COUNTY-  GA/TALIAFERRO
 DF1903  USGS QUAD   -  SHARON (1981)
 DF1903
 DF1903                         *CURRENT SURVEY CONTROL
 DF1903  ___________________________________________________________________
 DF1903* NAD 83(1994)-  33 33 56.51725(N)    082 46 02.98718(W)     ADJUSTED  
 DF1903* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 DF1903  ___________________________________________________________________
 DF1903  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DF1903  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DF1903
 DF1903  HORZ ORDER  -  SECOND
 DF1903
 DF1903.The horizontal coordinates were established by classical geodetic methods
 DF1903.and adjusted by the National Geodetic Survey in September 1997..
 DF1903
 DF1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1903
 DF1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1903
 DF1903.The geoid height was determined by GEOID03.
 DF1903
 DF1903;                    North         East     Units Scale Factor Converg.
 DF1903;SPC GA E     -   395,498.246   144,216.760   MT  0.99993835   -0 19 55.9
 DF1903;SPC GA E     - 1,297,563.83    473,151.15   sFT  0.99993835   -0 19 55.9
 DF1903;UTM  17      - 3,715,402.645   335,939.366   MT  0.99993184   -0 58 38.8
 DF1903
 DF1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1903!SPC GA E     -   0.99997718  x   0.99993835  =   0.99991553
 DF1903!UTM  17      -   0.99997718  x   0.99993184  =   0.99990902
 DF1903
 DF1903|---------------------------------------------------------------------|
 DF1903| PID    Reference Object                     Distance      Geod. Az  |
 DF1903|                                                           dddmmss.s |
 DF1903| DF1904 BV 131 205 GADT 1976 PTA             28.899 METERS 24430     |
 DF1903| DF2915 BV 131 205 AZ MK                                   2494712.4 |
 DF1903| DF1905 SHARON                              APPROX. 3.6 KM 3315132.0 |
 DF1903|---------------------------------------------------------------------|
 DF1903
 DF1903                          SUPERSEDED SURVEY CONTROL
 DF1903
 DF1903  NAD 83(1986)-  33 33 56.52329(N)    082 46 02.98522(W) AD(       ) 2
 DF1903  NAD 27      -  33 33 56.04174(N)    082 46 03.48148(W) AD(       ) 2
 DF1903  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 DF1903
 DF1903.Superseded values are not recommended for survey control.
 DF1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1903.See file dsdata.txt to determine how the superseded data were derived.
 DF1903
 DF1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3593915403(NAD 83)
 DF1903_MARKER: DD = SURVEY DISK
 DF1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1903_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1903
 DF1903  HISTORY     - Date     Condition        Report By
 DF1903  HISTORY     - 1976     MONUMENTED       GADT
 DF1903
 DF1903                          STATION DESCRIPTION
 DF1903
 DF1903'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1903'THE STATION IS LOCATED APPROXIMATELY 1 MILE WEST-SOUTHWEST OF
 DF1903'RAYTOWN, 1-3/4 MILES EAST-NORTHEAST OF SHARON, AND 5-3/4 MILES
 DF1903'EAST OF CRAWFORDVILLE ON COUNTY RIGHT OF WAY.
 DF1903'
 DF1903'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 47, STATE
 DF1903'ROUTE 269, AND COUNTY ROAD 90908, IN SHARON, GO EAST ALONG
 DF1903'COUNTY ROAD 90908 FOR 0.95 MILE TO A CULVERT FOR REEDY CREEK.
 DF1903'CONTINUE GOING EAST ALONG COUNTY ROAD 90908 FOR 0.55 MILE TO
 DF1903'THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING EAST ALONG
 DF1903'COUNTY ROAD 90908 FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DF1903'
 DF1903'THE STATION IS LOCATED 30 FEET NORTH-NORTHWEST OF THE
 DF1903'CENTERLINE OF COUNTY ROAD 90908, 68.0 FEET NORTH OF A POWER
 DF1903'POLE ON THE SOUTH SIDE OF THE ROAD, 131 FEET WEST OF THE
 DF1903'NORTHERN END OF A 36 INCH CONCRETE CULVERT PIPE UNDER THE ROAD,
 DF1903'AND 1.7 FEET NORTH-NORTHWEST OF A WITNESS POST. IT IS A
 DF1903'STANDARD BRASS DISK STAMPED---131-205 1976---, SET IN THE TOP
 DF1903'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1903'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1903'DISK STAMPED---131-205 1976---, SET IN AN IRREGULAR MASS OF
 DF1903'CONCRETE APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE
 DF1903'GROUND.
 DF1903'
 DF1903'THE AZIMUTH MARK IS LOCATED 34 FEET SOUTH-SOUTHEAST OF THE
 DF1903'CENTERLINE OF COUNTY ROAD 90908, 71 FEET EAST-SOUTHEAST OF THE
 DF1903'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 90908
 DF1903'AND A TRACK ROAD TO THE NORTHEAST, 201.0 FEET EAST-NORTHEAST
 DF1903'OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 8.8 FEET EAST-
 DF1903'NORTHEAST OF A POWER POLE, AND 2.8 FEET SOUTH OF A WITNESS POST.
 DF1903'IT IS A STANDARD DISK STAMPED---131-205 1976 AZMK---,SET IN THE
 DF1903'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1903'SURFACE OF THE GROUND.
 DF1903'
 DF1903'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1920 ***********************************************************************
 DF1920  DESIGNATION -  BV 131 206
 DF1920  PID         -  DF1920
 DF1920  STATE/COUNTY-  GA/TALIAFERRO
 DF1920  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF1920
 DF1920                         *CURRENT SURVEY CONTROL
 DF1920  ___________________________________________________________________
 DF1920* NAD 83(1994)-  33 31 38.77838(N)    082 57 25.74788(W)     ADJUSTED  
 DF1920* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 DF1920  ___________________________________________________________________
 DF1920  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DF1920  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DF1920
 DF1920  HORZ ORDER  -  SECOND
 DF1920
 DF1920.The horizontal coordinates were established by classical geodetic methods
 DF1920.and adjusted by the National Geodetic Survey in September 1997..
 DF1920
 DF1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1920
 DF1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1920
 DF1920.The geoid height was determined by GEOID03.
 DF1920
 DF1920;                    North         East     Units Scale Factor Converg.
 DF1920;SPC GA E     -   391,373.057   126,575.685   MT  0.99996644   -0 26 11.9
 DF1920;SPC GA E     - 1,284,029.77    415,273.73   sFT  0.99996644   -0 26 11.9
 DF1920;UTM  17      - 3,711,476.226   318,252.670   MT  1.00000725   -1 04 52.7
 DF1920
 DF1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1920!SPC GA E     -   0.99997479  x   0.99996644  =   0.99994123
 DF1920!UTM  17      -   0.99997479  x   1.00000725  =   0.99998204
 DF1920
 DF1920:                Primary Azimuth Mark                     Grid Az
 DF1920:SPC GA E     -  BV 131 206 AZ MK                         011 42 35.7
 DF1920:UTM  17      -  BV 131 206 AZ MK                         012 21 16.5
 DF1920
 DF1920|---------------------------------------------------------------------|
 DF1920| PID    Reference Object                     Distance      Geod. Az  |
 DF1920|                                                           dddmmss.s |
 DF1920| DF2916 BV 131 206 AZ MK                                   0111623.8 |
 DF1920| DF1921 BV 131 211                           51.376 METERS 27942     |
 DF1920|---------------------------------------------------------------------|
 DF1920
 DF1920                          SUPERSEDED SURVEY CONTROL
 DF1920
 DF1920  NAD 83(1986)-  33 31 38.78405(N)    082 57 25.74597(W) AD(       ) 2
 DF1920  NAD 27      -  33 31 38.31156(N)    082 57 26.22526(W) AD(       ) 2
 DF1920  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 DF1920
 DF1920.Superseded values are not recommended for survey control.
 DF1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1920.See file dsdata.txt to determine how the superseded data were derived.
 DF1920
 DF1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1825311476(NAD 83)
 DF1920_MARKER: DD = SURVEY DISK
 DF1920_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF1920+WITH SETTING: PAVEMENT
 DF1920
 DF1920  HISTORY     - Date     Condition        Report By
 DF1920  HISTORY     - 1976     MONUMENTED       GADT
 DF1920
 DF1920                          STATION DESCRIPTION
 DF1920
 DF1920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1920'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 DF1920'CRAWFORDVILLE, 6 MILES NORTHEAST OF WHITE PLAINS, AND 7-1/2
 DF1920'MILES EAST OF SILOAM ON STATE RIGHT OF WAY.
 DF1920'
 DF1920'TO REACH THE STATION FROM THE STATE ROUTE 22 BRIDGE OVER
 DF1920'INTERSTATE 20 LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHWEST OF
 DF1920'CRAWFORDVILLE, GO NORTH ALONG STATE ROUTE 22 FOR 0.3 MILE TO
 DF1920'THE JUNCTION OF COUNTY ROAD 92130 TO THE LEFT. TURN LEFT GOING
 DF1920'WEST ALONG COUNTY ROAD 92130 FOR 2.6 MILES TO THE JUNCTION OF
 DF1920'PAVED COUNTY ROAD 38 CROSSING, AND THE AZIMUTH MARK ON THE
 DF1920'THE COUNTY ROAD 38 BRIDGE OVER INTERSTATE 20 AND THE STATION.
 DF1920'
 DF1920'THE STATION IS LOCATED IN THE SOUTH APPROACH SLAB OF THE BRIDGE,
 DF1920'11.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 38, 15.5 FEET
 DF1920'SOUTH-SOUTHEAST OF THE WEST END OF THE LINE OF JUNCTION OF THE
 DF1920'BRIDGE APPROACH SLAB AND THE SOUTH END OF THE BRIDGE ROADWAY
 DF1920'DECK, 27.6 FEET SOUTHWEST OF THE EAST END OF THE LINE OF
 DF1920'JUNCTION OF THE BRIDGE APPROACH SLAB AND THE SOUTH END OF THE
 DF1920'BRIDGE ROADWAY DECK, 27.0 FEET WEST-NORTHWEST OF THE EAST END
 DF1920'OF THE LINE OF JUNCTION OF THE BRIDGE APPROACH SLAB AND THE
 DF1920'END OF ROADWAY PAVEMENT, 6.0 FEET NORTHEAST OF THE WEST END OF
 DF1920'THE LINE OF JUNCTION OF THE BRIDGE APPROACH SLAB AND THE END
 DF1920'OF ROADWAY PAVEMENT, AND 6.2 FEET EAST OF A WITNESS POST.
 DF1920'IT IS A STANDARD BRASS DISK STAMPED---131-206 1976---, SET IN
 DF1920'A 1 INCH DRILLED HOLE ON THE BRIDGE APPROACH SLAB FLUSH WITH
 DF1920'THE SURFACE OF THE APPROACH SLAB.
 DF1920'
 DF1920'THE AZIMUTH MARK IS LOCATED 44 FEET NORTH OF THE CENTERLINE OF
 DF1920'COUNTY ROAD 92130, 131.8 FEET WEST-NORTHWEST OF THE POINT OF
 DF1920'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 38 AND COUNTY
 DF1920'ROAD 92130, 67.4 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE
 DF1920'PEDESTAL, 30.4 FEET WEST OF A RIGHT OF WAY MARKER, AND 3.4 FEET
 DF1920'SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1920'STAMPED---131-206 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1920'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1920'GROUND.
 DF1920'
 DF1920'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1917 ***********************************************************************
 DF1917  DESIGNATION -  BV 131 207
 DF1917  PID         -  DF1917
 DF1917  STATE/COUNTY-  GA/TALIAFERRO
 DF1917  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF1917
 DF1917                         *CURRENT SURVEY CONTROL
 DF1917  ___________________________________________________________________
 DF1917* NAD 83(1994)-  33 31 51.02115(N)    082 55 34.27328(W)     ADJUSTED  
 DF1917* NAVD 88     -       159.2    (meters)     522.     (feet)  VERTCON   
 DF1917  ___________________________________________________________________
 DF1917  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DF1917  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DF1917
 DF1917  HORZ ORDER  -  SECOND
 DF1917
 DF1917.The horizontal coordinates were established by classical geodetic methods
 DF1917.and adjusted by the National Geodetic Survey in September 1997..
 DF1917
 DF1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1917
 DF1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1917
 DF1917.The geoid height was determined by GEOID03.
 DF1917
 DF1917;                    North         East     Units Scale Factor Converg.
 DF1917;SPC GA E     -   391,728.735   129,454.716   MT  0.99996133   -0 25 10.4
 DF1917;SPC GA E     - 1,285,196.69    424,719.35   sFT  0.99996133   -0 25 10.4
 DF1917;UTM  17      - 3,711,799.499   321,135.628   MT  0.99999443   -1 03 51.4
 DF1917
 DF1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1917!SPC GA E     -   0.99997945  x   0.99996133  =   0.99994078
 DF1917!UTM  17      -   0.99997945  x   0.99999443  =   0.99997388
 DF1917
 DF1917:                Primary Azimuth Mark                     Grid Az
 DF1917:SPC GA E     -  BV 131 207 AZ MK                         095 15 32.0
 DF1917:UTM  17      -  BV 131 207 AZ MK                         095 54 13.0
 DF1917
 DF1917|---------------------------------------------------------------------|
 DF1917| PID    Reference Object                     Distance      Geod. Az  |
 DF1917|                                                           dddmmss.s |
 DF1917| DF2917 BV 131 207 AZ MK                                   0945021.6 |
 DF1917|---------------------------------------------------------------------|
 DF1917
 DF1917                          SUPERSEDED SURVEY CONTROL
 DF1917
 DF1917  NAD 83(1986)-  33 31 51.02676(N)    082 55 34.27136(W) AD(       ) 2
 DF1917  NAD 27      -  33 31 50.55299(N)    082 55 34.75449(W) AD(       ) 2
 DF1917  NGVD 29 (07/19/86)  159.3    (m)          523.     (f) VERT ANG       
 DF1917
 DF1917.Superseded values are not recommended for survey control.
 DF1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1917.See file dsdata.txt to determine how the superseded data were derived.
 DF1917
 DF1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2113611799(NAD 83)
 DF1917_MARKER: DD = SURVEY DISK
 DF1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1917
 DF1917  HISTORY     - Date     Condition        Report By
 DF1917  HISTORY     - 1976     MONUMENTED       GADT
 DF1917
 DF1917                          STATION DESCRIPTION
 DF1917
 DF1917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1917'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 DF1917'CRAWFORDVILLE, 8 MILES NORTHEAST OF WHITE PLAINS, AND 9-1/4
 DF1917'MILES EAST OF SILOAM ON STATE RIGHT OF WAY.
 DF1917'
 DF1917'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20, AND
 DF1917'STATE ROUTE 22, LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHWEST OF
 DF1917'CRAWFORDVILLE, GO WEST ALONG INTERSTATE 20 FOR 0.55 MILE TO
 DF1917'THE EAST END OF A BRIDGE OVER OGEECHEE RIVER, AND THE AZIMUTH
 DF1917'MARK ON THE RIGHT. CONTINUE GOING WEST ALONG INTERSTATE 20 FOR
 DF1917'0.4 MILE TO THE STATION ON THE RIGHT.
 DF1917'
 DF1917'THE STATION IS LOCATED 107 FEET (SLOPE) NORTH OF THE CENTERLINE
 DF1917'OF THE INTERSTATE 20 WEST BOUND LANE, 255.4 FEET (SLOPE) EAST-
 DF1917'NORTHEAST OF STATION NUMBER 525+00 CAST IN THE NORTH EDGE OF THE
 DF1917'WEST BOUND LANE CONCRETE PAVEMENT, 294.0 FEET EAST-SOUTHEAST OF
 DF1917'THE SOUTHWESTERN LEG OF AN H-FRAME POWER LINE TOWER, 23.9 FEET
 DF1917'SOUTH OF A RIGHT OF WAY FENCE LINE, AND 2.1 FEET NORTH OF A
 DF1917'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---131-207
 DF1917'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1917'2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF1917'STATION IS A STANDARD DISK STAMPED---131-207 1976---, SET IN
 DF1917'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.82 METER
 DF1917'BELOW THE SURFACE OF THE GROUND.
 DF1917'
 DF1917'THE AZIMUTH MARK IS LOCATED 30 FEET NORTH OF THE CENTERLINE OF
 DF1917'INTERSTATE 20, 35 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 DF1917'HIGHWAY AT THE EAST END OF THE BRIDGE ROADWAY DECK, 13.6 FEET
 DF1917'WEST OF THE NORTHEAST CORNER OF THE BRIDGE APPROACH SLAB, 16.5
 DF1917'FEET EAST OF THE NORTHEASTERN CORNER OF THE NORTHEAST PARAPET
 DF1917'BARRIER END POST, AND 1.8 FEET NORTH OF A WITNESS POST.  IT IS A
 DF1917'STANDARD DISK STAMPED---131-207 1976 AZMK---, SET IN THE TOP OF
 DF1917'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1917'OF THE GROUND.
 DF1917'
 DF1917'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1915 ***********************************************************************
 DF1915  DESIGNATION -  BV 131 208
 DF1915  PID         -  DF1915
 DF1915  STATE/COUNTY-  GA/TALIAFERRO
 DF1915  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF1915
 DF1915                         *CURRENT SURVEY CONTROL
 DF1915  ___________________________________________________________________
 DF1915* NAD 83(1994)-  33 31 47.23812(N)    082 54 37.43904(W)     ADJUSTED  
 DF1915* NAVD 88     -       168.6    (meters)     553.     (feet)  VERTCON   
 DF1915  ___________________________________________________________________
 DF1915  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DF1915  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DF1915
 DF1915  HORZ ORDER  -  SECOND
 DF1915
 DF1915.The horizontal coordinates were established by classical geodetic methods
 DF1915.and adjusted by the National Geodetic Survey in September 1997..
 DF1915
 DF1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1915
 DF1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1915
 DF1915.The geoid height was determined by GEOID03.
 DF1915
 DF1915;                    North         East     Units Scale Factor Converg.
 DF1915;SPC GA E     -   391,601.563   130,920.258   MT  0.99995881   -0 24 39.0
 DF1915;SPC GA E     - 1,284,779.46    429,527.55   sFT  0.99995881   -0 24 39.0
 DF1915;UTM  17      - 3,711,655.841   322,599.692   MT  0.99998800   -1 03 19.9
 DF1915
 DF1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1915!SPC GA E     -   0.99997798  x   0.99995881  =   0.99993679
 DF1915!UTM  17      -   0.99997798  x   0.99998800  =   0.99996598
 DF1915
 DF1915:                Primary Azimuth Mark                     Grid Az
 DF1915:SPC GA E     -  BV 131 208 AZ MK                         357 55 08.6
 DF1915:UTM  17      -  BV 131 208 AZ MK                         358 33 49.5
 DF1915
 DF1915|---------------------------------------------------------------------|
 DF1915| PID    Reference Object                     Distance      Geod. Az  |
 DF1915|                                                           dddmmss.s |
 DF1915| DF2918 BV 131 208 AZ MK                                   3573029.6 |
 DF1915|---------------------------------------------------------------------|
 DF1915
 DF1915                          SUPERSEDED SURVEY CONTROL
 DF1915
 DF1915  NAD 83(1986)-  33 31 47.24371(N)    082 54 37.43712(W) AD(       ) 2
 DF1915  NAD 27      -  33 31 46.76900(N)    082 54 37.92238(W) AD(       ) 2
 DF1915  NGVD 29 (07/19/86)  168.7    (m)          553.     (f) VERT ANG       
 DF1915
 DF1915.Superseded values are not recommended for survey control.
 DF1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1915.See file dsdata.txt to determine how the superseded data were derived.
 DF1915
 DF1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2260011656(NAD 83)
 DF1915_MARKER: DD = SURVEY DISK
 DF1915_SETTING: 0 = UNSPECIFIED SETTING
 DF1915
 DF1915  HISTORY     - Date     Condition        Report By
 DF1915  HISTORY     - 1976     MONUMENTED       GADT
 DF1915
 DF1915                          STATION DESCRIPTION
 DF1915
 DF1915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1915'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHWEST OF CRAWFORDVILLE,
 DF1915'7 MILES WEST-SOUTHWEST OF SHARON, AND 11-1/2 MILES EAST-
 DF1915'NORTHEAST OF WHITE PLAINS ON STATE RIGHT OF WAY.
 DF1915'
 DF1915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF1915'(STATE ROUTE 12) AND STATE ROUTE 22 IN CRAWFORDVILLE, GO WEST
 DF1915'ALONG U.S. HIGHWAY 278 (STATE ROUTE 12) AND STATE ROUTE 22 FOR
 DF1915'0.05 MILE TO THE JUNCTION OF STATE ROUTE 22 TO THE LEFT. TURN
 DF1915'LEFT GOING SOUTH ALONG STATE ROUTE 22 FOR 1.9 MILES TO THE
 DF1915'AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ALONG STATE ROUTE 22
 DF1915'FOR 0.3 MILE TO THE NORTH END OF A BRIDGE OVER INTERSTATE 20
 DF1915'AND THE STATION IN THE ROADWAY DECK OF THE BRIDGE.
 DF1915'
 DF1915'THE STATION IS LOCATED 18 FEET WEST OF THE CENTERLINE OF STATE
 DF1915'ROUTE 22, 3.1 FEET EAST OF THE EAST EDGE OF ROADWAY DECK OF THE
 DF1915'BRIDGE, 29.0 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A
 DF1915'METAL EXPANSION JOINT STRIP OVER THE NORTHERN SUPPORT COLUMNS
 DF1915'OF THE BRIDGE, 25.0 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 DF1915'CORNER OF THE NORTH APPROACH SLAB OF THE BRIDGE, 44.0 FEET
 DF1915'SOUTHWEST OF THE SOUTHEAST CORNER OF THE NORTH APPROACH SLAB,
 DF1915'AND 3.1 FEET EAST OF A WITNESS SIGN WIRED ON THE BRIDGE
 DF1915'HANDRAIL.  IT IS A STANDARD BRASS DISK STAMPED---131-208
 DF1915'1976---, SET IN A 1 INCH DRILL HOLE FLUSH WITH THE CONCRETE
 DF1915'SURFACE OF THE BRIDGE ROADWAY DECK.
 DF1915'
 DF1915'THE AZIMUTH MARK IS LOCATED 38 FEET EAST-NORTHEAST OF THE CENTER
 DF1915'LINE OF STATE ROUTE 22, 15.7 FEET NORTH-NORTHWEST OF THE
 DF1915'NORTHERN MOST POST AND LATCH OF A METAL GATE, 65.0 FEET NORTH-
 DF1915'NORTHWEST OF A RIGHT OF WAY MARKER, 101.9 FEET NORTHEAST OF A
 DF1915'RIGHT OF WAY MARKER ON THE EAST SIDE OF THE HIGHWAY, AND 2.6
 DF1915'FEET WEST-SOUTHWEST OF A WITNESS POST SET AT A FENCE LINE. IT
 DF1915'IS A STANDARD DISK STAMPED---131-208 1976 AZMK---, SET IN THE
 DF1915'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF1915'SURFACE OF THE GROUND.
 DF1915'
 DF1915'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1913 ***********************************************************************
 DF1913  DESIGNATION -  BV 131 209
 DF1913  PID         -  DF1913
 DF1913  STATE/COUNTY-  GA/TALIAFERRO
 DF1913  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF1913
 DF1913                         *CURRENT SURVEY CONTROL
 DF1913  ___________________________________________________________________
 DF1913* NAD 83(1994)-  33 31 29.01606(N)    082 52 37.50841(W)     ADJUSTED  
 DF1913* NAVD 88     -       184.5    (meters)     605.     (feet)  VERTCON   
 DF1913  ___________________________________________________________________
 DF1913  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DF1913  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DF1913
 DF1913  HORZ ORDER  -  SECOND
 DF1913
 DF1913.The horizontal coordinates were established by classical geodetic methods
 DF1913.and adjusted by the National Geodetic Survey in September 1997..
 DF1913
 DF1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1913
 DF1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1913
 DF1913.The geoid height was determined by GEOID03.
 DF1913
 DF1913;                    North         East     Units Scale Factor Converg.
 DF1913;SPC GA E     -   391,018.501   134,010.769   MT  0.99995367   -0 23 32.6
 DF1913;SPC GA E     - 1,282,866.53    439,667.00   sFT  0.99995367   -0 23 32.6
 DF1913;UTM  17      - 3,711,038.029   325,683.524   MT  0.99997463   -1 02 13.1
 DF1913
 DF1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1913!SPC GA E     -   0.99997549  x   0.99995367  =   0.99992916
 DF1913!UTM  17      -   0.99997549  x   0.99997463  =   0.99995012
 DF1913
 DF1913:                Primary Azimuth Mark                     Grid Az
 DF1913:SPC GA E     -  BV 131 209 AZ MK                         114 30 53.5
 DF1913:UTM  17      -  BV 131 209 AZ MK                         115 09 34.0
 DF1913
 DF1913|---------------------------------------------------------------------|
 DF1913| PID    Reference Object                     Distance      Geod. Az  |
 DF1913|                                                           dddmmss.s |
 DF1913| DF2919 BV 131 209 AZ MK                                   1140720.9 |
 DF1913|---------------------------------------------------------------------|
 DF1913
 DF1913                          SUPERSEDED SURVEY CONTROL
 DF1913
 DF1913  NAD 83(1986)-  33 31 29.02159(N)    082 52 37.50650(W) AD(       ) 2
 DF1913  NAD 27      -  33 31 28.54439(N)    082 52 37.99617(W) AD(       ) 2
 DF1913  NGVD 29 (07/19/86)  184.6    (m)          606.     (f) VERT ANG       
 DF1913
 DF1913.Superseded values are not recommended for survey control.
 DF1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1913.See file dsdata.txt to determine how the superseded data were derived.
 DF1913
 DF1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2568411038(NAD 83)
 DF1913_MARKER: DD = SURVEY DISK
 DF1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1913
 DF1913  HISTORY     - Date     Condition        Report By
 DF1913  HISTORY     - 1976     MONUMENTED       GADT
 DF1913
 DF1913                          STATION DESCRIPTION
 DF1913
 DF1913'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1913'THE STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF
 DF1913'CRAWFORDVILLE, 5-1/4 MILES WEST-SOUTHWEST OF SHARON,
 DF1913'AND 10-1/2 MILES WEST-NORTHWEST
 DF1913'OF NORWOOD ON STATE RIGHT OF WAY.
 DF1913'
 DF1913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DF1913'(STATE ROUTE 12) AND STATE ROUTE 22 IN CRAWFORDVILLE, GO WEST
 DF1913'ALONG U.S. HIGHWAY 278 FOR 0.05 MILE TO THE JUNCTION OF STATE
 DF1913'ROUTE 22 TO THE LEFT. TURN LEFT GOING SOUTHWEST TO SOUTH FOR
 DF1913'2.3 MILES TO THE JUNCTION OF THE ENTRANCE RAMP TO INTERSTATE 20
 DF1913'EAST BOUND LANE. TURN LEFT GOING EAST ALONG INTERSTATE 20 FOR
 DF1913'2.0 MILES TO THE STATION ON THE LEFT.
 DF1913'
 DF1913'THE STATION IS LOCATED 128 FEET (SLOPE) NORTH-NORTHEAST OF THE
 DF1913'CENTER LINE OF THE INTERSTATE 20 WEST BOUND LANE, 163.0 FEET
 DF1913'WEST BOUND LANE CONCRETE PAVEMENT, 151 FEET EAST-SOUTHEAST OF
 DF1913'A RIGHT OF WAY MARKER, 26.3 FEET WEST OF A 10 INCH (S SHAPED)
 DF1913'PINE TREE, 18.6 FEET SOUTH-SOUTHWEST OF THE INTERSTATE 20 RIGHT
 DF1913'OF WAY FENCE LINE, AND 4.3 FEET NORTH-NORTHEAST OF A WITNESS
 DF1913'POST.  IT IS A STANDARD BRASS DISK STAMPED---131-209 1976---,
 DF1913'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1913'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS
 DF1913'A STANDARD DISK STAMPED---131-209 1976---, SET IN AN
 DF1913'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.83 METER BELOW
 DF1913'THE SURFACE OF THE GROUND.
 DF1913'
 DF1913'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 DF1913'ALONG INTERSTATE 20 FOR 0.3 MILE TO HIGHWAY MILE POST 150 AND
 DF1913'THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 98 FEET NORTH-
 DF1913'NORTHEAST OF THE CENTER LINE OF THE INTERSTATE 20 WEST BOUND
 DF1913'LANE, 108.6 FEET EAST OF THE CENTER OF THE NORTH END OF A 24
 DF1913'INCH CONCRETE CULVERT UNDER THE HIGHWAY, 228.6 FEET EAST OF
 DF1913'STATION NUMBER 695+00 CAST IN THE NORTH EDGE OF THE WEST BOUND
 DF1913'LANE CONCRETE PAVEMENT, 76.4 FEET NORTHEAST OF MILE POST 158,
 DF1913'AND 3.2 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1913'STAMPED---131-209 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1913'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1913'GROUND.
 DF1913'
 DF1913'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1906 ***********************************************************************
 DF1906  DESIGNATION -  BV 131 210
 DF1906  PID         -  DF1906
 DF1906  STATE/COUNTY-  GA/TALIAFERRO
 DF1906  USGS QUAD   -  SHARON (1981)
 DF1906
 DF1906                         *CURRENT SURVEY CONTROL
 DF1906  ___________________________________________________________________
 DF1906* NAD 83(1994)-  33 30 42.30345(N)    082 50 47.73538(W)     ADJUSTED  
 DF1906* NAVD 88     -       201.8    (meters)     662.     (feet)  VERTCON   
 DF1906  ___________________________________________________________________
 DF1906  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DF1906  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DF1906
 DF1906  HORZ ORDER  -  SECOND
 DF1906
 DF1906.The horizontal coordinates were established by classical geodetic methods
 DF1906.and adjusted by the National Geodetic Survey in September 1997..
 DF1906
 DF1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1906
 DF1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1906
 DF1906.The geoid height was determined by GEOID03.
 DF1906
 DF1906;                    North         East     Units Scale Factor Converg.
 DF1906;SPC GA E     -   389,560.438   136,833.772   MT  0.99994917   -0 22 31.5
 DF1906;SPC GA E     - 1,278,082.87    448,928.80   sFT  0.99994917   -0 22 31.5
 DF1906;UTM  17      - 3,709,548.279   328,489.997   MT  0.99996266   -1 01 11.2
 DF1906
 DF1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1906!SPC GA E     -   0.99997277  x   0.99994917  =   0.99992194
 DF1906!UTM  17      -   0.99997277  x   0.99996266  =   0.99993543
 DF1906
 DF1906:                Primary Azimuth Mark                     Grid Az
 DF1906:SPC GA E     -  BV 131 210 AZ MK                         043 15 58.3
 DF1906:UTM  17      -  BV 131 210 AZ MK                         043 54 38.0
 DF1906
 DF1906|---------------------------------------------------------------------|
 DF1906| PID    Reference Object                     Distance      Geod. Az  |
 DF1906|                                                           dddmmss.s |
 DF1906| DF2920 BV 131 210 AZ MK                                   0425326.8 |
 DF1906|---------------------------------------------------------------------|
 DF1906
 DF1906                          SUPERSEDED SURVEY CONTROL
 DF1906
 DF1906  NAD 83(1986)-  33 30 42.30892(N)    082 50 47.73349(W) AD(       ) 2
 DF1906  NAD 27      -  33 30 41.82852(N)    082 50 48.22813(W) AD(       ) 2
 DF1906  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 DF1906
 DF1906.Superseded values are not recommended for survey control.
 DF1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1906.See file dsdata.txt to determine how the superseded data were derived.
 DF1906
 DF1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2849009548(NAD 83)
 DF1906_MARKER: DD = SURVEY DISK
 DF1906_SETTING: 0 = UNSPECIFIED SETTING
 DF1906
 DF1906  HISTORY     - Date     Condition        Report By
 DF1906  HISTORY     - 1976     MONUMENTED       GADT
 DF1906
 DF1906                          STATION DESCRIPTION
 DF1906
 DF1906'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1906'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF CRAWFORDVILLE,
 DF1906'4-1/2 MILES SOUTHWEST OF SHARON, AND 8-3/4 MILES
 DF1906'WEST-NORTHWEST OF NORWOOD ON STATE RIGHT OF WAY.
 DF1906'
 DF1906'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND U.S.
 DF1906'HIGHWAY 278 (STATE ROUTE 12) LOCATED APPROXIMATELY 6-1/2 MILES
 DF1906'EAST-SOUTHEAST OF CRAWFORDVILLE, GO NORTHWEST ALONG U.S.
 DF1906'HIGHWAY 278 (STATE ROUTE 12) FOR 1.7 MILES TO THE JUNCTION OF
 DF1906'STATE ROUTE 269 TO THE RIGHT. CONTINUE GOING WEST ALONG U.S.
 DF1906'HIGHWAY 278 FOR 1.5 MILES TO THE JUNCTION OF COUNTY ROAD 92179
 DF1906'TO THE LEFT. TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 92179
 DF1906'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING
 DF1906'SOUTHWEST ALONG COUNTY ROAD 92179 FOR 0.2 MILE TO THE NORTH
 DF1906'END OF A BRIDGE OVER INTERSTATE 20 AND THE STATION ON THE
 DF1906'LEFT.
 DF1906'
 DF1906'THE STATION IS LOCATED IN THE CONCRETE ROADWAY DECK OF THE
 DF1906'BRIDGE 10 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE ROADWAY
 DF1906'7.2 FEET SOUTHWEST OF THE CENTER OF THE EAST END OF A METAL
 DF1906'EXPANSION JOINT COVER AT THE NORTHERN MOST SUPPORT COLUMNS OF
 DF1906'THE BRIDGE, 27.1 FEET EAST-SOUTHEAST OF THE CENTER OF THE WEST
 DF1906'END OF THE METAL EXPANSION JOINT COVER, 53.0 FEET SOUTH OF THE
 DF1906'SOUTHWEST CORNER OF THE NORTH APPROACH SLAB OF THE BRIDGE, 61.4
 DF1906'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE
 DF1906'APPROACH SLAB, 3.5 FEET WEST-NORTHWEST OF THE EASTERN EDGE OF
 DF1906'THE BRIDGE ROADWAY DECK, AND 77.7 FEET SOUTHWEST OF A
 DF1906'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---131-210
 DF1906'1976---, SET IN A 1 INCH DRILL HOLE FLUSH WITH THE CONCRETE
 DF1906'SURFACE OF THE BRIDGE ROADWAY DECK.
 DF1906'
 DF1906'THE AZIMUTH MARK IS LOCATED 50.5 FEET EAST-SOUTHEAST OF THE
 DF1906'CENTERLINE OF COUNTY ROAD 92179, 14.4 FEET SOUTH-SOUTHWEST OF
 DF1906'AN IRON PIN (PROPERTY CORNER), 48.6 FEET NORTH-NORTHEAST OF
 DF1906'A POWER POLE, 127.3 FEET EAST OF A POWER POLE LOCATED ON THE
 DF1906'EASTERN SIDE OF THE ROAD IN THE YARD OF A FRAME HOUSE, AND 3.0
 DF1906'FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1906'STAMPED---131-210 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1906'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1906'GROUND.
 DF1906'
 DF1906'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1921 ***********************************************************************
 DF1921  DESIGNATION -  BV 131 211
 DF1921  PID         -  DF1921
 DF1921  STATE/COUNTY-  GA/TALIAFERRO
 DF1921  USGS QUAD   -  CRAWFORDVILLE (1987)
 DF1921
 DF1921                         *CURRENT SURVEY CONTROL
 DF1921  ___________________________________________________________________
 DF1921* NAD 83(1994)-  33 31 39.05936(N)    082 57 27.71043(W)     ADJUSTED  
 DF1921* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 DF1921  ___________________________________________________________________
 DF1921  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DF1921  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DF1921
 DF1921  HORZ ORDER  -  SECOND
 DF1921
 DF1921.The horizontal coordinates were established by classical geodetic methods
 DF1921.and adjusted by the National Geodetic Survey in September 1997..
 DF1921
 DF1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1921
 DF1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1921
 DF1921.The geoid height was determined by GEOID03.
 DF1921
 DF1921;                    North         East     Units Scale Factor Converg.
 DF1921;SPC GA E     -   391,382.100   126,525.113   MT  0.99996653   -0 26 13.0
 DF1921;SPC GA E     - 1,284,059.44    415,107.81   sFT  0.99996653   -0 26 13.0
 DF1921;UTM  17      - 3,711,485.838   318,202.201   MT  1.00000748   -1 04 53.8
 DF1921
 DF1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1921!SPC GA E     -   0.99997526  x   0.99996653  =   0.99994179
 DF1921!UTM  17      -   0.99997526  x   1.00000748  =   0.99998274
 DF1921
 DF1921|---------------------------------------------------------------------|
 DF1921| PID    Reference Object                     Distance      Geod. Az  |
 DF1921|                                                           dddmmss.s |
 DF1921| DF1920 BV 131 206                           51.376 METERS 09942     |
 DF1921| DF2921 BV 131 211 AZ MK                                   2833413.4 |
 DF1921|---------------------------------------------------------------------|
 DF1921
 DF1921                          SUPERSEDED SURVEY CONTROL
 DF1921
 DF1921  NAD 83(1986)-  33 31 39.06504(N)    082 57 27.70858(W) AD(       ) 2
 DF1921  NAD 27      -  33 31 38.59258(N)    082 57 28.18769(W) AD(       ) 2
 DF1921  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 DF1921
 DF1921.Superseded values are not recommended for survey control.
 DF1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1921.See file dsdata.txt to determine how the superseded data were derived.
 DF1921
 DF1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1820211486(NAD 83)
 DF1921_MARKER: DD = SURVEY DISK
 DF1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1921
 DF1921  HISTORY     - Date     Condition        Report By
 DF1921  HISTORY     - 1976     MONUMENTED       GADT
 DF1921
 DF1921                          STATION DESCRIPTION
 DF1921
 DF1921'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1921'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST SOUTHWEST
 DF1921'OF CRAWFORDVILLE, 7-1/4 MILES EAST OF SILOAM, AND 9-1/4
 DF1921'MILES SOUTHEAST OF UNION POINT ON STATE RIGHT OF WAY.
 DF1921'
 DF1921'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 DF1921'STATE ROUTE 77 IN SILOAM, GO EAST ALONG INTERSTATE 20 FOR
 DF1921'4.3 MILES TO A BRIDGE OVER INTERSTATE 20. CONTINUE GOING
 DF1921'EAST ALONG INTERSTATE 20 FOR 2.15 MILES TO INTERSTATE 20
 DF1921'MILE POST 144. CONTINUE EAST ALONG INTERSTATE 20 FOR 0.35
 DF1921'MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE EAST ALONG
 DF1921'INTERSTATE 20 FOR 0.65 MILE TO A BRIDGE AND THE STATION ON
 DF1921'THE RIGHT.
 DF1921'
 DF1921'THE STATION IS LOCATED 111 FEET (SLOPE) SOUTH OF THE CENTER
 DF1921'LINE OF THE INTERSTATE 20 EAST BOUND LANE, 179 FEET WEST OF
 DF1921'THE CENTERLINE OF COUNTY ROAD 38, 129.5 FEET (SLOPE)
 DF1921'SOUTHEAST OF INTERSTATE 20 STATION 430+00 CAST IN THE SOUTH
 DF1921'EDGE OF THE EAST BOUND LANE CONCRETE PAVEMENT, 161.8 FEET
 DF1921'WEST-SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE
 DF1921'SOUTHWEST PARAPET BARRIER END POST OF THE BRIDGE, 24.0 FEET
 DF1921'NORTH OF A RIGHT OF WAY FENCELINE, 35.4 FEET NORTHEAST OF A
 DF1921'TELEPHONE POLE, AND 3.0 FEET SOUTH OF A WITNESS POST.  IT IS
 DF1921'A STANDARD BRASS DISK STAMPED---131-211 1976---, SET IN THE
 DF1921'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW
 DF1921'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1921'STANDARD DISK STAMPED---131-211 1976---, SET IN AN IRREGULAR
 DF1921'MASS OF CONCRETE APPROXIMATELY 0.81 METER BELOW THE
 DF1921'SURFACE OF THE GROUND.
 DF1921'
 DF1921'THE AZIMUTH MARK IS LOCATED 64.5 FEET NORTH OF THE CENTERLINE
 DF1921'OF THE INTERSTATE 20 WEST BOUND LANE, 59.0 FEET NORTH-NORTHEAST
 DF1921'OF THE NUMBERS 6-22-72 CAST IN THE NORTH EDGE OF THE CONCRETE
 DF1921'PAVEMENT OF THE INTERSTATE 20 WEST BOUND LANE, 267.9 FEET EAST-
 DF1921'NORTHEAST OF INTERSTATE 20 STATION NUMBER 395+00 CAST IN THE
 DF1921'NORTH EDGE OF THE CONCRETE PAVEMENT, 19.0 FEET SOUTHWEST OF A
 DF1921'12 INCH WHITE OAK TREE, 41.0 FEET SOUTH OF A RIGHT OF WAY FENCE
 DF1921'LINE, AND 3.4 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD
 DF1921'DISK STAMPED---131-211 1976 AZMK---, SET IN THE TOP OF A 10
 DF1921'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1921'THE GROUND.
 DF1921'
 DF1921'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1802 ***********************************************************************
 DF1802  DESIGNATION -  BV 131 212
 DF1802  PID         -  DF1802
 DF1802  STATE/COUNTY-  GA/TALIAFERRO
 DF1802  USGS QUAD   -  SPARTA NW (1981)
 DF1802
 DF1802                         *CURRENT SURVEY CONTROL
 DF1802  ___________________________________________________________________
 DF1802* NAD 83(1994)-  33 27 23.13928(N)    082 54 24.90503(W)     ADJUSTED  
 DF1802* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 DF1802  ___________________________________________________________________
 DF1802  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DF1802  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DF1802
 DF1802  HORZ ORDER  -  SECOND
 DF1802
 DF1802.The horizontal coordinates were established by classical geodetic methods
 DF1802.and adjusted by the National Geodetic Survey in September 1997..
 DF1802
 DF1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1802
 DF1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1802
 DF1802.The geoid height was determined by GEOID03.
 DF1802
 DF1802;                    North         East     Units Scale Factor Converg.
 DF1802;SPC GA E     -   383,463.111   131,185.640   MT  0.99995836   -0 24 29.2
 DF1802;SPC GA E     - 1,258,078.56    430,398.22   sFT  0.99995836   -0 24 29.2
 DF1802;UTM  17      - 3,703,514.684   322,773.579   MT  0.99998725   -1 03 05.6
 DF1802
 DF1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1802!SPC GA E     -   0.99997525  x   0.99995836  =   0.99993361
 DF1802!UTM  17      -   0.99997525  x   0.99998725  =   0.99996250
 DF1802
 DF1802:                Primary Azimuth Mark                     Grid Az
 DF1802:SPC GA E     -  POWELTON CABLEVISION MICROWAVE           126 23 41.3
 DF1802:UTM  17      -  POWELTON CABLEVISION MICROWAVE           127 02 17.7
 DF1802
 DF1802|---------------------------------------------------------------------|
 DF1802| PID    Reference Object                     Distance      Geod. Az  |
 DF1802|                                                           dddmmss.s |
 DF1802| DF1775 POWELTON CABLEVISION MICROWAVE      APPROX. 4.6 KM 1255912.1 |
 DF1802| DF1801 BV 131 212 GADT 1976 RM1             29.463 METERS 13354     |
 DF1802| DF2922 BV 131 212 AZ MK                                   1373513.1 |
 DF1802| DF2923 BV 131 212 RM 2                      19.898 METERS 27722     |
 DF1802|---------------------------------------------------------------------|
 DF1802
 DF1802                          SUPERSEDED SURVEY CONTROL
 DF1802
 DF1802  NAD 83(1986)-  33 27 23.14480(N)    082 54 24.90333(W) AD(       ) 2
 DF1802  NAD 27      -  33 27 22.66516(N)    082 54 25.39889(W) AD(       ) 2
 DF1802  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 DF1802
 DF1802.Superseded values are not recommended for survey control.
 DF1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1802.See file dsdata.txt to determine how the superseded data were derived.
 DF1802
 DF1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2277403515(NAD 83)
 DF1802_MARKER: DD = SURVEY DISK
 DF1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1802
 DF1802  HISTORY     - Date     Condition        Report By
 DF1802  HISTORY     - 1976     MONUMENTED       GADT
 DF1802
 DF1802                          STATION DESCRIPTION
 DF1802
 DF1802'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1802'THE STATION IS ABOUT 3 MILES NORTHWEST OF POWELTON, 7-3/4 MILES
 DF1802'EAST-SOUTHEAST OF WHITE PLAINS, AND 9 MILES NORTHWEST OF
 DF1802'MAYFIELD ON THE PROPERTY OF CONTINENTAL CAN COMPANY.
 DF1802'
 DF1802'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 22 AND
 DF1802'INTERSTATE 20, GO SOUTH ON STATE ROUTE 22 FOR 2.05 MILES TO THE
 DF1802'JUNCTION OF PAVED COUNTY ROAD 32 TO THE RIGHT. CONTINUE SOUTH
 DF1802'ON STATE ROUTE 22 FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY
 DF1802'ROAD 33 TO THE RIGHT. TURN RIGHT ON DIRT COUNTY ROAD 33 GOING
 DF1802'WEST FOR 0.75 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 29 TO
 DF1802'THE LEFT. CONTINUE GOING WEST ALONG DIRT COUNTY ROAD 33 FOR 0.8
 DF1802'MILE TO THE JUNCTION OF DIRT COUNTY ROAD 28 TO THE LEFT. TURN
 DF1802'LEFT GOING SOUTH ON DIRT COUNTY ROAD 28 FOR 0.9 MILE TO THE
 DF1802'STATION ON THE LEFT.
 DF1802'
 DF1802'THE STATION IS LOCATED 22 FEET NORTHEAST OF THE CENTER LINE OF
 DF1802'COUNTY ROAD 28, 187.0 FEET SOUTHWEST OF A POWER POLE, 173.0
 DF1802'FEET NORTHEAST OF A 24 INCH OAK TREE ON THE SOUTHWEST SIDE OF
 DF1802'THE ROAD, AND 2.9 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 DF1802'STANDARD BRASS DISK STAMPED---131-212 1976---, SET IN THE TOP
 DF1802'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1802'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF1802'DISK STAMPED---131-212 1976---, SET IN AN IRREGULAR MASS OF
 DF1802'CONCRETE 0.92 METER BELOW THE SURFACE OF THE GROUND.
 DF1802'
 DF1802'RM 1 IS LOCATED 22 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 DF1802'COUNTY ROAD 28, 197.7 FEET SOUTH OF THE POWER POLE, 209.0 FEET
 DF1802'EAST-NORTHEAST OF THE 24 INCH WATER OAK TREE, AND 3.2 FEET
 DF1802'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1802'STAMPED---131-212 1976 RM 1---, SET IN THE TOP OF A 10 INCH
 DF1802'CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE
 DF1802'GROUND.
 DF1802'
 DF1802'RM 2 IS LOCATED 19 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY
 DF1802'ROAD 28, 135.0 FEET NORTH OF THE 24 INCH WATER OAK TREE, 238.0
 DF1802'FEET WEST-SOUTHWEST OF THE POWER POLE ON THE NORTHEAST SIDE OF
 DF1802'THE ROAD, AND 2.1 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS
 DF1802'A STANDARD DISK STAMPED---131-212 1976 RM 2---, SET IN THE TOP
 DF1802'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 DF1802'SURFACE OF THE GROUND.
 DF1802'
 DF1802'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY
 DF1802'ALONG COUNTY ROAD 28 FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 DF1802'ROAD 29 CROSSING AND THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED
 DF1802'28 FEET NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 29, 31
 DF1802'FEET EAST-NORTHEAST OF THE CENTER LINE OF COUNTY ROAD 28, 102.2
 DF1802'FEET SOUTH OF A POWER POLE, 50.7 FEET NORTHWEST OF AN
 DF1802'UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE SOUTH SIDE OF
 DF1802'COUNTY ROAD 29, AND 3.0 FEET SOUTHWEST OF A WITNESS POST. IT
 DF1802'IS A STANDARD DISK STAMPED---131-212 1976 AZMK---, SET IN THE
 DF1802'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1802'THE SURFACE OF THE GROUND.
 DF1802'
 DF1802'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4261 ***********************************************************************
 CK4261  DESIGNATION -  BV 132 200
 CK4261  PID         -  CK4261
 CK4261  STATE/COUNTY-  GA/TATTNALL
 CK4261  USGS QUAD   -  DEANS CROSSING (1975)
 CK4261
 CK4261                         *CURRENT SURVEY CONTROL
 CK4261  ___________________________________________________________________
 CK4261* NAD 83(1994)-  32 00 36.83383(N)    081 53 22.15611(W)     ADJUSTED  
 CK4261* NAVD 88     -        53.4    (meters)     175.     (feet)  VERTCON   
 CK4261  ___________________________________________________________________
 CK4261  X           -     763,748.862 (meters)                     COMP
 CK4261  Y           -  -5,359,330.138 (meters)                     COMP
 CK4261  Z           -   3,361,406.013 (meters)                     COMP
 CK4261  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 CK4261  ELLIP HEIGHT-          23.54  (meters)          (09/03/97) GPS OBS
 CK4261  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK4261
 CK4261  HORZ ORDER  -  FIRST
 CK4261  ELLP ORDER  -  FOURTH    CLASS II
 CK4261
 CK4261.The horizontal coordinates were established by GPS observations
 CK4261.and adjusted by the National Geodetic Survey in September 1997..
 CK4261
 CK4261.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4261
 CK4261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4261
 CK4261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4261
 CK4261.The ellipsoidal height was determined by GPS observations
 CK4261.and is referenced to NAD 83.
 CK4261
 CK4261.The geoid height was determined by GEOID03.
 CK4261
 CK4261;                    North         East     Units Scale Factor Converg.
 CK4261;SPC GA E     -   222,884.876   226,186.018   MT  0.99990845   +0 08 48.9
 CK4261;SPC GA E     -   731,248.13    742,078.63   sFT  0.99990845   +0 08 48.9
 CK4261;UTM  17      - 3,541,915.467   415,990.964   MT  0.99968704   -0 28 17.5
 CK4261
 CK4261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4261!SPC GA E     -   0.99999630  x   0.99990845  =   0.99990475
 CK4261!UTM  17      -   0.99999630  x   0.99968704  =   0.99968334
 CK4261
 CK4261                          SUPERSEDED SURVEY CONTROL
 CK4261
 CK4261  NAD 83(1986)-  32 00 36.83833(N)    081 53 22.16143(W) AD(       ) 1
 CK4261  NGVD 29 (09/27/88)   53.6    (m)          176.     (f) GPS OBS        
 CK4261
 CK4261.Superseded values are not recommended for survey control.
 CK4261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4261.See file dsdata.txt to determine how the superseded data were derived.
 CK4261
 CK4261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1599141915(NAD 83)
 CK4261_MARKER: DD = SURVEY DISK
 CK4261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4261+STABILITY: SURFACE MOTION
 CK4261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4261+SATELLITE: SATELLITE OBSERVATIONS - 1985
 CK4261
 CK4261  HISTORY     - Date     Condition        Report By
 CK4261  HISTORY     - 1982     MONUMENTED       GADT
 CK4261  HISTORY     - 1985     GOOD             GADT
 CK4261
 CK4261                          STATION DESCRIPTION
 CK4261
 CK4261'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4261'THE STATION IS LOCATED APPROXIMATELY 9 KM (5.6 MI) NORTHEAST
 CK4261'FROM GLENNVILLE, 16.75 KM (10.4 MI) SOUTH FROM CLAXTON, AND
 CK4261'17.7 KM (11 MI) SOUTHEAST FROM BELLVILLE.
 CK4261'OWNERSHIP--TATTNALL COUNTY RIGHT OF WAY.
 CK4261'
 CK4261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK4261'(U.S. HIGHWAY 25) AND STATE ROUTE 250 ABOUT 7.5 KM (4.65 MI)
 CK4261'NORTH FROM GLENNVILLE, GO EAST TO NORTHEAST ALONG STATE
 CK4261'ROUTE 250 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY
 CK4261'ROAD 378 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY
 CK4261'ROAD 378 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF PAVED COUNTY
 CK4261'ROAD 349 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 349
 CK4261'FOR 1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 CK4261'
 CK4261'THE STATION IS A STANDARD GADT DISK
 CK4261'STAMPED---132-200 1982---,
 CK4261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4261'RECESSED 5.1 CM BELOW THE SURFACE OF THE GROUND.
 CK4261'IT IS LOCATED
 CK4261'5.55 METERS (18.2 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4261'THE ROAD,
 CK4261'68.58 METERS (225 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF A
 CK4261'DIRT COUNTY ROAD CROSSING,
 CK4261'99.67 METERS (327 FT) SOUTHEAST FROM A POWER POLE ON THE WEST SIDE
 CK4261'OF THE ROAD, AND
 CK4261'60.35 METERS (198 FT) NORTH-NORTHEAST FROM ANOTHER POWER POLE
 CK4261'ON THE WEST SIDE OF THE ROAD.
 CK4261'
 CK4261'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK4261'STAMPED---132-200 1982---,
 CK4261'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE
 CK4261'SURFACE OF THE GROUND.
 CK4261'
 CK4261'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK4261'STAMPED---132-200 1982 RM 1---,
 CK4261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4261'RECESSED 10.2 CM BELOW THE SURFACE OF THE GROUND.
 CK4261'IT IS LOCATED
 CK4261'5.64 METERS (18.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK4261'ROAD,
 CK4261'80.16 METERS (263 FT) SOUTHEAST FROM A POWER POLE ON THE WEST
 CK4261'SIDE OF THE ROAD, AND
 CK4261'79.43 METERS (260.5 FT) NORTH FROM ANOTHER POWER POLE ON THE
 CK4261'WEST SIDE OF THE ROAD.
 CK4261'
 CK4261'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 CK4261'STAMPED---132-200 1982 AZ MK---,
 CK4261'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM
 CK4261'IN DIAMETER RECESSED 2.5 CM BELOW THE SURFACE OF THE GROUND.
 CK4261'IT IS LOCATED
 CK4261'8.69 METERS (28.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK4261'THE ROAD,
 CK4261'5 METERS (16.4 FT) SOUTHEAST FROM THE EAST END OF THE SOUTHERN
 CK4261'MOST OF TWO 24 INCH CONCRETE CROSS-DRAIN PIPE UNDER THE ROAD,
 CK4261'14.36 METERS (47.1 FT) NORTHWEST FROM A POWER POLE, AND
 CK4261'0.76 METER (2.5 FT) SOUTH FROM A WITNESS POST.
 CK4261'
 CK4261'NOTE--NO UNDERGROUND MARK WAS SET DUE TO WATER SEEPING IN THE
 CK4261'HOLE.
 CK4261'
 CK4261'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED GOING NORTH
 CK4261'ALONG PAVED COUNTY ROAD 349 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH
 CK4261'MARK ON THE RIGHT NEAR A DRAINAGE DITCH.
 CK4261'
 CK4261'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.50 METERS.
 CK4261'
 CK4261'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK4261'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK4261'
 CK4261'DESCRIBED BY G.D. JOHNSON.
 CK4261
 CK4261                          STATION RECOVERY (1985)
 CK4261
 CK4261'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 CK4261'THE STATION WAS RECOVERED AT THIS DATE.
 CK4261'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK 1 WERE FOUND IN GOOD
 CK4261'CONDITION AS DESCRIBED IN 1982.  THE STATION WAS OCCUPIED BY GLOBAL
 CK4261'POSITIONING SYSTEM.
 CK4261'DESCRIBED BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6008 ***********************************************************************
 CK6008  DESIGNATION -  BV 132 200 AZ MK
 CK6008  PID         -  CK6008
 CK6008  STATE/COUNTY-  GA/TATTNALL
 CK6008  USGS QUAD   -  DEANS CROSSING (1975)
 CK6008
 CK6008                         *CURRENT SURVEY CONTROL
 CK6008  ___________________________________________________________________
 CK6008* NAD 83(1994)-  32 00 58.95647(N)    081 53 23.22186(W)     ADJUSTED  
 CK6008* NAVD 88     -        53.7    (meters)     176.     (feet)  VERTCON   
 CK6008  ___________________________________________________________________
 CK6008  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 CK6008  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK6008
 CK6008  HORZ ORDER  -  SECOND
 CK6008
 CK6008.The horizontal coordinates were established by classical geodetic methods
 CK6008.and adjusted by the National Geodetic Survey in September 1997..
 CK6008.No horizontal observational check was made to the station.
 CK6008
 CK6008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6008
 CK6008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6008
 CK6008.The geoid height was determined by GEOID03.
 CK6008
 CK6008;                    North         East     Units Scale Factor Converg.
 CK6008;SPC GA E     -   223,566.161   226,156.305   MT  0.99990843   +0 08 48.5
 CK6008;SPC GA E     -   733,483.31    741,981.14   sFT  0.99990843   +0 08 48.5
 CK6008;UTM  17      - 3,542,596.882   415,968.611   MT  0.99968708   -0 28 18.3
 CK6008
 CK6008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6008!SPC GA E     -   0.99999624  x   0.99990843  =   0.99990467
 CK6008!UTM  17      -   0.99999624  x   0.99968708  =   0.99968332
 CK6008
 CK6008                          SUPERSEDED SURVEY CONTROL
 CK6008
 CK6008  NAD 83(1986)-  32 00 58.96097(N)    081 53 23.22718(W) AD(       ) 2
 CK6008  NGVD 29 (10/08/91)   53.9    (m)          177.     (f) VERT ANG       
 CK6008
 CK6008.Superseded values are not recommended for survey control.
 CK6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6008.See file dsdata.txt to determine how the superseded data were derived.
 CK6008
 CK6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1596942597(NAD 83)
 CK6008_MARKER: DD = SURVEY DISK
 CK6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6008+STABILITY: SURFACE MOTION
 CK6008
 CK6008  HISTORY     - Date     Condition        Report By
 CK6008  HISTORY     - 1982     MONUMENTED       GADT
 CK6008
 CK6008                          STATION DESCRIPTION
 CK6008
 CK6008'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6008'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) NORTHEAST FROM
 CK6008'GLENNVILLE, 16.25 KM (10.1 MI) SOUTH FROM CLAXTON, AND 17.15 KM
 CK6008'(10.65 MI) SOUTHEAST FROM BELLVILLE.
 CK6008'OWNERSHIP--TATTNALL COUNTY RIGHT OF WAY.
 CK6008'
 CK6008'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6008'(U.S. HIGHWAY 25) AND STATE ROUTE 250 ABOUT 7.5 KM (4.65 MI)
 CK6008'NORTH FROM GLENNVILLE, GO EAST TO NORTHEAST ALONG STATE ROUTE
 CK6008'250 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 CK6008'378 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 378
 CK6008'FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF COUNTY PAVED ROAD 349
 CK6008'CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD 349 FOR
 CK6008'0.75 KM (0.45 MI) TO THE STATION ON THE RIGHT NEAR A DRAINAGE
 CK6008'DITCH.
 CK6008'
 CK6008'THE STATION IS A STANDARD GADT DISK
 CK6008'STAMPED---132-200 1982 AZ MK---,
 CK6008'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6008'RECESSED 2.5 CM BELOW THE SURFACE OF THE GROUND.
 CK6008'IT IS LOCATED
 CK6008'8.69 METERS (28.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 CK6008'ROAD,
 CK6008'5.00 METERS (16.4 FT) SOUTHEAST FROM THE EAST END OF THE SOUTHERN
 CK6008'MOST ONE OF TWO 24 INCH CONCRETE CROSS-DRAIN PIPES UNDER THE ROAD,
 CK6008'14.36 METERS (47.1 FT) NORTHWEST FROM A POWER POLE, AND
 CK6008'0.76 METER (2.5 FT) SOUTH FROM A WITNESS POST.
 CK6008'
 CK6008'NOTE--NO UNDERGROUND MARK WAS SET DUE TO WATER SEEPING IN HOLE.
 CK6008'
 CK6008'HEIGHT OF LIGHT SHOWN ABOVE THE MARK 1.50 METERS.
 CK6008'
 CK6008'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK6008'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK6008'
 CK6008'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6009 ***********************************************************************
 CK6009  DESIGNATION -  BV 132 200 RM 1
 CK6009  PID         -  CK6009
 CK6009  STATE/COUNTY-  GA/TATTNALL
 CK6009  USGS QUAD   -  DEANS CROSSING (1975)
 CK6009
 CK6009                         *CURRENT SURVEY CONTROL
 CK6009  ___________________________________________________________________
 CK6009* NAD 83(1994)-  32 00 37.48214(N)    081 53 22.18889(W)     ADJUSTED  
 CK6009* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 CK6009  ___________________________________________________________________
 CK6009  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 CK6009  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 CK6009
 CK6009  HORZ ORDER  -  SECOND
 CK6009
 CK6009.The horizontal coordinates were established by classical geodetic methods
 CK6009.and adjusted by the National Geodetic Survey in September 1997..
 CK6009
 CK6009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6009
 CK6009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6009
 CK6009.The geoid height was determined by GEOID03.
 CK6009
 CK6009;                    North         East     Units Scale Factor Converg.
 CK6009;SPC GA E     -   222,904.841   226,185.107   MT  0.99990845   +0 08 48.9
 CK6009;SPC GA E     -   731,313.63    742,075.64   sFT  0.99990845   +0 08 48.9
 CK6009;UTM  17      - 3,541,935.437   415,990.268   MT  0.99968704   -0 28 17.5
 CK6009
 CK6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6009!SPC GA E     -   0.99999629  x   0.99990845  =   0.99990474
 CK6009!UTM  17      -   0.99999629  x   0.99968704  =   0.99968333
 CK6009
 CK6009                          SUPERSEDED SURVEY CONTROL
 CK6009
 CK6009  NAD 83(1986)-  32 00 37.48665(N)    081 53 22.19421(W) AD(       ) 2
 CK6009  NGVD 29 (10/08/91)   53.6    (m)          176.     (f) H LEVEL        
 CK6009
 CK6009.Superseded values are not recommended for survey control.
 CK6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6009.See file dsdata.txt to determine how the superseded data were derived.
 CK6009
 CK6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1599041935(NAD 83)
 CK6009_MARKER: DD = SURVEY DISK
 CK6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6009+STABILITY: SURFACE MOTION
 CK6009
 CK6009  HISTORY     - Date     Condition        Report By
 CK6009  HISTORY     - 1982     MONUMENTED       GADT
 CK6009
 CK6009                          STATION DESCRIPTION
 CK6009
 CK6009'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6009'THE STATION IS LOCATED APPROXIMATELY 9 KM (5.6 MI) NORTHEAST
 CK6009'FROM GLENNVILLE, 16.75 KM (10.4 MI) SOUTH FROM CLAXTON, AND
 CK6009'17.7 KM (11 MI) SOUTHEAST FROM BELLVILLE.
 CK6009'OWNERSHIPP--TATTNALL COUNTY RIGHT OF WAY.
 CK6009'
 CK6009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6009'(U.S. HIGHWAY 25) AND STATE ROUTE 250 ABOUT 7.5 KM (4.65 MI)
 CK6009'NORTH FROM GLENNVILLE, GO EAST TO NORTHEAST ALONG STATE
 CK6009'ROUTE 250 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF DIRT COUNTY
 CK6009'ROAD 378 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY
 CK6009'ROAD 378 FOR 1.7 KM (1.05 MI) TO THE JUNCTION OF PAVED COUNTY
 CK6009'ROAD 349 CROSSING.  TURN LEFT GOING NORTH ALONG COUNTY ROAD
 CK6009'349 FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 CK6009'
 CK6009'THE STATION IS A STANDARD GADT DISK
 CK6009'STAMPED---132-200 1982 RM 1---,
 CK6009'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6009'RECESSED 10.2 CM BELOW THE SURFACE OF THE GROUND.
 CK6009'IT IS LOCATED
 CK6009'5.64 METERS (18.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6009'THE ROAD,
 CK6009'80.16 METERS (263 FT) SOUTHEAST FROM A POWER POLE ON THE WEST
 CK6009'SIDE OF THE ROAD, AND
 CK6009'79.43 METERS (260.5 FT) NORTH FROM A POWER POLE ON THE WEST SIDE
 CK6009'OF THE ROAD.
 CK6009'
 CK6009'HEIGHT OF LIGHT SHOWN ABOVE THE MARK 1.50 METERS.
 CK6009'
 CK6009'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK6009'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK6009'
 CK6009'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0928 ***********************************************************************
 BR0928  DESIGNATION -  BV 132 201
 BR0928  PID         -  BR0928
 BR0928  STATE/COUNTY-  GA/TATTNALL
 BR0928  USGS QUAD   -  GLENNVILLE (1973)
 BR0928
 BR0928                         *CURRENT SURVEY CONTROL
 BR0928  ___________________________________________________________________
 BR0928* NAD 83(1994)-  31 59 05.85097(N)    081 55 08.02675(W)     ADJUSTED  
 BR0928* NAVD 88     -        51.3    (meters)     168.     (feet)  VERTCON   
 BR0928  ___________________________________________________________________
 BR0928  X           -     761,206.466 (meters)                     COMP
 BR0928  Y           -  -5,361,190.029 (meters)                     COMP
 BR0928  Z           -   3,359,028.297 (meters)                     COMP
 BR0928  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 BR0928  ELLIP HEIGHT-          21.58  (meters)          (09/03/97) GPS OBS
 BR0928  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 BR0928
 BR0928  HORZ ORDER  -  SECOND
 BR0928  ELLP ORDER  -  FOURTH    CLASS II
 BR0928
 BR0928.The horizontal coordinates were established by classical geodetic methods
 BR0928.and adjusted by the National Geodetic Survey in September 1997..
 BR0928
 BR0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0928
 BR0928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0928
 BR0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0928
 BR0928.The ellipsoidal height was determined by GPS observations
 BR0928.and is referenced to NAD 83.
 BR0928
 BR0928.The geoid height was determined by GEOID03.
 BR0928
 BR0928;                    North         East     Units Scale Factor Converg.
 BR0928;SPC GA E     -   220,075.955   223,414.111   MT  0.99990676   +0 07 52.5
 BR0928;SPC GA E     -   722,032.53    732,984.46   sFT  0.99990676   +0 07 52.5
 BR0928;UTM  17      - 3,539,137.223   413,189.519   MT  0.99969294   -0 29 12.4
 BR0928
 BR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0928!SPC GA E     -   0.99999661  x   0.99990676  =   0.99990337
 BR0928!UTM  17      -   0.99999661  x   0.99969294  =   0.99968955
 BR0928
 BR0928|---------------------------------------------------------------------|
 BR0928| PID    Reference Object                     Distance      Geod. Az  |
 BR0928|                                                           dddmmss.s |
 BR0928| BR0929 BV 132 201 RM 1                      16.454 METERS 00530     |
 BR0928| CK4265 CHALLSTROM                          APPROX. 3.5 KM 0054415.6 |
 BR0928|---------------------------------------------------------------------|
 BR0928
 BR0928                          SUPERSEDED SURVEY CONTROL
 BR0928
 BR0928  NAD 83(1986)-  31 59 05.85453(N)    081 55 08.03131(W) AD(       ) 2
 BR0928  NAD 83(1986)-  31 59 05.85447(N)    081 55 08.03005(W) AD(       ) 1
 BR0928  NGVD 29 (09/27/88)   51.5    (m)          169.     (f) GPS OBS        
 BR0928
 BR0928.Superseded values are not recommended for survey control.
 BR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0928.See file dsdata.txt to determine how the superseded data were derived.
 BR0928
 BR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1319039137(NAD 83)
 BR0928_MARKER: DD = SURVEY DISK
 BR0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0928+STABILITY: SURFACE MOTION
 BR0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0928+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1985
 BR0928
 BR0928  HISTORY     - Date     Condition        Report By
 BR0928  HISTORY     - 1982     MONUMENTED       GADT
 BR0928  HISTORY     - 19850904 GOOD
 BR0928
 BR0928                          STATION DESCRIPTION
 BR0928
 BR0928'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 BR0928'THE STATION IS LOCATED APPROXIMATELY 5.5 KM (3.4 MI) NORTH OF
 BR0928'GLENNVILLE, 19.65 KM (12.2 MI) SOUTH OF CLAXTON, AND 21.9 KM
 BR0928'(13.6 MI) EAST-SOUTHEAST OF REIDSVILLE.
 BR0928'OWNERSHIP--TATTNALL COUNTY RIGHT OF WAY.
 BR0928'
 BR0928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 BR0928'(U.S. HIGHWAY 25) AND STATE ROUTE 250, LOCATED 7.5 KM (4.65 MI)
 BR0928'NORTH OF GLENNVILLE, GO SOUTH ALONG U.S. HIGHWAY 301
 BR0928'(U.S. HIGHWAY 25) FOR 2.1 KM (1.3 MI) TO THE JUNCTION
 BR0928'OF DIRT COUNTY ROAD 399 TO THE RIGHT AND THE STATION ON THE
 BR0928'RIGHT.
 BR0928'
 BR0928'THE STATION IS A STANDARD GADT DISK
 BR0928'STAMPED---132-201 1982---,
 BR0928'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0928'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR0928'15.03 METERS (49.30 FT) WEST FROM THE CENTERLINE OF U.S.
 BR0928'HIGHWAY 301,
 BR0928'9.42 METERS (30.9 FT) NORTHWEST FROM THE NORTH END OF A 15 INCH
 BR0928'CONCRETE SIDE DRAIN PIPE UNDER THE COUNTY ROAD 399,
 BR0928'9.91 METERS (32.50 FT) NORTH FROM A POWER POLE,
 BR0928'3.08 METERS (10.10 FT) SOUTH-SOUTHWEST FROM AN UNDERGROUND
 BR0928'TELEPHONE CABLE PEDESTAL , AND
 BR0928'1.04 METERS (3.4 FT) EAST FROM A WITNESS POST..
 BR0928'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR0928'STAMPED---132-201 1982---,
 BR0928'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BR0928'
 BR0928'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 BR0928'STAMPED---132-201 1982 RM 1---,
 BR0928'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0928'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR0928'11.64 METERS (38.20 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 BR0928'301,
 BR0928'13.50 METERS (44.30 FT) NORTH-NORTHEAST FROM THE UNDERGROUND
 BR0928'TELEPHONE CABLE PEDESTAL,
 BR0928'24.48 METERS (80.30 FT) NORTH FROM THE NORTH END OF THE 15 INCH
 BR0928'CONCRETE SIDE DRAIN PIPE, AND
 BR0928'0.76 METER (2.5 FT) EAST FROM A WITNESS POST.
 BR0928'MARK IS BELOW STATION 0.6 METERS.
 BR0928'
 BR0928'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 BR0928'STAMPED---132-201 1982 AZ MK---,
 BR0928'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0928'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR0928'16.22 METERS (53.20 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 BR0928'301,
 BR0928'5.64 METERS (18.50 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A
 BR0928'12 INCH METAL SIDE DRAIN PIPE UNDER A DIRT RAMP,
 BR0928'9.66 METERS (31.70 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 BR0928'0.61 METER (2 FT) WEST FROM A WITNESS POST.
 BR0928'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR0928'STAMPED---132-201 1982 AZ MK---,
 BR0928'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 BR0928'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG U.S.
 BR0928'HIGHWAY 301 (U.S. HIGHWAY 25) FOR 0.5 KM (0.3 MI) TO THE AZIMUTH
 BR0928'MARK ON THE LEFT.
 BR0928'
 BR0928'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR0928'
 BR0928'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BR0928'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 BR0928'
 BR0928'DESCRIBED BY G.D. JOHNSON.
 BR0928
 BR0928                          STATION RECOVERY (1985)
 BR0928
 BR0928'RECOVERED 1985
 BR0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1814 ***********************************************************************
 BR1814  DESIGNATION -  BV 132 201 AZ MK
 BR1814  PID         -  BR1814
 BR1814  STATE/COUNTY-  GA/TATTNALL
 BR1814  USGS QUAD   -  GLENNVILLE (1973)
 BR1814
 BR1814                         *CURRENT SURVEY CONTROL
 BR1814  ___________________________________________________________________
 BR1814* NAD 83(1994)-  31 58 52.17929(N)    081 55 03.64085(W)     ADJUSTED  
 BR1814* NAVD 88     -        50.2    (meters)     165.     (feet)  VERTCON   
 BR1814  ___________________________________________________________________
 BR1814  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 BR1814  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 BR1814
 BR1814  HORZ ORDER  -  SECOND
 BR1814
 BR1814.The horizontal coordinates were established by classical geodetic methods
 BR1814.and adjusted by the National Geodetic Survey in September 1997..
 BR1814.No horizontal observational check was made to the station.
 BR1814
 BR1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1814
 BR1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1814
 BR1814.The geoid height was determined by GEOID03.
 BR1814
 BR1814;                    North         East     Units Scale Factor Converg.
 BR1814;SPC GA E     -   219,655.147   223,530.209   MT  0.99990683   +0 07 54.8
 BR1814;SPC GA E     -   720,651.93    733,365.36   sFT  0.99990683   +0 07 54.8
 BR1814;UTM  17      - 3,538,715.278   413,301.048   MT  0.99969270   -0 29 09.9
 BR1814
 BR1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1814!SPC GA E     -   0.99999677  x   0.99990683  =   0.99990360
 BR1814!UTM  17      -   0.99999677  x   0.99969270  =   0.99968947
 BR1814
 BR1814                          SUPERSEDED SURVEY CONTROL
 BR1814
 BR1814  NAD 83(1986)-  31 58 52.18290(N)    081 55 03.64516(W) AD(       ) 2
 BR1814  NGVD 29 (10/08/91)   50.4    (m)          165.     (f) VERT ANG       
 BR1814
 BR1814.Superseded values are not recommended for survey control.
 BR1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1814.See file dsdata.txt to determine how the superseded data were derived.
 BR1814
 BR1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1330138715(NAD 83)
 BR1814_MARKER: DD = SURVEY DISK
 BR1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1814+STABILITY: SURFACE MOTION
 BR1814
 BR1814  HISTORY     - Date     Condition        Report By
 BR1814  HISTORY     - 1982     MONUMENTED       GADT
 BR1814
 BR1814                          STATION DESCRIPTION
 BR1814
 BR1814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 BR1814'THE STATION IS LOCATED ABOUT 5 KM (3.1 MI) NORTH OF GLENNVILLE,
 BR1814'20.05 KM (12.45 MI) SOUTH OF CLAXTON, AND 22.45 KM (13.95 MI)
 BR1814'EAST-SOUTHEAST FROM REIDSVILLE.
 BR1814'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1814'
 BR1814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 BR1814'(U.S. HIGHWAY 25) AND STATE ROUTE 250, LOCATED ABOUT 7.5 KM
 BR1814'(4.65 MI) NORTH OF GLENNVILLE, GO SOUTH ALONG U.S. HIGHWAY 301)
 BR1814'(U.S. HIGHWAY 25) FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF DIRT
 BR1814'COUNTY ROAD 399 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG
 BR1814'U.S. HIGHWAY 301 (U.S. HIGHWAY 25 ) FOR 0.5 KM (0.3 MI) TO THE
 BR1814'STATION ON THE LEFT.
 BR1814'
 BR1814'THE STATION IS A STANDARD GADT DISK
 BR1814'STAMPED---132-201 1982 AZ MK---,
 BR1814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.4 CM IN DIAMETER
 BR1814'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR1814'16.22 METERS (53.2 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 BR1814'301,
 BR1814'5.64 METERS (18.5 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A 12
 BR1814'INCH METAL SIDE DRAIN PIPE UNDER A DIRT RAMP,
 BR1814'9.66 METERS (31.7 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 BR1814'0.61 METER (2 FT) WEST FROM A WITNESS POST.
 BR1814'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BR1814'STAMPED---132-201 1982 AZ MK---,
 BR1814'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 BR1814'
 BR1814'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1814'
 BR1814'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BR1814'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 BR1814'
 BR1814'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0929 ***********************************************************************
 BR0929  DESIGNATION -  BV 132 201 RM 1
 BR0929  PID         -  BR0929
 BR0929  STATE/COUNTY-  GA/TATTNALL
 BR0929  USGS QUAD   -  GLENNVILLE (1973)
 BR0929
 BR0929                         *CURRENT SURVEY CONTROL
 BR0929  ___________________________________________________________________
 BR0929* NAD 83(1994)-  31 59 06.38271(N)    081 55 07.96667(W)     ADJUSTED  
 BR0929* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 BR0929  ___________________________________________________________________
 BR0929  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 BR0929  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 BR0929
 BR0929  HORZ ORDER  -  SECOND
 BR0929
 BR0929.The horizontal coordinates were established by classical geodetic methods
 BR0929.and adjusted by the National Geodetic Survey in September 1997..
 BR0929
 BR0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0929
 BR0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0929
 BR0929.The geoid height was determined by GEOID03.
 BR0929
 BR0929;                    North         East     Units Scale Factor Converg.
 BR0929;SPC GA E     -   220,092.336   223,415.650   MT  0.99990676   +0 07 52.5
 BR0929;SPC GA E     -   722,086.27    732,989.51   sFT  0.99990676   +0 07 52.5
 BR0929;UTM  17      - 3,539,153.583   413,191.235   MT  0.99969293   -0 29 12.3
 BR0929
 BR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0929!SPC GA E     -   0.99999669  x   0.99990676  =   0.99990345
 BR0929!UTM  17      -   0.99999669  x   0.99969293  =   0.99968962
 BR0929
 BR0929                          SUPERSEDED SURVEY CONTROL
 BR0929
 BR0929  NAD 83(1986)-  31 59 06.38627(N)    081 55 07.97124(W) AD(       ) 2
 BR0929  NAD 83(1986)-  31 59 06.43349(N)    081 55 07.96465(W) AD(       ) 1
 BR0929  NGVD 29 (10/08/91)   50.9    (m)          167.     (f) H LEVEL        
 BR0929
 BR0929.Superseded values are not recommended for survey control.
 BR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0929.See file dsdata.txt to determine how the superseded data were derived.
 BR0929
 BR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1319139154(NAD 83)
 BR0929_MARKER: DD = SURVEY DISK
 BR0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0929+STABILITY: SURFACE MOTION
 BR0929
 BR0929  HISTORY     - Date     Condition        Report By
 BR0929  HISTORY     - 1982     MONUMENTED       GADT
 BR0929
 BR0929                          STATION DESCRIPTION
 BR0929
 BR0929'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 BR0929'THE STATION IS LOCATED APPROXIMATELY 5.5 KM (3.4 MI) NORTH OF
 BR0929'GLENNVILLE, 19.65 KM (12.2 MI) SOUTH OF CLAXTON, AND 21.9 KM
 BR0929'(13.6 MI) EAST-SOUTHEAST OF REIDSVILLE.
 BR0929'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR0929'
 BR0929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 BR0929'(U.S. HIGHWAY 25) AND STATE ROUTE 250, LOCATED ABOUT 7.5 KM
 BR0929'(4.65 MI) NORTH OF GLENNVILLE, GO SOUTH ALONG U.S. HIGHWAY 301
 BR0929'(U.S. HIGHWAY 25) FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF DIRT
 BR0929'COUNTY ROAD 399 TO THE RIGHT AND THE STATION ON THE RIGHT.
 BR0929'
 BR0929'THE STATION IS A STANDARD GADT DISK
 BR0929'STAMPED---132-201 1982 RM 1---,
 BR0929'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0929'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 BR0929'11.64 METERS (38.2 FT) WEST FROM THE CENTERLINE OF U.S. HIGHWAY
 BR0929'301,
 BR0929'13.50 METERS (44.3 FT) NORTH-NORTHEAST FROM AN UNDERGROUND
 BR0929'TELEPHONE CABLE PEDESTAL,
 BR0929'24.48 METERS (80.3 FT) NORTH FROM THE NORTH END OF A 15 INCH
 BR0929'CONCRETE SIDE DRAIN PIPE UNDER DIRT COUNTY ROAD 399, AND
 BR0929'0.76 METER (2.5 FT) EAST FROM A WITNESS POST.
 BR0929'
 BR0929'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR0929'
 BR0929'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BR0929'COUNTY GEORGIA 1976, REVISED OCTOBER 1976.
 BR0929'
 BR0929'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6010 ***********************************************************************
 CK6010  DESIGNATION -  BV 132 202
 CK6010  PID         -  CK6010
 CK6010  STATE/COUNTY-  GA/TATTNALL
 CK6010  USGS QUAD   -  DEANS CROSSING (1975)
 CK6010
 CK6010                         *CURRENT SURVEY CONTROL
 CK6010  ___________________________________________________________________
 CK6010* NAD 83(1994)-  32 01 47.44500(N)    081 58 54.89125(W)     ADJUSTED  
 CK6010* NAVD 88     -        56.6    (meters)     186.     (feet)  VERTCON   
 CK6010  ___________________________________________________________________
 CK6010  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK6010  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CK6010
 CK6010  HORZ ORDER  -  SECOND
 CK6010
 CK6010.The horizontal coordinates were established by classical geodetic methods
 CK6010.and adjusted by the National Geodetic Survey in September 1997..
 CK6010
 CK6010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6010
 CK6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6010
 CK6010.The geoid height was determined by GEOID03.
 CK6010
 CK6010;                    North         East     Units Scale Factor Converg.
 CK6010;SPC GA E     -   225,040.970   217,450.448   MT  0.99990375   +0 05 52.7
 CK6010;SPC GA E     -   738,321.92    713,418.68   sFT  0.99990375   +0 05 52.7
 CK6010;UTM  17      - 3,544,165.279   407,281.008   MT  0.99970602   -0 31 14.9
 CK6010
 CK6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6010!SPC GA E     -   0.99999575  x   0.99990375  =   0.99989950
 CK6010!UTM  17      -   0.99999575  x   0.99970602  =   0.99970177
 CK6010
 CK6010                          SUPERSEDED SURVEY CONTROL
 CK6010
 CK6010  NAD 83(1986)-  32 01 47.44735(N)    081 58 54.89115(W) AD(       ) 2
 CK6010  NGVD 29 (10/08/91)   56.8    (m)          186.     (f) VERT ANG       
 CK6010
 CK6010.Superseded values are not recommended for survey control.
 CK6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6010.See file dsdata.txt to determine how the superseded data were derived.
 CK6010
 CK6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0728144165(NAD 83)
 CK6010_MARKER: DD = SURVEY DISK
 CK6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6010+STABILITY: SURFACE MOTION
 CK6010
 CK6010  HISTORY     - Date     Condition        Report By
 CK6010  HISTORY     - 1982     MONUMENTED       GADT
 CK6010
 CK6010                          STATION DESCRIPTION
 CK6010
 CK6010'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6010'THE STATION IS LOCATED APPROXIMATELY 13.35 KM (8.3 MI) SOUTH
 CK6010'FROM BELLVILLE, 14.25 KM (8.85 MI) EAST-SOUTHEAST OF REIDSVILLE,
 CK6010'AND 16.2 KM (10.05 MI) SOUTH-SOUTHWEST FROM CLAXTON.
 CK6010'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6010'
 CK6010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6010'(STATE ROUTE 30) AND STATE ROUTE 169 IN BELLVILLE, GO SOUTH
 CK6010'ALONG STATE ROUTE 169 FOR 3.2 KM (2 MI) TO THE JUNCTION OF
 CK6010'PAVED COUNTY ROAD 36 CROSSING.  CONTINUE GOING SOUTH ALONG
 CK6010'STATE ROUTE 169 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF PAVED
 CK6010'COUNTY ROAD 92664 CROSSING.  CONTINUE GOING SOUTH ALONG STATE
 CK6010'ROUTE 169 FOR 6.35 KM (3.95 MI) TO THE STATION ON THE LEFT.
 CK6010'
 CK6010'THE STATION IS A STANDARD GADT DISK
 CK6010'STAMPED---132-202 1982---,
 CK6010'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6010'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 CK6010'8.99 METERS (29.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6010'STATE ROUTE 169,
 CK6010'14.78 METERS (48.50 FT) SOUTHEAST FROM THE SOUTH END OF AN 18
 CK6010'INCH CONCRETE SIDE DRAIN PIPE UNDER A FIELD ROAD,
 CK6010'20.27 METERS (66.50 FT) SOUTH FROM THE NORTHERN MOST GATE POST
 CK6010'OF THE GAP ON THE FIELD ROAD,
 CK6010'48.34 METERS (158.6 FT) NORTHWEST FROM A POWER POLE, AND
 CK6010'4.15 METERS (13.6 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6010'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6010'STAMPED---132-202 1982---,
 CK6010'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6010'
 CK6010'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6010'STAMPED---132-202 1982 RM 1---,
 CK6010'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6010'RECESSED 10. CM BELOW THE GROUND.  IT IS LOCATED
 CK6010'9.08 METERS (29.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6010'STATE ROUTE 169,
 CK6010'38.95 METERS (127.8 FT) SOUTHEAST FROM THE SOUTH END OF THE
 CK6010'18 INCH CONCRETE SIDE DRAIN PIPE,
 CK6010'24.02 METERS (78.8 FT) NORTHWEST FROM THE POWER POLE, AND
 CK6010'3.92 METERS (13 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6010'MARK IS LEVEL WITH STATION.
 CK6010'
 CK6010'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6010'STAMPED---132-202 1982 AZ MK---,
 CK6010'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6010'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6010'8.53 METERS (28 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6010'STATE ROUTE 169,
 CK6010'3.93 METERS (12.9 FT) NORTH FROM THE NORTH END OF AN 18 INCH
 CK6010'CONCRETE SIDE DRAIN PIPE UNDER A DIRT DRIVE,
 CK6010'9.3 METERS (30.5 FT) NORTHWEST FROM THE NORTHWEST CORNER FENCE
 CK6010'POST IN THE SOUTH SIDE OF THE DRIVEWAY, AND
 CK6010'4.02 METERS (13.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6010'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK6010'STAMPED---132-202 1982 AZ MK---,
 CK6010'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK6010'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG
 CK6010'STATE ROUTE 169 FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT
 CK6010'AT THE JUNCTION OF DIRT COUNTY ROAD 249 TO THE RIGHT.
 CK6010'
 CK6010'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6010'
 CK6010'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK6010'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK6010'
 CK6010'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6011 ***********************************************************************
 CK6011  DESIGNATION -  BV 132 202 AZ MK
 CK6011  PID         -  CK6011
 CK6011  STATE/COUNTY-  GA/TATTNALL
 CK6011  USGS QUAD   -  DEANS CROSSING (1975)
 CK6011
 CK6011                         *CURRENT SURVEY CONTROL
 CK6011  ___________________________________________________________________
 CK6011* NAD 83(1994)-  32 01 32.86614(N)    081 58 48.01524(W)     ADJUSTED  
 CK6011* NAVD 88     -        56.     (meters)     184.     (feet)  VERTCON   
 CK6011  ___________________________________________________________________
 CK6011  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK6011  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CK6011
 CK6011  HORZ ORDER  -  SECOND
 CK6011
 CK6011.The horizontal coordinates were established by classical geodetic methods
 CK6011.and adjusted by the National Geodetic Survey in September 1997..
 CK6011.No horizontal observational check was made to the station.
 CK6011
 CK6011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6011
 CK6011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6011
 CK6011.The geoid height was determined by GEOID03.
 CK6011
 CK6011;                    North         East     Units Scale Factor Converg.
 CK6011;SPC GA E     -   224,592.266   217,631.630   MT  0.99990383   +0 05 56.4
 CK6011;SPC GA E     -   736,849.79    714,013.11   sFT  0.99990383   +0 05 56.4
 CK6011;UTM  17      - 3,543,714.734   407,457.298   MT  0.99970562   -0 31 11.0
 CK6011
 CK6011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6011!SPC GA E     -   0.99999578  x   0.99990383  =   0.99989961
 CK6011!UTM  17      -   0.99999578  x   0.99970562  =   0.99970140
 CK6011
 CK6011                          SUPERSEDED SURVEY CONTROL
 CK6011
 CK6011  NAD 83(1986)-  32 01 32.86850(N)    081 58 48.01511(W) AD(       ) 2
 CK6011  NGVD 29 (10/08/91)   57.     (m)          187.     (f) VERT ANG       
 CK6011
 CK6011.Superseded values are not recommended for survey control.
 CK6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6011.See file dsdata.txt to determine how the superseded data were derived.
 CK6011
 CK6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0745743715(NAD 83)
 CK6011_MARKER: DD = SURVEY DISK
 CK6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6011+STABILITY: SURFACE MOTION
 CK6011
 CK6011  HISTORY     - Date     Condition        Report By
 CK6011  HISTORY     - 1982     MONUMENTED       GADT
 CK6011
 CK6011                          STATION DESCRIPTION
 CK6011
 CK6011'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6011'THE STATION IS LOCATED ABOUT 13.95 KM (8.65 MI) SOUTH FROM
 CK6011'BELLVILLE, 14.65 KM (9.1 MI) EAST-SOUTHEAST FROM REIDSVILLE,
 CK6011'AND 16.6 KM (10.3 MI) SOUTH-SOUTHWEST FROM CLAXTON.
 CK6011'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6011'
 CK6011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6011'(STATE ROUTE 30) AND STATE ROUTE 169 IN BELLVILLE, GO SOUTH
 CK6011'ALONG STATE ROUTE 169 FOR 3.2 KM (2 MI) TO THE JUNCTION OF
 CK6011'PAVED COUNTY ROAD 36 CROSSING.  CONTINUE GOING SOUTH ALONG
 CK6011'STATE ROUTE 169 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF PAVED
 CK6011'COUNTY ROAD 92664 CROSSING.  CONTINUE GOING SOUTH ALONG STATE
 CK6011'ROUTE 169 FOR 6.85 KM (4.25 MI) TO THE JUNCTION OF DIRT COUNTY
 CK6011'ROAD 249 TO THE RIGHT AND THE STATION ON THE LEFT.
 CK6011'
 CK6011'THE STATION IS A STANDARD GADT DISK
 CK6011'STAMPED---132-202 1982 AZ MK---,
 CK6011'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6011'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6011'8.53 METERS (28 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6011'STATE ROUTE 169,
 CK6011'3.93 METERS (12.9 FT) NORTH FROM THE NORTH END OF AN 18 INCH
 CK6011'CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY, AND
 CK6011'9.30 METERS (30.5 FT) NORTHWEST FROM THE NORTHWEST CORNER FENCE
 CK6011'POST ON THE SOUTH SIDE OF THE DRIVEWAY, AND
 CK6011'4.02 METERS (13.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6011'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6011'STAMPED---132-202 1982 AZ MK---,
 CK6011'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK6011'
 CK6011'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6011'
 CK6011'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK6011'CUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK6011'
 CK6011'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6012 ***********************************************************************
 CK6012  DESIGNATION -  BV 132 202 RM 1
 CK6012  PID         -  CK6012
 CK6012  STATE/COUNTY-  GA/TATTNALL
 CK6012  USGS QUAD   -  DEANS CROSSING (1975)
 CK6012
 CK6012                         *CURRENT SURVEY CONTROL
 CK6012  ___________________________________________________________________
 CK6012* NAD 83(1994)-  32 01 46.71159(N)    081 58 54.54521(W)     ADJUSTED  
 CK6012* NAVD 88     -        56.7    (meters)     186.     (feet)  VERTCON   
 CK6012  ___________________________________________________________________
 CK6012  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK6012  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CK6012
 CK6012  HORZ ORDER  -  SECOND
 CK6012
 CK6012.The horizontal coordinates were established by classical geodetic methods
 CK6012.and adjusted by the National Geodetic Survey in September 1997..
 CK6012
 CK6012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6012
 CK6012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6012
 CK6012.The geoid height was determined by GEOID03.
 CK6012
 CK6012;                    North         East     Units Scale Factor Converg.
 CK6012;SPC GA E     -   225,018.397   217,459.566   MT  0.99990376   +0 05 52.9
 CK6012;SPC GA E     -   738,247.86    713,448.59   sFT  0.99990376   +0 05 52.9
 CK6012;UTM  17      - 3,544,142.614   407,289.879   MT  0.99970600   -0 31 14.7
 CK6012
 CK6012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6012!SPC GA E     -   0.99999573  x   0.99990376  =   0.99989950
 CK6012!UTM  17      -   0.99999573  x   0.99970600  =   0.99970174
 CK6012
 CK6012                          SUPERSEDED SURVEY CONTROL
 CK6012
 CK6012  NAD 83(1986)-  32 01 46.71393(N)    081 58 54.54510(W) AD(       ) 2
 CK6012  NGVD 29 (10/08/91)   56.9    (m)          187.     (f) H LEVEL        
 CK6012
 CK6012.Superseded values are not recommended for survey control.
 CK6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6012.See file dsdata.txt to determine how the superseded data were derived.
 CK6012
 CK6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0729044143(NAD 83)
 CK6012_MARKER: DD = SURVEY DISK
 CK6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6012+STABILITY: SURFACE MOTION
 CK6012
 CK6012  HISTORY     - Date     Condition        Report By
 CK6012  HISTORY     - 1982     MONUMENTED       GADT
 CK6012
 CK6012                          STATION DESCRIPTION
 CK6012
 CK6012'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6012'THE STATION IS LOCATED APPROXIMATELY 13.35 KM (8.3 MI) SOUTH FROM
 CK6012'BELLVVILLE, 14.25 KM (8.85 MI) EAST-SOUTHEAST FROM REIDSVILLE, AND
 CK6012'16.2 KM (10.05 MI) SOUTH-SOUTHWEST FROM CLAXTON.
 CK6012'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6012'
 CK6012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6012'(STATE ROUTE 30) AND STATE ROUTE 169 IN BELLVILLE, GO SOUTH ALONG
 CK6012'STATE ROUTE 169 FOR 3.2 KM (2 MI) TO THE JUNCTION OF PAVED COUNTY
 CK6012'ROAD 36 CROSSING.  CONTINUE GOING SOUTH ALONG STATE ROUTE 169
 CK6012'FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 CK6012'92664 (COUNTY ROAD 204) CROSSING.  CONTINUE GOING SOUTH ALONG
 CK6012'STATE ROUTE 169 FOR 6.35 KM (3.95 MI) TO THE STATION ON THE LEFT.
 CK6012'
 CK6012'THE STATION IS A STANDARD GADT DISK
 CK6012'STAMPED---132-202 1982 RM 1---,
 CK6012'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6012'RECESSED 10. CM BELOW THE GROUND.  IT IS LOCATED
 CK6012'9.08 METERS (29.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 CK6012'STATE ROUTE 169,
 CK6012'38.9 METERS (127.8 FT) SOUTHEAST FROM THE SOUTH END OF AN 18
 CK6012'INCH CONCRETE SIDE DRAIN PIPE UNDER A FIELD ROAD,
 CK6012'24.02 METERS (78.8 FT) NORTHWEST FROM A POWER POLE,
 CK6012'3.92 METERS (13 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CK6012'
 CK6012'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6012'
 CK6012'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK6012'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK6012'
 CK6012'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4262 ***********************************************************************
 CK4262  DESIGNATION -  BV 132 202 RM 2
 CK4262  PID         -  CK4262
 CK4262  STATE/COUNTY-  GA/TATTNALL
 CK4262  USGS QUAD   -  DEANS CROSSING (1975)
 CK4262
 CK4262                         *CURRENT SURVEY CONTROL
 CK4262  ___________________________________________________________________
 CK4262* NAD 83(1994)-  32 01 49.96091(N)    081 58 56.93108(W)     ADJUSTED  
 CK4262* NAVD 88     -        55.8    (meters)     183.     (feet)  VERTCON   
 CK4262  ___________________________________________________________________
 CK4262  X           -     754,883.190 (meters)                     COMP
 CK4262  Y           -  -5,359,382.069 (meters)                     COMP
 CK4262  Z           -   3,363,317.073 (meters)                     COMP
 CK4262  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CK4262  ELLIP HEIGHT-          25.96  (meters)          (09/03/97) GPS OBS
 CK4262  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CK4262
 CK4262  HORZ ORDER  -  FIRST
 CK4262  ELLP ORDER  -  FOURTH    CLASS II
 CK4262
 CK4262.The horizontal coordinates were established by GPS observations
 CK4262.and adjusted by the National Geodetic Survey in September 1997..
 CK4262
 CK4262.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4262
 CK4262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4262
 CK4262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4262
 CK4262.The ellipsoidal height was determined by GPS observations
 CK4262.and is referenced to NAD 83.
 CK4262
 CK4262.The geoid height was determined by GEOID03.
 CK4262
 CK4262;                    North         East     Units Scale Factor Converg.
 CK4262;SPC GA E     -   225,118.366   217,396.797   MT  0.99990373   +0 05 51.7
 CK4262;SPC GA E     -   738,575.84    713,242.66   sFT  0.99990373   +0 05 51.7
 CK4262;UTM  17      - 3,544,243.235   407,228.206   MT  0.99970614   -0 31 16.0
 CK4262
 CK4262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4262!SPC GA E     -   0.99999592  x   0.99990373  =   0.99989965
 CK4262!UTM  17      -   0.99999592  x   0.99970614  =   0.99970207
 CK4262
 CK4262                          SUPERSEDED SURVEY CONTROL
 CK4262
 CK4262  NAD 83(1986)-  32 01 49.96474(N)    081 58 56.93966(W) AD(       ) 1
 CK4262  NGVD 29 (09/27/88)   56.0    (m)          184.     (f) GPS OBS        
 CK4262
 CK4262.Superseded values are not recommended for survey control.
 CK4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4262.See file dsdata.txt to determine how the superseded data were derived.
 CK4262
 CK4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0722844243(NAD 83)
 CK4262_MARKER: DD = SURVEY DISK
 CK4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4262+STABILITY: SURFACE MOTION
 CK4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4262+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1987
 CK4262
 CK4262  HISTORY     - Date     Condition        Report By
 CK4262  HISTORY     - 1985     MONUMENTED       GADT
 CK4262  HISTORY     - 19870105 GOOD
 CK4262
 CK4262                          STATION DESCRIPTION
 CK4262
 CK4262'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 CK4262'THE STATION IS LOCATED APPROXIMATELY 13.35 KM (8.3 MI) SOUTH
 CK4262'FROM BELLVILLE, 14.25 KM (8.85 MI) EAST-SOUTHEAST FROM REIDSVILLE,
 CK4262'AND 16.2 KM (10.05 MI) SOUTH-SOUTHWEST FROM CLAXTON.
 CK4262'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4262'
 CK4262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK4262'(STATE ROUTE 30) AND STATE ROUTE 169 IN BELLVILLE, GO SOUTH
 CK4262'ALONG STATE ROUTE 169 FOR 3.2 KM (2 MI) TO THE JUNCTION OF
 CK4262'PAVED COUNTY ROAD 36 CROSSING.  CONTINUE GOING SOUTH ALONG
 CK4262'STATE ROUTE 169 FOR 4.75 KM (2.95 MI) TO THE JUNCTION OF PAVED
 CK4262'COUNTY ROAD 92664 CROSSING.  CONTINUE GOING SOUTH ALONG STATE
 CK4262'ROUTE 169 FOR 6.2 KM (3.9 MI) TO THE STATION ON THE RIGHT AT THE
 CK4262'CORNER OF A BARBED WIRE FENCE.
 CK4262'
 CK4262'THE STATION IS A STANDARD GADT DISK
 CK4262'STAMPED---132-202 RM 2---,
 CK4262'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4262'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK4262'IT IS LOCATED
 CK4262'11.67 METERS (38.3 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CK4262'0.84 METER (2.8 FT) EAST-NORTHEAST FROM THE FENCE CORNER POST,
 CK4262'6.32 METERS (20.7 FT) WEST FROM THE WEST END OF A 24 INCH CONCRETE
 CK4262'CULVERET PIPE UNDER THE HIGHWAY, AND
 CK4262'0.68 METER (2.2 FT) EAST FROM A METAL WITNESS POST SET AT THE
 CK4262'FENCELINE.
 CK4262'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK4262'STAMPED---132-202 RM 2---,
 CK4262'SET IN AN IRREGULAR MASS OF CONCRETE 0.5 METER BELOW THE SURFACE.
 CK4262'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 CK4262'DESCRIBED BY B. M. PUTZIGER.
 CK4262
 CK4262                          STATION RECOVERY (1987)
 CK4262
 CK4262'RECOVERED 1987
 CK4262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1314 ***********************************************************************
 BS1314  DESIGNATION -  BV 132 203
 BS1314  PID         -  BS1314
 BS1314  STATE/COUNTY-  GA/TATTNALL
 BS1314  USGS QUAD   -  TISON (1988)
 BS1314
 BS1314                         *CURRENT SURVEY CONTROL
 BS1314  ___________________________________________________________________
 BS1314* NAD 83(1994)-  31 56 21.95899(N)    082 03 07.80876(W)     ADJUSTED  
 BS1314* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 BS1314  ___________________________________________________________________
 BS1314  X           -     749,103.049 (meters)                     COMP
 BS1314  Y           -  -5,365,589.309 (meters)                     COMP
 BS1314  Z           -   3,354,743.273 (meters)                     COMP
 BS1314  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 BS1314  ELLIP HEIGHT-          17.48  (meters)          (09/03/97) GPS OBS
 BS1314  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 BS1314
 BS1314  HORZ ORDER  -  FIRST
 BS1314  ELLP ORDER  -  FOURTH    CLASS II
 BS1314
 BS1314.The horizontal coordinates were established by GPS observations
 BS1314.and adjusted by the National Geodetic Survey in September 1997..
 BS1314
 BS1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1314
 BS1314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1314
 BS1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1314
 BS1314.The ellipsoidal height was determined by GPS observations
 BS1314.and is referenced to NAD 83.
 BS1314
 BS1314.The geoid height was determined by GEOID03.
 BS1314
 BS1314;                    North         East     Units Scale Factor Converg.
 BS1314;SPC GA E     -   215,007.213   210,825.261   MT  0.99990144   +0 03 38.1
 BS1314;SPC GA E     -   705,402.83    691,682.54   sFT  0.99990144   +0 03 38.1
 BS1314;UTM  17      - 3,534,205.445   400,549.250   MT  0.99972197   -0 33 24.0
 BS1314
 BS1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1314!SPC GA E     -   0.99999726  x   0.99990144  =   0.99989870
 BS1314!UTM  17      -   0.99999726  x   0.99972197  =   0.99971923
 BS1314
 BS1314|---------------------------------------------------------------------|
 BS1314| PID    Reference Object                     Distance      Geod. Az  |
 BS1314|                                                           dddmmss.s |
 BS1314| CS9227 BV 132 203 RM 1                      21.818 METERS 04504     |
 BS1314| BS1315 BV 132 203 AZ MK                    APPROX. 0.7 KM 3165655.6 |
 BS1314|---------------------------------------------------------------------|
 BS1314
 BS1314                          SUPERSEDED SURVEY CONTROL
 BS1314
 BS1314  NAD 83(1986)-  31 56 21.95908(N)    082 03 07.81046(W) AD(       ) 1
 BS1314  NGVD 29 (09/27/88)   47.3    (m)          155.     (f) GPS OBS        
 BS1314
 BS1314.Superseded values are not recommended for survey control.
 BS1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1314.See file dsdata.txt to determine how the superseded data were derived.
 BS1314
 BS1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0054934205(NAD 83)
 BS1314_MARKER: DD = SURVEY DISK
 BS1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1314_STAMPING: 132-203 1984
 BS1314_MARK LOGO: GADT  
 BS1314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1314+STABILITY: SURFACE MOTION
 BS1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1314+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1994
 BS1314
 BS1314  HISTORY     - Date     Condition        Report By
 BS1314  HISTORY     - 1984     MONUMENTED       GADT
 BS1314  HISTORY     - 19850830 GOOD
 BS1314  HISTORY     - 19870106 GOOD
 BS1314  HISTORY     - 19940331 GOOD             GADT
 BS1314
 BS1314                          STATION DESCRIPTION
 BS1314
 BS1314'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1314'THE STATION IS LOCATED ABOUT 11.85 KM (7.35 MI) WEST FROM
 BS1314'GLENNVILLE, 17.65 KM (10.95 MI) SOUTH-SOUTHEAST FROM REIDSVILLE,
 BS1314'AND 30.6 KM (19 MI) NORTH FROM ODUM.
 BS1314'OWNERSHIP--STATE RIGHT OF WAY.
 BS1314'
 BS1314'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REIDSVILLE, GO
 BS1314'SOUTHEAST ALONG STATE ROUTES 23 AND 121 FOR 5.3 KM (3.3 MI) TO THE
 BS1314'JUNCTION OF STATE ROUTE 121 TO THE RIGHT.  TURN RIGHT GOING
 BS1314'SOUTH-SOUTHEAST ALONG STATE ROUTE 121 FOR 8.05 KM (5 MI) TO THE
 BS1314'BRIDGE OVER BOTTLE CREEK.  CONTINUE GOING SOUTH-SOUTHEAST ALONG
 BS1314'STATE ROUTE 121 FOR 4.6 KM (2.85 MI) TO MILE POST NUMBER 8 AND THE
 BS1314'AZIMUTH MARK ON THE LEFT AT THE JUNCTION OF COUNTY ROAD 299 TO THE
 BS1314'RIGHT.  CONTINUE GOING SOUTH-SOUTHEAST ALONG STATE ROUTE 121 FOR
 BS1314'0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT.
 BS1314'
 BS1314'THE STATION IS A STANDARD GADT DISK
 BS1314'STAMPED---132-203 1984---,
 BS1314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BS1314'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1314'IT IS LOCATED
 BS1314'10.45 METERS (34.3 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BS1314'HIGHWAY,
 BS1314'30.14 METERS (98.9 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 BS1314'PORCH OF A HOUSE,
 BS1314'25.33 METERS (83.1 FT) WEST FROM A 24 INCH CONCRETE PIPE UNDER A
 BS1314'DIRT DRIVEWAY TO THE HOUSE,
 BS1314'AND 0.76 METER (2.5 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 BS1314'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1314'STAMPED---132-203 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BS1314'0.91 METER BELOW THE SURFACE OF THE GROUND.
 BS1314'
 BS1314'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1314'STAMPED---132-203 1984 RM 1---,
 BS1314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1314'AND RECESSED  9.62 CM BELOW THE SURFACE OF THE GROUND.
 BS1314'IT IS LOCATED
 BS1314'11.31 METERS (37.1 FT) NORTHEAST FROM THE CENTERLINE OF THE
 BS1314'HIGHWAY,
 BS1314'25.66 METERS (84.2 FT) EAST-SOUTHEAST FROM A POWER POLE,
 BS1314'32.16 METERS (105.5 FT) NORTH FROM THE WEST END OF A 24 INCH
 BS1314'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH, AND
 BS1314'0.61 METER (2 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST SET AT
 BS1314'A FENCELINE.
 BS1314'
 BS1314'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1314'STAMPED---132-203 1984 AZ MK---,
 BS1314'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1314'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1314'IT IS LOCATED
 BS1314'11.89 METERS (39 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1314'23.5 METERS (77.1 FT) NORTH-NORTHWEST FROM MILE POST NO 8,
 BS1314'53.83 METERS (176.6 FT) WEST-NORTHWEST FROM A POWER POLE,
 BS1314'AND 1.1 METERS (3.6 FT) SOUTHWEST FROM A METAL WITNESS POST SET AT
 BS1314'A FENCELINE.
 BS1314'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1314'STAMPED---132-203 1984 AZ MK---,
 BS1314'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1314'OF THE GROUND.
 BS1314'
 BS1314'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1314'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BS1314'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 BS1314
 BS1314                          STATION RECOVERY (1985)
 BS1314
 BS1314'RECOVERED 1985
 BS1314'RECOVERED IN GOOD CONDITION.
 BS1314
 BS1314                          STATION RECOVERY (1987)
 BS1314
 BS1314'RECOVERED 1987
 BS1314'RECOVERED IN GOOD CONDITION.
 BS1314
 BS1314                          STATION RECOVERY (1994)
 BS1314
 BS1314'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994
 BS1314'THE STATION IS LOCATED ABOUT 11.85 KM (7.35 MI) WEST FROM GLENNVILLE,
 BS1314'17.65 KM (10.95 MI) SOUTH-SOUTHEAST FROM REIDSVILLE, AND 30.6 KM
 BS1314'(19.00 MI) NORTH FROM ODUM. OWNERSHIP--STATE RIGHT-OF-WAY. TO REACH
 BS1314'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 301 AND STATE
 BS1314'HIGHWAY 144 IN GLENNVILLE, GO WEST ON HIGHWAY 144/57 FOR 0.5 MI (0.8
 BS1314'KM) TO AN INTERSECTION.  TURN LEFT AND GO XXXXXXX ON HIGHWAY 144/57
 BS1314'FOR 5.9 MI (9.5 KM) TO THE INTERSECTION WITH STATE HIGHWAYS 169/121.
 BS1314'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 121 FOR 1.65 MI (2.66 KM) TO
 BS1314'THE STATION ON THE LEFT. ALTERNATE TO REACH -- FROM THE U.S. POST
 BS1314'OFFICE IN REIDSVILLE, GO SOUTHEAST ON STATE ROUTES 23 AND 121 FOR 5.3
 BS1314'KM (3.30 MI) TO THE JUNCTION OF STATE ROUTE 121 ON THE RIGHT.  TURN
 BS1314'RIGHT AND GO SOUTH-SOUTHEAST ON ROUTE 121 FOR 8.05 KM (5.00 MI) TO THE
 BS1314'BRIDGE OVER BOTTLE CREEK.  CONTINUE SOUTH-SOUTHEAST ON ROUTE 121 FOR
 BS1314'4.6 KM (2.85 MI) TO MILE POST NUMBER 8 AND THE AZIMUTH MARK ON THE
 BS1314'LEFT AT THE JUNCTION OF COUNTY ROAD 299 TO THE RIGHT. CONTINUE
 BS1314'SOUTH-SOUTHEAST ON STATE ROUTE 121 FOR 0.7 KM (0.45 MI) TO THE STATION
 BS1314'ON THE RIGHT. THE STATION MARKS ARE STANDARD GADT DISKS STAMPED
 BS1314'--132-203 1984--. THE SURFACE MARK IS SET INTO THE TOP OF A 30 CM
 BS1314'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE UNDERGROUND MARK
 BS1314'IS SET INTO AN IRREGULAR MASS OF CONCRETE RECESSED 0.91 M (2.99 FT)
 BS1314'BELOW GROUND. LOCATED 10.45 M (34.28 FT) SOUTH-SOUTHWEST FROM THE
 BS1314'CENTERLINE OF THE HIGHWAY, 30.14 M (98.88 FT) NORTHEAST FROM THE
 BS1314'SOUTHEAST CORNER OF THE PORCH OF A HOUSE, 25.33 M (83.10 FT) WEST FROM
 BS1314'A 24 INCH CONCRETE PIPE UNDER A DIRT DRIVEWAY TO THE HOUSE, AND 0.76 M
 BS1314'(2.49 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1315 ***********************************************************************
 BS1315  DESIGNATION -  BV 132 203 AZ MK
 BS1315  PID         -  BS1315
 BS1315  STATE/COUNTY-  GA/TATTNALL
 BS1315  USGS QUAD   -  TISON (1988)
 BS1315
 BS1315                         *CURRENT SURVEY CONTROL
 BS1315  ___________________________________________________________________
 BS1315* NAD 83(1994)-  31 56 38.14151(N)    082 03 25.53846(W)     ADJUSTED  
 BS1315* NAVD 88     -        49.4    (meters)     162.     (feet)  VERTCON   
 BS1315  ___________________________________________________________________
 BS1315  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 BS1315  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 BS1315
 BS1315  HORZ ORDER  -  SECOND
 BS1315
 BS1315.The horizontal coordinates were established by classical geodetic methods
 BS1315.and adjusted by the National Geodetic Survey in September 1997..
 BS1315.No horizontal observational check was made to the station.
 BS1315
 BS1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1315
 BS1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1315
 BS1315.The geoid height was determined by GEOID03.
 BS1315
 BS1315;                    North         East     Units Scale Factor Converg.
 BS1315;SPC GA E     -   215,505.129   210,359.127   MT  0.99990132   +0 03 28.7
 BS1315;SPC GA E     -   707,036.41    690,153.24   sFT  0.99990132   +0 03 28.7
 BS1315;UTM  17      - 3,534,708.265   400,088.589   MT  0.99972311   -0 33 33.6
 BS1315
 BS1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1315!SPC GA E     -   0.99999683  x   0.99990132  =   0.99989815
 BS1315!UTM  17      -   0.99999683  x   0.99972311  =   0.99971994
 BS1315
 BS1315                          SUPERSEDED SURVEY CONTROL
 BS1315
 BS1315  NAD 83(1986)-  31 56 38.14205(N)    082 03 25.53959(W) AD(       ) 2
 BS1315  NGVD 29 (09/27/88)   49.7    (m)          163.     (f) VERT ANG       
 BS1315
 BS1315.Superseded values are not recommended for survey control.
 BS1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1315.See file dsdata.txt to determine how the superseded data were derived.
 BS1315
 BS1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0008934708(NAD 83)
 BS1315_MARKER: DD = SURVEY DISK
 BS1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1315+STABILITY: SURFACE MOTION
 BS1315
 BS1315  HISTORY     - Date     Condition        Report By
 BS1315  HISTORY     - 1984     MONUMENTED       GADT
 BS1315
 BS1315                          STATION DESCRIPTION
 BS1315
 BS1315'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1315'THE STATION IS LOCATED ABOUT 11.85 KM (7.35 MI) WEST FROM
 BS1315'GLENNVILLE, 17.65 KM (10.95 MI) SOUTH-SOUTHEAST FROM REIDSVILLE, AND
 BS1315'30.6 KM (19 MI) NORTH FROM ODUM.
 BS1315'OWNERSHIP--STATE RIGHT OF WAY.
 BS1315'
 BS1315'TO REACH THE STATION FROM THE U.S. POST OFFICE IN REIDSVILLE, GO
 BS1315'SOUTHEAST ALONG STATE ROUTES 23 AND 121 FOR 5.3 KM (3.3 MI) TO THE
 BS1315'JUNCTION OF STATE ROUTE 121 TO THE RIGHT.  TURN RIGHT GOING
 BS1315'SOUTH-SOUTHEAST ALONG STATE ROUTE 121 FOR 8.05 KM (5 MI) TO A
 BS1315'BRIDGE OVER BOTTLE CREEK.  CONTINUE GOING SOUTH-SOUTHEAST ALONG
 BS1315'STATE ROUTE 121 FOR 4.6 KM (2.85 MI) TO MILE POST NUMBER 8 AND THE
 BS1315'STATION ON THE LEFT AT THE JUNCTION OF COUNTY ROAD 299 TO THE RIGHT.
 BS1315'
 BS1315'THE STATION IS A STANDARD GADT DISK
 BS1315'STAMPED---132-203 1984 AZ MK---,
 BS1315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BS1315'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1315'IT IS LOCATED
 BS1315'11.89 METERS (39 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1315'23.5 METERS (77.1 FT) NORTH-NORTHWEST FROM MILE POST NO 8,
 BS1315'53.83 METERS (176.6 FT) WEST-NORTHWEST FROM A POWER POLE, AND
 BS1315'1.1 METERS (3.6 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BS1315'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1315'STAMPED---132-203 1984 AZ MK---,
 BS1315'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1315'
 BS1315'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BS1315'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BS1315'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1316 ***********************************************************************
 BS1316  DESIGNATION -  BV 132 204
 BS1316  PID         -  BS1316
 BS1316  STATE/COUNTY-  GA/TATTNALL
 BS1316  USGS QUAD   -  TISON (1988)
 BS1316
 BS1316                         *CURRENT SURVEY CONTROL
 BS1316  ___________________________________________________________________
 BS1316* NAD 83(1994)-  31 53 47.01637(N)    082 03 45.77609(W)     ADJUSTED  
 BS1316* NAVD 88     -        21.8    (meters)      72.     (feet)  VERTCON   
 BS1316  ___________________________________________________________________
 BS1316  X           -     748,460.880 (meters)                     COMP
 BS1316  Y           -  -5,368,205.088 (meters)                     COMP
 BS1316  Z           -   3,350,679.123 (meters)                     COMP
 BS1316  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 BS1316  ELLIP HEIGHT-          -7.58  (meters)          (09/03/97) GPS OBS
 BS1316  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 BS1316
 BS1316  HORZ ORDER  -  FIRST
 BS1316  ELLP ORDER  -  FOURTH    CLASS II
 BS1316
 BS1316.The horizontal coordinates were established by GPS observations
 BS1316.and adjusted by the National Geodetic Survey in September 1997..
 BS1316
 BS1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1316
 BS1316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1316
 BS1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1316
 BS1316.The ellipsoidal height was determined by GPS observations
 BS1316.and is referenced to NAD 83.
 BS1316
 BS1316.The geoid height was determined by GEOID03.
 BS1316
 BS1316;                    North         East     Units Scale Factor Converg.
 BS1316;SPC GA E     -   210,234.217   209,832.713   MT  0.99990119   +0 03 17.7
 BS1316;SPC GA E     -   689,743.43    688,426.16   sFT  0.99990119   +0 03 17.7
 BS1316;UTM  17      - 3,529,444.260   399,505.558   MT  0.99972455   -0 33 41.7
 BS1316
 BS1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1316!SPC GA E     -   1.00000119  x   0.99990119  =   0.99990238
 BS1316!UTM  17      -   1.00000119  x   0.99972455  =   0.99972574
 BS1316
 BS1316:                Primary Azimuth Mark                     Grid Az
 BS1316:SPC GA E     -  BV 132 204 AZ MK                         041 24 31.3
 BS1316:UTM  17      -  BV 132 204 AZ MK                         042 01 30.7
 BS1316
 BS1316|---------------------------------------------------------------------|
 BS1316| PID    Reference Object                     Distance      Geod. Az  |
 BS1316|                                                           dddmmss.s |
 BS1316| BS1317 BV 132 204 AZ MK                    APPROX. 0.8 KM 0412749.0 |
 BS1316| CS9228 BV 132 204 RM 1                      18.482 METERS 05432     |
 BS1316|---------------------------------------------------------------------|
 BS1316
 BS1316                          SUPERSEDED SURVEY CONTROL
 BS1316
 BS1316  NAD 83(1986)-  31 53 47.02137(N)    082 03 45.78255(W) AD(       ) 1
 BS1316  NGVD 29 (09/27/88)   22.1    (m)           73.     (f) GPS OBS        
 BS1316
 BS1316.Superseded values are not recommended for survey control.
 BS1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1316.See file dsdata.txt to determine how the superseded data were derived.
 BS1316
 BS1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9950629444(NAD 83)
 BS1316_MARKER: DD = SURVEY DISK
 BS1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1316+STABILITY: SURFACE MOTION
 BS1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1316+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1987
 BS1316
 BS1316  HISTORY     - Date     Condition        Report By
 BS1316  HISTORY     - 1984     MONUMENTED       GADT
 BS1316  HISTORY     - 19850830 GOOD
 BS1316  HISTORY     - 19870106 GOOD
 BS1316
 BS1316                          STATION DESCRIPTION
 BS1316
 BS1316'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1316'THE STATION IS LOCATED ABOUT 13.6 KM (8.45 MI) WEST-SOUTHWEST FROM
 BS1316'GLENNVILLE, 21.65 KM (13.45 MI) SOUTH-SOUTHEAST FROM REIDSVILLE,
 BS1316'AND 26.3 KM (16.35 MI) NORTH FROM ODUM.
 BS1316'OWNERSHIP--STATE RIGHT OF WAY.
 BS1316'
 BS1316'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301, 25,
 BS1316'AND STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG STATE
 BS1316'ROUTES 23 AND 144 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE
 BS1316'ROUTE 144 FORKING TO THE LEFT.  TURN LEFT GOING WEST ALONG STATE
 BS1316'ROUTE 144 FOR 6.3 KM (3.9 MI) TO A BRIDGE OVER WATERMELON CREEK.
 BS1316'CONTINUE GOING WEST ALONG STATE ROUTE 144 FOR 3.55 KM (2.2 MI) TO
 BS1316'THE SMALL COMMUNITY OF TISON AND THE JUNCTION OF STATE ROUTES 121
 BS1316'AND 169.  TURN LEFT GOING SOUTHWEST ALONG STATE ROUTES 144, 121,
 BS1316'AND 169 FOR 1.6 KM (1 MI) TO THE JUNCTION OF STATE ROUTE 178 TO THE
 BS1316'RIGHT.  CONTINUE GOING SOUTHWEST ALONG STATE ROUTES 121, 144, AND
 BS1316'169 FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BS1316'GOING SOUTHWEST ALONG STATE ROUTES 121, 144, AND 169 FOR 0.8 KM
 BS1316'(0.5 MI) TO THE STATION ON THE RIGHT.
 BS1316'
 BS1316'THE STATION IS A STANDARD GADT DISK
 BS1316'STAMPED---132-204 1984---,
 BS1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BS1316'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1316'IT IS LOCATED
 BS1316'14.17 METERS (46.50 FT) NORTHWEST FROM THE CENTERLINE OF THE
 BS1316'HIGHWAY,
 BS1316'33.01 METERS (108.3 FT) NORTHEAST FROM A POWER POLE,
 BS1316'27.65 METERS (90.70 FT) EAST FROM THE SOUTHEAST CORNER OF A
 BS1316'CONCRETE BUILDING, AND
 BS1316'1.58 METERS (5.2 FT) NORTHEAST FROM A METAL WITNESS POST SET AT A
 BS1316'CUT OFF POWER POLE.
 BS1316'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1316'STAMPED---132-204 1984---,
 BS1316'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1316'OF THE GROUND.
 BS1316'
 BS1316'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1316'STAMPED---132-204 1984 RM 1---,
 BS1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1316'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1316'IT IS LOCATED
 BS1316'9.69 METERS (31.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BS1316'HIGHWAY,
 BS1316'45.75 METERS (150.1 METERS (EAST FROM THE SOUTHEAST CORNER OF A
 BS1316'CONCRETE BUILDING, AND
 BS1316'0.76 METER (2.5 FT) EAST FROM A METAL WITNESS POST.
 BS1316'
 BS1316'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1316'STAMPED---132-204 1984 AZ MK---,
 BS1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1316'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1316'IT IS LOCATED
 BS1316'6.28 METERS (20.6 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BS1316'HIGHWAY,
 BS1316'13.38 METERS (43.9 FT) NORTHEAST FROM MILE POST NO 4, AND
 BS1316'0.73 METER (2.4 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BS1316'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1316'STAMPED---132-204 1984 AZ MK---,
 BS1316'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1316'OF THE GROUND.
 BS1316'
 BS1316'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1316'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BS1316'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 BS1316
 BS1316                          STATION RECOVERY (1985)
 BS1316
 BS1316'RECOVERED 1985
 BS1316'RECOVERED IN GOOD CONDITION.
 BS1316
 BS1316                          STATION RECOVERY (1987)
 BS1316
 BS1316'RECOVERED 1987
 BS1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1317 ***********************************************************************
 BS1317  DESIGNATION -  BV 132 204 AZ MK
 BS1317  PID         -  BS1317
 BS1317  STATE/COUNTY-  GA/TATTNALL
 BS1317  USGS QUAD   -  TISON (1988)
 BS1317
 BS1317                         *CURRENT SURVEY CONTROL
 BS1317  ___________________________________________________________________
 BS1317* NAD 83(1994)-  31 54 07.49728(N)    082 03 24.56201(W)     ADJUSTED  
 BS1317* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 BS1317  ___________________________________________________________________
 BS1317  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 BS1317  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 BS1317
 BS1317  HORZ ORDER  -  SECOND
 BS1317
 BS1317.The horizontal coordinates were established by classical geodetic methods
 BS1317.and adjusted by the National Geodetic Survey in September 1997..
 BS1317.No horizontal observational check was made to the station.
 BS1317
 BS1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1317
 BS1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1317
 BS1317.The geoid height was determined by GEOID03.
 BS1317
 BS1317;                    North         East     Units Scale Factor Converg.
 BS1317;SPC GA E     -   210,865.545   210,389.473   MT  0.99990133   +0 03 29.0
 BS1317;SPC GA E     -   691,814.71    690,252.80   sFT  0.99990133   +0 03 29.0
 BS1317;UTM  17      - 3,530,069.449   400,068.980   MT  0.99972316   -0 33 30.8
 BS1317
 BS1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1317!SPC GA E     -   1.00000118  x   0.99990133  =   0.99990251
 BS1317!UTM  17      -   1.00000118  x   0.99972316  =   0.99972434
 BS1317
 BS1317                          SUPERSEDED SURVEY CONTROL
 BS1317
 BS1317  NAD 83(1986)-  31 54 07.50174(N)    082 03 24.56776(W) AD(       ) 2
 BS1317  NGVD 29 (09/27/88)   21.9    (m)           72.     (f) VERT ANG       
 BS1317
 BS1317.Superseded values are not recommended for survey control.
 BS1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1317.See file dsdata.txt to determine how the superseded data were derived.
 BS1317
 BS1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0006930069(NAD 83)
 BS1317_MARKER: DD = SURVEY DISK
 BS1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1317+STABILITY: SURFACE MOTION
 BS1317
 BS1317  HISTORY     - Date     Condition        Report By
 BS1317  HISTORY     - 1984     MONUMENTED       GADT
 BS1317
 BS1317                          STATION DESCRIPTION
 BS1317
 BS1317'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1317'THE STATION IS LOCATED ABOUT 13.6 KM (8.45 MI) WEST-SOUTHWEST FROM
 BS1317'GLENNVILLE, 21.65 KM (13.45 MI) SOUTH-SOUTHEAST FROM REIDSVILLE, AND
 BS1317'26.3 KM (16.35 MI) NORTH FROM ODUM.  OWNERSHIP--STATE RIGHT OF WAY.
 BS1317'
 BS1317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301, 25, AND
 BS1317'STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG STATE ROUTES 23
 BS1317'AND 144 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE ROUTE 144
 BS1317'FORKING TO THE LEFT.  TURN LEFT GOING WEST ALONG STATE ROUTE 144
 BS1317'FOR 6.3 KM (3.9 MI) TO A BRIDGE OVER WATERMELON CREEK.  CONTINUE
 BS1317'GOING WEST ALONG STATE ROUTE 144 FOR 3.55 KM (2.2 MI) TO THE SMALL
 BS1317'COMMUNITY OF TISON AND THE JUNCTION OF STATE ROUTES 121 AND 169.
 BS1317'TURN LEFT GOING SOUTHWEST ALONG STATE ROUTES 144, 121, AND 169 FOR
 BS1317'1.6 KM (1 MI) TO THE JUNCTION OF STATE ROUTE 178 TO THE RIGHT.
 BS1317'CONTINUE GOING SOUTHWEST ALONG STATE ROUTES 121, 144, AND 169 FOR
 BS1317'1.3 KM (0.8 MI) TO THE STATION ON THE LEFT.
 BS1317'
 BS1317'THE STATION IS A STANDARD GADT DISK
 BS1317'STAMPED---132-204 1984 AZ MK---,
 BS1317'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1317'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1317'IT IS LOCATED
 BS1317'6.28 METERS (20.6 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BS1317'HIGHWAY,
 BS1317'13.38 METERS (43.9 FT) NORTHEAST FROM MILE POST NO 4,
 BS1317'AND 0.73 METER (2.4 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BS1317'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1317'STAMPED---132-204 1984 AZ MK---,
 BS1317'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1317'
 BS1317'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BS1317'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BS1317'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1318 ***********************************************************************
 BS1318  DESIGNATION -  BV 132 205
 BS1318  PID         -  BS1318
 BS1318  STATE/COUNTY-  GA/TATTNALL
 BS1318  USGS QUAD   -  TISON (1988)
 BS1318
 BS1318                         *CURRENT SURVEY CONTROL
 BS1318  ___________________________________________________________________
 BS1318* NAD 83(1994)-  31 57 19.62929(N)    082 00 01.29013(W)     ADJUSTED  
 BS1318* NAVD 88     -        53.4    (meters)     175.     (feet)  VERTCON   
 BS1318  ___________________________________________________________________
 BS1318  X           -     753,824.596 (meters)                     COMP
 BS1318  Y           -  -5,363,984.145 (meters)                     COMP
 BS1318  Z           -   3,356,253.843 (meters)                     COMP
 BS1318  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 BS1318  ELLIP HEIGHT-          23.68  (meters)          (09/03/97) GPS OBS
 BS1318  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 BS1318
 BS1318  HORZ ORDER  -  FIRST
 BS1318  ELLP ORDER  -  FOURTH    CLASS II
 BS1318
 BS1318.The horizontal coordinates were established by GPS observations
 BS1318.and adjusted by the National Geodetic Survey in September 1997..
 BS1318
 BS1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1318
 BS1318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1318
 BS1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1318
 BS1318.The ellipsoidal height was determined by GPS observations
 BS1318.and is referenced to NAD 83.
 BS1318
 BS1318.The geoid height was determined by GEOID03.
 BS1318
 BS1318;                    North         East     Units Scale Factor Converg.
 BS1318;SPC GA E     -   216,789.728   215,721.024   MT  0.99990305   +0 05 16.9
 BS1318;SPC GA E     -   711,250.97    707,744.73   sFT  0.99990305   +0 05 16.9
 BS1318;UTM  17      - 3,535,934.783   405,463.020   MT  0.99971022   -0 31 46.2
 BS1318
 BS1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1318!SPC GA E     -   0.99999628  x   0.99990305  =   0.99989933
 BS1318!UTM  17      -   0.99999628  x   0.99971022  =   0.99970650
 BS1318
 BS1318|---------------------------------------------------------------------|
 BS1318| PID    Reference Object                     Distance      Geod. Az  |
 BS1318|                                                           dddmmss.s |
 BS1318| CS9229 BV 132 205 RM 1                      25.482 METERS 12614     |
 BS1318| BS1319 BV 132 205 AZ MK                    APPROX. 0.7 KM 2431304.9 |
 BS1318|---------------------------------------------------------------------|
 BS1318
 BS1318                          SUPERSEDED SURVEY CONTROL
 BS1318
 BS1318  NAD 83(1986)-  31 57 19.62786(N)    082 00 01.28808(W) AD(       ) 1
 BS1318  NGVD 29 (09/27/88)   53.6    (m)          176.     (f) GPS OBS        
 BS1318
 BS1318.Superseded values are not recommended for survey control.
 BS1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1318.See file dsdata.txt to determine how the superseded data were derived.
 BS1318
 BS1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0546335935(NAD 83)
 BS1318_MARKER: DD = SURVEY DISK
 BS1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1318+STABILITY: SURFACE MOTION
 BS1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1318+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1987
 BS1318
 BS1318  HISTORY     - Date     Condition        Report By
 BS1318  HISTORY     - 1984     MONUMENTED       GADT
 BS1318  HISTORY     - 19851003 GOOD
 BS1318  HISTORY     - 19870105 GOOD
 BS1318
 BS1318                          STATION DESCRIPTION
 BS1318
 BS1318'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1318'THE STATION IS LOCATED ABOUT 7.41 KM (4.6 MI) WEST-NORTHWEST FROM
 BS1318'GLENNVILLE, 18.1 KM (11.25 MI) SOUTHEAST FROM REIDSVILLE, AND
 BS1318'32.6 KM (20.25 MI) NORTH FROM ODUM.
 BS1318'OWNERSHIP--STATE RIGHT OF WAY.
 BS1318'
 BS1318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BS1318'AND STATE ROUTES 23, 144 IN GLENNVILLE, GO WEST ALONG STATE ROUTES
 BS1318'23 AND 144 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE ROUTE 144
 BS1318'FORKING TO THE LEFT AT A CAUTION LIGHT.  TURN LEFT GOING WEST ALONG
 BS1318'STATE ROUTE 144 FOR 4.85 KM (3 MI) TO THE JUNCTION OF COUNTY ROAD
 BS1318'276 TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 276
 BS1318'FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF STATE ROUTE 169 AND THE
 BS1318'STATION ON THE RIGHT.
 BS1318'
 BS1318'THE STATION IS A STANDARD GADT DISK
 BS1318'STAMPED---132-205 1984---,
 BS1318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BS1318'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1318'IT IS LOCATED
 BS1318'2.16 METERS (7.1 FT) SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 BS1318'CABLE PEDESTAL,
 BS1318'11.67 METERS (38.3 FT) NORTHWEST FROM THE CENTERLINE OF THE
 BS1318'HIGHWAY,
 BS1318'12.41 METERS (40.7 FT) EAST-NORTHEAST FROM THE CENTERLINE OF COUNTY
 BS1318'ROAD 276,
 BS1318'30.21 METERS (99.10 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER
 BS1318'OF A BRICK HOUSE, AND
 BS1318'THERE IS NO WITNESS POST.
 BS1318'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1318'STAMPED---132-205 1984---,
 BS1318'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1318'OF THE GROUND.
 BS1318'
 BS1318'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1318'STAMPED---132-205 1984 RM 1---,
 BS1318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1318'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1318'IT IS LOCATED
 BS1318'11.19 METERS (36.7 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 BS1318'HIGHWAY,
 BS1318'13.62 METERS (44.7 FT) NORTHEAST FROM THE CENTERLINE OF THE COUNTY
 BS1318'ROAD,
 BS1318'2.26 METERS (7.4 FT) EAST-NORTHEAST FROM A POWER POLE NUMBER 575,
 BS1318'AND 0.82 METER (2.7 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BS1318'
 BS1318'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1318'STAMPED---132-205 1984 AZ MK---,
 BS1318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1318'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1318'IT IS LOCATED
 BS1318'6.07 METERS (19.9 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1318'21.88 METERS (71.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 BS1318'COUNTY ROAD,
 BS1318'7.1 METERS (23.3 FT) SOUTH-SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 BS1318'CABLE PEDESTAL,
 BS1318'14.02 METERS (46 FT) SOUTHEAST FROM A POWER POLE, AND
 BS1318'0.88 METER (2.9 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BS1318'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1318'STAMPED---132-205 1984 AZ MK---,
 BS1318'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1318'OF THE GROUND.
 BS1318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG STATE
 BS1318'ROUTE 169 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF COUNTY ROAD 287
 BS1318'AND THE AZIMUTH MARK ON THE RIGHT.
 BS1318'
 BS1318'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1318'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BS1318'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 BS1318
 BS1318                          STATION RECOVERY (1985)
 BS1318
 BS1318'RECOVERED 1985
 BS1318'RECOVERED IN GOOD CONDITION.
 BS1318
 BS1318                          STATION RECOVERY (1987)
 BS1318
 BS1318'RECOVERED 1987
 BS1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1319 ***********************************************************************
 BS1319  DESIGNATION -  BV 132 205 AZ MK
 BS1319  PID         -  BS1319
 BS1319  STATE/COUNTY-  GA/TATTNALL
 BS1319  USGS QUAD   -  TISON (1988)
 BS1319
 BS1319                         *CURRENT SURVEY CONTROL
 BS1319  ___________________________________________________________________
 BS1319* NAD 83(1994)-  31 57 09.44441(N)    082 00 24.95556(W)     ADJUSTED  
 BS1319* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 BS1319  ___________________________________________________________________
 BS1319  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 BS1319  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 BS1319
 BS1319  HORZ ORDER  -  SECOND
 BS1319
 BS1319.The horizontal coordinates were established by classical geodetic methods
 BS1319.and adjusted by the National Geodetic Survey in September 1997..
 BS1319.No horizontal observational check was made to the station.
 BS1319
 BS1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1319
 BS1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1319
 BS1319.The geoid height was determined by GEOID03.
 BS1319
 BS1319;                    North         East     Units Scale Factor Converg.
 BS1319;SPC GA E     -   216,475.112   215,100.076   MT  0.99990281   +0 05 04.3
 BS1319;SPC GA E     -   710,218.76    705,707.50   sFT  0.99990281   +0 05 04.3
 BS1319;UTM  17      - 3,535,626.937   404,838.837   MT  0.99971168   -0 31 58.5
 BS1319
 BS1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1319!SPC GA E     -   0.99999625  x   0.99990281  =   0.99989906
 BS1319!UTM  17      -   0.99999625  x   0.99971168  =   0.99970793
 BS1319
 BS1319                          SUPERSEDED SURVEY CONTROL
 BS1319
 BS1319  NAD 83(1986)-  31 57 09.44360(N)    082 00 24.95386(W) AD(       ) 2
 BS1319  NGVD 29 (09/27/88)   53.5    (m)          176.     (f) VERT ANG       
 BS1319
 BS1319.Superseded values are not recommended for survey control.
 BS1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1319.See file dsdata.txt to determine how the superseded data were derived.
 BS1319
 BS1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0483935627(NAD 83)
 BS1319_MARKER: DD = SURVEY DISK
 BS1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1319+STABILITY: SURFACE MOTION
 BS1319
 BS1319  HISTORY     - Date     Condition        Report By
 BS1319  HISTORY     - 1984     MONUMENTED       GADT
 BS1319
 BS1319                          STATION DESCRIPTION
 BS1319
 BS1319'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1319'THE STATION IS LOCATED ABOUT 7.41 KM (4.6 MI) WEST-NORTHWEST FROM
 BS1319'GLENNVILLE, 18.1 KM (11.25 MI) SOUTHEAST FROM REIDSVILLE, AND 32.6
 BS1319'KM (20.25 MI) NORTH FROM ODUM.  OWNERSHIP--STATE RIGHT OF WAY.
 BS1319'
 BS1319'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BS1319'AND STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG STATE
 BS1319'ROUTES 23 AND 144 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE
 BS1319'ROUTE 144 FORKING TO THE LEFT AT A CAUTION LIGHT.  TURN LEFT GOING
 BS1319'WEST ALONG STATE ROUTE 144 FOR 4.85 KM (3 MI) TO THE JUNCTION OF
 BS1319'COUNTY ROAD 276 TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG
 BS1319'COUNTY ROAD 276 FOR 3.7 KM (2.3 MI) TO THE JUNCTION OF STATE ROUTE
 BS1319'169.  TURN LEFT GOING SOUTHWEST ALONG STATE ROUTE 169 FOR 0.65 KM
 BS1319'(0.4 MI) TO THE JUNCTION OF COUNTY ROAD 287 AND THE STATION ON THE
 BS1319'RIGHT.
 BS1319'
 BS1319'THE STATION IS A STANDARD GADT DISK
 BS1319'STAMPED---132-205 1984 AZ MK---,
 BS1319'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1319'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1319'IT IS LOCATED
 BS1319'6.07 METERS (19.9 FT) NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1319'21.88 METERS (71.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 BS1319'COUNTY ROAD,
 BS1319'7.1 METERS (23.3 FT) SOUTH-SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 BS1319'CABLE PEDESTAL,
 BS1319'14.02 METERS (46 FT) SOUTHEAST FROM A POWER POLE, AND
 BS1319'0.88 METER (2.9 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BS1319'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1319'STAMPED---132-205 1984 AZ MK---,
 BS1319'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1319'
 BS1319'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BS1319'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BS1319'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0930 ***********************************************************************
 BR0930  DESIGNATION -  BV 132 206
 BR0930  PID         -  BR0930
 BR0930  STATE/COUNTY-  GA/TATTNALL
 BR0930  USGS QUAD   -  GLENNVILLE (1973)
 BR0930
 BR0930                         *CURRENT SURVEY CONTROL
 BR0930  ___________________________________________________________________
 BR0930* NAD 83(1994)-  31 55 25.42128(N)    081 53 31.04464(W)     ADJUSTED  
 BR0930* NAVD 88     -        45.3    (meters)     149.     (feet)  VERTCON   
 BR0930  ___________________________________________________________________
 BR0930  X           -     764,233.202 (meters)                     COMP
 BR0930  Y           -  -5,364,383.874 (meters)                     COMP
 BR0930  Z           -   3,353,264.294 (meters)                     COMP
 BR0930  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 BR0930  ELLIP HEIGHT-          15.51  (meters)          (09/03/97) GPS OBS
 BR0930  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 BR0930
 BR0930  HORZ ORDER  -  FIRST
 BR0930  ELLP ORDER  -  FOURTH    CLASS II
 BR0930
 BR0930.The horizontal coordinates were established by GPS observations
 BR0930.and adjusted by the National Geodetic Survey in September 1997..
 BR0930
 BR0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0930
 BR0930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0930
 BR0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0930
 BR0930.The ellipsoidal height was determined by GPS observations
 BR0930.and is referenced to NAD 83.
 BR0930
 BR0930.The geoid height was determined by GEOID03.
 BR0930
 BR0930;                    North         East     Units Scale Factor Converg.
 BR0930;SPC GA E     -   213,293.146   225,977.106   MT  0.99990832   +0 08 43.0
 BR0930;SPC GA E     -   699,779.26    741,393.22   sFT  0.99990832   +0 08 43.0
 BR0930;UTM  17      - 3,532,328.666   415,678.727   MT  0.99968769   -0 28 18.1
 BR0930
 BR0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0930!SPC GA E     -   0.99999756  x   0.99990832  =   0.99990588
 BR0930!UTM  17      -   0.99999756  x   0.99968769  =   0.99968526
 BR0930
 BR0930:                Primary Azimuth Mark                     Grid Az
 BR0930:SPC GA E     -  BV 132 206 AZ MK                         086 50 31.8
 BR0930:UTM  17      -  BV 132 206 AZ MK                         087 27 32.9
 BR0930
 BR0930|---------------------------------------------------------------------|
 BR0930| PID    Reference Object                     Distance      Geod. Az  |
 BR0930|                                                           dddmmss.s |
 BR0930| BR0931 BV 132 206 AZ MK                    APPROX. 0.6 KM 0865914.8 |
 BR0930| CS9230 BV 132 206 RM 1                      15.034 METERS 35948     |
 BR0930|---------------------------------------------------------------------|
 BR0930
 BR0930                          SUPERSEDED SURVEY CONTROL
 BR0930
 BR0930  NAD 83(1986)-  31 55 25.42549(N)    081 53 31.04847(W) AD(       ) 1
 BR0930  NGVD 29 (09/27/88)   45.5    (m)          149.     (f) GPS OBS        
 BR0930
 BR0930.Superseded values are not recommended for survey control.
 BR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0930.See file dsdata.txt to determine how the superseded data were derived.
 BR0930
 BR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1567932329(NAD 83)
 BR0930_MARKER: DD = SURVEY DISK
 BR0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0930+STABILITY: SURFACE MOTION
 BR0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0930+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1985
 BR0930
 BR0930  HISTORY     - Date     Condition        Report By
 BR0930  HISTORY     - 1984     MONUMENTED       GADT
 BR0930  HISTORY     - 19850905 GOOD
 BR0930
 BR0930                          STATION DESCRIPTION
 BR0930
 BR0930'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0930'THE STATION IS LOCATED ABOUT 3.85 KM (2.4 MI) EAST-SOUTHEAST FROM
 BR0930'GLENNVILLE, 27.2 KM (16.9 MI) NORTH-NORTHWEST FROM LUDOWICI, AND
 BR0930'31.55 KM (19.6 MI) NORTH-NORTHEAST FROM ODUM.
 BR0930'OWNERSHIP--STATE RIGHT OF WAY.
 BR0930'
 BR0930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BR0930'AND STATE ROUTES 23 AND 144 IN GLENNVILLE, GO EAST-SOUTHEAST ALONG
 BR0930'STATE ROUTE 144 FOR 2 KM (1.25 MI) TO THE GEORGIA NATIONAL GUARD
 BR0930'ARMORY ON THE RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE
 BR0930'ROUTE 144 FOR 1.75 KM (1.1 MI) TO THE STATION ON THE RIGHT AT THE
 BR0930'SIGHT OF TWO TANKS FROM THE NATURAL GAS COMPANY SHAPED AS HOT DOGS.
 BR0930'
 BR0930'THE STATION IS A STANDARD GADT DISK
 BR0930'STAMPED---132-206 1984---,
 BR0930'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0930'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0930'IT IS LOCATED
 BR0930'9.57 METERS (31.4 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0930'42.37 METERS (139 FT) NORTH FROM A POWER POLE,
 BR0930'9.36 METERS (30.7 FT) EAST FROM A 30 INCH CONCRETE PIPE UNDER
 BR0930'THE HIGHWAY,
 BR0930'6.43 METERS (21.1 FT) WEST FROM THE CENTERLINE OF A DIRT DRIVEWAY
 BR0930'TO THE SOUTH, AND
 BR0930'1.77 METERS (5.8 FT) SOUTH FROM A METAL WITNESS POST SET AT A MAIL
 BR0930'BOX FOR S.A. FRIES.
 BR0930'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0930'STAMPED---132-206 1984---,
 BR0930'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0930'OF THE GROUND.
 BR0930'
 BR0930'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0930'STAMPED---132-206 1984 RM 1---,
 BR0930'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0930'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0930'IT IS LOCATED
 BR0930'5.43 METERS (17.8 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0930'9.14 METERS (30 FT) EAST FROM A 30 INCH CONCRETE PIPE UNDER THE
 BR0930'HIGHWAY, AND
 BR0930'0.98 METER (3.2 FT) WEST FROM A METAL WITNESS POST.
 BR0930'
 BR0930'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0930'STAMPED---132-206 1984 AZ MK---,
 BR0930'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0930'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0930'IT IS LOCATED
 BR0930'5.15 METERS (16.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0930'16.82 METERS (55.2 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A 24
 BR0930'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH,
 BR0930'AND 0.73 METER (2.4 FT) EAST FROM A METAL WITNESS POST.
 BR0930'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0930'STAMPED---132-206 1984 AZ MK---,
 BR0930'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0930'OF THE GROUND.
 BR0930'TO REACH THE AZIMUTH MARK FROM THE STTATION, GO SOUTHEAST ALONG
 BR0930'STATE ROUTE 144 FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK ON THE
 BR0930'RIGHT.
 BR0930'
 BR0930'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0930'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BR0930'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 BR0930
 BR0930                          STATION RECOVERY (1985)
 BR0930
 BR0930'RECOVERED 1985
 BR0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0931 ***********************************************************************
 BR0931  DESIGNATION -  BV 132 206 AZ MK
 BR0931  PID         -  BR0931
 BR0931  STATE/COUNTY-  GA/TATTNALL
 BR0931  USGS QUAD   -  GLENNVILLE (1973)
 BR0931
 BR0931                         *CURRENT SURVEY CONTROL
 BR0931  ___________________________________________________________________
 BR0931* NAD 83(1994)-  31 55 26.43147(N)    081 53 08.52595(W)     ADJUSTED  
 BR0931* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 BR0931  ___________________________________________________________________
 BR0931  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 BR0931  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 BR0931
 BR0931  HORZ ORDER  -  SECOND
 BR0931
 BR0931.The horizontal coordinates were established by classical geodetic methods
 BR0931.and adjusted by the National Geodetic Survey in September 1997..
 BR0931.No horizontal observational check was made to the station.
 BR0931
 BR0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0931
 BR0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0931
 BR0931.The geoid height was determined by GEOID03.
 BR0931
 BR0931;                    North         East     Units Scale Factor Converg.
 BR0931;SPC GA E     -   213,325.775   226,568.531   MT  0.99990870   +0 08 54.9
 BR0931;SPC GA E     -   699,886.31    743,333.59   sFT  0.99990870   +0 08 54.9
 BR0931;UTM  17      - 3,532,354.919   416,270.338   MT  0.99968646   -0 28 06.2
 BR0931
 BR0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0931!SPC GA E     -   0.99999954  x   0.99990870  =   0.99990824
 BR0931!UTM  17      -   0.99999954  x   0.99968646  =   0.99968600
 BR0931
 BR0931                          SUPERSEDED SURVEY CONTROL
 BR0931
 BR0931  NAD 83(1986)-  31 55 26.43512(N)    081 53 08.52972(W) AD(       ) 2
 BR0931  NGVD 29 (09/27/88)   32.8    (m)          108.     (f) VERT ANG       
 BR0931
 BR0931.Superseded values are not recommended for survey control.
 BR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0931.See file dsdata.txt to determine how the superseded data were derived.
 BR0931
 BR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1627032355(NAD 83)
 BR0931_MARKER: DD = SURVEY DISK
 BR0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0931+STABILITY: SURFACE MOTION
 BR0931
 BR0931  HISTORY     - Date     Condition        Report By
 BR0931  HISTORY     - 1984     MONUMENTED       GADT
 BR0931
 BR0931                          STATION DESCRIPTION
 BR0931
 BR0931'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0931'THE STATION IS LOCATED ABOUT 3.85 KM (2.4 MI) EAST-SOUTHEAST FROM
 BR0931'GLENNVILLE, 27.2 KM (16.9 MI) NORTH-NORTHWEST FROM LUDOWICI, AND
 BR0931'31.55 KM (19.6 MI) NORTH-NORTHEAST FROM ODUM.
 BR0931'OWNERSHIP--STATE RIGHT OF WAY.
 BR0931'
 BR0931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BR0931'AND STATE ROUTES 23 AND 144 IN GLENNVILLE, GO EAST-SOUTHEAST ALONG
 BR0931'STATE ROUTE 144 FOR 2 KM (1.25 MI) TO THE GEORGIA NATIONAL GUARD
 BR0931'ARMORY ON THE RIGHT.  CONTINUE GOING EAST-SOUTHEAST ALONG STATE
 BR0931'ROUTE 144 FOR 2.3 KM (1.45 MI) TO THE STATION ON THE RIGHT.
 BR0931'
 BR0931'THE STATION IS A STANDARD GADT DISK
 BR0931'STAMPED---132-206 1984 AZ MK---,
 BR0931'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0931'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0931'IT IS LOCATED
 BR0931'5.15 METERS (16.9 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 BR0931'16.82 METERS (55.2 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A 24
 BR0931'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE NORTH,
 BR0931'AND 0.73 METER (2.4 FT) EAST FROM A METAL WITNESS POST.
 BR0931'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0931'STAMPED---132-206 1984 AZ MK---,
 BR0931'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0931'
 BR0931'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BR0931'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BR0931'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0932 ***********************************************************************
 BR0932  DESIGNATION -  BV 132 207
 BR0932  PID         -  BR0932
 BR0932  STATE/COUNTY-  GA/TATTNALL
 BR0932  USGS QUAD   -  GLENNVILLE SW (1973)
 BR0932
 BR0932                         *CURRENT SURVEY CONTROL
 BR0932  ___________________________________________________________________
 BR0932* NAD 83(1994)-  31 51 59.12816(N)    081 55 57.85562(W)     ADJUSTED  
 BR0932* NAVD 88     -        25.28   (+/-2cm)      82.9    (feet)  VERTCON   
 BR0932  ___________________________________________________________________
 BR0932  X           -     760,883.651 (meters)                     COMP
 BR0932  Y           -  -5,368,233.935 (meters)                     COMP
 BR0932  Z           -   3,347,859.103 (meters)                     COMP
 BR0932  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 BR0932  ELLIP HEIGHT-          -4.24  (meters)          (09/03/97) GPS OBS
 BR0932  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 BR0932
 BR0932  HORZ ORDER  -  FIRST
 BR0932  VERT ORDER  -  THIRD (See Below)
 BR0932  ELLP ORDER  -  FOURTH    CLASS II
 BR0932
 BR0932.The horizontal coordinates were established by GPS observations
 BR0932.and adjusted by the National Geodetic Survey in September 1997..
 BR0932
 BR0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0932.The vertical order pertains to the NGVD 29 superseded value.
 BR0932
 BR0932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0932
 BR0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0932
 BR0932.The ellipsoidal height was determined by GPS observations
 BR0932.and is referenced to NAD 83.
 BR0932
 BR0932.The geoid height was determined by GEOID03.
 BR0932
 BR0932;                    North         East     Units Scale Factor Converg.
 BR0932;SPC GA E     -   206,930.593   222,134.486   MT  0.99990604   +0 07 24.6
 BR0932;SPC GA E     -   678,904.79    728,786.23   sFT  0.99990604   +0 07 24.6
 BR0932;UTM  17      - 3,526,009.185   411,768.717   MT  0.99969601   -0 29 32.9
 BR0932
 BR0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0932!SPC GA E     -   1.00000067  x   0.99990604  =   0.99990671
 BR0932!UTM  17      -   1.00000067  x   0.99969601  =   0.99969668
 BR0932
 BR0932|---------------------------------------------------------------------|
 BR0932| PID    Reference Object                     Distance      Geod. Az  |
 BR0932|                                                           dddmmss.s |
 BR0932| BR0878 311 TT 30 E                          80.910 METERS 19016     |
 BR0932| BR0933 BV 132 207 AZ MK                    APPROX. 1.1 KM 3493430.7 |
 BR0932| BR0809 T 84                                227.289 METERS 35005     |
 BR0932| CS9231 BV 132 207 RM 1                      27.284 METERS 35113     |
 BR0932|---------------------------------------------------------------------|
 BR0932
 BR0932                          SUPERSEDED SURVEY CONTROL
 BR0932
 BR0932  NAD 83(1986)-  31 51 59.13281(N)    081 55 57.85986(W) AD(       ) 1
 BR0932  NGVD 29 (09/27/88)   25.53   (m)           83.8    (f) LEVELING    3  
 BR0932
 BR0932.Superseded values are not recommended for survey control.
 BR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0932.See file dsdata.txt to determine how the superseded data were derived.
 BR0932
 BR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1176926009(NAD 83)
 BR0932_MARKER: DD = SURVEY DISK
 BR0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0932+STABILITY: SURFACE MOTION
 BR0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0932+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1985
 BR0932
 BR0932  HISTORY     - Date     Condition        Report By
 BR0932  HISTORY     - 1984     MONUMENTED       GADT
 BR0932  HISTORY     - 19850911 GOOD
 BR0932
 BR0932                          STATION DESCRIPTION
 BR0932
 BR0932'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0932'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) SOUTH FROM
 BR0932'GLENNVILLE, 25.3 KM (15.7 MI) NORTHWEST FROM LUDOWICI, AND 29.8 KM
 BR0932'(18.5 MI) SOUTHEAST FROM REIDSVILLE.
 BR0932'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0932'
 BR0932'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 144 EAST,
 BR0932'U.S. HIGHWAYS 301, 25, (STATE ROUTE 23) SOUTH AND STATE ROUTE 23
 BR0932'NORTHWEST IN GLENNVILLE, GO SOUTH ALONG U.S. HIGHWAYS 25, 301,
 BR0932'(STATE ROUTE 23) FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF STATE
 BR0932'ROUTE 196 FORKING TO THE LEFT.  CONTINUE GOING SOUTH ALONG U.S.
 BR0932'HIGHWAYS 301, 25, (STATE ROUTE 23) FOR 3.2 KM (2 MI) TO THE
 BR0932'JUNCTION OF DIRT COUNTY ROAD 328 CROSSING.  CONTINUE GOING SOUTH
 BR0932'ALONG U.S. HIGHWAYS 25, 301, (STATE ROUTE 23) FOR 0.7 KM (0.45 MI)
 BR0932'TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT AND THE AZIMUTH MARK ON
 BR0932'THE RIGHT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAY 301 FOR 0.55 KM
 BR0932'(0.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 329 TO THE LEFT, AND
 BR0932'DIRT
 BR0932'COUNTY ROAD 329 TO THE RIGHT, AND BENCH MARK T 84 ITS AT  A CULVERT
 BR0932'UNDERNEATH THE HIGHWAY ABOUT 55 METERS AHEAD.  CONTINUE
 BR0932'GOING SOUTH ALONG U.S. HIGHWAYS 25, 301, (STATE ROUTE 23) FOR
 BR0932'0.55 KM (0.35 MI) TO THE STATION ON THE LEFT IN AN AREA WITH NO
 BR0932'DITCH.
 BR0932'
 BR0932'THE STATION IS A STANDARD GADT DISK
 BR0932'STAMPED---132-207 1984---,
 BR0932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0932'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BR0932'IT IS LOCATED
 BR0932'11.74 METERS (38.5 FT) EAST FROM THE CENTERLINE OF THE HIGHWAYS,
 BR0932'22.1 METERS (72.5 FT) NORTH-NORTHWEST FROM A POWER POLE,
 BR0932'29 METERS (98 FT) SOUTH FROM THE NORTH END OF A METAL CULVERT
 BR0932'UNDER THE WIDE DRIVEWAY TO THE EAST, AND
 BR0932'0.73 METER (2.4 FT) WEST FROM A METAL WITNESS POST.
 BR0932'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0932'STAMPED---132-207 1984---,
 BR0932'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0932'OF THE GROUND.
 BR0932'
 BR0932'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0932'STAMPED---132-207 1984 RM 1---,
 BR0932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0932'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0932'IT IS LOCATED
 BR0932'12 METERS (39.5 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0932'2.5 METERS (8.2 FT) SOUTH FROM THE NORTH END OF THE METAL CULVERT
 BR0932'UNDER THE DRIVEWAY TO THE EAST, AND
 BR0932'0.61 METER (2 FT) SOUTH FROM A METAL WITNESS POST.
 BR0932'
 BR0932'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0932'STAMPED---132-207 1984 AZ MK---,
 BR0932'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0932'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BR0932'IT IS LOCATED
 BR0932'9.3 METERS (30.5 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0932'3.0 METERS (10 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 BR0932'PARAPET ON THE WEST END OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 BR0932'AND 0.7 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 BR0932'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0932'STAMPED---132-207 1984 AZ MK---,
 BR0932'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0932'OF THE GROUND.
 BR0932'
 BR0932'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0932'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BR0932'1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B. KNIGHT.
 BR0932
 BR0932                          STATION RECOVERY (1985)
 BR0932
 BR0932'RECOVERED 1985
 BR0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0933 ***********************************************************************
 BR0933  DESIGNATION -  BV 132 207 AZ MK
 BR0933  PID         -  BR0933
 BR0933  STATE/COUNTY-  GA/TATTNALL
 BR0933  USGS QUAD   -  GLENNVILLE (1973)
 BR0933
 BR0933                         *CURRENT SURVEY CONTROL
 BR0933  ___________________________________________________________________
 BR0933* NAD 83(1994)-  31 52 35.66178(N)    081 56 05.73258(W)     ADJUSTED  
 BR0933* NAVD 88     -        29.0    (meters)      95.     (feet)  VERTCON   
 BR0933  ___________________________________________________________________
 BR0933  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 BR0933  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 BR0933
 BR0933  HORZ ORDER  -  SECOND
 BR0933
 BR0933.The horizontal coordinates were established by classical geodetic methods
 BR0933.and adjusted by the National Geodetic Survey in September 1997..
 BR0933
 BR0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0933
 BR0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0933
 BR0933.The geoid height was determined by GEOID03.
 BR0933
 BR0933;                    North         East     Units Scale Factor Converg.
 BR0933;SPC GA E     -   208,055.322   221,925.048   MT  0.99990593   +0 07 20.6
 BR0933;SPC GA E     -   682,594.84    728,099.09   sFT  0.99990593   +0 07 20.6
 BR0933;UTM  17      - 3,527,135.865   411,571.426   MT  0.99969644   -0 29 37.5
 BR0933
 BR0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0933!SPC GA E     -   1.00000009  x   0.99990593  =   0.99990602
 BR0933!UTM  17      -   1.00000009  x   0.99969644  =   0.99969653
 BR0933
 BR0933                          SUPERSEDED SURVEY CONTROL
 BR0933
 BR0933  NAD 83(1986)-  31 52 35.66660(N)    081 56 05.73560(W) AD(       ) 2
 BR0933  NGVD 29 (09/27/88)   29.2    (m)           96.     (f) VERT ANG       
 BR0933
 BR0933.Superseded values are not recommended for survey control.
 BR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0933.See file dsdata.txt to determine how the superseded data were derived.
 BR0933
 BR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1157127136(NAD 83)
 BR0933_MARKER: DD = SURVEY DISK
 BR0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0933+STABILITY: SURFACE MOTION
 BR0933
 BR0933  HISTORY     - Date     Condition        Report By
 BR0933  HISTORY     - 1984     MONUMENTED       GADT
 BR0933
 BR0933                          STATION DESCRIPTION
 BR0933
 BR0933'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0933'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) SOUTH FROM GLENNVILLE,
 BR0933'25.3 KM (15.7 MI) NORTHWEST FROM LUDOWICI, AND 29.8 KM (18.5 MI)
 BR0933'SOUTHEAST FROM REIDSVILLE.  OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0933'
 BR0933'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 144 EAST, U.S.
 BR0933'HIGHWAYS 301,25 (STATE ROUTE 23) SOUTH, AND STATE ROUTE 23
 BR0933'NORTHWEST IN GLENNVILLE, GO SOUTHALONG U.S. HIGHWAYS 25, 301 (STATE
 BR0933'ROUTE 23) FOR 2.1 KM (1.3 MI) TO THE JUNCTION OF STATE ROUTE 196
 BR0933'FORKING TO THE LEFT.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAYS 301,
 BR0933'25, (STATE ROUTE 23) FOR 3.2 KM (2 MI) TO THE JUNCTION OF DIRT
 BR0933'COUNTY ROAD 328 CROSSING.  CONTINUE GOING SOUTH ALONG U.S. HIGHWAYS
 BR0933'301, 25 (STATE ROUTE 23) FOR 0.7 KM (0.45 MI) TO THE JUNCTION OF A
 BR0933'FIELD ROAD TO THE RIGHT AND THE STATION ON THE RIGHT.
 BR0933'
 BR0933'THE STATION IS A STANDARD GADT DISK
 BR0933'STAMPED---132-207 1984 AZ MK---,
 BR0933'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0933'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BR0933'IT IS LOCATED
 BR0933'9.3 METERS (30.5 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0933'3 METERS (10 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE PARAPET
 BR0933'ON THE WEST END OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND
 BR0933'0.7 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 BR0933'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0933'STAMPED---132-207 1984 AZ MK---,
 BR0933'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0933'
 BR0933'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BR0933'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B.
 BR0933'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4263 ***********************************************************************
 CK4263  DESIGNATION -  BV 132 208
 CK4263  PID         -  CK4263
 CK4263  STATE/COUNTY-  GA/TATTNALL
 CK4263  USGS QUAD   -  DEANS CROSSING (1975)
 CK4263
 CK4263                         *CURRENT SURVEY CONTROL
 CK4263  ___________________________________________________________________
 CK4263* NAD 83(1994)-  32 00 03.31840(N)    081 58 20.08522(W)     ADJUSTED  
 CK4263* NAVD 88     -        54.5    (meters)     179.     (feet)  VERTCON   
 CK4263  ___________________________________________________________________
 CK4263  X           -     756,083.609 (meters)                     COMP
 CK4263  Y           -  -5,360,970.572 (meters)                     COMP
 CK4263  Z           -   3,360,531.273 (meters)                     COMP
 CK4263  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CK4263  ELLIP HEIGHT-          24.83  (meters)          (09/03/97) GPS OBS
 CK4263  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CK4263
 CK4263  HORZ ORDER  -  FIRST
 CK4263  ELLP ORDER  -  FOURTH    CLASS II
 CK4263
 CK4263.The horizontal coordinates were established by GPS observations
 CK4263.and adjusted by the National Geodetic Survey in September 1997..
 CK4263
 CK4263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4263
 CK4263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4263
 CK4263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4263
 CK4263.The ellipsoidal height was determined by GPS observations
 CK4263.and is referenced to NAD 83.
 CK4263
 CK4263.The geoid height was determined by GEOID03.
 CK4263
 CK4263;                    North         East     Units Scale Factor Converg.
 CK4263;SPC GA E     -   221,835.581   218,369.424   MT  0.99990416   +0 06 10.9
 CK4263;SPC GA E     -   727,805.57    716,433.69   sFT  0.99990416   +0 06 10.9
 CK4263;UTM  17      - 3,540,950.796   408,165.151   MT  0.99970401   -0 30 54.9
 CK4263
 CK4263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4263!SPC GA E     -   0.99999610  x   0.99990416  =   0.99990026
 CK4263!UTM  17      -   0.99999610  x   0.99970401  =   0.99970011
 CK4263
 CK4263:                Primary Azimuth Mark                     Grid Az
 CK4263:SPC GA E     -  BV 132 208 AZ MK                         017 14 19.6
 CK4263:UTM  17      -  BV 132 208 AZ MK                         017 51 25.4
 CK4263
 CK4263|---------------------------------------------------------------------|
 CK4263| PID    Reference Object                     Distance      Geod. Az  |
 CK4263|                                                           dddmmss.s |
 CK4263| CK4264 BV 132 208 AZ MK                    APPROX. 0.5 KM 0172030.5 |
 CK4263| CK5621 BV 132 208 RM 1                      14.864 METERS 30612     |
 CK4263|---------------------------------------------------------------------|
 CK4263
 CK4263                          SUPERSEDED SURVEY CONTROL
 CK4263
 CK4263  NAD 83(1986)-  32 00 03.32120(N)    081 58 20.08659(W) AD(       ) 1
 CK4263  NGVD 29 (09/27/88)   54.7    (m)          179.     (f) GPS OBS        
 CK4263
 CK4263.Superseded values are not recommended for survey control.
 CK4263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4263.See file dsdata.txt to determine how the superseded data were derived.
 CK4263
 CK4263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0816540951(NAD 83)
 CK4263_MARKER: DD = SURVEY DISK
 CK4263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4263+STABILITY: SURFACE MOTION
 CK4263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4263+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1987
 CK4263
 CK4263  HISTORY     - Date     Condition        Report By
 CK4263  HISTORY     - 1984     MONUMENTED       GADT
 CK4263  HISTORY     - 19850904 GOOD
 CK4263  HISTORY     - 19870105 GOOD
 CK4263
 CK4263                          STATION DESCRIPTION
 CK4263
 CK4263'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 CK4263'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) NORTH-NORTHWEST FROM
 CK4263'GLENNVILLE, 16.65 KM (10.35 MI) SOUTHEAST FROM REIDSVILLE, AND
 CK4263'38 KM (23.6 MI) NORTH FROM ODUM.
 CK4263'OWNERSHIP--COUNTY RIGHT OF WAY.
 CK4263'
 CK4263'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 CK4263'AND STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG STATE
 CK4263'ROUTES 23 AND 144 FOR 1 KM (0.6 MI) TO THE JUNCTION OF STATE ROUTE
 CK4263'144 FORKING TO THE LEFT AT A CAUTION LIGHT.  CONTINUE GOING
 CK4263'NORTHWEST ALONG STATE ROUTE 23 FOR 0.1 KM (0.05 MI) TO THE
 CK4263'JUNCTION OF COUNTY ROAD 396 TO THE RIGHT.  TURN RIGHT GOING
 CK4263'NORTHEASTERLY ALONG COUNTY ROAD 396 FOR 8.2 KM (5.1 MI) TO THE
 CK4263'JUNCTION OF COUNTY ROAD 369 CROSSING AND THE STATION ON THE RIGHT.
 CK4263'
 CK4263'THE STATION IS A STANDARD GADT DISK
 CK4263'STAMPED---132-208 1984---,
 CK4263'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CK4263'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK4263'IT IS LOCATED
 CK4263'7.65 METERS (25.1 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF
 CK4263'COUNTY ROAD 369,
 CK4263'13.69 METERS (44.90 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK4263'COUNTY ROAD 396,
 CK4263'3.84 METERS (12.6 FT) WEST FROM AN UNDERGROUND TELEPHONE CABLE
 CK4263'PEDESTAL, AND
 CK4263'0.82 METER (2.7 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 CK4263'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK4263'STAMPED---132-208 1984---,
 CK4263'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE
 CK4263'SURFACE OF THE GROUND.
 CK4263'
 CK4263'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 CK4263'STAMPED---132-208 1984 RM 1---,
 CK4263'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4263'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK4263'IT IS LOCATED
 CK4263'6.58 METERS (21.6 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD 369,
 CK4263'16.52 METERS (54.2 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK4263'COUNTY ROAD 396,
 CK4263'8.35 METERS (27.4 FT) NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 CK4263'PEDESTAL, AND
 CK4263'0.76 METER (2.5 FT) SOUTH FROM A METAL WITNESS POST.
 CK4263'
 CK4263'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 CK4263'STAMPED---132-208 1984 AZ MK---,
 CK4263'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4263'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK4263'IT IS LOCATED
 CK4263'4.54 METERS (14.9 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK4263'ROAD,
 CK4263'24.08 METERS (79 FT) WEST-SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 CK4263'CABLE PEDESTAL,
 CK4263'36.64 METERS (120.2 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF
 CK4263'A BRICK HOUSE,
 CK4263'38.25 METERS (125.5 FT) WEST FROM THE NORTHEAST CORNER OF A BRICK
 CK4263'HOUSE, AND
 CK4263'0.76 METER (2.5 FT) SOUTH FROM A METAL WITNESS POST.
 CK4263'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 CK4263'STAMPED---132-208 1984 AZ MK---,
 CK4263'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK4263'OF THE GROUND.
 CK4263'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED GOING NORTHERLY
 CK4263'ALONG COUNTY ROAD 369 FOR 0.55 KM (0.35 MI) TO THE AZIMUTH MARK ON
 CK4263'THE LEFT.
 CK4263'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.50 METERS.
 CK4263'DESCRIBE BY P.R. MILTON.
 CK4263'
 CK4263'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 CK4263'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 CK4263'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 CK4263
 CK4263                          STATION RECOVERY (1985)
 CK4263
 CK4263'RECOVERED 1985
 CK4263'RECOVERED IN GOOD CONDITION.
 CK4263
 CK4263                          STATION RECOVERY (1987)
 CK4263
 CK4263'RECOVERED 1987
 CK4263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4264 ***********************************************************************
 CK4264  DESIGNATION -  BV 132 208 AZ MK
 CK4264  PID         -  CK4264
 CK4264  STATE/COUNTY-  GA/TATTNALL
 CK4264  USGS QUAD   -  DEANS CROSSING (1975)
 CK4264
 CK4264                         *CURRENT SURVEY CONTROL
 CK4264  ___________________________________________________________________
 CK4264* NAD 83(1994)-  32 00 20.22726(N)    081 58 13.88872(W)     ADJUSTED  
 CK4264* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 CK4264  ___________________________________________________________________
 CK4264  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CK4264  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 CK4264
 CK4264  HORZ ORDER  -  SECOND
 CK4264
 CK4264.The horizontal coordinates were established by classical geodetic methods
 CK4264.and adjusted by the National Geodetic Survey in September 1997..
 CK4264.No horizontal observational check was made to the station.
 CK4264
 CK4264.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4264
 CK4264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4264
 CK4264.The geoid height was determined by GEOID03.
 CK4264
 CK4264;                    North         East     Units Scale Factor Converg.
 CK4264;SPC GA E     -   222,356.649   218,531.108   MT  0.99990423   +0 06 14.2
 CK4264;SPC GA E     -   729,515.11    716,964.14   sFT  0.99990423   +0 06 14.2
 CK4264;UTM  17      - 3,541,469.985   408,332.415   MT  0.99970363   -0 30 51.9
 CK4264
 CK4264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4264!SPC GA E     -   0.99999609  x   0.99990423  =   0.99990032
 CK4264!UTM  17      -   0.99999609  x   0.99970363  =   0.99969972
 CK4264
 CK4264                          SUPERSEDED SURVEY CONTROL
 CK4264
 CK4264  NAD 83(1986)-  32 00 20.22990(N)    081 58 13.88950(W) AD(       ) 2
 CK4264  NGVD 29 (09/27/88)   54.6    (m)          179.     (f) VERT ANG       
 CK4264
 CK4264.Superseded values are not recommended for survey control.
 CK4264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4264.See file dsdata.txt to determine how the superseded data were derived.
 CK4264
 CK4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0833241470(NAD 83)
 CK4264_MARKER: DD = SURVEY DISK
 CK4264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4264+STABILITY: SURFACE MOTION
 CK4264
 CK4264  HISTORY     - Date     Condition        Report By
 CK4264  HISTORY     - 1984     MONUMENTED       GADT
 CK4264
 CK4264                          STATION DESCRIPTION
 CK4264
 CK4264'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 CK4264'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) NORTH-NORTHWEST FROM
 CK4264'GLENNVILLE, 16.65 KM (10.35 MI) SOUTHEAST FROM REIDSVILLE, AND 38
 CK4264'KM (23.6 MI) NORTH FROM ODUM.  OWNERSHIP--COUNTY RIGHT OF WAY.
 CK4264'
 CK4264'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301 AND
 CK4264'STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG STATE ROUTES
 CK4264'23 AND 144 FOR 1 KM (0.6 MI) TO THE JUNCTION OF STATE ROUTE 144
 CK4264'FORKING TO THE LEFT AT A CAUTION LIGHT.  CONTINUE GOING NORTHWEST
 CK4264'ALONG STATE ROUTE 23 FOR 0.1 KM (0.05 MI) TO THE JUNCTION OF COUNTY
 CK4264'ROAD 396 TO THE RIGHT.  TURN RIGHT GOING NORTHEASTERLY ALONG COUNTY
 CK4264'ROAD 396 FOR 8.2 KM (5.1 MI) TO THE JUNCTION OF COUNTY ROAD 369
 CK4264'CROSSING.  TURN RIGHT GOING NORTHERLY ALONG COUNTY ROAD 369 FOR 0.55
 CK4264'KM (0.35 MI) TO THE STATION ON THE LEFT.
 CK4264'
 CK4264'THE STATION IS A STANDARD GADT DISK
 CK4264'STAMPED---132-208 1984 AZ MK---,
 CK4264'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4264'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK4264'IT IS LOCATED
 CK4264'4.54 METERS (14.9 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK4264'ROAD,
 CK4264'24.08 METERS (79 FT) WEST-SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 CK4264'CABLE PEDESTAL,
 CK4264'36.64 METERS (120.2 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF
 CK4264'A BRICK HOUSE,
 CK4264'38.25 METERS (125.5 FT) WEST FROM THE NORTHEAST CORNER OF A BRICK
 CK4264'HOUSE, AND
 CK4264'0.76 METER (2.5 FT) SOUTH FROM A METAL WITNESS POST.
 CK4264'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 CK4264'STAMPED---132-208 1984 AZ MK---,
 CK4264'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 CK4264'
 CK4264'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK4264'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 CK4264'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1320 ***********************************************************************
 BS1320  DESIGNATION -  BV 132 209
 BS1320  PID         -  BS1320
 BS1320  STATE/COUNTY-  GA/TATTNALL
 BS1320  USGS QUAD   -  TISON (1988)
 BS1320
 BS1320                         *CURRENT SURVEY CONTROL
 BS1320  ___________________________________________________________________
 BS1320* NAD 83(1994)-  31 53 48.37995(N)    082 01 45.39576(W)     ADJUSTED  
 BS1320* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 BS1320  ___________________________________________________________________
 BS1320  X           -     751,590.949 (meters)                     COMP
 BS1320  Y           -  -5,367,747.380 (meters)                     COMP
 BS1320  Z           -   3,350,716.039 (meters)                     COMP
 BS1320  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 BS1320  ELLIP HEIGHT-          -5.20  (meters)          (09/03/97) GPS OBS
 BS1320  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 BS1320
 BS1320  HORZ ORDER  -  FIRST
 BS1320  ELLP ORDER  -  FOURTH    CLASS II
 BS1320
 BS1320.The horizontal coordinates were established by GPS observations
 BS1320.and adjusted by the National Geodetic Survey in September 1997..
 BS1320
 BS1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1320
 BS1320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1320
 BS1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1320
 BS1320.The ellipsoidal height was determined by GPS observations
 BS1320.and is referenced to NAD 83.
 BS1320
 BS1320.The geoid height was determined by GEOID03.
 BS1320
 BS1320;                    North         East     Units Scale Factor Converg.
 BS1320;SPC GA E     -   210,279.733   212,995.649   MT  0.99990208   +0 04 21.3
 BS1320;SPC GA E     -   689,892.76    698,803.23   sFT  0.99990208   +0 04 21.3
 BS1320;UTM  17      - 3,529,455.739   402,668.228   MT  0.99971683   -0 32 38.0
 BS1320
 BS1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1320!SPC GA E     -   1.00000082  x   0.99990208  =   0.99990290
 BS1320!UTM  17      -   1.00000082  x   0.99971683  =   0.99971765
 BS1320
 BS1320:                Primary Azimuth Mark                     Grid Az
 BS1320:SPC GA E     -  BV 132 209 AZ MK                         106 28 56.8
 BS1320:UTM  17      -  BV 132 209 AZ MK                         107 05 56.1
 BS1320
 BS1320|---------------------------------------------------------------------|
 BS1320| PID    Reference Object                     Distance      Geod. Az  |
 BS1320|                                                           dddmmss.s |
 BS1320| BS1321 BV 132 209 AZ MK                    APPROX. 0.7 KM 1063318.1 |
 BS1320| CS9232 BV 132 209 RM 1                      21.033 METERS 34203     |
 BS1320|---------------------------------------------------------------------|
 BS1320
 BS1320                          SUPERSEDED SURVEY CONTROL
 BS1320
 BS1320  NAD 83(1986)-  31 53 48.38128(N)    082 01 45.39850(W) AD(       ) 1
 BS1320  NGVD 29 (09/27/88)   24.6    (m)           81.     (f) GPS OBS        
 BS1320
 BS1320.Superseded values are not recommended for survey control.
 BS1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1320.See file dsdata.txt to determine how the superseded data were derived.
 BS1320
 BS1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0266829456(NAD 83)
 BS1320_MARKER: DD = SURVEY DISK
 BS1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1320+STABILITY: SURFACE MOTION
 BS1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1320+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1985
 BS1320
 BS1320  HISTORY     - Date     Condition        Report By
 BS1320  HISTORY     - 1984     MONUMENTED       GADT
 BS1320  HISTORY     - 19850830 GOOD
 BS1320
 BS1320                          STATION DESCRIPTION
 BS1320
 BS1320'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1320'THE STATION IS LOCATED ABOUT 10.65 KM (6.6 MI) WEST-SOUTHWEST FROM
 BS1320'GLENNVILLE, 22.85 KM (14.2 MI) SOUTH-SOUTHEAST FROM REIDSVILLE, AND
 BS1320'33.8 KM (21 MI) NORTHWEST FROM LUDOWICI.
 BS1320'OWNERSHIP--STATE RIGHT OF WAY.
 BS1320'
 BS1320'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BS1320'AND STATE ROUTES 25 AND 144 IN GLENNVILLE, GO WEST ALONG STATE
 BS1320'ROUTES 23 AND 144 FOR 1 KM (0.6 MI) TO THE JUNCTION OF STATE ROUTE
 BS1320'144 FORKING TO THE LEFT AT A CAUTION LIGHT.  TURN LEFT GOING WEST
 BS1320'ALONG STATE ROUTE 144 FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF
 BS1320'PAVED COUNTY ROAD 320 TO THE LEFT AND A BARN.  TURN LEFT GOING
 BS1320'SOUTH ALONG COUNTY ROAD 320 FOR 3.85 KM (2.4 MI) TO ITS TERMINATION
 BS1320'AT THE JUNCTION OF COUNTY ROAD 318 TO THE LEFT AND CONTINUING WITH
 BS1320'THE SHAPE OF THE ROAD TO THE RIGHT.  CONTINUE GOING SOUTH ALONG
 BS1320'COUNTY ROAD 318 FOR 3.25 KM (2 MI) TO ITS TERMINATION AT
 BS1320'THE JUNCTION OF STATE ROUTE 196 CROSSING.  TURN RIGHT
 BS1320'GOING NORTHWEST ALONG STATE ROUTE 196 FOR 3.95 KM (2.45 MI) TO THE
 BS1320'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTHWEST ALONG STATE
 BS1320'ROUTE 196 FOR 4.65 KM (2.9 MI) TO THE
 BS1320'STATION ON THE LEFT, AT ABOUT 100 METERS (328 FT) EAST FROM THE
 BS1320'HOPEWELL UNITED METHODIST CHURCH.
 BS1320'
 BS1320'THE STATION IS A STANDARD GADT DISK
 BS1320'STAMPED---132-209 1984---,
 BS1320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BS1320'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1320'IT IS LOCATED
 BS1320'10.4 METERS (34 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BS1320'HIGHWAY,
 BS1320'45.4 METERS (149 FT) WEST-NORTHWEST FROM A POWER POLE,
 BS1320'1.2 METERS (3.9 FT) NORTH-NORTHEAST FROM A FENCELINE, AND
 BS1320'1.6 METERS (5.3 FT) NORTHWEST FROM A METAL WITNESS POST.
 BS1320'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1320'STAMPED---132-209 1984---,
 BS1320'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1320'OF THE GROUND.
 BS1320'
 BS1320'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-209 1984
 BS1320'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BS1320'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BS1320'5.8 METERS (19 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 60.65
 BS1320'METERS (199 FT) NORTHWEST FROM THE POWER POLE, 7.3 METERS (24 FT)
 BS1320'SOUTH-SOUTHWEST FROM A FENCELINE, AND 0.83 METER (2.7 FT) SOUTHEAST
 BS1320'FROM A METAL WITNESS POST.
 BS1320'
 BS1320'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-209 1984
 BS1320'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BS1320'DIAMETER, AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BS1320'4.6 METERS (15 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BS1320'HIGHWAY,
 BS1320'15.7 METERS (51.5 FT) NORTH-NORTHEAST FROM A POWER POLE,
 BS1320'AND 0.67 METER (2 FT) WEST FROM A METAL WITNESS POST.
 BS1320'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1320'STAMPED---132-209 1984 AZ MK---, SET IN AN IRREGULAR MASS OF
 BS1320'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BS1320'
 BS1320'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1320'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BS1320'1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B. KNIGHT.
 BS1320
 BS1320                          STATION RECOVERY (1985)
 BS1320
 BS1320'RECOVERED 1985
 BS1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1321 ***********************************************************************
 BS1321  DESIGNATION -  BV 132 209 AZ MK
 BS1321  PID         -  BS1321
 BS1321  STATE/COUNTY-  GA/TATTNALL
 BS1321  USGS QUAD   -  TISON (1988)
 BS1321
 BS1321                         *CURRENT SURVEY CONTROL
 BS1321  ___________________________________________________________________
 BS1321* NAD 83(1994)-  31 53 41.72628(N)    082 01 19.16227(W)     ADJUSTED  
 BS1321* NAVD 88     -        24.7    (meters)      81.     (feet)  VERTCON   
 BS1321  ___________________________________________________________________
 BS1321  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 BS1321  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 BS1321
 BS1321  HORZ ORDER  -  SECOND
 BS1321
 BS1321.The horizontal coordinates were established by classical geodetic methods
 BS1321.and adjusted by the National Geodetic Survey in September 1997..
 BS1321.No horizontal observational check was made to the station.
 BS1321
 BS1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1321
 BS1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1321
 BS1321.The geoid height was determined by GEOID03.
 BS1321
 BS1321;                    North         East     Units Scale Factor Converg.
 BS1321;SPC GA E     -   210,075.707   213,685.204   MT  0.99990231   +0 04 35.2
 BS1321;SPC GA E     -   689,223.38    701,065.54   sFT  0.99990231   +0 04 35.2
 BS1321;UTM  17      - 3,529,244.345   403,355.420   MT  0.99971519   -0 32 24.1
 BS1321
 BS1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1321!SPC GA E     -   1.00000072  x   0.99990231  =   0.99990303
 BS1321!UTM  17      -   1.00000072  x   0.99971519  =   0.99971591
 BS1321
 BS1321                          SUPERSEDED SURVEY CONTROL
 BS1321
 BS1321  NAD 83(1986)-  31 53 41.72695(N)    082 01 19.16524(W) AD(       ) 2
 BS1321  NGVD 29 (09/27/88)   24.9    (m)           82.     (f) VERT ANG       
 BS1321
 BS1321.Superseded values are not recommended for survey control.
 BS1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1321.See file dsdata.txt to determine how the superseded data were derived.
 BS1321
 BS1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0335529244(NAD 83)
 BS1321_MARKER: DD = SURVEY DISK
 BS1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1321+STABILITY: SURFACE MOTION
 BS1321
 BS1321  HISTORY     - Date     Condition        Report By
 BS1321  HISTORY     - 1984     MONUMENTED       GADT
 BS1321
 BS1321                          STATION DESCRIPTION
 BS1321
 BS1321'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRL)
 BS1321'THE STATION IS LOCATED ABOUT 10.65 KM (6.6 MI) WEST-SOUTHWEST FROM
 BS1321'GLENVILLE, 22.85 KM (14.2 MI) SOUTH-SOUTHEAST FROM REIDSVILLE, AND
 BS1321'33.8 KM (21 MI) NORTHWEST FROM LUDOWICI.
 BS1321'OWNERSHIP--STATE RIGHT OF WAY.
 BS1321'
 BS1321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 25, 301,
 BS1321'AND STATE ROUTES 25 AND 144 IN GLENVILLE, GO WEST ALONG STATE ROUTES
 BS1321'23 AND 144 FOR 1 KM (0.6 MI) TO THE JUNCTION OF STATE ROUTE 144
 BS1321'FORKING TO THE LEFT AT A CAUTION LIGHT.  TURN LEFT GOING WEST ALONG
 BS1321'STATE ROUTE 144 FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF PAVED COUNTY
 BS1321'ROAD 320 TO THE LEFT AND A BARN.  TURN LEFT GOING SOUTH ALONG COUNTY
 BS1321'ROAD 320 FOR 3.85 KM (2.4 MI) TO ITS TERMINATION AT THE JUNCTION OF
 BS1321'COUNTY ROAD 318 TO THE LEFT AND CONTINUING WITH THE SHAPE OF THE
 BS1321'ROAD TO THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY ROAD 318 FOR
 BS1321'3.25 KM (2 MI) TO ITS TERMINATION AT THE JUNCTION OF STATE ROUTE 196
 BS1321'CROSSING.  TURN RIGHT GOING NORTHEAST ALONG STATE ROUTE 196 FOR
 BS1321'3.95 KM (2.45 MI) TO THE STATION ON THE RIGHT.
 BS1321'
 BS1321'THE STATION IS A STANDARD GADT DISK
 BS1321'STAMPED---132-209 1984 AZ MK---,
 BS1321'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BS1321'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1321'IT IS LOCATED
 BS1321'4.6 METERS (15 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BS1321'HIGHWAY,
 BS1321'15.7 METERS (51.5 FT) NORTH-NORTHEAST FROM A POWER POLE,
 BS1321'AND 0.67 METER (2 FT) WEST FROM A METAL WITNESS POST.
 BS1321'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1321'STAMPED---132-209 1984 AZMK---,
 BS1321'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BS1321'OF THE GROUND.
 BS1321'
 BS1321'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BS1321'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B.
 BS1321'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0934 ***********************************************************************
 BR0934  DESIGNATION -  BV 132 210
 BR0934  PID         -  BR0934
 BR0934  STATE/COUNTY-  GA/TATTNALL
 BR0934  USGS QUAD   -  GLENNVILLE (1973)
 BR0934
 BR0934                         *CURRENT SURVEY CONTROL
 BR0934  ___________________________________________________________________
 BR0934* NAD 83(1994)-  31 52 36.31109(N)    081 59 21.24307(W)     ADJUSTED  
 BR0934* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 BR0934  ___________________________________________________________________
 BR0934  X           -     755,505.429 (meters)                     COMP
 BR0934  Y           -  -5,368,381.128 (meters)                     COMP
 BR0934  Z           -   3,348,830.684 (meters)                     COMP
 BR0934  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 BR0934  ELLIP HEIGHT-          -6.19  (meters)          (09/03/97) GPS OBS
 BR0934  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 BR0934
 BR0934  HORZ ORDER  -  FIRST
 BR0934  ELLP ORDER  -  FOURTH    CLASS II
 BR0934
 BR0934.The horizontal coordinates were established by GPS observations
 BR0934.and adjusted by the National Geodetic Survey in September 1997..
 BR0934
 BR0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0934
 BR0934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0934
 BR0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0934
 BR0934.The ellipsoidal height was determined by GPS observations
 BR0934.and is referenced to NAD 83.
 BR0934
 BR0934.The geoid height was determined by GEOID03.
 BR0934
 BR0934;                    North         East     Units Scale Factor Converg.
 BR0934;SPC GA E     -   208,065.631   216,786.874   MT  0.99990347   +0 05 37.3
 BR0934;SPC GA E     -   682,628.66    711,241.60   sFT  0.99990347   +0 05 37.3
 BR0934;UTM  17      - 3,527,201.413   406,434.701   MT  0.99970797   -0 31 20.8
 BR0934
 BR0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0934!SPC GA E     -   1.00000097  x   0.99990347  =   0.99990444
 BR0934!UTM  17      -   1.00000097  x   0.99970797  =   0.99970894
 BR0934
 BR0934:                Primary Azimuth Mark                     Grid Az
 BR0934:SPC GA E     -  BV 132 210 AZ MK                         307 17 08.3
 BR0934:UTM  17      -  BV 132 210 AZ MK                         307 54 06.4
 BR0934
 BR0934|---------------------------------------------------------------------|
 BR0934| PID    Reference Object                     Distance      Geod. Az  |
 BR0934|                                                           dddmmss.s |
 BR0934| BR0935 BV 132 210 AZ MK                    APPROX. 0.5 KM 3072245.6 |
 BR0934| CS9233 BV 132 210 RM 1                      16.071 METERS 34726     |
 BR0934|---------------------------------------------------------------------|
 BR0934
 BR0934                          SUPERSEDED SURVEY CONTROL
 BR0934
 BR0934  NAD 83(1986)-  31 52 36.31222(N)    081 59 21.24518(W) AD(       ) 1
 BR0934  NGVD 29 (09/27/88)   23.6    (m)           77.     (f) GPS OBS        
 BR0934
 BR0934.Superseded values are not recommended for survey control.
 BR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0934.See file dsdata.txt to determine how the superseded data were derived.
 BR0934
 BR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0643527201(NAD 83)
 BR0934_MARKER: DD = SURVEY DISK
 BR0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0934+STABILITY: SURFACE MOTION
 BR0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0934+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1985
 BR0934
 BR0934  HISTORY     - Date     Condition        Report By
 BR0934  HISTORY     - 1984     MONUMENTED       GADT
 BR0934  HISTORY     - 19850911 GOOD
 BR0934
 BR0934                          STATION DESCRIPTION
 BR0934
 BR0934'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0934'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) SOUTHWEST FROM
 BR0934'GLENNVILLE, 26.3 KM (16.35 MI) SOUTH-SOUTHEAST FROM REIDSVILLE,
 BR0934'AND 23.85 KM (14.8 MI) NORTH FROM ODUM.
 BR0934'OWNERSHIP--STATE RIGHT OF WAY.
 BR0934'
 BR0934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301 AND
 BR0934'25 WITH STATE ROUTES 23 AND 144 IN GLENNVILLE, GO WEST ALONG STATE
 BR0934'ROUTES 23 AND 144 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE
 BR0934'ROUTE 144 FORKING TO THE LEFT.  TURN LEFT GOING SOUTHWEST ALONG
 BR0934'STATE ROUTE 144 FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF OFFSET
 BR0934'PAVED ROAD CROSSING.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD FOR
 BR0934'7.1 KM (4.4 MI) TO THE JUNCTION OF STATE ROUTE 196 CROSSING.  TURN
 BR0934'RIGHT GOING WESTERLY ALONG STATE ROUTE 196 FOR 0.15 KM (0.1 MI)
 BR0934'TO THE STATION ON THE LEFT.
 BR0934'
 BR0934'THE STATION IS A STANDARD GADT DISK
 BR0934'STAMPED---132-210 1984---,
 BR0934'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0934'RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BR0934'IT IS LOCATED
 BR0934'5.2 METERS (17 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0934'HIGHWAY,
 BR0934'11.12 METERS (36.5 FT) NORTH FROM A POWER POLE,
 BR0934'8.69 METERS (28.5 FT) EAST FROM A CROSS ROADS SIGN, AND
 BR0934'0.85 METER (2.8 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0934'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0934'STAMPED---132-210 1984---,
 BR0934'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0934'OF THE GROUND.
 BR0934'
 BR0934'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-210 1984
 BR0934'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0934'DIAMETER AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.  IT
 BR0934'IS LOCATED 5.82 METERS (19.1 FT) NORTHEAST FROM THE CENTERLINE OF
 BR0934'THE ROAD, 27.19 METERS (89.2 FT) NORTH FROM A POWER POLE, AND 0.84
 BR0934'METER (2.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BR0934'
 BR0934'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-210 1984
 BR0934'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0934'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0934'5.5 METERS (18 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0934'88.7 METERS (291 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF
 BR0934'THE CENTERLINES OF THE HIGHWAY AND A FIELD ROAD TO THE EAST, AND
 BR0934'0.76 METER (2.5 FT) NORTHEAST FROM A METAL WITNESS POST.  THE
 BR0934'UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---132-210
 BR0934'1984 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 BR0934'BELOW THE SURFACE OF THE GROUND.  TO REACH THE AZIMUTH MARK FROM
 BR0934'THE STATION, GO NORTHWEST ALONG STATE ROUTE 196 FOR 0.55 KM (0.35
 BR0934'MI) TO THE AZIMUTH MARK ON THE LEFT.
 BR0934'
 BR0934'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0934'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BR0934'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 BR0934
 BR0934                          STATION RECOVERY (1985)
 BR0934
 BR0934'RECOVERED 1985
 BR0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0935 ***********************************************************************
 BR0935  DESIGNATION -  BV 132 210 AZ MK
 BR0935  PID         -  BR0935
 BR0935  STATE/COUNTY-  GA/TATTNALL
 BR0935  USGS QUAD   -  GLENNVILLE (1973)
 BR0935
 BR0935                         *CURRENT SURVEY CONTROL
 BR0935  ___________________________________________________________________
 BR0935* NAD 83(1994)-  31 52 46.79041(N)    081 59 37.31858(W)     ADJUSTED  
 BR0935* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 BR0935  ___________________________________________________________________
 BR0935  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 BR0935  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 BR0935
 BR0935  HORZ ORDER  -  SECOND
 BR0935
 BR0935.The horizontal coordinates were established by classical geodetic methods
 BR0935.and adjusted by the National Geodetic Survey in September 1997..
 BR0935.No horizontal observational check was made to the station.
 BR0935
 BR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0935
 BR0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0935
 BR0935.The geoid height was determined by GEOID03.
 BR0935
 BR0935;                    North         East     Units Scale Factor Converg.
 BR0935;SPC GA E     -   208,387.694   216,363.886   MT  0.99990330   +0 05 28.9
 BR0935;SPC GA E     -   683,685.29    709,853.85   sFT  0.99990330   +0 05 28.9
 BR0935;UTM  17      - 3,527,527.943   406,015.282   MT  0.99970894   -0 31 29.5
 BR0935
 BR0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0935!SPC GA E     -   1.00000096  x   0.99990330  =   0.99990426
 BR0935!UTM  17      -   1.00000096  x   0.99970894  =   0.99970990
 BR0935
 BR0935                          SUPERSEDED SURVEY CONTROL
 BR0935
 BR0935  NAD 83(1986)-  31 52 46.79195(N)    081 59 37.32034(W) AD(       ) 2
 BR0935  NGVD 29 (09/27/88)   23.5    (m)           77.     (f) VERT ANG       
 BR0935
 BR0935.Superseded values are not recommended for survey control.
 BR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0935.See file dsdata.txt to determine how the superseded data were derived.
 BR0935
 BR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0601527528(NAD 83)
 BR0935_MARKER: DD = SURVEY DISK
 BR0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0935+STABILITY: SURFACE MOTION
 BR0935
 BR0935  HISTORY     - Date     Condition        Report By
 BR0935  HISTORY     - 1984     MONUMENTED       GADT
 BR0935
 BR0935                          STATION DESCRIPTION
 BR0935
 BR0935'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0935'THE STATION IS LOCATED ABOUT 9 KM (5.6 MI) SOUTHWEST FROM
 BR0935'GLENVILLE, 26.3 KM (16.35 MI) SOUTH-SOUTHEAST FROM REIDSVILLE, AND
 BR0935'23.85 KM (14.8 MI) NORTH FROM ODUM.
 BR0935'OWNERSHIP--STATE RIGHT OF WAY.
 BR0935'
 BR0935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 301 AND 25
 BR0935'WITH STATE ROUTES 23 AND 144 IN GLENVILLE, GO WEST ALONG STATE
 BR0935'ROUTES 23 AND 144 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF STATE
 BR0935'ROUTE 144 FORKING TO THE LEFT.  TURN LEFT GOING SOUTHWEST ALONG
 BR0935'STATE ROUTE 144 FOR 2.75 KM (1.7 MI) TO THE JUNCTION OF AN OFF SET
 BR0935'PAVED ROAD CROSSING.  TURN LEFT GOING SOUTH ALONG THE COUNTY ROAD
 BR0935'FOR 7.1 KM (4.4 MI) TO THE JUNCTION OF STATE ROUTE 196 CROSSING.
 BR0935'TURN RIGHT GOING WESTERLY ALONG STATE ROUTE 196 FOR 0.7 KM (0.45 MI)
 BR0935'TO THE STATION ON THE LEFT.
 BR0935'
 BR0935'THE STATION IS A STANDARD GADT DISK
 BR0935'STAMPED---132-210 1984 AZ MK---,
 BR0935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0935'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0935'IT IS LOCATED
 BR0935'5.5 METERS (18 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0935'88.7 METERS (291 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF THE
 BR0935'CENTERLINES OF THE HIGHWAY AND A FIELD ROAD TO THE EAST,
 BR0935'AND 0.76 METER (2.5 FT)NORTHEAST FROM A METAL WITNESS POST.
 BR0935'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0935'STAMPED---132-210 1984 AZ MK---,
 BR0935'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0935'
 BR0935'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BR0935'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BR0935'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0936 ***********************************************************************
 BR0936  DESIGNATION -  BV 132 211
 BR0936  PID         -  BR0936
 BR0936  STATE/COUNTY-  GA/TATTNALL
 BR0936  USGS QUAD   -  GLENNVILLE (1973)
 BR0936
 BR0936                         *CURRENT SURVEY CONTROL
 BR0936  ___________________________________________________________________
 BR0936* NAD 83(1994)-  31 59 07.17331(N)    081 52 44.22538(W)     ADJUSTED  
 BR0936* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 BR0936  ___________________________________________________________________
 BR0936  X           -     764,940.451 (meters)                     COMP
 BR0936  Y           -  -5,360,633.621 (meters)                     COMP
 BR0936  Z           -   3,359,060.916 (meters)                     COMP
 BR0936  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 BR0936  ELLIP HEIGHT-          17.94  (meters)          (09/03/97) GPS OBS
 BR0936  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 BR0936
 BR0936  HORZ ORDER  -  FIRST
 BR0936  ELLP ORDER  -  FOURTH    CLASS II
 BR0936
 BR0936.The horizontal coordinates were established by GPS observations
 BR0936.and adjusted by the National Geodetic Survey in September 1997..
 BR0936
 BR0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0936
 BR0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0936
 BR0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0936
 BR0936.The ellipsoidal height was determined by GPS observations
 BR0936.and is referenced to NAD 83.
 BR0936
 BR0936.The geoid height was determined by GEOID03.
 BR0936
 BR0936;                    North         East     Units Scale Factor Converg.
 BR0936;SPC GA E     -   220,126.025   227,188.771   MT  0.99990911   +0 09 08.7
 BR0936;SPC GA E     -   722,196.80    745,368.49   sFT  0.99990911   +0 09 08.7
 BR0936;UTM  17      - 3,539,146.575   416,963.674   MT  0.99968503   -0 27 56.2
 BR0936
 BR0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0936!SPC GA E     -   0.99999718  x   0.99990911  =   0.99990629
 BR0936!UTM  17      -   0.99999718  x   0.99968503  =   0.99968221
 BR0936
 BR0936|---------------------------------------------------------------------|
 BR0936| PID    Reference Object                     Distance      Geod. Az  |
 BR0936|                                                           dddmmss.s |
 BR0936| CS9234 BV 132 211 RM 1                      10.028 METERS 08623     |
 BR0936| BR0937 BV 132 211 AZ MK                    APPROX. 0.5 KM 1742843.7 |
 BR0936|---------------------------------------------------------------------|
 BR0936
 BR0936                          SUPERSEDED SURVEY CONTROL
 BR0936
 BR0936  NAD 83(1986)-  31 59 07.17781(N)    081 52 44.23062(W) AD(       ) 1
 BR0936  NGVD 29 (09/27/88)   48.0    (m)          157.     (f) GPS OBS        
 BR0936
 BR0936.Superseded values are not recommended for survey control.
 BR0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0936.See file dsdata.txt to determine how the superseded data were derived.
 BR0936
 BR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1696439147(NAD 83)
 BR0936_MARKER: DD = SURVEY DISK
 BR0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0936+STABILITY: SURFACE MOTION
 BR0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0936+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1985
 BR0936
 BR0936  HISTORY     - Date     Condition        Report By
 BR0936  HISTORY     - 1984     MONUMENTED       GADT
 BR0936  HISTORY     - 19850905 GOOD
 BR0936
 BR0936                          STATION DESCRIPTION
 BR0936
 BR0936'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0936'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTHEAST FROM
 BR0936'GLENNVILLE, 24.8 KM (15.4 MI) WEST-NORTHWEST FROM REIDSVILLE, AND
 BR0936'31.15 KM (19.35 MI) WEST-NORTHWEST FROM HINESVILLE.
 BR0936'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0936'
 BR0936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301, AND
 BR0936'STATE ROUTE 144 IN GLENNVILLE, GO NORTH ALONG U.S. HIGHWAY 301
 BR0936'FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY ROAD 475
 BR0936'(EAST HENCART ROAD) CROSSING.  TURN RIGHT GOING NORTHEAST ALONG
 BR0936'COUNTY ROAD 475 FOR 3.2 KM ((0.2 MI) TO ITS TERMINATION AT THE
 BR0936'JUNCTION OF PAVED COUNTY ROAD 349 (COUNTY ROAD 91909).  CONTINUE
 BR0936'GOING NORTHEASTERLY ALONG COUNTY ROAD 91909 FOR 1.95 KM (1.2 MI)
 BR0936'TO THE JUNCTION OF COUNTY ROAD 358 FORKING TO THE RIGHT.  TURN
 BR0936'RIGHT GOING NORTH-NORTHEAST ALONG COUNTY ROAD 358 FOR 1.15 KM
 BR0936'(0.7 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 362 TO THE LEFT.
 BR0936'TURN LEFT GOING NORTH ALONG COUNTY ROAD 362 FOR 0.5 KM (0.3 MI)
 BR0936'TO THE JUNCTION OF DIRT COUNTY ROAD 359 CROSSING.  TURN RIGHT GOING
 BR0936'EAST ALONG COUNTY ROAD 359 FOR 0.3 KM (0.2 MI) TO ITS TERMINATION
 BR0936'AT THE JUNCTION OF PAVED COUNTY ROAD 369.  TURN
 BR0936'LEFT GOING NORTHERLY ALONG COUNTY ROAD 369 FOR 0.55 KM (0.35 MI)
 BR0936'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTHEAST ALONG
 BR0936'COUNTY ROAD 369 FOR 0.55 KM (0.35 MI)
 BR0936'TO THE STATION ON THE LEFT.
 BR0936'
 BR0936'THE STATION IS A STANDARD GADT DISK STAMPED---132-211 1984---, SET
 BR0936'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0936'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 4.69 METERS
 BR0936'(15.4 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0936'20.12 METERS (66 FT) NORTH-NORTHEAST FROM A POWER POLE, AND
 BR0936'0.7 METER (2.3 FT) NORTH FROM A METAL WITNESS POST.
 BR0936'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---132-211
 BR0936'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0936'GROUND SURFACE.
 BR0936'
 BR0936'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-211 1984
 BR0936'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0936'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0936'5.33 METERS (17.5 FT) EAST FROM THE CENTERLINE OF THE ROAD, 26.94
 BR0936'METERS (88.4 FT) NORTHEAST FROM A POWER POLE, AND 0.82 METER (2.7
 BR0936'FT) SOUTH FROM A METAL WITNESS POST.
 BR0936'
 BR0936'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-211 1984
 BR0936'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0936'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0936'4.48 METERS (14.7 FT) WEST FROM THE CENTERLINE OF THE ROAD, 7.10
 BR0936'METERS (23.3 FT) SOUTH FROM THE CENTERLINE OF A DIRT DRIVEWAY TO
 BR0936'THE WEST, 11.03 METERS (36.2 FT) SOUTH-SOUTHEAST FROM AN
 BR0936'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 0.85 METER (2.8 FT) NORTH
 BR0936'FROM A METAL WITNESS POST.  THE UNDERGROUND AZIMUTH MARK IS A
 BR0936'STANDARD GADT DISK STAMPED---132-211 1984 AZ MK---, SET IN AN
 BR0936'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 BR0936'GROUND.
 BR0936'
 BR0936'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0936'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BR0936'1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R. MILTON.
 BR0936
 BR0936                          STATION RECOVERY (1985)
 BR0936
 BR0936'RECOVERED 1985
 BR0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0937 ***********************************************************************
 BR0937  DESIGNATION -  BV 132 211 AZ MK
 BR0937  PID         -  BR0937
 BR0937  STATE/COUNTY-  GA/TATTNALL
 BR0937  USGS QUAD   -  GLENNVILLE (1973)
 BR0937
 BR0937                         *CURRENT SURVEY CONTROL
 BR0937  ___________________________________________________________________
 BR0937* NAD 83(1994)-  31 58 49.55525(N)    081 52 42.22735(W)     ADJUSTED  
 BR0937* NAVD 88     -        52.4    (meters)     172.     (feet)  VERTCON   
 BR0937  ___________________________________________________________________
 BR0937  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 BR0937  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 BR0937
 BR0937  HORZ ORDER  -  SECOND
 BR0937
 BR0937.The horizontal coordinates were established by classical geodetic methods
 BR0937.and adjusted by the National Geodetic Survey in September 1997..
 BR0937.No horizontal observational check was made to the station.
 BR0937
 BR0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0937
 BR0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0937
 BR0937.The geoid height was determined by GEOID03.
 BR0937
 BR0937;                    North         East     Units Scale Factor Converg.
 BR0937;SPC GA E     -   219,583.548   227,242.665   MT  0.99990915   +0 09 09.6
 BR0937;SPC GA E     -   720,417.02    745,545.31   sFT  0.99990915   +0 09 09.6
 BR0937;UTM  17      - 3,538,603.669   417,011.703   MT  0.99968493   -0 27 54.9
 BR0937
 BR0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0937!SPC GA E     -   0.99999643  x   0.99990915  =   0.99990558
 BR0937!UTM  17      -   0.99999643  x   0.99968493  =   0.99968136
 BR0937
 BR0937                          SUPERSEDED SURVEY CONTROL
 BR0937
 BR0937  NAD 83(1986)-  31 58 49.55971(N)    081 52 42.23321(W) AD(       ) 2
 BR0937  NGVD 29 (09/27/88)   52.6    (m)          173.     (f) VERT ANG       
 BR0937
 BR0937.Superseded values are not recommended for survey control.
 BR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0937.See file dsdata.txt to determine how the superseded data were derived.
 BR0937
 BR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1701238604(NAD 83)
 BR0937_MARKER: DD = SURVEY DISK
 BR0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0937+STABILITY: SURFACE MOTION
 BR0937
 BR0937  HISTORY     - Date     Condition        Report By
 BR0937  HISTORY     - 1984     MONUMENTED       GADT
 BR0937
 BR0937                          STATION DESCRIPTION
 BR0937
 BR0937'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0937'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTHEAST FROM
 BR0937'GLENNVILLE, 24.8 KM (15.4 MI) WEST-NORTHWEST FROM REIDSVILLE, AND
 BR0937'31.15 KM (19.35 MI) WEST-NORTHWEST FROM HINESVILLE.
 BR0937'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0937'
 BR0937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301, AND
 BR0937'STATE ROUTE 144 IN GLENNVILLE, GO NORTH ALONG U.S. HIGHWAY 301 FOR
 BR0937'0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY ROAD 475 (EAST HENCART
 BR0937'ROAD) CROSSING.  TURN RIGHT GOIING NORTHEAST ALONG COUNTY ROAD 475
 BR0937'FOR 3.2 KM (0.2 MI) TO IST TERMINATION AT THE JUNCTION OF PAVED
 BR0937'COUNTY ROAD 349 (COUNTY ROAD 91909).  CONTINUE GOING NORTHEASTERLY
 BR0937'ALONG COUNTY ROAD 91909 FOR 1.95 KM (1.2 MI) TO THE JUNCTION OF
 BR0937'COUHTY ROAD 358 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0937'NORTH-NORTHEAST ALONG COUNTY ROAD 358 FOR 1.15 KM (0.7 MI) TO THE
 BR0937'JUNCTION OF DIRT COUNTY ROAD 362 TO THE LEFT.  TURN LEFT GOING NORTH
 BR0937'ALONG COUNTY ROAD 362 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF DIRT
 BR0937'COUNTY ROAD 359 CROSSING.  TURN RIGHT GOING EAST ALONG COUNTY ROAD
 BR0937'359 FOR 0.3 KM (0.2 MI) TO ITS TERMINATION AT THE JUNCTION OF PAVED
 BR0937'COUNTY ROAD 369.  TURN LEFT GOING NORTHERLY ALONG COUNTY ROAD 369
 BR0937'FOR 0.55 KM (0.35 MI) TO THE STATION ON THE LEFT.
 BR0937'
 BR0937'THE STATION IS A STANDARD GADT DISK
 BR0937'STAMPED---132-211 1984 AZ MK---.
 BR0937'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0937'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0937'IT IS LOCATED
 BR0937'4.48 METERS (14.7 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0937'7.10 METERS (23.3 FT) SOUTH FROM THE CENTERLINE OF A DIRT DRIVEWAY
 BR0937'TO THE WEST,
 BR0937'11.03 METERS (36.2 FT) SOUTH-SOUTHEAST FROM AN UNDERGROUND
 BR0937'TELEPHONE CABLE PEDESTAL, AND
 BR0937'0.85 METER (2.8 FT) NORTH FROM A METAL WITNESS POST.
 BR0937'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0937'STANPED---132-211 1984 AZ MK---,
 BR0937'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0937'
 BR0937'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIHGWAY MAP TATTNALL
 BR0937'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BR0937'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0938 ***********************************************************************
 BR0938  DESIGNATION -  BV 132 212
 BR0938  PID         -  BR0938
 BR0938  STATE/COUNTY-  GA/TATTNALL
 BR0938  USGS QUAD   -  GLENNVILLE (1973)
 BR0938
 BR0938                         *CURRENT SURVEY CONTROL
 BR0938  ___________________________________________________________________
 BR0938* NAD 83(1994)-  31 56 07.03167(N)    081 57 08.24812(W)     ADJUSTED  
 BR0938* NAVD 88     -        51.90   (+/-2cm)     170.3    (feet)  VERTCON   
 BR0938  ___________________________________________________________________
 BR0938  X           -     758,489.832 (meters)                     COMP
 BR0938  Y           -  -5,364,520.284 (meters)                     COMP
 BR0938  Z           -   3,354,355.689 (meters)                     COMP
 BR0938  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 BR0938  ELLIP HEIGHT-          22.40  (meters)          (09/03/97) GPS OBS
 BR0938  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 BR0938
 BR0938  HORZ ORDER  -  FIRST
 BR0938  VERT ORDER  -  THIRD (See Below)
 BR0938  ELLP ORDER  -  FOURTH    CLASS II
 BR0938
 BR0938.The horizontal coordinates were established by GPS observations
 BR0938.and adjusted by the National Geodetic Survey in September 1997..
 BR0938
 BR0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0938.The vertical order pertains to the NGVD 29 superseded value.
 BR0938
 BR0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0938
 BR0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0938
 BR0938.The ellipsoidal height was determined by GPS observations
 BR0938.and is referenced to NAD 83.
 BR0938
 BR0938.The geoid height was determined by GEOID03.
 BR0938
 BR0938;                    North         East     Units Scale Factor Converg.
 BR0938;SPC GA E     -   214,561.809   220,269.225   MT  0.99990507   +0 06 48.2
 BR0938;SPC GA E     -   703,941.54    722,666.62   sFT  0.99990507   +0 06 48.2
 BR0938;UTM  17      - 3,533,658.443   409,986.053   MT  0.99969992   -0 30 13.5
 BR0938
 BR0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0938!SPC GA E     -   0.99999648  x   0.99990507  =   0.99990155
 BR0938!UTM  17      -   0.99999648  x   0.99969992  =   0.99969640
 BR0938
 BR0938:                Primary Azimuth Mark                     Grid Az
 BR0938:SPC GA E     -  BV 132 212 AZ MK                         058 51 46.7
 BR0938:UTM  17      -  BV 132 212 AZ MK                         059 28 48.4
 BR0938
 BR0938|---------------------------------------------------------------------|
 BR0938| PID    Reference Object                     Distance      Geod. Az  |
 BR0938|                                                           dddmmss.s |
 BR0938| BR0939 BV 132 212 AZ MK                    APPROX. 0.6 KM 0585834.9 |
 BR0938| CS9235 BV 132 212 RM 1                      25.580 METERS 33235     |
 BR0938|---------------------------------------------------------------------|
 BR0938
 BR0938                          SUPERSEDED SURVEY CONTROL
 BR0938
 BR0938  NAD 83(1986)-  31 56 07.03260(N)    081 57 08.24922(W) AD(       ) 1
 BR0938  NGVD 29 (09/27/88)   52.14   (m)          171.1    (f) LEVELING    3  
 BR0938
 BR0938.Superseded values are not recommended for survey control.
 BR0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0938.See file dsdata.txt to determine how the superseded data were derived.
 BR0938
 BR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0998633658(NAD 83)
 BR0938_MARKER: DD = SURVEY DISK
 BR0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0938+STABILITY: SURFACE MOTION
 BR0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0938+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1985
 BR0938
 BR0938  HISTORY     - Date     Condition        Report By
 BR0938  HISTORY     - 1984     MONUMENTED       GADT
 BR0938  HISTORY     - 19850909 GOOD
 BR0938
 BR0938                          STATION DESCRIPTION
 BR0938
 BR0938'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0938'THE STATION IS LOCATED ABOUT 2.75 KM (1.4 MI) WEST FROM GLENNVILLE,
 BR0938'31.15 KM (19.35 MI) NORTH-NORTHEAST FROM ODUM, AND 31.55 KM (19.6
 BR0938'MI) NORTHWEST FROM LUDOWICI.
 BR0938'OWNERSHIP--STATE RIGHT OF WAY.
 BR0938'
 BR0938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 BR0938'STATE ROUTES 144 AND 23 IN GLENNVILLE, GO NORTHWEST ALONG STATE
 BR0938'ROUTE 144 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF STATE ROUTE 144
 BR0938'TO THE LEFT.  TURN LEFT GOING SOUTHWEST ALONG STATE ROUTE 144 FOR
 BR0938'0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 BR0938'SOUTHWEST ALONG STATE ROUTE 144 FOR 0.65 KM (0.4 MI) TO THE
 BR0938'JUNCTION OF PLUM STREET TO THE LEFT, AND THE STATION ON THE LEFT.
 BR0938'
 BR0938'THE STATION IS A STANDARD GADT DISK STAMPED---132-212 1984---, SET
 BR0938'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0938'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 13.11 METERS
 BR0938'(43 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 9.02
 BR0938'METERS (29.6 FT) SOUTH-SOUTHWEST FROM A 24 INCH CONCRETE PIPE UNDER
 BR0938'PLUM STREET, 12.47 METERS (40.9 FT) SOUTHWEST FROM THE CENTERLINE
 BR0938'OF PLUM STREET (DIRT) 19.42 METERS (63.7 FT) WEST-SOUTHWEST FROM
 BR0938'A POWER POLE WITH A STREET LIGHT, AND 0.82 METER (2.7 FT)
 BR0938'EAST-NORTHEAST FROM A METAL WITNESS POST.  THE UNDERGROUND STATION
 BR0938'IS A STANDARD GADT DISK STAMPED---132-212 1984---, SET IN AN
 BR0938'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 BR0938'GROUND.
 BR0938'
 BR0938'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-212 1984
 BR0938'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0938'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0938'12.56 METERS (41.2 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0938'HIGHWAY, 33.22 METERS (109 FT) NORTHWEST FROM A POWER POLE, AND
 BR0938'2.65 METERS (8.7 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 BR0938'
 BR0938'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---132-212 1984
 BR0938'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0938'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0938'5.88 METERS (19.3 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0938'HIGHWAY, 11.09 METERS (36.4 FT) EAST-NORTHEAST FROM THE CENTERLINE
 BR0938'OF A DRIVEWAY TO THE NORTH, 7.01 METERS (23 FT) SOUTHEAST FROM AN
 BR0938'UNDERGROUND TELEPHONE CABLE PEDESTAL, AND 0.73 METER (2.4 FT)
 BR0938'WEST-SOUTHWEST FROM A METAL WITNESS POST.  THE UNDERGROUND AZIMUTH
 BR0938'MARK IS A STANDARD GADT DISK STAMPED---132-212 1984 AZ MK---, SET
 BR0938'IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF
 BR0938'THE GROUND.  NOTE- THIS AZIMUTH MARK IS TIE TO BM 311 KK 30E USGS.
 BR0938'
 BR0938'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0938'DESCRIBED BY P.R. MILTON.
 BR0938
 BR0938                          STATION RECOVERY (1985)
 BR0938
 BR0938'RECOVERED 1985
 BR0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0939 ***********************************************************************
 BR0939  DESIGNATION -  BV 132 212 AZ MK
 BR0939  PID         -  BR0939
 BR0939  STATE/COUNTY-  GA/TATTNALL
 BR0939  USGS QUAD   -  GLENNVILLE (1973)
 BR0939
 BR0939                         *CURRENT SURVEY CONTROL
 BR0939  ___________________________________________________________________
 BR0939* NAD 83(1994)-  31 56 16.71941(N)    081 56 49.35761(W)     ADJUSTED  
 BR0939* NAVD 88     -        52.97   (+/-2cm)     173.8    (feet)  VERTCON   
 BR0939  ___________________________________________________________________
 BR0939  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 BR0939  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 BR0939
 BR0939  HORZ ORDER  -  SECOND
 BR0939  VERT ORDER  -  THIRD (See Below)
 BR0939
 BR0939.The horizontal coordinates were established by classical geodetic methods
 BR0939.and adjusted by the National Geodetic Survey in September 1997..
 BR0939
 BR0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0939.The vertical order pertains to the NGVD 29 superseded value.
 BR0939
 BR0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0939
 BR0939.The geoid height was determined by GEOID03.
 BR0939
 BR0939;                    North         East     Units Scale Factor Converg.
 BR0939;SPC GA E     -   214,861.172   220,764.760   MT  0.99990532   +0 06 58.3
 BR0939;SPC GA E     -   704,923.70    724,292.38   sFT  0.99990532   +0 06 58.3
 BR0939;UTM  17      - 3,533,952.391   410,484.681   MT  0.99969882   -0 30 03.7
 BR0939
 BR0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0939!SPC GA E     -   0.99999631  x   0.99990532  =   0.99990163
 BR0939!UTM  17      -   0.99999631  x   0.99969882  =   0.99969514
 BR0939
 BR0939                          SUPERSEDED SURVEY CONTROL
 BR0939
 BR0939  NAD 83(1986)-  31 56 16.71985(N)    081 56 49.35838(W) AD(       ) 2
 BR0939  NGVD 29 (09/27/88)   53.21   (m)          174.6    (f) LEVELING    3  
 BR0939
 BR0939.Superseded values are not recommended for survey control.
 BR0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0939.See file dsdata.txt to determine how the superseded data were derived.
 BR0939
 BR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1048533952(NAD 83)
 BR0939_MARKER: DD = SURVEY DISK
 BR0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0939+STABILITY: SURFACE MOTION
 BR0939
 BR0939  HISTORY     - Date     Condition        Report By
 BR0939  HISTORY     - 1984     MONUMENTED       GADT
 BR0939
 BR0939                          STATION DESCRIPTION
 BR0939
 BR0939'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0939'THE STATION IS LOCATED ABOUT 2.75 KM (1.4 MI) WEST FROM GLENNVILLE,
 BR0939'31.15 KM (19.35 MI) NORTH-NORTHEAST FROM ODUM, AND 31.55 KM (19.6
 BR0939'MI) NORTHWEST FROM LUDOWICI.  OWNERSHIP--STATE RIGHT OF WAY.
 BR0939'
 BR0939'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 301 AND STATE
 BR0939'ROUTES 144 AND 23 IN GLENNVILLE, GO NORTHWEST ALONG STATE ROUTE 144
 BR0939'FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF STATE ROUTE 144 TO THE LEFT.
 BR0939'TURN LEFT GOING SOUTHWEST ALONG STATE ROUTE 144 FOR 0.8 KM (0.5 MI)
 BR0939'TO THE STATION ON THE RIGHT.
 BR0939'
 BR0939'THE STATION IS A STANDARD GADT DISK
 BR0939'STAMPED---132-212 1984 AZ MK---,
 BR0939'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BR0939'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0939'IT IS LOCATED
 BR0939'5.88 METERS (19.3 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0939'HIGHWAY,
 BR0939'11.09 METERS (36.4 FT) EAST-NORTHEAST FROM THE CENTERLINE OF A
 BR0939'DRIVEWAY TO THE NORTH,
 BR0939'7.01 METERS (23 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0939'PEDESTAL,
 BR0939'AND 0.73 METER (2.4 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BR0939'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0939'STAMPED---132-212 1984 AZ MK---,
 BR0939'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0939'
 BR0939'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIHGWAY MAP TATTNALL
 BR0939'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY P.R.
 BR0939'MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1322 ***********************************************************************
 BS1322  DESIGNATION -  BV 132 213
 BS1322  PID         -  BS1322
 BS1322  STATE/COUNTY-  GA/TATTNALL
 BS1322  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1322
 BS1322                         *CURRENT SURVEY CONTROL
 BS1322  ___________________________________________________________________
 BS1322* NAD 83(1994)-  31 51 40.59314(N)    082 02 29.11058(W)     ADJUSTED  
 BS1322* NAVD 88     -        17.8    (meters)      58.     (feet)  VERTCON   
 BS1322  ___________________________________________________________________
 BS1322  X           -     750,740.373 (meters)                     COMP
 BS1322  Y           -  -5,369,959.835 (meters)                     COMP
 BS1322  Z           -   3,347,370.339 (meters)                     COMP
 BS1322  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 BS1322  ELLIP HEIGHT-         -11.62  (meters)          (09/03/97) GPS OBS
 BS1322  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 BS1322
 BS1322  HORZ ORDER  -  FIRST
 BS1322  ELLP ORDER  -  FOURTH    CLASS II
 BS1322
 BS1322.The horizontal coordinates were established by GPS observations
 BS1322.and adjusted by the National Geodetic Survey in September 1997..
 BS1322
 BS1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1322
 BS1322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1322
 BS1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1322
 BS1322.The ellipsoidal height was determined by GPS observations
 BS1322.and is referenced to NAD 83.
 BS1322
 BS1322.The geoid height was determined by GEOID03.
 BS1322
 BS1322;                    North         East     Units Scale Factor Converg.
 BS1322;SPC GA E     -   206,342.731   211,851.592   MT  0.99990173   +0 03 58.0
 BS1322;SPC GA E     -   676,976.11    695,049.76   sFT  0.99990173   +0 03 58.0
 BS1322;UTM  17      - 3,525,531.989   401,482.115   MT  0.99971970   -0 32 59.2
 BS1322
 BS1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1322!SPC GA E     -   1.00000182  x   0.99990173  =   0.99990355
 BS1322!UTM  17      -   1.00000182  x   0.99971970  =   0.99972152
 BS1322
 BS1322|---------------------------------------------------------------------|
 BS1322| PID    Reference Object                     Distance      Geod. Az  |
 BS1322|                                                           dddmmss.s |
 BS1322| CS9236 BV 132 213 RM 1                      23.258 METERS 02729     |
 BS1322| BS1323 BV 132 213 AZ MK                    384.572 METERS 30953     |
 BS1322|---------------------------------------------------------------------|
 BS1322
 BS1322                          SUPERSEDED SURVEY CONTROL
 BS1322
 BS1322  NAD 83(1986)-  31 51 40.59779(N)    082 02 29.11646(W) AD(       ) 1
 BS1322  NGVD 29 (09/27/88)   18.1    (m)           59.     (f) GPS OBS        
 BS1322
 BS1322.Superseded values are not recommended for survey control.
 BS1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1322.See file dsdata.txt to determine how the superseded data were derived.
 BS1322
 BS1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0148225532(NAD 83)
 BS1322_MARKER: DD = SURVEY DISK
 BS1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1322+STABILITY: SURFACE MOTION
 BS1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1322+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1985
 BS1322
 BS1322  HISTORY     - Date     Condition        Report By
 BS1322  HISTORY     - 1984     MONUMENTED       GADT
 BS1322  HISTORY     - 19850830 GOOD
 BS1322
 BS1322                          STATION DESCRIPTION
 BS1322
 BS1322'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1322'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) SOUTHWEST FROM
 BS1322'GLENNVILLE, 21.25 KM (13.2 MI) NORTHEAST FROM SURRENCY, AND
 BS1322'32.5 KM (20.2 MI) WEST-NORTHWEST FROM LUDOWICI.
 BS1322'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1322'
 BS1322'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 121, 169, AND
 BS1322'144, ABOUT 1.3 KM (0.8 MI) SOUTHWEST FROM THE JOHN C. BEASLY
 BS1322'MEMORIAL BRIDGE OVER THE ALTAMAHA RIVER, ALSO 19.2 KM (12 MI)
 BS1322'SOUTHWEST FROM GLENNVILLE, GO NORTHEAST ALONG STATE ROUTES
 BS1322'121, 144, AND 169 FOR 4.8 KM (3 MI) TO THE JUNCTION OF DIRT COUNTY
 BS1322'ROAD 441 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 441
 BS1322'FOR 3.2 KM (2 MI) TO THE JUNCTION OF A DIRT ROAD TO THE LEFT.
 BS1322'CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 441 FOR 0.65 KM (0.4 MI)
 BS1322'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING SOUTHEAST ALONG
 BS1322'COUNTY ROAD 441 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF A DRIVEWAY
 BS1322'TO THE RIGHT WITH A DOUBLE GATE AND THE STATION ON THE RIGHT.
 BS1322'
 BS1322'THE STATION IS A STANDARD GADT DISK
 BS1322'STAMPED---132-213 1984---,
 BS1322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1322'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1322'IT IS LOCATED
 BS1322'13.4 METERS (44 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD,
 BS1322'6.58 METERS (21.6 FT) SOUTH FROM THE SOUTHEAST END OF A 24 INCH
 BS1322'CONCRETE PIPE CULVERT UNDER A DRIVEWAY TO THE SOUTH,
 BS1322'4.5 METERS (14.8 FT) SOUTH-SOUTHEAST FROM THE EASTERN MOST GATE POST
 BS1322'FROM THE DOUBLE GATE OF THE DRIVEWAY,
 BS1322'33.01 METERS (108.3 FT) WEST-SOUTHWEST FROM AN UNDERGROUND TELEPHONE
 BS1322'CABLE PEDESTAL, AND
 BS1322'0.91 METER (3 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BS1322'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1322'STAMPED---132-213 1984---,
 BS1322'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1322'
 BS1322'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1322'STAMPED---132-213 1984 RM 1---,
 BS1322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1322'AND RECESSED 2.5 CM BELOW THE SURFACE OF THE GROUND.
 BS1322'IT IS LOCATED
 BS1322'10.52 METERS (34.5 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 BS1322'10.28 METERS (33.7 FT) NORTHEAST FROM THE UNDERGROUND TELEPHONE
 BS1322'CABLE PEDESTAL,
 BS1322'18.54 METERS (60.8 FT) SOUTH FROM THE SOUTHEAST END OF THE CONCRETE
 BS1322'PIPE, AND
 BS1322'0.64 METER (2.1 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BS1322'
 BS1322'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1322'STAMPED---132-213 1984 AZ MK---,
 BS1322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1322'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1322'IT IS LOCATED
 BS1322'14.17 METERS (46.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BS1322'ROAD,
 BS1322'40.48 METERS (132.8 FT) NORTHWEST FROM THE NORTH END OF A 24 INCH
 BS1322'CONCRETE PIPE UNDER THE COUNTY ROAD,
 BS1322'21.79 METERS (71.5 FT) NORTHWEST FROM A POWER POLE,
 BS1322'32.4 METERS (106.5 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 BS1322'PEDESTAL, AND
 BS1322'0.85 METER (2.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BS1322'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1322'STAMPED---132-213 1984 AZ MK---,
 BS1322'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1322'HEIGHT OF LIGHT ABOVE THE STATION 1.50 METERS.
 BS1322'DESCRIBED BY T.B. KNIGHT.
 BS1322'
 BS1322'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1322'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL COUNTY GEORGIA
 BS1322'1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B. KNIGHT.
 BS1322
 BS1322                          STATION RECOVERY (1985)
 BS1322
 BS1322'RECOVERED 1985
 BS1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1323 ***********************************************************************
 BS1323  DESIGNATION -  BV 132 213 AZ MK
 BS1323  PID         -  BS1323
 BS1323  STATE/COUNTY-  GA/TATTNALL
 BS1323  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1323
 BS1323                         *CURRENT SURVEY CONTROL
 BS1323  ___________________________________________________________________
 BS1323* NAD 83(1994)-  31 51 48.59844(N)    082 02 40.33744(W)     ADJUSTED  
 BS1323* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 BS1323  ___________________________________________________________________
 BS1323  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 BS1323  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 BS1323
 BS1323  HORZ ORDER  -  SECOND
 BS1323
 BS1323.The horizontal coordinates were established by classical geodetic methods
 BS1323.and adjusted by the National Geodetic Survey in September 1997..
 BS1323.No horizontal observational check was made to the station.
 BS1323
 BS1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1323
 BS1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1323
 BS1323.The geoid height was determined by GEOID03.
 BS1323
 BS1323;                    North         East     Units Scale Factor Converg.
 BS1323;SPC GA E     -   206,588.943   211,556.217   MT  0.99990165   +0 03 52.1
 BS1323;SPC GA E     -   677,783.89    694,080.69   sFT  0.99990165   +0 03 52.1
 BS1323;UTM  17      - 3,525,781.317   401,189.457   MT  0.99972041   -0 33 05.2
 BS1323
 BS1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1323!SPC GA E     -   1.00000163  x   0.99990165  =   0.99990328
 BS1323!UTM  17      -   1.00000163  x   0.99972041  =   0.99972204
 BS1323
 BS1323                          SUPERSEDED SURVEY CONTROL
 BS1323
 BS1323  NAD 83(1986)-  31 51 48.60337(N)    082 02 40.34303(W) AD(       ) 2
 BS1323  NGVD 29 (09/27/88)   19.1    (m)           63.     (f) VERT ANG       
 BS1323
 BS1323.Superseded values are not recommended for survey control.
 BS1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1323.See file dsdata.txt to determine how the superseded data were derived.
 BS1323
 BS1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0118925781(NAD 83)
 BS1323_MARKER: DD = SURVEY DISK
 BS1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1323+STABILITY: SURFACE MOTION
 BS1323
 BS1323  HISTORY     - Date     Condition        Report By
 BS1323  HISTORY     - 1984     MONUMENTED       GADT
 BS1323
 BS1323                          STATION DESCRIPTION
 BS1323
 BS1323'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1323'THE STATION IS LOCATED 13.5 KM (8.4 MI) SOUTHWEST FROM GLENNVILLE,
 BS1323'21.25 KM (13.2 MI) NORTHEAST FROM SURRENCY, AND 32.2 KM (20.2 MI)
 BS1323'WEST-NORTHWEST FROM LUDOWICI.  OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1323'
 BS1323'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 121, 169, AND
 BS1323'144, ABOUT 1.3KM (0.8 MI) SOUTHWEST FROM THE JOHN C. BEASLY
 BS1323'MEMORIAL BRIDGE OVER THE ALTAMAHA RIVER, ALSO 19.2 KM (12 MI)
 BS1323'SOUTHWEST FRON GLENNVILLE, GO NORTHEAST ALONG STATE ROUTES 121,
 BS1323'144, AND 169 FOR 4.8 KM (3 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 BS1323'441 TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 441 FOR
 BS1323'3.2 KM (2 MI) TO THE JUNCTION OF A DIRT ROAD TO THE LEFT.  CONTINUE
 BS1323'GOING SOUTHEAST ALONG COUNTY ROAD 441 FOR 0.65 KM (0.4 MI) TO THE
 BS1323'STATION ON THE LEFT.
 BS1323'
 BS1323'THE STATION IS A STANDARD GADT DISK
 BS1323'STAMPED---132-213 1984 AZ MK---,
 BS1323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 BS1323'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BS1323'IT IS LOCATED
 BS1323'14.17 METERS (46.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BS1323'ROAD,
 BS1323'40.48 METERS (132.8 FT) NORTHWEST FROM THE NORTH END OF A 24 INCH
 BS1323'CONCRETE PIPE UNDER THE COUNTY ROAD,
 BS1323'21.79 METERS (71.5 FT) NORTHWEST FROM A POWER POLE,
 BS1323'32.4 METERS (106.5 FT) NORTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 BS1323'PEDESTAL, AND
 BS1323'0.85 METER (2.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BS1323'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1323'STAMPED---132-213 1984 AZ MK---,
 BS1323'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1323'
 BS1323'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BS1323'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B.
 BS1323'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2806 ***********************************************************************
 CL2806  DESIGNATION -  BV 132 214
 CL2806  PID         -  CL2806
 CL2806  STATE/COUNTY-  GA/TATTNALL
 CL2806  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL2806
 CL2806                         *CURRENT SURVEY CONTROL
 CL2806  ___________________________________________________________________
 CL2806* NAD 83(1994)-  32 04 58.91534(N)    082 06 50.38470(W)     ADJUSTED  
 CL2806* NAVD 88     -        63.15   (+/-2cm)     207.2    (feet)  VERTCON   
 CL2806  ___________________________________________________________________
 CL2806  X           -     742,156.533 (meters)                     COMP
 CL2806  Y           -  -5,358,047.344 (meters)                     COMP
 CL2806  Z           -   3,368,254.018 (meters)                     COMP
 CL2806  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 CL2806  ELLIP HEIGHT-          33.81  (meters)          (09/03/97) GPS OBS
 CL2806  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL2806
 CL2806  HORZ ORDER  -  FIRST
 CL2806  VERT ORDER  -  THIRD (See Below)
 CL2806  ELLP ORDER  -  FOURTH    CLASS II
 CL2806
 CL2806.The horizontal coordinates were established by GPS observations
 CL2806.and adjusted by the National Geodetic Survey in September 1997..
 CL2806
 CL2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2806.The vertical order pertains to the NGVD 29 superseded value.
 CL2806
 CL2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2806
 CL2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2806
 CL2806.The ellipsoidal height was determined by GPS observations
 CL2806.and is referenced to NAD 83.
 CL2806
 CL2806.The geoid height was determined by GEOID03.
 CL2806
 CL2806;                    North         East     Units Scale Factor Converg.
 CL2806;SPC GA E     -   230,924.374   204,972.053   MT  0.99990030   +0 01 40.7
 CL2806;SPC GA E     -   757,624.38    672,479.14   sFT  0.99990030   +0 01 40.7
 CL2806;UTM  17      - 3,550,182.116   394,869.174   MT  0.99973630   -0 35 30.3
 CL2806
 CL2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2806!SPC GA E     -   0.99999469  x   0.99990030  =   0.99989499
 CL2806!UTM  17      -   0.99999469  x   0.99973630  =   0.99973099
 CL2806
 CL2806:                Primary Azimuth Mark                     Grid Az
 CL2806:SPC GA E     -  BV 132 214 AZ MK                         133 38 28.0
 CL2806:UTM  17      -  BV 132 214 AZ MK                         134 15 39.0
 CL2806
 CL2806|---------------------------------------------------------------------|
 CL2806| PID    Reference Object                     Distance      Geod. Az  |
 CL2806|                                                           dddmmss.s |
 CL2806| CL2934 BV 132 214 AZ MK                    APPROX. 0.7 KM 1334008.7 |
 CL2806| CL0165 Z 308                                12.364 METERS 35531     |
 CL2806|---------------------------------------------------------------------|
 CL2806
 CL2806                          SUPERSEDED SURVEY CONTROL
 CL2806
 CL2806  NAD 83(1986)-  32 04 58.92100(N)    082 06 50.38703(W) AD(       ) 1
 CL2806  NGVD 29 (12/08/88)   63.37   (m)          207.9    (f) LEVELING    3  
 CL2806
 CL2806.Superseded values are not recommended for survey control.
 CL2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2806.See file dsdata.txt to determine how the superseded data were derived.
 CL2806
 CL2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9486950182(NAD 83)
 CL2806_MARKER: DD = SURVEY DISK
 CL2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2806+STABILITY: SURFACE MOTION
 CL2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2806+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 CL2806
 CL2806  HISTORY     - Date     Condition        Report By
 CL2806  HISTORY     - 1985     MONUMENTED       GADT
 CL2806  HISTORY     - 19861117 GOOD
 CL2806  HISTORY     - 20031203 GOOD             GADT
 CL2806
 CL2806                          STATION DESCRIPTION
 CL2806
 CL2806'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2806'THE STATION IS LOCATED IN REIDSVILLE APPROXIMATELY 0.2 KM (0.35 MI)
 CL2806'SOUTHEAST OF THE TATTNALL COUNTY COURTHOUSE.
 CL2806'OWNWRSHIP--STATE RIGHT OF WAY.
 CL2806'
 CL2806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2806'ROUTES 23 AND 121 IN REIDSVILLE, GO SOUTH ON THE STATE ROUTES FOR
 CL2806'0.56 KM (0.35 MI) TO THE STATION ON THE LEFT AT THE NORTHWEST CORNER
 CL2806'AND OUTSIDE THE FENCE OF THE TATTNALL COUNTY PROPERTY YARD.
 CL2806'
 CL2806'THE STATION IS A STANDARD GADT DISK
 CL2806'STAMPED---132-214 1985---,
 CL2806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2806'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2806'17.8 METERS (58.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 CL2806'5.2 METERS (17.0 FT) NORTHEAST FROM THE BACK EDGE OF THE CONCRETE
 CL2806'CURB OF THE STATE ROAD,
 CL2806'4.1 METERS (13.4 FT) SOUTHWEST FROM A 8 FT HIGH FENCE,
 CL2806'1.55 METERS (5.1 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND,
 CL2806'1.4 METERS (3.4 FT) SOUTHWEST FROM THE EDGE OF A CONCRETE SIDEWALK.
 CL2806'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2806'STAMPED---132-214 1985---,
 CL2806'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2806'
 CL2806'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2806'STAMPED---132-214 1985 AZ MK---,
 CL2806'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2806'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2806'39.2 METERS (128.7 FT) NORTHWEST FROM A TELEPHONE BOX,
 CL2806'30.2 METERS (99.0 FT) SOUTH-SOUTHEAST FROM A NO PARKING SIGN,
 CL2806'6.3 METERS (20.7 FT) SOUTHWEST FROM THE EDGE OF THE HIGHWAY AND,
 CL2806'0.97 METERS (3.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2806'TO REACH THE AZIMUTH FROM THE STATION,
 CL2806'GO SOUTHEAST FOR 0.6 KM (0.4 MI) ON THE STATE ROUTES TO THE STATION
 CL2806'ON THE RIGHT AT A SMALL CLINIC SOUTHEAST OF THE TATTNALL HOSPITAL.
 CL2806'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2806'STAMPED---132-214 1985 AZ MK---,
 CL2806'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2806'
 CL2806'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2806'
 CL2806'DESCRIBED BY B. PUTZIGER.
 CL2806
 CL2806                          STATION RECOVERY (1986)
 CL2806
 CL2806'RECOVERED 1986
 CL2806'RECOVERED IN GOOD CONDITION.
 CL2806
 CL2806                          STATION RECOVERY (2003)
 CL2806
 CL2806'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL2806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2934 ***********************************************************************
 CL2934  DESIGNATION -  BV 132 214 AZ MK
 CL2934  PID         -  CL2934
 CL2934  STATE/COUNTY-  GA/TATTNALL
 CL2934  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL2934
 CL2934                         *CURRENT SURVEY CONTROL
 CL2934  ___________________________________________________________________
 CL2934* NAD 83(1994)-  32 04 42.16574(N)    082 06 29.77692(W)     ADJUSTED  
 CL2934* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 CL2934  ___________________________________________________________________
 CL2934  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 CL2934  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CL2934
 CL2934  HORZ ORDER  -  SECOND
 CL2934
 CL2934.The horizontal coordinates were established by classical geodetic methods
 CL2934.and adjusted by the National Geodetic Survey in September 1997..
 CL2934
 CL2934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2934
 CL2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2934
 CL2934.The geoid height was determined by GEOID03.
 CL2934
 CL2934;                    North         East     Units Scale Factor Converg.
 CL2934;SPC GA E     -   230,408.778   205,512.705   MT  0.99990037   +0 01 51.6
 CL2934;SPC GA E     -   755,932.80    674,252.93   sFT  0.99990037   +0 01 51.6
 CL2934;UTM  17      - 3,549,660.789   395,404.130   MT  0.99973492   -0 35 19.1
 CL2934
 CL2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2934!SPC GA E     -   0.99999506  x   0.99990037  =   0.99989543
 CL2934!UTM  17      -   0.99999506  x   0.99973492  =   0.99972998
 CL2934
 CL2934                          SUPERSEDED SURVEY CONTROL
 CL2934
 CL2934  NAD 83(1986)-  32 04 42.17090(N)    082 06 29.77982(W) AD(       ) 2
 CL2934  NGVD 29 (06/19/89)   61.     (m)          200.     (f) VERT ANG       
 CL2934
 CL2934.Superseded values are not recommended for survey control.
 CL2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2934.See file dsdata.txt to determine how the superseded data were derived.
 CL2934
 CL2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9540449661(NAD 83)
 CL2934_MARKER: DD = SURVEY DISK
 CL2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2934+STABILITY: SURFACE MOTION
 CL2934
 CL2934  HISTORY     - Date     Condition        Report By
 CL2934  HISTORY     - 1985     MONUMENTED       GADT
 CL2934  HISTORY     - 20031203 MARK NOT FOUND   GADT
 CL2934
 CL2934                          STATION DESCRIPTION
 CL2934
 CL2934'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2934'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI)
 CL2934'SOUTHEAST OF THE TATTNALL COUNTY COURTHOUSE IN REIDSVILLE.
 CL2934'OWNERSHIP--STATE RIGHT OF WAY.
 CL2934'
 CL2934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2934'ROUTES 23 AND 121 IN REIDSVILLE, GO SOUTHEAST FOR 1.0 KM (0.6 MI) TO
 CL2934'A SMALL CLINIC ON THE LEFT JUST SOUTHEAST OF THE TATTNALL COUNTY
 CL2934'HOSPITAL AND THE STATION ON THE RIGHT.
 CL2934'
 CL2934'THE STATION IS A STANDARD GADT DISK
 CL2934'STAMPED---132-214 1985 AZ MK---,
 CL2934'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2934'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2934'39.2 METERS (128.7 FT) NORTHWEST FROM A TELEPHONE BOX,
 CL2934'30.2 METERS (99.0 FT) SOUTH-SOUTHEAST FROM A NO PARKING SIGN,
 CL2934'6.3 METERS (20.7 FT) SOUTHWEST FROM THE EDGE OF THE STATE ROUTE AND,
 CL2934'0.97 METERS (3.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2934'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2934'STAMPED---132-214 1985 AZ MK---,
 CL2934'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2934'
 CL2934'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2934'
 CL2934'DESCRIBED BY B. PUTZIGER.
 CL2934
 CL2934                          STATION RECOVERY (2003)
 CL2934
 CL2934'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL2934'A NEW SUPERMARKET HAS BEEN BUILT IN THE AREA AND THE STATION IS
 CL2934'BELIEVED DESTROYED BY NEW TURN LANES AND ENTRANCE DRIVEWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2807 ***********************************************************************
 CL2807  DESIGNATION -  BV 132 215
 CL2807  PID         -  CL2807
 CL2807  STATE/COUNTY-  GA/TATTNALL
 CL2807  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL2807
 CL2807                         *CURRENT SURVEY CONTROL
 CL2807  ___________________________________________________________________
 CL2807* NAD 83(1994)-  32 04 17.07862(N)    082 02 44.00808(W)     ADJUSTED  
 CL2807* NAVD 88     -        60.1    (meters)     197.     (feet)  VERTCON   
 CL2807  ___________________________________________________________________
 CL2807  X           -     748,650.325 (meters)                     COMP
 CL2807  Y           -  -5,357,831.983 (meters)                     COMP
 CL2807  Z           -   3,367,160.288 (meters)                     COMP
 CL2807  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 CL2807  ELLIP HEIGHT-          30.43  (meters)          (09/03/97) GPS OBS
 CL2807  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CL2807
 CL2807  HORZ ORDER  -  FIRST
 CL2807  ELLP ORDER  -  FOURTH    CLASS II
 CL2807
 CL2807.The horizontal coordinates were established by GPS observations
 CL2807.and adjusted by the National Geodetic Survey in September 1997..
 CL2807
 CL2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2807
 CL2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2807
 CL2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2807
 CL2807.The ellipsoidal height was determined by GPS observations
 CL2807.and is referenced to NAD 83.
 CL2807
 CL2807.The geoid height was determined by GEOID03.
 CL2807
 CL2807;                    North         East     Units Scale Factor Converg.
 CL2807;SPC GA E     -   229,641.039   211,433.939   MT  0.99990161   +0 03 51.5
 CL2807;SPC GA E     -   753,413.98    693,679.51   sFT  0.99990161   +0 03 51.5
 CL2807;UTM  17      - 3,548,829.210   401,315.690   MT  0.99972010   -0 33 18.8
 CL2807
 CL2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2807!SPC GA E     -   0.99999522  x   0.99990161  =   0.99989683
 CL2807!UTM  17      -   0.99999522  x   0.99972010  =   0.99971532
 CL2807
 CL2807                          SUPERSEDED SURVEY CONTROL
 CL2807
 CL2807  NAD 83(1986)-  32 04 17.08303(N)    082 02 44.01220(W) AD(       ) 1
 CL2807  NGVD 29 (12/08/88)   60.4    (m)          198.     (f) GPS OBS        
 CL2807
 CL2807.Superseded values are not recommended for survey control.
 CL2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2807.See file dsdata.txt to determine how the superseded data were derived.
 CL2807
 CL2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0131648829(NAD 83)
 CL2807_MARKER: DD = SURVEY DISK
 CL2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2807+STABILITY: SURFACE MOTION
 CL2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2807+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1987
 CL2807
 CL2807  HISTORY     - Date     Condition        Report By
 CL2807  HISTORY     - 1985     MONUMENTED       GADT
 CL2807  HISTORY     - 19870105 GOOD
 CL2807
 CL2807                          STATION DESCRIPTION
 CL2807
 CL2807'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2807'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI)
 CL2807'EAST-SOUTHEAST OF REIDSVILLE,
 CL2807'17.0 KM (10.6 MI) NORTHWEST OF GLENNVILLE AND,
 CL2807'10.3 KM (6.4 MI) SOUTH-SOUTHWEST OF MANASSAS AT A FIELD ENTRANCE.
 CL2807'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2807'
 CL2807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2807'ROUTES 23 AND 121 IN REIDSVILLE, GO SOUTHEAST ON THE STATE ROUTES
 CL2807'FPR 3.4 KM (2.1 MI) TO COUNTY PAVED ROAD 476, BUBBA KENNEDY ROAD.
 CL2807'TURN LEFT, EAST, FOR 4.5 KM (2.8 MI) TO THE CROSSING OF COUNTY ROAD
 CL2807'473, SAND LEFT PAVED RIGHT AND THE STATION IN THE SOUTHEAST
 CL2807'QUADRANT AT A FIELD ENTRANCE UNFENCED.
 CL2807'
 CL2807'THE STATION IS A STANDARD GADT DISK
 CL2807'STAMPED---132-215 1985---,
 CL2807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2807'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2807'28.3 METERS (93.0 FT) EAST-SOUTHEAST FROM A STOP SIGN WITH POWER
 CL2807'GUY AND TELEPHONE BOX,
 CL2807'12.1 METERS (39.8 FT) SOUTH FROM THE CENTER OF ROAD 476,
 CL2807'8.3 METERS (27.3 FT) EAST FROM THE CENTER OF ROUTE 473,
 CL2807'2.3 METERS (7.6 FT) NORTH FROM A WITNESS POST AND,
 CL2807'2.1 METERS (6.9 FT) SOUTHEAST FROM A STOP SIGN.
 CL2807'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2807'STAMPED---132-215---,
 CL2807'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2807'
 CL2807'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2807'STAMPED---132-215 1985 AZ MK---,
 CL2807'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2807'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2807'13.0 METERS (42.5 FT) SOUTH FROM THE CENTER OF ROUTE 476,
 CL2807'5.5 METERS (18.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A CEMENT
 CL2807'PIPE CULVERT OF A WOODS ROAD,
 CL2807'1.83 METERS (6.0 FT) WEST FROM A WITNESS POST AND,
 CL2807'1.4 METERS (4.7 FT) NORTH-NORTHEAST FROM THE CENTER OF A 30 CM
 CL2807'FENCH POST.
 CL2807'TO REACH THE AZIMUTH FROM THE STATION,
 CL2807'GO EAST FOR 0.38 KM (0.3 MI) ON BUBBA KENNEDY ROAD TO A WOODS ROAD
 CL2807'ON THE RIGHT AND THE STATION.
 CL2807'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2807'STAMPED---132-215 1985 AZ MK---,
 CL2807'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CL2807'
 CL2807'DESCRIBED BY B.PUTZIGER.
 CL2807
 CL2807                          STATION RECOVERY (1987)
 CL2807
 CL2807'RECOVERED 1987
 CL2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2935 ***********************************************************************
 CL2935  DESIGNATION -  BV 132 215 AZ MK
 CL2935  PID         -  CL2935
 CL2935  STATE/COUNTY-  GA/TATTNALL
 CL2935  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL2935
 CL2935                         *CURRENT SURVEY CONTROL
 CL2935  ___________________________________________________________________
 CL2935* NAD 83(1994)-  32 04 16.36638(N)    082 02 25.58524(W)     ADJUSTED  
 CL2935* NAVD 88     -        60.     (meters)     197.     (feet)  VERTCON   
 CL2935  ___________________________________________________________________
 CL2935  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CL2935  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 CL2935
 CL2935  HORZ ORDER  -  SECOND
 CL2935
 CL2935.The horizontal coordinates were established by classical geodetic methods
 CL2935.and adjusted by the National Geodetic Survey in September 1997..
 CL2935.No horizontal observational check was made to the station.
 CL2935
 CL2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2935
 CL2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2935
 CL2935.The geoid height was determined by GEOID03.
 CL2935
 CL2935;                    North         East     Units Scale Factor Converg.
 CL2935;SPC GA E     -   229,619.657   211,917.106   MT  0.99990175   +0 04 01.3
 CL2935;SPC GA E     -   753,343.82    695,264.71   sFT  0.99990175   +0 04 01.3
 CL2935;UTM  17      - 3,548,802.610   401,798.509   MT  0.99971893   -0 33 09.0
 CL2935
 CL2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2935!SPC GA E     -   0.99999525  x   0.99990175  =   0.99989700
 CL2935!UTM  17      -   0.99999525  x   0.99971893  =   0.99971418
 CL2935
 CL2935                          SUPERSEDED SURVEY CONTROL
 CL2935
 CL2935  NAD 83(1986)-  32 04 16.37034(N)    082 02 25.58938(W) AD(       ) 2
 CL2935  NGVD 29 (06/19/89)   60.     (m)          197.     (f) VERT ANG       
 CL2935
 CL2935.Superseded values are not recommended for survey control.
 CL2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2935.See file dsdata.txt to determine how the superseded data were derived.
 CL2935
 CL2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0179948803(NAD 83)
 CL2935_MARKER: DD = SURVEY DISK
 CL2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2935+STABILITY: SURFACE MOTION
 CL2935
 CL2935  HISTORY     - Date     Condition        Report By
 CL2935  HISTORY     - 1985     MONUMENTED       GADT
 CL2935
 CL2935                          STATION DESCRIPTION
 CL2935
 CL2935'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2935'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI)
 CL2935'EAST-SOUTHEAST OF OF REIDSVILLE,
 CL2935'17.0 KM (10.6 MI) NORTHWEST OF GLENNVILLE AND,
 CL2935'10.3 KM (6.4 MI) SOUTH-SOUTHWEST OF OF MANASSAS.
 CL2935'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2935'
 CL2935'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CL2935'STATE ROUTES 23 AND 121 IN REIDSVILLE, GO SOUTH ON THE STATE ROUTES
 CL2935'FOR 3.4 KM (2.1 MI) TO COUNTY PAVED ROAD 476, BUBBA KENNEDY ROAD.
 CL2935'TURN LEFT EAST, FOR 4.5 KM (2.8 MI) TO THE CROSSING OF COUNTY ROAD
 CL2935'473, PAVED RIGHT SAND LEFT.  CONTINUE AHEAD FOR 0.48 KM (0.3 MI) TO
 CL2935'A WOODS ROAD RIGHT AND THE STATION.
 CL2935'
 CL2935'THE STATION IS A STANDARD GADT DISK
 CL2935'STAMPED---132-215 1985 AZ MK---,
 CL2935'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2935'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2935'13.0 METERS (42.5 FT) SOUTH FROM THE CENTER OF THE ROAD,
 CL2935'5.55 METERS (18.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A PIPE
 CL2935'CULVERT UNDER THE WOODS ROAD,
 CL2935'1.83 METERS (6.0 FT) WEST FROM A WITNESS POST AND,
 CL2935'1.4 METERS (4.7 FT) NORTH-NORTHEAST FROM A 30
 CL2935'CM IN DIAMETER FENCE POST.
 CL2935'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2935'STAMPED---132-215 1985 AZ MK---,
 CL2935'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 CL2935'
 CL2935'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2935'
 CL2935'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2808 ***********************************************************************
 CL2808  DESIGNATION -  BV 132 216
 CL2808  PID         -  CL2808
 CL2808  STATE/COUNTY-  GA/TATTNALL
 CL2808  USGS QUAD   -  COLLINS (1970)
 CL2808
 CL2808                         *CURRENT SURVEY CONTROL
 CL2808  ___________________________________________________________________
 CL2808* NAD 83(1994)-  32 08 08.33570(N)    082 07 13.27005(W)     ADJUSTED  
 CL2808* NAVD 88     -        54.39   (+/-2cm)     178.4    (feet)  VERTCON   
 CL2808  ___________________________________________________________________
 CL2808  X           -     741,135.860 (meters)                     COMP
 CL2808  Y           -  -5,355,050.265 (meters)                     COMP
 CL2808  Z           -   3,373,191.502 (meters)                     COMP
 CL2808  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 CL2808  ELLIP HEIGHT-          25.05  (meters)          (09/03/97) GPS OBS
 CL2808  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CL2808
 CL2808  HORZ ORDER  -  FIRST
 CL2808  VERT ORDER  -  THIRD (See Below)
 CL2808  ELLP ORDER  -  FOURTH    CLASS II
 CL2808
 CL2808.The horizontal coordinates were established by GPS observations
 CL2808.and adjusted by the National Geodetic Survey in September 1997..
 CL2808
 CL2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2808.The vertical order pertains to the NGVD 29 superseded value.
 CL2808
 CL2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2808
 CL2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2808
 CL2808.The ellipsoidal height was determined by GPS observations
 CL2808.and is referenced to NAD 83.
 CL2808
 CL2808.The geoid height was determined by GEOID03.
 CL2808
 CL2808;                    North         East     Units Scale Factor Converg.
 CL2808;SPC GA E     -   236,758.122   204,369.451   MT  0.99990024   +0 01 28.7
 CL2808;SPC GA E     -   776,763.94    670,502.11   sFT  0.99990024   +0 01 28.7
 CL2808;UTM  17      - 3,556,021.092   394,329.840   MT  0.99973770   -0 35 45.6
 CL2808
 CL2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2808!SPC GA E     -   0.99999607  x   0.99990024  =   0.99989631
 CL2808!UTM  17      -   0.99999607  x   0.99973770  =   0.99973377
 CL2808
 CL2808:                Primary Azimuth Mark                     Grid Az
 CL2808:SPC GA E     -  BV 132 216 AZ MK                         000 11 31.9
 CL2808:UTM  17      -  BV 132 216 AZ MK                         000 48 46.2
 CL2808
 CL2808|---------------------------------------------------------------------|
 CL2808| PID    Reference Object                     Distance      Geod. Az  |
 CL2808|                                                           dddmmss.s |
 CL2808| CL2936 BV 132 216 AZ MK                    APPROX. 1.4 KM 0001300.6 |
 CL2808| CL0157 J 309                                31.317 METERS 25319     |
 CL2808|---------------------------------------------------------------------|
 CL2808
 CL2808                          SUPERSEDED SURVEY CONTROL
 CL2808
 CL2808  NAD 83(1986)-  32 08 08.34166(N)    082 07 13.27096(W) AD(       ) 1
 CL2808  NGVD 29 (12/08/88)   54.60   (m)          179.1    (f) LEVELING    3  
 CL2808
 CL2808.Superseded values are not recommended for survey control.
 CL2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2808.See file dsdata.txt to determine how the superseded data were derived.
 CL2808
 CL2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9433056021(NAD 83)
 CL2808_MARKER: DD = SURVEY DISK
 CL2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2808+STABILITY: SURFACE MOTION
 CL2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2808+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 CL2808
 CL2808  HISTORY     - Date     Condition        Report By
 CL2808  HISTORY     - 1985     MONUMENTED       GADT
 CL2808  HISTORY     - 19861110 GOOD
 CL2808
 CL2808                          STATION DESCRIPTION
 CL2808
 CL2808'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2808'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 CL2808'NORTH OF REIDSVILLE AND
 CL2808'5.1 KM (3.2 MI) SOUTH OF COLLINS.
 CL2808'OWNERSHIP--STATE RIGHT OF WAY.
 CL2808'
 CL2808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2808'ROUTES 23 AND 121 IN REIDSVILLE, GO NORTH ON THE STATE HIGHWAY FOR
 CL2808'4.2 KM (2.65 MI) TO A BRIDGE OVER BRAZELLS CREEK.  CONTINUE AHEAD
 CL2808'FOR 1.3 KM (0.8 MI) TO THE KINGDOM HALL AND THE STATION ON THE
 CL2808'40 RIGHT.
 CL2808'
 CL2808'THE STATION IS A STANDARD GADT DISK
 CL2808'STAMPED---132-216 1985---,
 CL2808'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2808'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2808'19.1 METERS (62.6 FT) NORTH-NORTHWEST FROM A POWER POLE WITH LIGHT,
 CL2808'14.1 METERS (46.2 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 CL2808'9.5 METERS (31.1 FT) NORTH FROM THE CENTER OF THE SOUTH DRIVEWAY,
 CL2808'8.7 METERS (28.4 FT) SOUTHEAST FROM THE NORTH CEMENT CULVERT,
 CL2808'7.9 METERS (26.0 FT) NORTHEAST FROM THE SOUTH CEMENT CULVERT,
 CL2808'4.0 METERS (13.3 FT) NORTHEAST FROM A WITNESS POST AND,
 CL2808'3.5 METERS (11.6 FT) WEST FROM A YELLOW BRICK SIGN FOR THE HALL.
 CL2808'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2808'STAMPED---132-216 1985---,
 CL2808'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2808'
 CL2808'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2808'STAMPED---132-216 1985 AZ MK---,
 CL2808'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2808'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2808'46.2 METERS (151.4 FT) SOUTH-SOUTHWEST FROM A TELEPHONE BOX,
 CL2808'16.8 METERS (55.1 FT) NORTH FROM A CROSSROADS SIGN,
 CL2808'5.2 METERS (17.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CL2808'4.7 METERS (15.3 FT) SOUTHEAST FROM A FENCE POST WITH PECAN TREE
 CL2808'AND,
 CL2808'1.3 METERS (4.2 FT) EAST FROM A METAL WITNESS POST.
 CL2808'TO REACH THE AZIMUTH FROM THE STATION,
 CL2808'GO NORTH FOR 1.4 KM (0.85 MI) ON STATE ROUTES TO THE AZIMUTH MARK
 CL2808'ON THE LEFT.
 CL2808'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2808'STAMPED---132-216 1985 AZ MK---,
 CL2808'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2808'
 CL2808'DESCRIBED BY B. PUTZIGER.
 CL2808
 CL2808                          STATION RECOVERY (1986)
 CL2808
 CL2808'RECOVERED 1986
 CL2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2936 ***********************************************************************
 CL2936  DESIGNATION -  BV 132 216 AZ MK
 CL2936  PID         -  CL2936
 CL2936  STATE/COUNTY-  GA/TATTNALL
 CL2936  USGS QUAD   -  COLLINS (1970)
 CL2936
 CL2936                         *CURRENT SURVEY CONTROL
 CL2936  ___________________________________________________________________
 CL2936* NAD 83(1994)-  32 08 53.19939(N)    082 07 13.07048(W)     ADJUSTED  
 CL2936* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL2936  ___________________________________________________________________
 CL2936  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CL2936  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CL2936
 CL2936  HORZ ORDER  -  SECOND
 CL2936
 CL2936.The horizontal coordinates were established by classical geodetic methods
 CL2936.and adjusted by the National Geodetic Survey in September 1997..
 CL2936
 CL2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2936
 CL2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2936
 CL2936.The geoid height was determined by GEOID03.
 CL2936
 CL2936;                    North         East     Units Scale Factor Converg.
 CL2936;SPC GA E     -   238,139.904   204,374.087   MT  0.99990024   +0 01 28.8
 CL2936;SPC GA E     -   781,297.34    670,517.32   sFT  0.99990024   +0 01 28.8
 CL2936;UTM  17      - 3,557,402.517   394,349.442   MT  0.99973765   -0 35 46.2
 CL2936
 CL2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2936!SPC GA E     -   0.99999442  x   0.99990024  =   0.99989466
 CL2936!UTM  17      -   0.99999442  x   0.99973765  =   0.99973208
 CL2936
 CL2936                          SUPERSEDED SURVEY CONTROL
 CL2936
 CL2936  NAD 83(1986)-  32 08 53.20538(N)    082 07 13.06990(W) AD(       ) 2
 CL2936  NGVD 29 (06/19/89)   65.     (m)          213.     (f) VERT ANG       
 CL2936
 CL2936.Superseded values are not recommended for survey control.
 CL2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2936.See file dsdata.txt to determine how the superseded data were derived.
 CL2936
 CL2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9434957403(NAD 83)
 CL2936_MARKER: DD = SURVEY DISK
 CL2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2936+STABILITY: SURFACE MOTION
 CL2936
 CL2936  HISTORY     - Date     Condition        Report By
 CL2936  HISTORY     - 1985     MONUMENTED       GADT
 CL2936
 CL2936                          STATION DESCRIPTION
 CL2936
 CL2936'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2936'THE STATION IS LOCATED ABOUT 7.1 KM (4.3 MI)
 CL2936'NORTH OF REIDSVILLE AND
 CL2936'3.7 KM (2.4 MI) SOUTH OF COLLINS.
 CL2936'OWNERSHIP--STATE RIGHT OF WAY.
 CL2936'
 CL2936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 ANS STATE
 CL2936'ROUTES 23 AND 121 IN REIDSVILLE, GO NORTH ON THE STATE HIGHWAYS FOR
 CL2936'4.2 KM (2.65 MI) TO A BRIDGE OVER BRAZELLS CREEK,
 CL2936'CONTINUE AHEAD FOR 1.3 KM (0.8 MI) TO THE KINGDOM HALL ON THE RIGHT.
 CL2936'CONTINUE AHEAD FOR 1.4 KM (0.85 MI) TO THE STATION ON THE LEFT.
 CL2936'
 CL2936'THE STATION IS A STANDARD GADT DISK
 CL2936'STAMPED---132-216 1985 AZ MK---,
 CL2936'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2936'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2936'46.2 METERS (151.4 FT) SOUTH-SOUTHWEST FROM A TELEPHONE BOX,
 CL2936'16.8 METERS (55.1 FT) NORTH FROM A CROSSROADS SIGN,
 CL2936'5.2 METERS (17.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CL2936'4.7 METERS (15.3 FT) SOUTHEAST FROM A FENCE POST WITH PECAN TREE
 CL2936'AND,
 CL2936'1.3 METERS (4.2 FT) EAST FROM A WITNESS POST.
 CL2936'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2936'STAMPED---132-216 1985 AZ MK.---,
 CL2936'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2936'
 CL2936'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2936'
 CL2936'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2809 ***********************************************************************
 CL2809  DESIGNATION -  BV 132 217
 CL2809  PID         -  CL2809
 CL2809  STATE/COUNTY-  GA/TATTNALL
 CL2809  USGS QUAD   -  COLLINS (1970)
 CL2809
 CL2809                         *CURRENT SURVEY CONTROL
 CL2809  ___________________________________________________________________
 CL2809* NAD 83(1994)-  32 10 44.46889(N)    082 06 34.14439(W)     ADJUSTED  
 CL2809* NAVD 88     -        71.33   (+/-2cm)     234.0    (feet)  VERTCON   
 CL2809  ___________________________________________________________________
 CL2809  X           -     741,802.184 (meters)                     COMP
 CL2809  Y           -  -5,352,388.214 (meters)                     COMP
 CL2809  Z           -   3,377,272.021 (meters)                     COMP
 CL2809  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CL2809  ELLIP HEIGHT-          41.92  (meters)          (09/03/97) GPS OBS
 CL2809  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2809
 CL2809  HORZ ORDER  -  FIRST
 CL2809  VERT ORDER  -  THIRD (See Below)
 CL2809  ELLP ORDER  -  FOURTH    CLASS II
 CL2809
 CL2809.The horizontal coordinates were established by GPS observations
 CL2809.and adjusted by the National Geodetic Survey in September 1997..
 CL2809
 CL2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2809.The vertical order pertains to the NGVD 29 superseded value.
 CL2809
 CL2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2809
 CL2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2809
 CL2809.The ellipsoidal height was determined by GPS observations
 CL2809.and is referenced to NAD 83.
 CL2809
 CL2809.The geoid height was determined by GEOID03.
 CL2809
 CL2809;                    North         East     Units Scale Factor Converg.
 CL2809;SPC GA E     -   241,567.452   205,392.254   MT  0.99990036   +0 01 49.6
 CL2809;SPC GA E     -   792,542.55    673,857.75   sFT  0.99990036   +0 01 49.6
 CL2809;UTM  17      - 3,560,818.267   395,404.532   MT  0.99973491   -0 35 27.3
 CL2809
 CL2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2809!SPC GA E     -   0.99999342  x   0.99990036  =   0.99989378
 CL2809!UTM  17      -   0.99999342  x   0.99973491  =   0.99972833
 CL2809
 CL2809|---------------------------------------------------------------------|
 CL2809| PID    Reference Object                     Distance      Geod. Az  |
 CL2809|                                                           dddmmss.s |
 CL2809| CL0209 K 309                                87.557 METERS 11039     |
 CL2809| CL2937 BV 132 217 AZ MK                    469.860 METERS 1980533.4 |
 CL2809|---------------------------------------------------------------------|
 CL2809
 CL2809                          SUPERSEDED SURVEY CONTROL
 CL2809
 CL2809  NAD 83(1986)-  32 10 44.47435(N)    082 06 34.14440(W) AD(       ) 1
 CL2809  NGVD 29 (12/08/88)   71.53   (m)          234.7    (f) LEVELING    3  
 CL2809
 CL2809.Superseded values are not recommended for survey control.
 CL2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2809.See file dsdata.txt to determine how the superseded data were derived.
 CL2809
 CL2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9540560818(NAD 83)
 CL2809_MARKER: DD = SURVEY DISK
 CL2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2809+STABILITY: SURFACE MOTION
 CL2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2809+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 CL2809
 CL2809  HISTORY     - Date     Condition        Report By
 CL2809  HISTORY     - 1985     MONUMENTED       GADT
 CL2809  HISTORY     - 19861110 GOOD
 CL2809
 CL2809                          STATION DESCRIPTION
 CL2809
 CL2809'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2809'THE STATION IS LOCATED IN COLLINS ONE BLOCK EAST OF STATE ROUTES 23
 CL2809'AND 121 AND 11 METERS NORTH OF THE SEABOARD TRACK.
 CL2809'OWNERSHIP--TOWN OF COLLINS.
 CL2809'
 CL2809'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 121 AND
 CL2809'292 IN COLLINS, GO SOUTH ON STATE ROUTES 23 AND 121 FOR 0.16 KM
 CL2809'(0.1 MI) TO THE SECOND CROSSROAD JUST NORTH OF THE TRACK.  TURN
 CL2809'LEFT 0.08 KM (0.05 MI) TO A PAVED ROAD AND THE STATION ON THE RIGHT.
 CL2809'
 CL2809'THE STATION IS A STANDARD GADT DISK
 CL2809'STAMPED---132-127 1985---,
 CL2809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2809'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2809'33.8 METERS (110.8 FT) SOUTH FROM A ORANGE METAL BUILDING,
 CL2809'11.2 METERS (36.7 FT) NORTH FROM THE NORTH RAIL OF THE TRACK,
 CL2809'6.4 METERS (21.0 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 CL2809'2.4 METERS (7.7 FT) NORTH FROM A RAILROAD WARNING SIGN AND,
 CL2809'1.6 METERS (5.3 FT) EAST FROM A METAL WITNESS POST.
 CL2809'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2809'STAMPED---132-217 1985---,
 CL2809'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2809'
 CL2809'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2809'STAMPED---132-217 1985 AZ MK---,
 CL2809'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2809'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2809'38.1 METERS (125.1 FT) SOUTH FROM A POWER POLE WITH LIGHT AND GUY,
 CL2809'23.5 METERS (77.1 FT) WEST FROM A TELEPHONE BOX WITH PROPERTY MARK,
 CL2809'6.0 METERS (19.6 FT) EAST FROM THE NAIL IN THE CENTER OF THE ROAD,
 CL2809'1.6 METERS (5.1 FT) NORTH FROM A METAL WTNESS POST AND,
 CL2809'1.5 METERS (4.8 FT) WEST FROM A POWER POLE WITH TRANSFORMER AND GUY.
 CL2809'TO REACH THE AZIMUTH FROM THE STATION,
 CL2809'GO SOUTH FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD IN THAT DIRECTION
 CL2809'TO A Y IN THE ROAD AND THE STATION IN THE Y.
 CL2809'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2809'STAMPED---132-217 1985 AZ MK---,
 CL2809'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2809'
 CL2809'DESCRIBED BY B. PUTZIGER.
 CL2809
 CL2809                          STATION RECOVERY (1986)
 CL2809
 CL2809'RECOVERED 1986
 CL2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2937 ***********************************************************************
 CL2937  DESIGNATION -  BV 132 217 AZ MK
 CL2937  PID         -  CL2937
 CL2937  STATE/COUNTY-  GA/TATTNALL
 CL2937  USGS QUAD   -  COLLINS (1970)
 CL2937
 CL2937                         *CURRENT SURVEY CONTROL
 CL2937  ___________________________________________________________________
 CL2937* NAD 83(1994)-  32 10 29.96924(N)    082 06 39.71413(W)     ADJUSTED  
 CL2937* NAVD 88     -        71.     (meters)     233.     (feet)  VERTCON   
 CL2937  ___________________________________________________________________
 CL2937  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CL2937  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CL2937
 CL2937  HORZ ORDER  -  SECOND
 CL2937
 CL2937.The horizontal coordinates were established by classical geodetic methods
 CL2937.and adjusted by the National Geodetic Survey in September 1997..
 CL2937
 CL2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2937
 CL2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2937
 CL2937.The geoid height was determined by GEOID03.
 CL2937
 CL2937;                    North         East     Units Scale Factor Converg.
 CL2937;SPC GA E     -   241,120.791   205,246.589   MT  0.99990034   +0 01 46.7
 CL2937;SPC GA E     -   791,077.13    673,379.85   sFT  0.99990034   +0 01 46.7
 CL2937;UTM  17      - 3,560,373.285   395,254.057   MT  0.99973530   -0 35 30.1
 CL2937
 CL2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2937!SPC GA E     -   0.99999340  x   0.99990034  =   0.99989374
 CL2937!UTM  17      -   0.99999340  x   0.99973530  =   0.99972871
 CL2937
 CL2937                          SUPERSEDED SURVEY CONTROL
 CL2937
 CL2937  NAD 83(1986)-  32 10 29.97484(N)    082 06 39.71461(W) AD(       ) 2
 CL2937  NGVD 29 (06/19/89)   72.     (m)          236.     (f) VERT ANG       
 CL2937
 CL2937.Superseded values are not recommended for survey control.
 CL2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2937.See file dsdata.txt to determine how the superseded data were derived.
 CL2937
 CL2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9525460373(NAD 83)
 CL2937_MARKER: DD = SURVEY DISK
 CL2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2937+STABILITY: SURFACE MOTION
 CL2937
 CL2937  HISTORY     - Date     Condition        Report By
 CL2937  HISTORY     - 1985     MONUMENTED       GADT
 CL2937
 CL2937                          STATION DESCRIPTION
 CL2937
 CL2937'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2937'THE STATION IS LOCATED IN COLLINS.
 CL2937'OWNERSHIP--CITY RIGHT OF WAY.
 CL2937'
 CL2937'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 121 AND
 CL2937'292 IN COLLINS GO EAST ON ROUTE 292 FOR 0.16 KM (0.1 MI) TO A
 CL2937'CROSS STREET.  TURN RIGHT SOUTH FOR 0.6 KM (0.4 MI) PASSING ASSEMBLY
 CL2937'OF GOD CHURCH TO A Y ROAD AND THE STATION IN THE Y.
 CL2937'
 CL2937'THE STATION IS A STANDARD DADT DISK
 CL2937'STAMPED---132-217 1985 AZ MK---,
 CL2937'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2937'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2937'38.1 METERS (125.1 FT) SOUTH FROM A POWER POLE WITH LIGHT AND GUY,
 CL2937'23.5 METERS (77.1 FT) WEST FROM A TELEPHONE BOX AND PROPERTY MARKER,
 CL2937'6.0 METERS (19.6 FT) EAST FROM A NAIL IN THE CENTER OF THE EAST
 CL2937'ROAD,
 CL2937'1.6 METERS (5.1 FT) NORTH FROM A METAL WITNESS POST AND,
 CL2937'1.6 METERS (4.8 FT) WEST FROM A POWER POLE WITH TRANSFORMER AND GUY.
 CL2937'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2937'STAMPED---132-217 1985 AZ MK---,
 CL2937'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2937'
 CL2937'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2937'
 CL2937'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2810 ***********************************************************************
 CL2810  DESIGNATION -  BV 132 218
 CL2810  PID         -  CL2810
 CL2810  STATE/COUNTY-  GA/TATTNALL
 CL2810  USGS QUAD   -  COLLINS (1970)
 CL2810
 CL2810                         *CURRENT SURVEY CONTROL
 CL2810  ___________________________________________________________________
 CL2810* NAD 83(1994)-  32 09 42.16803(N)    082 01 37.68780(W)     ADJUSTED  
 CL2810* NAVD 88     -        64.22   (+/-2cm)     210.7    (feet)  VERTCON   
 CL2810  ___________________________________________________________________
 CL2810  X           -     749,635.052 (meters)                     COMP
 CL2810  Y           -  -5,352,322.191 (meters)                     COMP
 CL2810  Z           -   3,375,643.651 (meters)                     COMP
 CL2810  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CL2810  ELLIP HEIGHT-          34.49  (meters)          (09/03/97) GPS OBS
 CL2810  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 CL2810
 CL2810  HORZ ORDER  -  FIRST
 CL2810  VERT ORDER  -  THIRD (See Below)
 CL2810  ELLP ORDER  -  FOURTH    CLASS II
 CL2810
 CL2810.The horizontal coordinates were established by GPS observations
 CL2810.and adjusted by the National Geodetic Survey in September 1997..
 CL2810
 CL2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2810.The vertical order pertains to the NGVD 29 superseded value.
 CL2810
 CL2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2810
 CL2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2810
 CL2810.The ellipsoidal height was determined by GPS observations
 CL2810.and is referenced to NAD 83.
 CL2810
 CL2810.The geoid height was determined by GEOID03.
 CL2810
 CL2810;                    North         East     Units Scale Factor Converg.
 CL2810;SPC GA E     -   239,655.705   213,160.234   MT  0.99990214   +0 04 27.4
 CL2810;SPC GA E     -   786,270.43    699,343.20   sFT  0.99990214   +0 04 27.4
 CL2810;UTM  17      - 3,558,822.761   403,149.965   MT  0.99971567   -0 32 48.5
 CL2810
 CL2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2810!SPC GA E     -   0.99999458  x   0.99990214  =   0.99989673
 CL2810!UTM  17      -   0.99999458  x   0.99971567  =   0.99971026
 CL2810
 CL2810:                Primary Azimuth Mark                     Grid Az
 CL2810:SPC GA E     -  BV 132 218 AZ MK                         100 47 42.4
 CL2810:UTM  17      -  BV 132 218 AZ MK                         101 24 58.3
 CL2810
 CL2810|---------------------------------------------------------------------|
 CL2810| PID    Reference Object                     Distance      Geod. Az  |
 CL2810|                                                           dddmmss.s |
 CL2810| CL2938 BV 132 218 AZ MK                    APPROX. 1.0 KM 1005209.8 |
 CL2810| CL2910 304 Y                                72.486 METERS 30029     |
 CL2810|---------------------------------------------------------------------|
 CL2810
 CL2810                          SUPERSEDED SURVEY CONTROL
 CL2810
 CL2810  NAD 83(1986)-  32 09 42.17256(N)    082 01 37.68837(W) AD(       ) 1
 CL2810  NGVD 29 (12/08/88)   64.43   (m)          211.4    (f) LEVELING    3  
 CL2810
 CL2810.Superseded values are not recommended for survey control.
 CL2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2810.See file dsdata.txt to determine how the superseded data were derived.
 CL2810
 CL2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0315058823(NAD 83)
 CL2810_MARKER: DD = SURVEY DISK
 CL2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2810+STABILITY: SURFACE MOTION
 CL2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2810+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1987
 CL2810
 CL2810  HISTORY     - Date     Condition        Report By
 CL2810  HISTORY     - 1985     MONUMENTED       GADT
 CL2810  HISTORY     - 19870105 GOOD
 CL2810
 CL2810                          STATION DESCRIPTION
 CL2810
 CL2810'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2810'THE STATION IS LOCATED ON THE WEST SIDE OF THE TOWN OF MANASSAS
 CL2810'5.1 KM (3.2 MI) WEST OF BELLVILLE AND 4.0 KM (2.5 MI) EAST OF
 CL2810'COLLINS.
 CL2810'0WNERSHIP--STATE RIGHT OF WAY.
 CL2810'
 CL2810'TO REACH THE STATION FROM THE POST OFFICE IN MANASSAS AT THE
 CL2810'JUNCTION OF STATE ROUTE 292 AND COUNTY PAVED ROAD 472, GO WEST ON
 CL2810'THE STATE ROUTE FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT
 CL2810'ACROSS THE HIGHWAY FROM A LARGE SINGLE STORY METAL ROOFED HOUSE WITH
 CL2810'BRICK COLUMNS.
 CL2810'
 CL2810'THE STATION IS A STANDARD GADT DISK
 CL2810'STAMPED---132-218 1985---,
 CL2810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2810'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2810'13.0 METERS (42.6 FT) NORTH FROM THE NORTH RAIL OF THE TRACK,
 CL2810'11.2 METERS (36.8 FT) SOUTH FROM THE CENTERLINE OF ROUTE 292,
 CL2810'4.5 METERS (14.8 FT) SOUTH-SOUTHEAST FROM THE EAST SIDE OF A PIPE
 CL2810'CULVERT AND,
 CL2810'1.95 METERS (6.4 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2810'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2810'STAMPED---132-218 1985---,
 CL2810'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2810'
 CL2810'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2810'STAMPED---132-218 1985 AZ MK---,
 CL2810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2810'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2810'8.6 METERS (28.2 FT) SOUTHEAST FROM A CABLE WARNING SIGN,
 CL2810'5.0 METERS (16.5 FT) NORTH FROM THE CENTER OF ROUTE 292,
 CL2810'3.2 METERS (10.4 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A CEMENT
 CL2810'CULVERT AND,
 CL2810'1.3 METERS (4.3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2810'TO REACH THE AZIMUTH FROM THE STATION,
 CL2810'GO EAST FOR 1.0 KM (0.6 MI) ON STATE ROUTE 292 TO THE STATION ON
 CL2810'THE LEFT AT A FIELD ROAD LEFT.
 CL2810'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2810'STAMPED---132-218 1985 AZ MK---,
 CL2810'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2810'
 CL2810'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2810'
 CL2810'DESCRIBED BY B. PUTZIGER.
 CL2810
 CL2810                          STATION RECOVERY (1987)
 CL2810
 CL2810'RECOVERED 1987
 CL2810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2938 ***********************************************************************
 CL2938  DESIGNATION -  BV 132 218 AZ MK
 CL2938  PID         -  CL2938
 CL2938  STATE/COUNTY-  GA/TATTNALL
 CL2938  USGS QUAD   -  COLLINS (1970)
 CL2938
 CL2938                         *CURRENT SURVEY CONTROL
 CL2938  ___________________________________________________________________
 CL2938* NAD 83(1994)-  32 09 36.16535(N)    082 01 00.94701(W)     ADJUSTED  
 CL2938* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 CL2938  ___________________________________________________________________
 CL2938  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CL2938  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 CL2938
 CL2938  HORZ ORDER  -  SECOND
 CL2938
 CL2938.The horizontal coordinates were established by classical geodetic methods
 CL2938.and adjusted by the National Geodetic Survey in September 1997..
 CL2938
 CL2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2938
 CL2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2938
 CL2938.The geoid height was determined by GEOID03.
 CL2938
 CL2938;                    North         East     Units Scale Factor Converg.
 CL2938;SPC GA E     -   239,472.118   214,123.076   MT  0.99990246   +0 04 46.9
 CL2938;SPC GA E     -   785,668.11    702,502.13   sFT  0.99990246   +0 04 46.9
 CL2938;UTM  17      - 3,558,628.785   404,110.579   MT  0.99971339   -0 32 28.8
 CL2938
 CL2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2938!SPC GA E     -   0.99999462  x   0.99990246  =   0.99989708
 CL2938!UTM  17      -   0.99999462  x   0.99971339  =   0.99970801
 CL2938
 CL2938                          SUPERSEDED SURVEY CONTROL
 CL2938
 CL2938  NAD 83(1986)-  32 09 36.16897(N)    082 01 00.94778(W) AD(       ) 2
 CL2938  NGVD 29 (06/19/89)   64.     (m)          210.     (f) VERT ANG       
 CL2938
 CL2938.Superseded values are not recommended for survey control.
 CL2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2938.See file dsdata.txt to determine how the superseded data were derived.
 CL2938
 CL2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR0411158629(NAD 83)
 CL2938_MARKER: DD = SURVEY DISK
 CL2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2938+STABILITY: SURFACE MOTION
 CL2938
 CL2938  HISTORY     - Date     Condition        Report By
 CL2938  HISTORY     - 1985     MONUMENTED       GADT
 CL2938
 CL2938                          STATION DESCRIPTION
 CL2938
 CL2938'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2938'THE STATION IS LOCATED ABOUT 0.32 KM (0.2 MI)
 CL2938'EAST OF THE POST OFFICE IN MANASSAS ALONG THE NORTH SIDE OF STATE
 CL2938'ROUTE 292.
 CL2938'OWNERSHIP--STATE RIGHT OF WAY.
 CL2938'
 CL2938'TO REACH THE STATION FROM THE POST OFFICE IN MANASSAS AT THE
 CL2938'JUNCTION OF STATE ROUTE 292 AND COUNTY PAVED ROAD 472 HEADED NORTH,
 CL2938'GO EAST ON THE STATE HIGHWAY FO 0.32 KM (0.2 MI) TO THE STATION ON
 CL2938'THE LEFT AT A FIELD ENTRANCE WITH PIPE CULVERT.
 CL2938'
 CL2938'THE STATION IS A STANDARD GADT DISK
 CL2938'STAMPED---132-218 1985 AZ MK---,
 CL2938'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2938'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2938'8.6 METERS (28.2 FT) SOUTHEAST FROM A CABLE WARNING SIGN,
 CL2938'5.0 METERS (16.5 FT) NORTH FROM THE CENTERLINE OF ROUTE 292,
 CL2938'3.2 METERS (10.4 FT) SOUTH-SOUTHEAST FROM THE EAST END OF A PIPE
 CL2938'CULVERT AND,
 CL2938'1.3 METERS (4.3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2938'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2938'STAMPED---132-218 1985 AZ MK---,
 CL2938'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2938'
 CL2938'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2938'
 CL2938'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2811 ***********************************************************************
 CL2811  DESIGNATION -  BV 132 219
 CL2811  PID         -  CL2811
 CL2811  STATE/COUNTY-  GA/TATTNALL
 CL2811  USGS QUAD   -  COBBTOWN (1985)
 CL2811
 CL2811                         *CURRENT SURVEY CONTROL
 CL2811  ___________________________________________________________________
 CL2811* NAD 83(1994)-  32 16 59.31782(N)    082 08 22.28678(W)     ADJUSTED  
 CL2811* NAVD 88     -        76.00   (+/-2cm)     249.3    (feet)  VERTCON   
 CL2811  ___________________________________________________________________
 CL2811  X           -     738,154.221 (meters)                     COMP
 CL2811  Y           -  -5,346,679.978 (meters)                     COMP
 CL2811  Z           -   3,387,041.784 (meters)                     COMP
 CL2811  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL2811  ELLIP HEIGHT-          46.58  (meters)          (09/03/97) GPS OBS
 CL2811  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CL2811
 CL2811  HORZ ORDER  -  FIRST
 CL2811  VERT ORDER  -  THIRD (See Below)
 CL2811  ELLP ORDER  -  FOURTH    CLASS II
 CL2811
 CL2811.The horizontal coordinates were established by GPS observations
 CL2811.and adjusted by the National Geodetic Survey in September 1997..
 CL2811
 CL2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2811.The vertical order pertains to the NGVD 29 superseded value.
 CL2811
 CL2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2811
 CL2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2811
 CL2811.The ellipsoidal height was determined by GPS observations
 CL2811.and is referenced to NAD 83.
 CL2811
 CL2811.The geoid height was determined by GEOID03.
 CL2811
 CL2811;                    North         East     Units Scale Factor Converg.
 CL2811;SPC GA E     -   253,111.666   202,556.617   MT  0.99990008   +0 00 52.2
 CL2811;SPC GA E     -   830,417.19    664,554.50   sFT  0.99990008   +0 00 52.2
 CL2811;UTM  17      - 3,572,390.724   392,694.878   MT  0.99974199   -0 36 31.3
 CL2811
 CL2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2811!SPC GA E     -   0.99999269  x   0.99990008  =   0.99989277
 CL2811!UTM  17      -   0.99999269  x   0.99974199  =   0.99973468
 CL2811
 CL2811:                Primary Azimuth Mark                     Grid Az
 CL2811:SPC GA E     -  BV 132 219 AZ MK                         343 58 01.1
 CL2811:UTM  17      -  BV 132 219 AZ MK                         344 35 24.6
 CL2811
 CL2811|---------------------------------------------------------------------|
 CL2811| PID    Reference Object                     Distance      Geod. Az  |
 CL2811|                                                           dddmmss.s |
 CL2811| CL2939 BV 132 219 AZ MK                    APPROX. 0.6 KM 3435853.3 |
 CL2811| CL0191 F 308                                57.206 METERS 35937     |
 CL2811|---------------------------------------------------------------------|
 CL2811
 CL2811                          SUPERSEDED SURVEY CONTROL
 CL2811
 CL2811  NAD 83(1986)-  32 16 59.32001(N)    082 08 22.28440(W) AD(       ) 1
 CL2811  NGVD 29 (12/08/88)   76.20   (m)          250.0    (f) LEVELING    3  
 CL2811
 CL2811.Superseded values are not recommended for survey control.
 CL2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2811.See file dsdata.txt to determine how the superseded data were derived.
 CL2811
 CL2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9269572391(NAD 83)
 CL2811_MARKER: DD = SURVEY DISK
 CL2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2811+STABILITY: SURFACE MOTION
 CL2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2811+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1986
 CL2811
 CL2811  HISTORY     - Date     Condition        Report By
 CL2811  HISTORY     - 1985     MONUMENTED       GADT
 CL2811  HISTORY     - 19861104 GOOD
 CL2811
 CL2811                          STATION DESCRIPTION
 CL2811
 CL2811'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2811'THE STATION IS LOCATED IN A SMALL PARK FORMED BY THE Y JUNCTION
 CL2811'OF STATE ROUTES 23 AND 121 HEADED NORTHEAST AND STATE ROUTE 23
 CL2811'HEADED NORTH AT THE NORTH SIDE OF COBBTOWN.
 CL2811'OWNERSHIP--STATE RIGHT OF WAY.
 CL2811'
 CL2811'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23,57,121 AND
 CL2811'152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN GO NORTH ON STATE ROUTES
 CL2811'23, 121 AND 57 FOR 0.24 KM (0.15 MI) TO A Y JUNCTION WHERE ROUTE 57
 CL2811'BRANCHES NORTH AND THE STATION IN THE Y FORMED BY THE HIGHWAYS.
 CL2811'
 CL2811'THE STATION IS A STANDARD GADT DISK
 CL2811'STAMPED---132-219 1985---,
 CL2811'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2811'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2811'18.4 METERS (60.5 FT) SOUTH FROM A SMALL CONNECTING ROAD
 CL2811'10.0 METERS (32.8 FT) EAST FROM THE CENTERLINE OF ROUTE 57,
 CL2811'9.7 METERS (31.7 FT) WEST FROM THE CENTERLINE OF ROUTES 23 AND 121,
 CL2811'4.1 METERS (13.5 FT) NORTHWEST FROM A POWER POLE WITH METER BOX AND,
 CL2811'1.25 METERS (4.1 FT) NORTH FROM A WITNESS POST.
 CL2811'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2811'STAMPED---132-219 1985---,
 CL2811'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2811'
 CL2811'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2811'STAMPED---132-219 1985 AZ MK---,
 CL2811'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2811'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2811'26.3 METERS (86.2 FT) NORTH-NORTHWEST FROM MILE MARKER 1,
 CL2811'13.1 METERS (43.0 FT) WEST FROM THE CENTER OF STATE ROUTE 57,
 CL2811'5.3 METERS (17.4 FT) SOUTH FROM A POWER POLE AND,
 CL2811'1.2 METERS (3.9 FT) EAST FROM A WITNESS POST.
 CL2811'TO REACH THE AZIMUTH FROM THE STATION,
 CL2811'GO NORTH FOR 0.55 KM (0.35 MI) ON STATE ROUTE 57 AND THE STATION AT
 CL2811'THE 1 MILE MARKER.
 CL2811'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2811'STAMPED---132-219 1985 AZ MK---,
 CL2811'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2811'
 CL2811'DESCRIBED BY B. PUTZIGER.
 CL2811
 CL2811                          STATION RECOVERY (1986)
 CL2811
 CL2811'RECOVERED 1986
 CL2811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2939 ***********************************************************************
 CL2939  DESIGNATION -  BV 132 219 AZ MK
 CL2939  PID         -  CL2939
 CL2939  STATE/COUNTY-  GA/TATTNALL
 CL2939  USGS QUAD   -  COBBTOWN (1985)
 CL2939
 CL2939                         *CURRENT SURVEY CONTROL
 CL2939  ___________________________________________________________________
 CL2939* NAD 83(1994)-  32 17 17.44394(N)    082 08 28.41307(W)     ADJUSTED  
 CL2939* NAVD 88     -        79.     (meters)     259.     (feet)  VERTCON   
 CL2939  ___________________________________________________________________
 CL2939  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CL2939  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CL2939
 CL2939  HORZ ORDER  -  SECOND
 CL2939
 CL2939.The horizontal coordinates were established by classical geodetic methods
 CL2939.and adjusted by the National Geodetic Survey in September 1997..
 CL2939
 CL2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2939
 CL2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2939
 CL2939.The geoid height was determined by GEOID03.
 CL2939
 CL2939;                    North         East     Units Scale Factor Converg.
 CL2939;SPC GA E     -   253,669.915   202,396.193   MT  0.99990007   +0 00 48.9
 CL2939;SPC GA E     -   832,248.71    664,028.18   sFT  0.99990007   +0 00 48.9
 CL2939;UTM  17      - 3,572,950.596   392,540.560   MT  0.99974240   -0 36 34.8
 CL2939
 CL2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2939!SPC GA E     -   0.99999225  x   0.99990007  =   0.99989232
 CL2939!UTM  17      -   0.99999225  x   0.99974240  =   0.99973465
 CL2939
 CL2939                          SUPERSEDED SURVEY CONTROL
 CL2939
 CL2939  NAD 83(1986)-  32 17 17.44626(N)    082 08 28.41016(W) AD(       ) 2
 CL2939  NGVD 29 (06/19/89)   79.     (m)          259.     (f) VERT ANG       
 CL2939
 CL2939.Superseded values are not recommended for survey control.
 CL2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2939.See file dsdata.txt to determine how the superseded data were derived.
 CL2939
 CL2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9254172951(NAD 83)
 CL2939_MARKER: DD = SURVEY DISK
 CL2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2939+STABILITY: SURFACE MOTION
 CL2939
 CL2939  HISTORY     - Date     Condition        Report By
 CL2939  HISTORY     - 1985     MONUMENTED       GADT
 CL2939
 CL2939                          STATION DESCRIPTION
 CL2939
 CL2939'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2939'THE STATION IS LOCATED IN COBBTOWN ABOUT 1.0 KM (0.6 MI) NORTH OF
 CL2939'THE CENTER OF TOWN.
 CL2939'OWNERSHIP--STATE RIGHT OF WAY.
 CL2939'
 CL2939'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2939'AND 152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN, GO NORTH FOR
 CL2939'0.24 KM (0.15 MI) TO A FORK LEFT WHERE ROUTE 57 HEADS NORTH.  BEAR
 CL2939'LEFT ONTO ROUTE 57 FOR 0.6 KM (0.35 MII) TO THE STATION ON THE LEFT
 CL2939'AT THE MILE MARKER 1 SIGN.
 CL2939'
 CL2939'THE STATION IS A STANDARD GADT DISK
 CL2939'STAMPED---132 219 1985 AZ MK---,
 CL2939'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2939'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2939'26.3 METERS (86.2 FT) NORTH-NORTHWEST FROM THE MILE MARKER 1 SIGN,
 CL2939'13.1 METERS (43.0 FT) WEST FROM THE CENTERLINE OF ROUTE 57,
 CL2939'5.3 METERS (17.4 FT) SOUTH FROM A POWER POLE AND,
 CL2939'1.2 METERS (3.9 FT) EAST FROM A METAL WITNESS POST.
 CL2939'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2939'STAMPED---132-219 1985 AZ MK---,
 CL2939'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2939'
 CL2939'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2939'
 CL2939'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2812 ***********************************************************************
 CL2812  DESIGNATION -  BV 132 220
 CL2812  PID         -  CL2812
 CL2812  STATE/COUNTY-  GA/TATTNALL
 CL2812  USGS QUAD   -  OHOOPEE (1981)
 CL2812
 CL2812                         *CURRENT SURVEY CONTROL
 CL2812  ___________________________________________________________________
 CL2812* NAD 83(1994)-  32 10 07.96335(N)    082 09 03.04631(W)     ADJUSTED  
 CL2812* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 CL2812  ___________________________________________________________________
 CL2812  X           -     738,019.577 (meters)                     COMP
 CL2812  Y           -  -5,353,513.216 (meters)                     COMP
 CL2812  Z           -   3,376,318.780 (meters)                     COMP
 CL2812  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CL2812  ELLIP HEIGHT-          39.21  (meters)          (09/03/97) GPS OBS
 CL2812  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CL2812
 CL2812  HORZ ORDER  -  FIRST
 CL2812  ELLP ORDER  -  FOURTH    CLASS II
 CL2812
 CL2812.The horizontal coordinates were established by GPS observations
 CL2812.and adjusted by the National Geodetic Survey in September 1997..
 CL2812
 CL2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2812
 CL2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2812
 CL2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2812
 CL2812.The ellipsoidal height was determined by GPS observations
 CL2812.and is referenced to NAD 83.
 CL2812
 CL2812.The geoid height was determined by GEOID03.
 CL2812
 CL2812;                    North         East     Units Scale Factor Converg.
 CL2812;SPC GA E     -   240,441.770   201,492.030   MT  0.99990003   +0 00 30.3
 CL2812;SPC GA E     -   788,849.37    661,061.77   sFT  0.99990003   +0 00 30.3
 CL2812;UTM  17      - 3,559,735.117   391,492.958   MT  0.99974519   -0 36 46.0
 CL2812
 CL2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2812!SPC GA E     -   0.99999384  x   0.99990003  =   0.99989387
 CL2812!UTM  17      -   0.99999384  x   0.99974519  =   0.99973904
 CL2812
 CL2812                          SUPERSEDED SURVEY CONTROL
 CL2812
 CL2812  NAD 83(1986)-  32 10 07.96894(N)    082 09 03.04663(W) AD(       ) 1
 CL2812  NGVD 29 (12/08/88)   68.7    (m)          225.     (f) GPS OBS        
 CL2812
 CL2812.Superseded values are not recommended for survey control.
 CL2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2812.See file dsdata.txt to determine how the superseded data were derived.
 CL2812
 CL2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9149359735(NAD 83)
 CL2812_MARKER: DD = SURVEY DISK
 CL2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2812+STABILITY: SURFACE MOTION
 CL2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2812+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1986
 CL2812
 CL2812  HISTORY     - Date     Condition        Report By
 CL2812  HISTORY     - 1985     MONUMENTED       GADT
 CL2812  HISTORY     - 19861110 GOOD
 CL2812
 CL2812                          STATION DESCRIPTION
 CL2812
 CL2812'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2812'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 CL2812'WEST-SOUTHWEST OF COLLINS AND
 CL2812'9.6 KM (6.0 MI) NORTH-NORTHWEST OF OF REIDSVILLE.
 CL2812'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2812'
 CL2812'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2812'ROUTES 23 AND 121 IN REIDSVILLE, GO NORTH ON THE STATE ROUTES FOR
 CL2812'0.4 KM (0.25 MI) TO A Y JUNCTION WITH COUNTY PAVED ROAD 164 ON THE
 CL2812'LEFT.
 CL2812'BEAR LEFT, NORTHWEST, ON THE COUNTY FOR 4.3 KM (2.7 MI) TO COUNTY
 CL2812'SAND ROAD 167 ON THE RIGHT.  CONTINUE AHEAD FOR 4.3 KM (2.7 MI) TO
 CL2812'COUNTY SAND ROAD 443 ON THE LEFT.  CONTINUE AHEAD FOR 2.2 KM
 CL2812'(1.4 MI) TO A Y INTERSECTION AND THE STATION IN THE V FORMED.
 CL2812'
 CL2812'THE STATION IS A STANDARD GADT DISK
 CL2812'STAMPED---132-220 1985---,
 CL2812'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2812'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2812'14.1 METERS (46.1 FT) NORTH-NORTHWEST FROM THE CENTER OF THE EAST
 CL2812'ROAD,
 CL2812'11.9 METERS (39.0 FT) EAST FROM A CEMENT PIPE CULVERT,
 CL2812'10.5 METERS (34.4 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE WEST
 CL2812'ROAD,
 CL2812'1.6 METERS (5.3 FT) NORTH FROM A POWER POLE AND,
 CL2812'1.3 METERS (4.3 FT) SOUTHWEST FROM A METAL WITNESS POST
 CL2812'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2812'STAMPED---132-220 1985---,
 CL2812'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2812'
 CL2812'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2812'STAMPED---132-220 1985 AZ MK---,
 CL2812'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2812'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2812'19.5 METERS (64.1 FT) EAST-NORTHEAST FROM THE CORNER OF A GREEN
 CL2812'HOUSE TRAILER,
 CL2812'14.7 METERS (48.1 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 CL2812'13.2 METERS (43.3 FT) EAST FROM A POWER POLE WITH LIGHT,
 CL2812'6.7 METERS (21.9 FT) WEST-NORTHWEST FROM A PIPE CULVERT AND,
 CL2812'2.4 METERS (8.0 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 CL2812'TO REACH THE AZIMUTH FROM THE STATION,
 CL2812'GO SOUTH FOR 0.46 KM (0.3 MI) ON COUNTY ROAD 164 TO A HOUSE TRAILER
 CL2812'ON THE RIGHT AND THE STATION.
 CL2812'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2812'STAMPED---132-220 1985 AZ MK---,
 CL2812'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2812'
 CL2812'DESCRIBED BY B PUTZIGER.
 CL2812
 CL2812                          STATION RECOVERY (1986)
 CL2812
 CL2812'RECOVERED 1986
 CL2812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2940 ***********************************************************************
 CL2940  DESIGNATION -  BV 132 220 AZ MK
 CL2940  PID         -  CL2940
 CL2940  STATE/COUNTY-  GA/TATTNALL
 CL2940  USGS QUAD   -  OHOOPEE (1981)
 CL2940
 CL2940                         *CURRENT SURVEY CONTROL
 CL2940  ___________________________________________________________________
 CL2940* NAD 83(1994)-  32 10 01.30295(N)    082 09 18.89885(W)     ADJUSTED  
 CL2940* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 CL2940  ___________________________________________________________________
 CL2940  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CL2940  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CL2940
 CL2940  HORZ ORDER  -  SECOND
 CL2940
 CL2940.The horizontal coordinates were established by classical geodetic methods
 CL2940.and adjusted by the National Geodetic Survey in September 1997..
 CL2940.No horizontal observational check was made to the station.
 CL2940
 CL2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2940
 CL2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2940
 CL2940.The geoid height was determined by GEOID03.
 CL2940
 CL2940;                    North         East     Units Scale Factor Converg.
 CL2940;SPC GA E     -   240,236.580   201,076.759   MT  0.99990001   +0 00 21.9
 CL2940;SPC GA E     -   788,176.18    659,699.33   sFT  0.99990001   +0 00 21.9
 CL2940;UTM  17      - 3,559,534.472   391,075.551   MT  0.99974631   -0 36 54.4
 CL2940
 CL2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2940!SPC GA E     -   0.99999449  x   0.99990001  =   0.99989450
 CL2940!UTM  17      -   0.99999449  x   0.99974631  =   0.99974080
 CL2940
 CL2940                          SUPERSEDED SURVEY CONTROL
 CL2940
 CL2940  NAD 83(1986)-  32 10 01.30890(N)    082 09 18.89939(W) AD(       ) 2
 CL2940  NGVD 29 (06/19/89)   65.     (m)          213.     (f) VERT ANG       
 CL2940
 CL2940.Superseded values are not recommended for survey control.
 CL2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2940.See file dsdata.txt to determine how the superseded data were derived.
 CL2940
 CL2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR9107659534(NAD 83)
 CL2940_MARKER: DD = SURVEY DISK
 CL2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2940+STABILITY: SURFACE MOTION
 CL2940
 CL2940  HISTORY     - Date     Condition        Report By
 CL2940  HISTORY     - 1985     MONUMENTED       GADT
 CL2940
 CL2940                          STATION DESCRIPTION
 CL2940
 CL2940'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2940'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 CL2940'WEST-SOUTHWEST OF COLLINS AND
 CL2940'9.1 KM (5.6 MI) NORTH-NORTHWEST OF REIDSVLLE AND
 CL2940'0.46 KM (0.3 MI) SOUTH OF THE Y JUNCTION OF COUNTY ROADS 139 AND
 CL2940'467.
 CL2940'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2940'
 CL2940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2940'ROUTES 23 AND 121 IN REIDSVILLE, GO NORTH ON THE STATE ROUTES FOR
 CL2940'0.4 KM (0.25 MI) TO A Y JUNCTION WITH COUNTY PAVED ROAD 164 ON THE
 CL2940'LEFT.  BEAR LEFT ONTO THE COUNTY ROAD FOR 4.3 KM (3.1 MI) TO COUNTY
 CL2940'SAND ROAD 167 ON THE RIGHT.  CONTINUE AHEAD 4.3 KM (2.7 MI) TO
 CL2940'COUNTY SAND ROAD 443 ON THE RIGHT.  CONTINUE AHEAD FOR 1.7 KM
 CL2940'(1.1 MI) TO A GREEN HOUSE TRAILER ON THE LEFT AND THE STATION.
 CL2940'
 CL2940'THE STATION IS A STANDARD GADT DISK
 CL2940'STAMPED---132-220 1985 AZ MK---,
 CL2940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2940'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2940'19.5 METERS (64.1 FT) EAST-NORTHEAST FROM THE GREEN TRAILER,
 CL2940'14.7 METERS (48.1 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 CL2940'13.2 METERS (43.3 FT) EAST FROM A POWER POLE WITH LIGHT,
 CL2940'6.7 METERS (21.9 FT) WEST-NORTHWEST FROM A PIPE CULVERT AND,
 CL2940'2.4 METERS (8.0 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 CL2940'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2940'STAMPED---132-220 1985 AZ MK---,
 CL2940'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2940'
 CL2940'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2940'
 CL2940'DESCRIBED BY B PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2813 ***********************************************************************
 CL2813  DESIGNATION -  BV 132 221
 CL2813  PID         -  CL2813
 CL2813  STATE/COUNTY-  GA/TATTNALL
 CL2813  USGS QUAD   -  OHOOPEE (1981)
 CL2813
 CL2813                         *CURRENT SURVEY CONTROL
 CL2813  ___________________________________________________________________
 CL2813* NAD 83(1994)-  32 13 50.27888(N)    082 10 49.09968(W)     ADJUSTED  
 CL2813* NAVD 88     -        63.6    (meters)     209.     (feet)  VERTCON   
 CL2813  ___________________________________________________________________
 CL2813  X           -     734,769.861 (meters)                     COMP
 CL2813  Y           -  -5,350,272.669 (meters)                     COMP
 CL2813  Z           -   3,382,110.900 (meters)                     COMP
 CL2813  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CL2813  ELLIP HEIGHT-          34.29  (meters)          (09/03/97) GPS OBS
 CL2813  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CL2813
 CL2813  HORZ ORDER  -  FIRST
 CL2813  ELLP ORDER  -  FOURTH    CLASS II
 CL2813
 CL2813.The horizontal coordinates were established by GPS observations
 CL2813.and adjusted by the National Geodetic Survey in September 1997..
 CL2813
 CL2813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2813
 CL2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2813
 CL2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2813
 CL2813.The ellipsoidal height was determined by GPS observations
 CL2813.and is referenced to NAD 83.
 CL2813
 CL2813.The geoid height was determined by GEOID03.
 CL2813
 CL2813;                    North         East     Units Scale Factor Converg.
 CL2813;SPC GA E     -   247,289.013   198,714.592   MT  0.99990002   -0 00 26.2
 CL2813;SPC GA E     -   811,314.04    651,949.46   sFT  0.99990002   -0 00 26.2
 CL2813;UTM  17      - 3,566,611.055   388,790.393   MT  0.99975252   -0 37 46.4
 CL2813
 CL2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2813!SPC GA E     -   0.99999462  x   0.99990002  =   0.99989464
 CL2813!UTM  17      -   0.99999462  x   0.99975252  =   0.99974714
 CL2813
 CL2813                          SUPERSEDED SURVEY CONTROL
 CL2813
 CL2813  NAD 83(1986)-  32 13 50.28428(N)    082 10 49.09940(W) AD(       ) 1
 CL2813  NGVD 29 (12/08/88)   63.8    (m)          209.     (f) GPS OBS        
 CL2813
 CL2813.Superseded values are not recommended for survey control.
 CL2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2813.See file dsdata.txt to determine how the superseded data were derived.
 CL2813
 CL2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8879066611(NAD 83)
 CL2813_MARKER: DD = SURVEY DISK
 CL2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2813+STABILITY: SURFACE MOTION
 CL2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2813+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1986
 CL2813
 CL2813  HISTORY     - Date     Condition        Report By
 CL2813  HISTORY     - 1985     MONUMENTED       GADT
 CL2813  HISTORY     - 19861103 GOOD
 CL2813
 CL2813                          STATION DESCRIPTION
 CL2813
 CL2813'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2813'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 CL2813'NORTHWEST OF COLLINS AND
 CL2813'6.9 KM (4.3 MI) SOUTHWEST OF COBBTOWN ALONG COUNTY ROAD 139.
 CL2813'OWNERSHIP--MR. DINK COLLINS, RTE 1 BOX 231, COLLINS, GA 30421.
 CL2813'
 CL2813'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121,
 CL2813'AND 152 WITH COUNTY ROAD 471 IN COBBTOWN, GO WEST ON STATE ROUTE 152
 CL2813'1.2 KM (0.75 MI) TO COUNTY PAVED ROAD 139 ON THE LEFT AT THE TOWN
 CL2813'LIMIT SIGN.  BEAR LEFT FOR 3.5 KM (2.2 MI) TO COUNTY SAND ROAD 121
 CL2813'ON THE LEFT.  CONTINUE AHEAD FOR 1,6 KM (1.0 MI) TO COUNTY SAND ROAD
 CL2813'134 ON THE LEFT, THE SITE OF THE AZIMUTH MARK.  CONTINUE AHEAD
 CL2813'PASSING A POND ON THE RIGHT, IN A LOW AREA FOR 0.95 KM (0.6 MI) AND
 CL2813'THE SITE OF THE STATION ON THE RIGHT AT A GREEN FARM HOUSE WITH A
 CL2813'BRICK TOBACCO BARN.  THE STATION IS NEAR OUTBUILDINGS ACROSS THE ROAD
 CL2813'FROM COUNTY SAND ROAD 133 ON THE LEFT.
 CL2813'
 CL2813'THE STATION IS A STANDARD GADT DISK
 CL2813'STAMPED---132 221 1985---,
 CL2813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2813'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2813'58.9 METERS (193.4 FT) NORTH-NORTHWEST FROM A POWER POLE WITH
 CL2813'TRANSFORMER AND TELEPHONE BOX,
 CL2813'35.9 METERS (117.8 FT) NORTH-NORTHEAST FROM THE CORNER OF A WHITE
 CL2813'HOUSE TRAILER,
 CL2813'28.9 METERS (94.8 FT) WEST FROM THE CENTER OF COUNTY ROAD 129,
 CL2813'15.0 METERS (49.2 FT) NORTHWEST FROM A METAL WITNESS POST AND,
 CL2813'9.8 METERS (32.1 FT) NORTH FROM A SUPPORT POST ON A GREEN BUILDING.
 CL2813'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2813'STAMPED---132-221 1985---,
 CL2813'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2813'
 CL2813'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2813'STAMPED---132-221 1985 AZ MK---,
 CL2813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2813'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2813'29.2 METERS (95.9 FT) SOUTH-SOUTHEAST FROM A TELEPHONE BOX,
 CL2813'23.4 METERS (76.7 FT) NORTHEAST FROM A POWER POLE WITH GUY,
 CL2813'12.6 METERS (41.2 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROAD 139
 CL2813'AND,
 CL2813'1.2 METERS (4.1 FT) SOUTHWEST FROM A WITNESS POST.
 CL2813'TO REACH THE AZIMUTH FROM THE STATION,
 CL2813'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2813'STAMPED---132-221 1985 AZ MK---,
 CL2813'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2813'
 CL2813'DESCRIBED BY B PUTZIGER.
 CL2813
 CL2813                          STATION RECOVERY (1986)
 CL2813
 CL2813'RECOVERED 1986
 CL2813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2941 ***********************************************************************
 CL2941  DESIGNATION -  BV 132 221 AZ MK
 CL2941  PID         -  CL2941
 CL2941  STATE/COUNTY-  GA/TATTNALL
 CL2941  USGS QUAD   -  OHOOPEE (1981)
 CL2941
 CL2941                         *CURRENT SURVEY CONTROL
 CL2941  ___________________________________________________________________
 CL2941* NAD 83(1994)-  32 14 21.08109(N)    082 10 47.19810(W)     ADJUSTED  
 CL2941* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL2941  ___________________________________________________________________
 CL2941  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CL2941  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CL2941
 CL2941  HORZ ORDER  -  SECOND
 CL2941
 CL2941.The horizontal coordinates were established by classical geodetic methods
 CL2941.and adjusted by the National Geodetic Survey in September 1997..
 CL2941.No horizontal observational check was made to the station.
 CL2941
 CL2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2941
 CL2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2941
 CL2941.The geoid height was determined by GEOID03.
 CL2941
 CL2941;                    North         East     Units Scale Factor Converg.
 CL2941;SPC GA E     -   248,237.713   198,764.490   MT  0.99990002   -0 00 25.2
 CL2941;SPC GA E     -   814,426.56    652,113.16   sFT  0.99990002   -0 00 25.2
 CL2941;UTM  17      - 3,567,559.018   388,850.584   MT  0.99975235   -0 37 45.9
 CL2941
 CL2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2941!SPC GA E     -   0.99999419  x   0.99990002  =   0.99989421
 CL2941!UTM  17      -   0.99999419  x   0.99975235  =   0.99974654
 CL2941
 CL2941                          SUPERSEDED SURVEY CONTROL
 CL2941
 CL2941  NAD 83(1986)-  32 14 21.08647(N)    082 10 47.19688(W) AD(       ) 2
 CL2941  NGVD 29 (06/19/89)   66.     (m)          217.     (f) VERT ANG       
 CL2941
 CL2941.Superseded values are not recommended for survey control.
 CL2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2941.See file dsdata.txt to determine how the superseded data were derived.
 CL2941
 CL2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8885167559(NAD 83)
 CL2941_MARKER: DD = SURVEY DISK
 CL2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2941+STABILITY: SURFACE MOTION
 CL2941
 CL2941  HISTORY     - Date     Condition        Report By
 CL2941  HISTORY     - 1985     MONUMENTED       GADT
 CL2941
 CL2941                          STATION DESCRIPTION
 CL2941
 CL2941'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2941'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI)
 CL2941'NORTHWEST OF COLLINS AND
 CL2941'6.9 KM (4.3 MI) SOUTHWEST OF COBBTOWN ALONG COUNTY ROAD 139.
 CL2941'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2941'
 CL2941'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2941'AND 152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN, GO
 CL2941'WEST FOR 1.2 KM (0.75 MI) ON STATE ROUTE 152
 CL2941'TO COUNTY PAVED ROAD 139 ON THE LEFT.
 CL2941'TURN LEFT AND GO SOUTH FOR 3.5 KM (2.2 MI) ON COUNTY PAVED ROAD 139
 CL2941'TO COUNTY SAND ROAD 121 ON THE LEFT.
 CL2941'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.6 KM (1.0 MI) TO
 CL2941'COUNTY SAND ROAD 134 ON THE LEFT AND THE STATION.
 CL2941'
 CL2941'THE STATION IS A STANDARD GADT DISK
 CL2941'STAMPED---132-221 1985 AZ MK---,
 CL2941'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2941'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2941'29.2 METERS (95.9 FT) SOUTH-SOUTHEAST FROM A TELEPHONE BOX,
 CL2941'23.4 METERS (76.7 FT) NORTHEAST FROM A POWER POLE WITH GUY,
 CL2941'12.6 METERS (41.2 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROAD 139
 CL2941'AND,
 CL2941'1.2 METERS (4.1 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2941'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2941'STAMPED---132-221 1985 AZ MK---,
 CL2941'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2941'
 CL2941'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2941'
 CL2941'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1726 ***********************************************************************
 CM1726  DESIGNATION -  BV 133 200
 CM1726  PID         -  CM1726
 CM1726  STATE/COUNTY-  GA/TAYLOR
 CM1726  USGS QUAD   -  RUPERT (1971)
 CM1726
 CM1726                         *CURRENT SURVEY CONTROL
 CM1726  ___________________________________________________________________
 CM1726* NAD 83(1994)-  32 26 52.16793(N)    084 21 54.52220(W)     ADJUSTED  
 CM1726* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 CM1726  ___________________________________________________________________
 CM1726  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CM1726  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1726
 CM1726  HORZ ORDER  -  SECOND
 CM1726
 CM1726.The horizontal coordinates were established by classical geodetic methods
 CM1726.and adjusted by the National Geodetic Survey in September 1997..
 CM1726
 CM1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1726
 CM1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1726
 CM1726.The geoid height was determined by GEOID03.
 CM1726
 CM1726;                    North         East     Units Scale Factor Converg.
 CM1726;SPC GA W     -   271,388.819   681,338.733   MT  0.99990429   -0 06 23.4
 CM1726;SPC GA W     -   890,381.48  2,235,358.83   sFT  0.99990429   -0 06 23.4
 CM1726;UTM  16      - 3,593,132.485   747,696.214   MT  1.00035664   +1 24 51.8
 CM1726
 CM1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1726!SPC GA W     -   0.99997558  x   0.99990429  =   0.99987987
 CM1726!UTM  16      -   0.99997558  x   1.00035664  =   1.00033221
 CM1726
 CM1726:                Primary Azimuth Mark                     Grid Az
 CM1726:SPC GA W     -  BV 133 200 AZ MK                         214 50 06.2
 CM1726:UTM  16      -  BV 133 200 AZ MK                         213 18 51.0
 CM1726
 CM1726|---------------------------------------------------------------------|
 CM1726| PID    Reference Object                     Distance      Geod. Az  |
 CM1726|                                                           dddmmss.s |
 CM1726| CY8627 BV 133 200 AZ MK                                   2144342.8 |
 CM1726| CM1725 BV 133 200 GADT 1974 PTA             25.114 METERS 23133     |
 CM1726|---------------------------------------------------------------------|
 CM1726
 CM1726                          SUPERSEDED SURVEY CONTROL
 CM1726
 CM1726  NAD 83(1986)-  32 26 52.17254(N)    084 21 54.52143(W) AD(       ) 2
 CM1726  NAD 27      -  32 26 51.63156(N)    084 21 54.81544(W) AD(       ) 2
 CM1726  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 CM1726
 CM1726.Superseded values are not recommended for survey control.
 CM1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1726.See file dsdata.txt to determine how the superseded data were derived.
 CM1726
 CM1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA4769693132(NAD 83)
 CM1726_MARKER: DD = SURVEY DISK
 CM1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1726
 CM1726  HISTORY     - Date     Condition        Report By
 CM1726  HISTORY     - 1974     MONUMENTED       GADT
 CM1726
 CM1726                          STATION DESCRIPTION
 CM1726
 CM1726'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1726'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTHEAST OF
 CM1726'TAZEWELL, 12 MILES SOUTHEAST OF JUNCTION CITY, AND 17-1/2 MILES
 CM1726'SOUTHWEST OF REYNOLDS ON STATE RIGHT OF WAY.
 CM1726'
 CM1726'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL WEST
 CM1726'ON STATE ROUTE 96 (STATE ROUTE 137) FOR 0.1 MILE TO THE JUNCTION
 CM1726'OF U.S. HIGHWAY 19 TO THE RIGHT.  CONTINUE TRAVELING WEST ON
 CM1726'STATE ROUTE 96 FOR 0.3 MILE TO THE JUNCTION OF STATE ROUTE 137
 CM1726'TO THE LEFT.  TURN LEFT, TRAVELING SOUTHWESTERLY ON STATE ROUTE
 CM1726'137 FOR 2.7 MILES TO A GEORGIA POWER COMPANY LINE
 CM1726'CROSSING.  CONTINUE TRAVELING SOUTHWESTERLY ON STATE ROUTE 137
 CM1726'FOR 2.0 MILES TO THE WHITEWATER CREEK BRIDGE.  CONTINUE
 CM1726'TRAVELING SOUTHWESTERLY ON STATE ROUTE 137 FOR 2.95 MILES TO THE
 CM1726'JUNCTION OF STATE ROUTE 90 TO THE RIGHT.  CONTINUE TRAVELING
 CM1726'SOUTHWESTERLY ON STATE ROUTE 137 FOR 1.5 MILES TO THE STATION ON
 CM1726'THE RIGHT.
 CM1726'
 CM1726'THE STATION IS A STANDARD BRASS DISK STAMPED 133-200, SET IN
 CM1726'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1726'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1726'STAMPED 133-200, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1726'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1726'LOCATED 41.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROADWAY,
 CM1726'1.1 FEET SOUTHEAST OF A WITNESS POST, 38.5 FEET
 CM1726'NORTHEAST OF A 12 INCH WALNUT TREE, AND 130.2 FEET WEST OF
 CM1726'AN 8 INCH SUGAR BERRY TREE.
 CM1726'
 CM1726'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1726'SOUTHWESTERLY ON STATE ROUTE 137 FOR 0.85 MILE TO THE MARK ON
 CM1726'THE LEFT.  IT IS A STANDARD DISK STAMPED 133-200 AZMK, SET IN THE
 CM1726'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1726'OF THE GROUND.  IT IS LOCATED 40.5 FEET SOUTHEAST OF THE
 CM1726'CENTERLINE OF THE ROADWAY, 2.5 FEET NORTHWEST OF A WITNESS POST,
 CM1726'113.0 FEET SOUTHEAST OF A 14 INCH PINE TREE ON THE NORTHWEST
 CM1726'SIDE OF THE HIGHWAY, AND 204.0 FEET SOUTHWEST OF A RIGHT OF WAY
 CM1726'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1579 ***********************************************************************
 CM1579  DESIGNATION -  BV 133 201
 CM1579  PID         -  CM1579
 CM1579  STATE/COUNTY-  GA/TAYLOR
 CM1579  USGS QUAD   -  JUNCTION CITY (1985)
 CM1579
 CM1579                         *CURRENT SURVEY CONTROL
 CM1579  ___________________________________________________________________
 CM1579* NAD 83(1994)-  32 32 32.18103(N)    084 24 06.31344(W)     ADJUSTED  
 CM1579* NAVD 88     -       213.3    (meters)     700.     (feet)  VERTCON   
 CM1579  ___________________________________________________________________
 CM1579  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CM1579  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CM1579
 CM1579  HORZ ORDER  -  SECOND
 CM1579
 CM1579.The horizontal coordinates were established by classical geodetic methods
 CM1579.and adjusted by the National Geodetic Survey in September 1997..
 CM1579
 CM1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1579
 CM1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1579
 CM1579.The geoid height was determined by GEOID03.
 CM1579
 CM1579;                    North         East     Units Scale Factor Converg.
 CM1579;SPC GA W     -   281,868.665   677,919.802   MT  0.99990601   -0 07 35.3
 CM1579;SPC GA W     -   924,764.11  2,224,141.88   sFT  0.99990601   -0 07 35.3
 CM1579;UTM  16      - 3,603,522.342   743,998.355   MT  1.00033420   +1 23 54.0
 CM1579
 CM1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1579!SPC GA W     -   0.99997068  x   0.99990601  =   0.99987669
 CM1579!UTM  16      -   0.99997068  x   1.00033420  =   1.00030487
 CM1579
 CM1579:                Primary Azimuth Mark                     Grid Az
 CM1579:SPC GA W     -  BV 133 201 AZ MK                         075 51 49.2
 CM1579:UTM  16      -  BV 133 201 AZ MK                         074 20 19.9
 CM1579
 CM1579|---------------------------------------------------------------------|
 CM1579| PID    Reference Object                     Distance      Geod. Az  |
 CM1579|                                                           dddmmss.s |
 CM1579| CY8628 BV 133 201 AZ MK                                   0754413.9 |
 CM1579|---------------------------------------------------------------------|
 CM1579
 CM1579                          SUPERSEDED SURVEY CONTROL
 CM1579
 CM1579  NAD 83(1986)-  32 32 32.18591(N)    084 24 06.31249(W) AD(       ) 2
 CM1579  NAD 27      -  32 32 31.66576(N)    084 24 06.60337(W) AD(       ) 2
 CM1579  NGVD 29 (07/19/86)  213.4    (m)          700.     (f) VERT ANG       
 CM1579
 CM1579.Superseded values are not recommended for survey control.
 CM1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1579.See file dsdata.txt to determine how the superseded data were derived.
 CM1579
 CM1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4399803522(NAD 83)
 CM1579_MARKER: DD = SURVEY DISK
 CM1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1579
 CM1579  HISTORY     - Date     Condition        Report By
 CM1579  HISTORY     - 1974     MONUMENTED       GADT
 CM1579
 CM1579                          STATION DESCRIPTION
 CM1579
 CM1579'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1579'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH OF MAUK,
 CM1579'5-1/2 MILES SOUTHEAST OF JUNCTION CITY, AND 8 MILES
 CM1579'WEST-SOUTHWEST OF BUTLER ON THE PROPERTY OF EARL HICKMAN.
 CM1579'
 CM1579'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96
 CM1579'AND 90, IN THE SOUTHEAST SECTION OF JUNCTION CITY, TRAVEL
 CM1579'SOUTHEASTERLY ON STATE ROUTE 90 FOR 2.1 MILES TO A RAILROAD
 CM1579'CROSSING.  CONTINUE ON STATE ROUTE 90 IN A SOUTHEASTERLY
 CM1579'DIRECTION FOR 2.8 MILES TO COUNTY ROAD 40 ON THE LEFT.  TURN
 CM1579'LEFT ON COUNTY ROAD 40, TRAVELING IN AN EASTERLY DIRECTION FOR
 CM1579'2.15 MILES TO THE STATION ON THE RIGHT.
 CM1579'
 CM1579'THE STATION IS A STANDARD BRASS DISK STAMPED 133-201, SET IN
 CM1579'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1579'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1579'STAMPED 133-201, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1579'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1579'LOCATED 47.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 40,
 CM1579'4.5 FEET NORTHWEST OF A WITNESS POST SET ON A FENCELINE, 130.8
 CM1579'FEET EAST OF A POWER POLE, AND 273.0 FEET WEST OF ANOTHER POWER
 CM1579'POLE.
 CM1579'
 CM1579'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY
 CM1579'ON COUNTY ROAD 40 FOR 0.35 MILE TO THE MARK ON THE LEFT.  IT
 CM1579'IS A STANDARD DISK STAMPED 133-201 AZMK, SET IN THE TOP OF A
 CM1579'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1579'GROUND.  IT IS LOCATED 3.5 FEET SOUTH OF A WITNESS POST, 39.0
 CM1579'FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 40, AND 83.0
 CM1579'FEET NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1580 ***********************************************************************
 CM1580  DESIGNATION -  BV 133 202
 CM1580  PID         -  CM1580
 CM1580  STATE/COUNTY-  GA/TAYLOR
 CM1580  USGS QUAD   -  JUNCTION CITY (1985)
 CM1580
 CM1580                         *CURRENT SURVEY CONTROL
 CM1580  ___________________________________________________________________
 CM1580* NAD 83(1994)-  32 33 10.77569(N)    084 26 12.69511(W)     ADJUSTED  
 CM1580* NAVD 88     -       235.9    (meters)     774.     (feet)  VERTCON   
 CM1580  ___________________________________________________________________
 CM1580  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 CM1580  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CM1580
 CM1580  HORZ ORDER  -  SECOND
 CM1580
 CM1580.The horizontal coordinates were established by classical geodetic methods
 CM1580.and adjusted by the National Geodetic Survey in September 1997..
 CM1580
 CM1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1580
 CM1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1580
 CM1580.The geoid height was determined by GEOID03.
 CM1580
 CM1580;                    North         East     Units Scale Factor Converg.
 CM1580;SPC GA W     -   283,065.265   674,625.528   MT  0.99990794   -0 08 43.4
 CM1580;SPC GA W     -   928,689.96  2,213,333.92   sFT  0.99990794   -0 08 43.4
 CM1580;UTM  16      - 3,604,631.308   740,672.015   MT  1.00031431   +1 22 47.4
 CM1580
 CM1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1580!SPC GA W     -   0.99996714  x   0.99990794  =   0.99987508
 CM1580!UTM  16      -   0.99996714  x   1.00031431  =   1.00028144
 CM1580
 CM1580:                Primary Azimuth Mark                     Grid Az
 CM1580:SPC GA W     -  BUTLER HOMES CORP TANK                   084 56 58.1
 CM1580:UTM  16      -  BUTLER HOMES CORP TANK                   083 25 27.3
 CM1580
 CM1580|---------------------------------------------------------------------|
 CM1580| PID    Reference Object                     Distance      Geod. Az  |
 CM1580|                                                           dddmmss.s |
 CM1580| CM1563 BUTLER HOMES CORP TANK              APPROX.16.9 KM 0844814.7 |
 CM1580| CM1529 BUTLER MUN TANK                     APPROX.19.0 KM 0885930.4 |
 CM1580| CY8629 BV 133 202 AZ MK                                   1685641.6 |
 CM1580|---------------------------------------------------------------------|
 CM1580
 CM1580                          SUPERSEDED SURVEY CONTROL
 CM1580
 CM1580  NAD 83(1986)-  32 33 10.78070(N)    084 26 12.69427(W) AD(       ) 2
 CM1580  NAD 27      -  32 33 10.26707(N)    084 26 12.98632(W) AD(       ) 2
 CM1580  NGVD 29 (07/19/86)  236.0    (m)          774.     (f) VERT ANG       
 CM1580
 CM1580.Superseded values are not recommended for survey control.
 CM1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1580.See file dsdata.txt to determine how the superseded data were derived.
 CM1580
 CM1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4067204631(NAD 83)
 CM1580_MARKER: DD = SURVEY DISK
 CM1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1580
 CM1580  HISTORY     - Date     Condition        Report By
 CM1580  HISTORY     - 1974     MONUMENTED       GADT
 CM1580
 CM1580                          STATION DESCRIPTION
 CM1580
 CM1580'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1580'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHEAST OF
 CM1580'JUNCTION CITY, 10-1/2 MILES WEST OF BUTLER, AND 11-1/2 MILES
 CM1580'NORTH OF TAZEWELL ON STATE RIGHT OF WAY.
 CM1580'
 CM1580'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96 AND
 CM1580'90, LOCATED IN THE SOUTHEAST SECTION OF JUNCTION CITY, ABOUT 7
 CM1580'MILES SOUTHEAST OF TALBOTTON, TRAVEL SOUTHEASTERLY ON STATE ROUTE
 CM1580'90 FOR 2.1 MILES TO A RAILROAD CROSSING.  CONTINUE ON STATE ROUTE
 CM1580'90 IN A SOUTHERLY DIRECTION FOR 1.5 MILES TO THE STATION ON THE
 CM1580'LEFT.
 CM1580'
 CM1580'THE STATION IS A STANDARD BRASS DISK STAMPED 133-202, SET IN THE
 CM1580'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1580'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1580'133-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1580'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 47.0 FEET
 CM1580'EAST OF THE CENTERLINE OF STATE ROUTE 90, 5.2 FEET WEST OF A
 CM1580'WITNESS POST SET ON A FENCELINE RUNNING PARALLEL WITH THE ROAD,
 CM1580'98 FEET SOUTH-SOUTHEAST OF A 12 INCH OAK TREE ON THE WEST SIDE
 CM1580'OF THE ROAD AND 213 FEET SOUTH OF A POWER POLE.
 CM1580'
 CM1580'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY
 CM1580'ON STATE ROUTE 90 FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS A
 CM1580'STANDARD DISK STAMPED 133-202 AZMK, SET IN THE TOP OF A 10 INCH
 CM1580'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM1580'IT IS LOCATED 46.5 FEET WEST OF THE CENTERLINE OF STATE ROUTE 90,
 CM1580'51 FEET SOUTH OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM1580'STATE ROUTE 90 AND THE CROSSING OF COUNTY ROADS 47 TO THE
 CM1580'EAST AND 60 TO THE WEST, 5.0 FEET EAST OF A POWER POLE, AND 3.0
 CM1580'FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1582 ***********************************************************************
 CM1582  DESIGNATION -  BV 133 203
 CM1582  PID         -  CM1582
 CM1582  STATE/COUNTY-  GA/TAYLOR
 CM1582  USGS QUAD   -  JUNCTION CITY (1985)
 CM1582
 CM1582                         *CURRENT SURVEY CONTROL
 CM1582  ___________________________________________________________________
 CM1582* NAD 83(1994)-  32 36 07.22506(N)    084 24 03.51321(W)     ADJUSTED  
 CM1582* NAVD 88     -       219.2    (meters)     719.     (feet)  VERTCON   
 CM1582  ___________________________________________________________________
 CM1582  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CM1582  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CM1582
 CM1582  HORZ ORDER  -  SECOND
 CM1582
 CM1582.The horizontal coordinates were established by classical geodetic methods
 CM1582.and adjusted by the National Geodetic Survey in September 1997..
 CM1582
 CM1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1582
 CM1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1582
 CM1582.The geoid height was determined by GEOID03.
 CM1582
 CM1582;                    North         East     Units Scale Factor Converg.
 CM1582;SPC GA W     -   288,492.229   678,007.442   MT  0.99990596   -0 07 34.5
 CM1582;SPC GA W     -   946,494.92  2,224,429.42   sFT  0.99990596   -0 07 34.5
 CM1582;UTM  16      - 3,610,148.725   743,909.532   MT  1.00033366   +1 24 03.8
 CM1582
 CM1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1582!SPC GA W     -   0.99996977  x   0.99990596  =   0.99987574
 CM1582!UTM  16      -   0.99996977  x   1.00033366  =   1.00030342
 CM1582
 CM1582:                Primary Azimuth Mark                     Grid Az
 CM1582:SPC GA W     -  BV 133 203 AZ MK                         103 28 16.5
 CM1582:UTM  16      -  BV 133 203 AZ MK                         101 56 38.2
 CM1582
 CM1582|---------------------------------------------------------------------|
 CM1582| PID    Reference Object                     Distance      Geod. Az  |
 CM1582|                                                           dddmmss.s |
 CM1582| CY8630 BV 133 203 AZ MK                                   1032042.0 |
 CM1582| CM1563 BUTLER HOMES CORP TANK              APPROX.14.0 KM 1061010.4 |
 CM1582|---------------------------------------------------------------------|
 CM1582
 CM1582                          SUPERSEDED SURVEY CONTROL
 CM1582
 CM1582  NAD 83(1986)-  32 36 07.23014(N)    084 24 03.51223(W) AD(       ) 2
 CM1582  NAD 27      -  32 36 06.72001(N)    084 24 03.80458(W) AD(       ) 2
 CM1582  NGVD 29 (07/19/86)  219.3    (m)          719.     (f) VERT ANG       
 CM1582
 CM1582.Superseded values are not recommended for survey control.
 CM1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1582.See file dsdata.txt to determine how the superseded data were derived.
 CM1582
 CM1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4391010149(NAD 83)
 CM1582_MARKER: DD = SURVEY DISK
 CM1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1582
 CM1582  HISTORY     - Date     Condition        Report By
 CM1582  HISTORY     - 1974     MONUMENTED       GADT
 CM1582
 CM1582                          STATION DESCRIPTION
 CM1582
 CM1582'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1582'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES EAST OF JUNCTION
 CM1582'CITY, 8-1/4 MILES WEST-NORTHWEST OF BUTLER, AND 9 MILES SOUTHEAST
 CM1582'OF TALBOTTON ON THE PROPERTY OF H.S. BROWN.
 CM1582'
 CM1582'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 90 AND
 CM1582'96 LOCATED IN THE SOUTHEAST SECTION OF JUNCTION CITY, TRAVEL EAST
 CM1582'ON STATE ROUTE 96 FOR 4.2 MILES TO COUNTY ROAD 72 TO THE LEFT,
 CM1582'AT THE COMMUNITY OF HOWARD.  TURN LEFT GOING NORTH ON COUNTY ROAD
 CM1582'72 FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AT THE
 CM1582'INTERSECTION AND TRAVEL IN A NORTHWESTERLY DIRECTION FOR 0.45 MILE
 CM1582'TO A DIRT ROAD TO THE LEFT.  TURN LEFT GOING WESTERLY ALONG
 CM1582'THE DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CM1582'CONTINUE ON THE DIRT ROAD PASSING A SAND PIT OFFICE FOR 0.8
 CM1582'MILE TO A FORK.  (4-WHEEL DRIVE IS RECOMMENDED PAST
 CM1582'THIS POINT).  TURN RIGHT GOING NORTHWESTERLY FOR 0.3 MILE
 CM1582'TO THE STATION ON THE RIGHT.
 CM1582'
 CM1582'THE STATION IS A STANDARD BRASS DISK STAMPED 133-203 SET IN THE
 CM1582'TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1582'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1582'133-203 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1582'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 11 FEET
 CM1582'WEST OF A WITNESS POST SET AT THE TOP EDGE OF A 20-FOOT CUT BANK
 CM1582'MARKING THE EDGE OF THE SAND PIT AND 16 FEET EAST OF THE
 CM1582'CENTERLINE OF THE FIELD ROAD.
 CM1582'
 CM1582'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-203 AZMK SET
 CM1582'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1582'SURFACE OF THE GROUND.  IT IS LOCATED 23 FEET SOUTH OF THE
 CM1582'CENTERLINE OF THE FIELD ROAD, 7 FEET SOUTHEAST OF A POWER POLE,
 CM1582'AND 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1724 ***********************************************************************
 CM1724  DESIGNATION -  BV 133 204
 CM1724  PID         -  CM1724
 CM1724  STATE/COUNTY-  GA/TAYLOR
 CM1724  USGS QUAD   -  RUPERT (1971)
 CM1724
 CM1724                         *CURRENT SURVEY CONTROL
 CM1724  ___________________________________________________________________
 CM1724* NAD 83(1994)-  32 22 49.02172(N)    084 18 51.96562(W)     ADJUSTED  
 CM1724* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 CM1724  ___________________________________________________________________
 CM1724  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CM1724  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1724
 CM1724  HORZ ORDER  -  SECOND
 CM1724
 CM1724.The horizontal coordinates were established by classical geodetic methods
 CM1724.and adjusted by the National Geodetic Survey in September 1997..
 CM1724
 CM1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1724
 CM1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1724
 CM1724.The geoid height was determined by GEOID03.
 CM1724
 CM1724;                    North         East     Units Scale Factor Converg.
 CM1724;SPC GA W     -   263,891.974   686,096.238   MT  0.99990238   -0 04 44.9
 CM1724;SPC GA W     -   865,785.58  2,250,967.41   sFT  0.99990238   -0 04 44.9
 CM1724;UTM  16      - 3,585,760.978   752,653.164   MT  1.00038724   +1 26 20.3
 CM1724
 CM1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1724!SPC GA W     -   0.99997745  x   0.99990238  =   0.99987983
 CM1724!UTM  16      -   0.99997745  x   1.00038724  =   1.00036468
 CM1724
 CM1724:                Primary Azimuth Mark                     Grid Az
 CM1724:SPC GA W     -  BV 133 204 AZ MK                         143 37 57.9
 CM1724:UTM  16      -  BV 133 204 AZ MK                         142 06 52.7
 CM1724
 CM1724|---------------------------------------------------------------------|
 CM1724| PID    Reference Object                     Distance      Geod. Az  |
 CM1724|                                                           dddmmss.s |
 CM1724| CY8631 BV 133 204 AZ MK                                   1433313.0 |
 CM1724| CM1723 BV 133 204 GADT 1974 PTA             21.195 METERS 15159     |
 CM1724|---------------------------------------------------------------------|
 CM1724
 CM1724                          SUPERSEDED SURVEY CONTROL
 CM1724
 CM1724  NAD 83(1986)-  32 22 49.02638(N)    084 18 51.96484(W) AD(       ) 2
 CM1724  NAD 27      -  32 22 48.47723(N)    084 18 52.26664(W) AD(       ) 2
 CM1724  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 CM1724
 CM1724.Superseded values are not recommended for survey control.
 CM1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1724.See file dsdata.txt to determine how the superseded data were derived.
 CM1724
 CM1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5265385761(NAD 83)
 CM1724_MARKER: DD = SURVEY DISK
 CM1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1724
 CM1724  HISTORY     - Date     Condition        Report By
 CM1724  HISTORY     - 1974     MONUMENTED       GADT
 CM1724
 CM1724                          STATION DESCRIPTION
 CM1724
 CM1724'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1724'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES EAST OF
 CM1724'TAZEWELL, 7-1/2 MILES WEST OF IDEAL, AND 10-1/4 MILES NORTH OF
 CM1724'ELLAVILLE ON THE PROPERTY OF HERRALD WILLIAM.
 CM1724'
 CM1724'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL SOUTH
 CM1724'ON U.S. HIGHWAY 19 AND STATE ROUTE 3 FOR 6.7 MILES TO WHITEWATER
 CM1724'CREEK.  CONTINUE SOUTH ON U.S. HIGHWAY 19 FOR 2.1 MILES TO THE
 CM1724'INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROUTE 90 TO THE
 CM1724'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 19 FOR 5.3 MILES TO COUNTY
 CM1724'ROAD 204 TO THE RIGHT.  TURN RIGHT ON COUNTY ROAD 204, GOING
 CM1724'EAST FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM1724'WEST ON COUNTY ROAD 204 FOR 0.3 MILE TO A DIRT ROAD TO THE
 CM1724'RIGHT.  TURN RIGHT, GOING IN A NORTHERLY DIRECTION ALONG THE
 CM1724'COUNTY DIRT ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 CM1724'
 CM1724'THE STATION IS A STANDARD BRASS DISK STAMPED 133-204, SET IN THE
 CM1724'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1724'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1724'133-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1724'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 37 FEET
 CM1724'NORTHEAST OF THE CENTERLINE OF THE ROAD, 28 FEET NORTHWEST OF A
 CM1724'POWER POLE WITH TRANSFORMER, 38 FEET SOUTHWEST OF THE SOUTH
 CM1724'CORNER OF A BARN, 38 FEET WEST OF A TELEPHONE POLE, 3.0 FEET
 CM1724'SOUTHWEST OF A WITNESS POST, AND 123 FEET NORTH OF A LONE
 CM1724'CHIMNEY ON THE SOUTHWEST SIDE OF THE ROAD.
 CM1724'
 CM1724'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-204 AZMK, SET IN
 CM1724'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1724'SURFACE OF THE GROUND.  IT IS LOCATED 2 FEET SOUTH OF A WITNESS
 CM1724'POST, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 102 FEET
 CM1724'NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1660 ***********************************************************************
 CM1660  DESIGNATION -  BV 133 205
 CM1660  PID         -  CM1660
 CM1660  STATE/COUNTY-  GA/TAYLOR
 CM1660  USGS QUAD   -  IDEAL NORTH (1971)
 CM1660
 CM1660                         *CURRENT SURVEY CONTROL
 CM1660  ___________________________________________________________________
 CM1660* NAD 83(1994)-  32 24 42.24766(N)    084 13 07.20656(W)     ADJUSTED  
 CM1660* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 CM1660  ___________________________________________________________________
 CM1660  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CM1660  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CM1660
 CM1660  HORZ ORDER  -  SECOND
 CM1660
 CM1660.The horizontal coordinates were established by classical geodetic methods
 CM1660.and adjusted by the National Geodetic Survey in September 1997..
 CM1660
 CM1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1660
 CM1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1660
 CM1660.The geoid height was determined by GEOID03.
 CM1660
 CM1660;                    North         East     Units Scale Factor Converg.
 CM1660;SPC GA W     -   267,371.005   695,108.759   MT  0.99990029   -0 01 40.3
 CM1660;SPC GA W     -   877,199.71  2,280,535.99   sFT  0.99990029   -0 01 40.3
 CM1660;UTM  16      - 3,589,479.577   761,574.892   MT  1.00044383   +1 29 29.9
 CM1660
 CM1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1660!SPC GA W     -   0.99998122  x   0.99990029  =   0.99988151
 CM1660!UTM  16      -   0.99998122  x   1.00044383  =   1.00042504
 CM1660
 CM1660|---------------------------------------------------------------------|
 CM1660| PID    Reference Object                     Distance      Geod. Az  |
 CM1660|                                                           dddmmss.s |
 CM1660| CM1659 BV 133 205 GADT 1974 PTA             29.947 METERS 17914     |
 CM1660| CY8632 BV 133 205 AZ MK                                   2842121.1 |
 CM1660|---------------------------------------------------------------------|
 CM1660
 CM1660                          SUPERSEDED SURVEY CONTROL
 CM1660
 CM1660  NAD 83(1986)-  32 24 42.25222(N)    084 13 07.20578(W) AD(       ) 2
 CM1660  NAD 27      -  32 24 41.70395(N)    084 13 07.51731(W) AD(       ) 2
 CM1660  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 CM1660
 CM1660.Superseded values are not recommended for survey control.
 CM1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1660.See file dsdata.txt to determine how the superseded data were derived.
 CM1660
 CM1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6157589480(NAD 83)
 CM1660_MARKER: DD = SURVEY DISK
 CM1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1660
 CM1660  HISTORY     - Date     Condition        Report By
 CM1660  HISTORY     - 1974     MONUMENTED       GADT
 CM1660
 CM1660                          STATION DESCRIPTION
 CM1660
 CM1660'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1660'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHWEST OF IDEAL,
 CM1660'12 MILES SOUTHWEST OF REYNOLDS, AND 10 MILES SOUTH OF BUTLER ON
 CM1660'THE PROPERTY OF LAMAR MASSEY.
 CM1660'
 CM1660'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL SOUTH
 CM1660'ON U.S. HIGHWAY 19 AND STATE ROUTE 3 FOR 6.7 MILES TO WHITEWATER
 CM1660'CREEK.  CONTINUE SOUTH ON U.S. HIGHWAY 19 FOR 2.05 MILES TO THE
 CM1660'INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROUTE 90 TO THE
 CM1660'LEFT.  TURN LEFT, GOING EAST ON STATE ROUTE 90 FOR 1.5 MILES TO
 CM1660'THE JUNCTION OF STATE ROUTE 127 CROSSING.  CONTINUE SOUTHEASTERLY
 CM1660'ON STATE ROUTE 90 FOR 2.3 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1660'193 CROSSING AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CM1660'ALONG STATE ROUTE 90 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CM1660'
 CM1660'THE STATION IS A STANDARD BRASS DISK STAMPED 133-205, SET IN THE
 CM1660'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1660'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1660'STAMPED 133-205, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1660'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1660'LOCATED 347 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 90, 3
 CM1660'FEET WEST OF A WITNESS POST, AND 313 FEET NORTHEAST OF A POWER
 CM1660'POLE.
 CM1660'
 CM1660'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-205 AZMK, SET IN
 CM1660'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1660'SURFACE OF THE GROUND.  IT IS LOCATED 47 FEET SOUTHEAST OF THE
 CM1660'CENTERLINE OF STATE ROUTE 90, 11 FEET NORTHWEST OF A 15 INCH
 CM1660'PINE TREE, 115 FEET SOUTH OF A 24 INCH CULVERT UNDER THE HIGHWAY,
 CM1660'AND 4.4 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1728 ***********************************************************************
 CM1728  DESIGNATION -  BV 133 206
 CM1728  PID         -  CM1728
 CM1728  STATE/COUNTY-  GA/TAYLOR
 CM1728  USGS QUAD   -  RUPERT (1971)
 CM1728
 CM1728                         *CURRENT SURVEY CONTROL
 CM1728  ___________________________________________________________________
 CM1728* NAD 83(1994)-  32 26 58.46049(N)    084 16 41.51177(W)     ADJUSTED  
 CM1728* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 CM1728  ___________________________________________________________________
 CM1728  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CM1728  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CM1728
 CM1728  HORZ ORDER  -  SECOND
 CM1728
 CM1728.The horizontal coordinates were established by classical geodetic methods
 CM1728.and adjusted by the National Geodetic Survey in September 1997..
 CM1728
 CM1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1728
 CM1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1728
 CM1728.The geoid height was determined by GEOID03.
 CM1728
 CM1728;                    North         East     Units Scale Factor Converg.
 CM1728;SPC GA W     -   271,570.771   689,513.875   MT  0.99990136   -0 03 35.4
 CM1728;SPC GA W     -   890,978.44  2,262,180.10   sFT  0.99990136   -0 03 35.4
 CM1728;UTM  16      - 3,593,531.554   755,867.561   MT  1.00040739   +1 27 40.3
 CM1728
 CM1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1728!SPC GA W     -   0.99997824  x   0.99990136  =   0.99987960
 CM1728!UTM  16      -   0.99997824  x   1.00040739  =   1.00038562
 CM1728
 CM1728|---------------------------------------------------------------------|
 CM1728| PID    Reference Object                     Distance      Geod. Az  |
 CM1728|                                                           dddmmss.s |
 CM1728| CM1727 BV 133 206 GADT 1974 PTA             27.399 METERS 13026     |
 CM1728| CY8633 BV 133 206 AZ MK                                   1783044.8 |
 CM1728|---------------------------------------------------------------------|
 CM1728
 CM1728                          SUPERSEDED SURVEY CONTROL
 CM1728
 CM1728  NAD 83(1986)-  32 26 58.46508(N)    084 16 41.51090(W) AD(       ) 2
 CM1728  NAD 27      -  32 26 57.92106(N)    084 16 41.81419(W) AD(       ) 2
 CM1728  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 CM1728
 CM1728.Superseded values are not recommended for survey control.
 CM1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1728.See file dsdata.txt to determine how the superseded data were derived.
 CM1728
 CM1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA5586893532(NAD 83)
 CM1728_MARKER: DD = SURVEY DISK
 CM1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1728
 CM1728  HISTORY     - Date     Condition        Report By
 CM1728  HISTORY     - 1974     MONUMENTED       GADT
 CM1728
 CM1728                          STATION DESCRIPTION
 CM1728
 CM1728'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1728'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES NORTHWEST OF
 CM1728'IDEAL, 10-1/2 MILES NORTHEAST OF TAZEWELL, AND 8 MILES SOUTH OF
 CM1728'BUTLER ON STATE RIGHT OF WAY.
 CM1728'
 CM1728'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL
 CM1728'SOUTH ON STATE ROUTE 3 AND U.S. HIGHWAY 19 FOR 6.7 MILES TO
 CM1728'WHITEWATER CREEK.  CONTINUE SOUTH ALONG U.S. HIGHWAY 19 AND
 CM1728'STATE ROUTE 3 FOR 1.5 MILES TO THE STATION ON THE RIGHT.
 CM1728'
 CM1728'THE STATION IS A STANDARD BRASS DISK STAMPED 133-206, SET IN
 CM1728'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1728'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1728'DISK STAMPED 133-206, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1728'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1728'LOCATED 39.5 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 19 AND
 CM1728'STATE ROUTE 3, 1.8 FEET EAST OF A WITNESS POST, AND 99.0 FEET
 CM1728'NORTHEAST OF A POWER POLE.
 CM1728'
 CM1728'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ALONG
 CM1728'U.S. HIGHWAY 19 AND STATE ROUTE 3 FOR 0.3 MILE TO THE MARK ON
 CM1728'THE RIGHT.  THE MARK IS A STANDARD BRASS DISK STAMPED 133-206
 CM1728'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM1728'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 37.0 FEET
 CM1728'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 FEET WEST OF A
 CM1728'WITNESS POST, AND 11.7 FEET SOUTHEAST OF A 20 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1558 ***********************************************************************
 CM1558  DESIGNATION -  BV 133 207
 CM1558  PID         -  CM1558
 CM1558  STATE/COUNTY-  GA/TAYLOR
 CM1558  USGS QUAD   -  BUTLER WEST (1985)
 CM1558
 CM1558                         *CURRENT SURVEY CONTROL
 CM1558  ___________________________________________________________________
 CM1558* NAD 83(1994)-  32 31 16.50314(N)    084 21 21.52877(W)     ADJUSTED  
 CM1558* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 CM1558  ___________________________________________________________________
 CM1558  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CM1558  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CM1558
 CM1558  HORZ ORDER  -  SECOND
 CM1558
 CM1558.The horizontal coordinates were established by classical geodetic methods
 CM1558.and adjusted by the National Geodetic Survey in September 1997..
 CM1558
 CM1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1558
 CM1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1558
 CM1558.The geoid height was determined by GEOID03.
 CM1558
 CM1558;                    North         East     Units Scale Factor Converg.
 CM1558;SPC GA W     -   279,529.109   682,214.876   MT  0.99990390   -0 06 06.4
 CM1558;SPC GA W     -   917,088.42  2,238,233.31   sFT  0.99990390   -0 06 06.4
 CM1558;UTM  16      - 3,601,296.888   748,356.075   MT  1.00036067   +1 25 19.9
 CM1558
 CM1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1558!SPC GA W     -   0.99997340  x   0.99990390  =   0.99987730
 CM1558!UTM  16      -   0.99997340  x   1.00036067  =   1.00033406
 CM1558
 CM1558|---------------------------------------------------------------------|
 CM1558| PID    Reference Object                     Distance      Geod. Az  |
 CM1558|                                                           dddmmss.s |
 CM1558| CM1557 BV 133 207 GADT 1974 PTA             14.457 METERS 20447     |
 CM1558| CY8634 BV 133 207 AZ MK                                   2380533.4 |
 CM1558|---------------------------------------------------------------------|
 CM1558
 CM1558                          SUPERSEDED SURVEY CONTROL
 CM1558
 CM1558  NAD 83(1986)-  32 31 16.50802(N)    084 21 21.52789(W) AD(       ) 2
 CM1558  NAD 27      -  32 31 15.98382(N)    084 21 21.82400(W) AD(       ) 2
 CM1558  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 CM1558
 CM1558.Superseded values are not recommended for survey control.
 CM1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1558.See file dsdata.txt to determine how the superseded data were derived.
 CM1558
 CM1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4835601297(NAD 83)
 CM1558_MARKER: DD = SURVEY DISK
 CM1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1558
 CM1558  HISTORY     - Date     Condition        Report By
 CM1558  HISTORY     - 1974     MONUMENTED       GADT
 CM1558
 CM1558                          STATION DESCRIPTION
 CM1558
 CM1558'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1558'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHEAST OF MAUK,
 CM1558'7-1/2 MILES WEST-SOUTHWEST OF BUTLER, AND 8-1/2 MILES SOUTHEAST
 CM1558'OF JUNCTION CITY ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1558'
 CM1558'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL WEST
 CM1558'ON STATE ROUTE 96 (STATE ROUTE 137) FOR 0.1 MILE TO THE JUNCTION
 CM1558'OF U.S. HIGHWAY 19 TO THE RIGHT.  CONTINUE TRAVELING WESTERLY ON
 CM1558'STATE ROUTE 96 FOR 0.3 MILE TO THE JUNCTION OF STATE ROUTE 137
 CM1558'TO THE LEFT.  TURN LEFT, TRAVELING SOUTHWESTERLY ON STATE ROUTE
 CM1558'137 FOR 2.7 MILES TO A GEORGIA POWER COMPANY LINE CROSSING.
 CM1558'CONTINUE TRAVELING SOUTHWESTERLY ON STATE ROUTE 137 FOR 2.0
 CM1558'MILES TO THE WHITEWATER CREEK BRIDGE.  CONTINUE TRAVELING
 CM1558'SOUTHWESTERLY ON STATE ROUTE 137 FOR 0.1 MILE TO THE JUNCTION OF
 CM1558'COUNTY ROAD 30 TO THE RIGHT.  TURN RIGHT, TRAVELING WESTERLY
 CM1558'ON COUNTY ROAD 30 FOR 2.1 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1558'40 TO THE RIGHT AND COUNTY ROAD 30 TO THE LEFT.  TURN LEFT,
 CM1558'TRAVELING SOUTHWESTERLY ON COUNTY ROAD 30 (DIRT ROAD) FOR 0.5
 CM1558'MILE TO THE STATION ON THE LEFT.
 CM1558'
 CM1558'THE STATION IS A STANDARD BRASS DISK STAMPED 133-207, SET IN THE
 CM1558'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1558'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1558'STAMPED 133-207, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1558'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1558'LOCATED 43.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY,
 CM1558'2.5 FEET NORTHWEST OF A WITNESS POST, 17.2 FEET
 CM1558'NORTHWEST OF A 10 INCH PINE TREE, AND 49.0 FEET SOUTHWEST OF
 CM1558'A 12 INCH PINE TREE.
 CM1558'
 CM1558'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1558'SOUTHWESTERLY ON COUNTY ROAD 30 FOR 0.3 MILE TO THE MARK ON THE
 CM1558'LEFT.  IT IS A STANDARD DISK STAMPED 133-207 AZMK, SET IN THE TOP
 CM1558'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1558'THE GROUND.  IT IS LOCATED 38.0 FEET SOUTH OF THE CENTERLINE OF
 CM1558'THE ROADWAY, 2.3 FEET NORTHWEST OF A WITNESS POST, 11.3 FEET
 CM1558'NORTHWEST OF A 14 INCH PINE TREE, AND 81.0 FEET SOUTHWEST OF AN
 CM1558'8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1560 ***********************************************************************
 CM1560  DESIGNATION -  BV 133 208
 CM1560  PID         -  CM1560
 CM1560  STATE/COUNTY-  GA/TAYLOR
 CM1560  USGS QUAD   -  BUTLER WEST (1985)
 CM1560
 CM1560                         *CURRENT SURVEY CONTROL
 CM1560  ___________________________________________________________________
 CM1560* NAD 83(1994)-  32 32 25.02174(N)    084 17 23.28444(W)     ADJUSTED  
 CM1560* NAVD 88     -       198.9    (meters)     653.     (feet)  VERTCON   
 CM1560  ___________________________________________________________________
 CM1560  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CM1560  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM1560
 CM1560  HORZ ORDER  -  SECOND
 CM1560
 CM1560.The horizontal coordinates were established by classical geodetic methods
 CM1560.and adjusted by the National Geodetic Survey in September 1997..
 CM1560
 CM1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1560
 CM1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1560
 CM1560.The geoid height was determined by GEOID03.
 CM1560
 CM1560;                    North         East     Units Scale Factor Converg.
 CM1560;SPC GA W     -   281,630.467   688,434.527   MT  0.99990165   -0 03 58.4
 CM1560;SPC GA W     -   923,982.62  2,258,638.94   sFT  0.99990165   -0 03 58.4
 CM1560;UTM  16      - 3,603,564.041   754,520.562   MT  1.00039890   +1 27 30.9
 CM1560
 CM1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1560!SPC GA W     -   0.99997292  x   0.99990165  =   0.99987457
 CM1560!UTM  16      -   0.99997292  x   1.00039890  =   1.00037181
 CM1560
 CM1560:                Primary Azimuth Mark                     Grid Az
 CM1560:SPC GA W     -  BUTLER HOMES CORP TANK                   046 08 11.9
 CM1560:UTM  16      -  BUTLER HOMES CORP TANK                   044 36 42.6
 CM1560
 CM1560|---------------------------------------------------------------------|
 CM1560| PID    Reference Object                     Distance      Geod. Az  |
 CM1560|                                                           dddmmss.s |
 CM1560| CM1563 BUTLER HOMES CORP TANK              APPROX. 4.2 KM 0460413.5 |
 CM1560| CY8635 BV 133 208 AZ MK                                   0463817.4 |
 CM1560|---------------------------------------------------------------------|
 CM1560
 CM1560                          SUPERSEDED SURVEY CONTROL
 CM1560
 CM1560  NAD 83(1986)-  32 32 25.02668(N)    084 17 23.28339(W) AD(       ) 2
 CM1560  NAD 27      -  32 32 24.50367(N)    084 17 23.58511(W) AD(       ) 2
 CM1560  NGVD 29 (07/19/86)  199.0    (m)          653.     (f) VERT ANG       
 CM1560
 CM1560.Superseded values are not recommended for survey control.
 CM1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1560.See file dsdata.txt to determine how the superseded data were derived.
 CM1560
 CM1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5452103564(NAD 83)
 CM1560_MARKER: DD = SURVEY DISK
 CM1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1560
 CM1560  HISTORY     - Date     Condition        Report By
 CM1560  HISTORY     - 1974     MONUMENTED       GADT
 CM1560
 CM1560                          STATION DESCRIPTION
 CM1560
 CM1560'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1560'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF
 CM1560'BUTLER, 11-1/2 MILES WEST-SOUTHWEST OF REYNOLDS, AND 11 MILES
 CM1560'SOUTHEAST OF JUNCTION CITY ON STATE RIGHT OF WAY.
 CM1560'
 CM1560'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96 AND
 CM1560'STATE ROUTE 137, LOCATED IN THE WEST SECTION OF BUTLER, TRAVEL
 CM1560'SOUTHWESTERLY ON STATE ROUTE 137 FOR 2.1 MILES TO THE AZIMUTH MARK
 CM1560'ON THE RIGHT.  CONTINUE TRAVELING SOUTHWESTERLY ON STATE ROUTE
 CM1560'137 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 CM1560'
 CM1560'THE STATION IS A STANDARD BRASS DISK STAMPED 133-208, SET IN THE
 CM1560'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1560'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1560'133-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1560'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 36.5 FEET
 CM1560'NORTHWEST OF THE CENTERLINE OF THE ROADWAY, 2.2 FEET SOUTHEAST
 CM1560'OF A WITNESS POST, 36 FEET NORTH OF A WEST 137 SIGN, AND 98.5
 CM1560'FEET NORTHWEST OF A TELEPHONE POLE.
 CM1560'
 CM1560'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-208 AZMK, SET IN
 CM1560'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1560'SURFACE OF THE GROUND.  IT IS LOCATED 47.0 FEET NORTHWEST OF THE
 CM1560'CENTERLINE OF THE ROADWAY, 2.8 FEET SOUTHEAST OF A WITNESS POST,
 CM1560'52.5 FEET EAST OF AN 8 INCH PINE TREE, AND APPROXIMATELY 150 FEET
 CM1560'NORTH OF THE JUNCTION OF THE HIGHWAY AND A DIRT DRIVEWAY GOING
 CM1560'EASTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1559 ***********************************************************************
 CM1559  DESIGNATION -  BV 133 209
 CM1559  PID         -  CM1559
 CM1559  STATE/COUNTY-  GA/TAYLOR
 CM1559  USGS QUAD   -  BUTLER WEST (1985)
 CM1559
 CM1559                         *CURRENT SURVEY CONTROL
 CM1559  ___________________________________________________________________
 CM1559* NAD 83(1994)-  32 31 44.37784(N)    084 15 49.98578(W)     ADJUSTED  
 CM1559* NAVD 88     -       201.9    (meters)     662.     (feet)  VERTCON   
 CM1559  ___________________________________________________________________
 CM1559  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CM1559  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM1559
 CM1559  HORZ ORDER  -  SECOND
 CM1559
 CM1559.The horizontal coordinates were established by classical geodetic methods
 CM1559.and adjusted by the National Geodetic Survey in September 1997..
 CM1559
 CM1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1559
 CM1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1559
 CM1559.The geoid height was determined by GEOID03.
 CM1559
 CM1559;                    North         East     Units Scale Factor Converg.
 CM1559;SPC GA W     -   280,376.058   690,867.586   MT  0.99990103   -0 03 08.2
 CM1559;SPC GA W     -   919,867.12  2,266,621.41   sFT  0.99990103   -0 03 08.2
 CM1559;UTM  16      - 3,602,374.210   756,987.381   MT  1.00041446   +1 28 19.5
 CM1559
 CM1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1559!SPC GA W     -   0.99997244  x   0.99990103  =   0.99987348
 CM1559!UTM  16      -   0.99997244  x   1.00041446  =   1.00038689
 CM1559
 CM1559:                Primary Azimuth Mark                     Grid Az
 CM1559:SPC GA W     -  BV 133 209 AZ MK                         195 16 54.5
 CM1559:UTM  16      -  BV 133 209 AZ MK                         193 45 26.8
 CM1559
 CM1559|---------------------------------------------------------------------|
 CM1559| PID    Reference Object                     Distance      Geod. Az  |
 CM1559|                                                           dddmmss.s |
 CM1559| CY8636 BV 133 209 AZ MK                                   1951346.3 |
 CM1559|---------------------------------------------------------------------|
 CM1559
 CM1559                          SUPERSEDED SURVEY CONTROL
 CM1559
 CM1559  NAD 83(1986)-  32 31 44.38274(N)    084 15 49.98477(W) AD(       ) 2
 CM1559  NAD 27      -  32 31 43.85790(N)    084 15 50.28875(W) AD(       ) 2
 CM1559  NGVD 29 (07/19/86)  202.0    (m)          663.     (f) VERT ANG       
 CM1559
 CM1559.Superseded values are not recommended for survey control.
 CM1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1559.See file dsdata.txt to determine how the superseded data were derived.
 CM1559
 CM1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5698702374(NAD 83)
 CM1559_MARKER: DD = SURVEY DISK
 CM1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1559
 CM1559  HISTORY     - Date     Condition        Report By
 CM1559  HISTORY     - 1974     MONUMENTED       GADT
 CM1559
 CM1559                          STATION DESCRIPTION
 CM1559
 CM1559'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1559'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 CM1559'BUTLER, 10 MILES WEST-SOUTHWEST OF REYNOLDS, AND 12-1/2 MILES
 CM1559'SOUTHEAST OF JUNCTION CITY ON THE PROPERTY OF MR. ED DAVIS,
 CM1559'ROUTE 1, BUTLER.
 CM1559'
 CM1559'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 CM1559'AND STATE ROUTE 96, LOCATED IN THE WEST SECTION OF BUTLER,
 CM1559'TRAVEL SOUTH ON U.S. HIGHWAY 19 FOR 2.15 MILES TO THE JUNCTION
 CM1559'OF COUNTY ROAD 2 TO THE RIGHT.  TURN RIGHT, TRAVELING WEST ON
 CM1559'COUNTY ROAD 2 FOR 0.6 MILE TO THE TERMINATION OF COUNTY ROAD 2
 CM1559'AND THE CROSSING OF COUNTY ROAD 11 TO THE RIGHT, COUNTY ROAD 3
 CM1559'TO THE LEFT, AND COUNTY ROAD 11 CONTINUING AHEAD.  CONTINUE
 CM1559'TRAVELING WEST ON COUNTY ROAD 11 FOR 0.6 MILE TO THE STATION
 CM1559'ON THE RIGHT.
 CM1559'
 CM1559'THE STATION IS A STANDARD BRASS DISK STAMPED 133-209, SET IN
 CM1559'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1559'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1559'STAMPED 133-209, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1559'APPROXIMATELY 29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1559'LOCATED 52.0 FEET NORTH OF THE CENTERLINE OF THE ROADWAY,
 CM1559'38.0 FEET EAST OF A WITNESS POST SET AT A BURIED TELEPHONE
 CM1559'CABLE JUNCTION BOX, 53.6 FEET SOUTHEAST OF THE SOUTHEAST
 CM1559'CORNER OF A PUMP HOUSE BUILDING, 115.5 FEET NORTHWEST OF A
 CM1559'POWER POLE, AND 10.0 FEET WEST OF A 36 INCH PECAN TREE.
 CM1559'
 CM1559'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1559'IN A WESTERLY DIRECTION ON COUNTY ROAD 11 FOR 0.45 MILE TO THE
 CM1559'MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED 133-209 AZMK,
 CM1559'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1559'THE SURFACE OF THE GROUND.  IT IS LOCATED 18.0 FEET SOUTHEAST OF
 CM1559'THE CENTERLINE OF THE ROADWAY, 2.2 FEET NORTHWEST OF A WITNESS
 CM1559'POST, 175.5 FEET SOUTH OF A POWER POLE ON THE NORTHWEST SIDE OF
 CM1559'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1567 ***********************************************************************
 CM1567  DESIGNATION -  BV 133 210
 CM1567  PID         -  CM1567
 CM1567  STATE/COUNTY-  GA/TAYLOR
 CM1567  USGS QUAD   -  BUTLER WEST (1985)
 CM1567
 CM1567                         *CURRENT SURVEY CONTROL
 CM1567  ___________________________________________________________________
 CM1567* NAD 83(1994)-  32 37 10.78484(N)    084 18 59.59967(W)     ADJUSTED  
 CM1567* NAVD 88     -       186.0    (meters)     610.     (feet)  VERTCON   
 CM1567  ___________________________________________________________________
 CM1567  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CM1567  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CM1567
 CM1567  HORZ ORDER  -  SECOND
 CM1567
 CM1567.The horizontal coordinates were established by classical geodetic methods
 CM1567.and adjusted by the National Geodetic Survey in September 1997..
 CM1567
 CM1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1567
 CM1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1567
 CM1567.The geoid height was determined by GEOID03.
 CM1567
 CM1567;                    North         East     Units Scale Factor Converg.
 CM1567;SPC GA W     -   290,435.673   685,934.020   MT  0.99990244   -0 04 50.9
 CM1567;SPC GA W     -   952,871.04  2,250,435.20   sFT  0.99990244   -0 04 50.9
 CM1567;UTM  16      - 3,612,303.779   751,785.050   MT  1.00038180   +1 26 50.3
 CM1567
 CM1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1567!SPC GA W     -   0.99997498  x   0.99990244  =   0.99987742
 CM1567!UTM  16      -   0.99997498  x   1.00038180  =   1.00035677
 CM1567
 CM1567:                Primary Azimuth Mark                     Grid Az
 CM1567:SPC GA W     -  BV 133 210 AZ MK                         257 56 48.5
 CM1567:UTM  16      -  BV 133 210 AZ MK                         256 25 07.3
 CM1567
 CM1567|---------------------------------------------------------------------|
 CM1567| PID    Reference Object                     Distance      Geod. Az  |
 CM1567|                                                           dddmmss.s |
 CM1567| CY8637 BV 133 210 AZ MK                                   2575157.6 |
 CM1567|---------------------------------------------------------------------|
 CM1567
 CM1567                          SUPERSEDED SURVEY CONTROL
 CM1567
 CM1567  NAD 83(1986)-  32 37 10.78982(N)    084 18 59.59865(W) AD(       ) 2
 CM1567  NAD 27      -  32 37 10.27835(N)    084 18 59.89760(W) AD(       ) 2
 CM1567  NGVD 29 (07/19/86)  186.1    (m)          611.     (f) VERT ANG       
 CM1567
 CM1567.Superseded values are not recommended for survey control.
 CM1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1567.See file dsdata.txt to determine how the superseded data were derived.
 CM1567
 CM1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5178512304(NAD 83)
 CM1567_MARKER: DD = SURVEY DISK
 CM1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1567
 CM1567  HISTORY     - Date     Condition        Report By
 CM1567  HISTORY     - 1974     MONUMENTED       GADT
 CM1567
 CM1567                          STATION DESCRIPTION
 CM1567
 CM1567'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1567'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES NORTHWEST OF
 CM1567'BUTLER, 8-1/2 MILES EAST-NORTHEAST OF JUNCTION CITY, AND 10-1/4
 CM1567'MILES NORTHEAST OF MAUK ON THE PROPERTY OF MISS NEVA RAY.
 CM1567'
 CM1567'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL WEST
 CM1567'ON STATE ROUTE 137 FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE
 CM1567'137 TO THE LEFT AND STATE ROUTE 96 TO THE RIGHT.  TURN RIGHT,
 CM1567'TRAVELING NORTHWESTERLY ON STATE ROUTE 96 FOR 2.75 MILES TO A
 CM1567'GEORGIA POWER COMPANY LINE CROSSING.  CONTINUE TRAVELING
 CM1567'WESTERLY ON STATE ROUTE 96 FOR 2.55 MILES TO THE CROSSING OF
 CM1567'COUNTY ROAD 73.  TURN RIGHT, TRAVELING NORTHERLY ON COUNTY ROAD
 CM1567'73 FOR 2.45 MILES TO THE CROSSING OF COUNTY ROAD 84.  TURN
 CM1567'RIGHT, TRAVELING EASTERLY ON COUNTY ROAD 84 FOR 0.55 MILE TO
 CM1567'THE JUNCTION OF A DRIVEWAY TO THE RIGHT WITH A FENCE CORNER IN
 CM1567'THE SOUTHWEST QUADRANT AND THE AZIMUTH MARK ON THE RIGHT.
 CM1567'CONTINUE TRAVELING EASTERLY ON COUNTY ROAD 84 FOR 0.95 MILE TO
 CM1567'THE CROSSING OF COUNTY ROAD 87.  TURN LEFT ON COUNTY
 CM1567'ROAD 87 FOR 0.05 MILE TO THE JUNCTION OF A DRIVEWAY TO THE
 CM1567'LEFT.  TURN LEFT, TRAVELING WESTERLY ON THE DRIVEWAY FOR 0.2
 CM1567'MILE TO THE STATION ON THE RIGHT.
 CM1567'
 CM1567'THE STATION IS A STANDARD BRASS DISK STAMPED 133-210, SET IN
 CM1567'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1567'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1567'STAMPED 133-210, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1567'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1567'LOCATED 2.5 FEET SOUTHEAST OF A WITNESS POST, 8.5 FEET SOUTH
 CM1567'OF A CHINABERRY TREE, 43.0 FEET WEST-SOUTHWEST OF A 12 INCH
 CM1567'CEDAR TREE, 49.0 FEET SOUTHEAST OF A 24 INCH PECAN TREE,
 CM1567'AND 49.5 FEET NORTHWEST OF AN 18 INCH CEDAR TREE.
 CM1567'
 CM1567'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-210 AZMK, SET
 CM1567'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1567'SURFACE OF THE GROUND.  IT IS LOCATED 15.0 FEET SOUTH OF THE
 CM1567'FENCE CORNER, 1.5 FEET WEST OF A FENCELINE, 54.0 FEET NORTHWEST
 CM1567'OF THE NORTHWEST CORNER OF THE HOUSE, AND 56.0 FEET SOUTHWEST OF
 CM1567'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1565 ***********************************************************************
 CM1565  DESIGNATION -  BV 133 211
 CM1565  PID         -  CM1565
 CM1565  STATE/COUNTY-  GA/TAYLOR
 CM1565  USGS QUAD   -  BUTLER WEST (1985)
 CM1565
 CM1565                         *CURRENT SURVEY CONTROL
 CM1565  ___________________________________________________________________
 CM1565* NAD 83(1994)-  32 35 52.14931(N)    084 17 14.57680(W)     ADJUSTED  
 CM1565* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 CM1565  ___________________________________________________________________
 CM1565  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CM1565  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CM1565
 CM1565  HORZ ORDER  -  SECOND
 CM1565
 CM1565.The horizontal coordinates were established by classical geodetic methods
 CM1565.and adjusted by the National Geodetic Survey in September 1997..
 CM1565
 CM1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1565
 CM1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1565
 CM1565.The geoid height was determined by GEOID03.
 CM1565
 CM1565;                    North         East     Units Scale Factor Converg.
 CM1565;SPC GA W     -   288,010.071   688,668.948   MT  0.99990158   -0 03 54.1
 CM1565;SPC GA W     -   944,913.04  2,259,408.04   sFT  0.99990158   -0 03 54.1
 CM1565;UTM  16      - 3,609,950.802   754,585.039   MT  1.00039929   +1 27 43.8
 CM1565
 CM1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1565!SPC GA W     -   0.99997487  x   0.99990158  =   0.99987646
 CM1565!UTM  16      -   0.99997487  x   1.00039929  =   1.00037415
 CM1565
 CM1565:                Primary Azimuth Mark                     Grid Az
 CM1565:SPC GA W     -  BV 133 211 AZ MK                         088 23 40.0
 CM1565:UTM  16      -  BV 133 211 AZ MK                         086 52 02.1
 CM1565
 CM1565|---------------------------------------------------------------------|
 CM1565| PID    Reference Object                     Distance      Geod. Az  |
 CM1565|                                                           dddmmss.s |
 CM1565| CY8638 BV 133 211 AZ MK                                   0881945.9 |
 CM1565| CM1564 CLARK                               APPROX. 5.7 KM 2591629.6 |
 CM1565|---------------------------------------------------------------------|
 CM1565
 CM1565                          SUPERSEDED SURVEY CONTROL
 CM1565
 CM1565  NAD 83(1986)-  32 35 52.15429(N)    084 17 14.57573(W) AD(       ) 2
 CM1565  NAD 27      -  32 35 51.63983(N)    084 17 14.87803(W) AD(       ) 2
 CM1565  NGVD 29 (07/19/86)  186.7    (m)          613.     (f) VERT ANG       
 CM1565
 CM1565.Superseded values are not recommended for survey control.
 CM1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1565.See file dsdata.txt to determine how the superseded data were derived.
 CM1565
 CM1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5458509951(NAD 83)
 CM1565_MARKER: DD = SURVEY DISK
 CM1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1565
 CM1565  HISTORY     - Date     Condition        Report By
 CM1565  HISTORY     - 1974     MONUMENTED       GADT
 CM1565
 CM1565                          STATION DESCRIPTION
 CM1565
 CM1565'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1565'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTHWEST OF
 CM1565'BUTLER, 10 MILES EAST OF JUNCTION CITY, AND 11-1/2 MILES
 CM1565'WEST-NORTHWEST OF REYNOLDS ON THE PROPERTY OF THE GEORGIA POWER
 CM1565'COMPANY.
 CM1565'
 CM1565'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96
 CM1565'AND 137, LOCATED IN THE WEST SECTION OF BUTLER, TRAVEL NORTHWEST
 CM1565'ON STATE ROUTE 96 FOR 2.8 MILES TO A GEORGIA POWER COMPANY LINE
 CM1565'CROSSING.  TURN RIGHT, TRAVELING NORTHERLY ON AN UNMARKED DIRT
 CM1565'ROAD FOR 0.1 MILE TO THE JUNCTION OF A DIRT ROAD TO THE
 CM1565'LEFT.  TURN LEFT, TRAVELING NORTHWESTERLY ON THE DIRT ROAD FOR
 CM1565'1.2 MILES TO THE JUNCTION OF A DIRT ROAD TO THE RIGHT.  TURN
 CM1565'RIGHT, TRAVELING NORTHERLY ON THE DIRT ROAD FOR 0.7 MILE TO
 CM1565'THE POWER LINE.  TURN RIGHT, TRAVELING SOUTHERLY ON THE POWER
 CM1565'LINE FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CM1565'
 CM1565'THE STATION IS A STANDARD BRASS DISK STAMPED 133-211, SET IN
 CM1565'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1565'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1565'STAMPED 133-211, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1565'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1565'LOCATED 2.5 FEET NORTH OF A WITNESS POST, 76.5 FEET NORTH OF
 CM1565'AN 8 INCH PINE TREE, 170.0 FEET WEST OF A POWER POLE, AND
 CM1565'171.0 FEET SOUTHWEST OF ANOTHER POWER POLE.
 CM1565'
 CM1565'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1565'SOUTHERLY ON THE POWER LINE FOR 0.1 MILE TO THE MARK ON THE
 CM1565'LEFT.  THE MARK IS A STANDARD DISK STAMPED 133-211 AZMK, SET IN
 CM1565'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1565'SURFACE OF THE GROUND.  IT IS LOCATED 2.0 FEET SOUTH OF A WITNESS
 CM1565'POST, 7.5 FEET EAST OF A POWER POLE, 36.0 FEET WEST OF THE
 CM1565'CENTERLINE OF A DIRT ROAD, AND 88.0 FEET EAST OF ANOTHER POWER
 CM1565'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1664 ***********************************************************************
 CM1664  DESIGNATION -  BV 133 212
 CM1664  PID         -  CM1664
 CM1664  STATE/COUNTY-  GA/TAYLOR
 CM1664  USGS QUAD   -  IDEAL NORTH (1971)
 CM1664
 CM1664                         *CURRENT SURVEY CONTROL
 CM1664  ___________________________________________________________________
 CM1664* NAD 83(1994)-  32 29 30.70363(N)    084 08 52.17109(W)     ADJUSTED  
 CM1664* NAVD 88     -       166.     (meters)     545.     (feet)  VERTCON   
 CM1664  ___________________________________________________________________
 CM1664  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CM1664  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CM1664
 CM1664  HORZ ORDER  -  SECOND
 CM1664
 CM1664.The horizontal coordinates were established by classical geodetic methods
 CM1664.and adjusted by the National Geodetic Survey in September 1997..
 CM1664
 CM1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1664
 CM1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1664
 CM1664.The geoid height was determined by GEOID03.
 CM1664
 CM1664;                    North         East     Units Scale Factor Converg.
 CM1664;SPC GA W     -   276,254.708   701,770.633   MT  0.99990004   +0 00 36.4
 CM1664;SPC GA W     -   906,345.65  2,302,392.49   sFT  0.99990004   +0 00 36.4
 CM1664;UTM  16      - 3,598,542.118   768,002.208   MT  1.00048579   +1 31 59.0
 CM1664
 CM1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1664!SPC GA W     -   0.99997808  x   0.99990004  =   0.99987812
 CM1664!UTM  16      -   0.99997808  x   1.00048579  =   1.00046386
 CM1664
 CM1664|---------------------------------------------------------------------|
 CM1664| PID    Reference Object                     Distance      Geod. Az  |
 CM1664|                                                           dddmmss.s |
 CM1664| CM1665 BV 133 212 GADT 1974 PTA             22.058 METERS 03107     |
 CM1664| CY8639 BV 133 212 AZ MK                                   0433720.4 |
 CM1664|---------------------------------------------------------------------|
 CM1664
 CM1664                          SUPERSEDED SURVEY CONTROL
 CM1664
 CM1664  NAD 83(1986)-  32 29 30.70840(N)    084 08 52.17012(W) AD(       ) 2
 CM1664  NAD 27      -  32 29 30.17491(N)    084 08 52.48637(W) AD(       ) 2
 CM1664  NGVD 29 (07/19/86)  166.     (m)          545.     (f) VERT ANG       
 CM1664
 CM1664.Superseded values are not recommended for survey control.
 CM1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1664.See file dsdata.txt to determine how the superseded data were derived.
 CM1664
 CM1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6800298542(NAD 83)
 CM1664_MARKER: DD = SURVEY DISK
 CM1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1664
 CM1664  HISTORY     - Date     Condition        Report By
 CM1664  HISTORY     - 1974     MONUMENTED       GADT
 CM1664
 CM1664                          STATION DESCRIPTION
 CM1664
 CM1664'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1664'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTHWEST OF
 CM1664'REYNOLDS, 7 MILES SOUTHEAST OF BUTLER, AND 8-1/2 MILES
 CM1664'NORTH-NORTHEAST OF IDEAL ON STATE RIGHT OF WAY.
 CM1664'
 CM1664'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL EAST
 CM1664'ON STATE ROUTE 96 FOR 0.25 MILE TO THE JUNCTION OF OAK STREET
 CM1664'(COUNTY ROAD 90671) TO THE RIGHT.  TURN RIGHT, TRAVELING
 CM1664'SOUTHEASTERLY ON COUNTY ROAD 90671 FOR 7.15 MILES TO THE
 CM1664'JUNCTION OF STATE ROUTE 195 TO THE LEFT.  TURN LEFT, TRAVELING
 CM1664'NORTHEASTERLY ON STATE ROUTE 195 FOR 3.6 MILES TO THE STATION
 CM1664'ON THE RIGHT.
 CM1664'
 CM1664'THE STATION IS A STANDARD BRASS DISK STAMPED 133-212, SET IN
 CM1664'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1664'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1664'STAMPED 133-212, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1664'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1664'LOCATED 2.5 FEET NORTHWEST OF A WITNESS POST, 3.4 FEET NORTHWEST
 CM1664'OF A FENCELINE, 37.1 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CM1664'ROADWAY, 181.8 FEET NORTHEAST OF A POWER POLE, AND 169 FEET
 CM1664'SOUTHWEST OF ANOTHER POWER POLE.
 CM1664'
 CM1664'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1664'NORTHEAST ON STATE ROUTE 195 FOR 0.4 MILE TO THE MARK ON THE
 CM1664'RIGHT.  IT IS A STANDARD DISK STAMPED 133-212 AZMK, SET IN THE
 CM1664'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1664'SURFACE OF THE GROUND.  IT IS LOCATED 38.0 FEET SOUTHEAST OF THE
 CM1664'CENTERLINE OF THE ROADWAY, 3.0 FEET NORTHWEST OF A WITNESS POST,
 CM1664'AND 2.7 FEET NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1661 ***********************************************************************
 CM1661  DESIGNATION -  BV 133 213
 CM1661  PID         -  CM1661
 CM1661  STATE/COUNTY-  GA/TAYLOR
 CM1661  USGS QUAD   -  IDEAL NORTH (1971)
 CM1661
 CM1661                         *CURRENT SURVEY CONTROL
 CM1661  ___________________________________________________________________
 CM1661* NAD 83(1994)-  32 26 15.89571(N)    084 10 37.10624(W)     ADJUSTED  
 CM1661* NAVD 88     -       166.6    (meters)     547.     (feet)  VERTCON   
 CM1661  ___________________________________________________________________
 CM1661  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CM1661  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1661
 CM1661  HORZ ORDER  -  SECOND
 CM1661
 CM1661.The horizontal coordinates were established by classical geodetic methods
 CM1661.and adjusted by the National Geodetic Survey in September 1997..
 CM1661
 CM1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1661
 CM1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1661
 CM1661.The geoid height was determined by GEOID03.
 CM1661
 CM1661;                    North         East     Units Scale Factor Converg.
 CM1661;SPC GA W     -   270,254.305   699,030.785   MT  0.99990001   -0 00 19.9
 CM1661;SPC GA W     -   886,659.33  2,293,403.50   sFT  0.99990001   -0 00 19.9
 CM1661;UTM  16      - 3,592,467.563   765,421.190   MT  1.00046882   +1 30 54.4
 CM1661
 CM1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1661!SPC GA W     -   0.99997797  x   0.99990001  =   0.99987798
 CM1661!UTM  16      -   0.99997797  x   1.00046882  =   1.00044678
 CM1661
 CM1661:                Primary Azimuth Mark                     Grid Az
 CM1661:SPC GA W     -  BV 133 213 AZ MK                         184 33 53.4
 CM1661:UTM  16      -  BV 133 213 AZ MK                         183 02 39.1
 CM1661
 CM1661|---------------------------------------------------------------------|
 CM1661| PID    Reference Object                     Distance      Geod. Az  |
 CM1661|                                                           dddmmss.s |
 CM1661| CY8640 BV 133 213 AZ MK                                   1843333.5 |
 CM1661|---------------------------------------------------------------------|
 CM1661
 CM1661                          SUPERSEDED SURVEY CONTROL
 CM1661
 CM1661  NAD 83(1986)-  32 26 15.90028(N)    084 10 37.10529(W) AD(       ) 2
 CM1661  NAD 27      -  32 26 15.35334(N)    084 10 37.42020(W) AD(       ) 2
 CM1661  NGVD 29 (07/19/86)  166.7    (m)          547.     (f) VERT ANG       
 CM1661
 CM1661.Superseded values are not recommended for survey control.
 CM1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1661.See file dsdata.txt to determine how the superseded data were derived.
 CM1661
 CM1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA6542192468(NAD 83)
 CM1661_MARKER: DD = SURVEY DISK
 CM1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1661
 CM1661  HISTORY     - Date     Condition        Report By
 CM1661  HISTORY     - 1974     MONUMENTED       GADT
 CM1661
 CM1661                          STATION DESCRIPTION
 CM1661
 CM1661'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1661'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH OF IDEAL,
 CM1661'9 MILES SOUTHEAST OF BUTLER, AND 9-1/2 MILES SOUTHWEST OF REYNOLDS
 CM1661'ON THE PROPERTY OF MR. WAYNE CHAPMAN.
 CM1661'
 CM1661'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 96
 CM1661'EAST AND STATE ROUTE 128, LOCATED IN REYNOLDS, TRAVEL SOUTH ON
 CM1661'STATE ROUTE 128 FOR 2.5 MILES TO THE JUNCTION OF STATE ROUTE 195
 CM1661'TO THE RIGHT.  TURN RIGHT, TRAVELING SOUTHWESTERLY ON STATE
 CM1661'ROUTE 195 FOR 3.9 MILES TO THE CROSSING OF COUNTY ROAD
 CM1661'179.  CONTINUE TRAVELING SOUTHWESTERLY ON STATE ROUTE 195 FOR
 CM1661'2.25 MILES TO THE CROSSING OF COUNTY ROAD 185.  TURN LEFT,
 CM1661'TRAVELING SOUTHEASTERLY ON COUNTY ROAD 185 FOR 0.2 MILE TO THE
 CM1661'JUNCTION OF COUNTY ROAD 187 TO THE RIGHT.  TURN RIGHT,
 CM1661'TRAVELING SOUTH ON COUNTY ROAD 187 FOR 1.7 MILES TO THE
 CM1661'JUNCTION OF COUNTY ROAD 190 TO THE RIGHT.  CONTINUE TRAVELING
 CM1661'SOUTH ON COUNTY ROAD 187 FOR 0.8 MILE TO THE JUNCTION OF A
 CM1661'DRIVEWAY TO THE RIGHT TO THE WAYNE CHAPMAN RESIDENCE.  TURN
 CM1661'RIGHT, TRAVELING WESTERLY ON THE DRIVEWAY FOR APPROXIMATELY 250
 CM1661'FEET TO THE STATION ON THE LEFT.
 CM1661'
 CM1661'THE STATION IS A STANDARD BRASS DISK STAMPED 133-213, SET IN THE
 CM1661'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1661'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1661'STAMPED 133-213, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1661'APPROXIMATELY 36 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1661'LOCATED 3.8 FEET WEST OF A WITNESS POST, 4.0 FEET NORTHWEST
 CM1661'OF A FENCELINE, 27.3 FEET EAST OF A 14 INCH PECAN TREE, AND
 CM1661'53.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHAPMAN
 CM1661'RESIDENCE.
 CM1661'
 CM1661'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DRIVEWAY AND
 CM1661'THE COUNTY ROAD, TRAVEL SOUTHERLY FOR 0.25 MILE TO THE
 CM1661'TERMINATION OF COUNTY ROAD 187 AT STATE ROUTE 127 CROSSING.  TURN
 CM1661'RIGHT, TRAVELING WEST ON STATE ROUTE 127 FOR 0.05 MILE TO THE
 CM1661'MARK ON THE RIGHT.  IT IS A STANDARD DISK STAMPED 133-213 AZMK,
 CM1661'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1661'THE SURFACE OF THE GROUND.  IT IS LOCATED 47.0 FEET NORTH OF
 CM1661'THE CENTERLINE OF THE ROADWAY, 4.1 FEET SOUTH OF A FENCELINE,
 CM1661'AND 276.0 FEET WEST-NORTHWEST OF THE POINT OF INTERSECTION
 CM1661'OF THE CENTERLINES OF COUNTY ROAD 187 AND STATE ROUTE 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1525 ***********************************************************************
 CM1525  DESIGNATION -  BV 133 214
 CM1525  PID         -  CM1525
 CM1525  STATE/COUNTY-  GA/TAYLOR
 CM1525  USGS QUAD   -  BUTLER EAST (1971)
 CM1525
 CM1525                         *CURRENT SURVEY CONTROL
 CM1525  ___________________________________________________________________
 CM1525* NAD 83(1994)-  32 31 08.62082(N)    084 12 23.69456(W)     ADJUSTED  
 CM1525* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 CM1525  ___________________________________________________________________
 CM1525  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CM1525  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CM1525
 CM1525  HORZ ORDER  -  SECOND
 CM1525
 CM1525.The horizontal coordinates were established by classical geodetic methods
 CM1525.and adjusted by the National Geodetic Survey in September 1997..
 CM1525
 CM1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1525
 CM1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1525
 CM1525.The geoid height was determined by GEOID03.
 CM1525
 CM1525;                    North         East     Units Scale Factor Converg.
 CM1525;SPC GA W     -   279,271.229   696,250.069   MT  0.99990017   -0 01 17.2
 CM1525;SPC GA W     -   916,242.36  2,284,280.43   sFT  0.99990017   -0 01 17.2
 CM1525;UTM  16      - 3,601,412.429   762,400.221   MT  1.00044914   +1 30 09.2
 CM1525
 CM1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1525!SPC GA W     -   0.99997495  x   0.99990017  =   0.99987512
 CM1525!UTM  16      -   0.99997495  x   1.00044914  =   1.00042408
 CM1525
 CM1525:                Primary Azimuth Mark                     Grid Az
 CM1525:SPC GA W     -  BV 133 214 AZ MK                         015 56 17.7
 CM1525:UTM  16      -  BV 133 214 AZ MK                         014 24 51.3
 CM1525
 CM1525|---------------------------------------------------------------------|
 CM1525| PID    Reference Object                     Distance      Geod. Az  |
 CM1525|                                                           dddmmss.s |
 CM1525| CY8641 BV 133 214 AZ MK                                   0155500.5 |
 CM1525| CM1524 BV 133 214 GADT 1974 PTA             24.881 METERS 13447     |
 CM1525|---------------------------------------------------------------------|
 CM1525
 CM1525                          SUPERSEDED SURVEY CONTROL
 CM1525
 CM1525  NAD 83(1986)-  32 31 08.62565(N)    084 12 23.69353(W) AD(       ) 2
 CM1525  NAD 27      -  32 31 08.09600(N)    084 12 24.00307(W) AD(       ) 2
 CM1525  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 CM1525
 CM1525.Superseded values are not recommended for survey control.
 CM1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1525.See file dsdata.txt to determine how the superseded data were derived.
 CM1525
 CM1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6240001412(NAD 83)
 CM1525_MARKER: DD = SURVEY DISK
 CM1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1525
 CM1525  HISTORY     - Date     Condition        Report By
 CM1525  HISTORY     - 1974     MONUMENTED       GADT
 CM1525
 CM1525                          STATION DESCRIPTION
 CM1525
 CM1525'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1525'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTHWEST OF
 CM1525'BUTLER, 5 MILES SOUTHWEST OF REYNOLDS, AND 9-3/4 MILES NORTH OF
 CM1525'IDEAL ON THE PROPERTY OF JERRY PETERMAN.
 CM1525'
 CM1525'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL WEST
 CM1525'ON STATE ROUTE 96 FOR 0.3 MILE TO OAK STREET (COUNTY ROAD 90671)
 CM1525'TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY ON COUNTY ROAD
 CM1525'90671 FOR 2.15 MILES TO THE JUNCTION OF COUNTY ROAD 91506 TO THE
 CM1525'LEFT.  CONTINUE SOUTHEASTERLY ALONG COUNTY ROAD 90671 FOR 0.75
 CM1525'MILE TO THE AZIMUTH MARK ON THE RIGHT ON A 10 FOOT CUT
 CM1525'SLOPE.  CONTINUE ON COUNTY ROAD 90671 FOR 0.2 MILE TO COUNTY
 CM1525'ROAD 157 TO THE RIGHT.  TURN RIGHT, GOING WESTERLY ALONG COUNTY
 CM1525'ROAD 157 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CM1525'
 CM1525'THE STATION IS A STANDARD BRASS DISK STAMPED 133-214, SET IN
 CM1525'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1525'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1525'DISK STAMPED 133-214, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1525'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1525'LOCATED 22 FEET SOUTH OF COUNTY ROAD 157, 2.0 FEET SOUTHEAST OF
 CM1525'A WITNESS POST, 59.0 FEET WEST OF A POWER POLE, AND 139 FEET
 CM1525'NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE.
 CM1525'
 CM1525'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-214 AZMK, SET
 CM1525'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1525'SURFACE OF THE GROUND.  IT IS LOCATED 29 FEET WEST OF THE
 CM1525'CENTERLINE OF COUNTY ROAD 90671, 3 FEET NORTH OF A WITNESS POST,
 CM1525'160 FEET SOUTHWEST OF A POWER POLE ON THE EAST SIDE OF THE ROAD,
 CM1525'AND 119.0 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 CM1525'CENTERLINES OF THE COUNTY ROAD AND A DRIVEWAY TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1532 ***********************************************************************
 CM1532  DESIGNATION -  BV 133 215
 CM1532  PID         -  CM1532
 CM1532  STATE/COUNTY-  GA/TAYLOR
 CM1532  USGS QUAD   -  BUTLER EAST (1971)
 CM1532
 CM1532                         *CURRENT SURVEY CONTROL
 CM1532  ___________________________________________________________________
 CM1532* NAD 83(1994)-  32 36 33.46507(N)    084 14 07.43740(W)     ADJUSTED  
 CM1532* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 CM1532  ___________________________________________________________________
 CM1532  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CM1532  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CM1532
 CM1532  HORZ ORDER  -  SECOND
 CM1532
 CM1532.The horizontal coordinates were established by classical geodetic methods
 CM1532.and adjusted by the National Geodetic Survey in September 1997..
 CM1532
 CM1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1532
 CM1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1532
 CM1532.The geoid height was determined by GEOID03.
 CM1532
 CM1532;                    North         East     Units Scale Factor Converg.
 CM1532;SPC GA W     -   289,278.324   693,549.200   MT  0.99990051   -0 02 13.3
 CM1532;SPC GA W     -   949,073.97  2,275,419.33   sFT  0.99990051   -0 02 13.3
 CM1532;UTM  16      - 3,611,349.411   759,432.238   MT  1.00043002   +1 29 26.5
 CM1532
 CM1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1532!SPC GA W     -   0.99997618  x   0.99990051  =   0.99987669
 CM1532!UTM  16      -   0.99997618  x   1.00043002  =   1.00040619
 CM1532
 CM1532:                Primary Azimuth Mark                     Grid Az
 CM1532:SPC GA W     -  BUTLER HOMES CORP TANK                   203 41 09.5
 CM1532:UTM  16      -  BUTLER HOMES CORP TANK                   202 09 29.7
 CM1532
 CM1532|---------------------------------------------------------------------|
 CM1532| PID    Reference Object                     Distance      Geod. Az  |
 CM1532|                                                           dddmmss.s |
 CM1532| CM1563 BUTLER HOMES CORP TANK              APPROX. 5.2 KM 2033856.2 |
 CM1532| CY8642 BV 133 215 AZ MK                                   3202703.3 |
 CM1532|---------------------------------------------------------------------|
 CM1532
 CM1532                          SUPERSEDED SURVEY CONTROL
 CM1532
 CM1532  NAD 83(1986)-  32 36 33.47007(N)    084 14 07.43624(W) AD(       ) 2
 CM1532  NAD 27      -  32 36 32.95494(N)    084 14 07.74144(W) AD(       ) 2
 CM1532  NGVD 29 (07/19/86)  178.4    (m)          585.     (f) VERT ANG       
 CM1532
 CM1532.Superseded values are not recommended for survey control.
 CM1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1532.See file dsdata.txt to determine how the superseded data were derived.
 CM1532
 CM1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5943211349(NAD 83)
 CM1532_MARKER: DD = SURVEY DISK
 CM1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1532
 CM1532  HISTORY     - Date     Condition        Report By
 CM1532  HISTORY     - 1974     MONUMENTED       GADT
 CM1532
 CM1532                          STATION DESCRIPTION
 CM1532
 CM1532'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1532'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTH OF BUTLER,
 CM1532'9 MILES NORTHWEST OF REYNOLDS, AND 13 MILES EAST OF JUNCTION CITY
 CM1532'ON COUNTY RIGHT OF WAY.
 CM1532'
 CM1532'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL WEST
 CM1532'ON STATE ROUTE 96 FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 CM1532'19 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ON U.S. HIGHWAY
 CM1532'19 FOR 2.6 MILES TO THE JUNCTION OF COUNTY ROAD 96 TO THE
 CM1532'LEFT.  CONTINUE TRAVELING NORTH ON U.S. HIGHWAY 19 FOR 1.25
 CM1532'MILES TO THE JUNCTION OF COUNTY ROAD 92092 TO THE RIGHT.  TURN
 CM1532'RIGHT, TRAVELING EAST ON COUNTY ROAD 92092 FOR 0.1 MILE TO THE
 CM1532'STATION ON THE LEFT.
 CM1532'
 CM1532'THE STATION IS A STANDARD BRASS DISK STAMPED 133-215, SET IN
 CM1532'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1532'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1532'DISK STAMPED 133-215 SET IN AN IRREGULAR MASS OF CONCRETE
 CM1532'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1532'LOCATED 37.0 FEET NORTH OF THE CENTERLINE OF THE ROADWAY, 90
 CM1532'FEET NORTH-NORTHEAST OF A TELEPHONE POLE ON THE SOUTH SIDE OF
 CM1532'THE ROAD, 3.0 FEET SOUTH OF A WITNESS POST, AND 204.3 FEET
 CM1532'WEST OF ANOTHER TELEPHONE POLE.
 CM1532'
 CM1532'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 CM1532'19 AND COUNTY ROAD 92092, TRAVEL NORTH ON U.S. HIGHWAY 19 FOR
 CM1532'1.4 MILES TO THE JUNCTION OF COUNTY ROAD 83 TO THE LEFT AND THE
 CM1532'MARK LOCATED IN THE NORTH QUADRANT OF THE INTERSECTION.  IT IS
 CM1532'A STANDARD DISK STAMPED 133-215 AZMK, SET IN THE TOP OF A 10
 CM1532'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1532'GROUND.  IT IS LOCATED 146 FEET NORTHWEST OF THE POINT OF
 CM1532'INTERSECTION OF THE CENTERLINES OF COUNTY
 CM1532'ROAD 83 AND U.S. HIGHWAY 19, 37 FEET NORTH OF THE CENTERLINE
 CM1532'OF COUNTY ROAD 83, 87.5 FEET SOUTHWEST OF A FENCE CORNER, AND
 CM1532'3.2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1549 ***********************************************************************
 CM1549  DESIGNATION -  BV 133 216
 CM1549  PID         -  CM1549
 CM1549  STATE/COUNTY-  GA/TAYLOR
 CM1549  USGS QUAD   -  PRATTSBURG (1985)
 CM1549
 CM1549                         *CURRENT SURVEY CONTROL
 CM1549  ___________________________________________________________________
 CM1549* NAD 83(1994)-  32 41 02.41582(N)    084 18 27.24017(W)     ADJUSTED  
 CM1549* NAVD 88     -       194.     (meters)     636.     (feet)  VERTCON   
 CM1549  ___________________________________________________________________
 CM1549  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 CM1549  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CM1549
 CM1549  HORZ ORDER  -  SECOND
 CM1549
 CM1549.The horizontal coordinates were established by classical geodetic methods
 CM1549.and adjusted by the National Geodetic Survey in September 1997..
 CM1549
 CM1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1549
 CM1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1549
 CM1549.The geoid height was determined by GEOID03.
 CM1549
 CM1549;                    North         East     Units Scale Factor Converg.
 CM1549;SPC GA W     -   297,569.225   686,787.016   MT  0.99990215   -0 04 33.9
 CM1549;SPC GA W     -   976,275.03  2,253,233.73   sFT  0.99990215   -0 04 33.9
 CM1549;UTM  16      - 3,619,461.002   752,447.662   MT  1.00038591   +1 27 16.9
 CM1549
 CM1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1549!SPC GA W     -   0.99997376  x   0.99990215  =   0.99987591
 CM1549!UTM  16      -   0.99997376  x   1.00038591  =   1.00035966
 CM1549
 CM1549:                Primary Azimuth Mark                     Grid Az
 CM1549:SPC GA W     -  BV 133 216 AZ MK                         222 22 00.6
 CM1549:UTM  16      -  BV 133 216 AZ MK                         220 50 09.8
 CM1549
 CM1549|---------------------------------------------------------------------|
 CM1549| PID    Reference Object                     Distance      Geod. Az  |
 CM1549|                                                           dddmmss.s |
 CM1549| CY8643 BV 133 216 AZ MK                                   2221726.7 |
 CM1549| CM1548 BV 133 216 GADT 1974 PTA             20.340 METERS 24743     |
 CM1549|---------------------------------------------------------------------|
 CM1549
 CM1549                          SUPERSEDED SURVEY CONTROL
 CM1549
 CM1549  NAD 83(1986)-  32 41 02.42088(N)    084 18 27.23897(W) AD(       ) 2
 CM1549  NAD 27      -  32 41 01.91536(N)    084 18 27.53593(W) AD(       ) 2
 CM1549  NGVD 29 (07/19/86)  194.     (m)          636.     (f) VERT ANG       
 CM1549
 CM1549.Superseded values are not recommended for survey control.
 CM1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1549.See file dsdata.txt to determine how the superseded data were derived.
 CM1549
 CM1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5244819461(NAD 83)
 CM1549_MARKER: DD = SURVEY DISK
 CM1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1549
 CM1549  HISTORY     - Date     Condition        Report By
 CM1549  HISTORY     - 1974     MONUMENTED       GADT
 CM1549
 CM1549                          STATION DESCRIPTION
 CM1549
 CM1549'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1549'THE STATION IS LOCATED APPROXIMATELY 10-1/2 MILES NORTHEAST OF
 CM1549'JUNCTION CITY, 12-1/2 MILES EAST OF TALBOTTON, AND 9-1/2 MILES
 CM1549'NORTH-NORTHWEST OF BUTLER ON THE PROPERTY OF THE GEORGIA KRAFT
 CM1549'COMPANY.
 CM1549'
 CM1549'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96
 CM1549'AND 90, LOCATED IN THE SOUTHEAST SECTION OF JUNCTION CITY, TRAVEL
 CM1549'EAST ON STATE ROUTE 96 FOR 0.15 MILE TO THE JUNCTION OF CROSBY
 CM1549'ROAD (COUNTY ROAD 91648) TO THE LEFT.  TURN LEFT, TRAVELING
 CM1549'NORTHEAST ON CROSBY ROAD FOR 1.95 MILES TO THE PATSILIGA CREEK
 CM1549'BRIDGE.  CONTINUE TRAVELING NORTHEASTERLY ON CROSBY ROAD (WHICH
 CM1549'BECOMES COUNTY ROAD 132 AT THE CROSSING OF BUCKNER ROAD) FOR
 CM1549'3.8 MILES TO THE TERMINATION OF CROSBY ROAD (COUNTY ROAD 132)
 CM1549'AND THE CROSSING OF STATE ROUTE 208.  TRAVEL EAST ON STATE
 CM1549'ROUTE 208 FOR 4.0 MILES TO COUNTY ROAD 92091 TO THE LEFT.  TURN
 CM1549'LEFT ON COUNTY ROAD 92091, TRAVELING NORTH FOR 2.25 MILES TO
 CM1549'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON
 CM1549'COUNTY ROAD 92091 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CM1549'
 CM1549'THE STATION IS A STANDARD BRASS DISK STAMPED 133-216, SET IN
 CM1549'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1549'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1549'STAMPED 133-216, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1549'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1549'LOCATED 47 FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD
 CM1549'92091, 3.2 FEET SOUTHEAST OF A WITNESS POST, 9 FEET
 CM1549'NORTHWEST OF THE TOP EDGE OF A 10 FOOT CUT BANK, AND 109 FEET
 CM1549'SOUTH-SOUTHWEST OF A 14 INCH OAK TREE.
 CM1549'
 CM1549'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-216 AZMK, SET
 CM1549'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1549'SURFACE OF THE GROUND.  IT IS LOCATED 34.5 FEET SOUTHEAST OF THE
 CM1549'CENTERLINE OF COUNTY ROAD 92091, 2.5 FEET NORTHWEST OF A WITNESS
 CM1549'POST, 12 FEET NORTHWEST OF 4 INCH TWIN PINE TREES, AND 81 FEET
 CM1549'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 CM1549'COUNTY ROAD AND A FIELD ROAD TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1526 ***********************************************************************
 CM1526  DESIGNATION -  BV 133 217
 CM1526  PID         -  CM1526
 CM1526  STATE/COUNTY-  GA/TAYLOR
 CM1526  USGS QUAD   -  BUTLER EAST (1971)
 CM1526
 CM1526                         *CURRENT SURVEY CONTROL
 CM1526  ___________________________________________________________________
 CM1526* NAD 83(1994)-  32 31 52.37065(N)    084 10 03.59302(W)     ADJUSTED  
 CM1526* NAVD 88     -       181.0    (meters)     594.     (feet)  VERTCON   
 CM1526  ___________________________________________________________________
 CM1526  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CM1526  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1526
 CM1526  HORZ ORDER  -  SECOND
 CM1526
 CM1526.The horizontal coordinates were established by classical geodetic methods
 CM1526.and adjusted by the National Geodetic Survey in September 1997..
 CM1526
 CM1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1526
 CM1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1526
 CM1526.The geoid height was determined by GEOID03.
 CM1526
 CM1526;                    North         East     Units Scale Factor Converg.
 CM1526;SPC GA W     -   280,618.082   699,906.247   MT  0.99990000   -0 00 01.9
 CM1526;SPC GA W     -   920,661.16  2,296,275.75   sFT  0.99990000   -0 00 01.9
 CM1526;UTM  16      - 3,602,856.871   766,021.309   MT  1.00047274   +1 31 26.4
 CM1526
 CM1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1526!SPC GA W     -   0.99997572  x   0.99990000  =   0.99987572
 CM1526!UTM  16      -   0.99997572  x   1.00047274  =   1.00044845
 CM1526
 CM1526:                Primary Azimuth Mark                     Grid Az
 CM1526:SPC GA W     -  REYNOLDS FLINT EMC RAD TOWER             065 44 04.9
 CM1526:UTM  16      -  REYNOLDS FLINT EMC RAD TOWER             064 12 36.6
 CM1526
 CM1526|---------------------------------------------------------------------|
 CM1526| PID    Reference Object                     Distance      Geod. Az  |
 CM1526|                                                           dddmmss.s |
 CM1526| CM1509 REYNOLDS FLINT EMC RAD TOWER        APPROX. 7.5 KM 0654403.0 |
 CM1526| CL2734 FORT VALLEY CABLE TV MAST           APPROX.22.5 KM 0782807.7 |
 CM1526| CM1563 BUTLER HOMES CORP TANK              APPROX. 9.3 KM 2950155.3 |
 CM1526| CY8644 BV 133 217 AZ MK                                   3342152.2 |
 CM1526|---------------------------------------------------------------------|
 CM1526
 CM1526                          SUPERSEDED SURVEY CONTROL
 CM1526
 CM1526  NAD 83(1986)-  32 31 52.37549(N)    084 10 03.59184(W) AD(       ) 2
 CM1526  NAD 27      -  32 31 51.84663(N)    084 10 03.90489(W) AD(       ) 2
 CM1526  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG       
 CM1526
 CM1526.Superseded values are not recommended for survey control.
 CM1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1526.See file dsdata.txt to determine how the superseded data were derived.
 CM1526
 CM1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6602102857(NAD 83)
 CM1526_MARKER: DD = SURVEY DISK
 CM1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1526
 CM1526  HISTORY     - Date     Condition        Report By
 CM1526  HISTORY     - 1974     MONUMENTED       GADT
 CM1526
 CM1526                          STATION DESCRIPTION
 CM1526
 CM1526'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1526'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTHEAST OF
 CM1526'BUTLER, 4-3/4 MILES SOUTHWEST OF REYNOLDS, AND 10-3/4 MILES NORTH
 CM1526'OF IDEAL ON COUNTY RIGHT OF WAY.
 CM1526'
 CM1526'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL EAST
 CM1526'ON STATE ROUTE 96 FOR 3.2 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1526'91506 SPUR TO THE RIGHT.  TURN RIGHT, TRAVELING SOUTHEASTERLY ON
 CM1526'COUNTY ROAD 91506 SPUR FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 CM1526'RIGHT.  CONTINUE TRAVELING SOUTHEASTERLY ON THE COUNTY ROAD FOR
 CM1526'0.3 MILE TO THE JUNCTION OF COUNTY ROAD 91506 TO THE RIGHT.
 CM1526'TURN RIGHT, TRAVELING SOUTH ON COUNTY ROAD 91506 FOR 0.15 MILE
 CM1526'TO THE JUNCTION OF COUNTY ROAD 91506 TO THE RIGHT AND COUNTY
 CM1526'ROAD 165 AHEAD.  TURN RIGHT, TRAVELING WEST ON COUNTY ROAD
 CM1526'91506 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CM1526'
 CM1526'THE STATION IS A STANDARD BRASS DISK STAMPED 133-217, SET IN THE
 CM1526'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1526'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1526'STAMPED 133-217, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1526'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1526'LOCATED 48.0 FEET SOUTH OF THE CENTERLINE OF THE ROADWAY,
 CM1526'173.4 FEET SOUTHEAST OF A POWER POLE, 203.0 FEET SOUTHWEST OF
 CM1526'ANOTHER POWER POLE, 424.0 FEET SOUTHWEST OF THE POINT OF
 CM1526'INTERSECTION OF THE COUNTY ROADS, AND 4.1 FEET NORTH OF A
 CM1526'WITNESS POST SET ON A FENCELINE.
 CM1526'
 CM1526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-217 AZMK, SET IN
 CM1526'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1526'SURFACE OF THE GROUND.  IT IS LOCATED 42.8 FEET WEST OF THE
 CM1526'CENTERLINE OF THE ROADWAY, 1.3 FEET EAST OF A WITNESS POST, 95.5
 CM1526'FEET SOUTH-SOUTHEAST OF A 24 INCH OAK TREE, 118.8 FEET SOUTHEAST
 CM1526'OF A POWER POLE, AND 104.2 FEET SOUTHWEST OF THE POINT OF
 CM1526'INTERSECTION OF THE CENTERLINES OF A FIELD ROAD AND THE COUNTY
 CM1526'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1527 ***********************************************************************
 CM1527  DESIGNATION -  BV 133 218 GADT 1974
 CM1527  PID         -  CM1527
 CM1527  STATE/COUNTY-  GA/TAYLOR
 CM1527  USGS QUAD   -  BUTLER EAST (1971)
 CM1527
 CM1527                         *CURRENT SURVEY CONTROL
 CM1527  ___________________________________________________________________
 CM1527* NAD 83(1994)-  32 32 26.53012(N)    084 10 21.88900(W)     ADJUSTED  
 CM1527* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 CM1527  ___________________________________________________________________
 CM1527  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CM1527  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CM1527
 CM1527  HORZ ORDER  -  SECOND
 CM1527
 CM1527.The horizontal coordinates were established by classical geodetic methods
 CM1527.and adjusted by the National Geodetic Survey in September 1997..
 CM1527
 CM1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1527
 CM1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1527
 CM1527.The geoid height was determined by GEOID03.
 CM1527
 CM1527;                    North         East     Units Scale Factor Converg.
 CM1527;SPC GA W     -   281,670.258   699,428.910   MT  0.99990000   -0 00 11.8
 CM1527;SPC GA W     -   924,113.17  2,294,709.68   sFT  0.99990000   -0 00 11.8
 CM1527;UTM  16      - 3,603,896.567   765,515.855   MT  1.00046942   +1 31 18.0
 CM1527
 CM1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1527!SPC GA W     -   0.99997514  x   0.99990000  =   0.99987514
 CM1527!UTM  16      -   0.99997514  x   1.00046942  =   1.00044455
 CM1527
 CM1527:                Primary Azimuth Mark                     Grid Az
 CM1527:SPC GA W     -  BV 133 219                               000 41 21.7
 CM1527:UTM  16      -  BV 133 219                               359 09 51.9
 CM1527
 CM1527|---------------------------------------------------------------------|
 CM1527| PID    Reference Object                     Distance      Geod. Az  |
 CM1527|                                                           dddmmss.s |
 CM1527| CM1528 BV 133 219                          APPROX. 0.7 KM 0004109.9 |
 CM1527| CY8644 BV 133 217 AZ MK                                   1571839.5 |
 CM1527|---------------------------------------------------------------------|
 CM1527
 CM1527                          SUPERSEDED SURVEY CONTROL
 CM1527
 CM1527  NAD 83(1986)-  32 32 26.53500(N)    084 10 21.88783(W) AD(       ) 2
 CM1527  NAD 27      -  32 32 26.00821(N)    084 10 22.20040(W) AD(       ) 2
 CM1527  NGVD 29 (07/19/86)  184.8    (m)          606.     (f) VERT ANG       
 CM1527
 CM1527.Superseded values are not recommended for survey control.
 CM1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1527.See file dsdata.txt to determine how the superseded data were derived.
 CM1527
 CM1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6551603897(NAD 83)
 CM1527_MARKER: DD = SURVEY DISK
 CM1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1527+STABILITY: SURFACE MOTION
 CM1527
 CM1527  HISTORY     - Date     Condition        Report By
 CM1527  HISTORY     - 1974     MONUMENTED       GADT
 CM1527
 CM1527                          STATION DESCRIPTION
 CM1527
 CM1527'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1527'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST-SOUTHEAST OF
 CM1527'BUTLER, 4-3/4 MILES WEST-SOUTHWEST OF REYNOLDS, AND 11-1/4 MILES
 CM1527'NORTH OF IDEAL ON COUNTY RIGHT OF WAY.
 CM1527'
 CM1527'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL EAST
 CM1527'ON STATE ROUTE 96 FOR 3.2 MILES TO THE JUNCTION OF COUNTY ROAD
 CM1527'91506 SPUR TO THE RIGHT.  TURN RIGHT, TRAVELING SOUTHERLY ON
 CM1527'COUNTY ROAD 91506 SPUR FOR 1.5 MILES TO THE STATION ON THE RIGHT.
 CM1527'
 CM1527'THE STATION IS A STANDARD BRASS DISK STAMPED 133-218, SET IN
 CM1527'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1527'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1527'STAMPED 133-218, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1527'APPROXIMATELY 29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1527'LOCATED 52.2 FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY,
 CM1527'2.7 FEET NORTHEAST OF A WITNESS POST, 4.6 FEET NORTH OF A POWER
 CM1527'POLE, 100.0 FEET WEST OF THE POINT OF INTERSECTION OF THE
 CM1527'CENTERLINES OF A FIELD ROAD SOUTHWEST AND THE COUNTY ROAD, AND
 CM1527'120.1 FEET SOUTHWEST OF AN 18 INCH OAK TREE ON THE NORTHEAST
 CM1527'SIDE OF THE ROAD.
 CM1527'
 CM1527'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  THE
 CM1527'STATIONS LISTED ABOVE WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1528 ***********************************************************************
 CM1528  DESIGNATION -  BV 133 219
 CM1528  PID         -  CM1528
 CM1528  STATE/COUNTY-  GA/TAYLOR
 CM1528  USGS QUAD   -  BUTLER EAST (1971)
 CM1528
 CM1528                         *CURRENT SURVEY CONTROL
 CM1528  ___________________________________________________________________
 CM1528* NAD 83(1994)-  32 32 49.26101(N)    084 10 21.56763(W)     ADJUSTED  
 CM1528* NAVD 88     -       187.3    (meters)     615.     (feet)  VERTCON   
 CM1528  ___________________________________________________________________
 CM1528  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CM1528  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CM1528
 CM1528  HORZ ORDER  -  SECOND
 CM1528
 CM1528.The horizontal coordinates were established by classical geodetic methods
 CM1528.and adjusted by the National Geodetic Survey in September 1997..
 CM1528
 CM1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1528
 CM1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1528
 CM1528.The geoid height was determined by GEOID03.
 CM1528
 CM1528;                    North         East     Units Scale Factor Converg.
 CM1528;SPC GA W     -   282,370.403   699,437.334   MT  0.99990000   -0 00 11.6
 CM1528;SPC GA W     -   926,410.23  2,294,737.32   sFT  0.99990000   -0 00 11.6
 CM1528;UTM  16      - 3,604,597.086   765,505.636   MT  1.00046936   +1 31 19.1
 CM1528
 CM1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1528!SPC GA W     -   0.99997473  x   0.99990000  =   0.99987473
 CM1528!UTM  16      -   0.99997473  x   1.00046936  =   1.00044408
 CM1528
 CM1528:                Primary Azimuth Mark                     Grid Az
 CM1528:SPC GA W     -  BUTLER HOMES CORP TANK                   285 20 35.2
 CM1528:UTM  16      -  BUTLER HOMES CORP TANK                   283 49 04.5
 CM1528
 CM1528|---------------------------------------------------------------------|
 CM1528| PID    Reference Object                     Distance      Geod. Az  |
 CM1528|                                                           dddmmss.s |
 CM1528| CM1563 BUTLER HOMES CORP TANK              APPROX. 8.3 KM 2852023.6 |
 CM1528| CY8645 BV 133 219 AZ MK                                   3203700.2 |
 CM1528|---------------------------------------------------------------------|
 CM1528
 CM1528                          SUPERSEDED SURVEY CONTROL
 CM1528
 CM1528  NAD 83(1986)-  32 32 49.26590(N)    084 10 21.56647(W) AD(       ) 2
 CM1528  NAD 27      -  32 32 48.74049(N)    084 10 21.87874(W) AD(       ) 2
 CM1528  NGVD 29 (07/19/86)  187.4    (m)          615.     (f) VERT ANG       
 CM1528
 CM1528.Superseded values are not recommended for survey control.
 CM1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1528.See file dsdata.txt to determine how the superseded data were derived.
 CM1528
 CM1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6550604597(NAD 83)
 CM1528_MARKER: DD = SURVEY DISK
 CM1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1528
 CM1528  HISTORY     - Date     Condition        Report By
 CM1528  HISTORY     - 1974     MONUMENTED       GADT
 CM1528
 CM1528                          STATION DESCRIPTION
 CM1528
 CM1528'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1528'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTHEAST OF
 CM1528'BUTLER, 5-1/2 MILES SOUTHWEST OF REYNOLDS, AND 12 MILES NORTH OF
 CM1528'IDEAL ON COUNTY RIGHT OF WAY.
 CM1528'
 CM1528'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL
 CM1528'SOUTHEASTERLY ON STATE ROUTE 96 FOR 3.2 MILES TO THE INTERSECTION
 CM1528'OF STATE ROUTE 96 AND COUNTY ROAD 91506 SPUR TO THE RIGHT.  TURN
 CM1528'RIGHT ON COUNTY ROAD 91506 SPUR FOR 0.7 MILE TO THE AZIMUTH MARK
 CM1528'ON THE LEFT.  CONTINUE SOUTHERLY ON COUNTY ROAD 91506 SPUR FOR
 CM1528'0.3 MILE TO THE STATION ON THE LEFT.
 CM1528'
 CM1528'THE STATION IS A STANDARD BRASS DISK STAMPED 133-219, SET IN THE
 CM1528'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1528'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1528'133-219, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CM1528'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 33.5 FEET
 CM1528'EAST OF COUNTY ROAD 91506 SPUR, 3.2 FEET WEST OF A WITNESS POST,
 CM1528'151 FEET NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE
 CM1528'ROAD, 105 FEET WEST OF A 24 INCH PECAN TREE, AND 133 FEET
 CM1528'NORTH-NORTHWEST OF A 30 INCH PECAN TREE.
 CM1528'
 CM1528'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-219 AZMK, SET IN
 CM1528'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1528'SURFACE OF THE GROUND.  IT IS LOCATED 48.1 FEET NORTHEAST OF THE
 CM1528'CENTERLINE OF COUNTY ROAD 91506 SPUR, 3.9 FEET SOUTHWEST OF A
 CM1528'WITNESS POST, 9.0 FEET WEST OF A FENCE CORNER, AND 351.8 FEET
 CM1528'SOUTHWEST OF A 36 INCH DOUBLE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1535 ***********************************************************************
 CM1535  DESIGNATION -  BV 133 220
 CM1535  PID         -  CM1535
 CM1535  STATE/COUNTY-  GA/TAYLOR
 CM1535  USGS QUAD   -  FICKLING MILL (1981)
 CM1535
 CM1535                         *CURRENT SURVEY CONTROL
 CM1535  ___________________________________________________________________
 CM1535* NAD 83(1994)-  32 37 45.98498(N)    084 10 52.83824(W)     ADJUSTED  
 CM1535* NAVD 88     -       172.7    (meters)     567.     (feet)  VERTCON   
 CM1535  ___________________________________________________________________
 CM1535  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CM1535  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CM1535
 CM1535  HORZ ORDER  -  SECOND
 CM1535
 CM1535.The horizontal coordinates were established by classical geodetic methods
 CM1535.and adjusted by the National Geodetic Survey in September 1997..
 CM1535
 CM1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1535
 CM1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1535
 CM1535.The geoid height was determined by GEOID03.
 CM1535
 CM1535;                    North         East     Units Scale Factor Converg.
 CM1535;SPC GA W     -   291,510.080   698,622.793   MT  0.99990002   -0 00 28.5
 CM1535;SPC GA W     -   956,395.99  2,292,064.95   sFT  0.99990002   -0 00 28.5
 CM1535;UTM  16      - 3,613,716.972   764,447.245   MT  1.00046242   +1 31 14.6
 CM1535
 CM1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1535!SPC GA W     -   0.99997706  x   0.99990002  =   0.99987708
 CM1535!UTM  16      -   0.99997706  x   1.00046242  =   1.00043947
 CM1535
 CM1535:                Primary Azimuth Mark                     Grid Az
 CM1535:SPC GA W     -  BUTLER MUN TANK                          211 19 54.2
 CM1535:UTM  16      -  BUTLER MUN TANK                          209 48 11.1
 CM1535
 CM1535|---------------------------------------------------------------------|
 CM1535| PID    Reference Object                     Distance      Geod. Az  |
 CM1535|                                                           dddmmss.s |
 CM1535| CM1529 BUTLER MUN TANK                     APPROX. 9.6 KM 2111925.7 |
 CM1535| CM1563 BUTLER HOMES CORP TANK              APPROX.10.0 KM 2254554.5 |
 CM1535| CY8646 BV 133 220 AZ MK                                   2260705.0 |
 CM1535|---------------------------------------------------------------------|
 CM1535
 CM1535                          SUPERSEDED SURVEY CONTROL
 CM1535
 CM1535  NAD 83(1986)-  32 37 45.98996(N)    084 10 52.83703(W) AD(       ) 2
 CM1535  NAD 27      -  32 37 45.47559(N)    084 10 53.14761(W) AD(       ) 2
 CM1535  NGVD 29 (07/19/86)  172.8    (m)          567.     (f) VERT ANG       
 CM1535
 CM1535.Superseded values are not recommended for survey control.
 CM1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1535.See file dsdata.txt to determine how the superseded data were derived.
 CM1535
 CM1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6444713717(NAD 83)
 CM1535_MARKER: DD = SURVEY DISK
 CM1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1535_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1535
 CM1535  HISTORY     - Date     Condition        Report By
 CM1535  HISTORY     - 1974     MONUMENTED       GADT
 CM1535
 CM1535                          STATION DESCRIPTION
 CM1535
 CM1535'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1535'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTHEAST OF BUTLER,
 CM1535'11-3/4 MILES SOUTHWEST OF ROBERTA, AND 16-1/2 MILES EAST OF
 CM1535'JUNCTION CITY ON THE PROPERTY OF MR. WALTER WAYNEWRIGHT,
 CM1535'REYNOLDS.  PHONE 912-847-4446.
 CM1535'
 CM1535'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, TRAVEL EAST
 CM1535'ON STATE ROUTE 96 FOR 0.8 MILE TO THE JUNCTION OF STATE ROUTE 137
 CM1535'TO THE LEFT.  TURN LEFT, TRAVELING NORTHEASTERLY ON STATE ROUTE
 CM1535'137 FOR 3.30 MILES TO THE JUNCTION OF COUNTY ROAD 138 TO THE
 CM1535'RIGHT.  CONTINUE TRAVELING NORTHEASTERLY ON STATE ROUTE 137 FOR
 CM1535'2.3 MILES TO THE JUNCTION OF COUNTY ROAD 124 TO THE RIGHT.
 CM1535'CONTINUE TRAVELING ON STATE ROUTE 137 FOR 0.4 MILE TO THE AZIMUTH
 CM1535'MARK ON THE LEFT.  CONTINUE TRAVELING NORTHEASTERLY ON STATE
 CM1535'ROUTE 137 FOR 0.35 MILE TO THE STATION ON THE RIGHT ON A 15 FOOT
 CM1535'CUT BANK.
 CM1535'
 CM1535'THE STATION IS A STANDARD BRASS DISK STAMPED 133-220, SET IN THE
 CM1535'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CM1535'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1535'STAMPED 133-220, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1535'APPROXIMATELY 0.71 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1535'LOCATED 112.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY,
 CM1535'125.0 FEET SOUTHEAST OF THE POINT OF INTERSECTION OF A
 CM1535'DRIVEWAY GOING WEST AND THE STATE ROUTE, 169.0 FEET NORTHEAST
 CM1535'OF A POWER POLE, 3.8 FEET EAST OF A WITNESS POST, AND 62 FEET
 CM1535'SOUTHEAST OF THE TOP EDGE OF THE CUT BANK.
 CM1535'
 CM1535'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-220, SET IN THE
 CM1535'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1535'OF THE GROUND.  IT IS LOCATED 43.0 FEET NORTHWEST OF THE CENTERLINE
 CM1535'OF THE ROADWAY, 115.0 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 CM1535'OF THE CENTERLINES OF A DRIVEWAY SOUTHEAST AND THE HIGHWAY, 111.0
 CM1535'FEET SOUTHWEST OF A POWER POLE, AND 34.7 FEET NORTHEAST OF A 12
 CM1535'INCH PINE TREE IN A 3 FOOT DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1537 ***********************************************************************
 CM1537  DESIGNATION -  BV 133 221
 CM1537  PID         -  CM1537
 CM1537  STATE/COUNTY-  GA/TAYLOR
 CM1537  USGS QUAD   -  FICKLING MILL (1981)
 CM1537
 CM1537                         *CURRENT SURVEY CONTROL
 CM1537  ___________________________________________________________________
 CM1537* NAD 83(1994)-  32 40 47.58208(N)    084 12 04.36842(W)     ADJUSTED  
 CM1537* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 CM1537  ___________________________________________________________________
 CM1537  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CM1537  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CM1537
 CM1537  HORZ ORDER  -  SECOND
 CM1537
 CM1537.The horizontal coordinates were established by classical geodetic methods
 CM1537.and adjusted by the National Geodetic Survey in September 1997..
 CM1537
 CM1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1537
 CM1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1537
 CM1537.The geoid height was determined by GEOID03.
 CM1537
 CM1537;                    North         East     Units Scale Factor Converg.
 CM1537;SPC GA W     -   297,104.068   696,760.208   MT  0.99990013   -0 01 07.2
 CM1537;SPC GA W     -   974,748.93  2,285,954.12   sFT  0.99990013   -0 01 07.2
 CM1537;UTM  16      - 3,619,262.326   762,434.877   MT  1.00044934   +1 30 43.4
 CM1537
 CM1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1537!SPC GA W     -   0.99997555  x   0.99990013  =   0.99987569
 CM1537!UTM  16      -   0.99997555  x   1.00044934  =   1.00042488
 CM1537
 CM1537|---------------------------------------------------------------------|
 CM1537| PID    Reference Object                     Distance      Geod. Az  |
 CM1537|                                                           dddmmss.s |
 CM1537| CY8648 BV 133 221 RM 1                      22.510 METERS 17810     |
 CM1537| CM1563 BUTLER HOMES CORP TANK              APPROX.13.6 KM 2024843.1 |
 CM1537| CY8647 BV 133 221 AZ MK                                   2393459.0 |
 CM1537| CY8649 BV 133 221 RM 2                      15.008 METERS 26946     |
 CM1537|---------------------------------------------------------------------|
 CM1537
 CM1537                          SUPERSEDED SURVEY CONTROL
 CM1537
 CM1537  NAD 83(1986)-  32 40 47.58722(N)    084 12 04.36711(W) AD(       ) 2
 CM1537  NAD 27      -  32 40 47.08064(N)    084 12 04.67485(W) AD(       ) 2
 CM1537  NGVD 29 (07/19/86)  182.5    (m)          599.     (f) VERT ANG       
 CM1537
 CM1537.Superseded values are not recommended for survey control.
 CM1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1537.See file dsdata.txt to determine how the superseded data were derived.
 CM1537
 CM1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6243519262(NAD 83)
 CM1537_MARKER: DD = SURVEY DISK
 CM1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1537
 CM1537  HISTORY     - Date     Condition        Report By
 CM1537  HISTORY     - 1974     MONUMENTED       GADT
 CM1537
 CM1537                          STATION DESCRIPTION
 CM1537
 CM1537'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1537'THE STATION IS LOCATED APPROXIMATELY 8-3/4 MILES NORTH-NORTHEAST
 CM1537'OF BUTLER, 11-1/4 MILES WEST-SOUTHWEST OF ROBERTA, AND 10-1/4
 CM1537'MILES NORTH-NORTHWEST OF REYNOLDS ON THE PROPERTY OF THE GEORGIA
 CM1537'KRAFT COMPANY.
 CM1537'
 CM1537'TO REACH THE STATION FROM THE COURTHOUSE LOCATED IN BUTLER,
 CM1537'TRAVEL WEST ON STATE ROUTE 96 FOR 0.1 MILE TO THE JUNCTION OF
 CM1537'U.S. HIGHWAY 19 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ON
 CM1537'U.S. HIGHWAY 19 FOR 3.6 MILES TO THE JUNCTION OF COUNTY ROAD 92092
 CM1537'TO THE RIGHT.  CONTINUE TRAVELING NORTH ON U.S. HIGHWAY 19 FOR
 CM1537'3.4 MILES TO THE CROSSING OF STATE ROUTE 208.  CONTINUE TRAVELING
 CM1537'NORTH ON U.S. HIGHWAY 19 FOR 1.7 MILES TO THE JUNCTION OF STATE
 CM1537'ROUTE 263 TO THE RIGHT.  TURN RIGHT, TRAVELING EASTERLY ON STATE
 CM1537'ROUTE 263 FOR 2.25 MILES TO THE CROSSING OF COUNTY ROAD 108.
 CM1537'CONTINUE TRAVELING EASTERLY ON STATE ROUTE 263 FOR 0.75
 CM1537'MILE TO A CURVE TO THE RIGHT AND THE JUNCTION OF A LOGGING ROAD
 CM1537'TO THE LEFT (THE LOGGING ROAD IS 0.1 MILE SOUTHEAST OF
 CM1537'HIGHWAY MILEPOST 12).  TURN LEFT, GOING APPROXIMATELY 100 FEET
 CM1537'TO THE JUNCTION OF A LOGGING TRAIL TO THE RIGHT.  TURN RIGHT,
 CM1537'FOLLOWING THE LOGGING TRAIL FOR 0.1 MILE TO THE AZIMUTH MARK ON
 CM1537'THE RIGHT.  CONTINUE ALONG THE LOGGING TRAIL EASTERLY FOR
 CM1537'0.25 MILE TO THE JUNCTION OF ANOTHER LOGGING TRAIL FORKING TO
 CM1537'THE RIGHT, IMMEDIATELY AFTER CROSSING A WET-WEATHER CREEK.
 CM1537'CONTINUE ALONG THE LOGGING TRAIL EASTERLY TO NORTHERLY
 CM1537'SPIRALLING AND CLIMBING A HILL FOR 0.25 MILE TO THE STATION
 CM1537'ON THE TOP OF THE HILL, THE HIGHEST ELEVATION IN THE AREA.
 CM1537'
 CM1537'THE STATION IS A STANDARD BRASS DISK STAMPED 133-221, SET IN THE
 CM1537'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES ABOVE THE
 CM1537'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1537'STAMPED 133-221, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1537'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1537'LOCATED AT THE HIGHEST POINT OF ELEVATION IN AN AREA CLEARED OF
 CM1537'TREES, 2.5 FEET SOUTH OF A WITNESS POST.
 CM1537'
 CM1537'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 133-221 RM1, SET IN
 CM1537'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 CM1537'SURFACE OF THE GROUND.  IT IS LOCATED 2.5 FEET SOUTHWEST OF A
 CM1537'WITNESS POST.
 CM1537'
 CM1537'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 133-221 RM2, SET IN
 CM1537'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE
 CM1537'THE SURFACE OF THE GROUND.  IT IS LOCATED 2.5 FEET WEST-SOUTHWEST
 CM1537'OF A WITNESS POST.
 CM1537'
 CM1537'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 133-221 AZMK, SET
 CM1537'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1537'SURFACE OF THE GROUND.  IT IS LOCATED 21.0 FEET SOUTHWEST OF THE
 CM1537'CENTERLINE OF THE LOGGING ROAD, 18.0 FEET WEST OF A 5 INCH
 CM1537'SWEETGUM TREE, 2.3 FEET EAST OF A WITNESS POST, AND 176.0 FEET
 CM1537'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 263.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1511 ***********************************************************************
 CM1511  DESIGNATION -  BV 133 222
 CM1511  PID         -  CM1511
 CM1511  STATE/COUNTY-  GA/TAYLOR
 CM1511  USGS QUAD   -  REYNOLDS (1981)
 CM1511
 CM1511                         *CURRENT SURVEY CONTROL
 CM1511  ___________________________________________________________________
 CM1511* NAD 83(1994)-  32 35 37.07698(N)    084 06 12.62529(W)     ADJUSTED  
 CM1511* NAVD 88     -       135.6    (meters)     445.     (feet)  VERTCON   
 CM1511  ___________________________________________________________________
 CM1511  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CM1511  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM1511
 CM1511  HORZ ORDER  -  SECOND
 CM1511
 CM1511.The horizontal coordinates were established by classical geodetic methods
 CM1511.and adjusted by the National Geodetic Survey in September 1997..
 CM1511
 CM1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1511
 CM1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1511
 CM1511.The geoid height was determined by GEOID03.
 CM1511
 CM1511;                    North         East     Units Scale Factor Converg.
 CM1511;SPC GA W     -   287,541.147   705,928.788   MT  0.99990043   +0 02 02.5
 CM1511;SPC GA W     -   943,374.58  2,316,034.70   sFT  0.99990043   +0 02 02.5
 CM1511;UTM  16      - 3,609,942.043   771,860.818   MT  1.00051147   +1 33 40.4
 CM1511
 CM1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1511!SPC GA W     -   0.99998286  x   0.99990043  =   0.99988329
 CM1511!UTM  16      -   0.99998286  x   1.00051147  =   1.00049432
 CM1511
 CM1511:                Primary Azimuth Mark                     Grid Az
 CM1511:SPC GA W     -  REYNOLDS FLINT EMC RAD TOWER             167 24 56.8
 CM1511:UTM  16      -  REYNOLDS FLINT EMC RAD TOWER             165 53 18.9
 CM1511
 CM1511|---------------------------------------------------------------------|
 CM1511| PID    Reference Object                     Distance      Geod. Az  |
 CM1511|                                                           dddmmss.s |
 CM1511| CM1509 REYNOLDS FLINT EMC RAD TOWER        APPROX. 3.9 KM 1672659.3 |
 CM1511| CY8650 BV 133 222 AZ MK                                   2741838.9 |
 CM1511|---------------------------------------------------------------------|
 CM1511
 CM1511                          SUPERSEDED SURVEY CONTROL
 CM1511
 CM1511  NAD 83(1986)-  32 35 37.08176(N)    084 06 12.62399(W) AD(       ) 2
 CM1511  NAD 27      -  32 35 36.55683(N)    084 06 12.94078(W) AD(       ) 2
 CM1511  NGVD 29 (07/19/86)  135.7    (m)          445.     (f) VERT ANG       
 CM1511
 CM1511.Superseded values are not recommended for survey control.
 CM1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1511.See file dsdata.txt to determine how the superseded data were derived.
 CM1511
 CM1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB7186109942(NAD 83)
 CM1511_MARKER: DD = SURVEY DISK
 CM1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1511
 CM1511  HISTORY     - Date     Condition        Report By
 CM1511  HISTORY     - 1974     MONUMENTED       GADT
 CM1511
 CM1511                          STATION DESCRIPTION
 CM1511
 CM1511'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1511'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTH OF REYNOLDS,
 CM1511'8-1/4 MILES EAST-NORTHEAST OF BUTLER, AND 10-1/4 MILES
 CM1511'SOUTH-SOUTHWEST OF ROBERTA ON STATE RIGHT OF WAY.
 CM1511'
 CM1511'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 96W
 CM1511'AND 128, LOCATED IN REYNOLDS, TRAVEL NORTH ON STATE ROUTE 128
 CM1511'FOR 1.1 MILES TO A BRIDGE OVER PATSILIGA CREEK.  CONTINUE
 CM1511'TRAVELING NORTH ON STATE ROUTE 128 FOR 1.0 MILE TO THE JUNCTION
 CM1511'OF STATE ROUTE 263 TO THE LEFT.  TURN LEFT, TRAVELING
 CM1511'NORTHWESTERLY ON STATE ROUTE 263 FOR 0.95 MILE TO THE STATION ON
 CM1511'THE LEFT.
 CM1511'
 CM1511'THE STATION IS A STANDARD BRASS DISK STAMPED 133-222, SET IN THE
 CM1511'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1511'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1511'133-222, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 CM1511'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 32.8 FEET
 CM1511'SOUTH OF THE CENTERLINE OF THE ROADWAY, 3.5 FEET NORTH OF A
 CM1511'WITNESS POST SET ON A FENCELINE, 163.0 FEET SOUTHEAST OF A 12
 CM1511'INCH PINE TREE ON THE NORTH SIDE OF THE ROAD, AND 200.0 FEET
 CM1511'SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE ROAD.
 CM1511'
 CM1511'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1511'NORTHWESTERLY ON STATE ROUTE 263 FOR 0.45 MILE TO THE MARK ON
 CM1511'THE RIGHT.  IT IS A STANDARD DISK STAMPED 133-222 AZMK, SET IN
 CM1511'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1511'SURFACE OF THE GROUND.  IT IS LOCATED 38.0 FEET NORTH OF THE
 CM1511'CENTERLINE OF THE ROADWAY, 2.0 FEET SOUTH OF A WITNESS POST,
 CM1511'43.0 FEET WEST OF A POWER POLE, 96.0 FEET NORTHWEST OF A 24
 CM1511'INCH OAK TREE LOCATED ON THE SOUTH SIDE OF THE ROAD, AND 107.0
 CM1511'FEET NORTHEAST OF A 30 INCH OAK TREE ALSO ON THE SOUTH SIDE
 CM1511'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1531 ***********************************************************************
 CM1531  DESIGNATION -  BV 133 223
 CM1531  PID         -  CM1531
 CM1531  STATE/COUNTY-  GA/TAYLOR
 CM1531  USGS QUAD   -  BUTLER EAST (1971)
 CM1531
 CM1531                         *CURRENT SURVEY CONTROL
 CM1531  ___________________________________________________________________
 CM1531* NAD 83(1994)-  32 35 37.07781(N)    084 11 15.78701(W)     ADJUSTED  
 CM1531* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 CM1531  ___________________________________________________________________
 CM1531  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CM1531  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CM1531
 CM1531  HORZ ORDER  -  SECOND
 CM1531
 CM1531.The horizontal coordinates were established by classical geodetic methods
 CM1531.and adjusted by the National Geodetic Survey in September 1997..
 CM1531
 CM1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1531
 CM1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1531
 CM1531.The geoid height was determined by GEOID03.
 CM1531
 CM1531;                    North         East     Units Scale Factor Converg.
 CM1531;SPC GA W     -   287,539.608   698,023.856   MT  0.99990005   -0 00 40.8
 CM1531;SPC GA W     -   943,369.53  2,290,099.93   sFT  0.99990005   -0 00 40.8
 CM1531;UTM  16      - 3,609,729.707   763,954.111   MT  1.00045921   +1 30 56.8
 CM1531
 CM1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1531!SPC GA W     -   0.99998149  x   0.99990005  =   0.99988154
 CM1531!UTM  16      -   0.99998149  x   1.00045921  =   1.00044069
 CM1531
 CM1531:                Primary Azimuth Mark                     Grid Az
 CM1531:SPC GA W     -  BV 133 223 AZ MK                         353 16 00.2
 CM1531:UTM  16      -  BV 133 223 AZ MK                         351 44 22.6
 CM1531
 CM1531|---------------------------------------------------------------------|
 CM1531| PID    Reference Object                     Distance      Geod. Az  |
 CM1531|                                                           dddmmss.s |
 CM1531| CY8651 BV 133 223 AZ MK                                   3531519.4 |
 CM1531|---------------------------------------------------------------------|
 CM1531
 CM1531                          SUPERSEDED SURVEY CONTROL
 CM1531
 CM1531  NAD 83(1986)-  32 35 37.08284(N)    084 11 15.78576(W) AD(       ) 2
 CM1531  NAD 27      -  32 35 36.56523(N)    084 11 16.09618(W) AD(       ) 2
 CM1531  NGVD 29 (07/19/86)  144.5    (m)          474.     (f) VERT ANG       
 CM1531
 CM1531.Superseded values are not recommended for survey control.
 CM1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1531.See file dsdata.txt to determine how the superseded data were derived.
 CM1531
 CM1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6395409730(NAD 83)
 CM1531_MARKER: DD = SURVEY DISK
 CM1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1531
 CM1531  HISTORY     - Date     Condition        Report By
 CM1531  HISTORY     - 1974     MONUMENTED       GADT
 CM1531
 CM1531                          STATION DESCRIPTION
 CM1531
 CM1531'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1531'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTHEAST OF BUTLER,
 CM1531'6-3/4 MILES NORTHWEST OF REYNOLDS, AND 13-1/2 MILES SOUTHWEST OF
 CM1531'ROBERTA ON STATE RIGHT OF WAY.
 CM1531'
 CM1531'TO REACH THE STATION FROM THE COURTHOUSE LOCATED IN BUTLER,
 CM1531'TRAVEL EAST ON STATE ROUTE 96 FOR 0.7 MILE TO THE JUNCTION OF
 CM1531'STATE ROUTE 137 TO THE LEFT.  TURN LEFT, TRAVELING NORTHEAST ON
 CM1531'STATE ROUTE 137 FOR 3.8 MILES TO THE STATION ON THE LEFT.
 CM1531'
 CM1531'THE STATION IS A STANDARD BRASS DISK STAMPED 133-223, SET IN THE
 CM1531'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1531'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1531'133-223, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.74
 CM1531'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 36.0 FEET
 CM1531'SOUTHWEST OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET NORTHEAST
 CM1531'OF A WITNESS POST, 19.0 FEET SOUTHEAST OF A POWER POLE, AND
 CM1531'105.0 FEET NORTH OF A 10 INCH PINE TREE.
 CM1531'
 CM1531'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1531'NORTHEAST ON STATE ROUTE 137 FOR 0.5 MILE TO A BRIDGE CROSSING
 CM1531'BEAVER CREEK.  CONTINUE TRAVELING NORTHEAST ON STATE ROUTE 137
 CM1531'FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD DISK
 CM1531'STAMPED 133-223 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1531'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1531'LOCATED 21.0 FEET EAST OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET
 CM1531'NORTHWEST OF A WITNESS POST, AND 112.0 FEET NORTHEAST OF THE POINT
 CM1531'OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 114 AND
 CM1531'STATE ROUTE 137.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1539 ***********************************************************************
 CM1539  DESIGNATION -  BV 133 224
 CM1539  PID         -  CM1539
 CM1539  STATE/COUNTY-  GA/TAYLOR
 CM1539  USGS QUAD   -  FICKLING MILL (1981)
 CM1539
 CM1539                         *CURRENT SURVEY CONTROL
 CM1539  ___________________________________________________________________
 CM1539* NAD 83(1994)-  32 42 53.15811(N)    084 14 01.91333(W)     ADJUSTED  
 CM1539* NAVD 88     -       132.     (meters)     433.     (feet)  VERTCON   
 CM1539  ___________________________________________________________________
 CM1539  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CM1539  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CM1539
 CM1539  HORZ ORDER  -  SECOND
 CM1539
 CM1539.The horizontal coordinates were established by classical geodetic methods
 CM1539.and adjusted by the National Geodetic Survey in September 1997..
 CM1539
 CM1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1539
 CM1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1539
 CM1539.The geoid height was determined by GEOID03.
 CM1539
 CM1539;                    North         East     Units Scale Factor Converg.
 CM1539;SPC GA W     -   300,973.558   693,700.618   MT  0.99990049   -0 02 10.7
 CM1539;SPC GA W     -   987,444.08  2,275,916.11   sFT  0.99990049   -0 02 10.7
 CM1539;UTM  16      - 3,623,050.707   759,271.263   MT  1.00042897   +1 29 44.9
 CM1539
 CM1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1539!SPC GA W     -   0.99998350  x   0.99990049  =   0.99988399
 CM1539!UTM  16      -   0.99998350  x   1.00042897  =   1.00041246
 CM1539
 CM1539|---------------------------------------------------------------------|
 CM1539| PID    Reference Object                     Distance      Geod. Az  |
 CM1539|                                                           dddmmss.s |
 CM1539| CM1540 BV 133 224 GADT 1974 PTA             30.234 METERS 07417     |
 CM1539| CY8652 BV 133 224 AZ MK                                   2172112.5 |
 CM1539|---------------------------------------------------------------------|
 CM1539
 CM1539                          SUPERSEDED SURVEY CONTROL
 CM1539
 CM1539  NAD 83(1986)-  32 42 53.16327(N)    084 14 01.91197(W) AD(       ) 2
 CM1539  NAD 27      -  32 42 52.66025(N)    084 14 02.21613(W) AD(       ) 2
 CM1539  NGVD 29 (07/19/86)  132.     (m)          433.     (f) VERT ANG       
 CM1539
 CM1539.Superseded values are not recommended for survey control.
 CM1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1539.See file dsdata.txt to determine how the superseded data were derived.
 CM1539
 CM1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5927123051(NAD 83)
 CM1539_MARKER: DD = SURVEY DISK
 CM1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1539
 CM1539  HISTORY     - Date     Condition        Report By
 CM1539  HISTORY     - 1974     MONUMENTED       GADT
 CM1539
 CM1539                          STATION DESCRIPTION
 CM1539
 CM1539'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1539'THE STATION IS LOCATED APPROXIMATELY 10-3/4 MILES NORTH OF BUTLER,
 CM1539'13 MILES WEST OF ROBERTA, AND 15-1/4 MILES NORTHEAST OF JUNCTION
 CM1539'CITY ON THE STATE RIGHT OF WAY.
 CM1539'
 CM1539'TO REACH THE STATION FROM THE FLINT RIVER BRIDGE (TAYLOR-UPSON
 CM1539'COUNTY LINE) ON U.S. HIGHWAY 80 (STATE ROUTES 3 AND 22) LOCATED
 CM1539'APPROXIMATELY 11-1/4 MILES NORTH OF BUTLER, TRAVEL SOUTH ON
 CM1539'U.S. HIGHWAY 80 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CM1539'
 CM1539'THE STATION IS A STANDARD BRASS DISK STAMPED 133-224, SET IN THE
 CM1539'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1539'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1539'133-224, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY .81
 CM1539'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 45.5 FEET
 CM1539'WEST OF THE CENTERLINE OF THE HIGHWAY, 141.0 FEET SOUTHWEST OF A
 CM1539'POWER POLE ON THE EAST SIDE OF THE HIGHWAY, 131.0 FEET
 CM1539'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM1539'U.S. HIGHWAY 80 AND U.S. HIGHWAY 19, AND 3.1 FEET EAST OF A
 CM1539'WITNESS POST.
 CM1539'
 CM1539'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 80
 CM1539'AND U.S. HIGHWAY 19, TRAVEL SOUTH ON U.S. HIGHWAY 19 FOR 0.35
 CM1539'MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED
 CM1539'133-224 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1539'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 33.6
 CM1539'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET
 CM1539'NORTHWEST OF A WITNESS POST, 25.3 FEET NORTH OF A 4 INCH CEDAR
 CM1539'TREE, 29.5 FEET SOUTHWEST OF A PECAN TREE, AND 73.5 FEET
 CM1539'NORTHEAST OF ANOTHER 4 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1726 ***********************************************************************
 BS1726  DESIGNATION -  BV 134 1
 BS1726  PID         -  BS1726
 BS1726  STATE/COUNTY-  GA/TELFAIR
 BS1726  USGS QUAD   -  LUMBER CITY (1988)
 BS1726
 BS1726                         *CURRENT SURVEY CONTROL
 BS1726  ___________________________________________________________________
 BS1726* NAD 83(1994)-  31 56 59.08636(N)    082 41 30.77439(W)     ADJUSTED  
 BS1726* NAVD 88     -        35.     (meters)     115.     (feet)  VERTCON   
 BS1726  ___________________________________________________________________
 BS1726  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 BS1726  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BS1726
 BS1726  HORZ ORDER  -  SECOND
 BS1726
 BS1726.The horizontal coordinates were established by classical geodetic methods
 BS1726.and adjusted by the National Geodetic Survey in September 1997..
 BS1726
 BS1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1726
 BS1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1726
 BS1726.The geoid height was determined by GEOID03.
 BS1726
 BS1726;                    North         East     Units Scale Factor Converg.
 BS1726;SPC GA E     -   216,265.387   150,348.382   MT  0.99993039   -0 16 40.6
 BS1726;SPC GA E     -   709,530.69    493,267.98   sFT  0.99993039   -0 16 40.6
 BS1726;UTM  17      - 3,536,115.018   340,095.319   MT  0.99991535   -0 53 43.8
 BS1726
 BS1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1726!SPC GA E     -   0.99999896  x   0.99993039  =   0.99992935
 BS1726!UTM  17      -   0.99999896  x   0.99991535  =   0.99991431
 BS1726
 BS1726                          SUPERSEDED SURVEY CONTROL
 BS1726
 BS1726  NAD 83(1986)-  31 56 59.08827(N)    082 41 30.77180(W) AD(       ) 2
 BS1726  NGVD 29 (06/19/89)   35.     (m)          115.     (f) VERT ANG       
 BS1726
 BS1726.Superseded values are not recommended for survey control.
 BS1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1726.See file dsdata.txt to determine how the superseded data were derived.
 BS1726
 BS1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR4009536115(NAD 83)
 BS1726_MARKER: DD = SURVEY DISK
 BS1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1726+STABILITY: SURFACE MOTION
 BS1726
 BS1726  HISTORY     - Date     Condition        Report By
 BS1726  HISTORY     - 1985     MONUMENTED       GADT
 BS1726
 BS1726                          STATION DESCRIPTION
 BS1726
 BS1726'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1726'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 BS1726'NORTHWEST OF LUMBER CITY AND
 BS1726'0.15 KM (0.1 MI) SOUTH OF THE OCONEE RIVER ON THE NORTHEAST SIDE
 BS1726'SIDE OF THE SOUTHERN RAILWAY TRACKS.
 BS1726'OWNERSHIP--RAILWAY RIGHT OF WAY.
 BS1726'
 BS1726'TO REACH THE STATION FROM THE POST OFFICE IN LUMBER CITY, GO
 BS1726'NORTHEAST ON STATE ROUTE 117 FOR 0.24 KM (0.15 MI) TO THE JUNCTION
 BS1726'WITH U.S. HIGHWAY 341.  TURN LEFT FOR 0.8 KM (0.45 MI) TO COUNTY
 BS1726'PAVED ROAD 188 ON THE RIGHT AFTER CROSSING THE TRACKS. BEAR RIGHT,
 BS1726'PARALLEL TO THE TRACKS FOR 1.7 KM (1.1 MI) TO THE ENTRANCE TO A
 BS1726'SMALL GRAIN ELEVATOR ON THE NORTH SIDE AND ACROSS THE TRACKS.  PACK
 BS1726'SOUTHEAST ALONG THE TRACKS FOR 0.2 KM (0.1 MI) TO THE STATION ON
 BS1726'LEFT WELL INTO A CURVE RIGHT.
 BS1726'
 BS1726'THE STATION IS A STANDARD GADT DISK
 BS1726'STAMPED---134-1---,
 BS1726'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1726'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1726'19.5 METERS (64.0 FT) NORTH FROM THE POWER POLE E 46,
 BS1726'6.1 METERS (20.0 FT) NORTHWEST FROM A 0.1 METER OAK TREE,
 BS1726'6.8 METERS (22.2 FT) NORTHEAST FROM THE NORTH RAIL OF THE TRACKS AND
 BS1726'0.8 METERS (2.7 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BS1726'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1726'STAMPED---134-1---,
 BS1726'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1726'
 BS1726'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2814 ***********************************************************************
 CL2814  DESIGNATION -  BV 134 200
 CL2814  PID         -  CL2814
 CL2814  STATE/COUNTY-  GA/TELFAIR
 CL2814  USGS QUAD   -  SCOTLAND (1985)
 CL2814
 CL2814                         *CURRENT SURVEY CONTROL
 CL2814  ___________________________________________________________________
 CL2814* NAD 83(1994)-  32 03 02.98729(N)    082 48 58.74920(W)     ADJUSTED  
 CL2814* NAVD 88     -        44.00   (+/-2cm)     144.4    (feet)  VERTCON   
 CL2814  ___________________________________________________________________
 CL2814  X           -     676,659.425 (meters)                     COMP
 CL2814  Y           -  -5,368,607.762 (meters)                     COMP
 CL2814  Z           -   3,365,218.508 (meters)                     COMP
 CL2814  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL2814  ELLIP HEIGHT-          15.98  (meters)          (09/03/97) GPS OBS
 CL2814  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CL2814
 CL2814  HORZ ORDER  -  FIRST
 CL2814  VERT ORDER  -  THIRD (See Below)
 CL2814  ELLP ORDER  -  FOURTH    CLASS II
 CL2814
 CL2814.The horizontal coordinates were established by GPS observations
 CL2814.and adjusted by the National Geodetic Survey in September 1997..
 CL2814
 CL2814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2814.The vertical order pertains to the NGVD 29 superseded value.
 CL2814
 CL2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2814
 CL2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2814
 CL2814.The ellipsoidal height was determined by GPS observations
 CL2814.and is referenced to NAD 83.
 CL2814
 CL2814.The geoid height was determined by GEOID03.
 CL2814
 CL2814;                    North         East     Units Scale Factor Converg.
 CL2814;SPC GA E     -   227,537.249   138,651.736   MT  0.99994640   -0 20 41.1
 CL2814;SPC GA E     -   746,511.79    454,893.24   sFT  0.99994640   -0 20 41.1
 CL2814;UTM  17      - 3,547,512.481   328,521.014   MT  0.99996264   -0 57 50.8
 CL2814
 CL2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2814!SPC GA E     -   0.99999749  x   0.99994640  =   0.99994389
 CL2814!UTM  17      -   0.99999749  x   0.99996264  =   0.99996013
 CL2814
 CL2814:                Primary Azimuth Mark                     Grid Az
 CL2814:SPC GA E     -  BV 134 200 AZ MK                         204 01 21.8
 CL2814:UTM  17      -  BV 134 200 AZ MK                         204 38 31.5
 CL2814
 CL2814|---------------------------------------------------------------------|
 CL2814| PID    Reference Object                     Distance      Geod. Az  |
 CL2814|                                                           dddmmss.s |
 CL2814| CL2942 BV 134 200 AZ MK                    412.324 METERS 2034040.7 |
 CL2814| CL0245 H 245                                31.209 METERS 26808     |
 CL2814|---------------------------------------------------------------------|
 CL2814
 CL2814                          SUPERSEDED SURVEY CONTROL
 CL2814
 CL2814  NAD 83(1986)-  32 03 02.98835(N)    082 48 58.74461(W) AD(       ) 1
 CL2814  NGVD 29 (12/08/88)   44.23   (m)          145.1    (f) LEVELING    3  
 CL2814
 CL2814.Superseded values are not recommended for survey control.
 CL2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2814.See file dsdata.txt to determine how the superseded data were derived.
 CL2814
 CL2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR2852147512(NAD 83)
 CL2814_MARKER: DD = SURVEY DISK
 CL2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2814+STABILITY: SURFACE MOTION
 CL2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2814+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1986
 CL2814
 CL2814  HISTORY     - Date     Condition        Report By
 CL2814  HISTORY     - 1985     MONUMENTED       GADT
 CL2814  HISTORY     - 19861208 GOOD
 CL2814
 CL2814                          STATION DESCRIPTION
 CL2814
 CL2814'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2814'THE STATION IS LOCATED IN THE TOWN OF SCOTLAND 8.0 KM (5.0 MI)
 CL2814'SOUTHEAST OF MCRAE.
 CL2814'OWNERSHIP--STATE RIGHT OF WAY.
 CL2814'
 CL2814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 149 AND
 CL2814'THE SOUTHERN RAILWAY TRACKS IN SCOTLAND, WALK TO THE NORTHEAST
 CL2814'QUADRANT, CROSSING A SAND ROAD PARALLEL TO THE TRACKS, TO THE
 CL2814'STATION ABOUT 97 METERS SOUTH OF THE WHEELER COUNTY LINE.
 CL2814'
 CL2814'THE STATION IS A STANDARD GADT DISK
 CL2814'STAMPED---134-200 1985---,
 CL2814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2814'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2814'15.24 METERS (50.0 FT) NORTHEAST FROM THE NORTH RAIL OF THE TRACKS,
 CL2814'13.09 METERS (42.9 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH GUY,
 CL2814'8.79 METERS (28.8 FT) NORTHEAST FROM THE CENTER OF THE SAND ROAD,
 CL2814'5.49 METERS (18.0 FT) SOUTHEAST FROM THE CENTER OF THE STATE ROAD
 CL2814'AND
 CL2814'2.88 METERS (9.4 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CL2814'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2814'STAMPED---134-200 1985---,
 CL2814'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2814'
 CL2814'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2814'STAMPED---134-200 1985 AZ MK---,
 CL2814'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2814'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 CL2814'15.12 METERS (49.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 CL2814'HOUSE,
 CL2814'14.72 METERS (48.3 FT) NORTH FROM A POWER POLE WITH METAL WITNESS
 CL2814'POST NEXT TO IT,
 CL2814'8.18 METERS (26.8 FT) WEST-NORTHWEST FROM THE CENTER OF THE ROAD AND
 CL2814'6.62 METERS (21.7 FT) NORTH-NORTHEAST FROM THE CENTER OF A DRIVEWAY.
 CL2814'TO REACH THE AZIMUTH FROM THE STATION,
 CL2814'GO SOUTH FOR 0.4 KM (0.25 MI) ON STATE ROUTE 149 TO THE STATION ON
 CL2814'THE RIGHT AT A BEIGE COLORED HOUSE.
 CL2814'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2814'STAMPED---134-200 1985 AZ MK---,
 CL2814'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2814'
 CL2814'DESCRIBED BY B. PUTZIGER.
 CL2814
 CL2814                          STATION RECOVERY (1986)
 CL2814
 CL2814'RECOVERED 1986
 CL2814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2942 ***********************************************************************
 CL2942  DESIGNATION -  BV 134 200 AZ MK
 CL2942  PID         -  CL2942
 CL2942  STATE/COUNTY-  GA/WHEELER
 CL2942  USGS QUAD   -  SCOTLAND (1985)
 CL2942
 CL2942                         *CURRENT SURVEY CONTROL
 CL2942  ___________________________________________________________________
 CL2942* NAD 83(1994)-  32 02 50.72793(N)    082 49 05.06100(W)     ADJUSTED  
 CL2942* NAVD 88     -        53.     (meters)     174.     (feet)  VERTCON   
 CL2942  ___________________________________________________________________
 CL2942  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CL2942  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CL2942
 CL2942  HORZ ORDER  -  SECOND
 CL2942
 CL2942.The horizontal coordinates were established by classical geodetic methods
 CL2942.and adjusted by the National Geodetic Survey in September 1997..
 CL2942
 CL2942.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2942
 CL2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2942
 CL2942.The geoid height was determined by GEOID03.
 CL2942
 CL2942;                    North         East     Units Scale Factor Converg.
 CL2942;SPC GA E     -   227,160.659   138,483.888   MT  0.99994665   -0 20 44.4
 CL2942;SPC GA E     -   745,276.26    454,342.56   sFT  0.99994665   -0 20 44.4
 CL2942;UTM  17      - 3,547,137.722   328,349.103   MT  0.99996337   -0 57 53.8
 CL2942
 CL2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2942!SPC GA E     -   0.99999608  x   0.99994665  =   0.99994273
 CL2942!UTM  17      -   0.99999608  x   0.99996337  =   0.99995945
 CL2942
 CL2942                          SUPERSEDED SURVEY CONTROL
 CL2942
 CL2942  NAD 83(1986)-  32 02 50.72910(N)    082 49 05.05673(W) AD(       ) 2
 CL2942  NGVD 29 (06/19/89)   53.     (m)          174.     (f) VERT ANG       
 CL2942
 CL2942.Superseded values are not recommended for survey control.
 CL2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2942.See file dsdata.txt to determine how the superseded data were derived.
 CL2942
 CL2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR2834947138(NAD 83)
 CL2942_MARKER: DD = SURVEY DISK
 CL2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2942+STABILITY: SURFACE MOTION
 CL2942
 CL2942  HISTORY     - Date     Condition        Report By
 CL2942  HISTORY     - 1985     MONUMENTED       GADT
 CL2942
 CL2942                          STATION DESCRIPTION
 CL2942
 CL2942'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2942'THE STATION IS LOCATED IN THE TOWN OF SCOTLAND APPROXIMATELY
 CL2942'8.0 KM (5.0 MI) SOUTHEAST OF MCRAE.
 CL2942'OWNERSHIP--STATE RIGHT OF WAY.
 CL2942'
 CL2942'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 149 WITH THE
 CL2942'SOUTHERN RAILWAY TRACKS IN SCOTLAND, GO SOUTH ON THE STATE ROUTE FOR
 CL2942'0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT IN FRONT OF A BEIGE
 CL2942'COLORED HOUSE.
 CL2942'
 CL2942'THE STATION IS A STANDARD GADT DISK
 CL2942'STAMPED---134-200 1985 AZ MK---,
 CL2942'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2942'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 CL2942'15.12 METERS (49.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 CL2942'HOUSE,
 CL2942'14.72 METERS (48.3 FT) NORTH FROM A POWER POLE WITH A WITNESS POST
 CL2942'ADJACENT,
 CL2942'8.18 METERS (26.8 FT) WEST-NORTHWEST FROM THE CENTER OF THE STATE
 CL2942'ROAD AND
 CL2942'6.62 METERS (21.7 FT) NORTH-NORTHEAST FROM THE CENTER OF A DRIVEWAY.
 CL2942'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2942'STAMPED---134-200 1985 AZ MK---,
 CL2942'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2942'
 CL2942'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2942'
 CL2942'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1717 ***********************************************************************
 BT1717  DESIGNATION -  BV 135 200
 BT1717  PID         -  BT1717
 BT1717  STATE/COUNTY-  GA/TERRELL
 BT1717  USGS QUAD   -  BOTTSFORD (1973)
 BT1717
 BT1717                         *CURRENT SURVEY CONTROL
 BT1717  ___________________________________________________________________
 BT1717* NAD 83(1994)-  31 53 13.71393(N)    084 23 21.79141(W)     ADJUSTED  
 BT1717* NAVD 88     -       108.5    (meters)     356.     (feet)  VERTCON   
 BT1717  ___________________________________________________________________
 BT1717  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT1717  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BT1717
 BT1717  HORZ ORDER  -  SECOND
 BT1717
 BT1717.The horizontal coordinates were established by classical geodetic methods
 BT1717.and adjusted by the National Geodetic Survey in September 1997..
 BT1717
 BT1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1717
 BT1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1717
 BT1717.The geoid height was determined by GEOID03.
 BT1717
 BT1717;                    North         East     Units Scale Factor Converg.
 BT1717;SPC GA W     -   209,225.478   678,930.849   MT  0.99990547   -0 07 03.5
 BT1717;SPC GA W     -   686,433.92  2,227,458.96   sFT  0.99990547   -0 07 03.5
 BT1717;UTM  16      - 3,530,899.328   746,926.000   MT  1.00035203   +1 22 47.1
 BT1717
 BT1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1717!SPC GA W     -   0.99998714  x   0.99990547  =   0.99989261
 BT1717!UTM  16      -   0.99998714  x   1.00035203  =   1.00033916
 BT1717
 BT1717:                Primary Azimuth Mark                     Grid Az
 BT1717:SPC GA W     -  BV 135 200 AZ MK                         030 35 56.2
 BT1717:UTM  16      -  BV 135 200 AZ MK                         029 06 05.6
 BT1717
 BT1717|---------------------------------------------------------------------|
 BT1717| PID    Reference Object                     Distance      Geod. Az  |
 BT1717|                                                           dddmmss.s |
 BT1717| CY8653 BV 135 200 AZ MK                                   0302852.7 |
 BT1717| BT1716 BV 135 200 GAHD 1973 PTA             13.570 METERS 08542     |
 BT1717|---------------------------------------------------------------------|
 BT1717
 BT1717                          SUPERSEDED SURVEY CONTROL
 BT1717
 BT1717  NAD 83(1986)-  31 53 13.71923(N)    084 23 21.79339(W) AD(       ) 2
 BT1717  NAD 27      -  31 53 13.12316(N)    084 23 22.10154(W) AD(       ) 2
 BT1717  NGVD 29 (07/19/86)  108.6    (m)          356.     (f) VERT ANG       
 BT1717
 BT1717.Superseded values are not recommended for survey control.
 BT1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1717.See file dsdata.txt to determine how the superseded data were derived.
 BT1717
 BT1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4692630899(NAD 83)
 BT1717_MARKER: DD = SURVEY DISK
 BT1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1717
 BT1717  HISTORY     - Date     Condition        Report By
 BT1717  HISTORY     - 1973     MONUMENTED       GADT
 BT1717
 BT1717                          STATION DESCRIPTION
 BT1717
 BT1717'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1717'THE STATION IS ABOUT 8.1 MILES WEST OF SMITHVILLE, 4.3 MILES
 BT1717'NORTHWEST OF BRONWOOD AND 8.6 MILES NORTHEAST OF DAWSON.
 BT1717'
 BT1717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 BT1717'STATE HIGHWAY 308 IN PLAINS, GO SOUTHEAST ON HIGHWAY 308 FOR 6.3
 BT1717'MILES TO THE JUNCTION WITH STATE HIGHWAY 49.  TURN RIGHT AND GO
 BT1717'SOUTHWEST ON HIGHWAY 49 FOR 6.1 MILES TO THE AZIMUTH MARK ON THE
 BT1717'RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 49 FOR 0.2 MILE TO THE
 BT1717'STATION ON THE LEFT.
 BT1717'
 BT1717'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1717'DEPARTMENT, STAMPED 135-200.  THE SURFACE DISK IS SET IN THE TOP
 BT1717'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 BT1717'THE GROUND.  IT IS 22.0 FEET SOUTHEAST OF THE CENTER OF STATE
 BT1717'HIGHWAY 49, 51.0 FEET NORTHWEST OF THE EAST CORNER OF A BARN AND
 BT1717'61.0 FEET SOUTHWEST OF A FENCE CORNER.  THE UNDERGROUND DISK IS
 BT1717'SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE GROUND
 BT1717'SURFACE.
 BT1717'
 BT1717'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1717'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1717'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 80.7
 BT1717'FEET NORTHEAST OF THE EAST CORNER OF A SHED, 4.0 FEET SOUTHWEST
 BT1717'OF A POWER LINE POLE AND 31.7 FEET NORTHWEST OF THE CENTER OF
 BT1717'STATE HIGHWAY 49.
 BT1717'
 BT1717'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1969 ***********************************************************************
 BT1969  DESIGNATION -  BV 135 201
 BT1969  PID         -  BT1969
 BT1969  STATE/COUNTY-  GA/TERRELL
 BT1969  USGS QUAD   -  PARROTT (1972)
 BT1969
 BT1969                         *CURRENT SURVEY CONTROL
 BT1969  ___________________________________________________________________
 BT1969* NAD 83(1994)-  31 53 45.77342(N)    084 35 48.24576(W)     ADJUSTED  
 BT1969* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 BT1969  ___________________________________________________________________
 BT1969  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BT1969  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT1969
 BT1969  HORZ ORDER  -  SECOND
 BT1969
 BT1969.The horizontal coordinates were established by classical geodetic methods
 BT1969.and adjusted by the National Geodetic Survey in September 1997..
 BT1969
 BT1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1969
 BT1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1969
 BT1969.The geoid height was determined by GEOID03.
 BT1969
 BT1969;                    North         East     Units Scale Factor Converg.
 BT1969;SPC GA W     -   210,271.895   659,319.614   MT  0.99992040   -0 13 38.1
 BT1969;SPC GA W     -   689,867.04  2,163,117.77   sFT  0.99992040   -0 13 38.1
 BT1969;UTM  16      - 3,531,433.080   727,286.623   MT  1.00023715   +1 16 13.4
 BT1969
 BT1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1969!SPC GA W     -   0.99998135  x   0.99992040  =   0.99990175
 BT1969!UTM  16      -   0.99998135  x   1.00023715  =   1.00021850
 BT1969
 BT1969:                Primary Azimuth Mark                     Grid Az
 BT1969:SPC GA W     -  CHAMBLISS TV STA WACS MAST               042 19 35.4
 BT1969:UTM  16      -  CHAMBLISS TV STA WACS MAST               040 49 43.9
 BT1969
 BT1969|---------------------------------------------------------------------|
 BT1969| PID    Reference Object                     Distance      Geod. Az  |
 BT1969|                                                           dddmmss.s |
 BT1969| BT1965 CHAMBLISS TV STA WACS MAST          APPROX. 6.1 KM 0420557.3 |
 BT1969| CY8654 BV 135 201 AZ MK                                   1270922.7 |
 BT1969| BT1968 BV 135 201 GAHD 1973 PTA             12.017 METERS 27149     |
 BT1969|---------------------------------------------------------------------|
 BT1969
 BT1969                          SUPERSEDED SURVEY CONTROL
 BT1969
 BT1969  NAD 83(1994)-  31 53 45.77939(N)    084 35 48.24707(W) AD(       ) 2
 BT1969  NAD 83(1986)-  31 53 45.77949(N)    084 35 48.24689(W) AD(       ) 2
 BT1969  NAD 27      -  31 53 45.19752(N)    084 35 48.54463(W) AD(       ) 2
 BT1969  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG       
 BT1969
 BT1969.Superseded values are not recommended for survey control.
 BT1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1969.See file dsdata.txt to determine how the superseded data were derived.
 BT1969
 BT1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2728731433(NAD 83)
 BT1969_MARKER: DD = SURVEY DISK
 BT1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1969
 BT1969  HISTORY     - Date     Condition        Report By
 BT1969  HISTORY     - 1973     MONUMENTED       GADT
 BT1969
 BT1969                          STATION DESCRIPTION
 BT1969
 BT1969'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1969'THE STATION IS ABOUT 8.4 MILES NORTH AND 9.0 MILES WEST OF DAWSON,
 BT1969'9.4 MILES NORTH AND 1.0 MILE EAST OF SHELLMAN, 8.3 MILES NORTH
 BT1969'AND 11.0 MILES EAST OF CUTHBERT.
 BT1969'
 BT1969'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND COUNTY
 BT1969'ROAD NO. S-1527 IN PARROTT, PROCEED WEST ON COUNTY ROAD NO. S-1527
 BT1969'FOR 5.8 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1969'MARK FROM THE STATION, PROCEED SOUTHEAST ON PAVED COUNTY ROAD
 BT1969'NO. S-1527 FOR 0.30 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1969'
 BT1969'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1969'DEPARTMENT, STAMPED 135-201.  THE SURFACE DISK IS SET IN THE TOP OF
 BT1969'A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1969'GROUND.  IT IS 5.0 FEET SOUTH OF THE FENCE, 36.0 FEET NORTH OF THE
 BT1969'CENTERLINE OF PAVED COUNTY ROAD NO. S-1527.
 BT1969'
 BT1969'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1969'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1969'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1969'IS 3.7 FEET WEST OF THE WOODS LINE, 39.0 FEET EAST OF THE
 BT1969'CENTERLINE OF COUNTY ROAD NO. S-1527 AND 240.5 FEET SOUTHEAST OF
 BT1969'THE POINT OF CURVE IN COUNTY ROAD NO. S-1527.
 BT1969'
 BT1969'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1979 ***********************************************************************
 BT1979  DESIGNATION -  BV 135 202
 BT1979  PID         -  BT1979
 BT1979  STATE/COUNTY-  GA/TERRELL
 BT1979  USGS QUAD   -  SHELLMAN (1972)
 BT1979
 BT1979                         *CURRENT SURVEY CONTROL
 BT1979  ___________________________________________________________________
 BT1979* NAD 83(1994)-  31 49 36.35049(N)    084 34 50.33849(W)     ADJUSTED  
 BT1979* NAVD 88     -       126.1    (meters)     414.     (feet)  VERTCON   
 BT1979  ___________________________________________________________________
 BT1979  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BT1979  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BT1979
 BT1979  HORZ ORDER  -  SECOND
 BT1979
 BT1979.The horizontal coordinates were established by classical geodetic methods
 BT1979.and adjusted by the National Geodetic Survey in September 1997..
 BT1979
 BT1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1979
 BT1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1979
 BT1979.The geoid height was determined by GEOID03.
 BT1979
 BT1979;                    North         East     Units Scale Factor Converg.
 BT1979;SPC GA W     -   202,584.122   660,811.849   MT  0.99991893   -0 13 05.9
 BT1979;SPC GA W     -   664,644.74  2,168,013.54   sFT  0.99991893   -0 13 05.9
 BT1979;UTM  16      - 3,523,784.427   728,979.624   MT  1.00024669   +1 16 35.1
 BT1979
 BT1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1979!SPC GA W     -   0.99998435  x   0.99991893  =   0.99990328
 BT1979!UTM  16      -   0.99998435  x   1.00024669  =   1.00023103
 BT1979
 BT1979:                Primary Azimuth Mark                     Grid Az
 BT1979:SPC GA W     -  CHAMBLISS TV STA WACS MAST               012 04 10.9
 BT1979:UTM  16      -  CHAMBLISS TV STA WACS MAST               010 34 29.9
 BT1979
 BT1979|---------------------------------------------------------------------|
 BT1979| PID    Reference Object                     Distance      Geod. Az  |
 BT1979|                                                           dddmmss.s |
 BT1979| BT1965 CHAMBLISS TV STA WACS MAST          APPROX.12.5 KM 0115105.0 |
 BT1979| BT1980 BV 135 202 GAHD 1973 PTA             13.156 METERS 03938     |
 BT1979| CY8655 BV 135 202 AZ MK                                   1065554.6 |
 BT1979|---------------------------------------------------------------------|
 BT1979
 BT1979                          SUPERSEDED SURVEY CONTROL
 BT1979
 BT1979  NAD 83(1994)-  31 49 36.35653(N)    084 34 50.34037(W) AD(       ) 2
 BT1979  NAD 83(1986)-  31 49 36.35660(N)    084 34 50.34023(W) AD(       ) 2
 BT1979  NAD 27      -  31 49 35.76746(N)    084 34 50.63856(W) AD(       ) 2
 BT1979  NGVD 29 (07/19/86)  126.2    (m)          414.     (f) VERT ANG       
 BT1979
 BT1979.Superseded values are not recommended for survey control.
 BT1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1979.See file dsdata.txt to determine how the superseded data were derived.
 BT1979
 BT1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2898023784(NAD 83)
 BT1979_MARKER: DD = SURVEY DISK
 BT1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1979
 BT1979  HISTORY     - Date     Condition        Report By
 BT1979  HISTORY     - 1973     MONUMENTED       GADT
 BT1979
 BT1979                          STATION DESCRIPTION
 BT1979
 BT1979'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1979'THE STATION IS ABOUT 4.0 MILES NORTH AND 7.9 MILES WEST OF
 BT1979'DAWSON, 1.8 MILE EAST AND 4.8 MILES NORTH OF SHELLMAN, 10.2 MILES
 BT1979'SOUTH AND 1.8 MILE EAST OF WESTON.
 BT1979'
 BT1979'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND 41 IN
 BT1979'WESTON PROCEED SOUTH ON GA 41 FOR 13.2 MILES TO PAVED COUNTY ROAD
 BT1979'NO. 1163, TURN LEFT ON PAVED COUNTY ROAD NO. 1163 FOR 1.6 MILE TO
 BT1979'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1979'SOUTHEAST ON PAVED COUNTY ROAD NO. 1163 FROM THE STATION FOR
 BT1979'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1979'
 BT1979'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1979'DEPARTMENT, STAMPED 135-202.  THE SURFACE DISK IS SET IN THE TOP
 BT1979'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1979'GROUND.  IT IS 1.7 FEET SOUTH OF THE WITNESS POST, 25.5 FEET NORTH
 BT1979'OF THE CENTERLINE OF PAVED COUNTY ROAD NO. S-1163, 16.8 FEET
 BT1979'WEST OF 18 INCH PECAN TREE.  THE UNDERGROUND DISK IS SET IN AN
 BT1979'IRREGULAR MASS OF CONCRETE THAT IS 23 INCHES BELOW THE SURFACE
 BT1979'MARK.
 BT1979'
 BT1979'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1979'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1979'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 45.0 FEET
 BT1979'NORTH OF THE CENTERLINE OF PAVED COUNTY ROAD NO. S-1163, 7.0 FEET
 BT1979'EAST OF THE POWER POLE.
 BT1979'
 BT1979'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1967 ***********************************************************************
 BT1967  DESIGNATION -  BV 135 203
 BT1967  PID         -  BT1967
 BT1967  STATE/COUNTY-  GA/TERRELL
 BT1967  USGS QUAD   -  PARROTT (1972)
 BT1967
 BT1967                         *CURRENT SURVEY CONTROL
 BT1967  ___________________________________________________________________
 BT1967* NAD 83(1994)-  31 52 44.46720(N)    084 33 24.30893(W)     ADJUSTED  
 BT1967* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 BT1967  ___________________________________________________________________
 BT1967  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BT1967  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT1967
 BT1967  HORZ ORDER  -  SECOND
 BT1967
 BT1967.The horizontal coordinates were established by classical geodetic methods
 BT1967.and adjusted by the National Geodetic Survey in September 1997..
 BT1967
 BT1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1967
 BT1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1967
 BT1967.The geoid height was determined by GEOID03.
 BT1967
 BT1967;                    North         East     Units Scale Factor Converg.
 BT1967;SPC GA W     -   208,369.447   663,094.812   MT  0.99991679   -0 12 21.7
 BT1967;SPC GA W     -   683,625.43  2,175,503.56   sFT  0.99991679   -0 12 21.7
 BT1967;UTM  16      - 3,529,629.333   731,111.502   MT  1.00025878   +1 17 27.3
 BT1967
 BT1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1967!SPC GA W     -   0.99998276  x   0.99991679  =   0.99989955
 BT1967!UTM  16      -   0.99998276  x   1.00025878  =   1.00024153
 BT1967
 BT1967|---------------------------------------------------------------------|
 BT1967| PID    Reference Object                     Distance      Geod. Az  |
 BT1967|                                                           dddmmss.s |
 BT1967| BT1964 BV 135 203 GAHD 1973 PTA             23.766 METERS 00413     |
 BT1967| CY8656 BV 135 203 AZ MK                                   2221922.3 |
 BT1967|---------------------------------------------------------------------|
 BT1967
 BT1967                          SUPERSEDED SURVEY CONTROL
 BT1967
 BT1967  NAD 83(1994)-  31 52 44.47296(N)    084 33 24.31036(W) AD(       ) 2
 BT1967  NAD 83(1986)-  31 52 44.47305(N)    084 33 24.31009(W) AD(       ) 2
 BT1967  NAD 27      -  31 52 43.88860(N)    084 33 24.61242(W) AD(       ) 2
 BT1967  NGVD 29 (07/19/86)  136.3    (m)          447.     (f) VERT ANG       
 BT1967
 BT1967.Superseded values are not recommended for survey control.
 BT1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1967.See file dsdata.txt to determine how the superseded data were derived.
 BT1967
 BT1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3111229629(NAD 83)
 BT1967_MARKER: DD = SURVEY DISK
 BT1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1967
 BT1967  HISTORY     - Date     Condition        Report By
 BT1967  HISTORY     - 1973     MONUMENTED       GADT
 BT1967
 BT1967                          STATION DESCRIPTION
 BT1967
 BT1967'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1967'THE STATION IS ABOUT 1.3 MILE SOUTH AND 2.4 MILES WEST OF PARROTT,
 BT1967'7.2 MILES NORTH AND 6.5 MILES WEST OF DAWSON, 5.7 MILES EAST OF
 BT1967'BROOKSVILLE.
 BT1967'
 BT1967'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND COUNTY
 BT1967'ROAD NO. S-1527 IN PARROTT, PROCEED WEST ON COUNTY ROAD NO. S-1527
 BT1967'FOR 2.9 MILES TO THE INTERSECTION OF COUNTY ROAD NO. S-529 ON THE
 BT1967'LEFT, TURN LEFT AND PROCEED SOUTHEAST ON PAVED ROAD FOR 0.2 MILE
 BT1967'TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 50 ON THE RIGHT,
 BT1967'TURN RIGHT AND PROCEED SOUTHWEST ON THE DIRT ROAD FOR 0.4 MILE
 BT1967'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 BT1967'STATION PROCEED SOUTHEAST ON THE DIRT ROAD FOR 0.2 MILE TO
 BT1967'THE AZIMUTH MARK ON THE LEFT.
 BT1967'
 BT1967'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1967'DEPARTMENT, STAMPED 135-203.  THE SURFACE DISK IS SET IN THE TOP
 BT1967'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1967'GROUND.  IT IS 1.6 FEET SOUTHWEST OF THE WITNESS POST, 2.0 FEET
 BT1967'NORTHEAST OF THE FENCE AND 24.0 FEET SOUTHEAST OF THE CENTERLINE
 BT1967'OF THE DIRT ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1967'MASS OF CONCRETE 21 INCHES BELOW THE SURFACE DISK.
 BT1967'
 BT1967'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1967'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1967'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1967'IS 22.0 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND
 BT1967'55.0 FEET NORTHEAST OF THE WOODS ROAD.
 BT1967'
 BT1967'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1689 ***********************************************************************
 BT1689  DESIGNATION -  BV 135 204
 BT1689  PID         -  BT1689
 BT1689  STATE/COUNTY-  GA/TERRELL
 BT1689  USGS QUAD   -  DAWSON (1973)
 BT1689
 BT1689                         *CURRENT SURVEY CONTROL
 BT1689  ___________________________________________________________________
 BT1689* NAD 83(1994)-  31 52 13.67698(N)    084 25 39.74433(W)     ADJUSTED  
 BT1689* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 BT1689  ___________________________________________________________________
 BT1689  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BT1689  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BT1689
 BT1689  HORZ ORDER  -  SECOND
 BT1689
 BT1689.The horizontal coordinates were established by classical geodetic methods
 BT1689.and adjusted by the National Geodetic Survey in September 1997..
 BT1689
 BT1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1689
 BT1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1689
 BT1689.The geoid height was determined by GEOID03.
 BT1689
 BT1689;                    North         East     Units Scale Factor Converg.
 BT1689;SPC GA W     -   207,384.522   675,301.318   MT  0.99990752   -0 08 16.2
 BT1689;SPC GA W     -   680,394.05  2,215,551.07   sFT  0.99990752   -0 08 16.2
 BT1689;UTM  16      - 3,528,963.337   743,344.247   MT  1.00033037   +1 21 31.8
 BT1689
 BT1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1689!SPC GA W     -   0.99998509  x   0.99990752  =   0.99989261
 BT1689!UTM  16      -   0.99998509  x   1.00033037  =   1.00031546
 BT1689
 BT1689:                Primary Azimuth Mark                     Grid Az
 BT1689:SPC GA W     -  BV 135 204 AZ MK                         186 47 43.4
 BT1689:UTM  16      -  BV 135 204 AZ MK                         185 17 55.4
 BT1689
 BT1689|---------------------------------------------------------------------|
 BT1689| PID    Reference Object                     Distance      Geod. Az  |
 BT1689|                                                           dddmmss.s |
 BT1689| CY8657 BV 135 204 AZ MK                                   1863927.2 |
 BT1689| BT1690 BV 135 204 GAHD 1973 PTA             13.465 METERS 22632     |
 BT1689|---------------------------------------------------------------------|
 BT1689
 BT1689                          SUPERSEDED SURVEY CONTROL
 BT1689
 BT1689  NAD 83(1986)-  31 52 13.68230(N)    084 25 39.74613(W) AD(       ) 2
 BT1689  NAD 27      -  31 52 13.09573(N)    084 25 40.05624(W) AD(       ) 2
 BT1689  NGVD 29 (07/19/86)  121.6    (m)          399.     (f) VERT ANG       
 BT1689
 BT1689.Superseded values are not recommended for survey control.
 BT1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1689.See file dsdata.txt to determine how the superseded data were derived.
 BT1689
 BT1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4334428963(NAD 83)
 BT1689_MARKER: DD = SURVEY DISK
 BT1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1689
 BT1689  HISTORY     - Date     Condition        Report By
 BT1689  HISTORY     - 1973     MONUMENTED       GADT
 BT1689
 BT1689                          STATION DESCRIPTION
 BT1689
 BT1689'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1689'THE STATION IS ABOUT 7.2 MILES SOUTH AND 10.9 MILES EAST OF
 BT1689'WESTON, 11.1 MILES SOUTH AND 1.8 MILE WEST OF PLAINS, 6.8 MILES
 BT1689'NORTH AND 0.9 MILE EAST OF DAWSON.
 BT1689'
 BT1689'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND 32 IN
 BT1689'DAWSON PROCEED NORTH ON GA 55 FOR 1.6 MILE TO THE INTERSECTION
 BT1689'OF GA 45, TURN RIGHT AND PROCEED NORTH ON GA 45 FOR 5.4 MILES TO
 BT1689'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 BT1689'STATION, PROCEED SOUTH ON GA 45 FOR 0.2 MILE TO THE AZIMUTH MARK
 BT1689'ON THE RIGHT.
 BT1689'
 BT1689'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1689'DEPARTMENT, STAMPED 135-204.  THE SURFACE DISK IS SET IN THE TOP
 BT1689'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1689'THE GROUND.  IT IS 5.0 FEET SOUTH OF THE POWER POLE, 3.0 FEET
 BT1689'WEST OF THE WITNESS POST, 51.0 FEET EAST OF THE CENTERLINE OF
 BT1689'GA 45.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1689'CONCRETE THAT IS 22 INCHES BELOW THE SURFACE DISK.
 BT1689'
 BT1689'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1689'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1689'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED
 BT1689'16.4 FEET SOUTH OF THE BASE OF THE GUIDE WIRE, 4.0 FEET NORTH OF
 BT1689'THE POWER POLE AND 52.0 FEET WEST OF THE CENTERLINE OF GA 45.
 BT1689'
 BT1689'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1686 ***********************************************************************
 BT1686  DESIGNATION -  BV 135 205
 BT1686  PID         -  BT1686
 BT1686  STATE/COUNTY-  GA/TERRELL
 BT1686  USGS QUAD   -  DAWSON (1973)
 BT1686
 BT1686                         *CURRENT SURVEY CONTROL
 BT1686  ___________________________________________________________________
 BT1686* NAD 83(1994)-  31 50 51.33635(N)    084 22 38.95893(W)     ADJUSTED  
 BT1686* NAVD 88     -       111.2    (meters)     365.     (feet)  VERTCON   
 BT1686  ___________________________________________________________________
 BT1686  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BT1686  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BT1686
 BT1686  HORZ ORDER  -  SECOND
 BT1686
 BT1686.The horizontal coordinates were established by classical geodetic methods
 BT1686.and adjusted by the National Geodetic Survey in September 1997..
 BT1686
 BT1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1686
 BT1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1686
 BT1686.The geoid height was determined by GEOID03.
 BT1686
 BT1686;                    North         East     Units Scale Factor Converg.
 BT1686;SPC GA W     -   204,838.246   680,047.867   MT  0.99990491   -0 06 40.5
 BT1686;SPC GA W     -   672,040.15  2,231,123.71   sFT  0.99990491   -0 06 40.5
 BT1686;UTM  16      - 3,526,540.803   748,157.775   MT  1.00035956   +1 23 04.2
 BT1686
 BT1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1686!SPC GA W     -   0.99998671  x   0.99990491  =   0.99989163
 BT1686!UTM  16      -   0.99998671  x   1.00035956  =   1.00034627
 BT1686
 BT1686|---------------------------------------------------------------------|
 BT1686| PID    Reference Object                     Distance      Geod. Az  |
 BT1686|                                                           dddmmss.s |
 BT1686| BT1687 BV 135 205 GAHD 1973 PTA             17.260 METERS 02759     |
 BT1686| CY8658 BV 135 205 AZ MK                                   1704450.2 |
 BT1686| BT1693 BRONWOOD S GA GAS MICROWAVE         APPROX. 3.6 KM 1952939.5 |
 BT1686|---------------------------------------------------------------------|
 BT1686
 BT1686                          SUPERSEDED SURVEY CONTROL
 BT1686
 BT1686  NAD 83(1986)-  31 50 51.34162(N)    084 22 38.96136(W) AD(       ) 2
 BT1686  NAD 27      -  31 50 50.74660(N)    084 22 39.26738(W) AD(       ) 2
 BT1686  NGVD 29 (07/19/86)  111.3    (m)          365.     (f) VERT ANG       
 BT1686
 BT1686.Superseded values are not recommended for survey control.
 BT1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1686.See file dsdata.txt to determine how the superseded data were derived.
 BT1686
 BT1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4815826541(NAD 83)
 BT1686_MARKER: DD = SURVEY DISK
 BT1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1686
 BT1686  HISTORY     - Date     Condition        Report By
 BT1686  HISTORY     - 1973     MONUMENTED       GADT
 BT1686
 BT1686                          STATION DESCRIPTION
 BT1686
 BT1686'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1686'THE STATION IS ABOUT 1.4 MILE NORTH AND 0.8 MILE WEST OF BRONWOOD,
 BT1686'5.2 MILES NORTH AND 4.0 MILES EAST OF DAWSON, 3.1 MILES SOUTH AND
 BT1686'7.8 MILES EAST OF PARROTT.
 BT1686'
 BT1686'TO REACH THE STATION FROM THE INTERSECTION OF GA 118 AND PAVED
 BT1686'COUNTY ROAD NO. S-1985 IN BRONWOOD, PROCEED SOUTHWEST ON PAVED
 BT1686'COUNTY ROAD NO. S-1985 FOR 0.1 MILE TO THE INTERSECTION OF PAVED
 BT1686'COUNTY ROAD NO. 77 ON THE RIGHT, TURN RIGHT AND PROCEED NORTHWEST
 BT1686'ON PAVED COUNTY ROAD NO. 77 FOR 1.4 MILE TO THE STATION ON THE
 BT1686'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED
 BT1686'SOUTHEAST ON PAVED COUNTY ROAD NO. 77 FOR 0.35 MILE TO THE
 BT1686'AZIMUTH MARK ON THE LEFT.
 BT1686'
 BT1686'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1686'DEPARTMENT, STAMPED 135-205.  THE SURFACE DISK IS SET IN THE TOP
 BT1686'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1686'THE GROUND.  IT IS 40.0 FEET WEST OF THE CENTERLINE OF THE PAVED
 BT1686'ROAD, 3.0 FEET EAST OF THE FENCE, 3.0 FEET NORTH OF THE WITNESS
 BT1686'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1686'CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1686'
 BT1686'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1686'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1686'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 40.0 FEET
 BT1686'WEST OF THE CENTERLINE OF THE PAVED ROAD, 2.0 FEET EAST OF THE
 BT1686'FENCE, 31.0 FEET SOUTH OF THE FENCE CORNER.
 BT1686'
 BT1686'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1715 ***********************************************************************
 BT1715  DESIGNATION -  BV 135 206
 BT1715  PID         -  BT1715
 BT1715  STATE/COUNTY-  GA/TERRELL
 BT1715  USGS QUAD   -  BOTTSFORD (1973)
 BT1715
 BT1715                         *CURRENT SURVEY CONTROL
 BT1715  ___________________________________________________________________
 BT1715* NAD 83(1994)-  31 54 29.27659(N)    084 26 20.18140(W)     ADJUSTED  
 BT1715* NAVD 88     -       122.0    (meters)     400.     (feet)  VERTCON   
 BT1715  ___________________________________________________________________
 BT1715  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BT1715  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT1715
 BT1715  HORZ ORDER  -  SECOND
 BT1715
 BT1715.The horizontal coordinates were established by classical geodetic methods
 BT1715.and adjusted by the National Geodetic Survey in September 1997..
 BT1715
 BT1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1715
 BT1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1715
 BT1715.The geoid height was determined by GEOID03.
 BT1715
 BT1715;                    North         East     Units Scale Factor Converg.
 BT1715;SPC GA W     -   211,563.388   674,249.018   MT  0.99990818   -0 08 38.1
 BT1715;SPC GA W     -   694,104.22  2,212,098.65   sFT  0.99990818   -0 08 38.1
 BT1715;UTM  16      - 3,533,115.016   742,182.615   MT  1.00032341   +1 21 15.6
 BT1715
 BT1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1715!SPC GA W     -   0.99998501  x   0.99990818  =   0.99989319
 BT1715!UTM  16      -   0.99998501  x   1.00032341  =   1.00030841
 BT1715
 BT1715:                Primary Azimuth Mark                     Grid Az
 BT1715:SPC GA W     -  BV 135 206 AZ MK                         064 20 29.4
 BT1715:UTM  16      -  BV 135 206 AZ MK                         062 50 35.7
 BT1715
 BT1715|---------------------------------------------------------------------|
 BT1715| PID    Reference Object                     Distance      Geod. Az  |
 BT1715|                                                           dddmmss.s |
 BT1715| CY8659 BV 135 206 AZ MK                                   0641151.3 |
 BT1715| BT1718 BV 135 206 GAHD 1973 PTA             18.202 METERS 23530     |
 BT1715|---------------------------------------------------------------------|
 BT1715
 BT1715                          SUPERSEDED SURVEY CONTROL
 BT1715
 BT1715  NAD 83(1986)-  31 54 29.28195(N)    084 26 20.18293(W) AD(       ) 2
 BT1715  NAD 27      -  31 54 28.69912(N)    084 26 20.49214(W) AD(       ) 2
 BT1715  NGVD 29 (07/19/86)  122.1    (m)          401.     (f) VERT ANG       
 BT1715
 BT1715.Superseded values are not recommended for survey control.
 BT1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1715.See file dsdata.txt to determine how the superseded data were derived.
 BT1715
 BT1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4218333115(NAD 83)
 BT1715_MARKER: DD = SURVEY DISK
 BT1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1715
 BT1715  HISTORY     - Date     Condition        Report By
 BT1715  HISTORY     - 1973     MONUMENTED       GADT
 BT1715
 BT1715                          STATION DESCRIPTION
 BT1715
 BT1715'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1715'THE STATION IS ABOUT 10.8 MILES WEST AND 0.6 MILES NORTH OF
 BT1715'SMITHVILLE, 5.0 MILES SOUTH AND 0.3 MILE WEST OF BOTTSFORD,
 BT1715'9.5 MILES NORTH AND 0.6 MILES EAST OF DAWSON.
 BT1715'
 BT1715'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND COUNTY
 BT1715'ROAD NO. S-1527 IN PARROTT, PROCEED SOUTHEAST ON GA 55 FOR 1.3
 BT1715'MILE TO THE INTERSECTION OF PAVED COUNTY ROAD NO. S-1984 ON THE
 BT1715'LEFT, TURN LEFT AND PROCEED EAST ON COUNTY ROAD NO. S-1984 FOR
 BT1715'2.2 MILES TO THE INTERSECTION OF PAVED COUNTY CROSS-ROAD NO. 64,
 BT1715'TURN LEFT AND PROCEED NORTH ON THE PAVED ROAD FOR 3.1 MILES TO
 BT1715'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 BT1715'STATION PROCEED NORTH ON COUNTY ROAD NO. 64 FOR 0.35 MILE TO
 BT1715'THE AZIMUTH MARK ON THE LEFT.
 BT1715'
 BT1715'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1715'DEPARTMENT, STAMPED 135-206.  THE SURFACE DISK IS SET IN THE TOP
 BT1715'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1715'GROUND.  IT IS 135.0 FEET NORTHEAST OF THE NORTHEAST END OF THE
 BT1715'CONCRETE PIPE, 2.5 FEET SOUTHEAST OF THE WITNESS POST, AND 42.5
 BT1715'FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.  THE
 BT1715'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.58
 BT1715'FEET BELOW THE SURFACE DISK.
 BT1715'
 BT1715'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1715'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1715'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 14.2 FEET
 BT1715'SOUTH OF THE TELEPHONE PEDESTAL, 51.0 FEET SOUTHEAST OF THE POWER
 BT1715'POLE AND 13.7 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.
 BT1715'
 BT1715'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1705 ***********************************************************************
 BT1705  DESIGNATION -  BV 135 207
 BT1705  PID         -  BT1705
 BT1705  STATE/COUNTY-  GA/TERRELL
 BT1705  USGS QUAD   -  DAWSON (1973)
 BT1705
 BT1705                         *CURRENT SURVEY CONTROL
 BT1705  ___________________________________________________________________
 BT1705* NAD 83(1994)-  31 50 04.99162(N)    084 26 05.48477(W)     ADJUSTED  
 BT1705* NAVD 88     -       125.1    (meters)     410.     (feet)  VERTCON   
 BT1705  ___________________________________________________________________
 BT1705  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BT1705  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT1705
 BT1705  HORZ ORDER  -  SECOND
 BT1705
 BT1705.The horizontal coordinates were established by classical geodetic methods
 BT1705.and adjusted by the National Geodetic Survey in September 1997..
 BT1705
 BT1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1705
 BT1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1705
 BT1705.The geoid height was determined by GEOID03.
 BT1705
 BT1705;                    North         East     Units Scale Factor Converg.
 BT1705;SPC GA W     -   203,422.888   674,615.007   MT  0.99990794   -0 08 29.3
 BT1705;SPC GA W     -   667,396.59  2,213,299.40   sFT  0.99990794   -0 08 29.3
 BT1705;UTM  16      - 3,524,983.462   742,761.346   MT  1.00032688   +1 21 13.3
 BT1705
 BT1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1705!SPC GA W     -   0.99998453  x   0.99990794  =   0.99989247
 BT1705!UTM  16      -   0.99998453  x   1.00032688  =   1.00031140
 BT1705
 BT1705:                Primary Azimuth Mark                     Grid Az
 BT1705:SPC GA W     -  BV 135 207 AZ MK                         039 47 16.2
 BT1705:UTM  16      -  BV 135 207 AZ MK                         038 17 33.6
 BT1705
 BT1705|---------------------------------------------------------------------|
 BT1705| PID    Reference Object                     Distance      Geod. Az  |
 BT1705|                                                           dddmmss.s |
 BT1705| CY8660 BV 135 207 AZ MK                                   0393846.9 |
 BT1705| BT1706 BV 135 207 GAHD 1973 PTA             19.572 METERS 04103     |
 BT1705|---------------------------------------------------------------------|
 BT1705
 BT1705                          SUPERSEDED SURVEY CONTROL
 BT1705
 BT1705  NAD 83(1986)-  31 50 04.99718(N)    084 26 05.48734(W) AD(       ) 2
 BT1705  NAD 27      -  31 50 04.40106(N)    084 26 05.78764(W) AD(       ) 2
 BT1705  NGVD 29 (07/19/86)  125.2    (m)          411.     (f) VERT ANG       
 BT1705
 BT1705.Superseded values are not recommended for survey control.
 BT1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1705.See file dsdata.txt to determine how the superseded data were derived.
 BT1705
 BT1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4276124983(NAD 83)
 BT1705_MARKER: DD = SURVEY DISK
 BT1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1705
 BT1705  HISTORY     - Date     Condition        Report By
 BT1705  HISTORY     - 1973     MONUMENTED       GADT
 BT1705
 BT1705                          STATION DESCRIPTION
 BT1705
 BT1705'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1705'THE STATION IS ABOUT 4.3 MILES NORTH AND 0.6 MILE EAST OF DAWSON,
 BT1705'3.9 MILES SOUTH AND 4.2 MILES EAST OF PARROTT, 0.6 MILE NORTH AND
 BT1705'4.2 MILES WEST OF BRONWOOD.
 BT1705'
 BT1705'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND 32 IN
 BT1705'DAWSON, PROCEED NORTH ON GA 55 FOR 1.6 MILE TO GA 45, TURN RIGHT
 BT1705'AND PROCEED NORTH ON GA 45 FOR 2.9 MILES TO THE STATION ON THE
 BT1705'LEFT.  TO REACH THE AZIMUTH MARK PROCEED NORTH ON GA 45 FROM THE
 BT1705'STATION FOR 1.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1705'
 BT1705'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1705'DEPARTMENT, STAMPED 135-207.  THE SURFACE DISK IS SET IN THE TOP
 BT1705'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1705'GROUND.  IT IS 3.0 FEET NORTH OF THE WITNESS POST, 21.3 FEET EAST
 BT1705'OF THE POWER POLE, 35.4 FEET WEST OF THE CENTERLINE OF GA 45.
 BT1705'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 BT1705'IS 1.9 FEET BELOW THE SURFACE DISK.
 BT1705'
 BT1705'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1705'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1705'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1705'IS 77.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE,
 BT1705'55.0 FEET WEST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE, 38.0
 BT1705'FEET EAST OF THE CENTERLINE OF GA 55.
 BT1705'
 BT1705'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1975 ***********************************************************************
 BT1975  DESIGNATION -  BV 135 208
 BT1975  PID         -  BT1975
 BT1975  STATE/COUNTY-  GA/TERRELL
 BT1975  USGS QUAD   -  SHELLMAN (1972)
 BT1975
 BT1975                         *CURRENT SURVEY CONTROL
 BT1975  ___________________________________________________________________
 BT1975* NAD 83(1994)-  31 51 26.19657(N)    084 31 51.86291(W)     ADJUSTED  
 BT1975* NAVD 88     -       134.0    (meters)     440.     (feet)  VERTCON   
 BT1975  ___________________________________________________________________
 BT1975  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BT1975  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BT1975
 BT1975  HORZ ORDER  -  SECOND
 BT1975
 BT1975.The horizontal coordinates were established by classical geodetic methods
 BT1975.and adjusted by the National Geodetic Survey in September 1997..
 BT1975
 BT1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1975
 BT1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1975
 BT1975.The geoid height was determined by GEOID03.
 BT1975
 BT1975;                    North         East     Units Scale Factor Converg.
 BT1975;SPC GA W     -   205,950.385   665,516.210   MT  0.99991466   -0 11 32.4
 BT1975;SPC GA W     -   675,688.89  2,183,447.77   sFT  0.99991466   -0 11 32.4
 BT1975;UTM  16      - 3,527,273.507   733,596.120   MT  1.00027302   +1 18 13.3
 BT1975
 BT1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1975!SPC GA W     -   0.99998311  x   0.99991466  =   0.99989777
 BT1975!UTM  16      -   0.99998311  x   1.00027302  =   1.00025613
 BT1975
 BT1975|---------------------------------------------------------------------|
 BT1975| PID    Reference Object                     Distance      Geod. Az  |
 BT1975|                                                           dddmmss.s |
 BT1975| BT1972 BV 135 208 GAHD 1973 PTA             13.247 METERS 12624     |
 BT1975| CY8661 BV 135 208 AZ MK                                   1463838.7 |
 BT1975|---------------------------------------------------------------------|
 BT1975
 BT1975                          SUPERSEDED SURVEY CONTROL
 BT1975
 BT1975  NAD 83(1994)-  31 51 26.20261(N)    084 31 51.86488(W) AD(       ) 2
 BT1975  NAD 83(1986)-  31 51 26.20261(N)    084 31 51.86485(W) AD(       ) 2
 BT1975  NAD 27      -  31 51 25.61255(N)    084 31 52.16398(W) AD(       ) 2
 BT1975  NGVD 29 (07/19/86)  134.1    (m)          440.     (f) VERT ANG       
 BT1975
 BT1975.Superseded values are not recommended for survey control.
 BT1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1975.See file dsdata.txt to determine how the superseded data were derived.
 BT1975
 BT1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3359627274(NAD 83)
 BT1975_MARKER: DD = SURVEY DISK
 BT1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1975
 BT1975  HISTORY     - Date     Condition        Report By
 BT1975  HISTORY     - 1973     MONUMENTED       GADT
 BT1975
 BT1975                          STATION DESCRIPTION
 BT1975
 BT1975'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1975'THE STATION IS LOCATED APPROXIMATELY 8.3 MILES NORTHEAST OF
 BT1975'SHELLMAN, 7.7 MILES NORTHWEST OF DAWSON, 9.6 MILES SOUTHEAST OF
 BT1975'WESTON.
 BT1975'
 BT1975'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND PAVED
 BT1975'COUNTY ROAD NO. S-1527 PROCEED WEST ON PAVED COUNTY ROAD NO. S-1527
 BT1975'FOR 2.9 MILES TO THE PAVED COUNTY ROAD NO. S-529 PROCEED SOUTHEAST
 BT1975'ON COUNTY ROAD NO. S-529 FOR 2.2 MILES TO THE STATION ON THE
 BT1975'RIGHT.
 BT1975'
 BT1975'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1975'DEPARTMENT, STAMPED 135-208.  THE SURFACE DISK IS SET IN THE TOP
 BT1975'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1975'GROUND.  IT IS 27.8 FEET EAST OF THE CENTERLINE OF THE PAVED
 BT1975'ROAD, 66.0 FEET EAST OF A POWER POLE, 2.0 FEET NORTH OF A WITNESS
 BT1975'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1975'CONCRETE 2.2 FEET BELOW THE SURFACE DISK.
 BT1975'
 BT1975'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTHEAST ON
 BT1975'COUNTY PAVED ROAD NO. S-529 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 BT1975'LEFT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK SET IN THE TOP
 BT1975'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1975'GROUND.  IT IS 19.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BT1975'CONCRETE PIPE, 3.0 FEET NORTH OF A POWER POLE, 25.0 FEET EAST OF
 BT1975'THE CENTERLINE OF A PAVED ROAD.
 BT1975'
 BT1975'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0217 ***********************************************************************
 BT0217  DESIGNATION -  BV 135 209
 BT0217  PID         -  BT0217
 BT0217  STATE/COUNTY-  GA/TERRELL
 BT0217  USGS QUAD   -  DAWSON (1973)
 BT0217
 BT0217                         *CURRENT SURVEY CONTROL
 BT0217  ___________________________________________________________________
 BT0217* NAD 83(1994)-  31 50 51.70760(N)    084 28 23.35262(W)     ADJUSTED  
 BT0217* NAVD 88     -       126.883  (meters)     416.28   (feet)  ADJUSTED  
 BT0217  ___________________________________________________________________
 BT0217  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BT0217  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BT0217  DYNAMIC HT  -         126.732 (meters)     415.79  (feet)  COMP
 BT0217  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 BT0217
 BT0217  HORZ ORDER  -  SECOND
 BT0217  VERT ORDER  -  FIRST     CLASS I
 BT0217
 BT0217.The horizontal coordinates were established by classical geodetic methods
 BT0217.and adjusted by the National Geodetic Survey in September 1997..
 BT0217
 BT0217.The orthometric height was determined by differential leveling
 BT0217.and adjusted by the National Geodetic Survey in June 1991..
 BT0217
 BT0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0217
 BT0217.The geoid height was determined by GEOID03.
 BT0217
 BT0217.The dynamic height is computed by dividing the NAVD 88
 BT0217.geopotential number by the normal gravity value computed on the
 BT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0217.degrees latitude (g = 980.6199 gals.).
 BT0217
 BT0217.The modeled gravity was interpolated from observed gravity values.
 BT0217
 BT0217;                    North         East     Units Scale Factor Converg.
 BT0217;SPC GA W     -   204,871.247   670,994.164   MT  0.99991037   -0 09 42.2
 BT0217;SPC GA W     -   672,148.42  2,201,420.02   sFT  0.99991037   -0 09 42.2
 BT0217;UTM  16      - 3,526,337.385   739,102.450   MT  1.00030513   +1 20 02.2
 BT0217
 BT0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0217!SPC GA W     -   0.99998424  x   0.99991037  =   0.99989461
 BT0217!UTM  16      -   0.99998424  x   1.00030513  =   1.00028937
 BT0217
 BT0217:                Primary Azimuth Mark                     Grid Az
 BT0217:SPC GA W     -  DAWSON RAD STA WDWD MAST                 157 46 10.0
 BT0217:UTM  16      -  DAWSON RAD STA WDWD MAST                 156 16 25.6
 BT0217
 BT0217|---------------------------------------------------------------------|
 BT0217| PID    Reference Object                     Distance      Geod. Az  |
 BT0217|                                                           dddmmss.s |
 BT0217| BT1691 DAWSON RAD STA WDWD MAST            APPROX. 4.7 KM 1573627.8 |
 BT0217| CY8662 BV 135 209 AZ MK                                   1590445.8 |
 BT0217| BT1685 BV 135 209 GAHD 1973 PTA             24.127 METERS 16742     |
 BT0217|---------------------------------------------------------------------|
 BT0217
 BT0217                          SUPERSEDED SURVEY CONTROL
 BT0217
 BT0217  NAD 83(1986)-  31 50 51.71321(N)    084 28 23.35471(W) AD(       ) 2
 BT0217  NAD 27      -  31 50 51.12382(N)    084 28 23.65925(W) AD(       ) 2
 BT0217  NGVD 29 (??/??/92)  126.98   (m)          416.6    (f) COMPUTED    1 1
 BT0217
 BT0217.Superseded values are not recommended for survey control.
 BT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0217.See file dsdata.txt to determine how the superseded data were derived.
 BT0217
 BT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3910226337(NAD 83)
 BT0217_MARKER: DD = SURVEY DISK
 BT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0217_STAMPING: BV 135 209
 BT0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0217+STABILITY: SURFACE MOTION
 BT0217
 BT0217  HISTORY     - Date     Condition        Report By
 BT0217  HISTORY     - 1973     MONUMENTED       GADT
 BT0217  HISTORY     - 1974     GOOD             NGS
 BT0217
 BT0217                          STATION DESCRIPTION
 BT0217
 BT0217'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT0217'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES NORTHWEST OF
 BT0217'DAWSON, 6.4 MILES NORTHWEST OF BRONWOOD AND 10.6 MILES NORTHEAST
 BT0217'OF SHELLMAN.
 BT0217'
 BT0217'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND COUNTY
 BT0217'PAVED ROAD NO. S-1527 IN PARROTT, PROCEED SOUTH ON GA. 55 FOR
 BT0217'3.8 MILES TO THE STATION ON THE RIGHT.
 BT0217'
 BT0217'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT0217'DEPARTMENT, STAMPED 135-209.  THE SURFACE DISK IS SET IN THE
 BT0217'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT0217'WITH THE GROUND.  IT IS 54.0 FEET SOUTH OF A TELEPHONE PEDESTAL,
 BT0217'33.3 FEET EAST OF THE CENTERLINE OF GA. 55, 2.5 FEET WEST OF A
 BT0217'WITNESS POST.  THERE IS NO UNDERGROUND MARKER.
 BT0217'
 BT0217'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON GA. 55
 BT0217'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK IS
 BT0217'A STANDARD BRASS DISK SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT0217'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED
 BT0217'8.0 FEET EAST OF A POWER POLE, 35.5 FEET WEST OF THE CENTERLINE
 BT0217'OF GA. 55.
 BT0217'
 BT0217'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 BT0217
 BT0217                          STATION RECOVERY (1974)
 BT0217
 BT0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0217'5 MI NW FROM DAWSON.
 BT0217'5.05 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BT0217'THE STATION AT DAWSON.  64.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 BT0217'33.6 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 55.  2.8 FEET
 BT0217'SOUTHWEST OF A METAL WITNESS POST WITH A SIGN.  SET IN THE TOP OF
 BT0217'A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2.0 FEET BELOW THE
 BT0217'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1672 ***********************************************************************
 BT1672  DESIGNATION -  BV 135 210
 BT1672  PID         -  BT1672
 BT1672  STATE/COUNTY-  GA/TERRELL
 BT1672  USGS QUAD   -  BRONWOOD (1973)
 BT1672
 BT1672                         *CURRENT SURVEY CONTROL
 BT1672  ___________________________________________________________________
 BT1672* NAD 83(1994)-  31 48 06.96812(N)    084 21 35.20145(W)     ADJUSTED  
 BT1672* NAVD 88     -       106.6    (meters)     350.     (feet)  VERTCON   
 BT1672  ___________________________________________________________________
 BT1672  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BT1672  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1672
 BT1672  HORZ ORDER  -  SECOND
 BT1672
 BT1672.The horizontal coordinates were established by classical geodetic methods
 BT1672.and adjusted by the National Geodetic Survey in September 1997..
 BT1672
 BT1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1672
 BT1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1672
 BT1672.The geoid height was determined by GEOID03.
 BT1672
 BT1672;                    North         East     Units Scale Factor Converg.
 BT1672;SPC GA W     -   199,772.910   681,714.982   MT  0.99990412   -0 06 06.4
 BT1672;SPC GA W     -   655,421.62  2,236,593.24   sFT  0.99990412   -0 06 06.4
 BT1672;UTM  16      - 3,521,518.366   749,957.286   MT  1.00037062   +1 23 31.5
 BT1672
 BT1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1672!SPC GA W     -   0.99998744  x   0.99990412  =   0.99989156
 BT1672!UTM  16      -   0.99998744  x   1.00037062  =   1.00035806
 BT1672
 BT1672|---------------------------------------------------------------------|
 BT1672| PID    Reference Object                     Distance      Geod. Az  |
 BT1672|                                                           dddmmss.s |
 BT1672| BT1673 BV 135 210 GAHD 1973 PTA             12.188 METERS 01359     |
 BT1672| BT1693 BRONWOOD S GA GAS MICROWAVE         APPROX. 3.1 KM 3002632.3 |
 BT1672| CY8663 BV 135 210 AZ MK                                   3590507.3 |
 BT1672|---------------------------------------------------------------------|
 BT1672
 BT1672                          SUPERSEDED SURVEY CONTROL
 BT1672
 BT1672  NAD 83(1986)-  31 48 06.97324(N)    084 21 35.20428(W) AD(       ) 2
 BT1672  NAD 27      -  31 48 06.37338(N)    084 21 35.51257(W) AD(       ) 2
 BT1672  NGVD 29 (07/19/86)  106.7    (m)          350.     (f) VERT ANG       
 BT1672
 BT1672.Superseded values are not recommended for survey control.
 BT1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1672.See file dsdata.txt to determine how the superseded data were derived.
 BT1672
 BT1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4995721518(NAD 83)
 BT1672_MARKER: DD = SURVEY DISK
 BT1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1672
 BT1672  HISTORY     - Date     Condition        Report By
 BT1672  HISTORY     - 1973     MONUMENTED       GADT
 BT1672
 BT1672                          STATION DESCRIPTION
 BT1672
 BT1672'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1672'THE STATION IS ABOUT 1.8 MILE SOUTH AND 0.3 MILE EAST OF
 BT1672'BRONWOOD, 5.7 MILES NORTH AND 0.6 MILE WEST OF SASSER, 2.2 MILES
 BT1672'NORTH AND 4.9 MILES EAST OF DAWSON.
 BT1672'
 BT1672'TO REACH THE STATION FROM THE INTERSECTION OF GA 118 AND PAVED
 BT1672'COUNTY ROAD NO. S-1619 IN BRONWOOD, PROCEED SOUTH ON PAVED COUNTY
 BT1672'ROAD NO. S-1619 FOR 2.2 MILES TO THE STATION ON THE RIGHT.  TO
 BT1672'REACH THE AZIMUTH MARK, PROCEED NORTH ON PAVED COUNTY ROAD
 BT1672'NO. S-1619 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON
 BT1672'THE RIGHT.
 BT1672'
 BT1672'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1672'DEPARTMENT, STAMPED 135-210.  THE SURFACE DISK IS SET IN THE TOP
 BT1672'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1672'THE GROUND.  IT IS 5.0 FEET EAST OF THE FENCE, 36.2 FEET WEST OF
 BT1672'THE CENTERLINE OF THE PAVED ROAD, 15.3 FEET NORTHEAST OF THE
 BT1672'FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1672'OF CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1672'
 BT1672'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1672'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1672'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 105.6
 BT1672'FEET SOUTH OF THE TELEPHONE PEDESTAL, 112.5 FEET SOUTHEAST OF THE
 BT1672'CONCRETE PIPE, 33.2 FEET EAST OF THE CENTERLINE OF THE PAVED
 BT1672'ROAD.
 BT1672'
 BT1672'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1976 ***********************************************************************
 BT1976  DESIGNATION -  BV 135 211
 BT1976  PID         -  BT1976
 BT1976  STATE/COUNTY-  GA/TERRELL
 BT1976  USGS QUAD   -  SHELLMAN (1972)
 BT1976
 BT1976                         *CURRENT SURVEY CONTROL
 BT1976  ___________________________________________________________________
 BT1976* NAD 83(1994)-  31 48 21.73557(N)    084 31 48.20803(W)     ADJUSTED  
 BT1976* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 BT1976  ___________________________________________________________________
 BT1976  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BT1976  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT1976
 BT1976  HORZ ORDER  -  SECOND
 BT1976
 BT1976.The horizontal coordinates were established by classical geodetic methods
 BT1976.and adjusted by the National Geodetic Survey in September 1997..
 BT1976
 BT1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1976
 BT1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1976
 BT1976.The geoid height was determined by GEOID03.
 BT1976
 BT1976;                    North         East     Units Scale Factor Converg.
 BT1976;SPC GA W     -   200,268.983   665,593.279   MT  0.99991460   -0 11 29.5
 BT1976;SPC GA W     -   657,049.16  2,183,700.62   sFT  0.99991460   -0 11 29.5
 BT1976;UTM  16      - 3,521,594.011   733,821.466   MT  1.00027433   +1 18 08.5
 BT1976
 BT1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1976!SPC GA W     -   0.99998552  x   0.99991460  =   0.99990012
 BT1976!UTM  16      -   0.99998552  x   1.00027433  =   1.00025984
 BT1976
 BT1976|---------------------------------------------------------------------|
 BT1976| PID    Reference Object                     Distance      Geod. Az  |
 BT1976|                                                           dddmmss.s |
 BT1976| BT1974 BV 135 211 GAHD 1973 PTA             17.693 METERS 12721     |
 BT1976| CY8664 BV 135 211 AZ MK                                   3154337.0 |
 BT1976|---------------------------------------------------------------------|
 BT1976
 BT1976                          SUPERSEDED SURVEY CONTROL
 BT1976
 BT1976  NAD 83(1994)-  31 48 21.74155(N)    084 31 48.21014(W) AD(       ) 2
 BT1976  NAD 83(1986)-  31 48 21.74158(N)    084 31 48.21002(W) AD(       ) 2
 BT1976  NAD 27      -  31 48 21.15170(N)    084 31 48.51273(W) AD(       ) 2
 BT1976  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG       
 BT1976
 BT1976.Superseded values are not recommended for survey control.
 BT1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1976.See file dsdata.txt to determine how the superseded data were derived.
 BT1976
 BT1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3382121594(NAD 83)
 BT1976_MARKER: DD = SURVEY DISK
 BT1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1976
 BT1976  HISTORY     - Date     Condition        Report By
 BT1976  HISTORY     - 1973     MONUMENTED       GADT
 BT1976
 BT1976                          STATION DESCRIPTION
 BT1976
 BT1976'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1976'THE STATION IS ABOUT 3.1 MILES NORTH AND 4.9 MILES EAST OF
 BT1976'SHELLMAN, 2.3 MILES NORTH AND 5.1 MILES WEST OF DAWSON, 5.9 MILES
 BT1976'SOUTH AND 1.1 MILE WEST OF PARROTT.
 BT1976'
 BT1976'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND LEE
 BT1976'STREET (PAVED COUNTY ROAD NO. S-1163) IN DAWSON PROCEED WEST ON LEE
 BT1976'STREET (PAVED COUNTY ROAD NO.S-1163) FOR 5.95 MILES TO THE STATION
 BT1976'ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED WEST ON PAVED
 BT1976'COUNTY ROAD NO. S-1163 FROM THE STATION FOR 0.3 MILE TO THE
 BT1976'AZIMUTH MARK ON THE LEFT.
 BT1976'
 BT1976'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1976'DEPARTMENT, STAMPED 135-211.  THE SURFACE DISK IS SET IN THE TOP
 BT1976'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1976'GROUND.  IT IS 4.5 FEET NORTHEAST OF THE FENCE, 42.3 FEET
 BT1976'SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 2.5 FEET NORTHWEST
 BT1976'OF THE WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BT1976'IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE DISK.
 BT1976'
 BT1976'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1976'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 BT1976'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 27.0 FEET
 BT1976'SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 270.0 FEET
 BT1976'SOUTHEAST OF THE POWER POLE, 125.0 FEET NORTHWEST OF THE POWER
 BT1976'POLE.
 BT1976'
 BT1976'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1977 ***********************************************************************
 BT1977  DESIGNATION -  BV 135 212
 BT1977  PID         -  BT1977
 BT1977  STATE/COUNTY-  GA/TERRELL
 BT1977  USGS QUAD   -  SHELLMAN (1972)
 BT1977
 BT1977                         *CURRENT SURVEY CONTROL
 BT1977  ___________________________________________________________________
 BT1977* NAD 83(1994)-  31 47 33.16678(N)    084 34 58.43842(W)     ADJUSTED  
 BT1977* NAVD 88     -       128.6    (meters)     422.     (feet)  VERTCON   
 BT1977  ___________________________________________________________________
 BT1977  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BT1977  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BT1977
 BT1977  HORZ ORDER  -  SECOND
 BT1977
 BT1977.The horizontal coordinates were established by classical geodetic methods
 BT1977.and adjusted by the National Geodetic Survey in September 1997..
 BT1977
 BT1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1977
 BT1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1977
 BT1977.The geoid height was determined by GEOID03.
 BT1977
 BT1977;                    North         East     Units Scale Factor Converg.
 BT1977;SPC GA W     -   198,791.092   660,584.333   MT  0.99991915   -0 13 09.5
 BT1977;SPC GA W     -   652,200.44  2,167,267.10   sFT  0.99991915   -0 13 09.5
 BT1977;UTM  16      - 3,519,985.512   728,851.037   MT  1.00024597   +1 16 26.4
 BT1977
 BT1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1977!SPC GA W     -   0.99998396  x   0.99991915  =   0.99990311
 BT1977!UTM  16      -   0.99998396  x   1.00024597  =   1.00022992
 BT1977
 BT1977:                Primary Azimuth Mark                     Grid Az
 BT1977:SPC GA W     -  GRAVES SOU BELL TEL MICROWAVE            129 49 53.1
 BT1977:UTM  16      -  GRAVES SOU BELL TEL MICROWAVE            128 20 17.2
 BT1977
 BT1977|---------------------------------------------------------------------|
 BT1977| PID    Reference Object                     Distance      Geod. Az  |
 BT1977|                                                           dddmmss.s |
 BT1977| BT2001 GRAVES SOU BELL TEL MICROWAVE       APPROX.10.0 KM 1293643.6 |
 BT1977| BT1978 BV 135 212 GAHD 1973 PTA             21.267 METERS 18106     |
 BT1977| CY8665 BV 135 212 AZ MK                                   1823024.2 |
 BT1977|---------------------------------------------------------------------|
 BT1977
 BT1977                          SUPERSEDED SURVEY CONTROL
 BT1977
 BT1977  NAD 83(1994)-  31 47 33.17304(N)    084 34 58.44063(W) AD(       ) 2
 BT1977  NAD 83(1986)-  31 47 33.17314(N)    084 34 58.44049(W) AD(       ) 2
 BT1977  NAD 27      -  31 47 32.58113(N)    084 34 58.73764(W) AD(       ) 2
 BT1977  NGVD 29 (07/19/86)  128.7    (m)          422.     (f) VERT ANG       
 BT1977
 BT1977.Superseded values are not recommended for survey control.
 BT1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1977.See file dsdata.txt to determine how the superseded data were derived.
 BT1977
 BT1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2885119986(NAD 83)
 BT1977_MARKER: DD = SURVEY DISK
 BT1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1977
 BT1977  HISTORY     - Date     Condition        Report By
 BT1977  HISTORY     - 1973     MONUMENTED       GADT
 BT1977
 BT1977                          STATION DESCRIPTION
 BT1977
 BT1977'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1977'THE STATION IS ABOUT 2.5 MILES NORTH AND 1.8 MILE EAST OF SHELLMAN,
 BT1977'7.3 MILES SOUTH AND 4.0 MILES WEST OF PARROTT, 1.4 MILES NORTH
 BT1977'AND 8.0 MILES WEST OF DAWSON.
 BT1977'
 BT1977'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1977'COUNTY ROAD NO. 91524 IN GRAVES, PROCEED WEST ON U.S. 82 FOR 3.5
 BT1977'MILES TO PAVED COUNTY ROAD NO. 25, TURN RIGHT AND PROCEED NORTH ON
 BT1977'PAVED COUNTY ROAD NO. 25 FOR 0.85 MILE TO THE STATION ON THE
 BT1977'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH
 BT1977'ON COUNTY ROAD NO. 25 FOR 0.33 MILE TO THE AZIMUTH MARK ON THE
 BT1977'RIGHT.
 BT1977'
 BT1977'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1977'DEPARTMENT, STAMPED 135-212.  THE SURFACE DISK IS SET IN THE TOP OF
 BT1977'A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1977'GROUND.  IT IS 3.0 FEET NORTH OF THE WITNESS POST, 39.0 FEET EAST
 BT1977'OF THE CENTERLINE OF THE PAVED ROAD, 2.5 FEET WEST OF THE
 BT1977'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1977'CONCRETE 2.0 FEET BELOW THE SURFACE MARK.
 BT1977'
 BT1977'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1977'HIGHWAY DEPARTMENT, STAMPED AZI SET IN THE TOP OF A 10-INCH
 BT1977'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BT1977'10.4 EAST OF THE FENCE, 31.0 FEET WEST OF THE CENTERLINE OF THE
 BT1977'PAVED ROAD, 12.0 FEET NORTHEAST OF THE POWER POLE.
 BT1977'
 BT1977'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1699 ***********************************************************************
 BT1699  DESIGNATION -  BV 135 213
 BT1699  PID         -  BT1699
 BT1699  STATE/COUNTY-  GA/TERRELL
 BT1699  USGS QUAD   -  DAWSON (1973)
 BT1699
 BT1699                         *CURRENT SURVEY CONTROL
 BT1699  ___________________________________________________________________
 BT1699* NAD 83(1994)-  31 46 09.94438(N)    084 23 41.85467(W)     ADJUSTED  
 BT1699* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 BT1699  ___________________________________________________________________
 BT1699  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BT1699  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1699
 BT1699  HORZ ORDER  -  SECOND
 BT1699
 BT1699.The horizontal coordinates were established by classical geodetic methods
 BT1699.and adjusted by the National Geodetic Survey in September 1997..
 BT1699
 BT1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1699
 BT1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1699
 BT1699.The geoid height was determined by GEOID03.
 BT1699
 BT1699;                    North         East     Units Scale Factor Converg.
 BT1699;SPC GA W     -   196,175.282   678,376.209   MT  0.99990576   -0 07 12.7
 BT1699;SPC GA W     -   643,618.40  2,225,639.28   sFT  0.99990576   -0 07 12.7
 BT1699;UTM  16      - 3,517,833.282   746,711.912   MT  1.00035075   +1 22 20.1
 BT1699
 BT1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1699!SPC GA W     -   0.99998722  x   0.99990576  =   0.99989298
 BT1699!UTM  16      -   0.99998722  x   1.00035075  =   1.00033797
 BT1699
 BT1699:                Primary Azimuth Mark                     Grid Az
 BT1699:SPC GA W     -  BRONWOOD S GA GAS MICROWAVE              007 39 00.3
 BT1699:UTM  16      -  BRONWOOD S GA GAS MICROWAVE              006 09 27.5
 BT1699
 BT1699|---------------------------------------------------------------------|
 BT1699| PID    Reference Object                     Distance      Geod. Az  |
 BT1699|                                                           dddmmss.s |
 BT1699| BT1693 BRONWOOD S GA GAS MICROWAVE         APPROX. 5.2 KM 0073147.6 |
 BT1699| BT1703 BV 135 213 GAHD 1973 PTA             10.013 METERS 03740     |
 BT1699| BT1696 DAWSON S MUN TANK                   APPROX. 4.0 KM 2673424.1 |
 BT1699|---------------------------------------------------------------------|
 BT1699
 BT1699                          SUPERSEDED SURVEY CONTROL
 BT1699
 BT1699  NAD 83(1986)-  31 46 09.94982(N)    084 23 41.85770(W) AD(       ) 2
 BT1699  NAD 27      -  31 46 09.34720(N)    084 23 42.16352(W) AD(       ) 2
 BT1699  NGVD 29 (07/19/86)  108.1    (m)          355.     (f) VERT ANG       
 BT1699
 BT1699.Superseded values are not recommended for survey control.
 BT1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1699.See file dsdata.txt to determine how the superseded data were derived.
 BT1699
 BT1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4671217833(NAD 83)
 BT1699_MARKER: DD = SURVEY DISK
 BT1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1699
 BT1699  HISTORY     - Date     Condition        Report By
 BT1699  HISTORY     - 1973     MONUMENTED       GADT
 BT1699
 BT1699                          STATION DESCRIPTION
 BT1699
 BT1699'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1699'THE STATION IS ABOUT 3.0 MILES EAST OF DAWSON, 4.1 MILES SOUTH
 BT1699'AND 2.0 MILES WEST OF BRONWOOD, 3.5 MILES NORTH AND 2.5 MILES
 BT1699'WEST OF SASSER.
 BT1699'
 BT1699'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND 32 IN
 BT1699'DAWSON, PROCEED EAST ON GA 32 FOR 3.3 MILES TO PAVED COUNTY
 BT1699'ROAD NO. 107, TURN RIGHT AND PROCEED SOUTH ON PAVED COUNTY ROAD
 BT1699'NO. 107 FOR 0.18 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 BT1699'AZIMUTH MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 107 FROM THE
 BT1699'STATION FOR 0.18 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1699'
 BT1699'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1699'DEPARTMENT, STAMPED 135-213.  THE SURFACE DISK IS SET IN THE TOP
 BT1699'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1699'GROUND.  IT IS 6.3 FEET EAST OF THE FENCE, 34.0 FEET WEST OF THE
 BT1699'CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BT1699'IRREGULAR MASS OF CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1699'
 BT1699'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1699'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1699'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1699'IS 38.0 FEET EAST OF THE CENTERLINE OF PAVED ROAD NO. 107, 70.0
 BT1699'FEET SOUTH OF THE CENTERLINE OF GA 32.
 BT1699'
 BT1699'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1645 ***********************************************************************
 BT1645  DESIGNATION -  BV 135 214
 BT1645  PID         -  BT1645
 BT1645  STATE/COUNTY-  GA/TERRELL
 BT1645  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1645
 BT1645                         *CURRENT SURVEY CONTROL
 BT1645  ___________________________________________________________________
 BT1645* NAD 83(1994)-  31 43 27.96530(N)    084 27 43.35499(W)     ADJUSTED  
 BT1645* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 BT1645  ___________________________________________________________________
 BT1645  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BT1645  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT1645
 BT1645  HORZ ORDER  -  SECOND
 BT1645
 BT1645.The horizontal coordinates were established by classical geodetic methods
 BT1645.and adjusted by the National Geodetic Survey in September 1997..
 BT1645
 BT1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1645
 BT1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1645
 BT1645.The geoid height was determined by GEOID03.
 BT1645
 BT1645;                    North         East     Units Scale Factor Converg.
 BT1645;SPC GA W     -   191,201.976   672,008.547   MT  0.99990966   -0 09 19.2
 BT1645;SPC GA W     -   627,301.82  2,204,748.04   sFT  0.99990966   -0 09 19.2
 BT1645;UTM  16      - 3,512,693.742   740,473.208   MT  1.00031326   +1 20 06.7
 BT1645
 BT1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1645!SPC GA W     -   0.99998826  x   0.99990966  =   0.99989792
 BT1645!UTM  16      -   0.99998826  x   1.00031326  =   1.00030151
 BT1645
 BT1645:                Primary Azimuth Mark                     Grid Az
 BT1645:SPC GA W     -  DAWSON CO CTHSE CLOCK TOWER              016 00 56.8
 BT1645:UTM  16      -  DAWSON CO CTHSE CLOCK TOWER              014 31 30.9
 BT1645
 BT1645|---------------------------------------------------------------------|
 BT1645| PID    Reference Object                     Distance      Geod. Az  |
 BT1645|                                                           dddmmss.s |
 BT1645| BT1704 DAWSON CO CTHSE CLOCK TOWER         APPROX. 5.6 KM 0155137.6 |
 BT1645| BT1696 DAWSON S MUN TANK                   APPROX. 5.4 KM 0263010.7 |
 BT1645| BT1644 BV 135 214 GADT 1973 PTA             17.286 METERS 06814     |
 BT1645| CY8667 BV 135 214 AZ MK                                   0882426.6 |
 BT1645| BT2001 GRAVES SOU BELL TEL MICROWAVE       APPROX. 3.9 KM 2871733.9 |
 BT1645|---------------------------------------------------------------------|
 BT1645
 BT1645                          SUPERSEDED SURVEY CONTROL
 BT1645
 BT1645  NAD 83(1986)-  31 43 27.97117(N)    084 27 43.35830(W) AD(       ) 2
 BT1645  NAD 27      -  31 43 27.37193(N)    084 27 43.65780(W) AD(       ) 2
 BT1645  NGVD 29 (07/19/86)  101.5    (m)          333.     (f) VERT ANG       
 BT1645
 BT1645.Superseded values are not recommended for survey control.
 BT1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1645.See file dsdata.txt to determine how the superseded data were derived.
 BT1645
 BT1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4047312694(NAD 83)
 BT1645_MARKER: DD = SURVEY DISK
 BT1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1645
 BT1645  HISTORY     - Date     Condition        Report By
 BT1645  HISTORY     - 1973     MONUMENTED       GADT
 BT1645
 BT1645                          STATION DESCRIPTION
 BT1645
 BT1645'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1645'THE STATION IS ABOUT 3.2 MILES SOUTH AND 1.0 MILE WEST OF DAWSON,
 BT1645'1.4 MILES NORTH AND 4.7 MILES WEST OF CHICKASAWHATCHEE AND 1.3
 BT1645'MILES WEST OF HEROD.
 BT1645'
 BT1645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 BT1645'STATE HIGHWAY 55 IN DAWSON, GO SOUTH ON HIGHWAY 55 FOR 3.05 MILES
 BT1645'TO THE JUNCTION WITH COUNTY ROAD 11.  TURN RIGHT AND GO WEST ON
 BT1645'ROAD 11 FOR 0.7 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BT1645'AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY ROAD 11 FOR 0.35
 BT1645'MILE TO THE MARK ON THE LEFT.
 BT1645'
 BT1645'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1645'OF TRANSPORTATION, STAMPED 135-214.  THE SURFACE DISK IS SET IN
 BT1645'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 BT1645'FLUSH WITH THE GROUND.  IT IS 38.0 FEET SOUTH OF THE CENTER OF
 BT1645'COUNTY ROAD 11, 2.8 FEET NORTH OF A FENCE AND 2.4 FEET EAST OF A
 BT1645'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 BT1645'OF CONCRETE 1.7 FEET BELOW THE GROUND SURFACE.
 BT1645'
 BT1645'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1645'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1645'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1645'IS 1.6 FEET SOUTH OF A FENCE, 41.0 FEET NORTH OF THE CENTER OF
 BT1645'COUNTY ROAD 11 AND 175.0 FEET WEST OF A POWER LINE POLE.
 BT1645'
 BT1645'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2002 ***********************************************************************
 BT2002  DESIGNATION -  BV 135 215
 BT2002  PID         -  BT2002
 BT2002  STATE/COUNTY-  GA/TERRELL
 BT2002  USGS QUAD   -  DOVEREL (1973)
 BT2002
 BT2002                         *CURRENT SURVEY CONTROL
 BT2002  ___________________________________________________________________
 BT2002* NAD 83(1994)-  31 44 05.22399(N)    084 30 05.15682(W)     ADJUSTED  
 BT2002* NAVD 88     -       116.0    (meters)     381.     (feet)  VERTCON   
 BT2002  ___________________________________________________________________
 BT2002  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BT2002  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT2002
 BT2002  HORZ ORDER  -  SECOND
 BT2002
 BT2002.The horizontal coordinates were established by classical geodetic methods
 BT2002.and adjusted by the National Geodetic Survey in September 1997..
 BT2002
 BT2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2002
 BT2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2002
 BT2002.The geoid height was determined by GEOID03.
 BT2002
 BT2002;                    North         East     Units Scale Factor Converg.
 BT2002;SPC GA W     -   192,360.253   668,279.304   MT  0.99991241   -0 10 33.9
 BT2002;SPC GA W     -   631,101.93  2,192,513.02   sFT  0.99991241   -0 10 33.9
 BT2002;UTM  16      - 3,513,755.026   736,713.625   MT  1.00029113   +1 18 53.4
 BT2002
 BT2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2002!SPC GA W     -   0.99998596  x   0.99991241  =   0.99989837
 BT2002!UTM  16      -   0.99998596  x   1.00029113  =   1.00027708
 BT2002
 BT2002:                Primary Azimuth Mark                     Grid Az
 BT2002:SPC GA W     -  BV 135 215 AZ MK                         283 09 55.8
 BT2002:UTM  16      -  BV 135 215 AZ MK                         281 40 28.5
 BT2002
 BT2002|---------------------------------------------------------------------|
 BT2002| PID    Reference Object                     Distance      Geod. Az  |
 BT2002|                                                           dddmmss.s |
 BT2002| CY8668 BV 135 215 AZ MK                                   2825921.9 |
 BT2002|---------------------------------------------------------------------|
 BT2002
 BT2002                          SUPERSEDED SURVEY CONTROL
 BT2002
 BT2002  NAD 83(1994)-  31 44 05.23013(N)    084 30 05.16000(W) AD(       ) 2
 BT2002  NAD 83(1986)-  31 44 05.23017(N)    084 30 05.15996(W) AD(       ) 2
 BT2002  NAD 27      -  31 44 04.62898(N)    084 30 05.45710(W) AD(       ) 2
 BT2002  NGVD 29 (07/19/86)  116.1    (m)          381.     (f) VERT ANG       
 BT2002
 BT2002.Superseded values are not recommended for survey control.
 BT2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2002.See file dsdata.txt to determine how the superseded data were derived.
 BT2002
 BT2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3671413755(NAD 83)
 BT2002_MARKER: DD = SURVEY DISK
 BT2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2002
 BT2002  HISTORY     - Date     Condition        Report By
 BT2002  HISTORY     - 1973     MONUMENTED       GADT
 BT2002
 BT2002                          STATION DESCRIPTION
 BT2002
 BT2002'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT2002'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES SOUTHWEST OF
 BT2002'DAWSON, 4.4 MILES NORTHWEST OF HEROD, 6.9 MILES SOUTHEAST OF
 BT2002'SHELLMAN.
 BT2002'
 BT2002'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND U.S. 82
 BT2002'IN DAWSON, PROCEED WEST ON U.S. 82 FOR 3.2 MILES TO GA. 45, TURN
 BT2002'LEFT AND PROCEED SOUTH ON GA. 45 FOR 2.1 MILES TO DIRT COUNTY
 BT2002'ROAD NO. 15, TURN LEFT AND PROCEED SOUTH ON DIRT COUNTY ROAD NO.
 BT2002'15 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 BT2002'
 BT2002'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT2002'OF TRANSPORTATION, STAMPED 135-215.  THE SURFACE DISK IS SET
 BT2002'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BT2002'FLUSH WITH THE GROUND.  IT IS 32.0 FEET SOUTH OF THE SOUTH LEG
 BT2002'OF THE MICRO-WAVE TOWER, 90.0 FEET NORTHEAST OF THE SOUTHWEST
 BT2002'CORNER OF THE FENCE, 4.3 FEET WEST OF THE WITNESS POST.  THERE
 BT2002'IS NO UNDERGROUND DISK.
 BT2002'
 BT2002'TO REACH THE AZIMUTH MARK PROCEED NORTH ON DIRT COUNTY ROAD
 BT2002'NO. 15 FROM THE STATION FOR 0.35 MILE TO THE INTERSECTION OF
 BT2002'GA. 45, TURN LEFT AND PROCEED SOUTH ON GA. 45 FOR 0.45 MILE
 BT2002'TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS A STANDARD
 BT2002'BRASS DISK SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT2002'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 50.0 FEET
 BT2002'SOUTHEAST OF THE PAVED ROAD, 72.0 FEET NORTHWEST OF THE POWER
 BT2002'POLE, 3.0 FEET NORTHWEST OF THE FENCE.
 BT2002'
 BT2002'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1655 ***********************************************************************
 BT1655  DESIGNATION -  BV 135 216
 BT1655  PID         -  BT1655
 BT1655  STATE/COUNTY-  GA/TERRELL
 BT1655  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1655
 BT1655                         *CURRENT SURVEY CONTROL
 BT1655  ___________________________________________________________________
 BT1655* NAD 83(1994)-  31 42 07.98589(N)    084 25 38.75383(W)     ADJUSTED  
 BT1655* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 BT1655  ___________________________________________________________________
 BT1655  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BT1655  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BT1655
 BT1655  HORZ ORDER  -  SECOND
 BT1655
 BT1655.The horizontal coordinates were established by classical geodetic methods
 BT1655.and adjusted by the National Geodetic Survey in September 1997..
 BT1655
 BT1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1655
 BT1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1655
 BT1655.The geoid height was determined by GEOID03.
 BT1655
 BT1655;                    North         East     Units Scale Factor Converg.
 BT1655;SPC GA W     -   188,730.435   675,282.630   MT  0.99990753   -0 08 13.3
 BT1655;SPC GA W     -   619,193.10  2,215,489.76   sFT  0.99990753   -0 08 13.3
 BT1655;UTM  16      - 3,510,307.184   743,811.837   MT  1.00033321   +1 21 09.2
 BT1655
 BT1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1655!SPC GA W     -   0.99998916  x   0.99990753  =   0.99989669
 BT1655!UTM  16      -   0.99998916  x   1.00033321  =   1.00032237
 BT1655
 BT1655:                Primary Azimuth Mark                     Grid Az
 BT1655:SPC GA W     -  BV 135 216 AZ MK                         092 35 02.1
 BT1655:UTM  16      -  BV 135 216 AZ MK                         091 05 39.6
 BT1655
 BT1655|---------------------------------------------------------------------|
 BT1655| PID    Reference Object                     Distance      Geod. Az  |
 BT1655|                                                           dddmmss.s |
 BT1655| CY8669 BV 135 216 AZ MK                                   0922648.8 |
 BT1655| BT1648 BV 135 216 GADT 1973 PTA              7.316 METERS 29434     |
 BT1655|---------------------------------------------------------------------|
 BT1655
 BT1655                          SUPERSEDED SURVEY CONTROL
 BT1655
 BT1655  NAD 83(1986)-  31 42 07.99158(N)    084 25 38.75718(W) AD(       ) 2
 BT1655  NAD 27      -  31 42 07.39219(N)    084 25 39.05804(W) AD(       ) 2
 BT1655  NGVD 29 (07/19/86)   95.8    (m)          314.     (f) VERT ANG       
 BT1655
 BT1655.Superseded values are not recommended for survey control.
 BT1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1655.See file dsdata.txt to determine how the superseded data were derived.
 BT1655
 BT1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4381210307(NAD 83)
 BT1655_MARKER: DD = SURVEY DISK
 BT1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1655
 BT1655  HISTORY     - Date     Condition        Report By
 BT1655  HISTORY     - 1973     MONUMENTED       GADT
 BT1655
 BT1655                          STATION DESCRIPTION
 BT1655
 BT1655'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1655'THE STATION IS ABOUT 0.3 MILE AND 0.7 MILE OF HEROD, 0.1 MILE
 BT1655'SOUTH AND 2.2 MILES WEST OF CHICKASAWHATCHEE, 4.4 MILES WEST AND
 BT1655'1.4 MILES SOUTH OF SASSER.
 BT1655'
 BT1655'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND PAVED
 BT1655'COUNTY ROAD NO. S-1526 IN HEROD, PROCEED EAST ON PAVED COUNTY
 BT1655'ROAD NO. S-1526 FOR 0.9 MILE TO THE STATION ON THE LEFT.  TO
 BT1655'REACH THE AZIMUTH MARK PROCEED EAST ON PAVED COUNTY ROAD NO.
 BT1655'S-1526 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 BT1655'RIGHT.
 BT1655'
 BT1655'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1655'OF TRANSPORTATION, STAMPED 135-216.  THE SURFACE DISK IS SET IN
 BT1655'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1655'WITH THE GROUND.  IT IS 22.6 FEET NORTH OF THE CENTERLINE OF THE
 BT1655'PAVED ROAD, 2.6 FEET SOUTH OF A WITNESS POST, 54.0 FEET EAST OF A
 BT1655'24-INCH PECAN TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1655'MASS OF CONCRETE 1.8 FEET BELOW THE SURFACE DISK.
 BT1655'
 BT1655'THE AZIMUTH MARK IS A STANDARD BRASS DISK SET IN THE TOP OF A
 BT1655'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1655'GROUND.  IT IS 25.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BT1655'ROAD, 101.0 FEET WEST OF NORTHWEST CORNER OF A HOUSE.
 BT1655'
 BT1655'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1651 ***********************************************************************
 BT1651  DESIGNATION -  BV 135 217
 BT1651  PID         -  BT1651
 BT1651  STATE/COUNTY-  GA/TERRELL
 BT1651  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1651
 BT1651                         *CURRENT SURVEY CONTROL
 BT1651  ___________________________________________________________________
 BT1651* NAD 83(1994)-  31 42 04.23910(N)    084 22 36.94845(W)     ADJUSTED  
 BT1651* NAVD 88     -        93.4    (meters)     306.     (feet)  VERTCON   
 BT1651  ___________________________________________________________________
 BT1651  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT1651  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BT1651
 BT1651  HORZ ORDER  -  SECOND
 BT1651
 BT1651.The horizontal coordinates were established by classical geodetic methods
 BT1651.and adjusted by the National Geodetic Survey in September 1997..
 BT1651
 BT1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1651
 BT1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1651
 BT1651.The geoid height was determined by GEOID03.
 BT1651
 BT1651;                    North         East     Units Scale Factor Converg.
 BT1651;SPC GA W     -   188,604.703   680,069.351   MT  0.99990490   -0 06 37.8
 BT1651;SPC GA W     -   618,780.60  2,231,194.20   sFT  0.99990490   -0 06 37.8
 BT1651;UTM  16      - 3,510,305.927   748,602.322   MT  1.00036231   +1 22 44.8
 BT1651
 BT1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1651!SPC GA W     -   0.99998953  x   0.99990490  =   0.99989443
 BT1651!UTM  16      -   0.99998953  x   1.00036231  =   1.00035184
 BT1651
 BT1651:                Primary Azimuth Mark                     Grid Az
 BT1651:SPC GA W     -  BV 135 217 AZ MK                         074 55 17.2
 BT1651:UTM  16      -  BV 135 217 AZ MK                         073 25 54.6
 BT1651
 BT1651|---------------------------------------------------------------------|
 BT1651| PID    Reference Object                     Distance      Geod. Az  |
 BT1651|                                                           dddmmss.s |
 BT1651| CY8670 BV 135 217 AZ MK                                   0744839.4 |
 BT1651| BT1646 BV 135 217 GADT 1973 PTA              9.007 METERS 08919     |
 BT1651|---------------------------------------------------------------------|
 BT1651
 BT1651                          SUPERSEDED SURVEY CONTROL
 BT1651
 BT1651  NAD 83(1986)-  31 42 04.24464(N)    084 22 36.95278(W) AD(       ) 2
 BT1651  NAD 27      -  31 42 03.64385(N)    084 22 37.25493(W) AD(       ) 2
 BT1651  NGVD 29 (07/19/86)   93.5    (m)          307.     (f) VERT ANG       
 BT1651
 BT1651.Superseded values are not recommended for survey control.
 BT1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1651.See file dsdata.txt to determine how the superseded data were derived.
 BT1651
 BT1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4860210306(NAD 83)
 BT1651_MARKER: DD = SURVEY DISK
 BT1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1651
 BT1651  HISTORY     - Date     Condition        Report By
 BT1651  HISTORY     - 1973     MONUMENTED       GADT
 BT1651
 BT1651                          STATION DESCRIPTION
 BT1651
 BT1651'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1651'THE STATION IS ABOUT 3.6 MILES EAST AND 0.2 MILE NORTH OF HEROD,
 BT1651'4.9 MILES SOUTH AND 3.9 MILES EAST OF DAWSON, 1.3 MILE SOUTH AND
 BT1651'1.8 MILE WEST OF SASSER.
 BT1651'
 BT1651'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1651'COUNTY ROAD NO. S-1526 IN SASSER, PROCEED SOUTHWEST ON PAVED
 BT1651'COUNTY ROAD NO. S-1526 FOR 2.2 MILES TO THE STATION ON THE LEFT.
 BT1651'TO REACH THE AZIMUTH MARK PROCEED NORTHEAST ON PAVED COUNTY ROAD
 BT1651'NO. S-1526 FROM THE STATION FOR 0.18 MILE TO THE AZIMUTH MARK
 BT1651'ON THE LEFT.
 BT1651'
 BT1651'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1651'OF TRANSPORTATION, STAMPED 135-217.  THE SURFACE DISK IS SET IN
 BT1651'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1651'WITH THE GROUND.  IT IS 34.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1651'PAVED ROAD, 3.5 FEET NORTH OF THE POWER POLE, 2.5 FEET EAST OF
 BT1651'THE WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 BT1651'MASS OF CONCRETE 1.5 FEET BELOW THE SURFACE DISK.
 BT1651'
 BT1651'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1651'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1651'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1651'GROUND.  IT IS 3.0 FEET SOUTHEAST OF THE POWER POLE, 3.5 FEET
 BT1651'SOUTHWEST OF THE TELEPHONE PEDESTAL, 23.0 FEET NORTH OF THE
 BT1651'CENTERLINE OF THE PAVED ROAD.
 BT1651'
 BT1651'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0170 ***********************************************************************
 BT0170  DESIGNATION -  BV 135 218
 BT0170  PID         -  BT0170
 BT0170  STATE/COUNTY-  GA/TERRELL
 BT0170  USGS QUAD   -  SASSER (1988)
 BT0170
 BT0170                         *CURRENT SURVEY CONTROL
 BT0170  ___________________________________________________________________
 BT0170* NAD 83(1994)-  31 41 29.61964(N)    084 18 49.08021(W)     ADJUSTED  
 BT0170* NAVD 88     -        86.314  (meters)     283.18   (feet)  ADJUSTED  
 BT0170  ___________________________________________________________________
 BT0170  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT0170  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT0170  DYNAMIC HT  -          86.211 (meters)     282.84  (feet)  COMP
 BT0170  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 BT0170
 BT0170  HORZ ORDER  -  SECOND
 BT0170  VERT ORDER  -  FIRST     CLASS I
 BT0170
 BT0170.The horizontal coordinates were established by classical geodetic methods
 BT0170.and adjusted by the National Geodetic Survey in September 1997..
 BT0170
 BT0170.The orthometric height was determined by differential leveling
 BT0170.and adjusted by the National Geodetic Survey in June 1991..
 BT0170
 BT0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0170
 BT0170.The geoid height was determined by GEOID03.
 BT0170
 BT0170.The dynamic height is computed by dividing the NAVD 88
 BT0170.geopotential number by the normal gravity value computed on the
 BT0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0170.degrees latitude (g = 980.6199 gals.).
 BT0170
 BT0170.The modeled gravity was interpolated from observed gravity values.
 BT0170
 BT0170;                    North         East     Units Scale Factor Converg.
 BT0170;SPC GA W     -   187,528.685   686,067.751   MT  0.99990239   -0 04 38.0
 BT0170;SPC GA W     -   615,250.36  2,250,873.95   sFT  0.99990239   -0 04 38.0
 BT0170;UTM  16      - 3,509,385.746   754,629.540   MT  1.00039973   +1 24 43.3
 BT0170
 BT0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0170!SPC GA W     -   0.99999065  x   0.99990239  =   0.99989304
 BT0170!UTM  16      -   0.99999065  x   1.00039973  =   1.00039037
 BT0170
 BT0170|---------------------------------------------------------------------|
 BT0170| PID    Reference Object                     Distance      Geod. Az  |
 BT0170|                                                           dddmmss.s |
 BT0170| BT1620 BV 135 218 GADT 1973 PTA              8.220 METERS 00909     |
 BT0170| CY8671 BV 135 218 AZ MK                                   3140643.2 |
 BT0170|---------------------------------------------------------------------|
 BT0170
 BT0170                          SUPERSEDED SURVEY CONTROL
 BT0170
 BT0170  NAD 83(1986)-  31 41 29.62450(N)    084 18 49.08462(W) AD(       ) 2
 BT0170  NAD 27      -  31 41 29.02184(N)    084 18 49.39332(W) AD(       ) 2
 BT0170  NGVD 29 (??/??/92)   86.44   (m)          283.6    (f) COMPUTED    1 1
 BT0170
 BT0170.Superseded values are not recommended for survey control.
 BT0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0170.See file dsdata.txt to determine how the superseded data were derived.
 BT0170
 BT0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5463009386(NAD 83)
 BT0170_MARKER: DD = SURVEY DISK
 BT0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0170_STAMPING: BV 135 218
 BT0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0170+STABILITY: SURFACE MOTION
 BT0170
 BT0170  HISTORY     - Date     Condition        Report By
 BT0170  HISTORY     - 1973     MONUMENTED       GADT
 BT0170  HISTORY     - 1974     GOOD             NGS
 BT0170  HISTORY     - 1978     GOOD             GADT
 BT0170  HISTORY     - 1978     GOOD             NGS
 BT0170  HISTORY     - 1988     GOOD             USPSQD
 BT0170
 BT0170                          STATION DESCRIPTION
 BT0170
 BT0170'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT0170'THE STATION IS ABOUT 1.9 MILE SOUTH AND 1.9 MILE EAST OF SASSER,
 BT0170'2.8 MILES SOUTH AND 8.2 MILES WEST OF LEESBURG, 7.8 MILES NORTH
 BT0170'AND 8.4 MILES WEST OF ALBANY.
 BT0170'
 BT0170'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT0170'COUNTY ROAD NO. 1526 IN SASSER, PROCEED EAST ON U.S. 82 FOR 2.90
 BT0170'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 BT0170'PROCEED WEST ON U.S. 82 FROM THE STATION FOR 0.3 MILE TO THE
 BT0170'AZIMUTH MARK ON THE LEFT.
 BT0170'
 BT0170'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT0170'OF TRANSPORTATION, STAMPED 135-218.  THE SURFACE DISK IS SET IN
 BT0170'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT0170'WITH THE GROUND.  IT IS 7.0 FEET NORTHEAST OF THE FENCE, 2.0 FEET
 BT0170'SOUTHEAST OF THE WITNESS POST, 47.0 FEET SOUTHWEST OF THE
 BT0170'CENTERLINE OF THE PAVED ROAD.  THERE IS NO SUBMARKER.
 BT0170'
 BT0170'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT0170'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT0170'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT0170'IS 8.5 FEET NORTHEAST OF THE FENCE, 50.0 FEET SOUTHWEST OF THE
 BT0170'CENTERLINE OF THE PAVED ROAD, 97.3 FEET NORTH OF THE TELEPHONE
 BT0170'PEDESTAL.
 BT0170'
 BT0170'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 BT0170
 BT0170                          STATION RECOVERY (1974)
 BT0170
 BT0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0170'3 MI SE FROM SASSER.
 BT0170'0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT
 BT0170'SASSER, THENCE 2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 TO THE
 BT0170'JUNCTION OF COUNTY ROAD 114 LEADING NORTHEAST.  0.2 MILES NORTHWEST
 BT0170'OF THE LEE COUNTY LINE.  214.0 FEET NORTH OF THE CENTERLINE OF A
 BT0170'FIELD ROAD, 50.0 FEET WEST OF THE JUNCTION OF U.S. HIGHWAY 82 AND
 BT0170'COUNTY ROAD 114, 46.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 BT0170'HIGHWAY 82, 7.6 FEET EAST OF A WIRE FENCE, 3 FEET BELOW THE HIGHWAY,
 BT0170'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.  2 FEET
 BT0170'SOUTH OF A METAL WITNESS POST.
 BT0170
 BT0170                          STATION RECOVERY (1978)
 BT0170
 BT0170'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (REB)
 BT0170'135-218 FOUND GOOD
 BT0170'
 BT0170'AZI FOUND GOOD
 BT0170'
 BT0170'MARKS ARE IN DANGER OF BEING DESTROYED BY HIGHWAY
 BT0170'CONSTRUCTION.  CHECK WITH GA. DOT DISTRICT OFFICE IN TIFTON - DONNY
 BT0170'HASTY - 912-386-3300, BEFORE MOVING STATION.
 BT0170
 BT0170                          STATION RECOVERY (1978)
 BT0170
 BT0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BT0170'STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 BT0170'CONDITION.  DUE TO SOME CHANGES, A COMPLETE DESCRIPTION FOLLOWS.
 BT0170'
 BT0170'STATION IS ABOUT 2.9 MILES SOUTHEAST OF SASSER AND 13.0 MILES
 BT0170'NORTHWEST OF ALBANY.  TO REACH FROM THE JUNCTION OF MAIN STREET AND
 BT0170'U.S. HIGHWAY 82 IN SASSER, GO SOUTHEAST 2.6 MILES TO THE AZIMUTH
 BT0170'MARK ON RIGHT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 82 FOR 0.3 MILE TO
 BT0170'THE STATION ON RIGHT.
 BT0170'
 BT0170'STATION MARK A GEORGIA DEPARTMENT OF TRANSPORTATION DISK STAMPED
 BT0170'135-218, IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 BT0170'MONUMENT THAT IS SET FLUSH WITH THE GROUND.  IT IS 217.0 FEET
 BT0170'NORTHWEST OF THE CENTER OF A DRIVEWAY TO THE SOUTHWEST, 115.0 FEET
 BT0170'NORTHWEST OF A TELEPHONE JUNCTION BOX 36 T, 47.0 FEET SOUTHWEST OF
 BT0170'THE CENTER OF U.S. HIGHWAY 82, 39.5 FEET NORTHWEST OF A PROJECT
 BT0170'CENTER LINE OF DIRT ROAD TO THE NORTH, 7.0 FEET NORTHEAST OF A WIRE
 BT0170'FENCE AND 2.0 FEET SOUTHEAST OF A METAL WITNESS POST.
 BT0170'
 BT0170'AZIMUTH MARK, A STANDARD GEORGIA DEPARTMENT OF TRANSPORTATION DISK
 BT0170'STAMPED AZ1, IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 BT0170'THAT IS SET FLUSH WITH THE GROUND.  IT IS 125.0 FEET NORTHWEST OF THE
 BT0170'CENTER OF A PROJECTED LINE OF ROAD TO THE NORTHEAST, 50.0 FEET
 BT0170'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 82, 8.5 FEET NORTHEAST OF A
 BT0170'WIRE FENCE, 105.0 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX 34T,
 BT0170'8.0 FEET NORTHEAST OF A METAL WITNESS POST AND BETWEEN TWO 4X4 INCH
 BT0170'CONCRETE RIGHT-OF-WAY POSTS.  (NOTE DESCRIBED).
 BT0170'
 BT0170'NOTE--NO UNDERGROUND STATION MARK.
 BT0170
 BT0170                          STATION RECOVERY (1988)
 BT0170
 BT0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1671 ***********************************************************************
 BT1671  DESIGNATION -  BV 135 219
 BT1671  PID         -  BT1671
 BT1671  STATE/COUNTY-  GA/TERRELL
 BT1671  USGS QUAD   -  BRONWOOD (1973)
 BT1671
 BT1671                         *CURRENT SURVEY CONTROL
 BT1671  ___________________________________________________________________
 BT1671* NAD 83(1994)-  31 45 28.80832(N)    084 21 03.51222(W)     ADJUSTED  
 BT1671* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 BT1671  ___________________________________________________________________
 BT1671  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT1671  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BT1671
 BT1671  HORZ ORDER  -  SECOND
 BT1671
 BT1671.The horizontal coordinates were established by classical geodetic methods
 BT1671.and adjusted by the National Geodetic Survey in September 1997..
 BT1671
 BT1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1671
 BT1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1671
 BT1671.The geoid height was determined by GEOID03.
 BT1671
 BT1671;                    North         East     Units Scale Factor Converg.
 BT1671;SPC GA W     -   194,900.487   682,540.213   MT  0.99990376   -0 05 49.2
 BT1671;SPC GA W     -   639,436.01  2,239,300.68   sFT  0.99990376   -0 05 49.2
 BT1671;UTM  16      - 3,516,666.820   750,909.628   MT  1.00037652   +1 23 42.0
 BT1671
 BT1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1671!SPC GA W     -   0.99998707  x   0.99990376  =   0.99989083
 BT1671!UTM  16      -   0.99998707  x   1.00037652  =   1.00036359
 BT1671
 BT1671|---------------------------------------------------------------------|
 BT1671| PID    Reference Object                     Distance      Geod. Az  |
 BT1671|                                                           dddmmss.s |
 BT1671| BT1670 BV 135 219 GADT 1973 PTA              8.869 METERS 03137     |
 BT1671| CY8672 BV 135 219 AZ MK                                   1602712.6 |
 BT1671| BT1614 SASSER MUN TANK                     APPROX. 4.1 KM 1774138.3 |
 BT1671|---------------------------------------------------------------------|
 BT1671
 BT1671                          SUPERSEDED SURVEY CONTROL
 BT1671
 BT1671  NAD 83(1986)-  31 45 28.81355(N)    084 21 03.51583(W) AD(       ) 2
 BT1671  NAD 27      -  31 45 28.21815(N)    084 21 03.81947(W) AD(       ) 2
 BT1671  NGVD 29 (07/19/86)  109.1    (m)          358.     (f) VERT ANG       
 BT1671
 BT1671.Superseded values are not recommended for survey control.
 BT1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1671.See file dsdata.txt to determine how the superseded data were derived.
 BT1671
 BT1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5091016667(NAD 83)
 BT1671_MARKER: DD = SURVEY DISK
 BT1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1671
 BT1671  HISTORY     - Date     Condition        Report By
 BT1671  HISTORY     - 1973     MONUMENTED       GADT
 BT1671
 BT1671                          STATION DESCRIPTION
 BT1671
 BT1671'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1671'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF SASSER,
 BT1671'6.8 MILES NORTHEAST OF HEROD, 10.4 MILES NORTHWEST OF LEESBURG.
 BT1671'
 BT1671'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1671'COUNTY ROAD NO. 1619 IN SASSER, PROCEED NORTH ON PAVED COUNTY ROAD
 BT1671'NO. 1619 FOR 3.15 MILES TO THE STATION ON THE LEFT.
 BT1671'
 BT1671'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1671'OF TRANSPORTATION, 135-219.  THE SURFACE DISK IS SET IN THE TOP
 BT1671'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1671'THE GROUND.  IT IS 3.0 FEET NORTH OF THE WITNESS POST, 32.5 FEET
 BT1671'SOUTHWEST OF THE PAVED ROAD, 7.0 FEET NORTHEAST OF A FENCE.  THE
 BT1671'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.9
 BT1671'FEET BELOW THE SURFACE DISK.
 BT1671'
 BT1671'TO REACH THE AZIMUTH MARK PROCEED SOUTH ON PAVED COUNTY ROAD
 BT1671'NO. 1619 FROM THE STATION FOR 0.20 MILE TO THE AZIMUTH MARK ON
 BT1671'THE RIGHT.
 BT1671'
 BT1671'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1671'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1671'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1671'GROUND.  IT IS 8.0 FEET NORTHWEST OF THE POWER POLE, 36.0 FEET
 BT1671'SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 4.8 FEET NORTHEAST
 BT1671'OF THE FENCE.
 BT1671'
 BT1671'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1625 ***********************************************************************
 BT1625  DESIGNATION -  BV 135 220
 BT1625  PID         -  BT1625
 BT1625  STATE/COUNTY-  GA/TERRELL
 BT1625  USGS QUAD   -  SASSER (1988)
 BT1625
 BT1625                         *CURRENT SURVEY CONTROL
 BT1625  ___________________________________________________________________
 BT1625* NAD 83(1994)-  31 39 03.59360(N)    084 21 04.93215(W)     ADJUSTED  
 BT1625* NAVD 88     -        78.2    (meters)     257.     (feet)  VERTCON   
 BT1625  ___________________________________________________________________
 BT1625  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BT1625  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BT1625
 BT1625  HORZ ORDER  -  SECOND
 BT1625
 BT1625.The horizontal coordinates were established by classical geodetic methods
 BT1625.and adjusted by the National Geodetic Survey in September 1997..
 BT1625
 BT1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1625
 BT1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1625
 BT1625.The geoid height was determined by GEOID03.
 BT1625
 BT1625;                    North         East     Units Scale Factor Converg.
 BT1625;SPC GA W     -   183,036.918   682,482.750   MT  0.99990378   -0 05 48.9
 BT1625;SPC GA W     -   600,513.62  2,239,112.16   sFT  0.99990378   -0 05 48.9
 BT1625;UTM  16      - 3,504,800.151   751,160.734   MT  1.00037809   +1 23 26.1
 BT1625
 BT1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1625!SPC GA W     -   0.99999193  x   0.99990378  =   0.99989571
 BT1625!UTM  16      -   0.99999193  x   1.00037809  =   1.00037002
 BT1625
 BT1625:                Primary Azimuth Mark                     Grid Az
 BT1625:SPC GA W     -  BV 135 220 AZ MK                         184 17 34.1
 BT1625:UTM  16      -  BV 135 220 AZ MK                         182 48 19.1
 BT1625
 BT1625|---------------------------------------------------------------------|
 BT1625| PID    Reference Object                     Distance      Geod. Az  |
 BT1625|                                                           dddmmss.s |
 BT1625| CY8673 BV 135 220 AZ MK                                   1841145.2 |
 BT1625| BT1613 BV 135 220 GADT 1973 PTA             11.369 METERS 24220     |
 BT1625|---------------------------------------------------------------------|
 BT1625
 BT1625                          SUPERSEDED SURVEY CONTROL
 BT1625
 BT1625  NAD 83(1986)-  31 39 03.59932(N)    084 21 04.93612(W) AD(       ) 2
 BT1625  NAD 27      -  31 39 02.98889(N)    084 21 05.24835(W) AD(       ) 2
 BT1625  NGVD 29 (07/19/86)   78.3    (m)          257.     (f) VERT ANG       
 BT1625
 BT1625.Superseded values are not recommended for survey control.
 BT1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1625.See file dsdata.txt to determine how the superseded data were derived.
 BT1625
 BT1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5116104800(NAD 83)
 BT1625_MARKER: DD = SURVEY DISK
 BT1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1625
 BT1625  HISTORY     - Date     Condition        Report By
 BT1625  HISTORY     - 1973     MONUMENTED       GADT
 BT1625
 BT1625                          STATION DESCRIPTION
 BT1625
 BT1625'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1625'THE STATION IS ABOUT 4.8 MILES SOUTH AND 0.2 MILE EAST OF SASSER,
 BT1625'3.4 MILES SOUTH AND 2.0 MILES EAST OF CHICKASAWHATCHEE, 3.2 MILES
 BT1625'SOUTH AND 5.4 MILES EAST OF HEROD.
 BT1625'
 BT1625'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 BT1625'COUNTY ROAD 120 IN SASSER, GO SOUTH ON ROAD 120 FOR 4.45 MILES
 BT1625'TO THE STATION ON THE LEFT.
 BT1625'
 BT1625'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 BT1625'ROAD 120 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 BT1625'
 BT1625'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA DEPARTMENT
 BT1625'OF TRANSPORTATION, STAMPED 135-220.  THE SURFACE DISK IS SET IN
 BT1625'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 BT1625'WITH THE GROUND.  IT IS 2.6 FEET SOUTH OF A WITNESS POST, 46.0
 BT1625'FEET EAST OF THE CENTER OF COUNTY ROAD 120 AND 5.0 FEET WEST OF
 BT1625'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1625'CONCRETE 1.7 FEET BELOW THE SURFACE OF THE GROUND.
 BT1625'
 BT1625'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1625'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1625'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1625'IS 3.4 FEET EAST OF A FENCE, 50.5 FEET WEST OF THE CENTER OF
 BT1625'COUNTY ROAD 120 AND 3.4 FEET NORTH OF A POWER LINE POLE.
 BT1625'
 BT1625'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1657 ***********************************************************************
 BT1657  DESIGNATION -  BV 135 221
 BT1657  PID         -  BT1657
 BT1657  STATE/COUNTY-  GA/TERRELL
 BT1657  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1657
 BT1657                         *CURRENT SURVEY CONTROL
 BT1657  ___________________________________________________________________
 BT1657* NAD 83(1994)-  31 40 30.02992(N)    084 27 35.73504(W)     ADJUSTED  
 BT1657* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 BT1657  ___________________________________________________________________
 BT1657  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BT1657  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BT1657
 BT1657  HORZ ORDER  -  SECOND
 BT1657
 BT1657.The horizontal coordinates were established by classical geodetic methods
 BT1657.and adjusted by the National Geodetic Survey in September 1997..
 BT1657
 BT1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1657
 BT1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1657
 BT1657.The geoid height was determined by GEOID03.
 BT1657
 BT1657;                    North         East     Units Scale Factor Converg.
 BT1657;SPC GA W     -   185,721.463   672,194.395   MT  0.99990953   -0 09 14.4
 BT1657;SPC GA W     -   609,321.17  2,205,357.78   sFT  0.99990953   -0 09 14.4
 BT1657;UTM  16      - 3,507,217.696   740,801.582   MT  1.00031522   +1 20 04.0
 BT1657
 BT1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1657!SPC GA W     -   0.99999021  x   0.99990953  =   0.99989974
 BT1657!UTM  16      -   0.99999021  x   1.00031522  =   1.00030543
 BT1657
 BT1657:                Primary Azimuth Mark                     Grid Az
 BT1657:SPC GA W     -  BV 135 221 AZ MK                         208 52 23.6
 BT1657:UTM  16      -  BV 135 221 AZ MK                         207 23 05.2
 BT1657
 BT1657|---------------------------------------------------------------------|
 BT1657| PID    Reference Object                     Distance      Geod. Az  |
 BT1657|                                                           dddmmss.s |
 BT1657| CY8674 BV 135 221 AZ MK                                   2084309.2 |
 BT1657| BT1647 BV 135 221 GADT 1973 PTA              8.257 METERS 24040     |
 BT1657|---------------------------------------------------------------------|
 BT1657
 BT1657                          SUPERSEDED SURVEY CONTROL
 BT1657
 BT1657  NAD 83(1986)-  31 40 30.03593(N)    084 27 35.73836(W) AD(       ) 2
 BT1657  NAD 27      -  31 40 29.43136(N)    084 27 36.04350(W) AD(       ) 2
 BT1657  NGVD 29 (07/19/86)   89.1    (m)          292.     (f) VERT ANG       
 BT1657
 BT1657.Superseded values are not recommended for survey control.
 BT1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1657.See file dsdata.txt to determine how the superseded data were derived.
 BT1657
 BT1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4080207218(NAD 83)
 BT1657_MARKER: DD = SURVEY DISK
 BT1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1657
 BT1657  HISTORY     - Date     Condition        Report By
 BT1657  HISTORY     - 1973     MONUMENTED       GADT
 BT1657
 BT1657                          STATION DESCRIPTION
 BT1657
 BT1657'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1657'THE STATION IS ABOUT 1.9 MILE SOUTH AND 1.0 MILE WEST OF HEROD,
 BT1657'3.7 MILES SOUTH AND 6.2 MILES WEST OF SASSER AND 2.2 MILES SOUTH
 BT1657'AND 4.5 MILES WEST OF CHICKASAWHATCHEE.
 BT1657'
 BT1657'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND PAVED
 BT1657'COUNTY ROAD NO. 1526 IN HEROD PROCEED SOUTH ON GA. 55 FOR 2.2 MILES
 BT1657'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, PROCEED
 BT1657'SOUTH ON GA. 55 FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK
 BT1657'ON THE RIGHT.
 BT1657'
 BT1657'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1657'OF TRANSPORTATION, STAMPED 135-201.  THE SURFACE DISK IS SET IN
 BT1657'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1657'WITH THE GROUND.  IT IS 3.7 FEET SOUTH OF THE WITNESS POST, 27.0
 BT1657'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 1.9 FEET NORTH OF
 BT1657'A TELEPHONE PEDESTAL.  THE UNDERGROUND DISK IS SET IN AN
 BT1657'IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE SURFACE DISK.
 BT1657'
 BT1657'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1657'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1657'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1657'GROUND.  IT IS 122.0 FEET SOUTHEAST OF A 30-INCH OAK TREE, 85.0
 BT1657'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 25.5
 BT1657'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.
 BT1657'
 BT1657'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1621 ***********************************************************************
 BT1621  DESIGNATION -  BV 135 222
 BT1621  PID         -  BT1621
 BT1621  STATE/COUNTY-  GA/TERRELL
 BT1621  USGS QUAD   -  SASSER (1988)
 BT1621
 BT1621                         *CURRENT SURVEY CONTROL
 BT1621  ___________________________________________________________________
 BT1621* NAD 83(1994)-  31 40 14.44240(N)    084 19 29.57048(W)     ADJUSTED  
 BT1621* NAVD 88     -       100.5    (meters)     330.     (feet)  VERTCON   
 BT1621  ___________________________________________________________________
 BT1621  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT1621  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT1621
 BT1621  HORZ ORDER  -  SECOND
 BT1621
 BT1621.The horizontal coordinates were established by classical geodetic methods
 BT1621.and adjusted by the National Geodetic Survey in September 1997..
 BT1621
 BT1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1621
 BT1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1621
 BT1621.The geoid height was determined by GEOID03.
 BT1621
 BT1621;                    North         East     Units Scale Factor Converg.
 BT1621;SPC GA W     -   185,214.920   684,998.163   MT  0.99990277   -0 04 59.0
 BT1621;SPC GA W     -   607,659.28  2,247,364.81   sFT  0.99990277   -0 04 59.0
 BT1621;UTM  16      - 3,507,043.816   753,619.930   MT  1.00039340   +1 24 19.0
 BT1621
 BT1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1621!SPC GA W     -   0.99998843  x   0.99990277  =   0.99989120
 BT1621!UTM  16      -   0.99998843  x   1.00039340  =   1.00038182
 BT1621
 BT1621:                Primary Azimuth Mark                     Grid Az
 BT1621:SPC GA W     -  ALBANY LILLISTON CORP TANK               081 52 28.2
 BT1621:UTM  16      -  ALBANY LILLISTON CORP TANK               080 23 10.2
 BT1621
 BT1621|---------------------------------------------------------------------|
 BT1621| PID    Reference Object                     Distance      Geod. Az  |
 BT1621|                                                           dddmmss.s |
 BT1621| BT1619 ALBANY LILLISTON CORP TANK          APPROX. 3.5 KM 0814729.2 |
 BT1621| BT1623 BV 135 222 GADT 1973 PTA             14.121 METERS 29527     |
 BT1621|---------------------------------------------------------------------|
 BT1621
 BT1621                          SUPERSEDED SURVEY CONTROL
 BT1621
 BT1621  NAD 83(1986)-  31 40 14.44807(N)    084 19 29.57440(W) AD(       ) 2
 BT1621  NAD 27      -  31 40 13.83828(N)    084 19 29.88815(W) AD(       ) 2
 BT1621  NGVD 29 (07/19/86)  100.6    (m)          330.     (f) VERT ANG       
 BT1621
 BT1621.Superseded values are not recommended for survey control.
 BT1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1621.See file dsdata.txt to determine how the superseded data were derived.
 BT1621
 BT1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5362007044(NAD 83)
 BT1621_MARKER: DD = SURVEY DISK
 BT1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1621
 BT1621  HISTORY     - Date     Condition        Report By
 BT1621  HISTORY     - 1973     MONUMENTED       GADT
 BT1621
 BT1621                          STATION DESCRIPTION
 BT1621
 BT1621'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1621'THE STATION IS ABOUT 3.2 MILES SOUTH AND 1.8 MILES EAST OF SASSER,
 BT1621'1.9 MILE SOUTH AND 3.5 MILES EAST OF CHICKASAWHATCHEE AND 1.6 MILE
 BT1621'SOUTH AND 6.8 MILES EAST OF HEROD.
 BT1621'
 BT1621'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1621'COUNTY ROAD NO. 120 IN SASSER PROCEED SOUTH ON PAVED COUNTY ROAD
 BT1621'NO. 120 FOR 2.1 MILES TO THE INTERSECTION OF DIRT COUNTY ROAD
 BT1621'NO. 118, TURN LEFT AND PROCEED EAST ON DIRT COUNTY ROAD NO. 118
 BT1621'FOR 1.45 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 BT1621'MARK PROCEED SOUTH ON DIRT COUNTY ROAD NO. 118 FROM THE STATION
 BT1621'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1621'
 BT1621'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1621'OF TRANSPORTATION, STAMPED 135-222.  THE SURFACE DISK IS SET IN
 BT1621'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1621'WITH THE GROUND.  IT IS 3.2 FEET SOUTHWEST OF A WITNESS POST,
 BT1621'24.0 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 2.3 FEET WEST
 BT1621'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1621'CONCRETE 2.1 FEET BELOW THE SURFACE DISK.
 BT1621'
 BT1621'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1621'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1621'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1621'GROUND.  IT IS 35.2 FEET SOUTH OF A TELEPHONE PEDESTAL, 24.0 FEET
 BT1621'EAST OF THE CENTERLINE OF THE DIRT ROAD, 6.8 FEET NORTH OF A
 BT1621'POWER POLE.
 BT1621'
 BT1621'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1612 ***********************************************************************
 BT1612  DESIGNATION -  BV 135 223
 BT1612  PID         -  BT1612
 BT1612  STATE/COUNTY-  GA/TERRELL
 BT1612  USGS QUAD   -  SASSER (1988)
 BT1612
 BT1612                         *CURRENT SURVEY CONTROL
 BT1612  ___________________________________________________________________
 BT1612* NAD 83(1994)-  31 40 16.02028(N)    084 21 46.13722(W)     ADJUSTED  
 BT1612* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 BT1612  ___________________________________________________________________
 BT1612  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT1612  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT1612
 BT1612  HORZ ORDER  -  SECOND
 BT1612
 BT1612.The horizontal coordinates were established by classical geodetic methods
 BT1612.and adjusted by the National Geodetic Survey in September 1997..
 BT1612
 BT1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1612
 BT1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1612
 BT1612.The geoid height was determined by GEOID03.
 BT1612
 BT1612;                    North         East     Units Scale Factor Converg.
 BT1612;SPC GA W     -   185,269.354   681,401.233   MT  0.99990426   -0 06 10.8
 BT1612;SPC GA W     -   607,837.87  2,235,563.88   sFT  0.99990426   -0 06 10.8
 BT1612;UTM  16      - 3,507,004.788   750,021.077   MT  1.00037104   +1 23 07.3
 BT1612
 BT1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1612!SPC GA W     -   0.99999106  x   0.99990426  =   0.99989532
 BT1612!UTM  16      -   0.99999106  x   1.00037104  =   1.00036210
 BT1612
 BT1612:                Primary Azimuth Mark                     Grid Az
 BT1612:SPC GA W     -  BV 135 223 AZ MK                         083 01 03.4
 BT1612:UTM  16      -  BV 135 223 AZ MK                         081 31 45.3
 BT1612
 BT1612|---------------------------------------------------------------------|
 BT1612| PID    Reference Object                     Distance      Geod. Az  |
 BT1612|                                                           dddmmss.s |
 BT1612| CY8676 BV 135 223 AZ MK                                   0825452.6 |
 BT1612| BT1624 BV 135 223 GADT 1973 PTA             11.903 METERS 08558     |
 BT1612|---------------------------------------------------------------------|
 BT1612
 BT1612                          SUPERSEDED SURVEY CONTROL
 BT1612
 BT1612  NAD 83(1986)-  31 40 16.02603(N)    084 21 46.14115(W) AD(       ) 2
 BT1612  NAD 27      -  31 40 15.41821(N)    084 21 46.45069(W) AD(       ) 2
 BT1612  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG       
 BT1612
 BT1612.Superseded values are not recommended for survey control.
 BT1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1612.See file dsdata.txt to determine how the superseded data were derived.
 BT1612
 BT1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA5002107005(NAD 83)
 BT1612_MARKER: DD = SURVEY DISK
 BT1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1612
 BT1612  HISTORY     - Date     Condition        Report By
 BT1612  HISTORY     - 1973     MONUMENTED       GADT
 BT1612
 BT1612                          STATION DESCRIPTION
 BT1612
 BT1612'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1612'THE STATION IS ABOUT 2.1 MILES SOUTH AND 1.5 MILE EAST OF
 BT1612'CHICKASAWHATCHEE, 3.5 MILES SOUTH AND 0.8 MILE WEST OF SASSER AND
 BT1612'10.5 MILES WEST AND 6.5 MILES NORTH OF ALBANY.
 BT1612'
 BT1612'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 82 AND PAVED
 BT1612'COUNTY ROAD NO. 120 IN SASSER, PROCEED SOUTH ON PAVED COUNTY
 BT1612'ROAD NO. 120 FOR 2.55 MILES TO DIRT COUNTY ROAD NO. 125, TURN
 BT1612'RIGHT AND PROCEED WEST ON DIRT COUNTY ROAD NO. 125 FOR 1.35 MILE
 BT1612'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED
 BT1612'EAST ON DIRT COUNTY ROAD NO. 125 FROM THE STATION FOR 0.25 MILE
 BT1612'TO THE AZIMUTH MARK ON THE RIGHT.
 BT1612'
 BT1612'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1612'OF TRANSPORTATION, STAMPED 135-223.  THE SURFACE DISK IS SET IN
 BT1612'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1612'WITH THE GROUND.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE OF THE
 BT1612'DIRT ROAD, 4.0 FEET NORTH OF A WITNESS POST, 2.5 FEET WEST OF
 BT1612'A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1612'OF CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1612'
 BT1612'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1612'DEPARTMENT OF TRANSPORTATION STAMPED AZI, SET IN THE TOP OF A
 BT1612'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1612'GROUND.  IT IS 14.0 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD,
 BT1612'3.5 FEET WEST OF A POWER POLE, 66.0 FEET SOUTHWEST OF THE
 BT1612'SOUTHWEST CORNER OF A FRAME HOUSE.
 BT1612'
 BT1612'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1653 ***********************************************************************
 BT1653  DESIGNATION -  BV 135 224
 BT1653  PID         -  BT1653
 BT1653  STATE/COUNTY-  GA/TERRELL
 BT1653  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1653
 BT1653                         *CURRENT SURVEY CONTROL
 BT1653  ___________________________________________________________________
 BT1653* NAD 83(1994)-  31 40 12.64745(N)    084 29 35.34175(W)     ADJUSTED  
 BT1653* NAVD 88     -        90.8    (meters)     298.     (feet)  VERTCON   
 BT1653  ___________________________________________________________________
 BT1653  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BT1653  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BT1653
 BT1653  HORZ ORDER  -  SECOND
 BT1653
 BT1653.The horizontal coordinates were established by classical geodetic methods
 BT1653.and adjusted by the National Geodetic Survey in September 1997..
 BT1653
 BT1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1653
 BT1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1653
 BT1653.The geoid height was determined by GEOID03.
 BT1653
 BT1653;                    North         East     Units Scale Factor Converg.
 BT1653;SPC GA W     -   185,195.074   669,042.616   MT  0.99991182   -0 10 17.1
 BT1653;SPC GA W     -   607,594.17  2,195,017.32   sFT  0.99991182   -0 10 17.1
 BT1653;UTM  16      - 3,506,609.382   737,663.298   MT  1.00029669   +1 19 00.4
 BT1653
 BT1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1653!SPC GA W     -   0.99998993  x   0.99991182  =   0.99990175
 BT1653!UTM  16      -   0.99998993  x   1.00029669  =   1.00028661
 BT1653
 BT1653:                Primary Azimuth Mark                     Grid Az
 BT1653:SPC GA W     -  HATTAWAY                                 021 24 51.5
 BT1653:UTM  16      -  HATTAWAY                                 019 55 34.0
 BT1653
 BT1653|---------------------------------------------------------------------|
 BT1653| PID    Reference Object                     Distance      Geod. Az  |
 BT1653|                                                           dddmmss.s |
 BT1653| BT1656 HATTAWAY                            APPROX. 1.5 KM 0211434.4 |
 BT1653| BT1652 BV 135 224 GADT 1973 PTA             12.497 METERS 33248     |
 BT1653|---------------------------------------------------------------------|
 BT1653
 BT1653                          SUPERSEDED SURVEY CONTROL
 BT1653
 BT1653  NAD 83(1986)-  31 40 12.65345(N)    084 29 35.34505(W) AD(       ) 2
 BT1653  NAD 27      -  31 40 12.04897(N)    084 29 35.64703(W) AD(       ) 2
 BT1653  NGVD 29 (07/19/86)   90.9    (m)          298.     (f) VERT ANG       
 BT1653
 BT1653.Superseded values are not recommended for survey control.
 BT1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1653.See file dsdata.txt to determine how the superseded data were derived.
 BT1653
 BT1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3766306609(NAD 83)
 BT1653_MARKER: DD = SURVEY DISK
 BT1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1653
 BT1653  HISTORY     - Date     Condition        Report By
 BT1653  HISTORY     - 1973     MONUMENTED       GADT
 BT1653
 BT1653                          STATION DESCRIPTION
 BT1653
 BT1653'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1653'THE STATION IS ABOUT 7.8 MILES SOUTH AND 2.6 MILES WEST OF DAWSON,
 BT1653'2.7 MILES SOUTH AND 6.4 MILES WEST OF CHICKASAWHATCHEE, AND 2.3
 BT1653'MILES SOUTH AND 2.9 MILES WEST OF HEROD.
 BT1653'
 BT1653'TO REACH THE STATION FROM THE INTERSECTION OF GA. 45 AND PAVED
 BT1653'COUNTY ROAD NO. 91162 IN DOVEREL, PROCEED SOUTH ON GA. 45 FOR
 BT1653'3.4 MILES TO THE INTERSECTION OF GA. 45 AND PAVED COUNTY ROAD
 BT1653'NO. 3, TURN LEFT AND PROCEED EAST FOR 1.4 MILE TO THE INTERSECTION
 BT1653'OF PAVED COUNTY ROAD NO. 3 AND DIRT COUNTY ROAD NO. 7, TURN LEFT
 BT1653'AND PROCEED NORTH ON DIRT COUNTY ROAD NO. 7 FOR 1.5 MILE TO THE
 BT1653'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH
 BT1653'ON COUNTY DIRT ROAD NO. 7 FROM THE STATION FOR 0.15 MILE TO THE
 BT1653'AZIMUTH MARK ON THE RIGHT.
 BT1653'
 BT1653'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1653'OF TRANSPORTATION, STAMPED 135-224.  THE SURFACE DISK IS SET IN
 BT1653'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1653'WITH THE GROUND.  IT IS 16.0 FEET EAST OF A DIRT ROAD, 3.5 FEET
 BT1653'WEST OF A POWER POLE, 2.5 FEET WEST OF A WITNESS POST.  THE
 BT1653'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.1
 BT1653'FEET BELOW THE SURFACE DISK.
 BT1653'
 BT1653'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1653'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1653'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1653'GROUND.  IT IS 164.0 FEET EAST OF A WELL, 19.0 FEET WEST OF A
 BT1653'COUNTY DIRT ROAD, 6.3 FEET NORTH OF A POWER POLE.
 BT1653'
 BT1653'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1771 ***********************************************************************
 BT1771  DESIGNATION -  BV 136 202
 BT1771  PID         -  BT1771
 BT1771  STATE/COUNTY-  GA/THOMAS
 BT1771  USGS QUAD   -  MEIGS (1971)
 BT1771
 BT1771                         *CURRENT SURVEY CONTROL
 BT1771  ___________________________________________________________________
 BT1771* NAD 83(1994)-  31 00 49.45858(N)    084 03 50.74900(W)     ADJUSTED  
 BT1771* NAVD 88     -        95.0    (meters)     312.     (feet)  VERTCON   
 BT1771  ___________________________________________________________________
 BT1771  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BT1771  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BT1771
 BT1771  HORZ ORDER  -  SECOND
 BT1771
 BT1771.The horizontal coordinates were established by classical geodetic methods
 BT1771.and adjusted by the National Geodetic Survey in September 1997..
 BT1771
 BT1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1771
 BT1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1771
 BT1771.The geoid height was determined by GEOID03.
 BT1771
 BT1771;                    North         East     Units Scale Factor Converg.
 BT1771;SPC GA W     -   112,377.385   709,793.464   MT  0.99990118   +0 03 10.3
 BT1771;SPC GA W     -   368,691.47  2,328,714.06   sFT  0.99990118   +0 03 10.3
 BT1771;UTM  16      - 3,434,826.682   780,296.864   MT  1.00056924   +1 30 49.3
 BT1771;UTM  17      - 3,435,157.316   207,458.798   MT  1.00065579   -1 34 47.6
 BT1771
 BT1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1771!SPC GA W     -   0.99998941  x   0.99990118  =   0.99989059
 BT1771!UTM  16      -   0.99998941  x   1.00056924  =   1.00055864
 BT1771!UTM  17      -   0.99998941  x   1.00065579  =   1.00064519
 BT1771
 BT1771:                Primary Azimuth Mark                     Grid Az
 BT1771:SPC GA W     -  WHITE RM 3                               274 09 52.6
 BT1771:UTM  16      -  WHITE RM 3                               272 42 13.6
 BT1771:UTM  17      -  WHITE RM 3                               275 47 50.5
 BT1771
 BT1771|---------------------------------------------------------------------|
 BT1771| PID    Reference Object                     Distance      Geod. Az  |
 BT1771|                                                           dddmmss.s |
 BT1771| BT1777 WHITE RM 3                          APPROX. 3.3 KM 2741302.9 |
 BT1771|---------------------------------------------------------------------|
 BT1771
 BT1771                          SUPERSEDED SURVEY CONTROL
 BT1771
 BT1771  NAD 83(1986)-  31 00 49.46544(N)    084 03 50.75426(W) AD(       ) 2
 BT1771  NAD 27      -  31 00 48.78760(N)    084 03 51.12421(W) AD(       ) 2
 BT1771  NGVD 29 (07/19/86)   95.1    (m)          312.     (f) VERT ANG       
 BT1771
 BT1771.Superseded values are not recommended for survey control.
 BT1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1771.See file dsdata.txt to determine how the superseded data were derived.
 BT1771
 BT1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8029734827(NAD 83)
 BT1771_MARKER: DD = SURVEY DISK
 BT1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1771+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002
 BT1771
 BT1771  HISTORY     - Date     Condition        Report By
 BT1771  HISTORY     - 1973     MONUMENTED       GADT
 BT1771  HISTORY     - 1987     GOOD             USPSQD
 BT1771  HISTORY     - 20020411 GOOD             INDIV
 BT1771
 BT1771                          STATION DESCRIPTION
 BT1771
 BT1771'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1771'THE STATION IS ABOUT 4.0 MILES SOUTH AND 1.5 MILE EAST OF
 BT1771'MEIGS, 5.7 MILES SOUTH AND 5.6 MILES EAST OF PELHAM, 10.1 MILES
 BT1771'SOUTH AND 0.7 MILE EAST OF COTTON.
 BT1771'
 BT1771'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND GA. 3
 BT1771'IN MEIGS PROCEED SOUTH ON GA. 3 FOR 4.5 MILES TO PAVED COUNTY ROAD
 BT1771'NO. 133, TURN RIGHT AND PROCEED WEST ON PAVED COUNTY ROAD NO. 133
 BT1771'FOR 0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1771'MARK PROCEED EAST ON PAVED COUNTY ROAD NO. 133 FOR 0.06 MILES TO
 BT1771'GA. 3, TURN RIGHT PROCEED SOUTH ON GA. 3 FOR 0.24 MILE TO
 BT1771'AZIMUTH MARK ON THE LEFT.
 BT1771'
 BT1771'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1771'OF TRANSPORTATION, STAMPED 136-202.  THE SURFACE DISK IS SET IN
 BT1771'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1771'WITH THE GROUND.  IT IS 5.5 FEET EAST OF A WITNESS POST, 31.6 FEET
 BT1771'NORTH OF THE CENTERLINE OF THE PAVED ROAD, AND 3.5 FEET SOUTH OF
 BT1771'A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1771'CONCRETE 2.15 FEET BELOW THE SURFACE DISK.
 BT1771'
 BT1771'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1771'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BT1771'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1771'GROUND.  IT IS 21.0 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 BT1771'26.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, AND 4.0 FEET
 BT1771'WEST OF A TELEPHONE PEDESTAL.
 BT1771'
 BT1771'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 BT1771
 BT1771                          STATION RECOVERY (1987)
 BT1771
 BT1771'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT1771'RECOVERED IN GOOD CONDITION.
 BT1771
 BT1771                          STATION RECOVERY (2002)
 BT1771
 BT1771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GAE)
 BT1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1775 ***********************************************************************
 BT1775  DESIGNATION -  BV 136 203
 BT1775  PID         -  BT1775
 BT1775  STATE/COUNTY-  GA/THOMAS
 BT1775  USGS QUAD   -  MEIGS (1971)
 BT1775
 BT1775                         *CURRENT SURVEY CONTROL
 BT1775  ___________________________________________________________________
 BT1775* NAD 83(1994)-  31 02 44.32606(N)    084 06 20.76669(W)     ADJUSTED  
 BT1775* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 BT1775  ___________________________________________________________________
 BT1775  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BT1775  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BT1775
 BT1775  HORZ ORDER  -  SECOND
 BT1775
 BT1775.The horizontal coordinates were established by classical geodetic methods
 BT1775.and adjusted by the National Geodetic Survey in September 1997..
 BT1775
 BT1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1775
 BT1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1775
 BT1775.The geoid height was determined by GEOID03.
 BT1775
 BT1775;                    North         East     Units Scale Factor Converg.
 BT1775;SPC GA W     -   115,911.706   705,812.679   MT  0.99990042   +0 01 53.1
 BT1775;SPC GA W     -   380,286.99  2,315,653.76   sFT  0.99990042   +0 01 53.1
 BT1775;UTM  16      - 3,438,260.568   776,224.567   MT  1.00054127   +1 29 36.8
 BT1775
 BT1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1775!SPC GA W     -   0.99998934  x   0.99990042  =   0.99988976
 BT1775!UTM  16      -   0.99998934  x   1.00054127  =   1.00053061
 BT1775
 BT1775:                Primary Azimuth Mark                     Grid Az
 BT1775:SPC GA W     -  PELHAM TV STA WABW MAST                  000 44 45.1
 BT1775:UTM  16      -  PELHAM TV STA WABW MAST                  359 17 01.4
 BT1775
 BT1775|---------------------------------------------------------------------|
 BT1775| PID    Reference Object                     Distance      Geod. Az  |
 BT1775|                                                           dddmmss.s |
 BT1775| BT1765 PELHAM TV STA WABW MAST             APPROX.10.0 KM 0004638.2 |
 BT1775| BT1776 BV 136 203 GADT 1973 PTA             11.495 METERS 11951     |
 BT1775| CY8679 BV 136 203 AZ MK                                   1840337.5 |
 BT1775|---------------------------------------------------------------------|
 BT1775
 BT1775                          SUPERSEDED SURVEY CONTROL
 BT1775
 BT1775  NAD 83(1986)-  31 02 44.33289(N)    084 06 20.77192(W) AD(       ) 2
 BT1775  NAD 27      -  31 02 43.66013(N)    084 06 21.13395(W) AD(       ) 2
 BT1775  NGVD 29 (07/19/86)   95.5    (m)          313.     (f) VERT ANG       
 BT1775
 BT1775.Superseded values are not recommended for survey control.
 BT1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1775.See file dsdata.txt to determine how the superseded data were derived.
 BT1775
 BT1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7622538261(NAD 83)
 BT1775_MARKER: DD = SURVEY DISK
 BT1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1775
 BT1775  HISTORY     - Date     Condition        Report By
 BT1775  HISTORY     - 1973     MONUMENTED       GADT
 BT1775
 BT1775                          STATION DESCRIPTION
 BT1775
 BT1775'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1775'THE STATION IS ABOUT 0.8 MILE SOUTH AND 0.9 MILE WEST OF MEIGS,
 BT1775'5.6 MILES SOUTH AND 3.0 MILES WEST OF PELHAM, 8.0 MILES SOUTH
 BT1775'AND 1.8 MILES WEST OF COTTON.
 BT1775'
 BT1775'TO REACH THE STATION FROM THE INTERSECTION OF GA. 111 AND
 BT1775'PAVED COUNTY ROAD NO. 77 IN MEIGS PROCEED SOUTH ON PAVED COUNTY
 BT1775'ROAD NO. 77 FOR 1.45 MILES TO THE STATION ON THE LEFT.  TO REACH
 BT1775'THE AZIMUTH MARK PROCEED SOUTH ON PAVED COUNTY ROAD NO. 78 FROM
 BT1775'THE STATION FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT1775'
 BT1775'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1775'OF TRANSPORTATION, STAMPED 136-203.  THE SURFACE DISK IS SET IN
 BT1775'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1775'WITH THE GROUND.  IT IS 38.2 FEET EAST OF THE CENTERLINE OF THE
 BT1775'PAVED ROAD, 7.0 FEET SOUTH OF A WITNESS POST, 3.3 FEET SOUTH OF A
 BT1775'FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1775'OF CONCRETE 1.75 FEET BELOW THE SURFACE DISK.
 BT1775'
 BT1775'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1775'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1775'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BT1775'IS 19.5 FEET SOUTH OF THE CENTER OF A SMALL STREAM, 42.0 FEET WEST
 BT1775'OF THE CENTERLINE OF THE PAVED ROAD, AND 19.7 FEET SOUTHEAST OF
 BT1775'A POWER POLE.
 BT1775'
 BT1775'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3177 ***********************************************************************
 BE3177  DESIGNATION -  BV 136 204
 BE3177  PID         -  BE3177
 BE3177  STATE/COUNTY-  GA/THOMAS
 BE3177  USGS QUAD   -  OCHLOCKNEE (1974)
 BE3177
 BE3177                         *CURRENT SURVEY CONTROL
 BE3177  ___________________________________________________________________
 BE3177* NAD 83(1994)-  30 59 43.99324(N)    084 06 46.08682(W)     ADJUSTED  
 BE3177* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 BE3177  ___________________________________________________________________
 BE3177  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BE3177  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BE3177
 BE3177  HORZ ORDER  -  SECOND
 BE3177
 BE3177.The horizontal coordinates were established by classical geodetic methods
 BE3177.and adjusted by the National Geodetic Survey in September 1997..
 BE3177
 BE3177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3177
 BE3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3177
 BE3177.The geoid height was determined by GEOID03.
 BE3177
 BE3177;                    North         East     Units Scale Factor Converg.
 BE3177;SPC GA W     -   110,358.173   705,144.040   MT  0.99990033   +0 01 39.9
 BE3177;SPC GA W     -   362,066.77  2,313,460.07   sFT  0.99990033   +0 01 39.9
 BE3177;UTM  16      - 3,432,688.232   775,697.413   MT  1.00053769   +1 29 16.0
 BE3177
 BE3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3177!SPC GA W     -   0.99999032  x   0.99990033  =   0.99989065
 BE3177!UTM  16      -   0.99999032  x   1.00053769  =   1.00052801
 BE3177
 BE3177:                Primary Azimuth Mark                     Grid Az
 BE3177:SPC GA W     -  PELHAM TV STA WABW MAST                  002 56 29.2
 BE3177:UTM  16      -  PELHAM TV STA WABW MAST                  001 28 53.1
 BE3177
 BE3177|---------------------------------------------------------------------|
 BE3177| PID    Reference Object                     Distance      Geod. Az  |
 BE3177|                                                           dddmmss.s |
 BE3177| BT1765 PELHAM TV STA WABW MAST             APPROX.15.6 KM 0025809.1 |
 BE3177| BE3178 BV 136 204 GADT 1973 PTA              9.699 METERS 25759     |
 BE3177| CW1937 BV 136 204 AZ MK                                   3110308.1 |
 BE3177|---------------------------------------------------------------------|
 BE3177
 BE3177                          SUPERSEDED SURVEY CONTROL
 BE3177
 BE3177  NAD 83(1986)-  30 59 44.00011(N)    084 06 46.09209(W) AD(       ) 2
 BE3177  NAD 27      -  30 59 43.32235(N)    084 06 46.45589(W) AD(       ) 2
 BE3177  NGVD 29 (07/19/86)   89.3    (m)          293.     (f) VERT ANG       
 BE3177
 BE3177.Superseded values are not recommended for survey control.
 BE3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3177.See file dsdata.txt to determine how the superseded data were derived.
 BE3177
 BE3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7569732688(NAD 83)
 BE3177_MARKER: DD = SURVEY DISK
 BE3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3177
 BE3177  HISTORY     - Date     Condition        Report By
 BE3177  HISTORY     - 1973     MONUMENTED       GADT
 BE3177
 BE3177                          STATION DESCRIPTION
 BE3177
 BE3177'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3177'THE STATION IS ABOUT 1.3 MILES NORTH AND 3.5 MILES WEST OF
 BE3177'OCHLOCKNEE, 5.3 MILES SOUTH AND 1.4 MILES WEST OF MEIGS, 8.0 MILES
 BE3177'NORTH AND 5.8 MILES EAST OF CAIRO.
 BE3177'
 BE3177'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND PAVED
 BE3177'COUNTY ROAD NO. 74 IN OCHLOCKNEE, PROCEED WEST ON PAVED COUNTY
 BE3177'ROAD NO. 74 FOR 3.1 MILES TO PAVED COUNTY ROAD NO. 161, TURN
 BE3177'RIGHT AND PROCEED NORTH ON PAVED COUNTY ROAD NO. 161 FOR 1.4
 BE3177'MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 BE3177'PROCEED NORTH ON PAVED COUNTY ROAD NO. 161 FROM THE STATION FOR
 BE3177'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3177'
 BE3177'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3177'OF TRANSPORTATION, STAMPED 136-204.  THE SURFACE DISK IS SET IN
 BE3177'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3177'WITH THE GROUND.  IT IS 5.0 FEET NORTHWEST OF THE WITNESS POST,
 BE3177'22.2 FEET SOUTHEAST OF A POWER POLE, 20.8 FEET SOUTHWEST OF THE
 BE3177'CENTERLINE OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BE3177'IRREGULAR MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE DISK.
 BE3177'
 BE3177'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3177'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3177'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3177'IS 39.6 FEET NORTHWEST OF A POWER POLE, 27.6 FEET NORTHEAST OF
 BE3177'THE CENTERLINE OF THE PAVED ROAD, AND 10.4 FEET SOUTHEAST OF THE
 BE3177'CENTERLINE OF THE FIELD ROAD.
 BE3177'
 BE3177'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3189 ***********************************************************************
 BE3189  DESIGNATION -  BV 136 205
 BE3189  PID         -  BE3189
 BE3189  STATE/COUNTY-  GA/THOMAS
 BE3189  USGS QUAD   -  PINE PARK (1974)
 BE3189
 BE3189                         *CURRENT SURVEY CONTROL
 BE3189  ___________________________________________________________________
 BE3189* NAD 83(1994)-  30 48 42.22498(N)    084 04 04.31245(W)     ADJUSTED  
 BE3189* NAVD 88     -        84.9    (meters)     279.     (feet)  VERTCON   
 BE3189  ___________________________________________________________________
 BE3189  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BE3189  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE3189
 BE3189  HORZ ORDER  -  SECOND
 BE3189
 BE3189.The horizontal coordinates were established by classical geodetic methods
 BE3189.and adjusted by the National Geodetic Survey in September 1997..
 BE3189
 BE3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3189
 BE3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3189
 BE3189.The geoid height was determined by GEOID03.
 BE3189
 BE3189;                    North         East     Units Scale Factor Converg.
 BE3189;SPC GA W     -    89,982.919   709,453.566   MT  0.99990110   +0 03 02.2
 BE3189;SPC GA W     -   295,218.96  2,327,598.91   sFT  0.99990110   +0 03 02.2
 BE3189;UTM  16      - 3,412,415.829   780,526.474   MT  1.00057087   +1 30 10.4
 BE3189;UTM  17      - 3,412,764.578   206,482.090   MT  1.00066290   -1 34 21.2
 BE3189
 BE3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3189!SPC GA W     -   0.99999099  x   0.99990110  =   0.99989209
 BE3189!UTM  16      -   0.99999099  x   1.00057087  =   1.00056186
 BE3189!UTM  17      -   0.99999099  x   1.00066290  =   1.00065389
 BE3189
 BE3189:                Primary Azimuth Mark                     Grid Az
 BE3189:SPC GA W     -  BV 136 205 AZ MK                         072 03 50.0
 BE3189:UTM  16      -  BV 136 205 AZ MK                         070 36 41.8
 BE3189:UTM  17      -  BV 136 205 AZ MK                         073 41 13.4
 BE3189
 BE3189|---------------------------------------------------------------------|
 BE3189| PID    Reference Object                     Distance      Geod. Az  |
 BE3189|                                                           dddmmss.s |
 BE3189| CW1938 BV 136 205 AZ MK                                   0720652.2 |
 BE3189| BE3188 BV 136 205 GADT 1973 PTA              7.020 METERS 23657     |
 BE3189|---------------------------------------------------------------------|
 BE3189
 BE3189                          SUPERSEDED SURVEY CONTROL
 BE3189
 BE3189  NAD 83(1986)-  30 48 42.23198(N)    084 04 04.31755(W) AD(       ) 2
 BE3189  NAD 27      -  30 48 41.53850(N)    084 04 04.70064(W) AD(       ) 2
 BE3189  NGVD 29 (07/19/86)   85.1    (m)          279.     (f) VERT ANG       
 BE3189
 BE3189.Superseded values are not recommended for survey control.
 BE3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3189.See file dsdata.txt to determine how the superseded data were derived.
 BE3189
 BE3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8052612416(NAD 83)
 BE3189_MARKER: DD = SURVEY DISK
 BE3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3189
 BE3189  HISTORY     - Date     Condition        Report By
 BE3189  HISTORY     - 1973     MONUMENTED       GADT
 BE3189
 BE3189                          STATION DESCRIPTION
 BE3189
 BE3189'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3189'THE STATION IS ABOUT 1.9 MILE SOUTH AND 5.2 MILES WEST OF
 BE3189'THOMASVILLE, 2.6 MILES SOUTH AND 2.0 MILES EAST OF PINE PARK, 7.6
 BE3189'MILES NORTH AND 4.8 MILES EAST OF METCALF.
 BE3189'
 BE3189'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 319 AND PAVED
 BE3189'COUNTY ROAD NO. 120 (CAMPBELL STREET) IN THOMASVILLE PROCEED WEST
 BE3189'ON PAVED COUNTY ROAD NO. 120 FOR 4.5 MILES TO DIRT ROAD NO. 120,
 BE3189'CONTINUE WEST FOR 0.95 MILE TO THE STATION ON THE LEFT.  TO REACH
 BE3189'THE AZIMUTH MARK PROCEED EAST ON DIRT COUNTY ROAD NO. 120 FOR 0.2
 BE3189'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BE3189'
 BE3189'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3189'OF TRANSPORTATION, STAMPED 136-205.  THE SURFACE DISK IS SET IN
 BE3189'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3189'WITH THE GROUND.  IT IS 3.7 FEET SOUTHWEST OF A WITNESS POST, 1.7
 BE3189'FEET WEST OF A FENCE, AND 34.5 FEET EAST OF THE NORTH CORNER OF A
 BE3189'FRAME HOUSE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BE3189'OF CONCRETE 1.50 FEET BELOW THE SURFACE DISK.
 BE3189'
 BE3189'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3189'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3189'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3189'IS 45.6 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 2.6 FEET
 BE3189'SOUTH OF A FENCE, AND 4.4 FEET SOUTHWEST OF A POWER POLE.
 BE3189'
 BE3189'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3190 ***********************************************************************
 BE3190  DESIGNATION -  BV 136 206
 BE3190  PID         -  BE3190
 BE3190  STATE/COUNTY-  GA/THOMAS
 BE3190  USGS QUAD   -  PINE PARK (1974)
 BE3190
 BE3190                         *CURRENT SURVEY CONTROL
 BE3190  ___________________________________________________________________
 BE3190* NAD 83(1994)-  30 47 32.76403(N)    084 01 50.78144(W)     ADJUSTED  
 BE3190* NAVD 88     -        81.4    (meters)     267.     (feet)  VERTCON   
 BE3190  ___________________________________________________________________
 BE3190  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BE3190  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE3190
 BE3190  HORZ ORDER  -  SECOND
 BE3190
 BE3190.The horizontal coordinates were established by classical geodetic methods
 BE3190.and adjusted by the National Geodetic Survey in September 1997..
 BE3190
 BE3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3190
 BE3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3190
 BE3190.The geoid height was determined by GEOID03.
 BE3190
 BE3190;                    North         East     Units Scale Factor Converg.
 BE3190;SPC GA W     -    87,847.725   713,005.192   MT  0.99990209   +0 04 10.4
 BE3190;SPC GA W     -   288,213.74  2,339,251.20   sFT  0.99990209   +0 04 10.4
 BE3190;UTM  16      - 3,410,369.915   784,133.518   MT  1.00059601   +1 31 15.8
 BE3190;UTM  17      - 3,410,527.995   209,974.443   MT  1.00063775   -1 33 09.5
 BE3190
 BE3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3190!SPC GA W     -   0.99999154  x   0.99990209  =   0.99989363
 BE3190!UTM  16      -   0.99999154  x   1.00059601  =   1.00058755
 BE3190!UTM  17      -   0.99999154  x   1.00063775  =   1.00062929
 BE3190
 BE3190:                Primary Azimuth Mark                     Grid Az
 BE3190:SPC GA W     -  BV 136 206 AZ MK                         044 55 24.8
 BE3190:UTM  16      -  BV 136 206 AZ MK                         043 28 19.4
 BE3190:UTM  17      -  BV 136 206 AZ MK                         046 32 44.7
 BE3190
 BE3190|---------------------------------------------------------------------|
 BE3190| PID    Reference Object                     Distance      Geod. Az  |
 BE3190|                                                           dddmmss.s |
 BE3190| CW1939 BV 136 206 AZ MK                                   0445935.2 |
 BE3190| BE3191 BV 136 206 GADT 1973 PTA              6.217 METERS 27000     |
 BE3190|---------------------------------------------------------------------|
 BE3190
 BE3190                          SUPERSEDED SURVEY CONTROL
 BE3190
 BE3190  NAD 83(1986)-  30 47 32.77107(N)    084 01 50.78654(W) AD(       ) 2
 BE3190  NAD 27      -  30 47 32.07452(N)    084 01 51.17342(W) AD(       ) 2
 BE3190  NGVD 29 (07/19/86)   81.6    (m)          268.     (f) VERT ANG       
 BE3190
 BE3190.Superseded values are not recommended for survey control.
 BE3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3190.See file dsdata.txt to determine how the superseded data were derived.
 BE3190
 BE3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8413410370(NAD 83)
 BE3190_MARKER: DD = SURVEY DISK
 BE3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3190
 BE3190  HISTORY     - Date     Condition        Report By
 BE3190  HISTORY     - 1973     MONUMENTED       GADT
 BE3190
 BE3190                          STATION DESCRIPTION
 BE3190
 BE3190'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3190'THE STATION IS ABOUT 3.1 MILES SOUTH AND 2.8 MILES WEST OF
 BE3190'THOMASVILLE, 6.4 MILES NORTH AND 2.4 MILES WEST OF METCALF, 4.9
 BE3190'MILES SOUTH AND 4.3 MILES EAST OF PINE PARK.
 BE3190'
 BE3190'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 319 AND
 BE3190'PINETREE BOULEVARD IN THOMASVILLE PROCEED SOUTHWEST ON U.S. 319 FOR
 BE3190'2.55 MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 BE3190'PROCEED NORTHEAST ON U.S. 319 FROM THE STATION FOR 0.43 MILE TO
 BE3190'THE AZIMUTH MARK ON THE LEFT.
 BE3190'
 BE3190'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3190'OF TRANSPORTATION, STAMPED 136-206.  THE SURFACE DISK IS SET IN
 BE3190'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3190'WITH THE GROUND.  IT IS 6.0 FEET SOUTH OF THE WITNESS POST, 18.0
 BE3190'FEET NORTH OF A POWER POLE, 32.7 FEET SOUTHEAST OF THE CENTERLINE
 BE3190'OF THE PAVED ROAD, AND 2.0 FEET NORTHWEST OF A FENCE.  (NOTE--NO
 BE3190'SUB-DISK.)
 BE3190'
 BE3190'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3190'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3190'CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 30.0
 BE3190'FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 65.7 FEET
 BE3190'NORTHWEST OF A POWER POLE, 2.0 FEET SOUTHEAST OF A FENCE, 9.2
 BE3190'FEET SOUTHWEST OF A CONCRETE POST.
 BE3190'
 BE3190'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3192 ***********************************************************************
 BE3192  DESIGNATION -  BV 136 207
 BE3192  PID         -  BE3192
 BE3192  STATE/COUNTY-  GA/THOMAS
 BE3192  USGS QUAD   -  PINE PARK (1974)
 BE3192
 BE3192                         *CURRENT SURVEY CONTROL
 BE3192  ___________________________________________________________________
 BE3192* NAD 83(1994)-  30 48 56.26515(N)    084 00 08.71615(W)     ADJUSTED  
 BE3192* NAVD 88     -        91.3    (meters)     300.     (feet)  VERTCON   
 BE3192  ___________________________________________________________________
 BE3192  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BE3192  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BE3192
 BE3192  HORZ ORDER  -  SECOND
 BE3192
 BE3192.The horizontal coordinates were established by classical geodetic methods
 BE3192.and adjusted by the National Geodetic Survey in September 1997..
 BE3192
 BE3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3192
 BE3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3192
 BE3192.The geoid height was determined by GEOID03.
 BE3192
 BE3192;                    North         East     Units Scale Factor Converg.
 BE3192;SPC GA W     -    90,422.623   715,714.684   MT  0.99990305   +0 05 02.9
 BE3192;SPC GA W     -   296,661.56  2,348,140.59   sFT  0.99990305   +0 05 02.9
 BE3192;UTM  16      - 3,413,014.501   786,778.752   MT  1.00061464   +1 32 11.9
 BE3192;UTM  17      - 3,413,026.944   212,757.782   MT  1.00061792   -1 32 20.9
 BE3192
 BE3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3192!SPC GA W     -   0.99998999  x   0.99990305  =   0.99989304
 BE3192!UTM  16      -   0.99998999  x   1.00061464  =   1.00060462
 BE3192!UTM  17      -   0.99998999  x   1.00061792  =   1.00060790
 BE3192
 BE3192:                Primary Azimuth Mark                     Grid Az
 BE3192:SPC GA W     -  BV 136 207 AZ MK                         229 27 16.8
 BE3192:UTM  16      -  BV 136 207 AZ MK                         228 00 07.8
 BE3192:UTM  17      -  BV 136 207 AZ MK                         231 04 40.6
 BE3192
 BE3192|---------------------------------------------------------------------|
 BE3192| PID    Reference Object                     Distance      Geod. Az  |
 BE3192|                                                           dddmmss.s |
 BE3192| CW2801 BV 136 207 AZ MK                                   2293219.7 |
 BE3192| BE3193 BV 136 207 GADT 1973 PTA              8.078 METERS 26735     |
 BE3192|---------------------------------------------------------------------|
 BE3192
 BE3192                          SUPERSEDED SURVEY CONTROL
 BE3192
 BE3192  NAD 83(1986)-  30 48 56.27222(N)    084 00 08.72133(W) AD(       ) 2
 BE3192  NAD 27      -  30 48 55.57749(N)    084 00 09.11018(W) AD(       ) 2
 BE3192  NGVD 29 (07/19/86)   91.5    (m)          300.     (f) VERT ANG       
 BE3192
 BE3192.Superseded values are not recommended for survey control.
 BE3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3192.See file dsdata.txt to determine how the superseded data were derived.
 BE3192
 BE3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8677913015(NAD 83)
 BE3192_MARKER: DD = SURVEY DISK
 BE3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3192
 BE3192  HISTORY     - Date     Condition        Report By
 BE3192  HISTORY     - 1973     MONUMENTED       GADT
 BE3192
 BE3192                          STATION DESCRIPTION
 BE3192
 BE3192'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3192'THE STATION IS ABOUT 1.5 MILE SOUTH AND 1.1 MILE WEST OF
 BE3192'THOMASVILLE, 2.3 MILES SOUTH AND 6.0 MILES EAST OF PINE PARK, 7.9
 BE3192'MILES NORTH AND 0.6 MILE WEST OF METCALF.
 BE3192'
 BE3192'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 319 AND PINE
 BE3192'TREE BOULEVARD IN THOMASVILLE PROCEED SOUTHWEST ON U.S. 319 FOR
 BE3192'0.15 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 BE3192'PROCEED SOUTHWEST ON U.S. 319 FROM THE STATION FOR 0.4 MILE TO
 BE3192'THE AZIMUTH MARK ON THE RIGHT.
 BE3192'
 BE3192'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3192'OF TRANSPORTATION, STAMPED 136-207.  THE SURFACE DISK IS SET IN
 BE3192'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3192'WITH THE GROUND.  IT IS 84.5 FEET SOUTH OF A POWER POLE, 39.2
 BE3192'FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, AND 4.6 FEET
 BE3192'NORTHEAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BE3192'IRREGULAR MASS OF CONCRETE 1.95 FEET BELOW THE SURFACE DISK.
 BE3192'
 BE3192'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3192'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BE3192'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BE3192'IS 30.0 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 40.4
 BE3192'FEET SOUTHWEST OF THE POINT OF INTERSECTION OF THE PAVED ROAD AND
 BE3192'GA. 3, AND 1.5 FEET NORTHWEST OF A POWER POLE.
 BE3192'
 BE3192'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2531 ***********************************************************************
 BD2531  DESIGNATION -  BV 136 208
 BD2531  PID         -  BD2531
 BD2531  STATE/COUNTY-  GA/THOMAS
 BD2531  USGS QUAD   -  PATTEN (1977)
 BD2531
 BD2531                         *CURRENT SURVEY CONTROL
 BD2531  ___________________________________________________________________
 BD2531* NAD 83(1994)-  30 59 52.81249(N)    083 52 19.52464(W)     ADJUSTED  
 BD2531* NAVD 88     -        74.2    (meters)     243.     (feet)  VERTCON   
 BD2531  ___________________________________________________________________
 BD2531  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BD2531  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BD2531
 BD2531  HORZ ORDER  -  SECOND
 BD2531
 BD2531.The horizontal coordinates were established by classical geodetic methods
 BD2531.and adjusted by the National Geodetic Survey in September 1997..
 BD2531
 BD2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2531
 BD2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2531
 BD2531.The geoid height was determined by GEOID03.
 BD2531
 BD2531;                    North         East     Units Scale Factor Converg.
 BD2531;SPC GA W     -   110,665.751   728,131.142   MT  0.99990976   +0 09 06.2
 BD2531;SPC GA W     -   363,075.88  2,388,876.92   sFT  0.99990976   +0 09 06.2
 BD2531;UTM  17      - 3,432,922.506   225,752.829   MT  1.00052785   -1 28 48.3
 BD2531
 BD2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2531!SPC GA W     -   0.99999266  x   0.99990976  =   0.99990242
 BD2531!UTM  17      -   0.99999266  x   1.00052785  =   1.00052051
 BD2531
 BD2531:                Primary Azimuth Mark                     Grid Az
 BD2531:SPC GA W     -  BV 136 208 AZ MK                         030 21 20.5
 BD2531:UTM  17      -  BV 136 208 AZ MK                         031 59 15.0
 BD2531
 BD2531|---------------------------------------------------------------------|
 BD2531| PID    Reference Object                     Distance      Geod. Az  |
 BD2531|                                                           dddmmss.s |
 BD2531| CW3424 BV 136 208 AZ MK                                   0303026.7 |
 BD2531| BD2530 BV 136 208 GADT 1973 PTA             14.535 METERS 05108     |
 BD2531|---------------------------------------------------------------------|
 BD2531
 BD2531                          SUPERSEDED SURVEY CONTROL
 BD2531
 BD2531  NAD 83(1986)-  30 59 52.81940(N)    083 52 19.53005(W) AD(       ) 2
 BD2531  NAD 27      -  30 59 52.13744(N)    083 52 19.92291(W) AD(       ) 2
 BD2531  NGVD 29 (07/19/86)   74.4    (m)          244.     (f) VERT ANG       
 BD2531
 BD2531.Superseded values are not recommended for survey control.
 BD2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2531.See file dsdata.txt to determine how the superseded data were derived.
 BD2531
 BD2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ2575332923(NAD 83)
 BD2531_MARKER: DD = SURVEY DISK
 BD2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2531
 BD2531  HISTORY     - Date     Condition        Report By
 BD2531  HISTORY     - 1973     MONUMENTED       GADT
 BD2531
 BD2531                          STATION DESCRIPTION
 BD2531
 BD2531'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BD2531'THE STATION IS ABOUT 3.3 MILES NORTH AND 0.2 MILE EAST OF
 BD2531'MERRILLVILLE, 1.0 MILE SOUTH AND 0.3 MILE WEST OF COOLIDGE, 11.1
 BD2531'MILES NORTH AND 6.3 MILES EAST OF THOMASVILLE.
 BD2531'
 BD2531'TO REACH THE STATION FROM THE INTERSECTION OF GA. 188 AND U.S. 319
 BD2531'IN COOLIDGE, PROCEED SOUTH ON U.S. 319 FOR 1.0 MILE TO THE STATION
 BD2531'ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED NORTH ON GA. 35
 BD2531'FROM THE STATION FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BD2531'
 BD2531'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BD2531'OF TRANSPORTATION, STAMPED 136-208.  THE SURFACE DISK IS SET IN
 BD2531'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BD2531'WITH THE GROUND.  IT IS 3.0 FEET EAST OF A FENCE, 44.5 FEET WEST
 BD2531'OF THE CENTERLINE OF THE PAVED ROAD, AND 4.0 FEET NORTH OF A
 BD2531'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BD2531'OF CONCRETE 1.35 FEET BELOW THE SURFACE DISK.
 BD2531'
 BD2531'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BD2531'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BD2531'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BD2531'IS 389.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 30.0
 BD2531'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, AND 172.0 FEET
 BD2531'SOUTH OF A POWER POLE.
 BD2531'
 BD2531'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1455 ***********************************************************************
 BS1455  DESIGNATION -  BV 136 209
 BS1455  PID         -  BS1455
 BS1455  STATE/COUNTY-  GA/THOMAS
 BS1455  USGS QUAD   -  CHASTAIN (1977)
 BS1455
 BS1455                         *CURRENT SURVEY CONTROL
 BS1455  ___________________________________________________________________
 BS1455* NAD 83(1994)-  31 00 09.42708(N)    083 56 48.57470(W)     ADJUSTED  
 BS1455* NAVD 88     -        64.1    (meters)     210.     (feet)  VERTCON   
 BS1455  ___________________________________________________________________
 BS1455  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BS1455  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BS1455
 BS1455  HORZ ORDER  -  SECOND
 BS1455
 BS1455.The horizontal coordinates were established by classical geodetic methods
 BS1455.and adjusted by the National Geodetic Survey in September 1997..
 BS1455
 BS1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1455
 BS1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1455
 BS1455.The geoid height was determined by GEOID03.
 BS1455
 BS1455;                    North         East     Units Scale Factor Converg.
 BS1455;SPC GA W     -   111,160.882   720,993.043   MT  0.99990543   +0 06 47.6
 BS1455;SPC GA W     -   364,700.33  2,365,458.01   sFT  0.99990543   +0 06 47.6
 BS1455;UTM  17      - 3,433,621.170   218,627.135   MT  1.00057670   -1 31 07.8
 BS1455;UTM  16      - 3,433,895.402   791,531.735   MT  1.00064852   +1 34 25.4
 BS1455
 BS1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1455!SPC GA W     -   0.99999425  x   0.99990543  =   0.99989968
 BS1455!UTM  17      -   0.99999425  x   1.00057670  =   1.00057094
 BS1455!UTM  16      -   0.99999425  x   1.00064852  =   1.00064276
 BS1455
 BS1455:                Primary Azimuth Mark                     Grid Az
 BS1455:SPC GA W     -  BV 136 209 AZ MK                         091 31 59.5
 BS1455:UTM  17      -  BV 136 209 AZ MK                         093 09 54.9
 BS1455:UTM  16      -  BV 136 209 AZ MK                         090 04 21.7
 BS1455
 BS1455|---------------------------------------------------------------------|
 BS1455| PID    Reference Object                     Distance      Geod. Az  |
 BS1455|                                                           dddmmss.s |
 BS1455| CW3425 BV 136 209 AZ MK                                   0913847.1 |
 BS1455| BS1454 BV 136 209 GADT 1973 PTA              5.214 METERS 13323     |
 BS1455|---------------------------------------------------------------------|
 BS1455
 BS1455                          SUPERSEDED SURVEY CONTROL
 BS1455
 BS1455  NAD 83(1986)-  31 00 09.43398(N)    083 56 48.58003(W) AD(       ) 2
 BS1455  NAD 27      -  31 00 08.75539(N)    083 56 48.96555(W) AD(       ) 2
 BS1455  NGVD 29 (07/19/86)   64.3    (m)          211.     (f) VERT ANG       
 BS1455
 BS1455.Superseded values are not recommended for survey control.
 BS1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1455.See file dsdata.txt to determine how the superseded data were derived.
 BS1455
 BS1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1862733621(NAD 83)
 BS1455_MARKER: DD = SURVEY DISK
 BS1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1455
 BS1455  HISTORY     - Date     Condition        Report By
 BS1455  HISTORY     - 1973     MONUMENTED       GADT
 BS1455
 BS1455                          STATION DESCRIPTION
 BS1455
 BS1455'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BS1455'THE STATION IS ABOUT 3.7 MILES NORTH AND 4.0 MILES WEST OF
 BS1455'MERRILLVILLE, 0.6 MILE SOUTH AND 4.7 MILES WEST OF COOLIDGE,
 BS1455'11.5 MILES NORTH AND 1.9 MILE EAST OF THOMASVILLE.
 BS1455'
 BS1455'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 319 AND
 BS1455'GA. 188 IN COOLIDGE PROCEED WEST ON GA. 188 FOR 5.45 MILES TO
 BS1455'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BS1455'EAST ON GA. 188 FROM THE STATION FOR 0.6 MILE TO THE AZIMUTH MARK
 BS1455'ON THE RIGHT.
 BS1455'
 BS1455'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BS1455'OF TRANSPORTATION, STAMPED 136-209.  THE SURFACE DISK IS SET IN THE
 BS1455'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BS1455'THE GROUND.  IT IS 34.0 FEET NORTHEAST OF THE POINT OF
 BS1455'INTERSECTION OF A PRIVATE DRIVE AND PAVED ROAD, 4.0 FEET SOUTH OF
 BS1455'A WITNESS POST, AND 22.0 FEET NORTH OF THE CENTERLINE OF THE
 BS1455'PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN
 BS1455'IRREGULAR MASS OF CONCRETE 2.00 FEET BELOW THE SURFACE
 BS1455'DISK.
 BS1455'
 BS1455'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BS1455'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BS1455'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BS1455'THE GROUND.  IT IS 28.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BS1455'ROAD, 71.0 FEET SOUTHEAST OF A TELEPHONE PEDESTAL, AND 61.0
 BS1455'FEET SOUTHWEST OF A CONCRETE PIPE.
 BS1455'
 BS1455'HEIGHT OF LIGHT ABOVE STATION MARK 1.66 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3184 ***********************************************************************
 BE3184  DESIGNATION -  BV 136 210
 BE3184  PID         -  BE3184
 BE3184  STATE/COUNTY-  GA/THOMAS
 BE3184  USGS QUAD   -  OCHLOCKNEE (1974)
 BE3184
 BE3184                         *CURRENT SURVEY CONTROL
 BE3184  ___________________________________________________________________
 BE3184* NAD 83(1994)-  30 53 31.70765(N)    084 03 51.64547(W)     ADJUSTED  
 BE3184* NAVD 88     -        75.6    (meters)     248.     (feet)  VERTCON   
 BE3184  ___________________________________________________________________
 BE3184  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BE3184  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BE3184
 BE3184  HORZ ORDER  -  SECOND
 BE3184
 BE3184.The horizontal coordinates were established by classical geodetic methods
 BE3184.and adjusted by the National Geodetic Survey in September 1997..
 BE3184
 BE3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3184
 BE3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3184
 BE3184.The geoid height was determined by GEOID03.
 BE3184
 BE3184;                    North         East     Units Scale Factor Converg.
 BE3184;SPC GA W     -    98,897.352   709,782.069   MT  0.99990118   +0 03 09.1
 BE3184;SPC GA W     -   324,465.73  2,328,676.67   sFT  0.99990118   +0 03 09.1
 BE3184;UTM  16      - 3,421,341.705   780,628.745   MT  1.00057157   +1 30 29.6
 BE3184;UTM  17      - 3,421,672.872   207,063.706   MT  1.00065867   -1 34 27.9
 BE3184
 BE3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3184!SPC GA W     -   0.99999245  x   0.99990118  =   0.99989363
 BE3184!UTM  16      -   0.99999245  x   1.00057157  =   1.00056402
 BE3184!UTM  17      -   0.99999245  x   1.00065867  =   1.00065111
 BE3184
 BE3184:                Primary Azimuth Mark                     Grid Az
 BE3184:SPC GA W     -  BV 136 210 AZ MK                         218 59 35.7
 BE3184:UTM  16      -  BV 136 210 AZ MK                         217 32 15.2
 BE3184:UTM  17      -  BV 136 210 AZ MK                         220 37 12.7
 BE3184
 BE3184|---------------------------------------------------------------------|
 BE3184| PID    Reference Object                     Distance      Geod. Az  |
 BE3184|                                                           dddmmss.s |
 BE3184| CW2802 BV 136 210 AZ MK                                   2190244.8 |
 BE3184| BE3183 BV 136 210 GADT 1973 PTA             11.353 METERS 22037     |
 BE3184|---------------------------------------------------------------------|
 BE3184
 BE3184                          SUPERSEDED SURVEY CONTROL
 BE3184
 BE3184  NAD 83(1986)-  30 53 31.71476(N)    084 03 51.65074(W) AD(       ) 2
 BE3184  NAD 27      -  30 53 31.02838(N)    084 03 52.02383(W) AD(       ) 2
 BE3184  NGVD 29 (07/19/86)   75.8    (m)          249.     (f) VERT ANG       
 BE3184
 BE3184.Superseded values are not recommended for survey control.
 BE3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3184.See file dsdata.txt to determine how the superseded data were derived.
 BE3184
 BE3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8062921342(NAD 83)
 BE3184_MARKER: DD = SURVEY DISK
 BE3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3184
 BE3184  HISTORY     - Date     Condition        Report By
 BE3184  HISTORY     - 1973     MONUMENTED       GADT
 BE3184
 BE3184                          STATION DESCRIPTION
 BE3184
 BE3184'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3184'THE STATION IS ABOUT 5.6 MILES SOUTH AND 0.7 MILE EAST OF
 BE3184'OCHLOCKNEE, 3.8 MILES NORTH AND 2.4 MILES EAST OF PINE PARK,
 BE3184'0.8 MILE SOUTH AND 8.6 MILES WEST OF CAIRO.
 BE3184'
 BE3184'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND U.S. 84
 BE3184'IN THOMASVILLE, PROCEED WEST ON U.S. 84 FOR 5.05 MILES TO THE
 BE3184'INTERSECTION OF U.S. 84 AND COUNTY DIRT ROAD NO. 152, TURN RIGHT
 BE3184'ON COUNTY DIRT ROAD NO. 152 AND PROCEED NORTH FOR 1.15 MILE TO
 BE3184'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK PROCEED
 BE3184'SOUTH ON COUNTY DIRT ROAD NO. 152 FROM THE STATION FOR 0.30 MILE
 BE3184'TO THE AZIMUTH MARK ON THE RIGHT.
 BE3184'
 BE3184'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3184'OF TRANSPORTATION, STAMPED 136-210.  THE SURFACE DISK IS SET IN
 BE3184'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3184'WITH THE GROUND.  IT IS 21.0 FEET EAST OF THE CENTERLINE OF THE
 BE3184'DIRT ROAD, 3.4 FEET NORTH OF A FENCE CORNER, 2.5 FEET NORTHWEST
 BE3184'OF A FENCE, AND 4.7 FEET SOUTH OF A WITNESS POST.  THE
 BE3184'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.50
 BE3184'FEET BELOW THE SURFACE DISK.
 BE3184'
 BE3184'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3184'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3184'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3184'GROUND.  IT IS 1.2 FEET NORTHEAST OF A POWER POLE, 1.6 FEET WEST
 BE3184'OF A TELEPHONE PEDESTAL, AND 21.0 FEET WEST OF THE CENTERLINE
 BE3184'OF THE DIRT ROAD.
 BE3184'
 BE3184'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3181 ***********************************************************************
 BE3181  DESIGNATION -  BV 136 211
 BE3181  PID         -  BE3181
 BE3181  STATE/COUNTY-  GA/THOMAS
 BE3181  USGS QUAD   -  OCHLOCKNEE (1974)
 BE3181
 BE3181                         *CURRENT SURVEY CONTROL
 BE3181  ___________________________________________________________________
 BE3181* NAD 83(1994)-  30 59 00.86627(N)    084 00 17.26101(W)     ADJUSTED  
 BE3181* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 BE3181  ___________________________________________________________________
 BE3181  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BE3181  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BE3181
 BE3181  HORZ ORDER  -  SECOND
 BE3181
 BE3181.The horizontal coordinates were established by classical geodetic methods
 BE3181.and adjusted by the National Geodetic Survey in September 1997..
 BE3181
 BE3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3181
 BE3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3181
 BE3181.The geoid height was determined by GEOID03.
 BE3181
 BE3181;                    North         East     Units Scale Factor Converg.
 BE3181;SPC GA W     -   109,040.121   715,460.573   MT  0.99990295   +0 04 60.0
 BE3181;SPC GA W     -   357,742.46  2,347,306.90   sFT  0.99990295   +0 04 60.0
 BE3181;UTM  16      - 3,431,632.723   786,051.130   MT  1.00060946   +1 32 34.6
 BE3181;UTM  17      - 3,431,657.442   213,032.652   MT  1.00061594   -1 32 52.5
 BE3181
 BE3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3181!SPC GA W     -   0.99999115  x   0.99990295  =   0.99989411
 BE3181!UTM  16      -   0.99999115  x   1.00060946  =   1.00060061
 BE3181!UTM  17      -   0.99999115  x   1.00061594  =   1.00060709
 BE3181
 BE3181:                Primary Azimuth Mark                     Grid Az
 BE3181:SPC GA W     -  BV 136 211 AZ MK                         182 48 15.6
 BE3181:UTM  16      -  BV 136 211 AZ MK                         181 20 41.0
 BE3181:UTM  17      -  BV 136 211 AZ MK                         184 26 08.1
 BE3181
 BE3181|---------------------------------------------------------------------|
 BE3181| PID    Reference Object                     Distance      Geod. Az  |
 BE3181|                                                           dddmmss.s |
 BE3181| CW2803 BV 136 211 AZ MK                                   1825315.6 |
 BE3181| BE3182 BV 136 211 GADT 1973 PTA             10.318 METERS 21429     |
 BE3181| BE3179 OCHLOCHNEE S MUN TANK               APPROX. 4.6 KM 2530358.4 |
 BE3181|---------------------------------------------------------------------|
 BE3181
 BE3181                          SUPERSEDED SURVEY CONTROL
 BE3181
 BE3181  NAD 83(1986)-  30 59 00.87320(N)    084 00 17.26630(W) AD(       ) 2
 BE3181  NAD 27      -  30 59 00.19531(N)    084 00 17.64621(W) AD(       ) 2
 BE3181  NGVD 29 (07/19/86)   84.0    (m)          276.     (f) VERT ANG       
 BE3181
 BE3181.Superseded values are not recommended for survey control.
 BE3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3181.See file dsdata.txt to determine how the superseded data were derived.
 BE3181
 BE3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8605131633(NAD 83)
 BE3181_MARKER: DD = SURVEY DISK
 BE3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3181
 BE3181  HISTORY     - Date     Condition        Report By
 BE3181  HISTORY     - 1973     MONUMENTED       GADT
 BE3181
 BE3181                          STATION DESCRIPTION
 BE3181
 BE3181'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3181'THE STATION IS ABOUT 6.0 MILES SOUTH AND 5.0 MILES EAST OF MEIGS,
 BE3181'9.5 MILES SOUTH AND 8.7 MILES EAST OF PELHAM, 12.3 MILES SOUTH
 BE3181'AND 4.0 MILES EAST OF COTTON.
 BE3181'
 BE3181'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 BE3181'GA. 188 IN OCHLOCKNEE, PROCEED EAST ON GA. 188 FOR 1.70 MILES TO
 BE3181'THE INTERSECTION OF GA. 188 AND PAVED COUNTY ROAD NO. 131, TURN
 BE3181'LEFT AND PROCEED NORTH FOR 0.40 MILES TO THE STATION ON THE
 BE3181'RIGHT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH FROM THE STATION
 BE3181'ON PAVED COUNTY ROAD NO. 131 TO INTERSECTION OF COUNTY PAVED
 BE3181'ROAD NO. 131 AND GA. 188.  THE AZIMUTH MARK IS IN THE NORTHWEST
 BE3181'CORNER 0.40 MILES FROM THE STATION.
 BE3181'
 BE3181'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3181'OF TRANSPORTATION, STAMPED 136-211.  THE SURFACE DISK IS SET IN
 BE3181'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3181'WITH THE GROUND.  IT IS 31.5 FEET EAST OF THE CENTERLINE OF THE
 BE3181'PAVED ROAD, 4.4 FEET WEST OF A FENCE, 6.4 FEET NORTH OF A WITNESS
 BE3181'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BE3181'CONCRETE 2.15 FEET BELOW THE SURFACE DISK.
 BE3181'
 BE3181'THE AZIMUTH MARK IS A STANDARD BRASS DISK SET IN THE TOP OF
 BE3181'A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3181'THE GROUND.  IT IS 6.7 FEET EAST OF A TELEPHONE PEDESTAL, 5.0
 BE3181'FEET WEST OF A POWER POLE, 38.6 FEET NORTH OF THE CENTERLINE
 BE3181'OF THE PAVED ROAD.
 BE3181'
 BE3181'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1770 ***********************************************************************
 BT1770  DESIGNATION -  BV 136 212
 BT1770  PID         -  BT1770
 BT1770  STATE/COUNTY-  GA/THOMAS
 BT1770  USGS QUAD   -  MEIGS (1971)
 BT1770
 BT1770                         *CURRENT SURVEY CONTROL
 BT1770  ___________________________________________________________________
 BT1770* NAD 83(1994)-  31 00 57.68843(N)    084 00 15.53329(W)     ADJUSTED  
 BT1770* NAVD 88     -        79.1    (meters)     260.     (feet)  VERTCON   
 BT1770  ___________________________________________________________________
 BT1770  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BT1770  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BT1770
 BT1770  HORZ ORDER  -  SECOND
 BT1770
 BT1770.The horizontal coordinates were established by classical geodetic methods
 BT1770.and adjusted by the National Geodetic Survey in September 1997..
 BT1770
 BT1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1770
 BT1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1770
 BT1770.The geoid height was determined by GEOID03.
 BT1770
 BT1770;                    North         East     Units Scale Factor Converg.
 BT1770;SPC GA W     -   112,637.615   715,501.161   MT  0.99990296   +0 05 01.2
 BT1770;SPC GA W     -   369,545.24  2,347,440.06   sFT  0.99990296   +0 05 01.2
 BT1770;UTM  16      - 3,435,232.625   785,999.988   MT  1.00060909   +1 32 40.8
 BT1770;UTM  17      - 3,435,254.883   213,175.782   MT  1.00061492   -1 32 56.8
 BT1770
 BT1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1770!SPC GA W     -   0.99999190  x   0.99990296  =   0.99989486
 BT1770!UTM  16      -   0.99999190  x   1.00060909  =   1.00060099
 BT1770!UTM  17      -   0.99999190  x   1.00061492  =   1.00060682
 BT1770
 BT1770|---------------------------------------------------------------------|
 BT1770| PID    Reference Object                     Distance      Geod. Az  |
 BT1770|                                                           dddmmss.s |
 BT1770| BT1769 BV 136 212 GADT 1973 PTA              9.655 METERS 00645     |
 BT1770| CY8680 BV 136 212 AZ MK                                   3583740.5 |
 BT1770|---------------------------------------------------------------------|
 BT1770
 BT1770                          SUPERSEDED SURVEY CONTROL
 BT1770
 BT1770  NAD 83(1986)-  31 00 57.69529(N)    084 00 15.53857(W) AD(       ) 2
 BT1770  NAD 27      -  31 00 57.02069(N)    084 00 15.91755(W) AD(       ) 2
 BT1770  NGVD 29 (07/19/86)   79.2    (m)          260.     (f) VERT ANG       
 BT1770
 BT1770.Superseded values are not recommended for survey control.
 BT1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1770.See file dsdata.txt to determine how the superseded data were derived.
 BT1770
 BT1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV8600035233(NAD 83)
 BT1770_MARKER: DD = SURVEY DISK
 BT1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1770
 BT1770  HISTORY     - Date     Condition        Report By
 BT1770  HISTORY     - 1973     MONUMENTED       GADT
 BT1770
 BT1770                          STATION DESCRIPTION
 BT1770
 BT1770'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1770'THE STATION IS ABOUT 3.8 MILES SOUTH AND 5.2 MILES EAST OF MEIGS,
 BT1770'7.5 MILES SOUTH AND 9.0 MILES EAST OF PELHAM, 9.9 MILES SOUTH AND
 BT1770'4.4 MILES EAST OF COTTON.
 BT1770'
 BT1770'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 BT1770'GA. 188 IN OCHLOCKNEE PROCEED EAST ON GA. 188 FOR 1.70 MILES TO THE
 BT1770'INTERSECTION OF GA. 188 AND COUNTY PAVED ROAD NO. 131, TURN
 BT1770'LEFT ON GA. 188 AND PROCEED NORTH ON COUNTY PAVED ROAD NO. 131 FOR
 BT1770'2.65 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 BT1770'MARK PROCEED NORTH ON PAVED COUNTY ROAD NO. 131 FROM THE STATION
 BT1770'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BT1770'
 BT1770'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BT1770'OF TRANSPORTATION, STAMPED 136-212.  THE SURFACE DISK IS SET IN THE
 BT1770'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1770'THE GROUND.  IT IS 4.0 FEET WEST OF A FENCE CORNER, 34.0 FEET
 BT1770'EAST OF THE CENTERLINE OF THE PAVED ROAD, 5.4 FEET NORTHWEST OF A
 BT1770'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 BT1770'OF CONCRETE 2.15 FEET BELOW THE SURFACE DISK.
 BT1770'
 BT1770'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1770'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF
 BT1770'A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1770'GROUND.  IT IS 85.0 FEET SOUTHWEST OF A POWER POLE, 18.0 FEET
 BT1770'WEST OF THE CENTERLINE OF THE PAVED ROAD, 53.0 FEET WEST OF A
 BT1770'FENCE.
 BT1770'
 BT1770'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3180 ***********************************************************************
 BE3180  DESIGNATION -  BV 136 213
 BE3180  PID         -  BE3180
 BE3180  STATE/COUNTY-  GA/THOMAS
 BE3180  USGS QUAD   -  OCHLOCKNEE (1974)
 BE3180
 BE3180                         *CURRENT SURVEY CONTROL
 BE3180  ___________________________________________________________________
 BE3180* NAD 83(1994)-  30 57 16.05478(N)    084 05 41.06105(W)     ADJUSTED  
 BE3180* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 BE3180  ___________________________________________________________________
 BE3180  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BE3180  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BE3180
 BE3180  HORZ ORDER  -  SECOND
 BE3180
 BE3180.The horizontal coordinates were established by classical geodetic methods
 BE3180.and adjusted by the National Geodetic Survey in September 1997..
 BE3180
 BE3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3180
 BE3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3180
 BE3180.The geoid height was determined by GEOID03.
 BE3180
 BE3180;                    North         East     Units Scale Factor Converg.
 BE3180;SPC GA W     -   105,803.548   706,871.957   MT  0.99990058   +0 02 13.2
 BE3180;SPC GA W     -   347,123.81  2,319,129.08   sFT  0.99990058   +0 02 13.2
 BE3180;UTM  16      - 3,428,176.182   777,541.937   MT  1.00055029   +1 29 43.1
 BE3180
 BE3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3180!SPC GA W     -   0.99999117  x   0.99990058  =   0.99989175
 BE3180!UTM  16      -   0.99999117  x   1.00055029  =   1.00054146
 BE3180
 BE3180:                Primary Azimuth Mark                     Grid Az
 BE3180:SPC GA W     -  THOMASVILLE CABLE TV MAST                185 05 20.7
 BE3180:UTM  16      -  THOMASVILLE CABLE TV MAST                183 37 50.8
 BE3180
 BE3180|---------------------------------------------------------------------|
 BE3180| PID    Reference Object                     Distance      Geod. Az  |
 BE3180|                                                           dddmmss.s |
 BE3180| BE3195 THOMASVILLE CABLE TV MAST           APPROX. 9.0 KM 1850733.9 |
 BE3180| CW2804 BV 136 213 AZ MK                                   3282059.0 |
 BE3180| BT1765 PELHAM TV STA WABW MAST             APPROX.20.1 KM 3572324.2 |
 BE3180|---------------------------------------------------------------------|
 BE3180
 BE3180                          SUPERSEDED SURVEY CONTROL
 BE3180
 BE3180  NAD 83(1986)-  30 57 16.06182(N)    084 05 41.06629(W) AD(       ) 2
 BE3180  NAD 27      -  30 57 15.38279(N)    084 05 41.43568(W) AD(       ) 2
 BE3180  NGVD 29 (07/19/86)   83.9    (m)          275.     (f) VERT ANG       
 BE3180
 BE3180.Superseded values are not recommended for survey control.
 BE3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3180.See file dsdata.txt to determine how the superseded data were derived.
 BE3180
 BE3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7754228176(NAD 83)
 BE3180_MARKER: DD = SURVEY DISK
 BE3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3180
 BE3180  HISTORY     - Date     Condition        Report By
 BE3180  HISTORY     - 1973     MONUMENTED       GADT
 BE3180
 BE3180                          STATION DESCRIPTION
 BE3180
 BE3180'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BE3180'THE STATION IS ABOUT 7.3 MILES NORTH AND 0.6 MILE EAST OF PINE
 BE3180'PARK, 5.3 MILES NORTH AND 6.9 MILES EAST OF CAIRO, 8.1 MILES
 BE3180'SOUTH AND 0.4 MILE WEST OF MEIGS.
 BE3180'
 BE3180'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND GA. 188
 BE3180'IN OCHLOCKNEE PROCEED WEST ON GA. 188 FOR 3.05 MILES TO THE
 BE3180'INTERSECTION OF GA. 188 AND COUNTY PAVED ROAD NO. 161, TURN LEFT
 BE3180'AND PROCEED SOUTH FOR 0.40 MILE TO THE STATION ON THE LEFT.  TO
 BE3180'REACH THE AZIMUTH MARK PROCEED 0.2 MILE FROM THE STATION TO THE
 BE3180'AZIMUTH MARK ON THE RIGHT.
 BE3180'
 BE3180'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BE3180'OF TRANSPORTATION, STAMPED 136-213.  THE SURFACE DISK IS SET IN
 BE3180'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BE3180'WITH THE GROUND.  IT IS 19.0 FEET NORTHEAST OF THE CENTERLINE
 BE3180'OF THE PAVED ROAD, 4.3 FEET SOUTHWEST OF A WITNESS POST, AND
 BE3180'27.0 FEET WEST OF A 16-INCH PECAN TREE.  THE UNDERGROUND DISK IS
 BE3180'SET IN AN IRREGULAR MASS OF CONCRETE 2.00 FEET BELOW THE
 BE3180'SURFACE DISK.
 BE3180'
 BE3180'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BE3180'DEPARTMENT OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A
 BE3180'10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BE3180'GROUND.  IT IS 16.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 BE3180'PAVED ROAD, 7.5 FEET SOUTHWEST OF A WITNESS POST, AND 96.0 FEET
 BE3180'NORTHWEST OF A POWER POLE.
 BE3180'
 BE3180'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2528 ***********************************************************************
 BD2528  DESIGNATION -  BV 136 215
 BD2528  PID         -  BD2528
 BD2528  STATE/COUNTY-  GA/THOMAS
 BD2528  USGS QUAD   -  METCALF (1977)
 BD2528
 BD2528                         *CURRENT SURVEY CONTROL
 BD2528  ___________________________________________________________________
 BD2528* NAD 83(1994)-  30 41 57.06149(N)    083 58 26.03128(W)     ADJUSTED  
 BD2528* NAVD 88     -        61.2    (meters)     201.     (feet)  VERTCON   
 BD2528  ___________________________________________________________________
 BD2528  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BD2528  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BD2528
 BD2528  HORZ ORDER  -  SECOND
 BD2528
 BD2528.The horizontal coordinates were established by classical geodetic methods
 BD2528.and adjusted by the National Geodetic Survey in September 1997..
 BD2528
 BD2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2528
 BD2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2528
 BD2528.The geoid height was determined by GEOID03.
 BD2528
 BD2528;                    North         East     Units Scale Factor Converg.
 BD2528;SPC GA W     -    77,518.473   718,465.978   MT  0.99990421   +0 05 54.3
 BD2528;SPC GA W     -   254,325.19  2,357,167.13   sFT  0.99990421   +0 05 54.3
 BD2528;UTM  17      - 3,400,040.989   215,144.742   MT  1.00060110   -1 31 09.4
 BD2528;UTM  16      - 3,400,174.841   789,857.930   MT  1.00063657   +1 32 45.6
 BD2528
 BD2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2528!SPC GA W     -   0.99999473  x   0.99990421  =   0.99989894
 BD2528!UTM  17      -   0.99999473  x   1.00060110  =   1.00059582
 BD2528!UTM  16      -   0.99999473  x   1.00063657  =   1.00063129
 BD2528
 BD2528|---------------------------------------------------------------------|
 BD2528| PID    Reference Object                     Distance      Geod. Az  |
 BD2528|                                                           dddmmss.s |
 BD2528| BD2529 BV 136 215 GADT 1973 PTA              7.003 METERS 09750     |
 BD2528| CW3426 BV 136 215 AZ MK                                   1433347.4 |
 BD2528|---------------------------------------------------------------------|
 BD2528
 BD2528                          SUPERSEDED SURVEY CONTROL
 BD2528
 BD2528  NAD 83(1986)-  30 41 57.06840(N)    083 58 26.03629(W) AD(       ) 2
 BD2528  NAD 27      -  30 41 56.35719(N)    083 58 26.42979(W) AD(       ) 2
 BD2528  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 BD2528
 BD2528.Superseded values are not recommended for survey control.
 BD2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2528.See file dsdata.txt to determine how the superseded data were derived.
 BD2528
 BD2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ1514500041(NAD 83)
 BD2528_MARKER: DD = SURVEY DISK
 BD2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2528
 BD2528  HISTORY     - Date     Condition        Report By
 BD2528  HISTORY     - 1973     MONUMENTED       GADT
 BD2528
 BD2528                          STATION DESCRIPTION
 BD2528
 BD2528'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BD2528'THE STATION IS ABOUT 0.8 MILE WEST OF METCALF, 9.4 MILES SOUTH AND
 BD2528'0.3 MILE EAST OF THOMASVILLE, 10.0 MILES SOUTH AND 7.3 MILES EAST
 BD2528'OF PINE PARK.
 BD2528'
 BD2528'TO REACH THE STATION FROM THE INTERSECTION OF GA. 122 AND COUNTY
 BD2528'PAVED ROAD NO. 91591 IN METCALF PROCEED SOUTH ON COUNTY PAVED ROAD
 BD2528'NO. 91591 FOR 1.0 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 BD2528'AZIMUTH MARK PROCEED SOUTH FROM THE STATION ON COUNTY PAVED ROAD
 BD2528'NO. 91591 FOR 0.30 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BD2528'
 BD2528'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BD2528'OF TRANSPORTATION, STAMPED 136-215.  THE SURFACE DISK IS SET IN THE
 BD2528'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BD2528'THE GROUND.  IT IS 51.6 FEET NORTHEAST OF THE CENTERLINE OF THE
 BD2528'PAVED ROAD, 4.5 FEET EAST OF A WITNESS POST, AND 5.7 FEET SOUTH
 BD2528'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BD2528'CONCRETE 2.10 FEET BELOW THE SURFACE DISK.
 BD2528'
 BD2528'THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BD2528'OF TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BD2528'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BD2528'IS 37.0 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 1.7 FEET
 BD2528'WEST OF A FENCE, AND 4.3 FEET NORTHEAST OF A POWER POLE.
 BD2528'
 BD2528'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2526 ***********************************************************************
 BD2526  DESIGNATION -  BV 136 216
 BD2526  PID         -  BD2526
 BD2526  STATE/COUNTY-  GA/THOMAS
 BD2526  USGS QUAD   -  METCALF (1977)
 BD2526
 BD2526                         *CURRENT SURVEY CONTROL
 BD2526  ___________________________________________________________________
 BD2526* NAD 83(1994)-  30 41 37.81482(N)    083 53 14.52200(W)     ADJUSTED  
 BD2526* NAVD 88     -        56.4    (meters)     185.     (feet)  VERTCON   
 BD2526  ___________________________________________________________________
 BD2526  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BD2526  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BD2526
 BD2526  HORZ ORDER  -  SECOND
 BD2526
 BD2526.The horizontal coordinates were established by classical geodetic methods
 BD2526.and adjusted by the National Geodetic Survey in September 1997..
 BD2526
 BD2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2526
 BD2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2526
 BD2526.The geoid height was determined by GEOID03.
 BD2526
 BD2526;                    North         East     Units Scale Factor Converg.
 BD2526;SPC GA W     -    76,943.249   726,756.503   MT  0.99990883   +0 08 33.2
 BD2526;SPC GA W     -   252,437.98  2,384,366.96   sFT  0.99990883   +0 08 33.2
 BD2526;UTM  17      - 3,399,231.435   223,421.235   MT  1.00054376   -1 28 29.3
 BD2526
 BD2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2526!SPC GA W     -   0.99999549  x   0.99990883  =   0.99990432
 BD2526!UTM  17      -   0.99999549  x   1.00054376  =   1.00053925
 BD2526
 BD2526|---------------------------------------------------------------------|
 BD2526| PID    Reference Object                     Distance      Geod. Az  |
 BD2526|                                                           dddmmss.s |
 BD2526| BD2527 BV 136 216 GADT 1973 PTA              9.276 METERS 11306     |
 BD2526| CW3427 BV 136 216 AZ MK                                   1762640.7 |
 BD2526|---------------------------------------------------------------------|
 BD2526
 BD2526                          SUPERSEDED SURVEY CONTROL
 BD2526
 BD2526  NAD 83(1986)-  30 41 37.82219(N)    083 53 14.52698(W) AD(       ) 2
 BD2526  NAD 27      -  30 41 37.10764(N)    083 53 14.92934(W) AD(       ) 2
 BD2526  NGVD 29 (07/19/86)   56.6    (m)          186.     (f) VERT ANG       
 BD2526
 BD2526.Superseded values are not recommended for survey control.
 BD2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2526.See file dsdata.txt to determine how the superseded data were derived.
 BD2526
 BD2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP2342199231(NAD 83)
 BD2526_MARKER: DD = SURVEY DISK
 BD2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2526
 BD2526  HISTORY     - Date     Condition        Report By
 BD2526  HISTORY     - 1973     MONUMENTED       GADT
 BD2526
 BD2526                          STATION DESCRIPTION
 BD2526
 BD2526'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BD2526'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTH AND 6.1 MILES EAST OF
 BD2526'METCALF, 9.7 MILES SOUTH AND 5.6 MILES EAST OF THOMASVILLE, 10.2
 BD2526'MILES SOUTH AND 17.6 MILES EAST OF CAIRO.
 BD2526'
 BD2526'TO REACH THE STATION FROM THE GEORGIA AND FLORIDA STATE LINE ON
 BD2526'U.S. 19 PROCEED NORTH, IN GEORGIA, ON U.S. 19 FOR 2.0 MILES TO THE
 BD2526'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK PROCEED SOUTH FROM
 BD2526'THE STATION ON U.S. 19 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 BD2526'LEFT.
 BD2526'
 BD2526'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT
 BD2526'OF TRANSPORTATION, STAMPED 136-216.  THE SURFACE DISK IS SET IN THE
 BD2526'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BD2526'THE GROUND.  IT IS 4.8 FEET SOUTH OF THE WITNESS POST, 3.3 FEET
 BD2526'EAST OF THE FENCE, 47.4 FEET WEST OF THE CENTERLINE OF THE PAVED
 BD2526'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BD2526'CONCRETE 2.2 FEET BELOW THE SURFACE DISK.  THE AZIMUTH MARK IS A
 BD2526'STANDARD BRASS DISK OF THE GEORGIA DEPARTMENT OF
 BD2526'TRANSPORTATION, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BD2526'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BD2526'IT IS 46.8 FEET EAST OF THE PAVED ROAD, 96.7 FEET EAST OF THE
 BD2526'FENCE, 2.6 FEET WEST OF THE FENCE.
 BD2526'
 BD2526'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2944 ***********************************************************************
 CL2944  DESIGNATION -  BV 138 1
 CL2944  PID         -  CL2944
 CL2944  STATE/COUNTY-  GA/TOOMBS
 CL2944  USGS QUAD   -  OAK PARK SW (1970)
 CL2944
 CL2944                         *CURRENT SURVEY CONTROL
 CL2944  ___________________________________________________________________
 CL2944* NAD 83(1994)-  32 20 05.98206(N)    082 24 29.03523(W)     ADJUSTED  
 CL2944* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 CL2944  ___________________________________________________________________
 CL2944  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CL2944  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CL2944
 CL2944  HORZ ORDER  -  SECOND
 CL2944
 CL2944.The horizontal coordinates were established by classical geodetic methods
 CL2944.and adjusted by the National Geodetic Survey in September 1997..
 CL2944.No horizontal observational check was made to the station.
 CL2944
 CL2944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2944
 CL2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2944
 CL2944.The geoid height was determined by GEOID03.
 CL2944
 CL2944;                    North         East     Units Scale Factor Converg.
 CL2944;SPC GA E     -   258,886.266   177,275.050   MT  0.99990637   -0 07 44.8
 CL2944;SPC GA E     -   849,362.69    581,609.89   sFT  0.99990637   -0 07 44.8
 CL2944;UTM  17      - 3,578,439.410   367,480.788   MT  0.99981656   -0 45 11.7
 CL2944
 CL2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2944!SPC GA E     -   0.99999297  x   0.99990637  =   0.99989934
 CL2944!UTM  17      -   0.99999297  x   0.99981656  =   0.99980953
 CL2944
 CL2944                          SUPERSEDED SURVEY CONTROL
 CL2944
 CL2944  NAD 83(1986)-  32 20 05.98527(N)    082 24 29.03471(W) AD(       ) 2
 CL2944  NGVD 29 (06/19/89)   73.9    (m)          242.     (f) VERT ANG       
 CL2944
 CL2944.Superseded values are not recommended for survey control.
 CL2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2944.See file dsdata.txt to determine how the superseded data were derived.
 CL2944
 CL2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6748178439(NAD 83)
 CL2944_MARKER: DD = SURVEY DISK
 CL2944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2944_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2944+STABILITY: SURFACE MOTION
 CL2944
 CL2944  HISTORY     - Date     Condition        Report By
 CL2944  HISTORY     - 1985     MONUMENTED       GADT
 CL2944
 CL2944                          STATION DESCRIPTION
 CL2944
 CL2944'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2944'THE STATION IS LOCATED ABOUT 0.48 KM (0.3 MI)
 CL2944'EAST OF THE MONTGOMERY COUNTY LINE AND
 CL2944'2.4 KM (1.7 MI) SOUTH OF THE JUNCTION OF MONTGOMERY, TRUETLEN,
 CL2944'EMANUEL AND TOOMBS COUNTIES LINES.
 CL2944'OWNERSHIP--NOAH RESMONDO P.O. BOX 687, VIDALIA, GA. 30474. PHONE
 CL2944'912-537-8098.
 CL2944'
 CL2944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CL2944'STATE ROUTES 130 AND 297 HEADED NORTH IN VIDALIA, GO NORTH ON THE
 CL2944'STATE ROUTES FOR 0.96 KM (0.6 MI) TO THE CROSSING OF STATE ROUTE
 CL2944'292.  CONTINUE AHEAD NOW ON STATE ROUTE 297 FOR 6.1 KM (3.8 MI) TO
 CL2944'COUNTY PAVED ROAD 226 ON THE RIGHT.  CONTINUE AHEAD FOR 6.3 KM
 CL2944'(3.9 MI) TO STATE ROUTE 298 ON THE LEFT.  TURN RIGHT, EAST INTO A
 CL2944'DRIVE LEADING TO A FARM WITH TWO GAS PUMPS AND A HOUSE TRAILER ON
 CL2944'LEFT AND A HOUSE ON THE RIGHT.  TURN LEFT FOR 65 METER TO THE FIELD
 CL2944'EDGE AT THE REAR OF THE MOST EASTERN OF TWO WOODEN STORAGE
 CL2944'BUILDINGS AND THE STATION.
 CL2944'
 CL2944'THE STATION IS A STANDARD GADT DISK
 CL2944'STAMPED---138-1---,
 CL2944'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2944'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 CL2944'15.5 METERS (50.8 FT) EAST-NORTHEAST FROM A POWER POLE,
 CL2944'13.15 METERS (43.2 FT) EAST FROM A FENCE CORNER,
 CL2944'3.26 METERS (10.7 FT) NORTH FROM THE NORTHEAST CORNER OF AFARM
 CL2944'BUILDING AND
 CL2944'1.47 METERS (4.8 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2944'
 CL2944'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2944'STAMPED---138-1 1985 AZ MK---,
 CL2944'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2944'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2944'21.2 METERS (69.5 FT) EAST-NORTHEAST FROM A CURVE SIGN,
 CL2944'11.9 METERS (39.0 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CL2944'11.45 METERS (37.6 FT) SOUTHEAST FROM THE MILE 8 MARKER,
 CL2944'6.1 METERS (20.0 FT) SOUTH-SOUTHEAST FROM A POWER POLE AND
 CL2944'1.0 METERS (3.0 FT) WEST FROM A WITNESS POST IN A FENCE LINE.
 CL2944'TO REACH THE AZIMUTH FROM THE ENTRANCE TO THE FARM CONTINUE
 CL2944'AHEAD ON STATE ROUTE 297 FOR 0.64 KM (0.4 MI) TO THE STATION ON THE
 CL2944'RIGHT AT THE MILE 8 MARKER.
 CL2944'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2944'STAMPED---138-1 1985 AZ MK---,
 CL2944'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2816 ***********************************************************************
 CL2816  DESIGNATION -  BV 138 1 AZ MK
 CL2816  PID         -  CL2816
 CL2816  STATE/COUNTY-  GA/TOOMBS
 CL2816  USGS QUAD   -  OAK PARK SW (1970)
 CL2816
 CL2816                         *CURRENT SURVEY CONTROL
 CL2816  ___________________________________________________________________
 CL2816* NAD 83(1994)-  32 20 19.88127(N)    082 24 34.42739(W)     ADJUSTED  
 CL2816* NAVD 88     -        75.5    (meters)     248.     (feet)  VERTCON   
 CL2816  ___________________________________________________________________
 CL2816  X           -     712,510.649 (meters)                     COMP
 CL2816  Y           -  -5,346,826.325 (meters)                     COMP
 CL2816  Z           -   3,392,263.317 (meters)                     COMP
 CL2816  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CL2816  ELLIP HEIGHT-          46.71  (meters)          (09/03/97) GPS OBS
 CL2816  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CL2816
 CL2816  HORZ ORDER  -  FIRST
 CL2816  ELLP ORDER  -  FOURTH    CLASS II
 CL2816
 CL2816.The horizontal coordinates were established by GPS observations
 CL2816.and adjusted by the National Geodetic Survey in September 1997..
 CL2816
 CL2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2816
 CL2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2816
 CL2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2816
 CL2816.The ellipsoidal height was determined by GPS observations
 CL2816.and is referenced to NAD 83.
 CL2816
 CL2816.The geoid height was determined by GEOID03.
 CL2816
 CL2816;                    North         East     Units Scale Factor Converg.
 CL2816;SPC GA E     -   259,314.688   177,135.017   MT  0.99990644   -0 07 47.8
 CL2816;SPC GA E     -   850,768.27    581,150.47   sFT  0.99990644   -0 07 47.8
 CL2816;UTM  17      - 3,578,869.294   367,345.443   MT  0.99981700   -0 45 14.8
 CL2816
 CL2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2816!SPC GA E     -   0.99999267  x   0.99990644  =   0.99989911
 CL2816!UTM  17      -   0.99999267  x   0.99981700  =   0.99980967
 CL2816
 CL2816                          SUPERSEDED SURVEY CONTROL
 CL2816
 CL2816  NAD 83(1986)-  32 20 19.88461(N)    082 24 34.42642(W) AD(       ) 1
 CL2816  NGVD 29 (12/08/88)   75.7    (m)          248.     (f) GPS OBS        
 CL2816
 CL2816.Superseded values are not recommended for survey control.
 CL2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2816.See file dsdata.txt to determine how the superseded data were derived.
 CL2816
 CL2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6734578869(NAD 83)
 CL2816_MARKER: DD = SURVEY DISK
 CL2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2816+STABILITY: SURFACE MOTION
 CL2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2816+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1986
 CL2816
 CL2816  HISTORY     - Date     Condition        Report By
 CL2816  HISTORY     - 1985     MONUMENTED       GADT
 CL2816  HISTORY     - 19861113 GOOD
 CL2816
 CL2816                          STATION DESCRIPTION
 CL2816
 CL2816'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2816'THE STATION IS LOCATED ABOUT 0.48 KM (0.3 MI)
 CL2816'EAST OF THE MONTGOMERY COUNTY LINE AND
 CL2816'1.9 KM (1.2 MI) SOUTH OF THE JUNCTION OF MONTGOMERY, TRUETLEN,
 CL2816'EMANUEL AND TOOMBS COUNTIES.
 CL2816'OWNERSHIP--STATE RIGHT OF WAY.
 CL2816'
 CL2816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 WITH
 CL2816'STATE ROUTES 130 AND 297 HEADED NORTH IN VIDALIA, GO NORTH ON THE
 CL2816'STATE ROUTES FOR 0.96 KM (0.6 MI) TO STATE ROUTE 292 CROSSING.
 CL2816'CONTINUE AHEAD FOR 6.1 KM (3.8 MI) TO COUNTY PAVED ROAD 226 ON THE
 CL2816'RIGHT.  CONTINUE AHEAD FOR 6.3 KM (3.9 MI) TO STATE ROUTE 298 ON
 CL2816'THE LEFT.  TURN RIGHT, INTO THE FARM, TO REACH STATION BV 138-1.
 CL2816'CONTINUE AHEAD ON STATE ROUTE 297 FOR 0.64 KM (0.4 MI) TO THE
 CL2816'STATION ON THE RIGHT AT MILE MARKER 8.
 CL2816'
 CL2816'THE STATION IS A STANDARD GADT DISK
 CL2816'STAMPED---138-1 1985 AZ MK---,
 CL2816'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2816'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2816'21.2 METERS (69.5 FT) EAST-NORTHEAST FROM A CURVE SIGN ACROSS THE
 CL2816'ROAD,
 CL2816'11.45 METERS (37.6 FT) SOUTHEAST FROM THE MILE 8 MARKER,
 CL2816'11.9 METERS (39.0 FT) EAST FROM THE CENTER OF THE ROAD AND ABOUT
 CL2816'1.5 METERS ABOVE IT,
 CL2816'6.1 METERS (20.0 FT) SOUTH-SOUTHEAST FROM A POWER POLE AND
 CL2816'1.0 METERS (3.0 FT) WEST FROM A METAL WITNESS POST IN A FENCE LINE.
 CL2816'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2816'STAMPED---138-1 1985 AZ MK---,
 CL2816'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 CL2816'
 CL2816'DESCRIBED BY B. PUTZIGER.
 CL2816
 CL2816                          STATION RECOVERY (1986)
 CL2816
 CL2816'RECOVERED 1986
 CL2816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2817 ***********************************************************************
 CL2817  DESIGNATION -  BV 138 12
 CL2817  PID         -  CL2817
 CL2817  STATE/COUNTY-  GA/TOOMBS
 CL2817  USGS QUAD   -  VIDALIA (1985)
 CL2817
 CL2817                         *CURRENT SURVEY CONTROL
 CL2817  ___________________________________________________________________
 CL2817* NAD 83(1994)-  32 13 17.11697(N)    082 25 06.86678(W)     ADJUSTED  
 CL2817* NAVD 88     -        86.97   (+/-2cm)     285.3    (feet)  VERTCON   
 CL2817  ___________________________________________________________________
 CL2817  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CL2817  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CL2817
 CL2817  HORZ ORDER  -  SECOND
 CL2817  VERT ORDER  -  THIRD (See Below)
 CL2817
 CL2817.The horizontal coordinates were established by classical geodetic methods
 CL2817.and adjusted by the National Geodetic Survey in September 1997..
 CL2817.No horizontal observational check was made to the station.
 CL2817
 CL2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2817.The vertical order pertains to the NGVD 29 superseded value.
 CL2817
 CL2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2817
 CL2817.The geoid height was determined by GEOID03.
 CL2817
 CL2817;                    North         East     Units Scale Factor Converg.
 CL2817;SPC GA E     -   246,295.378   176,256.198   MT  0.99990695   -0 08 03.5
 CL2817;SPC GA E     -   808,054.09    578,267.21   sFT  0.99990695   -0 08 03.5
 CL2817;UTM  17      - 3,565,861.457   366,325.163   MT  0.99982036   -0 45 23.3
 CL2817
 CL2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2817!SPC GA E     -   0.99999086  x   0.99990695  =   0.99989781
 CL2817!UTM  17      -   0.99999086  x   0.99982036  =   0.99981122
 CL2817
 CL2817                          SUPERSEDED SURVEY CONTROL
 CL2817
 CL2817  NAD 83(1986)-  32 13 17.12282(N)    082 25 06.86983(W) AD(       ) 2
 CL2817  NGVD 29 (12/08/88)   87.18   (m)          286.0    (f) LEVELING    3  
 CL2817
 CL2817.Superseded values are not recommended for survey control.
 CL2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2817.See file dsdata.txt to determine how the superseded data were derived.
 CL2817
 CL2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6632565861(NAD 83)
 CL2817_MARKER: DD = SURVEY DISK
 CL2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2817_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2817+STABILITY: SURFACE MOTION
 CL2817
 CL2817  HISTORY     - Date     Condition        Report By
 CL2817  HISTORY     - 1985     MONUMENTED       GADT
 CL2817
 CL2817                          STATION DESCRIPTION
 CL2817
 CL2817'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2817'THE STATION IS LOATED IN VIDALIA ALONG NORTHWEST MAIN STREET ACROSS
 CL2817'THE RAILWAY TRACKS FROM THE COLEMAN DISTRIBUTING COMPANY WAREHOUSE.
 CL2817'OWNERSHIP--CITY RIGHT OF WAY.
 CL2817'
 CL2817'TO REACH THE STATION FROM THE POST OFFICE IN VIDALIA, GO NORTH ON
 CL2817'CHURCH STREET FOR 0.48 KM (0.3 MI) TO NORTHWEST MAIN STREET.  TURN
 CL2817'LEFT ON NORTHWEST MAIN STREET FOR 0.64 KM (0.42 MI) TO THE STATION
 CL2817'ON THE RIGHT AT THE SOUTHEAST EDGE OF A SMALL WAREHOUSE.
 CL2817'
 CL2817'THE STATION IS A STANDARD GADT DISK
 CL2817'STAMPED---138-12 1974---,
 CL2817'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2817'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CL2817'21.5 METERS (70.7 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS,
 CL2817'14.6 METERS (47.8 FT) NORTH FROM A FIRE HYDRANT,
 CL2817'6.9 METERS (22.5 FT) NORTH FROM THE CENTER OF THE STREET,
 CL2817'3.2 METERS (10.6 FT) WEST FROM A POWER POLE AND
 CL2817'1.16 METERS (3.8 FT) SOUTH FROM A WITNESS POST.
 CL2817'
 CL2817'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2817'
 CL2817'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1666 ***********************************************************************
 BS1666  DESIGNATION -  BV 138 201
 BS1666  PID         -  BS1666
 BS1666  STATE/COUNTY-  GA/TOOMBS
 BS1666  USGS QUAD   -  GRAYS LANDING (1985)
 BS1666
 BS1666                         *CURRENT SURVEY CONTROL
 BS1666  ___________________________________________________________________
 BS1666* NAD 83(1994)-  31 59 04.15868(N)    082 27 37.00649(W)     ADJUSTED  
 BS1666* NAVD 88     -        63.66   (+/-2cm)     208.9    (feet)  VERTCON   
 BS1666  ___________________________________________________________________
 BS1666  X           -     710,520.982 (meters)                     COMP
 BS1666  Y           -  -5,368,182.469 (meters)                     COMP
 BS1666  Z           -   3,358,991.596 (meters)                     COMP
 BS1666  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BS1666  ELLIP HEIGHT-          35.76  (meters)          (09/03/97) GPS OBS
 BS1666  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BS1666
 BS1666  HORZ ORDER  -  FIRST
 BS1666  VERT ORDER  -  THIRD (See Below)
 BS1666  ELLP ORDER  -  FOURTH    CLASS II
 BS1666
 BS1666.The horizontal coordinates were established by GPS observations
 BS1666.and adjusted by the National Geodetic Survey in September 1997..
 BS1666
 BS1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1666.The vertical order pertains to the NGVD 29 superseded value.
 BS1666
 BS1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1666
 BS1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1666
 BS1666.The ellipsoidal height was determined by GPS observations
 BS1666.and is referenced to NAD 83.
 BS1666
 BS1666.The geoid height was determined by GEOID03.
 BS1666
 BS1666;                    North         East     Units Scale Factor Converg.
 BS1666;SPC GA E     -   220,034.676   172,253.645   MT  0.99990949   -0 09 19.9
 BS1666;SPC GA E     -   721,897.10    565,135.50   sFT  0.99990949   -0 09 19.9
 BS1666;UTM  17      - 3,539,647.729   362,038.967   MT  0.99983473   -0 46 25.0
 BS1666
 BS1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1666!SPC GA E     -   0.99999439  x   0.99990949  =   0.99990388
 BS1666!UTM  17      -   0.99999439  x   0.99983473  =   0.99982912
 BS1666
 BS1666:                Primary Azimuth Mark                     Grid Az
 BS1666:SPC GA E     -  BV 138 201 AZ MK                         270 58 18.5
 BS1666:UTM  17      -  BV 138 201 AZ MK                         271 35 23.6
 BS1666
 BS1666|---------------------------------------------------------------------|
 BS1666| PID    Reference Object                     Distance      Geod. Az  |
 BS1666|                                                           dddmmss.s |
 BS1666| BS1727 BV 138 201 AZ MK                    APPROX. 0.8 KM 2704858.6 |
 BS1666| BS1712 307 X                                38.547 METERS 32850     |
 BS1666|---------------------------------------------------------------------|
 BS1666
 BS1666                          SUPERSEDED SURVEY CONTROL
 BS1666
 BS1666  NAD 83(1986)-  31 59 04.16496(N)    082 27 37.00903(W) AD(       ) 1
 BS1666  NGVD 29 (12/08/88)   63.89   (m)          209.6    (f) LEVELING    3  
 BS1666
 BS1666.Superseded values are not recommended for survey control.
 BS1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1666.See file dsdata.txt to determine how the superseded data were derived.
 BS1666
 BS1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6203939648(NAD 83)
 BS1666_MARKER: DD = SURVEY DISK
 BS1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1666+STABILITY: SURFACE MOTION
 BS1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1666+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 BS1666
 BS1666  HISTORY     - Date     Condition        Report By
 BS1666  HISTORY     - 1985     MONUMENTED       GADT
 BS1666  HISTORY     - 19870112 GOOD
 BS1666
 BS1666                          STATION DESCRIPTION
 BS1666
 BS1666'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1666'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 BS1666'EAST OF THE MONTGOMERY COUNTY LINE AND
 BS1666'2.3 KM (1.4 MI) NORTH OF THE ALTAMAHA RIVER IN THE EXTREME
 BS1666'SOUTHWEST PART OF TOOMBS COUNTY.
 BS1666'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1666'
 BS1666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23,221 AND
 BS1666'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 5.1 KM (3.2 MI)
 BS1666'TO A RAILWAY CROSSING.  CONTINUE AHEAD FOR 8.0 KM (5.0 MI) TO THE
 BS1666'NORTH SIDE OF THE ALTAMAHA RIVER BRIDGE.  CONTINUE AHEAD FOR 3.2 KM
 BS1666'(2.9 MI) TO A PAVED CROSSROAD, S 2762, COUNTY ROAD 150.  TURN RIGHT,
 BS1666'EAST, FOR 2.3 KM (1.4 MI) TO THE MOSELEY CEMETERY ON THE LEFT.
 BS1666'CONTINUE AHEAD FOR 2.1 KM (1.3 MI) TO THE AZIMUTH MARK ON THE LEFT
 BS1666'AT AN OVERGROWN CEMETERY AND A FIELD ROAD ON THE RIGHT.  CONTINUE
 BS1666'AHEAD FOR 0.8 MI (0.5 KM) TO THE STATION ON THE RIGHT ON AN
 BS1666'EMBANKMENT ACROSS THE ROAD FROM THE APPROXIMATE CENTER OF COUNTY
 BS1666'SAND ROAD 63.
 BS1666'
 BS1666'THE STATION IS A STANDARD GADT DISK
 BS1666'STAMPED---138-201 1985---,
 BS1666'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1666'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1666'15.3 METERS (50.2 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD,
 BS1666'13.7 METERS (45.1 FT) EAST FROM A POWER POLE WITH GUY WIRE,
 BS1666'6.4 METERS (20.9 FT) WEST FROM A TELEPHONE BOX 1-50,
 BS1666'1.6 METERS (5.2 FT) NORTHWEST FROM A METAL WITNESS POST AND
 BS1666'1.3 METERS (4.2 FT) NORTH FROM A METAL WITNESS POST.
 BS1666'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1666'STAMPED---138-201 1985---,
 BS1666'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1666'
 BS1666'AZIMUTH MARK NO 1, IS A STANDARD GADT DISK
 BS1666'STAMPED---138-201 1985 AZ MK---
 BS1666'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 BS1666'WITH THE GROUND, LOCATED 14.3 METERS (47.0 FT) NORTH NORTHWEST OF
 BS1666'THE CENTER OF THE PAVED ROAD,  13.1 METERS (42.9 FT) WEST FROM A
 BS1666'FENCE CORNER POST, 2.7 METERS (8.9 FT) WEST SOUTHWEST FROM A 0.4
 BS1666'METER OAK AND 1.68 METERS (5.5 FT) EAST OF A METAL WITNESS POST. THE
 BS1666'UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1666'STAMPED---138-201 1985 AZ MK---,
 BS1666'SET IN AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 BS1666'
 BS1666'DESCRIBED BY B. PUTZIGER.
 BS1666
 BS1666                          STATION RECOVERY (1987)
 BS1666
 BS1666'RECOVERED 1987
 BS1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1727 ***********************************************************************
 BS1727  DESIGNATION -  BV 138 201 AZ MK
 BS1727  PID         -  BS1727
 BS1727  STATE/COUNTY-  GA/TOOMBS
 BS1727  USGS QUAD   -  GRAYS LANDING (1985)
 BS1727
 BS1727                         *CURRENT SURVEY CONTROL
 BS1727  ___________________________________________________________________
 BS1727* NAD 83(1994)-  31 59 04.52358(N)    082 28 07.13724(W)     ADJUSTED  
 BS1727* NAVD 88     -        65.5    (meters)     215.     (feet)  VERTCON   
 BS1727  ___________________________________________________________________
 BS1727  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BS1727  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BS1727
 BS1727  HORZ ORDER  -  SECOND
 BS1727
 BS1727.The horizontal coordinates were established by classical geodetic methods
 BS1727.and adjusted by the National Geodetic Survey in September 1997..
 BS1727
 BS1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1727
 BS1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1727
 BS1727.The geoid height was determined by GEOID03.
 BS1727
 BS1727;                    North         East     Units Scale Factor Converg.
 BS1727;SPC GA E     -   220,048.092   171,462.742   MT  0.99991004   -0 09 35.9
 BS1727;SPC GA E     -   721,941.12    562,540.68   sFT  0.99991004   -0 09 35.9
 BS1727;UTM  17      - 3,539,669.674   361,248.314   MT  0.99983743   -0 46 41.0
 BS1727
 BS1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1727!SPC GA E     -   0.99999418  x   0.99991004  =   0.99990422
 BS1727!UTM  17      -   0.99999418  x   0.99983743  =   0.99983161
 BS1727
 BS1727                          SUPERSEDED SURVEY CONTROL
 BS1727
 BS1727  NAD 83(1986)-  31 59 04.53043(N)    082 28 07.13979(W) AD(       ) 2
 BS1727  NGVD 29 (06/19/89)   65.7    (m)          216.     (f) VERT ANG       
 BS1727
 BS1727.Superseded values are not recommended for survey control.
 BS1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1727.See file dsdata.txt to determine how the superseded data were derived.
 BS1727
 BS1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR6124839670(NAD 83)
 BS1727_MARKER: DD = SURVEY DISK
 BS1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1727+STABILITY: SURFACE MOTION
 BS1727
 BS1727  HISTORY     - Date     Condition        Report By
 BS1727  HISTORY     - 1985     MONUMENTED       GADT
 BS1727
 BS1727                          STATION DESCRIPTION
 BS1727
 BS1727'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1727'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 BS1727'NORTH OF THE ALTAMAHA RIVER AND
 BS1727'1.1 KM (0.7 MI) EAST OF THE MONTGOMERY COUTY LINE IN THE EXTREME
 BS1727'SOUTHWEST PART OF TOOMBS COUNTY.
 BS1727'OWNERSHIP--COUNTY RIGHT OF WAY.
 BS1727'
 BS1727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 221 AND
 BS1727'341 IN HAZLEHURST, GO NORTH ON U.S. HIGHWAY 221 FOR 5.1 KM (3.2 MI)
 BS1727'TO A RAILWAY CROSSING.  CONTINUE AHEAD FOR 8.0 KM (5.0 MI) TO THE
 BS1727'NORTH SIDE OF THE ALTAMAHA RIVER BRIDGE.  CONTINUE AHEAD FOR
 BS1727'3.2 KM (2.0 MI) TO A PAVED CROSSROAD, S 2762, COUNTY ROAD 150.  TURN
 BS1727'RIGHT, EAST, FOR 2.3 KM (1.4 MI) TO THE MOSELEY CEMETERY ON THE
 BS1727'LEFT.
 BS1727'CONTINUE AHEAD FOR 2.1 KM (1.3 MI) TO THE STATION ON THE LEFT AT A
 BS1727'SMALL OVERGROWN CEMETERY.  THERE IS A FIELD ENTRANCE ON THE RIGHT.
 BS1727'
 BS1727'THE STATION IS A STANDARD GADT DISK
 BS1727'STAMPED---138-201 1985 AZ MK---,
 BS1727'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1727'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1727'14.3 METERS (47.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE ROAD,
 BS1727'13.1 METERS (42.9 FT) WEST FROM A FENCE CORNER POST,
 BS1727'2.7 METERS (8.9 FT) WEST-SOUTHWEST FROM A 0.4 METER OAK AND
 BS1727'1.68 METERS (5.5 FT) EAST FROM A WITNESS POST.
 BS1727'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1727'STAMPED---138-201 1985 AZ MK---,
 BS1727'SET INTO AN IRREGULAR MASS OF CONCRETE 0.7 METERS BELOW THE SURFACE.
 BS1727'
 BS1727'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BS1727'
 BS1727'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2818 ***********************************************************************
 CL2818  DESIGNATION -  BV 138 202
 CL2818  PID         -  CL2818
 CL2818  STATE/COUNTY-  GA/TOOMBS
 CL2818  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2818
 CL2818                         *CURRENT SURVEY CONTROL
 CL2818  ___________________________________________________________________
 CL2818* NAD 83(1994)-  32 00 52.96458(N)    082 20 52.43572(W)     ADJUSTED  
 CL2818* NAVD 88     -        38.51   (+/-2cm)     126.3    (feet)  VERTCON   
 CL2818  ___________________________________________________________________
 CL2818  X           -     720,809.437 (meters)                     COMP
 CL2818  Y           -  -5,364,996.642 (meters)                     COMP
 CL2818  Z           -   3,361,820.097 (meters)                     COMP
 CL2818  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CL2818  ELLIP HEIGHT-           9.92  (meters)          (09/03/97) GPS OBS
 CL2818  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CL2818
 CL2818  HORZ ORDER  -  FIRST
 CL2818  VERT ORDER  -  THIRD (See Below)
 CL2818  ELLP ORDER  -  FOURTH    CLASS II
 CL2818
 CL2818.The horizontal coordinates were established by GPS observations
 CL2818.and adjusted by the National Geodetic Survey in September 1997..
 CL2818
 CL2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2818.The vertical order pertains to the NGVD 29 superseded value.
 CL2818
 CL2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2818
 CL2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2818
 CL2818.The ellipsoidal height was determined by GPS observations
 CL2818.and is referenced to NAD 83.
 CL2818
 CL2818.The geoid height was determined by GEOID03.
 CL2818
 CL2818;                    North         East     Units Scale Factor Converg.
 CL2818;SPC GA E     -   223,362.465   182,879.240   MT  0.99990361   -0 05 45.9
 CL2818;SPC GA E     -   732,815.02    599,996.31   sFT  0.99990361   -0 05 45.9
 CL2818;UTM  17      - 3,542,860.367   372,698.905   MT  0.99979986   -0 42 52.8
 CL2818
 CL2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2818!SPC GA E     -   0.99999844  x   0.99990361  =   0.99990205
 CL2818!UTM  17      -   0.99999844  x   0.99979986  =   0.99979830
 CL2818
 CL2818:                Primary Azimuth Mark                     Grid Az
 CL2818:SPC GA E     -  BV 138 202 AZ MK                         193 38 19.8
 CL2818:UTM  17      -  BV 138 202 AZ MK                         194 15 26.7
 CL2818
 CL2818|---------------------------------------------------------------------|
 CL2818| PID    Reference Object                     Distance      Geod. Az  |
 CL2818|                                                           dddmmss.s |
 CL2818| CL2945 BV 138 202 AZ MK                    APPROX. 1.3 KM 1933233.9 |
 CL2818| CL2907 201 T                                33.303 METERS 24640     |
 CL2818|---------------------------------------------------------------------|
 CL2818
 CL2818                          SUPERSEDED SURVEY CONTROL
 CL2818
 CL2818  NAD 83(1986)-  32 00 52.97202(N)    082 20 52.44086(W) AD(       ) 1
 CL2818  NGVD 29 (12/08/88)   38.74   (m)          127.1    (f) LEVELING    3  
 CL2818
 CL2818.Superseded values are not recommended for survey control.
 CL2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2818.See file dsdata.txt to determine how the superseded data were derived.
 CL2818
 CL2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7269942860(NAD 83)
 CL2818_MARKER: DD = SURVEY DISK
 CL2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2818+STABILITY: SURFACE MOTION
 CL2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2818+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1986
 CL2818
 CL2818  HISTORY     - Date     Condition        Report By
 CL2818  HISTORY     - 1985     MONUMENTED       GADT
 CL2818  HISTORY     - 19861119 GOOD
 CL2818
 CL2818                          STATION DESCRIPTION
 CL2818
 CL2818'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2818'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 CL2818'SOUTH OF LYONS,
 CL2818'14.5 KM (9.0 MI) EAST OF UVALDA AND
 CL2818'8.0 KM (5.0 MI) NORTH OF THE U.S. HIGHWAY BRIDGE OVER THE ALTAMAHA
 CL2818'RIVER.
 CL2818'OWNERSHIP--STATE RIGHT OF WAY.
 CL2818'
 CL2818'TO REACH THE STATION FROM THE ENTRANCE TO THE HATCH NUCLEAR PLANT
 CL2818'GO NORTH ON U.S. HIGHWAY 1 FOR 0.6 KM (0.4 MI) TO THE SOUTH END OF
 CL2818'THE BRIDGE OVER THE ALTAMAHA RIVER.  CONTINUE AHEAD FOR 3.5 KM
 CL2818'(2.2 MI) TO STATE ROUTE S 2762, STATE ROUTE 147 CROSSING. CONTINUE
 CL2818'AHEAD FOR 3.5 KM (2.2 MI) TO COUNTY SAND ROAD 43 ON THE RIGHT.
 CL2818'CONTINUE AHEAD FOR 1.6 KM (1.0 MI) TO THE STATION ON THE RIGHT IN A
 CL2818'SMALL CIRCLE DRIVE AT A DESTROYED BUILDING ACROSS THE HIGHWAY FROM A
 CL2818'GRAY HOUSE.
 CL2818'
 CL2818'THE STATION IS A STANDARD GADT DISK
 CL2818'STAMPED---138-202 1985---,
 CL2818'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2818'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2818'16.3 METERS (53.6 FT) NORTH FROM A POWER POLE WITH LIGHT,
 CL2818'10.8 METERS (35.4 FT) EAST-SOUTHEAST FROM THE CENTER OF THE HIGHWAY,
 CL2818'4.0 METERS (13.2 FT) EAST-SOUTHEAST FROM THE BACK EDGE OF A
 CL2818'CONCRETE CURB,
 CL2818'1.2 METERS (3.9 FT) WEST-NORTHWEST FROM THE BACK EDGE OF A CONCRETE
 CL2818'CURB AND
 CL2818'1.4 METERS (4.5 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CL2818'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2818'STAMPED---138-202 1985---,
 CL2818'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2818'
 CL2818'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2818'STAMPED---138-202 1985 AZ MK---,
 CL2818'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2818'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2818'12.6 METERS (41.3 FT) EAST FROM A FENCE CORNER 1 METER HIGHER THAN
 CL2818'THE STATION,
 CL2818'6.5 METERS (21.3 FT) WEST-NORTHWEST FROM THE CENTER OF THE HIGHWAY
 CL2818'AND,
 CL2818'1.5 METERS (5.0 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 CL2818'TO REACH THE AZIMUTH FROM THE STATION,
 CL2818'GO SOUTH FOR 1.3 KM (0.8 MI) ON U.S. HIGHWAY 1 TO THE STATION ON
 CL2818'RIGHT 40 METERS NORTH OF A PIPE CULVERT AT A FIELD ROAD WEST.
 CL2818'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2818'STAMPED---138-202 1985 AZ MK---,
 CL2818'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2818'
 CL2818'DESCRIBED BY B. PUTZIGER.
 CL2818
 CL2818                          STATION RECOVERY (1986)
 CL2818
 CL2818'RECOVERED 1986
 CL2818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2945 ***********************************************************************
 CL2945  DESIGNATION -  BV 138 202 AZ MK
 CL2945  PID         -  CL2945
 CL2945  STATE/COUNTY-  GA/TOOMBS
 CL2945  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2945
 CL2945                         *CURRENT SURVEY CONTROL
 CL2945  ___________________________________________________________________
 CL2945* NAD 83(1994)-  32 00 12.99920(N)    082 21 03.73261(W)     ADJUSTED  
 CL2945* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 CL2945  ___________________________________________________________________
 CL2945  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 CL2945  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CL2945
 CL2945  HORZ ORDER  -  SECOND
 CL2945
 CL2945.The horizontal coordinates were established by classical geodetic methods
 CL2945.and adjusted by the National Geodetic Survey in September 1997..
 CL2945
 CL2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2945
 CL2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2945
 CL2945.The geoid height was determined by GEOID03.
 CL2945
 CL2945;                    North         East     Units Scale Factor Converg.
 CL2945;SPC GA E     -   222,132.076   182,580.695   MT  0.99990374   -0 05 51.8
 CL2945;SPC GA E     -   728,778.32    599,016.83   sFT  0.99990374   -0 05 51.8
 CL2945;UTM  17      - 3,541,633.399   372,387.128   MT  0.99980084   -0 42 58.0
 CL2945
 CL2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2945!SPC GA E     -   0.99999605  x   0.99990374  =   0.99989979
 CL2945!UTM  17      -   0.99999605  x   0.99980084  =   0.99979689
 CL2945
 CL2945                          SUPERSEDED SURVEY CONTROL
 CL2945
 CL2945  NAD 83(1986)-  32 00 13.00687(N)    082 21 03.73900(W) AD(       ) 2
 CL2945  NGVD 29 (06/19/89)   54.     (m)          177.     (f) VERT ANG       
 CL2945
 CL2945.Superseded values are not recommended for survey control.
 CL2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2945.See file dsdata.txt to determine how the superseded data were derived.
 CL2945
 CL2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7238741633(NAD 83)
 CL2945_MARKER: DD = SURVEY DISK
 CL2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2945+STABILITY: SURFACE MOTION
 CL2945
 CL2945  HISTORY     - Date     Condition        Report By
 CL2945  HISTORY     - 1985     MONUMENTED       GADT
 CL2945
 CL2945                          STATION DESCRIPTION
 CL2945
 CL2945'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2945'THE STATION IS LOCATED ABOUT 22.2 KM (13.8 MI)
 CL2945'SOUTH OF LYONS,
 CL2945'14.5 KM (9.0 MI) EAST OF UVALDA AND
 CL2945'6.7 KM (4.2 MI) NORTH OF THE BRIDGE OVER THE ALTAMAHA RIVER.
 CL2945'OWNERSHIP--STATE RIGHT OF WAY.
 CL2945'
 CL2945'TO REACH THE STATION FROM THE ENTRANCE TO THE HATCH NUCLEAR PLANT,
 CL2945'GO NORTH ON U.S. HIGHWAY 1 FOR 0.6 KM (0.4 MI) TO THE SOUTH SIDE OF
 CL2945'THE BRIDGE OVER THE ALTAMAHA RIVER.  CONTINUE AHEAD FOR 3.5 KM
 CL2945'(2.2 MI) TO STATE ROUTE S 2762, STATE ROUTE 147 CROSSING.  CONTINUE
 CL2945'AHEAD FOR 3.5 KM (2.2 MI) TO COUNTY SAND ROAD 43 ON THE RIGHT.
 CL2945'CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT 39
 CL2945'METERS NORTH OF A PIPE CULVERT AT A FIELD ROAD WEST.
 CL2945'
 CL2945'THE STATION IS A STANDARD GADT DISK
 CL2945'STAMPED---138-202 1985 AZ MK---,
 CL2945'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2945'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2945'12.6 METERS (41.3 FT) EAST FROM A FENCE CORNER 1 METER HIGHER THAN
 CL2945'THE STATION,
 CL2945'6.5 METERS (21.3 FT) WEST-NORTHWEST FROM THE CENTER OF THE HIGHWAY
 CL2945'AND
 CL2945'1.5 METERS (5.0 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 CL2945'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2945'STAMPED---138-202 1985 AZ MK---,
 CL2945'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2945'
 CL2945'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2945'
 CL2945'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2819 ***********************************************************************
 CL2819  DESIGNATION -  BV 138 203
 CL2819  PID         -  CL2819
 CL2819  STATE/COUNTY-  GA/TOOMBS
 CL2819  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2819
 CL2819                         *CURRENT SURVEY CONTROL
 CL2819  ___________________________________________________________________
 CL2819* NAD 83(1994)-  32 01 01.55543(N)    082 13 56.74161(W)     ADJUSTED  
 CL2819* NAVD 88     -        65.2    (meters)     214.     (feet)  VERTCON   
 CL2819  ___________________________________________________________________
 CL2819  X           -     731,604.323 (meters)                     COMP
 CL2819  Y           -  -5,363,416.173 (meters)                     COMP
 CL2819  Z           -   3,362,058.414 (meters)                     COMP
 CL2819  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 CL2819  ELLIP HEIGHT-          36.23  (meters)          (09/03/97) GPS OBS
 CL2819  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CL2819
 CL2819  HORZ ORDER  -  FIRST
 CL2819  ELLP ORDER  -  FOURTH    CLASS II
 CL2819
 CL2819.The horizontal coordinates were established by GPS observations
 CL2819.and adjusted by the National Geodetic Survey in September 1997..
 CL2819
 CL2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2819
 CL2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2819
 CL2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2819
 CL2819.The ellipsoidal height was determined by GPS observations
 CL2819.and is referenced to NAD 83.
 CL2819
 CL2819.The geoid height was determined by GEOID03.
 CL2819
 CL2819;                    North         East     Units Scale Factor Converg.
 CL2819;SPC GA E     -   223,614.589   193,787.758   MT  0.99990048   -0 02 05.5
 CL2819;SPC GA E     -   733,642.20    635,785.34   sFT  0.99990048   -0 02 05.5
 CL2819;UTM  17      - 3,542,994.688   383,608.215   MT  0.99976707   -0 39 12.5
 CL2819
 CL2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2819!SPC GA E     -   0.99999431  x   0.99990048  =   0.99989479
 CL2819!UTM  17      -   0.99999431  x   0.99976707  =   0.99976138
 CL2819
 CL2819                          SUPERSEDED SURVEY CONTROL
 CL2819
 CL2819  NAD 83(1986)-  32 01 01.56195(N)    082 13 56.74628(W) AD(       ) 1
 CL2819  NGVD 29 (12/08/88)   65.5    (m)          215.     (f) GPS OBS        
 CL2819
 CL2819.Superseded values are not recommended for survey control.
 CL2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2819.See file dsdata.txt to determine how the superseded data were derived.
 CL2819
 CL2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8360842995(NAD 83)
 CL2819_MARKER: DD = SURVEY DISK
 CL2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2819+STABILITY: SURFACE MOTION
 CL2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2819+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1986
 CL2819
 CL2819  HISTORY     - Date     Condition        Report By
 CL2819  HISTORY     - 1985     MONUMENTED       GADT
 CL2819  HISTORY     - 19861117 GOOD
 CL2819
 CL2819                          STATION DESCRIPTION
 CL2819
 CL2819'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2819'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 CL2819'WEST OF THE REIDSVILLE STATE PRISON AND
 CL2819'13.4 KM (8.3 MI) SOUTHWEST OF REIDSVILLE.
 CL2819'OWNERSHIP--STATE RIGHT OF WAY.
 CL2819'
 CL2819'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23 AND 121
 CL2819'WITH U.S. HIGHWAY 280 IN REIDSVILLE, GO WEST ON THE U.S. HIGHWAY FOR
 CL2819'1.4 KM (0.9 MI) TO A Y ROAD LEFT, THE SECOND ONE, STATE ROUTE 147
 CL2819'WAS THE FIRST.  BEAR LEFT ONTO STATE ROUTE 56 FOR 4.7 KM (2.9 MI)
 CL2819'TO A BRIDGE OVER THE OHOOPEE RIVER.  CONTINUE AHEAD FOR 7.4 KM
 CL2819'(4.6 MI) TO A PAVED CROSSROAD AT NEW BRANCH.  TURN LEFT, NOW ON
 CL2819'STATE ROUTE 178 FOR 8.0 KM (5.0 MI) TO A PAVED ROAD RIGHT, THIS IS
 CL2819'STATE ROUTE 147 AGAIN, AND THE STATION ON THE RIGHT IN THE SOUTHWEST
 CL2819'QUADRANT.  THERE IS A SAND ROAD ON THE LEFT.  THIS AREA HAS BEEN
 CL2819'PLANTED IN TWO ROWS OF DOGWOOD TREES AND COULD BE CONSIDERED A PARK.
 CL2819'
 CL2819'THE STATION IS A STANDARD GADT DISK
 CL2819'STAMPED---138-203 1985---,
 CL2819'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2819'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2819'36.6 METERS (120.0 FT) NORTHWEST FROM THE CENTER OF STATE ROUTE 147,
 CL2819'32.1 METERS (105.4 FT) NORTH-NORTHEAST FROM A JUNCTION POWER POLE,
 CL2819'14.4 METERS (47.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF ROTE 178,
 CL2819'2.0 METERS (6.5 FT) NORTHEAST FROM A WITNESS POST AND
 CL2819'1.9 METERS (6.3 FT) EAST-SOUTHEAST FROM A 1 METER HIGH DOGWOOD.
 CL2819'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2819'STAMPED---138-203 1985---,
 CL2819'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2819'
 CL2819'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2819'STAMPED---138-203 1985 AZ MK---,
 CL2819'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2819'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2819'10.9 METERS (35.9 FT) NORTH-NORTHEAST FROM THE CENTER OF ROUTE 147,
 CL2819'4.2 METERS (13.6 FT) SOUTH-SOUTHWEST FROM A POWER POLE AND
 CL2819'1.6 METERS (5.1 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2819'TO REACH THE AZIMUTH FROM THE STATION,
 CL2819'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.7 KM (0.45 MI) ON TO
 CL2819'STATE ROUTE 147 TO THE STATION ON THE LEFT NEAR A POWER POLE.
 CL2819'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2819'STAMPED---138-203 1985 AZ MK---,
 CL2819'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2819'
 CL2819'DESCRIBED BY B. PUTZIGER.
 CL2819
 CL2819                          STATION RECOVERY (1986)
 CL2819
 CL2819'RECOVERED 1986
 CL2819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2946 ***********************************************************************
 CL2946  DESIGNATION -  BV 138 203 AZ MK
 CL2946  PID         -  CL2946
 CL2946  STATE/COUNTY-  GA/TOOMBS
 CL2946  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2946
 CL2946                         *CURRENT SURVEY CONTROL
 CL2946  ___________________________________________________________________
 CL2946* NAD 83(1994)-  32 00 58.66615(N)    082 13 30.72852(W)     ADJUSTED  
 CL2946* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 CL2946  ___________________________________________________________________
 CL2946  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 CL2946  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CL2946
 CL2946  HORZ ORDER  -  SECOND
 CL2946
 CL2946.The horizontal coordinates were established by classical geodetic methods
 CL2946.and adjusted by the National Geodetic Survey in September 1997..
 CL2946.No horizontal observational check was made to the station.
 CL2946
 CL2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2946
 CL2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2946
 CL2946.The geoid height was determined by GEOID03.
 CL2946
 CL2946;                    North         East     Units Scale Factor Converg.
 CL2946;SPC GA E     -   223,525.210   194,470.309   MT  0.99990038   -0 01 51.7
 CL2946;SPC GA E     -   733,348.96    638,024.67   sFT  0.99990038   -0 01 51.7
 CL2946;UTM  17      - 3,542,897.958   384,289.670   MT  0.99976512   -0 38 58.7
 CL2946
 CL2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2946!SPC GA E     -   0.99999479  x   0.99990038  =   0.99989517
 CL2946!UTM  17      -   0.99999479  x   0.99976512  =   0.99975991
 CL2946
 CL2946                          SUPERSEDED SURVEY CONTROL
 CL2946
 CL2946  NAD 83(1986)-  32 00 58.67202(N)    082 13 30.73330(W) AD(       ) 2
 CL2946  NGVD 29 (06/19/89)   62.     (m)          203.     (f) VERT ANG       
 CL2946
 CL2946.Superseded values are not recommended for survey control.
 CL2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2946.See file dsdata.txt to determine how the superseded data were derived.
 CL2946
 CL2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8429042898(NAD 83)
 CL2946_MARKER: DD = SURVEY DISK
 CL2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2946+STABILITY: SURFACE MOTION
 CL2946
 CL2946  HISTORY     - Date     Condition        Report By
 CL2946  HISTORY     - 1985     MONUMENTED       GADT
 CL2946
 CL2946                          STATION DESCRIPTION
 CL2946
 CL2946'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2946'THE STATION IS LOCATED ABOUT 7.0 KM (4.4 MI)
 CL2946'WEST-NORTHWEST OF THE STATE PRISON AND
 CL2946'13.4 KM (8.3 MI) SOUTHWEST OF REIDSVILLE.
 CL2946'OWNERSHIP--STATE RIGHT OF WAY.
 CL2946'
 CL2946'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23 AND 121
 CL2946'WITH U.S. HIGHWAY 280 IN REIDSVILLE, GO WEST ON THE U.S. HIGHWAY FOR
 CL2946'1.4 KM (0.9 MI) TO A Y ROAD LEFT.  BEAR LEFT ONTO STATE ROUTE 56 FOR
 CL2946'4.7 KM (2.9 MI) TO A BRIDGE OVER THE OHOOPEE RIVER.  CONTINUE AHEAD
 CL2946'FOR 7.4 KM (4.6 MI) TO A PAVED CROOSROADS AT NEW BRANCH.  TURN LEFT
 CL2946'SOUTH ONTO STATE ROUTE 178 FOR 8.0 KM (5.0 MI) TO A PAVED ROAD RIGHT
 CL2946'AND SAND ROAD LEFT.  CONTINUE AHEAD NOW ON STATE ROUTE 147 FOR
 CL2946'0.7 KM (0.45 MI) TO THE STATION ON THE LEFT AT A POWER POLE.
 CL2946'
 CL2946'THE STATION IS A STANDARD GADT DISK
 CL2946'STAMPED---138-203 1985 AZ MK---,
 CL2946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2946'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2946'10.9 METERS (35.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2946'4.2 METERS (13.6 FT) SOUTH-SOUTHWEST FROM A POWER POLE AND,
 CL2946'1.6 METERS (5.1 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2946'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2946'STAMPED---138-203 1985 AZ MK---,
 CL2946'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2946'
 CL2946'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2946'
 CL2946'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2820 ***********************************************************************
 CL2820  DESIGNATION -  BV 138 204
 CL2820  PID         -  CL2820
 CL2820  STATE/COUNTY-  GA/TOOMBS
 CL2820  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2820
 CL2820                         *CURRENT SURVEY CONTROL
 CL2820  ___________________________________________________________________
 CL2820* NAD 83(1994)-  32 04 54.91866(N)    082 13 39.23813(W)     ADJUSTED  
 CL2820* NAVD 88     -        55.9    (meters)     183.     (feet)  VERTCON   
 CL2820  ___________________________________________________________________
 CL2820  X           -     731,542.526 (meters)                     COMP
 CL2820  Y           -  -5,359,566.838 (meters)                     COMP
 CL2820  Z           -   3,368,146.009 (meters)                     COMP
 CL2820  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CL2820  ELLIP HEIGHT-          26.84  (meters)          (09/03/97) GPS OBS
 CL2820  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL2820
 CL2820  HORZ ORDER  -  FIRST
 CL2820  ELLP ORDER  -  FOURTH    CLASS II
 CL2820
 CL2820.The horizontal coordinates were established by GPS observations
 CL2820.and adjusted by the National Geodetic Survey in September 1997..
 CL2820
 CL2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2820
 CL2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2820
 CL2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2820
 CL2820.The ellipsoidal height was determined by GPS observations
 CL2820.and is referenced to NAD 83.
 CL2820
 CL2820.The geoid height was determined by GEOID03.
 CL2820
 CL2820;                    North         East     Units Scale Factor Converg.
 CL2820;SPC GA E     -   230,801.688   194,251.114   MT  0.99990041   -0 01 56.4
 CL2820;SPC GA E     -   757,221.87    637,305.53   sFT  0.99990041   -0 01 56.4
 CL2820;UTM  17      - 3,550,175.397   384,149.137   MT  0.99976552   -0 39 07.5
 CL2820
 CL2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2820!SPC GA E     -   0.99999579  x   0.99990041  =   0.99989620
 CL2820!UTM  17      -   0.99999579  x   0.99976552  =   0.99976131
 CL2820
 CL2820                          SUPERSEDED SURVEY CONTROL
 CL2820
 CL2820  NAD 83(1986)-  32 04 54.92467(N)    082 13 39.24223(W) AD(       ) 1
 CL2820  NGVD 29 (12/08/88)   56.1    (m)          184.     (f) GPS OBS        
 CL2820
 CL2820.Superseded values are not recommended for survey control.
 CL2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2820.See file dsdata.txt to determine how the superseded data were derived.
 CL2820
 CL2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8414950175(NAD 83)
 CL2820_MARKER: DD = SURVEY DISK
 CL2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2820+STABILITY: SURFACE MOTION
 CL2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2820+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1986
 CL2820
 CL2820  HISTORY     - Date     Condition        Report By
 CL2820  HISTORY     - 1985     MONUMENTED       GADT
 CL2820  HISTORY     - 19861118 GOOD
 CL2820
 CL2820                          STATION DESCRIPTION
 CL2820
 CL2820'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2820'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI)
 CL2820'WEST OF THE TATTNALL COUNTY LINE AND
 CL2820'7.2 KM (4.5 MI) NORTHWEST OF OF THE STATE PRISON.
 CL2820'OWNERSHIP--STATE RIGHT OF WAY.
 CL2820'
 CL2820'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23 AND 121
 CL2820'WITH U.S. HIGHWAY 280 IN REIDSVILLE, GO WEST ON THE U.S. HIGHWAY FOR
 CL2820'1.4 KM (0.9 MI) TO THE SECOND Y ROAD LEFT.  TURN LEFT ONTO STATE
 CL2820'ROUTE 56 FOR 4.7 KM (2.9 MI) TO A BRIDGE OVER THE OHOOPEE RIVER.
 CL2820'CONTINUE AHEAD FOR 4.3 KM (2.7 MI) TO THE AZIMUTH MARK ON THE RIGHT
 CL2820'JUST BEFORE A BROWN HOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 0.7 KM
 CL2820'(0.4 MI) TO THE STATION ON THE LEFT AT A CONSPICUOUS FIELD WELL PUMP
 CL2820'ABOUT 2 METERS HIGH AND APPROXIMATELY 100 METERS EAST OF A LOW
 CL2820'HOUSE WITH METAL OUTBUILDINGS ON THE RIGHT.
 CL2820'
 CL2820'THE STATION IS A STANDARD GADT DISK
 CL2820'STAMPED---138-204 1985---,
 CL2820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2820'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2820'14.4 METERS (47.3 FT) SOUTH FROM THE CENTER OF THE ROAD,
 CL2820'6.1 METERS (20.0 FT) NORTHWEST FROM A POLE WITH A METER,
 CL2820'3.8 METERS (12.5 FT) SOUTHEAST FROM A POWER POLE WITH TRANSFORMER,
 CL2820'2.5 METERS (8.2 FT) EAST-NORTHEAST FROM THE WELL PUMP AND
 CL2820'2.44 METERS (8.0 FT) WEST-NORTHWEST FROM A WINESS POST.
 CL2820'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2820'STAMPED---138-204 1985---,
 CL2820'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2820'
 CL2820'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2820'STAMPED---138-204 1985 AZ MK---,
 CL2820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2820'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2820'63.9 METERS (209.7 FT) EAST-SOUTHEAST FROM A POWER POLE WITH A
 CL2820'LIGHT AND TRANSFORMER,
 CL2820'18.4 METERS (60.2 FT) WEST FROM A POWER POLE,
 CL2820'10.0 METERS (32.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD
 CL2820'AND,
 CL2820'1.3 METERS (4.3 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CL2820'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2820'STAMPED---138-204 1985 AZ MK---,
 CL2820'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2820'
 CL2820'DESCRIBED BY B. PUTZIGER.
 CL2820
 CL2820                          STATION RECOVERY (1986)
 CL2820
 CL2820'RECOVERED 1986
 CL2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2947 ***********************************************************************
 CL2947  DESIGNATION -  BV 138 204 AZ MK
 CL2947  PID         -  CL2947
 CL2947  STATE/COUNTY-  GA/TOOMBS
 CL2947  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2947
 CL2947                         *CURRENT SURVEY CONTROL
 CL2947  ___________________________________________________________________
 CL2947* NAD 83(1994)-  32 04 49.70592(N)    082 13 13.59170(W)     ADJUSTED  
 CL2947* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 CL2947  ___________________________________________________________________
 CL2947  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CL2947  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CL2947
 CL2947  HORZ ORDER  -  SECOND
 CL2947
 CL2947.The horizontal coordinates were established by classical geodetic methods
 CL2947.and adjusted by the National Geodetic Survey in September 1997..
 CL2947.No horizontal observational check was made to the station.
 CL2947
 CL2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2947
 CL2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2947
 CL2947.The geoid height was determined by GEOID03.
 CL2947
 CL2947;                    North         East     Units Scale Factor Converg.
 CL2947;SPC GA E     -   230,640.782   194,923.537   MT  0.99990032   -0 01 42.8
 CL2947;SPC GA E     -   756,693.97    639,511.64   sFT  0.99990032   -0 01 42.8
 CL2947;UTM  17      - 3,550,007.251   384,819.690   MT  0.99976361   -0 38 53.7
 CL2947
 CL2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2947!SPC GA E     -   0.99999603  x   0.99990032  =   0.99989635
 CL2947!UTM  17      -   0.99999603  x   0.99976361  =   0.99975964
 CL2947
 CL2947                          SUPERSEDED SURVEY CONTROL
 CL2947
 CL2947  NAD 83(1986)-  32 04 49.71130(N)    082 13 13.59597(W) AD(       ) 2
 CL2947  NGVD 29 (06/19/89)   55.     (m)          180.     (f) VERT ANG       
 CL2947
 CL2947.Superseded values are not recommended for survey control.
 CL2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2947.See file dsdata.txt to determine how the superseded data were derived.
 CL2947
 CL2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8482050007(NAD 83)
 CL2947_MARKER: DD = SURVEY DISK
 CL2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2947+STABILITY: SURFACE MOTION
 CL2947
 CL2947  HISTORY     - Date     Condition        Report By
 CL2947  HISTORY     - 1985     MONUMENTED       GADT
 CL2947
 CL2947                          STATION DESCRIPTION
 CL2947
 CL2947'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2947'THE STATION IS LOCATED ABOUT 7.8 KM (4.9 MI)
 CL2947'NORTHWEST OF THE GEORGIA STATE PRISON AND
 CL2947'1.5 KM (1.0 MI) WEST OF THE TATTNALL COUNTY LINE.
 CL2947'OWNERSHIP--STATE RIGHT OF WAY.
 CL2947'
 CL2947'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23 AND 121
 CL2947'WITH U.S. HIGHWAY 280 IN REIDSVILLE, GO WEST ON THE U.S. HIGHWAY
 CL2947'FOR 1.4 KM TO A Y ROAD LEFT.  BEAR LEFT ONTO STATE ROUTE 56 FOR
 CL2947'4.7 KM (2.9 MI0 TO THE BRIDGE OVER THE OHOOPEE RIVER.  CONTINUE
 CL2947'AHEAD FOR 4.3 KM (2.7 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 CL2947'REACHING A BROWN HOUSE ON THE RIGHT.
 CL2947'
 CL2947'THE STATION IS A STANDARD GADT DISK.
 CL2947'STAMPED---138-204 1985 AZ MK---,
 CL2947'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2947'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2947'63.9 METERS (209.7 FT) EAST-SOUTHEAST FROM A POWER POLE WITH LIGHT
 CL2947'AND TRANSFORMER,
 CL2947'18.4 METERS (60.2 FT) WEST FROM A POWER POLE,
 CL2947'10.0 METERS (32.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD
 CL2947'AND,
 CL2947'1.3 METERS (4.3 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CL2947'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2947'STAMPED---138-204 1985 AZ MK---,
 CL2947'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2947'
 CL2947'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2947'
 CL2947'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2821 ***********************************************************************
 CL2821  DESIGNATION -  BV 138 205
 CL2821  PID         -  CL2821
 CL2821  STATE/COUNTY-  GA/TOOMBS
 CL2821  USGS QUAD   -  OHOOPEE (1981)
 CL2821
 CL2821                         *CURRENT SURVEY CONTROL
 CL2821  ___________________________________________________________________
 CL2821* NAD 83(1994)-  32 07 35.80659(N)    082 12 34.20615(W)     ADJUSTED  
 CL2821* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 CL2821  ___________________________________________________________________
 CL2821  X           -     732,875.039 (meters)                     COMP
 CL2821  Y           -  -5,356,724.824 (meters)                     COMP
 CL2821  Z           -   3,372,342.915 (meters)                     COMP
 CL2821  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CL2821  ELLIP HEIGHT-          24.91  (meters)          (09/03/97) GPS OBS
 CL2821  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CL2821
 CL2821  HORZ ORDER  -  FIRST
 CL2821  ELLP ORDER  -  FOURTH    CLASS II
 CL2821
 CL2821.The horizontal coordinates were established by GPS observations
 CL2821.and adjusted by the National Geodetic Survey in September 1997..
 CL2821
 CL2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2821
 CL2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2821
 CL2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2821
 CL2821.The ellipsoidal height was determined by GPS observations
 CL2821.and is referenced to NAD 83.
 CL2821
 CL2821.The geoid height was determined by GEOID03.
 CL2821
 CL2821;                    North         East     Units Scale Factor Converg.
 CL2821;SPC GA E     -   235,756.107   195,958.358   MT  0.99990020   -0 01 22.0
 CL2821;SPC GA E     -   773,476.49    642,906.71   sFT  0.99990020   -0 01 22.0
 CL2821;UTM  17      - 3,555,110.371   385,909.661   MT  0.99976052   -0 38 35.8
 CL2821
 CL2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2821!SPC GA E     -   0.99999609  x   0.99990020  =   0.99989629
 CL2821!UTM  17      -   0.99999609  x   0.99976052  =   0.99975661
 CL2821
 CL2821                          SUPERSEDED SURVEY CONTROL
 CL2821
 CL2821  NAD 83(1986)-  32 07 35.81267(N)    082 12 34.20877(W) AD(       ) 1
 CL2821  NGVD 29 (12/08/88)   54.3    (m)          178.     (f) GPS OBS        
 CL2821
 CL2821.Superseded values are not recommended for survey control.
 CL2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2821.See file dsdata.txt to determine how the superseded data were derived.
 CL2821
 CL2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8591055110(NAD 83)
 CL2821_MARKER: DD = SURVEY DISK
 CL2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2821+STABILITY: SURFACE MOTION
 CL2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2821+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1986
 CL2821
 CL2821  HISTORY     - Date     Condition        Report By
 CL2821  HISTORY     - 1985     MONUMENTED       GADT
 CL2821  HISTORY     - 19861117 GOOD
 CL2821
 CL2821                          STATION DESCRIPTION
 CL2821
 CL2821'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2821'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 CL2821'WEST OF REIDSVILLE AND
 CL2821'13.7 KM (8.5 MI) SOUTHEAST OF LYONS.
 CL2821'OWNERSHIP--STATE RIGHT OF WAY.
 CL2821'
 CL2821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 121
 CL2821'WITH U.S. HIGHWAY 280 IN REIDSVILLE, GO WEST ON THE U.S. HIGHWAY
 CL2821'FOR 3.7 KM (2.3 MI) TO THE BRIDGE OVER BRAZELLS CREEK.  CONTINUE
 CL2821'AHEAD FOR 4.8 KM (3.0 MI) TO THE EAST SIDE OF THE BRIGDE OVER THE
 CL2821'OHOOPEE RIVER.  CONTINUE AHEAD FOR 2.3 KM (1.4 MI) TO STATE ROUTE
 CL2821'86 ON THE RIGHT , COUNTY SAND ROAD 156 ON THE LEFT AND THE STATION
 CL2821'IN THE SOUTHWEST QUADRANT.
 CL2821'
 CL2821'THE STATION IS A STANDARD GADT DISK
 CL2821'STAMPED---138-205 1985---,
 CL2821'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2821'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2821'46.8 METERS (153.4 FT) SOUTH FROM A POWER POLE WITH CABLE WARNING
 CL2821'SIGN,
 CL2821'42.7 METERS (140.2 FT) SOUTHEAST FROM A POWER POLE WITH GUY,
 CL2821'19.5 METERS (63.9 FT) WEST-NORTHWEST FROM THE CENTER OF ROAD 156,
 CL2821'17.6 METERS (57.8 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY AND,
 CL2821'10.9 METERS (35.7 FT) WEST FROM A WITNESS POST.
 CL2821'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2821'STAMPED---138-205 1985---,
 CL2821'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2821'
 CL2821'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2821'STAMPED---138-205 1985 AZ MK---,
 CL2821'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2821'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2821'9.5 METERS (31.2 FT) SOUTH-SOUTHEAST FROM AN OLD SIGN FRAME POST,
 CL2821'8.4 METERS (27.5 FT) NORTHEAST FROM THE CENTER OF U.S. HIGHWAY 280
 CL2821'AND
 CL2821'1.8 METERS (6.0 FT) SOUTHWEST FROM A WITNESS POST.
 CL2821'TO REACH THE AZIMUTH FROM THE STATION,
 CL2821'GO EAST FOR 0.8 KM (0.5 MI) ON U.S. HIGHWAY 280 TO THE STATION ON
 CL2821'THE LEFT WHERE THE HIGHWAY HAS A WIDE SHOULDER.
 CL2821'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2821'STAMPED---138-205 1985 AZ MK---,
 CL2821'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2821'
 CL2821'DESCRIBED BY B. PUTZIGER.
 CL2821
 CL2821                          STATION RECOVERY (1986)
 CL2821
 CL2821'RECOVERED 1986
 CL2821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2948 ***********************************************************************
 CL2948  DESIGNATION -  BV 138 205 AZ MK
 CL2948  PID         -  CL2948
 CL2948  STATE/COUNTY-  GA/TOOMBS
 CL2948  USGS QUAD   -  REIDSVILLE WEST (1985)
 CL2948
 CL2948                         *CURRENT SURVEY CONTROL
 CL2948  ___________________________________________________________________
 CL2948* NAD 83(1994)-  32 07 23.50148(N)    082 12 05.73145(W)     ADJUSTED  
 CL2948* NAVD 88     -        45.     (meters)     148.     (feet)  VERTCON   
 CL2948  ___________________________________________________________________
 CL2948  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CL2948  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CL2948
 CL2948  HORZ ORDER  -  SECOND
 CL2948
 CL2948.The horizontal coordinates were established by classical geodetic methods
 CL2948.and adjusted by the National Geodetic Survey in September 1997..
 CL2948.No horizontal observational check was made to the station.
 CL2948
 CL2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2948
 CL2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2948
 CL2948.The geoid height was determined by GEOID03.
 CL2948
 CL2948;                    North         East     Units Scale Factor Converg.
 CL2948;SPC GA E     -   235,376.848   196,704.539   MT  0.99990013   -0 01 06.9
 CL2948;SPC GA E     -   772,232.21    645,354.81   sFT  0.99990013   -0 01 06.9
 CL2948;UTM  17      - 3,554,723.108   386,651.586   MT  0.99975844   -0 38 20.4
 CL2948
 CL2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2948!SPC GA E     -   0.99999743  x   0.99990013  =   0.99989756
 CL2948!UTM  17      -   0.99999743  x   0.99975844  =   0.99975587
 CL2948
 CL2948                          SUPERSEDED SURVEY CONTROL
 CL2948
 CL2948  NAD 83(1986)-  32 07 23.50687(N)    082 12 05.73445(W) AD(       ) 2
 CL2948  NGVD 29 (06/19/89)   46.     (m)          151.     (f) VERT ANG       
 CL2948
 CL2948.Superseded values are not recommended for survey control.
 CL2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2948.See file dsdata.txt to determine how the superseded data were derived.
 CL2948
 CL2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8665254723(NAD 83)
 CL2948_MARKER: DD = SURVEY DISK
 CL2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2948+STABILITY: SURFACE MOTION
 CL2948
 CL2948  HISTORY     - Date     Condition        Report By
 CL2948  HISTORY     - 1985     MONUMENTED       GADT
 CL2948
 CL2948                          STATION DESCRIPTION
 CL2948
 CL2948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2948'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 CL2948'WEST OF REIDSVILLE AND
 CL2948'14.2 KM (9.0 MI) SOUTHEAST OF LYONS.
 CL2948'OWNERSHIP--STATE RIGHT OF WAY.
 CL2948'
 CL2948'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23 AND 121
 CL2948'WITH U.S. HIGHWAY 280 IN REIDSVILLE, GO WEST ON THE U.S. HIGHWAY
 CL2948'FOR 3.7 KM (2.3 MI) TO A BRIDGE OVER BRAZELLS CREEK.  CONTINUE
 CL2948'AHEAD FOR 4.8 KM (3.0 MI) TO THE EAST SIDE OF THE BRIDGE OVER THE
 CL2948'OHOOPEE.  CONTINUE AHEAD FOR 1.5 KM (0.9 MI) TO THE STATION ON THE
 CL2948'RIGHT IN AN AREA OF WIDE HIGHWAY SHOULDER.
 CL2948'
 CL2948'THE STATION IS A STANDARD GADT DISK
 CL2948'STAMPED---138-205 1985 AZ MK---,
 CL2948'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2948'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2948'9.5 METERS (31.2 FT) SOUTH-SOUTHEAST FROM AN OLD SIGN FRAME WOODEN
 CL2948'POST,
 CL2948'8.4 METERS (27.5 FT) NORTHEAST FROM THE CENTER OF U.S. HIGHWAY 280
 CL2948'AND,
 CL2948'1.8 METERS (6.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2948'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2948'STAMPED---138-205 1985 AZ MK---,
 CL2948'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2948'
 CL2948'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2948'
 CL2948'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2822 ***********************************************************************
 CL2822  DESIGNATION -  BV 138 206
 CL2822  PID         -  CL2822
 CL2822  STATE/COUNTY-  GA/TOOMBS
 CL2822  USGS QUAD   -  OHOOPEE (1981)
 CL2822
 CL2822                         *CURRENT SURVEY CONTROL
 CL2822  ___________________________________________________________________
 CL2822* NAD 83(1994)-  32 10 49.08982(N)    082 13 12.16270(W)     ADJUSTED  
 CL2822* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 CL2822  ___________________________________________________________________
 CL2822  X           -     731,460.624 (meters)                     COMP
 CL2822  Y           -  -5,353,722.095 (meters)                     COMP
 CL2822  Z           -   3,377,384.579 (meters)                     COMP
 CL2822  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CL2822  ELLIP HEIGHT-          27.06  (meters)          (09/03/97) GPS OBS
 CL2822  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CL2822
 CL2822  HORZ ORDER  -  FIRST
 CL2822  ELLP ORDER  -  FOURTH    CLASS II
 CL2822
 CL2822.The horizontal coordinates were established by GPS observations
 CL2822.and adjusted by the National Geodetic Survey in September 1997..
 CL2822
 CL2822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2822
 CL2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2822
 CL2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2822
 CL2822.The ellipsoidal height was determined by GPS observations
 CL2822.and is referenced to NAD 83.
 CL2822
 CL2822.The geoid height was determined by GEOID03.
 CL2822
 CL2822;                    North         East     Units Scale Factor Converg.
 CL2822;SPC GA E     -   241,709.591   194,966.494   MT  0.99990031   -0 01 42.3
 CL2822;SPC GA E     -   793,008.88    639,652.57   sFT  0.99990031   -0 01 42.3
 CL2822;UTM  17      - 3,561,073.429   384,982.504   MT  0.99976314   -0 38 59.5
 CL2822
 CL2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2822!SPC GA E     -   0.99999575  x   0.99990031  =   0.99989606
 CL2822!UTM  17      -   0.99999575  x   0.99976314  =   0.99975889
 CL2822
 CL2822                          SUPERSEDED SURVEY CONTROL
 CL2822
 CL2822  NAD 83(1986)-  32 10 49.09542(N)    082 13 12.16290(W) AD(       ) 1
 CL2822  NGVD 29 (12/08/88)   56.5    (m)          185.     (f) GPS OBS        
 CL2822
 CL2822.Superseded values are not recommended for survey control.
 CL2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2822.See file dsdata.txt to determine how the superseded data were derived.
 CL2822
 CL2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8498361073(NAD 83)
 CL2822_MARKER: DD = SURVEY DISK
 CL2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2822+STABILITY: SURFACE MOTION
 CL2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2822+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1986
 CL2822
 CL2822  HISTORY     - Date     Condition        Report By
 CL2822  HISTORY     - 1985     MONUMENTED       GADT
 CL2822  HISTORY     - 19861114 GOOD
 CL2822
 CL2822                          STATION DESCRIPTION
 CL2822
 CL2822'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2822'THE STATION IS LOCATED APPROXIMATELY 9.7 KM (0.6 MI) EAST OF LYONS
 CL2822'AT THE CROSSING OF THE SEABOARD COAST LINE RAILWAY OF STATE ROUTE 86
 CL2822'IN OHOOPEE.
 CL2822'OWNERSHIP--STATE RIGHT OF WAY.
 CL2822'
 CL2822'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 86 AND 292
 CL2822'NORTH OF OHOOPEE, GO SOUTH ON STATE ROUTE 86 FOR 1.2 KM (0.75 MI) TO
 CL2822'THE RAILWAY CROSSING AND THE STATION IN THE NORTHWEST QUADRANT.
 CL2822'
 CL2822'THE STATION IS A STANDARD GADT DISK
 CL2822'STAMPED---138-206 1985---,
 CL2822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2822'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2822'18.9 METERS (61.9 FT) SOUTH FROM THE COUNTY SAND ROAD 180,
 CL2822'16.7 METERS (54.9 FT) NORTH FROM THE NORTH RAIL OF THE TRACKS,
 CL2822'14.3 METERS (46.9 FT) NORTHWEST FROM A RAILWAY CROSSING SIGN,
 CL2822'11.6 METERS (38.0 FT) WEST FROM THE CENTER OF ROUTE 86 AND
 CL2822'1.5 METERS (4.8 FT) SOUTH FROM A METAL WINESS POST.
 CL2822'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2822'STAMPED---138-206 1985---,
 CL2822'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2822'
 CL2822'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2822'STAMPED---138-206 1985 AZ MK---,
 CL2822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2822'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2822'45.6 METERS (149.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 CL2822'9.4 METERS (30.9 FT) NORTHEAST FROM THE CENTER OF STATE ROUTE 86,
 CL2822'7.1 METERS (23.4 FT) NORTH FROM THE NORTH END OF A PIPE CULVERT AND,
 CL2822'1.4 METERS (4.6 FT) NORTHWEST FROM A WITNESS POST.
 CL2822'TO REACH THE AZIMUTH FROM THE STATION,
 CL2822'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.7 KM (1.1 MI) ON THE
 CL2822'STATE ROUTE TO THE STATION ON THE LEFT NORTH OF A WOODS ROAD LEFT.
 CL2822'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2822'STAMPED---138-206 1985 AZ MK---,
 CL2822'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2822'
 CL2822'DESCRIBED BY B. PUTZIGER.
 CL2822
 CL2822                          STATION RECOVERY (1986)
 CL2822
 CL2822'RECOVERED 1986
 CL2822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2949 ***********************************************************************
 CL2949  DESIGNATION -  BV 138 206 AZ MK
 CL2949  PID         -  CL2949
 CL2949  STATE/COUNTY-  GA/TOOMBS
 CL2949  USGS QUAD   -  OHOOPEE (1981)
 CL2949
 CL2949                         *CURRENT SURVEY CONTROL
 CL2949  ___________________________________________________________________
 CL2949* NAD 83(1994)-  32 09 55.23289(N)    082 12 47.01587(W)     ADJUSTED  
 CL2949* NAVD 88     -        40.     (meters)     131.     (feet)  VERTCON   
 CL2949  ___________________________________________________________________
 CL2949  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CL2949  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CL2949
 CL2949  HORZ ORDER  -  SECOND
 CL2949
 CL2949.The horizontal coordinates were established by classical geodetic methods
 CL2949.and adjusted by the National Geodetic Survey in September 1997..
 CL2949.No horizontal observational check was made to the station.
 CL2949
 CL2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2949
 CL2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2949
 CL2949.The geoid height was determined by GEOID03.
 CL2949
 CL2949;                    North         East     Units Scale Factor Converg.
 CL2949;SPC GA E     -   240,050.510   195,624.474   MT  0.99990024   -0 01 28.9
 CL2949;SPC GA E     -   787,565.71    641,811.30   sFT  0.99990024   -0 01 28.9
 CL2949;UTM  17      - 3,559,407.541   385,622.367   MT  0.99976133   -0 38 45.1
 CL2949
 CL2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2949!SPC GA E     -   0.99999821  x   0.99990024  =   0.99989845
 CL2949!UTM  17      -   0.99999821  x   0.99976133  =   0.99975954
 CL2949
 CL2949                          SUPERSEDED SURVEY CONTROL
 CL2949
 CL2949  NAD 83(1986)-  32 09 55.23792(N)    082 12 47.01772(W) AD(       ) 2
 CL2949  NGVD 29 (06/19/89)   41.     (m)          135.     (f) VERT ANG       
 CL2949
 CL2949.Superseded values are not recommended for survey control.
 CL2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2949.See file dsdata.txt to determine how the superseded data were derived.
 CL2949
 CL2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8562259408(NAD 83)
 CL2949_MARKER: DD = SURVEY DISK
 CL2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2949+STABILITY: SURFACE MOTION
 CL2949
 CL2949  HISTORY     - Date     Condition        Report By
 CL2949  HISTORY     - 1985     MONUMENTED       GADT
 CL2949
 CL2949                          STATION DESCRIPTION
 CL2949
 CL2949'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2949'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 CL2949'EAST OF LYONS AND ABOUT 1.8 KM SOUTH OF THE SEABOARD RAILWAY
 CL2949'CROSSING OF STATE ROUTE 86 IN OHOOPEE.
 CL2949'OWNERSHIP--STATE RIGHT OF WAY.
 CL2949'
 CL2949'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 86 AND 292 IN
 CL2949'OHOOPEE GO SOUTH ON STATE ROUTE 86 FOR 1.2 KM (0.75 MI) TO THE
 CL2949'RAILWAY CROSSING.  CONTINUE AHEAD FOR 1.8 KM (1.1 MI) TO A FIELD
 CL2949'ROAD ON THE LEFT AND THE STATION NORTH OF IT.
 CL2949'
 CL2949'THE STATION IS A STANDARD GADT DISK
 CL2949'STAMPED---138-206 1985 AZ MK---,
 CL2949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2949'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2949'45.6 METERS (149.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 CL2949'9.4 METERS (30.9 FT) NORTHEAST FROM THE CENTER OF ROUTE 86,
 CL2949'7.1 METERS (23.4 FT) NORTH FROM THE NORTH END OF A METAL PIPE
 CL2949'CULVERT UNDER THE FIELD ROAD AND,
 CL2949'1.4 METERS (4.6 FT) NORTHWEST FROM A METAL WITNESS POST.
 CL2949'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2949'STAMPED---138-206 1985 AZ MK---,
 CL2949'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2949'
 CL2949'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2949'
 CL2949'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2823 ***********************************************************************
 CL2823  DESIGNATION -  BV 138 207
 CL2823  PID         -  CL2823
 CL2823  STATE/COUNTY-  GA/TOOMBS
 CL2823  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2823
 CL2823                         *CURRENT SURVEY CONTROL
 CL2823  ___________________________________________________________________
 CL2823* NAD 83(1994)-  32 06 20.82811(N)    082 16 23.23952(W)     ADJUSTED  
 CL2823* NAVD 88     -        71.4    (meters)     234.     (feet)  VERTCON   
 CL2823  ___________________________________________________________________
 CL2823  X           -     727,093.636 (meters)                     COMP
 CL2823  Y           -  -5,358,766.662 (meters)                     COMP
 CL2823  Z           -   3,370,396.104 (meters)                     COMP
 CL2823  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 CL2823  ELLIP HEIGHT-          42.40  (meters)          (09/03/97) GPS OBS
 CL2823  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CL2823
 CL2823  HORZ ORDER  -  FIRST
 CL2823  ELLP ORDER  -  FOURTH    CLASS II
 CL2823
 CL2823.The horizontal coordinates were established by GPS observations
 CL2823.and adjusted by the National Geodetic Survey in September 1997..
 CL2823
 CL2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2823
 CL2823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2823
 CL2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2823
 CL2823.The ellipsoidal height was determined by GPS observations
 CL2823.and is referenced to NAD 83.
 CL2823
 CL2823.The geoid height was determined by GEOID03.
 CL2823
 CL2823;                    North         East     Units Scale Factor Converg.
 CL2823;SPC GA E     -   233,450.974   189,953.262   MT  0.99990124   -0 03 23.7
 CL2823;SPC GA E     -   765,913.74    623,204.99   sFT  0.99990124   -0 03 23.7
 CL2823;UTM  17      - 3,552,870.681   379,880.752   MT  0.99977794   -0 40 36.2
 CL2823
 CL2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2823!SPC GA E     -   0.99999334  x   0.99990124  =   0.99989458
 CL2823!UTM  17      -   0.99999334  x   0.99977794  =   0.99977128
 CL2823
 CL2823                          SUPERSEDED SURVEY CONTROL
 CL2823
 CL2823  NAD 83(1986)-  32 06 20.83373(N)    082 16 23.24076(W) AD(       ) 1
 CL2823  NGVD 29 (12/08/88)   71.6    (m)          235.     (f) GPS OBS        
 CL2823
 CL2823.Superseded values are not recommended for survey control.
 CL2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2823.See file dsdata.txt to determine how the superseded data were derived.
 CL2823
 CL2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7988152871(NAD 83)
 CL2823_MARKER: DD = SURVEY DISK
 CL2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2823+STABILITY: SURFACE MOTION
 CL2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2823+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1986
 CL2823
 CL2823  HISTORY     - Date     Condition        Report By
 CL2823  HISTORY     - 1985     MONUMENTED       GADT
 CL2823  HISTORY     - 19861118 GOOD
 CL2823
 CL2823                          STATION DESCRIPTION
 CL2823
 CL2823'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2823'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI)
 CL2823'NORTHWEST OF THE STATE PRISON AND
 CL2823'11.6 KM (7.2 MI) SOUTH-SOUTHEAST OF OF LYONS.
 CL2823'OWNERSHIP--STATE RIGHT OF WAY.
 CL2823'
 CL2823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2823'LYONS GO SOUTH ON U.S. HIGHWAY 1 FOR 1.4 KM (0.9 MI) TO A Y JUNCTION
 CL2823'WITH STATE ROUTE 178 ON THE LEFT.  THE COUNTY MAPS HAVE 147.  BEAR
 CL2823'LEFT ONTO STATE ROUTE 178 FOR 5.0 KM (3.15 MI) TO A Y ROAD JUST
 CL2823'BEFORE SHARPES CHAPEL, COUNTY PAVED ROAD 333.  CONTINUE AHEAD FOR
 CL2823'3.9 KM (2.45 MI) TO AN OFFSET SAND CROSSROADS, COUNTY ROADS 153 AND
 CL2823'154.  CONTINUE AHEAD FOR 2.2 KM (1.35 MI) TO COUNTY SAND ROAD 129
 CL2823'ON THE RIGHT AND THE STATION 80 METERS SOUTH OF IT AT A FIELD
 CL2823'ENTRANCE WITH A POWER POLE WITH GUY.
 CL2823'
 CL2823'THE STATION IS A STANDARD GADT DISK
 CL2823'STAMPED---138-207 1985---,
 CL2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2823'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2823'47.4 METERS (155.6 FT) WEST-NORTHWEST FROM THE 7 MILE MARKER,
 CL2823'17.0 METERS (55.8 FT) SOUTH-SOUTHWEST FROM THE CENTER OF ROUTE 178,
 CL2823'9.2 METERS (30.2 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A PIPE
 CL2823'CULVERT,
 CL2823'2.7 METERS (8.9 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND,
 CL2823'2.2 METERS (7.2 FT) SOUTHWEST FROM A POWER POLE WITH GUY.
 CL2823'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2823'STAMPED---138-207 1985---,
 CL2823'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2823'
 CL2823'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2823'STAMPED---138-207 1985 AZ MK---,
 CL2823'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2823'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2823'14.5 METERS (47.5 FT) NORTHEAST FROM THE CENTER OF ROUTE 178,
 CL2823'3.2 METERS (10.4 FT) WEST-NORTHWEST FROM A CABLE WARNING SIGN AND
 CL2823'1.37 METERS (4.5 FT) SOUTHWEST FROM A METAL WINESS POST.
 CL2823'TO REACH THE AZIMUTH FROM THE STATION,
 CL2823'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.2 KM (0.75 MI) ON STATE
 CL2823'ROUTE 178 TO THE STATION ON THE LEFT AT THE EDGE OF THE WOODS AND
 CL2823'NORTH OF A BUSINESS OF SOME SORT.
 CL2823'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2823'STAMPED---138-207 1985 AZ MK---,
 CL2823'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2823'
 CL2823'DESCRIBED BY B. PUTZIGER.
 CL2823
 CL2823                          STATION RECOVERY (1986)
 CL2823
 CL2823'RECOVERED 1986
 CL2823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2950 ***********************************************************************
 CL2950  DESIGNATION -  BV 138 207 AZ MK
 CL2950  PID         -  CL2950
 CL2950  STATE/COUNTY-  GA/TOOMBS
 CL2950  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2950
 CL2950                         *CURRENT SURVEY CONTROL
 CL2950  ___________________________________________________________________
 CL2950* NAD 83(1994)-  32 05 57.06979(N)    082 15 48.37169(W)     ADJUSTED  
 CL2950* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 CL2950  ___________________________________________________________________
 CL2950  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CL2950  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CL2950
 CL2950  HORZ ORDER  -  SECOND
 CL2950
 CL2950.The horizontal coordinates were established by classical geodetic methods
 CL2950.and adjusted by the National Geodetic Survey in September 1997..
 CL2950.No horizontal observational check was made to the station.
 CL2950
 CL2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2950
 CL2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2950
 CL2950.The geoid height was determined by GEOID03.
 CL2950
 CL2950;                    North         East     Units Scale Factor Converg.
 CL2950;SPC GA E     -   232,718.372   190,866.676   MT  0.99990103   -0 03 05.1
 CL2950;SPC GA E     -   763,510.19    626,201.75   sFT  0.99990103   -0 03 05.1
 CL2950;UTM  17      - 3,552,128.329   380,786.072   MT  0.99977527   -0 40 17.2
 CL2950
 CL2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2950!SPC GA E     -   0.99999442  x   0.99990103  =   0.99989545
 CL2950!UTM  17      -   0.99999442  x   0.99977527  =   0.99976969
 CL2950
 CL2950                          SUPERSEDED SURVEY CONTROL
 CL2950
 CL2950  NAD 83(1986)-  32 05 57.07458(N)    082 15 48.37369(W) AD(       ) 2
 CL2950  NGVD 29 (06/19/89)   65.     (m)          213.     (f) VERT ANG       
 CL2950
 CL2950.Superseded values are not recommended for survey control.
 CL2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2950.See file dsdata.txt to determine how the superseded data were derived.
 CL2950
 CL2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8078652128(NAD 83)
 CL2950_MARKER: DD = SURVEY DISK
 CL2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2950+STABILITY: SURFACE MOTION
 CL2950
 CL2950  HISTORY     - Date     Condition        Report By
 CL2950  HISTORY     - 1985     MONUMENTED       GADT
 CL2950
 CL2950                          STATION DESCRIPTION
 CL2950
 CL2950'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2950'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI)
 CL2950'NORTHWEST OF THE STATE PRISON AND
 CL2950'12.8 KM (8.0 MI) SOUTH-SOUTHEAST OF OF LYONS.
 CL2950'OWNERSHIP--STATE RIGHT OF WAY.
 CL2950'
 CL2950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2950'IN LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 1.4 KM (0.9 MI) TO A Y
 CL2950'JUNCTION WITH STATE ROUTE 178 ON THE LEFT.  BEAR LEFT ONTO STATE
 CL2950'ROUTE 178 FOR 5.0 KM (3.15 MI) A Y ROAD JUST BEFORE SHARPES CHAPLE.
 CL2950'COUNTY PAVED ROAD 333.  CONTINUE AHEAD FOR 3.9 KM (2.45 MI) TO
 CL2950'OFFSET COUNTY SAND ROADS 153 AND 154.  CONTINUE AHEAD FOR 2.2 KM
 CL2950'(1.35 MI) TO COUNTY SAND ROAD 129 ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2950'1.2 KM (0.75 MI) TO THE STATION ON THE LEFT JUST NORTH OF A FARM
 CL2950'LIKE BUSINESS OF SOME SORT.
 CL2950'
 CL2950'THE STATION IS A STANDARD GADT DISK
 CL2950'STAMPED---138-207 1985 AZ MK---,
 CL2950'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2950'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2950'14.5 METERS (47.5 FT) NORTHEAST FROM THE CENTER OF STATE ROUTE 178,
 CL2950'3.2 METERS (10.4 FT) WEST-NORTHWEST FROM A CABLE WARNING SIGN AND
 CL2950'1.37 METERS (4.5 FT) SOUTHWEST FROM A WITNESS POST.
 CL2950'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2950'STAMPED---138-207 1985 AZ MK---,
 CL2950'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2950'
 CL2950'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2950'
 CL2950'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2824 ***********************************************************************
 CL2824  DESIGNATION -  BV 138 208
 CL2824  PID         -  CL2824
 CL2824  STATE/COUNTY-  GA/TOOMBS
 CL2824  USGS QUAD   -  LYONS (1985)
 CL2824
 CL2824                         *CURRENT SURVEY CONTROL
 CL2824  ___________________________________________________________________
 CL2824* NAD 83(1994)-  32 09 01.81023(N)    082 18 16.52862(W)     ADJUSTED  
 CL2824* NAVD 88     -        78.0    (meters)     256.     (feet)  VERTCON   
 CL2824  ___________________________________________________________________
 CL2824  X           -     723,797.897 (meters)                     COMP
 CL2824  Y           -  -5,356,557.405 (meters)                     COMP
 CL2824  Z           -   3,374,598.944 (meters)                     COMP
 CL2824  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CL2824  ELLIP HEIGHT-          49.02  (meters)          (09/03/97) GPS OBS
 CL2824  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CL2824
 CL2824  HORZ ORDER  -  FIRST
 CL2824  ELLP ORDER  -  FOURTH    CLASS II
 CL2824
 CL2824.The horizontal coordinates were established by GPS observations
 CL2824.and adjusted by the National Geodetic Survey in September 1997..
 CL2824
 CL2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2824
 CL2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2824
 CL2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2824
 CL2824.The ellipsoidal height was determined by GPS observations
 CL2824.and is referenced to NAD 83.
 CL2824
 CL2824.The geoid height was determined by GEOID03.
 CL2824
 CL2824;                    North         East     Units Scale Factor Converg.
 CL2824;SPC GA E     -   238,412.505   186,989.699   MT  0.99990209   -0 04 24.2
 CL2824;SPC GA E     -   782,191.69    613,482.04   sFT  0.99990209   -0 04 24.2
 CL2824;UTM  17      - 3,557,863.421   376,971.445   MT  0.99978666   -0 41 39.5
 CL2824
 CL2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2824!SPC GA E     -   0.99999230  x   0.99990209  =   0.99989439
 CL2824!UTM  17      -   0.99999230  x   0.99978666  =   0.99977896
 CL2824
 CL2824                          SUPERSEDED SURVEY CONTROL
 CL2824
 CL2824  NAD 83(1986)-  32 09 01.81613(N)    082 18 16.53004(W) AD(       ) 1
 CL2824  NGVD 29 (12/08/88)   78.2    (m)          257.     (f) GPS OBS        
 CL2824
 CL2824.Superseded values are not recommended for survey control.
 CL2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2824.See file dsdata.txt to determine how the superseded data were derived.
 CL2824
 CL2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7697157863(NAD 83)
 CL2824_MARKER: DD = SURVEY DISK
 CL2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2824+STABILITY: SURFACE MOTION
 CL2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2824+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1986
 CL2824
 CL2824  HISTORY     - Date     Condition        Report By
 CL2824  HISTORY     - 1985     MONUMENTED       GADT
 CL2824  HISTORY     - 19861117 GOOD
 CL2824
 CL2824                          STATION DESCRIPTION
 CL2824
 CL2824'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2824'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 CL2824'SOUTH-SOUTHEAST OF LYONS AND
 CL2824'9.7 KM (6.0 MI) WEST OF THE OHOOPEE RIVER.
 CL2824'OWNERSHIP--STATE RIGHT OF WAY.
 CL2824'
 CL2824'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2824'LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 1.4 KM (0.9 MI) TO A Y
 CL2824'JUNCTION LEFT.  BEAR SHARP LEFT ONTO STATE ROUTE 178 FOR 3.5 KM
 CL2824'(2.15 MI) TO COUNTY PAVED ROAD 166 ON THE LEFT.  CONTINUE AHEAD FOR
 CL2824'1.6 KM (1.0 MI) TO A Y JUNCTION WITH COUNTY PAVED ROAD 333 ON THE
 CL2824'RIGHT AND THE STATION IN THE Y.
 CL2824'
 CL2824'THE STATION IS A STANDARD GADT DISK
 CL2824'STAMPED---138-208 1985---,
 CL2824'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2824'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2824'24.7 METERS (81.1 FT) SOUTHEAST FROM THE Y OF THE ROADS,
 CL2824'25.4 METERS (83.4 FT) SOUTHWEST FROM A TELEPHONE BOX WITH A WOOD
 CL2824'POST AS WITNESS,
 CL2824'9.9 METERS (32.4 FT) SOUTHWEST OF THE CENTER OF STATE ROUTE 178,
 CL2824'7.8 METERS (25.5 FT) NORTHEAST FROM THE CENTER OF ROAD 333 AND
 CL2824'1.4 METERS (4.6 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 CL2824'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2824'STAMPED---138-208 1985---,
 CL2824'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2824'
 CL2824'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2824'STAMPED---138-208 1985 AZ MK---,
 CL2824'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2824'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2824'6.4 METERS (20.9 FT) NORTH-NORTHWEST FROM THE CENTER OF COUNTY SAND
 CL2824'ROAD 149,
 CL2824'16.2 METERS (53.3 FT) SOUTH FROM THE CENTER OF ROUTE 178,
 CL2824'5.3 METERS (17.5 FT) WEST-SOUTHWEST FROM THE SOUTH POLE OF A SIGN
 CL2824'FOR SHARPES CHAPEL TO THE WEST,
 CL2824'3.5 METERS (11.6 FT) EAST FROM A CABLE WARNING SIGN AND
 CL2824'1.5 METERS (4.8 FT) WEST FROM A WITNESS POST.
 CL2824'TO REACH THE AZIMUTH FROM THE STATION,
 CL2824'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.4 KM (0.32 MI) ON STATE
 CL2824'ROUTE 178 TO THE STATION ON THE RIGHT AT COUNTY SAND ROAD 149.
 CL2824'THE UNDERGROUND MARK IS A STANDARD GADT DISK SET 0.9 METERS BELOW
 CL2824'THE SURFACE.
 CL2824'
 CL2824'DESCRIBED BY B. PUTZIGER.
 CL2824
 CL2824                          STATION RECOVERY (1986)
 CL2824
 CL2824'RECOVERED 1986
 CL2824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2951 ***********************************************************************
 CL2951  DESIGNATION -  BV 138 208 AZ MK
 CL2951  PID         -  CL2951
 CL2951  STATE/COUNTY-  GA/TOOMBS
 CL2951  USGS QUAD   -  LYONS (1985)
 CL2951
 CL2951                         *CURRENT SURVEY CONTROL
 CL2951  ___________________________________________________________________
 CL2951* NAD 83(1994)-  32 08 55.85804(N)    082 18 02.17328(W)     ADJUSTED  
 CL2951* NAVD 88     -        76.7    (meters)     252.     (feet)  VERTCON   
 CL2951  ___________________________________________________________________
 CL2951  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CL2951  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CL2951
 CL2951  HORZ ORDER  -  SECOND
 CL2951
 CL2951.The horizontal coordinates were established by classical geodetic methods
 CL2951.and adjusted by the National Geodetic Survey in September 1997..
 CL2951.No horizontal observational check was made to the station.
 CL2951
 CL2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2951
 CL2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2951
 CL2951.The geoid height was determined by GEOID03.
 CL2951
 CL2951;                    North         East     Units Scale Factor Converg.
 CL2951;SPC GA E     -   238,228.705   187,365.618   MT  0.99990197   -0 04 16.6
 CL2951;SPC GA E     -   781,588.68    614,715.37   sFT  0.99990197   -0 04 16.6
 CL2951;UTM  17      - 3,557,675.580   377,345.306   MT  0.99978553   -0 41 31.8
 CL2951
 CL2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2951!SPC GA E     -   0.99999250  x   0.99990197  =   0.99989447
 CL2951!UTM  17      -   0.99999250  x   0.99978553  =   0.99977804
 CL2951
 CL2951                          SUPERSEDED SURVEY CONTROL
 CL2951
 CL2951  NAD 83(1986)-  32 08 55.86360(N)    082 18 02.17491(W) AD(       ) 2
 CL2951  NGVD 29 (06/19/89)   76.9    (m)          252.     (f) VERT ANG       
 CL2951
 CL2951.Superseded values are not recommended for survey control.
 CL2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2951.See file dsdata.txt to determine how the superseded data were derived.
 CL2951
 CL2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7734557676(NAD 83)
 CL2951_MARKER: DD = SURVEY DISK
 CL2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2951+STABILITY: SURFACE MOTION
 CL2951
 CL2951  HISTORY     - Date     Condition        Report By
 CL2951  HISTORY     - 1985     MONUMENTED       GADT
 CL2951
 CL2951                          STATION DESCRIPTION
 CL2951
 CL2951'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2951'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI)
 CL2951'SOUTH-SOUTHEAST OF OF LYONS AND
 CL2951'9.7 KM (6.0 MI) WEST OF THE OHOOPEE RIVER.
 CL2951'OWNERSHIP--STATE RIGHT OF WAY.
 CL2951'
 CL2951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2951'LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 1.4 KM (0.9 MI) TO A Y
 CL2951'JUNCTION WITH STATE ROUTE 178 ON THE LEFT.  BEAR SHARP LEFT ONTO
 CL2951'STATE ROUTE 178 FOR 3.5 KM (2.15 MI) TO COUNTY PAVED ROAD 166 ON
 CL2951'THE LEFT.  CONTINUE AHEAD FOR 1.6 KM (1.0 MI) TO A Y JUNCTION WITH
 CL2951'COUNTY  PAVED ROAD 333 ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 KM
 CL2951'(0.32 MI) TO COUNTY SAND ROAD 149 ON THE RIGHT AND THE STATION.
 CL2951'
 CL2951'THE STATION IS A STANDARD GADT DISK
 CL2951'STAMPED---138-208 1985 AZ MK---,
 CL2951'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2951'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2951'16.2 METERS (55.3 FT) SOUTH FROM THE CENTER OF ROUTE 178,
 CL2951'6.6 METERS (20.9 FT) NORTH-NORTHWEST FROM THE CENTER OF ROAD 149,
 CL2951'5.3 METERS (17.5 FT) WEST-SOUTHWEST FROM THE SOUTH POST OF A SIGN
 CL2951'FOR SHARPES CHAPLE TO THE WEST,
 CL2951'3.5 METERS (11.6 FT) EAST FROM A CABLE WARNING SIGN AND,
 CL2951'1.5 METERS (4.8 FT) WEST FROM A METAL WINESS POST.
 CL2951'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2951'STAMPED---138-208 1985 AZ MK---,
 CL2951'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2951'
 CL2951'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2951'
 CL2951'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2825 ***********************************************************************
 CL2825  CBN         -  This is a Cooperative Base Network Control Station.
 CL2825  DESIGNATION -  BV 138 209
 CL2825  PID         -  CL2825
 CL2825  STATE/COUNTY-  GA/TOOMBS
 CL2825  USGS QUAD   -  LYONS (1985)
 CL2825
 CL2825                         *CURRENT SURVEY CONTROL
 CL2825  ___________________________________________________________________
 CL2825* NAD 83(1994)-  32 12 06.52470(N)    082 19 49.52695(W)     ADJUSTED  
 CL2825* NAVD 88     -        80.3    (meters)     263.     (feet)  GPS OBS   
 CL2825  ___________________________________________________________________
 CL2825  X           -     720,978.617 (meters)                     COMP
 CL2825  Y           -  -5,353,882.391 (meters)                     COMP
 CL2825  Z           -   3,379,416.124 (meters)                     COMP
 CL2825  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 CL2825  ELLIP HEIGHT-          51.43  (meters)          (03/09/95) GPS OBS
 CL2825  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CL2825
 CL2825  HORZ ORDER  -  B
 CL2825  ELLP ORDER  -  FIRST     CLASS I
 CL2825
 CL2825.The horizontal coordinates were established by GPS observations
 CL2825.and adjusted by the National Geodetic Survey in March 1995..
 CL2825
 CL2825.The orthometric height was determined by GPS observations and a
 CL2825.high-resolution geoid model.
 CL2825
 CL2825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2825
 CL2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2825
 CL2825.The ellipsoidal height was determined by GPS observations
 CL2825.and is referenced to NAD 83.
 CL2825
 CL2825.The geoid height was determined by GEOID03.
 CL2825
 CL2825;                    North         East     Units Scale Factor Converg.
 CL2825;SPC GA E     -   244,105.073   184,561.565   MT  0.99990294   -0 05 14.2
 CL2825;SPC GA E     -   800,868.06    605,515.73   sFT  0.99990294   -0 05 14.2
 CL2825;UTM  17      - 3,563,581.345   374,605.454   MT  0.99979391   -0 42 32.7
 CL2825
 CL2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2825!SPC GA E     -   0.99999192  x   0.99990294  =   0.99989487
 CL2825!UTM  17      -   0.99999192  x   0.99979391  =   0.99978584
 CL2825
 CL2825|---------------------------------------------------------------------|
 CL2825| PID    Reference Object                     Distance      Geod. Az  |
 CL2825|                                                           dddmmss.s |
 CL2825| CL0216 R 74                                332.791 METERS 08000     |
 CL2825| CL2952 BV 138 209 AZ MK                    APPROX. 0.5 KM 2684437.5 |
 CL2825|---------------------------------------------------------------------|
 CL2825
 CL2825                          SUPERSEDED SURVEY CONTROL
 CL2825
 CL2825  NAD 83(1986)-  32 12 06.53003(N)    082 19 49.52814(W) AD(       ) 1
 CL2825  NGVD 29 (12/08/88)   80.59   (m)          264.4    (f) LEVELING    3  
 CL2825
 CL2825.Superseded values are not recommended for survey control.
 CL2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2825.See file dsdata.txt to determine how the superseded data were derived.
 CL2825
 CL2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7460563581(NAD 83)
 CL2825_MARKER: DD = SURVEY DISK
 CL2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2825_STAMPING: BV 138-209 1985
 CL2825_MARK LOGO: GADT  
 CL2825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2825+STABILITY: SURFACE MOTION
 CL2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2825+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 CL2825
 CL2825  HISTORY     - Date     Condition        Report By
 CL2825  HISTORY     - 1985     MONUMENTED       GADT
 CL2825  HISTORY     - 19870114 GOOD
 CL2825  HISTORY     - 19940125 GOOD             GAPC
 CL2825  HISTORY     - 20031231 GOOD             GADT
 CL2825
 CL2825                          STATION DESCRIPTION
 CL2825
 CL2825'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2825'THE STATION IS LOCATED ABOUT 0.32 KM (0.2 MI)
 CL2825'WEST OF THE TOOMBS COUNTY COURTHOUSE.
 CL2825'OWNERSHIP--STATE RIGHT OF WAY
 CL2825'
 CL2825'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2825'LYONS, GO WEST ON U S  HIGHWAY 280 FOR 0.56 KM (0.35 MI) TO A
 CL2825'TRAFFIC LIGHT AT THE TOOMBS COUNTY COURTHOUSE.  CONTINUE AHEAD FOR
 CL2825'0.32 KM (0.2 MI) TO THE END OF THE ROADS CURBING AND THE STATION ON
 CL2825'THE RIGHT ACROSS THE HIGHWAY FROM A LARGE COLONIAL HOUSE.
 CL2825'
 CL2825'THE STATION IS A STANDARD GADT DISK
 CL2825'STAMPED---138-209 1985---,
 CL2825'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2825'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2825'11.2 METERS (36.8 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY 280,
 CL2825'9.4 METERS (30.8 FT) SOUTH FROM THE SOUTH TRACK OF THE RAILWAY,
 CL2825'6.4 METERS (21.1 FT) WEST-NORTHWEST FROM THE END OF CURBING,
 CL2825'4.8 METERS (15.8 FT) EAST-NORTHEAST FROM THE CENTER OF A MANHOLE
 CL2825'COVER AND,
 CL2825'0.98 METERS (3.2 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CL2825'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2825'STAMPED---138-209 1985---,
 CL2825'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2825'
 CL2825'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2825'STAMPED---138-209 1985 AZ MK---,
 CL2825'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2825'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2825'33.5 METERS (109.8 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 CL2825'DRISKELLS GARAGE, WHICH APPEARS DESERTED,
 CL2825'13.8 METERS (44.4 FT) WEST-SOUTHWEST FROM A POWER POLE WITH LIGHT,
 CL2825'NUMBERED 73,
 CL2825'5.5 METERS (18.0 FT) SOUTH FROM THE BACK CURB OF THE HIGHWAY AND,
 CL2825'1.0 METERS (3.3 FT) EAST FROM A WITNESS POLE.
 CL2825'TO REACH THE AZIMUTH FROM THE STATION,
 CL2825'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.6 KM (0.4 MI) ON U.S.
 CL2825'HIGHWAY 280 TO THE STATION ON THE RIGHT ABOUT 0.8 METERS HIGHER
 CL2825'THAN THE HIGHWAY AND 21 PACES WEST OF A CATCH BASIN.
 CL2825'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2825'STAMPED---138-209 1985 AZ MK---,
 CL2825'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2825'
 CL2825'DESCRIBED BY B. PUTZIGER.
 CL2825
 CL2825                          STATION RECOVERY (1987)
 CL2825
 CL2825'RECOVERED 1987
 CL2825'RECOVERED IN GOOD CONDITION.
 CL2825
 CL2825                          STATION RECOVERY (1994)
 CL2825
 CL2825'RECOVERY NOTE BY GEORGIA POWER COMPANY 1994 (CFS)
 CL2825'THE STATION IS LOCATED ABOUT 0.32 KM (0.20 MI) WEST FROM THE TOOMBS
 CL2825'COUNTY COURTHOUSE. --OWNERSHIP--STATE RIGHT-OF-WAY. TO REACH THE
 CL2825'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN LYONS, GO WEST
 CL2825'ON HIGHWAY 280 FOR 0.56 KM (0.35 MI) TO A TRAFFIC LIGHT AT THE TOOMBS
 CL2825'COUNTY COURTHOUSE, CONTINUE WEST FOR 0.32 KM (0.20 MI) TO THE END OF
 CL2825'THE ROADS CURBING AND THE STATION ON THE RIGHT ACROSS THE HIGHWAY FROM
 CL2825'A LARGE COLONIAL HOUSE ON THE LEFT. THE STATION IS FLUSH WITH GROUND.
 CL2825'LOCATED 11.2 M (36.7 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 280, 9.4
 CL2825'M (30.8 FT) SOUTH FROM THE SOUTH TRACK OF THE RAILWAY, 6.4 M (21.0 FT)
 CL2825'WEST-NORTHWEST FROM THE END OF CURBING, 4.8 M (15.7 FT) EAST-NORTHEAST
 CL2825'FROM THE CENTER OF A MANHOLE COVER AND, 0.98 M (3.22 FT)
 CL2825'WEST-NORTHWEST FROM A WITNESS POST.
 CL2825
 CL2825                          STATION RECOVERY (2003)
 CL2825
 CL2825'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2952 ***********************************************************************
 CL2952  DESIGNATION -  BV 138 209 AZ MK
 CL2952  PID         -  CL2952
 CL2952  STATE/COUNTY-  GA/TOOMBS
 CL2952  USGS QUAD   -  LYONS (1985)
 CL2952
 CL2952                         *CURRENT SURVEY CONTROL
 CL2952  ___________________________________________________________________
 CL2952* NAD 83(1994)-  32 12 06.13294(N)    082 20 10.51190(W)     ADJUSTED  
 CL2952* NAVD 88     -        81.     (meters)     266.     (feet)  VERTCON   
 CL2952  ___________________________________________________________________
 CL2952  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 CL2952  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CL2952
 CL2952  HORZ ORDER  -  SECOND
 CL2952
 CL2952.The horizontal coordinates were established by classical geodetic methods
 CL2952.and adjusted by the National Geodetic Survey in September 1997..
 CL2952
 CL2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2952
 CL2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2952
 CL2952.The geoid height was determined by GEOID03.
 CL2952
 CL2952;                    North         East     Units Scale Factor Converg.
 CL2952;SPC GA E     -   244,093.859   184,011.995   MT  0.99990315   -0 05 25.3
 CL2952;SPC GA E     -   800,831.27    603,712.69   sFT  0.99990315   -0 05 25.3
 CL2952;UTM  17      - 3,563,576.096   374,055.854   MT  0.99979561   -0 42 43.9
 CL2952
 CL2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2952!SPC GA E     -   0.99999179  x   0.99990315  =   0.99989494
 CL2952!UTM  17      -   0.99999179  x   0.99979561  =   0.99978741
 CL2952
 CL2952                          SUPERSEDED SURVEY CONTROL
 CL2952
 CL2952  NAD 83(1986)-  32 12 06.13877(N)    082 20 10.51312(W) AD(       ) 2
 CL2952  NGVD 29 (06/19/89)   81.     (m)          266.     (f) VERT ANG       
 CL2952
 CL2952.Superseded values are not recommended for survey control.
 CL2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2952.See file dsdata.txt to determine how the superseded data were derived.
 CL2952
 CL2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7405663576(NAD 83)
 CL2952_MARKER: DD = SURVEY DISK
 CL2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2952+STABILITY: SURFACE MOTION
 CL2952
 CL2952  HISTORY     - Date     Condition        Report By
 CL2952  HISTORY     - 1985     MONUMENTED       GADT
 CL2952
 CL2952                          STATION DESCRIPTION
 CL2952
 CL2952'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2952'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 CL2952'WEST OF THE TOOMBS COUNTY COURTHOUSE ALONG THE NORTH SIDE OF U.S.
 CL2952'HIGHWAY 280.
 CL2952'OWNERSHIP--STATE RIGHT OF WAY.
 CL2952'
 CL2952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND 280 IN
 CL2952'LYONS GO WEST ON U.S. HIGHWAY 280 FOR 0.56 KM (0.35 MI) TO A TRAFFIC
 CL2952'LIGHT AT THE TOOMBS COUNTY COURTHOUSE.  CONTINUE AHEAD FOR 0.8 KM
 CL2952'(0.5 MI TO THE STATION ON THE LEFT ON AN EMBANKMENT ABOUT 0.8 METERS
 CL2952'HIGHER THAN THE HIGHWAY AND 21 PACES WEST OF A CATCH BASIN.
 CL2952'
 CL2952'THE STATION IS A STANDARD GADT DISK
 CL2952'STAMPED---138-209 1985 AZ MK---,
 CL2952'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2952'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2952'33.5 METERS (109.8 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 CL2952'DRISKELLS AUTO SERVICE BUILDING WHICH APPEARS TO BE DESERTED,
 CL2952'13.5 METERS (44.4 FT) WEST-SOUTHWEST FROM A POWER POLE WITH LIGHT,
 CL2952'NUMBERED 73,
 CL2952'5.5 METERS (18.0 FT) SOUTH FROM THE BACK OF THE CURB FOR THE
 CL2952'HIGHWAY AND
 CL2952'1.0 METERS (3.3 FT) EAST FROM A WITNESS POST.
 CL2952'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2952'STAMPED---138-209 1985 AZ MK---,
 CL2952'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2952'
 CL2952'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2952'
 CL2952'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2826 ***********************************************************************
 CL2826  DESIGNATION -  BV 138 210
 CL2826  PID         -  CL2826
 CL2826  STATE/COUNTY-  GA/TOOMBS
 CL2826  USGS QUAD   -  LYONS (1985)
 CL2826
 CL2826                         *CURRENT SURVEY CONTROL
 CL2826  ___________________________________________________________________
 CL2826* NAD 83(1994)-  32 07 51.45283(N)    082 21 22.44936(W)     ADJUSTED  
 CL2826* NAVD 88     -        65.79   (+/-2cm)     215.8    (feet)  VERTCON   
 CL2826  ___________________________________________________________________
 CL2826  X           -     719,121.374 (meters)                     COMP
 CL2826  Y           -  -5,358,340.276 (meters)                     COMP
 CL2826  Z           -   3,372,757.494 (meters)                     COMP
 CL2826  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL2826  ELLIP HEIGHT-          37.02  (meters)          (09/03/97) GPS OBS
 CL2826  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CL2826
 CL2826  HORZ ORDER  -  FIRST
 CL2826  VERT ORDER  -  THIRD (See Below)
 CL2826  ELLP ORDER  -  FOURTH    CLASS II
 CL2826
 CL2826.The horizontal coordinates were established by GPS observations
 CL2826.and adjusted by the National Geodetic Survey in September 1997..
 CL2826
 CL2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2826.The vertical order pertains to the NGVD 29 superseded value.
 CL2826
 CL2826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2826
 CL2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2826
 CL2826.The ellipsoidal height was determined by GPS observations
 CL2826.and is referenced to NAD 83.
 CL2826
 CL2826.The geoid height was determined by GEOID03.
 CL2826
 CL2826;                    North         East     Units Scale Factor Converg.
 CL2826;SPC GA E     -   236,252.936   182,114.286   MT  0.99990394   -0 06 03.0
 CL2826;SPC GA E     -   775,106.51    597,486.62   sFT  0.99990394   -0 06 03.0
 CL2826;UTM  17      - 3,555,757.029   372,073.455   MT  0.99980182   -0 43 17.1
 CL2826
 CL2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2826!SPC GA E     -   0.99999419  x   0.99990394  =   0.99989813
 CL2826!UTM  17      -   0.99999419  x   0.99980182  =   0.99979601
 CL2826
 CL2826:                Primary Azimuth Mark                     Grid Az
 CL2826:SPC GA E     -  BV 138 210 AZ MK                         220 25 45.0
 CL2826:UTM  17      -  BV 138 210 AZ MK                         221 02 59.1
 CL2826
 CL2826|---------------------------------------------------------------------|
 CL2826| PID    Reference Object                     Distance      Geod. Az  |
 CL2826|                                                           dddmmss.s |
 CL2826| CL2953 BV 138 210 AZ MK                    APPROX. 0.8 KM 2201942.0 |
 CL2826| CL2906 201 G                                15.130 METERS 22915     |
 CL2826|---------------------------------------------------------------------|
 CL2826
 CL2826                          SUPERSEDED SURVEY CONTROL
 CL2826
 CL2826  NAD 83(1986)-  32 07 51.45970(N)    082 21 22.45141(W) AD(       ) 1
 CL2826  NGVD 29 (12/08/88)   66.01   (m)          216.6    (f) LEVELING    3  
 CL2826
 CL2826.Superseded values are not recommended for survey control.
 CL2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2826.See file dsdata.txt to determine how the superseded data were derived.
 CL2826
 CL2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7207355757(NAD 83)
 CL2826_MARKER: DD = SURVEY DISK
 CL2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2826+STABILITY: SURFACE MOTION
 CL2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2826+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1986
 CL2826
 CL2826  HISTORY     - Date     Condition        Report By
 CL2826  HISTORY     - 1985     MONUMENTED       GADT
 CL2826  HISTORY     - 19861118 GOOD
 CL2826
 CL2826                          STATION DESCRIPTION
 CL2826
 CL2826'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2826'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI)
 CL2826'SOUTHWEST OF OF LYONSS AND
 CL2826'10.9 KM (6.8 MI) SOUTHEAST OF VIDALIA.
 CL2826'OWNERSHIP--STATE RIGHT OF WAY.
 CL2826'
 CL2826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2826'LYONS GO SOUTH ON U.S. HIGHWAY 1 FOR 5.0 KM (3.2 MI) TO A BRIDGE OVER
 CL2826'LITTLE ROCKY CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO COUNTY
 CL2826'PAVED ROAD 115 ON THE RIGHT, SAND LEFT.  CONTINUE AHEAD FOR 1.2 KM
 CL2826'(0.75 MI) TO COUNTY SAND ROAD 306 ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2826'0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT ON A 2 METER HIGH
 CL2826'EMBANKMENT.
 CL2826'
 CL2826'THE STATION IS A STANDARD GADT DISK
 CL2826'STAMPED---138-210 1985---,
 CL2826'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2826'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2826'21.0 METERS (68.9 FT) SOUTHWEST FROM A FENCE CORNER,
 CL2826'16.0 METERS (62.6 FT) EAST-NORTHEAST FROM A POWER POLE WITH
 CL2826'TRANSFORMER,
 CL2826'15.3 METERS (50.1 FT) NORTHEAST FROM A METAL WITNESS POST,
 CL2826'12.6 METERS (41.2 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY AND,
 CL2826'1.55 METERS (5.1 FT) SOUTHEAST FROM A FENCE AND WITNESS POST.
 CL2826'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2826'STAMPED---138-210 1985---,
 CL2826'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2826'
 CL2826'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2826'STAMPED---138-210 1985 AZ MK---,
 CL2826'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2826'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2826'4.7 METERS (15.4 FT) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY 1,
 CL2826'3.4 METERS (11.3 FT) WEST-NORTHWEST FROM A TRIANGULAR NO PASSING
 CL2826'SIGN,
 CL2826'1.8 METERS (5.9 FT) EAST-NORTHEAST FROM A PINE, THE LARGEST IN THE
 CL2826'WOODS LINE AND
 CL2826'0.37 METERS (1.21 FT) NORTHEAST FROM A WITNESS POST.
 CL2826'TO REACH THE AZIMUTH FROM THE STATION,
 CL2826'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.75 KM (0.5 MI) ON
 CL2826'U.S. HIGHWAY 1 TO THE
 CL2826'STATION ON THE RIGHT ABOUT 140 PACES SOUTH FROM THE CENTER OF
 CL2826'COUNTY SAND ROAD 116 ON THE RIGHT, WHICH IS JUST SOUTH OF THE
 CL2826'BRIDGE OVER ROCKY CREEK.
 CL2826'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2826'STAMPED---138-210 1985 AZ MK---,
 CL2826'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2826'
 CL2826'DESCRIBED BY B. PUTZIGER.
 CL2826
 CL2826                          STATION RECOVERY (1986)
 CL2826
 CL2826'RECOVERED 1986
 CL2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2953 ***********************************************************************
 CL2953  DESIGNATION -  BV 138 210 AZ MK
 CL2953  PID         -  CL2953
 CL2953  STATE/COUNTY-  GA/TOOMBS
 CL2953  USGS QUAD   -  LYONS (1985)
 CL2953
 CL2953                         *CURRENT SURVEY CONTROL
 CL2953  ___________________________________________________________________
 CL2953* NAD 83(1994)-  32 07 32.84669(N)    082 21 41.01001(W)     ADJUSTED  
 CL2953* NAVD 88     -        55.     (meters)     180.     (feet)  VERTCON   
 CL2953  ___________________________________________________________________
 CL2953  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL2953  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CL2953
 CL2953  HORZ ORDER  -  SECOND
 CL2953
 CL2953.The horizontal coordinates were established by classical geodetic methods
 CL2953.and adjusted by the National Geodetic Survey in September 1997..
 CL2953
 CL2953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2953
 CL2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2953
 CL2953.The geoid height was determined by GEOID03.
 CL2953
 CL2953;                    North         East     Units Scale Factor Converg.
 CL2953;SPC GA E     -   235,680.744   181,626.810   MT  0.99990416   -0 06 12.8
 CL2953;SPC GA E     -   773,229.24    595,887.29   sFT  0.99990416   -0 06 12.8
 CL2953;UTM  17      - 3,555,190.207   371,579.860   MT  0.99980338   -0 43 26.6
 CL2953
 CL2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2953!SPC GA E     -   0.99999588  x   0.99990416  =   0.99990004
 CL2953!UTM  17      -   0.99999588  x   0.99980338  =   0.99979927
 CL2953
 CL2953                          SUPERSEDED SURVEY CONTROL
 CL2953
 CL2953  NAD 83(1986)-  32 07 32.85400(N)    082 21 41.01265(W) AD(       ) 2
 CL2953  NGVD 29 (06/19/89)   55.     (m)          180.     (f) VERT ANG       
 CL2953
 CL2953.Superseded values are not recommended for survey control.
 CL2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2953.See file dsdata.txt to determine how the superseded data were derived.
 CL2953
 CL2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7158055190(NAD 83)
 CL2953_MARKER: DD = SURVEY DISK
 CL2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2953+STABILITY: SURFACE MOTION
 CL2953
 CL2953  HISTORY     - Date     Condition        Report By
 CL2953  HISTORY     - 1985     MONUMENTED       NGS
 CL2953
 CL2953                          STATION DESCRIPTION
 CL2953
 CL2953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2953'THE STATION IS LOCATED ABOUT 9.2 KM (5.9 MI)
 CL2953'SOUTH-SOUTHWEST OF LYONS AND
 CL2953'11.6 KM (7.4 MI) SOUTHEAST OF VIDALIA.
 CL2953'OWNERSHIP--STATE RIGHT OF WAY.
 CL2953'
 CL2953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2953'LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 4.0 KM (3.2 MI) TO A BRIDGE
 CL2953'OVER LITTLE ROCKY CREEK.  CONTINUE AHEAD FOR 4.5 KM (2.8 MI) TO A
 CL2953'BRIDGE OVER ROCKY CREEK, JUST NORTH OF COUNTY SAND ROAD 116.  THE
 CL2953'STATION IS LOCATED ABOUT 140 PACES SOUTH OF THE CENTER OF THE COUNTY
 CL2953'SAND ROAD ON THE WEST, RIGHT SIDE, OF U.S. HIGHWAY 1.
 CL2953'
 CL2953'THE STATION IS A STANDARD GADT DISK
 CL2953'STAMPED---138-210 1985 AZ MK---,
 CL2953'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2953'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2953'15.4 METERS (50.5 FT) NORTHWEST FROM THE CENTER OF THE HIGHWAY,
 CL2953'11.3 METERS (37.1 FT) WEST-NORTHWEST FROM A TRIANGULAR NO PASSING
 CL2953'ZONE SIGN,
 CL2953'5.9 METERS (19.4 FT) EAST-SOUTHEAST FROM A PINE TREE, THE LARGEST
 CL2953'IN THE WOODS LINE AND
 CL2953'1.21 METERS (3.97 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2953'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2953'STAMPED---138-210 1985 AZ MK---,
 CL2953'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2953'
 CL2953'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2953'
 CL2953'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2827 ***********************************************************************
 CL2827  DESIGNATION -  BV 138 211
 CL2827  PID         -  CL2827
 CL2827  STATE/COUNTY-  GA/TOOMBS
 CL2827  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2827
 CL2827                         *CURRENT SURVEY CONTROL
 CL2827  ___________________________________________________________________
 CL2827* NAD 83(1994)-  32 04 19.55939(N)    082 21 12.12687(W)     ADJUSTED  
 CL2827* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 CL2827  ___________________________________________________________________
 CL2827  X           -     719,849.986 (meters)                     COMP
 CL2827  Y           -  -5,361,733.938 (meters)                     COMP
 CL2827  Z           -   3,367,223.473 (meters)                     COMP
 CL2827  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CL2827  ELLIP HEIGHT-          27.48  (meters)          (09/03/97) GPS OBS
 CL2827  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CL2827
 CL2827  HORZ ORDER  -  FIRST
 CL2827  ELLP ORDER  -  FOURTH    CLASS II
 CL2827
 CL2827.The horizontal coordinates were established by GPS observations
 CL2827.and adjusted by the National Geodetic Survey in September 1997..
 CL2827
 CL2827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2827
 CL2827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2827
 CL2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2827
 CL2827.The ellipsoidal height was determined by GPS observations
 CL2827.and is referenced to NAD 83.
 CL2827
 CL2827.The geoid height was determined by GEOID03.
 CL2827
 CL2827;                    North         East     Units Scale Factor Converg.
 CL2827;SPC GA E     -   229,726.278   182,373.519   MT  0.99990383   -0 05 56.9
 CL2827;SPC GA E     -   753,693.63    598,337.12   sFT  0.99990383   -0 05 56.9
 CL2827;UTM  17      - 3,549,228.615   372,262.018   MT  0.99980123   -0 43 07.4
 CL2827
 CL2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2827!SPC GA E     -   0.99999569  x   0.99990383  =   0.99989952
 CL2827!UTM  17      -   0.99999569  x   0.99980123  =   0.99979692
 CL2827
 CL2827                          SUPERSEDED SURVEY CONTROL
 CL2827
 CL2827  NAD 83(1986)-  32 04 19.56695(N)    082 21 12.13168(W) AD(       ) 1
 CL2827  NGVD 29 (12/08/88)   56.4    (m)          185.     (f) GPS OBS        
 CL2827
 CL2827.Superseded values are not recommended for survey control.
 CL2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2827.See file dsdata.txt to determine how the superseded data were derived.
 CL2827
 CL2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7226249229(NAD 83)
 CL2827_MARKER: DD = SURVEY DISK
 CL2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2827+STABILITY: SURFACE MOTION
 CL2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2827+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1986
 CL2827
 CL2827  HISTORY     - Date     Condition        Report By
 CL2827  HISTORY     - 1985     MONUMENTED       GADT
 CL2827  HISTORY     - 19861125 GOOD
 CL2827
 CL2827                          STATION DESCRIPTION
 CL2827
 CL2827'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2827'THE STATION IS LOCATED ABOUT 15.0 KM (9.3 MI)
 CL2827'SOUTH OF LYONS AND
 CL2827'14.4 KM (9.0 MI) NORTH OF THE ALTAMAHA RIVER BRIDGE.
 CL2827'OWNERSHIP--CROSS FARMS, PERMISSION BY AUDIE DELOACH.
 CL2827'
 CL2827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2827'IN LYONS, GO SOUTH ON U.S. HIGHWAY 280 FOR 7.4 KM (6.6 MI) TO
 CL2827'COUNTY ROAD 115 CROSSING, PAVED RIGHT.  CONTINUE AHEAD FOR 4.7 KM
 CL2827'(2.9 MI) TO A JUNCTION WITH STATE ROUTE 15 FROM THE RIGHT.  CONTINUE
 CL2827'AHEAD FOR 3.0 KM (1.85 MI) TO COUNTY SAND ROAD 103 ON THE LEFT JUST
 CL2827'AFTER A LARGE POND ON THE RIGHT.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI)
 CL2827'TO THE AZIMUTH MARK ON THE RIGHT AT A WOODS ROAD WITH CULVERT AND
 CL2827'CHAIN.  CONTINUE AHEAD FOR 0.6 KM (0.4 MI) TO COUNTY SAND ROAD 105
 CL2827'CROSSING AND THE CROSS FARMS WAREHOUSE ABOUT 170 METERS TO THE LEFT.
 CL2827'THE STATION IS ON A LOW EMBANKMENT NORTHWEST OF THE NORTHWEST
 CL2827'CORNER OF THE WAREHOUSE.
 CL2827'
 CL2827'THE STATION IS A STANDARD GADT DISK
 CL2827'STAMPED---138-211 1985---,
 CL2827'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2827'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2827'18.1 METERS (59.3 FT) NORTH-NORTHWEST FROM A WELL TANK,
 CL2827'16.8 METERS (55.0 FT) NORTHWEST FROM A METER BOX ON THE WAREHOUSE,
 CL2827'11.5 METERS (37.7 FT) SOUTH FROM A GUY WIRE END,
 CL2827'9.8 METERS (32.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH TWO
 CL2827'TRANSFORMERS AND
 CL2827'1.25 METERS (4.1 FT) EAST FROM A METAL WITNESS POST.
 CL2827'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2827'STAMPED---138-211 1985---,
 CL2827'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2827'
 CL2827'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2827'STAMPED---138-211 1985 AZ MK---,
 CL2827'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2827'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2827'36.3 METERS (119.1 FT) NORTHWEST FROM A POWER POLE,
 CL2827'12.6 METERS (41.3 FT) SOUTHWEST FROM THE SOUTH END OF A 21 INCH
 CL2827'UNDER THE WOODS ROAD,
 CL2827'2.9 METERS (9.6 FT) SOUTHEAST FROM A WOOD GATE POST AND
 CL2827'2.0 METERS (6.5 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2827'THIS IS THE SITE OF USGS BM 201M WHICH WAS NOT FOUND.
 CL2827'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2827'STAMPED---138-211 1985 AZ MK---,
 CL2827'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2827'
 CL2827'DESCRIBED BY B. PUTZIGER.
 CL2827
 CL2827                          STATION RECOVERY (1986)
 CL2827
 CL2827'RECOVERED 1986
 CL2827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2954 ***********************************************************************
 CL2954  DESIGNATION -  BV 138 211 AZ MK
 CL2954  PID         -  CL2954
 CL2954  STATE/COUNTY-  GA/TOOMBS
 CL2954  USGS QUAD   -  JOHNSON CORNER (1981)
 CL2954
 CL2954                         *CURRENT SURVEY CONTROL
 CL2954  ___________________________________________________________________
 CL2954* NAD 83(1994)-  32 04 36.89535(N)    082 21 26.08926(W)     ADJUSTED  
 CL2954* NAVD 88     -        63.     (meters)     207.     (feet)  VERTCON   
 CL2954  ___________________________________________________________________
 CL2954  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CL2954  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CL2954
 CL2954  HORZ ORDER  -  SECOND
 CL2954
 CL2954.The horizontal coordinates were established by classical geodetic methods
 CL2954.and adjusted by the National Geodetic Survey in September 1997..
 CL2954.No horizontal observational check was made to the station.
 CL2954
 CL2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2954
 CL2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2954
 CL2954.The geoid height was determined by GEOID03.
 CL2954
 CL2954;                    North         East     Units Scale Factor Converg.
 CL2954;SPC GA E     -   230,260.852   182,008.298   MT  0.99990399   -0 06 04.4
 CL2954;SPC GA E     -   755,447.48    597,138.89   sFT  0.99990399   -0 06 04.4
 CL2954;UTM  17      - 3,549,767.053   371,902.637   MT  0.99980236   -0 43 15.1
 CL2954
 CL2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2954!SPC GA E     -   0.99999466  x   0.99990399  =   0.99989865
 CL2954!UTM  17      -   0.99999466  x   0.99980236  =   0.99979702
 CL2954
 CL2954                          SUPERSEDED SURVEY CONTROL
 CL2954
 CL2954  NAD 83(1986)-  32 04 36.90322(N)    082 21 26.09354(W) AD(       ) 2
 CL2954  NGVD 29 (06/19/89)   63.     (m)          207.     (f) VERT ANG       
 CL2954
 CL2954.Superseded values are not recommended for survey control.
 CL2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2954.See file dsdata.txt to determine how the superseded data were derived.
 CL2954
 CL2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7190349767(NAD 83)
 CL2954_MARKER: DD = SURVEY DISK
 CL2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2954+STABILITY: SURFACE MOTION
 CL2954
 CL2954  HISTORY     - Date     Condition        Report By
 CL2954  HISTORY     - 1985     MONUMENTED       GADT
 CL2954
 CL2954                          STATION DESCRIPTION
 CL2954
 CL2954'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2954'THE STATION IS LOCATED ABOUT 14.5 KM (8.9 MI)
 CL2954'SOUTH OF LYONS AND
 CL2954'15.0 KM (9.4 MI) NORTH OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 CL2954'ALTAMAHA RIVER.  IT IS ALSO THE SITE OF USGS BENCH MARK 201M WHICH
 CL2954'WAS NOT RECOVERED.
 CL2954'OWNERSHIP--STATE RIGHT OF WAY.
 CL2954'
 CL2954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2954'LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 7.4 KM (6.6 MI) TO COUNTY ROAD
 CL2954'115 CROSSING, PAVED RIGHT.  CONTINUE AHEAD FOR 4.7 KM (2.9 MI) TO A
 CL2954'JUNCTION WITH STATE ROUTE 15 ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2954'CONTINUE AHEAD FOR 3.0 KM (1.85 MI) TO COUNTY SAND ROAD 103 ON THE
 CL2954'LEFT JUST AFTER A LARGE POND ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2954'0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT AT A WOODS ROAD WITH
 CL2954'CULVERT AND CHAIN.
 CL2954'
 CL2954'THE STATION IS A STANDARD GADT DISK
 CL2954'STAMPED---138-211 1985 AZ MK---,
 CL2954'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2954'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2954'36.3 METERS (119.1 FT) NORTHWEST FROM A POWER POLE,
 CL2954'12.6 METERS (41.3 FT) SOUTHWEST FROM THE SOUTH END OF A PIPE
 CL2954'CULVERT UNDER THE WOODS ROAD,
 CL2954'2.9 METERS (9.6 FT) SOUTHEAST FROM A WOOD FENCE POST AND
 CL2954'2.0 METERS (6.5 FT) SOUTHWEST FROM A WITNESS POST.
 CL2954'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2954'STAMPED---138-211 1985 AZ MK---,
 CL2954'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2954'
 CL2954'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2954'
 CL2954'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2828 ***********************************************************************
 CL2828  DESIGNATION -  BV 138 212
 CL2828  PID         -  CL2828
 CL2828  STATE/COUNTY-  GA/TOOMBS
 CL2828  USGS QUAD   -  ALSTON (1970)
 CL2828
 CL2828                         *CURRENT SURVEY CONTROL
 CL2828  ___________________________________________________________________
 CL2828* NAD 83(1994)-  32 01 54.12057(N)    082 24 44.25924(W)     ADJUSTED  
 CL2828* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 CL2828  ___________________________________________________________________
 CL2828  X           -     714,650.363 (meters)                     COMP
 CL2828  Y           -  -5,364,836.220 (meters)                     COMP
 CL2828  Z           -   3,363,431.682 (meters)                     COMP
 CL2828  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CL2828  ELLIP HEIGHT-          37.25  (meters)          (09/03/97) GPS OBS
 CL2828  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CL2828
 CL2828  HORZ ORDER  -  FIRST
 CL2828  ELLP ORDER  -  FOURTH    CLASS II
 CL2828
 CL2828.The horizontal coordinates were established by GPS observations
 CL2828.and adjusted by the National Geodetic Survey in September 1997..
 CL2828
 CL2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2828
 CL2828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2828
 CL2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2828
 CL2828.The ellipsoidal height was determined by GPS observations
 CL2828.and is referenced to NAD 83.
 CL2828
 CL2828.The geoid height was determined by GEOID03.
 CL2828
 CL2828;                    North         East     Units Scale Factor Converg.
 CL2828;SPC GA E     -   225,258.025   176,800.158   MT  0.99990664   -0 07 49.0
 CL2828;SPC GA E     -   739,034.04    580,051.85   sFT  0.99990664   -0 07 49.0
 CL2828;UTM  17      - 3,544,821.276   366,641.226   MT  0.99981933   -0 44 57.0
 CL2828
 CL2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2828!SPC GA E     -   0.99999415  x   0.99990664  =   0.99990079
 CL2828!UTM  17      -   0.99999415  x   0.99981933  =   0.99981348
 CL2828
 CL2828                          SUPERSEDED SURVEY CONTROL
 CL2828
 CL2828  NAD 83(1986)-  32 01 54.12787(N)    082 24 44.26360(W) AD(       ) 1
 CL2828  NGVD 29 (12/08/88)   66.0    (m)          217.     (f) GPS OBS        
 CL2828
 CL2828.Superseded values are not recommended for survey control.
 CL2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2828.See file dsdata.txt to determine how the superseded data were derived.
 CL2828
 CL2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6664144821(NAD 83)
 CL2828_MARKER: DD = SURVEY DISK
 CL2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2828+STABILITY: SURFACE MOTION
 CL2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2828+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1986
 CL2828
 CL2828  HISTORY     - Date     Condition        Report By
 CL2828  HISTORY     - 1985     MONUMENTED       GADT
 CL2828  HISTORY     - 19861126 GOOD
 CL2828
 CL2828                          STATION DESCRIPTION
 CL2828
 CL2828'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2828'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 CL2828'WEST OF U.S. HIGHWAY 1,
 CL2828'8.0 KM (5.0 MI) NORTH OF THE ALTAMAHA AND
 CL2828'20.9 KM (13.0 MI) SOUTH-SOUTHWEST OF LYONS IN THE COMMUNITY OF
 CL2828'CEDAR CROSSING.
 CL2828'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2828'
 CL2828'TO REACH THE STATION FROM THE ENTRANCE TO THE HATCH NUCLEAR PLANT,
 CL2828'GO NORTH ON U.S. HIGHWAY 1 FOR 4.1 KM (2.6 MI) TO THE CROSSING OF
 CL2828'S 2762, STATE ROUTE 147.  TURN LEFT FOR 2.4 KM (1.5 MI) TO A
 CL2828'RK LEFT.   CONTINUE AHEAD,  TO THE RIGHT NOW NORTHWARD FOR 0.96 KM
 CL2828'(3.6 MI) TO A CAUTION LIGHT AT CEDAR CROSSING.  CONTINUE AHEAD NOW
 CL2828'ON COUNTY PAVED ROAD 364 FOR 0.96 KM (0.6 MI) TO COUNTY SAND ROAD
 CL2828'355 ON THE LEFT AND THE STATION ON THE RIGHT.
 CL2828'
 CL2828'THE STATION IS A STANDARD GADT DISK
 CL2828'STAMPED---138-212 1985---,
 CL2828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2828'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2828'39.8 METERS (130.7 FT) EAST FROM A TELEPHONE BOX ACROSS THE ROAD,
 CL2828'9.7 METERS (31.9 FT) EAST FROM A TACK IN THE P.I. OF THE SAND AND
 CL2828'PAVED ROADS,
 CL2828'8.7 METERS (28.4 FT) NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2828'4.0 METERS (13.1 FT) SOUTHWEST FROM A BARBED FENCE AND
 CL2828'1.2 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST.
 CL2828'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2828'STAMPED---138-212 1985---,
 CL2828'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2828'
 CL2828'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2828'STAMPED---138-212 1985 AZ MK---,
 CL2828'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2828'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2828'29.8 METERS (97.9 FT) NORTH FROM A 30 CM PECAN TREE,
 CL2828'26.7 METERS (87.5 FT) SOUTH-SOUTHEAST FROM A TELEPHONE BOX,
 CL2828'9.4 METERS (30.7 FT) SOUTHWEST FROM THE CENTER OF THE ROAD AND
 CL2828'1.2 METERS (3.9 FT) NORTHEAST FROM A WITNESS POST.
 CL2828'TO REACH THE AZIMUTH FROM THE STATION,
 CL2828'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.8 KM (0.5 MI) ON THE
 CL2828'PAVED COUNTY ROAD TO THE STATION ON THE LEFT 75 METERS PAST A BRICK
 CL2828'HOUSE ON THE LEFT AND ACROSS THE ROAD FROM THE FIRST OF A ROW OF
 CL2828'LARGE PECAN TREES.
 CL2828'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2828'STAMPED---138-212 1985 AZ MK---,
 CL2828'SET IN AN IRREGULAR MASS OF CONCRETE 0.9
 CL2828'METERS BELOW THE SURFACE.
 CL2828'
 CL2828'DESCRIBED BY B. PUTZIGER.
 CL2828
 CL2828                          STATION RECOVERY (1986)
 CL2828
 CL2828'RECOVERED 1986
 CL2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2955 ***********************************************************************
 CL2955  DESIGNATION -  BV 138 212 AZ MK
 CL2955  PID         -  CL2955
 CL2955  STATE/COUNTY-  GA/TOOMBS
 CL2955  USGS QUAD   -  ALSTON (1970)
 CL2955
 CL2955                         *CURRENT SURVEY CONTROL
 CL2955  ___________________________________________________________________
 CL2955* NAD 83(1994)-  32 02 14.82882(N)    082 25 04.31020(W)     ADJUSTED  
 CL2955* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 CL2955  ___________________________________________________________________
 CL2955  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CL2955  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CL2955
 CL2955  HORZ ORDER  -  SECOND
 CL2955
 CL2955.The horizontal coordinates were established by classical geodetic methods
 CL2955.and adjusted by the National Geodetic Survey in September 1997..
 CL2955.No horizontal observational check was made to the station.
 CL2955
 CL2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2955
 CL2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2955
 CL2955.The geoid height was determined by GEOID03.
 CL2955
 CL2955;                    North         East     Units Scale Factor Converg.
 CL2955;SPC GA E     -   225,897.030   176,275.573   MT  0.99990694   -0 07 59.7
 CL2955;SPC GA E     -   741,130.51    578,330.78   sFT  0.99990694   -0 07 59.7
 CL2955;UTM  17      - 3,545,465.855   366,123.619   MT  0.99982103   -0 45 08.1
 CL2955
 CL2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2955!SPC GA E     -   0.99999425  x   0.99990694  =   0.99990119
 CL2955!UTM  17      -   0.99999425  x   0.99982103  =   0.99981528
 CL2955
 CL2955                          SUPERSEDED SURVEY CONTROL
 CL2955
 CL2955  NAD 83(1986)-  32 02 14.83655(N)    082 25 04.31398(W) AD(       ) 2
 CL2955  NGVD 29 (06/19/89)   65.     (m)          213.     (f) VERT ANG       
 CL2955
 CL2955.Superseded values are not recommended for survey control.
 CL2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2955.See file dsdata.txt to determine how the superseded data were derived.
 CL2955
 CL2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6612445466(NAD 83)
 CL2955_MARKER: DD = SURVEY DISK
 CL2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2955+STABILITY: SURFACE MOTION
 CL2955
 CL2955  HISTORY     - Date     Condition        Report By
 CL2955  HISTORY     - 1985     MONUMENTED       GADT
 CL2955
 CL2955                          STATION DESCRIPTION
 CL2955
 CL2955'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2955'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 CL2955'WEST OF U.S. HIGHWAY 1,
 CL2955'8.0 KM (5.0 MI) NORTH OF THE ALTAMAHA RIVER AND
 CL2955'20.9 KM (13.0 MI) SOUTH-SOUTHWEST OF OF LYONS ON THE NORTH EDGE OF
 CL2955'CEDAR CROSSING.
 CL2955'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2955'
 CL2955'TO REACH THE STATION FROM THE ENTRANCE TO PLANT HATCH, GO NORTH ON
 CL2955'U.S. HIGHWAY 1 FOR 4.1 KM (2.6 MI) TO THE CROSSING OF ROAD S 2762,
 CL2955'STATE ROUTE 147.  TURN LEFT WEST FOR 2.4 KM (1.5 MI) TO A FORK LEFT.
 CL2955'STAY RIGHT AND GO NOW NORTH FOR 5.8 KM (3.6) TO A CAUTION LIGHT
 CL2955'AT CEDAR CROSSING.  CONTINUE AHEAD FOR 1.8 KM (1.0 MI) TO THE
 CL2955'STATION ON THE LEFT, JUST PAST A BRICK HOUSE ON THE LEFT AND AT THE
 CL2955'FIRST OF A LONG ROW OF PECAN TREES ON THE RIGHT.
 CL2955'
 CL2955'THE STATION IS A STANDARD GADT DISK
 CL2955'STAMPED---138-212 1985 AZ MK---,
 CL2955'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2955'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2955'29.8 METERS (97.9 FT) NORTH FROM A 30 CM PECAN TREE,
 CL2955'26.7 METERS (87.5 FT) SOUTH-SOUTHEAST FROM A TELEPHONE BOX,
 CL2955'9.4 METERS (30.7 FT) SOUTHWEST FROM THE CENTER OF THE ROAD AND
 CL2955'1.2 METERS (3.9 FT) NORTHEAST FROM A WITNESS POST.
 CL2955'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2955'STAMPED---138-212 1985 AZ MK---,
 CL2955'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2955'
 CL2955'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2955'
 CL2955'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2829 ***********************************************************************
 CL2829  DESIGNATION -  BV 138 213
 CL2829  PID         -  CL2829
 CL2829  STATE/COUNTY-  GA/TOOMBS
 CL2829  USGS QUAD   -  ALSTON (1970)
 CL2829
 CL2829                         *CURRENT SURVEY CONTROL
 CL2829  ___________________________________________________________________
 CL2829* NAD 83(1994)-  32 05 35.78465(N)    082 24 19.72620(W)     ADJUSTED  
 CL2829* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 CL2829  ___________________________________________________________________
 CL2829  X           -     714,808.534 (meters)                     COMP
 CL2829  Y           -  -5,361,151.764 (meters)                     COMP
 CL2829  Z           -   3,369,213.763 (meters)                     COMP
 CL2829  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 CL2829  ELLIP HEIGHT-          29.24  (meters)          (09/03/97) GPS OBS
 CL2829  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CL2829
 CL2829  HORZ ORDER  -  FIRST
 CL2829  ELLP ORDER  -  FOURTH    CLASS II
 CL2829
 CL2829.The horizontal coordinates were established by GPS observations
 CL2829.and adjusted by the National Geodetic Survey in September 1997..
 CL2829
 CL2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2829
 CL2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2829
 CL2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2829
 CL2829.The ellipsoidal height was determined by GPS observations
 CL2829.and is referenced to NAD 83.
 CL2829
 CL2829.The geoid height was determined by GEOID03.
 CL2829
 CL2829;                    North         East     Units Scale Factor Converg.
 CL2829;SPC GA E     -   232,083.665   177,458.925   MT  0.99990626   -0 07 36.8
 CL2829;SPC GA E     -   761,427.82    582,213.16   sFT  0.99990626   -0 07 36.8
 CL2829;UTM  17      - 3,551,638.794   367,373.681   MT  0.99981692   -0 44 48.6
 CL2829
 CL2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2829!SPC GA E     -   0.99999541  x   0.99990626  =   0.99990167
 CL2829!UTM  17      -   0.99999541  x   0.99981692  =   0.99981233
 CL2829
 CL2829                          SUPERSEDED SURVEY CONTROL
 CL2829
 CL2829  NAD 83(1986)-  32 05 35.79195(N)    082 24 19.72997(W) AD(       ) 1
 CL2829  NGVD 29 (12/08/88)   58.1    (m)          191.     (f) GPS OBS        
 CL2829
 CL2829.Superseded values are not recommended for survey control.
 CL2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2829.See file dsdata.txt to determine how the superseded data were derived.
 CL2829
 CL2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6737451639(NAD 83)
 CL2829_MARKER: DD = SURVEY DISK
 CL2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2829+STABILITY: SURFACE MOTION
 CL2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2829+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1986
 CL2829
 CL2829  HISTORY     - Date     Condition        Report By
 CL2829  HISTORY     - 1985     MONUMENTED       GADT
 CL2829  HISTORY     - 19861120 GOOD
 CL2829
 CL2829                          STATION DESCRIPTION
 CL2829
 CL2829'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2829'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI)
 CL2829'SOUTH OF VIDALIA AND
 CL2829'4.8 KM (3.0 MI) EAST OF THE MONTGOMERY COUNTY LINE.
 CL2829'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2829'
 CL2829'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2829'IN LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 1.5 KM (0.95 MI) TO STATE
 CL2829'ROUTE 178 ON THE LEFT.  CONTINUE AHEAD FOR 6.9 KM (3.7 MI) TO COUNTY
 CL2829'PAVED ROAD 115 CROSSING.  CONTINUE AHEAD FOR 4.5 KM (2.8 MI) TO THE
 CL2829'JUNCTION WITH STATE ROUTES 15 AND 29 AND COUNTY PAVED ROAD 97.  TURN
 CL2829'RIGHT ONTO THE COUNTY PAVED ROAD FOR 4.1 KM (2.55 MI) TO THE END OF
 CL2829'THE ROAD AT A T JUNCTION WITH COUNTY PAVED ROAD 78.  TURN RIGHT, NOW
 CL2829'NORTH FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT AT A POWER POLE
 CL2829'ACROSS THE ROAD FROM A SMALL FRAME HOUSE.
 CL2829'
 CL2829'THE STATION IS A STANDARD GADT DISK
 CL2829'STAMPED---138-213 1985---,
 CL2829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2829'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2829'23.7 METERS (78.4 FT) NORTHWEST FROM A POWER POLE WITH TELEPHONE
 CL2829'BOX,
 CL2829'11.9 METERS (39.0 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 CL2829'7.4 METERS (24.3 FT) WEST-SOUTHWEST FROM A POWER POLE WITH
 CL2829'TRANSFORMER AND
 CL2829'1.4 METERS (4.7 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2829'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2829'STAMPED---138-213 1985---,
 CL2829'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2829'
 CL2829'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2829'STAMPED---138-213 1985 AZ MK---,
 CL2829'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2829'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2829'20.5 METERS (67.2 FT) SOUTH FROM THE EAST RAIL OF A CONCRETE BRIDGE,
 CL2829'8.7 METERS (28.6 FT) EAST FROM THE CENTER OF THE PAVED ROAD,
 CL2829'6.2 METERS (20.4 FT) WEST FROM A WOODEN FENCE POST AND
 CL2829'1.7 METERS (5.6 FT) SOUTH FROM A METAL WITNESS POST.
 CL2829'TO REACH THE AZIMUTH FROM THE STATION,
 CL2829'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.7 KM (0.45 MI) ON THE
 CL2829'COUNTY ROAD TO THE STATION ON THE RIGHT JUST SOUTH OF A BRIDGE AND
 CL2829'ABOUT 0.7 METERS BELOW ROAD LEVEL.
 CL2829'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2829'STAMPED---138-213 1985 AZ MK---,
 CL2829'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2829'
 CL2829'DESCRIBED BY B. PUTZIGER.
 CL2829
 CL2829                          STATION RECOVERY (1986)
 CL2829
 CL2829'RECOVERED 1986
 CL2829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2956 ***********************************************************************
 CL2956  DESIGNATION -  BV 138 213 AZ MK
 CL2956  PID         -  CL2956
 CL2956  STATE/COUNTY-  GA/TOOMBS
 CL2956  USGS QUAD   -  ALSTON (1970)
 CL2956
 CL2956                         *CURRENT SURVEY CONTROL
 CL2956  ___________________________________________________________________
 CL2956* NAD 83(1994)-  32 05 57.84336(N)    082 24 16.30354(W)     ADJUSTED  
 CL2956* NAVD 88     -        43.     (meters)     141.     (feet)  VERTCON   
 CL2956  ___________________________________________________________________
 CL2956  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL2956  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CL2956
 CL2956  HORZ ORDER  -  SECOND
 CL2956
 CL2956.The horizontal coordinates were established by classical geodetic methods
 CL2956.and adjusted by the National Geodetic Survey in September 1997..
 CL2956.No horizontal observational check was made to the station.
 CL2956
 CL2956.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2956
 CL2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2956
 CL2956.The geoid height was determined by GEOID03.
 CL2956
 CL2956;                    North         East     Units Scale Factor Converg.
 CL2956;SPC GA E     -   232,762.862   177,550.163   MT  0.99990621   -0 07 35.0
 CL2956;SPC GA E     -   763,656.16    582,512.49   sFT  0.99990621   -0 07 35.0
 CL2956;UTM  17      - 3,552,316.903   367,472.254   MT  0.99981660   -0 44 47.3
 CL2956
 CL2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2956!SPC GA E     -   0.99999772  x   0.99990621  =   0.99990393
 CL2956!UTM  17      -   0.99999772  x   0.99981660  =   0.99981432
 CL2956
 CL2956                          SUPERSEDED SURVEY CONTROL
 CL2956
 CL2956  NAD 83(1986)-  32 05 57.85052(N)    082 24 16.30661(W) AD(       ) 2
 CL2956  NGVD 29 (06/19/89)   43.     (m)          141.     (f) VERT ANG       
 CL2956
 CL2956.Superseded values are not recommended for survey control.
 CL2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2956.See file dsdata.txt to determine how the superseded data were derived.
 CL2956
 CL2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6747252317(NAD 83)
 CL2956_MARKER: DD = SURVEY DISK
 CL2956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2956+STABILITY: SURFACE MOTION
 CL2956
 CL2956  HISTORY     - Date     Condition        Report By
 CL2956  HISTORY     - 1985     MONUMENTED       GADT
 CL2956
 CL2956                          STATION DESCRIPTION
 CL2956
 CL2956'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2956'THE STATION IS LOCATED ABOUT 11.7 KM (7.2 MI)
 CL2956'SOUTH OF VIDALIA AND
 CL2956'4.8 KM (3.0 MI) EAST OF THE MONTGOMERY COUNTY LINE.
 CL2956'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2956'
 CL2956'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2956'LYONS, GO SOUTH ON U.S. HIGHWAY 1 FOR 11.4 KM (6.5 MI) TO THE
 CL2956'JUNCTION WITH STATE ROUTES 15 AND 29 AND COUNTY PAVED ROAD 97 ALL
 CL2956'ON THE RIGHT.  TURN RIGHT WEST ONTO COUNTY ROAD 97 AND GO 4.1 KM
 CL2956'(2.55 MI) TO THE END OF THE ROAD AT A T JUNCTION.  TURN RIGHT ON TO
 CL2956'COUNTY PAVED ROAD 78 FOR 1.5 KM (0.95 MI) TO A CONCRETE BRIDGE AND
 CL2956'THE STATION ON THE RIGHT.
 CL2956'
 CL2956'THE STATION IS A STANDARD GADT DISK
 CL2956'STAMPED---138-213 1985 AZ MK---,
 CL2956'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2956'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2956'20.5 METERS (67.2 FT) SOUTH FROM THE SOUTHEAST RAIL OF THE BRIDGE,
 CL2956'8.7 METERS (28.6 FT) EAST FROM THE CENTER OF THE ROAD,
 CL2956'6.2 METERS (20.4 FT) WEST FROM A WOOD FENCE POST AND FENCE AND
 CL2956'1.7 METERS (5.6 FT) SOUTH FROM A WITNESS POST.
 CL2956'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2956'STAMPED---138-213 1985 AZ MK---,
 CL2956'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2956'
 CL2956'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2956'
 CL2956'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2830 ***********************************************************************
 CL2830  DESIGNATION -  BV 138 214
 CL2830  PID         -  CL2830
 CL2830  STATE/COUNTY-  GA/TOOMBS
 CL2830  USGS QUAD   -  VIDALIA (1985)
 CL2830
 CL2830                         *CURRENT SURVEY CONTROL
 CL2830  ___________________________________________________________________
 CL2830* NAD 83(1994)-  32 10 34.53917(N)    082 26 11.52440(W)     ADJUSTED  
 CL2830* NAVD 88     -        89.7    (meters)     294.     (feet)  VERTCON   
 CL2830  ___________________________________________________________________
 CL2830  X           -     711,261.866 (meters)                     COMP
 CL2830  Y           -  -5,356,712.745 (meters)                     COMP
 CL2830  Z           -   3,377,023.292 (meters)                     COMP
 CL2830  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CL2830  ELLIP HEIGHT-          60.99  (meters)          (09/03/97) GPS OBS
 CL2830  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2830
 CL2830  HORZ ORDER  -  FIRST
 CL2830  ELLP ORDER  -  FOURTH    CLASS II
 CL2830
 CL2830.The horizontal coordinates were established by GPS observations
 CL2830.and adjusted by the National Geodetic Survey in September 1997..
 CL2830
 CL2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2830
 CL2830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2830
 CL2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2830
 CL2830.The ellipsoidal height was determined by GPS observations
 CL2830.and is referenced to NAD 83.
 CL2830
 CL2830.The geoid height was determined by GEOID03.
 CL2830
 CL2830;                    North         East     Units Scale Factor Converg.
 CL2830;SPC GA E     -   241,292.103   174,550.744   MT  0.99990798   -0 08 37.4
 CL2830;SPC GA E     -   791,639.17    572,671.90   sFT  0.99990798   -0 08 37.4
 CL2830;UTM  17      - 3,560,877.404   364,565.662   MT  0.99982620   -0 45 54.4
 CL2830
 CL2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2830!SPC GA E     -   0.99999042  x   0.99990798  =   0.99989840
 CL2830!UTM  17      -   0.99999042  x   0.99982620  =   0.99981663
 CL2830
 CL2830                          SUPERSEDED SURVEY CONTROL
 CL2830
 CL2830  NAD 83(1986)-  32 10 34.54546(N)    082 26 11.52707(W) AD(       ) 1
 CL2830  NGVD 29 (12/08/88)   89.9    (m)          295.     (f) GPS OBS        
 CL2830
 CL2830.Superseded values are not recommended for survey control.
 CL2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2830.See file dsdata.txt to determine how the superseded data were derived.
 CL2830
 CL2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6456660877(NAD 83)
 CL2830_MARKER: DD = SURVEY DISK
 CL2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2830+STABILITY: SURFACE MOTION
 CL2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2830+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1986
 CL2830
 CL2830  HISTORY     - Date     Condition        Report By
 CL2830  HISTORY     - 1985     MONUMENTED       GADT
 CL2830  HISTORY     - 19861120 GOOD
 CL2830
 CL2830                          STATION DESCRIPTION
 CL2830
 CL2830'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2830'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 CL2830'SOUTH-SOUTHWEST OF VIDALIA AND
 CL2830'1.1 KM (0.7 MI) EAST OF THE MONTGOMERY COUNTY LINE.
 CL2830'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2830'
 CL2830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY  280 AND
 CL2830'STATE ROUTE 130, ALSO ADAMS AND WEST FIRST STREETS, IN VIDALIA
 CL2830'GO SOUTH ON
 CL2830'STATE ROUTE 130 FOR 3.7 KM (2.3 MI) TO COUNTY PAVED ROAD 78 ON THE
 CL2830'LEFT.  BEAR LEFT FOR 0.9 KM (0.55 MI) TO THE POPULAR SPRINGS CHURCH
 CL2830'ON THE RIGHT AND THE SITE OF THE AZIMUTH MARK.  CONTINUE SOUTH FOR
 CL2830'0.8 KM (0.5 MI) STILL ON COUNTY PAVED ROAD 78 TO COUNTY SAND ROAD
 CL2830'246 ON THE RIGHT AND THE DOGWOOD TRAILER PARK ON THE LEFT.  THE
 CL2830'STATION IS ON THE RIGHT ABOUT 30 METERS SOUTH OF THE SAND ROAD.
 CL2830'
 CL2830'THE STATION IS A STANDARD GADT DISK
 CL2830'STAMPED---138-214 1985---,
 CL2830'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2830'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2830'21.3 METERS (69.8 FT) SOUTHWEST FROM A PIPE CULVERT,
 CL2830'14.4 METERS (47.1 FT) EAST-SOUTHEAST FROM A FENCE CORNER,
 CL2830'9.5 METERS (31.1 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 CL2830'3.8 METERS (12.4 FT) EAST FROM A FENCE LINE AND
 CL2830'1.2 METERS (3.8 FT) NORTH FROM A WITNESS POST.
 CL2830'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2830'STAMPED---138-214 1985---,
 CL2830'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2830'
 CL2830'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2830'STAMPED---138-214 1985 AZ MK---,
 CL2830'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2830'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2830'29.3 METERS (95.2 FT) NORTH FROM A POWER POLE WITH LIGHT,
 CL2830'27.2 METERS (89.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 CL2830'12.3 METERS (40.6 FT) WEST FROM THE CENTER OF THE ROAD,
 CL2830'8.22 METERS (27.0 FT) NORTHWEST FROM A 18 INCH PIPE CULVERT AND
 CL2830'1.5 METERS (4.9 FT) SOUTH FROM A WITNESS POST.
 CL2830'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2830'STAMPED---138-214 1985 AZ MK---,
 CL2830'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2830'
 CL2830'DESCRIBED BY B. PUTZIGER.
 CL2830
 CL2830                          STATION RECOVERY (1986)
 CL2830
 CL2830'RECOVERED 1986
 CL2830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2957 ***********************************************************************
 CL2957  DESIGNATION -  BV 138 214 AZ MK
 CL2957  PID         -  CL2957
 CL2957  STATE/COUNTY-  GA/TOOMBS
 CL2957  USGS QUAD   -  VIDALIA (1985)
 CL2957
 CL2957                         *CURRENT SURVEY CONTROL
 CL2957  ___________________________________________________________________
 CL2957* NAD 83(1994)-  32 11 00.24291(N)    082 26 12.27941(W)     ADJUSTED  
 CL2957* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL2957  ___________________________________________________________________
 CL2957  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 CL2957  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2957
 CL2957  HORZ ORDER  -  SECOND
 CL2957
 CL2957.The horizontal coordinates were established by classical geodetic methods
 CL2957.and adjusted by the National Geodetic Survey in September 1997..
 CL2957.No horizontal observational check was made to the station.
 CL2957
 CL2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2957
 CL2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2957
 CL2957.The geoid height was determined by GEOID03.
 CL2957
 CL2957;                    North         East     Units Scale Factor Converg.
 CL2957;SPC GA E     -   242,083.824   174,532.954   MT  0.99990800   -0 08 37.9
 CL2957;SPC GA E     -   794,236.68    572,613.53   sFT  0.99990800   -0 08 37.9
 CL2957;UTM  17      - 3,561,669.206   364,556.461   MT  0.99982623   -0 45 55.3
 CL2957
 CL2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2957!SPC GA E     -   0.99999063  x   0.99990800  =   0.99989864
 CL2957!UTM  17      -   0.99999063  x   0.99982623  =   0.99981687
 CL2957
 CL2957                          SUPERSEDED SURVEY CONTROL
 CL2957
 CL2957  NAD 83(1986)-  32 11 00.24921(N)    082 26 12.28126(W) AD(       ) 2
 CL2957  NGVD 29 (06/19/89)   89.     (m)          292.     (f) VERT ANG       
 CL2957
 CL2957.Superseded values are not recommended for survey control.
 CL2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2957.See file dsdata.txt to determine how the superseded data were derived.
 CL2957
 CL2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6455661669(NAD 83)
 CL2957_MARKER: DD = SURVEY DISK
 CL2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2957+STABILITY: SURFACE MOTION
 CL2957
 CL2957  HISTORY     - Date     Condition        Report By
 CL2957  HISTORY     - 1985     MONUMENTED       GADT
 CL2957
 CL2957                          STATION DESCRIPTION
 CL2957
 CL2957'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2957'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CL2957'SOUTHWEST OF VIDALIA AND
 CL2957'1.1 KM (0.7 MI) EAST OF THE MONTGOMERY COUNTY LINE.
 CL2957'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2957'
 CL2957'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2957'ROUTE 130, ADAMS AND WEST FIRST STREETS IN VIDALIA, GO SOUTH ON
 CL2957'STATE ROUTE 130 FOR 3.7 KM (2.3 MI) TO COUNTY PAVED ROAD 78 ON THE
 CL2957'LEFT.  BEAR LEFT FOR 0.9 KM (0.55 MI) TO THE POPULAR SPRINGS CHURCH
 CL2957'ON THE RIGHT AND THE STATION.
 CL2957'
 CL2957'THE STATION IS A STANDARD GADT DISK
 CL2957'STAMPED---138-214 1985 AZ MK---,
 CL2957'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2957'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2957'29.3 METERS (95.2 FT) NORTH FROM A POWER POLE WITH LIGHT,
 CL2957'27.2 METERS (89.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 CL2957'12.3 METERS (40.6 FT) WEST FROM THE CENTER OF THE ROAD,
 CL2957'8.22 METERS (27.0 FT) NORTHWEST FROM A 18 INCH PIPE CULVERT AND
 CL2957'1.5 METERS (4.9 FT) SOUTH FROM A METAL WITNESS POST.
 CL2957'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2957'STAMPED---138-214 1985 AZ MK---,
 CL2957'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2957'
 CL2957'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2957'
 CL2957'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2831 ***********************************************************************
 CL2831  DESIGNATION -  BV 138 215
 CL2831  PID         -  CL2831
 CL2831  STATE/COUNTY-  GA/TOOMBS
 CL2831  USGS QUAD   -  LYONS (1985)
 CL2831
 CL2831                         *CURRENT SURVEY CONTROL
 CL2831  ___________________________________________________________________
 CL2831* NAD 83(1994)-  32 14 52.63933(N)    082 21 16.04146(W)     ADJUSTED  
 CL2831* NAVD 88     -        55.3    (meters)     181.     (feet)  VERTCON   
 CL2831  ___________________________________________________________________
 CL2831  X           -     718,367.117 (meters)                     COMP
 CL2831  Y           -  -5,351,459.045 (meters)                     COMP
 CL2831  Z           -   3,383,731.431 (meters)                     COMP
 CL2831  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 CL2831  ELLIP HEIGHT-          26.38  (meters)          (09/03/97) GPS OBS
 CL2831  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL2831
 CL2831  HORZ ORDER  -  FIRST
 CL2831  ELLP ORDER  -  FOURTH    CLASS II
 CL2831
 CL2831.The horizontal coordinates were established by GPS observations
 CL2831.and adjusted by the National Geodetic Survey in September 1997..
 CL2831
 CL2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2831
 CL2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2831
 CL2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2831
 CL2831.The ellipsoidal height was determined by GPS observations
 CL2831.and is referenced to NAD 83.
 CL2831
 CL2831.The geoid height was determined by GEOID03.
 CL2831
 CL2831;                    North         East     Units Scale Factor Converg.
 CL2831;SPC GA E     -   249,225.104   182,304.876   MT  0.99990386   -0 06 00.7
 CL2831;SPC GA E     -   817,666.03    598,111.91   sFT  0.99990386   -0 06 00.7
 CL2831;UTM  17      - 3,568,725.035   372,404.732   MT  0.99980077   -0 43 22.1
 CL2831
 CL2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2831!SPC GA E     -   0.99999586  x   0.99990386  =   0.99989972
 CL2831!UTM  17      -   0.99999586  x   0.99980077  =   0.99979663
 CL2831
 CL2831                          SUPERSEDED SURVEY CONTROL
 CL2831
 CL2831  NAD 83(1986)-  32 14 52.64356(N)    082 21 16.04147(W) AD(       ) 1
 CL2831  NGVD 29 (12/08/88)   55.5    (m)          182.     (f) GPS OBS        
 CL2831
 CL2831.Superseded values are not recommended for survey control.
 CL2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2831.See file dsdata.txt to determine how the superseded data were derived.
 CL2831
 CL2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7240568725(NAD 83)
 CL2831_MARKER: DD = SURVEY DISK
 CL2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2831+STABILITY: SURFACE MOTION
 CL2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2831+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1987
 CL2831
 CL2831  HISTORY     - Date     Condition        Report By
 CL2831  HISTORY     - 1985     MONUMENTED       GADT
 CL2831  HISTORY     - 19870112 GOOD
 CL2831
 CL2831                          STATION DESCRIPTION
 CL2831
 CL2831'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2831'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 CL2831'NORTHWEST OF LYONS AND
 CL2831'6.4 KM (4.0 MI) NORTHEAST OF VIDALIA.
 CL2831'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2831'
 CL2831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2831'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) CROSSING THE
 CL2831'RAILWAY TRACKS TO STATE ROUTE 292.  TURN LEFT FOR 0.6 KM (0.35 MI)
 CL2831'TO VICTORY DRIVE ON THE RIGHT.  TURN RIGHT, NORTH, FOR 2.2 KM
 CL2831'(1.45 MI) TO COUNTY SAND ROAD 295 ON THE RIGHT.  CONTINUE AHEAD FOR
 CL2831'2.5 KM (1.6 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR
 CL2831'0.32 KM (0.2 MI) TO THE CROSSING OF STATE ROUTE 130.  CONTINUE AHEAD
 CL2831'FOR 0.4 KM (0.3 MI) TO THE STATION ON THE RIGHT AT A CINDERBLOCK
 CL2831'HOUSE WITH A FENCE.
 CL2831'
 CL2831'THE STATION IS A STANDARD GADT DISK
 CL2831'STAMPED---138-215 1985---,
 CL2831'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2831'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2831'45.6 METERS (153 FT) SOUTHEAST FROM A POWER POLE WITH GUY,
 CL2831'14.8 METERS (48.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE HOUSE,
 CL2831'14.1 METERS (46.2 FT) NORTHEAST FROM THE CENTER OF COUNTY PAVED
 CL2831'ROAD 224,
 CL2831'11.5 METERS (37.7 FT) SOUTH-SOUTHWEST FROM THE CORNER POST OF A
 CL2831'CARPORT,
 CL2831'8.4 METERS (27.5 FT) EAST FROM A CEMENT CULVERT PIPES SOUTH END,
 CL2831'7.0 METERS (23.0 FT) SOUTH-SOUTHEAST FROM A CORNER FENCE POST AND
 CL2831'1.60 METERS (5.2 FT) SOUTH FROM A METAL WITNESS POST WHICH WAS SET
 CL2831'ANOTHER MONUMENT OF WHICH CHILDREN PULLED THE DISK, THE MONUMENT
 CL2831'UNDERGROUND MARK STILL IN PLACE.
 CL2831'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2831'STAMPED---138-215 1985---,
 CL2831'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2831'
 CL2831'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2831'STAMPED---138-215 1985 AZ MK---,
 CL2831'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2831'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2831'17.2 METERS (56.5 FT) NORTH FROM A TEE FENCE CORNER,
 CL2831'9.4 METERS (30.8 FT) SOUTHEAST FROM A POWER POLE,
 CL2831'8.75 METERS (28.7 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 CL2831'7.0 METERS (23.0 FT) NORTHEAST FROM A FENCE AND FENCE POST AND
 CL2831'1.9 METERS (6.2 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CL2831'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2831'STAMPED---138-215 1985 AZ MK---,
 CL2831'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2831'
 CL2831'DESCRIBED BY B. PUTZIGER.
 CL2831
 CL2831                          STATION RECOVERY (1987)
 CL2831
 CL2831'RECOVERED 1987
 CL2831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2958 ***********************************************************************
 CL2958  DESIGNATION -  BV 138 215 AZ MK
 CL2958  PID         -  CL2958
 CL2958  STATE/COUNTY-  GA/TOOMBS
 CL2958  USGS QUAD   -  LYONS (1985)
 CL2958
 CL2958                         *CURRENT SURVEY CONTROL
 CL2958  ___________________________________________________________________
 CL2958* NAD 83(1994)-  32 14 30.19007(N)    082 21 00.72105(W)     ADJUSTED  
 CL2958* NAVD 88     -        50.     (meters)     164.     (feet)  VERTCON   
 CL2958  ___________________________________________________________________
 CL2958  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CL2958  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL2958
 CL2958  HORZ ORDER  -  SECOND
 CL2958
 CL2958.The horizontal coordinates were established by classical geodetic methods
 CL2958.and adjusted by the National Geodetic Survey in September 1997..
 CL2958.No horizontal observational check was made to the station.
 CL2958
 CL2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2958
 CL2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2958
 CL2958.The geoid height was determined by GEOID03.
 CL2958
 CL2958;                    North         East     Units Scale Factor Converg.
 CL2958;SPC GA E     -   248,532.972   182,704.701   MT  0.99990369   -0 05 52.5
 CL2958;SPC GA E     -   815,395.26    599,423.67   sFT  0.99990369   -0 05 52.5
 CL2958;UTM  17      - 3,568,028.672   372,796.972   MT  0.99979954   -0 43 13.5
 CL2958
 CL2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2958!SPC GA E     -   0.99999667  x   0.99990369  =   0.99990036
 CL2958!UTM  17      -   0.99999667  x   0.99979954  =   0.99979622
 CL2958
 CL2958                          SUPERSEDED SURVEY CONTROL
 CL2958
 CL2958  NAD 83(1986)-  32 14 30.19394(N)    082 21 00.72182(W) AD(       ) 2
 CL2958  NGVD 29 (06/19/89)   50.     (m)          164.     (f) VERT ANG       
 CL2958
 CL2958.Superseded values are not recommended for survey control.
 CL2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2958.See file dsdata.txt to determine how the superseded data were derived.
 CL2958
 CL2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7279768029(NAD 83)
 CL2958_MARKER: DD = SURVEY DISK
 CL2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2958+STABILITY: SURFACE MOTION
 CL2958
 CL2958  HISTORY     - Date     Condition        Report By
 CL2958  HISTORY     - 1985     MONUMENTED       GADT
 CL2958
 CL2958                          STATION DESCRIPTION
 CL2958
 CL2958'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2958'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 CL2958'NORTHWEST OF LYONS AND
 CL2958'6.4 KM (4.0 MI) NORTHEAST OF VIDALIA.
 CL2958'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2958'
 CL2958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2958'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) CROSSING THE
 CL2958'RAILWAY TRACKS TO STATE ROUTE 292.  TURN LEFT FOR 0.6 KM (0.35 MI)
 CL2958'TO VICTORY DRIVE ON THE RIGHT.  TURN RIGHT ONTO WHAT WILL BECOME
 CL2958'COUNTY PAVED ROAD 224, FOR 2.2 KM (1.45 MI) TO COUNTY SAND ROAD 295
 CL2958'ON THE RIGHT.  CONTINUE AHEAD FOR 2.5 KM (1.6 MI) TO THE STATION ON
 CL2958'THE LEFT.
 CL2958'
 CL2958'THE STATION IS A STANDARD GADT DISK
 CL2958'STAMPED---138-215 1985 AZ MK---,
 CL2958'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2958'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2958'17.2 METERS (56.5 FT)NORTH FROM A TEE FENCE CORNER,
 CL2958'9.4 METERS (30.8 FT) SOUTHEAST FROM A POWER POLE,
 CL2958'8.75 METERS (28.7 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 CL2958'7.0 METERS (23.0 FT) NORTHEAST FROM A FENCE AND FENCE POST AND
 CL2958'1.9 METERS (6.2 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 CL2958'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2958'STAMPED---138-215 1985 AZ MK---,
 CL2958'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2958'
 CL2958'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2958'
 CL2958'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2832 ***********************************************************************
 CL2832  DESIGNATION -  BV 138 216
 CL2832  PID         -  CL2832
 CL2832  STATE/COUNTY-  GA/TOOMBS
 CL2832  USGS QUAD   -  OAK PARK (1985)
 CL2832
 CL2832                         *CURRENT SURVEY CONTROL
 CL2832  ___________________________________________________________________
 CL2832* NAD 83(1994)-  32 18 23.15461(N)    082 22 12.51656(W)     ADJUSTED  
 CL2832* NAVD 88     -        65.0    (meters)     213.     (feet)  VERTCON   
 CL2832  ___________________________________________________________________
 CL2832  X           -     716,443.179 (meters)                     COMP
 CL2832  Y           -  -5,348,231.440 (meters)                     COMP
 CL2832  Z           -   3,389,219.157 (meters)                     COMP
 CL2832  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 CL2832  ELLIP HEIGHT-          36.07  (meters)          (09/03/97) GPS OBS
 CL2832  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CL2832
 CL2832  HORZ ORDER  -  FIRST
 CL2832  ELLP ORDER  -  FOURTH    CLASS II
 CL2832
 CL2832.The horizontal coordinates were established by GPS observations
 CL2832.and adjusted by the National Geodetic Survey in September 1997..
 CL2832
 CL2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2832
 CL2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2832
 CL2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2832
 CL2832.The ellipsoidal height was determined by GPS observations
 CL2832.and is referenced to NAD 83.
 CL2832
 CL2832.The geoid height was determined by GEOID03.
 CL2832
 CL2832;                    North         East     Units Scale Factor Converg.
 CL2832;SPC GA E     -   255,711.720   180,838.956   MT  0.99990453   -0 06 31.5
 CL2832;SPC GA E     -   838,947.53    593,302.47   sFT  0.99990453   -0 06 31.5
 CL2832;UTM  17      - 3,575,226.551   371,009.583   MT  0.99980518   -0 43 56.5
 CL2832
 CL2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2832!SPC GA E     -   0.99999434  x   0.99990453  =   0.99989887
 CL2832!UTM  17      -   0.99999434  x   0.99980518  =   0.99979952
 CL2832
 CL2832                          SUPERSEDED SURVEY CONTROL
 CL2832
 CL2832  NAD 83(1986)-  32 18 23.15822(N)    082 22 12.51589(W) AD(       ) 1
 CL2832  NGVD 29 (12/08/88)   65.2    (m)          214.     (f) GPS OBS        
 CL2832
 CL2832.Superseded values are not recommended for survey control.
 CL2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2832.See file dsdata.txt to determine how the superseded data were derived.
 CL2832
 CL2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7101075227(NAD 83)
 CL2832_MARKER: DD = SURVEY DISK
 CL2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2832+STABILITY: SURFACE MOTION
 CL2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2832+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1986
 CL2832
 CL2832  HISTORY     - Date     Condition        Report By
 CL2832  HISTORY     - 1985     MONUMENTED       GADT
 CL2832  HISTORY     - 19861113 GOOD
 CL2832
 CL2832                          STATION DESCRIPTION
 CL2832
 CL2832'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2832'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 CL2832'NORTH-NORTHWEST OF VIDALIA AND
 CL2832'11.9 KM (7.4 MI) NORTHWEST OF LYONS IN THE COMMUNITY OF NORMANTOWN.
 CL2832'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2832'
 CL2832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2832'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) ACROSS THE
 CL2832'RAILWAY TRACKS TO STATE ROUTE 292.  TURN LEFT FOR 0.6 KM (0.35 MI)
 CL2832'TO VICTORY DRIVE ON THE RIGHT.  TURN RIGHT NORTH FOR 5.1 KM
 CL2832'(3.25 MI) TO THE CROSSING OF STATE ROUTE 130.  CONTINUE AHEAD, NOW
 CL2832'ON COUNTY PAVED ROAD 224 FOR 7.6 KM (4.7 MI) TO THE COMMUNITY OF
 CL2832'NORMANTOWN AND THE STATION AT A SHARP CURVE LEFT WHERE THE ROAD
 CL2832'CROSSES A RAILWAY TRACK AND A SAND ROAD COMES IN FROM THE EAST. THE
 CL2832'STATION IS EVEN WITH AND NORTH OF THE EXTENDED EAST EDGE OF THE
 CL2832'COUNTY PAVED ROAD.
 CL2832'
 CL2832'THE STATION IS A STANDARD GADT DISK
 CL2832'STAMPED---138-216 1985---,
 CL2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2832'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2832'28.2 METERS (92.5 FT) SOUTHWEST FROM A POWER POLE WITH TRANSFORMER,
 CL2832'24.2 METERS (79.4 FT) WEST FROM A 0.4 METER PECAN TREE,
 CL2832'18.6 METERS (61.0 FT) EAST-NORTHEAST FROM THE P.I. TRACK AND PAVED
 CL2832'COUNTY ROAD,
 CL2832'9.27 METERS (30.4 FT) SOUTHEAST FROM THE EAST RAIL OF THE TRACKS AND
 CL2832'1.53 METERS (5.0 FT) SOUTH FROM A WITNESS POST.
 CL2832'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2832'STAMPED---138-216 1985---,
 CL2832'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2832'
 CL2832'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2832'STAMPED---138-216 1985 AZ MK---,
 CL2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2832'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2832'14.79 METERS (48.5 FT) WEST FROM THE CENTER OF COUNTY ROAD 224,
 CL2832'15.14 METERS (49.7 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH
 CL2832'TELEPHONE BOX,
 CL2832'5.3 METERS (16.5 FT) SOUTH FROM A RIGHT OF WAY MARKER,
 CL2832'3.60 METERS (11.8 FT) NORTH-NORTEAST FROM A POWER POLE WITH
 CL2832'TRANSFORMER AND,
 CL2832'0.85 METERS (2.8 FT) EAST FROM A WITNESS POST.
 CL2832'TO REACH THE AZIMUTH FROM THE STATION,
 CL2832'GO SOUTH FOR 0.9 KM (0.55 MI) ON THE COUNTY PAVED ROAD TO THE
 CL2832'STATION ON THE RIGHT ACROSS THE ROAD FROM A WHITE HOUSE.
 CL2832'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2832'STAMPED---138-216 1985 AZ MK---,
 CL2832'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2832'
 CL2832'DESCRIBED BY B. PUTZIGER.
 CL2832
 CL2832                          STATION RECOVERY (1986)
 CL2832
 CL2832'RECOVERED 1986
 CL2832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2959 ***********************************************************************
 CL2959  DESIGNATION -  BV 138 216 AZ MK
 CL2959  PID         -  CL2959
 CL2959  STATE/COUNTY-  GA/TOOMBS
 CL2959  USGS QUAD   -  OAK PARK (1985)
 CL2959
 CL2959                         *CURRENT SURVEY CONTROL
 CL2959  ___________________________________________________________________
 CL2959* NAD 83(1994)-  32 17 53.50792(N)    082 22 15.53143(W)     ADJUSTED  
 CL2959* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 CL2959  ___________________________________________________________________
 CL2959  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 CL2959  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CL2959
 CL2959  HORZ ORDER  -  SECOND
 CL2959
 CL2959.The horizontal coordinates were established by classical geodetic methods
 CL2959.and adjusted by the National Geodetic Survey in September 1997..
 CL2959.No horizontal observational check was made to the station.
 CL2959
 CL2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2959
 CL2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2959
 CL2959.The geoid height was determined by GEOID03.
 CL2959
 CL2959;                    North         East     Units Scale Factor Converg.
 CL2959;SPC GA E     -   254,798.741   180,758.353   MT  0.99990456   -0 06 33.0
 CL2959;SPC GA E     -   835,952.20    593,038.03   sFT  0.99990456   -0 06 33.0
 CL2959;UTM  17      - 3,574,314.594   370,919.059   MT  0.99980547   -0 43 57.5
 CL2959
 CL2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2959!SPC GA E     -   0.99999492  x   0.99990456  =   0.99989948
 CL2959!UTM  17      -   0.99999492  x   0.99980547  =   0.99980039
 CL2959
 CL2959                          SUPERSEDED SURVEY CONTROL
 CL2959
 CL2959  NAD 83(1986)-  32 17 53.51161(N)    082 22 15.53175(W) AD(       ) 2
 CL2959  NGVD 29 (06/19/89)   62.     (m)          203.     (f) VERT ANG       
 CL2959
 CL2959.Superseded values are not recommended for survey control.
 CL2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2959.See file dsdata.txt to determine how the superseded data were derived.
 CL2959
 CL2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7091974315(NAD 83)
 CL2959_MARKER: DD = SURVEY DISK
 CL2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2959+STABILITY: SURFACE MOTION
 CL2959
 CL2959  HISTORY     - Date     Condition        Report By
 CL2959  HISTORY     - 1985     MONUMENTED       GADT
 CL2959
 CL2959                          STATION DESCRIPTION
 CL2959
 CL2959'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2959'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 CL2959'NORTH-NORTHEAST OF VIDALIA AND
 CL2959'11.0 KM (6.8 MI) NORTHWEST OF LYONS.
 CL2959'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2959'
 CL2959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2959'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.16 KM (0.1 MI) ACROSS THE
 CL2959'TRACKS TO STATE ROUTE 292.  TURN LEFT FOR 0.6 KM (0.35 MI) TO
 CL2959'VICTORY DRIVE ON THE RIGHT.  TURN RIGHT FOR 5.1 KM (3.25 MI) TO THE
 CL2959'CROSSING OF STATE ROUTE 130.  CONTINUE AHEAD, NOW ON COUNTY PAVED
 CL2959'ROAD 224 FOR 6.7 KM (4.15 MI) TO A WHITE HOUSE ON THE RIGHT AND THE
 CL2959'STATION ON THE LEFT.
 CL2959'
 CL2959'THE STATION IS A STANDARD GADT DISK
 CL2959'STAMPED---138-216 1985 AZ MK---,
 CL2959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2959'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2959'15.14 METERS (49.7 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH A
 CL2959'TELEPHONE BOX,
 CL2959'14.79 METERS (48.5 FT) WEST FROM THE CENTER OF THE ROAD,
 CL2959'5.3 METERS (16.5 FT) SOUTH FROM A RIGHT OF WAY MARKER,
 CL2959'3.60 METERS (11.8 FT) NORTH-NORTHEAST FROM A POWER POLE WITH
 CL2959'TRANSFORMER AND
 CL2959'0.85 METERS (2.8 FT) EAST FROM A WITNESS POST.
 CL2959'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2959'STAMPED---138-216 1985 AZ MK---,
 CL2959'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2959'
 CL2959'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2959'
 CL2959'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2833 ***********************************************************************
 CL2833  DESIGNATION -  BV 138 218
 CL2833  PID         -  CL2833
 CL2833  STATE/COUNTY-  GA/TOOMBS
 CL2833  USGS QUAD   -  OAK PARK (1985)
 CL2833
 CL2833                         *CURRENT SURVEY CONTROL
 CL2833  ___________________________________________________________________
 CL2833* NAD 83(1994)-  32 16 49.25624(N)    082 18 13.17449(W)     ADJUSTED  
 CL2833* NAVD 88     -        59.3    (meters)     195.     (feet)  VERTCON   
 CL2833  ___________________________________________________________________
 CL2833  X           -     722,854.863 (meters)                     COMP
 CL2833  Y           -  -5,348,922.903 (meters)                     COMP
 CL2833  Z           -   3,386,770.983 (meters)                     COMP
 CL2833  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 CL2833  ELLIP HEIGHT-          30.15  (meters)          (09/03/97) GPS OBS
 CL2833  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CL2833
 CL2833  HORZ ORDER  -  FIRST
 CL2833  ELLP ORDER  -  FOURTH    CLASS II
 CL2833
 CL2833.The horizontal coordinates were established by GPS observations
 CL2833.and adjusted by the National Geodetic Survey in September 1997..
 CL2833
 CL2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2833
 CL2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2833
 CL2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2833
 CL2833.The ellipsoidal height was determined by GPS observations
 CL2833.and is referenced to NAD 83.
 CL2833
 CL2833.The geoid height was determined by GEOID03.
 CL2833
 CL2833;                    North         East     Units Scale Factor Converg.
 CL2833;SPC GA E     -   252,809.682   187,095.937   MT  0.99990205   -0 04 23.4
 CL2833;SPC GA E     -   829,426.43    613,830.59   sFT  0.99990205   -0 04 23.4
 CL2833;UTM  17      - 3,572,256.929   377,233.949   MT  0.99978586   -0 41 46.8
 CL2833
 CL2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2833!SPC GA E     -   0.99999527  x   0.99990205  =   0.99989732
 CL2833!UTM  17      -   0.99999527  x   0.99978586  =   0.99978113
 CL2833
 CL2833                          SUPERSEDED SURVEY CONTROL
 CL2833
 CL2833  NAD 83(1986)-  32 16 49.26138(N)    082 18 13.17465(W) AD(       ) 1
 CL2833  NGVD 29 (12/08/88)   59.5    (m)          195.     (f) GPS OBS        
 CL2833
 CL2833.Superseded values are not recommended for survey control.
 CL2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2833.See file dsdata.txt to determine how the superseded data were derived.
 CL2833
 CL2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7723472257(NAD 83)
 CL2833_MARKER: DD = SURVEY DISK
 CL2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2833+STABILITY: SURFACE MOTION
 CL2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2833+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1986
 CL2833
 CL2833  HISTORY     - Date     Condition        Report By
 CL2833  HISTORY     - 1985     MONUMENTED       GADT
 CL2833  HISTORY     - 19861112 GOOD
 CL2833
 CL2833                          STATION DESCRIPTION
 CL2833
 CL2833'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2833'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 CL2833'SOUTH OF THE EMANUEL COUNTY LINE AND
 CL2833'8.7 KM (5.4 MI) NORTH OF LYONS.
 CL2833'OWNERSHIP--COUNTY RIGHT OF WAY
 CL2833'
 CL2833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280
 CL2833'IN LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.24 KM (0.15 MI) TO STATE
 CL2833'ROUTE 292 CROSSING.  CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO THE
 CL2833'BRIDGE OVER SWIFT CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO
 CL2833'STATE ROUTE 130 ON THE LEFT AND COUNTY PAVED ROAD 334 ON THE RIGHT.
 CL2833'CONTINUE AHEAD FOR 4.0 KM (2.5 MI) TO A Y JUNCTION WITH COUNTY PAVED
 CL2833'ROAD 210 ON THE RIGHT.  BEAR RIGHT FOR 40 METERS AND THE STATION
 CL2833'JUST NORTH OF A FARM ROAD RIGHT.
 CL2833'
 CL2833'THE STATION IS A STANDARD GADT DISK
 CL2833'STAMPED---138-218 1985---,
 CL2833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2833'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2833'29.0 METERS (95.1 FT) SOUTHWEST FROM A POWER POLE,
 CL2833'14.0 METERS (48.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF COUNTY
 CL2833'PAVED ROAD 210,
 CL2833'10.3 METERS (33.8 FT) NORTHEAST FROM A GATE FENCE POST,
 CL2833'1.7 METERS (5.7 FT) WEST FROM A WITNESS POST AND
 CL2833'1.6 METERS (5.3 FT) NORTHWEST FROM A FENCE.
 CL2833'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2833'STAMPED---138-218 1985---,
 CL2833'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2833'
 CL2833'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2833'STAMPED---138-218 1985 AZ MK---,
 CL2833'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2833'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2833'25.8 METERS (84.7 FT) WEST FROM A POWER POLE,
 CL2833'10.2 METERS (33.4 FT) WEST-NORTHWEST FROM THE CENTER OF COUNTY
 CL2833'PAVED ROAD 210,
 CL2833'2.6 METERS (8.5 FT) EAST FROM A METAL WITNESS POST AND
 CL2833'2.4 METERS (7.7 FT) EAST-SOUTHEAST FROM A WOOD FENCE POST.
 CL2833'TO REACH THE AZIMUTH FROM THE STATION,
 CL2833'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 CL2833'0.7 KM (0.45 MI) ON COUNTY PAVED ROAD 210 TO THE STATION ON THE
 CL2833'LEFT AT A FIELD ENTRANCE.
 CL2833'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2833'STAMPED---138-218 1985 AZ MK---,
 CL2833'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2833'
 CL2833'DESCRIBED BY B. PUTZIGER.
 CL2833
 CL2833                          STATION RECOVERY (1986)
 CL2833
 CL2833'RECOVERED 1986
 CL2833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2960 ***********************************************************************
 CL2960  DESIGNATION -  BV 138 218 AZ MK
 CL2960  PID         -  CL2960
 CL2960  STATE/COUNTY-  GA/TOOMBS
 CL2960  USGS QUAD   -  OAK PARK (1985)
 CL2960
 CL2960                         *CURRENT SURVEY CONTROL
 CL2960  ___________________________________________________________________
 CL2960* NAD 83(1994)-  32 17 06.22002(N)    082 17 55.25751(W)     ADJUSTED  
 CL2960* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 CL2960  ___________________________________________________________________
 CL2960  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 CL2960  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CL2960
 CL2960  HORZ ORDER  -  SECOND
 CL2960
 CL2960.The horizontal coordinates were established by classical geodetic methods
 CL2960.and adjusted by the National Geodetic Survey in September 1997..
 CL2960.No horizontal observational check was made to the station.
 CL2960
 CL2960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2960
 CL2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2960
 CL2960.The geoid height was determined by GEOID03.
 CL2960
 CL2960;                    North         East     Units Scale Factor Converg.
 CL2960;SPC GA E     -   253,331.583   187,565.384   MT  0.99990191   -0 04 13.9
 CL2960;SPC GA E     -   831,138.70    615,370.76   sFT  0.99990191   -0 04 13.9
 CL2960;UTM  17      - 3,572,773.632   377,708.989   MT  0.99978442   -0 41 37.5
 CL2960
 CL2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2960!SPC GA E     -   0.99999459  x   0.99990191  =   0.99989650
 CL2960!UTM  17      -   0.99999459  x   0.99978442  =   0.99977901
 CL2960
 CL2960                          SUPERSEDED SURVEY CONTROL
 CL2960
 CL2960  NAD 83(1986)-  32 17 06.22474(N)    082 17 55.25712(W) AD(       ) 2
 CL2960  NGVD 29 (06/19/89)   64.     (m)          210.     (f) VERT ANG       
 CL2960
 CL2960.Superseded values are not recommended for survey control.
 CL2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2960.See file dsdata.txt to determine how the superseded data were derived.
 CL2960
 CL2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7770972774(NAD 83)
 CL2960_MARKER: DD = SURVEY DISK
 CL2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2960+STABILITY: SURFACE MOTION
 CL2960
 CL2960  HISTORY     - Date     Condition        Report By
 CL2960  HISTORY     - 1985     MONUMENTED       GADT
 CL2960
 CL2960                          STATION DESCRIPTION
 CL2960
 CL2960'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2960'THE STATION IS LOCATED ABOUT 0.7 KM (0.45 MI)
 CL2960'SOUTH OF THE EMANUEL COUNTY LINE AND
 CL2960'9.4 KM (5.9 MI) NORTH OF LYONS.
 CL2960'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2960'
 CL2960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2960'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.24 KM (0.15 MI) TO STATE
 CL2960'ROUTE 292 CROSSING.  CONTINUE AHEAD FOR 2.7 KM (1.7 MI) TO THE
 CL2960'BRIDGE OVER SWIFT CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO
 CL2960'STATE ROUTE 130 ON THE LEFT AND COUNTY PAVED ROAD 334 ON THE RIGHT.
 CL2960'CONTINUE AHEAD FOR 4.0 KM (2.5 MI) TO A Y JUNCTION WITH COUNTY PAVED
 CL2960'ROAD 210.  BEAR RIGHT ON TO THE COUNTY ROAD FOR 0.7 KM (0.45 MI) TO
 CL2960'THE STATION ON THE LEFT AT A FIELD ENTRANCE.
 CL2960'
 CL2960'THE STATION IS A STANDARD GADT DISK
 CL2960'STAMPED---138-218 1985 AZ MK---,
 CL2960'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2960'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2960'25.8 METERS (84.7 FT) WEST FROM A POWER POLE,
 CL2960'10.2 METERS (33.4 FT) WEST-NORTHWEST FROM THE CENTER OF COUNTY ROAD
 CL2960'210,
 CL2960'2.6 METERS (8.5 FT) EAST FROM A METAL WITNESS POST AND
 CL2960'2.4 METERS (7.7 FT) EAST-SOUTHEAST FROM A WOOD FENCE POST AND FENCE.
 CL2960'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2960'STAMPED---138-218 1985 AZ MK---,
 CL2960'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2960'
 CL2960'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2960'
 CL2960'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2834 ***********************************************************************
 CL2834  DESIGNATION -  BV 138 219
 CL2834  PID         -  CL2834
 CL2834  STATE/COUNTY-  GA/TOOMBS
 CL2834  USGS QUAD   -  LYONS (1985)
 CL2834
 CL2834                         *CURRENT SURVEY CONTROL
 CL2834  ___________________________________________________________________
 CL2834* NAD 83(1994)-  32 14 17.99694(N)    082 17 43.28815(W)     ADJUSTED  
 CL2834* NAVD 88     -        65.9    (meters)     216.     (feet)  VERTCON   
 CL2834  ___________________________________________________________________
 CL2834  X           -     723,964.051 (meters)                     COMP
 CL2834  Y           -  -5,351,288.205 (meters)                     COMP
 CL2834  Z           -   3,382,834.491 (meters)                     COMP
 CL2834  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 CL2834  ELLIP HEIGHT-          36.88  (meters)          (09/03/97) GPS OBS
 CL2834  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CL2834
 CL2834  HORZ ORDER  -  FIRST
 CL2834  ELLP ORDER  -  FOURTH    CLASS II
 CL2834
 CL2834.The horizontal coordinates were established by GPS observations
 CL2834.and adjusted by the National Geodetic Survey in September 1997..
 CL2834
 CL2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2834
 CL2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2834
 CL2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2834
 CL2834.The ellipsoidal height was determined by GPS observations
 CL2834.and is referenced to NAD 83.
 CL2834
 CL2834.The geoid height was determined by GEOID03.
 CL2834
 CL2834;                    North         East     Units Scale Factor Converg.
 CL2834;SPC GA E     -   248,149.911   187,872.338   MT  0.99990181   -0 04 07.1
 CL2834;SPC GA E     -   814,138.50    616,377.83   sFT  0.99990181   -0 04 07.1
 CL2834;UTM  17      - 3,567,589.541   377,959.569   MT  0.99978367   -0 41 27.9
 CL2834
 CL2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2834!SPC GA E     -   0.99999421  x   0.99990181  =   0.99989602
 CL2834!UTM  17      -   0.99999421  x   0.99978367  =   0.99977788
 CL2834
 CL2834                          SUPERSEDED SURVEY CONTROL
 CL2834
 CL2834  NAD 83(1986)-  32 14 18.00214(N)    082 17 43.28867(W) AD(       ) 1
 CL2834  NGVD 29 (12/08/88)   66.2    (m)          217.     (f) GPS OBS        
 CL2834
 CL2834.Superseded values are not recommended for survey control.
 CL2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2834.See file dsdata.txt to determine how the superseded data were derived.
 CL2834
 CL2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7796067590(NAD 83)
 CL2834_MARKER: DD = SURVEY DISK
 CL2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2834+STABILITY: SURFACE MOTION
 CL2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2834+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1986
 CL2834
 CL2834  HISTORY     - Date     Condition        Report By
 CL2834  HISTORY     - 1985     MONUMENTED       GADT
 CL2834  HISTORY     - 19861114 GOOD
 CL2834
 CL2834                          STATION DESCRIPTION
 CL2834
 CL2834'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2834'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 CL2834'NORTHEAST OF LYONS AND
 CL2834'8.0 KM (5.0 MI) WEST OF THE OHOOPEE RIVER.
 CL2834'OWNERSHIP--STATE RIGHT OF WAY.
 CL2834'
 CL2834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2834'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.24 KM (0.15 MI) TO STATE
 CL2834'ROUTE 292 CROSSING.  TURN RIGHT, EAST, FOR 0.88 KM (0.55 MI) TO
 CL2834'STATE ROUTE 152 ON THE LEFT.  BEAR LEFT, NORTH, FOR 2.4 KM (1.5 MI)
 CL2834'TO COUNTY SAND ROAD 188 ON THE RIGHT.  CONTINUE AHEAD FOR 1.8 KM
 CL2834'(1.1 MI) TO COUNTY PAVED ROAD 334 ON THE LEFT AND THE STATION ON
 CL2834'THE RIGHT AT A CHAIN LINK FENCE CORNER.
 CL2834'
 CL2834'THE STATION IS A STANDARD GADT DISK
 CL2834'STAMPED---138-219 1985---,
 CL2834'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2834'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2834'20.3 METERS (66.5 FT) NORTH-NORTHEAST FROM A POWER POLE WITH
 CL2834'TRANSFORMER, GUY WIRE AND TELEPHONE BOX,
 CL2834'14.5 METERS (47.5 FT) SOUTHEAST FROM THE CENTER OF STATE ROUTE 152,
 CL2834'9.8 METERS (32.3 FT) SOUTHWEST FROM A GUY WIRE,
 CL2834'1.2 METERS (4.1 FT) NORTH-NORTHWEST FROM THE CHAIN LINK FENCE
 CL2834'CORNER AND
 CL2834'1.2 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST.
 CL2834'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2834'STAMPED---138-219 1985---,
 CL2834'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2834'
 CL2834'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2834'STAMPED---138-219 1985 AZ MK---,
 CL2834'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2834'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2834'28.2 METERS (92.6 FT) NORTH-NORTHWEST FROM A TELEPHONE BOX,
 CL2834'6.6 METERS (21.8 FT) EAST-SOUTHEAST FROM THE CENTER OF A DRIVEWAY,
 CL2834'15.4 METERS (50.5 FT) NORTH-NORTHWEST FROM THE CENTER OF THE STATE
 CL2834'ROUTE 152,
 CL2834'10.8 METERS (35.3 FT) NORTH-NORTHEAST FROM A CEMENT CULVERT AND
 CL2834'1.6 METERS (5.4 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 CL2834'TO REACH THE AZIMUTH FROM THE STATION,
 CL2834'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.75 KM (0.45 MI) ON STATE
 CL2834'ROUTE 152 TO THE STATION ON THE LEFT AT A RUGGED PAVED DRIVEWAY
 CL2834'LEADING UP A LONG HILL TO A HOUSE.
 CL2834'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2834'STAMPED---138-219 1985 AZ MK---,
 CL2834'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2834'
 CL2834'DESCRIBED BY B. PUTZIGER.
 CL2834
 CL2834                          STATION RECOVERY (1986)
 CL2834
 CL2834'RECOVERED 1986
 CL2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2961 ***********************************************************************
 CL2961  DESIGNATION -  BV 138 219 AZ MK
 CL2961  PID         -  CL2961
 CL2961  STATE/COUNTY-  GA/TOOMBS
 CL2961  USGS QUAD   -  LYONS (1985)
 CL2961
 CL2961                         *CURRENT SURVEY CONTROL
 CL2961  ___________________________________________________________________
 CL2961* NAD 83(1994)-  32 14 29.84408(N)    082 17 31.49431(W)     ADJUSTED  
 CL2961* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 CL2961  ___________________________________________________________________
 CL2961  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CL2961  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CL2961
 CL2961  HORZ ORDER  -  SECOND
 CL2961
 CL2961.The horizontal coordinates were established by classical geodetic methods
 CL2961.and adjusted by the National Geodetic Survey in September 1997..
 CL2961.No horizontal observational check was made to the station.
 CL2961
 CL2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2961
 CL2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2961
 CL2961.The geoid height was determined by GEOID03.
 CL2961
 CL2961;                    North         East     Units Scale Factor Converg.
 CL2961;SPC GA E     -   248,514.438   188,181.496   MT  0.99990172   -0 04 00.9
 CL2961;SPC GA E     -   815,334.45    617,392.12   sFT  0.99990172   -0 04 00.9
 CL2961;UTM  17      - 3,567,950.645   378,272.632   MT  0.99978273   -0 41 21.8
 CL2961
 CL2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2961!SPC GA E     -   0.99999613  x   0.99990172  =   0.99989785
 CL2961!UTM  17      -   0.99999613  x   0.99978273  =   0.99977886
 CL2961
 CL2961                          SUPERSEDED SURVEY CONTROL
 CL2961
 CL2961  NAD 83(1986)-  32 14 29.84902(N)    082 17 31.49443(W) AD(       ) 2
 CL2961  NGVD 29 (06/19/89)   54.     (m)          177.     (f) VERT ANG       
 CL2961
 CL2961.Superseded values are not recommended for survey control.
 CL2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2961.See file dsdata.txt to determine how the superseded data were derived.
 CL2961
 CL2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7827367951(NAD 83)
 CL2961_MARKER: DD = SURVEY DISK
 CL2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2961+STABILITY: SURFACE MOTION
 CL2961
 CL2961  HISTORY     - Date     Condition        Report By
 CL2961  HISTORY     - 1985     MONUMENTED       GADT
 CL2961
 CL2961                          STATION DESCRIPTION
 CL2961
 CL2961'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2961'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI)
 CL2961'NORTHEAST OF LYONS AND
 CL2961'8.0 KM (5.0 MI) WEST OF THE OHOOPEE RIVER.
 CL2961'OWNERSHIP--STATE RIGHT OF WAY
 CL2961'
 CL2961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2961'LYONS, GO NORTH ON U.S. HIGHWAY 1 FOR 0.24 KM (0.15 MI) TO STATE
 CL2961'ROUTE 292 CROSSING.  TURN RIGHT, EAST, ON STATE ROUTE 292 FOR
 CL2961'0.88 KM (0.55 MI) TO STATE ROUTE 252 ON THE LEFT.  BEAR LEFT, NORTH,
 CL2961'FOR 2.4 KM (1.5 MI) TO COUNTY SAND ROAD 188 ON THE RIGHT.  CONTINUE
 CL2961'AHEAD FOR 1.8 KM (1.1 MI) TO COUNTY PAVED ROAD 334 ON THE LEFT.
 CL2961'CONTINUE AHEAD FOR 0.75 KM (0.45 MI) TO THE STATION ON THE LEFT AT
 CL2961'A LONG DRIVEWAY LEADING TO A HOUSE ON TOP OF A HILL.  THE DRIVEWAY
 CL2961'PAVING IS RUGGED.
 CL2961'
 CL2961'THE STATION IS A STANDARD GADT DISK
 CL2961'STAMPED---138-219 1985 AZ MK---,
 CL2961'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2961'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2961'28.2 METERS (92.6 FT) NORTH-NORTHWEST FROM A TELEPHONE BOX,
 CL2961'15.4 METERS (50.5 FT) NORTH-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2961'10.8 METERS (35.3 FT) NORTH-NORTHEAST FROM A CEMENT CULVERT,
 CL2961'6.6 METERS (21.8 FT) EAST-SOUTHEAST FROM THE CENTER OF THE DRIVEWAY
 CL2961'AND,
 CL2961'1.6 METERS (5.4 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 CL2961'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2961'STAMPED---138-219 1985 AZ MK---,
 CL2961'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2961'
 CL2961'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2961'
 CL2961'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2835 ***********************************************************************
 CL2835  DESIGNATION -  BV 138 5
 CL2835  PID         -  CL2835
 CL2835  STATE/COUNTY-  GA/TOOMBS
 CL2835  USGS QUAD   -  OAK PARK SW (1970)
 CL2835
 CL2835                         *CURRENT SURVEY CONTROL
 CL2835  ___________________________________________________________________
 CL2835* NAD 83(1994)-  32 16 34.16585(N)    082 24 28.45450(W)     ADJUSTED  
 CL2835* NAVD 88     -        86.4    (meters)     283.     (feet)  VERTCON   
 CL2835  ___________________________________________________________________
 CL2835  X           -     713,157.663 (meters)                     COMP
 CL2835  Y           -  -5,350,498.325 (meters)                     COMP
 CL2835  Z           -   3,386,392.667 (meters)                     COMP
 CL2835  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CL2835  ELLIP HEIGHT-          57.65  (meters)          (09/03/97) GPS OBS
 CL2835  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CL2835
 CL2835  HORZ ORDER  -  FIRST
 CL2835  ELLP ORDER  -  FOURTH    CLASS II
 CL2835
 CL2835.The horizontal coordinates were established by GPS observations
 CL2835.and adjusted by the National Geodetic Survey in September 1997..
 CL2835
 CL2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2835
 CL2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2835
 CL2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2835
 CL2835.The ellipsoidal height was determined by GPS observations
 CL2835.and is referenced to NAD 83.
 CL2835
 CL2835.The geoid height was determined by GEOID03.
 CL2835
 CL2835;                    North         East     Units Scale Factor Converg.
 CL2835;SPC GA E     -   252,362.203   177,275.555   MT  0.99990637   -0 07 43.8
 CL2835;SPC GA E     -   827,958.33    581,611.55   sFT  0.99990637   -0 07 43.8
 CL2835;UTM  17      - 3,571,916.314   367,410.292   MT  0.99981679   -0 45 07.0
 CL2835
 CL2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2835!SPC GA E     -   0.99999095  x   0.99990637  =   0.99989732
 CL2835!UTM  17      -   0.99999095  x   0.99981679  =   0.99980774
 CL2835
 CL2835                          SUPERSEDED SURVEY CONTROL
 CL2835
 CL2835  NAD 83(1986)-  32 16 34.16955(N)    082 24 28.45395(W) AD(       ) 1
 CL2835  NGVD 29 (12/08/88)   86.6    (m)          284.     (f) GPS OBS        
 CL2835
 CL2835.Superseded values are not recommended for survey control.
 CL2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2835.See file dsdata.txt to determine how the superseded data were derived.
 CL2835
 CL2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6741071916(NAD 83)
 CL2835_MARKER: DD = SURVEY DISK
 CL2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2835_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2835+STABILITY: SURFACE MOTION
 CL2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2835+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1986
 CL2835
 CL2835  HISTORY     - Date     Condition        Report By
 CL2835  HISTORY     - 1985     MONUMENTED       GADT
 CL2835  HISTORY     - 19861121 GOOD
 CL2835
 CL2835                          STATION DESCRIPTION
 CL2835
 CL2835'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2835'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 CL2835'NORTH OF VIDALIA AT THE SAVANNAH LUGGAGE WORKS OUTLET.
 CL2835'OWNERSHIP--STATE RIGHT OF WAY.
 CL2835'
 CL2835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2835'ROUTES 130 AND 297 HEADED NORTH IN VIDALIA, GO NORTH ON THE STATE
 CL2835'ROUTES FOR 0.8 KM (0.5 MI) TO THE CROSSING OF STATE ROUTE 292.
 CL2835'CONTINUE AHEAD NOW ON STATE ROUTE 297 FOR 3.4 KM (2.1 MI) TO COUNTY
 CL2835'SAND ROAD 236 ON THE RIGHT.  CONTINUE AHEAD FOR 2.7 KM (1.65 MI) TO
 CL2835'A CEMETERY ON THE LEFT.  CONTINUE AHEAD FOR 0.16 KM (0.1 MI) TO THE
 CL2835'THE STATION ON THE LEFT AT THE SAVANNAH LUGGAGE WORKS OUTLET.
 CL2835'
 CL2835'THE STATION IS A STANDARD GADT DISK
 CL2835'STAMPED---138-5---,
 CL2835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2835'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 CL2835'20.9 METERS (68.6 FT) NORTH FROM A 15 CM LONE PINE,
 CL2835'19.0 METERS (62.2 FT) WEST FROM THE CNTER OF ROUTE 297,
 CL2835'6.6 METERS (21.7 FT) SOUTHWEST FROM THE EAST END OF A 8 INCH
 CL2835'PLASTIC DRAIN PIPE,
 CL2835'2.5 METERS (8.2 FT) EAST FROM A 7 FOOT CHIAN LINK FENCE CORNER AND
 CL2835'1.8 METERS (6.0 FT) SOUTH FROM THE CENTER OF A DECORATIVE GRINDING
 CL2835'STONE.
 CL2835'
 CL2835'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2835'STAMPED---138-5 1985 AZ MK---,
 CL2835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2835'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2835'20.6 METERS (67.6 FT) NORTH-NORTHEAST FROM A POWER POLE WITH
 CL2835'TRANSFORMER,
 CL2835'14.70 METERS (48.3 FT) EAST FROM THE CENTER OF ROUTE 297,
 CL2835'5.25 METERS (17.2 FT) EAST FROM THE NORTH END OF AN OBLONG PIPE
 CL2835'CULVERT,
 CL2835'2.01 METERS (6.6 FT) SOUTHWEST FROM A 10 INCH PINE AND
 CL2835'1.30 METERS (4.2 FT) NORTH FROM A METAL WITNESS POST.
 CL2835'TO REACH THE AZIMUTH FROM THE STATION,
 CL2835'GO SOUTH FOR 1.7 KM (1.1 MI) ON STATE ROUTE 297 TO THE STATION ON
 CL2835'THE LEFT AT A WOODS ENTRANCE WITH PIPE ACROSS THE HIGHWAY FROM A
 CL2835'YELLOW SMALL WAREHOUSE.
 CL2835'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2835'STAMPED---138-5 1985 AZ MK---,
 CL2835'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2835'
 CL2835'DESCRIBED BY B. PUTZIGER.
 CL2835
 CL2835                          STATION RECOVERY (1986)
 CL2835
 CL2835'RECOVERED 1986
 CL2835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2962 ***********************************************************************
 CL2962  DESIGNATION -  BV 138 5 AZ MK
 CL2962  PID         -  CL2962
 CL2962  STATE/COUNTY-  GA/TOOMBS
 CL2962  USGS QUAD   -  OAK PARK SW (1970)
 CL2962
 CL2962                         *CURRENT SURVEY CONTROL
 CL2962  ___________________________________________________________________
 CL2962* NAD 83(1994)-  32 15 37.67478(N)    082 24 32.50761(W)     ADJUSTED  
 CL2962* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL2962  ___________________________________________________________________
 CL2962  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 CL2962  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CL2962
 CL2962  HORZ ORDER  -  SECOND
 CL2962
 CL2962.The horizontal coordinates were established by classical geodetic methods
 CL2962.and adjusted by the National Geodetic Survey in September 1997..
 CL2962
 CL2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2962
 CL2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2962
 CL2962.The geoid height was determined by GEOID03.
 CL2962
 CL2962;                    North         East     Units Scale Factor Converg.
 CL2962;SPC GA E     -   250,622.504   177,165.570   MT  0.99990643   -0 07 45.7
 CL2962;SPC GA E     -   822,250.67    581,250.71   sFT  0.99990643   -0 07 45.7
 CL2962;UTM  17      - 3,570,178.068   367,281.409   MT  0.99981722   -0 45 07.9
 CL2962
 CL2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2962!SPC GA E     -   0.99999326  x   0.99990643  =   0.99989969
 CL2962!UTM  17      -   0.99999326  x   0.99981722  =   0.99981048
 CL2962
 CL2962                          SUPERSEDED SURVEY CONTROL
 CL2962
 CL2962  NAD 83(1986)-  32 15 37.67857(N)    082 24 32.50898(W) AD(       ) 2
 CL2962  NGVD 29 (06/19/89)   72.     (m)          236.     (f) VERT ANG       
 CL2962
 CL2962.Superseded values are not recommended for survey control.
 CL2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2962.See file dsdata.txt to determine how the superseded data were derived.
 CL2962
 CL2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6728170178(NAD 83)
 CL2962_MARKER: DD = SURVEY DISK
 CL2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2962+STABILITY: SURFACE MOTION
 CL2962
 CL2962  HISTORY     - Date     Condition        Report By
 CL2962  HISTORY     - 1985     MONUMENTED       GADT
 CL2962
 CL2962                          STATION DESCRIPTION
 CL2962
 CL2962'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2962'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 CL2962'NORTH OF VIDALIA ON THE EAST SIDE OF STATE ROUTE 297.
 CL2962'OWNERSHIP--STATE RIGHT OF WAY.
 CL2962'
 CL2962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 WITH
 CL2962'STATE ROUTES 130 AND 297 HEADED NORTH IN VIDALIA, GO NORTH ON THE
 CL2962'STATE ROUTES FOR 0.8 KM (0.5 MI) TO THE CROSSING OF STATE ROUTE 292.
 CL2962'CONTINUE AHEAD NOW ON STATE ROUTE 297 FOR 3.4 KM (2.1 MI) TO COUNTY
 CL2962'SAND ROAD 236 ON THE RIGHT.  CONTINUE AHEAD FOR 1.0 KM (0.65 MI) TO
 CL2962'THE STATION ON THE RIGHT ACROSS THE HIGHWAY FROM A SMALL WAREHOUSE
 CL2962'AND AT A WOODS ROAD WITH PIPE CULVERT.
 CL2962'
 CL2962'THE STATION IS A STANDARD GADT DISK
 CL2962'STAMPED---138-5 1985 AZ MK---,
 CL2962'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2962'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2962'20.60 METERS (67.6 FT) NORTH-NORTHEAST FROM A POWER POLE WITH
 CL2962'TRANSFORMER,
 CL2962'14.70 METERS (48.3 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 CL2962'5.25 METERS (17.2 FT) EAST FROM THE NORTH END OF A OBLONG PIPE
 CL2962'CULVERT,
 CL2962'2.01 METERS (6.6 FT) SOUTHWEST FROM A 10 INCH PINE AND
 CL2962'1.30 METERS (4.2 FT) NORTH FROM A METAL WITNESS POST.
 CL2962'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2962'STAMPED---138-5 1985 AZ MK---,
 CL2962'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2962'
 CL2962'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2962'
 CL2962'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1923 ***********************************************************************
 ED1923  DESIGNATION -  BV 139 200
 ED1923  PID         -  ED1923
 ED1923  STATE/COUNTY-  GA/TOWNS
 ED1923  USGS QUAD   -  BLAIRSVILLE (1988)
 ED1923
 ED1923                         *CURRENT SURVEY CONTROL
 ED1923  ___________________________________________________________________
 ED1923* NAD 83(1994)-  34 59 11.61708(N)    083 53 27.01005(W)     ADJUSTED  
 ED1923* NAVD 88     -       553.1    (meters)    1815.     (feet)  VERTCON   
 ED1923  ___________________________________________________________________
 ED1923  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 ED1923  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 ED1923
 ED1923  HORZ ORDER  -  SECOND
 ED1923
 ED1923.The horizontal coordinates were established by classical geodetic methods
 ED1923.and adjusted by the National Geodetic Survey in September 1997..
 ED1923
 ED1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1923
 ED1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1923
 ED1923.The geoid height was determined by GEOID03.
 ED1923
 ED1923;                    North         East     Units Scale Factor Converg.
 ED1923;SPC GA W     -   552,967.954   725,181.697   MT  0.99990781   +0 09 29.4
 ED1923;SPC GA W     - 1,814,195.70  2,379,200.28   sFT  0.99990781   +0 09 29.4
 ED1923;SPC NC       -   148,168.558   163,285.501   MT  0.99988324   -2 49 22.2
 ED1923;SPC NC       -   486,116.34    535,712.51   sFT  0.99988324   -2 49 22.2
 ED1923;UTM  17      - 3,875,371.511   236,124.645   MT  1.00045826   -1 39 30.7
 ED1923
 ED1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1923!SPC GA W     -   0.99991768  x   0.99990781  =   0.99982549
 ED1923!SPC NC       -   0.99991768  x   0.99988324  =   0.99980093
 ED1923!UTM  17      -   0.99991768  x   1.00045826  =   1.00037590
 ED1923
 ED1923:                Primary Azimuth Mark                     Grid Az
 ED1923:SPC GA W     -  BV 139 200 AZ MK                         303 20 39.1
 ED1923:SPC NC       -  BV 139 200 AZ MK                         306 19 30.7
 ED1923:UTM  17      -  BV 139 200 AZ MK                         305 09 39.2
 ED1923
 ED1923|---------------------------------------------------------------------|
 ED1923| PID    Reference Object                     Distance      Geod. Az  |
 ED1923|                                                           dddmmss.s |
 ED1923| CZ4674 BV 139 200 AZ MK                                   3033008.5 |
 ED1923|---------------------------------------------------------------------|
 ED1923
 ED1923                          SUPERSEDED SURVEY CONTROL
 ED1923
 ED1923  NAD 83(1986)-  34 59 11.62520(N)    083 53 27.01308(W) AD(       ) 2
 ED1923  NAD 27      -  34 59 11.30022(N)    083 53 27.38111(W) AD(       ) 2
 ED1923  NGVD 29 (07/19/86)  553.1    (m)         1815.     (f) VERT ANG       
 ED1923
 ED1923.Superseded values are not recommended for survey control.
 ED1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1923.See file dsdata.txt to determine how the superseded data were derived.
 ED1923
 ED1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3612575372(NAD 83)
 ED1923_MARKER: DD = SURVEY DISK
 ED1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1923+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2001
 ED1923
 ED1923  HISTORY     - Date     Condition        Report By
 ED1923  HISTORY     - 1975     MONUMENTED       GADT
 ED1923  HISTORY     - 20010215 GOOD             GADT
 ED1923
 ED1923                          STATION DESCRIPTION
 ED1923
 ED1923'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1923'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTHWEST OF
 ED1923'YOUNG HARRIS, 8 MILES WEST-NORTHWEST OF HIAWASSEE, AND 8-1/2
 ED1923'MILES NORTH-NORTHEAST OF BLAIRSVILLE ON STATE RIGHT OF WAY.
 ED1923'
 ED1923'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 66 AND
 ED1923'U.S. HIGHWAY 76 (STATE ROUTE 2) IN YOUNG HARRIS, GO NORTHWESTERLY
 ED1923'ALONG STATE ROUTE 66 FOR 3.65 MILES TO THE JUNCTION OF STATE
 ED1923'ROUTE 339 TO THE RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 66 FOR
 ED1923'1.05 MILES TO THE STATION ON THE LEFT.
 ED1923'
 ED1923'THE STATION IS LOCATED 28 FEET SOUTHWEST OF THE CENTERLINE OF
 ED1923'STATE ROUTE 66, 3 FEET NORTHEAST OF A WITNESS POST, 80.0 FEET
 ED1923'NORTHEAST OF A POWER POLE, 91.0 FEET SOUTHEAST OF A POWER POLE,
 ED1923'AND 96.0 FEET NORTHWEST OF A POWER POLE.  THE STATION IS A
 ED1923'STANDARD BRASS DISK STAMPED 139-200, SET IN THE TOP OF A 10 INCH
 ED1923'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1923'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1923'139-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1923'0.70 METER BELOW THE SURFACE OF THE GROUND.
 ED1923'
 ED1923'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST
 ED1923'ALONG STATE ROUTE 66 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT
 ED1923'IS LOCATED 21 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE
 ED1923'66, 45.0 FEET NORTHEAST OF A 24 INCH OAK TREE, 2.2 FEET
 ED1923'NORTH-NORTHEAST OF A WITNESS POST, 53.0 FEET NORTHWEST OF A
 ED1923'GEORGIA STATE LINE SIGN, AND 108.0 FEET NORTHWEST OF THE NORTH
 ED1923'CORNER OF A CONCRETE BLOCK BUILDING.  IT IS A STANDARD DISK
 ED1923'STAMPED 139-200 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1923'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1923
 ED1923                          STATION RECOVERY (2001)
 ED1923
 ED1923'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1904 ***********************************************************************
 ED1904  DESIGNATION -  BV 139 201
 ED1904  PID         -  ED1904
 ED1904  STATE/COUNTY-  GA/TOWNS
 ED1904  USGS QUAD   -  HIAWASSEE (1988)
 ED1904
 ED1904                         *CURRENT SURVEY CONTROL
 ED1904  ___________________________________________________________________
 ED1904* NAD 83(1994)-  34 59 08.12295(N)    083 45 17.68932(W)     ADJUSTED  
 ED1904* NAVD 88     -       603.3    (meters)    1979.     (feet)  VERTCON   
 ED1904  ___________________________________________________________________
 ED1904  X           -     569,125.292 (meters)                     COMP
 ED1904  Y           -  -5,200,767.323 (meters)                     COMP
 ED1904  Z           -   3,636,886.842 (meters)                     COMP
 ED1904  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 ED1904  ELLIP HEIGHT-         574.87  (meters)          (03/27/03) GPS OBS
 ED1904  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 ED1904
 ED1904  HORZ ORDER  -  FIRST
 ED1904  ELLP ORDER  -  FOURTH    CLASS II
 ED1904
 ED1904.The horizontal coordinates were established by GPS observations
 ED1904.and adjusted by the National Geodetic Survey in March 2003..
 ED1904
 ED1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1904
 ED1904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED1904
 ED1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1904
 ED1904.The ellipsoidal height was determined by GPS observations
 ED1904.and is referenced to NAD 83.
 ED1904
 ED1904.The geoid height was determined by GEOID03.
 ED1904
 ED1904;                    North         East     Units Scale Factor Converg.
 ED1904;SPC GA W     -   552,902.979   737,591.116   MT  0.99991741   +0 14 09.9
 ED1904;SPC GA W     - 1,813,982.52  2,419,913.52   sFT  0.99991741   +0 14 09.9
 ED1904;SPC NC       -   147,458.398   175,674.392   MT  0.99988332   -2 44 39.8
 ED1904;SPC NC       -   483,786.43    576,358.40   sFT  0.99988332   -2 44 39.8
 ED1904;UTM  17      - 3,874,912.956   248,532.046   MT  1.00037943   -1 34 49.5
 ED1904
 ED1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1904!SPC GA W     -   0.99990977  x   0.99991741  =   0.99982719
 ED1904!SPC NC       -   0.99990977  x   0.99988332  =   0.99979310
 ED1904!UTM  17      -   0.99990977  x   1.00037943  =   1.00028917
 ED1904
 ED1904|---------------------------------------------------------------------|
 ED1904| PID    Reference Object                     Distance      Geod. Az  |
 ED1904|                                                           dddmmss.s |
 ED1904| ED1903 BV 139 201 GADT 1975 PTA             21.656 METERS 17143     |
 ED1904| CZ4675 BV 139 201 AZ MK                                   1810546.1 |
 ED1904|---------------------------------------------------------------------|
 ED1904
 ED1904                          SUPERSEDED SURVEY CONTROL
 ED1904
 ED1904  NAD 83(1994)-  34 59 08.12284(N)    083 45 17.68874(W) AD(       ) 1
 ED1904  NAD 83(1986)-  34 59 08.13065(N)    083 45 17.69030(W) AD(       ) 1
 ED1904  ELLIP H (05/28/93)  574.73   (m)                       GP(       ) 4 2
 ED1904  NAD 83(1986)-  34 59 08.13185(N)    083 45 17.69281(W) AD(       ) 2
 ED1904  NAD 27      -  34 59 07.80161(N)    083 45 18.07764(W) AD(       ) 2
 ED1904  NGVD 29 (05/28/93)  603.3    (m)         1979.     (f) GPS OBS        
 ED1904
 ED1904.Superseded values are not recommended for survey control.
 ED1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1904.See file dsdata.txt to determine how the superseded data were derived.
 ED1904
 ED1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4853274913(NAD 83)
 ED1904_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1904_SP_SET: CONCRETE POST
 ED1904_STAMPING: 139-201
 ED1904_MARK LOGO: GADT  
 ED1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1904+STABILITY: SURFACE MOTION
 ED1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1904+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1988
 ED1904
 ED1904  HISTORY     - Date     Condition        Report By
 ED1904  HISTORY     - 1975     MONUMENTED       GADT
 ED1904  HISTORY     - 1975     GOOD             GADT
 ED1904  HISTORY     - 19880605 GOOD             NCGS
 ED1904
 ED1904                          STATION DESCRIPTION
 ED1904
 ED1904'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1904'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH OF
 ED1904'HIAWASSEE, 6-1/2 MILES NORTHEAST OF YOUNG HARRIS, AND 5-1/2 MILES
 ED1904'SOUTHEAST OF HAYESVILLE, NORTH CAROLINA ON STATE RIGHT OF WAY.
 ED1904'
 ED1904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 (STATE
 ED1904'ROUTES 2 AND 17) AND STATE ROUTE 75 IN HIAWASSEE, GO NORTH ALONG
 ED1904'STATE ROUTE 75 FOR 1.95 MILES TO THE JUNCTION OF COUNTY ROAD 9
 ED1904'TO THE RIGHT.  CONTINUE NORTH ALONG STATE ROUTE 75 FOR 0.25 MILE
 ED1904'TO THE JUNCTION OF COUNTY ROAD 77 CROSSING.  CONTINUE NORTH ALONG
 ED1904'STATE ROUTE 75 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 ED1904'LEFT.  CONTINUE NORTH ALONG STATE ROUTE 75 FOR 0.25 MILE TO THE
 ED1904'STATION ON THE RIGHT.
 ED1904'
 ED1904'THE STATION IS LOCATED 45 FEET EAST OF THE CENTERLINE OF STATE
 ED1904'ROUTE 75, 117.0 FEET SOUTHEAST OF A TELEPHONE POLE ON THE WEST
 ED1904'SIDE OF THE HIGHWAY, 36 FEET SOUTH OF A POWER POLE, 32 FEET
 ED1904'SOUTH-SOUTHWEST OF TENNESSEE VALLEY AUTHORITY BENCH MARK HHK-24,
 ED1904'AND 2.5 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1904'STAMPED 139-201, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1904'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1904'UNDERGROUND STATION IS A STANDARD DISK STAMPED 139-201,
 ED1904'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80 METER
 ED1904'BELOW THE SURFACE OF THE GROUND.
 ED1904'
 ED1904'THE AZIMUTH MARK IS LOCATED 26 FEET WEST OF THE CENTERLINE OF
 ED1904'STATE ROUTE 75, 18.0 FEET NORTHEAST OF THE CORNER OF A FENCE, 21
 ED1904'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY TO THE RESIDENCE OF
 ED1904'MR. W.A. KROMER, 144.0 FEET SOUTH OF A TELEPHONE POLE, AND 3 FEET
 ED1904'EAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 139-201
 ED1904'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1904'FLUSH WITH THE SURFACE OF THE GROUND.
 ED1904
 ED1904                          STATION RECOVERY (1975)
 ED1904
 ED1904'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975
 ED1904'RECOVERED IN GOOD CONDITION.
 ED1904
 ED1904                          STATION RECOVERY (1988)
 ED1904
 ED1904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 ED1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1905 ***********************************************************************
 ED1905  DESIGNATION -  BV 139 202
 ED1905  PID         -  ED1905
 ED1905  STATE/COUNTY-  GA/TOWNS
 ED1905  USGS QUAD   -  HIAWASSEE (1988)
 ED1905
 ED1905                         *CURRENT SURVEY CONTROL
 ED1905  ___________________________________________________________________
 ED1905* NAD 83(1994)-  34 56 59.99076(N)    083 45 31.44327(W)     ADJUSTED  
 ED1905* NAVD 88     -       596.4    (meters)    1957.     (feet)  VERTCON   
 ED1905  ___________________________________________________________________
 ED1905  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 ED1905  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 ED1905
 ED1905  HORZ ORDER  -  FIRST
 ED1905
 ED1905.The horizontal coordinates were established by classical geodetic methods
 ED1905.and adjusted by the National Geodetic Survey in September 1997..
 ED1905
 ED1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1905
 ED1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1905
 ED1905.The geoid height was determined by GEOID03.
 ED1905
 ED1905;                    North         East     Units Scale Factor Converg.
 ED1905;SPC GA W     -   548,953.303   737,258.427   MT  0.99991710   +0 14 01.3
 ED1905;SPC GA W     - 1,801,024.29  2,418,822.02   sFT  0.99991710   +0 14 01.3
 ED1905;SPC NC       -   143,531.489   175,136.811   MT  0.99988638   -2 44 47.8
 ED1905;SPC NC       -   470,902.89    574,594.69   sFT  0.99988638   -2 44 47.8
 ED1905;UTM  17      - 3,870,973.978   248,074.168   MT  1.00038228   -1 34 52.3
 ED1905
 ED1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1905!SPC GA W     -   0.99991086  x   0.99991710  =   0.99982797
 ED1905!SPC NC       -   0.99991086  x   0.99988638  =   0.99979725
 ED1905!UTM  17      -   0.99991086  x   1.00038228  =   1.00029311
 ED1905
 ED1905:                Primary Azimuth Mark                     Grid Az
 ED1905:SPC GA W     -  BV 139 202 AZ MK                         355 20 37.1
 ED1905:SPC NC       -  BV 139 202 AZ MK                         358 19 26.2
 ED1905:UTM  17      -  BV 139 202 AZ MK                         357 09 30.7
 ED1905
 ED1905|---------------------------------------------------------------------|
 ED1905| PID    Reference Object                     Distance      Geod. Az  |
 ED1905|                                                           dddmmss.s |
 ED1905| CZ4676 BV 139 202 AZ MK                                   3553438.4 |
 ED1905|---------------------------------------------------------------------|
 ED1905
 ED1905                          SUPERSEDED SURVEY CONTROL
 ED1905
 ED1905  NAD 83(1986)-  34 56 59.99851(N)    083 45 31.44493(W) AD(       ) 1
 ED1905  NAD 27      -  34 56 59.67031(N)    083 45 31.82341(W) AD(       ) 1
 ED1905  NGVD 29 (07/19/86)  596.4    (m)         1957.     (f) VERT ANG       
 ED1905
 ED1905.Superseded values are not recommended for survey control.
 ED1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1905.See file dsdata.txt to determine how the superseded data were derived.
 ED1905
 ED1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4807470974(NAD 83)
 ED1905_MARKER: DD = SURVEY DISK
 ED1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1905
 ED1905  HISTORY     - Date     Condition        Report By
 ED1905  HISTORY     - 1975     MONUMENTED       GADT
 ED1905
 ED1905                          STATION DESCRIPTION
 ED1905
 ED1905'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1905'THE STATION IS LOCATED IN HIAWASSEE, ON THE PROPERTY OF THE
 ED1905'HIAWASSEE UNITED METHODIST CHURCH.
 ED1905'
 ED1905'TO REACH THE STATION FROM THE TOWNS COUNTY COURTHOUSE IN HIAWASSEE,
 ED1905'LOCATED AT THE JUNCTION OF RIVER STREET AND BERRONG STREET, GO
 ED1905'NORTHEASTERLY ALONG RIVER STREET FOR 0.1 MILE TO THE JUNCTION OF
 ED1905'MAIN STREET (U.S. HIGHWAY 76 AND STATE ROUTE 2) CROSSING.  TURN
 ED1905'LEFT, GOING WESTERLY ALONG MAIN STREET FOR 0.1 MILE TO THE
 ED1905'JUNCTION OF RICE STREET FORKING TO THE LEFT, THE UNITED
 ED1905'METHODIST CHURCH ON THE LEFT, AND THE STATION ON THE LEFT.
 ED1905'
 ED1905'THE STATION IS A STANDARD BRASS DISK STAMPED 139-202, SET IN THE
 ED1905'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1905'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1905'139-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71
 ED1905'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 96 FEET
 ED1905'SOUTHWEST OF THE CENTERLINE OF N. MAIN STREET, 35.0 FEET EAST OF
 ED1905'THE NORTHERNMOST EAST CORNER OF THE CHURCH BUILDING, 71.0 FEET
 ED1905'SOUTHEAST OF A POWER POLE, 45.0 FEET NORTHWEST OF A BRICK
 ED1905'GROCERY STORE, AND 3.0 FEET SOUTH OF A WITNESS POST.
 ED1905'
 ED1905'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ON
 ED1905'MAIN STREET FOR 0.3 MILE TO THE MARK ON THE RIGHT IN A CONCRETE
 ED1905'WALKWAY.  IT IS A STANDARD DISK STAMPED 139-202 AZMK, SET IN A
 ED1905'1 INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE WALKWAY.  IT IS
 ED1905'LOCATED 2.9 FEET SOUTH OF A FLAG POLE, 29.0 FEET EAST OF THE
 ED1905'CENTERLINE OF MAIN STREET, 87.0 FEET SOUTH OF A TELEPHONE POLE,
 ED1905'40.0 FEET SOUTH OF THE NORTHWEST CORNER OF A SCHOOL BUILDING,
 ED1905'AND 117.0 FEET NORTH OF ANOTHER TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1824 ***********************************************************************
 ED1824  DESIGNATION -  BV 139 203
 ED1824  PID         -  ED1824
 ED1824  STATE/COUNTY-  GA/TOWNS
 ED1824  USGS QUAD   -  TRAY MOUNTAIN (1985)
 ED1824
 ED1824                         *CURRENT SURVEY CONTROL
 ED1824  ___________________________________________________________________
 ED1824* NAD 83(1994)-  34 52 11.95125(N)    083 43 11.18987(W)     ADJUSTED  
 ED1824* NAVD 88     -       609.3    (meters)    1999.     (feet)  VERTCON   
 ED1824  ___________________________________________________________________
 ED1824  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ED1824  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 ED1824
 ED1824  HORZ ORDER  -  SECOND
 ED1824
 ED1824.The horizontal coordinates were established by classical geodetic methods
 ED1824.and adjusted by the National Geodetic Survey in September 1997..
 ED1824
 ED1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1824
 ED1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1824
 ED1824.The geoid height was determined by GEOID03.
 ED1824
 ED1824;                    North         East     Units Scale Factor Converg.
 ED1824;SPC GA W     -   540,092.971   740,856.407   MT  0.99992057   +0 15 19.8
 ED1824;SPC GA W     - 1,771,955.02  2,430,626.40   sFT  0.99992057   +0 15 19.8
 ED1824;SPC NC       -   134,496.349   178,269.218   MT  0.99989465   -2 43 26.8
 ED1824;SPC NC       -   441,260.11    584,871.59   sFT  0.99989465   -2 43 26.8
 ED1824;UTM  17      - 3,862,000.181   251,391.520   MT  1.00036183   -1 33 20.7
 ED1824
 ED1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1824!SPC GA W     -   0.99990885  x   0.99992057  =   0.99982942
 ED1824!SPC NC       -   0.99990885  x   0.99989465  =   0.99980351
 ED1824!UTM  17      -   0.99990885  x   1.00036183  =   1.00027064
 ED1824
 ED1824:                Primary Azimuth Mark                     Grid Az
 ED1824:SPC GA W     -  BV 139 203 AZ MK                         007 53 14.0
 ED1824:SPC NC       -  BV 139 203 AZ MK                         010 52 00.6
 ED1824:UTM  17      -  BV 139 203 AZ MK                         009 41 54.5
 ED1824
 ED1824|---------------------------------------------------------------------|
 ED1824| PID    Reference Object                     Distance      Geod. Az  |
 ED1824|                                                           dddmmss.s |
 ED1824| CZ4677 BV 139 203 AZ MK                                   0080833.8 |
 ED1824|---------------------------------------------------------------------|
 ED1824
 ED1824                          SUPERSEDED SURVEY CONTROL
 ED1824
 ED1824  NAD 83(1986)-  34 52 11.96035(N)    083 43 11.19133(W) AD(       ) 2
 ED1824  NAD 27      -  34 52 11.63771(N)    083 43 11.56517(W) AD(       ) 2
 ED1824  NGVD 29 (07/19/86)  609.3    (m)         1999.     (f) VERT ANG       
 ED1824
 ED1824.Superseded values are not recommended for survey control.
 ED1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1824.See file dsdata.txt to determine how the superseded data were derived.
 ED1824
 ED1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5139262000(NAD 83)
 ED1824_MARKER: DD = SURVEY DISK
 ED1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1824
 ED1824  HISTORY     - Date     Condition        Report By
 ED1824  HISTORY     - 1975     MONUMENTED       GADT
 ED1824
 ED1824                          STATION DESCRIPTION
 ED1824
 ED1824'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1824'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES SOUTH-SOUTHEAST
 ED1824'OF HIAWASSEE, 8-1/2 MILES SOUTHEAST OF YOUNG HARRIS, AND 13-1/2
 ED1824'MILES EAST OF BLAIRSVILLE ON COUNTY RIGHT OF WAY.
 ED1824'
 ED1824'TO REACH THE STATION FROM THE TOWNS COUNTY COURTHOUSE IN HIAWASSEE,
 ED1824'PROCEED NORTHERLY ALONG RIVER STREET FOR 0.05 MILE TO THE JUNCTION
 ED1824'OF U.S. HIGHWAY 76 (STATE ROUTES 2 AND 75).  TURN RIGHT, GOING
 ED1824'SOUTHWEST FOR 2.35 MILES TO THE HIAWASSEE RIVER BRIDGE.  CONTINUE
 ED1824'SOUTH ALONG U.S. HIGHWAY 76 FOR 0.35 MILE TO THE JUNCTION OF
 ED1824'STATE ROUTE 75 FORKING TO THE RIGHT.  TURN RIGHT, PROCEEDING
 ED1824'SOUTH ALONG STATE ROUTE 75 FOR 1.15 MILES TO A BRIDGE OVER THE
 ED1824'HIAWASSEE RIVER.  CONTINUE SOUTH ALONG STATE ROUTE 75 FOR 2.0
 ED1824'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ALONG STATE
 ED1824'ROUTE 75 FOR 0.4 MILE TO THE JUNCTION OF OWL CREEK ROAD TO THE
 ED1824'RIGHT.  TURN RIGHT, PROCEEDING WESTERLY ALONG OWL CREEK ROAD FOR
 ED1824'0.2 MILE TO THE STATION ON THE RIGHT.
 ED1824'
 ED1824'THE STATION IS A STANDARD BRASS DISK STAMPED 139-203, SET IN A
 ED1824'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1824'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1824'139-203, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.78
 ED1824'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 20 FEET
 ED1824'NORTH OF THE ROAD, 138.0 FEET SOUTHEAST OF A POWER POLE, 140.0
 ED1824'FEET NORTHEAST OF THE SOUTHEAST END OF A BRIDGE, AND 1.5 FEET
 ED1824'SOUTH OF A WITNESS POST.
 ED1824'
 ED1824'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 139-203 AZMK, SET
 ED1824'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1824'SURFACE OF THE GROUND.  IT IS LOCATED 18 FEET WEST OF THE
 ED1824'CENTERLINE OF STATE ROUTE 75, 89.0 FEET SOUTH OF A POWER POLE,
 ED1824'59.0 FEET WEST OF A 12 INCH WALNUT TREE ON THE EAST SIDE OF THE
 ED1824'HIGHWAY, AND 2.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1907 ***********************************************************************
 ED1907  DESIGNATION -  BV 139 204
 ED1907  PID         -  ED1907
 ED1907  STATE/COUNTY-  GA/TOWNS
 ED1907  USGS QUAD   -  HIAWASSEE (1988)
 ED1907
 ED1907                         *CURRENT SURVEY CONTROL
 ED1907  ___________________________________________________________________
 ED1907* NAD 83(1994)-  34 57 44.96293(N)    083 50 46.30608(W)     ADJUSTED  
 ED1907* NAVD 88     -       601.9    (meters)    1975.     (feet)  VERTCON   
 ED1907  ___________________________________________________________________
 ED1907  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 ED1907  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ED1907
 ED1907  HORZ ORDER  -  SECOND
 ED1907
 ED1907.The horizontal coordinates were established by classical geodetic methods
 ED1907.and adjusted by the National Geodetic Survey in September 1997..
 ED1907
 ED1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1907
 ED1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1907
 ED1907.The geoid height was determined by GEOID03.
 ED1907
 ED1907;                    North         East     Units Scale Factor Converg.
 ED1907;SPC GA W     -   550,309.972   729,265.639   MT  0.99991055   +0 11 01.1
 ED1907;SPC GA W     - 1,805,475.30  2,392,599.02   sFT  0.99991055   +0 11 01.1
 ED1907;SPC NC       -   145,301.869   167,225.597   MT  0.99988526   -2 47 49.5
 ED1907;SPC NC       -   476,711.22    548,639.31   sFT  0.99988526   -2 47 49.5
 ED1907;UTM  17      - 3,872,583.942   240,124.443   MT  1.00043244   -1 37 54.8
 ED1907
 ED1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1907!SPC GA W     -   0.99991001  x   0.99991055  =   0.99982057
 ED1907!SPC NC       -   0.99991001  x   0.99988526  =   0.99979528
 ED1907!UTM  17      -   0.99991001  x   1.00043244  =   1.00034241
 ED1907
 ED1907|---------------------------------------------------------------------|
 ED1907| PID    Reference Object                     Distance      Geod. Az  |
 ED1907|                                                           dddmmss.s |
 ED1907| ED1906 BV 139 3 SHDSAM 1975                 10.203 METERS 02516     |
 ED1907| CZ4678 BV 139 204 AZ MK                                   1742126.8 |
 ED1907|---------------------------------------------------------------------|
 ED1907
 ED1907                          SUPERSEDED SURVEY CONTROL
 ED1907
 ED1907  NAD 83(1986)-  34 57 44.97149(N)    083 50 46.30898(W) AD(       ) 2
 ED1907  NAD 27      -  34 57 44.64824(N)    083 50 46.68261(W) AD(       ) 2
 ED1907  NGVD 29 (07/19/86)  601.9    (m)         1975.     (f) VERT ANG       
 ED1907
 ED1907.Superseded values are not recommended for survey control.
 ED1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1907.See file dsdata.txt to determine how the superseded data were derived.
 ED1907
 ED1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4012472584(NAD 83)
 ED1907_MARKER: DD = SURVEY DISK
 ED1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1907
 ED1907  HISTORY     - Date     Condition        Report By
 ED1907  HISTORY     - 1975     MONUMENTED       GADT
 ED1907
 ED1907                          STATION DESCRIPTION
 ED1907
 ED1907'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1907'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH OF YOUNG
 ED1907'HARRIS, 5-1/2 MILES WEST-NORTHWEST OF HIAWASSEE, AND 6-1/4 MILES
 ED1907'SOUTH-SOUTHWEST OF HAYESVILLE, NORTH CAROLINA, ON STATE RIGHT
 ED1907'OF WAY.
 ED1907'
 ED1907'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76
 ED1907'(STATE ROUTE 2) AND STATE ROUTE 66, IN YOUNG HARRIS, PROCEED
 ED1907'NORTH ON U.S. HIGHWAY 76 FOR 1.55 MILES TO THE AZIMUTH MARK ON
 ED1907'THE LEFT.  CONTINUE NORTHERLY ALONG U.S. HIGHWAY 76 FOR 0.5 MILE
 ED1907'TO THE JUNCTION OF A COUNTY DIRT ROAD TO THE LEFT AND THE STATION
 ED1907'ON THE LEFT.
 ED1907'
 ED1907'THE STATION IS A STANDARD BRASS DISK STAMPED 139-204, SET IN
 ED1907'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1907'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1907'DISK STAMPED 139-204, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1907'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 ED1907'LOCATED 51 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.0
 ED1907'FEET SOUTH OF AN 8 INCH TWIN WHITE OAK TREE, 18.0 FEET
 ED1907'NORTHEAST OF A RIGHT OF WAY MARKER, 50 FEET NORTH-NORTHEAST OF
 ED1907'THE CENTERLINE OF THE COUNTY ROAD, AND 2.8 FEET
 ED1907'NORTHEAST OF A WITNESS POST.
 ED1907'
 ED1907'BV 139-3 (SHDSAM) IS A STATE HIGHWAY DEPARTMENT, OFFICE OF
 ED1907'SURVEYS AND AERIAL MAPPING TRAVERSE STATION STAMPED 139-3 (SHDSAM),
 ED1907'SET IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1907'THE SURFACE OF THE GROUND.  IT IS LOCATED 57.0 FEET NORTHWEST OF
 ED1907'THE CENTERLINE OF U.S. HIGHWAY 76, 34.0 FEET SOUTHWEST OF A 10
 ED1907'INCH TWIN POPLAR TREE, 84.0 FEET NORTHEAST OF THE COUNTY DIRT
 ED1907'ROAD, AND 3.0 FEET SOUTHEAST OF A WITNESS POST.
 ED1907'
 ED1907'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 139-204 AZMK, SET
 ED1907'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1907'SURFACE OF THE GROUND.  IT IS LOCATED 30.0 FEET NORTHWEST OF THE
 ED1907'CENTERLINE OF THE HIGHWAY, 25.0 FEET NORTHEAST OF A POWER POLE,
 ED1907'27.0 FEET EAST-SOUTHEAST OF A FENCE, AND 3.0 FEET EAST-SOUTHEAST
 ED1907'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1910 ***********************************************************************
 ED1910  DESIGNATION -  BV 139 205
 ED1910  PID         -  ED1910
 ED1910  STATE/COUNTY-  GA/TOWNS
 ED1910  USGS QUAD   -  JACKS GAP (1988)
 ED1910
 ED1910                         *CURRENT SURVEY CONTROL
 ED1910  ___________________________________________________________________
 ED1910* NAD 83(1994)-  34 50 01.10890(N)    083 45 51.01017(W)     ADJUSTED  
 ED1910* NAVD 88     -       721.     (meters)    2365.     (feet)  VERTCON   
 ED1910  ___________________________________________________________________
 ED1910  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 ED1910  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 ED1910
 ED1910  HORZ ORDER  -  SECOND
 ED1910
 ED1910.The horizontal coordinates were established by classical geodetic methods
 ED1910.and adjusted by the National Geodetic Survey in September 1997..
 ED1910
 ED1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1910
 ED1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1910
 ED1910.The geoid height was determined by GEOID03.
 ED1910
 ED1910;                    North         East     Units Scale Factor Converg.
 ED1910;SPC GA W     -   536,044.092   736,813.864   MT  0.99991670   +0 13 47.7
 ED1910;SPC GA W     - 1,758,671.33  2,417,363.49   sFT  0.99991670   +0 13 47.7
 ED1910;UTM  17      - 3,858,079.251   247,221.179   MT  1.00038761   -1 34 47.0
 ED1910
 ED1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1910!SPC GA W     -   0.99989132  x   0.99991670  =   0.99980802
 ED1910!UTM  17      -   0.99989132  x   1.00038761  =   1.00027888
 ED1910
 ED1910|---------------------------------------------------------------------|
 ED1910| PID    Reference Object                     Distance      Geod. Az  |
 ED1910|                                                           dddmmss.s |
 ED1910| ED1909 BV 139 205 GADT 1975 PTA             20.313 METERS 10258     |
 ED1910| CZ4679 BV 139 205 AZ MK                                   3143722.6 |
 ED1910|---------------------------------------------------------------------|
 ED1910
 ED1910                          SUPERSEDED SURVEY CONTROL
 ED1910
 ED1910  NAD 83(1986)-  34 50 01.11937(N)    083 45 51.00900(W) AD(       ) 2
 ED1910  NAD 27      -  34 50 00.79568(N)    083 45 51.37662(W) AD(       ) 2
 ED1910  NGVD 29 (07/19/86)  721.     (m)         2365.     (f) VERT ANG       
 ED1910
 ED1910.Superseded values are not recommended for survey control.
 ED1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1910.See file dsdata.txt to determine how the superseded data were derived.
 ED1910
 ED1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4722158079(NAD 83)
 ED1910_MARKER: DD = SURVEY DISK
 ED1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1910
 ED1910  HISTORY     - Date     Condition        Report By
 ED1910  HISTORY     - 1975     MONUMENTED       GADT
 ED1910
 ED1910                          STATION DESCRIPTION
 ED1910
 ED1910'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1910'THE STATION IS LOCATED APPROXIMATELY 8 MILES SOUTH OF HIAWASSEE,
 ED1910'8 MILES SOUTHEAST OF YOUNG HARRIS, AND 10-3/4 MILES NORTHWEST OF
 ED1910'BATESVILLE ON STATE RIGHT OF WAY.
 ED1910'
 ED1910'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 75 AND 17
 ED1910'AND STATE ROUTE 66, LOCATED APPROXIMATELY 9 MILES NORTH OF HELEN,
 ED1910'GO WEST ALONG STATE ROUTE 66 FOR 2.1 MILES TO THE STATION ON THE
 ED1910'LEFT.
 ED1910'
 ED1910'THE STATION IS LOCATED 37.5 FEET SOUTHWEST OF THE CENTERLINE
 ED1910'OF STATE ROUTE 66, 277.5 FEET SOUTHEAST OF THE SOUTHEAST END OF
 ED1910'A 24 INCH METAL DRAIN PIPE UNDER THE HIGHWAY, 255.0 FEET
 ED1910'SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE DRAIN PIPE, AND 2.5
 ED1910'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1910'STAMPED 139-205 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1910'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1910'UNDERGROUND STATION IS A STANDARD DISK STAMPED 139-205 1975,
 ED1910'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER
 ED1910'BELOW THE SURFACE OF THE GROUND.
 ED1910'
 ED1910'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ALONG
 ED1910'STATE ROUTE 66 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS
 ED1910'LOCATED 27 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 66,
 ED1910'58.0 FEET SOUTHWEST OF THE CENTER OF THE FACE OF A ROCK CUT ON
 ED1910'THE NORTHEAST SIDE OF THE HIGHWAY, 15.0 FEET NORTHEAST OF THE
 ED1910'NORTHEAST EDGE OF A CREEK BANK, AND 2.0 FEET NORTHEAST OF A
 ED1910'WITNESS POST.  IT IS A STANDARD DISK STAMPED 139-205 1975 AZMK,
 ED1910'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1910'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1906 ***********************************************************************
 ED1906  DESIGNATION -  BV 139 3 SHDSAM 1975
 ED1906  PID         -  ED1906
 ED1906  STATE/COUNTY-  GA/TOWNS
 ED1906  USGS QUAD   -  HIAWASSEE (1988)
 ED1906
 ED1906                         *CURRENT SURVEY CONTROL
 ED1906  ___________________________________________________________________
 ED1906* NAD 83(1994)-  34 57 45.26236(N)    083 50 46.13447(W)     ADJUSTED  
 ED1906* NAVD 88     -       603.0    (meters)    1978.     (feet)  VERTCON   
 ED1906  ___________________________________________________________________
 ED1906  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 ED1906  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 ED1906
 ED1906  HORZ ORDER  -  SECOND
 ED1906
 ED1906.The horizontal coordinates were established by classical geodetic methods
 ED1906.and adjusted by the National Geodetic Survey in September 1997..
 ED1906.No horizontal observational check was made to the station.
 ED1906
 ED1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1906
 ED1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1906
 ED1906.The geoid height was determined by GEOID03.
 ED1906
 ED1906;                    North         East     Units Scale Factor Converg.
 ED1906;SPC GA W     -   550,319.212   729,269.962   MT  0.99991056   +0 11 01.2
 ED1906;SPC GA W     - 1,805,505.61  2,392,613.20   sFT  0.99991056   +0 11 01.2
 ED1906;SPC NC       -   145,310.872   167,230.396   MT  0.99988526   -2 47 49.4
 ED1906;SPC NC       -   476,740.75    548,655.06   sFT  0.99988526   -2 47 49.4
 ED1906;UTM  17      - 3,872,593.046   240,129.059   MT  1.00043241   -1 37 54.7
 ED1906
 ED1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1906!SPC GA W     -   0.99990984  x   0.99991056  =   0.99982041
 ED1906!SPC NC       -   0.99990984  x   0.99988526  =   0.99979511
 ED1906!UTM  17      -   0.99990984  x   1.00043241  =   1.00034221
 ED1906
 ED1906                          SUPERSEDED SURVEY CONTROL
 ED1906
 ED1906  NAD 83(1986)-  34 57 45.27092(N)    083 50 46.13738(W) AD(       ) 2
 ED1906  NAD 27      -  34 57 44.94769(N)    083 50 46.51102(W) AD(       ) 2
 ED1906  NGVD 29 (07/19/86)  603.0    (m)         1978.     (f) VERT ANG       
 ED1906
 ED1906.Superseded values are not recommended for survey control.
 ED1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1906.See file dsdata.txt to determine how the superseded data were derived.
 ED1906
 ED1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4012972593(NAD 83)
 ED1906_MARKER: DD = SURVEY DISK
 ED1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1906+STABILITY: SURFACE MOTION
 ED1906
 ED1906  HISTORY     - Date     Condition        Report By
 ED1906  HISTORY     - 1975     MONUMENTED       GADT
 ED1906
 ED1906                          STATION DESCRIPTION
 ED1906
 ED1906'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1906'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF YOUNG HARRIS, 5.5
 ED1906'MILES WEST-NORTHWEST OF HIAWASSEE, 6 MILES SOUTH-SOUTHWEST OF
 ED1906'HAYESVILLE, NORTH CAROLINA AND ON STATE RIGHT-OF-WAY.
 ED1906'
 ED1906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 (STATE
 ED1906'ROUTE 2) AND STATE ROUTE 66, IN YOUNG HARRIS, PROCEED NORTH ON
 ED1906'U.S. HIGHWAY 76 FOR 2.05 MILES TO THE JUNCTION OF A COUNTY DIRT
 ED1906'ROAD AND THE STATION ON THE LEFT.
 ED1906'
 ED1906'THE MARK IS A STATE HIGHWAY DEPARTMENT, OFFICE OF SURVEYS AND
 ED1906'AERIAL MAPPING TRAVERSE STATION STAMPED 139 3 (SHDSAM), SET IN
 ED1906'THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1906'SURFACE OF THE GROUND.  IT IS 57 FEET NORTHWEST OF THE CENTER OF
 ED1906'U.S. HIGHWAY 76, 34 FEET SOUTHWEST OF A 10-INCH TWIN POPLAR
 ED1906'TREE, 84 FEET NORTHEAST OF THE CENTER OF THE DIRT ROAD AND 3
 ED1906'FEET SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2117 ***********************************************************************
 CL2117  DESIGNATION -  BV 140 200 GADT
 CL2117  PID         -  CL2117
 CL2117  STATE/COUNTY-  GA/TREUTLEN
 CL2117  USGS QUAD   -  ROCKLEDGE (1985)
 CL2117
 CL2117                         *CURRENT SURVEY CONTROL
 CL2117  ___________________________________________________________________
 CL2117* NAD 83(1994)-  32 27 34.48679(N)    082 38 14.33040(W)     ADJUSTED  
 CL2117* NAVD 88     -       103.7    (meters)     340.     (feet)  VERTCON   
 CL2117  ___________________________________________________________________
 CL2117  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CL2117  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CL2117
 CL2117  HORZ ORDER  -  SECOND
 CL2117
 CL2117.The horizontal coordinates were established by classical geodetic methods
 CL2117.and adjusted by the National Geodetic Survey in September 1997..
 CL2117
 CL2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2117
 CL2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2117
 CL2117.The geoid height was determined by GEOID03.
 CL2117
 CL2117;                    North         East     Units Scale Factor Converg.
 CL2117;SPC GA E     -   272,772.475   155,754.528   MT  0.99992413   -0 15 09.4
 CL2117;SPC GA E     -   894,921.03    511,004.65   sFT  0.99992413   -0 15 09.4
 CL2117;UTM  17      - 3,592,558.763   346,114.376   MT  0.99989202   -0 52 44.1
 CL2117
 CL2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2117!SPC GA E     -   0.99998820  x   0.99992413  =   0.99991233
 CL2117!UTM  17      -   0.99998820  x   0.99989202  =   0.99988022
 CL2117
 CL2117:                Primary Azimuth Mark                     Grid Az
 CL2117:SPC GA E     -  BV 140 200 GADT AZ MK                    165 40 12.0
 CL2117:UTM  17      -  BV 140 200 GADT AZ MK                    166 17 46.7
 CL2117
 CL2117|---------------------------------------------------------------------|
 CL2117| PID    Reference Object                     Distance      Geod. Az  |
 CL2117|                                                           dddmmss.s |
 CL2117| CL2115 BV 140 200 GADT AZ MK               APPROX. 0.8 KM 1652502.6 |
 CL2117| CL2116 BV 140 200 GADT AZ TPT               27.308 METERS 16526     |
 CL2117| CL2100 SOPERTON CABLE TV MAST              APPROX.10.8 KM 1670011.1 |
 CL2117| CL2118 BV 140 200 GADT RM 1                 28.718 METERS 35425     |
 CL2117|---------------------------------------------------------------------|
 CL2117
 CL2117                          SUPERSEDED SURVEY CONTROL
 CL2117
 CL2117  NAD 83(1986)-  32 27 34.48995(N)    082 38 14.32823(W) AD(       ) 2
 CL2117  NAD 27      -  32 27 33.88661(N)    082 38 14.84020(W) AD(       ) 2
 CL2117  NGVD 29 (07/19/86)  103.9    (m)          341.     (f) VERT ANG       
 CL2117
 CL2117.Superseded values are not recommended for survey control.
 CL2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2117.See file dsdata.txt to determine how the superseded data were derived.
 CL2117
 CL2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4611492559(NAD 83)
 CL2117_MARKER: DD = SURVEY DISK
 CL2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2117+STABILITY: SURFACE MOTION
 CL2117
 CL2117  HISTORY     - Date     Condition        Report By
 CL2117  HISTORY     - 1979     MONUMENTED       GADT
 CL2117
 CL2117                          STATION DESCRIPTION
 CL2117
 CL2117'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2117'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES NORTH-NORTHWEST OF
 CL2117'SOPERTON, 6-3/4 MILES SOUTH-SOUTHEAST OF SCOTT, AND 8-3/4 MILES
 CL2117'WEST-SOUTHWEST OF NORRISTOWN ON THE PROPERTY OF MR. CLAYTON GARDNER.
 CL2117'
 CL2117'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2117'STATE ROUTE 78 (STATE ROUTE 15) APPROXIMATELY 4 MILES NORTH-NORTHWEST
 CL2117'OF SOPERTON, GO NORTH ALONG STATE ROUTE 78 (STATE ROUTE 15) FOR 0.2
 CL2117'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 151 TO THE LEFT.  TURN LEFT
 CL2117'GOING WESTERLY ALONG COUNTY ROAD 151 FOR 2.4 MILES TO THE JUNCTION OF
 CL2117'PAVED COUNTY ROAD 78 TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG
 CL2117'COUNTY ROAD 151 FOR 0.25 MILE TO THE GARDNER RESIDENCE AND THE STATION
 CL2117'ON THE LEFT.
 CL2117'
 CL2117'THE STATION IS LOCATED 42 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CL2117'COUNTY ROAD 151, 42.8 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 CL2117'21.5 FEET NORTH OF THE HINGED POST OF A GATE, AND 22.0 FEET NORTH OF A
 CL2117'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---140-200 1979---,
 CL2117'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2117'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL2117'STATION IS A STANDARD DISK STAMPED---140-200 1979---, SET IN AN
 CL2117'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE
 CL2117'OF THE GROUND.
 CL2117'
 CL2117'REFERENCE MARK 1 IS LOCATED 30 FEET WEST-SOUTHWEST OF THE CENTERLINE
 CL2117'OF COUNTY ROAD 151, 16.4 FEET SOUTHEAST OF A TELEPHONE POLE,
 CL2117'13.0 FEET NORTH-NORTHEAST OF AN 8 INCH PINE TREE, AND 8.0
 CL2117'FEET EAST-NORTHEAST OF A WITNESS POST SET AT A 10 INCH PINE TREE.  IT
 CL2117'IS A STANDARD DISK STAMPED---140-200 1979 RM 1---, SET IN THE TOP OF A
 CL2117'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2117'WITH STEEL RODS EMBEDDED.
 CL2117'
 CL2117'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG COUNTY
 CL2117'ROAD 151 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED
 CL2117'35 FEET EAST OF THE CENTERLINE OF THE ROAD, 63.6 FEET NORTH-NORTHWEST
 CL2117'OF A POWER POLE, 72.5 FEET EAST OF A POWER POLE ON THE WEST SIDE OF
 CL2117'THE ROAD, AND 3.0 FEET WEST OF A WITNESS POST SET AT A FENCELINE.  IT
 CL2117'IS A STANDARD DISK STAMPED---140-200 1979 AZ MK---, SET IN THE TOP OF
 CL2117'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2117'GROUND WITH STEEL RODS EMBEDDED.
 CL2117'
 CL2117'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2117'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1974 REVISED JAN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2115 ***********************************************************************
 CL2115  DESIGNATION -  BV 140 200 GADT AZ MK
 CL2115  PID         -  CL2115
 CL2115  STATE/COUNTY-  GA/TREUTLEN
 CL2115  USGS QUAD   -  ROCKLEDGE (1985)
 CL2115
 CL2115                         *CURRENT SURVEY CONTROL
 CL2115  ___________________________________________________________________
 CL2115* NAD 83(1994)-  32 27 10.33147(N)    082 38 06.91882(W)     ADJUSTED  
 CL2115* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL2115  ___________________________________________________________________
 CL2115  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CL2115  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CL2115
 CL2115  HORZ ORDER  -  SECOND
 CL2115
 CL2115.The horizontal coordinates were established by classical geodetic methods
 CL2115.and adjusted by the National Geodetic Survey in September 1997..
 CL2115
 CL2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2115
 CL2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2115
 CL2115.The geoid height was determined by GEOID03.
 CL2115
 CL2115;                    North         East     Units Scale Factor Converg.
 CL2115;SPC GA E     -   272,027.604   155,944.809   MT  0.99992393   -0 15 05.2
 CL2115;SPC GA E     -   892,477.23    511,628.93   sFT  0.99992393   -0 15 05.2
 CL2115;UTM  17      - 3,591,811.881   346,296.498   MT  0.99989133   -0 52 39.6
 CL2115
 CL2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2115!SPC GA E     -   0.99998913  x   0.99992393  =   0.99991306
 CL2115!UTM  17      -   0.99998913  x   0.99989133  =   0.99988046
 CL2115
 CL2115                          SUPERSEDED SURVEY CONTROL
 CL2115
 CL2115  NAD 83(1986)-  32 27 10.33464(N)    082 38 06.91662(W) AD(       ) 2
 CL2115  NAD 27      -  32 27 09.73066(N)    082 38 07.42875(W) AD(       ) 2
 CL2115  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL2115
 CL2115.Superseded values are not recommended for survey control.
 CL2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2115.See file dsdata.txt to determine how the superseded data were derived.
 CL2115
 CL2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4629691812(NAD 83)
 CL2115_MARKER: DD = SURVEY DISK
 CL2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2115+STABILITY: SURFACE MOTION
 CL2115
 CL2115  HISTORY     - Date     Condition        Report By
 CL2115  HISTORY     - 1979     MONUMENTED       GADT
 CL2115
 CL2115                          STATION DESCRIPTION
 CL2115
 CL2115'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2115'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH-NORTHWEST OF
 CL2115'SOPERTON, 7 MILES SOUTH-SOUTHEAST OF SCOTT, AND 9 MILES WEST-SOUTHWEST
 CL2115'OF NORRISTOWN ON COUNTY RIGHT OF WAY.
 CL2115'
 CL2115'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2115'STATE ROUTE 78 (STATE ROUTE 15) APPROXIMATELY 4 MILES NORTH-NORTHWEST
 CL2115'OF SOPERTON, GO NORTH ALONG STATE ROUTE 78 (STATE ROUTE 15) FOR 0.2
 CL2115'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 151 TO THE LEFT.  TURN LEFT
 CL2115'GOING WESTERLY ALONG COUNTY ROAD 151 FOR 2.15 MILES TO THE STATION ON
 CL2115'THE RIGHT.
 CL2115'
 CL2115'THE STATION IS LOCATE 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 63.6
 CL2115'FEET NORTH-NORTHWEST OF A POWER POLE, 72.5 FEET EAST OF A POWER POLE
 CL2115'ON THE WEST SIDE OF THE ROAD, AND 3.0 FEET WEST OF A WITNESS POST SET
 CL2115'AT A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---140-200 1979
 CL2115'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2115'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2115'
 CL2115'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2115'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1974 REVISED JAN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2118 ***********************************************************************
 CL2118  DESIGNATION -  BV 140 200 GADT RM 1
 CL2118  PID         -  CL2118
 CL2118  STATE/COUNTY-  GA/TREUTLEN
 CL2118  USGS QUAD   -  ROCKLEDGE (1985)
 CL2118
 CL2118                         *CURRENT SURVEY CONTROL
 CL2118  ___________________________________________________________________
 CL2118* NAD 83(1994)-  32 27 35.41465(N)    082 38 14.43746(W)     ADJUSTED  
 CL2118* NAVD 88     -       105.     (meters)     344.     (feet)  VERTCON   
 CL2118  ___________________________________________________________________
 CL2118  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CL2118  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CL2118
 CL2118  HORZ ORDER  -  SECOND
 CL2118
 CL2118.The horizontal coordinates were established by classical geodetic methods
 CL2118.and adjusted by the National Geodetic Survey in September 1997..
 CL2118
 CL2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2118
 CL2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2118
 CL2118.The geoid height was determined by GEOID03.
 CL2118
 CL2118;                    North         East     Units Scale Factor Converg.
 CL2118;SPC GA E     -   272,801.067   155,751.858   MT  0.99992414   -0 15 09.4
 CL2118;SPC GA E     -   895,014.83    510,995.89   sFT  0.99992414   -0 15 09.4
 CL2118;UTM  17      - 3,592,587.382   346,112.019   MT  0.99989203   -0 52 44.2
 CL2118
 CL2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2118!SPC GA E     -   0.99998803  x   0.99992414  =   0.99991217
 CL2118!UTM  17      -   0.99998803  x   0.99989203  =   0.99988006
 CL2118
 CL2118                          SUPERSEDED SURVEY CONTROL
 CL2118
 CL2118  NAD 83(1986)-  32 27 35.41780(N)    082 38 14.43530(W) AD(       ) 2
 CL2118  NAD 27      -  32 27 34.81449(N)    082 38 14.94727(W) AD(       ) 2
 CL2118  NGVD 29 (07/19/86)  105.     (m)          344.     (f) VERT ANG       
 CL2118
 CL2118.Superseded values are not recommended for survey control.
 CL2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2118.See file dsdata.txt to determine how the superseded data were derived.
 CL2118
 CL2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4611292587(NAD 83)
 CL2118_MARKER: DD = SURVEY DISK
 CL2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2118+STABILITY: SURFACE MOTION
 CL2118
 CL2118  HISTORY     - Date     Condition        Report By
 CL2118  HISTORY     - 1979     MONUMENTED       GADT
 CL2118
 CL2118                          STATION DESCRIPTION
 CL2118
 CL2118'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2118'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES NORTH-NORTHWEST OF
 CL2118'SOPERTON, 6-3/4 MILES SOUTH-SOUTHEAST OF SCOTT, AND 8-3/4 MILES
 CL2118'WEST-SOUTHWEST OF NORRISTOWN ON THE PROPERTY OF MR. CLAYTON GARDNER.
 CL2118'
 CL2118'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 16 AND
 CL2118'STATE ROUTE 78 (STATE ROUTE 15) APPROXIMATELY 4 MILES NORTH-NORTHWEST
 CL2118'OF SOPERTON, GO NORTH ALONG STATE ROUTE 78 (STATE ROUTE 15) FOR 0.2
 CL2118'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 151 TO THE LEFT.  TURN LEFT
 CL2118'GOING WESTERLY ALONG COUNTY ROAD 151 FOR 2.4 MILES TO THE JUNCTION OF
 CL2118'PAVED COUNTY ROAD 78 TO THE RIGHT.  CONTINUE GOING NORTHWEST ALONG
 CL2118'COUNTY ROAD 151 FOR 0.25 MILE TO THE GARDNER RESIDENCE AND THE STATION
 CL2118'ON THE LEFT.
 CL2118'
 CL2118'THE STATION IS LOCATED 30 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 CL2118'COUNTY ROAD 151, 16.4 FEET SOUTHEAST OF A TELEPHONE POLE,
 CL2118'13.0 FEET NORTH-NORTHEAST OF A 8 INCH PINE TREE, AND 8.0 FEET
 CL2118'EAST-NORTHEAST OF A WITNESS POST SET AT A 10 INCH PINE TREE.  IT IS A
 CL2118'STANDARD BRASS DISK STAMPED---140-200 1979 RM 1---, SET IN THE TOP OF
 CL2118'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2118'GROUND WITH STEEL RODS EMBEDDED.
 CL2118'
 CL2118'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2118'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1974 REVISED JAN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2078 ***********************************************************************
 CL2078  DESIGNATION -  BV 140 201 GADT
 CL2078  PID         -  CL2078
 CL2078  STATE/COUNTY-  GA/TREUTLEN
 CL2078  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2078
 CL2078                         *CURRENT SURVEY CONTROL
 CL2078  ___________________________________________________________________
 CL2078* NAD 83(1994)-  32 28 34.13515(N)    082 32 58.39075(W)     ADJUSTED  
 CL2078* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 CL2078  ___________________________________________________________________
 CL2078  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CL2078  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CL2078
 CL2078  HORZ ORDER  -  SECOND
 CL2078
 CL2078.The horizontal coordinates were established by classical geodetic methods
 CL2078.and adjusted by the National Geodetic Survey in September 1997..
 CL2078
 CL2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2078
 CL2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2078
 CL2078.The geoid height was determined by GEOID03.
 CL2078
 CL2078;                    North         East     Units Scale Factor Converg.
 CL2078;SPC GA E     -   274,576.744   164,011.575   MT  0.99991597   -0 12 20.1
 CL2078;SPC GA E     -   900,840.53    538,094.64   sFT  0.99991597   -0 12 20.1
 CL2078;UTM  17      - 3,594,272.572   354,390.298   MT  0.99986145   -0 49 55.8
 CL2078
 CL2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2078!SPC GA E     -   0.99998946  x   0.99991597  =   0.99990543
 CL2078!UTM  17      -   0.99998946  x   0.99986145  =   0.99985091
 CL2078
 CL2078|---------------------------------------------------------------------|
 CL2078| PID    Reference Object                     Distance      Geod. Az  |
 CL2078|                                                           dddmmss.s |
 CL2078| CL2076 BV 140 201 GADT RM 1                 17.341 METERS 08653     |
 CL2078| CL2077 BV 140 201 GADT AZ TPT               15.925 METERS 17210     |
 CL2078| CL2079 BV 140 201 GADT AZ MK               473.760 METERS 3520703.4 |
 CL2078|---------------------------------------------------------------------|
 CL2078
 CL2078                          SUPERSEDED SURVEY CONTROL
 CL2078
 CL2078  NAD 83(1986)-  32 28 34.13939(N)    082 32 58.38885(W) AD(       ) 2
 CL2078  NAD 27      -  32 28 33.53876(N)    082 32 58.90964(W) AD(       ) 2
 CL2078  NGVD 29 (07/19/86)   96.     (m)          315.     (f) VERT ANG       
 CL2078
 CL2078.Superseded values are not recommended for survey control.
 CL2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2078.See file dsdata.txt to determine how the superseded data were derived.
 CL2078
 CL2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5439094273(NAD 83)
 CL2078_MARKER: DD = SURVEY DISK
 CL2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2078+STABILITY: SURFACE MOTION
 CL2078
 CL2078  HISTORY     - Date     Condition        Report By
 CL2078  HISTORY     - 1979     MONUMENTED       GADT
 CL2078
 CL2078                          STATION DESCRIPTION
 CL2078
 CL2078'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2078'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-SOUTHWEST OF
 CL2078'NORRISTOWN, 4-1/4 MILES SOUTH-SOUTHEAST OF ADRIAN, AND 7-1/4 MILES
 CL2078'NORTH-NORTHEAST OF SOPERTON ON THE PROPERTY OF MISS CASSY BEASLEY
 CL2078'THE BEASLEY RESIDENCE IS THE FIRST HOUSE WEST OF THE STATION ON COUNTY
 CL2078'ROAD 5.  TELEPHONE 912-529-3410.
 CL2078'
 CL2078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2078'ROUTE 56) AND STATE ROUTE 86 LOCATED ABOUT 6 MILES NORTHEAST OF
 CL2078'SOPERTON, GO NORTHWEST ALONG STATE ROUTE 86 FOR 3.05 MILES TO THE
 CL2078'JUNCTION OF PAVED COUNTY ROAD 166 CROSSING.  TURN RIGHT GOING
 CL2078'NORTHERLY ALONG COUNTY ROAD 166 (WHICH BECOMES COUNTY ROAD 8
 CL2078'WHEN DIRT COUNTY ROAD 166 GOES NORTHWEST AND PAVED COUNTY ROAD 8 FORKS
 CL2078'TO THE LEFT) FOR 1.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 5 TO
 CL2078'THE LEFT AND DIRT COUNTY ROAD 5 TO THE RIGHT.  TURN LEFT
 CL2078'GOING WEST ALONG COUNTY ROAD 5 FOR ABOUT 300 FEET TO THE STATION ON
 CL2078'THE RIGHT.
 CL2078'
 CL2078'THE STATION IS LOCATED 294 FEET WEST OF THE POINT OF INTERSECTION OF
 CL2078'THE CENTERLINES OF COUNTY ROAD 5 AND COUNTY ROAD 8, 37 FEET NORTH OF
 CL2078'THE CENTERLINE OF COUNTY ROAD 5, 138.5 FEET NORTHEAST OF A POWER POLE
 CL2078'ON THE SOUTH SIDE OF THE ROAD, AND 101 FEET NORTHWEST OF THE WEST END
 CL2078'OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH.  NO WITNESS
 CL2078'POST SET BY PROPERTY OWNERS REQUEST.  IT IS A STANDARD BRASS DISK
 CL2078'STAMPED---140-201 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2078'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2078'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2078'STAMPED---140-201 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2078'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL2078'
 CL2078'REFERENCE MARK 1 IS LOCATED 237 FEET WEST OF THE POINT OF
 CL2078'INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 5 AND 8, 36.5
 CL2078'FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 5, 60.5 FEET SOUTH
 CL2078'OF A 20 INCH PINE TREE, AND 67.0 FEET
 CL2078'NORTH-NORTHWEST OF THE WEST END OF THE 18 INCH CONCRETE PIPE.  NO
 CL2078'WITNESS POST WAS SET BY PROPERTY OWNERS REQUEST.  IT IS A STANDARD
 CL2078'DISK STAMPED---140-201 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2078'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2078'STEEL RODS EMBEDDED.
 CL2078'
 CL2078'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG PAVED
 CL2078'COUNTY ROAD 8 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS
 CL2078'LOCATED 46 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 8, 149.0
 CL2078'FEET NORTHWEST OF A 6 INCH PECAN TREE IN FRONT OF A BRICK HOUSE, 4.0
 CL2078'FEET WEST OF A POWER POLE, 155.0 FEET SOUTH-SOUTHEAST OF AN 8 INCH
 CL2078'PINE TREE, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CL2078'DISK STAMPED---140-201 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2078'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2078'STEEL RODS EMBEDDED.
 CL2078'
 CL2078'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2078'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2079 ***********************************************************************
 CL2079  DESIGNATION -  BV 140 201 GADT AZ MK
 CL2079  PID         -  CL2079
 CL2079  STATE/COUNTY-  GA/TREUTLEN
 CL2079  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2079
 CL2079                         *CURRENT SURVEY CONTROL
 CL2079  ___________________________________________________________________
 CL2079* NAD 83(1994)-  32 28 49.36953(N)    082 33 00.87909(W)     ADJUSTED  
 CL2079* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL2079  ___________________________________________________________________
 CL2079  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CL2079  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CL2079
 CL2079  HORZ ORDER  -  SECOND
 CL2079
 CL2079.The horizontal coordinates were established by classical geodetic methods
 CL2079.and adjusted by the National Geodetic Survey in September 1997..
 CL2079
 CL2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2079
 CL2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2079
 CL2079.The geoid height was determined by GEOID03.
 CL2079
 CL2079;                    North         East     Units Scale Factor Converg.
 CL2079;SPC GA E     -   275,046.219   163,948.293   MT  0.99991602   -0 12 21.6
 CL2079;SPC GA E     -   902,380.80    537,887.02   sFT  0.99991602   -0 12 21.6
 CL2079;UTM  17      - 3,594,742.685   354,332.157   MT  0.99986166   -0 49 57.5
 CL2079
 CL2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2079!SPC GA E     -   0.99998962  x   0.99991602  =   0.99990564
 CL2079!UTM  17      -   0.99998962  x   0.99986166  =   0.99985128
 CL2079
 CL2079                          SUPERSEDED SURVEY CONTROL
 CL2079
 CL2079  NAD 83(1986)-  32 28 49.37377(N)    082 33 00.87722(W) AD(       ) 2
 CL2079  NAD 27      -  32 28 48.77353(N)    082 33 01.39798(W) AD(       ) 2
 CL2079  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL2079
 CL2079.Superseded values are not recommended for survey control.
 CL2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2079.See file dsdata.txt to determine how the superseded data were derived.
 CL2079
 CL2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5433294743(NAD 83)
 CL2079_MARKER: DD = SURVEY DISK
 CL2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2079+STABILITY: SURFACE MOTION
 CL2079
 CL2079  HISTORY     - Date     Condition        Report By
 CL2079  HISTORY     - 1979     MONUMENTED       GADT
 CL2079
 CL2079                          STATION DESCRIPTION
 CL2079
 CL2079'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2079'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES WEST-SOUTHWEST OF
 CL2079'NORRISTOWN, 4 MILES SOUTH-SOUTHEAST OF ADRIAN, AND 7-1/2 MILES
 CL2079'NORTH-NORTHEAST OF SOPERTON ON COUNTY RIGHT OF WAY.
 CL2079'
 CL2079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2079'ROUTE 56) AND STATE ROUTE 86 LOCATED ABOUT 6 MILES NORTHEAST OF
 CL2079'SOPERTON, GO NORTHWEST ALONG STATE ROUTE 86 FOR 3.05 MILES TO THE
 CL2079'JUNCTION OF PAVED COUNTY ROAD 166 CROSSING.  TURN RIGHT GOING
 CL2079'NORTHERLY ALONG PAVED COUNTY ROAD 166 (WHICH BECOMES COUNTY ROAD 8
 CL2079'WHEN DIRT COUNTY ROAD 166 GOES NORTHWEST AND PAVED COUNTY ROAD 8 FORKS
 CL2079'TO THE LEFT) FOR 1.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 8 AND
 CL2079'COUNTY ROAD 5 (DIRT TO THE RIGHT AND PAVED TO THE LEFT) CROSSING.
 CL2079'CONTINUE GOING NORTH
 CL2079'ALONG COUNTY ROAD 8 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 CL2079'
 CL2079'THE STATION IS LOCATED 46 FEET NORTHEAST OF THE CENTTERLINE OF COUNTY
 CL2079'ROAD 8, 149.0 FEET NORTHWEST OF A 6 INCH PECAN TREE IN FRONT OF A
 CL2079'BRICK HOUSE, 4.0 FEET WEST OF A POWER POLE, 155.0 FEET SOUTH-SOUTHEAST
 CL2079'OF AN 8 INCH PINE TREE, AND 2.3 FEET SOUTHWEST OF A WITNESS POST.  IT
 CL2079'IS A STANDARD BRASS DISK STAMPED---140-201 1979 AZ MK---, SET IN THE
 CL2079'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2079'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2079'
 CL2079'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2079'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2076 ***********************************************************************
 CL2076  DESIGNATION -  BV 140 201 GADT RM 1
 CL2076  PID         -  CL2076
 CL2076  STATE/COUNTY-  GA/TREUTLEN
 CL2076  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2076
 CL2076                         *CURRENT SURVEY CONTROL
 CL2076  ___________________________________________________________________
 CL2076* NAD 83(1994)-  32 28 34.16579(N)    082 32 57.72764(W)     ADJUSTED  
 CL2076* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL2076  ___________________________________________________________________
 CL2076  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CL2076  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CL2076
 CL2076  HORZ ORDER  -  SECOND
 CL2076
 CL2076.The horizontal coordinates were established by classical geodetic methods
 CL2076.and adjusted by the National Geodetic Survey in September 1997..
 CL2076
 CL2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2076
 CL2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2076
 CL2076.The geoid height was determined by GEOID03.
 CL2076
 CL2076;                    North         East     Units Scale Factor Converg.
 CL2076;SPC GA E     -   274,577.626   164,028.892   MT  0.99991595   -0 12 19.8
 CL2076;SPC GA E     -   900,843.43    538,151.46   sFT  0.99991595   -0 12 19.8
 CL2076;UTM  17      - 3,594,273.265   354,407.622   MT  0.99986139   -0 49 55.5
 CL2076
 CL2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2076!SPC GA E     -   0.99998962  x   0.99991595  =   0.99990557
 CL2076!UTM  17      -   0.99998962  x   0.99986139  =   0.99985101
 CL2076
 CL2076                          SUPERSEDED SURVEY CONTROL
 CL2076
 CL2076  NAD 83(1986)-  32 28 34.17003(N)    082 32 57.72574(W) AD(       ) 2
 CL2076  NAD 27      -  32 28 33.56940(N)    082 32 58.24655(W) AD(       ) 2
 CL2076  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL2076
 CL2076.Superseded values are not recommended for survey control.
 CL2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2076.See file dsdata.txt to determine how the superseded data were derived.
 CL2076
 CL2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5440894273(NAD 83)
 CL2076_MARKER: DD = SURVEY DISK
 CL2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2076+STABILITY: SURFACE MOTION
 CL2076
 CL2076  HISTORY     - Date     Condition        Report By
 CL2076  HISTORY     - 1979     MONUMENTED       GADT
 CL2076
 CL2076                          STATION DESCRIPTION
 CL2076
 CL2076'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2076'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES WEST-SOUTHWEST OF
 CL2076'NORRISTOWN, 4-1/4 MILES SOUTH-SOUTHEAST OF ADRIAN AND 7-1/4 MILES
 CL2076'NORTH-NORTHEAST OF SOPERTON ON THE PROPERTY OF MISS CASSY BEASLEY.
 CL2076'THE BEASLEY RESIDENCE IS THE FIRST HOUSE WEST OF THE STATION ON COUNTY
 CL2076'ROAD 5.  TELEPHONE 912-529-3410.
 CL2076'
 CL2076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2076'ROUTE 56) AND STATE ROUTE 86 LOCATED ABOUT 6 MILES NORTHEAST OF
 CL2076'SOPERTON, GO NORTHWEST ALONG STATE ROUTE 86 FOR 3.05 MILES TO THE
 CL2076'JUNCTION OF PAVED COUNTY ROAD 166 CROSSING.  TURN RIGHT GOING
 CL2076'NORTHERLY ALONG COUNTY ROAD 166 (WHICH BECOMES COUNTY ROAD 8
 CL2076'WHEN DIRT COUNTY ROAD 166 GOES NORTHWEST AND PAVED COUNTY ROAD 8 FORKS
 CL2076'TO THE LEFT) FOR 1.8 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 5 TO
 CL2076'THE RIGHT AND DIRT COUNTY ROAD 5 TO THE LEFT.  TURN LEFT GOING WEST
 CL2076'ALONG COUNTY ROAD 5 FOR ABOUT 250 FEET TO THE STATION ON THE RIGHT.
 CL2076'
 CL2076'THE STATION IS LOCATED 237 FEET WEST OF THE POINT OF INTERSECTION OF
 CL2076'THE CENTERLINES OF COUNTY PAVED ROADS 5 AND 8, 36.5 FEET NORTH OF THE
 CL2076'CENTERLINE OF COUNTY ROAD 5, 60.5 FEET SOUTH OF A 20 INCH PINE TREE,
 CL2076'AND 67.0 FEET NORTH-NORTHWEST OF THE WEST END OF AN 18 INCH
 CL2076'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH.  NO WITNESS
 CL2076'POST SET BY PROPERTY OWNERS REQUEST.  IT IS A STANDARD BRASS DISK
 CL2076'STAMPED---140-201 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2076'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2076'STEEL RODS EMBEDDED.
 CL2076'
 CL2076'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2076'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2090 ***********************************************************************
 CL2090  DESIGNATION -  BV 140 202 GADT
 CL2090  PID         -  CL2090
 CL2090  STATE/COUNTY-  GA/TREUTLEN
 CL2090  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2090
 CL2090                         *CURRENT SURVEY CONTROL
 CL2090  ___________________________________________________________________
 CL2090* NAD 83(1994)-  32 24 10.76848(N)    082 34 48.26357(W)     ADJUSTED  
 CL2090* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL2090  ___________________________________________________________________
 CL2090  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CL2090  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2090
 CL2090  HORZ ORDER  -  SECOND
 CL2090
 CL2090.The horizontal coordinates were established by classical geodetic methods
 CL2090.and adjusted by the National Geodetic Survey in September 1997..
 CL2090
 CL2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2090
 CL2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2090
 CL2090.The geoid height was determined by GEOID03.
 CL2090
 CL2090;                    North         East     Units Scale Factor Converg.
 CL2090;SPC GA E     -   266,475.413   161,111.486   MT  0.99991864   -0 13 17.5
 CL2090;SPC GA E     -   874,261.42    528,579.93   sFT  0.99991864   -0 13 17.5
 CL2090;UTM  17      - 3,586,203.814   351,402.027   MT  0.99987230   -0 50 48.7
 CL2090
 CL2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2090!SPC GA E     -   0.99998836  x   0.99991864  =   0.99990700
 CL2090!UTM  17      -   0.99998836  x   0.99987230  =   0.99986066
 CL2090
 CL2090|---------------------------------------------------------------------|
 CL2090| PID    Reference Object                     Distance      Geod. Az  |
 CL2090|                                                           dddmmss.s |
 CL2090| CL2089 BV 140 202 GADT RM 1                 23.077 METERS 02113     |
 CL2090| CL2092 BV 140 202 GADT AZ MK               489.096 METERS 2010751.5 |
 CL2090| CL2091 BV 140 202 GADT TPT                  14.396 METERS 30505     |
 CL2090|---------------------------------------------------------------------|
 CL2090
 CL2090                          SUPERSEDED SURVEY CONTROL
 CL2090
 CL2090  NAD 83(1986)-  32 24 10.77196(N)    082 34 48.26116(W) AD(       ) 2
 CL2090  NAD 27      -  32 24 10.16341(N)    082 34 48.77848(W) AD(       ) 2
 CL2090  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL2090
 CL2090.Superseded values are not recommended for survey control.
 CL2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2090.See file dsdata.txt to determine how the superseded data were derived.
 CL2090
 CL2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5140286204(NAD 83)
 CL2090_MARKER: DD = SURVEY DISK
 CL2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2090+STABILITY: SURFACE MOTION
 CL2090
 CL2090  HISTORY     - Date     Condition        Report By
 CL2090  HISTORY     - 1979     MONUMENTED       GADT
 CL2090
 CL2090                          STATION DESCRIPTION
 CL2090
 CL2090'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2090'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHEAST OF
 CL2090'SOPERTON, 7-1/2 MILES EAST-SOUTHEAST OF ROCKLEDGE, AND 8-3/4 MILES
 CL2090'SOUTHWEST OF NORRISTOWN ON COUNTY RIGHT OF WAY.
 CL2090'
 CL2090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2090'ROUTE 56), STATE ROUTE 46, AND COUNTY ROAD 166 IN SOPERTON, GO NORTH
 CL2090'ALONG COUNTY ROAD 166 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CL2090'CONTINUE GOING NORTH ALONG COUNTY ROAD 166 FOR 0.3 MILE TO THE STATION
 CL2090'ON THE LEFT.
 CL2090'
 CL2090'THE STATION IS LOCATED 30.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CL2090'THE ROAD, 25.4 FEET NORTH-NORTHWEST OF THE NORTH END OF AN 18 INCH
 CL2090'CONCRETE SIDE DRAIN PIPE UNDER A FIELD ACCESS ROAD TO THE WEST, 16.0
 CL2090'FEET SOUTH OF A POWER POLE, 70.5 FEET WEST-SOUTHWEST OF A POWER POLE
 CL2090'WITH A TRANSFORMER ON THE EAST SIDE OF THE ROAD, AND 4.5 FEET
 CL2090'WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2090'STAMPED---140-202 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2090'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2090'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2090'STAMPED---140-202 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2090'APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE GROUND.
 CL2090'
 CL2090'REFERENCE MARK 1 IS LOCATED 36 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2090'OF THE ROAD, 31.0 FEET NORTH-NORTHWEST OF THE NORTH END OF AN 18 INCH
 CL2090'CONCRETE SIDE DRAIN PIPE UNDER ANOTHER FIELD ACCESS DRIVEWAY TO THE
 CL2090'WEST, 70.1 FEET NORTHWEST OF THE  POWER POLE WITH TRANSFORMER ON THE
 CL2090'EAST SIDE OF THE ROAD, 59.9 FEET NORTH-NORTHEAST OF THE POWER POLE,
 CL2090'AND 3.4 FEET WEST-NORTHWEST OF A WITNESS POST.
 CL2090'IT IS A STANDARD DISK STAMPED---140-202 1979 RM 1---, SET IN THE TOP
 CL2090'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2090'GROUND WITH STEEL RODS EMBEDDED.
 CL2090'
 CL2090'THE AZIMUTH MARK IS LOCATED 23 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL2090'OF THE ROAD, 20.2 FEET SOUTH OF THE SOUTH END OF A 12 INCH CONCRETE
 CL2090'SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE EAST, 3.0 FEET NORTHWEST
 CL2090'OF A POWER POLE, 184.0 FEET NORTH-NORTHWEST OF ANOTHER
 CL2090'POWER POLE, AND 1.9 FEET WEST-NORTHWEST OF A
 CL2090'WITNESS POST.  IT IS A STANDARD DISK STAMPED---140-202 1979 AZ MK---,
 CL2090'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2090'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2090'
 CL2090'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2090'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED AUG 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2092 ***********************************************************************
 CL2092  DESIGNATION -  BV 140 202 GADT AZ MK
 CL2092  PID         -  CL2092
 CL2092  STATE/COUNTY-  GA/TREUTLEN
 CL2092  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2092
 CL2092                         *CURRENT SURVEY CONTROL
 CL2092  ___________________________________________________________________
 CL2092* NAD 83(1994)-  32 23 55.95830(N)    082 34 55.01037(W)     ADJUSTED  
 CL2092* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL2092  ___________________________________________________________________
 CL2092  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CL2092  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2092
 CL2092  HORZ ORDER  -  SECOND
 CL2092
 CL2092.The horizontal coordinates were established by classical geodetic methods
 CL2092.and adjusted by the National Geodetic Survey in September 1997..
 CL2092
 CL2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2092
 CL2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2092
 CL2092.The geoid height was determined by GEOID03.
 CL2092
 CL2092;                    North         East     Units Scale Factor Converg.
 CL2092;SPC GA E     -   266,019.926   160,933.419   MT  0.99991881   -0 13 21.1
 CL2092;SPC GA E     -   872,767.04    527,995.73   sFT  0.99991881   -0 13 21.1
 CL2092;UTM  17      - 3,585,750.319   351,219.008   MT  0.99987297   -0 50 52.0
 CL2092
 CL2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2092!SPC GA E     -   0.99998820  x   0.99991881  =   0.99990701
 CL2092!UTM  17      -   0.99998820  x   0.99987297  =   0.99986117
 CL2092
 CL2092                          SUPERSEDED SURVEY CONTROL
 CL2092
 CL2092  NAD 83(1986)-  32 23 55.96178(N)    082 34 55.00792(W) AD(       ) 2
 CL2092  NAD 27      -  32 23 55.35282(N)    082 34 55.52502(W) AD(       ) 2
 CL2092  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL2092
 CL2092.Superseded values are not recommended for survey control.
 CL2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2092.See file dsdata.txt to determine how the superseded data were derived.
 CL2092
 CL2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5121985750(NAD 83)
 CL2092_MARKER: DD = SURVEY DISK
 CL2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2092+STABILITY: SURFACE MOTION
 CL2092
 CL2092  HISTORY     - Date     Condition        Report By
 CL2092  HISTORY     - 1979     MONUMENTED       GADT
 CL2092
 CL2092                          STATION DESCRIPTION
 CL2092
 CL2092'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2092'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES NORTH-NORTHEAST OF
 CL2092'SOPERTON, 5-1/4 MILES NORTHEAST OF LOTHAIR, AND 7-1/2 MILES
 CL2092'EAST-SOUTHEAST OF ROCKLEDGE ON COUNTY RIGHT OF WAY.
 CL2092'
 CL2092'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2092'ROUTE 56), STATE ROUTE 46, AND COUNTY ROAD 166 IN SOPERTON, GO NORTH
 CL2092'ALONG COUNTY ROAD 166 FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 CL2092'
 CL2092'THE STATION IS LOCATED 23 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CL2092'ROAD, 20.2 FEET SOUTH OF THE SOUTH END OF A 12 INCH CONCRETE SIDE
 CL2092'DRAIN PIPE UNDER A DRIVEWAY TO THE EAST, 184.0 FEET NORTH-NORTHEAST OF
 CL2092'A POWER POLE, 3.0 FEET NORTHWEST OF ANOTHER POWER POLE, AND 1.9 FEET
 CL2092'WEST-NORTHWEST OF A WITNESS POST.  IT IS A
 CL2092'STANDARD BRASS DISK STAMPED---140-202 1979 AZ MK---, SET IN THE TOP OF
 CL2092'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2092'GROUND WITH STEEL RODS EMBEDDED.
 CL2092'
 CL2092'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2092'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2089 ***********************************************************************
 CL2089  DESIGNATION -  BV 140 202 GADT RM 1
 CL2089  PID         -  CL2089
 CL2089  STATE/COUNTY-  GA/TREUTLEN
 CL2089  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2089
 CL2089                         *CURRENT SURVEY CONTROL
 CL2089  ___________________________________________________________________
 CL2089* NAD 83(1994)-  32 24 11.46685(N)    082 34 47.94397(W)     ADJUSTED  
 CL2089* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL2089  ___________________________________________________________________
 CL2089  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CL2089  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2089
 CL2089  HORZ ORDER  -  SECOND
 CL2089
 CL2089.The horizontal coordinates were established by classical geodetic methods
 CL2089.and adjusted by the National Geodetic Survey in September 1997..
 CL2089
 CL2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2089
 CL2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2089
 CL2089.The geoid height was determined by GEOID03.
 CL2089
 CL2089;                    North         East     Units Scale Factor Converg.
 CL2089;SPC GA E     -   266,496.891   161,119.921   MT  0.99991863   -0 13 17.4
 CL2089;SPC GA E     -   874,331.88    528,607.61   sFT  0.99991863   -0 13 17.4
 CL2089;UTM  17      - 3,586,225.198   351,410.695   MT  0.99987227   -0 50 48.6
 CL2089
 CL2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2089!SPC GA E     -   0.99998820  x   0.99991863  =   0.99990683
 CL2089!UTM  17      -   0.99998820  x   0.99987227  =   0.99986047
 CL2089
 CL2089                          SUPERSEDED SURVEY CONTROL
 CL2089
 CL2089  NAD 83(1986)-  32 24 11.47033(N)    082 34 47.94156(W) AD(       ) 2
 CL2089  NAD 27      -  32 24 10.86180(N)    082 34 48.45889(W) AD(       ) 2
 CL2089  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL2089
 CL2089.Superseded values are not recommended for survey control.
 CL2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2089.See file dsdata.txt to determine how the superseded data were derived.
 CL2089
 CL2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5141186225(NAD 83)
 CL2089_MARKER: DD = SURVEY DISK
 CL2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2089+STABILITY: SURFACE MOTION
 CL2089
 CL2089  HISTORY     - Date     Condition        Report By
 CL2089  HISTORY     - 1979     MONUMENTED       GADT
 CL2089
 CL2089                          STATION DESCRIPTION
 CL2089
 CL2089'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2089'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTH-NORTHEAST OF
 CL2089'SOPERTON, 7-1/2 MILES EAST-SOUTHEAST OF ROCKLEDGE, AND 8-3/4 MILES
 CL2089'SOUTHWEST OF NORRISTOWN ON COUNTY RIGHT OF WAY.
 CL2089'
 CL2089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATTE
 CL2089'ROUTE 56), STATE ROUTE 46, AND COUNTY ROAD 166 IN SOPERTON, GO NORTH
 CL2089'ALONG COUNTY ROAD 166 FOR 1.5 MILES TO THE STATION ON THE LEFT.
 CL2089'
 CL2089'THE STATION IS LOCATED 36 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL2089'ROAD, 31.0 FEET NORTH-NORTHWEST OF THE NORTH END OF AN 18 INCH
 CL2089'CONCRETE SIDE DRAIN PIPE UNDER A FIELD ACCESS DRIVEWAY TO THE WEST,
 CL2089'59.9 FEET NORTH-NORTHEAST OF A POWER POLE,
 CL2089'70.1 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER ON THE EAST
 CL2089'SIDE OF THE ROAD, AND 3.4 FEET WEST-NORTHWEST OF A WITNESS POST.  IT
 CL2089'IS A STANDARD BRASS DISK STAMPED---140-202 1979 RM 1---, SET IN THE
 CL2089'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CL2089'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2089'
 CL2089'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2089'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2085 ***********************************************************************
 CL2085  DESIGNATION -  BV 140 203 GADT
 CL2085  PID         -  CL2085
 CL2085  STATE/COUNTY-  GA/TREUTLEN
 CL2085  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2085
 CL2085                         *CURRENT SURVEY CONTROL
 CL2085  ___________________________________________________________________
 CL2085* NAD 83(1994)-  32 27 32.05711(N)    082 33 56.38408(W)     ADJUSTED  
 CL2085* NAVD 88     -       103.     (meters)     338.     (feet)  VERTCON   
 CL2085  ___________________________________________________________________
 CL2085  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CL2085  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2085
 CL2085  HORZ ORDER  -  SECOND
 CL2085
 CL2085.The horizontal coordinates were established by classical geodetic methods
 CL2085.and adjusted by the National Geodetic Survey in September 1997..
 CL2085
 CL2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2085
 CL2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2085
 CL2085.The geoid height was determined by GEOID03.
 CL2085
 CL2085;                    North         East     Units Scale Factor Converg.
 CL2085;SPC GA E     -   272,670.201   162,490.268   MT  0.99991734   -0 12 50.9
 CL2085;SPC GA E     -   894,585.48    533,103.49   sFT  0.99991734   -0 12 50.9
 CL2085;UTM  17      - 3,592,382.874   352,848.318   MT  0.99986702   -0 50 25.6
 CL2085
 CL2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2085!SPC GA E     -   0.99998836  x   0.99991734  =   0.99990570
 CL2085!UTM  17      -   0.99998836  x   0.99986702  =   0.99985538
 CL2085
 CL2085|---------------------------------------------------------------------|
 CL2085| PID    Reference Object                     Distance      Geod. Az  |
 CL2085|                                                           dddmmss.s |
 CL2085| CL2084 BV 140 203 GADT RM 1                 29.009 METERS 16833     |
 CL2085| CL2087 BV 140 203 GADT AZ MK               APPROX. 0.7 KM 3454959.1 |
 CL2085| CL2086 BV 140 203 GADT AZ TPT               29.176 METERS 34550     |
 CL2085|---------------------------------------------------------------------|
 CL2085
 CL2085                          SUPERSEDED SURVEY CONTROL
 CL2085
 CL2085  NAD 83(1986)-  32 27 32.06128(N)    082 33 56.38203(W) AD(       ) 2
 CL2085  NAD 27      -  32 27 31.45885(N)    082 33 56.90103(W) AD(       ) 2
 CL2085  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 CL2085
 CL2085.Superseded values are not recommended for survey control.
 CL2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2085.See file dsdata.txt to determine how the superseded data were derived.
 CL2085
 CL2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5284892383(NAD 83)
 CL2085_MARKER: DD = SURVEY DISK
 CL2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2085+STABILITY: SURFACE MOTION
 CL2085
 CL2085  HISTORY     - Date     Condition        Report By
 CL2085  HISTORY     - 1979     MONUMENTED       GADT
 CL2085
 CL2085                          STATION DESCRIPTION
 CL2085
 CL2085'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2085'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHWEST OF NORRISTOWN,
 CL2085'5-1/2 MILES NORTH-NORTHEAST OF SOPERTON AND 7-1/2 MILES WEST-NORTHWEST
 CL2085'OF COVENA ON THE PROPERTY OF MR. JIM L. GILLIS, P.O. BOX 86, SOPERTON.
 CL2085'OFFICE TELEPHONE 912-529-3212.
 CL2085'
 CL2085'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 78 (STATE ROUTE
 CL2085'15) AND STATE ROUTE 86 LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF
 CL2085'ADRIAN, GO SOUTHEAST ALONG STATE ROUTE 86 FOR 2.25 MILES TO THE ROCK
 CL2085'HILL OLD LINE PRIMITIVE BAPTIST CHURCH ON THE RIGHT, THE JUNCTION OF
 CL2085'DIRT COUNTY ROAD 68 TO THE RIGHT, AND THE AZIMUTH MARK ON THE RIGHT.
 CL2085'TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 68 FOR 0.45 MILE TO THE
 CL2085'STATION ON THE LEFT.
 CL2085'
 CL2085'THE STATION IS LOCATED 298 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL2085'10.5 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 67.0 FEET WEST OF
 CL2085'THE NORTH CORNER OF A WOOD FRAME HOUSE WITH TIN ROOF, 94.0 FEET
 CL2085'NORTHEAST OF A POWER POLE, AND 3.0 FEET NORTHWEST OF A WITNESS POST.
 CL2085'IT IS A STANDARD BRASS DISK STAMPED---140-203 1979---, SET IN THE TOP
 CL2085'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2085'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL2085'STANDARD DISK STAMPED---140-203 1979---, SET IN AN IRREGULAR MASS OF
 CL2085'CONCRETE APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL2085'
 CL2085'REFERENCE MARK 1 IS LOCATED ON THE SOUTHEAST SIDE OF A DIRT DRIVEWAY
 CL2085'TO THE HOUSE APPROXIMATELY 300 FEET EAST OF THE CENTERLINE OF THE
 CL2085'ROAD, 65.8 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 85.4
 CL2085'FEET EAST-SOUTHEAST OF THE POWER POLE, 105.8 FEET SOUTH-SOUTHEAST OF
 CL2085'THE POWER POLE WITH A TRANSFORMER, AND 3.0 FEET NORTHWEST OF A WITNESS
 CL2085'POST.  IT IS A STANDARD DISK STAMPED---140-203 1979 RM 1---, SET IN
 CL2085'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2085'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2085'
 CL2085'THE AZIMUTH MARK IS LOCATED 34.5 FEET SOUTHWEST OF THE CENTERLINE OF
 CL2085'THE HIGHWAY, 18.8 FEET SOUTH-SOUTHEAST OF THE SOUTHERNMOST END OF AN
 CL2085'18 INCH CONCRETE PIPE UNDER COUNTY ROAD 68, 11.0 FEET EAST-NORTHEAST
 CL2085'OF A 24 INCH PINE TREE, 34.0 FEET NORTHEAST OF A 22 INCH PINE TREE,
 CL2085'145.6 FEET EAST-NORTHEAST OF THE NORTHERN CORNER OF THE ROCK HILL OLD
 CL2085'LINE PRIMITIVE BAPTIST CHURCH BUILDING, AND 3.0 FEET NORTHEAST OF A
 CL2085'WITNESS POST.  IT IS A STANDARD DISK STAMPED---140-203 1979 AZ MK---,
 CL2085'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2085'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2085'
 CL2085'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2085'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2087 ***********************************************************************
 CL2087  DESIGNATION -  BV 140 203 GADT AZ MK
 CL2087  PID         -  CL2087
 CL2087  STATE/COUNTY-  GA/TREUTLEN
 CL2087  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2087
 CL2087                         *CURRENT SURVEY CONTROL
 CL2087  ___________________________________________________________________
 CL2087* NAD 83(1994)-  32 27 54.34663(N)    082 34 03.02085(W)     ADJUSTED  
 CL2087* NAVD 88     -       104.     (meters)     341.     (feet)  VERTCON   
 CL2087  ___________________________________________________________________
 CL2087  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CL2087  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CL2087
 CL2087  HORZ ORDER  -  SECOND
 CL2087
 CL2087.The horizontal coordinates were established by classical geodetic methods
 CL2087.and adjusted by the National Geodetic Survey in September 1997..
 CL2087
 CL2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2087
 CL2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2087
 CL2087.The geoid height was determined by GEOID03.
 CL2087
 CL2087;                    North         East     Units Scale Factor Converg.
 CL2087;SPC GA E     -   273,357.398   162,319.532   MT  0.99991750   -0 12 54.6
 CL2087;SPC GA E     -   896,840.06    532,543.33   sFT  0.99991750   -0 12 54.6
 CL2087;UTM  17      - 3,593,071.863   352,685.113   MT  0.99986761   -0 50 29.6
 CL2087
 CL2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2087!SPC GA E     -   0.99998820  x   0.99991750  =   0.99990570
 CL2087!UTM  17      -   0.99998820  x   0.99986761  =   0.99985581
 CL2087
 CL2087                          SUPERSEDED SURVEY CONTROL
 CL2087
 CL2087  NAD 83(1986)-  32 27 54.35079(N)    082 34 03.01885(W) AD(       ) 2
 CL2087  NAD 27      -  32 27 53.74895(N)    082 34 03.53771(W) AD(       ) 2
 CL2087  NGVD 29 (07/19/86)  104.     (m)          341.     (f) VERT ANG       
 CL2087
 CL2087.Superseded values are not recommended for survey control.
 CL2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2087.See file dsdata.txt to determine how the superseded data were derived.
 CL2087
 CL2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5268593072(NAD 83)
 CL2087_MARKER: DD = SURVEY DISK
 CL2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2087+STABILITY: SURFACE MOTION
 CL2087
 CL2087  HISTORY     - Date     Condition        Report By
 CL2087  HISTORY     - 1979     MONUMENTED       GADT
 CL2087
 CL2087                          STATION DESCRIPTION
 CL2087
 CL2087'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2087'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHWEST OF NORRISTOWN,
 CL2087'4-3/4 MILES SOUTH-SOUTHEAST OF ADRIAN AND 6-1/4 MILES NORTH-NORTHEAST
 CL2087'OF SOPERTON ON STATE RIGHT OF WAY.
 CL2087'
 CL2087'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 78 (STATE ROUTE
 CL2087'15) AND STATE ROUTE 86 LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF
 CL2087'ADRIAN, GO SOUTHEAST ALONG STATE ROUTE 86 FOR 2.25 MILES TO THE ROCK
 CL2087'HILL OLD LINE PRIMITIVE BAPTIST CHURCH ON THE RIGHT, THE JUNCTION OF
 CL2087'DIRT COUNTY ROAD 68 TO THE RIGHT, AND THE STATION ON THE RIGHT.
 CL2087'
 CL2087'THE STATION IS LOCATED 34.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2087'HIGHWAY, 18.8 FEET SOUTH-SOUTHEAST OF THE SOUTHERNMOST END OF AN 18
 CL2087'INCH CONCRETE CULVERT UNDER COUNTY ROAD 68, 11.0 FEET EAST-NORTHEAST
 CL2087'OF A 24 INCH PINE TREE, 34.0 FEET NORTHEAST OF A 22 INCH PINE TREE,
 CL2087'145.6 FEET EAST-NORTHEAST OF THE NORTHERN CORNER OF THE ROCK HILL OLD
 CL2087'LINE PRIMITIVE BAPTIST CHURCH BUILDING, AND 3.0 FEET NORTHEAST OF A
 CL2087'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---140-203 1979
 CL2087'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2087'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2087'
 CL2087'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2087'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2084 ***********************************************************************
 CL2084  DESIGNATION -  BV 140 203 GADT RM 1
 CL2084  PID         -  CL2084
 CL2084  STATE/COUNTY-  GA/TREUTLEN
 CL2084  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2084
 CL2084                         *CURRENT SURVEY CONTROL
 CL2084  ___________________________________________________________________
 CL2084* NAD 83(1994)-  32 27 31.13411(N)    082 33 56.16372(W)     ADJUSTED  
 CL2084* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 CL2084  ___________________________________________________________________
 CL2084  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CL2084  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2084
 CL2084  HORZ ORDER  -  SECOND
 CL2084
 CL2084.The horizontal coordinates were established by classical geodetic methods
 CL2084.and adjusted by the National Geodetic Survey in September 1997..
 CL2084
 CL2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2084
 CL2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2084
 CL2084.The geoid height was determined by GEOID03.
 CL2084
 CL2084;                    North         East     Units Scale Factor Converg.
 CL2084;SPC GA E     -   272,641.749   162,495.916   MT  0.99991734   -0 12 50.8
 CL2084;SPC GA E     -   894,492.14    533,122.02   sFT  0.99991734   -0 12 50.8
 CL2084;UTM  17      - 3,592,354.365   352,853.655   MT  0.99986700   -0 50 25.4
 CL2084
 CL2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2084!SPC GA E     -   0.99998851  x   0.99991734  =   0.99990586
 CL2084!UTM  17      -   0.99998851  x   0.99986700  =   0.99985552
 CL2084
 CL2084                          SUPERSEDED SURVEY CONTROL
 CL2084
 CL2084  NAD 83(1986)-  32 27 31.13829(N)    082 33 56.16167(W) AD(       ) 2
 CL2084  NAD 27      -  32 27 30.53583(N)    082 33 56.68067(W) AD(       ) 2
 CL2084  NGVD 29 (07/19/86)  102.     (m)          335.     (f) VERT ANG       
 CL2084
 CL2084.Superseded values are not recommended for survey control.
 CL2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2084.See file dsdata.txt to determine how the superseded data were derived.
 CL2084
 CL2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5285492354(NAD 83)
 CL2084_MARKER: DD = SURVEY DISK
 CL2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2084+STABILITY: SURFACE MOTION
 CL2084
 CL2084  HISTORY     - Date     Condition        Report By
 CL2084  HISTORY     - 1979     MONUMENTED       GADT
 CL2084
 CL2084                          STATION DESCRIPTION
 CL2084
 CL2084'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2084'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHWEST OF NORRISTOWN,
 CL2084'5-1/2 MILES NORTH-NORTHEAST OF SOPERTON AND 7-1/2 MILES WEST-NORTHWEST
 CL2084'OF COVENA ON THE PROPERTY OF MR. JIM L. GILLIS, P.O. BOX 86, SOPERTON.
 CL2084'OFFICE TELEPHONE 912-529-3212.
 CL2084'
 CL2084'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 78 (STATE ROUTE
 CL2084'15) AND STATE ROUTE 86 LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF
 CL2084'ADRIAN, GO SOUTHEAST ALONG STATE ROUTE 86 FOR 2.25 MILES TO THE ROCK
 CL2084'HILL OLD LINE PRIMITIVE BAPTIST CHURCH ON THE RIGHT AND THE JUNCTION
 CL2084'OF DIRT COUNTY ROAD 68 TO THE RIGHT.  TURN RIGHT GOING SOUTHEAST ALONG
 CL2084'COUNTY ROAD 68 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 CL2084'
 CL2084'THE STATION IS LOCATED APPROXIMATELY 300 FEET EAST OF THE CENTERLINE
 CL2084'OF THE ROAD ON THE SOUTHEAST SIDE OF A DIRT DRIVEWAY TO A FRAME HOUSE
 CL2084'WITH TIN ROOF, 65.8 FEET SOUTH-SOUTHWEST OF THE WESTERN CORNER OF THE
 CL2084'WOOD FRAME HOUSE, 85.4 FEET EAST-SOUTHEAST OF A POWER POLE, 105.8 FEET
 CL2084'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 3.0 FEET
 CL2084'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2084'STAMPED---140-203 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2084'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2084'STEEL RODS EMBEDDED.
 CL2084'
 CL2084'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2084'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2109 ***********************************************************************
 CL2109  DESIGNATION -  BV 140 204 GADT
 CL2109  PID         -  CL2109
 CL2109  STATE/COUNTY-  GA/TREUTLEN
 CL2109  USGS QUAD   -  LOTHAIR (1971)
 CL2109
 CL2109                         *CURRENT SURVEY CONTROL
 CL2109  ___________________________________________________________________
 CL2109* NAD 83(1994)-  32 22 24.37408(N)    082 41 40.30398(W)     ADJUSTED  
 CL2109* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 CL2109  ___________________________________________________________________
 CL2109  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2109  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CL2109
 CL2109  HORZ ORDER  -  SECOND
 CL2109
 CL2109.The horizontal coordinates were established by classical geodetic methods
 CL2109.and adjusted by the National Geodetic Survey in September 1997..
 CL2109
 CL2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2109
 CL2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2109
 CL2109.The geoid height was determined by GEOID03.
 CL2109
 CL2109;                    North         East     Units Scale Factor Converg.
 CL2109;SPC GA E     -   263,245.724   150,328.530   MT  0.99993042   -0 16 57.5
 CL2109;SPC GA E     -   863,665.35    493,202.85   sFT  0.99993042   -0 16 57.5
 CL2109;UTM  17      - 3,583,092.056   340,584.820   MT  0.99991339   -0 54 27.0
 CL2109
 CL2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2109!SPC GA E     -   0.99999069  x   0.99993042  =   0.99992111
 CL2109!UTM  17      -   0.99999069  x   0.99991339  =   0.99990408
 CL2109
 CL2109|---------------------------------------------------------------------|
 CL2109| PID    Reference Object                     Distance      Geod. Az  |
 CL2109|                                                           dddmmss.s |
 CL2109| CL2111 BV 140 204 GADT RM 1                 17.908 METERS 26454     |
 CL2109| CL2124 BV 140 204 GADT AZ MK               APPROX. 0.6 KM 3283107.4 |
 CL2109| CL2110 BV 140 204 GADT RM 2                 27.390 METERS 32832     |
 CL2109|---------------------------------------------------------------------|
 CL2109
 CL2109                          SUPERSEDED SURVEY CONTROL
 CL2109
 CL2109  NAD 83(1986)-  32 22 24.37688(N)    082 41 40.30186(W) AD(       ) 2
 CL2109  NAD 27      -  32 22 23.76465(N)    082 41 40.80821(W) AD(       ) 2
 CL2109  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 CL2109
 CL2109.Superseded values are not recommended for survey control.
 CL2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2109.See file dsdata.txt to determine how the superseded data were derived.
 CL2109
 CL2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4058583092(NAD 83)
 CL2109_MARKER: DD = SURVEY DISK
 CL2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2109+STABILITY: SURFACE MOTION
 CL2109
 CL2109  HISTORY     - Date     Condition        Report By
 CL2109  HISTORY     - 1979     MONUMENTED       GADT
 CL2109
 CL2109                          STATION DESCRIPTION
 CL2109
 CL2109'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2109'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST-NORTHWEST OF
 CL2109'LOTHAIR, 6 MILES WEST OF SOPERTON, AND 5 MILES SOUTH OF ROCKLEDGE ON
 CL2109'THE PROPERTY OF MR. W.C. RICKS, ROUTE 2, BOX 197, SOPERTON.  TELEPHONE
 CL2109'912-529-3611.
 CL2109'
 CL2109'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2109'ROUTE 199 LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF SOPERTON, GO
 CL2109'NORTHWEST ALONG STATE ROUTE 199 FOR 1.95 MILES TO A BRIDGE OVER RED
 CL2109'BLUFF CREEK.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 199 FOR 1.0
 CL2109'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 149 TO THE LEFT.  CONTINUE
 CL2109'GOING WEST ALONG STATE ROUTE 199 FOR 0.4 MILE TO THE JUNCTION OF DIRT
 CL2109'COUNTY ROAD 110 TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD
 CL2109'110 FOR 0.45 MILE TO A CEMETERY AND THE STATION ON THE RIGHT.
 CL2109'
 CL2109'THE STATION IS LOCATED 150 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL2109'47.4 FEET WEST-NORTHWEST OF THE HINGE POST FOR A GATE AT THE NORTHEAST
 CL2109'CORNER OF THE CEMETERY FENCE, 46.4 FEET SOUTH-SOUTHEAST OF A 36 INCH
 CL2109'WHITE OAK TREE, AND 2.8 FEET NORTH OF A WITNESS POST SET AT THE
 CL2109'FENCE.  IT IS A STANDARD BRASS DISK STAMPED---140-204 1979---,
 CL2109'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST SET FLUSH WITH
 CL2109'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL2109'STATION IS A STANDARD DISK STAMPED---140-204 1979---, SET IN THE TOP
 CL2109'OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.82 METER BELOW THE
 CL2109'SURFACE OF THE GROUND.
 CL2109'
 CL2109'REFERENCE MARK 1 IS LOCATED 80.0 FEET SOUTHWEST OF THE 36 INCH WHITE
 CL2109'OAK TREE, 105.8 FEET WEST OF THE FENCE POST AT THE NORTHEAST CORNER OF
 CL2109'THE CEMETERY LOT, AND 3.0 FEET NORTH OF A WITNESS POST SET AT THE
 CL2109'FENCELINE.  IT IS A STANDARD DISK STAMPED---140-204 1979 RM 1---, SET
 CL2109'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2109'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2109'
 CL2109'REFERENCE MARK 2 IS LOCATED 203 FEET WEST OF THE CENTERLINE OF THE
 CL2109'ROAD, 56.8 FEET NORTHWEST OF THE 36 INCH WHITE OAK TREE, 123.7 FEET
 CL2109'NORTHWEST OF THE CORNER FENCE POST AT THE NORTHEAST CORNER OF THE
 CL2109'CEMETERY, AND 2.9 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2109'STAMPED---140-204 1979 RM 2---, SET IN THE TOP OF A 10 INCH
 CL2109'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2109'STEEL RODS EMBEDDED.
 CL2109'
 CL2109'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 110 AND
 CL2109'STATE ROUTE 199, GO WEST ALONG STATE ROUTE 199 FOR 0.2 MILE TO THE
 CL2109'JUNCTION OF DIRT COUNTY ROAD 92314 (COUNTY ROAD 168) TO THE LEFT.
 CL2109'TURN LEFT GOING SOUTH ALONG COUNTY ROAD 92314 (COUNTY ROAD 168) FOR
 CL2109'0.1 MILE TO THE JUNCTION OF A FIELD ROAD TO THE LEFT AND THE AZIMUTH
 CL2109'MARK ON THE LEFT.  IT IS LOCATED 17 FEET EAST OF THE CENTERLINE OF THE
 CL2109'COUNTY ROAD, 18.5 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD, 65.4
 CL2109'FEET NORTH-NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE COUNTY
 CL2109'ROAD, AND 2.8 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 CL2109'STAMPED---140-204 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2109'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2109'STEEL RODS EMBEDDED.
 CL2109'
 CL2109'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2109'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2124 ***********************************************************************
 CL2124  DESIGNATION -  BV 140 204 GADT AZ MK
 CL2124  PID         -  CL2124
 CL2124  STATE/COUNTY-  GA/TREUTLEN
 CL2124  USGS QUAD   -  ROCKLEDGE (1985)
 CL2124
 CL2124                         *CURRENT SURVEY CONTROL
 CL2124  ___________________________________________________________________
 CL2124* NAD 83(1994)-  32 22 40.79702(N)    082 41 52.15501(W)     ADJUSTED  
 CL2124* NAVD 88     -        75.     (meters)     246.     (feet)  VERTCON   
 CL2124  ___________________________________________________________________
 CL2124  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CL2124  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CL2124
 CL2124  HORZ ORDER  -  SECOND
 CL2124
 CL2124.The horizontal coordinates were established by classical geodetic methods
 CL2124.and adjusted by the National Geodetic Survey in September 1997..
 CL2124
 CL2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2124
 CL2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2124
 CL2124.The geoid height was determined by GEOID03.
 CL2124
 CL2124;                    North         East     Units Scale Factor Converg.
 CL2124;SPC GA E     -   263,753.103   150,021.266   MT  0.99993079   -0 17 04.0
 CL2124;SPC GA E     -   865,329.97    492,194.77   sFT  0.99993079   -0 17 04.0
 CL2124;UTM  17      - 3,583,602.748   340,283.113   MT  0.99991458   -0 54 33.8
 CL2124
 CL2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2124!SPC GA E     -   0.99999273  x   0.99993079  =   0.99992352
 CL2124!UTM  17      -   0.99999273  x   0.99991458  =   0.99990731
 CL2124
 CL2124                          SUPERSEDED SURVEY CONTROL
 CL2124
 CL2124  NAD 83(1986)-  32 22 40.79982(N)    082 41 52.15290(W) AD(       ) 2
 CL2124  NAD 27      -  32 22 40.18802(N)    082 41 52.65892(W) AD(       ) 2
 CL2124  NGVD 29 (07/19/86)   75.     (m)          246.     (f) VERT ANG       
 CL2124
 CL2124.Superseded values are not recommended for survey control.
 CL2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2124.See file dsdata.txt to determine how the superseded data were derived.
 CL2124
 CL2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4028383603(NAD 83)
 CL2124_MARKER: DD = SURVEY DISK
 CL2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2124+STABILITY: SURFACE MOTION
 CL2124
 CL2124  HISTORY     - Date     Condition        Report By
 CL2124  HISTORY     - 1979     MONUMENTED       GADT
 CL2124
 CL2124                          STATION DESCRIPTION
 CL2124
 CL2124'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2124'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST-NORTHWEST OF
 CL2124'LOTHAIR, 6-1/4 MILES WEST OF SOPERTON, AND 4-3/4 MILES SOUTH OF
 CL2124'ROCKLEDGE ON COUNTY RIGHT OF WAY.
 CL2124'
 CL2124'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2124'ROUTE 199 LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF SOPERTON, GO
 CL2124'NORTHWEST ALONG STATE ROUTE 199 FOR 1.95 MILES TO A BRIDGE OVER RED
 CL2124'BLUFF CREEK.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 199 FOR 1.0
 CL2124'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 149 TO THE LEFT.  CONTINUE
 CL2124'GOING WEST ALONG STATE ROUTE 199 FOR 0.4 MILE TO THE JUNCTION OF DIRT
 CL2124'COUNTY ROAD 110 TO THE LEFT.  CONTINUE GOING WEST ALONG STATE ROUTE
 CL2124'199 FOR 0.2 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 92314 (COUNTY
 CL2124'ROAD 168) TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD 92314
 CL2124'(COUNTY ROAD 168) FOR 0.1 MILE TO THE JUNCTION OF A FIELD ROAD TO THE
 CL2124'LEFT AND THE STATION ON THE LEFT.
 CL2124'
 CL2124'THE STATION IS LOCATED 17 FEET EAST OF THE CENTERLINE OF THE COUNTY
 CL2124'ROAD, 18.5 FEET NORTH OF THE CENTERLINER OF THE FIELD ROAD, 65.4 FEET
 CL2124'NORTH-NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE COUNTY ROAD,
 CL2124'AND 2.8 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2124'STAMPED---140-204 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2124'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2124'STEEL RODS EMBEDDED.
 CL2124'
 CL2124'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2124'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2110 ***********************************************************************
 CL2110  DESIGNATION -  BV 140 204 GADT RM 2
 CL2110  PID         -  CL2110
 CL2110  STATE/COUNTY-  GA/TREUTLEN
 CL2110  USGS QUAD   -  LOTHAIR (1971)
 CL2110
 CL2110                         *CURRENT SURVEY CONTROL
 CL2110  ___________________________________________________________________
 CL2110* NAD 83(1994)-  32 22 25.13246(N)    082 41 40.85101(W)     ADJUSTED  
 CL2110* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL2110  ___________________________________________________________________
 CL2110  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2110  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CL2110
 CL2110  HORZ ORDER  -  SECOND
 CL2110
 CL2110.The horizontal coordinates were established by classical geodetic methods
 CL2110.and adjusted by the National Geodetic Survey in September 1997..
 CL2110
 CL2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2110
 CL2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2110
 CL2110.The geoid height was determined by GEOID03.
 CL2110
 CL2110;                    North         East     Units Scale Factor Converg.
 CL2110;SPC GA E     -   263,269.153   150,314.346   MT  0.99993043   -0 16 57.8
 CL2110;SPC GA E     -   863,742.21    493,156.32   sFT  0.99993043   -0 16 57.8
 CL2110;UTM  17      - 3,583,115.638   340,570.893   MT  0.99991345   -0 54 27.3
 CL2110
 CL2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2110!SPC GA E     -   0.99999085  x   0.99993043  =   0.99992128
 CL2110!UTM  17      -   0.99999085  x   0.99991345  =   0.99990430
 CL2110
 CL2110                          SUPERSEDED SURVEY CONTROL
 CL2110
 CL2110  NAD 83(1986)-  32 22 25.13528(N)    082 41 40.84891(W) AD(       ) 2
 CL2110  NAD 27      -  32 22 24.52304(N)    082 41 41.35522(W) AD(       ) 2
 CL2110  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL2110
 CL2110.Superseded values are not recommended for survey control.
 CL2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2110.See file dsdata.txt to determine how the superseded data were derived.
 CL2110
 CL2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4057183116(NAD 83)
 CL2110_MARKER: DD = SURVEY DISK
 CL2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2110+STABILITY: SURFACE MOTION
 CL2110
 CL2110  HISTORY     - Date     Condition        Report By
 CL2110  HISTORY     - 1979     MONUMENTED       GADT
 CL2110
 CL2110                          STATION DESCRIPTION
 CL2110
 CL2110'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2110'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST-NORTHWEST OF
 CL2110'LOTHAIR, 6 MILES WEST OF SOPERTON, AND 5 MILES SOUTH OF ROCKLEDGE ON
 CL2110'THE PROPERTY OF MR. W.C. RICKS, ROUTE 2, BOX 197, SOPERTON.  TELEPHONE
 CL2110'912-529-3611.
 CL2110'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2110'ROUTE 199 LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF SOPERTON, GO
 CL2110'NORTHWEST ALONG STATE ROUTE 199 FOR 1.95 MILES TO THE BRIDGE OVER RED
 CL2110'BLUFF CREEK.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 199 FOR 1.0
 CL2110'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 149 TO THE LEFT.  CONTINUE
 CL2110'GOING WEST ALONG STATE ROUTE 199 FOR 0.4 MILE TO THE JUNCTION OF DIRT
 CL2110'COUNTY ROAD 110 TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD
 CL2110'110 FOR 0.45 MILE TO A CEMETERY AND THE STATION ON THE RIGHT.
 CL2110'
 CL2110'THE STATION IS LOCATED 203 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 CL2110'110, 123.7 FEET NORTHWEST OF THE NORTHWEST CORNER FENCE POST AND
 CL2110'HINGED GATE POST OF THE CEMETERY, 56.8 FEET NORTHWEST OF A 36 INCH
 CL2110'WHITE OAK TREE, AND 2.9 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 CL2110'BRASS DISK STAMPED---140-204 1979 RM 2---, SET IN THE TOP OF A 10 INCH
 CL2110'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2110'STEEL RODS EMBEDDED.
 CL2110'
 CL2110'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2110'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2111 ***********************************************************************
 CL2111  DESIGNATION -  BV 140 204 GADT RM 1
 CL2111  PID         -  CL2111
 CL2111  STATE/COUNTY-  GA/TREUTLEN
 CL2111  USGS QUAD   -  LOTHAIR (1971)
 CL2111
 CL2111                         *CURRENT SURVEY CONTROL
 CL2111  ___________________________________________________________________
 CL2111* NAD 83(1994)-  32 22 24.32239(N)    082 41 40.98633(W)     ADJUSTED  
 CL2111* NAVD 88     -        87.     (meters)     285.     (feet)  VERTCON   
 CL2111  ___________________________________________________________________
 CL2111  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CL2111  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CL2111
 CL2111  HORZ ORDER  -  SECOND
 CL2111
 CL2111.The horizontal coordinates were established by classical geodetic methods
 CL2111.and adjusted by the National Geodetic Survey in September 1997..
 CL2111
 CL2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2111
 CL2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2111
 CL2111.The geoid height was determined by GEOID03.
 CL2111
 CL2111;                    North         East     Units Scale Factor Converg.
 CL2111;SPC GA E     -   263,244.220   150,310.686   MT  0.99993044   -0 16 57.9
 CL2111;SPC GA E     -   863,660.41    493,144.31   sFT  0.99993044   -0 16 57.9
 CL2111;UTM  17      - 3,583,090.747   340,566.961   MT  0.99991346   -0 54 27.4
 CL2111
 CL2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2111!SPC GA E     -   0.99999085  x   0.99993044  =   0.99992129
 CL2111!UTM  17      -   0.99999085  x   0.99991346  =   0.99990431
 CL2111
 CL2111                          SUPERSEDED SURVEY CONTROL
 CL2111
 CL2111  NAD 83(1986)-  32 22 24.32519(N)    082 41 40.98420(W) AD(       ) 2
 CL2111  NAD 27      -  32 22 23.71296(N)    082 41 41.49054(W) AD(       ) 2
 CL2111  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 CL2111
 CL2111.Superseded values are not recommended for survey control.
 CL2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2111.See file dsdata.txt to determine how the superseded data were derived.
 CL2111
 CL2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4056783091(NAD 83)
 CL2111_MARKER: DD = SURVEY DISK
 CL2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2111+STABILITY: SURFACE MOTION
 CL2111
 CL2111  HISTORY     - Date     Condition        Report By
 CL2111  HISTORY     - 1979     MONUMENTED       GADT
 CL2111
 CL2111                          STATION DESCRIPTION
 CL2111
 CL2111'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2111'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST-NORTHWEST OF
 CL2111'LOTHAIR, 6 MILES WEST OF SOPERTON, AND 5 MILES SOUTH OF ROCKLEDGE ON
 CL2111'THE PROPERTY OF MR. W.C. RICKS, ROUTE 2 BOX 197, SOPERTON.  TELEPHONE
 CL2111'912-529-3611.
 CL2111'
 CL2111'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2111'ROUTE 199 LOCATED APPROXIMATELY 3-1/2 MILES SOUTHWEST OF SOPERTON, GO
 CL2111'NORTHWEST ALONG STATE ROUTE 199 FOR 1.95 MILES TO A BRIDGE OVER RED
 CL2111'BLUFF CREEK.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 199 FOR 1.0
 CL2111'MILE TO THE JUNCTION OF PAVED COUNTY ROAD 149 TO THE LEFT.  CONTINUE
 CL2111'GOING WEST ALONG STATE ROUTE 199 FOR 0.4 MILE TO THE JUNCTION OF DIRT
 CL2111'COUNTY ROAD 110 TO THE LEFT.  TURN LEFT GOING SOUTH ALONG COUNTY ROAD
 CL2111'110 FOR 0.45 MILE TO A CEMETERY AND THE STATION ON THE RIGHT.
 CL2111'
 CL2111'THE STATION IS LOCATED 80 FEET SOUTHWEST OF A 36 INCH WHITE OAK
 CL2111'TREE, 105.8 FEET WEST OF THE NORTHEAST CORNER POST OF THE CEMETERY LOT
 CL2111'(HINGE POST FOR A GATE), AND 3.0 FEET NORTH OF A WITNESS POST SET AT
 CL2111'THE CEMETERY FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2111'STAMPED---140-204 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2111'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2111'STEEL RODS EMBEDDED.
 CL2111'
 CL2111'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2111'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2107 ***********************************************************************
 CL2107  DESIGNATION -  BV 140 205 GADT
 CL2107  PID         -  CL2107
 CL2107  STATE/COUNTY-  GA/TREUTLEN
 CL2107  USGS QUAD   -  LOTHAIR (1971)
 CL2107
 CL2107                         *CURRENT SURVEY CONTROL
 CL2107  ___________________________________________________________________
 CL2107* NAD 83(1994)-  32 19 45.19447(N)    082 37 57.65672(W)     ADJUSTED  
 CL2107* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 CL2107  ___________________________________________________________________
 CL2107  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CL2107  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CL2107
 CL2107  HORZ ORDER  -  SECOND
 CL2107
 CL2107.The horizontal coordinates were established by classical geodetic methods
 CL2107.and adjusted by the National Geodetic Survey in September 1997..
 CL2107
 CL2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2107
 CL2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2107
 CL2107.The geoid height was determined by GEOID03.
 CL2107
 CL2107;                    North         East     Units Scale Factor Converg.
 CL2107;SPC GA E     -   258,315.811   156,126.958   MT  0.99992373   -0 14 57.2
 CL2107;SPC GA E     -   847,491.12    512,226.53   sFT  0.99992373   -0 14 57.2
 CL2107;UTM  17      - 3,578,099.364   346,329.031   MT  0.99989121   -0 52 23.9
 CL2107
 CL2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2107!SPC GA E     -   0.99999242  x   0.99992373  =   0.99991615
 CL2107!UTM  17      -   0.99999242  x   0.99989121  =   0.99988363
 CL2107
 CL2107:                Primary Azimuth Mark                     Grid Az
 CL2107:SPC GA E     -  BV 140 205 GADT AZ MK                    164 21 56.6
 CL2107:UTM  17      -  BV 140 205 GADT AZ MK                    164 59 23.3
 CL2107
 CL2107|---------------------------------------------------------------------|
 CL2107| PID    Reference Object                     Distance      Geod. Az  |
 CL2107|                                                           dddmmss.s |
 CL2107| CL2105 BV 140 205 GADT AZ MK               APPROX. 0.6 KM 1640659.4 |
 CL2107| CL2106 BV 140 205 GADT AZ TPT               27.336 METERS 16410     |
 CL2107| CL2108 BV 140 205 GADT RM 1                 15.168 METERS 34022     |
 CL2107|---------------------------------------------------------------------|
 CL2107
 CL2107                          SUPERSEDED SURVEY CONTROL
 CL2107
 CL2107  NAD 83(1986)-  32 19 45.19738(N)    082 37 57.65464(W) AD(       ) 2
 CL2107  NAD 27      -  32 19 44.58110(N)    082 37 58.16694(W) AD(       ) 2
 CL2107  NGVD 29 (07/19/86)   77.     (m)          253.     (f) VERT ANG       
 CL2107
 CL2107.Superseded values are not recommended for survey control.
 CL2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2107.See file dsdata.txt to determine how the superseded data were derived.
 CL2107
 CL2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4632978099(NAD 83)
 CL2107_MARKER: DD = SURVEY DISK
 CL2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2107+STABILITY: SURFACE MOTION
 CL2107
 CL2107  HISTORY     - Date     Condition        Report By
 CL2107  HISTORY     - 1979     MONUMENTED       GADT
 CL2107
 CL2107                          STATION DESCRIPTION
 CL2107
 CL2107'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2107'THE STATION IS APPROXIMATELY 4-1/4 MILES SOUTHWEST OF SOPERTON, 4-1/2
 CL2107'MILES WEST OF TARRYTOWN, AND 2-1/4 MILES SOUTHEAST OF LOTHAIR ON STATE
 CL2107'RIGHT OF WAY.
 CL2107'
 CL2107'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2107'ROUTE 199 ABOUT 3-1/2 MILES SOUTHWEST OF SOPERTON, GO SOUTHEAST ALONG
 CL2107'STATE ROUTE 199 FOR 0.85 MILE TO THE CENTER OF THE BRIDGE OVER LITTLE
 CL2107'RED BLUFF CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 199 FOR
 CL2107'0.6 MILE TO THE STATION ON THE LEFT.
 CL2107'
 CL2107'THE STATION IS LOCATED 36 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 CL2107'HIGHWAY, 84.0 FEET NORTHEAST OF THE NORTH END OF A CULVERT UNDER A
 CL2107'DRIVEWAY TO THE WEST, 116.8 FEET SOUTH-SOUTHEAST OF THE SOUTH SIDE OF
 CL2107'AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST, 72.0 FEET
 CL2107'NORTH OF HIGHWAY POST 1, 6.0 FEET WEST-SOUTHWEST OF A FENCELINE,
 CL2107'AND 3.0 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL2107'DISK STAMPED---140-205 1979---, SET IN THE TOP OF A 10 INCH
 CL2107'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2107'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2107'STAMPED---140-205 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2107'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL2107'
 CL2107'REFERENCE MARK 1 IS LOCATED 36.5 FEET EAST-NORTHEAST OF THE CENTERLINE
 CL2107'OF THE HIGHWAY, 67.7 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF AN 18
 CL2107'INCH CONCRETE CULVERT UNDER THE DRIVEWAY TO THE EAST, 63.0 FEET SOUTH
 CL2107'OF THE TERMINAL POST OF A FENCELINE ON THE SOUTH SIDE OF THE DRIVEWAY,
 CL2107'121.2 FEET NORTH OF THE NORTH END OF THE CULVERT UNDER THE DRIVEWAY TO
 CL2107'THE WEST, 5.5 FEET WEST-SOUTHWEST OF THE FENCELINE, AND 2.9 FEET WEST-
 CL2107'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---140-205
 CL2107'1979 RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2107'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2107'
 CL2107'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG STATE
 CL2107'ROUTE 199 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS
 CL2107'LOCATED 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 86.2 FEET
 CL2107'SOUTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE CULVERT UNDER A
 CL2107'FIELD ACCESS DRIVEWAY TO THE WEST, 158.8 FEET SOUTH OF A POWER POLE
 CL2107'WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, AND 3.0 FEET
 CL2107'WEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED---140-205 1979
 CL2107'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2107'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2107'
 CL2107'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2107'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1974 REVISED JAN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2105 ***********************************************************************
 CL2105  DESIGNATION -  BV 140 205 GADT AZ MK
 CL2105  PID         -  CL2105
 CL2105  STATE/COUNTY-  GA/TREUTLEN
 CL2105  USGS QUAD   -  LOTHAIR (1971)
 CL2105
 CL2105                         *CURRENT SURVEY CONTROL
 CL2105  ___________________________________________________________________
 CL2105* NAD 83(1994)-  32 19 27.20808(N)    082 37 51.62924(W)     ADJUSTED  
 CL2105* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 CL2105  ___________________________________________________________________
 CL2105  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CL2105  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CL2105
 CL2105  HORZ ORDER  -  SECOND
 CL2105
 CL2105.The horizontal coordinates were established by classical geodetic methods
 CL2105.and adjusted by the National Geodetic Survey in September 1997..
 CL2105
 CL2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2105
 CL2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2105
 CL2105.The geoid height was determined by GEOID03.
 CL2105
 CL2105;                    North         East     Units Scale Factor Converg.
 CL2105;SPC GA E     -   257,761.131   156,282.186   MT  0.99992356   -0 14 53.9
 CL2105;SPC GA E     -   845,671.31    512,735.81   sFT  0.99992356   -0 14 53.9
 CL2105;UTM  17      - 3,577,543.044   346,478.204   MT  0.99989065   -0 52 20.2
 CL2105
 CL2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2105!SPC GA E     -   0.99999305  x   0.99992356  =   0.99991661
 CL2105!UTM  17      -   0.99999305  x   0.99989065  =   0.99988370
 CL2105
 CL2105                          SUPERSEDED SURVEY CONTROL
 CL2105
 CL2105  NAD 83(1986)-  32 19 27.21099(N)    082 37 51.62716(W) AD(       ) 2
 CL2105  NAD 27      -  32 19 26.59424(N)    082 37 52.13960(W) AD(       ) 2
 CL2105  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 CL2105
 CL2105.Superseded values are not recommended for survey control.
 CL2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2105.See file dsdata.txt to determine how the superseded data were derived.
 CL2105
 CL2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4647877543(NAD 83)
 CL2105_MARKER: DD = SURVEY DISK
 CL2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2105+STABILITY: SURFACE MOTION
 CL2105
 CL2105  HISTORY     - Date     Condition        Report By
 CL2105  HISTORY     - 1979     MONUMENTED       GADT
 CL2105
 CL2105                          STATION DESCRIPTION
 CL2105
 CL2105'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2105'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF SOPERTON, AND 2-1/2
 CL2105'MILES SOUTHEAST OF LOTHAIR ON STATE RIGHT OF WAY.
 CL2105'
 CL2105'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2105'ROUTE 199 ABOUT 3-1/2 MILES SOUTHWEST OF SOPERTON, GO SOUTHEAST ALONG
 CL2105'STATE ROUTE 199 FOR 0.85 MILE TO THE CENTER OF THE BRIDGE OVER LITTLE
 CL2105'RED BLUFF CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 199 FOR
 CL2105'0.95 MILE TO THE STATION ON THE LEFT.
 CL2105'
 CL2105'THE STATION IS LOCATED 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CL2105'86.2 FEET SOUTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE CULVERT
 CL2105'UNDER A FIELD ACCESS DRIVEWAY TO THE WEST, 158.8 FEET SOUTH OF A POWER
 CL2105'POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, AND 3.0
 CL2105'FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2105'STAMPED---140-205 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2105'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2105'STEEL RODS EMBEDDED.
 CL2105'
 CL2105'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2105'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1974 REVISED JAN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2108 ***********************************************************************
 CL2108  DESIGNATION -  BV 140 205 GADT RM 1
 CL2108  PID         -  CL2108
 CL2108  STATE/COUNTY-  GA/TREUTLEN
 CL2108  USGS QUAD   -  LOTHAIR (1971)
 CL2108
 CL2108                         *CURRENT SURVEY CONTROL
 CL2108  ___________________________________________________________________
 CL2108* NAD 83(1994)-  32 19 45.65826(N)    082 37 57.85152(W)     ADJUSTED  
 CL2108* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 CL2108  ___________________________________________________________________
 CL2108  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CL2108  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CL2108
 CL2108  HORZ ORDER  -  SECOND
 CL2108
 CL2108.The horizontal coordinates were established by classical geodetic methods
 CL2108.and adjusted by the National Geodetic Survey in September 1997..
 CL2108
 CL2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2108
 CL2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2108
 CL2108.The geoid height was determined by GEOID03.
 CL2108
 CL2108;                    North         East     Units Scale Factor Converg.
 CL2108;SPC GA E     -   258,330.118   156,121.926   MT  0.99992373   -0 14 57.3
 CL2108;SPC GA E     -   847,538.06    512,210.02   sFT  0.99992373   -0 14 57.3
 CL2108;UTM  17      - 3,578,113.724   346,324.156   MT  0.99989123   -0 52 24.0
 CL2108
 CL2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2108!SPC GA E     -   0.99999242  x   0.99992373  =   0.99991615
 CL2108!UTM  17      -   0.99999242  x   0.99989123  =   0.99988365
 CL2108
 CL2108                          SUPERSEDED SURVEY CONTROL
 CL2108
 CL2108  NAD 83(1986)-  32 19 45.66117(N)    082 37 57.84944(W) AD(       ) 2
 CL2108  NAD 27      -  32 19 45.04490(N)    082 37 58.36173(W) AD(       ) 2
 CL2108  NGVD 29 (07/19/86)   77.     (m)          253.     (f) VERT ANG       
 CL2108
 CL2108.Superseded values are not recommended for survey control.
 CL2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2108.See file dsdata.txt to determine how the superseded data were derived.
 CL2108
 CL2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4632478114(NAD 83)
 CL2108_MARKER: DD = SURVEY DISK
 CL2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2108+STABILITY: SURFACE MOTION
 CL2108
 CL2108  HISTORY     - Date     Condition        Report By
 CL2108  HISTORY     - 1979     MONUMENTED       GADT
 CL2108
 CL2108                          STATION DESCRIPTION
 CL2108
 CL2108'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2108'THE STATION IS APPROXIMATELY 4-1/4 MILES SOUTHWEST OF
 CL2108'SOPERTON, 4-1/2 MILES WEST OF TARRITOWN, AND 2-1/4 MILES SOUTHEAST OF
 CL2108'LOTHAIR ON STATE RIGHT OF WAY.
 CL2108'
 CL2108'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2108'ROUTE 199 ABOUT 3-1/2 MILES SOUTHWEST OF SOPERTON, GO SOUTHEAST ALONG
 CL2108'STATE ROUTE 199 FOR 0.85 MILE TO THE CENTER OF THE BRIDGE OVER LITTLE
 CL2108'RED BLUFF CREEK.  CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 199 FOR
 CL2108'0.6 MILE TO THE STATION ON THE LEFT.
 CL2108'
 CL2108'THE STATION IS LOCATED 36.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 CL2108'THE HIGHWAY, 67.7 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF AN 18 INCH
 CL2108'CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST, 63.0 FEET SOUTH OF THE
 CL2108'TERMINAL POST OF A FENCELINE PARALELL TO THE HIGHWAY SOUTH OF THE
 CL2108'DRIVEWAY, 121.2 FEET NORTH OF THE NORTH END OF A CULVERT UNDER A
 CL2108'DRIVEWAY TO THE WEST, 5.5 FEET WEST-SOUTHWEST OF THE FENCELINE, AND
 CL2108'2.9 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 CL2108'DISK STAMPED---140-205 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2108'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2108'STEEL RODS EMBEDDED.
 CL2108'
 CL2108'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2108'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1974 REVISED JAN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2123 ***********************************************************************
 CL2123  DESIGNATION -  BV 140 206 GADT AZ MK
 CL2123  PID         -  CL2123
 CL2123  STATE/COUNTY-  GA/LAURENS
 CL2123  USGS QUAD   -  ROCKLEDGE (1985)
 CL2123
 CL2123                         *CURRENT SURVEY CONTROL
 CL2123  ___________________________________________________________________
 CL2123* NAD 83(1994)-  32 26 52.24602(N)    082 41 50.64926(W)     ADJUSTED  
 CL2123* NAVD 88     -        72.     (meters)     236.     (feet)  VERTCON   
 CL2123  ___________________________________________________________________
 CL2123  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CL2123  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CL2123
 CL2123  HORZ ORDER  -  SECOND
 CL2123
 CL2123.The horizontal coordinates were established by classical geodetic methods
 CL2123.and adjusted by the National Geodetic Survey in September 1997..
 CL2123
 CL2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2123
 CL2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2123
 CL2123.The geoid height was determined by GEOID03.
 CL2123
 CL2123;                    North         East     Units Scale Factor Converg.
 CL2123;SPC GA E     -   271,497.887   150,099.080   MT  0.99993070   -0 17 05.1
 CL2123;SPC GA E     -   890,739.32    492,450.06   sFT  0.99993070   -0 17 05.1
 CL2123;UTM  17      - 3,591,346.093   340,445.473   MT  0.99991393   -0 54 39.2
 CL2123
 CL2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2123!SPC GA E     -   0.99999320  x   0.99993070  =   0.99992390
 CL2123!UTM  17      -   0.99999320  x   0.99991393  =   0.99990713
 CL2123
 CL2123                          SUPERSEDED SURVEY CONTROL
 CL2123
 CL2123  NAD 83(1986)-  32 26 52.24911(N)    082 41 50.64726(W) AD(       ) 2
 CL2123  NAD 27      -  32 26 51.64417(N)    082 41 51.15367(W) AD(       ) 2
 CL2123  NGVD 29 (07/19/86)   72.     (m)          236.     (f) VERT ANG       
 CL2123
 CL2123.Superseded values are not recommended for survey control.
 CL2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2123.See file dsdata.txt to determine how the superseded data were derived.
 CL2123
 CL2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4044591346(NAD 83)
 CL2123_MARKER: DD = SURVEY DISK
 CL2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2123+STABILITY: SURFACE MOTION
 CL2123
 CL2123  HISTORY     - Date     Condition        Report By
 CL2123  HISTORY     - 1979     MONUMENTED       GADT
 CL2123
 CL2123                          STATION DESCRIPTION
 CL2123
 CL2123'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2123'THE STATION IS LOCATED APPROXIMATELY 1/4 MILE NORTHEAST OF ROCKLEDGE,
 CL2123'7-3/4 MILES NORTHWEST OF SOPERTON, AND 8-3/4 MILES SOUTHWEST OF ADRIAN
 CL2123'ON STATE RIGHT OF WAY.
 CL2123'
 CL2123'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 29 AND
 CL2123'INTERSTATE HIGHWAY 16 LOCATED APPROXIMATELY 1-1/4 MILES EAST-SOUTHEAST
 CL2123'OF ROCKLEDGE, GO NORTHWEST ALONG STATE ROUTE 29 FOR 1.2 MILES TO THE
 CL2123'JUNCTION OF COUNTY ROAD 31 (PAVED TO THE LEFT AND DIRT TO THE RIGHT)
 CL2123'AND THE AZIMUTH MARK ON THE LEFT.
 CL2123'
 CL2123'THE STATION IS LOCATED 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2123'HIGHWAY, 45 FEET SOUTH OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2123'OF COUNTY ROAD 31 AND STATE ROUTE 29, 36 FEET SOUTHEAST OF THE
 CL2123'CENTERLINE OF COUNTY ROAD 31, 18.6 FEET EAST OF AN UNDERGROUND
 CL2123'TELEPHONE CABLE PEDESTAL, 12.7 FEET NORTHEAST OF A FENCELINE, AND 2.6
 CL2123'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2123'STAMPED---140-206 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2123'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2123'STEEL RODS EMBEDDED.
 CL2123'
 CL2123'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2123'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2122 ***********************************************************************
 CL2122  DESIGNATION -  BV 140 206 GADT RM 1
 CL2122  PID         -  CL2122
 CL2122  STATE/COUNTY-  GA/TREUTLEN
 CL2122  USGS QUAD   -  ROCKLEDGE (1985)
 CL2122
 CL2122                         *CURRENT SURVEY CONTROL
 CL2122  ___________________________________________________________________
 CL2122* NAD 83(1994)-  32 26 17.97371(N)    082 40 51.39433(W)     ADJUSTED  
 CL2122* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 CL2122  ___________________________________________________________________
 CL2122  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CL2122  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CL2122
 CL2122  HORZ ORDER  -  SECOND
 CL2122
 CL2122.The horizontal coordinates were established by classical geodetic methods
 CL2122.and adjusted by the National Geodetic Survey in September 1997..
 CL2122
 CL2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2122
 CL2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2122
 CL2122.The geoid height was determined by GEOID03.
 CL2122
 CL2122;                    North         East     Units Scale Factor Converg.
 CL2122;SPC GA E     -   270,434.676   151,641.591   MT  0.99992883   -0 16 33.1
 CL2122;SPC GA E     -   887,251.10    497,510.79   sFT  0.99992883   -0 16 33.1
 CL2122;UTM  17      - 3,590,266.111   341,976.246   MT  0.99990794   -0 54 06.6
 CL2122
 CL2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2122!SPC GA E     -   0.99999038  x   0.99992883  =   0.99991921
 CL2122!UTM  17      -   0.99999038  x   0.99990794  =   0.99989832
 CL2122
 CL2122                          SUPERSEDED SURVEY CONTROL
 CL2122
 CL2122  NAD 83(1986)-  32 26 17.97680(N)    082 40 51.39235(W) AD(       ) 2
 CL2122  NAD 27      -  32 26 17.37103(N)    082 40 51.90036(W) AD(       ) 2
 CL2122  NGVD 29 (07/19/86)   90.     (m)          295.     (f) VERT ANG       
 CL2122
 CL2122.Superseded values are not recommended for survey control.
 CL2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2122.See file dsdata.txt to determine how the superseded data were derived.
 CL2122
 CL2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4197690266(NAD 83)
 CL2122_MARKER: DD = SURVEY DISK
 CL2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2122+STABILITY: SURFACE MOTION
 CL2122
 CL2122  HISTORY     - Date     Condition        Report By
 CL2122  HISTORY     - 1979     MONUMENTED       GADT
 CL2122
 CL2122                          STATION DESCRIPTION
 CL2122
 CL2122'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2122'THE STATION IS APPROXIMATELY 1 MILE EAST-SOUTHEAST OF ROCKLEDGE, 6-1/2
 CL2122'MILES NORTHWEST OF SOPERTON, AND 8-1/2 MILES SOUTHWEST OF ADRIAN AT
 CL2122'THE JUNCTION OF STATE ROUTE 29 AND INTERSTATE HIGHWAY 16 ON STATE
 CL2122'RIGHT OF WAY.
 CL2122'
 CL2122'THE STATION IS LOCATED AT THE NORTHWEST END OF THE STATE ROUTE 29
 CL2122'BRIDGE OVER INTERSTATE HIGHWAY 16, 21 FEET NORTHEAST OF THE CENTERLINE
 CL2122'OF THE HIGHWAY, 131.5 FEET NORTHWEST OF THE BRIDGE PARAPET BARRIER END
 CL2122'POST ON THE NORTHEAST SIDE OF THE HIGHWAY, 117.3 FEET NORTH-NORTHWEST
 CL2122'OF THE BRIDGE PARAPET BARRIER END POST ON THE SOUTHWEST SIDE OF THE
 CL2122'HIGHWAY, AND 2.7 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 CL2122'BRASS DISK STAMPED---140-206 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2122'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2122'STEEL RODS EMBEDDED.
 CL2122'
 CL2122'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2122'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2131 ***********************************************************************
 CL2131  DESIGNATION -  BV 140 207
 CL2131  PID         -  CL2131
 CL2131  STATE/COUNTY-  GA/TREUTLEN
 CL2131  USGS QUAD   -  ROCKLEDGE (1985)
 CL2131
 CL2131                         *CURRENT SURVEY CONTROL
 CL2131  ___________________________________________________________________
 CL2131* NAD 83(1994)-  32 26 25.05738(N)    082 39 41.36429(W)     ADJUSTED  
 CL2131* NAVD 88     -        90.6    (meters)     297.     (feet)  VERTCON   
 CL2131  ___________________________________________________________________
 CL2131  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CL2131  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CL2131
 CL2131  HORZ ORDER  -  FIRST
 CL2131
 CL2131.The horizontal coordinates were established by classical geodetic methods
 CL2131.and adjusted by the National Geodetic Survey in September 1997..
 CL2131
 CL2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2131
 CL2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2131
 CL2131.The geoid height was determined by GEOID03.
 CL2131
 CL2131;                    North         East     Units Scale Factor Converg.
 CL2131;SPC GA E     -   270,644.223   153,471.806   MT  0.99992669   -0 15 55.6
 CL2131;SPC GA E     -   887,938.59    503,515.42   sFT  0.99992669   -0 15 55.6
 CL2131;UTM  17      - 3,590,455.646   343,808.598   MT  0.99990084   -0 53 29.2
 CL2131
 CL2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2131!SPC GA E     -   0.99999026  x   0.99992669  =   0.99991695
 CL2131!UTM  17      -   0.99999026  x   0.99990084  =   0.99989110
 CL2131
 CL2131:                Primary Azimuth Mark                     Grid Az
 CL2131:SPC GA E     -  ORIANNA SOU BELL MICROWAVE               012 56 55.0
 CL2131:UTM  17      -  ORIANNA SOU BELL MICROWAVE               013 34 28.6
 CL2131
 CL2131|---------------------------------------------------------------------|
 CL2131| PID    Reference Object                     Distance      Geod. Az  |
 CL2131|                                                           dddmmss.s |
 CL2131| CL2119 ORIANNA SOU BELL MICROWAVE          APPROX. 4.8 KM 0124059.4 |
 CL2131| CL2120 BV 140 207 GADT AZ MK               APPROX. 0.6 KM 0133140.7 |
 CL2131| CL2130 BV 140 207 GADT AZ TPT                7.872 METERS 06845     |
 CL2131| CY7288 BV 140 207 RM 1                      17.582 METERS 08233     |
 CL2131|---------------------------------------------------------------------|
 CL2131
 CL2131                          SUPERSEDED SURVEY CONTROL
 CL2131
 CL2131  NAD 83(1986)-  32 26 25.06051(N)    082 39 41.36218(W) AD(       ) 1
 CL2131  NAD 27      -  32 26 24.45508(N)    082 39 41.87185(W) AD(       ) 1
 CL2131  NGVD 29 (07/19/86)   90.8    (m)          298.     (f) VERT ANG       
 CL2131
 CL2131.Superseded values are not recommended for survey control.
 CL2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2131.See file dsdata.txt to determine how the superseded data were derived.
 CL2131
 CL2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4380990456(NAD 83)
 CL2131_MARKER: DD = SURVEY DISK
 CL2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2131
 CL2131  HISTORY     - Date     Condition        Report By
 CL2131  HISTORY     - 1979     MONUMENTED       GADT
 CL2131
 CL2131                          STATION DESCRIPTION
 CL2131
 CL2131'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2131'THE STATION IS APPROXIMATELY 2-1/4 MILES EAST OF ROCKLEDGE, 6 MILES
 CL2131'NORTHWEST OF SOPERTON, AND 7-1/2 MILES SOUTH-SOUTHWEST OF ADRIAN ON
 CL2131'THE PROPERTY OF MR. RONALD P. SAMMONS.  TELEPHONE 912-529-3303 AFTER
 CL2131'1600 HRS.  AT THE TIME OF OCCUPATION, THERE WAS A BAD DOG WHICH MR
 CL2131'SAMMONS WILL PEN-UP.
 CL2131'
 CL2131'TO REACH  THE STATION FROM THE JUNCTION OF STATE ROUTE 29 AND
 CL2131'INTERSTATE HIGHWAY 16 LOCATED APPROXIMATELY 1-1/4 MILES EAST-SOUTHEAST
 CL2131'OF ROCKLEDGE, GO NORTHWEST ALONG STATE ROUTE 29 FOR 0.1 MILE TO THE
 CL2131'JUNCTION OF PAVED COUNTY ROAD 88 TO THE RIGHT.  TURN RIGHT GOING EAST
 CL2131'ALONG COUNTY ROAD 88 PARALLEL TO INTERSTATE HIGHWAY 16 FOR 0.85 MILE
 CL2131'TO THE JUNCTION OF DIRT COUNTY ROAD 88 TO THE LEFT AND PAVED COUNTY
 CL2131'ROAD 82 CONTINUING AHEAD AND CURVING AWAY FROM INTERSTATE HIGHWAY 16.
 CL2131'CONTINUE GOING NORTHEAST NOW ALONG COUNTY ROAD 82 FOR 0.45 MILE TO THE
 CL2131'JUNCTION OF DIRT COUNTY ROAD 87 CROSSING.  TURN RIGHT GOING SOUTH
 CL2131'ALONG COUNTY ROAD 87 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 CL2131'
 CL2131'THE STATION IS LOCATED 10.1 FEET SOUTH OF A WITNESS POST SET AT A
 CL2131'FENCELINE, 76.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 58.0 FEET
 CL2131'WEST OF THE CORNER OF A FENCE, AND 156.0 FEET NORTH-NORTHWEST OF A 24
 CL2131'INCH PECAN TREE.  IT IS A STANDARD BRASS DISK
 CL2131'STAMPED---140-207 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2131'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2131'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2131'STAMPED---140-207 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2131'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL2131'
 CL2131'REFERENCE MARK 1 IS LOCATED 18.5 FEET WEST OF THE CENTERLINE OF THE
 CL2131'ROAD, 169.4 FEET NORTH-NORTHEAST OF A 24 INCH PECAN TREE, 4.0 FEET
 CL2131'SOUTH OF A WITNESS POST AT THE FENCE CORNER, AND 36.0 FEET WEST OF THE
 CL2131'JUNCTION OF THREE FENCELINES ON THE EAST SIDE OF THE ROAD.  IT IS A
 CL2131'STANDARD DISK STAMPED---140-207 1979 RM 1---, SET IN THE TOP OF A 10
 CL2131'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2131'GROUND WITH STEEL RODS EMBEDDED.
 CL2131'
 CL2131'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROADS 82 AND 87,
 CL2131'GO NORTHEAST ALONG COUNTY ROAD 82 FOR 0.15 MILE TO THE AZIMUTH MARK ON
 CL2131'THE RIGHT.  IT IS LOCATED OPPOSITE A WHITE HOUSE WITH METAL ROOF ON
 CL2131'THE NORTHEAST SIDE OF THE ROAD, 34.0 FEET EAST-SOUTHEAST OF THE
 CL2131'CENTERLINE OF THE ROAD, 25.0 FEET SOUTHWEST OF THE SOUTHWESTERN AND
 CL2131'HINGED POST OF A GATE, 175.0 FEET EAST-NORTHEAST OF A POWER
 CL2131'POLE ON THE NORTHWEST SIDE OF THE ROAD, AND 3.3 FEET WEST-NORTHWEST OF
 CL2131'A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL2131'STAMPED---140-207 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2131'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2131'STEEL RODS EMBEDDED.
 CL2131'
 CL2131'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2131'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2120 ***********************************************************************
 CL2120  DESIGNATION -  BV 140 207 GADT AZ MK
 CL2120  PID         -  CL2120
 CL2120  STATE/COUNTY-  GA/TREUTLEN
 CL2120  USGS QUAD   -  ROCKLEDGE (1985)
 CL2120
 CL2120                         *CURRENT SURVEY CONTROL
 CL2120  ___________________________________________________________________
 CL2120* NAD 83(1994)-  32 26 44.58332(N)    082 39 35.82405(W)     ADJUSTED  
 CL2120* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL2120  ___________________________________________________________________
 CL2120  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 CL2120  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CL2120
 CL2120  HORZ ORDER  -  SECOND
 CL2120
 CL2120.The horizontal coordinates were established by classical geodetic methods
 CL2120.and adjusted by the National Geodetic Survey in September 1997..
 CL2120
 CL2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2120
 CL2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2120
 CL2120.The geoid height was determined by GEOID03.
 CL2120
 CL2120;                    North         East     Units Scale Factor Converg.
 CL2120;SPC GA E     -   271,244.981   153,619.293   MT  0.99992652   -0 15 52.7
 CL2120;SPC GA E     -   889,909.58    503,999.30   sFT  0.99992652   -0 15 52.7
 CL2120;UTM  17      - 3,591,054.741   343,962.637   MT  0.99990025   -0 53 26.7
 CL2120
 CL2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2120!SPC GA E     -   0.99998991  x   0.99992652  =   0.99991643
 CL2120!UTM  17      -   0.99998991  x   0.99990025  =   0.99989016
 CL2120
 CL2120                          SUPERSEDED SURVEY CONTROL
 CL2120
 CL2120  NAD 83(1986)-  32 26 44.58644(N)    082 39 35.82197(W) AD(       ) 2
 CL2120  NAD 27      -  32 26 43.98156(N)    082 39 36.33184(W) AD(       ) 2
 CL2120  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL2120
 CL2120.Superseded values are not recommended for survey control.
 CL2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2120.See file dsdata.txt to determine how the superseded data were derived.
 CL2120
 CL2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4396391055(NAD 83)
 CL2120_MARKER: DD = SURVEY DISK
 CL2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2120+STABILITY: SURFACE MOTION
 CL2120
 CL2120  HISTORY     - Date     Condition        Report By
 CL2120  HISTORY     - 1979     MONUMENTED       GADT
 CL2120
 CL2120                          STATION DESCRIPTION
 CL2120
 CL2120'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2120'THE STATION IS APPROXIMATELY 2-1/4 MILES EAST OF ROCKLEDGE, 6-1/2
 CL2120'MILES NORTHWEST OF SOPERTON, AND 7-1/4 MILES SOUTH-SOUTHWEST OF ADRIAN
 CL2120'ON COUNTY RIGHT OF WAY.
 CL2120'
 CL2120'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 29 AND
 CL2120'INTERSTATE HIGHWAY 16 APPROXIMATELY 1-1/4 MILES EAST-SOUTHEAST OF
 CL2120'ROCKLEDGE, GO NORTHWEST ALONG STATE ROUTE 29 FOR 0.1 MILE TO THE
 CL2120'JUNCTION OF PAVED COUNTY ROAD 88 TO THE RIGHT.  TURN RIGHT GOING EAST
 CL2120'ALONG COUNTY ROAD 88 PARALLEL TO INTERSTATE HIGHWAY 16 FOR 0.85 MILE
 CL2120'TO THE JUNCTION OF DIRT COUNTY ROAD 88 TO THE LEFT AND PAVED COUNTY
 CL2120'ROAD 82 CONTINUING AHEAD AND CURVING AWAY FROM INTERSTATE HIGHWAY 16.
 CL2120'CONTINUE GOING NORTHEAST NOW ALONG COUNTY ROAD 82 FOR 0.45 MILE TO THE
 CL2120'JUNCTION OF DIRT COUNTY ROAD 87 CROSSING.  CONTINUE NORTHEASTERLY
 CL2120'ALONG COUNTY ROAD 82 FOR 0.15 MILE TO A WHITE HOUSE WITH METAL ROOF ON
 CL2120'THE LEFT AND THE STATION ON THE RIGHT.
 CL2120'
 CL2120'THE STATION IS LOCATED 34 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE
 CL2120'ROAD, 25.0 FEET SOUTHWEST OF THE SOUTHWESTERN AND HINGED POST OF A
 CL2120'GATE IN A FENCELINE, 175.0 FEET EAST-NORTHEAST OF A POWER POLE ON THE
 CL2120'NORTHWEST SIDE OF THE ROAD, AND 3.3 FEET WEST-NORTHWEST OF A WITNESS
 CL2120'POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2120'STAMPED---140-207 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2120'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2120'STEEL RODS EMBEDDED.
 CL2120'
 CL2120'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2120'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2074 ***********************************************************************
 CL2074  DESIGNATION -  BV 140 208 GADT
 CL2074  PID         -  CL2074
 CL2074  STATE/COUNTY-  GA/TREUTLEN
 CL2074  USGS QUAD   -  COVENA (1985)
 CL2074
 CL2074                         *CURRENT SURVEY CONTROL
 CL2074  ___________________________________________________________________
 CL2074* NAD 83(1994)-  32 25 21.41828(N)    082 27 58.44450(W)     ADJUSTED  
 CL2074* NAVD 88     -        93.     (meters)     305.     (feet)  VERTCON   
 CL2074  ___________________________________________________________________
 CL2074  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CL2074  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CL2074
 CL2074  HORZ ORDER  -  SECOND
 CL2074
 CL2074.The horizontal coordinates were established by classical geodetic methods
 CL2074.and adjusted by the National Geodetic Survey in September 1997..
 CL2074
 CL2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2074
 CL2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2074
 CL2074.The geoid height was determined by GEOID03.
 CL2074
 CL2074;                    North         East     Units Scale Factor Converg.
 CL2074;SPC GA E     -   268,615.793   171,826.258   MT  0.99990978   -0 09 38.2
 CL2074;SPC GA E     -   881,283.65    563,733.31   sFT  0.99990978   -0 09 38.2
 CL2074;UTM  17      - 3,588,226.975   362,138.873   MT  0.99983437   -0 47 10.5
 CL2074
 CL2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2074!SPC GA E     -   0.99998996  x   0.99990978  =   0.99989974
 CL2074!UTM  17      -   0.99998996  x   0.99983437  =   0.99982433
 CL2074
 CL2074|---------------------------------------------------------------------|
 CL2074| PID    Reference Object                     Distance      Geod. Az  |
 CL2074|                                                           dddmmss.s |
 CL2074| CL2073 BV 140 208 GADT RM 1                 14.884 METERS 03015     |
 CL2074| CL2072 BV 140 208 GADT AZ MK               APPROX. 0.5 KM 0302116.7 |
 CL2074|---------------------------------------------------------------------|
 CL2074
 CL2074                          SUPERSEDED SURVEY CONTROL
 CL2074
 CL2074  NAD 83(1986)-  32 25 21.42195(N)    082 27 58.44190(W) AD(       ) 2
 CL2074  NAD 27      -  32 25 20.81622(N)    082 27 58.97026(W) AD(       ) 2
 CL2074  NGVD 29 (07/19/86)   93.     (m)          305.     (f) VERT ANG       
 CL2074
 CL2074.Superseded values are not recommended for survey control.
 CL2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2074.See file dsdata.txt to determine how the superseded data were derived.
 CL2074
 CL2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6213988227(NAD 83)
 CL2074_MARKER: DD = SURVEY DISK
 CL2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2074+STABILITY: SURFACE MOTION
 CL2074
 CL2074  HISTORY     - Date     Condition        Report By
 CL2074  HISTORY     - 1979     MONUMENTED       GADT
 CL2074
 CL2074                          STATION DESCRIPTION
 CL2074
 CL2074'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2074'THE STATION IS APPROXIMATELY 5 MILES SOUTH-SOUTHWEST OF COVENA, 6
 CL2074'MILES SOUTH-SOUTHEAST OF NORRISTOWN, AND 8 MILES EAST-NORTHEAST OF
 CL2074'SOPERTON ON COUNTY RIGHT OF WAY.
 CL2074'
 CL2074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2074'ROUTE 56) AND STATE ROUTE 86 LOCATED APPROXIMATELY 6-1/4 MILES
 CL2074'NORTHEAST OF SOPERTON, GO EAST ALONG STATE ROUTE 86 FOR 2.4 MILES TO
 CL2074'THE JUNCTION OF PAVED COUNTY ROAD 167 (POSTED 91913 ON STOP SIGN)
 CL2074'CROSSING AND THE STATION ON THE RIGHT.
 CL2074'
 CL2074'THE STATION IS LOCATED 39.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 CL2074'THE COUNTY ROAD, 180 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF
 CL2074'THE CENTERLINES OF STATE ROUTE 86 AND COUNTY ROAD 167, 74.6 FEET SOUTH
 CL2074'OF A POWER POLE NEAR A WHITE HOUSE WITH METAL ROOF, 161.2 FEET
 CL2074'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER IN THE SOUTHEAST QUADRANT
 CL2074'OF THE INTERSECTION AT A FENCE CORNER, AND 3.5 FEET EAST-NORTHEAST OF
 CL2074'A WITNESS POST SET AT A FENCE CORNER.  IT IS A STANDARD BRASS DISK
 CL2074'STAMPED---140-208 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2074'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2074'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2074'STAMPED---140-208 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2074'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 CL2074'
 CL2074'REFERENCE MARK 1 IS LOCATED 29 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2074'OF THE COUNTY ROAD, 131 FEET SOUTH-SOUTHWEST OF THE POINT OF
 CL2074'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 86 AND COUNTY ROAD 167,
 CL2074'71.8 FEET SOUTHEAST OF THE POWER POLE AT THE HOUSE, 115.6 FEET
 CL2074'WEST-SOUTHWEST OF THE POWER POLE WITH TRANSFORMER IN THE SOUTHEAST
 CL2074'QUADRANT OF THE INTERSECTION, AND 2.9 FEET EAST-SOUTHEAST OF A WITNESS
 CL2074'POST.  IT IS A STANDARD DISK STAMPED---140-208 1979 RM 1---, SET IN
 CL2074'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2074'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2074'
 CL2074'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 86 AND
 CL2074'COUNTY ROAD 167, GO NORTHEAST ALONG COUNTY ROAD 167 FOR 0.3 MILE TO
 CL2074'THE NORTH END OF A BRIDGE OVER INTERSTATE HIGHWAY 16 AND THE MARK ON
 CL2074'THE LEFT ON STATE RIGHT OF WAY.  IT IS LOCATED 20 FEET WEST-NORTHWEST
 CL2074'OF THE CENTERLINE OF THE ROAD, 36.0 FEET NORTH OF THE JUNCTION OF THE
 CL2074'CENTERLINE OF THE ROAD AND THE EXPANSION JOINT BETWEEN THE FIRST AND
 CL2074'SECOND CONCRETE SLABS ON THE NORTH END OF THE BRIDGE, 52.0 FEET
 CL2074'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE NORTH CONCRETE BRIDGE
 CL2074'APPROACH SLAB, AND 2.9 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 CL2074'STANDARD DISK STAMPED---140-208 1979 AZ MK---, SET IN THE TOP OF A 10
 CL2074'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2074'WITH STEEL RODS EMBEDDED.
 CL2074'
 CL2074'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2074'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2072 ***********************************************************************
 CL2072  DESIGNATION -  BV 140 208 GADT AZ MK
 CL2072  PID         -  CL2072
 CL2072  STATE/COUNTY-  GA/TREUTLEN
 CL2072  USGS QUAD   -  COVENA (1985)
 CL2072
 CL2072                         *CURRENT SURVEY CONTROL
 CL2072  ___________________________________________________________________
 CL2072* NAD 83(1994)-  32 25 36.30717(N)    082 27 48.16367(W)     ADJUSTED  
 CL2072* NAVD 88     -        89.     (meters)     292.     (feet)  VERTCON   
 CL2072  ___________________________________________________________________
 CL2072  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL2072  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CL2072
 CL2072  HORZ ORDER  -  SECOND
 CL2072
 CL2072.The horizontal coordinates were established by classical geodetic methods
 CL2072.and adjusted by the National Geodetic Survey in September 1997..
 CL2072
 CL2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2072
 CL2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2072
 CL2072.The geoid height was determined by GEOID03.
 CL2072
 CL2072;                    North         East     Units Scale Factor Converg.
 CL2072;SPC GA E     -   269,073.637   172,096.114   MT  0.99990960   -0 09 32.8
 CL2072;SPC GA E     -   882,785.76    564,618.67   sFT  0.99990960   -0 09 32.8
 CL2072;UTM  17      - 3,588,681.810   362,413.691   MT  0.99983344   -0 47 05.3
 CL2072
 CL2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2072!SPC GA E     -   0.99999059  x   0.99990960  =   0.99990019
 CL2072!UTM  17      -   0.99999059  x   0.99983344  =   0.99982403
 CL2072
 CL2072                          SUPERSEDED SURVEY CONTROL
 CL2072
 CL2072  NAD 83(1986)-  32 25 36.31084(N)    082 27 48.16110(W) AD(       ) 2
 CL2072  NAD 27      -  32 25 35.70554(N)    082 27 48.68979(W) AD(       ) 2
 CL2072  NGVD 29 (07/19/86)   89.     (m)          292.     (f) VERT ANG       
 CL2072
 CL2072.Superseded values are not recommended for survey control.
 CL2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2072.See file dsdata.txt to determine how the superseded data were derived.
 CL2072
 CL2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6241488682(NAD 83)
 CL2072_MARKER: DD = SURVEY DISK
 CL2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2072+STABILITY: SURFACE MOTION
 CL2072
 CL2072  HISTORY     - Date     Condition        Report By
 CL2072  HISTORY     - 1979     MONUMENTED       GADT
 CL2072
 CL2072                          STATION DESCRIPTION
 CL2072
 CL2072'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2072'THE STATION IS APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHWEST OF COVENA, 6
 CL2072'MILES SOUTH-SOUTHEAST OF NORRISTOWN, AND 8-1/4 MILES EAST-NORTHEAST OF
 CL2072'SOPERTON ON STATE RIGHT OF WAY.
 CL2072'
 CL2072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2072'ROUTE 56) AND STATE ROUTE 86 LOCATED ABOUT 6-1/4 MILES NORTHEAST OF
 CL2072'SOPERTON, GO EAST ALONG STATE ROUTE 86 FOR 2.4 MILES TO THE JUNCTION
 CL2072'OF PAVED COUNTY ROAD 167 (POSTED 91913 ON STOP SIGN) CROSSING. TURN
 CL2072'LEFT GOING NORTH ALONG COUNTY ROAD 167 FOR 0.3 MILE TO THE NORTH END
 CL2072'OF A BRIDGE OVER INTERSTATE HIGHWAY 16 AND THE STATION ON THE LEFT.
 CL2072'
 CL2072'THE STATION IS LOCATED 20 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL2072'ROAD, 36.0 FEET NORTH OF THE JUNCTION OF THE CENTERLINE OF THE ROAD
 CL2072'AND THE EXPANSION JOINT BETWEEN THE FIRST AND SECOND CONCRETE SLABS
 CL2072'ON THE NORTH END OF THE BRIDGE, 52.0 FEET WEST-SOUTHWEST OF THE
 CL2072'NORTHEAST CORNER OF THE NORTH CONCRETE BRIDGE APPROACH SLAB, AND 2.9
 CL2072'FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 CL2072'STAMPED---140-208 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2072'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2072'STEEL RODS EMBEDDED.
 CL2072'
 CL2072'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2072'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2073 ***********************************************************************
 CL2073  DESIGNATION -  BV 140 208 GADT RM 1
 CL2073  PID         -  CL2073
 CL2073  STATE/COUNTY-  GA/TREUTLEN
 CL2073  USGS QUAD   -  COVENA (1985)
 CL2073
 CL2073                         *CURRENT SURVEY CONTROL
 CL2073  ___________________________________________________________________
 CL2073* NAD 83(1994)-  32 25 21.83565(N)    082 27 58.15749(W)     ADJUSTED  
 CL2073* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 CL2073  ___________________________________________________________________
 CL2073  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CL2073  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CL2073
 CL2073  HORZ ORDER  -  SECOND
 CL2073
 CL2073.The horizontal coordinates were established by classical geodetic methods
 CL2073.and adjusted by the National Geodetic Survey in September 1997..
 CL2073
 CL2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2073
 CL2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2073
 CL2073.The geoid height was determined by GEOID03.
 CL2073
 CL2073;                    North         East     Units Scale Factor Converg.
 CL2073;SPC GA E     -   268,628.627   171,833.793   MT  0.99990978   -0 09 38.1
 CL2073;SPC GA E     -   881,325.75    563,758.04   sFT  0.99990978   -0 09 38.1
 CL2073;UTM  17      - 3,588,239.725   362,146.546   MT  0.99983434   -0 47 10.4
 CL2073
 CL2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2073!SPC GA E     -   0.99999012  x   0.99990978  =   0.99989990
 CL2073!UTM  17      -   0.99999012  x   0.99983434  =   0.99982446
 CL2073
 CL2073                          SUPERSEDED SURVEY CONTROL
 CL2073
 CL2073  NAD 83(1986)-  32 25 21.83932(N)    082 27 58.15489(W) AD(       ) 2
 CL2073  NAD 27      -  32 25 21.23360(N)    082 27 58.68326(W) AD(       ) 2
 CL2073  NGVD 29 (07/19/86)   92.     (m)          302.     (f) VERT ANG       
 CL2073
 CL2073.Superseded values are not recommended for survey control.
 CL2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2073.See file dsdata.txt to determine how the superseded data were derived.
 CL2073
 CL2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6214788240(NAD 83)
 CL2073_MARKER: DD = SURVEY DISK
 CL2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2073+STABILITY: SURFACE MOTION
 CL2073
 CL2073  HISTORY     - Date     Condition        Report By
 CL2073  HISTORY     - 1979     MONUMENTED       GADT
 CL2073
 CL2073                          STATION DESCRIPTION
 CL2073
 CL2073'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2073'THE STATION IS APPROXIMATELY 5 MILES SOUTH-SOUTHWEST OF COVENA, 6
 CL2073'MILES SOUTH-SOUTHEAST OF NORRISTOWN, AND 8 MILES EAST-NORTHEAST OF
 CL2073'SOPERTON ON COUNTY RIGHT OF WAY.
 CL2073'
 CL2073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 (STATE
 CL2073'ROUTE 56) AND STATE ROUTE 86 LOCATED APPROXIMATELY 6-1/4 MILES
 CL2073'NORTHEAST OF SOPERTON, GO EAST ALONG STATE ROUTE 86 FOR 2.4 MILES TO
 CL2073'THE JUNCTION OF PAVED COUNTY ROAD 167 (POSTED 91913 ON STOP SIGN)
 CL2073'CROSSING AND THE STATION ON THE RIGHT.
 CL2073'
 CL2073'THE STATION IS LOCATED 29 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 CL2073'COUNTY ROAD, 131 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION OF
 CL2073'THE CENTERLINES OF STATE ROUTE 86 AND COUNTY ROAD 167, 71.8 FEET
 CL2073'SOUTHEAST OF A POWER POLE NEAR A WHITE HOUSE WITH METAL ROOF, 115.6
 CL2073'FEET WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER IN THE SOUTHEAST
 CL2073'QUADRANT OF THE INTERSECTION, AND 2.9 FEET EAST-SOUTHEAST OF A WITNESS
 CL2073'POST.  IT IS A STANDARD BRASS DISK STAMPED---140-208 1979 RM 1---, SET
 CL2073'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2073'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2073'
 CL2073'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2073'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2097 ***********************************************************************
 CL2097  DESIGNATION -  BV 140 209 GADT
 CL2097  PID         -  CL2097
 CL2097  STATE/COUNTY-  GA/TREUTLEN
 CL2097  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2097
 CL2097                         *CURRENT SURVEY CONTROL
 CL2097  ___________________________________________________________________
 CL2097* NAD 83(1994)-  32 20 28.46983(N)    082 32 08.86414(W)     ADJUSTED  
 CL2097* NAVD 88     -        94.5    (meters)     310.     (feet)  VERTCON   
 CL2097  ___________________________________________________________________
 CL2097  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CL2097  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CL2097
 CL2097  HORZ ORDER  -  FIRST
 CL2097
 CL2097.The horizontal coordinates were established by classical geodetic methods
 CL2097.and adjusted by the National Geodetic Survey in September 1997..
 CL2097
 CL2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2097
 CL2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2097
 CL2097.The geoid height was determined by GEOID03.
 CL2097
 CL2097;                    North         East     Units Scale Factor Converg.
 CL2097;SPC GA E     -   259,613.172   165,253.021   MT  0.99991488   -0 11 50.9
 CL2097;SPC GA E     -   851,747.55    542,167.62   sFT  0.99991488   -0 11 50.9
 CL2097;UTM  17      - 3,579,297.178   355,468.275   MT  0.99985760   -0 49 18.2
 CL2097
 CL2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2097!SPC GA E     -   0.99998967  x   0.99991488  =   0.99990455
 CL2097!UTM  17      -   0.99998967  x   0.99985760  =   0.99984727
 CL2097
 CL2097|---------------------------------------------------------------------|
 CL2097| PID    Reference Object                     Distance      Geod. Az  |
 CL2097|                                                           dddmmss.s |
 CL2097| CL2096 BV 140 209 GADT AZ MK               390.385 METERS 12701     |
 CL2097| CL2098 BV 140 209 GADT RM 1                 13.262 METERS 30655     |
 CL2097|---------------------------------------------------------------------|
 CL2097
 CL2097                          SUPERSEDED SURVEY CONTROL
 CL2097
 CL2097  NAD 83(1986)-  32 20 28.47276(N)    082 32 08.86055(W) AD(       ) 1
 CL2097  NAD 27      -  32 20 27.85799(N)    082 32 09.38172(W) AD(       ) 1
 CL2097  NGVD 29 (07/19/86)   94.7    (m)          311.     (f) VERT ANG       
 CL2097
 CL2097.Superseded values are not recommended for survey control.
 CL2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2097.See file dsdata.txt to determine how the superseded data were derived.
 CL2097
 CL2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5546879297(NAD 83)
 CL2097_MARKER: DD = SURVEY DISK
 CL2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2097+STABILITY: SURFACE MOTION
 CL2097
 CL2097  HISTORY     - Date     Condition        Report By
 CL2097  HISTORY     - 1979     MONUMENTED       GADT
 CL2097
 CL2097                          STATION DESCRIPTION
 CL2097
 CL2097'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2097'THE STATION IS APPROXIMATELY 4 MILES SOUTHEAST OF SOPERTON, 7 MILES
 CL2097'EAST OF LOTHAIR, AND 12-3/4 MILES WEST OF OAK PARK ON THE PROPERTY OF
 CL2097'MR. LARRY CALHOUN.  PERMISSION TO SET THE STATION AND REFERENCE MARK 1
 CL2097'GRANTED BY MR. J.A. CALHOUN WHO RESIDES IN A WHITE HOUSE WITH METAL
 CL2097'ROOF AT THE STATION SITE.
 CL2097'
 CL2097'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 227 AND STATE
 CL2097'ROUTE 46 LOCATED APPROXIMATELY 3 MILES EAST OF SOPERTON, GO EAST ALONG
 CL2097'STATE ROUTE 46 FOR 0.95 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 169
 CL2097'(POSTED AS 92315) CROSSING AT THE COMMUNITY OF ZAIDEE.  TURN RIGHT
 CL2097'GOING SOUTH ALONG COUNTY ROAD 169 FOR 1.8 MILES TO THE JUNCTION OF
 CL2097'PAVED COUNTY ROAD 139 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY
 CL2097'ROAD 169 FOR 0.65 MILE TO A DIRT DRIVEWAY TO THE RIGHT.  TURN RIGHT
 CL2097'GOING WEST THEN NORTH FOR 0.25 MILE TO MR. J.A. CALHOUNS RESIDENCE ON
 CL2097'THE LEFT AND THE STATION ON THE LEFT.
 CL2097'
 CL2097'THE STATION IS LOCATED 13 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2097'DRIVEWAY, 108 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CL2097'HOUSE, 51.0 FEET SOUTHEAST OF A 26 INCH CHINABERRY TREE, 85.3 FEET
 CL2097'EAST OF A POWER POLE, AND 2.9 FEET NORTH OF A WITNESS POST.  IT IS A
 CL2097'STANDARD BRASS DISK STAMPED---140-209 1979---, SET IN THE TOP OF A 10
 CL2097'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2097'WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2097'STAMPED---140-209 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2097'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 CL2097'
 CL2097'REFERENCE MARK 1 IS LOCATED 17 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2097'DRIVEWAY, 71 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 8.5 FEET
 CL2097'SOUTHEAST OF THE 26 INCH CHINABERRY TREE, AND 61.8 FEET NORTHEAST OF
 CL2097'THE POWER POLE.  IT IS A STANDARD DISK STAMPED---140-209 1979 RM 1---,
 CL2097'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2097'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2097'
 CL2097'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT DRIVEWAY AND
 CL2097'COUNTY ROAD 169, GO SOUTH ALONG COUNTY ROAD 169 FOR 0.05 MILE TO THE
 CL2097'MARK ON THE RIGHT ON COUNTY RIGHT OF WAY.  IT IS LOCATED 39 FEET WEST
 CL2097'OF THE CENTERLINE OF THE COUNTY ROAD, 50.8 FEET NORTH-NORTHWEST OF THE
 CL2097'NORTH END OF AN 18 INCH CONCRETE PIPE, 113.9 FEET SOUTHWEST OF A POWER
 CL2097'POLE ON THE EAST SIDE OF THE ROAD, AND 3.3 FEET EAST OF A WITNESS POST
 CL2097'SET AT A FENCELINE.  IT IS A STANDARD DISK STAMPED---140-209 1979 AZ
 CL2097'MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2097'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2097'
 CL2097'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2097'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2096 ***********************************************************************
 CL2096  DESIGNATION -  BV 140 209 GADT AZ MK
 CL2096  PID         -  CL2096
 CL2096  STATE/COUNTY-  GA/TREUTLEN
 CL2096  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2096
 CL2096                         *CURRENT SURVEY CONTROL
 CL2096  ___________________________________________________________________
 CL2096* NAD 83(1994)-  32 20 20.84061(N)    082 31 56.94386(W)     ADJUSTED  
 CL2096* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 CL2096  ___________________________________________________________________
 CL2096  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CL2096  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CL2096
 CL2096  HORZ ORDER  -  SECOND
 CL2096
 CL2096.The horizontal coordinates were established by classical geodetic methods
 CL2096.and adjusted by the National Geodetic Survey in September 1997..
 CL2096
 CL2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2096
 CL2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2096
 CL2096.The geoid height was determined by GEOID03.
 CL2096
 CL2096;                    North         East     Units Scale Factor Converg.
 CL2096;SPC GA E     -   259,377.117   165,563.910   MT  0.99991462   -0 11 44.5
 CL2096;SPC GA E     -   850,973.09    543,187.59   sFT  0.99991462   -0 11 44.5
 CL2096;UTM  17      - 3,579,057.763   355,776.556   MT  0.99985651   -0 49 11.7
 CL2096
 CL2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2096!SPC GA E     -   0.99999025  x   0.99991462  =   0.99990487
 CL2096!UTM  17      -   0.99999025  x   0.99985651  =   0.99984676
 CL2096
 CL2096                          SUPERSEDED SURVEY CONTROL
 CL2096
 CL2096  NAD 83(1986)-  32 20 20.84358(N)    082 31 56.94029(W) AD(       ) 2
 CL2096  NAD 27      -  32 20 20.22860(N)    082 31 57.46176(W) AD(       ) 2
 CL2096  NGVD 29 (07/19/86)   91.     (m)          299.     (f) VERT ANG       
 CL2096
 CL2096.Superseded values are not recommended for survey control.
 CL2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2096.See file dsdata.txt to determine how the superseded data were derived.
 CL2096
 CL2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5577779058(NAD 83)
 CL2096_MARKER: DD = SURVEY DISK
 CL2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2096+STABILITY: SURFACE MOTION
 CL2096
 CL2096  HISTORY     - Date     Condition        Report By
 CL2096  HISTORY     - 1979     MONUMENTED       GADT
 CL2096
 CL2096                          STATION DESCRIPTION
 CL2096
 CL2096'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2096'THE STATION IS APPROXIMATELY 4 MILES SOUTHEAST OF SOPERTON, 7 MILES
 CL2096'EAST OF LOTHAIR, AND 12-3/4 MILES WEST OF OAK PARK ON COUNTY RIGHT OF
 CL2096'WAY.
 CL2096'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 227 AND STATE
 CL2096'ROUTE 46 LOCATED APPROXIMATELY 3 MILES EAST OF SOPERTON, GO EAST ALONG
 CL2096'STATE ROUTE 46 FOR 0.95 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 169
 CL2096'(POSTED AS 92315) CROSSING AT THE COMMUNITY OF ZAIDEE.  TURN RIGHT
 CL2096'GOING SOUTH ALONG COUNTY ROAD 169 FOR 1.8 MILES TO THE JUNCTION OF
 CL2096'PAVED COUNTY ROAD 139 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY
 CL2096'ROAD 169 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 CL2096'
 CL2096'THE STATION IS LOCATED 39 FEET WEST OF THE CENTERLINE OF THE COUNTY
 CL2096'ROAD, 50.8 FEET NORTH-NORTHWEST OF THE NORTH END OF AN 18 INCH
 CL2096'CONCRETE PIPE ON THE WEST SIDE OF THE ROAD, 113.9 FEET SOUTHWEST OF A
 CL2096'POWER POLE ON THE EAST SIDE OF THE ROAD, AND 3.3 FEET EAST OF A
 CL2096'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2096'STAMPED---140-209 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2096'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2096'STEEL RODS EMBEDDED.
 CL2096'
 CL2096'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2096'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2098 ***********************************************************************
 CL2098  DESIGNATION -  BV 140 209 GADT RM 1
 CL2098  PID         -  CL2098
 CL2098  STATE/COUNTY-  GA/TREUTLEN
 CL2098  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2098
 CL2098                         *CURRENT SURVEY CONTROL
 CL2098  ___________________________________________________________________
 CL2098* NAD 83(1994)-  32 20 28.72840(N)    082 32 09.26963(W)     ADJUSTED  
 CL2098* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL2098  ___________________________________________________________________
 CL2098  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CL2098  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CL2098
 CL2098  HORZ ORDER  -  SECOND
 CL2098
 CL2098.The horizontal coordinates were established by classical geodetic methods
 CL2098.and adjusted by the National Geodetic Survey in September 1997..
 CL2098
 CL2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2098
 CL2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2098
 CL2098.The geoid height was determined by GEOID03.
 CL2098
 CL2098;                    North         East     Units Scale Factor Converg.
 CL2098;SPC GA E     -   259,621.172   165,242.446   MT  0.99991489   -0 11 51.1
 CL2098;SPC GA E     -   851,773.80    542,132.92   sFT  0.99991489   -0 11 51.1
 CL2098;UTM  17      - 3,579,305.293   355,457.788   MT  0.99985764   -0 49 18.5
 CL2098
 CL2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2098!SPC GA E     -   0.99998962  x   0.99991489  =   0.99990451
 CL2098!UTM  17      -   0.99998962  x   0.99985764  =   0.99984726
 CL2098
 CL2098                          SUPERSEDED SURVEY CONTROL
 CL2098
 CL2098  NAD 83(1986)-  32 20 28.73136(N)    082 32 09.26608(W) AD(       ) 2
 CL2098  NAD 27      -  32 20 28.11657(N)    082 32 09.78720(W) AD(       ) 2
 CL2098  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL2098
 CL2098.Superseded values are not recommended for survey control.
 CL2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2098.See file dsdata.txt to determine how the superseded data were derived.
 CL2098
 CL2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5545879305(NAD 83)
 CL2098_MARKER: DD = SURVEY DISK
 CL2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2098+STABILITY: SURFACE MOTION
 CL2098
 CL2098  HISTORY     - Date     Condition        Report By
 CL2098  HISTORY     - 1979     MONUMENTED       GADT
 CL2098
 CL2098                          STATION DESCRIPTION
 CL2098
 CL2098'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2098'THE STATION IS APPROXIMATELY 4 MILES SOUTHEAST OF SOPERTON, 7 MILES
 CL2098'EAST OF LOTHAIR, AND 12-3/4 MILES WEST OF OAK PARK ON THE PROPERTY OF
 CL2098'MR. LARRY CALHOUN.  PERMISSION TO SET THE STATION AND REFERENCE MARK 1
 CL2098'GRANTED BY MR. J.A. CALHOUN WHO RESIDES IN A WHITE HOUSE WITH METAL
 CL2098'ROOF AT THE STATION SITE.
 CL2098'
 CL2098'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 227 AND STATE
 CL2098'ROUTE 46 LOCATED APPROXIMATELY 3 MILES EAST OF SOPERTON, GO EAST ALONG
 CL2098'STATE ROUTE 46 FOR 0.95 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 169
 CL2098'(POSTED AS 92315) CROSSING AT THE COMMUNITY OF ZAIDEE.  TURN RIGHT
 CL2098'GOING SOUTH ALONG COUNTY ROAD 169 FOR 1.8 MILES TO THE JUNCTION OF
 CL2098'PAVED COUNTY ROAD 139 TO THE RIGHT.  CONTINUE GOING SOUTH ALONG COUNTY
 CL2098'ROAD 169 FOR 0.65 MILE TO A DIRT DRIVEWAY TO THE RIGHT.  TURN RIGHT
 CL2098'GOING WEST THEN NORTH FOR 0.25 MILE TO MR. J.A. CALHOUNS RESIDENCE ON
 CL2098'THE LEFT AND THE STATION ON THE LEFT.
 CL2098'
 CL2098'THE STATION IS LOCATED 17 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2098'DRIVEWAY, 71 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 8.5 FEET
 CL2098'SOUTHEAST OF A 26 INCH CHINABERRY TREE, AND 61.8 FEET NORTHEAST OF A
 CL2098'POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED---140-209 1979
 CL2098'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2098'WITH THE SURFACE POF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2098'
 CL2098'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2098'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2081 ***********************************************************************
 CL2081  DESIGNATION -  BV 140 210 GADT
 CL2081  PID         -  CL2081
 CL2081  STATE/COUNTY-  GA/TREUTLEN
 CL2081  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2081
 CL2081                         *CURRENT SURVEY CONTROL
 CL2081  ___________________________________________________________________
 CL2081* NAD 83(1994)-  32 22 47.52836(N)    082 33 11.18028(W)     ADJUSTED  
 CL2081* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 CL2081  ___________________________________________________________________
 CL2081  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CL2081  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CL2081
 CL2081  HORZ ORDER  -  SECOND
 CL2081
 CL2081.The horizontal coordinates were established by classical geodetic methods
 CL2081.and adjusted by the National Geodetic Survey in September 1997..
 CL2081
 CL2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2081
 CL2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2081
 CL2081.The geoid height was determined by GEOID03.
 CL2081
 CL2081;                    North         East     Units Scale Factor Converg.
 CL2081;SPC GA E     -   263,902.043   163,639.038   MT  0.99991630   -0 12 25.0
 CL2081;SPC GA E     -   865,818.62    536,872.41   sFT  0.99991630   -0 12 25.0
 CL2081;UTM  17      - 3,583,603.151   353,901.228   MT  0.99986322   -0 49 54.8
 CL2081
 CL2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2081!SPC GA E     -   0.99998868  x   0.99991630  =   0.99990498
 CL2081!UTM  17      -   0.99998868  x   0.99986322  =   0.99985190
 CL2081
 CL2081|---------------------------------------------------------------------|
 CL2081| PID    Reference Object                     Distance      Geod. Az  |
 CL2081|                                                           dddmmss.s |
 CL2081| CL2080 BV 140 210 GADT RM 1                 25.826 METERS 10833     |
 CL2081| CL2075 BV 140 210 GADT AZ MK               APPROX. 1.1 KM 1083802.7 |
 CL2081| CL2082 BV 140 210 GADT TPT                  15.426 METERS 19802     |
 CL2081|---------------------------------------------------------------------|
 CL2081
 CL2081                          SUPERSEDED SURVEY CONTROL
 CL2081
 CL2081  NAD 83(1986)-  32 22 47.53113(N)    082 33 11.17707(W) AD(       ) 2
 CL2081  NAD 27      -  32 22 46.92007(N)    082 33 11.69676(W) AD(       ) 2
 CL2081  NGVD 29 (07/19/86)  101.     (m)          331.     (f) VERT ANG       
 CL2081
 CL2081.Superseded values are not recommended for survey control.
 CL2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2081.See file dsdata.txt to determine how the superseded data were derived.
 CL2081
 CL2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5390183603(NAD 83)
 CL2081_MARKER: DD = SURVEY DISK
 CL2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2081+STABILITY: SURFACE MOTION
 CL2081
 CL2081  HISTORY     - Date     Condition        Report By
 CL2081  HISTORY     - 1979     MONUMENTED       GADT
 CL2081
 CL2081                          STATION DESCRIPTION
 CL2081
 CL2081'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2081'THE STATION IS APPROXIMATELY 2 MILES EAST OF SOPERTON, 4 MILES NORTH
 CL2081'OF TARRYTOWN, AND 14 MILES WEST OF OAK PARK ON STATE RIGHT OF WAY.
 CL2081'
 CL2081'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 227 AND STATE
 CL2081'ROUTE 46 LOCATED APPROXIMATELY 3 MILES EAST OF SOPERTON, GO WEST ALONG
 CL2081'STATE ROUTE 46 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CL2081'
 CL2081'THE STATION IS LOCATED 46 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2081'STATE ROUTE 46, 159.0 FEET EAST-SOUTHEAST OF A POWER POLE, 189.4 FEET
 CL2081'SOUTHEAST OF A HIGHWAY SIGN ON THE NORTH SIDE OF THE HIGHWAY
 CL2081'INDICATING A ROAD TURNING LEFT, AND 4.0 FEET NORTH-NORTHEAST OF A
 CL2081'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2081'STAMPED---140-210 1979---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2081'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2081'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2081'STAMPED---140-210 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2081'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.
 CL2081'
 CL2081'REFERENCE MARK 1 IS LOCATED 46 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL2081'OF STATE ROUTE 46, 81.9 FEET WEST-NORTHWEST OF A POWER POLE, AND 4.4
 CL2081'FEET NORTH-NORTHEAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A
 CL2081'STANDARD DISK STAMPED---140-210 1979 RM 1---, SET IN THE TOP OF A 10
 CL2081'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND
 CL2081'WITH STEEL RODS EMBEDDED.
 CL2081'
 CL2081'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 227 AND
 CL2081'STATE ROUTE 46, GO EAST ALONG STATE ROUTE 46 FOR 0.1 MILE TO THE
 CL2081'AZIMUTH MARK ON THE RIGHT.  IT IS LOCATED 44.5 FEET SOUTH-SOUTHWEST OF
 CL2081'THE CENTERLINE OF THE HIGHWAY, 43.4 FEET EAST OF A POWER POLE AT THE
 CL2081'CORNER OF A FENCE, 97.8 FEET SOUTH OF A TELEPHONE POLE ON THE NORTH
 CL2081'SIDE OF THE HIGHWAY, AND 7.1 FEET NORTH OF A WITNESS POST SET AT THE
 CL2081'FENCELINE.  IT IS A STANDARD DISK STAMPED---140-210 1979 AZ MK---, SET
 CL2081'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2081'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2081'
 CL2081'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2081'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2075 ***********************************************************************
 CL2075  DESIGNATION -  BV 140 210 GADT AZ MK
 CL2075  PID         -  CL2075
 CL2075  STATE/COUNTY-  GA/TREUTLEN
 CL2075  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2075
 CL2075                         *CURRENT SURVEY CONTROL
 CL2075  ___________________________________________________________________
 CL2075* NAD 83(1994)-  32 22 36.53691(N)    082 32 32.77430(W)     ADJUSTED  
 CL2075* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL2075  ___________________________________________________________________
 CL2075  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CL2075  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CL2075
 CL2075  HORZ ORDER  -  SECOND
 CL2075
 CL2075.The horizontal coordinates were established by classical geodetic methods
 CL2075.and adjusted by the National Geodetic Survey in September 1997..
 CL2075
 CL2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2075
 CL2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2075
 CL2075.The geoid height was determined by GEOID03.
 CL2075
 CL2075;                    North         East     Units Scale Factor Converg.
 CL2075;SPC GA E     -   263,559.921   164,641.664   MT  0.99991541   -0 12 04.4
 CL2075;SPC GA E     -   864,696.17    540,161.86   sFT  0.99991541   -0 12 04.4
 CL2075;UTM  17      - 3,583,250.132   354,900.008   MT  0.99985963   -0 49 33.9
 CL2075
 CL2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2075!SPC GA E     -   0.99998915  x   0.99991541  =   0.99990456
 CL2075!UTM  17      -   0.99998915  x   0.99985963  =   0.99984878
 CL2075
 CL2075                          SUPERSEDED SURVEY CONTROL
 CL2075
 CL2075  NAD 83(1986)-  32 22 36.53973(N)    082 32 32.77109(W) AD(       ) 2
 CL2075  NAD 27      -  32 22 35.92843(N)    082 32 33.29184(W) AD(       ) 2
 CL2075  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL2075
 CL2075.Superseded values are not recommended for survey control.
 CL2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2075.See file dsdata.txt to determine how the superseded data were derived.
 CL2075
 CL2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5490083250(NAD 83)
 CL2075_MARKER: DD = SURVEY DISK
 CL2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2075+STABILITY: SURFACE MOTION
 CL2075
 CL2075  HISTORY     - Date     Condition        Report By
 CL2075  HISTORY     - 1979     MONUMENTED       GADT
 CL2075
 CL2075                          STATION DESCRIPTION
 CL2075
 CL2075'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2075'THE STATION IS APPROXIMATELY 2-3/4 MILES EAST OF SOPERTON, 4 MILES
 CL2075'NORTH OF TARRYTOWN, AND 13-1/4 MILES WEST OF OAK PARK ON STATE RIGHT
 CL2075'OF WAY.
 CL2075'
 CL2075'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 227 AND STATE
 CL2075'ROUTE 46 APPROXIMATELY 3 MILES EAST OF SOPERTON, GO EAST ALONG STATE
 CL2075'ROUTE 46 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CL2075'
 CL2075'THE STATION IS LOCATED 44.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2075'THE HIGHWAY, 43.4 FEET EAST OF A POWER POLE AT THE CORNER OF A FENCE,
 CL2075'97.8 FEET SOUTH OF A TELEPHONE POLE ON THE NORTH SIDE OF THE
 CL2075'HIGHWAY, AND 7.1 FEET NORTH OF A WITNESS POST SET AT THE FENCELINE.
 CL2075'IT IS A STANDARD BRASS DISK STAMPED---140-210 1979 AZ MK---, SET IN
 CL2075'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2075'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2075'
 CL2075'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2075'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2080 ***********************************************************************
 CL2080  DESIGNATION -  BV 140 210 GADT RM 1
 CL2080  PID         -  CL2080
 CL2080  STATE/COUNTY-  GA/TREUTLEN
 CL2080  USGS QUAD   -  SOPERTON NORTH (1985)
 CL2080
 CL2080                         *CURRENT SURVEY CONTROL
 CL2080  ___________________________________________________________________
 CL2080* NAD 83(1994)-  32 22 47.26161(N)    082 33 10.24360(W)     ADJUSTED  
 CL2080* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 CL2080  ___________________________________________________________________
 CL2080  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CL2080  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CL2080
 CL2080  HORZ ORDER  -  SECOND
 CL2080
 CL2080.The horizontal coordinates were established by classical geodetic methods
 CL2080.and adjusted by the National Geodetic Survey in September 1997..
 CL2080
 CL2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2080
 CL2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2080
 CL2080.The geoid height was determined by GEOID03.
 CL2080
 CL2080;                    North         East     Units Scale Factor Converg.
 CL2080;SPC GA E     -   263,893.739   163,663.491   MT  0.99991628   -0 12 24.5
 CL2080;SPC GA E     -   865,791.38    536,952.64   sFT  0.99991628   -0 12 24.5
 CL2080;UTM  17      - 3,583,594.580   353,925.587   MT  0.99986313   -0 49 54.3
 CL2080
 CL2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2080!SPC GA E     -   0.99998883  x   0.99991628  =   0.99990512
 CL2080!UTM  17      -   0.99998883  x   0.99986313  =   0.99985197
 CL2080
 CL2080                          SUPERSEDED SURVEY CONTROL
 CL2080
 CL2080  NAD 83(1986)-  32 22 47.26438(N)    082 33 10.24039(W) AD(       ) 2
 CL2080  NAD 27      -  32 22 46.65332(N)    082 33 10.76010(W) AD(       ) 2
 CL2080  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG       
 CL2080
 CL2080.Superseded values are not recommended for survey control.
 CL2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2080.See file dsdata.txt to determine how the superseded data were derived.
 CL2080
 CL2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5392683595(NAD 83)
 CL2080_MARKER: DD = SURVEY DISK
 CL2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2080+STABILITY: SURFACE MOTION
 CL2080
 CL2080  HISTORY     - Date     Condition        Report By
 CL2080  HISTORY     - 1979     MONUMENTED       GADT
 CL2080
 CL2080                          STATION DESCRIPTION
 CL2080
 CL2080'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2080'THE STATION IS APPROXIMATELY 2 MILES EAST OF SOPERTON, 4 MILES NORTH
 CL2080'OF TARRYTOWN, AND 14 MILES WEST OF OAK PARK ON STATE RIGHT OF WAY.
 CL2080'
 CL2080'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 227 AND STATE
 CL2080'ROUTE 46 LOCATED APPROXIMATELY 3 MILES EAST OF SOPERTON, GO WEST ALONG
 CL2080'STATE ROUTE 46 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CL2080'
 CL2080'THE STATION IS LOCATED 46 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CL2080'STATE ROUTE 46, 81.9 FEET WEST-NORTHWEST OF A POWER POLE, AND 4.4 FEET
 CL2080'NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 CL2080'STANDARD BRASS DISK STAMPED---140-210 1979 RM 1---, SET IN THE TOP OF
 CL2080'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2080'GROUND WITH STEEL RODS EMBEDDED.
 CL2080'
 CL2080'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2080'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2068 ***********************************************************************
 CL2068  DESIGNATION -  BV 140 211 GADT
 CL2068  PID         -  CL2068
 CL2068  STATE/COUNTY-  GA/TREUTLEN
 CL2068  USGS QUAD   -  COVENA (1985)
 CL2068
 CL2068                         *CURRENT SURVEY CONTROL
 CL2068  ___________________________________________________________________
 CL2068* NAD 83(1994)-  32 24 31.72926(N)    082 25 37.63953(W)     ADJUSTED  
 CL2068* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL2068  ___________________________________________________________________
 CL2068  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 CL2068  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL2068
 CL2068  HORZ ORDER  -  SECOND
 CL2068
 CL2068.The horizontal coordinates were established by classical geodetic methods
 CL2068.and adjusted by the National Geodetic Survey in September 1997..
 CL2068
 CL2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2068
 CL2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2068
 CL2068.The geoid height was determined by GEOID03.
 CL2068
 CL2068;                    North         East     Units Scale Factor Converg.
 CL2068;SPC GA E     -   267,075.684   175,500.989   MT  0.99990740   -0 08 22.5
 CL2068;SPC GA E     -   876,230.81    575,789.49   sFT  0.99990740   -0 08 22.5
 CL2068;UTM  17      - 3,586,646.967   365,796.277   MT  0.99982210   -0 45 54.0
 CL2068
 CL2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2068!SPC GA E     -   0.99999107  x   0.99990740  =   0.99989847
 CL2068!UTM  17      -   0.99999107  x   0.99982210  =   0.99981317
 CL2068
 CL2068:                Primary Azimuth Mark                     Grid Az
 CL2068:SPC GA E     -  BV 140 211 GADT AZ MK                    012 50 45.5
 CL2068:UTM  17      -  BV 140 211 GADT AZ MK                    013 28 17.0
 CL2068
 CL2068|---------------------------------------------------------------------|
 CL2068| PID    Reference Object                     Distance      Geod. Az  |
 CL2068|                                                           dddmmss.s |
 CL2068| CL2065 BV 140 211 GADT AZ MK               APPROX. 0.6 KM 0124223.0 |
 CL2068| CL2066 BV 140 211 GADT RM 1                 26.760 METERS 02248     |
 CL2068| CL2067 BV 140 211 GADT AZ TPT               11.854 METERS 05608     |
 CL2068|---------------------------------------------------------------------|
 CL2068
 CL2068                          SUPERSEDED SURVEY CONTROL
 CL2068
 CL2068  NAD 83(1986)-  32 24 31.73316(N)    082 25 37.63688(W) AD(       ) 2
 CL2068  NAD 27      -  32 24 31.12636(N)    082 25 38.16905(W) AD(       ) 2
 CL2068  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL2068
 CL2068.Superseded values are not recommended for survey control.
 CL2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2068.See file dsdata.txt to determine how the superseded data were derived.
 CL2068
 CL2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6579686647(NAD 83)
 CL2068_MARKER: DD = SURVEY DISK
 CL2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2068+STABILITY: SURFACE MOTION
 CL2068
 CL2068  HISTORY     - Date     Condition        Report By
 CL2068  HISTORY     - 1979     MONUMENTED       GADT
 CL2068
 CL2068                          STATION DESCRIPTION
 CL2068
 CL2068'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2068'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES SOUTH OF COVENA,
 CL2068'7-1/4 MILES WEST-NORTHWEST OF OAK PARK, AND 7-1/2 MILES SOUTHWEST OF
 CL2068'NUNEZ ON COUNTY RIGHT OF WAY.
 CL2068'
 CL2068'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2068'ROUTE 86 APPROXIMATELY 5-1/2 MILES WEST-NORTHWEST OF OAK PARK, GO
 CL2068'NORTH TO WEST-NORTHWEST ALONG STATE ROUTE 86 FOR 2.0 MILES TO THE
 CL2068'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING WEST ALONG STATE ROUTE 86
 CL2068'FOR 0.25 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 37 TO THE LEFT.
 CL2068'TURN LEFT GOING SOUTH ALONG COUNTY ROAD 37 FOR 0.5 MILE TO THE STATION
 CL2068'ON THE RIGHT.
 CL2068'
 CL2068'THE STATION IS LOCATED 17 FEET WEST OF THE CENTERLINE OF THE ROAD,
 CL2068'15.2 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 37.0 FEET
 CL2068'WEST-SOUTHWEST FROM THE TERMINAL POST OF A FENCELINE ON THE EAST SIDE
 CL2068'OF THE ROAD, 119.7 FEET NORTH-NORTHWEST OF A POWER POLE WITH
 CL2068'TRANSFORMER ON THE EAST SIDE OF THE ROAD AT A HOUSE TRAILER, AND 2.0
 CL2068'FEET EAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD
 CL2068'BRASS DISK STAMPED---140-211 1979---, SET IN THE TOP OF A 10 INCH
 CL2068'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2068'STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2068'STAMPED---140-211 1979---, SET IN AN IRREGULAR MASS OF CONCRETE
 CL2068'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 CL2068'
 CL2068'REFERENCE MARK 1 IS LOCATED 14.5 FEET EAST OF THE CENTERLINE OF THE
 CL2068'ROAD, 75.5 FEET NORTH OF THE ENDING POST OF THE FENCELINE, 102.6 FEET
 CL2068'NORTH-NORTHEAST OF THE UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 CL2068'WEST SIDE OF THE ROAD, 133.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CL2068'CORNER OF A SMALL BARN WITH TIN ROOF BEHIND THE HOUSE TRAILER, 190.4
 CL2068'FEET NORTH OF THE POWER POLE WITH TRANSFORMER, AND 1.7 FEET WEST OF A
 CL2068'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 CL2068'STAMPED---140-211 1979 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2068'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2068'STEEL RODS EMBEDDED.
 CL2068'
 CL2068'THE AZIMUTH MARK IS LOCATED 28 FEET NORTH OF THE CENTERLINE OF THE
 CL2068'HIGHWAY, 186.6 FEET EAST OF A POWER POLE, 212.0 FEET WEST OF A
 CL2068'TELEPHONE POLE, 203.5 FEET EAST-NORTHEAST OF A POWER POLE WITH A
 CL2068'TRANSFORMER ON THE SOUTH SIDE OF THE HIGHWAY, AND 2.8 FEET SOUTH OF A
 CL2068'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL2068'STAMPED---140-211 1979 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2068'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2068'STEEL RODS EMBEDDED.
 CL2068'
 CL2068'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2068'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2065 ***********************************************************************
 CL2065  DESIGNATION -  BV 140 211 GADT AZ MK
 CL2065  PID         -  CL2065
 CL2065  STATE/COUNTY-  GA/TREUTLEN
 CL2065  USGS QUAD   -  COVENA (1985)
 CL2065
 CL2065                         *CURRENT SURVEY CONTROL
 CL2065  ___________________________________________________________________
 CL2065* NAD 83(1994)-  32 24 50.48321(N)    082 25 32.65447(W)     ADJUSTED  
 CL2065* NAVD 88     -        84.     (meters)     276.     (feet)  VERTCON   
 CL2065  ___________________________________________________________________
 CL2065  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 CL2065  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CL2065
 CL2065  HORZ ORDER  -  SECOND
 CL2065
 CL2065.The horizontal coordinates were established by classical geodetic methods
 CL2065.and adjusted by the National Geodetic Survey in September 1997..
 CL2065
 CL2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2065
 CL2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2065
 CL2065.The geoid height was determined by GEOID03.
 CL2065
 CL2065;                    North         East     Units Scale Factor Converg.
 CL2065;SPC GA E     -   267,653.007   175,632.641   MT  0.99990732   -0 08 19.9
 CL2065;SPC GA E     -   878,124.91    576,221.42   sFT  0.99990732   -0 08 19.9
 CL2065;UTM  17      - 3,587,222.769   365,934.211   MT  0.99982164   -0 45 51.7
 CL2065
 CL2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2065!SPC GA E     -   0.99999139  x   0.99990732  =   0.99989871
 CL2065!UTM  17      -   0.99999139  x   0.99982164  =   0.99981303
 CL2065
 CL2065                          SUPERSEDED SURVEY CONTROL
 CL2065
 CL2065  NAD 83(1986)-  32 24 50.48709(N)    082 25 32.65187(W) AD(       ) 2
 CL2065  NAD 27      -  32 24 49.88083(N)    082 25 33.18423(W) AD(       ) 2
 CL2065  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 CL2065
 CL2065.Superseded values are not recommended for survey control.
 CL2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2065.See file dsdata.txt to determine how the superseded data were derived.
 CL2065
 CL2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6593487223(NAD 83)
 CL2065_MARKER: DD = SURVEY DISK
 CL2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2065+STABILITY: SURFACE MOTION
 CL2065
 CL2065  HISTORY     - Date     Condition        Report By
 CL2065  HISTORY     - 1979     MONUMENTED       GADT
 CL2065
 CL2065                          STATION DESCRIPTION
 CL2065
 CL2065'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2065'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES SOUTH-SOUTHEAST OF
 CL2065'COVENA, 7-1/2 MILES WEST-NORTHWEST OF OAK PARK, AND 7 MILES SOUTHWEST
 CL2065'OF NUNEZ ON STATE RIGHT OF WAY.
 CL2065'
 CL2065'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 46 AND STATE
 CL2065'ROUTE 86 APPROXIMATELY 5-1/2 MILES WEST-NORTHWEST OF OAK PARK, GO
 CL2065'NORTH TO WEST-NORTHWEST ALONG STATE ROUTE 86 FOR 2.0 MILES TO THE
 CL2065'STATION ON THE RIGHT.
 CL2065'
 CL2065'THE STATION IS LOCATED 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CL2065'186.6 FEET EAST OF A POWER POLE, 212.0 FEET WEST OF A TELEPHONE POLE,
 CL2065'203.5 FEET EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER ON THE
 CL2065'SOUTH SIDE OF THE HIGHWAY, AND 2.8 FEET SOUTH OF A WITNESS POST SET AT
 CL2065'A FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---140-211 1979
 CL2065'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2065'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2065'
 CL2065'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2065'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2066 ***********************************************************************
 CL2066  DESIGNATION -  BV 140 211 GADT RM 1
 CL2066  PID         -  CL2066
 CL2066  STATE/COUNTY-  GA/TREUTLEN
 CL2066  USGS QUAD   -  COVENA (1985)
 CL2066
 CL2066                         *CURRENT SURVEY CONTROL
 CL2066  ___________________________________________________________________
 CL2066* NAD 83(1994)-  32 24 32.53013(N)    082 25 37.24280(W)     ADJUSTED  
 CL2066* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CL2066  ___________________________________________________________________
 CL2066  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CL2066  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CL2066
 CL2066  HORZ ORDER  -  SECOND
 CL2066
 CL2066.The horizontal coordinates were established by classical geodetic methods
 CL2066.and adjusted by the National Geodetic Survey in September 1997..
 CL2066
 CL2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2066
 CL2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2066
 CL2066.The geoid height was determined by GEOID03.
 CL2066
 CL2066;                    North         East     Units Scale Factor Converg.
 CL2066;SPC GA E     -   267,100.326   175,511.415   MT  0.99990739   -0 08 22.3
 CL2066;SPC GA E     -   876,311.65    575,823.70   sFT  0.99990739   -0 08 22.3
 CL2066;UTM  17      - 3,586,671.492   365,806.971   MT  0.99982206   -0 45 53.8
 CL2066
 CL2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2066!SPC GA E     -   0.99999107  x   0.99990739  =   0.99989846
 CL2066!UTM  17      -   0.99999107  x   0.99982206  =   0.99981313
 CL2066
 CL2066                          SUPERSEDED SURVEY CONTROL
 CL2066
 CL2066  NAD 83(1986)-  32 24 32.53402(N)    082 25 37.24015(W) AD(       ) 2
 CL2066  NAD 27      -  32 24 31.92725(N)    082 25 37.77234(W) AD(       ) 2
 CL2066  NGVD 29 (07/19/86)   86.     (m)          282.     (f) VERT ANG       
 CL2066
 CL2066.Superseded values are not recommended for survey control.
 CL2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2066.See file dsdata.txt to determine how the superseded data were derived.
 CL2066
 CL2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6580786671(NAD 83)
 CL2066_MARKER: DD = SURVEY DISK
 CL2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2066+STABILITY: SURFACE MOTION
 CL2066
 CL2066  HISTORY     - Date     Condition        Report By
 CL2066  HISTORY     - 1979     MONUMENTED       GADT
 CL2066
 CL2066                          STATION DESCRIPTION
 CL2066
 CL2066'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1979 (WRN)
 CL2066'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES SOUTH OF COVENA,
 CL2066'7-1/4 MILES WEST-NORTHWEST OF OAK PARK, AND 7-1/2 MILES SOUTHWEST OF
 CL2066'NUNEZ ON COUNTY RIGHT OF WAY.
 CL2066'
 CL2066'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 86 AND STATE
 CL2066'ROUTE 46 APPROXIMATELY 5-1/2 MILES WEST-NORTHWEST OF OAK PARK, GO
 CL2066'NORTH TO WEST-NORTHWEST ALONG STATE ROUTE 86 FOR 2.25 MILES TO THE
 CL2066'JUNCTION OF DIRT COUNTY ROAD 37 TO THE LEFT.  TURN LEFT GOING SOUTH
 CL2066'ALONG COUNTY ROAD 37 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 CL2066'
 CL2066'THE STATION IS LOCATED 14.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL2066'75.5 FEET NORTH OF THE TERMINAL POST OF A FENCELINE, 102.6 FEET
 CL2066'NORTH-NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE WEST
 CL2066'SIDE OF THE ROAD, 133.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 CL2066'OF A SMALL BARN WITH TIN ROOF ON THE EAST SIDE OF A WHITE AND CREAM
 CL2066'COLORED HOUSE TRAILER, 190.4 FEET NORTH OF A POWER POLE WITH
 CL2066'TRANSFORMER AT THE TRAILER, AND 1.7 FEET WEST OF A WITNESS POST SET AT
 CL2066'THE FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---140-211 1979
 CL2066'RM 1---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2066'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2066'
 CL2066'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2066'FROM--GENERAL HIGHWAY MAP TREUTLEN COUNTY 1978 REVISED FEB 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3091 ***********************************************************************
 DG3091  DESIGNATION -  BV 141 200
 DG3091  PID         -  DG3091
 DG3091  STATE/COUNTY-  GA/TROUP
 DG3091  USGS QUAD   -  HOGANSVILLE (1982)
 DG3091
 DG3091                         *CURRENT SURVEY CONTROL
 DG3091  ___________________________________________________________________
 DG3091* NAD 83(1994)-  33 11 13.96308(N)    084 53 24.32209(W)     ADJUSTED  
 DG3091* NAVD 88     -       244.     (meters)     801.     (feet)  VERTCON   
 DG3091  ___________________________________________________________________
 DG3091  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DG3091  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG3091
 DG3091  HORZ ORDER  -  SECOND
 DG3091
 DG3091.The horizontal coordinates were established by classical geodetic methods
 DG3091.and adjusted by the National Geodetic Survey in September 1997..
 DG3091
 DG3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3091
 DG3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3091
 DG3091.The geoid height was determined by GEOID03.
 DG3091
 DG3091;                    North         East     Units Scale Factor Converg.
 DG3091;SPC GA W     -   353,595.372   632,542.975   MT  0.99995609   -0 23 45.6
 DG3091;SPC GA W     - 1,160,087.48  2,075,268.08   sFT  0.99995609   -0 23 45.6
 DG3091;UTM  16      - 3,674,024.581   696,699.701   MT  1.00007706   +1 09 19.0
 DG3091
 DG3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3091!SPC GA W     -   0.99996625  x   0.99995609  =   0.99992234
 DG3091!UTM  16      -   0.99996625  x   1.00007706  =   1.00004331
 DG3091
 DG3091:                Primary Azimuth Mark                     Grid Az
 DG3091:SPC GA W     -  BV 141 200 AZ MK                         133 47 53.9
 DG3091:UTM  16      -  BV 141 200 AZ MK                         132 14 49.3
 DG3091
 DG3091|---------------------------------------------------------------------|
 DG3091| PID    Reference Object                     Distance      Geod. Az  |
 DG3091|                                                           dddmmss.s |
 DG3091| CY9729 BV 141 200 AZ MK                                   1332408.3 |
 DG3091| DG3093 BV 141 200 GADT 1973 PTA             16.764 METERS 14543     |
 DG3091|---------------------------------------------------------------------|
 DG3091
 DG3091                          SUPERSEDED SURVEY CONTROL
 DG3091
 DG3091  NAD 83(1994)-  33 11 13.96575(N)    084 53 24.32289(W) AD(       ) 2
 DG3091  NAD 83(1986)-  33 11 13.96845(N)    084 53 24.31991(W) AD(       ) 2
 DG3091  NAD 27      -  33 11 13.53394(N)    084 53 24.55304(W) AD(       ) 2
 DG3091  NGVD 29 (07/19/86)  244.     (m)          801.     (f) VERT ANG       
 DG3091
 DG3091.Superseded values are not recommended for survey control.
 DG3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3091.See file dsdata.txt to determine how the superseded data were derived.
 DG3091
 DG3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9670074025(NAD 83)
 DG3091_MARKER: DD = SURVEY DISK
 DG3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3091
 DG3091  HISTORY     - Date     Condition        Report By
 DG3091  HISTORY     - 1973     MONUMENTED       GADT
 DG3091
 DG3091                          STATION DESCRIPTION
 DG3091
 DG3091'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3091'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES NORTHEAST OF
 DG3091'HOGANSVILLE, 4-1/4 MILES SOUTHEAST OF CORINTH, AND 4-1/2 MILES
 DG3091'NORTHWEST OF LONE OAK ON THE PROPERTY OF DEWARD JACKSON.
 DG3091'
 DG3091'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 54
 DG3091'AND U.S. HIGHWAY 29 IN HOGANSVILLE, GO NORTH ON U.S. HIGHWAY 29
 DG3091'FOR 0.4 MILE TO THE JUNCTION OF STATE ROUTE 100 ON THE
 DG3091'LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 29 FOR 0.1 MILE TO A
 DG3091'RAILROAD CROSSING ON THE RIGHT.  TURN RIGHT, CROSSING THE
 DG3091'RAILROAD TRACKS AND IMMEDIATELY TURN RIGHT ONTO JOHNSON STREET
 DG3091'(COUNTY ROAD 31).  PROCEED SOUTHERLY FOR 0.05 MILE TO THE
 DG3091'JUNCTION OF ASKEW STREET (COUNTY ROAD 263) TO THE LEFT.  TURN
 DG3091'LEFT, PROCEEDING EAST ALONG ASKEW STREET FOR 0.9 MILE TO
 DG3091'BLUE CREEK BRIDGE.  AT THIS POINT ASKEW STREET BECOMES BLUE
 DG3091'CREEK ROAD (COUNTY ROAD 263).  CONTINUE ALONG BLUE CREEK
 DG3091'ROAD FOR 0.45 MILE TO THE JUNCTION OF CLUB DRIVE (COUNTY ROAD
 DG3091'264) TO THE LEFT.  CONTINUE AHEAD ON BLUE CREEK ROAD
 DG3091'FOR 0.05 MILE TO A DRIVEWAY TO THE JACKSON RESIDENCE ON THE LEFT.
 DG3091'TURN LEFT INTO THE DRIVEWAY PROCEEDING NORTHERLY TO THE JACKSON
 DG3091'RESIDENCE AND THE STATION.
 DG3091'
 DG3091'THE STATION IS LOCATED 56.9 FEET EAST OF THE EAST CORNER OF THE
 DG3091'JACKSON RESIDENCE, 63.5 FEET EAST OF THE SOUTH CORNER OF THE
 DG3091'JACKSON RESIDENCE, 40.1 FEET SOUTH OF A 10 INCH TWIN CEDAR TREE,
 DG3091'AND 59.0 FEET WEST OF THE CENTER OF AN IRON GATE.  IT IS A
 DG3091'STANDARD BRASS DISK STAMPED 141-200, SET IN THE TOP OF A 10 INCH
 DG3091'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3091'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3091'141-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 34
 DG3091'INCHES BELOW THE SURFACE OF THE GROUND.
 DG3091'
 DG3091'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BLUE CREEK ROAD
 DG3091'AND THE JOHNSON DRIVEWAY, GO EAST ALONG BLUE CREEK ROAD FOR 0.1
 DG3091'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 31.2 FEET SOUTH
 DG3091'OF THE CENTERLINE OF BLUE CREEK ROAD, 150.0 FEET EAST OF THE
 DG3091'CENTERLINE OF A DIRT ROAD LEADING SOUTH, 119.0 FEET SOUTHWEST
 DG3091'OF A TELEPHONE POLE, AND 67.6 FEET SOUTHEAST OF ANOTHER
 DG3091'TELEPHONE POLE.  IT IS A STANDARD DISK STAMPED 141-200 AZMK, SET
 DG3091'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3091'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3517 ***********************************************************************
 DG3517  DESIGNATION -  BV 141 201
 DG3517  PID         -  DG3517
 DG3517  STATE/COUNTY-  GA/TROUP
 DG3517  USGS QUAD   -  HILLCREST (1983)
 DG3517
 DG3517                         *CURRENT SURVEY CONTROL
 DG3517  ___________________________________________________________________
 DG3517* NAD 83(1994)-  33 11 16.93965(N)    085 00 58.87338(W)     ADJUSTED  
 DG3517* NAVD 88     -       236.     (meters)     774.     (feet)  VERTCON   
 DG3517  ___________________________________________________________________
 DG3517  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DG3517  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG3517
 DG3517  HORZ ORDER  -  SECOND
 DG3517
 DG3517.The horizontal coordinates were established by classical geodetic methods
 DG3517.and adjusted by the National Geodetic Survey in September 1997..
 DG3517
 DG3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3517
 DG3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3517
 DG3517.The geoid height was determined by GEOID03.
 DG3517
 DG3517;                    North         East     Units Scale Factor Converg.
 DG3517;SPC GA W     -   353,775.549   620,769.630   MT  0.99997737   -0 27 54.5
 DG3517;SPC GA W     - 1,160,678.61  2,036,641.69   sFT  0.99997737   -0 27 54.5
 DG3517;UTM  16      - 3,673,885.957   684,924.822   MT  1.00002165   +1 05 10.1
 DG3517
 DG3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3517!SPC GA W     -   0.99996753  x   0.99997737  =   0.99994490
 DG3517!UTM  16      -   0.99996753  x   1.00002165  =   0.99998918
 DG3517
 DG3517:                Primary Azimuth Mark                     Grid Az
 DG3517:SPC GA W     -  BV 141 201 AZ MK                         153 15 07.8
 DG3517:UTM  16      -  BV 141 201 AZ MK                         151 42 03.2
 DG3517
 DG3517|---------------------------------------------------------------------|
 DG3517| PID    Reference Object                     Distance      Geod. Az  |
 DG3517|                                                           dddmmss.s |
 DG3517| CY9730 BV 141 201 AZ MK                                   1524713.3 |
 DG3517| DG3518 BV 141 201 GADT 1973 PTA             29.069 METERS 22930     |
 DG3517|---------------------------------------------------------------------|
 DG3517
 DG3517                          SUPERSEDED SURVEY CONTROL
 DG3517
 DG3517  NAD 83(1994)-  33 11 16.94142(N)    085 00 58.87430(W) AD(       ) 2
 DG3517  NAD 83(1986)-  33 11 16.94490(N)    085 00 58.87095(W) AD(       ) 2
 DG3517  NAD 27      -  33 11 16.51034(N)    085 00 59.09126(W) AD(       ) 2
 DG3517  NGVD 29 (07/19/86)  236.     (m)          774.     (f) VERT ANG       
 DG3517
 DG3517.Superseded values are not recommended for survey control.
 DG3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3517.See file dsdata.txt to determine how the superseded data were derived.
 DG3517
 DG3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8492573886(NAD 83)
 DG3517_MARKER: DD = SURVEY DISK
 DG3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3517
 DG3517  HISTORY     - Date     Condition        Report By
 DG3517  HISTORY     - 1973     MONUMENTED       GADT
 DG3517
 DG3517                          STATION DESCRIPTION
 DG3517
 DG3517'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3517'THE STATION IS LOCATED APPROXIMATELY 10 MILES NORTHEAST OF
 DG3517'LA GRANGE, 6-1/2 MILES NORTHWEST OF HOGANSVILLE, AND 5-1/4 MILES
 DG3517'SOUTH OF CORINTH ON THE PROPERTY OF GROVER HOBBS.
 DG3517'
 DG3517'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO NORTH
 DG3517'ON U.S. HIGHWAY 27 FOR 4.2 MILES TO BEECH CREEK BRIDGE.  CONTINUE
 DG3517'NORTH ON U.S. HIGHWAY 27 FOR 1.0 MILE TO YELLOW JACKET CREEK
 DG3517'BRIDGE.  PROCEED NORTH ON U.S. HIGHWAY 27 FOR 1.0 MILE TO HILL
 DG3517'CREST ROAD (COUNTY ROAD 92098) TO THE LEFT.  CONTINUE NORTH ON
 DG3517'U.S. HIGHWAY 27 FOR 4.35 MILES TO THE JUNCTION OF STATE ROUTE
 DG3517'54 CROSSING.  TURN LEFT ON STATE ROUTE 54 PROCEEDING EAST FOR
 DG3517'0.55 MILE TO A DRIVEWAY WITH A LOCKED GATE AND SOME CHICKEN
 DG3517'HOUSES IN A PASTURE ON THE LEFT.  TURN LEFT, GOING THROUGH
 DG3517'THE GATE AND FOLLOWING A FIELD ROAD FOR 0.1 MILE TO THE
 DG3517'TERMINATION OF AN EAST-WEST FENCELINE ON THE LEFT.  PROCEED
 DG3517'NORTHWEST THROUGH A FIELD APPROXIMATELY 600 FEET TO THE TOP OF
 DG3517'A HILL AND THE STATION.
 DG3517'
 DG3517'THE STATION IS LOCATED AT THE HIGHEST POINT OF THE HILL, 180
 DG3517'FEET SOUTHEAST OF THE NEAREST POINT OF A WOODSLINE AND 4.6 FEET
 DG3517'EAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED 141-201,
 DG3517'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3517'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG3517'DISK STAMPED 141-201, SET APPROXIMATELY 32 INCHES BELOW THE
 DG3517'GROUND SURFACE.
 DG3517'
 DG3517'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 54
 DG3517'AND THE DRIVEWAY WITH THE LOCKED GATE, GO EAST FOR 0.2 MILE TO
 DG3517'THE MARK ON THE RIGHT.  THE MARK IS LOCATED 33.8 FEET SOUTH OF
 DG3517'THE CENTERLINE OF STATE ROUTE 54, 4.7 FEET EAST OF A POWER POLE,
 DG3517'9.5 FEET NORTH OF A FENCE, AND 49.5 FEET WEST OF A HIGHWAY
 DG3517'RIGHT-OF-WAY MARKER.  IT IS A STANDARD DISK STAMPED 141-201
 DG3517'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3517'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3522 ***********************************************************************
 DG3522  DESIGNATION -  BV 141 202
 DG3522  PID         -  DG3522
 DG3522  STATE/COUNTY-  GA/TROUP
 DG3522  USGS QUAD   -  HILLCREST (1983)
 DG3522
 DG3522                         *CURRENT SURVEY CONTROL
 DG3522  ___________________________________________________________________
 DG3522* NAD 83(1994)-  33 07 56.72760(N)    085 02 24.35781(W)     ADJUSTED  
 DG3522* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 DG3522  ___________________________________________________________________
 DG3522  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DG3522  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG3522
 DG3522  HORZ ORDER  -  SECOND
 DG3522
 DG3522.The horizontal coordinates were established by classical geodetic methods
 DG3522.and adjusted by the National Geodetic Survey in September 1997..
 DG3522
 DG3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3522
 DG3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3522
 DG3522.The geoid height was determined by GEOID03.
 DG3522
 DG3522;                    North         East     Units Scale Factor Converg.
 DG3522;SPC GA W     -   347,626.053   618,503.928   MT  0.99998186   -0 28 38.7
 DG3522;SPC GA W     - 1,140,503.14  2,029,208.30   sFT  0.99998186   -0 28 38.7
 DG3522;UTM  16      - 3,667,677.190   682,826.221   MT  1.00001214   +1 04 17.5
 DG3522
 DG3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3522!SPC GA W     -   0.99996658  x   0.99998186  =   0.99994844
 DG3522!UTM  16      -   0.99996658  x   1.00001214  =   0.99997872
 DG3522
 DG3522|---------------------------------------------------------------------|
 DG3522| PID    Reference Object                     Distance      Geod. Az  |
 DG3522|                                                           dddmmss.s |
 DG3522| DG3519 BV 141 202 GADT 1973 PTA             23.075 METERS 09443     |
 DG3522| CY9731 BV 141 202 AZ MK                                   3570121.4 |
 DG3522|---------------------------------------------------------------------|
 DG3522
 DG3522                          SUPERSEDED SURVEY CONTROL
 DG3522
 DG3522  NAD 83(1994)-  33 07 56.72930(N)    085 02 24.35845(W) AD(       ) 2
 DG3522  NAD 83(1986)-  33 07 56.73293(N)    085 02 24.35538(W) AD(       ) 2
 DG3522  NAD 27      -  33 07 56.29362(N)    085 02 24.57463(W) AD(       ) 2
 DG3522  NGVD 29 (07/19/86)  242.     (m)          794.     (f) VERT ANG       
 DG3522
 DG3522.Superseded values are not recommended for survey control.
 DG3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3522.See file dsdata.txt to determine how the superseded data were derived.
 DG3522
 DG3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8282667677(NAD 83)
 DG3522_MARKER: DD = SURVEY DISK
 DG3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3522
 DG3522  HISTORY     - Date     Condition        Report By
 DG3522  HISTORY     - 1973     MONUMENTED       GADT
 DG3522
 DG3522                          STATION DESCRIPTION
 DG3522
 DG3522'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3522'THE STATION IS LOCATED APPROXIMATELY 9.0 MILES WEST OF HOGANSVILLE,
 DG3522'9.6 MILES SOUTH OF CORINTH, AND 6.7 MILES NORTH OF LA GRANGE ON THE
 DG3522'PROPERTY OF HARBOR, INC.
 DG3522'
 DG3522'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, PROCEED
 DG3522'NORTH ON U.S. 27 FOR 5.20 MILES TO THE YELLOW JACKET CREEK
 DG3522'BRIDGE.  CONTINUE NORTH ON U.S. 27 FOR 1.40 MILES TO HILL CREST
 DG3522'ROAD ON THE RIGHT.  CONTINUE AHEAD ON U.S. 27 FOR 0.25 MILE TO THE
 DG3522'HARBOR HOUSE AND THE STATION IN THE NORTHWEST CORNER OF THE YARD.
 DG3522'
 DG3522'THE STATION IS LOCATED 32.5 FEET SOUTH OF A 20 INCH OAK TREE,
 DG3522'154.5 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 37.5 FEET SOUTH
 DG3522'OF A WIRE FENCE AND 6.6 FEET EAST OF A WITNESS POST.  IT IS A
 DG3522'STANDARD BRASS DISK STAMPED 141-202, SET IN THE TOP OF A 10 INCH
 DG3522'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3522'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3522'141-202, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 33
 DG3522'INCHES BELOW THE SURFACE OF THE GROUND.
 DG3522'
 DG3522'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY TO THE HARBOR HOUSE,
 DG3522'GO ALONG U.S. 27 FOR 0.2 MILE TO THE MARK ON THE LEFT.  THE MARK
 DG3522'IS LOCATED 47.0 FEET WEST OF THE CENTERLINE OF U.S. 27, 44 FEET
 DG3522'SOUTHWEST OF THE WEST END OF A CULVERT PIPE UNDER U.S. 27, 19.7
 DG3522'FEET EAST OF A FENCE, AND 56.0 FEET NORTHEAST OF A 20 INCH MAPLE
 DG3522'TREE.  IT IS A STANDARD BRASS DISK STAMPED 141-202 AZMK, SET
 DG3522'IN A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3522'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3520 ***********************************************************************
 DG3520  DESIGNATION -  BV 141 203
 DG3520  PID         -  DG3520
 DG3520  STATE/COUNTY-  GA/TROUP
 DG3520  USGS QUAD   -  HILLCREST (1983)
 DG3520
 DG3520                         *CURRENT SURVEY CONTROL
 DG3520  ___________________________________________________________________
 DG3520* NAD 83(1994)-  33 08 29.43058(N)    085 05 20.83074(W)     ADJUSTED  
 DG3520* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 DG3520  ___________________________________________________________________
 DG3520  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DG3520  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3520
 DG3520  HORZ ORDER  -  SECOND
 DG3520
 DG3520.The horizontal coordinates were established by classical geodetic methods
 DG3520.and adjusted by the National Geodetic Survey in September 1997..
 DG3520
 DG3520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3520
 DG3520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3520
 DG3520.The geoid height was determined by GEOID03.
 DG3520
 DG3520;                    North         East     Units Scale Factor Converg.
 DG3520;SPC GA W     -   348,672.685   613,938.779   MT  0.99999129   -0 30 15.6
 DG3520;SPC GA W     - 1,143,936.97  2,014,230.81   sFT  0.99999129   -0 30 15.6
 DG3520;UTM  16      - 3,668,600.039   678,234.376   MT  0.99999169   +1 02 41.9
 DG3520
 DG3520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3520!SPC GA W     -   0.99997004  x   0.99999129  =   0.99996134
 DG3520!UTM  16      -   0.99997004  x   0.99999169  =   0.99996174
 DG3520
 DG3520:                Primary Azimuth Mark                     Grid Az
 DG3520:SPC GA W     -  BV 141 203 AZ MK                         180 28 07.6
 DG3520:UTM  16      -  BV 141 203 AZ MK                         178 55 10.1
 DG3520
 DG3520|---------------------------------------------------------------------|
 DG3520| PID    Reference Object                     Distance      Geod. Az  |
 DG3520|                                                           dddmmss.s |
 DG3520| CY9732 BV 141 203 AZ MK                                   1795752.0 |
 DG3520| DG3521 BV 141 203 GADT 1973 PTA             24.320 METERS 23506     |
 DG3520|---------------------------------------------------------------------|
 DG3520
 DG3520                          SUPERSEDED SURVEY CONTROL
 DG3520
 DG3520  NAD 83(1994)-  33 08 29.43199(N)    085 05 20.83171(W) AD(       ) 2
 DG3520  NAD 83(1986)-  33 08 29.43574(N)    085 05 20.82820(W) AD(       ) 2
 DG3520  NAD 27      -  33 08 28.99902(N)    085 05 21.04266(W) AD(       ) 2
 DG3520  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 DG3520
 DG3520.Superseded values are not recommended for survey control.
 DG3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3520.See file dsdata.txt to determine how the superseded data were derived.
 DG3520
 DG3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7823468600(NAD 83)
 DG3520_MARKER: DD = SURVEY DISK
 DG3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3520
 DG3520  HISTORY     - Date     Condition        Report By
 DG3520  HISTORY     - 1973     MONUMENTED       GADT
 DG3520
 DG3520                          STATION DESCRIPTION
 DG3520
 DG3520'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3520'THE STATION IS LOCATED APPROXIMATELY 5 MILES NORTHEAST OF ANTIOCH,
 DG3520'7-3/4 MILES NORTHWEST OF LA GRANGE, AND 10-1/2 MILES SOUTHEAST OF
 DG3520'HOGANSVILLE ON STATE RIGHT OF WAY.
 DG3520'
 DG3520'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO NORTH
 DG3520'ON STATE ROUTE 219 FOR 0.20 MILE TO THE INTERSECTION OF U.S. 29
 DG3520'AND STATE ROUTE 219.  CONTINUE ON STATE ROUTE 219, NORTH, FOR 4.0
 DG3520'MILES TO YELLOW JACKET CREEK.  CONTINUE NORTH ON STATE ROUTE 219
 DG3520'FOR 3.55 MILES TO THE CHATTAHOOCHEE RIVER AND THE AZIMUTH MARK
 DG3520'ON THE RIGHT.  CONTINUE AHEAD ON STATE ROUTE 219 FOR 0.60 MILE
 DG3520'TO THE STATION ON THE LEFT.
 DG3520'
 DG3520'THE STATION IS A STANDARD BRASS DISK STAMPED 141-203, SET IN THE
 DG3520'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DG3520'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3520'141-203, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 25
 DG3520'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 48 FEET
 DG3520'WEST OF THE CENTERLINE OF STATE ROUTE 219, 8.7 FEET EAST OF A
 DG3520'FENCE, 4.5 FEET SOUTH OF THE WITNESS POST, AND 16.0 FEET NORTH
 DG3520'OF A POWER POLE.
 DG3520'
 DG3520'THE AZIMUTH MARK IS A STANDARD BRASS DISK STAMPED 141-203 AZMK,
 DG3520'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3520'THE SURFACE OF THE GROUND.  IT IS LOCATED 7 FEET WEST OF A
 DG3520'POWER POLE, 289.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 DG3520'CHATTAHOCHEE RIVER BRIDGE, AND 124 FEET EAST OF THE CENTERLINE
 DG3520'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3098 ***********************************************************************
 DG3098  DESIGNATION -  BV 141 204
 DG3098  PID         -  DG3098
 DG3098  STATE/COUNTY-  GA/TROUP
 DG3098  USGS QUAD   -  HOGANSVILLE (1982)
 DG3098
 DG3098                         *CURRENT SURVEY CONTROL
 DG3098  ___________________________________________________________________
 DG3098* NAD 83(1994)-  33 12 26.13467(N)    084 55 23.35562(W)     ADJUSTED  
 DG3098* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 DG3098  ___________________________________________________________________
 DG3098  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DG3098  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3098
 DG3098  HORZ ORDER  -  SECOND
 DG3098
 DG3098.The horizontal coordinates were established by classical geodetic methods
 DG3098.and adjusted by the National Geodetic Survey in September 1997..
 DG3098
 DG3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3098
 DG3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3098
 DG3098.The geoid height was determined by GEOID03.
 DG3098
 DG3098;                    North         East     Units Scale Factor Converg.
 DG3098;SPC GA W     -   355,840.471   629,475.776   MT  0.99996130   -0 24 51.6
 DG3098;SPC GA W     - 1,167,453.28  2,065,205.11   sFT  0.99996130   -0 24 51.6
 DG3098;UTM  16      - 3,676,186.040   693,572.486   MT  1.00006201   +1 08 16.0
 DG3098
 DG3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3098!SPC GA W     -   0.99996285  x   0.99996130  =   0.99992415
 DG3098!UTM  16      -   0.99996285  x   1.00006201  =   1.00002486
 DG3098
 DG3098:                Primary Azimuth Mark                     Grid Az
 DG3098:SPC GA W     -  BV 141 204 AZ MK                         010 09 35.3
 DG3098:UTM  16      -  BV 141 204 AZ MK                         008 36 27.7
 DG3098
 DG3098|---------------------------------------------------------------------|
 DG3098| PID    Reference Object                     Distance      Geod. Az  |
 DG3098|                                                           dddmmss.s |
 DG3098| CY9733 BV 141 204 AZ MK                                   0094443.7 |
 DG3098| DG3068 LUTHERSVILLE FAA MICROWAVE          APPROX.12.4 KM 0982700.1 |
 DG3098|---------------------------------------------------------------------|
 DG3098
 DG3098                          SUPERSEDED SURVEY CONTROL
 DG3098
 DG3098  NAD 83(1994)-  33 12 26.13728(N)    084 55 23.35661(W) AD(       ) 2
 DG3098  NAD 83(1986)-  33 12 26.14002(N)    084 55 23.35346(W) AD(       ) 2
 DG3098  NAD 27      -  33 12 25.70219(N)    084 55 23.57887(W) AD(       ) 2
 DG3098  NGVD 29 (07/19/86)  265.7    (m)          872.     (f) VERT ANG       
 DG3098
 DG3098.Superseded values are not recommended for survey control.
 DG3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3098.See file dsdata.txt to determine how the superseded data were derived.
 DG3098
 DG3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9357276186(NAD 83)
 DG3098_MARKER: DD = SURVEY DISK
 DG3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3098
 DG3098  HISTORY     - Date     Condition        Report By
 DG3098  HISTORY     - 1973     MONUMENTED       GADT
 DG3098
 DG3098                          STATION DESCRIPTION
 DG3098
 DG3098'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3098'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTHWEST OF
 DG3098'HOGANSVILLE, 2 MILES SOUTHEAST OF CORINTH, AND 5-1/2 MILES SOUTHWEST
 DG3098'OF GRANTVILLE, ON THE PROPERTY OF WELCOME ALL BAPTIST CHURCH.
 DG3098'
 DG3098'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 29
 DG3098'AND STATE ROUTE 54 IN HOGANSVILLE, GO NORTH ON U.S. HIGHWAY 29
 DG3098'FOR 0.5 MILE TO ITS INTERSECTION WITH STATE ROUTE 100 TO THE
 DG3098'LEFT.  TURN LEFT, GOING WEST ON STATE ROUTE 100 FOR 2.25 MILES
 DG3098'TO THE JUNCTION OF GLOVER ROAD (COUNTY ROAD 271) ON THE LEFT.
 DG3098'TURN LEFT ONTO GLOVER ROAD, GOING SOUTH FOR 0.05 MILE TO THE
 DG3098'WELCOME ALL BAPTIST CHURCH AND THE STATION ON THE RIGHT.
 DG3098'
 DG3098'THE STATION IS LOCATED 2.5 FEET SOUTH OF A WITNESS POST SET AT
 DG3098'A CORNER FENCE POST, 41.6 FEET WEST OF THE CENTERLINE OF GLOVER
 DG3098'ROAD, 53.8 FEET NORTHEAST OF THE NORTHERNMOST NORTHEAST CORNER
 DG3098'OF THE WELCOME ALL BAPTIST CHURCH BUILDING, AND 48.5 FEET
 DG3098'NORTHEAST OF THE EASTERNMOST NORTHEAST CORNER OF THE CHURCH
 DG3098'BUILDING.  IT IS A STANDARD BRASS DISK STAMPED 141-204, SET IN
 DG3098'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3098'SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3098'141-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 33
 DG3098'INCHES BELOW THE SURFACE OF THE GROUND.
 DG3098'
 DG3098'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 DG3098'100 AND GLOVER ROAD, PROCEED WEST ON STATE ROUTE 100 FOR 0.05
 DG3098'MILE TO NORWOOD ROAD (COUNTY ROAD 269) TO THE RIGHT.  TURN RIGHT
 DG3098'ON NORWOOD ROAD, GOING NORTH FOR 0.05 MILE TO THE MARK ON THE
 DG3098'RIGHT.  IT IS LOCATED 37.0 FEET EAST OF THE CENTERLINE OF NORWOOD
 DG3098'ROAD, 35.0 FEET SOUTHWEST OF A PECAN TREE, AND 13.0 FEET
 DG3098'NORTHWEST OF A POWER POLE.  IT IS A STANDARD DISK STAMPED 141-204
 DG3098'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DG3098'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3096 ***********************************************************************
 DG3096  DESIGNATION -  BV 141 205
 DG3096  PID         -  DG3096
 DG3096  STATE/COUNTY-  GA/TROUP
 DG3096  USGS QUAD   -  HOGANSVILLE (1982)
 DG3096
 DG3096                         *CURRENT SURVEY CONTROL
 DG3096  ___________________________________________________________________
 DG3096* NAD 83(1994)-  33 09 43.04482(N)    084 56 22.84347(W)     ADJUSTED  
 DG3096* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 DG3096  ___________________________________________________________________
 DG3096  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 DG3096  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3096
 DG3096  HORZ ORDER  -  SECOND
 DG3096
 DG3096.The horizontal coordinates were established by classical geodetic methods
 DG3096.and adjusted by the National Geodetic Survey in September 1997..
 DG3096
 DG3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3096
 DG3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3096
 DG3096.The geoid height was determined by GEOID03.
 DG3096
 DG3096;                    North         East     Units Scale Factor Converg.
 DG3096;SPC GA W     -   350,827.627   627,898.134   MT  0.99996408   -0 25 22.3
 DG3096;SPC GA W     - 1,151,006.97  2,060,029.13   sFT  0.99996408   -0 25 22.3
 DG3096;UTM  16      - 3,671,131.842   692,130.980   MT  1.00005515   +1 07 38.5
 DG3096
 DG3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3096!SPC GA W     -   0.99996657  x   0.99996408  =   0.99993065
 DG3096!UTM  16      -   0.99996657  x   1.00005515  =   1.00002172
 DG3096
 DG3096:                Primary Azimuth Mark                     Grid Az
 DG3096:SPC GA W     -  BV 141 205 AZ MK                         269 15 14.2
 DG3096:UTM  16      -  BV 141 205 AZ MK                         267 42 13.4
 DG3096
 DG3096|---------------------------------------------------------------------|
 DG3096| PID    Reference Object                     Distance      Geod. Az  |
 DG3096|                                                           dddmmss.s |
 DG3096| CY9734 BV 141 205 AZ MK                                   2684951.9 |
 DG3096|---------------------------------------------------------------------|
 DG3096
 DG3096                          SUPERSEDED SURVEY CONTROL
 DG3096
 DG3096  NAD 83(1994)-  33 09 43.04704(N)    084 56 22.84460(W) AD(       ) 2
 DG3096  NAD 83(1986)-  33 09 43.05016(N)    084 56 22.84130(W) AD(       ) 2
 DG3096  NAD 27      -  33 09 42.60655(N)    084 56 23.07254(W) AD(       ) 2
 DG3096  NGVD 29 (07/19/86)  242.     (m)          794.     (f) VERT ANG       
 DG3096
 DG3096.Superseded values are not recommended for survey control.
 DG3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3096.See file dsdata.txt to determine how the superseded data were derived.
 DG3096
 DG3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9213171132(NAD 83)
 DG3096_MARKER: DD = SURVEY DISK
 DG3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3096
 DG3096  HISTORY     - Date     Condition        Report By
 DG3096  HISTORY     - 1973     MONUMENTED       GADT
 DG3096
 DG3096                          STATION DESCRIPTION
 DG3096
 DG3096'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3096'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES SOUTHWEST OF
 DG3096'HOGANSVILLE, 4-3/4 MILES SOUTH OF CORINTH, AND 10 MILES EAST OF
 DG3096'LA GRANGE ON THE RIGHT OF WAY OF THE GEORGIA POWER COMPANY.
 DG3096'
 DG3096'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 54 AND
 DG3096'U.S. HIGHWAY 29 IN HOGANSVILLE, GO SOUTH ON U.S. HIGHWAY 29 FOR
 DG3096'0.7 MILE TO THE JUNCTION OF MOBLEY BRIDGE ROAD (COUNTY ROAD
 DG3096'52098) ON THE RIGHT.  TURN RIGHT, GOING WEST ON MOBLEY BRIDGE
 DG3096'ROAD FOR 1.4 MILES TO THE JUNCTION OF HIGHTOWER ROAD (COUNTY
 DG3096'ROAD 265) TO THE LEFT.  TURN LEFT, GOING SOUTHWESTERLY ON
 DG3096'HIGHTOWER ROAD FOR 0.2 MILE TO THE JUNCTION OF A WOODS ROAD ON
 DG3096'THE RIGHT.  TURN RIGHT ON THE WOODS ROAD, GOING WEST FOR
 DG3096'APPROXIMATELY 200 FEET TO A POWER LINE AND THE STATION ON THE
 DG3096'RIGHT.
 DG3096'
 DG3096'THE STATION IS LOCATED 4.8 FEET WEST-SOUTHWEST OF A WITNESS POST,
 DG3096'82.0 FEET WEST OF A POWER POLE, 32.3 FEET SOUTHEAST OF THE
 DG3096'SOUTHEASTERN LEG OF A METAL POWER LINE TOWER, AND 41.2 FEET
 DG3096'SOUTHEAST OF THE NORTHEAST LEG OF THE POWER LINE TOWER.  IT IS A
 DG3096'STANDARD BRASS DISK STAMPED 141-205, SET IN THE TOP OF A 10 INCH
 DG3096'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG3096'UNDERGROUND MARK IS A STANDARD DISK STAMPED 141-205, SET IN AN
 DG3096'IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW THE
 DG3096'SURFACE OF THE GROUND.
 DG3096'
 DG3096'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIGHTOWER
 DG3096'ROAD AND MOBLEY BRIDGE ROAD, GO WEST ALONG MOBLEY BRIDGE ROAD
 DG3096'FOR 0.4 MILE TO THE MARK ON THE RIGHT, ACROSS THE ROAD FROM A
 DG3096'BROWN BRICK HOUSE.  IT IS LOCATED 32.5 FEET NORTHWEST OF THE
 DG3096'CENTERLINE OF MOBLEY BRIDGE ROAD, 97.5 FEET SOUTHWEST OF THE
 DG3096'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A
 DG3096'DRIVEWAY TO THE HOUSE, AND 240.0 FEET NORTH OF A POWER POLE.  THE
 DG3096'MARK IS A STANDARD DISK STAMPED 141-205 AZMK, SET IN THE TOP OF
 DG3096'A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF
 DG3096'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3092 ***********************************************************************
 DG3092  DESIGNATION -  BV 141 206
 DG3092  PID         -  DG3092
 DG3092  STATE/COUNTY-  GA/TROUP
 DG3092  USGS QUAD   -  HOGANSVILLE (1982)
 DG3092
 DG3092                         *CURRENT SURVEY CONTROL
 DG3092  ___________________________________________________________________
 DG3092* NAD 83(1994)-  33 11 08.10271(N)    084 58 08.86007(W)     ADJUSTED  
 DG3092* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 DG3092  ___________________________________________________________________
 DG3092  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DG3092  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3092
 DG3092  HORZ ORDER  -  SECOND
 DG3092
 DG3092.The horizontal coordinates were established by classical geodetic methods
 DG3092.and adjusted by the National Geodetic Survey in September 1997..
 DG3092
 DG3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3092
 DG3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3092
 DG3092.The geoid height was determined by GEOID03.
 DG3092
 DG3092;                    North         East     Units Scale Factor Converg.
 DG3092;SPC GA W     -   353,468.562   625,171.316   MT  0.99996901   -0 26 21.3
 DG3092;SPC GA W     - 1,159,671.44  2,051,082.89   sFT  0.99996901   -0 26 21.3
 DG3092;UTM  16      - 3,673,698.229   689,333.463   MT  1.00004199   +1 06 43.0
 DG3092
 DG3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3092!SPC GA W     -   0.99996344  x   0.99996901  =   0.99993245
 DG3092!UTM  16      -   0.99996344  x   1.00004199  =   1.00000543
 DG3092
 DG3092|---------------------------------------------------------------------|
 DG3092| PID    Reference Object                     Distance      Geod. Az  |
 DG3092|                                                           dddmmss.s |
 DG3092| DG3097 BV 141 206 GADT 1973 PTA             23.839 METERS 14323     |
 DG3092| CY9735 BV 141 206 AZ MK                                   2182347.4 |
 DG3092|---------------------------------------------------------------------|
 DG3092
 DG3092                          SUPERSEDED SURVEY CONTROL
 DG3092
 DG3092  NAD 83(1994)-  33 11 08.10486(N)    084 58 08.86129(W) AD(       ) 2
 DG3092  NAD 83(1986)-  33 11 08.10803(N)    084 58 08.85787(W) AD(       ) 2
 DG3092  NAD 27      -  33 11 07.67374(N)    084 58 09.08391(W) AD(       ) 2
 DG3092  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 DG3092
 DG3092.Superseded values are not recommended for survey control.
 DG3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3092.See file dsdata.txt to determine how the superseded data were derived.
 DG3092
 DG3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8933373698(NAD 83)
 DG3092_MARKER: DD = SURVEY DISK
 DG3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3092
 DG3092  HISTORY     - Date     Condition        Report By
 DG3092  HISTORY     - 1973     MONUMENTED       GADT
 DG3092
 DG3092                          STATION DESCRIPTION
 DG3092
 DG3092'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3092'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES NORTHWEST OF
 DG3092'HOGANSVILLE, 4-1/2 MILES SOUTHWEST OF CORINTH, AND 8-1/2 MILES
 DG3092'WEST OF GRANTVILLE ON STATE RIGHT OF WAY.
 DG3092'
 DG3092'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 29
 DG3092'AND STATE ROUTE 54 IN HOGANSVILLE, GO WEST ON STATE ROUTE 54
 DG3092'FOR 1.1 MILES TO GLOVER ROAD (COUNTY ROAD 271) ON THE
 DG3092'RIGHT.  CONTINUE AHEAD ON STATE ROUTE 54 FOR 2.25 MILES TO THE
 DG3092'CROSSING OF COUNTY ROAD 296 (HAMMETT ROAD TO THE LEFT AND CORINTH
 DG3092'ROAD TO THE RIGHT).  CONTINUE AHEAD ALONG STATE ROUTE 54 FOR
 DG3092'0.25 MILE TO WILKINSON ROAD (COUNTY ROAD 281) ON THE RIGHT AND
 DG3092'THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION.
 DG3092'
 DG3092'THE STATION IS A STANDARD BRASS DISK STAMPED 141-206, SET IN
 DG3092'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3092'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG3092'STAMPED 141-206, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3092'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 DG3092'3.7 FEET SOUTHEAST OF A WITNESS POST, 41 FEET NORTHWEST
 DG3092'OF THE CENTERLINE OF STATE ROUTE 54, 58.5 FEET EAST OF THE
 DG3092'POINT OF INTERSECTION OF STATE ROUTE 54, AND 39.5 FEET EAST
 DG3092'OF A 10 INCH TWIN CEDAR TREE.
 DG3092'
 DG3092'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON STATE
 DG3092'ROUTE 54 SOUTHWESTERLY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 DG3092'RIGHT AT THE INTERSECTION OF A SMALL TRACK WOODS ROAD ON THE
 DG3092'RIGHT.  IT IS A STANDARD BRASS DISK STAMPED 141-206 AZMK, SET
 DG3092'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3092'SURFACE OF THE GROUND.  IT IS LOCATED 47.7 FEET SOUTHWEST OF THE
 DG3092'POINT OF INTERSECTION OF THE TRACK ROAD AND STATE ROUTE 54, 41
 DG3092'FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 54, 60.0 FEET
 DG3092'SOUTHWEST OF A 10 INCH TRIANGLE BLAZED PINE TREE, AND 56.5
 DG3092'FEET NORTHEAST OF A 10 INCH TRIANGLE BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3085 ***********************************************************************
 DG3085  DESIGNATION -  BV 141 207 GADT 1973
 DG3085  PID         -  DG3085
 DG3085  STATE/COUNTY-  GA/TROUP
 DG3085  USGS QUAD   -  MOUNTVILLE (1982)
 DG3085
 DG3085                         *CURRENT SURVEY CONTROL
 DG3085  ___________________________________________________________________
 DG3085* NAD 83(1994)-  33 05 40.21559(N)    084 53 30.95745(W)     ADJUSTED  
 DG3085* NAVD 88     -       237.     (meters)     778.     (feet)  VERTCON   
 DG3085  ___________________________________________________________________
 DG3085  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DG3085  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3085
 DG3085  HORZ ORDER  -  SECOND
 DG3085
 DG3085.The horizontal coordinates were established by classical geodetic methods
 DG3085.and adjusted by the National Geodetic Survey in September 1997..
 DG3085
 DG3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3085
 DG3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3085
 DG3085.The geoid height was determined by GEOID03.
 DG3085
 DG3085;                    North         East     Units Scale Factor Converg.
 DG3085;SPC GA W     -   343,315.333   632,299.949   MT  0.99995649   -0 23 45.7
 DG3085;SPC GA W     - 1,126,360.39  2,074,470.75   sFT  0.99995649   -0 23 45.7
 DG3085;UTM  16      - 3,663,740.486   696,734.723   MT  1.00007724   +1 09 05.1
 DG3085
 DG3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3085!SPC GA W     -   0.99996733  x   0.99995649  =   0.99992382
 DG3085!UTM  16      -   0.99996733  x   1.00007724  =   1.00004457
 DG3085
 DG3085|---------------------------------------------------------------------|
 DG3085| PID    Reference Object                     Distance      Geod. Az  |
 DG3085|                                                           dddmmss.s |
 DG3085| DG3086 BV 141 207 GADT 1973 PTA             25.944 METERS 12218     |
 DG3085| DG3088 BV 141 5 SHDSAM 1973                APPROX. 1.9 KM 3590913.4 |
 DG3085|---------------------------------------------------------------------|
 DG3085
 DG3085                          SUPERSEDED SURVEY CONTROL
 DG3085
 DG3085  NAD 83(1994)-  33 05 40.21812(N)    084 53 30.95780(W) AD(       ) 2
 DG3085  NAD 83(1986)-  33 05 40.22106(N)    084 53 30.95534(W) AD(       ) 2
 DG3085  NAD 27      -  33 05 39.77736(N)    084 53 31.18994(W) AD(       ) 2
 DG3085  NGVD 29 (07/19/86)  237.     (m)          778.     (f) VERT ANG       
 DG3085
 DG3085.Superseded values are not recommended for survey control.
 DG3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3085.See file dsdata.txt to determine how the superseded data were derived.
 DG3085
 DG3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9673563740(NAD 83)
 DG3085_MARKER: DD = SURVEY DISK
 DG3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3085+STABILITY: SURFACE MOTION
 DG3085
 DG3085  HISTORY     - Date     Condition        Report By
 DG3085  HISTORY     - 1973     MONUMENTED       GADT
 DG3085
 DG3085                          STATION DESCRIPTION
 DG3085
 DG3085'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3085'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH OF
 DG3085'MOUNTVILLE, 5 MILES SOUTHWEST OF SAINT MARKS, AND 8-3/4 MILES
 DG3085'WEST-NORTHWEST OF LA GRANGE ON PROPERTY OWNED BY BEN KEATH.
 DG3085'
 DG3085'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO NORTH
 DG3085'ON U.S. HIGHWAY 27 AND 29 FOR 0.75 MILE TO THE JUNCTION OF
 DG3085'U.S. HIGHWAYS 27 AHEAD AND 29 TO THE RIGHT.  TURN RIGHT ON
 DG3085'U.S. HIGHWAY 29 GOING NORTHEASTERLY FOR 5.4 MILES TO THE JUNCTION
 DG3085'OF WILLOWOOD ROAD (COUNTY ROAD 91429) TO THE RIGHT AND WHITFIELD
 DG3085'ROAD (COUNTY ROAD 227) TO THE LEFT AT THE COMMUNITY OF
 DG3085'WHITFIELD.  TURN RIGHT GOING EAST ALONG WILLOWOOD ROAD FOR 1.15
 DG3085'MILES TO ITS TERMINATION AT HINES ROAD (COUNTY ROAD 91429).
 DG3085'GO EAST ALONG HINES ROAD FOR 2.5 MILES TO THE JUNCTION OF
 DG3085'MOUNTVILLE-HOGANSVILLE ROAD (COUNTY ROAD 92097) CROSSING.
 DG3085'TURN LEFT GOING NORTHERLY ALONG MOUNTVILLE-HOGANSVILLE ROAD
 DG3085'FOR 2.0 MILES TO A WOODS ROAD TO THE RIGHT.  TURN RIGHT GOING
 DG3085'NORTHEAST FOR 0.15 MILE TO A LOCKED GATE.  CONTINUE NORTHEAST
 DG3085'ALONG A FIELD ROAD TOWARD A BARN FOR ABOUT 0.1 MILE TO AN OPEN
 DG3085'WELL ON THE LEFT ABOUT 20 FEET NORTH OF THE ROAD, AND THE
 DG3085'STATION ON THE LEFT.
 DG3085'
 DG3085'THE STATION IS LOCATED 70 FEET NORTH OF THE WELL, 13.5 FEET
 DG3085'SOUTHEAST OF A 30 INCH OAK TREE, 10.5 FEET SOUTHEAST OF A WITNESS
 DG3085'POST, 22 FEET NORTHEAST OF A 15 INCH OAK TREE ON THE FENCELINE,
 DG3085'AND 583 FEET NORTHEAST OF THE CENTER OF THE GATE.  IT IS A
 DG3085'STANDARD DISK STAMPED 141-207, SET IN THE TOP OF A 10 INCH
 DG3085'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3085'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG3085'STAMPED 141-207, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DG3085'32 INCHES BELOW THE SURFACE OF THE GROUND.
 DG3085'
 DG3085'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV 141-5
 DG3085'(SHDSAM) WILL SERVE FOR AZIMUTH.  TO REACH BV 141-5(SHDSAM) FROM
 DG3085'THE JUNCTION OF MOUNTVILLE-HOGANSVILLE ROAD AND THE WOODS ROAD, GO
 DG3085'NORTHERLY ALONG MOUNTVILLE-HOGANSVILLE ROAD FOR 1.5 MILES TO THE
 DG3085'MARK ON THE LEFT.  IT IS LOCATED 38 FEET EAST OF THE CENTERLINE
 DG3085'OF MOUNTVILLE-HOGANSVILLE ROAD, 4.3 FEET WEST OF A FENCELINE, 86
 DG3085'FEET SOUTH OF DOUBLE POWER POLES, AND 49 FEET NORTHWEST OF THE
 DG3085'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND A
 DG3085'DRIVEWAY TO A BRICK HOUSE LOCATED ON THE EAST SIDE OF THE
 DG3085'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3087 ***********************************************************************
 DG3087  DESIGNATION -  BV 141 208
 DG3087  PID         -  DG3087
 DG3087  STATE/COUNTY-  GA/TROUP
 DG3087  USGS QUAD   -  MOUNTVILLE (1982)
 DG3087
 DG3087                         *CURRENT SURVEY CONTROL
 DG3087  ___________________________________________________________________
 DG3087* NAD 83(1994)-  33 03 24.10099(N)    084 58 59.87987(W)     ADJUSTED  
 DG3087* NAVD 88     -       247.     (meters)     810.     (feet)  VERTCON   
 DG3087  ___________________________________________________________________
 DG3087  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DG3087  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3087
 DG3087  HORZ ORDER  -  SECOND
 DG3087
 DG3087.The horizontal coordinates were established by classical geodetic methods
 DG3087.and adjusted by the National Geodetic Survey in September 1997..
 DG3087
 DG3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3087
 DG3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3087
 DG3087.The geoid height was determined by GEOID03.
 DG3087
 DG3087;                    North         East     Units Scale Factor Converg.
 DG3087;SPC GA W     -   339,184.940   623,738.413   MT  0.99997168   -0 26 43.7
 DG3087;SPC GA W     - 1,112,809.26  2,046,381.78   sFT  0.99997168   -0 26 43.7
 DG3087;UTM  16      - 3,659,380.110   688,287.002   MT  1.00003713   +1 06 01.3
 DG3087
 DG3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3087!SPC GA W     -   0.99996577  x   0.99997168  =   0.99993746
 DG3087!UTM  16      -   0.99996577  x   1.00003713  =   1.00000290
 DG3087
 DG3087:                Primary Azimuth Mark                     Grid Az
 DG3087:SPC GA W     -  BV 141 208 AZ MK                         072 45 08.3
 DG3087:UTM  16      -  BV 141 208 AZ MK                         071 12 23.3
 DG3087
 DG3087|---------------------------------------------------------------------|
 DG3087| PID    Reference Object                     Distance      Geod. Az  |
 DG3087|                                                           dddmmss.s |
 DG3087| CY9736 BV 141 208 AZ MK                                   0721824.6 |
 DG3087| DG3081 BV 141 208 GADT 1973 PTA             22.589 METERS 11724     |
 DG3087|---------------------------------------------------------------------|
 DG3087
 DG3087                          SUPERSEDED SURVEY CONTROL
 DG3087
 DG3087  NAD 83(1994)-  33 03 24.10309(N)    084 58 59.88045(W) AD(       ) 2
 DG3087  NAD 83(1986)-  33 03 24.10643(N)    084 58 59.87765(W) AD(       ) 2
 DG3087  NAD 27      -  33 03 23.66047(N)    084 59 00.10515(W) AD(       ) 2
 DG3087  NGVD 29 (07/19/86)  247.     (m)          810.     (f) VERT ANG       
 DG3087
 DG3087.Superseded values are not recommended for survey control.
 DG3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3087.See file dsdata.txt to determine how the superseded data were derived.
 DG3087
 DG3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8828759380(NAD 83)
 DG3087_MARKER: DD = SURVEY DISK
 DG3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3087
 DG3087  HISTORY     - Date     Condition        Report By
 DG3087  HISTORY     - 1973     MONUMENTED       GADT
 DG3087
 DG3087                          STATION DESCRIPTION
 DG3087
 DG3087'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3087'THE STATION IS LOCATED 3.1 MILES NORTHEAST OF LA GRANGE, 10.2
 DG3087'MILES NORTHWEST OF ODESSADALE, AND 11.4 MILES SOUTHEAST OF ANTIOCH.
 DG3087'
 DG3087'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 DG3087'LA GRANGE, GO NORTH ON U.S. 27 FOR 0.7 MILE TO THE INTERSECTION OF
 DG3087'U.S. 27 AND U.S. 29.  GO RIGHT ON U.S. 29 FOR 2.65 MILES TO STATE
 DG3087'ROUTE 14 SPUR INTERSECTION ON THE RIGHT.  CONTINUE NORTHEASTERLY
 DG3087'ON U.S. 27 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DG3087'
 DG3087'THE STATION IS LOCATED 95.0 FEET SOUTH OF THE CENTERLINE OF
 DG3087'U.S. 29, 27.4 FEET NORTHWEST OF A RIGHT OF WAY MARKER, 57.0
 DG3087'FEET NORTHWEST OF A 24 INCH OAK TREE, 85.0 FEET NORTH OF ANOTHER
 DG3087'24 INCH OAK TREE, AND 99.0 FEET NORTHEAST OF THE NORTH CORNER OF A
 DG3087'HOUSE.  IT IS A STANDARD DISK STAMPED 141-208, SET IN THE TOP OF
 DG3087'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3087'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DG3087'141-208, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 3
 DG3087'FEET BELOW THE SURFACE OF THE GROUND.
 DG3087'
 DG3087'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON
 DG3087'U.S. 29 IN A NORTHERLY DIRECTION FOR 0.55 MILE TO THE AZIMUTH
 DG3087'MARK ON THE RIGHT.  IT IS LOCATED 37.0 FEET SOUTH-SOUTHWEST OF
 DG3087'THE CENTERLINE OF U.S. 29, 33.0 FEET NORTHEAST OF A 10 INCH PINE
 DG3087'TREE, AND 51.0 FEET NORTHEAST OF A TWIN 10 INCH PINE TREE.  IT IS
 DG3087'A STANDARD BRASS DISK STAMPED 141-208 AZMK, SET IN THE TOP OF A 10
 DG3087'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3087'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3536 ***********************************************************************
 DG3536  DESIGNATION -  BV 141 209
 DG3536  PID         -  DG3536
 DG3536  STATE/COUNTY-  GA/TROUP
 DG3536  USGS QUAD   -  LA GRANGE (1982)
 DG3536
 DG3536                         *CURRENT SURVEY CONTROL
 DG3536  ___________________________________________________________________
 DG3536* NAD 83(1994)-  33 04 44.05244(N)    085 01 54.08412(W)     ADJUSTED  
 DG3536* NAVD 88     -       253.1    (meters)     830.     (feet)  VERTCON   
 DG3536  ___________________________________________________________________
 DG3536  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DG3536  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3536
 DG3536  HORZ ORDER  -  SECOND
 DG3536
 DG3536.The horizontal coordinates were established by classical geodetic methods
 DG3536.and adjusted by the National Geodetic Survey in September 1997..
 DG3536
 DG3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3536
 DG3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3536
 DG3536.The geoid height was determined by GEOID03.
 DG3536
 DG3536;                    North         East     Units Scale Factor Converg.
 DG3536;SPC GA W     -   341,684.060   619,239.643   MT  0.99998039   -0 28 19.7
 DG3536;SPC GA W     - 1,121,008.45  2,031,622.06   sFT  0.99998039   -0 28 19.7
 DG3536;UTM  16      - 3,661,757.043   683,722.202   MT  1.00001619   +1 04 28.5
 DG3536
 DG3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3536!SPC GA W     -   0.99996483  x   0.99998039  =   0.99994522
 DG3536!UTM  16      -   0.99996483  x   1.00001619  =   0.99998102
 DG3536
 DG3536:                Primary Azimuth Mark                     Grid Az
 DG3536:SPC GA W     -  BV 141 209 AZ MK                         014 19 25.6
 DG3536:UTM  16      -  BV 141 209 AZ MK                         012 46 37.4
 DG3536
 DG3536|---------------------------------------------------------------------|
 DG3536| PID    Reference Object                     Distance      Geod. Az  |
 DG3536|                                                           dddmmss.s |
 DG3536| CY9737 BV 141 209 AZ MK                                   0135105.9 |
 DG3536| DG3530 LAGRANGE RAD STA WTRP MAST          APPROX. 2.3 KM 1681221.5 |
 DG3536|---------------------------------------------------------------------|
 DG3536
 DG3536                          SUPERSEDED SURVEY CONTROL
 DG3536
 DG3536  NAD 83(1994)-  33 04 44.05428(N)    085 01 54.08499(W) AD(       ) 2
 DG3536  NAD 83(1986)-  33 04 44.05782(N)    085 01 54.08186(W) AD(       ) 2
 DG3536  NAD 27      -  33 04 43.61473(N)    085 01 54.30398(W) AD(       ) 2
 DG3536  NGVD 29 (07/19/86)  253.1    (m)          830.     (f) VERT ANG       
 DG3536
 DG3536.Superseded values are not recommended for survey control.
 DG3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3536.See file dsdata.txt to determine how the superseded data were derived.
 DG3536
 DG3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8372261757(NAD 83)
 DG3536_MARKER: DD = SURVEY DISK
 DG3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3536
 DG3536  HISTORY     - Date     Condition        Report By
 DG3536  HISTORY     - 1973     MONUMENTED       GADT
 DG3536
 DG3536                          STATION DESCRIPTION
 DG3536
 DG3536'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3536'THE STATION IS LOCATED 2.6 MILES NORTH OF LA GRANGE, 8.5 MILES
 DG3536'SOUTHEAST OF ANTIOCH, AND 4-3/4 MILES SOUTHWEST OF HOGANSVILLE ON
 DG3536'THE PROPERTY OF W.C. WAUGH.
 DG3536'
 DG3536'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO NORTH
 DG3536'ON U.S. HIGHWAY 27 FOR 2.6 MILES TO WAUGHS ROAD ON THE
 DG3536'RIGHT.  CONTINUE NORTH ALONG U.S. HIGHWAY 27 FOR 0.15 MILE TO A
 DG3536'DRIVEWAY ON THE LEFT.  TURN LEFT GOING IN A WESTERLY DIRECTION
 DG3536'ALONG THE DRIVE FOR 0.05 MILE TO A GATE.  PROCEED THROUGH THE
 DG3536'GATE CONTINUING STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION.
 DG3536'
 DG3536'THE STATION IS LOCATED 245 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DG3536'CORNER OF AN OLD HOUSE, 105.0 FEET SOUTHWEST OF THE WEST END OF
 DG3536'A HEDGE ROW, 203.0 FEET EAST OF AN APPLE TREE, 225 FEET
 DG3536'EAST-NORTHEAST OF A WELL, 225.0 FEET NORTHEAST OF ANOTHER APPLE
 DG3536'TREE, 118 FEET WEST OF THE NORTHWEST CORNER OF ANOTHER BUILDING,
 DG3536'AND 135.0 FEET EAST-SOUTHEAST OF A POWERPOLE.  IT IS A STANDARD
 DG3536'BRASS DISK STAMPED 141-209, SET IN THE TOP OF A 10-INCH
 DG3536'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE
 DG3536'UNDERGROUND MARK IS A STANDARD DISK STAMPED 141-209 SET IN
 DG3536'AN IRREGULAR MASS OF CONCRETE ABOUT 3 FEET BELOW THE GROUND
 DG3536'SURFACE.
 DG3536'
 DG3536'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 DG3536'27 AND THE DRIVEWAY, CONTINUE NORTH ALONG U.S. HIGHWAY 27 FOR 0.45
 DG3536'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 43.5 FEET EAST OF
 DG3536'THE CENTERLINE OF THE HIGHWAY, 7.0 FEET NORTH OF A TELEPHONE POLE,
 DG3536'AND 89.0 FEET SOUTH OF AN UNDERGROUND TELEPHONE OUTLET BOX.  THE
 DG3536'MARK IS A STANDARD BRASS DISK STAMPED 141-209 AZMK SET IN THE
 DG3536'TOP OF A 10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DG3536'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3548 ***********************************************************************
 DG3548  DESIGNATION -  BV 141 210
 DG3548  PID         -  DG3548
 DG3548  STATE/COUNTY-  GA/TROUP
 DG3548  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3548
 DG3548                         *CURRENT SURVEY CONTROL
 DG3548  ___________________________________________________________________
 DG3548* NAD 83(1994)-  33 04 44.79181(N)    085 07 51.25923(W)     ADJUSTED  
 DG3548* NAVD 88     -       227.     (meters)     745.     (feet)  VERTCON   
 DG3548  ___________________________________________________________________
 DG3548  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DG3548  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3548
 DG3548  HORZ ORDER  -  SECOND
 DG3548
 DG3548.The horizontal coordinates were established by classical geodetic methods
 DG3548.and adjusted by the National Geodetic Survey in September 1997..
 DG3548
 DG3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3548
 DG3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3548
 DG3548.The geoid height was determined by GEOID03.
 DG3548
 DG3548;                    North         East     Units Scale Factor Converg.
 DG3548;SPC GA W     -   341,787.552   609,976.570   MT  0.99999989   -0 31 34.7
 DG3548;SPC GA W     - 1,121,347.99  2,001,231.46   sFT  0.99999989   -0 31 34.7
 DG3548;UTM  16      - 3,661,610.465   674,459.658   MT  0.99997528   +1 01 13.5
 DG3548
 DG3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3548!SPC GA W     -   0.99996894  x   0.99999989  =   0.99996883
 DG3548!UTM  16      -   0.99996894  x   0.99997528  =   0.99994422
 DG3548
 DG3548:                Primary Azimuth Mark                     Grid Az
 DG3548:SPC GA W     -  BV 141 210 AZ MK                         033 24 33.4
 DG3548:UTM  16      -  BV 141 210 AZ MK                         031 51 45.2
 DG3548
 DG3548|---------------------------------------------------------------------|
 DG3548| PID    Reference Object                     Distance      Geod. Az  |
 DG3548|                                                           dddmmss.s |
 DG3548| CY9738 BV 141 210 AZ MK                                   0325258.7 |
 DG3548| DG3549 BV 141 210 GADT 1973 PTA             24.934 METERS 12344     |
 DG3548|---------------------------------------------------------------------|
 DG3548
 DG3548                          SUPERSEDED SURVEY CONTROL
 DG3548
 DG3548  NAD 83(1994)-  33 04 44.79312(N)    085 07 51.25989(W) AD(       ) 2
 DG3548  NAD 83(1986)-  33 04 44.79712(N)    085 07 51.25664(W) AD(       ) 2
 DG3548  NAD 27      -  33 04 44.35518(N)    085 07 51.46868(W) AD(       ) 2
 DG3548  NGVD 29 (07/19/86)  227.     (m)          745.     (f) VERT ANG       
 DG3548
 DG3548.Superseded values are not recommended for survey control.
 DG3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3548.See file dsdata.txt to determine how the superseded data were derived.
 DG3548
 DG3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7446061610(NAD 83)
 DG3548_MARKER: DD = SURVEY DISK
 DG3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3548
 DG3548  HISTORY     - Date     Condition        Report By
 DG3548  HISTORY     - 1973     MONUMENTED       GADT
 DG3548
 DG3548                          STATION DESCRIPTION
 DG3548
 DG3548'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3548'THE STATION IS LOCATED APPROXIMATELY 6.2 MILES NORTHWEST OF
 DG3548'LA GRANGE, 3.5 MILES SOUTHEAST OF ANTIOCH, AND 14.6 MILES SOUTH OF
 DG3548'FRANKLIN ON THE PROPERTY OF DUPREE PURCELL.
 DG3548'
 DG3548'TO REACH THE STATION AND THE AZIMUTH MARK FROM THE SOUTH END
 DG3548'OF THE SQUARE IN LA GRANGE, PROCEED WEST ON U.S. 29 FOR 2.20 MILES
 DG3548'TO THE JUNCTION OF STATE ROUTE 109 ON THE RIGHT.  TURN RIGHT,
 DG3548'WEST, ON STATE ROUTE 109 FOR 1.65 MILES TO THE JUNCTION OF STATE
 DG3548'ROUTE 701 ON THE LEFT.  GO WEST ON STATE ROUTE 701 FOR 3.30 MILES
 DG3548'TO THE CHATTAHOOCHEE RIVER BRIDGE.  CONTINUE AHEAD FOR 1.45
 DG3548'MILES TO THE JUNCTION OF STATE ROUTE 701 AND STATE ROUTE 701
 DG3548'SPUR.  TURN RIGHT AND GO NORTH ON STATE ROUTE 701 FOR 5.75 MILES
 DG3548'TO STATE ROUTE 109 ON THE RIGHT.  TURN RIGHT AND GO
 DG3548'SOUTHEASTERLY FOR 4.2 MILES TO LIBERTY HILL ROAD ON THE LEFT.
 DG3548'CONTINUE AHEAD ON STATE ROUTE 109 FOR 1.1 MILES TO THE AZIMUTH
 DG3548'MARK ON THE LEFT.  CONTINUE AHEAD ON STATE ROUTE 109 FOR 0.45
 DG3548'MILE TO THE STATION ON THE RIGHT.
 DG3548'
 DG3548'THE STATION IS LOCATED 158 FEET FROM THE CENTERLINE OF STATE
 DG3548'ROUTE 109, 134 FEET SOUTHWEST OF A POWER POLE, AND 27 FEET SOUTH
 DG3548'OF A 4 INCH PINE TREE.  IT IS A STANDARD BRASS CAP STAMPED 141-210,
 DG3548'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DG3548'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DG3548'BRASS CAP STAMPED 141-210, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3548'APPROXIMATELY 25 INCHES BELOW THE SURFACE OF THE GROUND.
 DG3548'
 DG3548'THE AZIMUTH MARK IS LOCATED 56 FEET WEST OF THE CENTERLINE OF
 DG3548'STATE ROUTE 109, 56 FEET FROM A 14 INCH OAK TREE, 27.5 FEET WEST
 DG3548'OF A 14 INCH OAK TREE, AND 94 FEET NORTHWESTERLY OF A 20 INCH
 DG3548'PINE TREE.  IT IS A STANDARD BRASS CAP STAMPED 141-210 AZMK, SET
 DG3548'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3548'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3541 ***********************************************************************
 DG3541  DESIGNATION -  BV 141 211
 DG3541  PID         -  DG3541
 DG3541  STATE/COUNTY-  GA/TROUP
 DG3541  USGS QUAD   -  LA GRANGE (1982)
 DG3541
 DG3541                         *CURRENT SURVEY CONTROL
 DG3541  ___________________________________________________________________
 DG3541* NAD 83(1994)-  33 03 41.46361(N)    085 04 04.27461(W)     ADJUSTED  
 DG3541* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 DG3541  ___________________________________________________________________
 DG3541  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DG3541  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3541
 DG3541  HORZ ORDER  -  SECOND
 DG3541
 DG3541.The horizontal coordinates were established by classical geodetic methods
 DG3541.and adjusted by the National Geodetic Survey in September 1997..
 DG3541
 DG3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3541
 DG3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3541
 DG3541.The geoid height was determined by GEOID03.
 DG3541
 DG3541;                    North         East     Units Scale Factor Converg.
 DG3541;SPC GA W     -   339,784.379   615,846.635   MT  0.99998729   -0 29 30.0
 DG3541;SPC GA W     - 1,114,775.92  2,020,490.17   sFT  0.99998729   -0 29 30.0
 DG3541;UTM  16      - 3,659,766.440   680,381.611   MT  1.00000119   +1 03 15.6
 DG3541
 DG3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3541!SPC GA W     -   0.99997380  x   0.99998729  =   0.99996109
 DG3541!UTM  16      -   0.99997380  x   1.00000119  =   0.99997499
 DG3541
 DG3541|---------------------------------------------------------------------|
 DG3541| PID    Reference Object                     Distance      Geod. Az  |
 DG3541|                                                           dddmmss.s |
 DG3541| DG3539 BV 141 211 GADT 1973 PTA             25.903 METERS 05624     |
 DG3541| CY9739 BV 141 211 AZ MK                                   2431031.6 |
 DG3541| DG3538 TROUP                               APPROX. 4.5 KM 3411528.7 |
 DG3541|---------------------------------------------------------------------|
 DG3541
 DG3541                          SUPERSEDED SURVEY CONTROL
 DG3541
 DG3541  NAD 83(1994)-  33 03 41.46509(N)    085 04 04.27521(W) AD(       ) 2
 DG3541  NAD 83(1986)-  33 03 41.46885(N)    085 04 04.27213(W) AD(       ) 2
 DG3541  NAD 27      -  33 03 41.02434(N)    085 04 04.49075(W) AD(       ) 2
 DG3541  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 DG3541
 DG3541.Superseded values are not recommended for survey control.
 DG3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3541.See file dsdata.txt to determine how the superseded data were derived.
 DG3541
 DG3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8038259766(NAD 83)
 DG3541_MARKER: DD = SURVEY DISK
 DG3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3541
 DG3541  HISTORY     - Date     Condition        Report By
 DG3541  HISTORY     - 1973     MONUMENTED       GADT
 DG3541
 DG3541                          STATION DESCRIPTION
 DG3541
 DG3541'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3541'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHWEST OF
 DG3541'LA GRANGE, 7 MILES SOUTHEAST OF ANTIOCH, AND 15 MILES SOUTH OF
 DG3541'FRANKLIN ON COUNTY RIGHT OF WAY.
 DG3541'
 DG3541'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO WEST ON
 DG3541'U.S. HIGHWAY 29 FOR 0.7 MILE TO COUNTRY CLUB ROAD (COUNTY ROAD
 DG3541'92098) ON THE RIGHT.  TURN RIGHT, GOING NORTHWEST FOR 1.5 MILES
 DG3541'ON COUNTRY CLUB ROAD TO HOLLIS HAND SCHOOL ON THE LEFT.  CONTINUE
 DG3541'AHEAD ON COUNTRY CLUB ROAD (NOW CALLED CAMERON MILL ROAD) FOR 0.4
 DG3541'MILE TO THE JUNCTION OF LAKESHORE DRIVE (COUNTY ROAD 340) ON THE
 DG3541'RIGHT.  CONTINUE AHEAD ALONG CAMERON MILL ROAD (COUNTY ROAD
 DG3541'92098) FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DG3541'
 DG3541'IT IS A STANDARD BRASS DISK STAMPED 141-211, SET IN THE TOP OF A
 DG3541'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3541'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 141-211,
 DG3541'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW
 DG3541'THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE SHOULDER OF THE
 DG3541'ROAD 2.5 FEET SOUTH OF A GUARD RAIL, 17 FEET NORTHWEST OF THE
 DG3541'CENTERLINE OF THE ROAD, 71.5 FEET EAST OF A POWER POLE, AND
 DG3541'240.5 FEET WEST OF ANOTHER POWER POLE.
 DG3541'
 DG3541'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST ON
 DG3541'CAMERON MILL ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT IS A
 DG3541'STANDARD BRASS DISK STAMPED 141-211 AZMK, SET IN THE TOP OF A 10
 DG3541'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3541'GROUND.  IT IS LOCATED 5 FEET NORTH OF A FENCE, 23 FEET SOUTH OF
 DG3541'THE CENTERLINE OF CAMERON MILL ROAD, 208 FEET EAST OF A POWER
 DG3541'POLE, AND 97 FEET WEST OF ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3547 ***********************************************************************
 DG3547  DESIGNATION -  BV 141 212 GADT 1973
 DG3547  PID         -  DG3547
 DG3547  STATE/COUNTY-  GA/TROUP
 DG3547  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3547
 DG3547                         *CURRENT SURVEY CONTROL
 DG3547  ___________________________________________________________________
 DG3547* NAD 83(1994)-  33 04 39.52119(N)    085 11 27.48912(W)     ADJUSTED  
 DG3547* NAVD 88     -       242.8    (meters)     797.     (feet)  VERTCON   
 DG3547  ___________________________________________________________________
 DG3547  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DG3547  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3547
 DG3547  HORZ ORDER  -  SECOND
 DG3547
 DG3547.The horizontal coordinates were established by classical geodetic methods
 DG3547.and adjusted by the National Geodetic Survey in September 1997..
 DG3547
 DG3547.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3547
 DG3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3547
 DG3547.The geoid height was determined by GEOID03.
 DG3547
 DG3547;                    North         East     Units Scale Factor Converg.
 DG3547;SPC GA W     -   341,678.305   604,367.056   MT  1.00001273   -0 33 32.7
 DG3547;SPC GA W     - 1,120,989.57  1,982,827.58   sFT  1.00001273   -0 33 32.7
 DG3547;UTM  16      - 3,661,349.861   668,855.377   MT  0.99995156   +0 59 15.2
 DG3547
 DG3547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3547!SPC GA W     -   0.99996647  x   1.00001273  =   0.99997920
 DG3547!UTM  16      -   0.99996647  x   0.99995156  =   0.99991803
 DG3547
 DG3547:                Primary Azimuth Mark                     Grid Az
 DG3547:SPC GA W     -  BV 141 213 GADT 1973                     337 17 10.4
 DG3547:UTM  16      -  BV 141 213 GADT 1973                     335 44 22.5
 DG3547
 DG3547|---------------------------------------------------------------------|
 DG3547| PID    Reference Object                     Distance      Geod. Az  |
 DG3547|                                                           dddmmss.s |
 DG3547| DG3551 BV 141 213 GADT 1973                APPROX. 1.4 KM 3364337.7 |
 DG3547|---------------------------------------------------------------------|
 DG3547
 DG3547                          SUPERSEDED SURVEY CONTROL
 DG3547
 DG3547  NAD 83(1994)-  33 04 39.52199(N)    085 11 27.49010(W) AD(       ) 2
 DG3547  NAD 83(1986)-  33 04 39.52638(N)    085 11 27.48639(W) AD(       ) 2
 DG3547  NAD 27      -  33 04 39.08530(N)    085 11 27.69237(W) AD(       ) 2
 DG3547  NGVD 29 (07/19/86)  242.8    (m)          797.     (f) VERT ANG       
 DG3547
 DG3547.Superseded values are not recommended for survey control.
 DG3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3547.See file dsdata.txt to determine how the superseded data were derived.
 DG3547
 DG3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6885561350(NAD 83)
 DG3547_MARKER: DD = SURVEY DISK
 DG3547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3547+STABILITY: SURFACE MOTION
 DG3547
 DG3547  HISTORY     - Date     Condition        Report By
 DG3547  HISTORY     - 1973     MONUMENTED       GADT
 DG3547
 DG3547                          STATION DESCRIPTION
 DG3547
 DG3547'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3547'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 DG3547'ANTIOCH, 10 MILES NORTHWEST OF LA GRANGE, AND 13 MILES SOUTHWEST
 DG3547'OF FRANKLIN ON STATE RIGHT OF WAY.
 DG3547'
 DG3547'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO WEST ON
 DG3547'U.S. 29 AND STATE ROUTE 109 FOR 2.3 MILES TO THE JUNCTION OF
 DG3547'STATE ROUTE 109 ON THE RIGHT.  TURN RIGHT, GOING WESTERLY ON
 DG3547'STATE ROUTE 109 FOR 2.7 MILES TO THE JUNCTION OF STATE ROUTE 109
 DG3547'AND STATE ROUTE 701.  CONTINUE WEST ON STATE ROUTE 701 FOR 3.2
 DG3547'MILES TO THE CHATTAHOOCHEE RIVER BRIDGE.  CONTINUE WEST ON STATE
 DG3547'ROUTE 701 FOR 1.6 MILES TO THE INTERSECTION OF STATE ROUTE 701
 DG3547'SPUR AND STATE ROUTE 701.  TURN RIGHT ON STATE ROUTE 701 FOR
 DG3547'2.8 MILES IN A NORTHERLY DIRECTION TO THE STATION ON THE RIGHT.
 DG3547'
 DG3547'THE STATION IS A STANDARD BRASS DISK STAMPED 141-212, SET IN
 DG3547'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DG3547'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 DG3547'STAMPED 141-212, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3547'APPROXIMATELY 3 FEET BELOW THE SURFACE OF THE GROUND.  IT IS
 DG3547'LOCATED 167 FEET EAST OF THE CENTERLINE OF STATE ROUTE 701,
 DG3547'3.6 FEET EAST OF THE WITNESS POST, 45 FEET WEST OF A 10 INCH
 DG3547'OAK TREE, AND 228 FEET SOUTH OF A POWER POLE ON THE EAST SIDE
 DG3547'OF THE HIGHWAY.
 DG3547'
 DG3547'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 DG3547'141 213 (GADT) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3551 ***********************************************************************
 DG3551  DESIGNATION -  BV 141 213 GADT 1973
 DG3551  PID         -  DG3551
 DG3551  STATE/COUNTY-  GA/TROUP
 DG3551  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3551
 DG3551                         *CURRENT SURVEY CONTROL
 DG3551  ___________________________________________________________________
 DG3551* NAD 83(1994)-  33 05 22.74494(N)    085 11 49.57449(W)     ADJUSTED  
 DG3551* NAVD 88     -       252.3    (meters)     828.     (feet)  VERTCON   
 DG3551  ___________________________________________________________________
 DG3551  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DG3551  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3551
 DG3551  HORZ ORDER  -  SECOND
 DG3551
 DG3551.The horizontal coordinates were established by classical geodetic methods
 DG3551.and adjusted by the National Geodetic Survey in September 1997..
 DG3551
 DG3551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3551
 DG3551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3551
 DG3551.The geoid height was determined by GEOID03.
 DG3551
 DG3551;                    North         East     Units Scale Factor Converg.
 DG3551;SPC GA W     -   343,015.468   603,807.333   MT  1.00001405   -0 33 45.4
 DG3551;SPC GA W     - 1,125,376.58  1,980,991.23   sFT  1.00001405   -0 33 45.4
 DG3551;UTM  16      - 3,662,671.344   668,259.799   MT  0.99994908   +0 59 04.3
 DG3551
 DG3551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3551!SPC GA W     -   0.99996498  x   1.00001405  =   0.99997903
 DG3551!UTM  16      -   0.99996498  x   0.99994908  =   0.99991406
 DG3551
 DG3551:                Primary Azimuth Mark                     Grid Az
 DG3551:SPC GA W     -  BV 141 212 GADT 1973                     157 17 11.0
 DG3551:UTM  16      -  BV 141 212 GADT 1973                     155 44 21.3
 DG3551
 DG3551|---------------------------------------------------------------------|
 DG3551| PID    Reference Object                     Distance      Geod. Az  |
 DG3551|                                                           dddmmss.s |
 DG3551| DG3547 BV 141 212 GADT 1973                APPROX. 1.4 KM 1564325.6 |
 DG3551|---------------------------------------------------------------------|
 DG3551
 DG3551                          SUPERSEDED SURVEY CONTROL
 DG3551
 DG3551  NAD 83(1994)-  33 05 22.74578(N)    085 11 49.57557(W) AD(       ) 2
 DG3551  NAD 83(1986)-  33 05 22.75021(N)    085 11 49.57178(W) AD(       ) 2
 DG3551  NAD 27      -  33 05 22.31068(N)    085 11 49.77700(W) AD(       ) 2
 DG3551  NGVD 29 (07/19/86)  252.3    (m)          828.     (f) VERT ANG       
 DG3551
 DG3551.Superseded values are not recommended for survey control.
 DG3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3551.See file dsdata.txt to determine how the superseded data were derived.
 DG3551
 DG3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6826062671(NAD 83)
 DG3551_MARKER: DD = SURVEY DISK
 DG3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3551+STABILITY: SURFACE MOTION
 DG3551
 DG3551  HISTORY     - Date     Condition        Report By
 DG3551  HISTORY     - 1973     MONUMENTED       GADT
 DG3551
 DG3551                          STATION DESCRIPTION
 DG3551
 DG3551'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3551'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES SOUTHWEST OF
 DG3551'ANTIOCH, 10-3/4 MILES NORTHWEST OF LA GRANGE, AND 12-3/4 MILES
 DG3551'SOUTHWEST OF FRANKLIN ON STATE RIGHT OF WAY.
 DG3551'
 DG3551'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO WEST ON
 DG3551'U.S. 29 AND STATE ROUTE 109 FOR 2.3 MILES TO THE JUNCTION OF
 DG3551'STATE ROUTE 109 ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 DG3551'STATE ROUTE 109 FOR 2.7 MILES TO THE JUNCTION OF STATE ROUTE 109
 DG3551'AND STATE ROUTE 701.  GO WEST ON STATE ROUTE 701 FOR 3.2 MILES
 DG3551'TO THE CHATTAHOOCHEE RIVER.  CONTINUE WEST ON STATE ROUTE 701
 DG3551'FOR 1.6 MILES TO THE INTERSECTION OF STATE ROUTE 701 SPUR AND
 DG3551'STATE ROUTE 701.  TURN RIGHT ON STATE ROUTE 701, GOING
 DG3551'NORTHERLY FOR 3.7 MILES TO THE STATION ON THE LEFT.
 DG3551'
 DG3551'THE STATION IS A STANDARD BRASS DISK STAMPED 141-213, SET IN
 DG3551'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DG3551'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 DG3551'DISK STAMPED 141-213, SET IN AN IRREGULAR MASS OF CONCRETE
 DG3551'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 DG3551'LOCATED 136 FEET WEST OF STATE ROUTE 701, 169 FEET NORTHEAST OF
 DG3551'A POWERPOLE, 2.5 FEET EAST OF A WITNESS POST, AND 178.5 FEET
 DG3551'NORTHWEST OF A POWER POLE.
 DG3551'
 DG3551'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  BV
 DG3551'141-212 (GADT) WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3552 ***********************************************************************
 DG3552  DESIGNATION -  BV 141 214
 DG3552  PID         -  DG3552
 DG3552  STATE/COUNTY-  GA/TROUP
 DG3552  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3552
 DG3552                         *CURRENT SURVEY CONTROL
 DG3552  ___________________________________________________________________
 DG3552* NAD 83(1994)-  33 02 46.20336(N)    085 11 55.62124(W)     ADJUSTED  
 DG3552* NAVD 88     -       232.9    (meters)     764.     (feet)  VERTCON   
 DG3552  ___________________________________________________________________
 DG3552  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DG3552  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG3552
 DG3552  HORZ ORDER  -  SECOND
 DG3552
 DG3552.The horizontal coordinates were established by classical geodetic methods
 DG3552.and adjusted by the National Geodetic Survey in September 1997..
 DG3552
 DG3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3552
 DG3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3552
 DG3552.The geoid height was determined by GEOID03.
 DG3552
 DG3552;                    North         East     Units Scale Factor Converg.
 DG3552;SPC GA W     -   338,194.576   603,603.124   MT  1.00001454   -0 33 46.3
 DG3552;SPC GA W     - 1,109,560.04  1,980,321.25   sFT  1.00001454   -0 33 46.3
 DG3552;UTM  16      - 3,657,847.012   668,185.754   MT  0.99994877   +0 58 56.9
 DG3552
 DG3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3552!SPC GA W     -   0.99996802  x   1.00001454  =   0.99998256
 DG3552!UTM  16      -   0.99996802  x   0.99994877  =   0.99991679
 DG3552
 DG3552:                Primary Azimuth Mark                     Grid Az
 DG3552:SPC GA W     -  BV 141 214 AZ MK                         186 15 10.5
 DG3552:UTM  16      -  BV 141 214 AZ MK                         184 42 27.3
 DG3552
 DG3552|---------------------------------------------------------------------|
 DG3552| PID    Reference Object                     Distance      Geod. Az  |
 DG3552|                                                           dddmmss.s |
 DG3552| CY9740 BV 141 214 AZ MK                                   1854124.2 |
 DG3552|---------------------------------------------------------------------|
 DG3552
 DG3552                          SUPERSEDED SURVEY CONTROL
 DG3552
 DG3552  NAD 83(1994)-  33 02 46.20405(N)    085 11 55.62227(W) AD(       ) 2
 DG3552  NAD 83(1986)-  33 02 46.20854(N)    085 11 55.61854(W) AD(       ) 2
 DG3552  NAD 27      -  33 02 45.76493(N)    085 11 55.82451(W) AD(       ) 2
 DG3552  NGVD 29 (07/19/86)  232.9    (m)          764.     (f) VERT ANG       
 DG3552
 DG3552.Superseded values are not recommended for survey control.
 DG3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3552.See file dsdata.txt to determine how the superseded data were derived.
 DG3552
 DG3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6818657847(NAD 83)
 DG3552_MARKER: DD = SURVEY DISK
 DG3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3552
 DG3552  HISTORY     - Date     Condition        Report By
 DG3552  HISTORY     - 1973     MONUMENTED       GADT
 DG3552
 DG3552                          STATION DESCRIPTION
 DG3552
 DG3552'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3552'THE STATION IS LOCATED 4.4 MILES SOUTH OF ANTIOCH AND 9.9 MILES
 DG3552'WEST OF LA GRANGE.
 DG3552'
 DG3552'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, PROCEED
 DG3552'WEST ON U.S. 29 AND STATE ROUTE 109 FOR 2.3 MILES TO THE
 DG3552'JUNCTION OF STATE ROUTE 109 TO THE RIGHT.  TURN RIGHT AND GO
 DG3552'WESTERLY ON STATE ROUTE 109 FOR 2.7 MILES TO THE JUNCTION OF
 DG3552'STATE ROUTE 109 AND STATE ROUTE 701.  BEAR TO THE LEFT, GOING
 DG3552'WESTERLY ON STATE ROUTE 701 FOR 3.2 MILES TO THE CHATTAHOOCHEE
 DG3552'RIVER BRIDGE.  CONTINUE WESTERLY ON STATE ROUTE 701 FOR 1.6
 DG3552'MILES TO THE INTERSECTION OF STATE ROUTE 701 AND 701 SPUR.  GO
 DG3552'WEST ON 701 SPUR FOR 0.9 MILE TO WILLIAMS ROAD CROSSING.
 DG3552'TURN RIGHT, NORTH, ON WILLIAMS ROAD FOR 0.4 MILE TO THE
 DG3552'STATION ON THE RIGHT.
 DG3552'
 DG3552'THE STATION IS LOCATED 15.2 FEET EAST OF THE CENTERLINE OF
 DG3552'WILLIAMS ROAD, 54.5 FEET EAST OF A GATE POST ON THE WEST SIDE OF
 DG3552'THE ROAD, AND 41.0 FEET EAST-SOUTHEAST OF A 3 FOOT OAK TREE ON
 DG3552'THE WEST SIDE OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP
 DG3552'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DG3552'THE GROUND AND STAMPED 141-214.  THE UNDERGROUND MARK IS A
 DG3552'STANDARD DISK STAMPED 141-214, SET IN AN IRREGULAR MASS OF
 DG3552'CONCRETE APPROXIMATELY 3 FEET BELOW THE SURFACE OF THE GROUND.
 DG3552'
 DG3552'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 DG3552'701 AND 701 SPUR, GO WEST ON STATE ROUTE 701 SPUR FOR 1.0 MILE
 DG3552'TO THE AZIMUTH MARK ON THE RIGHT.  IT IS A STANDARD BRASS DISK
 DG3552'STAMPED 141-214 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3552'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DG3552'LOCATED 105 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 300
 DG3552'FEET NORTHWEST OF THE POINT OF INTERSECTION OF STATE ROUTE 701
 DG3552'AND A DRIVEWAY TO THE NORTH, 109 FEET NORTHEAST OF THE POINT
 DG3552'OF INTERSECTION OF STATE ROUTE 701 AND A DRIVEWAY TO THE
 DG3552'SOUTH, AND 16.5 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3537 ***********************************************************************
 DG3537  DESIGNATION -  BV 141 215
 DG3537  PID         -  DG3537
 DG3537  STATE/COUNTY-  GA/TROUP
 DG3537  USGS QUAD   -  LA GRANGE (1982)
 DG3537
 DG3537                         *CURRENT SURVEY CONTROL
 DG3537  ___________________________________________________________________
 DG3537* NAD 83(1994)-  33 01 54.02914(N)    085 03 29.13664(W)     ADJUSTED  
 DG3537* NAVD 88     -       269.0    (meters)     883.     (feet)  VERTCON   
 DG3537  ___________________________________________________________________
 DG3537  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DG3537  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3537
 DG3537  HORZ ORDER  -  SECOND
 DG3537
 DG3537.This mark is at Callaway Gardens-Harris Co Airport (PIM)
 DG3537
 DG3537.The horizontal coordinates were established by classical geodetic methods
 DG3537.and adjusted by the National Geodetic Survey in September 1997..
 DG3537
 DG3537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3537
 DG3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3537
 DG3537.The geoid height was determined by GEOID03.
 DG3537
 DG3537;                    North         East     Units Scale Factor Converg.
 DG3537;SPC GA W     -   336,467.031   616,730.029   MT  0.99998547   -0 29 09.4
 DG3537;SPC GA W     - 1,103,892.25  2,023,388.44   sFT  0.99998547   -0 29 09.4
 DG3537;UTM  16      - 3,656,474.067   681,354.165   MT  1.00000553   +1 03 31.8
 DG3537
 DG3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3537!SPC GA W     -   0.99996233  x   0.99998547  =   0.99994780
 DG3537!UTM  16      -   0.99996233  x   1.00000553  =   0.99996786
 DG3537
 DG3537:                Primary Azimuth Mark                     Grid Az
 DG3537:SPC GA W     -  BV 141 215 AZ MK                         217 38 56.3
 DG3537:UTM  16      -  BV 141 215 AZ MK                         216 06 15.1
 DG3537
 DG3537|---------------------------------------------------------------------|
 DG3537| PID    Reference Object                     Distance      Geod. Az  |
 DG3537|                                                           dddmmss.s |
 DG3537| CY9741 BV 141 215 AZ MK                                   2170946.9 |
 DG3537|---------------------------------------------------------------------|
 DG3537
 DG3537                          SUPERSEDED SURVEY CONTROL
 DG3537
 DG3537  NAD 83(1994)-  33 01 54.03071(N)    085 03 29.13741(W) AD(       ) 2
 DG3537  NAD 83(1986)-  33 01 54.03449(N)    085 03 29.13439(W) AD(       ) 2
 DG3537  NAD 27      -  33 01 53.58720(N)    085 03 29.35495(W) AD(       ) 2
 DG3537  NGVD 29 (07/19/86)  269.0    (m)          883.     (f) VERT ANG       
 DG3537
 DG3537.Superseded values are not recommended for survey control.
 DG3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3537.See file dsdata.txt to determine how the superseded data were derived.
 DG3537
 DG3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8135456474(NAD 83)
 DG3537_MARKER: DD = SURVEY DISK
 DG3537_SETTING: 0 = UNSPECIFIED SETTING
 DG3537
 DG3537  HISTORY     - Date     Condition        Report By
 DG3537  HISTORY     - 1973     MONUMENTED       GADT
 DG3537
 DG3537                          STATION DESCRIPTION
 DG3537
 DG3537'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3537'THE STATION IS LOCATED IN LA GRANGE IN THE SOUTHWEST SECTION OF
 DG3537'TOWN ON THE TALLEST PART OF THE ROOF OF THE CITY-COUNTY HOSPITAL
 DG3537'AT 1514 VERNON ROAD, ON THE PROPERTY OF THE CITY OF LA GRANGE AND
 DG3537'THE COUNTY OF TROUP.
 DG3537'
 DG3537'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO WEST ON
 DG3537'U.S. HIGHWAY 29 FOR 1.65 MILES TO THE CITY-COUNTY HOSPITAL ON
 DG3537'THE RIGHT.  TAKE THE ELEVATOR ON THE WEST SIDE OF THE BUILDING
 DG3537'TO THE SIXTH FLOOR, TURN LEFT AS YOU EXIT THE ELEVATOR, GOING TO
 DG3537'THE SECOND DOOR ON THE LEFT.  GO UP A FLIGHT OF STAIRS TO THE
 DG3537'ROOF OF THE BUILDING.  TURN RIGHT AND GO TO A 25 FOOT LADDER
 DG3537'THAT GOES TO THE NEXT ROOFTOP.  THE STATION IS LOCATED ON THE
 DG3537'TOP OF THIS ROOF.  IT IS A STANDARD DISK STAMPED 141-215, SET
 DG3537'IN A DRILL HOLE FLUSH WITH THE ROOF SURFACE.  TRIPOD FOOT PADS
 DG3537'WILL BE NECESSARY FOR OCCUPATION OF THIS STATION AS THE
 DG3537'WATERPROOFING MATERIAL USED FOR THIS ROOFTOP IS VERY SOFT.
 DG3537'
 DG3537'THE STATION IS 4 FEET NORTHWEST OF THE WEST CORNER OF A
 DG3537'SKYLIGHT, 5 FEET NORTH OF THE NORTH CORNER OF A HEATING AND AIR
 DG3537'CONDITIONING VENT, 6.2 FEET SOUTHEAST OF THE OUTSIDE EDGE OF THE
 DG3537'FLANGE ON THE NORTHWEST WALL, 24.2 FEET NORTHWEST OF THE OUTSIDE
 DG3537'EDGE OF THE FLANGE ON THE SOUTHWEST WALL, 22.6 FEET SOUTHWEST OF
 DG3537'THE OUTSIDE EDGE OF THE FLANGE ON THE NORTHEAST WALL.
 DG3537'
 DG3537'TO REACH THE AZIMUTH MARK FROM THE FRONT OF THE HOSPITAL, GO
 DG3537'WEST ON U.S. HIGHWAY 29 FOR 0.6 MILE TO STATE ROUTE 109 ON THE
 DG3537'RIGHT.  CONTINUE SOUTH ON U.S. 29 FOR 0.4 MILES TO AIRPORT ROAD
 DG3537'ON THE LEFT.  TURN LEFT, GOING SOUTH ON AIRPORT ROAD FOR 1.05
 DG3537'MILES TO THE MARK ON THE LEFT AT AN AIRPLANE HANGAR.  IT IS A
 DG3537'STANDARD BRASS DISK STAMPED 141-215 AZMK, SET IN THE TOP OF A 10
 DG3537'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3537'GROUND.  IT IS LOCATED 9.8 FEET EAST OF THE NORTHEAST CORNER
 DG3537'OF THE HANGER, 190 FEET WEST OF THE WEST EDGE OF A RUNWAY, 148
 DG3537'FEET NORTHWEST OF A METAL LAMP POST LOCATED AT A GROUP OF GAS
 DG3537'PUMPS, AND 85.0 FEET NORTH OF A METAL POWER POLE LOCATED NEAR
 DG3537'THE END OF A FENCE AT THE SOUTHEAST CORNER OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3534 ***********************************************************************
 DG3534  DESIGNATION -  BV 141 216
 DG3534  PID         -  DG3534
 DG3534  STATE/COUNTY-  GA/TROUP
 DG3534  USGS QUAD   -  LA GRANGE (1982)
 DG3534
 DG3534                         *CURRENT SURVEY CONTROL
 DG3534  ___________________________________________________________________
 DG3534* NAD 83(1994)-  33 00 19.33856(N)    085 07 24.28707(W)     ADJUSTED  
 DG3534* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 DG3534  ___________________________________________________________________
 DG3534  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DG3534  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3534
 DG3534  HORZ ORDER  -  SECOND
 DG3534
 DG3534.The horizontal coordinates were established by classical geodetic methods
 DG3534.and adjusted by the National Geodetic Survey in September 1997..
 DG3534
 DG3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3534
 DG3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3534
 DG3534.The geoid height was determined by GEOID03.
 DG3534
 DG3534;                    North         East     Units Scale Factor Converg.
 DG3534;SPC GA W     -   333,603.684   610,601.629   MT  0.99999851   -0 31 16.3
 DG3534;SPC GA W     - 1,094,498.09  2,003,282.18   sFT  0.99999851   -0 31 16.3
 DG3534;UTM  16      - 3,653,446.608   675,305.152   MT  0.99997893   +1 01 20.9
 DG3534
 DG3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3534!SPC GA W     -   0.99996538  x   0.99999851  =   0.99996389
 DG3534!UTM  16      -   0.99996538  x   0.99997893  =   0.99994431
 DG3534
 DG3534:                Primary Azimuth Mark                     Grid Az
 DG3534:SPC GA W     -  BV 141 216 AZ MK                         051 14 57.7
 DG3534:UTM  16      -  BV 141 216 AZ MK                         049 42 20.5
 DG3534
 DG3534|---------------------------------------------------------------------|
 DG3534| PID    Reference Object                     Distance      Geod. Az  |
 DG3534|                                                           dddmmss.s |
 DG3534| CY9742 BV 141 216 AZ MK                                   0504341.4 |
 DG3534| DG3537 BV 141 215                          APPROX. 6.8 KM 0642607.6 |
 DG3534|---------------------------------------------------------------------|
 DG3534
 DG3534                          SUPERSEDED SURVEY CONTROL
 DG3534
 DG3534  NAD 83(1994)-  33 00 19.33994(N)    085 07 24.28768(W) AD(       ) 2
 DG3534  NAD 83(1986)-  33 00 19.34394(N)    085 07 24.28475(W) AD(       ) 2
 DG3534  NAD 27      -  33 00 18.89519(N)    085 07 24.49943(W) AD(       ) 2
 DG3534  NGVD 29 (07/19/86)  249.6    (m)          819.     (f) VERT ANG       
 DG3534
 DG3534.Superseded values are not recommended for survey control.
 DG3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3534.See file dsdata.txt to determine how the superseded data were derived.
 DG3534
 DG3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7530553447(NAD 83)
 DG3534_MARKER: DD = SURVEY DISK
 DG3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3534
 DG3534  HISTORY     - Date     Condition        Report By
 DG3534  HISTORY     - 1974     MONUMENTED       GADT
 DG3534
 DG3534                          STATION DESCRIPTION
 DG3534
 DG3534'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 DG3534'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES SOUTHWEST OF
 DG3534'LA GRANGE AND 12-1/4 MILES NORTH OF MOUNTVILLE ON THE PROPERTY OF
 DG3534'KNIGHT AND KNIGHT CONTRACTORS.
 DG3534'
 DG3534'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND
 DG3534'STATE ROUTE 238, APPROXIMATELY 5 MILES SOUTHWEST OF LA GRANGE,
 DG3534'TRAVEL WEST ALONG STATE ROUTE 238 FOR 0.9 MILE TO A NEWLY PAVED
 DG3534'SUBDIVISION ROAD TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH
 DG3534'ALONG THE SUBDIVISION ROAD FOR ABOUT 180 FEET TO ITS TERMINATION
 DG3534'AT THE JUNCTION OF ANOTHER NEWLY PAVED SUBDIVISION ROAD CROSSING
 DG3534'AND THE STATION ON THE RIGHT.
 DG3534'
 DG3534'THE STATION IS LOCATED 79 FEET SOUTH-SOUTHEAST OF THE POINT OF
 DG3534'INTERSECTION OF THE CENTERLINES OF THE ROADS, 3.0 FEET EAST OF A
 DG3534'WITNESS POST, 46 FEET SOUTH OF A POWER POLE, AND 50 FEET
 DG3534'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.  IT IS A
 DG3534'STANDARD BRASS DISK STAMPED 141-216, SET IN THE TOP OF A 10 INCH
 DG3534'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DG3534'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED 141-216, SET IN
 DG3534'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW
 DG3534'THE GROUND SURFACE.
 DG3534'
 DG3534'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE PAVED
 DG3534'SUBDIVISION ROADS, GO EAST GOING AROUND A CURVE TO THE NORTH,
 DG3534'FOR 0.1 MILE TO THE MARK ON THE RIGHT IN THE BACK YARD OF A NEW
 DG3534'HOUSE.  IT IS LOCATED 294 FEET EAST OF THE CENTERLINE OF THE
 DG3534'ROAD, 101 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, AND
 DG3534'7.5 FEET WEST OF A 6 INCH PINE TREE.  IT IS A STANDARD DISK
 DG3534'STAMPED 141-216 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DG3534'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2219 ***********************************************************************
 CM2219  DESIGNATION -  BV 141 217
 CM2219  PID         -  CM2219
 CM2219  STATE/COUNTY-  GA/TROUP
 CM2219  USGS QUAD   -  LANETT NORTH (1984)
 CM2219
 CM2219                         *CURRENT SURVEY CONTROL
 CM2219  ___________________________________________________________________
 CM2219* NAD 83(1994)-  32 59 27.36667(N)    085 10 12.57263(W)     ADJUSTED  
 CM2219* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 CM2219  ___________________________________________________________________
 CM2219  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CM2219  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CM2219
 CM2219  HORZ ORDER  -  SECOND
 CM2219
 CM2219.The horizontal coordinates were established by classical geodetic methods
 CM2219.and adjusted by the National Geodetic Survey in September 1997..
 CM2219
 CM2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2219
 CM2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2219
 CM2219.The geoid height was determined by GEOID03.
 CM2219
 CM2219;                    North         East     Units Scale Factor Converg.
 CM2219;SPC GA W     -   332,043.363   606,218.232   MT  1.00000841   -0 32 47.2
 CM2219;SPC GA W     - 1,089,378.93  1,988,900.98   sFT  1.00000841   -0 32 47.2
 CM2219;UTM  16      - 3,651,768.851   670,965.517   MT  0.99996040   +0 59 47.8
 CM2219
 CM2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2219!SPC GA W     -   0.99997301  x   1.00000841  =   0.99998142
 CM2219!UTM  16      -   0.99997301  x   0.99996040  =   0.99993342
 CM2219
 CM2219|---------------------------------------------------------------------|
 CM2219| PID    Reference Object                     Distance      Geod. Az  |
 CM2219|                                                           dddmmss.s |
 CM2219| CM2223 BV 141 217 GADT 1973 PTA             29.315 METERS 31508     |
 CM2219| CY8681 BV 141 217 AZ MK                                   3250244.8 |
 CM2219|---------------------------------------------------------------------|
 CM2219
 CM2219                          SUPERSEDED SURVEY CONTROL
 CM2219
 CM2219  NAD 83(1994)-  32 59 27.36714(N)    085 10 12.57390(W) AD(       ) 2
 CM2219  NAD 83(1986)-  32 59 27.37178(N)    085 10 12.57022(W) AD(       ) 2
 CM2219  NAD 27      -  32 59 26.92391(N)    085 10 12.77918(W) AD(       ) 2
 CM2219  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 CM2219
 CM2219.Superseded values are not recommended for survey control.
 CM2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2219.See file dsdata.txt to determine how the superseded data were derived.
 CM2219
 CM2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7096651769(NAD 83)
 CM2219_MARKER: DD = SURVEY DISK
 CM2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2219
 CM2219  HISTORY     - Date     Condition        Report By
 CM2219  HISTORY     - 1973     MONUMENTED       GADT
 CM2219
 CM2219                          STATION DESCRIPTION
 CM2219
 CM2219'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2219'THE STATION IS LOCATED APPROXIMATELY 9 MILES SOUTHEAST OF
 CM2219'LA GRANGE AND 7-1/2 MILES NORTH OF WEST POINT ON U.S. GOVERNMENT
 CM2219'PROPERTY PRESENTLY UNDER CONSTRUCTION FOR A WEST POINT RESERVOIR
 CM2219'RECREATIONAL AREA.
 CM2219'
 CM2219'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO WEST
 CM2219'ON U.S. HIGHWAY 29 FOR 2.0 MILES TO THE INTERSECTION OF
 CM2219'U.S. HIGHWAY 29 AND STATE ROUTE 109 TO THE RIGHT.  CONTINUE
 CM2219'AHEAD ON U.S. HIGHWAY 29 FOR 3.15 MILES TO STATE ROUTE 238 TO
 CM2219'THE RIGHT.  TURN RIGHT, GOING WEST ALONG STATE ROUTE 238 FOR
 CM2219'3.05 MILES TO EARL E. COOK ROAD (COUNTY ROAD 51) TO THE LEFT.
 CM2219'TURN LEFT GOING SOUTHWEST ALONG EARL E. COOK ROAD FOR 1.10 MILES
 CM2219'TO ITS TERMINATION AT GLASS BRIDGE ROAD.  TURN RIGHT, GOING
 CM2219'NORTHWEST ALONG GLASS BRIDGE ROAD FOR 0.10 MILE TO THE
 CM2219'STATION ON THE LEFT.
 CM2219'
 CM2219'THE STATION IS LOCATED 136 FEET SOUTHWEST OF THE POINT OF
 CM2219'INTERSECTION OF THE CENTERLINES OF A NEW ROAD TO THE RECREATIONAL
 CM2219'AREA AND GLASS BRIDGE ROAD, 4.5 FEET NORTHWEST OF A WITNESS
 CM2219'POST, 39.0 FEET SOUTHEAST OF THE CENTERLINE OF THE NEW ROAD, AND
 CM2219'17.5 FEET NORTHEAST OF A 12 INCH CHINABERRY TREE.  IT IS A
 CM2219'STANDARD BRASS DISK STAMPED 141-217, SET IN A 10 INCH
 CM2219'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CM2219'THE UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED
 CM2219'141-217, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM2219'33 INCHES BELOW THE SURFACE OF THE GROUND.
 CM2219'
 CM2219'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHWEST
 CM2219'ALONG GLASS BRIDGE ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT ON
 CM2219'AN 8 FOOT CUT BANK.  IT IS LOCATED 7.0 FEET SOUTH OF A 5 INCH
 CM2219'ELM TREE, 55.0 FEET NORTHEAST OF THE CENTERLINE OF ANOTHER NEW
 CM2219'RECREATIONAL AREA ROAD, 40.3 FEET SOUTHWEST OF A BLAZED 14 INCH
 CM2219'PINE TREE, AND 54.5 FEET WEST OF A 14 INCH PINE TREE.  THE MARK
 CM2219'IS A STANDARD BRASS DISK STAMPED 141-217 AZMK, SET IN A 10 INCH
 CM2219'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2219'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2222 ***********************************************************************
 CM2222  DESIGNATION -  BV 141 218
 CM2222  PID         -  CM2222
 CM2222  STATE/COUNTY-  GA/TROUP
 CM2222  USGS QUAD   -  LANETT NORTH (1984)
 CM2222
 CM2222                         *CURRENT SURVEY CONTROL
 CM2222  ___________________________________________________________________
 CM2222* NAD 83(1994)-  32 58 00.45824(N)    085 07 47.08263(W)     ADJUSTED  
 CM2222* NAVD 88     -       225.     (meters)     738.     (feet)  VERTCON   
 CM2222  ___________________________________________________________________
 CM2222  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CM2222  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CM2222
 CM2222  HORZ ORDER  -  SECOND
 CM2222
 CM2222.The horizontal coordinates were established by classical geodetic methods
 CM2222.and adjusted by the National Geodetic Survey in September 1997..
 CM2222
 CM2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2222
 CM2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2222
 CM2222.The geoid height was determined by GEOID03.
 CM2222
 CM2222;                    North         East     Units Scale Factor Converg.
 CM2222;SPC GA W     -   329,330.816   609,970.779   MT  0.99999991   -0 31 26.7
 CM2222;SPC GA W     - 1,080,479.52  2,001,212.46   sFT  0.99999991   -0 31 26.7
 CM2222;UTM  16      - 3,649,158.396   674,789.588   MT  0.99997671   +1 01 04.7
 CM2222
 CM2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2222!SPC GA W     -   0.99996924  x   0.99999991  =   0.99996915
 CM2222!UTM  16      -   0.99996924  x   0.99997671  =   0.99994595
 CM2222
 CM2222:                Primary Azimuth Mark                     Grid Az
 CM2222:SPC GA W     -  BV 141 218 AZ MK                         225 03 19.1
 CM2222:UTM  16      -  BV 141 218 AZ MK                         223 30 47.7
 CM2222
 CM2222|---------------------------------------------------------------------|
 CM2222| PID    Reference Object                     Distance      Geod. Az  |
 CM2222|                                                           dddmmss.s |
 CM2222| CY8682 BV 141 218 AZ MK                                   2243152.4 |
 CM2222| CM2221 BV 141 218 GADT 1973 PTA             22.987 METERS 27117     |
 CM2222|---------------------------------------------------------------------|
 CM2222
 CM2222                          SUPERSEDED SURVEY CONTROL
 CM2222
 CM2222  NAD 83(1994)-  32 58 00.45883(N)    085 07 47.08384(W) AD(       ) 2
 CM2222  NAD 83(1986)-  32 58 00.46339(N)    085 07 47.08035(W) AD(       ) 2
 CM2222  NAD 27      -  32 58 00.01146(N)    085 07 47.29405(W) AD(       ) 2
 CM2222  NGVD 29 (07/19/86)  225.     (m)          738.     (f) VERT ANG       
 CM2222
 CM2222.Superseded values are not recommended for survey control.
 CM2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2222.See file dsdata.txt to determine how the superseded data were derived.
 CM2222
 CM2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7479049158(NAD 83)
 CM2222_MARKER: DD = SURVEY DISK
 CM2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2222
 CM2222  HISTORY     - Date     Condition        Report By
 CM2222  HISTORY     - 1973     MONUMENTED       GADT
 CM2222
 CM2222                          STATION DESCRIPTION
 CM2222
 CM2222'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2222'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES SOUTHEAST OF
 CM2222'LA GRANGE, AND 11-1/2 MILES NORTHWEST OF WHITESVILLE ON STATE
 CM2222'RIGHT OF WAY.
 CM2222'
 CM2222'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO WEST ON
 CM2222'U.S. HIGHWAY 29 FOR 2.0 MILES TO THE JUNCTION OF STATE ROUTE 109
 CM2222'TO THE RIGHT.  CONTINUE WEST ALONG U.S. HIGHWAY 29 FOR 3.0 MILES
 CM2222'TO THE JUNCTION OF STATE ROUTE 238 TO THE RIGHT.  CONTINUE WEST
 CM2222'ON U.S. HIGHWAY 29 FOR 3.5 MILES TO THE STATION ON THE LEFT.
 CM2222'
 CM2222'THE STATION IS LOCATED 37.0 FEET SOUTHEAST OF THE POINT OF
 CM2222'INTERSECTION OF THE CENTERLINES OF A PAVED DRIVE AND U.S. HIGHWAY
 CM2222'29, 110.8 FEET NORTHEAST OF THE INTERSECTION OF A DIRT DRIVE AND
 CM2222'U.S. HIGHWAY 29, 39.8 FEET SOUTHWEST OF A POWER POLE, AND 4 FEET
 CM2222'EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 CM2222'141-218, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM2222'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 CM2222'A STANDARD DISK STAMPED 141-218, SET IN AN IRREGULAR MASS OF
 CM2222'CONCRETE APPROXIMATELY 30 INCHES BELOW THE SURFACE OF THE
 CM2222'GROUND.
 CM2222'
 CM2222'TO REACH THE AZIMUTH MARK CONTINUE ON U.S. HIGHWAY 29 IN A
 CM2222'SOUTHWESTERLY DIRECTION FOR 0.65 MILE TO THE LONG CANE BAPTIST
 CM2222'CHURCH AND THE MARK ON THE RIGHT.  IT IS LOCATED 43 FEET WEST OF
 CM2222'THE CENTERLINE OF U.S. HIGHWAY 29, 79 FEET NORTHWEST OF THE
 CM2222'POINT OF INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 29 AND
 CM2222'THE LONG CANE BAPTIST CHURCH DRIVEWAY, 236 FEET SOUTHWEST OF THE
 CM2222'POINT OF INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 29 AND
 CM2222'LONG CANE ROAD (COUNTY ROAD 92095), AND 24 FEET EAST OF A ROCK
 CM2222'WELL IN THE FRONT YARD OF LONG CANE BAPTIST CHURCH.  IT IS A
 CM2222'STANDARD DISK STAMPED 141-218 AZMK SET IN THE TOP OF A
 CM2222'10-INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 CM2222'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2169 ***********************************************************************
 CM2169  DESIGNATION -  BV 141 219
 CM2169  PID         -  CM2169
 CM2169  STATE/COUNTY-  GA/TROUP
 CM2169  USGS QUAD   -  CANNONVILLE (1984)
 CM2169
 CM2169                         *CURRENT SURVEY CONTROL
 CM2169  ___________________________________________________________________
 CM2169* NAD 83(1994)-  32 58 47.52099(N)    085 02 53.42302(W)     ADJUSTED  
 CM2169* NAVD 88     -       233.     (meters)     764.     (feet)  VERTCON   
 CM2169  ___________________________________________________________________
 CM2169  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CM2169  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CM2169
 CM2169  HORZ ORDER  -  SECOND
 CM2169
 CM2169.The horizontal coordinates were established by classical geodetic methods
 CM2169.and adjusted by the National Geodetic Survey in September 1997..
 CM2169
 CM2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2169
 CM2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2169
 CM2169.The geoid height was determined by GEOID03.
 CM2169
 CM2169;                    North         East     Units Scale Factor Converg.
 CM2169;SPC GA W     -   330,713.787   617,608.594   MT  0.99998367   -0 28 47.5
 CM2169;SPC GA W     - 1,085,016.82  2,026,270.86   sFT  0.99998367   -0 28 47.5
 CM2169;UTM  16      - 3,650,746.445   682,387.425   MT  1.00001017   +1 03 45.9
 CM2169
 CM2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2169!SPC GA W     -   0.99996797  x   0.99998367  =   0.99995164
 CM2169!UTM  16      -   0.99996797  x   1.00001017  =   0.99997814
 CM2169
 CM2169|---------------------------------------------------------------------|
 CM2169| PID    Reference Object                     Distance      Geod. Az  |
 CM2169|                                                           dddmmss.s |
 CM2169| CM2168 BV 141 219 GADT 1973 PTA             21.364 METERS 23909     |
 CM2169| CY8683 BV 141 219 AZ MK                                   2414101.5 |
 CM2169|---------------------------------------------------------------------|
 CM2169
 CM2169                          SUPERSEDED SURVEY CONTROL
 CM2169
 CM2169  NAD 83(1994)-  32 58 47.52261(N)    085 02 53.42379(W) AD(       ) 2
 CM2169  NAD 83(1986)-  32 58 47.52621(N)    085 02 53.42083(W) AD(       ) 2
 CM2169  NAD 27      -  32 58 47.07316(N)    085 02 53.64339(W) AD(       ) 2
 CM2169  NGVD 29 (07/19/86)  233.     (m)          764.     (f) VERT ANG       
 CM2169
 CM2169.Superseded values are not recommended for survey control.
 CM2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2169.See file dsdata.txt to determine how the superseded data were derived.
 CM2169
 CM2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8238750746(NAD 83)
 CM2169_MARKER: DD = SURVEY DISK
 CM2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2169
 CM2169  HISTORY     - Date     Condition        Report By
 CM2169  HISTORY     - 1973     MONUMENTED       GADT
 CM2169
 CM2169                          STATION DESCRIPTION
 CM2169
 CM2169'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2169'THE STATION IS LOCATED 4.4 MILES SOUTH-SOUTHWEST OF LA GRANGE,
 CM2169'9.5 MILES NORTHEAST OF WEST POINT, AND 13.1 MILES SOUTHWEST OF
 CM2169'ODESSADALE ON INTERSTATE 85 RIGHT OF WAY.
 CM2169'
 CM2169'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, PROCEED
 CM2169'SOUTH ON U.S. 27 AND STATE ROUTE 219 FOR 0.45 MILE TO THE
 CM2169'JUNCTION OF STATE ROUTE 219 TO THE RIGHT.  CONTINUE SOUTH ON
 CM2169'STATE ROUTE 219 FOR 2.7 MILES TO HUTCHINSON MILL ROAD ON THE
 CM2169'RIGHT.  CONTINUE SOUTH ALONG STATE ROUTE 219 FOR 0.25 MILE TO
 CM2169'THE INTERSECTION OF STATE ROUTE 219 AND I-85 CROSSING.  TURN
 CM2169'RIGHT, SOUTHWEST, ALONG INTERSTATE 85 FOR 1.85 MILES TO THE
 CM2169'STATION ON THE RIGHT ON A 20 FOOT CUT BANK NEAR A POWERLINE
 CM2169'CROSSING THE INTERSTATE HIGHWAY.
 CM2169'
 CM2169'THE STATION IS LOCATED 99.0 FEET NORTHWEST OF THE EDGE OF THE
 CM2169'PAVEMENT, 7 FEET SOUTHEAST OF A WITNESS POST AND THE RIGHT OF
 CM2169'WAY FENCE, 10 FEET SOUTHWEST OF A 14 INCH PINE TREE, AND 63 FEET
 CM2169'EAST OF THE CENTER PULL POST OF A BRACE IN THE RIGHT OF WAY
 CM2169'FENCE.  IT IS A STANDARD DISK STAMPED 141-219, SET IN THE TOP OF
 CM2169'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2169'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2169'141-219, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM2169'INCHES BELOW THE SURFACE OF THE GROUND.
 CM2169'
 CM2169'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 CM2169'ON INTERSTATE 85 FOR 0.35 MILE TO THE MARK ON THE LEFT ON A 20
 CM2169'FOOT CUT BANK.  IT IS LOCATED 123 FEET SOUTHEAST OF THE
 CM2169'SOUTHEAST EDGE OF THE PAVEMENT OF THE NORTHEAST-BOUND LANE, 11.0
 CM2169'FEET NORTH-NORTHWEST OF A WITNESS POST AT THE RIGHT OF WAY
 CM2169'FENCE, 24 FEET WEST OF THE CENTER PULL POST OF A BRACE IN THE
 CM2169'FENCE, AND 20 FEET EAST OF A 6 INCH MAPLE TREE.  THE MARK IS A
 CM2169'STANDARD DISK STAMPED 141-219 AZMK, SET IN THE TOP OF A 10
 CM2169'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3084 ***********************************************************************
 DG3084  DESIGNATION -  BV 141 220
 DG3084  PID         -  DG3084
 DG3084  STATE/COUNTY-  GA/TROUP
 DG3084  USGS QUAD   -  MOUNTVILLE (1982)
 DG3084
 DG3084                         *CURRENT SURVEY CONTROL
 DG3084  ___________________________________________________________________
 DG3084* NAD 83(1994)-  33 02 06.06046(N)    084 56 47.88608(W)     ADJUSTED  
 DG3084* NAVD 88     -       247.     (meters)     810.     (feet)  VERTCON   
 DG3084  ___________________________________________________________________
 DG3084  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 DG3084  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3084
 DG3084  HORZ ORDER  -  SECOND
 DG3084
 DG3084.The horizontal coordinates were established by classical geodetic methods
 DG3084.and adjusted by the National Geodetic Survey in September 1997..
 DG3084
 DG3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3084
 DG3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3084
 DG3084.The geoid height was determined by GEOID03.
 DG3084
 DG3084;                    North         East     Units Scale Factor Converg.
 DG3084;SPC GA W     -   336,754.869   627,144.623   MT  0.99996542   -0 25 30.8
 DG3084;SPC GA W     - 1,104,836.60  2,057,556.98   sFT  0.99996542   -0 25 30.8
 DG3084;UTM  16      - 3,657,042.605   691,757.775   MT  1.00005340   +1 07 11.1
 DG3084
 DG3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3084!SPC GA W     -   0.99996576  x   0.99996542  =   0.99993118
 DG3084!UTM  16      -   0.99996576  x   1.00005340  =   1.00001916
 DG3084
 DG3084|---------------------------------------------------------------------|
 DG3084| PID    Reference Object                     Distance      Geod. Az  |
 DG3084|                                                           dddmmss.s |
 DG3084| DG3083 BV 141 220 GADT 1973 PTA             22.257 METERS 01611     |
 DG3084| DG3076 MOUNT                               APPROX. 7.1 KM 0894843.6 |
 DG3084| CY9743 BV 141 220 AZ MK                                   3495732.0 |
 DG3084|---------------------------------------------------------------------|
 DG3084
 DG3084                          SUPERSEDED SURVEY CONTROL
 DG3084
 DG3084  NAD 83(1994)-  33 02 06.06287(N)    084 56 47.88674(W) AD(       ) 2
 DG3084  NAD 83(1986)-  33 02 06.06594(N)    084 56 47.88415(W) AD(       ) 2
 DG3084  NAD 27      -  33 02 05.61706(N)    084 56 48.11573(W) AD(       ) 2
 DG3084  NGVD 29 (07/19/86)  247.     (m)          810.     (f) VERT ANG       
 DG3084
 DG3084.Superseded values are not recommended for survey control.
 DG3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3084.See file dsdata.txt to determine how the superseded data were derived.
 DG3084
 DG3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9175857043(NAD 83)
 DG3084_MARKER: DD = SURVEY DISK
 DG3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3084+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 DG3084
 DG3084  HISTORY     - Date     Condition        Report By
 DG3084  HISTORY     - 1973     MONUMENTED       GADT
 DG3084  HISTORY     - 20060426 GOOD             FRELAN
 DG3084
 DG3084                          STATION DESCRIPTION
 DG3084
 DG3084'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DG3084'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES SOUTHEAST OF
 DG3084'LA GRANGE AND 8.0 MILES NORTHWEST OF ODESSADALE ON COUNTY RIGHT
 DG3084'OF WAY.
 DG3084'
 DG3084'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO EAST ALONG
 DG3084'STATE ROUTE 109 FOR 4.0 MILES TO CALLOWAY CHURCH ROAD (TROUP
 DG3084'COUNTY ROAD 206) ON THE RIGHT.  CONTINUE AHEAD, EAST, ON STATE
 DG3084'ROUTE 109 FOR 1.0 MILE TO STEWART ROAD (COUNTY ROAD 226) ON THE
 DG3084'RIGHT.  TURN RIGHT, SOUTH, ALONG STEWART ROAD FOR 0.5 MILE TO
 DG3084'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ALONG STEWART ROAD
 DG3084'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DG3084'
 DG3084'THE STATION IS LOCATED 39.4 FEET WEST OF THE CENTERLINE OF
 DG3084'STEWART ROAD, 3.8 FEET EAST OF A WITNESS POST AND A FENCE, 86
 DG3084'FEET SOUTHWEST OF A CORNER FENCE POST, AND 64.3 FEET
 DG3084'NORTH-NORTHEAST OF A CROSS FENCE POST AT THE T INTERSECTION.  IT
 DG3084'IS A STANDARD BRASS DISK STAMPED 141-220, SET IN THE TOP OF A 10
 DG3084'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3084'GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED
 DG3084'141-220, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 33
 DG3084'INCHES BELOW THE SURFACE OF THE GROUND.
 DG3084'
 DG3084'THE AZIMUTH MARK IS LOCATED 36 FEET EAST OF THE CENTERLINE OF
 DG3084'STEWART ROAD, 58 FEET NORTH-NORTHWEST OF A NORTH GATE POST, 30
 DG3084'FEET SOUTH OF A POWER POLE LOCATED AT A FENCE CORNER, 5.0 FEET
 DG3084'WEST OF THE FENCE, AND 4.2 FEET WEST OF THE WITNESS POST.  IT IS
 DG3084'A STANDARD BRASS DISK STAMPED 141-220 AZMK, SET IN THE TOP OF A
 DG3084'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DG3084'GROUND.
 DG3084
 DG3084                          STATION RECOVERY (2006)
 DG3084
 DG3084'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 DG3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2131 ***********************************************************************
 CM2131  DESIGNATION -  BV 141 221
 CM2131  PID         -  CM2131
 CM2131  STATE/COUNTY-  GA/TROUP
 CM2131  USGS QUAD   -  DURAND (1964)
 CM2131
 CM2131                         *CURRENT SURVEY CONTROL
 CM2131  ___________________________________________________________________
 CM2131* NAD 83(1994)-  32 56 14.31167(N)    084 52 18.30139(W)     ADJUSTED  
 CM2131* NAVD 88     -       239.     (meters)     784.     (feet)  VERTCON   
 CM2131  ___________________________________________________________________
 CM2131  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CM2131  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CM2131
 CM2131  HORZ ORDER  -  SECOND
 CM2131
 CM2131.The horizontal coordinates were established by classical geodetic methods
 CM2131.and adjusted by the National Geodetic Survey in September 1997..
 CM2131
 CM2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2131
 CM2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2131
 CM2131.The geoid height was determined by GEOID03.
 CM2131
 CM2131;                    North         East     Units Scale Factor Converg.
 CM2131;SPC GA W     -   325,869.965   634,067.008   MT  0.99995358   -0 23 00.2
 CM2131;SPC GA W     - 1,069,125.04  2,080,268.18   sFT  0.99995358   -0 23 00.2
 CM2131;UTM  16      - 3,646,346.852   698,971.543   MT  1.00008817   +1 09 27.2
 CM2131
 CM2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2131!SPC GA W     -   0.99996696  x   0.99995358  =   0.99992055
 CM2131!UTM  16      -   0.99996696  x   1.00008817  =   1.00005513
 CM2131
 CM2131:                Primary Azimuth Mark                     Grid Az
 CM2131:SPC GA W     -  BV 141 221 AZ MK                         150 35 05.7
 CM2131:UTM  16      -  BV 141 221 AZ MK                         149 02 38.3
 CM2131
 CM2131|---------------------------------------------------------------------|
 CM2131| PID    Reference Object                     Distance      Geod. Az  |
 CM2131|                                                           dddmmss.s |
 CM2131| CY8684 BV 141 221 AZ MK                                   1501205.5 |
 CM2131| CM2132 BV 141 221 GADT 1973 PTA             24.709 METERS 16425     |
 CM2131|---------------------------------------------------------------------|
 CM2131
 CM2131                          SUPERSEDED SURVEY CONTROL
 CM2131
 CM2131  NAD 83(1994)-  32 56 14.31449(N)    084 52 18.30213(W) AD(       ) 2
 CM2131  NAD 83(1986)-  32 56 14.31713(N)    084 52 18.29978(W) AD(       ) 2
 CM2131  NAD 27      -  32 56 13.85648(N)    084 52 18.54175(W) AD(       ) 2
 CM2131  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 CM2131
 CM2131.Superseded values are not recommended for survey control.
 CM2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2131.See file dsdata.txt to determine how the superseded data were derived.
 CM2131
 CM2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9897246347(NAD 83)
 CM2131_MARKER: DD = SURVEY DISK
 CM2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2131
 CM2131  HISTORY     - Date     Condition        Report By
 CM2131  HISTORY     - 1973     MONUMENTED       GADT
 CM2131
 CM2131                          STATION DESCRIPTION
 CM2131
 CM2131'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2131'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES NORTH OF PINE
 CM2131'MOUNTAIN, 5 MILES NORTHWEST OF WHITE SILVER SPRINGS, AND 6.1
 CM2131'MILES SOUTHEAST OF DURAND ON THE PROPERTY OF JAMES T. WILLIAMS.
 CM2131'
 CM2131'TO REACH THE STATION FROM THE NORTHERN INTERSECTION OF U.S. 27
 CM2131'AND STATE ROUTE 18 IN PINE MOUNTAIN, GO NORTH ON U.S. 27 FOR 0.2
 CM2131'MILE TO DALLAS MILL ROAD ON THE RIGHT.  TURN RIGHT, GOING NORTH
 CM2131'ON DALLAS MILL ROAD FOR 0.9 MILE TO CHIPLEY ROAD FORKING TO THE
 CM2131'LEFT.  CONTINUE RIGHT GOING NORTH ON DALLAS MILL ROAD FOR 4.05
 CM2131'MILES TO PERRYS MILL ROAD CROSSING.  CONTINUE NORTH ALONG DALLAS
 CM2131'MILL ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A
 CM2131'GATE.  CONTINUE NORTH ALONG DALLAS MILL ROAD FOR 0.2 MILE TO
 CM2131'THE STATION ON THE LEFT.
 CM2131'
 CM2131'THE STATION IS LOCATED 4.2 FEET EAST OF A WITNESS POST, 53.0
 CM2131'FEET WEST OF THE CENTERLINE OF DALLAS MILL ROAD, 98.0 FEET
 CM2131'NORTHEAST OF THE NORTHWEST CORNER OF A BARN, 45 FEET WEST OF A
 CM2131'FENCE THAT IS PARALLEL WITH THE ROAD, AND 11.7 FEET NORTHWEST OF
 CM2131'THE CORNER FENCE POST AT THE INTERSECTION OF THE FENCE WITH A
 CM2131'FENCE LEADING TO THE BARN.  IT IS A STANDARD DISK STAMPED
 CM2131'141-221, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM2131'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 CM2131'A STANDARD DISK STAMPED 141-221, SET IN AN IRREGULAR MASS OF
 CM2131'CONCRETE APPROXIMATELY 31 INCHES BELOW THE GROUND SURFACE.
 CM2131'
 CM2131'THE AZIMUTH MARK IS LOCATED 35.0 FEET EAST OF THE CENTERLINE OF
 CM2131'DALLAS MILL ROAD, 4.3 FEET EAST OF A WITNESS POST, 99 FEET
 CM2131'NORTHEAST OF A 12 INCH ELM TREE, 23 FEET SOUTHEAST OF A 12 INCH
 CM2131'ELM TREE, AND 33 FEET SOUTHEAST OF THE SOUTH GATE POST.  IT IS A
 CM2131'STANDARD DISK STAMPED 141-221 AZMK, SET IN THE TOP OF A 10 INCH
 CM2131'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2164 ***********************************************************************
 CM2164  DESIGNATION -  BV 141 222
 CM2164  PID         -  CM2164
 CM2164  STATE/COUNTY-  GA/TROUP
 CM2164  USGS QUAD   -  HILYER (1985)
 CM2164
 CM2164                         *CURRENT SURVEY CONTROL
 CM2164  ___________________________________________________________________
 CM2164* NAD 83(1994)-  32 57 41.31797(N)    084 56 56.71123(W)     ADJUSTED  
 CM2164* NAVD 88     -       261.     (meters)     856.     (feet)  VERTCON   
 CM2164  ___________________________________________________________________
 CM2164  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CM2164  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CM2164
 CM2164  HORZ ORDER  -  SECOND
 CM2164
 CM2164.The horizontal coordinates were established by classical geodetic methods
 CM2164.and adjusted by the National Geodetic Survey in September 1997..
 CM2164
 CM2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2164
 CM2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2164
 CM2164.The geoid height was determined by GEOID03.
 CM2164
 CM2164;                    North         East     Units Scale Factor Converg.
 CM2164;SPC GA W     -   328,601.210   626,854.977   MT  0.99996595   -0 25 32.6
 CM2164;SPC GA W     - 1,078,085.80  2,056,606.70   sFT  0.99996595   -0 25 32.6
 CM2164;UTM  16      - 3,648,883.388   691,687.845   MT  1.00005308   +1 06 58.3
 CM2164
 CM2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2164!SPC GA W     -   0.99996354  x   0.99996595  =   0.99992949
 CM2164!UTM  16      -   0.99996354  x   1.00005308  =   1.00001662
 CM2164
 CM2164:                Primary Azimuth Mark                     Grid Az
 CM2164:SPC GA W     -  BV 141 222 AZ MK                         041 48 21.4
 CM2164:UTM  16      -  BV 141 222 AZ MK                         040 15 50.5
 CM2164
 CM2164|---------------------------------------------------------------------|
 CM2164| PID    Reference Object                     Distance      Geod. Az  |
 CM2164|                                                           dddmmss.s |
 CM2164| CY8685 BV 141 222 AZ MK                                   0412248.8 |
 CM2164| CM2165 BV 141 222 GADT 1973 PTA             24.301 METERS 11841     |
 CM2164|---------------------------------------------------------------------|
 CM2164
 CM2164                          SUPERSEDED SURVEY CONTROL
 CM2164
 CM2164  NAD 83(1994)-  32 57 41.32078(N)    084 56 56.71197(W) AD(       ) 2
 CM2164  NAD 83(1986)-  32 57 41.32354(N)    084 56 56.70949(W) AD(       ) 2
 CM2164  NAD 27      -  32 57 40.86708(N)    084 56 56.94295(W) AD(       ) 2
 CM2164  NGVD 29 (07/19/86)  261.     (m)          856.     (f) VERT ANG       
 CM2164
 CM2164.Superseded values are not recommended for survey control.
 CM2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2164.See file dsdata.txt to determine how the superseded data were derived.
 CM2164
 CM2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9168848883(NAD 83)
 CM2164_MARKER: DD = SURVEY DISK
 CM2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2164
 CM2164  HISTORY     - Date     Condition        Report By
 CM2164  HISTORY     - 1973     MONUMENTED       GADT
 CM2164
 CM2164                          STATION DESCRIPTION
 CM2164
 CM2164'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2164'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHWEST OF
 CM2164'MOUNTVILLE, 7-1/4 MILES SOUTHEAST OF LA GRANGE, AND 9 MILES
 CM2164'NORTHWEST OF PINE MOUNTAIN ON TROUP COUNTY PROPERTY.
 CM2164'
 CM2164'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, TRAVEL SOUTH
 CM2164'ON U.S. HIGHWAY 27 FOR 0.45 MILE TO THE INTERSECTION OF
 CM2164'U.S. HIGHWAY 27 AND STATE ROUTE 219 TO THE RIGHT.  CONTINUE
 CM2164'SOUTHEASTERLY ON U.S. HIGHWAY 27 FOR 7.75 MILES TO ROSEMONT ROAD
 CM2164'(TROUP COUNTY ROAD 201) TO THE LEFT.  TURN LEFT, EASTERLY, ON
 CM2164'ROSEMONT ROAD, TRAVELING FOR 0.2 MILE TO THE STATION ON THE
 CM2164'RIGHT.
 CM2164'
 CM2164'THE STATION IS LOCATED 141.4 FEET SOUTH OF THE CENTERLINE OF
 CM2164'ROSEMONT ROAD, 4.2 FEET NORTHWEST OF A WITNESS POST, 76 FEET
 CM2164'WEST OF THE NORTHWEST CORNER OF A GYMNASIUM, 366 FEET NORTHEAST
 CM2164'OF THE CENTERLINE OF U.S. HIGHWAY 27, 175.5 FEET FROM THE
 CM2164'NORTHWEST CORNER OF THE ROSEMONT SCHOOL AND 105 FEET SOUTHWEST
 CM2164'OF A 24 INCH OAK TREE.  IT IS A STANDARD BRASS DISK STAMPED
 CM2164'141-222, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM2164'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 CM2164'A STANDARD DISK STAMPED 141-222, SET IN AN IRREGULAR MASS OF
 CM2164'CONCRETE APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE
 CM2164'GROUND.
 CM2164'
 CM2164'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD
 CM2164'NORTHEASTERLY ON ROSEMONT ROAD FOR 0.55 MILE TO THE AZIMUTH MARK
 CM2164'ON THE RIGHT.  IT IS LOCATED 37.5 FEET SOUTH OF THE CENTERLINE
 CM2164'OF ROSEMONT ROAD, 5 FEET NORTH OF A WITNESS POST ON A FENCELINE,
 CM2164'AND 115 FEET SOUTHEAST OF A POWER POLE.  IT IS A STANDARD BRASS
 CM2164'DISK STAMPED 141-222 AZMK, SET IN THE TOP OF A 10 INCH
 CM2164'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2161 ***********************************************************************
 CM2161  DESIGNATION -  BV 141 223
 CM2161  PID         -  CM2161
 CM2161  STATE/COUNTY-  GA/TROUP
 CM2161  USGS QUAD   -  HILYER (1985)
 CM2161
 CM2161                         *CURRENT SURVEY CONTROL
 CM2161  ___________________________________________________________________
 CM2161* NAD 83(1994)-  32 58 55.41109(N)    084 54 11.83793(W)     ADJUSTED  
 CM2161* NAVD 88     -       245.     (meters)     804.     (feet)  VERTCON   
 CM2161  ___________________________________________________________________
 CM2161  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CM2161  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CM2161
 CM2161  HORZ ORDER  -  SECOND
 CM2161
 CM2161.The horizontal coordinates were established by classical geodetic methods
 CM2161.and adjusted by the National Geodetic Survey in September 1997..
 CM2161
 CM2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2161
 CM2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2161
 CM2161.The geoid height was determined by GEOID03.
 CM2161
 CM2161;                    North         East     Units Scale Factor Converg.
 CM2161;SPC GA W     -   330,852.738   631,152.516   MT  0.99995842   -0 24 03.7
 CM2161;SPC GA W     - 1,085,472.69  2,070,706.21   sFT  0.99995842   -0 24 03.7
 CM2161;UTM  16      - 3,651,250.012   695,923.654   MT  1.00007332   +1 08 30.4
 CM2161
 CM2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2161!SPC GA W     -   0.99996605  x   0.99995842  =   0.99992447
 CM2161!UTM  16      -   0.99996605  x   1.00007332  =   1.00003937
 CM2161
 CM2161|---------------------------------------------------------------------|
 CM2161| PID    Reference Object                     Distance      Geod. Az  |
 CM2161|                                                           dddmmss.s |
 CM2161| CM2162 BV 141 223 GADT 1973 PTA             29.982 METERS 16024     |
 CM2161| CY8686 BV 141 223 AZ MK                                   2401643.2 |
 CM2161|---------------------------------------------------------------------|
 CM2161
 CM2161                          SUPERSEDED SURVEY CONTROL
 CM2161
 CM2161  NAD 83(1994)-  32 58 55.41391(N)    084 54 11.83868(W) AD(       ) 2
 CM2161  NAD 83(1986)-  32 58 55.41657(N)    084 54 11.83619(W) AD(       ) 2
 CM2161  NAD 27      -  32 58 54.96106(N)    084 54 12.07355(W) AD(       ) 2
 CM2161  NGVD 29 (07/19/86)  245.     (m)          804.     (f) VERT ANG       
 CM2161
 CM2161.Superseded values are not recommended for survey control.
 CM2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2161.See file dsdata.txt to determine how the superseded data were derived.
 CM2161
 CM2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9592451250(NAD 83)
 CM2161_MARKER: DD = SURVEY DISK
 CM2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2161
 CM2161  HISTORY     - Date     Condition        Report By
 CM2161  HISTORY     - 1973     MONUMENTED       GADT
 CM2161
 CM2161                          STATION DESCRIPTION
 CM2161
 CM2161'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2161'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHWEST OF
 CM2161'MOUNTVILLE, 8-1/2 MILES SOUTHEAST OF LA GRANGE, AND 9 MILES
 CM2161'NORTHWEST OF DURAND ON THE PROPERTY OF BENTON BLAIR.
 CM2161'
 CM2161'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, TRAVEL
 CM2161'SOUTH ON U.S. HIGHWAY 27 FOR 0.45 MILES TO THE INTERSECTION OF
 CM2161'U.S. HIGHWAY 27 AND STATE ROUTE 219.  CONTINUE SOUTH ON
 CM2161'U.S. HIGHWAY 27 FOR 7.75 MILES TO ROSEMONT ROAD (COUNTY ROAD
 CM2161'201).  TURN LEFT, TRAVELING NORTHEASTERLY ON ROSEMONT ROAD FOR
 CM2161'1.2 MILES TO BIRLEY ROAD (COUNTY ROAD 196) ON THE RIGHT.  TURN
 CM2161'RIGHT, TRAVELING EAST ON BIRLEY ROAD FOR 1.20 MILES TO THE
 CM2161'JUNCTION OF SMOKEY ROAD (COUNTY ROAD 199).  CONTINUE AHEAD IN
 CM2161'AN EASTERLY DIRECTION FOR 0.7 MILE ON BIRLEY ROAD TO ITS
 CM2161'TERMINATION AT STOVALL ROAD (COUNTY ROAD 91428) CROSSING.  TURN
 CM2161'LEFT, TRAVELING NORTH ON STOVALL ROAD FOR 0.7 MILE TO A
 CM2161'PASTURE GATE ON THE RIGHT.  TURN RIGHT INTO THE PASTURE,
 CM2161'PASSING THROUGH A GATE IN A NORTHEASTERLY DIRECTION FOR 0.25
 CM2161'MILE TO A LARGE CEDAR TREE AND THE STATION LOCATED ON A HILL.
 CM2161'
 CM2161'THE STATION IS A STANDARD BRASS DISK STAMPED 141-223, SET IN
 CM2161'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2161'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2161'STAMPED 141-223, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2161'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2161'LOCATED 37.0 FEET SOUTHWEST OF A 10 INCH CEDAR TREE, 345.0
 CM2161'FEET NORTH OF A 15 INCH CEDAR TREE, 40.5 FEET SOUTHEAST OF A 10
 CM2161'INCH OAK TREE, AND 7.0 FEET SOUTH OF A WITNESS POST SET ON A
 CM2161'FENCE LINE.
 CM2161'
 CM2161'TO REACH THE AZIMUTH MARK FROM THE GATE TO THE PASTURE,
 CM2161'CONTINUE AHEAD ON STOVALL ROAD FOR 0.05 MILE TO THE MARK ON THE
 CM2161'LEFT.  THE MARK IS A STANDARD DISK STAMPED 141-223 AZMK, SET IN
 CM2161'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2161'SURFACE OF THE GROUND.  IT IS LOCATED 39.8 FEET SOUTHWEST OF THE
 CM2161'CENTERLINE OF THE ROAD, 55.0 FEET EAST OF A 30 INCH PECAN TREE,
 CM2161'99.0 FEET SOUTH OF A 6 INCH PINE TREE IN A FENCE LINE, 124.5
 CM2161'FEET NORTHWEST OF ANOTHER 6 INCH PINE TREE IN THE FENCE AND
 CM2161'3.0 FEET NORTHEAST OF A WITNESS POST SET IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2174 ***********************************************************************
 CM2174  DESIGNATION -  BV 141 224
 CM2174  PID         -  CM2174
 CM2174  STATE/COUNTY-  GA/TROUP
 CM2174  USGS QUAD   -  CANNONVILLE (1984)
 CM2174
 CM2174                         *CURRENT SURVEY CONTROL
 CM2174  ___________________________________________________________________
 CM2174* NAD 83(1994)-  32 55 30.32790(N)    085 00 09.02921(W)     ADJUSTED  
 CM2174* NAVD 88     -       223.     (meters)     732.     (feet)  VERTCON   
 CM2174  ___________________________________________________________________
 CM2174  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CM2174  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CM2174
 CM2174  HORZ ORDER  -  SECOND
 CM2174
 CM2174.The horizontal coordinates were established by classical geodetic methods
 CM2174.and adjusted by the National Geodetic Survey in September 1997..
 CM2174
 CM2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2174
 CM2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2174
 CM2174.The geoid height was determined by GEOID03.
 CM2174
 CM2174;                    North         East     Units Scale Factor Converg.
 CM2174;SPC GA W     -   324,604.465   621,828.663   MT  0.99997532   -0 27 15.6
 CM2174;SPC GA W     - 1,064,973.15  2,040,116.21   sFT  0.99997532   -0 27 15.6
 CM2174;UTM  16      - 3,644,752.615   686,770.492   MT  1.00003013   +1 05 09.7
 CM2174
 CM2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2174!SPC GA W     -   0.99996951  x   0.99997532  =   0.99994483
 CM2174!UTM  16      -   0.99996951  x   1.00003013  =   0.99999964
 CM2174
 CM2174|---------------------------------------------------------------------|
 CM2174| PID    Reference Object                     Distance      Geod. Az  |
 CM2174|                                                           dddmmss.s |
 CM2174| CM2173 BV 141 224 GADT 1973 PTA             22.996 METERS 02354     |
 CM2174| CY8687 BV 141 224 AZ MK                                   2471907.2 |
 CM2174| CM2178 HODNETT                             APPROX. 3.9 KM 3264210.2 |
 CM2174|---------------------------------------------------------------------|
 CM2174
 CM2174                          SUPERSEDED SURVEY CONTROL
 CM2174
 CM2174  NAD 83(1994)-  32 55 30.32971(N)    085 00 09.02966(W) AD(       ) 2
 CM2174  NAD 83(1986)-  32 55 30.33318(N)    085 00 09.02707(W) AD(       ) 2
 CM2174  NAD 27      -  32 55 29.87394(N)    085 00 09.25545(W) AD(       ) 2
 CM2174  NGVD 29 (07/19/86)  223.     (m)          732.     (f) VERT ANG       
 CM2174
 CM2174.Superseded values are not recommended for survey control.
 CM2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2174.See file dsdata.txt to determine how the superseded data were derived.
 CM2174
 CM2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8677044753(NAD 83)
 CM2174_MARKER: DD = SURVEY DISK
 CM2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2174
 CM2174  HISTORY     - Date     Condition        Report By
 CM2174  HISTORY     - 1973     MONUMENTED       GADT
 CM2174
 CM2174                          STATION DESCRIPTION
 CM2174
 CM2174'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2174'THE STATION IS LOCATED APPROXIMATELY 8 MILES SOUTHEAST OF
 CM2174'LA GRANGE, 8 MILES NORTHEAST OF WHITESVILLE, AND 9-1/2 MILES
 CM2174'NORTHWEST OF PINE MOUNTAIN ON COUNTY RIGHT OF WAY.
 CM2174'
 CM2174'TO REACH THE STATION FROM THE SQUARE IN LA GRANGE, GO SOUTH ON
 CM2174'U.S. 27 FOR 0.5 MILE TO THE INTERSECTION OF U.S. 27 AND STATE
 CM2174'ROUTE 219.  TURN RIGHT ON STATE ROUTE 219 GOING SOUTH FOR 4.3
 CM2174'MILES TO LONG CANE CREEK.  CONTINUE SOUTH ON STATE ROUTE 219 FOR
 CM2174'4.1 MILES TO BURKES CHAPEL ROAD (TROUP COUNTY ROAD 78).  TURN
 CM2174'LEFT ON BURKES CHAPEL ROAD GOING EASTERLY FOR 1.1 MILES TO THE
 CM2174'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON BURKES CHAPEL ROAD
 CM2174'IN AN EASTERLY DIRECTION FOR 0.15 MILE TO THE STATION ON THE
 CM2174'LEFT.
 CM2174'
 CM2174'THE STATION IS LOCATED ON A 5 FOOT CUT BANK 35.4 FEET NORTH OF
 CM2174'THE CENTERLINE OF BURKES CHAPEL ROAD, 8 FEET NORTH OF THE TOP
 CM2174'EDGE OF THE CUT BANK, 4.5 FEET SOUTH OF A WITNESS POST ON A
 CM2174'FENCELINE, 159.7 FEET WEST OF A POWER POLE, 134.9 FEET NORTHEAST
 CM2174'OF THE POINT OF INTERSECTION OF A DIRT DRIVEWAY AND BURKES
 CM2174'CHAPEL ROAD, AND 100 FEET NORTHWEST OF A POWER POLE ON THE SOUTH
 CM2174'SIDE OF THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 141-224,
 CM2174'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM2174'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 CM2174'STANDARD DISK STAMPED 141-224, SET IN AN IRREGULAR MASS OF
 CM2174'CONCRETE APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE
 CM2174'GROUND.
 CM2174'
 CM2174'THE AZIMUTH MARK IS LOCATED 36 FEET NORTH OF THE CENTERLINE OF
 CM2174'BURKES CHAPEL ROAD, 3.5 FEET SOUTH OF A WITNESS POST SET AT THE
 CM2174'SOUTH EDGE OF A TREE LINE, AND 200 FEET NORTHWEST OF A POWER
 CM2174'POLE LOCATED ON THE SOUTH SIDE OF THE ROAD.  IT IS A STANDARD
 CM2174'BRASS DISK STAMPED 141-224 AZMK, SET IN A 10 INCH CYLINDRICAL
 CM2174'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2177 ***********************************************************************
 CM2177  DESIGNATION -  BV 141 225
 CM2177  PID         -  CM2177
 CM2177  STATE/COUNTY-  GA/TROUP
 CM2177  USGS QUAD   -  CANNONVILLE (1984)
 CM2177
 CM2177                         *CURRENT SURVEY CONTROL
 CM2177  ___________________________________________________________________
 CM2177* NAD 83(1994)-  32 53 02.96118(N)    085 02 01.35330(W)     ADJUSTED  
 CM2177* NAVD 88     -       238.3    (meters)     782.     (feet)  VERTCON   
 CM2177  ___________________________________________________________________
 CM2177  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CM2177  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CM2177
 CM2177  HORZ ORDER  -  SECOND
 CM2177
 CM2177.The horizontal coordinates were established by classical geodetic methods
 CM2177.and adjusted by the National Geodetic Survey in September 1997..
 CM2177
 CM2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2177
 CM2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2177
 CM2177.The geoid height was determined by GEOID03.
 CM2177
 CM2177;                    North         East     Units Scale Factor Converg.
 CM2177;SPC GA W     -   320,088.450   618,873.193   MT  0.99998113   -0 28 14.8
 CM2177;SPC GA W     - 1,050,156.86  2,030,419.80   sFT  0.99998113   -0 28 14.8
 CM2177;UTM  16      - 3,640,158.619   683,937.289   MT  1.00001718   +1 04 04.4
 CM2177
 CM2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2177!SPC GA W     -   0.99996711  x   0.99998113  =   0.99994824
 CM2177!UTM  16      -   0.99996711  x   1.00001718  =   0.99998429
 CM2177
 CM2177:                Primary Azimuth Mark                     Grid Az
 CM2177:SPC GA W     -  BV 141 225 AZ MK                         289 44 36.4
 CM2177:UTM  16      -  BV 141 225 AZ MK                         288 12 17.2
 CM2177
 CM2177|---------------------------------------------------------------------|
 CM2177| PID    Reference Object                     Distance      Geod. Az  |
 CM2177|                                                           dddmmss.s |
 CM2177| CY8688 BV 141 225 AZ MK                                   2891621.6 |
 CM2177|---------------------------------------------------------------------|
 CM2177
 CM2177                          SUPERSEDED SURVEY CONTROL
 CM2177
 CM2177  NAD 83(1994)-  32 53 02.96238(N)    085 02 01.35390(W) AD(       ) 2
 CM2177  NAD 83(1986)-  32 53 02.96638(N)    085 02 01.35118(W) AD(       ) 2
 CM2177  NAD 27      -  32 53 02.50392(N)    085 02 01.57722(W) AD(       ) 2
 CM2177  NGVD 29 (07/19/86)  238.3    (m)          782.     (f) VERT ANG       
 CM2177
 CM2177.Superseded values are not recommended for survey control.
 CM2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2177.See file dsdata.txt to determine how the superseded data were derived.
 CM2177
 CM2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB8393740159(NAD 83)
 CM2177_MARKER: DD = SURVEY DISK
 CM2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2177
 CM2177  HISTORY     - Date     Condition        Report By
 CM2177  HISTORY     - 1973     MONUMENTED       GADT
 CM2177
 CM2177                          STATION DESCRIPTION
 CM2177
 CM2177'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2177'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTH OF
 CM2177'WHITESVILLE, 10-3/4 MILES WEST OF PINE MOUNTAIN, AND 11-1/2
 CM2177'MILES SOUTH OF LA GRANGE ON THE PROPERTY OF R. J. WRIGHT, JR.
 CM2177'
 CM2177'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO SOUTH
 CM2177'ON U.S. HIGHWAY 27 FOR .5 MILE TO THE INTERSECTION OF
 CM2177'U.S. HIGHWAY 27 AND STATE ROUTE 219 TO THE LEFT.  GO SOUTH ON
 CM2177'STATE ROUTE 219 FOR 4.3 MILES TO LONG CANE CREEK.  CONTINUE
 CM2177'SOUTH ON STATE ROUTE 219 FOR 5.5 MILES TO FLAT SHOALS
 CM2177'CREEK.  CONTINUE SOUTH ON STATE ROUTE 219 FOR 1.45 MILES TO A
 CM2177'SMALL CEMETERY AND THE STATION ON THE RIGHT.
 CM2177'
 CM2177'THE STATION IS A STANDARD BRASS DISK STAMPED 141-225, SET IN
 CM2177'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2177'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2177'STAMPED 141-225, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2177'APPROXIMATELY 31 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2177'LOCATED 47.7 FEET WEST OF THE CENTERLINE OF STATE ROUTE 219,
 CM2177'4.7 FEET WEST OF A WITNESS POST SET ON A FENCE LINE RUNNING
 CM2177'PARALLEL WITH THE HIGHWAY, 18.5 FEET NORTH-NORTHEAST OF THE
 CM2177'NORTHWEST CORNER OF A FENCE AROUND THE SMALL CEMETERY, 17.4
 CM2177'FEET EAST OF A 20 INCH OAK TREE, AND 35.4 FEET SOUTH OF A POWER
 CM2177'POLE.
 CM2177'
 CM2177'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTH ON
 CM2177'STATE ROUTE 219 FOR 0.15 MILE TO A DIRT ROAD ON THE LEFT.  TURN
 CM2177'LEFT, TRAVELING WESTERLY ON THE DIRT ROAD FOR 0.45 MILE TO A
 CM2177'GATE TO THE SAME FIELD CONTAINING THE STATION AND THE AZIMUTH
 CM2177'MARK ON THE LEFT.
 CM2177'
 CM2177'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 141-225 AZMK, SET
 CM2177'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2177'SURFACE OF THE GROUND.  IT IS LOCATED 58 FEET SOUTH OF THE
 CM2177'CENTERLINE OF THE DIRT ROAD, 4.5 FEET EAST OF A WITNESS POST SET
 CM2177'ON A FENCE LINE RUNNING NORTH AND SOUTH, 17 FEET SOUTHEAST OF A
 CM2177'5 INCH PINE TREE NEAR THE FENCE LINE, AND 12 FEET NORTHEAST OF
 CM2177'ANOTHER 5 INCH PINE TREE NEAR THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2171 ***********************************************************************
 CM2171  DESIGNATION -  BV 141 226
 CM2171  PID         -  CM2171
 CM2171  STATE/COUNTY-  GA/TROUP
 CM2171  USGS QUAD   -  CANNONVILLE (1984)
 CM2171
 CM2171                         *CURRENT SURVEY CONTROL
 CM2171  ___________________________________________________________________
 CM2171* NAD 83(1994)-  32 55 34.00229(N)    085 04 53.10007(W)     ADJUSTED  
 CM2171* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 CM2171  ___________________________________________________________________
 CM2171  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 CM2171  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CM2171
 CM2171  HORZ ORDER  -  SECOND
 CM2171
 CM2171.The horizontal coordinates were established by classical geodetic methods
 CM2171.and adjusted by the National Geodetic Survey in September 1997..
 CM2171
 CM2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2171
 CM2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2171
 CM2171.The geoid height was determined by GEOID03.
 CM2171
 CM2171;                    North         East     Units Scale Factor Converg.
 CM2171;SPC GA W     -   324,778.940   614,449.543   MT  0.99999021   -0 29 50.1
 CM2171;SPC GA W     - 1,065,545.57  2,015,906.54   sFT  0.99999021   -0 29 50.1
 CM2171;UTM  16      - 3,644,728.665   679,389.122   MT  0.99999680   +1 02 35.3
 CM2171
 CM2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2171!SPC GA W     -   0.99996718  x   0.99999021  =   0.99995739
 CM2171!UTM  16      -   0.99996718  x   0.99999680  =   0.99996398
 CM2171
 CM2171:                Primary Azimuth Mark                     Grid Az
 CM2171:SPC GA W     -  BV 141 226 AZ MK                         208 21 14.8
 CM2171:UTM  16      -  BV 141 226 AZ MK                         206 48 49.4
 CM2171
 CM2171|---------------------------------------------------------------------|
 CM2171| PID    Reference Object                     Distance      Geod. Az  |
 CM2171|                                                           dddmmss.s |
 CM2171| CY8689 BV 141 226 AZ MK                                   2075124.7 |
 CM2171| CM2172 BV 141 226 GADT 1973 PTA             29.453 METERS 21048     |
 CM2171|---------------------------------------------------------------------|
 CM2171
 CM2171                          SUPERSEDED SURVEY CONTROL
 CM2171
 CM2171  NAD 83(1994)-  32 55 34.00337(N)    085 04 53.10102(W) AD(       ) 2
 CM2171  NAD 83(1986)-  32 55 34.00748(N)    085 04 53.09789(W) AD(       ) 2
 CM2171  NAD 27      -  32 55 33.55024(N)    085 04 53.31788(W) AD(       ) 2
 CM2171  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 CM2171
 CM2171.Superseded values are not recommended for survey control.
 CM2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2171.See file dsdata.txt to determine how the superseded data were derived.
 CM2171
 CM2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7938944729(NAD 83)
 CM2171_MARKER: DD = SURVEY DISK
 CM2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2171
 CM2171  HISTORY     - Date     Condition        Report By
 CM2171  HISTORY     - 1973     MONUMENTED       GADT
 CM2171
 CM2171                          STATION DESCRIPTION
 CM2171
 CM2171'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2171'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTHEAST OF
 CM2171'WEST POINT, 8-1/4 MILES SOUTHWEST OF LA GRANGE, AND 14 MILES
 CM2171'WEST-NORTHWEST OF PINE MOUNTAIN ON COUNTY RIGHT OF WAY.
 CM2171'
 CM2171'TO REACH THE STATION FROM THE TOWN SQUARE IN LA GRANGE, GO SOUTH
 CM2171'ON U.S. 27 FOR 0.45 MILE TO THE JUNCTION OF U.S. 27 AND STATE
 CM2171'ROUTE 219.  GO SOUTH ON STATE ROUTE 219 FOR 4.25 MILES TO LONG
 CM2171'CANE CREEK.  CONTINUE AHEAD SOUTH ON STATE ROUTE 219 FOR 1.35
 CM2171'MILES TO THE CROSSING OF BARTLEY ROAD.  TURN RIGHT ON BARTLEY
 CM2171'ROAD GOING SOUTHWESTERLY FOR 3.15 MILES TO HUTCHINSON ROAD ON
 CM2171'THE RIGHT.  CONTINUE AHEAD ON BARTLEY ROAD FOR 1.25 MILES TO
 CM2171'THE INTERSECTION OF GRAY HILL ROAD TO THE RIGHT AND THE STATION
 CM2171'ON THE RIGHT.
 CM2171'
 CM2171'THE STATION IS A STANDARD BRASS DISK STAMPED 141-226, SET IN
 CM2171'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2171'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS
 CM2171'DISK STAMPED 141-226, SET IN AN IRREGULAR MASS OF CONCRETE
 CM2171'APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM2171'LOCATED 84.5 FEET NORTHWEST OF THE CENTERLINE OF BARTLEY ROAD,
 CM2171'42.2 FEET SOUTHEAST OF A CEDAR TREE, 94.0 FEET SOUTHWEST OF A
 CM2171'POWER POLE ON THE NORTHEAST SIDE OF GRAY HILL ROAD, 4.0 FEET
 CM2171'WEST OF A WITNESS POST, AND 94 FEET SOUTHWEST OF THE
 CM2171'CENTERLINE OF GRAY HILL ROAD.
 CM2171'
 CM2171'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON
 CM2171'BARTLEY ROAD FOR 0.30 MILE TO THE MARK ON THE LEFT.  IT IS A
 CM2171'STANDARD BRASS DISK STAMPED 141-226 AZMK, SET IN THE TOP OF A 10
 CM2171'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 CM2171'IS LOCATED 43 FEET SOUTHEAST OF THE CENTERLINE OF BARTLEY ROAD,
 CM2171'31.3 FEET SOUTHWEST OF A 10 INCH TWIN PINE TREE LOCATED NEAR THE
 CM2171'INTERSECTION OF BAUGHS CROSSROAD ROAD, AND 65 FEET NORTHWEST OF
 CM2171'THE WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2170 ***********************************************************************
 CM2170  DESIGNATION -  BV 141 227
 CM2170  PID         -  CM2170
 CM2170  STATE/COUNTY-  GA/TROUP
 CM2170  USGS QUAD   -  CANNONVILLE (1984)
 CM2170
 CM2170                         *CURRENT SURVEY CONTROL
 CM2170  ___________________________________________________________________
 CM2170* NAD 83(1994)-  32 55 26.70541(N)    085 07 11.52322(W)     ADJUSTED  
 CM2170* NAVD 88     -       210.     (meters)     689.     (feet)  VERTCON   
 CM2170  ___________________________________________________________________
 CM2170  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CM2170  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CM2170
 CM2170  HORZ ORDER  -  SECOND
 CM2170
 CM2170.The horizontal coordinates were established by classical geodetic methods
 CM2170.and adjusted by the National Geodetic Survey in September 1997..
 CM2170
 CM2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2170
 CM2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2170
 CM2170.The geoid height was determined by GEOID03.
 CM2170
 CM2170;                    North         East     Units Scale Factor Converg.
 CM2170;SPC GA W     -   324,586.026   610,851.323   MT  0.99999796   -0 31 05.2
 CM2170;SPC GA W     - 1,064,912.65  2,004,101.38   sFT  0.99999796   -0 31 05.2
 CM2170;UTM  16      - 3,644,439.099   675,797.406   MT  0.99998107   +1 01 19.8
 CM2170
 CM2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2170!SPC GA W     -   0.99997158  x   0.99999796  =   0.99996954
 CM2170!UTM  16      -   0.99997158  x   0.99998107  =   0.99995265
 CM2170
 CM2170|---------------------------------------------------------------------|
 CM2170| PID    Reference Object                     Distance      Geod. Az  |
 CM2170|                                                           dddmmss.s |
 CM2170| CM2175 BV 141 227 GADT 1973 PTA             21.890 METERS 01501     |
 CM2170| CY8690 BV 141 227 AZ MK                                   3302837.8 |
 CM2170|---------------------------------------------------------------------|
 CM2170
 CM2170                          SUPERSEDED SURVEY CONTROL
 CM2170
 CM2170  NAD 83(1994)-  32 55 26.70615(N)    085 07 11.52413(W) AD(       ) 2
 CM2170  NAD 83(1986)-  32 55 26.71061(N)    085 07 11.52094(W) AD(       ) 2
 CM2170  NAD 27      -  32 55 26.25421(N)    085 07 11.73670(W) AD(       ) 2
 CM2170  NGVD 29 (07/19/86)  210.     (m)          689.     (f) VERT ANG       
 CM2170
 CM2170.Superseded values are not recommended for survey control.
 CM2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2170.See file dsdata.txt to determine how the superseded data were derived.
 CM2170
 CM2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7579744439(NAD 83)
 CM2170_MARKER: DD = SURVEY DISK
 CM2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2170
 CM2170  HISTORY     - Date     Condition        Report By
 CM2170  HISTORY     - 1973     MONUMENTED       GADT
 CM2170
 CM2170                          STATION DESCRIPTION
 CM2170
 CM2170'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2170'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHEAST OF
 CM2170'WHITESVILLE, 9-3/4 MILES SOUTHWEST OF LA GRANGE ON THE PROPERTY
 CM2170'OF ROBERT T. AVARY.
 CM2170'
 CM2170'TO REACH THE STATION FROM THE SOUTH SIDE OF THE TOWN SQUARE IN
 CM2170'LA GRANGE, TRAVEL WEST ON U.S. HIGHWAY 29 (VERNON STREET) FOR 2.0
 CM2170'MILES TO THE JUNCTION OF STATE ROUTE 109 ON THE RIGHT.  CONTINUE
 CM2170'SOUTHWESTERLY ON U.S. HIGHWAY 29 FOR 3.0 MILES TO THE JUNCTION
 CM2170'OF STATE ROUTE 238 ON THE RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY
 CM2170'29 FOR 4.4 MILES TO THE JUNCTION OF GABBETTSVILLE ROAD TO THE
 CM2170'LEFT AND GLASS BRIDGE ROAD TO THE RIGHT.  TURN LEFT, GOING
 CM2170'SOUTHEAST ALONG GABBETTSVILLE ROAD (TROUP COUNTY ROAD 92095)
 CM2170'FOR 0.9 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.10
 CM2170'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON
 CM2170'GABBETTSVILLE ROAD FOR 0.70 MILE TO THE STATION ON THE RIGHT.
 CM2170'
 CM2170'THE STATION IS A STANDARD DISK STAMPED 141-227, SET IN THE TOP
 CM2170'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM2170'THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2170'141-227, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2170'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 7.5 FEET
 CM2170'EAST OF THE WITNESS POST SET AT THE EAST SIDE OF AN OLD WELL, 74
 CM2170'FEET WEST OF THE CENTERLINE OF GABBETTSVILLE ROAD, 65.3 FEET
 CM2170'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AN OLD HOUSE WITH A
 CM2170'BRICK FOUNDATION, AND 22.5 FEET SOUTHWEST OF A POWER POLE.
 CM2170'
 CM2170'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 141-227 AZMK, SET
 CM2170'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2170'SURFACE OF THE GROUND.  IT IS LOCATED 4.8 FEET WEST OF THE
 CM2170'WITNESS POST, 40.4 FEET EAST OF THE CENTERLINE OF GABBETTSVILLE
 CM2170'ROAD, 8.3 FEET SOUTHEAST OF A 24 INCH PINE TREE, AND 224 FEET
 CM2170'NORTH-NORTHEAST OF THE EAST END OF A CONCRETE CULVERT UNDER THE
 CM2170'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2224 ***********************************************************************
 CM2224  DESIGNATION -  BV 141 228
 CM2224  PID         -  CM2224
 CM2224  STATE/COUNTY-  GA/TROUP
 CM2224  USGS QUAD   -  LANETT NORTH (1984)
 CM2224
 CM2224                         *CURRENT SURVEY CONTROL
 CM2224  ___________________________________________________________________
 CM2224* NAD 83(1994)-  32 55 16.48907(N)    085 11 29.05618(W)     ADJUSTED  
 CM2224* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 CM2224  ___________________________________________________________________
 CM2224  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 CM2224  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CM2224
 CM2224  HORZ ORDER  -  SECOND
 CM2224
 CM2224.The horizontal coordinates were established by classical geodetic methods
 CM2224.and adjusted by the National Geodetic Survey in September 1997..
 CM2224
 CM2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2224
 CM2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2224
 CM2224.The geoid height was determined by GEOID03.
 CM2224
 CM2224;                    North         East     Units Scale Factor Converg.
 CM2224;SPC GA W     -   324,334.086   604,157.446   MT  1.00001323   -0 33 25.1
 CM2224;SPC GA W     - 1,064,086.08  1,982,139.89   sFT  1.00001323   -0 33 25.1
 CM2224;UTM  16      - 3,644,007.344   669,112.978   MT  0.99995264   +0 58 59.4
 CM2224
 CM2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2224!SPC GA W     -   0.99997335  x   1.00001323  =   0.99998658
 CM2224!UTM  16      -   0.99997335  x   0.99995264  =   0.99992599
 CM2224
 CM2224:                Primary Azimuth Mark                     Grid Az
 CM2224:SPC GA W     -  BV 141 228 AZ MK                         200 26 10.0
 CM2224:UTM  16      -  BV 141 228 AZ MK                         198 53 45.5
 CM2224
 CM2224|---------------------------------------------------------------------|
 CM2224| PID    Reference Object                     Distance      Geod. Az  |
 CM2224|                                                           dddmmss.s |
 CM2224| CY8691 BV 141 228 AZ MK                                   1995244.9 |
 CM2224|---------------------------------------------------------------------|
 CM2224
 CM2224                          SUPERSEDED SURVEY CONTROL
 CM2224
 CM2224  NAD 83(1994)-  32 55 16.48933(N)    085 11 29.05733(W) AD(       ) 2
 CM2224  NAD 83(1986)-  32 55 16.49428(N)    085 11 29.05385(W) AD(       ) 2
 CM2224  NAD 27      -  32 55 16.03857(N)    085 11 29.26202(W) AD(       ) 2
 CM2224  NGVD 29 (07/19/86)  198.8    (m)          652.     (f) VERT ANG       
 CM2224
 CM2224.Superseded values are not recommended for survey control.
 CM2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2224.See file dsdata.txt to determine how the superseded data were derived.
 CM2224
 CM2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6911344007(NAD 83)
 CM2224_MARKER: DD = SURVEY DISK
 CM2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2224
 CM2224  HISTORY     - Date     Condition        Report By
 CM2224  HISTORY     - 1973     MONUMENTED       GADT
 CM2224
 CM2224                          STATION DESCRIPTION
 CM2224
 CM2224'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2224'THE STATION IS LOCATED 3-1/5 MILES NORTHEAST OF WEST POINT AND
 CM2224'12 MILES SOUTHWEST OF LA GRANGE ON THE WEST POINT DAM OWNED BY THE
 CM2224'UNITED STATES GOVERNMENT.
 CM2224'
 CM2224'TO REACH THE STATION FROM THE POST OFFICE IN WEST POINT, TRAVEL
 CM2224'EAST ON EIGHTH STREET FOR 0.05 MILE TO THIRD AVENUE.  TURN LEFT,
 CM2224'GOING NORTHERLY ALONG THIRD AVENUE FOR 0.5 MILE TO A RAILROAD
 CM2224'CROSSING.  CONTINUE NORTH ON THIRD AVENUE FOR 0.45 MILE TO A
 CM2224'BRIDGE WHERE THIRD AVENUE BECOMES OLD STATE LINE ROAD.  CONTINUE
 CM2224'AHEAD ON OLD STATE LINE ROAD FOR 2.0 MILES TO THE INTERSECTION
 CM2224'OF OLD STATE LINE ROAD TO THE RIGHT AND NEW STATE LINE ROAD TO
 CM2224'THE LEFT AND THE AZIMUTH MARK IN THE FORKS OF THE ROADS.
 CM2224'TRAVEL NORTH ON NEW STATE LINE ROAD FOR 0.45 MILE TO THE MAIN
 CM2224'GATE OF THE WEST POINT DAM.  TURN RIGHT IN AN EASTERLY DIRECTION
 CM2224'FOR 0.20 MILE TO A GUARD HOUSE AT THE JUNCTION OF OLD STATE
 CM2224'LINE ROAD.  TURN LEFT IN A NORTHEASTERLY DIRECTION TRAVELING
 CM2224'FOR 0.2 MILE TO A GATE LEADING TO THE TOP OF THE DAM.  CONTINUE
 CM2224'AHEAD FOR 0.10 MILE TO THE TOP OF THE DAM.  TURN RIGHT IN A
 CM2224'SOUTHERLY DIRECTION FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CM2224'
 CM2224'THE STATION IS LOCATED ON TOP OF THE DIRT FILL OF THE DAM, 84.9
 CM2224'FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE SECTION OF THE
 CM2224'DAM, 5.2 FEET NORTHEAST OF A WITNESS POST, 11 FEET SOUTHWEST OF
 CM2224'THE CENTERLINE OF THE ROAD ON TOP OF THE DAM, AND 20.4 FEET
 CM2224'NORTHEAST OF THE CENTERLINE OF A CONCRETE DITCH.  IT IS A
 CM2224'STANDARD BRASS DISK STAMPED 141-228, SET IN THE TOP OF A 10 INCH
 CM2224'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2224'GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK STAMPED
 CM2224'141-228, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 31 INCHES
 CM2224'BELOW THE SURFACE OF THE GROUND.
 CM2224'
 CM2224'THE AZIMUTH MARK IS LOCATED 14 FEET WEST OF THE CENTERLINE OF
 CM2224'OLD STATE LINE ROAD, 3.6 FEET EAST OF THE WITNESS POST, 85 FEET
 CM2224'EAST OF THE CENTERLINE OF NEW STATE LINE ROAD, AND 38.9 FEET EAST
 CM2224'OF A POWER POLE.  IT IS A STANDARD BRASS DISK STAMPED 141-228
 CM2224'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CM2224'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2218 ***********************************************************************
 CM2218  DESIGNATION -  BV 141 229
 CM2218  PID         -  CM2218
 CM2218  STATE/COUNTY-  GA/TROUP
 CM2218  USGS QUAD   -  LANETT NORTH (1984)
 CM2218
 CM2218                         *CURRENT SURVEY CONTROL
 CM2218  ___________________________________________________________________
 CM2218* NAD 83(1994)-  32 55 58.25404(N)    085 11 50.94635(W)     ADJUSTED  
 CM2218* NAVD 88     -       198.3    (meters)     651.     (feet)  VERTCON   
 CM2218  ___________________________________________________________________
 CM2218  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CM2218  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CM2218
 CM2218  HORZ ORDER  -  SECOND
 CM2218
 CM2218.The horizontal coordinates were established by classical geodetic methods
 CM2218.and adjusted by the National Geodetic Survey in September 1997..
 CM2218
 CM2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2218
 CM2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2218
 CM2218.The geoid height was determined by GEOID03.
 CM2218
 CM2218;                    North         East     Units Scale Factor Converg.
 CM2218;SPC GA W     -   325,626.218   603,601.292   MT  1.00001454   -0 33 37.6
 CM2218;SPC GA W     - 1,068,325.35  1,980,315.24   sFT  1.00001454   -0 33 37.6
 CM2218;UTM  16      - 3,645,283.979   668,522.328   MT  0.99995018   +0 58 48.6
 CM2218
 CM2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2218!SPC GA W     -   0.99997343  x   1.00001454  =   0.99998797
 CM2218!UTM  16      -   0.99997343  x   0.99995018  =   0.99992361
 CM2218
 CM2218:                Primary Azimuth Mark                     Grid Az
 CM2218:SPC GA W     -  BV 141 229 AZ MK                         353 18 54.0
 CM2218:UTM  16      -  BV 141 229 AZ MK                         351 46 27.8
 CM2218
 CM2218|---------------------------------------------------------------------|
 CM2218| PID    Reference Object                     Distance      Geod. Az  |
 CM2218|                                                           dddmmss.s |
 CM2218| CY8692 BV 141 229 AZ MK                                   3524516.4 |
 CM2218|---------------------------------------------------------------------|
 CM2218
 CM2218                          SUPERSEDED SURVEY CONTROL
 CM2218
 CM2218  NAD 83(1994)-  32 55 58.25435(N)    085 11 50.94758(W) AD(       ) 2
 CM2218  NAD 83(1986)-  32 55 58.25923(N)    085 11 50.94401(W) AD(       ) 2
 CM2218  NAD 27      -  32 55 57.80487(N)    085 11 51.15154(W) AD(       ) 2
 CM2218  NGVD 29 (07/19/86)  198.3    (m)          651.     (f) VERT ANG       
 CM2218
 CM2218.Superseded values are not recommended for survey control.
 CM2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2218.See file dsdata.txt to determine how the superseded data were derived.
 CM2218
 CM2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6852245284(NAD 83)
 CM2218_MARKER: DD = SURVEY DISK
 CM2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2218
 CM2218  HISTORY     - Date     Condition        Report By
 CM2218  HISTORY     - 1973     MONUMENTED       GADT
 CM2218
 CM2218                          STATION DESCRIPTION
 CM2218
 CM2218'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2218'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 CM2218'WEST POINT AND 11-1/2 MILES SOUTHWEST OF LA GRANGE ON THE PROPERTY
 CM2218'OF THE UNITED STATES GOVERNMENT.
 CM2218'
 CM2218'TO REACH THE STATION FROM THE POST OFFICE IN WEST POINT, TRAVEL
 CM2218'EAST ON EIGHTH STREET FOR 0.05 MILE TO THE INTERSECTION OF EIGHTH
 CM2218'STREET AND THIRD AVENUE.  TURN LEFT IN A NORTHERLY DIRECTION,
 CM2218'TRAVELING FOR 0.5 MILE TO A RAILROAD CROSSING.  CONTINUE NORTH ON
 CM2218'THIRD AVENUE FOR 0.45 MILE TO A BRIDGE WHERE THIRD AVENUE BECOMES
 CM2218'OLD STATE LINE ROAD.  CONTINUE AHEAD ON OLD STATE LINE ROAD
 CM2218'NORTH FOR 2.0 MILES TO THE JUNCTION OF NEW STATE LINE ROAD.  GO
 CM2218'NORTH ON NEW STATE LINE ROAD FOR 0.45 MILE TO THE MAIN GATE TO
 CM2218'THE WEST POINT RESERVOIR DAM.  CONTINUE NORTH ON NEW STATE LINE
 CM2218'ROAD FOR 0.8 MILE TO A PARK ROAD ON THE RIGHT.  TURN RIGHT
 CM2218'TRAVELING EASTERLY ON THE PARK ROAD FOR 0.3 MILE TO A
 CM2218'CIRCLE AND THE STATION.
 CM2218'
 CM2218'THE STATION IS A STANDARD BRASS DISK STAMPED 141-229, SET IN THE
 CM2218'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2218'OF THE GROUND.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 CM2218'OF CONCRETE APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE
 CM2218'GROUND.  IT IS ALSO STAMPED 141-229.  IT IS LOCATED 90.6 FEET
 CM2218'EAST OF THE CENTERLINE OF THE CIRCULAR PARK ROAD, 4.8 FEET EAST
 CM2218'OF A WITNESS POST, 187 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CM2218'OF A PARKING AREA ON THE NORTH SIDE OF THE CIRCULAR ROAD, AND
 CM2218'108 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A PARKING AREA
 CM2218'ON THE SOUTH SIDE OF THE CIRCULAR DRIVE.
 CM2218'
 CM2218'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF NEW STATE LINE
 CM2218'ROAD AND THE PARK ROAD, CONTINUE NORTH ON NEW STATE LINE ROAD
 CM2218'FOR 1.35 MILES TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, GOING
 CM2218'IN AN EASTERLY DIRECTION FOR 0.65 MILE TO OLD STATE LINE
 CM2218'ROAD.  TURN RIGHT, GOING IN A SOUTHERLY DIRECTION ALONG OLD
 CM2218'STATE LINE ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.  IT IS A
 CM2218'STANDARD DISK STAMPED 141-229 AZMK, SET IN THE TOP OF A 10 INCH
 CM2218'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2218'GROUND.  IT IS LOCATED 84.2 FEET EAST OF THE CENTERLINE OF THE
 CM2218'ROAD, 4.0 FEET WEST OF A WITNESS POST, 16.8 FEET NORTHEAST OF A
 CM2218'24 INCH OAK TREE, AND 28.3 FEET SOUTHEAST OF ANOTHER 24
 CM2218'INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2213 ***********************************************************************
 CM2213  DESIGNATION -  BV 141 230
 CM2213  PID         -  CM2213
 CM2213  STATE/COUNTY-  GA/TROUP
 CM2213  USGS QUAD   -  LANETT NORTH (1984)
 CM2213
 CM2213                         *CURRENT SURVEY CONTROL
 CM2213  ___________________________________________________________________
 CM2213* NAD 83(1994)-  32 52 40.26583(N)    085 09 57.99475(W)     ADJUSTED  
 CM2213* NAVD 88     -       210.     (meters)     689.     (feet)  VERTCON   
 CM2213  ___________________________________________________________________
 CM2213  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CM2213  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CM2213
 CM2213  HORZ ORDER  -  SECOND
 CM2213
 CM2213.The horizontal coordinates were established by classical geodetic methods
 CM2213.and adjusted by the National Geodetic Survey in September 1997..
 CM2213
 CM2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2213
 CM2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2213
 CM2213.The geoid height was determined by GEOID03.
 CM2213
 CM2213;                    North         East     Units Scale Factor Converg.
 CM2213;SPC GA W     -   319,498.889   606,477.742   MT  1.00000781   -0 32 33.3
 CM2213;SPC GA W     - 1,048,222.60  1,989,752.39   sFT  1.00000781   -0 32 33.3
 CM2213;UTM  16      - 3,639,236.471   671,562.190   MT  0.99996293   +0 59 44.8
 CM2213
 CM2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2213!SPC GA W     -   0.99997158  x   1.00000781  =   0.99997939
 CM2213!UTM  16      -   0.99997158  x   0.99996293  =   0.99993451
 CM2213
 CM2213:                Primary Azimuth Mark                     Grid Az
 CM2213:SPC GA W     -  BV 141 230 AZ MK                         048 05 55.5
 CM2213:UTM  16      -  BV 141 230 AZ MK                         046 33 37.4
 CM2213
 CM2213|---------------------------------------------------------------------|
 CM2213| PID    Reference Object                     Distance      Geod. Az  |
 CM2213|                                                           dddmmss.s |
 CM2213| CY8693 BV 141 230 AZ MK                                   0473322.2 |
 CM2213| CM2214 BV 141 230 GADT 1973 PTA             20.768 METERS 12830     |
 CM2213| CM2204 LANETT CABLE TV MAST                APPROX. 5.2 KM 2644110.8 |
 CM2213| CM2225 LANETT INTST VALLEY TEL MAST        APPROX. 3.3 KM 2842630.0 |
 CM2213|---------------------------------------------------------------------|
 CM2213
 CM2213                          SUPERSEDED SURVEY CONTROL
 CM2213
 CM2213  NAD 83(1994)-  32 52 40.26584(N)    085 09 57.99591(W) AD(       ) 2
 CM2213  NAD 83(1986)-  32 52 40.27104(N)    085 09 57.99245(W) AD(       ) 2
 CM2213  NAD 27      -  32 52 39.81071(N)    085 09 58.20357(W) AD(       ) 2
 CM2213  NGVD 29 (07/19/86)  210.     (m)          689.     (f) VERT ANG       
 CM2213
 CM2213.Superseded values are not recommended for survey control.
 CM2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2213.See file dsdata.txt to determine how the superseded data were derived.
 CM2213
 CM2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7156239236(NAD 83)
 CM2213_MARKER: DD = SURVEY DISK
 CM2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2213
 CM2213  HISTORY     - Date     Condition        Report By
 CM2213  HISTORY     - 1973     MONUMENTED       GADT
 CM2213
 CM2213                          STATION DESCRIPTION
 CM2213
 CM2213'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2213'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES EAST OF WEST
 CM2213'POINT, 9 MILES NORTHWEST OF WHITESVILLE ON THE CITY OF WEST POINT
 CM2213'PROPERTY.
 CM2213'
 CM2213'TO REACH THE STATION FROM THE JUNCTION OF AVENUE EAST
 CM2213'(U.S. HIGHWAY 29 AND STATE ROUTE 14) AND EAST 10TH STREET (STATE
 CM2213'ROUTE 18) IN WEST POINT, GO NORTH ALONG AVENUE EAST FOR 0.2 MILE
 CM2213'TO THE JUNCTION OF E 1/2 STREET.  TURN RIGHT GOING EASTERLY FOR
 CM2213'0.45 MILE TO THE JUNCTION OF CITY LIMIT ROAD, 12TH AVENUE, AND A
 CM2213'DIRT DRIVEWAY TO A WEST POINT MUNICIPAL STANDPIPE, AND THE
 CM2213'STATION.
 CM2213'
 CM2213'THE STATION IS LOCATED 84 FEET SOUTH OF THE SOUTH EDGE OF CITY
 CM2213'LIMIT STREET, 50.8 FEET WEST OF THE WEST EDGE OF THE STANDPIPE,
 CM2213'143 FEET SOUTHWEST OF A POWER POLE LOCATED IN THE FORK OF CITY
 CM2213'LIMIT ROAD AND 12TH AVENUE, AND 5 FEET NORTHEAST OF A WITNESS
 CM2213'POST.  IT IS A STANDARD BRASS DISK STAMPED 141-230, SET IN THE
 CM2213'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2213'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM2213'STAMPED 141-230, SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 32
 CM2213'INCHES BELOW THE GROUND SURFACE.
 CM2213'
 CM2213'TO REACH THE AZIMUTH MARK, GO EASTERLY ALONG 12TH STREET FOR
 CM2213'0.20 MILE TO HARRISON HIGH SCHOOL AND THE AZIMUTH MARK ON THE
 CM2213'LEFT.  THE MARK IS LOCATED 39 FEET EAST OF THE SCHOOL FLAGPOLE,
 CM2213'48 FEET SOUTH OF THE MAIN FRONT WALL OF THE BUILDING, 23 FEET
 CM2213'SOUTH OF THE CENTERLINE OF THE SCHOOLS CIRCULAR DRIVEWAY.  IT IS
 CM2213'A STANDARD DISK STAMPED 141-230 AZMK, SET IN THE TOP OF A 10
 CM2213'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2213'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2159 ***********************************************************************
 CM2159  DESIGNATION -  BV 141 231
 CM2159  PID         -  CM2159
 CM2159  STATE/COUNTY-  GA/TROUP
 CM2159  USGS QUAD   -  HILYER (1985)
 CM2159
 CM2159                         *CURRENT SURVEY CONTROL
 CM2159  ___________________________________________________________________
 CM2159* NAD 83(1994)-  32 55 20.56308(N)    084 54 46.47241(W)     ADJUSTED  
 CM2159* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 CM2159  ___________________________________________________________________
 CM2159  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 CM2159  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CM2159
 CM2159  HORZ ORDER  -  SECOND
 CM2159
 CM2159.The horizontal coordinates were established by classical geodetic methods
 CM2159.and adjusted by the National Geodetic Survey in September 1997..
 CM2159
 CM2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2159
 CM2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2159
 CM2159.The geoid height was determined by GEOID03.
 CM2159
 CM2159;                    North         East     Units Scale Factor Converg.
 CM2159;SPC GA W     -   324,240.776   630,206.419   MT  0.99996004   -0 24 20.2
 CM2159;SPC GA W     - 1,063,779.95  2,067,602.23   sFT  0.99996004   -0 24 20.2
 CM2159;UTM  16      - 3,644,614.246   695,155.686   MT  1.00006962   +1 08 04.9
 CM2159
 CM2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2159!SPC GA W     -   0.99996305  x   0.99996004  =   0.99992309
 CM2159!UTM  16      -   0.99996305  x   1.00006962  =   1.00003266
 CM2159
 CM2159:                Primary Azimuth Mark                     Grid Az
 CM2159:SPC GA W     -  BV 141 231 AZ MK                         088 09 06.0
 CM2159:UTM  16      -  BV 141 231 AZ MK                         086 36 40.9
 CM2159
 CM2159|---------------------------------------------------------------------|
 CM2159| PID    Reference Object                     Distance      Geod. Az  |
 CM2159|                                                           dddmmss.s |
 CM2159| CY8694 BV 141 231 AZ MK                                   0874445.8 |
 CM2159| CM2145 PINE MTN MUN TANK                   APPROX. 8.2 KM 1383118.1 |
 CM2159| CM2160 PINE MTN MILLIKEN TANK              APPROX. 2.9 KM 1403341.2 |
 CM2159| CM2156 BV 141 231 GADT 1973 PTA             24.595 METERS 16831     |
 CM2159|---------------------------------------------------------------------|
 CM2159
 CM2159                          SUPERSEDED SURVEY CONTROL
 CM2159
 CM2159  NAD 83(1994)-  32 55 20.56561(N)    084 54 46.47357(W) AD(       ) 2
 CM2159  NAD 83(1986)-  32 55 20.56840(N)    084 54 46.47077(W) AD(       ) 2
 CM2159  NAD 27      -  32 55 20.10680(N)    084 54 46.70842(W) AD(       ) 2
 CM2159  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 CM2159
 CM2159.Superseded values are not recommended for survey control.
 CM2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2159.See file dsdata.txt to determine how the superseded data were derived.
 CM2159
 CM2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9515644614(NAD 83)
 CM2159_MARKER: DD = SURVEY DISK
 CM2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2159
 CM2159  HISTORY     - Date     Condition        Report By
 CM2159  HISTORY     - 1973     MONUMENTED       GADT
 CM2159
 CM2159                          STATION DESCRIPTION
 CM2159
 CM2159'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2159'THE STATION IS LOCATED APPROXIMATELY 5-1/2 MILES NORTHWEST OF
 CM2159'PINE MOUNTAIN, 10 MILES NORTHEAST OF WHITESVILLE, AND 10-1/2 MILES
 CM2159'SOUTHEAST OF LA GRANGE ON THE PROPERTY OF R. H. MC GUIRE.
 CM2159'
 CM2159'TO REACH THE STATION FROM THE NORTH SIDE OF PINE MOUNTAIN AT THE
 CM2159'INTERSECTION OF U.S. HIGHWAY 27 AND STATE ROUTE 18, PROCEDE NORTH
 CM2159'ON U.S. HIGHWAY 27 FOR 2.7 MILES TO OAK GROVE ROAD (COUNTY ROAD
 CM2159'183) TO THE LEFT.  CONTINUE IN A NORTHERLY DIRECTION ON
 CM2159'U.S. HIGHWAY 27 FOR 2.6 MILES TO HAGLER ROAD (COUNTY ROAD 180) TO
 CM2159'THE LEFT AND OLD CHIPLEY ROAD (COUNTY ROAD 188) TO THE RIGHT.
 CM2159'GO WESTERLY ALONG HAGLER ROAD FOR 0.4 MILE TO A DRIVEWAY TO THE
 CM2159'LEFT.  TURN LEFT, GOING IN A SOUTHERLY DIRECTION FOR 0.4
 CM2159'MILE ALONG THE DRIVEWAY PASSING THE MC GUIRE RESIDENCE AND
 CM2159'CONTINUING TO A FENCE LINE AND THE STATION ON THE RIGHT.
 CM2159'
 CM2159'THE STATION IS LOCATED 783 FEET SOUTH OF THE CHIMNEY OF THE
 CM2159'MC GUIRE RESIDENCE, 687 FEET NORTHEAST OF A 20 INCH PINE TREE,
 CM2159'4.0 FEET NORTHEAST OF A WITNESS POST, AND 648 FEET SOUTHWEST OF
 CM2159'THE NEAR SIDE OF A SILO.  IT IS A STANDARD BRASS DISK STAMPED
 CM2159'141-231, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CM2159'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A
 CM2159'STANDARD DISK STAMPED 141-231, SET IN AN IRREGULAR MASS OF
 CM2159'CONCRETE APPROXIMATELY 32 INCHES BELOW THE SURFACE OF THE
 CM2159'GROUND.
 CM2159'
 CM2159'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 CM2159'27 AND HAGLER ROAD TO THE LEFT AND OLD CHIPLEY ROAD TO THE RIGHT,
 CM2159'PROCEDE SOUTHEAST ALONG OLD CHIPLEY ROAD (COUNTY ROAD 188) FOR
 CM2159'0.25 MILE TO THE MARK ON THE LEFT AT A HOUSE TRAILER.  THE MARK
 CM2159'IS LOCATED 46 FEET NORTH OF THE CENTERLINE OF OLD CHIPLEY ROAD,
 CM2159'53 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM2159'OLD CHIPLEY ROAD AND A DIRT DRIVEWAY LEADING NORTH, 2.7 FEET
 CM2159'WEST OF THE WITNESS POST, AND 176 FEET SOUTH OF A POWER POLE.
 CM2159'IT IS A STANDARD BRASS DISK STAMPED 141-231 AZI, SET IN THE
 CM2159'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2159'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2157 ***********************************************************************
 CM2157  DESIGNATION -  BV 141 232
 CM2157  PID         -  CM2157
 CM2157  STATE/COUNTY-  GA/TROUP
 CM2157  USGS QUAD   -  HILYER (1985)
 CM2157
 CM2157                         *CURRENT SURVEY CONTROL
 CM2157  ___________________________________________________________________
 CM2157* NAD 83(1994)-  32 54 44.23931(N)    084 57 38.20940(W)     ADJUSTED  
 CM2157* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 CM2157  ___________________________________________________________________
 CM2157  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CM2157  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CM2157
 CM2157  HORZ ORDER  -  SECOND
 CM2157
 CM2157.The horizontal coordinates were established by classical geodetic methods
 CM2157.and adjusted by the National Geodetic Survey in September 1997..
 CM2157
 CM2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2157
 CM2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2157
 CM2157.The geoid height was determined by GEOID03.
 CM2157
 CM2157;                    North         East     Units Scale Factor Converg.
 CM2157;SPC GA W     -   323,154.435   625,736.214   MT  0.99996798   -0 25 53.1
 CM2157;SPC GA W     - 1,060,215.84  2,052,936.23   sFT  0.99996798   -0 25 53.1
 CM2157;UTM  16      - 3,643,408.041   690,715.870   MT  1.00004850   +1 06 30.4
 CM2157
 CM2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2157!SPC GA W     -   0.99996557  x   0.99996798  =   0.99993355
 CM2157!UTM  16      -   0.99996557  x   1.00004850  =   1.00001407
 CM2157
 CM2157|---------------------------------------------------------------------|
 CM2157| PID    Reference Object                     Distance      Geod. Az  |
 CM2157|                                                           dddmmss.s |
 CM2157| CM2158 BV 141 232 GADT 1973 PTA             24.670 METERS 22841     |
 CM2157| CY8695 BV 141 232 AZ MK                                   2761342.8 |
 CM2157|---------------------------------------------------------------------|
 CM2157
 CM2157                          SUPERSEDED SURVEY CONTROL
 CM2157
 CM2157  NAD 83(1994)-  32 54 44.24161(N)    084 57 38.21048(W) AD(       ) 2
 CM2157  NAD 83(1986)-  32 54 44.24467(N)    084 57 38.20772(W) AD(       ) 2
 CM2157  NAD 27      -  32 54 43.78315(N)    084 57 38.44097(W) AD(       ) 2
 CM2157  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 CM2157
 CM2157.Superseded values are not recommended for survey control.
 CM2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2157.See file dsdata.txt to determine how the superseded data were derived.
 CM2157
 CM2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB9071643408(NAD 83)
 CM2157_MARKER: DD = SURVEY DISK
 CM2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2157
 CM2157  HISTORY     - Date     Condition        Report By
 CM2157  HISTORY     - 1973     MONUMENTED       GADT
 CM2157
 CM2157                          STATION DESCRIPTION
 CM2157
 CM2157'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2157'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES NORTHWEST OF
 CM2157'PINE MOUNTAIN, 7-3/4 MILES NORTHEAST OF WHITESVILLE, AND 9-1/2
 CM2157'MILES SOUTHEAST OF LA GRANGE ON THE PROPERTY OF THE SUNSHINE
 CM2157'CHURCH.
 CM2157'
 CM2157'TO REACH THE STATION FROM THE NORTH SIDE OF PINE MOUNTAIN AT
 CM2157'THE INTERSECTION OF U.S. 27 AND STATE ROUTE 18, TRAVEL NORTH ON
 CM2157'U.S. 27 FOR 2.7 MILES TO OAK GROVE ROAD (COUNTY ROAD 183) TO THE
 CM2157'LEFT.  TURN LEFT, TRAVELING WESTERLY ON OAK GROVE ROAD FOR 2.25
 CM2157'MILES TO OAK GROVE CONGREGATIONAL CHRISTIAN CHURCH ON THE
 CM2157'LEFT.  CONTINUE AHEAD ON OAK GROVE ROAD FOR 2.4 MILES TO THE
 CM2157'STATION ON THE RIGHT IN THE YARD OF THE SUNSHINE CHURCH.
 CM2157'
 CM2157'THE STATION IS A STANDARD BRASS DISK STAMPED 141-232, SET IN THE
 CM2157'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2157'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2157'141-232, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2157'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 47 FEET
 CM2157'NORTH OF THE CENTERLINE OF OAK GROVE ROAD, 37.2 FEET
 CM2157'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING,
 CM2157'3 FEET SOUTH OF A WITNESS POST, 154.3 FEET EAST OF A POWER
 CM2157'POLE, AND 33.7 FEET SOUTHWEST OF A 8 INCH PINE TREE.
 CM2157'
 CM2157'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD ON
 CM2157'OAK GROVE ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.  IT IS A
 CM2157'STANDARD DISK STAMPED 141-232 AZMK, SET IN THE TOP OF A 10 INCH
 CM2157'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2157'GROUND.  IT IS LOCATED 290 FEET SOUTHEAST OF THE POINT OF
 CM2157'INTERSECTION OF THE CENTERLINES OF OAK GROVE ROAD AND SALEM ROAD
 CM2157'(COUNTY ROAD 92031), 4.4 FEET NORTH OF A WITNESS POST, AND 31
 CM2157'FEET SOUTH OF THE CENTERLINE OF OAK GROVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2649 ***********************************************************************
 CL2649  DESIGNATION -  BV 143 200
 CL2649  PID         -  CL2649
 CL2649  STATE/COUNTY-  GA/TWIGGS
 CL2649  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL2649
 CL2649                         *CURRENT SURVEY CONTROL
 CL2649  ___________________________________________________________________
 CL2649* NAD 83(1994)-  32 43 04.56252(N)    083 31 31.03473(W)     ADJUSTED  
 CL2649* NAVD 88     -       133.     (meters)     436.     (feet)  VERTCON   
 CL2649  ___________________________________________________________________
 CL2649  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CL2649  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CL2649
 CL2649  HORZ ORDER  -  SECOND
 CL2649
 CL2649.The horizontal coordinates were established by classical geodetic methods
 CL2649.and adjusted by the National Geodetic Survey in September 1997..
 CL2649
 CL2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2649
 CL2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2649
 CL2649.The geoid height was determined by GEOID03.
 CL2649
 CL2649;                    North         East     Units Scale Factor Converg.
 CL2649;SPC GA W     -   301,504.737   760,123.459   MT  0.99994456   +0 20 48.0
 CL2649;SPC GA W     -   989,186.79  2,493,838.38   sFT  0.99994456   +0 20 48.0
 CL2649;UTM  17      - 3,622,838.076   263,318.310   MT  1.00029080   -1 21 56.0
 CL2649
 CL2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2649!SPC GA W     -   0.99998341  x   0.99994456  =   0.99992797
 CL2649!UTM  17      -   0.99998341  x   1.00029080  =   1.00027421
 CL2649
 CL2649:                Primary Azimuth Mark                     Grid Az
 CL2649:SPC GA W     -  BV 143 200 AZ MK                         036 04 46.3
 CL2649:UTM  17      -  BV 143 200 AZ MK                         037 47 30.3
 CL2649
 CL2649|---------------------------------------------------------------------|
 CL2649| PID    Reference Object                     Distance      Geod. Az  |
 CL2649|                                                           dddmmss.s |
 CL2649| CY7579 BV 143 200 AZ MK                                   0362534.3 |
 CL2649| CL2650 BV 143 200 GADT 1974 PTA             27.473 METERS 06521     |
 CL2649|---------------------------------------------------------------------|
 CL2649
 CL2649                          SUPERSEDED SURVEY CONTROL
 CL2649
 CL2649  NAD 83(1986)-  32 43 04.56708(N)    083 31 31.03299(W) AD(       ) 2
 CL2649  NAD 27      -  32 43 04.06107(N)    083 31 31.37744(W) AD(       ) 2
 CL2649  NGVD 29 (07/19/86)  133.     (m)          436.     (f) VERT ANG       
 CL2649
 CL2649.Superseded values are not recommended for survey control.
 CL2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2649.See file dsdata.txt to determine how the superseded data were derived.
 CL2649
 CL2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6331822838(NAD 83)
 CL2649_MARKER: DD = SURVEY DISK
 CL2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2649
 CL2649  HISTORY     - Date     Condition        Report By
 CL2649  HISTORY     - 1974     MONUMENTED       GADT
 CL2649
 CL2649                          STATION DESCRIPTION
 CL2649
 CL2649'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2649'THE STATION IS LOCATED APPROXIMATELY 8 MILES NORTHEAST OF WARNER
 CL2649'ROBINS, 10 MILES SOUTHEAST OF MACON, AND 14-1/4 MILES NORTHEAST OF
 CL2649'BYRON ON THE PROPERTY OF MR. LUCIOUS PATTERSON, ROUTE 4, MACON.
 CL2649'
 CL2649'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 16 AND
 CL2649'U.S. HIGHWAY 23, ABOUT 4 MILES SOUTHEAST OF MACON, GO SOUTH ALONG
 CL2649'INTERSTATE 16 FOR 3.0 MILES TO THE BIBB-TWIGGS COUNTY
 CL2649'LINE.  CONTINUE SOUTHERLY FOR 3.0 MILES TO THE JUNCTION OF STONE
 CL2649'CREEK CHURCH ROAD (COUNTY ROAD 91617).  TURN LEFT, TRAVELING
 CL2649'NORTHEAST ALONG STONE CREEK CHURCH ROAD FOR 0.35 MILE TO A DIRT
 CL2649'ROAD TO THE RIGHT.  TURN RIGHT, TRAVELING EAST FOR 0.45 MILE TO
 CL2649'THE STATION ON THE LEFT.
 CL2649'
 CL2649'THE STATION IS A STANDARD BRASS DISK STAMPED 143-200, SET IN THE
 CL2649'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CL2649'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2649'143-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 CL2649'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 57.3 FEET
 CL2649'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 2.2 FEET WEST OF A
 CL2649'WITNESS POST, 3.2 FEET NORTHWEST OF A POWER POLE, 94.0 FEET
 CL2649'NORTHEAST OF THE EAST CORNER OF A CONCRETE BLOCK STORE
 CL2649'BUILDING ON THE SOUTHWEST SIDE OF THE ROAD, AND 39.5 FEET
 CL2649'SOUTHEAST OF ANOTHER POWER POLE.
 CL2649'
 CL2649'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ALONG
 CL2649'THE DIRT ROAD FOR ABOUT 100 FEET TO THE JUNCTION OF A FIELD ROAD
 CL2649'TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY THROUGH A GATE FOR
 CL2649'0.25 MILE TO ANOTHER GATE.  ENTER A FIELD THROUGH THE GATE, BEAR
 CL2649'LEFT, GOING AROUND THE NORTHERN END OF THE FIELD FOR 0.4 MILE TO
 CL2649'A FENCE CORNER AT THE NORTH SIDE OF THE FIELD AND THE MARK.  IT
 CL2649'IS A STANDARD DISK STAMPED 143-200 AZMK, SET IN THE TOP OF A 10
 CL2649'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2649'GROUND.  IT IS LOCATED 16.0 FEET SOUTHEAST OF THE CORNER
 CL2649'FENCE POST, 1.0 FOOT SOUTHWEST OF A WITNESS POST SET ON THE
 CL2649'NORTHWEST-SOUTHEAST FENCELINE, 8.3 FEET SOUTHEAST OF A
 CL2649'14 INCH PINE TREE, 30.5 FEET NORTH OF A 12 INCH OAK TREE, AND
 CL2649'11.5 FEET WEST OF A 12 INCH PINE TREE ON THE NORTHEAST SIDE OF
 CL2649'THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2446 ***********************************************************************
 CL2446  DESIGNATION -  BV 143 201
 CL2446  PID         -  CL2446
 CL2446  STATE/COUNTY-  GA/TWIGGS
 CL2446  USGS QUAD   -  DRY BRANCH (1985)
 CL2446
 CL2446                         *CURRENT SURVEY CONTROL
 CL2446  ___________________________________________________________________
 CL2446* NAD 83(1994)-  32 51 29.40427(N)    083 25 56.84541(W)     ADJUSTED  
 CL2446* NAVD 88     -       167.     (meters)     548.     (feet)  VERTCON   
 CL2446  ___________________________________________________________________
 CL2446  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CL2446  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CL2446
 CL2446  HORZ ORDER  -  SECOND
 CL2446
 CL2446.The horizontal coordinates were established by classical geodetic methods
 CL2446.and adjusted by the National Geodetic Survey in September 1997..
 CL2446
 CL2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2446
 CL2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2446
 CL2446.The geoid height was determined by GEOID03.
 CL2446
 CL2446;                    North         East     Units Scale Factor Converg.
 CL2446;SPC GA W     -   317,112.207   768,717.727   MT  0.99995821   +0 23 54.1
 CL2446;SPC GA W     - 1,040,392.30  2,522,034.74   sFT  0.99995821   +0 23 54.1
 CL2446;UTM  17      - 3,638,186.082   272,378.791   MT  1.00023890   -1 19 13.2
 CL2446
 CL2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2446!SPC GA W     -   0.99997809  x   0.99995821  =   0.99993630
 CL2446!UTM  17      -   0.99997809  x   1.00023890  =   1.00021699
 CL2446
 CL2446:                Primary Azimuth Mark                     Grid Az
 CL2446:SPC GA W     -  BV 143 201 AZ MK                         021 17 11.6
 CL2446:UTM  17      -  BV 143 201 AZ MK                         023 00 18.9
 CL2446
 CL2446|---------------------------------------------------------------------|
 CL2446| PID    Reference Object                     Distance      Geod. Az  |
 CL2446|                                                           dddmmss.s |
 CL2446| CL3017 BV 143 201 AZ MK                                   0214105.7 |
 CL2446| CL2447 BV 143 201 GADT PTA                  20.995 METERS 26837     |
 CL2446|---------------------------------------------------------------------|
 CL2446
 CL2446                          SUPERSEDED SURVEY CONTROL
 CL2446
 CL2446  NAD 83(1986)-  32 51 29.40886(N)    083 25 56.84404(W) AD(       ) 2
 CL2446  NAD 27      -  32 51 28.92661(N)    083 25 57.22255(W) AD(       ) 2
 CL2446  NGVD 29 (07/19/86)  167.     (m)          548.     (f) VERT ANG       
 CL2446
 CL2446.Superseded values are not recommended for survey control.
 CL2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2446.See file dsdata.txt to determine how the superseded data were derived.
 CL2446
 CL2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7237938186(NAD 83)
 CL2446_MARKER: DD = SURVEY DISK
 CL2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2446
 CL2446  HISTORY     - Date     Condition        Report By
 CL2446  HISTORY     - 1976     MONUMENTED       GADT
 CL2446
 CL2446                          STATION DESCRIPTION
 CL2446
 CL2446'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2446'THE STATION IS ABOUT 5-1/2 MILES
 CL2446'NORTHEAST OF DRY BRANCH, 6 MILES
 CL2446'WEST-SOUTHWEST OF GORDON, AND 6 MILES NORTHWEST OF MYRICKS MILL
 CL2446'ON THE PROPERTY OF THE GEORGIA POWER COMPANY.
 CL2446'
 CL2446'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND
 CL2446'STATE ROUTE 18 LOCATED APPROXIMATELY
 CL2446'1-3/4 MILES SOUTH-SOUTHWEST OF GORDON,
 CL2446'GO WEST ALONG STATE ROUTE 57 FOR 1.8 MILES TO
 CL2446'THE JUNCTION OF DIRT COUNTY ROAD 48 (OLD MACON ROAD) FORKING TO
 CL2446'THE RIGHT, AND DIRT COUNTY ROAD 49 (MISSION FARM ROAD) TO THE
 CL2446'LEFT.  CONTINUE GOING WEST ALONG STATE ROUTE 57 FOR 2.85 MILES
 CL2446'TO THE JUNCTION OF PAVED COUNTY ROAD 11 (NEW HAVEN ROAD) TO
 CL2446'THE LEFT, AND DIRT COUNTY ROAD 7 (GRISWALDVILLE ROAD) FORKING
 CL2446'TO THE RIGHT. TURN RIGHT GOING WEST-NORTHWEST ALONG COUNTY
 CL2446'ROAD 7 FOR 0.7 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 3 TO
 CL2446'THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 3 FOR 0.5
 CL2446'MILE TO THE STATION ON THE LEFT.  BEWARE OF OLD WELL COVERED
 CL2446'WITH WEEDS.
 CL2446'
 CL2446'THE STATION IS LOCATED 142 FEET WEST OF THE CENTERLINE OF THE
 CL2446'ROAD, 56.0 FEET NORTH-NORTHEAST OF THE CENTER OF A 4 FOOT
 CL2446'CYLINDRICAL WELL COVERED WITH WEEDS, 145 FEET SOUTHEAST OF THE
 CL2446'SOUTHEASTERN LEG OF AN H-FRAME POWER LINE TOWER SUPPORTING THE
 CL2446'NORTHWESTERN ONE OF TWO POWER LINES, 231.4 FEET SOUTH OF THE
 CL2446'SOUTHEASTERN LEG OF AN H-FRAME POWER LINE TOWER SUPPORTING THE
 CL2446'SOUTHEASTERN POWER LINE, AND 2.7 FEET WEST OF A WITNESS POST.
 CL2446'IT IS A STANDARD BRASS DISK STAMPED---143-201 1976---, SET IN
 CL2446'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW
 CL2446'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2446'UNDERGROUND STATION IS A STANDARD DISK STAMPED---143-201
 CL2446'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2446'APPROXIMATELY 0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL2446'
 CL2446'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 CL2446'ALONG COUNTY ROAD 3 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CL2446'RIGHT. IT IS LOCATED 53 FEET EAST OF THE CENTERLINE OF THE ROAD,
 CL2446'3.0 FEET WEST OF THE NORTHWESTERN LEG OF AN H-FRAME POWER POLE
 CL2446'SUPPORTING THE NORTHWESTERN ONE OF TWO POWER LINES, 23.8 FEET
 CL2446'WEST-NORTHWEST OF THE SOUTHEASTERN LEG OF THE SAME H-FRAME
 CL2446'TOWER, 126.0 FEET NORTH OF THE NORTHWESTERN LEG OF AN H-FRAME
 CL2446'POWER LINE TOWER SUPPORTING THE SOUTHEASTERN POWERLINE, AND
 CL2446'3.0 FEET EAST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2446'STAMPED---143-201 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2446'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2446'GROUND WITH STEEL RODS EMBEDDED.
 CL2446'
 CL2446'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2445 ***********************************************************************
 CL2445  DESIGNATION -  BV 143 202
 CL2445  PID         -  CL2445
 CL2445  STATE/COUNTY-  GA/TWIGGS
 CL2445  USGS QUAD   -  DRY BRANCH (1985)
 CL2445
 CL2445                         *CURRENT SURVEY CONTROL
 CL2445  ___________________________________________________________________
 CL2445* NAD 83(1994)-  32 48 36.67374(N)    083 24 30.66491(W)     ADJUSTED  
 CL2445* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 CL2445  ___________________________________________________________________
 CL2445  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CL2445  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CL2445
 CL2445  HORZ ORDER  -  SECOND
 CL2445
 CL2445.The horizontal coordinates were established by classical geodetic methods
 CL2445.and adjusted by the National Geodetic Survey in September 1997..
 CL2445
 CL2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2445
 CL2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2445
 CL2445.The geoid height was determined by GEOID03.
 CL2445
 CL2445;                    North         East     Units Scale Factor Converg.
 CL2445;SPC GA W     -   311,807.246   770,996.510   MT  0.99996213   +0 24 39.0
 CL2445;SPC GA W     - 1,022,987.61  2,529,511.05   sFT  0.99996213   +0 24 39.0
 CL2445;UTM  17      - 3,632,813.738   274,498.124   MT  1.00022706   -1 18 20.2
 CL2445
 CL2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2445!SPC GA W     -   0.99998470  x   0.99996213  =   0.99994683
 CL2445!UTM  17      -   0.99998470  x   1.00022706  =   1.00021175
 CL2445
 CL2445:                Primary Azimuth Mark                     Grid Az
 CL2445:SPC GA W     -  GORDON SOU BELL MICROWAVE                056 57 40.3
 CL2445:UTM  17      -  GORDON SOU BELL MICROWAVE                058 40 39.5
 CL2445
 CL2445|---------------------------------------------------------------------|
 CL2445| PID    Reference Object                     Distance      Geod. Az  |
 CL2445|                                                           dddmmss.s |
 CL2445| CL2438 GORDON SOU BELL MICROWAVE           APPROX. 7.7 KM 0572219.3 |
 CL2445| CL3018 BV 143 202 AZ MK                                   2222413.6 |
 CL2445|---------------------------------------------------------------------|
 CL2445
 CL2445                          SUPERSEDED SURVEY CONTROL
 CL2445
 CL2445  NAD 83(1986)-  32 48 36.67825(N)    083 24 30.66288(W) AD(       ) 2
 CL2445  NAD 27      -  32 48 36.17300(N)    083 24 31.05273(W) AD(       ) 2
 CL2445  NGVD 29 (07/19/86)  125.0    (m)          410.     (f) VERT ANG       
 CL2445
 CL2445.Superseded values are not recommended for survey control.
 CL2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2445.See file dsdata.txt to determine how the superseded data were derived.
 CL2445
 CL2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7449832814(NAD 83)
 CL2445_MARKER: DD = SURVEY DISK
 CL2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2445+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 CL2445
 CL2445  HISTORY     - Date     Condition        Report By
 CL2445  HISTORY     - 1976     MONUMENTED       GADT
 CL2445  HISTORY     - 20010404 GOOD             GADT
 CL2445
 CL2445                          STATION DESCRIPTION
 CL2445
 CL2445'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2445'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF MYRICKS MILL,
 CL2445'4-1/2 MILES NORTH-NORTHEAST OF FITZPATRICK, AND 5-1/4 MILES
 CL2445'EAST OF DRY BRANCH ON COUNTY RIGHT OF WAY.
 CL2445'
 CL2445'TO REACH THE STATION FROM THE JUNCTION OF PAVED COUNTY ROAD
 CL2445'92100 AND DIRT COUNTY ROAD 39 (NEW HOPEWELL CHURCH ROAD) IN
 CL2445'MYRICKS MILL LOCATED 7-1/4 MILES SOUTH-SOUTHWEST OF GORDON,
 CL2445'GO NORTH ALONG COUNTY ROAD 92100 FOR 1.1 MILES TO THE END OF
 CL2445'PAVEMENT AT THE JUNCTION OF PAVED COUNTY ROAD 92099 CROSSING.
 CL2445'TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD 92099 FOR 2.0
 CL2445'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 90683 CROSSING.
 CL2445'TURN LEFT GOING SOUTHWEST ALONG COUNTY ROAD 90683 FOR 0.7 MILE
 CL2445'TO THE STATION ON THE RIGHT.
 CL2445'
 CL2445'THE STATION IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF
 CL2445'THE ROAD, 28.0 FEET NORTHEAST OF A 12 INCH SCARRED PINE TREE,
 CL2445'67.0 FEET SOUTHWEST OF AN 8 INCH PINE TREE ON THE SOUTH SIDE OF
 CL2445'A DIRT DRIVEWAY TO THE WEST, 97.0 FEET NORTH-NORTHWEST OF A
 CL2445'POWER POLE ON THE SOUTHEAST SIDE OF THE ROAD, AND 2.1 FEET
 CL2445'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2445'STAMPED---143-202 1976---, SET IN THE TOP OF A 10 INCH
 CL2445'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2445'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS
 CL2445'A STANDARD DISK STAMPED---143-202 1976---, SET IN THE TOP OF
 CL2445'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.96 METER BELOW
 CL2445'THE SURFACE OF THE GROUND.
 CL2445'
 CL2445'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 CL2445'SOUTHWEST ALONG COUNTY ROAD 90683 FOR 0.4 MILE TO THE AZIMUTH
 CL2445'MARK ON THE LEFT. IT IS LOCATED 180 FEET EAST-NORTHEAST OF THE
 CL2445'POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD AND
 CL2445'COUNTY ROAD 14 TO THE SOUTHEAST, 39 FEET SOUTHEAST OF THE
 CL2445'CENTERLINE OF THE ROAD, 95.6 FEET SOUTHWEST OF A F.A.P. 683
 CL2445'CONCRETE SIGN POST, 46.8 FEET WEST OF AN 8 INCH PINE TREE,
 CL2445'3.5 FEET NORTHWEST OF A POWER POLE, AND 3.0 FEET NORTHWEST OF
 CL2445'A WITNESS POST. IT IS A STANDARD DISK STAMPED---143-202 1976
 CL2445'AZMK ---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2445'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL
 CL2445'RODS EMBEDDED.
 CL2445'
 CL2445'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 CL2445
 CL2445                          STATION RECOVERY (2001)
 CL2445
 CL2445'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CL2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2439 ***********************************************************************
 CL2439  DESIGNATION -  BV 143 203
 CL2439  PID         -  CL2439
 CL2439  STATE/COUNTY-  GA/TWIGGS
 CL2439  USGS QUAD   -  MASSEY HILL (1973)
 CL2439
 CL2439                         *CURRENT SURVEY CONTROL
 CL2439  ___________________________________________________________________
 CL2439* NAD 83(1994)-  32 47 25.68695(N)    083 21 28.43027(W)     ADJUSTED  
 CL2439* NAVD 88     -       120.0    (meters)     394.     (feet)  VERTCON   
 CL2439  ___________________________________________________________________
 CL2439  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CL2439  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CL2439
 CL2439  HORZ ORDER  -  SECOND
 CL2439
 CL2439.The horizontal coordinates were established by classical geodetic methods
 CL2439.and adjusted by the National Geodetic Survey in September 1997..
 CL2439
 CL2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2439
 CL2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2439
 CL2439.The geoid height was determined by GEOID03.
 CL2439
 CL2439;                    North         East     Units Scale Factor Converg.
 CL2439;SPC GA W     -   309,655.695   775,753.716   MT  0.99997074   +0 26 16.9
 CL2439;SPC GA W     - 1,015,928.73  2,545,118.65   sFT  0.99997074   +0 26 16.9
 CL2439;UTM  17      - 3,630,520.129   279,189.930   MT  1.00020124   -1 16 38.9
 CL2439
 CL2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2439!SPC GA W     -   0.99998548  x   0.99997074  =   0.99995622
 CL2439!UTM  17      -   0.99998548  x   1.00020124  =   1.00018672
 CL2439
 CL2439:                Primary Azimuth Mark                     Grid Az
 CL2439:SPC GA W     -  BV 143 203 AZ MK                         117 24 35.4
 CL2439:UTM  17      -  BV 143 203 AZ MK                         119 07 31.2
 CL2439
 CL2439|---------------------------------------------------------------------|
 CL2439| PID    Reference Object                     Distance      Geod. Az  |
 CL2439|                                                           dddmmss.s |
 CL2439| CL3019 BV 143 203 AZ MK                                   1175052.3 |
 CL2439|---------------------------------------------------------------------|
 CL2439
 CL2439                          SUPERSEDED SURVEY CONTROL
 CL2439
 CL2439  NAD 83(1986)-  32 47 25.69160(N)    083 21 28.42833(W) AD(       ) 2
 CL2439  NAD 27      -  32 47 25.18766(N)    083 21 28.81569(W) AD(       ) 2
 CL2439  NGVD 29 (07/19/86)  120.1    (m)          394.     (f) VERT ANG       
 CL2439
 CL2439.Superseded values are not recommended for survey control.
 CL2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2439.See file dsdata.txt to determine how the superseded data were derived.
 CL2439
 CL2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7919030520(NAD 83)
 CL2439_MARKER: DD = SURVEY DISK
 CL2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2439
 CL2439  HISTORY     - Date     Condition        Report By
 CL2439  HISTORY     - 1976     MONUMENTED       GADT
 CL2439
 CL2439                          STATION DESCRIPTION
 CL2439
 CL2439'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2439'THE STATION IS ABOUT 1 MILE EAST-NORTHEAST OF MYRICKS MILL,
 CL2439'6-1/2 MILES SOUTH-SOUTHWEST OF GORDON, AND 7-1/4 MILES NORTH OF
 CL2439'JEFFERSONVILLE ON THE PROPERTY OF CECIL FOUNTAIN.
 CL2439'
 CL2439'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 92100 AND
 CL2439'AND DIRT COUNTY ROAD 39 (NEW HOPEWELL ROAD) IN MYRICKS MILL
 CL2439'LOCATED ABOUT 7-1/4 MILES SOUTH-SOUTHWEST
 CL2439'OF GORDON, GO NORTH ALONG
 CL2439'COUNTY ROAD 92100 FOR 1.1 MILES TO THE JUNCTION OF PAVED COUNTY
 CL2439'ROAD 92099 CROSSING. TURN RIGHT GOING SOUTHEAST ALONG COUNTY
 CL2439'ROAD 92099 FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 CL2439'
 CL2439'THE STATION IS LOCATED 37 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL2439'OF THE ROAD, 96.2 FEET EAST OF A HOGWIRE FENCE CORNER POST, 55.5
 CL2439'FEET NORTHWEST OF THE NORTH CORNER OF A RED BARN, 8.8 FEET
 CL2439'NORTH-NORTHWEST OF ANOTHER FENCE CORNER POST AT THE JUNCTION OF
 CL2439'HOGWIRE AND WOOD FENCELINES, 97.5 FEET SOUTHWEST OF AN 18 INCH
 CL2439'PECAN TREE ON THE NORTHERN SIDE OF THE ROAD, AND 2.9 FEET
 CL2439'NORTH-NORTHEAST OF A WITNESS POST SET AT THE HOGWIRE FENCE. IT IS A
 CL2439'STANDARD BRASS DISK STAMPED---143-203 1976---, SET IN THE TOP
 CL2439'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2439'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2439'UNDERGROUND STATION IS A STANDARD DISK STAMPED---143-203
 CL2439'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2439'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 CL2439'
 CL2439'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG
 CL2439'COUNTY ROAD 92099 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CL2439'IT IS LOCATED 49 FEET NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CL2439'ROAD, 26.8 FEET EAST-SOUTHEAST OF A 15 INCH PINE TREE, 59.5
 CL2439'FEET NORTHWEST OF A 4 BY 4 BY 12 INCH HIGH CONCRETE PROPERTY
 CL2439'CORNER POST, 96.1 FEET NORTH-NORTHWEST OF A FENCE CORNER POST
 CL2439'ON THE SOUTHERN SIDE OF THE ROAD, AND 1.6 FEET NORTH-NORTHEAST
 CL2439'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---143-203
 CL2439'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2439'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH
 CL2439'STEEL RODS EMBEDDED.
 CL2439'
 CL2439'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2651 ***********************************************************************
 CL2651  DESIGNATION -  BV 143 204
 CL2651  PID         -  CL2651
 CL2651  STATE/COUNTY-  GA/TWIGGS
 CL2651  USGS QUAD   -  WARNER ROBINS NE (1984)
 CL2651
 CL2651                         *CURRENT SURVEY CONTROL
 CL2651  ___________________________________________________________________
 CL2651* NAD 83(1994)-  32 40 41.34187(N)    083 31 26.75897(W)     ADJUSTED  
 CL2651* NAVD 88     -       122.     (meters)     400.     (feet)  VERTCON   
 CL2651  ___________________________________________________________________
 CL2651  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CL2651  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CL2651
 CL2651  HORZ ORDER  -  SECOND
 CL2651
 CL2651.The horizontal coordinates were established by classical geodetic methods
 CL2651.and adjusted by the National Geodetic Survey in September 1997..
 CL2651
 CL2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2651
 CL2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2651
 CL2651.The geoid height was determined by GEOID03.
 CL2651
 CL2651;                    North         East     Units Scale Factor Converg.
 CL2651;SPC GA W     -   297,093.780   760,261.527   MT  0.99994476   +0 20 49.0
 CL2651;SPC GA W     -   974,715.18  2,494,291.36   sFT  0.99994476   +0 20 49.0
 CL2651;UTM  17      - 3,618,423.436   263,324.591   MT  1.00029077   -1 21 48.4
 CL2651
 CL2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2651!SPC GA W     -   0.99998514  x   0.99994476  =   0.99992990
 CL2651!UTM  17      -   0.99998514  x   1.00029077  =   1.00027591
 CL2651
 CL2651:                Primary Azimuth Mark                     Grid Az
 CL2651:SPC GA W     -  BV 143 204 AZ MK                         174 05 01.5
 CL2651:UTM  17      -  BV 143 204 AZ MK                         175 47 38.9
 CL2651
 CL2651|---------------------------------------------------------------------|
 CL2651| PID    Reference Object                     Distance      Geod. Az  |
 CL2651|                                                           dddmmss.s |
 CL2651| CY7580 BV 143 204 AZ MK                                   1742550.5 |
 CL2651| CL2652 BV 143 204 GADT PTA                  10.755 METERS 23807     |
 CL2651|---------------------------------------------------------------------|
 CL2651
 CL2651                          SUPERSEDED SURVEY CONTROL
 CL2651
 CL2651  NAD 83(1986)-  32 40 41.34643(N)    083 31 26.75683(W) AD(       ) 2
 CL2651  NAD 27      -  32 40 40.83414(N)    083 31 27.10260(W) AD(       ) 2
 CL2651  NGVD 29 (07/19/86)  122.     (m)          400.     (f) VERT ANG       
 CL2651
 CL2651.Superseded values are not recommended for survey control.
 CL2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2651.See file dsdata.txt to determine how the superseded data were derived.
 CL2651
 CL2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6332518423(NAD 83)
 CL2651_MARKER: DD = SURVEY DISK
 CL2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2651
 CL2651  HISTORY     - Date     Condition        Report By
 CL2651  HISTORY     - 1976     MONUMENTED       GADT
 CL2651
 CL2651                          STATION DESCRIPTION
 CL2651
 CL2651'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2651'THE STATION IS ABOUT 2-1/4 MILES SOUTH-SOUTHEAST OF HUBER,
 CL2651'3-3/4 MILES NORTHWEST OF BULLARD, AND 6-3/4 MILES NORTHEAST OF
 CL2651'WARNER ROBINS ON STATE RIGHT OF WAY.
 CL2651'
 CL2651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND
 CL2651'129 (STATE ROUTE 87), PAVED COUNTY ROAD 91282, AND DIRT COUNTY
 CL2651'ROAD 84 IN BULLARD, GO NORTHWEST ALONG U.S. HIGHWAYS 23 AND 129
 CL2651'(STATE ROUTE 87) FOR 1.95 MILES TO THE JUNCTION OF DIRT COUNTY
 CL2651'ROAD 72 CROSSING. CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAYS
 CL2651'23 AND 129 FOR 1.1 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 CL2651'81 TO THE LEFT. CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAYS
 CL2651'23 AND 129 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CL2651'CONTINUE GOING NORTHWEST ALONG U.S. HIGHWAYS 23 AND 129 FOR
 CL2651'0.45 MILE TO THE STATION ON THE RIGHT.
 CL2651'
 CL2651'THE STATION IS LOCATED 50 FEET EAST OF THE CENTERLINE OF THE
 CL2651'HIGHWAY, 15.0 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH A
 CL2651'TRANSFORMER, 82.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 CL2651'OF A WHITE FRAME HOUSE, 129.3 FEET NORTHEAST OF A 4 FOOT HIGH
 CL2651'PROPERTY CORNER POST MADE OF A PIECE OF RAILROAD RAIL ON THE
 CL2651'WEST SIDE OF THE HIGHWAY, AND 4.9 FEET EAST OF A WITNESS POST.
 CL2651'IT IS A STANDARD BRASS DISK STAMPED---143-204 1976---, SET IN
 CL2651'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW
 CL2651'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2651'UNDERGROUND STATION IS A STANDARD DISK STAMPED---143-204
 CL2651'1976--- SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2651'APPROXIMATELY 0.98 METER BELOW THE SURFACE OF THE GROUND.
 CL2651'
 CL2651'THE AZIMUTH MARK IS LOCATED 41 FEET WEST OF THE CENTERLINE OF
 CL2651'THE ROAD, 75.0 FEET NORTH OF A POWER POLE WITH A TRANSFORMER,
 CL2651'105.8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GLO
 CL2651'SERVICE STATION AND STORE CONCRETE BLOCK BUILDING, 103.0 FEET
 CL2651'WEST-SOUTHWEST OF A TELEPHONE POLE ON THE EASTERN SIDE OF THE
 CL2651'ROAD, AND 1.8 FEET WEST OF A WITNESS POST. IT IS A STANDARD
 CL2651'DISK STAMPED---143-204 1976 AZMK---, SET IN THE TOP OF A 10
 CL2651'INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 CL2651'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2651'
 CL2651'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2420 ***********************************************************************
 CL2420  DESIGNATION -  BV 143 205
 CL2420  PID         -  CL2420
 CL2420  STATE/COUNTY-  GA/TWIGGS
 CL2420  USGS QUAD   -  MARION (1985)
 CL2420
 CL2420                         *CURRENT SURVEY CONTROL
 CL2420  ___________________________________________________________________
 CL2420* NAD 83(1994)-  32 39 29.50611(N)    083 26 49.09693(W)     ADJUSTED  
 CL2420* NAVD 88     -       126.     (meters)     413.     (feet)  VERTCON   
 CL2420  ___________________________________________________________________
 CL2420  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CL2420  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CL2420
 CL2420  HORZ ORDER  -  SECOND
 CL2420
 CL2420.The horizontal coordinates were established by classical geodetic methods
 CL2420.and adjusted by the National Geodetic Survey in September 1997..
 CL2420
 CL2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2420
 CL2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2420
 CL2420.The geoid height was determined by GEOID03.
 CL2420
 CL2420;                    North         East     Units Scale Factor Converg.
 CL2420;SPC GA W     -   294,927.446   767,509.970   MT  0.99995618   +0 23 18.2
 CL2420;SPC GA W     -   967,607.80  2,518,072.29   sFT  0.99995618   +0 23 18.2
 CL2420;UTM  17      - 3,616,041.020   270,507.460   MT  1.00024947   -1 19 15.7
 CL2420
 CL2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2420!SPC GA W     -   0.99998453  x   0.99995618  =   0.99994071
 CL2420!UTM  17      -   0.99998453  x   1.00024947  =   1.00023399
 CL2420
 CL2420|---------------------------------------------------------------------|
 CL2420| PID    Reference Object                     Distance      Geod. Az  |
 CL2420|                                                           dddmmss.s |
 CL2420| CL2419 BV 143 205 GADT PTA                  24.905 METERS 10124     |
 CL2420| CL3020 BV 143 205 AZ MK                                   2943023.7 |
 CL2420|---------------------------------------------------------------------|
 CL2420
 CL2420                          SUPERSEDED SURVEY CONTROL
 CL2420
 CL2420  NAD 83(1986)-  32 39 29.51042(N)    083 26 49.09412(W) AD(       ) 2
 CL2420  NAD 27      -  32 39 29.00819(N)    083 26 49.47592(W) AD(       ) 2
 CL2420  NGVD 29 (07/19/86)  126.     (m)          413.     (f) VERT ANG       
 CL2420
 CL2420.Superseded values are not recommended for survey control.
 CL2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2420.See file dsdata.txt to determine how the superseded data were derived.
 CL2420
 CL2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7050716041(NAD 83)
 CL2420_MARKER: DD = SURVEY DISK
 CL2420_SETTING: 0 = UNSPECIFIED SETTING
 CL2420
 CL2420  HISTORY     - Date     Condition        Report By
 CL2420  HISTORY     - 1976     MONUMENTED       GADT
 CL2420
 CL2420                          STATION DESCRIPTION
 CL2420
 CL2420'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2420'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF BULLARD, 6-1/2
 CL2420'MILES EAST-SOUTHEAST OF HUBER, AND 6-1/4 MILES WEST-SOUTHWEST
 CL2420'OF JEFFERSONVILLE ON COUNTY RIGHT OF WAY.
 CL2420'
 CL2420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND
 CL2420'129 (STATE ROUTE 87), PAVED COUNTY ROAD 91282, AND DIRT COUNTY
 CL2420'ROAD 84 IN BULLARD, GO NORTHEAST ALONG COUNTY ROAD 91282 FOR
 CL2420'3.8 MILES TO THE NORTHEAST END OF A BRIDGE OVER INTERSTATE 16
 CL2420'AND THE STATION ON THE LEFT.
 CL2420'
 CL2420'THE STATION IS LOCATED 18 FEET NORTHWEST OF THE CENTERLINE OF
 CL2420'THE ROAD, 67.0 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 CL2420'A DROP INLET ON THE SOUTHERN SIDE OF THE ROAD, 46.2 FEET
 CL2420'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE EASTERNMOST
 CL2420'PARAPET END WALL OF THE BRIDGE, 18.0 FEET SOUTH-SOUTHWEST OF
 CL2420'THE NORTHWEST CORNER OF A DROP INLET ON THE NORTH SIDE OF THE
 CL2420'ROAD, 10.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CL2420'NORTHERNMOST PARAPET END WALL OF THE BRIDGE, AND 4.4 FEET
 CL2420'SOUTH-SOUTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS
 CL2420'DISK STAMPED---143-205 1976---, SET IN A 1 INCH DRILLED HOLE
 CL2420'IN THE CONCRETE APPROACH SLAB OF THE BRIDGE FLUSH WITH THE
 CL2420'SURFACE OF THE ROADWAY.
 CL2420'
 CL2420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 CL2420'COUNTY ROAD 91282 FOR 0.05 MILE TO THE WEST BOUND ENTRANCE
 CL2420'RAMP TO INTERSTATE 16. TURN LEFT GOING NORTHWEST ALONG THE
 CL2420'ENTRANCE RAMP FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT. IT
 CL2420'IS LOCATED ON THE SOUTHWEST SIDE OF THE HIGHWAY, 30 FEET SOUTH-
 CL2420'SOUTHWEST OF THE CENTERLINE OF THE INTERSTATE 16 EAST BOUND
 CL2420'LANE, 4.5 FEET NORTH-NORTHWEST OF THE NORTH POST ON AN EXIT
 CL2420'SIGN, 82.0 FEET NORTH-NORTHEAST OF AN 8 INCH TWIN SWEET GUM
 CL2420'TREE ON THE SOUTHWEST SIDE OF THE EXIT RAMP, 53.4 FEET EAST-
 CL2420'SOUTHEAST OF THE EDGE OF THE ASPHALT PAVEMENT AT THE NOSE OF
 CL2420'THE GRASSED AREA BETWEEN THE INTERSTATE HIGHWAY AND EXIT
 CL2420'RAMP, 203.5 FEET SOUTHEAST OF THE NOSE OF THE CONCRETE CURB
 CL2420'AT THE JUNCTION OF THE INTERSTATE 16 WEST BOUND LANE AND
 CL2420'THE WEST BOUND ENTRANCE RAMP, AND 2.1 FEET
 CL2420'NORTH-NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2420'STAMPED---143-205 1976 AZMK---, SET IN THE TOP OF A 10
 CL2420'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL2420'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2420'
 CL2420'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1222 ***********************************************************************
 CL1222  DESIGNATION -  BV 143 206
 CL1222  PID         -  CL1222
 CL1222  STATE/COUNTY-  GA/TWIGGS
 CL1222  USGS QUAD   -  TARVERSVILLE (1973)
 CL1222
 CL1222                         *CURRENT SURVEY CONTROL
 CL1222  ___________________________________________________________________
 CL1222* NAD 83(1994)-  32 37 07.30688(N)    083 29 33.62669(W)     ADJUSTED  
 CL1222* NAVD 88     -       112.862  (meters)     370.28   (feet)  ADJUSTED  
 CL1222  ___________________________________________________________________
 CL1222  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CL1222  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CL1222  DYNAMIC HT  -         112.736 (meters)     369.87  (feet)  COMP
 CL1222  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 CL1222
 CL1222  HORZ ORDER  -  SECOND
 CL1222  VERT ORDER  -  FIRST     CLASS II
 CL1222
 CL1222.The horizontal coordinates were established by classical geodetic methods
 CL1222.and adjusted by the National Geodetic Survey in September 1997..
 CL1222
 CL1222.The orthometric height was determined by differential leveling
 CL1222.and adjusted by the National Geodetic Survey in June 1991..
 CL1222
 CL1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1222
 CL1222.The geoid height was determined by GEOID03.
 CL1222
 CL1222.The dynamic height is computed by dividing the NAVD 88
 CL1222.geopotential number by the normal gravity value computed on the
 CL1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1222.degrees latitude (g = 980.6199 gals.).
 CL1222
 CL1222.The modeled gravity was interpolated from observed gravity values.
 CL1222
 CL1222;                    North         East     Units Scale Factor Converg.
 CL1222;SPC GA W     -   290,519.169   763,250.598   MT  0.99994932   +0 21 48.0
 CL1222;SPC GA W     -   953,144.97  2,504,098.00   sFT  0.99994932   +0 21 48.0
 CL1222;UTM  17      - 3,611,760.370   266,117.194   MT  1.00027457   -1 20 39.4
 CL1222
 CL1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1222!SPC GA W     -   0.99998656  x   0.99994932  =   0.99993588
 CL1222!UTM  17      -   0.99998656  x   1.00027457  =   1.00026112
 CL1222
 CL1222|---------------------------------------------------------------------|
 CL1222| PID    Reference Object                     Distance      Geod. Az  |
 CL1222|                                                           dddmmss.s |
 CL1222| CL2414 BV 143 206 GADT PTA                  26.931 METERS 14428     |
 CL1222| CL3021 BV 143 206 AZ MK                                   3211836.8 |
 CL1222|---------------------------------------------------------------------|
 CL1222
 CL1222                          SUPERSEDED SURVEY CONTROL
 CL1222
 CL1222  NAD 83(1986)-  32 37 07.31110(N)    083 29 33.62368(W) AD(       ) 2
 CL1222  NAD 27      -  32 37 06.80697(N)    083 29 34.00292(W) AD(       ) 2
 CL1222  NGVD 29 (07/19/86)  114.     (m)          374.     (f) VERT ANG       
 CL1222
 CL1222.Superseded values are not recommended for survey control.
 CL1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1222.See file dsdata.txt to determine how the superseded data were derived.
 CL1222
 CL1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6611711760(NAD 83)
 CL1222_MARKER: DD = SURVEY DISK
 CL1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1222_SP_SET: CONCRETE POST
 CL1222_STAMPING: B.V. 143-206 1976
 CL1222_PROJECTION: PROJECTING 5 CENTIMETERS
 CL1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1222+STABILITY: SURFACE MOTION
 CL1222
 CL1222  HISTORY     - Date     Condition        Report By
 CL1222  HISTORY     - 1976     MONUMENTED       GADT
 CL1222  HISTORY     - 1979     GOOD             NGS
 CL1222
 CL1222                          STATION DESCRIPTION
 CL1222
 CL1222'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL1222'THE STATION IS ABOUT 1 MILE SOUTH-SOUTHEAST OF BULLARD, 6 MILES
 CL1222'SOUTH-SOUTHEAST OF HUBER, AND 8 MILES NORTHEAST OF BONAIRE ON
 CL1222'STATE RIGHT OF WAY.
 CL1222'
 CL1222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND
 CL1222'129 (STATE ROUTE 87) AND PAVED COUNTY ROADS 91282 TO THE EAST
 CL1222'AND 84 TO THE WEST IN BULLARD, GO SOUTHEAST ALONG U.S. HIGHWAYS
 CL1222'23 AND 129 (STATE ROUTE 87) FOR 0.55 MILE TO THE JUNCTION OF
 CL1222'DIRT COUNTY ROAD 85 TO THE RIGHT. CONTINUE GOING SOUTHEAST ALONG
 CL1222'U.S. HIGHWAY 23 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL1222'CONTINUE GOING SOUTHEAST ALONG U.S. HIGHWAY 23 FOR 0.2 MILE TO
 CL1222'THE STATION ON THE LEFT.
 CL1222'
 CL1222'THE STATION IS LOCATED 48 FEET EAST-NORTHEAST OF THE CENTERLINE
 CL1222'OF THE HIGHWAY, 73.6 FEET NORTHWEST OF A POWER POLE WITH AN
 CL1222'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, 118.6 FEET
 CL1222'NORTH-NORTHEAST OF A 20 INCH OAK TREE ON THE WESTERN SIDE OF
 CL1222'THE ROAD, 147.9 FEET NORTH OF A 20 INCH MAGNOLIA TREE ON THE
 CL1222'WESTERN SIDE OF THE ROAD IN FRONT OF A WHITE FRAME HOUSE, AND
 CL1222'2.7 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT A HOGWIRE
 CL1222'FENCELINE. IT IS A STANDARD BRASS DISK STAMPED---143-206
 CL1222'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL1222'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL1222'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL1222'STAMPED---143-206 1976---, SET IN THE TOP OF A 5 INCH
 CL1222'CONCRETE CYLINDER APPROXIMATELY 0.96 METER BELOW THE SURFACE
 CL1222'OF THE GROUND.
 CL1222'
 CL1222'THE AZIMUTH MARK IS LOCATED 45 FEET WEST OF THE CENTERLINE OF
 CL1222'THE HIGHWAY, 23 FEET NORTH-NORTHEAST OF A 10 INCH PINE TREE WITH
 CL1222'AN ORANGE TRIANGULAR BLAZE, 10.4 FEET EAST-SOUTHEAST OF AN 8
 CL1222'INCH PINE TREE WITH AN ORANGE TRIANGULAR BLAZE, 110.3 FEET WEST
 CL1222'SOUTHWEST OF A FENCELINE PULL POST ON THE EASTERN SIDE OF THE
 CL1222'ROAD, 245.5 FEET WEST-NORTHWEST OF A 20 INCH SYCAMORE TREE ON
 CL1222'THE EASTERN SIDE OF THE ROAD, AND 1.5 FEET EAST OF A WITNESS
 CL1222'POST. IT IS A STANDARD DISK STAMPED---143-206 1976 AZMK---,
 CL1222'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 CL1222'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL1222'
 CL1222'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 CL1222
 CL1222                          STATION RECOVERY (1979)
 CL1222
 CL1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1222'0.85 MI SE FROM BULLARD.
 CL1222'0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE INTERSECTION OF
 CL1222'RIVER ROAD AT BULLARD TO THE MARK ON THE LEFT, 199 FEET SOUTHEAST OF
 CL1222'MILE POST NUMBER 10, 73 FEET NORTHWEST OF A POWER POLE, 47.5 FEET
 CL1222'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTHWEST OF
 CL1222'A FENCE LINE.
 CL1222'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 CL1222'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1526 ***********************************************************************
 EE1526  DESIGNATION -  BV 144 200
 EE1526  PID         -  EE1526
 EE1526  STATE/COUNTY-  GA/UNION
 EE1526  USGS QUAD   -  NOTTELY DAM (1988)
 EE1526
 EE1526                         *CURRENT SURVEY CONTROL
 EE1526  ___________________________________________________________________
 EE1526* NAD 83(1994)-  34 57 41.69765(N)    084 05 28.03324(W)     ADJUSTED  
 EE1526* NAVD 88     -       547.5    (meters)    1796.     (feet)  VERTCON   
 EE1526  ___________________________________________________________________
 EE1526  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 EE1526  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 EE1526
 EE1526  HORZ ORDER  -  SECOND
 EE1526
 EE1526.The horizontal coordinates were established by classical geodetic methods
 EE1526.and adjusted by the National Geodetic Survey in September 1997..
 EE1526
 EE1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1526
 EE1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1526
 EE1526.The geoid height was determined by GEOID03.
 EE1526
 EE1526;                    North         East     Units Scale Factor Converg.
 EE1526;SPC GA W     -   550,165.062   706,899.018   MT  0.99990059   +0 02 35.8
 EE1526;SPC GA W     - 1,804,999.87  2,319,217.86   sFT  0.99990059   +0 02 35.8
 EE1526;SPC TN       -    71,406.123   774,339.536   MT  1.00006341   +1 07 03.1
 EE1526;SPC TN       -   234,271.59  2,540,478.96   sFT  1.00006341   +1 07 03.1
 EE1526;UTM  16      - 3,872,648.218   765,603.568   MT  1.00046954   +1 40 04.2
 EE1526
 EE1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1526!SPC GA W     -   0.99991859  x   0.99990059  =   0.99981919
 EE1526!SPC TN       -   0.99991859  x   1.00006341  =   0.99998199
 EE1526!UTM  16      -   0.99991859  x   1.00046954  =   1.00038809
 EE1526
 EE1526:                Primary Azimuth Mark                     Grid Az
 EE1526:SPC GA W     -  LANCE RM 3                               074 04 30.4
 EE1526:SPC TN       -  LANCE RM 3                               073 00 03.1
 EE1526:UTM  16      -  LANCE RM 3                               072 27 02.0
 EE1526
 EE1526|---------------------------------------------------------------------|
 EE1526| PID    Reference Object                     Distance      Geod. Az  |
 EE1526|                                                           dddmmss.s |
 EE1526| EE1527 LANCE RM 3                          APPROX. 8.3 KM 0740706.2 |
 EE1526| CZ4680 BV 144 200 AZ MK                                   1393122.4 |
 EE1526|---------------------------------------------------------------------|
 EE1526
 EE1526                          SUPERSEDED SURVEY CONTROL
 EE1526
 EE1526  NAD 83(1986)-  34 57 41.70287(N)    084 05 28.03904(W) AD(       ) 2
 EE1526  NAD 27      -  34 57 41.40651(N)    084 05 28.36551(W) AD(       ) 2
 EE1526  NGVD 29 (07/19/86)  547.5    (m)         1796.     (f) VERT ANG       
 EE1526
 EE1526.Superseded values are not recommended for survey control.
 EE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1526.See file dsdata.txt to determine how the superseded data were derived.
 EE1526
 EE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6560472648(NAD 83)
 EE1526_MARKER: DD = SURVEY DISK
 EE1526_SETTING: 0 = UNSPECIFIED SETTING
 EE1526
 EE1526  HISTORY     - Date     Condition        Report By
 EE1526  HISTORY     - 1972     MONUMENTED       GADT
 EE1526  HISTORY     - 1975     GOOD             USGS
 EE1526
 EE1526                          STATION DESCRIPTION
 EE1526
 EE1526'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1526'THE STATION IS LOCATED 1.9 MILES WEST OF THE INTERSECTION OF
 EE1526'GA. 325 AND GA. 11 ON GA. 325.
 EE1526'
 EE1526'TO REACH FROM THE INTERSECTION OF U.S. 76 AND GA. 60 IN MORGANTON,
 EE1526'GEORGIA, PROCEED SOUTHEAST ON U.S. 76 10.85 MILES TO THE
 EE1526'INTERSECTION OF GA. 325.  PROCEED EAST ON GA. 325 10.65 MILES TO
 EE1526'THE STATION ON THE LEFT.
 EE1526'
 EE1526'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1526'WITH THE GROUND.  THE STATION IS LOCATED 14.0 FEET NORTH OF THE
 EE1526'CENTERLINE OF GA. 325.  38.5 FEET NORTHEAST OF A LIGHT POLE.  138.2
 EE1526'FEET SOUTHWEST OF A LIGHT POLE.
 EE1526'
 EE1526'THE AZIMUTH MARK IS LOCATED 0.45 MILES EAST OF THE STATION--22.6
 EE1526'FEET SOUTH OF THE CENTERLINE OF GA. 325.  37.8 FEET WEST OF A
 EE1526'STREET LIGHT.  63.9 FEET EAST OF THE EAST END OF A GUARDRAIL.
 EE1526
 EE1526                          STATION RECOVERY (1975)
 EE1526
 EE1526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (CRH)
 EE1526'THE STA. IS LOCATED 2.2 MI. W. OF THE INT. OF GA. 325 AND 11.  TO
 EE1526'REACH FROM THE INT. OF U.S. 76 AND GA. 60 IN MORGANTON, PROCEED
 EE1526'SE ON U.S. 76 FOR 9.7 MI., THENCE N. 10.95 MI.
 EE1526'
 EE1526'THE STA. IS A STD. BRASS CAP SET IN POURED CONCRETE FLUSH WITH
 EE1526'THE GROUND.  416 FT. NW OF NW END OF SPILLWAY AT CL OF BRIDGE,
 EE1526'14.0 FT N. OF GA. 325.
 EE1526'
 EE1526'THE AZ MK IS LOCATED 0.45 MI. E OF STA., 22.6 FT S. OF GA. 325,
 EE1526'63.9 FT. E. OF E. END OF GUARDRAIL.  AZ. MK. NV FROM STA. BLOCKED
 EE1526'BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1525 ***********************************************************************
 EE1525  DESIGNATION -  BV 144 201
 EE1525  PID         -  EE1525
 EE1525  STATE/COUNTY-  GA/UNION
 EE1525  USGS QUAD   -  NOTTELY DAM (1988)
 EE1525
 EE1525                         *CURRENT SURVEY CONTROL
 EE1525  ___________________________________________________________________
 EE1525* NAD 83(1994)-  34 53 33.91433(N)    084 04 40.88458(W)     ADJUSTED  
 EE1525* NAVD 88     -       596.0    (meters)    1955.     (feet)  VERTCON   
 EE1525  ___________________________________________________________________
 EE1525  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EE1525  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE1525
 EE1525  HORZ ORDER  -  SECOND
 EE1525
 EE1525.The horizontal coordinates were established by classical geodetic methods
 EE1525.and adjusted by the National Geodetic Survey in September 1997..
 EE1525
 EE1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1525
 EE1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1525
 EE1525.The geoid height was determined by GEOID03.
 EE1525
 EE1525;                    North         East     Units Scale Factor Converg.
 EE1525;SPC GA W     -   542,531.001   708,101.808   MT  0.99990081   +0 03 02.5
 EE1525;SPC GA W     - 1,779,953.79  2,323,164.02   sFT  0.99990081   +0 03 02.5
 EE1525;UTM  16      - 3,865,046.932   767,022.930   MT  1.00047887   +1 40 20.9
 EE1525;UTM  17      - 3,865,474.590   218,712.163   MT  1.00057530   -1 45 42.9
 EE1525
 EE1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1525!SPC GA W     -   0.99991097  x   0.99990081  =   0.99981179
 EE1525!UTM  16      -   0.99991097  x   1.00047887  =   1.00038980
 EE1525!UTM  17      -   0.99991097  x   1.00057530  =   1.00048622
 EE1525
 EE1525:                Primary Azimuth Mark                     Grid Az
 EE1525:SPC GA W     -  BV 144 201 AZ MK                         002 29 44.1
 EE1525:UTM  16      -  BV 144 201 AZ MK                         000 52 25.7
 EE1525:UTM  17      -  BV 144 201 AZ MK                         004 18 29.5
 EE1525
 EE1525|---------------------------------------------------------------------|
 EE1525| PID    Reference Object                     Distance      Geod. Az  |
 EE1525|                                                           dddmmss.s |
 EE1525| CZ4681 BV 144 201 AZ MK                                   0023246.6 |
 EE1525| EE1529 LANCE ROCKY TOP LOT                 APPROX.12.0 KM 0341944.0 |
 EE1525|---------------------------------------------------------------------|
 EE1525
 EE1525                          SUPERSEDED SURVEY CONTROL
 EE1525
 EE1525  NAD 83(1986)-  34 53 33.91965(N)    084 04 40.89073(W) AD(       ) 2
 EE1525  NAD 27      -  34 53 33.61747(N)    084 04 41.21874(W) AD(       ) 2
 EE1525  NGVD 29 (07/19/86)  596.0    (m)         1955.     (f) VERT ANG       
 EE1525
 EE1525.Superseded values are not recommended for survey control.
 EE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1525.See file dsdata.txt to determine how the superseded data were derived.
 EE1525
 EE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6702365047(NAD 83)
 EE1525_MARKER: DD = SURVEY DISK
 EE1525_SETTING: 0 = UNSPECIFIED SETTING
 EE1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1525+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 EE1525
 EE1525  HISTORY     - Date     Condition        Report By
 EE1525  HISTORY     - 1972     MONUMENTED       GADT
 EE1525  HISTORY     - 20030114 GOOD             STRSMA
 EE1525
 EE1525                          STATION DESCRIPTION
 EE1525
 EE1525'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1525'THE STATION IS LOCATED 7.0 MILES SOUTH OF THE INTERSECTION OF
 EE1525'GEORGIA 325 AND GA. 11.  2.6 MILES NORTHEAST OF THE INTERSECTION
 EE1525'OF GA. 2 AND GA. 325 ON THE PROPERTY OF MR. BOB COLWELL.
 EE1525'
 EE1525'TO REACH FROM THE INTERSECTION OF GA. 60 AND U.S. 76 IN MORGANTON,
 EE1525'GEORGIA PROCEED EAST ON U.S. 76 10.80 MILES TO THE INTERSECTION
 EE1525'OF GA. 325.  PROCEED NORTH ON GA. 325 3.05 MILES TO THE STATION
 EE1525'ON THE LEFT.
 EE1525'
 EE1525'THE STATION IS A STANDARD BRASS CAP SET IN CONCRETE FLUSH WITH
 EE1525'THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.68 METERS BELOW
 EE1525'THE STATION.  THE STATION IS LOCATED 17.2 FEET NORTH OF THE
 EE1525'CENTERLINE OF THE DRIVEWAY.  3.6 FEET SOUTH OF A WOOD
 EE1525'FENCE.  385.0 FEET WEST OF THE CENTERLINE OF GA. 325.
 EE1525'
 EE1525'THE AZIMUTH MARK IS LOCATED 0.65 MILES NORTH OF THE STATION,
 EE1525'AT THE BETHLEHEM BAPTIST CHURCH.  24.0 FEET WEST OF THE CENTERLINE
 EE1525'OF GA. 325.  33.0 FEET NORTH OF A POWER POLE.  114.0 FEET EAST
 EE1525'OF A POWER POLE.
 EE1525
 EE1525                          STATION RECOVERY (2003)
 EE1525
 EE1525'RECOVERY NOTE BY STREET SMARTS 2003 (DLC)
 EE1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1528 ***********************************************************************
 EE1528  DESIGNATION -  BV 144 202
 EE1528  PID         -  EE1528
 EE1528  STATE/COUNTY-  GA/UNION
 EE1528  USGS QUAD   -  NOTTELY DAM (1988)
 EE1528
 EE1528                         *CURRENT SURVEY CONTROL
 EE1528  ___________________________________________________________________
 EE1528* NAD 83(1994)-  34 53 21.32336(N)    084 02 00.04504(W)     ADJUSTED  
 EE1528* NAVD 88     -       598.     (meters)    1962.     (feet)  VERTCON   
 EE1528  ___________________________________________________________________
 EE1528  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 EE1528  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE1528
 EE1528  HORZ ORDER  -  SECOND
 EE1528
 EE1528.The horizontal coordinates were established by classical geodetic methods
 EE1528.and adjusted by the National Geodetic Survey in September 1997..
 EE1528
 EE1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1528
 EE1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1528
 EE1528.The geoid height was determined by GEOID03.
 EE1528
 EE1528;                    North         East     Units Scale Factor Converg.
 EE1528;SPC GA W     -   542,147.557   712,185.774   MT  0.99990183   +0 04 34.5
 EE1528;SPC GA W     - 1,778,695.78  2,336,562.83   sFT  0.99990183   +0 04 34.5
 EE1528;UTM  16      - 3,864,779.063   771,118.531   MT  1.00050605   +1 41 52.6
 EE1528;UTM  17      - 3,864,961.828   222,784.644   MT  1.00054726   -1 44 10.2
 EE1528
 EE1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1528!SPC GA W     -   0.99991065  x   0.99990183  =   0.99981249
 EE1528!UTM  16      -   0.99991065  x   1.00050605  =   1.00041666
 EE1528!UTM  17      -   0.99991065  x   1.00054726  =   1.00045786
 EE1528
 EE1528:                Primary Azimuth Mark                     Grid Az
 EE1528:SPC GA W     -  LANCE ROCKY TOP LOT                      014 33 36.3
 EE1528:UTM  16      -  LANCE ROCKY TOP LOT                      012 56 18.2
 EE1528:UTM  17      -  LANCE ROCKY TOP LOT                      016 22 21.0
 EE1528
 EE1528|---------------------------------------------------------------------|
 EE1528| PID    Reference Object                     Distance      Geod. Az  |
 EE1528|                                                           dddmmss.s |
 EE1528| EE1529 LANCE ROCKY TOP LOT                 APPROX.10.6 KM 0143810.8 |
 EE1528| CZ4682 BV 144 202 AZ MK                                   1445350.8 |
 EE1528|---------------------------------------------------------------------|
 EE1528
 EE1528                          SUPERSEDED SURVEY CONTROL
 EE1528
 EE1528  NAD 83(1986)-  34 53 21.32875(N)    084 02 00.05034(W) AD(       ) 2
 EE1528  NAD 27      -  34 53 21.02551(N)    084 02 00.38494(W) AD(       ) 2
 EE1528  NGVD 29 (07/19/86)  598.     (m)         1962.     (f) VERT ANG       
 EE1528
 EE1528.Superseded values are not recommended for survey control.
 EE1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1528.See file dsdata.txt to determine how the superseded data were derived.
 EE1528
 EE1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7111964779(NAD 83)
 EE1528_MARKER: DD = SURVEY DISK
 EE1528_SETTING: 0 = UNSPECIFIED SETTING
 EE1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1528+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 EE1528
 EE1528  HISTORY     - Date     Condition        Report By
 EE1528  HISTORY     - 1972     MONUMENTED       GADT
 EE1528  HISTORY     - 1975     GOOD             USGS
 EE1528  HISTORY     - 20030114 GOOD             STRSMA
 EE1528
 EE1528                          STATION DESCRIPTION
 EE1528
 EE1528'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1528'THE STATION IS LOCATED 4.2 MILES NORTHWEST OF THE INTERSECTION
 EE1528'OF GA. 11 AND U.S. 76.  4.3 MILES NORTHEAST OF THE INTERSECTION
 EE1528'OF GA. 325 AND U.S. 76.
 EE1528'
 EE1528'TO REACH FROM THE INTERSECTION OF U.S. 76 AND GA. 60 IN MORGANTON,
 EE1528'GEORGIA, APPROXIMATELY 4.5 MILES EAST OF BLUE RIDGE, PROCEED
 EE1528'EAST ON U.S. 76 FOR 10.80 MILES TO THE INTERSECTION OF PAVED
 EE1528'COUNTY ROAD 1.  PROCEED SOUTHWEST ON COUNTY ROAD 1 FOR 2.90 MILES
 EE1528'TO THE STATION ON THE RIGHT AT PROVIDENCE METHODIST CHURCH.
 EE1528'
 EE1528'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 EE1528'WITH THE GROUND.  A SUB-SURFACE MARK HAS BEEN SET 0.68 METERS
 EE1528'BELOW THE STATION.  THE STATION IS LOCATED 46.8 FEET NORTHEAST
 EE1528'OF THE CENTERLINE OF COUNTY PAVED ROAD 1.  20.2 FEET SOUTHEAST
 EE1528'OF POWER POLE.  48.3 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 EE1528'CHURCH.
 EE1528'
 EE1528'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTHWEST OF THE
 EE1528'STATION.  76.9 FEET SOUTHWEST OF A 6-INCH LOCUST TREE.  72.5 FEET
 EE1528'SOUTHEAST OF AN 8-INCH SWEET GUM TREE.  7.8 FEET NORTHWEST OF THE
 EE1528'CENTERLINE OF GRAVEL DRIVE.
 EE1528
 EE1528                          STATION RECOVERY (1975)
 EE1528
 EE1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (CRH)
 EE1528'TO REACH FROM INT. OF U.S. 76 AND GA 60 IN MORGANTON, GA, PROCEED
 EE1528'E. 9.7 MI. ON U.S. 76, THENCE N.E. 4.0 MI ON GA 325, THENCE SE
 EE1528'2.9 MI TO PROVIDENCE CH AND STA.
 EE1528'
 EE1528'TO REACH AZ. MK. FROM STA. CONT SE 0.4 MI TO GRAVEL DR., THENCE
 EE1528'0.2 MI S. ON DRIVE TO AZ MK.
 EE1528
 EE1528                          STATION RECOVERY (2003)
 EE1528
 EE1528'RECOVERY NOTE BY STREET SMARTS 2003 (DLC)
 EE1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1915 ***********************************************************************
 ED1915  DESIGNATION -  BV 144 203
 ED1915  PID         -  ED1915
 ED1915  STATE/COUNTY-  GA/UNION
 ED1915  USGS QUAD   -  COOSA BALD (1988)
 ED1915
 ED1915                         *CURRENT SURVEY CONTROL
 ED1915  ___________________________________________________________________
 ED1915* NAD 83(1994)-  34 51 16.26559(N)    083 59 12.26034(W)     ADJUSTED  
 ED1915* NAVD 88     -       580.8    (meters)    1906.     (feet)  VERTCON   
 ED1915  ___________________________________________________________________
 ED1915  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 ED1915  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 ED1915
 ED1915  HORZ ORDER  -  SECOND
 ED1915
 ED1915.The horizontal coordinates were established by classical geodetic methods
 ED1915.and adjusted by the National Geodetic Survey in September 1997..
 ED1915
 ED1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1915
 ED1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1915
 ED1915.The geoid height was determined by GEOID03.
 ED1915
 ED1915;                    North         East     Units Scale Factor Converg.
 ED1915;SPC GA W     -   538,300.795   716,452.651   MT  0.99990334   +0 06 10.2
 ED1915;SPC GA W     - 1,766,075.19  2,350,561.74   sFT  0.99990334   +0 06 10.2
 ED1915;UTM  17      - 3,860,979.589   226,930.393   MT  1.00051914   -1 42 28.7
 ED1915;UTM  16      - 3,861,052.239   775,495.223   MT  1.00053555   +1 43 23.3
 ED1915
 ED1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1915!SPC GA W     -   0.99991335  x   0.99990334  =   0.99981670
 ED1915!UTM  17      -   0.99991335  x   1.00051914  =   1.00043244
 ED1915!UTM  16      -   0.99991335  x   1.00053555  =   1.00044885
 ED1915
 ED1915:                Primary Azimuth Mark                     Grid Az
 ED1915:SPC GA W     -  BV 144 203 AZ MK                         066 43 42.6
 ED1915:UTM  17      -  BV 144 203 AZ MK                         068 32 21.5
 ED1915:UTM  16      -  BV 144 203 AZ MK                         065 06 29.5
 ED1915
 ED1915|---------------------------------------------------------------------|
 ED1915| PID    Reference Object                     Distance      Geod. Az  |
 ED1915|                                                           dddmmss.s |
 ED1915| CZ4683 BV 144 203 AZ MK                                   0664952.8 |
 ED1915| EE1529 LANCE ROCKY TOP LOT                 APPROX.14.2 KM 3534103.7 |
 ED1915|---------------------------------------------------------------------|
 ED1915
 ED1915                          SUPERSEDED SURVEY CONTROL
 ED1915
 ED1915  NAD 83(1986)-  34 51 16.27180(N)    083 59 12.26782(W) AD(       ) 2
 ED1915  NAD 27      -  34 51 15.96832(N)    083 59 12.59735(W) AD(       ) 2
 ED1915  NGVD 29 (07/19/86)  580.8    (m)         1906.     (f) VERT ANG       
 ED1915
 ED1915.Superseded values are not recommended for survey control.
 ED1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1915.See file dsdata.txt to determine how the superseded data were derived.
 ED1915
 ED1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU2693060980(NAD 83)
 ED1915_MARKER: DD = SURVEY DISK
 ED1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1915+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 ED1915
 ED1915  HISTORY     - Date     Condition        Report By
 ED1915  HISTORY     - 1972     MONUMENTED       GADT
 ED1915  HISTORY     - 1975     SEE DESCRIPTION  GADT
 ED1915  HISTORY     - 20030114 GOOD             STRSMA
 ED1915
 ED1915                          STATION DESCRIPTION
 ED1915
 ED1915'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 ED1915'THE STATION IS LOCATED 2.0 MILES SOUTHWEST OF THE INTERSECTION
 ED1915'OF GA. 2 AND GA. 11.  6.4 MILES EAST OF THE INTERSECTION OF GA. 2
 ED1915'AND GA. 325.
 ED1915'
 ED1915'TO REACH FROM THE COURTHOUSE IN BLAIRSVILLE, GEORGIA, PROCEED
 ED1915'SOUTHWEST ON GA. 76 FOR 2.3 MILES TO THE STATION ON THE RIGHT.
 ED1915'
 ED1915'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE FLUSH
 ED1915'WITH THE GROUND.  THE STATION IS LOCATED 12.6 FEET WEST OF A
 ED1915'POWER POLE.  89.5 FEET NORTH OF THE CENTERLINE OF U.S. 76.  6.9
 ED1915'FEET SOUTH OF A FENCE.
 ED1915'
 ED1915'THE AZIMUTH MARK IS LOCATED 0.30 MILE EAST OF THE STATION ON
 ED1915'THE SOUTHSIDE OF U.S. 76.
 ED1915
 ED1915                          STATION RECOVERY (1975)
 ED1915
 ED1915'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1915'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD
 ED1915'CONDITION.  THERE HAS BEEN CONSTRUCTION IN THE AREA, DESTROYING ALL
 ED1915'REFERENCE DISTANCES.  THE ORIGINAL OBSERVED DIRECTION TO THE
 ED1915'AZIMUTH MARK WAS CHECKED AND VERIFIED.  A COMPLETE DESCRIPTION
 ED1915'FOLLOWS--
 ED1915'
 ED1915'THE STATION IS LOCATED 2-1/4 MILES SOUTHWEST OF BLAIRSVILLE,
 ED1915'8-1/2 MILES SOUTH-SOUTHEAST OF IVY LOG, AND 11-1/2 MILES NORTH
 ED1915'OF SUCHES.
 ED1915'
 ED1915'TO REACH THE STATION FROM THE COURTHOUSE IN BLAIRSVILLE, GO
 ED1915'SOUTHWEST ALONG U.S. HIGHWAYS 19, 76, AND 129 AND STATE ROUTES
 ED1915'2 AND 11 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAYS 19
 ED1915'AND 129 (STATE ROUTE 11) TO THE RIGHT.  CONTINUE SOUTHWEST ALONG
 ED1915'U.S. HIGHWAY 76 (STATE ROUTE 2) FOR 1.2 MILES TO A BRIDGE OVER
 ED1915'NOTTELY RIVER.  CONTINUE SOUTHWEST FOR 0.75 MILE TO THE AZIMUTH
 ED1915'MARK ON THE LEFT.  CONTINUE SOUTHWEST ALONG U.S. HIGHWAY 76 FOR
 ED1915'0.25 MILE TO THE STATION ON THE RIGHT.
 ED1915'
 ED1915'THE STATION IS LOCATED 87 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ED1915'OF THE HIGHWAY 156 FEET SOUTHEAST OF THE EAST CORNER OF A BRICK
 ED1915'HOUSE, 4.0 FEET NORTHWEST OF A WITNESS POST, 52.0 FEET SOUTHWEST
 ED1915'OF A FENCE CORNER, 64 FEET WEST OF A POWER POLE, AND 185 FEET
 ED1915'NORTHEAST OF ANOTHER POWER POLE.  IT IS A STANDARD DISK STAMPED
 ED1915'144-203, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1915'FLUSH WITH THE SURFACE OF THE GROUND.
 ED1915'
 ED1915'THE AZIMUTH MARK IS LOCATED 23 FEET SOUTHEAST OF THE CENTERLINE
 ED1915'OF THE HIGHWAY, 2.5 FEET SOUTHWEST OF A WITNESS POST, 50 FEET
 ED1915'WEST OF THE WEST CORNER OF THE E.E. SUMMERFORD RESIDENCE, 60.5
 ED1915'FEET SOUTHWEST OF AN 8 INCH MAPLE TREE IN FRONT OF THE HOUSE, AND
 ED1915'60.0 FEET SOUTHEAST OF A SECURITY LIGHT ON THE NORTHEAST SIDE
 ED1915'OF THE HIGHWAY IN FRONT OF THE THOMAS USED CAR LOT.  IT IS A
 ED1915'STANDARD DISK STAMPED 144-203 AZI, SET IN THE TOP OF A 10 INCH
 ED1915'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1915'GROUND.
 ED1915'
 ED1915'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ED1915'
 ED1915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1915'2-1/4 MILES SOUTHWEST OF BLAIRSVILLE.
 ED1915
 ED1915                          STATION RECOVERY (2003)
 ED1915
 ED1915'RECOVERY NOTE BY STREET SMARTS 2003 (DLC)
 ED1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1546 ***********************************************************************
 EE1546  DESIGNATION -  BV 144 204
 EE1546  PID         -  EE1546
 EE1546  STATE/COUNTY-  GA/UNION
 EE1546  USGS QUAD   -  SUCHES (1988)
 EE1546
 EE1546                         *CURRENT SURVEY CONTROL
 EE1546  ___________________________________________________________________
 EE1546* NAD 83(1994)-  34 40 29.58942(N)    084 00 21.07781(W)     ADJUSTED  
 EE1546* NAVD 88     -      1140.     (meters)    3740.     (feet)  VERTCON   
 EE1546  ___________________________________________________________________
 EE1546  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EE1546  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EE1546
 EE1546  HORZ ORDER  -  SECOND
 EE1546
 EE1546.The horizontal coordinates were established by classical geodetic methods
 EE1546.and adjusted by the National Geodetic Survey in September 1998..
 EE1546
 EE1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1546
 EE1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1546
 EE1546.The geoid height was determined by GEOID03.
 EE1546
 EE1546;                    North         East     Units Scale Factor Converg.
 EE1546;SPC GA W     -   518,372.055   714,736.568   MT  0.99990268   +0 05 29.4
 EE1546;SPC GA W     - 1,700,692.32  2,344,931.56   sFT  0.99990268   +0 05 29.4
 EE1546;SPC NC       -   114,162.771   151,055.540   MT  0.99992293   -2 53 21.2
 EE1546;SPC NC       -   374,549.02    495,588.05   sFT  0.99992293   -2 53 21.2
 EE1546;UTM  16      - 3,841,070.462   774,341.334   MT  1.00052776   +1 42 16.2
 EE1546;UTM  17      - 3,841,102.463   224,585.387   MT  1.00053504   -1 42 40.2
 EE1546
 EE1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1546!SPC GA W     -   0.99982559  x   0.99990268  =   0.99972828
 EE1546!SPC NC       -   0.99982559  x   0.99992293  =   0.99974853
 EE1546!UTM  16      -   0.99982559  x   1.00052776  =   1.00035325
 EE1546!UTM  17      -   0.99982559  x   1.00053504  =   1.00036053
 EE1546
 EE1546:                Primary Azimuth Mark                     Grid Az
 EE1546:SPC GA W     -  BV 144 204 AZ MK                         119 14 01.7
 EE1546:SPC NC       -  BV 144 204 AZ MK                         122 12 52.3
 EE1546:UTM  16      -  BV 144 204 AZ MK                         117 37 14.9
 EE1546:UTM  17      -  BV 144 204 AZ MK                         121 02 11.3
 EE1546
 EE1546|---------------------------------------------------------------------|
 EE1546| PID    Reference Object                     Distance      Geod. Az  |
 EE1546|                                                           dddmmss.s |
 EE1546| CZ4684 BV 144 204 AZ MK                                   1191931.1 |
 EE1546| EE1547 BV 144 204 GADT 1975 RM1             12.296 METERS 29718     |
 EE1546|---------------------------------------------------------------------|
 EE1546
 EE1546                          SUPERSEDED SURVEY CONTROL
 EE1546
 EE1546  NAD 83(1994)-  34 40 29.59205(N)    084 00 21.09635(W) AD(       ) 2
 EE1546  NAD 83(1986)-  34 40 29.59836(N)    084 00 21.07532(W) AD(       ) 2
 EE1546  NAD 27      -  34 40 29.27936(N)    084 00 21.39806(W) AD(       ) 2
 EE1546  NGVD 29 (07/19/86) 1140.     (m)         3740.     (f) VERT ANG       
 EE1546
 EE1546.Superseded values are not recommended for survey control.
 EE1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1546.See file dsdata.txt to determine how the superseded data were derived.
 EE1546
 EE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7434141070(NAD 83)
 EE1546_MARKER: DD = SURVEY DISK
 EE1546_SETTING: 66 = SET IN ROCK OUTCROP
 EE1546_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EE1546
 EE1546  HISTORY     - Date     Condition        Report By
 EE1546  HISTORY     - 1975     MONUMENTED       GADT
 EE1546
 EE1546                          STATION DESCRIPTION
 EE1546
 EE1546'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1546'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHWEST OF
 EE1546'SUCHES, 14-1/4 MILES SOUTH-SOUTHWEST OF BLAIRSVILLE, AND 9-3/4
 EE1546'MILES NORTH-NORTHWEST OF DAHLONEGA IN THE CHATTAHOOCHEE NATIONAL
 EE1546'FOREST ON U.S. GOVERNMENT PROPERTY.
 EE1546'
 EE1546'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 EE1546'(STATE ROUTE 11) AND U.S. HIGHWAY 19 (STATE ROUTE 9), LOCATED 10
 EE1546'MILES NORTHEAST OF DAHLONEGA, GO SOUTHWEST ALONG U.S. HIGHWAY 19
 EE1546'(STATE ROUTE 9) FOR 5.5 MILES TO THE JUNCTION OF STATE ROUTE 60
 EE1546'TO THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG STATE ROUTE
 EE1546'60 FOR 1.8 MILES TO A ROCK QUARRY ON THE RIGHT.  CONTINUE ALONG
 EE1546'STATE ROUTE 60 FOR 1.85 MILES TO THE AZIMUTH MARK ON THE
 EE1546'LEFT.  CONTINUE WEST ALONG STATE ROUTE 60 FOR 1.95 MILES TO
 EE1546'THE JUNCTION OF A FORESTRY SERVICE ROAD FORKING TO THE LEFT.
 EE1546'TURN LEFT, GOING SOUTHWESTERLY ALONG THE FORESTRY SERVICE
 EE1546'ROAD FOR 0.9 MILE TO THE TOP OF BLACK MOUNTAIN, THE BLACK
 EE1546'MOUNTAIN FIRE TOWER AND THE STATION.
 EE1546'
 EE1546'THE STATION IS LOCATED 13.7 FEET NORTHEAST OF A WITNESS POST,
 EE1546'27.3 FEET NORTHEAST OF THE NORTHWEST LEG OF THE FIRE TOWER, 24.9
 EE1546'FEET NORTHWEST OF THE NORTHEAST LEG OF THE FIRE TOWER, AND 26.7
 EE1546'FEET WEST OF A TELEPHONE POLE.  IT IS A STANDARD BRASS DISK STAMPED
 EE1546'144-204, SET IN A ONE INCH DRILL HOLE IN BEDROCK, 12 INCHES
 EE1546'BELOW THE SURFACE OF THE GROUND.
 EE1546'
 EE1546'RM 1 IS LOCATED 53 FEET EAST OF THE CENTERLINE OF THE FOREST
 EE1546'SERVICE ROAD, 58.0 FEET NORTHWEST OF THE NORTHEAST LEG OF THE
 EE1546'FIRE TOWER, AND 47.0 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 EE1546'FIRE TOWER.  IT IS A STANDARD DISK STAMPED 144-204 RM 1, SET IN
 EE1546'A 1 INCH DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 EE1546'GROUND.
 EE1546'
 EE1546'THE AZIMUTH MARK IS LOCATED 15 FEET SOUTHWEST OF THE CENTERLINE
 EE1546'OF STATE ROUTE 60, 71.0 FEET SOUTHEAST OF A POWER POLE, 97 FEET
 EE1546'WEST OF A POWER POLE, 32.0 FEET SOUTH OF THE INSIDE CORNER OF AN
 EE1546'L SHAPED DRAIN INLET ON THE NORTH SIDE OF THE HIGHWAY, AND 3.5
 EE1546'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 EE1546'144-204 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 EE1546'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1547 ***********************************************************************
 EE1547  DESIGNATION -  BV 144 204 GADT 1975 RM1
 EE1547  PID         -  EE1547
 EE1547  STATE/COUNTY-  GA/UNION
 EE1547  USGS QUAD   -  SUCHES (1988)
 EE1547
 EE1547                         *CURRENT SURVEY CONTROL
 EE1547  ___________________________________________________________________
 EE1547* NAD 83(1994)-  34 40 29.77245(N)    084 00 21.50699(W)     ADJUSTED  
 EE1547* NAVD 88     -      1138.     (meters)    3734.     (feet)  VERTCON   
 EE1547  ___________________________________________________________________
 EE1547  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EE1547  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EE1547
 EE1547  HORZ ORDER  -  SECOND
 EE1547
 EE1547.The horizontal coordinates were established by classical geodetic methods
 EE1547.and adjusted by the National Geodetic Survey in September 1998..
 EE1547
 EE1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1547
 EE1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1547
 EE1547.The geoid height was determined by GEOID03.
 EE1547
 EE1547;                    North         East     Units Scale Factor Converg.
 EE1547;SPC GA W     -   518,377.677   714,725.634   MT  0.99990267   +0 05 29.1
 EE1547;SPC GA W     - 1,700,710.76  2,344,895.68   sFT  0.99990267   +0 05 29.1
 EE1547;SPC NC       -   114,168.954   151,044.913   MT  0.99992292   -2 53 21.5
 EE1547;SPC NC       -   374,569.31    495,553.19   sFT  0.99992292   -2 53 21.5
 EE1547;UTM  16      - 3,841,075.777   774,330.239   MT  1.00052769   +1 42 15.9
 EE1547;UTM  17      - 3,841,108.430   224,574.628   MT  1.00053511   -1 42 40.4
 EE1547
 EE1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1547!SPC GA W     -   0.99982590  x   0.99990267  =   0.99972859
 EE1547!SPC NC       -   0.99982590  x   0.99992292  =   0.99974883
 EE1547!UTM  16      -   0.99982590  x   1.00052769  =   1.00035350
 EE1547!UTM  17      -   0.99982590  x   1.00053511  =   1.00036092
 EE1547
 EE1547|---------------------------------------------------------------------|
 EE1547| PID    Reference Object                     Distance      Geod. Az  |
 EE1547|                                                           dddmmss.s |
 EE1547| EE1546 BV 144 204                           12.296 METERS 11718     |
 EE1547| AB6439 HAWK RESET                          APPROX.12.4 KM 2630309.1 |
 EE1547|---------------------------------------------------------------------|
 EE1547
 EE1547                          SUPERSEDED SURVEY CONTROL
 EE1547
 EE1547  NAD 83(1994)-  34 40 29.77507(N)    084 00 21.52549(W) AD(       ) 2
 EE1547  NAD 83(1986)-  34 40 29.78139(N)    084 00 21.50449(W) AD(       ) 2
 EE1547  NAD 27      -  34 40 29.46240(N)    084 00 21.82723(W) AD(       ) 2
 EE1547  NGVD 29 (07/19/86) 1138.     (m)         3734.     (f) VERT ANG       
 EE1547
 EE1547.Superseded values are not recommended for survey control.
 EE1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1547.See file dsdata.txt to determine how the superseded data were derived.
 EE1547
 EE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7433041076(NAD 83)
 EE1547_MARKER: DD = SURVEY DISK
 EE1547_SETTING: 66 = SET IN ROCK OUTCROP
 EE1547_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 EE1547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1547+STABILITY: POSITION/ELEVATION WELL
 EE1547
 EE1547  HISTORY     - Date     Condition        Report By
 EE1547  HISTORY     - 1975     MONUMENTED       GADT
 EE1547
 EE1547                          STATION DESCRIPTION
 EE1547
 EE1547'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1547'THE MARK IS A STANDARD DISK, STAMPED 144-204 RM 1, AND IS SET IN
 EE1547'A 1 INCH DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 EE1547'GROUND.  IT IS LOCATED 53 FEET EAST OF THE CENTERLINE OF THE
 EE1547'FOREST SERVICE ROAD, 58.0 FEET NORTHWEST OF THE NORTHWEST LEG OF
 EE1547'THE FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1927 ***********************************************************************
 ED1927  DESIGNATION -  BV 144 205
 ED1927  PID         -  ED1927
 ED1927  STATE/COUNTY-  GA/UNION
 ED1927  USGS QUAD   -  BLAIRSVILLE (1988)
 ED1927
 ED1927                         *CURRENT SURVEY CONTROL
 ED1927  ___________________________________________________________________
 ED1927* NAD 83(1994)-  34 53 21.64416(N)    083 56 22.31846(W)     ADJUSTED  
 ED1927* NAVD 88     -       577.     (meters)    1893.     (feet)  VERTCON   
 ED1927  ___________________________________________________________________
 ED1927  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 ED1927  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 ED1927
 ED1927  HORZ ORDER  -  SECOND
 ED1927
 ED1927.The horizontal coordinates were established by classical geodetic methods
 ED1927.and adjusted by the National Geodetic Survey in September 1997..
 ED1927
 ED1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1927
 ED1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1927
 ED1927.The geoid height was determined by GEOID03.
 ED1927
 ED1927;                    North         East     Units Scale Factor Converg.
 ED1927;SPC GA W     -   542,172.870   720,760.442   MT  0.99990531   +0 07 47.7
 ED1927;SPC GA W     - 1,778,778.82  2,364,694.88   sFT  0.99990531   +0 07 47.7
 ED1927;SPC NC       -   137,618.201   158,308.941   MT  0.99989247   -2 51 03.4
 ED1927;SPC NC       -   451,502.38    519,385.25   sFT  0.99989247   -2 51 03.4
 ED1927;UTM  17      - 3,864,715.790   231,361.094   MT  1.00048955   -1 40 56.6
 ED1927;UTM  16      - 3,865,047.205   779,694.463   MT  1.00056428   +1 45 06.1
 ED1927
 ED1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1927!SPC GA W     -   0.99991393  x   0.99990531  =   0.99981925
 ED1927!SPC NC       -   0.99991393  x   0.99989247  =   0.99980641
 ED1927!UTM  17      -   0.99991393  x   1.00048955  =   1.00040344
 ED1927!UTM  16      -   0.99991393  x   1.00056428  =   1.00047817
 ED1927
 ED1927:                Primary Azimuth Mark                     Grid Az
 ED1927:SPC GA W     -  BV 144 205 AZ MK                         213 14 24.0
 ED1927:SPC NC       -  BV 144 205 AZ MK                         216 13 15.1
 ED1927:UTM  17      -  BV 144 205 AZ MK                         215 03 08.3
 ED1927:UTM  16      -  BV 144 205 AZ MK                         211 37 05.6
 ED1927
 ED1927|---------------------------------------------------------------------|
 ED1927| PID    Reference Object                     Distance      Geod. Az  |
 ED1927|                                                           dddmmss.s |
 ED1927| CZ4685 BV 144 205 AZ MK                                   2132211.7 |
 ED1927| ED1928 BV 144 205 GADT 1975 PTA             15.780 METERS 33928     |
 ED1927|---------------------------------------------------------------------|
 ED1927
 ED1927                          SUPERSEDED SURVEY CONTROL
 ED1927
 ED1927  NAD 83(1986)-  34 53 21.65269(N)    083 56 22.31932(W) AD(       ) 2
 ED1927  NAD 27      -  34 53 21.34726(N)    083 56 22.64741(W) AD(       ) 2
 ED1927  NGVD 29 (07/19/86)  577.     (m)         1893.     (f) VERT ANG       
 ED1927
 ED1927.Superseded values are not recommended for survey control.
 ED1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1927.See file dsdata.txt to determine how the superseded data were derived.
 ED1927
 ED1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3136164716(NAD 83)
 ED1927_MARKER: DD = SURVEY DISK
 ED1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1927
 ED1927  HISTORY     - Date     Condition        Report By
 ED1927  HISTORY     - 1975     MONUMENTED       GADT
 ED1927
 ED1927                          STATION DESCRIPTION
 ED1927
 ED1927'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1927'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF
 ED1927'BLAIRSVILLE AND 6 MILES SOUTHWEST OF YOUNG HARRIS ON STATE RIGHT
 ED1927'OF WAY.
 ED1927'
 ED1927'TO REACH THE STATION FROM THE COURTHOUSE IN BLAIRSVILLE, TRAVEL
 ED1927'NORTHEASTERLY ALONG U.S. HIGHWAY 76 (STATE ROUTE 2) FOR 1.05 MILES
 ED1927'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG U.S. HIGHWAY 76
 ED1927'FOR 0.55 MILE TO THE STATION ON THE LEFT.
 ED1927'
 ED1927'THE STATION IS LOCATED 46 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1927'OF THE HIGHWAY, 3.0 FEET EAST OF A WITNESS POST, AND 83 FEET
 ED1927'SOUTHEAST OF A SECURITY LIGHT.  IT IS A STANDARD BRASS DISK
 ED1927'STAMPED 144-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1927'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND
 ED1927'STATION IS A STANDARD DISK STAMPED 144-205, SET IN AN IRREGULAR
 ED1927'MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE SURFACE OF
 ED1927'THE GROUND.
 ED1927'
 ED1927'THE AZIMUTH MARK IS LOCATED 20 FEET NORTHWEST OF THE CENTERLINE
 ED1927'OF THE HIGHWAY, 3 FEET SOUTHEAST OF A WITNESS POST, 40.0 FEET
 ED1927'SOUTHEAST OF A FENCELINE, AND 171.0 FEET EAST OF A TELEPHONE
 ED1927'POLE.  IT IS A STANDARD DISK STAMPED 144-205 AZMK, SET IN THE
 ED1927'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1927'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1918 ***********************************************************************
 ED1918  DESIGNATION -  BV 144 206
 ED1918  PID         -  ED1918
 ED1918  STATE/COUNTY-  GA/UNION
 ED1918  USGS QUAD   -  COOSA BALD (1988)
 ED1918
 ED1918                         *CURRENT SURVEY CONTROL
 ED1918  ___________________________________________________________________
 ED1918* NAD 83(1994)-  34 48 01.75054(N)    083 53 45.15386(W)     ADJUSTED  
 ED1918* NAVD 88     -       581.9    (meters)    1909.     (feet)  VERTCON   
 ED1918  ___________________________________________________________________
 ED1918  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 ED1918  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 ED1918
 ED1918  HORZ ORDER  -  SECOND
 ED1918
 ED1918.The horizontal coordinates were established by classical geodetic methods
 ED1918.and adjusted by the National Geodetic Survey in September 1997..
 ED1918
 ED1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1918
 ED1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1918
 ED1918.The geoid height was determined by GEOID03.
 ED1918
 ED1918;                    North         East     Units Scale Factor Converg.
 ED1918;SPC GA W     -   532,325.881   724,777.384   MT  0.99990756   +0 09 16.4
 ED1918;SPC GA W     - 1,746,472.49  2,377,873.80   sFT  0.99990756   +0 09 16.4
 ED1918;SPC NC       -   127,575.748   161,808.397   MT  0.99990341   -2 49 32.7
 ED1918;SPC NC       -   418,554.77    530,866.38   sFT  0.99990341   -2 49 32.7
 ED1918;UTM  17      - 3,854,741.128   235,067.078   MT  1.00046519   -1 39 13.3
 ED1918
 ED1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1918!SPC GA W     -   0.99991316  x   0.99990756  =   0.99982073
 ED1918!SPC NC       -   0.99991316  x   0.99990341  =   0.99981658
 ED1918!UTM  17      -   0.99991316  x   1.00046519  =   1.00037831
 ED1918
 ED1918:                Primary Azimuth Mark                     Grid Az
 ED1918:SPC GA W     -  BV 144 206 AZ MK                         324 05 56.7
 ED1918:SPC NC       -  BV 144 206 AZ MK                         327 04 45.8
 ED1918:UTM  17      -  BV 144 206 AZ MK                         325 54 26.4
 ED1918
 ED1918|---------------------------------------------------------------------|
 ED1918| PID    Reference Object                     Distance      Geod. Az  |
 ED1918|                                                           dddmmss.s |
 ED1918| CZ4686 BV 144 206 AZ MK                                   3241513.1 |
 ED1918|---------------------------------------------------------------------|
 ED1918
 ED1918                          SUPERSEDED SURVEY CONTROL
 ED1918
 ED1918  NAD 83(1986)-  34 48 01.75906(N)    083 53 45.15479(W) AD(       ) 2
 ED1918  NAD 27      -  34 48 01.44491(N)    083 53 45.49284(W) AD(       ) 2
 ED1918  NGVD 29 (07/19/86)  581.9    (m)         1909.     (f) VERT ANG       
 ED1918
 ED1918.Superseded values are not recommended for survey control.
 ED1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1918.See file dsdata.txt to determine how the superseded data were derived.
 ED1918
 ED1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3506754741(NAD 83)
 ED1918_MARKER: DD = SURVEY DISK
 ED1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1918_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1918
 ED1918  HISTORY     - Date     Condition        Report By
 ED1918  HISTORY     - 1975     MONUMENTED       GADT
 ED1918
 ED1918                          STATION DESCRIPTION
 ED1918
 ED1918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1918'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHEAST OF
 ED1918'BLAIRSVILLE, 9-1/2 MILES SOUTH OF YOUNG HARRIS, AND 12-3/4 MILES
 ED1918'SOUTHWEST OF HIAWASSEE.
 ED1918'
 ED1918'TO REACH THE STATION FROM THE COURTHOUSE IN BLAIRSVILLE, TRAVEL
 ED1918'SOUTH ALONG U.S. HIGHWAYS 19 AND 129 (STATE ROUTES 9 AND 11) FOR
 ED1918'2.75 MILES TO THE JUNCTION OF COUNTY ROAD 92322 TO THE
 ED1918'LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAYS 19 AND 129 FOR 3.7 MILES
 ED1918'TO A BRIDGE OVER NOTTELY RIVER.  CONTINUE SOUTH FOR 0.2 MILE TO
 ED1918'THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.4 MILE TO THE
 ED1918'STATION ON THE LEFT.
 ED1918'
 ED1918'THE STATION IS A STANDARD BRASS DISK STAMPED 144-206, SET IN THE
 ED1918'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1918'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 ED1918'STAMPED 144-206, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1918'APPROXIMATELY 0.72 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 ED1918'LOCATED 21 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAYS 19 AND
 ED1918'129, 177 FEET SOUTH OF A TELEPHONE POLE, 146.0 FEET NORTH OF A
 ED1918'TELEPHONE POLE, 3 FEET WEST OF A WITNESS POST, AND 74.0 FEET
 ED1918'EAST OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY.
 ED1918'
 ED1918'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 144-206 AZMK, SET IN
 ED1918'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1918'SURFACE OF THE GROUND.  IT IS LOCATED 30 FEET EAST OF THE
 ED1918'CENTERLINE OF THE HIGHWAY, 23.6 FEET NORTH OF A TELEPHONE POLE,
 ED1918'88.0 FEET SOUTHEAST OF A FENCE CORNER ON THE WEST SIDE OF THE
 ED1918'HIGHWAY.  81.0 FEET EAST OF A POWER POLE ON THE WEST SIDE OF THE
 ED1918'HIGHWAY, AND 3.0 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1916 ***********************************************************************
 ED1916  DESIGNATION -  BV 144 207
 ED1916  PID         -  ED1916
 ED1916  STATE/COUNTY-  GA/UNION
 ED1916  USGS QUAD   -  COOSA BALD (1988)
 ED1916
 ED1916                         *CURRENT SURVEY CONTROL
 ED1916  ___________________________________________________________________
 ED1916* NAD 83(1994)-  34 50 07.44635(N)    083 53 00.07535(W)     ADJUSTED  
 ED1916* NAVD 88     -       611.     (meters)    2005.     (feet)  VERTCON   
 ED1916  ___________________________________________________________________
 ED1916  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 ED1916  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 ED1916
 ED1916  HORZ ORDER  -  SECOND
 ED1916
 ED1916.The horizontal coordinates were established by classical geodetic methods
 ED1916.and adjusted by the National Geodetic Survey in September 1997..
 ED1916
 ED1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1916
 ED1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1916
 ED1916.The geoid height was determined by GEOID03.
 ED1916
 ED1916;                    North         East     Units Scale Factor Converg.
 ED1916;SPC GA W     -   536,202.102   725,912.200   MT  0.99990827   +0 09 42.6
 ED1916;SPC GA W     - 1,759,189.73  2,381,596.94   sFT  0.99990827   +0 09 42.6
 ED1916;SPC NC       -   131,387.698   163,143.205   MT  0.99989883   -2 49 06.7
 ED1916;SPC NC       -   431,061.14    535,245.67   sFT  0.99989883   -2 49 06.7
 ED1916;UTM  17      - 3,858,581.716   236,324.389   MT  1.00045699   -1 38 52.7
 ED1916
 ED1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1916!SPC GA W     -   0.99990859  x   0.99990827  =   0.99981687
 ED1916!SPC NC       -   0.99990859  x   0.99989883  =   0.99980743
 ED1916!UTM  17      -   0.99990859  x   1.00045699  =   1.00036554
 ED1916
 ED1916:                Primary Azimuth Mark                     Grid Az
 ED1916:SPC GA W     -  BRASSTOWN BALD                           056 49 15.0
 ED1916:SPC NC       -  BRASSTOWN BALD                           059 48 04.3
 ED1916:UTM  17      -  BRASSTOWN BALD                           058 37 50.3
 ED1916
 ED1916|---------------------------------------------------------------------|
 ED1916| PID    Reference Object                     Distance      Geod. Az  |
 ED1916|                                                           dddmmss.s |
 ED1916| ED1912 BRASSTOWN BALD                      APPROX. 7.9 KM 0565857.6 |
 ED1916| CZ4687 BV 144 207 AZ MK                                   2885030.8 |
 ED1916|---------------------------------------------------------------------|
 ED1916
 ED1916                          SUPERSEDED SURVEY CONTROL
 ED1916
 ED1916  NAD 83(1986)-  34 50 07.45479(N)    083 53 00.07632(W) AD(       ) 2
 ED1916  NAD 27      -  34 50 07.14101(N)    083 53 00.41347(W) AD(       ) 2
 ED1916  NGVD 29 (07/19/86)  611.     (m)         2005.     (f) VERT ANG       
 ED1916
 ED1916.Superseded values are not recommended for survey control.
 ED1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1916.See file dsdata.txt to determine how the superseded data were derived.
 ED1916
 ED1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3632458582(NAD 83)
 ED1916_MARKER: DD = SURVEY DISK
 ED1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1916
 ED1916  HISTORY     - Date     Condition        Report By
 ED1916  HISTORY     - 1975     MONUMENTED       GADT
 ED1916
 ED1916                          STATION DESCRIPTION
 ED1916
 ED1916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1916'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHEAST OF
 ED1916'BLAIRSVILLE, 7 MILES SOUTH-SOUTHWEST OF YOUNG HARRIS, AND 10-1/2
 ED1916'MILES SOUTHWEST OF HIAWASSEE ON COUNTY RIGHT OF WAY.
 ED1916'
 ED1916'TO REACH THE STATION FROM THE COURTHOUSE IN BLAIRSVILLE, TRAVEL
 ED1916'SOUTHEAST ALONG U.S. HIGHWAYS 19 AND 129 (STATE ROUTE 11) FOR 2.8
 ED1916'MILES TO THE JUNCTION OF COUNTY ROAD 92322 TO THE LEFT AT THE OWL
 ED1916'TOWN GROCERY STORE.  TURN LEFT, TRAVELING EAST ON COUNTY ROAD
 ED1916'92322 FOR 1.0 MILE TO HARMONY GROVE CHURCH ON THE RIGHT.
 ED1916'CONTINUE TRAVELING EAST ALONG COUNTY ROAD 92322 FOR 2.4 MILES TO
 ED1916'THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING EAST ALONG
 ED1916'COUNTY ROAD 92322 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 ED1916'
 ED1916'THE STATION IS LOCATED 42 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 ED1916'OF THE ROAD, 82 FEET SOUTH-SOUTHWEST OF A 10 INCH WALNUT TREE ON
 ED1916'THE NORTH SIDE OF THE ROAD 217 FEET SOUTHWEST OF A POWER POLE ON
 ED1916'THE NORTH SIDE OF THE ROAD, 81 FEET SOUTH-SOUTHEAST OF THE WEST
 ED1916'CORNER OF THE WEST END OF A ROCK WALL ON THE NORTH SIDE OF THE
 ED1916'ROAD, 87 FEET SOUTH OF THE SOUTH CORNER OF A ROCK SPRING BOX ON
 ED1916'THE NORTH SIDE OF THE ROCK WALL, AND 6.5 FEET NORTH-NORTHEAST OF A
 ED1916'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 144-207,
 ED1916'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1916'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1916'STANDARD DISK STAMPED 144-207, SET IN AN IRREGULAR MASS OF
 ED1916'CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF
 ED1916'THE GROUND.
 ED1916'
 ED1916'THE AZIMUTH MARK IS LOCATED 43 FEET NORTH-NORTHEAST OF THE
 ED1916'CENTERLINE OF THE ROAD, 26 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 ED1916'POLE, 52 FEET SOUTHWEST OF A POWER POLE, 207 FEET EAST-NORTHEAST
 ED1916'OF THE CENTER OF THE NORTH END OF A 5 FOOT CORRIGATED METAL
 ED1916'CULVERT UNDER THE ROAD, AND 3 FEET SOUTH-SOUTHWEST OF A WITNESS
 ED1916'POST.  IT IS A STANDARD DISK STAMPED 144-207 AZMK, SET IN THE
 ED1916'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1916'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1929 ***********************************************************************
 ED1929  DESIGNATION -  BV 144 208
 ED1929  PID         -  ED1929
 ED1929  STATE/COUNTY-  GA/UNION
 ED1929  USGS QUAD   -  BLAIRSVILLE (1988)
 ED1929
 ED1929                         *CURRENT SURVEY CONTROL
 ED1929  ___________________________________________________________________
 ED1929* NAD 83(1994)-  34 55 42.50465(N)    083 59 33.24101(W)     ADJUSTED  
 ED1929* NAVD 88     -       598.     (meters)    1962.     (feet)  VERTCON   
 ED1929  ___________________________________________________________________
 ED1929  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 ED1929  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 ED1929
 ED1929  HORZ ORDER  -  SECOND
 ED1929
 ED1929.The horizontal coordinates were established by classical geodetic methods
 ED1929.and adjusted by the National Geodetic Survey in September 1997..
 ED1929
 ED1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1929
 ED1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1929
 ED1929.The geoid height was determined by GEOID03.
 ED1929
 ED1929;                    North         East     Units Scale Factor Converg.
 ED1929;SPC GA W     -   546,503.543   715,905.480   MT  0.99990312   +0 05 58.9
 ED1929;SPC GA W     - 1,792,987.04  2,348,766.56   sFT  0.99990312   +0 05 58.9
 ED1929;SPC NC       -   142,195.437   153,685.833   MT  0.99988842   -2 52 53.6
 ED1929;SPC NC       -   466,519.53    504,217.60   sFT  0.99988842   -2 52 53.6
 ED1929;UTM  17      - 3,869,200.608   226,642.758   MT  1.00052107   -1 42 52.1
 ED1929;UTM  16      - 3,869,241.368   774,715.624   MT  1.00053024   +1 43 22.8
 ED1929
 ED1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1929!SPC GA W     -   0.99991065  x   0.99990312  =   0.99981377
 ED1929!SPC NC       -   0.99991065  x   0.99988842  =   0.99979908
 ED1929!UTM  17      -   0.99991065  x   1.00052107  =   1.00043167
 ED1929!UTM  16      -   0.99991065  x   1.00053024  =   1.00044084
 ED1929
 ED1929|---------------------------------------------------------------------|
 ED1929| PID    Reference Object                     Distance      Geod. Az  |
 ED1929|                                                           dddmmss.s |
 ED1929| ED1930 BV 144 208 GADT 1975 PTA             15.407 METERS 20847     |
 ED1929| CZ4688 BV 144 208 AZ MK                                   2512845.1 |
 ED1929|---------------------------------------------------------------------|
 ED1929
 ED1929                          SUPERSEDED SURVEY CONTROL
 ED1929
 ED1929  NAD 83(1986)-  34 55 42.51022(N)    083 59 33.24590(W) AD(       ) 2
 ED1929  NAD 27      -  34 55 42.20799(N)    083 59 33.59041(W) AD(       ) 2
 ED1929  NGVD 29 (07/19/86)  598.     (m)         1962.     (f) VERT ANG       
 ED1929
 ED1929.Superseded values are not recommended for survey control.
 ED1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1929.See file dsdata.txt to determine how the superseded data were derived.
 ED1929
 ED1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU2664369201(NAD 83)
 ED1929_MARKER: DD = SURVEY DISK
 ED1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1929+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 ED1929
 ED1929  HISTORY     - Date     Condition        Report By
 ED1929  HISTORY     - 1975     MONUMENTED       GADT
 ED1929  HISTORY     - 20030114 GOOD             STRSMA
 ED1929
 ED1929                          STATION DESCRIPTION
 ED1929
 ED1929'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1929'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTH-NORTHWEST OF
 ED1929'BLAIRSVILLE, 8-1/4 MILES WEST OF YOUNG HARRIS, AND 11 MILES
 ED1929'WEST-NORTHWEST OF BRASSTOWN BALD MOUNTAIN ON COUNTY RIGHT OF WAY.
 ED1929'
 ED1929'TO REACH THE STATION FROM THE COURTHOUSE IN BLAIRSVILLE, TRAVEL
 ED1929'SOUTHWEST ALONG U.S. HIGHWAYS 19, 76, AND 129 (STATE ROUTES 2 AND
 ED1929'11) FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 19 AND 129 (STATE
 ED1929'ROUTE 11) TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHWEST ALONG
 ED1929'U.S. HIGHWAY 19 AND 129 FOR 2.15 MILES TO THE JUNCTION OF COUNTY
 ED1929'ROAD 15 TO THE RIGHT.  CONTINUE TRAVELING NORTHWEST ALONG
 ED1929'U.S. HIGHWAY 19 FOR 3.15 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1929'92324 TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHEAST ALONG COUNTY
 ED1929'ROAD 92324 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 ED1929'CONTINUE TRAVELING NORTHEAST ALONG COUNTY ROAD 92324 FOR 0.25
 ED1929'MILE TO THE STATION ON THE LEFT.
 ED1929'
 ED1929'THE STATION IS LOCATED 21 FEET NORTHWEST OF THE CENTERLINE OF THE
 ED1929'ROAD, 88 FEET EAST OF THE SOUTH CORNER OF A CHICKEN HOUSE, 84 FEET
 ED1929'SOUTHWEST OF THE EAST CORNER OF THE CHICKEN HOUSE, AND 4 FEET
 ED1929'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 ED1929'144-208, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1929'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1929'IS A STANDARD DISK STAMPED 144-208, SET IN AN IRREGULAR MASS OF
 ED1929'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE
 ED1929'GROUND.
 ED1929'
 ED1929'THE AZIMUTH MARK IS LOCATED 15 FEET NORTHWEST OF THE CENTERLINE
 ED1929'OF THE ROAD, 77.5 FEET EAST OF A POWER POLE, 90 FEET NORTH OF A
 ED1929'POWER POLE ON THE SOUTH SIDE OF THE ROAD, AND 4 FEET SOUTH OF A
 ED1929'WITNESS POST.  IT IS A STANDARD DISK STAMPED 144-208 AZMK, SET IN
 ED1929'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1929'SURFACE OF THE GROUND.
 ED1929
 ED1929                          STATION RECOVERY (2003)
 ED1929
 ED1929'RECOVERY NOTE BY STREET SMARTS 2003 (DLC)
 ED1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1531 ***********************************************************************
 EE1531  DESIGNATION -  BV 144 209
 EE1531  PID         -  EE1531
 EE1531  STATE/COUNTY-  GA/UNION
 EE1531  USGS QUAD   -  NOTTELY DAM (1988)
 EE1531
 EE1531                         *CURRENT SURVEY CONTROL
 EE1531  ___________________________________________________________________
 EE1531* NAD 83(1994)-  34 58 47.72361(N)    084 04 02.51878(W)     ADJUSTED  
 EE1531* NAVD 88     -       512.5    (meters)    1681.     (feet)  VERTCON   
 EE1531  ___________________________________________________________________
 EE1531  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 EE1531  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EE1531
 EE1531  HORZ ORDER  -  SECOND
 EE1531
 EE1531.The horizontal coordinates were established by classical geodetic methods
 EE1531.and adjusted by the National Geodetic Survey in September 1997..
 EE1531
 EE1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1531
 EE1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1531
 EE1531.The geoid height was determined by GEOID03.
 EE1531
 EE1531;                    North         East     Units Scale Factor Converg.
 EE1531;SPC GA W     -   552,201.457   709,066.255   MT  0.99990101   +0 03 24.9
 EE1531;SPC GA W     - 1,811,680.95  2,326,328.20   sFT  0.99990101   +0 03 24.9
 EE1531;SPC NC       -   148,241.270   147,152.333   MT  0.99988378   -2 55 29.0
 EE1531;SPC NC       -   486,354.90    482,782.28   sFT  0.99988378   -2 55 29.0
 EE1531;UTM  16      - 3,874,746.457   767,713.402   MT  1.00048341   +1 40 56.1
 EE1531;UTM  17      - 3,875,116.114   219,983.195   MT  1.00056649   -1 45 34.7
 EE1531
 EE1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1531!SPC GA W     -   0.99992408  x   0.99990101  =   0.99982509
 EE1531!SPC NC       -   0.99992408  x   0.99988378  =   0.99980787
 EE1531!UTM  16      -   0.99992408  x   1.00048341  =   1.00040745
 EE1531!UTM  17      -   0.99992408  x   1.00056649  =   1.00049052
 EE1531
 EE1531|---------------------------------------------------------------------|
 EE1531| PID    Reference Object                     Distance      Geod. Az  |
 EE1531|                                                           dddmmss.s |
 EE1531| EE1530 BV 144 209 GADT 1974 PTA             19.515 METERS 14843     |
 EE1531| CZ4689 BV 144 209 AZ MK                                   1490849.5 |
 EE1531|---------------------------------------------------------------------|
 EE1531
 EE1531                          SUPERSEDED SURVEY CONTROL
 EE1531
 EE1531  NAD 83(1986)-  34 58 47.72835(N)    084 04 02.52460(W) AD(       ) 2
 EE1531  NAD 27      -  34 58 47.43204(N)    084 04 02.86003(W) AD(       ) 2
 EE1531  NGVD 29 (07/19/86)  512.5    (m)         1681.     (f) VERT ANG       
 EE1531
 EE1531.Superseded values are not recommended for survey control.
 EE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1531.See file dsdata.txt to determine how the superseded data were derived.
 EE1531
 EE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6771374746(NAD 83)
 EE1531_MARKER: DD = SURVEY DISK
 EE1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1531
 EE1531  HISTORY     - Date     Condition        Report By
 EE1531  HISTORY     - 1974     MONUMENTED       GADT
 EE1531  HISTORY     - 1977     GOOD             NCGS
 EE1531
 EE1531                          STATION DESCRIPTION
 EE1531
 EE1531'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 EE1531'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTHWEST OF
 EE1531'IVY LOG, 1/2 MILE SOUTH OF THE GEORGIA-NORTH CAROLINA STATE
 EE1531'LINE, AND 13 MILES WEST-NORTHWEST OF YOUNG HARRIS ON STATE RIGHT
 EE1531'OF WAY.
 EE1531'
 EE1531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 EE1531'129 (STATE ROUTE 11) STATE ROUTE 325, AND COUNTY ROAD 92324,
 EE1531'LOCATED IN THE COMMUNITY OF IVY LOG, LOCATED APPROXIMATELY 8-1/4
 EE1531'MILES NORTHWEST OF BLAIRSVILLE, TRAVEL NORTH ALONG U.S. HIGHWAY
 EE1531'19 AND 129 (STATE ROUTE 11) FOR 1.1 MILES TO THE AZIMUTH MARK ON
 EE1531'THE RIGHT.  CONTINUE TRAVELING NORTH ALONG U.S. HIGHWAY 19 AND
 EE1531'129 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 EE1531'
 EE1531'THE STATION IS LOCATED 29 FEET SOUTHWEST OF THE CENTERLINE OF
 EE1531'THE HIGHWAY, 95.5 FEET NORTHWEST OF A POWER POLE, 21.0 FEET
 EE1531'NORTHEAST OF A FENCELINE, 135 FEET SOUTHEAST OF A POWER POLE,
 EE1531'AND 3.2 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 EE1531'BRASS DISK STAMPED 144-209, SET IN THE TOP OF A 10 INCH
 EE1531'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1531'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 EE1531'144-209, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 EE1531'0.78 METER BELOW THE SURFACE OF THE GROUND.
 EE1531'
 EE1531'THE AZIMUTH MARK IS LOCATED 40 FEET NORTHEAST OF THE CENTERLINE
 EE1531'OF THE HIGHWAY, 43.5 FEET NORTH OF THE POINT OF INTERSECTION OF
 EE1531'THE CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST,
 EE1531'36.0 FEET NORTH OF A POWER POLE WITH AN UNDERGROUND TELEPHONE
 EE1531'CABLE PEDESTAL ATTACHED, AND 2.7 FEET SOUTHWEST OF A WITNESS
 EE1531'POST.  IT IS A STANDARD DISK STAMPED 144-209 AZMK, SET IN THE
 EE1531'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1531'SURFACE OF THE GROUND.
 EE1531
 EE1531                          STATION RECOVERY (1977)
 EE1531
 EE1531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 EE1531'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1549 ***********************************************************************
 EE1549  DESIGNATION -  BV 144 210
 EE1549  PID         -  EE1549
 EE1549  STATE/COUNTY-  GA/UNION
 EE1549  USGS QUAD   -  SUCHES (1988)
 EE1549
 EE1549                         *CURRENT SURVEY CONTROL
 EE1549  ___________________________________________________________________
 EE1549* NAD 83(1994)-  34 43 02.30384(N)    084 03 35.98186(W)     ADJUSTED  
 EE1549* NAVD 88     -       675.     (meters)    2215.     (feet)  VERTCON   
 EE1549  ___________________________________________________________________
 EE1549  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 EE1549  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EE1549
 EE1549  HORZ ORDER  -  SECOND
 EE1549
 EE1549.The horizontal coordinates were established by classical geodetic methods
 EE1549.and adjusted by the National Geodetic Survey in September 1997..
 EE1549
 EE1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1549
 EE1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1549
 EE1549.The geoid height was determined by GEOID03.
 EE1549
 EE1549;                    North         East     Units Scale Factor Converg.
 EE1549;SPC GA W     -   523,070.937   709,770.261   MT  0.99990118   +0 03 38.7
 EE1549;SPC GA W     - 1,716,108.57  2,328,637.93   sFT  0.99990118   +0 03 38.7
 EE1549;SPC NC       -   119,113.651   146,340.234   MT  0.99991580   -2 55 13.7
 EE1549;SPC NC       -   390,792.04    480,117.92   sFT  0.99991580   -2 55 13.7
 EE1549;UTM  16      - 3,845,630.388   769,241.560   MT  1.00049358   +1 40 31.5
 EE1549;UTM  17      - 3,845,958.481   219,766.306   MT  1.00056804   -1 44 38.0
 EE1549
 EE1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1549!SPC GA W     -   0.99989855  x   0.99990118  =   0.99979974
 EE1549!SPC NC       -   0.99989855  x   0.99991580  =   0.99981436
 EE1549!UTM  16      -   0.99989855  x   1.00049358  =   1.00039208
 EE1549!UTM  17      -   0.99989855  x   1.00056804  =   1.00046653
 EE1549
 EE1549:                Primary Azimuth Mark                     Grid Az
 EE1549:SPC GA W     -  BV 144 210 AZ MK                         010 38 55.6
 EE1549:SPC NC       -  BV 144 210 AZ MK                         013 37 48.0
 EE1549:UTM  16      -  BV 144 210 AZ MK                         009 02 02.8
 EE1549:UTM  17      -  BV 144 210 AZ MK                         012 27 12.3
 EE1549
 EE1549|---------------------------------------------------------------------|
 EE1549| PID    Reference Object                     Distance      Geod. Az  |
 EE1549|                                                           dddmmss.s |
 EE1549| CZ4690 BV 144 210 AZ MK                                   0104234.3 |
 EE1549| EE1548 BV 144 210 GADT 1974 PTA             16.618 METERS 05225     |
 EE1549|---------------------------------------------------------------------|
 EE1549
 EE1549                          SUPERSEDED SURVEY CONTROL
 EE1549
 EE1549  NAD 83(1986)-  34 43 02.30897(N)    084 03 35.98451(W) AD(       ) 2
 EE1549  NAD 27      -  34 43 01.99423(N)    084 03 36.30796(W) AD(       ) 2
 EE1549  NGVD 29 (07/19/86)  675.     (m)         2215.     (f) VERT ANG       
 EE1549
 EE1549.Superseded values are not recommended for survey control.
 EE1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1549.See file dsdata.txt to determine how the superseded data were derived.
 EE1549
 EE1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6924245630(NAD 83)
 EE1549_MARKER: DD = SURVEY DISK
 EE1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1549
 EE1549  HISTORY     - Date     Condition        Report By
 EE1549  HISTORY     - 1974     MONUMENTED       GADT
 EE1549
 EE1549                          STATION DESCRIPTION
 EE1549
 EE1549'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 EE1549'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHWEST OF
 EE1549'SUCHES, 8-1/4 MILES WEST-SOUTHWEST OF VOGEL STATE PARK, AND 12
 EE1549'1/2 MILES SOUTH-SOUTHWEST OF BLAIRSVILLE ON COUNTY RIGHT OF WAY.
 EE1549'
 EE1549'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 60 AND
 EE1549'180 IN SUCHES, TRAVEL NORTHWEST ALONG STATE ROUTE 60 FOR 3 MILES
 EE1549'TO SUCHES CREEK BRIDGE.  CONTINUE TRAVELING NORTHWEST ALONG
 EE1549'STATE ROUTE 60 FOR 2.05 MILES TO THE JUNCTION OF COUNTY ROAD 160
 EE1549'TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHEAST ALONG COUNTY ROAD
 EE1549'160 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 EE1549'
 EE1549'THE STATION IS LOCATED 12 FEET NORTHWEST OF THE CENTERLINE OF
 EE1549'THE ROAD, 49.0 FEET SOUTHWEST OF A 12 INCH PINE TREE, 49.5 FEET
 EE1549'NORTHEAST OF THE EAST CORNER OF AN OLD TRACTOR SHED, 108 FEET
 EE1549'NORTH OF A SECURITY LIGHT IN A YARD ON THE SOUTHEAST SIDE OF THE
 EE1549'ROAD, AND 3.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 EE1549'STANDARD BRASS DISK STAMPED 144-210, SET IN THE TOP OF A 10 INCH
 EE1549'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1549'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 EE1549'144-210 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 EE1549'0.81 METER BELOW THE SURFACE OF THE GROUND.
 EE1549'
 EE1549'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL NORTHEAST
 EE1549'ALONG COUNTY ROAD 160 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT
 EE1549'IS LOCATED 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 21.0 FEET
 EE1549'NORTH OF A 15 INCH POPLAR TREE, 110.0 FEET SOUTHWEST OF AN 18
 EE1549'INCH TWIN RED OAK TREE ON THE EAST SIDE OF THE ROAD, 88 FEET
 EE1549'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE ON THE EAST
 EE1549'SIDE OF THE ROAD, AND 2.5 FEET WEST OF A WITNESS POST.  IT IS A
 EE1549'STANDARD DISK STAMPED 144-210 AZMK, SET IN THE TOP OF A 10
 EE1549'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1549'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1537 ***********************************************************************
 EE1537  DESIGNATION -  BV 144 211
 EE1537  PID         -  EE1537
 EE1537  STATE/COUNTY-  GA/UNION
 EE1537  USGS QUAD   -  MULKY GAP (1987)
 EE1537
 EE1537                         *CURRENT SURVEY CONTROL
 EE1537  ___________________________________________________________________
 EE1537* NAD 83(1994)-  34 49 39.87429(N)    084 00 20.70663(W)     ADJUSTED  
 EE1537* NAVD 88     -       628.     (meters)    2060.     (feet)  VERTCON   
 EE1537  ___________________________________________________________________
 EE1537  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EE1537  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 EE1537
 EE1537  HORZ ORDER  -  SECOND
 EE1537
 EE1537.The horizontal coordinates were established by classical geodetic methods
 EE1537.and adjusted by the National Geodetic Survey in September 1997..
 EE1537
 EE1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1537
 EE1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1537
 EE1537.The geoid height was determined by GEOID03.
 EE1537
 EE1537;                    North         East     Units Scale Factor Converg.
 EE1537;SPC GA W     -   535,327.736   714,718.873   MT  0.99990267   +0 05 30.8
 EE1537;SPC GA W     - 1,756,321.08  2,344,873.50   sFT  0.99990267   +0 05 30.8
 EE1537;SPC NC       -   131,096.568   151,919.621   MT  0.99989980   -2 53 21.0
 EE1537;SPC NC       -   430,105.99    498,422.96   sFT  0.99989980   -2 53 21.0
 EE1537;UTM  16      - 3,858,029.466   773,845.141   MT  1.00052438   +1 42 40.0
 EE1537;UTM  17      - 3,858,060.966   225,102.428   MT  1.00053150   -1 43 03.7
 EE1537
 EE1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1537!SPC GA W     -   0.99990593  x   0.99990267  =   0.99980861
 EE1537!SPC NC       -   0.99990593  x   0.99989980  =   0.99980574
 EE1537!UTM  16      -   0.99990593  x   1.00052438  =   1.00043027
 EE1537!UTM  17      -   0.99990593  x   1.00053150  =   1.00043738
 EE1537
 EE1537:                Primary Azimuth Mark                     Grid Az
 EE1537:SPC GA W     -  BV 144 211 AZ MK                         256 49 52.9
 EE1537:SPC NC       -  BV 144 211 AZ MK                         259 48 44.7
 EE1537:UTM  16      -  BV 144 211 AZ MK                         255 12 43.7
 EE1537:UTM  17      -  BV 144 211 AZ MK                         258 38 27.4
 EE1537
 EE1537|---------------------------------------------------------------------|
 EE1537| PID    Reference Object                     Distance      Geod. Az  |
 EE1537|                                                           dddmmss.s |
 EE1537| CZ4691 BV 144 211 AZ MK                                   2565523.7 |
 EE1537| EE1538 BV 144 211 GADT 1975 PTA             20.534 METERS 30355     |
 EE1537|---------------------------------------------------------------------|
 EE1537
 EE1537                          SUPERSEDED SURVEY CONTROL
 EE1537
 EE1537  NAD 83(1986)-  34 49 39.88003(N)    084 00 20.71125(W) AD(       ) 2
 EE1537  NAD 27      -  34 49 39.57398(N)    084 00 21.03915(W) AD(       ) 2
 EE1537  NGVD 29 (07/19/86)  628.     (m)         2060.     (f) VERT ANG       
 EE1537
 EE1537.Superseded values are not recommended for survey control.
 EE1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1537.See file dsdata.txt to determine how the superseded data were derived.
 EE1537
 EE1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7384558029(NAD 83)
 EE1537_MARKER: DD = SURVEY DISK
 EE1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1537+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 EE1537
 EE1537  HISTORY     - Date     Condition        Report By
 EE1537  HISTORY     - 1975     MONUMENTED       GADT
 EE1537  HISTORY     - 20030114 GOOD             STRSMA
 EE1537
 EE1537                          STATION DESCRIPTION
 EE1537
 EE1537'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 EE1537'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTHWEST OF
 EE1537'BLAIRSVILLE, 9-3/4 MILES SOUTH-SOUTHEAST OF IVY LOG, AND 11-1/2
 EE1537'MILES WEST-SOUTHWEST OF BRASSTOWN BALD MOUNTAIN ON THE PROPERTY
 EE1537'OF VICTORY CHURCH.
 EE1537'
 EE1537'TO REACH THE STATION FROM THE COURTHOUSE IN BLAIRSVILLE, TRAVEL
 EE1537'WEST ALONG U.S. HIGHWAYS 19, 76 AND 129 AND STATE ROUTES 2 AND
 EE1537'11 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAYS 19 AND 129
 EE1537'(STATE ROUTE 11) TO THE RIGHT.  CONTINUE TRAVELING WEST ALONG
 EE1537'U.S. HIGHWAY 76 (STATE ROUTE 2) FOR 1.2 MILES TO A BRIDGE OVER
 EE1537'NOTTELY RIVER.  CONTINUE TRAVELING WEST ALONG U.S. HIGHWAY 76
 EE1537'FOR 1.4 MILES TO A BRIDGE OVER COOSA CREEK.  CONTINUE TRAVELING
 EE1537'WEST ALONG U.S. HIGHWAY 76 FOR 0.65 MILE TO THE JUNCTION OF
 EE1537'COUNTY ROAD 90975 TO THE LEFT, OPPOSITE THE COMMUNITY GROCERY
 EE1537'STORE.  TURN LEFT, TRAVELING SOUTH ALONG COUNTY ROAD 90975
 EE1537'FOR 1.85 MILES TO THE STATION ON THE RIGHT, LOCATED IN THE
 EE1537'VICTORY BAPTIST CHURCH YARD.
 EE1537'
 EE1537'THE STATION IS LOCATED 52 FEET NORTH OF THE CENTERLINE OF THE
 EE1537'ROAD, 88 FEET SOUTHEAST OF A SECURITY LIGHT, 116.0 FEET SOUTH OF
 EE1537'THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 77.0 FEET SOUTHWEST
 EE1537'OF ANOTHER SECURITY LIGHT, AND 4 FEET NORTHWEST OF A WITNESS
 EE1537'POST.  IT IS A STANDARD BRASS DISK STAMPED 144-211, SET IN THE
 EE1537'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 EE1537'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 EE1537'DISK STAMPED 144-211, SET IN AN IRREGULAR MASS OF CONCRETE
 EE1537'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.
 EE1537'
 EE1537'TO REACH THE AZIMUTH MARK FROM THE STATION, TRAVEL WEST ALONG
 EE1537'COUNTY ROAD 90975 FOR 0.45 MILE TO THE MARK ON THE RIGHT.  IT IS
 EE1537'LOCATED 47 FEET WEST OF THE CENTERLINE OF THE ROAD, 57 FEET
 EE1537'NORTH OF THE CENTER OF THE WEST END OF A 36 INCH CORRUGATED
 EE1537'METAL CROSS-DRAIN RUNNING UNDER THE ROAD, 4 FEET EAST-NORTHEAST
 EE1537'OF A FENCE CORNER, 127 FEET WEST OF A TELEPHONE POLE ON THE EAST
 EE1537'SIDE OF THE ROAD, AND 2 FEET EAST OF A WITNESS POST.  IT IS A
 EE1537'STANDARD DISK STAMPED 144-211 AZMK, SET IN THE TOP OF A 10
 EE1537'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EE1537'GROUND.
 EE1537
 EE1537                          STATION RECOVERY (2003)
 EE1537
 EE1537'RECOVERY NOTE BY STREET SMARTS 2003 (DLC)
 EE1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1920 ***********************************************************************
 ED1920  DESIGNATION -  BV 144 212
 ED1920  PID         -  ED1920
 ED1920  STATE/COUNTY-  GA/UNION
 ED1920  USGS QUAD   -  COOSA BALD (1988)
 ED1920
 ED1920                         *CURRENT SURVEY CONTROL
 ED1920  ___________________________________________________________________
 ED1920* NAD 83(1994)-  34 51 17.41421(N)    083 53 57.54016(W)     ADJUSTED  
 ED1920* NAVD 88     -       606.     (meters)    1988.     (feet)  VERTCON   
 ED1920  ___________________________________________________________________
 ED1920  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 ED1920  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 ED1920
 ED1920  HORZ ORDER  -  SECOND
 ED1920
 ED1920.The horizontal coordinates were established by classical geodetic methods
 ED1920.and adjusted by the National Geodetic Survey in September 1997..
 ED1920
 ED1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1920
 ED1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1920
 ED1920.The geoid height was determined by GEOID03.
 ED1920
 ED1920;                    North         East     Units Scale Factor Converg.
 ED1920;SPC GA W     -   538,354.019   724,446.497   MT  0.99990736   +0 09 10.0
 ED1920;SPC GA W     - 1,766,249.81  2,376,788.22   sFT  0.99990736   +0 09 10.0
 ED1920;SPC NC       -   133,612.891   161,791.389   MT  0.99989644   -2 49 39.9
 ED1920;SPC NC       -   438,361.63    530,810.58   sFT  0.99989644   -2 49 39.9
 ED1920;UTM  17      - 3,860,780.078   234,926.623   MT  1.00046609   -1 39 28.5
 ED1920
 ED1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1920!SPC GA W     -   0.99990938  x   0.99990736  =   0.99981675
 ED1920!SPC NC       -   0.99990938  x   0.99989644  =   0.99980583
 ED1920!UTM  17      -   0.99990938  x   1.00046609  =   1.00037543
 ED1920
 ED1920:                Primary Azimuth Mark                     Grid Az
 ED1920:SPC GA W     -  BV 144 212 AZ MK                         058 51 26.4
 ED1920:SPC NC       -  BV 144 212 AZ MK                         061 50 16.3
 ED1920:UTM  17      -  BV 144 212 AZ MK                         060 40 04.9
 ED1920
 ED1920|---------------------------------------------------------------------|
 ED1920| PID    Reference Object                     Distance      Geod. Az  |
 ED1920|                                                           dddmmss.s |
 ED1920| CZ4692 BV 144 212 AZ MK                                   0590036.4 |
 ED1920| ED1919 BV 144 8 SHDSAM 1975                 23.311 METERS 11022     |
 ED1920|---------------------------------------------------------------------|
 ED1920
 ED1920                          SUPERSEDED SURVEY CONTROL
 ED1920
 ED1920  NAD 83(1986)-  34 51 17.42153(N)    083 53 57.54185(W) AD(       ) 2
 ED1920  NAD 27      -  34 51 17.09692(N)    083 53 57.89756(W) AD(       ) 2
 ED1920  NGVD 29 (07/19/86)  606.     (m)         1988.     (f) VERT ANG       
 ED1920
 ED1920.Superseded values are not recommended for survey control.
 ED1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1920.See file dsdata.txt to determine how the superseded data were derived.
 ED1920
 ED1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3492760780(NAD 83)
 ED1920_MARKER: DD = SURVEY DISK
 ED1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1920
 ED1920  HISTORY     - Date     Condition        Report By
 ED1920  HISTORY     - 1975     MONUMENTED       GADT
 ED1920
 ED1920                          STATION DESCRIPTION
 ED1920
 ED1920'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1920'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES EAST-SOUTHEAST
 ED1920'OF BLAIRSVILLE, 6-1/4 MILES SOUTH-SOUTHEAST OF YOUNG HARRIS, AND
 ED1920'10-1/2 MILES SOUTHWEST OF HIAWASSEE ON COUNTY RIGHT OF WAY.
 ED1920'
 ED1920'TO REACH THE STATION FROM THE UNION COUNTY COURTHOUSE IN
 ED1920'BLAIRSVILLE, GO SOUTHEASTERLY ALONG U.S. HIGHWAYS 19 AND 129
 ED1920'(STATE ROUTES 9 AND 11) FOR 2.75 MILES TO THE JUNCTION OF COUNTY
 ED1920'ROAD 92322 TO THE LEFT.  TURN LEFT, GOING EAST ALONG COUNTY ROAD
 ED1920'92322 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD 92323 TO THE
 ED1920'LEFT.  TURN LEFT, GOING EAST-NORTHEAST ALONG COUNTY ROAD 92323
 ED1920'FOR 1.5 MILES TO THE STATION ON THE LEFT.
 ED1920'
 ED1920'THE STATION IS LOCATED 22 FEET NORTHWEST OF THE CENTERLINE OF
 ED1920'COUNTY ROAD 92323, 3.0 FEET SOUTHEAST OF A WITNESS POST, 44.0
 ED1920'FEET SOUTHWEST OF A 10 INCH WHITE OAK TREE, 79 FEET NORTHWEST OF
 ED1920'A TELEPHONE POLE ON THE SOUTHEAST SIDE OF THE ROAD, AND 154.0
 ED1920'FEET NORTH-NORTHWEST OF A POWER POLE ON THE SOUTHEAST SIDE OF
 ED1920'THE ROAD.  IT IS A STANDARD BRASS DISK STAMPED 144-212, SET IN
 ED1920'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1920'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 ED1920'DISK STAMPED 144-212, SET IN AN IRREGULAR MASS OF CONCRETE
 ED1920'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.
 ED1920'
 ED1920'BV 144-8 (SHDSAM) IS A STATE HIGHWAY DEPARTMENT OF GEORGIA,
 ED1920'OFFICE OF SURVEYS AND AERIAL MAPPING TRAVERSE AND BENCH MARK
 ED1920'STANDARD DISK STAMPED 144-8, SET IN THE TOP OF AN 8 INCH
 ED1920'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1920'GROUND.  THE STATION DISK WAS FOUND IN GOOD CONDITION.  IT IS
 ED1920'LOCATED 48 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 ED1920'92323, 3.0 FEET NORTH OF A TELEPHONE POLE, 25 FEET NORTHEAST OF
 ED1920'THE CENTERLINE OF A DRIVEWAY TO THE SOUTHEAST, AND 90.5
 ED1920'FEET NORTH OF A POWER POLE ON THE SOUTHWEST SIDE OF THE
 ED1920'DRIVEWAY.
 ED1920'
 ED1920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 ED1920'COUNTY ROAD 92323 FOR 0.3 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1920'51 TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG COUNTY ROAD 51 FOR
 ED1920'0.1 MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 18 FEET
 ED1920'WEST OF THE CENTERLINE OF COUNTY ROAD 51, 3.0 FEET EAST OF A
 ED1920'WITNESS POST, 72.0 FEET SOUTH OF A POWER POLE, 91.0 FEET
 ED1920'WEST-SOUTHWEST OF A 10 INCH OAK TREE ON THE EAST SIDE OF THE
 ED1920'ROAD, AND 140 FEET NORTH OF A TELEPHONE POLE.  IT IS A
 ED1920'STANDARD DISK STAMPED 144-212 AZMK, SET IN THE TOP OF A 10
 ED1920'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1920'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1914 ***********************************************************************
 ED1914  DESIGNATION -  BV 144 213
 ED1914  PID         -  ED1914
 ED1914  STATE/COUNTY-  GA/UNION
 ED1914  USGS QUAD   -  JACKS GAP (1988)
 ED1914
 ED1914                         *CURRENT SURVEY CONTROL
 ED1914  ___________________________________________________________________
 ED1914* NAD 83(1994)-  34 48 46.24693(N)    083 50 38.05273(W)     ADJUSTED  
 ED1914* NAVD 88     -       666.     (meters)    2185.     (feet)  VERTCON   
 ED1914  ___________________________________________________________________
 ED1914  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 ED1914  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 ED1914
 ED1914  HORZ ORDER  -  SECOND
 ED1914
 ED1914.The horizontal coordinates were established by classical geodetic methods
 ED1914.and adjusted by the National Geodetic Survey in September 1997..
 ED1914
 ED1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1914
 ED1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1914
 ED1914.The geoid height was determined by GEOID03.
 ED1914
 ED1914;                    North         East     Units Scale Factor Converg.
 ED1914;SPC GA W     -   533,711.004   729,528.487   MT  0.99991074   +0 11 03.4
 ED1914;SPC GA W     - 1,751,016.85  2,393,461.38   sFT  0.99991074   +0 11 03.4
 ED1914;UTM  17      - 3,855,976.288   239,862.118   MT  1.00043414   -1 37 28.2
 ED1914
 ED1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1914!SPC GA W     -   0.99989996  x   0.99991074  =   0.99981071
 ED1914!UTM  17      -   0.99989996  x   1.00043414  =   1.00033405
 ED1914
 ED1914|---------------------------------------------------------------------|
 ED1914| PID    Reference Object                     Distance      Geod. Az  |
 ED1914|                                                           dddmmss.s |
 ED1914| ED1913 BV 144 213 GADT 1975 PTA             22.046 METERS 16121     |
 ED1914| CZ4693 BV 144 213 AZ MK                                   2374041.6 |
 ED1914|---------------------------------------------------------------------|
 ED1914
 ED1914                          SUPERSEDED SURVEY CONTROL
 ED1914
 ED1914  NAD 83(1986)-  34 48 46.25379(N)    083 50 38.05035(W) AD(       ) 2
 ED1914  NAD 27      -  34 48 45.92454(N)    083 50 38.39969(W) AD(       ) 2
 ED1914  NGVD 29 (07/19/86)  666.     (m)         2185.     (f) VERT ANG       
 ED1914
 ED1914.Superseded values are not recommended for survey control.
 ED1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1914.See file dsdata.txt to determine how the superseded data were derived.
 ED1914
 ED1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3986255976(NAD 83)
 ED1914_MARKER: DD = SURVEY DISK
 ED1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1914
 ED1914  HISTORY     - Date     Condition        Report By
 ED1914  HISTORY     - 1975     MONUMENTED       GADT
 ED1914
 ED1914                          STATION DESCRIPTION
 ED1914
 ED1914'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1914'THE STATION IS LOCATED APPROXIMATELY 7-3/4 MILES SOUTHEAST OF
 ED1914'BLAIRSVILLE, 8-1/4 MILES SOUTH OF YOUNG HARRIS, AND 9-3/4 MILES
 ED1914'SOUTH-SOUTHWEST OF HIAWASSEE ON THE PROPERTY OF MR. F. C. COLLINS.
 ED1914'
 ED1914'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 66 AND
 ED1914'180 (JACKS GAP), APPROXIMATELY 6-1/2 MILES SOUTH-SOUTHEAST OF
 ED1914'YOUNG HARRIS, GO SOUTHWESTERLY ALONG STATE ROUTE 180 FOR 2.2
 ED1914'MILES TO THE JUNCTION OF A DIRT ROAD TO THE RIGHT.  CONTINUE
 ED1914'GOING SOUTHWESTERLY ALONG STATE ROUTE 180 FOR 1.35 MILES TO THE
 ED1914'JUNCTION OF A DIRT ROAD TO THE LEFT.  CONTINUE GOING
 ED1914'SOUTHWESTERLY ALONG STATE ROUTE 180 FOR 0.55 MILE TO THE JUNCTION
 ED1914'OF A PRIVATE DRIVEWAY TO THE RIGHT.  TURN RIGHT, GOING
 ED1914'NORTH-NORTHWEST ALONG THE DRIVEWAY FOR 0.1 MILE TO A FORK AND
 ED1914'THE STATION ON THE LEFT.
 ED1914'
 ED1914'THE STATION IS LOCATED 18 FEET WEST-SOUTHWEST OF THE CENTERLINE
 ED1914'OF THE DRIVEWAY, 3.0 FEET SOUTHWEST OF A FENCELINE, 209.0 FEET
 ED1914'SOUTHEAST OF THE SOUTH CORNER OF A HOUSE, 191.0 FEET SOUTH OF
 ED1914'A POWER POLE, AND 2.5 FEET WEST-SOUTHWEST OF A WITNESS POST SET
 ED1914'AT THE CORNER OF THE FENCELINE.  IT IS A STANDARD BRASS DISK
 ED1914'STAMPED 144-213 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1914'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1914'UNDERGROUND STATION IS A STANDARD DISK STAMPED 144-213 1975,
 ED1914'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.50 METER
 ED1914'BELOW THE SURFACE OF THE GROUND.
 ED1914'
 ED1914'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 180
 ED1914'AND THE DRIVEWAY, GO SOUTHWESTERLY ALONG STATE ROUTE 180 FOR
 ED1914'0.25 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 40 FEET
 ED1914'NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROUTE 180, 129.8
 ED1914'FEET NORTH-NORTHEAST OF HIGHWAY MILE POST NUMBER 17 ON THE
 ED1914'SOUTH SIDE OF THE HIGHWAY, 123.4 FEET NORTHWEST OF A 24 INCH
 ED1914'WHITE OAK TREE ON THE SOUTH SIDE OF THE HIGHWAY, 123.5 FEET
 ED1914'NORTHWEST OF A CORNER FENCE POST, 131.5 FEET NORTHEAST OF A
 ED1914'6 INCH PINE TREE, AND 10.0 FEET SOUTH OF A POWER POLE WITH AN
 ED1914'UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED AND A WITNESS
 ED1914'POST.  IT IS A STANDARD DISK STAMPED 144-213 1975 AZMK, SET
 ED1914'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1914'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1872 ***********************************************************************
 ED1872  DESIGNATION -  BV 144 214
 ED1872  PID         -  ED1872
 ED1872  STATE/COUNTY-  GA/UNION
 ED1872  USGS QUAD   -  COWROCK (1988)
 ED1872
 ED1872                         *CURRENT SURVEY CONTROL
 ED1872  ___________________________________________________________________
 ED1872* NAD 83(1994)-  34 43 54.39843(N)    083 50 53.85053(W)     ADJUSTED  
 ED1872* NAVD 88     -       883.     (meters)    2897.     (feet)  VERTCON   
 ED1872  ___________________________________________________________________
 ED1872  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 ED1872  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 ED1872
 ED1872  HORZ ORDER  -  SECOND
 ED1872
 ED1872.The horizontal coordinates were established by classical geodetic methods
 ED1872.and adjusted by the National Geodetic Survey in September 1998..
 ED1872
 ED1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1872
 ED1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1872
 ED1872.The geoid height was determined by GEOID03.
 ED1872
 ED1872;                    North         East     Units Scale Factor Converg.
 ED1872;SPC GA W     -   524,717.065   729,155.516   MT  0.99991047   +0 10 53.0
 ED1872;SPC GA W     - 1,721,509.24  2,392,237.72   sFT  0.99991047   +0 10 53.0
 ED1872;UTM  17      - 3,846,993.862   239,205.396   MT  1.00043838   -1 37 25.3
 ED1872
 ED1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1872!SPC GA W     -   0.99986591  x   0.99991047  =   0.99977639
 ED1872!UTM  17      -   0.99986591  x   1.00043838  =   1.00030423
 ED1872
 ED1872:                Primary Azimuth Mark                     Grid Az
 ED1872:SPC GA W     -  BV 144 214 AZ MK                         152 50 22.6
 ED1872:UTM  17      -  BV 144 214 AZ MK                         154 38 40.9
 ED1872
 ED1872|---------------------------------------------------------------------|
 ED1872| PID    Reference Object                     Distance      Geod. Az  |
 ED1872|                                                           dddmmss.s |
 ED1872| CZ4694 BV 144 214 AZ MK                                   1530115.6 |
 ED1872| ED1873 BV 144 214 GADT 1975 PTA             25.889 METERS 23506     |
 ED1872|---------------------------------------------------------------------|
 ED1872
 ED1872                          SUPERSEDED SURVEY CONTROL
 ED1872
 ED1872  NAD 83(1994)-  34 43 54.39952(N)    083 50 53.85669(W) AD(       ) 2
 ED1872  NAD 83(1986)-  34 43 54.40641(N)    083 50 53.84940(W) AD(       ) 2
 ED1872  NAD 27      -  34 43 54.06755(N)    083 50 54.19517(W) AD(       ) 2
 ED1872  NGVD 29 (07/19/86)  883.     (m)         2897.     (f) VERT ANG       
 ED1872
 ED1872.Superseded values are not recommended for survey control.
 ED1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1872.See file dsdata.txt to determine how the superseded data were derived.
 ED1872
 ED1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3920546994(NAD 83)
 ED1872_MARKER: DD = SURVEY DISK
 ED1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1872
 ED1872  HISTORY     - Date     Condition        Report By
 ED1872  HISTORY     - 1975     MONUMENTED       GADT
 ED1872
 ED1872                          STATION DESCRIPTION
 ED1872
 ED1872'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1872'THE STATION IS LOCATED APPROXIMATELY 6-1/4 MILES WEST OF
 ED1872'ROBERTSTOWN, 10-1/2 MILES NORTH-NORTHWEST OF CLEVELAND, AND
 ED1872'10 MILES EAST-NORTHEAST OF SUCHES ON STATE RIGHT OF WAY.
 ED1872'
 ED1872'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 348 AND
 ED1872'180, APPROXIMATELY 9-3/4 MILES SOUTH OF YOUNG HARRIS, GO SOUTH
 ED1872'ALONG STATE ROUTE 348 FOR 2.65 MILES TO THE UNION BAPTIST CHURCH
 ED1872'BUILDING AND CEMETERY ON THE RIGHT.  CONTINUE GOING SOUTHEASTERLY
 ED1872'ALONG STATE ROUTE 348 FOR 3.45 MILES TO THE STATION ON THE LEFT.
 ED1872'
 ED1872'THE STATION IS LOCATED 52 FEET EAST OF THE CENTERLINE OF STATE
 ED1872'ROUTE 348, 30.0 FEET EAST OF HIGHWAY MILE POST NUMBER 1, 79.0
 ED1872'FEET EAST OF THE FACE OF A ROCK CLIFF, AND 2.8 FEET WEST OF A
 ED1872'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 144-214 1975,
 ED1872'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1872'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1872'STANDARD DISK STAMPED 144-214 1975, SET IN AN IRREGULAR MASS OF
 ED1872'CONCRETE APPROXIMATELY 0.60 METER BELOW THE SURFACE OF THE
 ED1872'GROUND.
 ED1872'
 ED1872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 ED1872'STATE ROUTE 348 FOR 0.4 MILE TO THE JUNCTION OF A TRAIL TO THE
 ED1872'RIGHT WITH A SIGN TO TESNATEE GAP POSTED.  CONTINUE GOING NORTH
 ED1872'ALONG STATE ROUTE 348 FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT
 ED1872'IS LOCATED 45.5 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 ED1872'348, 70 FEET NORTHWEST OF THE FACE OF A 50 FOOT ROCK CLIFF ON
 ED1872'THE SOUTHEAST SIDE OF THE HIGHWAY, AND 3.0 FEET SOUTHEAST OF A
 ED1872'WITNESS POST.  IT IS A STANDARD DISK STAMPED 144-214 1975
 ED1872'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1872'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1917 ***********************************************************************
 ED1917  DESIGNATION -  BV 144 4 SHDSAM 1975
 ED1917  PID         -  ED1917
 ED1917  STATE/COUNTY-  GA/UNION
 ED1917  USGS QUAD   -  COOSA BALD (1988)
 ED1917
 ED1917                         *CURRENT SURVEY CONTROL
 ED1917  ___________________________________________________________________
 ED1917* NAD 83(1994)-  34 47 52.96903(N)    083 53 40.17281(W)     ADJUSTED  
 ED1917* NAVD 88     -       583.     (meters)    1913.     (feet)  VERTCON   
 ED1917  ___________________________________________________________________
 ED1917  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 ED1917  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 ED1917
 ED1917  HORZ ORDER  -  SECOND
 ED1917
 ED1917.The horizontal coordinates were established by classical geodetic methods
 ED1917.and adjusted by the National Geodetic Survey in September 1997..
 ED1917.No horizontal observational check was made to the station.
 ED1917
 ED1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1917
 ED1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1917
 ED1917.The geoid height was determined by GEOID03.
 ED1917
 ED1917;                    North         East     Units Scale Factor Converg.
 ED1917;SPC GA W     -   532,055.640   724,904.720   MT  0.99990764   +0 09 19.2
 ED1917;SPC GA W     - 1,745,585.88  2,378,291.57   sFT  0.99990764   +0 09 19.2
 ED1917;SPC NC       -   127,299.254   161,921.509   MT  0.99990374   -2 49 29.8
 ED1917;SPC NC       -   417,647.64    531,237.48   sFT  0.99990374   -2 49 29.8
 ED1917;UTM  17      - 3,854,466.851   235,185.889   MT  1.00046441   -1 39 10.1
 ED1917
 ED1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1917!SPC GA W     -   0.99991299  x   0.99990764  =   0.99982064
 ED1917!SPC NC       -   0.99991299  x   0.99990374  =   0.99981674
 ED1917!UTM  17      -   0.99991299  x   1.00046441  =   1.00037736
 ED1917
 ED1917                          SUPERSEDED SURVEY CONTROL
 ED1917
 ED1917  NAD 83(1986)-  34 47 52.97755(N)    083 53 40.17375(W) AD(       ) 2
 ED1917  NAD 27      -  34 47 52.66314(N)    083 53 40.51208(W) AD(       ) 2
 ED1917  NGVD 29 (07/19/86)  583.     (m)         1913.     (f) VERT ANG       
 ED1917
 ED1917.Superseded values are not recommended for survey control.
 ED1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1917.See file dsdata.txt to determine how the superseded data were derived.
 ED1917
 ED1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3518654467(NAD 83)
 ED1917_MARKER: DD = SURVEY DISK
 ED1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1917+STABILITY: SURFACE MOTION
 ED1917
 ED1917  HISTORY     - Date     Condition        Report By
 ED1917  HISTORY     - 1975     MONUMENTED       GADT
 ED1917
 ED1917                          STATION DESCRIPTION
 ED1917
 ED1917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1917'THE STATION IS A STATE HIGHWAY DEPARTMENT OF GEORGIA, OFFICE OF
 ED1917'SURVEYS AND AERIAL MAPPING TRAVERSE AND BENCH MARK STANDARD DISK
 ED1917'STAMPED 144-4 SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 ED1917'POST FLUSH WITH THE SURFACE OF THE GROUND.  THE SURFACE MARK IS
 ED1917'IN GOOD CONDITION.
 ED1917'
 ED1917'TO REACH THE STATION FROM THE UNION COUNTY COURTHOUSE IN
 ED1917'BLAIRSVILLE, GO SOUTH ALONG U.S. HIGHWAYS 19 AND 129 (STATE
 ED1917'ROUTES 9 AND 11) FOR 2.75 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1917'92323 TO THE LEFT.  CONTINUE SOUTH ALONG U.S. HIGHWAYS 19 AND
 ED1917'129 FOR 3.7 MILES TO A BRIDGE OVER THE NOTTELY RIVER.  CONTINUE
 ED1917'ALONG U.S. HIGHWAYS 19 AND 129 FOR 0.75 MILE TO THE STATION ON
 ED1917'THE LEFT.  IT IS LOCATED 42 FEET EAST OF THE CENTERLINE OF THE
 ED1917'HIGHWAY, 2.5 FEET WEST OF A WITNESS POST, 64.0 FEET SOUTH OF A
 ED1917'POWER POLE, AND 181.0 FEET NORTH OF ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1919 ***********************************************************************
 ED1919  DESIGNATION -  BV 144 8 SHDSAM 1975
 ED1919  PID         -  ED1919
 ED1919  STATE/COUNTY-  GA/UNION
 ED1919  USGS QUAD   -  COOSA BALD (1988)
 ED1919
 ED1919                         *CURRENT SURVEY CONTROL
 ED1919  ___________________________________________________________________
 ED1919* NAD 83(1994)-  34 51 17.15103(N)    083 53 56.67982(W)     ADJUSTED  
 ED1919* NAVD 88     -       608.     (meters)    1995.     (feet)  VERTCON   
 ED1919  ___________________________________________________________________
 ED1919  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 ED1919  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 ED1919
 ED1919  HORZ ORDER  -  SECOND
 ED1919
 ED1919.The horizontal coordinates were established by classical geodetic methods
 ED1919.and adjusted by the National Geodetic Survey in September 1997..
 ED1919
 ED1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1919
 ED1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1919
 ED1919.The geoid height was determined by GEOID03.
 ED1919
 ED1919;                    North         East     Units Scale Factor Converg.
 ED1919;SPC GA W     -   538,345.968   724,468.372   MT  0.99990738   +0 09 10.5
 ED1919;SPC GA W     - 1,766,223.40  2,376,859.98   sFT  0.99990738   +0 09 10.5
 ED1919;SPC NC       -   133,603.714   161,812.815   MT  0.99989645   -2 49 39.4
 ED1919;SPC NC       -   438,331.52    530,880.88   sFT  0.99989645   -2 49 39.4
 ED1919;UTM  17      - 3,860,771.334   234,948.244   MT  1.00046595   -1 39 28.0
 ED1919
 ED1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1919!SPC GA W     -   0.99990907  x   0.99990738  =   0.99981645
 ED1919!SPC NC       -   0.99990907  x   0.99989645  =   0.99980553
 ED1919!UTM  17      -   0.99990907  x   1.00046595  =   1.00037497
 ED1919
 ED1919:                Primary Azimuth Mark                     Grid Az
 ED1919:SPC GA W     -  BRASSTOWN BALD                           074 49 37.7
 ED1919:SPC NC       -  BRASSTOWN BALD                           077 48 27.6
 ED1919:UTM  17      -  BRASSTOWN BALD                           076 38 16.2
 ED1919
 ED1919|---------------------------------------------------------------------|
 ED1919| PID    Reference Object                     Distance      Geod. Az  |
 ED1919|                                                           dddmmss.s |
 ED1919| ED1912 BRASSTOWN BALD                      APPROX. 8.4 KM 0745848.2 |
 ED1919| ED1920 BV 144 212                           23.311 METERS 29022     |
 ED1919|---------------------------------------------------------------------|
 ED1919
 ED1919                          SUPERSEDED SURVEY CONTROL
 ED1919
 ED1919  NAD 83(1986)-  34 51 17.15835(N)    083 53 56.68148(W) AD(       ) 2
 ED1919  NAD 27      -  34 51 16.83373(N)    083 53 57.03725(W) AD(       ) 2
 ED1919  NGVD 29 (07/19/86)  608.     (m)         1995.     (f) VERT ANG       
 ED1919
 ED1919.Superseded values are not recommended for survey control.
 ED1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1919.See file dsdata.txt to determine how the superseded data were derived.
 ED1919
 ED1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3494860771(NAD 83)
 ED1919_MARKER: DD = SURVEY DISK
 ED1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1919+STABILITY: SURFACE MOTION
 ED1919
 ED1919  HISTORY     - Date     Condition        Report By
 ED1919  HISTORY     - 1975     MONUMENTED       GADT
 ED1919
 ED1919                          STATION DESCRIPTION
 ED1919
 ED1919'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1919'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-SOUTHEAST OF
 ED1919'BLAIRSVILLE 6 MILES SOUTH-SOUTHEAST OF YOUNG HARRIS, 10.5 MILES
 ED1919'SOUTHWEST OF HIAWASSEE AND ON COUNTY RIGHT-OF-WAY.
 ED1919'
 ED1919'TO REACH THE STATION FROM THE UNION COUNTY COURTHOUSE IN
 ED1919'BLAIRSVILLE, GO SOUTHEASTERLY ALONG U.S. HIGHWAYS 19 AND 129
 ED1919'(STATE ROUTES 9 AND 11) FOR 2.75 MILES TO THE JUNCTION OF
 ED1919'COUNTY ROAD 92322 TO THE LEFT.  TURN LEFT, GOING EAST ALONG
 ED1919'COUNTY ROAD 92322 FOR 1.0 MILE TO THE JUNCTION OF COUNTY ROAD
 ED1919'92323 TO THE LEFT.  TURN LEFT, GOING EAST-NORTHEAST ALONG COUNTY
 ED1919'ROAD 92323 FOR 1.5 MILES TO THE STATION ON THE RIGHT.
 ED1919'
 ED1919'THE MARK IS A STATE HIGHWAY DEPARTMENT OF GEORGIA, OFFICE OF
 ED1919'SURVEYS AND AERIAL MAPPING TRAVERSE AND BENCH MARK STANDARD DISK
 ED1919'STAMPED 144 8, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE
 ED1919'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET
 ED1919'SOUTHEAST OF THE CENTER OF COUNTY ROAD 92323, 3 FEET NORTH OF A
 ED1919'TELEPHONE POLE, 25 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY TO
 ED1919'THE SOUTHEAST AND 90.5 FEET NORTH OF A POWER POLE ON THE
 ED1919'SOUTHWEST SIDE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1616 ***********************************************************************
 CM1616  DESIGNATION -  BV 145 200
 CM1616  PID         -  CM1616
 CM1616  STATE/COUNTY-  GA/UPSON
 CM1616  USGS QUAD   -  ROLAND (1971)
 CM1616
 CM1616                         *CURRENT SURVEY CONTROL
 CM1616  ___________________________________________________________________
 CM1616* NAD 83(1994)-  32 52 27.94392(N)    084 25 50.00336(W)     ADJUSTED  
 CM1616* NAVD 88     -       231.73   (+/-2cm)     760.3    (feet)  VERTCON   
 CM1616  ___________________________________________________________________
 CM1616  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CM1616  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CM1616
 CM1616  HORZ ORDER  -  SECOND
 CM1616  VERT ORDER  -  THIRD ? (See Below)
 CM1616
 CM1616.The horizontal coordinates were established by classical geodetic methods
 CM1616.and adjusted by the National Geodetic Survey in September 1997..
 CM1616
 CM1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1616.The vertical order pertains to the NGVD 29 superseded value.
 CM1616
 CM1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1616
 CM1616.The geoid height was determined by GEOID03.
 CM1616
 CM1616;                    North         East     Units Scale Factor Converg.
 CM1616;SPC GA W     -   318,707.384   675,306.207   MT  0.99990752   -0 08 35.7
 CM1616;SPC GA W     - 1,045,625.81  2,215,567.11   sFT  0.99990752   -0 08 35.7
 CM1616;UTM  16      - 3,640,293.351   740,399.491   MT  1.00031265   +1 23 43.3
 CM1616
 CM1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1616!SPC GA W     -   0.99996793  x   0.99990752  =   0.99987545
 CM1616!UTM  16      -   0.99996793  x   1.00031265  =   1.00028057
 CM1616
 CM1616:                Primary Azimuth Mark                     Grid Az
 CM1616:SPC GA W     -  BV 145 200 AZ MK                         136 40 20.8
 CM1616:UTM  16      -  BV 145 200 AZ MK                         135 08 01.8
 CM1616
 CM1616|---------------------------------------------------------------------|
 CM1616| PID    Reference Object                     Distance      Geod. Az  |
 CM1616|                                                           dddmmss.s |
 CM1616| CY8696 BV 145 200 AZ MK                                   1363145.1 |
 CM1616| CM1615 BV 145 200 GADT 1974 PTA             23.147 METERS 17034     |
 CM1616| CM1968 DANIELS                             APPROX. 9.2 KM 2290915.6 |
 CM1616|---------------------------------------------------------------------|
 CM1616
 CM1616                          SUPERSEDED SURVEY CONTROL
 CM1616
 CM1616  NAD 83(1986)-  32 52 27.94955(N)    084 25 50.00266(W) AD(       ) 2
 CM1616  NAD 27      -  32 52 27.47225(N)    084 25 50.29091(W) AD(       ) 2
 CM1616  NGVD 29 (07/19/86)  231.77   (m)          760.4    (f) LEVELING    3  
 CM1616
 CM1616.Superseded values are not recommended for survey control.
 CM1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1616.See file dsdata.txt to determine how the superseded data were derived.
 CM1616
 CM1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4039940293(NAD 83)
 CM1616_MARKER: DD = SURVEY DISK
 CM1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1616
 CM1616  HISTORY     - Date     Condition        Report By
 CM1616  HISTORY     - 1974     MONUMENTED       GADT
 CM1616
 CM1616                          STATION DESCRIPTION
 CM1616
 CM1616'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1616'THE STATION IS LOCATED APPROXIMATELY 6 MILES WEST OF THOMASTON,
 CM1616'9-3/4 MILES NORTHEAST OF WOODLAND, AND 15 MILES NORTH-NORTHEAST
 CM1616'OF TALBOTTON ON THE PROPERTY OF DELONNIE CARROLL, JR.
 CM1616'
 CM1616'TO REACH THE STATION FROM THE FLINT RIVER BRIDGE (UPSON-TALBOT
 CM1616'COUNTY LINE) LOCATED ON STATE ROUTE 36, ABOUT 6-1/2 MILES
 CM1616'SOUTHWEST OF THOMASTON, TRAVEL NORTHEAST ON STATE ROUTE 36 FOR 1.8
 CM1616'MILES TO THE JUNCTION OF ROLAND ROAD (COUNTY ROAD 92102) TO THE
 CM1616'LEFT.  TURN LEFT, TRAVELING NORTHWESTERLY ON ROLAND ROAD FOR 1.25
 CM1616'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING
 CM1616'NORTHWESTERLY ON ROLAND ROAD FOR 0.15 MILE TO THE STATION ON
 CM1616'THE LEFT.
 CM1616'
 CM1616'THE STATION IS A STANDARD BRASS DISK STAMPED 145-200 SET IN THE
 CM1616'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1616'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1616'145-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1616'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 30.0 FEET
 CM1616'SOUTHWEST OF THE CENTERLINE OF THE ROADWAY, 2.7 FEET SOUTH OF A
 CM1616'WITNESS POST, 125.0 FEET EAST OF A 4 INCH TWIN CEDAR TREE, AND
 CM1616'182.0 FEET SOUTHEAST OF A 6 INCH CEDAR TREE.
 CM1616'
 CM1616'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-200 AZMK, SET
 CM1616'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1616'THE SURFACE OF THE GROUND.  IT IS LOCATED 31.0 FEET SOUTHWEST OF
 CM1616'THE CENTERLINE OF THE ROADWAY, 5.0 FEET WEST OF A WITNESS POST,
 CM1616'AND 22.5 FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1621 ***********************************************************************
 CM1621  DESIGNATION -  BV 145 201
 CM1621  PID         -  CM1621
 CM1621  STATE/COUNTY-  GA/UPSON
 CM1621  USGS QUAD   -  ROLAND (1971)
 CM1621
 CM1621                         *CURRENT SURVEY CONTROL
 CM1621  ___________________________________________________________________
 CM1621* NAD 83(1994)-  32 47 39.81567(N)    084 22 50.90146(W)     ADJUSTED  
 CM1621* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 CM1621  ___________________________________________________________________
 CM1621  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CM1621  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CM1621
 CM1621  HORZ ORDER  -  SECOND
 CM1621
 CM1621.The horizontal coordinates were established by classical geodetic methods
 CM1621.and adjusted by the National Geodetic Survey in September 1997..
 CM1621
 CM1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1621
 CM1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1621
 CM1621.The geoid height was determined by GEOID03.
 CM1621
 CM1621;                    North         East     Units Scale Factor Converg.
 CM1621;SPC GA W     -   309,821.632   679,943.694   MT  0.99990496   -0 06 57.5
 CM1621;SPC GA W     - 1,016,473.14  2,230,781.94   sFT  0.99990496   -0 06 57.5
 CM1621;UTM  16      - 3,631,531.494   745,275.694   MT  1.00034187   +1 25 09.6
 CM1621
 CM1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1621!SPC GA W     -   0.99997634  x   0.99990496  =   0.99988130
 CM1621!UTM  16      -   0.99997634  x   1.00034187  =   1.00031820
 CM1621
 CM1621:                Primary Azimuth Mark                     Grid Az
 CM1621:SPC GA W     -  BV 145 201 AZ MK                         098 43 40.0
 CM1621:UTM  16      -  BV 145 201 AZ MK                         097 11 32.9
 CM1621
 CM1621|---------------------------------------------------------------------|
 CM1621| PID    Reference Object                     Distance      Geod. Az  |
 CM1621|                                                           dddmmss.s |
 CM1621| CY8697 BV 145 201 AZ MK                                   0983642.5 |
 CM1621|---------------------------------------------------------------------|
 CM1621
 CM1621                          SUPERSEDED SURVEY CONTROL
 CM1621
 CM1621  NAD 83(1986)-  32 47 39.82088(N)    084 22 50.90036(W) AD(       ) 2
 CM1621  NAD 27      -  32 47 39.33202(N)    084 22 51.19101(W) AD(       ) 2
 CM1621  NGVD 29 (07/19/86)  177.9    (m)          584.     (f) VERT ANG       
 CM1621
 CM1621.Superseded values are not recommended for survey control.
 CM1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1621.See file dsdata.txt to determine how the superseded data were derived.
 CM1621
 CM1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4527631531(NAD 83)
 CM1621_MARKER: DD = SURVEY DISK
 CM1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1621
 CM1621  HISTORY     - Date     Condition        Report By
 CM1621  HISTORY     - 1974     MONUMENTED       GADT
 CM1621
 CM1621                          STATION DESCRIPTION
 CM1621
 CM1621'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1621'THE STATION IS LOCATED APPROXIMATELY 7-1/4 MILES SOUTH-SOUTHWEST
 CM1621'OF THOMASTON, 10-1/2 MILES WEST OF WOODLAND, AND 12-1/4 MILES
 CM1621'NORTHEAST OF TALBOTTON ON THE PROPERTY OF THE GEORGIA KRAFT
 CM1621'COMPANY.
 CM1621'
 CM1621'TO REACH THE STATION FROM THE COURTHOUSE IN THOMASTON, GO SOUTH
 CM1621'ON U.S. HIGHWAY 19 FOR 3.6 MILES TO THE JUNCTION OF PO BIDDY ROAD
 CM1621'(COUNTY ROAD 90656) TO THE RIGHT.  TURN RIGHT, GOING SOUTHEASTERLY
 CM1621'ON PO BIDDY ROAD FOR 3.1 MILES TO THE JUNCTION OF TALBOT-GORDON
 CM1621'SCHOOL ROAD (COUNTY ROAD 91435) TO THE RIGHT.  CONTINUE
 CM1621'SOUTHWESTERLY ALONG PO BIDDY ROAD FOR 1.55 MILES TO POTATO CREEK
 CM1621'BRIDGE AND THE JUNCTION OF FISH CAMP ROAD (COUNTY ROAD 128) TO
 CM1621'THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ON FISH CAMP ROAD
 CM1621'FOR 1.3 MILES TO THE JUNCTION OF A WOODS ROAD TO THE LEFT AND
 CM1621'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON FISH CAMP
 CM1621'ROAD FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROAD 127 FORKING
 CM1621'TO THE RIGHT.  CONTINUE WESTERLY ON FISH CAMP ROAD FOR 0.1
 CM1621'MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT ON A 6
 CM1621'FOOT CUT BANK.
 CM1621'
 CM1621'THE STATION IS A STANDARD BRASS DISK STAMPED 145-201, SET IN THE
 CM1621'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1621'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1621'145-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1621'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE
 CM1621'HIGHEST POINT ON THE HILL, 4.8 FEET NORTH-NORTHEAST OF A WITNESS
 CM1621'POST SET ON THE EDGE OF THE CUT BANK AND 30.0 FEET NORTH OF THE
 CM1621'CENTERLINE OF FISH CAMP ROAD.
 CM1621'
 CM1621'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-201 AZMK, SET
 CM1621'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1621'SURFACE OF THE GROUND.  IT IS LOCATED 42.0 FEET SOUTH OF THE
 CM1621'CENTERLINE OF FISH CAMP ROAD, 3.2 FEET SOUTHWEST OF A WITNESS
 CM1621'POST, 87.5 FEET SOUTHWEST OF A 6 INCH TWIN PINE TREE LOCATED IN
 CM1621'THE NORTHEAST QUADRANT OF THE JUNCTION OF THE WOODS ROAD AND
 CM1621'FISH CAMP ROAD, AND 26.5 FEET NORTH OF A 20 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1542 ***********************************************************************
 CM1542  DESIGNATION -  BV 145 202
 CM1542  PID         -  CM1542
 CM1542  STATE/COUNTY-  GA/UPSON
 CM1542  USGS QUAD   -  FICKLING MILL (1981)
 CM1542
 CM1542                         *CURRENT SURVEY CONTROL
 CM1542  ___________________________________________________________________
 CM1542* NAD 83(1994)-  32 44 58.09216(N)    084 14 46.55135(W)     ADJUSTED  
 CM1542* NAVD 88     -       157.1    (meters)     515.     (feet)  VERTCON   
 CM1542  ___________________________________________________________________
 CM1542  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CM1542  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CM1542
 CM1542  HORZ ORDER  -  SECOND
 CM1542
 CM1542.The horizontal coordinates were established by classical geodetic methods
 CM1542.and adjusted by the National Geodetic Survey in September 1997..
 CM1542
 CM1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1542
 CM1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1542
 CM1542.The geoid height was determined by GEOID03.
 CM1542
 CM1542;                    North         East     Units Scale Factor Converg.
 CM1542;SPC GA W     -   304,822.632   692,541.142   MT  0.99990069   -0 02 35.0
 CM1542;SPC GA W     - 1,000,072.25  2,272,112.06   sFT  0.99990069   -0 02 35.0
 CM1542;UTM  16      - 3,626,869.389   758,008.578   MT  1.00042091   +1 29 25.8
 CM1542
 CM1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1542!SPC GA W     -   0.99997955  x   0.99990069  =   0.99988024
 CM1542!UTM  16      -   0.99997955  x   1.00042091  =   1.00040045
 CM1542
 CM1542:                Primary Azimuth Mark                     Grid Az
 CM1542:SPC GA W     -  BV 145 202 AZ MK                         070 12 50.7
 CM1542:UTM  16      -  BV 145 202 AZ MK                         068 40 49.9
 CM1542
 CM1542|---------------------------------------------------------------------|
 CM1542| PID    Reference Object                     Distance      Geod. Az  |
 CM1542|                                                           dddmmss.s |
 CM1542| CY8698 BV 145 202 AZ MK                                   0701015.7 |
 CM1542|---------------------------------------------------------------------|
 CM1542
 CM1542                          SUPERSEDED SURVEY CONTROL
 CM1542
 CM1542  NAD 83(1986)-  32 44 58.09731(N)    084 14 46.55020(W) AD(       ) 2
 CM1542  NAD 27      -  32 44 57.59905(N)    084 14 46.85207(W) AD(       ) 2
 CM1542  NGVD 29 (07/19/86)  157.2    (m)          516.     (f) VERT ANG       
 CM1542
 CM1542.Superseded values are not recommended for survey control.
 CM1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1542.See file dsdata.txt to determine how the superseded data were derived.
 CM1542
 CM1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5800926869(NAD 83)
 CM1542_MARKER: DD = SURVEY DISK
 CM1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1542
 CM1542  HISTORY     - Date     Condition        Report By
 CM1542  HISTORY     - 1974     MONUMENTED       GADT
 CM1542
 CM1542                          STATION DESCRIPTION
 CM1542
 CM1542'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1542'THE STATION IS LOCATED APPROXIMATELY 10-1/2 MILES SOUTH-SOUTHEAST
 CM1542'OF THOMASTON, 12-3/4 MILES SOUTH-SOUTHWEST OF YATESVILLE, AND
 CM1542'13-3/4 MILES WEST OF ROBERTA ON THE PROPERTY OF MR. HARVEY
 CM1542'R. GREEN.
 CM1542'
 CM1542'TO REACH THE STATION FROM THE FLINT RIVER BRIDGE (TAYLOR-UPSON
 CM1542'COUNTY LINE) ON STATE ROUTE 3 (U.S. HIGHWAY 19), LOCATED ABOUT
 CM1542'13 MILES WEST OF ROBERTA, TRAVEL NORTH ON STATE ROUTE 3 FOR 3.3
 CM1542'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING
 CM1542'NORTHWESTERLY ON STATE ROUTE 3 FOR 0.2 MILE TO THE JUNCTION OF
 CM1542'ALLEN ROAD (COUNTY ROAD 174) TO THE RIGHT AND TWO DIRT DRIVEWAYS
 CM1542'TO THE LEFT.  TURN LEFT, TRAVELING SOUTHWEST ON THE
 CM1542'SOUTHERNMOST DRIVEWAY FOR 0.35 MILE TO A HAY SHED AND THE
 CM1542'STATION ON THE RIGHT.
 CM1542'
 CM1542'THE STATION IS A STANDARD BRASS DISK STAMPED 145-202, SET IN THE
 CM1542'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH ABOVE THE
 CM1542'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1542'STAMPED 145-202, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1542'APPROXIMATELY 33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1542'LOCATED 79.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 6.0
 CM1542'FEET SOUTHEAST OF A WITNESS POST, 30.8 FEET SOUTH OF THE EAST
 CM1542'CORNER OF THE HAY SHED, 64.0 FEET EAST OF THE SOUTH CORNER OF
 CM1542'THE SHED, 56.0 FEET NORTH OF A POWER POLE, AND 144.5 FEET EAST
 CM1542'OF A 20 INCH PINE TREE.
 CM1542'
 CM1542'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-202 AZMK, SET IN
 CM1542'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM1542'SURFACE OF THE GROUND.  IT IS LOCATED 37.0 FEET SOUTHWEST OF THE
 CM1542'CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTHWEST OF A WITNESS POST
 CM1542'SET AT A FENCELINE, 39.0 FEET WEST OF A 20 INCH CROSS DRAIN UNDER
 CM1542'THE HIGHWAY, AND 103.0 FEET NORTHEAST OF A POWER POLE ON THE
 CM1542'SOUTH SIDE OF THE FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1479 ***********************************************************************
 CM1479  DESIGNATION -  BV 145 203
 CM1479  PID         -  CM1479
 CM1479  STATE/COUNTY-  GA/UPSON
 CM1479  USGS QUAD   -  LOGTOWN (1974)
 CM1479
 CM1479                         *CURRENT SURVEY CONTROL
 CM1479  ___________________________________________________________________
 CM1479* NAD 83(1994)-  32 50 52.46381(N)    084 14 52.93262(W)     ADJUSTED  
 CM1479* NAVD 88     -       201.3    (meters)     660.     (feet)  VERTCON   
 CM1479  ___________________________________________________________________
 CM1479  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 CM1479  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CM1479
 CM1479  HORZ ORDER  -  SECOND
 CM1479
 CM1479.The horizontal coordinates were established by classical geodetic methods
 CM1479.and adjusted by the National Geodetic Survey in September 1997..
 CM1479
 CM1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1479
 CM1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1479
 CM1479.The geoid height was determined by GEOID03.
 CM1479
 CM1479;                    North         East     Units Scale Factor Converg.
 CM1479;SPC GA W     -   315,738.373   692,383.436   MT  0.99990072   -0 02 38.9
 CM1479;SPC GA W     - 1,035,884.98  2,271,594.66   sFT  0.99990072   -0 02 38.9
 CM1479;UTM  16      - 3,637,782.643   757,558.173   MT  1.00041803   +1 29 36.7
 CM1479
 CM1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1479!SPC GA W     -   0.99997264  x   0.99990072  =   0.99987336
 CM1479!UTM  16      -   0.99997264  x   1.00041803  =   1.00039066
 CM1479
 CM1479:                Primary Azimuth Mark                     Grid Az
 CM1479:SPC GA W     -  THOMASTON CABLE TV MAST                  287 16 03.3
 CM1479:UTM  16      -  THOMASTON CABLE TV MAST                  285 43 47.7
 CM1479
 CM1479|---------------------------------------------------------------------|
 CM1479| PID    Reference Object                     Distance      Geod. Az  |
 CM1479|                                                           dddmmss.s |
 CM1479| CM1598 THOMASTON CABLE TV MAST             APPROX.11.7 KM 2871324.4 |
 CM1479| CY8699 BV 145 203 AZ MK                                   3055352.7 |
 CM1479|---------------------------------------------------------------------|
 CM1479
 CM1479                          SUPERSEDED SURVEY CONTROL
 CM1479
 CM1479  NAD 83(1986)-  32 50 52.46916(N)    084 14 52.93160(W) AD(       ) 2
 CM1479  NAD 27      -  32 50 51.98381(N)    084 14 53.23225(W) AD(       ) 2
 CM1479  NGVD 29 (07/19/86)  201.4    (m)          661.     (f) VERT ANG       
 CM1479
 CM1479.Superseded values are not recommended for survey control.
 CM1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1479.See file dsdata.txt to determine how the superseded data were derived.
 CM1479
 CM1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5755837783(NAD 83)
 CM1479_MARKER: DD = SURVEY DISK
 CM1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1479
 CM1479  HISTORY     - Date     Condition        Report By
 CM1479  HISTORY     - 1974     MONUMENTED       GADT
 CM1479
 CM1479                          STATION DESCRIPTION
 CM1479
 CM1479'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1479'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTHEAST OF
 CM1479'THOMASTON, 7-1/2 MILES SOUTHWEST OF YATESVILLE, AND 16-1/4 MILES
 CM1479'NORTHWEST OF ROBERTA ON COUNTY RIGHT OF WAY.
 CM1479'
 CM1479'TO REACH THE STATION FROM THE COURTHOUSE IN THOMASTON, TRAVEL SOUTH
 CM1479'ON U.S. HIGHWAY 19 FOR 0.05 MILE TO THE JUNCTION OF LEE STREET
 CM1479'(COUNTY ROAD 90769) TO THE LEFT.  TURN LEFT, TRAVELING
 CM1479'SOUTHEASTERLY ON COUNTY ROAD 90769 FOR 5.0 MILES TO THE SWIFT
 CM1479'CREEK BRIDGE.  CONTINUE TRAVELING SOUTHEAST ON COUNTY ROAD 90769
 CM1479'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CM1479'TRAVELING SOUTHEAST ON THE COUNTY ROAD FOR 0.2 MILE TO THE
 CM1479'STATION ON THE RIGHT.
 CM1479'
 CM1479'THE STATION IS A STANDARD BRASS DISK STAMPED 145-203, SET IN
 CM1479'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1479'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1479'DISK STAMPED 145-203, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1479'APPROXIMATELY 24 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 CM1479'IS LOCATED 51.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CM1479'ROADWAY, 4.0 FEET NORTHEAST OF A WITNESS POST SET ON A
 CM1479'FENCELINE, 11.0 FEET WEST OF A TELEPHONE POLE, AND 193.5 FEET
 CM1479'EAST OF ANOTHER TELEPHONE POLE AT THE FENCELINE.
 CM1479'
 CM1479'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-203 AZMK, SET
 CM1479'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1479'THE SURFACE OF THE GROUND.  IT IS LOCATED 51.0 FEET NORTHEAST
 CM1479'OF THE CENTERLINE OF THE ROADWAY, 6.0 FEET NORTH OF A WITNESS
 CM1479'POST, AND 78.3 FEET SOUTHEAST OF A POWER POLE LOCATED ON THE
 CM1479'NORTH SIDE OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1614 ***********************************************************************
 CM1614  DESIGNATION -  BV 145 204
 CM1614  PID         -  CM1614
 CM1614  STATE/COUNTY-  GA/UPSON
 CM1614  USGS QUAD   -  LINCOLN PARK (1985)
 CM1614
 CM1614                         *CURRENT SURVEY CONTROL
 CM1614  ___________________________________________________________________
 CM1614* NAD 83(1994)-  32 52 30.28305(N)    084 17 18.55181(W)     ADJUSTED  
 CM1614* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 CM1614  ___________________________________________________________________
 CM1614  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 CM1614  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CM1614
 CM1614  HORZ ORDER  -  SECOND
 CM1614
 CM1614.The horizontal coordinates were established by classical geodetic methods
 CM1614.and adjusted by the National Geodetic Survey in September 1997..
 CM1614
 CM1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1614
 CM1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1614
 CM1614.The geoid height was determined by GEOID03.
 CM1614
 CM1614;                    North         East     Units Scale Factor Converg.
 CM1614;SPC GA W     -   318,755.147   688,600.655   MT  0.99990160   -0 03 58.1
 CM1614;SPC GA W     - 1,045,782.51  2,259,183.98   sFT  0.99990160   -0 03 58.1
 CM1614;UTM  16      - 3,640,698.257   753,693.824   MT  1.00039366   +1 28 21.4
 CM1614
 CM1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1614!SPC GA W     -   0.99996840  x   0.99990160  =   0.99987001
 CM1614!UTM  16      -   0.99996840  x   1.00039366  =   1.00036205
 CM1614
 CM1614:                Primary Azimuth Mark                     Grid Az
 CM1614:SPC GA W     -  BV 145 204 AZ MK                         128 42 29.3
 CM1614:UTM  16      -  BV 145 204 AZ MK                         127 10 09.8
 CM1614
 CM1614|---------------------------------------------------------------------|
 CM1614| PID    Reference Object                     Distance      Geod. Az  |
 CM1614|                                                           dddmmss.s |
 CM1614| CY8700 BV 145 204 AZ MK                                   1283831.2 |
 CM1614| CM1596 THOMASTON GOODRICH FABRIC W TK      APPROX. 4.9 KM 3135335.5 |
 CM1614| CM1591 THOMASTON GOODRICH FABRIC E TK      APPROX. 4.7 KM 3160931.2 |
 CM1614|---------------------------------------------------------------------|
 CM1614
 CM1614                          SUPERSEDED SURVEY CONTROL
 CM1614
 CM1614  NAD 83(1986)-  32 52 30.28856(N)    084 17 18.55067(W) AD(       ) 2
 CM1614  NAD 27      -  32 52 29.80911(N)    084 17 18.84455(W) AD(       ) 2
 CM1614  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 CM1614
 CM1614.Superseded values are not recommended for survey control.
 CM1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1614.See file dsdata.txt to determine how the superseded data were derived.
 CM1614
 CM1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5369440698(NAD 83)
 CM1614_MARKER: DD = SURVEY DISK
 CM1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1614
 CM1614  HISTORY     - Date     Condition        Report By
 CM1614  HISTORY     - 1974     MONUMENTED       GADT
 CM1614
 CM1614                          STATION DESCRIPTION
 CM1614
 CM1614'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1614'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-SOUTHEAST
 CM1614'OF THOMASTON, 8-3/4 MILES WEST-SOUTHWEST OF YATESVILLE, AND 17
 CM1614'MILES NORTHEAST OF WOODLAND ON COUNTY RIGHT OF WAY.
 CM1614'
 CM1614'TO REACH THE STATION FROM THE COURTHOUSE IN THOMASTON, TRAVEL
 CM1614'SOUTH ON U.S. HIGHWAY 19 (STATE ROUTE 3) FOR 0.05 MILE TO THE
 CM1614'JUNCTION OF LEE STREET (COUNTY ROAD 90769) TO THE LEFT.  TURN
 CM1614'LEFT ON LEE STREET TRAVELING SOUTHEASTERLY FOR 0.45 MILE TO
 CM1614'THE JUNCTION OF TRYUNE MILL ROAD (COUNTY ROAD) TO THE LEFT.  TURN
 CM1614'LEFT, TRAVELING EASTERLY ON TRYUNE MILL ROAD FOR 2.1 MILES TO
 CM1614'THE STATION ON THE RIGHT.
 CM1614'
 CM1614'THE STATION IS A STANDARD BRASS DISK STAMPED 145-204, SET IN
 CM1614'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 CM1614'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1614'STAMPED 145-204 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1614'29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 37.0
 CM1614'FEET SOUTHWEST OF THE CENTERLINE OF THE ROADWAY, 4.0 FEET
 CM1614'NORTHEAST OF A WITNESS POST SET ON A FENCELINE, 77.0 FEET
 CM1614'NORTHWEST OF A TELEPHONE POLE, 88.0 FEET SOUTHEAST OF A POWER
 CM1614'POLE, AND 90.0 FEET SOUTHWEST OF THE SOUTH CORNER OF A FENCE
 CM1614'AROUND ARROWHEAD LAKE MUN TANK.
 CM1614'
 CM1614'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1614'SOUTHEAST ON TRYUNE MILL ROAD FOR 0.15 MILE TO THE MARK ON THE
 CM1614'RIGHT.  IT IS A STANDARD DISK STAMPED 145-204 AZMK, SET IN THE
 CM1614'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1614'SURFACE OF THE GROUND.  IT IS LOCATED 37.0 FEET SOUTHWEST OF
 CM1614'THE CENTERLINE OF THE ROADWAY, 2.5 FEET NORTHEAST OF A WITNESS
 CM1614'POST SET ON A FENCELINE, 42.0 FEET NORTHWEST OF A TELEPHONE
 CM1614'POLE, AND 92.0 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1613 ***********************************************************************
 CM1613  DESIGNATION -  BV 145 205
 CM1613  PID         -  CM1613
 CM1613  STATE/COUNTY-  GA/UPSON
 CM1613  USGS QUAD   -  LINCOLN PARK (1985)
 CM1613
 CM1613                         *CURRENT SURVEY CONTROL
 CM1613  ___________________________________________________________________
 CM1613* NAD 83(1994)-  32 52 27.79133(N)    084 21 35.00522(W)     ADJUSTED  
 CM1613* NAVD 88     -       229.4    (meters)     753.     (feet)  VERTCON   
 CM1613  ___________________________________________________________________
 CM1613  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CM1613  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CM1613
 CM1613  HORZ ORDER  -  SECOND
 CM1613
 CM1613.The horizontal coordinates were established by classical geodetic methods
 CM1613.and adjusted by the National Geodetic Survey in September 1997..
 CM1613
 CM1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1613
 CM1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1613
 CM1613.The geoid height was determined by GEOID03.
 CM1613
 CM1613;                    North         East     Units Scale Factor Converg.
 CM1613;SPC GA W     -   318,688.336   681,934.473   MT  0.99990402   -0 06 17.2
 CM1613;SPC GA W     - 1,045,563.32  2,237,313.35   sFT  0.99990402   -0 06 17.2
 CM1613;UTM  16      - 3,640,452.354   747,028.707   MT  1.00035250   +1 26 01.9
 CM1613
 CM1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1613!SPC GA W     -   0.99996827  x   0.99990402  =   0.99987229
 CM1613!UTM  16      -   0.99996827  x   1.00035250  =   1.00032076
 CM1613
 CM1613:                Primary Azimuth Mark                     Grid Az
 CM1613:SPC GA W     -  THOMASTON MILLS TANK                     058 21 47.3
 CM1613:UTM  16      -  THOMASTON MILLS TANK                     056 49 28.2
 CM1613
 CM1613|---------------------------------------------------------------------|
 CM1613| PID    Reference Object                     Distance      Geod. Az  |
 CM1613|                                                           dddmmss.s |
 CM1613| CM1599 THOMASTON MILLS TANK                APPROX. 5.0 KM 0581530.1 |
 CM1613| CY8701 BV 145 205 AZ MK                                   0601224.5 |
 CM1613| CM1598 THOMASTON CABLE TV MAST             APPROX. 0.9 KM 3052923.6 |
 CM1613|---------------------------------------------------------------------|
 CM1613
 CM1613                          SUPERSEDED SURVEY CONTROL
 CM1613
 CM1613  NAD 83(1986)-  32 52 27.79670(N)    084 21 35.00418(W) AD(       ) 2
 CM1613  NAD 27      -  32 52 27.31716(N)    084 21 35.29320(W) AD(       ) 2
 CM1613  NGVD 29 (07/19/86)  229.5    (m)          753.     (f) VERT ANG       
 CM1613
 CM1613.Superseded values are not recommended for survey control.
 CM1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1613.See file dsdata.txt to determine how the superseded data were derived.
 CM1613
 CM1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4702940452(NAD 83)
 CM1613_MARKER: DD = SURVEY DISK
 CM1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1613
 CM1613  HISTORY     - Date     Condition        Report By
 CM1613  HISTORY     - 1974     MONUMENTED       GADT
 CM1613
 CM1613                          STATION DESCRIPTION
 CM1613
 CM1613'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1613'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF
 CM1613'THOMASTON, 13-1/4 MILES NORTHEAST OF WOODLAND, AND 15 MILES
 CM1613'SOUTHEAST OF WOODBURY ON THE PROPERTY OF MRS. A. O. ALBRITTON.
 CM1613'
 CM1613'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 74
 CM1613'AND 36, LOCATED IN THE WEST SECTION OF THOMASTON, TRAVEL SOUTHWEST
 CM1613'ON STATE ROUTE 36 FOR 2.05 MILES TO A CEMETERY ON THE LEFT AND
 CM1613'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING WEST ON STATE
 CM1613'ROUTE 36 FOR 0.25 MILE TO THE JUNCTION OF A CONCRETE DRIVEWAY TO
 CM1613'THE LEFT.  TURN LEFT, TRAVELING SOUTH ON THE DRIVEWAY AND A
 CM1613'FIELD ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CM1613'
 CM1613'THE STATION IS A STANDARD BRASS DISK STAMPED 145-205, SET IN THE
 CM1613'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1613'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1613'145-205, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32
 CM1613'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 24 FEET
 CM1613'EAST OF THE CENTERLINE OF THE FIELD ROAD, 14.0 FEET WEST OF A
 CM1613'WITNESS POST SET ON A FENCELINE, 216.0 FEET SOUTHEAST OF A 4
 CM1613'INCH CEDAR TREE ON THE EAST EDGE OF THE FIELD ROAD, AND 379.0
 CM1613'FEET NORTHEAST OF A METAL POWER POLE.
 CM1613'
 CM1613'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-205 AZMK, SET IN
 CM1613'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1613'SURFACE OF THE GROUND.  IT IS LOCATED 48.0 FEET NORTH OF THE
 CM1613'CENTERLINE OF THE ROADWAY, 3.0 FEET SOUTH OF A WITNESS POST,
 CM1613'113.0 FEET NORTH OF THE LEFT HAND CORNER OF THELMA HERRINGS
 CM1613'GRAVE STONE LOCATED ON THE SOUTH SIDE OF THE HIGHWAY, AND
 CM1613'121.0 FEET NORTHEAST OF A POWER POLE LOCATED AT THE JUNCTION
 CM1613'OF THE HIGHWAY AND A ROAD LEADING TO THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1626 ***********************************************************************
 CM1626  DESIGNATION -  BV 145 206
 CM1626  PID         -  CM1626
 CM1626  STATE/COUNTY-  GA/UPSON
 CM1626  USGS QUAD   -  SUNSET VILLAGE (1981)
 CM1626
 CM1626                         *CURRENT SURVEY CONTROL
 CM1626  ___________________________________________________________________
 CM1626* NAD 83(1994)-  32 56 09.30213(N)    084 22 53.85557(W)     ADJUSTED  
 CM1626* NAVD 88     -       241.3    (meters)     792.     (feet)  VERTCON   
 CM1626  ___________________________________________________________________
 CM1626  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CM1626  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CM1626
 CM1626  HORZ ORDER  -  SECOND
 CM1626
 CM1626.The horizontal coordinates were established by classical geodetic methods
 CM1626.and adjusted by the National Geodetic Survey in September 1997..
 CM1626
 CM1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1626
 CM1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1626
 CM1626.The geoid height was determined by GEOID03.
 CM1626
 CM1626;                    North         East     Units Scale Factor Converg.
 CM1626;SPC GA W     -   325,515.569   679,898.789   MT  0.99990498   -0 07 00.7
 CM1626;SPC GA W     - 1,067,962.33  2,230,634.61   sFT  0.99990498   -0 07 00.7
 CM1626;UTM  16      - 3,647,225.402   744,809.308   MT  1.00033903   +1 25 27.6
 CM1626
 CM1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1626!SPC GA W     -   0.99996645  x   0.99990498  =   0.99987143
 CM1626!UTM  16      -   0.99996645  x   1.00033903  =   1.00030547
 CM1626
 CM1626:                Primary Azimuth Mark                     Grid Az
 CM1626:SPC GA W     -  THOMASTON GA DOT RAD MAST                033 24 58.5
 CM1626:UTM  16      -  THOMASTON GA DOT RAD MAST                031 52 30.2
 CM1626
 CM1626|---------------------------------------------------------------------|
 CM1626| PID    Reference Object                     Distance      Geod. Az  |
 CM1626|                                                           dddmmss.s |
 CM1626| CM1611 THOMASTON GA DOT RAD MAST           APPROX. 8.0 KM 0331757.8 |
 CM1626| CY8702 BV 145 206 AZ MK                                   0910132.8 |
 CM1626| CM1598 THOMASTON CABLE TV MAST             APPROX. 6.4 KM 1681339.2 |
 CM1626|---------------------------------------------------------------------|
 CM1626
 CM1626                          SUPERSEDED SURVEY CONTROL
 CM1626
 CM1626  NAD 83(1986)-  32 56 09.30778(N)    084 22 53.85486(W) AD(       ) 2
 CM1626  NAD 27      -  32 56 08.83731(N)    084 22 54.14090(W) AD(       ) 2
 CM1626  NGVD 29 (07/19/86)  241.3    (m)          792.     (f) VERT ANG       
 CM1626
 CM1626.Superseded values are not recommended for survey control.
 CM1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1626.See file dsdata.txt to determine how the superseded data were derived.
 CM1626
 CM1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4480947225(NAD 83)
 CM1626_MARKER: DD = SURVEY DISK
 CM1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1626+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 CM1626
 CM1626  HISTORY     - Date     Condition        Report By
 CM1626  HISTORY     - 1974     MONUMENTED       GADT
 CM1626  HISTORY     - 20010226 GOOD             GADT
 CM1626
 CM1626                          STATION DESCRIPTION
 CM1626
 CM1626'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1626'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES NORTHWEST OF
 CM1626'THOMASTON, 12 MILES EAST-SOUTHEAST OF WOODBURY, AND 15-1/2 MILES
 CM1626'SOUTHWEST OF BARNESVILLE ON THE PROPERTY OF MR. ALDINE TAYLOR.
 CM1626'
 CM1626'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 3E
 CM1626'(U.S. HIGHWAY 19) AND STATE ROUTE 74, LOCATED IN THOMASTON, TRAVEL
 CM1626'NORTH ON STATE ROUTE 3 FOR 2.1 MILES TO THE POTATO CREEK
 CM1626'BRIDGE.  CONTINUE TRAVELING NORTH FOR 1.3 MILES TO THE JUNCTION OF
 CM1626'JEFF DAVIS ROAD (COUNTY ROAD 91069) TO THE LEFT.  TURN LEFT,
 CM1626'TRAVELING WEST ON JEFF DAVIS ROAD FOR 2.2 MILES TO THE AZIMUTH
 CM1626'MARK ON THE RIGHT.  CONTINUE TRAVELING WEST ON JEFF DAVIS ROAD
 CM1626'FOR 0.7 MILE TO THE JUNCTION OF A DRIVEWAY TO THE TAYLOR
 CM1626'RESIDENCE TO THE LEFT.  TURN LEFT, TRAVELING SOUTH ON THE
 CM1626'DRIVEWAY WHICH BECOMES A FIELD ROAD FOR 0.2 MILE TO A MILK
 CM1626'BARN ON THE RIGHT AND THE STATION ON THE LEFT.
 CM1626'
 CM1626'THE STATION IS A STANDARD BRASS DISK STAMPED 145-206, SET IN THE
 CM1626'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1626'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1626'145-206, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY .80
 CM1626'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 23.0 FEET
 CM1626'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 8.5 FEET WEST OF A
 CM1626'POWER POLE, 2.8 FEET SOUTHWEST OF A WITNESS POST, AND 41.0 FEET
 CM1626'EAST OF THE EAST CORNER OF A DAIRY BARN BUILDING (CONCRETE
 CM1626'BLOCK).
 CM1626'
 CM1626'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-206 AZMK, SET IN
 CM1626'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1626'SURFACE OF THE GROUND.  IT IS LOCATED 32.0 FEET NORTHEAST OF THE
 CM1626'CENTERLINE OF JEFF DAVIS ROAD, 1.8 FEET SOUTHWEST OF A WITNESS
 CM1626'POST, 42.0 FEET SOUTHEAST OF A POWER POLE, AND 137.0 FEET WEST OF
 CM1626'THE NORTHWEST CORNER OF THE NEW BETHEL CHURCH BUILDING.
 CM1626
 CM1626                          STATION RECOVERY (2001)
 CM1626
 CM1626'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CM1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1623 ***********************************************************************
 CM1623  DESIGNATION -  BV 145 207
 CM1623  PID         -  CM1623
 CM1623  STATE/COUNTY-  GA/UPSON
 CM1623  USGS QUAD   -  SUNSET VILLAGE (1981)
 CM1623
 CM1623                         *CURRENT SURVEY CONTROL
 CM1623  ___________________________________________________________________
 CM1623* NAD 83(1994)-  32 56 03.47818(N)    084 29 21.05200(W)     ADJUSTED  
 CM1623* NAVD 88     -       322.7    (meters)    1059.     (feet)  VERTCON   
 CM1623  ___________________________________________________________________
 CM1623  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 CM1623  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CM1623
 CM1623  HORZ ORDER  -  SECOND
 CM1623
 CM1623.The horizontal coordinates were established by classical geodetic methods
 CM1623.and adjusted by the National Geodetic Survey in September 1997..
 CM1623
 CM1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1623
 CM1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1623
 CM1623.The geoid height was determined by GEOID03.
 CM1623
 CM1623;                    North         East     Units Scale Factor Converg.
 CM1623;SPC GA W     -   325,361.819   669,840.620   MT  0.99991121   -0 10 31.2
 CM1623;SPC GA W     - 1,067,457.90  2,197,635.43   sFT  0.99991121   -0 10 31.2
 CM1623;UTM  16      - 3,646,801.030   734,754.879   MT  1.00027956   +1 21 56.5
 CM1623
 CM1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1623!SPC GA W     -   0.99995370  x   0.99991121  =   0.99986491
 CM1623!UTM  16      -   0.99995370  x   1.00027956  =   1.00023325
 CM1623
 CM1623:                Primary Azimuth Mark                     Grid Az
 CM1623:SPC GA W     -  BV 145 207 AZ MK                         068 35 18.1
 CM1623:UTM  16      -  BV 145 207 AZ MK                         067 02 50.4
 CM1623
 CM1623|---------------------------------------------------------------------|
 CM1623| PID    Reference Object                     Distance      Geod. Az  |
 CM1623|                                                           dddmmss.s |
 CM1623| CY8703 BV 145 207 AZ MK                                   0682446.9 |
 CM1623| CM1624 BV 145 207 GADT 1974 PTA             20.271 METERS 09436     |
 CM1623|---------------------------------------------------------------------|
 CM1623
 CM1623                          SUPERSEDED SURVEY CONTROL
 CM1623
 CM1623  NAD 83(1986)-  32 56 03.48389(N)    084 29 21.05148(W) AD(       ) 2
 CM1623  NAD 27      -  32 56 03.01874(N)    084 29 21.32823(W) AD(       ) 2
 CM1623  NGVD 29 (07/19/86)  322.7    (m)         1059.     (f) VERT ANG       
 CM1623
 CM1623.Superseded values are not recommended for survey control.
 CM1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1623.See file dsdata.txt to determine how the superseded data were derived.
 CM1623
 CM1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3475546801(NAD 83)
 CM1623_MARKER: DD = SURVEY DISK
 CM1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1623
 CM1623  HISTORY     - Date     Condition        Report By
 CM1623  HISTORY     - 1974     MONUMENTED       GADT
 CM1623
 CM1623                          STATION DESCRIPTION
 CM1623
 CM1623'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1623'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTHEAST OF
 CM1623'WOODBURY, 11 MILES NORTH-NORTHEAST OF WOODLAND, AND 10 MILES
 CM1623'WEST-NORTHWEST OF THOMASTON ON COUNTY RIGHT OF WAY.
 CM1623'
 CM1623'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 74
 CM1623'AND U.S. HIGHWAY 19, LOCATED AT THE COURTHOUSE IN THOMASTON,
 CM1623'TRAVEL WEST ON STATE ROUTE 74 FOR 2.5 MILES TO THE POTATO CREEK
 CM1623'BRIDGE.  CONTINUE TRAVELING WESTERLY ON STATE ROUTE 74 FOR 2.7
 CM1623'MILES TO THE JUNCTION OF SUNNYSIDE ROAD (COUNTY ROAD 98)
 CM1623'CROSSING.  CONTINUE TRAVELING WESTERLY ON STATE ROUTE 74 FOR 2.0
 CM1623'MILES TO THE JOHN THURSTON SCHOOL ON THE RIGHT.  CONTINUE
 CM1623'TRAVELING WESTERLY ON STATE ROUTE 74 FOR 2.2 MILES TO THE
 CM1623'JUNCTION OF PLEASANT VALLEY ROAD (COUNTY ROAD 57) TO THE LEFT.
 CM1623'TURN LEFT, TRAVELING WEST ON THE COUNTY ROAD FOR 0.8 MILE TO THE
 CM1623'TERMINATION OF THIS SECTION OF PLEASANT VALLEY ROAD AND THE
 CM1623'CROSSING OF HENDRICKS ROAD (COUNTY ROAD 92102).  TURN
 CM1623'RIGHT, TRAVELING NORTHWESTERLY ON HENDRICKS ROAD FOR 0.1
 CM1623'MILE TO THE JUNCTION OF PLEASANT VALLEY ROAD (COUNTY ROAD 54)
 CM1623'TO THE LEFT, HENDRICKS ROAD (NOW COUNTY ROAD 55) FORKING TO
 CM1623'THE RIGHT, AND LAWRENCE ROAD (COUNTY ROAD 92102) AHEAD.  TURN
 CM1623'LEFT, TRAVELING WESTERLY ON PLEASANT VALLEY ROAD FOR 1.5
 CM1623'MILES TO THE STATION ON THE LEFT.
 CM1623'
 CM1623'THE STATION IS A STANDARD BRASS DISK STAMPED 145-207, SET IN THE
 CM1623'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1623'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1623'145-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1623'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 39.0 FEET
 CM1623'SOUTH OF THE CENTERLINE OF THE ROADWAY, 4.5 FEET NORTH OF A
 CM1623'WITNESS POST, 53.5 FEET SOUTHWEST OF A TELEPHONE POLE, AND 91.0
 CM1623'FEET SOUTHEAST OF AN 18 INCH WALNUT TREE ON THE NORTH SIDE OF
 CM1623'THE ROAD.
 CM1623'
 CM1623'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF PLEASANT VALLEY
 CM1623'ROAD, LAWRENCE ROAD, AND HENDRICKS ROAD, TRAVEL NORTHWESTERLY
 CM1623'ON LAWRENCE ROAD (COUNTY ROAD 92102) FOR 0.2 MILE TO THE MARK ON
 CM1623'THE RIGHT.  IT IS A STANDARD DISK STAMPED 145-207 AZMK, SET IN
 CM1623'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1623'SURFACE OF THE GROUND.  IT IS LOCATED 29.0 FEET NORTHEAST OF THE
 CM1623'CENTERLINE OF THE ROADWAY, 1.5 FEET SOUTHWEST OF A WITNESS
 CM1623'POST, AND 9.4 FEET SOUTH OF A 10 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1474 ***********************************************************************
 CM1474  DESIGNATION -  BV 145 208
 CM1474  PID         -  CM1474
 CM1474  STATE/COUNTY-  GA/UPSON
 CM1474  USGS QUAD   -  LOGTOWN (1974)
 CM1474
 CM1474                         *CURRENT SURVEY CONTROL
 CM1474  ___________________________________________________________________
 CM1474* NAD 83(1994)-  32 45 09.49068(N)    084 10 34.81945(W)     ADJUSTED  
 CM1474* NAVD 88     -       155.4    (meters)     510.     (feet)  VERTCON   
 CM1474  ___________________________________________________________________
 CM1474  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 CM1474  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CM1474
 CM1474  HORZ ORDER  -  SECOND
 CM1474
 CM1474.The horizontal coordinates were established by classical geodetic methods
 CM1474.and adjusted by the National Geodetic Survey in September 1997..
 CM1474
 CM1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1474
 CM1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1474
 CM1474.The geoid height was determined by GEOID03.
 CM1474
 CM1474;                    North         East     Units Scale Factor Converg.
 CM1474;SPC GA W     -   305,170.973   699,093.691   MT  0.99990001   -0 00 18.8
 CM1474;SPC GA W     - 1,001,215.10  2,293,609.88   sFT  0.99990001   -0 00 18.8
 CM1474;UTM  16      - 3,627,393.263   764,552.999   MT  1.00046309   +1 31 42.7
 CM1474
 CM1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1474!SPC GA W     -   0.99997981  x   0.99990001  =   0.99987982
 CM1474!UTM  16      -   0.99997981  x   1.00046309  =   1.00044289
 CM1474
 CM1474:                Primary Azimuth Mark                     Grid Az
 CM1474:SPC GA W     -  BV 145 208 AZ MK                         268 22 46.8
 CM1474:UTM  16      -  BV 145 208 AZ MK                         266 50 45.3
 CM1474
 CM1474|---------------------------------------------------------------------|
 CM1474| PID    Reference Object                     Distance      Geod. Az  |
 CM1474|                                                           dddmmss.s |
 CM1474| CY8704 BV 145 208 AZ MK                                   2682228.0 |
 CM1474|---------------------------------------------------------------------|
 CM1474
 CM1474                          SUPERSEDED SURVEY CONTROL
 CM1474
 CM1474  NAD 83(1986)-  32 45 09.49578(N)    084 10 34.81820(W) AD(       ) 2
 CM1474  NAD 27      -  32 45 08.99575(N)    084 10 35.12709(W) AD(       ) 2
 CM1474  NGVD 29 (07/19/86)  155.5    (m)          510.     (f) VERT ANG       
 CM1474
 CM1474.Superseded values are not recommended for survey control.
 CM1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1474.See file dsdata.txt to determine how the superseded data were derived.
 CM1474
 CM1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6455327393(NAD 83)
 CM1474_MARKER: DD = SURVEY DISK
 CM1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1474
 CM1474  HISTORY     - Date     Condition        Report By
 CM1474  HISTORY     - 1974     MONUMENTED       GADT
 CM1474
 CM1474                          STATION DESCRIPTION
 CM1474
 CM1474'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1474'THE STATION IS LOCATED APPROXIMATELY 9-3/4 MILES WEST-NORTHWEST
 CM1474'OF ROBERTA, 11-1/4 MILES SOUTH-SOUTHWEST OF YATESVILLE, AND 12-3/4
 CM1474'MILES SOUTHEAST OF THOMASTON ON STATE RIGHT OF WAY.
 CM1474'
 CM1474'TO REACH THE STATION FROM THE FLINT RIVER BRIDGE (UPSON AND
 CM1474'TAYLOR COUNTY LINE) ON U.S. HIGHWAY 19, LOCATED ABOUT 12-1/2
 CM1474'MILES SOUTH-SOUTHEAST OF THOMASTON, TRAVEL NORTHEASTERLY ON
 CM1474'U.S. HIGHWAY 19 FOR 1.3 MILES TO THE JUNCTION OF U.S. HIGHWAY
 CM1474'80 (STATE ROUTE 22) TO THE RIGHT.  TURN RIGHT, TRAVELING
 CM1474'NORTHEASTERLY ON U.S. HIGHWAY 80 FOR 1.6 MILES TO THE JUNCTION
 CM1474'OF ALLEN ROAD (COUNTY ROAD 174) TO THE LEFT.  CONTINUE
 CM1474'TRAVELING EASTERLY ON U.S. HIGHWAY 80 FOR 0.85 MILE TO THE
 CM1474'AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING EASTERLY ON U.S.
 CM1474'HIGHWAY 80 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 CM1474'
 CM1474'THE STATION IS A STANDARD BRASS DISK STAMPED 145-208, SET
 CM1474'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CM1474'THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 CM1474'DISK STAMPED 145-208, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1474'APPROXIMATELY 29 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1474'LOCATED 51.5 FEET NORTH OF THE CENTERLINE OF THE ROADWAY, 12.3
 CM1474'FEET SOUTH OF A WITNESS POST, 12.8 FEET SOUTH OF A POWER POLE,
 CM1474'60.0 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 CM1474'ROADWAY AND A FIELD ROAD TO THE SOUTH, AND 146.0 FEET
 CM1474'NORTHEAST OF THE POINT OF INTERSECTION OF THE ROADWAY AND A
 CM1474'DRIVEWAY TO THE NORTH.
 CM1474'
 CM1474'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-208 AZMK, SET
 CM1474'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1474'SURFACE OF THE GROUND.  IT IS LOCATED 58.0 FEET SOUTH OF THE
 CM1474'CENTERLINE OF THE ROADWAY, 4.0 FEET SOUTH OF A WITNESS POST,
 CM1474'28.2 FEET NORTHWEST OF A 10 INCH PINE TREE, AND 75.0 FEET
 CM1474'SOUTHEAST OF THE POINT OF INTERSECTION OF THE ROADWAY AND A
 CM1474'DRIVEWAY TO THE NORTH LEADING TO A CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1475 ***********************************************************************
 CM1475  DESIGNATION -  BV 145 209
 CM1475  PID         -  CM1475
 CM1475  STATE/COUNTY-  GA/UPSON
 CM1475  USGS QUAD   -  LOGTOWN (1974)
 CM1475
 CM1475                         *CURRENT SURVEY CONTROL
 CM1475  ___________________________________________________________________
 CM1475* NAD 83(1994)-  32 47 09.63801(N)    084 12 30.53411(W)     ADJUSTED  
 CM1475* NAVD 88     -       186.5    (meters)     612.     (feet)  VERTCON   
 CM1475  ___________________________________________________________________
 CM1475  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CM1475  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CM1475
 CM1475  HORZ ORDER  -  SECOND
 CM1475
 CM1475.The horizontal coordinates were established by classical geodetic methods
 CM1475.and adjusted by the National Geodetic Survey in September 1997..
 CM1475
 CM1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1475
 CM1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1475
 CM1475.The geoid height was determined by GEOID03.
 CM1475
 CM1475;                    North         East     Units Scale Factor Converg.
 CM1475;SPC GA W     -   308,872.553   696,083.237   MT  0.99990019   -0 01 21.5
 CM1475;SPC GA W     - 1,013,359.37  2,283,733.09   sFT  0.99990019   -0 01 21.5
 CM1475;UTM  16      - 3,631,014.903   761,442.786   MT  1.00044291   +1 30 44.9
 CM1475
 CM1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1475!SPC GA W     -   0.99997494  x   0.99990019  =   0.99987513
 CM1475!UTM  16      -   0.99997494  x   1.00044291  =   1.00041784
 CM1475
 CM1475|---------------------------------------------------------------------|
 CM1475| PID    Reference Object                     Distance      Geod. Az  |
 CM1475|                                                           dddmmss.s |
 CM1475| CY8706 BV 145 209 RM 1                      25.867 METERS 17854     |
 CM1475| CY8705 BV 145 209 AZ MK                                   1863953.0 |
 CM1475| CY8707 BV 145 209 RM 2                      15.631 METERS 27213     |
 CM1475|---------------------------------------------------------------------|
 CM1475
 CM1475                          SUPERSEDED SURVEY CONTROL
 CM1475
 CM1475  NAD 83(1986)-  32 47 09.64315(N)    084 12 30.53285(W) AD(       ) 2
 CM1475  NAD 27      -  32 47 09.14680(N)    084 12 30.83788(W) AD(       ) 2
 CM1475  NGVD 29 (07/19/86)  186.6    (m)          612.     (f) VERT ANG       
 CM1475
 CM1475.Superseded values are not recommended for survey control.
 CM1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1475.See file dsdata.txt to determine how the superseded data were derived.
 CM1475
 CM1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6144331015(NAD 83)
 CM1475_MARKER: DD = SURVEY DISK
 CM1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1475
 CM1475  HISTORY     - Date     Condition        Report By
 CM1475  HISTORY     - 1974     MONUMENTED       GADT
 CM1475
 CM1475                          STATION DESCRIPTION
 CM1475
 CM1475'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1475'THE STATION IS LOCATED APPROXIMATELY 9-1/2 MILES SOUTH-SOUTHWEST
 CM1475'OF YATESVILLE, 10 MILES SOUTHEAST OF THOMASTON, AND 12 MILES
 CM1475'NORTHWEST OF ROBERTA ON THE PROPERTY OF THE GEORGIA KRAFT COMPANY.
 CM1475'
 CM1475'TO REACH THE STATION FROM THE FLINT RIVER BRIDGE (UPSON AND
 CM1475'TAYLOR COUNTY LINE) ON U.S. HIGHWAY 19, LOCATED ABOUT 12-1/2
 CM1475'MILES SOUTH-SOUTHEAST OF THOMASTON, TRAVEL NORTHEASTERLY ON
 CM1475'U.S. HIGHWAY 19 FOR 1.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 80
 CM1475'TO THE RIGHT.  TURN RIGHT, TRAVELING NORTHEASTERLY ON U.S.
 CM1475'HIGHWAY 80 FOR 1.6 MILES TO THE JUNCTION OF ALLEN ROAD (COUNTY
 CM1475'ROAD 174) TO THE LEFT.  TURN LEFT, TRAVELING WESTERLY ON ALLEN
 CM1475'ROAD FOR 1.3 MILES TO THE JUNCTION OF FLORETTA ROAD (COUNTY ROAD
 CM1475'179) TO THE RIGHT.  TURN RIGHT, TRAVELING NORTH ON FLORETTA
 CM1475'ROAD FOR 0.55 MILE TO THE TERMINATION OF FLORETTA ROAD AND
 CM1475'THE CROSSING OF WILMOT MILL ROAD (COUNTY ROAD 180).  TURN RIGHT,
 CM1475'TRAVELING NORTHEASTERLY ON WILMOT MILL ROAD FOR 0.9 MILE TO THE
 CM1475'JUNCTION OF A LOGGING ROAD TO THE LEFT.  TURN LEFT, TRAVELING
 CM1475'NORTHWESTERLY ON THE LOGGING ROAD FOR 0.5 MILE TO A SMALL CREEK
 CM1475'BRIDGE.  CONTINUE TRAVELING NORTHWESTERLY ON THE LOGGING
 CM1475'ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CM1475'
 CM1475'THE STATION IS A STANDARD BRASS DISK STAMPED 145-209, SET IN THE
 CM1475'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE
 CM1475'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1475'STAMPED 145-209, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1475'APPROXIMATELY 28 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1475'LOCATED 98.0 FEET NORTHEAST OF THE CENTERLINE OF THE LOGGING
 CM1475'ROAD AND 3.0 FEET SOUTH OF A WITNESS POST.
 CM1475'
 CM1475'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 145-209 RM 1, SET
 CM1475'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM1475'THE SURFACE OF THE GROUND.  IT IS LOCATED 2.0 FEET NORTH OF A
 CM1475'WITNESS POST.
 CM1475'
 CM1475'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 145-209 RM 2, SET
 CM1475'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE
 CM1475'THE SURFACE OF THE GROUND.  IT IS LOCATED 2.0 FEET NORTH OF A
 CM1475'WITNESS POST.
 CM1475'
 CM1475'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE LOGGING ROAD
 CM1475'AND WILMOT MILL ROAD, TRAVEL NORTHEAST ON WILMOT MILL ROAD FOR
 CM1475'0.2 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED
 CM1475'145-209 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1475'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 24.0
 CM1475'FEET NORTH OF THE CENTERLINE OF THE ROADWAY, 2.5 FEET NORTHEAST
 CM1475'OF A WITNESS POST, 49.0 FEET NORTHWEST OF A 10 INCH PINE TREE,
 CM1475'AND 51.0 FEET NORTH OF AN 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1477 ***********************************************************************
 CM1477  DESIGNATION -  BV 145 210
 CM1477  PID         -  CM1477
 CM1477  STATE/COUNTY-  GA/UPSON
 CM1477  USGS QUAD   -  LOGTOWN (1974)
 CM1477
 CM1477                         *CURRENT SURVEY CONTROL
 CM1477  ___________________________________________________________________
 CM1477* NAD 83(1994)-  32 48 26.71309(N)    084 09 26.99881(W)     ADJUSTED  
 CM1477* NAVD 88     -       171.     (meters)     561.     (feet)  VERTCON   
 CM1477  ___________________________________________________________________
 CM1477  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CM1477  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CM1477
 CM1477  HORZ ORDER  -  SECOND
 CM1477
 CM1477.The horizontal coordinates were established by classical geodetic methods
 CM1477.and adjusted by the National Geodetic Survey in September 1997..
 CM1477
 CM1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1477
 CM1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1477
 CM1477.The geoid height was determined by GEOID03.
 CM1477
 CM1477;                    North         East     Units Scale Factor Converg.
 CM1477;SPC GA W     -   311,245.938   700,858.456   MT  0.99990001   +0 00 17.9
 CM1477;SPC GA W     - 1,021,146.05  2,299,399.78   sFT  0.99990001   +0 00 17.9
 CM1477;UTM  16      - 3,633,516.797   766,155.318   MT  1.00047357   +1 32 27.7
 CM1477
 CM1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1477!SPC GA W     -   0.99997738  x   0.99990001  =   0.99987739
 CM1477!UTM  16      -   0.99997738  x   1.00047357  =   1.00045094
 CM1477
 CM1477:                Primary Azimuth Mark                     Grid Az
 CM1477:SPC GA W     -  BV 145 210 AZ MK                         195 46 45.5
 CM1477:UTM  16      -  BV 145 210 AZ MK                         194 14 35.7
 CM1477
 CM1477|---------------------------------------------------------------------|
 CM1477| PID    Reference Object                     Distance      Geod. Az  |
 CM1477|                                                           dddmmss.s |
 CM1477| CY8708 BV 145 210 AZ MK                                   1954703.4 |
 CM1477| CM1476 BV 145 210 GADT 1974 PTA             30.101 METERS 25942     |
 CM1477| CM1478 DIANE                               APPROX. 3.3 KM 3080143.9 |
 CM1477|---------------------------------------------------------------------|
 CM1477
 CM1477                          SUPERSEDED SURVEY CONTROL
 CM1477
 CM1477  NAD 83(1986)-  32 48 26.71849(N)    084 09 26.99756(W) AD(       ) 2
 CM1477  NAD 27      -  32 48 26.22703(N)    084 09 27.30701(W) AD(       ) 2
 CM1477  NGVD 29 (07/19/86)  171.     (m)          561.     (f) VERT ANG       
 CM1477
 CM1477.Superseded values are not recommended for survey control.
 CM1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1477.See file dsdata.txt to determine how the superseded data were derived.
 CM1477
 CM1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6615533517(NAD 83)
 CM1477_MARKER: DD = SURVEY DISK
 CM1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1477
 CM1477  HISTORY     - Date     Condition        Report By
 CM1477  HISTORY     - 1974     MONUMENTED       GADT
 CM1477
 CM1477                          STATION DESCRIPTION
 CM1477
 CM1477'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1477'THE STATION IS LOCATED APPROXIMATELY 7-1/2 MILES SOUTH OF
 CM1477'YATESVILLE, 10-1/2 MILES NORTHWEST OF ROBERTA, AND 11-1/4 MILES
 CM1477'SOUTHEAST OF THOMASTON ON COUNTY RIGHT OF WAY.
 CM1477'
 CM1477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CM1477'(STATE ROUTE 22) AND U.S. HIGHWAY 341 (STATE ROUTE 42), LOCATED
 CM1477'IN ROBERTA, TRAVEL WESTERLY ON U.S. HIGHWAY 80 FOR 3.2 MILES TO
 CM1477'THE JUNCTION OF CRAWFORD COUNTY ROAD 134 TO THE RIGHT.  CONTINUE
 CM1477'TRAVELING WESTERLY ON U.S. HIGHWAY 80 FOR 3.55 MILES TO THE
 CM1477'ULCOHATCHEE CREEK BRIDGE.  CONTINUE TRAVELING WESTERLY ON
 CM1477'U.S. HIGHWAY 80 FOR 3.0 MILES TO THE CROSSING OF CRAWFORD
 CM1477'COUNTY ROAD 93.  TURN RIGHT, TRAVELING NORTHERLY ON CRAWFORD
 CM1477'COUNTY ROAD 93 (BECOMES UPSON COUNTY ROAD 184) FOR 2.5
 CM1477'MILES TO THE JUNCTION OF WILMONT MILL ROAD (COUNTY ROAD
 CM1477'183) TO THE LEFT.  CONTINUE TRAVELING NORTHERLY ON
 CM1477'COUNTY ROAD 184 (BECOMES COUNTY ROAD 185 AT THE JUNCTION OF
 CM1477'SANDY HARVEY ROAD TO THE RIGHT) FOR 0.95 MILE TO THE JUNCTION OF
 CM1477'JACK ROAD (COUNTY ROAD 90769) TO THE LEFT.  CONTINUE
 CM1477'TRAVELING NORTHERLY ON COUNTY ROAD 185 FOR 0.45 MILE TO THE
 CM1477'AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING NORTHERLY ON COUNTY
 CM1477'ROAD 185 FOR 0.15 MILE TO THE STATION ON THE LEFT ON A 10 FOOT
 CM1477'CUT-BANK.
 CM1477'
 CM1477'THE STATION IS A STANDARD BRASS DISK STAMPED 145-210, SET IN THE
 CM1477'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1477'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1477'145-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM1477'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 56.0 FEET
 CM1477'WEST OF THE CENTERLINE OF THE ROADWAY, 2.5 FEET EAST OF A
 CM1477'WITNESS POST, AND 116.0 FEET SOUTHWEST OF THE POINT OF
 CM1477'INTERSECTION OF THE CENTERLINE OF A SERVICE ROAD TO THE WEST AND
 CM1477'THE COUNTY ROAD.
 CM1477'
 CM1477'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-210 AZMK, SET
 CM1477'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1477'SURFACE OF THE GROUND.  IT IS LOCATED 25.0 FEET WEST OF THE
 CM1477'CENTERLINE OF THE ROADWAY, 2.5 FEET EAST OF A WITNESS POST, 142.0
 CM1477'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PLEASANT HILL CHURCH,
 CM1477'AND 8.5 FEET SOUTH OF AN IRON PIN PROPERTY CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1603 ***********************************************************************
 CM1603  DESIGNATION -  BV 145 211
 CM1603  PID         -  CM1603
 CM1603  STATE/COUNTY-  GA/UPSON
 CM1603  USGS QUAD   -  THOMASTON (1985)
 CM1603
 CM1603                         *CURRENT SURVEY CONTROL
 CM1603  ___________________________________________________________________
 CM1603* NAD 83(1994)-  32 55 36.86734(N)    084 18 52.25799(W)     ADJUSTED  
 CM1603* NAVD 88     -       227.9    (meters)     748.     (feet)  VERTCON   
 CM1603  ___________________________________________________________________
 CM1603  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CM1603  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CM1603
 CM1603  HORZ ORDER  -  SECOND
 CM1603
 CM1603.The horizontal coordinates were established by classical geodetic methods
 CM1603.and adjusted by the National Geodetic Survey in September 1997..
 CM1603
 CM1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1603
 CM1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1603
 CM1603.The geoid height was determined by GEOID03.
 CM1603
 CM1603;                    North         East     Units Scale Factor Converg.
 CM1603;SPC GA W     -   324,505.664   686,172.989   MT  0.99990236   -0 04 49.3
 CM1603;SPC GA W     - 1,064,649.00  2,251,219.21   sFT  0.99990236   -0 04 49.3
 CM1603;UTM  16      - 3,646,384.211   751,111.262   MT  1.00037757   +1 27 37.8
 CM1603
 CM1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1603!SPC GA W     -   0.99996851  x   0.99990236  =   0.99987088
 CM1603!UTM  16      -   0.99996851  x   1.00037757  =   1.00034607
 CM1603
 CM1603:                Primary Azimuth Mark                     Grid Az
 CM1603:SPC GA W     -  THOMASTON GOODRICH FABRIC E TK           199 34 04.2
 CM1603:UTM  16      -  THOMASTON GOODRICH FABRIC E TK           198 01 37.1
 CM1603
 CM1603|---------------------------------------------------------------------|
 CM1603| PID    Reference Object                     Distance      Geod. Az  |
 CM1603|                                                           dddmmss.s |
 CM1603| CM1591 THOMASTON GOODRICH FABRIC E TK      APPROX. 2.5 KM 1992914.9 |
 CM1603| CY8709 BV 145 211 AZ MK                                   3431806.9 |
 CM1603|---------------------------------------------------------------------|
 CM1603
 CM1603                          SUPERSEDED SURVEY CONTROL
 CM1603
 CM1603  NAD 83(1986)-  32 55 36.87306(N)    084 18 52.25726(W) AD(       ) 2
 CM1603  NAD 27      -  32 55 36.40079(N)    084 18 52.54891(W) AD(       ) 2
 CM1603  NGVD 29 (07/19/86)  228.0    (m)          748.     (f) VERT ANG       
 CM1603
 CM1603.Superseded values are not recommended for survey control.
 CM1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1603.See file dsdata.txt to determine how the superseded data were derived.
 CM1603
 CM1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5111146384(NAD 83)
 CM1603_MARKER: DD = SURVEY DISK
 CM1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1603
 CM1603  HISTORY     - Date     Condition        Report By
 CM1603  HISTORY     - 1974     MONUMENTED       GADT
 CM1603  HISTORY     - 20010226 MARK NOT FOUND   GADT
 CM1603
 CM1603                          STATION DESCRIPTION
 CM1603
 CM1603'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1603'THE STATION IS LOCATED IN THOMASTON ON THE PROPERTY OF MR. HAYES
 CM1603'DRAKE, 216 ROBERTS STREET, THOMASTON.  PHONE 404-648-3464.
 CM1603'
 CM1603'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 74 AND
 CM1603'U.S. HIGHWAY 19 (STATE ROUTE 3E), LOCATED IN THOMASTON, TRAVEL
 CM1603'NORTH ON U.S. HIGHWAY 19 FOR 1.1 MILES TO THE JUNCTION OF GOODRICH
 CM1603'AVENUE (COUNTY ROAD 272) TO THE RIGHT.  TURN RIGHT, TRAVELING EAST
 CM1603'ON GOODRICH AVENUE FOR 0.7 MILE TO ITS TERMINATION AT A STREET
 CM1603'(COUNTY ROAD 272) CROSSING.  TURN LEFT, TRAVELING NORTH ON A
 CM1603'STREET FOR 1.2 MILES TO THE JUNCTION OF PINEVIEW DRIVE (COUNTY
 CM1603'ROAD 274) TO THE RIGHT.  TURN RIGHT, TRAVELING EAST ON PINEVIEW
 CM1603'DRIVE FOR 0.7 MILE TO ITS TERMINATION AT WEST MOORES CROSSING
 CM1603'ROAD (COUNTY ROAD 73) CROSSING.  TURN RIGHT, TRAVELING EAST ON
 CM1603'WEST MOORES CROSSING ROAD FOR 0.1 MILE TO THE JUNCTION OF
 CM1603'ROBERTS STREET TO THE LEFT.  TURN LEFT, TRAVELING NORTHWEST ON
 CM1603'ROBERTS STREET FOR 0.25 MILE TO THE STATION ON THE LEFT.
 CM1603'
 CM1603'THE STATION IS A STANDARD BRASS DISK STAMPED 145-211, SET IN THE
 CM1603'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1603'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1603'145-211, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.82
 CM1603'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 82.0 FEET
 CM1603'SOUTH OF THE CENTERLINE OF THE STREET, 65.5 FEET SOUTH OF A
 CM1603'WITNESS POST, 55.0 FEET SOUTHWEST OF A POWER POLE, 33.0 FEET
 CM1603'NORTHEAST OF THE SOUTHEAST CORNER OF THE DRAKE RESIDENCE, AND
 CM1603'33.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF ANOTHER RESIDENCE
 CM1603'(218 ROBERTS STREET).
 CM1603'
 CM1603'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF PINEVIEW DRIVE
 CM1603'AND WEST MOORES CROSSING ROAD, TRAVEL WEST FOR 1.0 MILE ON WEST
 CM1603'MOORES CROSSING ROAD TO THE JUNCTION OF DANIEL ROAD (COUNTY ROAD
 CM1603'275) TO THE RIGHT.  TURN RIGHT ON DANIEL ROAD, TRAVELING NORTHERLY
 CM1603'FOR 1.25 MILES TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK
 CM1603'STAMPED 145-211 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CM1603'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CM1603'LOCATED 36.0 FEET WEST OF THE CENTERLINE OF THE STREET, 2.2 FEET
 CM1603'EAST OF A WITNESS POST, 136.0 FEET NORTHWEST OF A POWER POLE, AND
 CM1603'148.0 FEET NORTHWEST OF ANOTHER POWER POLE.
 CM1603
 CM1603                          STATION RECOVERY (2001)
 CM1603
 CM1603'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CM1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1604 ***********************************************************************
 CM1604  DESIGNATION -  BV 145 212
 CM1604  PID         -  CM1604
 CM1604  STATE/COUNTY-  GA/UPSON
 CM1604  USGS QUAD   -  THOMASTON (1985)
 CM1604
 CM1604                         *CURRENT SURVEY CONTROL
 CM1604  ___________________________________________________________________
 CM1604* NAD 83(1994)-  32 55 47.08310(N)    084 17 26.53199(W)     ADJUSTED  
 CM1604* NAVD 88     -       241.1    (meters)     791.     (feet)  VERTCON   
 CM1604  ___________________________________________________________________
 CM1604  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CM1604  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CM1604
 CM1604  HORZ ORDER  -  SECOND
 CM1604
 CM1604.The horizontal coordinates were established by classical geodetic methods
 CM1604.and adjusted by the National Geodetic Survey in September 1997..
 CM1604
 CM1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1604
 CM1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1604
 CM1604.The geoid height was determined by GEOID03.
 CM1604
 CM1604;                    North         East     Units Scale Factor Converg.
 CM1604;SPC GA W     -   324,817.472   688,400.353   MT  0.99990166   -0 04 02.7
 CM1604;SPC GA W     - 1,065,671.99  2,258,526.82   sFT  0.99990166   -0 04 02.7
 CM1604;UTM  16      - 3,646,755.982   753,330.506   MT  1.00039138   +1 28 24.9
 CM1604
 CM1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1604!SPC GA W     -   0.99996644  x   0.99990166  =   0.99986810
 CM1604!UTM  16      -   0.99996644  x   1.00039138  =   1.00035780
 CM1604
 CM1604:                Primary Azimuth Mark                     Grid Az
 CM1604:SPC GA W     -  BV 145 212 AZ MK                         002 22 25.6
 CM1604:UTM  16      -  BV 145 212 AZ MK                         000 49 58.0
 CM1604
 CM1604|---------------------------------------------------------------------|
 CM1604| PID    Reference Object                     Distance      Geod. Az  |
 CM1604|                                                           dddmmss.s |
 CM1604| CY8710 BV 145 212 AZ MK                                   0021822.9 |
 CM1604| CM1596 THOMASTON GOODRICH FABRIC W TK      APPROX. 4.3 KM 2312636.1 |
 CM1604| CM1607 THOMASTON SOU BELL MICROWAVE        APPROX. 9.0 KM 3115101.8 |
 CM1604|---------------------------------------------------------------------|
 CM1604
 CM1604                          SUPERSEDED SURVEY CONTROL
 CM1604
 CM1604  NAD 83(1986)-  32 55 47.08885(N)    084 17 26.53129(W) AD(       ) 2
 CM1604  NAD 27      -  32 55 46.61679(N)    084 17 26.82539(W) AD(       ) 2
 CM1604  NGVD 29 (07/19/86)  241.2    (m)          791.     (f) VERT ANG       
 CM1604
 CM1604.Superseded values are not recommended for survey control.
 CM1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1604.See file dsdata.txt to determine how the superseded data were derived.
 CM1604
 CM1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5333146756(NAD 83)
 CM1604_MARKER: DD = SURVEY DISK
 CM1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1604+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 CM1604
 CM1604  HISTORY     - Date     Condition        Report By
 CM1604  HISTORY     - 1974     MONUMENTED       GADT
 CM1604  HISTORY     - 20010226 GOOD             GADT
 CM1604
 CM1604                          STATION DESCRIPTION
 CM1604
 CM1604'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1604'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 CM1604'THOMASTON, 17-1/4 MILES SOUTHEAST OF WOODBURY, AND 11-1/2 MILES
 CM1604'SOUTHWEST OF BARNESVILLE ON COUNTY RIGHT OF WAY.
 CM1604'
 CM1604'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 CM1604'(STATE ROUTE 3E) AND STATE ROUTE 74, LOCATED IN THOMASTON,
 CM1604'TRAVEL EAST ON STATE ROUTE 74 FOR 0.2 MILE TO THE JUNCTION OF
 CM1604'STATE ROUTE 36 TO THE LEFT.  TURN LEFT, TRAVELING NORTHEAST ON
 CM1604'STATE ROUTE 36 FOR 1.4 MILES TO THE JUNCTION OF TOM MC KINLEY
 CM1604'ROAD (COUNTY ROAD 204) TO THE RIGHT.  CONTINUE TRAVELING
 CM1604'NORTHEASTERLY ON STATE ROUTE 36 FOR 1.6 MILES TO THE JUNCTION
 CM1604'OF MOORES CROSSING ROAD (COUNTY ROAD 91437) TO THE LEFT.  TURN
 CM1604'LEFT, TRAVELING NORTH ON MOORES CROSSING ROAD FOR 0.6 MILE TO
 CM1604'THE JUNCTION OF WEST MOORES CROSSING ROAD TO THE LEFT.
 CM1604'CONTINUE TRAVELING NORTHERLY ON MOORES CROSSING ROAD FOR
 CM1604'0.25 MILE TO THE JUNCTION OF COUNTY ROAD 259 TO THE RIGHT
 CM1604'AND THE STATION ON THE LEFT.
 CM1604'
 CM1604'THE STATION IS A STANDARD BRASS DISK STAMPED 145-212, SET IN
 CM1604'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1604'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK
 CM1604'STAMPED 145-212, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1604'APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1604'LOCATED 22.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 47.0
 CM1604'FEET WEST OF A POWER POLE LOCATED IN THE NORTHEAST QUADRANT OF
 CM1604'THE INTERSECTION, 68.5 FEET NORTHWEST OF THE POINT OF
 CM1604'INTERSECTION OF THE CENTERLINES OF THE TWO ROADWAYS, 1.2 FEET
 CM1604'EAST OF A WITNESS POST, AND 40.5 FEET SOUTH OF A POWER POLE.
 CM1604'
 CM1604'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1604'NORTH ON MOORES CROSSING ROAD FOR 0.35 MILE TO THE MARK ON THE
 CM1604'RIGHT.  IT IS A STANDARD DISK STAMPED 145-212 AZMK, SET IN THE
 CM1604'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES ABOVE THE
 CM1604'SURFACE OF THE GROUND.  IT IS LOCATED 16.0 FEET EAST OF THE
 CM1604'CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, 19.5
 CM1604'FEET NORTHWEST OF A PIPELINE MARKER, 41.4 FEET NORTHEAST OF
 CM1604'ANOTHER PIPELINE MARKER ON THE WEST SIDE OF THE ROAD, AND 35.5
 CM1604'FEET SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD.
 CM1604
 CM1604                          STATION RECOVERY (2001)
 CM1604
 CM1604'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CM1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1605 ***********************************************************************
 CM1605  DESIGNATION -  BV 145 213
 CM1605  PID         -  CM1605
 CM1605  STATE/COUNTY-  GA/UPSON
 CM1605  USGS QUAD   -  THOMASTON (1985)
 CM1605
 CM1605                         *CURRENT SURVEY CONTROL
 CM1605  ___________________________________________________________________
 CM1605* NAD 83(1994)-  32 56 22.91762(N)    084 15 25.45201(W)     ADJUSTED  
 CM1605* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 CM1605  ___________________________________________________________________
 CM1605  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 CM1605  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CM1605
 CM1605  HORZ ORDER  -  SECOND
 CM1605
 CM1605.The horizontal coordinates were established by classical geodetic methods
 CM1605.and adjusted by the National Geodetic Survey in September 1997..
 CM1605
 CM1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1605
 CM1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1605
 CM1605.The geoid height was determined by GEOID03.
 CM1605
 CM1605;                    North         East     Units Scale Factor Converg.
 CM1605;SPC GA W     -   325,918.097   691,546.619   MT  0.99990088   -0 02 57.0
 CM1605;SPC GA W     - 1,069,282.96  2,268,849.20   sFT  0.99990088   -0 02 57.0
 CM1605;UTM  16      - 3,647,941.425   756,447.588   MT  1.00041097   +1 29 32.3
 CM1605
 CM1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1605!SPC GA W     -   0.99996669  x   0.99990088  =   0.99986757
 CM1605!UTM  16      -   0.99996669  x   1.00041097  =   1.00037764
 CM1605
 CM1605:                Primary Azimuth Mark                     Grid Az
 CM1605:SPC GA W     -  BV 145 213 AZ MK                         001 30 42.3
 CM1605:UTM  16      -  BV 145 213 AZ MK                         359 58 13.0
 CM1605
 CM1605|---------------------------------------------------------------------|
 CM1605| PID    Reference Object                     Distance      Geod. Az  |
 CM1605|                                                           dddmmss.s |
 CM1605| CY8711 BV 145 213 AZ MK                                   0012745.3 |
 CM1605|---------------------------------------------------------------------|
 CM1605
 CM1605                          SUPERSEDED SURVEY CONTROL
 CM1605
 CM1605  NAD 83(1986)-  32 56 22.92326(N)    084 15 25.45087(W) AD(       ) 2
 CM1605  NAD 27      -  32 56 22.44994(N)    084 15 25.74821(W) AD(       ) 2
 CM1605  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 CM1605
 CM1605.Superseded values are not recommended for survey control.
 CM1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1605.See file dsdata.txt to determine how the superseded data were derived.
 CM1605
 CM1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5644847941(NAD 83)
 CM1605_MARKER: DD = SURVEY DISK
 CM1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1605
 CM1605  HISTORY     - Date     Condition        Report By
 CM1605  HISTORY     - 1974     MONUMENTED       GADT
 CM1605
 CM1605                          STATION DESCRIPTION
 CM1605
 CM1605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1605'THE STATION IS LOCATED APPROXIMATELY 7 MILES NORTHEAST OF THOMASTON,
 CM1605'10 MILES SOUTHWEST OF BARNESVILLE, AND 7 MILES NORTHWEST OF
 CM1605'YATESVILLE ON STATE RIGHT OF WAY.
 CM1605'
 CM1605'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 74
 CM1605'EAST AND 36 EAST IN THOMASTON, TRAVEL NORTHEAST ON STATE ROUTE 36
 CM1605'FOR 5.6 MILES TO THE STATION ON THE RIGHT.
 CM1605'
 CM1605'THE STATION IS A STANDARD BRASS DISK STAMPED 145-213, SET IN THE
 CM1605'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1605'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD BRASS DISK
 CM1605'STAMPED 145-213, SET IN AN IRREGULAR MASS OF CONCRETE
 CM1605'APPROXIMATELY 0.82 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 CM1605'LOCATED 36 FEET EAST OF THE CENTERLINE OF STATE ROUTE 36, 3 FEET
 CM1605'WEST OF A WITNESS POST SET AT A FENCELINE, AND 356 FEET
 CM1605'SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY.
 CM1605'
 CM1605'TO REACH THE AZIMUTH MARK, CONTINUE NORTHEAST ON STATE ROUTE 36
 CM1605'FOR 0.5 MILE TO THE INTERSECTION OF STATE ROUTE 36 AND DELRAY
 CM1605'ROAD (COUNTY ROAD 91438) TO THE LEFT.  TURN LEFT ON DELRAY ROAD,
 CM1605'TRAVELING WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.  THE
 CM1605'MARK IS A STANDARD DISK STAMPED 145-213 AZMK, SET IN THE TOP OF
 CM1605'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 CM1605'THE GROUND.  IT IS LOCATED 35 FEET NORTHEAST OF THE CENTERLINE
 CM1605'OF THE ROAD, 3.5 FEET SOUTHWEST OF A WITNESS POST, AND 51 FEET
 CM1605'EAST OF A 10 INCH CONCRETE PIPE CULVERT UNDER A FIELD ROAD TO
 CM1605'THE NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1606 ***********************************************************************
 CM1606  DESIGNATION -  BV 145 214
 CM1606  PID         -  CM1606
 CM1606  STATE/COUNTY-  GA/UPSON
 CM1606  USGS QUAD   -  THOMASTON (1985)
 CM1606
 CM1606                         *CURRENT SURVEY CONTROL
 CM1606  ___________________________________________________________________
 CM1606* NAD 83(1994)-  32 56 47.21187(N)    084 20 14.18686(W)     ADJUSTED  
 CM1606* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 CM1606  ___________________________________________________________________
 CM1606  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CM1606  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CM1606
 CM1606  HORZ ORDER  -  SECOND
 CM1606
 CM1606.This mark is at Thomaston-Upson County Airport (OPN)
 CM1606
 CM1606.The horizontal coordinates were established by classical geodetic methods
 CM1606.and adjusted by the National Geodetic Survey in September 1997..
 CM1606
 CM1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1606
 CM1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1606
 CM1606.The geoid height was determined by GEOID03.
 CM1606
 CM1606;                    North         East     Units Scale Factor Converg.
 CM1606;SPC GA W     -   326,675.733   684,048.145   MT  0.99990314   -0 05 34.0
 CM1606;SPC GA W     - 1,071,768.63  2,244,247.96   sFT  0.99990314   -0 05 34.0
 CM1606;UTM  16      - 3,648,497.333   748,927.796   MT  1.00036410   +1 26 56.0
 CM1606
 CM1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1606!SPC GA W     -   0.99996658  x   0.99990314  =   0.99986973
 CM1606!UTM  16      -   0.99996658  x   1.00036410  =   1.00033067
 CM1606
 CM1606:                Primary Azimuth Mark                     Grid Az
 CM1606:SPC GA W     -  BV 145 214 AZ MK                         195 30 41.5
 CM1606:UTM  16      -  BV 145 214 AZ MK                         193 58 11.5
 CM1606
 CM1606|---------------------------------------------------------------------|
 CM1606| PID    Reference Object                     Distance      Geod. Az  |
 CM1606|                                                           dddmmss.s |
 CM1606| AB6252 BV 145 214 AZ MK                                   1952507.5 |
 CM1606| CM1598 THOMASTON CABLE TV MAST             APPROX. 8.0 KM 2004845.0 |
 CM1606|---------------------------------------------------------------------|
 CM1606
 CM1606                          SUPERSEDED SURVEY CONTROL
 CM1606
 CM1606  NAD 83(1986)-  32 56 47.21759(N)    084 20 14.18618(W) AD(       ) 2
 CM1606  NAD 27      -  32 56 46.74765(N)    084 20 14.47612(W) AD(       ) 2
 CM1606  NGVD 29 (07/19/86)  240.4    (m)          789.     (f) VERT ANG       
 CM1606
 CM1606.Superseded values are not recommended for survey control.
 CM1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1606.See file dsdata.txt to determine how the superseded data were derived.
 CM1606
 CM1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4892848497(NAD 83)
 CM1606_MARKER: DD = SURVEY DISK
 CM1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1606+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 CM1606
 CM1606  HISTORY     - Date     Condition        Report By
 CM1606  HISTORY     - 1974     MONUMENTED       GADT
 CM1606  HISTORY     - 1978     GOOD             NGS
 CM1606  HISTORY     - 20010226 GOOD             GADT
 CM1606
 CM1606                          STATION DESCRIPTION
 CM1606
 CM1606'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1606'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES NORTH OF
 CM1606'THOMASTON, 13 MILES SOUTHWEST OF BARNESVILLE, AND 11-1/2 MILES
 CM1606'SOUTHEAST OF WOODBURY ON STATE RIGHT OF WAY.
 CM1606'
 CM1606'TO REACH THE STATION FROM THE COURTHOUSE IN THOMASTON, TRAVEL
 CM1606'NORTH ON U.S. HIGHWAY 19 FOR 1.95 MILES TO THE POTATO CREEK
 CM1606'BRIDGE.  CONTINUE TRAVELING NORTH ON U.S. HIGHWAY 19 FOR 1.5
 CM1606'MILES TO THE JUNCTION OF AVIATION DRIVE (COUNTY ROAD 20) TO THE
 CM1606'LEFT.  CONTINUE ALONG U.S. HIGHWAY 19 FOR 0.65 MILE TO THE
 CM1606'JUNCTION OF COUNTY ROAD 17 TO THE LEFT AND THE STATION ON THE
 CM1606'LEFT.
 CM1606'
 CM1606'THE STATION IS A STANDARD BRASS DISK STAMPED 145-214, SET IN THE
 CM1606'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1606'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1606'145-214, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75
 CM1606'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 74.5 FEET
 CM1606'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CM1606'U.S. HIGHWAY 19 AND COUNTY ROAD 17, 33.5 FEET WEST OF THE
 CM1606'CENTERLINE OF U.S. HIGHWAY 19, 59.5 FEET NORTH OF COUNTY ROAD 17,
 CM1606'78.0 FEET SOUTHEAST OF A 14 INCH PINE TREE, AND 7.5 FEET WEST
 CM1606'OF A WITNESS POST.
 CM1606'
 CM1606'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF AVIATION DRIVE
 CM1606'(COUNTY ROAD 20) AND U.S. HIGHWAY 19, TRAVEL WEST ON AVIATION DRIVE
 CM1606'FOR 0.4 MILE TO THE NORTH CORNER OF THE PARKING LOT OF GRANT
 CM1606'AIRPORT AND THE MARK LOCATED IN FRONT OF THE PILOTS LOUNGE
 CM1606'BUILDING.
 CM1606'
 CM1606'IT IS A STANDARD DISK STAMPED 145-214 AZMK, SET IN THE TOP OF A
 CM1606'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM1606'GROUND.  IT IS LOCATED 3.0 FEET WEST OF THE WEST SIDE OF THE
 CM1606'BUILDING, 11.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 CM1606'BUILDING, 52.5 FEET SOUTHEAST OF A FIRE HYDRANT, AND 2.0 FEET
 CM1606'WEST OF A WITNESS POST AND 41.5 FEET NORTHWEST OF THE SOUTHWEST
 CM1606'CORNER OF THE BUILDING.
 CM1606
 CM1606                          STATION RECOVERY (1978)
 CM1606
 CM1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CM1606'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CM1606'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN A CONCRETE SLAB
 CM1606'WAS POURED ON THE WEST SIDE OF THE PILOTS LOUNGE BUILDING.  AZIMUTH
 CM1606'MARK 1978 WAS ESTABLISHED AT THIS TIME.  IT WAS TIED FROM THE
 CM1606'THOMASTON CABLE TV MAST.  DUE TO CHANGES, A COMPLETE NEW
 CM1606'DESCRIPTION FOLLOWS.
 CM1606'
 CM1606'STATION IS ABOUT 13 MILES SOUTHWEST OF BARNESVILLE, 11-1/2 MILES
 CM1606'SOUTHEAST OF WOODBURY AND ON THE WEST SIDE OF U.S. HIGHWAY 19 ON
 CM1606'STATE RIGHT-OF-WAY PROPERTY.
 CM1606'
 CM1606'TO REACH THE STATION FROM THE COURT HOUSE IN THOMASTON, GO NORTH
 CM1606'ON U.S. HIGHWAY 19 FOR 1.95 MILES TO POTATO CREEK BRIDGE.  CONTINUE
 CM1606'NORTH ON U.S. HIGHWAY 19 FOR 1.5 MILES TO THE JUNCTION OF COUNTY
 CM1606'ROAD 20 (AVIATION CIRCLE) ON LEFT.  (TO REACH THE AZIMUTH MARK
 CM1606'FROM HERE, GO WESTERLY ON AVIATION CIRCLE ROAD FOR 0.4 MILE TO THE
 CM1606'PILOTS LOUNGE BUILDING AND THE AZIMUTH MARK.  CONTINUE NORTH
 CM1606'ON U.S. HIGHWAY 19 FOR 0.65 MILE TO COUNTY ROAD 17 (JIMMERSON
 CM1606'ROAD) ON LEFT AND STATION.
 CM1606'
 CM1606'THE STATION MARK IS A STANDARD BRASS DISK STAMPED 145 214, IS
 CM1606'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CM1606'2-INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK DISK IS
 CM1606'STAMPED 145 214 AND IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 CM1606'0.75 METER BELOW THE SURFACE OF THE GROUND.  IT IS 74.5 FEET
 CM1606'WEST-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 19 AND COUNTY ROAD
 CM1606'17 (JIMMERSON ROAD), 59.5 FEET NORTHEAST OF THE CENTER OF
 CM1606'JIMMERSON ROAD, 78 FEET SOUTHEAST OF A 14-INCH PINE TREE, 33.5
 CM1606'FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 19, 12.5
 CM1606'FEET EAST-SOUTHEAST OF A FENCE CORNER AND 1.5 FEET NORTHEAST OF A
 CM1606'METAL WITNESS POST.
 CM1606'
 CM1606'AZIMUTH MARK A STANDARD BRASS DISK STAMPED 145 214 1974 1978, IS
 CM1606'SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT THAT IS SET
 CM1606'FLUSH WITH THE GROUND SURFACE.  IT IS 52.5 FEET NORTH OF THE
 CM1606'SOUTHWEST CORNER OF THE PILOTS LOUNGE BUILDING, 21.5 FEET
 CM1606'NORTHEAST OF THE NORTHEAST SIDE OF THE SIDEWALK, 16 FEET
 CM1606'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE PILOTS LOUNGE
 CM1606'BUILDING, 2.5 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 CM1606'OF THE CONCRETE SLAB AND 1.8 FEET NORTHWEST OF THE NORTHWEST
 CM1606'SIDE OF CONCRETE SLAB PATIO.
 CM1606'
 CM1606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM1606'4-1/4 MILES NORTH OF THOMASTON.
 CM1606
 CM1606                          STATION RECOVERY (2001)
 CM1606
 CM1606'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CM1606'BOTH STATION AND ITS AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1485 ***********************************************************************
 CM1485  DESIGNATION -  BV 145 215
 CM1485  PID         -  CM1485
 CM1485  STATE/COUNTY-  GA/UPSON
 CM1485  USGS QUAD   -  YATESVILLE (1973)
 CM1485
 CM1485                         *CURRENT SURVEY CONTROL
 CM1485  ___________________________________________________________________
 CM1485* NAD 83(1994)-  32 58 25.37482(N)    084 12 50.47743(W)     ADJUSTED  
 CM1485* NAVD 88     -       254.     (meters)     833.     (feet)  VERTCON   
 CM1485  ___________________________________________________________________
 CM1485  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CM1485  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CM1485
 CM1485  HORZ ORDER  -  SECOND
 CM1485
 CM1485.The horizontal coordinates were established by classical geodetic methods
 CM1485.and adjusted by the National Geodetic Survey in September 1997..
 CM1485
 CM1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1485
 CM1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1485
 CM1485.The geoid height was determined by GEOID03.
 CM1485
 CM1485;                    North         East     Units Scale Factor Converg.
 CM1485;SPC GA W     -   329,687.577   695,573.669   MT  0.99990024   -0 01 32.8
 CM1485;SPC GA W     - 1,081,649.99  2,282,061.28   sFT  0.99990024   -0 01 32.8
 CM1485;UTM  16      - 3,651,819.946   760,373.783   MT  1.00043599   +1 31 01.7
 CM1485
 CM1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1485!SPC GA W     -   0.99996444  x   0.99990024  =   0.99986468
 CM1485!UTM  16      -   0.99996444  x   1.00043599  =   1.00040041
 CM1485
 CM1485|---------------------------------------------------------------------|
 CM1485| PID    Reference Object                     Distance      Geod. Az  |
 CM1485|                                                           dddmmss.s |
 CM1485| CM1486 BV 145 215 GADT 1974 PTA             30.365 METERS 04135     |
 CM1485| CY8712 BV 145 215 AZ MK                                   0790002.9 |
 CM1485|---------------------------------------------------------------------|
 CM1485
 CM1485                          SUPERSEDED SURVEY CONTROL
 CM1485
 CM1485  NAD 83(1986)-  32 58 25.38038(N)    084 12 50.47631(W) AD(       ) 2
 CM1485  NAD 27      -  32 58 24.90913(N)    084 12 50.77669(W) AD(       ) 2
 CM1485  NGVD 29 (07/19/86)  254.     (m)          833.     (f) VERT ANG       
 CM1485
 CM1485.Superseded values are not recommended for survey control.
 CM1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1485.See file dsdata.txt to determine how the superseded data were derived.
 CM1485
 CM1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6037451820(NAD 83)
 CM1485_MARKER: DD = SURVEY DISK
 CM1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1485
 CM1485  HISTORY     - Date     Condition        Report By
 CM1485  HISTORY     - 1974     MONUMENTED       GADT
 CM1485
 CM1485                          STATION DESCRIPTION
 CM1485
 CM1485'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1485'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 CM1485'PIEDMONT, 5-3/4 MILES NORTHWEST OF YATESVILLE, AND 6-1/2 MILES
 CM1485'SOUTHWEST OF BARNESVILLE ON COUNTY RIGHT OF WAY.
 CM1485'
 CM1485'TO REACH THE STATION FROM THE COURTHOUSE IN BARNESVILLE, TRAVEL
 CM1485'SOUTHERLY ON STATE ROUTE 36 FOR 1.05 MILES TO THE CROSSING OF
 CM1485'U.S. HIGHWAY 341 (STATE ROUTES 7 AND 353).  CONTINUE TRAVELING
 CM1485'SOUTHERLY ON STATE ROUTE 36 FOR 3.25 MILES TO THE JUNCTION OF
 CM1485'MIDWAY ROAD (COUNTY ROAD 41) TO THE LEFT.  CONTINUE TRAVELING
 CM1485'SOUTHERLY ON STATE ROUTE 36 FOR 1.65 MILES TO THE CROSSING OF
 CM1485'REST HAVEN ROAD (COUNTY ROAD 233).  CONTINUE TRAVELING SOUTHERLY
 CM1485'ON STATE ROUTE 36 FOR 0.45 MILE TO THE CROSSING OF PEACOCK
 CM1485'ROAD (COUNTY ROAD 249).  TURN RIGHT, TRAVELING WESTERLY ON
 CM1485'PEACOCK ROAD FOR 0.45 MILE TO THE JUNCTION OF FAMBRO ROAD
 CM1485'(PAVED COUNTY ROAD 251) TURNING TO THE LEFT AND PEACOCK ROAD
 CM1485'(DIRT COUNTY ROAD 249) CONTINUING AHEAD AND THE STATION ON THE
 CM1485'LEFT.
 CM1485'
 CM1485'THE STATION IS A STANDARD BRASS DISK STAMPED 145-215, SET IN THE
 CM1485'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1485'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1485'145-215, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CM1485'33 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 24.5
 CM1485'FEET SOUTHEAST OF THE CENTERLINE OF THE ROADWAY, 3.0 FEET
 CM1485'NORTHWEST OF A WITNESS POST, 47.0 FEET SOUTHEAST OF A 12 INCH
 CM1485'PECAN TREE IN THE FORK OF THE ROADS, AND 72.0 FEET SOUTH OF A 36
 CM1485'INCH OAK TREE ON THE NORTH SIDE OF PEACOCK ROAD.
 CM1485'
 CM1485'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE
 CM1485'36 AND PEACOCK ROAD, TRAVEL EASTERLY ON PEACOCK ROAD FOR 0.1
 CM1485'MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD DISK STAMPED
 CM1485'145-215 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CM1485'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 39.0
 CM1485'FEET NORTH OF THE CENTERLINE OF THE ROADWAY, 2.2 FEET SOUTH OF A
 CM1485'WITNESS POST, 6.0 FEET SOUTH OF A FENCELINE, 95.0 FEET
 CM1485'NORTH-NORTHEAST OF A 12 INCH SPRUCE PINE TREE, AND 98.5 FEET
 CM1485'NORTHEAST OF A CLUSTER OF THREE 18 INCH OAK TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1482 ***********************************************************************
 CM1482  DESIGNATION -  BV 145 216
 CM1482  PID         -  CM1482
 CM1482  STATE/COUNTY-  GA/UPSON
 CM1482  USGS QUAD   -  YATESVILLE (1973)
 CM1482
 CM1482                         *CURRENT SURVEY CONTROL
 CM1482  ___________________________________________________________________
 CM1482* NAD 83(1994)-  32 54 39.12127(N)    084 09 42.82997(W)     ADJUSTED  
 CM1482* NAVD 88     -       233.     (meters)     764.     (feet)  VERTCON   
 CM1482  ___________________________________________________________________
 CM1482  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CM1482  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CM1482
 CM1482  HORZ ORDER  -  SECOND
 CM1482
 CM1482.The horizontal coordinates were established by classical geodetic methods
 CM1482.and adjusted by the National Geodetic Survey in September 1997..
 CM1482
 CM1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1482
 CM1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1482
 CM1482.The geoid height was determined by GEOID03.
 CM1482
 CM1482;                    North         East     Units Scale Factor Converg.
 CM1482;SPC GA W     -   322,717.206   700,446.124   MT  0.99990000   +0 00 09.3
 CM1482;SPC GA W     - 1,058,781.37  2,298,046.99   sFT  0.99990000   +0 00 09.3
 CM1482;UTM  16      - 3,644,979.407   765,434.794   MT  1.00046882   +1 32 34.6
 CM1482
 CM1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1482!SPC GA W     -   0.99996769  x   0.99990000  =   0.99986769
 CM1482!UTM  16      -   0.99996769  x   1.00046882  =   1.00043649
 CM1482
 CM1482:                Primary Azimuth Mark                     Grid Az
 CM1482:SPC GA W     -  BV 145 216 AZ MK                         080 16 49.1
 CM1482:UTM  16      -  BV 145 216 AZ MK                         078 44 23.8
 CM1482
 CM1482|---------------------------------------------------------------------|
 CM1482| PID    Reference Object                     Distance      Geod. Az  |
 CM1482|                                                           dddmmss.s |
 CM1482| CY8713 BV 145 216 AZ MK                                   0801658.4 |
 CM1482| CM1484 YATESVILLE MUN TANK                 APPROX. 1.8 KM 0815326.4 |
 CM1482| CM1483 BV 145 216 GADT 1974 PTA             30.236 METERS 31624     |
 CM1482|---------------------------------------------------------------------|
 CM1482
 CM1482                          SUPERSEDED SURVEY CONTROL
 CM1482
 CM1482  NAD 83(1986)-  32 54 39.12686(N)    084 09 42.82887(W) AD(       ) 2
 CM1482  NAD 27      -  32 54 38.64824(N)    084 09 43.13648(W) AD(       ) 2
 CM1482  NGVD 29 (07/19/86)  233.     (m)          764.     (f) VERT ANG       
 CM1482
 CM1482.Superseded values are not recommended for survey control.
 CM1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1482.See file dsdata.txt to determine how the superseded data were derived.
 CM1482
 CM1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6543544979(NAD 83)
 CM1482_MARKER: DD = SURVEY DISK
 CM1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1482
 CM1482  HISTORY     - Date     Condition        Report By
 CM1482  HISTORY     - 1974     MONUMENTED       GADT
 CM1482
 CM1482                          STATION DESCRIPTION
 CM1482
 CM1482'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1482'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES WEST OF YATESVILLE,
 CM1482'9-3/4 MILES SOUTH OF BARNESVILLE, AND 9-3/4 MILES EAST OF
 CM1482'THOMASTON ON THE PROPERTY OF MR. AL BARNETTE, BOX 3, FOREST PARK,
 CM1482'GA.  PHONE 404-461-8620.  PERMISSION FOR ACCESS TO THE STATION
 CM1482'MAY BE GRANTED BY MR. FRANK HANCOCK, ROUTE 2, BOX 199,
 CM1482'YATESVILLE, GA.  PHONE 404-472-3504.
 CM1482'
 CM1482'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 74
 CM1482'EAST AND COLLEGE DRIVE (COUNTY ROAD 90938) IN YATESVILLE, TRAVEL
 CM1482'WEST ON STATE ROUTE 74 FOR .65 MILE TO THE JUNCTION OF CHILDS
 CM1482'AVENUE (COUNTY ROAD 230) TO THE LEFT AND THE AZIMUTH MARK ON THE
 CM1482'LEFT.  CONTINUE ON STATE ROUTE 74 FOR 0.5 MILE TO GRAY CHAPEL
 CM1482'ROAD (COUNTY ROAD 217) ON THE LEFT.  TURN LEFT, TRAVELING SOUTH
 CM1482'ON GRAY CHAPEL ROAD FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT.
 CM1482'TURN LEFT, FOLLOWING THE DRIVEWAY FOR 0.1 MILE TO THE FRANK
 CM1482'HANCOCK RESIDENCE AND A METAL GATE DIRECTLY BEHIND THE HOUSE.  GO
 CM1482'THROUGH THE GATE, PROCEEDING ALONG A DIM PASTURE ROAD
 CM1482'PARALLELING A FENCELINE ON THE LEFT FOR 0.15 MILE TO A CORNER
 CM1482'FENCE POST AND TWO GAPS.  TURN LEFT, GOING THROUGH A GAP AND
 CM1482'PARALLEL TO A FENCELINE ON THE LEFT UP A HILL PASSING A
 CM1482'FENCE CORNER FOR 0.15 MILE TO A GROVE OF PINE TREES ON THE
 CM1482'HILLTOP AND THE STATION LOCATED ON THE WEST SIDE OF THE PINES.
 CM1482'
 CM1482'THE STATION IS A STANDARD BRASS DISK STAMPED 145-216, SET IN THE
 CM1482'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1482'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1482'145-216, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.85
 CM1482'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 3.8 FEET
 CM1482'WEST OF A WITNESS POST, 36.3 FEET FROM AN 8 INCH PINE TREE AT
 CM1482'THE NORTHWEST CORNER OF THE PINE GROVE, AND 1.2 FEET EAST OF THE
 CM1482'WEST EDGE OF THE TREE LINE.
 CM1482'
 CM1482'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 145-216, SET IN THE
 CM1482'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1482'OF THE GROUND.  IT IS LOCATED 2.5 FEET NORTH OF A WITNESS POST,
 CM1482'40.5 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 74, 73.0 FEET
 CM1482'SOUTHWEST OF A POWER POLE, AND 42.0 FEET EAST OF THE CENTERLINE
 CM1482'OF CHILDS AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1480 ***********************************************************************
 CM1480  DESIGNATION -  BV 145 217
 CM1480  PID         -  CM1480
 CM1480  STATE/COUNTY-  GA/UPSON
 CM1480  USGS QUAD   -  LOGTOWN (1974)
 CM1480
 CM1480                         *CURRENT SURVEY CONTROL
 CM1480  ___________________________________________________________________
 CM1480* NAD 83(1994)-  32 52 24.19485(N)    084 08 49.96421(W)     ADJUSTED  
 CM1480* NAVD 88     -       220.9    (meters)     725.     (feet)  VERTCON   
 CM1480  ___________________________________________________________________
 CM1480  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CM1480  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CM1480
 CM1480  HORZ ORDER  -  SECOND
 CM1480
 CM1480.The horizontal coordinates were established by classical geodetic methods
 CM1480.and adjusted by the National Geodetic Survey in September 1997..
 CM1480
 CM1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1480
 CM1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1480
 CM1480.The geoid height was determined by GEOID03.
 CM1480
 CM1480;                    North         East     Units Scale Factor Converg.
 CM1480;SPC GA W     -   318,561.201   701,820.485   MT  0.99990004   +0 00 38.0
 CM1480;SPC GA W     - 1,045,146.21  2,302,556.04   sFT  0.99990004   +0 00 38.0
 CM1480;UTM  16      - 3,640,859.466   766,921.173   MT  1.00047859   +1 32 57.7
 CM1480
 CM1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1480!SPC GA W     -   0.99996955  x   0.99990004  =   0.99986959
 CM1480!UTM  16      -   0.99996955  x   1.00047859  =   1.00044813
 CM1480
 CM1480:                Primary Azimuth Mark                     Grid Az
 CM1480:SPC GA W     -  YATESVILLE MUN TANK                      005 39 11.5
 CM1480:UTM  16      -  YATESVILLE MUN TANK                      004 06 51.8
 CM1480
 CM1480|---------------------------------------------------------------------|
 CM1480| PID    Reference Object                     Distance      Geod. Az  |
 CM1480|                                                           dddmmss.s |
 CM1480| CM1484 YATESVILLE MUN TANK                 APPROX. 4.4 KM 0053949.5 |
 CM1480| CY8714 BV 145 217 AZ MK                                   1773112.7 |
 CM1480|---------------------------------------------------------------------|
 CM1480
 CM1480                          SUPERSEDED SURVEY CONTROL
 CM1480
 CM1480  NAD 83(1986)-  32 52 24.20048(N)    084 08 49.96268(W) AD(       ) 2
 CM1480  NAD 27      -  32 52 23.71715(N)    084 08 50.27276(W) AD(       ) 2
 CM1480  NGVD 29 (07/19/86)  221.0    (m)          725.     (f) VERT ANG       
 CM1480
 CM1480.Superseded values are not recommended for survey control.
 CM1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1480.See file dsdata.txt to determine how the superseded data were derived.
 CM1480
 CM1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6692140859(NAD 83)
 CM1480_MARKER: DD = SURVEY DISK
 CM1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1480
 CM1480  HISTORY     - Date     Condition        Report By
 CM1480  HISTORY     - 1974     MONUMENTED       GADT
 CM1480
 CM1480                          STATION DESCRIPTION
 CM1480
 CM1480'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM1480'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH OF
 CM1480'YATESVILLE, 10-1/2 MILES EAST OF THOMASTON, AND 13-1/4 MILES
 CM1480'NORTH-NORTHWEST OF ROBERTA ON THE PROPERTY OF MR. NATHAN
 CM1480'MC CAUGHLIN, YATESVILLE.
 CM1480'
 CM1480'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 74 AND
 CM1480'COLLEGE STREET (COUNTY ROAD 90938), LOCATED IN YATESVILLE,
 CM1480'TRAVEL SOUTH ON COUNTY ROAD 90938 (BECOMES LOGTOWN ROAD) FOR 1.5
 CM1480'MILES TO THE JUNCTION OF PLEASANT GROVE ROAD (COUNTY ROAD 188) TO
 CM1480'THE LEFT.  TURN LEFT, TRAVELING SOUTHERLY ON PLEASANT GROVE ROAD
 CM1480'FOR 1.4 MILES TO THE STATION ON THE LEFT.
 CM1480'
 CM1480'THE STATION IS A STANDARD BRASS DISK STAMPED 145-217, SET IN THE
 CM1480'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM1480'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM1480'145-217, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 30
 CM1480'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 32.0 FEET
 CM1480'EAST OF THE CENTERLINE OF THE ROADWAY, 5.5 FEET NORTHEAST OF A
 CM1480'WITNESS POST, 23.5 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 CM1480'113.0 FEET NORTHEAST OF A TELEPHONE POLE ON THE WEST SIDE OF
 CM1480'THE ROAD.
 CM1480'
 CM1480'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 CM1480'SOUTH ON PLEASANT GROVE ROAD FOR 0.15 MILE TO THE MARK ON THE
 CM1480'RIGHT.  THE MARK IS A STANDARD DISK STAMPED 145-217 AZMK, SET IN
 CM1480'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM1480'SURFACE OF THE GROUND.  IT IS LOCATED 25.0 FEET WEST OF THE
 CM1480'CENTERLINE OF THE ROADWAY, 8.0 FEET SOUTHEAST OF A TELEPHONE
 CM1480'POLE, AND 69.0 FEET SOUTHWEST OF AN 8 INCH CEDAR TREE ON THE
 CM1480'EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2071 ***********************************************************************
 EE2071  DESIGNATION -  BV 146 200
 EE2071  PID         -  EE2071
 EE2071  STATE/COUNTY-  GA/WALKER
 EE2071  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2071
 EE2071                         *CURRENT SURVEY CONTROL
 EE2071  ___________________________________________________________________
 EE2071* NAD 83(1994)-  34 56 38.77383(N)    085 20 01.85021(W)     ADJUSTED  
 EE2071* NAVD 88     -       229.     (meters)     751.     (feet)  VERTCON   
 EE2071  ___________________________________________________________________
 EE2071  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EE2071  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EE2071
 EE2071  HORZ ORDER  -  SECOND
 EE2071
 EE2071.The horizontal coordinates were established by classical geodetic methods
 EE2071.and adjusted by the National Geodetic Survey in September 1997..
 EE2071
 EE2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2071
 EE2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2071
 EE2071.The geoid height was determined by GEOID03.
 EE2071
 EE2071;                    North         East     Units Scale Factor Converg.
 EE2071;SPC GA W     -   548,845.597   593,385.917   MT  1.00004005   -0 40 07.0
 EE2071;SPC GA W     - 1,800,670.93  1,946,800.30   sFT  1.00004005   -0 40 07.0
 EE2071;SPC TN       -    67,973.746   660,856.859   MT  1.00006805   +0 23 24.0
 EE2071;SPC TN       -   223,010.53  2,168,161.21   sFT  1.00006805   +0 23 24.0
 EE2071;UTM  16      - 3,868,111.758   652,149.947   MT  0.99988532   +0 57 16.3
 EE2071
 EE2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2071!SPC GA W     -   0.99996869  x   1.00004005  =   1.00000874
 EE2071!SPC TN       -   0.99996869  x   1.00006805  =   1.00003674
 EE2071!UTM  16      -   0.99996869  x   0.99988532  =   0.99985402
 EE2071
 EE2071:                Primary Azimuth Mark                     Grid Az
 EE2071:SPC GA W     -  BV 146 200 AZ MK                         259 36 55.9
 EE2071:SPC TN       -  BV 146 200 AZ MK                         258 33 24.9
 EE2071:UTM  16      -  BV 146 200 AZ MK                         257 59 32.6
 EE2071
 EE2071|---------------------------------------------------------------------|
 EE2071| PID    Reference Object                     Distance      Geod. Az  |
 EE2071|                                                           dddmmss.s |
 EE2071| CG4980 BV 146 200 AZ MK                                   2585648.9 |
 EE2071|---------------------------------------------------------------------|
 EE2071
 EE2071                          SUPERSEDED SURVEY CONTROL
 EE2071
 EE2071  NAD 83(1994)-  34 56 38.77471(N)    085 20 01.85269(W) AD(       ) 2
 EE2071  NAD 83(1986)-  34 56 38.77552(N)    085 20 01.85061(W) AD(       ) 2
 EE2071  NAD 27      -  34 56 38.50406(N)    085 20 01.99973(W) AD(       ) 2
 EE2071  NGVD 29 (07/19/86)  229.     (m)          751.     (f) VERT ANG       
 EE2071
 EE2071.Superseded values are not recommended for survey control.
 EE2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2071.See file dsdata.txt to determine how the superseded data were derived.
 EE2071
 EE2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5215068112(NAD 83)
 EE2071_MARKER: DD = SURVEY DISK
 EE2071_SETTING: 0 = UNSPECIFIED SETTING
 EE2071
 EE2071  HISTORY     - Date     Condition        Report By
 EE2071  HISTORY     - 1972     MONUMENTED       GADT
 EE2071
 EE2071                          STATION DESCRIPTION
 EE2071
 EE2071'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2071'THE STATION IS LOCATED 3.8 MILES SOUTHWEST OF ROSSVILLE,
 EE2071'GEORGIA.  4.7 MILES WEST OF FORT OGLETHORPE, GEORGIA.  0.5 MILE
 EE2071'EAST OF THE INTERSECTION OF GA.  193 AND GA. 349 ON THE PROPERTY
 EE2071'OF BILLY BURROW.
 EE2071'
 EE2071'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 143, PROCEED
 EE2071'NORTHWEST ON GA. 143 9.43 MILES TO THE INTERSECTION OF GA. 143
 EE2071'AND GA. 193.  PROCEED NORTH ON GA. 193 9.8 MILES TO THE
 EE2071'INTERSECTION OF GA. 349.  PROCEED EAST ON GA. 349 .4 MILE TO
 EE2071'INTERSECTION PAVED COUNTY ROAD 159.  PROCEED NORTHEAST ON PAVED
 EE2071'COUNTY ROAD 159 0.15 MILE TO A COUNTY ROAD 485.  PROCEED EAST
 EE2071'AT FANTASY HILLS SUBDIVISION 0.15 MILE TO THE STATION ON THE
 EE2071'RIGHT.
 EE2071'
 EE2071'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2071'STAMPED B.V. 146-200, IS LOCATED 7.6 FEET NORTH OF A POWER
 EE2071'POLE.  21 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  25 FEET
 EE2071'SOUTHEAST OF THE P.I. OF THE DRIVEWAY.
 EE2071'
 EE2071'THE AZIMUTH MARK IS LOCATED 0.7 MILE SOUTHWEST OF THE
 EE2071'STATION.  6.1 FEET SOUTHEAST OF A POWER POLE.  100 FEET WEST OF A
 EE2071'POWER POLE.  77.6 FEET NORTH OF THE NORTH CORNER OF THE
 EE2071'CHATTANOOGA VALLEY BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2086 ***********************************************************************
 EE2086  DESIGNATION -  BV 146 201
 EE2086  PID         -  EE2086
 EE2086  STATE/COUNTY-  GA/WALKER
 EE2086  USGS QUAD   -  DURHAM (1983)
 EE2086
 EE2086                         *CURRENT SURVEY CONTROL
 EE2086  ___________________________________________________________________
 EE2086* NAD 83(1994)-  34 48 23.68542(N)    085 22 38.48145(W)     ADJUSTED  
 EE2086* NAVD 88     -       294.4    (meters)     966.     (feet)  VERTCON   
 EE2086  ___________________________________________________________________
 EE2086  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EE2086  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 EE2086
 EE2086  HORZ ORDER  -  SECOND
 EE2086
 EE2086.The horizontal coordinates were established by classical geodetic methods
 EE2086.and adjusted by the National Geodetic Survey in September 1997..
 EE2086
 EE2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2086
 EE2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2086
 EE2086.The geoid height was determined by GEOID03.
 EE2086
 EE2086;                    North         East     Units Scale Factor Converg.
 EE2086;SPC GA W     -   533,636.439   589,227.131   MT  1.00005119   -0 41 28.1
 EE2086;SPC GA W     - 1,750,772.22  1,933,156.01   sFT  1.00005119   -0 41 28.1
 EE2086;UTM  16      - 3,852,793.648   648,423.505   MT  0.99987152   +0 55 35.0
 EE2086
 EE2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2086!SPC GA W     -   0.99995838  x   1.00005119  =   1.00000957
 EE2086!UTM  16      -   0.99995838  x   0.99987152  =   0.99982991
 EE2086
 EE2086:                Primary Azimuth Mark                     Grid Az
 EE2086:SPC GA W     -  BV 146 201 AZ MK                         279 36 43.8
 EE2086:UTM  16      -  BV 146 201 AZ MK                         277 59 40.7
 EE2086
 EE2086|---------------------------------------------------------------------|
 EE2086| PID    Reference Object                     Distance      Geod. Az  |
 EE2086|                                                           dddmmss.s |
 EE2086| CG4981 BV 146 201 AZ MK                                   2785515.7 |
 EE2086| EE2087 LOOKOUT MTN LOT                     APPROX. 6.4 KM 3470851.3 |
 EE2086|---------------------------------------------------------------------|
 EE2086
 EE2086                          SUPERSEDED SURVEY CONTROL
 EE2086
 EE2086  NAD 83(1994)-  34 48 23.68745(N)    085 22 38.48414(W) AD(       ) 2
 EE2086  NAD 83(1986)-  34 48 23.68865(N)    085 22 38.48229(W) AD(       ) 2
 EE2086  NAD 27      -  34 48 23.40763(N)    085 22 38.62529(W) AD(       ) 2
 EE2086  NGVD 29 (07/19/86)  294.4    (m)          966.     (f) VERT ANG       
 EE2086
 EE2086.Superseded values are not recommended for survey control.
 EE2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2086.See file dsdata.txt to determine how the superseded data were derived.
 EE2086
 EE2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4842452794(NAD 83)
 EE2086_MARKER: DD = SURVEY DISK
 EE2086_SETTING: 0 = UNSPECIFIED SETTING
 EE2086
 EE2086  HISTORY     - Date     Condition        Report By
 EE2086  HISTORY     - 1972     MONUMENTED       GADT
 EE2086
 EE2086                          STATION DESCRIPTION
 EE2086
 EE2086'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2086'THE STATION IS LOCATED 0.5 MILE EAST OF THE INTERSECTION OF
 EE2086'GA. 143 AND GA. 193.  9.1 MILES NORTHWEST OF LAFAYETTE,
 EE2086'GEORGIA.  2.8 MILES WEST OF THE INTERSECTION OF GA. 143 AND GA.
 EE2086'341.
 EE2086'
 EE2086'TO REACH THE STATION FROM THE INTERSECTION OF GA. 143 AND
 EE2086'U.S. 27, PROCEED WEST ON GA. 143 7.4 MILES TO THE INTERSECTION OF
 EE2086'GA. 341.  CONTINUE WEST ON GA. 143 3.9 MILES TO INTERSECTION OF
 EE2086'COUNTY DIRT ROAD 182.
 EE2086'
 EE2086'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2086'STAMPED B.V. 146-201, IS LOCATED 89.0 FEET NORTHEAST OF THE
 EE2086'CENTERLINE OF GA. 143.  111.5 FEET NORTHEAST OF THE P.I. OF THE
 EE2086'COUNTY DIRT ROAD AND GA. 143.  122 FEET SOUTHEAST OF A POWER
 EE2086'POLE.  220 FEET NORTHWEST OF A POWER POLE.
 EE2086'
 EE2086'THE AZIMUTH IS LOCATED 1056 FEET WEST OF THE STATION.  29.5
 EE2086'FEET SOUTH OF THE CENTERLINE OF GA. 143.  6.0 FEET NORTHWEST OF
 EE2086'A TELEPHONE POLE.  48.9 FEET SOUTHEAST OF THE P.I. OF THE DIRT
 EE2086'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2075 ***********************************************************************
 EE2075  DESIGNATION -  BV 146 202
 EE2075  PID         -  EE2075
 EE2075  STATE/COUNTY-  GA/WALKER
 EE2075  USGS QUAD   -  KENSINGTON (1983)
 EE2075
 EE2075                         *CURRENT SURVEY CONTROL
 EE2075  ___________________________________________________________________
 EE2075* NAD 83(1994)-  34 52 16.39166(N)    085 21 48.70478(W)     ADJUSTED  
 EE2075* NAVD 88     -       239.     (meters)     784.     (feet)  VERTCON   
 EE2075  ___________________________________________________________________
 EE2075  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 EE2075  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE2075
 EE2075  HORZ ORDER  -  SECOND
 EE2075
 EE2075.The horizontal coordinates were established by classical geodetic methods
 EE2075.and adjusted by the National Geodetic Survey in September 1997..
 EE2075
 EE2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2075
 EE2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2075
 EE2075.The geoid height was determined by GEOID03.
 EE2075
 EE2075;                    North         East     Units Scale Factor Converg.
 EE2075;SPC GA W     -   540,792.172   590,577.879   MT  1.00004752   -0 41 03.7
 EE2075;SPC GA W     - 1,774,248.98  1,937,587.59   sFT  1.00004752   -0 41 03.7
 EE2075;UTM  16      - 3,859,983.421   649,571.360   MT  0.99987573   +0 56 08.9
 EE2075
 EE2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2075!SPC GA W     -   0.99996709  x   1.00004752  =   1.00001461
 EE2075!UTM  16      -   0.99996709  x   0.99987573  =   0.99984283
 EE2075
 EE2075:                Primary Azimuth Mark                     Grid Az
 EE2075:SPC GA W     -  BV 146 202 AZ MK                         207 48 49.6
 EE2075:UTM  16      -  BV 146 202 AZ MK                         206 11 37.0
 EE2075
 EE2075|---------------------------------------------------------------------|
 EE2075| PID    Reference Object                     Distance      Geod. Az  |
 EE2075|                                                           dddmmss.s |
 EE2075| CG4982 BV 146 202 AZ MK                                   2070745.9 |
 EE2075|---------------------------------------------------------------------|
 EE2075
 EE2075                          SUPERSEDED SURVEY CONTROL
 EE2075
 EE2075  NAD 83(1994)-  34 52 16.39344(N)    085 21 48.70755(W) AD(       ) 2
 EE2075  NAD 83(1986)-  34 52 16.39464(N)    085 21 48.70528(W) AD(       ) 2
 EE2075  NAD 27      -  34 52 16.11888(N)    085 21 48.85060(W) AD(       ) 2
 EE2075  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 EE2075
 EE2075.Superseded values are not recommended for survey control.
 EE2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2075.See file dsdata.txt to determine how the superseded data were derived.
 EE2075
 EE2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4957159983(NAD 83)
 EE2075_MARKER: DD = SURVEY DISK
 EE2075_SETTING: 0 = UNSPECIFIED SETTING
 EE2075
 EE2075  HISTORY     - Date     Condition        Report By
 EE2075  HISTORY     - 1972     MONUMENTED       GADT
 EE2075
 EE2075                          STATION DESCRIPTION
 EE2075
 EE2075'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2075'THE STATION IS LOCATED 4.4 MILES NORTH OF THE INTERSECTION OF
 EE2075'GA. 143 AND GA. 193.  6.4 MILES NORTHWEST OF THE INTERSECTION OF
 EE2075'GA. 143 AND GA. 341.  4.2 MILES WEST OF CHICKAMAUGA, GEORGIA ON THE
 EE2075'PROPERTY OF R.B. STANSBURY.
 EE2075'
 EE2075'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 143, PROCEED WEST
 EE2075'ON GA. 143 12.26 MILES TO THE INTERSECTION OF GA. 193.  PROCEED
 EE2075'NORTH ON GA. 193 6.8 MILES TO THE STATION.
 EE2075'
 EE2075'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2075'STAMPED B.V. 146-202, IS LOCATED 50.8 FEET SOUTHEAST OF THE
 EE2075'CENTERLINE OF GA. 193.  58.2 FEET NORTHEAST OF THE P.I. OF THE
 EE2075'DRIVEWAY.  27.4 FEET SOUTH OF A POWER POLE.  91.0 FEET SOUTHEAST
 EE2075'OF THE DRIVE LEADING TO THE RESIDENCE OF LEWIS E. CAIN.
 EE2075'
 EE2075'THE AZIMUTH IS LOCATED .4 MILE SOUTHWEST OF THE STATION IN THE
 EE2075'LOOKOUT BAPTIST CHURCH YARD.  66.2 FEET EAST OF THE CENTERLINE
 EE2075'OF GA. 193.  11.4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 EE2075'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2048 ***********************************************************************
 EE2048  DESIGNATION -  BV 146 203 GAHD 1972
 EE2048  PID         -  EE2048
 EE2048  STATE/COUNTY-  GA/WALKER
 EE2048  USGS QUAD   -  CEDAR GROVE (1982)
 EE2048
 EE2048                         *CURRENT SURVEY CONTROL
 EE2048  ___________________________________________________________________
 EE2048* NAD 83(1994)-  34 42 58.82498(N)    085 28 14.66329(W)     ADJUSTED  
 EE2048* NAVD 88     -       670.3    (meters)    2199.     (feet)  VERTCON   
 EE2048  ___________________________________________________________________
 EE2048  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 EE2048  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE2048
 EE2048  HORZ ORDER  -  SECOND
 EE2048
 EE2048.The horizontal coordinates were established by classical geodetic methods
 EE2048.and adjusted by the National Geodetic Survey in September 1997..
 EE2048
 EE2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2048
 EE2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2048
 EE2048.The geoid height was determined by GEOID03.
 EE2048
 EE2048;                    North         East     Units Scale Factor Converg.
 EE2048;SPC GA W     -   523,732.805   580,552.479   MT  1.00007580   -0 44 34.0
 EE2048;SPC GA W     - 1,718,280.04  1,904,695.92   sFT  1.00007580   -0 44 34.0
 EE2048;UTM  16      - 3,842,651.465   640,033.274   MT  0.99984169   +0 52 15.9
 EE2048
 EE2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2048!SPC GA W     -   0.99989933  x   1.00007580  =   0.99997512
 EE2048!UTM  16      -   0.99989933  x   0.99984169  =   0.99974104
 EE2048
 EE2048:                Primary Azimuth Mark                     Grid Az
 EE2048:SPC GA W     -  CARMEL                                   017 05 50.9
 EE2048:UTM  16      -  CARMEL                                   015 29 01.0
 EE2048
 EE2048|---------------------------------------------------------------------|
 EE2048| PID    Reference Object                     Distance      Geod. Az  |
 EE2048|                                                           dddmmss.s |
 EE2048| EE2052 CARMEL                              APPROX. 3.1 KM 0162116.9 |
 EE2048|---------------------------------------------------------------------|
 EE2048
 EE2048                          SUPERSEDED SURVEY CONTROL
 EE2048
 EE2048  NAD 83(1994)-  34 42 58.82764(N)    085 28 14.66607(W) AD(       ) 2
 EE2048  NAD 83(1986)-  34 42 58.82898(N)    085 28 14.66454(W) AD(       ) 2
 EE2048  NAD 27      -  34 42 58.54375(N)    085 28 14.79909(W) AD(       ) 2
 EE2048  NGVD 29 (07/19/86)  670.3    (m)         2199.     (f) VERT ANG       
 EE2048
 EE2048.Superseded values are not recommended for survey control.
 EE2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2048.See file dsdata.txt to determine how the superseded data were derived.
 EE2048
 EE2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4003342651(NAD 83)
 EE2048_MARKER: DD = SURVEY DISK
 EE2048_SETTING: 66 = SET IN ROCK OUTCROP
 EE2048_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EE2048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2048+STABILITY: POSITION/ELEVATION WELL
 EE2048
 EE2048  HISTORY     - Date     Condition        Report By
 EE2048  HISTORY     - 1972     MONUMENTED       GADT
 EE2048
 EE2048                          STATION DESCRIPTION
 EE2048
 EE2048'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2048'THE STATION IS LOCATED 5.6 MILES SOUTHWEST OF THE INTERSECTION
 EE2048'OF GA. 143 AND GA. 157.  8.5 MILES SOUTH OF CLOUDLAND CANYON
 EE2048'STATE PARK.  8.0 MILES SOUTHWEST OF THE INTERSECTION OF GA. 143
 EE2048'AND GA. 193.
 EE2048'
 EE2048'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27, PROCEED
 EE2048'WEST ON GA. 143 17.56 MILES TO THE INTERSECTION OF
 EE2048'GA. 157.  PROCEED SOUTH ON GA. 157 6.1 MILES TO THE INTERSECTION
 EE2048'OF GA. 239.  PROCEED SOUTH ON GA. 239 1.2 MILES TO STATION ON
 EE2048'RIGHT.
 EE2048'
 EE2048'THE STATION, A STANDARD BRASS DISC SET IN A DRILL HOLE IN A
 EE2048'TURTLE SHELL SHADE ROCK AND STAMPED B.V. 146-203, IS LOCATED 34.0
 EE2048'FEET WEST OF THE CENTERLINE OF GA. 239.  157 FEET SOUTHWEST OF A
 EE2048'POWER POLE.  442.2 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2054 ***********************************************************************
 EE2054  DESIGNATION -  BV 146 204 GAHD 1972
 EE2054  PID         -  EE2054
 EE2054  STATE/COUNTY-  GA/WALKER
 EE2054  USGS QUAD   -  CEDAR GROVE (1982)
 EE2054
 EE2054                         *CURRENT SURVEY CONTROL
 EE2054  ___________________________________________________________________
 EE2054* NAD 83(1994)-  34 41 44.74685(N)    085 28 19.10820(W)     ADJUSTED  
 EE2054* NAVD 88     -       662.5    (meters)    2174.     (feet)  VERTCON   
 EE2054  ___________________________________________________________________
 EE2054  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 EE2054  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE2054
 EE2054  HORZ ORDER  -  SECOND
 EE2054
 EE2054.The horizontal coordinates were established by classical geodetic methods
 EE2054.and adjusted by the National Geodetic Survey in September 1997..
 EE2054
 EE2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2054
 EE2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2054
 EE2054.The geoid height was determined by GEOID03.
 EE2054
 EE2054;                    North         East     Units Scale Factor Converg.
 EE2054;SPC GA W     -   521,451.548   580,409.764   MT  1.00007622   -0 44 35.1
 EE2054;SPC GA W     - 1,710,795.62  1,904,227.70   sFT  1.00007622   -0 44 35.1
 EE2054;SPC AL E     -   465,340.607   233,108.172   MT  0.99997351   +0 12 20.5
 EE2054;UTM  16      - 3,840,367.630   639,954.865   MT  0.99984142   +0 52 11.7
 EE2054
 EE2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2054!SPC GA W     -   0.99990055  x   1.00007622  =   0.99997676
 EE2054!SPC AL E     -   0.99990055  x   0.99997351  =   0.99987406
 EE2054!UTM  16      -   0.99990055  x   0.99984142  =   0.99974199
 EE2054
 EE2054:                Primary Azimuth Mark                     Grid Az
 EE2054:SPC GA W     -  BV 146 203 GAHD 1972                     003 34 46.3
 EE2054:SPC AL E     -  BV 146 203 GAHD 1972                     002 37 50.7
 EE2054:UTM  16      -  BV 146 203 GAHD 1972                     001 57 59.5
 EE2054
 EE2054|---------------------------------------------------------------------|
 EE2054| PID    Reference Object                     Distance      Geod. Az  |
 EE2054|                                                           dddmmss.s |
 EE2054| EE2048 BV 146 203 GAHD 1972                APPROX. 2.3 KM 0025011.2 |
 EE2054|---------------------------------------------------------------------|
 EE2054
 EE2054                          SUPERSEDED SURVEY CONTROL
 EE2054
 EE2054  NAD 83(1994)-  34 41 44.74957(N)    085 28 19.11111(W) AD(       ) 2
 EE2054  NAD 83(1986)-  34 41 44.75091(N)    085 28 19.10961(W) AD(       ) 2
 EE2054  NAD 27      -  34 41 44.46474(N)    085 28 19.24459(W) AD(       ) 2
 EE2054  NGVD 29 (07/19/86)  662.5    (m)         2174.     (f) VERT ANG       
 EE2054
 EE2054.Superseded values are not recommended for survey control.
 EE2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2054.See file dsdata.txt to determine how the superseded data were derived.
 EE2054
 EE2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3995540368(NAD 83)
 EE2054_MARKER: DD = SURVEY DISK
 EE2054_SETTING: 0 = UNSPECIFIED SETTING
 EE2054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2054
 EE2054  HISTORY     - Date     Condition        Report By
 EE2054  HISTORY     - 1972     MONUMENTED       GADT
 EE2054
 EE2054                          STATION DESCRIPTION
 EE2054
 EE2054'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2054'THE STATION IS LOCATED 7.2 MILES SOUTHWEST OF THE INTERSECTION
 EE2054'OF GA. 157 AND GA. 143.  10.1 MILES SOUTH OF CLOUDLAND CANYON
 EE2054'STATE PARK.  9.3 MILES SOUTHWEST OF THE INTERSECTION OF GA. 143
 EE2054'AND GA. 193.
 EE2054'
 EE2054'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27, PROCEED
 EE2054'WEST ON GA. 143 17.6 MILES TO THE INTERSECTION OF
 EE2054'GA. 157.  PROCEED SOUTH ON GA. 157 6.1 MILES TO THE INTERSECTION
 EE2054'GA. 239.  PROCEED SOUTH GA. 239 3.0 MILES TO THE STATION ON THE
 EE2054'RIGHT.
 EE2054'
 EE2054'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2054'STAMPED B.V. 146-204, IS LOCATED 36.6 FEET WEST OF THE CENTERLINE
 EE2054'OF GA. 239.  207.6 FEET SOUTHEAST OF A POWER POLE.  137.0 FEET
 EE2054'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2070 ***********************************************************************
 EE2070  DESIGNATION -  BV 146 205
 EE2070  PID         -  EE2070
 EE2070  STATE/COUNTY-  GA/WALKER
 EE2070  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2070
 EE2070                         *CURRENT SURVEY CONTROL
 EE2070  ___________________________________________________________________
 EE2070* NAD 83(1994)-  34 52 51.70866(N)    085 19 07.07776(W)     ADJUSTED  
 EE2070* NAVD 88     -       305.4    (meters)    1002.     (feet)  VERTCON   
 EE2070  ___________________________________________________________________
 EE2070  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 EE2070  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE2070
 EE2070  HORZ ORDER  -  SECOND
 EE2070
 EE2070.The horizontal coordinates were established by classical geodetic methods
 EE2070.and adjusted by the National Geodetic Survey in September 1997..
 EE2070
 EE2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2070
 EE2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2070
 EE2070.The geoid height was determined by GEOID03.
 EE2070
 EE2070;                    North         East     Units Scale Factor Converg.
 EE2070;SPC GA W     -   541,832.364   594,695.204   MT  1.00003663   -0 39 31.8
 EE2070;SPC GA W     - 1,777,661.68  1,951,095.85   sFT  1.00003663   -0 39 31.8
 EE2070;UTM  16      - 3,861,139.439   653,656.977   MT  0.99989100   +0 57 42.2
 EE2070
 EE2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2070!SPC GA W     -   0.99995669  x   1.00003663  =   0.99999332
 EE2070!UTM  16      -   0.99995669  x   0.99989100  =   0.99984769
 EE2070
 EE2070:                Primary Azimuth Mark                     Grid Az
 EE2070:SPC GA W     -  ROSSVILLE MISSIONARY RDG SPIPE           016 07 46.2
 EE2070:UTM  16      -  ROSSVILLE MISSIONARY RDG SPIPE           014 30 32.2
 EE2070
 EE2070|---------------------------------------------------------------------|
 EE2070| PID    Reference Object                     Distance      Geod. Az  |
 EE2070|                                                           dddmmss.s |
 EE2070| EE2068 ROSSVILLE MISSIONARY RDG SPIPE      APPROX. 9.1 KM 0152814.4 |
 EE2070| EE2069 CHICKAMAUGA MUN STANDPIPE           APPROX. 0.5 KM 1020623.9 |
 EE2070| CG4983 BV 146 205 AZ MK                                   1464521.9 |
 EE2070|---------------------------------------------------------------------|
 EE2070
 EE2070                          SUPERSEDED SURVEY CONTROL
 EE2070
 EE2070  NAD 83(1994)-  34 52 51.71034(N)    085 19 07.08118(W) AD(       ) 2
 EE2070  NAD 83(1986)-  34 52 51.71125(N)    085 19 07.07944(W) AD(       ) 2
 EE2070  NAD 27      -  34 52 51.43607(N)    085 19 07.23071(W) AD(       ) 2
 EE2070  NGVD 29 (07/19/86)  305.4    (m)         1002.     (f) VERT ANG       
 EE2070
 EE2070.Superseded values are not recommended for survey control.
 EE2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2070.See file dsdata.txt to determine how the superseded data were derived.
 EE2070
 EE2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5365761139(NAD 83)
 EE2070_MARKER: DD = SURVEY DISK
 EE2070_SETTING: 0 = UNSPECIFIED SETTING
 EE2070
 EE2070  HISTORY     - Date     Condition        Report By
 EE2070  HISTORY     - 1972     MONUMENTED       GADT
 EE2070
 EE2070                          STATION DESCRIPTION
 EE2070
 EE2070'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2070'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF
 EE2070'CHICHAMAUGA, 6.5 MILES NORTHEAST OF THE INTERSECTION OF GA 143
 EE2070'AND GA 193, AND 6.1 MILES NORTH OF THE INTERSECTION OF GA 143
 EE2070'AND GA 341.
 EE2070'
 EE2070'TO REACH THE STATION FROM THE BANK OF CHICKAMAUGA IN
 EE2070'CHICKAMAUGA, GEORGIA PROCEED NORTHWEST ON GORDON STREET (COUNTY
 EE2070'ROAD 516) FOR 0.35 MILES TO THE INTERSECTION OF WEST 6TH STREET
 EE2070'(COUNTY ROAD 209).  PROCEED SOUTH ON WEST 6TH STREET (COUNTY
 EE2070'ROAD 209) FOR 0.2 MILES TO A SHARP CURVE TO THE RIGHT.  PROCEED
 EE2070'WEST ON COUNTY ROAD 209 FOR 1.2 MILES TO THE STATION ON THE
 EE2070'RIGHT.
 EE2070'
 EE2070'THE STATION, A STANDARD BRASS DISK SET IN A CONCRETE POST AND
 EE2070'STAMPED 146-205, IS LOCATED 35.2 FEET SOUTHEAST OF A POWER POLE,
 EE2070'50.5 FEET NORTHEAST OF THE POINT OF INTERSECTION OF A DRIVE,
 EE2070'50.0 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 209, 69.4 FEET
 EE2070'NORTHEAST OF THE POINT OF INTERSECTION OF THE WEST END OF A
 EE2070'DRIVE, AND 5.8 FEET SOUTHWEST OF A 12-INCH OAK TREE.
 EE2070'
 EE2070'THE AZIMUTH MARK IS LOCATED 0.20 MILES SOUTHEAST OF THE STATION,
 EE2070'12.0 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 24.5 FEET WEST
 EE2070'OF THE CENTERLINE OF THE COUNTY ROAD (PAVED), AND 58.4 FEET
 EE2070'NORTHEAST OF A 12-INCH OAK TREE ON THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2064 ***********************************************************************
 EE2064  DESIGNATION -  BV 146 206
 EE2064  PID         -  EE2064
 EE2064  STATE/COUNTY-  GA/WALKER
 EE2064  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2064
 EE2064                         *CURRENT SURVEY CONTROL
 EE2064  ___________________________________________________________________
 EE2064* NAD 83(1994)-  34 57 29.23124(N)    085 18 35.86711(W)     ADJUSTED  
 EE2064* NAVD 88     -       215.5    (meters)     707.     (feet)  VERTCON   
 EE2064  ___________________________________________________________________
 EE2064  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EE2064  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 EE2064
 EE2064  HORZ ORDER  -  SECOND
 EE2064
 EE2064.The horizontal coordinates were established by classical geodetic methods
 EE2064.and adjusted by the National Geodetic Survey in September 1997..
 EE2064
 EE2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2064
 EE2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2064
 EE2064.The geoid height was determined by GEOID03.
 EE2064
 EE2064;                    North         East     Units Scale Factor Converg.
 EE2064;SPC GA W     -   550,375.273   595,585.455   MT  1.00003433   -0 39 18.5
 EE2064;SPC GA W     - 1,805,689.54  1,954,016.61   sFT  1.00003433   -0 39 18.5
 EE2064;SPC TN       -    69,543.853   663,027.817   MT  1.00006432   +0 24 14.3
 EE2064;SPC TN       -   228,161.79  2,175,283.76   sFT  1.00006432   +0 24 14.3
 EE2064;UTM  16      - 3,869,702.898   654,304.949   MT  0.99989346   +0 58 06.8
 EE2064
 EE2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2064!SPC GA W     -   0.99997082  x   1.00003433  =   1.00000515
 EE2064!SPC TN       -   0.99997082  x   1.00006432  =   1.00003514
 EE2064!UTM  16      -   0.99997082  x   0.99989346  =   0.99986428
 EE2064
 EE2064:                Primary Azimuth Mark                     Grid Az
 EE2064:SPC GA W     -  ROSSVILLE MISSIONARY RDG SPIPE           083 58 25.2
 EE2064:SPC TN       -  ROSSVILLE MISSIONARY RDG SPIPE           082 54 52.4
 EE2064:UTM  16      -  ROSSVILLE MISSIONARY RDG SPIPE           082 20 59.9
 EE2064
 EE2064|---------------------------------------------------------------------|
 EE2064| PID    Reference Object                     Distance      Geod. Az  |
 EE2064|                                                           dddmmss.s |
 EE2064| EE2068 ROSSVILLE MISSIONARY RDG SPIPE      APPROX. 1.6 KM 0831906.7 |
 EE2064| CG4984 BV 146 206 AZ MK                                   1872942.8 |
 EE2064|---------------------------------------------------------------------|
 EE2064
 EE2064                          SUPERSEDED SURVEY CONTROL
 EE2064
 EE2064  NAD 83(1994)-  34 57 29.23239(N)    085 18 35.87040(W) AD(       ) 2
 EE2064  NAD 83(1986)-  34 57 29.23319(N)    085 18 35.86842(W) AD(       ) 2
 EE2064  NAD 27      -  34 57 28.96300(N)    085 18 36.01961(W) AD(       ) 2
 EE2064  NGVD 29 (07/19/86)  215.5    (m)          707.     (f) VERT ANG       
 EE2064
 EE2064.Superseded values are not recommended for survey control.
 EE2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2064.See file dsdata.txt to determine how the superseded data were derived.
 EE2064
 EE2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5430569703(NAD 83)
 EE2064_MARKER: DD = SURVEY DISK
 EE2064_SETTING: 0 = UNSPECIFIED SETTING
 EE2064
 EE2064  HISTORY     - Date     Condition        Report By
 EE2064  HISTORY     - 1972     MONUMENTED       GADT
 EE2064
 EE2064                          STATION DESCRIPTION
 EE2064
 EE2064'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2064'THE STATION IS LOCATED 2.1 MILES NORTHEAST OF THE INTERSECTION
 EE2064'OF GA. 193 AND GA. 349.  2.0 MILES SOUTHWEST OF ROSSVILLE,
 EE2064'GEORGIA.  3.0 MILES WEST OF FORT OGLETHORPE.
 EE2064'
 EE2064'TO REACH FROM THE INTERSECTION OF GA. 2 AND U.S. 27 AT THE POST
 EE2064'OFFICE IN ROSSVILLE, GEORGIA, PROCEED SOUTHWEST ON GA. 2 2.20 MILES
 EE2064'TO A PAVED COUNTY ROAD 345.  PROCEED WEST ON COUNTY PAVED ROAD 345
 EE2064'0.65 MILE TO THE INTERSECTION OF GA. 349.  PROCEED SOUTH ON GA.
 EE2064'349 0.35 MILE TO THE STATION.
 EE2064'
 EE2064'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2064'STAMPED B.V. 146-206, IS LOCATED 20.8 FEET WEST OF THE CENTERLINE
 EE2064'OF GA. 349.  2.5 FEET EAST OF THE FENCE.  107 FEET NORTHWEST OF
 EE2064'A POWER POLE.  58.9 FEET SOUTH OF A POWER POLE.  77 FEET SOUTHEAST
 EE2064'OF THE INTERSECTION OF DIRT DRIVE.
 EE2064'
 EE2064'THE AZIMUTH, LOCATED 0.46 MILE SOUTH OF THE STATION ON GA. 349,
 EE2064'IS 24.2 FEET WEST OF THE CENTERLINE.  6.0 FEET EAST OF A BARBED
 EE2064'WIRE FENCE.  135.5 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2049 ***********************************************************************
 EE2049  DESIGNATION -  BV 146 207 GAHD 1972
 EE2049  PID         -  EE2049
 EE2049  STATE/COUNTY-  GA/WALKER
 EE2049  USGS QUAD   -  CEDAR GROVE (1982)
 EE2049
 EE2049                         *CURRENT SURVEY CONTROL
 EE2049  ___________________________________________________________________
 EE2049* NAD 83(1994)-  34 39 21.79551(N)    085 25 19.72914(W)     ADJUSTED  
 EE2049* NAVD 88     -       297.9    (meters)     977.     (feet)  VERTCON   
 EE2049  ___________________________________________________________________
 EE2049  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EE2049  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE2049
 EE2049  HORZ ORDER  -  SECOND
 EE2049
 EE2049.The horizontal coordinates were established by classical geodetic methods
 EE2049.and adjusted by the National Geodetic Survey in September 1997..
 EE2049
 EE2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2049
 EE2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2049
 EE2049.The geoid height was determined by GEOID03.
 EE2049
 EE2049;                    North         East     Units Scale Factor Converg.
 EE2049;SPC GA W     -   516,988.457   584,920.222   MT  1.00006318   -0 42 50.4
 EE2049;SPC GA W     - 1,696,152.96  1,919,025.76   sFT  1.00006318   -0 42 50.4
 EE2049;UTM  16      - 3,836,034.161   644,588.085   MT  0.99985768   +0 53 50.6
 EE2049
 EE2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2049!SPC GA W     -   0.99995778  x   1.00006318  =   1.00002096
 EE2049!UTM  16      -   0.99995778  x   0.99985768  =   0.99981546
 EE2049
 EE2049:                Primary Azimuth Mark                     Grid Az
 EE2049:SPC GA W     -  GULF POINT 2                             231 41 20.8
 EE2049:UTM  16      -  GULF POINT 2                             230 04 39.8
 EE2049
 EE2049|---------------------------------------------------------------------|
 EE2049| PID    Reference Object                     Distance      Geod. Az  |
 EE2049|                                                           dddmmss.s |
 EE2049| EE2050 GULF POINT 2                        APPROX. 5.4 KM 2305830.4 |
 EE2049|---------------------------------------------------------------------|
 EE2049
 EE2049                          SUPERSEDED SURVEY CONTROL
 EE2049
 EE2049  NAD 83(1994)-  34 39 21.79792(N)    085 25 19.73217(W) AD(       ) 2
 EE2049  NAD 83(1986)-  34 39 21.79926(N)    085 25 19.73061(W) AD(       ) 2
 EE2049  NAD 27      -  34 39 21.50935(N)    085 25 19.87191(W) AD(       ) 2
 EE2049  NGVD 29 (07/19/86)  297.9    (m)          977.     (f) VERT ANG       
 EE2049
 EE2049.Superseded values are not recommended for survey control.
 EE2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2049.See file dsdata.txt to determine how the superseded data were derived.
 EE2049
 EE2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4458836034(NAD 83)
 EE2049_MARKER: DD = SURVEY DISK
 EE2049_SETTING: 0 = UNSPECIFIED SETTING
 EE2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2049
 EE2049  HISTORY     - Date     Condition        Report By
 EE2049  HISTORY     - 1972     MONUMENTED       GADT
 EE2049
 EE2049                          STATION DESCRIPTION
 EE2049
 EE2049'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2049'THE STATION IS LOCATED 7.7 MILES SOUTHWEST OF THE INTERSECTION OF
 EE2049'GA. 193 AND GA. 341 (DAVIS CROSS ROADS).  8.7 MILES SOUTHWEST
 EE2049'OF LAFAYETTE, GEORGIA.  10.8 MILES SOUTH OF THE INTERSECTION OF
 EE2049'GA. 193 AND GA. 143 ON THE PROPERTY OF MRS. A.L. MASHBURN.
 EE2049'
 EE2049'TO REACH FROM THE INTERSECTION OF GA. 193 AND GA. 341, PROCEED
 EE2049'SOUTH 4.82 MILES ON COUNTY ROAD S91763 TO A T CROSSING.  TURN LEFT
 EE2049'AND PROCEED SOUTH ON S1763 3.8 MILES TO THE INTERSECTION OF COUNTY
 EE2049'ROAD 109.  PROCEED EAST ON COUNTY ROAD 109 0.20 MILE TO A DIRT
 EE2049'DRIVE.  PROCEED SOUTH ON DRIVE 0.05 MILE TO THE STATION ON THE
 EE2049'RIGHT.
 EE2049'
 EE2049'THE STATION IS A STANDARD BRASS CAP SET IN A CONCRETE POST.  THE
 EE2049'STATION IS LOCATED 137.4 FEET SOUTH OF A SHED.  146.5 FEET
 EE2049'SOUTHWEST OF ANOTHER SHED.  61.4 FEET WEST OF A POWER POLE.  125.2
 EE2049'FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2053 ***********************************************************************
 EE2053  DESIGNATION -  BV 146 208 GAHD 1972
 EE2053  PID         -  EE2053
 EE2053  STATE/COUNTY-  GA/WALKER
 EE2053  USGS QUAD   -  CEDAR GROVE (1982)
 EE2053
 EE2053                         *CURRENT SURVEY CONTROL
 EE2053  ___________________________________________________________________
 EE2053* NAD 83(1994)-  34 38 49.90020(N)    085 28 08.57772(W)     ADJUSTED  
 EE2053* NAVD 88     -       670.0    (meters)    2198.     (feet)  VERTCON   
 EE2053  ___________________________________________________________________
 EE2053  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 EE2053  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE2053
 EE2053  HORZ ORDER  -  SECOND
 EE2053
 EE2053.The horizontal coordinates were established by classical geodetic methods
 EE2053.and adjusted by the National Geodetic Survey in September 1997..
 EE2053
 EE2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2053
 EE2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2053
 EE2053.The geoid height was determined by GEOID03.
 EE2053
 EE2053;                    North         East     Units Scale Factor Converg.
 EE2053;SPC GA W     -   516,060.192   580,608.094   MT  1.00007564   -0 44 25.9
 EE2053;SPC GA W     - 1,693,107.48  1,904,878.39   sFT  1.00007564   -0 44 25.9
 EE2053;SPC AL E     -   459,953.822   233,395.665   MT  0.99997374   +0 12 25.6
 EE2053;UTM  16      - 3,834,985.246   640,304.702   MT  0.99984263   +0 52 13.9
 EE2053
 EE2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2053!SPC GA W     -   0.99989936  x   1.00007564  =   0.99997499
 EE2053!SPC AL E     -   0.99989936  x   0.99997374  =   0.99987310
 EE2053!UTM  16      -   0.99989936  x   0.99984263  =   0.99974201
 EE2053
 EE2053:                Primary Azimuth Mark                     Grid Az
 EE2053:SPC GA W     -  BV 146 207 GAHD 1972                     077 51 04.8
 EE2053:SPC AL E     -  BV 146 207 GAHD 1972                     076 54 13.3
 EE2053:UTM  16      -  BV 146 207 GAHD 1972                     076 14 25.0
 EE2053
 EE2053|---------------------------------------------------------------------|
 EE2053| PID    Reference Object                     Distance      Geod. Az  |
 EE2053|                                                           dddmmss.s |
 EE2053| EE2049 BV 146 207 GAHD 1972                APPROX. 4.4 KM 0770638.9 |
 EE2053|---------------------------------------------------------------------|
 EE2053
 EE2053                          SUPERSEDED SURVEY CONTROL
 EE2053
 EE2053  NAD 83(1994)-  34 38 49.90299(N)    085 28 08.58071(W) AD(       ) 2
 EE2053  NAD 83(1986)-  34 38 49.90428(N)    085 28 08.57928(W) AD(       ) 2
 EE2053  NAD 27      -  34 38 49.61456(N)    085 28 08.71617(W) AD(       ) 2
 EE2053  NGVD 29 (07/19/86)  670.0    (m)         2198.     (f) VERT ANG       
 EE2053
 EE2053.Superseded values are not recommended for survey control.
 EE2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2053.See file dsdata.txt to determine how the superseded data were derived.
 EE2053
 EE2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4030534985(NAD 83)
 EE2053_MARKER: Z = SEE DESCRIPTION
 EE2053_SETTING: 0 = UNSPECIFIED SETTING
 EE2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2053
 EE2053  HISTORY     - Date     Condition        Report By
 EE2053  HISTORY     - 1972     MONUMENTED       GADT
 EE2053
 EE2053                          STATION DESCRIPTION
 EE2053
 EE2053'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2053'THE STATION IS LOCATED 11.5 MILES SOUTHWEST OF LAFAYETTE,
 EE2053'GEORGIA.  5.3 MILES SOUTH OF THE INTERSECTION OF GA. 157 AND
 EE2053'GA. 239.  10 MILE SOUTH OF THE INTERSECTION OF GA. 157 AND GA. 143.
 EE2053'
 EE2053'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27, PROCEED
 EE2053'WEST ON GA. 143 13.8 MILES TO THE INTERSECTION OF GA. 143 AND
 EE2053'GA. 157.  PROCEED SOUTH ON GA. 157 FOR 5.20 MILES TO THE
 EE2053'INTERSECTION OF GA. 157 AND GA. 239.  CONTINUE SOUTH ON GA. 239
 EE2053'5.5 MILES TO THE STATION ON THE LEFT.
 EE2053'
 EE2053'THE STATION IS APPROXIMATELY 300 FEET TO THE LEFT OF GA. 239.  ON
 EE2053'THE HIGHEST CLIFF IN THE AREA.  A REFERENCE MARK HAS BEEN
 EE2053'SET IN A FLAT ROCK JUST BELOW THE B.V. STATION.  ODD SHAPED
 EE2053'ROCKS ARE ALL AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2051 ***********************************************************************
 EE2051  FBN         -  This is a Federal Base Network Control Station.
 EE2051  DESIGNATION -  BV 146 209
 EE2051  PID         -  EE2051
 EE2051  STATE/COUNTY-  GA/WALKER
 EE2051  USGS QUAD   -  CEDAR GROVE (1982)
 EE2051
 EE2051                         *CURRENT SURVEY CONTROL
 EE2051  ___________________________________________________________________
 EE2051* NAD 83(1994)-  34 41 55.65051(N)    085 26 08.08699(W)     ADJUSTED  
 EE2051* NAVD 88     -       277.4    (meters)     910.     (feet)  GPS OBS   
 EE2051  ___________________________________________________________________
 EE2051  X           -     417,772.753 (meters)                     COMP
 EE2051  Y           -  -5,233,075.770 (meters)                     COMP
 EE2051  Z           -   3,610,585.807 (meters)                     COMP
 EE2051  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 EE2051  ELLIP HEIGHT-         248.44  (meters)          (09/21/99) GPS OBS
 EE2051  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE2051
 EE2051  HORZ ORDER  -  A
 EE2051  ELLP ORDER  -  THIRD     CLASS I
 EE2051
 EE2051.The horizontal coordinates were established by GPS observations
 EE2051.and adjusted by the National Geodetic Survey in September 1999..
 EE2051
 EE2051.The orthometric height was determined by GPS observations and a
 EE2051.high-resolution geoid model.
 EE2051
 EE2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2051
 EE2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2051
 EE2051.The ellipsoidal height was determined by GPS observations
 EE2051.and is referenced to NAD 83.
 EE2051
 EE2051.The geoid height was determined by GEOID03.
 EE2051
 EE2051;                    North         East     Units Scale Factor Converg.
 EE2051;SPC GA W     -   521,744.895   583,748.629   MT  1.00006652   -0 43 20.7
 EE2051;SPC GA W     - 1,711,758.04  1,915,181.96   sFT  1.00006652   -0 43 20.7
 EE2051;UTM  16      - 3,840,754.763   643,283.403   MT  0.99985304   +0 53 26.6
 EE2051
 EE2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2051!SPC GA W     -   0.99996100  x   1.00006652  =   1.00002752
 EE2051!UTM  16      -   0.99996100  x   0.99985304  =   0.99981405
 EE2051
 EE2051:                Primary Azimuth Mark                     Grid Az
 EE2051:SPC GA W     -  MCCUTCHEN                                091 02 19.2
 EE2051:UTM  16      -  MCCUTCHEN                                089 25 31.9
 EE2051
 EE2051|---------------------------------------------------------------------|
 EE2051| PID    Reference Object                     Distance      Geod. Az  |
 EE2051|                                                           dddmmss.s |
 EE2051| EE2046 MCCUTCHEN                           APPROX. 4.7 KM 0901858.5 |
 EE2051|---------------------------------------------------------------------|
 EE2051
 EE2051                          SUPERSEDED SURVEY CONTROL
 EE2051
 EE2051  NAD 83(1994)-  34 41 55.64993(N)    085 26 08.08578(W) AD(       ) B
 EE2051  ELLIP H (03/09/95)  248.44   (m)                       GP(       ) 1 1
 EE2051  NAD 83(1994)-  34 41 55.65198(N)    085 26 08.08691(W) AD(       ) 2
 EE2051  NAD 83(1986)-  34 41 55.65327(N)    085 26 08.08526(W) AD(       ) 2
 EE2051  NAD 27      -  34 41 55.36653(N)    085 26 08.22430(W) AD(       ) 2
 EE2051  NGVD 29 (07/19/86)  277.1    (m)          909.     (f) VERT ANG       
 EE2051
 EE2051.Superseded values are not recommended for survey control.
 EE2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2051.See file dsdata.txt to determine how the superseded data were derived.
 EE2051
 EE2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4328340755(NAD 83)
 EE2051_MARKER: DD = SURVEY DISK
 EE2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2051_STAMPING: B.V. 146-209
 EE2051_MARK LOGO: GADT  
 EE2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2051+STABILITY: SURFACE MOTION
 EE2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2051+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 EE2051
 EE2051  HISTORY     - Date     Condition        Report By
 EE2051  HISTORY     - 1972     MONUMENTED       GADT
 EE2051  HISTORY     - 19940412 GOOD             GADT
 EE2051  HISTORY     - 19990224 GOOD             NGS
 EE2051  HISTORY     - 20030325 GOOD             GADT
 EE2051  HISTORY     - 20031010 GOOD             TNDT
 EE2051  HISTORY     - 20050824 GOOD             BWSC
 EE2051
 EE2051                          STATION DESCRIPTION
 EE2051
 EE2051'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2051'THE STATION IS LOCATED 5.8 MILES SOUTHWEST OF THE INTERSECTION
 EE2051'OF GA 193 AND GA 341 (DAVIS CROSSROADS).  2.7 MILES SOUTHEAST
 EE2051'OF THE INTERSECTION OF GA 157 AND GA 239.  8.9 MILES WEST OF
 EE2051'LAFAYETTE, GEORGIA ON THE PROPERTY OF EDDIE GILREATH.
 EE2051'
 EE2051'TO REACH FROM THE INTERSECTION OF GA 143 AND GA 193, PROCEED
 EE2051'SOUTH ON GA 193 2.79 MILES TO THE INTERSECTION OF A PAVED
 EE2051'COUNTY ROAD 112.  PROCEED SOUTH ON PAVED COUNTY ROAD 112 5.31
 EE2051'MILES TO THE STATION ON THE LEFT.
 EE2051'
 EE2051'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2051'STAMPED B.V. 146-209, IS LOCATED 67.8 FEET EAST OF THE
 EE2051'CENTERLINE OF PAVED COUNTY ROAD.  33.5 FEET NORTHEAST OF A
 EE2051'POWER POLE.  117.5 FEET SOUTHEAST OF THE P.I. OF DIRT DRIVE AND
 EE2051'PAVED COUNTY ROAD.  108.2 FEET EAST OF A POWER POLE.
 EE2051
 EE2051                          STATION RECOVERY (1994)
 EE2051
 EE2051'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 EE2051'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF LAFAYETTE, GA.,
 EE2051'5.8 MI (9.3 KM) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 193 AND
 EE2051'U.S. HIGHWAY 341 (DAVIS CROSSING), 2.7 MI (4.3 KM) SOUTHEAST OF THE
 EE2051'INTERSECTION OF STATE HIGHWAYS 157 AND 239.  OWNERSHIP--EDDIE
 EE2051'GILREATH. TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 EE2051'143 AND 193, GO SOUTH ON STATE HIGHWAY 193 FOR 2.79 MI (4.49 KM) TO
 EE2051'THE INTERSECTION OF PAVED COUNTY ROAD 112, GO SOUTHERLY ON COUNTY ROAD
 EE2051'112 FOR 5.31 MI (8.55 KM) TO THE STATION ON THE LEFT. THE STATION IS
 EE2051'LOCATED 117.5 FT (35.8 M) SOUTHEAST OF THE P.I. OF DIRT DRIVE AND
 EE2051'COUNTY ROAD, 108.2 FT (33.0 M) EAST OF A POWER POLE, 67.8 FT (20.7 M)
 EE2051'EAST OF THE CENTERLINE OF COUNTY ROAD AND 33.5 FT (10.2 M) NORTHEAST
 EE2051'OF A POWER POLE.
 EE2051
 EE2051                          STATION RECOVERY (1999)
 EE2051
 EE2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 EE2051'RECOVERED AS DESCRIBED.
 EE2051
 EE2051                          STATION RECOVERY (2003)
 EE2051
 EE2051'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE2051'THIS MARK WAS USED AS STATION IN NGS PROJECT FBN 2003 AS A BORDER TIE
 EE2051'FOR PROJECT IN TENNESSEE.
 EE2051' 
 EE2051
 EE2051                          STATION RECOVERY (2003)
 EE2051
 EE2051'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EE2051'RECOVERED AS DESCRIBED.
 EE2051
 EE2051                          STATION RECOVERY (2005)
 EE2051
 EE2051'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2005 (TGK)
 EE2051'FROM THE INTERSECTION OF STATE HIGHWAYS 193 AND HIGHWAY 341 (DAVIS
 EE2051'CROSSING), GO NORTHERLY ON STATE HIGHWAY 193 FOR 2.40 MILES TO THE
 EE2051'INTERSECTION OF PAVED WEST COVE ROAD, TURN LEFT AND GO SOUTHERLY ON
 EE2051'WEST COVE ROAD FOR 5.50 MILES TO STATION ON THE LEFT. STATION IS
 EE2051'LOCATED APPROXIMATELY 500 FEET NORTH OF THE WALKER COUNTY FIRE/RESCUE
 EE2051'STATION 12 CEDAR GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2078 ***********************************************************************
 EE2078  DESIGNATION -  BV 146 210
 EE2078  PID         -  EE2078
 EE2078  STATE/COUNTY-  GA/WALKER
 EE2078  USGS QUAD   -  KENSINGTON (1983)
 EE2078
 EE2078                         *CURRENT SURVEY CONTROL
 EE2078  ___________________________________________________________________
 EE2078* NAD 83(1994)-  34 45 16.82327(N)    085 22 05.93213(W)     ADJUSTED  
 EE2078* NAVD 88     -       253.9    (meters)     833.     (feet)  VERTCON   
 EE2078  ___________________________________________________________________
 EE2078  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 EE2078  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 EE2078
 EE2078  HORZ ORDER  -  SECOND
 EE2078
 EE2078.The horizontal coordinates were established by classical geodetic methods
 EE2078.and adjusted by the National Geodetic Survey in September 1997..
 EE2078
 EE2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2078
 EE2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2078
 EE2078.The geoid height was determined by GEOID03.
 EE2078
 EE2078;                    North         East     Units Scale Factor Converg.
 EE2078;SPC GA W     -   527,868.336   589,985.532   MT  1.00004913   -0 41 06.3
 EE2078;SPC GA W     - 1,731,848.03  1,935,644.20   sFT  1.00004913   -0 41 06.3
 EE2078;UTM  16      - 3,847,050.251   649,344.154   MT  0.99987490   +0 55 49.2
 EE2078
 EE2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2078!SPC GA W     -   0.99996473  x   1.00004913  =   1.00001386
 EE2078!UTM  16      -   0.99996473  x   0.99987490  =   0.99983963
 EE2078
 EE2078:                Primary Azimuth Mark                     Grid Az
 EE2078:SPC GA W     -  BV 146 210 AZ MK                         198 22 59.1
 EE2078:UTM  16      -  BV 146 210 AZ MK                         196 46 03.6
 EE2078
 EE2078|---------------------------------------------------------------------|
 EE2078| PID    Reference Object                     Distance      Geod. Az  |
 EE2078|                                                           dddmmss.s |
 EE2078| CG4985 BV 146 210 AZ MK                                   1974152.8 |
 EE2078| EE2085 KENSINGTON WATER WKS STANDPIPE      APPROX. 3.1 KM 2963950.1 |
 EE2078|---------------------------------------------------------------------|
 EE2078
 EE2078                          SUPERSEDED SURVEY CONTROL
 EE2078
 EE2078  NAD 83(1994)-  34 45 16.82611(N)    085 22 05.93529(W) AD(       ) 2
 EE2078  NAD 83(1986)-  34 45 16.82743(N)    085 22 05.93366(W) AD(       ) 2
 EE2078  NAD 27      -  34 45 16.54377(N)    085 22 06.08079(W) AD(       ) 2
 EE2078  NGVD 29 (07/19/86)  253.9    (m)          833.     (f) VERT ANG       
 EE2078
 EE2078.Superseded values are not recommended for survey control.
 EE2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2078.See file dsdata.txt to determine how the superseded data were derived.
 EE2078
 EE2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4934447050(NAD 83)
 EE2078_MARKER: DD = SURVEY DISK
 EE2078_SETTING: 0 = UNSPECIFIED SETTING
 EE2078
 EE2078  HISTORY     - Date     Condition        Report By
 EE2078  HISTORY     - 1972     MONUMENTED       GADT
 EE2078
 EE2078                          STATION DESCRIPTION
 EE2078
 EE2078'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2078'THE STATION IS LOCATED 3.4 MILES SOUTHWEST OF THE INTERSECTION
 EE2078'OF GA. 143 AND GA. 341.  14.0 MILES SOUTH OF THE INTERSECTION
 EE2078'OF GA. 143 AND GA. 193.  5.9 MILES NORTHWEST OF LAFAYETTE,
 EE2078'GEORGIA.
 EE2078'
 EE2078'TO REACH FROM THE INTERSECTION OF GA. 341 AND GA. 143,
 EE2078'PROCEED SOUTH ON GA. 341 FOR 3.4 MILES TO THE STATION AT DAVIS
 EE2078'CROSS ROADS.
 EE2078'
 EE2078'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2078'STAMPED B.V. 146-210 IS LOCATED 39.5 FEET EAST OF THE CENTERLINE
 EE2078'OF GA. 341.  2.3 FEET WEST OF THE FENCE LINE.  153.9 FEET EAST
 EE2078'OF THE NORTHEAST CORNER OF THE HOUSE.  72.8 FEET NORTHEAST OF
 EE2078'A TELEPHONE POLE.  167.8 FEET NORTHWEST OF A POWER POLE IN THE
 EE2078'PASTURE.  137.2 FEET NORTHEAST OF A TELEPHONE POLE.
 EE2078'
 EE2078'THE AZIMUTH LOCATED 0.5 MILE SOUTH OF THE STATION.  38.4 FEET
 EE2078'EAST OF THE CENTERLINE OF THE CENTERLINE OF GA. 341 ON THE FENCE
 EE2078'LINE.  1.6 FEET WEST OF THE FENCE.  43.4 FEET NORTHEAST OF THE
 EE2078'P.I. OF THE DRIVE.  42.5 FEET SOUTHEAST OF A 10 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2081 ***********************************************************************
 EE2081  DESIGNATION -  BV 146 211
 EE2081  PID         -  EE2081
 EE2081  STATE/COUNTY-  GA/WALKER
 EE2081  USGS QUAD   -  KENSINGTON (1983)
 EE2081
 EE2081                         *CURRENT SURVEY CONTROL
 EE2081  ___________________________________________________________________
 EE2081* NAD 83(1994)-  34 50 03.21151(N)    085 17 47.23507(W)     ADJUSTED  
 EE2081* NAVD 88     -       238.1    (meters)     781.     (feet)  VERTCON   
 EE2081  ___________________________________________________________________
 EE2081  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EE2081  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EE2081
 EE2081  HORZ ORDER  -  SECOND
 EE2081
 EE2081.The horizontal coordinates were established by classical geodetic methods
 EE2081.and adjusted by the National Geodetic Survey in September 1997..
 EE2081
 EE2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2081
 EE2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2081
 EE2081.The geoid height was determined by GEOID03.
 EE2081
 EE2081;                    North         East     Units Scale Factor Converg.
 EE2081;SPC GA W     -   536,617.015   596,664.181   MT  1.00003157   -0 38 43.4
 EE2081;SPC GA W     - 1,760,550.99  1,957,555.73   sFT  1.00003157   -0 38 43.4
 EE2081;UTM  16      - 3,855,982.541   655,772.278   MT  0.99989907   +0 58 23.8
 EE2081
 EE2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2081!SPC GA W     -   0.99996725  x   1.00003157  =   0.99999882
 EE2081!UTM  16      -   0.99996725  x   0.99989907  =   0.99986632
 EE2081
 EE2081:                Primary Azimuth Mark                     Grid Az
 EE2081:SPC GA W     -  BV 146 211 AZ MK                         245 02 10.7
 EE2081:UTM  16      -  BV 146 211 AZ MK                         243 25 03.5
 EE2081
 EE2081|---------------------------------------------------------------------|
 EE2081| PID    Reference Object                     Distance      Geod. Az  |
 EE2081|                                                           dddmmss.s |
 EE2081| CG4986 BV 146 211 AZ MK                                   2442327.3 |
 EE2081| EE2087 LOOKOUT MTN LOT                     APPROX. 9.4 KM 2895822.4 |
 EE2081|---------------------------------------------------------------------|
 EE2081
 EE2081                          SUPERSEDED SURVEY CONTROL
 EE2081
 EE2081  NAD 83(1994)-  34 50 03.21350(N)    085 17 47.23829(W) AD(       ) 2
 EE2081  NAD 83(1986)-  34 50 03.21450(N)    085 17 47.23662(W) AD(       ) 2
 EE2081  NAD 27      -  34 50 02.93593(N)    085 17 47.39053(W) AD(       ) 2
 EE2081  NGVD 29 (07/19/86)  238.1    (m)          781.     (f) VERT ANG       
 EE2081
 EE2081.Superseded values are not recommended for survey control.
 EE2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2081.See file dsdata.txt to determine how the superseded data were derived.
 EE2081
 EE2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5577255983(NAD 83)
 EE2081_MARKER: DD = SURVEY DISK
 EE2081_SETTING: 0 = UNSPECIFIED SETTING
 EE2081
 EE2081  HISTORY     - Date     Condition        Report By
 EE2081  HISTORY     - 1972     MONUMENTED       GADT
 EE2081
 EE2081                          STATION DESCRIPTION
 EE2081
 EE2081'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2081'THE STATION IS LOCATED 8.8 MILES NORTH OF LAFAYETTE, GEORGIA.  5.2
 EE2081'MILES NORTHEAST OF THE INTERSECTION OF GA. 143 AND GA. 193.  2.9
 EE2081'MILES SOUTH OF CHICKAMAUGA, GEORGIA ON THE PROPERTY OF
 EE2081'JIMMY GOODSON.
 EE2081'
 EE2081'TO REACH FROM THE BANK OF CHICKAMAUGA IN CHICKAMAUGA,
 EE2081'GEORGIA, PROCEED SOUTH ON GA. 341 0.50 MILE TO GLASSMILL
 EE2081'ROAD.  PROCEED SOUTH ON GLASSMILL ROAD 166 4.45 MILES TO A DIRT
 EE2081'LANE.  PROCEED SOUTH ON DIRT LANE 0.10 MILE TO THE STATION ON THE
 EE2081'LEFT.
 EE2081'
 EE2081'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2081'STAMPED B.V. 146-211, IS LOCATED 53.0 FEET NORTH OF A 6 INCH
 EE2081'CEDAR TREE.  38.6 FEET SOUTH OF A 5 INCH CEDAR TREE.  16 FEET
 EE2081'WEST OF THE CENTERLINE OF DIRT LANE.  3.8 FEET WEST OF THE FENCE.
 EE2081'
 EE2081'THE AZIMUTH MARK IS LOCATED SOUTHWEST OF THE STATION.  TO
 EE2081'REACH FROM THE STATION, PROCEED SOUTH 0.10 MILE ON DIRT
 EE2081'LANE.  PROCEED WEST ON GLASSMILL ROAD 0.30 MILE TO AZIMUTH.
 EE2081'
 EE2081'THE AZIMUTH MARK IS LOCATED 28.7 FEET SOUTH OF THE CENTERLINE
 EE2081'OF GLASSMILL ROAD.  6 FEET NORTH OF A FENCE.  66.8 FEET EAST
 EE2081'OF A POWER POLE ON THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1974 ***********************************************************************
 EE1974  DESIGNATION -  BV 146 212
 EE1974  PID         -  EE1974
 EE1974  STATE/COUNTY-  GA/WALKER
 EE1974  USGS QUAD   -  NICKAJACK GAP (1983)
 EE1974
 EE1974                         *CURRENT SURVEY CONTROL
 EE1974  ___________________________________________________________________
 EE1974* NAD 83(1994)-  34 48 20.66077(N)    085 14 55.20813(W)     ADJUSTED  
 EE1974* NAVD 88     -       282.8    (meters)     928.     (feet)  VERTCON   
 EE1974  ___________________________________________________________________
 EE1974  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EE1974  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 EE1974
 EE1974  HORZ ORDER  -  SECOND
 EE1974
 EE1974.The horizontal coordinates were established by classical geodetic methods
 EE1974.and adjusted by the National Geodetic Survey in September 1997..
 EE1974
 EE1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1974
 EE1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1974
 EE1974.The geoid height was determined by GEOID03.
 EE1974
 EE1974;                    North         East     Units Scale Factor Converg.
 EE1974;SPC GA W     -   533,408.743   601,000.958   MT  1.00002076   -0 37 03.5
 EE1974;SPC GA W     - 1,750,025.18  1,971,783.98   sFT  1.00002076   -0 37 03.5
 EE1974;UTM  16      - 3,852,898.373   660,197.395   MT  0.99991631   +0 59 59.5
 EE1974
 EE1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1974!SPC GA W     -   0.99996023  x   1.00002076  =   0.99998099
 EE1974!UTM  16      -   0.99996023  x   0.99991631  =   0.99987654
 EE1974
 EE1974:                Primary Azimuth Mark                     Grid Az
 EE1974:SPC GA W     -  BV 146 212 AZ MK                         044 39 00.6
 EE1974:UTM  16      -  BV 146 212 AZ MK                         043 01 57.6
 EE1974
 EE1974|---------------------------------------------------------------------|
 EE1974| PID    Reference Object                     Distance      Geod. Az  |
 EE1974|                                                           dddmmss.s |
 EE1974| CG4987 BV 146 212 AZ MK                                   0440157.1 |
 EE1974| EE2023 LAFAYETTE LOT                       APPROX.12.6 KM 1885414.0 |
 EE1974|---------------------------------------------------------------------|
 EE1974
 EE1974                          SUPERSEDED SURVEY CONTROL
 EE1974
 EE1974  NAD 83(1994)-  34 48 20.66340(N)    085 14 55.21248(W) AD(       ) 2
 EE1974  NAD 83(1986)-  34 48 20.66441(N)    085 14 55.21101(W) AD(       ) 2
 EE1974  NAD 27      -  34 48 20.38506(N)    085 14 55.37541(W) AD(       ) 2
 EE1974  NGVD 29 (07/19/86)  282.8    (m)          928.     (f) VERT ANG       
 EE1974
 EE1974.Superseded values are not recommended for survey control.
 EE1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1974.See file dsdata.txt to determine how the superseded data were derived.
 EE1974
 EE1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6019752898(NAD 83)
 EE1974_MARKER: DD = SURVEY DISK
 EE1974_SETTING: 0 = UNSPECIFIED SETTING
 EE1974
 EE1974  HISTORY     - Date     Condition        Report By
 EE1974  HISTORY     - 1972     MONUMENTED       GADT
 EE1974
 EE1974                          STATION DESCRIPTION
 EE1974
 EE1974'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1974'THE STATION IS LOCATED 7.1 MILES NORTH OF LAFAYETTE, GEORGIA.  4.4
 EE1974'MILES NORTH OF THE INTERSECTION OF U.S. 27 AND GA. 143 ON
 EE1974'THE PROPERTY OF BILL PARR AND ASSOCIATES.  5.2 MILES SOUTHEAST
 EE1974'OF CHICKAMAUGA.
 EE1974'
 EE1974'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27 IN
 EE1974'LAFAYETTE, PROCEED NORTH ON U.S. 27 2.80 MILES TO THE INTERSECTION
 EE1974'OF GA. 143 WEST AND U.S. 27.  CONTINUE NORTH ON U.S. 27 4.37 MILES
 EE1974'TO THE INTERSECTION OF U.S. 27 AND COUNTY ROAD 151.  PROCEED
 EE1974'WEST ON COUNTY ROAD 151 0.18 MILE TO A DRIVEWAY.  THE STATION
 EE1974'IS LOCATED ON A HILL IN A PASTURE OVERLOOKING A POND.
 EE1974'
 EE1974'THE STATION IS A STANDARD BRASS CAP SET IN POURED CONCRETE
 EE1974'4 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED 1140.0 FEET
 EE1974'SOUTH OF A FENCE.  182 FEET EAST OF A FENCE.  193.0 FEET
 EE1974'SOUTHEAST OF A REFERENCE MARK.  428 FEET NORTHWEST OF A 16 INCH
 EE1974'OAK TREE.
 EE1974'
 EE1974'THE AZIMUTH MARK IS LOCATED 0.70 MILE NORTHEAST OF THE STATION.  2
 EE1974'FEET EAST OF A FENCE.  41.7 FEET SOUTH OF AN 8 INCH PINE
 EE1974'TREE.  53.5 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2020 ***********************************************************************
 EE2020  DESIGNATION -  BV 146 213 GAHD 1972
 EE2020  PID         -  EE2020
 EE2020  STATE/COUNTY-  GA/WALKER
 EE2020  USGS QUAD   -  LAFAYETTE (1983)
 EE2020
 EE2020                         *CURRENT SURVEY CONTROL
 EE2020  ___________________________________________________________________
 EE2020* NAD 83(1994)-  34 42 08.42270(N)    085 19 53.59465(W)     ADJUSTED  
 EE2020* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 EE2020  ___________________________________________________________________
 EE2020  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 EE2020  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 EE2020
 EE2020  HORZ ORDER  -  SECOND
 EE2020
 EE2020.The horizontal coordinates were established by classical geodetic methods
 EE2020.and adjusted by the National Geodetic Survey in September 1997..
 EE2020
 EE2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2020
 EE2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2020
 EE2020.The geoid height was determined by GEOID03.
 EE2020
 EE2020;                    North         East     Units Scale Factor Converg.
 EE2020;SPC GA W     -   522,023.214   593,283.973   MT  1.00004032   -0 39 47.7
 EE2020;SPC GA W     - 1,712,671.16  1,946,465.83   sFT  1.00004032   -0 39 47.7
 EE2020;UTM  16      - 3,841,301.313   652,805.390   MT  0.99988780   +0 57 00.2
 EE2020
 EE2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2020!SPC GA W     -   0.99996298  x   1.00004032  =   1.00000330
 EE2020!UTM  16      -   0.99996298  x   0.99988780  =   0.99985078
 EE2020
 EE2020                          SUPERSEDED SURVEY CONTROL
 EE2020
 EE2020  NAD 83(1994)-  34 42 08.42569(N)    085 19 53.59776(W) AD(       ) 2
 EE2020  NAD 83(1986)-  34 42 08.42699(N)    085 19 53.59630(W) AD(       ) 2
 EE2020  NAD 27      -  34 42 08.13910(N)    085 19 53.74765(W) AD(       ) 2
 EE2020  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 EE2020
 EE2020.Superseded values are not recommended for survey control.
 EE2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2020.See file dsdata.txt to determine how the superseded data were derived.
 EE2020
 EE2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5280541301(NAD 83)
 EE2020_MARKER: DD = SURVEY DISK
 EE2020_SETTING: 0 = UNSPECIFIED SETTING
 EE2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2020
 EE2020  HISTORY     - Date     Condition        Report By
 EE2020  HISTORY     - 1972     MONUMENTED       GADT
 EE2020
 EE2020                          STATION DESCRIPTION
 EE2020
 EE2020'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2020'THE STATION IS LOCATED 2.8 MILES WEST OF LAFAYETTE.  2.5 MILES
 EE2020'WEST OF THE INTERSECTION OF GA. 193 AND GA. 337.  4.5 MILES
 EE2020'SOUTHWEST OF THE INTERSECTION OF U.S. 27 AND GA. 143 ON THE
 EE2020'PROPERTY OF E. A. HICKS.
 EE2020'
 EE2020'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 193, PROCEED
 EE2020'WEST 0.3 MILE TO THE INTERSECTION OF GA. 337.  CONTINUE WEST
 EE2020'ON GA. 193 2.5 MILES TO A COUNTY PAVED ROAD, 82.  PROCEED SOUTH
 EE2020'0.3 MILE ON THE PAVED COUNTY ROAD 82 TO THE STATION.
 EE2020'
 EE2020'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2020'STAMPED B.V. 146-213, IS LOCATED 229.3 FEET EAST OF THE
 EE2020'CENTERLINE OF THE COUNTY PAVED ROAD.  89.7 FEET NORTHWEST OF A
 EE2020'20 INCH OAK TREE.  124.9 FEET SOUTHEAST OF A 16 INCH DOUBLE
 EE2020'HICKORY TREE.  173.5 FEET WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2018 ***********************************************************************
 EE2018  DESIGNATION -  BV 146 214 GAHD 1972
 EE2018  PID         -  EE2018
 EE2018  STATE/COUNTY-  GA/WALKER
 EE2018  USGS QUAD   -  LAFAYETTE (1983)
 EE2018
 EE2018                         *CURRENT SURVEY CONTROL
 EE2018  ___________________________________________________________________
 EE2018* NAD 83(1994)-  34 42 23.54640(N)    085 17 46.91305(W)     ADJUSTED  
 EE2018* NAVD 88     -       284.9    (meters)     935.     (feet)  VERTCON   
 EE2018  ___________________________________________________________________
 EE2018  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EE2018  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE2018
 EE2018  HORZ ORDER  -  SECOND
 EE2018
 EE2018.The horizontal coordinates were established by classical geodetic methods
 EE2018.and adjusted by the National Geodetic Survey in September 1997..
 EE2018
 EE2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2018
 EE2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2018
 EE2018.The geoid height was determined by GEOID03.
 EE2018
 EE2018;                    North         East     Units Scale Factor Converg.
 EE2018;SPC GA W     -   522,452.484   596,513.072   MT  1.00003196   -0 38 35.8
 EE2018;SPC GA W     - 1,714,079.52  1,957,059.97   sFT  1.00003196   -0 38 35.8
 EE2018;UTM  16      - 3,841,821.255   656,020.665   MT  0.99990003   +0 58 12.7
 EE2018
 EE2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2018!SPC GA W     -   0.99995987  x   1.00003196  =   0.99999183
 EE2018!UTM  16      -   0.99995987  x   0.99990003  =   0.99985990
 EE2018
 EE2018:                Primary Azimuth Mark                     Grid Az
 EE2018:SPC GA W     -  LAFAYETTE HOSIERY MILLS INC TK           116 08 59.0
 EE2018:UTM  16      -  LAFAYETTE HOSIERY MILLS INC TK           114 32 10.5
 EE2018
 EE2018|---------------------------------------------------------------------|
 EE2018| PID    Reference Object                     Distance      Geod. Az  |
 EE2018|                                                           dddmmss.s |
 EE2018| EE2019 LAFAYETTE HOSIERY MILLS INC TK      APPROX. 0.9 KM 1153023.2 |
 EE2018| EE2023 LAFAYETTE LOT                       APPROX. 2.8 KM 1200403.5 |
 EE2018| EE2021 BLAYLOCK                            APPROX. 4.4 KM 1712825.0 |
 EE2018|---------------------------------------------------------------------|
 EE2018
 EE2018                          SUPERSEDED SURVEY CONTROL
 EE2018
 EE2018  NAD 83(1994)-  34 42 23.54985(N)    085 17 46.91721(W) AD(       ) 2
 EE2018  NAD 83(1986)-  34 42 23.55096(N)    085 17 46.91587(W) AD(       ) 2
 EE2018  NAD 27      -  34 42 23.26357(N)    085 17 47.07451(W) AD(       ) 2
 EE2018  NGVD 29 (07/19/86)  284.9    (m)          935.     (f) VERT ANG       
 EE2018
 EE2018.Superseded values are not recommended for survey control.
 EE2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2018.See file dsdata.txt to determine how the superseded data were derived.
 EE2018
 EE2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5602141821(NAD 83)
 EE2018_MARKER: DD = SURVEY DISK
 EE2018_SETTING: 0 = UNSPECIFIED SETTING
 EE2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2018
 EE2018  HISTORY     - Date     Condition        Report By
 EE2018  HISTORY     - 1972     MONUMENTED       GADT
 EE2018
 EE2018                          STATION DESCRIPTION
 EE2018
 EE2018'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2018'THE STATION IS LOCATED 0.5 MILE WEST OF THE INTERSECTION OF
 EE2018'GA. 193 AND GA. 337.  0.9 MILE WEST OF THE INTERSECTION OF
 EE2018'GA. 193 AND U.S. 27 ON THE PROPERTY OF PAUL KEOWN.  5.3 MILES
 EE2018'SOUTHEAST OF THE INTERSECTION OF GA. 193 AND GA. 341.
 EE2018'
 EE2018'TO REACH FROM THE COURTHOUSE IN LAFAYETTE, GEORGIA, PROCEED
 EE2018'NORTH 0.03 MILE TO VILLANOW STREET.  PROCEED WEST ON VILLANOW
 EE2018'STREET 0.08 MILE TO THE INTERSECTION OF U.S. 27.  CONTINUE WEST
 EE2018'ON VILLANOW STREET 0.43 MILE TO CHATTANOOGA STREET.  PROCEED
 EE2018'SOUTH ON CHATTANOOGA STREET 0.03 MILE TO HENDERSON STREET.
 EE2018'PROCEED WEST ON HENDERSON STREET 0.47 MILE TO THE STATION.
 EE2018'
 EE2018'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2018'STAMPED B.V. 146-214, IS LOCATED 34.0 FEET SOUTH ON THE
 EE2018'CENTERLINE OF HENDERSON STREET.  49.5 FEET WEST OF A 12 INCH
 EE2018'WATER OAK.  61.2 FEET SOUTHWEST OF A 10 INCH WATER OAK.  49.5 FEET
 EE2018'EAST OF A 14 INCH WATER OAK.  72.6 FEET NORTHEAST OF A POWER
 EE2018'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2022 ***********************************************************************
 EE2022  DESIGNATION -  BV 146 215 GAHD 1972
 EE2022  PID         -  EE2022
 EE2022  STATE/COUNTY-  GA/WALKER
 EE2022  USGS QUAD   -  LAFAYETTE (1983)
 EE2022
 EE2022                         *CURRENT SURVEY CONTROL
 EE2022  ___________________________________________________________________
 EE2022* NAD 83(1994)-  34 41 51.36598(N)    085 16 06.32541(W)     ADJUSTED  
 EE2022* NAVD 88     -       279.4    (meters)     917.     (feet)  VERTCON   
 EE2022  ___________________________________________________________________
 EE2022  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EE2022  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE2022
 EE2022  HORZ ORDER  -  SECOND
 EE2022
 EE2022.The horizontal coordinates were established by classical geodetic methods
 EE2022.and adjusted by the National Geodetic Survey in September 1997..
 EE2022
 EE2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2022
 EE2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2022
 EE2022.The geoid height was determined by GEOID03.
 EE2022
 EE2022;                    North         East     Units Scale Factor Converg.
 EE2022;SPC GA W     -   521,432.485   599,061.887   MT  1.00002554   -0 37 38.0
 EE2022;SPC GA W     - 1,710,733.08  1,965,422.21   sFT  1.00002554   -0 37 38.0
 EE2022;UTM  16      - 3,840,873.536   658,596.868   MT  0.99991003   +0 59 09.2
 EE2022
 EE2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2022!SPC GA W     -   0.99996073  x   1.00002554  =   0.99998627
 EE2022!UTM  16      -   0.99996073  x   0.99991003  =   0.99987077
 EE2022
 EE2022:                Primary Azimuth Mark                     Grid Az
 EE2022:SPC GA W     -  LAFAYETTE RAD STA WLFA MAST              002 12 01.5
 EE2022:UTM  16      -  LAFAYETTE RAD STA WLFA MAST              000 35 14.3
 EE2022
 EE2022|---------------------------------------------------------------------|
 EE2022| PID    Reference Object                     Distance      Geod. Az  |
 EE2022|                                                           dddmmss.s |
 EE2022| EE2026 LAFAYETTE RAD STA WLFA MAST         APPROX. 2.0 KM 0013423.5 |
 EE2022| EE2019 LAFAYETTE HOSIERY MILLS INC TK      APPROX. 1.9 KM 2890715.6 |
 EE2022| EE2018 BV 146 214 GAHD 1972                APPROX. 2.7 KM 2911059.8 |
 EE2022|---------------------------------------------------------------------|
 EE2022
 EE2022                          SUPERSEDED SURVEY CONTROL
 EE2022
 EE2022  NAD 83(1994)-  34 41 51.36955(N)    085 16 06.32961(W) AD(       ) 2
 EE2022  NAD 83(1986)-  34 41 51.37065(N)    085 16 06.32832(W) AD(       ) 2
 EE2022  NAD 27      -  34 41 51.08304(N)    085 16 06.49013(W) AD(       ) 2
 EE2022  NGVD 29 (07/19/86)  279.4    (m)          917.     (f) VERT ANG       
 EE2022
 EE2022.Superseded values are not recommended for survey control.
 EE2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2022.See file dsdata.txt to determine how the superseded data were derived.
 EE2022
 EE2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5859740874(NAD 83)
 EE2022_MARKER: DD = SURVEY DISK
 EE2022_SETTING: 0 = UNSPECIFIED SETTING
 EE2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2022
 EE2022  HISTORY     - Date     Condition        Report By
 EE2022  HISTORY     - 1972     MONUMENTED       GADT
 EE2022
 EE2022                          STATION DESCRIPTION
 EE2022
 EE2022'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2022'THE STATION IS LOCATED 0.9 MILE EAST OF THE INTERSECTION OF
 EE2022'GA. 143 AND U.S. 27.  4.4 MILES WEST OF THE INTERSECTION OF
 EE2022'GA. 143 AND GA. 95.  1.2 MILES EAST OF THE INTERSECTION OF
 EE2022'GA. 337 AND GA. 193 AT THE SHEPARD HILLS REST HOME.  PERMISSION
 EE2022'WAS GIVEN BY C. E. WHEELER.
 EE2022'
 EE2022'TO REACH FROM THE WALKER COUNTY COURTHOUSE IN LAFAYETTE,
 EE2022'GEORGIA, PROCEED NORTH ON DUKE STREET 0.03 MILE TO THE
 EE2022'INTERSECTION OF GA. 143.  PROCEED EAST ON GA. 143 1.0 MILE TO
 EE2022'THE STATION.
 EE2022'
 EE2022'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2022'STAMPED B.V. 146-215, IS LOCATED 135.9 FEET NORTHWEST OF A FLAG
 EE2022'POLE.  2.4 FEET NORTH OF THE CURB.  58.3 FEET NORTHWEST OF THE
 EE2022'NORTHWEST CORNER OF SHEPARD HILLS REST HOME.  38.2 FEET
 EE2022'SOUTHWEST OF A POWER POLE.  113 FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2024 ***********************************************************************
 EE2024  DESIGNATION -  BV 146 216 GAHD 1972
 EE2024  PID         -  EE2024
 EE2024  STATE/COUNTY-  GA/WALKER
 EE2024  USGS QUAD   -  LAFAYETTE (1983)
 EE2024
 EE2024                         *CURRENT SURVEY CONTROL
 EE2024  ___________________________________________________________________
 EE2024* NAD 83(1994)-  34 43 47.82534(N)    085 16 31.73614(W)     ADJUSTED  
 EE2024* NAVD 88     -       270.2    (meters)     886.     (feet)  VERTCON   
 EE2024  ___________________________________________________________________
 EE2024  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EE2024  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 EE2024
 EE2024  HORZ ORDER  -  SECOND
 EE2024
 EE2024.The horizontal coordinates were established by classical geodetic methods
 EE2024.and adjusted by the National Geodetic Survey in September 1997..
 EE2024
 EE2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2024
 EE2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2024
 EE2024.The geoid height was determined by GEOID03.
 EE2024
 EE2024;                    North         East     Units Scale Factor Converg.
 EE2024;SPC GA W     -   525,028.205   598,454.741   MT  1.00002705   -0 37 54.3
 EE2024;SPC GA W     - 1,722,530.04  1,963,430.26   sFT  1.00002705   -0 37 54.3
 EE2024;UTM  16      - 3,844,450.311   657,888.784   MT  0.99990726   +0 58 57.6
 EE2024
 EE2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2024!SPC GA W     -   0.99996218  x   1.00002705  =   0.99998923
 EE2024!UTM  16      -   0.99996218  x   0.99990726  =   0.99986945
 EE2024
 EE2024:                Primary Azimuth Mark                     Grid Az
 EE2024:SPC GA W     -  LAFAYETTE RAD STA WLFA MAST              156 50 40.3
 EE2024:UTM  16      -  LAFAYETTE RAD STA WLFA MAST              155 13 48.4
 EE2024
 EE2024|---------------------------------------------------------------------|
 EE2024| PID    Reference Object                     Distance      Geod. Az  |
 EE2024|                                                           dddmmss.s |
 EE2024| EE2026 LAFAYETTE RAD STA WLFA MAST         APPROX. 1.7 KM 1561246.0 |
 EE2024| EE2022 BV 146 215 GAHD 1972                APPROX. 3.6 KM 1694703.7 |
 EE2024| EE2023 LAFAYETTE LOT                       APPROX. 4.0 KM 1724157.4 |
 EE2024|---------------------------------------------------------------------|
 EE2024
 EE2024                          SUPERSEDED SURVEY CONTROL
 EE2024
 EE2024  NAD 83(1994)-  34 43 47.82880(N)    085 16 31.74063(W) AD(       ) 2
 EE2024  NAD 83(1986)-  34 43 47.82990(N)    085 16 31.73931(W) AD(       ) 2
 EE2024  NAD 27      -  34 43 47.54482(N)    085 16 31.90165(W) AD(       ) 2
 EE2024  NGVD 29 (07/19/86)  270.2    (m)          886.     (f) VERT ANG       
 EE2024
 EE2024.Superseded values are not recommended for survey control.
 EE2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2024.See file dsdata.txt to determine how the superseded data were derived.
 EE2024
 EE2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5788944450(NAD 83)
 EE2024_MARKER: DD = SURVEY DISK
 EE2024_SETTING: 0 = UNSPECIFIED SETTING
 EE2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2024
 EE2024  HISTORY     - Date     Condition        Report By
 EE2024  HISTORY     - 1972     MONUMENTED       GADT
 EE2024
 EE2024                          STATION DESCRIPTION
 EE2024
 EE2024'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2024'THE STATION IS LOCATED 1.0 MILE SOUTH OF THE INTERSECTION OF
 EE2024'GA. 143 AND U.S. 27.  5.0 MILES NORTHWEST OF THE INTERSECTION OF
 EE2024'GA. 143 AND GA. 95.  2.2 MILES NORTH OF THE INTERSECTION OF
 EE2024'GA. 193 AND GA. 337 ON THE PROPERTY OF JOHN M. CRAWFORD.
 EE2024'
 EE2024'TO REACH FROM THE WALKER COUNTY COURTHOUSE IN LAFAYETTE,
 EE2024'GEORGIA, PROCEED NORTH 0.03 MILE TO VILLANOW STREET.  PROCEED
 EE2024'WEST ON VILLANOW STREET 0.08 MILE TO THE INTERSECTION OF
 EE2024'U.S. 27.  PROCEED NORTH ON U.S. 27 1.75 MILES TO THE INTERSECTION
 EE2024'OF A COUNTY ROAD 114 ON THE RIGHT.  PROCEED EAST ON COUNTY ROAD
 EE2024'114 0.14 MILE TO THE STATION ON THE LEFT IN A YARD.
 EE2024'
 EE2024'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2024'STAMPED B.V. 146-216, IS LOCATED 31.0 FEET SOUTHEAST OF A LAMP
 EE2024'POST.  19.8 FEET SOUTHWEST OF THE EAST CORNER OF THE HOUSE.  34.8
 EE2024'FEET SOUTHWEST OF A POWER POLE.  163.0 FEET NORTH OF A POWER
 EE2024'POLE.  131.0 FEET NORTHEAST OF A 8 INCH SYCAMORE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2014 ***********************************************************************
 EE2014  DESIGNATION -  BV 146 217
 EE2014  PID         -  EE2014
 EE2014  STATE/COUNTY-  GA/WALKER
 EE2014  USGS QUAD   -  CATLETT (1982)
 EE2014
 EE2014                         *CURRENT SURVEY CONTROL
 EE2014  ___________________________________________________________________
 EE2014* NAD 83(1994)-  34 44 58.52226(N)    085 12 14.93473(W)     ADJUSTED  
 EE2014* NAVD 88     -       304.0    (meters)     997.     (feet)  VERTCON   
 EE2014  ___________________________________________________________________
 EE2014  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 EE2014  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE2014
 EE2014  HORZ ORDER  -  SECOND
 EE2014
 EE2014.The horizontal coordinates were established by classical geodetic methods
 EE2014.and adjusted by the National Geodetic Survey in September 1997..
 EE2014
 EE2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2014
 EE2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2014
 EE2014.The geoid height was determined by GEOID03.
 EE2014
 EE2014;                    North         East     Units Scale Factor Converg.
 EE2014;SPC GA W     -   527,136.955   605,010.222   MT  1.00001118   -0 35 29.0
 EE2014;SPC GA W     - 1,729,448.49  1,984,937.70   sFT  1.00001118   -0 35 29.0
 EE2014;UTM  16      - 3,846,742.734   664,381.592   MT  0.99993305   +1 01 25.9
 EE2014
 EE2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2014!SPC GA W     -   0.99995689  x   1.00001118  =   0.99996807
 EE2014!UTM  16      -   0.99995689  x   0.99993305  =   0.99988995
 EE2014
 EE2014:                Primary Azimuth Mark                     Grid Az
 EE2014:SPC GA W     -  BV 146 217 AZ MK                         137 51 34.6
 EE2014:UTM  16      -  BV 146 217 AZ MK                         136 14 39.7
 EE2014
 EE2014|---------------------------------------------------------------------|
 EE2014| PID    Reference Object                     Distance      Geod. Az  |
 EE2014|                                                           dddmmss.s |
 EE2014| CG4988 BV 146 217 AZ MK                                   1371605.6 |
 EE2014|---------------------------------------------------------------------|
 EE2014
 EE2014                          SUPERSEDED SURVEY CONTROL
 EE2014
 EE2014  NAD 83(1994)-  34 44 58.52508(N)    085 12 14.93953(W) AD(       ) 2
 EE2014  NAD 83(1986)-  34 44 58.52611(N)    085 12 14.93822(W) AD(       ) 2
 EE2014  NAD 27      -  34 44 58.24217(N)    085 12 15.10905(W) AD(       ) 2
 EE2014  NGVD 29 (07/19/86)  304.0    (m)          997.     (f) VERT ANG       
 EE2014
 EE2014.Superseded values are not recommended for survey control.
 EE2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2014.See file dsdata.txt to determine how the superseded data were derived.
 EE2014
 EE2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6438246743(NAD 83)
 EE2014_MARKER: DD = SURVEY DISK
 EE2014_SETTING: 0 = UNSPECIFIED SETTING
 EE2014
 EE2014  HISTORY     - Date     Condition        Report By
 EE2014  HISTORY     - 1972     MONUMENTED       GADT
 EE2014
 EE2014                          STATION DESCRIPTION
 EE2014
 EE2014'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2014'THE STATION IS LOCATED 5.2 MILES NORTHEAST OF LAFAYETTE,
 EE2014'GEORGIA.  1.8 MILES NORTHWEST OF THE INTERSECTION OF GA. 151 AND
 EE2014'GA. 95.  2.7 MILES NORTH OF THE INTERSECTION OF GA. 143 AND
 EE2014'GA. 95 ON THE PROPERTY OF CLINT MC GANA.
 EE2014'
 EE2014'TO REACH FROM THE WALKER COUNTY COURTHOUSE IN LAFAYETTE,
 EE2014'GEORGIA, PROCEED NORTH ON DUKE STREET 0.03 MILE TO THE
 EE2014'INTERSECTION OF GA. 143.  CONTINUE NORTH ON DUKE STREET 0.56
 EE2014'MILE TO THE INTERSECTION OF DUKE STREET AND COUNTY ROAD
 EE2014'130.  CONTINUE NORTHEAST 5.84 MILES ON COUNTY ROAD 130 TO DIRT
 EE2014'DRIVE.  PROCEED NORTH ON DIRT DRIVE 0.24 MILE TO A HOUSE AT THE
 EE2014'END OF THE DIRT DRIVE.  THE STATION IS LOCATED OUT IN THE
 EE2014'PASTURE NORTHWEST OF THE HOUSE.
 EE2014'
 EE2014'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2014'STAMPED B.V. 146-217, IS LOCATED 1.7 FEET SOUTH OF A FENCE
 EE2014'LINE.  72.5 FEET NORTHWEST OF A 6 INCH CEDAR TREE.  67 FEET
 EE2014'WEST OF THE CORNER GATE POST.  152.5 FEET EAST OF A 10 INCH PINE
 EE2014'TREE.  205.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN.
 EE2014'
 EE2014'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTHEAST OF THE
 EE2014'STATION.  39 FEET NORTH OF THE CENTERLINE OF THE COUNTY PAVED
 EE2014'ROAD.  94.8 FEET NORTHWEST OF A POWER POLE.  1.8 FEET SOUTH OF A
 EE2014'FENCE.  5 FEET SOUTHWEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1976 ***********************************************************************
 EE1976  DESIGNATION -  BV 146 218
 EE1976  PID         -  EE1976
 EE1976  STATE/COUNTY-  GA/WALKER
 EE1976  USGS QUAD   -  NICKAJACK GAP (1983)
 EE1976
 EE1976                         *CURRENT SURVEY CONTROL
 EE1976  ___________________________________________________________________
 EE1976* NAD 83(1994)-  34 45 16.06512(N)    085 10 36.55171(W)     ADJUSTED  
 EE1976* NAVD 88     -       280.2    (meters)     919.     (feet)  VERTCON   
 EE1976  ___________________________________________________________________
 EE1976  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EE1976  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1976
 EE1976  HORZ ORDER  -  SECOND
 EE1976
 EE1976.The horizontal coordinates were established by classical geodetic methods
 EE1976.and adjusted by the National Geodetic Survey in September 1997..
 EE1976
 EE1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1976
 EE1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1976
 EE1976.The geoid height was determined by GEOID03.
 EE1976
 EE1976;                    North         East     Units Scale Factor Converg.
 EE1976;SPC GA W     -   527,652.036   607,517.902   MT  1.00000538   -0 34 33.2
 EE1976;SPC GA W     - 1,731,138.39  1,993,164.98   sFT  1.00000538   -0 34 33.2
 EE1976;UTM  16      - 3,847,328.258   666,873.581   MT  0.99994323   +1 02 22.4
 EE1976
 EE1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1976!SPC GA W     -   0.99996063  x   1.00000538  =   0.99996601
 EE1976!UTM  16      -   0.99996063  x   0.99994323  =   0.99990387
 EE1976
 EE1976:                Primary Azimuth Mark                     Grid Az
 EE1976:SPC GA W     -  BV 146 218 AZ MK                         020 54 12.4
 EE1976:UTM  16      -  BV 146 218 AZ MK                         019 17 16.8
 EE1976
 EE1976|---------------------------------------------------------------------|
 EE1976| PID    Reference Object                     Distance      Geod. Az  |
 EE1976|                                                           dddmmss.s |
 EE1976| CG4989 BV 146 218 AZ MK                                   0201939.2 |
 EE1976|---------------------------------------------------------------------|
 EE1976
 EE1976                          SUPERSEDED SURVEY CONTROL
 EE1976
 EE1976  NAD 83(1994)-  34 45 16.06787(N)    085 10 36.55654(W) AD(       ) 2
 EE1976  NAD 83(1986)-  34 45 16.06887(N)    085 10 36.55526(W) AD(       ) 2
 EE1976  NAD 27      -  34 45 15.78495(N)    085 10 36.72907(W) AD(       ) 2
 EE1976  NGVD 29 (07/19/86)  280.2    (m)          919.     (f) VERT ANG       
 EE1976
 EE1976.Superseded values are not recommended for survey control.
 EE1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1976.See file dsdata.txt to determine how the superseded data were derived.
 EE1976
 EE1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6687447328(NAD 83)
 EE1976_MARKER: DD = SURVEY DISK
 EE1976_SETTING: 0 = UNSPECIFIED SETTING
 EE1976
 EE1976  HISTORY     - Date     Condition        Report By
 EE1976  HISTORY     - 1972     MONUMENTED       GADT
 EE1976
 EE1976                          STATION DESCRIPTION
 EE1976
 EE1976'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1976'THE STATION IS LOCATED 1.7 MILES NORTH OF THE INTERSECTION OF
 EE1976'GA. 151 AND GA. 95.  3.4 MILES NORTH OF THE INTERSECTION OF
 EE1976'GA. 143 AND GA. 95.  6.8 MILES NORTHEAST OF LAFAYETTE, GEORGIA
 EE1976'ON THE PROPERTY OF J. J. DAVIS.
 EE1976'
 EE1976'TO REACH FROM THE WALKER COUNTY COURTHOUSE IN LAFAYETTE,
 EE1976'GEORGIA, PROCEED NORTH ON DUKE STREET 0.03 MILE TO THE
 EE1976'INTERSECTION OF GA. 143.  CONTINUE NORTH ON DUKE STREET 0.56
 EE1976'MILE TO THE INTERSECTION OF DUKE STREET AND COUNTY ROAD
 EE1976'130.  PROCEED EAST ON COUNTY ROAD 130 6.44 MILES TO THE
 EE1976'INTERSECTION OF GA. 95.  PROCEED SOUTHEAST ON GA. 95 0.55 MILE
 EE1976'TO A COUNTY DIRT ROAD 135.  PROCEED EAST ON COUNTY DIRT ROAD
 EE1976'135 0.25 MILE TO THE INTERSECTION OF COUNTY DIRT ROAD 136.
 EE1976'PROCEED NORTHWEST ON COUNTY DIRT ROAD 136 0.66 MILE TO THE
 EE1976'STATION ON THE RIGHT.
 EE1976'
 EE1976'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1976'STAMPED B.V. 146-218, IS LOCATED 4.6 FEET SOUTHWEST OF A PUMP
 EE1976'HOUSE.  105 FEET SOUTH OF A 10 INCH PINE TREE.  18.8 FEET
 EE1976'NORTHWEST OF A POWER POLE.  51.2 FEET NORTHEAST OF A 8 INCH
 EE1976'WATER OAK.
 EE1976'
 EE1976'THE AZIMUTH MARK IS LOCATED 1.15 MILES NORTHEAST OF THE
 EE1976'STATION AT THE INTERSECTION OF TWO COUNTY ROADS.  PROCEED WEST
 EE1976'0.20 MILE TO AZIMUTH MARK.  THE AZIMUTH IS LOCATED 13 FEET WEST
 EE1976'OF A 6 INCH PINE TREE.  35.7 FEET EAST OF A 10 INCH PINE
 EE1976'TREE.  61.2 FEET SOUTHEAST OF A 8 INCH PINE TREE.  68 FEET
 EE1976'SOUTHWEST OF A 6 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2011 ***********************************************************************
 EE2011  DESIGNATION -  BV 146 219
 EE2011  PID         -  EE2011
 EE2011  STATE/COUNTY-  GA/WALKER
 EE2011  USGS QUAD   -  CATLETT (1982)
 EE2011
 EE2011                         *CURRENT SURVEY CONTROL
 EE2011  ___________________________________________________________________
 EE2011* NAD 83(1994)-  34 40 46.18267(N)    085 14 30.73350(W)     ADJUSTED  
 EE2011* NAVD 88     -       294.     (meters)     965.     (feet)  VERTCON   
 EE2011  ___________________________________________________________________
 EE2011  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EE2011  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 EE2011
 EE2011  HORZ ORDER  -  SECOND
 EE2011
 EE2011.The horizontal coordinates were established by classical geodetic methods
 EE2011.and adjusted by the National Geodetic Survey in September 1997..
 EE2011
 EE2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2011
 EE2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2011
 EE2011.The geoid height was determined by GEOID03.
 EE2011
 EE2011;                    North         East     Units Scale Factor Converg.
 EE2011;SPC GA W     -   519,397.608   601,473.233   MT  1.00001961   -0 36 42.6
 EE2011;SPC GA W     - 1,704,056.99  1,973,333.43   sFT  1.00001961   -0 36 42.6
 EE2011;UTM  16      - 3,838,907.542   661,064.263   MT  0.99991975   +1 00 02.0
 EE2011
 EE2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2011!SPC GA W     -   0.99995844  x   1.00001961  =   0.99997805
 EE2011!UTM  16      -   0.99995844  x   0.99991975  =   0.99987819
 EE2011
 EE2011:                Primary Azimuth Mark                     Grid Az
 EE2011:SPC GA W     -  SMITH                                    148 08 55.7
 EE2011:UTM  16      -  SMITH                                    146 32 11.1
 EE2011
 EE2011|---------------------------------------------------------------------|
 EE2011| PID    Reference Object                     Distance      Geod. Az  |
 EE2011|                                                           dddmmss.s |
 EE2011| EE2012 SMITH                               APPROX. 4.1 KM 1473213.1 |
 EE2011|---------------------------------------------------------------------|
 EE2011
 EE2011                          SUPERSEDED SURVEY CONTROL
 EE2011
 EE2011  NAD 83(1994)-  34 40 46.18691(N)    085 14 30.73876(W) AD(       ) 2
 EE2011  NAD 83(1986)-  34 40 46.18809(N)    085 14 30.73757(W) AD(       ) 2
 EE2011  NAD 27      -  34 40 45.89878(N)    085 14 30.90460(W) AD(       ) 2
 EE2011  NGVD 29 (07/19/86)  294.     (m)          965.     (f) VERT ANG       
 EE2011
 EE2011.Superseded values are not recommended for survey control.
 EE2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2011.See file dsdata.txt to determine how the superseded data were derived.
 EE2011
 EE2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6106438908(NAD 83)
 EE2011_MARKER: DD = SURVEY DISK
 EE2011_SETTING: 0 = UNSPECIFIED SETTING
 EE2011
 EE2011  HISTORY     - Date     Condition        Report By
 EE2011  HISTORY     - 1972     MONUMENTED       GADT
 EE2011
 EE2011                          STATION DESCRIPTION
 EE2011
 EE2011'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2011'THE STATION IS LOCATED 2.9 MILES SOUTHEAST OF LAFAYETTE.  3.5
 EE2011'MILES SOUTHWEST OF THE INTERSECTION OF GA. 143 AND GA. 95.  5.2
 EE2011'MILES SOUTHWEST OF THE INTERSECTION OF GA. 151 AND GA. 95 ON
 EE2011'THE PROPERTY OF D. F. ELLIOTT.
 EE2011'
 EE2011'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27, PROCEED
 EE2011'EAST ON GA. 143 FOR 1.17 MILES TO A PAVED COUNTY ROAD 41 ON
 EE2011'THE RIGHT.  PROCEED SOUTH ON COUNTY ROAD 41 FOR 2.23 MILES TO
 EE2011'THE STATION ON THE LEFT, ON A HILL AT A BRICK HOUSE.
 EE2011'
 EE2011'THE STATION, A STANDARD BRASS DISC POURED IN CONCRETE POST AND
 EE2011'STAMPED B.V. 146-219 IS LOCATED 86.4 FEET SOUTHEAST OF THE
 EE2011'SOUTHEAST CORNER OF THE HOUSE.  8.8 FEET SOUTHEAST OF A POWER
 EE2011'POLE.  8.5 FEET SOUTHWEST OF A TELEPHONE POLE.  3.0 FEET NORTHWEST
 EE2011'OF THE FENCE.
 EE2011'
 EE2011'THE AZIMUTH IS LOCATED 0.2 MILE WEST OF THE STATION.  2.2 FEET
 EE2011'SOUTH OF A FENCE.  25 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 EE2011'ROAD.  55.7 FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2036 ***********************************************************************
 EE2036  DESIGNATION -  BV 146 220
 EE2036  PID         -  EE2036
 EE2036  STATE/COUNTY-  GA/WALKER
 EE2036  USGS QUAD   -  TRION (1967)
 EE2036
 EE2036                         *CURRENT SURVEY CONTROL
 EE2036  ___________________________________________________________________
 EE2036* NAD 83(1994)-  34 37 20.59796(N)    085 19 55.35752(W)     ADJUSTED  
 EE2036* NAVD 88     -       235.7    (meters)     773.     (feet)  VERTCON   
 EE2036  ___________________________________________________________________
 EE2036  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 EE2036  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EE2036
 EE2036  HORZ ORDER  -  SECOND
 EE2036
 EE2036.The horizontal coordinates were established by classical geodetic methods
 EE2036.and adjusted by the National Geodetic Survey in September 1997..
 EE2036
 EE2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2036
 EE2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2036
 EE2036.The geoid height was determined by GEOID03.
 EE2036
 EE2036;                    North         East     Units Scale Factor Converg.
 EE2036;SPC GA W     -   513,154.615   593,136.499   MT  1.00004071   -0 39 43.9
 EE2036;SPC GA W     - 1,683,574.77  1,945,982.00   sFT  1.00004071   -0 39 43.9
 EE2036;UTM  16      - 3,832,433.428   652,907.390   MT  0.99988818   +0 56 52.3
 EE2036
 EE2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2036!SPC GA W     -   0.99996757  x   1.00004071  =   1.00000828
 EE2036!UTM  16      -   0.99996757  x   0.99988818  =   0.99985575
 EE2036
 EE2036:                Primary Azimuth Mark                     Grid Az
 EE2036:SPC GA W     -  BV 146 220 AZ MK                         186 56 39.1
 EE2036:UTM  16      -  BV 146 220 AZ MK                         185 20 02.9
 EE2036
 EE2036|---------------------------------------------------------------------|
 EE2036| PID    Reference Object                     Distance      Geod. Az  |
 EE2036|                                                           dddmmss.s |
 EE2036| CG4991 BV 146 220 AZ MK                                   1861655.2 |
 EE2036|---------------------------------------------------------------------|
 EE2036
 EE2036                          SUPERSEDED SURVEY CONTROL
 EE2036
 EE2036  NAD 83(1994)-  34 37 20.60092(N)    085 19 55.36105(W) AD(       ) 2
 EE2036  NAD 83(1986)-  34 37 20.60218(N)    085 19 55.35975(W) AD(       ) 2
 EE2036  NAD 27      -  34 37 20.30641(N)    085 19 55.51365(W) AD(       ) 2
 EE2036  NGVD 29 (07/19/86)  235.7    (m)          773.     (f) VERT ANG       
 EE2036
 EE2036.Superseded values are not recommended for survey control.
 EE2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2036.See file dsdata.txt to determine how the superseded data were derived.
 EE2036
 EE2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5290732433(NAD 83)
 EE2036_MARKER: DD = SURVEY DISK
 EE2036_SETTING: 0 = UNSPECIFIED SETTING
 EE2036
 EE2036  HISTORY     - Date     Condition        Report By
 EE2036  HISTORY     - 1972     MONUMENTED       GADT
 EE2036
 EE2036                          STATION DESCRIPTION
 EE2036
 EE2036'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2036'THE STATION IS LOCATED 6.5 MILES SOUTH OF LAFAYETTE,
 EE2036'GEORGIA.  11.8 MILES SOUTHWEST OF THE INTERSECTION OF GA. 95 AND
 EE2036'GA. 151.  6.2 MILES SOUTH OF THE INTERSECTION OF GA. 337 AND
 EE2036'GA. 193 ON THE PROPERTY OF LAFAYETTE CLARKSON.
 EE2036'
 EE2036'TO REACH FROM THE INTERSECTION OF GA. 193 AND GA. 337 IN
 EE2036'LAFAYETTE, GEORGIA PROCEED SOUTH ON GA. 337 2.82 MILES TO A
 EE2036'PAVED COUNTY ROAD 70.  PROCEED SOUTHEAST ON PAVED COUNTY ROAD 70
 EE2036'(WHICH RUNS INTO COUNTY ROAD 71) 3.85 MILES TO THE STATION ON THE
 EE2036'LEFT.
 EE2036'
 EE2036'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2036'STAMPED B.V. 146-220, IS LOCATED 102.2 FEET SOUTHEAST OF A
 EE2036'TELEPHONE POLE 28.8 FEET WEST OF THE CENTERLINE OF A COUNTY DIRT
 EE2036'ROAD 44 FEET EAST OF THE CENTERLINE OF THE COUNTY PAVED ROAD.
 EE2036'
 EE2036'THE AZIMUTH IS LOCATED 0.5 MILE SOUTHEAST OF THE STATION.  3.5
 EE2036'FEET NORTH OF A TELEPHONE POLE.  94.2 FEET WEST OF THE CORNER
 EE2036'OF A FENCE.  24 FEET EAST OF THE CENTERLINE OF COUNTY PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1996 ***********************************************************************
 EE1996  DESIGNATION -  BV 146 221
 EE1996  PID         -  EE1996
 EE1996  STATE/COUNTY-  GA/WALKER
 EE1996  USGS QUAD   -  VILLANOW (1983)
 EE1996
 EE1996                         *CURRENT SURVEY CONTROL
 EE1996  ___________________________________________________________________
 EE1996* NAD 83(1994)-  34 40 10.53024(N)    085 06 46.18012(W)     ADJUSTED  
 EE1996* NAVD 88     -       330.1    (meters)    1083.     (feet)  VERTCON   
 EE1996  ___________________________________________________________________
 EE1996  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EE1996  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE1996
 EE1996  HORZ ORDER  -  SECOND
 EE1996
 EE1996.The horizontal coordinates were established by classical geodetic methods
 EE1996.and adjusted by the National Geodetic Survey in September 1997..
 EE1996
 EE1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1996
 EE1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1996
 EE1996.The geoid height was determined by GEOID03.
 EE1996
 EE1996;                    North         East     Units Scale Factor Converg.
 EE1996;SPC GA W     -   518,180.329   613,288.195   MT  0.99999265   -0 32 17.7
 EE1996;SPC GA W     - 1,700,063.30  2,012,096.35   sFT  0.99999265   -0 32 17.7
 EE1996;UTM  16      - 3,838,023.209   672,908.061   MT  0.99996851   +1 04 25.6
 EE1996
 EE1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1996!SPC GA W     -   0.99995279  x   0.99999265  =   0.99994544
 EE1996!UTM  16      -   0.99995279  x   0.99996851  =   0.99992130
 EE1996
 EE1996:                Primary Azimuth Mark                     Grid Az
 EE1996:SPC GA W     -  BV 146 221 AZ MK                         087 21 27.5
 EE1996:UTM  16      -  BV 146 221 AZ MK                         085 44 44.2
 EE1996
 EE1996|---------------------------------------------------------------------|
 EE1996| PID    Reference Object                     Distance      Geod. Az  |
 EE1996|                                                           dddmmss.s |
 EE1996| CG4992 BV 146 221 AZ MK                                   0864909.8 |
 EE1996|---------------------------------------------------------------------|
 EE1996
 EE1996                          SUPERSEDED SURVEY CONTROL
 EE1996
 EE1996  NAD 83(1994)-  34 40 10.53531(N)    085 06 46.18625(W) AD(       ) 2
 EE1996  NAD 83(1986)-  34 40 10.53638(N)    085 06 46.18517(W) AD(       ) 2
 EE1996  NAD 27      -  34 40 10.24746(N)    085 06 46.36780(W) AD(       ) 2
 EE1996  NGVD 29 (07/19/86)  330.1    (m)         1083.     (f) VERT ANG       
 EE1996
 EE1996.Superseded values are not recommended for survey control.
 EE1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1996.See file dsdata.txt to determine how the superseded data were derived.
 EE1996
 EE1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7290838023(NAD 83)
 EE1996_MARKER: DD = SURVEY DISK
 EE1996_SETTING: 0 = UNSPECIFIED SETTING
 EE1996
 EE1996  HISTORY     - Date     Condition        Report By
 EE1996  HISTORY     - 1972     MONUMENTED       GADT
 EE1996
 EE1996                          STATION DESCRIPTION
 EE1996
 EE1996'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1996'THE STATION IS LOCATED 0.3 MILE SOUTHEAST OF THE INTERSECTION
 EE1996'OF GA. 201 AND GA. 143.  5.3 MILES SOUTHEAST OF THE INTERSECTION
 EE1996'OF GA. 143 AND GA. 95.  10.0 MILES EAST OF LAFAYETTE, GEORGIA ON
 EE1996'THE PROPERTY OF E. S. STANSELL.
 EE1996'
 EE1996'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27, PROCEED
 EE1996'EAST ON GA. 143 FOR 12.74 MILES TO THE INTERSECTION OF GA. 201
 EE1996'AND GA. 143.  CONTINUE EAST ON GA. 143 FOR 0.35 MILE TO COUNTY
 EE1996'DIRT ROAD 10 ON THE RIGHT.  PROCEED 0.15 MILE ON COUNTY DIRT
 EE1996'ROAD 10 TO THE STATION IN THE PASTURE ON THE RIGHT AT THE TOP
 EE1996'OF THE HILL.
 EE1996'
 EE1996'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1996'STAMPED B.V. 146-211, IS SET 5 INCHES ABOVE THE GROUND.
 EE1996'
 EE1996'THE STATION IS LOCATED 61.1 FEET NORTH OF A 16 INCH FORKED OAK
 EE1996'TREE.  71.9 FEET SOUTHWEST OF A 10 INCH HICKORY TREE.  1016.8
 EE1996'FEET WEST OF THE CENTERLINE OF THE COUNTY DIRT ROAD.
 EE1996'
 EE1996'THE AZIMUTH IS LOCATED 1.66 MILE EAST OF THE STATION.  108.9
 EE1996'FEET EAST OF A TELEPHONE POLE.  62.5 FEET WEST OF A TELEPHONE
 EE1996'POLE.  48.0 FEET NORTH OF THE CENTERLINE OF GA. 143.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2015 ***********************************************************************
 EE2015  DESIGNATION -  BV 146 222
 EE2015  PID         -  EE2015
 EE2015  STATE/COUNTY-  GA/WALKER
 EE2015  USGS QUAD   -  CATLETT (1982)
 EE2015
 EE2015                         *CURRENT SURVEY CONTROL
 EE2015  ___________________________________________________________________
 EE2015* NAD 83(1994)-  34 37 47.00681(N)    085 10 23.67536(W)     ADJUSTED  
 EE2015* NAVD 88     -       272.4    (meters)     894.     (feet)  VERTCON   
 EE2015  ___________________________________________________________________
 EE2015  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 EE2015  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 EE2015
 EE2015  HORZ ORDER  -  SECOND
 EE2015
 EE2015.The horizontal coordinates were established by classical geodetic methods
 EE2015.and adjusted by the National Geodetic Survey in September 1997..
 EE2015
 EE2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2015
 EE2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2015
 EE2015.The geoid height was determined by GEOID03.
 EE2015
 EE2015;                    North         East     Units Scale Factor Converg.
 EE2015;SPC GA W     -   513,811.525   607,707.000   MT  1.00000496   -0 34 19.4
 EE2015;SPC GA W     - 1,685,729.98  1,993,785.38   sFT  1.00000496   -0 34 19.4
 EE2015;UTM  16      - 3,833,499.394   667,452.139   MT  0.99994562   +1 02 18.0
 EE2015
 EE2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2015!SPC GA W     -   0.99996183  x   1.00000496  =   0.99996679
 EE2015!UTM  16      -   0.99996183  x   0.99994562  =   0.99990746
 EE2015
 EE2015:                Primary Azimuth Mark                     Grid Az
 EE2015:SPC GA W     -  BV 146 222 AZ MK                         200 15 00.2
 EE2015:UTM  16      -  BV 146 222 AZ MK                         198 38 22.8
 EE2015
 EE2015|---------------------------------------------------------------------|
 EE2015| PID    Reference Object                     Distance      Geod. Az  |
 EE2015|                                                           dddmmss.s |
 EE2015| CG4993 BV 146 222 AZ MK                                   1994040.8 |
 EE2015|---------------------------------------------------------------------|
 EE2015
 EE2015                          SUPERSEDED SURVEY CONTROL
 EE2015
 EE2015  NAD 83(1994)-  34 37 47.01135(N)    085 10 23.68098(W) AD(       ) 2
 EE2015  NAD 83(1986)-  34 37 47.01244(N)    085 10 23.67992(W) AD(       ) 2
 EE2015  NAD 27      -  34 37 46.71900(N)    085 10 23.85423(W) AD(       ) 2
 EE2015  NGVD 29 (07/19/86)  272.4    (m)          894.     (f) VERT ANG       
 EE2015
 EE2015.Superseded values are not recommended for survey control.
 EE2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2015.See file dsdata.txt to determine how the superseded data were derived.
 EE2015
 EE2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6745233499(NAD 83)
 EE2015_MARKER: DD = SURVEY DISK
 EE2015_SETTING: 0 = UNSPECIFIED SETTING
 EE2015
 EE2015  HISTORY     - Date     Condition        Report By
 EE2015  HISTORY     - 1972     MONUMENTED       GADT
 EE2015
 EE2015                          STATION DESCRIPTION
 EE2015
 EE2015'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2015'THE STATION IS LOCATED 5.6 MILES SOUTH OF THE INTERSECTION OF
 EE2015'GA. 143 AND GA. 95.  8.1 MILES SOUTHEAST OF LAFAYETTE,
 EE2015'GEORGIA.  8.2 MILES SOUTHEAST OF THE INTERSECTION OF GA. 193 AND
 EE2015'GA. 337 ON THE PROPERTY OF B. J. LACKEY.
 EE2015'
 EE2015'TO REACH FROM THE INTERSECTION OF GA. 143 AND U.S. 27, PROCEED
 EE2015'EAST ON GA. 143 FOR 8.90 MILES TO THE INTERSECTION OF A COUNTY ROAD
 EE2015'24.  PROCEED SOUTH ON THE COUNTY ROAD 24 FOR 3.85 MILES TO THE
 EE2015'STATION ON THE RIGHT.
 EE2015'
 EE2015'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST, AND
 EE2015'STAMPED B.V. 146-222, IS LOCATED 62 FEET SOUTHEAST OF A 35 INCH
 EE2015'OAK TREE.  66 FEET EAST OF THE CENTERLINE OF THE DIRT DRIVE.  50.5
 EE2015'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 EE2015'
 EE2015'THE AZIMUTH IS LOCATED 0.5 MILES SOUTH OF THE STATION.  25 FEET
 EE2015'NORTHWEST OF THE CENTERLINE OF THE COUNTY PAVED ROAD.  94 FEET
 EE2015'EAST OF THE P.I. OF A DRIVE.  88.5 FEET NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2009 ***********************************************************************
 EE2009  DESIGNATION -  BV 146 223
 EE2009  PID         -  EE2009
 EE2009  STATE/COUNTY-  GA/WALKER
 EE2009  USGS QUAD   -  SUBLIGNA (1981)
 EE2009
 EE2009                         *CURRENT SURVEY CONTROL
 EE2009  ___________________________________________________________________
 EE2009* NAD 83(1994)-  34 36 41.03310(N)    085 11 49.68115(W)     ADJUSTED  
 EE2009* NAVD 88     -       271.0    (meters)     889.     (feet)  VERTCON   
 EE2009  ___________________________________________________________________
 EE2009  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 EE2009  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE2009
 EE2009  HORZ ORDER  -  SECOND
 EE2009
 EE2009.The horizontal coordinates were established by classical geodetic methods
 EE2009.and adjusted by the National Geodetic Survey in September 1997..
 EE2009
 EE2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2009
 EE2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2009
 EE2009.The geoid height was determined by GEOID03.
 EE2009
 EE2009;                    North         East     Units Scale Factor Converg.
 EE2009;SPC GA W     -   511,800.769   605,495.623   MT  1.00001005   -0 35 07.3
 EE2009;SPC GA W     - 1,679,133.02  1,986,530.22   sFT  1.00001005   -0 35 07.3
 EE2009;UTM  16      - 3,831,427.438   665,298.272   MT  0.99993679   +1 01 27.4
 EE2009
 EE2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2009!SPC GA W     -   0.99996205  x   1.00001005  =   0.99997210
 EE2009!UTM  16      -   0.99996205  x   0.99993679  =   0.99989884
 EE2009
 EE2009:                Primary Azimuth Mark                     Grid Az
 EE2009:SPC GA W     -  BV 146 223 AZ MK                         015 39 52.5
 EE2009:UTM  16      -  BV 146 223 AZ MK                         014 03 17.8
 EE2009
 EE2009|---------------------------------------------------------------------|
 EE2009| PID    Reference Object                     Distance      Geod. Az  |
 EE2009|                                                           dddmmss.s |
 EE2009| CG4994 BV 146 223 AZ MK                                   0150445.2 |
 EE2009|---------------------------------------------------------------------|
 EE2009
 EE2009                          SUPERSEDED SURVEY CONTROL
 EE2009
 EE2009  NAD 83(1994)-  34 36 41.03755(N)    085 11 49.68708(W) AD(       ) 2
 EE2009  NAD 83(1986)-  34 36 41.03870(N)    085 11 49.68605(W) AD(       ) 2
 EE2009  NAD 27      -  34 36 40.74352(N)    085 11 49.85840(W) AD(       ) 2
 EE2009  NGVD 29 (07/19/86)  271.0    (m)          889.     (f) VERT ANG       
 EE2009
 EE2009.Superseded values are not recommended for survey control.
 EE2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2009.See file dsdata.txt to determine how the superseded data were derived.
 EE2009
 EE2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD6529831427(NAD 83)
 EE2009_MARKER: DD = SURVEY DISK
 EE2009_SETTING: 0 = UNSPECIFIED SETTING
 EE2009
 EE2009  HISTORY     - Date     Condition        Report By
 EE2009  HISTORY     - 1972     MONUMENTED       GADT
 EE2009
 EE2009                          STATION DESCRIPTION
 EE2009
 EE2009'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2009'THE STATION IS LOCATED 8.1 MILES SOUTHEAST OF LAFAYETTE,
 EE2009'GEORGIA.  6.8 MILES SOUTH OF THE INTERSECTION OF GA. 143 AND
 EE2009'GA. 95.  6.6 MILES SOUTHWEST OF THE INTERSECTION OF GA. 143 AND
 EE2009'GA. 201 ON THE PROPERTY OF JOE A MOORE.
 EE2009'
 EE2009'TO REACH FROM THE INTERSECTION OF DUKE STREET AND GA. 143,
 EE2009'PROCEED EAST ON GA. 143 8.52 MILES TO COUNTY PAVED ROAD S1030
 EE2009'ON THE RIGHT.  PROCEED SOUTH ON THE PAVED COUNTY ROAD S1030
 EE2009'5.25 MILES TO THE STATION ON THE RIGHT.
 EE2009'
 EE2009'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2009'STAMPED B.V. 146-223, IS LOCATED 55.6 FEET EAST OF THE
 EE2009'CENTERLINE OF THE COUNTY ROAD S1030.  255 FEET SOUTHWEST OF A
 EE2009'POWER POLE.  148 FEET NORTHEAST OF A POWER POLE.  64.3 FEET
 EE2009'SOUTHEAST OF A 8 INCH PISCHUM TREE.
 EE2009'
 EE2009'THE AZIMUTH IS LOCATED 0.48 MILE NORTH OF THE STATION.  9.6 FEET
 EE2009'SOUTH OF A LIGHT POLE.  46.5 FEET EAST OF THE NORTH CORNER OF A
 EE2009'CHURCH.  39.7 FEET NORTHEAST OF A TELEPHONE POLE.  30.7 FEET
 EE2009'WEST OF THE CENTERLINE OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2032 ***********************************************************************
 EE2032  DESIGNATION -  BV 146 224
 EE2032  PID         -  EE2032
 EE2032  STATE/COUNTY-  GA/WALKER
 EE2032  USGS QUAD   -  TRION (1967)
 EE2032
 EE2032                         *CURRENT SURVEY CONTROL
 EE2032  ___________________________________________________________________
 EE2032* NAD 83(1994)-  34 36 14.80489(N)    085 17 10.56162(W)     ADJUSTED  
 EE2032* NAVD 88     -       272.2    (meters)     893.     (feet)  VERTCON   
 EE2032  ___________________________________________________________________
 EE2032  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EE2032  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 EE2032
 EE2032  HORZ ORDER  -  SECOND
 EE2032
 EE2032.The horizontal coordinates were established by classical geodetic methods
 EE2032.and adjusted by the National Geodetic Survey in September 1997..
 EE2032
 EE2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2032
 EE2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2032
 EE2032.The geoid height was determined by GEOID03.
 EE2032
 EE2032;                    North         East     Units Scale Factor Converg.
 EE2032;SPC GA W     -   511,079.710   597,311.843   MT  1.00002993   -0 38 09.2
 EE2032;SPC GA W     - 1,676,767.35  1,959,680.60   sFT  1.00002993   -0 38 09.2
 EE2032;UTM  16      - 3,830,476.901   657,138.784   MT  0.99990436   +0 58 24.4
 EE2032
 EE2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2032!SPC GA W     -   0.99996185  x   1.00002993  =   0.99999178
 EE2032!UTM  16      -   0.99996185  x   0.99990436  =   0.99986621
 EE2032
 EE2032:                Primary Azimuth Mark                     Grid Az
 EE2032:SPC GA W     -  LAFAYETTE LOT                            009 12 25.5
 EE2032:UTM  16      -  LAFAYETTE LOT                            007 35 51.9
 EE2032
 EE2032|---------------------------------------------------------------------|
 EE2032| PID    Reference Object                     Distance      Geod. Az  |
 EE2032|                                                           dddmmss.s |
 EE2032| EE2023 LAFAYETTE LOT                       APPROX.10.1 KM 0083416.3 |
 EE2032| CG4995 BV 146 224 AZ MK                                   0441032.2 |
 EE2032|---------------------------------------------------------------------|
 EE2032
 EE2032                          SUPERSEDED SURVEY CONTROL
 EE2032
 EE2032  NAD 83(1994)-  34 36 14.80834(N)    085 17 10.56538(W) AD(       ) 2
 EE2032  NAD 83(1986)-  34 36 14.80952(N)    085 17 10.56413(W) AD(       ) 2
 EE2032  NAD 27      -  34 36 14.51292(N)    085 17 10.72409(W) AD(       ) 2
 EE2032  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 EE2032
 EE2032.Superseded values are not recommended for survey control.
 EE2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2032.See file dsdata.txt to determine how the superseded data were derived.
 EE2032
 EE2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5713930477(NAD 83)
 EE2032_MARKER: DD = SURVEY DISK
 EE2032_SETTING: 0 = UNSPECIFIED SETTING
 EE2032
 EE2032  HISTORY     - Date     Condition        Report By
 EE2032  HISTORY     - 1972     MONUMENTED       GADT
 EE2032
 EE2032                          STATION DESCRIPTION
 EE2032
 EE2032'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2032'THE STATION IS LOCATED 7.0 MILES SOUTH OF LAFAYETTE, GEORGIA.  6.7
 EE2032'MILES SOUTH OF THE INTERSECTION OF GA. 193 AND GA. 337.  8.9
 EE2032'MILES SOUTHWEST OF THE INTERSECTION OF GA. 143 AND GA. 95.
 EE2032'
 EE2032'TO REACH FROM THE INTERSECTION OF U.S. 27 AND GA. 143, PROCEED
 EE2032'SOUTH ON U.S. 27 2.40 MILES TO OLD HIGHWAY 27.  PROCEED ON OLD
 EE2032'HIGHWAY 27 6.15 MILES TO THE STATION ON THE HILL NEAR RADIO TOWER.
 EE2032'
 EE2032'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE2032'STAMPED B.V. 146-224, IS LOCATED 96 FEET EAST OF A LARGE
 EE2032'BOULDER.  267 FEET NORTH OF THE RADIO TOWER.  70 FEET SOUTHWEST
 EE2032'OF A 6 INCH HICKORY TREE.  119.2 FEET NORTHEAST OF A 4 INCH
 EE2032'FORKED CEDAR TREE.
 EE2032'
 EE2032'THE AZIMUTH MARK IS LOCATED 3.25 MILES NORTHWEST OF THE
 EE2032'STATION.  TO REACH THE MARK GO SOUTH ON OLD HIGHWAY 27 FOR 1.05
 EE2032'MILES TO A REVERSE FORK.  TURN LEFT AND PROCEED NORTH-NORTHEAST
 EE2032'FOR 0.3 MILES TO U.S. 27 CROSSING.  CONTINUE NORTH-NORTHEAST ON
 EE2032'NOW COUNTY ROAD 91628 FOR 1.75 MILES TO THE AZIMUTH ON THE RIGHT.
 EE2032'
 EE2032'IT IS ABOUT 35 FEET SOUTHEAST OF THE CENTERLINE OF THE COUNTY
 EE2032'ROAD, ABOUT 15 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVE WAY
 EE2032'TO A LARGE WHITE FRAME HOUSE, AND 4 FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2003 ***********************************************************************
 EE2003  DESIGNATION -  BV 146 225 GAHD 1972
 EE2003  PID         -  EE2003
 EE2003  STATE/COUNTY-  GA/WALKER
 EE2003  USGS QUAD   -  SUGAR VALLEY (1981)
 EE2003
 EE2003                         *CURRENT SURVEY CONTROL
 EE2003  ___________________________________________________________________
 EE2003* NAD 83(1994)-  34 36 31.82148(N)    085 03 51.32518(W)     ADJUSTED  
 EE2003* NAVD 88     -       462.     (meters)    1516.     (feet)  VERTCON   
 EE2003  ___________________________________________________________________
 EE2003  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EE2003  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 EE2003
 EE2003  HORZ ORDER  -  SECOND
 EE2003
 EE2003.The horizontal coordinates were established by classical geodetic methods
 EE2003.and adjusted by the National Geodetic Survey in September 1997..
 EE2003
 EE2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2003
 EE2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2003
 EE2003.The geoid height was determined by GEOID03.
 EE2003
 EE2003;                    North         East     Units Scale Factor Converg.
 EE2003;SPC GA W     -   511,400.453   617,679.631   MT  0.99998350   -0 30 35.4
 EE2003;SPC GA W     - 1,677,819.65  2,026,503.92   sFT  0.99998350   -0 30 35.4
 EE2003;UTM  16      - 3,831,369.519   677,488.299   MT  0.99998830   +1 05 59.0
 EE2003
 EE2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2003!SPC GA W     -   0.99993208  x   0.99998350  =   0.99991559
 EE2003!UTM  16      -   0.99993208  x   0.99998830  =   0.99992039
 EE2003
 EE2003:                Primary Azimuth Mark                     Grid Az
 EE2003:SPC GA W     -  JOHNS MTN LOT                            297 27 53.1
 EE2003:UTM  16      -  JOHNS MTN LOT                            295 51 18.7
 EE2003
 EE2003|---------------------------------------------------------------------|
 EE2003| PID    Reference Object                     Distance      Geod. Az  |
 EE2003|                                                           dddmmss.s |
 EE2003| EE2002 JOHNS MTN LOT                       APPROX. 3.5 KM 2965717.7 |
 EE2003|---------------------------------------------------------------------|
 EE2003
 EE2003                          SUPERSEDED SURVEY CONTROL
 EE2003
 EE2003  NAD 83(1994)-  34 36 31.82687(N)    085 03 51.33114(W) AD(       ) 2
 EE2003  NAD 83(1986)-  34 36 31.82789(N)    085 03 51.33027(W) AD(       ) 2
 EE2003  NAD 27      -  34 36 31.53186(N)    085 03 51.51967(W) AD(       ) 2
 EE2003  NGVD 29 (07/19/86)  462.     (m)         1516.     (f) VERT ANG       
 EE2003
 EE2003.Superseded values are not recommended for survey control.
 EE2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2003.See file dsdata.txt to determine how the superseded data were derived.
 EE2003
 EE2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7748831370(NAD 83)
 EE2003_MARKER: DD = SURVEY DISK
 EE2003_SETTING: 0 = UNSPECIFIED SETTING
 EE2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2003
 EE2003  HISTORY     - Date     Condition        Report By
 EE2003  HISTORY     - 1972     MONUMENTED       GADT
 EE2003
 EE2003                          STATION DESCRIPTION
 EE2003
 EE2003'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE2003'THE STATION IS LOCATED APPROXIMATELY 9.5 MILES NORTHWEST OF
 EE2003'CALHOUN, 6.4 MILES NORTHEAST OF SUBLIGNA, AND 14.2 MILES
 EE2003'EAST-NORTHEAST OF TRION ON HORN MOUNTAIN.
 EE2003'
 EE2003'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 143
 EE2003'AND COUNTY ROAD 92302 IN SUGAR VALLEY, PROCEED WEST ON COUNTY
 EE2003'ROAD 92302 FOR 6.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 EE2003'PROCEED NORTH ON THE COUNTY ROAD FOR 2.2 MILES TO THE SECOND
 EE2003'DIRT ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED EAST ON THE DIRT
 EE2003'ROAD FOR 0.20 MILES TO A FORK IN THE ROAD.  TAKE THE LEFT FORK
 EE2003'AND PROCEED NORTH FOR 2.0 MILES TO THE TOP OF HORN MOUNTAIN AND
 EE2003'THE STATION.
 EE2003'
 EE2003'THE STATION IS A STANDARD DISK STAMPED 146-225 SET IN A CONCRETE
 EE2003'POST FLUSH WITH THE GROUND.  AN UNDERGROUND MARK WAS STAMPED
 EE2003'146-225 AND SET IN AN IRREGULAR MASS OF CONCRETE ABOUT THREE
 EE2003'FEET BELOW THE SURFACE OF THE GROUND.
 EE2003'
 EE2003'THE STATION IS LOCATED 2.9 FEET SOUTH OF A 4-INCH OAK TREE,
 EE2003'10.9 FEET EAST OF A 14-INCH PINE TREE, 41.0 FEET NORTHWEST OF A
 EE2003'10-INCH OAK TREE, AND 28.0 FEET NORTHEAST OF A 12-INCH OAK TREE.
 EE2003'
 EE2003'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.  JOHNS
 EE2003'MTN LOT WILL SERVE FOR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2666 ***********************************************************************
 DF2666  DESIGNATION -  BV 147 200
 DF2666  PID         -  DF2666
 DF2666  STATE/COUNTY-  GA/WALTON
 DF2666  USGS QUAD   -  JERSEY (1985)
 DF2666
 DF2666                         *CURRENT SURVEY CONTROL
 DF2666  ___________________________________________________________________
 DF2666* NAD 83(1994)-  33 40 16.74701(N)    083 47 29.99052(W)     ADJUSTED  
 DF2666* NAVD 88     -       238.     (meters)     781.     (feet)  VERTCON   
 DF2666  ___________________________________________________________________
 DF2666  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DF2666  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF2666
 DF2666  HORZ ORDER  -  SECOND
 DF2666
 DF2666.The horizontal coordinates were established by classical geodetic methods
 DF2666.and adjusted by the National Geodetic Survey in September 1997..
 DF2666
 DF2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2666
 DF2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2666
 DF2666.The geoid height was determined by GEOID03.
 DF2666
 DF2666;                    North         East     Units Scale Factor Converg.
 DF2666;SPC GA W     -   407,113.279   734,774.019   MT  0.99991490   +0 12 28.5
 DF2666;SPC GA W     - 1,335,670.82  2,410,671.09   sFT  0.99991490   +0 12 28.5
 DF2666;UTM  17      - 3,729,211.102   241,167.434   MT  1.00042600   -1 32 55.1
 DF2666
 DF2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2666!SPC GA W     -   0.99996717  x   0.99991490  =   0.99988207
 DF2666!UTM  17      -   0.99996717  x   1.00042600  =   1.00039315
 DF2666
 DF2666:                Primary Azimuth Mark                     Grid Az
 DF2666:SPC GA W     -  BV 147 200 AZ MK                         080 07 22.8
 DF2666:UTM  17      -  BV 147 200 AZ MK                         081 52 46.4
 DF2666
 DF2666|---------------------------------------------------------------------|
 DF2666| PID    Reference Object                     Distance      Geod. Az  |
 DF2666|                                                           dddmmss.s |
 DF2666| CY7581 BV 147 200 AZ MK                                   0801951.3 |
 DF2666| DF2671 MORRIS                              APPROX. 5.8 KM 2611130.7 |
 DF2666| DF2667 BV 147 200 GADT 1975 PTA             12.162 METERS 31952     |
 DF2666|---------------------------------------------------------------------|
 DF2666
 DF2666                          SUPERSEDED SURVEY CONTROL
 DF2666
 DF2666  NAD 83(1986)-  33 40 16.75339(N)    083 47 29.99003(W) AD(       ) 2
 DF2666  NAD 27      -  33 40 16.34991(N)    083 47 30.32821(W) AD(       ) 2
 DF2666  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 DF2666
 DF2666.Superseded values are not recommended for survey control.
 DF2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2666.See file dsdata.txt to determine how the superseded data were derived.
 DF2666
 DF2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4116729211(NAD 83)
 DF2666_MARKER: DD = SURVEY DISK
 DF2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2666
 DF2666  HISTORY     - Date     Condition        Report By
 DF2666  HISTORY     - 1975     MONUMENTED       GADT
 DF2666
 DF2666                          STATION DESCRIPTION
 DF2666
 DF2666'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2666'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST-NORTHWEST
 DF2666'OF SOCIAL CIRCLE, 6-1/2 MILES NORTHEAST OF COVINGTON, AND 13 MILES
 DF2666'EAST OF CONYERS ON THE PROPERTY OF MRS. MINNIE H. LEE.
 DF2666'
 DF2666'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 DF2666'STATE ROUTE 81 LOOP, APPROXIMATELY 2-1/4 MILES NORTHEAST OF
 DF2666'COVINGTON, GO NORTH ALONG STATE ROUTE 81 LOOP FOR 0.4 MILE TO A
 DF2666'BRIDGE OVER THE GEORGIA RAILWAY.  CONTINUE NORTHERLY ALONG STATE
 DF2666'ROUTE 81 LOOP FOR 0.7 MILE TO THE JUNCTION OF ALCOVY ROAD
 DF2666'(COUNTY ROAD 91052) CROSSING.  TURN RIGHT, GOING NORTHEASTERLY
 DF2666'ALONG ALCOVY ROAD FOR 2.3 MILES TO A BRIDGE OVER CORNISH
 DF2666'CREEK.  CONTINUE NORTHEASTERLY ALONG ALCOVY ROAD FOR 1.2 MILES
 DF2666'TO THE ALCOVY UNITED METHODIST CHURCH (NOTE--ALCOVY ROAD
 DF2666'CHANGES TO HAZELBRAND ROAD APPROXIMATELY 0.45 MILE AFTER THE
 DF2666'BRIDGE OVER CORNISH CREEK, AT THE JUNCTION OF COUNTY ROAD 73).
 DF2666'CONTINUE NORTH ALONG HAZELBRAND ROAD (COUNTY ROAD 91052)
 DF2666'FOR 0.8 MILE TO THE WALTON-NEWTON COUNTY LINE SIGN.  CONTINUE
 DF2666'NORTH ALONG HAZELBRAND ROAD FOR 0.4 MILE TO A GEORGIA
 DF2666'POWER LINE CROSSING AND THE AZIMUTH MARK ON THE LEFT.  TURN
 DF2666'LEFT, GOING WEST ALONG THE GEORGIA POWER LINE FOR 455 FEET TO
 DF2666'A STEEL POWERLINE TOWER AND THE STATION.
 DF2666'
 DF2666'THE STATION IS LOCATED 84.0 FEET SOUTH OF A FENCE, 20 FEET
 DF2666'EAST-NORTHEAST OF THE NORTHWEST LEG OF THE STEEL TOWER, AND 3 FEET
 DF2666'NORTH OF A WITNESS POST SET AT THE NORTHEAST LEG OF THE TOWER.  IT
 DF2666'IS A STANDARD BRASS DISK STAMPED 147-200, SET IN THE TOP OF A
 DF2666'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2666'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2666'147-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2666'0.83 METER BELOW THE SURFACE OF THE GROUND.
 DF2666'
 DF2666'THE AZIMUTH MARK IS LOCATED 38 FEET WEST-NORTHWEST OF THE
 DF2666'CENTERLINE OF HAZELBRAND ROAD, 49 FEET NORTH OF THE CENTERLINE
 DF2666'OF THE POWER LINE, 12 FEET SOUTH OF A FENCE CORNER, AND 2 FEET
 DF2666'EAST-SOUTHEAST OF A WITNESS POST SET NEXT TO THE FENCE.  IT IS A
 DF2666'STANDARD DISK STAMPED 147-200 AZMK, SET IN THE TOP OF A 10 INCH
 DF2666'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2654 ***********************************************************************
 DF2654  DESIGNATION -  BV 147 201
 DF2654  PID         -  DF2654
 DF2654  STATE/COUNTY-  GA/WALTON
 DF2654  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF2654
 DF2654                         *CURRENT SURVEY CONTROL
 DF2654  ___________________________________________________________________
 DF2654* NAD 83(1994)-  33 39 15.84268(N)    083 40 03.31601(W)     ADJUSTED  
 DF2654* NAVD 88     -       254.3    (meters)     834.     (feet)  VERTCON   
 DF2654  ___________________________________________________________________
 DF2654  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DF2654  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DF2654
 DF2654  HORZ ORDER  -  SECOND
 DF2654
 DF2654.The horizontal coordinates were established by classical geodetic methods
 DF2654.and adjusted by the National Geodetic Survey in September 1997..
 DF2654
 DF2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2654
 DF2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2654
 DF2654.The geoid height was determined by GEOID03.
 DF2654
 DF2654;                    North         East     Units Scale Factor Converg.
 DF2654;SPC GA W     -   405,285.631   746,288.777   MT  0.99992641   +0 16 35.7
 DF2654;SPC GA W     - 1,329,674.61  2,448,449.10   sFT  0.99992641   +0 16 35.7
 DF2654;UTM  17      - 3,727,030.418   252,626.154   MT  1.00035448   -1 28 44.7
 DF2654
 DF2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2654!SPC GA W     -   0.99996458  x   0.99992641  =   0.99989099
 DF2654!UTM  17      -   0.99996458  x   1.00035448  =   1.00031904
 DF2654
 DF2654:                Primary Azimuth Mark                     Grid Az
 DF2654:SPC GA W     -  SOCIAL CIRCLE FISH GAME MAST             200 16 38.7
 DF2654:UTM  17      -  SOCIAL CIRCLE FISH GAME MAST             202 01 59.1
 DF2654
 DF2654|---------------------------------------------------------------------|
 DF2654| PID    Reference Object                     Distance      Geod. Az  |
 DF2654|                                                           dddmmss.s |
 DF2654| DF2656 SOCIAL CIRCLE FISH GAME MAST        APPROX. 3.4 KM 2003314.4 |
 DF2654| CY7582 BV 147 201 AZ MK                                   2352937.0 |
 DF2654|---------------------------------------------------------------------|
 DF2654
 DF2654                          SUPERSEDED SURVEY CONTROL
 DF2654
 DF2654  NAD 83(1986)-  33 39 15.84889(N)    083 40 03.31505(W) AD(       ) 2
 DF2654  NAD 27      -  33 39 15.41172(N)    083 40 03.69337(W) AD(       ) 2
 DF2654  NGVD 29 (07/19/86)  254.3    (m)          834.     (f) VERT ANG       
 DF2654
 DF2654.Superseded values are not recommended for survey control.
 DF2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2654.See file dsdata.txt to determine how the superseded data were derived.
 DF2654
 DF2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5262627030(NAD 83)
 DF2654_MARKER: DD = SURVEY DISK
 DF2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2654
 DF2654  HISTORY     - Date     Condition        Report By
 DF2654  HISTORY     - 1975     MONUMENTED       GADT
 DF2654
 DF2654                          STATION DESCRIPTION
 DF2654
 DF2654'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2654'THE STATION IS LOCATED APPROXIMATELY 3 MILES EAST OF SOCIAL CIRCLE,
 DF2654'3-3/4 MILES NORTHWEST OF RUTLEDGE, AND 10-1/2 MILES SOUTHWEST OF
 DF2654'BOSTWICK ON COUNTY RIGHT OF WAY.
 DF2654'
 DF2654'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 11
 DF2654'AND 229 IN SOCIAL CIRCLE, TRAVEL EAST ON STATE ROUTE 229 FOR
 DF2654'0.3 MILE TO A BRIDGE OVER THE GEORGIA RAILWAY.  CONTINUE ON STATE
 DF2654'ROUTE 229 FOR 0.65 MILE TO THE JUNCTION OF VINE CIRCLE STREET
 DF2654'ON THE RIGHT.  CONTINUE ALONG STATE ROUTE 229 FOR 1.15 MILES TO
 DF2654'THE JUNCTION OF COUNTY ROAD 91768 TO THE LEFT.  TURN LEFT,
 DF2654'TRAVELING NORTHEAST ALONG COUNTY ROAD 91768 FOR 0.85 MILE TO
 DF2654'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON COUNTY ROAD 91768
 DF2654'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DF2654'
 DF2654'THE STATION IS A STANDARD BRASS DISK STAMPED 147-201, SET IN THE
 DF2654'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2654'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 DF2654'147-201, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.81
 DF2654'METER BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 43 FEET
 DF2654'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 91768, 62.0 FEET
 DF2654'NORTHEAST OF A POWER POLE, 363.0 FEET WEST OF THE SOUTHWEST LEG
 DF2654'OF GEORGIA POWER COMPANY TRANSMISSION LINE POWER POLE NUMBER
 DF2654'106, AND 1.8 FEET NORTH OF A WITNESS POST.
 DF2654'
 DF2654'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 147-201 AZMK, SET IN
 DF2654'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2654'SURFACE OF THE GROUND.  IT IS LOCATED 2.5 FEET SOUTHEAST OF A
 DF2654'WITNESS POST, 52.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 DF2654'91768, 56.7 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 DF2654'CENTERLINES OF THE COUNTY ROAD AND A COUNTY DIRT ROAD TO THE
 DF2654'SOUTHEAST, AND 113.7 FEET NORTHWEST OF A FENCE CORNER IN THE
 DF2654'EAST CORNER OF THE JUNCTION OF THE COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2658 ***********************************************************************
 DF2658  DESIGNATION -  BV 147 202
 DF2658  PID         -  DF2658
 DF2658  STATE/COUNTY-  GA/WALTON
 DF2658  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF2658
 DF2658                         *CURRENT SURVEY CONTROL
 DF2658  ___________________________________________________________________
 DF2658* NAD 83(1994)-  33 40 50.89198(N)    083 42 00.18382(W)     ADJUSTED  
 DF2658* NAVD 88     -       269.3    (meters)     884.     (feet)  VERTCON   
 DF2658  ___________________________________________________________________
 DF2658  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DF2658  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DF2658
 DF2658  HORZ ORDER  -  SECOND
 DF2658
 DF2658.The horizontal coordinates were established by classical geodetic methods
 DF2658.and adjusted by the National Geodetic Survey in September 1997..
 DF2658
 DF2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2658
 DF2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2658
 DF2658.The geoid height was determined by GEOID03.
 DF2658
 DF2658;                    North         East     Units Scale Factor Converg.
 DF2658;SPC GA W     -   408,199.793   743,264.612   MT  0.99992307   +0 15 31.6
 DF2658;SPC GA W     - 1,339,235.49  2,438,527.31   sFT  0.99992307   +0 15 31.6
 DF2658;UTM  17      - 3,730,037.215   249,691.436   MT  1.00037248   -1 29 53.3
 DF2658
 DF2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2658!SPC GA W     -   0.99996223  x   0.99992307  =   0.99988531
 DF2658!UTM  17      -   0.99996223  x   1.00037248  =   1.00033470
 DF2658
 DF2658:                Primary Azimuth Mark                     Grid Az
 DF2658:SPC GA W     -  BV 147 202 AZ MK                         272 28 29.6
 DF2658:UTM  17      -  BV 147 202 AZ MK                         274 13 54.5
 DF2658
 DF2658|---------------------------------------------------------------------|
 DF2658| PID    Reference Object                     Distance      Geod. Az  |
 DF2658|                                                           dddmmss.s |
 DF2658| CY7583 BV 147 202 AZ MK                                   2724401.2 |
 DF2658|---------------------------------------------------------------------|
 DF2658
 DF2658                          SUPERSEDED SURVEY CONTROL
 DF2658
 DF2658  NAD 83(1986)-  33 40 50.89822(N)    083 42 00.18292(W) AD(       ) 2
 DF2658  NAD 27      -  33 40 50.46302(N)    083 42 00.56122(W) AD(       ) 2
 DF2658  NGVD 29 (07/19/86)  269.3    (m)          884.     (f) VERT ANG       
 DF2658
 DF2658.Superseded values are not recommended for survey control.
 DF2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2658.See file dsdata.txt to determine how the superseded data were derived.
 DF2658
 DF2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4969130037(NAD 83)
 DF2658_MARKER: DD = SURVEY DISK
 DF2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2658
 DF2658  HISTORY     - Date     Condition        Report By
 DF2658  HISTORY     - 1975     MONUMENTED       GADT
 DF2658
 DF2658                          STATION DESCRIPTION
 DF2658
 DF2658'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2658'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH-NORTHEAST
 DF2658'OF SOCIAL CIRCLE, 6 MILES NORTHWEST OF RUTLEDGE, AND 11-1/4 MILES
 DF2658'WEST-SOUTHWEST OF BOSTWICK ON COUNTY RIGHT OF WAY.
 DF2658'
 DF2658'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 11
 DF2658'AND 229 IN SOCIAL CIRCLE, TRAVEL NORTH ON STATE ROUTE 11 FOR 1.7
 DF2658'MILES TO A RAILROAD CROSSING.  CONTINUE ALONG STATE ROUTE 11
 DF2658'FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD 240 TO THE
 DF2658'RIGHT.  TURN RIGHT, GOING EAST FOR 0.1 MILE TO THE AZIMUTH MARK
 DF2658'ON THE LEFT.  CONTINUE ON COUNTY ROAD 240 FOR 0.2 MILE TO THE
 DF2658'STATION ON THE RIGHT.
 DF2658'
 DF2658'THE STATION IS A STANDARD BRASS DISK STAMPED 147-202, SET IN
 DF2658'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2658'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2658'DISK STAMPED 147-202, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2658'APPROXIMATELY 0.8 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2658'LOCATED 1.0 FOOT NORTH OF A WITNESS POST, 30.0 FEET SOUTH OF THE
 DF2658'CENTERLINE OF COUNTY ROAD 240, 227.0 FEET WEST OF A POWER POLE,
 DF2658'AND 184.0 FEET EAST OF ANOTHER POWER POLE.
 DF2658'
 DF2658'THE AZIMUTH MARK IS LOCATED 113.0 FEET NORTH OF THE
 DF2658'CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST SET AT
 DF2658'A FENCELINE ON THE SOUTH SIDE OF A GEORGIA POWER COMPANY
 DF2658'SUBSTATION, 83.0 FEET NORTH-NORTHWEST OF A POWER POLE AT THE
 DF2658'ROAD, AND 105.0 FEET EAST-NORTHEAST OF ANOTHER POWER POLE.  IT IS
 DF2658'A STANDARD DISK STAMPED 147-202 AZMK, SET IN THE TOP OF A
 DF2658'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND
 DF2658'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2657 ***********************************************************************
 DF2657  DESIGNATION -  BV 147 203
 DF2657  PID         -  DF2657
 DF2657  STATE/COUNTY-  GA/WALTON
 DF2657  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF2657
 DF2657                         *CURRENT SURVEY CONTROL
 DF2657  ___________________________________________________________________
 DF2657* NAD 83(1994)-  33 44 23.36181(N)    083 40 56.53079(W)     ADJUSTED  
 DF2657* NAVD 88     -       259.2    (meters)     850.     (feet)  VERTCON   
 DF2657  ___________________________________________________________________
 DF2657  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DF2657  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF2657
 DF2657  HORZ ORDER  -  SECOND
 DF2657
 DF2657.The horizontal coordinates were established by classical geodetic methods
 DF2657.and adjusted by the National Geodetic Survey in September 1997..
 DF2657
 DF2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2657
 DF2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2657
 DF2657.The geoid height was determined by GEOID03.
 DF2657
 DF2657;                    North         East     Units Scale Factor Converg.
 DF2657;SPC GA W     -   414,753.038   744,873.339   MT  0.99992482   +0 16 08.4
 DF2657;SPC GA W     - 1,360,735.59  2,443,805.28   sFT  0.99992482   +0 16 08.4
 DF2657;UTM  17      - 3,736,540.894   251,501.277   MT  1.00036134   -1 29 26.2
 DF2657
 DF2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2657!SPC GA W     -   0.99996383  x   0.99992482  =   0.99988866
 DF2657!UTM  17      -   0.99996383  x   1.00036134  =   1.00032516
 DF2657
 DF2657:                Primary Azimuth Mark                     Grid Az
 DF2657:SPC GA W     -  MONROE SOU BELL MICROWAVE                261 54 43.0
 DF2657:UTM  17      -  MONROE SOU BELL MICROWAVE                263 40 17.6
 DF2657
 DF2657|---------------------------------------------------------------------|
 DF2657| PID    Reference Object                     Distance      Geod. Az  |
 DF2657|                                                           dddmmss.s |
 DF2657| DF2660 MONROE SOU BELL MICROWAVE           APPROX. 5.9 KM 2621051.4 |
 DF2657| CY7584 BV 147 203 AZ MK                                   3145356.0 |
 DF2657|---------------------------------------------------------------------|
 DF2657
 DF2657                          SUPERSEDED SURVEY CONTROL
 DF2657
 DF2657  NAD 83(1986)-  33 44 23.36813(N)    083 40 56.53016(W) AD(       ) 2
 DF2657  NAD 27      -  33 44 22.94947(N)    083 40 56.90612(W) AD(       ) 2
 DF2657  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 DF2657
 DF2657.Superseded values are not recommended for survey control.
 DF2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2657.See file dsdata.txt to determine how the superseded data were derived.
 DF2657
 DF2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5150136541(NAD 83)
 DF2657_MARKER: DD = SURVEY DISK
 DF2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF2657+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2657
 DF2657  HISTORY     - Date     Condition        Report By
 DF2657  HISTORY     - 1975     MONUMENTED       GADT
 DF2657  HISTORY     - 20060221 GOOD             STRSMA
 DF2657
 DF2657                          STATION DESCRIPTION
 DF2657
 DF2657'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2657'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTH-SOUTHEAST
 DF2657'OF MONROE, 7 MILES EAST OF JERSEY, AND 5-1/4 MILES SOUTHWEST OF
 DF2657'GOOD HOPE ON STATE RIGHT OF WAY.
 DF2657'
 DF2657'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND 83
 DF2657'IN MONROE, GO SOUTH ALONG STATE ROUTE 11 FOR 1.7 MILES TO THE
 DF2657'JUNCTION OF THE GEORGIA RAILWAY CROSSING.  CONTINUE SOUTH ALONG
 DF2657'STATE ROUTE 11 FOR 0.9 MILE TO COUNTY ROAD 218 FORKING TO THE
 DF2657'LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 218 FOR
 DF2657'1.3 MILES TO THE JUNCTION OF COUNTY ROAD 92186 CROSSING.
 DF2657'CONTINUE SOUTHEASTERLY ALONG COUNTY ROAD 218 FOR 0.35 MILE TO THE
 DF2657'STATION ON THE LEFT.
 DF2657'
 DF2657'THE STATION IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF
 DF2657'COUNTY ROAD 218, 7.0 FEET SOUTHEAST OF A POWER POLE, 69 FEET
 DF2657'NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 DF2657'SOUTHWEST SIDE OF THE ROAD, 48.0 FEET NORTHWEST OF A 24 INCH
 DF2657'OAK TREE, 2.0 FEET SOUTHWEST OF A WITNESS POST, AND 81.0 FEET
 DF2657'WEST OF THE WEST CORNER OF THE CONCRETE PORCH OF A HOUSE.  IT IS
 DF2657'A STANDARD BRASS DISK STAMPED 147-203, SET IN THE TOP OF A 10
 DF2657'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2657'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2657'147-203, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 DF2657'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF2657'
 DF2657'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 92186
 DF2657'AND COUNTY ROAD 218, GO NORTHEAST ALONG COUNTY ROAD 92186 FOR 0.1
 DF2657'MILE TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED 43 FEET
 DF2657'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 92186, 89.0 FEET
 DF2657'SOUTHEAST OF A TELEPHONE POLE ON THE NORTHWEST SIDE OF THE ROAD,
 DF2657'AND 1.5 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF2657'STAMPED 147-203 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2657'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2657
 DF2657                          STATION RECOVERY (2006)
 DF2657
 DF2657'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2655 ***********************************************************************
 DF2655  DESIGNATION -  BV 147 204
 DF2655  PID         -  DF2655
 DF2655  STATE/COUNTY-  GA/WALTON
 DF2655  USGS QUAD   -  SOCIAL CIRCLE (1981)
 DF2655
 DF2655                         *CURRENT SURVEY CONTROL
 DF2655  ___________________________________________________________________
 DF2655* NAD 83(1994)-  33 43 54.78695(N)    083 40 34.99311(W)     ADJUSTED  
 DF2655* NAVD 88     -       249.7    (meters)     819.     (feet)  VERTCON   
 DF2655  ___________________________________________________________________
 DF2655  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DF2655  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF2655
 DF2655  HORZ ORDER  -  SECOND
 DF2655
 DF2655.The horizontal coordinates were established by classical geodetic methods
 DF2655.and adjusted by the National Geodetic Survey in September 1997..
 DF2655
 DF2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2655
 DF2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2655
 DF2655.The geoid height was determined by GEOID03.
 DF2655
 DF2655;                    North         East     Units Scale Factor Converg.
 DF2655;SPC GA W     -   413,875.328   745,431.864   MT  0.99992544   +0 16 20.1
 DF2655;SPC GA W     - 1,357,855.97  2,445,637.71   sFT  0.99992544   +0 16 20.1
 DF2655;UTM  17      - 3,735,646.061   252,032.821   MT  1.00035809   -1 29 13.1
 DF2655
 DF2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2655!SPC GA W     -   0.99996532  x   0.99992544  =   0.99989076
 DF2655!UTM  17      -   0.99996532  x   1.00035809  =   1.00032340
 DF2655
 DF2655:                Primary Azimuth Mark                     Grid Az
 DF2655:SPC GA W     -  MADISON ATT MICROWAVE                    110 54 22.5
 DF2655:UTM  17      -  MADISON ATT MICROWAVE                    112 39 55.7
 DF2655
 DF2655|---------------------------------------------------------------------|
 DF2655| PID    Reference Object                     Distance      Geod. Az  |
 DF2655|                                                           dddmmss.s |
 DF2655| DF2622 MADISON ATT MICROWAVE               APPROX.15.7 KM 1111042.6 |
 DF2655| CY7585 BV 147 204 AZ MK                                   1255307.6 |
 DF2655|---------------------------------------------------------------------|
 DF2655
 DF2655                          SUPERSEDED SURVEY CONTROL
 DF2655
 DF2655  NAD 83(1986)-  33 43 54.79325(N)    083 40 34.99245(W) AD(       ) 2
 DF2655  NAD 27      -  33 43 54.37266(N)    083 40 35.37045(W) AD(       ) 2
 DF2655  NGVD 29 (07/19/86)  249.7    (m)          819.     (f) VERT ANG       
 DF2655
 DF2655.Superseded values are not recommended for survey control.
 DF2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2655.See file dsdata.txt to determine how the superseded data were derived.
 DF2655
 DF2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5203335646(NAD 83)
 DF2655_MARKER: DD = SURVEY DISK
 DF2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2655
 DF2655  HISTORY     - Date     Condition        Report By
 DF2655  HISTORY     - 1975     MONUMENTED       GADT
 DF2655
 DF2655                          STATION DESCRIPTION
 DF2655
 DF2655'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2655'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHEAST OF MONROE,
 DF2655'6 MILES NORTH-NORTHEAST OF SOCIAL CIRCLE, AND 7-1/4 MILES EAST OF
 DF2655'JERSEY ON THE PROPERTY OF R.B. GREEN.
 DF2655'
 DF2655'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND 83
 DF2655'IN MONROE, GO SOUTH ALONG STATE ROUTE 11 FOR 1.7 MILES TO THE
 DF2655'JUNCTION OF THE GEORGIA RAILWAY CROSSING.  CONTINUE SOUTH ALONG
 DF2655'STATE ROUTE 11 FOR 0.9 MILE TO COUNTY ROAD 218 FORKING TO THE
 DF2655'LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG COUNTY ROAD 218 FOR
 DF2655'1.3 MILES TO THE JUNCTION OF COUNTY ROAD 92186 CROSSING.
 DF2655'CONTINUE SOUTHEASTERLY ALONG COUNTY ROAD 218 FOR 1.0 MILE TO THE
 DF2655'STATION ON THE LEFT AT THE JUNCTION OF A DRIVEWAY TO THE LEFT
 DF2655'TO THE R.B. GREEN RESIDENCE.
 DF2655'
 DF2655'THE STATION IS LOCATED 225 FEET NORTHEAST OF THE CENTERLINE OF
 DF2655'COUNTY ROAD 218, 17.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DF2655'DRIVEWAY, 42.9 FEET SOUTHWEST OF THE SOUTHWESTERNMOST ONE OF TWO
 DF2655'PULL POSTS IN A FENCELINE, 156 FEET NORTHEAST OF A POWER POLE,
 DF2655'AND 1.5 FEET NORTHWEST OF THE FENCELINE AND A WITNESS POST.  IT
 DF2655'IS A STANDARD BRASS DISK STAMPED 147-204, SET IN THE TOP OF A 10
 DF2655'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2655'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2655'147-204, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2655'0.8 METER BELOW THE SURFACE OF THE GROUND.
 DF2655'
 DF2655'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 DF2655'ALONG COUNTY ROAD 218 FOR 0.35 MILE TO THE JUNCTION OF COUNTY
 DF2655'ROAD 230 TO THE LEFT.  TURN LEFT, GOING EAST ALONG COUNTY ROAD
 DF2655'230 FOR 0.2 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 18 FEET
 DF2655'SOUTH OF THE CENTERLINE OF COUNTY ROAD 230, 79 FEET NORTHWEST OF
 DF2655'A 14 INCH CEDAR TREE, 119 FEET NORTH OF THE WEST CORNER OF A
 DF2655'HOUSE, AND 5.0 FEET NORTH OF A WITNESS POST SET IN A FENCELINE.
 DF2655'IT IS A STANDARD DISK STAMPED 147-204 AZMK, SET IN THE TOP OF A
 DF2655'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2655'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2576 ***********************************************************************
 DF2576  DESIGNATION -  BV 147 205
 DF2576  PID         -  DF2576
 DF2576  STATE/COUNTY-  GA/WALTON
 DF2576  USGS QUAD   -  HIGH SHOALS (1985)
 DF2576
 DF2576                         *CURRENT SURVEY CONTROL
 DF2576  ___________________________________________________________________
 DF2576* NAD 83(1994)-  33 46 08.24786(N)    083 36 40.73501(W)     ADJUSTED  
 DF2576* NAVD 88     -       247.     (meters)     810.     (feet)  VERTCON   
 DF2576  ___________________________________________________________________
 DF2576  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DF2576  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF2576
 DF2576  HORZ ORDER  -  SECOND
 DF2576
 DF2576.The horizontal coordinates were established by classical geodetic methods
 DF2576.and adjusted by the National Geodetic Survey in September 1997..
 DF2576
 DF2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2576
 DF2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2576
 DF2576.The geoid height was determined by GEOID03.
 DF2576
 DF2576;                    North         East     Units Scale Factor Converg.
 DF2576;SPC GA W     -   418,017.547   751,439.672   MT  0.99993261   +0 18 31.3
 DF2576;SPC GA W     - 1,371,445.90  2,465,348.32   sFT  0.99993261   +0 18 31.3
 DF2576;UTM  17      - 3,739,603.426   258,167.537   MT  1.00032103   -1 27 07.9
 DF2576
 DF2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2576!SPC GA W     -   0.99996575  x   0.99993261  =   0.99989836
 DF2576!UTM  17      -   0.99996575  x   1.00032103  =   1.00028676
 DF2576
 DF2576|---------------------------------------------------------------------|
 DF2576| PID    Reference Object                     Distance      Geod. Az  |
 DF2576|                                                           dddmmss.s |
 DF2576| DF2577 BV 147 205 GADT 1975 PTA             14.835 METERS 21827     |
 DF2576| CY7586 BV 147 205 AZ MK                                   2344634.7 |
 DF2576|---------------------------------------------------------------------|
 DF2576
 DF2576                          SUPERSEDED SURVEY CONTROL
 DF2576
 DF2576  NAD 83(1986)-  33 46 08.25413(N)    083 36 40.73432(W) AD(       ) 2
 DF2576  NAD 27      -  33 46 07.83081(N)    083 36 41.12625(W) AD(       ) 2
 DF2576  NGVD 29 (07/19/86)  247.     (m)          810.     (f) VERT ANG       
 DF2576
 DF2576.Superseded values are not recommended for survey control.
 DF2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2576.See file dsdata.txt to determine how the superseded data were derived.
 DF2576
 DF2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5816839603(NAD 83)
 DF2576_MARKER: DD = SURVEY DISK
 DF2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2576
 DF2576  HISTORY     - Date     Condition        Report By
 DF2576  HISTORY     - 1975     MONUMENTED       GADT
 DF2576
 DF2576                          STATION DESCRIPTION
 DF2576
 DF2576'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2576'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTH OF GOOD HOPE,
 DF2576'6 MILES WEST-NORTHWEST OF BOSTWICK, AND 6 MILES EAST-SOUTHEAST OF
 DF2576'MONROE ON THE PROPERTY OF EVERETT STEWART.
 DF2576'
 DF2576'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 186 AND
 DF2576'STATE ROUTE 83, IN GOOD HOPE, GO SOUTHEASTERLY ALONG STATE ROUTE
 DF2576'83 FOR 0.15 MILE TO THE JUNCTION OF STEWART ROAD (COUNTY PAVED
 DF2576'ROAD 268) TO THE RIGHT.  TURN RIGHT, GOING SOUTH ALONG STEWART
 DF2576'ROAD FOR 0.55 MILE TO THE JUNCTION OF COUNTY ROAD 268 FORKING TO
 DF2576'THE LEFT AND STEWART ROAD BECOMING COUNTY ROAD 267.  CONTINUE
 DF2576'SOUTH ALONG STEWART ROAD FOR 0.35 MILE TO THE JUNCTION OF A
 DF2576'FIELD ROAD TO THE LEFT.  TURN LEFT, GOING SOUTHEASTERLY ALONG
 DF2576'THE FIELD ROAD PARALLEL TO AN OLD FENCELINE ON THE LEFT,
 DF2576'FOR 0.2 MILE TO THE STATION ON THE LEFT ON THE NORTH SIDE OF THE
 DF2576'FENCELINE.
 DF2576'
 DF2576'THE STATION IS LOCATED 1.0 FOOT NORTHEAST OF THE OLD FENCE, 2
 DF2576'FEET SOUTHWEST OF A WITNESS POST, 42 FEET WEST OF A 4 INCH PECAN
 DF2576'TREE IN A FENCELINE RUNNING PARALLEL TO THE OLD FENCELINE, 42.0
 DF2576'FEET EAST OF A 28 INCH PINE TREE ON THE SOUTHWEST SIDE OF THE OLD
 DF2576'FENCELINE, AND 22.0 FEET NOTH OF A 24 INCH PINE TREE ON THE
 DF2576'SOUTHEAST SIDE OF THE OLD FENCELINE.  IT IS A STANDARD BRASS
 DF2576'DISK STAMPED 147-205, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2576'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF2576'UNDERGROUND STATION IS A STANDARD DISK STAMPED 147-205,
 DF2576'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.75 METER
 DF2576'BELOW THE SURFACE OF THE GROUND.
 DF2576'
 DF2576'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STEWART ROAD AND
 DF2576'THE FIELD ROAD, GO SOUTH ALONG STEWART ROAD FOR 0.3 MILE TO THE
 DF2576'MARK ON THE LEFT.  IT IS LOCATED 39 FEET EAST-SOUTHEAST OF THE
 DF2576'CENTERLINE OF STEWART ROAD, 32 FEET NORTH-NORTHEAST OF A POWER
 DF2576'POLE, AND 2.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A
 DF2576'STANDARD DISK STAMPED 147-205 AZMK, SET IN THE TOP OF A 10 INCH
 DF2576'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2732 ***********************************************************************
 DF2732  DESIGNATION -  BV 147 206
 DF2732  PID         -  DF2732
 DF2732  STATE/COUNTY-  GA/WALTON
 DF2732  USGS QUAD   -  LOGANVILLE (1985)
 DF2732
 DF2732                         *CURRENT SURVEY CONTROL
 DF2732  ___________________________________________________________________
 DF2732* NAD 83(1994)-  33 47 01.09806(N)    083 57 55.77353(W)     ADJUSTED  
 DF2732* NAVD 88     -       290.5    (meters)     953.     (feet)  VERTCON   
 DF2732  ___________________________________________________________________
 DF2732  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DF2732  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DF2732
 DF2732  HORZ ORDER  -  SECOND
 DF2732
 DF2732.The horizontal coordinates were established by classical geodetic methods
 DF2732.and adjusted by the National Geodetic Survey in September 1997..
 DF2732
 DF2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2732
 DF2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2732
 DF2732.The geoid height was determined by GEOID03.
 DF2732
 DF2732;                    North         East     Units Scale Factor Converg.
 DF2732;SPC GA W     -   419,525.348   718,630.558   MT  0.99990428   +0 06 42.7
 DF2732;SPC GA W     - 1,376,392.75  2,357,707.09   sFT  0.99990428   +0 06 42.7
 DF2732;UTM  17      - 3,742,120.246   225,403.670   MT  1.00052967   -1 39 00.1
 DF2732;UTM  16      - 3,742,306.547   780,989.170   MT  1.00057347   +1 41 18.5
 DF2732
 DF2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2732!SPC GA W     -   0.99995899  x   0.99990428  =   0.99986327
 DF2732!UTM  17      -   0.99995899  x   1.00052967  =   1.00048863
 DF2732!UTM  16      -   0.99995899  x   1.00057347  =   1.00053243
 DF2732
 DF2732:                Primary Azimuth Mark                     Grid Az
 DF2732:SPC GA W     -  BV 147 206 AZ MK                         057 12 41.9
 DF2732:UTM  17      -  BV 147 206 AZ MK                         058 58 24.7
 DF2732:UTM  16      -  BV 147 206 AZ MK                         055 38 06.1
 DF2732
 DF2732|---------------------------------------------------------------------|
 DF2732| PID    Reference Object                     Distance      Geod. Az  |
 DF2732|                                                           dddmmss.s |
 DF2732| CY7587 BV 147 206 AZ MK                                   0571924.6 |
 DF2732|---------------------------------------------------------------------|
 DF2732
 DF2732                          SUPERSEDED SURVEY CONTROL
 DF2732
 DF2732  NAD 83(1986)-  33 47 01.10394(N)    083 57 55.77325(W) AD(       ) 2
 DF2732  NAD 27      -  33 47 00.71513(N)    083 57 56.09320(W) AD(       ) 2
 DF2732  NGVD 29 (07/19/86)  290.5    (m)          953.     (f) VERT ANG       
 DF2732
 DF2732.Superseded values are not recommended for survey control.
 DF2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2732.See file dsdata.txt to determine how the superseded data were derived.
 DF2732
 DF2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2540442120(NAD 83)
 DF2732_MARKER: DD = SURVEY DISK
 DF2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2732+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 DF2732
 DF2732  HISTORY     - Date     Condition        Report By
 DF2732  HISTORY     - 1975     MONUMENTED       GADT
 DF2732  HISTORY     - 20010320 GOOD             GADT
 DF2732
 DF2732                          STATION DESCRIPTION
 DF2732
 DF2732'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2732'THE STATION IS LOCATED APPROXIMATELY 5-1/4 MILES SOUTHWEST OF
 DF2732'LOGANSVILLE, 6 MILES SOUTHEAST OF SNELLVILLE, AND 7-1/2 MILES
 DF2732'SOUTH OF GRAYSON ON STATE RIGHT OF WAY.
 DF2732'
 DF2732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2732'ROUTE 81) AND STATE ROUTE 20, IN LOGANSVILLE, GO SOUTHWESTERLY
 DF2732'ALONG STATE ROUTE 20 FOR 2.7 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2732'112 CROSSING.  CONTINUE SOUTHWESTERLY ALONG STATE ROUTE 20 FOR
 DF2732'1.4 MILES TO THE JUNCTION OF COUNTY ROAD 91345 FORKING TO THE
 DF2732'RIGHT.  CONTINUE SOUTHWESTERLY ALONG STATE ROUTE 20 FOR 0.75
 DF2732'MILE TO THE JUNCTION OF COUNTY ROAD 91417 TO THE LEFT.  CONTINUE
 DF2732'SOUTHWESTERLY ALONG STATE ROUTE 20 FOR 0.6 MILE TO THE
 DF2732'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWESTERLY ALONG
 DF2732'STATE ROUTE 20 FOR 0.25 MILE TO THE JUNCTION OF COUNTY ROAD
 DF2732'344 TO THE LEFT AND THE STATION ON THE LEFT.
 DF2732'
 DF2732'THE STATION IS LOCATED 29 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2732'STATE ROUTE 20, 75.0 FEET EAST-NORTHEAST OF A POWER POLE, 160.0
 DF2732'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRONT PORCH OF AN
 DF2732'ABANDONED HOUSE, 3.0 FEET NORTHWEST OF A WITNESS POST, 41 FEET
 DF2732'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE
 DF2732'HIGHWAY AND COUNTY ROAD 344, AND 146 FEET WEST OF THE SOUTH
 DF2732'CORNER OF THE N.S. ROBERTSON RESIDENCE IN THE WEST QUADRANT OF
 DF2732'THE INTERSECTION.  IT IS A STANDARD BRASS DISK STAMPED
 DF2732'147-206, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2732'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2732'IS A STANDARD DISK STAMPED 147-206, SET IN AN IRREGULAR MASS OF
 DF2732'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2732'
 DF2732'THE AZIMUTH MARK IS LOCATED 36 FEET NORTHWEST OF THE CENTERLINE
 DF2732'OF STATE ROUTE 20, 104.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 DF2732'OF A CONCRETE CULVERT HEAD WALL, 2 FEET SOUTH OF A WITNESS POST,
 DF2732'AND 21 FEET NORTHEAST OF A POWER POLE.  IT IS A STANDARD DISK
 DF2732'STAMPED 147-206 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2732'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2732
 DF2732                          STATION RECOVERY (2001)
 DF2732
 DF2732'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2731 ***********************************************************************
 DF2731  DESIGNATION -  BV 147 207
 DF2731  PID         -  DF2731
 DF2731  STATE/COUNTY-  GA/WALTON
 DF2731  USGS QUAD   -  LOGANVILLE (1985)
 DF2731
 DF2731                         *CURRENT SURVEY CONTROL
 DF2731  ___________________________________________________________________
 DF2731* NAD 83(1994)-  33 47 11.94977(N)    083 57 33.12706(W)     ADJUSTED  
 DF2731* NAVD 88     -       291.1    (meters)     955.     (feet)  VERTCON   
 DF2731  ___________________________________________________________________
 DF2731  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DF2731  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DF2731
 DF2731  HORZ ORDER  -  SECOND
 DF2731
 DF2731.The horizontal coordinates were established by classical geodetic methods
 DF2731.and adjusted by the National Geodetic Survey in September 1997..
 DF2731
 DF2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2731
 DF2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2731
 DF2731.The geoid height was determined by GEOID03.
 DF2731
 DF2731;                    North         East     Units Scale Factor Converg.
 DF2731;SPC GA W     -   419,860.820   719,212.461   MT  0.99990455   +0 06 55.3
 DF2731;SPC GA W     - 1,377,493.37  2,359,616.22   sFT  0.99990455   +0 06 55.3
 DF2731;UTM  17      - 3,742,437.865   225,995.981   MT  1.00052566   -1 38 47.9
 DF2731;UTM  16      - 3,742,658.138   781,562.006   MT  1.00057744   +1 41 31.6
 DF2731
 DF2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2731!SPC GA W     -   0.99995889  x   0.99990455  =   0.99986345
 DF2731!UTM  17      -   0.99995889  x   1.00052566  =   1.00048453
 DF2731!UTM  16      -   0.99995889  x   1.00057744  =   1.00053631
 DF2731
 DF2731:                Primary Azimuth Mark                     Grid Az
 DF2731:SPC GA W     -  BV 147 207 AZ MK                         056 48 59.6
 DF2731:UTM  17      -  BV 147 207 AZ MK                         058 34 42.8
 DF2731:UTM  16      -  BV 147 207 AZ MK                         055 14 23.3
 DF2731
 DF2731|---------------------------------------------------------------------|
 DF2731| PID    Reference Object                     Distance      Geod. Az  |
 DF2731|                                                           dddmmss.s |
 DF2731| CY7588 BV 147 207 AZ MK                                   0565554.9 |
 DF2731|---------------------------------------------------------------------|
 DF2731
 DF2731                          SUPERSEDED SURVEY CONTROL
 DF2731
 DF2731  NAD 83(1986)-  33 47 11.95572(N)    083 57 33.12668(W) AD(       ) 2
 DF2731  NAD 27      -  33 47 11.56551(N)    083 57 33.45044(W) AD(       ) 2
 DF2731  NGVD 29 (07/19/86)  291.1    (m)          955.     (f) VERT ANG       
 DF2731
 DF2731.Superseded values are not recommended for survey control.
 DF2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2731.See file dsdata.txt to determine how the superseded data were derived.
 DF2731
 DF2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT2599642438(NAD 83)
 DF2731_MARKER: DD = SURVEY DISK
 DF2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2731
 DF2731  HISTORY     - Date     Condition        Report By
 DF2731  HISTORY     - 1975     MONUMENTED       GADT
 DF2731  HISTORY     - 20010320 MARK NOT FOUND   GADT
 DF2731
 DF2731                          STATION DESCRIPTION
 DF2731
 DF2731'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2731'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTHWEST OF
 DF2731'LOGANSVILLE, 6 MILES SOUTHEAST OF SNELLVILLE, AND 9 MILES
 DF2731'NORTH-NORTHEAST OF CONYERS ON STATE RIGHT OF WAY.
 DF2731'
 DF2731'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 78
 DF2731'(STATE ROUTE 10 AND 81) AND STATE ROUTE 20, IN LOGANSVILLE,
 DF2731'PROCEED SOUTHWEST ALONG STATE ROUTE 20 FOR 2.7 MILES TO THE
 DF2731'JUNCTION OF COUNTY ROAD 112 CROSSING.  CONTINUE ALONG STATE ROUTE
 DF2731'20 FOR 2.15 MILES TO THE JUNCTION OF COUNTY ROAD 91417 TO THE
 DF2731'LEFT.  CONTINUE ALONG STATE ROUTE 20 FOR 0.25 MILE TO THE
 DF2731'AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG STATE ROUTE 20 FOR 0.1
 DF2731'MILE TO THE JUNCTION OF COUNTY ROAD 107 CROSSING AND THE STATION ON
 DF2731'THE LEFT.
 DF2731'
 DF2731'THE STATION IS LOCATED 352 FEET WEST-SOUTHWEST OF THE POINT OF
 DF2731'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND THE COUNTY
 DF2731'ROAD, 35.0 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 20,
 DF2731'120.0 FEET SOUTH OF A POWER POLE ON THE NORTHWEST SIDE OF THE
 DF2731'HIGHWAY, AND 3.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 DF2731'STANDARD BRASS DISK STAMPED 147-207, SET IN THE TOP OF A 10 INCH
 DF2731'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2731'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2731'147-207, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2731'0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2731'
 DF2731'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTHEAST OF THE CENTERLINE
 DF2731'OF STATE ROUTE 20, 55.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 DF2731'WELL BOX, 4.0 FEET SOUTHWEST OF A POWER POLE, AND 2.5 FEET
 DF2731'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2731'147-207 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2731'POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2731
 DF2731                          STATION RECOVERY (2001)
 DF2731
 DF2731'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2586 ***********************************************************************
 DF2586  DESIGNATION -  BV 147 208
 DF2586  PID         -  DF2586
 DF2586  STATE/COUNTY-  GA/WALTON
 DF2586  USGS QUAD   -  MONROE (1985)
 DF2586
 DF2586                         *CURRENT SURVEY CONTROL
 DF2586  ___________________________________________________________________
 DF2586* NAD 83(1994)-  33 46 18.33253(N)    083 42 08.43140(W)     ADJUSTED  
 DF2586* NAVD 88     -       270.3    (meters)     887.     (feet)  VERTCON   
 DF2586  ___________________________________________________________________
 DF2586  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DF2586  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DF2586
 DF2586  HORZ ORDER  -  FIRST
 DF2586
 DF2586.The horizontal coordinates were established by classical geodetic methods
 DF2586.and adjusted by the National Geodetic Survey in September 1997..
 DF2586
 DF2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2586
 DF2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2586
 DF2586.The geoid height was determined by GEOID03.
 DF2586
 DF2586;                    North         East     Units Scale Factor Converg.
 DF2586;SPC GA W     -   418,286.531   743,006.798   MT  0.99992279   +0 15 29.2
 DF2586;SPC GA W     - 1,372,328.39  2,437,681.47   sFT  0.99992279   +0 15 29.2
 DF2586;UTM  17      - 3,740,131.648   249,743.384   MT  1.00037215   -1 30 10.7
 DF2586
 DF2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2586!SPC GA W     -   0.99996211  x   0.99992279  =   0.99988490
 DF2586!UTM  17      -   0.99996211  x   1.00037215  =   1.00033424
 DF2586
 DF2586:                Primary Azimuth Mark                     Grid Az
 DF2586:SPC GA W     -  BV 147 208 AZ MK                         140 20 57.9
 DF2586:UTM  17      -  BV 147 208 AZ MK                         142 06 37.8
 DF2586
 DF2586|---------------------------------------------------------------------|
 DF2586| PID    Reference Object                     Distance      Geod. Az  |
 DF2586|                                                           dddmmss.s |
 DF2586| CY7589 BV 147 208 AZ MK                                   1403627.1 |
 DF2586| DF2660 MONROE SOU BELL MICROWAVE           APPROX. 5.9 KM 2222227.2 |
 DF2586| DF2587 MONROE NORRIS ST MUN TANK           APPROX. 1.5 KM 3411657.1 |
 DF2586|---------------------------------------------------------------------|
 DF2586
 DF2586                          SUPERSEDED SURVEY CONTROL
 DF2586
 DF2586  NAD 83(1986)-  33 46 18.33883(N)    083 42 08.43086(W) AD(       ) 1
 DF2586  NAD 27      -  33 46 17.92753(N)    083 42 08.80292(W) AD(       ) 1
 DF2586  NGVD 29 (07/19/86)  270.3    (m)          887.     (f) VERT ANG       
 DF2586
 DF2586.Superseded values are not recommended for survey control.
 DF2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2586.See file dsdata.txt to determine how the superseded data were derived.
 DF2586
 DF2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4974340132(NAD 83)
 DF2586_MARKER: DD = SURVEY DISK
 DF2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF2586+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2586
 DF2586  HISTORY     - Date     Condition        Report By
 DF2586  HISTORY     - 1975     MONUMENTED       GADT
 DF2586  HISTORY     - 20060221 GOOD             STRSMA
 DF2586
 DF2586                          STATION DESCRIPTION
 DF2586
 DF2586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2586'THE STATION IS LOCATED ON THE SOUTH-SOUTHEAST EDGE OF MONROE ON
 DF2586'STATE RIGHT OF WAY.
 DF2586'
 DF2586'TO REACH THE STATION FROM THE COURTHOUSE IN MONROE, TRAVEL SOUTH
 DF2586'ALONG STATE ROUTE 11 FOR 0.65 MILE TO A RAILWAY SPUR CROSSING AND
 DF2586'THE WALTON COUNTY DAY CARE CENTER ON THE LEFT.  CONTINUE SOUTH
 DF2586'ALONG STATE ROUTE 11 FOR 1.05 MILES TO THE STATION ON THE RIGHT.
 DF2586'
 DF2586'THE STATION IS LOCATED 35 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2586'STATE ROUTE 11, 151 FEET SOUTHEAST OF THE CENTERLINE OF VINE
 DF2586'STREET, 89.0 FEET NOTHWEST OF A MAN HOLE COVER, 2.5 FEET
 DF2586'NORTHEAST OF A WITNESS POST, AND 126.0 FEET NORTH OF THE NORTHEAST
 DF2586'CORNER OF A BRICK BUILDING LOCATED AT 1620 SOUTH BROAD STREET.
 DF2586'IT IS A STANDARD BRASS DISK STAMPED 147-208, SET IN THE TOP OF A
 DF2586'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2586'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2586'147-208, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2586'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2586'
 DF2586'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 DF2586'ALONG STATE ROUTE 11 FOR 0.2 MILE TO THE MARK ON THE LEFT.  IT IS
 DF2586'LOCATED 36 FEET EAST OF THE CENTERLINE OF STATE ROUTE 11, 76.0
 DF2586'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST
 DF2586'SET IN A FENCELINE, AND 50.0 FEET NORTHWEST OF A 4 INCH IRON
 DF2586'POST, THE WESTERNMOST SUPPORT FOR A CIVIC ORGANIZATION SIGN.  IT
 DF2586'IS A STANDARD DISK STAMPED 147-208 AZMK, SET IN THE TOP OF A 10
 DF2586'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2586'GROUND.
 DF2586
 DF2586                          STATION RECOVERY (2006)
 DF2586
 DF2586'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2669 ***********************************************************************
 DF2669  DESIGNATION -  BV 147 209
 DF2669  PID         -  DF2669
 DF2669  STATE/COUNTY-  GA/WALTON
 DF2669  USGS QUAD   -  JERSEY (1985)
 DF2669
 DF2669                         *CURRENT SURVEY CONTROL
 DF2669  ___________________________________________________________________
 DF2669* NAD 83(1994)-  33 43 14.80723(N)    083 48 05.16707(W)     ADJUSTED  
 DF2669* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 DF2669  ___________________________________________________________________
 DF2669  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DF2669  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DF2669
 DF2669  HORZ ORDER  -  SECOND
 DF2669
 DF2669.The horizontal coordinates were established by classical geodetic methods
 DF2669.and adjusted by the National Geodetic Survey in September 1997..
 DF2669
 DF2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2669
 DF2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2669
 DF2669.The geoid height was determined by GEOID03.
 DF2669
 DF2669;                    North         East     Units Scale Factor Converg.
 DF2669;SPC GA W     -   412,595.609   733,848.525   MT  0.99991412   +0 12 09.9
 DF2669;SPC GA W     - 1,353,657.43  2,407,634.70   sFT  0.99991412   +0 12 09.9
 DF2669;UTM  17      - 3,734,722.071   240,410.144   MT  1.00043083   -1 33 21.9
 DF2669
 DF2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2669!SPC GA W     -   0.99996451  x   0.99991412  =   0.99987864
 DF2669!UTM  17      -   0.99996451  x   1.00043083  =   1.00039533
 DF2669
 DF2669|---------------------------------------------------------------------|
 DF2669| PID    Reference Object                     Distance      Geod. Az  |
 DF2669|                                                           dddmmss.s |
 DF2669| DF2668 BV 147 209 GADT 1975 PTA             24.334 METERS 03629     |
 DF2669| DF2665 MONROE ATT S MICROWAVE              APPROX. 3.4 KM 0711140.0 |
 DF2669| DF2660 MONROE SOU BELL MICROWAVE           APPROX. 5.4 KM 0755247.4 |
 DF2669| DF2670 JERSEY MUN TANK                     345.331 METERS 32613     |
 DF2669| CY7590 BV 147 209 AZ MK                                   3455623.0 |
 DF2669|---------------------------------------------------------------------|
 DF2669
 DF2669                          SUPERSEDED SURVEY CONTROL
 DF2669
 DF2669  NAD 83(1986)-  33 43 14.81354(N)    083 48 05.16642(W) AD(       ) 2
 DF2669  NAD 27      -  33 43 14.40247(N)    083 48 05.52796(W) AD(       ) 2
 DF2669  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 DF2669
 DF2669.Superseded values are not recommended for survey control.
 DF2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2669.See file dsdata.txt to determine how the superseded data were derived.
 DF2669
 DF2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4041034722(NAD 83)
 DF2669_MARKER: DD = SURVEY DISK
 DF2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2669
 DF2669  HISTORY     - Date     Condition        Report By
 DF2669  HISTORY     - 1975     MONUMENTED       GADT
 DF2669
 DF2669                          STATION DESCRIPTION
 DF2669
 DF2669'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2669'THE STATION IS LOCATED IN JERSEY, ABOUT 7 MILES SOUTHWEST OF
 DF2669'MONROE ON COUNTY RIGHT OF WAY.
 DF2669'
 DF2669'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 91051 AND
 DF2669'90920 TO THE NORTHEAST, LOCATED IN THE NORTHERN PART OF JERSEY,
 DF2669'PROCEED SOUTH ALONG COUNTY ROAD 91051 FOR 0.15 MILE TO THE
 DF2669'JUNCTION OF COUNTY ROAD 90920 TO THE RIGHT.  CONTINUE FOR 0.05
 DF2669'MILE TO THE STATION ON THE RIGHT.
 DF2669'
 DF2669'THE STATION IS LOCATED 39 FEET WEST OF THE CENTERLINE OF COUNTY
 DF2669'ROAD 91051, 327 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 90920
 DF2669'TO THE WEST, 106.5 FEET SOUTHWEST OF A POWER POLE ON THE EAST SIDE
 DF2669'OF THE ROAD, 156.5 FEET NORTHWEST OF ANOTHER POWER POLE WITH A
 DF2669'TRANSFORMER LOCATED ON THE EAST SIDE OF THE ROAD, AND 3.0 FEET
 DF2669'EAST OF A WITNESS POST SET IN A FENCELINE.  IT IS A STANDARD
 DF2669'BRASS DISK STAMPED 147-209, SET IN THE TOP OF A 10 INCH
 DF2669'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2669'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2669'STAMPED 147-209, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2669'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 DF2669'
 DF2669'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 91051
 DF2669'AND COUNTY ROAD 90920 TO THE NORTHEAST, PROCEED NORTH ALONG COUNTY
 DF2669'ROAD 91051 FOR 0.20 MILE TO THE MARK ON THE LEFT.  IT IS LOCATED
 DF2669'26 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET
 DF2669'NORTHEAST OF A WITNESS POST SET AT A FENCELINE, 29.0 FEET
 DF2669'SOUTHEAST OF A 10 INCH PINE TREE LOCATED IN A FENCELINE ON THE
 DF2669'SAME SIDE OF THE ROAD, 35.0 FEET NOTHEAST OF AN 18 INCH PINE
 DF2669'TREE, 68 FEET SOUTHWEST OF A 12 INCH TWIN PINE TREE LOCATED ON
 DF2669'THE EAST SIDE OF THE ROAD AT A FENCE, AND 102.0 FEET WEST OF
 DF2669'A POWER POLE LOCATED ON THE EAST SIDE OF THE ROAD.  THE
 DF2669'STATION IS A STANDARD DISK STAMPED 147-200 AZMK, SET IN THE TOP
 DF2669'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2669'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2722 ***********************************************************************
 DF2722  DESIGNATION -  BV 147 210
 DF2722  PID         -  DF2722
 DF2722  STATE/COUNTY-  GA/WALTON
 DF2722  USGS QUAD   -  BETWEEN (1985)
 DF2722
 DF2722                         *CURRENT SURVEY CONTROL
 DF2722  ___________________________________________________________________
 DF2722* NAD 83(1994)-  33 45 19.83811(N)    083 48 53.55765(W)     ADJUSTED  
 DF2722* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 DF2722  ___________________________________________________________________
 DF2722  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DF2722  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF2722
 DF2722  HORZ ORDER  -  SECOND
 DF2722
 DF2722.The horizontal coordinates were established by classical geodetic methods
 DF2722.and adjusted by the National Geodetic Survey in September 1997..
 DF2722
 DF2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2722
 DF2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2722
 DF2722.The geoid height was determined by GEOID03.
 DF2722
 DF2722;                    North         East     Units Scale Factor Converg.
 DF2722;SPC GA W     -   416,443.184   732,589.636   MT  0.99991309   +0 11 43.7
 DF2722;SPC GA W     - 1,366,280.68  2,403,504.50   sFT  0.99991309   +0 11 43.7
 DF2722;UTM  17      - 3,738,608.511   239,269.400   MT  1.00043814   -1 33 53.9
 DF2722
 DF2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2722!SPC GA W     -   0.99996343  x   0.99991309  =   0.99987652
 DF2722!UTM  17      -   0.99996343  x   1.00043814  =   1.00040155
 DF2722
 DF2722:                Primary Azimuth Mark                     Grid Az
 DF2722:SPC GA W     -  MONROE SOU BELL MICROWAVE                111 13 32.0
 DF2722:UTM  17      -  MONROE SOU BELL MICROWAVE                112 59 09.6
 DF2722
 DF2722|---------------------------------------------------------------------|
 DF2722| PID    Reference Object                     Distance      Geod. Az  |
 DF2722|                                                           dddmmss.s |
 DF2722| DF2660 MONROE SOU BELL MICROWAVE           APPROX. 6.9 KM 1112515.7 |
 DF2722| CY7591 BV 147 210 AZ MK                                   1384856.6 |
 DF2722| DF2721 BV 147 210 GADT 1975 PTA             23.743 METERS 14727     |
 DF2722|---------------------------------------------------------------------|
 DF2722
 DF2722                          SUPERSEDED SURVEY CONTROL
 DF2722
 DF2722  NAD 83(1986)-  33 45 19.84436(N)    083 48 53.55698(W) AD(       ) 2
 DF2722  NAD 27      -  33 45 19.43371(N)    083 48 53.91742(W) AD(       ) 2
 DF2722  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 DF2722
 DF2722.Superseded values are not recommended for survey control.
 DF2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2722.See file dsdata.txt to determine how the superseded data were derived.
 DF2722
 DF2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3926938609(NAD 83)
 DF2722_MARKER: DD = SURVEY DISK
 DF2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2722
 DF2722  HISTORY     - Date     Condition        Report By
 DF2722  HISTORY     - 1975     MONUMENTED       GADT
 DF2722
 DF2722                          STATION DESCRIPTION
 DF2722
 DF2722'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2722'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST-NORTHEAST
 DF2722'OF WALNUT GROVE, 2-3/4 MILES NORTH-NORTHWEST OF JERSEY, AND
 DF2722'6-1/2 MILES WEST-SOUTHWEST OF MONROE ON STATE RIGHT OF WAY.
 DF2722'
 DF2722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2722'(STATE ROUTE 10) AND STATE ROUTE 138, ON THE WEST SIDE OF MONROE,
 DF2722'GO SOUTHWEST ALONG STATE ROUTE 138 FOR 0.7 MILE TO A BRIDGE OVER
 DF2722'ALCOVY CREEK.  CONTINUE SOUTHWEST ALONG STATE ROUTE 138 FOR 1.65
 DF2722'MILES TO THE JUNCTION OF COUNTY ROAD 68 CROSSING.  CONTINUE
 DF2722'SOUTHWEST ALONG STATE ROUTE 138 FOR 2.75 MILES TO THE JUNCTION
 DF2722'OF COUNTY ROAD 91051 CROSSING.  TURN LEFT, GOING SOUTHEAST ALONG
 DF2722'COUNTY ROAD 91051 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF2722'
 DF2722'THE STATION IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF
 DF2722'COUNTY ROAD 91051, 62.5 FEET EAST OF A 24 INCH OAK TREE ON THE
 DF2722'WEST SIDE OF THE ROAD, 8.4 FEET NORTHWEST OF A POWER POLE, 2.3
 DF2722'FEET SOUTHWEST OF A WITNESS POST, 36.0 FEET SOUTH OF A 12 INCH
 DF2722'PINE TREE, AND 200.3 FEET SOUTHEAST OF ANOTHER POWER POLE.  IT
 DF2722'IS A STANDARD BRASS DISK STAMPED 147-210, SET IN THE TOP OF A 10
 DF2722'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2722'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2722'147-210, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2722'0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF2722'
 DF2722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 DF2722'COUNTY ROAD 91051 FOR 0.35 MILE TO THE MARK ON THE LEFT.  IT IS
 DF2722'LOCATED 25 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 91051,
 DF2722'80.0 FEET SOUTH OF A POWER POLE, 2.0 FEET SOUTHWEST OF A WITNESS
 DF2722'POST SET IN A FENCELINE, AND 162.0 FEET NORTHWEST OF A POWER
 DF2722'POLE.  IT IS A STANDARD DISK STAMPED 147-210 AZMK, SET IN THE
 DF2722'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2722'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2726 ***********************************************************************
 DF2726  DESIGNATION -  BV 147 211
 DF2726  PID         -  DF2726
 DF2726  STATE/COUNTY-  GA/WALTON
 DF2726  USGS QUAD   -  LOGANVILLE (1985)
 DF2726
 DF2726                         *CURRENT SURVEY CONTROL
 DF2726  ___________________________________________________________________
 DF2726* NAD 83(1994)-  33 49 58.99513(N)    083 53 00.56096(W)     ADJUSTED  
 DF2726* NAVD 88     -       303.9    (meters)     997.     (feet)  VERTCON   
 DF2726  ___________________________________________________________________
 DF2726  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DF2726  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF2726
 DF2726  HORZ ORDER  -  FIRST
 DF2726
 DF2726.The horizontal coordinates were established by classical geodetic methods
 DF2726.and adjusted by the National Geodetic Survey in September 1997..
 DF2726
 DF2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2726
 DF2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2726
 DF2726.The geoid height was determined by GEOID03.
 DF2726
 DF2726;                    North         East     Units Scale Factor Converg.
 DF2726;SPC GA W     -   425,023.829   726,209.781   MT  0.99990847   +0 09 27.6
 DF2726;SPC GA W     - 1,394,432.35  2,382,573.26   sFT  0.99990847   +0 09 27.6
 DF2726;UTM  17      - 3,747,386.094   233,153.093   MT  1.00047792   -1 36 23.1
 DF2726
 DF2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2726!SPC GA W     -   0.99995688  x   0.99990847  =   0.99986535
 DF2726!UTM  17      -   0.99995688  x   1.00047792  =   1.00043478
 DF2726
 DF2726:                Primary Azimuth Mark                     Grid Az
 DF2726:SPC GA W     -  BV 147 211 AZ MK                         099 58 16.3
 DF2726:UTM  17      -  BV 147 211 AZ MK                         101 44 07.0
 DF2726
 DF2726|---------------------------------------------------------------------|
 DF2726| PID    Reference Object                     Distance      Geod. Az  |
 DF2726|                                                           dddmmss.s |
 DF2726| CY7592 BV 147 211 AZ MK                                   1000743.9 |
 DF2726|---------------------------------------------------------------------|
 DF2726
 DF2726                          SUPERSEDED SURVEY CONTROL
 DF2726
 DF2726  NAD 83(1986)-  33 49 59.00131(N)    083 53 00.56065(W) AD(       ) 1
 DF2726  NAD 27      -  33 49 58.60803(N)    083 53 00.89458(W) AD(       ) 1
 DF2726  NGVD 29 (07/19/86)  303.9    (m)          997.     (f) VERT ANG       
 DF2726
 DF2726.Superseded values are not recommended for survey control.
 DF2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2726.See file dsdata.txt to determine how the superseded data were derived.
 DF2726
 DF2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3315347386(NAD 83)
 DF2726_MARKER: DD = SURVEY DISK
 DF2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2726
 DF2726  HISTORY     - Date     Condition        Report By
 DF2726  HISTORY     - 1975     MONUMENTED       GADT
 DF2726  HISTORY     - 20010320 MARK NOT FOUND   GADT
 DF2726
 DF2726                          STATION DESCRIPTION
 DF2726
 DF2726'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2726'THE STATION IS LOCATED ON THE SOUTHEAST EDGE OF LOGANSVILLE ON
 DF2726'STATE RIGHT OF WAY.
 DF2726'
 DF2726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2726'ROUTES 10 AND 81) AND STATE ROUTE 20 IN LOGANSVILLE, PROCEED EAST
 DF2726'ALONG U.S. HIGHWAY 78 FOR 0.9 MILE TO THE JUNCTION OF STATE ROUTE
 DF2726'20 SPUR REVERSE FORKING TO THE LEFT.  CONTINUE ALONG U.S. HIGHWAY
 DF2726'78 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DF2726'
 DF2726'THE STATION IS A STANDARD BRASS DISK STAMPED 147-211, SET IN THE
 DF2726'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2726'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2726'STAMPED 147-211, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2726'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.  IT IS
 DF2726'LOCATED 27 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S.
 DF2726'HIGHWAY 78, 2.8 FEET NORTH-NORTHEAST OF A WITNESS POST, 49 FEET
 DF2726'SOUTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF2726'COUNTY ROAD 34 TO THE NORTHEAST AND U.S. HIGHWAY 78, 79.0 FEET
 DF2726'NORTHWEST OF THE NORTHERNMOST CORNER OF A DRIVE-IN RESTAURANT
 DF2726'BUILDING, 13.0 FEET NORTHEAST OF A TELEPHONE POLE, AND 122.5
 DF2726'FEET EAST-SOUTHEAST OF A POWER POLE SET IN FRONT OF BEES GAS
 DF2726'SERVICE STATION.
 DF2726'
 DF2726'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG
 DF2726'U.S. HIGHWAY 78 FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTE 81 TO
 DF2726'THE RIGHT AND COUNTY ROAD 38 TO THE LEFT.  CONTINUE ALONG
 DF2726'U.S. HIGHWAY 78 FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT IS A
 DF2726'STANDARD DISK STAMPED 147-211 AZMK, SET IN THE TOP OF A 10 INCH
 DF2726'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2726'GROUND.  IT IS LOCATED 37 FEET NORTH OF THE CENTERLINE OF THE
 DF2726'HIGHWAY, 2.5 FEET SOUTH OF A WITNESS POST SET IN A FENCELINE,
 DF2726'131.0 FEET NORTHEAST OF MILE POST 2 ON THE SOUTH SIDE OF THE
 DF2726'HIGHWAY, 126.0 FEET NORTHEAST OF A POWER POLE ON THE SOUTH
 DF2726'SIDE OF THE HIGHWAY, AND 105.0 FEET NORTHWEST OF ANOTHER POWER
 DF2726'POLE ON THE SOUTH SIDE OF THE HIGHWAY.
 DF2726
 DF2726                          STATION RECOVERY (2001)
 DF2726
 DF2726'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2573 ***********************************************************************
 DF2573  DESIGNATION -  BV 147 212
 DF2573  PID         -  DF2573
 DF2573  STATE/COUNTY-  GA/WALTON
 DF2573  USGS QUAD   -  HIGH SHOALS (1985)
 DF2573
 DF2573                         *CURRENT SURVEY CONTROL
 DF2573  ___________________________________________________________________
 DF2573* NAD 83(1994)-  33 48 44.43586(N)    083 33 03.18172(W)     ADJUSTED  
 DF2573* NAVD 88     -       238.9    (meters)     784.     (feet)  VERTCON   
 DF2573  ___________________________________________________________________
 DF2573  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DF2573  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF2573
 DF2573  HORZ ORDER  -  SECOND
 DF2573
 DF2573.The horizontal coordinates were established by classical geodetic methods
 DF2573.and adjusted by the National Geodetic Survey in September 1997..
 DF2573
 DF2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2573
 DF2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2573
 DF2573.The geoid height was determined by GEOID03.
 DF2573
 DF2573;                    North         East     Units Scale Factor Converg.
 DF2573;SPC GA W     -   422,861.238   757,008.479   MT  0.99994005   +0 20 33.6
 DF2573;SPC GA W     - 1,387,337.25  2,483,618.65   sFT  0.99994005   +0 20 33.6
 DF2573;UTM  17      - 3,744,275.329   263,884.736   MT  1.00028733   -1 25 12.6
 DF2573
 DF2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2573!SPC GA W     -   0.99996702  x   0.99994005  =   0.99990708
 DF2573!UTM  17      -   0.99996702  x   1.00028733  =   1.00025435
 DF2573
 DF2573:                Primary Azimuth Mark                     Grid Az
 DF2573:SPC GA W     -  BV 147 212 AZ MK                         099 45 01.9
 DF2573:UTM  17      -  BV 147 212 AZ MK                         101 30 48.1
 DF2573
 DF2573|---------------------------------------------------------------------|
 DF2573| PID    Reference Object                     Distance      Geod. Az  |
 DF2573|                                                           dddmmss.s |
 DF2573| CY7593 BV 147 212 AZ MK                                   1000535.5 |
 DF2573|---------------------------------------------------------------------|
 DF2573
 DF2573                          SUPERSEDED SURVEY CONTROL
 DF2573
 DF2573  NAD 83(1986)-  33 48 44.44238(N)    083 33 03.18094(W) AD(       ) 2
 DF2573  NAD 27      -  33 48 44.01817(N)    083 33 03.59363(W) AD(       ) 2
 DF2573  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 DF2573
 DF2573.Superseded values are not recommended for survey control.
 DF2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2573.See file dsdata.txt to determine how the superseded data were derived.
 DF2573
 DF2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT6388544275(NAD 83)
 DF2573_MARKER: DD = SURVEY DISK
 DF2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2573
 DF2573  HISTORY     - Date     Condition        Report By
 DF2573  HISTORY     - 1975     MONUMENTED       GADT
 DF2573
 DF2573                          STATION DESCRIPTION
 DF2573
 DF2573'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2573'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST-SOUTHWEST
 DF2573'OF HIGH SHOALS, 5-1/2 MILES NORTH-NORTHWEST OF BOSTWICK, AND
 DF2573'5-1/4 MILES SOUTH-SOUTHWEST OF EASTVILLE ON COUNTY RIGHT OF WAY.
 DF2573'
 DF2573'TO REACH THE STATION FROM THE HIGH SHOALS POST OFFICE LOCATED
 DF2573'IN NORTH HIGH SHOALS, TRAVEL SOUTHWEST ALONG STATE ROUTE 186 FOR
 DF2573'0.6 MILE TO THE JUNCTION OF A PAVED COUNTY ROAD FORKING TO THE
 DF2573'LEFT.  CONTINUE TRAVELING SOUTHWEST ALONG STATE ROUTE 186 FOR
 DF2573'1.3 MILE TO THE JUNCTION OF COUNTY ROAD 298 CROSSING.  TURN
 DF2573'RIGHT, TRAVELING NORTHWEST ALONG COUNTY ROAD 298 FOR 0.9 MILE TO
 DF2573'THE AZIMUTH MARK ON THE LEFT.  CONTINUE TRAVELING WESTERLY
 DF2573'ALONG COUNTY ROAD 298 FOR 0.65 MILE TO THE STATION ON THE
 DF2573'RIGHT.
 DF2573'
 DF2573'THE STATION IS LOCATED 34 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF2573'ROAD, 59 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 DF2573'CENTERLINES OF THE ROAD AND A DIRT FIELD ROAD TO THE SOUTHWEST,
 DF2573'636 FEET WEST OF A 24 INCH OAK TREE ON THE SOUTHWEST SIDE OF THE
 DF2573'ROAD, AND 2.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF2573'BRASS DISK STAMPED 147-212, SET IN THE TOP OF A 10 INCH
 DF2573'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2573'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2573'147-212, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2573'0.81 METER BELOW THE SURFACE OF THE GROUND.
 DF2573'
 DF2573'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTH OF THE CENTERLINE OF
 DF2573'THE ROAD, 12.5 FEET NORTH-NORTHWEST OF A 4 INCH PINE TREE, AND 2
 DF2573'FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2573'147-212 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2573'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2593 ***********************************************************************
 DF2593  DESIGNATION -  BV 147 213
 DF2593  PID         -  DF2593
 DF2593  STATE/COUNTY-  GA/WALTON
 DF2593  USGS QUAD   -  MONROE (1985)
 DF2593
 DF2593                         *CURRENT SURVEY CONTROL
 DF2593  ___________________________________________________________________
 DF2593* NAD 83(1994)-  33 48 08.08756(N)    083 44 06.64985(W)     ADJUSTED  
 DF2593* NAVD 88     -       273.7    (meters)     898.     (feet)  VERTCON   
 DF2593  ___________________________________________________________________
 DF2593  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DF2593  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF2593
 DF2593  HORZ ORDER  -  SECOND
 DF2593
 DF2593.The horizontal coordinates were established by classical geodetic methods
 DF2593.and adjusted by the National Geodetic Survey in September 1997..
 DF2593
 DF2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2593
 DF2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2593
 DF2593.The geoid height was determined by GEOID03.
 DF2593
 DF2593;                    North         East     Units Scale Factor Converg.
 DF2593;SPC GA W     -   421,654.642   739,951.041   MT  0.99991967   +0 14 24.2
 DF2593;SPC GA W     - 1,383,378.60  2,427,656.04   sFT  0.99991967   +0 14 24.2
 DF2593;UTM  17      - 3,743,593.706   246,791.265   MT  1.00039047   -1 31 20.9
 DF2593
 DF2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2593!SPC GA W     -   0.99996159  x   0.99991967  =   0.99988126
 DF2593!UTM  17      -   0.99996159  x   1.00039047  =   1.00035204
 DF2593
 DF2593:                Primary Azimuth Mark                     Grid Az
 DF2593:SPC GA W     -  BV 147 213 AZ MK                         269 37 28.6
 DF2593:UTM  17      -  BV 147 213 AZ MK                         271 23 13.7
 DF2593
 DF2593|---------------------------------------------------------------------|
 DF2593| PID    Reference Object                     Distance      Geod. Az  |
 DF2593|                                                           dddmmss.s |
 DF2593| CY7594 BV 147 213 AZ MK                                   2695152.8 |
 DF2593|---------------------------------------------------------------------|
 DF2593
 DF2593                          SUPERSEDED SURVEY CONTROL
 DF2593
 DF2593  NAD 83(1986)-  33 48 08.09386(N)    083 44 06.64935(W) AD(       ) 2
 DF2593  NAD 27      -  33 48 07.68905(N)    083 44 07.02251(W) AD(       ) 2
 DF2593  NGVD 29 (07/19/86)  273.7    (m)          898.     (f) VERT ANG       
 DF2593
 DF2593.Superseded values are not recommended for survey control.
 DF2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2593.See file dsdata.txt to determine how the superseded data were derived.
 DF2593
 DF2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4679143594(NAD 83)
 DF2593_MARKER: DD = SURVEY DISK
 DF2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2593
 DF2593  HISTORY     - Date     Condition        Report By
 DF2593  HISTORY     - 1975     MONUMENTED       GADT
 DF2593  HISTORY     - 20020827 MARK NOT FOUND   GADT
 DF2593
 DF2593                          STATION DESCRIPTION
 DF2593
 DF2593'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2593'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF MONROE ON STATE
 DF2593'RIGHT OF WAY.
 DF2593'
 DF2593'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 11 AND
 DF2593'U.S. HIGHWAY 78 IN MONROE, GO WEST ALONG U.S. HIGHWAY 78 FOR
 DF2593'0.75 MILE TO THE STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 DF2593'
 DF2593'THE STATION IS LOCATED 421 FEET WEST OF THE SOUTHEAST CORNER OF
 DF2593'THE SOUTHEAST BRIDGE END WALL OF THE U.S. HIGHWAY 78 WESTBOUND
 DF2593'LANE BRIDGE OVER STATE ROUTE 138, 20 FEET SOUTH OF THE CENTERLINE
 DF2593'OF THE WESTBOUND LANE OF U.S. HIGHWAY 78, 43 FEET NORTH OF THE
 DF2593'CENTERLINE OF THE EASTBOUND LANE, AND 3.5 FEET WEST OF A WITNESS
 DF2593'POST.  IT IS A STANDARD BRASS DISK STAMPED 147-213, SET IN THE
 DF2593'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2593'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2593'DISK STAMPED 147-213, SET IN AN IRREGULAR MASS OF
 DF2593'CONCRETE APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF2593'
 DF2593'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF2593'U.S. HIGHWAY 78 FOR 0.6 MILE TO THE MARK ON THE LEFT IN THE
 DF2593'HIGHWAY MEDIAN.  IT IS LOCATED 27 FEET SOUTH OF THE CENTERLINE OF
 DF2593'THE WESTBOUND LANE OF U.S. HIGHWAY 78, 32 FEET NORTH OF THE
 DF2593'CENTERLINE OF THE EASTBOUND LANE, AND 2.4 FEET NORTH OF A WITNESS
 DF2593'POST.  IT IS A STANDARD DISK STAMPED 147-213 AZMK, SET IN THE
 DF2593'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2593'SURFACE OF THE GROUND.
 DF2593
 DF2593                          STATION RECOVERY (2002)
 DF2593
 DF2593'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DF2593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2606 ***********************************************************************
 DF2606  DESIGNATION -  BV 147 214
 DF2606  PID         -  DF2606
 DF2606  STATE/COUNTY-  GA/WALTON
 DF2606  USGS QUAD   -  WINDER SOUTH (1985)
 DF2606
 DF2606                         *CURRENT SURVEY CONTROL
 DF2606  ___________________________________________________________________
 DF2606* NAD 83(1994)-  33 53 38.61724(N)    083 40 40.16599(W)     ADJUSTED  
 DF2606* NAVD 88     -       269.4    (meters)     884.     (feet)  VERTCON   
 DF2606  ___________________________________________________________________
 DF2606  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DF2606  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DF2606
 DF2606  HORZ ORDER  -  SECOND
 DF2606
 DF2606.The horizontal coordinates were established by classical geodetic methods
 DF2606.and adjusted by the National Geodetic Survey in September 1997..
 DF2606
 DF2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2606
 DF2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2606
 DF2606.The geoid height was determined by GEOID03.
 DF2606
 DF2606;                    North         East     Units Scale Factor Converg.
 DF2606;SPC GA W     -   431,861.448   745,213.310   MT  0.99992519   +0 16 21.4
 DF2606;SPC GA W     - 1,416,865.43  2,444,920.67   sFT  0.99992519   +0 16 21.4
 DF2606;UTM  17      - 3,753,638.157   252,367.852   MT  1.00035601   -1 29 38.7
 DF2606
 DF2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2606!SPC GA W     -   0.99996229  x   0.99992519  =   0.99988748
 DF2606!UTM  17      -   0.99996229  x   1.00035601  =   1.00031828
 DF2606
 DF2606:                Primary Azimuth Mark                     Grid Az
 DF2606:SPC GA W     -  BV 147 224                               044 09 59.4
 DF2606:UTM  17      -  BV 147 224                               045 55 59.5
 DF2606
 DF2606|---------------------------------------------------------------------|
 DF2606| PID    Reference Object                     Distance      Geod. Az  |
 DF2606|                                                           dddmmss.s |
 DF2606| DF2605 BV 147 224                          APPROX. 0.5 KM 0442620.8 |
 DF2606| CY7595 BV 147 214 AZ MK                                   1181838.2 |
 DF2606|---------------------------------------------------------------------|
 DF2606
 DF2606                          SUPERSEDED SURVEY CONTROL
 DF2606
 DF2606  NAD 83(1986)-  33 53 38.62377(N)    083 40 40.16527(W) AD(       ) 2
 DF2606  NAD 27      -  33 53 38.21215(N)    083 40 40.56611(W) AD(       ) 2
 DF2606  NGVD 29 (07/19/86)  269.4    (m)          884.     (f) VERT ANG       
 DF2606
 DF2606.Superseded values are not recommended for survey control.
 DF2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2606.See file dsdata.txt to determine how the superseded data were derived.
 DF2606
 DF2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5236853638(NAD 83)
 DF2606_MARKER: DD = SURVEY DISK
 DF2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2606
 DF2606  HISTORY     - Date     Condition        Report By
 DF2606  HISTORY     - 1975     MONUMENTED       GADT
 DF2606
 DF2606                          STATION DESCRIPTION
 DF2606
 DF2606'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2606'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHWEST OF GRATIS,
 DF2606'3-1/2 MILES SOUTHEAST OF BETHLEHEM, AND 7-1/4 MILES
 DF2606'NORTH-NORTHEAST OF MONROE ON COUNTY RIGHT OF WAY.
 DF2606'
 DF2606'TO REACH THE STATION FROM THE JUNCTION OF WALTON COUNTY ROADS
 DF2606'91593 TO THE NORTHWEST AND NORTHEAST, 91434 TO THE SOUTHWEST,
 DF2606'AND 92186 TO THE SOUTHEAST, IN GRATIS, LOCATED APPROXIMATELY
 DF2606'6-3/4 MILES NORTH-NORTHEAST OF MONROE, GO NORTHWESTERLY ALONG
 DF2606'COUNTY ROAD 91593 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD 235
 DF2606'FORKING TO THE RIGHT.  CONTINUE NORTHWEST ALONG COUNTY ROAD
 DF2606'91593 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROAD 356 TO THE
 DF2606'LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 DF2606'ALONG COUNTY ROAD 91593 FOR 0.3 MILE TO THE JUNCTION OF
 DF2606'COUNTY ROAD 169 FORKING TO THE RIGHT.  CONTINUE, NOW EAST, ALONG
 DF2606'COUNTY ROAD 91593 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF2606'
 DF2606'THE STATION IS LOCATED 37 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DF2606'ROAD 91593, 152.0 FEET SOUTH-SOUTHWEST OF A 10 INCH PINE TREE ON
 DF2606'THE NORTH SIDE OF THE ROAD, AND 2.0 FEET NORTH OF A WITNESS
 DF2606'POST.  IT IS A STANDARD BRASS DISK STAMPED 147-214, SET IN THE
 DF2606'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2606'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2606'STAMPED 147-214, SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2606'CONCRETE APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE
 DF2606'GROUND.
 DF2606'
 DF2606'THE AZIMUTH MARK IS LOCATED 22 FEET SOUTHWEST OF THE CENTERLINE
 DF2606'OF COUNTY ROAD 91593, 32 FEET SOUTH OF THE POINT OF INTERSECTION
 DF2606'OF THE CENTERLINES OF THE ROADS, 39.0 FEET NORTH-NORTHWEST OF A
 DF2606'POWER POLE, AND 2.0 FEET NORTH OF A WITNESS POST.  IT IS A
 DF2606'STANDARD DISK STAMPED 147-214 AZMK, SET IN THE TOP OF A 10 INCH
 DF2606'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2575 ***********************************************************************
 DF2575  CBN         -  This is a Cooperative Base Network Control Station.
 DF2575  DESIGNATION -  BV 147 215
 DF2575  PID         -  DF2575
 DF2575  STATE/COUNTY-  GA/WALTON
 DF2575  USGS QUAD   -  HIGH SHOALS (1985)
 DF2575
 DF2575                         *CURRENT SURVEY CONTROL
 DF2575  ___________________________________________________________________
 DF2575* NAD 83(1994)-  33 52 03.34489(N)    083 36 22.89910(W)     ADJUSTED  
 DF2575* NAVD 88     -       243.1    (meters)     798.     (feet)  GPS OBS   
 DF2575  ___________________________________________________________________
 DF2575  X           -     590,382.631 (meters)                     COMP
 DF2575  Y           -  -5,268,659.916 (meters)                     COMP
 DF2575  Z           -   3,534,380.778 (meters)                     COMP
 DF2575  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DF2575  ELLIP HEIGHT-         214.07  (meters)          (03/09/95) GPS OBS
 DF2575  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF2575
 DF2575  HORZ ORDER  -  B
 DF2575  ELLP ORDER  -  FIRST     CLASS I
 DF2575
 DF2575.The horizontal coordinates were established by GPS observations
 DF2575.and adjusted by the National Geodetic Survey in March 1995..
 DF2575
 DF2575.The orthometric height was determined by GPS observations and a
 DF2575.high-resolution geoid model.
 DF2575
 DF2575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF2575
 DF2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2575
 DF2575.The ellipsoidal height was determined by GPS observations
 DF2575.and is referenced to NAD 83.
 DF2575
 DF2575.The geoid height was determined by GEOID03.
 DF2575
 DF2575;                    North         East     Units Scale Factor Converg.
 DF2575;SPC GA W     -   428,959.983   751,839.038   MT  0.99993312   +0 18 44.1
 DF2575;SPC GA W     - 1,407,346.21  2,466,658.58   sFT  0.99993312   +0 18 44.1
 DF2575;UTM  17      - 3,750,532.611   258,903.674   MT  1.00031663   -1 27 11.4
 DF2575
 DF2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2575!SPC GA W     -   0.99996640  x   0.99993312  =   0.99989952
 DF2575!UTM  17      -   0.99996640  x   1.00031663  =   1.00028301
 DF2575
 DF2575:                Primary Azimuth Mark                     Grid Az
 DF2575:SPC GA W     -  BV 147 215 AZ MK                         202 49 09.4
 DF2575:UTM  17      -  BV 147 215 AZ MK                         204 35 04.9
 DF2575
 DF2575|---------------------------------------------------------------------|
 DF2575| PID    Reference Object                     Distance      Geod. Az  |
 DF2575|                                                           dddmmss.s |
 DF2575| CY7596 BV 147 215 AZ MK                                   2030753.5 |
 DF2575| CY7597 BV 147 215 AZ MK 2                                 2044926.8 |
 DF2575|---------------------------------------------------------------------|
 DF2575
 DF2575                          SUPERSEDED SURVEY CONTROL
 DF2575
 DF2575  NAD 83(1986)-  33 52 03.35139(N)    083 36 22.89845(W) AD(       ) 2
 DF2575  NAD 27      -  33 52 02.93887(N)    083 36 23.30446(W) AD(       ) 2
 DF2575  NGVD 29 (07/19/86)  243.3    (m)          798.     (f) VERT ANG       
 DF2575
 DF2575.Superseded values are not recommended for survey control.
 DF2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2575.See file dsdata.txt to determine how the superseded data were derived.
 DF2575
 DF2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5890450533(NAD 83)
 DF2575_MARKER: DD = SURVEY DISK
 DF2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2575_STAMPING: 147-215
 DF2575_MARK LOGO: GADT  
 DF2575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2575+STABILITY: SURFACE MOTION
 DF2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2575+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1994
 DF2575
 DF2575  HISTORY     - Date     Condition        Report By
 DF2575  HISTORY     - 1975     MONUMENTED       GADT
 DF2575  HISTORY     - 19940314 GOOD             GADT
 DF2575  HISTORY     - 20020827 MARK NOT FOUND   GADT
 DF2575
 DF2575                          STATION DESCRIPTION
 DF2575
 DF2575'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2575'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-SOUTHEAST
 DF2575'OF GRATIS, 6 MILES WEST OF EASTVILLE, AND 8 MILES NORTHEAST OF
 DF2575'MONROE ON STATE RIGHT OF WAY.
 DF2575'
 DF2575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2575'ROUTE 10 BYPASS) AND STATE ROUTE 11 IN MONROE, GO NORTHEASTERLY
 DF2575'ALONG U.S. HIGHWAY 78 FOR 2.7 MILES TO THE JUNCTION OF COUNTY
 DF2575'ROAD 280 CROSSING.  CONTINUE NORTHEASTERLY ALONG U.S. HIGHWAY 78
 DF2575'FOR 2.5 MILES TO THE JUNCTION OF COUNTY ROAD 92185 TO THE RIGHT
 DF2575'AND COUNTY ROAD 336 TO THE LEFT.  CONTINUE NORTHEASTERLY ALONG
 DF2575'U.S. HIGHWAY 78 FOR 1.85 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2575'92186 TO THE RIGHT.  CONTINUE NORTHEASTERLY ALONG U.S. HIGHWAY
 DF2575'78 FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 91593 TO THE
 DF2575'LEFT.  CONTINUE NORTHEASTERLY ALONG U.S. HIGHWAY 78 FOR 0.05
 DF2575'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DF2575'NORTHEASTERLY ALONG U.S. HIGHWAY 78 FOR 0.55 MILE TO THE
 DF2575'JUNCTION OF COUNTY ROAD 314 TO THE RIGHT AND THE STATION ON
 DF2575'THE LEFT.
 DF2575'
 DF2575'THE STATION IS LOCATED 48 FEET NORTHWEST OF THE CENTERLINE OF
 DF2575'U.S. HIGHWAY 78, 56 FEET WEST OF THE POINT OF INTERSECTION OF A
 DF2575'DIRT FIELD ROAD TO THE NORTHWEST, 96.0 FEET NORTHEAST OF A POWER
 DF2575'POLE, 2.5 FEET SOUTHEAST OF A WITNESS POST, AND 4.0 FEET NORTHWEST
 DF2575'OF ANOTHER WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DF2575'147-215, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF2575'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF2575'IS A STANDARD DISK STAMPED 147-215, SET IN THE TOP OF AN
 DF2575'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.78 METER BELOW THE
 DF2575'SURFACE OF THE GROUND.
 DF2575'
 DF2575'THE AZIMUTH MARK IS LOCATED 39 FEET SOUTHEAST OF THE CENTERLINE
 DF2575'OF U.S. HIGHWAY 78, 10.0 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE
 DF2575'CABLE PEDESTAL AND POLE, AND 2.0 FEET NORTHWEST OF A WITNESS
 DF2575'POST.  IT IS A STANDARD DISK STAMPED 147-215 AZMK, SET IN THE
 DF2575'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2575'OF THE GROUND.
 DF2575'
 DF2575'DUE TO INFORMATION CONCERNING FUTURE CONSTRUCTION ON U.S. HIGHWAY
 DF2575'78 ON THE SOUTH SIDE OF THE PRESENT ROADWAY, AZIMUTH MARK 2 WAS
 DF2575'SET ON THE NORTHWEST SIDE OF THE HIGHWAY, 95.30 FEET WEST OF THE
 DF2575'ORIGINAL AZIMUTH MARK.  THE ORIGINAL AZIMUTH MARK WAS LEFT IN
 DF2575'PLACE.  TO REACH AZIMUTH MARK 2 FROM THE STATION, GO
 DF2575'SOUTHEASTERLY ALONG U.S. HIGHWAY 78 FOR 0.55 MILE TO THE MARK ON
 DF2575'THE RIGHT.  IT IS A STANDARD DISK STAMPED 147-215 AZMK 2, SET IN
 DF2575'THE TOP OF A 9 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW
 DF2575'THE SURFACE OF THE GROUND.  IT IS LOCATED 42 FEET
 DF2575'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 118.0 FEET
 DF2575'SOUTH OF THE SOUTH CORNER OF THE FRAME RESIDENCE OF WILLIE
 DF2575'COOPER, 57 FEET SOUTHWEST OF THE CENTERLINE OF A LOOPING DRIVEWAY
 DF2575'TO THE COOPER RESIDENCE, 3.5 FEET SOUTHEAST OF A POWER POLE, 3.4
 DF2575'FEET NORTHEAST OF A WITNESS POST, AND 3.0 FEET NORTHWEST OF
 DF2575'ANOTHER WITNESS POST.
 DF2575
 DF2575                          STATION RECOVERY (1994)
 DF2575
 DF2575'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 DF2575'THE STATION IS LOCATED ABOUT 3.25 MI (5.23 KM) EAST-SOUTHEAST FROM
 DF2575'GRATIS, 6 MI (9.7 KM) WEST FROM EASTVILLE, AND 8 MI (12.9 KM)
 DF2575'NORTHEAST FROM MONROE.  --OWNERSHIP-- STATE RIGHT-OF-WAY. TO REACH THE
 DF2575'STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE ROUTE 10 BYPASS)
 DF2575'AND STATE ROUTE 11 IN MONROE, GO NORTHEAST ON HIGHWAY 78 FOR 2.7 MI
 DF2575'(4.3 KM) TO THE JUNCTION WITH COUNTY ROAD 280. CONTINUE NORTHEAST ON
 DF2575'HIGHWAY 78 FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF COUNTY ROAD 92185 TO
 DF2575'THE RIGHT AND COUNTY ROAD 336 TO THE LEFT. CONTINUE NORTHEAST ON
 DF2575'HIGHWAY 78 FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF COUNTY ROAD 92186
 DF2575'TO THE RIGHT.  CONTINUE NORTHEAST ON HIGHWAY 78 FOR 0.7 MI (1.1 KM) TO
 DF2575'THE JUNCTION OF COUNTY ROAD 91593 TO THE LEFT. CONTINUE NORTHEAST ON
 DF2575'HIGHWAY 78 FOR 0.05 MI (0.08 KM) TO THE AZIMUTH MARK ON THE RIGHT.
 DF2575'CONTINUE NORTHEAST ALONG HIGHWAY 78 FOR 0.55 MI (0.89 KM) TO THE
 DF2575'JUNCTION OF CHEEK ROAD TO THE RIGHT AND THE STATION ON THE LEFT. THE
 DF2575'STATION IS FLUSH WITH THE GROUND.  LOCATED 48 FT (14.6 M) NORTHWEST
 DF2575'FROM THE CENTERLINE OF THE WESTBOUND LANE OF U.S. HIGHWAY 78, 56 FT
 DF2575'(17.1 M) WEST FROM THE POINT OF INTERSECTION OF A DIRT FIELD ROAD TO
 DF2575'THE NORTHWEST, 96.0 FT (29.3 M) NORTHEAST FROM A POWER POLE AND 2.5 FT
 DF2575'(0.8 M) SOUTHEAST FROM A WITNESS POST.
 DF2575
 DF2575                          STATION RECOVERY (2002)
 DF2575
 DF2575'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 DF2575'THIS MARK WAS REPORTED AS 'BELIEVED DESTROYED' DUE TO CONSTUCTION OF
 DF2575'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2591 ***********************************************************************
 DF2591  DESIGNATION -  BV 147 216
 DF2591  PID         -  DF2591
 DF2591  STATE/COUNTY-  GA/WALTON
 DF2591  USGS QUAD   -  MONROE (1985)
 DF2591
 DF2591                         *CURRENT SURVEY CONTROL
 DF2591  ___________________________________________________________________
 DF2591* NAD 83(1994)-  33 48 24.04721(N)    083 43 25.01168(W)     ADJUSTED  
 DF2591* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 DF2591  ___________________________________________________________________
 DF2591  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DF2591  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF2591
 DF2591  HORZ ORDER  -  SECOND
 DF2591
 DF2591.The horizontal coordinates were established by classical geodetic methods
 DF2591.and adjusted by the National Geodetic Survey in September 1997..
 DF2591
 DF2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2591
 DF2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2591
 DF2591.The geoid height was determined by GEOID03.
 DF2591
 DF2591;                    North         East     Units Scale Factor Converg.
 DF2591;SPC GA W     -   422,150.874   741,019.838   MT  0.99992074   +0 14 47.5
 DF2591;SPC GA W     - 1,385,006.66  2,431,162.59   sFT  0.99992074   +0 14 47.5
 DF2591;UTM  17      - 3,744,057.046   247,875.325   MT  1.00038371   -1 30 58.3
 DF2591
 DF2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2591!SPC GA W     -   0.99996050  x   0.99992074  =   0.99988125
 DF2591!UTM  17      -   0.99996050  x   1.00038371  =   1.00034420
 DF2591
 DF2591:                Primary Azimuth Mark                     Grid Az
 DF2591:SPC GA W     -  BV 147 216 AZ MK                         095 09 28.3
 DF2591:UTM  17      -  BV 147 216 AZ MK                         096 55 14.1
 DF2591
 DF2591|---------------------------------------------------------------------|
 DF2591| PID    Reference Object                     Distance      Geod. Az  |
 DF2591|                                                           dddmmss.s |
 DF2591| CY7598 BV 147 216 AZ MK                                   0952415.8 |
 DF2591|---------------------------------------------------------------------|
 DF2591
 DF2591                          SUPERSEDED SURVEY CONTROL
 DF2591
 DF2591  NAD 83(1986)-  33 48 24.05351(N)    083 43 25.01120(W) AD(       ) 2
 DF2591  NAD 27      -  33 48 23.64952(N)    083 43 25.38493(W) AD(       ) 2
 DF2591  NGVD 29 (07/19/86)  280.6    (m)          921.     (f) VERT ANG       
 DF2591
 DF2591.Superseded values are not recommended for survey control.
 DF2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2591.See file dsdata.txt to determine how the superseded data were derived.
 DF2591
 DF2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4787544057(NAD 83)
 DF2591_MARKER: DD = SURVEY DISK
 DF2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2591
 DF2591  HISTORY     - Date     Condition        Report By
 DF2591  HISTORY     - 1975     MONUMENTED       GADT
 DF2591
 DF2591                          STATION DESCRIPTION
 DF2591
 DF2591'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2591'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2591'ROUTE 12) AND STATE ROUTE 11 IN MONROE ON STATE RIGHT OF WAY.
 DF2591'
 DF2591'THE STATION IS LOCATED 15.5 FEET NORTHWEST OF THE CENTERLINE OF
 DF2591'THE U.S. HIGHWAY 78 WESTBOUND LANE ACCESS RAMP, 3.0 FEET SOUTHEAST
 DF2591'OF A WITNESS POST, 155.0 FEET WEST-SOUTHWEST OF THE POINT OF
 DF2591'INTERSECTION OF STATE ROUTE 11 AND THE U.S. HIGHWAY 78 WESTBOUND
 DF2591'LANE ACCESS RAMP, AND 12.0 FEET SOUTHEAST OF A 6 INCH PINE
 DF2591'TREE.  IT IS A STANDARD BRASS DISK STAMPED 147-216, SET IN THE
 DF2591'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF2591'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF2591'STAMPED 147-212 (SIC), SET IN AN IRREGULAR MASS OF CONCRETE
 DF2591'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2591'
 DF2591'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2591'AND STATE ROUTE 11, GO EAST ALONG U.S. HIGHWAY 78 FOR 0.75 MILE TO
 DF2591'THE MARK ON THE LEFT IN THE HIGHWAY MEDIAN AT A BRIDGE OVER A
 DF2591'STREET WITH NO ACCESS RAMP.  IT IS LOCATED 24 FEET SOUTH OF THE
 DF2591'CENTERLINE OF THE U.S. HIGHWAY 78 WESTBOUND LANE, 40 FEET NORTH
 DF2591'OF THE CENTERLINE OF THE U.S. HIGHWAY 78 EASTBOUND LANE, 2.0 FEET
 DF2591'NORTH OF A WITNESS POST, 8.0 FEET SOUTHWEST OF THE NORTHWEST
 DF2591'CORNER OF THE SOUTHWEST END WALL OF THE WESTBOUND LANE
 DF2591'BRIDGE, AND 22.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DF2591'THE NORTHWEST END WALL OF THE EASTBOUND LANE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2723 ***********************************************************************
 DF2723  DESIGNATION -  BV 147 217
 DF2723  PID         -  DF2723
 DF2723  STATE/COUNTY-  GA/WALTON
 DF2723  USGS QUAD   -  BETWEEN (1985)
 DF2723
 DF2723                         *CURRENT SURVEY CONTROL
 DF2723  ___________________________________________________________________
 DF2723* NAD 83(1994)-  33 48 05.87645(N)    083 50 06.66056(W)     ADJUSTED  
 DF2723* NAVD 88     -       284.2    (meters)     932.     (feet)  VERTCON   
 DF2723  ___________________________________________________________________
 DF2723  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DF2723  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DF2723
 DF2723  HORZ ORDER  -  SECOND
 DF2723
 DF2723.The horizontal coordinates were established by classical geodetic methods
 DF2723.and adjusted by the National Geodetic Survey in September 1997..
 DF2723
 DF2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2723
 DF2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2723
 DF2723.The geoid height was determined by GEOID03.
 DF2723
 DF2723;                    North         East     Units Scale Factor Converg.
 DF2723;SPC GA W     -   421,552.224   730,692.000   MT  0.99991161   +0 11 03.9
 DF2723;SPC GA W     - 1,383,042.59  2,397,278.67   sFT  0.99991161   +0 11 03.9
 DF2723;UTM  17      - 3,743,776.214   237,528.786   MT  1.00044937   -1 34 41.4
 DF2723
 DF2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2723!SPC GA W     -   0.99995996  x   0.99991161  =   0.99987157
 DF2723!UTM  17      -   0.99995996  x   1.00044937  =   1.00040931
 DF2723
 DF2723:                Primary Azimuth Mark                     Grid Az
 DF2723:SPC GA W     -  BV 147 217 AZ MK                         327 38 04.8
 DF2723:UTM  17      -  BV 147 217 AZ MK                         329 23 50.1
 DF2723
 DF2723|---------------------------------------------------------------------|
 DF2723| PID    Reference Object                     Distance      Geod. Az  |
 DF2723|                                                           dddmmss.s |
 DF2723| CY7599 BV 147 217 AZ MK                                   3274908.7 |
 DF2723|---------------------------------------------------------------------|
 DF2723
 DF2723                          SUPERSEDED SURVEY CONTROL
 DF2723
 DF2723  NAD 83(1986)-  33 48 05.88277(N)    083 50 06.65994(W) AD(       ) 2
 DF2723  NAD 27      -  33 48 05.47967(N)    083 50 07.02205(W) AD(       ) 2
 DF2723  NGVD 29 (07/19/86)  284.2    (m)          932.     (f) VERT ANG       
 DF2723
 DF2723.Superseded values are not recommended for survey control.
 DF2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2723.See file dsdata.txt to determine how the superseded data were derived.
 DF2723
 DF2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3752943776(NAD 83)
 DF2723_MARKER: DD = SURVEY DISK
 DF2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2723
 DF2723  HISTORY     - Date     Condition        Report By
 DF2723  HISTORY     - 1975     MONUMENTED       GADT
 DF2723
 DF2723                          STATION DESCRIPTION
 DF2723
 DF2723'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2723'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTHWEST OF BETWEEN,
 DF2723'4-1/4 MILES NORTH OF WALNUT GROVE, AND 4-3/4 MILES SOUTHWEST OF
 DF2723'LOGANVILLE ON COUNTY RIGHT OF WAY.
 DF2723'
 DF2723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF2723'ROUTES 10 AND 81) AND STATE ROUTE 20, IN LOGANVILLE, TRAVEL EAST
 DF2723'ALONG U.S. HIGHWAY 78 FOR 1.2 MILES TO THE JUNCTION OF STATE ROUTE
 DF2723'81 TO THE RIGHT.  CONTINUE TRAVELING EAST ALONG U.S. HIGHWAY 78
 DF2723'FOR 1.3 MILES TO THE BIG FLAT CREEK BRIDGE.  CONTINUE TRAVELING
 DF2723'EAST ALONG U.S. HIGHWAY 78 FOR 0.6 MILE TO THE JUNCTION OF
 DF2723'BRODNAX MILL ROAD (COUNTY ROAD 78) TO THE RIGHT.  TURN RIGHT,
 DF2723'TRAVELING SOUTH ALONG BRODNAX MILL ROAD FOR 1.3 MILES TO THE
 DF2723'JUNCTION OF COUNTY ROAD 82 (SMITH ROAD) TO THE RIGHT.
 DF2723'CONTINUE TRAVELING SOUTHEAST ALONG BRODNAX MILL ROAD FOR
 DF2723'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE TRAVELING
 DF2723'SOUTHEAST ALONG BRODNAX MILL ROAD FOR 0.35 MILE TO THE
 DF2723'STATION ON THE LEFT.
 DF2723'
 DF2723'THE STATION IS LOCATED 39 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF2723'ROAD, 122 FEET NORTH OF A POWER POLE ON THE SOUTH SIDE OF THE ROAD,
 DF2723'6.5 FEET SOUTHWEST OF A FENCELINE, AND 2.5 FEET SOUTHWEST OF A
 DF2723'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 147-217, SET
 DF2723'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2723'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2723'DISK STAMPED 147-217, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2723'APPROXIMATELY 0.78 METER BELOW THE SURFACE OF THE GROUND.
 DF2723'
 DF2723'THE AZIMUTH MARK IS LOCATED 36 FEET SOUTHWEST OF THE CENTERLINE
 DF2723'OF THE ROAD, 83 FEET EAST-NORTHEAST OF A POWER POLE ON THE NORTH
 DF2723'SIDE OF THE ROAD, 8 FEET NORTHEAST OF A 12 INCH PINE TREE, AND 2
 DF2723'FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2723'147-217 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2723'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2718 ***********************************************************************
 DF2718  DESIGNATION -  BV 147 218
 DF2718  PID         -  DF2718
 DF2718  STATE/COUNTY-  GA/WALTON
 DF2718  USGS QUAD   -  BETWEEN (1985)
 DF2718
 DF2718                         *CURRENT SURVEY CONTROL
 DF2718  ___________________________________________________________________
 DF2718* NAD 83(1994)-  33 50 44.27696(N)    083 45 33.84463(W)     ADJUSTED  
 DF2718* NAVD 88     -       283.7    (meters)     931.     (feet)  VERTCON   
 DF2718  ___________________________________________________________________
 DF2718  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DF2718  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF2718
 DF2718  HORZ ORDER  -  FIRST
 DF2718
 DF2718.The horizontal coordinates were established by classical geodetic methods
 DF2718.and adjusted by the National Geodetic Survey in September 1997..
 DF2718
 DF2718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2718
 DF2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2718
 DF2718.The geoid height was determined by GEOID03.
 DF2718
 DF2718;                    North         East     Units Scale Factor Converg.
 DF2718;SPC GA W     -   426,457.409   737,689.400   MT  0.99991751   +0 13 36.6
 DF2718;SPC GA W     - 1,399,135.68  2,420,235.97   sFT  0.99991751   +0 13 36.6
 DF2718;UTM  17      - 3,748,466.131   244,677.487   MT  1.00040372   -1 32 15.7
 DF2718
 DF2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2718!SPC GA W     -   0.99996004  x   0.99991751  =   0.99987755
 DF2718!UTM  17      -   0.99996004  x   1.00040372  =   1.00036374
 DF2718
 DF2718:                Primary Azimuth Mark                     Grid Az
 DF2718:SPC GA W     -  BV 147 218 AZ MK                         236 38 23.9
 DF2718:UTM  17      -  BV 147 218 AZ MK                         238 24 16.2
 DF2718
 DF2718|---------------------------------------------------------------------|
 DF2718| PID    Reference Object                     Distance      Geod. Az  |
 DF2718|                                                           dddmmss.s |
 DF2718| CY7600 BV 147 218 AZ MK                                   2365200.5 |
 DF2718|---------------------------------------------------------------------|
 DF2718
 DF2718                          SUPERSEDED SURVEY CONTROL
 DF2718
 DF2718  NAD 83(1986)-  33 50 44.28330(N)    083 45 33.84406(W) AD(       ) 1
 DF2718  NAD 27      -  33 50 43.88240(N)    083 45 34.21568(W) AD(       ) 1
 DF2718  NGVD 29 (07/19/86)  283.7    (m)          931.     (f) VERT ANG       
 DF2718
 DF2718.Superseded values are not recommended for survey control.
 DF2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2718.See file dsdata.txt to determine how the superseded data were derived.
 DF2718
 DF2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4467748466(NAD 83)
 DF2718_MARKER: DD = SURVEY DISK
 DF2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2718
 DF2718  HISTORY     - Date     Condition        Report By
 DF2718  HISTORY     - 1975     MONUMENTED       GADT
 DF2718
 DF2718                          STATION DESCRIPTION
 DF2718
 DF2718'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2718'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES NORTHWEST OF
 DF2718'MONROE, 3 MILES SOUTHWEST OF CAMPTON, 3-1/2 MILES NORTHWEST OF
 DF2718'BETWEEN ON COUNTY RIGHT OF WAY.
 DF2718'
 DF2718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2718'(STATE ROUTE 10) AND STATE ROUTE 11 IN MONROE, GO NORTH ALONG
 DF2718'STATE ROUTE 11 FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2718'92185 CROSSING.  TURN LEFT, GOING WEST ON COUNTY ROAD 92185 FOR
 DF2718'0.75 MILE TO THE INTERSECTION OF COUNTY ROAD 90917
 DF2718'CROSSING.  CONTINUE ON COUNTY ROAD 92185 FOR 1.35 MILES TO THE
 DF2718'STATION ON THE RIGHT.
 DF2718'
 DF2718'THE STATION IS A STANDARD BRASS DISK STAMPED 147-218, SET IN
 DF2718'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2718'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2718'DISK STAMPED 147-218, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2718'APPROXIMATELY 0.75 METER BELOW THE SURFACE OF THE GROUND.  IT
 DF2718'IS LOCATED 26 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 92185,
 DF2718'95.0 FEET NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF THE
 DF2718'ROAD, 133.0 FEET SOUTH-SOUTHWEST OF A 22 INCH PECAN TREE AND
 DF2718'3.0 FEET NORTH OF A WITNESS POST.
 DF2718'
 DF2718'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 DF2718'ROAD 92185 FOR 0.5 MILE TO THE MARK ON THE RIGHT.  IT IS A
 DF2718'STANDARD DISK STAMPED 147-218 AZMK, SET IN THE TOP OF A 10 INCH
 DF2718'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2718'GROUND.  IT IS LOCATED 26 FEET NORTH OF THE CENTERLINE OF
 DF2718'COUNTY ROAD 92185, 130.0 FEET EAST OF THE SOUTHEAST CORNER OF
 DF2718'THE FRONT PORCH OF THE J.B. ROWE RESIDENCE, 22.0 FEET SOUTHWEST
 DF2718'OF AN 8 INCH PINE TREE, AND 3.0 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2584 ***********************************************************************
 DF2584  DESIGNATION -  BV 147 219
 DF2584  PID         -  DF2584
 DF2584  STATE/COUNTY-  GA/WALTON
 DF2584  USGS QUAD   -  MONROE (1985)
 DF2584
 DF2584                         *CURRENT SURVEY CONTROL
 DF2584  ___________________________________________________________________
 DF2584* NAD 83(1994)-  33 46 30.72942(N)    083 39 09.79196(W)     ADJUSTED  
 DF2584* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 DF2584  ___________________________________________________________________
 DF2584  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 DF2584  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DF2584
 DF2584  HORZ ORDER  -  FIRST
 DF2584
 DF2584.The horizontal coordinates were established by classical geodetic methods
 DF2584.and adjusted by the National Geodetic Survey in September 1997..
 DF2584
 DF2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2584
 DF2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2584
 DF2584.The geoid height was determined by GEOID03.
 DF2584
 DF2584;                    North         East     Units Scale Factor Converg.
 DF2584;SPC GA W     -   418,690.267   747,601.047   MT  0.99992792   +0 17 08.6
 DF2584;SPC GA W     - 1,373,652.98  2,452,754.44   sFT  0.99992792   +0 17 08.6
 DF2584;UTM  17      - 3,740,394.111   254,349.864   MT  1.00034398   -1 28 31.7
 DF2584
 DF2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2584!SPC GA W     -   0.99996323  x   0.99992792  =   0.99989115
 DF2584!UTM  17      -   0.99996323  x   1.00034398  =   1.00030719
 DF2584
 DF2584:                Primary Azimuth Mark                     Grid Az
 DF2584:SPC GA W     -  BV 147 219 AZ MK                         232 28 13.0
 DF2584:UTM  17      -  BV 147 219 AZ MK                         234 13 53.3
 DF2584
 DF2584|---------------------------------------------------------------------|
 DF2584| PID    Reference Object                     Distance      Geod. Az  |
 DF2584|                                                           dddmmss.s |
 DF2584| CY7601 BV 147 219 AZ MK                                   2324521.6 |
 DF2584|---------------------------------------------------------------------|
 DF2584
 DF2584                          SUPERSEDED SURVEY CONTROL
 DF2584
 DF2584  NAD 83(1986)-  33 46 30.73587(N)    083 39 09.79123(W) AD(       ) 1
 DF2584  NAD 27      -  33 46 30.31440(N)    083 39 10.19252(W) AD(       ) 1
 DF2584  NGVD 29 (07/19/86)  263.1    (m)          863.     (f) VERT ANG       
 DF2584
 DF2584.Superseded values are not recommended for survey control.
 DF2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2584.See file dsdata.txt to determine how the superseded data were derived.
 DF2584
 DF2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5435040394(NAD 83)
 DF2584_MARKER: DD = SURVEY DISK
 DF2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF2584+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DF2584
 DF2584  HISTORY     - Date     Condition        Report By
 DF2584  HISTORY     - 1975     MONUMENTED       GADT
 DF2584  HISTORY     - 20060221 GOOD             STRSMA
 DF2584
 DF2584                          STATION DESCRIPTION
 DF2584
 DF2584'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2584'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WEST-SOUTHWEST
 DF2584'OF GOOD HOPE, 3-3/4 MILES EAST-SOUTHEAST OF MONROE, AND 9 MILES
 DF2584'NORTH-NORTHEAST OF SOCIAL CIRCLE ON COUNTY RIGHT OF WAY.
 DF2584'
 DF2584'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 83 AND
 DF2584'STATE ROUTE 11 IN MONROE, GO EAST ALONG STATE ROUTE 83 FOR 2.2
 DF2584'MILES TO THE JUNCTION OF COUNTY ROAD 277 TO THE RIGHT.  TURN
 DF2584'RIGHT, GOING SOUTH ALONG COUNTY ROAD 277 FOR 1.3 MILES TO THE
 DF2584'JUNCTION OF COUNTY ROAD 278 (PAVED) FORKING TO THE LEFT AND
 DF2584'COUNTY ROAD 277 (NOW DIRT) FORKING TO THE RIGHT.  TURN LEFT,
 DF2584'GOING SOUTHEASTERLY ALONG COUNTY ROAD 278 FOR 0.6 MILE TO THE
 DF2584'JUNCTION OF COUNTY ROAD 91418 CROSSING.  TURN LEFT, GOING EAST
 DF2584'ALONG COUNTY ROAD 91418 FOR 0.35 MILE TO THE JUNCTION OF
 DF2584'COUNTY ROAD 273 FORKING TO THE LEFT AND THE AZIMUTH MARK ON
 DF2584'THE LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG COUNTY ROAD
 DF2584'273 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 DF2584'
 DF2584'THE STATION IS LOCATED 39 FEET NORTHWEST OF THE CENTERLINE OF
 DF2584'COUNTY ROAD 273, 27.0 FEET WEST OF A POWER POLE, 16.0 FEET SOUTH
 DF2584'OF A 16 INCH CEDAR TREE, AND 2.0 FEET SOUTHEAST OF A WITNESS
 DF2584'POST.  IT IS A STANDARD BRASS DISK STAMPED 147-219, SET IN THE
 DF2584'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2584'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2584'DISK STAMPED 147-219, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2584'APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2584'
 DF2584'THE AZIMUTH MARK IS LOCATED 78 FEET SOUTHEAST OF THE CENTERLINE
 DF2584'OF COUNTY ROAD 273, 26 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 DF2584'91418, 25.0 FEET WEST OF A TELEPHONE POLE, 131 FEET EAST OF THE
 DF2584'POINT OF INTERSECTION OF THE CENTERLINES OF THE COUNTY ROADS,
 DF2584'AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF2584'DISK STAMPED 147-219 AZMK, SET IN THE TOP OF A 10 INCH
 DF2584'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2584
 DF2584                          STATION RECOVERY (2006)
 DF2584
 DF2584'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2719 ***********************************************************************
 DF2719  DESIGNATION -  BV 147 220
 DF2719  PID         -  DF2719
 DF2719  STATE/COUNTY-  GA/WALTON
 DF2719  USGS QUAD   -  BETWEEN (1985)
 DF2719
 DF2719                         *CURRENT SURVEY CONTROL
 DF2719  ___________________________________________________________________
 DF2719* NAD 83(1994)-  33 50 36.94913(N)    083 47 02.08961(W)     ADJUSTED  
 DF2719* NAVD 88     -       259.6    (meters)     852.     (feet)  VERTCON   
 DF2719  ___________________________________________________________________
 DF2719  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DF2719  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF2719
 DF2719  HORZ ORDER  -  FIRST
 DF2719
 DF2719.The horizontal coordinates were established by classical geodetic methods
 DF2719.and adjusted by the National Geodetic Survey in September 1997..
 DF2719
 DF2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2719
 DF2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2719
 DF2719.The geoid height was determined by GEOID03.
 DF2719
 DF2719;                    North         East     Units Scale Factor Converg.
 DF2719;SPC GA W     -   426,222.942   735,421.777   MT  0.99991546   +0 12 47.4
 DF2719;SPC GA W     - 1,398,366.44  2,412,796.28   sFT  0.99991546   +0 12 47.4
 DF2719;UTM  17      - 3,748,301.516   242,402.595   MT  1.00041810   -1 33 04.7
 DF2719
 DF2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2719!SPC GA W     -   0.99996382  x   0.99991546  =   0.99987929
 DF2719!UTM  17      -   0.99996382  x   1.00041810  =   1.00038191
 DF2719
 DF2719:                Primary Azimuth Mark                     Grid Az
 DF2719:SPC GA W     -  BV 147 220 AZ MK                         276 01 59.3
 DF2719:UTM  17      -  BV 147 220 AZ MK                         277 47 51.4
 DF2719
 DF2719|---------------------------------------------------------------------|
 DF2719| PID    Reference Object                     Distance      Geod. Az  |
 DF2719|                                                           dddmmss.s |
 DF2719| CY8137 BV 147 220 AZ MK                                   2761446.7 |
 DF2719|---------------------------------------------------------------------|
 DF2719
 DF2719                          SUPERSEDED SURVEY CONTROL
 DF2719
 DF2719  NAD 83(1986)-  33 50 36.95549(N)    083 47 02.08915(W) AD(       ) 1
 DF2719  NAD 27      -  33 50 36.55550(N)    083 47 02.45599(W) AD(       ) 1
 DF2719  NGVD 29 (07/19/86)  259.6    (m)          852.     (f) VERT ANG       
 DF2719
 DF2719.Superseded values are not recommended for survey control.
 DF2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2719.See file dsdata.txt to determine how the superseded data were derived.
 DF2719
 DF2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4240348302(NAD 83)
 DF2719_MARKER: DD = SURVEY DISK
 DF2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2719
 DF2719  HISTORY     - Date     Condition        Report By
 DF2719  HISTORY     - 1975     MONUMENTED       GADT
 DF2719
 DF2719                          STATION DESCRIPTION
 DF2719
 DF2719'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2719'THE STATION IS LOCATED APPROXIMATELY 2-1/4 MILES NORTHEAST OF
 DF2719'BETWEEN, 7 MILES EAST OF LOGANVILLE, AND 5-1/4 MILES NORTHWEST
 DF2719'OF MONROE ON THE PROPERTY OF MR. J. FLOYD ADCOCK.
 DF2719'
 DF2719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2719'(STATE ROUTE 10) AND STATE ROUTE 11, IN MONROE, GO NORTH ALONG
 DF2719'STATE ROUTE 11 FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2719'92185 CROSSING.  TURN LEFT, GOING WEST ALONG COUNTY ROAD 92185
 DF2719'FOR 0.75 MILE TO THE JUNCTION OF COUNTY ROAD 90917
 DF2719'CROSSING.  CONTINUE WEST ALONG COUNTY ROAD 92185 FOR 2.55 MILES
 DF2719'TO THE BEAVERDAM CREEK BRIDGE.  CONTINUE WEST ALONG COUNTY ROAD
 DF2719'92185 FOR 0.5 MILE TO ITS TERMINATION AT THE JUNCTION OF
 DF2719'COUNTY ROAD 92184 CROSSING.  TURN LEFT, GOING SOUTH ALONG
 DF2719'COUNTY ROAD 92184 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DF2719'
 DF2719'THE STATION IS LOCATED 45 FEET SOUTHEAST OF THE CENTERLINE OF
 DF2719'COUNTY ROAD 92184, 116.0 FEET SOUTHEAST OF A POWER POLE ON THE
 DF2719'NORTHEAST SIDE OF THE ROAD, 2.0 FEET NORTHWEST OF A WITNESS
 DF2719'POST, AND 161 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION
 DF2719'OF THE CENTERLINES OF THE ROAD AND A DRIVEWAY TO THE
 DF2719'NORTHWEST.  IT IS A STANDARD BRASS DISK STAMPED 147-220, SET IN
 DF2719'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2719'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2719'DISK STAMPED 147-220, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2719'APPROXIMATELY 0.7 METER BELOW THE SURFACE OF THE GROUND.
 DF2719'
 DF2719'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 DF2719'ALONG COUNTY ROAD 92184 FOR 0.4 MILE TO THE BAY CREEK RIVER
 DF2719'BRIDGE.  CONTINUE SOUTHWESTERLY ALONG COUNTY ROAD 92184 FOR 0.2
 DF2719'MILE TO THE JUNCTION OF COUNTY ROAD 51 TO THE RIGHT.  TURN
 DF2719'RIGHT, GOING WESTERLY ALONG COUNTY ROAD 51 FOR 1.05 MILES TO
 DF2719'THE MARK ON THE LEFT.  IT IS LOCATED 34 FEET EAST-SOUTHEAST OF
 DF2719'THE CENTERLINE OF COUNTY ROAD 51, 3.0 FEET EAST OF A WITNESS
 DF2719'POST, AND 135.0 FEET EAST OF A POWER POLE ON THE NORTHWEST
 DF2719'SIDE OF THE ROAD.  IT IS A STANDARD DISK STAMPED 147-220 AZMK,
 DF2719'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF2719'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2725 ***********************************************************************
 DF2725  DESIGNATION -  BV 147 221
 DF2725  PID         -  DF2725
 DF2725  STATE/COUNTY-  GA/WALTON
 DF2725  USGS QUAD   -  BETWEEN (1985)
 DF2725
 DF2725                         *CURRENT SURVEY CONTROL
 DF2725  ___________________________________________________________________
 DF2725* NAD 83(1994)-  33 52 03.35835(N)    083 51 25.80959(W)     ADJUSTED  
 DF2725* NAVD 88     -       287.0    (meters)     942.     (feet)  VERTCON   
 DF2725  ___________________________________________________________________
 DF2725  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DF2725  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DF2725
 DF2725  HORZ ORDER  -  FIRST
 DF2725
 DF2725.The horizontal coordinates were established by classical geodetic methods
 DF2725.and adjusted by the National Geodetic Survey in September 1997..
 DF2725
 DF2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2725
 DF2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2725
 DF2725.The geoid height was determined by GEOID03.
 DF2725
 DF2725;                    North         East     Units Scale Factor Converg.
 DF2725;SPC GA W     -   428,862.240   728,634.320   MT  0.99991010   +0 10 20.9
 DF2725;SPC GA W     - 1,407,025.53  2,390,527.76   sFT  0.99991010   +0 10 20.9
 DF2725;UTM  17      - 3,751,150.123   235,696.119   MT  1.00046126   -1 35 35.4
 DF2725
 DF2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2725!SPC GA W     -   0.99995954  x   0.99991010  =   0.99986964
 DF2725!UTM  17      -   0.99995954  x   1.00046126  =   1.00042078
 DF2725
 DF2725:                Primary Azimuth Mark                     Grid Az
 DF2725:SPC GA W     -  BV 147 221 AZ MK                         007 37 24.1
 DF2725:UTM  17      -  BV 147 221 AZ MK                         009 23 20.4
 DF2725
 DF2725|---------------------------------------------------------------------|
 DF2725| PID    Reference Object                     Distance      Geod. Az  |
 DF2725|                                                           dddmmss.s |
 DF2725| CY8138 BV 147 221 AZ MK                                   0074745.0 |
 DF2725|---------------------------------------------------------------------|
 DF2725
 DF2725                          SUPERSEDED SURVEY CONTROL
 DF2725
 DF2725  NAD 83(1986)-  33 52 03.36478(N)    083 51 25.80920(W) AD(       ) 1
 DF2725  NAD 27      -  33 52 02.97325(N)    083 51 26.16600(W) AD(       ) 1
 DF2725  NGVD 29 (07/19/86)  287.0    (m)          942.     (f) VERT ANG       
 DF2725
 DF2725.Superseded values are not recommended for survey control.
 DF2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2725.See file dsdata.txt to determine how the superseded data were derived.
 DF2725
 DF2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3569651150(NAD 83)
 DF2725_MARKER: DD = SURVEY DISK
 DF2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF2725+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 DF2725
 DF2725  HISTORY     - Date     Condition        Report By
 DF2725  HISTORY     - 1975     MONUMENTED       GADT
 DF2725  HISTORY     - 20010320 GOOD             GADT
 DF2725
 DF2725                          STATION DESCRIPTION
 DF2725
 DF2725'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2725'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTHEAST OF
 DF2725'LOGANVILLE, 4 MILES WEST-SOUTHWEST OF BOLD SPRINGS, AND 6 MILES
 DF2725'EAST-SOUTHEAST OF GRAYSON ON COUNTY RIGHT OF WAY.
 DF2725'
 DF2725'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20 AND
 DF2725'U.S. HIGHWAY 78 (STATE ROUTE 10 AND 81) IN LOGANVILLE, GO
 DF2725'NORTHWESTERLY ALONG U.S. HIGHWAY 78 FOR 0.1 MILE TO THE JUNCTION
 DF2725'OF STATE ROUTES 20 AND 81 TO THE RIGHT.  TURN RIGHT, GOING
 DF2725'NORTHEASTERLY ALONG STATE ROUTES 20 AND 81 (C.S. FLOYD ROAD)
 DF2725'FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 20 TO THE LEFT AND
 DF2725'STATE ROUTE 20 SPUR TO THE RIGHT.  CONTINUE NORTHEASTERLY ALONG
 DF2725'STATE ROUTE 81 FOR 1.55 MILES TO THE JUNCTION OF COUNTY ROAD
 DF2725'42 FORKING TO THE RIGHT.  CONTINUE NORTHEASTERLY ALONG STATE
 DF2725'ROUTE 81 FOR 1.7 MILES TO THE JUNCTION OF SHILOH ROAD (COUNTY
 DF2725'ROAD 32) TO THE RIGHT.  TURN RIGHT, GOING SOUTHEAST ALONG
 DF2725'SHILOH ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 DF2725'
 DF2725'THE STATION IS LOCATED 35 FEET EAST-NORTHEAST OF THE
 DF2725'CENTERLINE OF SHILOH ROAD, 35 FEET NORTH-NORTHWEST OF THE
 DF2725'CENTERLINE OF A FIELD ROAD TO THE EAST, 53.0 FEET NORTHWEST OF A
 DF2725'3 INCH CHERRY TREE ON THE SOUTH SIDE OF THE FIELD ROAD, 138 FEET
 DF2725'NORTHEAST OF AN OLD WELL ON THE WEST SIDE OF SHILOH ROAD, AND
 DF2725'2.0 FEET WEST-SOUTHWEST OF A WITNESS POST SET IN A FENCELINE.
 DF2725'IT IS A STANDARD BRASS DISK STAMPED 147-221, SET IN THE TOP OF A
 DF2725'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2725'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2725'067-209 (SIC), SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2725'CONCRETE APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE
 DF2725'GROUND.
 DF2725'
 DF2725'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 81
 DF2725'AND SHILOH ROAD, GO NORTHEAST ALONG STATE ROUTE 81 FOR 0.55 MILE
 DF2725'TO THE MARK ON THE LEFT.  THE MARK IS LOCATED 26 FEET NORTHWEST
 DF2725'OF THE CENTERLINE OF STATE ROUTE 81, 89 FEET NORTHWEST OF AN
 DF2725'OLD WELL ON THE SOUTHEAST SIDE OF THE ROAD, 84.5 FEET
 DF2725'SOUTH-SOUTHWEST OF A 24 INCH OAK TREE, AND 2.0 FEET SOUTHEAST OF
 DF2725'A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF2725'STAMPED 147-221 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2725'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF2725
 DF2725                          STATION RECOVERY (2001)
 DF2725
 DF2725'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2602 ***********************************************************************
 DF2602  DESIGNATION -  BV 147 222
 DF2602  PID         -  DF2602
 DF2602  STATE/COUNTY-  GA/WALTON
 DF2602  USGS QUAD   -  WINDER SOUTH (1985)
 DF2602
 DF2602                         *CURRENT SURVEY CONTROL
 DF2602  ___________________________________________________________________
 DF2602* NAD 83(1994)-  33 52 31.31070(N)    083 39 30.99889(W)     ADJUSTED  
 DF2602* NAVD 88     -       243.5    (meters)     799.     (feet)  VERTCON   
 DF2602  ___________________________________________________________________
 DF2602  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DF2602  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF2602
 DF2602  HORZ ORDER  -  FIRST
 DF2602
 DF2602.The horizontal coordinates were established by classical geodetic methods
 DF2602.and adjusted by the National Geodetic Survey in September 1997..
 DF2602
 DF2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2602
 DF2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2602
 DF2602.The geoid height was determined by GEOID03.
 DF2602
 DF2602;                    North         East     Units Scale Factor Converg.
 DF2602;SPC GA W     -   429,796.451   747,000.607   MT  0.99992722   +0 16 59.5
 DF2602;SPC GA W     - 1,410,090.52  2,450,784.49   sFT  0.99992722   +0 16 59.5
 DF2602;UTM  17      - 3,751,518.153   254,091.384   MT  1.00034553   -1 28 57.4
 DF2602
 DF2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2602!SPC GA W     -   0.99996634  x   0.99992722  =   0.99989356
 DF2602!UTM  17      -   0.99996634  x   1.00034553  =   1.00031186
 DF2602
 DF2602:                Primary Azimuth Mark                     Grid Az
 DF2602:SPC GA W     -  BV 147 222 AZ MK                         331 16 43.7
 DF2602:UTM  17      -  BV 147 222 AZ MK                         333 02 40.6
 DF2602
 DF2602|---------------------------------------------------------------------|
 DF2602| PID    Reference Object                     Distance      Geod. Az  |
 DF2602|                                                           dddmmss.s |
 DF2602| CY8139 BV 147 222 AZ MK                                   3313343.2 |
 DF2602|---------------------------------------------------------------------|
 DF2602
 DF2602                          SUPERSEDED SURVEY CONTROL
 DF2602
 DF2602  NAD 83(1986)-  33 52 31.31716(N)    083 39 30.99815(W) AD(       ) 1
 DF2602  NAD 27      -  33 52 30.90773(N)    083 39 31.39171(W) AD(       ) 1
 DF2602  NGVD 29 (07/19/86)  243.5    (m)          799.     (f) VERT ANG       
 DF2602
 DF2602.Superseded values are not recommended for survey control.
 DF2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2602.See file dsdata.txt to determine how the superseded data were derived.
 DF2602
 DF2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5409151518(NAD 83)
 DF2602_MARKER: DD = SURVEY DISK
 DF2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2602
 DF2602  HISTORY     - Date     Condition        Report By
 DF2602  HISTORY     - 1975     MONUMENTED       GADT
 DF2602
 DF2602                          STATION DESCRIPTION
 DF2602
 DF2602'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2602'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE SOUTH-SOUTHEAST
 DF2602'OF GRATIS, 3-3/4 MILES EAST OF CAMPTON, AND 6-3/4 MILES
 DF2602'NORTH-NORTHEAST OF MADISON ON THE PROPERTY OF MR. C. MOON.
 DF2602'
 DF2602'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 91593 TO
 DF2602'THE NORTHWEST AND NORTHEAST, COUNTY ROAD 91434 AND COUNTY ROAD
 DF2602'336 IN GRATIS, (LOCATED APPROXIMATELY 3-1/2 MILES EAST OF CAMPTON)
 DF2602'GO SOUTHEASTERLY ALONG COUNTY ROAD 336 FOR 0.15 MILE TO THE
 DF2602'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWESTERLY ALONG COUNTY
 DF2602'ROAD 336 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 DF2602'
 DF2602'THE STATION IS LOCATED 50 FEET NORTHEAST OF THE CENTERLINE OF
 DF2602'COUNTY ROAD 336, 12.0 FEET NORTH-NORTHEAST OF A POWER POLE, 20.0
 DF2602'FEET WEST OF A WITNESS POST, AND 21.0 FEET WEST-SOUTHWEST OF A
 DF2602'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 147-222, SET IN
 DF2602'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF2602'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF2602'DISK STAMPED 147-222, SET IN AN IRREGULAR MASS OF CONCRETE
 DF2602'APPROXIMATELY 0.74 METER BELOW THE SURFACE OF THE GROUND.
 DF2602'
 DF2602'THE AZIMUTH MARK IS LOCATED 33 FEET NORTHEAST OF THE
 DF2602'CENTERLINE OF COUNTY ROAD 336, 50.0 FEET SOUTH OF A 20 INCH
 DF2602'PECAN TREE, 6.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 1.5
 DF2602'FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF2602'147-222 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2602'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2615 ***********************************************************************
 DF2615  DESIGNATION -  BV 147 223
 DF2615  PID         -  DF2615
 DF2615  STATE/COUNTY-  GA/WALTON
 DF2615  USGS QUAD   -  WINDER SOUTH (1985)
 DF2615
 DF2615                         *CURRENT SURVEY CONTROL
 DF2615  ___________________________________________________________________
 DF2615* NAD 83(1994)-  33 53 14.26790(N)    083 44 51.63139(W)     ADJUSTED  
 DF2615* NAVD 88     -       290.4    (meters)     953.     (feet)  VERTCON   
 DF2615  ___________________________________________________________________
 DF2615  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DF2615  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DF2615
 DF2615  HORZ ORDER  -  FIRST
 DF2615
 DF2615.The horizontal coordinates were established by classical geodetic methods
 DF2615.and adjusted by the National Geodetic Survey in September 1997..
 DF2615
 DF2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2615
 DF2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2615
 DF2615.The geoid height was determined by GEOID03.
 DF2615
 DF2615;                    North         East     Units Scale Factor Converg.
 DF2615;SPC GA W     -   431,082.739   738,755.722   MT  0.99991851   +0 14 01.0
 DF2615;SPC GA W     - 1,414,310.62  2,423,734.40   sFT  0.99991851   +0 14 01.0
 DF2615;UTM  17      - 3,753,058.625   245,886.384   MT  1.00039611   -1 31 58.1
 DF2615
 DF2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2615!SPC GA W     -   0.99995900  x   0.99991851  =   0.99987751
 DF2615!UTM  17      -   0.99995900  x   1.00039611  =   1.00035509
 DF2615
 DF2615|---------------------------------------------------------------------|
 DF2615| PID    Reference Object                     Distance      Geod. Az  |
 DF2615|                                                           dddmmss.s |
 DF2615| CY8141 BV 147 223 RM 1                       3.386 METERS 01857     |
 DF2615| CY8140 BV 147 223 AZ MK                                   2115942.6 |
 DF2615|---------------------------------------------------------------------|
 DF2615
 DF2615                          SUPERSEDED SURVEY CONTROL
 DF2615
 DF2615  NAD 83(1986)-  33 53 14.27441(N)    083 44 51.63075(W) AD(       ) 1
 DF2615  NAD 27      -  33 53 13.87467(N)    083 44 52.01546(W) AD(       ) 1
 DF2615  NGVD 29 (07/19/86)  290.4    (m)          953.     (f) VERT ANG       
 DF2615
 DF2615.Superseded values are not recommended for survey control.
 DF2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2615.See file dsdata.txt to determine how the superseded data were derived.
 DF2615
 DF2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4588653059(NAD 83)
 DF2615_MARKER: DD = SURVEY DISK
 DF2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2615
 DF2615  HISTORY     - Date     Condition        Report By
 DF2615  HISTORY     - 1975     MONUMENTED       GADT
 DF2615
 DF2615                          STATION DESCRIPTION
 DF2615
 DF2615'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2615'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHWEST OF
 DF2615'CAMPTON, 3-1/2 MILES SOUTH-SOUTHWEST OF BETHLEHEM, AND 3-1/4
 DF2615'MILES EAST OF BOLD SPRINGS ON COUNTY RIGHT OF WAY.
 DF2615'
 DF2615'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 81 TO THE
 DF2615'NORTHEAST AND BOLD SPRINGS ROAD (COUNTY ROAD 90917) IN BOLD
 DF2615'SPRINGS (LOCATED APPROXIMATELY 5-1/2 MILES WEST-SOUTHWEST OF
 DF2615'BETHLEHEM), GO SOUTHEASTERLY ALONG BOLD SPRINGS ROAD FOR 0.75
 DF2615'MILE TO THE JUNCTION OF JUNE IVEY ROAD (COUNTY ROAD 11) TO THE
 DF2615'LEFT.  CONTINUE SOUTHEASTERLY ALONG BOLD SPRINGS ROAD FOR 2.6
 DF2615'MILES TO THE JUNCTION OF COUNTY ROAD 2 TO THE LEFT.  TURN LEFT,
 DF2615'GOING NORTHEASTERLY FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 DF2615'LEFT.  CONTINUE NORTHEASTERLY ALONG COUNTY ROAD 2 FOR 0.2
 DF2615'MILE TO THE JUNCTION OF COUNTY ROAD 4 TO THE RIGHT (PAVED),
 DF2615'COUNTY ROAD 6 TO THE LEFT (DIRT) AND END OF THE PAVEMENT.
 DF2615'CONTINUE NORTHEASTERLY ALONG COUNTY ROAD 2 (NOW DIRT) FOR
 DF2615'0.25 MILE TO THE STATION ON THE RIGHT.
 DF2615'
 DF2615'THE STATION IS LOCATED 26 FEET EAST-SOUTHEAST OF THE
 DF2615'CENTERLINE OF COUNTY ROAD 2, 102 FEET SOUTH-SOUTHEAST OF A
 DF2615'POWER POLE ON THE WEST SIDE OF THE ROAD, 3.5 FEET WEST-NORTHWEST
 DF2615'OF A FENCE, AND 2.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT
 DF2615'IS A STANDARD BRASS DISK STAMPED 147-223, SET IN THE TOP OF A
 DF2615'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2615'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2615'147-223, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2615'0.70 METER BELOW THE SURFACE OF THE GROUND.
 DF2615'
 DF2615'RM 1 IS LOCATED 26 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 DF2615'THE ROAD, 2.0 FEET WEST-NORTHWEST OF A WITNESS POST, 3.0 FEET
 DF2615'NORTH-NORTHWEST OF THE FENCELINE, AND 90.0 FEET SOUTHEAST OF THE
 DF2615'POWER POLE ON THE WEST SIDE OF THE ROAD.  IT IS A STANDARD DISK
 DF2615'STAMPED 147-223 RM 1, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF2615'CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 DF2615'
 DF2615'THE AZIMUTH MARK IS LOCATED 37 FEET WEST-NORTHWEST OF THE
 DF2615'CENTERLINE OF COUNTY ROAD 2, 160.0 FEET WEST-NORTHWEST OF A
 DF2615'POWER POLE ON THE EAST SIDE OF THE ROAD, 5.5 FEET EAST-SOUTHEAST
 DF2615'OF AN 8 INCH PINE TREE, AND 2.0 FEET EAST-SOUTHEAST OF A
 DF2615'WITNESS POST.  IT IS A STANDARD DISK STAMPED 147-223 AZMK, SET
 DF2615'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 DF2615'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2605 ***********************************************************************
 DF2605  DESIGNATION -  BV 147 224
 DF2605  PID         -  DF2605
 DF2605  STATE/COUNTY-  GA/WALTON
 DF2605  USGS QUAD   -  WINDER SOUTH (1985)
 DF2605
 DF2605                         *CURRENT SURVEY CONTROL
 DF2605  ___________________________________________________________________
 DF2605* NAD 83(1994)-  33 53 50.61546(N)    083 40 26.05649(W)     ADJUSTED  
 DF2605* NAVD 88     -       267.5    (meters)     878.     (feet)  VERTCON   
 DF2605  ___________________________________________________________________
 DF2605  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DF2605  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DF2605
 DF2605  HORZ ORDER  -  SECOND
 DF2605
 DF2605.The horizontal coordinates were established by classical geodetic methods
 DF2605.and adjusted by the National Geodetic Survey in September 1997..
 DF2605
 DF2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2605
 DF2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2605
 DF2605.The geoid height was determined by GEOID03.
 DF2605
 DF2605;                    North         East     Units Scale Factor Converg.
 DF2605;SPC GA W     -   432,232.828   745,574.039   MT  0.99992560   +0 16 29.4
 DF2605;SPC GA W     - 1,418,083.87  2,446,104.16   sFT  0.99992560   +0 16 29.4
 DF2605;UTM  17      - 3,753,998.393   252,740.019   MT  1.00035374   -1 29 31.2
 DF2605
 DF2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2605!SPC GA W     -   0.99996259  x   0.99992560  =   0.99988819
 DF2605!UTM  17      -   0.99996259  x   1.00035374  =   1.00031631
 DF2605
 DF2605:                Primary Azimuth Mark                     Grid Az
 DF2605:SPC GA W     -  BV 147 214                               224 09 59.2
 DF2605:UTM  17      -  BV 147 214                               225 55 59.8
 DF2605
 DF2605|---------------------------------------------------------------------|
 DF2605| PID    Reference Object                     Distance      Geod. Az  |
 DF2605|                                                           dddmmss.s |
 DF2605| DF2606 BV 147 214                          APPROX. 0.5 KM 2242628.6 |
 DF2605| CY8142 BV 147 224 AZ MK                                   3325956.9 |
 DF2605|---------------------------------------------------------------------|
 DF2605
 DF2605                          SUPERSEDED SURVEY CONTROL
 DF2605
 DF2605  NAD 83(1986)-  33 53 50.62205(N)    083 40 26.05571(W) AD(       ) 2
 DF2605  NAD 27      -  33 53 50.21045(N)    083 40 26.45775(W) AD(       ) 2
 DF2605  NGVD 29 (07/19/86)  267.5    (m)          878.     (f) VERT ANG       
 DF2605
 DF2605.Superseded values are not recommended for survey control.
 DF2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2605.See file dsdata.txt to determine how the superseded data were derived.
 DF2605
 DF2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5274053998(NAD 83)
 DF2605_MARKER: DD = SURVEY DISK
 DF2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2605
 DF2605  HISTORY     - Date     Condition        Report By
 DF2605  HISTORY     - 1975     MONUMENTED       GADT
 DF2605
 DF2605                          STATION DESCRIPTION
 DF2605
 DF2605'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 DF2605'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES NORTH-NORTHWEST
 DF2605'OF GRATIS, 3-1/4 MILES SOUTHEAST OF BETHLEHEM, AND 6-1/4 MILES
 DF2605'SOUTHWEST OF STATHAM ON COUNTY RIGHT OF WAY.
 DF2605'
 DF2605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF2605'(STATE ROUTE 10) AND STATE ROUTE 11 IN MONROE, GO NORTHEASTERLY
 DF2605'ALONG U.S. HIGHWAY 78 FOR 2.4 MILES TO THE JUNCTION OF COUNTY
 DF2605'ROAD 280 CROSSING.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY
 DF2605'ROAD 280 FOR 1.4 MILES TO ITS TERMINATION AT THE JUNCTION OF
 DF2605'COUNTY ROAD 91434 CROSSING.  TURN RIGHT, GOING NORTHEASTERLY
 DF2605'ALONG COUNTY ROAD 91434 FOR 4.3 MILES TO ITS TERMINATION AT THE
 DF2605'JUNCTION OF COUNTY ROAD 91593 TO THE LEFT AND STRAIGHT AHEAD
 DF2605'AND COUNTY ROAD 92186 TO THE RIGHT, IN THE COMMUNITY OF GRATIS.
 DF2605'TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 91593 FOR 0.65
 DF2605'MILE TO THE JUNCTION OF COUNTY ROAD 235 FORKING TO THE RIGHT.
 DF2605'TURN RIGHT, GOING NORTHEASTERLY ALONG COUNTY ROAD 235 FOR 0.1
 DF2605'MILE TO THE JUNCTION OF A COUNTY PAVED ROAD TO THE LEFT.
 DF2605'TURN LEFT, GOING NORTHWESTERLY ALONG THE COUNTY PAVED ROAD FOR
 DF2605'0.45 MILE TO THE STATION ON THE LEFT.
 DF2605'
 DF2605'THE STATION IS LOCATED 40 FEET SOUTHWEST OF THE CENTERLINE OF
 DF2605'THE ROAD, 105.0 FEET WEST-SOUTHWEST OF A 20 INCH PECAN TREE ON
 DF2605'THE NORTHEAST SIDE OF THE ROAD, 27 FEET NORTHWEST OF A POWER
 DF2605'POLE, AND 1.5 FEET NORTHEAST OF A WITNESS POST.  IT IS A
 DF2605'STANDARD BRASS DISK STAMPED 147-224, SET IN THE TOP OF A 10
 DF2605'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF2605'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF2605'147-224, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF2605'0.69 METER BELOW THE SURFACE OF THE GROUND.
 DF2605'
 DF2605'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 DF2605'ALONG THE COUNTY PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE
 DF2605'LEFT.  IT IS LOCATED 37 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DF2605'ROAD, 16.0 FEET SOUTH-SOUTHEAST OF A FENCE PULL POST CORNER,
 DF2605'AND 2.0 FEET NORTHEAST OF A WITNESS POST SET IN THE FENCELINE.
 DF2605'IT IS A STANDARD DISK STAMPED 147-224 AZMK, SET IN THE TOP OF A
 DF2605'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF2605'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1874 ***********************************************************************
 DF1874  DESIGNATION -  BV 149 200
 DF1874  PID         -  DF1874
 DF1874  STATE/COUNTY-  GA/WARREN
 DF1874  USGS QUAD   -  CADLEY (1972)
 DF1874
 DF1874                         *CURRENT SURVEY CONTROL
 DF1874  ___________________________________________________________________
 DF1874* NAD 83(1994)-  33 32 37.17758(N)    082 38 03.06478(W)     ADJUSTED  
 DF1874* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 DF1874  ___________________________________________________________________
 DF1874  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DF1874  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DF1874
 DF1874  HORZ ORDER  -  SECOND
 DF1874
 DF1874.The horizontal coordinates were established by classical geodetic methods
 DF1874.and adjusted by the National Geodetic Survey in September 1997..
 DF1874
 DF1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1874
 DF1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1874
 DF1874.The geoid height was determined by GEOID03.
 DF1874
 DF1874;                    North         East     Units Scale Factor Converg.
 DF1874;SPC GA E     -   392,990.236   156,583.013   MT  0.99992323   -0 15 30.0
 DF1874;SPC GA E     - 1,289,335.47    513,722.77   sFT  0.99992323   -0 15 30.0
 DF1874;UTM  17      - 3,712,755.637   348,276.317   MT  0.99988381   -0 54 11.4
 DF1874
 DF1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1874!SPC GA E     -   0.99997972  x   0.99992323  =   0.99990295
 DF1874!UTM  17      -   0.99997972  x   0.99988381  =   0.99986353
 DF1874
 DF1874|---------------------------------------------------------------------|
 DF1874| PID    Reference Object                     Distance      Geod. Az  |
 DF1874|                                                           dddmmss.s |
 DF1874| DF1873 BV 149 200 GADT 1976 PTA             10.129 METERS 16406     |
 DF1874| DF2924 BV 149 200 AZ MK                                   2471955.5 |
 DF1874|---------------------------------------------------------------------|
 DF1874
 DF1874                          SUPERSEDED SURVEY CONTROL
 DF1874
 DF1874  NAD 83(1986)-  33 32 37.18328(N)    082 38 03.06223(W) AD(       ) 2
 DF1874  NAD 27      -  33 32 36.69393(N)    082 38 03.57601(W) AD(       ) 2
 DF1874  NGVD 29 (07/19/86)  158.     (m)          518.     (f) VERT ANG       
 DF1874
 DF1874.Superseded values are not recommended for survey control.
 DF1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1874.See file dsdata.txt to determine how the superseded data were derived.
 DF1874
 DF1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4827612756(NAD 83)
 DF1874_MARKER: DD = SURVEY DISK
 DF1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1874
 DF1874  HISTORY     - Date     Condition        Report By
 DF1874  HISTORY     - 1976     MONUMENTED       GADT
 DF1874
 DF1874                          STATION DESCRIPTION
 DF1874
 DF1874'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1874'THE STATION IS LOCATED APPROXIMATELY
 DF1874'2 MILES NORTHEAST OF CADLEY,
 DF1874'6-3/4 MILES NORTH OF CAMAK, AND 7-1/2 MILES NORTH-NORTHEAST OF
 DF1874'NORWOOD ON THE PROPERTY OF MR. S.F. YELTON.
 DF1874'
 DF1874'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 80 AND
 DF1874'223 LOCATED APPROXIMATELY 5-3/4 MILES NORTH-NORTHEAST OF NORWOOD
 DF1874'GO NORTH ALONG STATE ROUTE 80 FOR 0.5 MILE TO THE JUNCTION OF A
 DF1874'DIRT ROAD FORKING TO THE RIGHT. TURN RIGHT GOING NORTH ALONG THE
 DF1874'DIRT ROAD FOR 0.3 MILE TO THE JUNCTION OF A TRACK ROAD FORKING
 DF1874'TO THE LEFT. TURN LEFT GOING ALONG THE TRACK ROAD FOR 0.3 MILE
 DF1874'TO THE JUNCTION OF A TRACK ROAD FORKING TO THE RIGHT. CONTINUE
 DF1874'ALONG THE TRACK ROAD FOR 0.05 MILE TO AN OPEN CULTIVATED FIELD
 DF1874'AND THE AZIMUTH MARK ON THE LEFT. TURN RIGHT ALONG THE
 DF1874'SOUTHERN EDGE OF THE FIELD FOLLOWING A WOODSLINE AND FENCELINE
 DF1874'FOR 0.3 MILE TO THE JUNCTION OF A FIELD TRACK ROAD PASSING
 DF1874'THROUGH A GAP ON THE RIGHT AND THE STATION APPROXIMATELY 150
 DF1874'FEET NORTHERLY ALONG THE FENCE AND WOODSLINE.
 DF1874'
 DF1874'THE STATION IS LOCATED 140.1 FEET NORTHEAST OF THE NORTHERN MOST
 DF1874'AND ONLY POST OF THE FENCELINE GAP (THE OTHER POST IS A PINE
 DF1874'TREE), 42.0 FEET SOUTHEAST OF THE SOUTHERN MOST TRUNK OF A
 DF1874'TRIPLE 6 INCH FORKED CHERRY TREE, 14.7 FEET NORTHWEST OF A 6
 DF1874'INCH CEDAR TREE, AND 2.0 FEET NORTHEAST OF A WITNESS POST SET
 DF1874'AT THE FENCELINE.  IT IS A STANDARD BRASS DISK
 DF1874'STAMPED---149-200 1976---,
 DF1874'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1874'POST 2 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1874'UNDERGROUND STATION IS A STANDARD DISK STAMPED---149-200
 DF1874'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1874'0.75 METER BELOW THE SURFACE OF THE GROUND.
 DF1874'
 DF1874'THE AZIMUTH MARK IS LOCATED 14 FEET WEST-NORTHWEST OF THE
 DF1874'CENTERLINE OF THE TRACK WOODS ROAD, 17 FEET NORTH OF THE POINT
 DF1874'OF INTERSECTION OF THE JUNCTION OF WOODS ROADS NEAR THE EDGE OF
 DF1874'THE FIELD, 37.5 FEET NORTH-NORTHEAST OF A 12 INCH PINE TREE IN
 DF1874'THE FORK OF THE JUNCTION, AND 2.0 FEET EAST OF A WITNESS POST.
 DF1874'IT IS A STANDARD DISK STAMPED---149-200 1976 AZMK---, SET IN THE
 DF1874'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1874'SURFACE OF THE GROUND.
 DF1874'
 DF1874'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1875 ***********************************************************************
 DF1875  DESIGNATION -  BV 149 201
 DF1875  PID         -  DF1875
 DF1875  STATE/COUNTY-  GA/WARREN
 DF1875  USGS QUAD   -  CADLEY (1972)
 DF1875
 DF1875                         *CURRENT SURVEY CONTROL
 DF1875  ___________________________________________________________________
 DF1875* NAD 83(1994)-  33 31 47.13389(N)    082 40 02.15551(W)     ADJUSTED  
 DF1875* NAVD 88     -       172.     (meters)     564.     (feet)  VERTCON   
 DF1875  ___________________________________________________________________
 DF1875  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DF1875  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DF1875
 DF1875  HORZ ORDER  -  SECOND
 DF1875
 DF1875.The horizontal coordinates were established by classical geodetic methods
 DF1875.and adjusted by the National Geodetic Survey in September 1997..
 DF1875
 DF1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1875
 DF1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1875
 DF1875.The geoid height was determined by GEOID03.
 DF1875
 DF1875;                    North         East     Units Scale Factor Converg.
 DF1875;SPC GA E     -   391,462.890   153,503.432   MT  0.99992664   -0 16 35.5
 DF1875;SPC GA E     - 1,284,324.50    503,619.18   sFT  0.99992664   -0 16 35.5
 DF1875;UTM  17      - 3,711,263.093   345,179.853   MT  0.99989551   -0 55 16.1
 DF1875
 DF1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1875!SPC GA E     -   0.99997751  x   0.99992664  =   0.99990415
 DF1875!UTM  17      -   0.99997751  x   0.99989551  =   0.99987302
 DF1875
 DF1875|---------------------------------------------------------------------|
 DF1875| PID    Reference Object                     Distance      Geod. Az  |
 DF1875|                                                           dddmmss.s |
 DF1875| DF1876 BV 149 201 GADT 1976 PTA             19.665 METERS 22503     |
 DF1875| DF2925 BV 149 201 AZ MK                                   2414420.8 |
 DF1875|---------------------------------------------------------------------|
 DF1875
 DF1875                          SUPERSEDED SURVEY CONTROL
 DF1875
 DF1875  NAD 83(1986)-  33 31 47.13965(N)    082 40 02.15298(W) AD(       ) 2
 DF1875  NAD 27      -  33 31 46.65002(N)    082 40 02.66364(W) AD(       ) 2
 DF1875  NGVD 29 (07/19/86)  172.     (m)          564.     (f) VERT ANG       
 DF1875
 DF1875.Superseded values are not recommended for survey control.
 DF1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1875.See file dsdata.txt to determine how the superseded data were derived.
 DF1875
 DF1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4518011263(NAD 83)
 DF1875_MARKER: DD = SURVEY DISK
 DF1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1875
 DF1875  HISTORY     - Date     Condition        Report By
 DF1875  HISTORY     - 1976     MONUMENTED       GADT
 DF1875
 DF1875                          STATION DESCRIPTION
 DF1875
 DF1875'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1875'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE SOUTHWEST OF
 DF1875'CADLEY, 3-1/4 MILES NORTHWEST OF CEDAR ROCK, AND 5-1/4 MILES
 DF1875'NORTH-NORTHWEST OF CAMAK ON STATE RIGHT OF WAY.
 DF1875'
 DF1875'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278, (STATE
 DF1875'ROUTE 12), AND STATE ROUTE 223 IN NORWOOD, GO NORTH ALONG STATE
 DF1875'ROUTE 223 FOR 3 MILES TO THE SOUTHERN MOST END OF A BRDIGE OVER
 DF1875'INTERSTATE HIGHWAY 20. CONTINUE NORTHEAST ALONG STATE ROUTE
 DF1875'223 FOR 2.15 MILES TO THE JUNCTION OF A GEORGIA POWER COMPANY
 DF1875'TRANSMISSION LINE CROSSING. CONTINUE NORTHEAST ALONG STATE ROUTE
 DF1875'223 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 DF1875'NORTHEAST ALONG STATE ROUTE 223 FOR 0.15 MILE TO THE JUNCTION
 DF1875'OF DIRT COUNTY ROAD 9 TO THE RIGHT. CONTINUE NORTHEAST ALONG
 DF1875'STATE ROUTE 223 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 DF1875'
 DF1875'THE STATION IS LOCATED 32 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1875'STATE ROUTE 223, 103.0 FEET NORTHWEST OF THE NORTHEAST CORNER
 DF1875'OF THE CADLEY COMMUNITY CENTER BUILDING, 77.7 FEET NORTH-
 DF1875'NORTHWEST OF THE NORTHWEST CORNER OF THE COMMUNITY CENTER
 DF1875'BUILDING, 90.9 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 DF1875'THE NORTHERN MOST WALL OF THE COMMUNITY CENTER BUILDING ENTRANCE
 DF1875'STEPS, AND 16.5 FEET NORTHEAST OF A WITNESS POST SET AT A POWER
 DF1875'POLE.  IT IS A STANDARD BRASS DISK STAMPED---149-201 1976---,
 DF1875'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1875'INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF1875'STATION IS A STANDARD DISK STAMPED---149-201 1976---,
 DF1875'SET IN AN IRREGULAR MASS
 DF1875'OF CONCRETE APPROXIMATELY 0.77 METER BELOW
 DF1875'THE SURFACE OF THE GROUND.
 DF1875'
 DF1875'THE AZIMUTH MARK IS LOCATED 49 FEET SOUTH-SOUTHEAST OF THE
 DF1875'CENTERLINE OF STATE ROUTE 223, 22.2 FEET NORTH-NORTHEAST OF A
 DF1875'POWER POLE, 160.0 FEET SOUTH OF A 28 INCH OAK TREE NORTH OF THE
 DF1875'HIGHWAY, 144.3 FEET SOUTH-SOUTHWEST OF THE SOUTHERN MOST CORNER
 DF1875'OF A HEADSTONE INSCRIBED HALL ESSIE S. AND HALL W.E. AND 2.5
 DF1875'FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1875'STAMPED---149-201 1976 AZMK---,
 DF1875'SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1875'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1875'
 DF1875'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1643 ***********************************************************************
 DF1643  DESIGNATION -  BV 149 202
 DF1643  PID         -  DF1643
 DF1643  STATE/COUNTY-  GA/WARREN
 DF1643  USGS QUAD   -  THOMSON WEST (1987)
 DF1643
 DF1643                         *CURRENT SURVEY CONTROL
 DF1643  ___________________________________________________________________
 DF1643* NAD 83(1994)-  33 28 09.27574(N)    082 35 44.24494(W)     ADJUSTED  
 DF1643* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 DF1643  ___________________________________________________________________
 DF1643  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DF1643  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DF1643
 DF1643  HORZ ORDER  -  SECOND
 DF1643
 DF1643.The horizontal coordinates were established by classical geodetic methods
 DF1643.and adjusted by the National Geodetic Survey in September 1997..
 DF1643
 DF1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1643
 DF1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1643
 DF1643.The geoid height was determined by GEOID03.
 DF1643
 DF1643;                    North         East     Units Scale Factor Converg.
 DF1643;SPC GA E     -   384,721.620   160,129.981   MT  0.99991959   -0 14 11.6
 DF1643;SPC GA E     - 1,262,207.51    525,359.78   sFT  0.99991959   -0 14 11.6
 DF1643;UTM  17      - 3,704,448.030   351,729.943   MT  0.99987104   -0 52 48.5
 DF1643
 DF1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1643!SPC GA E     -   0.99997627  x   0.99991959  =   0.99989586
 DF1643!UTM  17      -   0.99997627  x   0.99987104  =   0.99984731
 DF1643
 DF1643:                Primary Azimuth Mark                     Grid Az
 DF1643:SPC GA E     -  PRINTUP RM 3                             129 30 39.5
 DF1643:UTM  17      -  PRINTUP RM 3                             130 09 16.4
 DF1643
 DF1643|---------------------------------------------------------------------|
 DF1643| PID    Reference Object                     Distance      Geod. Az  |
 DF1643|                                                           dddmmss.s |
 DF1643| DF1641 PRINTUP RM 3                        APPROX. 3.5 KM 1291627.9 |
 DF1643| DF2926 BV 149 202 AZ MK                                   1585727.2 |
 DF1643| DF1644 BV 149 202 GADT PTA                  22.460 METERS 28029     |
 DF1643|---------------------------------------------------------------------|
 DF1643
 DF1643                          SUPERSEDED SURVEY CONTROL
 DF1643
 DF1643  NAD 83(1986)-  33 28 09.28096(N)    082 35 44.24196(W) AD(       ) 2
 DF1643  NAD 27      -  33 28 08.78249(N)    082 35 44.76872(W) AD(       ) 2
 DF1643  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 DF1643
 DF1643.Superseded values are not recommended for survey control.
 DF1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1643.See file dsdata.txt to determine how the superseded data were derived.
 DF1643
 DF1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5173004448(NAD 83)
 DF1643_MARKER: DD = SURVEY DISK
 DF1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1643
 DF1643  HISTORY     - Date     Condition        Report By
 DF1643  HISTORY     - 1976     MONUMENTED       GADT
 DF1643
 DF1643                          STATION DESCRIPTION
 DF1643
 DF1643'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1643'THE STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF CEDAR ROCK,
 DF1643'3 MILES EAST-NORTHEAST OF CAMAK, AND 5-1/2 MILES WEST OF THOMSON
 DF1643'ON COUNTY RIGHT OF WAY.
 DF1643'
 DF1643'TO REACH THE STATION FROM THE STATE ROUTE 80 BRIDGE OVER
 DF1643'INTERSTATE 20 LOCATED APPROXIMATELY 3-1/4 MILES NORTH-NORTHEAST
 DF1643'OF CAMAK, GO SOUTH ALONG STATE ROUTE 80 FOR 0.6 MILE TO THE
 DF1643'JUNCTION OF COUNTY ROAD 127 TO THE LEFT. TURN LEFT GOING
 DF1643'SOUTHEAST ALONG COUNTY ROAD 127 FOR 1.9 MILES TO THE STATION ON
 DF1643'THE LEFT.
 DF1643'
 DF1643'THE STATION IS LOCATED 38 FEET EAST-NORTHEAST OF THE CENTER
 DF1643'LINE OF COUNTY ROAD 127, 12.0 FEET SOUTH OF THE CORNER OF A
 DF1643'WOODEN FENCE, 13.8 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER
 DF1643'12, 95.5 FEET NORTH-NORTHWEST OF A 36 INCH WALNUT TREE, AND
 DF1643'2.5 FEET WEST-SOUTHWEST OF A WITNESS POST SET AT THE FENCE
 DF1643'LINE. IT IS A STANDARD BRASS DISK STAMPED---149-202 1976---,
 DF1643'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1643'BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1643'STANDARD DISK STAMPED---149-202 1976---, SET IN AN IRREGULAR
 DF1643'MASS OF CONCRETE APPROXIMATELY 0.81 METER BELOW THE SURFACE
 DF1643'OF THE GROUND.
 DF1643'
 DF1643'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1643'SOUTHEAST ALONG COUNTY ROAD 127 FOR 0.15 MILE TO THE AZIMUTH
 DF1643'MARK ON THE LEFT. IT IS LOCATED 36.5 FEET NORTHEAST OF THE
 DF1643'CENTERLINE OF COUNTY ROAD 127, 6.5 FEET NORTHEAST OF A POWER
 DF1643'POLE, 126.0 FEET NORTHWEST OF A 36 INCH PECAN TREE, 160.5 FEET
 DF1643'NORTHWEST OF THE NORTHWESTERN END OF AN 18 INCH CONCRETE
 DF1643'CULVERT PIPE UNDER A DRIVEWAY TO THE NORTHEAST, AND 3.0 FEET
 DF1643'SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS A
 DF1643'STANDARD DISK STAMPED---149-202 1976 AZMK---, SET IN THE TOP
 DF1643'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1643'SURFACE OF THE GROUND.
 DF1643'
 DF1643'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1879 ***********************************************************************
 DF1879  DESIGNATION -  BV 149 203
 DF1879  PID         -  DF1879
 DF1879  STATE/COUNTY-  GA/WARREN
 DF1879  USGS QUAD   -  CADLEY (1972)
 DF1879
 DF1879                         *CURRENT SURVEY CONTROL
 DF1879  ___________________________________________________________________
 DF1879* NAD 83(1994)-  33 30 10.14931(N)    082 42 46.17244(W)     ADJUSTED  
 DF1879* NAVD 88     -       181.5    (meters)     595.     (feet)  VERTCON   
 DF1879  ___________________________________________________________________
 DF1879  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 DF1879  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DF1879
 DF1879  HORZ ORDER  -  SECOND
 DF1879
 DF1879.The horizontal coordinates were established by classical geodetic methods
 DF1879.and adjusted by the National Geodetic Survey in September 1997..
 DF1879
 DF1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1879
 DF1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1879
 DF1879.The geoid height was determined by GEOID03.
 DF1879
 DF1879;                    North         East     Units Scale Factor Converg.
 DF1879;SPC GA E     -   388,496.456   149,255.933   MT  0.99993174   -0 18 05.3
 DF1879;SPC GA E     - 1,274,592.12    489,683.84   sFT  0.99993174   -0 18 05.3
 DF1879;UTM  17      - 3,708,344.690   340,899.370   MT  0.99991208   -0 56 44.3
 DF1879
 DF1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1879!SPC GA E     -   0.99997597  x   0.99993174  =   0.99990771
 DF1879!UTM  17      -   0.99997597  x   0.99991208  =   0.99988805
 DF1879
 DF1879:                Primary Azimuth Mark                     Grid Az
 DF1879:SPC GA E     -  BV 149 203 AZ MK                         211 32 02.3
 DF1879:UTM  17      -  BV 149 203 AZ MK                         212 10 41.3
 DF1879
 DF1879|---------------------------------------------------------------------|
 DF1879| PID    Reference Object                     Distance      Geod. Az  |
 DF1879|                                                           dddmmss.s |
 DF1879| DF2927 BV 149 203 AZ MK                                   2111357.0 |
 DF1879|---------------------------------------------------------------------|
 DF1879
 DF1879                          SUPERSEDED SURVEY CONTROL
 DF1879
 DF1879  NAD 83(1986)-  33 30 10.15457(N)    082 42 46.17041(W) AD(       ) 2
 DF1879  NAD 27      -  33 30 09.66382(N)    082 42 46.68031(W) AD(       ) 2
 DF1879  NGVD 29 (07/19/86)  181.7    (m)          596.     (f) VERT ANG       
 DF1879
 DF1879.Superseded values are not recommended for survey control.
 DF1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1879.See file dsdata.txt to determine how the superseded data were derived.
 DF1879
 DF1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4089908345(NAD 83)
 DF1879_MARKER: DD = SURVEY DISK
 DF1879_SETTING: 0 = UNSPECIFIED SETTING
 DF1879
 DF1879  HISTORY     - Date     Condition        Report By
 DF1879  HISTORY     - 1976     MONUMENTED       GADT
 DF1879
 DF1879                          STATION DESCRIPTION
 DF1879
 DF1879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1879'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTH OF NORWOOD, 5
 DF1879'MILES NORTHWEST OF CAMAK, AND 6 MILES SOUTHEAST OF SHARON ON
 DF1879'STATE RIGHT OF WAY.
 DF1879'
 DF1879'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 AND
 DF1879'STATE ROUTE 223 IN NORWOOD, GO NORTH ALONG STATE ROUTE 223 FOR
 DF1879'3.0 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH ALONG
 DF1879'STATE ROUTE 223 FOR 0.2 MILE TO THE NORTH END OF A BRIDGE OVER
 DF1879'INTERSTATE 20 AND THE STATION ON THE RIGHT.
 DF1879'
 DF1879'THE STATION IS LOCATED ON THE NORTH END OF THE BRIDGE ROADWAY
 DF1879'DECK, 17 FEET EAST-SOUTHEAST OF THE CENTER LINE OF STATE ROUTE
 DF1879'223, 42.5 FEET SOUTH-SOUTHEAST OF THE NORTHEASTERN CORNER OF THE
 DF1879'ROADWAY DECK OF THE BRIDGE, 50.1 FEET EAST-NORTHEAST OF THE
 DF1879'NORTHERN MOST CORNER OF THE WEST END OF A METAL EXPANSION JOINT
 DF1879'COVER, 23.5 FEET NORTH OF THE EASTERN MOST CORNER OF THE EAST
 DF1879'END OF THE METAL EXPANSION JOINT COVER, 3.6 FEET WEST-NORTHWEST
 DF1879'OF THE EASTERN EDGE OF THE BRIDGE ROADWAY DECK, AND 45.8 FEET
 DF1879'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1879'STAMPED---149-203 1976---,
 DF1879'SET IN A 1 INCH DRILL HOLE FLUSH WITH THE
 DF1879'CONCRETE SURFACE OF THE BRIDGE ROADWAY DECK.
 DF1879'
 DF1879'THE AZIMUTH MARK IS LOCATED 38 FEET WEST OF THE CENTER LINE OF
 DF1879'STATE ROUTE 223, 3.7 FEET NORTH-NORTHWEST OF THE BEGINNING POST
 DF1879'OF A RIGHT OF WAY FENCE LINE RUNNING EAST AND WEST (INTERSTATE
 DF1879'20 FENCE LINE), 12.5 FEET EAST-NORTHEAST OF A CORNER POST OF THE
 DF1879'FENCE LINE, 12.3 FEET EAST OF THE FENCE LINE RUNNING NORTH AND
 DF1879'SOUTH, 73.3 FEET WEST-SOUTHWEST OF A POWER POLE ON THE EAST SIDE
 DF1879'OF THE HIGHWAY, AND 2.0 FEET NORTH OF A WITNESS POST. IT IS A
 DF1879'STANDARD BRASS DISK STAMPED---149-203 1976 AZMK---, SET IN THE
 DF1879'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1879'SURFACE OF THE GROUND.
 DF1879'
 DF1879'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1678 ***********************************************************************
 DF1678  DESIGNATION -  BV 149 204
 DF1678  PID         -  DF1678
 DF1678  STATE/COUNTY-  GA/WARREN
 DF1678  USGS QUAD   -  WARRENTON (1987)
 DF1678
 DF1678                         *CURRENT SURVEY CONTROL
 DF1678  ___________________________________________________________________
 DF1678* NAD 83(1994)-  33 29 28.01473(N)    082 39 58.91784(W)     ADJUSTED  
 DF1678* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 DF1678  ___________________________________________________________________
 DF1678  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF1678  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF1678
 DF1678  HORZ ORDER  -  SECOND
 DF1678
 DF1678.The horizontal coordinates were established by classical geodetic methods
 DF1678.and adjusted by the National Geodetic Survey in September 1997..
 DF1678
 DF1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1678
 DF1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1678
 DF1678.The geoid height was determined by GEOID03.
 DF1678
 DF1678;                    North         East     Units Scale Factor Converg.
 DF1678;SPC GA E     -   387,176.684   153,566.329   MT  0.99992657   -0 16 32.7
 DF1678;SPC GA E     - 1,270,262.17    503,825.53   sFT  0.99992657   -0 16 32.7
 DF1678;UTM  17      - 3,706,976.584   345,194.550   MT  0.99989546   -0 55 10.9
 DF1678
 DF1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1678!SPC GA E     -   0.99997653  x   0.99992657  =   0.99990311
 DF1678!UTM  17      -   0.99997653  x   0.99989546  =   0.99987200
 DF1678
 DF1678:                Primary Azimuth Mark                     Grid Az
 DF1678:SPC GA E     -  BV 149 204 AZ MK                         037 26 39.0
 DF1678:UTM  17      -  BV 149 204 AZ MK                         038 05 17.2
 DF1678
 DF1678|---------------------------------------------------------------------|
 DF1678| PID    Reference Object                     Distance      Geod. Az  |
 DF1678|                                                           dddmmss.s |
 DF1678| DF2928 BV 149 204 AZ MK                                   0371006.3 |
 DF1678| DF1679 BV 149 205                          488.051 METERS 2493321.5 |
 DF1678|---------------------------------------------------------------------|
 DF1678
 DF1678                          SUPERSEDED SURVEY CONTROL
 DF1678
 DF1678  NAD 83(1986)-  33 29 28.02006(N)    082 39 58.91571(W) AD(       ) 2
 DF1678  NAD 27      -  33 29 27.52621(N)    082 39 59.43091(W) AD(       ) 2
 DF1678  NGVD 29 (07/19/86)  178.2    (m)          585.     (f) VERT ANG       
 DF1678
 DF1678.Superseded values are not recommended for survey control.
 DF1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1678.See file dsdata.txt to determine how the superseded data were derived.
 DF1678
 DF1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4519506977(NAD 83)
 DF1678_MARKER: DD = SURVEY DISK
 DF1678_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF1678+WITH SETTING: PAVEMENT
 DF1678
 DF1678  HISTORY     - Date     Condition        Report By
 DF1678  HISTORY     - 1976     MONUMENTED       GADT
 DF1678
 DF1678                          STATION DESCRIPTION
 DF1678
 DF1678'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1678'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF CAMAK,
 DF1678'3 MILES NORTHEAST OF NORWOOD, AND 8-1/2 MILES SOUTHEAST OF
 DF1678'SHARON ON COUNTY RIGHT OF WAY.
 DF1678'
 DF1678'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1678'ROUTE 12) AND STATE ROUTE 223 IN NORWOOD, GO NORTH ALONG STATE
 DF1678'ROUTE 223 FOR 0.4 MILE TO THE JUNCTION OF A COUNTY PAVED ROAD
 DF1678'CONTINUING STRAIGHT AHEAD AND STATE ROUTE 223 TURNING TO THE
 DF1678'LEFT. CONTINUE EAST ALONG THE COUNTY ROAD FOR 0.1 MILE TO THE
 DF1678'JUNCTION OF COUNTY ROAD 91649 CROSSING. TURN LEFT GOING
 DF1678'NORTHEAST ALONG COUNTY ROAD 91649 FOR 0.1 MILE TO THE JUNCTION
 DF1678'OF COUNTY ROAD 92152 FORKING TO THE RIGHT. CONTINUE NORTHEAST
 DF1678'ALONG COUNTY ROAD 91649 FOR 2.05 MILES TO THE SOUTH END OF A
 DF1678'BRIDGE OVER INTERSTATE 20 AND THE STATION ON THE RIGHT.
 DF1678'
 DF1678'THE STATION IS LOCATED IN THE BRIDGE APPROACH SLAB, 11 FEET
 DF1678'SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 91649, 17.3 FEET
 DF1678'WEST-SOUTHWEST OF THE CENTER OF THE SOUTHWEST END OF THE
 DF1678'SOUTHEASTERN PARAPET BARRIER END POST OF THE BRIDGE, 29.5 FEET
 DF1678'EAST OF THE CENTER OF THE SOUTHWEST END OF THE SOUTHWESTERN
 DF1678'PARAPET BARRIER END POST OF THE BRIDGE, 43.0 FEET EAST-NORTHEAST
 DF1678'OF THE SOUTH CORNER OF THE SOUTHWEST END OF THE SOUTHWESTERN
 DF1678'WING WALL OF THE BRIDGE, 6.4 FEET NORTHWEST OF THE WEST CORNER
 DF1678'OF THE SOUTHWEST END OF THE SOUTHEASTERN WING WALL OF THE
 DF1678'BRIDGE, AND 6.5 FEET NORTHWEST OF A WITNESS POST. IT IS A
 DF1678'STANDARD BRASS DISK STAMPED---149-204 1976---, SET IN A 1
 DF1678'INCH DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE
 DF1678'APPROACH SLAB.
 DF1678'
 DF1678'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST
 DF1678'ALONG COUNTY ROAD 91649 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 DF1678'LEFT. IT IS LOCATED 38 FEET NORTHWEST OF THE CENTER LINE OF
 DF1678'COUNTY ROAD 91649, 15.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST END
 DF1678'OF AN 18 INCH CORROGATED METAL CULVERT PIPE, 32.3 FEET SOUTH-
 DF1678'SOUTHWEST OF A POWER POLE BESIDE A LARGE LIQUID FERTILIZER TANK,
 DF1678'6.7 FEET SOUTH OF THE CORNER POST OF A FENCE, 8.3 FEET EAST-
 DF1678'NORTHEAST OF A 4 INCH CEDAR TREE, AND 3.4 FEET SOUTHEAST OF
 DF1678'THE FENCE LINE AND A WITNESS POST. IT IS A STANDARD DISK
 DF1678'STAMPED---149-204 1976 AZMK---,
 DF1678'SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1678'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1678'
 DF1678'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1679 ***********************************************************************
 DF1679  DESIGNATION -  BV 149 205
 DF1679  PID         -  DF1679
 DF1679  STATE/COUNTY-  GA/WARREN
 DF1679  USGS QUAD   -  WARRENTON (1987)
 DF1679
 DF1679                         *CURRENT SURVEY CONTROL
 DF1679  ___________________________________________________________________
 DF1679* NAD 83(1994)-  33 29 22.48122(N)    082 40 16.63282(W)     ADJUSTED  
 DF1679* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 DF1679  ___________________________________________________________________
 DF1679  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF1679  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF1679
 DF1679  HORZ ORDER  -  SECOND
 DF1679
 DF1679.The horizontal coordinates were established by classical geodetic methods
 DF1679.and adjusted by the National Geodetic Survey in September 1997..
 DF1679
 DF1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1679
 DF1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1679
 DF1679.The geoid height was determined by GEOID03.
 DF1679
 DF1679;                    North         East     Units Scale Factor Converg.
 DF1679;SPC GA E     -   387,008.427   153,108.237   MT  0.99992710   -0 16 42.4
 DF1679;SPC GA E     - 1,269,710.15    502,322.61   sFT  0.99992710   -0 16 42.4
 DF1679;UTM  17      - 3,706,813.491   344,734.610   MT  0.99989722   -0 55 20.6
 DF1679
 DF1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1679!SPC GA E     -   0.99997562  x   0.99992710  =   0.99990272
 DF1679!UTM  17      -   0.99997562  x   0.99989722  =   0.99987284
 DF1679
 DF1679:                Primary Azimuth Mark                     Grid Az
 DF1679:SPC GA E     -  BV 149 204                               069 49 54.2
 DF1679:UTM  17      -  BV 149 204                               070 28 32.4
 DF1679
 DF1679|---------------------------------------------------------------------|
 DF1679| PID    Reference Object                     Distance      Geod. Az  |
 DF1679|                                                           dddmmss.s |
 DF1679| DF1678 BV 149 204                          488.051 METERS 0693311.8 |
 DF1679| DF2929 BV 149 205 AZ MK                                   2224447.4 |
 DF1679|---------------------------------------------------------------------|
 DF1679
 DF1679                          SUPERSEDED SURVEY CONTROL
 DF1679
 DF1679  NAD 83(1986)-  33 29 22.48652(N)    082 40 16.63073(W) AD(       ) 2
 DF1679  NAD 27      -  33 29 21.99285(N)    082 40 17.14509(W) AD(       ) 2
 DF1679  NGVD 29 (07/19/86)  184.0    (m)          604.     (f) VERT ANG       
 DF1679
 DF1679.Superseded values are not recommended for survey control.
 DF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1679.See file dsdata.txt to determine how the superseded data were derived.
 DF1679
 DF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4473506813(NAD 83)
 DF1679_MARKER: DD = SURVEY DISK
 DF1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1679
 DF1679  HISTORY     - Date     Condition        Report By
 DF1679  HISTORY     - 1976     MONUMENTED       GADT
 DF1679
 DF1679                          STATION DESCRIPTION
 DF1679
 DF1679'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1679'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF NORWOOD, 3
 DF1679'MILES NORTH-NORTHWEST OF CAMAK, AND 7 MILES SOUTHEAST OF RAYTOWN
 DF1679'ON COUNTY RIGHT OF WAY.
 DF1679'
 DF1679'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1679'ROUTE 12) AND STATE ROUTE 223 IN NORWOOD, GO NORTHEAST ALONG
 DF1679'STATE ROUTE 223 FOR 0.4 MILE TO THE JUNCTION OF A PAVED COUNTY
 DF1679'ROAD, CONTINUING STRAIGHT AHEAD AND STATE ROUTE 223 TURNING
 DF1679'SHARPLY TO THE LEFT. CONTINUE EAST ALONG THE COUNTY ROAD FOR
 DF1679'0.1 MILE TO THE JUNCTION OF COUNTY ROAD 91649 CROSSING. TURN
 DF1679'LEFT GOING NORTHEAST ALONG COUNTY ROAD 91649 FOR 0.1 MILE TO
 DF1679'THE JUNCTION OF COUNTY ROAD 92152 FORKING TO THE RIGHT.
 DF1679'CONTINUE NORTHEAST ALONG COUNTY ROAD 91649 FOR 2.45 MILES TO
 DF1679'THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING NORTHEAST ALONG
 DF1679'COUNTY ROAD 91649 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF1679'
 DF1679'THE STATION IS LOCATED 20.5 FEET NORTHWEST OF THE CENTER LINE
 DF1679'OF COUNTY ROAD 91649, 46.0 FEET SOUTHWEST OF AN UNDERGROUND
 DF1679'TELEPHONE CABLE PEDESTAL, 84.0 FEET NORTHEAST OF THE
 DF1679'NORTHEASTERN MOST POST OF A GAP IN A FENCELINE, 46.0 FEET
 DF1679'NORTHWEST OF A CORNER FENCE POST AND NORTHWESTERN FENCE GAP
 DF1679'POST ON THE SOUTHEAST SIDE OF THE ROAD, AND 4.4 FEET SOUTHEAST
 DF1679'OF A FENCE LINE AND A WITNESS POST.  IT IS A STANDARD BRASS
 DF1679'DISK STAMPED---149-205 1976---, SET IN THE TOP OF A 10 INCH
 DF1679'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1679'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1679'STAMPED---149-205 1976---,
 DF1679'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DF1679'0.81 METER BELOW THE SURFACE OF THE GROUND.
 DF1679'
 DF1679'THE AZIMUTH MARK IS LOCATED 33 FEET WEST-NORTHWEST OF THE CENTER
 DF1679'LINE OF COUNTY ROAD 91649, 234.0 FEET SOUTHWEST OF A POWER POLE,
 DF1679'107.1 FEET SOUTH-SOUTHEAST OF AN 8 INCH PINE TREE, 102.6 FEET
 DF1679'SOUTHEAST OF A 6 INCH PECAN TREE, AND 2.7 FEET SOUTHEAST OF A
 DF1679'FENCELINE AND WITNESS POST.  IT IS A STANDARD DISK
 DF1679'STAMPED---149-205 1976 AZMK---,
 DF1679'SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1679'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1679'
 DF1679'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1646 ***********************************************************************
 DF1646  DESIGNATION -  BV 149 206
 DF1646  PID         -  DF1646
 DF1646  STATE/COUNTY-  GA/WARREN
 DF1646  USGS QUAD   -  THOMSON WEST (1987)
 DF1646
 DF1646                         *CURRENT SURVEY CONTROL
 DF1646  ___________________________________________________________________
 DF1646* NAD 83(1994)-  33 25 49.05706(N)    082 37 12.41845(W)     ADJUSTED  
 DF1646* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 DF1646  ___________________________________________________________________
 DF1646  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DF1646  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DF1646
 DF1646  HORZ ORDER  -  SECOND
 DF1646
 DF1646.The horizontal coordinates were established by classical geodetic methods
 DF1646.and adjusted by the National Geodetic Survey in September 1997..
 DF1646
 DF1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1646
 DF1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1646
 DF1646.The geoid height was determined by GEOID03.
 DF1646
 DF1646;                    North         East     Units Scale Factor Converg.
 DF1646;SPC GA E     -   380,411.665   157,834.615   MT  0.99992191   -0 14 59.3
 DF1646;SPC GA E     - 1,248,067.27    517,829.07   sFT  0.99992191   -0 14 59.3
 DF1646;UTM  17      - 3,700,164.310   349,386.443   MT  0.99987968   -0 53 33.8
 DF1646
 DF1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1646!SPC GA E     -   0.99997971  x   0.99992191  =   0.99990163
 DF1646!UTM  17      -   0.99997971  x   0.99987968  =   0.99985940
 DF1646
 DF1646|---------------------------------------------------------------------|
 DF1646| PID    Reference Object                     Distance      Geod. Az  |
 DF1646|                                                           dddmmss.s |
 DF1646| DF1645 BV 149 206 GADT 1976 PTA             17.916 METERS 12032     |
 DF1646| DF2930 BV 149 206 AZ MK                                   2232830.9 |
 DF1646|---------------------------------------------------------------------|
 DF1646
 DF1646                          SUPERSEDED SURVEY CONTROL
 DF1646
 DF1646  NAD 83(1986)-  33 25 49.06229(N)    082 37 12.41549(W) AD(       ) 2
 DF1646  NAD 27      -  33 25 48.56106(N)    082 37 12.94129(W) AD(       ) 2
 DF1646  NGVD 29 (07/19/86)  158.     (m)          518.     (f) VERT ANG       
 DF1646
 DF1646.Superseded values are not recommended for survey control.
 DF1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1646.See file dsdata.txt to determine how the superseded data were derived.
 DF1646
 DF1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4938600164(NAD 83)
 DF1646_MARKER: DD = SURVEY DISK
 DF1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1646
 DF1646  HISTORY     - Date     Condition        Report By
 DF1646  HISTORY     - 1976     MONUMENTED       GADT
 DF1646
 DF1646                          STATION DESCRIPTION
 DF1646
 DF1646'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1646'THE STATION IS ABOUT 2 MILES SOUTHEAST OF CAMAK, 5-1/2 MILES
 DF1646'EAST-SOUTHEAST OF NORWOOD, AND 3 MILES NORTH OF WARRENTON ON
 DF1646'THE PROPERTY OF JAMES A. JOHNSON.
 DF1646'
 DF1646'TO REACH THE STATION FROM THE US POST OFFICE IN CAMAK, GO SOUTH
 DF1646'ALONG STATE ROUTE 80 FOR 1.55 MILES TO THE JUNCTION OF DIRT
 DF1646'COUNTY ROAD 120 TO THE LEFT. TURN LEFT GOING EAST ALONG DIRT
 DF1646'COUNTY ROAD 120 FOR 1.4 MILES TO THE JUNCTION OF DIRT COUNTY
 DF1646'ROAD 121 REVERSE FORKING TO THE LEFT, AND THE AZIMUTH MARK ON
 DF1646'THE LEFT. TURN LEFT GOING NORTHEAST ALONG COUNTY ROAD 121 FOR
 DF1646'0.5 MILE TO THE JUNCTION OF A FARM ROAD TO THE LEFT, A DRIVEWAY
 DF1646'TO THE J.A. JOHNSON RESIDENCE TO THE RIGHT, AND THE STATION
 DF1646'ON THE RIGHT.
 DF1646'
 DF1646'THE STATION IS LOCATED 63 FEET SOUTHEAST OF THE CENTER LINE OF
 DF1646'COUNTY ROAD 121, 68.1 FEET SOUTH OF AN UNDERGROUND TELEPHONE
 DF1646'CABLE PEDESTAL ON THE NORTH SIDE OF THE DRIVEWAY, 79.9 FEET
 DF1646'WEST-SOUTHWEST OF A POWER POLE NEAR THE WEST CORNER OF THE
 DF1646'JOHNSON RESIDENCE, 81.8 FEET SOUTHEAST OF A FENCE CORNER POST
 DF1646'LOCATED ON THE NORTHWEST SIDE OF THE ROAD, 31.8 FEET SOUTHEAST
 DF1646'OF THE CORNER OF A WOOD FENCE, AND 2.3 FEET NORTHEAST OF THE
 DF1646'WOOD FENCE LINE AND A WITNESS POST. IT IS A STANDARD BRASS
 DF1646'DISK STAMPED---149-206 1976---, SET IN THE TOP OF A 10 INCH
 DF1646'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1646'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1646'STAMPED---149-206 1976---, SET IN AN IRREGULAR MASS OF
 DF1646'CONCRETE APPROXIMATELY 0.83 METER BELOW THE SURFACE OF
 DF1646'THE GROUND.
 DF1646'
 DF1646'THE AZIMUTH MARK IS LOCATED IN A TRIANGULAR TRAFFIC ISLAND 25
 DF1646'FEET EAST OF THE CENTER LINE OF COUNTY ROAD 120, 26 FEET
 DF1646'NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 121, 58 FEET NORTH-
 DF1646'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTER LINES OF
 DF1646'COUNTY ROAD 120 AND COUNTY ROAD 121, 40.0 FEET EAST OF A POWER
 DF1646'POLE ON THE WEST SIDE OF COUNTY ROAD 120, 50.0 FEET NORTH-
 DF1646'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 DF1646'SOUTHEAST SIDE OF COUNTY ROAD 121, AND 13.0 FEET WEST OF A
 DF1646'WITNESS POST SET BESIDE A POWER POLE. IT IS A STANDARD DISK
 DF1646'STAMPED---149-206 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1646'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1646'GROUND.
 DF1646'
 DF1646'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1880 ***********************************************************************
 DF1880  DESIGNATION -  BV 149 207
 DF1880  PID         -  DF1880
 DF1880  STATE/COUNTY-  GA/WARREN
 DF1880  USGS QUAD   -  CADLEY (1972)
 DF1880
 DF1880                         *CURRENT SURVEY CONTROL
 DF1880  ___________________________________________________________________
 DF1880* NAD 83(1994)-  33 30 16.79282(N)    082 44 56.20643(W)     ADJUSTED  
 DF1880* NAVD 88     -       168.6    (meters)     553.     (feet)  VERTCON   
 DF1880  ___________________________________________________________________
 DF1880  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DF1880  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF1880
 DF1880  HORZ ORDER  -  SECOND
 DF1880
 DF1880.The horizontal coordinates were established by classical geodetic methods
 DF1880.and adjusted by the National Geodetic Survey in September 1997..
 DF1880
 DF1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1880
 DF1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1880
 DF1880.The geoid height was determined by GEOID03.
 DF1880
 DF1880;                    North         East     Units Scale Factor Converg.
 DF1880;SPC GA E     -   388,719.365   145,901.048   MT  0.99993607   -0 19 17.1
 DF1880;SPC GA E     - 1,275,323.45    478,677.02   sFT  0.99993607   -0 19 17.1
 DF1880;UTM  17      - 3,708,605.299   337,547.254   MT  0.99992537   -0 57 56.3
 DF1880
 DF1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1880!SPC GA E     -   0.99997799  x   0.99993607  =   0.99991406
 DF1880!UTM  17      -   0.99997799  x   0.99992537  =   0.99990336
 DF1880
 DF1880:                Primary Azimuth Mark                     Grid Az
 DF1880:SPC GA E     -  BV 149 207 AZ MK                         102 47 27.2
 DF1880:UTM  17      -  BV 149 207 AZ MK                         103 26 06.4
 DF1880
 DF1880|---------------------------------------------------------------------|
 DF1880| PID    Reference Object                     Distance      Geod. Az  |
 DF1880|                                                           dddmmss.s |
 DF1880| DF2931 BV 149 207 AZ MK                                   1022810.1 |
 DF1880|---------------------------------------------------------------------|
 DF1880
 DF1880                          SUPERSEDED SURVEY CONTROL
 DF1880
 DF1880  NAD 83(1986)-  33 30 16.79808(N)    082 44 56.20449(W) AD(       ) 2
 DF1880  NAD 27      -  33 30 16.30964(N)    082 44 56.71076(W) AD(       ) 2
 DF1880  NGVD 29 (07/19/86)  168.8    (m)          554.     (f) VERT ANG       
 DF1880
 DF1880.Superseded values are not recommended for survey control.
 DF1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1880.See file dsdata.txt to determine how the superseded data were derived.
 DF1880
 DF1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3754708605(NAD 83)
 DF1880_MARKER: DD = SURVEY DISK
 DF1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1880
 DF1880  HISTORY     - Date     Condition        Report By
 DF1880  HISTORY     - 1976     MONUMENTED       GADT
 DF1880
 DF1880                          STATION DESCRIPTION
 DF1880
 DF1880'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1880'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF NORWOOD, 4-1/2
 DF1880'MILES SOUTHEAST OF SHARON, AND 4-1/2 MILES SOUTH OF RAYTOWN ON
 DF1880'COUNTY RIGHT OF WAY.
 DF1880'
 DF1880'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 DF1880'STATE ROUTE 223 LOCATED APPROXIMATELY 2-3/4 MILES NORTH OF
 DF1880'NORWOOD, GO WEST ALONG INTERSTATE 20 FOR 1.75 MILES TO THE
 DF1880'AZIMUTH MARK ON THE LEFT. CONTINUE WEST ALONG INTERSTATE 20 FOR
 DF1880'0.35 MILE TO THE COUNTY ROAD 21 BRIDGE OVER THE HIGHWAY AND
 DF1880'THE STATION ON THE RIGHT.
 DF1880'
 DF1880'THE STATION IS LOCATED AT THE NORTHEAST END OF THE BRIDGE, 21.5
 DF1880'FEET WEST-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 21, 22 FEET
 DF1880'NORTH-NORTHWEST OF THE JUNCTION OF THE CENTERLINE OF COUNTY ROAD
 DF1880'21 AND THE NORTHEAST END OF THE BRIDGE, 34.0 FEET NORTHWEST OF
 DF1880'THE JUNCTION OF THE SOUTHEASTERN
 DF1880'CORNER OF THE BRIDGE APPROACH SLAB, 51.2 FEET EAST-NORTHEAST OF
 DF1880'A RIGHT OF WAY MARKER, 9.9 FEET NORTH-NORTHEAST OF THE END POST
 DF1880'OF THE INTERSTATE 20 RIGHT OF WAY FENCE LINE RUNNING WEST,
 DF1880'37.9 FEET WEST-NORTHWEST OF THE END POST OF THE INTERSTATE 20
 DF1880'RIGHT OF WAY FENCE LINE RUNNING EAST, AND 3.2 FEET
 DF1880'EAST-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD
 DF1880'BRASS DISK STAMPED---149-207 1976---, SET IN THE TOP OF A
 DF1880'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1880'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF1880'DISK STAMPED---149-207 1976---,
 DF1880'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DF1880'0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF1880'
 DF1880'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 500 FEET WEST OF
 DF1880'INTERSTATE MILE POST 158, 117 FEET SOUTH OF THE CENTERLINE OF
 DF1880'THE INTERSTATE 20 EAST BOUND LANE, 161.6 FEET WEST-SOUTHWEST OF
 DF1880'THE NUMBERS 225+00 CAST IN THE SOUTH EDGE OF THE EAST BOUND LANE
 DF1880'CONCRETE PAVEMENT, 3.1 FEET NORTH OF THE RIGHT OF WAY FENCE LINE
 DF1880'AND 27.9 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1880'STAMPED---149-207 1976 AZMK---, SET IN A 1 INCH DRILL HOLE IN
 DF1880'BEDROCK.
 DF1880'
 DF1880'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1773 ***********************************************************************
 DF1773  DESIGNATION -  BV 149 208
 DF1773  PID         -  DF1773
 DF1773  STATE/COUNTY-  GA/WARREN
 DF1773  USGS QUAD   -  SPARTA NE (1981)
 DF1773
 DF1773                         *CURRENT SURVEY CONTROL
 DF1773  ___________________________________________________________________
 DF1773* NAD 83(1994)-  33 29 56.67916(N)    082 48 16.68632(W)     ADJUSTED  
 DF1773* NAVD 88     -       204.3    (meters)     670.     (feet)  VERTCON   
 DF1773  ___________________________________________________________________
 DF1773  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DF1773  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DF1773
 DF1773  HORZ ORDER  -  SECOND
 DF1773
 DF1773.The horizontal coordinates were established by classical geodetic methods
 DF1773.and adjusted by the National Geodetic Survey in September 1997..
 DF1773
 DF1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1773
 DF1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1773
 DF1773.The geoid height was determined by GEOID03.
 DF1773
 DF1773;                    North         East     Units Scale Factor Converg.
 DF1773;SPC GA E     -   388,130.139   140,723.168   MT  0.99994331   -0 21 07.6
 DF1773;SPC GA E     - 1,273,390.30    461,689.26   sFT  0.99994331   -0 21 07.6
 DF1773;UTM  17      - 3,708,074.326   332,363.097   MT  0.99994647   -0 59 46.5
 DF1773
 DF1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1773!SPC GA E     -   0.99997238  x   0.99994331  =   0.99991569
 DF1773!UTM  17      -   0.99997238  x   0.99994647  =   0.99991885
 DF1773
 DF1773:                Primary Azimuth Mark                     Grid Az
 DF1773:SPC GA E     -  POWELTON CABLEVISION MICROWAVE           218 24 26.6
 DF1773:UTM  17      -  POWELTON CABLEVISION MICROWAVE           219 03 05.5
 DF1773
 DF1773|---------------------------------------------------------------------|
 DF1773| PID    Reference Object                     Distance      Geod. Az  |
 DF1773|                                                           dddmmss.s |
 DF1773| DF1775 POWELTON CABLEVISION MICROWAVE      APPROX. 9.4 KM 2180319.0 |
 DF1773| DF2932 BV 149 208 AZ MK                                   3344902.3 |
 DF1773|---------------------------------------------------------------------|
 DF1773
 DF1773                          SUPERSEDED SURVEY CONTROL
 DF1773
 DF1773  NAD 83(1986)-  33 29 56.68454(N)    082 48 16.68447(W) AD(       ) 2
 DF1773  NAD 27      -  33 29 56.19981(N)    082 48 17.18583(W) AD(       ) 2
 DF1773  NGVD 29 (07/19/86)  204.4    (m)          671.     (f) VERT ANG       
 DF1773
 DF1773.Superseded values are not recommended for survey control.
 DF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1773.See file dsdata.txt to determine how the superseded data were derived.
 DF1773
 DF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3236308074(NAD 83)
 DF1773_MARKER: DD = SURVEY DISK
 DF1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1773
 DF1773  HISTORY     - Date     Condition        Report By
 DF1773  HISTORY     - 1976     MONUMENTED       GADT
 DF1773
 DF1773                          STATION DESCRIPTION
 DF1773
 DF1773'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1773'THE STATION IS ABOUT 3/4 MILE SOUTH OF BARNETT, 4 MILES SOUTH OF
 DF1773'SHARON, AND 6-1/4 MILES WEST-NORTHWEST OF NORWOOD ON STATE RIGHT
 DF1773'OF WAY.
 DF1773'
 DF1773'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1773'ROUTE 12) AND STATE ROUTE 223 IN NORWOOD, GO EAST-NORTHEAST
 DF1773'ALONG US HIGHWAY 278 AND STATE ROUTE 12 FOR 6.65 MILES TO THE
 DF1773'INTERSTATE 20 WEST BOUND LANE BRIDGE OVER THE HIGHWAY AND THE
 DF1773'STATION ON THE LEFT.
 DF1773'
 DF1773'THE STATION IS LOCATED 27 FEET NORTH OF THE CENTER LINE OF
 DF1773'INTERSTATE 20, 13.0 FEET WEST
 DF1773'OF THE WEST END OF THE NORTHWESTERN
 DF1773'MOST PARPET BARRIER END POST OF THE WEST BOUND LANE BRIDGE, 5.1
 DF1773'FEET WEST-NORTHWEST OF THE CENTER OF THE WEST END OF THE NORTH
 DF1773'WEST BRIDGE WING WALL, 72.8 FEET EAST-SOUTHEAST OF A POWER POLE,
 DF1773'AND 4.8 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF1773'DISK STAMPED---149-208 1976---, SET IN THE TOP OF A 10 INCH
 DF1773'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 DF1773'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1773'STAMPED---149-208 1976---, SET IN AN IRREGULAR MASS OF
 DF1773'CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE
 DF1773'GROUND.
 DF1773'
 DF1773'TO REACH THE AZIMUTH MARK FROM THE STATION,
 DF1773'CONTINUE GOING NORTHEAST ALONG
 DF1773'US HIGHWAY 278 (STATE ROUTE 12) FOR 0.35 MILE TO THE
 DF1773'JUNCTION OF COUNTY ROAD 23 AND THE AZIMUTH MARK ON THE RIGHT.
 DF1773'IT IS LOCATED 28 FEET NORTHEAST OF THE CENTERLINE OF US HIGHWAY
 DF1773'278, 42 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 23, 47
 DF1773'FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF US
 DF1773'HIGHWAY 278 AND COUNTY ROAD 23, 19.8 FEET SOUTHWEST OF THE
 DF1773'SOUTHWEST RAIL OF A RAILWAY TRACK, 48.0 FEET WEST-SOUTHWEST
 DF1773'OF A TELEPHONE POLE, AND 4.3 FEET SOUTHWEST OF A WITNESS
 DF1773'POST. IT IS A STANDARD DISK STAMPED---149-208 1976 AZMK---,
 DF1773'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 6
 DF1773'INCHES BELOW THE SURFACE OF THE GROUND.
 DF1773'
 DF1773'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1774 ***********************************************************************
 DF1774  DESIGNATION -  BV 149 209
 DF1774  PID         -  DF1774
 DF1774  STATE/COUNTY-  GA/WARREN
 DF1774  USGS QUAD   -  SPARTA NE (1981)
 DF1774
 DF1774                         *CURRENT SURVEY CONTROL
 DF1774  ___________________________________________________________________
 DF1774* NAD 83(1994)-  33 29 53.03849(N)    082 48 58.84754(W)     ADJUSTED  
 DF1774* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 DF1774  ___________________________________________________________________
 DF1774  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DF1774  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DF1774
 DF1774  HORZ ORDER  -  SECOND
 DF1774
 DF1774.The horizontal coordinates were established by classical geodetic methods
 DF1774.and adjusted by the National Geodetic Survey in September 1997..
 DF1774
 DF1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1774
 DF1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1774
 DF1774.The geoid height was determined by GEOID03.
 DF1774
 DF1774;                    North         East     Units Scale Factor Converg.
 DF1774;SPC GA E     -   388,024.730   139,634.279   MT  0.99994491   -0 21 30.9
 DF1774;SPC GA E     - 1,273,044.47    458,116.80   sFT  0.99994491   -0 21 30.9
 DF1774;UTM  17      - 3,707,981.164   331,273.086   MT  0.99995099   -1 00 09.7
 DF1774
 DF1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1774!SPC GA E     -   0.99997667  x   0.99994491  =   0.99992158
 DF1774!UTM  17      -   0.99997667  x   0.99995099  =   0.99992766
 DF1774
 DF1774:                Primary Azimuth Mark                     Grid Az
 DF1774:SPC GA E     -  BV 149 209 AZ MK                         299 02 37.2
 DF1774:UTM  17      -  BV 149 209 AZ MK                         299 41 16.0
 DF1774
 DF1774|---------------------------------------------------------------------|
 DF1774| PID    Reference Object                     Distance      Geod. Az  |
 DF1774|                                                           dddmmss.s |
 DF1774| DF2933 BV 149 209 AZ MK                                   2984106.3 |
 DF1774|---------------------------------------------------------------------|
 DF1774
 DF1774                          SUPERSEDED SURVEY CONTROL
 DF1774
 DF1774  NAD 83(1986)-  33 29 53.04390(N)    082 48 58.84569(W) AD(       ) 2
 DF1774  NAD 27      -  33 29 52.56009(N)    082 48 59.34548(W) AD(       ) 2
 DF1774  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 DF1774
 DF1774.Superseded values are not recommended for survey control.
 DF1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1774.See file dsdata.txt to determine how the superseded data were derived.
 DF1774
 DF1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3127307981(NAD 83)
 DF1774_MARKER: DD = SURVEY DISK
 DF1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1774
 DF1774  HISTORY     - Date     Condition        Report By
 DF1774  HISTORY     - 1976     MONUMENTED       GADT
 DF1774
 DF1774                          STATION DESCRIPTION
 DF1774
 DF1774'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1774'THE STATION IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF SHARON, 6
 DF1774'MILES SOUTHEAST OF CRAWFORDVILLE, AND 6-3/4 MILES WEST-NORTHWEST
 DF1774'OF NORWOOD ON STATE RIGHT OF WAY.
 DF1774'
 DF1774'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND U.S.
 DF1774'HIGHWAY 278 (STATE ROUTE 12) LOCATED APPROXIMATELY 4 MILES SOUTH
 DF1774'OF SHARON, GO WEST ALONG INTERSTATE 20 FOR 0.7 MILE TO THE
 DF1774'STATION ON THE LEFT.
 DF1774'
 DF1774'THE STATION IS LOCATED 111 FEET (SLOPE) SOUTH OF THE CENTERLINE
 DF1774'OF THE INTERSTATE 20 EAST BOUND LANE, 274.0 FEET EAST-SOUTHEAST
 DF1774'OF THE HIGHWAY STATION NUMBER 885+00 CAST IN THE SOUTH EDGE OF
 DF1774'THE INTERSTATE 20 EAST BOUND LANE CONCRETE PAVEMENT, 24.0 FEET
 DF1774'NORTH-NORTHEAST OF THE RIGHT OF WAY FENCE LINE, 4.0 FEET
 DF1774'NORTHWEST OF AN 8 INCH PINE TREE, APPROXIMATELY 364 FEET EAST
 DF1774'OF A RIGHT OF WAY MARKER, AND 15.0 FEET SOUTH-SOUTHWEST OF A
 DF1774'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---149-209
 DF1774'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1774'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1774'UNDERGROUND STATION IS A STANDARD DISK STAMPED---149-209
 DF1774'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1774'0.81 METER BELOW THE SURFACE OF THE GROUND.
 DF1774'
 DF1774'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ALONG
 DF1774'INTERSTATE 20 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT. IT
 DF1774'IS LOCATED 35 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 DF1774'INTERSTATE 20 EAST BOUND LANE, 200.6 FEET EAST-SOUTHEAST OF
 DF1774'HIGHWAY STATION NUMBER 865+00 CAST IN THE SOUTH EDGE OF THE
 DF1774'INTERSTATE 20 EAST BOUND LANE CONCRETE PAVEMENT, 9.9
 DF1774'FEET NORTH OF THE NORTHERN MOST STEEL POST OF A (SPEED CHECKED
 DF1774'BY RADAR) ROAD SIGN, AND 9.3 FEET NORTH-NORTHEAST OF A WITNESS
 DF1774'POST.  IT IS A STANDARD DISK STAMPED---149-209 1976 AZMK---,
 DF1774'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1774'THE SURFACE OF THE GROUND.
 DF1774'
 DF1774'HEIGHT OF LIGHT ABOVE MARK 1.5 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1682 ***********************************************************************
 DF1682  DESIGNATION -  BV 149 210
 DF1682  PID         -  DF1682
 DF1682  STATE/COUNTY-  GA/WARREN
 DF1682  USGS QUAD   -  WARRENTON (1987)
 DF1682
 DF1682                         *CURRENT SURVEY CONTROL
 DF1682  ___________________________________________________________________
 DF1682* NAD 83(1994)-  33 25 31.05297(N)    082 40 57.77584(W)     ADJUSTED  
 DF1682* NAVD 88     -       171.     (meters)     561.     (feet)  VERTCON   
 DF1682  ___________________________________________________________________
 DF1682  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DF1682  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF1682
 DF1682  HORZ ORDER  -  SECOND
 DF1682
 DF1682.The horizontal coordinates were established by classical geodetic methods
 DF1682.and adjusted by the National Geodetic Survey in September 1997..
 DF1682
 DF1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1682
 DF1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1682
 DF1682.The geoid height was determined by GEOID03.
 DF1682
 DF1682;                    North         East     Units Scale Factor Converg.
 DF1682;SPC GA E     -   379,884.158   152,010.820   MT  0.99992838   -0 17 03.4
 DF1682;SPC GA E     - 1,246,336.61    498,722.17   sFT  0.99992838   -0 17 03.4
 DF1682;UTM  17      - 3,699,702.195   343,557.298   MT  0.99990174   -0 55 37.6
 DF1682
 DF1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1682!SPC GA E     -   0.99997766  x   0.99992838  =   0.99990604
 DF1682!UTM  17      -   0.99997766  x   0.99990174  =   0.99987940
 DF1682
 DF1682:                Primary Azimuth Mark                     Grid Az
 DF1682:SPC GA E     -  CAMAK MUN TANK                           047 25 04.3
 DF1682:UTM  17      -  CAMAK MUN TANK                           048 03 38.5
 DF1682
 DF1682|---------------------------------------------------------------------|
 DF1682| PID    Reference Object                     Distance      Geod. Az  |
 DF1682|                                                           dddmmss.s |
 DF1682| DF1670 CAMAK MUN TANK                      APPROX. 4.6 KM 0470800.9 |
 DF1682| DF1669 CAMAK COUNTY TANK                   APPROX. 5.0 KM 0491940.7 |
 DF1682| DF1681 BV 149 210 GADT 1976 PTA             29.393 METERS 09246     |
 DF1682| DF2934 BV 149 210 AZ MK                                   3361931.3 |
 DF1682|---------------------------------------------------------------------|
 DF1682
 DF1682                          SUPERSEDED SURVEY CONTROL
 DF1682
 DF1682  NAD 83(1986)-  33 25 31.05835(N)    082 40 57.77366(W) AD(       ) 2
 DF1682  NAD 27      -  33 25 30.55976(N)    082 40 58.29000(W) AD(       ) 2
 DF1682  NGVD 29 (07/19/86)  171.     (m)          561.     (f) VERT ANG       
 DF1682
 DF1682.Superseded values are not recommended for survey control.
 DF1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1682.See file dsdata.txt to determine how the superseded data were derived.
 DF1682
 DF1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4355799702(NAD 83)
 DF1682_MARKER: DD = SURVEY DISK
 DF1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1682
 DF1682  HISTORY     - Date     Condition        Report By
 DF1682  HISTORY     - 1976     MONUMENTED       GADT
 DF1682
 DF1682                          STATION DESCRIPTION
 DF1682
 DF1682'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1682'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHWEST OF
 DF1682'WARRENTON, 3 MILES SOUTHWEST OF CAMAK, AND 2-3/4 MILES SOUTH-
 DF1682'SOUTHEAST OF NORWOOD ON STATE RIGHT OF WAY.
 DF1682'
 DF1682'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1682'ROUTE 12), AND STATE ROUTE 223 IN NORWOOD, GO SOUTHEAST ALONG
 DF1682'US HIGHWAY 278 (STATE ROUTE 12) FOR 0.85 MILE TO THE JUNCTION
 DF1682'OF COUNTY ROAD 40 TO THE LEFT. CONTINUE GOING SOUTHEAST ALONG
 DF1682'US HIGHWAY 278 (STATE ROUTE 12) FOR 1.85 MILES TO THE AZIMUTH
 DF1682'MARK ON THE LEFT. CONTINUE GOING SOUTHEAST ALONG US HIGHWAY
 DF1682'278 (STATE ROUTE 12) FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF1682'
 DF1682'THE STATION IS LOCATED 42 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF1682'OF US HIGHWAY 278, 71.6 FEET NORTH-NORTHWEST OF A POWER POLE,
 DF1682'225.8 FEET SOUTH-SOUTHEAST OF A POWER POLE, 9.9 FEET EAST-
 DF1682'NORTHEAST OF A FENCELINE, AND 5.7 FEET EAST-NORTHEAST OF A
 DF1682'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---149-210
 DF1682'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1682'2 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 DF1682'STATION IS A STANDARD DISK STAMPED---149-210 1976---, SET IN
 DF1682'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.82 METER BELOW
 DF1682'THE SURFACE OF THE GROUND.
 DF1682'
 DF1682'THE AZIMUTH MARK IS LOCATED 46 FEET EAST-NORTHEAST OF THE
 DF1682'CENTERLINE OF US HIGHWAY 278, 76.7 FEET SOUTHEAST OF A LITTER
 DF1682'BARRELL SIGN POST, 119.8 FEET EAST OF A POWER POLE ON THE WEST
 DF1682'SIDE OF THE HIGHWAY, 3.9 FEET WEST-SOUTHWEST OF A FENCELINE,
 DF1682'AND 2.2 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF1682'DISK STAMPED---149-210 1976 AZMK---, SET IN THE TOP OF A 10
 DF1682'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1682'THE GROUND.
 DF1682'
 DF1682'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1676 ***********************************************************************
 DF1676  DESIGNATION -  BV 149 211
 DF1676  PID         -  DF1676
 DF1676  STATE/COUNTY-  GA/WARREN
 DF1676  USGS QUAD   -  WARRENTON (1987)
 DF1676
 DF1676                         *CURRENT SURVEY CONTROL
 DF1676  ___________________________________________________________________
 DF1676* NAD 83(1994)-  33 27 02.54003(N)    082 39 47.42831(W)     ADJUSTED  
 DF1676* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 DF1676  ___________________________________________________________________
 DF1676  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF1676  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DF1676
 DF1676  HORZ ORDER  -  SECOND
 DF1676
 DF1676.The horizontal coordinates were established by classical geodetic methods
 DF1676.and adjusted by the National Geodetic Survey in September 1997..
 DF1676
 DF1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1676
 DF1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1676
 DF1676.The geoid height was determined by GEOID03.
 DF1676
 DF1676;                    North         East     Units Scale Factor Converg.
 DF1676;SPC GA E     -   382,693.695   153,841.481   MT  0.99992626   -0 16 25.3
 DF1676;SPC GA E     - 1,255,554.23    504,728.26   sFT  0.99992626   -0 16 25.3
 DF1676;UTM  17      - 3,702,490.927   345,419.321   MT  0.99989460   -0 55 01.0
 DF1676
 DF1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1676!SPC GA E     -   0.99997639  x   0.99992626  =   0.99990265
 DF1676!UTM  17      -   0.99997639  x   0.99989460  =   0.99987099
 DF1676
 DF1676|---------------------------------------------------------------------|
 DF1676| PID    Reference Object                     Distance      Geod. Az  |
 DF1676|                                                           dddmmss.s |
 DF1676| DF1677 BV 149 211 GADT 1976 PTA             16.747 METERS 32134     |
 DF1676| DF0386 N 284                               131.962 METERS 34202     |
 DF1676| DF2935 BV 149 211 AZ MK                                   3434805.8 |
 DF1676|---------------------------------------------------------------------|
 DF1676
 DF1676                          SUPERSEDED SURVEY CONTROL
 DF1676
 DF1676  NAD 83(1986)-  33 27 02.54536(N)    082 39 47.42609(W) AD(       ) 2
 DF1676  NAD 27      -  33 27 02.04816(N)    082 39 47.94294(W) AD(       ) 2
 DF1676  NGVD 29 (07/19/86)  179.1    (m)          588.     (f) VERT ANG       
 DF1676
 DF1676.Superseded values are not recommended for survey control.
 DF1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1676.See file dsdata.txt to determine how the superseded data were derived.
 DF1676
 DF1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4541902491(NAD 83)
 DF1676_MARKER: DD = SURVEY DISK
 DF1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1676
 DF1676  HISTORY     - Date     Condition        Report By
 DF1676  HISTORY     - 1976     MONUMENTED       GADT
 DF1676
 DF1676                          STATION DESCRIPTION
 DF1676
 DF1676'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1676'THE STATION IS ABOUT 1 MILE WEST-SOUTHWEST OF CAMAK, 2-3/4
 DF1676'MILES EAST-SOUTHEAST OF NORWOOD, AND 3-1/4 MILES NORTH OF
 DF1676'WARRENTON ON COUNTY RIGHT OF WAY.
 DF1676'
 DF1676'TO REACH THE STATION FROM THE US POST OFFICE IN CAMAK, GO
 DF1676'NORTHEASTERLY ALONG STATE ROUTE 80 FOR 0.1 MILE TO THE JUNCTION
 DF1676'OF A PAVED STREET TO THE RIGHT AND PAVED COUNTY ROAD 92152
 DF1676'TO THE LEFT. TURN LEFT GOING NORTHWEST ALONG COUNTY ROAD 92152
 DF1676'FOR 0.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92152 TO THE
 DF1676'LEFT AND PAVED COUNTY ROAD 3 AHEAD. TURN LEFT GOING WEST ALONG
 DF1676'COUNTY ROAD 92152 FOR 1.0 MILE TO THE JUNCTION OF DIRT COUNTY
 DF1676'ROAD 2 CROSSING. TURN LEFT GOING SOUTH ALONG COUNTY ROAD 2 FOR
 DF1676'0.05 MILE TO THE JUNCTION OF A RAILWAY CROSSING AND BM N 284
 DF1676'1962 C AND GS AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 DF1676'GOING SOUTH ALONG COUNTY ROAD 2 FOR 0.05 MILE TO THE
 DF1676'STATION ON THE LEFT.
 DF1676'
 DF1676'THE STATION IS LOCATED 18 FEET EAST OF THE CENTERLINE OF THE
 DF1676'ROAD, 210.8 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER
 DF1676'ON THE SOUTH SIDE OF THE RAILWAY, 210.0 FEET WEST-NORTHWEST OF
 DF1676'A 10 INCH SWEET GUM TREE, 175.3 FEET SOUTH-SOUTHEAST OF A
 DF1676'POWER POLE ON THE WEST SIDE OF THE ROAD, 320 FEET SOUTH OF THE
 DF1676'POINT OF INTERSECTION OF THE CENTERLINES OF THE RAILWAY AND
 DF1676'THE ROAD, AND 2.4 FEET WEST OF A WITNESS POST.  IT IS A
 DF1676'STANDARD BRASS DISK STAMPED---149-211 1976---, SET IN THE TOP
 DF1676'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1676'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1676'STANDARD DISK STAMPED---149-211 1976---, SET IN AN
 DF1676'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.92 METER BELOW THE
 DF1676'SURFACE OF THE GROUND.
 DF1676'
 DF1676'BM N 284 1962 C AND GS IS LOCATED 44.2 FEET WEST-SOUTHWEST OF
 DF1676'A RAILWAY CROSSING SIGN, 118 FEET NORTHWEST OF THE POINT OF
 DF1676'INTERSECTION OF THE CENTER LINES OF THE RAILWAY TRACK AND
 DF1676'COUNTY ROAD 2, 103.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DF1676'CORNER OF A WHITE BUILDING ON THE EAST SIDE OF THE ROAD, 103.7
 DF1676'FEET SOUTH OF THE SOUTHEAST CORNER OF THE WHITE FRAME
 DF1676'LITHONIA BAPTIST CHURCH BUILDING, 80.7 FEET NORTH-NORTHWEST
 DF1676'OF RAILWAY MILE POST NUMBER 48, AND 1.7 FEET EAST OF A WITNESS
 DF1676'POST.  IT IS A US COAST AND GEODETIC SURVEY STANDARD BRASS
 DF1676'BENCH MARK DISK STAMPED---N 284 1962---, SET IN THE TOP OF A 10
 DF1676'INCH CYLINDRICAL CONCRETE POST 3 INCHES ABOVE THE SURFACE OF
 DF1676'THE GROUND.
 DF1676'
 DF1676'THE AZIMUTH MARK IS LOCATED 67.41 FEET SOUTHEAST OF THE BENCH
 DF1676'MARK, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 52 FEET
 DF1676'NORTHWEST OF THE POINT OF INTERSECTION OF CENTERLINES OF THE
 DF1676'ROAD AND THE RAILWAY TRACK, 171.1 FEET SOUTH-SOUTHEAST OF THE
 DF1676'SOUTHEAST CORNER OF THE CHURCH BUILDING, 54.9 FEET NORTHEAST
 DF1676'OF RAILWAY MILE POST 48, AND 2.9 FEET WEST OF A WITNESS POST.
 DF1676'IT IS A STANDARD DISK STAMPED---149-211 1976 AZMK---, SET IN
 DF1676'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1676'BELOW THE SURFACE OF THE GROUND.
 DF1676'
 DF1676'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1772 ***********************************************************************
 DF1772  DESIGNATION -  BV 149 212
 DF1772  PID         -  DF1772
 DF1772  STATE/COUNTY-  GA/WARREN
 DF1772  USGS QUAD   -  SPARTA NE (1981)
 DF1772
 DF1772                         *CURRENT SURVEY CONTROL
 DF1772  ___________________________________________________________________
 DF1772* NAD 83(1994)-  33 27 07.70849(N)    082 46 40.89728(W)     ADJUSTED  
 DF1772* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 DF1772  ___________________________________________________________________
 DF1772  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DF1772  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DF1772
 DF1772  HORZ ORDER  -  SECOND
 DF1772
 DF1772.The horizontal coordinates were established by classical geodetic methods
 DF1772.and adjusted by the National Geodetic Survey in September 1997..
 DF1772
 DF1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1772
 DF1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1772
 DF1772.The geoid height was determined by GEOID03.
 DF1772
 DF1772;                    North         East     Units Scale Factor Converg.
 DF1772;SPC GA E     -   382,909.822   143,164.856   MT  0.99993981   -0 20 13.3
 DF1772;SPC GA E     - 1,256,263.31    469,700.03   sFT  0.99993981   -0 20 13.3
 DF1772;UTM  17      - 3,702,826.906   334,745.981   MT  0.99993669   -0 58 49.2
 DF1772
 DF1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1772!SPC GA E     -   0.99997355  x   0.99993981  =   0.99991336
 DF1772!UTM  17      -   0.99997355  x   0.99993669  =   0.99991024
 DF1772
 DF1772|---------------------------------------------------------------------|
 DF1772| PID    Reference Object                     Distance      Geod. Az  |
 DF1772|                                                           dddmmss.s |
 DF1772| DF1771 BV 149 212 GADT 1976 PTA             22.240 METERS 07528     |
 DF1772| DF2936 BV 149 212 AZ MK                                   3462100.7 |
 DF1772|---------------------------------------------------------------------|
 DF1772
 DF1772                          SUPERSEDED SURVEY CONTROL
 DF1772
 DF1772  NAD 83(1986)-  33 27 07.71385(N)    082 46 40.89560(W) AD(       ) 2
 DF1772  NAD 27      -  33 27 07.22276(N)    082 46 41.40556(W) AD(       ) 2
 DF1772  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 DF1772
 DF1772.Superseded values are not recommended for survey control.
 DF1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1772.See file dsdata.txt to determine how the superseded data were derived.
 DF1772
 DF1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3474602827(NAD 83)
 DF1772_MARKER: DD = SURVEY DISK
 DF1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1772
 DF1772  HISTORY     - Date     Condition        Report By
 DF1772  HISTORY     - 1976     MONUMENTED       GADT
 DF1772
 DF1772                          STATION DESCRIPTION
 DF1772
 DF1772'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1772'THE STATION IS ABOUT 4-1/2 MILES WEST OF NORWOOD, 5-3/4 MILES
 DF1772'EAST-NORTHEAST OF POWELTON, AND 7 MILES NORTH-NORTHEAST OF
 DF1772'MAYFIELD ON COUNTY RIGHT OF WAY.
 DF1772'
 DF1772'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 278 (STATE
 DF1772'ROUTE 12), AND INTERSTATE 20 LOCATED ABOUT 6-1/4 MILES WEST-
 DF1772'NORTHWEST OF NORWOOD, GO SOUTHEAST ALONG US HIGHWAY 278 (STATE
 DF1772'ROUTE 12) FOR 1.15 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1772'91764 TO THE RIGHT. TURN RIGHT GOING SOUTHEASTERLY ALONG
 DF1772'COUNTY ROAD 91764 FOR 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DF1772'CONTINUE GOING SOUTHEASTERLY ALONG COUNTY ROAD 91764 FOR 0.25
 DF1772'MILE TO THE STATION ON THE RIGHT.
 DF1772'
 DF1772'THE STATION IS LOCATED 43 FEET WEST OF THE CENTER LINE OF
 DF1772'COUNTY ROAD 91764, 9.2 FEET NORTH-NORTHEAST OF A FENCE CORNER
 DF1772'POST, 18 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY TO THE
 DF1772'WEST, 80 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 DF1772'CENTERLINES OF THE ROAD AND A FIELD ROAD TO THE EAST, 123.8
 DF1772'FEET WEST-NORTHWEST OF THE SOUTHERN MOST POST OF A GATE ON A
 DF1772'FENCELINE ON THE EAST SIDE OF THE ROAD, AND 4.9 FEET EAST OF A
 DF1772'WITNESS POST SET AT A FENCE LINE. IT IS A STANDARD BRASS DISK
 DF1772'STAMPED---149-212 1976---, SET IN THE TOP OF A 10 INCH
 DF1772'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1772'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1772'STAMPED---149-212 1976---, SET IN AN IRREGULAR MASS OF
 DF1772'CONCRETE APPROXIMATELY 0.94 METER BELOW THE SURFACE OF THE
 DF1772'GROUND.
 DF1772'
 DF1772'THE AZIMUTH MARK IS LOCATED 43 FEET EAST-NORTHEAST OF THE
 DF1772'CENTER LINE OF THE ROAD, 207.4 FEET NORTH OF THE NORTH END OF A
 DF1772'15 INCH CORRUGATED METAL CULVERT UNDER A FIELD ROAD TO THE
 DF1772'EAST, 19.0 FEET NORTHWEST OF A 6 INCH SWEET GUM TREE, 8.2 FEET
 DF1772'WEST OF A FENCELINE, AND 7.2 FEET WEST OF A WITNESS POST. IT IS
 DF1772'A STANDARD DISK STAMPED---149-212 1976 AZMK---, SET IN THE TOP
 DF1772'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1772'SURFACE OF THE GROUND.
 DF1772'
 DF1772'HEIGHT OF LIGHT ABOVE MARK 1.50 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1781 ***********************************************************************
 DF1781  DESIGNATION -  BV 149 213
 DF1781  PID         -  DF1781
 DF1781  STATE/COUNTY-  GA/WARREN
 DF1781  USGS QUAD   -  JEWELL (1987)
 DF1781
 DF1781                         *CURRENT SURVEY CONTROL
 DF1781  ___________________________________________________________________
 DF1781* NAD 83(1994)-  33 17 45.87155(N)    082 46 14.53154(W)     ADJUSTED  
 DF1781* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 DF1781  ___________________________________________________________________
 DF1781  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DF1781  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DF1781
 DF1781  HORZ ORDER  -  SECOND
 DF1781
 DF1781.The horizontal coordinates were established by classical geodetic methods
 DF1781.and adjusted by the National Geodetic Survey in September 1997..
 DF1781
 DF1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1781
 DF1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1781
 DF1781.The geoid height was determined by GEOID03.
 DF1781
 DF1781;                    North         East     Units Scale Factor Converg.
 DF1781;SPC GA E     -   365,597.753   143,745.345   MT  0.99993900   -0 19 53.8
 DF1781;SPC GA E     - 1,199,465.29    471,604.52   sFT  0.99993900   -0 19 53.8
 DF1781;UTM  17      - 3,685,509.480   335,132.454   MT  0.99993513   -0 58 20.2
 DF1781
 DF1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1781!SPC GA E     -   0.99998250  x   0.99993900  =   0.99992150
 DF1781!UTM  17      -   0.99998250  x   0.99993513  =   0.99991763
 DF1781
 DF1781:                Primary Azimuth Mark                     Grid Az
 DF1781:SPC GA E     -  BV 149 213 AZ MK                         031 45 37.2
 DF1781:UTM  17      -  BV 149 213 AZ MK                         032 24 03.6
 DF1781
 DF1781|---------------------------------------------------------------------|
 DF1781| PID    Reference Object                     Distance      Geod. Az  |
 DF1781|                                                           dddmmss.s |
 DF1781| DF2937 BV 149 213 AZ MK                                   0312543.4 |
 DF1781| DF1780 BV 149 213 GADT PTA                  22.744 METERS 06952     |
 DF1781|---------------------------------------------------------------------|
 DF1781
 DF1781                          SUPERSEDED SURVEY CONTROL
 DF1781
 DF1781  NAD 83(1986)-  33 17 45.87628(N)    082 46 14.53050(W) AD(       ) 2
 DF1781  NAD 27      -  33 17 45.36029(N)    082 46 15.03659(W) AD(       ) 2
 DF1781  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 DF1781
 DF1781.Superseded values are not recommended for survey control.
 DF1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1781.See file dsdata.txt to determine how the superseded data were derived.
 DF1781
 DF1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3513285509(NAD 83)
 DF1781_MARKER: DD = SURVEY DISK
 DF1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1781
 DF1781  HISTORY     - Date     Condition        Report By
 DF1781  HISTORY     - 1976     MONUMENTED       GADT
 DF1781
 DF1781                          STATION DESCRIPTION
 DF1781
 DF1781'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1781'THE STATION IS LOCATED IN JEWELL ON COUNTY RIGHT OF WAY.
 DF1781'
 DF1781'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1781'STATE ROUTE 248 IN JEWELL LOCATED ABOUT 11-1/4 MILES EAST OF,
 DF1781'SPARTA, GO EAST ALONG STATE ROUTE 16 FOR 0.2 MILE TO A BRIDGE
 DF1781'OVER THE OGEECHEE RIVER. CONTINUE GOING EAST ALONG STATE ROUTE
 DF1781'16 FOR 0.65 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 56 TO
 DF1781'THE LEFT. TURN LEFT GOING NORTH ALONG COUNTY ROAD 56 FOR 0.05
 DF1781'MILE TO THE STATION ON THE LEFT.
 DF1781'
 DF1781'THE STATION IS LOCATED 37 FEET WEST-NORTHWEST OF THE CENTER
 DF1781'LINE OF COUNTY ROAD 56, 163.5 FEET NORTHEAST OF A FENCE CORNER
 DF1781'POST AT THE JUNCTION OF STATE ROUTE 16 AND COUNTY ROAD 56,
 DF1781'132.3 FEET NORTH-NORTHWEST OF 8 INCH TWIN PINE TREES IN THE
 DF1781'NORTHEAST QUADRANT OF THE HIGHWAY AND ROAD, 212 FEET NORTH OF
 DF1781'THE POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD
 DF1781'56 AND STATE ROUTE 16, AND 2.7 FEET SOUTHEAST OF A WITNESS
 DF1781'POST. IT IS A STANDARD BRASS DISK STAMPED---149-213 1976---,
 DF1781'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1781'INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND
 DF1781'STATION IS A STANDARD DISK STAMPED---149-213 1976---, SET IN
 DF1781'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.89 METER
 DF1781'BELOW THE SURFACE OF THE GROUND.
 DF1781'
 DF1781'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 DF1781'ALONG COUNTY ROAD 56 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 DF1781'RIGHT.  IT IS LOCATED 32 FEET EAST-SOUTHEAST OF THE CENTER LINE
 DF1781'OF COUNTY ROAD 56, 199.7 FEET EAST-NORTHEAST OF THE NORTHERN
 DF1781'MOST POST OF A METAL GATE ON THE WEST SIDE OF COUNTY ROAD 56,
 DF1781'3.6 FEET NORTHWEST OF AN 8 INCH PINE TREE, 6.7 FEET NORTH-
 DF1781'NORTHWEST OF A 7 INCH PINE TREE, 95.0 FEET SOUTHEAST OF A 12
 DF1781'INCH PECAN TREE ON THE WEST SIDE OF THE ROAD (THE FOURTH PECAN
 DF1781'TREE NORTHEAST OF THE METAL GATE), 109.2 FEET EAST OF A 12
 DF1781'INCH PECAN TREE ON THE WEST SIDE OF THE ROAD (THE SECOND
 DF1781'PECAN TREE NORTHEAST OF THE METAL GATE), AND 3.0 FEET
 DF1781'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1781'STAMPED---149-213 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1781'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1781'GROUND.
 DF1781'
 DF1781'HEIGHT OF LIGHT ABOVE MARK 1.50 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1779 ***********************************************************************
 DF1779  DESIGNATION -  BV 149 214
 DF1779  PID         -  DF1779
 DF1779  STATE/COUNTY-  GA/WARREN
 DF1779  USGS QUAD   -  JEWELL (1987)
 DF1779
 DF1779                         *CURRENT SURVEY CONTROL
 DF1779  ___________________________________________________________________
 DF1779* NAD 83(1994)-  33 21 55.71907(N)    082 45 48.01106(W)     ADJUSTED  
 DF1779* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 DF1779  ___________________________________________________________________
 DF1779  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DF1779  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF1779
 DF1779  HORZ ORDER  -  SECOND
 DF1779
 DF1779.The horizontal coordinates were established by classical geodetic methods
 DF1779.and adjusted by the National Geodetic Survey in September 1997..
 DF1779
 DF1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1779
 DF1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1779
 DF1779.The geoid height was determined by GEOID03.
 DF1779
 DF1779;                    North         East     Units Scale Factor Converg.
 DF1779;SPC GA E     -   373,290.613   144,475.477   MT  0.99993800   -0 19 41.4
 DF1779;SPC GA E     - 1,224,704.29    473,999.96   sFT  0.99993800   -0 19 41.4
 DF1779;UTM  17      - 3,693,193.649   335,948.634   MT  0.99993181   -0 58 12.0
 DF1779
 DF1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1779!SPC GA E     -   0.99998156  x   0.99993800  =   0.99991956
 DF1779!UTM  17      -   0.99998156  x   0.99993181  =   0.99991337
 DF1779
 DF1779|---------------------------------------------------------------------|
 DF1779| PID    Reference Object                     Distance      Geod. Az  |
 DF1779|                                                           dddmmss.s |
 DF1779| DF1778 BV 149 214 GADT PTA                  25.153 METERS 01929     |
 DF1779| DF2938 BV 149 214 AZ MK                                   0603505.9 |
 DF1779|---------------------------------------------------------------------|
 DF1779
 DF1779                          SUPERSEDED SURVEY CONTROL
 DF1779
 DF1779  NAD 83(1986)-  33 21 55.72383(N)    082 45 48.00899(W) AD(       ) 2
 DF1779  NAD 27      -  33 21 55.21943(N)    082 45 48.52118(W) AD(       ) 2
 DF1779  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 DF1779
 DF1779.Superseded values are not recommended for survey control.
 DF1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1779.See file dsdata.txt to determine how the superseded data were derived.
 DF1779
 DF1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3594993194(NAD 83)
 DF1779_MARKER: DD = SURVEY DISK
 DF1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1779
 DF1779  HISTORY     - Date     Condition        Report By
 DF1779  HISTORY     - 1976     MONUMENTED       GADT
 DF1779
 DF1779                          STATION DESCRIPTION
 DF1779
 DF1779'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1779'THE STATION IS ABOUT 2-1/2 MILES EAST-NORTHEAST OF MAYFIELD,
 DF1779'2-1/2 MILES WEST-SOUTHWEST OF NORRIS, AND 5 MILES
 DF1779'NORTH OF JEWELL ON COUNTY RIGHT OF WAY.
 DF1779'
 DF1779'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1779'STATE ROUTE 248 IN JEWELL, GO EAST ALONG STATE ROUTE 16 FOR 0.2
 DF1779'MILE TO A BRIDGE OVER THE OGEECHEE RIVER. CONTINUE GOING EAST
 DF1779'ALONG STATE ROUTE 16 FOR 0.65 MILE TO THE JUNCTION OF PAVED
 DF1779'COUNTY ROAD 56 TO THE LEFT. TURN LEFT GOING NORTH ALONG COUNTY
 DF1779'ROAD 56 FOR 1.8 MILES TO THE JUNCTION OF COUNTY ROAD 62 (PAVED
 DF1779'RIGHT, DIRT LEFT) CROSSING. CONTINUE GOING NORTH ALONG COUNTY
 DF1779'ROAD 56 FOR 3.4 MILES TO ITS TERMINATION AT THE JUNCTION OF
 DF1779'PAVED COUNTY ROAD 90809 CROSSING. TURN RIGHT GOING EASTERLY
 DF1779'ALONG COUNTY ROAD 90809 FOR 1.4 MILES TO THE JUNCTION OF
 DF1779'DIRT COUNTY ROAD 70 TO THE RIGHT AND THE STATION ON THE
 DF1779'RIGHT.
 DF1779'
 DF1779'THE STATION IS LOCATED 38 FEET SOUTHEAST OF THE CENTER LINE OF COUNTY
 DF1779'ROAD 90809, 76 FEET WEST OF THE CENTER OF LINE OF COUNTY ROAD 70,
 DF1779'67.5 FEET SOUTHWEST OF THE WEST END OF AN 18 INCH CULVERT UNDER
 DF1779'COUNTY ROAD 70, 56.4 FEET EAST-NORTHEAST OF AN UNDERGROUND TELEPHONE
 DF1779'CABLE PEDESTAL, AND 4.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 DF1779'STANDARD BRASS DISK STAMPED---149-214 1976---, SET IN THE TOP OF A 10
 DF1779'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF1779'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED ---149-214
 DF1779'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.93
 DF1779'METER BELOW THE SURFACE OF THE GROUND.
 DF1779'
 DF1779'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1779'NORTHEAST ALONG COUNTY ROAD 90809 FOR 1.0 MILE TO THE AZIMUTH
 DF1779'MARK ON THE RIGHT. IT IS LOCATED 35 FEET SOUTHEAST OF THE
 DF1779'CENTER LINE OF THE ROAD, 108.0 FEET NORTHEAST OF AN UNDERGROUND
 DF1779'TELEPHONE CABLE PEDESTAL, 110.4 FEET EAST OF THE NORTH END OF A
 DF1779'CROSS DRAIN CULVERT PIPE UNDER THE ROAD, 75.0 FEET SOUTH-
 DF1779'SOUTHEAST OF AN 8 INCH PINE TREE ON THE NORTHWEST SIDE OF THE
 DF1779'ROAD, AND 3.4 FEET NORTHWEST OF A WITNESS POST. IT IS A
 DF1779'STANDARD DISK STAMPED---149-214 1976 AZMK---, SET IN THE TOP OF
 DF1779'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF1779'OF THE GROUND.
 DF1779'
 DF1779'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1674 ***********************************************************************
 DF1674  DESIGNATION -  BV 149 215
 DF1674  PID         -  DF1674
 DF1674  STATE/COUNTY-  GA/WARREN
 DF1674  USGS QUAD   -  WARRENTON (1987)
 DF1674
 DF1674                         *CURRENT SURVEY CONTROL
 DF1674  ___________________________________________________________________
 DF1674* NAD 83(1994)-  33 22 45.68323(N)    082 39 12.45346(W)     ADJUSTED  
 DF1674* NAVD 88     -       149.     (meters)     489.     (feet)  VERTCON   
 DF1674  ___________________________________________________________________
 DF1674  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DF1674  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DF1674
 DF1674  HORZ ORDER  -  SECOND
 DF1674
 DF1674.The horizontal coordinates were established by classical geodetic methods
 DF1674.and adjusted by the National Geodetic Survey in September 1997..
 DF1674
 DF1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1674
 DF1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1674
 DF1674.The geoid height was determined by GEOID03.
 DF1674
 DF1674;                    North         East     Units Scale Factor Converg.
 DF1674;SPC GA E     -   374,776.637   154,707.656   MT  0.99992528   -0 16 04.2
 DF1674;SPC GA E     - 1,229,579.68    507,570.03   sFT  0.99992528   -0 16 04.2
 DF1674;UTM  17      - 3,694,564.912   346,196.616   MT  0.99989165   -0 54 35.6
 DF1674
 DF1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1674!SPC GA E     -   0.99998112  x   0.99992528  =   0.99990640
 DF1674!UTM  17      -   0.99998112  x   0.99989165  =   0.99987277
 DF1674
 DF1674:                Primary Azimuth Mark                     Grid Az
 DF1674:SPC GA E     -  BV 149 215 AZ MK                         169 40 26.6
 DF1674:UTM  17      -  BV 149 215 AZ MK                         170 18 58.0
 DF1674
 DF1674|---------------------------------------------------------------------|
 DF1674| PID    Reference Object                     Distance      Geod. Az  |
 DF1674|                                                           dddmmss.s |
 DF1674| DF2939 BV 149 215 AZ MK                                   1692422.4 |
 DF1674| DF1675 BV 149 215 GADT PTA                  27.429 METERS 30606     |
 DF1674|---------------------------------------------------------------------|
 DF1674
 DF1674                          SUPERSEDED SURVEY CONTROL
 DF1674
 DF1674  NAD 83(1986)-  33 22 45.68793(N)    082 39 12.45143(W) AD(       ) 2
 DF1674  NAD 27      -  33 22 45.18330(N)    082 39 12.97483(W) AD(       ) 2
 DF1674  NGVD 29 (07/19/86)  149.     (m)          489.     (f) VERT ANG       
 DF1674
 DF1674.Superseded values are not recommended for survey control.
 DF1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1674.See file dsdata.txt to determine how the superseded data were derived.
 DF1674
 DF1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4619794565(NAD 83)
 DF1674_MARKER: DD = SURVEY DISK
 DF1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1674
 DF1674  HISTORY     - Date     Condition        Report By
 DF1674  HISTORY     - 1976     MONUMENTED       GADT
 DF1674
 DF1674                          STATION DESCRIPTION
 DF1674
 DF1674'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1674'THE STATION IS ABOUT 2-1/4 MILES SOUTH-SOUTHEAST OF WARRENTON,
 DF1674'5-1/4 MILES SOUTH OF CAMAK, AND 9 MILES EAST OF MAYFIELD ON
 DF1674'COUNTY RIGHT OF WAY.
 DF1674'
 DF1674'TO REACH THE STATION FROM THE JUNCTION OF EAST MAIN STREET AND
 DF1674'WEST GIBSON STREET AT THE NORTHEAST CORNER OF THE COURTHOUSE
 DF1674'IN WARRENTON, GO SOUTH ALONG WEST GIBSON STREET FOR 0.2 MILE TO
 DF1674'ITS TERMINATION AT THE JUNCTION OF SOUTH GIBSON STREET CROSSING
 DF1674'OBLIQUELY. TURN RIGHT GOING SOUTH ALONG SOUTH GIBSON STREET FOR
 DF1674'0.35 MILE TO THE JUNCTION OF STATE ROUTE 16 CROSSING (STATE
 DF1674'ROUTE 80 AHEAD AND TO THE LEFT). CONTINUE AHEAD GOING SOUTH
 DF1674'ALONG STATE ROUTE 80 FOR 1.5 MILES TO THE JUNCTION OF COUNTY
 DF1674'ROAD 84 TO THE LEFT AND THE STATION ON THE LEFT.
 DF1674'
 DF1674'THE STATION IS LOCATED 64 FEET SOUTHEAST OF THE POINT OF
 DF1674'INTERSECTION OF THE CENTER LINES OF STATE ROUTE 80 AND DIRT
 DF1674'COUNTY ROAD 84, 185.7 FEET EAST-SOUTHEAST OF A POWER POLE ON
 DF1674'THE WEST SIDE OF STATE ROUTE 80, 40.0 FEET EAST OF THE CENTER
 DF1674'LINE OF STATE ROUTE 80, 97.2 FEET NORTHEAST OF AN UNDERGROUND
 DF1674'TELEPHONE CABLE PEDESTAL ON THE WEST SIDE OF THE HIGHWAY, 29.8
 DF1674'FEET SOUTH-SOUTHWEST OF A FENCE CORNER POST, AND 4.0 FEET WEST
 DF1674'OF A WITNESS POST SET AT A FENCE LINE.  IT IS A STANDARD BRASS
 DF1674'DISK STAMPED---149-215 1976---, SET IN THE TOP OF A 10 INCH
 DF1674'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1674'GROUND. THE UNDERGROUND STATION IS A STANDARD BRASS DISK
 DF1674'STAMPED---149-215 1976---, SET IN AN IRREGULAR MASS OF
 DF1674'CONCRETE APPROXIMATELY 0.95 METER BELOW THE SURFACE OF THE
 DF1674'GROUND.
 DF1674'
 DF1674'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 DF1674'STATE ROUTE 80 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF1674'THE AZIMUTH MARK IS LOCATED 43 FEET EAST OF THE CENTER LINE
 DF1674'OF STATE ROUTE 80, 186.8 FEET EAST OF THE NORTHEAST CORNER OF
 DF1674'A BRICK HOUSE ON THE WEST SIDE OF STATE ROUTE 80, 93.2 FEET
 DF1674'EAST-NORTHEAST OF THE NORTHERN END OF A 24 INCH CONCRETE SIDE
 DF1674'DRAIN PIPE UNDER A DRIVEWAY TO THE BRICK HOUSE, 97.6 FEET
 DF1674'SOUTH- SOUTHEAST OF AN 18 INCH CONCRETE SIDE DRAIN PIPE UNDER A
 DF1674'DRIVEWAY TO THE EAST TO A FRAME HOUSE, 13.7 FEET
 DF1674'SOUTH-SOUTHWEST OF A FENCE CORNER POST, AND 2.0 FEET WEST OF A
 DF1674'WITNESS POST SET AT A FENCELINE. IT IS A STANDARD DISK
 DF1674'STAMPED---149-215 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1674'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1674'GROUND.
 DF1674'
 DF1674'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1642 ***********************************************************************
 DF1642  DESIGNATION -  BV 149 216
 DF1642  PID         -  DF1642
 DF1642  STATE/COUNTY-  GA/WARREN
 DF1642  USGS QUAD   -  THOMSON WEST (1987)
 DF1642
 DF1642                         *CURRENT SURVEY CONTROL
 DF1642  ___________________________________________________________________
 DF1642* NAD 83(1994)-  33 24 14.88198(N)    082 35 26.93612(W)     ADJUSTED  
 DF1642* NAVD 88     -       167.9    (meters)     551.     (feet)  VERTCON   
 DF1642  ___________________________________________________________________
 DF1642  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DF1642  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DF1642
 DF1642  HORZ ORDER  -  SECOND
 DF1642
 DF1642.The horizontal coordinates were established by classical geodetic methods
 DF1642.and adjusted by the National Geodetic Survey in September 1997..
 DF1642
 DF1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1642
 DF1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1642
 DF1642.The geoid height was determined by GEOID03.
 DF1642
 DF1642;                    North         East     Units Scale Factor Converg.
 DF1642;SPC GA E     -   377,499.001   160,547.417   MT  0.99991918   -0 14 00.7
 DF1642;SPC GA E     - 1,238,511.31    526,729.32   sFT  0.99991918   -0 14 00.7
 DF1642;UTM  17      - 3,697,221.535   352,066.281   MT  0.99986981   -0 52 33.5
 DF1642
 DF1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1642!SPC GA E     -   0.99997814  x   0.99991918  =   0.99989732
 DF1642!UTM  17      -   0.99997814  x   0.99986981  =   0.99984795
 DF1642
 DF1642:                Primary Azimuth Mark                     Grid Az
 DF1642:SPC GA E     -  THOMSON GA PWR MICROWAVE                 050 46 31.5
 DF1642:UTM  17      -  THOMSON GA PWR MICROWAVE                 051 25 04.3
 DF1642
 DF1642|---------------------------------------------------------------------|
 DF1642| PID    Reference Object                     Distance      Geod. Az  |
 DF1642|                                                           dddmmss.s |
 DF1642| DF1626 THOMSON GA PWR MICROWAVE            APPROX.11.5 KM 0503230.8 |
 DF1642| DF2940 BV 149 216 AZ MK                                   0941911.8 |
 DF1642|---------------------------------------------------------------------|
 DF1642
 DF1642                          SUPERSEDED SURVEY CONTROL
 DF1642
 DF1642  NAD 83(1986)-  33 24 14.88721(N)    082 35 26.93320(W) AD(       ) 2
 DF1642  NAD 27      -  33 24 14.38290(N)    082 35 27.46239(W) AD(       ) 2
 DF1642  NGVD 29 (07/19/86)  168.1    (m)          552.     (f) VERT ANG       
 DF1642
 DF1642.Superseded values are not recommended for survey control.
 DF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1642.See file dsdata.txt to determine how the superseded data were derived.
 DF1642
 DF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5206697222(NAD 83)
 DF1642_MARKER: DD = SURVEY DISK
 DF1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1642
 DF1642  HISTORY     - Date     Condition        Report By
 DF1642  HISTORY     - 1976     MONUMENTED       GADT
 DF1642
 DF1642                          STATION DESCRIPTION
 DF1642
 DF1642'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1642'THE STATION IS ABOUT 4-1/4 MILES EAST OF WARRENTON, 4-3/4
 DF1642'MILES SOUTHEAST OF CAMAK, AND 6-1/2 MILES SOUTHWEST OF THOMSON
 DF1642'ON THE PROPERTY OF MR. ROY GRIFFITH.
 DF1642'
 DF1642'TO REACH THE STATION FROM THE COURTHOUSE IN WARRENTON, GO EAST
 DF1642'ALONG US HIGHWAY 278 (STATE ROUTE 12) FOR 0.55 MILE TO THE
 DF1642'JUNCTION OF STATE ROUTE 80 (STATE ROUTE 16, LEGION DRIVE) TO
 DF1642'THE RIGHT. CONTINUE GOING EAST ALONG US HIGHWAY 278 (STATE ROUTE
 DF1642'12, STATE ROUTE 80) FOR 0.4 MILE TO THE JUNCTION OF PAVED COUNTY
 DF1642'ROAD 90793 FORKING TO THE RIGHT. TURN RIGHT GOING EAST ALONG
 DF1642'COUNTY ROAD 90793 FOR 3.15 MILES TO THE JUNCTION OF DIRT COUNTY
 DF1642'ROAD 114 TO THE RIGHT AND THE STATION ON THE LEFT.
 DF1642'
 DF1642'THE STATION IS LOCATED ON AN 8 FOOT CUT BANK 60 FEET NORTH OF
 DF1642'THE CENTERLINE OF COUNTY ROAD 90793, 95 FEET NORTHEAST OF THE
 DF1642'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 90793
 DF1642'AND 114, 26 FEET EAST OF THE CENTERLINE OF A FIELD TRACK ROAD,
 DF1642'25.6 FEET NORTH OF THE CORNER POST OF A FENCE, 106.8 FEET SOUTH
 DF1642'OF A CORNER POST OF THE FENCE ON THE EAST SIDE OF A WIRE GAP
 DF1642'ACROSS THE FIELD TRACK ROAD, 122.0 FEET SOUTHEAST OF A CORNER
 DF1642'POST OF THE FENCE ON THE WEST SIDE OF THE WIRE GAP, AND 1.3
 DF1642'FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1642'STAMPED---149-216 1976---, SET IN THE TOP OF A 10 INCH
 DF1642'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1642'THE GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1642'STAMPED---149-216 1976---, SET IN AN IRREGULAR MASS
 DF1642'OF CONCRETE APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 DF1642'GROUND.
 DF1642'
 DF1642'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING EAST
 DF1642'ALONG COUNTY ROAD 90793 FOR 0.45 MILE TO THE JUNCTION OF DIRT
 DF1642'COUNTY ROAD 115 FORKING TO THE LEFT. CONTINUE GOING SOUTHEAST
 DF1642'ALONG COUNTY ROAD 90793 FOR APPROXIMATELY 100 FEET TO THE
 DF1642'END OF PAVEMENT. CONTINUE GOING SOUTH ALONG DIRT COUNTY ROAD
 DF1642'90793 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT. IT IS
 DF1642'LOCATED 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 18.3 FEET
 DF1642'SOUTH OF THE NORTHERN MOST POST OF A METAL GATE, 24.0 FEET
 DF1642'WEST OF A FORKED PINE TREE AT THE NORTHWESTERN POINT OF WOODS
 DF1642'LINES, 32.4 FEET EAST-SOUTHEAST OF THE SOUTHERN MOST PULL-POST
 DF1642'OF A SINGLE BRACE IN A FENCE LINE ON THE WEST SIDE OF THE
 DF1642'ROAD, 160.6 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST ON THE
 DF1642'WEST SIDE OF THE ROAD, AND 1.1 FEET WEST OF A WITNESS POST SET
 DF1642'AT A FENCE LINE. IT IS A STANDARD DISK STAMPED---149-216
 DF1642'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1642'POST FLUSH WITH THE SURFACE OF THE GROUND.
 DF1642'
 DF1642'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1660 ***********************************************************************
 DF1660  DESIGNATION -  BV 149 217
 DF1660  PID         -  DF1660
 DF1660  STATE/COUNTY-  GA/WARREN
 DF1660  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1660
 DF1660                         *CURRENT SURVEY CONTROL
 DF1660  ___________________________________________________________________
 DF1660* NAD 83(1994)-  33 20 06.76997(N)    082 42 37.33732(W)     ADJUSTED  
 DF1660* NAVD 88     -       148.     (meters)     486.     (feet)  VERTCON   
 DF1660  ___________________________________________________________________
 DF1660  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DF1660  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF1660
 DF1660  HORZ ORDER  -  SECOND
 DF1660
 DF1660.The horizontal coordinates were established by classical geodetic methods
 DF1660.and adjusted by the National Geodetic Survey in September 1997..
 DF1660
 DF1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1660
 DF1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1660
 DF1660.The geoid height was determined by GEOID03.
 DF1660
 DF1660;                    North         East     Units Scale Factor Converg.
 DF1660;SPC GA E     -   369,907.350   149,386.807   MT  0.99993157   -0 17 55.7
 DF1660;SPC GA E     - 1,213,604.36    490,113.22   sFT  0.99993157   -0 17 55.7
 DF1660;UTM  17      - 3,689,755.646   340,821.710   MT  0.99991240   -0 56 24.4
 DF1660
 DF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1660!SPC GA E     -   0.99998126  x   0.99993157  =   0.99991283
 DF1660!UTM  17      -   0.99998126  x   0.99991240  =   0.99989366
 DF1660
 DF1660:                Primary Azimuth Mark                     Grid Az
 DF1660:SPC GA E     -  BV 149 217 AZ MK                         227 51 45.3
 DF1660:UTM  17      -  BV 149 217 AZ MK                         228 30 14.0
 DF1660
 DF1660|---------------------------------------------------------------------|
 DF1660| PID    Reference Object                     Distance      Geod. Az  |
 DF1660|                                                           dddmmss.s |
 DF1660| DF2941 BV 149 217 AZ MK                                   2273349.6 |
 DF1660| DF1661 BV 149 217 GADT PTA                  23.015 METERS 23859     |
 DF1660|---------------------------------------------------------------------|
 DF1660
 DF1660                          SUPERSEDED SURVEY CONTROL
 DF1660
 DF1660  NAD 83(1986)-  33 20 06.77485(N)    082 42 37.33540(W) AD(       ) 2
 DF1660  NAD 27      -  33 20 06.26010(N)    082 42 37.85304(W) AD(       ) 2
 DF1660  NGVD 29 (07/19/86)  148.     (m)          486.     (f) VERT ANG       
 DF1660
 DF1660.Superseded values are not recommended for survey control.
 DF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1660.See file dsdata.txt to determine how the superseded data were derived.
 DF1660
 DF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4082289756(NAD 83)
 DF1660_MARKER: DD = SURVEY DISK
 DF1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1660
 DF1660  HISTORY     - Date     Condition        Report By
 DF1660  HISTORY     - 1976     MONUMENTED       GADT
 DF1660
 DF1660                          STATION DESCRIPTION
 DF1660
 DF1660'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1660'THE STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF NORRIS, 5
 DF1660'MILES NORTHEAST OF JEWELL, AND 5-3/4 MILES EAST-SOUTHEAST OF
 DF1660'MAYFIELD ON THE PROPERTY OF MR. C.M. STOWE.
 DF1660'
 DF1660'TO REACH THE STATION FROM THE US POST OFFICE IN JEWELL, GO
 DF1660'NORTHEAST ALONG STATE ROUTE 16 FOR 1.55 MILES TO THE JUNCTION OF
 DF1660'PAVED COUNTY ROAD 92187 FORKING TO THE RIGHT. TURN RIGHT GOING
 DF1660'EAST ALONG COUNTY ROAD 92187 FOR 0.5 MILE TO THE JUNCTION OF
 DF1660'STATE ROUTE 123 CROSSING. CONTINUE GOING EAST ALONG COUNTY ROAD
 DF1660'92187 FOR 2 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91097
 DF1660'CROSSING. TURN LEFT GOING NORTH ALONG COUNTY ROAD 91097 FOR
 DF1660'2.75 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 77 TO THE
 DF1660'RIGHT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 91097 FOR 0.15
 DF1660'MILE TO THE JUNCTION OF THE C.M. STOWE DRIVEWAY AND A FIELD
 DF1660'TRACK ROAD TO THE LEFT. MR. STOWE MUST BE CONTACTED BEFORE
 DF1660'PROCEEDING.  TURN LEFT GOING NORTHWEST ALONG THE FIELD
 DF1660'TRACK ROAD FOR 0.6 MILE TO A GATE ACROSS THE ROAD AND THE
 DF1660'STATION APPROXIMATELY 0.1 MILE TO THE NORTHWEST ACROSS A FIELD.
 DF1660'
 DF1660'THE STATION IS LOCATED 538 FEET NORTHWEST OF THE HINGE-POST OF THE
 DF1660'GATE ACROSS THE ROAD, 414 FEET NORTH OF THE NORTHEASTERN CORNER OF A
 DF1660'FENCE AROUND A SILAGE PIT ON THE NORTHERN SIDE OF THE ROAD, 1.9 FEET
 DF1660'SOUTH-SOUTHEAST OF A WITNESS POST SET AT AN EAST-WEST FENCELINE, 142.0
 DF1660'WEST OF A 36 INCH SWEET GUM TREE FORKED 4 FEET ABOVE THE GROUND, 128.7
 DF1660'FEET WEST-NORTHWEST OF AN 8 INCH PINE TREE WITH THREE FORKS, AND 182.9
 DF1660'FEET NORTHWEST OF A 6 INCH FORKED PERSIMMON TREE.  ALL OF THE TREES
 DF1660'ARE NEAR THE EDGE OF THE WOODS FORMING THE EAST EDGE OF THE FIELD.
 DF1660'IT IS A STANDARD BRASS DISK STAMPED---149-217 1976---, SET IN THE TOP
 DF1660'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 DF1660'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1660'---149-217 1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1660'0.69 METER BELOW THE SURFACE OF THE GROUND.
 DF1660'
 DF1660'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD 91097
 DF1660'AND THE FIELD TRACK ROAD, GO NORTHWEST ALONG THE FIELD TRACK
 DF1660'ROAD FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT. IT IS
 DF1660'LOCATED 8 FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD, 7.5
 DF1660'FEET WEST OF A 10 INCH FORKED CHINABERRY TREE, 50.4 FEET WEST
 DF1660'OF A 10 INCH TRIPLE FORKED CHINABERRY TREE, AND 1.3 FEET NORTH
 DF1660'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF1660'STAMPED---149-217 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1660'CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 DF1660'GROUND.
 DF1660'
 DF1660'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1652 ***********************************************************************
 DF1652  DESIGNATION -  BV 149 218
 DF1652  PID         -  DF1652
 DF1652  STATE/COUNTY-  GA/WARREN
 DF1652  USGS QUAD   -  BASTONVILLE (1972)
 DF1652
 DF1652                         *CURRENT SURVEY CONTROL
 DF1652  ___________________________________________________________________
 DF1652* NAD 83(1994)-  33 21 24.18892(N)    082 35 38.64928(W)     ADJUSTED  
 DF1652* NAVD 88     -       172.     (meters)     564.     (feet)  VERTCON   
 DF1652  ___________________________________________________________________
 DF1652  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DF1652  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DF1652
 DF1652  HORZ ORDER  -  SECOND
 DF1652
 DF1652.The horizontal coordinates were established by classical geodetic methods
 DF1652.and adjusted by the National Geodetic Survey in September 1997..
 DF1652
 DF1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1652
 DF1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1652
 DF1652.The geoid height was determined by GEOID03.
 DF1652
 DF1652;                    North         East     Units Scale Factor Converg.
 DF1652;SPC GA E     -   372,241.879   160,223.191   MT  0.99991950   -0 14 06.0
 DF1652;SPC GA E     - 1,221,263.56    525,665.59   sFT  0.99991950   -0 14 06.0
 DF1652;UTM  17      - 3,691,968.633   351,683.185   MT  0.99987121   -0 52 36.0
 DF1652
 DF1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1652!SPC GA E     -   0.99997752  x   0.99991950  =   0.99989703
 DF1652!UTM  17      -   0.99997752  x   0.99987121  =   0.99984874
 DF1652
 DF1652|---------------------------------------------------------------------|
 DF1652| PID    Reference Object                     Distance      Geod. Az  |
 DF1652|                                                           dddmmss.s |
 DF1652| DF1654 BM 38 HSC                            28.319 METERS 22741     |
 DF1652| DF1653 BV 149 218 GADT PTA                  20.870 METERS 27409     |
 DF1652| DF2942 BV 149 218 AZ MK                                   3310759.4 |
 DF1652|---------------------------------------------------------------------|
 DF1652
 DF1652                          SUPERSEDED SURVEY CONTROL
 DF1652
 DF1652  NAD 83(1986)-  33 21 24.19399(N)    082 35 38.64659(W) AD(       ) 2
 DF1652  NAD 27      -  33 21 23.68484(N)    082 35 39.18071(W) AD(       ) 2
 DF1652  NGVD 29 (07/19/86)  172.     (m)          564.     (f) VERT ANG       
 DF1652
 DF1652.Superseded values are not recommended for survey control.
 DF1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1652.See file dsdata.txt to determine how the superseded data were derived.
 DF1652
 DF1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5168391969(NAD 83)
 DF1652_MARKER: DD = SURVEY DISK
 DF1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1652
 DF1652  HISTORY     - Date     Condition        Report By
 DF1652  HISTORY     - 1976     MONUMENTED       GADT
 DF1652
 DF1652                          STATION DESCRIPTION
 DF1652
 DF1652'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1652'THE STATION IS ABOUT 5-1/4 MILES SOUTHEAST OF WARRENTON,
 DF1652'7-1/4 MILES SOUTH-SOUTHEAST OF CAMAK, AND 8-1/2 MILES NORTH OF
 DF1652'GIBSON ON STATE RIGHT OF WAY.
 DF1652'
 DF1652'TO REACH THE STATION FROM THE US POST OFFICE IN WARRENTON, GO
 DF1652'EAST ALONG US HIGHWAY 278 (STATE ROUTE 12) FOR 0.6 MILES TO
 DF1652'THE JUNCTION OF STATE ROUTES 16 AND 80 (LEGION DRIVE) TO THE
 DF1652'RIGHT. TURN RIGHT GOING SOUTH ALONG STATE ROUTES 16 AND 80 FOR
 DF1652'0.4 MILE TO THE JUNCTION OF STATE ROUTE 16 TO THE LEFT. TURN
 DF1652'LEFT GOING SOUTHEAST ALONG STATE ROUTE 16 FOR 3.55 MILES TO
 DF1652'THE JUNCTION OF PAVED COUNTY ROAD 112 FORKING TO THE LEFT.
 DF1652'CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 16 FOR 1.05 MILES
 DF1652'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING SOUTHEAST
 DF1652'ALONG STATE ROUTE 16 FOR 0.35 MILE TO THE JUNCTION OF DIRT
 DF1652'COUNTY ROAD 87 TO THE RIGHT, BM 38 HSC USGS
 DF1652'ON THE RIGHT, AND THE STATION ON THE LEFT.
 DF1652'
 DF1652'THE STATION IS LOCATED 29.5 FEET EAST-NORTHEAST OF THE CENTER
 DF1652'LINE OF STATE ROUTE 16, 47 FEET NORTH OF THE POINT OF
 DF1652'INTERSECTION OF THE CENTERLINES OF STATE ROUTE 16 AND COUNTY
 DF1652'ROAD 87, 76.6 FEET NORTH OF A COUNTY ROAD 87 STOP SIGN, 86.0
 DF1652'FEET NORTHEAST OF A TELEPHONE POLE IN THE NORTHWEST QUADRANT
 DF1652'OF THE HIGHWAY-ROAD JUNCTION, AND 1.4 FEET WEST-SOUTHWEST OF
 DF1652'A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---149-218
 DF1652'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1652'POST 13 INCHES BELOW THE SURFACE OF THE GROUND. THE
 DF1652'UNDERGROUND STATION IS A STANDARD DISK STAMPED---149-218
 DF1652'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1652'1.2 METERS BELOW THE SURFACE OF THE GROUND.
 DF1652'
 DF1652'BM 38 HSC USGS IS LOCATED 64 FEET WEST-SOUTHWEST OF THE CENTER
 DF1652'LINE OF STATE ROUTE 16, 21 FEET NORTH-NORTHWEST OF THE CENTER
 DF1652'LINE OF COUNTY ROAD 87, 77 FEET WEST OF THE POINT OF
 DF1652'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 87 AND STATE
 DF1652'ROUTE 16, 7.3 FEET SOUTHWEST OF A TELEPHONE POLE, 57.3 FEET
 DF1652'NORTHWEST OF THE COUNTY ROAD 87 STOP SIGN, AND 1.2 FEET
 DF1652'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD
 DF1652'U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DF1652'STAMPED---38 HSC 1971 571 FT---, SET IN THE TOP OF A CONCRETE
 DF1652'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1652'
 DF1652'THE AZIMUTH MARK IS LOCATED 54.5 FEET SOUTHWEST OF THE CENTER
 DF1652'LINE OF THE HIGHWAY, 16.3 FEET SOUTHEAST OF THE SOUTHEASTERN ONE
 DF1652'OF TWO OLD SIGN POSTS WITH METAL BRACKETS ATTACHED,
 DF1652'328.6 FEET NORTHWEST OF A HIGHWAY CURVE-RIGHT WARNING SIGN,
 DF1652'15.6 FEET NORTHWEST OF A RIGHT OF WAY MARKER,
 DF1652'AND 2.0 FEET NORTHEAST OF A WITNESS POST.  IT IS A STANDARD
 DF1652'DISK STAMPED---149-218 1976 AZMK---, SET IN THE TOP OF A 10
 DF1652'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1652'THE GROUND.
 DF1652'
 DF1652'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1603 ***********************************************************************
 DF1603  DESIGNATION -  BV 149 219
 DF1603  PID         -  DF1603
 DF1603  STATE/COUNTY-  GA/WARREN
 DF1603  USGS QUAD   -  BOWDENS POND (1950)
 DF1603
 DF1603                         *CURRENT SURVEY CONTROL
 DF1603  ___________________________________________________________________
 DF1603* NAD 83(1994)-  33 19 23.71575(N)    082 27 07.50017(W)     ADJUSTED  
 DF1603* NAVD 88     -       152.7    (meters)     501.     (feet)  VERTCON   
 DF1603  ___________________________________________________________________
 DF1603  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DF1603  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF1603
 DF1603  HORZ ORDER  -  SECOND
 DF1603
 DF1603.The horizontal coordinates were established by classical geodetic methods
 DF1603.and adjusted by the National Geodetic Survey in September 1997..
 DF1603
 DF1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1603
 DF1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1603
 DF1603.The geoid height was determined by GEOID03.
 DF1603
 DF1603;                    North         East     Units Scale Factor Converg.
 DF1603;SPC GA E     -   368,485.439   173,427.194   MT  0.99990870   -0 09 24.5
 DF1603;SPC GA E     - 1,208,939.31    568,985.72   sFT  0.99990870   -0 09 24.5
 DF1603;UTM  17      - 3,688,064.888   364,843.447   MT  0.99982522   -0 47 52.2
 DF1603
 DF1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1603!SPC GA E     -   0.99998057  x   0.99990870  =   0.99988927
 DF1603!UTM  17      -   0.99998057  x   0.99982522  =   0.99980579
 DF1603
 DF1603:                Primary Azimuth Mark                     Grid Az
 DF1603:SPC GA E     -  BV 149 219 AZ MK                         162 01 23.9
 DF1603:UTM  17      -  BV 149 219 AZ MK                         162 39 51.6
 DF1603
 DF1603|---------------------------------------------------------------------|
 DF1603| PID    Reference Object                     Distance      Geod. Az  |
 DF1603|                                                           dddmmss.s |
 DF1603| DF2943 BV 149 219 AZ MK                                   1615159.4 |
 DF1603|---------------------------------------------------------------------|
 DF1603
 DF1603                          SUPERSEDED SURVEY CONTROL
 DF1603
 DF1603  NAD 83(1986)-  33 19 23.72120(N)    082 27 07.49744(W) AD(       ) 2
 DF1603  NAD 27      -  33 19 23.20817(N)    082 27 08.04367(W) AD(       ) 2
 DF1603  NGVD 29 (07/19/86)  152.9    (m)          502.     (f) VERT ANG       
 DF1603
 DF1603.Superseded values are not recommended for survey control.
 DF1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1603.See file dsdata.txt to determine how the superseded data were derived.
 DF1603
 DF1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6484388065(NAD 83)
 DF1603_MARKER: DD = SURVEY DISK
 DF1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1603
 DF1603  HISTORY     - Date     Condition        Report By
 DF1603  HISTORY     - 1976     MONUMENTED       GADT
 DF1603
 DF1603                          STATION DESCRIPTION
 DF1603
 DF1603'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1603'THE STATION IS ABOUT 7-3/4 MILES NORTH OF STAPLETON, 10-1/4
 DF1603'MILES NORTH-NORTHEAST OF AVERA, AND 10-1/4 MILES NORTHEAST OF
 DF1603'GIBSON ON STATE RIGHT OF WAY.
 DF1603'
 DF1603'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 CONNECTOR
 DF1603'AND STATE ROUTE 17 LOCATED APPROXIMATELY 7-1/2 MILES NORTH OF
 DF1603'STAPLETON, GO NORTH ALONG STATE ROUTE 17 FOR APPROXIMATELY 100 FEET
 DF1603'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING NORTH ALONG STATE
 DF1603'ROUTE 17 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DF1603'
 DF1603'THE STATION IS LOCATED 38 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 DF1603'HIGHWAY, 14.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST END OF AN 18 INCH
 DF1603'SIDE DRAIN CONCRETE PIPE UNDER A DIRT DRIVEWAY TO THE NORTHEAST, 44.6
 DF1603'FEET SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 DF1603'NORTHWEST SIDE OF THE DRIVEWAY, 32.7 FEET WEST OF A 6 INCH OAK TREE,
 DF1603'AND 2.8 FEET EAST-NORTHEAST OF A WITNESS POST.  IT IS A STNADARD BRASS
 DF1603'DISK STAMPED---149-219 1976---, SET IN THE TOP OF A 10 INCH
 DF1603'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1603'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED---149-219 1976---,
 DF1603'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.87 METER BELOW
 DF1603'THE SURFACE OF THE GROUND.
 DF1603'
 DF1603'THE AZIMUTH MARK IS LOCATED 44 FEET WEST-SOUTHWEST OF THE CENTER LINE
 DF1603'OF STATE ROUTE 17, 97.5 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 DF1603'STATE ROUTE 16 CONNECTOR, 44.0 FEET NORTH OF A POWER POLE, 31.0 FEET
 DF1603'NORTH-NORTHEAST OF A 10 INCH PINE TREE, AND 3.5 FEET EAST-NORTHEAST OF
 DF1603'A WITNESS POST. IT IS A STANDARD DISK STAMPED---149-219 1976 AZMK---,
 DF1603'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1603'THE SURFACE OF THE GROUND.
 DF1603'
 DF1603'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1602 ***********************************************************************
 DF1602  DESIGNATION -  BV 149 220
 DF1602  PID         -  DF1602
 DF1602  STATE/COUNTY-  GA/WARREN
 DF1602  USGS QUAD   -  BOWDENS POND (1950)
 DF1602
 DF1602                         *CURRENT SURVEY CONTROL
 DF1602  ___________________________________________________________________
 DF1602* NAD 83(1994)-  33 19 42.71449(N)    082 26 56.10737(W)     ADJUSTED  
 DF1602* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 DF1602  ___________________________________________________________________
 DF1602  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DF1602  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF1602
 DF1602  HORZ ORDER  -  SECOND
 DF1602
 DF1602.The horizontal coordinates were established by classical geodetic methods
 DF1602.and adjusted by the National Geodetic Survey in September 1997..
 DF1602
 DF1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1602
 DF1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1602
 DF1602.The geoid height was determined by GEOID03.
 DF1602
 DF1602;                    North         East     Units Scale Factor Converg.
 DF1602;SPC GA E     -   369,069.902   173,723.415   MT  0.99990851   -0 09 18.3
 DF1602;SPC GA E     - 1,210,856.84    569,957.57   sFT  0.99990851   -0 09 18.3
 DF1602;UTM  17      - 3,688,645.952   365,146.164   MT  0.99982421   -0 47 46.4
 DF1602
 DF1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1602!SPC GA E     -   0.99998464  x   0.99990851  =   0.99989315
 DF1602!UTM  17      -   0.99998464  x   0.99982421  =   0.99980885
 DF1602
 DF1602|---------------------------------------------------------------------|
 DF1602| PID    Reference Object                     Distance      Geod. Az  |
 DF1602|                                                           dddmmss.s |
 DF1602| DF2945 BV 149 220 RM 1                      25.386 METERS 09421     |
 DF1602| DF1603 BV 149 219                          APPROX. 0.7 KM 2064319.2 |
 DF1602|---------------------------------------------------------------------|
 DF1602
 DF1602                          SUPERSEDED SURVEY CONTROL
 DF1602
 DF1602  NAD 83(1986)-  33 19 42.71984(N)    082 26 56.10467(W) AD(       ) 2
 DF1602  NAD 27      -  33 19 42.20752(N)    082 26 56.65091(W) AD(       ) 2
 DF1602  NGVD 29 (07/19/86)  127.0    (m)          417.     (f) VERT ANG       
 DF1602
 DF1602.Superseded values are not recommended for survey control.
 DF1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1602.See file dsdata.txt to determine how the superseded data were derived.
 DF1602
 DF1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6514688646(NAD 83)
 DF1602_MARKER: DD = SURVEY DISK
 DF1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1602_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1602
 DF1602  HISTORY     - Date     Condition        Report By
 DF1602  HISTORY     - 1976     MONUMENTED       GADT
 DF1602
 DF1602                          STATION DESCRIPTION
 DF1602
 DF1602'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1602'THE STATION IS ABOUT 8 MILES NORTH OF STAPLETON, 10-1/2 MILES
 DF1602'NORTH-NORTHEAST OF AVERA, AND 10-3/4 MILES NORTHEAST OF GIBSON
 DF1602'ON THE PROPERTY OF THE J.M. HUBER CORPORATION.
 DF1602'
 DF1602'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1602'STATE ROUTE 17 LOCATED APPROXIMATELY 13-1/2 MILES EAST-
 DF1602'SOUTHEAST OF WARRENTON, GO NORTH ALONG STATE ROUTE 17 FOR 0.5
 DF1602'MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING NORTH
 DF1602'ALONG STATE ROUTE 17 FOR 0.2 MILES TO THE JUNCTION OF PAVED
 DF1602'COUNTY ROAD 104 TO THE RIGHT. TURN RIGHT GOING EAST ALONG
 DF1602'COUNTY ROAD 104 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 DF1602'
 DF1602'THE STATION IS LOCATED 24 FEET NORTH OF THE CENTERLINE OF THE
 DF1602'ROAD, 51.8 FEET WEST-SOUTHWEST OF A POWER POLE, 121.3 FEET EAST-
 DF1602'SOUTHEAST OF ANOTHER POWER POLE, 61.4 FEET NORTH-NORTHWEST OF
 DF1602'A 4 INCH PINE TREE ON THE SOUTH SIDE OF THE ROAD, AND 2.5 FEET
 DF1602'SOUTH OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1602'STAMPED---149-220 1976---, SET IN THE TOP OF A 10 INCH
 DF1602'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1602'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1602'STAMPED---149-220 1976---, SET IN THE TOP OF A 5 INCH
 DF1602'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.92 METER BELOW
 DF1602'THE SURFACE OF THE GROUND.
 DF1602'
 DF1602'RM 1 IS LOCATED 26 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 DF1602'41.5 FEET EAST-SOUTHEAST OF THE POWER POLE, 203.4 FEET EAST OF
 DF1602'THE OTHER POWER POLE, AND 2.7 FEET SOUTH OF A WITNESS POST. IT
 DF1602'IS A STANDARD DISK STAMPED---149-220 1976 RM 1---, SET IN THE
 DF1602'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES ABOVE THE
 DF1602'SURFACE OF THE GROUND.
 DF1602'
 DF1602'THE AZIMUTH MARK IS LOCATED 47 FEET EAST OF THE CENTERLINE OF
 DF1602'THE ROAD, 86.2 FEET SOUTH OF A 1 FOOT HIGH CONCRETE PROPERTY
 DF1602'CORNER POST, 70.8 FEET NORTH-NORTHWEST OF A 4 FOOT HIGH CONCRETE
 DF1602'POST ON THE J.M. HUBER CORPORATION PIPELINE, 94.8 FEET EAST-
 DF1602'SOUTHEAST OF A POWER POLE ON THE WEST SIDE OF THE ROAD, 128.4
 DF1602'FEET NORTH-NORTHEAST OF A 4 FOOT HIGH CONCRETE POST ON THE WEST
 DF1602'SIDE OF THE ROAD ON THE J. M. HUBER CORPORATION PIPELINE, AND
 DF1602'3.0 FEET WEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1602'STAMPED---149-220 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1602'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1602'GROUND.
 DF1602'
 DF1602'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1601 ***********************************************************************
 DF1601  DESIGNATION -  BV 149 221
 DF1601  PID         -  DF1601
 DF1601  STATE/COUNTY-  GA/WARREN
 DF1601  USGS QUAD   -  BOWDENS POND (1950)
 DF1601
 DF1601                         *CURRENT SURVEY CONTROL
 DF1601  ___________________________________________________________________
 DF1601* NAD 83(1994)-  33 18 41.79835(N)    082 26 47.53392(W)     ADJUSTED  
 DF1601* NAVD 88     -       153.3    (meters)     503.     (feet)  VERTCON   
 DF1601  ___________________________________________________________________
 DF1601  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 DF1601  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DF1601
 DF1601  HORZ ORDER  -  SECOND
 DF1601
 DF1601.The horizontal coordinates were established by classical geodetic methods
 DF1601.and adjusted by the National Geodetic Survey in September 1997..
 DF1601
 DF1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1601
 DF1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1601
 DF1601.The geoid height was determined by GEOID03.
 DF1601
 DF1601;                    North         East     Units Scale Factor Converg.
 DF1601;SPC GA E     -   367,192.756   173,940.091   MT  0.99990837   -0 09 13.3
 DF1601;SPC GA E     - 1,204,698.23    570,668.45   sFT  0.99990837   -0 09 13.3
 DF1601;UTM  17      - 3,686,766.658   365,341.809   MT  0.99982356   -0 47 40.4
 DF1601
 DF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1601!SPC GA E     -   0.99998048  x   0.99990837  =   0.99988885
 DF1601!UTM  17      -   0.99998048  x   0.99982356  =   0.99980404
 DF1601
 DF1601:                Primary Azimuth Mark                     Grid Az
 DF1601:SPC GA E     -  BV 149 222                               156 44 49.5
 DF1601:UTM  17      -  BV 149 222                               157 23 16.6
 DF1601
 DF1601|---------------------------------------------------------------------|
 DF1601| PID    Reference Object                     Distance      Geod. Az  |
 DF1601|                                                           dddmmss.s |
 DF1601| DF1600 BV 149 222                          APPROX. 2.3 KM 1563536.2 |
 DF1601|---------------------------------------------------------------------|
 DF1601
 DF1601                          SUPERSEDED SURVEY CONTROL
 DF1601
 DF1601  NAD 83(1986)-  33 18 41.80399(N)    082 26 47.53129(W) AD(       ) 2
 DF1601  NAD 27      -  33 18 41.28967(N)    082 26 48.07812(W) AD(       ) 2
 DF1601  NGVD 29 (07/19/86)  153.5    (m)          504.     (f) VERT ANG       
 DF1601
 DF1601.Superseded values are not recommended for survey control.
 DF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1601.See file dsdata.txt to determine how the superseded data were derived.
 DF1601
 DF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6534286767(NAD 83)
 DF1601_MARKER: DD = SURVEY DISK
 DF1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1601
 DF1601  HISTORY     - Date     Condition        Report By
 DF1601  HISTORY     - 1976     MONUMENTED       GADT
 DF1601  HISTORY     - 1980     GOOD             GADT
 DF1601
 DF1601                          STATION DESCRIPTION
 DF1601
 DF1601'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1601'THE STATION IS ABOUT 7 MILES NORTH OF STAPLETON, 9-1/2 MILES
 DF1601'NORTH-NORTHEAST OF AVERA, AND 10 MILES EAST-NORTHEAST OF GIBSON
 DF1601'ON STATE RIGHT OF WAY.
 DF1601'
 DF1601'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16
 DF1601'CONNECTOR AND STATE ROUTE 17 LOCATED APPROXIMATELY 7-1/2 MILES
 DF1601'NORTH OF STAPLETON, GO SOUTH ALONG STATE ROUTE 17 FOR 0.7 MILE
 DF1601'TO THE STATION ON THE RIGHT.
 DF1601'
 DF1601'THE STATION IS LOCATED 36 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF1601'OF THE ROAD. 92.0 FEET SOUTHEAST OF A CONCRETE UNDERGROUND PIPE
 DF1601'LINE MARKER, 35.4 FEET NORTH-NORTHEAST OF AN 8 INCH OAK TREE,
 DF1601'AND 12.7 FEET EAST-NORTHEAST OF A WITNESS POST. IT IS A STANDARD
 DF1601'BRASS DISK STAMPED---149-221 1976---, SET IN THE TOP OF A 10
 DF1601'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1601'GROUND WITH FERROUS METAL RODS EMBEDDED.  THE UNDERGROUND
 DF1601'STATION IS A STANDARD DISK STAMPED---149-221 1976---, SET IN
 DF1601'THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.85
 DF1601'METER BELOW THE SURFACE OF THE GROUND.
 DF1601'
 DF1601'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 DF1601'ALONG STATE ROUTE 17 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 DF1601'RIGHT. IT IS LOCATED 48 FEET WEST-SOUTHWEST OF THE CENTERLINE
 DF1601'OF THE ROAD, 29.0 FEET SOUTH OF THE WEST END OF AN 18 INCH
 DF1601'CONCRETE CROSS DRAIN PIPE UNDER THE HIGHWAY, 3.0 FEET NORTH-
 DF1601'NORTHEAST OF A RIGHT OF WAY MARKER, AND 2.8 FEET EAST-NORTHEAST
 DF1601'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---149-221 1976
 DF1601'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1601'2 INCHES BELOW THE SURFACE OF THE GROUND WITH FERROUS METAL
 DF1601'RODS EMBEDDED.
 DF1601'
 DF1601'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF1601
 DF1601                          STATION RECOVERY (1980)
 DF1601
 DF1601'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1601'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1600 ***********************************************************************
 DF1600  CBN         -  This is a Cooperative Base Network Control Station.
 DF1600  DESIGNATION -  BV 149 222
 DF1600  PID         -  DF1600
 DF1600  STATE/COUNTY-  GA/WARREN
 DF1600  USGS QUAD   -  BOWDENS POND (1950)
 DF1600
 DF1600                         *CURRENT SURVEY CONTROL
 DF1600  ___________________________________________________________________
 DF1600* NAD 83(1994)-  33 17 33.91363(N)    082 26 12.54389(W)     ADJUSTED  
 DF1600* NAVD 88     -       149.5    (meters)     490.     (feet)  GPS OBS   
 DF1600  ___________________________________________________________________
 DF1600  X           -     702,429.456 (meters)                     COMP
 DF1600  Y           -  -5,290,393.792 (meters)                     COMP
 DF1600  Z           -   3,481,209.834 (meters)                     COMP
 DF1600  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 DF1600  ELLIP HEIGHT-         120.50  (meters)          (03/09/95) GPS OBS
 DF1600  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF1600
 DF1600  HORZ ORDER  -  B
 DF1600  ELLP ORDER  -  FIRST     CLASS I
 DF1600
 DF1600.The horizontal coordinates were established by GPS observations
 DF1600.and adjusted by the National Geodetic Survey in March 1995..
 DF1600
 DF1600.The orthometric height was determined by GPS observations and a
 DF1600.high-resolution geoid model.
 DF1600
 DF1600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF1600
 DF1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1600
 DF1600.The ellipsoidal height was determined by GPS observations
 DF1600.and is referenced to NAD 83.
 DF1600
 DF1600.The geoid height was determined by GEOID03.
 DF1600
 DF1600;                    North         East     Units Scale Factor Converg.
 DF1600;SPC GA E     -   365,099.158   174,839.698   MT  0.99990780   -0 08 53.8
 DF1600;SPC GA E     - 1,197,829.49    573,619.91   sFT  0.99990780   -0 08 53.8
 DF1600;UTM  17      - 3,684,663.312   366,217.875   MT  0.99982066   -0 47 19.7
 DF1600
 DF1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1600!SPC GA E     -   0.99998108  x   0.99990780  =   0.99988888
 DF1600!UTM  17      -   0.99998108  x   0.99982066  =   0.99980175
 DF1600
 DF1600|---------------------------------------------------------------------|
 DF1600| PID    Reference Object                     Distance      Geod. Az  |
 DF1600|                                                           dddmmss.s |
 DF1600| DF1614 BV 149 222 GADT AZ MK               355.658 METERS 16144     |
 DF1600|---------------------------------------------------------------------|
 DF1600
 DF1600                          SUPERSEDED SURVEY CONTROL
 DF1600
 DF1600  NAD 83(1986)-  33 17 33.91949(N)    082 26 12.54133(W) AD(       ) 2
 DF1600  NAD 27      -  33 17 33.40337(N)    082 26 13.08888(W) AD(       ) 2
 DF1600  NGVD 29 (07/19/86)  149.8    (m)          491.     (f) VERT ANG       
 DF1600
 DF1600.Superseded values are not recommended for survey control.
 DF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1600.See file dsdata.txt to determine how the superseded data were derived.
 DF1600
 DF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6621884663(NAD 83)
 DF1600_MARKER: DD = SURVEY DISK
 DF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1600_STAMPING: 149 222 1976
 DF1600_MARK LOGO: GADT  
 DF1600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1600+STABILITY: SURFACE MOTION
 DF1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1600+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 DF1600
 DF1600  HISTORY     - Date     Condition        Report By
 DF1600  HISTORY     - 1976     MONUMENTED       GADT
 DF1600  HISTORY     - 1980     GOOD             GADT
 DF1600  HISTORY     - 19940403 GOOD             GADT
 DF1600  HISTORY     - 20010801 GOOD             GADT
 DF1600
 DF1600                          STATION DESCRIPTION
 DF1600
 DF1600'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1600'THE STATION IS ABOUT 6 MILES NORTH OF STAPLETON, 9 MILES NORTH
 DF1600'NORTHEAST OF AVERA, AND 10 MILES EAST-NORTHEAST OF GIBSON ON
 DF1600'STATE RIGHT OF WAY.
 DF1600'
 DF1600'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16
 DF1600'CONNECTOR AND STATE ROUTE 17 LOCATED APPROXIMATELY 7-1/2 MILES
 DF1600'NORTH OF STAPLETON, GO SOUTH ALONG STATE ROUTE 17 FOR 0.8 MILE
 DF1600'TO THE JUNCTION OF DIRT COUNTY ROAD 106 TO THE LEFT. CONTINUE
 DF1600'GOING SOUTH ALONG STATE ROUTE 17 FOR 0.7 MILE TO THE JUNCTION
 DF1600'OF DIRT COUNTY ROAD 134 CROSSING. CONTINUE GOING SOUTH ALONG
 DF1600'STATE ROUTE 17 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 DF1600'
 DF1600'THE STATION IS LOCATED 40 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1600'OF STATE ROUTE 17, 59.7 FEET NORTH-NORTHWEST OF AN UNDERGROUND
 DF1600'PIPELINE CONCRETE POST MARKER, 179 FEET NORTH-NORTHWEST OF THE
 DF1600'POINT OF INTERSECTION OF THE CENTERLINE OF COUNTY ROAD 96 TO THE
 DF1600'NORTH AND THE EASTERN EDGE OF STATE ROUTE 17 PAVEMENT, 75.6 FEET
 DF1600'SOUTH-SOUTHEAST OF A POWER POLE, 71.5 FEET EAST-NORTHEAST OF THE
 DF1600'SOUTH END OF AN 18 INCH CONCRETE SIDE DRAIN PIPE, AND 2.8 FEET
 DF1600'WEST-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1600'STAMPED---149-222 1976---, SET IN THE TOP OF A 10 INCH
 DF1600'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND. THE
 DF1600'UNDERGROUND STATION IS A STANDARD DISK STAMPED---149-222
 DF1600'1976---, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1600'0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF1600'
 DF1600'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1600'SOUTH ALONG STATE ROUTE 17 FOR 0.25 MILE TO THE JUNCTION OF
 DF1600'COUNTY ROAD 100 CROSSING AND AZIMUTH MARK ON THE RIGHT. IT IS
 DF1600'LOCATED 52.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE
 DF1600'17, 60 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 100,
 DF1600'33.0 FEET NORTH-NORTHWEST OF 6 INCH TWIN CEDAR TREES, 120.8
 DF1600'FEET SOUTH-SOUTHWEST OF AN UNDERGROUND PIPELINE CONCRETE POST
 DF1600'MARKER IN THE EAST QUADRANT OF THE INTERSECTION, AND 3.4 FEET
 DF1600'NORTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1600'STAMPED---149-222 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1600'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1600'GROUND.
 DF1600'
 DF1600'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 DF1600
 DF1600                          STATION RECOVERY (1980)
 DF1600
 DF1600'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1600'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 DF1600'CONDITION.  THE DISTANCE AND DIRECTIONS TO ALL REFERENCE OBJECTS
 DF1600'CHECKS THE 1976 DATA.
 DF1600
 DF1600                          STATION RECOVERY (1994)
 DF1600
 DF1600'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 DF1600'THE STATION IS ABOUT 6 MI (9.7 KM) NORTH OF STAPLETON, 9 MI (14.5 KM)
 DF1600'NORTH NORTHEAST OF AVERA, AND 10 MI (16.1 KM) EAST-NORTHEAST OF GIBSON
 DF1600'ON STATE RIGHT OF WAY. TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF1600'HIGHWAY 16 CONNECTOR AND STATE HIGHWAY 17 LOCATED APPROXIMATELY 7.5 MI
 DF1600'(12.1 KM) NORTH OF STAPLETON, GO SOUTH ALONG HIGHWAY 17 FOR 0.8 MI
 DF1600'(1.3 KM) TO THE JUNCTION OF DIRT COUNTY ROAD 106 TO THE LEFT. CONTINUE
 DF1600'GOING SOUTH ALONG HIGHWAY 17 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DF1600'DIRT COUNTY ROAD 134 CROSSING. CONTINUE GOING SOUTH ALONG HIGHWAY 17
 DF1600'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT. THE STATION IS FLUSH
 DF1600'WITH THE GROUND.  LOCATED 179 FT (54.6 M) NORTH-NORTHWEST OF THE POINT
 DF1600'OF INTERSECTION OF THE CENTERLINE OF COUNTY ROAD 96 TO THE NORTH AND
 DF1600'THE EASTERN EDGE OF HIGHWAY 17 PAVEMENT, 75.6 FT (23.0 M)
 DF1600'SOUTH-SOUTHEAST OF A POWER POLE, 71.5 FT (21.8 M) EAST-NORTHEAST OF
 DF1600'THE SOUTH END OF AN 18-INCH CONCRETE SIDE DRAIN PIPE, 59.7 FT (18.2 M)
 DF1600'NORTH-NORTHWEST OF AN UNDERGROUND PIPELINE CONCRETE POST MARKER, 40 FT
 DF1600'(12.2 M) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 17 AND 2.8 FT
 DF1600'(0.9 M) WEST-SOUTHWEST OF A WITNESS POST.
 DF1600
 DF1600                          STATION RECOVERY (2001)
 DF1600
 DF1600'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1614 ***********************************************************************
 DF1614  DESIGNATION -  BV 149 222 GADT AZ MK
 DF1614  PID         -  DF1614
 DF1614  STATE/COUNTY-  GA/WARREN
 DF1614  USGS QUAD   -  BOWDENS POND (1950)
 DF1614
 DF1614                         *CURRENT SURVEY CONTROL
 DF1614  ___________________________________________________________________
 DF1614* NAD 83(1994)-  33 17 22.95133(N)    082 26 08.23463(W)     ADJUSTED  
 DF1614* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 DF1614  ___________________________________________________________________
 DF1614  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DF1614  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF1614
 DF1614  HORZ ORDER  -  SECOND
 DF1614
 DF1614.The horizontal coordinates were established by classical geodetic methods
 DF1614.and adjusted by the National Geodetic Survey in September 1997..
 DF1614
 DF1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1614
 DF1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1614
 DF1614.The geoid height was determined by GEOID03.
 DF1614
 DF1614;                    North         East     Units Scale Factor Converg.
 DF1614;SPC GA E     -   364,761.173   174,950.312   MT  0.99990773   -0 08 51.4
 DF1614;SPC GA E     - 1,196,720.62    573,982.82   sFT  0.99990773   -0 08 51.4
 DF1614;UTM  17      - 3,684,324.142   366,324.694   MT  0.99982031   -0 47 17.1
 DF1614
 DF1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1614!SPC GA E     -   0.99998168  x   0.99990773  =   0.99988941
 DF1614!UTM  17      -   0.99998168  x   0.99982031  =   0.99980199
 DF1614
 DF1614|---------------------------------------------------------------------|
 DF1614| PID    Reference Object                     Distance      Geod. Az  |
 DF1614|                                                           dddmmss.s |
 DF1614| DF1600 BV 149 222                          355.658 METERS 34144     |
 DF1614|---------------------------------------------------------------------|
 DF1614
 DF1614                          SUPERSEDED SURVEY CONTROL
 DF1614
 DF1614  NAD 83(1986)-  33 17 22.95681(N)    082 26 08.23192(W) AD(       ) 2
 DF1614  NAD 27      -  33 17 22.44053(N)    082 26 08.77947(W) AD(       ) 2
 DF1614  NGVD 29 (07/19/86)  145.9    (m)          479.     (f) VERT ANG       
 DF1614
 DF1614.Superseded values are not recommended for survey control.
 DF1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1614.See file dsdata.txt to determine how the superseded data were derived.
 DF1614
 DF1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS6632584324(NAD 83)
 DF1614_MARKER: DD = SURVEY DISK
 DF1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1614+STABILITY: SURFACE MOTION
 DF1614
 DF1614  HISTORY     - Date     Condition        Report By
 DF1614  HISTORY     - 1980     MONUMENTED       GADT
 DF1614
 DF1614                          STATION DESCRIPTION
 DF1614
 DF1614'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (WRN)
 DF1614'THE STATION IS LOCATED ABOUT 9.75 KM (6 MI) NORTH-NORTHWEST OF
 DF1614'WRENS, 22 KM (13-3/4 MI) WEST OF BLYTHE, AND 17.9 KM (11 MI)
 DF1614'SOUTHWEST OF HARLEM.
 DF1614'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1614'
 DF1614'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 CONNECTOR
 DF1614'AND STATE ROUTE 17 ABOUT 12.1 KM (7-1/2 MI) NORTH OF STAPLETON,
 DF1614'GO SOUTH ALONG STATE ROUTE 17 FOR 1.3 KM (0.8 MI) TO THE JUNCTION
 DF1614'OF DIRT COUNTY ROAD 106 CROSSING.  CONTINUE GOING SOUTH ALONG
 DF1614'STATE ROUTE 17 FOR 1.15 KM (0.7 MI) TO THE JUNCTION OF DIRT
 DF1614'COUNTY ROAD 134 CROSSING.  CONTINUE GOING SOUTH ALONG STATE ROUTE
 DF1614'17 FOR 1.4 KM (0.85 MI) TO THE STATION ON THE LEFT.
 DF1614'
 DF1614'THE STATION IS A STANDARD GADT DISK
 DF1614'STAMPED---149-222 1976 AZ MK---,
 DF1614'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 DF1614'RECESSED 5.1 CM BELOW THE GROUND.  IT IS LOCATED
 DF1614'16.00 METERS (52.50 FT) SOUTHWEST FROM THE CENTERLINE OF STATE
 DF1614'ROUTE 17,
 DF1614'5.36 METERS (17.60 FT) SOUTHEAST FROM THE CENTERLINE OF COUNTY
 DF1614'ROAD 100,
 DF1614'10.05 METERS (33.00 FT) NORTH-NORTHWEST FROM A 6 INCH TWIN CEDAR
 DF1614'TREE,
 DF1614'36.80 METERS (120.8 FT) SOUTH-SOUTHWEST FROM AN UNDERGROUND
 DF1614'PIPELINE CONCRETE POST MARKER ON THE EAST QUADRANT OF THE
 DF1614'INTERSECTION, AND
 DF1614'1.03 METERS (3.400 FT) NORTHEAST FROM A WITNESS POST.
 DF1614'
 DF1614'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WARREN
 DF1614'COUNTY GA. 1974.  REVISED OCTOBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1659 ***********************************************************************
 DF1659  DESIGNATION -  BV 149 225
 DF1659  PID         -  DF1659
 DF1659  STATE/COUNTY-  GA/WARREN
 DF1659  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1659
 DF1659                         *CURRENT SURVEY CONTROL
 DF1659  ___________________________________________________________________
 DF1659* NAD 83(1994)-  33 17 45.00219(N)    082 41 28.59436(W)     ADJUSTED  
 DF1659* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 DF1659  ___________________________________________________________________
 DF1659  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DF1659  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DF1659
 DF1659  HORZ ORDER  -  SECOND
 DF1659
 DF1659.The horizontal coordinates were established by classical geodetic methods
 DF1659.and adjusted by the National Geodetic Survey in September 1997..
 DF1659
 DF1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1659
 DF1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1659
 DF1659.The geoid height was determined by GEOID03.
 DF1659
 DF1659;                    North         East     Units Scale Factor Converg.
 DF1659;SPC GA E     -   365,530.974   151,142.432   MT  0.99992942   -0 17 16.8
 DF1659;SPC GA E     - 1,199,246.20    495,873.13   sFT  0.99992942   -0 17 16.8
 DF1659;UTM  17      - 3,685,359.998   342,528.230   MT  0.99990574   -0 55 43.1
 DF1659
 DF1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1659!SPC GA E     -   0.99997758  x   0.99992942  =   0.99990700
 DF1659!UTM  17      -   0.99997758  x   0.99990574  =   0.99988332
 DF1659
 DF1659:                Primary Azimuth Mark                     Grid Az
 DF1659:SPC GA E     -  MITCHELL ATT MICROWAVE                   184 33 40.7
 DF1659:UTM  17      -  MITCHELL ATT MICROWAVE                   185 12 07.0
 DF1659
 DF1659|---------------------------------------------------------------------|
 DF1659| PID    Reference Object                     Distance      Geod. Az  |
 DF1659|                                                           dddmmss.s |
 DF1659| DF1727 MITCHELL ATT MICROWAVE              APPROX. 6.0 KM 1841623.9 |
 DF1659|---------------------------------------------------------------------|
 DF1659
 DF1659                          SUPERSEDED SURVEY CONTROL
 DF1659
 DF1659  NAD 83(1986)-  33 17 45.00712(N)    082 41 28.59239(W) AD(       ) 2
 DF1659  NAD 27      -  33 17 44.48857(N)    082 41 29.11183(W) AD(       ) 2
 DF1659  NGVD 29 (07/19/86)  171.5    (m)          563.     (f) VERT ANG       
 DF1659
 DF1659.Superseded values are not recommended for survey control.
 DF1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1659.See file dsdata.txt to determine how the superseded data were derived.
 DF1659
 DF1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4252885360(NAD 83)
 DF1659_MARKER: DD = SURVEY DISK
 DF1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1659
 DF1659  HISTORY     - Date     Condition        Report By
 DF1659  HISTORY     - 1976     MONUMENTED       GADT
 DF1659
 DF1659                          STATION DESCRIPTION
 DF1659
 DF1659'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1659'THE STATION IS ABOUT 5 MILES EAST OF JEWELL, 7-1/2 MILES EAST
 DF1659'SOUTHEAST OF MAYFIELD, AND 5-1/2 MILES NORTH OF MITCHELL ON THE
 DF1659'PROPERTY OF MR. JAMES A. POOLE.
 DF1659'
 DF1659'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 16 AND
 DF1659'123 LOCATED APPROXIMATELY 2 MILES EAST OF JEWELL, GO SOUTH ALONG
 DF1659'STATE ROUTE 123 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD
 DF1659'92187 CROSSING. TURN LEFT GOING EAST ALONG COUNTY ROAD 92187 FOR
 DF1659'1.0 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 66 CROSSING.
 DF1659'CONTINUE GOING EAST ALONG COUNTY ROAD 92187 FOR 1.15 MILES TO
 DF1659'THE JUNCTION OF PAVED COUNTY ROAD 91097 CROSSING. CONTINUE
 DF1659'GOING EAST ALONG COUNTY ROAD 92187 FOR 1.0 MILE TO THE AZIMUTH
 DF1659'MARK ON THE RIGHT. CONTINUE GOING EAST ALONG COUNTY ROAD
 DF1659'92187 FOR 0.1 MILE TO THE STATION ON THE LEFT. PACK TO THE
 DF1659'STATION UNLESS PERMISSION TO DRIVE IN FIELD IS GRANTED BY
 DF1659'MR. POOLE WHO RESIDES IN A HOUSE NORTHWEST OF THE AZIMUTH
 DF1659'MARK.
 DF1659'
 DF1659'THE STATION IS LOCATED 287 FEET NORTH-NORTHWEST OF THE CENTER
 DF1659'LINE OF THE ROAD ALONG A FENCELINE TO THE NORTH-NORTHWEST, 1.7
 DF1659'FEET WEST-SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE,
 DF1659'220.0 FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 201.0 FEET
 DF1659'NORTHEAST OF A POWER POLE, 194.0 FEET EAST-NORTHEAST OF A 4
 DF1659'INCH WILD CHERRY TREE, AND 31.0 FEET SOUTH-SOUTHWEST OF AN 8
 DF1659'DISK STAMPED---149-225 1976---, SET IN THE TOP OF A 10 INCH
 DF1659'CYLINDRICAL CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE
 DF1659'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1659'STAMPED---149-225 1976---, SET IN THE TOP OF A 5 INCH
 DF1659'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.84 METER BELOW
 DF1659'THE SURFACE OF THE GROUND.
 DF1659'
 DF1659'THE AZIMUTH MARK IS LOCATED 37.8 FEET SOUTH-SOUTHEAST OF THE
 DF1659'CENTERLINE OF THE ROAD, 175.0 FEET EAST-NORTHEAST OF A FENCE
 DF1659'CORNER POST AT AN OBLIQUE JUNCTION OF FENCELINE, 106.3 FEET
 DF1659'NORTH-NORTHEAST OF A POWER POLE, 7.9 FEET WEST OF A 5 INCH
 DF1659'CEDAR TREE IN A FENCELINE, 67.8 FEET WEST OF A 6 INCH CEDAR
 DF1659'TREE, AND 3.0 FEET NORTH-NORTHWEST OF A WITNESS POST SET AT
 DF1659'THE FENCE LINE. IT IS A STANDARD DISK STAMPED---149-225 1976
 DF1659'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1659'3 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1659'
 DF1659'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1665 ***********************************************************************
 DF1665  DESIGNATION -  BV 149 226
 DF1665  PID         -  DF1665
 DF1665  STATE/COUNTY-  GA/WARREN
 DF1665  USGS QUAD   -  BEALL SPRINGS (1981)
 DF1665
 DF1665                         *CURRENT SURVEY CONTROL
 DF1665  ___________________________________________________________________
 DF1665* NAD 83(1994)-  33 16 47.47754(N)    082 44 12.34131(W)     ADJUSTED  
 DF1665* NAVD 88     -       152.8    (meters)     501.     (feet)  VERTCON   
 DF1665  ___________________________________________________________________
 DF1665  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DF1665  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DF1665
 DF1665  HORZ ORDER  -  SECOND
 DF1665
 DF1665.The horizontal coordinates were established by classical geodetic methods
 DF1665.and adjusted by the National Geodetic Survey in September 1997..
 DF1665
 DF1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1665
 DF1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1665
 DF1665.The geoid height was determined by GEOID03.
 DF1665
 DF1665;                    North         East     Units Scale Factor Converg.
 DF1665;SPC GA E     -   363,781.100   146,896.598   MT  0.99993476   -0 18 46.2
 DF1665;SPC GA E     - 1,193,505.16    481,943.26   sFT  0.99993476   -0 18 46.2
 DF1665;UTM  17      - 3,683,657.728   338,263.177   MT  0.99992252   -0 57 11.6
 DF1665
 DF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1665!SPC GA E     -   0.99998047  x   0.99993476  =   0.99991523
 DF1665!UTM  17      -   0.99998047  x   0.99992252  =   0.99990299
 DF1665
 DF1665:                Primary Azimuth Mark                     Grid Az
 DF1665:SPC GA E     -  BV 149 226 AZ MK                         223 44 39.9
 DF1665:UTM  17      -  BV 149 226 AZ MK                         224 23 05.3
 DF1665
 DF1665|---------------------------------------------------------------------|
 DF1665| PID    Reference Object                     Distance      Geod. Az  |
 DF1665|                                                           dddmmss.s |
 DF1665| DF2948 BV 149 226 AZ MK                                   2232553.7 |
 DF1665|---------------------------------------------------------------------|
 DF1665
 DF1665                          SUPERSEDED SURVEY CONTROL
 DF1665
 DF1665  NAD 83(1986)-  33 16 47.48244(N)    082 44 12.33930(W) AD(       ) 2
 DF1665  NAD 27      -  33 16 46.96192(N)    082 44 12.85394(W) AD(       ) 2
 DF1665  NGVD 29 (07/19/86)  153.0    (m)          502.     (f) VERT ANG       
 DF1665
 DF1665.Superseded values are not recommended for survey control.
 DF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1665.See file dsdata.txt to determine how the superseded data were derived.
 DF1665
 DF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3826383658(NAD 83)
 DF1665_MARKER: DD = SURVEY DISK
 DF1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1665
 DF1665  HISTORY     - Date     Condition        Report By
 DF1665  HISTORY     - 1976     MONUMENTED       GADT
 DF1665
 DF1665                          STATION DESCRIPTION
 DF1665
 DF1665'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1665'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF JEWELL, 4-1/2
 DF1665'MILES NORTH-NORTHWEST OF MITCHELL, 6-1/2 MILES SOUTHEAST OF
 DF1665'MAYFIELD ON COUNTY RIGHT OF WAY.
 DF1665'
 DF1665'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 16 AND
 DF1665'123 LOCATED APPROXIMATELY 2 MILES EAST OF JEWELL, GO SOUTH ALONG
 DF1665'STATE ROUTE 123 FOR 0.6 MILE TO THE JUNCTION OF COUNTY ROAD
 DF1665'92187 CROSSING. TURN LEFT GOING EAST ALONG COUNTY ROAD 92187
 DF1665'FOR 1.0 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 66 CROSSING.
 DF1665'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 66 FOR 1.0 MILE TO
 DF1665'THE JUNCTION OF DIRT COUNTY ROAD 65 FORKING TO THE LEFT.
 DF1665'CONTINUE GOING SOUTHWEST ALONG COUNTY ROAD 66 FOR 0.1 MILE TO
 DF1665'THE STATION ON THE RIGHT.
 DF1665'
 DF1665'THE STATION IS LOCATED 27.5 FEET NORTHWEST OF THE CENTERLINE OF
 DF1665'THE ROAD, 257.7 FEET NORTHEAST OF A RIGHT OF WAY MARKER, 148.2
 DF1665'FEET SOUTHWEST OF ANOTHER RIGHT OF WAY MARKER, 21.6 FEET SOUTH
 DF1665'OF A FORKED PINE TREE, 184.5 FEET WEST-SOUTHWEST OF A FENCE
 DF1665'CORNER POST ON THE SOUTHEAST SIDE OF THE ROAD, 162.5 FEET WEST
 DF1665'OF A RIGHT OF WAY MARKER ON THE SOUTHEAST SIDE OF THE ROAD, 72.2
 DF1665'FEET NORTH-NORTHWEST OF A POWER POLE ON THE SOUTHEAST SIDE OF
 DF1665'THE ROAD, AND 4.5 FEET EAST-SOUTHEAST OF A WITNESS POST. IT IS
 DF1665'A STANDARD BRASS DISK STAMPED---149-226 1976---, SET IN THE TOP
 DF1665'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1665'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1665'BRASS DISK STAMPED---149-226 1976---, SET IN THE TOP OF A 5
 DF1665'INCH CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.92
 DF1665'METER BELOW THE SURFACE OF THE GROUND.
 DF1665'
 DF1665'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1665'SOUTHWEST ALONG COUNTY ROAD 66 FOR 0.2 MILE TO THE AZIMUTH MARK
 DF1665'ON THE RIGHT. IT IS LOCATED 34.5 FEET NORTHWEST OF THE CENTER
 DF1665'LINE OF THE ROAD, 7.8 FEET EAST-NORTHEAST OF A POWER POLE, 89.6
 DF1665'FEET WEST OF THE SOUTH END OF AN 18 INCH CULVERT PIPE UNDER A
 DF1665'DRIVEWAY TO THE SOUTHEAST, 130.5 FEET NORTH OF A RIGHT OF WAY
 DF1665'MARKER ON THE SOUTHERN SIDE OF THE ROAD, AND 2.3 FEET SOUTHEAST
 DF1665'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---149-226
 DF1665'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1665'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1665'
 DF1665'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1737 ***********************************************************************
 DF1737  DESIGNATION -  BV 150 200
 DF1737  PID         -  DF1737
 DF1737  STATE/COUNTY-  GA/WASHINGTON
 DF1737  USGS QUAD   -  WARTHEN NE (1960)
 DF1737
 DF1737                         *CURRENT SURVEY CONTROL
 DF1737  ___________________________________________________________________
 DF1737* NAD 83(1994)-  33 14 17.40324(N)    082 46 40.11795(W)     ADJUSTED  
 DF1737* NAVD 88     -       152.5    (meters)     500.     (feet)  VERTCON   
 DF1737  ___________________________________________________________________
 DF1737  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF1737  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF1737
 DF1737  HORZ ORDER  -  SECOND
 DF1737
 DF1737.The horizontal coordinates were established by classical geodetic methods
 DF1737.and adjusted by the National Geodetic Survey in September 1997..
 DF1737
 DF1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1737
 DF1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1737
 DF1737.The geoid height was determined by GEOID03.
 DF1737
 DF1737;                    North         East     Units Scale Factor Converg.
 DF1737;SPC GA E     -   359,179.586   143,045.843   MT  0.99993998   -0 20 06.0
 DF1737;SPC GA E     - 1,178,408.36    469,309.57   sFT  0.99993998   -0 20 06.0
 DF1737;UTM  17      - 3,679,099.547   334,361.288   MT  0.99993828   -0 58 28.8
 DF1737
 DF1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1737!SPC GA E     -   0.99998051  x   0.99993998  =   0.99992049
 DF1737!UTM  17      -   0.99998051  x   0.99993828  =   0.99991879
 DF1737
 DF1737|---------------------------------------------------------------------|
 DF1737| PID    Reference Object                     Distance      Geod. Az  |
 DF1737|                                                           dddmmss.s |
 DF1737| DF1736 BV 150 201                          386.538 METERS 17404     |
 DF1737| DF2949 BV 150 200 AZ MK                                   3384520.0 |
 DF1737|---------------------------------------------------------------------|
 DF1737
 DF1737                          SUPERSEDED SURVEY CONTROL
 DF1737
 DF1737  NAD 83(1986)-  33 14 17.40796(N)    082 46 40.11608(W) AD(       ) 2
 DF1737  NAD 27      -  33 14 16.88295(N)    082 46 40.62339(W) AD(       ) 2
 DF1737  NGVD 29 (07/19/86)  152.7    (m)          501.     (f) VERT ANG       
 DF1737
 DF1737.Superseded values are not recommended for survey control.
 DF1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1737.See file dsdata.txt to determine how the superseded data were derived.
 DF1737
 DF1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3436179100(NAD 83)
 DF1737_MARKER: DS = TRIANGULATION STATION DISK
 DF1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1737
 DF1737  HISTORY     - Date     Condition        Report By
 DF1737  HISTORY     - 1976     MONUMENTED       GADT
 DF1737
 DF1737                          STATION DESCRIPTION
 DF1737
 DF1737'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1737'THE STATION IS ABOUT 4-1/4 MILES SOUTH OF JEWELL, 4-1/4 MILES
 DF1737'WEST-NORTHWEST OF MITCHELL, AND 9-1/4 MILES NORTH OF WARTHEN
 DF1737'ON STATE RIGHT OF WAY.
 DF1737'
 DF1737'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1737'STATE ROUTE 248 IN JEWELL, GO SOUTH ALONG STATE ROUTE 248 FOR
 DF1737'3.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91098 CROSSING.
 DF1737'CONTINUE GOING SOUTH ALONG STATE ROUTE 248 FOR 0.05 MILE TO THE
 DF1737'AZIMUTH MARK ON THE LEFT. CONTINUE GOING SOUTH ALONG STATE
 DF1737'ROUTE 248 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF1737'
 DF1737'THE STATION IS LOCATED 43 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1737'OF THE ROAD, 100.0 FEET SOUTH-SOUTHEAST OF THE WESTERN MOST
 DF1737'POST OF A HANCOCK COUNTY LINE SIGN, 102 FEET SOUTHEAST OF THE
 DF1737'POINT OF INTERSECTION OF THE CENTER LINES OF STATE ROUTE 248
 DF1737'AND DIRT COUNTY ROAD 47, 168.0 FEET SOUTHEAST OF A 30 INCH OAK
 DF1737'TREE IN THE NORTHWEST QUADRANT OF THE JUNCTION OF THE HIGHWAY
 DF1737'AND ROAD, 101.4 FEET EAST-SOUTHEAST OF A FENCE CORNER POST IN
 DF1737'THE SOUTHWEST QUADRANT OF THE JUNCTION, AND 3.2 FEET WEST OF A
 DF1737'WITNESS POST SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF1737'STAMPED---150-200 1976---, SET IN THE TOP OF A 10 INCH
 DF1737'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1737'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1737'STAMPED---150-200 1976---, SET IN THE TOP OF A 5 INCH
 DF1737'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.92 METER
 DF1737'BELOW THE SURFACE OF THE GROUND.
 DF1737'
 DF1737'THE AZIMUTH MARK IS LOCATED 34 FEET EAST-NORTHEAST OF THE
 DF1737'CENTERLINE OF THE HIGHWAY, 52.4 FEET NORTH OF THE NORTHWEST END
 DF1737'OF AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE
 DF1737'NORTHEAST, 110.0 FEET NORTHWEST OF THE WESTERN CORNER OF AN OLD
 DF1737'HOUSE, 4.5 FEET WEST-SOUTHWEST OF A POWER POLE, AND 3.2 FEET
 DF1737'WEST-SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1737'STAMPED---150-200 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1737'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 DF1737'GROUND.
 DF1737'
 DF1737'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1736 ***********************************************************************
 DF1736  DESIGNATION -  BV 150 201
 DF1736  PID         -  DF1736
 DF1736  STATE/COUNTY-  GA/WASHINGTON
 DF1736  USGS QUAD   -  WARTHEN NE (1960)
 DF1736
 DF1736                         *CURRENT SURVEY CONTROL
 DF1736  ___________________________________________________________________
 DF1736* NAD 83(1994)-  33 14 04.92369(N)    082 46 38.57549(W)     ADJUSTED  
 DF1736* NAVD 88     -       153.5    (meters)     504.     (feet)  VERTCON   
 DF1736  ___________________________________________________________________
 DF1736  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF1736  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF1736
 DF1736  HORZ ORDER  -  SECOND
 DF1736
 DF1736.The horizontal coordinates were established by classical geodetic methods
 DF1736.and adjusted by the National Geodetic Survey in September 1997..
 DF1736
 DF1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1736
 DF1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1736
 DF1736.The geoid height was determined by GEOID03.
 DF1736
 DF1736;                    North         East     Units Scale Factor Converg.
 DF1736;SPC GA E     -   358,794.912   143,083.527   MT  0.99993993   -0 20 05.0
 DF1736;SPC GA E     - 1,177,146.31    469,433.20   sFT  0.99993993   -0 20 05.0
 DF1736;UTM  17      - 3,678,714.478   334,394.675   MT  0.99993814   -0 58 27.7
 DF1736
 DF1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1736!SPC GA E     -   0.99998035  x   0.99993993  =   0.99992028
 DF1736!UTM  17      -   0.99998035  x   0.99993814  =   0.99991849
 DF1736
 DF1736:                Primary Azimuth Mark                     Grid Az
 DF1736:SPC GA E     -  MITCHELL ATT MICROWAVE                   084 35 09.3
 DF1736:UTM  17      -  MITCHELL ATT MICROWAVE                   085 13 32.0
 DF1736
 DF1736|---------------------------------------------------------------------|
 DF1736| PID    Reference Object                     Distance      Geod. Az  |
 DF1736|                                                           dddmmss.s |
 DF1736| DF1727 MITCHELL ATT MICROWAVE              APPROX. 7.6 KM 0841504.3 |
 DF1736| DF2950 BV 150 201 AZ MK                                   1510411.6 |
 DF1736| DF1737 BV 150 200                          386.538 METERS 35404     |
 DF1736|---------------------------------------------------------------------|
 DF1736
 DF1736                          SUPERSEDED SURVEY CONTROL
 DF1736
 DF1736  NAD 83(1986)-  33 14 04.92842(N)    082 46 38.57361(W) AD(       ) 2
 DF1736  NAD 27      -  33 14 04.40310(N)    082 46 39.08095(W) AD(       ) 2
 DF1736  NGVD 29 (07/19/86)  153.7    (m)          504.     (f) VERT ANG       
 DF1736
 DF1736.Superseded values are not recommended for survey control.
 DF1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1736.See file dsdata.txt to determine how the superseded data were derived.
 DF1736
 DF1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3439578714(NAD 83)
 DF1736_MARKER: DD = SURVEY DISK
 DF1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1736
 DF1736  HISTORY     - Date     Condition        Report By
 DF1736  HISTORY     - 1976     MONUMENTED       GADT
 DF1736
 DF1736                          STATION DESCRIPTION
 DF1736
 DF1736'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1736'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF JEWELL, 4-1/2 MILES
 DF1736'WEST-NORTHWEST OF MITCHELL, AND 9-1/2 MILES NORTH OF WARTHEN ON
 DF1736'STATE RIGHT OF WAY.
 DF1736'
 DF1736'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 DF1736'STATE ROUTE 248 IN JEWELL, GO SOUTH ALONG STATE ROUTE 248 FOR
 DF1736'3.85 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91098 CROSSING.
 DF1736'CONTINUE GOING SOUTH ALONG STATE ROUTE 248 FOR 0.6 MILE TO THE
 DF1736'STATION ON THE RIGHT.
 DF1736'
 DF1736'THE STATION IS LOCATED 40.5 FEET WEST-SOUTHWEST OF THE CENTER
 DF1736'LINE OF THE HIGHWAY, 37.0 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 DF1736'256.5 FEET SOUTH-SOUTHEAST OF THE SOUTHERN MOST POST AND HINGE
 DF1736'POST OF A GATE, 66.0 FEET WEST-SOUTHWEST OF THE NORTHERN END
 DF1736'OF AN 18 INCH CONCRETE CULVERT UNDER A FIELD ROAD ON THE EAST
 DF1736'SIDE OF THE HIGHWAY, AND 3.7 FEET EAST-NORTHEAST OF A WITNESS
 DF1736'POST SET AT A FENCELINE. IT IS A STANDARD BRASS DISK
 DF1736'STAMPED---150-201 1976---, SET AT THE TOP OF A 10 INCH
 DF1736'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1736'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1736'STAMPED---150-201 1976---, SET IN THE TOP OF A 5 INCH
 DF1736'CYLINDRICAL CONCRETE BLOCK APPROXIMATELY 0.91 METER BELOW
 DF1736'THE SURFACE OF THE GROUND.
 DF1736'
 DF1736'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 DF1736'ALONG STATE ROUTE 248 FOR 0.25 MILE TO THE MARK ON THE LEFT. IT
 DF1736'IS LOCATED 38 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 DF1736'19.3 FEET NORTHWEST OF A RIGHT OF WAY MARKER, 45.4 FEET
 DF1736'SOUTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE CULVERT UNDER
 DF1736'A FIELD ACCESS ROAD TO THE NORTHEAST, 121.5 FEET EAST-SOUTHEAST
 DF1736'OF THE SOUTHERN END OF AN 18 INCH CONCRETE CULVERT UNDER A
 DF1736'FIELD ACCESS ROAD TO THE SOUTHWEST, 119.0 FEET EAST OF A FENCE
 DF1736'CORNER POST AT THE JUNCTION OF CHAIN-LINK AND BARBED WIRE ON
 DF1736'THE WEST SIDE OF THE ROAD, AND 1.9 FEET SOUTHWEST OF A
 DF1736'WITNESS POST SET AT A FENCELINE. IT IS A STANDARD DISK
 DF1736'STAMPED---150-201 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1736'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DF1736'GROUND.
 DF1736'
 DF1736'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1735 ***********************************************************************
 DF1735  DESIGNATION -  BV 150 202
 DF1735  PID         -  DF1735
 DF1735  STATE/COUNTY-  GA/WASHINGTON
 DF1735  USGS QUAD   -  WARTHEN NE (1960)
 DF1735
 DF1735                         *CURRENT SURVEY CONTROL
 DF1735  ___________________________________________________________________
 DF1735* NAD 83(1994)-  33 12 07.89564(N)    082 45 26.91390(W)     ADJUSTED  
 DF1735* NAVD 88     -       141.1    (meters)     463.     (feet)  VERTCON   
 DF1735  ___________________________________________________________________
 DF1735  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DF1735  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DF1735
 DF1735  HORZ ORDER  -  SECOND
 DF1735
 DF1735.The horizontal coordinates were established by classical geodetic methods
 DF1735.and adjusted by the National Geodetic Survey in September 1997..
 DF1735
 DF1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1735
 DF1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1735
 DF1735.The geoid height was determined by GEOID03.
 DF1735
 DF1735;                    North         East     Units Scale Factor Converg.
 DF1735;SPC GA E     -   355,179.149   144,918.355   MT  0.99993740   -0 19 24.7
 DF1735;SPC GA E     - 1,165,283.59    475,452.97   sFT  0.99993740   -0 19 24.7
 DF1735;UTM  17      - 3,675,078.480   336,189.035   MT  0.99993085   -0 57 45.4
 DF1735
 DF1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1735!SPC GA E     -   0.99998230  x   0.99993740  =   0.99991970
 DF1735!UTM  17      -   0.99998230  x   0.99993085  =   0.99991315
 DF1735
 DF1735:                Primary Azimuth Mark                     Grid Az
 DF1735:SPC GA E     -  BV 150 202 AZ MK                         300 57 56.4
 DF1735:UTM  17      -  BV 150 202 AZ MK                         301 36 17.1
 DF1735
 DF1735|---------------------------------------------------------------------|
 DF1735| PID    Reference Object                     Distance      Geod. Az  |
 DF1735|                                                           dddmmss.s |
 DF1735| DF2951 BV 150 202 AZ MK                                   3003831.7 |
 DF1735|---------------------------------------------------------------------|
 DF1735
 DF1735                          SUPERSEDED SURVEY CONTROL
 DF1735
 DF1735  NAD 83(1986)-  33 12 07.90055(N)    082 45 26.91213(W) AD(       ) 2
 DF1735  NAD 27      -  33 12 07.37111(N)    082 45 27.41996(W) AD(       ) 2
 DF1735  NGVD 29 (07/19/86)  141.3    (m)          464.     (f) VERT ANG       
 DF1735
 DF1735.Superseded values are not recommended for survey control.
 DF1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1735.See file dsdata.txt to determine how the superseded data were derived.
 DF1735
 DF1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3618975078(NAD 83)
 DF1735_MARKER: DD = SURVEY DISK
 DF1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1735
 DF1735  HISTORY     - Date     Condition        Report By
 DF1735  HISTORY     - 1976     MONUMENTED       GADT
 DF1735
 DF1735                          STATION DESCRIPTION
 DF1735
 DF1735'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1735'THE STATION IS ABOUT 3-1/2 MILES WEST-SOUTHWEST OF MITCHELL,
 DF1735'6-3/4 MILES SOUTH OF JEWELL, AND 7-1/2 MILES NORTH-NORTHEAST OF
 DF1735'WARTHEN ON COUNTY RIGHT OF WAY.
 DF1735'
 DF1735'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MITCHELL, GO
 DF1735'SOUTHWEST ALONG STATE ROUTE 102 FOR 0.1 MILE TO THE JUNCTION
 DF1735'OF PAVED COUNTY ROAD 91255 (LOUISVILLE-MITCHELL ROAD) TO THE
 DF1735'LEFT, AND STATE ROUTE 123 TO THE RIGHT. CONTINUE GOING SOUTHWEST
 DF1735'ALONG STATE ROUTE 102 FOR 2 MILES TO THE JUNCTION OF PAVED
 DF1735'COUNTY ROAD 90789 (HAMBURGH-AGRICOLA ROAD) TO THE RIGHT. TURN
 DF1735'RIGHT GOING WESTERLY ALONG COUNTY ROAD 90789 FOR 1.4 MILES TO
 DF1735'THE JUNCTION OF DIRT COUNTY ROAD 74 TO THE RIGHT. CONTINUE
 DF1735'GOING NORTHWEST ALONG COUNTY ROAD 90789 FOR 0.95 MILE TO THE
 DF1735'STATION ON THE RIGHT.
 DF1735'
 DF1735'THE STATION IS LOCATED 46 FEET NORTHEAST OF THE CENTERLINE OF
 DF1735'THE ROAD, 79.5 FEET EAST OF THE SOUTHEAST END OF AN 18 INCH
 DF1735'CONCRETE CULVERT PIPE UNDER A FIELD ROAD AND DRIVEWAY TO AN OLD
 DF1735'HOUSE TO THE SOUTHWEST, 53.2 FEET EAST-SOUTHEAST OF THE
 DF1735'SOUTHEAST END OF ANOTHER 18 INCH CONCRETE CULVERT UNDER A FIELD
 DF1735'ROAD TO THE NORTHEAST, 241.6 FEET WEST-NORTHWEST OF A RIGHT OF
 DF1735'WAY MARKER, 14.2 FEET WEST OF A 12 INCH PINE TREE, AND 2.5 FEET
 DF1735'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1735'STAMPED---150-202 1976---, SET IN THE TOP OF A 10 INCH
 DF1735'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1735'GROUND WITH FERROUS METAL RODS EMBEDDED. THE UNDERGROUND
 DF1735'STATION IS A STANDARD DISK STAMPED---150-202 1976---, SET
 DF1735'IN THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.94
 DF1735'METER BELOW THE SURFACE OF THE GROUND.
 DF1735'
 DF1735'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 DF1735'COUNTY ROAD 90789 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DF1735'IT IS LOCATED 54 FEET NORTH-NORTHEAST OF THE ROAD CENTERLINE,
 DF1735'282.8 FEET WEST-NORTHWEST OF THE NORTH END OF A 60 INCH CONCRETE
 DF1735'CULVERT WITH A HEAD WALL UNDER THE ROAD, 36.8 FEET WEST OF A 4
 DF1735'INCH OAK TREE, 24.0 FEET SOUTH-SOUTHEAST OF A 24 INCH PINE TREE
 DF1735'(LARGEST IN THE AREA), 63.5 FEET EAST OF A 10 INCH PINE TREE
 DF1735'WITH A PAINTED WHITE BAND, AND 2.8 FEET SOUTH-SOUTHWEST OF A
 DF1735'WITNESS POST. IT IS A STANDARD DISK STAMPED---150-202 1976
 DF1735'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1735'POST 3 INCHES ABOVE THE SURFACE OF THE GROUND WITH FERROUS
 DF1735'METAL RODS EMBEDDED.
 DF1735'
 DF1735'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2273 ***********************************************************************
 DF2273  DESIGNATION -  BV 150 203
 DF2273  PID         -  DF2273
 DF2273  STATE/COUNTY-  GA/WASHINGTON
 DF2273  USGS QUAD   -  FRIENDSHIP (1972)
 DF2273
 DF2273                         *CURRENT SURVEY CONTROL
 DF2273  ___________________________________________________________________
 DF2273* NAD 83(1994)-  33 01 08.09651(N)    083 02 29.95673(W)     ADJUSTED  
 DF2273* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 DF2273  ___________________________________________________________________
 DF2273  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DF2273  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF2273
 DF2273  HORZ ORDER  -  SECOND
 DF2273
 DF2273.The horizontal coordinates were established by classical geodetic methods
 DF2273.and adjusted by the National Geodetic Survey in September 1997..
 DF2273
 DF2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2273
 DF2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2273
 DF2273.The geoid height was determined by GEOID03.
 DF2273
 DF2273;                    North         East     Units Scale Factor Converg.
 DF2273;SPC GA E     -   335,039.157   118,253.888   MT  0.99998237   -0 28 36.6
 DF2273;SPC GA E     - 1,099,207.63    387,971.30   sFT  0.99998237   -0 28 36.6
 DF2273;UTM  17      - 3,655,235.847   309,301.317   MT  1.00004841   -1 06 46.3
 DF2273
 DF2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2273!SPC GA E     -   0.99998166  x   0.99998237  =   0.99996403
 DF2273!UTM  17      -   0.99998166  x   1.00004841  =   1.00003007
 DF2273
 DF2273|---------------------------------------------------------------------|
 DF2273| PID    Reference Object                     Distance      Geod. Az  |
 DF2273|                                                           dddmmss.s |
 DF2273| DF2274 BV 150 203 GADT PTA                  14.198 METERS 22554     |
 DF2273| DF2290 MILLEDGEVILLE CSH S TANK            APPROX.15.0 KM 2721516.1 |
 DF2273| DF3371 BV 150 203 AZ MK                                   2752648.6 |
 DF2273|---------------------------------------------------------------------|
 DF2273
 DF2273                          SUPERSEDED SURVEY CONTROL
 DF2273
 DF2273  NAD 83(1986)-  33 01 08.10088(N)    083 02 29.95421(W) AD(       ) 2
 DF2273  NAD 27      -  33 01 07.55757(N)    083 02 30.42737(W) AD(       ) 2
 DF2273  NGVD 29 (07/19/86)  145.     (m)          476.     (f) VERT ANG       
 DF2273
 DF2273.Superseded values are not recommended for survey control.
 DF2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2273.See file dsdata.txt to determine how the superseded data were derived.
 DF2273
 DF2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0930155236(NAD 83)
 DF2273_MARKER: DD = SURVEY DISK
 DF2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2273_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2273
 DF2273  HISTORY     - Date     Condition        Report By
 DF2273  HISTORY     - 1977     MONUMENTED       GADT
 DF2273
 DF2273                          STATION DESCRIPTION
 DF2273
 DF2273'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 DF2273'THE STATION IS ABOUT 4-1/4 MILES WEST OF DEEPSTEP, 7-1/2 MILES
 DF2273'SOUTH-SOUTHWEST OF LINTON, AND 11-1/2 MILES EAST-SOUTHEAST OF
 DF2273'MILLEDGEVILLE ON THE PROPERTY OF ENGLEHART MINING COMPANY.
 DF2273'
 DF2273'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 22 AND
 DF2273'STATE ROUTE 24 LOCATED APPROXIMATELY 3-1/2 MILES EAST OF
 DF2273'MILLEDGEVILLE, GO SOUTHEAST ALONG STATE ROUTE 24 FOR 3.3 MILES
 DF2273'TO THE JUNCTION OF PAVED COUNTY ROAD 90689 FORKING TO THE LEFT.
 DF2273'TURN LEFT GOING EAST ALONG COUNTY ROAD 90689 FOR 3.3 MILES TO
 DF2273'THE JUNCTION OF PAVED COUNTY ROAD 161 (HARMONY ROAD) TO THE
 DF2273'RIGHT. CONTINUE GOING EAST ALONG COUNTY ROAD 90689 FOR 2.0
 DF2273'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 1 TO THE RIGHT. TURN
 DF2273'RIGHT GOING SOUTH ALONG COUNTY ROAD 1 FOR 1.4 MILES TO THE
 DF2273'JUNCTION OF A GEORGIA POWER LINE CROSSING AND THE AZIMUTH
 DF2273'MARK ON THE LEFT. TURN LEFT GOING EAST ALONG A FIELD ROAD AND
 DF2273'THE POWER LINE FOR 0.1 MILE TO THE STATION STRADDLED BY AN
 DF2273'H-FRAME POWER LINE TOWER.
 DF2273'
 DF2273'THE STATION IS LOCATED 7.1 FEET SOUTH OF THE NORTH POLE OF THE
 DF2273'H-FRAME POWERLINE TOWER, 7.0 FEET NORTH OF THE SOUTH POLE OF
 DF2273'THE TOWER, 101.8 FEET SOUTH-SOUTHWEST OF A 24 INCH OAK TREE,
 DF2273'125.3 FEET SOUTH-SOUTHEAST OF ANOTHER 24 INCH OAK TREE, AND
 DF2273'2.0 FEET EAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF2273'STAMPED---150-203 1977---, SET IN THE TOP OF A 10 INCH
 DF2273'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF2273'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 DF2273'STANDARD DISK STAMPED---150-203 1977---, SET IN THE TOP OF A
 DF2273'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.52 METER BELOW THE
 DF2273'SURFACE OF THE GROUND.
 DF2273'
 DF2273'THE AZIMUTH MARK IS LOCATED 31 FEET EAST OF THE CENTERLINE OF
 DF2273'THE ROAD, 4.0 FEET NORTH OF THE NORTH POLE OF AN H-FRAME POWER
 DF2273'LINE TOWER, 19.0 FEET NORTH OF THE SOUTH POLE OF THE TOWER,
 DF2273'93.1 FEET NORTH OF A 10 AND 24 INCH FORKED OAK TREE, 40.1 FEET
 DF2273'SOUTH OF AN 8 INCH SWEET GUM TREE, AND 2.2 FEET EAST OF A
 DF2273'WITNESS POST. IT IS A STANDARD DISK STAMPED---150-203 1977
 DF2273'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF2273'POST FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS
 DF2273'EMBEDDED.
 DF2273'
 DF2273'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1746 ***********************************************************************
 DF1746  DESIGNATION -  BV 150 204
 DF1746  PID         -  DF1746
 DF1746  STATE/COUNTY-  GA/WASHINGTON
 DF1746  USGS QUAD   -  WARTHEN (1984)
 DF1746
 DF1746                         *CURRENT SURVEY CONTROL
 DF1746  ___________________________________________________________________
 DF1746* NAD 83(1994)-  33 06 14.17188(N)    082 48 18.61205(W)     ADJUSTED  
 DF1746* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 DF1746  ___________________________________________________________________
 DF1746  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DF1746  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DF1746
 DF1746  HORZ ORDER  -  SECOND
 DF1746
 DF1746.The horizontal coordinates were established by classical geodetic methods
 DF1746.and adjusted by the National Geodetic Survey in September 1997..
 DF1746
 DF1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1746
 DF1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1746
 DF1746.The geoid height was determined by GEOID03.
 DF1746
 DF1746;                    North         East     Units Scale Factor Converg.
 DF1746;SPC GA E     -   344,308.724   140,405.329   MT  0.99994377   -0 20 55.4
 DF1746;SPC GA E     - 1,129,619.54    460,646.48   sFT  0.99994377   -0 20 55.4
 DF1746;UTM  17      - 3,664,259.004   331,555.203   MT  0.99994985   -0 59 10.1
 DF1746
 DF1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1746!SPC GA E     -   0.99998155  x   0.99994377  =   0.99992532
 DF1746!UTM  17      -   0.99998155  x   0.99994985  =   0.99993140
 DF1746
 DF1746|---------------------------------------------------------------------|
 DF1746| PID    Reference Object                     Distance      Geod. Az  |
 DF1746|                                                           dddmmss.s |
 DF1746| DF1747 BV 150 204 GADT PTA                  11.117 METERS 27223     |
 DF1746| DF2952 BV 150 204 AZ MK                                   3135527.1 |
 DF1746|---------------------------------------------------------------------|
 DF1746
 DF1746                          SUPERSEDED SURVEY CONTROL
 DF1746
 DF1746  NAD 83(1986)-  33 06 14.17656(N)    082 48 18.60999(W) AD(       ) 2
 DF1746  NAD 27      -  33 06 13.63352(N)    082 48 19.11015(W) AD(       ) 2
 DF1746  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 DF1746
 DF1746.Superseded values are not recommended for survey control.
 DF1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1746.See file dsdata.txt to determine how the superseded data were derived.
 DF1746
 DF1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3155564259(NAD 83)
 DF1746_MARKER: DD = SURVEY DISK
 DF1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1746
 DF1746  HISTORY     - Date     Condition        Report By
 DF1746  HISTORY     - 1976     MONUMENTED       GADT
 DF1746
 DF1746                          STATION DESCRIPTION
 DF1746
 DF1746'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1746'THE STATION IS LOCATED IN WARTHEN ON STATE RIGHT OF WAY.
 DF1746'
 DF1746'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 DF1746'STATE ROUTE 102 IN WARTHEN, GO NORTHWEST ALONG STATE ROUTE 15
 DF1746'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DF1746'
 DF1746'THE STATION IS LOCATED 47 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1746'OF THE HIGHWAY, 30.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 DF1746'AN OLD BARN, 125.8 FEET EAST-NORTHEAST OF A POWER POLE ON THE
 DF1746'WESTERN SIDE OF THE HIGHWAY, 99.0 FEET NORTHEAST OF A 24 INCH
 DF1746'PECAN TREE ON THE WESTERN SIDE OF THE HIGHWAY, 107.2 FEET NORTH-
 DF1746'NORTHEAST OF A 19 INCH PECAN TREE ON THE WESTERN SIDE OF THE
 DF1746'HIGHWAY, AND 3.0 FEET WEST-SOUTHWEST OF A WITNESS POST. IT IS A
 DF1746'STANDARD BRASS DISK STAMPED---150-204 1976---, SET IN THE TOP
 DF1746'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1746'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE
 DF1746'UNDERGROUND STATION IS A STANDARD DISK STAMPED---150-204
 DF1746'1976---, SET IN THE TOP OF A CONCRETE CYLINDER APPROXIMATELY
 DF1746'0.85 METER BELOW THE SURFACE OF THE GROUND.
 DF1746'
 DF1746'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1746'NORTHWEST ALONG STATE ROUTE 15 FOR 0.4 MILE TO THE AZIMUTH MARK
 DF1746'ON THE LEFT. IT IS LOCATED 59 FEET SOUTHWEST OF THE CENTERLINE
 DF1746'OF THE HIGHWAY, 126.0 FEET NORTHWEST OF THE NORTHERN MOST END OF
 DF1746'A 24 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE SOUTHWEST,
 DF1746'90.8 FEET NORTHWEST OF A POWER POLE, 97.2 FEET SOUTH-SOUTHWEST
 DF1746'OF THE SOUTH END OF A 24 INCH CONCRETE CULVERT UNDER A DRIVEWAY
 DF1746'TO THE NORTHEAST, 116.0 FEET WEST OF THE NORTH END OF A 24
 DF1746'INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTHEAST, AND
 DF1746'2.1 FEET NORTHEAST OF A WITNESS POST SET AT A FENCELINE. IT IS
 DF1746'A STANDARD DISK STAMPED---150-204 1976 AZMK---, SET IN THE TOP
 DF1746'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE
 DF1746'OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1746'
 DF1746'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1748 ***********************************************************************
 DF1748  DESIGNATION -  BV 150 205
 DF1748  PID         -  DF1748
 DF1748  STATE/COUNTY-  GA/WASHINGTON
 DF1748  USGS QUAD   -  WARTHEN (1984)
 DF1748
 DF1748                         *CURRENT SURVEY CONTROL
 DF1748  ___________________________________________________________________
 DF1748* NAD 83(1994)-  33 04 13.94148(N)    082 50 07.02055(W)     ADJUSTED  
 DF1748* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 DF1748  ___________________________________________________________________
 DF1748  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DF1748  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DF1748
 DF1748  HORZ ORDER  -  SECOND
 DF1748
 DF1748.The horizontal coordinates were established by classical geodetic methods
 DF1748.and adjusted by the National Geodetic Survey in September 1997..
 DF1748
 DF1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1748
 DF1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1748
 DF1748.The geoid height was determined by GEOID03.
 DF1748
 DF1748;                    North         East     Units Scale Factor Converg.
 DF1748;SPC GA E     -   340,622.538   137,571.043   MT  0.99994804   -0 21 53.5
 DF1748;SPC GA E     - 1,117,525.78    451,347.66   sFT  0.99994804   -0 21 53.5
 DF1748;UTM  17      - 3,660,604.526   328,680.074   MT  0.99996189   -1 00 06.1
 DF1748
 DF1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1748!SPC GA E     -   0.99998172  x   0.99994804  =   0.99992976
 DF1748!UTM  17      -   0.99998172  x   0.99996189  =   0.99994361
 DF1748
 DF1748:                Primary Azimuth Mark                     Grid Az
 DF1748:SPC GA E     -  BV 150 205 AZ MK                         011 30 57.8
 DF1748:UTM  17      -  BV 150 205 AZ MK                         012 09 10.4
 DF1748
 DF1748|---------------------------------------------------------------------|
 DF1748| PID    Reference Object                     Distance      Geod. Az  |
 DF1748|                                                           dddmmss.s |
 DF1748| DF2953 BV 150 205 AZ MK                                   0110904.3 |
 DF1748| DF2954 BV 150 205 RM 1                      10.879 METERS 09316     |
 DF1748|---------------------------------------------------------------------|
 DF1748
 DF1748                          SUPERSEDED SURVEY CONTROL
 DF1748
 DF1748  NAD 83(1986)-  33 04 13.94612(N)    082 50 07.01841(W) AD(       ) 2
 DF1748  NAD 27      -  33 04 13.39926(N)    082 50 07.51453(W) AD(       ) 2
 DF1748  NGVD 29 (07/19/86)  144.9    (m)          475.     (f) VERT ANG       
 DF1748
 DF1748.Superseded values are not recommended for survey control.
 DF1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1748.See file dsdata.txt to determine how the superseded data were derived.
 DF1748
 DF1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2868060605(NAD 83)
 DF1748_MARKER: DD = SURVEY DISK
 DF1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1748
 DF1748  HISTORY     - Date     Condition        Report By
 DF1748  HISTORY     - 1976     MONUMENTED       GADT
 DF1748
 DF1748                          STATION DESCRIPTION
 DF1748
 DF1748'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1748'THE STATION IS ABOUT 3 MILES SOUTHWEST OF WARTHEN, 8-1/2 MILES
 DF1748'EAST-NORTHEAST OF DEEPSTEP, AND 9-3/4 MILES
 DF1748'EAST-SOUTHEAST OF LINTON ON THE PROPERTY OF UNION CAMP COMPANY.
 DF1748'
 DF1748'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 102 AND 15
 DF1748'IN WARTHEN, GO SOUTH ALONG STATE ROUTE 15 FOR 1.75 MILES TO THE
 DF1748'JUNCTION OF DIRT COUNTY ROAD 46 TO THE RIGHT. TURN RIGHT GOING
 DF1748'WEST ALONG COUNTY ROAD 46 FOR 2.1 MILES TO THE JUNCTION OF DIRT
 DF1748'COUNTY ROAD 45 TO THE RIGHT. TURN RIGHT GOING NORTH ALONG COUNTY
 DF1748'ROAD 45 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DF1748'
 DF1748'THE STATION IS LOCATED 17 FEET WEST OF THE CENTERLINE OF THE
 DF1748'ROAD, 148.4 FEET NORTH OF THE EASTERN MOST 6 INCH PINE TREE ON
 DF1748'THE WEST SIDE OF THE ROAD, 163.1 FEET NORTH-NORTHWEST OF THE
 DF1748'WESTERN MOST 10 INCH PECAN TREE ON THE EAST SIDE OF THE ROAD,
 DF1748'170.2 FEET NORTHWEST OF ANOTHER 10 INCH PECAN TREE ON THE EAST
 DF1748'SIDE OF THE ROAD, AND 2.7 FEET WEST OF A WITNESS POST. IT IS A
 DF1748'STANDARD BRASS DISK STAMPED---150-205 1976---, SET IN THE TOP
 DF1748'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1748'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF1748'UNDERGROUND STATION IS A STANDARD DISK STAMPED---150-205
 DF1748'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF1748'APPROXIMATELY 0.87 METER BELOW THE SURFACE OF THE GROUND.
 DF1748'
 DF1748'RM 1 IS LOCATED 18 FEET EAST OF THE CENTERLINE OF THE ROAD,
 DF1748'167.4 FEET NORTH OF THE WESTERN MOST PECAN TREE ON THE EAST SIDE
 DF1748'OF THE ROAD, 152.8 FEET NORTH-NORTHWEST OF THE OTHER 10 INCH
 DF1748'PECAN TREE ON THE EAST SIDE OF THE ROAD,
 DF1748'159.3 FEET NORTH-NORTHEAST OF THE EASTERN MOST
 DF1748'6 INCH PINE TREE ON THE WEST SIDE OF
 DF1748'THE ROAD, AND 3.0 FEET EAST OF A WITNESS POST. IT IS A STANDARD
 DF1748'DISK STAMPED---150-205 1976 RM 1---, SET IN THE TOP OF A 10
 DF1748'INCH CYLINDRICAL CONCRETE POST 3 INCHES ABOVE THE SURFACE OF
 DF1748'THE GROUND WITH STEEL RODS EMBEDDED.
 DF1748'
 DF1748'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING NORTH
 DF1748'ALONG COUNTY ROAD 45 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 DF1748'LEFT. IT IS LOCATED 18 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DF1748'75 FEET NORTH OF THE POINT OF INTERSECTION OF THE CENTERLINES
 DF1748'OF COUNTY ROAD 45 AND A TRACK WOODS ROAD TO THE WEST, 129.9
 DF1748'FEET SOUTHWEST OF AN 8 AND 6 INCH FORKED PECAN TREE ON THE
 DF1748'EAST SIDE OF THE ROAD, 109.8 FEET SOUTHWEST OF AN 8 INCH PECAN
 DF1748'TREE ON THE EAST SIDE OF THE ROAD, 301.8 FEET NORTH-NORTHWEST
 DF1748'OF A 10 INCH LEANING PINE TREE ON THE EAST SIDE OF THE ROAD,
 DF1748'AND 1.8 FEET WEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1748'STAMPED---150-205 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1748'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1748'THE GROUND WITH STEEL RODS EMBEDDED.
 DF1748'
 DF1748'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1757 ***********************************************************************
 DF1757  DESIGNATION -  BV 150 206
 DF1757  PID         -  DF1757
 DF1757  STATE/COUNTY-  GA/WASHINGTON
 DF1757  USGS QUAD   -  DEEPSTEP (1986)
 DF1757
 DF1757                         *CURRENT SURVEY CONTROL
 DF1757  ___________________________________________________________________
 DF1757* NAD 83(1994)-  33 06 17.70657(N)    082 54 56.44621(W)     ADJUSTED  
 DF1757* NAVD 88     -       152.     (meters)     499.     (feet)  VERTCON   
 DF1757  ___________________________________________________________________
 DF1757  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DF1757  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF1757
 DF1757  HORZ ORDER  -  SECOND
 DF1757
 DF1757.The horizontal coordinates were established by classical geodetic methods
 DF1757.and adjusted by the National Geodetic Survey in September 1997..
 DF1757
 DF1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1757
 DF1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1757
 DF1757.The geoid height was determined by GEOID03.
 DF1757
 DF1757;                    North         East     Units Scale Factor Converg.
 DF1757;SPC GA E     -   344,485.826   130,091.489   MT  0.99996024   -0 24 32.8
 DF1757;SPC GA E     - 1,130,200.58    426,808.49   sFT  0.99996024   -0 24 32.8
 DF1757;UTM  17      - 3,664,550.843   321,243.766   MT  0.99999399   -1 02 47.7
 DF1757
 DF1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1757!SPC GA E     -   0.99998058  x   0.99996024  =   0.99994082
 DF1757!UTM  17      -   0.99998058  x   0.99999399  =   0.99997457
 DF1757
 DF1757:                Primary Azimuth Mark                     Grid Az
 DF1757:SPC GA E     -  SEALS                                    073 54 49.0
 DF1757:UTM  17      -  SEALS                                    074 33 03.9
 DF1757
 DF1757|---------------------------------------------------------------------|
 DF1757| PID    Reference Object                     Distance      Geod. Az  |
 DF1757|                                                           dddmmss.s |
 DF1757| DF1739 SEALS                               APPROX. 8.3 KM 0733016.2 |
 DF1757| DF1756 BV 150 206 GADT PTA                  18.535 METERS 12546     |
 DF1757|---------------------------------------------------------------------|
 DF1757
 DF1757                          SUPERSEDED SURVEY CONTROL
 DF1757
 DF1757  NAD 83(1986)-  33 06 17.71115(N)    082 54 56.44409(W) AD(       ) 2
 DF1757  NAD 27      -  33 06 17.16962(N)    082 54 56.93279(W) AD(       ) 2
 DF1757  NGVD 29 (07/19/86)  152.     (m)          499.     (f) VERT ANG       
 DF1757
 DF1757.Superseded values are not recommended for survey control.
 DF1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1757.See file dsdata.txt to determine how the superseded data were derived.
 DF1757
 DF1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2124464551(NAD 83)
 DF1757_MARKER: DD = SURVEY DISK
 DF1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1757
 DF1757  HISTORY     - Date     Condition        Report By
 DF1757  HISTORY     - 1976     MONUMENTED       GADT
 DF1757
 DF1757                          STATION DESCRIPTION
 DF1757
 DF1757'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1757'THE STATION IS ABOUT 4-3/4 MILES EAST-SOUTHEAST OF LINTON, 6-3/4
 DF1757'MILES NORTH-NORTHEAST OF DEEP STEP, AND 6-1/2 MILES WEST OF
 DF1757'WARTHEN ON THE PROPERTY OF THE SOUTHERN NATURAL GAS COMPANY.
 DF1757'
 DF1757'TO REACH THE STATION FROM THE LINTON METHODIST CHURCH IN LINTON
 DF1757'APPROXIMATELY 11 MILES SOUTH OF SPARTA, GO GOUTHEAST ALONG
 DF1757'COUNTY ROAD 90787 FOR 1.6 MILES TO THE JUNCTION OF DIRT COUNTY
 DF1757'ROAD 92134 (COUNTY LINE ROAD) REVERSE FORKING TO THE RIGHT.
 DF1757'CONTINUE GOING EAST ALONG COUNTY ROAD 90787 FOR 0.6 MILE TO THE
 DF1757'WEST END OF A BRIDGE OVER BUFFALO CREEK. CONTINUE GOING EASTERLY
 DF1757'ALONG COUNTY ROAD 90787 FOR 3.4 MILES TO THE JUNCTION OF THE
 DF1757'SOUTHERN NATURAL GAS COMPANY LINE CROSSING AND THE STATION ON
 DF1757'THE RIGHT.
 DF1757'
 DF1757'THE STATION IS LOCATED 343 FEET WEST OF THE CENTERLINE OF THE
 DF1757'ROAD, 296.0 FEET WEST-SOUTHWEST OF THE SOUTHERN MOST ONE OF
 DF1757'THREE UNDERGROUND GAS LINE CONCRETE MARKERS ON THE WEST SIDE
 DF1757'OF THE ROAD, 208.2 FEET WEST OF THE WESTERN CORNER OF A FENCE
 DF1757'SURROUNDING A GAS LINE STATION HOUSE, 192.8 FEET WEST-NORTHWEST
 DF1757'OF A POWER POLE, 43 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 DF1757'THE GAS LINE RIGHT OF WAY CLEARING, 45.5 FEET NORTHEAST OF A
 DF1757'POWER POLE, AND 8.0 FEET SOUTHEAST OF A WITNESS POST. IT IS A
 DF1757'STANDARD BRASS DISK STAMPED---150-206 1976---, SET IN THE TOP
 DF1757'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF1757'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 DF1757'UNDERGROUND STATION IS A STANDARD DISK STAMPED---150-206
 DF1757'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 DF1757'APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 DF1757'
 DF1757'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 DF1757'ALONG COUNTY ROAD 90787 FOR 0.05 MILE TO THE JUNCTION OF DIRT
 DF1757'COUNTY ROAD 35 TO THE RIGHT. TURN RIGHT GOING WEST ALONG COUNTY
 DF1757'ROAD 35 FOR 0.65 MILE TO THE JUNCTION OF THE SOUTHERN NATURAL
 DF1757'GAS COMPANY GAS LINE AND THE AZIMUTH MARK ON THE LEFT. IT IS
 DF1757'LOCATED 32 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 40.5
 DF1757'FEET SOUTHEAST OF THE SOUTHERN MOST ONE OF THREE UNDERGROUND
 DF1757'GAS LINE CONCRETE MARKERS ON THE NORTHWESTERN SIDE OF THE ROAD,
 DF1757'80.8 FEET SOUTHWEST OF ANOTHER UNDERGROUND GAS LINE
 DF1757'CONCRETE MARKER ON THE SOUTHEASTERN SIDE OF THE ROAD, 70.2
 DF1757'FEET NORTHEAST OF A 32 INCH OAK TREE, 10.2 FEET NORTH-NORTHEAST
 DF1757'OF A 24 INCH PINE TREE (LARGEST IN THE AREA), AND 2.0 FEET
 DF1757'NORTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 DF1757'STAMPED---150-206 1976 AZMK---, SET IN THE TOP OF A 10
 DF1757'INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 DF1757'THE GROUND WITH STEEL RODS EMBEDDED.
 DF1757'
 DF1757'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1722 ***********************************************************************
 DF1722  DESIGNATION -  BV 150 207
 DF1722  PID         -  DF1722
 DF1722  STATE/COUNTY-  GA/WASHINGTON
 DF1722  USGS QUAD   -  DOWNS (1981)
 DF1722
 DF1722                         *CURRENT SURVEY CONTROL
 DF1722  ___________________________________________________________________
 DF1722* NAD 83(1994)-  33 03 56.11927(N)    082 44 17.64337(W)     ADJUSTED  
 DF1722* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 DF1722  ___________________________________________________________________
 DF1722  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 DF1722  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DF1722
 DF1722  HORZ ORDER  -  SECOND
 DF1722
 DF1722.The horizontal coordinates were established by classical geodetic methods
 DF1722.and adjusted by the National Geodetic Survey in September 1997..
 DF1722
 DF1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1722
 DF1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1722
 DF1722.The geoid height was determined by GEOID03.
 DF1722
 DF1722;                    North         East     Units Scale Factor Converg.
 DF1722;SPC GA E     -   340,020.014   146,629.703   MT  0.99993511   -0 18 42.7
 DF1722;SPC GA E     - 1,115,549.00    481,067.62   sFT  0.99993511   -0 18 42.7
 DF1722;UTM  17      - 3,659,901.361   337,731.494   MT  0.99992466   -0 56 54.9
 DF1722
 DF1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1722!SPC GA E     -   0.99998204  x   0.99993511  =   0.99991715
 DF1722!UTM  17      -   0.99998204  x   0.99992466  =   0.99990670
 DF1722
 DF1722|---------------------------------------------------------------------|
 DF1722| PID    Reference Object                     Distance      Geod. Az  |
 DF1722|                                                           dddmmss.s |
 DF1722| DF1723 BV 150 207 GADT PTA                   5.594 METERS 23019     |
 DF1722| DF2956 BV 150 207 AZ MK                                   3533019.0 |
 DF1722|---------------------------------------------------------------------|
 DF1722
 DF1722                          SUPERSEDED SURVEY CONTROL
 DF1722
 DF1722  NAD 83(1986)-  33 03 56.12398(N)    082 44 17.64094(W) AD(       ) 2
 DF1722  NAD 27      -  33 03 55.57719(N)    082 44 18.15223(W) AD(       ) 2
 DF1722  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 DF1722
 DF1722.Superseded values are not recommended for survey control.
 DF1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1722.See file dsdata.txt to determine how the superseded data were derived.
 DF1722
 DF1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3773159901(NAD 83)
 DF1722_MARKER: DD = SURVEY DISK
 DF1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1722
 DF1722  HISTORY     - Date     Condition        Report By
 DF1722  HISTORY     - 1976     MONUMENTED       GADT
 DF1722
 DF1722                          STATION DESCRIPTION
 DF1722
 DF1722'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1722'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF WARTHEN,
 DF1722'7-1/4 MILES NORTHEAST OF SANDERSVILLE, AND 9-1/4 MILES WEST OF
 DF1722'GRANGE ON THE PROPERTY OF MR. FRANK CRANK.
 DF1722'
 DF1722'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SANDERSVILLE,
 DF1722'GO NORTH ALONG STATE ROUTE 15 AND STATE ROUTE 24 FOR 0.4 MILE
 DF1722'TO THE JUNCTION OF STATE ROUTE 24 TO THE RIGHT, AND PAVED
 DF1722'COUNTY ROAD 90787 TO THE LEFT. CONTINUE GOING NORTH ALONG STATE
 DF1722'ROUTE 15 FOR 1.7 MILES TO THE JUNCTION OF PAVED COUNTY ROAD
 DF1722'92191 FORKING TO THE RIGHT. TURN RIGHT GOING NORTHEAST ALONG
 DF1722'COUNTY ROAD 92191 FOR 4.0 MILES TO THE JUNCTION OF DIRT COUNTY
 DF1722'ROAD 94 TO THE RIGHT. CONTINUE GOING NORTH ALONG COUNTY ROAD
 DF1722'92191 FOR 0.95 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 88
 DF1722'TO THE RIGHT, THE CRANK RESIDENCE ON THE LEFT, AND THE
 DF1722'STATION ON THE RIGHT.
 DF1722'
 DF1722'THE STATION IS LOCATED 32 FEET EAST OF THE CENTERLINE OF THE
 DF1722'ROAD, 103.0 FEET SOUTH OF A FENCE CORNER POST, 19.5 FEET WEST
 DF1722'OF A POWER POLE, 85 FEET NORTH-NORTHEAST OF THE POINT OF
 DF1722'INTERSECTION OF THE CENTERLINES OF THE COUNTY ROADS, 86.0 FEET
 DF1722'EAST-NORTHEAST OF A 24 INCH PECAN TREE ON THE WEST SIDE OF THE
 DF1722'ROAD, 117.5 FEET SOUTHEAST OF ANOTHER 24 INCH PECAN TREE ON THE
 DF1722'WEST SIDE OF THE ROAD IN FRONT OF THE CRANK RESIDENCE, AND 2.3
 DF1722'FEET WEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1722'STAMPED---150-207 1976---, SET IN THE TOP OF A 10 INCH
 DF1722'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1722'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS
 DF1722'A STANDARD DISK STAMPED---150-207 1976---, SET IN THE
 DF1722'TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.85 METER
 DF1722'BELOW THE SURFACE OF THE GROUND.
 DF1722'
 DF1722'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 DF1722'COUNTY ROAD 92191 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 DF1722'LEFT..IT IS LOCATED 43 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DF1722'12.0 FEET EAST-NORTHEAST OF A POWER POLE, 228.0 FEET WEST OF AN
 DF1722'8 INCH TWIN CHERRY TREE, 239.0 FEET NORTHWEST OF THE NORTH POST
 DF1722'OF A SINGLE BRACE POST IN A FENCELINE ON THE EAST SIDE OF THE
 DF1722'ROAD, AND 3.5 FEET EAST OF A WITNESS POST SET AT A FENCELINE.
 DF1722'IT IS A STANDARD DISK STAMPED---150-207 1976 AZMK---, SET IN
 DF1722'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 DF1722'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1722'
 DF1722'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2372 ***********************************************************************
 CL2372  DESIGNATION -  BV 150 208
 CL2372  PID         -  CL2372
 CL2372  STATE/COUNTY-  GA/WASHINGTON
 CL2372  USGS QUAD   -  GUMM POND (1973)
 CL2372
 CL2372                         *CURRENT SURVEY CONTROL
 CL2372  ___________________________________________________________________
 CL2372* NAD 83(1994)-  32 58 19.25724(N)    083 02 40.42437(W)     ADJUSTED  
 CL2372* NAVD 88     -       112.     (meters)     367.     (feet)  VERTCON   
 CL2372  ___________________________________________________________________
 CL2372  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CL2372  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CL2372
 CL2372  HORZ ORDER  -  SECOND
 CL2372
 CL2372.The horizontal coordinates were established by classical geodetic methods
 CL2372.and adjusted by the National Geodetic Survey in September 1997..
 CL2372
 CL2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2372
 CL2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2372
 CL2372.The geoid height was determined by GEOID03.
 CL2372
 CL2372;                    North         East     Units Scale Factor Converg.
 CL2372;SPC GA E     -   329,840.299   117,938.826   MT  0.99998300   -0 28 40.1
 CL2372;SPC GA E     - 1,082,151.05    386,937.63   sFT  0.99998300   -0 28 40.1
 CL2372;UTM  17      - 3,650,040.458   308,928.575   MT  1.00005017   -1 06 47.0
 CL2372
 CL2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2372!SPC GA E     -   0.99998685  x   0.99998300  =   0.99996985
 CL2372!UTM  17      -   0.99998685  x   1.00005017  =   1.00003702
 CL2372
 CL2372:                Primary Azimuth Mark                     Grid Az
 CL2372:SPC GA E     -  BV 150 208 AZ MK                         162 16 32.1
 CL2372:UTM  17      -  BV 150 208 AZ MK                         162 54 39.0
 CL2372
 CL2372|---------------------------------------------------------------------|
 CL2372| PID    Reference Object                     Distance      Geod. Az  |
 CL2372|                                                           dddmmss.s |
 CL2372| CL3022 BV 150 208 AZ MK                                   1614752.0 |
 CL2372| CL2373 BV 150 208 GADT PTA                  17.659 METERS 19221     |
 CL2372|---------------------------------------------------------------------|
 CL2372
 CL2372                          SUPERSEDED SURVEY CONTROL
 CL2372
 CL2372  NAD 83(1986)-  32 58 19.26173(N)    083 02 40.42198(W) AD(       ) 2
 CL2372  NAD 27      -  32 58 18.71262(N)    083 02 40.89941(W) AD(       ) 2
 CL2372  NGVD 29 (07/19/86)  112.     (m)          367.     (f) VERT ANG       
 CL2372
 CL2372.Superseded values are not recommended for survey control.
 CL2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2372.See file dsdata.txt to determine how the superseded data were derived.
 CL2372
 CL2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0892950040(NAD 83)
 CL2372_MARKER: DD = SURVEY DISK
 CL2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2372
 CL2372  HISTORY     - Date     Condition        Report By
 CL2372  HISTORY     - 1977     MONUMENTED       GADT
 CL2372
 CL2372                          STATION DESCRIPTION
 CL2372
 CL2372'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2372'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF DEEPSTEP, 9-1/2
 CL2372'MILES NORTHWEST OF OCONEE, AND 11-1/2 MILES EAST-SOUTHEAST
 CL2372'OF SCOTTSBORO ON STATE RIGHT OF WAY.
 CL2372'
 CL2372'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND
 CL2372'272 LOCATED APPROXIMATELY 13-3/4 MILES WEST OF SANDERSVILLE, GO
 CL2372'SOUTH ALONG STATE ROUTE 272 FOR 0.4 MILE TO THE STATION ON THE
 CL2372'LEFT.
 CL2372'
 CL2372'THE STATION IS LOCATED 44 FEET EAST-NORTHEAST OF THE HIGHWAY
 CL2372'CENTERLINE, 68.3 FEET SOUTH-SOUTHEAST OF A GUY POLE, 91.4 FEET
 CL2372'SOUTH-SOUTHEAST OF A MARMOL PROPERTY CORNER MARKER, 101.2 FEET
 CL2372'SOUTH OF A VERY TALL 24 INCH PINE TREE, 96.0 FEET NORTH OF A
 CL2372'CURVE HIGHWAY SIGN, 108.1 FEET EAST OF A POWER POLE ON THE WEST
 CL2372'SIDE OF THE HIGHWAY, 103.0 FEET EAST OF ANOTHER MARMOL PROPERTY
 CL2372'CORNER MARKER ON THE WEST SIDE OF THE ROAD, AND 3.5 FEET WEST-
 CL2372'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2372'STAMPED---150-208 1977---, SET IN THE TOP OF A 10 INCH
 CL2372'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2372'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 CL2372'STANDARD DISK STAMPED---150-208 1977---, SET IN THE TOP OF A 5
 CL2372'INCH CONCRETE CYLINDER APPROXIMATELY 0.84 METER BELOW THE
 CL2372'SURFACE OF THE GROUND.
 CL2372'
 CL2372'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 CL2372'SOUTH ALONG STATE ROUTE 272 FOR 0.45 MILE TO THE JUNCTION OF
 CL2372'DIRT COUNTY ROAD 142 FORKING TO THE RIGHT AND THE AZIMUTH MARK
 CL2372'ON THE RIGHT. IT IS LOCATED 47 FEET SOUTHWEST OF THE CENTERLINE
 CL2372'OF THE HIGHWAY, 43.5 FEET SOUTHEAST OF A FENCELINE TERMINAL
 CL2372'POST, 16.5 FEET NORTH-NORTHWEST OF A RIGHT OF WAY MARKER, 174.7
 CL2372'FEET SOUTH OF THE NORTHERN MOST END OF AN 18 INCH CULVERT UNDER
 CL2372'THE HIGHWAY, 178.0 FEET SOUTHEAST OF A 70 INCH OAK TREE, AND
 CL2372'3.5 FEET NORTHEAST OF A WITNESS POST SET AT THE FENCELINE. IT
 CL2372'IS A STANDARD DISK STAMPED---150-208 1977 AZMK---, SET IN
 CL2372'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 CL2372'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2372'
 CL2372'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2366 ***********************************************************************
 CL2366  DESIGNATION -  BV 150 209
 CL2366  PID         -  CL2366
 CL2366  STATE/COUNTY-  GA/WASHINGTON
 CL2366  USGS QUAD   -  TABERNACLE (1985)
 CL2366
 CL2366                         *CURRENT SURVEY CONTROL
 CL2366  ___________________________________________________________________
 CL2366* NAD 83(1994)-  32 54 49.10137(N)    082 59 16.06096(W)     ADJUSTED  
 CL2366* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 CL2366  ___________________________________________________________________
 CL2366  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CL2366  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL2366
 CL2366  HORZ ORDER  -  SECOND
 CL2366
 CL2366.The horizontal coordinates were established by classical geodetic methods
 CL2366.and adjusted by the National Geodetic Survey in September 1997..
 CL2366
 CL2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2366
 CL2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2366
 CL2366.The geoid height was determined by GEOID03.
 CL2366
 CL2366;                    North         East     Units Scale Factor Converg.
 CL2366;SPC GA E     -   323,323.681   123,194.869   MT  0.99997271   -0 26 46.3
 CL2366;SPC GA E     - 1,060,771.11    404,181.83   sFT  0.99997271   -0 26 46.3
 CL2366;UTM  17      - 3,643,465.617   314,112.416   MT  1.00002607   -1 04 49.5
 CL2366
 CL2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2366!SPC GA E     -   0.99998907  x   0.99997271  =   0.99996178
 CL2366!UTM  17      -   0.99998907  x   1.00002607  =   1.00001514
 CL2366
 CL2366|---------------------------------------------------------------------|
 CL2366| PID    Reference Object                     Distance      Geod. Az  |
 CL2366|                                                           dddmmss.s |
 CL2366| CL2365 BV 150 209 GADT PTA                  10.628 METERS 06454     |
 CL2366| CY7289 BV 150 209 AZ MK                                   1292248.1 |
 CL2366|---------------------------------------------------------------------|
 CL2366
 CL2366                          SUPERSEDED SURVEY CONTROL
 CL2366
 CL2366  NAD 83(1986)-  32 54 49.10596(N)    082 59 16.05852(W) AD(       ) 2
 CL2366  NAD 27      -  32 54 48.55055(N)    082 59 16.54189(W) AD(       ) 2
 CL2366  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 CL2366
 CL2366.Superseded values are not recommended for survey control.
 CL2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2366.See file dsdata.txt to determine how the superseded data were derived.
 CL2366
 CL2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1411243466(NAD 83)
 CL2366_MARKER: DD = SURVEY DISK
 CL2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2366
 CL2366  HISTORY     - Date     Condition        Report By
 CL2366  HISTORY     - 1977     MONUMENTED       GADT
 CL2366
 CL2366                          STATION DESCRIPTION
 CL2366
 CL2366'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2366'THE STATION IS ABOUT 4-1/2 MILES NORTH-NORTHWEST OF OCONEE,
 CL2366'8-1/4 MILES NORTHEAST OF TOOMSBORO, AND 10-1/2 MILES WEST OF
 CL2366'TENNILLE ON STATE RIGHT OF WAY.
 CL2366'
 CL2366'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND
 CL2366'272 LOCATED APPROXIMATELY 5-1/2 MILES WEST-SOUTHWEST OF DEEPSTEP
 CL2366'GO SOUTHEAST ALONG STATE ROUTE 272 FOR 0.85 MILE TO THE
 CL2366'JUNCTION OF DIRT COUNTY ROAD 10 FORKING TO THE RIGHT. CONTINUE
 CL2366'GOING SOUTHEAST ALONG STATE ROUTE 272 FOR 2.25 MILES TO THE
 CL2366'JUNCTION OF DIRT COUNTY ROAD 10 CROSSING.
 CL2366'CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 272
 CL2366'FOR 1.75 MILES TO THE JUNCTION OF
 CL2366'DIRT COUNTY ROAD 245 TO THE RIGHT. CONTINUE GOING SOUTHEAST
 CL2366'ALONG STATE ROUTE 272 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 CL2366'
 CL2366'THE STATION IS LOCATED 47 FEET SOUTHWEST OF THE CENTERLINE OF
 CL2366'THE HIGHWAY, 51.0 FEET SOUTH OF A HIGHWAY CURVE SIGN POST,
 CL2366'138.9 FEET SOUTH OF THE SOUTHEAST END OF AN 18 INCH CONCRETE
 CL2366'CULVERT UNDER A DRIVEWAY TO THE NORTHEAST, 130.4 FEET WEST-
 CL2366'SOUTHWEST OF A POWER POLE ON THE NORTHEAST SIDE OF THE HIGHWAY,
 CL2366'111.8 FEET SOUTHWEST OF A 20 INCH FORKED COTTONWOOD TREE ON THE
 CL2366'NORTHEAST SIDE OF THE HIGHWAY, AND 2.3 FEET NORTHEAST OF A
 CL2366'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---150-209
 CL2366'1977---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2366'POST FLUSH WITH THE SURFACE OF THE GTOUND WITH STEEL RODS
 CL2366'EMBEDDED.  THE UNDERGROUND STATION IS A STANDARD DISK
 CL2366'STAMPED---150-209 1977---, SET IN THE TOP OF A 5 INCH
 CL2366'CONCRETE CYLINDER APPROXIMATELY 0.85 METER BELOW THE
 CL2366'SURFACE OF THE GROUND.
 CL2366'
 CL2366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 CL2366'STATE ROUTE 272 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2366'IT IS LOCATED 41 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CL2366'ROAD, 145.0 FEET NORTHEAST OF A 24 INCH SWEET GUM TREE, 223.0
 CL2366'FEET WEST-NORTHWEST OF THE WEST END OF AN 18 INCH CONCRETE
 CL2366'CULVERT UNDER A DRIVEWAY TO THE SOUTHWEST, 100.2 FEET SOUTHWEST
 CL2366'OF A RIGHT OF WAY MARKER ON THE NORTH SIDE OF THE HIGHWAY, AND
 CL2366'2.3 FEET NORTH-NORTHEAST OF A WITNESS POST. IT IS A STANDARD
 CL2366'DISK STAMPED---150-209 1977 AZMK---, SET IN THE TOP OF A 10
 CL2366'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL2366'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2366'
 CL2366'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1758 ***********************************************************************
 DF1758  DESIGNATION -  BV 150 210
 DF1758  PID         -  DF1758
 DF1758  STATE/COUNTY-  GA/WASHINGTON
 DF1758  USGS QUAD   -  DEEPSTEP (1986)
 DF1758
 DF1758                         *CURRENT SURVEY CONTROL
 DF1758  ___________________________________________________________________
 DF1758* NAD 83(1994)-  33 01 27.69172(N)    082 57 52.06614(W)     ADJUSTED  
 DF1758* NAVD 88     -        98.     (meters)     322.     (feet)  VERTCON   
 DF1758  ___________________________________________________________________
 DF1758  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DF1758  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF1758
 DF1758  HORZ ORDER  -  SECOND
 DF1758
 DF1758.The horizontal coordinates were established by classical geodetic methods
 DF1758.and adjusted by the National Geodetic Survey in September 1997..
 DF1758
 DF1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1758
 DF1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1758
 DF1758.The geoid height was determined by GEOID03.
 DF1758
 DF1758;                    North         East     Units Scale Factor Converg.
 DF1758;SPC GA E     -   335,585.417   125,470.347   MT  0.99996847   -0 26 05.3
 DF1758;SPC GA E     - 1,100,999.82    411,647.30   sFT  0.99996847   -0 26 05.3
 DF1758;UTM  17      - 3,655,701.987   316,523.803   MT  1.00001508   -1 04 15.3
 DF1758
 DF1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1758!SPC GA E     -   0.99998906  x   0.99996847  =   0.99995753
 DF1758!UTM  17      -   0.99998906  x   1.00001508  =   1.00000414
 DF1758
 DF1758:                Primary Azimuth Mark                     Grid Az
 DF1758:SPC GA E     -  TABERNACLE                               144 41 27.2
 DF1758:UTM  17      -  TABERNACLE                               145 19 37.2
 DF1758
 DF1758|---------------------------------------------------------------------|
 DF1758| PID    Reference Object                     Distance      Geod. Az  |
 DF1758|                                                           dddmmss.s |
 DF1758| CL2362 TABERNACLE                          APPROX. 7.1 KM 1441521.9 |
 DF1758| DF1759 BV 150 210 GADT PTA                  26.813 METERS 18704     |
 DF1758|---------------------------------------------------------------------|
 DF1758
 DF1758                          SUPERSEDED SURVEY CONTROL
 DF1758
 DF1758  NAD 83(1986)-  33 01 27.69623(N)    082 57 52.06368(W) AD(       ) 2
 DF1758  NAD 27      -  33 01 27.14787(N)    082 57 52.54487(W) AD(       ) 2
 DF1758  NGVD 29 (07/19/86)   98.     (m)          322.     (f) VERT ANG       
 DF1758
 DF1758.Superseded values are not recommended for survey control.
 DF1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1758.See file dsdata.txt to determine how the superseded data were derived.
 DF1758
 DF1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1652455702(NAD 83)
 DF1758_MARKER: DD = SURVEY DISK
 DF1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1758
 DF1758  HISTORY     - Date     Condition        Report By
 DF1758  HISTORY     - 1977     MONUMENTED       GADT
 DF1758
 DF1758                          STATION DESCRIPTION
 DF1758
 DF1758'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 DF1758'THE STATION IS LOCATED IN DEEPSTEP ON COUNTY RIGHT OF WAY.
 DF1758'
 DF1758'TO REACH THE STATION FROM THE WESTERN MOST JUNCTION OF PAVED
 DF1758'COUNTY ROAD 90689 AND PAVED COUNTY ROAD 92134 IN DEEPSTEP, GO
 DF1758'EAST ALONG COUNTY ROAD 90689 FOR 0.25 MILE TO THE JUNCTION OF
 DF1758'PAVED COUNTY ROAD 25 TO THE LEFT. TURN LEFT GOING NORTH ALONG
 DF1758'COUNTY ROAD 25 FOR 0.4 MILE TO THE JUNCTION OF A DIRT COUNTY
 DF1758'MAINTAINED ROAD TO THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 DF1758'CONTINUE GOING NORTH ALONG COUNTY ROAD 25 FOR 0.1 MILE TO THE
 DF1758'STATION ON THE RIGHT.
 DF1758'
 DF1758'THE STATION IS LOCATED 46 FEET EAST OF THE CENTERLINE OF THE
 DF1758'ROAD, 141.0 FEET NORTH OF A POWER POLE, 161.0 FEET SOUTH OF
 DF1758'ANOTHER POWER POLE, 193.0 FEET SOUTH OF A FENCE CORNER POST,
 DF1758'AND 6.0 FEET WEST OF A WITNESS POST SET AT THE FENCELINE. IT IS
 DF1758'A STANDARD BRASS DISK STAMPED---150-210 1977---, SET IN THE TOP
 DF1758'10 INCH CYLINDRICAL CONCRETE POST 6 INCHES BELOW THE
 DF1758'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND
 DF1758'STATION IS A STANDARD DISK STAMPED---150-210 1977---, SET IN
 DF1758'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.90
 DF1758'METER BELOW THE SURFACE OF THE GROUND.
 DF1758'
 DF1758'THE AZIMUTH MARK IS LOCATED 44 FEET EAST OF THE CENTERLINE OF
 DF1758'THE ROAD, 84.5 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER,
 DF1758'9.5 FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 48 FEET EAST-
 DF1758'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF1758'COUNTY ROAD 25 AND THE DIRT COUNTY MAINTAINED ROAD, 97.0 FEET
 DF1758'EAST-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL IN THE
 DF1758'NORTHWEST QUADRANT OF THE ROAD JUNCTION, AND 2.5 FEET WEST-
 DF1758'NORTHWEST OF A WITNESS POST SET AT THE FENCELINE. IT IS A
 DF1758'STANDARD DISK STAMPED---150-210 1977 AZMK---, SET IN THE TOP
 DF1758'OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE
 DF1758'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 DF1758'
 DF1758'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2346 ***********************************************************************
 CL2346  DESIGNATION -  BV 150 211
 CL2346  PID         -  CL2346
 CL2346  STATE/COUNTY-  GA/WASHINGTON
 CL2346  USGS QUAD   -  SANDERSVILLE (1985)
 CL2346
 CL2346                         *CURRENT SURVEY CONTROL
 CL2346  ___________________________________________________________________
 CL2346* NAD 83(1994)-  32 57 20.10687(N)    082 50 54.27632(W)     ADJUSTED  
 CL2346* NAVD 88     -       138.     (meters)     453.     (feet)  VERTCON   
 CL2346  ___________________________________________________________________
 CL2346  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CL2346  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CL2346
 CL2346  HORZ ORDER  -  SECOND
 CL2346
 CL2346.The horizontal coordinates were established by classical geodetic methods
 CL2346.and adjusted by the National Geodetic Survey in September 1997..
 CL2346
 CL2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2346
 CL2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2346
 CL2346.The geoid height was determined by GEOID03.
 CL2346
 CL2346;                    North         East     Units Scale Factor Converg.
 CL2346;SPC GA E     -   327,882.381   136,262.739   MT  0.99995007   -0 22 15.1
 CL2346;SPC GA E     - 1,075,727.44    447,055.34   sFT  0.99995007   -0 22 15.1
 CL2346;UTM  17      - 3,647,879.470   327,230.440   MT  0.99996805   -1 00 20.7
 CL2346
 CL2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2346!SPC GA E     -   0.99998280  x   0.99995007  =   0.99993288
 CL2346!UTM  17      -   0.99998280  x   0.99996805  =   0.99995086
 CL2346
 CL2346:                Primary Azimuth Mark                     Grid Az
 CL2346:SPC GA E     -  BV 150 211 AZ MK                         227 59 45.7
 CL2346:UTM  17      -  BV 150 211 AZ MK                         228 37 51.3
 CL2346
 CL2346|---------------------------------------------------------------------|
 CL2346| PID    Reference Object                     Distance      Geod. Az  |
 CL2346|                                                           dddmmss.s |
 CL2346| CY7290 BV 150 211 AZ MK                                   2273730.6 |
 CL2346| CL2347 BV 150 211 GADT PTA                   8.248 METERS 34716     |
 CL2346|---------------------------------------------------------------------|
 CL2346
 CL2346                          SUPERSEDED SURVEY CONTROL
 CL2346
 CL2346  NAD 83(1986)-  32 57 20.11153(N)    082 50 54.27406(W) AD(       ) 2
 CL2346  NAD 27      -  32 57 19.55292(N)    082 50 54.77244(W) AD(       ) 2
 CL2346  NGVD 29 (07/19/86)  138.     (m)          453.     (f) VERT ANG       
 CL2346
 CL2346.Superseded values are not recommended for survey control.
 CL2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2346.See file dsdata.txt to determine how the superseded data were derived.
 CL2346
 CL2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2723047879(NAD 83)
 CL2346_MARKER: DD = SURVEY DISK
 CL2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2346
 CL2346  HISTORY     - Date     Condition        Report By
 CL2346  HISTORY     - 1977     MONUMENTED       GADT
 CL2346
 CL2346                          STATION DESCRIPTION
 CL2346
 CL2346'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2346'THE STATION IS ABOUT 2-1/2 MILES WEST-NORTHWEST OF TENNILLE,
 CL2346'2-3/4 MILES SOUTHWEST OF SANDERSVILLE, AND 8-1/4 MILES EAST-
 CL2346'SOUTHEAST OF DEEPSTEP ON COUNTY RIGHT OF WAY.
 CL2346'
 CL2346'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TENNILLE, GO
 CL2346'NORTHWEST ALONG STATE ROUTE 68 FOR 0.95 MILES TO THE JUNCTION
 CL2346'OF PAVED COUNTY ROAD 90687 CROSSING. CONTINUE GOING NORTHWEST
 CL2346'ALONG STATE ROUTE 68 FOR 1.75 MILES TO THE JUNCTION OF PAVED
 CL2346'COUNTY ROAD 227 TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 CL2346'TURN RIGHT GOING NORTHEAST ALONG COUNTY ROAD 227 FOR 0.25 MILE
 CL2346'TO THE STATION ON THE RIGHT.
 CL2346'
 CL2346'THE STATION IS LOCATED 37 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL2346'OF THE ROAD, 16.6 FEET NORTH-NORTHEAST OF A FENCE CORNER POST ON
 CL2346'THE NORTHSIDE OF AN ENTRANCE TO A PUBLIC LANDFILL, 57.0 FEET
 CL2346'NORTH-NORTHEAST OF A FENCE CORNER POST ON THE SOUTHSIDE OF THE
 CL2346'ENTRANCE TO THE LANDFILL,
 CL2346'76.2 FEET NORTH OF A POWER POLE, 166.0 FEET NORTH-
 CL2346'NORTHEAST OF ANOTHER POWER POLE, AND 1.6 FEET WEST-NORTHWEST OF
 CL2346'A WITNESS POST SET AT THE FENCELINE. IT IS A STANDARD BRASS
 CL2346'DISK STAMPED---150-211 1977---, SET IN THE TOP OF A 10 INCH
 CL2346'CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE OF
 CL2346'THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND
 CL2346'STATION IS A STANDARD DISK STAMPED---150-211 1977---, SET IN
 CL2346'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.85
 CL2346'METER BELOW THE SURFACE OF THE GROUND.
 CL2346'
 CL2346'THE AZIMUTH MARK IS LOCATED 41 FEET SOUTH-SOUTHWEST OF THE
 CL2346'CENTERLINE OF THE HIGHWAY, 54.5 FEET SOUTH-SOUTHEAST OF THE
 CL2346'POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND
 CL2346'COUNTY ROAD 227 TO THE NORTHEAST, 111 FEET SOUTHEAST OF THE
 CL2346'POINT OF INTERSECTION OF THE CENTERLINES OF STATE ROUTE 68 AND
 CL2346'COUNTY ROAD 227 TO THE SOUTHWEST, 84.2 FEET EAST-SOUTHEAST OF
 CL2346'AN UNDERGROUND GAS PIPE LINE MARKER, 83.7 FEET NORTHWEST OF A
 CL2346'POWER POLE ANCHOR POLE, 130.0 FEET WEST OF A POWER POLE ON THE
 CL2346'NORTH SIDE OF THE HIGHWAY, AND 1.4 FEET NORTH-NORTHEAST OF A
 CL2346'WITNESS POST. IT IS A STANDARD DISK STAMPED---150-211 1977
 CL2346'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2346'POST 1 INCH BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2346'EMBEDDED.
 CL2346'
 CL2346'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2336 ***********************************************************************
 CL2336  DESIGNATION -  BV 150 213
 CL2336  PID         -  CL2336
 CL2336  STATE/COUNTY-  GA/WASHINGTON
 CL2336  USGS QUAD   -  SANDERSVILLE (1985)
 CL2336
 CL2336                         *CURRENT SURVEY CONTROL
 CL2336  ___________________________________________________________________
 CL2336* NAD 83(1994)-  32 55 56.04993(N)    082 48 25.98992(W)     ADJUSTED  
 CL2336* NAVD 88     -       151.     (meters)     495.     (feet)  VERTCON   
 CL2336  ___________________________________________________________________
 CL2336  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CL2336  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2336
 CL2336  HORZ ORDER  -  SECOND
 CL2336
 CL2336.The horizontal coordinates were established by classical geodetic methods
 CL2336.and adjusted by the National Geodetic Survey in September 1997..
 CL2336
 CL2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2336
 CL2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2336
 CL2336.The geoid height was determined by GEOID03.
 CL2336
 CL2336;                    North         East     Units Scale Factor Converg.
 CL2336;SPC GA E     -   325,268.896   140,098.044   MT  0.99994423   -0 20 53.7
 CL2336;SPC GA E     - 1,067,153.04    459,638.33   sFT  0.99994423   -0 20 53.7
 CL2336;UTM  17      - 3,645,223.628   331,036.609   MT  0.99995202   -0 58 57.8
 CL2336
 CL2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2336!SPC GA E     -   0.99998077  x   0.99994423  =   0.99992500
 CL2336!UTM  17      -   0.99998077  x   0.99995202  =   0.99993279
 CL2336
 CL2336|---------------------------------------------------------------------|
 CL2336| PID    Reference Object                     Distance      Geod. Az  |
 CL2336|                                                           dddmmss.s |
 CL2336| CL2335 BV 150 213 GADT PTA                  19.518 METERS 02422     |
 CL2336| CL2330 TENNILLE DOT RAD MAST               APPROX. 0.7 KM 1240021.1 |
 CL2336| CY7291 BV 150 213 AZ MK                                   1970620.8 |
 CL2336|---------------------------------------------------------------------|
 CL2336
 CL2336                          SUPERSEDED SURVEY CONTROL
 CL2336
 CL2336  NAD 83(1986)-  32 55 56.05457(N)    082 48 25.98774(W) AD(       ) 2
 CL2336  NAD 27      -  32 55 55.49005(N)    082 48 26.49069(W) AD(       ) 2
 CL2336  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG       
 CL2336
 CL2336.Superseded values are not recommended for survey control.
 CL2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2336.See file dsdata.txt to determine how the superseded data were derived.
 CL2336
 CL2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3103745224(NAD 83)
 CL2336_MARKER: DD = SURVEY DISK
 CL2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2336
 CL2336  HISTORY     - Date     Condition        Report By
 CL2336  HISTORY     - 1977     MONUMENTED       GADT
 CL2336
 CL2336                          STATION DESCRIPTION
 CL2336
 CL2336'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2336'THE STATION IS LOCATED IN TENNILLE ON STATE RIGHT OF WAY.
 CL2336'
 CL2336'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TENNILLE,
 CL2336'GO SOUTH ALONG STATE ROUTE 68 FOR 0.25 MILE TO THE JUNCTION OF
 CL2336'STATE ROUTE 15 CROSSING. TURN RIGHT GOING SOUTH ALONG STATE
 CL2336'ROUTE 15 AND STATE ROUTE 68 FOR 0.3 MILE TO THE JUNCTION OF
 CL2336'STATE ROUTE 68 FORKING TO THE RIGHT, THIRD AVENUE TO THE LEFT,
 CL2336'AND THE STATION ON THE LEFT.
 CL2336'
 CL2336'THE STATION IS LOCATED 49 FEET EAST-NORTHEAST OF THE CENTERLINE
 CL2336'OF STATE ROUTE 15, 54 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CL2336'THIRD AVENUE, 33.3 FEET SOUTH-SOUTHEAST OF A POWER POLE, 39.5
 CL2336'FEET EAST-SOUTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE
 CL2336'CULVERT UNDER THIRD AVENUE, 105.8 FEET EAST-SOUTHEAST OF A FIRE
 CL2336'HYDRANT IN THE WEST QUADRANT OF THE INTERSECTION, 5.8 FEET NORTH
 CL2336'OF A POWER POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 CL2336'ATTACHED, AND 2.4 FEET WEST-SOUTHWEST OF A WITNESS POST. IT IS
 CL2336'A STANDARD BRASS DISK STAMPED---150-213 1977---, SET IN THE
 CL2336'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2336'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2336'UNDERGROUND STATION IS A STANDARD DISK STAMPED---150-213
 CL2336'1977---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2336'APPROXIMATELY 0.81 METER BELOW THE SURFACE OF THE GROUND.
 CL2336'
 CL2336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 CL2336'ALONG STATE ROUTE 68 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 CL2336'RIGHT. IT IS LOCATED 35 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2336'OF THE HIGHWAY, 49.6 FEET SOUTH OF A FIRE HYDRANT, 202.0 FEET
 CL2336'NORTH OF THE NORTH END OF AN 18 INCH CONCRETE CULVERT UNDER A
 CL2336'DRIVEWAY TO THE WEST, 89.2 FEET NORTHWEST OF A POWER POLE WITH
 CL2336'AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON THE EAST
 CL2336'SIDE OF THE HIGHWAY, 79.6 FEET WEST-NORTHWEST OF ANOTHER POWER
 CL2336'POLE ON THE EAST SIDE OF THE HIGHWAY, AND 2.6 FEET EAST-
 CL2336'SOUTHEAST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2336'STAMPED---150-213 1977 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2336'CYLINDRICAL CONCRETE POST 5 INCHES BELOW THE SURFACE OF
 CL2336'THE GROUND WITH STEEL RODS EMBEDDED.
 CL2336'
 CL2336'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2356 ***********************************************************************
 CL2356  DESIGNATION -  BV 150 214
 CL2356  PID         -  CL2356
 CL2356  STATE/COUNTY-  GA/WASHINGTON
 CL2356  USGS QUAD   -  OCONEE (1962)
 CL2356
 CL2356                         *CURRENT SURVEY CONTROL
 CL2356  ___________________________________________________________________
 CL2356* NAD 83(1994)-  32 49 15.21918(N)    082 53 51.52517(W)     ADJUSTED  
 CL2356* NAVD 88     -       126.     (meters)     413.     (feet)  VERTCON   
 CL2356  ___________________________________________________________________
 CL2356  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CL2356  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CL2356
 CL2356  HORZ ORDER  -  SECOND
 CL2356
 CL2356.The horizontal coordinates were established by classical geodetic methods
 CL2356.and adjusted by the National Geodetic Survey in September 1997..
 CL2356
 CL2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2356
 CL2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2356
 CL2356.The geoid height was determined by GEOID03.
 CL2356
 CL2356;                    North         East     Units Scale Factor Converg.
 CL2356;SPC GA E     -   312,976.677   131,556.027   MT  0.99995774   -0 23 46.4
 CL2356;SPC GA E     - 1,026,824.31    431,613.40   sFT  0.99995774   -0 23 46.4
 CL2356;UTM  17      - 3,633,026.371   322,359.028   MT  0.99998911   -1 01 43.8
 CL2356
 CL2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2356!SPC GA E     -   0.99998468  x   0.99995774  =   0.99994242
 CL2356!UTM  17      -   0.99998468  x   0.99998911  =   0.99997379
 CL2356
 CL2356:                Primary Azimuth Mark                     Grid Az
 CL2356:SPC GA E     -  BV 150 214 AZ MK                         043 58 48.7
 CL2356:UTM  17      -  BV 150 214 AZ MK                         044 36 46.1
 CL2356
 CL2356|---------------------------------------------------------------------|
 CL2356| PID    Reference Object                     Distance      Geod. Az  |
 CL2356|                                                           dddmmss.s |
 CL2356| CY7292 BV 150 214 AZ MK                                   0433502.3 |
 CL2356| CL2357 BV 150 214 GADT PTA                  22.419 METERS 34759     |
 CL2356|---------------------------------------------------------------------|
 CL2356
 CL2356                          SUPERSEDED SURVEY CONTROL
 CL2356
 CL2356  NAD 83(1986)-  32 49 15.22396(N)    082 53 51.52312(W) AD(       ) 2
 CL2356  NAD 27      -  32 49 14.64848(N)    082 53 52.01250(W) AD(       ) 2
 CL2356  NGVD 29 (07/19/86)  126.     (m)          413.     (f) VERT ANG       
 CL2356
 CL2356.Superseded values are not recommended for survey control.
 CL2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2356.See file dsdata.txt to determine how the superseded data were derived.
 CL2356
 CL2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2235933026(NAD 83)
 CL2356_MARKER: DD = SURVEY DISK
 CL2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2356
 CL2356  HISTORY     - Date     Condition        Report By
 CL2356  HISTORY     - 1977     MONUMENTED       GADT
 CL2356
 CL2356                          STATION DESCRIPTION
 CL2356
 CL2356'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2356'THE STATION IS ABOUT 4 MILES SOUTHEAST OF OCONEE, 9-1/2 MILES
 CL2356'SOUTH-SOUTHWEST OF TENNILLE, AND 10 MILES WEST OF HARRISON ON
 CL2356'STATE RIGHT OF WAY.
 CL2356'
 CL2356'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 68 AND
 CL2356'272 LOCATED APPROXIMATELY 3-1/4 MILES SOUTH-SOUTHEAST OF OCONEE,
 CL2356'GO NORTHEAST ALONG STATE ROUTE 68 FOR 1.3 MILES TO THE STATION
 CL2356'ON THE RIGHT.
 CL2356'
 CL2356'THE STATION IS LOCATED 45 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2356'THE HIGHWAY, 115.0 FEET SOUTH-SOUTHWEST OF AN 18 INCH CONCRETE
 CL2356'CULVERT UNDER A DRIVEWAY TO THE SOUTHEAST, 22.0 FEET NORTHWEST
 CL2356'OF A 36 INCH OAK TREE, 50.8 FEET NORTH-NORTHWEST OF A 24 INCH
 CL2356'OAK TREE, 28.8 FEET NORTH-NORTHEAST OF ANOTHER 24 INCH OAK TREE,
 CL2356'AND 2.0 FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS
 CL2356'DISK STAMPED---150-214 1977---, SET IN THE TOP OF A 10 INCH
 CL2356'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2356'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 CL2356'STANDARD DISK STAMPED---150-214 1977---, SET IN THE TOP OF A
 CL2356'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.87 METER BELOW THE
 CL2356'SURFACE OF THE GROUND.
 CL2356'
 CL2356'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 CL2356'STATE ROUTE 68 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2356'IT IS LOCATED 37 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 CL2356'3.0 FEET SOUTHEAST OF HIGHWAY MILE POST NUMBER 4, 290.0 FEET
 CL2356'SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 221.0
 CL2356'FEET EAST-NORTHEAST OF A POWER POLE ON THE NORTHWEST SIDE OF
 CL2356'THE HIGHWAY, AND 1.9 FEET NORTHWEST OF A WITNESS POST. IT IS A
 CL2356'STANDARD DISK STAMPED---150-214 1977 AZMK---, SET IN THE TOP
 CL2356'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 CL2356'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2356'
 CL2356'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2213 ***********************************************************************
 CL2213  DESIGNATION -  BV 150 216
 CL2213  PID         -  CL2213
 CL2213  STATE/COUNTY-  GA/WASHINGTON
 CL2213  USGS QUAD   -  RIDDLEVILLE (1981)
 CL2213
 CL2213                         *CURRENT SURVEY CONTROL
 CL2213  ___________________________________________________________________
 CL2213* NAD 83(1994)-  32 55 51.57966(N)    082 43 35.20404(W)     ADJUSTED  
 CL2213* NAVD 88     -       128.     (meters)     420.     (feet)  VERTCON   
 CL2213  ___________________________________________________________________
 CL2213  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CL2213  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CL2213
 CL2213  HORZ ORDER  -  SECOND
 CL2213
 CL2213.The horizontal coordinates were established by classical geodetic methods
 CL2213.and adjusted by the National Geodetic Survey in September 1997..
 CL2213
 CL2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2213
 CL2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2213
 CL2213.The geoid height was determined by GEOID03.
 CL2213
 CL2213;                    North         East     Units Scale Factor Converg.
 CL2213;SPC GA E     -   325,088.177   147,651.070   MT  0.99993378   -0 18 15.5
 CL2213;SPC GA E     - 1,066,560.13    484,418.55   sFT  0.99993378   -0 18 15.5
 CL2213;UTM  17      - 3,644,959.285   338,587.152   MT  0.99992126   -0 56 19.5
 CL2213
 CL2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2213!SPC GA E     -   0.99998440  x   0.99993378  =   0.99991818
 CL2213!UTM  17      -   0.99998440  x   0.99992126  =   0.99990566
 CL2213
 CL2213|---------------------------------------------------------------------|
 CL2213| PID    Reference Object                     Distance      Geod. Az  |
 CL2213|                                                           dddmmss.s |
 CL2213| CL2212 BV 150 216 GADT PTA                  23.780 METERS 11742     |
 CL2213| CY7293 BV 150 216 AZ MK                                   1263322.8 |
 CL2213|---------------------------------------------------------------------|
 CL2213
 CL2213                          SUPERSEDED SURVEY CONTROL
 CL2213
 CL2213  NAD 83(1986)-  32 55 51.58417(N)    082 43 35.20192(W) AD(       ) 2
 CL2213  NAD 27      -  32 55 51.02242(N)    082 43 35.71754(W) AD(       ) 2
 CL2213  NGVD 29 (07/19/86)  128.     (m)          420.     (f) VERT ANG       
 CL2213
 CL2213.Superseded values are not recommended for survey control.
 CL2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2213.See file dsdata.txt to determine how the superseded data were derived.
 CL2213
 CL2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3858744959(NAD 83)
 CL2213_MARKER: DD = SURVEY DISK
 CL2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2213
 CL2213  HISTORY     - Date     Condition        Report By
 CL2213  HISTORY     - 1977     MONUMENTED       GADT
 CL2213
 CL2213                          STATION DESCRIPTION
 CL2213
 CL2213'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2213'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF RIDDLEVILLE, 5
 CL2213'MILES EAST OF TENNILLE AND 6 MILES SOUTHEAST OF SANDERSVILLE
 CL2213'ON STATE RIGHT OF WAY.
 CL2213'
 CL2213'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 231 AND
 CL2213'242 IN RIDDLEVILLE, GO NORTHWEST ALONG STATE ROUTE 242 FOR
 CL2213'2.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 333 TO THE
 CL2213'RIGHT. CONTINUE GOING NORTHWEST ALONG STATE ROUTE 242 FOR 1.6
 CL2213'MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 CL2213'NORTHWEST ALONG STATE ROUTE 242 FOR 0.35 MILE TO THE STATION
 CL2213'ON THE LEFT.
 CL2213'
 CL2213'THE STATION IS LOCATED 46 FEET SOUTHWEST OF THE CENTERLINE OF
 CL2213'THE HIGHWAY, 133.6 FEET SOUTHEAST OF A POWER POLE, 75 FEET
 CL2213'SOUTH-SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CL2213'OF STATE ROUTE 242 AND COUNTY ROAD 128 TO THE NORTHEAST, 95.5
 CL2213'FEET SOUTH-SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE
 CL2213'PEDESTAL IN THE EAST QUADRANT OF THE INTERSECTION, 5.5 FEET
 CL2213'NORTH-NORTHEAST OF A POWER POLE, AND 2.4 FEET NORTHEAST OF
 CL2213'A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---150-216
 CL2213'1977---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2213'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2213'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL2213'STAMPED---150-216 1977---, SET IN THE TOP OF A 5 INCH
 CL2213'CONCRETE CYLINDER APPROXIMATELY 0.80 METER BELOW THE SURFACE
 CL2213'OF THE GROUND.
 CL2213'
 CL2213'THE AZIMUTH MARK IS LOCATED 49 FEET NORTHEAST OF THE CENTERLINE
 CL2213'OF THE HIGHWAY, 89.0 FEET NORTHWEST OF A POWER POLE, 108.3 FEET
 CL2213'SOUTHEAST OF A RIGHT OF WAY MARKER, 80.0 FEET EAST-NORTHEAST OF
 CL2213'HIGHWAY MILE POST 6 ON THE SOUTHWEST SIDE OF THE HIGHWAY, AND
 CL2213'1.5 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT IS
 CL2213'A STANDARD DISK STAMPED---150-216 1977 AZMK---, SET IN THE TOP
 CL2213'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE
 CL2213'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2213'
 CL2213'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2325 ***********************************************************************
 CL2325  DESIGNATION -  BV 150 217
 CL2325  PID         -  CL2325
 CL2325  STATE/COUNTY-  GA/WASHINGTON
 CL2325  USGS QUAD   -  SANDERSVILLE (1985)
 CL2325
 CL2325                         *CURRENT SURVEY CONTROL
 CL2325  ___________________________________________________________________
 CL2325* NAD 83(1994)-  32 53 49.59975(N)    082 45 28.27083(W)     ADJUSTED  
 CL2325* NAVD 88     -       149.     (meters)     489.     (feet)  VERTCON   
 CL2325  ___________________________________________________________________
 CL2325  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CL2325  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CL2325
 CL2325  HORZ ORDER  -  SECOND
 CL2325
 CL2325.The horizontal coordinates were established by classical geodetic methods
 CL2325.and adjusted by the National Geodetic Survey in September 1997..
 CL2325
 CL2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2325
 CL2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2325
 CL2325.The geoid height was determined by GEOID03.
 CL2325
 CL2325;                    North         East     Units Scale Factor Converg.
 CL2325;SPC GA E     -   321,346.750   144,692.826   MT  0.99993770   -0 19 16.0
 CL2325;SPC GA E     - 1,054,285.13    474,713.05   sFT  0.99993770   -0 19 16.0
 CL2325;UTM  17      - 3,641,250.859   335,587.706   MT  0.99993331   -0 57 17.9
 CL2325
 CL2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2325!SPC GA E     -   0.99998110  x   0.99993770  =   0.99991880
 CL2325!UTM  17      -   0.99998110  x   0.99993331  =   0.99991441
 CL2325
 CL2325:                Primary Azimuth Mark                     Grid Az
 CL2325:SPC GA E     -  BV 150 217 AZ MK                         085 37 23.7
 CL2325:UTM  17      -  BV 150 217 AZ MK                         086 15 25.6
 CL2325
 CL2325|---------------------------------------------------------------------|
 CL2325| PID    Reference Object                     Distance      Geod. Az  |
 CL2325|                                                           dddmmss.s |
 CL2325| CY7294 BV 150 217 AZ MK                                   0851807.7 |
 CL2325| CL2343 TENNILLE CABLE TV MAST              APPROX. 9.1 KM 2903834.2 |
 CL2325| CL2333 TENNILLE SOU RWY MICROWAVE          APPROX. 6.4 KM 3162321.4 |
 CL2325| CL2326 BV 150 217 GADT PTA                  20.377 METERS 33857     |
 CL2325|---------------------------------------------------------------------|
 CL2325
 CL2325                          SUPERSEDED SURVEY CONTROL
 CL2325
 CL2325  NAD 83(1986)-  32 53 49.60439(N)    082 45 28.26872(W) AD(       ) 2
 CL2325  NAD 27      -  32 53 49.03600(N)    082 45 28.77661(W) AD(       ) 2
 CL2325  NGVD 29 (07/19/86)  149.     (m)          489.     (f) VERT ANG       
 CL2325
 CL2325.Superseded values are not recommended for survey control.
 CL2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2325.See file dsdata.txt to determine how the superseded data were derived.
 CL2325
 CL2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3558841251(NAD 83)
 CL2325_MARKER: DD = SURVEY DISK
 CL2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2325
 CL2325  HISTORY     - Date     Condition        Report By
 CL2325  HISTORY     - 1977     MONUMENTED       GADT
 CL2325
 CL2325                          STATION DESCRIPTION
 CL2325
 CL2325'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2325'THE STATION IS ABOUT 4 MILES SOUTHEAST OF TENNILLE, 5-1/4 MILES
 CL2325'NORTH-NORTHWEST OF HARRISON, AND 5-1/2 MILES WEST OF RIDDLEVILLE
 CL2325'ON COUNTY RIGHT OF WAY.
 CL2325'
 CL2325'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 CL2325'STATE ROUTE 68 IN TENNILLE, GO SOUTH ALONG STATE ROUTE 15 FOR
 CL2325'3.35 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 92613 CROSSING.
 CL2325'TURN LEFT GOING EAST ALONG COUNTY ROAD 92613 FOR 1.0 MILE TO A
 CL2325'RAILWAY CROSSING. CONTINUE GOING EAST ALONG COUNTY ROAD 92613
 CL2325'FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 CL2325'
 CL2325'THE STATION IS LOCATED 48 FEET SOUTH-SOUTHEAST OF THE CENTER
 CL2325'LINE OF THE ROAD, 34.8 FEET WEST OF A 3 FORKED WALNUT TREE,
 CL2325'10.0 FEET NORTH-NORTHEAST OF A POWER POLE, 131.0 FEET NORTHEAST
 CL2325'OF THE NORTHEAST CORNER OF THE RESIDENCE OF MRS. J.T. JOHNSON
 CL2325'AND MRS. W. L. DOWNS, 114.7 FEET SOUTH-SOUTHEAST OF A POWER
 CL2325'POLE ON THE NORTH SIDE OF THE ROAD, AND 2.0 FEET NORTH-NORTHWEST
 CL2325'OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2325'STAMPED---150-217 1977---, SET IN THE TOP OF A 10 INCH
 CL2325'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2325'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 CL2325'A STANDARD DISK STAMPED---150-217 1977---, SET IN THE TOP OF
 CL2325'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.85 METER BELOW THE
 CL2325'SURFACE OF THE GROUND.
 CL2325'
 CL2325'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG COUNTY
 CL2325'ROAD 92613 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT. IT IS
 CL2325'LOCATED 49 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5.2 FEET
 CL2325'WEST OF A POWER POLE, 5.6 FEET EAST-NORTHEAST OF A RIGHT OF WAY
 CL2325'MARKER, AND 1.5 FEET NORTH-NORTHWEST OF A WITNESS POST. IT IS
 CL2325'A STANDARD DISK STAMPED---150-217 1977 AZMK---, SET IN THE TOP
 CL2325'OF A 10 INCH CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE
 CL2325'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2325'
 CL2325'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2218 ***********************************************************************
 CL2218  DESIGNATION -  BV 150 218
 CL2218  PID         -  CL2218
 CL2218  STATE/COUNTY-  GA/WASHINGTON
 CL2218  USGS QUAD   -  RIDDLEVILLE (1981)
 CL2218
 CL2218                         *CURRENT SURVEY CONTROL
 CL2218  ___________________________________________________________________
 CL2218* NAD 83(1994)-  32 57 41.54994(N)    082 42 19.83432(W)     ADJUSTED  
 CL2218* NAVD 88     -       121.     (meters)     397.     (feet)  VERTCON   
 CL2218  ___________________________________________________________________
 CL2218  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CL2218  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CL2218
 CL2218  HORZ ORDER  -  SECOND
 CL2218
 CL2218.The horizontal coordinates were established by classical geodetic methods
 CL2218.and adjusted by the National Geodetic Survey in September 1997..
 CL2218
 CL2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2218
 CL2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2218
 CL2218.The geoid height was determined by GEOID03.
 CL2218
 CL2218;                    North         East     Units Scale Factor Converg.
 CL2218;SPC GA E     -   328,465.498   149,626.299   MT  0.99993128   -0 17 35.4
 CL2218;SPC GA E     - 1,077,640.55    490,898.95   sFT  0.99993128   -0 17 35.4
 CL2218;UTM  17      - 3,648,314.467   340,599.641   MT  0.99991329   -0 55 41.2
 CL2218
 CL2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2218!SPC GA E     -   0.99998551  x   0.99993128  =   0.99991679
 CL2218!UTM  17      -   0.99998551  x   0.99991329  =   0.99989880
 CL2218
 CL2218|---------------------------------------------------------------------|
 CL2218| PID    Reference Object                     Distance      Geod. Az  |
 CL2218|                                                           dddmmss.s |
 CL2218| CL2217 BV 150 218 GADT PTA                   6.198 METERS 09233     |
 CL2218| CY7295 BV 150 218 AZ MK                                   0972641.7 |
 CL2218|---------------------------------------------------------------------|
 CL2218
 CL2218                          SUPERSEDED SURVEY CONTROL
 CL2218
 CL2218  NAD 83(1986)-  32 57 41.55441(N)    082 42 19.83217(W) AD(       ) 2
 CL2218  NAD 27      -  32 57 40.99539(N)    082 42 20.34984(W) AD(       ) 2
 CL2218  NGVD 29 (07/19/86)  121.     (m)          397.     (f) VERT ANG       
 CL2218
 CL2218.Superseded values are not recommended for survey control.
 CL2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2218.See file dsdata.txt to determine how the superseded data were derived.
 CL2218
 CL2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4060048314(NAD 83)
 CL2218_MARKER: DD = SURVEY DISK
 CL2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2218
 CL2218  HISTORY     - Date     Condition        Report By
 CL2218  HISTORY     - 1977     MONUMENTED       GADT
 CL2218
 CL2218                          STATION DESCRIPTION
 CL2218
 CL2218'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2218'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF RIDDLEVILLE,
 CL2218'5-3/4 MILES WEST-SOUTHWEST OF DAVISBORO, AND 6-1/4 MILES EAST-
 CL2218'SOUTHEAST OF SANDERSVILLE ON STATE RIGHT OF WAY.
 CL2218'
 CL2218'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND
 CL2218'88 IN SANDERSVILLE, GO EAST-SOUTHEAST ALONG STATE ROUTE 24 FOR
 CL2218'1.6 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 67 CROSSING.
 CL2218'CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 24 FOR 2.0
 CL2218'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 105 CROSSING. CONTINUE
 CL2218'GOING EAST-SOUTHEAST ALONG STATE ROUTE 24 FOR 2.05 MILES TO THE
 CL2218'JUNCTION OF DIRT COUNTY ROAD 92668 TO THE LEFT. CONTINUE GOING
 CL2218'EAST-SOUTHEAST ALONG STATE ROUTE 24 FOR 0.35 MILE TO THE
 CL2218'STATION ON THE LEFT.
 CL2218'
 CL2218'THE STATION IS LOCATED 27.5 FEET NORTH OF THE CENTERLINE OF
 CL2218'THE HIGHWAY, 37.5 FEET WEST-NORTHWEST OF THE WEST END OF AN 18
 CL2218'INCH METAL CULVERT UNDER A DRIVEWAY TO THE NORTH, 136.5 FEET
 CL2218'NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 CL2218'SOUTH SIDE OF THE HIGHWAY, 175.0 FEET NORTH OF A POWER POLE WITH
 CL2218'A TRANSFORMER ON THE SOUTH SIDE OF THE HIGHWAY, AND 1.9 FEET
 CL2218'SOUTH OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2218'STAMPED---150-218 1977---, SET IN THE TOP OF A 10 INCH
 CL2218'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2218'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 CL2218'A STANDARD DISK STAMPED---150-218 1977---, SET IN THE TOP OF
 CL2218'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.87 METER BELOW THE
 CL2218'SURFACE OF THE GROUND.
 CL2218'
 CL2218'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST-SOUTHEAST
 CL2218'ALONG STATE ROUTE 24 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 CL2218'RIGHT. IT IS LOCATED 50 FEET SOUTH OF THE CENTERLINE OF THE
 CL2218'ROAD, 75.0 FEET SOUTH-SOUTHEAST OF THE EAST END OF AN 18 INCH
 CL2218'CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTH, 152.0 FEET EAST
 CL2218'OF HIGHWAY MILE POST 23, 64.3 FEET EAST OF A 22 INCH FORKED PINE
 CL2218'TREE, AND 1.5 FEET NORTH OF A WITNESS POST SET AT A FENCELINE.
 CL2218'IT IS A STANDARD DISK STAMPED---150-218 1977 AZMK---, SET IN
 CL2218'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 CL2218'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2218'
 CL2218'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2345 ***********************************************************************
 CL2345  DESIGNATION -  BV 150 219
 CL2345  PID         -  CL2345
 CL2345  STATE/COUNTY-  GA/WASHINGTON
 CL2345  USGS QUAD   -  SANDERSVILLE (1985)
 CL2345
 CL2345                         *CURRENT SURVEY CONTROL
 CL2345  ___________________________________________________________________
 CL2345* NAD 83(1994)-  32 58 58.65007(N)    082 45 44.33115(W)     ADJUSTED  
 CL2345* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 CL2345  ___________________________________________________________________
 CL2345  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CL2345  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CL2345
 CL2345  HORZ ORDER  -  SECOND
 CL2345
 CL2345.The horizontal coordinates were established by classical geodetic methods
 CL2345.and adjusted by the National Geodetic Survey in September 1997..
 CL2345
 CL2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2345
 CL2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2345
 CL2345.The geoid height was determined by GEOID03.
 CL2345
 CL2345;                    North         East     Units Scale Factor Converg.
 CL2345;SPC GA E     -   330,869.116   144,329.279   MT  0.99993820   -0 19 27.4
 CL2345;SPC GA E     - 1,085,526.42    473,520.31   sFT  0.99993820   -0 19 27.4
 CL2345;UTM  17      - 3,650,776.628   335,329.649   MT  0.99993435   -0 57 34.6
 CL2345
 CL2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2345!SPC GA E     -   0.99998251  x   0.99993820  =   0.99992071
 CL2345!UTM  17      -   0.99998251  x   0.99993435  =   0.99991686
 CL2345
 CL2345|---------------------------------------------------------------------|
 CL2345| PID    Reference Object                     Distance      Geod. Az  |
 CL2345|                                                           dddmmss.s |
 CL2345| CL2344 BV 150 219 GADT PTA                   7.654 METERS 06014     |
 CL2345| CY7296 BV 150 219 AZ MK                                   2853101.6 |
 CL2345|---------------------------------------------------------------------|
 CL2345
 CL2345                          SUPERSEDED SURVEY CONTROL
 CL2345
 CL2345  NAD 83(1986)-  32 58 58.65457(N)    082 45 44.32894(W) AD(       ) 2
 CL2345  NAD 27      -  32 58 58.09769(N)    082 45 44.84044(W) AD(       ) 2
 CL2345  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 CL2345
 CL2345.Superseded values are not recommended for survey control.
 CL2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2345.See file dsdata.txt to determine how the superseded data were derived.
 CL2345
 CL2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3533050777(NAD 83)
 CL2345_MARKER: DD = SURVEY DISK
 CL2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2345
 CL2345  HISTORY     - Date     Condition        Report By
 CL2345  HISTORY     - 1977     MONUMENTED       GADT
 CL2345
 CL2345                          STATION DESCRIPTION
 CL2345
 CL2345'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2345'THE STATION IS ABOUT 2-3/4 MILES EAST OF SANDERSVILLE, 4-1/4
 CL2345'MILES NORTHEAST OF TENNILLE, AND 9 MILES WEST OF DAVISBORO ON
 CL2345'STATE RIGHT OF WAY.
 CL2345'
 CL2345'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 88 AND
 CL2345'24 IN SANDERSVILLE, GO EAST ALONG STATE ROUTE 24 FOR 1.6 MILES
 CL2345'TO THE JUNCTION OF PAVED COUNTY ROAD 67 CROSSING. CONTINUE GOING
 CL2345'EAST-SOUTHEAST ALONG STATE ROUTE 24 FOR 0.45 MILE TO THE AZIMUTH
 CL2345'MARK ON THE RIGHT. CONTINUE GOING EAST-SOUTHEAST ALONG STATE
 CL2345'ROUTE 24 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CL2345'
 CL2345'THE STATION IS LOCATED 43 FEET NORTH-NORTHEAST OF THE CENTER
 CL2345'LINE OF THE HIGHWAY, 119.0 FEET WEST OF A POWER POLE, 50.5 FEET
 CL2345'EAST-NORTHEAST OF THE CENTER OF A CLUSTER OF CHINABERRY TREES
 CL2345'AT THE CENTER OF A DRIVEWAY TO THE NORTH, 58.0 FEET WEST-
 CL2345'SOUTHWEST OF A 4 INCH CEDAR TREE, AND 2.6 FEET SOUTH-SOUTHWEST
 CL2345'OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2345'STAMPED---150-219 1977---, SET IN THE TOP OF A 10 INCH
 CL2345'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2345'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 CL2345'STANDARD DISK STAMPED---150-219 1977---, SET IN THE TOP OF A
 CL2345'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.75 METER BELOW THE
 CL2345'SURFACE OF THE GROUND.
 CL2345'
 CL2345'THE AZIMUTH MARK IS LOCATED 44 FEET SOUTH-SOUTHWEST OF THE
 CL2345'CENTERLINE OF THE HIGHWAY, 84.0 FEET WEST OF THE WEST END OF AN
 CL2345'18 INCH METAL CULVERT UNDER A DRIVEWAY TO THE SOUTHEAST, 96.0
 CL2345'FEET SOUTH-SOUTHEAST OF THE EAST END OF AN 18 INCH CONCRETE
 CL2345'CULVERT UNDER A DRIVEWAY TO THE NORTHEAST, 103.0 FEET WEST-
 CL2345'SOUTHWEST OF THE WEST END OF AN 18 INCH CONCRETE CULVERT UNDER
 CL2345'ANOTHER DRIVEWAY TO THE NORTHEAST, AND 2.0 FEET NORTH-NORTHEAST
 CL2345'OF A WITNESS POST SET AT A FENCELINE. IT IS A STANDARD DISK
 CL2345'STAMPED---150-219 1977 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2345'CYLINDRICAL CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 CL2345'GROUND WITH STEEL RODS EMBEDDED.
 CL2345'
 CL2345'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1716 ***********************************************************************
 DF1716  DESIGNATION -  BV 150 220
 DF1716  PID         -  DF1716
 DF1716  STATE/COUNTY-  GA/WASHINGTON
 DF1716  USGS QUAD   -  DOWNS (1981)
 DF1716
 DF1716                         *CURRENT SURVEY CONTROL
 DF1716  ___________________________________________________________________
 DF1716* NAD 83(1994)-  33 00 04.51882(N)    082 39 35.51514(W)     ADJUSTED  
 DF1716* NAVD 88     -       114.     (meters)     374.     (feet)  VERTCON   
 DF1716  ___________________________________________________________________
 DF1716  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DF1716  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DF1716
 DF1716  HORZ ORDER  -  SECOND
 DF1716
 DF1716.The horizontal coordinates were established by classical geodetic methods
 DF1716.and adjusted by the National Geodetic Survey in September 1997..
 DF1716
 DF1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1716
 DF1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1716
 DF1716.The geoid height was determined by GEOID03.
 DF1716
 DF1716;                    North         East     Units Scale Factor Converg.
 DF1716;SPC GA E     -   332,848.614   153,914.029   MT  0.99992618   -0 16 07.1
 DF1716;SPC GA E     - 1,092,020.83    504,966.28   sFT  0.99992618   -0 16 07.1
 DF1716;UTM  17      - 3,652,649.671   344,935.602   MT  0.99989648   -0 54 15.3
 DF1716
 DF1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1716!SPC GA E     -   0.99998661  x   0.99992618  =   0.99991280
 DF1716!UTM  17      -   0.99998661  x   0.99989648  =   0.99988310
 DF1716
 DF1716|---------------------------------------------------------------------|
 DF1716| PID    Reference Object                     Distance      Geod. Az  |
 DF1716|                                                           dddmmss.s |
 DF1716| DF1715 BV 150 220 GADT PTA                  21.613 METERS 00159     |
 DF1716| CL2164 DAVISBORO N MUN TANK                APPROX. 5.0 KM 1085208.7 |
 DF1716| DF2958 BV 150 220 AZ MK                                   3203449.5 |
 DF1716|---------------------------------------------------------------------|
 DF1716
 DF1716                          SUPERSEDED SURVEY CONTROL
 DF1716
 DF1716  NAD 83(1986)-  33 00 04.52343(N)    082 39 35.51270(W) AD(       ) 2
 DF1716  NAD 27      -  33 00 03.97187(N)    082 39 36.03166(W) AD(       ) 2
 DF1716  NGVD 29 (07/19/86)  114.     (m)          374.     (f) VERT ANG       
 DF1716
 DF1716.Superseded values are not recommended for survey control.
 DF1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1716.See file dsdata.txt to determine how the superseded data were derived.
 DF1716
 DF1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4493652650(NAD 83)
 DF1716_MARKER: DD = SURVEY DISK
 DF1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1716
 DF1716  HISTORY     - Date     Condition        Report By
 DF1716  HISTORY     - 1977     MONUMENTED       GADT
 DF1716
 DF1716                          STATION DESCRIPTION
 DF1716
 DF1716'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 DF1716'THE STATION IS ABOUT 3-1/2 MILES WEST-NORTHWEST OF DAVISBORO,
 DF1716'6-1/2 MILES NORTH OF RIDDLEVILLE, AND 8-3/4 MILES EAST OF
 DF1716'SANDERSVILLE ON THE PROPERTY OF MR. RICHARD B. PUTNEY, 3600
 DF1716'WELSHIRE BOULEVARD, SUITE 1408, LOS ANGELES, CALIFORNIA 90010.
 DF1716'PERMISSION TO ESTABLISH THE STATION GRANTED BY MR. RICHARD
 DF1716'WHALEY, GENERAL MANAGER OF THE PROPERTY.
 DF1716'
 DF1716'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND
 DF1716'STATE ROUTE 24 IN DAVISBORO, GO WEST ALONG STATE ROUTE 24 FOR
 DF1716'2.45 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 112 TO THE
 DF1716'RIGHT. TURN RIGHT GOING NORTHWEST ALONG COUNTY ROAD 112 FOR
 DF1716'0.25 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 109 FORKING TO
 DF1716'THE LEFT. CONTINUE GOING NORTHWEST ALONG COUNTY ROAD 112 FOR
 DF1716'1.0 MILE TO A GRASS AIR FIELD ON THE RIGHT AND THE STATION ON
 DF1716'THE LEFT.
 DF1716'
 DF1716'THE STATION IS LOCATED 21 FEET SOUTHWEST OF THE CENTERLINE OF
 DF1716'THE ROAD, 12.0 FEET NORTHWEST OF A POWER POLE, AND 2.5 FEET
 DF1716'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 DF1716'STAMPED---150-220 1977---, SET IN THE TOP OF A 10 INCH
 DF1716'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1716'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 DF1716'STANDARD DISK STAMPED---150-220 1977--- SET IN THE TOP OF A 5
 DF1716'INCH CONCRETE CYLINDER APPROXIMATELY 0.89 METER BELOW THE
 DF1716'SURFACE OF THE GROUND.
 DF1716'
 DF1716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ALONG
 DF1716'COUNTY ROAD 112 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DF1716'IT IS LOCATED 32 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 DF1716'4.0 FEET NORTHEAST OF A POWER POLE, AND 4.2 FEET EAST OF A
 DF1716'WITNESS POST. IT IS A STANDARD DISK STAMPED---150-220 1977
 DF1716'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1716'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 DF1716'EMBEDDED.
 DF1716'
 DF1716'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2167 ***********************************************************************
 CL2167  DESIGNATION -  BV 150 221
 CL2167  PID         -  CL2167
 CL2167  STATE/COUNTY-  GA/WASHINGTON
 CL2167  USGS QUAD   -  DAVISBORO (1974)
 CL2167
 CL2167                         *CURRENT SURVEY CONTROL
 CL2167  ___________________________________________________________________
 CL2167* NAD 83(1994)-  32 58 02.70706(N)    082 37 22.69014(W)     ADJUSTED  
 CL2167* NAVD 88     -       106.     (meters)     348.     (feet)  VERTCON   
 CL2167  ___________________________________________________________________
 CL2167  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CL2167  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CL2167
 CL2167  HORZ ORDER  -  SECOND
 CL2167
 CL2167.The horizontal coordinates were established by classical geodetic methods
 CL2167.and adjusted by the National Geodetic Survey in September 1997..
 CL2167
 CL2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2167
 CL2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2167
 CL2167.The geoid height was determined by GEOID03.
 CL2167
 CL2167;                    North         East     Units Scale Factor Converg.
 CL2167;SPC GA E     -   329,080.760   157,345.449   MT  0.99992243   -0 14 53.9
 CL2167;SPC GA E     - 1,079,659.13    516,224.19   sFT  0.99992243   -0 14 53.9
 CL2167;UTM  17      - 3,648,844.131   348,324.916   MT  0.99988366   -0 52 60.0
 CL2167
 CL2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2167!SPC GA E     -   0.99998788  x   0.99992243  =   0.99991031
 CL2167!UTM  17      -   0.99998788  x   0.99988366  =   0.99987154
 CL2167
 CL2167|---------------------------------------------------------------------|
 CL2167| PID    Reference Object                     Distance      Geod. Az  |
 CL2167|                                                           dddmmss.s |
 CL2167| CL2166 BV 150 221 GADT PTA                  27.996 METERS 03109     |
 CL2167| CL2164 DAVISBORO N MUN TANK                APPROX. 2.5 KM 0311952.1 |
 CL2167| CY7297 BV 150 221 AZ MK                                   2420839.3 |
 CL2167|---------------------------------------------------------------------|
 CL2167
 CL2167                          SUPERSEDED SURVEY CONTROL
 CL2167
 CL2167  NAD 83(1986)-  32 58 02.71168(N)    082 37 22.68774(W) AD(       ) 2
 CL2167  NAD 27      -  32 58 02.15820(N)    082 37 23.20918(W) AD(       ) 2
 CL2167  NGVD 29 (07/19/86)  106.     (m)          348.     (f) VERT ANG       
 CL2167
 CL2167.Superseded values are not recommended for survey control.
 CL2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2167.See file dsdata.txt to determine how the superseded data were derived.
 CL2167
 CL2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4832548844(NAD 83)
 CL2167_MARKER: DD = SURVEY DISK
 CL2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2167
 CL2167  HISTORY     - Date     Condition        Report By
 CL2167  HISTORY     - 1977     MONUMENTED       GADT
 CL2167
 CL2167                          STATION DESCRIPTION
 CL2167
 CL2167'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2167'THE STATION IS ABOUT 1-1/4 MILES SOUTHWEST OF DAVISBORO, 4-3/4
 CL2167'MILES NORTH-NORTHEAST OF RIDDLEVILLE, AND 11 MILES EAST OF
 CL2167'SANDERSVILLE ON COUNTY RIGHT OF WAY.
 CL2167'
 CL2167'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND
 CL2167'STATE ROUTE 24 IN DAVISBORO, GO SOUTHWEST ALONG STATE ROUTE 231
 CL2167'FOR 1.0 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 132 TO THE
 CL2167'LEFT. CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 231 FOR 0.9
 CL2167'MILE TO THE STATION ON THE LEFT.
 CL2167'
 CL2167'THE STATION IS LOCATED 34 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2167'THE HIGHWAY, 91.0 FEET WEST-SOUTHWEST OF A 48 INCH FORKED OAK
 CL2167'TREE, 18.0 FEET NORTH-NORTHWEST OF A POWER POLE, 7.0 FEET
 CL2167'NORTHEAST OF A TELEPHONE POLE, 78.4 FEET EAST-SOUTHEAST OF A
 CL2167'FIRE HYDRANT ON THE NORTH SIDE OF THE HIGHWAY, AND 2.4 FEET
 CL2167'NORTH-NORTHWEST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2167'STAMPED---150-221 1977---, SET IN THE TOP OF A 10 INCH
 CL2167'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2167'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS A
 CL2167'STANDARD DISK STAMPED---150-221 1977---, SET IN THE TOP OF A
 CL2167'5 INCH CONCRETE CYLINDER APPROXIMATELY 0.84 METER BELOW THE
 CL2167'SURFACE OF THE GROUND.
 CL2167'
 CL2167'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG
 CL2167'STATE ROUTE 231 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CL2167'IT IS LOCATED 32 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CL2167'HIGHWAY, 7.0 FEET EAST-NORTHEAST OF A POWER POLE, 76.0 FEET
 CL2167'EAST-SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY,
 CL2167'231.0 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON
 CL2167'THE NORTH SIDE OF THE HIGHWAY, AND 2.7 FEET SOUTH-SOUTHEAST OF
 CL2167'A WITNESS POST. IT IS A STANDARD DISK STAMPED---150-221 1977
 CL2167'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2167'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2167'EMBEDDED.
 CL2167'
 CL2167'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2209 ***********************************************************************
 CL2209  DESIGNATION -  BV 150 222
 CL2209  PID         -  CL2209
 CL2209  STATE/COUNTY-  GA/WASHINGTON
 CL2209  USGS QUAD   -  RIDDLEVILLE (1981)
 CL2209
 CL2209                         *CURRENT SURVEY CONTROL
 CL2209  ___________________________________________________________________
 CL2209* NAD 83(1994)-  32 52 59.07691(N)    082 40 00.67187(W)     ADJUSTED  
 CL2209* NAVD 88     -       123.     (meters)     404.     (feet)  VERTCON   
 CL2209  ___________________________________________________________________
 CL2209  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CL2209  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CL2209
 CL2209  HORZ ORDER  -  SECOND
 CL2209
 CL2209.The horizontal coordinates were established by classical geodetic methods
 CL2209.and adjusted by the National Geodetic Survey in September 1997..
 CL2209
 CL2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2209
 CL2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2209
 CL2209.The geoid height was determined by GEOID03.
 CL2209
 CL2209;                    North         East     Units Scale Factor Converg.
 CL2209;SPC GA E     -   319,746.423   153,198.829   MT  0.99992700   -0 16 17.7
 CL2209;SPC GA E     - 1,049,034.72    502,619.82   sFT  0.99992700   -0 16 17.7
 CL2209;UTM  17      - 3,639,556.577   344,075.354   MT  0.99989978   -0 54 18.6
 CL2209
 CL2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2209!SPC GA E     -   0.99998520  x   0.99992700  =   0.99991220
 CL2209!UTM  17      -   0.99998520  x   0.99989978  =   0.99988498
 CL2209
 CL2209:                Primary Azimuth Mark                     Grid Az
 CL2209:SPC GA E     -  TENNILLE CABLE TV MAST                   285 57 07.5
 CL2209:UTM  17      -  TENNILLE CABLE TV MAST                   286 35 08.4
 CL2209
 CL2209|---------------------------------------------------------------------|
 CL2209| PID    Reference Object                     Distance      Geod. Az  |
 CL2209|                                                           dddmmss.s |
 CL2209| CL2343 TENNILLE CABLE TV MAST              APPROX.17.7 KM 2854049.8 |
 CL2209| CL2210 BV 150 222 GADT PTA                  21.646 METERS 32905     |
 CL2209| CY7298 BV 150 222 AZ MK                                   3562530.6 |
 CL2209|---------------------------------------------------------------------|
 CL2209
 CL2209                          SUPERSEDED SURVEY CONTROL
 CL2209
 CL2209  NAD 83(1986)-  32 52 59.08146(N)    082 40 00.66989(W) AD(       ) 2
 CL2209  NAD 27      -  32 52 58.51410(N)    082 40 01.18835(W) AD(       ) 2
 CL2209  NGVD 29 (07/19/86)  123.     (m)          404.     (f) VERT ANG       
 CL2209
 CL2209.Superseded values are not recommended for survey control.
 CL2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2209.See file dsdata.txt to determine how the superseded data were derived.
 CL2209
 CL2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4407539557(NAD 83)
 CL2209_MARKER: DD = SURVEY DISK
 CL2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2209
 CL2209  HISTORY     - Date     Condition        Report By
 CL2209  HISTORY     - 1977     MONUMENTED       GADT
 CL2209
 CL2209                          STATION DESCRIPTION
 CL2209
 CL2209'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2209'THE STATION IS ABOUT 1-1/2 MILES SOUTH OF RIDDLEVILLE, 5-1/4
 CL2209'MILES NORTHEAST OF HARRISON, AND 9-1/4 MILES EAST-SOUTHEAST OF
 CL2209'TENNILLE ON COUNTY RIGHT OF WAY.
 CL2209'
 CL2209'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND
 CL2209'STATE ROUTE 242 IN RIDDLEVILLE, GO SOUTH ALONG STATE ROUTE 231
 CL2209'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING
 CL2209'SOUTH ALONG STATE ROUTE 231 FOR 0.4 MILES TO THE STATION ON THE
 CL2209'LEFT.
 CL2209'
 CL2209'THE STATION IS LOCATED 47.5 FEET EAST OF THE CENTERLINE OF THE
 CL2209'HIGHWAY, 32.8 FEET SOUTHEAST OF THE NORTH END OF AN 18 INCH
 CL2209'CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST,
 CL2209'140.5 FEET SOUTHEAST OF AN UNDERGROUND
 CL2209'TELEPHONE CABLE PEDESTAL ON THE WEST SIDE
 CL2209'OF THE HIGHWAY, 106.0 FEET NORTH OF A POWER POLE, AND 4.0 FEET
 CL2209'WEST OF A WITNESS POST SET AT A FENCE LINE. IT IS A STANDARD
 CL2209'BRASS DISK STAMPED---150-222 1977---, SET IN THE TOP OF A 10
 CL2209'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL2209'THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 CL2209'A STANDARD DISK STAMPED---150-222 1977---, SET IN THE TOP OF
 CL2209'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.82 METER BELOW THE
 CL2209'SURFACE OF THE GROUND.
 CL2209'
 CL2209'THE AZIMUTH MARK IS LOCATED 45 FEET EAST OF THE CENTERLINE OF
 CL2209'THE HIGHWAY, 6.0 FEET SOUTH OF A POWER POLE, 426 FEET
 CL2209'NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2209'STATE ROUTE 231 AND DIRT COUNTY ROAD 162 TO THE WEST, AND 1.9
 CL2209'FEET WEST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2209'STAMPED---150-222 1977 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2209'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2209'GROUND WITH STEEL RODS EMBEDDED.
 CL2209'
 CL2209'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2203 ***********************************************************************
 CL2203  DESIGNATION -  BV 150 223
 CL2203  PID         -  CL2203
 CL2203  STATE/COUNTY-  GA/WASHINGTON
 CL2203  USGS QUAD   -  HARRISON (1973)
 CL2203
 CL2203                         *CURRENT SURVEY CONTROL
 CL2203  ___________________________________________________________________
 CL2203* NAD 83(1994)-  32 50 03.02116(N)    082 42 08.94734(W)     ADJUSTED  
 CL2203* NAVD 88     -       125.     (meters)     410.     (feet)  VERTCON   
 CL2203  ___________________________________________________________________
 CL2203  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CL2203  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CL2203
 CL2203  HORZ ORDER  -  SECOND
 CL2203
 CL2203.The horizontal coordinates were established by classical geodetic methods
 CL2203.and adjusted by the National Geodetic Survey in September 1997..
 CL2203
 CL2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2203
 CL2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2203
 CL2203.The geoid height was determined by GEOID03.
 CL2203
 CL2203;                    North         East     Units Scale Factor Converg.
 CL2203;SPC GA E     -   314,339.642   149,837.271   MT  0.99993102   -0 17 25.9
 CL2203;SPC GA E     - 1,031,295.98    491,591.11   sFT  0.99993102   -0 17 25.9
 CL2203;UTM  17      - 3,634,187.396   340,654.330   MT  0.99991309   -0 55 23.9
 CL2203
 CL2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2203!SPC GA E     -   0.99998488  x   0.99993102  =   0.99991590
 CL2203!UTM  17      -   0.99998488  x   0.99991309  =   0.99989797
 CL2203
 CL2203|---------------------------------------------------------------------|
 CL2203| PID    Reference Object                     Distance      Geod. Az  |
 CL2203|                                                           dddmmss.s |
 CL2203| CL2202 BV 150 223 GADT PTA                  24.944 METERS 03233     |
 CL2203| CY7299 BV 150 223 AZ MK                                   0480526.1 |
 CL2203|---------------------------------------------------------------------|
 CL2203
 CL2203                          SUPERSEDED SURVEY CONTROL
 CL2203
 CL2203  NAD 83(1986)-  32 50 03.02579(N)    082 42 08.94541(W) AD(       ) 2
 CL2203  NAD 27      -  32 50 02.45326(N)    082 42 09.45889(W) AD(       ) 2
 CL2203  NGVD 29 (07/19/86)  125.     (m)          410.     (f) VERT ANG       
 CL2203
 CL2203.Superseded values are not recommended for survey control.
 CL2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2203.See file dsdata.txt to determine how the superseded data were derived.
 CL2203
 CL2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4065434187(NAD 83)
 CL2203_MARKER: DD = SURVEY DISK
 CL2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2203
 CL2203  HISTORY     - Date     Condition        Report By
 CL2203  HISTORY     - 1977     MONUMENTED       GADT
 CL2203
 CL2203                          STATION DESCRIPTION
 CL2203
 CL2203'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2203'THE STATION IS ABOUT 1-1/2 MILES EAST-NORTHEAST OF HARRISON,
 CL2203'5-1/2 MILES SOUTH-SOUTHWEST OF RIDDELVILLE, AND 9-1/2 MILES
 CL2203'SOUTHEAST OF TENNILLE ON STATE RIGHT OF WAY.
 CL2203'
 CL2203'TO REACH THE STATION FROM THE JUNCTION OF THE GEORGIA RAILWAY
 CL2203'AND STATE ROUTE 231 IN HARRISON, GO EASTERLY ALONG STATE ROUTE
 CL2203'231 FOR 0.7 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 91561
 CL2203'FORKING TO THE RIGHT. CONTINUE GOING NOW NORTHEAST ALONG STATE
 CL2203'ROUTE 231 FOR 0.8 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 204
 CL2203'TO THE RIGHT. CONTINUE GOING NORTHEAST ALONG STATE ROUTE 231 FOR
 CL2203'0.2 MILE TO THE STATION ON THE LEFT.
 CL2203'
 CL2203'THE STATION IS LOCATED 47 FEET NORTHWEST OF THE CENTERLINE OF
 CL2203'THE HIGHWAY, 30.8 FEET NORTH-NORTHEAST OF A 36 INCH PECAN TREE
 CL2203'SOUTHEAST OF THE EAST CORNER OF THE LORD RESIDENCE, 35.2 FEET
 CL2203'NORTHEAST OF A FENCE CORNER POST, 117.5 FEET NORTHEAST OF A 24
 CL2203'INCH PECAN TREE, AND 3.0 FEET SOUTHEAST OF A WITNESS POST SET AT
 CL2203'A FENCE LINE. IT IS A STANDARD BRASS DISK STAMPED---150-223
 CL2203'1977---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2203'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2203'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL2203'STAMPED---150-223 1977---, SET IN THE TOP OF A 5 INCH
 CL2203'CONCRETE CYLINDER APPROXIMATELY 0.83 METER BELOW THE SURFACE
 CL2203'OF THE GROUND.
 CL2203'
 CL2203'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING
 CL2203'NORTHEAST ALONG STATE ROUTE 231 FOR 0.4 MILE TO THE AZIMUTH MARK
 CL2203'ON THE LEFT. IT IS LOCATED 47.5 FEET NORTHWEST OF THE CENTERLINE
 CL2203'OF THE HIGHWAY, 99.3 FEET WEST-NORTHWEST OF A 6 INCH FORKED PINE
 CL2203'TREE ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND 2.5 FEET EAST-
 CL2203'SOUTHEAST OF A WITNESS POST SET AT A FENCE LINE. IT IS A
 CL2203'STANDARD DISK STAMPED---150-223 1977 AZMK---, SET IN THE TOP OF
 CL2203'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 CL2203'OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2203'
 CL2203'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2200 ***********************************************************************
 CL2200  DESIGNATION -  BV 150 224
 CL2200  PID         -  CL2200
 CL2200  STATE/COUNTY-  GA/WASHINGTON
 CL2200  USGS QUAD   -  HARRISON (1973)
 CL2200
 CL2200                         *CURRENT SURVEY CONTROL
 CL2200  ___________________________________________________________________
 CL2200* NAD 83(1994)-  32 47 39.42717(N)    082 38 42.54134(W)     ADJUSTED  
 CL2200* NAVD 88     -       127.     (meters)     417.     (feet)  VERTCON   
 CL2200  ___________________________________________________________________
 CL2200  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CL2200  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CL2200
 CL2200  HORZ ORDER  -  SECOND
 CL2200
 CL2200.The horizontal coordinates were established by classical geodetic methods
 CL2200.and adjusted by the National Geodetic Survey in September 1997..
 CL2200
 CL2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2200
 CL2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2200
 CL2200.The geoid height was determined by GEOID03.
 CL2200
 CL2200;                    North         East     Units Scale Factor Converg.
 CL2200;SPC GA E     -   309,890.719   155,184.944   MT  0.99992476   -0 15 33.0
 CL2200;SPC GA E     - 1,016,699.80    509,135.94   sFT  0.99992476   -0 15 33.0
 CL2200;UTM  17      - 3,629,679.832   345,952.440   MT  0.99989261   -0 53 28.4
 CL2200
 CL2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2200!SPC GA E     -   0.99998458  x   0.99992476  =   0.99990934
 CL2200!UTM  17      -   0.99998458  x   0.99989261  =   0.99987719
 CL2200
 CL2200:                Primary Azimuth Mark                     Grid Az
 CL2200:SPC GA E     -  BV 150 224 AZ MK                         240 08 55.1
 CL2200:UTM  17      -  BV 150 224 AZ MK                         240 46 50.5
 CL2200
 CL2200|---------------------------------------------------------------------|
 CL2200| PID    Reference Object                     Distance      Geod. Az  |
 CL2200|                                                           dddmmss.s |
 CL2200| CY7300 BV 150 224 AZ MK                                   2395322.1 |
 CL2200| CL2201 BV 150 224 GADT PTA                   9.259 METERS 29506     |
 CL2200|---------------------------------------------------------------------|
 CL2200
 CL2200                          SUPERSEDED SURVEY CONTROL
 CL2200
 CL2200  NAD 83(1986)-  32 47 39.43174(N)    082 38 42.53951(W) AD(       ) 2
 CL2200  NAD 27      -  32 47 38.86054(N)    082 38 43.05837(W) AD(       ) 2
 CL2200  NGVD 29 (07/19/86)  127.     (m)          417.     (f) VERT ANG       
 CL2200
 CL2200.Superseded values are not recommended for survey control.
 CL2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2200.See file dsdata.txt to determine how the superseded data were derived.
 CL2200
 CL2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS4595229680(NAD 83)
 CL2200_MARKER: DD = SURVEY DISK
 CL2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2200
 CL2200  HISTORY     - Date     Condition        Report By
 CL2200  HISTORY     - 1977     MONUMENTED       GADT
 CL2200
 CL2200                          STATION DESCRIPTION
 CL2200
 CL2200'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2200'THE STATION IS ABOUT 5-1/4 MILES EAST-SOUTHEAST OF HARRISON,
 CL2200'6-1/4 MILES NORTHEAST OF WRIGHTSVILLE, AND 7-3/4 MILES SOUTH OF
 CL2200'RIDDLEVILLE ON COUNTY RIGHT OF WAY.
 CL2200'
 CL2200'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 15 AND
 CL2200'U.S. HIGHWAY 319 (STATE ROUTE 78) IN WRIGHTSVILLE, GO EAST ALONG
 CL2200'U.S. HIGHWAY 319 (STATE ROUTE 78) FOR 0.55 MILE TO THE JUNCTION
 CL2200'OF PAVED COUNTY ROAD 91472 FORKING TO THE LEFT. TURN LEFT GOING
 CL2200'NORTHEAST ALONG COUNTY ROAD 91472 FOR 0.4 MILE TO THE JUNCTION
 CL2200'OF PAVED COUNTY ROAD 92 FORKING TO THE RIGHT. CONTINUE GOING
 CL2200'NORTH ALONG COUNTY ROAD 91472 FOR 1.75 MILES TO THE JUNCTION OF
 CL2200'PAVED COUNTY 95 FORKING TO THE RIGHT. TURN RIGHT GOING
 CL2200'NORTHEAST ALONG COUNTY ROAD 95 FOR 2.25 MILES TO THE JUNCTION
 CL2200'OF DIRT COUNTY ROAD 100 FORKING TO THE RIGHT. CONTINUE
 CL2200'GOING NORTHEAST ALONG COUNTY ROAD 95 CHANGING TO COUNTY ROAD
 CL2200'193 WHEN ENTERING WASHINGTON COUNTY FOR 1.8 MILES TO THE
 CL2200'AZIMUTH MARK ON THE LEFT.  CONTINUE GOING NORTHEAST ALONG COUNTY
 CL2200'ROAD 193 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 202
 CL2200'TO THE LEFT. CONTINUE GOING NORTHEAST ALONG COUNTY ROAD 193 FOR
 CL2200'0.1 MILE TO THE STATION ON THE RIGHT.
 CL2200'
 CL2200'THE STATION IS LOCATED 36 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2200'THE ROAD, 7.0 FEET NORTHWEST OF A FENCELINE, 161.6 FEET WEST-
 CL2200'SOUTHWEST OF A POWER POLE, 138.6 FEET EAST OF A NORTHEAST END
 CL2200'OF AN 18 INCH METAL CULVERT UNDER A DRIVEWAY TO THE NORTHWEST,
 CL2200'214.0 FEET EAST OF A POWER POLE ON THE NORTHWEST SIDE OF THE
 CL2200'ROAD, AND 3.6 FEET NORTHWEST OF A WITNESS POST. IT IS A STANDARD
 CL2200'BRASS DISK STAMPED---150-224 1977---, SET IN THE TOP OF A 10
 CL2200'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL2200'THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION
 CL2200'IS A STANDARD DISK STAMPED---150-224 1977---, SET IN THE TOP
 CL2200'OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.63 METER BELOW
 CL2200'THE SURFACE OF THE GROUND.
 CL2200'
 CL2200'THE AZIMUTH MARK IS LOCATED 35 FEET NORTHWEST OF THE CENTERLINE
 CL2200'OF THE ROAD, 60.6 FEET NORTHEAST OF THE CENTER OF 2 UNDERGROUND
 CL2200'TELEPHONE CABLE PEDESTALS, 92.7 FEET NORTHEAST OF THE EAST END
 CL2200'OF AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTHWEST
 CL2200'111 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF THE
 CL2200'CENTERLINES OF THE ROAD AND THE DRIVEWAY, AND 3.1 FEET SOUTHWEST
 CL2200'OF A WITNESS POST. IT IS A STANDARD DISK STAMPED---150-224 1977
 CL2200'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2200'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2200'EMBEDDED.
 CL2200'
 CL2200'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2180 ***********************************************************************
 CL2180  DESIGNATION -  BV 150 225
 CL2180  PID         -  CL2180
 CL2180  STATE/COUNTY-  GA/WASHINGTON
 CL2180  USGS QUAD   -  DAVISBORO SE (1981)
 CL2180
 CL2180                         *CURRENT SURVEY CONTROL
 CL2180  ___________________________________________________________________
 CL2180* NAD 83(1994)-  32 51 45.47813(N)    082 35 11.20956(W)     ADJUSTED  
 CL2180* NAVD 88     -       113.     (meters)     371.     (feet)  VERTCON   
 CL2180  ___________________________________________________________________
 CL2180  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CL2180  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CL2180
 CL2180  HORZ ORDER  -  SECOND
 CL2180
 CL2180.The horizontal coordinates were established by classical geodetic methods
 CL2180.and adjusted by the National Geodetic Survey in September 1997..
 CL2180
 CL2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2180
 CL2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2180
 CL2180.The geoid height was determined by GEOID03.
 CL2180
 CL2180;                    North         East     Units Scale Factor Converg.
 CL2180;SPC GA E     -   317,446.534   160,713.274   MT  0.99991902   -0 13 40.0
 CL2180;SPC GA E     - 1,041,489.17    527,273.47   sFT  0.99991902   -0 13 40.0
 CL2180;UTM  17      - 3,637,173.847   351,563.637   MT  0.99987168   -0 51 39.6
 CL2180
 CL2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2180!SPC GA E     -   0.99998679  x   0.99991902  =   0.99990581
 CL2180!UTM  17      -   0.99998679  x   0.99987168  =   0.99985848
 CL2180
 CL2180:                Primary Azimuth Mark                     Grid Az
 CL2180:SPC GA E     -  BV 150 225 AZ MK                         193 32 22.2
 CL2180:UTM  17      -  BV 150 225 AZ MK                         194 10 21.8
 CL2180
 CL2180|---------------------------------------------------------------------|
 CL2180| PID    Reference Object                     Distance      Geod. Az  |
 CL2180|                                                           dddmmss.s |
 CL2180| CY7301 BV 150 225 AZ MK                                   1931842.2 |
 CL2180| CL2181 BV 150 225 GADT PTA                  11.370 METERS 23046     |
 CL2180|---------------------------------------------------------------------|
 CL2180
 CL2180                          SUPERSEDED SURVEY CONTROL
 CL2180
 CL2180  NAD 83(1986)-  32 51 45.48261(N)    082 35 11.20749(W) AD(       ) 2
 CL2180  NAD 27      -  32 51 44.91487(N)    082 35 11.73383(W) AD(       ) 2
 CL2180  NGVD 29 (07/19/86)  113.     (m)          371.     (f) VERT ANG       
 CL2180
 CL2180.Superseded values are not recommended for survey control.
 CL2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2180.See file dsdata.txt to determine how the superseded data were derived.
 CL2180
 CL2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5156437174(NAD 83)
 CL2180_MARKER: DD = SURVEY DISK
 CL2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2180
 CL2180  HISTORY     - Date     Condition        Report By
 CL2180  HISTORY     - 1977     MONUMENTED       GADT
 CL2180
 CL2180                          STATION DESCRIPTION
 CL2180
 CL2180'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2180'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF RIDDLEVILLE,
 CL2180'6-1/2 MILES WEST-SOUTHWEST OF BARTOW, AND 8 MILES SOUTH OF
 CL2180'DAVISBORO ON COUNTY RIGHT OF WAY.
 CL2180'
 CL2180'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 231 AND
 CL2180'STATE ROUTE 242 IN RIDDLEVILLE, GO SOUTHEAST ALONG STATE ROUTE
 CL2180'242 FOR 1.4 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 167 TO
 CL2180'THE RIGHT. CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 242
 CL2180'FOR 1.25 MILES TO THE JUNCTION OF COUNTY ROAD 147 CROSSING.
 CL2180'CONTINUE GOING EAST-SOUTHEAST ALONG STATE ROUTE 242 FOR 3.0
 CL2180'MILES TO THE JUNCTION OF DIRT COUNTY ROAD 152 CROSSING. TURN
 CL2180'RIGHT GOING SOUTH ALONG COUNTY ROAD 152 FOR 0.8 MILE TO THE
 CL2180'JUNCTION OF DIRT COUNTY ROAD 173 TO THE RIGHT, DIRT COUNTY
 CL2180'ROAD 174 TO THE LEFT, AND THE STATION ON THE LEFT.
 CL2180'
 CL2180'THE STATION IS LOCATED 26 FEET EAST OF THE CENTERLINE OF COUNTY
 CL2180'ROAD 152, 98.7 FEET NORTH OF A POWER POLE, 81.5 FEET NORTHEAST
 CL2180'OF THE POINT OF INTERSECTION OF THE CENTER LINES OF THE ROAD
 CL2180'AND A DRIVEWAY TO THE EAST, 178 FEET NORTH-NORTHEAST OF THE
 CL2180'POINT OF INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 173 AND
 CL2180'COUNTY ROAD 152, AND 2.7 FEET WEST OF A WITNESS POST. IT IS A
 CL2180'STANDARD DISK STAMPED---150-225 1977---, SET IN THE TOP OF A 10
 CL2180'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 CL2180'THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION
 CL2180'IS A STANDARD DISK STAMPED---150-225 1977---, SET IN THE TOP
 CL2180'OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.85 METER BELOW
 CL2180'THE SURFACE OF THE GROUND.
 CL2180'
 CL2180'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG COUNTY
 CL2180'ROAD 152 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT. IT IS
 CL2180'LOCATED 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 71.5 FEET
 CL2180'SOUTH-SOUTHWEST OF A 10 INCH PINE TREE WITH A 6 INCH PAINTED
 CL2180'WHITE BAND, 60.6 FEET WEST-SOUTHWEST OF A 6 INCH WILD CHERRY
 CL2180'TREE ON THE EAST SIDE OF THE ROAD, 77.0 FEET WEST OF AN 18 INCH
 CL2180'FORKED CHINABERRY TREE ON THE EAST SIDE OF THE ROAD, AND 2.0
 CL2180'FEET EAST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2180'STAMPED---150-225 1977 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2180'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2180'GROUND WITH STEEL RODS EMBEDDED.
 CL2180'
 CL2180'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2179 ***********************************************************************
 CL2179  DESIGNATION -  BV 150 226 GADT
 CL2179  PID         -  CL2179
 CL2179  STATE/COUNTY-  GA/WASHINGTON
 CL2179  USGS QUAD   -  DAVISBORO (1974)
 CL2179
 CL2179                         *CURRENT SURVEY CONTROL
 CL2179  ___________________________________________________________________
 CL2179* NAD 83(1994)-  32 56 16.65696(N)    082 34 15.52264(W)     ADJUSTED  
 CL2179* NAVD 88     -       110.     (meters)     361.     (feet)  VERTCON   
 CL2179  ___________________________________________________________________
 CL2179  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CL2179  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CL2179
 CL2179  HORZ ORDER  -  SECOND
 CL2179
 CL2179.The horizontal coordinates were established by classical geodetic methods
 CL2179.and adjusted by the National Geodetic Survey in September 1997..
 CL2179
 CL2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2179
 CL2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2179
 CL2179.The geoid height was determined by GEOID03.
 CL2179
 CL2179;                    North         East     Units Scale Factor Converg.
 CL2179;SPC GA E     -   325,794.152   162,192.989   MT  0.99991762   -0 13 11.4
 CL2179;SPC GA E     - 1,068,876.31    532,128.16   sFT  0.99991762   -0 13 11.4
 CL2179;UTM  17      - 3,645,504.172   353,135.530   MT  0.99986595   -0 51 15.6
 CL2179
 CL2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2179!SPC GA E     -   0.99998727  x   0.99991762  =   0.99990489
 CL2179!UTM  17      -   0.99998727  x   0.99986595  =   0.99985322
 CL2179
 CL2179|---------------------------------------------------------------------|
 CL2179| PID    Reference Object                     Distance      Geod. Az  |
 CL2179|                                                           dddmmss.s |
 CL2179| CL2177 BV 150 226 GADT RM 1                 24.281 METERS 05401     |
 CL2179| CL2163 ALMIRA                              APPROX. 5.8 KM 0541315.9 |
 CL2179| CL2176 BV 150 226 GADT AZ MK               217.549 METERS 14919     |
 CL2179| CL2178 BV 150 226 GADT AZ TPT               13.723 METERS 14920     |
 CL2179|---------------------------------------------------------------------|
 CL2179
 CL2179                          SUPERSEDED SURVEY CONTROL
 CL2179
 CL2179  NAD 83(1986)-  32 56 16.66161(N)    082 34 15.52018(W) AD(       ) 2
 CL2179  NAD 27      -  32 56 16.10871(N)    082 34 16.04582(W) AD(       ) 2
 CL2179  NGVD 29 (07/19/86)  110.     (m)          361.     (f) VERT ANG       
 CL2179
 CL2179.Superseded values are not recommended for survey control.
 CL2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2179.See file dsdata.txt to determine how the superseded data were derived.
 CL2179
 CL2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5313645504(NAD 83)
 CL2179_MARKER: DD = SURVEY DISK
 CL2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2179+STABILITY: SURFACE MOTION
 CL2179
 CL2179  HISTORY     - Date     Condition        Report By
 CL2179  HISTORY     - 1978     MONUMENTED       GADT
 CL2179
 CL2179                          STATION DESCRIPTION
 CL2179
 CL2179'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2179'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF DAVISBORO, 7-1/4
 CL2179'MILES NORTHWEST OF BARTOW, AND 10-1/4 MILES WEST-SOUTHWEST OF
 CL2179'LOUISVILLE ON THE PROPERTY OF JAMES C. FRANCIS JUNIOR WHOSE RESIDENCE
 CL2179'IS LOCATED ABOUT 0.2 MILE SOUTHEAST OF THE AZIMUTH MARK ON THE
 CL2179'SOUTHWEST SIDE OF THE ROAD.
 CL2179'
 CL2179'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 24 AND STATE
 CL2179'ROUTE 231 IN DAVISBORO, GO SOUTH ALONG STATE ROUTE 231 FOR 1.0 MILE TO
 CL2179'THE JUNCTION OF PAVED COUNTY ROAD 92189 FORKING TO THE LEFT.  TURN
 CL2179'LEFT GOING SOUTHEAST ALONG COUNTY ROAD 92189 FOR 0.4 MILE TO THE
 CL2179'JUNCTION OF DIRT COUNTY ROAD 125 FORKING TO THE LEFT.  TURN LEFT GOING
 CL2179'SOUTHEAST ALONG COUNTY ROAD 125 FOR 3.25 MILES TO THE STATION ON THE
 CL2179'LEFT NEAR TWO WHITE SILOS.
 CL2179'
 CL2179'THE STATION IS LOCATED 223 FEET NORTHEAST OF THE CENTERLINE OF
 CL2179'COUNTY ROAD 125, 4.0 FEET SOUTHEAST OF A POWER POLE, 51.3 FEET
 CL2179'WEST-SOUTHWEST OF THE FACE OF THE WESTERNMOST SILO, 114.6 FEET
 CL2179'WEST-NORTHWEST OF THE SOUTHWESTERN CORNER OF A LONG THREE FOOT HIGH
 CL2179'CONCRETE AUTOMATIC FEEDER WALL, 42.7 FEET WEST-SOUTHWEST OF THE
 CL2179'WESTERN EDGE OF THE CONCRETE FEEDER WALL, AND 3.0 FEET SOUTHEAST OF A
 CL2179'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED---150-226 1978---,
 CL2179'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH ABOVE THE
 CL2179'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND
 CL2179'STATION IS A STANDARD DISK STAMPED---150-226 1978---, SET IN AN
 CL2179'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.71 METER BELOW THE SURFACE
 CL2179'OF THE GROUND.
 CL2179'
 CL2179'REFERENCE MARK 1 IS LOCATED 36.6 FEET EAST-SOUTHEAST OF THE FACE OF
 CL2179'THE EASTERNMOST SILO, 79.0 FEET EAST-NORTHEAST OF THE POWER POLE, 38.0
 CL2179'FEET SOUTHEAST OF A GRAIN ELEVATOR ON THE EASTERNMOST SILO AND
 CL2179'131.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE FEEDER.  IT IS A
 CL2179'STANDARD DISK STAMPED---150-226 1978 RM 1---, SET IN THE TOP OF A 10
 CL2179'INCH CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE
 CL2179'GROUND WITH STEEL RODS EMBEDDED.
 CL2179'
 CL2179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG COUNTY
 CL2179'ROAD 125 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 30.0
 CL2179'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 121.0 FEET SOUTHEAST OF
 CL2179'THE CORNER POST OF A FENCELINE, 77.5 FEET WEST-SOUTHWEST OF A POWER
 CL2179'POLE ON THE NORTHEAST SIDE OF THE ROAD, 89.0 FEET WEST-SOUTHWEST OF
 CL2179'THE SOUTHERN MOST CORNER OF AN OLD HOUSE ON THE EAST SIDE OF THE ROAD,
 CL2179'131.1 FEET WEST-NORTHWEST OF THE CENTER OF AN ALUMINUM GATE AT THE
 CL2179'CORNER OF A FENCE ON THE NORTHEAST SIDE OF THE ROAD, AND 2.5 FEET
 CL2179'NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 CL2179'STAMPED---150-226 1978 AZ MK---, SET IN THE TOP OF A 10 INCH
 CL2179'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND WITH
 CL2179'STEEL RODS EMBEDDED.
 CL2179'
 CL2179'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2179'FROM--GENERAL HIGHWAY MAP WASHINGTON COUNTY 1974 REVISED OCT 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2176 ***********************************************************************
 CL2176  DESIGNATION -  BV 150 226 GADT AZ MK
 CL2176  PID         -  CL2176
 CL2176  STATE/COUNTY-  GA/WASHINGTON
 CL2176  USGS QUAD   -  DAVISBORO (1974)
 CL2176
 CL2176                         *CURRENT SURVEY CONTROL
 CL2176  ___________________________________________________________________
 CL2176* NAD 83(1994)-  32 56 10.58400(N)    082 34 11.24881(W)     ADJUSTED  
 CL2176* NAVD 88     -       111.     (meters)     364.     (feet)  VERTCON   
 CL2176  ___________________________________________________________________
 CL2176  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CL2176  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CL2176
 CL2176  HORZ ORDER  -  SECOND
 CL2176
 CL2176.The horizontal coordinates were established by classical geodetic methods
 CL2176.and adjusted by the National Geodetic Survey in September 1997..
 CL2176
 CL2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2176
 CL2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2176
 CL2176.The geoid height was determined by GEOID03.
 CL2176
 CL2176;                    North         East     Units Scale Factor Converg.
 CL2176;SPC GA E     -   325,606.657   162,303.286   MT  0.99991752   -0 13 09.1
 CL2176;SPC GA E     - 1,068,261.17    532,490.03   sFT  0.99991752   -0 13 09.1
 CL2176;UTM  17      - 3,645,315.477   353,243.739   MT  0.99986556   -0 51 13.2
 CL2176
 CL2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2176!SPC GA E     -   0.99998711  x   0.99991752  =   0.99990463
 CL2176!UTM  17      -   0.99998711  x   0.99986556  =   0.99985267
 CL2176
 CL2176                          SUPERSEDED SURVEY CONTROL
 CL2176
 CL2176  NAD 83(1986)-  32 56 10.58866(N)    082 34 11.24636(W) AD(       ) 2
 CL2176  NAD 27      -  32 56 10.03561(N)    082 34 11.77208(W) AD(       ) 2
 CL2176  NGVD 29 (07/19/86)  111.     (m)          364.     (f) VERT ANG       
 CL2176
 CL2176.Superseded values are not recommended for survey control.
 CL2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2176.See file dsdata.txt to determine how the superseded data were derived.
 CL2176
 CL2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5324445315(NAD 83)
 CL2176_MARKER: DD = SURVEY DISK
 CL2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2176+STABILITY: SURFACE MOTION
 CL2176
 CL2176  HISTORY     - Date     Condition        Report By
 CL2176  HISTORY     - 1978     MONUMENTED       GADT
 CL2176
 CL2176                          STATION DESCRIPTION
 CL2176
 CL2176'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2176'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 CL2176'DAVISBORO, 7-1/4 MILES NORTHWEST OF BARTOW, AND 10-1/4 MILES
 CL2176'WEST-SOUTHWEST OF LOUISVILLE ON THE PROPERTY OF JAMES C. FRANCIS JR.
 CL2176'WHOSE RESIDENCE IS LOCATED ABOUT 0.2 MILE SOUTHEAST OF THE STATION ON
 CL2176'THE SOUTHWEST SIDE OF THE ROAD.
 CL2176'
 CL2176'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 231 IN
 CL2176'DAVISBORO, GO SOUTH ALONG STATE ROUTE 231 FOR 1.0 MILE TO THE JUNCTION
 CL2176'OF PAVED COUNTY ROAD 92189 FORKING TO THE LEFT.  TURN LEFT GOING
 CL2176'SOUTHEAST ALONG COUNTY ROAD 92189 FOR 0.4 MILE TO THE JUNCTION OF DIRT
 CL2176'COUNTY ROAD 125 FORKING TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG
 CL2176'COUNTY ROAD 125 FOR 3.4 MILES TO THE STATION ON THE RIGHT.
 CL2176'
 CL2176'THE STATION IS LOCATED 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CL2176'ROAD, 121 FEET SOUTHEAST OF THE CORNER POST OF A FENCELINE, 77.5 FEET
 CL2176'WEST-SOUTHWEST OF A POWER POLE ON THE NORTHEAST SIDE OF THE ROAD, 89.0
 CL2176'FEET WEST-SOUTHWEST OF THE SOUTHERN MOST CORNER OF AN OLD HOUSE ON THE
 CL2176'NORTHEAST SIDE OF THE ROAD, 131 FEET WEST-NORTHWEST OF THE CENTER OF
 CL2176'AN ALUMINUM GATE AT THE CORNER OF A FENCE ON THE NORTHEAST SIDE OF THE
 CL2176'ROAD, AND 2.5 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A
 CL2176'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED---150-226 1978
 CL2176'AZ MK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 CL2176'WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2176'
 CL2176'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2176'FROM--GENERAL HIGHWAY MAP WASHINGTON COUNTY 1974 REVISED OCT 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2177 ***********************************************************************
 CL2177  DESIGNATION -  BV 150 226 GADT RM 1
 CL2177  PID         -  CL2177
 CL2177  STATE/COUNTY-  GA/WASHINGTON
 CL2177  USGS QUAD   -  DAVISBORO (1974)
 CL2177
 CL2177                         *CURRENT SURVEY CONTROL
 CL2177  ___________________________________________________________________
 CL2177* NAD 83(1994)-  32 56 17.12003(N)    082 34 14.76629(W)     ADJUSTED  
 CL2177* NAVD 88     -       109.     (meters)     358.     (feet)  VERTCON   
 CL2177  ___________________________________________________________________
 CL2177  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CL2177  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CL2177
 CL2177  HORZ ORDER  -  SECOND
 CL2177
 CL2177.The horizontal coordinates were established by classical geodetic methods
 CL2177.and adjusted by the National Geodetic Survey in September 1997..
 CL2177
 CL2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2177
 CL2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2177
 CL2177.The geoid height was determined by GEOID03.
 CL2177
 CL2177;                    North         East     Units Scale Factor Converg.
 CL2177;SPC GA E     -   325,808.341   162,212.690   MT  0.99991760   -0 13 11.0
 CL2177;SPC GA E     - 1,068,922.87    532,192.80   sFT  0.99991760   -0 13 11.0
 CL2177;UTM  17      - 3,645,518.141   353,155.386   MT  0.99986588   -0 51 15.2
 CL2177
 CL2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2177!SPC GA E     -   0.99998742  x   0.99991760  =   0.99990503
 CL2177!UTM  17      -   0.99998742  x   0.99986588  =   0.99985331
 CL2177
 CL2177                          SUPERSEDED SURVEY CONTROL
 CL2177
 CL2177  NAD 83(1986)-  32 56 17.12467(N)    082 34 14.76383(W) AD(       ) 2
 CL2177  NAD 27      -  32 56 16.57180(N)    082 34 15.28949(W) AD(       ) 2
 CL2177  NGVD 29 (07/19/86)  109.     (m)          358.     (f) VERT ANG       
 CL2177
 CL2177.Superseded values are not recommended for survey control.
 CL2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2177.See file dsdata.txt to determine how the superseded data were derived.
 CL2177
 CL2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5315545518(NAD 83)
 CL2177_MARKER: DD = SURVEY DISK
 CL2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2177+STABILITY: SURFACE MOTION
 CL2177
 CL2177  HISTORY     - Date     Condition        Report By
 CL2177  HISTORY     - 1978     MONUMENTED       GADT
 CL2177
 CL2177                          STATION DESCRIPTION
 CL2177
 CL2177'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2177'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTHEAST OF
 CL2177'DAVISBORO, 7-1/4 MILES NORTHWEST OF BARTOW, AND 10-1/4 MILES WEST-
 CL2177'SOUTHWEST OF LOUISVILLE ON THE PROPERTY OF JAMES C. FRANCIS JUNIOR.
 CL2177'WHOSE RESIDENCE IS LOCATED ABOUT 0.2 MILE SOUTHEAST OF THE AZIMUTH
 CL2177'MARK ON THE SOUTHWEST SIDE OF THE ROAD.
 CL2177'
 CL2177'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 231 IN
 CL2177'DAVISBORO, GO SOUTH ALONG STATE ROUTE 231 FOR 1.0 MILE TO THE JUNCTION
 CL2177'OF PAVED COUNTY ROAD 92189 FORKING TO THE LEFT.  TURN LEFT GOING
 CL2177'SOUTHEAST ALONG COUNTY ROAD 92189 FOR 0.4 MILE TO THE JUNCTION OF DIRT
 CL2177'COUNTY ROAD 125 FORKING TO THE LEFT.  TURN LEFT GOING SOUTHEAST ALONG
 CL2177'COUNTY ROAD 125 FOR 3.25 MILES TO THE STATION ON THE LEFT NEAR TWO
 CL2177'WHITE SILOS.
 CL2177'
 CL2177'THE STATION IS LOCATED 36.6 FEET EAST-SOUTHEAST OF THE FACE OF THE
 CL2177'EASTERN SILO, 79.0 FEET EAST-NORTHEAST OF A POWER POLE, 38.0 FEET
 CL2177'SOUTHEAST OF A GRAIN ELEVATOR ON THE EASTERN MOST SILO, AND 131.0
 CL2177'FEET NORTH OF THE SOUTHEAST CORNER OF THE FEEDER.  IT IS A STANDARD
 CL2177'BRASS DISK STAMPED---150-226 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2177'CYLINDRICAL CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CL2177'WITH STEEL RODS EMBEDDED.
 CL2177'
 CL2177'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2177'FROM--GENERAL HIGHWAY MAP WASHINGTON COUNTY 1974 REVISED OCT 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2188 ***********************************************************************
 CL2188  DESIGNATION -  BV 150 227 GADT
 CL2188  PID         -  CL2188
 CL2188  STATE/COUNTY-  GA/WASHINGTON
 CL2188  USGS QUAD   -  DAVISBORO SE (1981)
 CL2188
 CL2188                         *CURRENT SURVEY CONTROL
 CL2188  ___________________________________________________________________
 CL2188* NAD 83(1994)-  32 50 25.45783(N)    082 31 51.64067(W)     ADJUSTED  
 CL2188* NAVD 88     -       117.7    (meters)     386.     (feet)  VERTCON   
 CL2188  ___________________________________________________________________
 CL2188  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL2188  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL2188
 CL2188  HORZ ORDER  -  SECOND
 CL2188
 CL2188.The horizontal coordinates were established by classical geodetic methods
 CL2188.and adjusted by the National Geodetic Survey in September 1997..
 CL2188
 CL2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2188
 CL2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2188
 CL2188.The geoid height was determined by GEOID03.
 CL2188
 CL2188;                    North         East     Units Scale Factor Converg.
 CL2188;SPC GA E     -   314,962.386   165,892.970   MT  0.99991434   -0 11 51.3
 CL2188;SPC GA E     - 1,033,339.09    544,267.19   sFT  0.99991434   -0 11 51.3
 CL2188;UTM  17      - 3,634,632.762   356,715.292   MT  0.99985315   -0 49 49.5
 CL2188
 CL2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2188!SPC GA E     -   0.99998604  x   0.99991434  =   0.99990038
 CL2188!UTM  17      -   0.99998604  x   0.99985315  =   0.99983919
 CL2188
 CL2188:                Primary Azimuth Mark                     Grid Az
 CL2188:SPC GA E     -  BARTOW SOU RWY MICROWAVE                 006 48 47.2
 CL2188:UTM  17      -  BARTOW SOU RWY MICROWAVE                 007 26 45.4
 CL2188
 CL2188|---------------------------------------------------------------------|
 CL2188| PID    Reference Object                     Distance      Geod. Az  |
 CL2188|                                                           dddmmss.s |
 CL2188| CL2175 BARTOW SOU RWY MICROWAVE            APPROX. 4.2 KM 0063655.9 |
 CL2188| CL2196 BV 150 227 GADT RM 1                 19.183 METERS 02339     |
 CL2188| CL2187 BV 150 227 GADT AZ MK               480.002 METERS 0504935.0 |
 CL2188| CL2195 BV 150 227 GADT AZ TPT               17.770 METERS 05054     |
 CL2188|---------------------------------------------------------------------|
 CL2188
 CL2188                          SUPERSEDED SURVEY CONTROL
 CL2188
 CL2188  NAD 83(1986)-  32 50 25.46259(N)    082 31 51.63866(W) AD(       ) 2
 CL2188  NAD 27      -  32 50 24.89661(N)    082 31 52.16804(W) AD(       ) 2
 CL2188  NGVD 29 (07/19/86)  117.9    (m)          387.     (f) VERT ANG       
 CL2188
 CL2188.Superseded values are not recommended for survey control.
 CL2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2188.See file dsdata.txt to determine how the superseded data were derived.
 CL2188
 CL2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5671534633(NAD 83)
 CL2188_MARKER: DD = SURVEY DISK
 CL2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2188+STABILITY: SURFACE MOTION
 CL2188
 CL2188  HISTORY     - Date     Condition        Report By
 CL2188  HISTORY     - 1978     MONUMENTED       GADT
 CL2188
 CL2188                          STATION DESCRIPTION
 CL2188
 CL2188'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2188'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTHWEST OF BARTOW, 7-1/2
 CL2188'MILES WEST-SOUTHWEST OF WADLEY, AND 11-1/2 MILES EAST OF HARRISON ON
 CL2188'THE PROPERTY OF MR. GUS JORDAN ROUTE 2, BARTOW.  CONTACT MR. JORDAN
 CL2188'BEFORE VISITING THE STATION.
 CL2188'
 CL2188'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 242, U.S.
 CL2188'HIGHWAYS 221 AND 319 (STATE ROUTE 78 AND 171) LOCATED APPROXIMATELY
 CL2188'1/2 MILE SOUTH OF BARTOW, GO SOUTH ALONG U.S. HIGHWAYS 221 AND 319 FOR
 CL2188'0.4 MILE TO THE JUNCTION OF PAVED JEFFERSON COUNTY ROAD 210 FORKING TO
 CL2188'THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 210 FOR 3.5
 CL2188'MILES TO THE END OF PAVEMENT AT THE JEFFERSON-WASHINGTON COUNTY LINE
 CL2188'AND TARYER GROVE CHURCH ON THE LEFT.  CONTINUE SOUTHWEST ALONG DIRT
 CL2188'WASHINGTON COUNTY ROAD 153 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY
 CL2188'ROAD 152 FORKING TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN
 CL2188'RIGHT GOING WEST ALONG COUNTY ROAD 152 FOR 0.2 MILE TO THE JUNCTION OF
 CL2188'A DIRT DRIVEWAY TO THE LEFT.  TURN LEFT GOING SOUTH ALONG THE DRIVEWAY
 CL2188'FOR 0.15 MILE TO THE RED FRAME RESIDENCE OF GUS JORDAN AND THE END OF
 CL2188'VEHICLE TRAVEL.  AT THE REAR OF THE HOUSE, FOLLOW FENCELINE SOUTHWEST
 CL2188'FOR ABOUT 250 FEET TO THE STATION.
 CL2188'
 CL2188'THE STATION IS LOCATED 287.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CL2188'A BARN LOCATED SOUTHEAST OF THE HOUSE, 233.2 FEET SOUTHWEST OF A
 CL2188'12 INCH PECAN TREE ON THE FENCELINE RUNNING SOUTHWEST FROM THE HOUSE,
 CL2188'AND 2.0 FEET SOUTHEAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 CL2188'A STANDARD BRASS DISK STAMPED---150-227 1978---, SET IN THE TOP OF A
 CL2188'10 INCH CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 CL2188'GROUND WITH STEEL RODS EMBEDDED.  THE UNDERGROUND STATION IS A
 CL2188'STANDARD DISK STAMPED---150-227 1978---, SET IN AN IRREGULAR MASS OF
 CL2188'CONCRETE APPROXIMATELY 0.88 METER BELOW THE SURFACE OF THE GROUND.
 CL2188'
 CL2188'REFERENCE MARK 1 IS LOCATED 227.5 FEET WEST-SOUTHWEST OF THE BARN,
 CL2188'170.5 FEET SOUTHWEST OF THE 12 INCH PECAN TREE, AND 2.1 FEET SOUTHEAST
 CL2188'OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 CL2188'STAMPED---150-227 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2188'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND
 CL2188'WITH STEEL RODS EMBEDDED.
 CL2188'
 CL2188'THE AZIMUTH MARK IS LOCATED 23 FEET EAST-SOUTHEAST OF THE CENTERLINE
 CL2188'OF COUNTY ROAD 153, 209 FEET SOUTH-SOUTHWEST OF THE POINT OF
 CL2188'INTERSECTION OF THE CENTERLINES OF COUNTY ROAD 152 AND COUNTY ROAD
 CL2188'153, 11.0 FEET SOUTH OF A 12 INCH PINE TREE, 44.3 FEET SOUTH-SOUTHEAST
 CL2188'OF A 10 INCH PINE TREE, AND 3.0 FEET NORTHWEST OF A WITNESS POST.  IT
 CL2188'IS A STANDARD DISK STAMPED---150-227 1978 AZ MK---, SET IN THE TOP OF
 CL2188'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 CL2188'GROUND WITH STEEL RODS EMBEDDED.
 CL2188'
 CL2188'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2188'FROM--GENERAL HIGHWAY MAPS JEFFERSON COUNTY 1974 REVISED FEB 1977 AND
 CL2188'WASHINGTON COUNTY 1974 REVISED OCTOBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2187 ***********************************************************************
 CL2187  DESIGNATION -  BV 150 227 GADT AZ MK
 CL2187  PID         -  CL2187
 CL2187  STATE/COUNTY-  GA/WASHINGTON
 CL2187  USGS QUAD   -  DAVISBORO SE (1981)
 CL2187
 CL2187                         *CURRENT SURVEY CONTROL
 CL2187  ___________________________________________________________________
 CL2187* NAD 83(1994)-  32 50 35.29996(N)    082 31 37.33136(W)     ADJUSTED  
 CL2187* NAVD 88     -       111.     (meters)     364.     (feet)  VERTCON   
 CL2187  ___________________________________________________________________
 CL2187  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CL2187  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL2187
 CL2187  HORZ ORDER  -  SECOND
 CL2187
 CL2187.The horizontal coordinates were established by classical geodetic methods
 CL2187.and adjusted by the National Geodetic Survey in September 1997..
 CL2187
 CL2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2187
 CL2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2187
 CL2187.The geoid height was determined by GEOID03.
 CL2187
 CL2187;                    North         East     Units Scale Factor Converg.
 CL2187;SPC GA E     -   315,264.278   166,266.096   MT  0.99991403   -0 11 43.6
 CL2187;SPC GA E     - 1,034,329.55    545,491.35   sFT  0.99991403   -0 11 43.6
 CL2187;UTM  17      - 3,634,930.497   357,091.706   MT  0.99985182   -0 49 41.9
 CL2187
 CL2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2187!SPC GA E     -   0.99998712  x   0.99991403  =   0.99990115
 CL2187!UTM  17      -   0.99998712  x   0.99985182  =   0.99983895
 CL2187
 CL2187                          SUPERSEDED SURVEY CONTROL
 CL2187
 CL2187  NAD 83(1986)-  32 50 35.30471(N)    082 31 37.32933(W) AD(       ) 2
 CL2187  NAD 27      -  32 50 34.73905(N)    082 31 37.85919(W) AD(       ) 2
 CL2187  NGVD 29 (07/19/86)  111.     (m)          364.     (f) VERT ANG       
 CL2187
 CL2187.Superseded values are not recommended for survey control.
 CL2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2187.See file dsdata.txt to determine how the superseded data were derived.
 CL2187
 CL2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5709234930(NAD 83)
 CL2187_MARKER: DD = SURVEY DISK
 CL2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2187+STABILITY: SURFACE MOTION
 CL2187
 CL2187  HISTORY     - Date     Condition        Report By
 CL2187  HISTORY     - 1978     MONUMENTED       GADT
 CL2187
 CL2187                          STATION DESCRIPTION
 CL2187
 CL2187'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2187'THE STATION IS APPROXIMATELY 4 MILES SOUTHWEST OF BARTOW, 7-1/4 MILES
 CL2187'WEST-SOUTHWEST OF WADLEY, AND 11-1/2 MILES EAST OF HARRISON ON COUNTY
 CL2187'RIGHT OF WAY.
 CL2187'
 CL2187'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 242, U.S.
 CL2187'HIGHWAYS 221 AND 319 (STATE ROUTES 78 AND 171) LOCATED APPROXIMATELY
 CL2187'1/2 MILE SOUTH OF BARTOW, GO SOUTH ALONG U.S. HIGHWAYS 221 AND 319 FOR
 CL2187'0.4 MILE TO THE JUNCTION OF PAVED JEFFERSON COUNTY ROAD 210 FORKING TO
 CL2187'THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 210 FOR 3.5
 CL2187'MILES TO THE END OF PAVEMENT AT THE JEFFERSON-WASHINGTON COUNTY LINE
 CL2187'AND TARYER GROVE CHURCH ON THE LEFT.  CONTINUE SOUTHWEST ALONG DIRT
 CL2187'WASHINGTON COUNTY ROAD 153 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY
 CL2187'ROAD 152 FORKING TO THE RIGHT AND THE STATION ON THE LEFT.
 CL2187'
 CL2187'THE STATION IS LOCATED 23 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 CL2187'COUNTY ROAD 153, 209 FEET SOUTH-SOUTHWEST OF THE POINT OF INTERSECTION
 CL2187'OF THE CENTERLINES OF COUNTY ROAD 152 AND COUNTY ROAD 153, 11.0 FEET
 CL2187'SOUTH OF A 12 INCH PINE TREE, 44.3 FEET SOUTH-SOUTHWEST OF A 10 INCH
 CL2187'PINE TREE, AND 3.0 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD
 CL2187'BRASS DISK STAMPED---150-227 1978 AZ MK---, SET IN THE TOP OF A 10
 CL2187'INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF GROUND
 CL2187'WITH STEEL RODS EMBEDDED.
 CL2187'
 CL2187'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2187'FROM--GENERAL HIGHWAY MAPS JEFFERSON COUNTY 1974 REVISED FEB 1977 AND
 CL2187'WASHINGTON COUNTY 1974 REVISED OCTOBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2196 ***********************************************************************
 CL2196  DESIGNATION -  BV 150 227 GADT RM 1
 CL2196  PID         -  CL2196
 CL2196  STATE/COUNTY-  GA/WASHINGTON
 CL2196  USGS QUAD   -  DAVISBORO SE (1981)
 CL2196
 CL2196                         *CURRENT SURVEY CONTROL
 CL2196  ___________________________________________________________________
 CL2196* NAD 83(1994)-  32 50 26.02824(N)    082 31 51.34481(W)     ADJUSTED  
 CL2196* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 CL2196  ___________________________________________________________________
 CL2196  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CL2196  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CL2196
 CL2196  HORZ ORDER  -  SECOND
 CL2196
 CL2196.The horizontal coordinates were established by classical geodetic methods
 CL2196.and adjusted by the National Geodetic Survey in September 1997..
 CL2196
 CL2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2196
 CL2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2196
 CL2196.The geoid height was determined by GEOID03.
 CL2196
 CL2196;                    North         East     Units Scale Factor Converg.
 CL2196;SPC GA E     -   314,979.929   165,900.724   MT  0.99991433   -0 11 51.2
 CL2196;SPC GA E     - 1,033,396.65    544,292.63   sFT  0.99991433   -0 11 51.2
 CL2196;UTM  17      - 3,634,650.218   356,723.239   MT  0.99985312   -0 49 49.3
 CL2196
 CL2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2196!SPC GA E     -   0.99998602  x   0.99991433  =   0.99990035
 CL2196!UTM  17      -   0.99998602  x   0.99985312  =   0.99983915
 CL2196
 CL2196                          SUPERSEDED SURVEY CONTROL
 CL2196
 CL2196  NAD 83(1986)-  32 50 26.03300(N)    082 31 51.34280(W) AD(       ) 2
 CL2196  NAD 27      -  32 50 25.46703(N)    082 31 51.87220(W) AD(       ) 2
 CL2196  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 CL2196
 CL2196.Superseded values are not recommended for survey control.
 CL2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2196.See file dsdata.txt to determine how the superseded data were derived.
 CL2196
 CL2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5672334650(NAD 83)
 CL2196_MARKER: DD = SURVEY DISK
 CL2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2196+STABILITY: SURFACE MOTION
 CL2196
 CL2196  HISTORY     - Date     Condition        Report By
 CL2196  HISTORY     - 1978     MONUMENTED       GADT
 CL2196
 CL2196                          STATION DESCRIPTION
 CL2196
 CL2196'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1978 (WRN)
 CL2196'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTHWEST OF BARTOW, 7-1/2
 CL2196'MILES WEST-SOUTHWEST OF WADLEY, AND 11-1/2 MILES EAST OF HARRISON ON
 CL2196'THE PROPERTY OF MR. GUS JORDAN ROUTE 2, BARTOW.  CONTACT MR. JORDAN
 CL2196'BEFORE VISITING THE STATION.
 CL2196'
 CL2196'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 242, U.S.
 CL2196'HIGHWAYS 221 AND 319 (STATE ROUTES 78 AND 171) LOCATED APPROXIMATELY
 CL2196'1/2 MILE SOUTH OF BARTOW, GO SOUTH ALONG U.S. HIGHWAYS 221 AND 319 FOR
 CL2196'0.4 MILE TO THE JUNCTION OF PAVED JEFFERSON COUNTY ROAD 210 FORKING TO
 CL2196'THE RIGHT.  TURN RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 210 FOR 3.5
 CL2196'MILES TO THE END OF PAVEMENT AT THE JEFFERSON-WASHINGTON COUNTY LINE
 CL2196'AND TARYER GROVE CHURCH ON THE LEFT.  CONTINUE SOUTHWEST ALONG DIRT
 CL2196'WASHINGTON COUNTY ROAD 153 FOR 0.1 MILE TO THE JUNCTION OF DIRT COUNTY
 CL2196'ROAD 152 FORKING TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN
 CL2196'RIGHT GOING WEST ALONG COUNTY ROAD 152 FOR 0.2 MILE TO THE JUNCTION OF
 CL2196'A DIRT DRIVEWAY TO THE LEFT.  TURN LEFT GOING SOUTH ALONG THE DRIVEWAY
 CL2196'FOR 0.15 MILE TO THE RED FRAME RESIDENCE OF GUS JORDAN AND THE END OF
 CL2196'VEHICLE TRAVEL.  AT THE REAR OF THE HOUSE, FOLLOW AND OLD FENCELINE
 CL2196'SOUTHWEST FOR ABOUT 200 FEET TO THE STATION.
 CL2196'
 CL2196'THE STATION IS LOCATED 227.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 CL2196'CORNER OF A BARN LOCATED SOUTHEAST OF THE HOUSE, 170.5 FEET SOUTHWEST
 CL2196'OF A 12 INCH PECAN TREE LOCATED ON THE FENCELINE RUNNING SOUTHWEST
 CL2196'FROM THE HOUSE, AND 2.1 FEET SOUTHEAST OF A WITNESS POST SET AT THE
 CL2196'FENCELINE.  IT IS A STANDARD BRASS DISK
 CL2196'STAMPED---150-227 1978 RM 1---, SET IN THE TOP OF A 10 INCH
 CL2196'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND
 CL2196'WITH STEEL RODS EMBEDDED.
 CL2196'
 CL2196'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.  COUNTY ROAD NUMBERS OBTAINED
 CL2196'FROM--GENERAL HIGHWAY MAPS JEFFERSON COUNTY 1974 REVISED FEB 1977 AND
 CL2196'WASHINGTON COUNTY 1974 REVISED OCTOBER 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1324 ***********************************************************************
 BS1324  DESIGNATION -  BV 151 200
 BS1324  PID         -  BS1324
 BS1324  STATE/COUNTY-  GA/WAYNE
 BS1324  USGS QUAD   -  ODUM (1988)
 BS1324
 BS1324                         *CURRENT SURVEY CONTROL
 BS1324  ___________________________________________________________________
 BS1324* NAD 83(1994)-  31 42 16.63513(N)    082 01 44.13055(W)     ADJUSTED  
 BS1324* NAVD 88     -        46.40   (+/-2cm)     152.2    (feet)  VERTCON   
 BS1324  ___________________________________________________________________
 BS1324  X           -     753,183.500 (meters)                     COMP
 BS1324  Y           -  -5,378,880.880 (meters)                     COMP
 BS1324  Z           -   3,332,619.829 (meters)                     COMP
 BS1324  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 BS1324  ELLIP HEIGHT-          17.19  (meters)          (09/03/97) GPS OBS
 BS1324  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BS1324
 BS1324  HORZ ORDER  -  FIRST
 BS1324  VERT ORDER  -  THIRD (See Below)
 BS1324  ELLP ORDER  -  FOURTH    CLASS II
 BS1324
 BS1324.The horizontal coordinates were established by GPS observations
 BS1324.and adjusted by the National Geodetic Survey in September 1997..
 BS1324
 BS1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1324.The vertical order pertains to the NGVD 29 superseded value.
 BS1324
 BS1324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1324
 BS1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1324
 BS1324.The ellipsoidal height was determined by GPS observations
 BS1324.and is referenced to NAD 83.
 BS1324
 BS1324.The geoid height was determined by GEOID03.
 BS1324
 BS1324;                    North         East     Units Scale Factor Converg.
 BS1324;SPC GA E     -   188,975.498   213,055.882   MT  0.99990210   +0 04 20.6
 BS1324;SPC GA E     -   619,997.11    699,000.84   sFT  0.99990210   +0 04 20.6
 BS1324;UTM  17      - 3,508,156.027   402,499.879   MT  0.99971724   -0 32 26.8
 BS1324
 BS1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1324!SPC GA E     -   0.99999730  x   0.99990210  =   0.99989940
 BS1324!UTM  17      -   0.99999730  x   0.99971724  =   0.99971454
 BS1324
 BS1324|---------------------------------------------------------------------|
 BS1324| PID    Reference Object                     Distance      Geod. Az  |
 BS1324|                                                           dddmmss.s |
 BS1324| BS1309 321 R 30 E                           32.610 METERS 20254     |
 BS1324| CS9237 BV 151 200 RM 1                      20.821 METERS 24824     |
 BS1324| BS1325 BV 151 200 AZ MK                    377.004 METERS 33337     |
 BS1324|---------------------------------------------------------------------|
 BS1324
 BS1324                          SUPERSEDED SURVEY CONTROL
 BS1324
 BS1324  NAD 83(1986)-  31 42 16.63633(N)    082 01 44.13417(W) AD(       ) 1
 BS1324  NGVD 29 (09/27/88)   46.66   (m)          153.1    (f) LEVELING    3  
 BS1324
 BS1324.Superseded values are not recommended for survey control.
 BS1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1324.See file dsdata.txt to determine how the superseded data were derived.
 BS1324
 BS1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0250008156(NAD 83)
 BS1324_MARKER: DD = SURVEY DISK
 BS1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1324+STABILITY: SURFACE MOTION
 BS1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1324+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1985
 BS1324
 BS1324  HISTORY     - Date     Condition        Report By
 BS1324  HISTORY     - 1984     MONUMENTED       GADT
 BS1324  HISTORY     - 19850827 GOOD
 BS1324
 BS1324                          STATION DESCRIPTION
 BS1324
 BS1324'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1324'THE STATION IS LOCATED ABOUT 4.35 KM (2.7 MI) NORTH FROM ODUM,
 BS1324'17.4 KM (10.8 MI) NORTHWEST FROM JESUP, AND 27.35 KM (17 MI) WEST
 BS1324'FROM LUDOWICI.
 BS1324'OWNERSHIP--FELTON BATTEN, TELEPHONE 912-586-6644.
 BS1324'ODUM, GEORGIA.
 BS1324'
 BS1324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1324'ROUTE 27) AND CHURCH STREET AT THE BLINKING CAUTION LIGHT IN ODUM,
 BS1324'GO NORTH ALONG COUNTY ROAD 9605 (CHURCH STREET) FOR 1.7 KM (1.05
 BS1324'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE
 BS1324'GOING NORTH ALONG COUNTY ROAD 9605 (BEARDS BLUFF ROAD)
 BS1324'FOR 3.05 KM (1.9 MI) TO THE
 BS1324'JUNCTION OF DIRT COUNTY ROAD 85 CROSSING, AND THE STATION IN THE
 BS1324'SOUTHEAST QUADRANT.
 BS1324'
 BS1324'THE STATION IS A STANDARD GADT DISK STAMPED---151-200 1984---, SET
 BS1324'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BS1324'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 11.0 METERS
 BS1324'(36.00 FT) NORTHEAST FROM THE CENTERLINE OF COUNTY ROAD 9605, 11.43
 BS1324'METERS (37.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF COUNTY ROAD
 BS1324'85, 7.96 METERS (26.1 FT) NORTH-NORTHEAST FROM A 12 INCH CONCRETE
 BS1324'PIPE UNDER COUNTY ROAD 85, 22.1 METERS (72.5 FT) SOUTH-SOUTHWEST
 BS1324'FROM THE SOUTHWEST CORNER OF THE BATTEN HOUSE, AND 7.3 METERS
 BS1324'(23.9 FT) SOUTHEAST FROM A METAL WITNESS POST SET AT A COMMERCIAL
 BS1324'SIGN.  THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1324'STAMPED---151-200 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BS1324'0.91 METER BELOW THE SURFACE OF THE GROUND.
 BS1324'
 BS1324'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-200 1984
 BS1324'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BS1324'DIAMETER AND RECESSED 10.06 CM BELOW THE SURFACE OF THE GROUND.
 BS1324'IT IS LOCATED 9.9 METERS (32.5 FT) SOUTHWEST FROM THE CENTERLINE OF
 BS1324'BLUFF ROAD, 2.6 METERS (8.4 FT) NORTHWEST FROM THE NORTH END OF A
 BS1324'15 INCH CONCRETE PIPE UNDER COUNTY ROAD 9605 TO THE WEST, 23.5
 BS1324'METERS (77 FT) NORTH FROM A POWER POLE WITH A TRANSFORMER, AND 0.7
 BS1324'METER (2.3 FT) SOUTHWEST FROM A METAL WITNESS POST.
 BS1324'
 BS1324'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-200 1984
 BS1324'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BS1324'DIAMETER AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.  IT
 BS1324'IS LOCATED 11.7 METERS (38.3 FT) NORTHEAST FROM THE CENTERLINE OF
 BS1324'BEARDS BLUFF ROAD, 21 METERS (69 FT) SOUTHEAST FROM THE SOUTH END
 BS1324'OF A 30 INCH CONCRETE PIPE UNDER A WOODS ROAD TO THE EAST, 3 METERS
 BS1324'(9.9 FT) NORTHWEST FROM A 10 INCH PINE TREE, AND 0.67 METER (2.2
 BS1324'FT) NORTHEAST FROM A METAL WITNESS POST.  THE UNDERGROUND STATION
 BS1324'AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---151-200 1984 AZ
 BS1324'MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BS1324'SURFACE OF THE GROUND.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 BS1324'GO NORTH ALONG BEARDS BLUFF ROAD FOR 0.4 KM (0.25 MI) TO THE
 BS1324'JUNCTION OF A WOODS ROAD AND THE AZIMUTH MARK ABOUT 25 METERS (82
 BS1324'FT) SOUTH FROM THE JUNCTION.
 BS1324'
 BS1324'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BS1324'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY GEORGIA
 BS1324'1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
 BS1324
 BS1324                          STATION RECOVERY (1985)
 BS1324
 BS1324'RECOVERED 1985
 BS1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1325 ***********************************************************************
 BS1325  DESIGNATION -  BV 151 200 AZ MK
 BS1325  PID         -  BS1325
 BS1325  STATE/COUNTY-  GA/WAYNE
 BS1325  USGS QUAD   -  ODUM (1988)
 BS1325
 BS1325                         *CURRENT SURVEY CONTROL
 BS1325  ___________________________________________________________________
 BS1325* NAD 83(1994)-  31 42 27.59960(N)    082 01 50.49486(W)     ADJUSTED  
 BS1325* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 BS1325  ___________________________________________________________________
 BS1325  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 BS1325  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BS1325
 BS1325  HORZ ORDER  -  SECOND
 BS1325
 BS1325.The horizontal coordinates were established by classical geodetic methods
 BS1325.and adjusted by the National Geodetic Survey in September 1997..
 BS1325
 BS1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1325
 BS1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1325
 BS1325.The geoid height was determined by GEOID03.
 BS1325
 BS1325;                    North         East     Units Scale Factor Converg.
 BS1325;SPC GA E     -   189,312.965   212,887.893   MT  0.99990205   +0 04 17.3
 BS1325;SPC GA E     -   621,104.29    698,449.70   sFT  0.99990205   +0 04 17.3
 BS1325;UTM  17      - 3,508,495.210   402,335.542   MT  0.99971764   -0 32 30.3
 BS1325
 BS1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1325!SPC GA E     -   0.99999747  x   0.99990205  =   0.99989952
 BS1325!UTM  17      -   0.99999747  x   0.99971764  =   0.99971511
 BS1325
 BS1325                          SUPERSEDED SURVEY CONTROL
 BS1325
 BS1325  NAD 83(1986)-  31 42 27.60095(N)    082 01 50.49811(W) AD(       ) 2
 BS1325  NGVD 29 (09/27/88)   45.5    (m)          149.     (f) VERT ANG       
 BS1325
 BS1325.Superseded values are not recommended for survey control.
 BS1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1325.See file dsdata.txt to determine how the superseded data were derived.
 BS1325
 BS1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0233608495(NAD 83)
 BS1325_MARKER: DD = SURVEY DISK
 BS1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1325+STABILITY: SURFACE MOTION
 BS1325
 BS1325  HISTORY     - Date     Condition        Report By
 BS1325  HISTORY     - 1984     MONUMENTED       GADT
 BS1325
 BS1325                          STATION DESCRIPTION
 BS1325
 BS1325'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1325'THE STATION IS LOCATED ABOUT 4.35 KM (2.7 MI) NORTH FROM ODUM,
 BS1325'17.4 KM (10.8 MI) NORTHWEST FROM JESUP, AND 27.35 KM (17 MI) WEST
 BS1325'FROM LUDOWICI.  OWNERSHIP--FELTON BATTEN, TELEPHONE 912-586-6644.
 BS1325'ODUN, GEORGIA.
 BS1325'
 BS1325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1325'ROUTE 27) AND CHURCH STREET AT THE BLINKING LIGHT IN ODUM, GO NORTH
 BS1325'ALONG COUNTY ROAD 9605 (CHURCH STREET) FOR 1.7 KM (1.05 MI) TO THE
 BS1325'JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING NORTH
 BS1325'ALONG COUNTY ROAD 9605 (BEARDS BLUFF ROAD) FOR 3.05 KM (1.09 MI) TO
 BS1325'THE JUNCTION OF DIRT COUNTY ROAD 85 CROSSING.  CONTINUE GOING NORTH
 BS1325'ALONG COUNTY ROAD 9605 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF A
 BS1325'WOODS ROAD AND THE STATION ABOUT 25 METERS (82 FT) SOUTH FROM THE
 BS1325'JUNCTION.
 BS1325'
 BS1325'THE STATION IS A STANDARD GADT DISK
 BS1325'STAMPED---151-200 1984 AZ MK---,
 BS1325'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1325'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BS1325'IT IS LOCATED
 BS1325'11.7 METERS (38.3 FT) NORTHEAST FROM THE CENTERLINE OF BEARDS BLUFF
 BS1325'ROAD,
 BS1325'21 METERS (69 FT) SOUTHEAST FROM THE SOUTHEND OF A 30 INCH CONCRETE
 BS1325'PIPE UNDER A WOODS ROAD TO THE EAST,
 BS1325'3 METERS (9.9 FT) NORTHWEST FROM A 10 INCH PINE TREE, AND
 BS1325'0.67 METER (2.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 BS1325'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1325'STAMPED---151-200 1984 AZ MK---,
 BS1325'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1325'
 BS1325'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 BS1325'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.  DESCRIBED BY T.B.
 BS1325'KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0940 ***********************************************************************
 BR0940  DESIGNATION -  BV 151 201
 BR0940  PID         -  BR0940
 BR0940  STATE/COUNTY-  GA/WAYNE
 BR0940  USGS QUAD   -  JESUP NW (1988)
 BR0940
 BR0940                         *CURRENT SURVEY CONTROL
 BR0940  ___________________________________________________________________
 BR0940* NAD 83(1994)-  31 38 43.48942(N)    081 58 18.13392(W)     ADJUSTED  
 BR0940* NAVD 88     -        43.70   (+/-2cm)     143.4    (feet)  VERTCON   
 BR0940  ___________________________________________________________________
 BR0940  X           -     759,036.114 (meters)                     COMP
 BR0940  Y           -  -5,381,536.992 (meters)                     COMP
 BR0940  Z           -   3,327,031.226 (meters)                     COMP
 BR0940  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 BR0940  ELLIP HEIGHT-          14.24  (meters)          (09/03/97) GPS OBS
 BR0940  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 BR0940
 BR0940  HORZ ORDER  -  FIRST
 BR0940  VERT ORDER  -  THIRD (See Below)
 BR0940  ELLP ORDER  -  FOURTH    CLASS II
 BR0940
 BR0940.The horizontal coordinates were established by GPS observations
 BR0940.and adjusted by the National Geodetic Survey in September 1997..
 BR0940
 BR0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0940.The vertical order pertains to the NGVD 29 superseded value.
 BR0940
 BR0940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0940
 BR0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0940
 BR0940.The ellipsoidal height was determined by GPS observations
 BR0940.and is referenced to NAD 83.
 BR0940
 BR0940.The geoid height was determined by GEOID03.
 BR0940
 BR0940;                    North         East     Units Scale Factor Converg.
 BR0940;SPC GA E     -   182,419.458   218,491.360   MT  0.99990422   +0 06 08.2
 BR0940;SPC GA E     -   598,487.84    716,833.74   sFT  0.99990422   +0 06 08.2
 BR0940;UTM  17      - 3,501,543.513   407,863.914   MT  0.99970470   -0 30 35.5
 BR0940
 BR0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0940!SPC GA E     -   0.99999776  x   0.99990422  =   0.99990198
 BR0940!UTM  17      -   0.99999776  x   0.99970470  =   0.99970246
 BR0940
 BR0940|---------------------------------------------------------------------|
 BR0940| PID    Reference Object                     Distance      Geod. Az  |
 BR0940|                                                           dddmmss.s |
 BR0940| CS9238 BV 151 201 RM 1                      20.554 METERS 03328     |
 BR0940| BR0766 H 269                                35.519 METERS 05913     |
 BR0940| BR0941 BV 151 201 AZ MK                    APPROX. 0.7 KM 1102007.5 |
 BR0940|---------------------------------------------------------------------|
 BR0940
 BR0940                          SUPERSEDED SURVEY CONTROL
 BR0940
 BR0940  NAD 83(1986)-  31 38 43.49155(N)    081 58 18.13934(W) AD(       ) 1
 BR0940  NGVD 29 (09/27/88)   43.96   (m)          144.2    (f) LEVELING    3  
 BR0940
 BR0940.Superseded values are not recommended for survey control.
 BR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0940.See file dsdata.txt to determine how the superseded data were derived.
 BR0940
 BR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0786401544(NAD 83)
 BR0940_MARKER: DD = SURVEY DISK
 BR0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0940+STABILITY: SURFACE MOTION
 BR0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0940+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1985
 BR0940
 BR0940  HISTORY     - Date     Condition        Report By
 BR0940  HISTORY     - 1984     MONUMENTED       GADT
 BR0940  HISTORY     - 19850826 GOOD
 BR0940
 BR0940                          STATION DESCRIPTION
 BR0940
 BR0940'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0940'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) WEST-NORTHWEST FROM
 BR0940'JESUP, 5.65 KM (3.5 MI) EAST-SOUTHEAST FROM ODUM, AND 23.2 KM (14.4
 BR0940'MI) WEST-SOUTHWEST FROM LUDOWICI.
 BR0940'OWNERSHIP--STATE RIGHT OF WAY.
 BR0940'
 BR0940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0940'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0940'NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0940'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  CONTINUE GOING
 BR0940'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 0.95 KM (0.6 MI) TO THE
 BR0940'JUNCTION OF STATE ROUTE 27 ALTERNATE REVERSE FORKING TO THE RIGHT.
 BR0940'CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 3.55 KM
 BR0940'(2.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 (TANK ROAD) TO
 BR0940'THE RIGHT.  CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR
 BR0940'1.6 KM (1 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 BR0940'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 0.65 KM (0.4 MI) TO THE
 BR0940'STATION ON THE LEFT.
 BR0940'
 BR0940'THE STATION IS A STANDARD GADT DISK STAMPED---151-201 1984---, SET
 BR0940'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0940'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 13.17 METERS
 BR0940'(43.2 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 5.73 METERS
 BR0940'(18.8 FT) EAST-SOUTHEAST FROM A 24 INCH CONCRETE PIPE UNDER A DIRT
 BR0940'DRIVEWAY GOING TO A HOUSE, 24.14 METERS (79.2 FT) WEST FROM A POWER
 BR0940'POLE, AND 1.58 METERS (5.2 FT) NORTH FROM A METAL WITNESS POST SET
 BR0940'AT A FENCELINE.  THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0940'STAMPED---151-201 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BR0940'0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0940'
 BR0940'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0940'STAMPED---151-201 1984 RM 1---,
 BR0940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0940'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0940'IT IS LOCATED
 BR0940'6.98 METERS (22.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR0940'HIGHWAY,
 BR0940'8.35 METERS (27.4 FT) EAST-SOUTHEAST FROM A 24 INCH CONCRETE PIPE
 BR0940'UNDER A DIRT ROAD TO THE NORTH,
 BR0940'25.76 METERS (84.5 FT) NORTHWEST FROM A POWER POLE, AND
 BR0940'0.91 METER (3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 BR0940'
 BR0940'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0940'STAMPED---151-201 1984 AZ MK---,
 BR0940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0940'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0940'IT IS LOCATED
 BR0940'6.52 METERS (21.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0940'HIGHWAY,
 BR0940'32 METERS (105 FT) NORTHWEST FROM A POWER POLE,
 BR0940'23.93 METERS (78.5 FT) SOUTH FROM THE SOUTH RAIL OF A RAILROAD
 BR0940'TRACK,
 BR0940'AND 1.07 METERS (3.5 FT) WEST FROM A METAL WITNESS POST.
 BR0940'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0940'STAMPED---151-201 1984 AZ MK---,
 BR0940'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW SURFACE.
 BR0940'
 BR0940'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0940'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY GEORGIA
 BR0940'1976.  DESCRIBED BY P.R. MILTON.
 BR0940
 BR0940                          STATION RECOVERY (1985)
 BR0940
 BR0940'RECOVERED 1985
 BR0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0941 ***********************************************************************
 BR0941  DESIGNATION -  BV 151 201 AZ MK
 BR0941  PID         -  BR0941
 BR0941  STATE/COUNTY-  GA/WAYNE
 BR0941  USGS QUAD   -  JESUP NW (1988)
 BR0941
 BR0941                         *CURRENT SURVEY CONTROL
 BR0941  ___________________________________________________________________
 BR0941* NAD 83(1994)-  31 38 35.28499(N)    081 57 52.25937(W)     ADJUSTED  
 BR0941* NAVD 88     -        44.2    (meters)     145.     (feet)  VERTCON   
 BR0941  ___________________________________________________________________
 BR0941  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 BR0941  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 BR0941
 BR0941  HORZ ORDER  -  SECOND
 BR0941
 BR0941.The horizontal coordinates were established by classical geodetic methods
 BR0941.and adjusted by the National Geodetic Survey in September 1997..
 BR0941
 BR0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0941
 BR0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0941
 BR0941.The geoid height was determined by GEOID03.
 BR0941
 BR0941;                    North         East     Units Scale Factor Converg.
 BR0941;SPC GA E     -   182,168.024   219,173.520   MT  0.99990453   +0 06 21.8
 BR0941;SPC GA E     -   597,662.93    719,071.79   sFT  0.99990453   +0 06 21.8
 BR0941;UTM  17      - 3,501,284.858   408,543.212   MT  0.99970316   -0 30 21.8
 BR0941
 BR0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0941!SPC GA E     -   0.99999766  x   0.99990453  =   0.99990219
 BR0941!UTM  17      -   0.99999766  x   0.99970316  =   0.99970082
 BR0941
 BR0941                          SUPERSEDED SURVEY CONTROL
 BR0941
 BR0941  NAD 83(1986)-  31 38 35.28648(N)    081 57 52.26508(W) AD(       ) 2
 BR0941  NGVD 29 (09/27/88)   44.4    (m)          146.     (f) VERT ANG       
 BR0941
 BR0941.Superseded values are not recommended for survey control.
 BR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0941.See file dsdata.txt to determine how the superseded data were derived.
 BR0941
 BR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0854301285(NAD 83)
 BR0941_MARKER: DD = SURVEY DISK
 BR0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0941+STABILITY: SURFACE MOTION
 BR0941
 BR0941  HISTORY     - Date     Condition        Report By
 BR0941  HISTORY     - 1984     MONUMENTED       GADT
 BR0941
 BR0941                          STATION DESCRIPTION
 BR0941
 BR0941'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0941'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) WEST-NORTHWEST FROM
 BR0941'JESUP, 5.65 KM (3.5 MI) EAST-SOUTHEAST FROM ODUM, AND 23.2 KM (14.4
 BR0941'MI) WEST-SOUTHWEST FROM LUDOWICI.  OWNERSHIP--STATE RIGHT OF WAY.
 BR0941'
 BR0941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0941'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0941'NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0941'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  CONTINUE GOING
 BR0941'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 0.95 KM (0.6 MI) TO THE
 BR0941'JUNCTION OF STATE ROUTE 27 ALTERNATE REVERSE FORKING TO THE RIGHT.
 BR0941'CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 3.55 KM (2.2
 BR0941'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 73 (TANK ROAD) TO THE
 BR0941'RIGHT.  CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR
 BR0941'1.6 KM (1 MI) TO THE STATION ON THE RIGHT.
 BR0941'
 BR0941'THE STATION IS A STANDARD GADT DISK
 BR0941'STAMPED---151-201 1984 AZ MK---,
 BR0941'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0941'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0941'IT IS LOCATED
 BR0941'6.52 METERS (21.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0941'HIGHWAY,
 BR0941'32 METERS (105 FT) NORTHWEST FROM A POWER POLE,
 BR0941'23.93 METERS (78.5 FT) SOUTH FROM THE SOUTH RAIL OF A RAILROAD
 BR0941'TRACK,
 BR0941'AND 1.07 METERS (3.5 FT) WEST FROM A METAL WITNESS POST.
 BR0941'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0941'STAMPED---151-201 1984 AZ MK---,
 BR0941'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0941'
 BR0941'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0941'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0942 ***********************************************************************
 BR0942  DESIGNATION -  BV 151 202
 BR0942  PID         -  BR0942
 BR0942  STATE/COUNTY-  GA/WAYNE
 BR0942  USGS QUAD   -  JESUP WEST (1988)
 BR0942
 BR0942                         *CURRENT SURVEY CONTROL
 BR0942  ___________________________________________________________________
 BR0942* NAD 83(1994)-  31 37 12.10810(N)    081 54 02.94000(W)     ADJUSTED  
 BR0942* NAVD 88     -        33.33   (+/-2cm)     109.4    (feet)  VERTCON   
 BR0942  ___________________________________________________________________
 BR0942  X           -     765,900.375 (meters)                     COMP
 BR0942  Y           -  -5,382,046.459 (meters)                     COMP
 BR0942  Z           -   3,324,629.384 (meters)                     COMP
 BR0942  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 BR0942  ELLIP HEIGHT-           3.85  (meters)          (09/03/97) GPS OBS
 BR0942  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 BR0942
 BR0942  HORZ ORDER  -  FIRST
 BR0942  VERT ORDER  -  THIRD (See Below)
 BR0942  ELLP ORDER  -  FOURTH    CLASS II
 BR0942
 BR0942.The horizontal coordinates were established by GPS observations
 BR0942.and adjusted by the National Geodetic Survey in September 1997..
 BR0942
 BR0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0942.The vertical order pertains to the NGVD 29 superseded value.
 BR0942
 BR0942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0942
 BR0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0942
 BR0942.The ellipsoidal height was determined by GPS observations
 BR0942.and is referenced to NAD 83.
 BR0942
 BR0942.The geoid height was determined by GEOID03.
 BR0942
 BR0942;                    North         East     Units Scale Factor Converg.
 BR0942;SPC GA E     -   179,619.356   225,221.565   MT  0.99990784   +0 08 21.8
 BR0942;SPC GA E     -   589,301.17    738,914.42   sFT  0.99990784   +0 08 21.8
 BR0942;UTM  17      - 3,498,672.293   414,562.433   MT  0.99969003   -0 28 20.3
 BR0942
 BR0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0942!SPC GA E     -   0.99999940  x   0.99990784  =   0.99990724
 BR0942!UTM  17      -   0.99999940  x   0.99969003  =   0.99968943
 BR0942
 BR0942|---------------------------------------------------------------------|
 BR0942| PID    Reference Object                     Distance      Geod. Az  |
 BR0942|                                                           dddmmss.s |
 BR0942| BR0797 D 269                                56.910 METERS 12552     |
 BR0942| CS9239 BV 151 202 RM 1                      22.521 METERS 20139     |
 BR0942| BR0943 BV 151 202 AZ MK                    APPROX. 0.8 KM 2933256.3 |
 BR0942|---------------------------------------------------------------------|
 BR0942
 BR0942                          SUPERSEDED SURVEY CONTROL
 BR0942
 BR0942  NAD 83(1986)-  31 37 12.11016(N)    081 54 02.93865(W) AD(       ) 1
 BR0942  NGVD 29 (09/27/88)   33.60   (m)          110.2    (f) LEVELING    3  
 BR0942
 BR0942.Superseded values are not recommended for survey control.
 BR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0942.See file dsdata.txt to determine how the superseded data were derived.
 BR0942
 BR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1456298672(NAD 83)
 BR0942_MARKER: DD = SURVEY DISK
 BR0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0942+STABILITY: SURFACE MOTION
 BR0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0942+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1985
 BR0942
 BR0942  HISTORY     - Date     Condition        Report By
 BR0942  HISTORY     - 1984     MONUMENTED       GADT
 BR0942  HISTORY     - 19850819 GOOD
 BR0942
 BR0942                          STATION DESCRIPTION
 BR0942
 BR0942'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0942'THE STATION IS LOCATED IN JESUP.
 BR0942'
 BR0942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341,
 BR0942'AND STATE ROUTES 38, AND 27 IN JESUP, GO NORTHWESTERLY ALONG U.S.
 BR0942'HIGHWAY 341 FOR 0.9 KM (0.55 MI) TO A CULVERT OVER A SMALL CREEK.
 BR0942'CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 1.15 KM
 BR0942'(0.7 MI) TO THE JUNCTION OF STATE ROUTE 27 ALTERNATE AND THE
 BR0942'STATION ON THE RIGHT BETWEEN BOTH HIGHWAYS.
 BR0942'
 BR0942'THE STATION IS A STANDARD GADT DISK STAMPED---151-202 1984---, SET
 BR0942'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0942'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 8.87 METERS
 BR0942'(29.1 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 10.45
 BR0942'METERS (34.3 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF STATE
 BR0942'ROUTE 27 ALTERNATE, 32.03 METERS (105.1 FT) NORTHWEST FROM A POWER
 BR0942'POLE, AND 0.67 METER (2.2 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0942'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---151-202
 BR0942'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0942'SURFACE OF THE GROUND.
 BR0942'
 BR0942'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0942'STAMPED---151-202 1984 RM 1---,
 BR0942'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0942'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0942'IT IS LOCATED
 BR0942'12.28 METERS (40.3 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BR0942'HIGHWAY,
 BR0942'12.71 METERS (41.2 FT) SOUTHEAST FROM A POWER POLE, AND
 BR0942'0.73 METER (2.4 FT) NORTHWEST FROM A METAL WITNESS POST.
 BR0942'
 BR0942'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0942'STAMPED---151-202 1984 AZ MK---,
 BR0942'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0942'AND RECESSED 7.62 CM BELOW THE SURFACE OF THE GROUND.
 BR0942'IT IS LOCATED
 BR0942'4.75 METERS (15.60 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR0942'HIGHWAY,
 BR0942'34.41 METERS (112.9 FT) NORTHWEST FROM A POWER POLE,
 BR0942'AND 0.79 METER (2.6 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 BR0942'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0942'STAMPED---151-202 1984 AZ MK---,
 BR0942'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0942'OF THE GROUND.
 BR0942'TO REACH THE AZIMUTH MARK FROM THE STATION , CONTINUE GOING
 BR0942'NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 0.8 KM (0.5 MI) TO THE
 BR0942'AZIMUTH MARK ON THE RIGHT.
 BR0942'
 BR0942'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0942'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY GEORGIA
 BR0942'1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
 BR0942
 BR0942                          STATION RECOVERY (1985)
 BR0942
 BR0942'RECOVERED 1985
 BR0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0943 ***********************************************************************
 BR0943  DESIGNATION -  BV 151 202 AZ MK
 BR0943  PID         -  BR0943
 BR0943  STATE/COUNTY-  GA/WAYNE
 BR0943  USGS QUAD   -  JESUP WEST (1988)
 BR0943
 BR0943                         *CURRENT SURVEY CONTROL
 BR0943  ___________________________________________________________________
 BR0943* NAD 83(1994)-  31 37 21.85723(N)    081 54 29.08395(W)     ADJUSTED  
 BR0943* NAVD 88     -        32.7    (meters)     107.     (feet)  VERTCON   
 BR0943  ___________________________________________________________________
 BR0943  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 BR0943  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 BR0943
 BR0943  HORZ ORDER  -  SECOND
 BR0943
 BR0943.The horizontal coordinates were established by classical geodetic methods
 BR0943.and adjusted by the National Geodetic Survey in September 1997..
 BR0943
 BR0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0943
 BR0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0943
 BR0943.The geoid height was determined by GEOID03.
 BR0943
 BR0943;                    North         East     Units Scale Factor Converg.
 BR0943;SPC GA E     -   179,917.948   224,531.877   MT  0.99990742   +0 08 08.1
 BR0943;SPC GA E     -   590,280.80    736,651.67   sFT  0.99990742   +0 08 08.1
 BR0943;UTM  17      - 3,498,978.165   413,876.120   MT  0.99969148   -0 28 34.2
 BR0943
 BR0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0943!SPC GA E     -   0.99999948  x   0.99990742  =   0.99990690
 BR0943!UTM  17      -   0.99999948  x   0.99969148  =   0.99969096
 BR0943
 BR0943                          SUPERSEDED SURVEY CONTROL
 BR0943
 BR0943  NAD 83(1986)-  31 37 21.85995(N)    081 54 29.08226(W) AD(       ) 2
 BR0943  NGVD 29 (09/27/88)   33.0    (m)          108.     (f) VERT ANG       
 BR0943
 BR0943.Superseded values are not recommended for survey control.
 BR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0943.See file dsdata.txt to determine how the superseded data were derived.
 BR0943
 BR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1387698978(NAD 83)
 BR0943_MARKER: DD = SURVEY DISK
 BR0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0943+STABILITY: SURFACE MOTION
 BR0943
 BR0943  HISTORY     - Date     Condition        Report By
 BR0943  HISTORY     - 1984     MONUMENTED       GADT
 BR0943
 BR0943                          STATION DESCRIPTION
 BR0943
 BR0943'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0943'THE STATION IS LOCATED IN JESUP.
 BR0943'
 BR0943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341 AND
 BR0943'STATE ROUTES 38 AND 27 IN JESUP, GO NORTHWESTERLY ALONG U.S.
 BR0943'HIGHWAY 341 FOR 0.9 KM (0.55 MI) TO A CULVERT OVER A SMALL CREEK.
 BR0943'CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 1.15 KM
 BR0943'(0.7 MI) TO THE JUNCTION OF STATE ROUTE 27 ALTERNATE.  CONTINUE
 BR0943'GOING NORTHWESTERLY ALONG U.S. HIGHWAY 341 FOR 0.8 KM (0.5 MI) TO
 BR0943'THE STATION ON THE RIGHT.
 BR0943'
 BR0943'THE STATION IS A STANDARD GADT DISK
 BR0943'STAMPED---151-202 1984 AZ MK---,
 BR0943'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0943'AND RECESSED 7.62 CM BELOW THE SURFACE OF THE GROUND.
 BR0943'IT IS LOCATED
 BR0943'4.75 METERS (15.60 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BR0943'HIGHWAY,
 BR0943'34.41 METERS (112.9 FT) NORTHWEST FROM A POWER POLE,
 BR0943'AND 0.79 METER (2.6 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 BR0943'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0943'STAMPED---151-202 1984 AZ MK---,
 BR0943'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0943'
 BR0943'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0943'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0944 ***********************************************************************
 BR0944  DESIGNATION -  BV 151 203
 BR0944  PID         -  BR0944
 BR0944  STATE/COUNTY-  GA/WAYNE
 BR0944  USGS QUAD   -  JESUP EAST (1988)
 BR0944
 BR0944                         *CURRENT SURVEY CONTROL
 BR0944  ___________________________________________________________________
 BR0944* NAD 83(1994)-  31 35 11.14335(N)    081 49 47.64425(W)     ADJUSTED  
 BR0944* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 BR0944  ___________________________________________________________________
 BR0944  X           -     772,836.891 (meters)                     COMP
 BR0944  Y           -  -5,383,014.691 (meters)                     COMP
 BR0944  Z           -   3,321,448.583 (meters)                     COMP
 BR0944  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 BR0944  ELLIP HEIGHT-         -10.70  (meters)          (09/03/97) GPS OBS
 BR0944  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 BR0944
 BR0944  HORZ ORDER  -  FIRST
 BR0944  ELLP ORDER  -  FOURTH    CLASS II
 BR0944
 BR0944.The horizontal coordinates were established by GPS observations
 BR0944.and adjusted by the National Geodetic Survey in September 1997..
 BR0944
 BR0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0944
 BR0944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0944
 BR0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0944
 BR0944.The ellipsoidal height was determined by GPS observations
 BR0944.and is referenced to NAD 83.
 BR0944
 BR0944.The geoid height was determined by GEOID03.
 BR0944
 BR0944;                    North         East     Units Scale Factor Converg.
 BR0944;SPC GA E     -   175,912.538   231,960.924   MT  0.99991259   +0 10 35.0
 BR0944;SPC GA E     -   577,139.72    761,025.13   sFT  0.99991259   +0 10 35.0
 BR0944;UTM  17      - 3,494,894.631   421,260.332   MT  0.99967647   -0 26 05.0
 BR0944
 BR0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0944!SPC GA E     -   1.00000168  x   0.99991259  =   0.99991427
 BR0944!UTM  17      -   1.00000168  x   0.99967647  =   0.99967815
 BR0944
 BR0944:                Primary Azimuth Mark                     Grid Az
 BR0944:SPC GA E     -  BV 151 203 AZ MK                         147 16 06.7
 BR0944:UTM  17      -  BV 151 203 AZ MK                         147 52 46.7
 BR0944
 BR0944|---------------------------------------------------------------------|
 BR0944| PID    Reference Object                     Distance      Geod. Az  |
 BR0944|                                                           dddmmss.s |
 BR0944| BR0945 BV 151 203 AZ MK                    APPROX. 0.5 KM 1472641.7 |
 BR0944| CS9240 BV 151 203 RM 1                      16.481 METERS 23525     |
 BR0944|---------------------------------------------------------------------|
 BR0944
 BR0944                          SUPERSEDED SURVEY CONTROL
 BR0944
 BR0944  NAD 83(1986)-  31 35 11.14814(N)    081 49 47.64386(W) AD(       ) 1
 BR0944  NGVD 29 (09/27/88)   19.2    (m)           63.     (f) GPS OBS        
 BR0944
 BR0944.Superseded values are not recommended for survey control.
 BR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0944.See file dsdata.txt to determine how the superseded data were derived.
 BR0944
 BR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ2126094895(NAD 83)
 BR0944_MARKER: DD = SURVEY DISK
 BR0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0944+STABILITY: SURFACE MOTION
 BR0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0944+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1985
 BR0944
 BR0944  HISTORY     - Date     Condition        Report By
 BR0944  HISTORY     - 1984     MONUMENTED       GADT
 BR0944  HISTORY     - 19850816 GOOD
 BR0944
 BR0944                          STATION DESCRIPTION
 BR0944
 BR0944'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0944'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) EAST-SOUTHEAST FROM
 BR0944'JESUP, 16.6 KM (10.3 MI) SOUTH-SOUTHWEST FROM LUDOWICI, AND 20.45
 BR0944'KM (12.7 MI) EAST-SOUTHEAST FROM ODUM.
 BR0944'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0944'
 BR0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341,
 BR0944'AND STATE ROUTES 38, AND 27 IN JESUP, GO SOUTHEASTERLY ALONG U.S.
 BR0944'341 FOR 1.95 KM (1.2 MI) TO THE JUNCTION OF U.S. HIGHWAY 301.
 BR0944'TURN LEFT GOING NORTHEASTERLY ALONG U.S. HIGHWAY 301 FOR 0.8 KM
 BR0944'(0.5 MI) TO THE JUNCTION OF BETHLEHEM ROAD TO THE RIGHT.  TURN
 BR0944'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 274 (BETHLEHEM ROAD) FOR
 BR0944'3.55 KM (2.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 275 TO THE
 BR0944'LEFT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 274 FOR 0.1 KM
 BR0944'(0.05 MI) TO THE STATION ON THE LEFT.
 BR0944'
 BR0944'THE STATION IS A STANDARD GADT DISK STAMPED---151-203 1984---, SET
 BR0944'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0944'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 5.33 METERS
 BR0944'(17.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF PAVED ROAD, 17.37
 BR0944'METERS (57.00 FT) EAST-NORTHEAST FROM A POWER POLE, 23.53 METERS
 BR0944'(77.2 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 30.97
 BR0944'METERS (101.6 FT) SOUTH FROM A 24 INCH CONCRETE PIPE UNDER
 BR0944'THE ROAD, AND 0.76 METER (2.5 FT) NORTH FROM A METAL WITNESS POST.
 BR0944'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---151-203
 BR0944'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0944'SURFACE OF THE GROUND.
 BR0944'
 BR0944'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-203 1984
 BR0944'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0944'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0944'11.13 METERS (36.5 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 BR0944'BETHLEHEM ROAD, 1.52 METERS (5.00 FT) SOUTHEAST FROM A POWER POLE,
 BR0944'15.64 METERS (51.13 FT) SOUTH-SOUTHEAST FROM AN UNDERGROUND
 BR0944'TELEPHONE CABLE PEDESTAL, AND 0.79 METER (2.6 FT) SOUTH FROM A
 BR0944'METAL WITNESS POST.
 BR0944'
 BR0944'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0944'STAMPED---151-203 1984 AZ MK---,
 BR0944'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0944'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0944'IT IS LOCATED
 BR0944'4.66 METERS (15.3 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 BR0944'BETHLEHEM ROAD,
 BR0944'11.61 METERS (38.1 FT) SOUTHEAST FROM THE WEST END OF A 24 INCH
 BR0944'CONCRETE PIPE UNDER THE ROAD,
 BR0944'18.5 METERS (60.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 BR0944'AND 0.79 METER (2.6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BR0944'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0944'STAMPED---151-203 1984 AZ MK---,
 BR0944'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0944'OF THE GROUND.
 BR0944'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING
 BR0944'SOUTHEAST ALONG COUNTY ROAD 274 (BETHLEHEM ROAD) FOR 0.55 KM (0.35
 BR0944'MI) TO THE AZIMUTH MARK ON THE RIGHT.
 BR0944'
 BR0944'THE STATION WAS OCCUPIED BY GLOBAL POSITIONIG SYSTEM.  COUNTY ROAD
 BR0944'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY GEORGIA
 BR0944'1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
 BR0944
 BR0944                          STATION RECOVERY (1985)
 BR0944
 BR0944'RECOVERED 1985
 BR0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0945 ***********************************************************************
 BR0945  DESIGNATION -  BV 151 203 AZ MK
 BR0945  PID         -  BR0945
 BR0945  STATE/COUNTY-  GA/WAYNE
 BR0945  USGS QUAD   -  JESUP EAST (1988)
 BR0945
 BR0945                         *CURRENT SURVEY CONTROL
 BR0945  ___________________________________________________________________
 BR0945* NAD 83(1994)-  31 34 56.30772(N)    081 49 36.58034(W)     ADJUSTED  
 BR0945* NAVD 88     -        18.9    (meters)      62.     (feet)  VERTCON   
 BR0945  ___________________________________________________________________
 BR0945  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 BR0945  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 BR0945
 BR0945  HORZ ORDER  -  SECOND
 BR0945
 BR0945.The horizontal coordinates were established by classical geodetic methods
 BR0945.and adjusted by the National Geodetic Survey in September 1997..
 BR0945.No horizontal observational check was made to the station.
 BR0945
 BR0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0945
 BR0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0945
 BR0945.The geoid height was determined by GEOID03.
 BR0945
 BR0945;                    North         East     Units Scale Factor Converg.
 BR0945;SPC GA E     -   175,456.547   232,254.019   MT  0.99991283   +0 10 40.7
 BR0945;SPC GA E     -   575,643.69    761,986.73   sFT  0.99991283   +0 10 40.7
 BR0945;UTM  17      - 3,494,435.648   421,548.479   MT  0.99967591   -0 25 59.0
 BR0945
 BR0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0945!SPC GA E     -   1.00000167  x   0.99991283  =   0.99991450
 BR0945!UTM  17      -   1.00000167  x   0.99967591  =   0.99967758
 BR0945
 BR0945                          SUPERSEDED SURVEY CONTROL
 BR0945
 BR0945  NAD 83(1986)-  31 34 56.31224(N)    081 49 36.58047(W) AD(       ) 2
 BR0945  NGVD 29 (09/27/88)   19.2    (m)           63.     (f) VERT ANG       
 BR0945
 BR0945.Superseded values are not recommended for survey control.
 BR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0945.See file dsdata.txt to determine how the superseded data were derived.
 BR0945
 BR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ2154894436(NAD 83)
 BR0945_MARKER: DD = SURVEY DISK
 BR0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0945+STABILITY: SURFACE MOTION
 BR0945
 BR0945  HISTORY     - Date     Condition        Report By
 BR0945  HISTORY     - 1984     MONUMENTED       GADT
 BR0945
 BR0945                          STATION DESCRIPTION
 BR0945
 BR0945'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0945'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) EAST-SOUTHEAST FROM
 BR0945'JESUP, 16.6 KM (10.3 MI) SOUTH-SOUTHWEST FROM LUDOWICI, AND 20.45
 BR0945'KM (12.7 MI) EAST-SOUTHEAST FROM ODUM.
 BR0945'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0945'
 BR0945'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341,
 BR0945'AND STATE ROUTES 38 AND 27 IN JESUP, GO SOUTHEASTERLY ALONG U.S.
 BR0945'HIGHWAY 341 FOR 1.95 KM (1.2 MI) TO THE JUNCTION OF U.S. HIGHWAY
 BR0945'301.  TURN LEFT GOING NORTHEASTERLY ALONG U.S. HIGHWAY 301 FOR 0.8
 BR0945'KM (0.5 MI) TO THE JUNCTION OF BETHLEHEM ROAD TO THE RIGHT.  TURN
 BR0945'RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 274 (BETHLEHEM ROAD) FOR
 BR0945'3.55 KM (2.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 275 TO THE
 BR0945'LEFT.  CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 274 FOR 0.7 KM
 BR0945'(0.45 MI) TO THE STATION ON THE RIGHT.
 BR0945'
 BR0945'THE STATION IS A STANDARD GADT DISK
 BR0945'STAMPED---151-203 1984 AZ MK---,
 BR0945'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0945'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0945'IT IS LOCATED
 BR0945'4.66 METERS (15.3 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 BR0945'BETHLEHEM ROAD,
 BR0945'11.61 METERS (38.1 FT) SOUTHWEST FROM THE WEST END OF A 24 INCH
 BR0945'CONCRETE PIPE UNDER THE ROAD,
 BR0945'18.5 METERS (60.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE,
 BR0945'AND 0.79 METER (2.6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BR0945'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0945'STAMPED---151-203 1984 AZ MK---,
 BR0945'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0945'
 BR0945'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0945'
 BR0945'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0946 ***********************************************************************
 BR0946  DESIGNATION -  BV 151 204
 BR0946  PID         -  BR0946
 BR0946  STATE/COUNTY-  GA/WAYNE
 BR0946  USGS QUAD   -  JESUP EAST (1988)
 BR0946
 BR0946                         *CURRENT SURVEY CONTROL
 BR0946  ___________________________________________________________________
 BR0946* NAD 83(1994)-  31 33 27.99529(N)    081 49 11.52533(W)     ADJUSTED  
 BR0946* NAVD 88     -        15.59   (+/-2cm)      51.1    (feet)  VERTCON   
 BR0946  ___________________________________________________________________
 BR0946  X           -     774,015.771 (meters)                     COMP
 BR0946  Y           -  -5,384,522.947 (meters)                     COMP
 BR0946  Z           -   3,318,740.179 (meters)                     COMP
 BR0946  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 BR0946  ELLIP HEIGHT-         -13.97  (meters)          (09/03/97) GPS OBS
 BR0946  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 BR0946
 BR0946  HORZ ORDER  -  FIRST
 BR0946  VERT ORDER  -  THIRD (See Below)
 BR0946  ELLP ORDER  -  FOURTH    CLASS II
 BR0946
 BR0946.The horizontal coordinates were established by GPS observations
 BR0946.and adjusted by the National Geodetic Survey in September 1997..
 BR0946
 BR0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0946.The vertical order pertains to the NGVD 29 superseded value.
 BR0946
 BR0946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0946
 BR0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0946
 BR0946.The ellipsoidal height was determined by GPS observations
 BR0946.and is referenced to NAD 83.
 BR0946
 BR0946.The geoid height was determined by GEOID03.
 BR0946
 BR0946;                    North         East     Units Scale Factor Converg.
 BR0946;SPC GA E     -   172,738.863   232,923.187   MT  0.99991336   +0 10 53.4
 BR0946;SPC GA E     -   566,727.42    764,182.16   sFT  0.99991336   +0 10 53.4
 BR0946;UTM  17      - 3,491,711.633   422,188.485   MT  0.99967467   -0 25 44.8
 BR0946
 BR0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0946!SPC GA E     -   1.00000219  x   0.99991336  =   0.99991555
 BR0946!UTM  17      -   1.00000219  x   0.99967467  =   0.99967686
 BR0946
 BR0946:                Primary Azimuth Mark                     Grid Az
 BR0946:SPC GA E     -  BV 151 204 AZ MK                         045 27 45.2
 BR0946:UTM  17      -  BV 151 204 AZ MK                         046 04 23.4
 BR0946
 BR0946|---------------------------------------------------------------------|
 BR0946| PID    Reference Object                     Distance      Geod. Az  |
 BR0946|                                                           dddmmss.s |
 BR0946| BR0947 BV 151 204 AZ MK                    APPROX. 0.5 KM 0453838.6 |
 BR0946| BR0756 T 148                                57.113 METERS 24753     |
 BR0946| CS9241 BV 151 204 RM 1                      20.241 METERS 31641     |
 BR0946|---------------------------------------------------------------------|
 BR0946
 BR0946                          SUPERSEDED SURVEY CONTROL
 BR0946
 BR0946  NAD 83(1986)-  31 33 28.00022(N)    081 49 11.52476(W) AD(       ) 1
 BR0946  NGVD 29 (09/27/88)   15.87   (m)           52.1    (f) LEVELING    3  
 BR0946
 BR0946.Superseded values are not recommended for survey control.
 BR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0946.See file dsdata.txt to determine how the superseded data were derived.
 BR0946
 BR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ2218891712(NAD 83)
 BR0946_MARKER: DD = SURVEY DISK
 BR0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0946+STABILITY: SURFACE MOTION
 BR0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0946+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1985
 BR0946
 BR0946  HISTORY     - Date     Condition        Report By
 BR0946  HISTORY     - 1984     MONUMENTED       GADT
 BR0946  HISTORY     - 19850816 GOOD
 BR0946
 BR0946                          STATION DESCRIPTION
 BR0946
 BR0946'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0946'THE STATION IS LOCATED ABOUT 8.55 KM (5.3 MI) SOUTHEAST FROM JESUP,
 BR0946'19.15 KM (11.9 MI) SOUTH-SOUTHWEST FROM LUDOWICI, AND 20.6 KM (12.8
 BR0946'MI) EAST-SOUTHEAST FROM ODUM.
 BR0946'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0946'
 BR0946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 BR0946'(STATE ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP,
 BR0946'GO SOUTHERLY ALONG U.S. HIGHWAY 341 FOR 1.95 KM (1.2 MI) TO THE
 BR0946'JUNCTION OF U.S. HIGHWAY 341 CROSSING.  CONTINUE GOING SOUTHERLY
 BR0946'ALONG U.S. HIGHWAY 341 FOR 4.35 KM (2.7 MI) TO THE SECOND BRIDGE
 BR0946'OVER PENHOLLOWAY CREEK.  CONTINUE GOING SOUTHERLY ALONG U.S.
 BR0946'HIGHWAY 341 FOR 1.95 KM (1.2 MI) TO THE JUNCTION OF PAVED COUNTY
 BR0946'ROAD 273 TO THE LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 273
 BR0946'FOR 0.15 KM (0.1 MI) TO A RAILROAD CROSSING AND THE STATION ON THE
 BR0946'RIGHT AFTER CROSSING THE RAILROAD TRACKS.
 BR0946'
 BR0946'THE STATION IS A STANDARD GADT DISK STAMPED---151-204 1984---, SET
 BR0946'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0946'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 9.63 METERS
 BR0946'(31.6 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE PAVED ROAD,
 BR0946'6.22 METERS (20.4 FT) NORTHEAST FROM A POWER POLE, 42.37 METERS
 BR0946'(139 FT) EAST-NORTHEAST FROM THE NORTHEAST RAIL, AND 0.79 METER
 BR0946'(2.6 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.  THE UNDERGROUND
 BR0946'STATION IS A STANDARD GADT DISK STAMPED---151-204 1984---, SET IN
 BR0946'AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 BR0946'GROUND.
 BR0946'
 BR0946'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BR0946'STAMPED---151-204 1984 RM 1---,
 BR0946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0946'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0946'IT IS LOCATED
 BR0946'10.76 METERS (35.3 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0946'PAVED ROAD,
 BR0946'22.65 METERS (74.3 FT) NORTHWEST FROM A POWER POLE,
 BR0946'42.85 METERS (140.6 FT) EAST-NORTHEAST FROM THE NORTHEAST RAIL,
 BR0946'AND 0.85 METER (2.8 FT) WEST FROM A METAL WITNESS POST.
 BR0946'
 BR0946'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0946'STAMPED---151-204 1984 AZ MK---,
 BR0946'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BR0946'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0946'IT IS LOCATED
 BR0946'11.16 METERS (36.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0946'PAVED ROAD,
 BR0946'34.78 METERS (114.1 FT) EAST-NORTHEAST FROM A POWER POLE,
 BR0946'AND 0.7 METER (2.3 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BR0946'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0946'STAMPED---151-204 1984 AZ MK---,
 BR0946'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0946'OF THE GROUND.
 BR0946'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE GOING
 BR0946'EASTERLY ALONG PAVED COUNTY ROAD 273 FOR 0.55 KM (0.35 MI) TO THE
 BR0946'JUNCTION OF A WOODS ROAD CROSSING AND THE AZIMUTH MARK ON THE LEFT.
 BR0946'
 BR0946'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.  COUNTY ROAD
 BR0946'NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY GEORGIA
 BR0946'1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
 BR0946
 BR0946                          STATION RECOVERY (1985)
 BR0946
 BR0946'RECOVERED 1985
 BR0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0947 ***********************************************************************
 BR0947  DESIGNATION -  BV 151 204 AZ MK
 BR0947  PID         -  BR0947
 BR0947  STATE/COUNTY-  GA/WAYNE
 BR0947  USGS QUAD   -  JESUP EAST (1988)
 BR0947
 BR0947                         *CURRENT SURVEY CONTROL
 BR0947  ___________________________________________________________________
 BR0947* NAD 83(1994)-  31 33 39.65857(N)    081 48 57.59405(W)     ADJUSTED  
 BR0947* NAVD 88     -        15.6    (meters)      51.     (feet)  VERTCON   
 BR0947  ___________________________________________________________________
 BR0947  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 BR0947  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 BR0947
 BR0947  HORZ ORDER  -  SECOND
 BR0947
 BR0947.The horizontal coordinates were established by classical geodetic methods
 BR0947.and adjusted by the National Geodetic Survey in September 1997..
 BR0947
 BR0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0947
 BR0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0947
 BR0947.The geoid height was determined by GEOID03.
 BR0947
 BR0947;                    North         East     Units Scale Factor Converg.
 BR0947;SPC GA E     -   173,099.227   233,289.416   MT  0.99991366   +0 11 00.8
 BR0947;SPC GA E     -   567,909.71    765,383.69   sFT  0.99991366   +0 11 00.8
 BR0947;UTM  17      - 3,492,067.988   422,558.446   MT  0.99967397   -0 25 37.6
 BR0947
 BR0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0947!SPC GA E     -   1.00000218  x   0.99991366  =   0.99991584
 BR0947!UTM  17      -   1.00000218  x   0.99967397  =   0.99967615
 BR0947
 BR0947                          SUPERSEDED SURVEY CONTROL
 BR0947
 BR0947  NAD 83(1986)-  31 33 39.66317(N)    081 48 57.59309(W) AD(       ) 2
 BR0947  NGVD 29 (09/27/88)   15.9    (m)           52.     (f) VERT ANG       
 BR0947
 BR0947.Superseded values are not recommended for survey control.
 BR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0947.See file dsdata.txt to determine how the superseded data were derived.
 BR0947
 BR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ2255892068(NAD 83)
 BR0947_MARKER: DD = SURVEY DISK
 BR0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0947+STABILITY: SURFACE MOTION
 BR0947
 BR0947  HISTORY     - Date     Condition        Report By
 BR0947  HISTORY     - 1984     MONUMENTED       GADT
 BR0947
 BR0947                          STATION DESCRIPTION
 BR0947
 BR0947'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0947'THE STATION IS LOCATED ABOUT 8.55 KM (5.3 MI) SOUTHEAST FROM JESUP,
 BR0947'19.15 KM (11.9 MI) SOUTH-SOUTHWEST FROM LUDOWICI, AND 20.6 KM
 BR0947'(12.8 MI) EAST-SOUTHEAST FROM ODUM.  OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0947'
 BR0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0947'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0947'SOUTHERLY ALONG U.S. HIGHWAY 341 FOR 1.95 KM (1.2 MI) TO THE
 BR0947'JUNCTION OF U.S. HIGHWAY 341  CROSSING.  CONTINUE GOING SOUTHERLY
 BR0947'ALONG U.S. HIGHWAY 341 FOR 4.35 KM (2.7 MI) TO THE SECOND BRIDGE
 BR0947'OVER PENHOLLOWAY CREEK.  CONTINUE GOING SOUTHERLY ALONG U.S. HIGHWAY
 BR0947'341 FOR 1.95 KM (1.2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 273
 BR0947'TO THE LEFT.  TUTN LEFT GOING EAST ALONG COUNTY ROAD 273 FOR 0.15 KM
 BR0947'(0.1 MI) TO A RAILROAD CROSSING.  CONTINUE GOING EASTERLY ALONG
 BR0947'PAVED COUNTY ROAD 273 FOR 0.55 KM (0.35 MI) TO THE JUNCTION OF A
 BR0947'WOODS ROAD CROSSING AND THE STATION ON THE LEFT.
 BR0947'
 BR0947'THE STATION IS A STANDARD GADT DISK
 BR0947'STAMPED---151-204 1984 AZ MK---,
 BR0947'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0947'FLUSH WITH THE SURFACE OF THE GROUND.
 BR0947'IT IS LOCATED
 BR0947'11.16 METERS (36.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE
 BR0947'PAVED ROAD,
 BR0947'34.78 METERS (114.1 FT) EAST-NORTHEAST FROM A POWER POLE, AND
 BR0947'0.7 METER (2.3 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST.
 BR0947'THE UNDERGROUND STATION IS ASTANDARD GADT DISK
 BR0947'STAMPED---151-204 1984 AZ MK---,
 BR0947'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0947'
 BR0947'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0947'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0948 ***********************************************************************
 BR0948  DESIGNATION -  BV 151 205
 BR0948  PID         -  BR0948
 BR0948  STATE/COUNTY-  GA/WAYNE
 BR0948  USGS QUAD   -  JESUP EAST (1988)
 BR0948
 BR0948                         *CURRENT SURVEY CONTROL
 BR0948  ___________________________________________________________________
 BR0948* NAD 83(1994)-  31 36 06.06252(N)    081 52 14.95568(W)     ADJUSTED  
 BR0948* NAVD 88     -        27.06   (+/-2cm)      88.8    (feet)  VERTCON   
 BR0948  ___________________________________________________________________
 BR0948  X           -     768,867.897 (meters)                     COMP
 BR0948  Y           -  -5,382,694.902 (meters)                     COMP
 BR0948  Z           -   3,322,893.665 (meters)                     COMP
 BR0948  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 BR0948  ELLIP HEIGHT-          -2.51  (meters)          (09/03/97) GPS OBS
 BR0948  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 BR0948
 BR0948  HORZ ORDER  -  FIRST
 BR0948  VERT ORDER  -  THIRD (See Below)
 BR0948  ELLP ORDER  -  FOURTH    CLASS II
 BR0948
 BR0948.The horizontal coordinates were established by GPS observations
 BR0948.and adjusted by the National Geodetic Survey in September 1997..
 BR0948
 BR0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0948.The vertical order pertains to the NGVD 29 superseded value.
 BR0948
 BR0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0948
 BR0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0948
 BR0948.The ellipsoidal height was determined by GPS observations
 BR0948.and is referenced to NAD 83.
 BR0948
 BR0948.The geoid height was determined by GEOID03.
 BR0948
 BR0948;                    North         East     Units Scale Factor Converg.
 BR0948;SPC GA E     -   177,592.656   228,072.810   MT  0.99990972   +0 09 18.1
 BR0948;SPC GA E     -   582,651.91    748,268.88   sFT  0.99990972   +0 09 18.1
 BR0948;UTM  17      - 3,496,615.734   417,391.257   MT  0.99968417   -0 27 22.8
 BR0948
 BR0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0948!SPC GA E     -   1.00000039  x   0.99990972  =   0.99991011
 BR0948!UTM  17      -   1.00000039  x   0.99968417  =   0.99968456
 BR0948
 BR0948|---------------------------------------------------------------------|
 BR0948| PID    Reference Object                     Distance      Geod. Az  |
 BR0948|                                                           dddmmss.s |
 BR0948| BR0761 P 149                                12.937 METERS 04155     |
 BR0948| CS9242 BV 151 205 RM 1                      24.625 METERS 15200     |
 BR0948| BR0949 BV 151 205 AZ MK                    APPROX. 0.9 KM 3141619.4 |
 BR0948|---------------------------------------------------------------------|
 BR0948
 BR0948                          SUPERSEDED SURVEY CONTROL
 BR0948
 BR0948  NAD 83(1986)-  31 36 06.06797(N)    081 52 14.95602(W) AD(       ) 1
 BR0948  NGVD 29 (09/27/88)   27.33   (m)           89.7    (f) LEVELING    3  
 BR0948
 BR0948.Superseded values are not recommended for survey control.
 BR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0948.See file dsdata.txt to determine how the superseded data were derived.
 BR0948
 BR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1739196616(NAD 83)
 BR0948_MARKER: DD = SURVEY DISK
 BR0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0948+STABILITY: SURFACE MOTION
 BR0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0948+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 BR0948
 BR0948  HISTORY     - Date     Condition        Report By
 BR0948  HISTORY     - 1984     MONUMENTED       GADT
 BR0948  HISTORY     - 19850816 GOOD
 BR0948  HISTORY     - 20060612 GOOD             JCLS
 BR0948
 BR0948                          STATION DESCRIPTION
 BR0948
 BR0948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0948'THE STATION IS LOCATED IN JESUP.
 BR0948'
 BR0948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341,
 BR0948'AND STATE ROUTES 38 AND 27 IN JESUP, GO NORTHERLY ALONG U.S.
 BR0948'HIGHWAY 82 (STATE ROUTE 27) FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF
 BR0948'STATE ROUTE 27 ALTERNATE (RINE STREET).  TURN RIGHT GOING SOUTHERLY
 BR0948'ALONG STATE ROUTE 27 ALTERNATE FOR 1.45 KM (0.9 MI) TO THE JUNCTION
 BR0948'OF PALM STREET.  TURN LEFT GOING NORTHEASTERLY ALONG PALM STREET
 BR0948'FOR 0.25 KM (0.15 MI) TO A RAILROAD CROSSING AND THE STATION ON THE
 BR0948'LEFT.
 BR0948'
 BR0948'THE STATION IS A STANDARD GADT DISK STAMPED---151-205 1984---, SET
 BR0948'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0948'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 12.30 METERS
 BR0948'(40.2 FT) NORTHWEST FROM THE CENTERLINE OF THE STREET, 12.94 METERS
 BR0948'(42.4 FT) NORTHEAST FROM THE NORTH RAIL OF THE TRACKS, 2.7 METERS
 BR0948'(8.85 FT) NORTHEAST FROM THE CENTERLINE OF A TRACK ROAD,
 BR0948'4.3 METERS (14.2 FT) NORTHEAST FROM A FENCELINE,
 BR0948'4.9 METERS (16.2 FT) NORTHWEST FROM THE NORTHWEST END OF A 15 INCH
 BR0948'PIPE CULVERT UNDER THE STREET, AND
 BR0948'7.46 METERS (24.5 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST SET
 BR0948'AT A CABLE ACROSS THE TRACK ROAD.
 BR0948'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0948'STAMPED---151-205 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BR0948'0.82 METER BELOW THE SURFACE OF THE GROUND.
 BR0948'
 BR0948'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-205 1984
 BR0948'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0948'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0948'11.19 METERS (36.7 FT) SOUTHEAST FROM THE CENTERLINE OF THE STREET,
 BR0948'5.88 METERS (19.3 FT) NORTHEAST FROM THE RAILROAD TRACKS, AND 0.73
 BR0948'METER (2.4 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BR0948'
 BR0948'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BR0948'STAMPED---151-205 1984 AZ MK---,
 BR0948'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0948'FLUSH WITH THE SURFACE OF THE GROUND.
 BR0948'IT IS LOCATED
 BR0948'5.97 METERS (19.6 FT) NORTHWEST FROM THE CENTERLINE OF BROAD
 BR0948'STREET,
 BR0948'4.42 METERS (14.5 FT) WEST-SOUTHWEST FROM THE WEST RAIL OF THE
 BR0948'TRACKS,
 BR0948'AND 0.88 METER (2.9 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 BR0948'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0948'STAMPED---151-205 1984 AZ MK---,
 BR0948'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0948'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 82
 BR0948'(STATE ROUTE 38, 1ST STREET), AND STATE ROUTE 27 ALTERNATE (PINE ST)
 BR0948'IN JESUP, GO
 BR0948'SOUTHEAST ALONG STATE ROUTE 27 ALTERNATE FOR 0.40 KM (0.25 MI) TO
 BR0948'THE JUNCTION OF BROAD STREET TO THE LEFT AND THE RAILROAD TRACKS
 BR0948'CROSSING.  TURN LEFT GOING EAST ALONG BROAD STREET FOR 0.25 KM (0.15
 BR0948'MI) TO THE JUNCTION OF RAILROAD TRACKS CROSSING AND THE AZIMUTH MARK
 BR0948'ON THE LEFT.
 BR0948'
 BR0948'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0948'STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0948'
 BR0948'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0948'COUNTY GEORGIA 1976.  REVISED 1976.
 BR0948'
 BR0948'DESCRIBED BY P.R. MILTON.
 BR0948
 BR0948                          STATION RECOVERY (1985)
 BR0948
 BR0948'RECOVERED 1985
 BR0948'RECOVERED IN GOOD CONDITION.
 BR0948
 BR0948                          STATION RECOVERY (2006)
 BR0948
 BR0948'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 BR0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0949 ***********************************************************************
 BR0949  DESIGNATION -  BV 151 205 AZ MK
 BR0949  PID         -  BR0949
 BR0949  STATE/COUNTY-  GA/WAYNE
 BR0949  USGS QUAD   -  JESUP WEST (1988)
 BR0949
 BR0949                         *CURRENT SURVEY CONTROL
 BR0949  ___________________________________________________________________
 BR0949* NAD 83(1994)-  31 36 27.40328(N)    081 52 40.53435(W)     ADJUSTED  
 BR0949* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 BR0949  ___________________________________________________________________
 BR0949  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 BR0949  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 BR0949
 BR0949  HORZ ORDER  -  SECOND
 BR0949
 BR0949.The horizontal coordinates were established by classical geodetic methods
 BR0949.and adjusted by the National Geodetic Survey in September 1997..
 BR0949
 BR0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0949
 BR0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0949
 BR0949.The geoid height was determined by GEOID03.
 BR0949
 BR0949;                    North         East     Units Scale Factor Converg.
 BR0949;SPC GA E     -   178,248.087   227,396.860   MT  0.99990925   +0 09 04.8
 BR0949;SPC GA E     -   584,802.27    746,051.20   sFT  0.99990925   +0 09 04.8
 BR0949;UTM  17      - 3,497,278.191   416,722.490   MT  0.99968553   -0 27 36.5
 BR0949
 BR0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0949!SPC GA E     -   0.99999955  x   0.99990925  =   0.99990880
 BR0949!UTM  17      -   0.99999955  x   0.99968553  =   0.99968508
 BR0949
 BR0949                          SUPERSEDED SURVEY CONTROL
 BR0949
 BR0949  NAD 83(1986)-  31 36 27.40937(N)    081 52 40.53398(W) AD(       ) 2
 BR0949  NGVD 29 (09/27/88)   32.6    (m)          107.     (f) VERT ANG       
 BR0949
 BR0949.Superseded values are not recommended for survey control.
 BR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0949.See file dsdata.txt to determine how the superseded data were derived.
 BR0949
 BR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1672297278(NAD 83)
 BR0949_MARKER: DD = SURVEY DISK
 BR0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0949+STABILITY: SURFACE MOTION
 BR0949
 BR0949  HISTORY     - Date     Condition        Report By
 BR0949  HISTORY     - 1984     MONUMENTED       GADT
 BR0949
 BR0949                          STATION DESCRIPTION
 BR0949
 BR0949'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0949'THE STATION IS LOCATED IN JESUP.
 BR0949'
 BR0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0949'ROUTE 38, 1ST STREET), AND STATE ROUTE 27 ALTERNATE IN JESUP, GO
 BR0949'SOUTHEAST ALONG STATE ROUTE 27 ALTERNATE FOR 0.4 KM (0.25 MI) TO THE
 BR0949'JUNCTION OF BROAD STREET TO THE LEFT AND THE RAILROAD TRACKS
 BR0949'CROSSING.  TURN LEFT GOING EAST ALONG BROAD STREET FOR 0.25 KM (0.15
 BR0949'MI) TO THE JUNCTION OF RAILROAD TRACKS CROSSING AND THE STATION ON
 BR0949'THE LEFT.
 BR0949'
 BR0949'THE STATION IS A STANDARD GADT DISK
 BR0949'STAMPED---151-205 1984 AZ MK---,
 BR0949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0949'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0949'IT IS LOCATED
 BR0949'5.97 METERS (19.6 FT) NORTHWEST FROM THE CENTERLINE OF BROAD STREET,
 BR0949'4.42 METERS (14.5 FT) WEST-SOUTHWEST FROM THE WEST RAIL OF THE
 BR0949'TRACKS,
 BR0949'AND 0.88 METER (2.9 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 BR0949'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0949'STAMPED---151-205 1984 AZ MK---,
 BR0949'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0949'
 BR0949'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0949'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0950 ***********************************************************************
 BR0950  DESIGNATION -  BV 151 206
 BR0950  PID         -  BR0950
 BR0950  STATE/COUNTY-  GA/WAYNE
 BR0950  USGS QUAD   -  JESUP EAST (1988)
 BR0950
 BR0950                         *CURRENT SURVEY CONTROL
 BR0950  ___________________________________________________________________
 BR0950* NAD 83(1994)-  31 37 21.90179(N)    081 52 04.13249(W)     ADJUSTED  
 BR0950* NAVD 88     -        28.5    (meters)      94.     (feet)  VERTCON   
 BR0950  ___________________________________________________________________
 BR0950  X           -     768,977.316 (meters)                     COMP
 BR0950  Y           -  -5,381,443.708 (meters)                     COMP
 BR0950  Z           -   3,324,883.670 (meters)                     COMP
 BR0950  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 BR0950  ELLIP HEIGHT-          -1.06  (meters)          (09/03/97) GPS OBS
 BR0950  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 BR0950
 BR0950  HORZ ORDER  -  FIRST
 BR0950  ELLP ORDER  -  FOURTH    CLASS II
 BR0950
 BR0950.The horizontal coordinates were established by GPS observations
 BR0950.and adjusted by the National Geodetic Survey in September 1997..
 BR0950
 BR0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0950
 BR0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0950
 BR0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0950
 BR0950.The ellipsoidal height was determined by GPS observations
 BR0950.and is referenced to NAD 83.
 BR0950
 BR0950.The geoid height was determined by GEOID03.
 BR0950
 BR0950;                    North         East     Units Scale Factor Converg.
 BR0950;SPC GA E     -   179,929.063   228,351.707   MT  0.99990991   +0 09 24.1
 BR0950;SPC GA E     -   590,317.27    749,183.89   sFT  0.99990991   +0 09 24.1
 BR0950;UTM  17      - 3,498,948.504   417,695.007   MT  0.99968355   -0 27 18.1
 BR0950
 BR0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0950!SPC GA E     -   1.00000017  x   0.99990991  =   0.99991008
 BR0950!UTM  17      -   1.00000017  x   0.99968355  =   0.99968372
 BR0950
 BR0950:                Primary Azimuth Mark                     Grid Az
 BR0950:SPC GA E     -  BV 151 206 AZ MK                         223 03 27.3
 BR0950:UTM  17      -  BV 151 206 AZ MK                         223 40 09.5
 BR0950
 BR0950|---------------------------------------------------------------------|
 BR0950| PID    Reference Object                     Distance      Geod. Az  |
 BR0950|                                                           dddmmss.s |
 BR0950| BR0951 BV 151 206 AZ MK                    APPROX. 1.2 KM 2231251.4 |
 BR0950| CS9243 BV 151 206 RM 1                      17.522 METERS 29729     |
 BR0950|---------------------------------------------------------------------|
 BR0950
 BR0950                          SUPERSEDED SURVEY CONTROL
 BR0950
 BR0950  NAD 83(1986)-  31 37 21.90551(N)    081 52 04.13230(W) AD(       ) 1
 BR0950  NGVD 29 (09/27/88)   28.8    (m)           94.     (f) GPS OBS        
 BR0950
 BR0950.Superseded values are not recommended for survey control.
 BR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0950.See file dsdata.txt to determine how the superseded data were derived.
 BR0950
 BR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1769598949(NAD 83)
 BR0950_MARKER: DD = SURVEY DISK
 BR0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0950+STABILITY: SURFACE MOTION
 BR0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0950+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1985
 BR0950
 BR0950  HISTORY     - Date     Condition        Report By
 BR0950  HISTORY     - 1984     MONUMENTED       GADT
 BR0950  HISTORY     - 19850819 GOOD
 BR0950
 BR0950                          STATION DESCRIPTION
 BR0950
 BR0950'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0950'THE STATION IS LOCATED IN JESUP.
 BR0950'OWNERSHIP--STATE RIGHT OF WAY.
 BR0950'
 BR0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341,
 BR0950'AND STATE ROUTES 38 AND 27 IN JESUP, GO NORTHERLY ALONG U.S.
 BR0950'HIGHWAY 82 FOR 0.5 KM (0.3 MI) TO AN OVERHEAD BRIDGE FOR A RAILROAD
 BR0950'CROSSING.  CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 82 FOR 0.65
 BR0950'KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 BR0950'NORTHERLY ALONG U.S. HIGHWAY 82 FOR 1.2 KM (0.75 MI) TO THE STATION
 BR0950'ON THE RIGHT.
 BR0950'
 BR0950'THE STATION IS A STANDARD GADT DISK STAMPED---151-206 1984---, SET
 BR0950'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0950'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 31.58 METERS
 BR0950'(103.6 FT) SOUTHWEST FROM THE SOUTHERN MOST END FROM THE WEST END
 BR0950'OF A BRIDGE OVER U.S. HIGHWAY 301, 9.66 METERS (31.7 FT) SOUTHEAST
 BR0950'FROM THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, AND
 BR0950'3.38 METERS (11.1 FT) EAST FROM A METAL WITNESS POST SET AT A GUARD
 BR0950'RAIL.  THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0950'STAMPED---151-206 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BR0950'0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0950'
 BR0950'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-206 1984
 BR0950'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0950'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0950'8.05 METERS (26.4 FT) NORTHWEST FROM THE CENTERLINE OF THE NORTH
 BR0950'BOUND LANE OF U.S. HIGHWAY 82, 44.5 METERS (146 FT) SOUTHWEST FROM
 BR0950'THE NORTHERN MOST END OF A BRIDGE AND ON THE WEST SIDE OF U.S.
 BR0950'HIGHWAY 82 WHEN BY PASSING U.S. HIGHWAY 301, AND 3.38 METERS (11.1
 BR0950'FT) NORTH FROM A METAL WITNESS POST SET AT A GUARD RAIL.
 BR0950'
 BR0950'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-206 1984
 BR0950'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0950'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0950'11.92 METERS (39.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 BR0950'HIGHWAY, 23.13 METERS (75.9 FT) WEST-SOUTHWEST FROM A DROP INLET,
 BR0950'AND 0.76 METER (2.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 BR0950'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0950'STAMPED---151-206 1984 AZ MK---, SET IN AN IRREGULAR MASS OF
 BR0950'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0950'
 BR0950'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0950'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0950'
 BR0950'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0950'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0950'
 BR0950'DESCRIBED BY P.R. MILTON.
 BR0950
 BR0950                          STATION RECOVERY (1985)
 BR0950
 BR0950'RECOVERED 1985
 BR0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0951 ***********************************************************************
 BR0951  DESIGNATION -  BV 151 206 AZ MK
 BR0951  PID         -  BR0951
 BR0951  STATE/COUNTY-  GA/WAYNE
 BR0951  USGS QUAD   -  JESUP WEST (1988)
 BR0951
 BR0951                         *CURRENT SURVEY CONTROL
 BR0951  ___________________________________________________________________
 BR0951* NAD 83(1994)-  31 36 53.12087(N)    081 52 35.72985(W)     ADJUSTED  
 BR0951* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 BR0951  ___________________________________________________________________
 BR0951  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 BR0951  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 BR0951
 BR0951  HORZ ORDER  -  SECOND
 BR0951
 BR0951.The horizontal coordinates were established by classical geodetic methods
 BR0951.and adjusted by the National Geodetic Survey in September 1997..
 BR0951.No horizontal observational check was made to the station.
 BR0951
 BR0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0951
 BR0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0951
 BR0951.The geoid height was determined by GEOID03.
 BR0951
 BR0951;                    North         East     Units Scale Factor Converg.
 BR0951;SPC GA E     -   179,040.449   227,521.390   MT  0.99990934   +0 09 07.4
 BR0951;SPC GA E     -   587,401.87    746,459.76   sFT  0.99990934   +0 09 07.4
 BR0951;UTM  17      - 3,498,069.002   416,855.440   MT  0.99968526   -0 27 34.3
 BR0951
 BR0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0951!SPC GA E     -   1.00000092  x   0.99990934  =   0.99991026
 BR0951!UTM  17      -   1.00000092  x   0.99968526  =   0.99968618
 BR0951
 BR0951                          SUPERSEDED SURVEY CONTROL
 BR0951
 BR0951  NAD 83(1986)-  31 36 53.12540(N)    081 52 35.73068(W) AD(       ) 2
 BR0951  NGVD 29 (09/27/88)   23.8    (m)           78.     (f) VERT ANG       
 BR0951
 BR0951.Superseded values are not recommended for survey control.
 BR0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0951.See file dsdata.txt to determine how the superseded data were derived.
 BR0951
 BR0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1685598069(NAD 83)
 BR0951_MARKER: DD = SURVEY DISK
 BR0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0951+STABILITY: SURFACE MOTION
 BR0951
 BR0951  HISTORY     - Date     Condition        Report By
 BR0951  HISTORY     - 1984     MONUMENTED       GADT
 BR0951
 BR0951                          STATION DESCRIPTION
 BR0951
 BR0951'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0951'THE STATION IS LOCATED IN JESUP.  OWNERSHIP--STATE RIGHT OF WAY.
 BR0951'
 BR0951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 341, AND
 BR0951'STATE ROUTES 38 AND 27 IN JESUP, GO NORTHERLY ALONG U.S. HIGHWAY 82
 BR0951'FOR 0.5 KM (0.3 MI) TO AN OVERHEAD BRIDGE FOR A RAILROAD CROSSING.
 BR0951'CONTINUE GOING NORTHERLY ALONG U.S. HIGHWAY 82 FOR 0.65 KM (0.4 MI)
 BR0951'TO THE STATION ON THE RIGHT.
 BR0951'
 BR0951'THE STATION IS A STANDARD GADT DISK
 BR0951'STAMPED---151-206 1984 AZ MK---,
 BR0951'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0951'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0951'IT IS LOCATED
 BR0951'11.92 METERS (39.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0951'23.13 METERS (75.9 FT) WEST-SOUTHWEST FROM A DROP INLET, AND
 BR0951'0.76 METER (2.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 BR0951'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0951'STAMPED---151-206 1984 AZ MK---,
 BR0951'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0951'
 BR0951'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0951'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0952 ***********************************************************************
 BR0952  DESIGNATION -  BV 151 207
 BR0952  PID         -  BR0952
 BR0952  STATE/COUNTY-  GA/WAYNE
 BR0952  USGS QUAD   -  JESUP NW (1988)
 BR0952
 BR0952                         *CURRENT SURVEY CONTROL
 BR0952  ___________________________________________________________________
 BR0952* NAD 83(1994)-  31 41 46.55678(N)    081 59 23.50362(W)     ADJUSTED  
 BR0952* NAVD 88     -        40.96   (+/-2cm)     134.4    (feet)  VERTCON   
 BR0952  ___________________________________________________________________
 BR0952  X           -     756,917.713 (meters)                     COMP
 BR0952  Y           -  -5,378,843.543 (meters)                     COMP
 BR0952  Z           -   3,331,828.716 (meters)                     COMP
 BR0952  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 BR0952  ELLIP HEIGHT-          11.67  (meters)          (09/03/97) GPS OBS
 BR0952  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 BR0952
 BR0952  HORZ ORDER  -  FIRST
 BR0952  VERT ORDER  -  THIRD (See Below)
 BR0952  ELLP ORDER  -  FOURTH    CLASS II
 BR0952
 BR0952.The horizontal coordinates were established by GPS observations
 BR0952.and adjusted by the National Geodetic Survey in September 1997..
 BR0952
 BR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0952.The vertical order pertains to the NGVD 29 superseded value.
 BR0952
 BR0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0952
 BR0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0952
 BR0952.The ellipsoidal height was determined by GPS observations
 BR0952.and is referenced to NAD 83.
 BR0952
 BR0952.The geoid height was determined by GEOID03.
 BR0952
 BR0952;                    North         East     Units Scale Factor Converg.
 BR0952;SPC GA E     -   188,054.504   216,759.993   MT  0.99990346   +0 05 34.4
 BR0952;SPC GA E     -   616,975.49    711,153.41   sFT  0.99990346   +0 05 34.4
 BR0952;UTM  17      - 3,507,195.632   406,193.222   MT  0.99970853   -0 31 12.5
 BR0952
 BR0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0952!SPC GA E     -   0.99999817  x   0.99990346  =   0.99990163
 BR0952!UTM  17      -   0.99999817  x   0.99970853  =   0.99970670
 BR0952
 BR0952:                Primary Azimuth Mark                     Grid Az
 BR0952:SPC GA E     -  BV 151 207 AZ MK                         089 39 35.3
 BR0952:UTM  17      -  BV 151 207 AZ MK                         090 16 22.2
 BR0952
 BR0952|---------------------------------------------------------------------|
 BR0952| PID    Reference Object                     Distance      Geod. Az  |
 BR0952|                                                           dddmmss.s |
 BR0952| BR0953 BV 151 207 AZ MK                    APPROX. 0.7 KM 0894509.7 |
 BR0952| CS9244 BV 151 207 RM 1                      20.602 METERS 22750     |
 BR0952|---------------------------------------------------------------------|
 BR0952
 BR0952                          SUPERSEDED SURVEY CONTROL
 BR0952
 BR0952  NAD 83(1986)-  31 41 46.55826(N)    081 59 23.50637(W) AD(       ) 1
 BR0952  NGVD 29 (09/27/88)   41.22   (m)          135.2    (f) LEVELING    3  
 BR0952
 BR0952.Superseded values are not recommended for survey control.
 BR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0952.See file dsdata.txt to determine how the superseded data were derived.
 BR0952
 BR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0619307196(NAD 83)
 BR0952_MARKER: DD = SURVEY DISK
 BR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0952+STABILITY: SURFACE MOTION
 BR0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0952+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1985
 BR0952
 BR0952  HISTORY     - Date     Condition        Report By
 BR0952  HISTORY     - 1984     MONUMENTED       GADT
 BR0952  HISTORY     - 19850826 GOOD
 BR0952
 BR0952                          STATION DESCRIPTION
 BR0952
 BR0952'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0952'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) NORTHEAST FROM ODUM,
 BR0952'14.17 KM (8.8 MI) NORTHWEST FROM JESUP, AND 24 KM (14.9 MI) WEST
 BR0952'FROM LUDOWICI.
 BR0952'OWNERSHIP--FORD ANDERSON.
 BR0952'
 BR0952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BR0952'ROUTE 27) AND CHURCH STREET AT THE CAUTION LIGHT IN ODUM, GO
 BR0952'SOUTHEAST ALONG U.S. HIGHWAY 341 (STATE ROUTE 27) FOR 0.15 KM (0.1
 BR0952'MI) TO THE JUNCTION OF PAVED COUNTY ROAD 116 TO THE RIGHT AND
 BR0952'TILMAN STREET (CALLED IN THE CITY MAP ALMOND STREET) TO THE LEFT.
 BR0952'TURN LEFT GOING NORTH ALONG TILMAN STREET FOR 0.25 KM (0.15 MI) TO
 BR0952'ITS TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91922 (WALTER
 BR0952'GRIFFIS ROAD) CROSSING.  TURN RIGHT GOING NORTHEAST ALONG WALTER
 BR0952'GRIFFIS ROAD FOR 2 KM (1.25 MI) TO THE JUNCTION OF TANK ROAD
 BR0952'CROSSING.  CONTINUE GOING NORTHEAST ALONG WALTER GRIFFIS ROAD FOR
 BR0952'1.95 KM (1.2 MI) TO A NARROW BRIDGE OVER GOOSE CREEK.  CONTINUE
 BR0952'GOING NORTHEAST ALONG WALTER GRIFFIS ROAD FOR 0.8 KM (0.5 MI) TO
 BR0952'THE JUNCTION OF DIRT COUNTY ROAD 89 REVERSE FORKING TO THE LEFT AND
 BR0952'THE STATION ON THE LEFT.
 BR0952'
 BR0952'THE STATION IS A STANDARD GADT DISK STAMPED---151-207 1984---, SET
 BR0952'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0952'RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0952'5.9 METERS (19.3 FT) SOUTH FROM THE CENTERLINE OF THE DIRT ROAD,
 BR0952'18.3 METERS (60 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF WALTER
 BR0952'GRIFFIS ROAD, 5.33 METERS (17.5 FT) NORTH FROM AN UNDERGROUND
 BR0952'TELEPHONE CABLE PEDESTAL, 0.8 METER (2.6 FT) SOUTHEAST FROM A METAL
 BR0952'WITNESS POST, AND 0.7 METER (2.3 FT) WEST FROM ANOTHER METAL
 BR0952'WITNESS POST.  THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0952'STAMPED---151-207 1984---, SET IN AN IRREGULAR MASS OF CONCRETE
 BR0952'0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0952'
 BR0952'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-207 1984
 BR0952'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0952'DIAMETER AND RECESSED 10.16 CM BELOW THE SURFACE.  IT IS LOCATED
 BR0952'13.00 METERS (42.7 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR0952'18.0 METERS (59 FT) SOUTHWEST FROM THE UNDERGROUND TELEPHONE CABLE
 BR0952'PEDESTAL, AND 0.75 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 BR0952'
 BR0952'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-207 1984
 BR0952'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0952'DIAMETER AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0952'IT IS LOCATED
 BR0952'7.94 METERS (26 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0952'19.4 METERS (63.5 FT) NORTHEAST FROM THE POINT OF INTERSECTION OF
 BR0952'THE CENTERLINES OF COUNTY ROAD 90 AND WALTER GRIFFIS ROAD,
 BR0952'11.7 METERS (38.4 FT) EAST FROM A POWER POLE WITH A TRANSFORMER,
 BR0952'5.1 METERS (16.7 FT) EAST-SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0952'CABLE PEDESTAL, AND
 BR0952'4.9 METERS (16 FT) SOUTH FROM A METAL WITNESS POST SET AT A
 BR0952'FENCELINE.  THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0952'STAMPED---151-207 1984 AZ MK---, SET IN AN IRREGULAR MASS OF
 BR0952'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.  TO REACH THE
 BR0952'AZIMUTH MARK FROM THE STATION, GO WEST ALONG WALTER GRIFFIS ROAD
 BR0952'FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF COUNTY ROAD 90 AND THE
 BR0952'STATION ON THE LEFT.
 BR0952'
 BR0952'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0952'STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0952'
 BR0952'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0952'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0952'
 BR0952'DESCRIBED BY T.B. KNIGHT.
 BR0952
 BR0952                          STATION RECOVERY (1985)
 BR0952
 BR0952'RECOVERED 1985
 BR0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0953 ***********************************************************************
 BR0953  DESIGNATION -  BV 151 207 AZ MK
 BR0953  PID         -  BR0953
 BR0953  STATE/COUNTY-  GA/WAYNE
 BR0953  USGS QUAD   -  JESUP NW (1988)
 BR0953
 BR0953                         *CURRENT SURVEY CONTROL
 BR0953  ___________________________________________________________________
 BR0953* NAD 83(1994)-  31 41 46.65712(N)    081 58 56.09367(W)     ADJUSTED  
 BR0953* NAVD 88     -        45.70   (+/-2cm)     149.9    (feet)  VERTCON   
 BR0953  ___________________________________________________________________
 BR0953  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 BR0953  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 BR0953
 BR0953  HORZ ORDER  -  SECOND
 BR0953  VERT ORDER  -  THIRD (See Below)
 BR0953
 BR0953.The horizontal coordinates were established by classical geodetic methods
 BR0953.and adjusted by the National Geodetic Survey in September 1997..
 BR0953
 BR0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0953.The vertical order pertains to the NGVD 29 superseded value.
 BR0953
 BR0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0953
 BR0953.The geoid height was determined by GEOID03.
 BR0953
 BR0953;                    North         East     Units Scale Factor Converg.
 BR0953;SPC GA E     -   188,058.789   217,481.738   MT  0.99990377   +0 05 48.8
 BR0953;SPC GA E     -   616,989.54    713,521.34   sFT  0.99990377   +0 05 48.8
 BR0953;UTM  17      - 3,507,192.197   406,914.830   MT  0.99970686   -0 30 58.1
 BR0953
 BR0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0953!SPC GA E     -   0.99999742  x   0.99990377  =   0.99990119
 BR0953!UTM  17      -   0.99999742  x   0.99970686  =   0.99970428
 BR0953
 BR0953                          SUPERSEDED SURVEY CONTROL
 BR0953
 BR0953  NAD 83(1986)-  31 41 46.65792(N)    081 58 56.09643(W) AD(       ) 2
 BR0953  NGVD 29 (09/27/88)   45.96   (m)          150.8    (f) LEVELING    3  
 BR0953
 BR0953.Superseded values are not recommended for survey control.
 BR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0953.See file dsdata.txt to determine how the superseded data were derived.
 BR0953
 BR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0691507192(NAD 83)
 BR0953_MARKER: DD = SURVEY DISK
 BR0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0953+STABILITY: SURFACE MOTION
 BR0953
 BR0953  HISTORY     - Date     Condition        Report By
 BR0953  HISTORY     - 1984     MONUMENTED       GADT
 BR0953
 BR0953                          STATION DESCRIPTION
 BR0953
 BR0953'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0953'THE STATION IS LOCATED ABOUT 4.85 KM (3 MI) NORTHEAST FROM ODUM,
 BR0953'14.7 KM (8.8 MI) NORTHWEST FROM JESUP, AND 24 KM (14.9 MI) WEST
 BR0953'FROM LUDOWICI.  OWNERSHIP--FORD ANDERSON.
 BR0953'
 BR0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BR0953'ROUTE 27) AND CHURCH STREET AT THE CAUTION LIGHT IN ODUM, GO
 BR0953'SOUTHEAST ALONG U.S. HIGWAY 341 (STATE ROUTE 27) FOR 0.15 KM (0.1
 BR0953'MI) TO THE JUNCTION OF PAVED COUNTY FOAD 116 TOTHE RIGHT AND TILMAN
 BR0953'STREET (CALLED IN THE CITY MAP ALMOND STREET) TO THE LEFT.  TURN LEFT
 BR0953'GOING NORTH ALONG TILMAN STREET FOR 0.25 KM (0.15 MI) TO ITS
 BR0953'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 91922 (WALTER
 BR0953'GRIFFIS ROAD) CROSSING.  TURN RIGHT GOING NORTHEAST ALONG WALTER
 BR0953'GRIFFIS ROAD FOR 2 KM (1.25 MI) TO THE JUNCTION OF TANK ROAD
 BR0953'CROSSING.  CONTINUE GOING NORTHEAST ALONG WALTER GRIFFIS ROAD FOR
 BR0953'1.95 KM (1.2 MI) TO A NARROW BRIDGE OVER GOOSE CREEK.  CONTINUE
 BR0953'GOING NORTHEAST ALONG WALTER GRIFFIS ROAD FOR 0.8 KM (0.5 MI) TO THE
 BR0953'JUNCTION OF DIRT COUNTY ROAD 89 REVERSE FORKING TO THE LEFT.
 BR0953'CONTINUE GOING WEST ALONG GRIFFIS ROAD FOR 0.9 KM (0.55 MI) TO THE
 BR0953'JUCTION OF COUNTY ROAD 90 AND THE STATION ON THE LEFT.
 BR0953'
 BR0953'THE STATION IS A STANDARD GADT DISK
 BR0953'STAMPED---151-207 1984 AZ MK---,
 BR0953'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER AND
 BR0953'RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BR0953'IT IS LOCATED
 BR0953'7.94 METERS (26 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0953'19.4 METERS (63.5 FT) NORTHEAST FROM THE POINT OF ITERSECTION OF THE
 BR0953'CENTERLINES OF COUNTY ROAD 90 AND WALTER GRIFFIS ROAD,
 BR0953'11.7 METERS (38.4 FT) EAST FROM A POWER POLE WITH A TRANSFORMER,
 BR0953'5.1 METERS (16.7 FT) EAST-SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0953'CABLE PEDESTAL, AND
 BR0953'4.9 METERS (16 FT) SOUTH FROM A METAL WITNESS POST SET AT A
 BR0953'FENCELINE.
 BR0953'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0953'STAMPED---151-207 1984 AZ MK---,
 BR0953'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0953'
 BR0953'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0953'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0954 ***********************************************************************
 BR0954  DESIGNATION -  BV 151 208
 BR0954  PID         -  BR0954
 BR0954  STATE/COUNTY-  GA/WAYNE
 BR0954  USGS QUAD   -  JESUP NW (1988)
 BR0954
 BR0954                         *CURRENT SURVEY CONTROL
 BR0954  ___________________________________________________________________
 BR0954* NAD 83(1994)-  31 41 51.66786(N)    081 57 04.96274(W)     ADJUSTED  
 BR0954* NAVD 88     -        44.2    (meters)     145.     (feet)  VERTCON   
 BR0954  ___________________________________________________________________
 BR0954  X           -     760,519.109 (meters)                     COMP
 BR0954  Y           -  -5,378,254.621 (meters)                     COMP
 BR0954  Z           -   3,331,964.272 (meters)                     COMP
 BR0954  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 BR0954  ELLIP HEIGHT-          14.74  (meters)          (09/03/97) GPS OBS
 BR0954  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 BR0954
 BR0954  HORZ ORDER  -  FIRST
 BR0954  ELLP ORDER  -  FOURTH    CLASS II
 BR0954
 BR0954.The horizontal coordinates were established by GPS observations
 BR0954.and adjusted by the National Geodetic Survey in September 1997..
 BR0954
 BR0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0954
 BR0954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0954
 BR0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0954
 BR0954.The ellipsoidal height was determined by GPS observations
 BR0954.and is referenced to NAD 83.
 BR0954
 BR0954.The geoid height was determined by GEOID03.
 BR0954
 BR0954;                    North         East     Units Scale Factor Converg.
 BR0954;SPC GA E     -   188,218.470   220,407.698   MT  0.99990513   +0 06 47.2
 BR0954;SPC GA E     -   617,513.43    723,120.92   sFT  0.99990513   +0 06 47.2
 BR0954;UTM  17      - 3,507,320.537   409,841.743   MT  0.99970025   -0 29 59.7
 BR0954
 BR0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0954!SPC GA E     -   0.99999769  x   0.99990513  =   0.99990282
 BR0954!UTM  17      -   0.99999769  x   0.99970025  =   0.99969794
 BR0954
 BR0954:                Primary Azimuth Mark                     Grid Az
 BR0954:SPC GA E     -  BV 151 208 AZ MK                         145 54 46.3
 BR0954:UTM  17      -  BV 151 208 AZ MK                         146 31 33.2
 BR0954
 BR0954|---------------------------------------------------------------------|
 BR0954| PID    Reference Object                     Distance      Geod. Az  |
 BR0954|                                                           dddmmss.s |
 BR0954| BR0955 BV 151 208 AZ MK                    APPROX. 0.5 KM 1460133.5 |
 BR0954| CR7899 BV 151 208 RM 1                      27.048 METERS 24847     |
 BR0954|---------------------------------------------------------------------|
 BR0954
 BR0954                          SUPERSEDED SURVEY CONTROL
 BR0954
 BR0954  NAD 83(1986)-  31 41 51.67067(N)    081 57 04.96574(W) AD(       ) 1
 BR0954  NGVD 29 (09/27/88)   44.5    (m)          146.     (f) GPS OBS        
 BR0954
 BR0954.Superseded values are not recommended for survey control.
 BR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0954.See file dsdata.txt to determine how the superseded data were derived.
 BR0954
 BR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0984207321(NAD 83)
 BR0954_MARKER: DD = SURVEY DISK
 BR0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0954+STABILITY: SURFACE MOTION
 BR0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0954+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1985
 BR0954
 BR0954  HISTORY     - Date     Condition        Report By
 BR0954  HISTORY     - 1984     MONUMENTED       GADT
 BR0954  HISTORY     - 19851009 GOOD
 BR0954
 BR0954                          STATION DESCRIPTION
 BR0954
 BR0954'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0954'THE STATION IS LOCATED ABOUT 11.75 KM (7.3 MI) NORTHWEST FROM
 BR0954'JESUP, 20.1 KM (12.5 MI) WEST FROM LUDOWICI, AND 8.05 KM (5 MI)
 BR0954'EAST-NORTHEAST FROM ODUM.
 BR0954'OWNERSHIP--STATE RIGHT OF WAY.
 BR0954'
 BR0954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0954'ROUTE 38), AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0954'WEST-NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0954'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0954'NORTHWEST ALONG STATE ROUTE 169 FOR 0.7 KM (0.45 MI) TO THE
 BR0954'SOUTHERN RAILROAD TRACKS CROSSING.  CONTINUE GOING NORTHERLY ALONG
 BR0954'STATE ROUTE 169 FOR 6.1 KM (3.8 MI) TO THE JUNCTION OF PAVED COUNTY
 BR0954'ROAD 31 TO THE RIGHT, JUST AFTER CROSSING A BRIDGE OVER GOOSE
 BR0954'CREEK.  CONTINUE GOING NORTHERLY ALONG STATE ROUTE 169 FOR 2.9 KM
 BR0954'(1.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 107 TO THE LEFT.
 BR0954'CONTINUE GOING NORTHERLY ALONG STATE ROUTE 169 FOR 0.8 KM (0.5 MI)
 BR0954'TO THE AZIMUTH MARK ON THE LEFT AT THE JUNCTION OF A FIELD ENTRANCE
 BR0954'ROAD TO THE LEFT.  CONTINUE NORTHERLY ALONG STATE ROUTE 169 FOR
 BR0954'0.4 KM (0.25 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 91922 TO THE
 BR0954'LEFT.  CONTINUE GOING NORTHERLY ALONG STATE ROUTE 169 FOR 0.15 KM
 BR0954'(0.1 MI) TO THE STATION ON THE RIGHT.
 BR0954'
 BR0954'THE STATION IS A STANDARD GADT DISK STAMPED---151-208 1984---, SET
 BR0954'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0954'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 12.2 METERS
 BR0954'(40.00FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 4.2 METERS
 BR0954'(13.2 FT) WEST FROM A POWER POLE, 1.78 METERS (5.8 FT)
 BR0954'NORTH-NORTHWEST FROM A GUY WIRE ANCHOR PIN, 29.58 METERS (97 FT)
 BR0954'SOUTHEAST FROM A FENCE CORNER ON THE WEST SIDE OF THE HIGHWAY, AND
 BR0954'0.8 METER (2.6 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.  THE
 BR0954'UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---151-208
 BR0954'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0954'SURFACE OF THE GROUND.
 BR0954'
 BR0954'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-208 1984
 BR0954'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0954'DIAMETER AND RECESSED 10.16 CM BELOW THE SURFACE.  IT IS LOCATED
 BR0954'14.18 METERS (46.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE ROAD,
 BR0954'4.12 METERS (13.5 FT) SOUTHEAST FROM THE FENCE CORNER,
 BR0954'AND 1.4 METERS (3.4 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0954'
 BR0954'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-208 1984
 BR0954'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0954'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0954'IT IS LOCATED
 BR0954'12.5 METERS (41 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0954'5.2 METERS (17 FT) WEST FROM THE NORTHWEST END OF AN 18 INCH
 BR0954'CONCRETE PIPE UNDER A FIELD ROAD TO THE SOUTH,
 BR0954'2.9 METERS (9.5 FT) WEST-NORTHWEST FROM A 15 INCH PINE TREE, AND
 BR0954'0.5 METER (1.7 FT) NORTH FROM A METAL WITNESS POST.
 BR0954'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BR0954'STAMPED---151-208 1984 AZ MK---,
 BR0954'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BEWLOW THE SURFACE
 BR0954'OF THE GROUND.
 BR0954'
 BR0954'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0954'
 BR0954'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0954'
 BR0954'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0954'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0954'
 BR0954'DESCRIBED BY T.B. KNIGHT.
 BR0954
 BR0954                          STATION RECOVERY (1985)
 BR0954
 BR0954'RECOVERED 1985
 BR0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0955 ***********************************************************************
 BR0955  DESIGNATION -  BV 151 208 AZ MK
 BR0955  PID         -  BR0955
 BR0955  STATE/COUNTY-  GA/WAYNE
 BR0955  USGS QUAD   -  JESUP NW (1988)
 BR0955
 BR0955                         *CURRENT SURVEY CONTROL
 BR0955  ___________________________________________________________________
 BR0955* NAD 83(1994)-  31 41 37.36134(N)    081 56 53.68775(W)     ADJUSTED  
 BR0955* NAVD 88     -        43.7    (meters)     143.     (feet)  VERTCON   
 BR0955  ___________________________________________________________________
 BR0955  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 BR0955  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 BR0955
 BR0955  HORZ ORDER  -  SECOND
 BR0955
 BR0955.The horizontal coordinates were established by classical geodetic methods
 BR0955.and adjusted by the National Geodetic Survey in September 1997..
 BR0955.No horizontal observational check was made to the station.
 BR0955
 BR0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0955
 BR0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0955
 BR0955.The geoid height was determined by GEOID03.
 BR0955
 BR0955;                    North         East     Units Scale Factor Converg.
 BR0955;SPC GA E     -   187,778.456   220,705.465   MT  0.99990529   +0 06 53.1
 BR0955;SPC GA E     -   616,069.82    724,097.85   sFT  0.99990529   +0 06 53.1
 BR0955;UTM  17      - 3,506,877.454   410,134.725   MT  0.99969960   -0 29 53.6
 BR0955
 BR0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0955!SPC GA E     -   0.99999775  x   0.99990529  =   0.99990304
 BR0955!UTM  17      -   0.99999775  x   0.99969960  =   0.99969735
 BR0955
 BR0955                          SUPERSEDED SURVEY CONTROL
 BR0955
 BR0955  NAD 83(1986)-  31 41 37.36387(N)    081 56 53.69125(W) AD(       ) 2
 BR0955  NGVD 29 (09/27/88)   43.9    (m)          144.     (f) VERT ANG       
 BR0955
 BR0955.Superseded values are not recommended for survey control.
 BR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0955.See file dsdata.txt to determine how the superseded data were derived.
 BR0955
 BR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1013506877(NAD 83)
 BR0955_MARKER: DD = SURVEY DISK
 BR0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0955+STABILITY: SURFACE MOTION
 BR0955
 BR0955  HISTORY     - Date     Condition        Report By
 BR0955  HISTORY     - 1984     MONUMENTED       GADT
 BR0955
 BR0955                          STATION DESCRIPTION
 BR0955
 BR0955'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0955'THE STATION IS LOCATED ABOUT 11.75 KM (7.3 MI) NORTHWEST FROM JESUP,
 BR0955'20.1 KM (12.5 MI) WEST FROM LUDOWICI, AND 8.05 KM (5 MI)
 BR0955'EAST-NORTHEAST FROM ODUM.  OWNERSHIP--STATE RIGHT OF WAY.
 BR0955'
 BR0955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0955'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0955'WEST-NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0955'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0955'NORTHWEST ALONG STATE ROUTE 169 FOR 0.7 KM (0.45 MI) TO THE SOUTHERN
 BR0955'RAILROAD TRACKS CROSSING.  CONTINUE GOING NORTHERLY ALONG STATE
 BR0955'ROUTE 169 FOR 6.1 KM (3.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 BR0955'31 TO THE RIGHT, JUST AFTER CROSSING A BRIDGE OVER GOOSE CREEK.
 BR0955'CONTINUE GOING NORTHERLY ALONG STATE ROUTE 169 FOR 2.9 KM (1.8 MI)
 BR0955'TO THE JUNCTION OF PAVED COUNTY ROAD 107 TO THE LEFT.  CONTINUE
 BR0955'GOING NORTHERLY ALONG STATE ROUTE 169 FOR 0.8 KM (0.5 MI) TO THE
 BR0955'STATION ON THE LEFT AT THE JUNCTION OF A FIELD ENTRANCE ROAD TO THE
 BR0955'LEFT.
 BR0955'
 BR0955'THE STATION IS A STANDARD GADT DISK
 BR0955'STAMPED---151-208 1984 AZ MK---,
 BR0955'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0955'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0955'IT IS LOCATED
 BR0955'12.5 METERS (41 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0955'5.2 METERS (17 FT) WEST FROM THE NORTHWEST END OF AN 18 INCH
 BR0955'CONCRETE PIPE UNDER A FIELD ROAD TO THE SOUTH,
 BR0955'2.9 METERS (9.5 FT) WEST-NORTHWEST FROM A 15 INCH PINE TREE,
 BR0955'AND 0.5 METER (1.7 FT) NORTH FROM A METAL WITNESS POST.
 BR0955'THE UNDERGROUN STATION IS A STANDARD GADT DISK
 BR0955'STAMPED---151-208 1984 AZ MK---,
 BR0955'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0955'
 BR0955'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0955'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0956 ***********************************************************************
 BR0956  DESIGNATION -  BV 151 209
 BR0956  PID         -  BR0956
 BR0956  STATE/COUNTY-  GA/WAYNE
 BR0956  USGS QUAD   -  JESUP NW (1988)
 BR0956
 BR0956                         *CURRENT SURVEY CONTROL
 BR0956  ___________________________________________________________________
 BR0956* NAD 83(1994)-  31 39 25.62835(N)    081 53 27.61577(W)     ADJUSTED  
 BR0956* NAVD 88     -        33.4    (meters)     110.     (feet)  VERTCON   
 BR0956  ___________________________________________________________________
 BR0956  X           -     766,517.793 (meters)                     COMP
 BR0956  Y           -  -5,379,779.622 (meters)                     COMP
 BR0956  Z           -   3,328,130.649 (meters)                     COMP
 BR0956  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 BR0956  ELLIP HEIGHT-           3.92  (meters)          (09/03/97) GPS OBS
 BR0956  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 BR0956
 BR0956  HORZ ORDER  -  FIRST
 BR0956  ELLP ORDER  -  FOURTH    CLASS II
 BR0956
 BR0956.The horizontal coordinates were established by GPS observations
 BR0956.and adjusted by the National Geodetic Survey in September 1997..
 BR0956
 BR0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0956
 BR0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0956
 BR0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0956
 BR0956.The ellipsoidal height was determined by GPS observations
 BR0956.and is referenced to NAD 83.
 BR0956
 BR0956.The geoid height was determined by GEOID03.
 BR0956
 BR0956;                    North         East     Units Scale Factor Converg.
 BR0956;SPC GA E     -   183,733.715   226,142.096   MT  0.99990843   +0 08 40.8
 BR0956;SPC GA E     -   602,799.70    741,934.53   sFT  0.99990843   +0 08 40.8
 BR0956;UTM  17      - 3,502,775.686   415,526.647   MT  0.99968801   -0 28 03.6
 BR0956
 BR0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0956!SPC GA E     -   0.99999938  x   0.99990843  =   0.99990781
 BR0956!UTM  17      -   0.99999938  x   0.99968801  =   0.99968739
 BR0956
 BR0956|---------------------------------------------------------------------|
 BR0956| PID    Reference Object                     Distance      Geod. Az  |
 BR0956|                                                           dddmmss.s |
 BR0956| CR7900 BV 151 209 RM 1                      19.039 METERS 11215     |
 BR0956| BR0957 BV 151 209 AZ MK                    APPROX. 1.0 KM 2014554.7 |
 BR0956|---------------------------------------------------------------------|
 BR0956
 BR0956                          SUPERSEDED SURVEY CONTROL
 BR0956
 BR0956  NAD 83(1986)-  31 39 25.63087(N)    081 53 27.61652(W) AD(       ) 1
 BR0956  NGVD 29 (09/27/88)   33.7    (m)          111.     (f) GPS OBS        
 BR0956
 BR0956.Superseded values are not recommended for survey control.
 BR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0956.See file dsdata.txt to determine how the superseded data were derived.
 BR0956
 BR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1552702776(NAD 83)
 BR0956_MARKER: DD = SURVEY DISK
 BR0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0956+STABILITY: SURFACE MOTION
 BR0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0956+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1985
 BR0956
 BR0956  HISTORY     - Date     Condition        Report By
 BR0956  HISTORY     - 1984     MONUMENTED       GADT
 BR0956  HISTORY     - 19850819 GOOD
 BR0956
 BR0956                          STATION DESCRIPTION
 BR0956
 BR0956'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0956'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) NORTH FROM JESUP,
 BR0956'12.9 KM (8 MI) EAST FROM ODUM, AND 15.8 KM (9.8 MI) WEST-SOUTHWEST
 BR0956'FROM LUDOWICI.
 BR0956'COUNTY RIGHT OF WAY.
 BR0956'
 BR0956'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0956'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0956'NORTHWEST ALONG U.S. HIGHWAY 341 FOR 0.9 KM (0.55 MI) TO A CULVERT
 BR0956'FOR MCMULLEN CREEK.  CONTINUE GOING NORTHWESTERLY ALONG U.S.
 BR0956'HIGHWAY 341 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF STATE ROUTE
 BR0956'169 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG STATE
 BR0956'ROUTE 169 FOR 1.45 KM ((0.9 MI) TO THE JUNCTION OF COUNTY ROAD 392
 BR0956'(SPRING GROVE ROAD) CROSSING.  TURN RIGHT GOING NORTH ALONG SPRING
 BR0956'GROVE ROAD FOR 2.35 KM (1.45 MI) TO THE AZIMUTH MARK ON THE LEFT.
 BR0956'CONTINUE GOING NORTH ALONG SPRING GROVE ROAD FOR 1.05 KM (0.65 MI)
 BR0956'TO THE JUNCTION OF COUNTY ROAD 24 (RAYONIER ROAD) TO THE LEFT, AND
 BR0956'THE STATION ON THE LEFT.
 BR0956'
 BR0956'THE STATION IS A STANDARD GADT DISK STAMPED---151-209 1984---, SET
 BR0956'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0956'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 6.12 METERS
 BR0956'(20.1 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROAD 392, 23.86 METERS
 BR0956'(78.3 FT) WEST FROM THE CENTERLINE OF COUNTY ROAD 24, 7.46 METERS
 BR0956'(24.5 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL,
 BR0956'45.84 METERS (150.4 FT) NORTH-NORTHWEST FROM A POWER POLE, AND 0.79
 BR0956'METER (2.6 FT) SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND
 BR0956'STATION IS A STANDARD GADT DISK STAMPED---151-209 1984---, SET IN AN
 BR0956'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 BR0956'GROUND.
 BR0956'
 BR0956'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-209 1984
 BR0956'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0956'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0956'12.77 METERS (41.9 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 BR0956'ROAD, 65.22 METERS (214 FT) SOUTH FROM A POWER POLE, AND 1 METER
 BR0956'(3.3 FT) NORTH FROM A METAL WITNESS POST.
 BR0956'
 BR0956'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-209 1984
 BR0956'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0956'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0956'6.73 METERS (22.1 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0956'23.74 METERS (77.9 FT) SOUTH FROM A POWER POLE, 39.92 METERS (131
 BR0956'FT) NORTH-NORTHEAST FROM A POWER POLE, 43.68 METERS (143.3 FT)
 BR0956'WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF A BRICK HOUSE, AND
 BR0956'0.79 METER (2.6 FT) NORTH FROM A METAL WITNESS POST.
 BR0956'THE UNDERGROUND AZIMUTH MARK IS A
 BR0956'STANDARD GADT DISK STAMPED---151-209 1984 AZ MK---, SET IN AN
 BR0956'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 BR0956'GROUND.
 BR0956'
 BR0956'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0956'
 BR0956'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0956'
 BR0956'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0956'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0956'
 BR0956'DESCRIBED BY P.R. MILTON.
 BR0956
 BR0956                          STATION RECOVERY (1985)
 BR0956
 BR0956'RECOVERED 1985
 BR0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0957 ***********************************************************************
 BR0957  DESIGNATION -  BV 151 209 AZ MK
 BR0957  PID         -  BR0957
 BR0957  STATE/COUNTY-  GA/WAYNE
 BR0957  USGS QUAD   -  JESUP NW (1988)
 BR0957
 BR0957                         *CURRENT SURVEY CONTROL
 BR0957  ___________________________________________________________________
 BR0957* NAD 83(1994)-  31 38 54.31672(N)    081 53 42.23000(W)     ADJUSTED  
 BR0957* NAVD 88     -        34.6    (meters)     114.     (feet)  VERTCON   
 BR0957  ___________________________________________________________________
 BR0957  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 BR0957  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 BR0957
 BR0957  HORZ ORDER  -  SECOND
 BR0957
 BR0957.The horizontal coordinates were established by classical geodetic methods
 BR0957.and adjusted by the National Geodetic Survey in September 1997..
 BR0957.No horizontal observational check was made to the station.
 BR0957
 BR0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0957
 BR0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0957
 BR0957.The geoid height was determined by GEOID03.
 BR0957
 BR0957;                    North         East     Units Scale Factor Converg.
 BR0957;SPC GA E     -   182,768.437   225,759.515   MT  0.99990818   +0 08 33.0
 BR0957;SPC GA E     -   599,632.78    740,679.34   sFT  0.99990818   +0 08 33.0
 BR0957;UTM  17      - 3,501,814.762   415,133.860   MT  0.99968883   -0 28 10.8
 BR0957
 BR0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0957!SPC GA E     -   0.99999919  x   0.99990818  =   0.99990737
 BR0957!UTM  17      -   0.99999919  x   0.99968883  =   0.99968802
 BR0957
 BR0957                          SUPERSEDED SURVEY CONTROL
 BR0957
 BR0957  NAD 83(1986)-  31 38 54.31963(N)    081 53 42.23186(W) AD(       ) 2
 BR0957  NGVD 29 (09/27/88)   34.9    (m)          115.     (f) VERT ANG       
 BR0957
 BR0957.Superseded values are not recommended for survey control.
 BR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0957.See file dsdata.txt to determine how the superseded data were derived.
 BR0957
 BR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1513401815(NAD 83)
 BR0957_MARKER: DD = SURVEY DISK
 BR0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0957+STABILITY: SURFACE MOTION
 BR0957
 BR0957  HISTORY     - Date     Condition        Report By
 BR0957  HISTORY     - 1984     MONUMENTED       GADT
 BR0957
 BR0957                          STATION DESCRIPTION
 BR0957
 BR0957'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0957'THE STATION IS LOCATED ABOUT 5.65 KM (3.5 MI) NORTH FROM JESUP,
 BR0957'12.9 KM (8 MI) EAST FROM ODUM, AND 15.8 KM (9.8 MI) WEST-SOUTHWEST
 BR0957'FROM LUDOWICI.
 BR0957'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0957'
 BR0957'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0957'ROUTE 38) AND U.S. HIGHWAY 341  (STATE ROUTE 27) IN JESUP, GO
 BR0957'NORTHWEST ALONG U.S. HIGHWAY 341 FOR 0.9 KM (0.55 MI) TO A CULVERT
 BR0957'FOR MCMULLEN CREEK.  CONTINUE GOING NORTHWESTERLY ALONG U.S. HIGHWAY
 BR0957'341 FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF STATE ROUTE 169 FORKING
 BR0957'TO THE RIGHT.  TURN RIGHT GOING NORTHWEST ALONG STATE ROUTE 169 FOR
 BR0957'1.45 KM (0.9 MI) TO THE JUNCTION OF COUNTY ROAD 392 (SPRING GROVE
 BR0957'ROAD) CROSSING.  TURN RIGHT GONING NORTH ALONG SPRING GROVE ROAD FOR
 BR0957'2.35 KM (1.45 MI) TO THE STATION ON THE LEFT.
 BR0957'
 BR0957'THE STATION IS A STANDARD GADT DISK
 BR0957'STAMPED---151-209 1984 AZ MK---,
 BR0957'SET INTO THE TOP OF A ROUND CONCRETE MONUNENT 30.5 CM IN DIAMETER
 BR0957'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0957'IT IS LOCATED
 BR0957'6.73 METERS (22.1 FT) WEST FROM THE CENTERLINE OF THE ROAD,
 BR0957'23.74 METERS (77.9 FT) SOUTH FROM A POWER POLE,
 BR0957'39.92 METERS (131 FT) NORTH-NORTHEAST FROM A POWER POLE,
 BR0957'43.68 METERS (143.3 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 BR0957'A BRICK HOUSE, AND
 BR0957'0.79 METER (2.6 FT) NORTH FROM A METAL WITNESS POST.
 BR0957'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0957'STAMPED---151-209 1984 AZ MK---,
 BR0957'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0957'
 BR0957'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0957'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0958 ***********************************************************************
 BR0958  DESIGNATION -  BV 151 210
 BR0958  PID         -  BR0958
 BR0958  STATE/COUNTY-  GA/WAYNE
 BR0958  USGS QUAD   -  JESUP NW (1988)
 BR0958
 BR0958                         *CURRENT SURVEY CONTROL
 BR0958  ___________________________________________________________________
 BR0958* NAD 83(1994)-  31 39 25.58655(N)    081 56 14.85371(W)     ADJUSTED  
 BR0958* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 BR0958  ___________________________________________________________________
 BR0958  X           -     762,156.277 (meters)                     COMP
 BR0958  Y           -  -5,380,403.717 (meters)                     COMP
 BR0958  Z           -   3,328,131.862 (meters)                     COMP
 BR0958  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 BR0958  ELLIP HEIGHT-           8.32  (meters)          (09/03/97) GPS OBS
 BR0958  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 BR0958
 BR0958  HORZ ORDER  -  FIRST
 BR0958  ELLP ORDER  -  FOURTH    CLASS II
 BR0958
 BR0958.The horizontal coordinates were established by GPS observations
 BR0958.and adjusted by the National Geodetic Survey in September 1997..
 BR0958
 BR0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0958
 BR0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0958
 BR0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0958
 BR0958.The ellipsoidal height was determined by GPS observations
 BR0958.and is referenced to NAD 83.
 BR0958
 BR0958.The geoid height was determined by GEOID03.
 BR0958
 BR0958;                    North         East     Units Scale Factor Converg.
 BR0958;SPC GA E     -   183,722.241   221,736.585   MT  0.99990583   +0 07 13.1
 BR0958;SPC GA E     -   602,762.05    727,480.78   sFT  0.99990583   +0 07 13.1
 BR0958;UTM  17      - 3,502,811.287   411,122.210   MT  0.99969742   -0 29 31.4
 BR0958
 BR0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0958!SPC GA E     -   0.99999869  x   0.99990583  =   0.99990452
 BR0958!UTM  17      -   0.99999869  x   0.99969742  =   0.99969611
 BR0958
 BR0958|---------------------------------------------------------------------|
 BR0958| PID    Reference Object                     Distance      Geod. Az  |
 BR0958|                                                           dddmmss.s |
 BR0958| CR7901 BV 151 210 RM 1                      19.370 METERS 00032     |
 BR0958| BR0959 BV 151 210 AZ MK                    APPROX. 1.6 KM 0895017.7 |
 BR0958|---------------------------------------------------------------------|
 BR0958
 BR0958                          SUPERSEDED SURVEY CONTROL
 BR0958
 BR0958  NAD 83(1986)-  31 39 25.58928(N)    081 56 14.85630(W) AD(       ) 1
 BR0958  NGVD 29 (09/27/88)   38.1    (m)          125.     (f) GPS OBS        
 BR0958
 BR0958.Superseded values are not recommended for survey control.
 BR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0958.See file dsdata.txt to determine how the superseded data were derived.
 BR0958
 BR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1112202811(NAD 83)
 BR0958_MARKER: DD = SURVEY DISK
 BR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0958+STABILITY: SURFACE MOTION
 BR0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0958+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1985
 BR0958
 BR0958  HISTORY     - Date     Condition        Report By
 BR0958  HISTORY     - 1984     MONUMENTED       GADT
 BR0958  HISTORY     - 19850826 GOOD
 BR0958
 BR0958                          STATION DESCRIPTION
 BR0958
 BR0958'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0958'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTHWEST FROM JESUP,
 BR0958'9 KM (5.6 MI) EAST FROM ODUM, AND 19.3 KM (12 MI) WEST-SOUTHWEST
 BR0958'FROM LUDOWICI.
 BR0958'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0958'
 BR0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BR0958'ROUTE 27) AND U.S. HIGHWAY 82 (STATE ROUTE 38) IN JESUP, GO
 BR0958'WEST-NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0958'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0958'NORTHWEST ALONG STATE ROUTE 169 FOR 0.3 KM (0.2 MI) TO THE JUNCTION
 BR0958'OF STATE ROUTE 27 ALTERNATE CROSSING.  CONTINUE GOING NORTHWEST
 BR0958'ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO A RAILROAD TRACK
 BR0958'CROSSING.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 169 FOR 4.5
 BR0958'KM (2.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 24 (RED HILL ROAD
 BR0958'TO THE LEFT, AND RAYONIER ROAD TO THE RIGHT) CROSSING.  TURN LEFT
 BR0958'GOING WEST ALONG COUNTY ROAD 24 (RED HILL ROAD) FOR 0.65 KM (0.4
 BR0958'MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING WEST ALONG
 BR0958'COUNTY ROAD 24 FOR 1.6 KM (1 MI) TO THE STATION ON THE LEFT.
 BR0958'
 BR0958'THE STATION IS A STANDARD GADT DISK STAMPED---151-210 1984---,SET
 BR0958'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0958'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 9.9 METERS
 BR0958'(32.5 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 4.17 METERS (13.7
 BR0958'FT) EAST-SOUTHEAST FROM A POWER POLE, AND 0.79 METER (2.6 FT) WEST
 BR0958'FROM A METAL WITNESS POST.  THE UNDERGROUND STATION IS A STANDARD
 BR0958'GADT DISK STAMPED---151-210 1984---, SET IN AN IRREGULAR MASS OF
 BR0958'CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BR0958'
 BR0958'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-210 1984
 BR0958'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0958'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0958'9.44 METERS (31 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 BR0958'22.34 METERS (73.3 FT) NORTH FROM A POWER POLE, AND
 BR0958'0.91 METER (3 FT) EAST FROM A METAL WITNESS POST.
 BR0958'
 BR0958'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-210 1984
 BR0958'AZMK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0958'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0958'5.36 METERS (17.6 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 6.27
 BR0958'METERS (20.6 FT) WEST FROM A 24 INCH CONCRETE PIPE UNDER A DIRT
 BR0958'ROAD TO THE SOUTH, 13.74 METERS (45.1 FT) SOUTH FROM THE WEST END
 BR0958'OF ANOTHER 24 INCH CONCRETE PIPE UNDER A DIRT DRIVEWAY TO THE
 BR0958'NORTH, AND 0.67 METER (2.2 FT) EAST FROM A METAL WITNESS POST.  THE
 BR0958'UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---151-210
 BR0958'1984 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 BR0958'BELOW THE SURFACE OF THE GROUND.
 BR0958'
 BR0958'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0958'
 BR0958'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0958'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0958'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0958'
 BR0958'DESCRIBED BY P.R. MILTON.
 BR0958
 BR0958                          STATION RECOVERY (1985)
 BR0958
 BR0958'RECOVERED 1985
 BR0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0959 ***********************************************************************
 BR0959  DESIGNATION -  BV 151 210 AZ MK
 BR0959  PID         -  BR0959
 BR0959  STATE/COUNTY-  GA/WAYNE
 BR0959  USGS QUAD   -  JESUP NW (1988)
 BR0959
 BR0959                         *CURRENT SURVEY CONTROL
 BR0959  ___________________________________________________________________
 BR0959* NAD 83(1994)-  31 39 25.72586(N)    081 55 15.57834(W)     ADJUSTED  
 BR0959* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 BR0959  ___________________________________________________________________
 BR0959  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 BR0959  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 BR0959
 BR0959  HORZ ORDER  -  SECOND
 BR0959
 BR0959.The horizontal coordinates were established by classical geodetic methods
 BR0959.and adjusted by the National Geodetic Survey in September 1997..
 BR0959.No horizontal observational check was made to the station.
 BR0959
 BR0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0959
 BR0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0959
 BR0959.The geoid height was determined by GEOID03.
 BR0959
 BR0959;                    North         East     Units Scale Factor Converg.
 BR0959;SPC GA E     -   183,729.927   223,298.053   MT  0.99990669   +0 07 44.2
 BR0959;SPC GA E     -   602,787.27    732,603.70   sFT  0.99990669   +0 07 44.2
 BR0959;UTM  17      - 3,502,802.287   412,683.342   MT  0.99969403   -0 29 00.2
 BR0959
 BR0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0959!SPC GA E     -   0.99999923  x   0.99990669  =   0.99990592
 BR0959!UTM  17      -   0.99999923  x   0.99969403  =   0.99969326
 BR0959
 BR0959                          SUPERSEDED SURVEY CONTROL
 BR0959
 BR0959  NAD 83(1986)-  31 39 25.72706(N)    081 55 15.58093(W) AD(       ) 2
 BR0959  NGVD 29 (09/27/88)   34.5    (m)          113.     (f) VERT ANG       
 BR0959
 BR0959.Superseded values are not recommended for survey control.
 BR0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0959.See file dsdata.txt to determine how the superseded data were derived.
 BR0959
 BR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1268302802(NAD 83)
 BR0959_MARKER: DD = SURVEY DISK
 BR0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0959+STABILITY: SURFACE MOTION
 BR0959
 BR0959  HISTORY     - Date     Condition        Report By
 BR0959  HISTORY     - 1984     MONUMENTED       GADT
 BR0959
 BR0959                          STATION DESCRIPTION
 BR0959
 BR0959'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0959'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) NORTHWEST FROM JESUP,
 BR0959'9 KM (5.6 MI) EAST FROM ODUM, AND 19.3 KM (12 MI) WEST-SOUTHWEST
 BR0959'FROM LUDOWICI.  OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0959'
 BR0959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BR0959'ROUTE 27) AND U.S. HIGHWAY 82 (STATE ROUTE 38) IN JESUP, GO
 BR0959'WEST-NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0959'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0959'NORTHWEST ALONG STATE ROUTE 169 FOR 0.3 KM (0.2 MI) TO THE JUNCTION
 BR0959'OF STATE ROUTE 27 ALTERNATE CROSSING.  CONTINUE GOING NORTHWEST
 BR0959'ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO A RAILROAD TRACK
 BR0959'CROSSING.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 169 FOR 4.5 KM
 BR0959'(2.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 24 (RED HILL ROAD TO
 BR0959'THE LEFT, AND RAYONIER ROAD TO THE RIGHT) CROSSING.  TURN LEFT GOING
 BR0959'WEST ALONG COUNTY ROAD 24 (RED HILL ROAD) FOR 0.65 KM (0.4 MI) TO
 BR0959'THE STATION ON THE RIGHT.
 BR0959'
 BR0959'THE STATION IS A STANDARD GADT DISK
 BR0959'STAMPED---151-210 1984 AZ MK---,
 BR0959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0959'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0959'IT IS LOCATED
 BR0959'5.36 METERS (17.6 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 BR0959'6.27 METERS (20.6 FT) WEST FROM A 24 INCH CONCRETE PIPE UNDER A
 BR0959'DIRT ROAD TO THE SOUTH,
 BR0959'13.74 METERS (45.1 FT) SOUTH FROM THE WEST END OF ANOTHER 24 INCH
 BR0959'CONCRETE PIPE UNDER A DIRT DRIVEWAY TO THE NORTH, AND
 BR0959'0.67 METER (2.2 FT) EAST FROM A METAL WITNESS POST.
 BR0959'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0959'STAMPED---151-210 1984 AZ MK---,
 BR0959'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0959'
 BR0959'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0959'GEORGIA 1976.  REVIDED AUGUST 1976.  DESCRIBED BY P.R.MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0960 ***********************************************************************
 BR0960  DESIGNATION -  BV 151 211
 BR0960  PID         -  BR0960
 BR0960  STATE/COUNTY-  GA/WAYNE
 BR0960  USGS QUAD   -  JESUP NW (1988)
 BR0960
 BR0960                         *CURRENT SURVEY CONTROL
 BR0960  ___________________________________________________________________
 BR0960* NAD 83(1994)-  31 41 16.03178(N)    081 55 06.59083(W)     ADJUSTED  
 BR0960* NAVD 88     -        35.2    (meters)     115.     (feet)  VERTCON   
 BR0960  ___________________________________________________________________
 BR0960  X           -     763,685.454 (meters)                     COMP
 BR0960  Y           -  -5,378,380.562 (meters)                     COMP
 BR0960  Z           -   3,331,025.577 (meters)                     COMP
 BR0960  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 BR0960  ELLIP HEIGHT-           5.67  (meters)          (09/03/97) GPS OBS
 BR0960  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 BR0960
 BR0960  HORZ ORDER  -  FIRST
 BR0960  ELLP ORDER  -  FOURTH    CLASS II
 BR0960
 BR0960.The horizontal coordinates were established by GPS observations
 BR0960.and adjusted by the National Geodetic Survey in September 1997..
 BR0960
 BR0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0960
 BR0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0960
 BR0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0960
 BR0960.The ellipsoidal height was determined by GPS observations
 BR0960.and is referenced to NAD 83.
 BR0960
 BR0960.The geoid height was determined by GEOID03.
 BR0960
 BR0960;                    North         East     Units Scale Factor Converg.
 BR0960;SPC GA E     -   187,127.593   223,527.083   MT  0.99990682   +0 07 49.3
 BR0960;SPC GA E     -   613,934.44    733,355.10   sFT  0.99990682   +0 07 49.3
 BR0960;UTM  17      - 3,506,196.587   412,948.630   MT  0.99969346   -0 28 57.0
 BR0960
 BR0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0960!SPC GA E     -   0.99999911  x   0.99990682  =   0.99990593
 BR0960!UTM  17      -   0.99999911  x   0.99969346  =   0.99969257
 BR0960
 BR0960:                Primary Azimuth Mark                     Grid Az
 BR0960:SPC GA E     -  BV 151 211 AZ MK                         000 01 43.6
 BR0960:UTM  17      -  BV 151 211 AZ MK                         000 38 29.9
 BR0960
 BR0960|---------------------------------------------------------------------|
 BR0960| PID    Reference Object                     Distance      Geod. Az  |
 BR0960|                                                           dddmmss.s |
 BR0960| BR0961 BV 151 211 AZ MK                    APPROX. 0.7 KM 0000932.9 |
 BR0960| CR7902 BV 151 211 RM 1                      14.388 METERS 26949     |
 BR0960|---------------------------------------------------------------------|
 BR0960
 BR0960                          SUPERSEDED SURVEY CONTROL
 BR0960
 BR0960  NAD 83(1986)-  31 41 16.03444(N)    081 55 06.59324(W) AD(       ) 1
 BR0960  NGVD 29 (09/27/88)   35.4    (m)          116.     (f) GPS OBS        
 BR0960
 BR0960.Superseded values are not recommended for survey control.
 BR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0960.See file dsdata.txt to determine how the superseded data were derived.
 BR0960
 BR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1294906197(NAD 83)
 BR0960_MARKER: DD = SURVEY DISK
 BR0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0960+STABILITY: SURFACE MOTION
 BR0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0960+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1985
 BR0960
 BR0960  HISTORY     - Date     Condition        Report By
 BR0960  HISTORY     - 1984     MONUMENTED       GADT
 BR0960  HISTORY     - 19851008 GOOD
 BR0960
 BR0960                          STATION DESCRIPTION
 BR0960
 BR0960'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0960'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) NORTH-NORTHWEST FROM
 BR0960'JESUP. 17.2 KM (10.7 MI) WEST-SOUTHWEST FROM LUDOWICI, AND 10.45 KM
 BR0960'(6.5 MI) EAST-NORTHEAST FROM ODUM.
 BR0960'OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0960'
 BR0960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0960'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0960'WEST-NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0960'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0960'NORTHWEST ALONG STATE ROUTE 169 FOR 0.3 KM (0.2 MI) TO THE JUNCTION
 BR0960'OF STATE ROUTE 27 ALTERNATE CROSSING.  CONTINUE GOING NORTHWEST
 BR0960'ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO A RAILROAD CROSSING.
 BR0960'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 169 FOR 6.1 KM (3.8 MI)
 BR0960'TO THE JUNCTION OF PAVED COUNTY ROAD 31 TO THE RIGHT.  TURN RIGHT
 BR0960'GOING NORTH-NORTHEAST ALONG COUNTY ROAD 31 FOR 1.85 KM (1.15 MI)
 BR0960'TO THE STATION ON THE RIGHT.
 BR0960'
 BR0960'THE STATION IS A STANDARD GADT DISK STAMPED---151-211 1984---, SET
 BR0960'INTO THE TOP OF A ROUND CONCRETE 30 CM IN DIAMETER AND FLUSH WITH
 BR0960'THE SURFACE OF THE GROUND.  IT IS LOCATED 5.3 METERS (17.4 FT) EAST
 BR0960'FROM THE CENTERLINE OF THE ROAD, 6.61 METERS (21.7 FT) WEST FROM A
 BR0960'POWER POLE, 50.47 METERS (165.6 FT) SOUTH FROM THE CENTERLINE OF A
 BR0960'DIRT ROAD, AND 0.82 METER (2.7 FT) NORTH FROM A METAL WITNESS POST.
 BR0960'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---151-211
 BR0960'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0960'SURFACE OF THE GROUND.
 BR0960'
 BR0960'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-211 1984
 BR0960'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0960'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0960'9.14 METERS (30 FT) WEST FROM THE CENTERLINE OF THE ROAD, 20.9
 BR0960'METERS (68.6 FT) WEST FROM A POWER POLE, AND 0.88 METER (2.9 FT)
 BR0960'EAST FROM A METAL WITNESS POST SET AT A FENCELINE.
 BR0960'
 BR0960'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-211 1984
 BR0960'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 BR0960'DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0960'5.3 METERS (17.4 FT) EAST FROM THE CENTERLINE OF THE ROAD, 16.42
 BR0960'METERS (53.9 FT) EAST-NORTHEAST FROM AN UNDERGROUND TELEPHONE CABLE
 BR0960'PEDESTAL, 30.57 METERS (100.3 FT) SOUTH FROM A 24 INCH CONCRETE
 BR0960'PIPE UNDER A FIELD ROAD TO THE EAST, AND 1.03 METERS (3.4 FT) NORTH
 BR0960'FROM A METAL WITNESS POST.  THE UNDERGROUND STATION IS A STANDARD
 BR0960'GADT DISK STAMPED---151-211 1984 AZ MK---, SET IN AN IRREGULAR MASS
 BR0960'OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.  TO REACH
 BR0960'THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG COUNTY ROAD 31
 BR0960'FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 BR0960'
 BR0960'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0960'
 BR0960'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0960'
 BR0960'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0960'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0960'
 BR0960'DESCRIBED BY P.R. MILTON.
 BR0960
 BR0960                          STATION RECOVERY (1985)
 BR0960
 BR0960'RECOVERED 1985
 BR0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0961 ***********************************************************************
 BR0961  DESIGNATION -  BV 151 211 AZ MK
 BR0961  PID         -  BR0961
 BR0961  STATE/COUNTY-  GA/WAYNE
 BR0961  USGS QUAD   -  JESUP NW (1988)
 BR0961
 BR0961                         *CURRENT SURVEY CONTROL
 BR0961  ___________________________________________________________________
 BR0961* NAD 83(1994)-  31 41 37.44747(N)    081 55 06.52126(W)     ADJUSTED  
 BR0961* NAVD 88     -        27.3    (meters)      90.     (feet)  VERTCON   
 BR0961  ___________________________________________________________________
 BR0961  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 BR0961  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 BR0961
 BR0961  HORZ ORDER  -  SECOND
 BR0961
 BR0961.The horizontal coordinates were established by classical geodetic methods
 BR0961.and adjusted by the National Geodetic Survey in September 1997..
 BR0961.No horizontal observational check was made to the station.
 BR0961
 BR0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0961
 BR0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0961
 BR0961.The geoid height was determined by GEOID03.
 BR0961
 BR0961;                    North         East     Units Scale Factor Converg.
 BR0961;SPC GA E     -   187,787.146   223,527.415   MT  0.99990682   +0 07 49.4
 BR0961;SPC GA E     -   616,098.33    733,356.19   sFT  0.99990682   +0 07 49.4
 BR0961;UTM  17      - 3,506,855.957   412,956.015   MT  0.99969344   -0 28 57.3
 BR0961
 BR0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0961!SPC GA E     -   1.00000033  x   0.99990682  =   0.99990715
 BR0961!UTM  17      -   1.00000033  x   0.99969344  =   0.99969377
 BR0961
 BR0961                          SUPERSEDED SURVEY CONTROL
 BR0961
 BR0961  NAD 83(1986)-  31 41 37.45013(N)    081 55 06.52289(W) AD(       ) 2
 BR0961  NGVD 29 (09/27/88)   27.6    (m)           91.     (f) VERT ANG       
 BR0961
 BR0961.Superseded values are not recommended for survey control.
 BR0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0961.See file dsdata.txt to determine how the superseded data were derived.
 BR0961
 BR0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1295606856(NAD 83)
 BR0961_MARKER: DD = SURVEY DISK
 BR0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0961+STABILITY: SURFACE MOTION
 BR0961
 BR0961  HISTORY     - Date     Condition        Report By
 BR0961  HISTORY     - 1984     MONUMENTED       GADT
 BR0961
 BR0961                          STATION DESCRIPTION
 BR0961
 BR0961'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0961'THE STATION IS LOCATED ABOUT 9.5 KM (5.( MI) NORTH-NORTHWEST FROM
 BR0961'JESUP.  17.2 KM (10.7 MI) WEST-SOUTHWEST FROM LUDOWICI, AND 10.45 KM
 BR0961'(6.5 MI) EAST-NORTHEAST FROM ODUM.  OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0961'
 BR0961'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0961'ROUTE 38) AND U.S. HIGHWY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0961'WEST-NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE
 BR0961'JUNCTION OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0961'NORTHWEST ALONG STATE ROUTE 169 FOR 0.3 KM (0.2 MI) TO THE JUNCTION
 BR0961'OF STATE ROUTE 27 ALTERNATE CROSSING.  CONTINUE GOING NORTHWEST
 BR0961'ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO A RAILROAD CROSSING.
 BR0961'CONTINUE GOING NORTHWEST ALONG STATE ROUTE 169 FOR 6.1 KM (3.8 MI)
 BR0961'TO THE JUNCTION OF PAVED COUNTY ROAD 31 TO THE RIGHT.  TURN RIGHT
 BR0961'GOING NORTH-NORTHEAST ALONG COUNTY ROAD 31 FOR 2.5 KM (1.55 MI) TO
 BR0961'THE STATION ON THE RIGHT.
 BR0961'
 BR0961'THE STATION IS A STANDARD GADT DISK
 BR0961'STAMPED---151-211 1984 AZ MK---,
 BR0961'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0961'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0961'IT IS LOCATED
 BR0961'5.3 METERS (17.4 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 BR0961'16.42 METERS (53.9 FT) EAST-NORTHEAST FROM AN UNDERGROUND TELEPHONE
 BR0961'CABLE PEDESTAL,
 BR0961'30.57 METERS (100.3 FT) SOUTH FROM A 24 INCH CONCRETE PIPE UNDER A
 BR0961'FIELD ROAD TO THE EAST, AND
 BR0961'1.03 METERS (3.4 FT) NORTH FROM A METAL WITNESS POST.
 BR0961'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0961'STAMPED---151-211 1984 AZ MK---,
 BR0961'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0961'
 BR0961'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0961'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY P.R. MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0962 ***********************************************************************
 BR0962  DESIGNATION -  BV 151 213
 BR0962  PID         -  BR0962
 BR0962  STATE/COUNTY-  GA/WAYNE
 BR0962  USGS QUAD   -  JESUP NW (1988)
 BR0962
 BR0962                         *CURRENT SURVEY CONTROL
 BR0962  ___________________________________________________________________
 BR0962* NAD 83(1994)-  31 42 57.99096(N)    081 54 13.89704(W)     ADJUSTED  
 BR0962* NAVD 88     -        33.1    (meters)     109.     (feet)  VERTCON   
 BR0962  ___________________________________________________________________
 BR0962  X           -     764,826.762 (meters)                     COMP
 BR0962  Y           -  -5,376,549.718 (meters)                     COMP
 BR0962  Z           -   3,333,696.312 (meters)                     COMP
 BR0962  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 BR0962  ELLIP HEIGHT-           3.60  (meters)          (09/03/97) GPS OBS
 BR0962  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 BR0962
 BR0962  HORZ ORDER  -  FIRST
 BR0962  ELLP ORDER  -  FOURTH    CLASS II
 BR0962
 BR0962.The horizontal coordinates were established by GPS observations
 BR0962.and adjusted by the National Geodetic Survey in September 1997..
 BR0962
 BR0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0962
 BR0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0962
 BR0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0962
 BR0962.The ellipsoidal height was determined by GPS observations
 BR0962.and is referenced to NAD 83.
 BR0962
 BR0962.The geoid height was determined by GEOID03.
 BR0962
 BR0962;                    North         East     Units Scale Factor Converg.
 BR0962;SPC GA E     -   190,270.933   224,907.160   MT  0.99990765   +0 08 17.4
 BR0962;SPC GA E     -   624,247.22    737,882.91   sFT  0.99990765   +0 08 17.4
 BR0962;UTM  17      - 3,509,324.305   414,361.959   MT  0.99969045   -0 28 30.7
 BR0962
 BR0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0962!SPC GA E     -   0.99999943  x   0.99990765  =   0.99990708
 BR0962!UTM  17      -   0.99999943  x   0.99969045  =   0.99968988
 BR0962
 BR0962|---------------------------------------------------------------------|
 BR0962| PID    Reference Object                     Distance      Geod. Az  |
 BR0962|                                                           dddmmss.s |
 BR0962| CR7903 BV 151 213 RM 1                      16.045 METERS 29345     |
 BR0962| BR0963 BV 151 213 AZ MK                    APPROX. 0.5 KM 3584642.1 |
 BR0962|---------------------------------------------------------------------|
 BR0962
 BR0962                          SUPERSEDED SURVEY CONTROL
 BR0962
 BR0962  NAD 83(1986)-  31 42 57.99565(N)    081 54 13.90035(W) AD(       ) 1
 BR0962  NGVD 29 (09/27/88)   33.4    (m)          110.     (f) GPS OBS        
 BR0962
 BR0962.Superseded values are not recommended for survey control.
 BR0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0962.See file dsdata.txt to determine how the superseded data were derived.
 BR0962
 BR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1436209324(NAD 83)
 BR0962_MARKER: DD = SURVEY DISK
 BR0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0962+STABILITY: SURFACE MOTION
 BR0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0962+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1985
 BR0962
 BR0962  HISTORY     - Date     Condition        Report By
 BR0962  HISTORY     - 1984     MONUMENTED       GADT
 BR0962  HISTORY     - 19851008 GOOD
 BR0962
 BR0962                          STATION DESCRIPTION
 BR0962
 BR0962'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0962'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTH FROM JESUP, 12.9
 BR0962'KM (8 MI) EAST-NORTHEAST FROM ODUM, AND 13.85 KM (8.6 MI) WEST FROM
 BR0962'LUDOWICI.
 BR0962'OWNERSHIP--UNKNOWN.
 BR0962'
 BR0962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0962'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0962'WESTERLY ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE JUNCTION
 BR0962'OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING
 BR0962'NORTHWEST ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO THE
 BR0962'SOUTHERN RAILROAD CROSSING.  CONTINUE GOING NORTHWEST ALONG STATE
 BR0962'ROUTE 169 FOR 6.1 KM (3.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 BR0962'31 TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 31 FOR
 BR0962'4.2 KM (2.6 MI) TO THE JUNCTION OF COUNTY ROAD 37 (OSTEEN BRANCH
 BR0962'ROAD) TO THE RIGHT.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 37 FOR
 BR0962'2 KM (1.25 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 300 FORKING TO
 BR0962'THE RIGHT.  CONTINUE GOING EAST ALONG COUNTY ROAD 37 FOR 0.5 KM
 BR0962'(0.3 MI) TO THE END OF THE PAVEMENT.  CONTINUE GOING NORTH ALONG
 BR0962'COUNTY ROAD 37 FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT.
 BR0962'
 BR0962'THE STATION IS A STANDARD GADT DISK STAMPED---151-213 1984---, SET
 BR0962'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BR0962'RECESSED 10.16 CM BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED
 BR0962'7.56 METERS (24.8 FT) EAST FROM THE CENTERLINE OF THE ROAD, 9.9
 BR0962'METERS (32.5 FT) SOUTHEAST FROM THE POINT OF INTERSECTION OF THE
 BR0962'CENTERLINES OF THE ROAD AND A FIELD ROAD TO THE EAST, 11.24 METERS
 BR0962'(36.9 FT) SOUTH FROM A POWER POLE, 1.45 METERS (4.7 FT) WEST FROM A
 BR0962'FENCELINE, AND 0.74 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 BR0962'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---151-213
 BR0962'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BR0962'SURFACE OF THE GROUND.
 BR0962'
 BR0962'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-213 1984
 BR0962'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BR0962'DIAMETER AND RECESSED 5.18 CM BELOW THE SURFACE OF THE GROUND.  IT
 BR0962'IS LOCATED 7.26 METERS (23.8 FT) WEST FROM THE CENTERLINE OF THE
 BR0962'ROAD, AND THE POINT OF INTERSECTION OF THE CENTERLINES OF THE ROAD
 BR0962'AND A FIELD ROAD TO THE EAST, 16.35 METERS (53.6 FT) SOUTHWEST FROM
 BR0962'THE POWER POLE, AND 0.56 METER (1.8 FT) EAST FROM A METAL WITNESS
 BR0962'POST SET AT THE FENCELINE.
 BR0962'
 BR0962'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-213 1984
 BR0962'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM
 BR0962'IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 BR0962'LOCATED 32.35 METERS (106.2 FT) NORTH FROM THE SOUTH END OF THE
 BR0962'CURVE, 22.92 METERS (75.2 FT) WEST-NORTHWEST FROM A BURIED
 BR0962'TELEPHONE CABLE PEDESTAL, 27.21 METERS (89.3 FT) SOUTHWEST FROM
 BR0962'A POWER POLE, 0.85 METER (2.8 FT) NORTH FROM A METAL WITNESS POST,
 BR0962'AND 0.76 METER (2.6 FT) WEST FROM ANOTHER METAL WITNESS POST.  THE
 BR0962'UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK STAMPED---151-213
 BR0962'1984 AZ MK---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER
 BR0962'BELOW THE SURFACE OF THE GROUND.  TO REACH THE AZIMUTH MARK FROM
 BR0962'THE STATION, GO NORTH ALONG COUNTY ROAD 37 FOR 0.4 KM (0.25 MI) TO
 BR0962'A SHARP CURVE TO THE RIGHT, A WOODS ROAD CONTINUING STRAIGHT AHEAD,
 BR0962'AND THE AZIMUTH MARK ON THE LEFT.
 BR0962'
 BR0962'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BR0962'
 BR0962'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BR0962'
 BR0962'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BR0962'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BR0962'
 BR0962'DESCRIBED BY T.B. KNIGHT.
 BR0962
 BR0962                          STATION RECOVERY (1985)
 BR0962
 BR0962'RECOVERED 1985
 BR0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0963 ***********************************************************************
 BR0963  DESIGNATION -  BV 151 213 AZ MK
 BR0963  PID         -  BR0963
 BR0963  STATE/COUNTY-  GA/WAYNE
 BR0963  USGS QUAD   -  JESUP NW (1988)
 BR0963
 BR0963                         *CURRENT SURVEY CONTROL
 BR0963  ___________________________________________________________________
 BR0963* NAD 83(1994)-  31 43 15.58251(N)    081 54 14.33592(W)     ADJUSTED  
 BR0963* NAVD 88     -        34.5    (meters)     113.     (feet)  VERTCON   
 BR0963  ___________________________________________________________________
 BR0963  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 BR0963  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 BR0963
 BR0963  HORZ ORDER  -  SECOND
 BR0963
 BR0963.The horizontal coordinates were established by classical geodetic methods
 BR0963.and adjusted by the National Geodetic Survey in September 1997..
 BR0963.No horizontal observational check was made to the station.
 BR0963
 BR0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0963
 BR0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0963
 BR0963.The geoid height was determined by GEOID03.
 BR0963
 BR0963;                    North         East     Units Scale Factor Converg.
 BR0963;SPC GA E     -   190,812.682   224,894.300   MT  0.99990764   +0 08 17.2
 BR0963;SPC GA E     -   626,024.61    737,840.72   sFT  0.99990764   +0 08 17.2
 BR0963;UTM  17      - 3,509,866.044   414,354.901   MT  0.99969046   -0 28 31.2
 BR0963
 BR0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0963!SPC GA E     -   0.99999922  x   0.99990764  =   0.99990686
 BR0963!UTM  17      -   0.99999922  x   0.99969046  =   0.99968968
 BR0963
 BR0963                          SUPERSEDED SURVEY CONTROL
 BR0963
 BR0963  NAD 83(1986)-  31 43 15.58722(N)    081 54 14.33860(W) AD(       ) 2
 BR0963  NGVD 29 (09/27/88)   34.7    (m)          114.     (f) VERT ANG       
 BR0963
 BR0963.Superseded values are not recommended for survey control.
 BR0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0963.See file dsdata.txt to determine how the superseded data were derived.
 BR0963
 BR0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR1435509866(NAD 83)
 BR0963_MARKER: DD = SURVEY DISK
 BR0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0963+STABILITY: SURFACE MOTION
 BR0963
 BR0963  HISTORY     - Date     Condition        Report By
 BR0963  HISTORY     - 1984     MONUMENTED       GADT
 BR0963
 BR0963                          STATION DESCRIPTION
 BR0963
 BR0963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0963'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTH FROM
 BR0963'JESUP, 12.9 KM (8 MI) EAST-NORTHEAST FROM ODUM, AND 13.85 KM (8.6
 BR0963'MI) WEST FROM LUDOWICI.  OWNERSHIP--COUNTY RIGHT OF WAY.
 BR0963'
 BR0963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 (STATE
 BR0963'ROUTE 38) AND U.S. HIGHWAY 341 (STATE ROUTE 27) IN JESUP, GO
 BR0963'WESTERLY ALONG U.S. HIGHWAY 341 FOR 1.1 KM (0.7 MI) TO THE JUNCTION
 BR0963'OF STATE ROUTE 169 FORKING TO THE RIGHT.  TURN RIGHT GOING NORTHWEST
 BR0963'ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO THE SOUTHERN RAILROAD
 BR0963'CROSSING.  CONTINUE GOING NORTHWEST ALONG STATE ROUTE 169 FOR 6.1 KM
 BR0963'(3.8 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 31 TO THE RIGHT.  TURN
 BR0963'RIGHT GOING NORTH ALONG COUNTY ROAD 31 FOR 4.2 KM (2.6 MI) TO THE
 BR0963'JUNCTION OF COUNTY ROAD 37 (OSTEEN BRANCH ROAD) TO THE RIGHT.  TURN
 BR0963'RIGHT GOING EAST ALONG COUNTY ROAD 37 FOR 2 KM (1.25 MI) TO THE
 BR0963'JUNCTION OF DIRT COUNTY ROAD 300 FORKING TO THE RIGHT.  CONTINUE
 BR0963'GOING EAST ALONG COUNTY ROAD 37 FOR 0.5 KM (0.3 MI) TO THE END OF
 BR0963'THE PAVEMENT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 37 FOR 0.9 KM
 BR0963'(0.55 MI) TO A SHARP CURVE TO THE RIGHT, A WOODS ROAD CONTINUING
 BR0963'STRAIGHT AHEAD AND THE STATION ON THE LEFT.
 BR0963'
 BR0963'THE STATION IS A STANDARD GADT DISK
 BR0963'STAMPED---151-213 1984 AZ MK---,
 BR0963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0963'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0963'IT IS LOCATED
 BR0963'32.35 METERS (106.2 FT) NORTH FROM THE SOUTH END OF THE CURVE,
 BR0963'22.92 METERS (75.2 FT) WEST-NORTHWEST FROM A BURIED TELEPHONE CABLE
 BR0963'PEDESTAL,
 BR0963'27.21 METERS (89.3 FT) SOUTHWEST FROM A POWER POLE,
 BR0963'0.84 METER (2.8 FT) NORTH FROM A METAL WITNESS POST.
 BR0963'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BR0963'STAMPED---151-213 1984 AZ MK---,
 BR0963'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BR0963'
 BR0963'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BR0963'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1326 ***********************************************************************
 BS1326  DESIGNATION -  BV 151 214
 BS1326  PID         -  BS1326
 BS1326  STATE/COUNTY-  GA/WAYNE
 BS1326  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1326
 BS1326                         *CURRENT SURVEY CONTROL
 BS1326  ___________________________________________________________________
 BS1326* NAD 83(1994)-  31 46 46.13719(N)    082 01 25.70150(W)     ADJUSTED  
 BS1326* NAVD 88     -        50.65   (+/-2cm)     166.2    (feet)  VERTCON   
 BS1326  ___________________________________________________________________
 BS1326  X           -     753,058.580 (meters)                     COMP
 BS1326  Y           -  -5,374,492.174 (meters)                     COMP
 BS1326  Z           -   3,339,681.221 (meters)                     COMP
 BS1326  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 BS1326  ELLIP HEIGHT-          21.24  (meters)          (09/03/97) GPS OBS
 BS1326  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 BS1326
 BS1326  HORZ ORDER  -  FIRST
 BS1326  VERT ORDER  -  THIRD (See Below)
 BS1326  ELLP ORDER  -  FOURTH    CLASS II
 BS1326
 BS1326.The horizontal coordinates were established by GPS observations
 BS1326.and adjusted by the National Geodetic Survey in September 1997..
 BS1326
 BS1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1326.The vertical order pertains to the NGVD 29 superseded value.
 BS1326
 BS1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1326
 BS1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1326
 BS1326.The ellipsoidal height was determined by GPS observations
 BS1326.and is referenced to NAD 83.
 BS1326
 BS1326.The geoid height was determined by GEOID03.
 BS1326
 BS1326;                    North         East     Units Scale Factor Converg.
 BS1326;SPC GA E     -   197,276.140   213,530.218   MT  0.99990226   +0 04 30.9
 BS1326;SPC GA E     -   647,230.14    700,557.06   sFT  0.99990226   +0 04 30.9
 BS1326;UTM  17      - 3,516,449.571   403,063.008   MT  0.99971589   -0 32 21.2
 BS1326
 BS1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1326!SPC GA E     -   0.99999666  x   0.99990226  =   0.99989893
 BS1326!UTM  17      -   0.99999666  x   0.99971589  =   0.99971256
 BS1326
 BS1326|---------------------------------------------------------------------|
 BS1326| PID    Reference Object                     Distance      Geod. Az  |
 BS1326|                                                           dddmmss.s |
 BS1326| CR7904 BV 151 214 RM 1                      19.236 METERS 14135     |
 BS1326| BS1327 BV 151 214 AZ MK                    APPROX. 0.6 KM 1515822.6 |
 BS1326| BS1308 321 J 30 E                          APPROX. 0.5 KM 1534808.1 |
 BS1326|---------------------------------------------------------------------|
 BS1326
 BS1326                          SUPERSEDED SURVEY CONTROL
 BS1326
 BS1326  NAD 83(1986)-  31 46 46.14162(N)    082 01 25.70677(W) AD(       ) 1
 BS1326  NGVD 29 (09/27/88)   50.91   (m)          167.0    (f) LEVELING    3  
 BS1326
 BS1326.Superseded values are not recommended for survey control.
 BS1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1326.See file dsdata.txt to determine how the superseded data were derived.
 BS1326
 BS1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0306316450(NAD 83)
 BS1326_MARKER: DD = SURVEY DISK
 BS1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1326+STABILITY: SURFACE MOTION
 BS1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1326+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1985
 BS1326
 BS1326  HISTORY     - Date     Condition        Report By
 BS1326  HISTORY     - 1984     MONUMENTED       GADT
 BS1326  HISTORY     - 19850827 GOOD
 BS1326
 BS1326                          STATION DESCRIPTION
 BS1326
 BS1326'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1326'THE STATION IS LOCATED ABOUT 12.25 KM (7.6 MI) NORTH FROM ODUM,
 BS1326'20.15 KM (12.5 MI) SOUTH-SOUTHWEST FROM GLENNVILLE, AND 23 KM
 BS1326'(14.3 MI) NORTHWEST FROM JESUP.
 BS1326'OWNERSHIP--STATE RIGHT OF WAY.
 BS1326'
 BS1326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1326'ROUTE 27), AND CHURCH STREET (COUNTY ROAD 90605) AT THE CAUTION
 BS1326'LIGHT IN ODUM, GO NORTH ALONG COUNTY ROAD 90605 FOR 1.6 KM (1 MI)
 BS1326'TO THE JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING
 BS1326'NORTH ALONG COUNTY ROAD 90605 FOR 5.2 KM (3.2 MI) TO A SMALL BRIDGE
 BS1326'OVER A CREEK.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90605 FOR
 BS1326'4.35 KM (2.7 MI) TO THE JUNCTION OF STATE ROUTE 169 CROSSING.  TURN
 BS1326'LEFT GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 3.3 KM (2.05 MI)
 BS1326'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTHWEST ALONG
 BS1326'STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO THE JUNCTION OF COUNTY ROAD
 BS1326'51 (NEW HOPE ROAD) TO THE RIGHT, AND THE STATION ON THE RIGHT.
 BS1326'
 BS1326'THE STATION IS A STANDARD GADT DISK STAMPED---151-214 1984---, SET
 BS1326'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BS1326'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 8.2 METERS (27
 BS1326'FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 56.54 METERS
 BS1326'(185.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE EAST SIDE OF
 BS1326'THE ROAD, 36.3 METERS (119 FT) SOUTHEAST FROM A POWER POLE WITH A
 BS1326'TRANSFORMER ON THE WEST SIDE OF THE ROAD, AND 0.8 METER (2.6 FT)
 BS1326'NORTHEAST FROM A METAL WITNESS POST.  THE UNDERGROUND STATION IS A
 BS1326'STANDARD GADT DISK STAMPED---151-214 1984---, SET IN AN IRREGULAR
 BS1326'MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE GROUND.
 BS1326'
 BS1326'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-214 1984
 BS1326'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 BS1326'IN DIAMETER AND RECESSED 2.5 CM BELOW THE SURFACE OF THE GROUND.
 BS1326'IT IS LOCATED 11.2 METERS (36.5 FT) NORTHEAST FROM THE CENTERLINE
 BS1326'OF THE HIGHWAY, 23.32 METERS (76.5 FT) SOUTH-SOUTHEAST FROM THE
 BS1326'POWER POLE ON THE EAST SIDE OF THE ROAD, 38.5 METERS (126.5 FT)
 BS1326'SOUTHEAST FROM THE POWER POLE WITH A TRANSFORMER ON THE WEST SIDE
 BS1326'OF THE ROAD, AND 0.75 METER (2.4 FT) NORTHEAST FROM A METAL WITNESS
 BS1326'POST.
 BS1326'
 BS1326'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-214 1984
 BS1326'AZ MK---, SET INTO THE TOP OF A ROUND CONCRTE MONUMENT 30 CM IN
 BS1326'DIAMETER AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BS1326'IT IS LOCATED 13.8 METERS (45 FT) NORTHEAST FROM THE CENTERLINE OF
 BS1326'THE HIGHWAY, 1.27 METERS (4.2 FT) SOUTHWEST FROM A GATE POST,
 BS1326'22.1 METERS (72.5 FT) SOUTHEAST FROM A 24 INCH PECAN TREE,
 BS1326'16.36 METERS (53.6 FT) NORTH-NORTHWEST FROM THE CENTER OF A
 BS1326'CONCRETE WELL BOX PROJECTING 4 FEET ABOVE THE GROUND, AND 0.74
 BS1326'METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND
 BS1326'STATION IS A STANDARD GADT DISK STAMPED---151-214 1984 AZ MK---,
 BS1326'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1326'
 BS1326'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BS1326'
 BS1326'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BS1326'
 BS1326'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BS1326'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BS1326'
 BS1326'DESCRIBED BY T.B. KNIGHT.
 BS1326
 BS1326                          STATION RECOVERY (1985)
 BS1326
 BS1326'RECOVERED 1985
 BS1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1327 ***********************************************************************
 BS1327  DESIGNATION -  BV 151 214 AZ MK
 BS1327  PID         -  BS1327
 BS1327  STATE/COUNTY-  GA/WAYNE
 BS1327  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1327
 BS1327                         *CURRENT SURVEY CONTROL
 BS1327  ___________________________________________________________________
 BS1327* NAD 83(1994)-  31 46 28.06771(N)    082 01 14.44205(W)     ADJUSTED  
 BS1327* NAVD 88     -        50.31   (+/-2cm)     165.1    (feet)  VERTCON   
 BS1327  ___________________________________________________________________
 BS1327  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 BS1327  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 BS1327
 BS1327  HORZ ORDER  -  SECOND
 BS1327  VERT ORDER  -  THIRD (See Below)
 BS1327
 BS1327.The horizontal coordinates were established by classical geodetic methods
 BS1327.and adjusted by the National Geodetic Survey in September 1997..
 BS1327
 BS1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1327.The vertical order pertains to the NGVD 29 superseded value.
 BS1327
 BS1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1327
 BS1327.The geoid height was determined by GEOID03.
 BS1327
 BS1327;                    North         East     Units Scale Factor Converg.
 BS1327;SPC GA E     -   196,720.033   213,827.180   MT  0.99990236   +0 04 36.7
 BS1327;SPC GA E     -   645,405.64    701,531.34   sFT  0.99990236   +0 04 36.7
 BS1327;UTM  17      - 3,515,890.417   403,353.935   MT  0.99971520   -0 32 15.0
 BS1327
 BS1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1327!SPC GA E     -   0.99999669  x   0.99990236  =   0.99989905
 BS1327!UTM  17      -   0.99999669  x   0.99971520  =   0.99971189
 BS1327
 BS1327                          SUPERSEDED SURVEY CONTROL
 BS1327
 BS1327  NAD 83(1986)-  31 46 28.07186(N)    082 01 14.44793(W) AD(       ) 2
 BS1327  NGVD 29 (09/27/88)   50.57   (m)          165.9    (f) LEVELING    3  
 BS1327
 BS1327.Superseded values are not recommended for survey control.
 BS1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1327.See file dsdata.txt to determine how the superseded data were derived.
 BS1327
 BS1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR0335415890(NAD 83)
 BS1327_MARKER: DD = SURVEY DISK
 BS1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1327+STABILITY: SURFACE MOTION
 BS1327
 BS1327  HISTORY     - Date     Condition        Report By
 BS1327  HISTORY     - 1984     MONUMENTED       GADT
 BS1327
 BS1327                          STATION DESCRIPTION
 BS1327
 BS1327'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1327'THE STATION IS LOCATED ABOUT 12.25 KM (7.6 MI) NORTH FROM ODUM,
 BS1327'20.15 KM (12.5 MI) SOUTH-SOUTHWEST FROM GLENNVILLE, AND 23 KM (14.3
 BS1327'MI) NORTHWEST FROM JESUP.  OWNERSHIP--STATE RIGHT OF WAY.
 BS1327'
 BS1327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1327'ROUTE 27) AND CHURCH STREET (COUNTY ROAD 90605) AT THE CAUTION LIGHT
 BS1327'IN ODUM, GO NORTH ALONG COUNTY ROAD 90605 FOR 1.6 KM (1 MI) TO THE
 BS1327'JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING NORTH
 BS1327'ALONG COUNTY ROAD 90605 FOR 5.2 KM (3.2 MI) TO A SMALL BRIDGE OVER
 BS1327'A CREEK.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90605 FOR 4.35 KM
 BS1327'(2.7 MI) TO THE JUNCTION OF STATE ROUTE 169 CROSSING.  TURN LEFT
 BS1327'GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 3.3 KM (2.05 MI) TO
 BS1327'THE STATION ON THE RIGHT.
 BS1327'
 BS1327'THE STATION IS A STANDARD GADT DISK
 BS1327'STAMPED---151-214 1984 AZ MK---,
 BS1327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1327'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BS1327'IT IS LOCATED
 BS1327'13.8 METERS (45 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1327'1.27 METERS (4.2 FT) SOUTHWEST FROM A GATE POST,
 BS1327'22.1 METERS (72.5 FT) SOUTHEAST FROM A 24 INCH PECAN TREE,
 BS1327'16.36 METERS (53.6 FT) NORTH-NORTHWEST FROM THE CENTER OF A
 BS1327'CONCRETE WELL BOX PROJECTING 4 FEET ABOVE THE GROUND, AND
 BS1327'0.74 METER (2.4 FT) SOUTH FROM A METAL WITNESS POST.
 BS1327'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1327'STAMPED---151-214 1984 AZ MK---,
 BS1327'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1327'
 BS1327'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BS1327'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1328 ***********************************************************************
 BS1328  DESIGNATION -  BV 151 215
 BS1328  PID         -  BS1328
 BS1328  STATE/COUNTY-  GA/WAYNE
 BS1328  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1328
 BS1328                         *CURRENT SURVEY CONTROL
 BS1328  ___________________________________________________________________
 BS1328* NAD 83(1994)-  31 48 04.78218(N)    082 04 22.79319(W)     ADJUSTED  
 BS1328* NAVD 88     -        55.34   (+/-2cm)     181.6    (feet)  VERTCON   
 BS1328  ___________________________________________________________________
 BS1328  X           -     748,268.520 (meters)                     COMP
 BS1328  Y           -  -5,373,876.820 (meters)                     COMP
 BS1328  Z           -   3,341,742.674 (meters)                     COMP
 BS1328  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 BS1328  ELLIP HEIGHT-          26.00  (meters)          (09/03/97) GPS OBS
 BS1328  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 BS1328
 BS1328  HORZ ORDER  -  FIRST
 BS1328  VERT ORDER  -  THIRD (See Below)
 BS1328  ELLP ORDER  -  FOURTH    CLASS II
 BS1328
 BS1328.The horizontal coordinates were established by GPS observations
 BS1328.and adjusted by the National Geodetic Survey in September 1997..
 BS1328
 BS1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1328.The vertical order pertains to the NGVD 29 superseded value.
 BS1328
 BS1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1328
 BS1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1328
 BS1328.The ellipsoidal height was determined by GPS observations
 BS1328.and is referenced to NAD 83.
 BS1328
 BS1328.The geoid height was determined by GEOID03.
 BS1328
 BS1328;                    North         East     Units Scale Factor Converg.
 BS1328;SPC GA E     -   199,693.169   208,869.183   MT  0.99990097   +0 02 57.7
 BS1328;SPC GA E     -   655,160.01    685,264.98   sFT  0.99990097   +0 02 57.7
 BS1328;UTM  17      - 3,518,916.019   398,429.005   MT  0.99972723   -0 33 55.8
 BS1328
 BS1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1328!SPC GA E     -   0.99999592  x   0.99990097  =   0.99989689
 BS1328!UTM  17      -   0.99999592  x   0.99972723  =   0.99972315
 BS1328
 BS1328|---------------------------------------------------------------------|
 BS1328| PID    Reference Object                     Distance      Geod. Az  |
 BS1328|                                                           dddmmss.s |
 BS1328| CR7905 BV 151 215 RM 1                      24.501 METERS 00655     |
 BS1328| BS1329 BV 151 215 AZ MK                    APPROX. 0.8 KM 0861752.6 |
 BS1328|---------------------------------------------------------------------|
 BS1328
 BS1328                          SUPERSEDED SURVEY CONTROL
 BS1328
 BS1328  NAD 83(1986)-  31 48 04.78669(N)    082 04 22.79884(W) AD(       ) 1
 BS1328  NGVD 29 (09/27/88)   55.59   (m)          182.4    (f) LEVELING    3  
 BS1328
 BS1328.Superseded values are not recommended for survey control.
 BS1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1328.See file dsdata.txt to determine how the superseded data were derived.
 BS1328
 BS1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9842918916(NAD 83)
 BS1328_MARKER: DD = SURVEY DISK
 BS1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1328+STABILITY: SURFACE MOTION
 BS1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1328+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1985
 BS1328
 BS1328  HISTORY     - Date     Condition        Report By
 BS1328  HISTORY     - 1984     MONUMENTED       GADT
 BS1328  HISTORY     - 19850913 GOOD
 BS1328
 BS1328                          STATION DESCRIPTION
 BS1328
 BS1328'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1328'THE STATION IS LOCATED ABOUT 27.8 KM (17.25 MI) NORTHWEST FROM
 BS1328'JESUP, 20.45 KM (12.7 MI) SOUTHWEST FROM GLENNVILLE, AND 32.75 KM
 BS1328'(20.35 MI) NORTH-NORTHWEST FROM LUDOWICI.
 BS1328'OWNERSHIP--STATE RIGHT OF WAY.
 BS1328'
 BS1328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1328'ROUTE 27) AND CHURCH STREET (COUNTY ROAD 90605) AT THE CAUTION
 BS1328'LIGHT IN ODUM, GO NORTH ALONG COUNTY ROAD 90605 FOR 1.6 KM (1 MI)
 BS1328'TO THE JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING
 BS1328'NORTH ALONG COUNTY ROAD 90605 FOR 5 KM (3.2 MI) TO A SMALL BRIDGE
 BS1328'OVER A CREEK.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90605 FOR
 BS1328'4.35 KM (2.7 MI) TO THE JUNCTION OF STATE ROUTE 169 CROSSING.  TURN
 BS1328'LEFT GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 3.45 KM (2.45
 BS1328'MI) TO THE JUNCTION OF COUNTY ROAD 51 (NEW HOPE ROAD) TO THE RIGHT.
 BS1328'CONTINUE GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 4.75 KM
 BS1328'(2.95 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 BS1328'NORTHWEST ALONG STATE ROUTE 169 FOR 0.65 KM (0.4 MI) TO THE STATION
 BS1328'ON THE LEFT.
 BS1328'
 BS1328'THE STATION IS A STANDARD GADT DISK STAMPED---151-215 1984---, SET
 BS1328'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER AND
 BS1328'RECESSED 10.2 CM BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED
 BS1328'13.3 METERS (43.6 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1328'21.2 METERS (69.5 FT) EAST FROM AN UNDERGROUND TELEPHONE CABLE
 BS1328'PEDESTAL ON THE SOUTH SIDE OF THE HIGHWAY, 37.4 METERS (122.7 FT)
 BS1328'SOUTHWEST FROM AN UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE NORTH
 BS1328'SIDE OF THE HIGHWAY,119.2 METERS (391.00 FT) SOUTHEAST FROM THE
 BS1328'POINT OF INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND COUNTY
 BS1328'ROAD 59, AND 0.89 METER (2.9 FT) WEST FROM A METAL WITNESS POST.
 BS1328'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---151-215
 BS1328'1984---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 BS1328'SURFACE OF THE GROUND.
 BS1328'
 BS1328'REFERENCE MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-215 1984
 BS1328'RM 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BS1328'DIAMETER AND RECESSED 5.1 CM BELOW THE SURFACE.  IT IS LOCATED
 BS1328'11 METERS (36 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1328'24.4 METERS (80 FT) WEST FROM THE UNDERGROUND TELEPHONE CABLE
 BS1328'PEDESTAL ON THE NORTH SIDE OF THE HIGHWAY, 34.6 METERS (113.5 FT)
 BS1328'NORTHEAST FROM THE UNDERGROUND TELEPHONE CABLE PEDESTAL ON THE
 BS1328'SOUTH SIDE OF THE HIGHWAY AND 0.71 METER (2.3 FT) SOUTH FROM A METAL
 BS1328'WITNESS POST.
 BS1328'
 BS1328'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK STAMPED---151-215 1984
 BS1328'AZ MK---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 BS1328'DIAMETER AND RECESSED 12.7 CM BELOW THE SURFACE OF THE GROUND.
 BS1328'IT IS LOCATED 14 METERS (46 FT) NORTHEAST FROM THE CENTERLINE
 BS1328'OF THE HIGHWAY, 23.8 METERS (78 FT) NORTHEAST FROM THE SOUTH
 BS1328'END OF A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY  TO THE SOUTH,
 BS1328'21.35 METERS (70 FT) NORTH FROM THE NORTH END OF A 15 INCH CONCRETE
 BS1328'PIPE UNDER ANOTHER DRIVEWAY TO THE SOUTH, AND 0.82 METER (2.6 FT)
 BS1328'NORTHWEST FROM A METAL WITNESS POST.  THE UNDERGROUND AZIMUTH MARK
 BS1328'IS A STANDARD GADT DISK STAMPED---151-215 1984 AZ MK---, SET IN AN
 BS1328'IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE OF THE
 BS1328'GROUND.
 BS1328'
 BS1328'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BS1328'
 BS1328'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BS1328'
 BS1328'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BS1328'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BS1328'
 BS1328'DESCRIBED BY T.B. KNIGHT.
 BS1328
 BS1328                          STATION RECOVERY (1985)
 BS1328
 BS1328'RECOVERED 1985
 BS1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1329 ***********************************************************************
 BS1329  DESIGNATION -  BV 151 215 AZ MK
 BS1329  PID         -  BS1329
 BS1329  STATE/COUNTY-  GA/WAYNE
 BS1329  USGS QUAD   -  ALTAMAHA SE (1970)
 BS1329
 BS1329                         *CURRENT SURVEY CONTROL
 BS1329  ___________________________________________________________________
 BS1329* NAD 83(1994)-  31 48 06.35416(N)    082 03 54.32894(W)     ADJUSTED  
 BS1329* NAVD 88     -        54.95   (+/-2cm)     180.3    (feet)  VERTCON   
 BS1329  ___________________________________________________________________
 BS1329  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 BS1329  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BS1329
 BS1329  HORZ ORDER  -  SECOND
 BS1329  VERT ORDER  -  THIRD (See Below)
 BS1329
 BS1329.The horizontal coordinates were established by classical geodetic methods
 BS1329.and adjusted by the National Geodetic Survey in September 1997..
 BS1329
 BS1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1329.The vertical order pertains to the NGVD 29 superseded value.
 BS1329
 BS1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1329
 BS1329.The geoid height was determined by GEOID03.
 BS1329
 BS1329;                    North         East     Units Scale Factor Converg.
 BS1329;SPC GA E     -   199,742.255   209,617.802   MT  0.99990114   +0 03 12.7
 BS1329;SPC GA E     -   655,321.05    687,721.07   sFT  0.99990114   +0 03 12.7
 BS1329;UTM  17      - 3,518,957.062   399,177.977   MT  0.99972537   -0 33 40.8
 BS1329
 BS1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1329!SPC GA E     -   0.99999595  x   0.99990114  =   0.99989709
 BS1329!UTM  17      -   0.99999595  x   0.99972537  =   0.99972132
 BS1329
 BS1329                          SUPERSEDED SURVEY CONTROL
 BS1329
 BS1329  NAD 83(1986)-  31 48 06.35796(N)    082 03 54.33455(W) AD(       ) 2
 BS1329  NGVD 29 (09/27/88)   55.20   (m)          181.1    (f) LEVELING    3  
 BS1329
 BS1329.Superseded values are not recommended for survey control.
 BS1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1329.See file dsdata.txt to determine how the superseded data were derived.
 BS1329
 BS1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9917818957(NAD 83)
 BS1329_MARKER: DD = SURVEY DISK
 BS1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1329+STABILITY: SURFACE MOTION
 BS1329
 BS1329  HISTORY     - Date     Condition        Report By
 BS1329  HISTORY     - 1984     MONUMENTED       GADT
 BS1329
 BS1329                          STATION DESCRIPTION
 BS1329
 BS1329'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1329'THE STATION IS LOCATED ABOUT 27.8 KM (17.25 MI) NORTHWEST FROM
 BS1329'JESUP, 20.45 KM (12.7 MI) SOUTHWEST FROM GLENNVILLE, AND 32.75 KM
 BS1329'(20.35 MI) NORTH-NORTHWEST FROM LUDOWICI.  OWNERSHIP--STATE RIGHT
 BS1329'OF WAY.
 BS1329'
 BS1329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 (STATE
 BS1329'ROUTE 27) AND CHURCH STREET (COUNTY ROAD 90605) AT THE CAUTION
 BS1329'LIGHT IN ODUM, GO NORTH ALONG COUNTY ROAD 90605 FOR 1.6 KM (1 MI)
 BS1329'TO THE JUNCTION OF PAVED COUNTY ROAD 73 CROSSING.  CONTINUE GOING
 BS1329'NORTH ALONG COUNTY ROAD 90605 FOR 5 KM (3.2 MI) TO A SMALL BRIDGE
 BS1329'OVER A CREEK.  CONTINUE GOING NORTH ALONG COUNTY ROAD 90605 FOR 4.35
 BS1329'KM (2.7 MI) TO THE JUNCTION OF STATE ROUTE 169 CROSSING.  TURN LEFT
 BS1329'GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 3.45 KM (2.45 MI) TO
 BS1329'THE JUNCTION OF COUNTY ROAD 51 (NEW HOPE ROAD) TO THE RIGHT.
 BS1329'CONTINUE GOING NORTHWESTERLY ALONG STATE ROUTE 169 FOR 4.75 KM
 BS1329'(2.95 MI) TO THE STATION ON THE RIGHT.
 BS1329'
 BS1329'THE STATION IS A STANDARD GADT DISK
 BS1329'STAMPED---151-215 1984 AZ MK---,
 BS1329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1329'AND RECESSED 12.7 CM BELOW THE SURFACE OF THE GROUND.
 BS1329'IT IS LOCATED
 BS1329'14 METERS (46 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BS1329'34.8 METERS (78 FT) NORTHEAST FROM THE SOUTH END OF A 15 INCH
 BS1329'CONCRETE PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BS1329'21.35 METERS (70 FT) NORTH FROM THE NORTH END OF A 15 INCH CONCRETE
 BS1329'PIPE UNDER ANOTHER DRIVEWAY TO THE SOUTH, AND
 BS1329'0.82 METER (2.6 FT) NORTHWEST FROM A METAL WITNESS POST.
 BS1329'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1329'STAMPED---151-215 1984 AZ MK---,
 BS1329'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1329'
 BS1329'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BS1329'GEIRGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1330 ***********************************************************************
 BS1330  DESIGNATION -  BV 151 216
 BS1330  PID         -  BS1330
 BS1330  STATE/COUNTY-  GA/WAYNE
 BS1330  USGS QUAD   -  ODUM (1988)
 BS1330
 BS1330                         *CURRENT SURVEY CONTROL
 BS1330  ___________________________________________________________________
 BS1330* NAD 83(1994)-  31 40 30.39521(N)    082 04 20.90560(W)     ADJUSTED  
 BS1330* NAVD 88     -        47.11   (+/-2cm)     154.6    (feet)  VERTCON   
 BS1330  ___________________________________________________________________
 BS1330  X           -     749,332.142 (meters)                     COMP
 BS1330  Y           -  -5,381,154.969 (meters)                     COMP
 BS1330  Z           -   3,329,835.856 (meters)                     COMP
 BS1330  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 BS1330  ELLIP HEIGHT-          17.93  (meters)          (09/03/97) GPS OBS
 BS1330  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 BS1330
 BS1330  HORZ ORDER  -  FIRST
 BS1330  VERT ORDER  -  THIRD (See Below)
 BS1330  ELLP ORDER  -  FOURTH    CLASS II
 BS1330
 BS1330.The horizontal coordinates were established by GPS observations
 BS1330.and adjusted by the National Geodetic Survey in September 1997..
 BS1330
 BS1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1330.The vertical order pertains to the NGVD 29 superseded value.
 BS1330
 BS1330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1330
 BS1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1330
 BS1330.The ellipsoidal height was determined by GPS observations
 BS1330.and is referenced to NAD 83.
 BS1330
 BS1330.The geoid height was determined by GEOID03.
 BS1330
 BS1330;                    North         East     Units Scale Factor Converg.
 BS1330;SPC GA E     -   185,699.202   208,930.932   MT  0.99990098   +0 02 58.1
 BS1330;SPC GA E     -   609,248.13    685,467.57   sFT  0.99990098   +0 02 58.1
 BS1330;UTM  17      - 3,504,924.623   398,340.864   MT  0.99972746   -0 33 47.5
 BS1330
 BS1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1330!SPC GA E     -   0.99999718  x   0.99990098  =   0.99989816
 BS1330!UTM  17      -   0.99999718  x   0.99972746  =   0.99972465
 BS1330
 BS1330|---------------------------------------------------------------------|
 BS1330| PID    Reference Object                     Distance      Geod. Az  |
 BS1330|                                                           dddmmss.s |
 BS1330| BS0137 M 269                               169.456 METERS 10919     |
 BS1330| CR7906 BV 151 216 RM 1                      14.777 METERS 24740     |
 BS1330| BS1331 BV 151 216 AZ MK                    APPROX. 1.0 KM 2895825.5 |
 BS1330|---------------------------------------------------------------------|
 BS1330
 BS1330                          SUPERSEDED SURVEY CONTROL
 BS1330
 BS1330  NAD 83(1986)-  31 40 30.39736(N)    082 04 20.91261(W) AD(       ) 1
 BS1330  NGVD 29 (09/27/88)   47.37   (m)          155.4    (f) LEVELING    3  
 BS1330
 BS1330.Superseded values are not recommended for survey control.
 BS1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1330.See file dsdata.txt to determine how the superseded data were derived.
 BS1330
 BS1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9834104925(NAD 83)
 BS1330_MARKER: DD = SURVEY DISK
 BS1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1330+STABILITY: SURFACE MOTION
 BS1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1330+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1987
 BS1330
 BS1330  HISTORY     - Date     Condition        Report By
 BS1330  HISTORY     - 1984     MONUMENTED       GADT
 BS1330  HISTORY     - 19850829 GOOD
 BS1330  HISTORY     - 19870108 GOOD
 BS1330
 BS1330                          STATION DESCRIPTION
 BS1330
 BS1330'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1330'THE STATION IS LOCATED 4.35 KM (2.7 MI) WEST-NORTHWEST FROM ODUM,
 BS1330'19.3 KM (12 MI) WEST-NORTHWEST FROM JESUP, AND 31.55 KM (19.6 MI)
 BS1330'WEST FROM LUDOWICI.
 BS1330'OWNERSHIP--STATE RIGHT OF WAY.
 BS1330'
 BS1330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 AND
 BS1330'CHURCH STREET (COUNTY ROAD 90605) AT THE BLINKING CAUTION LIGHT IN
 BS1330'ODUM, GO NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.15 KM (0.7 MI) TO A
 BS1330'CONCRETE BRIDGE OVER SATILLA CREEK.  CONTINUE GOING NORTHWEST ALONG
 BS1330'U.S. HIGHWAY 341 FOR 3.05 KM (1.9 MI) TO THE JUNCTION OF DIRT
 BS1330'COUNTY ROAD 81 AND BENCH MARK M 269 ON THE LEFT.  CONTINUE GOING
 BS1330'NORTHWEST ALONG U.S. HIGHWAY 341 FOR 0.15 KM (0.1 MI) TO MILE POST
 BS1330'4 AND THE STATION ON THE LEFT.
 BS1330'
 BS1330'THE STATION IS A STANDARD GADT DISK
 BS1330'STAMPED---151-216 1984---,
 BS1330'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1330'AND RECESSED 2.54 CM BELOW THE SURFACE OF THE GROUND.
 BS1330'IT IS LOCATED
 BS1330'6.4 METERS (21 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BS1330'HIGHWAY,
 BS1330'4.8 METERS (19.3 FT) NORTH FROM THE WEST END OF A 24 INCH CONCRETE
 BS1330'PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BS1330'4.89 METERS (16 FT) SOUTHEAST FROM MILE POST 4,
 BS1330'10.59 METERS (35.7 FT) NORTH-NORTHEAST FROM A WOODEN FENCELINE, AND
 BS1330'0.66 METER (2.2 FT) NORTH FROM A METAL WITNESS POST.
 BS1330'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1330'STAMPED---151-216 1984---,
 BS1330'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1330'
 BS1330'REFERENCE MARK NO 1 IS A STANDARD GADT DISK
 BS1330'STAMPED---151-216 1984 RM 1---,
 BS1330'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1330'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BS1330'IT IS LOCATED
 BS1330'16.2 METERS (53 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 BS1330'HIGHWAY,
 BS1330'11.44 METERS (37.5 FT) SOUTHWEST FROM MILE POST NO 4,
 BS1330'13.97 METERS (45.8 FT) WEST FROM THE WEST END OF THE PIPE UNDER THE
 BS1330'DRIVEWAY TO THE SOUTH,
 BS1330'0.61 METER (2 FT) NORTH FROM A WOOD FENCELINE, AND
 BS1330'0.77 METER (2.4 FT) NORTHWEST FROM A METAL WITNESS POST.
 BS1330'
 BS1330'AZIMUTH MARK NO 1 IS A STANDARD GADT DISK
 BS1330'STAMPED---151-216 1984 AZ MK---,
 BS1330'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1330'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BS1330'IT IS LOCATED
 BS1330'13.3 METERS (43.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BS1330'HIGHWAY,
 BS1330'19.82 METERS (65 FT) NORTH-NORTHWEST FROM THE POINT OF INTERSECTION
 BS1330'OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 122,
 BS1330'3.99 METERS (13 FT) WEST FROM A POWER POLE, AND
 BS1330'0.67 METER (2.2 FT) EAST FROM A METAL WITNESS POST.
 BS1330'THE UNDERGROUND AZIMUTH MARK IS A STANDARD GADT DISK
 BS1330'STAMPED---151-216 1984 AZ MK---,
 BS1330'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1330'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED WESTERLY ALONG
 BS1330'U.S. HIGHWAY 341 FOR 1.3 KM (0.8 MI) TO THE JUNCTION OF DIRT COUNTY
 BS1330'ROAD 122 TO THE LEFT AND THE AZIMUTH MARK ON THE RIGHT NEAR A POWER
 BS1330'POLE.
 BS1330'
 BS1330'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BS1330'
 BS1330'THE STATION WAS OCCUPIED BY GLOBAL POSITIONING SYSTEM.
 BS1330'
 BS1330'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE
 BS1330'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 BS1330'
 BS1330'DESCRIBED BY T.B. KNIGHT.
 BS1330
 BS1330                          STATION RECOVERY (1985)
 BS1330
 BS1330'RECOVERED 1985
 BS1330'RECOVERED IN GOOD CONDITION.
 BS1330
 BS1330                          STATION RECOVERY (1987)
 BS1330
 BS1330'RECOVERED 1987
 BS1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1331 ***********************************************************************
 BS1331  DESIGNATION -  BV 151 216 AZ MK
 BS1331  PID         -  BS1331
 BS1331  STATE/COUNTY-  GA/WAYNE
 BS1331  USGS QUAD   -  ODUM (1988)
 BS1331
 BS1331                         *CURRENT SURVEY CONTROL
 BS1331  ___________________________________________________________________
 BS1331* NAD 83(1994)-  31 40 41.41513(N)    082 04 56.36536(W)     ADJUSTED  
 BS1331* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 BS1331  ___________________________________________________________________
 BS1331  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 BS1331  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 BS1331
 BS1331  HORZ ORDER  -  SECOND
 BS1331
 BS1331.The horizontal coordinates were established by classical geodetic methods
 BS1331.and adjusted by the National Geodetic Survey in September 1997..
 BS1331
 BS1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1331
 BS1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1331
 BS1331.The geoid height was determined by GEOID03.
 BS1331
 BS1331;                    North         East     Units Scale Factor Converg.
 BS1331;SPC GA E     -   186,037.821   207,996.745   MT  0.99990079   +0 02 39.5
 BS1331;SPC GA E     -   610,359.08    682,402.65   sFT  0.99990079   +0 02 39.5
 BS1331;UTM  17      - 3,505,273.153   397,410.511   MT  0.99972980   -0 34 06.3
 BS1331
 BS1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1331!SPC GA E     -   0.99999713  x   0.99990079  =   0.99989793
 BS1331!UTM  17      -   0.99999713  x   0.99972980  =   0.99972694
 BS1331
 BS1331                          SUPERSEDED SURVEY CONTROL
 BS1331
 BS1331  NAD 83(1986)-  31 40 41.41812(N)    082 04 56.37200(W) AD(       ) 2
 BS1331  NGVD 29 (09/27/88)   47.5    (m)          156.     (f) VERT ANG       
 BS1331
 BS1331.Superseded values are not recommended for survey control.
 BS1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1331.See file dsdata.txt to determine how the superseded data were derived.
 BS1331
 BS1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9741105273(NAD 83)
 BS1331_MARKER: DD = SURVEY DISK
 BS1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1331+STABILITY: SURFACE MOTION
 BS1331
 BS1331  HISTORY     - Date     Condition        Report By
 BS1331  HISTORY     - 1984     MONUMENTED       GADT
 BS1331
 BS1331                          STATION DESCRIPTION
 BS1331
 BS1331'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BS1331'THE STATION IS LOCATED ABOUT 4.35 KM (2.7 MI) EAST-SOUTHEAST FROM
 BS1331'ODUM, 19.3 KM (12 MI) WEST-NORTHWEST FROM JESUP, AND 31.55 KM (19.6
 BS1331'MI) WEST FROM LUDOWICI.  OWNERSHIP--STATE RIGHT OF WAY.
 BS1331'
 BS1331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 341 AND
 BS1331'CHURCH STREET (COUNTY ROAD 90605) AT THE BLINKING CAUTION LIGHT IN
 BS1331'ODUM, GO NORTHWEST ALONG U.S. HIGHWAY 341 FOR 1.15 KM (0.7 MI) TO A
 BS1331'CONCRETE BRICGE OVER SATILLA CREEK.  CONTINUE GOING NORTHWEST ALONG
 BS1331'U.S. HIGHWAY 341 FOR 3.05 KM (1.9 MI) TO THE JUNCTION OF DIRT COUNTY
 BS1331'ROAD 81 AND BENCH MARK M 269 ON THE LEFT.  CONTINUE GOING NORTHWEST
 BS1331'ALONG U.S. HIGHWAY 341 FOR 0.15 KM (0.1 MI) TO MILE POST 4.
 BS1331'CONTINUE GOING WESTERLY ALONG U.S. HIGHWAY 341 FOR 1.3 KM (0.8 MI)
 BS1331'TO THE JUNCTION OF DIRT COUNTY ROAD 122 TO THE LEFT AND THE STATION
 BS1331'ON THE RIGHT NEAR A POWER POLE.
 BS1331'
 BS1331'THE STATION IS A STANDARD GADT DISK
 BS1331'STAMPED---151-216 1984 AZ MK---,
 BS1331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BS1331'AND RECESSED 5.08 CM BELOW THE SURFACE OF THE GROUND.
 BS1331'IT IS LOCATED
 BS1331'13.3 METERS (43.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 BS1331'HIGHWAY,
 BS1331'19.82 METERS (65 FT) NORTH-NORTHWEST FROM THE POINT OF INTERSECTION
 BS1331'OF THE CENTERLINES OF THE HIGHWAY AND COUNTY ROAD 122,
 BS1331'3.99 METERS (13 FT) WEST FROM A POWER POLE, AND
 BS1331'0.67 METER (2.2 FT) EAST FROM A METAL WITNESS POST.
 BS1331'THE UNDERGROUND STATION IS A STANDARD GADT DISK
 BS1331'STAMPED---151-216 1984 AZ MK---,
 BS1331'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE.
 BS1331'
 BS1331'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP WAYNE COUNTY
 BS1331'GEORGIA 1976.  REVISED AUGUST 1976.  DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1667 ***********************************************************************
 BS1667  DESIGNATION -  BV 151 217
 BS1667  PID         -  BS1667
 BS1667  STATE/COUNTY-  GA/WAYNE
 BS1667  USGS QUAD   -  ODUM (1988)
 BS1667
 BS1667                         *CURRENT SURVEY CONTROL
 BS1667  ___________________________________________________________________
 BS1667* NAD 83(1994)-  31 41 11.33672(N)    082 07 01.69145(W)     ADJUSTED  
 BS1667* NAVD 88     -        49.94   (+/-2cm)     163.8    (feet)  VERTCON   
 BS1667  ___________________________________________________________________
 BS1667  X           -     745,046.755 (meters)                     COMP
 BS1667  Y           -  -5,381,083.915 (meters)                     COMP
 BS1667  Z           -   3,330,910.508 (meters)                     COMP
 BS1667  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 BS1667  ELLIP HEIGHT-          20.87  (meters)          (09/03/97) GPS OBS
 BS1667  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 BS1667
 BS1667  HORZ ORDER  -  FIRST
 BS1667  VERT ORDER  -  THIRD (See Below)
 BS1667  ELLP ORDER  -  FOURTH    CLASS II
 BS1667
 BS1667.The horizontal coordinates were established by GPS observations
 BS1667.and adjusted by the National Geodetic Survey in September 1997..
 BS1667
 BS1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1667.The vertical order pertains to the NGVD 29 superseded value.
 BS1667
 BS1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS1667
 BS1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1667
 BS1667.The ellipsoidal height was determined by GPS observations
 BS1667.and is referenced to NAD 83.
 BS1667
 BS1667.The geoid height was determined by GEOID03.
 BS1667
 BS1667;                    North         East     Units Scale Factor Converg.
 BS1667;SPC GA E     -   186,957.300   204,695.646   MT  0.99990027   +0 01 33.7
 BS1667;SPC GA E     -   613,375.74    671,572.30   sFT  0.99990027   +0 01 33.7
 BS1667;UTM  17      - 3,506,227.725   394,119.983   MT  0.99973826   -0 35 12.7
 BS1667
 BS1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1667!SPC GA E     -   0.99999672  x   0.99990027  =   0.99989699
 BS1667!UTM  17      -   0.99999672  x   0.99973826  =   0.99973498
 BS1667
 BS1667:                Primary Azimuth Mark                     Grid Az
 BS1667:SPC GA E     -  DANIELS TEMP 1                           025 45 12.0
 BS1667:UTM  17      -  DANIELS TEMP 1                           026 21 58.4
 BS1667
 BS1667|---------------------------------------------------------------------|
 BS1667| PID    Reference Object                     Distance      Geod. Az  |
 BS1667|                                                           dddmmss.s |
 BS1667| BS1669 DANIELS TEMP 1                      468.919 METERS 0254645.7 |
 BS1667| BS1668 BV 151 217 AZ MK                    APPROX. 0.8 KM 2070655.7 |
 BS1667|---------------------------------------------------------------------|
 BS1667
 BS1667                          SUPERSEDED SURVEY CONTROL
 BS1667
 BS1667  NAD 83(1986)-  31 41 11.34011(N)    082 07 01.69784(W) AD(       ) 1
 BS1667  NGVD 29 (12/08/88)   50.20   (m)          164.7    (f) LEVELING    3  
 BS1667
 BS1667.Superseded values are not recommended for survey control.
 BS1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1667.See file dsdata.txt to determine how the superseded data were derived.
 BS1667
 BS1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9412006228(NAD 83)
 BS1667_MARKER: DD = SURVEY DISK
 BS1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1667+STABILITY: SURFACE MOTION
 BS1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS1667+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1987
 BS1667
 BS1667  HISTORY     - Date     Condition        Report By
 BS1667  HISTORY     - 1985     MONUMENTED       GADT
 BS1667  HISTORY     - 19870108 GOOD
 BS1667
 BS1667                          STATION DESCRIPTION
 BS1667
 BS1667'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1667'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF THE ROAD LEADING TO
 BS1667'THE WAYNE COUNTY CORRECTIONAL INSTITUTE APPROXIMATELY 8.7 KM
 BS1667'NORTHWEST OF ODUM AND 8.8 KM (5.5 MI) SOUTHEAST OF SURRENCY.
 BS1667'OWNWERSHIP--COUNTY RIGHT OF WAY.
 BS1667'
 BS1667'TO REACH THE STATION FROM THE FLASHING RED LIGHT AT THE JUNCTION OF
 BS1667'U.S. HIGHWAY 341 AND STATE ROUTE 121 IN SURRENCY GO SOUTHEAST ON THE
 BS1667'U.S. HIGHWAY FOR 6.9 KM (4.3 MI) TO THE NORTH END OF A HIGH BRIDGE
 BS1667'OVER THE SOUTHERN RAILROAD.  CONTINUE AHEAD FOR 2.6 KM (1.6 MI) TO
 BS1667'THE WAYNE CORRECTIONAL INSTITUTE ON THE RIGHT AND A SAND ROAD TO
 BS1667'BRENTWOOD ON THE LEFT.  TURN RIGHT FOR 0.16 KM (0.1 MI) TO A HIGH
 BS1667'TENSION CABLE RIGHT OF WAY AND THE STATION ON THE LEFT UNDER THE
 BS1667'SECOND WIRE FROM THE NORTH.
 BS1667'
 BS1667'THE STATION IS A STANDARD GADT DISK STAMPED---151-217 1985---, SET
 BS1667'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.0 CM IN DIAMETER FLUSH
 BS1667'WITH THE GROUND.  IT IS LOCATED 28.6 METERS (93.8 FT) NORTH
 BS1667'NORTHEAST FROM A STOP SIGN AHEAD SIGN, 5.30 METERS (16.5 FT)
 BS1667'SOUTHEAST FROM THE CENTERLINE OF THE ROAD, AND 1.10 METERS (3.6 FT)
 BS1667'NORTH NORTHWEST FROM A METAL WITNESS POST.
 BS1667'THE UNDERGROUND STATION IS A STANDARD GADT DISK STAMPED---
 BS1667'---151-217 1985--- SET IN AN IRREGULAR MASS OF CONCRETE 0.9 METERS
 BS1667'BELOW THE SURFACE.
 BS1667'
 BS1667'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 BS1667'STAMPED---151-217 AZ MK 1985---,
 BS1667'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 BS1667'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 BS1667'14.8 METERS (48.7 FT) NORTHWEST FROM THE CENTERLINE OF THE PAVED
 BS1667'ROAD,
 BS1667'12.2 METERS (40.0 FT) NORTHEAST FROM THE CENTER OF A WOODS ROAD,
 BS1667'3.78 METERS (12.4 FT) NORTH-NORTHEAST FROM A 26 CM SYCAMORE TREE
 BS1667'AND,
 BS1667'1.46 METERS (4.8 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BS1667'TO REACH THE AZIMUTH FROM THE STATION,
 BS1667'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 BS1667'0.8 KM (0.5 MI) ON THE COUNTY PAVED ROAD
 BS1667'TO THE STATION ON THE RIGHT AT A WOODS ROAD.
 BS1667'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 BS1667'STAMPED---151-217 AZ MK 1985------,
 BS1667'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 BS1667'
 BS1667'DESCRIBED BY B. PUTZIGER.
 BS1667
 BS1667                          STATION RECOVERY (1987)
 BS1667
 BS1667'RECOVERED 1987
 BS1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1668 ***********************************************************************
 BS1668  DESIGNATION -  BV 151 217 AZ MK
 BS1668  PID         -  BS1668
 BS1668  STATE/COUNTY-  GA/WAYNE
 BS1668  USGS QUAD   -  ODUM (1988)
 BS1668
 BS1668                         *CURRENT SURVEY CONTROL
 BS1668  ___________________________________________________________________
 BS1668* NAD 83(1994)-  31 40 47.04060(N)    082 07 16.23991(W)     ADJUSTED  
 BS1668* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 BS1668  ___________________________________________________________________
 BS1668  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 BS1668  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 BS1668
 BS1668  HORZ ORDER  -  SECOND
 BS1668
 BS1668.The horizontal coordinates were established by classical geodetic methods
 BS1668.and adjusted by the National Geodetic Survey in September 1997..
 BS1668
 BS1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1668
 BS1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1668
 BS1668.The geoid height was determined by GEOID03.
 BS1668
 BS1668;                    North         East     Units Scale Factor Converg.
 BS1668;SPC GA E     -   186,208.878   204,312.833   MT  0.99990023   +0 01 26.0
 BS1668;SPC GA E     -   610,920.29    670,316.35   sFT  0.99990023   +0 01 26.0
 BS1668;UTM  17      - 3,505,483.561   393,729.250   MT  0.99973929   -0 35 19.9
 BS1668
 BS1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1668!SPC GA E     -   0.99999687  x   0.99990023  =   0.99989710
 BS1668!UTM  17      -   0.99999687  x   0.99973929  =   0.99973616
 BS1668
 BS1668                          SUPERSEDED SURVEY CONTROL
 BS1668
 BS1668  NAD 83(1986)-  31 40 47.04409(N)    082 07 16.24658(W) AD(       ) 2
 BS1668  NGVD 29 (12/08/88)   49.1    (m)          161.     (f) VERT ANG       
 BS1668
 BS1668.Superseded values are not recommended for survey control.
 BS1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1668.See file dsdata.txt to determine how the superseded data were derived.
 BS1668
 BS1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR9372905484(NAD 83)
 BS1668_MARKER: DD = SURVEY DISK
 BS1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BS1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1668+STABILITY: SURFACE MOTION
 BS1668
 BS1668  HISTORY     - Date     Condition        Report By
 BS1668  HISTORY     - 1985     MONUMENTED       GADT
 BS1668
 BS1668                          STATION DESCRIPTION
 BS1668
 BS1668'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 BS1668'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE ROAD LEADING
 BS1668'TO THE WAYNE COUNTY CORRECTIONAL INSTITUTE APPROXIMATELY 8.7 KM
 BS1668'(5.4 MI) NORTHWEST OF ODUM AND 8.8 KM (5.5 MI) SOUTHEAST OF
 BS1668'SURRENCY, ON THE ROAD RIGHT OF WAY
 BS1668'
 BS1668'TO REACH THE STATION FROM THE FLASHING LIGHT AT THE JUNCTION OF
 BS1668'U.S. HIGHWAY 341 AND STATE ROUTE 121 IN SURRENCY GO SOUTHEAST ON THE
 BS1668'U.S. HIGHWAY FOR 6.9 KM (4.3 MI) TO THE NORTH END OF A HIGH BRIDGE
 BS1668'OVER THE SOUTHERN RAILWAY.  CONTINUE AHEAD FOR 2.6 KM (1.6 MI) TO
 BS1668'THE WAYNE CORRECTIONAL INSTITUTE ON THE RIGHT AND THE SAND ROAD TO
 BS1668'BRENTWOOD ON THE LEFT.  TURN RIGHT FOR 0.95 KM (0.65 MI) TO A WOODS
 BS1668'ROAD RIGHT AND THE STATION.
 BS1668'
 BS1668'THE STATION IS A STANDARD GADT DISK STAMPED---151-217 AZ MK 1985---
 BS1668'SET IN A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE
 BS1668'GROUND.  IT IS LOCATED 14.8 METERS (48.7 FT) NORTHWEST OF THE
 BS1668'CENTERLINE OF THE PAVED ROAD, 12.2 METERS (40.0 FT) NORTHEAST OF THE
 BS1668'CENTER OF THE WOODS ROAD, 3.8 METERS (12.4 FT) NORTH NORTHEAST OF A
 BS1668'26 CM SYCAMORE TREE AND 1.46 METERS (4.8 FT) NORTH NORTHWEST OF A
 BS1668'METAL WITNESS POST.
 BS1668'
 BS1668'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1874 ***********************************************************************
 CM1874  DESIGNATION -  BV 152 200 GAHD 1973
 CM1874  PID         -  CM1874
 CM1874  STATE/COUNTY-  GA/STEWART
 CM1874  USGS QUAD   -  BROOKLYN (1973)
 CM1874
 CM1874                         *CURRENT SURVEY CONTROL
 CM1874  ___________________________________________________________________
 CM1874* NAD 83(1994)-  32 12 49.76282(N)    084 38 26.44306(W)     ADJUSTED  
 CM1874* NAVD 88     -       197.7    (meters)     649.     (feet)  VERTCON   
 CM1874  ___________________________________________________________________
 CM1874  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CM1874  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CM1874
 CM1874  HORZ ORDER  -  SECOND
 CM1874
 CM1874.The horizontal coordinates were established by classical geodetic methods
 CM1874.and adjusted by the National Geodetic Survey in September 1997..
 CM1874
 CM1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1874
 CM1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1874
 CM1874.The geoid height was determined by GEOID03.
 CM1874
 CM1874;                    North         East     Units Scale Factor Converg.
 CM1874;SPC GA W     -   245,523.573   655,317.626   MT  0.99992461   -0 15 09.7
 CM1874;SPC GA W     -   805,521.92  2,149,987.91   sFT  0.99992461   -0 15 09.7
 CM1874;UTM  16      - 3,566,578.126   722,359.122   MT  1.00020978   +1 15 29.6
 CM1874
 CM1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1874!SPC GA W     -   0.99997307  x   0.99992461  =   0.99989768
 CM1874!UTM  16      -   0.99997307  x   1.00020978  =   1.00018284
 CM1874
 CM1874:                Primary Azimuth Mark                     Grid Az
 CM1874:SPC GA W     -  BROOKLYN S GA GAS MICROWAVE              241 47 27.6
 CM1874:UTM  16      -  BROOKLYN S GA GAS MICROWAVE              240 16 48.3
 CM1874
 CM1874|---------------------------------------------------------------------|
 CM1874| PID    Reference Object                     Distance      Geod. Az  |
 CM1874|                                                           dddmmss.s |
 CM1874| CM1871 BROOKLYN S GA GAS MICROWAVE         APPROX. 6.2 KM 2413217.9 |
 CM1874| CM1852 RENFROE RESET                       APPROX. 6.4 KM 2862207.0 |
 CM1874|---------------------------------------------------------------------|
 CM1874
 CM1874                          SUPERSEDED SURVEY CONTROL
 CM1874
 CM1874  NAD 83(1994)-  32 12 49.76769(N)    084 38 26.44253(W) AD(       ) 2
 CM1874  NAD 83(1986)-  32 12 49.76776(N)    084 38 26.44267(W) AD(       ) 2
 CM1874  NAD 27      -  32 12 49.21570(N)    084 38 26.73449(W) AD(       ) 2
 CM1874  NGVD 29 (07/19/86)  197.7    (m)          649.     (f) VERT ANG       
 CM1874
 CM1874.Superseded values are not recommended for survey control.
 CM1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1874.See file dsdata.txt to determine how the superseded data were derived.
 CM1874
 CM1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2235966578(NAD 83)
 CM1874_MARKER: DD = SURVEY DISK
 CM1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1874+STABILITY: SURFACE MOTION
 CM1874
 CM1874  HISTORY     - Date     Condition        Report By
 CM1874  HISTORY     - 1973     MONUMENTED       GADT
 CM1874
 CM1874                          STATION DESCRIPTION
 CM1874
 CM1874'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1874'THE STATION IS APPROXIMATELY 4.3 MILES SOUTHEAST OF RENFROE,
 CM1874'8.6 MILES NORTHEAST OF RICHLAND, AND 10.3 MILES SOUTHWEST OF
 CM1874'BUENA VISTA AND ON THE PROPERTY OF GEORGIA KRAFT.
 CM1874'
 CM1874'TO REACH THE STATION FROM THE INTERSECTION OF GA. 3 AND GA. 27
 CM1874'IN AMERICUS, GO WEST ALONG GA. 27 FOR 18.90 MILES TO THE CENTER
 CM1874'OF THE FIRST BRIDGE OVER KINCHAFOONEE CREEK, CONTINUE WEST ON
 CM1874'GA. 27 FOR 4.05 MILES TO PAVED COUNTY ROAD NO. S-642 ON THE
 CM1874'RIGHT, TURN RIGHT AND GO NORTHWEST ON THE PAVED ROAD FOR 2.12
 CM1874'MILES TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 53 ON THE LEFT,
 CM1874'TURN LEFT AND GO NORTHWEST ON THE PAVED ROAD FOR 0.65 MILE
 CM1874'TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 76 ON THE LEFT,
 CM1874'CONTINUE NORTH ALONG THE PAVED ROAD FOR 6.71 MILES TO A
 CM1874'FIELD ROAD ON THE LEFT, TURN LEFT AND GO ALONG THE FIELD
 CM1874'ROAD FOR 0.10 MILE TO THE STATION ON THE LEFT IN THE EDGE
 CM1874'OF THE WOODS AT THE CREST OF A HILL.
 CM1874'
 CM1874'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1874'DEPARTMENT, STAMPED 152-200.  THE SURFACE DISK IS SET IN THE
 CM1874'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CM1874'WITH THE GROUND.  IT IS 141.70 FEET SOUTHEAST OF THE CENTERLINE
 CM1874'OF THE FIELD ROAD, 182.75 FEET WEST OF THE CENTERLINE OF PAVED
 CM1874'COUNTY ROAD NO. 53, 23.4 FEET NORTH OF A 15-INCH PINE TREE, AND
 CM1874'13.9 FEET SOUTH OF A 10-INCH PINE.  THE UNDERGROUND DISK IS SET
 CM1874'IN AN IRREGULAR MASS OF CONCRETE 1.15 FEET BELOW THE SURFACE
 CM1874'MARK.
 CM1874'
 CM1874'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1813 ***********************************************************************
 CM1813  DESIGNATION -  BV 152 201
 CM1813  PID         -  CM1813
 CM1813  STATE/COUNTY-  GA/WEBSTER
 CM1813  USGS QUAD   -  PRESTON (1972)
 CM1813
 CM1813                         *CURRENT SURVEY CONTROL
 CM1813  ___________________________________________________________________
 CM1813* NAD 83(1994)-  32 06 44.98195(N)    084 33 51.34055(W)     ADJUSTED  
 CM1813* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 CM1813  ___________________________________________________________________
 CM1813  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CM1813  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM1813
 CM1813  HORZ ORDER  -  SECOND
 CM1813
 CM1813.The horizontal coordinates were established by classical geodetic methods
 CM1813.and adjusted by the National Geodetic Survey in September 1997..
 CM1813
 CM1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1813
 CM1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1813
 CM1813.The geoid height was determined by GEOID03.
 CM1813
 CM1813;                    North         East     Units Scale Factor Converg.
 CM1813;SPC GA W     -   234,259.140   662,479.601   MT  0.99991736   -0 12 40.9
 CM1813;SPC GA W     -   768,565.20  2,173,485.16   sFT  0.99991736   -0 12 40.9
 CM1813;UTM  16      - 3,555,502.751   729,817.525   MT  1.00025139   +1 17 43.3
 CM1813
 CM1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1813!SPC GA W     -   0.99998183  x   0.99991736  =   0.99989919
 CM1813!UTM  16      -   0.99998183  x   1.00025139  =   1.00023321
 CM1813
 CM1813:                Primary Azimuth Mark                     Grid Az
 CM1813:SPC GA W     -  PRESTON                                  143 43 56.5
 CM1813:UTM  16      -  PRESTON                                  142 13 32.3
 CM1813
 CM1813|---------------------------------------------------------------------|
 CM1813| PID    Reference Object                     Distance      Geod. Az  |
 CM1813|                                                           dddmmss.s |
 CM1813| CM1814 PRESTON                             APPROX. 4.4 KM 1433115.6 |
 CM1813| CM1810 PRESTON LOT                         APPROX. 4.4 KM 1434855.0 |
 CM1813| CM1812 BV 152 201 GAHD 1973 PTA             25.936 METERS 18537     |
 CM1813| CY8715 BV 152 201 AZ MK                                   3240642.4 |
 CM1813|---------------------------------------------------------------------|
 CM1813
 CM1813                          SUPERSEDED SURVEY CONTROL
 CM1813
 CM1813  NAD 83(1994)-  32 06 44.98720(N)    084 33 51.34073(W) AD(       ) 2
 CM1813  NAD 83(1986)-  32 06 44.98722(N)    084 33 51.34067(W) AD(       ) 2
 CM1813  NAD 27      -  32 06 44.42129(N)    084 33 51.63592(W) AD(       ) 2
 CM1813  NGVD 29 (07/19/86)  142.0    (m)          466.     (f) VERT ANG       
 CM1813
 CM1813.Superseded values are not recommended for survey control.
 CM1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1813.See file dsdata.txt to determine how the superseded data were derived.
 CM1813
 CM1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2981855503(NAD 83)
 CM1813_MARKER: DD = SURVEY DISK
 CM1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1813
 CM1813  HISTORY     - Date     Condition        Report By
 CM1813  HISTORY     - 1973     MONUMENTED       GADT
 CM1813
 CM1813                          STATION DESCRIPTION
 CM1813
 CM1813'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1813'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES NORTHWEST OF
 CM1813'PRESTON, 6.4 MILES NORTHEAST OF RICHLAND, AND 11.3 MILES
 CM1813'NORTHWEST OF PLAINS AND ON THE PROPERTY OF MR. HARRELL BANKSTON.
 CM1813'
 CM1813'TO REACH THE STATION FROM THE INTERSECTION OF GA. 41 AND GA. 27
 CM1813'AND THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN PRESTON, GO
 CM1813'NORTH ALONG PAVED COUNTY ROAD NO. 8 FOR 0.80 MILE TO A Y
 CM1813'INTERSECTION, TURN LEFT AND GO NORTH ALONG THE PAVED ROAD FOR
 CM1813'3.52 MILES TO THE STATION ON THE RIGHT IN A PASTURE.
 CM1813'
 CM1813'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1813'DEPARTMENT, STAMPED 152-201.  THE SURFACE DISK IS SET IN THE TOP
 CM1813'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CM1813'WITH THE GROUND.  IT IS 3.5 FEET SOUTHEAST OF A POWER POLE,
 CM1813'100.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, 84.85
 CM1813'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, AND 85.6 FEET
 CM1813'SOUTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CM1813'MASS OF CONCRETE 2.5 FEET BELOW THE SURFACE MARK.
 CM1813'
 CM1813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 CM1813'PAVED ROAD FOR 0.34 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE
 CM1813'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1813'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1813'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.3 FEET
 CM1813'SOUTH OF A WITNESS POST, 7.0 FEET EAST OF A FENCE, AND 33.7 FEET
 CM1813'WEST OF THE CENTERLINE OF COUNTY ROAD NO. 8.
 CM1813'
 CM1813'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1806 ***********************************************************************
 CM1806  DESIGNATION -  BV 152 202 GAHD 1973
 CM1806  PID         -  CM1806
 CM1806  STATE/COUNTY-  GA/WEBSTER
 CM1806  USGS QUAD   -  PRESTON (1972)
 CM1806
 CM1806                         *CURRENT SURVEY CONTROL
 CM1806  ___________________________________________________________________
 CM1806* NAD 83(1994)-  32 06 25.52335(N)    084 37 13.45362(W)     ADJUSTED  
 CM1806* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 CM1806  ___________________________________________________________________
 CM1806  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CM1806  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CM1806
 CM1806  HORZ ORDER  -  SECOND
 CM1806
 CM1806.The horizontal coordinates were established by classical geodetic methods
 CM1806.and adjusted by the National Geodetic Survey in September 1997..
 CM1806
 CM1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1806
 CM1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1806
 CM1806.The geoid height was determined by GEOID03.
 CM1806
 CM1806;                    North         East     Units Scale Factor Converg.
 CM1806;SPC GA W     -   233,680.744   657,178.949   MT  0.99992261   -0 14 28.2
 CM1806;SPC GA W     -   766,667.57  2,156,094.60   sFT  0.99992261   -0 14 28.2
 CM1806;UTM  16      - 3,554,784.963   724,532.239   MT  1.00022177   +1 15 55.1
 CM1806
 CM1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1806!SPC GA W     -   0.99997447  x   0.99992261  =   0.99989709
 CM1806!UTM  16      -   0.99997447  x   1.00022177  =   1.00019624
 CM1806
 CM1806:                Primary Azimuth Mark                     Grid Az
 CM1806:SPC GA W     -  RICHLAND E MUN TANK                      238 11 03.8
 CM1806:UTM  16      -  RICHLAND E MUN TANK                      236 40 40.5
 CM1806
 CM1806|---------------------------------------------------------------------|
 CM1806| PID    Reference Object                     Distance      Geod. Az  |
 CM1806|                                                           dddmmss.s |
 CM1806| CM1836 RICHLAND E MUN TANK                 APPROX. 3.7 KM 2375635.6 |
 CM1806| CM1821 RICHLAND                            APPROX. 5.3 KM 2413029.5 |
 CM1806| CM1823 RICHLAND MUNICIPAL TANK             APPROX. 4.9 KM 2445912.7 |
 CM1806| CM1805 BV 152 202 GAHD 1973 PTA             29.404 METERS 27728     |
 CM1806|---------------------------------------------------------------------|
 CM1806
 CM1806                          SUPERSEDED SURVEY CONTROL
 CM1806
 CM1806  NAD 83(1994)-  32 06 25.52868(N)    084 37 13.45363(W) AD(       ) 2
 CM1806  NAD 83(1986)-  32 06 25.52878(N)    084 37 13.45358(W) AD(       ) 2
 CM1806  NAD 27      -  32 06 24.96866(N)    084 37 13.75072(W) AD(       ) 2
 CM1806  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 CM1806
 CM1806.Superseded values are not recommended for survey control.
 CM1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1806.See file dsdata.txt to determine how the superseded data were derived.
 CM1806
 CM1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2453254785(NAD 83)
 CM1806_MARKER: DD = SURVEY DISK
 CM1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1806+STABILITY: SURFACE MOTION
 CM1806
 CM1806  HISTORY     - Date     Condition        Report By
 CM1806  HISTORY     - 1973     MONUMENTED       GADT
 CM1806
 CM1806                          STATION DESCRIPTION
 CM1806
 CM1806'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1806'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES NORTHWEST OF
 CM1806'RICHLAND, 5.8 MILES NORTHWEST OF PRESTON, AND 10.6 MILES
 CM1806'NORTHEAST OF LUMPKIN.
 CM1806'
 CM1806'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 55
 CM1806'IN RICHLAND, GO NORTHEAST ALONG GA. 27 FOR 3.42 MILES TO THE
 CM1806'STATION ON THE RIGHT OF GA. 27 AT THE INTERSECTION OF PAVED
 CM1806'COUNTY ROAD NO. S-642.
 CM1806'
 CM1806'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1806'DEPARTMENT STAMPED 152-202.  THE SURFACE DISK IS SET IN THE TOP
 CM1806'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1806'THE GROUND.  IT IS 128.3 FEET SOUTHWEST OF THE CENTERLINE OF
 CM1806'GA. 27, 398.0 FEET EAST OF A POWER POLE, AND 5.9 FEET WEST OF A
 CM1806'POWER POLE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 CM1806'OF CONCRETE 2.6 FEET BELOW THE SURFACE MARK.
 CM1806'
 CM1806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 CM1806'GA. 27 FOR 0.27 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE
 CM1806'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1806'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1806'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.1 FEET
 CM1806'SOUTH OF A WITNESS POST, 52.3 FEET NORTH OF THE CENTERLINE OF
 CM1806'GA. 27, AND 1.95 FEET WEST OF A POWER POLE.
 CM1806'
 CM1806'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1873 ***********************************************************************
 CM1873  DESIGNATION -  BV 152 203
 CM1873  PID         -  CM1873
 CM1873  STATE/COUNTY-  GA/STEWART
 CM1873  USGS QUAD   -  BROOKLYN (1973)
 CM1873
 CM1873                         *CURRENT SURVEY CONTROL
 CM1873  ___________________________________________________________________
 CM1873* NAD 83(1994)-  32 10 58.19958(N)    084 38 23.61536(W)     ADJUSTED  
 CM1873* NAVD 88     -       171.8    (meters)     564.     (feet)  VERTCON   
 CM1873  ___________________________________________________________________
 CM1873  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CM1873  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CM1873
 CM1873  HORZ ORDER  -  SECOND
 CM1873
 CM1873.The horizontal coordinates were established by classical geodetic methods
 CM1873.and adjusted by the National Geodetic Survey in September 1997..
 CM1873
 CM1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1873
 CM1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1873
 CM1873.The geoid height was determined by GEOID03.
 CM1873
 CM1873;                    North         East     Units Scale Factor Converg.
 CM1873;SPC GA W     -   242,087.073   655,376.546   MT  0.99992455   -0 15 07.4
 CM1873;SPC GA W     -   794,247.34  2,150,181.22   sFT  0.99992455   -0 15 07.4
 CM1873;UTM  16      - 3,563,143.392   722,508.637   MT  1.00021060   +1 15 27.2
 CM1873
 CM1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1873!SPC GA W     -   0.99997714  x   0.99992455  =   0.99990169
 CM1873!UTM  16      -   0.99997714  x   1.00021060  =   1.00018773
 CM1873
 CM1873:                Primary Azimuth Mark                     Grid Az
 CM1873:SPC GA W     -  BV 152 203 AZ MK                         162 26 19.7
 CM1873:UTM  16      -  BV 152 203 AZ MK                         160 55 45.1
 CM1873
 CM1873|---------------------------------------------------------------------|
 CM1873| PID    Reference Object                     Distance      Geod. Az  |
 CM1873|                                                           dddmmss.s |
 CM1873| CY8716 BV 152 203 AZ MK                                   1621112.3 |
 CM1873| CM1871 BROOKLYN S GA GAS MICROWAVE         APPROX. 5.5 KM 2750718.1 |
 CM1873|---------------------------------------------------------------------|
 CM1873
 CM1873                          SUPERSEDED SURVEY CONTROL
 CM1873
 CM1873  NAD 83(1994)-  32 10 58.20452(N)    084 38 23.61498(W) AD(       ) 2
 CM1873  NAD 83(1986)-  32 10 58.20452(N)    084 38 23.61509(W) AD(       ) 2
 CM1873  NAD 27      -  32 10 57.64883(N)    084 38 23.90804(W) AD(       ) 2
 CM1873  NGVD 29 (07/19/86)  171.8    (m)          564.     (f) VERT ANG       
 CM1873
 CM1873.Superseded values are not recommended for survey control.
 CM1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1873.See file dsdata.txt to determine how the superseded data were derived.
 CM1873
 CM1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2250963143(NAD 83)
 CM1873_MARKER: DD = SURVEY DISK
 CM1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1873
 CM1873  HISTORY     - Date     Condition        Report By
 CM1873  HISTORY     - 1973     MONUMENTED       GADT
 CM1873
 CM1873                          STATION DESCRIPTION
 CM1873
 CM1873'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1873'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF
 CM1873'RENFROE, 6.5 MILES NORTHEAST OF RICHLAND, AND 10.2 MILES
 CM1873'NORTHWEST OF PRESTON AND ON THE PROPERTY OF GEORGIA KRAFT COMPANY.
 CM1873'
 CM1873'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND DIRT
 CM1873'COUNTY ROAD NO. 76 (UNDER CONSTRUCTION) 4.3 MILES EAST OF
 CM1873'RICHLAND, GO NORTH ALONG DIRT COUNTY ROAD NO. 76 FOR 1.95 MILES
 CM1873'TO THE INTERSECTION OF PAVED COUNTY ROAD NO. 53 ON THE LEFT, TURN
 CM1873'LEFT AND GO NORTHWEST ALONG THE PAVED ROAD FOR 5.40 MILES TO
 CM1873'DIRT COUNTY ROAD NO. 54, TURN LEFT AND PROCEED WEST ALONG THE
 CM1873'DIRT ROAD FOR 0.70 MILE TO THE INTERSECTION OF DIRT COUNTY ROAD
 CM1873'NO. 55, TURN LEFT AND GO SOUTH ALONG THE DIRT ROAD FOR 0.62 MILE
 CM1873'TO THE STATION ON THE LEFT.
 CM1873'
 CM1873'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1873'DEPARTMENT STAMPED 152-203.  THE SURFACE DISK IS SET IN THE TOP
 CM1873'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1873'THE GROUND.  IT IS 15.9 FEET SOUTH OF A 8-INCH PINE TREE, 44.2
 CM1873'FEET NORTH OF A 10-INCH OAK TREE, AND 33.1 FEET WEST OF THE
 CM1873'CENTERLINE OF THE DIRT ROAD.  THE UNDERGROUND MARK IS SET IN AN
 CM1873'IRREGULAR MASS OF CONCRETE 2.36 FEET BELOW THE SURFACE MARK.
 CM1873'
 CM1873'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG THE
 CM1873'DIRT COUNTY ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 CM1873'LEFT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 CM1873'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 CM1873'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CM1873'IS 34.0 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND 26.9
 CM1873'FEET SOUTH OF A 6-INCH PINE TREE.
 CM1873'
 CM1873'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1809 ***********************************************************************
 CM1809  DESIGNATION -  BV 152 204
 CM1809  PID         -  CM1809
 CM1809  STATE/COUNTY-  GA/WEBSTER
 CM1809  USGS QUAD   -  PRESTON (1972)
 CM1809
 CM1809                         *CURRENT SURVEY CONTROL
 CM1809  ___________________________________________________________________
 CM1809* NAD 83(1994)-  32 07 21.38753(N)    084 37 09.03608(W)     ADJUSTED  
 CM1809* NAVD 88     -       171.7    (meters)     563.     (feet)  VERTCON   
 CM1809  ___________________________________________________________________
 CM1809  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CM1809  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CM1809
 CM1809  HORZ ORDER  -  SECOND
 CM1809
 CM1809.The horizontal coordinates were established by classical geodetic methods
 CM1809.and adjusted by the National Geodetic Survey in September 1997..
 CM1809
 CM1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1809
 CM1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1809
 CM1809.The geoid height was determined by GEOID03.
 CM1809
 CM1809;                    North         East     Units Scale Factor Converg.
 CM1809;SPC GA W     -   235,400.862   657,301.980   MT  0.99992248   -0 14 26.2
 CM1809;SPC GA W     -   772,310.99  2,156,498.25   sFT  0.99992248   -0 14 26.2
 CM1809;UTM  16      - 3,556,508.238   724,610.020   MT  1.00022220   +1 15 59.4
 CM1809
 CM1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1809!SPC GA W     -   0.99997714  x   0.99992248  =   0.99989962
 CM1809!UTM  16      -   0.99997714  x   1.00022220  =   1.00019934
 CM1809
 CM1809:                Primary Azimuth Mark                     Grid Az
 CM1809:SPC GA W     -  BV 152 204 AZ MK                         058 05 51.1
 CM1809:UTM  16      -  BV 152 204 AZ MK                         056 35 25.5
 CM1809
 CM1809|---------------------------------------------------------------------|
 CM1809| PID    Reference Object                     Distance      Geod. Az  |
 CM1809|                                                           dddmmss.s |
 CM1809| CY8717 BV 152 204 AZ MK                                   0575124.9 |
 CM1809| CM1804 BV 152 204 GAHD 1973 PTA             22.591 METERS 34846     |
 CM1809|---------------------------------------------------------------------|
 CM1809
 CM1809                          SUPERSEDED SURVEY CONTROL
 CM1809
 CM1809  NAD 83(1994)-  32 07 21.39265(N)    084 37 09.03603(W) AD(       ) 2
 CM1809  NAD 83(1986)-  32 07 21.39294(N)    084 37 09.03585(W) AD(       ) 2
 CM1809  NAD 27      -  32 07 20.83203(N)    084 37 09.32930(W) AD(       ) 2
 CM1809  NGVD 29 (07/19/86)  171.8    (m)          564.     (f) VERT ANG       
 CM1809
 CM1809.Superseded values are not recommended for survey control.
 CM1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1809.See file dsdata.txt to determine how the superseded data were derived.
 CM1809
 CM1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2461056508(NAD 83)
 CM1809_MARKER: DD = SURVEY DISK
 CM1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1809
 CM1809  HISTORY     - Date     Condition        Report By
 CM1809  HISTORY     - 1973     MONUMENTED       GADT
 CM1809
 CM1809                          STATION DESCRIPTION
 CM1809
 CM1809'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1809'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES NORTHEAST OF
 CM1809'RICHLAND, 11.7 MILES NORTHEAST OF LUMPKIN, AND 14.5 MILES
 CM1809'NORTHWEST OF PLAINS.
 CM1809'
 CM1809'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 55
 CM1809'IN RICHLAND, GO NORTHEAST ALONG GA. 27 FOR 3.18 MILES TO THE
 CM1809'INTERSECTION OF DIRT COUNTY ROAD NO. 76 ON THE LEFT, TURN LEFT
 CM1809'AND GO NORTH ALONG THE ROAD FOR 1.15 MILES TO THE STATION ON THE
 CM1809'LEFT IN THE EDGE OF A PASTURE.
 CM1809'
 CM1809'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1809'DEPARTMENT, STAMPED 152-204.  THE SURFACE MARK IS SET IN THE TOP
 CM1809'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1809'THE GROUND.  IT IS 11.9 FEET SOUTH OF A CHINABERRY TREE, 6.9
 CM1809'FEET EAST OF A BRICK CHIMNEY AND 47.75 FEET NORTHWEST OF THE
 CM1809'CENTERLINE OF DIRT COUNTY ROAD NO. 76.  (NOTE--DIRT COUNTY ROAD
 CM1809'IS UNDER CONSTRUCTION TO BE PAVED.) THE UNDERGROUND MARK IS
 CM1809'SET IN AN IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE
 CM1809'SURFACE MARK.
 CM1809'
 CM1809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE DIRT
 CM1809'ROAD FOR 0.10 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH
 CM1809'MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1809'STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CM1809'MONUMENT.  IT IS 3.4 FEET SOUTHWEST OF A POWER POLE, 38.0 FEET
 CM1809'SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD NO. 76, AND 3.4 FEET
 CM1809'NORTHWEST OF A FENCE.
 CM1809'
 CM1809'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1799 ***********************************************************************
 CM1799  DESIGNATION -  BV 152 205
 CM1799  PID         -  CM1799
 CM1799  STATE/COUNTY-  GA/WEBSTER
 CM1799  USGS QUAD   -  PRESTON (1972)
 CM1799
 CM1799                         *CURRENT SURVEY CONTROL
 CM1799  ___________________________________________________________________
 CM1799* NAD 83(1994)-  32 06 20.70031(N)    084 31 46.64795(W)     ADJUSTED  
 CM1799* NAVD 88     -       168.9    (meters)     554.     (feet)  VERTCON   
 CM1799  ___________________________________________________________________
 CM1799  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CM1799  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CM1799
 CM1799  HORZ ORDER  -  SECOND
 CM1799
 CM1799.The horizontal coordinates were established by classical geodetic methods
 CM1799.and adjusted by the National Geodetic Survey in September 1997..
 CM1799
 CM1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1799
 CM1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1799
 CM1799.The geoid height was determined by GEOID03.
 CM1799
 CM1799;                    North         East     Units Scale Factor Converg.
 CM1799;SPC GA W     -   233,499.742   665,745.729   MT  0.99991447   -0 11 34.5
 CM1799;SPC GA W     -   766,073.74  2,184,200.78   sFT  0.99991447   -0 11 34.5
 CM1799;UTM  16      - 3,554,829.257   733,103.622   MT  1.00027015   +1 18 48.8
 CM1799
 CM1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1799!SPC GA W     -   0.99997760  x   0.99991447  =   0.99989207
 CM1799!UTM  16      -   0.99997760  x   1.00027015  =   1.00024774
 CM1799
 CM1799:                Primary Azimuth Mark                     Grid Az
 CM1799:SPC GA W     -  BV 152 205 AZ MK                         191 46 36.9
 CM1799:UTM  16      -  BV 152 205 AZ MK                         190 16 13.6
 CM1799
 CM1799|---------------------------------------------------------------------|
 CM1799| PID    Reference Object                     Distance      Geod. Az  |
 CM1799|                                                           dddmmss.s |
 CM1799| CY8718 BV 152 205 AZ MK                                   1913502.4 |
 CM1799| CM1803 BV 152 205 GAHD 1973 PTA             11.595 METERS 34103     |
 CM1799|---------------------------------------------------------------------|
 CM1799
 CM1799                          SUPERSEDED SURVEY CONTROL
 CM1799
 CM1799  NAD 83(1994)-  32 06 20.70547(N)    084 31 46.64815(W) AD(       ) 2
 CM1799  NAD 83(1986)-  32 06 20.70541(N)    084 31 46.64807(W) AD(       ) 2
 CM1799  NAD 27      -  32 06 20.13711(N)    084 31 46.94709(W) AD(       ) 2
 CM1799  NGVD 29 (07/19/86)  169.0    (m)          554.     (f) VERT ANG       
 CM1799
 CM1799.Superseded values are not recommended for survey control.
 CM1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1799.See file dsdata.txt to determine how the superseded data were derived.
 CM1799
 CM1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3310454829(NAD 83)
 CM1799_MARKER: DD = SURVEY DISK
 CM1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1799
 CM1799  HISTORY     - Date     Condition        Report By
 CM1799  HISTORY     - 1973     MONUMENTED       GADT
 CM1799
 CM1799                          STATION DESCRIPTION
 CM1799
 CM1799'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1799'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTHEAST OF
 CM1799'PRESTON, 8.1 MILES NORTHEAST OF RICHLAND, AND 9.4 MILES
 CM1799'NORTHEAST OF PLAINS.
 CM1799'
 CM1799'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 41
 CM1799'AT THE COURTHOUSE SQUARE IN PRESTON, GO NORTH ALONG GA. 41 FOR
 CM1799'2.90 MILES TO THE STATION ON THE RIGHT.
 CM1799'
 CM1799'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1799'DEPARTMENT, STAMPED 152-205.  THE SURFACE MARK IS SET IN THE
 CM1799'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1799'THE GROUND.  IT IS 52.5 FEET EAST OF THE CENTERLINE OF GA. 41,
 CM1799'13.7 FEET WEST OF THE WOODS LINE, AND 3.5 FEET SOUTH OF A POWER
 CM1799'POLE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 CM1799'CONCRETE 2.0 FEET BELOW THE SURFACE MARK.
 CM1799'
 CM1799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 CM1799'GA. 41 FOR 0.29 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH
 CM1799'MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 CM1799'STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CM1799'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 5.0 FEET WEST OF
 CM1799'A POWER POLE, 46.2 FEET EAST OF THE CENTERLINE OF GA. 41, AND
 CM1799'3.7 FEET SOUTH OF A POWER POLE.
 CM1799'
 CM1799'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1808 ***********************************************************************
 CM1808  DESIGNATION -  BV 152 206
 CM1808  PID         -  CM1808
 CM1808  STATE/COUNTY-  GA/WEBSTER
 CM1808  USGS QUAD   -  PRESTON (1972)
 CM1808
 CM1808                         *CURRENT SURVEY CONTROL
 CM1808  ___________________________________________________________________
 CM1808* NAD 83(1994)-  32 02 35.52369(N)    084 37 07.23206(W)     ADJUSTED  
 CM1808* NAVD 88     -       160.9    (meters)     528.     (feet)  VERTCON   
 CM1808  ___________________________________________________________________
 CM1808  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CM1808  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CM1808
 CM1808  HORZ ORDER  -  SECOND
 CM1808
 CM1808.The horizontal coordinates were established by classical geodetic methods
 CM1808.and adjusted by the National Geodetic Survey in September 1997..
 CM1808
 CM1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1808
 CM1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1808
 CM1808.The geoid height was determined by GEOID03.
 CM1808
 CM1808;                    North         East     Units Scale Factor Converg.
 CM1808;SPC GA W     -   226,596.161   657,312.371   MT  0.99992247   -0 14 23.4
 CM1808;SPC GA W     -   743,424.24  2,156,532.34   sFT  0.99992247   -0 14 23.4
 CM1808;UTM  16      - 3,547,704.205   724,851.797   MT  1.00022355   +1 15 50.3
 CM1808
 CM1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1808!SPC GA W     -   0.99997885  x   0.99992247  =   0.99990132
 CM1808!UTM  16      -   0.99997885  x   1.00022355  =   1.00020239
 CM1808
 CM1808:                Primary Azimuth Mark                     Grid Az
 CM1808:SPC GA W     -  BV 152 206 AZ MK                         118 09 25.2
 CM1808:UTM  16      -  BV 152 206 AZ MK                         116 39 11.5
 CM1808
 CM1808|---------------------------------------------------------------------|
 CM1808| PID    Reference Object                     Distance      Geod. Az  |
 CM1808|                                                           dddmmss.s |
 CM1808| CY8719 BV 152 206 AZ MK                                   1175501.8 |
 CM1808| CM1811 BV 152 206 GAHD 1973 PTA             24.223 METERS 11801     |
 CM1808|---------------------------------------------------------------------|
 CM1808
 CM1808                          SUPERSEDED SURVEY CONTROL
 CM1808
 CM1808  NAD 83(1994)-  32 02 35.52913(N)    084 37 07.23253(W) AD(       ) 2
 CM1808  NAD 83(1986)-  32 02 35.52911(N)    084 37 07.23245(W) AD(       ) 2
 CM1808  NAD 27      -  32 02 34.95927(N)    084 37 07.52688(W) AD(       ) 2
 CM1808  NGVD 29 (07/19/86)  161.0    (m)          528.     (f) VERT ANG       
 CM1808
 CM1808.Superseded values are not recommended for survey control.
 CM1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1808.See file dsdata.txt to determine how the superseded data were derived.
 CM1808
 CM1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2485247704(NAD 83)
 CM1808_MARKER: DD = SURVEY DISK
 CM1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1808
 CM1808  HISTORY     - Date     Condition        Report By
 CM1808  HISTORY     - 1973     MONUMENTED       GADT
 CM1808
 CM1808                          STATION DESCRIPTION
 CM1808
 CM1808'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1808'THE STATION IS LOCATED APPROXIMATELY 5.1 MILES SOUTHWEST OF
 CM1808'PRESTON, 4.1 MILES SOUTHEAST OF RICHLAND, AND 10.3 MILES
 CM1808'SOUTHEAST OF LUMPKIN.
 CM1808'
 CM1808'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 41
 CM1808'AT THE COURTHOUSE SQUARE IN PRESTON, GO SOUTH ALONG GA. 41 FOR
 CM1808'1.75 MILES TO THE INTERSECTION OF PAVED COUNTY CROSS-ROAD
 CM1808'NO. S-2103, TURN RIGHT AND GO WEST ALONG THE PAVED ROAD FOR 3.40
 CM1808'MILES TO THE INTERSECTION OF PAVED COUNTY CROSS-ROAD NO. S-643,
 CM1808'TURN RIGHT AND GO NORTHWEST ALONG THE PAVED ROAD FOR 1.20 MILES
 CM1808'TO THE STATION ON THE RIGHT.
 CM1808'
 CM1808'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1808'DEPARTMENT STAMPED 152-206.  THE SURFACE DISK IS SET IN THE TOP
 CM1808'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1808'THE GROUND.  IT IS 4.3 FEET SOUTH OF A POWER POLE, 95.2 FEET
 CM1808'NORTHWEST OF A POWER POLE, AND 33.5 FEET NORTH OF THE CENTERLINE
 CM1808'OF THE PAVED ROAD.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 CM1808'MASS OF CONCRETE 2.0 FEET BELOW THE SURFACE MARK.
 CM1808'
 CM1808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 CM1808'THE PAVED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 CM1808'RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 CM1808'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 CM1808'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CM1808'IS 5.0 FEET EAST OF A FENCE, 34.6 FEET WEST OF THE CENTERLINE OF
 CM1808'THE PAVED ROAD, AND 4.6 FEET NORTHWEST OF A POWER POLE.
 CM1808'
 CM1808'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1801 ***********************************************************************
 CM1801  DESIGNATION -  BV 152 207
 CM1801  PID         -  CM1801
 CM1801  STATE/COUNTY-  GA/WEBSTER
 CM1801  USGS QUAD   -  PRESTON (1972)
 CM1801
 CM1801                         *CURRENT SURVEY CONTROL
 CM1801  ___________________________________________________________________
 CM1801* NAD 83(1994)-  32 04 01.92020(N)    084 34 31.00897(W)     ADJUSTED  
 CM1801* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 CM1801  ___________________________________________________________________
 CM1801  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CM1801  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM1801
 CM1801  HORZ ORDER  -  SECOND
 CM1801
 CM1801.The horizontal coordinates were established by classical geodetic methods
 CM1801.and adjusted by the National Geodetic Survey in September 1997..
 CM1801
 CM1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1801
 CM1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1801
 CM1801.The geoid height was determined by GEOID03.
 CM1801
 CM1801;                    North         East     Units Scale Factor Converg.
 CM1801;SPC GA W     -   229,240.793   661,420.719   MT  0.99991835   -0 13 01.0
 CM1801;SPC GA W     -   752,100.84  2,170,011.14   sFT  0.99991835   -0 13 01.0
 CM1801;UTM  16      - 3,550,456.643   728,890.572   MT  1.00024615   +1 17 16.4
 CM1801
 CM1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1801!SPC GA W     -   0.99998095  x   0.99991835  =   0.99989931
 CM1801!UTM  16      -   0.99998095  x   1.00024615  =   1.00022710
 CM1801
 CM1801:                Primary Azimuth Mark                     Grid Az
 CM1801:SPC GA W     -  PRESTON                                  067 56 59.4
 CM1801:UTM  16      -  PRESTON                                  066 26 42.0
 CM1801
 CM1801|---------------------------------------------------------------------|
 CM1801| PID    Reference Object                     Distance      Geod. Az  |
 CM1801|                                                           dddmmss.s |
 CM1801| CM1814 PRESTON                             APPROX. 3.9 KM 0674358.4 |
 CM1801| CM1810 PRESTON LOT                         APPROX. 3.9 KM 0683445.8 |
 CM1801| CY8720 BV 152 207 AZ MK                                   1582329.6 |
 CM1801| CM1800 BV 152 207 GAHD 1973 PTA             10.043 METERS 27112     |
 CM1801|---------------------------------------------------------------------|
 CM1801
 CM1801                          SUPERSEDED SURVEY CONTROL
 CM1801
 CM1801  NAD 83(1994)-  32 04 01.92549(N)    084 34 31.00933(W) AD(       ) 2
 CM1801  NAD 83(1986)-  32 04 01.92548(N)    084 34 31.00926(W) AD(       ) 2
 CM1801  NAD 27      -  32 04 01.35572(N)    084 34 31.30623(W) AD(       ) 2
 CM1801  NGVD 29 (07/19/86)  147.6    (m)          484.     (f) VERT ANG       
 CM1801
 CM1801.Superseded values are not recommended for survey control.
 CM1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1801.See file dsdata.txt to determine how the superseded data were derived.
 CM1801
 CM1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2889150457(NAD 83)
 CM1801_MARKER: DD = SURVEY DISK
 CM1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1801
 CM1801  HISTORY     - Date     Condition        Report By
 CM1801  HISTORY     - 1973     MONUMENTED       GADT
 CM1801
 CM1801                          STATION DESCRIPTION
 CM1801
 CM1801'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1801'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTHWEST OF
 CM1801'PRESTON, 5.4 MILES SOUTHEAST OF RICHLAND, AND 12.9 MILES
 CM1801'NORTHEAST OF LUMPKIN.
 CM1801'
 CM1801'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 41
 CM1801'AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN PRESTON, GO
 CM1801'SOUTH ALONG GA. 41 FOR 1.75 MILES TO THE INTERSECTION OF PAVED
 CM1801'COUNTY ROAD NO. S-2103 ON THE RIGHT, TURN RIGHT AND GO WEST ALONG
 CM1801'THE PAVED ROAD FOR 0.56 MILE TO THE INTERSECTION OF DIRT COUNTY
 CM1801'ROAD NO. 3 ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ALONG THE
 CM1801'DIRT ROAD FOR 0.46 MILE TO THE STATION ON THE RIGHT.
 CM1801'
 CM1801'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1801'DEPARTMENT STAMPED 152-207.  THE SURFACE DISK IS SET IN THE TOP
 CM1801'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1801'GROUND.  IT IS 165.1 FEET EAST OF THE CENTERLINE OF DIRT COUNTY
 CM1801'ROAD NO. 99, 6.8 FEET SOUTHEAST OF THE CENTER OF A WELL, AND 18.8
 CM1801'FEET NORTHEAST OF THE CENTERLINE OF A DRIVE.  THE UNDERGROUND
 CM1801'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.4 FEET BELOW THE
 CM1801'SURFACE MARK.
 CM1801'
 CM1801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG DIRT
 CM1801'COUNTY ROAD NO. 99 FOR 0.51 MILE TO THE INTERSECTION OF DIRT
 CM1801'COUNTY ROAD NO. 3 ON THE LEFT, TURN LEFT AND GO SOUTHEAST ALONG
 CM1801'THE DIRT ROAD FOR 0.30 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE
 CM1801'AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1801'DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 CM1801'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.7
 CM1801'FEET SOUTH OF A FENCE, 30.0 FEET NORTH OF THE CENTERLINE OF THE
 CM1801'DIRT ROAD, AND 1.9 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1815 ***********************************************************************
 CM1815  DESIGNATION -  BV 152 208
 CM1815  PID         -  CM1815
 CM1815  STATE/COUNTY-  GA/WEBSTER
 CM1815  USGS QUAD   -  PRESTON (1972)
 CM1815
 CM1815                         *CURRENT SURVEY CONTROL
 CM1815  ___________________________________________________________________
 CM1815* NAD 83(1994)-  32 00 51.90866(N)    084 31 51.30870(W)     ADJUSTED  
 CM1815* NAVD 88     -       153.6    (meters)     504.     (feet)  VERTCON   
 CM1815  ___________________________________________________________________
 CM1815  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CM1815  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CM1815
 CM1815  HORZ ORDER  -  SECOND
 CM1815
 CM1815.The horizontal coordinates were established by classical geodetic methods
 CM1815.and adjusted by the National Geodetic Survey in September 1997..
 CM1815
 CM1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1815
 CM1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1815
 CM1815.The geoid height was determined by GEOID03.
 CM1815
 CM1815;                    North         East     Units Scale Factor Converg.
 CM1815;SPC GA W     -   223,373.576   665,589.371   MT  0.99991460   -0 11 35.2
 CM1815;SPC GA W     -   732,851.47  2,183,687.79   sFT  0.99991460   -0 11 35.2
 CM1815;UTM  16      - 3,544,698.872   733,213.234   MT  1.00027080   +1 18 34.3
 CM1815
 CM1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1815!SPC GA W     -   0.99998001  x   0.99991460  =   0.99989461
 CM1815!UTM  16      -   0.99998001  x   1.00027080  =   1.00025081
 CM1815
 CM1815|---------------------------------------------------------------------|
 CM1815| PID    Reference Object                     Distance      Geod. Az  |
 CM1815|                                                           dddmmss.s |
 CM1815| CM1816 BV 152 208 GAHD 1973 PTA             10.838 METERS 13759     |
 CM1815| CY8721 BV 152 208 AZ MK                                   1814131.7 |
 CM1815| BT1965 CHAMBLISS TV STA WACS MAST          APPROX. 8.9 KM 1935828.2 |
 CM1815|---------------------------------------------------------------------|
 CM1815
 CM1815                          SUPERSEDED SURVEY CONTROL
 CM1815
 CM1815  NAD 83(1994)-  32 00 51.91389(N)    084 31 51.30933(W) AD(       ) 2
 CM1815  NAD 83(1986)-  32 00 51.91391(N)    084 31 51.30919(W) AD(       ) 2
 CM1815  NAD 27      -  32 00 51.33857(N)    084 31 51.61233(W) AD(       ) 2
 CM1815  NGVD 29 (07/19/86)  153.7    (m)          504.     (f) VERT ANG       
 CM1815
 CM1815.Superseded values are not recommended for survey control.
 CM1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1815.See file dsdata.txt to determine how the superseded data were derived.
 CM1815
 CM1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3321344699(NAD 83)
 CM1815_MARKER: DD = SURVEY DISK
 CM1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1815
 CM1815  HISTORY     - Date     Condition        Report By
 CM1815  HISTORY     - 1973     MONUMENTED       GADT
 CM1815
 CM1815                          STATION DESCRIPTION
 CM1815
 CM1815'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1815'THE STATION IS LOCATED APPROXIMATELY 9.4 MILES SOUTHEAST OF
 CM1815'RICHLAND, 8.3 MILES SOUTHWEST OF PLAINS, AND 4.2 MILES SOUTHEAST
 CM1815'OF PRESTON.
 CM1815'
 CM1815'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 (U.S. 280)
 CM1815'AND GA. 41 IN PRESTON, GO SOUTH ALONG GA. 41 FOR 1.81 MILES TO
 CM1815'THE INTERSECTION OF PAVED COUNTY CROSS-ROAD NO. 10, TURN LEFT AND
 CM1815'GO SOUTHEAST ALONG THE PAVED ROAD FOR 2.01 MILES TO THE STATION
 CM1815'ON THE RIGHT ON THE TOP OF A DITCH BANK.
 CM1815'
 CM1815'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1815'DEPARTMENT, STAMPED 152-208.  THE SURFACE DISK IS SET IN THE TOP
 CM1815'OF A 10-INCH CLYINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1815'GROUND.  IT IS 71.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 CM1815'3.8 FEET SOUTH OF A POWER POLE, AND 3.7 FEET EAST OF A WITNESS
 CM1815'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CM1815'CONCRETE 2.0 FEET BELOW THE SURFACE MARK.
 CM1815'
 CM1815'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 CM1815'COUNTY ROAD NO. 10 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 CM1815'RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 CM1815'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 CM1815'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CM1815'IS 33.3 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND 3.0
 CM1815'FEET NORTH OF A POWER POLE.
 CM1815'
 CM1815'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1807 ***********************************************************************
 CM1807  DESIGNATION -  BV 152 209
 CM1807  PID         -  CM1807
 CM1807  STATE/COUNTY-  GA/WEBSTER
 CM1807  USGS QUAD   -  PRESTON (1972)
 CM1807
 CM1807                         *CURRENT SURVEY CONTROL
 CM1807  ___________________________________________________________________
 CM1807* NAD 83(1994)-  32 02 39.81250(N)    084 33 38.57791(W)     ADJUSTED  
 CM1807* NAVD 88     -       151.7    (meters)     498.     (feet)  VERTCON   
 CM1807  ___________________________________________________________________
 CM1807  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CM1807  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1807
 CM1807  HORZ ORDER  -  SECOND
 CM1807
 CM1807.The horizontal coordinates were established by classical geodetic methods
 CM1807.and adjusted by the National Geodetic Survey in September 1997..
 CM1807
 CM1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1807
 CM1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1807
 CM1807.The geoid height was determined by GEOID03.
 CM1807
 CM1807;                    North         East     Units Scale Factor Converg.
 CM1807;SPC GA W     -   226,706.812   662,786.576   MT  0.99991707   -0 12 32.7
 CM1807;SPC GA W     -   743,787.27  2,174,492.29   sFT  0.99991707   -0 12 32.7
 CM1807;UTM  16      - 3,547,958.562   730,322.958   MT  1.00025427   +1 17 41.3
 CM1807
 CM1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1807!SPC GA W     -   0.99998030  x   0.99991707  =   0.99989737
 CM1807!UTM  16      -   0.99998030  x   1.00025427  =   1.00023456
 CM1807
 CM1807:                Primary Azimuth Mark                     Grid Az
 CM1807:SPC GA W     -  WEST                                     191 20 44.5
 CM1807:UTM  16      -  WEST                                     189 50 30.5
 CM1807
 CM1807|---------------------------------------------------------------------|
 CM1807| PID    Reference Object                     Distance      Geod. Az  |
 CM1807|                                                           dddmmss.s |
 CM1807| CM1802 WEST                                APPROX. 4.0 KM 1910811.8 |
 CM1807| CY8722 BV 152 209 AZ MK                                   3180123.6 |
 CM1807|---------------------------------------------------------------------|
 CM1807
 CM1807                          SUPERSEDED SURVEY CONTROL
 CM1807
 CM1807  NAD 83(1994)-  32 02 39.81782(N)    084 33 38.57838(W) AD(       ) 2
 CM1807  NAD 83(1986)-  32 02 39.81780(N)    084 33 38.57825(W) AD(       ) 2
 CM1807  NAD 27      -  32 02 39.24576(N)    084 33 38.87754(W) AD(       ) 2
 CM1807  NGVD 29 (07/19/86)  151.8    (m)          498.     (f) VERT ANG       
 CM1807
 CM1807.Superseded values are not recommended for survey control.
 CM1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1807.See file dsdata.txt to determine how the superseded data were derived.
 CM1807
 CM1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA3032347959(NAD 83)
 CM1807_MARKER: DD = SURVEY DISK
 CM1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1807
 CM1807  HISTORY     - Date     Condition        Report By
 CM1807  HISTORY     - 1973     MONUMENTED       GADT
 CM1807
 CM1807                          STATION DESCRIPTION
 CM1807
 CM1807'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1807'THE STATION IS LOCATED APPROXIMATELY 6.8 MILES SOUTHEAST OF
 CM1807'RICHLAND, 9.9 MILES NORTHWEST OF PLAINS, AND 19.2 MILES SOUTHWEST
 CM1807'OF BUENA VISTA.
 CM1807'
 CM1807'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND 41 IN
 CM1807'PRESTON, GO SOUTH ALONG GA. 41 FOR 1.79 MILES TO THE INTERSECTION
 CM1807'OF PAVED COUNTY ROAD NO. S-2103, GO WEST ALONG THE PAVED ROAD FOR
 CM1807'0.66 MILE TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 43 ON THE
 CM1807'LEFT, GO SOUTHWEST ALONG THE DIRT ROAD FOR 0.17 MILE TO A FIELD
 CM1807'ROAD ON THE LEFT, TURN LEFT AND GO ALONG THE FIELD ROAD FOR 0.19
 CM1807'MILE TO THE STATION ON THE RIGHT.
 CM1807'
 CM1807'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1807'DEPARTMENT, STAMPED 152-203.  THE SURFACE DISK IS SET IN THE TOP
 CM1807'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CM1807'GROUND.  IT IS 16.6 FEET SOUTHWEST OF THE CENTERLINE OF THE FIELD
 CM1807'ROAD AND 31.0 FEET NORTHEAST OF THE EDGE OF THE FIELD.  THE
 CM1807'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.8
 CM1807'FEET BELOW THE SURFACE MARK.
 CM1807'
 CM1807'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 CM1807'FIELD ROAD TO THE INTERSECTION OF DIRT COUNTY ROAD NO. 43 AND THE
 CM1807'AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS
 CM1807'DISK OF THE GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE
 CM1807'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1807'THE GROUND.  IT IS 15.2 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 CM1807'ROAD AND 2.4 FEET EAST OF A WITNESS POST.
 CM1807'
 CM1807'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1839 ***********************************************************************
 CM1839  DESIGNATION -  BV 152 210
 CM1839  PID         -  CM1839
 CM1839  STATE/COUNTY-  GA/WEBSTER
 CM1839  USGS QUAD   -  RICHLAND (1981)
 CM1839
 CM1839                         *CURRENT SURVEY CONTROL
 CM1839  ___________________________________________________________________
 CM1839* NAD 83(1994)-  32 01 14.09489(N)    084 38 17.17801(W)     ADJUSTED  
 CM1839* NAVD 88     -       169.1    (meters)     555.     (feet)  VERTCON   
 CM1839  ___________________________________________________________________
 CM1839  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CM1839  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM1839
 CM1839  HORZ ORDER  -  SECOND
 CM1839
 CM1839.The horizontal coordinates were established by classical geodetic methods
 CM1839.and adjusted by the National Geodetic Survey in September 1997..
 CM1839
 CM1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1839
 CM1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1839
 CM1839.The geoid height was determined by GEOID03.
 CM1839
 CM1839;                    North         East     Units Scale Factor Converg.
 CM1839;SPC GA W     -   224,096.047   655,466.497   MT  0.99992445   -0 14 59.9
 CM1839;SPC GA W     -   735,221.78  2,150,476.33   sFT  0.99992445   -0 14 59.9
 CM1839;UTM  16      - 3,545,155.773   723,071.622   MT  1.00021372   +1 15 10.3
 CM1839
 CM1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1839!SPC GA W     -   0.99997757  x   0.99992445  =   0.99990203
 CM1839!UTM  16      -   0.99997757  x   1.00021372  =   1.00019129
 CM1839
 CM1839:                Primary Azimuth Mark                     Grid Az
 CM1839:SPC GA W     -  BV 152 210 AZ MK                         094 25 47.6
 CM1839:UTM  16      -  BV 152 210 AZ MK                         092 55 37.4
 CM1839
 CM1839|---------------------------------------------------------------------|
 CM1839| PID    Reference Object                     Distance      Geod. Az  |
 CM1839|                                                           dddmmss.s |
 CM1839| CY8723 BV 152 210 AZ MK                                   0941047.7 |
 CM1839|---------------------------------------------------------------------|
 CM1839
 CM1839                          SUPERSEDED SURVEY CONTROL
 CM1839
 CM1839  NAD 83(1994)-  32 01 14.10053(N)    084 38 17.17861(W) AD(       ) 2
 CM1839  NAD 83(1986)-  32 01 14.10052(N)    084 38 17.17840(W) AD(       ) 2
 CM1839  NAD 27      -  32 01 13.52675(N)    084 38 17.47113(W) AD(       ) 2
 CM1839  NGVD 29 (07/19/86)  169.1    (m)          555.     (f) VERT ANG       
 CM1839
 CM1839.Superseded values are not recommended for survey control.
 CM1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1839.See file dsdata.txt to determine how the superseded data were derived.
 CM1839
 CM1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA2307245156(NAD 83)
 CM1839_MARKER: DD = SURVEY DISK
 CM1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1839
 CM1839  HISTORY     - Date     Condition        Report By
 CM1839  HISTORY     - 1973     MONUMENTED       GADT
 CM1839
 CM1839                          STATION DESCRIPTION
 CM1839
 CM1839'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 CM1839'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF
 CM1839'RICHLAND, 6.8 MILES SOUTHWEST OF PRESTON, AND 9.3 MILES SOUTHEAST OF
 CM1839'LUMPKIN.
 CM1839'
 CM1839'TO REACH THE STATION FROM THE INTERSECTION OF GA. 27 AND GA. 55
 CM1839'IN RICHLAND, GO SOUTH ALONG GA. 55 FOR 6.46 MILES TO THE
 CM1839'INTERSECTION OF PAVED COUNTY ROAD NO. S-2103 ON THE LEFT, TURN
 CM1839'LEFT AND GO EAST ALONG THE PAVED ROAD FOR 1.45 MILES TO THE
 CM1839'STATION ON THE LEFT ON THE TOP OF A DITCH BANK.
 CM1839'
 CM1839'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 CM1839'DEPARTMENT, STAMPED 152-210.  THE SURFACE DISK IS SET IN THE TOP
 CM1839'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CM1839'THE GROUND.  IT IS 62.9 FEET NORTH OF THE CENTERLINE OF THE
 CM1839'COUNTY ROAD, 99.0 FEET NORTHEAST OF THE EAST END OF A 18-INCH
 CM1839'METAL CROSS-DRAIN PIPE, AND 60.4 FEET SOUTHWEST OF A 14-INCH
 CM1839'PECAN TREE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 CM1839'CONCRETE 1.85 FEET BELOW THE SURFACE MARK.
 CM1839'
 CM1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG COUNTY
 CM1839'ROAD NO. S-2103 FOR 0.38 MILE TO THE AZIMUTH MARK ON THE
 CM1839'RIGHT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 CM1839'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 CM1839'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 CM1839'IS 46.0 FEET SOUTH OF THE CENTERLINE OF PAVED COUNTY ROAD
 CM1839'NO. S-2103, 22.6 FEET SOUTHEAST OF A 18-INCH CONCRETE PIPE, AND
 CM1839'4.2 FEET WEST OF A POWER POLE.
 CM1839'
 CM1839'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1963 ***********************************************************************
 BT1963  DESIGNATION -  BV 152 211
 BT1963  PID         -  BT1963
 BT1963  STATE/COUNTY-  GA/WEBSTER
 BT1963  USGS QUAD   -  PARROTT (1972)
 BT1963
 BT1963                         *CURRENT SURVEY CONTROL
 BT1963  ___________________________________________________________________
 BT1963* NAD 83(1994)-  31 59 10.25454(N)    084 36 02.09697(W)     ADJUSTED  
 BT1963* NAVD 88     -       163.1    (meters)     535.     (feet)  VERTCON   
 BT1963  ___________________________________________________________________
 BT1963  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BT1963  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BT1963
 BT1963  HORZ ORDER  -  SECOND
 BT1963
 BT1963.The horizontal coordinates were established by classical geodetic methods
 BT1963.and adjusted by the National Geodetic Survey in September 1997..
 BT1963
 BT1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1963
 BT1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1963
 BT1963.The geoid height was determined by GEOID03.
 BT1963
 BT1963;                    North         East     Units Scale Factor Converg.
 BT1963;SPC GA W     -   220,267.012   658,995.710   MT  0.99992073   -0 13 47.5
 BT1963;SPC GA W     -   722,659.36  2,162,055.09   sFT  0.99992073   -0 13 47.5
 BT1963;UTM  16      - 3,541,419.443   726,701.089   MT  1.00023386   +1 16 17.6
 BT1963
 BT1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1963!SPC GA W     -   0.99997851  x   0.99992073  =   0.99989924
 BT1963!UTM  16      -   0.99997851  x   1.00023386  =   1.00021237
 BT1963
 BT1963|---------------------------------------------------------------------|
 BT1963| PID    Reference Object                     Distance      Geod. Az  |
 BT1963|                                                           dddmmss.s |
 BT1963| BT1962 BV 152 211 GAHD 1973 PTA             12.067 METERS 00241     |
 BT1963| CY8724 BV 152 211 AZ MK                                   0413823.0 |
 BT1963|---------------------------------------------------------------------|
 BT1963
 BT1963                          SUPERSEDED SURVEY CONTROL
 BT1963
 BT1963  NAD 83(1994)-  31 59 10.26002(N)    084 36 02.09775(W) AD(       ) 2
 BT1963  NAD 83(1986)-  31 59 10.26004(N)    084 36 02.09756(W) AD(       ) 2
 BT1963  NAD 27      -  31 59 09.68300(N)    084 36 02.39432(W) AD(       ) 2
 BT1963  NGVD 29 (07/19/86)  163.2    (m)          535.     (f) VERT ANG       
 BT1963
 BT1963.Superseded values are not recommended for survey control.
 BT1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1963.See file dsdata.txt to determine how the superseded data were derived.
 BT1963
 BT1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2670141419(NAD 83)
 BT1963_MARKER: DD = SURVEY DISK
 BT1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1963
 BT1963  HISTORY     - Date     Condition        Report By
 BT1963  HISTORY     - 1973     MONUMENTED       GADT
 BT1963
 BT1963                          STATION DESCRIPTION
 BT1963
 BT1963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1963'THE STATION IS LOCATED APPROXIMATELY 1.1 MILE NORTHEAST OF WESTON,
 BT1963'6.3 MILES SOUTHWEST OF PRESTON, AND 9.2 MILES WEST OF BOTTSFORD.
 BT1963'
 BT1963'TO REACH THE STATION FROM THE INTERSECTION OF GA. 55 AND GA. 41
 BT1963'IN WESTON, GO NORTH ALONG GA. 41 FOR 1.19 MILES TO THE STATION ON
 BT1963'THE RIGHT ON THE TOP OF A DITCH BANK.
 BT1963'
 BT1963'STATION MARKS ARE STANDARD BRASS DISKS OF THE GEORGIA HIGHWAY
 BT1963'DEPARTMENT, STAMPED 152-211.  THE SURFACE DISK IS SET IN THE TOP
 BT1963'OF 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1963'THE GROUND.  IT IS 3.8 FEET WEST OF A WITNESS POST, 9.2 FEET EAST
 BT1963'OF A POWER POLE, AND 179.0 FEET NORTHEAST OF A FENCE
 BT1963'CORNER.  (NOTE-THREE IS NO SUB-SURFACE MARK.)
 BT1963'
 BT1963'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ALONG
 BT1963'GA. 41 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH
 BT1963'MARK IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 BT1963'STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1963'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF
 BT1963'A WITNESS POST, 2.9 FEET WEST OF A POWER POLE, AND 44.0 FEET EAST
 BT1963'OF THE CENTERLINE OF THE PAVED ROAD.
 BT1963'
 BT1963'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1959 ***********************************************************************
 BT1959  DESIGNATION -  BV 152 212
 BT1959  PID         -  BT1959
 BT1959  STATE/COUNTY-  GA/WEBSTER
 BT1959  USGS QUAD   -  PARROTT (1972)
 BT1959
 BT1959                         *CURRENT SURVEY CONTROL
 BT1959  ___________________________________________________________________
 BT1959* NAD 83(1994)-  31 58 44.61252(N)    084 31 19.91097(W)     ADJUSTED  
 BT1959* NAVD 88     -       154.9    (meters)     508.     (feet)  VERTCON   
 BT1959  ___________________________________________________________________
 BT1959  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BT1959  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT1959
 BT1959  HORZ ORDER  -  SECOND
 BT1959
 BT1959.The horizontal coordinates were established by classical geodetic methods
 BT1959.and adjusted by the National Geodetic Survey in September 1997..
 BT1959
 BT1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1959
 BT1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1959
 BT1959.The geoid height was determined by GEOID03.
 BT1959
 BT1959;                    North         East     Units Scale Factor Converg.
 BT1959;SPC GA W     -   219,450.231   666,400.407   MT  0.99991392   -0 11 17.9
 BT1959;SPC GA W     -   719,979.63  2,186,348.67   sFT  0.99991392   -0 11 17.9
 BT1959;UTM  16      - 3,540,796.731   734,127.150   MT  1.00027607   +1 18 46.3
 BT1959
 BT1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1959!SPC GA W     -   0.99997981  x   0.99991392  =   0.99989374
 BT1959!UTM  16      -   0.99997981  x   1.00027607  =   1.00025588
 BT1959
 BT1959:                Primary Azimuth Mark                     Grid Az
 BT1959:SPC GA W     -  BV 152 212 AZ MK                         124 32 24.9
 BT1959:UTM  16      -  BV 152 212 AZ MK                         123 02 20.7
 BT1959
 BT1959|---------------------------------------------------------------------|
 BT1959| PID    Reference Object                     Distance      Geod. Az  |
 BT1959|                                                           dddmmss.s |
 BT1959| CY8725 BV 152 212 AZ MK                                   1242107.0 |
 BT1959| BT1960 BV 152 212 GAHD 1973 PTA              9.303 METERS 33331     |
 BT1959|---------------------------------------------------------------------|
 BT1959
 BT1959                          SUPERSEDED SURVEY CONTROL
 BT1959
 BT1959  NAD 83(1994)-  31 58 44.61784(N)    084 31 19.91184(W) AD(       ) 2
 BT1959  NAD 83(1986)-  31 58 44.61784(N)    084 31 19.91183(W) AD(       ) 2
 BT1959  NAD 27      -  31 58 44.03827(N)    084 31 20.21386(W) AD(       ) 2
 BT1959  NGVD 29 (07/19/86)  155.0    (m)          509.     (f) VERT ANG       
 BT1959
 BT1959.Superseded values are not recommended for survey control.
 BT1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1959.See file dsdata.txt to determine how the superseded data were derived.
 BT1959
 BT1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3412740797(NAD 83)
 BT1959_MARKER: DD = SURVEY DISK
 BT1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1959
 BT1959  HISTORY     - Date     Condition        Report By
 BT1959  HISTORY     - 1973     MONUMENTED       GADT
 BT1959
 BT1959                          STATION DESCRIPTION
 BT1959
 BT1959'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1959'THE STATION IS LOCATED APPROXIMATELY 8.5 MILES SOUTHWEST OF PLAINS,
 BT1959'6.1 MILES SOUTH OF PRESTON, AND 13.6 MILES NORTHWEST OF BRONWOOD.
 BT1959'
 BT1959'TO REACH THE STATION FROM THE INTERSECTION OF GA 27 AND GA 41
 BT1959'IN PRESTON, GO SOUTH ALONG GA 41 FOR 4.2 MILES TO THE INTERSECTION
 BT1959'OF PAVED COUNTY CROSS-ROAD NO. S-643, TURN LEFT AND GO SOUTHEAST
 BT1959'ALONG THE PAVED ROAD FOR 3.4 MILES TO THE STATION ON THE RIGHT IN
 BT1959'AN OLD SCHOOL YARD.
 BT1959'
 BT1959'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1959'DEPARTMENT STAMPED 152-212.  THE SURFACE DISK IS SET IN THE TOP
 BT1959'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1959'THE GROUND.  IT IS 35.4 FEET NORTHEAST OF A POWER POLE, 46.6
 BT1959'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, AND 3.6 FEET
 BT1959'NORTH OF WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 BT1959'IRREGULAR MASS OF CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1959'
 BT1959'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 BT1959'ALONG THE PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 BT1959'LEFT.  THE AZIMUTH MARK IS A STANDARD BRASS DISK OF THE GEORGIA
 BT1959'HIGHWAY DEPARTMENT, STAMPED AZI, SET IN THE TOP OF A 10-INCH
 BT1959'CYLINDRICAL MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 35.9
 BT1959'FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 2.6 FEET
 BT1959'SOUTH OF A POWER POLE, AND 3.6 FEET SOUTH OF A FENCE.
 BT1959'
 BT1959'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1714 ***********************************************************************
 BT1714  DESIGNATION -  BV 152 213
 BT1714  PID         -  BT1714
 BT1714  STATE/COUNTY-  GA/WEBSTER
 BT1714  USGS QUAD   -  BOTTSFORD (1973)
 BT1714
 BT1714                         *CURRENT SURVEY CONTROL
 BT1714  ___________________________________________________________________
 BT1714* NAD 83(1994)-  31 56 55.05246(N)    084 27 10.87661(W)     ADJUSTED  
 BT1714* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 BT1714  ___________________________________________________________________
 BT1714  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BT1714  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT1714
 BT1714  HORZ ORDER  -  SECOND
 BT1714
 BT1714.The horizontal coordinates were established by classical geodetic methods
 BT1714.and adjusted by the National Geodetic Survey in September 1997..
 BT1714
 BT1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1714
 BT1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1714
 BT1714.The geoid height was determined by GEOID03.
 BT1714
 BT1714;                    North         East     Units Scale Factor Converg.
 BT1714;SPC GA W     -   216,056.518   672,929.034   MT  0.99990903   -0 09 05.5
 BT1714;SPC GA W     -   708,845.43  2,207,768.01   sFT  0.99990903   -0 09 05.5
 BT1714;UTM  16      - 3,537,573.905   740,744.947   MT  1.00031484   +1 20 54.3
 BT1714
 BT1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1714!SPC GA W     -   0.99998454  x   0.99990903  =   0.99989358
 BT1714!UTM  16      -   0.99998454  x   1.00031484  =   1.00029938
 BT1714
 BT1714:                Primary Azimuth Mark                     Grid Az
 BT1714:SPC GA W     -  BV 152 213 AZ MK                         184 45 52.6
 BT1714:UTM  16      -  BV 152 213 AZ MK                         183 15 52.8
 BT1714
 BT1714|---------------------------------------------------------------------|
 BT1714| PID    Reference Object                     Distance      Geod. Az  |
 BT1714|                                                           dddmmss.s |
 BT1714| CY8726 BV 152 213 AZ MK                                   1843647.1 |
 BT1714| BT1712 BV 152 213 GAHD 1973 PTA             18.091 METERS 33713     |
 BT1714|---------------------------------------------------------------------|
 BT1714
 BT1714                          SUPERSEDED SURVEY CONTROL
 BT1714
 BT1714  NAD 83(1986)-  31 56 55.05748(N)    084 27 10.87770(W) AD(       ) 2
 BT1714  NAD 27      -  31 56 54.47207(N)    084 27 11.18819(W) AD(       ) 2
 BT1714  NGVD 29 (07/19/86)  125.0    (m)          410.     (f) VERT ANG       
 BT1714
 BT1714.Superseded values are not recommended for survey control.
 BT1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1714.See file dsdata.txt to determine how the superseded data were derived.
 BT1714
 BT1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA4074537574(NAD 83)
 BT1714_MARKER: DD = SURVEY DISK
 BT1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1714
 BT1714  HISTORY     - Date     Condition        Report By
 BT1714  HISTORY     - 1973     MONUMENTED       GADT
 BT1714
 BT1714                          STATION DESCRIPTION
 BT1714
 BT1714'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1714'THE STATION IS LOCATED APPROXIMATELY 9.6 MILES SOUTHEAST OF WESTON,
 BT1714'2.5 MILES SOUTHWEST OF BOTTSFORD, 9.6 MILES NORTHWEST OF BRONWOOD.
 BT1714'
 BT1714'TO REACH THE STATION FROM THE INTERSECTION OF GA 308 AND GA 45
 BT1714'IN PLAINS, PROCEED SOUTH ON GA 45 FOR 7.30 MILES TO DIRT COUNTY
 BT1714'ROAD NO. 34, TURN RIGHT AND PROCEED SOUTH ON DIRT COUNTY ROAD
 BT1714'NO. 34 FOR 0.30 MILE TO THE STATION ON THE RIGHT.
 BT1714'
 BT1714'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1714'DEPARTMENT, STAMPED 152-213.  THE SURFACE DISK IS SET IN THE TOP
 BT1714'OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BT1714'GROUND.  IT IS LOCATED 3.5 FEET EAST OF THE POWER POLE, 38.0 FEET
 BT1714'EAST OF THE FENCE, 88.0 FEET EAST OF THE TELEPHONE PEDESTAL.  THE
 BT1714'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.8
 BT1714'FEET BELOW THE SURFACE DISK.
 BT1714'
 BT1714'TO REACH THE AZIMUTH MARK PROCEED SOUTH ON DIRT COUNTY ROAD
 BT1714'NO. 34 FROM THE STATION FOR 0.32 MILE TO PAVED COUNTY ROAD NO. 10,
 BT1714'TURN RIGHT AND PROCEED ON PAVED COUNTY ROAD NO. 10 FOR 0.10 MILE
 BT1714'TO THE AZIMUTH MARK ON THE RIGHT.  THE AZIMUTH MARK IS A STANDARD
 BT1714'BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT, STAMPED AZI, SET IN
 BT1714'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 BT1714'WITH THE GROUND.  IT IS LOCATED 39.0 FEET NORTHEAST OF PAVED
 BT1714'COUNTY ROAD NO. 10, 2.6 FEET SOUTHEAST OF THE WITNESS POST,
 BT1714'2.0 FEET SOUTH OF THE FENCE.
 BT1714'
 BT1714'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1996 ***********************************************************************
 BT1996  DESIGNATION -  BV 152 214
 BT1996  PID         -  BT1996
 BT1996  STATE/COUNTY-  GA/WEBSTER
 BT1996  USGS QUAD   -  BENEVOLENCE (1972)
 BT1996
 BT1996                         *CURRENT SURVEY CONTROL
 BT1996  ___________________________________________________________________
 BT1996* NAD 83(1994)-  31 56 51.43581(N)    084 38 12.04370(W)     ADJUSTED  
 BT1996* NAVD 88     -       166.1    (meters)     545.     (feet)  VERTCON   
 BT1996  ___________________________________________________________________
 BT1996  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BT1996  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BT1996
 BT1996  HORZ ORDER  -  SECOND
 BT1996
 BT1996.The horizontal coordinates were established by classical geodetic methods
 BT1996.and adjusted by the National Geodetic Survey in September 1997..
 BT1996
 BT1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1996
 BT1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1996
 BT1996.The geoid height was determined by GEOID03.
 BT1996
 BT1996;                    North         East     Units Scale Factor Converg.
 BT1996;SPC GA W     -   216,005.772   655,566.069   MT  0.99992434   -0 14 55.3
 BT1996;SPC GA W     -   708,678.94  2,150,803.01   sFT  0.99992434   -0 14 55.3
 BT1996;UTM  16      - 3,537,068.538   723,383.212   MT  1.00021544   +1 15 03.8
 BT1996
 BT1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1996!SPC GA W     -   0.99997804  x   0.99992434  =   0.99990238
 BT1996!UTM  16      -   0.99997804  x   1.00021544  =   1.00019347
 BT1996
 BT1996:                Primary Azimuth Mark                     Grid Az
 BT1996:SPC GA W     -  CHAMBLISS TV STA WACS MAST               098 55 54.4
 BT1996:UTM  16      -  CHAMBLISS TV STA WACS MAST               097 25 55.3
 BT1996
 BT1996|---------------------------------------------------------------------|
 BT1996| PID    Reference Object                     Distance      Geod. Az  |
 BT1996|                                                           dddmmss.s |
 BT1996| BT1965 CHAMBLISS TV STA WACS MAST          APPROX. 7.9 KM 0984059.1 |
 BT1996| CY8727 BV 152 214 AZ MK                                   1811214.4 |
 BT1996|---------------------------------------------------------------------|
 BT1996
 BT1996                          SUPERSEDED SURVEY CONTROL
 BT1996
 BT1996  NAD 83(1994)-  31 56 51.44184(N)    084 38 12.04475(W) AD(       ) 2
 BT1996  NAD 83(1986)-  31 56 51.44199(N)    084 38 12.04426(W) AD(       ) 2
 BT1996  NAD 27      -  31 56 50.86632(N)    084 38 12.33882(W) AD(       ) 2
 BT1996  NGVD 29 (07/19/86)  166.2    (m)          545.     (f) VERT ANG       
 BT1996
 BT1996.Superseded values are not recommended for survey control.
 BT1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1996.See file dsdata.txt to determine how the superseded data were derived.
 BT1996
 BT1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2338337069(NAD 83)
 BT1996_MARKER: DD = SURVEY DISK
 BT1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1996
 BT1996  HISTORY     - Date     Condition        Report By
 BT1996  HISTORY     - 1973     MONUMENTED       GADT
 BT1996
 BT1996                          STATION DESCRIPTION
 BT1996
 BT1996'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (RS)
 BT1996'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF
 BT1996'WESTON, 5.3 MILES NORTHEAST OF BROOKSVILLE AND 8.3 MILES
 BT1996'NORTHWEST OF PARROTT.
 BT1996'
 BT1996'TO REACH THE STATION FROM THE INTERSECTION OF GA 55 AND GA
 BT1996'41 IN WESTON, PROCEED SOUTH ON GA 41 FOR 2.4 MILES TO THE
 BT1996'STATION ON THE LEFT.
 BT1996'
 BT1996'STATION MARKS ARE STANDARD BRASS DISK OF THE GEORGIA HIGHWAY
 BT1996'DEPARTMENT, STAMPED 152-214.  THE SURFACE DISK IS SET IN THE
 BT1996'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 BT1996'THE GROUND.  IT IS 42.5 FEET EAST OF THE CENTERLINE OF GA. 41, 8.4
 BT1996'FEET NORTHEAST OF THE POWER POLE AND 7.2 FEET WEST OF THE
 BT1996'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BT1996'CONCRETE 1.9 FEET BELOW THE SURFACE DISK.
 BT1996'
 BT1996'TO REACH THE AZIMUTH MARK PROCEED SOUTH ON GA 41 FROM THE STATION
 BT1996'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK
 BT1996'IS A STANDARD BRASS DISK OF THE GEORGIA HIGHWAY DEPARTMENT,
 BT1996'STAMPED AZI, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 BT1996'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 41.0 FEET EAST
 BT1996'OF THE CENTERLINE OF GA 41, 8.0 FEET WEST OF THE FENCE AND 2.7
 BT1996'FEET NORTHEAST OF THE POWER POLE.
 BT1996'
 BT1996'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2836 ***********************************************************************
 CL2836  DESIGNATION -  BV 153 200
 CL2836  PID         -  CL2836
 CL2836  STATE/COUNTY-  GA/WHEELER
 CL2836  USGS QUAD   -  GLENWOOD (1970)
 CL2836
 CL2836                         *CURRENT SURVEY CONTROL
 CL2836  ___________________________________________________________________
 CL2836* NAD 83(1994)-  32 10 51.19931(N)    082 40 14.62340(W)     ADJUSTED  
 CL2836* NAVD 88     -        58.2    (meters)     191.     (feet)  VERTCON   
 CL2836  ___________________________________________________________________
 CL2836  X           -     689,322.417 (meters)                     COMP
 CL2836  Y           -  -5,359,278.077 (meters)                     COMP
 CL2836  Z           -   3,377,441.088 (meters)                     COMP
 CL2836  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CL2836  ELLIP HEIGHT-          29.90  (meters)          (09/03/97) GPS OBS
 CL2836  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CL2836
 CL2836  HORZ ORDER  -  FIRST
 CL2836  ELLP ORDER  -  FOURTH    CLASS II
 CL2836
 CL2836.The horizontal coordinates were established by GPS observations
 CL2836.and adjusted by the National Geodetic Survey in September 1997..
 CL2836
 CL2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2836
 CL2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2836
 CL2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2836
 CL2836.The ellipsoidal height was determined by GPS observations
 CL2836.and is referenced to NAD 83.
 CL2836
 CL2836.The geoid height was determined by GEOID03.
 CL2836
 CL2836;                    North         East     Units Scale Factor Converg.
 CL2836;SPC GA E     -   241,884.672   152,467.827   MT  0.99992785   -0 16 06.5
 CL2836;SPC GA E     -   793,583.29    500,221.53   sFT  0.99992785   -0 16 06.5
 CL2836;UTM  17      - 3,561,709.415   342,491.617   MT  0.99990595   -0 53 24.0
 CL2836
 CL2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2836!SPC GA E     -   0.99999531  x   0.99992785  =   0.99992316
 CL2836!UTM  17      -   0.99999531  x   0.99990595  =   0.99990126
 CL2836
 CL2836:                Primary Azimuth Mark                     Grid Az
 CL2836:SPC GA E     -  BV 153 200 AZ MK                         249 05 07.0
 CL2836:UTM  17      -  BV 153 200 AZ MK                         249 42 24.5
 CL2836
 CL2836|---------------------------------------------------------------------|
 CL2836| PID    Reference Object                     Distance      Geod. Az  |
 CL2836|                                                           dddmmss.s |
 CL2836| CL2963 BV 153 200 AZ MK                    454.088 METERS 2484900.5 |
 CL2836| CL2975 W 75 RESET                           96.315 METERS 24928     |
 CL2836|---------------------------------------------------------------------|
 CL2836
 CL2836                          SUPERSEDED SURVEY CONTROL
 CL2836
 CL2836  NAD 83(1986)-  32 10 51.20371(N)    082 40 14.62228(W) AD(       ) 1
 CL2836  NGVD 29 (12/08/88)   58.4    (m)          192.     (f) GPS OBS        
 CL2836
 CL2836.Superseded values are not recommended for survey control.
 CL2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2836.See file dsdata.txt to determine how the superseded data were derived.
 CL2836
 CL2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4249261709(NAD 83)
 CL2836_MARKER: DD = SURVEY DISK
 CL2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2836+STABILITY: SURFACE MOTION
 CL2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2836+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 CL2836
 CL2836  HISTORY     - Date     Condition        Report By
 CL2836  HISTORY     - 1985     MONUMENTED       GADT
 CL2836  HISTORY     - 19861202 GOOD
 CL2836  HISTORY     - 20031028 GOOD             GADT
 CL2836
 CL2836                          STATION DESCRIPTION
 CL2836
 CL2836'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2836'THE STATION IS LOCATED AT THE RAILWAY CROSSING OF STATE ROUTE 19
 CL2836'IN GLENWOOD.
 CL2836'OWNERSHIP--RAILWAY RIGHT OF WAY.
 CL2836'
 CL2836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2836'ROUTE 19 IN GLENWOOD, GO NORTH ON THE STATE HIGHWAY FOR
 CL2836'APPROXIMATELY 80 METERS TO THE STATION ON THE LEFT ON THE SOUTH
 CL2836'SIDE OF THE SEABOARD COAST LINE RAILWAY AND NORTH OF A FENCED CITY
 CL2836'PARK.
 CL2836'
 CL2836'THE STATION IS A STANDARD GADT DISK
 CL2836'STAMPED---153-200 1983---,
 CL2836'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2836'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2836'35.66 METERS (117.0 FT) WEST FROM THE CENTER OF THE STATE ROUTE,
 CL2836'23.7 METERS (77.7 FT) SOUTHWEST FROM A POWER POLE WITH METER BOX,
 CL2836'21.27 METERS (69.8 FT) SOUTHWEST FROM A FENCE CORNER AT A GATE,
 CL2836'9.5 METERS (31.2 FT) SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF THE
 CL2836'TRACK AND
 CL2836'0.88 METERS (2.9 FT) NORTH-NORTHWEST FROM A WINESS POST AND FENCE.
 CL2836'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2836'STAMPED---153-200 1985---,
 CL2836'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2836'
 CL2836'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2836'STAMPED---153-200 1985 AZ MK---,
 CL2836'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2836'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2836'22.12 METERS (72.6 FT) NORTHEAST FROM A POLE FOR AN ANTENNA,
 CL2836'6.80 METERS (22.3 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THIRD
 CL2836'AVENUE,
 CL2836'1.75 METERS (5.8 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF A
 CL2836'CONCRETE SIDEWALK AND
 CL2836'1.13 METERS (3.7 FT) EAST-NORTHEAST FROM A WITNESS POLE AT POWER
 CL2836'POLE B553.
 CL2836'TO REACH THE AZIMUTH FROM THE STATION,
 CL2836'GO WEST FOR 0.45 KM (0.3 MI) ON THE RAILWAY TRACKS AND THEN THIRD
 CL2836'AVENUE TO THE SOUTH OF THE TRACKS TO THE STATION ON THE LEFT AT THE
 CL2836'EASTERN ENTRANCE TO A SCHOOL AND EAST OF A DRIVEWAY JUNCTION THERE.
 CL2836'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2836'STAMPED---153-200 1985 AZ MK---,
 CL2836'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2836'
 CL2836'DESCRIBED BY B. PUTZIGER.
 CL2836
 CL2836                          STATION RECOVERY (1986)
 CL2836
 CL2836'RECOVERED 1986
 CL2836'RECOVERED IN GOOD CONDITION.
 CL2836
 CL2836                          STATION RECOVERY (2003)
 CL2836
 CL2836'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2963 ***********************************************************************
 CL2963  DESIGNATION -  BV 153 200 AZ MK
 CL2963  PID         -  CL2963
 CL2963  STATE/COUNTY-  GA/WHEELER
 CL2963  USGS QUAD   -  GLENWOOD (1970)
 CL2963
 CL2963                         *CURRENT SURVEY CONTROL
 CL2963  ___________________________________________________________________
 CL2963* NAD 83(1994)-  32 10 45.87206(N)    082 40 30.78584(W)     ADJUSTED  
 CL2963* NAVD 88     -        59.     (meters)     194.     (feet)  VERTCON   
 CL2963  ___________________________________________________________________
 CL2963  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CL2963  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CL2963
 CL2963  HORZ ORDER  -  SECOND
 CL2963
 CL2963.The horizontal coordinates were established by classical geodetic methods
 CL2963.and adjusted by the National Geodetic Survey in September 1997..
 CL2963
 CL2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2963
 CL2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2963
 CL2963.The geoid height was determined by GEOID03.
 CL2963
 CL2963;                    North         East     Units Scale Factor Converg.
 CL2963;SPC GA E     -   241,722.584   152,043.689   MT  0.99992835   -0 16 15.0
 CL2963;SPC GA E     -   793,051.51    498,830.00   sFT  0.99992835   -0 16 15.0
 CL2963;UTM  17      - 3,561,551.941   342,065.754   MT  0.99990761   -0 53 32.5
 CL2963
 CL2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2963!SPC GA E     -   0.99999517  x   0.99992835  =   0.99992352
 CL2963!UTM  17      -   0.99999517  x   0.99990761  =   0.99990278
 CL2963
 CL2963                          SUPERSEDED SURVEY CONTROL
 CL2963
 CL2963  NAD 83(1986)-  32 10 45.87676(N)    082 40 30.78485(W) AD(       ) 2
 CL2963  NGVD 29 (06/19/89)   59.     (m)          194.     (f) VERT ANG       
 CL2963
 CL2963.Superseded values are not recommended for survey control.
 CL2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2963.See file dsdata.txt to determine how the superseded data were derived.
 CL2963
 CL2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4206661552(NAD 83)
 CL2963_MARKER: DD = SURVEY DISK
 CL2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2963+STABILITY: SURFACE MOTION
 CL2963
 CL2963  HISTORY     - Date     Condition        Report By
 CL2963  HISTORY     - 1985     MONUMENTED       GADT
 CL2963
 CL2963                          STATION DESCRIPTION
 CL2963
 CL2963'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2963'THE STATION IS LOCATED AT THE SCHOOLHOUSE IN GLENWOOD.
 CL2963'OWNERSHIOP--COUNTY RIGHT OF WAY.
 CL2963'
 CL2963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2963'ROUTE 19 IN GLENWOOD, GO WEST ON THE U.S. HIGHWAY FOR 0.15 KM
 CL2963'(0.1 MI) TO A ROAD RIGHT.  TURN RIGHT FOR ABOUT 90 METERS TO THIRD
 CL2963'AVENUE ON THE LEFT.  TURN LEFT FOR 0.35 KM (0.2 MI) TO A DRIVEWAY
 CL2963'ON THE LEFT AT THE EAST SIDE OF A DRIVEWAY TO THE SCHOOL AND THE
 CL2963'STATION AT A POWER POLE EAST OF THE DRIVEWAY.
 CL2963'
 CL2963'THE STATION IS A STANDARD GADT DISK
 CL2963'STAMPED---153-200 1985 AZ MK---,
 CL2963'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2963'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2963'22.12 METERS (72.6 FT) NORTHEAST FROM A POLE FOR AN ANTENNA,
 CL2963'6.80 METERS (22.3 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THIRD
 CL2963'AVENUE,
 CL2963'1.75 METERS (5.8 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF A
 CL2963'CONCRETE SIDEWALK AND
 CL2963'1.13 METERS (3.7 FT) EAST-NORTHEAST FROM A METAL WITNESS POST AT
 CL2963'POWER POLE B533.
 CL2963'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2963'STAMPED---153-200 1985 AZ MK---,
 CL2963'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2963'
 CL2963'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2963'
 CL2963'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2837 ***********************************************************************
 CL2837  DESIGNATION -  BV 153 201
 CL2837  PID         -  CL2837
 CL2837  STATE/COUNTY-  GA/WHEELER
 CL2837  USGS QUAD   -  ALAMO (1985)
 CL2837
 CL2837                         *CURRENT SURVEY CONTROL
 CL2837  ___________________________________________________________________
 CL2837* NAD 83(1994)-  32 08 51.51288(N)    082 46 41.94220(W)     ADJUSTED  
 CL2837* NAVD 88     -        71.20   (+/-2cm)     233.6    (feet)  VERTCON   
 CL2837  ___________________________________________________________________
 CL2837  X           -     679,505.807 (meters)                     COMP
 CL2837  Y           -  -5,362,521.095 (meters)                     COMP
 CL2837  Z           -   3,374,327.215 (meters)                     COMP
 CL2837  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CL2837  ELLIP HEIGHT-          43.05  (meters)          (09/03/97) GPS OBS
 CL2837  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL2837
 CL2837  HORZ ORDER  -  FIRST
 CL2837  VERT ORDER  -  THIRD (See Below)
 CL2837  ELLP ORDER  -  FOURTH    CLASS II
 CL2837
 CL2837.The horizontal coordinates were established by GPS observations
 CL2837.and adjusted by the National Geodetic Survey in September 1997..
 CL2837
 CL2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2837.The vertical order pertains to the NGVD 29 superseded value.
 CL2837
 CL2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2837
 CL2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2837
 CL2837.The ellipsoidal height was determined by GPS observations
 CL2837.and is referenced to NAD 83.
 CL2837
 CL2837.The geoid height was determined by GEOID03.
 CL2837
 CL2837;                    North         East     Units Scale Factor Converg.
 CL2837;SPC GA E     -   238,250.897   142,301.310   MT  0.99994104   -0 19 31.7
 CL2837;SPC GA E     -   781,661.48    466,866.88   sFT  0.99994104   -0 19 31.7
 CL2837;UTM  17      - 3,558,186.117   332,286.378   MT  0.99994689   -0 56 47.3
 CL2837
 CL2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2837!SPC GA E     -   0.99999324  x   0.99994104  =   0.99993428
 CL2837!UTM  17      -   0.99999324  x   0.99994689  =   0.99994013
 CL2837
 CL2837:                Primary Azimuth Mark                     Grid Az
 CL2837:SPC GA E     -  BV 153 201 AZ MK                         211 54 57.5
 CL2837:UTM  17      -  BV 153 201 AZ MK                         212 32 13.1
 CL2837
 CL2837|---------------------------------------------------------------------|
 CL2837| PID    Reference Object                     Distance      Geod. Az  |
 CL2837|                                                           dddmmss.s |
 CL2837| CL2964 BV 153 201 AZ MK                    APPROX. 0.9 KM 2113525.8 |
 CL2837| CL2912 308 B                                15.644 METERS 30102     |
 CL2837|---------------------------------------------------------------------|
 CL2837
 CL2837                          SUPERSEDED SURVEY CONTROL
 CL2837
 CL2837  NAD 83(1986)-  32 08 51.51510(N)    082 46 41.93677(W) AD(       ) 1
 CL2837  NGVD 29 (12/08/88)   71.43   (m)          234.3    (f) LEVELING    3  
 CL2837
 CL2837.Superseded values are not recommended for survey control.
 CL2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2837.See file dsdata.txt to determine how the superseded data were derived.
 CL2837
 CL2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3228658186(NAD 83)
 CL2837_MARKER: DD = SURVEY DISK
 CL2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2837+STABILITY: SURFACE MOTION
 CL2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2837+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1986
 CL2837
 CL2837  HISTORY     - Date     Condition        Report By
 CL2837  HISTORY     - 1985     MONUMENTED       GADT
 CL2837  HISTORY     - 19861210 GOOD
 CL2837
 CL2837                          STATION DESCRIPTION
 CL2837
 CL2837'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2837'THE STATION IS LOCATED IN THE TOWN OF ALAMO.
 CL2837'OWNERSHIP--STATE RIGHT OF WAY.
 CL2837'
 CL2837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2837'ROUTE 126 IN ALAMO WALK TO THE NORTHEAST QUADRANT OF THE JUNCTION.
 CL2837'
 CL2837'THE STATION IS A STANDARD GADT DISK
 CL2837'STAMPED---153-201 1985---,
 CL2837'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2837'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2837'13.60 METERS (44.6 FT) SOUTHEAST FROM A POWER POLE WITH TRANSFORMER,
 CL2837'10.97 METERS (36.0 FT) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY
 CL2837'280,
 CL2837'8.53 METERS (28.0 FT) NORTHEAST FROM THE CENTER OF STATE ROUTE 126,
 CL2837'1.76 METERS (5.8 FT) WEST FROM A METAL WITNESS POST AND
 CL2837'1.12 METERS (3.7 FT) SOUTHWEST FROM THE EDGE OF A SIDEWALK.
 CL2837'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2837'STAMPED---153-201 1985---,
 CL2837'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2837'
 CL2837'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2837'STAMPED---153-201 1985 AZ MK---,
 CL2837'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2837'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2837'18.25 METERS (59.9 FT) SOUTH FROM A PIPELINE WARNING SIGN,
 CL2837'6.80 METERS (22.3 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 CL2837'4.24 METERS (13.9 FT) EAST FROM A CEMENT CULVERT AND
 CL2837'1.60 METERS (5.2 FT) NORTH FROM A METAL WITNESS POST.
 CL2837'TO REACH THE AZIMUTH FROM THE STATION,
 CL2837'GO WEST FOR 0.9 KM (0.55 MI) ON U.S. HIGHWAY 280 TO A SMALL PARK ON
 CL2837'THE RIGHT AND THE STATION SOUTHWEST OF AND AT THE ENTRANCE.
 CL2837'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2837'STAMPED---153-201 1985 AZ MK---,
 CL2837'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2837'
 CL2837'DESCRIBED BY B. PUTZIGER.
 CL2837
 CL2837                          STATION RECOVERY (1986)
 CL2837
 CL2837'RECOVERED 1986
 CL2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2964 ***********************************************************************
 CL2964  DESIGNATION -  BV 153 201 AZ MK
 CL2964  PID         -  CL2964
 CL2964  STATE/COUNTY-  GA/WHEELER
 CL2964  USGS QUAD   -  ALAMO (1985)
 CL2964
 CL2964                         *CURRENT SURVEY CONTROL
 CL2964  ___________________________________________________________________
 CL2964* NAD 83(1994)-  32 08 25.65611(N)    082 47 00.63089(W)     ADJUSTED  
 CL2964* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 CL2964  ___________________________________________________________________
 CL2964  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CL2964  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CL2964
 CL2964  HORZ ORDER  -  SECOND
 CL2964
 CL2964.The horizontal coordinates were established by classical geodetic methods
 CL2964.and adjusted by the National Geodetic Survey in September 1997..
 CL2964
 CL2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2964
 CL2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2964
 CL2964.The geoid height was determined by GEOID03.
 CL2964
 CL2964;                    North         East     Units Scale Factor Converg.
 CL2964;SPC GA E     -   237,457.294   141,807.030   MT  0.99994175   -0 19 41.4
 CL2964;SPC GA E     -   779,057.81    465,245.23   sFT  0.99994175   -0 19 41.4
 CL2964;UTM  17      - 3,557,397.913   331,783.524   MT  0.99994897   -0 56 56.6
 CL2964
 CL2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2964!SPC GA E     -   0.99999434  x   0.99994175  =   0.99993609
 CL2964!UTM  17      -   0.99999434  x   0.99994897  =   0.99994331
 CL2964
 CL2964                          SUPERSEDED SURVEY CONTROL
 CL2964
 CL2964  NAD 83(1986)-  32 08 25.65864(N)    082 47 00.62606(W) AD(       ) 2
 CL2964  NGVD 29 (06/19/89)   64.     (m)          210.     (f) VERT ANG       
 CL2964
 CL2964.Superseded values are not recommended for survey control.
 CL2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2964.See file dsdata.txt to determine how the superseded data were derived.
 CL2964
 CL2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3178457398(NAD 83)
 CL2964_MARKER: DD = SURVEY DISK
 CL2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2964+STABILITY: SURFACE MOTION
 CL2964
 CL2964  HISTORY     - Date     Condition        Report By
 CL2964  HISTORY     - 1985     MONUMENTED       GADT
 CL2964
 CL2964                          STATION DESCRIPTION
 CL2964
 CL2964'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2964'THE STATION IS IN A SMALL PARK DEDICATED BY LOCAL FOLKS FOR
 CL2964'TRAVELLERS USE.
 CL2964'OWNERSHIP--STATE RIGHT OF WAY.
 CL2964'
 CL2964'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 WITH
 CL2964'STATE ROUTE 126 IN ALAMO, GO SOUTHWEST ON THE U.S. HIGHWAY FOR
 CL2964'0.9 KM (0.55 MI) TO THE STATION AT A DRIVEWAY INTO A SMALL PARK.
 CL2964'
 CL2964'THE STATION IS A STANDARD GADT DISK
 CL2964'STAMPED---153-201 1985 AZ MK---,
 CL2964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2964'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2964'18.25 METERS (59.9 FT) SOUTH FROM A PIPELINE WARNING SIGN,
 CL2964'6.80 METERS (22.3 FT) WEST FROM THE CENTER OF U.S. HIGHWAY 280,
 CL2964'4.24 METERS (13.9 FT) EAST FROM A CEMENT CULVERT UNDER THE DRIVEWAY
 CL2964'AND
 CL2964'1.60 METERS (5.2 FT) NORTH FROM A METAL WITNESS POST.
 CL2964'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2964'STAMPED---153-201 1985 AZ MK---,
 CL2964'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2964'
 CL2964'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2964'
 CL2964'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2838 ***********************************************************************
 CL2838  DESIGNATION -  BV 153 202
 CL2838  PID         -  CL2838
 CL2838  STATE/COUNTY-  GA/WHEELER
 CL2838  USGS QUAD   -  JORDAN (1970)
 CL2838
 CL2838                         *CURRENT SURVEY CONTROL
 CL2838  ___________________________________________________________________
 CL2838* NAD 83(1994)-  32 04 06.76867(N)    082 43 44.68515(W)     ADJUSTED  
 CL2838* NAVD 88     -        71.61   (+/-2cm)     234.9    (feet)  VERTCON   
 CL2838  ___________________________________________________________________
 CL2838  X           -     684,703.980 (meters)                     COMP
 CL2838  Y           -  -5,366,559.880 (meters)                     COMP
 CL2838  Z           -   3,366,898.081 (meters)                     COMP
 CL2838  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CL2838  ELLIP HEIGHT-          43.43  (meters)          (09/03/97) GPS OBS
 CL2838  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CL2838
 CL2838  HORZ ORDER  -  FIRST
 CL2838  VERT ORDER  -  THIRD (See Below)
 CL2838  ELLP ORDER  -  FOURTH    CLASS II
 CL2838
 CL2838.The horizontal coordinates were established by GPS observations
 CL2838.and adjusted by the National Geodetic Survey in September 1997..
 CL2838
 CL2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2838.The vertical order pertains to the NGVD 29 superseded value.
 CL2838
 CL2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2838
 CL2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2838
 CL2838.The ellipsoidal height was determined by GPS observations
 CL2838.and is referenced to NAD 83.
 CL2838
 CL2838.The geoid height was determined by GEOID03.
 CL2838
 CL2838;                    North         East     Units Scale Factor Converg.
 CL2838;SPC GA E     -   229,455.455   146,900.383   MT  0.99993476   -0 17 55.0
 CL2838;SPC GA E     -   752,805.11    481,955.67   sFT  0.99993476   -0 17 55.0
 CL2838;UTM  17      - 3,549,341.403   336,789.959   MT  0.99992851   -0 55 05.6
 CL2838
 CL2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2838!SPC GA E     -   0.99999318  x   0.99993476  =   0.99992794
 CL2838!UTM  17      -   0.99999318  x   0.99992851  =   0.99992169
 CL2838
 CL2838|---------------------------------------------------------------------|
 CL2838| PID    Reference Object                     Distance      Geod. Az  |
 CL2838|                                                           dddmmss.s |
 CL2838| CL2913 308 L                               100.835 METERS 22536     |
 CL2838| CL2965 BV 153 202 AZ MK                    APPROX. 0.9 KM 2374209.8 |
 CL2838|---------------------------------------------------------------------|
 CL2838
 CL2838                          SUPERSEDED SURVEY CONTROL
 CL2838
 CL2838  NAD 83(1986)-  32 04 06.77305(N)    082 43 44.68322(W) AD(       ) 1
 CL2838  NGVD 29 (12/08/88)   71.84   (m)          235.7    (f) LEVELING    3  
 CL2838
 CL2838.Superseded values are not recommended for survey control.
 CL2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2838.See file dsdata.txt to determine how the superseded data were derived.
 CL2838
 CL2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3679049341(NAD 83)
 CL2838_MARKER: DD = SURVEY DISK
 CL2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2838+STABILITY: SURFACE MOTION
 CL2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2838+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1986
 CL2838
 CL2838  HISTORY     - Date     Condition        Report By
 CL2838  HISTORY     - 1985     MONUMENTED       GADT
 CL2838  HISTORY     - 19861208 GOOD
 CL2838
 CL2838                          STATION DESCRIPTION
 CL2838
 CL2838'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2838'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 CL2838'SOUTHEAST OF ALAMO,
 CL2838'8.4 KM (5.2 MI) EAST OF SCOTLAND AND
 CL2838'10.5 KM (6.5 MI) WEST OF THE OCONEE RIVER.
 CL2838'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2838'
 CL2838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2838'ROUTE 126 IN ALAMO, GO SOUTHWEST ON THE U.S. HIGHWAY FOR 3.0 KM
 CL2838'(1.85 MI) TO COUNTY PAVED ROAD 174 ON THE LEFT.  TURN LEFT,
 CL2838'SOUTHEAST FOR 3.7 KM (2.3 MI) TO TO COUNTY PAVED ROAD 120 ON THE
 CL2838'RIGHT, SAND LEFT.  CONTINUE AHEAD FOR 5.5 KM (3.4 MI) TO COUNTY
 CL2838'PAVED ROAD 173 CROSSING.  TURN LEFT FOR APPROXIMATELY 65 METERS
 CL2838'TO THE STATION ON THE LEFT AT A CONCRETE DRIVEWAY LEADING TO THE
 CL2838'BRICK HOME OF W. PRESTON WHITE WHO WAS INFORMED ABOUT THE STATION.
 CL2838'
 CL2838'THE STATION IS A STANDARD GADT DISK
 CL2838'STAMPED---153-202 1985---,
 CL2838'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2838'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2838'25.39 METERS (83.3 FT) SOUTHEAST FROM THE CORNER OF A BRICK
 CL2838'WATER PUMP HOUSE,
 CL2838'24.84 METERS (81.5 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 CL2838'TRANSFORMER,
 CL2838'16.48 METERS (54.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST,
 CL2838'11.31 METERS (37.1 FT) EAST-NORTHEAST FROM THE CONCRETE DRIVEWAY AND
 CL2838'5.22 METERS (17.1 FT) NORTH-NORTHWEST FROM THE CENTER OF ROAD 173.
 CL2838'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2838'STAMPED---153-202 1985---,
 CL2838'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2838'
 CL2838'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2838'STAMPED---153-202 1985 AZ MK---,
 CL2838'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2838'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2838'24.80 METERS (94.5 FT) NORTH FROM A POWER POLE,
 CL2838'4.70 METERS (15.4 FT) SOUTHEAST FROM THE CENTER OF COUNTY ROAD 173
 CL2838'AND
 CL2838'1.10 METERS (3.6 FT) NORTHEAST FROM A WITNESS POST.
 CL2838'TO REACH THE AZIMUTH FROM THE STATION,
 CL2838'GO SOUTHWEST FOR 0.9 KM (0.55 MI) ON COUNTY ROAD 173 TO THE STATION
 CL2838'ON THE LEFT.
 CL2838'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2838'STAMPED---153-202 AZ MK---,
 CL2838'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2838'
 CL2838'DESCRIBED BY B. PUTZIGER.
 CL2838
 CL2838                          STATION RECOVERY (1986)
 CL2838
 CL2838'RECOVERED 1986
 CL2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2965 ***********************************************************************
 CL2965  DESIGNATION -  BV 153 202 AZ MK
 CL2965  PID         -  CL2965
 CL2965  STATE/COUNTY-  GA/WHEELER
 CL2965  USGS QUAD   -  JORDAN (1970)
 CL2965
 CL2965                         *CURRENT SURVEY CONTROL
 CL2965  ___________________________________________________________________
 CL2965* NAD 83(1994)-  32 03 50.82413(N)    082 44 14.30491(W)     ADJUSTED  
 CL2965* NAVD 88     -        57.     (meters)     187.     (feet)  VERTCON   
 CL2965  ___________________________________________________________________
 CL2965  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CL2965  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CL2965
 CL2965  HORZ ORDER  -  SECOND
 CL2965
 CL2965.The horizontal coordinates were established by classical geodetic methods
 CL2965.and adjusted by the National Geodetic Survey in September 1997..
 CL2965
 CL2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2965
 CL2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2965
 CL2965.The geoid height was determined by GEOID03.
 CL2965
 CL2965;                    North         East     Units Scale Factor Converg.
 CL2965;SPC GA E     -   228,968.445   146,120.964   MT  0.99993579   -0 18 10.6
 CL2965;SPC GA E     -   751,207.31    479,398.53   sFT  0.99993579   -0 18 10.6
 CL2965;UTM  17      - 3,548,862.851   336,005.323   MT  0.99993168   -0 55 21.0
 CL2965
 CL2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2965!SPC GA E     -   0.99999551  x   0.99993579  =   0.99993130
 CL2965!UTM  17      -   0.99999551  x   0.99993168  =   0.99992719
 CL2965
 CL2965                          SUPERSEDED SURVEY CONTROL
 CL2965
 CL2965  NAD 83(1986)-  32 03 50.82902(N)    082 44 14.30336(W) AD(       ) 2
 CL2965  NGVD 29 (06/19/89)   57.     (m)          187.     (f) VERT ANG       
 CL2965
 CL2965.Superseded values are not recommended for survey control.
 CL2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2965.See file dsdata.txt to determine how the superseded data were derived.
 CL2965
 CL2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR3600548863(NAD 83)
 CL2965_MARKER: DD = SURVEY DISK
 CL2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2965+STABILITY: SURFACE MOTION
 CL2965
 CL2965  HISTORY     - Date     Condition        Report By
 CL2965  HISTORY     - 1985     MONUMENTED       GADT
 CL2965
 CL2965                          STATION DESCRIPTION
 CL2965
 CL2965'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2965'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI)
 CL2965'EAST OF SCOTLAND,
 CL2965'10.0 KM (6.0 MI) SOUTHEAST OF ALAMO AND
 CL2965'10.5 KM (6.5 MI) WEST OF THE OCONEE RIVER.
 CL2965'OWNERSHIP--COUNTY RIGHT OF WAY
 CL2965'
 CL2965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CL2965'ROUTE 126 IN ALAMO, GO SOUTHWEST ON THE U.S. HIGHWAY FOR 3.0 KM
 CL2965'(1.85 MI) TO PAVED COUNTY ROAD 174 ON THE LEFT.  TURN LEFT ONTO THE
 CL2965'COUNTY ROAD, ALSO KNOWN AS SPRING HILL ROAD, FOR 3.7 KM (2.3 MI)
 CL2965'TO COUNTY PAVED ROAD 120 ON THE RIGHT, SAND LEFT.  CONTINUE AHEAD
 CL2965'FOR 5.5 KM (3.4 MI) TO PAVED COUNTY ROAD 173 CROSSING.  TURN RIGHT
 CL2965'SOUTHWEST FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 CL2965'
 CL2965'THE STATION IS A STANDARD GADT DISK
 CL2965'STAMPED---153-202 1985 AZ MK---,
 CL2965'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2965'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2965'24.80 METERS (94.5 FT) NORTH FROM A POWER POLE,
 CL2965'4.70 METERS (15.4 FT) SOUTHEAST FROM THE CENTER OF THE COUNTY ROAD
 CL2965'AND
 CL2965'1.10 METERS (3.6 FT) NORTHEAST FROM A WITNESS POST.
 CL2965'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2965'STAMPED---153-202 1985 AZ MK---,
 CL2965'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2965'
 CL2965'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2965'
 CL2965'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1876 ***********************************************************************
 ED1876  DESIGNATION -  BV 154 200
 ED1876  PID         -  ED1876
 ED1876  STATE/COUNTY-  GA/WHITE
 ED1876  USGS QUAD   -  CLEVELAND (1981)
 ED1876
 ED1876                         *CURRENT SURVEY CONTROL
 ED1876  ___________________________________________________________________
 ED1876* NAD 83(1994)-  34 36 42.44488(N)    083 46 21.14445(W)     ADJUSTED  
 ED1876* NAVD 88     -       456.     (meters)    1496.     (feet)  VERTCON   
 ED1876  ___________________________________________________________________
 ED1876  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 ED1876  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 ED1876
 ED1876  HORZ ORDER  -  SECOND
 ED1876
 ED1876.The horizontal coordinates were established by classical geodetic methods
 ED1876.and adjusted by the National Geodetic Survey in September 1997..
 ED1876
 ED1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1876
 ED1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1876
 ED1876.The geoid height was determined by GEOID03.
 ED1876
 ED1876;                    North         East     Units Scale Factor Converg.
 ED1876;SPC GA W     -   511,432.140   736,144.675   MT  0.99991610   +0 13 25.9
 ED1876;SPC GA W     - 1,677,923.61  2,415,167.99   sFT  0.99991610   +0 13 25.9
 ED1876;UTM  17      - 3,833,488.885   245,776.583   MT  1.00039668   -1 34 32.5
 ED1876
 ED1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1876!SPC GA W     -   0.99993301  x   0.99991610  =   0.99984912
 ED1876!UTM  17      -   0.99993301  x   1.00039668  =   1.00032967
 ED1876
 ED1876:                Primary Azimuth Mark                     Grid Az
 ED1876:SPC GA W     -  YONAH MTN LOT                            061 51 21.8
 ED1876:UTM  17      -  YONAH MTN LOT                            063 39 20.2
 ED1876
 ED1876|---------------------------------------------------------------------|
 ED1876| PID    Reference Object                     Distance      Geod. Az  |
 ED1876|                                                           dddmmss.s |
 ED1876| ED1868 YONAH MTN LOT                       APPROX. 6.1 KM 0620447.7 |
 ED1876| CZ4695 BV 154 200 AZ MK                                   0681350.9 |
 ED1876| ED1875 BV 154 200 GADT 1975 PTA             28.641 METERS 10208     |
 ED1876|---------------------------------------------------------------------|
 ED1876
 ED1876                          SUPERSEDED SURVEY CONTROL
 ED1876
 ED1876  NAD 83(1986)-  34 36 42.45360(N)    083 46 21.14646(W) AD(       ) 2
 ED1876  NAD 27      -  34 36 42.10855(N)    083 46 21.49400(W) AD(       ) 2
 ED1876  NGVD 29 (07/19/86)  456.     (m)         1496.     (f) VERT ANG       
 ED1876
 ED1876.Superseded values are not recommended for survey control.
 ED1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1876.See file dsdata.txt to determine how the superseded data were derived.
 ED1876
 ED1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4577733489(NAD 83)
 ED1876_MARKER: DD = SURVEY DISK
 ED1876_SETTING: 66 = SET IN ROCK OUTCROP
 ED1876_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ED1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1876+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 ED1876
 ED1876  HISTORY     - Date     Condition        Report By
 ED1876  HISTORY     - 1975     MONUMENTED       GADT
 ED1876  HISTORY     - 20010807 GOOD             GADT
 ED1876
 ED1876                          STATION DESCRIPTION
 ED1876
 ED1876'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1876'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTH-NORTHWEST OF
 ED1876'CLEVELAND, 7-1/2 MILES SOUTHWEST OF SAUTEE, AND 6-1/2 MILES
 ED1876'SOUTH-SOUTHWEST OF HELEN ON THE PROPERTY OF AMES TEXTILE
 ED1876'CORPORATION.
 ED1876'
 ED1876'TO REACH THE STATION FROM THE NORTHERNMOST JUNCTION OF STATE
 ED1876'ROUTE 75 AND U.S. HIGHWAY 129 (STATE ROUTE 11) IN CLEVELAND, GO
 ED1876'NORTHWESTERLY ALONG U.S. HIGHWAY 129 FOR 0.85 MILE TO THE
 ED1876'JUNCTION OF COUNTY ROAD 68 TO THE RIGHT.  TURN RIGHT, GOING
 ED1876'NORTHEASTERLY ALONG COUNTY ROAD 68 FOR 0.2 MILE TO THE STATION
 ED1876'ON THE RIGHT.
 ED1876'
 ED1876'THE STATION IS LOCATED SOUTH-SOUTHWEST OF THE AMES TEXTILE
 ED1876'BUILDING, 41 FEET NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY
 ED1876'ROAD 68, 62.5 FEET NORTHWEST OF A TELEPHONE POLE ON THE
 ED1876'SOUTHEAST SIDE OF THE ROAD, 210.5 FEET WEST-SOUTHWEST OF A POWER
 ED1876'POLE, AND 16.0 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT IS A
 ED1876'STANDARD BRASS DISK STAMPED 154-200 1975, SET IN A ONE INCH
 ED1876'DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 ED1876'
 ED1876'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 ED1876'ALONG COUNTY ROAD 68 FOR 0.15 MILE TO THE AMES TEXTILE CORPORATION
 ED1876'ENTRANCE (UTILITY) TO THE LEFT AND THE MARK ON THE RIGHT.  IT IS
 ED1876'LOCATED 23 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 68,
 ED1876'41.5 FEET WEST OF A 24 INCH POPLAR TREE ON THE NORTHEAST SIDE OF
 ED1876'A RESIDENTIAL DRIVEWAY TO THE SOUTHEAST, 104.0 FEET NORTHEAST OF
 ED1876'A TELEPHONE POLE, 81.0 FEET EAST-SOUTHEAST OF A POWER POLE IN
 ED1876'THE WEST QUADRANT OF THE JUNCTION OF THE ROAD AND THE AMES
 ED1876'TEXTILE DRIVEWAY, AND 4.0 FEET SOUTH-SOUTHEAST OF A WITNESS
 ED1876'POST.  IT IS A STANDARD DISK STAMPED 154-200 1975 AZMK, SET
 ED1876'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1876'THE SURFACE OF THE GROUND.
 ED1876
 ED1876                          STATION RECOVERY (2001)
 ED1876
 ED1876'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED1876'THE AZIMUTH MARK TO THIS STAION WAS FOUND ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1860 ***********************************************************************
 ED1860  DESIGNATION -  BV 154 201
 ED1860  PID         -  ED1860
 ED1860  STATE/COUNTY-  GA/WHITE
 ED1860  USGS QUAD   -  LEAF (1985)
 ED1860
 ED1860                         *CURRENT SURVEY CONTROL
 ED1860  ___________________________________________________________________
 ED1860* NAD 83(1994)-  34 34 35.83771(N)    083 39 42.49084(W)     ADJUSTED  
 ED1860* NAVD 88     -       431.8    (meters)    1417.     (feet)  VERTCON   
 ED1860  ___________________________________________________________________
 ED1860  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 ED1860  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 ED1860
 ED1860  HORZ ORDER  -  SECOND
 ED1860
 ED1860.The horizontal coordinates were established by classical geodetic methods
 ED1860.and adjusted by the National Geodetic Survey in September 1997..
 ED1860
 ED1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1860
 ED1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1860
 ED1860.The geoid height was determined by GEOID03.
 ED1860
 ED1860;                    North         East     Units Scale Factor Converg.
 ED1860;SPC GA W     -   507,576.362   746,319.789   MT  0.99992644   +0 17 11.5
 ED1860;SPC GA W     - 1,665,273.45  2,448,550.84   sFT  0.99992644   +0 17 11.5
 ED1860;UTM  17      - 3,829,313.772   255,830.124   MT  1.00033491   -1 30 40.8
 ED1860
 ED1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1860!SPC GA W     -   0.99993686  x   0.99992644  =   0.99986330
 ED1860!UTM  17      -   0.99993686  x   1.00033491  =   1.00027174
 ED1860
 ED1860:                Primary Azimuth Mark                     Grid Az
 ED1860:SPC GA W     -  BV 154 201 AZ MK                         324 43 19.6
 ED1860:UTM  17      -  BV 154 201 AZ MK                         326 31 11.9
 ED1860
 ED1860|---------------------------------------------------------------------|
 ED1860| PID    Reference Object                     Distance      Geod. Az  |
 ED1860|                                                           dddmmss.s |
 ED1860| CZ4696 BV 154 201 AZ MK                                   3250031.1 |
 ED1860| ED1866 YONAH                               APPROX. 8.3 KM 3250504.5 |
 ED1860|---------------------------------------------------------------------|
 ED1860
 ED1860                          SUPERSEDED SURVEY CONTROL
 ED1860
 ED1860  NAD 83(1986)-  34 34 35.84567(N)    083 39 42.49245(W) AD(       ) 2
 ED1860  NAD 27      -  34 34 35.50400(N)    083 39 42.84914(W) AD(       ) 2
 ED1860  NGVD 29 (07/19/86)  431.8    (m)         1417.     (f) VERT ANG       
 ED1860
 ED1860.Superseded values are not recommended for survey control.
 ED1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1860.See file dsdata.txt to determine how the superseded data were derived.
 ED1860
 ED1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5583029314(NAD 83)
 ED1860_MARKER: DD = SURVEY DISK
 ED1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1860
 ED1860  HISTORY     - Date     Condition        Report By
 ED1860  HISTORY     - 1975     MONUMENTED       GADT
 ED1860
 ED1860                          STATION DESCRIPTION
 ED1860
 ED1860'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1860'THE STATION IS LOCATED IN THE COMMUNITY OF LEAF, LOCATED ABOUT 6
 ED1860'MILES EAST OF CLEVELAND ON COUNTY RIGHT OF WAY.
 ED1860'
 ED1860'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 255 AND
 ED1860'115, LOCATED APPROXIMATELY 2-1/2 MILES EAST OF CLEVELAND, GO
 ED1860'EAST ALONG STATE ROUTE 115 FOR 3.5 MILES TO THE JUNCTION OF
 ED1860'COUNTY ROAD 92542 CROSSING AT THE COMMUNITY OF LEAF.  TURN LEFT,
 ED1860'GOING NORTHWESTERLY ALONG COUNTY ROAD 92542 FOR 0.2 MILE TO THE
 ED1860'STATION ON THE RIGHT.
 ED1860'
 ED1860'THE STATION IS LOCATED 43 FEET NORTHEAST OF THE CENTERLINE OF
 ED1860'COUNTY ROAD 92542, 103.5 FEET EAST OF A POWER POLE ON THE
 ED1860'SOUTHWEST SIDE OF THE ROAD, 69.5 FEET SOUTHEAST OF A TELEPHONE
 ED1860'POLE, AND 6.5 FEET SOUTHWEST OF A LINE OF NEW FENCE POSTS
 ED1860'WITHOUT WIRE AND A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1860'STAMPED 154-201 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1860'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1860'UNDERGROUND STATION IS A STANDARD DISK STAMPED 054-201 1975
 ED1860'(SIC), SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1860'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1860'
 ED1860'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 ED1860'ALONG COUNTY ROAD 92542 FOR 0.15 MILE TO THE MARK ON THE LEFT.  IT
 ED1860'IS LOCATED 48 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD
 ED1860'92542, 11.0 FEET SOUTHWEST OF A POWER POLE, 121.0 FEET SOUTHWEST
 ED1860'OF A TELEPHONE POLE ON THE NORTHEAST SIDE OF THE ROAD, 64.0 FEET
 ED1860'SOUTHEAST OF THE JUNCTION OF TWO FENCELINES, AND 2.7 FEET
 ED1860'NORTHEAST OF THE FENCELINE AND A WITNESS POST.  IT IS A
 ED1860'STANDARD DISK STAMPED 154-201 1975 AZMK, SET IN THE TOP OF A 10
 ED1860'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1860'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1870 ***********************************************************************
 ED1870  DESIGNATION -  BV 154 202
 ED1870  PID         -  ED1870
 ED1870  STATE/COUNTY-  GA/WHITE
 ED1870  USGS QUAD   -  COWROCK (1988)
 ED1870
 ED1870                         *CURRENT SURVEY CONTROL
 ED1870  ___________________________________________________________________
 ED1870* NAD 83(1994)-  34 41 08.79248(N)    083 46 15.42462(W)     ADJUSTED  
 ED1870* NAVD 88     -       496.     (meters)    1627.     (feet)  VERTCON   
 ED1870  ___________________________________________________________________
 ED1870  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 ED1870  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 ED1870
 ED1870  HORZ ORDER  -  SECOND
 ED1870
 ED1870.The horizontal coordinates were established by classical geodetic methods
 ED1870.and adjusted by the National Geodetic Survey in September 1997..
 ED1870
 ED1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1870
 ED1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1870
 ED1870.The geoid height was determined by GEOID03.
 ED1870
 ED1870;                    North         East     Units Scale Factor Converg.
 ED1870;SPC GA W     -   519,639.473   736,258.160   MT  0.99991620   +0 13 30.7
 ED1870;SPC GA W     - 1,704,850.50  2,415,540.31   sFT  0.99991620   +0 13 30.7
 ED1870;UTM  17      - 3,841,692.526   246,148.166   MT  1.00039434   -1 34 39.8
 ED1870
 ED1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1870!SPC GA W     -   0.99992670  x   0.99991620  =   0.99984291
 ED1870!UTM  17      -   0.99992670  x   1.00039434  =   1.00032101
 ED1870
 ED1870:                Primary Azimuth Mark                     Grid Az
 ED1870:SPC GA W     -  BV 154 202 AZ MK                         033 17 10.2
 ED1870:UTM  17      -  BV 154 202 AZ MK                         035 05 20.7
 ED1870
 ED1870|---------------------------------------------------------------------|
 ED1870| PID    Reference Object                     Distance      Geod. Az  |
 ED1870|                                                           dddmmss.s |
 ED1870| CZ4697 BV 154 202 AZ MK                                   0333040.9 |
 ED1870| ED1869 BV 154 202 GADT 1975 PTA             28.652 METERS 05826     |
 ED1870|---------------------------------------------------------------------|
 ED1870
 ED1870                          SUPERSEDED SURVEY CONTROL
 ED1870
 ED1870  NAD 83(1986)-  34 41 08.79959(N)    083 46 15.42994(W) AD(       ) 2
 ED1870  NAD 27      -  34 41 08.45404(N)    083 46 15.78229(W) AD(       ) 2
 ED1870  NGVD 29 (07/19/86)  496.     (m)         1627.     (f) VERT ANG       
 ED1870
 ED1870.Superseded values are not recommended for survey control.
 ED1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1870.See file dsdata.txt to determine how the superseded data were derived.
 ED1870
 ED1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4614841693(NAD 83)
 ED1870_MARKER: DD = SURVEY DISK
 ED1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1870
 ED1870  HISTORY     - Date     Condition        Report By
 ED1870  HISTORY     - 1975     MONUMENTED       GADT
 ED1870
 ED1870                          STATION DESCRIPTION
 ED1870
 ED1870'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1870'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTHWEST OF
 ED1870'ROBERTS TOWN, 2-1/2 MILES WEST-SOUTHWEST OF HELEN, AND 5-1/2
 ED1870'MILES WEST OF SAUTEE ON STATE RIGHT OF WAY.
 ED1870'
 ED1870'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 356 AND
 ED1870'STATE ROUTE 17 (STATE ROUTE 75) AT ROBERTS TOWN, GO SOUTHWEST
 ED1870'ALONG STATE ROUTE 356 FOR 2.35 MILES TO THE JUNCTION OF STATE
 ED1870'ROUTE 348 TO THE RIGHT.  CONTINUE SOUTH ALONG STATE ROUTE 356
 ED1870'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 ED1870'SOUTHWEST ALONG STATE ROUTE 356 FOR 0.25 MILE TO THE STATION ON
 ED1870'THE RIGHT.
 ED1870'
 ED1870'THE STATION IS LOCATED 35 FEET WEST-NORTHWEST OF THE CENTERLINE
 ED1870'OF STATE ROUTE 356, 69.0 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 ED1870'55.0 FEET SOUTHWEST OF THE SOUTH END OF AN 18 INCH CONCRETE
 ED1870'CULVERT UNDER A DRIVEWAY TO THE WEST, AND 3.5 FEET EAST-SOUTHEAST
 ED1870'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 154-202,
 ED1870'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1870'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1870'STANDARD DISK STAMPED 154-202, SET IN THE TOP OF AN IRREGULAR
 ED1870'MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE
 ED1870'OF THE GROUND.
 ED1870'
 ED1870'THE AZIMUTH MARK IS LOCATED 33 FEET EAST-SOUTHEAST OF THE
 ED1870'CENTERLINE OF STATE ROUTE 356, 67.0 FEET EAST OF A POWER POLE ON
 ED1870'THE WEST SIDE OF THE HIGHWAY, 67.0 FEET NORTH-NORTHEAST OF AN 18
 ED1870'INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE EAST, 92.0 FEET
 ED1870'NORTH-NORTHEAST OF A POWER POLE, 41.0 FEET NORTH-NORTHEAST OF
 ED1870'THE CORNER OF A FENCE, AND 4.8 FEET WEST-NORTHWEST OF THE
 ED1870'FENCELINE AND A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1870'154-202 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 ED1870'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1865 ***********************************************************************
 ED1865  DESIGNATION -  BV 154 203
 ED1865  PID         -  ED1865
 ED1865  STATE/COUNTY-  GA/WHITE
 ED1865  USGS QUAD   -  HELEN (1985)
 ED1865
 ED1865                         *CURRENT SURVEY CONTROL
 ED1865  ___________________________________________________________________
 ED1865* NAD 83(1994)-  34 43 08.86540(N)    083 39 42.78620(W)     ADJUSTED  
 ED1865* NAVD 88     -       434.     (meters)    1424.     (feet)  VERTCON   
 ED1865  ___________________________________________________________________
 ED1865  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 ED1865  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 ED1865
 ED1865  HORZ ORDER  -  SECOND
 ED1865
 ED1865.The horizontal coordinates were established by classical geodetic methods
 ED1865.and adjusted by the National Geodetic Survey in September 1997..
 ED1865
 ED1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1865
 ED1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1865
 ED1865.The geoid height was determined by GEOID03.
 ED1865
 ED1865;                    North         East     Units Scale Factor Converg.
 ED1865;SPC GA W     -   523,383.930   746,233.082   MT  0.99992634   +0 17 15.0
 ED1865;SPC GA W     - 1,717,135.44  2,448,266.37   sFT  0.99992634   +0 17 15.0
 ED1865;UTM  17      - 3,845,122.693   256,240.459   MT  1.00033242   -1 31 00.6
 ED1865
 ED1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1865!SPC GA W     -   0.99993646  x   0.99992634  =   0.99986280
 ED1865!UTM  17      -   0.99993646  x   1.00033242  =   1.00026886
 ED1865
 ED1865|---------------------------------------------------------------------|
 ED1865| PID    Reference Object                     Distance      Geod. Az  |
 ED1865|                                                           dddmmss.s |
 ED1865| ED1864 BV 154 203 GADT 1975 PTA             15.350 METERS 01240     |
 ED1865| CZ4698 BV 154 203 AZ MK                                   2462801.4 |
 ED1865|---------------------------------------------------------------------|
 ED1865
 ED1865                          SUPERSEDED SURVEY CONTROL
 ED1865
 ED1865  NAD 83(1986)-  34 43 08.86952(N)    083 39 42.78841(W) AD(       ) 2
 ED1865  NAD 27      -  34 43 08.52787(N)    083 39 43.15276(W) AD(       ) 2
 ED1865  NGVD 29 (07/19/86)  434.     (m)         1424.     (f) VERT ANG       
 ED1865
 ED1865.Superseded values are not recommended for survey control.
 ED1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1865.See file dsdata.txt to determine how the superseded data were derived.
 ED1865
 ED1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5624045123(NAD 83)
 ED1865_MARKER: DD = SURVEY DISK
 ED1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1865
 ED1865  HISTORY     - Date     Condition        Report By
 ED1865  HISTORY     - 1975     MONUMENTED       GADT
 ED1865
 ED1865                          STATION DESCRIPTION
 ED1865
 ED1865'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1865'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES NORTH-NORTHEAST
 ED1865'OF SAUTEE, 3-1/2 MILES NORTHEAST OF NACOOCHEE, AND 4 MILES
 ED1865'EAST-NORTHEAST OF HELEN ON THE PROPERTY OF SKYLAKE.
 ED1865'
 ED1865'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 255 AND
 ED1865'17, LOCATED AT SAUTEE, APPROXIMATELY 7-1/2 MILES NORTHEAST OF
 ED1865'CLEVELAND, GO NORTH ALONG STATE ROUTE 255 FOR 2.55 MILES TO THE
 ED1865'JUNCTION OF PAVED COUNTY ROAD 103 FORKING TO THE LEFT.  TURN
 ED1865'LEFT, GOING NORTH ALONG COUNTY ROAD 103 FOR 0.5 MILE TO THE
 ED1865'JUNCTION OF A DRIVEWAY TO SKYLAKE TO THE LEFT AND THE STATION ON
 ED1865'THE LEFT.
 ED1865'
 ED1865'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF THE DRIVEWAY,
 ED1865'70 FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 103, 30.0
 ED1865'FEET SOUTHWEST OF A TELEPHONE POLE, 22.0 FEET WEST-SOUTHWEST OF
 ED1865'THE NORTHWEST CORNER OF THE NORTH END OF A ROCK AND CONCRETE
 ED1865'RETAINING WALL, 43.0 FEET NORTHEAST OF THE EAST CORNER OF A LAKE
 ED1865'SPILLWAY BRIDGE PARAPET WALL, 55.0 FEET NORTHEAST OF THE SOUTH
 ED1865'CORNER OF THE LAKE SPILLWAY BRIDGE PARAPET WALL, AND 18.0 FEET
 ED1865'SOUTHEAST OF A WITNESS POST SET ON THE NORTHWEST SIDE OF THE
 ED1865'DRIVEWAY.  IT IS A STANDARD BRASS DISK STAMPED 154-203, SET
 ED1865'IN THE TOP OF A TEN INCH CYLINDRICAL CONCRETE POST 1 INCH
 ED1865'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1865'STANDARD DISK STAMPED 154-203, SET IN THE TOP OF AN
 ED1865'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.70 METER BELOW
 ED1865'THE SURFACE OF THE GROUND.
 ED1865'
 ED1865'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 ED1865'COUNTY ROAD 103 FOR 0.2 MILE TO ANOTHER DRIVEWAY TO SKYLAKE TO
 ED1865'THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  IT IS LOCATED 41.0
 ED1865'FEET WEST-SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 103, 11.0
 ED1865'FEET SOUTH-SOUTHWEST OF A 14 INCH POPLAR TREE, 16.0 FEET
 ED1865'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A DROP INLET, 158.0
 ED1865'FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 ED1865'OF COUNTY ROAD 103 AND THE SKYLAKE DRIVEWAY, 122.0 FEET
 ED1865'NORTH-NORTHWEST OF THE NORTH CORNER OF A ROCK AND CONCRETE
 ED1865'FOUNDATION FOR A SKYLAKE SIGN, AND 2.5 FEET SOUTHEAST OF A
 ED1865'WITNESS POST.  IT IS A STANDARD DISK STAMPED 154-203 AZMK,
 ED1865'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 ED1865'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1861 ***********************************************************************
 ED1861  DESIGNATION -  BV 154 204
 ED1861  PID         -  ED1861
 ED1861  STATE/COUNTY-  GA/WHITE
 ED1861  USGS QUAD   -  LEAF (1985)
 ED1861
 ED1861                         *CURRENT SURVEY CONTROL
 ED1861  ___________________________________________________________________
 ED1861* NAD 83(1994)-  34 33 17.27899(N)    083 41 36.18103(W)     ADJUSTED  
 ED1861* NAVD 88     -       422.6    (meters)    1386.     (feet)  VERTCON   
 ED1861  ___________________________________________________________________
 ED1861  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 ED1861  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 ED1861
 ED1861  HORZ ORDER  -  SECOND
 ED1861
 ED1861.The horizontal coordinates were established by classical geodetic methods
 ED1861.and adjusted by the National Geodetic Survey in September 1997..
 ED1861
 ED1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1861
 ED1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1861
 ED1861.The geoid height was determined by GEOID03.
 ED1861
 ED1861;                    North         East     Units Scale Factor Converg.
 ED1861;SPC GA W     -   505,141.780   743,433.678   MT  0.99992324   +0 16 06.4
 ED1861;SPC GA W     - 1,657,285.99  2,439,081.99   sFT  0.99992324   +0 16 06.4
 ED1861;UTM  17      - 3,826,969.930   252,867.832   MT  1.00035286   -1 31 42.4
 ED1861
 ED1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1861!SPC GA W     -   0.99993830  x   0.99992324  =   0.99986154
 ED1861!UTM  17      -   0.99993830  x   1.00035286  =   1.00029113
 ED1861
 ED1861:                Primary Azimuth Mark                     Grid Az
 ED1861:SPC GA W     -  BV 154 204 AZ MK                         173 13 01.1
 ED1861:UTM  17      -  BV 154 204 AZ MK                         175 00 49.9
 ED1861
 ED1861|---------------------------------------------------------------------|
 ED1861| PID    Reference Object                     Distance      Geod. Az  |
 ED1861|                                                           dddmmss.s |
 ED1861| CZ4699 BV 154 204 AZ MK                                   1732907.5 |
 ED1861|---------------------------------------------------------------------|
 ED1861
 ED1861                          SUPERSEDED SURVEY CONTROL
 ED1861
 ED1861  NAD 83(1986)-  34 33 17.28722(N)    083 41 36.18288(W) AD(       ) 2
 ED1861  NAD 27      -  34 33 16.94165(N)    083 41 36.53387(W) AD(       ) 2
 ED1861  NGVD 29 (07/19/86)  422.6    (m)         1386.     (f) VERT ANG       
 ED1861
 ED1861.Superseded values are not recommended for survey control.
 ED1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1861.See file dsdata.txt to determine how the superseded data were derived.
 ED1861
 ED1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5286826970(NAD 83)
 ED1861_MARKER: DD = SURVEY DISK
 ED1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1861
 ED1861  HISTORY     - Date     Condition        Report By
 ED1861  HISTORY     - 1975     MONUMENTED       GADT
 ED1861
 ED1861                          STATION DESCRIPTION
 ED1861
 ED1861'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1861'THE STATION IS LOCATED APPROXIMATELY 3/4 MILE NORTH-NORTHWEST OF
 ED1861'MOSSY CREEK, 2-1/4 MILES SOUTHWEST OF LEAF, AND 5 MILES
 ED1861'SOUTHEAST OF CLEVELAND ON COUNTY RIGHT OF WAY.
 ED1861'
 ED1861'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 254 AND
 ED1861'115, APPROXIMATELY 1 MILE EAST OF LEAF (LOCATED APPROXIMATELY 5
 ED1861'MILES EAST OF CLEVELAND), GO SOUTHWESTERLY ALONG STATE ROUTE 254
 ED1861'FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD 32 TO THE RIGHT.
 ED1861'TURN RIGHT, GOING WEST ALONG COUNTY ROAD 32 FOR 0.5 MILE TO THE
 ED1861'JUNCTION OF COUNTY ROAD 4 CROSSING.  TURN RIGHT, GOING NORTH
 ED1861'ALONG COUNTY ROAD 4 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 ED1861'LEFT.  CONTINUE GOING NORTH ALONG COUNTY ROAD 4 FOR 0.3
 ED1861'MILE TO THE STATION ON THE RIGHT.
 ED1861'
 ED1861'THE STATION IS LOCATED 23 FEET EAST-NORTHEAST OF THE CENTERLINE
 ED1861'OF COUNTY ROAD 4, 85.0 FEET SOUTH OF A POWER POLE, 138.0 FEET
 ED1861'NORTH OF A POWER POLE ON THE WEST SIDE OF THE ROAD, 39.0 FEET
 ED1861'NORTH-NORTHWEST OF A 6 INCH APPLE TREE, AND 2.0 FEET
 ED1861'WEST-SOUTHWEST OF A FENCELINE AND A WITNESS POST.  IT IS A
 ED1861'STANDARD BRASS DISK STAMPED 154-204 1975, SET IN THE TOP OF A 10
 ED1861'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1861'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 ED1861'154-204 1975, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1861'APPROXIMATELY 0.73 METER BELOW THE SURFACE OF THE GROUND.
 ED1861'
 ED1861'THE AZIMUTH MARK IS LOCATED 40.5 FEET WEST OF THE CENTERLINE OF
 ED1861'COUNTY ROAD 4, 84.0 FEET SOUTHWEST OF A POWER POLE ON THE EAST
 ED1861'SIDE OF THE ROAD, 138.0 FEET NORTH-NORTHWEST OF A POWER POLE,
 ED1861'AND 2.8 FEET EAST OF A FENCELINE AND A WITNESS POST.  IT IS A
 ED1861'STANDARD DISK STAMPED 154-204 1975 AZMK, SET IN THE TOP OF A 10
 ED1861'INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 ED1861'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1878 ***********************************************************************
 ED1878  DESIGNATION -  BV 154 205
 ED1878  PID         -  ED1878
 ED1878  STATE/COUNTY-  GA/WHITE
 ED1878  USGS QUAD   -  CLEVELAND (1981)
 ED1878
 ED1878                         *CURRENT SURVEY CONTROL
 ED1878  ___________________________________________________________________
 ED1878* NAD 83(1994)-  34 30 34.54199(N)    083 48 25.25599(W)     ADJUSTED  
 ED1878* NAVD 88     -       786.5    (meters)    2580.     (feet)  VERTCON   
 ED1878  ___________________________________________________________________
 ED1878  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 ED1878  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 ED1878
 ED1878  HORZ ORDER  -  SECOND
 ED1878
 ED1878.The horizontal coordinates were established by classical geodetic methods
 ED1878.and adjusted by the National Geodetic Survey in September 1997..
 ED1878
 ED1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1878
 ED1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1878
 ED1878.The geoid height was determined by GEOID03.
 ED1878
 ED1878;                    North         East     Units Scale Factor Converg.
 ED1878;SPC GA W     -   500,084.601   733,023.343   MT  0.99991344   +0 12 13.5
 ED1878;SPC GA W     - 1,640,694.23  2,404,927.42   sFT  0.99991344   +0 12 13.5
 ED1878;UTM  17      - 3,822,239.278   242,299.183   MT  1.00041864   -1 35 28.2
 ED1878
 ED1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1878!SPC GA W     -   0.99988116  x   0.99991344  =   0.99979461
 ED1878!UTM  17      -   0.99988116  x   1.00041864  =   1.00029975
 ED1878
 ED1878:                Primary Azimuth Mark                     Grid Az
 ED1878:SPC GA W     -  BV 154 205 AZ MK                         039 01 19.8
 ED1878:UTM  17      -  BV 154 205 AZ MK                         040 49 01.5
 ED1878
 ED1878|---------------------------------------------------------------------|
 ED1878| PID    Reference Object                     Distance      Geod. Az  |
 ED1878|                                                           dddmmss.s |
 ED1878| CZ4700 BV 154 205 AZ MK                                   0391333.3 |
 ED1878|---------------------------------------------------------------------|
 ED1878
 ED1878                          SUPERSEDED SURVEY CONTROL
 ED1878
 ED1878  NAD 83(1986)-  34 30 34.54941(N)    083 48 25.25778(W) AD(       ) 2
 ED1878  NAD 27      -  34 30 34.20274(N)    083 48 25.59994(W) AD(       ) 2
 ED1878  NGVD 29 (07/19/86)  786.5    (m)         2580.     (f) VERT ANG       
 ED1878
 ED1878.Superseded values are not recommended for survey control.
 ED1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1878.See file dsdata.txt to determine how the superseded data were derived.
 ED1878
 ED1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4229922239(NAD 83)
 ED1878_MARKER: DD = SURVEY DISK
 ED1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1878
 ED1878  HISTORY     - Date     Condition        Report By
 ED1878  HISTORY     - 1975     MONUMENTED       GADT
 ED1878
 ED1878                          STATION DESCRIPTION
 ED1878
 ED1878'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1878'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHWEST OF
 ED1878'CLERMONT, 6-1/2 MILES SOUTH-SOUTHWEST OF CLEVELAND, AND 7 MILES
 ED1878'WEST OF MOSSY CREEK ON THE PROPERTY OF WILEY HASMERE.
 ED1878'
 ED1878'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CLERMONT, GO
 ED1878'NORTH ALONG STATE ROUTE 284 AND STATE ROUTE 254 FOR 0.2 MILES TO
 ED1878'THE JUNCTION OF STATE ROUTE 284 AND STATE ROUTE 254 FORKING.  TURN
 ED1878'LEFT, GOING NORTHWEST ALONG STATE ROUTE 284 FOR 1.9 MILES TO THE
 ED1878'JUNCTION OF A COUNTY DIRT ROAD TO THE LEFT.  TURN LEFT ALONG THE
 ED1878'DIRT ROAD AND IMMEDIATELY TURN LEFT AGAIN ON A WOODS ROAD GOING
 ED1878'THROUGH A METAL GATE.  CONTINUE ALONG THE WOODS ROAD FOR 1.65
 ED1878'MILES TO THE TOP OF WALKER MOUNTAIN AND THE STATION NEAR A RED
 ED1878'BUILDING.
 ED1878'
 ED1878'THE STATION IS LOCATED 27.0 FEET WEST-NORTHWEST OF THE WEST
 ED1878'CORNER OF THE RED BUILDING, 113.0 FEET NORTHWEST OF THE
 ED1878'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND A RADIO MAST, 64.0
 ED1878'FEET NORTH OF A 6 INCH RADIO MAST GUY WIRE POLE, 61.0 FEET
 ED1878'SOUTH-SOUTHEAST OF A 15 INCH HICKORY TREE, AND 3.2 FEET WEST OF
 ED1878'A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 154-205
 ED1878'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1878'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1878'IS A STANDARD DISK STAMPED 154-205 1975, SET IN THE TOP OF AN
 ED1878'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW
 ED1878'THE SURFACE OF THE GROUND.
 ED1878'
 ED1878'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 284
 ED1878'AND STATE ROUTE 115 LOCATED APPROXIMATELY 4-3/4 MILES
 ED1878'NORTH-NORTHWEST OF CLERMONT, GO SOUTHEAST ALONG STATE ROUTE 284
 ED1878'FOR 0.45 MILE TO THE JUNCTION OF COUNTY ROAD 92555 TO THE
 ED1878'LEFT.  TURN LEFT, GOING EAST ALONG COUNTY ROAD 92555 FOR 1.2
 ED1878'MILES TO THE JUNCTION OF COUNTY ROAD 160 CROSSING.  CONTINUE
 ED1878'GOING EAST ALONG COUNTY ROAD 92555 FOR 0.3 MILE TO THE AZIMUTH
 ED1878'MARK ON THE LEFT.  IT IS LOCATED 47 FEET NORTH-NORTHEAST OF
 ED1878'THE CENTERLINE OF COUNTY ROAD 92555, 100.5 FEET EAST-SOUTHEAST
 ED1878'OF A RIGHT OF WAY MARKER, 65.0 FEET EAST-NORTHEAST OF THE EAST
 ED1878'END OF A 30 INCH CONCRETE CULVERT UNDER A WOODS ROAD TO THE
 ED1878'NORTH, AND 2.9 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS
 ED1878'A STANDARD DISK STAMPED 154-205 1975 AZMK, SET IN THE TOP OF
 ED1878'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 ED1878'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1877 ***********************************************************************
 ED1877  DESIGNATION -  BV 154 206
 ED1877  PID         -  ED1877
 ED1877  STATE/COUNTY-  GA/WHITE
 ED1877  USGS QUAD   -  CLEVELAND (1981)
 ED1877
 ED1877                         *CURRENT SURVEY CONTROL
 ED1877  ___________________________________________________________________
 ED1877* NAD 83(1994)-  34 32 13.89748(N)    083 46 25.88671(W)     ADJUSTED  
 ED1877* NAVD 88     -       521.9    (meters)    1712.     (feet)  VERTCON   
 ED1877  ___________________________________________________________________
 ED1877  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 ED1877  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 ED1877
 ED1877  HORZ ORDER  -  SECOND
 ED1877
 ED1877.The horizontal coordinates were established by classical geodetic methods
 ED1877.and adjusted by the National Geodetic Survey in September 1997..
 ED1877
 ED1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1877
 ED1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1877
 ED1877.The geoid height was determined by GEOID03.
 ED1877
 ED1877;                    North         East     Units Scale Factor Converg.
 ED1877;SPC GA W     -   503,157.228   736,056.060   MT  0.99991602   +0 13 21.7
 ED1877;SPC GA W     - 1,650,775.01  2,414,877.26   sFT  0.99991602   +0 13 21.7
 ED1877;UTM  17      - 3,825,216.843   245,428.232   MT  1.00039887   -1 34 24.5
 ED1877
 ED1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1877!SPC GA W     -   0.99992269  x   0.99991602  =   0.99983872
 ED1877!UTM  17      -   0.99992269  x   1.00039887  =   1.00032153
 ED1877
 ED1877:                Primary Azimuth Mark                     Grid Az
 ED1877:SPC GA W     -  BV 154 206 AZ MK                         095 06 01.5
 ED1877:UTM  17      -  BV 154 206 AZ MK                         096 53 47.7
 ED1877
 ED1877|---------------------------------------------------------------------|
 ED1877| PID    Reference Object                     Distance      Geod. Az  |
 ED1877|                                                           dddmmss.s |
 ED1877| CZ4701 BV 154 206 AZ MK                                   0951923.2 |
 ED1877|---------------------------------------------------------------------|
 ED1877
 ED1877                          SUPERSEDED SURVEY CONTROL
 ED1877
 ED1877  NAD 83(1986)-  34 32 13.90502(N)    083 46 25.88859(W) AD(       ) 2
 ED1877  NAD 27      -  34 32 13.56026(N)    083 46 26.23251(W) AD(       ) 2
 ED1877  NGVD 29 (07/19/86)  521.9    (m)         1712.     (f) VERT ANG       
 ED1877
 ED1877.Superseded values are not recommended for survey control.
 ED1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1877.See file dsdata.txt to determine how the superseded data were derived.
 ED1877
 ED1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4542825217(NAD 83)
 ED1877_MARKER: DD = SURVEY DISK
 ED1877_SETTING: 66 = SET IN ROCK OUTCROP
 ED1877_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 ED1877
 ED1877  HISTORY     - Date     Condition        Report By
 ED1877  HISTORY     - 1975     MONUMENTED       GADT
 ED1877
 ED1877                          STATION DESCRIPTION
 ED1877
 ED1877'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1877'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF CLEVELAND,
 ED1877'4-1/4 MILES NORTH OF CLERMONT, AND 4-3/4 MILES WEST OF MOSSY
 ED1877'CREEK ON COUNTY RIGHT OF WAY.
 ED1877'
 ED1877'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF STATE ROUTE
 ED1877'254 AND U.S. HIGHWAY 129 (STATE ROUTE 11) APPROXIMATELY 2 MILES
 ED1877'NORTH-NORTHEAST OF CLERMONT, GO NORTH ALONG U.S. HIGHWAY 129 FOR
 ED1877'2.3 MILES TO THE JUNCTION OF OLD DIRT COUNTY ROAD 46 FORKING TO
 ED1877'THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, GOING
 ED1877'NORTHWESTERLY ALONG OLD COUNTY ROAD 46 FOR 0.1 MILE TO ITS
 ED1877'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 46 CROSSING.
 ED1877'GO NORTHWESTERLY ALONG PAVED COUNTY ROAD 46 FOR 0.3 MILE TO ITS
 ED1877'TERMINATION AT THE JUNCTION OF PAVED COUNTY ROAD 92555
 ED1877'CROSSING.  TURN LEFT, GOING WEST ALONG COUNTY ROAD 92555
 ED1877'FOR 0.75 MILE TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT.
 ED1877'TURN RIGHT, GOING NORTHEASTERLY ALONG THE FIELD ROAD FOR
 ED1877'0.1 MILE TO THE STATION ON THE RIGHT NEAR THE TOP OF A HIGH
 ED1877'CUT SLOPE.
 ED1877'
 ED1877'THE STATION IS LOCATED 201 FEET (SLOPE DISTANCE) NORTHWEST OF
 ED1877'THE CENTERLINE OF COUNTY ROAD 92555, 412 FEET (SLOPE DISTANCE)
 ED1877'NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 ED1877'COUNTY ROAD 92555 AND THE FIELD ROAD, 30 FEET EAST-SOUTHEAST OF
 ED1877'THE CENTERLINE OF THE FIELD ROAD, AND 4.0 FEET EAST OF A WITNESS
 ED1877'POST.  IT IS A STANDARD BRASS DISK STAMPED 154-206 1975, SET IN
 ED1877'THE TOP OF A 1 INCH DRILL HOLE IN BEDROCK, FLUSH WITH THE
 ED1877'SURFACE OF THE GROUND.
 ED1877'
 ED1877'THE AZIMUTH MARK IS LOCATED 105.0 FEET WEST-SOUTHWEST OF THE
 ED1877'CENTERLINE OF U.S. HIGHWAY 129, 105.0 FEET WEST-SOUTHWEST OF THE
 ED1877'POINT OF INTERSECTION OF THE CENTERLINES OF OLD DIRT COUNTY ROAD
 ED1877'46 AND U.S. HIGHWAY 129, 159.0 FEET NORTH-NORTHWEST OF A POWER
 ED1877'POLE, AND 2.5 FEET EAST-NORTHEAST OF A FENCELINE AND A WITNESS
 ED1877'POST.  IT IS A STANDARD DISK STAMPED 154-206 1975 AZMK, SET IN
 ED1877'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1877'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1874 ***********************************************************************
 ED1874  DESIGNATION -  BV 154 207
 ED1874  PID         -  ED1874
 ED1874  STATE/COUNTY-  GA/WHITE
 ED1874  USGS QUAD   -  CLEVELAND (1981)
 ED1874
 ED1874                         *CURRENT SURVEY CONTROL
 ED1874  ___________________________________________________________________
 ED1874* NAD 83(1994)-  34 31 58.83142(N)    083 45 25.44926(W)     ADJUSTED  
 ED1874* NAVD 88     -       438.2    (meters)    1438.     (feet)  VERTCON   
 ED1874  ___________________________________________________________________
 ED1874  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 ED1874  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 ED1874
 ED1874  HORZ ORDER  -  SECOND
 ED1874
 ED1874.The horizontal coordinates were established by classical geodetic methods
 ED1874.and adjusted by the National Geodetic Survey in September 1997..
 ED1874
 ED1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1874
 ED1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1874
 ED1874.The geoid height was determined by GEOID03.
 ED1874
 ED1874;                    North         East     Units Scale Factor Converg.
 ED1874;SPC GA W     -   502,699.135   737,598.942   MT  0.99991742   +0 13 55.9
 ED1874;SPC GA W     - 1,649,272.08  2,419,939.20   sFT  0.99991742   +0 13 55.9
 ED1874;UTM  17      - 3,824,710.377   246,956.728   MT  1.00038931   -1 33 49.5
 ED1874
 ED1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1874!SPC GA W     -   0.99993583  x   0.99991742  =   0.99985326
 ED1874!UTM  17      -   0.99993583  x   1.00038931  =   1.00032512
 ED1874
 ED1874:                Primary Azimuth Mark                     Grid Az
 ED1874:SPC GA W     -  BV 154 207 AZ MK                         163 26 36.8
 ED1874:UTM  17      -  BV 154 207 AZ MK                         165 14 22.2
 ED1874
 ED1874|---------------------------------------------------------------------|
 ED1874| PID    Reference Object                     Distance      Geod. Az  |
 ED1874|                                                           dddmmss.s |
 ED1874| CZ4702 BV 154 207 AZ MK                                   1634032.7 |
 ED1874| CZ4701 BV 154 206 AZ MK                                   3441205.1 |
 ED1874|---------------------------------------------------------------------|
 ED1874
 ED1874                          SUPERSEDED SURVEY CONTROL
 ED1874
 ED1874  NAD 83(1986)-  34 31 58.83899(N)    083 45 25.45097(W) AD(       ) 2
 ED1874  NAD 27      -  34 31 58.49359(N)    083 45 25.79603(W) AD(       ) 2
 ED1874  NGVD 29 (07/19/86)  438.2    (m)         1438.     (f) VERT ANG       
 ED1874
 ED1874.Superseded values are not recommended for survey control.
 ED1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1874.See file dsdata.txt to determine how the superseded data were derived.
 ED1874
 ED1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4695724710(NAD 83)
 ED1874_MARKER: DD = SURVEY DISK
 ED1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1874_STAMPING: 154-207 1975
 ED1874_MARK LOGO: GADT  
 ED1874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1874+STABILITY: SURFACE MOTION
 ED1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1874+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 ED1874
 ED1874  HISTORY     - Date     Condition        Report By
 ED1874  HISTORY     - 1975     MONUMENTED       GADT
 ED1874  HISTORY     - 19940316 GOOD             GADT
 ED1874  HISTORY     - 20010807 GOOD             GADT
 ED1874
 ED1874                          STATION DESCRIPTION
 ED1874
 ED1874'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1874'THE STATION IS LOCATED APPROXIMATELY 4 MILES NORTH-NORTHEAST OF
 ED1874'CLERMONT, 4 MILES WEST OF MOSSY CREEK, AND 4-1/2 MILES SOUTH OF
 ED1874'CLEVELAND ON STATE RIGHT OF WAY.
 ED1874'
 ED1874'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF U.S. HIGHWAY
 ED1874'129 AND STATE ROUTE 254, APPROXIMATELY 2 MILES NORTH-NORTHEAST
 ED1874'OF CLERMONT, GO NORTH ALONG U.S. HIGHWAY 129 FOR 1.6 MILES TO
 ED1874'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG
 ED1874'U.S. HIGHWAY 129 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 ED1874'
 ED1874'THE STATION IS LOCATED 64 FEET WEST OF THE CENTERLINE OF
 ED1874'U.S. HIGHWAY 129, 143.0 FEET EAST-NORTHEAST OF A POWER POLE,
 ED1874'57.0 FEET SOUTHEAST OF A 6 INCH TWIN APPLE TREE, 77.5 FEET
 ED1874'SOUTH-SOUTHEAST OF A POWER POLE, AND 3.5 FEET EAST OF A
 ED1874'FENCELINE AND A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1874'STAMPED 154-207 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1874'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1874'UNDERGROUND STATION IS A STANDARD DISK STAMPED 154-207 1975,
 ED1874'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 ED1874'0.72 METER BELOW THE SURFACE OF THE GROUND.
 ED1874'
 ED1874'THE AZIMUTH MARK IS LOCATED 62 FEET EAST OF THE CENTERLINE OF
 ED1874'U.S. HIGHWAY 129, 95.0 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND
 ED1874'TELEPHONE CABLE PEDESTAL NUMBER C1790, 20.5 FEET NORTH-NORTHWEST
 ED1874'OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL NUMBER C1791 L7, 8.0
 ED1874'FEET NORTH-NORTHWEST OF A POWER POLE, 58.0 FEET NORTH-NORTHWEST
 ED1874'OF A TELEPHONE POLE, AND 2.5 FEET WEST OF A WITNESS POST.  IT IS
 ED1874'A STANDARD DISK STAMPED 154-207 1975 AZMK, SET IN THE TOP OF A
 ED1874'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1874'THE GROUND.
 ED1874
 ED1874                          STATION RECOVERY (1994)
 ED1874
 ED1874'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (PRM)
 ED1874'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH-NORTHEAST FROM
 ED1874'CLERMONT, 4 MI (6.4 KM) WEST FROM MOSSY CREEK, AND 4.5 MI (7.2 KM)
 ED1874'SOUTH FROM CLEVELAND. --OWNERSHIP-- STATE RIGHT-OF-WAY.
 ED1874' 
 ED1874'TO REACH THE STATION FROM THE NORTHERN JUNCTION OF U.S. HIGHWAY 129
 ED1874'AND STATE ROUTE 254, APPROXIMATELY 2 MI (3.2 KM) NORTH-NORTHEAST FROM
 ED1874'CLERMONT, GO NORTH ON HIGHWAY 129 FOR 1.6 MI (2.6 KM) TO THE AZIMUTH
 ED1874'MARK ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 129 FOR 0.5 MI (0.8 KM)
 ED1874'TO THE STATION ON THE LEFT.
 ED1874' 
 ED1874'LOCATED 64 FT (19.5 M) WEST FROM THE CENTERLINE OF HIGHWAY 129, 143.0
 ED1874'FT (43.6 M) EAST-NORTHEAST FROM A POWER POLE, 57.0 FT (17.4 M)
 ED1874'SOUTHEAST FROM A 6 INCH TWIN APPLE TREE, 77.5 FT (23.6 M)
 ED1874'SOUTH-SOUTHEAST FROM A POWER POLE, AND 3.5 FT (1.1 M) EAST FROM A
 ED1874'FENCELINE AND A WITNESS POST.
 ED1874' 
 ED1874'THE STATION MARKS ARE STANDARD BRASS DISKS STAMPED --154-207 1975--.
 ED1874'THE SURFACE MARK IS SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST
 ED1874'FLUSH WITH THE GROUND. THE UNDERGROUND STATION IS SET IN THE TOP OF AN
 ED1874'IRREGULAR MASS OF CONCRETE RECESSED 0.72 METER (2.36 FT) BELOW GROUND.
 ED1874
 ED1874                          STATION RECOVERY (2001)
 ED1874
 ED1874'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED1874'THE SURFACE MARK IS DESTROYED, HOWEVER THE UNDERGROUND MARK WAS FOUND
 ED1874'INTACT AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1879 ***********************************************************************
 ED1879  DESIGNATION -  BV 154 208
 ED1879  PID         -  ED1879
 ED1879  STATE/COUNTY-  GA/WHITE
 ED1879  USGS QUAD   -  CLEVELAND (1981)
 ED1879
 ED1879                         *CURRENT SURVEY CONTROL
 ED1879  ___________________________________________________________________
 ED1879* NAD 83(1994)-  34 35 00.49288(N)    083 48 31.80373(W)     ADJUSTED  
 ED1879* NAVD 88     -       456.1    (meters)    1496.     (feet)  VERTCON   
 ED1879  ___________________________________________________________________
 ED1879  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 ED1879  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 ED1879
 ED1879  HORZ ORDER  -  SECOND
 ED1879
 ED1879.The horizontal coordinates were established by classical geodetic methods
 ED1879.and adjusted by the National Geodetic Survey in September 1997..
 ED1879
 ED1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1879
 ED1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1879
 ED1879.The geoid height was determined by GEOID03.
 ED1879
 ED1879;                    North         East     Units Scale Factor Converg.
 ED1879;SPC GA W     -   508,278.397   732,827.316   MT  0.99991328   +0 12 11.2
 ED1879;SPC GA W     - 1,667,576.71  2,404,284.29   sFT  0.99991328   +0 12 11.2
 ED1879;UTM  17      - 3,830,439.333   242,360.173   MT  1.00041824   -1 35 42.7
 ED1879
 ED1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1879!SPC GA W     -   0.99993300  x   0.99991328  =   0.99984629
 ED1879!UTM  17      -   0.99993300  x   1.00041824  =   1.00035121
 ED1879
 ED1879:                Primary Azimuth Mark                     Grid Az
 ED1879:SPC GA W     -  BV 154 208 AZ MK                         053 51 24.8
 ED1879:UTM  17      -  BV 154 208 AZ MK                         055 39 18.7
 ED1879
 ED1879|---------------------------------------------------------------------|
 ED1879| PID    Reference Object                     Distance      Geod. Az  |
 ED1879|                                                           dddmmss.s |
 ED1879| CZ4703 BV 154 208 AZ MK                                   0540336.0 |
 ED1879| ED1880 BV 154 209                          295.001 METERS 25354     |
 ED1879|---------------------------------------------------------------------|
 ED1879
 ED1879                          SUPERSEDED SURVEY CONTROL
 ED1879
 ED1879  NAD 83(1986)-  34 35 00.50061(N)    083 48 31.80565(W) AD(       ) 2
 ED1879  NAD 27      -  34 35 00.15803(N)    083 48 32.14853(W) AD(       ) 2
 ED1879  NGVD 29 (07/19/86)  456.1    (m)         1496.     (f) VERT ANG       
 ED1879
 ED1879.Superseded values are not recommended for survey control.
 ED1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1879.See file dsdata.txt to determine how the superseded data were derived.
 ED1879
 ED1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4236030439(NAD 83)
 ED1879_MARKER: DD = SURVEY DISK
 ED1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ED1879+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 ED1879
 ED1879  HISTORY     - Date     Condition        Report By
 ED1879  HISTORY     - 1975     MONUMENTED       GADT
 ED1879  HISTORY     - 20010807 GOOD             GADT
 ED1879
 ED1879                          STATION DESCRIPTION
 ED1879
 ED1879'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1879'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST-SOUTHWEST OF
 ED1879'CLEVELAND, 8-1/2 MILES WEST OF LEAF, AND 7-1/2 MILES WEST-NORTHWEST
 ED1879'OF MOSSY CREEK ON COUNTY RIGHT OF WAY.
 ED1879'
 ED1879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129
 ED1879'(STATE ROUTE 11) AND STATE ROUTE 115 IN CLEVELAND, GO WESTERLY
 ED1879'ALONG STATE ROUTE 115 FOR 1.65 MILES TO THE JUNCTION OF COUNTY
 ED1879'ROAD 90976 FORKING TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 ED1879'COUNTY ROAD 90976 FOR 1.05 MILES TO THE AZIMUTH MARK ON THE
 ED1879'RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 90976 FOR 0.25
 ED1879'MILE TO THE STATION ON THE LEFT.
 ED1879'
 ED1879'THE STATION IS LOCATED 34 FEET SOUTH OF THE CENTERLINE OF
 ED1879'COUNTY ROAD 90976, 35.0 FEET EAST OF A POWER POLE, 85.8 FEET
 ED1879'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 21.0 FEET
 ED1879'NORTH-NORTHEAST OF A 6 INCH PINE TREE, AND 4.0 FEET SOUTH OF A
 ED1879'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 154-208 1975,
 ED1879'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH
 ED1879'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 ED1879'STANDARD DISK STAMPED 154-208 1975, SET IN AN IRREGULAR MASS
 ED1879'OF CONCRETE APPROXIMATELY 0.70 METER BELOW THE SURFACE OF THE
 ED1879'GROUND.
 ED1879'
 ED1879'THE AZIMUTH MARK IS LOCATED 36 FEET NORTH-NORTHWEST OF THE
 ED1879'CENTERLINE OF COUNTY ROAD 90976, 30.9 FEET NORTHEAST OF A POWER
 ED1879'POLE, 64.0 FEET WEST-SOUTHWEST OF A 4 INCH DOGWOOD TREE, AND 2.0
 ED1879'FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 ED1879'154-208 1975 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1879'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1879
 ED1879                          STATION RECOVERY (2001)
 ED1879
 ED1879'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1880 ***********************************************************************
 ED1880  DESIGNATION -  BV 154 209
 ED1880  PID         -  ED1880
 ED1880  STATE/COUNTY-  GA/WHITE
 ED1880  USGS QUAD   -  CLEVELAND (1981)
 ED1880
 ED1880                         *CURRENT SURVEY CONTROL
 ED1880  ___________________________________________________________________
 ED1880* NAD 83(1994)-  34 34 57.83875(N)    083 48 42.92513(W)     ADJUSTED  
 ED1880* NAVD 88     -       458.6    (meters)    1505.     (feet)  VERTCON   
 ED1880  ___________________________________________________________________
 ED1880  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 ED1880  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 ED1880
 ED1880  HORZ ORDER  -  SECOND
 ED1880
 ED1880.The horizontal coordinates were established by classical geodetic methods
 ED1880.and adjusted by the National Geodetic Survey in September 1997..
 ED1880
 ED1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1880
 ED1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1880
 ED1880.The geoid height was determined by GEOID03.
 ED1880
 ED1880;                    North         East     Units Scale Factor Converg.
 ED1880;SPC GA W     -   508,195.618   732,544.193   MT  0.99991305   +0 12 04.9
 ED1880;SPC GA W     - 1,667,305.12  2,403,355.41   sFT  0.99991305   +0 12 04.9
 ED1880;UTM  17      - 3,830,365.442   242,074.448   MT  1.00042006   -1 35 48.9
 ED1880
 ED1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1880!SPC GA W     -   0.99993261  x   0.99991305  =   0.99984566
 ED1880!UTM  17      -   0.99993261  x   1.00042006  =   1.00035264
 ED1880
 ED1880:                Primary Azimuth Mark                     Grid Az
 ED1880:SPC GA W     -  BV 154 209 AZ MK                         071 07 45.4
 ED1880:UTM  17      -  BV 154 209 AZ MK                         072 55 39.2
 ED1880
 ED1880|---------------------------------------------------------------------|
 ED1880| PID    Reference Object                     Distance      Geod. Az  |
 ED1880|                                                           dddmmss.s |
 ED1880| CZ4704 BV 154 209 AZ MK                                   0711950.3 |
 ED1880| ED1879 BV 154 208                          295.001 METERS 07354     |
 ED1880| ED1882 CLERMONT ATT MICROWAVE              APPROX. 7.5 KM 2201045.8 |
 ED1880|---------------------------------------------------------------------|
 ED1880
 ED1880                          SUPERSEDED SURVEY CONTROL
 ED1880
 ED1880  NAD 83(1986)-  34 34 57.84643(N)    083 48 42.92718(W) AD(       ) 2
 ED1880  NAD 27      -  34 34 57.50407(N)    083 48 43.26893(W) AD(       ) 2
 ED1880  NGVD 29 (07/19/86)  458.6    (m)         1505.     (f) VERT ANG       
 ED1880
 ED1880.Superseded values are not recommended for survey control.
 ED1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1880.See file dsdata.txt to determine how the superseded data were derived.
 ED1880
 ED1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4207430365(NAD 83)
 ED1880_MARKER: DD = SURVEY DISK
 ED1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1880
 ED1880  HISTORY     - Date     Condition        Report By
 ED1880  HISTORY     - 1975     MONUMENTED       GADT
 ED1880
 ED1880                          STATION DESCRIPTION
 ED1880
 ED1880'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1880'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES WEST-SOUTHWEST
 ED1880'OF CLEVELAND, 8-3/4 MILES WEST OF LEAF, AND 7-3/4 MILES
 ED1880'WEST-NORTHWEST OF MOSSY CREEK ON COUNTY RIGHT OF WAY.
 ED1880'
 ED1880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1880'ROUTE 11) AND STATE ROUTE 115 IN CLEVELAND, GO WESTERLY ALONG
 ED1880'STATE ROUTE 115 FOR 1.65 MILES TO THE JUNCTION OF COUNTY ROAD
 ED1880'90976 FORKING TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG COUNTY
 ED1880'ROAD 90976 FOR 1.35 MILES TO THE AZIMUTH MARK ON THE
 ED1880'RIGHT.  CONTINUE GOING WEST ALONG COUNTY ROAD 90976 FOR 0.15
 ED1880'MILE TO THE STATION ON THE LEFT.
 ED1880'
 ED1880'THE STATION IS LOCATED 21 FEET SOUTH OF THE CENTERLINE OF COUNTY
 ED1880'ROAD 90976, 69.5 FEET NORTHEAST OF A 4 INCH APPLE TREE, 100.0
 ED1880'FEET NORTH-NORTHEAST OF A POWER POLE, 83.8 FEET (SLOPE DISTANCE)
 ED1880'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CHICKEN HOUSE, 47.8
 ED1880'FEET WEST-NORTHWEST OF A POWER POLE, AND 3.0 FEET WEST-NORTHWEST
 ED1880'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 154-209
 ED1880'1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 ED1880'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 ED1880'IS A STANDARD DISK STAMPED 154-209 1975, SET IN THE TOP OF
 ED1880'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.72 METER BELOW THE
 ED1880'SURFACE OF THE GROUND.
 ED1880'
 ED1880'THE AZIMUTH MARK IS LOCATED 32.0 FEET NORTH-NORTHWEST OF THE
 ED1880'CENTERLINE OF COUNTY ROAD 90976, 82.3 FEET WEST-NORTHWEST OF A 9
 ED1880'INCH PINE TREE ON THE SOUTH SIDE OF THE ROAD, 73.0 FEET NORTH OF
 ED1880'ANOTHER 6 INCH PINE TREE ON THE SOUTH SIDE OF THE ROAD, 173.0 FEET
 ED1880'NORTHEAST OF A POWER POLE, AND 2.0 FEET SOUTHEAST OF A WITNESS
 ED1880'POST.  IT IS A STANDARD DISK STAMPED 154-209 1975 AZMK, SET IN
 ED1880'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 ED1880'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1858 ***********************************************************************
 ED1858  DESIGNATION -  BV 154 210
 ED1858  PID         -  ED1858
 ED1858  STATE/COUNTY-  GA/WHITE
 ED1858  USGS QUAD   -  LEAF (1985)
 ED1858
 ED1858                         *CURRENT SURVEY CONTROL
 ED1858  ___________________________________________________________________
 ED1858* NAD 83(1994)-  34 37 26.42114(N)    083 38 51.57482(W)     ADJUSTED  
 ED1858* NAVD 88     -       416.     (meters)    1365.     (feet)  VERTCON   
 ED1858  ___________________________________________________________________
 ED1858  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 ED1858  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 ED1858
 ED1858  HORZ ORDER  -  SECOND
 ED1858
 ED1858.The horizontal coordinates were established by classical geodetic methods
 ED1858.and adjusted by the National Geodetic Survey in September 1997..
 ED1858
 ED1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1858
 ED1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1858
 ED1858.The geoid height was determined by GEOID03.
 ED1858
 ED1858;                    North         East     Units Scale Factor Converg.
 ED1858;SPC GA W     -   512,838.987   747,590.375   MT  0.99992791   +0 17 41.6
 ED1858;SPC GA W     - 1,682,539.24  2,452,719.42   sFT  0.99992791   +0 17 41.6
 ED1858;UTM  17      - 3,834,536.024   257,265.869   MT  1.00032628   -1 30 18.4
 ED1858
 ED1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1858!SPC GA W     -   0.99993933  x   0.99992791  =   0.99986724
 ED1858!UTM  17      -   0.99993933  x   1.00032628  =   1.00026559
 ED1858
 ED1858:                Primary Azimuth Mark                     Grid Az
 ED1858:SPC GA W     -  BV 154 210 AZ MK                         047 16 15.2
 ED1858:UTM  17      -  BV 154 210 AZ MK                         049 04 15.2
 ED1858
 ED1858|---------------------------------------------------------------------|
 ED1858| PID    Reference Object                     Distance      Geod. Az  |
 ED1858|                                                           dddmmss.s |
 ED1858| CZ4705 BV 154 210 AZ MK                                   0473356.8 |
 ED1858| ED1859 BV 154 210 GADT 1975 PTA             17.659 METERS 24032     |
 ED1858| ED1868 YONAH MTN LOT                       APPROX. 6.2 KM 2840727.2 |
 ED1858|---------------------------------------------------------------------|
 ED1858
 ED1858                          SUPERSEDED SURVEY CONTROL
 ED1858
 ED1858  NAD 83(1986)-  34 37 26.42974(N)    083 38 51.57665(W) AD(       ) 2
 ED1858  NAD 27      -  34 37 26.08536(N)    083 38 51.93770(W) AD(       ) 2
 ED1858  NGVD 29 (07/19/86)  416.     (m)         1365.     (f) VERT ANG       
 ED1858
 ED1858.Superseded values are not recommended for survey control.
 ED1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1858.See file dsdata.txt to determine how the superseded data were derived.
 ED1858
 ED1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5726634536(NAD 83)
 ED1858_MARKER: DD = SURVEY DISK
 ED1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1858
 ED1858  HISTORY     - Date     Condition        Report By
 ED1858  HISTORY     - 1975     MONUMENTED       GADT
 ED1858
 ED1858                          STATION DESCRIPTION
 ED1858
 ED1858'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1858'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES NORTH-NORTHEAST
 ED1858'OF LEAF, 4-1/2 MILES SOUTH-SOUTHEAST OF SAUTEE, AND 6-3/4 MILES
 ED1858'EAST-NORTHEAST OF CLEVELAND ON STATE RIGHT OF WAY.
 ED1858'
 ED1858'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 115 AND
 ED1858'U.S. HIGHWAY 129 (STATE ROUTE 11) IN CLEVELAND, GO EASTERLY ALONG
 ED1858'STATE ROUTE 115 FOR 2.9 MILES TO THE JUNCTION OF STATE ROUTE 255
 ED1858'TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY ALONG STATE ROUTE
 ED1858'255 FOR 2.9 MILES TO THE JUNCTION OF COUNTY ROAD 90254 TO THE
 ED1858'RIGHT.  CONTINUE GOING NORTHEASTERLY ALONG STATE ROUTE 255 FOR
 ED1858'2.4 MILES TO THE STATION ON THE RIGHT.
 ED1858'
 ED1858'THE STATION IS LOCATED 44.5 FEET SOUTHEAST OF THE CENTERLINE OF
 ED1858'STATE ROUTE 255, 65.6 FEET SOUTHWEST OF AN 18 INCH OAK TREE, 162.2
 ED1858'FEET EAST-NORTHEAST OF A POWER POLE ON THE WEST SIDE OF COUNTY
 ED1858'ROAD 71, 185.0 FEET NORTHEAST OF ANOTHER POWER POLE ON THE WEST
 ED1858'SIDE OF COUNTY ROAD 71 NEARLY OPPOSITE THE POINT OF INTERSECTION OF
 ED1858'THE CENTERLINES OF STATE ROUTE 255 AND COUNTY ROAD 71, 95.1 FEET
 ED1858'NORTH OF THE NORTH CORNER OF A FRAME HOUSE, AND 2.0 FEET
 ED1858'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1858'STAMPED 154-210 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1858'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1858'UNDERGROUND STATION IS A STANDARD DISK STAMPED 154-210 1975, SET
 ED1858'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.69 METER
 ED1858'BELOW THE SURFACE OF THE GROUND.
 ED1858'
 ED1858'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 ED1858'ALONG STATE ROUTE 255 FOR 0.1 MILE TO THE MARK ON THE LEFT.  IT
 ED1858'IS LOCATED 33 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 ED1858'255, 162.1 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE
 ED1858'CENTERLINES OF A TRACK DIRT WOODS ROAD TO THE NORTHWEST, 175.2
 ED1858'FEET WEST-SOUTHWEST OF A POWER POLE ON THE SOUTHWEST SIDE OF THE
 ED1858'HIGHWAY, AND 2.0 FEET SOUTHEAST OF A WITNESS POST.  IT IS A
 ED1858'STANDARD DISK STAMPED 154-210 1975 AZMK, SET IN THE TOP OF A
 ED1858'10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 ED1858'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1862 ***********************************************************************
 ED1862  DESIGNATION -  BV 154 211
 ED1862  PID         -  ED1862
 ED1862  STATE/COUNTY-  GA/WHITE
 ED1862  USGS QUAD   -  LEAF (1985)
 ED1862
 ED1862                         *CURRENT SURVEY CONTROL
 ED1862  ___________________________________________________________________
 ED1862* NAD 83(1994)-  34 35 50.48377(N)    083 44 53.56745(W)     ADJUSTED  
 ED1862* NAVD 88     -       531.2    (meters)    1743.     (feet)  VERTCON   
 ED1862  ___________________________________________________________________
 ED1862  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 ED1862  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 ED1862
 ED1862  HORZ ORDER  -  SECOND
 ED1862
 ED1862.The horizontal coordinates were established by classical geodetic methods
 ED1862.and adjusted by the National Geodetic Survey in September 1997..
 ED1862
 ED1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1862
 ED1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1862
 ED1862.The geoid height was determined by GEOID03.
 ED1862
 ED1862;                    North         East     Units Scale Factor Converg.
 ED1862;SPC GA W     -   509,840.099   738,382.313   MT  0.99991815   +0 14 15.4
 ED1862;SPC GA W     - 1,672,700.39  2,422,509.31   sFT  0.99991815   +0 14 15.4
 ED1862;UTM  17      - 3,831,826.588   247,964.165   MT  1.00038303   -1 33 40.6
 ED1862
 ED1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1862!SPC GA W     -   0.99992122  x   0.99991815  =   0.99983938
 ED1862!UTM  17      -   0.99992122  x   1.00038303  =   1.00030422
 ED1862
 ED1862:                Primary Azimuth Mark                     Grid Az
 ED1862:SPC GA W     -  BV 154 211 AZ MK                         190 12 16.5
 ED1862:UTM  17      -  BV 154 211 AZ MK                         192 00 12.5
 ED1862
 ED1862|---------------------------------------------------------------------|
 ED1862| PID    Reference Object                     Distance      Geod. Az  |
 ED1862|                                                           dddmmss.s |
 ED1862| AH9801 BV 154 211 AZ MK                    420.160 METERS 1902631.9 |
 ED1862|---------------------------------------------------------------------|
 ED1862
 ED1862                          SUPERSEDED SURVEY CONTROL
 ED1862
 ED1862  NAD 83(1986)-  34 35 50.49248(N)    083 44 53.56973(W) AD(       ) 2
 ED1862  NAD 27      -  34 35 50.14784(N)    083 44 53.92167(W) AD(       ) 2
 ED1862  NGVD 29 (07/19/86)  531.2    (m)         1743.     (f) VERT ANG       
 ED1862
 ED1862.Superseded values are not recommended for survey control.
 ED1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1862.See file dsdata.txt to determine how the superseded data were derived.
 ED1862
 ED1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4796431827(NAD 83)
 ED1862_MARKER: DD = SURVEY DISK
 ED1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1862
 ED1862  HISTORY     - Date     Condition        Report By
 ED1862  HISTORY     - 1975     MONUMENTED       GADT
 ED1862
 ED1862                          STATION DESCRIPTION
 ED1862
 ED1862'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1862'THE STATION IS LOCATED IN CLEVELAND ON THE PROPERTY OF GEORGIA
 ED1862'BAPTIST TRUETT MCCONNELL COLLEGE.
 ED1862'
 ED1862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 (STATE
 ED1862'ROUTE 11) AND STATE ROUTE 115 AT THE COURTHOUSE IN CLEVELAND, GO
 ED1862'EAST ALONG STATE ROUTE 115 FOR 0.85 MILE TO THE EASTERN ENTRANCE
 ED1862'DRIVEWAY TO TRUETT MCCONNELL COLLEGE ON THE LEFT AND THE AZIMUTH
 ED1862'MARK ON THE RIGHT.  TURN LEFT, GOING NORTH ALONG THE TRUETT
 ED1862'MCCONNELL COLLEGE DRIVEWAY FOR 0.15 MILE TO THE JUNCTION OF A
 ED1862'DRIVEWAY TO THE RIGHT AND A GYMNASIUM ON THE LEFT.  TURN RIGHT,
 ED1862'GOING EAST TO NORTH ALONG THE DRIVEWAY FOR 0.1 MILE TO THE
 ED1862'JUNCTION OF A DRIVEWAY TO THE RIGHT.  TURN RIGHT, GOING EAST
 ED1862'TO NORTH FOR 0.15 MILE TO THE NORTHEAST SIDE OF THE CHANDLER
 ED1862'STUDENT CENTER BUILDING AND THE JUNCTION OF A DIRT WOODS ROAD TO
 ED1862'THE RIGHT.  TURN RIGHT, GOING NORTHWESTERLY ALONG THE DIRT
 ED1862'ROAD FOR 0.1 MILE TO THE STATION ON TOP OF A HILL OVERLOOKING
 ED1862'THE COLLEGE AT A WOODEN CROSS.
 ED1862'
 ED1862'THE STATION IS LOCATED 64.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 ED1862'CORNER OF STEPS LEADING TOWARD THE COFER LIBRARY, 96.0 FEET
 ED1862'NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK RETAINING WALL IN
 ED1862'FRONT OF THE LIBRARY, 69.0 FEET EAST-SOUTHEAST OF THE NORTHEAST
 ED1862'CORNER OF THE BRICK RETAINING WALL IN FRONT OF THE LIBRARY, 417.4
 ED1862'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CHANDLER
 ED1862'STUDENT CENTER BUILDING, AND 174.0 FEET NORTHWEST OF A CLUSTER
 ED1862'OF THREE 3 INCH DOGWOOD TREES.  IT IS A STANDARD BRASS DISK
 ED1862'STAMPED 154-211 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1862'CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 ED1862'UNDERGROUND STATION IS A STANDARD DISK STAMPED 154-211
 ED1862'1975, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1862'APPROXIMATELY 0.68 METER BELOW THE SURFACE OF THE GROUND.
 ED1862'
 ED1862'THE AZIMUTH MARK IS LOCATED 49 FEET SOUTH OF THE CENTERLINE OF
 ED1862'STATE ROUTE 115, 109.0 FEET SOUTHEAST OF A BRICK WALL ON THE WEST
 ED1862'SIDE OF THE COLLEGE DRIVEWAY, 88.0 FEET SOUTHWEST OF ANOTHER BRICK
 ED1862'WALL ON THE EAST SIDE OF THE DRIVEWAY, 67.0 FEET WEST OF A POWER
 ED1862'POLE, AND 62.2 FEET EAST OF A FIRE HYDRANT.  IT IS A STANDARD
 ED1862'DISK STAMPED 154-211 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1862'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9801 ***********************************************************************
 AH9801  CBN         -  This is a Cooperative Base Network Control Station.
 AH9801  DESIGNATION -  BV 154 211 AZ MK
 AH9801  PID         -  AH9801
 AH9801  STATE/COUNTY-  GA/WHITE
 AH9801  USGS QUAD   -  LEAF (1985)
 AH9801
 AH9801                         *CURRENT SURVEY CONTROL
 AH9801  ___________________________________________________________________
 AH9801* NAD 83(1994)-  34 35 37.07455(N)    083 44 56.55582(W)     ADJUSTED  
 AH9801* NAVD 88     -       492.6    (meters)    1616.     (feet)  GPS OBS   
 AH9801  ___________________________________________________________________
 AH9801  X           -     572,349.742 (meters)                     COMP
 AH9801  Y           -  -5,225,281.949 (meters)                     COMP
 AH9801  Z           -   3,601,110.192 (meters)                     COMP
 AH9801  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AH9801  ELLIP HEIGHT-         463.29  (meters)          (09/21/99) GPS OBS
 AH9801  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AH9801
 AH9801  HORZ ORDER  -  A
 AH9801  ELLP ORDER  -  THIRD     CLASS I
 AH9801
 AH9801.The horizontal coordinates were established by GPS observations
 AH9801.and adjusted by the National Geodetic Survey in September 1999..
 AH9801
 AH9801.The orthometric height was determined by GPS observations and a
 AH9801.high-resolution geoid model.
 AH9801
 AH9801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9801
 AH9801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9801
 AH9801.The ellipsoidal height was determined by GPS observations
 AH9801.and is referenced to NAD 83.
 AH9801
 AH9801.The geoid height was determined by GEOID03.
 AH9801
 AH9801;                    North         East     Units Scale Factor Converg.
 AH9801;SPC GA W     -   509,426.619   738,307.882   MT  0.99991808   +0 14 13.6
 AH9801;SPC GA W     - 1,671,343.83  2,422,265.11   sFT  0.99991808   +0 14 13.6
 AH9801;UTM  17      - 3,831,415.457   247,876.751   MT  1.00038357   -1 33 41.8
 AH9801
 AH9801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9801!SPC GA W     -   0.99992728  x   0.99991808  =   0.99984537
 AH9801!UTM  17      -   0.99992728  x   1.00038357  =   1.00031082
 AH9801
 AH9801                          SUPERSEDED SURVEY CONTROL
 AH9801
 AH9801.No superseded survey control is available for this station.
 AH9801
 AH9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4787731415(NAD 83)
 AH9801_MARKER: DD = SURVEY DISK
 AH9801_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH9801_STAMPING: BV 154-211 AZ MK
 AH9801_MARK LOGO: GADT  
 AH9801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH9801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9801+STABILITY: SURFACE MOTION
 AH9801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9801+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 AH9801
 AH9801  HISTORY     - Date     Condition        Report By
 AH9801  HISTORY     - 1972     MONUMENTED       GADT
 AH9801  HISTORY     - 19980420 GOOD             NGS
 AH9801  HISTORY     - 20010807 GOOD             GADT
 AH9801
 AH9801                          STATION DESCRIPTION
 AH9801
 AH9801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJ)
 AH9801'TO REACH THE STATION FROM THE COURTHOUSE IN CLEVELAND, GO EAST ON
 AH9801'STATE ROUTE 115 FOR 1.37 KM (0.85 MI) TO THE EASTERN MOST ENTRANCE TO
 AH9801'TRUETT MCCONNELL COLLEGE ON THE LEFT AND THE STATION ON THE RIGHT. THE
 AH9801'MARK IS A STANDARD BRASS DISK SET IN CONCRETE.  THE STATION IS 19.0 M
 AH9801'(62.3 FT) EAST OF A FIREPLUG, 18.6 M (61.0 FT) WEST OF A POWERPOLE,
 AH9801'9.4 M (30.8 FT) EAST OF A WOODEN RIGHT-OF-WAY SIGN, 8.6 M (28.2 FT)
 AH9801'SOUTH OF EDGE OF PAVEMENT, AND 4.0 M (13.1 FT) NORTH OF A FENCE.
 AH9801
 AH9801                          STATION RECOVERY (2001)
 AH9801
 AH9801'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 AH9801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1867 ***********************************************************************
 ED1867  DESIGNATION -  BV 154 212
 ED1867  PID         -  ED1867
 ED1867  STATE/COUNTY-  GA/WHITE
 ED1867  USGS QUAD   -  HELEN (1985)
 ED1867
 ED1867                         *CURRENT SURVEY CONTROL
 ED1867  ___________________________________________________________________
 ED1867* NAD 83(1994)-  34 40 39.89789(N)    083 42 49.36774(W)     ADJUSTED  
 ED1867* NAVD 88     -       442.7    (meters)    1452.     (feet)  VERTCON   
 ED1867  ___________________________________________________________________
 ED1867  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 ED1867  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 ED1867
 ED1867  HORZ ORDER  -  SECOND
 ED1867
 ED1867.The horizontal coordinates were established by classical geodetic methods
 ED1867.and adjusted by the National Geodetic Survey in September 1997..
 ED1867
 ED1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1867
 ED1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1867
 ED1867.The geoid height was determined by GEOID03.
 ED1867
 ED1867;                    North         East     Units Scale Factor Converg.
 ED1867;SPC GA W     -   518,771.263   741,506.743   MT  0.99992123   +0 15 27.8
 ED1867;SPC GA W     - 1,702,002.05  2,432,760.04   sFT  0.99992123   +0 15 27.8
 ED1867;UTM  17      - 3,840,659.161   251,369.236   MT  1.00036199   -1 32 41.2
 ED1867
 ED1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1867!SPC GA W     -   0.99993509  x   0.99992123  =   0.99985633
 ED1867!UTM  17      -   0.99993509  x   1.00036199  =   1.00029706
 ED1867
 ED1867:                Primary Azimuth Mark                     Grid Az
 ED1867:SPC GA W     -  BV 154 212 AZ MK                         016 46 20.1
 ED1867:UTM  17      -  BV 154 212 AZ MK                         018 34 29.1
 ED1867
 ED1867|---------------------------------------------------------------------|
 ED1867| PID    Reference Object                     Distance      Geod. Az  |
 ED1867|                                                           dddmmss.s |
 ED1867| CZ4706 BV 154 212 AZ MK                                   0170147.9 |
 ED1867|---------------------------------------------------------------------|
 ED1867
 ED1867                          SUPERSEDED SURVEY CONTROL
 ED1867
 ED1867  NAD 83(1986)-  34 40 39.90633(N)    083 42 49.37482(W) AD(       ) 2
 ED1867  NAD 27      -  34 40 39.56519(N)    083 42 49.72905(W) AD(       ) 2
 ED1867  NGVD 29 (07/19/86)  442.7    (m)         1452.     (f) VERT ANG       
 ED1867
 ED1867.Superseded values are not recommended for survey control.
 ED1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1867.See file dsdata.txt to determine how the superseded data were derived.
 ED1867
 ED1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5136940659(NAD 83)
 ED1867_MARKER: DD = SURVEY DISK
 ED1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1867+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2001
 ED1867
 ED1867  HISTORY     - Date     Condition        Report By
 ED1867  HISTORY     - 1975     MONUMENTED       GADT
 ED1867  HISTORY     - 20010215 GOOD             GADT
 ED1867
 ED1867                          STATION DESCRIPTION
 ED1867
 ED1867'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1975 (WRN)
 ED1867'THE STATION IS LOCATED APPROXIMATELY 1/2 MILE SOUTH OF NACOOCHEE,
 ED1867'1-3/4 MILES SOUTHEAST OF HELEN, AND 2-1/4 MILES WEST OF SAUTEE
 ED1867'ON STATE RIGHT OF WAY.
 ED1867'
 ED1867'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 17 AND
 ED1867'STATE ROUTE 75 IN NACOOCHEE, LOCATED APPROXIMATELY 1-1/2 MILES
 ED1867'SOUTHEAST OF HELEN, GO SOUTH ALONG STATE ROUTE 75 FOR 0.6 MILE
 ED1867'TO THE STATION ON THE RIGHT ON TOP OF A 10 FOOT CUT BANK.
 ED1867'
 ED1867'THE STATION IS LOCATED 53 FEET (SLOPE DISTANCE) WEST OF THE
 ED1867'CENTERLINE OF STATE ROUTE 75, 10.5 FEET SOUTHEAST OF A POWER POLE,
 ED1867'AND 2.5 FEET EAST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 ED1867'STAMPED 154-212 1975, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 ED1867'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 ED1867'UNDERGROUND STATION IS A STANDARD DISK STAMPED 154-212 1975, SET
 ED1867'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.73 METER BELOW
 ED1867'THE SURFACE OF THE GROUND.
 ED1867'
 ED1867'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTE 75
 ED1867'(STATE ROUTE 17), GO NORTH ALONG STATE ROUTE 75 AND 17 FOR 0.1
 ED1867'MILE TO A BRIDGE OVER THE CHATTAHOOCHEE RIVER AND THE MARK ON
 ED1867'THE RIGHT.  IT IS LOCATED 21 FEET EAST OF THE CENTERLINE OF STATE
 ED1867'ROUTE 75 (STATE ROUTE 17), 8.0 FEET SOUTHEAST OF THE SOUTHEAST
 ED1867'CORNER OF THE SOUTHEAST BRIDGE END WALL, 53.0 FEET NORTHEAST OF
 ED1867'THE SOUTHEAST CORNER OF THE SOUTHWEST BRIDGE END WALL, AND 2.6
 ED1867'FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 ED1867'STAMPED 154-212 1975 AZMK, SET IN THE TOP OF A 10 INCH
 ED1867'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 ED1867
 ED1867                          STATION RECOVERY (2001)
 ED1867
 ED1867'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 ED1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1993 ***********************************************************************
 EE1993  DESIGNATION -  BV 155 200
 EE1993  PID         -  EE1993
 EE1993  STATE/COUNTY-  GA/WHITFIELD
 EE1993  USGS QUAD   -  VILLANOW (1983)
 EE1993
 EE1993                         *CURRENT SURVEY CONTROL
 EE1993  ___________________________________________________________________
 EE1993* NAD 83(1994)-  34 44 58.26035(N)    085 06 32.67950(W)     ADJUSTED  
 EE1993* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 EE1993  ___________________________________________________________________
 EE1993  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EE1993  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE1993
 EE1993  HORZ ORDER  -  SECOND
 EE1993
 EE1993.The horizontal coordinates were established by classical geodetic methods
 EE1993.and adjusted by the National Geodetic Survey in September 1997..
 EE1993
 EE1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1993
 EE1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1993
 EE1993.The geoid height was determined by GEOID03.
 EE1993
 EE1993;                    North         East     Units Scale Factor Converg.
 EE1993;SPC GA W     -   527,043.150   613,714.940   MT  0.99999173   -0 32 13.9
 EE1993;SPC GA W     - 1,729,140.73  2,013,496.43   sFT  0.99999173   -0 32 13.9
 EE1993;UTM  16      - 3,846,894.325   673,085.058   MT  0.99996926   +1 04 41.1
 EE1993
 EE1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1993!SPC GA W     -   0.99995780  x   0.99999173  =   0.99994953
 EE1993!UTM  16      -   0.99995780  x   0.99996926  =   0.99992706
 EE1993
 EE1993:                Primary Azimuth Mark                     Grid Az
 EE1993:SPC GA W     -  BV 155 200 AZ MK                         043 55 09.0
 EE1993:UTM  16      -  BV 155 200 AZ MK                         042 18 14.0
 EE1993
 EE1993|---------------------------------------------------------------------|
 EE1993| PID    Reference Object                     Distance      Geod. Az  |
 EE1993|                                                           dddmmss.s |
 EE1993| CG4996 BV 155 200 AZ MK                                   0432255.1 |
 EE1993|---------------------------------------------------------------------|
 EE1993
 EE1993                          SUPERSEDED SURVEY CONTROL
 EE1993
 EE1993  NAD 83(1994)-  34 44 58.26443(N)    085 06 32.68485(W) AD(       ) 2
 EE1993  NAD 83(1986)-  34 44 58.26539(N)    085 06 32.68363(W) AD(       ) 2
 EE1993  NAD 27      -  34 44 57.98277(N)    085 06 32.86731(W) AD(       ) 2
 EE1993  NGVD 29 (07/19/86)  298.3    (m)          979.     (f) VERT ANG       
 EE1993
 EE1993.Superseded values are not recommended for survey control.
 EE1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1993.See file dsdata.txt to determine how the superseded data were derived.
 EE1993
 EE1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7308546894(NAD 83)
 EE1993_MARKER: DD = SURVEY DISK
 EE1993_SETTING: 0 = UNSPECIFIED SETTING
 EE1993
 EE1993  HISTORY     - Date     Condition        Report By
 EE1993  HISTORY     - 1972     MONUMENTED       GADT
 EE1993
 EE1993                          STATION DESCRIPTION
 EE1993
 EE1993'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1993'THE STATION IS LOCATED 8.1 MI WEST OF DALTON, GA.  6.0 MI
 EE1993'SOUTHWEST OF THE INTERSECTION OF GA. 201 AND GA. 3.  5.4 MI
 EE1993'NORTH OF THE INTERSECTION OF GA 143 AND GA 201 ON THE PROPERTY
 EE1993'OF CLAUDE HOLCOMB.
 EE1993'
 EE1993'TO REACH FROM THE INTERSECTION OF GA 143 AND U.S. 27, PROCEED
 EE1993'EAST ON GA. 143 12.77 MI TO THE INTERSECTION OF GA 201.  PROCEED
 EE1993'NORTH ON GA. 201 5.41 MI TO PAVED COUNTY RD. 340 ON THE
 EE1993'LEFT.  PROCEED WEST ON PAVED COUNTY ROAD 340 0.38 MI TO STATION
 EE1993'ON THE RIGHT.
 EE1993'
 EE1993'THE STATION, A STANDARD BRASS DISC SET IN A CONCRETE POST AND
 EE1993'STAMPED BV 155-200, IS LOCATED 19 FT NORTH OF A FENCE.  55.9 FT
 EE1993'WEST OF A POWER POLE.  33 FT SOUTHWEST OF A 12 INCH PINE.  128
 EE1993'FT EAST OF A POWER POLE.
 EE1993'
 EE1993'THE AZIMUTH IS LOCATED 0.3 MI NORTH EAST OF THE STATION.  16.5
 EE1993'FT NORTH OF THE CENTER LINE OF COUNTY DIRT ROAD.  40.5 FT NORTH
 EE1993'WEST OF A POWER POLE.  119.3 FT EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1995 ***********************************************************************
 EE1995  DESIGNATION -  BV 155 201
 EE1995  PID         -  EE1995
 EE1995  STATE/COUNTY-  GA/WHITFIELD
 EE1995  USGS QUAD   -  VILLANOW (1983)
 EE1995
 EE1995                         *CURRENT SURVEY CONTROL
 EE1995  ___________________________________________________________________
 EE1995* NAD 83(1994)-  34 44 17.42187(N)    085 04 35.64509(W)     ADJUSTED  
 EE1995* NAVD 88     -       321.4    (meters)    1054.     (feet)  VERTCON   
 EE1995  ___________________________________________________________________
 EE1995  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 EE1995  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE1995
 EE1995  HORZ ORDER  -  SECOND
 EE1995
 EE1995.The horizontal coordinates were established by classical geodetic methods
 EE1995.and adjusted by the National Geodetic Survey in September 1997..
 EE1995
 EE1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1995
 EE1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1995
 EE1995.The geoid height was determined by GEOID03.
 EE1995
 EE1995;                    North         East     Units Scale Factor Converg.
 EE1995;SPC GA W     -   525,757.333   616,680.143   MT  0.99998554   -0 31 06.7
 EE1995;SPC GA W     - 1,724,922.18  2,023,224.77   sFT  0.99998554   -0 31 06.7
 EE1995;UTM  16      - 3,845,692.606   676,085.284   MT  0.99998217   +1 05 46.7
 EE1995
 EE1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1995!SPC GA W     -   0.99995418  x   0.99998554  =   0.99993972
 EE1995!UTM  16      -   0.99995418  x   0.99998217  =   0.99993635
 EE1995
 EE1995:                Primary Azimuth Mark                     Grid Az
 EE1995:SPC GA W     -  BV 155 201 AZ MK                         354 52 03.7
 EE1995:UTM  16      -  BV 155 201 AZ MK                         353 15 10.3
 EE1995
 EE1995|---------------------------------------------------------------------|
 EE1995| PID    Reference Object                     Distance      Geod. Az  |
 EE1995|                                                           dddmmss.s |
 EE1995| CG4997 BV 155 201 AZ MK                                   3542057.0 |
 EE1995|---------------------------------------------------------------------|
 EE1995
 EE1995                          SUPERSEDED SURVEY CONTROL
 EE1995
 EE1995  NAD 83(1994)-  34 44 17.42582(N)    085 04 35.65033(W) AD(       ) 2
 EE1995  NAD 83(1986)-  34 44 17.42674(N)    085 04 35.64924(W) AD(       ) 2
 EE1995  NAD 27      -  34 44 17.14140(N)    085 04 35.83653(W) AD(       ) 2
 EE1995  NGVD 29 (07/19/86)  321.4    (m)         1054.     (f) VERT ANG       
 EE1995
 EE1995.Superseded values are not recommended for survey control.
 EE1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1995.See file dsdata.txt to determine how the superseded data were derived.
 EE1995
 EE1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7608545693(NAD 83)
 EE1995_MARKER: DD = SURVEY DISK
 EE1995_SETTING: 0 = UNSPECIFIED SETTING
 EE1995
 EE1995  HISTORY     - Date     Condition        Report By
 EE1995  HISTORY     - 1972     MONUMENTED       GADT
 EE1995
 EE1995                          STATION DESCRIPTION
 EE1995
 EE1995'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1995'THE STATION IS LOCATED 6.3 MILES SOUTHWEST OF DALTON, GA., 5.0 MILES
 EE1995'NORTHEAST OF THE INTERSECTION OF GA. 201 AND GA. 143, 12.0 MILES
 EE1995'NORTHEAST OF LAFAYETTE, GA. ON THE PROPERTY OF MR. R.L. RIDLEY.
 EE1995'
 EE1995'TO REACH FROM THE INTERSECTION OF GA. 201 AND U.S. 41 NORTHWEST
 EE1995'OF DALTON, PROCEED SOUTH ON GA. 201 FOR 7.35 MILES TO THE
 EE1995'INTERSECTION OF COUNTY ROAD 342.  PROCEED EAST, NORTHEAST OF
 EE1995'COUNTY ROAD 342, FOR 2.88 MILES TO THE INTERSECTION OF COUNTY
 EE1995'ROAD 346.  PROCEED SOUTH ON COUNTY ROAD 346 FOR 0.92 MILE TO
 EE1995'DRIVEWAY.  THE STATION IS LOCATED ON THE TOP OF A HILL AT THE
 EE1995'END OF THE DRIVEWAY.
 EE1995'
 EE1995'THE STATION IS A STANDARD BRASS CAP SET IN A CONCRETE POST
 EE1995'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 28.5 FEET NORTH OF
 EE1995'A POWER POLE, 62.0 FEET SOUTHEAST OF A SHED.
 EE1995'
 EE1995'THE AZIMUTH IS LOCATED .25 MILE SOUTHEAST OF THE STATION, 8.0
 EE1995'FEET WEST OF A FENCE, 47.0 FEET NORTH OF A FENCE, 23.0 FEET
 EE1995'WEST OF THE CENTERLINE OF COUNTY ROAD 346.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1969 ***********************************************************************
 EE1969  DESIGNATION -  BV 155 202 GAHD 1972
 EE1969  PID         -  EE1969
 EE1969  STATE/COUNTY-  GA/WHITFIELD
 EE1969  USGS QUAD   -  TUNNEL HILL (1983)
 EE1969
 EE1969                         *CURRENT SURVEY CONTROL
 EE1969  ___________________________________________________________________
 EE1969* NAD 83(1994)-  34 47 06.59018(N)    085 04 00.42273(W)     ADJUSTED  
 EE1969* NAVD 88     -       265.0    (meters)     869.     (feet)  VERTCON   
 EE1969  ___________________________________________________________________
 EE1969  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EE1969  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE1969
 EE1969  HORZ ORDER  -  SECOND
 EE1969
 EE1969.The horizontal coordinates were established by classical geodetic methods
 EE1969.and adjusted by the National Geodetic Survey in September 1997..
 EE1969
 EE1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1969
 EE1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1969
 EE1969.The geoid height was determined by GEOID03.
 EE1969
 EE1969;                    North         East     Units Scale Factor Converg.
 EE1969;SPC GA W     -   530,961.999   617,622.787   MT  0.99998361   -0 30 48.8
 EE1969;SPC GA W     - 1,741,997.83  2,026,317.43   sFT  0.99998361   -0 30 48.8
 EE1969;UTM  16      - 3,850,921.779   676,880.797   MT  0.99998563   +1 06 11.5
 EE1969
 EE1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1969!SPC GA W     -   0.99996304  x   0.99998361  =   0.99994665
 EE1969!UTM  16      -   0.99996304  x   0.99998563  =   0.99994867
 EE1969
 EE1969:                Primary Azimuth Mark                     Grid Az
 EE1969:SPC GA W     -  ROCKY                                    051 54 14.3
 EE1969:UTM  16      -  ROCKY                                    050 17 14.0
 EE1969
 EE1969|---------------------------------------------------------------------|
 EE1969| PID    Reference Object                     Distance      Geod. Az  |
 EE1969|                                                           dddmmss.s |
 EE1969| EE1967 ROCKY                               APPROX. 6.9 KM 0512325.5 |
 EE1969| EE1997 DALTON SOUTHERN BELL MICROWAVE      APPROX. 7.3 KM 1421831.2 |
 EE1969|---------------------------------------------------------------------|
 EE1969
 EE1969                          SUPERSEDED SURVEY CONTROL
 EE1969
 EE1969  NAD 83(1994)-  34 47 06.59368(N)    085 04 00.42766(W) AD(       ) 2
 EE1969  NAD 83(1986)-  34 47 06.59460(N)    085 04 00.42664(W) AD(       ) 2
 EE1969  NAD 27      -  34 47 06.31068(N)    085 04 00.61381(W) AD(       ) 2
 EE1969  NGVD 29 (07/19/86)  265.0    (m)          869.     (f) VERT ANG       
 EE1969
 EE1969.Superseded values are not recommended for survey control.
 EE1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1969.See file dsdata.txt to determine how the superseded data were derived.
 EE1969
 EE1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7688150922(NAD 83)
 EE1969_MARKER: DD = SURVEY DISK
 EE1969_SETTING: 0 = UNSPECIFIED SETTING
 EE1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1969
 EE1969  HISTORY     - Date     Condition        Report By
 EE1969  HISTORY     - 1972     MONUMENTED       GADT
 EE1969
 EE1969                          STATION DESCRIPTION
 EE1969
 EE1969'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1969'THE STATION IS LOCATED 5.5 MILES WEST OF DALTON, GA., 2.2 MILES
 EE1969'SOUTHWEST OF THE INTERSECTION OF GA. 201 AND U.S. 41, GA. 3,
 EE1969'9.6 MILES SOUTHEAST OF RINGGOLD, GA. ON THE PROPERTY OF JACK WOOD.
 EE1969'
 EE1969'TO REACH FROM THE INTERSECTION OF GA. 3 AND GA. 201, PROCEED
 EE1969'SOUTH ON GA. 201 FOR 3.2 MILES TO COUNTY DIRT ROAD 335.  PROCEED
 EE1969'WEST ON COUNTY DIRT ROAD 335 FOR 0.8 MILE TO THE STATION ON THE
 EE1969'RIGHT.
 EE1969'
 EE1969'THE STATION IS A STANDARD BRASS DISC SET IN CONCRETE 4-INCHES
 EE1969'ABOVE THE GROUND LEVEL.  A SUBSURFACE MARK HAS BEEN SET 0.53
 EE1969'METERS BELOW THE GROUND LEVEL.  THE STATION IS LOCATED 15.2 FEET
 EE1969'NORTHEAST OF A THREE CLUSTER MAPLE, 93.5 FEET SOUTH OF A CHICKEN
 EE1969'HOUSE, 78.5 FEET SOUTHWEST OF AN 8-INCH OAK TREE, 37.0 FEET
 EE1969'WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1948 ***********************************************************************
 EE1948  DESIGNATION -  BV 155 203 GAHD 1972
 EE1948  PID         -  EE1948
 EE1948  STATE/COUNTY-  GA/WHITFIELD
 EE1948  USGS QUAD   -  COHUTTA (1982)
 EE1948
 EE1948                         *CURRENT SURVEY CONTROL
 EE1948  ___________________________________________________________________
 EE1948* NAD 83(1994)-  34 58 20.18584(N)    084 55 19.93135(W)     ADJUSTED  
 EE1948* NAVD 88     -       303.9    (meters)     997.     (feet)  VERTCON   
 EE1948  ___________________________________________________________________
 EE1948  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EE1948  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 EE1948
 EE1948  HORZ ORDER  -  SECOND
 EE1948
 EE1948.The horizontal coordinates were established by classical geodetic methods
 EE1948.and adjusted by the National Geodetic Survey in September 1997..
 EE1948
 EE1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1948
 EE1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1948
 EE1948.The geoid height was determined by GEOID03.
 EE1948
 EE1948;                    North         East     Units Scale Factor Converg.
 EE1948;SPC GA W     -   551,609.142   631,011.408   MT  0.99995864   -0 25 59.1
 EE1948;SPC GA W     - 1,809,737.66  2,070,243.26   sFT  0.99995864   -0 25 59.1
 EE1948;SPC TN       -    71,433.989   698,427.254   MT  1.00006061   +0 37 51.5
 EE1948;SPC TN       -   234,363.01  2,291,423.42   sFT  1.00006061   +0 37 51.5
 EE1948;UTM  16      - 3,871,940.211   689,680.711   MT  1.00004344   +1 11 28.7
 EE1948
 EE1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1948!SPC GA W     -   0.99995699  x   0.99995864  =   0.99991563
 EE1948!SPC TN       -   0.99995699  x   1.00006061  =   1.00001759
 EE1948!UTM  16      -   0.99995699  x   1.00004344  =   1.00000042
 EE1948
 EE1948:                Primary Azimuth Mark                     Grid Az
 EE1948:SPC GA W     -  MCGAUHEYS LOT                            161 13 01.7
 EE1948:SPC TN       -  MCGAUHEYS LOT                            160 09 11.1
 EE1948:UTM  16      -  MCGAUHEYS LOT                            159 35 33.9
 EE1948
 EE1948|---------------------------------------------------------------------|
 EE1948| PID    Reference Object                     Distance      Geod. Az  |
 EE1948|                                                           dddmmss.s |
 EE1948| EE1954 MCGAUHEYS LOT                       APPROX. 5.7 KM 1604702.6 |
 EE1948|---------------------------------------------------------------------|
 EE1948
 EE1948                          SUPERSEDED SURVEY CONTROL
 EE1948
 EE1948  NAD 83(1994)-  34 58 20.18810(N)    084 55 19.93661(W) AD(       ) 2
 EE1948  NAD 83(1986)-  34 58 20.18880(N)    084 55 19.93598(W) AD(       ) 2
 EE1948  NAD 27      -  34 58 19.91648(N)    084 55 20.13703(W) AD(       ) 2
 EE1948  NGVD 29 (07/19/86)  303.9    (m)          997.     (f) VERT ANG       
 EE1948
 EE1948.Superseded values are not recommended for survey control.
 EE1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1948.See file dsdata.txt to determine how the superseded data were derived.
 EE1948
 EE1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8968171940(NAD 83)
 EE1948_MARKER: DD = SURVEY DISK
 EE1948_SETTING: 0 = UNSPECIFIED SETTING
 EE1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1948
 EE1948  HISTORY     - Date     Condition        Report By
 EE1948  HISTORY     - 1972     MONUMENTED       GADT
 EE1948  HISTORY     - 1974     GOOD             USGS
 EE1948
 EE1948                          STATION DESCRIPTION
 EE1948
 EE1948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1948'THE STATION IS LOCATED 5.7 MILES NORTHEAST OF VARNELL, GA., 5.5
 EE1948'MILES NORTH OF THE INTERSECTION OF GA. 2 AND GA. 71, 1.2 MILES
 EE1948'SOUTHEAST OF THE INTERSECTION OF GA. 71 AND THE
 EE1948'TENNESSEE-GEORGIA STATE LINE.
 EE1948'
 EE1948'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 71, PROCEED
 EE1948'NORTH ON GA. 71 FOR 4.47 MILES TO THE INTERSECTION OF COUNTY
 EE1948'ROAD 188.  PROCEED EAST ON COUNTY ROAD 188.  PROCEED EAST ON
 EE1948'COUNTY ROAD FOR 1.98 MILES TO THE INTERSECTION OF COUNTY ROAD
 EE1948'191.  PROCEED EAST ON COUNTY ROAD FOR 0.25 MILE TO PASTURE ROAD
 EE1948'ON THE LEFT.  PROCEED NORTH TO PASTURE TRAIL LEADING
 EE1948'NORTHEAST.  PROCEED NORTHWEST FOR 0.3 MILE TO THE STATION.
 EE1948'
 EE1948'THE STATION IS A STANDARD BRASS CAP IN A CONCRETE POST FLUSH
 EE1948'WITH THE GROUND.  THE STATION IS LOCATED 79.7 FEET EAST OF A
 EE1948'FENCE, 86.3 FEET NORTHEAST OF AN 8-INCH OAK TREE, 82.9 FEET
 EE1948'SOUTHEAST OF A 10-INCH LOCUST TREE, 91.8 FEET SOUTH OF A FENCE.
 EE1948
 EE1948                          STATION RECOVERY (1974)
 EE1948
 EE1948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CRH)
 EE1948'TO REACH FROM INT. OF GA 2 AND 71, PROCEED N. ON GA. 71 FOR 4.5
 EE1948'MI, THENCE E. AND N. 1.0 MI ON CO. RD. 188, THENCE 0.8 MI. E. ON
 EE1948'PAVED RD, THENCE 0.15 MI. N. ON GRADED PRIVATE RD., THENCE 0.25
 EE1948'MI. NW ON FARM RD. TO SADDLE, THENCE 0.2 MI. S. TO TOP OF RIDGE
 EE1948'(STANCEL RIDGE) AND STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1950 ***********************************************************************
 EE1950  DESIGNATION -  BV 155 204
 EE1950  PID         -  EE1950
 EE1950  STATE/COUNTY-  GA/WHITFIELD
 EE1950  USGS QUAD   -  COHUTTA (1982)
 EE1950
 EE1950                         *CURRENT SURVEY CONTROL
 EE1950  ___________________________________________________________________
 EE1950* NAD 83(1994)-  34 55 18.81570(N)    084 54 18.43402(W)     ADJUSTED  
 EE1950* NAVD 88     -       249.0    (meters)     817.     (feet)  VERTCON   
 EE1950  ___________________________________________________________________
 EE1950  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EE1950  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 EE1950
 EE1950  HORZ ORDER  -  SECOND
 EE1950
 EE1950.The horizontal coordinates were established by classical geodetic methods
 EE1950.and adjusted by the National Geodetic Survey in September 1997..
 EE1950
 EE1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1950
 EE1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1950
 EE1950.The geoid height was determined by GEOID03.
 EE1950
 EE1950;                    North         East     Units Scale Factor Converg.
 EE1950;SPC GA W     -   546,008.679   632,529.999   MT  0.99995609   -0 25 21.9
 EE1950;SPC GA W     - 1,791,363.47  2,075,225.51   sFT  0.99995609   -0 25 21.9
 EE1950;UTM  16      - 3,866,384.517   691,357.501   MT  1.00005132   +1 11 58.6
 EE1950
 EE1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1950!SPC GA W     -   0.99996559  x   0.99995609  =   0.99992169
 EE1950!UTM  16      -   0.99996559  x   1.00005132  =   1.00001691
 EE1950
 EE1950:                Primary Azimuth Mark                     Grid Az
 EE1950:SPC GA W     -  BV 155 204 AZ MK                         340 26 36.0
 EE1950:UTM  16      -  BV 155 204 AZ MK                         338 49 15.5
 EE1950
 EE1950|---------------------------------------------------------------------|
 EE1950| PID    Reference Object                     Distance      Geod. Az  |
 EE1950|                                                           dddmmss.s |
 EE1950| CZ4707 BV 155 204 AZ MK                                   3400114.1 |
 EE1950|---------------------------------------------------------------------|
 EE1950
 EE1950                          SUPERSEDED SURVEY CONTROL
 EE1950
 EE1950  NAD 83(1994)-  34 55 18.81805(N)    084 54 18.43910(W) AD(       ) 2
 EE1950  NAD 83(1986)-  34 55 18.81882(N)    084 54 18.43833(W) AD(       ) 2
 EE1950  NAD 27      -  34 55 18.54238(N)    084 54 18.64095(W) AD(       ) 2
 EE1950  NGVD 29 (07/19/86)  249.0    (m)          817.     (f) VERT ANG       
 EE1950
 EE1950.Superseded values are not recommended for survey control.
 EE1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1950.See file dsdata.txt to determine how the superseded data were derived.
 EE1950
 EE1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9135866385(NAD 83)
 EE1950_MARKER: DD = SURVEY DISK
 EE1950_SETTING: 0 = UNSPECIFIED SETTING
 EE1950
 EE1950  HISTORY     - Date     Condition        Report By
 EE1950  HISTORY     - 1972     MONUMENTED       GADT
 EE1950
 EE1950                          STATION DESCRIPTION
 EE1950
 EE1950'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1950'THE STATION IS LOCATED 4.1 MILES NORTHEAST OF VARNELL, GA.,
 EE1950'3.0 MILES NORTHEAST OF THE INTERSECTION OF GA. 2 AND GA. 71,
 EE1950'10.8 MILES NORTH OF DALTON, GA.
 EE1950'
 EE1950'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 71 NORTH OF
 EE1950'DALTON, GA., PROCEED NORTH ON GA. 71 FOR 0.82 MILE TO COUNTY DIRT
 EE1950'ROAD 213, PROCEED EAST ON COUNTY ROAD 213 FOR 2.96 MILES TO THE
 EE1950'INTERSECTION OF COUNTY ROAD 180, PROCEED SOUTH ON COUNTY ROAD 180
 EE1950'FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT.  PROCEED THROUGH GATE
 EE1950'INTO PASTURE, STATION IS LOCATED IN NORTHEAST CORNER OF PASTURE
 EE1950'NEAR THE EDGE OF SOME WOODS.
 EE1950'
 EE1950'THE STATION IS A STANDARD BRASS CAP SET IN A CONCRETE POST
 EE1950'6-INCHES ABOVE THE GROUND, HAS A 10-INCH COLLAR WITH A SUB
 EE1950'SURFACE MARK WHICH IS 0.81 METERS BELOW THE GROUND.  THE STATION
 EE1950'IS LOCATED 1.15 FEET NORTH OF A FENCE, 29.7 FEET EAST OF A
 EE1950'18-INCH HICKORY TREE, 36.5 FEET WEST OF A TWIN MAPLE TREE, 27.5
 EE1950'FEET SOUTHWEST OF A 9-INCH PINE TREE.
 EE1950'
 EE1950'THE AZIMUTH MARK IS LOCATED 0.6 MILE NORTHWEST OF THE STATION,
 EE1950'44.2 FEET NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 5.2
 EE1950'FEET SOUTHEAST OF A 16-INCH OAK TREE, 17.0 FEET NORTHEAST OF A
 EE1950'20-INCH OAK TREE LOCATED IN THE CHURCH YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1942 ***********************************************************************
 EE1942  DESIGNATION -  BV 155 205
 EE1942  PID         -  EE1942
 EE1942  STATE/COUNTY-  GA/WHITFIELD
 EE1942  USGS QUAD   -  DALTON NORTH (1985)
 EE1942
 EE1942                         *CURRENT SURVEY CONTROL
 EE1942  ___________________________________________________________________
 EE1942* NAD 83(1994)-  34 51 43.02878(N)    084 57 24.60107(W)     ADJUSTED  
 EE1942* NAVD 88     -       262.8    (meters)     862.     (feet)  VERTCON   
 EE1942  ___________________________________________________________________
 EE1942  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EE1942  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 EE1942
 EE1942  HORZ ORDER  -  SECOND
 EE1942
 EE1942.The horizontal coordinates were established by classical geodetic methods
 EE1942.and adjusted by the National Geodetic Survey in September 1997..
 EE1942
 EE1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1942
 EE1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1942
 EE1942.The geoid height was determined by GEOID03.
 EE1942
 EE1942;                    North         East     Units Scale Factor Converg.
 EE1942;SPC GA W     -   539,395.458   627,752.594   MT  0.99996431   -0 27 06.0
 EE1942;SPC GA W     - 1,769,666.60  2,059,551.64   sFT  0.99996431   -0 27 06.0
 EE1942;UTM  16      - 3,859,638.247   686,768.727   MT  1.00002994   +1 10 05.6
 EE1942
 EE1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1942!SPC GA W     -   0.99996342  x   0.99996431  =   0.99992773
 EE1942!UTM  16      -   0.99996342  x   1.00002994  =   0.99999336
 EE1942
 EE1942:                Primary Azimuth Mark                     Grid Az
 EE1942:SPC GA W     -  DALTON ROCK CO RAD TOWER                 121 56 41.8
 EE1942:UTM  16      -  DALTON ROCK CO RAD TOWER                 120 19 30.2
 EE1942
 EE1942|---------------------------------------------------------------------|
 EE1942| PID    Reference Object                     Distance      Geod. Az  |
 EE1942|                                                           dddmmss.s |
 EE1942| EE1943 DALTON ROCK CO RAD TOWER            APPROX. 5.8 KM 1212935.8 |
 EE1942| CZ4708 BV 155 205 AZ MK                                   1382112.4 |
 EE1942|---------------------------------------------------------------------|
 EE1942
 EE1942                          SUPERSEDED SURVEY CONTROL
 EE1942
 EE1942  NAD 83(1994)-  34 51 43.03126(N)    084 57 24.60566(W) AD(       ) 2
 EE1942  NAD 83(1986)-  34 51 43.03197(N)    084 57 24.60510(W) AD(       ) 2
 EE1942  NAD 27      -  34 51 42.75106(N)    084 57 24.80494(W) AD(       ) 2
 EE1942  NGVD 29 (07/19/86)  262.8    (m)          862.     (f) VERT ANG       
 EE1942
 EE1942.Superseded values are not recommended for survey control.
 EE1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1942.See file dsdata.txt to determine how the superseded data were derived.
 EE1942
 EE1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8676959638(NAD 83)
 EE1942_MARKER: DD = SURVEY DISK
 EE1942_SETTING: 0 = UNSPECIFIED SETTING
 EE1942
 EE1942  HISTORY     - Date     Condition        Report By
 EE1942  HISTORY     - 1972     MONUMENTED       GADT
 EE1942
 EE1942                          STATION DESCRIPTION
 EE1942
 EE1942'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1942'THE STATION IS LOCATED 6.3 MILES NORTH OF DALTON, GEORGIA.  2.3
 EE1942'MILES SOUTHWEST OF THE INTERSECTION ON GA 2 AND GA 71.  12.7
 EE1942'MILES NORTHWEST OF CHATSWORTH, GEORGIA ON THE PROPERTY OF GLENN
 EE1942'BARKS.
 EE1942'
 EE1942'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 71, PROCEED
 EE1942'SOUTH FOR 2.5 MILES TO PAVED COUNTY ROAD 228.  PROCEED WEST ON
 EE1942'COUNTY ROAD 228 FOR 0.8 MILES TO PAVED COUNTY ROAD 226.  PROCEED
 EE1942'NORTH ON COUNTY ROAD 226 FOR 0.15 MILES TO STATION ON THE RIGHT.
 EE1942'
 EE1942'THE MONUMENT, A STANDARD BRASS CAP SET IN A CONCRETE POST SET
 EE1942'4 INCHES ABOVE THE GROUND SURFACE, IS LOCATED 21.0 FEET NORTHEAST
 EE1942'OF THE CENTERLINE OF COUNTY ROAD.  68.6 FEET WEST OF A 6 INCH
 EE1942'WATER OAK TREE.  85.4 FEET NORTHWEST OF A 6 INCH TREE.
 EE1942'
 EE1942'THE AZIMUTH MARK IS LOCATED 0.3 MILES SOUTH OF THE
 EE1942'STATION.  5.2 FEET SOUTHEAST OF A FENCE.  23.3 FEET SOUTHWEST
 EE1942'OF THE CENTERLINE OF THE COUNTY ROAD.  43.5 FEET WEST OF THE
 EE1942'P.I. OF THE DRIVE AND THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1949 ***********************************************************************
 EE1949  DESIGNATION -  BV 155 206
 EE1949  PID         -  EE1949
 EE1949  STATE/COUNTY-  GA/WHITFIELD
 EE1949  USGS QUAD   -  COHUTTA (1982)
 EE1949
 EE1949                         *CURRENT SURVEY CONTROL
 EE1949  ___________________________________________________________________
 EE1949* NAD 83(1994)-  34 58 03.75320(N)    084 59 21.78077(W)     ADJUSTED  
 EE1949* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 EE1949  ___________________________________________________________________
 EE1949  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 EE1949  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 EE1949
 EE1949  HORZ ORDER  -  SECOND
 EE1949
 EE1949.The horizontal coordinates were established by classical geodetic methods
 EE1949.and adjusted by the National Geodetic Survey in September 1997..
 EE1949
 EE1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1949
 EE1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1949
 EE1949.The geoid height was determined by GEOID03.
 EE1949
 EE1949;                    North         East     Units Scale Factor Converg.
 EE1949;SPC GA W     -   551,151.205   624,872.809   MT  0.99996954   -0 28 17.5
 EE1949;SPC GA W     - 1,808,235.25  2,050,103.54   sFT  0.99996954   -0 28 17.5
 EE1949;SPC TN       -    70,862.127   692,297.618   MT  1.00006180   +0 35 30.0
 EE1949;SPC TN       -   232,486.83  2,271,313.10   sFT  1.00006180   +0 35 30.0
 EE1949;UTM  16      - 3,871,308.418   683,557.160   MT  1.00001527   +1 09 09.5
 EE1949
 EE1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1949!SPC GA W     -   0.99996074  x   0.99996954  =   0.99993028
 EE1949!SPC TN       -   0.99996074  x   1.00006180  =   1.00002253
 EE1949!UTM  16      -   0.99996074  x   1.00001527  =   0.99997601
 EE1949
 EE1949:                Primary Azimuth Mark                     Grid Az
 EE1949:SPC GA W     -  BV 155 206 AZ MK                         249 58 17.8
 EE1949:SPC TN       -  BV 155 206 AZ MK                         248 54 30.3
 EE1949:UTM  16      -  BV 155 206 AZ MK                         248 20 50.8
 EE1949
 EE1949|---------------------------------------------------------------------|
 EE1949| PID    Reference Object                     Distance      Geod. Az  |
 EE1949|                                                           dddmmss.s |
 EE1949| CZ4709 BV 155 206 AZ MK                                   2493000.3 |
 EE1949|---------------------------------------------------------------------|
 EE1949
 EE1949                          SUPERSEDED SURVEY CONTROL
 EE1949
 EE1949  NAD 83(1994)-  34 58 03.75471(N)    084 59 21.78601(W) AD(       ) 2
 EE1949  NAD 83(1986)-  34 58 03.75525(N)    084 59 21.78492(W) AD(       ) 2
 EE1949  NAD 27      -  34 58 03.48100(N)    084 59 21.97580(W) AD(       ) 2
 EE1949  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 EE1949
 EE1949.Superseded values are not recommended for survey control.
 EE1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1949.See file dsdata.txt to determine how the superseded data were derived.
 EE1949
 EE1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8355771308(NAD 83)
 EE1949_MARKER: DD = SURVEY DISK
 EE1949_SETTING: 0 = UNSPECIFIED SETTING
 EE1949
 EE1949  HISTORY     - Date     Condition        Report By
 EE1949  HISTORY     - 1972     MONUMENTED       GADT
 EE1949
 EE1949                          STATION DESCRIPTION
 EE1949
 EE1949'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1949'THE STATION IS LOCATED 4.7 MILES NORTH OF VARNELL,
 EE1949'GEORGIA.  13.5 MILES NORTH OF DALTON, GEORGIA.  5.6 MILES NORTHWEST
 EE1949'OF THE INTERSECTION OF GA. 2 AND GA. 71 ON THE PROPERTY OF
 EE1949'J. D. BOLDEN.
 EE1949'
 EE1949'TO REACH FROM THE INTERSECTION OF GA. 71 AND GA. 2, PROCEED NORTH
 EE1949'ON GA. 71 FOR 4.35 MILES TO THE INTERSECTION OF PAVED ROAD
 EE1949'S1553.  PROCEED WEST ON PAVED ROAD S1553 FOR 3.2 MILES TO THE
 EE1949'STATION ON THE RIGHT.
 EE1949'
 EE1949'THE STATION, A STANDARD BRASS CAP SET IN A CONCRETE POST 2 INCHES
 EE1949'BELOW THE GROUND AND STAMPED B.V. 155-206, IS LOCATED 8.3 FEET
 EE1949'SOUTHWEST OF A 55 INCH OAK TREE.  27.7 FEET SOUTHEAST OF A 45 INCH
 EE1949'OAK TREE.  36.3 FEET NORTHEAST OF A 50 INCH OAK TREE.  41.3 FEET
 EE1949'NORTHWEST OF A 50 INCH OAK TREE.
 EE1949'
 EE1949'THE AZIMUTH MARK IS LOCATED 0.24 MILES SOUTH OF THE STATION.  16.6
 EE1949'FEET EAST OF A 30 INCH OAK TREE.  38.0 FEET SOUTHWEST OF THE
 EE1949'CENTERLINE OF PAVED ROAD S1553.  12.2 FEET NORTHWEST OF A
 EE1949'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1968 ***********************************************************************
 EE1968  DESIGNATION -  BV 155 207 GAHD 1972
 EE1968  PID         -  EE1968
 EE1968  STATE/COUNTY-  GA/WHITFIELD
 EE1968  USGS QUAD   -  TUNNEL HILL (1983)
 EE1968
 EE1968                         *CURRENT SURVEY CONTROL
 EE1968  ___________________________________________________________________
 EE1968* NAD 83(1994)-  34 45 47.89659(N)    085 00 49.85722(W)     ADJUSTED  
 EE1968* NAVD 88     -       467.1    (meters)    1532.     (feet)  VERTCON   
 EE1968  ___________________________________________________________________
 EE1968  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 EE1968  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1968
 EE1968  HORZ ORDER  -  SECOND
 EE1968
 EE1968.The horizontal coordinates were established by classical geodetic methods
 EE1968.and adjusted by the National Geodetic Survey in September 1997..
 EE1968
 EE1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1968
 EE1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1968
 EE1968.The geoid height was determined by GEOID03.
 EE1968
 EE1968;                    North         East     Units Scale Factor Converg.
 EE1968;SPC GA W     -   528,495.005   622,446.973   MT  0.99997411   -0 28 59.1
 EE1968;SPC GA W     - 1,733,904.03  2,042,144.78   sFT  0.99997411   -0 28 59.1
 EE1968;UTM  16      - 3,848,591.797   681,772.733   MT  1.00000726   +1 07 58.0
 EE1968
 EE1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1968!SPC GA W     -   0.99993132  x   0.99997411  =   0.99990543
 EE1968!UTM  16      -   0.99993132  x   1.00000726  =   0.99993858
 EE1968
 EE1968:                Primary Azimuth Mark                     Grid Az
 EE1968:SPC GA W     -  ROCKY                                    005 11 19.1
 EE1968:UTM  16      -  ROCKY                                    003 34 22.0
 EE1968
 EE1968|---------------------------------------------------------------------|
 EE1968| PID    Reference Object                     Distance      Geod. Az  |
 EE1968|                                                           dddmmss.s |
 EE1968| EE1967 ROCKY                               APPROX. 6.8 KM 0044220.0 |
 EE1968| EE1940 DALTON CABLE TV TOWER               APPROX. 4.9 KM 0543903.4 |
 EE1968| EE1945 DALTON RAD STA WRCD MAST            APPROX. 6.3 KM 0620726.8 |
 EE1968| EE1946 DALTON FIRST BAPT CH SPIRE          APPROX. 4.0 KM 0703420.6 |
 EE1968| EE1937 DALTON 1ST UN METH CH SPIRE         APPROX. 3.8 KM 0832043.3 |
 EE1968|---------------------------------------------------------------------|
 EE1968
 EE1968                          SUPERSEDED SURVEY CONTROL
 EE1968
 EE1968  NAD 83(1994)-  34 45 47.89967(N)    085 00 49.86190(W) AD(       ) 2
 EE1968  NAD 83(1986)-  34 45 47.90050(N)    085 00 49.86096(W) AD(       ) 2
 EE1968  NAD 27      -  34 45 47.61362(N)    085 00 50.05393(W) AD(       ) 2
 EE1968  NGVD 29 (07/19/86)  467.1    (m)         1532.     (f) VERT ANG       
 EE1968
 EE1968.Superseded values are not recommended for survey control.
 EE1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1968.See file dsdata.txt to determine how the superseded data were derived.
 EE1968
 EE1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8177348592(NAD 83)
 EE1968_MARKER: DD = SURVEY DISK
 EE1968_SETTING: 0 = UNSPECIFIED SETTING
 EE1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1968
 EE1968  HISTORY     - Date     Condition        Report By
 EE1968  HISTORY     - 1972     MONUMENTED       GADT
 EE1968
 EE1968                          STATION DESCRIPTION
 EE1968
 EE1968'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1968'THE STATION IS LOCATED 2.7 MILES WEST OF DALTON, GEORGIA.  0.7
 EE1968'MILES NORTHWEST OF THE INTERSECTION OF GEORGIA CONNECTOR 52 AND
 EE1968'INTERSTATE 75.  2.1 MILES SOUTHWEST OF THE INTERSECTION OF GA. 3
 EE1968'AND INTERSTATE 75.
 EE1968'
 EE1968'TO REACH FROM WHITFIELD COUNTY COURTHOUSE IN DALTON, GEORGIA,
 EE1968'PROCEED SOUTH ON U.S. 41 FOR 0.4 MILES TO THE INTERSECTION OF
 EE1968'EMORY STREET.  PROCEED WEST ON EMORY STREET FOR 1.3 MILES TO THE
 EE1968'INTERSECTION OF TIBBS STREET.  PROCEED SOUTH ON TIBBS STREET FOR
 EE1968'0.2 MILES TO THE INTERSECTION OF WALNUT STREET.  PROCEED WEST ON
 EE1968'WALNUT STREET FOR 2.4 MILES TO THE STATION ON THE LEFT.
 EE1968'
 EE1968'THE STATION, A STANDARD BRASS CAP SET IN A CONCRETE POST AND
 EE1968'STAMPED BV 155-207, IS LOCATED 16.8 FEET SOUTH OF THE CENTERLINE
 EE1968'OF WALNUT STREET.  87.6 FEET SOUTHEAST OF A 12 INCH PINE
 EE1968'TREE.  134 FEET NORTHEAST OF A 10 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1939 ***********************************************************************
 EE1939  DESIGNATION -  BV 155 208 GAHD 1972
 EE1939  PID         -  EE1939
 EE1939  STATE/COUNTY-  GA/WHITFIELD
 EE1939  USGS QUAD   -  DALTON NORTH (1985)
 EE1939
 EE1939                         *CURRENT SURVEY CONTROL
 EE1939  ___________________________________________________________________
 EE1939* NAD 83(1994)-  34 47 19.31500(N)    084 58 11.51029(W)     ADJUSTED  
 EE1939* NAVD 88     -       313.3    (meters)    1028.     (feet)  VERTCON   
 EE1939  ___________________________________________________________________
 EE1939  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 EE1939  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 EE1939
 EE1939  HORZ ORDER  -  SECOND
 EE1939
 EE1939.The horizontal coordinates were established by classical geodetic methods
 EE1939.and adjusted by the National Geodetic Survey in September 1997..
 EE1939
 EE1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1939
 EE1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1939
 EE1939.The geoid height was determined by GEOID03.
 EE1939
 EE1939;                    North         East     Units Scale Factor Converg.
 EE1939;SPC GA W     -   531,278.873   626,496.104   MT  0.99996657   -0 27 29.8
 EE1939;SPC GA W     - 1,743,037.44  2,055,429.30   sFT  0.99996657   -0 27 29.8
 EE1939;UTM  16      - 3,851,488.906   685,741.910   MT  1.00002523   +1 09 31.1
 EE1939
 EE1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1939!SPC GA W     -   0.99995548  x   0.99996657  =   0.99992205
 EE1939!UTM  16      -   0.99995548  x   1.00002523  =   0.99998070
 EE1939
 EE1939:                Primary Azimuth Mark                     Grid Az
 EE1939:SPC GA W     -  DALTON 1ST UN METH CH SPIRE              185 30 39.9
 EE1939:UTM  16      -  DALTON 1ST UN METH CH SPIRE              183 53 39.0
 EE1939
 EE1939|---------------------------------------------------------------------|
 EE1939| PID    Reference Object                     Distance      Geod. Az  |
 EE1939|                                                           dddmmss.s |
 EE1939| EE1937 DALTON 1ST UN METH CH SPIRE         APPROX. 2.4 KM 1850310.1 |
 EE1939| EE1946 DALTON FIRST BAPT CH SPIRE          APPROX. 1.5 KM 1883345.5 |
 EE1939| EE1936 BV 155 209 GAHD 1972                APPROX. 2.4 KM 2352516.7 |
 EE1939|---------------------------------------------------------------------|
 EE1939
 EE1939                          SUPERSEDED SURVEY CONTROL
 EE1939
 EE1939  NAD 83(1994)-  34 47 19.31810(N)    084 58 11.51499(W) AD(       ) 2
 EE1939  NAD 83(1986)-  34 47 19.31895(N)    084 58 11.51401(W) AD(       ) 2
 EE1939  NAD 27      -  34 47 19.03351(N)    084 58 11.71095(W) AD(       ) 2
 EE1939  NGVD 29 (07/19/86)  313.3    (m)         1028.     (f) VERT ANG       
 EE1939
 EE1939.Superseded values are not recommended for survey control.
 EE1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1939.See file dsdata.txt to determine how the superseded data were derived.
 EE1939
 EE1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8574251489(NAD 83)
 EE1939_MARKER: Z = SEE DESCRIPTION
 EE1939_SETTING: 0 = UNSPECIFIED SETTING
 EE1939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1939
 EE1939  HISTORY     - Date     Condition        Report By
 EE1939  HISTORY     - 1972     MONUMENTED       GADT
 EE1939
 EE1939                          STATION DESCRIPTION
 EE1939
 EE1939'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1939'THE STATION IS LOCATED IN DALTON, GEORGIA.
 EE1939'
 EE1939'TO REACH FROM THE INTERSECTION OF U.S. 76 AND U.S. 41 IN DALTON,
 EE1939'PROCEED EAST ON U.S. 76 (EAST MORRIS STREET) FOR 0.3 MILES TO
 EE1939'HAMILTON AVENUE.  PROCEED NORTH ON HAMILTON FOR 1.35 MILES TO
 EE1939'ASHWORTH DRIVE, PROCEED EAST ON ASHWORTH FOR .07 MILE TO A LOCKED
 EE1939'GATE ON THE RIGHT.  PROCEED APPROXIMATELY 0.4 MILE UP THE DIRT
 EE1939'DRIVE TO TWO WATER TANKS.  THE STATION IS LOCATED ON THE CONCRETE
 EE1939'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1936 ***********************************************************************
 EE1936  DESIGNATION -  BV 155 209 GAHD 1972
 EE1936  PID         -  EE1936
 EE1936  STATE/COUNTY-  GA/WHITFIELD
 EE1936  USGS QUAD   -  DALTON NORTH (1985)
 EE1936
 EE1936                         *CURRENT SURVEY CONTROL
 EE1936  ___________________________________________________________________
 EE1936* NAD 83(1994)-  34 46 34.35126(N)    084 59 30.55358(W)     ADJUSTED  
 EE1936* NAVD 88     -       309.2    (meters)    1014.     (feet)  VERTCON   
 EE1936  ___________________________________________________________________
 EE1936  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EE1936  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE1936
 EE1936  HORZ ORDER  -  SECOND
 EE1936
 EE1936.The horizontal coordinates were established by classical geodetic methods
 EE1936.and adjusted by the National Geodetic Survey in September 1997..
 EE1936
 EE1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1936
 EE1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1936
 EE1936.The geoid height was determined by GEOID03.
 EE1936
 EE1936;                    North         East     Units Scale Factor Converg.
 EE1936;SPC GA W     -   529,909.663   624,475.345   MT  0.99997028   -0 28 14.4
 EE1936;SPC GA W     - 1,738,545.29  2,048,799.53   sFT  0.99997028   -0 28 14.4
 EE1936;UTM  16      - 3,850,063.157   683,760.480   MT  1.00001621   +1 08 44.6
 EE1936
 EE1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1936!SPC GA W     -   0.99995611  x   0.99997028  =   0.99992639
 EE1936!UTM  16      -   0.99995611  x   1.00001621  =   0.99997232
 EE1936
 EE1936:                Primary Azimuth Mark                     Grid Az
 EE1936:SPC GA W     -  DALTON CABLE TV TOWER                    055 09 41.4
 EE1936:UTM  16      -  DALTON CABLE TV TOWER                    053 32 42.4
 EE1936
 EE1936|---------------------------------------------------------------------|
 EE1936| PID    Reference Object                     Distance      Geod. Az  |
 EE1936|                                                           dddmmss.s |
 EE1936| EE1940 DALTON CABLE TV TOWER               APPROX. 2.5 KM 0544127.0 |
 EE1936| EE1939 BV 155 208 GAHD 1972                APPROX. 2.4 KM 0552431.6 |
 EE1936| EE1945 DALTON RAD STA WRCD MAST            APPROX. 3.8 KM 0665655.5 |
 EE1936| EE1946 DALTON FIRST BAPT CH SPIRE          APPROX. 1.8 KM 0925352.1 |
 EE1936|---------------------------------------------------------------------|
 EE1936
 EE1936                          SUPERSEDED SURVEY CONTROL
 EE1936
 EE1936  NAD 83(1994)-  34 46 34.35436(N)    084 59 30.55826(W) AD(       ) 2
 EE1936  NAD 83(1986)-  34 46 34.35520(N)    084 59 30.55728(W) AD(       ) 2
 EE1936  NAD 27      -  34 46 34.06910(N)    084 59 30.75220(W) AD(       ) 2
 EE1936  NGVD 29 (07/19/86)  309.2    (m)         1014.     (f) VERT ANG       
 EE1936
 EE1936.Superseded values are not recommended for survey control.
 EE1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1936.See file dsdata.txt to determine how the superseded data were derived.
 EE1936
 EE1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8376050063(NAD 83)
 EE1936_MARKER: DD = SURVEY DISK
 EE1936_SETTING: 0 = UNSPECIFIED SETTING
 EE1936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1936
 EE1936  HISTORY     - Date     Condition        Report By
 EE1936  HISTORY     - 1972     MONUMENTED       GADT
 EE1936
 EE1936                          STATION DESCRIPTION
 EE1936
 EE1936'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1936'THE STATION IS LOCATED IN DALTON, GEORGIA.
 EE1936'
 EE1936'TO REACH FROM THE WHITFIELD COUNTY COURTHOUSE, PROCEED SOUTH ON
 EE1936'U.S. 41 FOR 0.4 MILES TO THE INTERSECTION OF EMORY STREET.  PROCEED
 EE1936'WEST ON EMORY STREET FOR 1.1 MILES TO THE INTERSECTION OF LOVEMAN
 EE1936'STREET.  PROCEED NORTH ON LOVEMAN STREET FOR 0.85 MILES TO THE
 EE1936'STATION ON THE RIGHT.
 EE1936'
 EE1936'THE STATION, A STANDARD BRASS CAP SET IN A CONCRETE POST AND
 EE1936'STAMPED BV 155-209, IS LOCATED 24.6 FEET EAST OF THE CENTERLINE
 EE1936'OF LOVEMAN STREET.  101.1 FEET NORTHEAST OF A POWER POLE.  158.3
 EE1936'FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1947 ***********************************************************************
 EE1947  DESIGNATION -  BV 155 210 GAHD 1972
 EE1947  PID         -  EE1947
 EE1947  STATE/COUNTY-  GA/WHITFIELD
 EE1947  USGS QUAD   -  DALTON NORTH (1985)
 EE1947
 EE1947                         *CURRENT SURVEY CONTROL
 EE1947  ___________________________________________________________________
 EE1947* NAD 83(1994)-  34 45 59.83778(N)    084 58 54.47605(W)     ADJUSTED  
 EE1947* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 EE1947  ___________________________________________________________________
 EE1947  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 EE1947  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 EE1947
 EE1947  HORZ ORDER  -  SECOND
 EE1947
 EE1947.The horizontal coordinates were established by classical geodetic methods
 EE1947.and adjusted by the National Geodetic Survey in September 1997..
 EE1947
 EE1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1947
 EE1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1947
 EE1947.The geoid height was determined by GEOID03.
 EE1947
 EE1947;                    North         East     Units Scale Factor Converg.
 EE1947;SPC GA W     -   528,838.686   625,383.989   MT  0.99996860   -0 27 53.4
 EE1947;SPC GA W     - 1,735,031.59  2,051,780.64   sFT  0.99996860   -0 27 53.4
 EE1947;UTM  16      - 3,849,018.183   684,699.014   MT  1.00002047   +1 09 04.2
 EE1947
 EE1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1947!SPC GA W     -   0.99996134  x   0.99996860  =   0.99992994
 EE1947!UTM  16      -   0.99996134  x   1.00002047  =   0.99998181
 EE1947
 EE1947:                Primary Azimuth Mark                     Grid Az
 EE1947:SPC GA W     -  ROCKY                                    339 58 53.6
 EE1947:UTM  16      -  ROCKY                                    338 21 56.0
 EE1947
 EE1947|---------------------------------------------------------------------|
 EE1947| PID    Reference Object                     Distance      Geod. Az  |
 EE1947|                                                           dddmmss.s |
 EE1947| EE1967 ROCKY                               APPROX. 6.8 KM 3393100.2 |
 EE1947|---------------------------------------------------------------------|
 EE1947
 EE1947                          SUPERSEDED SURVEY CONTROL
 EE1947
 EE1947  NAD 83(1994)-  34 45 59.84089(N)    084 58 54.48072(W) AD(       ) 2
 EE1947  NAD 83(1986)-  34 45 59.84174(N)    084 58 54.47975(W) AD(       ) 2
 EE1947  NAD 27      -  34 45 59.55474(N)    084 58 54.67593(W) AD(       ) 2
 EE1947  NGVD 29 (07/19/86)  275.9    (m)          905.     (f) VERT ANG       
 EE1947
 EE1947.Superseded values are not recommended for survey control.
 EE1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1947.See file dsdata.txt to determine how the superseded data were derived.
 EE1947
 EE1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8469949018(NAD 83)
 EE1947_MARKER: DD = SURVEY DISK
 EE1947_SETTING: 0 = UNSPECIFIED SETTING
 EE1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1947
 EE1947  HISTORY     - Date     Condition        Report By
 EE1947  HISTORY     - 1972     MONUMENTED       GADT
 EE1947
 EE1947                          STATION DESCRIPTION
 EE1947
 EE1947'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1947'THE STATION IS LOCATED IN DALTON, GEORGIA IN THE WEST HILL
 EE1947'CEMETERY.  PERMISSION WAS GIVEN BY GROVER BROOM, CARETAKER.
 EE1947'
 EE1947'TO REACH FROM THE WHITFIELD COUNTY COURTHOUSE PROCEED SOUTH ON
 EE1947'U.S. 41 0.4 MILES TO THE INTERSECTION OF EMORY STREET.  PROCEED
 EE1947'WEST ON EMORY STREET 0.6 MILES TO THE STATION ON THE RIGHT.
 EE1947'
 EE1947'THE STATION IS A STANDARD BRASS CAP SET IN A CONCRETE POST FLUSH
 EE1947'WITH THE GROUND AND STAMPED B.V. 155-210.  A SUBSURFACE MARK HAS
 EE1947'BEEN SET 0.71 MILES BELOW THE GROUND.  THE STATION IS LOCATED 31.3
 EE1947'FEET NORTHWEST OF BRINDLES HEADSTONE.  14.9 FEET SOUTHWEST OF
 EE1947'BANNS HEADSTONE.  12.6 FEET SOUTHEAST OF C.A. LOWERYS HEADSTONE.
 EE1947'24.2 FEET NORTHEAST OF CALDWELLS HEADSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1944 ***********************************************************************
 EE1944  DESIGNATION -  BV 155 211 GAHD 1972
 EE1944  PID         -  EE1944
 EE1944  STATE/COUNTY-  GA/WHITFIELD
 EE1944  USGS QUAD   -  DALTON NORTH (1985)
 EE1944
 EE1944                         *CURRENT SURVEY CONTROL
 EE1944  ___________________________________________________________________
 EE1944* NAD 83(1994)-  34 45 47.05865(N)    084 57 30.62216(W)     ADJUSTED  
 EE1944* NAVD 88     -       243.3    (meters)     798.     (feet)  VERTCON   
 EE1944  ___________________________________________________________________
 EE1944  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EE1944  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 EE1944
 EE1944  HORZ ORDER  -  SECOND
 EE1944
 EE1944.The horizontal coordinates were established by classical geodetic methods
 EE1944.and adjusted by the National Geodetic Survey in September 1997..
 EE1944
 EE1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1944
 EE1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1944
 EE1944.The geoid height was determined by GEOID03.
 EE1944
 EE1944;                    North         East     Units Scale Factor Converg.
 EE1944;SPC GA W     -   528,427.864   627,513.118   MT  0.99996474   -0 27 05.5
 EE1944;SPC GA W     - 1,733,683.75  2,058,765.95   sFT  0.99996474   -0 27 05.5
 EE1944;UTM  16      - 3,848,667.544   686,839.008   MT  1.00003027   +1 09 51.7
 EE1944
 EE1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1944!SPC GA W     -   0.99996646  x   0.99996474  =   0.99993120
 EE1944!UTM  16      -   0.99996646  x   1.00003027  =   0.99999673
 EE1944
 EE1944:                Primary Azimuth Mark                     Grid Az
 EE1944:SPC GA W     -  DUG                                      239 33 09.6
 EE1944:UTM  16      -  DUG                                      237 56 12.4
 EE1944
 EE1944|---------------------------------------------------------------------|
 EE1944| PID    Reference Object                     Distance      Geod. Az  |
 EE1944|                                                           dddmmss.s |
 EE1944| EE1994 DUG                                 APPROX. 6.4 KM 2390604.1 |
 EE1944|---------------------------------------------------------------------|
 EE1944
 EE1944                          SUPERSEDED SURVEY CONTROL
 EE1944
 EE1944  NAD 83(1994)-  34 45 47.06176(N)    084 57 30.62691(W) AD(       ) 2
 EE1944  NAD 83(1986)-  34 45 47.06261(N)    084 57 30.62590(W) AD(       ) 2
 EE1944  NAD 27      -  34 45 46.77501(N)    084 57 30.82453(W) AD(       ) 2
 EE1944  NGVD 29 (07/19/86)  243.3    (m)          798.     (f) VERT ANG       
 EE1944
 EE1944.Superseded values are not recommended for survey control.
 EE1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1944.See file dsdata.txt to determine how the superseded data were derived.
 EE1944
 EE1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8683948668(NAD 83)
 EE1944_MARKER: DD = SURVEY DISK
 EE1944_SETTING: 0 = UNSPECIFIED SETTING
 EE1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1944
 EE1944  HISTORY     - Date     Condition        Report By
 EE1944  HISTORY     - 1972     MONUMENTED       GADT
 EE1944
 EE1944                          STATION DESCRIPTION
 EE1944
 EE1944'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1944'THE STATION IS LOCATED IN DALTON, GEORGIA.
 EE1944'
 EE1944'TO REACH FROM THE INTERSECTION OF SOUTH GREEN STREET AND EAST
 EE1944'MORRIS STREET, PROCEED SOUTH FOR 0.65 MILE ON GREEN STREET TO THE
 EE1944'INTERSECTION OF EAST FRANKLIN.  PROCEED EAST ON FRANKLIN TO THE
 EE1944'INTERSECTION OF HARRIS STREET.
 EE1944'
 EE1944'THE STATION IS LOCATED AT THE INTERSECTION.  THE STATION, A
 EE1944'STANDARD BRASS CAP SET IN A CONCRETE POST 4 INCHES BELOW THE
 EE1944'GROUND AND STAMPED BV 155-211, IS LOCATED 8.4 FEET NORTHEAST OF
 EE1944'A FENCE.  14.4 FEET SOUTHEAST OF A TELEPHONE POLE.  43.0 FEET
 EE1944'SOUTH OF THE CENTERLINE OF FRANKLIN STREET.  45.0 FEET WEST OF
 EE1944'THE CENTERLINE OF HARRIS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1918 ***********************************************************************
 EE1918  DESIGNATION -  BV 155 212 GAHD 1972
 EE1918  PID         -  EE1918
 EE1918  STATE/COUNTY-  GA/WHITFIELD
 EE1918  USGS QUAD   -  DALTON SOUTH (1982)
 EE1918
 EE1918                         *CURRENT SURVEY CONTROL
 EE1918  ___________________________________________________________________
 EE1918* NAD 83(1994)-  34 39 17.36161(N)    084 59 02.60733(W)     ADJUSTED  
 EE1918* NAVD 88     -       236.2    (meters)     775.     (feet)  VERTCON   
 EE1918  ___________________________________________________________________
 EE1918  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EE1918  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1918
 EE1918  HORZ ORDER  -  SECOND
 EE1918
 EE1918.The horizontal coordinates were established by classical geodetic methods
 EE1918.and adjusted by the National Geodetic Survey in September 1997..
 EE1918
 EE1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1918
 EE1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1918
 EE1918.The geoid height was determined by GEOID03.
 EE1918
 EE1918;                    North         East     Units Scale Factor Converg.
 EE1918;SPC GA W     -   516,438.712   625,076.474   MT  0.99996917   -0 27 53.3
 EE1918;SPC GA W     - 1,694,349.34  2,050,771.73   sFT  0.99996917   -0 27 53.3
 EE1918;UTM  16      - 3,836,613.825   684,740.823   MT  1.00002067   +1 08 47.9
 EE1918
 EE1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1918!SPC GA W     -   0.99996755  x   0.99996917  =   0.99993672
 EE1918!UTM  16      -   0.99996755  x   1.00002067  =   0.99998822
 EE1918
 EE1918:                Primary Azimuth Mark                     Grid Az
 EE1918:SPC GA W     -  BV 155 213                               163 40 39.9
 EE1918:UTM  16      -  BV 155 213                               162 03 58.7
 EE1918
 EE1918|---------------------------------------------------------------------|
 EE1918| PID    Reference Object                     Distance      Geod. Az  |
 EE1918|                                                           dddmmss.s |
 EE1918| EE1917 BV 155 213                          APPROX. 2.0 KM 1631246.6 |
 EE1918|---------------------------------------------------------------------|
 EE1918
 EE1918                          SUPERSEDED SURVEY CONTROL
 EE1918
 EE1918  NAD 83(1994)-  34 39 17.36570(N)    084 59 02.61224(W) AD(       ) 2
 EE1918  NAD 83(1986)-  34 39 17.36664(N)    084 59 02.61132(W) AD(       ) 2
 EE1918  NAD 27      -  34 39 17.07121(N)    084 59 02.80890(W) AD(       ) 2
 EE1918  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG       
 EE1918
 EE1918.Superseded values are not recommended for survey control.
 EE1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1918.See file dsdata.txt to determine how the superseded data were derived.
 EE1918
 EE1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8474136614(NAD 83)
 EE1918_MARKER: DD = SURVEY DISK
 EE1918_SETTING: 0 = UNSPECIFIED SETTING
 EE1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1918
 EE1918  HISTORY     - Date     Condition        Report By
 EE1918  HISTORY     - 1972     MONUMENTED       GADT
 EE1918
 EE1918                          STATION DESCRIPTION
 EE1918
 EE1918'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1918'THE STATION IS LOCATED 8.3 MILES SOUTH OF DALTON, GEORGIA.  10.2
 EE1918'MILES NORTHWEST OF CALHOUN, GEORGIA.  AT THE INTERSECTION OF
 EE1918'CARBONDALE ROAD AND INTERSTATE 75.
 EE1918'
 EE1918'TO REACH FROM THE INTERSECTION OF WALNUT AVENUE AND TIBBS STREET
 EE1918'IN DALTON, GEORGIA, PROCEED WEST ON WALNUT AVENUE 0.75 MILE TO
 EE1918'THE INTERSECTION OF INTERSTATE 75.  PROCEED SOUTH 7.90 MILES ON
 EE1918'INTERSTATE 75 TO THE STATION ON THE EAST SIDE OF THE WESTBOUND
 EE1918'LANE.
 EE1918'
 EE1918'THE STATION, A STANDARD BRASS CAP SET IN A CONCRETE POST AND
 EE1918'STAMPED B.V. 155-213, IS LOCATED 68.0 FEET WEST OF THE CENTERLINE
 EE1918'OF THE RAMP PROCEEDING NORTH.  56.0 FEET EAST OF THE CENTERLINE
 EE1918'OF THE NORTHBOUND LANE OF I-75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1917 ***********************************************************************
 EE1917  DESIGNATION -  BV 155 213
 EE1917  PID         -  EE1917
 EE1917  STATE/COUNTY-  GA/WHITFIELD
 EE1917  USGS QUAD   -  DALTON SOUTH (1982)
 EE1917
 EE1917                         *CURRENT SURVEY CONTROL
 EE1917  ___________________________________________________________________
 EE1917* NAD 83(1994)-  34 38 13.99673(N)    084 58 39.48000(W)     ADJUSTED  
 EE1917* NAVD 88     -       236.0    (meters)     774.     (feet)  VERTCON   
 EE1917  ___________________________________________________________________
 EE1917  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 EE1917  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE1917
 EE1917  HORZ ORDER  -  SECOND
 EE1917
 EE1917.The horizontal coordinates were established by classical geodetic methods
 EE1917.and adjusted by the National Geodetic Survey in September 1997..
 EE1917
 EE1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1917
 EE1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1917
 EE1917.The geoid height was determined by GEOID03.
 EE1917
 EE1917;                    North         East     Units Scale Factor Converg.
 EE1917;SPC GA W     -   514,481.488   625,649.635   MT  0.99996811   -0 27 39.4
 EE1917;SPC GA W     - 1,687,928.02  2,052,652.18   sFT  0.99996811   -0 27 39.4
 EE1917;UTM  16      - 3,834,673.386   685,368.820   MT  1.00002354   +1 08 59.3
 EE1917
 EE1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1917!SPC GA W     -   0.99996758  x   0.99996811  =   0.99993569
 EE1917!UTM  16      -   0.99996758  x   1.00002354  =   0.99999112
 EE1917
 EE1917:                Primary Azimuth Mark                     Grid Az
 EE1917:SPC GA W     -  BV 155 213 AZ MK                         164 03 19.5
 EE1917:UTM  16      -  BV 155 213 AZ MK                         162 26 40.8
 EE1917
 EE1917|---------------------------------------------------------------------|
 EE1917| PID    Reference Object                     Distance      Geod. Az  |
 EE1917|                                                           dddmmss.s |
 EE1917| CZ4710 BV 155 213 AZ MK                                   1633540.1 |
 EE1917|---------------------------------------------------------------------|
 EE1917
 EE1917                          SUPERSEDED SURVEY CONTROL
 EE1917
 EE1917  NAD 83(1994)-  34 38 14.00098(N)    084 58 39.48499(W) AD(       ) 2
 EE1917  NAD 83(1986)-  34 38 14.00194(N)    084 58 39.48407(W) AD(       ) 2
 EE1917  NAD 27      -  34 38 13.70491(N)    084 58 39.68258(W) AD(       ) 2
 EE1917  NGVD 29 (07/19/86)  236.0    (m)          774.     (f) VERT ANG       
 EE1917
 EE1917.Superseded values are not recommended for survey control.
 EE1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1917.See file dsdata.txt to determine how the superseded data were derived.
 EE1917
 EE1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8536934673(NAD 83)
 EE1917_MARKER: DD = SURVEY DISK
 EE1917_SETTING: 0 = UNSPECIFIED SETTING
 EE1917
 EE1917  HISTORY     - Date     Condition        Report By
 EE1917  HISTORY     - 1972     MONUMENTED       GADT
 EE1917
 EE1917                          STATION DESCRIPTION
 EE1917
 EE1917'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1917'THE STATION IS LOCATED 9.2 MILES SOUTH OF DALTON, GEORGIA.  9.0
 EE1917'MILES NORTHWEST OF CALHOUN, GEORGIA.  3.8 MILES SOUTHEAST OF THE
 EE1917'INTERSECTION OF GA. 3 CONNECTOR AND I-75.
 EE1917'
 EE1917'TO REACH FROM THE INTERSECTION OF WALNUT AVENUE AND TIBBS ROAD
 EE1917'IN DALTON, GEORGIA.  PROCEED WEST ON WALNUT AVENUE FOR 0.25 MILE
 EE1917'TO THE INTERSECTION OF I-75, PROCEED SOUTH ON I-75 FOR 9.25 MILES
 EE1917'TO THE STATION ON THE LEFT IN THE MEDIAN.
 EE1917'
 EE1917'THE STATION, A STANDARD BRASS CAP SET IN A CONCRETE POST AND
 EE1917'STAMPED BV 155-213, IS LOCATED 46.7 FEET EAST OF THE CENTERLINE
 EE1917'OF SOUTHBOUND LANE OF I-75.  39 FEET WEST OF THE CENTERLINE OF
 EE1917'THE NORTHBOUND LANE OF I-75.
 EE1917'
 EE1917'THE AZIMUTH MARK IS LOCATED 0.45 MILE SOUTH OF THE STATION ON
 EE1917'COUNTY ROAD 10 NEAR THE BRIDGE.  15 FEET EAST OF THE FENCE.  43.2
 EE1917'FEET NORTH OF BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1931 ***********************************************************************
 EE1931  DESIGNATION -  BV 155 214
 EE1931  PID         -  EE1931
 EE1931  STATE/COUNTY-  GA/WHITFIELD
 EE1931  USGS QUAD   -  CHATSWORTH (1985)
 EE1931
 EE1931                         *CURRENT SURVEY CONTROL
 EE1931  ___________________________________________________________________
 EE1931* NAD 83(1994)-  34 51 18.27266(N)    084 50 44.85274(W)     ADJUSTED  
 EE1931* NAVD 88     -       221.2    (meters)     726.     (feet)  VERTCON   
 EE1931  ___________________________________________________________________
 EE1931  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 EE1931  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 EE1931
 EE1931  HORZ ORDER  -  SECOND
 EE1931
 EE1931.The horizontal coordinates were established by classical geodetic methods
 EE1931.and adjusted by the National Geodetic Survey in September 1997..
 EE1931
 EE1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1931
 EE1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1931
 EE1931.The geoid height was determined by GEOID03.
 EE1931
 EE1931;                    North         East     Units Scale Factor Converg.
 EE1931;SPC GA W     -   538,558.212   637,900.445   MT  0.99994751   -0 23 17.3
 EE1931;SPC GA W     - 1,766,919.73  2,092,845.04   sFT  0.99994751   -0 23 17.3
 EE1931;UTM  16      - 3,859,088.128   696,937.188   MT  1.00007804   +1 13 53.5
 EE1931
 EE1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1931!SPC GA W     -   0.99996994  x   0.99994751  =   0.99991746
 EE1931!UTM  16      -   0.99996994  x   1.00007804  =   1.00004798
 EE1931
 EE1931:                Primary Azimuth Mark                     Grid Az
 EE1931:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             134 20 03.6
 EE1931:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             132 42 52.8
 EE1931
 EE1931|---------------------------------------------------------------------|
 EE1931| PID    Reference Object                     Distance      Geod. Az  |
 EE1931|                                                           dddmmss.s |
 EE1931| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.16.7 KM 1335646.3 |
 EE1931| CZ4711 BV 155 214 AZ MK                                   1380308.4 |
 EE1931|---------------------------------------------------------------------|
 EE1931
 EE1931                          SUPERSEDED SURVEY CONTROL
 EE1931
 EE1931  NAD 83(1994)-  34 51 18.27542(N)    084 50 44.85721(W) AD(       ) 2
 EE1931  NAD 83(1986)-  34 51 18.27616(N)    084 50 44.85687(W) AD(       ) 2
 EE1931  NAD 27      -  34 51 17.99307(N)    084 50 45.06899(W) AD(       ) 2
 EE1931  NGVD 29 (07/19/86)  221.2    (m)          726.     (f) VERT ANG       
 EE1931
 EE1931.Superseded values are not recommended for survey control.
 EE1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1931.See file dsdata.txt to determine how the superseded data were derived.
 EE1931
 EE1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9693759088(NAD 83)
 EE1931_MARKER: DD = SURVEY DISK
 EE1931_SETTING: 0 = UNSPECIFIED SETTING
 EE1931
 EE1931  HISTORY     - Date     Condition        Report By
 EE1931  HISTORY     - 1972     MONUMENTED       GADT
 EE1931
 EE1931                          STATION DESCRIPTION
 EE1931
 EE1931'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1931'THE STATION IS LOCATED 9.0 MILES NORTHEAST OF DALTON, GEORGIA.  7.5
 EE1931'MILES NORTHWEST OF CHATSWORTH, GEORGIA.  6.4 MILES SOUTHEAST
 EE1931'OF THE INTERSECTION OF GA. 71 AND GA. 2.
 EE1931'
 EE1931'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 225 PROCEED SOUTH
 EE1931'ON GA. 225 FOR 6.75 MILES TO THE INTERSECTION OF COUNTY PAVED
 EE1931'ROAD 140.  PROCEED WEST ON COUNTY PAVED ROAD 140 TO THE STATION
 EE1931'ON THE RIGHT.
 EE1931'
 EE1931'THE STATION, A STANDARD BRASS CAP SET IN CONCRETE AND STAMPED
 EE1931'BV 155-214, IS LOCATED 13.1 FEET EAST OF THE NORTHEAST CORNER OF
 EE1931'THE HOUSE, 68.9 FEET SOUTH OF A POWER POLE.  60 FEET SOUTHWEST OF A
 EE1931'12 INCH OAK TREE.
 EE1931'
 EE1931'THE AZIMUTH MARK IS LOCATED 0.3 MILE SOUTH OF THE STATION NEAR
 EE1931'A BRIDGE.  21 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD.  7
 EE1931'FEET EAST OF A POWER POLE.  43 FEET NORTHWEST OF A 17 INCH OAK
 EE1931'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1952 ***********************************************************************
 EE1952  DESIGNATION -  BV 155 215
 EE1952  PID         -  EE1952
 EE1952  STATE/COUNTY-  GA/WHITFIELD
 EE1952  USGS QUAD   -  COHUTTA (1982)
 EE1952
 EE1952                         *CURRENT SURVEY CONTROL
 EE1952  ___________________________________________________________________
 EE1952* NAD 83(1994)-  34 52 40.25323(N)    084 52 33.07474(W)     ADJUSTED  
 EE1952* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 EE1952  ___________________________________________________________________
 EE1952  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 EE1952  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 EE1952
 EE1952  HORZ ORDER  -  SECOND
 EE1952
 EE1952.The horizontal coordinates were established by classical geodetic methods
 EE1952.and adjusted by the National Geodetic Survey in September 1997..
 EE1952
 EE1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1952
 EE1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1952
 EE1952.The geoid height was determined by GEOID03.
 EE1952
 EE1952;                    North         East     Units Scale Factor Converg.
 EE1952;SPC GA W     -   541,103.387   635,169.421   MT  0.99995178   -0 24 20.0
 EE1952;SPC GA W     - 1,775,270.03  2,083,885.01   sFT  0.99995178   -0 24 20.0
 EE1952;UTM  16      - 3,861,555.372   694,134.955   MT  1.00006453   +1 12 54.1
 EE1952
 EE1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1952!SPC GA W     -   0.99996723  x   0.99995178  =   0.99991902
 EE1952!UTM  16      -   0.99996723  x   1.00006453  =   1.00003176
 EE1952
 EE1952:                Primary Azimuth Mark                     Grid Az
 EE1952:SPC GA W     -  CHATSWORTH TV STA WLCP TOWER             134 05 14.6
 EE1952:UTM  16      -  CHATSWORTH TV STA WLCP TOWER             132 28 00.5
 EE1952
 EE1952|---------------------------------------------------------------------|
 EE1952| PID    Reference Object                     Distance      Geod. Az  |
 EE1952|                                                           dddmmss.s |
 EE1952| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.20.4 KM 1334054.6 |
 EE1952| EE1943 DALTON ROCK CO RAD TOWER            APPROX. 5.4 KM 2064555.2 |
 EE1952| CZ4712 BV 155 215 AZ MK                                   2242836.8 |
 EE1952|---------------------------------------------------------------------|
 EE1952
 EE1952                          SUPERSEDED SURVEY CONTROL
 EE1952
 EE1952  NAD 83(1994)-  34 52 40.25594(N)    084 52 33.07941(W) AD(       ) 2
 EE1952  NAD 83(1986)-  34 52 40.25664(N)    084 52 33.07890(W) AD(       ) 2
 EE1952  NAD 27      -  34 52 39.97605(N)    084 52 33.28687(W) AD(       ) 2
 EE1952  NGVD 29 (07/19/86)  238.5    (m)          782.     (f) VERT ANG       
 EE1952
 EE1952.Superseded values are not recommended for survey control.
 EE1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1952.See file dsdata.txt to determine how the superseded data were derived.
 EE1952
 EE1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9413561555(NAD 83)
 EE1952_MARKER: DD = SURVEY DISK
 EE1952_SETTING: 0 = UNSPECIFIED SETTING
 EE1952
 EE1952  HISTORY     - Date     Condition        Report By
 EE1952  HISTORY     - 1972     MONUMENTED       GADT
 EE1952
 EE1952                          STATION DESCRIPTION
 EE1952
 EE1952'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1952'THE STATION IS LOCATED 8.9 MILES NORTHEAST OF DALTON, GEORGIA.  9.7
 EE1952'MILES NORTHWEST OF CHATSWORTH, GEORGIA.  4.2 MILES SOUTHEAST OF THE
 EE1952'INTERSECTION OF GA. 2 AND GA. 71.
 EE1952'
 EE1952'TO REACH FROM THE INTERSECTION OF GA. 2 AND GA. 225, PROCEED WEST
 EE1952'ON GA. 2 FOR 4.2 MILES TO COUNTY PAVED ROAD S728, PROCEED SOUTH ON
 EE1952'COUNTY PAVED ROAD FOR 3.4 MILES TO THE STATION ON THE RIGHT BEHIND
 EE1952'A CORN CRIB.
 EE1952'
 EE1952'THE STATION, A STANDARD BRASS CAP SET IN CONCRETE 4 INCHES ABOVE
 EE1952'THE GROUND, IS LOCATED 46.6 FEET NORTH OF THE FENCE.  16.6 FEET
 EE1952'SOUTH OF THE SOUTHWEST CORNER OF THE CORN CRIB.  92 FEET WEST OF
 EE1952'THE FENCE.
 EE1952'
 EE1952'THE AZIMUTH MARK IS LOCATED 0.6 MILES NORTHWEST OF THE STATION ON
 EE1952'COUNTY DIRT ROAD 156.  11.5 FEET NORTHEAST OF A 15 INCH PINE
 EE1952'TREE.  13.5 FEET WEST OF THE WEST CORNER OF A GARAGE.  78.4 FEET
 EE1952'SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1916 ***********************************************************************
 EE1916  DESIGNATION -  BV 155 216 GAHD 1972
 EE1916  PID         -  EE1916
 EE1916  STATE/COUNTY-  GA/WHITFIELD
 EE1916  USGS QUAD   -  DALTON SOUTH (1982)
 EE1916
 EE1916                         *CURRENT SURVEY CONTROL
 EE1916  ___________________________________________________________________
 EE1916* NAD 83(1994)-  34 44 33.25117(N)    084 53 47.35739(W)     ADJUSTED  
 EE1916* NAVD 88     -       228.5    (meters)     750.     (feet)  VERTCON   
 EE1916  ___________________________________________________________________
 EE1916  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EE1916  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 EE1916
 EE1916  HORZ ORDER  -  SECOND
 EE1916
 EE1916.The horizontal coordinates were established by classical geodetic methods
 EE1916.and adjusted by the National Geodetic Survey in September 1997..
 EE1916
 EE1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1916
 EE1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1916
 EE1916.The geoid height was determined by GEOID03.
 EE1916
 EE1916;                    North         East     Units Scale Factor Converg.
 EE1916;SPC GA W     -   526,110.618   633,173.992   MT  0.99995502   -0 24 57.4
 EE1916;SPC GA W     - 1,726,081.25  2,077,338.34   sFT  0.99995502   -0 24 57.4
 EE1916;UTM  16      - 3,846,510.627   692,563.438   MT  1.00005705   +1 11 56.9
 EE1916
 EE1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1916!SPC GA W     -   0.99996878  x   0.99995502  =   0.99992380
 EE1916!UTM  16      -   0.99996878  x   1.00005705  =   1.00002583
 EE1916
 EE1916:                Primary Azimuth Mark                     Grid Az
 EE1916:SPC GA W     -  HOOKER                                   010 44 50.7
 EE1916:UTM  16      -  HOOKER                                   009 07 56.4
 EE1916
 EE1916|---------------------------------------------------------------------|
 EE1916| PID    Reference Object                     Distance      Geod. Az  |
 EE1916|                                                           dddmmss.s |
 EE1916| EE1941 HOOKER                              APPROX. 3.1 KM 0101953.3 |
 EE1916| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.16.7 KM 0865208.7 |
 EE1916|---------------------------------------------------------------------|
 EE1916
 EE1916                          SUPERSEDED SURVEY CONTROL
 EE1916
 EE1916  NAD 83(1994)-  34 44 33.25437(N)    084 53 47.36173(W) AD(       ) 2
 EE1916  NAD 83(1986)-  34 44 33.25506(N)    084 53 47.36114(W) AD(       ) 2
 EE1916  NAD 27      -  34 44 32.96415(N)    084 53 47.56927(W) AD(       ) 2
 EE1916  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 EE1916
 EE1916.Superseded values are not recommended for survey control.
 EE1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1916.See file dsdata.txt to determine how the superseded data were derived.
 EE1916
 EE1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9256346511(NAD 83)
 EE1916_MARKER: DD = SURVEY DISK
 EE1916_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EE1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1916
 EE1916  HISTORY     - Date     Condition        Report By
 EE1916  HISTORY     - 1972     MONUMENTED       GADT
 EE1916
 EE1916                          STATION DESCRIPTION
 EE1916
 EE1916'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1972 (WRN)
 EE1916'THE STATION IS LOCATED 4.8 MILES SOUTHEAST OF DALTON, GEORGIA.  7.0
 EE1916'MILES SOUTHWEST OF CHATSWORTH, GEORGIA.  3.4 MILES SOUTHWEST
 EE1916'OF THE INTERSECTION OF GA. 52 AND GA. 52 CONNECTOR ON THE
 EE1916'PROPERTY OF MR. JOHN BROCK.
 EE1916'
 EE1916'TO REACH FROM THE INTERSECTION OF GA. 52 AND THE DALTON AIRPORT
 EE1916'ROAD, PROCEED SOUTHEAST ON AIRPORT ROAD 3.5 MILES TO THE
 EE1916'INTERSECTION OF COUNTY ROAD S2354 0.40 MILE TO THE INTERSECTION
 EE1916'OF COUNTY DIRT ROAD 65.  PROCEED NORTH ON COUNTY DIRT ROAD 1.0
 EE1916'MILE TO A GATE.  THE STATION IS UP A TRAIL IN A PASTURE ON THE
 EE1916'TOP OF A HILL ON THE LEFT.
 EE1916'
 EE1916'THE STATION IS A STANDARD BRASS CAP PLACED IN POURED CONCRETE.  A
 EE1916'SUBSURFACE MARK HAS BEEN SET 0.81 MILE BELOW THE GROUND
 EE1916'SURFACE.  THE STATION IS LOCATED 398 FEET SOUTH OF A FENCE.  146.7
 EE1916'FEET SOUTHEAST OF A BARN.  193 FEET NORTHWEST OF A 6 INCH PINE
 EE1916'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2503 ***********************************************************************
 CL2503  DESIGNATION -  BV 156 200
 CL2503  PID         -  CL2503
 CL2503  STATE/COUNTY-  GA/WILCOX
 CL2503  USGS QUAD   -  PINEVIEW WEST (1971)
 CL2503
 CL2503                         *CURRENT SURVEY CONTROL
 CL2503  ___________________________________________________________________
 CL2503* NAD 83(1994)-  32 06 48.44840(N)    083 34 33.01287(W)     ADJUSTED  
 CL2503* NAVD 88     -       107.     (meters)     351.     (feet)  VERTCON   
 CL2503  ___________________________________________________________________
 CL2503  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CL2503  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CL2503
 CL2503  HORZ ORDER  -  SECOND
 CL2503
 CL2503.The horizontal coordinates were established by classical geodetic methods
 CL2503.and adjusted by the National Geodetic Survey in September 1997..
 CL2503
 CL2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2503
 CL2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2503
 CL2503.The geoid height was determined by GEOID03.
 CL2503
 CL2503;                    North         East     Units Scale Factor Converg.
 CL2503;SPC GA W     -   234,449.523   755,755.359   MT  0.99993832   +0 18 50.7
 CL2503;SPC GA W     -   769,189.81  2,479,507.37   sFT  0.99993832   +0 18 50.7
 CL2503;UTM  17      - 3,555,917.128   256,962.651   MT  1.00032849   -1 22 11.9
 CL2503
 CL2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2503!SPC GA W     -   0.99998748  x   0.99993832  =   0.99992581
 CL2503!UTM  17      -   0.99998748  x   1.00032849  =   1.00031597
 CL2503
 CL2503:                Primary Azimuth Mark                     Grid Az
 CL2503:SPC GA W     -  BV 156 200 AZ MK                         207 55 42.5
 CL2503:UTM  17      -  BV 156 200 AZ MK                         209 36 45.1
 CL2503
 CL2503|---------------------------------------------------------------------|
 CL2503| PID    Reference Object                     Distance      Geod. Az  |
 CL2503|                                                           dddmmss.s |
 CL2503| CY8143 BV 156 200 AZ MK                                   2081433.2 |
 CL2503| CL2502 BV 156 200 GADT 1974 PTA             18.771 METERS 25227     |
 CL2503|---------------------------------------------------------------------|
 CL2503
 CL2503                          SUPERSEDED SURVEY CONTROL
 CL2503
 CL2503  NAD 83(1986)-  32 06 48.45166(N)    083 34 33.01220(W) AD(       ) 2
 CL2503  NAD 27      -  32 06 47.83123(N)    083 34 33.40216(W) AD(       ) 2
 CL2503  NGVD 29 (07/19/86)  107.     (m)          351.     (f) VERT ANG       
 CL2503
 CL2503.Superseded values are not recommended for survey control.
 CL2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2503.See file dsdata.txt to determine how the superseded data were derived.
 CL2503
 CL2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR5696355917(NAD 83)
 CL2503_MARKER: DD = SURVEY DISK
 CL2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2503
 CL2503  HISTORY     - Date     Condition        Report By
 CL2503  HISTORY     - 1974     MONUMENTED       GADT
 CL2503
 CL2503                          STATION DESCRIPTION
 CL2503
 CL2503'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CL2503'THE STATION IS LOCATED APPROXIMATELY 4 MILES WEST OF PINEVIEW,
 CL2503'12-1/2 MILES SOUTHEAST OF UNADILLA, AND 13 MILES EAST OF
 CL2503'PINEHURST ON THE PROPERTY OF MR. F. L. WOOTEN, 201 MC LAW STREET,
 CL2503'SAVANNAH.  PERMISSION MAY BE OBTAINED FROM MR. ROBERT AKINS,
 CL2503'ROUTE 3, VIENNA, GEORGIA.  PHONE 268-9092.
 CL2503'
 CL2503'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PINEVIEW
 CL2503'ON COUNTY ROAD 90672, GO WEST ALONG COUNTY ROAD 90672 FOR 0.5
 CL2503'MILE TO THE JUNCTION OF STATE ROUTE 112 CROSSING.  CONTINUE WEST
 CL2503'ALONG COUNTY ROAD 90672 FOR 0.6 MILE TO THE JUNCTION OF COUNTY
 CL2503'ROAD 91176 FORKING TO THE LEFT.  CONTINUE WEST ALONG COUNTY ROAD
 CL2503'90672 FOR 4.6 MILES TO THE JUNCTION OF STATE ROUTE 257
 CL2503'CROSSING.  TURN RIGHT, GOING NORTHEAST ON STATE ROUTE 257 FOR
 CL2503'1.0 MILE TO THE JUNCTION OF COUNTY ROAD 15 TO THE RIGHT AND
 CL2503'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ALONG STATE
 CL2503'ROUTE 257 FOR 0.4 MILE TO A DRIVEWAY TO THE RIGHT LEADING TO
 CL2503'THE AKINS RESIDENCE.  TURN RIGHT, GOING EAST ALONG THE
 CL2503'DRIVEWAY FOR 300 FEET TO THE HOUSE AND THE STATION TO THE
 CL2503'LEFT.
 CL2503'
 CL2503'THE STATION IS LOCATED 265.0 FEET SOUTHEAST OF THE CENTERLINE OF
 CL2503'STATE ROUTE 257, 55.0 FEET NORTHEAST OF A 24 INCH WALNUT TREE,
 CL2503'41.4 FEET NORTHEAST OF THE NORTHERN MOST CORNER OF THE HOUSE, 9.5
 CL2503'FEET NORTHWEST OF A WITNESS POST, AND 10.6 FEET WEST OF THE NORTH
 CL2503'CORNER OF A PUMPHOUSE.  THE STATION IS A STANDARD BRASS DISK
 CL2503'STAMPED 156-200, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 CL2503'CONCRETE POST, SET 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CL2503'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CL2503'156-200, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 CL2503'0.75 METERS BELOW THE GROUND SURFACE.
 CL2503'
 CL2503'THE AZIMUTH MARK IS LOCATED 37.5 FEET SOUTHEAST OF THE CENTERLINE
 CL2503'OF STATE ROUTE 257, 56.0 FEET NORTHEAST OF THE CENTERLINE OF
 CL2503'COUNTY ROAD 15, 53.0 FEET NORTHEAST OF THE POINT OF INTERSECTION
 CL2503'OF THE CENTERLINES OF THE HIGHWAY AND THE COUNTY ROAD, 83.0
 CL2503'FEET NORTHEAST OF A POWER POLE IN THE SOUTH QUADRANT OF THE
 CL2503'INTERSECTION, 1.0 FOOT NORTHWEST OF A WITNESS POST, AND 2.3
 CL2503'FEET NORTHWEST OF ANOTHER POWER POLE.  THE MARK IS A STANDARD
 CL2503'DISK STAMPED 156-200 AZMK, SET IN THE TOP OF A 10 INCH
 CL2503'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1934 ***********************************************************************
 DF1934  DESIGNATION -  BV 157 200
 DF1934  PID         -  DF1934
 DF1934  STATE/COUNTY-  GA/WILKES
 DF1934  USGS QUAD   -  JACKSONS CROSSROADS (1970)
 DF1934
 DF1934                         *CURRENT SURVEY CONTROL
 DF1934  ___________________________________________________________________
 DF1934* NAD 83(1994)-  33 57 34.38092(N)    082 46 02.87297(W)     ADJUSTED  
 DF1934* NAVD 88     -       144.     (meters)     472.     (feet)  VERTCON   
 DF1934  ___________________________________________________________________
 DF1934  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DF1934  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1934
 DF1934  HORZ ORDER  -  SECOND
 DF1934
 DF1934.The horizontal coordinates were established by classical geodetic methods
 DF1934.and adjusted by the National Geodetic Survey in September 1997..
 DF1934
 DF1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1934
 DF1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1934
 DF1934.The geoid height was determined by GEOID03.
 DF1934
 DF1934;                    North         East     Units Scale Factor Converg.
 DF1934;SPC GA E     -   439,179.995   144,474.273   MT  0.99993799   -0 20 08.2
 DF1934;SPC GA E     - 1,440,876.37    473,996.01   sFT  0.99993799   -0 20 08.2
 DF1934;UTM  17      - 3,759,078.337   336,691.323   MT  0.99992877   -0 59 15.1
 DF1934
 DF1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1934!SPC GA E     -   0.99998197  x   0.99993799  =   0.99991996
 DF1934!UTM  17      -   0.99998197  x   0.99992877  =   0.99991074
 DF1934
 DF1934:                Primary Azimuth Mark                     Grid Az
 DF1934:SPC GA E     -  BV 157 200 AZ MK                         198 48 30.3
 DF1934:UTM  17      -  BV 157 200 AZ MK                         199 27 37.2
 DF1934
 DF1934|---------------------------------------------------------------------|
 DF1934| PID    Reference Object                     Distance      Geod. Az  |
 DF1934|                                                           dddmmss.s |
 DF1934| DF2959 BV 157 200 AZ MK                                   1982822.1 |
 DF1934| DF1935 BV 157 200 GADT 1976 PTA             12.442 METERS 21851     |
 DF1934|---------------------------------------------------------------------|
 DF1934
 DF1934                          SUPERSEDED SURVEY CONTROL
 DF1934
 DF1934  NAD 83(1986)-  33 57 34.38893(N)    082 46 02.87367(W) AD(       ) 2
 DF1934  NAD 27      -  33 57 33.96272(N)    082 46 03.37918(W) AD(       ) 2
 DF1934  NGVD 29 (07/19/86)  144.     (m)          472.     (f) VERT ANG       
 DF1934
 DF1934.Superseded values are not recommended for survey control.
 DF1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1934.See file dsdata.txt to determine how the superseded data were derived.
 DF1934
 DF1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3669159078(NAD 83)
 DF1934_MARKER: DD = SURVEY DISK
 DF1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1934
 DF1934  HISTORY     - Date     Condition        Report By
 DF1934  HISTORY     - 1976     MONUMENTED       GADT
 DF1934
 DF1934                          STATION DESCRIPTION
 DF1934
 DF1934'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1934'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHEAST OF
 DF1934'FORTSONIA, 6-1/2 MILES NORTH-NORTHWEST OF TIGNALL, AND 9 MILES
 DF1934'NORTHWEST OF DANBURG ON STATE RIGHT OF WAY.
 DF1934'
 DF1934'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 DF1934'NORTH ALONG STATE ROUTE 17 FOR 3.25 MILES TO THE JUNCTION OF
 DF1934'COUNTY ROAD 92193 (DIRT LEFT, PAVED RIGHT) CROSSING.  CONTINUE
 DF1934'GOING NORTH ALONG STATE ROUTE 17 FOR 1.75 MILES TO THE JUNCTION OF
 DF1934'DIRT COUNTY ROAD 113 CROSSING.  CONTINUE GOING NORTH ALONG STATE
 DF1934'ROUTE 17 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DF1934'CONTINUE GOING NORTH ALONG STATE ROUTE 17 FOR 0.25 MILE TO THE
 DF1934'STATION ON THE RIGHT.
 DF1934'
 DF1934'THE STATION IS LOCATED 47 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 DF1934'STATE ROUTE 17, 26.0 FEET NORTH-NORTHWEST OF A 10 INCH FORKED
 DF1934'WILD CHERRY TREE, 144.0 FEET NORTHEAST OF A POWER POLE ON THE
 DF1934'WEST SIDE OF THE HIGHWAY, 200.3 FEET SOUTH OF ANOTHER POWER
 DF1934'POLE ON THE WEST SIDE OF THE HIGHWAY, AND 2.4 FEET WEST-NORTHWEST
 DF1934'OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 157-200
 DF1934'1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1934'FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION
 DF1934'IS A STANDARD DISK STAMPED 157-200 1976, SET IN AN IRREGULAR
 DF1934'MASS OF CONCRETE APPROXIMATELY 0.67 METER BELOW THE SURFACE OF
 DF1934'THE GROUND.
 DF1934'
 DF1934'THE AZIMUTH MARK IS LOCATED 46 FEET WEST-NORTHWEST OF THE
 DF1934'CENTERLINE OF STATE ROUTE 17, 80.0 FEET NORTH-NORTHEAST OF A
 DF1934'POWER POLE, 138.0 FEET NORTH-NORTHWEST OF A 12 INCH PINE TREE ON
 DF1934'THE SOUTH SIDE OF A TRACK LOGGING ROAD TO THE NORTHEAST, 132.0
 DF1934'FEET NORTHWEST OF ANOTHER 12 INCH PINE TREE ON THE SOUTH SIDE
 DF1934'OF THE TRACK LOGGING ROAD, AND 4.0 FEET EAST OF A WITNESS
 DF1934'POST.  IT IS A STANDARD DISK STAMPED 157-200 1976 AZMK, SET IN
 DF1934'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1934'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1943 ***********************************************************************
 DF1943  DESIGNATION -  BV 157 201
 DF1943  PID         -  DF1943
 DF1943  STATE/COUNTY-  GA/WILKES
 DF1943  USGS QUAD   -  JACKSONS CROSSROADS (1970)
 DF1943
 DF1943                         *CURRENT SURVEY CONTROL
 DF1943  ___________________________________________________________________
 DF1943* NAD 83(1994)-  33 54 36.91880(N)    082 52 29.12379(W)     ADJUSTED  
 DF1943* NAVD 88     -       155.     (meters)     509.     (feet)  VERTCON   
 DF1943  ___________________________________________________________________
 DF1943  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DF1943  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF1943
 DF1943  HORZ ORDER  -  SECOND
 DF1943
 DF1943.The horizontal coordinates were established by classical geodetic methods
 DF1943.and adjusted by the National Geodetic Survey in September 1997..
 DF1943
 DF1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1943
 DF1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1943
 DF1943.The geoid height was determined by GEOID03.
 DF1943
 DF1943;                    North         East     Units Scale Factor Converg.
 DF1943;SPC GA E     -   433,775.791   134,520.462   MT  0.99995284   -0 23 42.2
 DF1943;SPC GA E     - 1,423,146.07    441,339.22   sFT  0.99995284   -0 23 42.2
 DF1943;UTM  17      - 3,753,787.645   326,676.663   MT  0.99997034   -1 02 46.2
 DF1943
 DF1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1943!SPC GA E     -   0.99998023  x   0.99995284  =   0.99993308
 DF1943!UTM  17      -   0.99998023  x   0.99997034  =   0.99995058
 DF1943
 DF1943:                Primary Azimuth Mark                     Grid Az
 DF1943:SPC GA E     -  CLARK                                    113 09 45.9
 DF1943:UTM  17      -  CLARK                                    113 48 49.9
 DF1943
 DF1943|---------------------------------------------------------------------|
 DF1943| PID    Reference Object                     Distance      Geod. Az  |
 DF1943|                                                           dddmmss.s |
 DF1943| DF1941 CLARK                               APPROX. 3.1 KM 1124603.7 |
 DF1943| DF1942 BV 157 201 GADT 1976 PTA             24.572 METERS 15854     |
 DF1943| DF2960 BV 157 201 AZ MK                                   1954129.1 |
 DF1943| DF1944 BM 18 WHO 1970 USGS 1976              7.571 METERS 21306     |
 DF1943|---------------------------------------------------------------------|
 DF1943
 DF1943                          SUPERSEDED SURVEY CONTROL
 DF1943
 DF1943  NAD 83(1986)-  33 54 36.92603(N)    082 52 29.12280(W) AD(       ) 2
 DF1943  NAD 27      -  33 54 36.50043(N)    082 52 29.60228(W) AD(       ) 2
 DF1943  NGVD 29 (07/19/86)  155.     (m)          509.     (f) VERT ANG       
 DF1943
 DF1943.Superseded values are not recommended for survey control.
 DF1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1943.See file dsdata.txt to determine how the superseded data were derived.
 DF1943
 DF1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2667753788(NAD 83)
 DF1943_MARKER: DD = SURVEY DISK
 DF1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1943
 DF1943  HISTORY     - Date     Condition        Report By
 DF1943  HISTORY     - 1976     MONUMENTED       GADT
 DF1943
 DF1943                          STATION DESCRIPTION
 DF1943
 DF1943'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1943'THE STATION IS LOCATED APPROXIMATELY 8 MILES WEST-NORTHWEST OF
 DF1943'TIGNALL, 8-1/2 MILES NORTH OF RAYLE, AND 14-1/4 MILES NORTHWEST
 DF1943'OF WASHINGTON ON COUNTY RIGHT OF WAY.
 DF1943'
 DF1943'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 DF1943'NORTH ALONG STATE ROUTE 17 FOR 0.05 MILE TO THE JUNCTION OF
 DF1943'COUNTY ROAD 90902 TO THE LEFT AND COUNTY ROAD 148 TO THE
 DF1943'RIGHT.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD 90902
 DF1943'FOR 3.0 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 112 FORKING
 DF1943'TO THE RIGHT.  CONTINUE GOING WESTERLY ALONG COUNTY ROAD 90902
 DF1943'FOR 2.2 MILES TO THE WESTERNMOST END OF A BRIDGE OVER CLARK
 DF1943'CREEK.  CONTINUE GOING WESTERLY ALONG COUNTY ROAD 90902 FOR
 DF1943'2.1 MILES TO THE COMMUNITY OF JACKSONS CROSSROADS AND THE
 DF1943'JUNCTION OF COUNTY ROAD 105 CROSSING.  TURN RIGHT, GOING
 DF1943'NORTHWESTERLY ALONG COUNTY ROAD 105 FOR 0.85 MILE TO THE
 DF1943'JUNCTION OF COUNTY ROAD 108 TO THE RIGHT.  CONTINUE GOING
 DF1943'NORTHWESTERLY ALONG COUNTY ROAD 105 FOR 1.45 MILES TO THE
 DF1943'AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING NORTHEASTERLY
 DF1943'ALONG COUNTY ROAD 105 FOR 0.1 MILE TO THE JUNCTION OF A TRACK
 DF1943'WOODS ROAD CROSSING AND THE STATION ON THE LEFT.
 DF1943'
 DF1943'THE STATION IS LOCATED 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 DF1943'COUNTY ROAD, 66.5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK
 DF1943'WOODS ROAD TO THE NORTHWEST, 19.5 FEET EAST OF A 6 INCH CEDAR
 DF1943'TREE, 33.4 FEET SOUTH OF A 4 INCH CEDAR TREE, 29.1 FEET
 DF1943'NORTH-NORTHEAST OF A 12 INCH PINE TREE FORKED ABOUT 15 FEET
 DF1943'ABOVE GROUND LEVEL BESIDE A U.S. GEOLOGICAL SURVEY BENCH MARK
 DF1943'WITNESS POST, AND 2.8 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 DF1943'A STANDARD BRASS DISK STAMPED 157-201 1976, SET IN THE TOP OF
 DF1943'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1943'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1943'STAMPED 157-201 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1943'APPROXIMATELY 0.65 METER BELOW THE SURFACE OF THE
 DF1943'GROUND.
 DF1943'
 DF1943'18 WHD 1970 IS A U.S. GEOLOGICAL SURVEY BENCH MARK LOCATED 26
 DF1943'FEET NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 22 FEET
 DF1943'NORTHEAST OF THE CENTERLINE OF THE TRACK WOODS ROAD, 22.6 FEET
 DF1943'SOUTH OF THE 6 INCH CEDAR TREE, 51.8 FEET SOUTH-SOUTHEAST OF
 DF1943'THE 4 INCH CEDAR TREE, AND 4.6 FEET NORTHEAST OF THE
 DF1943'U.S. GEOLOGICAL SURVEY WITNESS POST.  IT IS A STANDARD
 DF1943'DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY BRASS DISK STAMPED 18
 DF1943'WHD 1970, ELEV 509. FT. ATTACHED TO THE TOP OF A STEEL ROD
 DF1943'IN A 4 INCH TERRACOTTA PIPE FLUSH WITH THE SURFACE OF THE
 DF1943'GROUND.
 DF1943'
 DF1943'THE AZIMUTH MARK IS LOCATED 20 FEET SOUTHEAST OF THE CENTERLINE
 DF1943'OF THE ROAD, 476 FEET SOUTHWEST OF THE POINT OF INTERSECTION OF
 DF1943'THE CENTERLINES OF THE COUNTY ROAD AND THE TRACK WOODS ROAD,
 DF1943'APPROXIMATELY 245 FEET NORTHEAST OF THE POINT OF CURVATURE OF THE
 DF1943'CENTERLINE OF THE COUNTY ROAD AT A CURVE, 90.0 FEET
 DF1943'SOUTH-SOUTHEAST OF A 6 INCH OAK TREE ON THE NORTHWEST SIDE OF THE
 DF1943'ROAD, AND 2.4 FEET NORTHWEST OF A WITNESS POST.  IT IS A
 DF1943'STANDARD DISK STAMPED 157-201 1976 AZMK, SET IN THE TOP OF
 DF1943'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DF1943'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1830 ***********************************************************************
 DF1830  DESIGNATION -  BV 157 202
 DF1830  PID         -  DF1830
 DF1830  STATE/COUNTY-  GA/WILKES
 DF1830  USGS QUAD   -  TIGNALL (1955)
 DF1830
 DF1830                         *CURRENT SURVEY CONTROL
 DF1830  ___________________________________________________________________
 DF1830* NAD 83(1994)-  33 52 12.60767(N)    082 39 12.55752(W)     ADJUSTED  
 DF1830* NAVD 88     -       169.     (meters)     554.     (feet)  VERTCON   
 DF1830  ___________________________________________________________________
 DF1830  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DF1830  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DF1830
 DF1830  HORZ ORDER  -  SECOND
 DF1830
 DF1830.The horizontal coordinates were established by classical geodetic methods
 DF1830.and adjusted by the National Geodetic Survey in September 1997..
 DF1830
 DF1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1830
 DF1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1830
 DF1830.The geoid height was determined by GEOID03.
 DF1830
 DF1830;                    North         East     Units Scale Factor Converg.
 DF1830;SPC GA E     -   429,210.732   154,961.086   MT  0.99992500   -0 16 16.7
 DF1830;SPC GA E     - 1,408,168.88    508,401.50   sFT  0.99992500   -0 16 16.7
 DF1830;UTM  17      - 3,748,990.773   347,063.926   MT  0.99988834   -0 55 18.1
 DF1830
 DF1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1830!SPC GA E     -   0.99997805  x   0.99992500  =   0.99990305
 DF1830!UTM  17      -   0.99997805  x   0.99988834  =   0.99986639
 DF1830
 DF1830|---------------------------------------------------------------------|
 DF1830| PID    Reference Object                     Distance      Geod. Az  |
 DF1830|                                                           dddmmss.s |
 DF1830| DF1829 BV 157 202 GADT 1976 PTA             21.287 METERS 02828     |
 DF1830| DF2961 BV 157 202 AZ MK                                   3382455.3 |
 DF1830|---------------------------------------------------------------------|
 DF1830
 DF1830                          SUPERSEDED SURVEY CONTROL
 DF1830
 DF1830  NAD 83(1986)-  33 52 12.61508(N)    082 39 12.55541(W) AD(       ) 2
 DF1830  NAD 27      -  33 52 12.17172(N)    082 39 13.05739(W) AD(       ) 2
 DF1830  NGVD 29 (07/19/86)  169.     (m)          554.     (f) VERT ANG       
 DF1830
 DF1830.Superseded values are not recommended for survey control.
 DF1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1830.See file dsdata.txt to determine how the superseded data were derived.
 DF1830
 DF1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4706448991(NAD 83)
 DF1830_MARKER: DD = SURVEY DISK
 DF1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1830
 DF1830  HISTORY     - Date     Condition        Report By
 DF1830  HISTORY     - 1976     MONUMENTED       GADT
 DF1830
 DF1830                          STATION DESCRIPTION
 DF1830
 DF1830'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1830'THE STATION IS LOCATED IN DANBURG ON COUNTY RIGHT OF WAY.
 DF1830'
 DF1830'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DANBURG, AT
 DF1830'THE JUNCTION OF STATE ROUTE 44 AND PAVED COUNTY ROAD 132, TRAVEL
 DF1830'NORTH ALONG COUNTY ROAD 132 FOR 0.15 MILE TO THE STATION ON THE
 DF1830'LEFT.
 DF1830'
 DF1830'THE STATION IS LOCATED 43 FEET SOUTHWEST OF THE CENTERLINE OF
 DF1830'COUNTY ROAD 132, 154 FEET WEST-SOUTHWEST OF THE WESTERNMOST CORNER
 DF1830'OF A FAMILY PLOT HEADSTONE INSCRIBED STRIBLING IN A CHURCH
 DF1830'CEMETERY ON THE NORTHEAST SIDE OF THE ROAD, 216 FEET WEST OF
 DF1830'THE WESTERNMOST CORNER OF A FAMILY PLOT HEADSTONE INSCRIBED
 DF1830'SMITH IN THE CEMETERY, 233.7 FEET NORTHWEST OF THE WESTERNMOST
 DF1830'CORNER OF A CHURCH BUILDING ON THE NORTHEAST SIDE OF THE ROAD,
 DF1830'185 FEET WEST-NORTHWEST OF A POWER POLE ON THE NORTHEAST SIDE
 DF1830'OF THE ROAD, 68.5 FEET NORTH-NORTHWEST OF A POWER POLE, AND 2.4
 DF1830'FEET NORTHEAST OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DF1830'STANDARD BRASS DISK STAMPED 157-202 1976, SET IN THE TOP
 DF1830'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 DF1830'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1830'STANDARD DISK STAMPED 157-202 1976, SET IN AN IRREGULAR
 DF1830'MASS OF CONCRETE APPROXIMATELY 0.83 METER BELOW THE
 DF1830'SURFACE OF THE GROUND.
 DF1830'
 DF1830'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF1830'NORTH ALONG COUNTY ROAD 132 FOR 0.3 MILE TO THE MARK ON THE
 DF1830'RIGHT.  IT IS LOCATED 17.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 DF1830'ROAD, 101 FEET WEST-NORTHWEST OF THE SOUTHERNMOST CORNER POST OF
 DF1830'A FENCE, 211.8 FEET NORTHWEST OF THE WESTERNMOST CORNER OF A
 DF1830'HOUSE, 140.7 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 DF1830'PIPE CULVERT UNDER A DIRT DRIVEWAY, AND 2.5 FEET SOUTHWEST OF A
 DF1830'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 DF1830'STAMPED 157-201 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1830'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DF1830'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1818 ***********************************************************************
 DF1818  DESIGNATION -  BV 157 203
 DF1818  PID         -  DF1818
 DF1818  STATE/COUNTY-  GA/WILKES
 DF1818  USGS QUAD   -  METASVILLE (1987)
 DF1818
 DF1818                         *CURRENT SURVEY CONTROL
 DF1818  ___________________________________________________________________
 DF1818* NAD 83(1994)-  33 47 18.06673(N)    082 35 19.75336(W)     ADJUSTED  
 DF1818* NAVD 88     -       165.     (meters)     541.     (feet)  VERTCON   
 DF1818  ___________________________________________________________________
 DF1818  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DF1818  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DF1818
 DF1818  HORZ ORDER  -  SECOND
 DF1818
 DF1818.The horizontal coordinates were established by classical geodetic methods
 DF1818.and adjusted by the National Geodetic Survey in September 1997..
 DF1818
 DF1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1818
 DF1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1818
 DF1818.The geoid height was determined by GEOID03.
 DF1818
 DF1818;                    North         East     Units Scale Factor Converg.
 DF1818;SPC GA E     -   420,110.019   160,906.734   MT  0.99991883   -0 14 05.2
 DF1818;SPC GA E     - 1,378,310.95    527,908.18   sFT  0.99991883   -0 14 05.2
 DF1818;UTM  17      - 3,739,823.636   352,905.743   MT  0.99986674   -0 53 01.5
 DF1818
 DF1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1818!SPC GA E     -   0.99997866  x   0.99991883  =   0.99989749
 DF1818!UTM  17      -   0.99997866  x   0.99986674  =   0.99984540
 DF1818
 DF1818|---------------------------------------------------------------------|
 DF1818| PID    Reference Object                     Distance      Geod. Az  |
 DF1818|                                                           dddmmss.s |
 DF1818| DF1819 BV 157 203 GADT 1976 PTA             23.350 METERS 30907     |
 DF1818| DF1822 STANDARD                            APPROX. 6.4 KM 3363410.1 |
 DF1818| DF2962 BV 157 203 AZ MK                                   3453046.1 |
 DF1818|---------------------------------------------------------------------|
 DF1818
 DF1818                          SUPERSEDED SURVEY CONTROL
 DF1818
 DF1818  NAD 83(1986)-  33 47 18.07289(N)    082 35 19.75039(W) AD(       ) 2
 DF1818  NAD 27      -  33 47 17.61799(N)    082 35 20.26660(W) AD(       ) 2
 DF1818  NGVD 29 (07/19/86)  165.     (m)          541.     (f) VERT ANG       
 DF1818
 DF1818.Superseded values are not recommended for survey control.
 DF1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1818.See file dsdata.txt to determine how the superseded data were derived.
 DF1818
 DF1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5290639824(NAD 83)
 DF1818_MARKER: DD = SURVEY DISK
 DF1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1818
 DF1818  HISTORY     - Date     Condition        Report By
 DF1818  HISTORY     - 1976     MONUMENTED       GADT
 DF1818
 DF1818                          STATION DESCRIPTION
 DF1818
 DF1818'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1818'THE STATION IS LOCATED APPROXIMATELY 6-3/4 MILES SOUTH-SOUTHEAST
 DF1818'OF DANBURG, 6-3/4 MILES WEST OF LINCOLNTON, AND 9 MILES
 DF1818'EAST-NORTHEAST OF WASHINGTON ON THE PROPERTY OF MR. H. L. WHEATLEY.
 DF1818'
 DF1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378
 DF1818'(STATE ROUTE 47) AND U.S. HIGHWAY 78 (STATE ROUTES 10 AND 17)
 DF1818'LOCATED AT THE EASTERN EDGE OF WASHINGTON, TRAVEL EASTERLY
 DF1818'ALONG U.S. HIGHWAY 378 FOR 1.2 MILES TO THE JUNCTION OF COUNTY
 DF1818'ROAD 90904 FORKING TO THE LEFT.  TURN LEFT, GOING NORTHEASTERLY
 DF1818'ALONG COUNTY ROAD 90904 FOR 1.7 MILES TO THE JUNCTION OF COUNTY
 DF1818'ROAD 7 TO THE RIGHT.  CONTINUE TRAVELING NORTHEASTERLY ALONG
 DF1818'COUNTY ROAD 90904 FOR 3.0 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1818'21 TO THE RIGHT.  CONTINUE TRAVELING NORTHEASTERLY ALONG
 DF1818'COUNTY ROAD 90904 FOR 1.85 MILES TO THE JUNCTION OF COUNTY
 DF1818'ROAD 91446 CROSSING AT THE COMMUNITY OF METASVILLE.  CONTINUE
 DF1818'TRAVELING NORTHEASTERLY ALONG COUNTY ROAD 90904 FOR 1.55
 DF1818'MILES TO A TRACK ROAD TO THE LEFT AND THE H.L. WHEATLEY
 DF1818'RESIDENCE ON THE RIGHT.  TURN LEFT, GOING NORTHERLY
 DF1818'ALONG THE TRACK ROAD, CROSSING A FIELD, PASSING THROUGH A GATE
 DF1818'AT THE SOUTH EDGE OF A WOODSLINE WITH A CORRAL AND LIVESTOCK
 DF1818'LOADING AREA ON THE RIGHT AND PASSING THROUGH THE WOODS FOR 0.05
 DF1818'MILE TO THE SOUTH END OF A PASTURE AND THE STATION ON THE
 DF1818'LEFT.
 DF1818'
 DF1818'THE STATION IS LOCATED 20 FEET WEST OF THE CENTERLINE OF THE
 DF1818'TRACK ROAD, 244.5 FEET NORTH-NORTHEAST OF A 12 INCH PINE TREE
 DF1818'SUPPORTING 2 GATES AT THE CORRAL AND LIVESTOCK LOADING AREA, 4.6
 DF1818'FEET WEST OF A WITNESS POST SET AT THE WEST EDGE OF THE TRACK
 DF1818'ROAD, 19.3 FEET EAST OF TWIN 5 INCH PINE TREES ON THE WESTERN
 DF1818'EDGE OF THE PASTURE, 30.2 FEET NORTH OF TWIN 4 INCH PINE TREES
 DF1818'NEAR THE SOUTHERN POINT OF THE PASTURE, 55.8 FEET NORTHWEST
 DF1818'OF TWIN 12 INCH OAK TREES WITH LARGER TRUNKS ON THE EAST SIDE OF
 DF1818'THE ROAD IN WOODS, AND 69.0 FEET SOUTHWEST OF A 10 INCH
 DF1818'SWEETGUM TREE.  IT IS A STANDARD BRASS DISK STAMPED
 DF1818'157-203 1976, SET IN SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1818'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF1818'UNDERGROUND STATION IS A STANDARD DISK STAMPED 157-203 1976, SET
 DF1818'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.82 METER
 DF1818'BELOW THE SURFACE OF THE GROUND.
 DF1818'
 DF1818'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF1818'NORTHERLY ALONG THE TRACK ROAD FOR 0.2 MILE TO THE MARK ON
 DF1818'THE RIGHT.  IT IS LOCATED 28 FEET EAST OF THE CENTERLINE OF THE
 DF1818'ROAD, 3.0 FEET WEST OF A WITNESS POST SET AT A 3 STRAND BARBED
 DF1818'WIRE FENCELINE PARALLEL WITH THE ROAD, 20.5 FEET NORTH-NORTHWEST
 DF1818'OF THE NORTHERNMOST PULL POST OF A SINGLE FENCELINE BRACE,
 DF1818'107.0 FEET SOUTH-SOUTHWEST OF THE SOUTHERNMOST POST OF
 DF1818'ANOTHER FENCELINE BRACE, AND 246.0 FEET SOUTHEAST OF A 20 INCH
 DF1818'PINE TREE ON THE EAST EDGE OF THE TRACK ROAD AND AT AN OAK TREE.
 DF1818'IT IS A STANDARD DISK STAMPED 157-203 1976 AZMK, SET IN THE TOP
 DF1818'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1818'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1828 ***********************************************************************
 DF1828  DESIGNATION -  BV 157 204
 DF1828  PID         -  DF1828
 DF1828  STATE/COUNTY-  GA/WILKES
 DF1828  USGS QUAD   -  TIGNALL (1955)
 DF1828
 DF1828                         *CURRENT SURVEY CONTROL
 DF1828  ___________________________________________________________________
 DF1828* NAD 83(1994)-  33 49 30.17098(N)    082 38 54.35110(W)     ADJUSTED  
 DF1828* NAVD 88     -       163.     (meters)     535.     (feet)  VERTCON   
 DF1828  ___________________________________________________________________
 DF1828  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DF1828  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DF1828
 DF1828  HORZ ORDER  -  SECOND
 DF1828
 DF1828.The horizontal coordinates were established by classical geodetic methods
 DF1828.and adjusted by the National Geodetic Survey in September 1997..
 DF1828
 DF1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1828
 DF1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1828
 DF1828.The geoid height was determined by GEOID03.
 DF1828
 DF1828;                    North         East     Units Scale Factor Converg.
 DF1828;SPC GA E     -   424,204.123   155,405.538   MT  0.99992451   -0 16 05.5
 DF1828;SPC GA E     - 1,391,743.03    509,859.67   sFT  0.99992451   -0 16 05.5
 DF1828;UTM  17      - 3,743,979.630   347,451.539   MT  0.99988688   -0 55 04.0
 DF1828
 DF1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1828!SPC GA E     -   0.99997898  x   0.99992451  =   0.99990349
 DF1828!UTM  17      -   0.99997898  x   0.99988688  =   0.99986586
 DF1828
 DF1828|---------------------------------------------------------------------|
 DF1828| PID    Reference Object                     Distance      Geod. Az  |
 DF1828|                                                           dddmmss.s |
 DF1828| DF1827 BV 157 204 GADT 1976 PTA             22.253 METERS 11415     |
 DF1828| DF2963 BV 157 204 AZ MK                                   2425933.2 |
 DF1828|---------------------------------------------------------------------|
 DF1828
 DF1828                          SUPERSEDED SURVEY CONTROL
 DF1828
 DF1828  NAD 83(1986)-  33 49 30.17718(N)    082 38 54.34807(W) AD(       ) 2
 DF1828  NAD 27      -  33 49 29.72693(N)    082 38 54.85647(W) AD(       ) 2
 DF1828  NGVD 29 (07/19/86)  163.     (m)          535.     (f) VERT ANG       
 DF1828
 DF1828.Superseded values are not recommended for survey control.
 DF1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1828.See file dsdata.txt to determine how the superseded data were derived.
 DF1828
 DF1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4745243980(NAD 83)
 DF1828_MARKER: DD = SURVEY DISK
 DF1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1828
 DF1828  HISTORY     - Date     Condition        Report By
 DF1828  HISTORY     - 1976     MONUMENTED       GADT
 DF1828
 DF1828                          STATION DESCRIPTION
 DF1828
 DF1828'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1828'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES SOUTH OF DANBURG,
 DF1828'6-1/4 MILES EAST-SOUTHEAST OF TIGNALL, AND 8 MILES NORTHEAST
 DF1828'OF WASHINGTON ON THE PROPERTY OF MR. J.M. LINDSEY, JR.
 DF1828'
 DF1828'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DANBURG, GO
 DF1828'SOUTHWESTERLY ALONG STATE ROUTE 44 FOR 3.15 MILES TO THE JUNCTION
 DF1828'OF PAVED COUNTY ROAD 91446 CROSSING.  TURN LEFT, GOING
 DF1828'SOUTHEASTERLY ALONG COUNTY ROAD 91446 FOR 2.2 MILES TO THE
 DF1828'JUNCTION OF DIRT COUNTY ROAD 133 TO THE LEFT.  TURN LEFT, GOING
 DF1828'NORTHEAST ALONG COUNTY ROAD 133 FOR 0.35 MILE TO THE AZIMUTH
 DF1828'MARK ON THE RIGHT.  CONTINUE GOING NORTHEAST ALONG COUNTY ROAD
 DF1828'133 FOR 0.2 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 132 FORKING
 DF1828'TO THE LEFT AND THE STATION ON THE RIGHT.
 DF1828'
 DF1828'THE STATION IS LOCATED 312 FEET SOUTHEAST OF THE POINT OF
 DF1828'INTERSECTION OF THE CENTERLINES OF COUNTY ROADS 133 AND 132,
 DF1828'229.2 FEET EAST-SOUTHEAST OF THE EASTERNMOST CORNER OF A FRAME
 DF1828'TENANT HOUSE, 11.0 FEET NORTHWEST OF A 3 INCH PECAN TREE, 157 FEET
 DF1828'EAST-SOUTHEAST OF A 25 INCH PECAN TREE, 179 FEET SOUTHWEST OF
 DF1828'THE SOUTHWEST CORNER OF ANOTHER FRAME TENANT HOUSE, AND 7.0 FEET
 DF1828'WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF1828'STAMPED 157-204 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1828'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  THE
 DF1828'UNDERGROUND STATION IS A STANDARD DISK STAMPED 157-204 1976,
 DF1828'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80 METER
 DF1828'BELOW THE SURFACE OF THE GROUND.
 DF1828'
 DF1828'THE AZIMUTH MARK IS LOCATED 21 FEET SOUTH-SOUTHEAST OF THE
 DF1828'CENTERLINE OF COUNTY ROAD 133, 29.0 FEET EAST-NORTHEAST OF AN OLD
 DF1828'FENCE CORNER POST, 50.0 FEET NORTH-NORTHEAST OF A POWER POLE,
 DF1828'89.0 FEET NORTH OF A 20 INCH OAK TREE, AND 5.2 FEET NORTHEAST OF
 DF1828'A WITNESS POST.  IT IS A STANDARD DISK STAMPED 157-204 1976 AZMK,
 DF1828'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF1828'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1842 ***********************************************************************
 DF1842  DESIGNATION -  BV 157 205
 DF1842  PID         -  DF1842
 DF1842  STATE/COUNTY-  GA/WILKES
 DF1842  USGS QUAD   -  BROAD (1955)
 DF1842
 DF1842                         *CURRENT SURVEY CONTROL
 DF1842  ___________________________________________________________________
 DF1842* NAD 83(1994)-  33 56 55.26820(N)    082 42 10.82998(W)     ADJUSTED  
 DF1842* NAVD 88     -       162.     (meters)     531.     (feet)  VERTCON   
 DF1842  ___________________________________________________________________
 DF1842  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DF1842  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF1842
 DF1842  HORZ ORDER  -  SECOND
 DF1842
 DF1842.The horizontal coordinates were established by classical geodetic methods
 DF1842.and adjusted by the National Geodetic Survey in September 1997..
 DF1842
 DF1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1842
 DF1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1842
 DF1842.The geoid height was determined by GEOID03.
 DF1842
 DF1842;                    North         East     Units Scale Factor Converg.
 DF1842;SPC GA E     -   437,941.949   150,425.099   MT  0.99993029   -0 17 58.3
 DF1842;SPC GA E     - 1,436,814.54    493,519.68   sFT  0.99993029   -0 17 58.3
 DF1842;UTM  17      - 3,757,772.697   342,627.578   MT  0.99990531   -0 57 04.5
 DF1842
 DF1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1842!SPC GA E     -   0.99997915  x   0.99993029  =   0.99990944
 DF1842!UTM  17      -   0.99997915  x   0.99990531  =   0.99988446
 DF1842
 DF1842:                Primary Azimuth Mark                     Grid Az
 DF1842:SPC GA E     -  BV 157 205 AZ MK                         024 26 35.0
 DF1842:UTM  17      -  BV 157 205 AZ MK                         025 05 41.2
 DF1842
 DF1842|---------------------------------------------------------------------|
 DF1842| PID    Reference Object                     Distance      Geod. Az  |
 DF1842|                                                           dddmmss.s |
 DF1842| DF2964 BV 157 205 AZ MK                                   0240836.7 |
 DF1842| DF1843 BV 157 205 GADT 1976 PTA             29.597 METERS 35535     |
 DF1842|---------------------------------------------------------------------|
 DF1842
 DF1842                          SUPERSEDED SURVEY CONTROL
 DF1842
 DF1842  NAD 83(1986)-  33 56 55.27544(N)    082 42 10.82817(W) AD(       ) 2
 DF1842  NAD 27      -  33 56 54.83928(N)    082 42 11.32332(W) AD(       ) 2
 DF1842  NGVD 29 (07/19/86)  162.     (m)          531.     (f) VERT ANG       
 DF1842
 DF1842.Superseded values are not recommended for survey control.
 DF1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1842.See file dsdata.txt to determine how the superseded data were derived.
 DF1842
 DF1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4262857773(NAD 83)
 DF1842_MARKER: DD = SURVEY DISK
 DF1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1842
 DF1842  HISTORY     - Date     Condition        Report By
 DF1842  HISTORY     - 1976     MONUMENTED       GADT
 DF1842
 DF1842                          STATION DESCRIPTION
 DF1842
 DF1842'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1842'THE STATION IS LOCATED APPROXIMATELY 6 MILES NORTH-NORTHEAST OF
 DF1842'TIGNALL, 6-1/4 MILES NORTH-NORTHWEST OF DANBURG, AND 11 MILES
 DF1842'SOUTH-SOUTHEAST OF MIDDLETON ON COUNTY RIGHT OF WAY.
 DF1842'
 DF1842'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 DF1842'NORTH ALONG STATE ROUTE 17 FOR 3.25 MILES TO THE JUNCTION OF
 DF1842'COUNTY ROAD 92193 (BROAD ROAD DIRT TO THE LEFT, PAVED TO THE
 DF1842'RIGHT) CROSSING.  TURN RIGHT, GOING NORTHEASTERLY ALONG COUNTY
 DF1842'ROAD 92193 FOR 1.4 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 130
 DF1842'TO THE RIGHT.  CONTINUE GOING NORTHERLY TO NORTHEASTERLY ALONG
 DF1842'COUNTY ROAD 92193 FOR 2.4 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1842'129 TO THE RIGHT.  CONTINUE GOING NORTHEASTERLY ALONG COUNTY
 DF1842'ROAD 92193 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DF1842'
 DF1842'THE STATION IS LOCATED 36 FEET SOUTHEAST OF THE CENTERLINE OF
 DF1842'COUNTY ROAD 92193, 142.5 FEET NORTHEAST OF A POWER POLE ON THE
 DF1842'SOUTHWEST SIDE OF A DIRT DRIVEWAY TO THE SOUTHEAST, 132 FEET
 DF1842'EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 DF1842'COUNTY ROAD 92193 AND THE DIRT DRIVEWAY, 203.3 FEET WEST OF AN
 DF1842'18 INCH PECAN TREE IN A PASTURE, 106.0 FEET EAST OF A TELEPHONE
 DF1842'POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED ON
 DF1842'THE NORTHWEST SIDE OF THE ROAD, AND 1.5 FEET NORTHWEST OF A
 DF1842'WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD BRASS DISK
 DF1842'STAMPED 157-205 1976, SET IN THE TOP OF A 10 INCH
 DF1842'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 DF1842'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1842'STAMPED 157-205 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1842'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF1842'
 DF1842'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1842'NORTHEASTERLY ALONG COUNTY ROAD 92193 FOR 0.2 MILE TO THE MARK
 DF1842'ON THE LEFT.  IT IS LOCATED 32 FEET NORTHWEST OF THE CENTERLINE OF
 DF1842'COUNTY ROAD 92193, 78.3 FEET EAST-SOUTHEAST OF THE EASTERNMOST
 DF1842'CORNER OF A WHITE FRAME HOUSE, 22.9 FEET NORTHEAST OF A TELEPHONE
 DF1842'POLE WITH AN UNDERGROUND TELEPHONE CABLE PEDESTAL ATTACHED, 87.0
 DF1842'FEET NORTH-NORTHEAST OF A 20 INCH OAK TREE, 75.0 FEET SOUTHEAST
 DF1842'OF A 15 INCH CHINABERRY TREE, AND 2.2 FEET SOUTHEAST OF A WITNESS
 DF1842'POST.  IT IS A STANDARD BRASS DISK STAMPED 157-205 1976 AZMK,
 DF1842'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1 INCH
 DF1842'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1844 ***********************************************************************
 DF1844  DESIGNATION -  BV 157 206
 DF1844  PID         -  DF1844
 DF1844  STATE/COUNTY-  GA/WILKES
 DF1844  USGS QUAD   -  BROAD (1955)
 DF1844
 DF1844                         *CURRENT SURVEY CONTROL
 DF1844  ___________________________________________________________________
 DF1844* NAD 83(1994)-  33 53 32.42186(N)    082 43 13.63626(W)     ADJUSTED  
 DF1844* NAVD 88     -       190.     (meters)     623.     (feet)  VERTCON   
 DF1844  ___________________________________________________________________
 DF1844  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DF1844  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1844
 DF1844  HORZ ORDER  -  SECOND
 DF1844
 DF1844.The horizontal coordinates were established by classical geodetic methods
 DF1844.and adjusted by the National Geodetic Survey in September 1997..
 DF1844
 DF1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1844
 DF1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1844
 DF1844.The geoid height was determined by GEOID03.
 DF1844
 DF1844;                    North         East     Units Scale Factor Converg.
 DF1844;SPC GA E     -   431,701.056   148,778.793   MT  0.99993233   -0 18 31.7
 DF1844;SPC GA E     - 1,416,339.21    488,118.42   sFT  0.99993233   -0 18 31.7
 DF1844;UTM  17      - 3,751,551.059   340,910.482   MT  0.99991201   -0 57 34.5
 DF1844
 DF1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1844!SPC GA E     -   0.99997475  x   0.99993233  =   0.99990708
 DF1844!UTM  17      -   0.99997475  x   0.99991201  =   0.99988676
 DF1844
 DF1844:                Primary Azimuth Mark                     Grid Az
 DF1844:SPC GA E     -  BV 157 206 AZ MK                         060 19 46.8
 DF1844:UTM  17      -  BV 157 206 AZ MK                         060 58 49.6
 DF1844
 DF1844|---------------------------------------------------------------------|
 DF1844| PID    Reference Object                     Distance      Geod. Az  |
 DF1844|                                                           dddmmss.s |
 DF1844| DF2965 BV 157 206 AZ MK                                   0600115.1 |
 DF1844| DF1845 BV 157 206 GADT 1976 PTA             24.503 METERS 27714     |
 DF1844|---------------------------------------------------------------------|
 DF1844
 DF1844                          SUPERSEDED SURVEY CONTROL
 DF1844
 DF1844  NAD 83(1986)-  33 53 32.42908(N)    082 43 13.63421(W) AD(       ) 2
 DF1844  NAD 27      -  33 53 31.98846(N)    082 43 14.12861(W) AD(       ) 2
 DF1844  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 DF1844
 DF1844.Superseded values are not recommended for survey control.
 DF1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1844.See file dsdata.txt to determine how the superseded data were derived.
 DF1844
 DF1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4091051551(NAD 83)
 DF1844_MARKER: DD = SURVEY DISK
 DF1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1844
 DF1844  HISTORY     - Date     Condition        Report By
 DF1844  HISTORY     - 1976     MONUMENTED       GADT
 DF1844
 DF1844                          STATION DESCRIPTION
 DF1844
 DF1844'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1844'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTHEAST OF TIGNALL,
 DF1844'4 MILES WEST-NORTHWEST OF DANBURG, AND 11 MILES NORTHWEST OF
 DF1844'METASVILLE ON PROPERTY OWNED BY WALTER GUNTER.
 DF1844'
 DF1844'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL,
 DF1844'TRAVEL NORTH ALONG STATE ROUTE 17 FOR 0.6 MILE TO THE JUNCTION OF
 DF1844'PAVED COUNTY ROAD 91445 TO THE RIGHT WITH A SIGN TO BOBBY BROWN
 DF1844'STATE PARK.  TURN RIGHT, TRAVELING NORTHEAST ALONG COUNTY ROAD
 DF1844'91445 FOR 1.05 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 132 TO
 DF1844'THE RIGHT.  CONTINUE TRAVELING NORTHEAST ALONG COUNTY ROAD 91445
 DF1844'FOR 0.7 MILE TO THE WALTER GUNTER RESIDENCE ON THE LEFT AND THE
 DF1844'STATION ON THE RIGHT.
 DF1844'
 DF1844'THE STATION IS LOCATED 33 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1844'OF COUNTY ROAD 91445, 107.5 FEET SOUTH-SOUTHWEST OF A 25 INCH
 DF1844'OAK TREE ON THE NORTH SIDE OF THE ROAD, 67 FEET WEST OF THE
 DF1844'WESTERNMOST HINGE POST OF A DOUBLE-HUNG CHAINLINK GATE AT THE
 DF1844'NORTHERN CORNER OF A PAGE WIRE FENCELINE, 119 FEET
 DF1844'NORTH-NORTHEAST OF A POWER POLE, 99.7 FEET EAST-SOUTHEAST OF A 15
 DF1844'INCH HOLLY TREE ON THE NORTH SIDE OF THE ROAD, AND 2.3 FEET
 DF1844'NORTH-NORTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 DF1844'A STANDARD BRASS DISK STAMPED 157-206 1976, SET IN THE TOP OF
 DF1844'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF1844'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1844'157-206 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1844'APPROXIMATELY 0.77 METER BELOW THE SURFACE OF THE GROUND.
 DF1844'
 DF1844'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE TRAVELING
 DF1844'NORTHEAST ALONG COUNTY ROAD 91445 FOR 0.55 MILE TO THE MARK ON
 DF1844'THE LEFT.  IT IS LOCATED 37 FEET NORTH-NORTHWEST OF THE CENTERLINE
 DF1844'OF COUNTY ROAD 91445, 81.5 FEET NORTHEAST OF THE EASTERNMOST
 DF1844'END OF AN 18 INCH CONCRETE PIPE CULVERT UNDER A DRIVEWAY TO
 DF1844'THE SOUTH, 51.2 FEET EAST-NORTHEAST OF THE EASTERNMOST END OF
 DF1844'AN 18 INCH CONCRETE PIPE CULVERT UNDER A DRIVEWAY TO THE NORTH,
 DF1844'40.0 FEET EAST OF A SOUTHEASTERN FENCE CORNER POST, 91.0 FEET
 DF1844'SOUTHEAST OF A 20 INCH PINE TREE USED AS A NORTHEASTERN FENCE
 DF1844'CORNER POST, 80.5 FEET WEST-SOUTHWEST OF A SOUTHEASTERN
 DF1844'FENCE CORNER POST, AND 2.0 FEET SOUTH OF A WITNESS POST SET
 DF1844'AT THE FENCELINE.  IT IS A STANDARD DISK STAMPED 157-206
 DF1844'1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1844'POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1938 ***********************************************************************
 DF1938  DESIGNATION -  BV 157 207
 DF1938  PID         -  DF1938
 DF1938  STATE/COUNTY-  GA/WILKES
 DF1938  USGS QUAD   -  JACKSONS CROSSROADS (1970)
 DF1938
 DF1938                         *CURRENT SURVEY CONTROL
 DF1938  ___________________________________________________________________
 DF1938* NAD 83(1994)-  33 54 30.13431(N)    082 47 33.15598(W)     ADJUSTED  
 DF1938* NAVD 88     -       161.     (meters)     528.     (feet)  VERTCON   
 DF1938  ___________________________________________________________________
 DF1938  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DF1938  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DF1938
 DF1938  HORZ ORDER  -  SECOND
 DF1938
 DF1938.The horizontal coordinates were established by classical geodetic methods
 DF1938.and adjusted by the National Geodetic Survey in September 1997..
 DF1938
 DF1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1938
 DF1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1938
 DF1938.The geoid height was determined by GEOID03.
 DF1938
 DF1938;                    North         East     Units Scale Factor Converg.
 DF1938;SPC GA E     -   433,517.391   142,121.858   MT  0.99994128   -0 20 57.0
 DF1938;SPC GA E     - 1,422,298.31    466,278.13   sFT  0.99994128   -0 20 57.0
 DF1938;UTM  17      - 3,753,442.881   334,274.689   MT  0.99993858   -1 00 00.8
 DF1938
 DF1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1938!SPC GA E     -   0.99997930  x   0.99994128  =   0.99992058
 DF1938!UTM  17      -   0.99997930  x   0.99993858  =   0.99991788
 DF1938
 DF1938|---------------------------------------------------------------------|
 DF1938| PID    Reference Object                     Distance      Geod. Az  |
 DF1938|                                                           dddmmss.s |
 DF1938| DF1937 BV 157 207 GADT 1976 PTA             17.153 METERS 04501     |
 DF1938| DF1941 CLARK                               APPROX. 4.8 KM 2575307.4 |
 DF1938|---------------------------------------------------------------------|
 DF1938
 DF1938                          SUPERSEDED SURVEY CONTROL
 DF1938
 DF1938  NAD 83(1986)-  33 54 30.14173(N)    082 47 33.15501(W) AD(       ) 2
 DF1938  NAD 27      -  33 54 29.71588(N)    082 47 33.64329(W) AD(       ) 2
 DF1938  NGVD 29 (07/19/86)  161.     (m)          528.     (f) VERT ANG       
 DF1938
 DF1938.Superseded values are not recommended for survey control.
 DF1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1938.See file dsdata.txt to determine how the superseded data were derived.
 DF1938
 DF1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3427553443(NAD 83)
 DF1938_MARKER: DD = SURVEY DISK
 DF1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1938
 DF1938  HISTORY     - Date     Condition        Report By
 DF1938  HISTORY     - 1976     MONUMENTED       GADT
 DF1938
 DF1938                          STATION DESCRIPTION
 DF1938
 DF1938'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1938'THE STATION IS LOCATED APPROXIMATELY 3-3/4 MILES NORTHWEST OF
 DF1938'TIGNALL, 8 MILES WEST-NORTHWEST OF DANBURG, AND 12 MILES
 DF1938'NORTH-NORTHWEST OF WASHINGTON ON THE PROPERTY OF BRUNSWICK PULP
 DF1938'AND PAPER COMPANY.
 DF1938'
 DF1938'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 DF1938'NORTH ALONG STATE ROUTE 17 FOR 0.05 MILE TO THE JUNCTION OF
 DF1938'COUNTY ROADS 90902 TO THE LEFT AND 148 TO THE RIGHT.  TURN LEFT,
 DF1938'GOING NORTHWESTERLY ALONG COUNTY ROAD 90902 FOR 3.05 MILES TO
 DF1938'THE JUNCTION OF PAVED COUNTY ROAD 112 FORKING TO THE RIGHT.  TURN
 DF1938'RIGHT, GOING NORTHWESTERLY ALONG COUNTY ROAD 112 FOR 0.2 MILE
 DF1938'TO THE JUNCTION OF PAVED COUNTY ROAD 111 TO THE LEFT AND THE
 DF1938'MALLORYSVILLE BAPTIST CHURCH ON THE RIGHT AND APPROXIMATELY
 DF1938'200 FEET OF THE END OF PAVEMENT.  CONTINUE GOING NORTHWESTERLY
 DF1938'ALONG COUNTY ROAD 112 (NOW UNPAVED) FOR 1.2 MILES TO THE
 DF1938'JUNCTION OF A TRACK WOODS ROAD TO THE RIGHT AND THE STATION
 DF1938'ON THE RIGHT.
 DF1938'
 DF1938'THE STATION IS LOCATED 41 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1938'OF COUNTY ROAD 112, 25 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1938'OF THE TRACK ROAD, 160.5 FEET SOUTHEAST OF AN 8 INCH PINE TREE
 DF1938'ON THE WEST SIDE OF THE COUNTY ROAD, 71.5 FEET NORTH-NORTHEAST
 DF1938'OF A 4 INCH PINE TREE ON THE WEST SIDE OF THE COUNTY ROAD, 15.0
 DF1938'FEET NORTH OF A BENT 6 INCH CEDAR TREE.  8.5 FEET SOUTH OF A 4
 DF1938'INCH CEDAR TREE (THE SECOND TREE FROM THE EASTERNMOST END OF A
 DF1938'ROW OF 4 CEDAR TREES), AND 3.0 FEET EAST OF A WITNESS POST.
 DF1938'IT IS A STANDARD BRASS DISK STAMPED 157-207 1976, SET IN THE TOP
 DF1938'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 DF1938'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1938'STAMPED 157-207 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1938'APPROXIMATELY 0.80 METER BELOW THE SURFACE OF THE GROUND.
 DF1938'
 DF1938'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG
 DF1938'THE TRACK WOODS ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.  IT
 DF1938'IS LOCATED 182 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DF1938'TRACK ROAD, 71.5 FEET NORTH-NORTHEAST OF A 20 INCH PECAN TREE
 DF1938'WITH TRIPLE FORKS ABOUT 6 FEET ABOVE THE SURFACE OF THE GROUND,
 DF1938'158.7 FEET WEST-SOUTHWEST OF A 25 INCH PECAN TREE, 70.9 FEET
 DF1938'NORTHWEST OF A 15 INCH PECAN TREE WITH SCAR ABOUT 6 FEET LONG
 DF1938'AND 6 INCHES WIDE, 14.9 FEET SOUTH-SOUTHEAST OF A 4 INCH CEDAR
 DF1938'TREE, AND 1.9 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A
 DF1938'STANDARD BRASS DISK STAMPED 157-207 1976 AZMK, SET IN THE TOP OF
 DF1938'A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1938'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1954 ***********************************************************************
 DF1954  DESIGNATION -  BV 157 208
 DF1954  PID         -  DF1954
 DF1954  STATE/COUNTY-  GA/WILKES
 DF1954  USGS QUAD   -  CELESTE (1971)
 DF1954
 DF1954                         *CURRENT SURVEY CONTROL
 DF1954  ___________________________________________________________________
 DF1954* NAD 83(1994)-  33 51 38.82946(N)    082 49 16.21052(W)     ADJUSTED  
 DF1954* NAVD 88     -       158.5    (meters)     520.     (feet)  VERTCON   
 DF1954  ___________________________________________________________________
 DF1954  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DF1954  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DF1954
 DF1954  HORZ ORDER  -  SECOND
 DF1954
 DF1954.The horizontal coordinates were established by classical geodetic methods
 DF1954.and adjusted by the National Geodetic Survey in September 1997..
 DF1954
 DF1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1954
 DF1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1954
 DF1954.The geoid height was determined by GEOID03.
 DF1954
 DF1954;                    North         East     Units Scale Factor Converg.
 DF1954;SPC GA E     -   428,256.182   139,440.979   MT  0.99994520   -0 21 52.9
 DF1954;SPC GA E     - 1,405,037.16    457,482.61   sFT  0.99994520   -0 21 52.9
 DF1954;UTM  17      - 3,748,212.450   331,534.233   MT  0.99994988   -1 00 53.8
 DF1954
 DF1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1954!SPC GA E     -   0.99997967  x   0.99994520  =   0.99992487
 DF1954!UTM  17      -   0.99997967  x   0.99994988  =   0.99992955
 DF1954
 DF1954:                Primary Azimuth Mark                     Grid Az
 DF1954:SPC GA E     -  TIGNALL MUN TANK                         085 10 32.5
 DF1954:UTM  17      -  TIGNALL MUN TANK                         085 49 33.4
 DF1954
 DF1954|---------------------------------------------------------------------|
 DF1954| PID    Reference Object                     Distance      Geod. Az  |
 DF1954|                                                           dddmmss.s |
 DF1954| DF1834 TIGNALL MUN TANK                    APPROX. 7.4 KM 0844839.6 |
 DF1954| DF1837 TIGNALL COUNTY LOT                  APPROX. 7.1 KM 1053149.2 |
 DF1954| DF2967 BV 157 208 AZ MK                                   1472005.6 |
 DF1954|---------------------------------------------------------------------|
 DF1954
 DF1954                          SUPERSEDED SURVEY CONTROL
 DF1954
 DF1954  NAD 83(1986)-  33 51 38.83584(N)    082 49 16.20865(W) AD(       ) 2
 DF1954  NAD 27      -  33 51 38.38732(N)    082 49 16.68174(W) AD(       ) 2
 DF1954  NGVD 29 (07/19/86)  158.6    (m)          520.     (f) VERT ANG       
 DF1954
 DF1954.Superseded values are not recommended for survey control.
 DF1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1954.See file dsdata.txt to determine how the superseded data were derived.
 DF1954
 DF1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3153448212(NAD 83)
 DF1954_MARKER: DD = SURVEY DISK
 DF1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1954
 DF1954  HISTORY     - Date     Condition        Report By
 DF1954  HISTORY     - 1976     MONUMENTED       GADT
 DF1954
 DF1954                          STATION DESCRIPTION
 DF1954
 DF1954'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1954'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES WEST OF TIGNALL,
 DF1954'11 MILES SOUTH OF FORTSONIA, AND 9-3/4 MILES NORTH-NORTHWEST OF
 DF1954'WASHINGTON ON COUNTY RIGHT OF WAY.
 DF1954'
 DF1954'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TIGNALL, GO
 DF1954'NORTH ALONG STATE ROUTE 17 FOR 0.05 MILE TO THE JUNCTION OF COUNTY
 DF1954'ROAD 90902 TO THE LEFT AND COUNTY ROAD 148 (WARE-MC LENDON ROAD) TO
 DF1954'THE RIGHT.  TURN LEFT, GOING NORTHWESTERLY ALONG COUNTY ROAD
 DF1954'90902 FOR 1.5 MILES TO THE JUNCTION OF DIRT COUNTY ROAD 102 TO
 DF1954'THE LEFT.  TURN LEFT, GOING WEST ALONG COUNTY ROAD 102 FOR 3.9
 DF1954'MILES TO ITS TERMINATION AT THE JUNCTION OF DIRT COUNTY ROAD
 DF1954'171 CROSSING.  TURN LEFT, GOING SOUTHERLY ALONG COUNTY
 DF1954'ROAD 171 FOR 0.8 MILE TO ITS TERMINATION AT THE JUNCTION OF
 DF1954'PAVED COUNTY ROAD 91444 (JACKSONS CROSSROADS ROAD) CROSSING.
 DF1954'TURN LEFT, GOING SOUTH ALONG COUNTY ROAD 91444 FOR 0.4 MILE
 DF1954'TO THE STATION ON THE RIGHT.
 DF1954'
 DF1954'THE STATION IS LOCATED 38 FEET SOUTHWEST OF THE CENTERLINE OF
 DF1954'THE COUNTY ROAD, 52 FEET SOUTH OF THE POINT OF INTERSECTION OF THE
 DF1954'CENTERLINES OF THE COUNTY ROAD AND A TRACK FARM ROAD TO THE
 DF1954'SOUTHWEST, 22.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK
 DF1954'ROAD, 214.0 FEET WEST OF THE NORTHERNMOST END OF AN 18 INCH SIDE
 DF1954'DRAIN CULVERT PIPE UNDER A PASTURE ACCESS ROAD TO THE
 DF1954'NORTHEAST, AND 2.5 FEET NORTHEAST OF A WITNESS POST SET AT A
 DF1954'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 157-208 1976,
 DF1954'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH
 DF1954'WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1954'STANDARD DISK STAMPED 157-208 1976, SET IN AN IRREGULAR
 DF1954'MASS OF CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF
 DF1954'THE GROUND.
 DF1954'
 DF1954'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1954'SOUTH ALONG COUNTY ROAD 91444 FOR 0.4 MILE TO THE MARK ON THE
 DF1954'LEFT.  IT IS LOCATED 39.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 DF1954'THE ROAD, 44 FEET NORTH-NORTHEAST OF THE POINT OF INTERSECTION OF
 DF1954'THE CENTERLINES OF THE COUNTY ROAD AND A TRACK FARM ROAD TO THE
 DF1954'NORTHEAST, 24 FEET NORTH OF THE NORTHERNMOST END OF AN 18 INCH
 DF1954'SIDE DRAIN CULVERT PIPE UNDER THE TRACK FARM ROAD, 174.0 FEET
 DF1954'WEST-NORTHWEST OF A POWER POLE, AND 2.0 FEET WEST-SOUTHWEST
 DF1954'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF1954'STAMPED 157-208 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1954'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1962 ***********************************************************************
 DF1962  DESIGNATION -  BV 157 209
 DF1962  PID         -  DF1962
 DF1962  STATE/COUNTY-  GA/WILKES
 DF1962  USGS QUAD   -  RAYLE (1971)
 DF1962
 DF1962                         *CURRENT SURVEY CONTROL
 DF1962  ___________________________________________________________________
 DF1962* NAD 83(1994)-  33 47 07.38235(N)    082 54 53.89195(W)     ADJUSTED  
 DF1962* NAVD 88     -       210.1    (meters)     689.     (feet)  VERTCON   
 DF1962  ___________________________________________________________________
 DF1962  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DF1962  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF1962
 DF1962  HORZ ORDER  -  SECOND
 DF1962
 DF1962.The horizontal coordinates were established by classical geodetic methods
 DF1962.and adjusted by the National Geodetic Survey in September 1997..
 DF1962
 DF1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1962
 DF1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1962
 DF1962.The geoid height was determined by GEOID03.
 DF1962
 DF1962;                    North         East     Units Scale Factor Converg.
 DF1962;SPC GA E     -   419,952.421   130,700.957   MT  0.99995918   -0 24 58.1
 DF1962;SPC GA E     - 1,377,793.90    428,808.06   sFT  0.99995918   -0 24 58.1
 DF1962;UTM  17      - 3,740,008.184   322,700.477   MT  0.99998754   -1 03 54.6
 DF1962
 DF1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1962!SPC GA E     -   0.99997154  x   0.99995918  =   0.99993072
 DF1962!UTM  17      -   0.99997154  x   0.99998754  =   0.99995908
 DF1962
 DF1962:                Primary Azimuth Mark                     Grid Az
 DF1962:SPC GA E     -  BV 157 209 AZ MK                         329 23 14.9
 DF1962:UTM  17      -  BV 157 209 AZ MK                         330 02 11.4
 DF1962
 DF1962|---------------------------------------------------------------------|
 DF1962| PID    Reference Object                     Distance      Geod. Az  |
 DF1962|                                                           dddmmss.s |
 DF1962| DF2968 BV 157 209 AZ MK                                   3285816.8 |
 DF1962|---------------------------------------------------------------------|
 DF1962
 DF1962                          SUPERSEDED SURVEY CONTROL
 DF1962
 DF1962  NAD 83(1986)-  33 47 07.38915(N)    082 54 53.89049(W) AD(       ) 2
 DF1962  NAD 27      -  33 47 06.94960(N)    082 54 54.35614(W) AD(       ) 2
 DF1962  NGVD 29 (07/19/86)  210.2    (m)          690.     (f) VERT ANG       
 DF1962
 DF1962.Superseded values are not recommended for survey control.
 DF1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1962.See file dsdata.txt to determine how the superseded data were derived.
 DF1962
 DF1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2270040008(NAD 83)
 DF1962_MARKER: DD = SURVEY DISK
 DF1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1962
 DF1962  HISTORY     - Date     Condition        Report By
 DF1962  HISTORY     - 1976     MONUMENTED       GADT
 DF1962
 DF1962                          STATION DESCRIPTION
 DF1962
 DF1962'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1962'THE STATION IS LOCATED APPROXIMATELY 1 MILE WEST-SOUTHWEST OF
 DF1962'RAYLE, 10-1/4 MILES WEST-NORTHWEST OF WASHINGTON, AND 11-1/4 MILES
 DF1962'WEST-SOUTHWEST OF TIGNALL ON THE PROPERTY OF MR. WALKER RICHARDS.
 DF1962'
 DF1962'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RAYLE, GO EAST
 DF1962'ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.05 MILE TO THE
 DF1962'JUNCTION OF REVEREND SANDERS WALKER ROAD (COUNTY ROAD 91091) TO
 DF1962'THE RIGHT.  TURN RIGHT, GOING SOUTHWEST ALONG REVEREND SANDERS
 DF1962'WALKER ROAD FOR 0.8 MILE TO THE JUNCTION OF COUNTY ROAD 22 (PAVED
 DF1962'TO THE LEFT, DIRT TO THE RIGHT) CROSSING.  TURN RIGHT, GOING
 DF1962'NORTHWESTERLY ALONG COUNTY ROAD 22 FOR 0.2 MILE TO THE STATION
 DF1962'ON THE LEFT.
 DF1962'
 DF1962'THE STATION IS LOCATED NEAR THE TOP OF A HILL IN A PASTURE, 167
 DF1962'FEET SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 22, 135.0 FEET
 DF1962'SOUTHWEST OF THE SOUTHEASTERNMOST PULL POST OF A SINGLE BRACE IN
 DF1962'A FENCELINE PARALLEL TO THE ROAD, 138.0 FEET WEST OF A WITNESS
 DF1962'POST SET AT THE FENCELINE, 140.3 FEET SOUTH OF ANOTHER WITNESS
 DF1962'POST SET AT THE FENCELINE, 38.0 FEET SOUTHEAST OF A POWER POLE
 DF1962'GUY WIRE ANCHOR, 18.6 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND
 DF1962'3.8 FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF1962'DISK STAMPED 157-209 1976, SET IN THE TOP OF A 10 INCH
 DF1962'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 DF1962'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1962'157-209 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1962'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE
 DF1962'GROUND.
 DF1962'
 DF1962'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1962'NORTHWEST ALONG COUNTY ROAD 22 FOR 0.2 MILE TO THE MARK ON THE
 DF1962'RIGHT.  IT IS LOCATED 43 FEET NORTHEAST OF THE CENTERLINE OF
 DF1962'COUNTY ROAD 22, 247.2 FEET SOUTH-SOUTHWEST OF A POWER POLE IN A
 DF1962'PASTURE, 248.3 FEET WEST-SOUTHWEST OF A 10 INCH PINE TREE IN THE
 DF1962'PASTURE, 96.0 FEET EAST OF THE SOUTHEASTERNMOST PULL POST OF A
 DF1962'SINGLE BRACE IN A FENCELINE ON THE SOUTHWEST SIDE OF THE ROAD,
 DF1962'AND 4.0 FEET SOUTHWEST OF A WITNESS POST SET AT A FENCELINE.  IT
 DF1962'IS A STANDARD DISK STAMPED 157-209 1976 AZMK, SET IN THE TOP
 DF1962'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF
 DF1962'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1966 ***********************************************************************
 DF1966  DESIGNATION -  BV 157 210
 DF1966  PID         -  DF1966
 DF1966  STATE/COUNTY-  GA/WILKES
 DF1966  USGS QUAD   -  RAYLE (1971)
 DF1966
 DF1966                         *CURRENT SURVEY CONTROL
 DF1966  ___________________________________________________________________
 DF1966* NAD 83(1994)-  33 47 46.88123(N)    082 57 36.24474(W)     ADJUSTED  
 DF1966* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 DF1966  ___________________________________________________________________
 DF1966  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DF1966  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DF1966
 DF1966  HORZ ORDER  -  SECOND
 DF1966
 DF1966.The horizontal coordinates were established by classical geodetic methods
 DF1966.and adjusted by the National Geodetic Survey in September 1997..
 DF1966
 DF1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1966
 DF1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1966
 DF1966.The geoid height was determined by GEOID03.
 DF1966
 DF1966;                    North         East     Units Scale Factor Converg.
 DF1966;SPC GA E     -   421,200.582   126,533.785   MT  0.99996652   -0 26 28.8
 DF1966;SPC GA E     - 1,381,888.91    415,136.26   sFT  0.99996652   -0 26 28.8
 DF1966;UTM  17      - 3,741,303.519   318,547.572   MT  1.00000591   -1 05 26.1
 DF1966
 DF1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1966!SPC GA E     -   0.99997659  x   0.99996652  =   0.99994311
 DF1966!UTM  17      -   0.99997659  x   1.00000591  =   0.99998250
 DF1966
 DF1966:                Primary Azimuth Mark                     Grid Az
 DF1966:SPC GA E     -  BV 157 210 AZ MK                         284 57 47.2
 DF1966:UTM  17      -  BV 157 210 AZ MK                         285 36 44.5
 DF1966
 DF1966|---------------------------------------------------------------------|
 DF1966| PID    Reference Object                     Distance      Geod. Az  |
 DF1966|                                                           dddmmss.s |
 DF1966| DF2969 BV 157 210 AZ MK                                   2843118.4 |
 DF1966| DF1967 BV 157 210 GADT 1976 PTA             27.193 METERS 32754     |
 DF1966|---------------------------------------------------------------------|
 DF1966
 DF1966                          SUPERSEDED SURVEY CONTROL
 DF1966
 DF1966  NAD 83(1986)-  33 47 46.88799(N)    082 57 36.24349(W) AD(       ) 2
 DF1966  NAD 27      -  33 47 46.45221(N)    082 57 36.70150(W) AD(       ) 2
 DF1966  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 DF1966
 DF1966.Superseded values are not recommended for survey control.
 DF1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1966.See file dsdata.txt to determine how the superseded data were derived.
 DF1966
 DF1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1854841304(NAD 83)
 DF1966_MARKER: DD = SURVEY DISK
 DF1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1966
 DF1966  HISTORY     - Date     Condition        Report By
 DF1966  HISTORY     - 1976     MONUMENTED       GADT
 DF1966
 DF1966                          STATION DESCRIPTION
 DF1966
 DF1966'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1966'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES WEST OF RAYLE,
 DF1966'5-1/4 MILES NORTH-NORTHEAST OF PHILOMATH, AND 10-1/2 MILES
 DF1966'SOUTHEAST OF LEXINGTON ON STATE RIGHT OF WAY.
 DF1966'
 DF1966'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RAYLE, GO WEST
 DF1966'ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 1.55 MILES TO THE
 DF1966'JUNCTION OF COUNTY ROAD 92164 TO THE RIGHT AND COUNTY ROAD 22 TO
 DF1966'THE LEFT.  CONTINUE GOING WEST ALONG U.S. HIGHWAY 78 FOR 1.5 MILES
 DF1966'TO THE CENTER OF A BRIDGE OVER BEAVERDAM CREEK.  CONTINUE GOING
 DF1966'WEST ALONG U.S. HIGHWAY 78 FOR 0.7 MILE TO THE JUNCTION OF
 DF1966'COUNTY ROAD 59 TO THE LEFT AND THE STATION ON THE LEFT.
 DF1966'
 DF1966'THE STATION IS LOCATED 41 FEET SOUTH OF THE CENTERLINE OF THE
 DF1966'HIGHWAY, 80.0 FEET EAST OF THE EASTERNMOST END OF AN 18 INCH
 DF1966'CONCRETE SIDE DRAIN CULVERT PIPE UNDER THE COUNTY ROAD, 86 FEET
 DF1966'EAST-NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 59, 43.5 FEET
 DF1966'EAST OF A 12 INCH PINE TREE, AND 1.7 FEET SOUTH OF A WITNESS
 DF1966'POST.  IT IS A STANDARD BRASS DISK STAMPED 157-210 1976, SET IN
 DF1966'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1966'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1966'STANDARD DISK STAMPED 157-210 1976, SET IN AN IRREGULAR MASS
 DF1966'OF CONCRETE APPROXIMATELY 0.83 METER BELOW THE SURFACE OF THE
 DF1966'GROUND.
 DF1966'
 DF1966'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 DF1966'ALONG U.S. HIGHWAY 78 FOR 0.3 MILE TO THE MARK ON THE RIGHT.  IT IS
 DF1966'LOCATED 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 190.0
 DF1966'FEET NORTH-NORTHWEST OF A POWER POLE ON THE SOUTH SIDE OF THE
 DF1966'HIGHWAY, 92.0 FEET WEST OF A TELEPHONE POLE WITH AN UNDERGROUND
 DF1966'TELEPHONE CABLE PEDESTAL ATTACHED, AND 2.0 FEET SOUTH OF A
 DF1966'WITNESS POST.  IT IS A STANDARD DISK STAMPED 157-210 1976 AZMK,
 DF1966'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1966'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1960 ***********************************************************************
 DF1960  DESIGNATION -  BV 157 211
 DF1960  PID         -  DF1960
 DF1960  STATE/COUNTY-  GA/WILKES
 DF1960  USGS QUAD   -  RAYLE (1971)
 DF1960
 DF1960                         *CURRENT SURVEY CONTROL
 DF1960  ___________________________________________________________________
 DF1960* NAD 83(1994)-  33 49 41.91443(N)    082 52 38.49858(W)     ADJUSTED  
 DF1960* NAVD 88     -       183.     (meters)     600.     (feet)  VERTCON   
 DF1960  ___________________________________________________________________
 DF1960  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DF1960  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DF1960
 DF1960  HORZ ORDER  -  SECOND
 DF1960
 DF1960.The horizontal coordinates were established by classical geodetic methods
 DF1960.and adjusted by the National Geodetic Survey in September 1997..
 DF1960
 DF1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1960
 DF1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1960
 DF1960.The geoid height was determined by GEOID03.
 DF1960
 DF1960;                    North         East     Units Scale Factor Converg.
 DF1960;SPC GA E     -   424,688.682   134,216.815   MT  0.99995333   -0 23 44.4
 DF1960;SPC GA E     - 1,393,332.78    440,343.00   sFT  0.99995333   -0 23 44.4
 DF1960;UTM  17      - 3,744,704.404   326,269.872   MT  0.99997209   -1 02 43.4
 DF1960
 DF1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1960!SPC GA E     -   0.99997582  x   0.99995333  =   0.99992915
 DF1960!UTM  17      -   0.99997582  x   0.99997209  =   0.99994791
 DF1960
 DF1960:                Primary Azimuth Mark                     Grid Az
 DF1960:SPC GA E     -  CENTER                                   266 44 21.1
 DF1960:UTM  17      -  CENTER                                   267 23 20.1
 DF1960
 DF1960|---------------------------------------------------------------------|
 DF1960| PID    Reference Object                     Distance      Geod. Az  |
 DF1960|                                                           dddmmss.s |
 DF1960| DF1965 CENTER                              APPROX. 5.6 KM 2662036.7 |
 DF1960| DF2970 BV 157 211 AZ MK                                   2721920.9 |
 DF1960| DF1961 BV 157 211 GADT 1976 PTA             25.794 METERS 30516     |
 DF1960|---------------------------------------------------------------------|
 DF1960
 DF1960                          SUPERSEDED SURVEY CONTROL
 DF1960
 DF1960  NAD 83(1986)-  33 49 41.92125(N)    082 52 38.49717(W) AD(       ) 2
 DF1960  NAD 27      -  33 49 41.48363(N)    082 52 38.96488(W) AD(       ) 2
 DF1960  NGVD 29 (07/19/86)  183.     (m)          600.     (f) VERT ANG       
 DF1960
 DF1960.Superseded values are not recommended for survey control.
 DF1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1960.See file dsdata.txt to determine how the superseded data were derived.
 DF1960
 DF1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2627044704(NAD 83)
 DF1960_MARKER: DD = SURVEY DISK
 DF1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1960
 DF1960  HISTORY     - Date     Condition        Report By
 DF1960  HISTORY     - 1976     MONUMENTED       GADT
 DF1960
 DF1960                          STATION DESCRIPTION
 DF1960
 DF1960'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1960'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH-NORTHEAST OF
 DF1960'RAYLE, 8-1/2 MILES WEST-SOUTHWEST OF TIGNALL, AND 10 MILES
 DF1960'NORTHWEST OF WASHINGTON ON THE PROPERTY OF DR. ANERST STICH, 33
 DF1960'DEEP DALE DRIVE, MIDDLETOWN, NEW JERSEY.
 DF1960'
 DF1960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1960'(STATE ROUTE 10 LOOP), STATE ROUTE 44, AND STATE ROUTE 17 IN
 DF1960'WASHINGTON, GO WESTERLY ALONG U.S. HIGHWAY 78 FOR 3.05 MILES
 DF1960'TO THE JUNCTION OF U.S. HIGHWAY 78 BUS AND STATE ROUTE 10 REVERSE
 DF1960'FORKING TO THE LEFT.  CONTINUE GOING NORTHWESTERLY ALONG
 DF1960'U.S. HIGHWAY 78 FOR 3.1 MILES TO THE JUNCTION OF CLARKS ROAD
 DF1960'(COUNTY ROAD 91444) TO THE RIGHT.  CONTINUE GOING WEST ALONG
 DF1960'U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 3.5 MILES TO THE JUNCTION
 DF1960'OF CALLAWAY JACKSONS STORE ROAD (COUNTY ROAD 82) TO THE RIGHT.
 DF1960'TURN RIGHT, GOING NORTH ALONG CALLAWAY JACKSONS STORE ROAD FOR
 DF1960'1.75 MILES TO THE END OF PAVEMENT.  CONTINUE GOING NORTH
 DF1960'ALONG UNPAVED CALLAWAY JACKSONS STORE ROAD FOR 1.55 MILES TO THE
 DF1960'JUNCTION OF COUNTY ROAD 91 TO THE LEFT AND A DRIVEWAY TO THE
 DF1960'RIGHT.  TURN LEFT, GOING SOUTHWESTERLY ALONG UNPAVED COUNTY ROAD
 DF1960'91 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 DF1960'
 DF1960'THE STATION IS LOCATED 20 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 DF1960'COUNTY ROAD 91, 50.0 FEET WEST-NORTHWEST OF A 6 INCH FORKED OAK
 DF1960'TREE ON THE SOUTH SIDE OF THE ROAD, 70.0 FEET WEST OF A 48 INCH
 DF1960'OAK TREE, 51.8 FEET WEST OF THE SOUTHWESTERN CORNER OF A FRAME
 DF1960'HOUSE, 61.1 FEET SOUTHWEST OF THE NORTHEASTERN CORNER OF THE
 DF1960'HOUSE, 4.3 FEET NORTHEAST OF THE CORNER OF A FENCE, AND 2.5 FEET
 DF1960'EAST OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 DF1960'BRASS DISK STAMPED 157-211 1976, SET IN THE TOP OF A 10 INCH
 DF1960'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1960'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1960'157-211 1976, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 DF1960'0.82 METER BELOW THE SURFACE OF THE GROUND.
 DF1960'
 DF1960'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG
 DF1960'COUNTY ROAD 91 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS
 DF1960'LOCATED 14 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 91, 62.0
 DF1960'FEET EAST OF A 12 INCH OAK TREE NEAR THE SOUTHEASTERN CORNER
 DF1960'OF A WOODEN FENCELINE, 18.5 FEET EAST-NORTHEAST OF THE
 DF1960'WESTERNMOST END OF AN 18 INCH SIDE DRAIN CULVERT PIPE, 4.0 FEET
 DF1960'NORTHWEST OF THE EASTERNMOST END OF THE CULVERT PIPE, AND 1.7
 DF1960'FEET SOUTH OF A WITNESS POST SET AT A FENCELINE.  IT IS A
 DF1960'STANDARD DISK STAMPED 157-211 1976 AZMK, SET IN THE TOP OF A
 DF1960'10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1960'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1831 ***********************************************************************
 DF1831  DESIGNATION -  BV 157 212
 DF1831  PID         -  DF1831
 DF1831  STATE/COUNTY-  GA/WILKES
 DF1831  USGS QUAD   -  TIGNALL (1955)
 DF1831
 DF1831                         *CURRENT SURVEY CONTROL
 DF1831  ___________________________________________________________________
 DF1831* NAD 83(1994)-  33 46 10.31886(N)    082 41 40.23575(W)     ADJUSTED  
 DF1831* NAVD 88     -       176.0    (meters)     577.     (feet)  VERTCON   
 DF1831  ___________________________________________________________________
 DF1831  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DF1831  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF1831
 DF1831  HORZ ORDER  -  SECOND
 DF1831
 DF1831.The horizontal coordinates were established by classical geodetic methods
 DF1831.and adjusted by the National Geodetic Survey in September 1997..
 DF1831
 DF1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1831
 DF1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1831
 DF1831.The geoid height was determined by GEOID03.
 DF1831
 DF1831;                    North         East     Units Scale Factor Converg.
 DF1831;SPC GA E     -   418,067.962   151,108.636   MT  0.99992946   -0 17 36.3
 DF1831;SPC GA E     - 1,371,611.31    495,762.25   sFT  0.99992946   -0 17 36.3
 DF1831;UTM  17      - 3,737,892.738   343,085.532   MT  0.99990354   -0 56 31.5
 DF1831
 DF1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1831!SPC GA E     -   0.99997691  x   0.99992946  =   0.99990637
 DF1831!UTM  17      -   0.99997691  x   0.99990354  =   0.99988045
 DF1831
 DF1831:                Primary Azimuth Mark                     Grid Az
 DF1831:SPC GA E     -  BV 157 212 AZ MK                         255 06 17.4
 DF1831:UTM  17      -  BV 157 212 AZ MK                         255 45 12.6
 DF1831
 DF1831|---------------------------------------------------------------------|
 DF1831| PID    Reference Object                     Distance      Geod. Az  |
 DF1831|                                                           dddmmss.s |
 DF1831| DF2971 BV 157 212 AZ MK                                   2544841.1 |
 DF1831| DF1835 WASHINGTON GA FORESTRY MAST         APPROX. 4.6 KM 2614906.6 |
 DF1831| DF1837 TIGNALL COUNTY LOT                  APPROX. 9.6 KM 3290808.2 |
 DF1831|---------------------------------------------------------------------|
 DF1831
 DF1831                          SUPERSEDED SURVEY CONTROL
 DF1831
 DF1831  NAD 83(1986)-  33 46 10.32537(N)    082 41 40.23372(W) AD(       ) 2
 DF1831  NAD 27      -  33 46 09.86755(N)    082 41 40.72482(W) AD(       ) 2
 DF1831  NGVD 29 (07/19/86)  176.1    (m)          578.     (f) VERT ANG       
 DF1831
 DF1831.Superseded values are not recommended for survey control.
 DF1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1831.See file dsdata.txt to determine how the superseded data were derived.
 DF1831
 DF1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4308637893(NAD 83)
 DF1831_MARKER: DD = SURVEY DISK
 DF1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1831
 DF1831  HISTORY     - Date     Condition        Report By
 DF1831  HISTORY     - 1976     MONUMENTED       GADT
 DF1831
 DF1831                          STATION DESCRIPTION
 DF1831
 DF1831'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1831'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTHEAST OF
 DF1831'WASHINGTON, 5-1/4 MILES WEST-NORTHWEST OF METASVILLE, AND 7-1/2
 DF1831'MILES NORTHWEST OF AONIA ON THE PROPERTY OF MR. ROBERT F. HARPER.
 DF1831'
 DF1831'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1831'ROUTE 10 LOOP) AND STATE ROUTES 17 AND 44 IN WASHINGTON, GO NORTH
 DF1831'ALONG STATE ROUTES 17 AND 44 FOR 0.05 MILE TO THE JUNCTION OF
 DF1831'STATE ROUTE 44 TO THE RIGHT.  TURN RIGHT, GOING NORTHEASTERLY
 DF1831'ALONG STATE ROUTE 44 FOR 1.25 MILES TO THE JUNCTION OF COUNTY
 DF1831'ROAD 144 TO THE LEFT.  CONTINUE GOING NORTHEASTERLY ALONG STATE
 DF1831'ROUTE 44 FOR 1.2 MILES TO THE CHERRY GROVE CHURCH CEMETERY ON
 DF1831'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE GOING
 DF1831'NORTH-NORTHEASTERLY ALONG STATE ROUTE 44 FOR 0.25
 DF1831'MILE TO A DRIVEWAY TO THE LEFT TO THE ROBERT F. HARPER
 DF1831'RESIDENCE AND THE STATION ON THE LEFT.
 DF1831'
 DF1831'THE STATION IS LOCATED 429 FEET NORTH OF THE POINT OF INTERSECTION
 DF1831'OF THE CENTERLINES OF STATE ROUTE 44 AND THE HARPER DRIVEWAY, 47.5
 DF1831'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HARPER
 DF1831'RESIDENCE, 100.0 FEET WEST OF A 25 INCH PECAN TREE, 112.5 FEET
 DF1831'WEST-SOUTHWEST OF A 20 INCH PECAN TREE, 59.0 FEET SOUTH OF A 20
 DF1831'INCH CHINA BERRY TREE AT A FENCE CORNER, 1.8 FEET EAST OF A
 DF1831'WITNESS POST SET AT THE FENCELINE, AND 18.7 FEET NORTH OF A 15
 DF1831'INCH PINE TREE ON THE FENCELINE.  IT IS A STANDARD BRASS DISK
 DF1831'STAMPED 157-212 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1831'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.  THE
 DF1831'UNDERGROUND STATION IS A STANDARD DISK STAMPED 157-212 1976,
 DF1831'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.83
 DF1831'METER BELOW THE SURFACE OF THE GROUND.
 DF1831'
 DF1831'THE AZIMUTH MARK IS LOCATED 50 FEET NORTH OF THE CENTERLINE OF
 DF1831'STATE ROUTE 44, 100.0 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DF1831'CEMETERY HEADSTONE OF DAISY L. AND WILLIAM COHEN ON THE SOUTH
 DF1831'SIDE OF THE HIGHWAY, 104.7 FEET NORTH-NORTHEAST OF THE
 DF1831'NORTHERNMOST ONE OF TWO RIGHT OF WAY MARKERS AT A RIGHT OF WAY
 DF1831'OFFSET ON THE SOUTH SIDE OF THE HIGHWAY, 7.5 FEET SOUTHEAST OF
 DF1831'A 5 INCH PINE TREE IN A FENCELINE, 3.7 FEET SOUTH OF A WITNESS
 DF1831'POST SET AT THE FENCELINE, AND 203.2 FEET WEST OF THE WEST
 DF1831'END OF AN 18 INCH SIDE DRAIN CULVERT PIPE UNDER A TRACK FIELD
 DF1831'ROAD TO THE NORTH.  IT IS A STANDARD DISK STAMPED 157-212 1976
 DF1831'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 1
 DF1831'INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1832 ***********************************************************************
 DF1832  DESIGNATION -  BV 157 213
 DF1832  PID         -  DF1832
 DF1832  STATE/COUNTY-  GA/WILKES
 DF1832  USGS QUAD   -  TIGNALL (1955)
 DF1832
 DF1832                         *CURRENT SURVEY CONTROL
 DF1832  ___________________________________________________________________
 DF1832* NAD 83(1994)-  33 48 48.68755(N)    082 42 08.74218(W)     ADJUSTED  
 DF1832* NAVD 88     -       173.1    (meters)     568.     (feet)  VERTCON   
 DF1832  ___________________________________________________________________
 DF1832  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DF1832  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF1832
 DF1832  HORZ ORDER  -  SECOND
 DF1832
 DF1832.The horizontal coordinates were established by classical geodetic methods
 DF1832.and adjusted by the National Geodetic Survey in September 1997..
 DF1832
 DF1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1832
 DF1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1832
 DF1832.The geoid height was determined by GEOID03.
 DF1832
 DF1832;                    North         East     Units Scale Factor Converg.
 DF1832;SPC GA E     -   422,950.795   150,400.558   MT  0.99993032   -0 17 53.4
 DF1832;SPC GA E     - 1,387,631.07    493,439.16   sFT  0.99993032   -0 17 53.4
 DF1832;UTM  17      - 3,742,783.157   342,432.828   MT  0.99990607   -0 56 51.3
 DF1832
 DF1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1832!SPC GA E     -   0.99997737  x   0.99993032  =   0.99990769
 DF1832!UTM  17      -   0.99997737  x   0.99990607  =   0.99988344
 DF1832
 DF1832|---------------------------------------------------------------------|
 DF1832| PID    Reference Object                     Distance      Geod. Az  |
 DF1832|                                                           dddmmss.s |
 DF1832| DF2973 BV 157 213 RM 1                      21.363 METERS 23642     |
 DF1832| DF2972 BV 157 213 AZ MK                                   2580326.5 |
 DF1832| DF1837 TIGNALL COUNTY LOT                  APPROX. 5.4 KM 3084017.8 |
 DF1832| DF2974 BV 157 213 RM 2                      21.978 METERS 33748     |
 DF1832|---------------------------------------------------------------------|
 DF1832
 DF1832                          SUPERSEDED SURVEY CONTROL
 DF1832
 DF1832  NAD 83(1986)-  33 48 48.69396(N)    082 42 08.74016(W) AD(       ) 2
 DF1832  NAD 27      -  33 48 48.23842(N)    082 42 09.22776(W) AD(       ) 2
 DF1832  NGVD 29 (07/19/86)  173.2    (m)          568.     (f) VERT ANG       
 DF1832
 DF1832.Superseded values are not recommended for survey control.
 DF1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1832.See file dsdata.txt to determine how the superseded data were derived.
 DF1832
 DF1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4243342783(NAD 83)
 DF1832_MARKER: DD = SURVEY DISK
 DF1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1832
 DF1832  HISTORY     - Date     Condition        Report By
 DF1832  HISTORY     - 1976     MONUMENTED       GADT
 DF1832
 DF1832                          STATION DESCRIPTION
 DF1832
 DF1832'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1832'THE STATION IS LOCATED APPROXIMATELY 4-1/2 MILES SOUTH-SOUTHEAST
 DF1832'OF TIGNALL, 4-3/4 MILES SOUTHWEST OF DANBURG, AND 5-1/2 MILES
 DF1832'NORTH-NORTHEAST OF WASHINGTON ON THE PROPERTY OF CONTINENTAL CAN
 DF1832'CORPORATION.
 DF1832'
 DF1832'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DANBURG, GO
 DF1832'SOUTHWEST ALONG STATE ROUTE 44 FOR 3.15 MILES TO THE JUNCTION OF
 DF1832'COUNTY ROAD 91446 CROSSING AT THE COMMUNITY OF SANDTOWN.  CONTINUE
 DF1832'GOING SOUTHWEST ALONG STATE ROUTE 44 FOR 1.85 MILES TO THE
 DF1832'JUNCTION OF UNPAVED COUNTY ROAD 145 TO THE RIGHT.  TURN RIGHT,
 DF1832'GOING WEST ALONG COUNTY ROAD 145 FOR 0.4 MILE TO THE JUNCTION
 DF1832'OF UNPAVED COUNTY ROAD 144 (HENRY-GRADY GARRARD ROAD)
 DF1832'FORKING TO THE LEFT.  CONTINUE GOING NORTHWESTERLY ALONG
 DF1832'COUNTY ROAD 145 FOR 0.15 MILE TO THE STATION ON THE RIGHT ON
 DF1832'A SMALL HILL IN AN AREA CLEARED OF TREES.
 DF1832'
 DF1832'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE HILL ABOUT
 DF1832'3 FEET LOWER THAN THE HIGH POINT, 441 FEET NORTH OF THE CENTERLINE
 DF1832'OF COUNTY ROAD 145, 361 FEET EAST OF THE CENTERLINE OF A TRACK
 DF1832'ROAD TO THE NORTH, 71.3 FEET EAST-NORTHEAST OF A WITNESS POST
 DF1832'SET AT RM 1, 74.2 FEET SOUTH-SOUTHEAST OF A WITNESS POST SET AT
 DF1832'RM 2, 133.7 FEET WEST-SOUTHWEST OF A 25 INCH DEAD OAK TREE, 3.0
 DF1832'FEET NORTH OF A WITNESS POST, AND 3.1 FEET SOUTH OF ANOTHER
 DF1832'WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED 157-213
 DF1832'1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1832'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS
 DF1832'A STANDARD DISK STAMPED 157-213 1976, SET IN AN IRREGULAR MASS
 DF1832'OF CONCRETE APPROXIMATELY 0.95 METER BELOW THE SURFACE OF THE
 DF1832'GROUND.
 DF1832'
 DF1832'RM 1 IS LOCATED 71.0 FEET SOUTHWEST OF THE NORTHERNMOST STATION
 DF1832'WITNESS POST, 203.0 FEET WEST-SOUTHWEST OF THE DEAD OAK TREE, AND
 DF1832'1.9 FEET NORTH-NORTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1832'STAMPED 157-213 1976 RM 1, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1832'CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 DF1832'
 DF1832'RM 2 IS LOCATED 69.0 FEET NORTH-NORTHWEST OF THE NORTHERNMOST
 DF1832'STATION WITNESS POST, 146.2 FEET WEST-NORTHWEST OF THE DEAD OAK
 DF1832'TREE, AND 2.1 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1832'STAMPED 157-213 1976 RM 2, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1832'CONCRETE POST 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 DF1832'
 DF1832'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 DF1832'COUNTY ROAD 145 FOR 0.95 MILE TO THE JUNCTION OF A TRACK WOODS
 DF1832'ROAD TO THE LEFT AND THE MARK ON THE LEFT.  IT IS LOCATED 36 FEET
 DF1832'SOUTH OF THE CENTERLINE OF COUNTY ROAD 145, 26 FEET WEST OF THE
 DF1832'CENTERLINE OF THE TRACK ROAD, 312.5 FEET EAST-SOUTHEAST OF A 20
 DF1832'INCH PINE TREE USED AS A FENCE CORNER, 191.0 FEET
 DF1832'SOUTH-SOUTHEAST OF A 12 INCH OAK TREE FORKED AT ABOUT 15 FEET
 DF1832'ABOVE THE GROUND ON THE NORTH SIDE OF THE ROAD, AND
 DF1832'1.9 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1832'STAMPED 157-213 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1832'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1832'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1833 ***********************************************************************
 DF1833  DESIGNATION -  BV 157 214
 DF1833  PID         -  DF1833
 DF1833  STATE/COUNTY-  GA/WILKES
 DF1833  USGS QUAD   -  TIGNALL (1955)
 DF1833
 DF1833                         *CURRENT SURVEY CONTROL
 DF1833  ___________________________________________________________________
 DF1833* NAD 83(1994)-  33 48 45.46905(N)    082 43 09.93950(W)     ADJUSTED  
 DF1833* NAVD 88     -       175.9    (meters)     577.     (feet)  VERTCON   
 DF1833  ___________________________________________________________________
 DF1833  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DF1833  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF1833
 DF1833  HORZ ORDER  -  SECOND
 DF1833
 DF1833.The horizontal coordinates were established by classical geodetic methods
 DF1833.and adjusted by the National Geodetic Survey in September 1997..
 DF1833
 DF1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1833
 DF1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1833
 DF1833.The geoid height was determined by GEOID03.
 DF1833
 DF1833;                    North         East     Units Scale Factor Converg.
 DF1833;SPC GA E     -   422,859.958   148,826.260   MT  0.99993227   -0 18 27.4
 DF1833;SPC GA E     - 1,387,333.05    488,274.15   sFT  0.99993227   -0 18 27.4
 DF1833;UTM  17      - 3,742,710.171   340,857.636   MT  0.99991222   -0 57 25.3
 DF1833
 DF1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1833!SPC GA E     -   0.99997693  x   0.99993227  =   0.99990920
 DF1833!UTM  17      -   0.99997693  x   0.99991222  =   0.99988915
 DF1833
 DF1833:                Primary Azimuth Mark                     Grid Az
 DF1833:SPC GA E     -  WASHINGTON RAD STA WLOV MAST             180 15 03.0
 DF1833:UTM  17      -  WASHINGTON RAD STA WLOV MAST             180 54 00.9
 DF1833
 DF1833|---------------------------------------------------------------------|
 DF1833| PID    Reference Object                     Distance      Geod. Az  |
 DF1833|                                                           dddmmss.s |
 DF1833| DF1886 WASHINGTON RAD STA WLOV MAST        APPROX. 8.7 KM 1795635.6 |
 DF1833| DF1835 WASHINGTON GA FORESTRY MAST         APPROX. 5.9 KM 2021701.7 |
 DF1833| DF2975 BV 157 214 AZ MK                                   2841021.6 |
 DF1833|---------------------------------------------------------------------|
 DF1833
 DF1833                          SUPERSEDED SURVEY CONTROL
 DF1833
 DF1833  NAD 83(1986)-  33 48 45.47546(N)    082 43 09.93750(W) AD(       ) 2
 DF1833  NAD 27      -  33 48 45.02000(N)    082 43 10.42330(W) AD(       ) 2
 DF1833  NGVD 29 (07/19/86)  176.0    (m)          577.     (f) VERT ANG       
 DF1833
 DF1833.Superseded values are not recommended for survey control.
 DF1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1833.See file dsdata.txt to determine how the superseded data were derived.
 DF1833
 DF1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4085842710(NAD 83)
 DF1833_MARKER: DD = SURVEY DISK
 DF1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1833
 DF1833  HISTORY     - Date     Condition        Report By
 DF1833  HISTORY     - 1976     MONUMENTED       GADT
 DF1833
 DF1833                          STATION DESCRIPTION
 DF1833
 DF1833'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1833'THE STATION IS LOCATED APPROXIMATELY 4-1/4 MILES SOUTH-SOUTHEAST
 DF1833'OF TIGNALL, 5-1/4 MILES SOUTHWEST OF DANBURG, AND 5-1/4 MILES
 DF1833'NORTH OF WASHINGTON.
 DF1833'
 DF1833'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DANBURG, GO
 DF1833'SOUTHWEST ALONG STATE ROUTE 44 FOR 3.15 MILES TO THE JUNCTION OF
 DF1833'COUNTY ROAD 91446 CROSSING AT THE COMMUNITY OF SANDTOWN.  CONTINUE
 DF1833'GOING SOUTH ALONG STATE ROUTE 44 FOR 1.85 MILES TO THE JUNCTION
 DF1833'OF COUNTY ROAD 145 TO THE RIGHT.  TURN RIGHT, GOING WEST ALONG
 DF1833'COUNTY ROAD 145 FOR 0.4 MILE TO THE JUNCTION OF HENRY-GRADY
 DF1833'GARRARD ROAD (COUNTY ROAD 144) FORKING TO THE LEFT.  CONTINUE
 DF1833'GOING WEST ALONG COUNTY ROAD 145 FOR 1.1 MILES TO THE JUNCTION OF
 DF1833'A TRACK WOODS ROAD TO THE LEFT.  CONTINUE GOING WEST ALONG COUNTY
 DF1833'ROAD 145 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 DF1833'
 DF1833'THE STATION IS LOCATED 13 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 DF1833'OF COUNTY ROAD 145, 20.5 FEET EAST-SOUTHEAST OF AN 8 INCH PINE
 DF1833'TREE, 8.0 FEET WEST-NORTHWEST OF A 12 INCH S SHAPED PINE TREE WITH
 DF1833'A FENCELINE ATTACHED, 20.2 FEET WEST OF ANOTHER 8 INCH PINE TREE S
 DF1833'SHAPED ABOUT 4 FEET HIGH ABOVE THE GROUND WITH THE FENCELINE
 DF1833'ATTACHED, AND 2.7 FEET NORTH OF A WITNESS POST SET AT THE
 DF1833'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 157-214 1976,
 DF1833'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1833'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1833'STANDARD DISK STAMPED 157-214 1976, SET IN AN IRREGULAR MASS OF
 DF1833'CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF
 DF1833'THE GROUND.
 DF1833'
 DF1833'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 DF1833'ALONG COUNTY ROAD 145 FOR 0.25 MILE TO THE MARK ON THE LEFT.  IT
 DF1833'IS LOCATED 116 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 145,
 DF1833'100.0 FEET SOUTH-SOUTHEAST OF THE WESTERNMOST POST AND HINGED POST
 DF1833'OF A METAL GATE, 61.8 FEET EAST OF A SOUTHEASTERN CORNER FENCE
 DF1833'POST, 21.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER POST OF A POLE
 DF1833'BARN, 16.2 FEET SOUTH OF A POWER POLE, AND 2.5 FEET NORTH OF A
 DF1833'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 DF1833'STAMPED 157-214 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1833'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1833'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1855 ***********************************************************************
 DF1855  DESIGNATION -  BV 157 215
 DF1855  PID         -  DF1855
 DF1855  STATE/COUNTY-  GA/WILKES
 DF1855  USGS QUAD   -  AONIA (1981)
 DF1855
 DF1855                         *CURRENT SURVEY CONTROL
 DF1855  ___________________________________________________________________
 DF1855* NAD 83(1994)-  33 43 51.30002(N)    082 35 15.54691(W)     ADJUSTED  
 DF1855* NAVD 88     -       173.     (meters)     568.     (feet)  VERTCON   
 DF1855  ___________________________________________________________________
 DF1855  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DF1855  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF1855
 DF1855  HORZ ORDER  -  SECOND
 DF1855
 DF1855.The horizontal coordinates were established by classical geodetic methods
 DF1855.and adjusted by the National Geodetic Survey in September 1997..
 DF1855
 DF1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1855
 DF1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1855
 DF1855.The geoid height was determined by GEOID03.
 DF1855
 DF1855;                    North         East     Units Scale Factor Converg.
 DF1855;SPC GA E     -   413,739.547   160,988.929   MT  0.99991876   -0 14 01.6
 DF1855;SPC GA E     - 1,357,410.50    528,177.84   sFT  0.99991876   -0 14 01.6
 DF1855;UTM  17      - 3,733,452.974   352,915.831   MT  0.99986670   -0 52 54.4
 DF1855
 DF1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1855!SPC GA E     -   0.99997739  x   0.99991876  =   0.99989616
 DF1855!UTM  17      -   0.99997739  x   0.99986670  =   0.99984410
 DF1855
 DF1855:                Primary Azimuth Mark                     Grid Az
 DF1855:SPC GA E     -  BV 157 215 AZ MK                         192 43 53.5
 DF1855:UTM  17      -  BV 157 215 AZ MK                         193 22 46.3
 DF1855
 DF1855|---------------------------------------------------------------------|
 DF1855| PID    Reference Object                     Distance      Geod. Az  |
 DF1855|                                                           dddmmss.s |
 DF1855| DF2976 BV 157 215 AZ MK                                   1922951.9 |
 DF1855| DF1888 WASHINGTON MUN SPIPE                APPROX.13.6 KM 2732815.4 |
 DF1855| DF1856 BV 157 215 GADT 1976 PTA             25.303 METERS 35152     |
 DF1855|---------------------------------------------------------------------|
 DF1855
 DF1855                          SUPERSEDED SURVEY CONTROL
 DF1855
 DF1855  NAD 83(1986)-  33 43 51.30613(N)    082 35 15.54407(W) AD(       ) 2
 DF1855  NAD 27      -  33 43 50.84310(N)    082 35 16.06051(W) AD(       ) 2
 DF1855  NGVD 29 (07/19/86)  173.     (m)          568.     (f) VERT ANG       
 DF1855
 DF1855.Superseded values are not recommended for survey control.
 DF1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1855.See file dsdata.txt to determine how the superseded data were derived.
 DF1855
 DF1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5291633453(NAD 83)
 DF1855_MARKER: DD = SURVEY DISK
 DF1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1855
 DF1855  HISTORY     - Date     Condition        Report By
 DF1855  HISTORY     - 1973     MONUMENTED       GADT
 DF1855
 DF1855                          STATION DESCRIPTION
 DF1855
 DF1855'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 DF1855'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES SOUTH-SOUTHEAST
 DF1855'OF METASVILLE, 4-1/2 MILES NORTH-NORTHEAST OF AONIA, AND 8-3/4
 DF1855'MILES EAST OF WASHINGTON ON COUNTY RIGHT OF WAY.
 DF1855'
 DF1855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378 (STATE
 DF1855'ROUTE 47) AND U.S. HIGHWAY 78 (STATE ROUTE 10), LOCATED
 DF1855'APPROXIMATELY 1-3/4 MILES EAST-SOUTHEAST OF WASHINGTON, GO EAST
 DF1855'ALONG U.S. HIGHWAY 378 (STATE ROUTE 47) FOR 3.15 MILES TO A
 DF1855'CULVERT FOR A SMALL CREEK.  CONTINUE GOING EAST ALONG U.S.
 DF1855'HIGHWAY 378 FOR 2.2 MILES TO THE JUNCTION OF PAVED COUNTY ROAD 21
 DF1855'TO THE LEFT.  CONTINUE GOING EAST ALONG U.S. HIGHWAY 378 AND
 DF1855'STATE ROUTE 47 FOR 2.2 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1855'92514 TO THE LEFT.  TURN LEFT, GOING NORTH ALONG COUNTY
 DF1855'ROAD 92514 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DF1855'CONTINUE GOING NORTH ALONG COUNTY ROAD 92514 FOR 0.2 MILE TO
 DF1855'THE STATION ON THE RIGHT.
 DF1855'
 DF1855'THE STATION IS LOCATED 37 FEET EAST OF THE CENTERLINE OF COUNTY
 DF1855'ROAD 92514, 67.8 FEET NORTH-NORTHEAST OF THE NORTHERNMOST END OF
 DF1855'AN 18 INCH CONCRETE SIDE DRAIN CULVERT PIPE, 70.0 FEET NORTH OF
 DF1855'THE NORTHERNMOST POST OF A WIRE GAP IN A FENCELINE, 115.0 FEET
 DF1855'SOUTH OF A POWER POLE, 93.0 FEET NORTHWEST OF A 55 INCH OAK TREE,
 DF1855'157.0 FEET NORTHEAST OF A TELEPHONE POLE WITH AN UNDERGROUND
 DF1855'TELEPHONE CABLE PEDESTAL ATTACHED, AND 3.4 FEET WEST OF A
 DF1855'WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD BRASS DISK
 DF1855'STAMPED 157-215 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1855'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1855'UNDERGROUND STATION IS A STANDARD DISK STAMPED 157-215 1976,
 DF1855'SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.82
 DF1855'METER BELOW THE SURFACE OF THE GROUND.
 DF1855'
 DF1855'THE AZIMUTH MARK IS LOCATED 32 FEET EAST-SOUTHEAST OF THE
 DF1855'CENTERLINE OF COUNTY ROAD 92514, 248 FEET SOUTH-SOUTHWEST OF THE
 DF1855'CENTERLINE OF A DIRT DRIVEWAY TO THE EAST, 70.5 FEET
 DF1855'NORTH-NORTHEAST OF THE EASTERNMOST END OF AN 18 INCH CONCRETE CROSS
 DF1855'DRAIN CULVERT PIPE UNDER THE ROAD, 27.4 FEET WEST-NORTHWEST OF A
 DF1855'12 INCH PINE TREE, AND 1.4 FEET WEST-NORTHWEST OF A WITNESS
 DF1855'POST.  IT IS A STANDARD DISK STAMPED 157-215 1976 AZMK, SET
 DF1855'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1855'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1948 ***********************************************************************
 DF1948  DESIGNATION -  BV 157 216
 DF1948  PID         -  DF1948
 DF1948  STATE/COUNTY-  GA/WILKES
 DF1948  USGS QUAD   -  CELESTE (1971)
 DF1948
 DF1948                         *CURRENT SURVEY CONTROL
 DF1948  ___________________________________________________________________
 DF1948* NAD 83(1994)-  33 48 43.59423(N)    082 46 07.90711(W)     ADJUSTED  
 DF1948* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 DF1948  ___________________________________________________________________
 DF1948  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DF1948  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DF1948
 DF1948  HORZ ORDER  -  SECOND
 DF1948
 DF1948.The horizontal coordinates were established by classical geodetic methods
 DF1948.and adjusted by the National Geodetic Survey in September 1997..
 DF1948
 DF1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1948
 DF1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1948
 DF1948.The geoid height was determined by GEOID03.
 DF1948
 DF1948;                    North         East     Units Scale Factor Converg.
 DF1948;SPC GA E     -   422,827.868   144,249.204   MT  0.99993830   -0 20 06.4
 DF1948;SPC GA E     - 1,387,227.76    473,257.60   sFT  0.99993830   -0 20 06.4
 DF1948;UTM  17      - 3,742,729.960   336,280.575   MT  0.99993044   -0 59 04.3
 DF1948
 DF1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1948!SPC GA E     -   0.99997474  x   0.99993830  =   0.99991304
 DF1948!UTM  17      -   0.99997474  x   0.99993044  =   0.99990518
 DF1948
 DF1948:                Primary Azimuth Mark                     Grid Az
 DF1948:SPC GA E     -  TIGNALL COUNTY LOT                       029 34 58.2
 DF1948:UTM  17      -  TIGNALL COUNTY LOT                       030 13 56.1
 DF1948
 DF1948|---------------------------------------------------------------------|
 DF1948| PID    Reference Object                     Distance      Geod. Az  |
 DF1948|                                                           dddmmss.s |
 DF1948| DF1837 TIGNALL COUNTY LOT                  APPROX. 4.0 KM 0291451.8 |
 DF1948| DF2977 BV 157 216 AZ MK                                   1335738.2 |
 DF1948| DF1887 WASHINGTON E MUN TANK               APPROX. 9.0 KM 1561304.8 |
 DF1948| DF1835 WASHINGTON GA FORESTRY MAST         APPROX. 5.9 KM 1562125.3 |
 DF1948|---------------------------------------------------------------------|
 DF1948
 DF1948                          SUPERSEDED SURVEY CONTROL
 DF1948
 DF1948  NAD 83(1986)-  33 48 43.60066(N)    082 46 07.90505(W) AD(       ) 2
 DF1948  NAD 27      -  33 48 43.14644(N)    082 46 08.38523(W) AD(       ) 2
 DF1948  NGVD 29 (07/19/86)  189.9    (m)          623.     (f) VERT ANG       
 DF1948
 DF1948.Superseded values are not recommended for survey control.
 DF1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1948.See file dsdata.txt to determine how the superseded data were derived.
 DF1948
 DF1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3628142730(NAD 83)
 DF1948_MARKER: DD = SURVEY DISK
 DF1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1948
 DF1948  HISTORY     - Date     Condition        Report By
 DF1948  HISTORY     - 1976     MONUMENTED       GADT
 DF1948
 DF1948                          STATION DESCRIPTION
 DF1948
 DF1948'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1948'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH-SOUTHWEST OF
 DF1948'TIGNALL, 5-1/2 MILES NORTH-NORTHWEST OF WASHINGTON, AND 7-1/2 MILES
 DF1948'EAST-NORTHEAST OF RAYLE ON THE PROPERTY OF MR. LEROY MYERS.
 DF1948'
 DF1948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78 (STATE
 DF1948'ROUTE 10 LOOP) AND STATE ROUTE 17 IN WASHINGTON, GO NORTH ALONG
 DF1948'STATE ROUTE 17 FOR 2.05 MILES TO THE SOUTH END OF A BRIDGE OVER
 DF1948'ROCK CREEK.  CONTINUE GOING NORTH ALONG STATE ROUTE 17 FOR 1.0
 DF1948'MILE TO THE SOUTH END OF A BRIDGE OVER MIDDLE CREEK.  CONTINUE
 DF1948'GOING NORTH ALONG STATE ROUTE 17 FOR 1.55 MILES TO THE AZIMUTH
 DF1948'MARK ON THE RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 17 FOR
 DF1948'0.15 MILE TO THE JUNCTION OF COUNTY ROAD 96 TO THE LEFT.  TURN
 DF1948'LEFT, GOING WESTERLY ALONG COUNTY ROAD 96 FOR 0.55 MILE TO THE
 DF1948'STATION ON THE LEFT.
 DF1948'
 DF1948'THE STATION IS LOCATED 77 FEET SOUTH OF THE CENTERLINE OF COUNTY
 DF1948'ROAD 96, 53.1 FEET SOUTH-SOUTHWEST OF A FENCE CORNER POST AT A
 DF1948'JUNCTION OF FENCELINES, 8.6 FEET NORTH OF A POWER POLE, 210.5 FEET
 DF1948'SOUTHWEST OF THE WESTERNMOST POST OF A GATE IN A FENCELINE ON THE
 DF1948'NORTH SIDE OF THE ROAD, 286.4 FEET NORTH OF A 10 INCH OAK TREE
 DF1948'AND 2.0 FEET WEST OF A WITNESS POST SET AT THE NORTH-SOUTH
 DF1948'FENCELINE.  IT IS A STANDARD BRASS DISK STAMPED 157-216 1976,
 DF1948'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 DF1948'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1948'STANDARD DISK STAMPED 157-216 1976, SET IN AN IRREGULAR MASS OF
 DF1948'CONCRETE APPROXIMATELY 0.84 METER BELOW THE SURFACE OF THE
 DF1948'GROUND.
 DF1948'
 DF1948'THE AZIMUTH MARK IS LOCATED 47 FEET EAST OF THE CENTERLINE OF
 DF1948'STATE ROUTE 17, 91.7 FEET NORTH-NORTHEAST OF THE NORTHERNMOST END OF
 DF1948'A SIDE DRAIN CULVERT PIPE UNDER A DRIVEWAY TO THE EAST, 93.4 FEET
 DF1948'NORTH-NORTHWEST OF THE SOUTHEASTERN CORNER OF A FENCE, 136.0 FEET
 DF1948'SOUTH-SOUTHWEST OF A 10 INCH CEDAR TREE AT THE FENCELINE, 6.4
 DF1948'FEET WEST-NORTHWEST OF A RIGHT OF WAY MARKER, AND 2.5 FEET EAST
 DF1948'OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD DISK
 DF1948'STAMPED 157-216 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1948'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1948'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1947 ***********************************************************************
 DF1947  DESIGNATION -  BV 157 218
 DF1947  PID         -  DF1947
 DF1947  STATE/COUNTY-  GA/WILKES
 DF1947  USGS QUAD   -  CELESTE (1971)
 DF1947
 DF1947                         *CURRENT SURVEY CONTROL
 DF1947  ___________________________________________________________________
 DF1947* NAD 83(1994)-  33 46 44.61261(N)    082 45 10.69445(W)     ADJUSTED  
 DF1947* NAVD 88     -       170.     (meters)     558.     (feet)  VERTCON   
 DF1947  ___________________________________________________________________
 DF1947  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DF1947  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DF1947
 DF1947  HORZ ORDER  -  SECOND
 DF1947
 DF1947.The horizontal coordinates were established by classical geodetic methods
 DF1947.and adjusted by the National Geodetic Survey in September 1997..
 DF1947
 DF1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1947
 DF1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1947
 DF1947.The geoid height was determined by GEOID03.
 DF1947
 DF1947;                    North         East     Units Scale Factor Converg.
 DF1947;SPC GA E     -   419,153.756   145,699.663   MT  0.99993634   -0 19 33.6
 DF1947;SPC GA E     - 1,375,173.61    478,016.31   sFT  0.99993634   -0 19 33.6
 DF1947;UTM  17      - 3,739,039.687   337,689.301   MT  0.99992478   -0 58 29.5
 DF1947
 DF1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1947!SPC GA E     -   0.99997786  x   0.99993634  =   0.99991420
 DF1947!UTM  17      -   0.99997786  x   0.99992478  =   0.99990264
 DF1947
 DF1947|---------------------------------------------------------------------|
 DF1947| PID    Reference Object                     Distance      Geod. Az  |
 DF1947|                                                           dddmmss.s |
 DF1947| DF1946 BV 157 218 GADT 1976 PTA             27.990 METERS 11456     |
 DF1947| DF2979 BV 157 218 AZ MK                                   1481619.6 |
 DF1947| DF1835 WASHINGTON GA FORESTRY MAST         APPROX. 1.9 KM 1524419.8 |
 DF1947| DF1887 WASHINGTON E MUN TANK               APPROX. 5.1 KM 1544434.4 |
 DF1947| DF1888 WASHINGTON MUN SPIPE                APPROX. 4.9 KM 1584504.7 |
 DF1947|---------------------------------------------------------------------|
 DF1947
 DF1947                          SUPERSEDED SURVEY CONTROL
 DF1947
 DF1947  NAD 83(1986)-  33 46 44.61891(N)    082 45 10.69241(W) AD(       ) 2
 DF1947  NAD 27      -  33 46 44.15951(N)    082 45 11.17423(W) AD(       ) 2
 DF1947  NGVD 29 (07/19/86)  170.     (m)          558.     (f) VERT ANG       
 DF1947
 DF1947.Superseded values are not recommended for survey control.
 DF1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1947.See file dsdata.txt to determine how the superseded data were derived.
 DF1947
 DF1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3768939040(NAD 83)
 DF1947_MARKER: DD = SURVEY DISK
 DF1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1947
 DF1947  HISTORY     - Date     Condition        Report By
 DF1947  HISTORY     - 1976     MONUMENTED       GADT
 DF1947
 DF1947                          STATION DESCRIPTION
 DF1947
 DF1947'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1947'THE STATION IS LOCATED APPROXIMATELY 3 MILES NORTH-NORTHWEST OF
 DF1947'WASHINGTON, 6-1/4 MILES SOUTH OF TIGNALL, AND 8-1/4 MILES
 DF1947'SOUTH-SOUTHWEST OF DANBURG ON THE PROPERTY OF MRS. LEWIS MC CALL.
 DF1947'
 DF1947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 DF1947'ROUTE 17, AND STATE ROUTE 44 IN WASHINGTON, GO NORTH ALONG STATE
 DF1947'ROUTE 44 AND STATE ROUTE 17 FOR 0.05 MILE TO THE JUNCTION OF STATE
 DF1947'ROUTE 44 TO THE RIGHT.  CONTINUE GOING NORTH ALONG STATE ROUTE 17
 DF1947'FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING
 DF1947'NORTH ALONG STATE ROUTE 17 FOR 0.2 MILE TO THE SOUTH END OF A
 DF1947'BRIDGE OVER ROCK CREEK.  CONTINUE GOING NORTH ALONG STATE ROUTE
 DF1947'17 FOR 0.65 MILE TO THE JUNCTION OF A DRIVEWAY TO THE LEWIS
 DF1947'MC CALL RESIDENCE TO THE RIGHT AND THE STATION ON THE RIGHT.
 DF1947'
 DF1947'THE STATION IS LOCATED 171 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1947'OF STATE ROUTE 17, 145.0 FEET EAST OF THE NORTHERNMOST END OF AN
 DF1947'18 INCH CULVERT PIPE UNDER THE DRIVEWAY, 126.0 FEET EAST OF A
 DF1947'POWER POLE, 120.0 FEET EAST-NORTHEAST OF A FENCE CORNER POST, 13
 DF1947'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY, 67.5 FEET
 DF1947'SOUTH OF THE SOUTHERN CORNER OF THE MC CALL RESIDENCE, 83.0 FEET
 DF1947'SOUTH-SOUTHWEST OF THE EASTERN CORNER OF THE MC CALL RESIDENCE,
 DF1947'AND 1.5 FEET NORTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS
 DF1947'A STANDARD BRASS DISK STAMPED 157-218 1976, SET IN THE TOP OF
 DF1947'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1947'OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1947'STAMPED 157-218 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1947'APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE GROUND.
 DF1947'
 DF1947'THE AZIMUTH MARK IS LOCATED 39 FEET EAST-NORTHEAST OF THE
 DF1947'CENTERLINE OF STATE ROUTE 17, 41.0 FEET SOUTH-SOUTHEAST OF A
 DF1947'TELEPHONE POLE, 118.0 FEET NORTH-NORTHWEST OF AN UNDERGROUND
 DF1947'TELEPHONE CABLE PEDESTAL, 14.8 FEET WEST-SOUTHWEST OF A FENCELINE,
 DF1947'AND 1.8 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 DF1947'DISK STAMPED 157-218 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1947'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1947'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1949 ***********************************************************************
 DF1949  DESIGNATION -  BV 157 219
 DF1949  PID         -  DF1949
 DF1949  STATE/COUNTY-  GA/WILKES
 DF1949  USGS QUAD   -  CELESTE (1971)
 DF1949
 DF1949                         *CURRENT SURVEY CONTROL
 DF1949  ___________________________________________________________________
 DF1949* NAD 83(1994)-  33 45 37.05293(N)    082 47 05.53654(W)     ADJUSTED  
 DF1949* NAVD 88     -       192.2    (meters)     631.     (feet)  VERTCON   
 DF1949  ___________________________________________________________________
 DF1949  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DF1949  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DF1949
 DF1949  HORZ ORDER  -  SECOND
 DF1949
 DF1949.The horizontal coordinates were established by classical geodetic methods
 DF1949.and adjusted by the National Geodetic Survey in September 1997..
 DF1949
 DF1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1949
 DF1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1949
 DF1949.The geoid height was determined by GEOID03.
 DF1949
 DF1949;                    North         East     Units Scale Factor Converg.
 DF1949;SPC GA E     -   417,089.629   142,732.676   MT  0.99994042   -0 20 36.8
 DF1949;SPC GA E     - 1,368,401.56    468,282.12   sFT  0.99994042   -0 20 36.8
 DF1949;UTM  17      - 3,737,009.300   334,699.157   MT  0.99993686   -0 59 31.6
 DF1949
 DF1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1949!SPC GA E     -   0.99997435  x   0.99994042  =   0.99991477
 DF1949!UTM  17      -   0.99997435  x   0.99993686  =   0.99991121
 DF1949
 DF1949:                Primary Azimuth Mark                     Grid Az
 DF1949:SPC GA E     -  BV 157 219 AZ MK                         301 26 11.4
 DF1949:UTM  17      -  BV 157 219 AZ MK                         302 05 06.2
 DF1949
 DF1949|---------------------------------------------------------------------|
 DF1949| PID    Reference Object                     Distance      Geod. Az  |
 DF1949|                                                           dddmmss.s |
 DF1949| DF2980 BV 157 219 AZ MK                                   3010534.6 |
 DF1949|---------------------------------------------------------------------|
 DF1949
 DF1949                          SUPERSEDED SURVEY CONTROL
 DF1949
 DF1949  NAD 83(1986)-  33 45 37.05928(N)    082 47 05.53464(W) AD(       ) 2
 DF1949  NAD 27      -  33 45 36.60110(N)    082 47 06.01688(W) AD(       ) 2
 DF1949  NGVD 29 (07/19/86)  192.3    (m)          631.     (f) VERT ANG       
 DF1949
 DF1949.Superseded values are not recommended for survey control.
 DF1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1949.See file dsdata.txt to determine how the superseded data were derived.
 DF1949
 DF1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3469937009(NAD 83)
 DF1949_MARKER: DD = SURVEY DISK
 DF1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1949
 DF1949  HISTORY     - Date     Condition        Report By
 DF1949  HISTORY     - 1976     MONUMENTED       GADT
 DF1949
 DF1949                          STATION DESCRIPTION
 DF1949
 DF1949'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1949'THE STATION IS LOCATED APPROXIMATELY 3 MILES WEST-NORTHWEST OF
 DF1949'WASHINGTON, 8 MILES SOUTH-SOUTHWEST OF TIGNALL, AND 10-3/4 MILES
 DF1949'SOUTHWEST OF DANBURG ON THE PROPERTY OF MR. BILLY LYNN.
 DF1949'
 DF1949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1949'BUSINESS (STATE ROUTE 10) AND STATE ROUTE 47 IN WASHINGTON, GO
 DF1949'WEST ALONG U.S. HIGHWAY 78 BUSINESS AND STATE ROUTE 10 FOR 0.5
 DF1949'MILE TO THE JUNCTION OF STATE ROUTE 44 TO THE LEFT.  CONTINUE
 DF1949'GOING NORTHWESTERLY ALONG U.S. HIGHWAY 78 BUSINESS (STATE ROUTE
 DF1949'10) FOR 2.35 MILES TO THE JUNCTION OF U.S. HIGHWAY 78 AND STATE
 DF1949'ROUTE 10 LOOP REVERSE FORKING TO THE RIGHT.  TURN LEFT, GOING
 DF1949'NORTHWESTERLY ALONG U.S. HIGHWAY 78 AND STATE ROUTE 10
 DF1949'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 DF1949'
 DF1949'THE STATION IS LOCATED 140 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 DF1949'OF U.S. HIGHWAY 78, 142.5 FEET WEST-SOUTHWEST OF A POWER POLE,
 DF1949'149.7 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 264.4 FEET
 DF1949'SOUTHEAST OF A POWER POLE, 83.0 FEET NORTH-NORTHEAST OF A 24 INCH
 DF1949'WALNUT TREE, 5.2 FEET SOUTHWEST OF A 24 INCH OAK TREE, AND 2.9
 DF1949'FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF1949'DISK STAMPED 157-219 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1949'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1949'UNDERGROUND STATION IS A STANDARD DISK STAMPED 157-219
 DF1949'1976, SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.76
 DF1949'METER BELOW THE SURFACE OF THE GROUND.
 DF1949'
 DF1949'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1949'NORTHWESTERLY ALONG U.S. HIGHWAY 78 AND STATE ROUTE 10 FOR 0.25
 DF1949'MILE TO THE MARK ON THE RIGHT.  IT IS LOCATED 48 FEET NORTHEAST
 DF1949'OF THE CENTERLINE OF U.S. HIGHWAY 78 AND STATE ROUTE 10, 153.6
 DF1949'FEET NORTH-NORTHWEST OF THE POINT OF INTERSECTION OF THE
 DF1949'CENTERLINES OF THE HIGHWAY AND A DRIVEWAY TO THE NORTHEAST,
 DF1949'225.7 FEET EAST-SOUTHEAST OF THE POINT OF INTERSECTION OF THE
 DF1949'CENTERLINES OF THE HIGHWAY AND ANOTHER DRIVEWAY TO THE
 DF1949'NORTHEAST OPPOSITE THE BENNETT IMPLEMENT COMPANY, 145.4 FEET
 DF1949'SOUTH OF A POWER POLE, 91.3 FEET NORTHEAST OF A POWER POLE
 DF1949'ON THE SOUTHWEST SIDE OF THE HIGHWAY, AND 2.4 FEET SOUTHWEST OF
 DF1949'A WITNESS POST SET AT AN 8 STRAND BARBED WIRE FENCELINE.  IT IS
 DF1949'A STANDARD DISK STAMPED 157-219 1976 AZMK, SET IN THE TOP
 DF1949'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1949'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1955 ***********************************************************************
 DF1955  DESIGNATION -  BV 157 220
 DF1955  PID         -  DF1955
 DF1955  STATE/COUNTY-  GA/WILKES
 DF1955  USGS QUAD   -  CELESTE (1971)
 DF1955
 DF1955                         *CURRENT SURVEY CONTROL
 DF1955  ___________________________________________________________________
 DF1955* NAD 83(1994)-  33 46 55.22349(N)    082 51 26.53357(W)     ADJUSTED  
 DF1955* NAVD 88     -       199.     (meters)     653.     (feet)  VERTCON   
 DF1955  ___________________________________________________________________
 DF1955  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DF1955  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF1955
 DF1955  HORZ ORDER  -  SECOND
 DF1955
 DF1955.The horizontal coordinates were established by classical geodetic methods
 DF1955.and adjusted by the National Geodetic Survey in September 1997..
 DF1955
 DF1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1955
 DF1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1955
 DF1955.The geoid height was determined by GEOID03.
 DF1955
 DF1955;                    North         East     Units Scale Factor Converg.
 DF1955;SPC GA E     -   419,540.573   136,032.742   MT  0.99995043   -0 23 02.6
 DF1955;SPC GA E     - 1,376,442.70    446,300.75   sFT  0.99995043   -0 23 02.6
 DF1955;UTM  17      - 3,739,535.960   328,027.368   MT  0.99996460   -1 01 58.9
 DF1955
 DF1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1955!SPC GA E     -   0.99997330  x   0.99995043  =   0.99992373
 DF1955!UTM  17      -   0.99997330  x   0.99996460  =   0.99993790
 DF1955
 DF1955|---------------------------------------------------------------------|
 DF1955| PID    Reference Object                     Distance      Geod. Az  |
 DF1955|                                                           dddmmss.s |
 DF1955| DF1956 BV 157 220 GADT 1976 PTA             21.434 METERS 25959     |
 DF1955| DF2981 BV 157 220 AZ MK                                   2781723.6 |
 DF1955|---------------------------------------------------------------------|
 DF1955
 DF1955                          SUPERSEDED SURVEY CONTROL
 DF1955
 DF1955  NAD 83(1986)-  33 46 55.22984(N)    082 51 26.53170(W) AD(       ) 2
 DF1955  NAD 27      -  33 46 54.77872(N)    082 51 26.99742(W) AD(       ) 2
 DF1955  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 DF1955
 DF1955.Superseded values are not recommended for survey control.
 DF1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1955.See file dsdata.txt to determine how the superseded data were derived.
 DF1955
 DF1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2802739536(NAD 83)
 DF1955_MARKER: DD = SURVEY DISK
 DF1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1955
 DF1955  HISTORY     - Date     Condition        Report By
 DF1955  HISTORY     - 1976     MONUMENTED       GADT
 DF1955
 DF1955                          STATION DESCRIPTION
 DF1955
 DF1955'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1955'THE STATION IS LOCATED APPROXIMATELY 2-1/2 MILES EAST OF RAYLE,
 DF1955'7-1/4 MILES WEST-NORTHWEST OF WASHINGTON, AND 8-3/4 MILES SOUTHWEST
 DF1955'OF TIGNALL ON STATE RIGHT OF WAY.
 DF1955'
 DF1955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1955'(STATE ROUTE 10 LOOP) STATE ROUTE 17, AND STATE ROUTE 44 IN
 DF1955'WASHINGTON, GO WEST ALONG U.S. HIGHWAY 78 (STATE ROUTE 10 LOOP)
 DF1955'FOR 3.05 MILES TO THE JUNCTION OF STATE ROUTE 10 (U.S. HIGHWAY
 DF1955'78 BUS) REVERSE FORKING TO THE LEFT.  CONTINUE GOING WEST ALONG
 DF1955'U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 3.1 MILES TO THE JUNCTION
 DF1955'OF CLARK ROAD (COUNTY ROAD 91444) TO THE RIGHT.  CONTINUE GOING
 DF1955'WEST ALONG U.S. HIGHWAY 78 FOR 1.4 MILES TO THE JUNCTION OF
 DF1955'COUNTY ROAD 64 TO THE LEFT.  CONTINUE GOING WEST ALONG U.S.
 DF1955'HIGHWAY 78 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 DF1955'
 DF1955'THE STATION IS LOCATED 42 FEET NORTH OF THE CENTERLINE OF
 DF1955'U.S. HIGHWAY 78, 51.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 DF1955'AN OLD FRAME HOUSE, 31.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DF1955'CORNER OF THE HOUSE, 10.0 FEET WEST-SOUTHWEST OF THE
 DF1955'SOUTHEASTERN CORNER OF A FENCE, 197.0 FEET WEST-NORTHWEST OF A
 DF1955'TELEPHONE POLE ON THE SOUTH SIDE OF THE HIGHWAY, AND 7.0 FEET
 DF1955'SOUTH OF A WITNESS POST SET AT THE FENCELINE.  IT IS A STANDARD
 DF1955'BRASS DISK STAMPED 157-220 1976, SET IN THE TOP OF A 10 INCH
 DF1955'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1955'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK STAMPED
 DF1955'157-220 1976, SET IN AN IRREGULAR MASS OF CONCRETE
 DF1955'APPROXIMATELY 0.79 METER BELOW THE SURFACE OF THE GROUND.
 DF1955'
 DF1955'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING WEST
 DF1955'ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.35 MILE TO THE MARK
 DF1955'ON THE LEFT.  IT IS LOCATED 22 FEET SOUTH OF THE CENTERLINE OF
 DF1955'U.S. HIGHWAY 78, 163.6 FEET EAST OF AN UNDERGROUND TELEPHONE CABLE
 DF1955'PEDESTAL, 70.0 FEET WEST-NORTHWEST OF A POWER POLE WITH A
 DF1955'TRANSFORMER, 15.4 FEET NORTHEAST OF A 10 INCH CEDAR TREE, AND
 DF1955'4.0 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISK STAMPED
 DF1955'157-220 1976 AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1955'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1882 ***********************************************************************
 DF1882  DESIGNATION -  BV 157 221
 DF1882  PID         -  DF1882
 DF1882  STATE/COUNTY-  GA/WILKES
 DF1882  USGS QUAD   -  WASHINGTON EAST (1987)
 DF1882
 DF1882                         *CURRENT SURVEY CONTROL
 DF1882  ___________________________________________________________________
 DF1882* NAD 83(1994)-  33 39 08.04953(N)    082 38 27.10784(W)     ADJUSTED  
 DF1882* NAVD 88     -       146.     (meters)     479.     (feet)  VERTCON   
 DF1882  ___________________________________________________________________
 DF1882  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DF1882  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DF1882
 DF1882  HORZ ORDER  -  SECOND
 DF1882
 DF1882.The horizontal coordinates were established by classical geodetic methods
 DF1882.and adjusted by the National Geodetic Survey in September 1997..
 DF1882
 DF1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1882
 DF1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1882
 DF1882.The geoid height was determined by GEOID03.
 DF1882
 DF1882;                    North         East     Units Scale Factor Converg.
 DF1882;SPC GA E     -   405,034.682   156,017.933   MT  0.99992384   -0 15 46.0
 DF1882;SPC GA E     - 1,328,851.29    511,868.84   sFT  0.99992384   -0 15 46.0
 DF1882;UTM  17      - 3,724,805.217   347,847.035   MT  0.99988541   -0 54 34.1
 DF1882
 DF1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1882!SPC GA E     -   0.99998161  x   0.99992384  =   0.99990546
 DF1882!UTM  17      -   0.99998161  x   0.99988541  =   0.99986703
 DF1882
 DF1882:                Primary Azimuth Mark                     Grid Az
 DF1882:SPC GA E     -  BV 157 221 AZ MK                         048 45 21.1
 DF1882:UTM  17      -  BV 157 221 AZ MK                         049 24 09.2
 DF1882
 DF1882|---------------------------------------------------------------------|
 DF1882| PID    Reference Object                     Distance      Geod. Az  |
 DF1882|                                                           dddmmss.s |
 DF1882| DF2982 BV 157 221 AZ MK                                   0482935.1 |
 DF1882| DF1883 BV 157 221 GADT 1976 PTA             24.464 METERS 34920     |
 DF1882|---------------------------------------------------------------------|
 DF1882
 DF1882                          SUPERSEDED SURVEY CONTROL
 DF1882
 DF1882  NAD 83(1986)-  33 39 08.05539(N)    082 38 27.10510(W) AD(       ) 2
 DF1882  NAD 27      -  33 39 07.58275(N)    082 38 27.61729(W) AD(       ) 2
 DF1882  NGVD 29 (07/19/86)  146.     (m)          479.     (f) VERT ANG       
 DF1882
 DF1882.Superseded values are not recommended for survey control.
 DF1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1882.See file dsdata.txt to determine how the superseded data were derived.
 DF1882
 DF1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4784724805(NAD 83)
 DF1882_MARKER: DD = SURVEY DISK
 DF1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1882
 DF1882  HISTORY     - Date     Condition        Report By
 DF1882  HISTORY     - 1976     MONUMENTED       GADT
 DF1882
 DF1882                          STATION DESCRIPTION
 DF1882
 DF1882'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1882'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH-SOUTHWEST OF
 DF1882'AONIA, 8-1/4 MILES SOUTHEAST OF WASHINGTON, AND 8-3/4 MILES
 DF1882'NORTHEAST OF RAYTOWN ON COUNTY RIGHT OF WAY.
 DF1882'
 DF1882'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 (STATE
 DF1882'ROUTES 10 AND 17) AND US HIGHWAY 378 (STATE ROUTE 47) IN
 DF1882'WASHINGTON, GO SOUTHEAST ALONG US HIGHWAY 78 (STATE ROUTES 10
 DF1882'AND 17) FOR 2.35 MILES TO THE JUNCTION OF STATE ROUTE 80 TO THE
 DF1882'RIGHT. TURN RIGHT GOING SOUTH ALONG STATE ROUTE 80 FOR 3.75
 DF1882'MILES TO THE JUNCTION OF BETHLEHEM CHURCH ROAD (COUNTY ROAD
 DF1882'92514) TO THE LEFT. TURN LEFT GOING EASTERLY ALONG BETHLEHEM
 DF1882'CHURCH ROAD FOR 2.3 MILES TO THE STATION ON THE RIGHT.
 DF1882'
 DF1882'THE STATION IS LOCATED 36 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 DF1882'OF BETHLEHEM CHURCH ROAD, 60.3 FEET WEST-NORTHWEST OF A POWER
 DF1882'POLE, 73.0 FEET NORTHEAST OF THE CORNER POST OF A FENCE, 95 FEET
 DF1882'EAST-NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 DF1882'OF COUNTY ROAD 92514, AND A DIRT DRIVEWAY TO THE SOUTH, 15.5
 DF1882'FEET NORTH-NORTHWEST OF A FENCE LINE, AND 3.0 FEET NORTH-
 DF1882'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK
 DF1882'STAMPED---157-221 1976---, SET IN THE TOP OF A 10 INCH
 DF1882'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1882'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1882'STAMPED---157-221 1976---,
 DF1882'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 DF1882'0.84 METER BELOW THE SURFACE OF THE GROUND.
 DF1882'
 DF1882'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1882'NORTHEAST ALONG BETHLEHEM CHURCH ROAD FOR 0.2 MILE TO THE
 DF1882'JUNCTION OF A FIELD ROAD TO THE LEFT. TURN LEFT GOING WESTERLY
 DF1882'ALONG THE FIELD ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 DF1882'RIGHT. IT IS LOCATED 149 FEET NORTHWEST OF THE CENTERLINE OF
 DF1882'BETHLEHEM CHURCH ROAD, 7 FEET NORTH OF THE CENTERLINE OF THE
 DF1882'FIELD ROAD, 22.4 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 DF1882'OF A CORN CRIB, 3.0 FEET WEST OF THE WESTERN MOST END OF A 150
 DF1882'FOOT LONG FENCE ON THE NORTH SIDE OF THE FIELD ROAD, 310.0
 DF1882'FEET WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL
 DF1882'ON THE SOUTHEAST SIDE OF BETHLEHEM CHURCH ROAD, AND 2.2
 DF1882'FEET WEST OF A WITNESS POST.  IT IS A STANDARD DISK
 DF1882'STAMPED---157-221 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 DF1882'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1882'GROUND.
 DF1882'
 DF1882'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1854 ***********************************************************************
 DF1854  DESIGNATION -  BV 157 222
 DF1854  PID         -  DF1854
 DF1854  STATE/COUNTY-  GA/WILKES
 DF1854  USGS QUAD   -  AONIA (1981)
 DF1854
 DF1854                         *CURRENT SURVEY CONTROL
 DF1854  ___________________________________________________________________
 DF1854* NAD 83(1994)-  33 39 34.35919(N)    082 34 21.97902(W)     ADJUSTED  
 DF1854* NAVD 88     -       154.3    (meters)     506.     (feet)  VERTCON   
 DF1854  ___________________________________________________________________
 DF1854  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DF1854  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DF1854
 DF1854  HORZ ORDER  -  SECOND
 DF1854
 DF1854.The horizontal coordinates were established by classical geodetic methods
 DF1854.and adjusted by the National Geodetic Survey in September 1997..
 DF1854
 DF1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1854
 DF1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1854
 DF1854.The geoid height was determined by GEOID03.
 DF1854
 DF1854;                    North         East     Units Scale Factor Converg.
 DF1854;SPC GA E     -   405,818.324   162,336.681   MT  0.99991748   -0 13 30.3
 DF1854;SPC GA E     - 1,331,422.28    532,599.59   sFT  0.99991748   -0 13 30.3
 DF1854;UTM  17      - 3,725,517.455   354,173.929   MT  0.99986216   -0 52 18.7
 DF1854
 DF1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1854!SPC GA E     -   0.99998030  x   0.99991748  =   0.99989778
 DF1854!UTM  17      -   0.99998030  x   0.99986216  =   0.99984246
 DF1854
 DF1854|---------------------------------------------------------------------|
 DF1854| PID    Reference Object                     Distance      Geod. Az  |
 DF1854|                                                           dddmmss.s |
 DF1854| DF2985 BV 157 222 RM 2                      29.182 METERS 15628     |
 DF1854| DF2983 BV 157 222 AZ MK                                   3362022.8 |
 DF1854| DF2984 BV 157 222 RM 1                      28.717 METERS 35253     |
 DF1854|---------------------------------------------------------------------|
 DF1854
 DF1854                          SUPERSEDED SURVEY CONTROL
 DF1854
 DF1854  NAD 83(1986)-  33 39 34.36490(N)    082 34 21.97625(W) AD(       ) 2
 DF1854  NAD 27      -  33 39 33.89292(N)    082 34 22.49513(W) AD(       ) 2
 DF1854  NGVD 29 (07/19/86)  154.5    (m)          507.     (f) VERT ANG       
 DF1854
 DF1854.Superseded values are not recommended for survey control.
 DF1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1854.See file dsdata.txt to determine how the superseded data were derived.
 DF1854
 DF1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5417425517(NAD 83)
 DF1854_MARKER: DD = SURVEY DISK
 DF1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1854
 DF1854  HISTORY     - Date     Condition        Report By
 DF1854  HISTORY     - 1976     MONUMENTED       GADT
 DF1854
 DF1854                          STATION DESCRIPTION
 DF1854
 DF1854'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1854'THE STATION IS LOCATED APPROXIMATELY 3-1/4 MILES EAST-SOUTHEAST
 DF1854'OF AONIA, 4-3/4 MILES WEST-SOUTHWEST OF AMITY, AND 7-3/4 MILES
 DF1854'SOUTH-SOUTHEAST OF METASVILLE ON THE PROPERTY OF CONTINENTAL
 DF1854'CAN COMPANY.
 DF1854'
 DF1854'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 (STATE
 DF1854'ROUTE 17) AND US HIGHWAY 378 (STATE ROUTE 47) IN WASHINGTON, GO
 DF1854'SOUTHEAST ALONG US HIGHWAY 78 (STATE ROUTE 17) FOR 2.3 MILES TO
 DF1854'THE JUNCTION OF STATE ROUTE 80 TO THE RIGHT. CONTINUE GOING
 DF1854'SOUTHEAST ALONG US HIGHWAY 78 (STATE ROUTE 17) FOR 4.2 MILES
 DF1854'TO THE JUNCTION OF PAVED AONIA ROAD (COUNTY ROAD 92514) TO THE
 DF1854'LEFT.  CONTINUE GOING SOUTHEAST ALONG US HIGHWAY 78 (STATE
 DF1854'ROUTE 17) FOR 0.2 MILE TO THE JUNCTION OF COUNTY ROAD 10 TO THE
 DF1854'LEFT.  TURN LEFT GOING EAST ALONG COUNTY ROAD 10 FOR 1.55 MILE
 DF1854'TO A BRIDGE OVER UPTON CREEK. CONTINUE GOING EAST ALONG
 DF1854'COUNTY ROAD 10 FOR 0.45 MILE TO A BRIDGE OVER A TRIBUTARY OF
 DF1854'UPTON CREEK.  CONTINUE GOING EAST ALONG COUNTY ROAD 10 FOR
 DF1854'1.0 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE GOING
 DF1854'EAST ALONG COUNTY ROAD 10 FOR 0.3 MILE TO THE JUNCTION OF A
 DF1854'TRACK FIELD ROAD TO THE RIGHT AND A FENCELINE GAP ON THE
 DF1854'RIGHT. TURN RIGHT GOING ALONG THE TRACK ROAD TO AN IMMEDIATE
 DF1854'FORK. TAKE THE LEFT FORK GOING ALONG THE TRACK ROAD FOR 0.1
 DF1854'MILE TO THE NORTHERN EDGE OF A FIELD AND THE STATION ON
 DF1854'THE RIGHT.
 DF1854'
 DF1854'THE STATION IS LOCATED 38 FEET WEST OF THE PROJECTED CENTERLINE
 DF1854'OF THE FIELD TRACK ROAD CENTERLINE PROJECTED IN THE FIELD, 137.6
 DF1854'FEET NORTH OF A 10 INCH OAK TREE ON THE WOODS LINE ON THE
 DF1854'SOUTHERN EDGE OF THE FIELD ON THE WEST SIDE OF THE WOODS ROAD,
 DF1854'111.0 FEET EAST-SOUTHEAST OF A 12 INCH OAK TREE IN THE FIELD,
 DF1854'137.5 FEET NORTH-NORTHWEST OF A 14 INCH PINE TREE ON THE WOODS
 DF1854'LINE ON THE SOUTHERN EDGE OF THE FIELD ON THE EAST SIDE OF THE
 DF1854'WOODS ROAD, AND 2.0 FEET NORTH OF A WITNESS POST. IT IS A
 DF1854'STANDARD BRASS DISK STAMPED---157-222 1976---, SET IN THE TOP
 DF1854'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1854'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A STANDARD
 DF1854'DISK STAMPED---157-222 1976---, SET IN AN IRREGULAR MASS
 DF1854'OF CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE
 DF1854'GROUND.
 DF1854'
 DF1854'RM 1 IS LOCATED 43.5 FEET WEST OF THE CENTER LINE OF THE TRACK
 DF1854'ROAD, 113.6 FEET NORTHEAST OF THE 12 INCH OAK TREE IN THE FIELD,
 DF1854'76.9 FEET NORTHWEST OF AN 8 INCH PINE TREE AT THE SOUTHERN TIP
 DF1854'OF A STRIP OF TREES ON THE WEST SIDE OF THE WOODS ROAD, 231.1
 DF1854'FEET NORTH OF THE 10 INCH OAK TREE ON THE SOUTHERN EDGE OF THE
 DF1854'FIELD, AND 2.0 FEET WEST OF A WITNESS POST. IT IS A STANDARD
 DF1854'DISK STAMPED---157-222 1976 RM1---, SET IN THE TOP OF A 10 INCH
 DF1854'CYLINDRICAL CONCRETE POST 6 INCHES ABOVE THE SURFACE OF THE
 DF1854'GROUND.
 DF1854'
 DF1854'RM 2 IS LOCATED 65.7 FEET EAST-NORTHEAST OF THE 10 INCH OAK
 DF1854'TREE ON THE SOUTHERN EDGE OF THE FIELD, 50.7 FEET NORTHEAST OF
 DF1854'THE 14 INCH PINE TREE ON THE SOUTHERN EDGE OF THE FIELD, 187.0
 DF1854'FEET SOUTHEAST OF THE 12 INCH OAK TREE IN THE FIELD, 112.0 FEET
 DF1854'SOUTHEAST OF THE 8 INCH PINE TREE AT THE SOUTHERN TIP OF TREES
 DF1854'WEST OF THE WOODS ROAD, AND 2.6 FEET NORTH OF A WITNESS POST.
 DF1854'IT IS A STANDARD DISK STAMPED---157-222 1976 RM2---, SET IN THE
 DF1854'TOP OF A 10 INCH CYLINDIRCAL CONCRETE POST 5 INCHES ABOVE THE
 DF1854'SURFACE OF THE GROUND.
 DF1854'
 DF1854'THE AZIMUTH MARK IS LOCATED 15 FEET NORTHEAST OF THE CENTERLINE
 DF1854'OF COUNTY ROAD 10, 65.0 FEET SOUTHEAST OF A 8 INCH OAK TREE,
 DF1854'71.8 FEET SOUTHWEST OF AN 8 INCH SWEET GUM TREE, 110.5 FEET
 DF1854'WEST OF A 6 INCH PINE TREE, 31.0 FEET NORTHWEST OF AN 18 INCH
 DF1854'OAK TREE, AND 2.0 FEET NORTHEAST OF A WITNESS POST. IT IS A
 DF1854'STANDARD DISK STAMPED---157-222 1976 AZMK---, SET IN THE TOP OF
 DF1854'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1854'OF THE GROUND.
 DF1854'
 DF1854'HEIGHT OF LIGHT ABOVE MARK 1.5 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1848 ***********************************************************************
 DF1848  DESIGNATION -  BV 157 223
 DF1848  PID         -  DF1848
 DF1848  STATE/COUNTY-  GA/WILKES
 DF1848  USGS QUAD   -  AONIA (1981)
 DF1848
 DF1848                         *CURRENT SURVEY CONTROL
 DF1848  ___________________________________________________________________
 DF1848* NAD 83(1994)-  33 40 53.22752(N)    082 31 09.77323(W)     ADJUSTED  
 DF1848* NAVD 88     -       151.     (meters)     495.     (feet)  VERTCON   
 DF1848  ___________________________________________________________________
 DF1848  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DF1848  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DF1848
 DF1848  HORZ ORDER  -  SECOND
 DF1848
 DF1848.The horizontal coordinates were established by classical geodetic methods
 DF1848.and adjusted by the National Geodetic Survey in September 1997..
 DF1848
 DF1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1848
 DF1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1848
 DF1848.The geoid height was determined by GEOID03.
 DF1848
 DF1848;                    North         East     Units Scale Factor Converg.
 DF1848;SPC GA E     -   408,229.868   167,296.581   MT  0.99991318   -0 11 44.2
 DF1848;SPC GA E     - 1,339,334.16    548,872.20   sFT  0.99991318   -0 11 44.2
 DF1848;UTM  17      - 3,727,872.695   359,160.433   MT  0.99984454   -0 50 33.9
 DF1848
 DF1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1848!SPC GA E     -   0.99998086  x   0.99991318  =   0.99989404
 DF1848!UTM  17      -   0.99998086  x   0.99984454  =   0.99982540
 DF1848
 DF1848:                Primary Azimuth Mark                     Grid Az
 DF1848:SPC GA E     -  BV 157 223 AZ MK                         192 51 14.8
 DF1848:UTM  17      -  BV 157 223 AZ MK                         193 30 04.5
 DF1848
 DF1848|---------------------------------------------------------------------|
 DF1848| PID    Reference Object                     Distance      Geod. Az  |
 DF1848|                                                           dddmmss.s |
 DF1848| DF2986 BV 157 223 AZ MK                                   1923930.6 |
 DF1848| DF1849 BV 157 223 GADT 1976 PTA             20.034 METERS 23611     |
 DF1848|---------------------------------------------------------------------|
 DF1848
 DF1848                          SUPERSEDED SURVEY CONTROL
 DF1848
 DF1848  NAD 83(1986)-  33 40 53.23269(N)    082 31 09.76968(W) AD(       ) 2
 DF1848  NAD 27      -  33 40 52.76263(N)    082 31 10.30021(W) AD(       ) 2
 DF1848  NGVD 29 (07/19/86)  151.     (m)          495.     (f) VERT ANG       
 DF1848
 DF1848.Superseded values are not recommended for survey control.
 DF1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1848.See file dsdata.txt to determine how the superseded data were derived.
 DF1848
 DF1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT5916027873(NAD 83)
 DF1848_MARKER: DD = SURVEY DISK
 DF1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1848
 DF1848  HISTORY     - Date     Condition        Report By
 DF1848  HISTORY     - 1976     MONUMENTED       GADT
 DF1848
 DF1848                          STATION DESCRIPTION
 DF1848
 DF1848'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1848'THE STATION IS LOCATED APPROXIMATELY 1-3/4 MILES WEST OF AMITY,
 DF1848'4-3/4 MILES WEST-SOUTHWEST OF WOODLAWN, AND 8 MILES SOUTH-
 DF1848'SOUTHWEST OF LINCOLNTON ON COUNTY RIGHT OF WAY.
 DF1848'
 DF1848'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 (STATE
 DF1848'ROUTE 17) AND US HIGHWAY 378 (STATE ROUTE 47) IN WASHINGTON GO
 DF1848'SOUTHEAST ALONG US HIGHWAY 78 (STATE ROUTE 17) FOR 2.3 MILES TO
 DF1848'THE JUNCTION OF STATE ROUTE 80 TO THE RIGHT.  CONTINUE GOING
 DF1848'SOUTHEAST ALONG US HIGHWAY 78 FOR 4.2 MILES TO THE JUNCTION OF
 DF1848'AONIA ROAD (COUNTY ROAD 92514) TO THE LEFT.  TURN LEFT GOING
 DF1848'NORTH ALONG AONIA ROAD FOR 2.95 MILES TO THE JUNCTION OF PAVED
 DF1848'COUNTY ROAD 7 TO THE RIGHT AT AN OFFSET CROSSROAD.  TURN RIGHT
 DF1848'GOING EAST ALONG PAVED COUNTY ROAD 7 FOR 2.65 MILES TO ITS
 DF1848'TERMINATION AT THE JUNCTION OF COUNTY ROAD 91446 CROSSING.
 DF1848'TURN RIGHT GOING SOUTHEAST ALONG COUNTY ROAD 91446 FOR 2.3
 DF1848'MILES TO THE JUNCTION OF PAVED COUNTY ROAD 2 TO THE RIGHT.
 DF1848'TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 2 FOR 0.3 MILE TO
 DF1848'THE STATION ON THE LEFT.
 DF1848'
 DF1848'THE STATION IS LOCATED 41 FEET EAST OF THE CENTERLINE OF COUNTY
 DF1848'ROAD 2, 87.9 FEET EAST-SOUTHEAST OF THE SOUTHERN MOST PULL POST
 DF1848'OF A SINGLE BRACE ON A FENCELINE ON THE WEST SIDE OF THE ROAD,
 DF1848'9.7 FEET WEST-NORTHWEST OF A 12 INCH PINE TREE, 39.4 FEET NORTH-
 DF1848'NORTHWEST OF A 4 INCH CEDAR TREE ON A FENCELINE, 84.8 FEET
 DF1848'SOUTHWEST OF ANOTHER 4 INCH CEDAR TREE ON THE FENCELINE, 199.4
 DF1848'FEET SOUTH-SOUTHWEST OF A 10 INCH CEDAR TREE ON THE FENCELINE,
 DF1848'AND 3.0 FEET WEST OF A WITNESS POST.  IT IS A STANDARD BRASS
 DF1848'DISK STAMPED---157-223 1976---, SET IN THE TOP OF A 10 INCH
 DF1848'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1848'GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1848'STAMPED---157-223 1976---, SET IN AN IRREGULAR MASS OF
 DF1848'CONCRETE ABOUT 0.78 METER BELOW THE SURFACE OF THE GROUND.
 DF1848'
 DF1848'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING SOUTH
 DF1848'ALONG COUNTY ROAD 2 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 DF1848'RIGHT. IT IS LOCATED 46 FEET WEST OF THE CENTERLINE OF COUNTY
 DF1848'ROAD 2, 91.1 FEET NORTH-NORTHEAST OF THE NORTHERN MOST END OF AN
 DF1848'18 INCH CONCRETE CULVERT PIPE UNDER A DRIVEWAY TO THE WEST,
 DF1848'115.3 FEET NORTHWEST OF THE NORTHERN MOST PULL POST OF A SINGLE
 DF1848'BRACE IN A FENCELINE ON THE EAST SIDE OF THE ROAD, 100.8 FEET
 DF1848'EAST OF A 24 INCH PECAN TREE, 99.6 FEET SOUTHEAST OF AN 18
 DF1848'INCH PECAN TREE, 11.5 FEET NORTHEAST OF A FENCE CORNER POST,
 DF1848'AND 5.0 FEET EAST-SOUTHEAST OF A WITNESS POST SET AT A
 DF1848'FENCELINE. IT IS A STANDARD DISK STAMPED---157-223 1976
 DF1848'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1848'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1848'
 DF1848'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1901 ***********************************************************************
 DF1901  DESIGNATION -  BV 157 224
 DF1901  PID         -  DF1901
 DF1901  STATE/COUNTY-  GA/WILKES
 DF1901  USGS QUAD   -  WASHINGTON WEST (1986)
 DF1901
 DF1901                         *CURRENT SURVEY CONTROL
 DF1901  ___________________________________________________________________
 DF1901* NAD 83(1994)-  33 41 25.60177(N)    082 48 07.05437(W)     ADJUSTED  
 DF1901* NAVD 88     -       161.     (meters)     528.     (feet)  VERTCON   
 DF1901  ___________________________________________________________________
 DF1901  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DF1901  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DF1901
 DF1901  HORZ ORDER  -  SECOND
 DF1901
 DF1901.The horizontal coordinates were established by classical geodetic methods
 DF1901.and adjusted by the National Geodetic Survey in September 1997..
 DF1901
 DF1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1901
 DF1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1901
 DF1901.The geoid height was determined by GEOID03.
 DF1901
 DF1901;                    North         East     Units Scale Factor Converg.
 DF1901;SPC GA E     -   409,352.533   141,101.987   MT  0.99994275   -0 21 08.7
 DF1901;SPC GA E     - 1,343,017.44    462,932.10   sFT  0.99994275   -0 21 08.7
 DF1901;UTM  17      - 3,729,291.148   332,981.077   MT  0.99994390   -0 59 59.2
 DF1901
 DF1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1901!SPC GA E     -   0.99997924  x   0.99994275  =   0.99992200
 DF1901!UTM  17      -   0.99997924  x   0.99994390  =   0.99992315
 DF1901
 DF1901:                Primary Azimuth Mark                     Grid Az
 DF1901:SPC GA E     -  WASHINGTON E MUN TANK                    052 17 38.5
 DF1901:UTM  17      -  WASHINGTON E MUN TANK                    052 56 29.0
 DF1901
 DF1901|---------------------------------------------------------------------|
 DF1901| PID    Reference Object                     Distance      Geod. Az  |
 DF1901|                                                           dddmmss.s |
 DF1901| DF1887 WASHINGTON E MUN TANK               APPROX. 8.5 KM 0515629.8 |
 DF1901| DF1898 WASHINGTON S MUN TANK               APPROX. 4.9 KM 0584055.6 |
 DF1901| DF1900 BV 157 224 GADT 1976 PTA             26.719 METERS 09200     |
 DF1901| DF2987 BV 157 224 AZ MK                                   2810630.1 |
 DF1901|---------------------------------------------------------------------|
 DF1901
 DF1901                          SUPERSEDED SURVEY CONTROL
 DF1901
 DF1901  NAD 83(1986)-  33 41 25.60813(N)    082 48 07.05240(W) AD(       ) 2
 DF1901  NAD 27      -  33 41 25.14209(N)    082 48 07.53035(W) AD(       ) 2
 DF1901  NGVD 29 (07/19/86)  161.     (m)          528.     (f) VERT ANG       
 DF1901
 DF1901.Superseded values are not recommended for survey control.
 DF1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1901.See file dsdata.txt to determine how the superseded data were derived.
 DF1901
 DF1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3298129291(NAD 83)
 DF1901_MARKER: DD = SURVEY DISK
 DF1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1901
 DF1901  HISTORY     - Date     Condition        Report By
 DF1901  HISTORY     - 1976     MONUMENTED       GADT
 DF1901
 DF1901                          STATION DESCRIPTION
 DF1901
 DF1901'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1901'THE STATION IS LOCATED APPROXIMATELY 4-3/4 MILES SOUTH-SOUTHWEST
 DF1901'OF WASHINGTON, 8-3/4 MILES SOUTHEAST OF RAYLE, AND 10-3/4 MILES
 DF1901'EAST OF PHILOMATH ON STATE RIGHT OF WAY.
 DF1901'
 DF1901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78
 DF1901'BUSINESS (STATE ROUTE 10, STATE ROUTE 44) AND STATE ROUTE 47, GO
 DF1901'WEST ALONG U.S. HIGHWAY 78 BUSINESS (STATE ROUTE 10, STATE ROUTE
 DF1901'44) FOR 0.55 MILE TO THE JUNCTION OF STATE ROUTE 44 TO THE
 DF1901'LEFT.  TURN LEFT, GOING SOUTHWEST ALONG STATE ROUTE 44 FOR 1.3
 DF1901'MILES TO THE GEORGIA STATE PATROL HEADQUARTERS ON THE
 DF1901'RIGHT.  CONTINUE GOING SOUTHWEST ALONG STATE ROUTE 44 FOR 2.5
 DF1901'MILES TO THE NORTH END OF A BRIDGE OVER BEAVERDAM CREEK.  CONTINUE
 DF1901'GOING SOUTHWEST ALONG STATE ROUTE 44 FOR 0.8 MILE TO TWIN
 DF1901'SILOS ON THE RIGHT AND THE STATION ON THE LEFT.
 DF1901'
 DF1901'THE STATION IS LOCATED 48 FEET SOUTH OF THE CENTERLINE OF STATE
 DF1901'ROUTE 44, 61.5 FEET WEST OF A TELEPHONE POLE, 125.7 FEET SOUTHEAST
 DF1901'OF AN OBLIQUE FENCE CORNER ON THE NORTH SIDE OF THE HIGHWAY AT A
 DF1901'DRIVEWAY TO THE NORTHWEST TO A METAL BUILDING, 129.0 FEET SOUTH
 DF1901'OF AN 8 INCH TWIN SWEET GUM TREE ON THE NORTH SIDE OF THE
 DF1901'HIGHWAY, AND 2.5 FEET NORTH OF A WITNESS POST AND A FENCELINE.
 DF1901'IT IS A STANDARD BRASS DISK STAMPED 157-224 1976, SET IN THE
 DF1901'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1901'SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A STANDARD
 DF1901'DISK STAMPED 157-224 1976, SET IN AN IRREGULAR MASS OF
 DF1901'CONCRETE APPROXIMATELY 0.76 METER BELOW THE SURFACE OF THE
 DF1901'GROUND.
 DF1901'
 DF1901'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE GOING
 DF1901'SOUTHWEST ALONG STATE ROUTE 44 FOR 0.15 MILE TO THE MARK ON THE
 DF1901'RIGHT.  IT IS LOCATED 47 FEET NORTH OF THE CENTERLINE OF STATE
 DF1901'ROUTE 44, 150 FEET EAST-NORTHEAST OF THE POINT OF INTERSECTION OF
 DF1901'THE CENTERLINES OF STATE ROUTE 44 AND DIRT COUNTY ROAD 43 TO THE
 DF1901'SOUTH, 13.0 FEET EAST-SOUTHEAST OF A FENCE CORNER POST, 69.6
 DF1901'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 187.2 FEET SOUTH OF A
 DF1901'POWER POLE WITH TWO TRANSFORMERS, AND 2.7 FEET SOUTH-SOUTHWEST
 DF1901'OF A WITNESS POST SET AT A FENCELINE.  IT IS A STANDARD DISK
 DF1901'STAMPED 157-224 1976 AZMK, SET IN THE TOP OF A 10 INCH
 DF1901'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1901'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1896 ***********************************************************************
 DF1896  DESIGNATION -  BV 157 225
 DF1896  PID         -  DF1896
 DF1896  STATE/COUNTY-  GA/WILKES
 DF1896  USGS QUAD   -  WASHINGTON WEST (1986)
 DF1896
 DF1896                         *CURRENT SURVEY CONTROL
 DF1896  ___________________________________________________________________
 DF1896* NAD 83(1994)-  33 42 09.59245(N)    082 45 17.87193(W)     ADJUSTED  
 DF1896* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 DF1896  ___________________________________________________________________
 DF1896  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DF1896  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DF1896
 DF1896  HORZ ORDER  -  SECOND
 DF1896
 DF1896.The horizontal coordinates were established by classical geodetic methods
 DF1896.and adjusted by the National Geodetic Survey in September 1997..
 DF1896
 DF1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1896
 DF1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1896
 DF1896.The geoid height was determined by GEOID03.
 DF1896
 DF1896;                    North         East     Units Scale Factor Converg.
 DF1896;SPC GA E     -   410,681.981   145,466.688   MT  0.99993665   -0 19 35.2
 DF1896;SPC GA E     - 1,347,379.13    477,251.96   sFT  0.99993665   -0 19 35.2
 DF1896;UTM  17      - 3,730,571.184   337,360.501   MT  0.99992610   -0 58 26.5
 DF1896
 DF1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1896!SPC GA E     -   0.99997627  x   0.99993665  =   0.99991292
 DF1896!UTM  17      -   0.99997627  x   0.99992610  =   0.99990237
 DF1896
 DF1896:                Primary Azimuth Mark                     Grid Az
 DF1896:SPC GA E     -  BV 157 225 AZ MK                         025 40 16.0
 DF1896:UTM  17      -  BV 157 225 AZ MK                         026 19 07.3
 DF1896
 DF1896|---------------------------------------------------------------------|
 DF1896| PID    Reference Object                     Distance      Geod. Az  |
 DF1896|                                                           dddmmss.s |
 DF1896| DF2988 BV 157 225 AZ MK                                   0252040.8 |
 DF1896| DF1889 WASHINGTON                          APPROX. 4.4 KM 0260000.8 |
 DF1896| DF1895 BV 157 225 GADT 1976 PTA             22.328 METERS 06906     |
 DF1896|---------------------------------------------------------------------|
 DF1896
 DF1896                          SUPERSEDED SURVEY CONTROL
 DF1896
 DF1896  NAD 83(1986)-  33 42 09.59878(N)    082 45 17.86996(W) AD(       ) 2
 DF1896  NAD 27      -  33 42 09.13293(N)    082 45 18.35315(W) AD(       ) 2
 DF1896  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 DF1896
 DF1896.Superseded values are not recommended for survey control.
 DF1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1896.See file dsdata.txt to determine how the superseded data were derived.
 DF1896
 DF1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3736130571(NAD 83)
 DF1896_MARKER: DD = SURVEY DISK
 DF1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1896
 DF1896  HISTORY     - Date     Condition        Report By
 DF1896  HISTORY     - 1976     MONUMENTED       GADT
 DF1896
 DF1896                          STATION DESCRIPTION
 DF1896
 DF1896'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1896'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES SOUTH-SOUTHWEST
 DF1896'OF WASHINGTON, 9-3/4 MILES WEST-SOUTHWEST OF METASVILLE, AND 10
 DF1896'MILES SOUTHEAST OF RAYLE ON THE PROPERTY OF MR. OSBORNE BOUNDS.
 DF1896'
 DF1896'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 10 AND STATE
 DF1896'ROUTE 47 IN WASHINGTON, GO SOUTH ALONG STATE ROUTE 47 FOR 1.8 MILES
 DF1896'TO THE JUNCTION OF PAVED COUNTY ROAD 41 TO THE RIGHT AND PAVED
 DF1896'ANDREW DRIVE TO THE LEFT.  CONTINUE GOING SOUTH ALONG STATE ROUTE
 DF1896'47 FOR 0.6 MILE TO THE JUNCTION OF PAVED HARRIS ROAD TO THE
 DF1896'RIGHT.  TURN RIGHT, GOING WEST ALONG HARRIS ROAD FOR 0.2 MILE
 DF1896'TO THE STATION ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 DF1896'
 DF1896'THE STATION IS LOCATED 617 FEET SOUTH OF THE CENTERLINE OF HARRIS
 DF1896'ROAD, 455 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 98 ON THE
 DF1896'SOUTHEAST SIDE OF A RAILWAY TRACK, 69.0 FEET WEST OF THE
 DF1896'WESTERNMOST POLE OF A PAIR OF POWER POLES SUPPORTING A POWERLINE,
 DF1896'80.8 FEET WEST OF THE EASTERNMOST POLE OF THE PAIR OF POWER
 DF1896'POLES, 3.8 FEET NORTHWEST OF POWER POLE NUMBER 97, AND 2.8 FEET
 DF1896'NORTHWEST OF A WITNESS POST.  IT IS A STANDARD BRASS DISK STAMPED
 DF1896'157-225 1976, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 DF1896'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 DF1896'UNDERGROUND STATION IS A STANDARD DISK STAMPED 157-225 1976, SET
 DF1896'IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.80 METER BELOW
 DF1896'THE SURFACE OF THE GROUND.
 DF1896'
 DF1896'THE AZIMUTH MARK IS LOCATED 37 FEET NORTH-NORTHEAST OF THE
 DF1896'CENTERLINE OF HARRIS ROAD, 117.5 FEET WEST-SOUTHWEST OF A POWER
 DF1896'POLE MARKED A704-65A, 70 FEET EAST OF THE CENTERLINE OF THE
 DF1896'RAILWAY TRACKS, 117.0 FEET EAST-SOUTHEAST OF A POWER POLE ON THE
 DF1896'WEST SIDE OF THE RAILWAY, 16.0 FEET SOUTHEAST OF A POWER POLE
 DF1896'WITH TRANSFORMER ATTACHED, AND 2.0 FEET SOUTH-SOUTHWEST OF A
 DF1896'WITNESS POST.  IT IS A STANDARD DISK STAMPED 157-225 1976
 DF1896'AZMK, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2
 DF1896'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1922 ***********************************************************************
 DF1922  DESIGNATION -  BV 157 226
 DF1922  PID         -  DF1922
 DF1922  STATE/COUNTY-  GA/WILKES
 DF1922  USGS QUAD   -  PHILOMATH (1981)
 DF1922
 DF1922                         *CURRENT SURVEY CONTROL
 DF1922  ___________________________________________________________________
 DF1922* NAD 83(1994)-  33 44 06.61088(N)    082 53 40.47049(W)     ADJUSTED  
 DF1922* NAVD 88     -       195.     (meters)     640.     (feet)  VERTCON   
 DF1922  ___________________________________________________________________
 DF1922  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DF1922  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DF1922
 DF1922  HORZ ORDER  -  SECOND
 DF1922
 DF1922.The horizontal coordinates were established by classical geodetic methods
 DF1922.and adjusted by the National Geodetic Survey in September 1997..
 DF1922
 DF1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1922
 DF1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1922
 DF1922.The geoid height was determined by GEOID03.
 DF1922
 DF1922;                    North         East     Units Scale Factor Converg.
 DF1922;SPC GA E     -   414,369.601   132,550.406   MT  0.99995607   -0 24 15.3
 DF1922;SPC GA E     - 1,359,477.60    434,875.79   sFT  0.99995607   -0 24 15.3
 DF1922;UTM  17      - 3,734,404.640   324,486.657   MT  0.99997977   -1 03 08.8
 DF1922
 DF1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1922!SPC GA E     -   0.99997391  x   0.99995607  =   0.99992998
 DF1922!UTM  17      -   0.99997391  x   0.99997977  =   0.99995368
 DF1922
 DF1922:                Primary Azimuth Mark                     Grid Az
 DF1922:SPC GA E     -  THAXTON                                  275 19 23.0
 DF1922:UTM  17      -  THAXTON                                  275 58 16.5
 DF1922
 DF1922|---------------------------------------------------------------------|
 DF1922| PID    Reference Object                     Distance      Geod. Az  |
 DF1922|                                                           dddmmss.s |
 DF1922| DF1925 THAXTON                             APPROX. 6.8 KM 2745507.7 |
 DF1922| DF2989 BV 157 226 AZ MK                                   3233618.5 |
 DF1922| DF1923 BV 157 226 GADT 1976 PTA             29.489 METERS 33117     |
 DF1922|---------------------------------------------------------------------|
 DF1922
 DF1922                          SUPERSEDED SURVEY CONTROL
 DF1922
 DF1922  NAD 83(1986)-  33 44 06.61725(N)    082 53 40.46901(W) AD(       ) 2
 DF1922  NAD 27      -  33 44 06.16635(N)    082 53 40.93834(W) AD(       ) 2
 DF1922  NGVD 29 (07/19/86)  195.     (m)          640.     (f) VERT ANG       
 DF1922
 DF1922.Superseded values are not recommended for survey control.
 DF1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1922.See file dsdata.txt to determine how the superseded data were derived.
 DF1922
 DF1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2448734405(NAD 83)
 DF1922_MARKER: DD = SURVEY DISK
 DF1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1922
 DF1922  HISTORY     - Date     Condition        Report By
 DF1922  HISTORY     - 1976     MONUMENTED       GADT
 DF1922
 DF1922                          STATION DESCRIPTION
 DF1922
 DF1922'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1922'THE STATION IS LOCATED APPROXIMATELY 3-1/2 MILES SOUTH OF RAYLE,
 DF1922'5-1/2 MILES EAST-NORTHEAST OF PHILOMATH, AND 8-3/4 MILES WEST
 DF1922'OF WASHINGTON ON COUNTY RIGHT OF WAY.
 DF1922'
 DF1922'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RAYLE, GO EAST
 DF1922'ALONG U.S. HIGHWAY 78 (STATE ROUTE 10) FOR 0.05 MILE TO THE JUNCTION
 DF1922'OF PAVED COUNTY ROAD 91091 TO THE RIGHT.  TURN RIGHT, GOING
 DF1922'SOUTHWEST ALONG COUNTY ROAD 91091 FOR 0.6 MILE TO THE JUNCTION OF
 DF1922'PAVED COUNTY ROAD 63 TO THE LEFT.  TURN LEFT, GOING SOUTH ALONG
 DF1922'COUNTY ROAD 63 FOR 0.15 MILE TO ITS TERMINATION AT THE JUNCTION
 DF1922'OF COUNTY ROAD 22 CROSSING.  TURN LEFT, GOING SOUTH ALONG
 DF1922'COUNTY ROAD 22 FOR 3.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DF1922'CONTINUE GOING SOUTH ALONG COUNTY ROAD 22 FOR 0.1 MILE TO THE
 DF1922'JUNCTION OF DIRT COUNTY ROAD 56 REVERSE FORKING TO THE LEFT AND
 DF1922'THE STATION ON THE LEFT.
 DF1922'
 DF1922'THE STATION IS LOCATED 28.5 FEET EAST-NORTHEAST OF THE CENTERLINE
 DF1922'OF COUNTY ROAD 22, 32 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 DF1922'ROAD 56, 51.9 FEET NORTH-NORTHWEST OF A POWER POLE ON THE
 DF1922'SOUTHEAST SIDE OF COUNTY ROAD 56, 87.0 FEET SOUTH-SOUTHWEST OF A
 DF1922'TELEPHONE POLE, 135.0 FEET SOUTH OF A 24 INCH OAK TREE IN FRONT
 DF1922'OF A HOUSE, 75.5 FEET EAST-SOUTHEAST OF THE SOUTHERNMOST AND
 DF1922'LATCH POST OF A GATE LOCATED ON A FENCELINE ON THE WEST SIDE
 DF1922'OF COUNTY ROAD 22, AND 3.5 FEET WEST-SOUTHWEST OF A WITNESS
 DF1922'POST.  IT IS A STANDARD BRASS DISK STAMPED 157-226 1976, SET IN
 DF1922'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW
 DF1922'THE SURFACE OF THE GROUND.  THE UNDERGROUND STATION IS A
 DF1922'STANDARD DISK STAMPED 157-226 1976, SET IN AN IRREGULAR
 DF1922'MASS OF CONCRETE APPROXIMATELY 0.80 METER BELOW THE SURFACE OF
 DF1922'THE GROUND.
 DF1922'
 DF1922'THE AZIMUTH MARK IS LOCATED 28 FEET NORTH-NORTHEAST OF THE
 DF1922'CENTERLINE OF COUNTY ROAD 22, 193.0 FEET WEST OF A POWER POLE,
 DF1922'119.0 FEET SOUTHEAST OF THE SOUTHERNMOST END OF AN 18 INCH STEEL
 DF1922'SIDE DRAIN CULVERT PIPE WITH A FENCELINE CROSSING OVER IT, 160.0
 DF1922'FEET EAST OF A POWER POLE ON THE SOUTHWEST SIDE OF THE ROAD, AND
 DF1922'1.8 FEET SOUTHWEST OF A WITNESS POST SET AT THE FENCELINE.  IT
 DF1922'IS A STANDARD DISK STAMPED 157-226 1976 AZMK, SET IN THE TOP OF
 DF1922'A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE
 DF1922'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1894 ***********************************************************************
 DF1894  DESIGNATION -  BV 157 227
 DF1894  PID         -  DF1894
 DF1894  STATE/COUNTY-  GA/WILKES
 DF1894  USGS QUAD   -  WASHINGTON WEST (1986)
 DF1894
 DF1894                         *CURRENT SURVEY CONTROL
 DF1894  ___________________________________________________________________
 DF1894* NAD 83(1994)-  33 39 09.60493(N)    082 45 06.35622(W)     ADJUSTED  
 DF1894* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 DF1894  ___________________________________________________________________
 DF1894  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DF1894  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DF1894
 DF1894  HORZ ORDER  -  SECOND
 DF1894
 DF1894.The horizontal coordinates were established by classical geodetic methods
 DF1894.and adjusted by the National Geodetic Survey in September 1997..
 DF1894
 DF1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1894
 DF1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1894
 DF1894.The geoid height was determined by GEOID03.
 DF1894
 DF1894;                    North         East     Units Scale Factor Converg.
 DF1894;SPC GA E     -   405,135.295   145,731.810   MT  0.99993630   -0 19 27.3
 DF1894;SPC GA E     - 1,329,181.38    478,121.78   sFT  0.99993630   -0 19 27.3
 DF1894;UTM  17      - 3,725,021.916   337,562.957   MT  0.99992530   -0 58 15.5
 DF1894
 DF1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1894!SPC GA E     -   0.99997995  x   0.99993630  =   0.99991625
 DF1894!UTM  17      -   0.99997995  x   0.99992530  =   0.99990525
 DF1894
 DF1894:                Primary Azimuth Mark                     Grid Az
 DF1894:SPC GA E     -  CLINCHFIELD                              019 31 59.1
 DF1894:UTM  17      -  CLINCHFIELD                              020 10 47.3
 DF1894
 DF1894|---------------------------------------------------------------------|
 DF1894| PID    Reference Object                     Distance      Geod. Az  |
 DF1894|                                                           dddmmss.s |
 DF1894| DF1881 CLINCHFIELD                         APPROX. 3.3 KM 0191231.8 |
 DF1894| DF1897 BV 157 228                          387.772 METERS 28111     |
 DF1894|---------------------------------------------------------------------|
 DF1894
 DF1894                          SUPERSEDED SURVEY CONTROL
 DF1894
 DF1894  NAD 83(1986)-  33 39 09.61109(N)    082 45 06.35426(W) AD(       ) 2
 DF1894  NAD 27      -  33 39 09.13526(N)    082 45 06.84049(W) AD(       ) 2
 DF1894  NGVD 29 (07/19/86)  156.5    (m)          513.     (f) VERT ANG       
 DF1894
 DF1894.Superseded values are not recommended for survey control.
 DF1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1894.See file dsdata.txt to determine how the superseded data were derived.
 DF1894
 DF1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3756325022(NAD 83)
 DF1894_MARKER: DD = SURVEY DISK
 DF1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1894
 DF1894  HISTORY     - Date     Condition        Report By
 DF1894  HISTORY     - 1976     MONUMENTED       GADT
 DF1894
 DF1894                          STATION DESCRIPTION
 DF1894
 DF1894'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1894'THE STATION IS LOCATED APPROXIMATELY
 DF1894'6 MILES SOUTH OF WASHINGTON,
 DF1894'7 MILES NORTH-NORTHEAST OF SHARON, AND 10-3/4 MILES NORTHEAST
 DF1894'OF CRAWFORDVILLE ON THE PROPERTY OF MR. JAMES DRINKARD.
 DF1894'
 DF1894'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 78 BUSINESS
 DF1894'(STATE ROUTE 10), AND STATE ROUTE 47 IN WASHINGTON, GO SOUTH
 DF1894'ALONG STATE ROUTE 47 FOR 5.1 MILES TO THE JUNCTION OF COUNTY ROAD
 DF1894'43 TO THE RIGHT. CONTINUE SOUTHEAST
 DF1894'ALONG STATE ROUTE 47 FOR 0.85
 DF1894'MILE TO THE JUNCTION OF COUNTY ROAD 92514 TO THE LEFT. TURN LEFT
 DF1894'GOING EAST ALONG COUNTY ROAD 92514 FOR 0.75 MILES
 DF1894'TO THE JUNCTION
 DF1894'OF MOORE ROAD (COUNTY ROAD 37). CONTINUE EAST ALONG COUNTY
 DF1894'ROAD 92514 FOR 0.1 MILE TO THE JUNCTION OF A DRIVEWAY TO THE
 DF1894'DRINKARD RESIDENCE TO THE RIGHT. TURN RIGHT GOING SOUTHEAST
 DF1894'ALONG THE DRIVEWAY FOR 0.05 MILE TO THE JUNCTION OF A
 DF1894'TURN-OFF TO THE DRIVEWAY CONTINUING AROUND A LOOP, AND A
 DF1894'CARPORT TO THE RIGHT.  AND THE STATION ON THE LEFT.
 DF1894'
 DF1894'THE STATION IS LOCATED 170 FEET SOUTH OF THE CENTER LINE OF
 DF1894'COUNTY ROAD 92514, 121 FEET EAST OF THE POINT OF INTERSECTION
 DF1894'OF THE CENTER LINES OF THE DRIVEWAY AND THE TURN-OFF TO THE
 DF1894'CARPORT, 58.0 FEET EAST-NORTHEAST OF A 24 INCH PINE TREE IN THE
 DF1894'LOOP OF THE DRIVEWAY, 45.0 FEET NORTH OF THE SOUTHEAST CORNER
 DF1894'OF A TRACTOR SHED, AND 2.0 FEET SOUTH-SOUTHWEST OF A
 DF1894'WITNESS POST SET AT A FENCE LINE. IT IS A STANDARD BRASS
 DF1894'DISK STAMPED---157-227 1976---, SET IN THE TOP OF A 10 INCH
 DF1894'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 DF1894'GROUND. THE UNDERGROUND STATION IS A STANDARD DISK
 DF1894'STAMPED---157-227 1976---, SET IN AN IRREGULAR MASS OF
 DF1894'CONCRETE ABOUT 0.78 METER BELOW THE SURFACE OF THE GROUND.
 DF1894'
 DF1894'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROAD
 DF1894'92514, AND MOORE ROAD, GO EAST ALONG COUNTY ROAD 92514 FOR 0.15
 DF1894'MILE TO THE AZIMUTH MARK ON THE LEFT. IT IS LOCATED 40 FEET
 DF1894'NORTH OF THE CENTER LINE OF COUNTY ROAD 92514, 53 FEET WEST-
 DF1894'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTER LINES OF
 DF1894'COUNTY ROAD 92514, AND A DRIVEWAY TO THE NORTH, 105.8 FEET WEST
 DF1894'OF A 6 INCH TWIN CEDAR TREE ON THE EAST SIDE OF THE DRIVEWAY,
 DF1894'67.7 FEET SOUTHWEST OF A POWER POLE, AND 2.5 FEET SOUTH OF A
 DF1894'WITNESS POST SET AT A FENCE LINE. IT IS A STANDARD DISK
 DF1894'STAMPED---157-227 1976 AZMK---,
 DF1894'SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1894'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1894'
 DF1894'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1897 ***********************************************************************
 DF1897  DESIGNATION -  BV 157 228
 DF1897  PID         -  DF1897
 DF1897  STATE/COUNTY-  GA/WILKES
 DF1897  USGS QUAD   -  WASHINGTON WEST (1986)
 DF1897
 DF1897                         *CURRENT SURVEY CONTROL
 DF1897  ___________________________________________________________________
 DF1897* NAD 83(1994)-  33 39 12.04688(N)    082 45 21.11981(W)     ADJUSTED  
 DF1897* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 DF1897  ___________________________________________________________________
 DF1897  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DF1897  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DF1897
 DF1897  HORZ ORDER  -  SECOND
 DF1897
 DF1897.The horizontal coordinates were established by classical geodetic methods
 DF1897.and adjusted by the National Geodetic Survey in September 1997..
 DF1897
 DF1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1897
 DF1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1897
 DF1897.The geoid height was determined by GEOID03.
 DF1897
 DF1897;                    North         East     Units Scale Factor Converg.
 DF1897;SPC GA E     -   405,212.685   145,351.865   MT  0.99993681   -0 19 35.5
 DF1897;SPC GA E     - 1,329,435.28    476,875.24   sFT  0.99993681   -0 19 35.5
 DF1897;UTM  17      - 3,725,103.589   337,183.913   MT  0.99992682   -0 58 23.7
 DF1897
 DF1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1897!SPC GA E     -   0.99998031  x   0.99993681  =   0.99991712
 DF1897!UTM  17      -   0.99998031  x   0.99992682  =   0.99990713
 DF1897
 DF1897:                Primary Azimuth Mark                     Grid Az
 DF1897:SPC GA E     -  BV 157 228 AZ MK                         100 13 54.9
 DF1897:UTM  17      -  BV 157 228 AZ MK                         100 52 43.1
 DF1897
 DF1897|---------------------------------------------------------------------|
 DF1897| PID    Reference Object                     Distance      Geod. Az  |
 DF1897|                                                           dddmmss.s |
 DF1897| DF2991 BV 157 228 AZ MK                                   0995419.4 |
 DF1897| DF1894 BV 157 227                          387.772 METERS 10111     |
 DF1897|---------------------------------------------------------------------|
 DF1897
 DF1897                          SUPERSEDED SURVEY CONTROL
 DF1897
 DF1897  NAD 83(1986)-  33 39 12.05303(N)    082 45 21.11786(W) AD(       ) 2
 DF1897  NAD 27      -  33 39 11.57766(N)    082 45 21.60403(W) AD(       ) 2
 DF1897  NGVD 29 (07/19/86)  154.2    (m)          506.     (f) VERT ANG       
 DF1897
 DF1897.Superseded values are not recommended for survey control.
 DF1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1897.See file dsdata.txt to determine how the superseded data were derived.
 DF1897
 DF1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3718425104(NAD 83)
 DF1897_MARKER: DD = SURVEY DISK
 DF1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1897
 DF1897  HISTORY     - Date     Condition        Report By
 DF1897  HISTORY     - 1976     MONUMENTED       GADT
 DF1897
 DF1897                          STATION DESCRIPTION
 DF1897
 DF1897'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1897'THE STATION IS LOCATED APPROXIMATELY 5-3/4 MILES SOUTH OF
 DF1897'WASHINGTON, 7 MILES NORTH-NORTHEAST OF SHARON, AND 10-1/2
 DF1897'MILES NORTHEAST OF CRAWFORDVILLE ON COUNTY RIGHT OF WAY.
 DF1897'
 DF1897'TO REACH THE STATION FROM THE JUNCTION OF
 DF1897'US HIGHWAY 78 BUSINESS (STATE ROUTE 10)
 DF1897'AND STATE ROUTE 47 IN WASHINGTON, GO SOUTH
 DF1897'ALONG STATE ROUTE 47 FOR 5.1 MILES TO THE JUNCTION OF COUNTY
 DF1897'ROAD 43 TO THE RIGHT. CONTINUE SOUTH ALONG STATE ROUTE 47 FOR
 DF1897'0.85 MILE TO THE JUNCTION OF COUNTY ROAD 92514 TO THE LEFT.
 DF1897'TURN LEFT GOING EAST ALONG COUNTY ROAD 92514 FOR 0.65 MILE TO
 DF1897'THE STATION ON THE LEFT.
 DF1897'
 DF1897'THE STATION IS LOCATED 37 FEET NORTH-NORTHEAST OF THE CENTER
 DF1897'LINE OF COUNTY ROAD 92514, 32.2 FEET EAST-SOUTHEAST OF A POWER
 DF1897'POLE, 33.0 FEET SOUTHEAST OF THE SOUTHERN MOST POST OF A WIRE
 DF1897'GAP IN A FENCELINE RUNNING NORTHEASTERLY, 42.8 FEET SOUTH-
 DF1897'SOUTHEAST OF THE NORTHERN MOST POST OF THE WIRE GAP, 21.6 FEET
 DF1897'WEST OF A RIGHT OF WAY MARKER, AND 1.5 FEET SOUTH-SOUTHWEST OF
 DF1897'A WITNESS POST SET AT A FENCELINE PARALLEL WITH THE ROAD. IT IS
 DF1897'A STANDARD BRASS DISK STAMPED---157-228 1976---, SET IN THE
 DF1897'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 DF1897'SURFACE OF THE GROUND. THE UNDERGROUND STATION IS A
 DF1897'STANDARD DISK STAMPED---157-228 1976---, SET IN AN
 DF1897'IRREGULAR MASS OF CONCRETE APPROXIMATELY 0.77 METER BELOW
 DF1897'THE SURFACE OF THE GROUND.
 DF1897'
 DF1897'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG
 DF1897'COUNTY ROAD 91514 FOR 0.2 MILE TO THE JUNCTION OF A DRIVEWAY TO
 DF1897'THE JAMES DRINKARD RESIDENCE TO THE RIGHT, AND THE AZIMUTH MARK
 DF1897'ON THE RIGHT. IT IS LOCATED 40 FEET SOUTH OF THE CENTERLINE OF
 DF1897'COUNTY ROAD 92514, 67 FEET WEST-SOUTHWEST OF THE POINT OF
 DF1897'INTERSECTION OF THE CENTERLINES OF THE ROAD AND THE DRIVEWAY,
 DF1897'133.0 FEET WEST OF A 12 INCH TWIN MIMOSA TREE ON THE WEST SIDE
 DF1897'OF THE DRIVEWAY AND 2.5 FEET NORTH OF A WITNESS POST SET AT A
 DF1897'FENCELINE.  IT IS A STANDARD DISK STAMPED---157-228
 DF1897'1976 AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL
 DF1897'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1897'
 DF1897'HEIGHT OF LIGHT ABOVE MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1885 ***********************************************************************
 DF1885  DESIGNATION -  BV 157 229
 DF1885  PID         -  DF1885
 DF1885  STATE/COUNTY-  GA/WILKES
 DF1885  USGS QUAD   -  WASHINGTON EAST (1987)
 DF1885
 DF1885                         *CURRENT SURVEY CONTROL
 DF1885  ___________________________________________________________________
 DF1885* NAD 83(1994)-  33 41 09.89062(N)    082 38 45.07060(W)     ADJUSTED  
 DF1885* NAVD 88     -       164.     (meters)     538.     (feet)  VERTCON   
 DF1885  ___________________________________________________________________
 DF1885  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DF1885  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DF1885
 DF1885  HORZ ORDER  -  SECOND
 DF1885
 DF1885.The horizontal coordinates were established by classical geodetic methods
 DF1885.and adjusted by the National Geodetic Survey in September 1997..
 DF1885
 DF1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1885
 DF1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1885
 DF1885.The geoid height was determined by GEOID03.
 DF1885
 DF1885;                    North         East     Units Scale Factor Converg.
 DF1885;SPC GA E     -   408,790.429   155,572.539   MT  0.99992433   -0 15 56.8
 DF1885;SPC GA E     - 1,341,173.27    510,407.57   sFT  0.99992433   -0 15 56.8
 DF1885;UTM  17      - 3,728,565.612   347,444.093   MT  0.99988692   -0 54 46.9
 DF1885
 DF1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1885!SPC GA E     -   0.99997879  x   0.99992433  =   0.99990312
 DF1885!UTM  17      -   0.99997879  x   0.99988692  =   0.99986572
 DF1885
 DF1885:                Primary Azimuth Mark                     Grid Az
 DF1885:SPC GA E     -  SISSON                                   118 38 29.6
 DF1885:UTM  17      -  SISSON                                   119 17 19.7
 DF1885
 DF1885|---------------------------------------------------------------------|
 DF1885| PID    Reference Object                     Distance      Geod. Az  |
 DF1885|                                                           dddmmss.s |
 DF1885| DF1857 SISSON                              APPROX. 2.3 KM 1182232.8 |
 DF1885| DF1884 BV 157 229 GADT 1976 PTA             28.338 METERS 17109     |
 DF1885|---------------------------------------------------------------------|
 DF1885
 DF1885                          SUPERSEDED SURVEY CONTROL
 DF1885
 DF1885  NAD 83(1986)-  33 41 09.89648(N)    082 38 45.06775(W) AD(       ) 2
 DF1885  NAD 27      -  33 41 09.42658(N)    082 38 45.57935(W) AD(       ) 2
 DF1885  NGVD 29 (07/19/86)  164.     (m)          538.     (f) VERT ANG       
 DF1885
 DF1885.Superseded values are not recommended for survey control.
 DF1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1885.See file dsdata.txt to determine how the superseded data were derived.
 DF1885
 DF1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4744428566(NAD 83)
 DF1885_MARKER: DD = SURVEY DISK
 DF1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1885
 DF1885  HISTORY     - Date     Condition        Report By
 DF1885  HISTORY     - 1976     MONUMENTED       GADT
 DF1885
 DF1885                          STATION DESCRIPTION
 DF1885
 DF1885'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 DF1885'THE STATION IS LOCATED APPROXIMATELY 1-1/2 MILES WEST-NORTHWEST
 DF1885'OF AONIA, 6-1/2 MILES EAST-SOUTHEAST OF WASHINGTON AND 6 MILES
 DF1885'SOUTH-SOUTHWEST OF METASVILLE ON STATE RIGHT OF WAY.
 DF1885'
 DF1885'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 378
 DF1885'(STATE ROUTE 47) AND U.S. HIGHWAY 78 (STATE ROUTE 17) LOCATED
 DF1885'ABOUT 1-3/4 MILES EAST-SOUTHEAST OF WASHINGTON, GO SOUTHEAST
 DF1885'ALONG U.S. HIGHWAY 78 (STATE ROUTE 17) FOR 2.3 MILES TO THE
 DF1885'JUNCTION OF STATE ROUTE 80 FORKING TO THE RIGHT. CONTINUE EAST
 DF1885'ALONG U.S. HIGHWAY 78 FOR 2.05 MILES TO THE JUNCTION OF PERRY
 DF1885'ACRES ROAD (COUNTY ROUTE 28) TO THE LEFT. CONTINUE EAST ALONG
 DF1885'U.S. HIGHWAY 78 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 DF1885'RIGHT.  CONTINUE GOING SOUTHEAST ALONG U.S. HIGHWAY 78 FOR 0.15
 DF1885'MILE TO THE STATION ON THE LEFT.
 DF1885'
 DF1885'THE STATION IS LOCATED 40 FEET NORTH-NORTHEAST OF THE CENTER
 DF1885'LINE OF U.S. HIGHWAY 78, 27.6 FEET WEST-NORTHWEST OF AN
 DF1885'UNDERGROUND TELEPHONE CABLE PEDESTAL, 115 FEET NORTHWEST OF THE
 DF1885'POINT OF INTERSECTION OF THE CENTERLINES OF U.S. HIGHWAY 78
 DF1885'AND A DRIVEWAY TO THE SOUTH, 94.8 FEET NORTH OF A POWER POLE
 DF1885'WITH A TRANSFORMER ATTACHED, AND 11.2 FEET SOUTH-SOUTHWEST OF
 DF1885'A WITNESS POST SET AT A FENCE LINE.  IT IS A STANDARD BRASS
 DF1885'DISK STAMPED---157-229 1976---, SET IN THE TOP OF A 10 INCH
 DF1885'CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 DF1885'THE GROUND.  THE UNDERGROUND STATION IS A STANDARD DISK
 DF1885'STAMPED---157-229 1976---, SET IN AN IRREGULAR MASS
 DF1885'OF CONCRETE APPROXIMATELY 0.85 METER BELOW THE SURFACE OF THE
 DF1885'GROUND.
 DF1885'
 DF1885'THE AZIMUTH MARK IS LOCATED 47 FEET SOUTH OF THE CENTERLINE OF
 DF1885'U.S. HIGHWAY 78, 206.0 FEET WEST-NORTHWEST OF A POWER POLE,
 DF1885'135.8 FEET EAST OF A POWER POLE, 26.7 FEET WEST-NORTHWEST OF A
 DF1885'6 INCH CEDAR TREE, 14.6 FEET NORTH-NORTHWEST OF A 5 INCH CEDAR
 DF1885'TREE, 4.8 FEET NORTH OF A FENCE LINE, AND 3.4 FEET NORTH OF A
 DF1885'WITNESS POST.  IT IS A STANDARD DISK STAMPED---157-229 1976
 DF1885'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 DF1885'2 INCHES BELOW THE SURFACE OF THE GROUND.
 DF1885'
 DF1885'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2435 ***********************************************************************
 CL2435  DESIGNATION -  BV 158 200
 CL2435  PID         -  CL2435
 CL2435  STATE/COUNTY-  GA/WILKINSON
 CL2435  USGS QUAD   -  MASSEY HILL (1973)
 CL2435
 CL2435                         *CURRENT SURVEY CONTROL
 CL2435  ___________________________________________________________________
 CL2435* NAD 83(1994)-  32 52 21.86236(N)    083 18 47.93611(W)     ADJUSTED  
 CL2435* NAVD 88     -       151.3    (meters)     496.     (feet)  VERTCON   
 CL2435  ___________________________________________________________________
 CL2435  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CL2435  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CL2435
 CL2435  HORZ ORDER  -  SECOND
 CL2435
 CL2435.The horizontal coordinates were established by classical geodetic methods
 CL2435.and adjusted by the National Geodetic Survey in September 1997..
 CL2435
 CL2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2435
 CL2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2435
 CL2435.The geoid height was determined by GEOID03.
 CL2435
 CL2435;                    North         East     Units Scale Factor Converg.
 CL2435;SPC GA E     -   319,072.024    92,696.166   MT  1.00004193   -0 37 20.8
 CL2435;SPC GA E     - 1,046,822.13    304,120.67   sFT  1.00004193   -0 37 20.8
 CL2435;UTM  17      - 3,639,551.294   283,565.652   MT  1.00017763   -1 15 22.0
 CL2435
 CL2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2435!SPC GA E     -   0.99998058  x   1.00004193  =   1.00002251
 CL2435!UTM  17      -   0.99998058  x   1.00017763  =   1.00015821
 CL2435
 CL2435:                Primary Azimuth Mark                     Grid Az
 CL2435:SPC GA E     -  IRWINTON WILKINSON LOT                   125 23 24.3
 CL2435:UTM  17      -  IRWINTON WILKINSON LOT                   126 01 25.5
 CL2435
 CL2435|---------------------------------------------------------------------|
 CL2435| PID    Reference Object                     Distance      Geod. Az  |
 CL2435|                                                           dddmmss.s |
 CL2435| CL2387 IRWINTON WILKINSON LOT              APPROX. 8.4 KM 1244603.5 |
 CL2435| CL3023 BV 158 200 AZ MK                                   3035756.3 |
 CL2435| CL2426 GORDON FOUNTAIN INC TANK            APPROX. 1.2 KM 3200300.6 |
 CL2435|---------------------------------------------------------------------|
 CL2435
 CL2435                          SUPERSEDED SURVEY CONTROL
 CL2435
 CL2435  NAD 83(1986)-  32 52 21.86675(N)    083 18 47.93404(W) AD(       ) 2
 CL2435  NAD 27      -  32 52 21.35953(N)    083 18 48.34912(W) AD(       ) 2
 CL2435  NGVD 29 (07/19/86)  151.4    (m)          497.     (f) VERT ANG       
 CL2435
 CL2435.Superseded values are not recommended for survey control.
 CL2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2435.See file dsdata.txt to determine how the superseded data were derived.
 CL2435
 CL2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8356639551(NAD 83)
 CL2435_MARKER: DD = SURVEY DISK
 CL2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2435
 CL2435  HISTORY     - Date     Condition        Report By
 CL2435  HISTORY     - 1976     MONUMENTED       GADT
 CL2435
 CL2435                          STATION DESCRIPTION
 CL2435
 CL2435'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2435'THE STATION IS ABOUT 1-1/4 MILES SOUTHEAST OF GORDON, 2-1/2
 CL2435'MILES SOUTH-SOUTHWEST OF IVEY, AND 7-1/4 MILES NORTH-NORTHEAST
 CL2435'OF MYRICKS MILL ON THE PROPERTY OF THE GEORGIA POWER COMPANY.
 CL2435'
 CL2435'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 SPUR
 CL2435'AND STATE ROUTE 243 IN GORDON, GO SOUTH ALONG STATE ROUTE 18
 CL2435'SPUR FOR 0.1 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 91468
 CL2435'(PAPER MILL ROAD) TO THE LEFT. TURN LEFT GOING EAST ALONG
 CL2435'COUNTY ROAD 91468 FOR 0.9 MILE TO A BRIDGE OVER COMMISSIONER
 CL2435'CREEK. CONTINUE GOING SOUTHEAST ALONG COUNTY ROAD 91468 FOR
 CL2435'0.15 MILE TO THE JUNCTION OF DIRT COUNTY ROAD 58 TO THE LEFT
 CL2435'AND THE AZIMUTH MARK IN THE EAST QUADRANT OF THE INTERSECTION.
 CL2435'TURN LEFT GOING EAST ALONG COUNTY ROAD 58 FOR APPROXIMATELY
 CL2435'150 FEET TO THE JUNCTION OF A FIELD ROAD TO THE RIGHT. TURN
 CL2435'RIGHT GOING SOUTHEAST ALONG THE FIELD ROAD NEXT TO THE
 CL2435'WOODLINE ALONG A POWER LINE FOR 0.35 MILE TO THE STATION
 CL2435'STRADDLED BY AN H-FRAME POWER LINE TOWER.
 CL2435'
 CL2435'THE STATION IS LOCATED 5.2 FEET NORTHEAST OF THE SOUTHWEST
 CL2435'POLE OF AN H-FRAME POWERLINE TOWER, 8.8 FEET SOUTHWEST OF THE
 CL2435'NORTHEAST POLE OF THE TOWER, 76.7 FEET EAST OF A SINGLE POWER
 CL2435'POLE, 106.0 FEET WEST OF A 12 INCH L SHAPED OAK TREE, 95.0
 CL2435'FEET SOUTH-SOUTHWEST OF A 14 INCH OAK TREE, AND 4.3 FEET
 CL2435'NORTHEAST OF A WITNESS POST. IT IS A STANDARD BRASS DISK
 CL2435'STAMPED---158-200 1976---, SET IN THE TOP OF A 10 INCH
 CL2435'CYLINDRICAL CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 CL2435'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 CL2435'A STANDARD DISK STAMPED---158-200 1976---, SET IN THE TOP OF
 CL2435'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.87 METER BELOW
 CL2435'THE SURFACE OF THE GROUND.
 CL2435'
 CL2435'THE AZIMUTH MARK IS LOCATED 52 FEET NORTHEAST OF THE CENTERLINE
 CL2435'OF COUNTY ROAD 91468, 179 FEET SOUTHEAST OF THE CENTERLINE
 CL2435'OF COUNTY ROAD 58, 162.0 FEET SOUTHEAST OF THE SOUTH END OF A
 CL2435'18 INCH CONCRETE CULVERT UNDER COUNTY ROAD 58, 22.5 FEET
 CL2435'WEST-SOUTHWEST OF A POWER POLE, 125.5 FEET WEST OF ANOTHER
 CL2435'POWER POLE, AND 2.0 FEET NORTHEAST OF A WITNESS POST. IT IS A
 CL2435'STANDARD DISK STAMPED---158-200 1976 AZMK---, SET IN THE TOP
 CL2435'OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE
 CL2435'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2435'
 CL2435'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2390 ***********************************************************************
 CL2390  DESIGNATION -  BV 158 201
 CL2390  PID         -  CL2390
 CL2390  STATE/COUNTY-  GA/WILKINSON
 CL2390  USGS QUAD   -  NAPIER POND (1973)
 CL2390
 CL2390                         *CURRENT SURVEY CONTROL
 CL2390  ___________________________________________________________________
 CL2390* NAD 83(1994)-  32 57 04.21990(N)    083 12 17.10417(W)     ADJUSTED  
 CL2390* NAVD 88     -       116.6    (meters)     383.     (feet)  VERTCON   
 CL2390  ___________________________________________________________________
 CL2390  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 CL2390  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CL2390
 CL2390  HORZ ORDER  -  SECOND
 CL2390
 CL2390.The horizontal coordinates were established by classical geodetic methods
 CL2390.and adjusted by the National Geodetic Survey in September 1997..
 CL2390
 CL2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2390
 CL2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2390
 CL2390.The geoid height was determined by GEOID03.
 CL2390
 CL2390;                    North         East     Units Scale Factor Converg.
 CL2390;SPC GA E     -   327,665.000   102,941.787   MT  1.00001612   -0 33 52.9
 CL2390;SPC GA E     - 1,075,014.25    337,734.85   sFT  1.00001612   -0 33 52.9
 CL2390;UTM  17      - 3,648,031.350   293,907.033   MT  1.00012374   -1 11 58.7
 CL2390
 CL2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2390!SPC GA E     -   0.99998605  x   1.00001612  =   1.00000217
 CL2390!UTM  17      -   0.99998605  x   1.00012374  =   1.00010979
 CL2390
 CL2390:                Primary Azimuth Mark                     Grid Az
 CL2390:SPC GA E     -  BV 158 201 AZ MK                         133 57 26.5
 CL2390:UTM  17      -  BV 158 201 AZ MK                         134 35 32.3
 CL2390
 CL2390|---------------------------------------------------------------------|
 CL2390| PID    Reference Object                     Distance      Geod. Az  |
 CL2390|                                                           dddmmss.s |
 CL2390| CL3024 BV 158 201 AZ MK                                   1332333.6 |
 CL2390| CL2389 MCINTYRE GA POWER RAD MAST          APPROX. 7.1 KM 1682621.7 |
 CL2390| CL2385 IRWINTON MICRO RELAY MAST           APPROX.13.8 KM 1825703.4 |
 CL2390|---------------------------------------------------------------------|
 CL2390
 CL2390                          SUPERSEDED SURVEY CONTROL
 CL2390
 CL2390  NAD 83(1986)-  32 57 04.22423(N)    083 12 17.10156(W) AD(       ) 2
 CL2390  NAD 27      -  32 57 03.70055(N)    083 12 17.54833(W) AD(       ) 2
 CL2390  NGVD 29 (07/19/86)  116.8    (m)          383.     (f) VERT ANG       
 CL2390
 CL2390.Superseded values are not recommended for survey control.
 CL2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2390.See file dsdata.txt to determine how the superseded data were derived.
 CL2390
 CL2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9390748031(NAD 83)
 CL2390_MARKER: DD = SURVEY DISK
 CL2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2390
 CL2390  HISTORY     - Date     Condition        Report By
 CL2390  HISTORY     - 1976     MONUMENTED       GADT
 CL2390
 CL2390                          STATION DESCRIPTION
 CL2390
 CL2390'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2390'THE STATION IS ABOUT 5 MILES EAST-SOUTHEAST OF COOPERS, 5-1/4
 CL2390'MILES SOUTH-SOUTHEAST OF SCOTTSBORO, AND 8-3/4 MILES EAST-
 CL2390'NORTHEAST OF GORDON ON STATE RIGHT OF WAY.
 CL2390'
 CL2390'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 243 AND
 CL2390'U.S. HIGHWAY 441 (STATE ROUTE 29) IN SCOTTSBORO, GO SOUTHEAST
 CL2390'TO SOUTH ALONG U.S. HIGHWAY 441 (STATE ROUTE 29) FOR 2.1 MILES
 CL2390'TO THE JUNCTION OF DIRT COUNTY ROAD 165 TO THE LEFT. CONTINUE
 CL2390'GOING SOUTH ALONG U.S. HIGHWAY 441 FOR 1.7 MILES TO THE
 CL2390'JUNCTION OF DIRT COUNTY ROAD 1 TO THE RIGHT. CONTINUE GOING
 CL2390'SOUTH ALONG U.S. HIGHWAY 441 FOR 1.2 MILES TO THE JUNCTION OF
 CL2390'DIRT COUNTY ROAD 162 TO THE LEFT. CONTINUE GOING SOUTH ALONG
 CL2390'U.S. HIGHWAY 441 FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 CL2390'
 CL2390'THE STATION IS LOCATED 41 FEET SOUTHWEST OF THE CENTERLINE OF
 CL2390'THE HIGHWAY, 183.7 FEET EAST-SOUTHEAST OF A POWER POLE, 107.8
 CL2390'FEET SOUTHWEST OF A 24 INCH OAK TREE ON THE NORTHEAST SIDE OF
 CL2390'THE HIGHWAY, 131.3 FEET WEST OF A 24 INCH CHINABERRY TREE ON
 CL2390'THE WEST SIDE OF THE HIGHWAY, AND 2.3 FEET SOUTHWEST OF A
 CL2390'WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---158-201
 CL2390'1976---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2390'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2390'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL2390'STAMPED---158-201 1976---, SET IN THE TOP OF A 5 INCH
 CL2390'CONCRETE CYLINDER APPROXIMATELY 0.84 METER BELOW THE SURFACE
 CL2390'OF THE GROUND.
 CL2390'
 CL2390'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG U.S.
 CL2390'HIGHWAY 441 (STATE ROUTE 29) FOR 0.35 MILE TO THE AZIMUTH MARK
 CL2390'ON THE LEFT. IT IS LOCATED 49 FEET NORTHEAST OF THE CENTERLINE
 CL2390'OF THE HIGHWAY, 218.0 FEET SOUTHEAST OF AN UNDERGROUND GAS LINE
 CL2390'CONCRETE MARKER, 265.4 FEET SOUTHEAST OF THE NORTHEAST END OF
 CL2390'A 24 INCH CONCRETE CULVERT UNDER THE HIGHWAY, 252.6 FEET EAST-
 CL2390'NORTHEAST OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY, AND
 CL2390'3.4 FEET SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK
 CL2390'STAMPED---158-201 1976 AZMK---, SET IN THE TOP OF A 10 INCH
 CL2390'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2390'GROUND WITH STEEL RODS EMBEDDED.
 CL2390'
 CL2390'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2437 ***********************************************************************
 CL2437  DESIGNATION -  BV 158 202
 CL2437  PID         -  CL2437
 CL2437  STATE/COUNTY-  GA/WILKINSON
 CL2437  USGS QUAD   -  MASSEY HILL (1973)
 CL2437
 CL2437                         *CURRENT SURVEY CONTROL
 CL2437  ___________________________________________________________________
 CL2437* NAD 83(1994)-  32 48 21.98202(N)    083 19 35.00557(W)     ADJUSTED  
 CL2437* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 CL2437  ___________________________________________________________________
 CL2437  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 CL2437  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CL2437
 CL2437  HORZ ORDER  -  SECOND
 CL2437
 CL2437.The horizontal coordinates were established by classical geodetic methods
 CL2437.and adjusted by the National Geodetic Survey in September 1997..
 CL2437
 CL2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2437
 CL2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2437
 CL2437.The geoid height was determined by GEOID03.
 CL2437
 CL2437;                    North         East     Units Scale Factor Converg.
 CL2437;SPC GA E     -   311,695.749    91,391.425   MT  1.00004540   -0 37 42.2
 CL2437;SPC GA E     - 1,022,621.80    299,840.03   sFT  1.00004540   -0 37 42.2
 CL2437;UTM  17      - 3,632,188.873   282,179.296   MT  1.00018506   -1 15 39.3
 CL2437
 CL2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2437!SPC GA E     -   0.99998158  x   1.00004540  =   1.00002698
 CL2437!UTM  17      -   0.99998158  x   1.00018506  =   1.00016664
 CL2437
 CL2437|---------------------------------------------------------------------|
 CL2437| PID    Reference Object                     Distance      Geod. Az  |
 CL2437|                                                           dddmmss.s |
 CL2437| CL2436 BV 158 202 GADT PTA                  22.773 METERS 01241     |
 CL2437| CL3025 BV 158 202 AZ MK                                   2035323.2 |
 CL2437| CL2438 GORDON SOU BELL MICROWAVE           APPROX. 4.7 KM 3450446.1 |
 CL2437|---------------------------------------------------------------------|
 CL2437
 CL2437                          SUPERSEDED SURVEY CONTROL
 CL2437
 CL2437  NAD 83(1986)-  32 48 21.98668(N)    083 19 35.00366(W) AD(       ) 2
 CL2437  NAD 27      -  32 48 21.47982(N)    083 19 35.40132(W) AD(       ) 2
 CL2437  NGVD 29 (07/19/86)  145.     (m)          476.     (f) VERT ANG       
 CL2437
 CL2437.Superseded values are not recommended for survey control.
 CL2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2437.See file dsdata.txt to determine how the superseded data were derived.
 CL2437
 CL2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS8217932189(NAD 83)
 CL2437_MARKER: DD = SURVEY DISK
 CL2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2437+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 CL2437
 CL2437  HISTORY     - Date     Condition        Report By
 CL2437  HISTORY     - 1976     MONUMENTED       GADT
 CL2437  HISTORY     - 20010404 GOOD             GADT
 CL2437
 CL2437                          STATION DESCRIPTION
 CL2437
 CL2437'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1976 (WRN)
 CL2437'THE STATION IS ABOUT 3-1/2 MILES EAST-NORTHEAST OF MYRICKS MILL,
 CL2437'5-1/4 MILES SOUTH OF GORDON, AND 9 MILES WEST OF IRWINTON ON
 CL2437'STATE RIGHT OF WAY.
 CL2437'
 CL2437'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 18 AND
 CL2437'STATE ROUTE 57 LOCATED APPROXIMATELY 1-1/2 MILES SOUTH-SOUTHWEST
 CL2437'OF GORDON, GO SOUTH ALONG STATE ROUTE 18 FOR 1.8 MILES TO THE
 CL2437'JUNCTION OF DIRT COUNTY ROAD 51 TO THE LEFT AND LEE CEMETERY
 CL2437'ON THE LEFT. CONTINUE GOING SOUTH ALONG STATE ROUTE 18 FOR 1.8
 CL2437'MILES TO CLEAR CREEK BAPTIST CHURCH ON THE RIGHT. CONTINUE
 CL2437'GOING SOUTH ALONG STATE ROUTE 18 FOR 0.55 MILE TO THE STATION
 CL2437'ON THE RIGHT.
 CL2437'
 CL2437'THE STATION IS LOCATED 44 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2437'OF THE ROAD, 15.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 106.7
 CL2437'FEET SOUTH OF A 10 INCH OAK TREE, 175.0 FEET NORTHEAST OF A
 CL2437'12 INCH PINE TREE, AND 2.5 FEET WEST-NORTHWEST OF A WITNESS
 CL2437'POST. IT IS A STANDARD BRASS DISK STAMPED---158-202 1976---,
 CL2437'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES
 CL2437'BELOW THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2437'UNDERGROUND STATION IS A STANDARD DISK STAMPED---158-202
 CL2437'1976---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER
 CL2437'APPROXIMATELY 0.89 METER BELOW THE SURFACE OF THE GROUND.
 CL2437'
 CL2437'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 CL2437'STATE ROUTE 18 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CL2437'IT IS LOCATED 35 FEET NORTHWEST OF THE ROAD CENTERLINE, 67.5
 CL2437'FEET SOUTH OF THE SOUTHERN MOST POST OF A FREEPORT KAOLIN
 CL2437'MINING PERMIT 039-71 SIGN, 28.3 FEET NORTHEAST OF A POWER
 CL2437'POLE, 126.5 FEET NORTHEAST OF AN 18 INCH PINE TREE, 181.0
 CL2437'FEET SOUTHWEST OF A POWER POLE, AND 1.7 FEET NORTHWEST OF A
 CL2437'WITNESS POST. IT IS A STANDARD DISK STAMPED---158-202 1976
 CL2437'AZMK---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE
 CL2437'POST 2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2437'EMBEDDED.
 CL2437'
 CL2437'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 CL2437
 CL2437                          STATION RECOVERY (2001)
 CL2437
 CL2437'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CL2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2384 ***********************************************************************
 CL2384  DESIGNATION -  BV 158 204
 CL2384  PID         -  CL2384
 CL2384  STATE/COUNTY-  GA/WILKINSON
 CL2384  USGS QUAD   -  IRWINTON (1985)
 CL2384
 CL2384                         *CURRENT SURVEY CONTROL
 CL2384  ___________________________________________________________________
 CL2384* NAD 83(1994)-  32 46 29.02800(N)    083 12 04.74194(W)     ADJUSTED  
 CL2384* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 CL2384  ___________________________________________________________________
 CL2384  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CL2384  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CL2384
 CL2384  HORZ ORDER  -  FIRST
 CL2384
 CL2384.The horizontal coordinates were established by classical geodetic methods
 CL2384.and adjusted by the National Geodetic Survey in September 1997..
 CL2384
 CL2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2384
 CL2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2384
 CL2384.The geoid height was determined by GEOID03.
 CL2384
 CL2384;                    North         East     Units Scale Factor Converg.
 CL2384;SPC GA E     -   308,094.680   103,071.110   MT  1.00001581   -0 33 36.5
 CL2384;SPC GA E     - 1,010,807.30    338,159.13   sFT  1.00001581   -0 33 36.5
 CL2384;UTM  17      - 3,628,458.682   293,819.978   MT  1.00012420   -1 11 31.5
 CL2384
 CL2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2384!SPC GA E     -   0.99998438  x   1.00001581  =   1.00000019
 CL2384!UTM  17      -   0.99998438  x   1.00012420  =   1.00010858
 CL2384
 CL2384:                Primary Azimuth Mark                     Grid Az
 CL2384:SPC GA E     -  BV 158 204 AZ MK                         094 40 28.6
 CL2384:UTM  17      -  BV 158 204 AZ MK                         095 18 23.6
 CL2384
 CL2384|---------------------------------------------------------------------|
 CL2384| PID    Reference Object                     Distance      Geod. Az  |
 CL2384|                                                           dddmmss.s |
 CL2384| CL3026 BV 158 204 AZ MK                                   0940652.1 |
 CL2384| CL2385 IRWINTON MICRO RELAY MAST           APPROX. 5.9 KM 3495900.4 |
 CL2384|---------------------------------------------------------------------|
 CL2384
 CL2384                          SUPERSEDED SURVEY CONTROL
 CL2384
 CL2384  NAD 83(1986)-  32 46 29.03247(N)    083 12 04.73956(W) AD(       ) 1
 CL2384  NAD 27      -  32 46 28.50263(N)    083 12 05.17808(W) AD(       ) 1
 CL2384  NGVD 29 (07/19/86)  127.4    (m)          418.     (f) VERT ANG       
 CL2384
 CL2384.Superseded values are not recommended for survey control.
 CL2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2384.See file dsdata.txt to determine how the superseded data were derived.
 CL2384
 CL2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9382028459(NAD 83)
 CL2384_MARKER: DD = SURVEY DISK
 CL2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2384
 CL2384  HISTORY     - Date     Condition        Report By
 CL2384  HISTORY     - 1977     MONUMENTED       GADT
 CL2384
 CL2384                          STATION DESCRIPTION
 CL2384
 CL2384'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2384'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF IRWINTON, 5
 CL2384'MILES SOUTH OF MCINTYRE, AND 7-3/4 MILES WEST-SOUTHWEST OF
 CL2384'TOOMSBORO ON COUNTY RIGHT OF WAY.
 CL2384'
 CL2384'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 57 AND
 CL2384'U.S. HIGHWAY 441 (STATE ROUTE 29) IN IRWINTON, GO SOUTH ALONG
 CL2384'U.S. HIGHWAY 441 (STATE ROUTE 29) FOR 1.8 MILES TO THE JUNCTION
 CL2384'OF PAVED COUNTY ROAD 81 (ROSE JUSTICE ROAD) TO THE RIGHT. TURN
 CL2384'RIGHT GOING SOUTHWEST ALONG COUNTY ROAD 81 FOR 1.85 MILES TO
 CL2384'THE END OF PAVEMENT AND JUNCTION OF PAVED COUNTY ROAD 78
 CL2384'(BENSON ROAD) TO THE RIGHT. TURN RIGHT GOING NORTHWEST ALONG
 CL2384'COUNTY ROAD 78 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CL2384'CONTINUE GOING WEST ALONG COUNTY ROAD 78 FOR 0.15 MILE TO THE
 CL2384'STATION ON THE LEFT.
 CL2384'
 CL2384'THE STATION IS LOCATED 39 FEET SOUTH OF THE CENTERLINE OF THE
 CL2384'ROAD, 165.6 FEET SOUTH-SOUTHWEST OF THE WESTERN MOST ONE OF
 CL2384'TWO 5 INCH PINE TREES ON THE NORTH SIDE OF THE ROAD, 136.6 FEET
 CL2384'SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE ROAD, AND 2.3
 CL2384'FEET NORTH OF A WITNESS POST SET AT A FENCELINE. IT IS A
 CL2384'STANDARD BRASS DISK STAMPED---158-204 1977---, SET IN THE TOP OF
 CL2384'A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW THE SURFACE
 CL2384'OF THE GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND
 CL2384'STATION IS A STANDARD DISK STAMPED---158-204 1977---, SET IN
 CL2384'THE TOP OF A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.87 METER
 CL2384'BELOW THE SURFACE OF THE GROUND.
 CL2384'
 CL2384'THE AZIMUTH MARK IS LOCATED 39 FEET SOUTH OF THE CENTERLINE OF
 CL2384'THE ROAD, 44.5 FEET WEST OF THE WEST END OF A 24 INCH CONCRETE
 CL2384'CULVERT UNDER A DRIVEWAY TO THE SOUTH, 104.2 FEET SOUTHWEST OF
 CL2384'A POWER POLE ON THE NORTH SIDE OF THE ROAD, 123.0 FEET
 CL2384'SOUTH-SOUTHEAST OF A FENCE JUNCTION POST ON THE NORTH SIDE OF ROAD,
 CL2384'AND 1.9 FEET NORTH-NORTHEAST OF A WITNESS POST SET AT A FENCE
 CL2384'LINE. IT IS A STANDARD DISK
 CL2384'STAMPED---158-204 1977 AZMK---, SET IN
 CL2384'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 3 INCHES BELOW
 CL2384'THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2384'
 CL2384'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2404 ***********************************************************************
 CL2404  DESIGNATION -  BV 158 205
 CL2404  PID         -  CL2404
 CL2404  STATE/COUNTY-  GA/WILKINSON
 CL2404  USGS QUAD   -  STUCKEY BOONE LAKE (1974)
 CL2404
 CL2404                         *CURRENT SURVEY CONTROL
 CL2404  ___________________________________________________________________
 CL2404* NAD 83(1994)-  32 44 14.92060(N)    083 09 11.48247(W)     ADJUSTED  
 CL2404* NAVD 88     -       137.     (meters)     449.     (feet)  VERTCON   
 CL2404  ___________________________________________________________________
 CL2404  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 CL2404  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CL2404
 CL2404  HORZ ORDER  -  SECOND
 CL2404
 CL2404.The horizontal coordinates were established by classical geodetic methods
 CL2404.and adjusted by the National Geodetic Survey in September 1997..
 CL2404
 CL2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2404
 CL2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2404
 CL2404.The geoid height was determined by GEOID03.
 CL2404
 CL2404;                    North         East     Units Scale Factor Converg.
 CL2404;SPC GA E     -   303,920.523   107,541.539   MT  1.00000538   -0 32 00.7
 CL2404;SPC GA E     -   997,112.58    352,825.87   sFT  1.00000538   -0 32 00.7
 CL2404;UTM  17      - 3,624,235.067   298,244.575   MT  1.00010195   -1 09 53.3
 CL2404
 CL2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2404!SPC GA E     -   0.99998289  x   1.00000538  =   0.99998827
 CL2404!UTM  17      -   0.99998289  x   1.00010195  =   1.00008483
 CL2404
 CL2404|---------------------------------------------------------------------|
 CL2404| PID    Reference Object                     Distance      Geod. Az  |
 CL2404|                                                           dddmmss.s |
 CL2404| CL2403 BV 158 205 GADT PTA                  28.279 METERS 08756     |
 CL2404| CL3027 BV 158 205 AZ MK                                   1324800.9 |
 CL2404|---------------------------------------------------------------------|
 CL2404
 CL2404                          SUPERSEDED SURVEY CONTROL
 CL2404
 CL2404  NAD 83(1986)-  32 44 14.92543(N)    083 09 11.47998(W) AD(       ) 2
 CL2404  NAD 27      -  32 44 14.39098(N)    083 09 11.95007(W) AD(       ) 2
 CL2404  NGVD 29 (07/19/86)  137.     (m)          449.     (f) VERT ANG       
 CL2404
 CL2404.Superseded values are not recommended for survey control.
 CL2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2404.See file dsdata.txt to determine how the superseded data were derived.
 CL2404
 CL2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9824524235(NAD 83)
 CL2404_MARKER: DD = SURVEY DISK
 CL2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2404
 CL2404  HISTORY     - Date     Condition        Report By
 CL2404  HISTORY     - 1977     MONUMENTED       GADT
 CL2404
 CL2404                          STATION DESCRIPTION
 CL2404
 CL2404'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2404'THE STATION IS ABOUT 5 MILES NORTHWEST OF NICKELSVILLE, 5-1/4
 CL2404'MILES SOUTH-SOUTHEAST OF IRWINTON, AND 7-1/4 MILES SOUTHWEST OF
 CL2404'TOOMSBORO ON STATE RIGHT OF WAY.
 CL2404'
 CL2404'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441
 CL2404'(STATE ROUTE 29) AND STATE ROUTE 96 LOCATED APPROXIMATELY 5
 CL2404'MILES SOUTH OF IRWINTON, GO SOUTH ALONG U.S. HIGHWAY 441
 CL2404'(STATE ROUTE 29) FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CL2404'
 CL2404'THE STATION IS LOCATED 46 FEET SOUTHWEST OF THE CENTERLINE OF
 CL2404'THE HIGHWAY, 98.7 FEET SOUTHEAST OF A POWER POLE, 101.2 FEET
 CL2404'SOUTH-SOUTHWEST OF AN UNDERGROUND GAS LINE MARKER MP 21 ON THE
 CL2404'NORTHEAST SIDE OF THE HIGHWAY, 100.0 FEET SOUTHWEST OF AN 18
 CL2404'INCH OAK TREE ON THE NORTHEAST SIDE OF THE HIGHWAY, 89.8 FEET
 CL2404'WEST OF A HIGHWAY CURVE SIGN POST ON THE NORTHEAST SIDE OF THE
 CL2404'HIGHWAY, AND 3.2 FEET NORTHEAST OF A WITNESS POST. IT IS A
 CL2404'STANDARD BRASS DISK STAMPED---158-205 1977---, SET IN THE TOP
 CL2404'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 CL2404'GROUND WITH STEEL RODS EMBEDDED. THE UNDERGROUND STATION IS
 CL2404'A STANDARD DISK STAMPED---158-205 1977---, SET IN THE TOP OF
 CL2404'A 5 INCH CONCRETE CYLINDER APPROXIMATELY 0.81 METER BELOW
 CL2404'THE SURFACE OF THE GROUND.
 CL2404'
 CL2404'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG U.S.
 CL2404'HIGHWAY 441 (STATE ROUTE 29) FOR 0.4 MILE TO THE AZIMUTH MARK
 CL2404'ON THE LEFT. IT IS LOCATED 51 FEET NORTHEAST OF THE HIGHWAY
 CL2404'CENTERLINE, 34.5 FEET NORTHWEST OF AN UNDERGROUND GAS LINE
 CL2404'MARKER, 132.5 FEET EAST-NORTHEAST OF A POWER POLE
 CL2404'ON THE SOUTHWEST SIDE OF THE HIGHWAY,
 CL2404'129.5 FEET NORTH OF AN UNDERGROUND
 CL2404'TELEPHONE CABLE PEDESTAL DRE30 ON THE SOUTHEAST SIDE OF THE
 CL2404'HIGHWAY, AND 1.8 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 CL2404'STANDARD DISK STAMPED---158-205 1977 AZMK---, SET IN THE TOP
 CL2404'OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2404'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2404'
 CL2404'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2383 ***********************************************************************
 CL2383  DESIGNATION -  BV 158 206
 CL2383  PID         -  CL2383
 CL2383  STATE/COUNTY-  GA/WILKINSON
 CL2383  USGS QUAD   -  IRWINTON (1985)
 CL2383
 CL2383                         *CURRENT SURVEY CONTROL
 CL2383  ___________________________________________________________________
 CL2383* NAD 83(1994)-  32 51 36.25283(N)    083 09 26.58134(W)     ADJUSTED  
 CL2383* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL2383  ___________________________________________________________________
 CL2383  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CL2383  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CL2383
 CL2383  HORZ ORDER  -  SECOND
 CL2383
 CL2383.The horizontal coordinates were established by classical geodetic methods
 CL2383.and adjusted by the National Geodetic Survey in September 1997..
 CL2383
 CL2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2383
 CL2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2383
 CL2383.The geoid height was determined by GEOID03.
 CL2383
 CL2383;                    North         East     Units Scale Factor Converg.
 CL2383;SPC GA E     -   317,519.271   107,275.794   MT  1.00000598   -0 32 15.3
 CL2383;SPC GA E     - 1,041,727.81    351,954.00   sFT  1.00000598   -0 32 15.3
 CL2383;UTM  17      - 3,637,837.233   298,128.911   MT  1.00010251   -1 10 15.5
 CL2383
 CL2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2383!SPC GA E     -   0.99998949  x   1.00000598  =   0.99999547
 CL2383!UTM  17      -   0.99998949  x   1.00010251  =   1.00009200
 CL2383
 CL2383|---------------------------------------------------------------------|
 CL2383| PID    Reference Object                     Distance      Geod. Az  |
 CL2383|                                                           dddmmss.s |
 CL2383| CL2382 BV 158 206 GADT PTA                  20.540 METERS 00016     |
 CL2383| CL3028 BV 158 206 AZ MK                                   1383527.6 |
 CL2383| CL2385 IRWINTON MICRO RELAY MAST           APPROX. 6.3 KM 2344551.4 |
 CL2383|---------------------------------------------------------------------|
 CL2383
 CL2383                          SUPERSEDED SURVEY CONTROL
 CL2383
 CL2383  NAD 83(1986)-  32 51 36.25733(N)    083 09 26.57879(W) AD(       ) 2
 CL2383  NAD 27      -  32 51 35.72481(N)    083 09 27.03767(W) AD(       ) 2
 CL2383  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL2383
 CL2383.Superseded values are not recommended for survey control.
 CL2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2383.See file dsdata.txt to determine how the superseded data were derived.
 CL2383
 CL2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9812937837(NAD 83)
 CL2383_MARKER: DD = SURVEY DISK
 CL2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2383+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 CL2383
 CL2383  HISTORY     - Date     Condition        Report By
 CL2383  HISTORY     - 1977     MONUMENTED       GADT
 CL2383  HISTORY     - 20010404 GOOD             GADT
 CL2383
 CL2383                          STATION DESCRIPTION
 CL2383
 CL2383'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2383'THE STATION IS ABOUT 2-1/2 MILES EAST-NORTHEAST OF MCINTYRE,
 CL2383'3-1/2 MILES NORTH-NORTHEAST OF IRWINTON, AND 5-1/4 MILES WEST-
 CL2383'NORTHWEST OF TOOMSBORO ON COUNTY RIGHT OF WAY.
 CL2383'
 CL2383'TO REACH THE STATION FROM THE WESTERN MOST JUNCTION OF U.S.
 CL2383'HIGHWAY 441 (STATE ROUTE 29) AND STATE ROUTE 57 IN IRWINTON,
 CL2383'GO NORTHEAST ALONG U.S. HIGHWAY 441 (STATE ROUTES 29 AND 57)
 CL2383'FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTE 57 FORKING TO THE
 CL2383'RIGHT. CONTINUE GOING NORTH ALONG U.S. HIGHWAY 441 (STATE ROUTE
 CL2383'29) FOR 0.5 MILE TO THE JUNCTION OF A PAVED STREET TO THE RIGHT,
 CL2383'AND A PAVED COUNTY ROAD 91650 (IRWINTON WRILEY ROAD) FORKING TO
 CL2383'THE RIGHT. TURN RIGHT GOING NORTH ALONG COUNTY ROAD 91650 FOR
 CL2383'1.5 MILE TO THE JUNCTION OF PAVED COUNTY ROAD 71 (MCINTYRE
 CL2383'WRILEY ROAD) FORKING TO THE LEFT. CONTINUE GOING NORTHEAST
 CL2383'ALONG COUNTY ROAD 91650 FOR 2.05 MILES TO THE JUNCTION OF PAVED
 CL2383'COUNTY ROAD 153 AHEAD, DIRT COUNTY ROAD 91650 FORKING TO
 CL2383'THE RIGHT, AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 CL2383'AHEAD GOING NORTHWEST ALONG PAVED COUNTY ROAD 153 FOR 0.2
 CL2383'MILE TO THE STATION ON THE LEFT.
 CL2383'
 CL2383'THE STATION IS LOCATED 39 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 CL2383'OF THE ROAD, 108 FEET WEST OF THE POINT OF INTERSECTION OF THE
 CL2383'CENTERLINES OF THE COUNTY ROAD AND A DRIVEWAY TO THE NORTHEAST,
 CL2383'27.2 FEET EAST OF A POWER POLE, 195 FEET EAST-SOUTHEAST OF A 6
 CL2383'INCH PINE TREE, AND 1.8 FEET NORTH-NORTHEAST OF A WITNESS POST
 CL2383'SET AT A FENCELINE. IT IS A STANDARD DISK STAMPED---158-206
 CL2383'1977---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2383'FLUSH WITH THE SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2383'THE UNDERGROUND STATION IS A STANDARD DISK STAMPED---158-206
 CL2383'1977---, SET IN THE TOP OF A 5 INCH CONCRETE CYLINDER ABOUT
 CL2383'0.86 METER BELOW THE SURFACE OF THE GROUND.
 CL2383'
 CL2383'THE AZIMUTH MARK IS LOCATED 39 FEET EAST-NORTHEAST OF THE CENTER
 CL2383'LINE OF COUNTY ROAD 153, 25 FEET NORTHWEST OF THE CENTERLINE OF
 CL2383'COUNTY ROAD 91650, 12.7 FEET NORTH-NORTHEAST OF THE NORTH END OF
 CL2383'A 24 INCH CONCRETE CULVERT UNDER DIRT COUNTY ROAD 91650, 139.9
 CL2383'FEET NORTH-NORTHWEST OF THE WESTERN CORNER OF THE WHITE FRAMED
 CL2383'BERKLEY RESIDENCE ON THE EAST SIDE OF COUNTY ROAD 91650, 153.5
 CL2383'FEET WEST-SOUTHWEST OF A POWER POLE ON THE EAST SIDE OF COUNTY
 CL2383'ROAD 91650, AND 1.3 FEET SOUTHWEST OF A WITNESS POST. IT IS A
 CL2383'STANDARD DISK STAMPED---158-206 1977 AZMK---, SET IN THE TOP
 CL2383'OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2383'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2383'
 CL2383'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
 CL2383
 CL2383                          STATION RECOVERY (2001)
 CL2383
 CL2383'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 CL2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2378 ***********************************************************************
 CL2378  DESIGNATION -  BV 158 207
 CL2378  PID         -  CL2378
 CL2378  STATE/COUNTY-  GA/WILKINSON
 CL2378  USGS QUAD   -  TOOMSBORO (1973)
 CL2378
 CL2378                         *CURRENT SURVEY CONTROL
 CL2378  ___________________________________________________________________
 CL2378* NAD 83(1994)-  32 51 29.57004(N)    083 05 10.80488(W)     ADJUSTED  
 CL2378* NAVD 88     -       135.     (meters)     443.     (feet)  VERTCON   
 CL2378  ___________________________________________________________________
 CL2378  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 CL2378  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CL2378
 CL2378  HORZ ORDER  -  SECOND
 CL2378
 CL2378.The horizontal coordinates were established by classical geodetic methods
 CL2378.and adjusted by the National Geodetic Survey in September 1997..
 CL2378
 CL2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2378
 CL2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2378
 CL2378.The geoid height was determined by GEOID03.
 CL2378
 CL2378;                    North         East     Units Scale Factor Converg.
 CL2378;SPC GA E     -   317,253.251   113,923.939   MT  0.99999133   -0 29 56.4
 CL2378;SPC GA E     - 1,040,855.04    373,765.46   sFT  0.99999133   -0 29 56.4
 CL2378;UTM  17      - 3,637,497.712   304,774.291   MT  1.00006997   -1 07 56.4
 CL2378
 CL2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2378!SPC GA E     -   0.99998323  x   0.99999133  =   0.99997456
 CL2378!UTM  17      -   0.99998323  x   1.00006997  =   1.00005320
 CL2378
 CL2378:                Primary Azimuth Mark                     Grid Az
 CL2378:SPC GA E     -  BV 158 207 AZ MK                         021 24 12.1
 CL2378:UTM  17      -  BV 158 207 AZ MK                         022 02 12.1
 CL2378
 CL2378|---------------------------------------------------------------------|
 CL2378| PID    Reference Object                     Distance      Geod. Az  |
 CL2378|                                                           dddmmss.s |
 CL2378| CL3029 BV 158 207 AZ MK                                   0205415.7 |
 CL2378| CL2377 BV 158 207 GADT PTA                  16.813 METERS 06421     |
 CL2378|---------------------------------------------------------------------|
 CL2378
 CL2378                          SUPERSEDED SURVEY CONTROL
 CL2378
 CL2378  NAD 83(1986)-  32 51 29.57456(N)    083 05 10.80238(W) AD(       ) 2
 CL2378  NAD 27      -  32 51 29.03582(N)    083 05 11.26891(W) AD(       ) 2
 CL2378  NGVD 29 (07/19/86)  135.     (m)          443.     (f) VERT ANG       
 CL2378
 CL2378.Superseded values are not recommended for survey control.
 CL2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2378.See file dsdata.txt to determine how the superseded data were derived.
 CL2378
 CL2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS0477437498(NAD 83)
 CL2378_MARKER: DD = SURVEY DISK
 CL2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2378
 CL2378  HISTORY     - Date     Condition        Report By
 CL2378  HISTORY     - 1977     MONUMENTED       GADT
 CL2378
 CL2378                          STATION DESCRIPTION
 CL2378
 CL2378'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2378'THE STATION IS ABOUT 2-1/2 MILES NORTH OF TOOMSBORO, 6-1/4 MILES
 CL2378'EAST OF MCINTYRE, AND 7-3/4 MILES WEST OF OCONEE ON THE PROPERTY
 CL2378'OF MR. FRANK MILLS.
 CL2378'
 CL2378'TO REACH THE STATION FROM JUNCTION OF STATE ROUTES 57 AND 112
 CL2378'IN TOOMSBORO, GO NORTH ALONG STATE ROUTE 112 FOR 2.1 MILES TO
 CL2378'THE JUNCTION OF DIRT COUNTY ROAD 138 FORKING TO THE RIGHT.
 CL2378'CONTINUE GOING NORTH ALONG STATE ROUTE 112 FOR 1.95 MILES TO THE
 CL2378'JUNCTION OF DIRT COUNTY ROAD 145 TO THE LEFT AND THE AZIMUTH
 CL2378'MARK ON THE RIGHT. TURN LEFT GOING SOUTH ALONG COUNTY ROAD 145
 CL2378'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CL2378'
 CL2378'THE STATION IS LOCATED 20 FEET WEST-NORTHWEST OF THE CENTERLINE
 CL2378'OF THE ROAD, 4.6 FEET NORTH-NORTHWEST OF A FENCE CORNER POST,
 CL2378'61.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH ON
 CL2378'THE SOUTH SIDE OF A GREEN HOUSE, 61.0 FEET SOUTHEAST OF THE
 CL2378'SOUTHEAST CORNER OF THE HOUSE, 105.7 FEET SOUTH OF A 12 INCH
 CL2378'CEDAR TREE, 88.5 FEET SOUTHWEST OF A POWER POLE WITH A
 CL2378'TRANSFORMER ON THE EAST SIDE OF THE ROAD, AND 3.1 FEET NORTH-
 CL2378'NORTHEAST OF A WITNESS POST SET AT THE FENCELINE. IT IS A
 CL2378'STANDARD BRASS DISK STAMPED---158-207 1977---, SET IN THE TOP
 CL2378'OF A 10 INCH CYLINDRICLA CONCRETE POST 1 INCH BELOW THE
 CL2378'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED. THE
 CL2378'UNDERGROUND STATION IS A STANDARD DISK
 CL2378'STAMPED---158-207---, SET IN THE TOP OF A 5 INCH CONCRETE
 CL2378'CYLINDER APPROXIMATELY 0.90 METER BELOW THE SURFACE OF THE
 CL2378'GROUND.
 CL2378'
 CL2378'THE AZIMUTH MARK IS LOCATED 48 FEET NORTH-NORTHEAST OF THE
 CL2378'CENTERLINE OF THE HIGHWAY, 88.2 FEET EAST OF THE SOUTHEAST END
 CL2378'OF AN 18 INCH CONCRETE CULVERT UNDER A DRIVEWAY TO THE NORTHEAST
 CL2378'139 FEET EAST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF
 CL2378'COUNTY ROAD 145 AND STATE ROUTE 112, 111.0 FEET NORTH OF A 24
 CL2378'INCH FORKED OAK TREE ON THE SOUTHSIDE OF THE HIGHWAY, AND 2.3
 CL2378'FEET SOUTH-SOUTHWEST OF A WITNESS POST SET AT A FENCELINE. IT
 CL2378'IS A STANDARD DISK STAMPED---158-207 1977 AZMK---, SET IN THE
 CL2378'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CL2378'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2378'
 CL2378'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2374 ***********************************************************************
 CL2374  DESIGNATION -  BV 158 208
 CL2374  PID         -  CL2374
 CL2374  STATE/COUNTY-  GA/WILKINSON
 CL2374  USGS QUAD   -  TOOMSBORO (1973)
 CL2374
 CL2374                         *CURRENT SURVEY CONTROL
 CL2374  ___________________________________________________________________
 CL2374* NAD 83(1994)-  32 47 59.35016(N)    083 00 31.15161(W)     ADJUSTED  
 CL2374* NAVD 88     -       105.4    (meters)     346.     (feet)  VERTCON   
 CL2374  ___________________________________________________________________
 CL2374  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CL2374  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CL2374
 CL2374  HORZ ORDER  -  SECOND
 CL2374
 CL2374.The horizontal coordinates were established by classical geodetic methods
 CL2374.and adjusted by the National Geodetic Survey in September 1997..
 CL2374
 CL2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2374
 CL2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2374
 CL2374.The geoid height was determined by GEOID03.
 CL2374
 CL2374;                    North         East     Units Scale Factor Converg.
 CL2374;SPC GA E     -   310,716.935   121,143.145   MT  0.99997665   -0 27 22.1
 CL2374;SPC GA E     - 1,019,410.48    397,450.47   sFT  0.99997665   -0 27 22.1
 CL2374;UTM  17      - 3,630,881.607   311,921.362   MT  1.00003619   -1 05 18.3
 CL2374
 CL2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2374!SPC GA E     -   0.99998786  x   0.99997665  =   0.99996451
 CL2374!UTM  17      -   0.99998786  x   1.00003619  =   1.00002405
 CL2374
 CL2374|---------------------------------------------------------------------|
 CL2374| PID    Reference Object                     Distance      Geod. Az  |
 CL2374|                                                           dddmmss.s |
 CL2374| CL2375 BV 158 208 GADT PTA                  19.048 METERS 24935     |
 CL2374| CL2376 BM 13 MEA USGS                      117.324 METERS 26311     |
 CL2374| CL3030 BV 158 208 AZ MK                                   2750138.7 |
 CL2374|---------------------------------------------------------------------|
 CL2374
 CL2374                          SUPERSEDED SURVEY CONTROL
 CL2374
 CL2374  NAD 83(1986)-  32 47 59.35485(N)    083 00 31.14959(W) AD(       ) 2
 CL2374  NAD 27      -  32 47 58.79404(N)    083 00 31.62529(W) AD(       ) 2
 CL2374  NGVD 29 (07/19/86)  105.6    (m)          346.     (f) VERT ANG       
 CL2374
 CL2374.Superseded values are not recommended for survey control.
 CL2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2374.See file dsdata.txt to determine how the superseded data were derived.
 CL2374
 CL2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1192130882(NAD 83)
 CL2374_MARKER: DD = SURVEY DISK
 CL2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2374
 CL2374  HISTORY     - Date     Condition        Report By
 CL2374  HISTORY     - 1977     MONUMENTED       GADT
 CL2374
 CL2374                          STATION DESCRIPTION
 CL2374
 CL2374'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1977 (WRN)
 CL2374'THE STATION IS ABOUT 4-1/4 MILES EAST-SOUTHEAST OF TOOMSBORO,
 CL2374'5-1/4 MILES SOUTHWEST OF OCONEE, AND 9 MILES NORTH-NORTHEAST
 CL2374'OF NICKELSVILLE ON STATE RIGHT OF WAY.
 CL2374'
 CL2374'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 112 AND
 CL2374'57 IN TOOMSBORO, GO SOUTHEAST ALONG STATE ROUTE 57 FOR 1.0 MILE
 CL2374'TO A BRIDGE OVER CAMP CREEK. CONTINUE GOING SOUTHEAST ALONG
 CL2374'STATE ROUTE 57 FOR 2.15 MILES TO THE JUNCTION OF DIRT COUNTY
 CL2374'ROAD 130 TO THE RIGHT. CONTINUE GOING EAST ALONG STATE ROUTE 57
 CL2374'FOR 1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE GOING
 CL2374'EAST ALONG STATE ROUTE 57 FOR 0.1 MILE TO THE JUNCTION OF DIRT
 CL2374'COUNTY ROAD 124 FORKING TO THE RIGHT AND 13 MEA 1973 (USGS) ON
 CL2374'THE RIGHT. CONTINUE GOING SOUTHEAST ALONG STATE ROUTE 57 FOR
 CL2374'0.05 MILE TO THE STATION ON THE LEFT.
 CL2374'
 CL2374'THE STATION IS LOCATED 52 FEET NORTH OF THE CENTERLINE OF THE
 CL2374'HIGHWAY, 220.1 FEET WEST OF A RIGHT OF WAY MARKER, 118.0 FEET
 CL2374'EAST OF THE NORTH END OF AN 18 INCH CONCRETE CULVERT UNDER THE
 CL2374'HIGHWAY, 7.5 FEET SOUTH OF A POWER POLE, AND 3.8 FEET SOUTH OF
 CL2374'A WITNESS POST. IT IS A STANDARD BRASS DISK STAMPED---158-208
 CL2374'1977---, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST
 CL2374'2 INCHES BELOW THE SURFACE OF THE GROUND WITH STEEL RODS
 CL2374'EMBEDDED. THE UNDERGROUND STATION IS A STANDARD DISK
 CL2374'STAMPED---158-208 1977---, SET IN THE TOP OF A 5 INCH
 CL2374'CONCRETE CYLINDER APPROXIMATELY 0.84 METER BELOW THE SURFACE
 CL2374'OF THE GROUND.
 CL2374'
 CL2374'13 MEA 1973 (USGS) IS LOCATED 61 FEET SOUTH OF THE CENTERLINE
 CL2374'OF STATE ROUTE 57, 29 FEET NORTHEAST OF THE CENTERLINE OF COUNTY
 CL2374'ROAD 124, 29.7 FEET WEST OF THE LARGEST TREE OF A CLUSTER OF 4
 CL2374'MAGNOLIA TREES, 54.9 FEET EAST-NORTHEAST OF AN UNDERGROUND
 CL2374'TELEPHONE CABLE PEDESTAL ON THE SOUTHEAST SIDE OF COUNTY ROAD
 CL2374'124, AND 8 INCHES WEST OF A WITNESS POST. IT IS A STANDARD
 CL2374'ALUMINUM DISK SET BY THE U.S. DEPARTMENT OF INTERIOR GEOLOGICAL
 CL2374'SURVEY STAMPED---13 MEA 1973---, SET IN THE TOP OF A 7 INCH BY
 CL2374'7 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CL2374'GROUND.
 CL2374'
 CL2374'THE AZIMUTH MARK IS LOCATED 50 FEET SOUTH-SOUTHWEST OF THE
 CL2374'CENTERLINE OF THE HIGHWAY, 68.0 FEET SOUTHEAST OF THE SOUTH
 CL2374'END OF AN 18 INCH CONCRETE CULVERT UNDER THE HIGHWAY, 9.5 FEET
 CL2374'WEST OF A RIGHT OF WAY MARKER, 71.0 FEET NORTHWEST OF A 40 INCH
 CL2374'CEDAR TREE, AND 1.4 FEET NORTH-NORTHEAST OF A WITNESS POST. IT
 CL2374'IS A STANDARD DISK STAMPED---158-208 1977 AZMK---, SET IN THE
 CL2374'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST 2 INCHES BELOW THE
 CL2374'SURFACE OF THE GROUND WITH STEEL RODS EMBEDDED.
 CL2374'
 CL2374'HEIGHT OF LIGHT ABOVE MARK 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2305 ***********************************************************************
 BT2305  DESIGNATION -  BV ALBANY 1059
 BT2305  PID         -  BT2305
 BT2305  STATE/COUNTY-  GA/DOUGHERTY
 BT2305  USGS QUAD   -  ALBANY WEST (1988)
 BT2305
 BT2305                         *CURRENT SURVEY CONTROL
 BT2305  ___________________________________________________________________
 BT2305* NAD 83(1994)-  31 31 59.64510(N)    084 11 51.41318(W)     ADJUSTED  
 BT2305* NAVD 88     -        62.06   (+/-2cm)     203.6    (feet)  VERTCON   
 BT2305  ___________________________________________________________________
 BT2305  X           -     550,106.358 (meters)                     COMP
 BT2305  Y           -  -5,413,454.637 (meters)                     COMP
 BT2305  Z           -   3,316,445.359 (meters)                     COMP
 BT2305  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT2305  ELLIP HEIGHT-          32.33  (meters)          (09/03/97) GPS OBS
 BT2305  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT2305
 BT2305  HORZ ORDER  -  FIRST
 BT2305  VERT ORDER  -  THIRD ? (See Below)
 BT2305  ELLP ORDER  -  FOURTH    CLASS II
 BT2305
 BT2305.This mark is at Southwest Georgia Regional Airport (ABY)
 BT2305
 BT2305.The horizontal coordinates were established by GPS observations
 BT2305.and adjusted by the National Geodetic Survey in September 1997..
 BT2305
 BT2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2305.The vertical order pertains to the NGVD 29 superseded value.
 BT2305
 BT2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2305
 BT2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2305
 BT2305.The ellipsoidal height was determined by GPS observations
 BT2305.and is referenced to NAD 83.
 BT2305
 BT2305.The geoid height was determined by GEOID03.
 BT2305
 BT2305;                    North         East     Units Scale Factor Converg.
 BT2305;SPC GA W     -   169,966.245   697,061.192   MT  0.99990011   -0 00 58.3
 BT2305;SPC GA W     -   557,630.92  2,286,941.59   sFT  0.99990011   -0 00 58.3
 BT2305;UTM  16      - 3,492,105.048   766,080.840   MT  1.00047331   +1 27 59.4
 BT2305
 BT2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2305!SPC GA W     -   0.99999492  x   0.99990011  =   0.99989503
 BT2305!UTM  16      -   0.99999492  x   1.00047331  =   1.00046823
 BT2305
 BT2305                          SUPERSEDED SURVEY CONTROL
 BT2305
 BT2305  NAD 83(1986)-  31 31 59.65123(N)    084 11 51.41928(W) AD(       ) 1
 BT2305  NGVD 29 (03/24/92)   62.24   (m)          204.2    (f) LEVELING    3  
 BT2305
 BT2305.Superseded values are not recommended for survey control.
 BT2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2305.See file dsdata.txt to determine how the superseded data were derived.
 BT2305
 BT2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6608192105(NAD 83)
 BT2305_MARKER: DD = SURVEY DISK
 BT2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2305_SP_SET: CONCRETE POST
 BT2305_STAMPING: BV ALBANY 1059
 BT2305_MARK LOGO: NGS   
 BT2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2305+STABILITY: SURFACE MOTION
 BT2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2305+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1991
 BT2305
 BT2305  HISTORY     - Date     Condition        Report By
 BT2305  HISTORY     - 1977     MONUMENTED       GADT
 BT2305  HISTORY     - 19870701 GOOD             HOBBS
 BT2305  HISTORY     - 19880923 GOOD
 BT2305  HISTORY     - 19910524 GOOD             NGS
 BT2305
 BT2305                          STATION DESCRIPTION
 BT2305
 BT2305'DESCRIBED BY HOBBS AND ASSOCIATES 1987
 BT2305'STATION RECOVERED AT THE SOUTHWEST GEORGIA REGIONAL
 BT2305'AIRPORT AT ALBANY, IN DOUGHERTY COUNTY, GEORGIA. STATION IS PART OF
 BT2305'ALBANY BASELINE ESTABLISHED AT THE AIRPORT. ADDITIONAL DESCRIPTION
 BT2305'NOTES FOLLOW.
 BT2305'TO REACH STATION PROCEED ONTO AIRPORT AND TO RUNWAY 4-22. STATION IS
 BT2305'ALONG TAXIWAY SOUTHWEST OF INTERSECTION OF TWO RUNWAYS AND WEST OF
 BT2305'RUNWAY 4-22, ALONG NORTH SIDE OF TAXIWAY LEADING FROM RUNWAY 4.
 BT2305'STATION IS FLUSH WITH GROUND IN GRASSED AREA 61.4 FT (18.71 M)
 BT2305'EAST-NORTHEAST OF EDGE OF CONCRETE TAXIWAY, 7.2 FT (2.19 M) SOUTHWEST
 BT2305'OF A WITNESS POST.
 BT2305
 BT2305                          STATION RECOVERY (1988)
 BT2305
 BT2305'RECOVERED 1988
 BT2305'RECOVERED IN GOOD CONDITION.
 BT2305
 BT2305                          STATION RECOVERY (1991)
 BT2305
 BT2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LPB)
 BT2305'MARK IS A COMPONENT OF THE ALBANY CALIBRATION BASE LINE, LOCATED ON
 BT2305'THE SOUTH SIDE OF ALBANY AT THE SOUTHWEST GEORGIA REGIONAL AIRPORT.
 BT2305'OWNERSHIP--CITY OF ALBANY. NOTE - BECAUSE OF AIRPORT SECURITY AND
 BT2305'SAFETY CONCERNS, ALL USERS MUST BE ACCOMPANIED TO THE SITE.  TO
 BT2305'ARRANGE AN ESCORT TO THE MARK CONTACT MR. NORRIS STEAVENS, JR. AT THE
 BT2305'OFFICE OF THE CITY ENGINEER, CITY OF ALBANY, 1900 NORTH MONROE STREET,
 BT2305'ALBANY, GA 31701. HIS MAILING ADDRESS IS P.O. BOX 447, ALBANY, GA
 BT2305'31703-4801. THE OFFICE OF THE CITY ENGINEER IS LOCATED ON THE SECOND
 BT2305'FLOOR OF THE PUBLIC WORKS BUILDING AT 1900 NORTH MONROE STREET.  TO
 BT2305'REACH THIS BUILDING FROM THE INTERSECTION OF U.S. HIGHWAY 82 (LIBERTY
 BT2305'EXPRESSWAY) AND STATE HIGHWAYS 91 AND 133 (JEFFERSON STREET), LOCATED
 BT2305'ON THE NORTH SIDE OF ALBANY, GO SOUTH ON STATE HIGHWAYS 91 AND 133 FOR
 BT2305'0.8 KM (0.5 MI) TO THE INTERSECTION OF 11TH AVENUE ON THE RIGHT. TURN
 BT2305'RIGHT AND GO WEST ON 11TH AVENUE FOR 0.32 KM (0.20 MI) TO THE
 BT2305'INTERSECTION OF MONROE STREET.  THE PUBLIC WORKS BUILDING IS TO THE
 BT2305'RIGHT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION. MARK IS SET IN
 BT2305'THE TOP OF A 34 CM (13 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1
 BT2305'IN) BELOW GROUND SURFACE.  IT IS 24.2 M (79.4 FT) EAST-NORTHEAST OF
 BT2305'THE CENTERLINE OF A TAXIWAY AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A
 BT2305'CARSONITE WITNESS POST. FOR MORE INFORMATION CONTACT MR. JEFFERY
 BT2305'OLSEN, GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS, 1200 EQUITABLE
 BT2305'BUILDING, 100 PEACHTREE STREET, ATLANTA, GA 30303.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1586 ***********************************************************************
 AI1586  CBN         -  This is a Cooperative Base Network Control Station.
 AI1586  DESIGNATION -  BV HLS 147
 AI1586  PID         -  AI1586
 AI1586  STATE/COUNTY-  GA/WALTON
 AI1586  USGS QUAD   -  HIGH SHOALS (1985)
 AI1586
 AI1586                         *CURRENT SURVEY CONTROL
 AI1586  ___________________________________________________________________
 AI1586* NAD 83(1994)-  33 52 11.68668(N)    083 36 11.56413(W)     ADJUSTED  
 AI1586* NAVD 88     -       237.2    (meters)     778.     (feet)  GPS OBS   
 AI1586  ___________________________________________________________________
 AI1586  X           -     590,655.662 (meters)                     COMP
 AI1586  Y           -  -5,268,480.298 (meters)                     COMP
 AI1586  Z           -   3,534,590.938 (meters)                     COMP
 AI1586  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AI1586  ELLIP HEIGHT-         208.23  (meters)          (09/21/99) GPS OBS
 AI1586  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AI1586
 AI1586  HORZ ORDER  -  A
 AI1586  ELLP ORDER  -  THIRD     CLASS I
 AI1586
 AI1586.The horizontal coordinates were established by GPS observations
 AI1586.and adjusted by the National Geodetic Survey in September 1999..
 AI1586
 AI1586.The orthometric height was determined by GPS observations and a
 AI1586.high-resolution geoid model.
 AI1586
 AI1586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1586
 AI1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1586
 AI1586.The ellipsoidal height was determined by GPS observations
 AI1586.and is referenced to NAD 83.
 AI1586
 AI1586.The geoid height was determined by GEOID03.
 AI1586
 AI1586;                    North         East     Units Scale Factor Converg.
 AI1586;SPC GA W     -   429,218.574   752,128.939   MT  0.99993349   +0 18 50.5
 AI1586;SPC GA W     - 1,408,194.60  2,467,609.69   sFT  0.99993349   +0 18 50.5
 AI1586;UTM  17      - 3,750,782.243   259,201.518   MT  1.00031486   -1 27 05.4
 AI1586
 AI1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1586!SPC GA W     -   0.99996731  x   0.99993349  =   0.99990080
 AI1586!UTM  17      -   0.99996731  x   1.00031486  =   1.00028216
 AI1586
 AI1586                          SUPERSEDED SURVEY CONTROL
 AI1586
 AI1586.No superseded survey control is available for this station.
 AI1586
 AI1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5920250782(NAD 83)
 AI1586_MARKER: DD = SURVEY DISK
 AI1586_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AI1586_STAMPING: BV HLS 147
 AI1586_MARK LOGO: GADT  
 AI1586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1586+STABILITY: SURFACE MOTION
 AI1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1586+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1586
 AI1586  HISTORY     - Date     Condition        Report By
 AI1586  HISTORY     - 1998     MONUMENTED       GADT
 AI1586  HISTORY     - 20020827 MARK NOT FOUND   GADT
 AI1586
 AI1586                          STATION DESCRIPTION
 AI1586
 AI1586'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1998 (LHS)
 AI1586'THE STATION IS LOCATED APPROXIMATELY 3.25 MI (5.23 KM) EAST/SOUTHEAST
 AI1586'OF GRATIS, 6 MI (9.7 KM) WEST OF OF EASTVILLE AND 8.0 MI (12.9 KM)
 AI1586'NORTHEAST OF MONROE ON STATE HIGHWAY RIGHT OF WAY.  FROM THE
 AI1586'COURTHOUSE IN MONROE GO 1.30 MI (2.09 KM) STATE ROUTE BUSINESS 10 TO
 AI1586'U.S.  HIGHWAY 78, GO EAST ON U.S.  78 FOR 0.90 MI (1.45 KM) TO STATE
 AI1586'ROUTE 83.  FROM THE INTERSECTION OF U.S.  78 AND STATE ROUTE 83 GO
 AI1586'EAST ON U.S.  78 FOR 1.20 MI (1.93 KM) TO JIM DAWS ROAD, CONTINUE EAST
 AI1586'ALONG U.S.  78 FOR 1.30 MI (2.09 KM) TO MOUNT VERNON ROAD, CONTINUE
 AI1586'TRAVELING EAST ON U.S.  78 FOR 1.80 MI (2.90 KM) TO JACKS CREEK ROAD,
 AI1586'CONTINUE EAST ON U.S.  78 FOR 0.50 MI (0.80 KM) TO LOCKLIN ROAD,
 AI1586'CONTINUE EAST ON U.S.  78 FOR 0.80 MI (1.29 KM) TO CHEEK ROAD,
 AI1586'CONTINUE EAST ON U.S.  78 FOR 0.12 MI (0.19 KM) AND THE STATION ON THE
 AI1586'RIGHT.  THE MARKER IS A STANDARD BRASS DISK SET IN CONCRETE STAMPED BV
 AI1586'HLS 147 1998.  THE STATION IS LOCATED 3.55 M (11.65 FT) NORTH OF A
 AI1586'WOODEN FENCE, 3.55 M (11.65 FT) NORTH OF A METAL WITNESS POST SET AT
 AI1586'THE CORNER OF THE FENCE WHERE THE WOOD FENCE CHANGES TO A METAL FENCE,
 AI1586'22.20 M (72.83 FT) SOUTH OF THE OUTSIDE EDGE OF PAVEMENT ON THE
 AI1586'EASTBOUND LANES OF U.S.  78. ALTERNATE TO REACH.  FROM THE
 AI1586'OCONEE-WALTON COUNTY LINE AT THE APALACHEE RIVER GO WEST ALONG U.S.
 AI1586'78 FOR 0.87 MI (1.40 KM) TO THE STATION ON THE LEFT AND ACROSS A GRASS
 AI1586'MEDIAN AND TWO EASTBOUND LANES OF U.S.  78.
 AI1586
 AI1586                          STATION RECOVERY (2002)
 AI1586
 AI1586'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 AI1586'THIS MARK WAS REPORTED AS DESTROYED DUE TO CONSTUCTION OF A NEW WATER
 AI1586'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2773 ***********************************************************************
 AA2773  DESIGNATION -  BV LA 1
 AA2773  PID         -  AA2773
 AA2773  STATE/COUNTY-  GA/JEFFERSON
 AA2773  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 AA2773
 AA2773                         *CURRENT SURVEY CONTROL
 AA2773  ___________________________________________________________________
 AA2773* NAD 83(1994)-  32 59 10.07754(N)    082 23 09.04113(W)     ADJUSTED  
 AA2773* NAVD 88     -        95.9    (meters)     315.     (feet)  GPS OBS   
 AA2773  ___________________________________________________________________
 AA2773  X           -     709,593.122 (meters)                     COMP
 AA2773  Y           -  -5,308,149.234 (meters)                     COMP
 AA2773  Z           -   3,452,705.146 (meters)                     COMP
 AA2773  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AA2773  ELLIP HEIGHT-          66.93  (meters)          (03/18/98) GPS OBS
 AA2773  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA2773
 AA2773  HORZ ORDER  -  FIRST
 AA2773  ELLP ORDER  -  FIFTH     CLASS I
 AA2773
 AA2773.This mark is at Louisville Municipal Airport (2J3)
 AA2773
 AA2773.The horizontal coordinates were established by GPS observations
 AA2773.and adjusted by the National Geodetic Survey in March 1998..
 AA2773
 AA2773.The orthometric height was determined by GPS observations and a
 AA2773.high-resolution geoid model.
 AA2773
 AA2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2773
 AA2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2773
 AA2773.The ellipsoidal height was determined by GPS observations
 AA2773.and is referenced to NAD 83.
 AA2773
 AA2773.The geoid height was determined by GEOID03.
 AA2773
 AA2773;                    North         East     Units Scale Factor Converg.
 AA2773;SPC GA E     -   331,084.917   179,515.927   MT  0.99990517   -0 07 09.6
 AA2773;SPC GA E     - 1,086,234.43    588,961.84   sFT  0.99990517   -0 07 09.6
 AA2773;UTM  17      - 3,650,602.279   370,514.726   MT  0.99980673   -0 45 16.6
 AA2773
 AA2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2773!SPC GA E     -   0.99998949  x   0.99990517  =   0.99989466
 AA2773!UTM  17      -   0.99998949  x   0.99980673  =   0.99979622
 AA2773
 AA2773:                Primary Azimuth Mark                     Grid Az
 AA2773:SPC GA E     -  BV LA 1 AZ MK                            123 41 43.1
 AA2773:UTM  17      -  BV LA 1 AZ MK                            124 19 50.1
 AA2773
 AA2773|---------------------------------------------------------------------|
 AA2773| PID    Reference Object                     Distance      Geod. Az  |
 AA2773|                                                           dddmmss.s |
 AA2773| AA2774 BV LA 1 AZ MK                       APPROX. 0.5 KM 1233433.5 |
 AA2773|---------------------------------------------------------------------|
 AA2773
 AA2773                          SUPERSEDED SURVEY CONTROL
 AA2773
 AA2773  NAD 83(1994)-  32 59 10.07688(N)    082 23 09.04022(W) AD(       ) 1
 AA2773  ELLIP H (03/09/95)   66.92   (m)                       GP(       ) 5 1
 AA2773  NGVD 29 (03/09/95)   96.2    (m)          316.     (f) GPS OBS        
 AA2773
 AA2773.Superseded values are not recommended for survey control.
 AA2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2773.See file dsdata.txt to determine how the superseded data were derived.
 AA2773
 AA2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7051550602(NAD 83)
 AA2773_MARKER: DD = SURVEY DISK
 AA2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2773_STAMPING: BV LA 1 1994
 AA2773_MARK LOGO: GADT  
 AA2773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2773+STABILITY: SURFACE MOTION
 AA2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2773+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA2773
 AA2773  HISTORY     - Date     Condition        Report By
 AA2773  HISTORY     - 1994     MONUMENTED       GADT
 AA2773
 AA2773                          STATION DESCRIPTION
 AA2773
 AA2773'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994
 AA2773'THE STATION IS LOCATED AT THE LOUISVILLE AIRPORT, ON PROPERTY OWNED BY
 AA2773'THE CITY OF LOUISVILLE, CONTACT MR. BYRON BURT, PHONE--912-625-8208,
 AA2773'HOME--912-625-8207 OR CITY MANAGER MR. DONNIE RHODES,
 AA2773'PHONE--912-625-3166. TO REACH THE STATION FROM THE INTERSECTION OF
 AA2773'U.S. HIGHWAY 1 AND STATE HIGHWAY 17 IN SOUTHEAST LOUISVILLE, GO
 AA2773'SOUTHEAST ON HIGHWAY 17 FOR 0.65 MI (1.05 KM)  TO AIRPORT ROAD ON THE
 AA2773'RIGHT AT THE WATER TANK, TURN RIGHT AND GO 0.3 MI (0.5 KM)  TO A DIRT
 AA2773'ROAD ON THE LEFT AND THE AIRPORT OFFICE ON THE RIGHT, TURN LEFT ON
 AA2773'DIRT ROAD AND GO 0.05 MI (0.08 KM)  TO THE TAXIWAY, TURN RIGHT ON
 AA2773'TAXIWAY AND GO 0.1 MI (0.2 KM)  ACROSS RUNWAY TO GRASS STRIP, TURN
 AA2773'LEFT AND GO 0.05 MI (0.08 KM)  TO THE STATION ON THE RIGHT. THE
 AA2773'STATION IS RECESSED2 CM BELOW THE LEVEL OF THE GROUND AND SET IN THE
 AA2773'TOP OF A CONCRETE POST, STAMPED BV LA - 1 1994.  LOCATED 80.4 FT (24.5
 AA2773'M)  SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY ANF 10 FT (3.0 M)
 AA2773'NORTHEAST OF A WITNESS STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2774 ***********************************************************************
 AA2774  DESIGNATION -  BV LA 1 AZ MK
 AA2774  PID         -  AA2774
 AA2774  STATE/COUNTY-  GA/JEFFERSON
 AA2774  USGS QUAD   -  LOUISVILLE SOUTH (1980)
 AA2774
 AA2774                         *CURRENT SURVEY CONTROL
 AA2774  ___________________________________________________________________
 AA2774* NAD 83(1994)-  32 59 00.71223(N)    082 22 52.30145(W)     ADJUSTED  
 AA2774* NAVD 88     -        92.5    (meters)     303.     (feet)  GPS OBS   
 AA2774  ___________________________________________________________________
 AA2774  X           -     710,044.348 (meters)                     COMP
 AA2774  Y           -  -5,308,244.422 (meters)                     COMP
 AA2774  Z           -   3,452,461.239 (meters)                     COMP
 AA2774  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AA2774  ELLIP HEIGHT-          63.45  (meters)          (03/18/98) GPS OBS
 AA2774  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA2774
 AA2774  HORZ ORDER  -  FIRST
 AA2774  ELLP ORDER  -  FIFTH     CLASS I
 AA2774
 AA2774.This mark is at Louisville Municipal Airport (2J3)
 AA2774
 AA2774.The horizontal coordinates were established by GPS observations
 AA2774.and adjusted by the National Geodetic Survey in March 1998..
 AA2774
 AA2774.The orthometric height was determined by GPS observations and a
 AA2774.high-resolution geoid model.
 AA2774
 AA2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2774
 AA2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2774
 AA2774.The ellipsoidal height was determined by GPS observations
 AA2774.and is referenced to NAD 83.
 AA2774
 AA2774.The geoid height was determined by GEOID03.
 AA2774
 AA2774;                    North         East     Units Scale Factor Converg.
 AA2774;SPC GA E     -   330,795.535   179,949.914   MT  0.99990496   -0 07 00.4
 AA2774;SPC GA E     - 1,085,285.02    590,385.68   sFT  0.99990496   -0 07 00.4
 AA2774;UTM  17      - 3,650,308.133   370,945.435   MT  0.99980536   -0 45 07.3
 AA2774
 AA2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2774!SPC GA E     -   0.99999004  x   0.99990496  =   0.99989500
 AA2774!UTM  17      -   0.99999004  x   0.99980536  =   0.99979540
 AA2774
 AA2774:                Primary Azimuth Mark                     Grid Az
 AA2774:SPC GA E     -  BV LA 1                                  303 41 43.1
 AA2774:UTM  17      -  BV LA 1                                  304 19 50.0
 AA2774
 AA2774|---------------------------------------------------------------------|
 AA2774| PID    Reference Object                     Distance      Geod. Az  |
 AA2774|                                                           dddmmss.s |
 AA2774| AA2773 BV LA 1                             APPROX. 0.5 KM 3033442.7 |
 AA2774|---------------------------------------------------------------------|
 AA2774
 AA2774                          SUPERSEDED SURVEY CONTROL
 AA2774
 AA2774  NAD 83(1994)-  32 59 00.71157(N)    082 22 52.30055(W) AD(       ) 1
 AA2774  NGVD 29 (03/09/95)   92.7    (m)          304.     (f) GPS OBS        
 AA2774
 AA2774.Superseded values are not recommended for survey control.
 AA2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2774.See file dsdata.txt to determine how the superseded data were derived.
 AA2774
 AA2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7094550308(NAD 83)
 AA2774_MARKER: DD = SURVEY DISK
 AA2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2774_STAMPING: BV LA - 1 1994 AZMK
 AA2774_MARK LOGO: GADT  
 AA2774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2774+STABILITY: SURFACE MOTION
 AA2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2774+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA2774
 AA2774  HISTORY     - Date     Condition        Report By
 AA2774  HISTORY     - 1994     MONUMENTED       GADT
 AA2774
 AA2774                          STATION DESCRIPTION
 AA2774
 AA2774'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994
 AA2774'THE STATION IS LOCATED AT THE LOUISVILLE AIRPORT, ON PROPERTY OWNED BY
 AA2774'THE CITY OF LOUISVILLE, CONTACT MR. BYRON BURT, PHONE--912-625-8208,
 AA2774'HOME--912-625-8207 OR CITY MANAGER MR. DONNIE RHODES,
 AA2774'PHONE--912-625-3166. TO REACH THE STATION FROM THE INTERSECTION OF
 AA2774'U.S. HIGHWAY 1 AND STATE HIGHWAY 17 IN SOUTHEAST LOUISVILLE, GO
 AA2774'SOUTHEAST ON HIGHWAY 17 FOR 0.65 MI (1.05 KM)  TO AIRPORT ROAD ON THE
 AA2774'RIGHT AT THE WATER TANK, TURN RIGHT AND GO 0.3 MI (0.5 KM)  TO A DIRT
 AA2774'ROAD ON THE LEFT AND THE AIRPORT OFFICE ON THE RIGHT, TURN LEFT ON
 AA2774'DIRT ROAD AND GO 0.05 MI (0.08 KM)  TO THE TAXIWAY, TURN LEFT AND GO
 AA2774'0.3 MI (0.5 KM) SOUTHEAST TO THE END OF THE RUNWAY AND THE STATION ON
 AA2774'THE RIGHT. THE STATION IS LEVEL WITH THE GROUND AND SET IN THE TOP OF
 AA2774'A CONCRETE POST, STAMPED BV LA - 1 1994 AZMK.  LOCATED 76.7 FT (23.4
 AA2774'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY ANF 12 FT (3.7 M)
 AA2774'NORTHEAST OF A WITNESS STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2017 ***********************************************************************
 CM2017  DESIGNATION -  BYNUM
 CM2017  PID         -  CM2017
 CM2017  STATE/COUNTY-  GA/TALBOT
 CM2017  USGS QUAD   -  GENEVA (1985)
 CM2017
 CM2017                         *CURRENT SURVEY CONTROL
 CM2017  ___________________________________________________________________
 CM2017* NAD 83(1994)-  32 32 46.15411(N)    084 36 48.55119(W)     ADJUSTED  
 CM2017* NAVD 88     -       119.96   (+/-2cm)     393.6    (feet)  VERTCON   
 CM2017  ___________________________________________________________________
 CM2017  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CM2017  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CM2017
 CM2017  HORZ ORDER  -  FIRST
 CM2017  VERT ORDER  -  THIRD ? (See Below)
 CM2017
 CM2017.The horizontal coordinates were established by classical geodetic methods
 CM2017.and adjusted by the National Geodetic Survey in September 1997..
 CM2017
 CM2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2017.The vertical order pertains to the NGVD 29 superseded value.
 CM2017
 CM2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2017
 CM2017.The geoid height was determined by GEOID03.
 CM2017
 CM2017;                    North         East     Units Scale Factor Converg.
 CM2017;SPC GA W     -   282,362.722   658,034.801   MT  0.99992171   -0 14 25.4
 CM2017;SPC GA W     -   926,385.03  2,158,902.51   sFT  0.99992171   -0 14 25.4
 CM2017;UTM  16      - 3,603,487.075   724,100.030   MT  1.00021932   +1 17 03.9
 CM2017
 CM2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2017!SPC GA W     -   0.99998538  x   0.99992171  =   0.99990709
 CM2017!UTM  16      -   0.99998538  x   1.00021932  =   1.00020470
 CM2017
 CM2017:                Primary Azimuth Mark                     Grid Az
 CM2017:SPC GA W     -  CATT                                     075 10 07.2
 CM2017:UTM  16      -  CATT                                     073 38 37.9
 CM2017
 CM2017|---------------------------------------------------------------------|
 CM2017| PID    Reference Object                     Distance      Geod. Az  |
 CM2017|                                                           dddmmss.s |
 CM2017| CM2018 CATT                                APPROX. 0.8 KM 0745541.8 |
 CM2017| CY8728 BYNUM RM                                           21508     |
 CM2017|---------------------------------------------------------------------|
 CM2017
 CM2017                          SUPERSEDED SURVEY CONTROL
 CM2017
 CM2017  NAD 83(1994)-  32 32 46.15858(N)    084 36 48.54847(W) AD(       ) 1
 CM2017  NAD 83(1986)-  32 32 46.15919(N)    084 36 48.54887(W) AD(       ) 1
 CM2017  NAD 27      -  32 32 45.66100(N)    084 36 48.83000(W) AD(       ) 1
 CM2017  NGVD 29 (07/19/86)  120.03   (m)          393.8    (f) LEVELING    3  
 CM2017
 CM2017.Superseded values are not recommended for survey control.
 CM2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2017.See file dsdata.txt to determine how the superseded data were derived.
 CM2017
 CM2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2410003487(NAD 83)
 CM2017_MARKER: DS = TRIANGULATION STATION DISK
 CM2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2017
 CM2017  HISTORY     - Date     Condition        Report By
 CM2017  HISTORY     - 1917     MONUMENTED       CGS
 CM2017  HISTORY     - 1954     GOOD             CGS
 CM2017
 CM2017                          STATION DESCRIPTION
 CM2017
 CM2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (GDC)
 CM2017'ABOUT 3/4 MILE WEST OF JUNIPER DEPOT, ON THE CENTRAL OF GEORGIA
 CM2017'RAILWAY, 4.5 RAILS WEST OF CENTER LINE OF TRESTLE M-265.7, 7.3 FEET
 CM2017'NORTH OF NORTH RAIL.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM2017'REFERENCE MARK IS 8.856 METERS
 CM2017'(29.06 FEET) FROM STATION.
 CM2017
 CM2017                          STATION RECOVERY (1954)
 CM2017
 CM2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2017'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 CM2017'
 CM2017'LOCATED ABOUT 0.6 MI. W ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CM2017'JUNIPER, 145 FT. W OF THE CENTER OF TRESTLE 265.7, 7.3 FT. NW OF
 CM2017'THE NW RAIL, AND 53 FT. E OF POLE 265/25.  IT IS A STANDARD
 CM2017'TRIANGULATION DISK, STAMPED BYNUM 1917 AND IS 6 IN. BELOW THE
 CM2017'SURFACE OF THE GROUND.
 CM2017'
 CM2017'THE REFERENCE MARK IS 29.06 FT. SW OF THE STATION, 5 FT.  SE OF THE
 CM2017'SE RAIL, AND 43 FT. E-SE OF POLE 265/25.  IT IS A STANDARD
 CM2017'REFERENCE-MARK DISK, STAMPED BYNUM 1917 AND IS 16 IN. BELOW THE
 CM2017'SURFACE OF THE GROUND AND ABOUT 2 FT. LOWER THAN THE TRACK.
 CM2017'
 CM2017'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1521 ***********************************************************************
 BR1521  DESIGNATION -  BYRD
 BR1521  PID         -  BR1521
 BR1521  STATE/COUNTY-  GA/GLYNN
 BR1521  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1521
 BR1521                         *CURRENT SURVEY CONTROL
 BR1521  ___________________________________________________________________
 BR1521* NAD 83(1994)-  31 12 25.69803(N)    081 33 23.60809(W)     ADJUSTED  
 BR1521* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1521  ___________________________________________________________________
 BR1521  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BR1521  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 BR1521
 BR1521  HORZ ORDER  -  THIRD
 BR1521
 BR1521.The horizontal coordinates were established by classical geodetic methods
 BR1521.and adjusted by the National Geodetic Survey in September 1997..
 BR1521
 BR1521.The orthometric height was scaled from a topographic map.
 BR1521
 BR1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1521
 BR1521.The geoid height was determined by GEOID03.
 BR1521
 BR1521;                    North         East     Units Scale Factor Converg.
 BR1521;SPC GA E     -   133,973.611   258,136.365   MT  0.99994168   +0 18 58.1
 BR1521;SPC GA E     -   439,545.09    846,902.39   sFT  0.99994168   +0 18 58.1
 BR1521;UTM  17      - 3,452,691.856   446,982.426   MT  0.99963467   -0 17 18.2
 BR1521
 BR1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1521!SPC GA E     -   1.00000446  x   0.99994168  =   0.99994614
 BR1521!UTM  17      -   1.00000446  x   0.99963467  =   0.99963913
 BR1521
 BR1521                          SUPERSEDED SURVEY CONTROL
 BR1521
 BR1521  NAD 83(1986)-  31 12 25.70937(N)    081 33 23.61208(W) AD(       ) 3
 BR1521  NAD 27      -  31 12 24.89000(N)    081 33 24.24000(W) AD(       ) 3
 BR1521
 BR1521.Superseded values are not recommended for survey control.
 BR1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1521.See file dsdata.txt to determine how the superseded data were derived.
 BR1521
 BR1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4698252692(NAD 83)
 BR1521
 BR1521  HISTORY     - Date     Condition        Report By
 BR1521  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1521  HISTORY     - 1953     POOR             CGS
 BR1521
 BR1521                          STATION DESCRIPTION
 BR1521
 BR1521'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1521'A STATION OF THE U S E D NEAR THE NORTHERN END OF BLYTHE ISLAND, ON
 BR1521'THE W BANK OF TURTLE RIVER, ABOUT 3/4 MILE S OF THE POINT WHERE IT
 BR1521'CHANGES DIRECTION FROM N AND S TO E AND W.  STATION IS MARKED BY A
 BR1521'STAND AND 4 X 6 POST.  THIS STATION WAS LOCATED BY INTERSECTION.
 BR1521
 BR1521                          STATION RECOVERY (1953)
 BR1521
 BR1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 BR1521'THE STATION WAS RECOVERED IN POOR CONDITION.  THE STAND IS IN RUINS.
 BR1521'THE TOP 3 FT. OF THE 4- BY 6-IN. POST IS ROTTED.  THE LOWER PORTION
 BR1521'OF THE POST IS SOLID AND COULD BE USED FOR HYDROGRAPHIC OR
 BR1521'PHOTOGRAMMETRIC CONTROL.  THE DESCRIPTION OF C.M.D. IN 1933 IS
 BR1521'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1536 ***********************************************************************
 CM1536  DESIGNATION -  BYRD
 CM1536  PID         -  CM1536
 CM1536  STATE/COUNTY-  GA/TAYLOR
 CM1536  USGS QUAD   -  FICKLING MILL (1981)
 CM1536
 CM1536                         *CURRENT SURVEY CONTROL
 CM1536  ___________________________________________________________________
 CM1536* NAD 83(1994)-  32 39 23.73581(N)    084 07 40.00222(W)     ADJUSTED  
 CM1536* NAVD 88     -       153.3    (meters)     503.     (feet)  VERTCON   
 CM1536  ___________________________________________________________________
 CM1536  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CM1536  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CM1536
 CM1536  HORZ ORDER  -  FIRST
 CM1536
 CM1536.The horizontal coordinates were established by classical geodetic methods
 CM1536.and adjusted by the National Geodetic Survey in September 1997..
 CM1536
 CM1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1536
 CM1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1536
 CM1536.The geoid height was determined by GEOID03.
 CM1536
 CM1536;                    North         East     Units Scale Factor Converg.
 CM1536;SPC GA W     -   294,521.570   703,647.883   MT  0.99990016   +0 01 15.5
 CM1536;SPC GA W     -   966,276.18  2,308,551.43   sFT  0.99990016   +0 01 15.5
 CM1536;UTM  16      - 3,616,863.312   769,393.039   MT  1.00049498   +1 33 02.9
 CM1536
 CM1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1536!SPC GA W     -   0.99998011  x   0.99990016  =   0.99988027
 CM1536!UTM  16      -   0.99998011  x   1.00049498  =   1.00047508
 CM1536
 CM1536:                Primary Azimuth Mark                     Grid Az
 CM1536:SPC GA W     -  ROBERTA                                  029 34 45.5
 CM1536:UTM  16      -  ROBERTA                                  028 02 58.1
 CM1536
 CM1536|---------------------------------------------------------------------|
 CM1536| PID    Reference Object                     Distance      Geod. Az  |
 CM1536|                                                           dddmmss.s |
 CM1536| CM1495 ROBERTA                             APPROX. 9.7 KM 0293601.0 |
 CM1536| CL2743 ROBERTA PUB SERV TEL MICROWAVE      APPROX.16.3 KM 0650547.5 |
 CM1536| CY8732 BYRD RM 1                            22.633 METERS 21647     |
 CM1536| CM1561 TAYLOR COUNTY LOT                   APPROX.15.7 KM 2274309.0 |
 CM1536| CM1563 BUTLER HOMES CORP TANK              APPROX.15.7 KM 2304222.1 |
 CM1536| CY8733 BYRD RM 2                            24.075 METERS 31532     |
 CM1536|---------------------------------------------------------------------|
 CM1536
 CM1536                          SUPERSEDED SURVEY CONTROL
 CM1536
 CM1536  NAD 83(1986)-  32 39 23.74085(N)    084 07 40.00090(W) AD(       ) 1
 CM1536  NAD 27      -  32 39 23.22919(N)    084 07 40.31643(W) AD(       ) 1
 CM1536  NGVD 29 (07/19/86)  153.4    (m)          503.     (f) VERT ANG       
 CM1536
 CM1536.Superseded values are not recommended for survey control.
 CM1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1536.See file dsdata.txt to determine how the superseded data were derived.
 CM1536
 CM1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB6939316863(NAD 83)
 CM1536_MARKER: DS = TRIANGULATION STATION DISK
 CM1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1536
 CM1536  HISTORY     - Date     Condition        Report By
 CM1536  HISTORY     - 1974     MONUMENTED       NGS
 CM1536
 CM1536                          STATION DESCRIPTION
 CM1536
 CM1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1536'NO SUITABLE LOCATION FOR A DISTANT RM.
 CM1536'
 CM1536'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF BUTLER,
 CM1536'8 MILES SOUTHWEST OF ROBERTA, 7.5 MILES SOUTHEAST OF THE JUNCTION
 CM1536'OF U.S. HIGHWAYS 19 AND 80 (WEST) AND ON PROPERTY OWNED BY
 CM1536'MR. MERCER BYRD, FORT VALLY, GEORGIA.  TELEPHONE 825-2043.
 CM1536'
 CM1536'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND 80 (WEST) ABOUT
 CM1536'13 MILES SOUTHEAST OF THOMASTON, GO SOUTH ON HIGHWAY 19 FOR 4.1
 CM1536'MILES TO THE JUNCTION OF STATE ROUTE 263 ON THE LEFT.  TURN LEFT
 CM1536'AND GO EAST ON ROUTE 263 FOR 7.7 MILES TO THE JUNCTION OF STATE
 CM1536'ROUTE 137.  TURN LEFT AND GO NORTHEAST ON ROUTE 137 FOR 0.45 MILE
 CM1536'TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 CM1536'FIELD ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 CM1536'SOUTHWEST FOR ABOUT 200 FEET TO THE SOUTHEAST CORNER OF A PINE
 CM1536'WOODS AND THE STATION AS DESCRIBED.
 CM1536'
 CM1536'THE STATION MARKS ARE STANDARD DISKS STAMPED BYRD 1974.  THE
 CM1536'SURFACE DISK IS SET IN THE TOP OF A 16-INCH CYLINDRICAL CONCRETE
 CM1536'MONUMENT 18 INCHES BELOW THE GROUND SURFACE.  IT IS 76 FEET
 CM1536'NORTHEAST OF A METAL WITNESS POST, 20.5 FEET SOUTH OF A 10-INCH
 CM1536'PINE TREE AT THE SOUTHEAST CORNER OF THE WOODS AND 17 FEET
 CM1536'EAST-SOUTHEAST OF A 12-INCH PINE TREE.  THE UNDERGROUND DISK IS
 CM1536'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 46 INCHES
 CM1536'BELOW THE GROUND SURFACE.
 CM1536'
 CM1536'REFERENCE MARK 1, A STANDARD DISK STAMPED BYRD NO 1 1974, IS SET IN
 CM1536'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 CM1536'GROUND SURFACE.  IT IS 21 FEET SOUTHWEST OF A 12-INCH PINE TREE,
 CM1536'1.5 FEET NORTHEAST OF THE WITNESS POST AND AT THE EXTREME EDGE OF
 CM1536'A CULTIVATED FIELD.
 CM1536'
 CM1536'REFERENCE MARK 2, A STANDARD DISK STAMPED BYRD NO 2 1974, IS SET
 CM1536'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 CM1536'THE GROUND SURFACE.  IT IS 117.5 FEET NORTH OF THE WITNESS POST,
 CM1536'19.5 FEET SOUTHEAST OF AN 8-INCH PINE TREE AND 11 FEET NORTHEAST
 CM1536'OF AN 8-INCH PINE TREE.
 CM1536'
 CM1536'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1641 ***********************************************************************
 BS1641  DESIGNATION -  BYRD 2
 BS1641  PID         -  BS1641
 BS1641  STATE/COUNTY-  GA/COFFEE
 BS1641  USGS QUAD   -  BROXTON NE (1988)
 BS1641
 BS1641                         *CURRENT SURVEY CONTROL
 BS1641  ___________________________________________________________________
 BS1641* NAD 83(1994)-  31 42 05.50121(N)    082 52 28.60698(W)     ADJUSTED  
 BS1641* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BS1641  ___________________________________________________________________
 BS1641  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 BS1641  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS1641
 BS1641  HORZ ORDER  -  SECOND
 BS1641
 BS1641.The horizontal coordinates were established by classical geodetic methods
 BS1641.and adjusted by the National Geodetic Survey in September 1997..
 BS1641.No horizontal observational check was made to the station.
 BS1641
 BS1641.The orthometric height was scaled from a topographic map.
 BS1641
 BS1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1641
 BS1641.The geoid height was determined by GEOID03.
 BS1641
 BS1641;                    North         East     Units Scale Factor Converg.
 BS1641;SPC GA E     -   188,842.221   132,894.066   MT  0.99995552   -0 22 19.3
 BS1641;SPC GA E     -   619,559.85    436,003.28   sFT  0.99995552   -0 22 19.3
 BS1641;SPC GA W     -   189,350.117   822,476.485   MT  1.00008495   +0 40 44.6
 BS1641;SPC GA W     -   621,226.18  2,698,408.27   sFT  1.00008495   +0 40 44.6
 BS1641;UTM  17      - 3,508,880.662   322,347.287   MT  0.99998926   -0 59 07.3
 BS1641
 BS1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1641!SPC GA E     -   0.99998876  x   0.99995552  =   0.99994428
 BS1641!SPC GA W     -   0.99998876  x   1.00008495  =   1.00007371
 BS1641!UTM  17      -   0.99998876  x   0.99998926  =   0.99997802
 BS1641
 BS1641:                Primary Azimuth Mark                     Grid Az
 BS1641:SPC GA E     -  BYRD 2 AZ MK                             019 44 36.9
 BS1641:SPC GA W     -  BYRD 2 AZ MK                             018 41 33.0
 BS1641:UTM  17      -  BYRD 2 AZ MK                             020 21 24.9
 BS1641
 BS1641|---------------------------------------------------------------------|
 BS1641| PID    Reference Object                     Distance      Geod. Az  |
 BS1641|                                                           dddmmss.s |
 BS1641| CW4735 BYRD 2 AZ MK                                       0192217.6 |
 BS1641| CW4736 BYRD 2 RM 3                          10.347 METERS 09536     |
 BS1641| AB6430 BYRD RESET                           14.324 METERS 13315     |
 BS1641| CW4737 BYRD 2 RM 4                          13.981 METERS 14834     |
 BS1641|---------------------------------------------------------------------|
 BS1641
 BS1641                          SUPERSEDED SURVEY CONTROL
 BS1641
 BS1641  NAD 83(1986)-  31 42 05.50074(N)    082 52 28.61087(W) AD(       ) 2
 BS1641  NAD 27      -  31 42 04.82557(N)    082 52 29.08629(W) AD(       ) 2
 BS1641
 BS1641.Superseded values are not recommended for survey control.
 BS1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1641.See file dsdata.txt to determine how the superseded data were derived.
 BS1641
 BS1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR2234708881(NAD 83)
 BS1641_MARKER: DH = HORIZONTAL CONTROL DISK
 BS1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1641_MARK LOGO: NGS   
 BS1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1641+STABILITY: SURFACE MOTION
 BS1641
 BS1641  HISTORY     - Date     Condition        Report By
 BS1641  HISTORY     - 1976     MONUMENTED       NGS
 BS1641  HISTORY     - 19940610 SEE DESCRIPTION  NGS
 BS1641
 BS1641                          STATION DESCRIPTION
 BS1641
 BS1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BS1641'STATION IS ABOUT 15 MILES NORTH OF DOUGLAS, 5.1 MILES NORTH OF
 BS1641'BROXTON AND ON THE SOUTHWEST SIDE OF A TOBACCO BARN.
 BS1641'
 BS1641'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE HIGHWAYS
 BS1641'206 AND 268 IN BROXTON, GO NORTHEAST ON HIGHWAY 268 FOR 1.15 MILES
 BS1641'TO A FORK.  KEEP LEFT AND GO NORTH ON SURFACED ROAD FOR 2.65 MILES
 BS1641'TO FORK.  KEEP LEFT AND CONTINUE NORTH FOR 1.2 MILES TO A SIDE
 BS1641'ROAD LEFT.  CONTINUE NORTH ON ROAD FOR 0.45 MILE TO A TOBACCO
 BS1641'BARN ON LEFT AND STATION.
 BS1641'
 BS1641'STATION MARK, A STANDARD DISK STAMPED BYRD 2 1976, IS SET IN THE
 BS1641'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH.  IT IS
 BS1641'78 FEET WEST OF THE CENTER OF ROAD, 29.3 FEET SOUTHWEST OF THE
 BS1641'NORTHWEST CORNER OF THE TOBACCO BARN, 18.9 FEET WEST-SOUTHWEST OF
 BS1641'THE SOUTHWEST CORNER OF THE BARN, 14 FEET NORTH-NORTHWEST OF AN
 BS1641'8-INCH TREE AND 1 FOOT NORTH OF A WITNESS POST.  UNDERGROUND
 BS1641'MARK IS SET 40-INCHES BELOW GROUND SURFACE AND DISK IS IN AN
 BS1641'IRREGULAR MASS OF CONCRETE.
 BS1641'
 BS1641'REFERENCE MARK 3, A STANDARD DISK STAMPED BYRD 2 NO 3 1976, IS SET
 BS1641'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2
 BS1641'INCHES.  IT IS 45 FEET WEST OF THE CENTER OF ROAD, 16 FEET EAST OF
 BS1641'THE SOUTHWEST CORNER OF THE BARN, 1 FOOT SOUTHWEST OF THE
 BS1641'SOUTHEAST CORNER OF THE BARN AND 6-INCHES SOUTH OF A METAL WITNESS
 BS1641'POST.
 BS1641'
 BS1641'REFERENCE MARK 4, A STANDARD DISK STAMPED BYRD 2 NO 4 1976, IS
 BS1641'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH
 BS1641'GROUND.  IT IS 41.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 BS1641'TOBACCO BARN, 42 FEET WEST OF THE CENTER OF ROAD, 38 FEET
 BS1641'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BARN, 2 FEET WEST
 BS1641'OF THE WEST RIGHT-OF-WAY AND 6-INCHES EAST OF A METAL WITNESS
 BS1641'POST.
 BS1641'
 BS1641'STATION BYRD, IS SET IN AN IRREGULAR MASS OF CONCRETE 36-INCHES
 BS1641'BELOW THE GROUND SURFACE.  THE DISK IS STAMPED BYRD 1935 AND IS 37.6
 BS1641'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BARN, 29 FEET SOUTH
 BS1641'OF THE SOUTHEAST CORNER OF THE BARN, 12.9 FEET NORTHEAST OF A
 BS1641'WITNESS POST, 34.5 FEET WEST OF CENTER OF ROAD AND 5.5 FEET
 BS1641'EAST OF RIGHT-OF-WAY.
 BS1641'
 BS1641'AZIMUTH MARK, A STANDARD DISK STAMPED BYRD 2 AZ 1976, IS SET IN THE
 BS1641'TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 BS1641'0.1 MILE NORTH-NORTHEAST ALONG ROAD FROM STATION, 56 FEET NORTHEAST
 BS1641'OF A 24-INCH PECAN TREE, 20 FEET WEST OF THE WEST RIGHT-OF-WAY,
 BS1641'60 FEET WEST OF THE CENTER OF ROAD, 9 FEET SOUTH OF A METAL
 BS1641'WITNESS POST AND AT THE SOUTHEAST CORNER OF A PINE TREE PLANT.
 BS1641'
 BS1641'NEAREST TOWN--BROXTON.
 BS1641'
 BS1641'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BS1641
 BS1641                          STATION RECOVERY (1994)
 BS1641
 BS1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 BS1641'DISK HAS BEEN KNOCKED OUT OF CONCRETE POST.  TECHNICALLY MARK IS
 BS1641'DESTROYED, BUT IS STILL USABLE AS DISK OUTLINE AND PART OF STEM
 BS1641'REMAIN.  ORIGINAL STATION BYRD, NEARBY TO THE SE IN DITCH ON WEST SIDE
 BS1641'OF ROAD, WAS RESET AND CAN BE USED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6430 ***********************************************************************
 AB6430  DESIGNATION -  BYRD RESET
 AB6430  PID         -  AB6430
 AB6430  STATE/COUNTY-  GA/COFFEE
 AB6430  USGS QUAD   -  BROXTON NE (1988)
 AB6430
 AB6430                         *CURRENT SURVEY CONTROL
 AB6430  ___________________________________________________________________
 AB6430* NAD 83(1994)-  31 42 05.18260(N)    082 52 28.21073(W)     ADJUSTED  
 AB6430* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 AB6430  ___________________________________________________________________
 AB6430  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AB6430  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AB6430
 AB6430  HORZ ORDER  -  FIRST
 AB6430
 AB6430.The horizontal coordinates were established by classical geodetic methods
 AB6430.and adjusted by the National Geodetic Survey in September 1997..
 AB6430
 AB6430.The orthometric height was scaled from a topographic map.
 AB6430
 AB6430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6430
 AB6430.The geoid height was determined by GEOID03.
 AB6430
 AB6430;                    North         East     Units Scale Factor Converg.
 AB6430;SPC GA E     -   188,832.341   132,904.436   MT  0.99995550   -0 22 19.1
 AB6430;SPC GA E     -   619,527.44    436,037.30   sFT  0.99995550   -0 22 19.1
 AB6430;SPC GA W     -   189,340.427   822,487.036   MT  1.00008498   +0 40 44.8
 AB6430;SPC GA W     -   621,194.38  2,698,442.88   sFT  1.00008498   +0 40 44.8
 AB6430;UTM  17      - 3,508,870.671   322,357.551   MT  0.99998921   -0 59 07.1
 AB6430
 AB6430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6430!SPC GA E     -   0.99998876  x   0.99995550  =   0.99994426
 AB6430!SPC GA W     -   0.99998876  x   1.00008498  =   1.00007374
 AB6430!UTM  17      -   0.99998876  x   0.99998921  =   0.99997797
 AB6430
 AB6430:                Primary Azimuth Mark                     Grid Az
 AB6430:SPC GA E     -  MIAMI ATLANTA AWY BCN 46                 007 03 44.5
 AB6430:SPC GA W     -  MIAMI ATLANTA AWY BCN 46                 006 00 40.6
 AB6430:UTM  17      -  MIAMI ATLANTA AWY BCN 46                 007 40 32.5
 AB6430
 AB6430|---------------------------------------------------------------------|
 AB6430| PID    Reference Object                     Distance      Geod. Az  |
 AB6430|                                                           dddmmss.s |
 AB6430| BS1645 MIAMI ATLANTA AWY BCN 46            APPROX.22.7 KM 0064125.4 |
 AB6430| CW4735 BYRD 2 AZ MK                                       0140014.7 |
 AB6430| CW4733 BYRD RM 1                            46.278 METERS 03644     |
 AB6430| BS1639 REVOLVING AVIATION BEACON           APPROX.17.2 KM 0830114.9 |
 AB6430| CW4734 BYRD RM 2                            46.196 METERS 17751     |
 AB6430| BS1644 BATTEN                              APPROX.15.3 KM 1890011.5 |
 AB6430| CW4737 BYRD 2 RM 4                          33.788 METERS 23600     |
 AB6430| BS1641 BYRD 2                               14.324 METERS 31315     |
 AB6430| CW4736 BYRD 2 RM 3                           8.806 METERS 35907     |
 AB6430|---------------------------------------------------------------------|
 AB6430
 AB6430                          SUPERSEDED SURVEY CONTROL
 AB6430
 AB6430  NAD 83(1986)-  31 42 05.18212(N)    082 52 28.21463(W) AD(       ) 1
 AB6430
 AB6430.Superseded values are not recommended for survey control.
 AB6430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6430.See file dsdata.txt to determine how the superseded data were derived.
 AB6430
 AB6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR2235808871(NAD 83)
 AB6430_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6430_STAMPING: BYRD 1976 1994
 AB6430_MARK LOGO: NGS   
 AB6430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6430+STABILITY: SURFACE MOTION
 AB6430
 AB6430  HISTORY     - Date     Condition        Report By
 AB6430  HISTORY     - 1994     MONUMENTED       NGS
 AB6430
 AB6430                          STATION DESCRIPTION
 AB6430
 AB6430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 AB6430'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION IN DITCH LINE AS EARLIER
 AB6430'REPORTED.  IT WAS LOWERED IN PLACE AND USED TO SET NEW SURFACE MARK.
 AB6430'MARK IS ABOUT 5 MILES (8.0 KM) NORTH OF BROXTON.  TO REACH FROM THE
 AB6430'JUNCTION OF US 441 AND STATE ROUTE 268 IN BROXTON, GO NE ON SR 268 FOR
 AB6430'1.1 MILE (1.8 KM) TO Y-INTERSECTION, KEEP LEFT FOR 2.6 MILELS TO
 AB6430'Y-INTERSECTION, KEEP LEFT FOR 1.6 MILES (2.6 KM) TO OLD TOBACCO BARN
 AB6430'ON LEFT AND STATION.  STATION IS 70 FT (21.3 M) NNW OF A POLE, 35 FT
 AB6430'(10.7 M) WEST OF CENTER OF ROAD AND 29 FT (8.8 M) SOUTH OF SE CORNER
 AB6430'OF TOBACCO BARN.  BY ARRANGEMENT WITH COUNTY PUBLIC WORKS, A CONCRETE
 AB6430'PIPE WAS PLACED AROUND THE STATION TO PROTECT IT FROM DITCH
 AB6430'MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2547 ***********************************************************************
 CL2547  DESIGNATION -  BYROMVILLE MUN TANK
 CL2547  PID         -  CL2547
 CL2547  STATE/COUNTY-  GA/DOOLY
 CL2547  USGS QUAD   -  BYROMVILLE (1972)
 CL2547
 CL2547                         *CURRENT SURVEY CONTROL
 CL2547  ___________________________________________________________________
 CL2547* NAD 83(1994)-  32 12 15.57774(N)    083 54 29.46739(W)     ADJUSTED  
 CL2547* NAVD 88     -                                                        
 CL2547  ___________________________________________________________________
 CL2547  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CL2547  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CL2547
 CL2547  HORZ ORDER  -  THIRD
 CL2547
 CL2547.The horizontal coordinates were established by classical geodetic methods
 CL2547.and adjusted by the National Geodetic Survey in September 1997..
 CL2547.No horizontal observational check was made to the station.
 CL2547
 CL2547
 CL2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2547
 CL2547.The geoid height was determined by GEOID03.
 CL2547
 CL2547;                    North         East     Units Scale Factor Converg.
 CL2547;SPC GA W     -   244,401.442   724,367.987   MT  0.99990732   +0 08 15.9
 CL2547;SPC GA W     -   801,840.40  2,376,530.64   sFT  0.99990732   +0 08 15.9
 CL2547;UTM  17      - 3,566,793.891   225,866.042   MT  1.00052685   -1 33 03.1
 CL2547
 CL2547                          SUPERSEDED SURVEY CONTROL
 CL2547
 CL2547  NAD 83(1986)-  32 12 15.58216(N)    083 54 29.46642(W) AD(       ) 4
 CL2547  NAD 27      -  32 12 14.98124(N)    083 54 29.82491(W) AD(       ) 3
 CL2547
 CL2547.Superseded values are not recommended for survey control.
 CL2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2547.See file dsdata.txt to determine how the superseded data were derived.
 CL2547
 CL2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR2586666794(NAD 83)
 CL2547_MARKER: 53 = ELEVATED TANK
 CL2547
 CL2547  HISTORY     - Date     Condition        Report By
 CL2547  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2547
 CL2547                          STATION DESCRIPTION
 CL2547
 CL2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2547'THE STATION IS THE BALL AT THE TOP AND CENTER OF THE BYROMVILLE
 CL2547'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 CL2547'CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR I-BEAM
 CL2547'STEEL LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 75 FEET HIGH.
 CL2547'
 CL2547'STATION IS LOCATED IN THE NORTH EDGE OF THE SMALL TOWN OF
 CL2547'BYROMVILLE, 0.4 MILE NORTH-NORTHEAST OF STATE HIGHWAY 90, 190
 CL2547'FEET NORTH OF THE CENTER OF A PAVED ROAD AND 21 FEET WEST OF THE
 CL2547'CENTER OF A SAND DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2698 ***********************************************************************
 CL2698  DESIGNATION -  BYRON MUN TANK
 CL2698  PID         -  CL2698
 CL2698  STATE/COUNTY-  GA/PEACH
 CL2698  USGS QUAD   -  BYRON (1985)
 CL2698
 CL2698                         *CURRENT SURVEY CONTROL
 CL2698  ___________________________________________________________________
 CL2698* NAD 83(1994)-  32 39 05.55094(N)    083 45 43.93327(W)     ADJUSTED  
 CL2698* NAVD 88     -                                                        
 CL2698  ___________________________________________________________________
 CL2698  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CL2698  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CL2698
 CL2698  HORZ ORDER  -  THIRD
 CL2698
 CL2698.The horizontal coordinates were established by classical geodetic methods
 CL2698.and adjusted by the National Geodetic Survey in September 1997..
 CL2698
 CL2698
 CL2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2698
 CL2698.The geoid height was determined by GEOID03.
 CL2698
 CL2698;                    North         East     Units Scale Factor Converg.
 CL2698;SPC GA W     -   294,033.027   737,942.585   MT  0.99991775   +0 13 05.6
 CL2698;SPC GA W     -   964,673.36  2,421,066.63   sFT  0.99991775   +0 13 05.6
 CL2698;UTM  17      - 3,616,028.980   240,914.670   MT  1.00042780   -1 29 28.0
 CL2698
 CL2698                          SUPERSEDED SURVEY CONTROL
 CL2698
 CL2698  NAD 83(1986)-  32 39 05.55538(N)    083 45 43.93139(W) AD(       ) 4
 CL2698  NAD 27      -  32 39 05.02957(N)    083 45 44.26260(W) AD(       ) 3
 CL2698
 CL2698.Superseded values are not recommended for survey control.
 CL2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2698.See file dsdata.txt to determine how the superseded data were derived.
 CL2698
 CL2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4091516029(NAD 83)
 CL2698_MARKER: 53 = ELEVATED TANK
 CL2698
 CL2698  HISTORY     - Date     Condition        Report By
 CL2698  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2698
 CL2698                          STATION DESCRIPTION
 CL2698
 CL2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2698'THE STATION IS THE BALL AT THE TOP-CENTER OF THE BYRON MUNICIPAL
 CL2698'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH AN UMBRELLA
 CL2698'SHAPED TOP AND DOME SHAPED BOTTOM, SUPPORTED BY FOUR TUBULAR
 CL2698'STEEL LEGS.  IT IS SILVER IN COLOR AND IS APPROXIMATELY 125 FEET
 CL2698'HIGH.
 CL2698'
 CL2698'STATION IS LOCATED 0.2 MILE SOUTHWEST OF THE CENTER OF BYRON,
 CL2698'250 FEET SOUTHEAST OF STATE HIGHWAY 42 AND 32 FEET NORTHEAST OF
 CL2698'THE CENTER OF A SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2679 ***********************************************************************
 CL2679  DESIGNATION -  BYRON USDA TANK
 CL2679  PID         -  CL2679
 CL2679  STATE/COUNTY-  GA/PEACH
 CL2679  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2679
 CL2679                         *CURRENT SURVEY CONTROL
 CL2679  ___________________________________________________________________
 CL2679* NAD 83(1994)-  32 39 39.58380(N)    083 43 41.88369(W)     ADJUSTED  
 CL2679* NAVD 88     -                                                        
 CL2679  ___________________________________________________________________
 CL2679  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CL2679  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CL2679
 CL2679  HORZ ORDER  -  THIRD
 CL2679
 CL2679.The horizontal coordinates were established by classical geodetic methods
 CL2679.and adjusted by the National Geodetic Survey in September 1997..
 CL2679
 CL2679
 CL2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2679
 CL2679.The geoid height was determined by GEOID03.
 CL2679
 CL2679;                    North         East     Units Scale Factor Converg.
 CL2679;SPC GA W     -   295,093.941   741,118.683   MT  0.99992084   +0 14 11.7
 CL2679;SPC GA W     -   968,154.04  2,431,486.88   sFT  0.99992084   +0 14 11.7
 CL2679;UTM  17      - 3,616,995.152   244,122.603   MT  1.00040742   -1 28 23.4
 CL2679
 CL2679                          SUPERSEDED SURVEY CONTROL
 CL2679
 CL2679  NAD 83(1986)-  32 39 39.58824(N)    083 43 41.88176(W) AD(       ) 4
 CL2679  NAD 27      -  32 39 39.06691(N)    083 43 42.21541(W) AD(       ) 3
 CL2679
 CL2679.Superseded values are not recommended for survey control.
 CL2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2679.See file dsdata.txt to determine how the superseded data were derived.
 CL2679
 CL2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4412316995(NAD 83)
 CL2679_MARKER: 53 = ELEVATED TANK
 CL2679
 CL2679  HISTORY     - Date     Condition        Report By
 CL2679  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2679  HISTORY     - 1974     GOOD             NGS
 CL2679
 CL2679                          STATION DESCRIPTION
 CL2679
 CL2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2679'THE STATION IS THE LIGHT AT THE TOP-CENTER OF THE BYRON UNITED
 CL2679'STATES DEPARTMENT OF AGRICULTURE WATER TANK.  THE TANK HAS A
 CL2679'CYLINDRICAL BODY WITH A DOME SHAPED TOP AND BOTTOM, SUPPORTED BY
 CL2679'FOUR TUBULAR STEEL LEGS.  IT IS PAINTED RED AND WHITE AND IS
 CL2679'APPROXIMATELY 120 FEET HIGH.
 CL2679'
 CL2679'STATION IS LOCATED 1.9 MILES EAST-NORTHEAST OF BYRON, 0.9 MILE
 CL2679'EAST OF INTERSTATE HIGHWAY I-75, 0.45 MILE SOUTHEAST OF STATE
 CL2679'HIGHWAY 49, 1.2 MILES WEST OF U.S. HIGHWAY 41, 534 FEET NORTH OF
 CL2679'A GRAVEL ROAD, AND 70 FEET WEST OF A TRACK ROAD, AT THE
 CL2679'SOUTHEASTERN FRUIT AND TREE NUT RESEARCH STATION.
 CL2679
 CL2679                          STATION RECOVERY (1974)
 CL2679
 CL2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 CL2679'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 CL2679'1974 DESCRIPTION ADAQUATE FOR RECOVERY.
 CL2679'
 CL2679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL2679'1.9 MILES EAST-NORTHEAST OF BYRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0798 ***********************************************************************
 BE0798  DESIGNATION -  C
 BE0798  PID         -  BE0798
 BE0798  STATE/COUNTY-  GA/DECATUR
 BE0798  USGS QUAD   -  FOWLSTOWN (1974)
 BE0798
 BE0798                         *CURRENT SURVEY CONTROL
 BE0798  ___________________________________________________________________
 BE0798* NAD 83(1986)-  30 46 39.     (N)    084 30 32.     (W)     SCALED    
 BE0798* NAVD 88     -        61.141  (meters)     200.59   (feet)  ADJUSTED  
 BE0798  ___________________________________________________________________
 BE0798  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE0798  DYNAMIC HT  -          61.062 (meters)     200.33  (feet)  COMP
 BE0798  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BE0798
 BE0798  VERT ORDER  -  FIRST     CLASS II
 BE0798
 BE0798.The horizontal coordinates were scaled from a topographic map and have
 BE0798.an estimated accuracy of +/- 6 seconds.
 BE0798
 BE0798.The orthometric height was determined by differential leveling
 BE0798.and adjusted by the National Geodetic Survey in June 1991..
 BE0798
 BE0798.The geoid height was determined by GEOID03.
 BE0798
 BE0798.The dynamic height is computed by dividing the NAVD 88
 BE0798.geopotential number by the normal gravity value computed on the
 BE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0798.degrees latitude (g = 980.6199 gals.).
 BE0798
 BE0798.The modeled gravity was interpolated from observed gravity values.
 BE0798
 BE0798;                    North         East    Units  Estimated Accuracy
 BE0798;SPC GA W     -    86,230.      667,240.      MT  (+/- 180 meters Scaled)
 BE0798
 BE0798                          SUPERSEDED SURVEY CONTROL
 BE0798
 BE0798  NGVD 29 (??/??/92)   61.261  (m)          200.99   (f) ADJ UNCH    1 2
 BE0798
 BE0798.Superseded values are not recommended for survey control.
 BE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0798.See file dsdata.txt to determine how the superseded data were derived.
 BE0798
 BE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV384075(NAD 83)
 BE0798_MARKER: B = BOLT
 BE0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0798_STAMPING: U S
 BE0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0798+STABILITY: SURFACE MOTION
 BE0798
 BE0798  HISTORY     - Date     Condition        Report By
 BE0798  HISTORY     - UNK      MONUMENTED       CGS
 BE0798  HISTORY     - 1958     GOOD             NGS
 BE0798  HISTORY     - 1973     GOOD             NGS
 BE0798
 BE0798                          STATION DESCRIPTION
 BE0798
 BE0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE0798'2.2 MI NW FROM ATTAPULGUS.
 BE0798'ABOUT 2.25 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE0798'FROM THE STATION AT ATTAPULGUS, 46 FEET EAST-NORTHEAST OF MILE
 BE0798'POST 80, 54 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 46 1/2 FEET
 BE0798'EAST OF NORTHEAST END OF A 40-INCH CONCRETE PIPE CULVERT UNDER
 BE0798'THE TRACK, DIRECTLY ACROSS THE TRACK (NORTH-NORTHEAST) FROM
 BE0798'TELEPHONE POLE 1231, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 BE0798'TRACK, A COPPER BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0798'16 INCHES.  NOTE-- POST IS SOLID NOW BUT CARE SHOULD BE TAKEN
 BE0798'IN USING THIS MARK IN THE FUTURE.
 BE0798
 BE0798                          STATION RECOVERY (1973)
 BE0798
 BE0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1298 ***********************************************************************
 BR1298  DESIGNATION -  C
 BR1298  PID         -  BR1298
 BR1298  STATE/COUNTY-  GA/GLYNN
 BR1298  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1298
 BR1298                         *CURRENT SURVEY CONTROL
 BR1298  ___________________________________________________________________
 BR1298* NAD 83(1994)-  31 03 15.63730(N)    081 24 29.19560(W)     ADJUSTED  
 BR1298* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BR1298  ___________________________________________________________________
 BR1298  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 BR1298  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 BR1298
 BR1298  HORZ ORDER  -  THIRD
 BR1298
 BR1298.The horizontal coordinates were established by classical geodetic methods
 BR1298.and adjusted by the National Geodetic Survey in September 1997..
 BR1298
 BR1298.The orthometric height was scaled from a topographic map.
 BR1298
 BR1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1298
 BR1298.The geoid height was determined by GEOID03.
 BR1298
 BR1298;                    North         East     Units Scale Factor Converg.
 BR1298;SPC GA E     -   117,121.549   272,398.046   MT  0.99996463   +0 23 28.7
 BR1298;SPC GA E     -   384,256.28    893,692.59   sFT  0.99996463   +0 23 28.7
 BR1298;UTM  17      - 3,435,696.143   461,061.313   MT  0.99961870   -0 12 37.9
 BR1298
 BR1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1298!SPC GA E     -   1.00000363  x   0.99996463  =   0.99996826
 BR1298!UTM  17      -   1.00000363  x   0.99961870  =   0.99962233
 BR1298
 BR1298                          SUPERSEDED SURVEY CONTROL
 BR1298
 BR1298  NAD 83(1986)-  31 03 15.64739(N)    081 24 29.19855(W) AD(       ) 3
 BR1298  NAD 27      -  31 03 14.81000(N)    081 24 29.86000(W) AD(       ) 3
 BR1298
 BR1298.Superseded values are not recommended for survey control.
 BR1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1298.See file dsdata.txt to determine how the superseded data were derived.
 BR1298
 BR1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6106135696(NAD 83)
 BR1298_MARKER: Z = SEE DESCRIPTION
 BR1298_SETTING: 0 = UNSPECIFIED SETTING
 BR1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1298
 BR1298  HISTORY     - Date     Condition        Report By
 BR1298  HISTORY     - 1933     MONUMENTED       USE
 BR1298  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1298
 BR1298                          STATION DESCRIPTION
 BR1298
 BR1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1298'LOST.  NO DESCRIPTION AVAILABLE.  THE PLOTTED POSITION OF THIS
 BR1298'STATION PLACES IT NEAR KAY 1933 WHICH WAS FOUND UNDER A 12 INCH
 BR1298'FILL.  NO ATTEMPT WAS MADE TO DIG FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6171 ***********************************************************************
 CK6171  DESIGNATION -  C 1
 CK6171  PID         -  CK6171
 CK6171  STATE/COUNTY-  GA/CHATHAM
 CK6171  USGS QUAD   -  MELDRIM (1976)
 CK6171
 CK6171                         *CURRENT SURVEY CONTROL
 CK6171  ___________________________________________________________________
 CK6171* NAD 83(1994)-  32 10 44.02026(N)    081 15 23.82147(W)     ADJUSTED  
 CK6171* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 CK6171  ___________________________________________________________________
 CK6171  X           -     821,381.852 (meters)                     COMP
 CK6171  Y           -  -5,340,705.839 (meters)                     COMP
 CK6171  Z           -   3,377,225.239 (meters)                     COMP
 CK6171  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 CK6171  ELLIP HEIGHT-         -23.96  (meters)          (09/03/97) GPS OBS
 CK6171  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 CK6171
 CK6171  HORZ ORDER  -  SECOND
 CK6171  ELLP ORDER  -  FOURTH    CLASS II
 CK6171
 CK6171.The horizontal coordinates were established by GPS observations
 CK6171.and adjusted by the National Geodetic Survey in September 1997..
 CK6171
 CK6171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6171
 CK6171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6171
 CK6171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6171
 CK6171.The ellipsoidal height was determined by GPS observations
 CK6171.and is referenced to NAD 83.
 CK6171
 CK6171.The geoid height was determined by GEOID03.
 CK6171
 CK6171;                    North         East     Units Scale Factor Converg.
 CK6171;SPC GA E     -   241,915.188   285,819.051   MT  0.99999080   +0 29 04.9
 CK6171;SPC GA E     -   793,683.41    937,724.67   sFT  0.99999080   +0 29 04.9
 CK6171;UTM  17      - 3,560,293.933   475,808.291   MT  0.99960722   -0 08 12.0
 CK6171
 CK6171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6171!SPC GA E     -   1.00000376  x   0.99999080  =   0.99999456
 CK6171!UTM  17      -   1.00000376  x   0.99960722  =   0.99961098
 CK6171
 CK6171                          SUPERSEDED SURVEY CONTROL
 CK6171
 CK6171  NAD 83(1986)-  32 10 44.03518(N)    081 15 23.83491(W) AD(       ) 2
 CK6171  NGVD 29 (03/03/92)    7.2    (m)           24.     (f) GPS OBS        
 CK6171
 CK6171.Superseded values are not recommended for survey control.
 CK6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6171.See file dsdata.txt to determine how the superseded data were derived.
 CK6171
 CK6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7580860294(NAD 83)
 CK6171_MARKER: DD = SURVEY DISK
 CK6171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6171_SP_SET: CONCRETE POST
 CK6171_STAMPING: C 1 MARCH 1990
 CK6171_MARK LOGO: GA4910
 CK6171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6171+STABILITY: SURFACE MOTION
 CK6171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6171+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6171
 CK6171  HISTORY     - Date     Condition        Report By
 CK6171  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6171
 CK6171                          STATION DESCRIPTION
 CK6171
 CK6171'DESCRIBED BY GEONEX 1990
 CK6171'STATION IS LOCATED ON UNION CAMP CORPORATION PROPERTY APPROXIMATELY
 CK6171'4.3 MI (6.92 KM) NORTH FROM POOLER, 4.1 MI (6.60 KM) NORTHWEST FROM
 CK6171'BLOOMINGDALE, 5.8 MI (9.33 KM) WEST-SOUTHWEST FROM PORT WENTWORTH,
 CK6171'AND 0.8 MI (1.29 KM) SOUTHEAST FROM THE CHATHAM COUNTY-EFFINGHAM
 CK6171'COUNTY LINE.  CONTACT UNION CAMP CORPORATION FOR PERMISSION TO ACCESS
 CK6171'STATION.
 CK6171'TO REACH STATION C 1 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 CK6171'AND STATE HIGHWAY 21, GO SOUTHEASTERLY ALONG STATE HIGHWAY 21 FOR 0.3
 CK6171'MI (0.48 KM) TO THE INTERSECTION WITH A PAVED ROAD TO THE RIGHT AND
 CK6171'SIGN READING MONTEITH, PRECEDING A LARGE BRIDGE CROSSING RAILROAD
 CK6171'TRACKS.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY FOR 0.5 MI
 CK6171'(0.80 KM) TO A T INTERSECTION WITH STATE HIGHWAY 30.  TURN RIGHT
 CK6171'AND GO WEST ALONG STATE HIGHWAY 30 FOR 0.95 MI (1.53 KM) TO THE
 CK6171'INTERSECTION WITH THE SEABOARD COAST LINE RAILROAD. CONTINUE
 CK6171'NORTHWESTERLY ALONG STATE HIGHWAY 30 FOR 0.1 MI (0.16 KM) TO THE
 CK6171'INTERSECTION WITH THE SAVANNAH AND ATLANTA RAILROAD.  CONTINUE
 CK6171'NORTHWESTERLY ALONG STATE HIGHWAY 30 FOR 0.65 MI (1.05 KM) TO A SMALL
 CK6171'DIRT ROAD ON THE LEFT AND A LOCKED GATE.  TURN LEFT, GO SOUTHWESTERLY
 CK6171'THROUGH THE LOCKED GATE AND CONTINUE SOUTHWESTERLY ALONG THE DIRT
 CK6171'ROAD FOR 0.7 MI (1.13 KM) TO A T INTERSECTION.  TURN RIGHT AT THE
 CK6171'T INTERSECTION AND GO NORTHWESTERLY ALONG THE MAIN DIRT TRAIL FOR
 CK6171'1.8 MI (2.90 KM) TO A CURVE TO THE LEFT. CONTINUE AROUND THE CURVE TO
 CK6171'THE LEFT AND GO SOUTHWEST 0.3 MI (0.48 KM) TO A Y INTERSECTION WITH
 CK6171'ST. AUGUSTINE CREEK ROAD AND THE STATION ON THE RIGHT.
 CK6171'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6171'STAMPED ---C 1  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6171'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST, 0.3 FT
 CK6171'(0.09 M) BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH
 CK6171'LENGTH OF 5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT
 CK6171'IS LOCATED IN THE NORTHWESTERLY CORNER OF THE Y INTERSECTION,
 CK6171'APPROXIMATELY 150 FT (45.72 M) NORTH OF THE INTERSECTION, 180 DEGREES
 CK6171'AZIMUTH, 16.1 FT (4.91 M) FROM A PK NAIL W/ SHINER IN THE TOP OF 8
 CK6171'INCH STUMP, 296 DEGREES AZIMUTH, 11.1 FT (3.38 M) FROM A PK NAIL W/
 CK6171'SHINER IN THE TOP OF A 10 INCH STUMP, 26 DEGREES AZIMUTH, 44.5 FT
 CK6171'(13.56 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A 5 INCH
 CK6171'DECIDUOUS TREE, 63 DEGREES AZIMUTH, 28.2 FT (8.60 M) FROM A PK NAIL
 CK6171'W/ SHINER IN THE TOP OF A 10 INCH STUMP, AND 1.8 FT (0.55 M) SOUTH
 CK6171'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0045 ***********************************************************************
 BR0045  DESIGNATION -  C 10
 BR0045  PID         -  BR0045
 BR0045  STATE/COUNTY-  GA/GLYNN
 BR0045  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0045
 BR0045                         *CURRENT SURVEY CONTROL
 BR0045  ___________________________________________________________________
 BR0045* NAD 83(1986)-  31 07 52.     (N)    081 29 32.     (W)     SCALED    
 BR0045* NAVD 88     -         2.132  (meters)       6.99   (feet)  ADJUSTED  
 BR0045  ___________________________________________________________________
 BR0045  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 BR0045  DYNAMIC HT  -           2.130 (meters)       6.99  (feet)  COMP
 BR0045  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BR0045
 BR0045  VERT ORDER  -  FIRST     CLASS II
 BR0045
 BR0045.The horizontal coordinates were scaled from a topographic map and have
 BR0045.an estimated accuracy of +/- 6 seconds.
 BR0045
 BR0045.The orthometric height was determined by differential leveling
 BR0045.and adjusted by the National Geodetic Survey in June 1991..
 BR0045
 BR0045.The geoid height was determined by GEOID03.
 BR0045
 BR0045.The dynamic height is computed by dividing the NAVD 88
 BR0045.geopotential number by the normal gravity value computed on the
 BR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0045.degrees latitude (g = 980.6199 gals.).
 BR0045
 BR0045.The modeled gravity was interpolated from observed gravity values.
 BR0045
 BR0045;                    North         East    Units  Estimated Accuracy
 BR0045;SPC GA E     -   125,580.      264,320.      MT  (+/- 180 meters Scaled)
 BR0045
 BR0045                          SUPERSEDED SURVEY CONTROL
 BR0045
 BR0045  NGVD 29 (??/??/92)    2.47   (m)            8.1    (f) COMPUTED    1 2
 BR0045
 BR0045.Superseded values are not recommended for survey control.
 BR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0045.See file dsdata.txt to determine how the superseded data were derived.
 BR0045
 BR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ530442(NAD 83)
 BR0045_MARKER: DB = BENCH MARK DISK
 BR0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0045_SP_SET: WATER TANK FOUNDATION
 BR0045_STAMPING: C 10 1917 ELEV 8.730 FT
 BR0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0045
 BR0045  HISTORY     - Date     Condition        Report By
 BR0045  HISTORY     - 1917     MONUMENTED       CGS
 BR0045  HISTORY     - 1956     GOOD             NGS
 BR0045
 BR0045                          STATION DESCRIPTION
 BR0045
 BR0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0045'AT BRUNSWICK.
 BR0045'AT BRUNSWICK IN THE S PART OF TOWN, NEAR THE FOOT OF NEWCASTLE
 BR0045'ST., ABOUT 0.2 MI SW OF INTERSECTION OF NEWCASTLE ST., AND
 BR0045'FOURTH AVE., AT THE GEORGIA CREOSOTING COMPANY PLANT, IN THE
 BR0045'TOP OF W CORNER OF ABANDONED CONCRETE FOUNDATION OF A FORMER
 BR0045'WATER TANK, 42 FT SW OF SW FACE OF MAIN PLANT BUILDING, 42
 BR0045'FT NW OF W LEG OF PRESENT ELEVATED WATER TANK, 22 FT NE OF E
 BR0045'CORNER OF WOODEN WHARF, 9 1/2 FT S OF AN ARTESIAN WELL AND 1
 BR0045'1/2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6172 ***********************************************************************
 CK6172  DESIGNATION -  C 10
 CK6172  PID         -  CK6172
 CK6172  STATE/COUNTY-  GA/CHATHAM
 CK6172  USGS QUAD   -  MELDRIM SE (1976)
 CK6172
 CK6172                         *CURRENT SURVEY CONTROL
 CK6172  ___________________________________________________________________
 CK6172* NAD 83(1994)-  32 03 49.89615(N)    081 18 57.62848(W)     ADJUSTED  
 CK6172* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 CK6172  ___________________________________________________________________
 CK6172  X           -     816,869.126 (meters)                     COMP
 CK6172  Y           -  -5,348,256.862 (meters)                     COMP
 CK6172  Z           -   3,366,420.411 (meters)                     COMP
 CK6172  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CK6172  ELLIP HEIGHT-         -26.73  (meters)          (09/03/97) GPS OBS
 CK6172  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 CK6172
 CK6172  HORZ ORDER  -  SECOND
 CK6172  ELLP ORDER  -  FOURTH    CLASS II
 CK6172
 CK6172.The horizontal coordinates were established by GPS observations
 CK6172.and adjusted by the National Geodetic Survey in September 1997..
 CK6172
 CK6172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6172
 CK6172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6172
 CK6172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6172
 CK6172.The ellipsoidal height was determined by GPS observations
 CK6172.and is referenced to NAD 83.
 CK6172
 CK6172.The geoid height was determined by GEOID03.
 CK6172
 CK6172;                    North         East     Units Scale Factor Converg.
 CK6172;SPC GA E     -   229,113.963   280,318.921   MT  0.99997953   +0 27 05.8
 CK6172;SPC GA E     -   751,684.73    919,679.66   sFT  0.99997953   +0 27 05.8
 CK6172;UTM  17      - 3,547,557.800   470,172.004   MT  0.99961097   -0 10 03.9
 CK6172
 CK6172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6172!SPC GA E     -   1.00000420  x   0.99997953  =   0.99998373
 CK6172!UTM  17      -   1.00000420  x   0.99961097  =   0.99961517
 CK6172
 CK6172                          SUPERSEDED SURVEY CONTROL
 CK6172
 CK6172  NAD 83(1986)-  32 03 49.90947(N)    081 18 57.64127(W) AD(       ) 2
 CK6172  NGVD 29 (03/03/92)    4.4    (m)           14.     (f) GPS OBS        
 CK6172
 CK6172.Superseded values are not recommended for survey control.
 CK6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6172.See file dsdata.txt to determine how the superseded data were derived.
 CK6172
 CK6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7017247558(NAD 83)
 CK6172_MARKER: DD = SURVEY DISK
 CK6172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6172_SP_SET: CONCRETE POST
 CK6172_STAMPING: C 10 MARCH 1990
 CK6172_MARK LOGO: GA4910
 CK6172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6172+STABILITY: SURFACE MOTION
 CK6172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6172+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6172
 CK6172  HISTORY     - Date     Condition        Report By
 CK6172  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6172
 CK6172                          STATION DESCRIPTION
 CK6172
 CK6172'DESCRIBED BY GEONEX 1990
 CK6172'STATION IS LOCATED ALONG LITTLE NECK ROAD APPROXIMATELY 4.8 MI
 CK6172'(7.72 KM) SOUTH FROM BLOOMINGDALE, 5.2 MI (8.37 KM) SOUTHWEST FROM
 CK6172'POOLER, AND 8.5 MI (13.68 KM) NORTH FROM RICHMOND HILL.
 CK6172'TO REACH STATION C 10 FROM THE INTERSECTION OF U.S. HIGHWAY 17
 CK6172'(ATLANTIC COAST HIGHWAY) AND STATE HIGHWAY 204 (ABERCORN STREET EXT.)
 CK6172', GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR 0.3 MI (0.48 KM) TO THE
 CK6172'INTERSECTION WITH LITTLE NECK ROAD ON THE LEFT.  TURN LEFT AND GO
 CK6172'NORTHWESTERLY ALONG LITTLE NECK ROAD FOR 2.2 MI (3.54 KM) TO THE
 CK6172'UNDERPASS AT THE INTERSECTION WITH INTERSTATE HIGHWAY 95.  CONTINUE
 CK6172'NORTHWESTERLY ALONG LITTLE NECK ROAD FOR 1.8 MI (2.90 KM) TO THE
 CK6172'INTERSECTION WITH BUSH ROAD ON THE LEFT. CONTINUE NORTHWESTERLY ALONG
 CK6172'LITTLE NECK ROAD FOR 2.1 MI (3.38 KM) TO A SMALL CONCRETE BRIDGE
 CK6172'CROSSING LITTLE NECK ROAD.  CONTINUE NORTHWESTERLY ALONG LITTLE NECK
 CK6172'ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 CK6172'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6172'STAMPED ---C 10  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6172'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 CK6172'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6172'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6172'66 DEGREES AZIMUTH, 33.2 FT (10.12 M) FROM A PK NAIL W/ SHINER IN THE
 CK6172'WEST EDGE OF LITTLE NECK ROAD, 27 DEGREES AZIMUTH, 41.9 FT (12.77 M)
 CK6172'FROM A PK NAIL W/ SHINER IN THE WEST EDGE OF LITTLE NECK ROAD, 104
 CK6172'DEGREES AZIMUTH, 42.6 FT (12.98 M) FROM A PK NAIL W/ SHINER IN THE
 CK6172'WEST EDGE OF LITTLE NECK ROAD, AND 242 DEGREES AZIMUTH, 1.4 FT
 CK6172'(0.43 M) FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0044 ***********************************************************************
 BR0044  DESIGNATION -  C 10 RESET
 BR0044  PID         -  BR0044
 BR0044  STATE/COUNTY-  GA/GLYNN
 BR0044  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0044
 BR0044                         *CURRENT SURVEY CONTROL
 BR0044  ___________________________________________________________________
 BR0044* NAD 83(1986)-  31 07 53.     (N)    081 29 32.     (W)     SCALED    
 BR0044* NAVD 88     -         1.862  (meters)       6.11   (feet)  ADJUSTED  
 BR0044  ___________________________________________________________________
 BR0044  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 BR0044  DYNAMIC HT  -           1.859 (meters)       6.10  (feet)  COMP
 BR0044  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BR0044
 BR0044  VERT ORDER  -  FIRST     CLASS I
 BR0044
 BR0044.The horizontal coordinates were scaled from a topographic map and have
 BR0044.an estimated accuracy of +/- 6 seconds.
 BR0044
 BR0044.The orthometric height was determined by differential leveling
 BR0044.and adjusted by the National Geodetic Survey in June 1991..
 BR0044
 BR0044.The geoid height was determined by GEOID03.
 BR0044
 BR0044.The dynamic height is computed by dividing the NAVD 88
 BR0044.geopotential number by the normal gravity value computed on the
 BR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0044.degrees latitude (g = 980.6199 gals.).
 BR0044
 BR0044.The modeled gravity was interpolated from observed gravity values.
 BR0044
 BR0044;                    North         East    Units  Estimated Accuracy
 BR0044;SPC GA E     -   125,610.      264,320.      MT  (+/- 180 meters Scaled)
 BR0044
 BR0044                          SUPERSEDED SURVEY CONTROL
 BR0044
 BR0044.No superseded survey control is available for this station.
 BR0044
 BR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ530442(NAD 83)
 BR0044_MARKER: DB = BENCH MARK DISK
 BR0044_SETTING: 0 = UNSPECIFIED SETTING
 BR0044_STAMPING: C 10 RESET 1959
 BR0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0044
 BR0044  HISTORY     - Date     Condition        Report By
 BR0044  HISTORY     - 1959     MONUMENTED       LOCENG
 BR0044  HISTORY     - 1975     GOOD             NGS
 BR0044  HISTORY     - 1975     GOOD             NGS
 BR0044  HISTORY     - 19910328 MARK NOT FOUND   NGS
 BR0044  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 BR0044
 BR0044                          STATION DESCRIPTION
 BR0044
 BR0044'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 BR0044'AT BRUNSWICK.
 BR0044'AT BRUNSWICK, IN THE SOUTH PART OF TOWN, NEAR THE FOOT OF THIRD
 BR0044'AVENUE, ABOUT 100 FEET SOUTHWEST FOR THE INTERSECTION OF THE SOUTH
 BR0044'LINE OF THIRD AVENUE, WITH THE WEST LINE OF BAY STREET AT THE OFFICE
 BR0044'BUILDING OF GEORGIA STATE PORT, 2.5 FEET SOUTHEAST OF SOUTHEAST
 BR0044'CORNER OF THE OFFICE BUILDING OF GEORGIA STATE PORT, .5 FEET UNDER
 BR0044'GROUND SURFACE.
 BR0044
 BR0044                          STATION RECOVERY (1975)
 BR0044
 BR0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0044'AT BRUNSWICK, IN THE SOUTH PART OF TOWN, NEAR THE FOOT OF THIRD
 BR0044'AVENUE, 192 FEET SOUTH OF CENTER OF ENTRANCE TO GEORGIA STATE PORT
 BR0044'GROUNDS, 2.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE
 BR0044'BUILDING AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.5 FOOT UNDER
 BR0044'THE SURFACE OF THE GROUND.
 BR0044
 BR0044                          STATION RECOVERY (1975)
 BR0044
 BR0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0044'AT BRUNSWICK, IN THE SOUTH PART OF TOWN, NEAR THE FOOT OF THIRD
 BR0044'AVENUE, 192 FEET SOUTH OF CENTER OF ENTRANCE TO GEORGIA STATE PORT
 BR0044'GROUNDS, 2.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE
 BR0044'BUILDING AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.5 FOOT UNDER
 BR0044'THE SURFACE OF THE GROUND.
 BR0044
 BR0044                          STATION RECOVERY (1991)
 BR0044
 BR0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0044'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 BR0044
 BR0044                          STATION RECOVERY (2004)
 BR0044
 BR0044'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 BR0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0825 ***********************************************************************
 BS0825  DESIGNATION -  C 100
 BS0825  PID         -  BS0825
 BS0825  STATE/COUNTY-  GA/COLQUITT
 BS0825  USGS QUAD   -  COOLIDGE (1987)
 BS0825
 BS0825                         *CURRENT SURVEY CONTROL
 BS0825  ___________________________________________________________________
 BS0825* NAD 83(1986)-  31 03 33.     (N)    083 49 50.     (W)     SCALED    
 BS0825* NAVD 88     -        86.280  (meters)     283.07   (feet)  ADJUSTED  
 BS0825  ___________________________________________________________________
 BS0825  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BS0825  DYNAMIC HT  -          86.172 (meters)     282.72  (feet)  COMP
 BS0825  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 BS0825
 BS0825  VERT ORDER  -  SECOND    CLASS 0
 BS0825
 BS0825.The horizontal coordinates were scaled from a topographic map and have
 BS0825.an estimated accuracy of +/- 6 seconds.
 BS0825
 BS0825.The orthometric height was determined by differential leveling
 BS0825.and adjusted by the National Geodetic Survey in June 1991..
 BS0825
 BS0825.The geoid height was determined by GEOID03.
 BS0825
 BS0825.The dynamic height is computed by dividing the NAVD 88
 BS0825.geopotential number by the normal gravity value computed on the
 BS0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0825.degrees latitude (g = 980.6199 gals.).
 BS0825
 BS0825.The modeled gravity was interpolated from observed gravity values.
 BS0825
 BS0825;                    North         East    Units  Estimated Accuracy
 BS0825;SPC GA W     -   117,460.      732,080.      MT  (+/- 180 meters Scaled)
 BS0825
 BS0825                          SUPERSEDED SURVEY CONTROL
 BS0825
 BS0825  NGVD 29 (??/??/92)   86.434  (m)          283.58   (f) ADJ UNCH    2 0
 BS0825
 BS0825.Superseded values are not recommended for survey control.
 BS0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0825.See file dsdata.txt to determine how the superseded data were derived.
 BS0825
 BS0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ298396(NAD 83)
 BS0825_MARKER: DB = BENCH MARK DISK
 BS0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0825_STAMPING: C 100 1934
 BS0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0825+STABILITY: SURFACE MOTION
 BS0825
 BS0825  HISTORY     - Date     Condition        Report By
 BS0825  HISTORY     - 1934     MONUMENTED       CGS
 BS0825  HISTORY     - 1974     MARK NOT FOUND   USGS
 BS0825  HISTORY     - 1976     GOOD             LOCENG
 BS0825
 BS0825                          STATION DESCRIPTION
 BS0825
 BS0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0825'4 MI NE FROM COOLIDGE.
 BS0825'IN COLQUITT COUNTY, ABOUT 4 MILES NORTHEAST ALONG THE ATLANTA,
 BS0825'BIRMINGHAM AND COAST RAILROAD FROM THE STATION AT COOLIDGE,
 BS0825'THOMAS COUNTY, ABOUT 33 FEET NORTH OF MILEPOST C 188, ABOUT 16
 BS0825'YARDS EAST OF THE CENTER LINE OF STATE HIGHWAY 35, AND ABOUT 25
 BS0825'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED C 100 1934
 BS0825'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 BS0825'ABOVE GROUND.  TO REACH THE STATION FROM THE POST OFFICE IN
 BS0825'MOULTRIE, GO SOUTH ON U.S. HIGHWAY 319 FOR 9.2 MILES.  STATION
 BS0825'AND MILE POST CAN BE SEEN FROM ROAD.  STATION MONUMENT PROJECTS
 BS0825'ABOUT FOUR INCHES ABOVE THE GROUND.
 BS0825
 BS0825                          STATION RECOVERY (1974)
 BS0825
 BS0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BS0825'MARK NOT FOUND.
 BS0825
 BS0825                          STATION RECOVERY (1976)
 BS0825
 BS0825'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BS0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0110 ***********************************************************************
 BS0110  DESIGNATION -  C 101
 BS0110  PID         -  BS0110
 BS0110  STATE/COUNTY-  GA/WARE
 BS0110  USGS QUAD   -  MANOR (1983)
 BS0110
 BS0110                         *CURRENT SURVEY CONTROL
 BS0110  ___________________________________________________________________
 BS0110* NAD 83(1986)-  31 06 32.     (N)    082 33 21.     (W)     SCALED    
 BS0110* NAVD 88     -        45.007  (meters)     147.66   (feet)  ADJUSTED  
 BS0110  ___________________________________________________________________
 BS0110  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BS0110  DYNAMIC HT  -          44.951 (meters)     147.48  (feet)  COMP
 BS0110  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 BS0110
 BS0110  VERT ORDER  -  SECOND    CLASS 0
 BS0110
 BS0110.The horizontal coordinates were scaled from a topographic map and have
 BS0110.an estimated accuracy of +/- 6 seconds.
 BS0110
 BS0110.The orthometric height was determined by differential leveling
 BS0110.and adjusted by the National Geodetic Survey in June 1991..
 BS0110
 BS0110.The geoid height was determined by GEOID03.
 BS0110
 BS0110.The dynamic height is computed by dividing the NAVD 88
 BS0110.geopotential number by the normal gravity value computed on the
 BS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0110.degrees latitude (g = 980.6199 gals.).
 BS0110
 BS0110.The modeled gravity was interpolated from observed gravity values.
 BS0110
 BS0110;                    North         East    Units  Estimated Accuracy
 BS0110;SPC GA E     -   122,990.      162,880.      MT  (+/- 180 meters Scaled)
 BS0110
 BS0110                          SUPERSEDED SURVEY CONTROL
 BS0110
 BS0110  NGVD 29 (??/??/92)   45.264  (m)          148.50   (f) ADJ UNCH    2 0
 BS0110
 BS0110.Superseded values are not recommended for survey control.
 BS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0110.See file dsdata.txt to determine how the superseded data were derived.
 BS0110
 BS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ516427(NAD 83)
 BS0110_MARKER: DB = BENCH MARK DISK
 BS0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0110_STAMPING: C 101 1934
 BS0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0110+STABILITY: SURFACE MOTION
 BS0110
 BS0110  HISTORY     - Date     Condition        Report By
 BS0110  HISTORY     - 1934     MONUMENTED       CGS
 BS0110  HISTORY     - 1966     MARK NOT FOUND   USGS
 BS0110
 BS0110                          STATION DESCRIPTION
 BS0110
 BS0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0110'1.3 MI NE FROM MANOR.
 BS0110'ABOUT 1.3 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0110'FROM THE STATION AT MANOR, WARE COUNTY, ABOUT 145 YARDS WEST OF
 BS0110'MILEPOST S 110, 68 FEET NORTH OF THE NORTH RAIL, AND 3.5 FEET
 BS0110'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 101
 BS0110'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 BS0110'INCHES ABOVE GROUND.
 BS0110
 BS0110                          STATION RECOVERY (1966)
 BS0110
 BS0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BS0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0957 ***********************************************************************
 DG0957  DESIGNATION -  C 103
 DG0957  PID         -  DG0957
 DG0957  STATE/COUNTY-  GA/MERIWETHER
 DG0957  USGS QUAD   -  GREENVILLE (1971)
 DG0957
 DG0957                         *CURRENT SURVEY CONTROL
 DG0957  ___________________________________________________________________
 DG0957* NAD 83(1986)-  33 07 20.     (N)    084 43 43.     (W)     SCALED    
 DG0957* NAVD 88     -       245.513  (meters)     805.49   (feet)  ADJUSTED  
 DG0957  ___________________________________________________________________
 DG0957  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG0957  DYNAMIC HT  -         245.232 (meters)     804.57  (feet)  COMP
 DG0957  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 DG0957
 DG0957  VERT ORDER  -  SECOND    CLASS 0
 DG0957
 DG0957.The horizontal coordinates were scaled from a topographic map and have
 DG0957.an estimated accuracy of +/- 6 seconds.
 DG0957
 DG0957.The orthometric height was determined by differential leveling
 DG0957.and adjusted by the National Geodetic Survey in June 1991..
 DG0957
 DG0957.The geoid height was determined by GEOID03.
 DG0957
 DG0957.The dynamic height is computed by dividing the NAVD 88
 DG0957.geopotential number by the normal gravity value computed on the
 DG0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0957.degrees latitude (g = 980.6199 gals.).
 DG0957
 DG0957.The modeled gravity was interpolated from observed gravity values.
 DG0957
 DG0957;                    North         East    Units  Estimated Accuracy
 DG0957;SPC GA W     -   346,300.      647,560.      MT  (+/- 180 meters Scaled)
 DG0957
 DG0957                          SUPERSEDED SURVEY CONTROL
 DG0957
 DG0957  NGVD 29 (??/??/92)  245.525  (m)          805.53   (f) ADJ UNCH    2 0
 DG0957
 DG0957.Superseded values are not recommended for survey control.
 DG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0957.See file dsdata.txt to determine how the superseded data were derived.
 DG0957
 DG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB119671(NAD 83)
 DG0957_MARKER: DB = BENCH MARK DISK
 DG0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0957_STAMPING: C 103 1934 805.527
 DG0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0957+STABILITY: SURFACE MOTION
 DG0957
 DG0957  HISTORY     - Date     Condition        Report By
 DG0957  HISTORY     - 1934     MONUMENTED       CGS
 DG0957  HISTORY     - 1953     GOOD             NGS
 DG0957
 DG0957                          STATION DESCRIPTION
 DG0957
 DG0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0957'6.5 MI S FROM LUTHERSVILLE.
 DG0957'LOCATED ABOUT 0.3 MILES NORTH OF AN OLD WOODEN OVERPASS, 0.2
 DG0957'MILES SOUTH OF MILEPOST C57 ALONG THE CENTRAL OF GEORGIA RAILROAD
 DG0957'TRACKS, 70 YARDS SOUTH OF A DIM ROAD CROSSING, 29 FEET EAST OF THE
 DG0957'EAST RAIL OF THE TRACKS AND ABOUT 42 YARDS WEST OF STATE HIGHWAY
 DG0957'54.  IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6
 DG0957'INCH CONCRETE POST PROJECTING 4 INCHES AND ABOUT 2 FEET BELOW THE
 DG0957'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0845 ***********************************************************************
 CL0845  DESIGNATION -  C 105
 CL0845  PID         -  CL0845
 CL0845  STATE/COUNTY-  GA/HOUSTON
 CL0845  USGS QUAD   -  UNADILLA (1973)
 CL0845
 CL0845                         *CURRENT SURVEY CONTROL
 CL0845  ___________________________________________________________________
 CL0845* NAD 83(1986)-  32 20 58.     (N)    083 41 19.     (W)     SCALED    
 CL0845* NAVD 88     -       128.467  (meters)     421.48   (feet)  ADJUSTED  
 CL0845  ___________________________________________________________________
 CL0845  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CL0845  DYNAMIC HT  -         128.322 (meters)     421.00  (feet)  COMP
 CL0845  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CL0845
 CL0845  VERT ORDER  -  SECOND    CLASS 0
 CL0845
 CL0845.The horizontal coordinates were scaled from a topographic map and have
 CL0845.an estimated accuracy of +/- 6 seconds.
 CL0845
 CL0845.The orthometric height was determined by differential leveling
 CL0845.and adjusted by the National Geodetic Survey in June 1991..
 CL0845
 CL0845.The geoid height was determined by GEOID03.
 CL0845
 CL0845.The dynamic height is computed by dividing the NAVD 88
 CL0845.geopotential number by the normal gravity value computed on the
 CL0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0845.degrees latitude (g = 980.6199 gals.).
 CL0845
 CL0845.The modeled gravity was interpolated from observed gravity values.
 CL0845
 CL0845;                    North         East    Units  Estimated Accuracy
 CL0845;SPC GA W     -   260,560.      745,000.      MT  (+/- 180 meters Scaled)
 CL0845
 CL0845                          SUPERSEDED SURVEY CONTROL
 CL0845
 CL0845  NGVD 29 (??/??/92)  128.613  (m)          421.96   (f) ADJ UNCH    2 0
 CL0845
 CL0845.Superseded values are not recommended for survey control.
 CL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0845.See file dsdata.txt to determine how the superseded data were derived.
 CL0845
 CL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR469823(NAD 83)
 CL0845_MARKER: DB = BENCH MARK DISK
 CL0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0845_STAMPING: C 105 1934
 CL0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0845+STABILITY: SURFACE MOTION
 CL0845
 CL0845  HISTORY     - Date     Condition        Report By
 CL0845  HISTORY     - 1934     MONUMENTED       CGS
 CL0845  HISTORY     - 1973     MARK NOT FOUND   USGS
 CL0845
 CL0845                          STATION DESCRIPTION
 CL0845
 CL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0845'1.7 MI NE FROM ELKO.
 CL0845'ABOUT 1.7 MILES NORTHEAST ALONG THE GEORGIA SOUTHERN AND FLORIDA
 CL0845'RAILWAY FROM THE STATION AT ELKO, HOUSTON COUNTY, ABOUT 0.2 MILE
 CL0845'NORTHEAST OF MILEPOST 37, AT A ROAD CROSSING, 67.5 FEET EAST OF
 CL0845'THE CENTER LINE OF THE ROAD, AND 32.4 FEET SOUTHEAST OF THE
 CL0845'SOUTHEAST RAIL.  A STANDARD DISK, STAMPED C 105 1934 AND SET IN
 CL0845'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 CL0845
 CL0845                          STATION RECOVERY (1973)
 CL0845
 CL0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CL0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0287 ***********************************************************************
 CM0287  DESIGNATION -  C 106
 CM0287  PID         -  CM0287
 CM0287  STATE/COUNTY-  GA/STEWART
 CM0287  USGS QUAD   -  RICHLAND (1981)
 CM0287
 CM0287                         *CURRENT SURVEY CONTROL
 CM0287  ___________________________________________________________________
 CM0287* NAD 83(1986)-  32 04 52.     (N)    084 41 11.     (W)     SCALED    
 CM0287* NAVD 88     -       174.668  (meters)     573.06   (feet)  ADJUSTED  
 CM0287  ___________________________________________________________________
 CM0287  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CM0287  DYNAMIC HT  -         174.465 (meters)     572.39  (feet)  COMP
 CM0287  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CM0287
 CM0287  VERT ORDER  -  FIRST     CLASS I
 CM0287
 CM0287.The horizontal coordinates were scaled from a topographic map and have
 CM0287.an estimated accuracy of +/- 6 seconds.
 CM0287
 CM0287.The orthometric height was determined by differential leveling
 CM0287.and adjusted by the National Geodetic Survey in June 1991..
 CM0287
 CM0287.The geoid height was determined by GEOID03.
 CM0287
 CM0287.The dynamic height is computed by dividing the NAVD 88
 CM0287.geopotential number by the normal gravity value computed on the
 CM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0287.degrees latitude (g = 980.6199 gals.).
 CM0287
 CM0287.The modeled gravity was interpolated from observed gravity values.
 CM0287
 CM0287;                    North         East    Units  Estimated Accuracy
 CM0287;SPC GA W     -   230,830.      650,940.      MT  (+/- 180 meters Scaled)
 CM0287
 CM0287                          SUPERSEDED SURVEY CONTROL
 CM0287
 CM0287  NGVD 29 (??/??/92)  174.714  (m)          573.21   (f) ADJ UNCH    1 1
 CM0287
 CM0287.Superseded values are not recommended for survey control.
 CM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0287.See file dsdata.txt to determine how the superseded data were derived.
 CM0287
 CM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA183517(NAD 83)
 CM0287_MARKER: DB = BENCH MARK DISK
 CM0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0287_STAMPING: C 106 1934
 CM0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0287+STABILITY: SURFACE MOTION
 CM0287
 CM0287  HISTORY     - Date     Condition        Report By
 CM0287  HISTORY     - 1934     MONUMENTED       CGS
 CM0287  HISTORY     - 1958     GOOD             NGS
 CM0287  HISTORY     - 1974     GOOD             NGS
 CM0287
 CM0287                          STATION DESCRIPTION
 CM0287
 CM0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0287'1.2 MI SW FROM RICHLAND.
 CM0287'ABOUT 1.25 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0287'FROM ITS CROSSING OF U. S. HIGHWAY 280 AT RICHLAND, ABOUT 0.55
 CM0287'MILES SOUTHWEST OF MILE POST 725, AT A GRADED ROAD CROSSING, AT
 CM0287'THE EAST CORNER OF THE BOARD FENCE AROUND A CATTLE PEN, 33 FEET
 CM0287'NORTHWEST OF NORTHWEST RAIL, 46 FEET NORTH OF THE CENTER LINE OF
 CM0287'THE CROSSING, 3 FEET NORTHWEST OF THE EAST CORNER OF THE PEN, 3
 CM0287'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE, ABOUT 1 1/2 FEET
 CM0287'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CM0287'POST PROJECTING 5 INCHES.
 CM0287
 CM0287                          STATION RECOVERY (1974)
 CM0287
 CM0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CM0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0529 ***********************************************************************
 BT0529  DESIGNATION -  C 107
 BT0529  PID         -  BT0529
 BT0529  STATE/COUNTY-  GA/RANDOLPH
 BT0529  USGS QUAD   -  COLEMAN (1973)
 BT0529
 BT0529                         *CURRENT SURVEY CONTROL
 BT0529  ___________________________________________________________________
 BT0529* NAD 83(1986)-  31 40 57.     (N)    084 52 37.     (W)     SCALED    
 BT0529* NAVD 88     -       127.326  (meters)     417.74   (feet)  ADJUSTED  
 BT0529  ___________________________________________________________________
 BT0529  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BT0529  DYNAMIC HT  -         127.175 (meters)     417.24  (feet)  COMP
 BT0529  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BT0529
 BT0529  VERT ORDER  -  SECOND    CLASS 0
 BT0529
 BT0529.The horizontal coordinates were scaled from a topographic map and have
 BT0529.an estimated accuracy of +/- 6 seconds.
 BT0529
 BT0529.The orthometric height was determined by differential leveling
 BT0529.and adjusted by the National Geodetic Survey in June 1991..
 BT0529
 BT0529.The geoid height was determined by GEOID03.
 BT0529
 BT0529.The dynamic height is computed by dividing the NAVD 88
 BT0529.geopotential number by the normal gravity value computed on the
 BT0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0529.degrees latitude (g = 980.6199 gals.).
 BT0529
 BT0529.The modeled gravity was interpolated from observed gravity values.
 BT0529
 BT0529;                    North         East    Units  Estimated Accuracy
 BT0529;SPC GA W     -   186,730.      632,660.      MT  (+/- 180 meters Scaled)
 BT0529
 BT0529                          SUPERSEDED SURVEY CONTROL
 BT0529
 BT0529  NGVD 29 (??/??/92)  127.383  (m)          417.92   (f) ADJ UNCH    2 0
 BT0529
 BT0529.Superseded values are not recommended for survey control.
 BT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0529.See file dsdata.txt to determine how the superseded data were derived.
 BT0529
 BT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA012072(NAD 83)
 BT0529_MARKER: DB = BENCH MARK DISK
 BT0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0529+STABILITY: SURFACE MOTION
 BT0529
 BT0529  HISTORY     - Date     Condition        Report By
 BT0529  HISTORY     - UNK      MONUMENTED       CGS
 BT0529
 BT0529                          STATION DESCRIPTION
 BT0529
 BT0529'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 BT0529'1.2 MI NE FROM COLEMAN.
 BT0529'C-107 IS LOCATED 1.2 MILES NORTHEAST OF THE RWY. STATION AT
 BT0529'COLEMAN, 0.3 OF MILE NORTHEAST OF TRESTLE 318.3, 27.8 FT. WEST OF
 BT0529'WEST RAIL OF TRACK, 20 FT. SOUTHWEST OF MILE POST F-13.  STANDARD
 BT0529'TABLET SET IN TOP OF A CONCRETE POST 4 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0453 ***********************************************************************
 BE0453  DESIGNATION -  C 108
 BE0453  PID         -  BE0453
 BE0453  STATE/COUNTY-  GA/DECATUR
 BE0453  USGS QUAD   -  CHATTAHOOCHEE (1994)
 BE0453
 BE0453                         *CURRENT SURVEY CONTROL
 BE0453  ___________________________________________________________________
 BE0453* NAD 83(1986)-  30 44 46.     (N)    084 47 02.     (W)     SCALED    
 BE0453* NAVD 88     -        39.892  (meters)     130.88   (feet)  ADJUSTED  
 BE0453  ___________________________________________________________________
 BE0453  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BE0453  DYNAMIC HT  -          39.840 (meters)     130.71  (feet)  COMP
 BE0453  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BE0453
 BE0453  VERT ORDER  -  SECOND    CLASS 0
 BE0453
 BE0453.The horizontal coordinates were scaled from a topographic map and have
 BE0453.an estimated accuracy of +/- 6 seconds.
 BE0453
 BE0453.The orthometric height was determined by differential leveling
 BE0453.and adjusted by the National Geodetic Survey in June 1991..
 BE0453
 BE0453.The geoid height was determined by GEOID03.
 BE0453
 BE0453.The dynamic height is computed by dividing the NAVD 88
 BE0453.geopotential number by the normal gravity value computed on the
 BE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0453.degrees latitude (g = 980.6199 gals.).
 BE0453
 BE0453.The modeled gravity was interpolated from observed gravity values.
 BE0453
 BE0453;                    North         East    Units  Estimated Accuracy
 BE0453;SPC GA W     -    82,870.      640,900.      MT  (+/- 180 meters Scaled)
 BE0453
 BE0453                          SUPERSEDED SURVEY CONTROL
 BE0453
 BE0453  NGVD 29 (??/??/92)   40.050  (m)          131.40   (f) ADJ UNCH    2 0
 BE0453
 BE0453.Superseded values are not recommended for survey control.
 BE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0453.See file dsdata.txt to determine how the superseded data were derived.
 BE0453
 BE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV121035(NAD 83)
 BE0453_MARKER: DB = BENCH MARK DISK
 BE0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0453_STAMPING: C 108 1934
 BE0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0453+STABILITY: SURFACE MOTION
 BE0453
 BE0453  HISTORY     - Date     Condition        Report By
 BE0453  HISTORY     - 1934     MONUMENTED       CGS
 BE0453  HISTORY     - 1955     GOOD             NGS
 BE0453  HISTORY     - 1977     MARK NOT FOUND   USGS
 BE0453
 BE0453                          STATION DESCRIPTION
 BE0453
 BE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BE0453'4.5 MI NE FROM CHATTAHOOCHEE.
 BE0453'ABOUT 4.5 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE
 BE0453'RAILROAD FROM THE OVER PASS OF U.S. HIGHWAY 90 OVER THE TRACK
 BE0453'AT CHATTAHOOCHEE, FLA., AT A DIM WOODS ROAD CROSSING, AT THE
 BE0453'WEST END OF A THRU CUT, 27 FEET SOUTH OF THE SOUTH RAIL, 69
 BE0453'FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 46 1/2 FEET
 BE0453'WEST OF THE FIRST POLE EAST OF THE CROSSING, 32 FEET NORTHWEST
 BE0453'OF A 12-INCH OAK TREE, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK
 BE0453'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BE0453
 BE0453                          STATION RECOVERY (1977)
 BE0453
 BE0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BE0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6173 ***********************************************************************
 CK6173  DESIGNATION -  C 11
 CK6173  PID         -  CK6173
 CK6173  STATE/COUNTY-  GA/CHATHAM
 CK6173  USGS QUAD   -  MELDRIM SE (1976)
 CK6173
 CK6173                         *CURRENT SURVEY CONTROL
 CK6173  ___________________________________________________________________
 CK6173* NAD 83(1994)-  32 02 17.35842(N)    081 18 05.23602(W)     ADJUSTED  
 CK6173* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 CK6173  ___________________________________________________________________
 CK6173  X           -     818,456.320 (meters)                     COMP
 CK6173  Y           -  -5,349,544.223 (meters)                     COMP
 CK6173  Z           -   3,364,004.407 (meters)                     COMP
 CK6173  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CK6173  ELLIP HEIGHT-         -26.95  (meters)          (09/03/97) GPS OBS
 CK6173  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 CK6173
 CK6173  HORZ ORDER  -  SECOND
 CK6173  ELLP ORDER  -  FOURTH    CLASS II
 CK6173
 CK6173.The horizontal coordinates were established by GPS observations
 CK6173.and adjusted by the National Geodetic Survey in September 1997..
 CK6173
 CK6173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6173
 CK6173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6173
 CK6173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6173
 CK6173.The ellipsoidal height was determined by GPS observations
 CK6173.and is referenced to NAD 83.
 CK6173
 CK6173.The geoid height was determined by GEOID03.
 CK6173
 CK6173;                    North         East     Units Scale Factor Converg.
 CK6173;SPC GA E     -   226,274.669   281,715.942   MT  0.99998232   +0 27 32.4
 CK6173;SPC GA E     -   742,369.48    924,263.05   sFT  0.99998232   +0 27 32.4
 CK6173;UTM  17      - 3,544,704.633   471,537.756   MT  0.99960999   -0 09 35.7
 CK6173
 CK6173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6173!SPC GA E     -   1.00000423  x   0.99998232  =   0.99998655
 CK6173!UTM  17      -   1.00000423  x   0.99960999  =   0.99961422
 CK6173
 CK6173                          SUPERSEDED SURVEY CONTROL
 CK6173
 CK6173  NAD 83(1986)-  32 02 17.37132(N)    081 18 05.24877(W) AD(       ) 2
 CK6173  NGVD 29 (03/03/92)    4.2    (m)           14.     (f) GPS OBS        
 CK6173
 CK6173.Superseded values are not recommended for survey control.
 CK6173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6173.See file dsdata.txt to determine how the superseded data were derived.
 CK6173
 CK6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7153844705(NAD 83)
 CK6173_MARKER: DD = SURVEY DISK
 CK6173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6173_SP_SET: CONCRETE POST
 CK6173_STAMPING: C 11 MARCH 1990
 CK6173_MARK LOGO: GA4910
 CK6173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6173+STABILITY: SURFACE MOTION
 CK6173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6173+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6173
 CK6173  HISTORY     - Date     Condition        Report By
 CK6173  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6173  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 CK6173
 CK6173                          STATION DESCRIPTION
 CK6173
 CK6173'DESCRIBED BY GEONEX 1990
 CK6173'STATION IS LOCATED ALONG BUSH ROAD APPROXIMATELY 6.5 MI (10.46 KM)
 CK6173'SOUTH FROM BLOOMINGDALE, 6.2 MI (9.98 KM) SOUTH-SOUTHWEST FROM POOLER,
 CK6173'6.8 MI (10.94 KM) NORTH FROM RICHMOND HILL, AND 2.1 MI (3.38 KM)
 CK6173'EASTERLY FROM THE CHATHAM COUNTY-BRYAN COUNTY LINE.
 CK6173'TO REACH STATION C 11 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 CK6173'AND STATE HIGHWAY 204 (FORT ARGYLE ROAD), GO NORTHWESTERLY ALONG
 CK6173'STATE HIGHWAY 204 (FORT ARGYLE ROAD) FOR 2.4  MI (3.86 KM) TO THE
 CK6173'INTERSECTION WITH BUSH ROAD ON THE RIGHT AND A SIGN FOR L. SCOTT
 CK6173'STELL COMMUNITY PARK. TURN RIGHT AND GO NORTHEASTERLY ALONG BUSH ROAD
 CK6173'FOR 1.3 MI (2.09 KM) TO THE INTERSECTION WITH A POWER TRANSMISSION
 CK6173'CORRIDOR AND THE STATION ON THE LEFT.
 CK6173'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6173'STAMPED ---C 11  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6173'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6173'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6173'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6173'AT THE APPROXIMATE CENTER OF THE TRANSMISSION LINE CORRIDOR, 57 FT
 CK6173'(17.37 M) NORTHWEST FROM THE CENTERLINE OF BUSH ROAD, ON THE WEST
 CK6173'EDGE OF A DIRT TRACK ROAD, NORTH, 41.0 FT (12.50 M) FROM THE
 CK6173'SOUTHWESTERLY END OF A 48 INCH CONCRETE CULVERT, 116 DEGREES AZIMUTH,
 CK6173'137.6 FT (41.94 M) FROM THE SOUTHEAST CORNER OF A STEEL TOWER ALONG
 CK6173'THE WESTERLY TRANSMISSION LINE, 248 DEGREES AZIMUTH, 2.9 FT (0.88 M)
 CK6173'FROM A WITNESS POST.
 CK6173
 CK6173                          STATION RECOVERY (1998)
 CK6173
 CK6173'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0059 ***********************************************************************
 BS0059  DESIGNATION -  C 110
 BS0059  PID         -  BS0059
 BS0059  STATE/COUNTY-  GA/WARE
 BS0059  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0059
 BS0059                         *CURRENT SURVEY CONTROL
 BS0059  ___________________________________________________________________
 BS0059* NAD 83(1986)-  31 11 22.     (N)    082 16 31.     (W)     SCALED    
 BS0059* NAVD 88     -        37.706  (meters)     123.71   (feet)  ADJUSTED  
 BS0059  ___________________________________________________________________
 BS0059  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BS0059  DYNAMIC HT  -          37.659 (meters)     123.55  (feet)  COMP
 BS0059  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 BS0059
 BS0059  VERT ORDER  -  SECOND    CLASS 0
 BS0059
 BS0059.The horizontal coordinates were scaled from a topographic map and have
 BS0059.an estimated accuracy of +/- 6 seconds.
 BS0059
 BS0059.The orthometric height was determined by differential leveling
 BS0059.and adjusted by the National Geodetic Survey in June 1991..
 BS0059
 BS0059.The geoid height was determined by GEOID03.
 BS0059
 BS0059.The dynamic height is computed by dividing the NAVD 88
 BS0059.geopotential number by the normal gravity value computed on the
 BS0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0059.degrees latitude (g = 980.6199 gals.).
 BS0059
 BS0059.The modeled gravity was interpolated from observed gravity values.
 BS0059
 BS0059;                    North         East    Units  Estimated Accuracy
 BS0059;SPC GA E     -   131,860.      189,650.      MT  (+/- 180 meters Scaled)
 BS0059
 BS0059                          SUPERSEDED SURVEY CONTROL
 BS0059
 BS0059  NGVD 29 (??/??/92)   37.988  (m)          124.63   (f) ADJ UNCH    2 0
 BS0059
 BS0059.Superseded values are not recommended for survey control.
 BS0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0059.See file dsdata.txt to determine how the superseded data were derived.
 BS0059
 BS0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ784512(NAD 83)
 BS0059_MARKER: DB = BENCH MARK DISK
 BS0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0059_STAMPING: C 110 1934
 BS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0059+STABILITY: SURFACE MOTION
 BS0059
 BS0059  HISTORY     - Date     Condition        Report By
 BS0059  HISTORY     - 1934     MONUMENTED       CGS
 BS0059  HISTORY     - 1937     GOOD             NGS
 BS0059
 BS0059                          STATION DESCRIPTION
 BS0059
 BS0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 BS0059'5 MI E FROM WAYCROSS.
 BS0059'ABOUT 5 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0059'THE STATION AT WAYCROSS, WARE COUNTY, 4 POLES EAST OF MILEPOST
 BS0059'B 54, 27 YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY 84, AND 37
 BS0059'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED C 110 1934
 BS0059'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BS0059'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0107 ***********************************************************************
 BS0107  DESIGNATION -  C 111
 BS0107  PID         -  BS0107
 BS0107  STATE/COUNTY-  GA/CHARLTON
 BS0107  USGS QUAD   -  WINOKUR (1988)
 BS0107
 BS0107                         *CURRENT SURVEY CONTROL
 BS0107  ___________________________________________________________________
 BS0107* NAD 83(1986)-  31 00 23.     (N)    082 01 39.     (W)     SCALED    
 BS0107* NAVD 88     -        21.576  (meters)      70.79   (feet)  ADJUSTED  
 BS0107  ___________________________________________________________________
 BS0107  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BS0107  DYNAMIC HT  -          21.549 (meters)      70.70  (feet)  COMP
 BS0107  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BS0107
 BS0107  VERT ORDER  -  SECOND    CLASS 0
 BS0107
 BS0107.The horizontal coordinates were scaled from a topographic map and have
 BS0107.an estimated accuracy of +/- 6 seconds.
 BS0107
 BS0107.The orthometric height was determined by differential leveling
 BS0107.and adjusted by the National Geodetic Survey in June 1991..
 BS0107
 BS0107.The geoid height was determined by GEOID03.
 BS0107
 BS0107.The dynamic height is computed by dividing the NAVD 88
 BS0107.geopotential number by the normal gravity value computed on the
 BS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0107.degrees latitude (g = 980.6199 gals.).
 BS0107
 BS0107.The modeled gravity was interpolated from observed gravity values.
 BS0107
 BS0107;                    North         East    Units  Estimated Accuracy
 BS0107;SPC GA E     -   111,570.      213,290.      MT  (+/- 180 meters Scaled)
 BS0107
 BS0107                          SUPERSEDED SURVEY CONTROL
 BS0107
 BS0107  NGVD 29 (??/??/92)   21.92   (m)           71.9    (f) COMPUTED    2 0
 BS0107
 BS0107.Superseded values are not recommended for survey control.
 BS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0107.See file dsdata.txt to determine how the superseded data were derived.
 BS0107
 BS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ019307(NAD 83)
 BS0107_MARKER: DB = BENCH MARK DISK
 BS0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0107_STAMPING: C 111 1934
 BS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0107+STABILITY: SURFACE MOTION
 BS0107
 BS0107  HISTORY     - Date     Condition        Report By
 BS0107  HISTORY     - 1934     MONUMENTED       CGS
 BS0107  HISTORY     - 1935     GOOD             NGS
 BS0107  HISTORY     - 1962     MARK NOT FOUND   USGS
 BS0107
 BS0107                          STATION DESCRIPTION
 BS0107
 BS0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BS0107'2 MI S FROM WINOKUR.
 BS0107'C-111 IS LOCATED 2 MILES SOUTH OF THE RWY. STATION AT WINOKUR,
 BS0107'0.2 OF MILE SOUTH OF TWO BLOCK SIGNAL TOWERS, 67.5 FT. EAST OF
 BS0107'EAST RAIL, 5.5 FT. WEST OF R/W FENCE.  STANDARD TABLET SET IN
 BS0107'TOP OF A CONCRETE POST 4 IN HIGH.
 BS0107
 BS0107                          STATION RECOVERY (1962)
 BS0107
 BS0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BS0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1710 ***********************************************************************
 BD1710  DESIGNATION -  C 112
 BD1710  PID         -  BD1710
 BD1710  STATE/COUNTY-  GA/ECHOLS
 BD1710  USGS QUAD   -  TARVER (1971)
 BD1710
 BD1710                         *CURRENT SURVEY CONTROL
 BD1710  ___________________________________________________________________
 BD1710* NAD 83(1986)-  30 42 05.     (N)    082 55 28.     (W)     SCALED    
 BD1710* NAVD 88     -        46.906  (meters)     153.89   (feet)  ADJUSTED  
 BD1710  ___________________________________________________________________
 BD1710  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BD1710  DYNAMIC HT  -          46.846 (meters)     153.69  (feet)  COMP
 BD1710  MODELED GRAV-     979,361.2   (mgal)                       NAVD 88
 BD1710
 BD1710  VERT ORDER  -  FIRST     CLASS II
 BD1710
 BD1710.The horizontal coordinates were scaled from a topographic map and have
 BD1710.an estimated accuracy of +/- 6 seconds.
 BD1710
 BD1710.The orthometric height was determined by differential leveling
 BD1710.and adjusted by the National Geodetic Survey in June 1991..
 BD1710
 BD1710.The geoid height was determined by GEOID03.
 BD1710
 BD1710.The dynamic height is computed by dividing the NAVD 88
 BD1710.geopotential number by the normal gravity value computed on the
 BD1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1710.degrees latitude (g = 980.6199 gals.).
 BD1710
 BD1710.The modeled gravity was interpolated from observed gravity values.
 BD1710
 BD1710;                    North         East    Units  Estimated Accuracy
 BD1710;SPC GA E     -    77,990.      127,410.      MT  (+/- 180 meters Scaled)
 BD1710
 BD1710                          SUPERSEDED SURVEY CONTROL
 BD1710
 BD1710  NGVD 29 (??/??/92)   47.115  (m)          154.58   (f) ADJ UNCH    1 2
 BD1710
 BD1710.Superseded values are not recommended for survey control.
 BD1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1710.See file dsdata.txt to determine how the superseded data were derived.
 BD1710
 BD1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP156980(NAD 83)
 BD1710_MARKER: DB = BENCH MARK DISK
 BD1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1710_STAMPING: C 112 1934
 BD1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1710+STABILITY: SURFACE MOTION
 BD1710
 BD1710  HISTORY     - Date     Condition        Report By
 BD1710  HISTORY     - 1934     MONUMENTED       CGS
 BD1710  HISTORY     - 1957     POOR             NGS
 BD1710
 BD1710                          STATION DESCRIPTION
 BD1710
 BD1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1710'AT TARVER.
 BD1710'AT TARVER, ALONG THE ATLANTIC COAST LINE RAILROAD, AT THE
 BD1710'CROSSING OF STATE HIGHWAY 94, 25.8 FEET WEST OF THE WEST RAIL OF
 BD1710'MAIN TRACK, 100 1/2 FEET SOUTH OF THE CENTER LINE OF STATE
 BD1710'HIGHWAY 94, 20.4 FEET WEST OF A SWITCH STAND AT THE NORTH END OF
 BD1710'TARVER SIDING, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 BD1710'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS IN
 BD1710'A LOCATION WHERE IT IS SUBJECT TO BE RUN OVER BY TRUCKS UNLOADING
 BD1710'PULP WOOD.  MARK APPEARS TO BE BROKEN BELOW THE SURFACE.  MARK
 BD1710'SHOULD BE USED WITH EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0904 ***********************************************************************
 BT0904  DESIGNATION -  C 115
 BT0904  PID         -  BT0904
 BT0904  STATE/COUNTY-  GA/EARLY
 BT0904  USGS QUAD   -  COLUMBIA (1981)
 BT0904
 BT0904                         *CURRENT SURVEY CONTROL
 BT0904  ___________________________________________________________________
 BT0904* NAD 83(1986)-  31 19 45.     (N)    085 00 56.     (W)     SCALED    
 BT0904* NAVD 88     -        61.829  (meters)     202.85   (feet)  ADJUSTED  
 BT0904  ___________________________________________________________________
 BT0904  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT0904  DYNAMIC HT  -          61.753 (meters)     202.60  (feet)  COMP
 BT0904  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 BT0904
 BT0904  VERT ORDER  -  SECOND    CLASS 0
 BT0904
 BT0904.The horizontal coordinates were scaled from a topographic map and have
 BT0904.an estimated accuracy of +/- 6 seconds.
 BT0904
 BT0904.The orthometric height was determined by differential leveling
 BT0904.and adjusted by the National Geodetic Survey in June 1991..
 BT0904
 BT0904.The geoid height was determined by GEOID03.
 BT0904
 BT0904.The dynamic height is computed by dividing the NAVD 88
 BT0904.geopotential number by the normal gravity value computed on the
 BT0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0904.degrees latitude (g = 980.6199 gals.).
 BT0904
 BT0904.The modeled gravity was interpolated from observed gravity values.
 BT0904
 BT0904;                    North         East    Units  Estimated Accuracy
 BT0904;SPC GA W     -   147,650.      619,210.      MT  (+/- 180 meters Scaled)
 BT0904
 BT0904                          SUPERSEDED SURVEY CONTROL
 BT0904
 BT0904  NGVD 29 (??/??/92)   61.910  (m)          203.12   (f) ADJ UNCH    2 0
 BT0904
 BT0904.Superseded values are not recommended for survey control.
 BT0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0904.See file dsdata.txt to determine how the superseded data were derived.
 BT0904
 BT0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV888677(NAD 83)
 BT0904_MARKER: DB = BENCH MARK DISK
 BT0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0904_STAMPING: C 115 1934
 BT0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0904+STABILITY: SURFACE MOTION
 BT0904
 BT0904  HISTORY     - Date     Condition        Report By
 BT0904  HISTORY     - 1934     MONUMENTED       CGS
 BT0904  HISTORY     - 1973     MARK NOT FOUND   USGS
 BT0904
 BT0904                          STATION DESCRIPTION
 BT0904
 BT0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0904'4.6 MI E FROM HILTON.
 BT0904'4.6 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0904'STATION AT HILTON, EARLY COUNTY, 51 1/2 RAILS NORTHEAST OF
 BT0904'MILEPOST L 98, 5 RAILS EAST OF A HIGHWAY CROSSING, AND 27 FEET
 BT0904'NORTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED C 115 1934 AND
 BT0904'SET IN THE TOP OF A CONCRETE POST.
 BT0904
 BT0904                          STATION RECOVERY (1973)
 BT0904
 BT0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BT0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1395 ***********************************************************************
 DG1395  DESIGNATION -  C 116
 DG1395  PID         -  DG1395
 DG1395  STATE/COUNTY-  GA/TROUP
 DG1395  USGS QUAD   -  LA GRANGE (1982)
 DG1395
 DG1395                         *CURRENT SURVEY CONTROL
 DG1395  ___________________________________________________________________
 DG1395* NAD 83(1986)-  33 01 43.     (N)    085 05 36.     (W)     SCALED    
 DG1395* NAVD 88     -       229.116  (meters)     751.69   (feet)  ADJUSTED  
 DG1395  ___________________________________________________________________
 DG1395  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG1395  DYNAMIC HT  -         228.852 (meters)     750.83  (feet)  COMP
 DG1395  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DG1395
 DG1395  VERT ORDER  -  SECOND    CLASS 0
 DG1395
 DG1395.The horizontal coordinates were scaled from a topographic map and have
 DG1395.an estimated accuracy of +/- 6 seconds.
 DG1395
 DG1395.The orthometric height was determined by differential leveling
 DG1395.and adjusted by the National Geodetic Survey in June 1991..
 DG1395
 DG1395.The geoid height was determined by GEOID03.
 DG1395
 DG1395.The dynamic height is computed by dividing the NAVD 88
 DG1395.geopotential number by the normal gravity value computed on the
 DG1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1395.degrees latitude (g = 980.6199 gals.).
 DG1395
 DG1395.The modeled gravity was interpolated from observed gravity values.
 DG1395
 DG1395;                    North         East    Units  Estimated Accuracy
 DG1395;SPC GA W     -   336,160.      613,440.      MT  (+/- 180 meters Scaled)
 DG1395
 DG1395                          SUPERSEDED SURVEY CONTROL
 DG1395
 DG1395  NGVD 29 (??/??/92)  229.086  (m)          751.59   (f) ADJ UNCH    2 0
 DG1395
 DG1395.Superseded values are not recommended for survey control.
 DG1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1395.See file dsdata.txt to determine how the superseded data were derived.
 DG1395
 DG1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB780560(NAD 83)
 DG1395_MARKER: DB = BENCH MARK DISK
 DG1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1395_STAMPING: C 116 1934 751.593
 DG1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1395+STABILITY: SURFACE MOTION
 DG1395
 DG1395  HISTORY     - Date     Condition        Report By
 DG1395  HISTORY     - 1934     MONUMENTED       CGS
 DG1395  HISTORY     - 1954     GOOD             NGS
 DG1395
 DG1395                          STATION DESCRIPTION
 DG1395
 DG1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DG1395'4 MI W FROM LA GRANGE.
 DG1395'LOCATED 4 MILES WEST OF THE STATION IN LA GRANGE ALONG THE
 DG1395'ATLANTA, BIRMINGHAM AND COAST RAILROAD, ABOUT 0.3 MILE EAST OF AN
 DG1395'OVERHEAD BRIDGE ON A DIRT ROAD, 78 YARDS WEST OF AN OLD HOUSE
 DG1395'ON THE PROPERTY OF R.H. MOORE, 25 RAILS EAST OF MILEPOST 291,
 DG1395'ABOUT MIDWAY BETWEEN TWO TELEGRAPH POLES, 12 FEET SOUTH OF A
 DG1395'ROW OF POLES, 38 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A
 DG1395'FENCE AND 27 FEET NORTH OF A LARGE 3 FOOT OAK TREE.  IT IS SET
 DG1395'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES AND
 DG1395'ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0610 ***********************************************************************
 CM0610  DESIGNATION -  C 117
 CM0610  PID         -  CM0610
 CM0610  STATE/COUNTY-  GA/TROUP
 CM0610  USGS QUAD   -  CANNONVILLE (1984)
 CM0610
 CM0610                         *CURRENT SURVEY CONTROL
 CM0610  ___________________________________________________________________
 CM0610* NAD 83(1986)-  32 57 56.     (N)    085 06 18.     (W)     SCALED    
 CM0610* NAVD 88     -       201.402  (meters)     660.77   (feet)  ADJUSTED  
 CM0610  ___________________________________________________________________
 CM0610  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CM0610  DYNAMIC HT  -         201.169 (meters)     660.00  (feet)  COMP
 CM0610  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 CM0610
 CM0610  VERT ORDER  -  SECOND    CLASS 0
 CM0610
 CM0610.The horizontal coordinates were scaled from a topographic map and have
 CM0610.an estimated accuracy of +/- 6 seconds.
 CM0610
 CM0610.The orthometric height was determined by differential leveling
 CM0610.and adjusted by the National Geodetic Survey in June 1991..
 CM0610
 CM0610.The geoid height was determined by GEOID03.
 CM0610
 CM0610.The dynamic height is computed by dividing the NAVD 88
 CM0610.geopotential number by the normal gravity value computed on the
 CM0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0610.degrees latitude (g = 980.6199 gals.).
 CM0610
 CM0610.The modeled gravity was interpolated from observed gravity values.
 CM0610
 CM0610;                    North         East    Units  Estimated Accuracy
 CM0610;SPC GA W     -   329,170.      612,280.      MT  (+/- 180 meters Scaled)
 CM0610
 CM0610                          SUPERSEDED SURVEY CONTROL
 CM0610
 CM0610  NGVD 29 (??/??/92)  201.380  (m)          660.69   (f) ADJ UNCH    2 0
 CM0610
 CM0610.Superseded values are not recommended for survey control.
 CM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0610.See file dsdata.txt to determine how the superseded data were derived.
 CM0610
 CM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB771490(NAD 83)
 CM0610_MARKER: DB = BENCH MARK DISK
 CM0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0610_STAMPING: C 117 1934 660.694
 CM0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0610+STABILITY: SURFACE MOTION
 CM0610
 CM0610  HISTORY     - Date     Condition        Report By
 CM0610  HISTORY     - 1934     MONUMENTED       CGS
 CM0610  HISTORY     - 1954     GOOD             NGS
 CM0610
 CM0610                          STATION DESCRIPTION
 CM0610
 CM0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CM0610'2.2 MI NE FROM GABBETTVILLE.
 CM0610'LOCATED ABOUT 2.2 MILES NORTHEAST OF GABBETTVILLE, ALONG THE
 CM0610'ATLANTA AND WEST POINT RAILROAD, 9 RAILS EAST OF MILEPOST 97 AND
 CM0610'SIGNAL A781, 113 FEET EAST OF A TELEGRAPH POLE, 26 SOUTH OF THE
 CM0610'SOUTH RAIL, 36 FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 55
 CM0610'FEET SOUTHEAST OF A ROAD CROSSING.  IT IS A STANDARD DISK SET IN
 CM0610'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0437 ***********************************************************************
 EE0437  DESIGNATION -  C 118
 EE0437  PID         -  EE0437
 EE0437  STATE/COUNTY-  GA/CHATTOOGA
 EE0437  USGS QUAD   -  DOUGHERTY GAP (1983)
 EE0437
 EE0437                         *CURRENT SURVEY CONTROL
 EE0437  ___________________________________________________________________
 EE0437* NAD 83(1986)-  34 30 14.     (N)    085 29 06.     (W)     SCALED    
 EE0437* NAVD 88     -       285.485  (meters)     936.63   (feet)  ADJUSTED  
 EE0437  ___________________________________________________________________
 EE0437  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0437  DYNAMIC HT  -         285.190 (meters)     935.66  (feet)  COMP
 EE0437  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 EE0437
 EE0437  VERT ORDER  -  SECOND    CLASS 0
 EE0437
 EE0437.The horizontal coordinates were scaled from a topographic map and have
 EE0437.an estimated accuracy of +/- 6 seconds.
 EE0437
 EE0437.The orthometric height was determined by differential leveling
 EE0437.and adjusted by the National Geodetic Survey in June 1991..
 EE0437
 EE0437.The geoid height was determined by GEOID03.
 EE0437
 EE0437.The dynamic height is computed by dividing the NAVD 88
 EE0437.geopotential number by the normal gravity value computed on the
 EE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0437.degrees latitude (g = 980.6199 gals.).
 EE0437
 EE0437.The modeled gravity was interpolated from observed gravity values.
 EE0437
 EE0437;                    North         East    Units  Estimated Accuracy
 EE0437;SPC GA W     -   500,180.      578,940.      MT  (+/- 180 meters Scaled)
 EE0437
 EE0437                          SUPERSEDED SURVEY CONTROL
 EE0437
 EE0437  NGVD 29 (??/??/92)  285.449  (m)          936.51   (f) ADJ UNCH    2 0
 EE0437
 EE0437.Superseded values are not recommended for survey control.
 EE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0437.See file dsdata.txt to determine how the superseded data were derived.
 EE0437
 EE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD390190(NAD 83)
 EE0437_MARKER: DB = BENCH MARK DISK
 EE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0437_STAMPING: C 118 1934
 EE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0437+STABILITY: SURFACE MOTION
 EE0437
 EE0437  HISTORY     - Date     Condition        Report By
 EE0437  HISTORY     - 1934     MONUMENTED       CGS
 EE0437  HISTORY     - 1948     GOOD             NGS
 EE0437  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0437  HISTORY     - 1976     MARK NOT FOUND   USGS
 EE0437
 EE0437                          STATION DESCRIPTION
 EE0437
 EE0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0437'1.7 MI NW FROM MENLO.
 EE0437'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 48 FROM THE MAIN
 EE0437'INTERSECTION IN MENLO, THENCE 1.1 MILE NORTHWEST ALONG THE ABANDONED
 EE0437'ROUTE OF THE HIGHWAY, DIRECTLY OPPOSITE THE JUNCTION OF A DIRT ROAD
 EE0437'LEADING NORTH, AT A TENANT HOUSE ON THE PROPERTY OF CLYDE BAKER
 EE0437'AT THE FOOT OF LOOKOUT MOUNTAIN, 149 FEET NORTHWEST OF THE NORTH
 EE0437'CORNER OF THE HOUSE, 69 FEET NORTHWEST OF THE CENTER OF A
 EE0437'DRIVEWAY, 32 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 7 FEET
 EE0437'SOUTH OF A 14-INCH PINE TREE THAT IS MARKED WITH A TRIANGULAR
 EE0437'BLAZE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 EE0437'1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE
 EE0437'POST PROJECTING ABOUT 6 INCHES.
 EE0437
 EE0437                          STATION RECOVERY (1972)
 EE0437
 EE0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0437'MARK NOT FOUND.
 EE0437
 EE0437                          STATION RECOVERY (1976)
 EE0437
 EE0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EE0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0432 ***********************************************************************
 EE0432  DESIGNATION -  C 119
 EE0432  PID         -  EE0432
 EE0432  STATE/COUNTY-  GA/WALKER
 EE0432  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE0432
 EE0432                         *CURRENT SURVEY CONTROL
 EE0432  ___________________________________________________________________
 EE0432* NAD 83(1986)-  34 55 02.     (N)    085 16 30.     (W)     SCALED    
 EE0432* NAVD 88     -       233.102  (meters)     764.77   (feet)  ADJUSTED  
 EE0432  ___________________________________________________________________
 EE0432  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 EE0432  DYNAMIC HT  -         232.869 (meters)     764.00  (feet)  COMP
 EE0432  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 EE0432
 EE0432  VERT ORDER  -  SECOND    CLASS 0
 EE0432
 EE0432.The horizontal coordinates were scaled from a topographic map and have
 EE0432.an estimated accuracy of +/- 6 seconds.
 EE0432
 EE0432.The orthometric height was determined by differential leveling
 EE0432.and adjusted by the National Geodetic Survey in June 1991..
 EE0432
 EE0432.The geoid height was determined by GEOID03.
 EE0432
 EE0432.The dynamic height is computed by dividing the NAVD 88
 EE0432.geopotential number by the normal gravity value computed on the
 EE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0432.degrees latitude (g = 980.6199 gals.).
 EE0432
 EE0432.The modeled gravity was interpolated from observed gravity values.
 EE0432
 EE0432;                    North         East    Units  Estimated Accuracy
 EE0432;SPC GA W     -   545,800.      598,730.      MT  (+/- 180 meters Scaled)
 EE0432
 EE0432                          SUPERSEDED SURVEY CONTROL
 EE0432
 EE0432  NGVD 29 (??/??/92)  233.113  (m)          764.80   (f) ADJ UNCH    2 0
 EE0432
 EE0432.Superseded values are not recommended for survey control.
 EE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0432.See file dsdata.txt to determine how the superseded data were derived.
 EE0432
 EE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD575652(NAD 83)
 EE0432_MARKER: DB = BENCH MARK DISK
 EE0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0432_STAMPING: C 119 1934
 EE0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0432+STABILITY: SURFACE MOTION
 EE0432
 EE0432  HISTORY     - Date     Condition        Report By
 EE0432  HISTORY     - 1934     MONUMENTED       CGS
 EE0432  HISTORY     - 1950     GOOD             TVA
 EE0432  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0432  HISTORY     - 1975     MARK NOT FOUND   USGS
 EE0432
 EE0432                          STATION DESCRIPTION
 EE0432
 EE0432'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EE0432'AT LYTLE.
 EE0432'AT LYTLE, ON THE CENTRAL OF GEORGIA RAILWAY, 6 RAILS NORTH OF
 EE0432'THE STATION, 9 POLES NORTH OF MILEPOST S 439, 42 FEET EAST OF
 EE0432'THE EAST RAIL, IN CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY
 EE0432'PARK, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND NEAR A T.V.A.
 EE0432'STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED
 EE0432'C 119 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TVA
 EE0432'REPORTS STEEL POST WITH CONTROL MARKER SIGN SET AT EAST SIDE OF
 EE0432'MONUMENT.
 EE0432
 EE0432                          STATION RECOVERY (1972)
 EE0432
 EE0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0432'MARK NOT FOUND.
 EE0432
 EE0432                          STATION RECOVERY (1975)
 EE0432
 EE0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EE0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6174 ***********************************************************************
 CK6174  DESIGNATION -  C 12
 CK6174  PID         -  CK6174
 CK6174  STATE/COUNTY-  GA/CHATHAM
 CK6174  USGS QUAD   -  MELDRIM SE (1976)
 CK6174
 CK6174                         *CURRENT SURVEY CONTROL
 CK6174  ___________________________________________________________________
 CK6174* NAD 83(1994)-  32 03 02.30166(N)    081 17 16.70956(W)     ADJUSTED  
 CK6174* NAVD 88     -         6.8    (meters)      22.     (feet)  VERTCON   
 CK6174  ___________________________________________________________________
 CK6174  X           -     819,603.965 (meters)                     COMP
 CK6174  Y           -  -5,348,627.920 (meters)                     COMP
 CK6174  Z           -   3,365,179.360 (meters)                     COMP
 CK6174  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CK6174  ELLIP HEIGHT-         -24.06  (meters)          (09/03/97) GPS OBS
 CK6174  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 CK6174
 CK6174  HORZ ORDER  -  SECOND
 CK6174  ELLP ORDER  -  FOURTH    CLASS II
 CK6174
 CK6174.The horizontal coordinates were established by GPS observations
 CK6174.and adjusted by the National Geodetic Survey in September 1997..
 CK6174
 CK6174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6174
 CK6174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6174
 CK6174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6174
 CK6174.The ellipsoidal height was determined by GPS observations
 CK6174.and is referenced to NAD 83.
 CK6174
 CK6174.The geoid height was determined by GEOID03.
 CK6174
 CK6174;                    North         East     Units Scale Factor Converg.
 CK6174;SPC GA E     -   227,669.228   282,977.815   MT  0.99998489   +0 27 58.8
 CK6174;SPC GA E     -   746,944.79    928,403.05   sFT  0.99998489   +0 27 58.8
 CK6174;UTM  17      - 3,546,084.961   472,814.144   MT  0.99960911   -0 09 10.2
 CK6174
 CK6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6174!SPC GA E     -   1.00000378  x   0.99998489  =   0.99998867
 CK6174!UTM  17      -   1.00000378  x   0.99960911  =   0.99961289
 CK6174
 CK6174                          SUPERSEDED SURVEY CONTROL
 CK6174
 CK6174  NAD 83(1986)-  32 03 02.31480(N)    081 17 16.72237(W) AD(       ) 2
 CK6174  NGVD 29 (03/03/92)    7.1    (m)           23.     (f) GPS OBS        
 CK6174
 CK6174.Superseded values are not recommended for survey control.
 CK6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6174.See file dsdata.txt to determine how the superseded data were derived.
 CK6174
 CK6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7281446085(NAD 83)
 CK6174_MARKER: DD = SURVEY DISK
 CK6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6174_SP_SET: CONCRETE POST
 CK6174_STAMPING: C 12 MARCH 1990
 CK6174_MARK LOGO: GA4910
 CK6174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6174+STABILITY: SURFACE MOTION
 CK6174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6174+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6174
 CK6174  HISTORY     - Date     Condition        Report By
 CK6174  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6174  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 CK6174
 CK6174                          STATION DESCRIPTION
 CK6174
 CK6174'DESCRIBED BY GEONEX 1990
 CK6174'STATION IS LOCATED ALONG LITTLE NECK ROAD APPROXIMATELY 5.7 MI
 CK6174'(9.17 KM) SOUTH- SOUTHEAST FROM BLOOMINGDALE, 5.1 MI (8.21 KM)
 CK6174'SOUTH-SOUTHWEST FROM POOLER, AND 7.7 MI (12.39 KM) NORTH FROM RICHMOND
 CK6174'HILL.
 CK6174'TO REACH STATION C 12 FROM THE INTERSECTION OF U.S. HIGHWAY 17
 CK6174'(ATLANTIC COAST HIGHWAY) AND STATE HIGHWAY 204 (ABERCORN STREET EXT.)
 CK6174', GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR 0.3 MI (0.48 KM) TO THE
 CK6174'INTERSECTION WITH LITTLE NECK ROAD ON THE LEFT.  TURN LEFT AND GO
 CK6174'NORTHWESTERLY ALONG LITTLE NECK ROAD FOR 2.2 MI (3.54 KM) TO THE
 CK6174'UNDERPASS AT THE INTERSECTION WITH INTERSTATE HIGHWAY 95. CONTINUE
 CK6174'NORTHWESTERLY ALONG LITTLE NECK ROAD FOR 1.8 MI (2.90 KM) TO THE
 CK6174'INTERSECTION WITH BUSH ROAD ON THE LEFT. CONTINUE NORTHWESTERLY ALONG
 CK6174'LITTLE NECK ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 CK6174'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6174'STAMPED ---C 12  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6174'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST FLUSH WITH
 CK6174'GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF 5/8
 CK6174'INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED 232
 CK6174'DEGREES AZIMUTH, 26.5 FT (8.08 M) FROM A PK NAIL W/ SHINER IN THE
 CK6174'WESTERLY EDGE OF LITTLE NECK ROAD, SOUTH OF A DIRT TRACK ROAD, 46
 CK6174'DEGREES AZIMUTH, 8.2 FT (2.50 M) FROM A PK NAIL W/ SHINER IN THE
 CK6174'FACING SIDE OF A WOOD FENCE POST, 101 DEGREES AZIMUTH, 12.1 FT
 CK6174'(3.69 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A WOOD FENCE
 CK6174'POST, 358 DEGREES AZIMUTH, 13.8 FT (4.21 M) FROM A PK NAIL W/ SHINER
 CK6174'IN THE FACING SIDE OF A WOOD FENCE POST, 60 DEGREES AZIMUTH, 8.1 FT
 CK6174'(2.47 M) FROM A WITNESS POST.
 CK6174
 CK6174                          STATION RECOVERY (1998)
 CK6174
 CK6174'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0455 ***********************************************************************
 EE0455  DESIGNATION -  C 121
 EE0455  PID         -  EE0455
 EE0455  STATE/COUNTY-  GA/WHITFIELD
 EE0455  USGS QUAD   -  TUNNEL HILL (1983)
 EE0455
 EE0455                         *CURRENT SURVEY CONTROL
 EE0455  ___________________________________________________________________
 EE0455* NAD 83(1986)-  34 48 36.     (N)    085 01 37.     (W)     SCALED    
 EE0455* NAVD 88     -       234.683  (meters)     769.96   (feet)  ADJUSTED  
 EE0455  ___________________________________________________________________
 EE0455  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 EE0455  DYNAMIC HT  -         234.446 (meters)     769.18  (feet)  COMP
 EE0455  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 EE0455
 EE0455  VERT ORDER  -  SECOND    CLASS 0
 EE0455
 EE0455.The horizontal coordinates were scaled from a topographic map and have
 EE0455.an estimated accuracy of +/- 6 seconds.
 EE0455
 EE0455.The orthometric height was determined by differential leveling
 EE0455.and adjusted by the National Geodetic Survey in June 1991..
 EE0455
 EE0455.The geoid height was determined by GEOID03.
 EE0455
 EE0455.The dynamic height is computed by dividing the NAVD 88
 EE0455.geopotential number by the normal gravity value computed on the
 EE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0455.degrees latitude (g = 980.6199 gals.).
 EE0455
 EE0455.The modeled gravity was interpolated from observed gravity values.
 EE0455
 EE0455;                    North         East    Units  Estimated Accuracy
 EE0455;SPC GA W     -   533,690.      621,290.      MT  (+/- 180 meters Scaled)
 EE0455
 EE0455                          SUPERSEDED SURVEY CONTROL
 EE0455
 EE0455  NGVD 29 (??/??/92)  234.670  (m)          769.91   (f) ADJ UNCH    2 0
 EE0455
 EE0455.Superseded values are not recommended for survey control.
 EE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0455.See file dsdata.txt to determine how the superseded data were derived.
 EE0455
 EE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD804537(NAD 83)
 EE0455_MARKER: DB = BENCH MARK DISK
 EE0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0455_STAMPING: C 121 1934
 EE0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0455+STABILITY: SURFACE MOTION
 EE0455
 EE0455  HISTORY     - Date     Condition        Report By
 EE0455  HISTORY     - 1934     MONUMENTED       CGS
 EE0455  HISTORY     - 1954     POOR             NGS
 EE0455
 EE0455                          STATION DESCRIPTION
 EE0455
 EE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 EE0455'0.3 MI N FROM ROCKY FACE.
 EE0455'ABOUT 0.3 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EE0455'FROM THE STATION SIGN AND MILEPOST 103/25 AT ROCKY FACE, 13
 EE0455'FEET SOUTHEAST OF THE 1ST POLE SOUTH OF MILEPOST 104/5, 36 FEET
 EE0455'EAST OF THE EAST RAIL, 55 FEET SOUTHEAST OF THE CENTER OF A
 EE0455'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, IN THE WEST EDGE OF
 EE0455'THE LAWN FOR AN OLD TWO-STORY HOUSE, 35 FEET NORTHWEST OF A 48-INCH
 EE0455'OAK TREE, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET
 EE0455'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 EE0455'THAT PROJECTS 5 INCHES.  NOTE-- THE MARK IS LOOSE IN THE GROUND
 EE0455'AND IT IS BELIEVED TO BE BROKEN OFF BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0360 ***********************************************************************
 EE0360  DESIGNATION -  C 122
 EE0360  PID         -  EE0360
 EE0360  STATE/COUNTY-  GA/GILMER
 EE0360  USGS QUAD   -  DYER GAP (1988)
 EE0360
 EE0360                         *CURRENT SURVEY CONTROL
 EE0360  ___________________________________________________________________
 EE0360* NAD 83(1986)-  34 46 40.     (N)    084 36 45.     (W)     SCALED    
 EE0360* NAVD 88     -       598.867  (meters)    1964.78   (feet)  ADJUSTED  
 EE0360  ___________________________________________________________________
 EE0360  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EE0360  DYNAMIC HT  -         598.219 (meters)    1962.66  (feet)  COMP
 EE0360  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 EE0360
 EE0360  VERT ORDER  -  SECOND    CLASS 0
 EE0360
 EE0360.The horizontal coordinates were scaled from a topographic map and have
 EE0360.an estimated accuracy of +/- 6 seconds.
 EE0360
 EE0360.The orthometric height was determined by differential leveling
 EE0360.and adjusted by the National Geodetic Survey in June 1991..
 EE0360
 EE0360.The geoid height was determined by GEOID03.
 EE0360
 EE0360.The dynamic height is computed by dividing the NAVD 88
 EE0360.geopotential number by the normal gravity value computed on the
 EE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0360.degrees latitude (g = 980.6199 gals.).
 EE0360
 EE0360.The modeled gravity was interpolated from observed gravity values.
 EE0360
 EE0360;                    North         East    Units  Estimated Accuracy
 EE0360;SPC GA W     -   529,860.      659,200.      MT  (+/- 180 meters Scaled)
 EE0360
 EE0360                          SUPERSEDED SURVEY CONTROL
 EE0360
 EE0360  NGVD 29 (??/??/92)  598.842  (m)         1964.70   (f) ADJ UNCH    2 0
 EE0360
 EE0360.Superseded values are not recommended for survey control.
 EE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0360.See file dsdata.txt to determine how the superseded data were derived.
 EE0360
 EE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD184509(NAD 83)
 EE0360_MARKER: DB = BENCH MARK DISK
 EE0360_SETTING: 80 = SET IN A BOULDER
 EE0360_STAMPING: C 122 1934
 EE0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0360+STABILITY: SURFACE MOTION
 EE0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0360+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 EE0360
 EE0360  HISTORY     - Date     Condition        Report By
 EE0360  HISTORY     - 1934     MONUMENTED       CGS
 EE0360  HISTORY     - 1972     GOOD             NGS
 EE0360  HISTORY     - 20040202 GOOD             GADT
 EE0360
 EE0360                          STATION DESCRIPTION
 EE0360
 EE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0360'11.2 MI W FROM ELLIJAY.
 EE0360'ABOUT 11.25 MILES WEST ALONG U.S. HIGHWAY 76 AND STATE HIGHWAY 52
 EE0360'FROM THE COUNTY COURTHOUSE AT ELLIJAY, ON THE EAST SLOPE OF FORT
 EE0360'MOUNTAIN AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 43 FEET
 EE0360'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 EE0360'A 3 1/2- BY 4 1/2-FOOT BOULDER THAT PROJECTS 0.9 FOOT ABOVE THE
 EE0360'GROUND, AND IS LOCATED IN THE SOUTHEAST PART OF THE LAWN AT THE
 EE0360'RESIDENCE OF MR. W.L. PATTERSON, 33.6 FEET EAST OF THE EAST
 EE0360'CORNER OF MR. PATTERSONS HOUSE, 10 FEET SOUTH OF THE CENTER LINE
 EE0360'OF A DRIVEWAY LEADING TO THE HOUSE, 40 FEET WEST-NORTHWEST OF A
 EE0360'TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY.
 EE0360
 EE0360                          STATION RECOVERY (2004)
 EE0360
 EE0360'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0516 ***********************************************************************
 ED0516  DESIGNATION -  C 127
 ED0516  PID         -  ED0516
 ED0516  STATE/COUNTY-  GA/FRANKLIN
 ED0516  USGS QUAD   -  ASHLAND (1982)
 ED0516
 ED0516                         *CURRENT SURVEY CONTROL
 ED0516  ___________________________________________________________________
 ED0516* NAD 83(1986)-  34 18 51.     (N)    083 22 07.     (W)     SCALED    
 ED0516* NAVD 88     -       234.708  (meters)     770.04   (feet)  ADJUSTED  
 ED0516  ___________________________________________________________________
 ED0516  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ED0516  DYNAMIC HT  -         234.463 (meters)     769.23  (feet)  COMP
 ED0516  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 ED0516
 ED0516  VERT ORDER  -  SECOND    CLASS 0
 ED0516
 ED0516.The horizontal coordinates were scaled from a topographic map and have
 ED0516.an estimated accuracy of +/- 6 seconds.
 ED0516
 ED0516.The orthometric height was determined by differential leveling
 ED0516.and adjusted by the National Geodetic Survey in June 1991..
 ED0516
 ED0516.The geoid height was determined by GEOID03.
 ED0516
 ED0516.The dynamic height is computed by dividing the NAVD 88
 ED0516.geopotential number by the normal gravity value computed on the
 ED0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0516.degrees latitude (g = 980.6199 gals.).
 ED0516
 ED0516.The modeled gravity was interpolated from observed gravity values.
 ED0516
 ED0516;                    North         East    Units  Estimated Accuracy
 ED0516;SPC GA E     -   479,000.       89,380.      MT  (+/- 180 meters Scaled)
 ED0516
 ED0516                          SUPERSEDED SURVEY CONTROL
 ED0516
 ED0516  NGVD 29 (??/??/92)  234.752  (m)          770.18   (f) ADJ UNCH    2 0
 ED0516
 ED0516.Superseded values are not recommended for survey control.
 ED0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0516.See file dsdata.txt to determine how the superseded data were derived.
 ED0516
 ED0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT820995(NAD 83)
 ED0516_MARKER: DB = BENCH MARK DISK
 ED0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0516_STAMPING: C 127 1934
 ED0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0516+STABILITY: SURFACE MOTION
 ED0516
 ED0516  HISTORY     - Date     Condition        Report By
 ED0516  HISTORY     - 1934     MONUMENTED       CGS
 ED0516  HISTORY     - 1956     MARK NOT FOUND   NGS
 ED0516  HISTORY     - 1957     MARK NOT FOUND   USGS
 ED0516
 ED0516                          STATION DESCRIPTION
 ED0516
 ED0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0516'1 MI SW FROM ASHLAND.
 ED0516'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 59 FROM ASHLAND, FRANKLIN
 ED0516'COUNTY, 0.7 MILE NORTHEAST OF THE FRANKLIN-BANKS COUNTY LINE,
 ED0516'ON THE SUMMIT OF A HILL, IN THE NORTHEAST CORNER OF AN OAK GROVE,
 ED0516'79 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE WALL
 ED0516'AROUND A FARMYARD, 61 FEET NORTHWEST OF THE NORTHEAST CORNER,
 ED0516'AND 24 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 ED0516'STANDARD DISK, STAMPED C 127 1934 AND SET IN THE TOP OF A CONCRETE
 ED0516'POST PROJECTING 3 INCHES ABOVE GROUND.
 ED0516
 ED0516                          STATION RECOVERY (1957)
 ED0516
 ED0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 ED0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0499 ***********************************************************************
 ED0499  DESIGNATION -  C 128
 ED0499  PID         -  ED0499
 ED0499  STATE/COUNTY-  GA/STEPHENS
 ED0499  USGS QUAD   -  TOCCOA (1964)
 ED0499
 ED0499                         *CURRENT SURVEY CONTROL
 ED0499  ___________________________________________________________________
 ED0499* NAD 83(1986)-  34 31 57.     (N)    083 17 46.     (W)     SCALED    
 ED0499* NAVD 88     -       284.252  (meters)     932.58   (feet)  ADJUSTED  
 ED0499  ___________________________________________________________________
 ED0499  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 ED0499  DYNAMIC HT  -         283.953 (meters)     931.60  (feet)  COMP
 ED0499  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 ED0499
 ED0499  VERT ORDER  -  SECOND    CLASS 0
 ED0499
 ED0499.The horizontal coordinates were scaled from a topographic map and have
 ED0499.an estimated accuracy of +/- 6 seconds.
 ED0499
 ED0499.The orthometric height was determined by differential leveling
 ED0499.and adjusted by the National Geodetic Survey in June 1991..
 ED0499
 ED0499.The geoid height was determined by GEOID03.
 ED0499
 ED0499.The dynamic height is computed by dividing the NAVD 88
 ED0499.geopotential number by the normal gravity value computed on the
 ED0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0499.degrees latitude (g = 980.6199 gals.).
 ED0499
 ED0499.The modeled gravity was interpolated from observed gravity values.
 ED0499
 ED0499;                    North         East    Units  Estimated Accuracy
 ED0499;SPC GA E     -   503,150.       96,320.      MT  (+/- 180 meters Scaled)
 ED0499
 ED0499                          SUPERSEDED SURVEY CONTROL
 ED0499
 ED0499  NGVD 29 (??/??/92)  284.297  (m)          932.73   (f) ADJ UNCH    2 0
 ED0499
 ED0499.Superseded values are not recommended for survey control.
 ED0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0499.See file dsdata.txt to determine how the superseded data were derived.
 ED0499
 ED0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU892235(NAD 83)
 ED0499_MARKER: DB = BENCH MARK DISK
 ED0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0499_STAMPING: C 128 1934 932.731
 ED0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0499+STABILITY: SURFACE MOTION
 ED0499
 ED0499  HISTORY     - Date     Condition        Report By
 ED0499  HISTORY     - 1934     MONUMENTED       CGS
 ED0499  HISTORY     - 1955     GOOD             NGS
 ED0499  HISTORY     - 1975     GOOD             LOCENG
 ED0499  HISTORY     - 1982     GOOD             NGS
 ED0499
 ED0499                          STATION DESCRIPTION
 ED0499
 ED0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 ED0499'4.7 MI S FROM TOCCOA.
 ED0499'ABOUT 4.7 MILES SOUTHWESTERLY AND SOUTHEASTERLY ALONG THE SOUTHERN
 ED0499'RAILWAY FROM THE STATION AT TOCCOA, STEPHENS COUNTY, ABOUT 0.2
 ED0499'MILE NW OF HAYES CROSSING, ABOUT 0.3 MILE NW OF NO. 5 RAILROAD
 ED0499'MILEPOST, IN THE S ANGLE OF A PUBLIC ROAD CROSSING, AT THE NW END
 ED0499'OF A SMALL CUT, 27 FEET SE OF THE CENTER OF THE ROAD, 26.8 FEET
 ED0499'SW OF SW RAIL, 0.7 FOOT LOWER THAN TOP OF SAME, AND ABOUT FLUSH
 ED0499'WITH THE GENERAL LEVEL OF THE GROUND.  NEW REFERENCES-- 23.7 FT
 ED0499'SOUTH BUENA VISTA DR. CROSSING 26.8 FT SOUTH WEST NEAR RAIL 21.0
 ED0499'FT SOUTH OF SOUTHEAST END OF CULVERT 28.3 FT SOUTHEAST BUENA
 ED0499'VISTA DR.  NOTE-- STANDARD DISC IN TOP OF CONCRETE POST 4 INCHES
 ED0499'UNDERGROUND IN PRIVATE DR.
 ED0499
 ED0499                          STATION RECOVERY (1975)
 ED0499
 ED0499'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 ED0499'RECOVERED IN GOOD CONDITION.
 ED0499
 ED0499                          STATION RECOVERY (1982)
 ED0499
 ED0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0499'7.6 KM (4.7 MI) SOUTHWEST AND SOUTHEAST ALONG THE SOUTHERN RAILROAD
 ED0499'FROM THE STATION AT TOCCOA TO THE MARK ON THE RIGHT IN THE SOUTH
 ED0499'ANGLE OF THE CROSSING OF BLUENA VISTA DRIVE AND STATE HIGHWAY 145,
 ED0499'8.01 M (26.3 FT) SOUTHWEST OF THE SOUTHWEST RAIL 20.00 M (65.5 FT)
 ED0499'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 145, 8.84 M (29.0 FT)
 ED0499'SOUTHEAST OF THE CENTERLINE OF BUENA VISTA DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0272 ***********************************************************************
 ED0272  DESIGNATION -  C 129 RESET 1974
 ED0272  PID         -  ED0272
 ED0272  STATE/COUNTY-  GA/ELBERT
 ED0272  USGS QUAD   -  ELBERTON EAST (1981)
 ED0272
 ED0272                         *CURRENT SURVEY CONTROL
 ED0272  ___________________________________________________________________
 ED0272* NAD 83(1986)-  34 05 17.     (N)    082 50 53.     (W)     SCALED    
 ED0272* NAVD 88     -       205.22   (meters)     673.3    (feet)  RESET     
 ED0272  ___________________________________________________________________
 ED0272  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 ED0272
 ED0272  VERT ORDER  -  THIRD
 ED0272
 ED0272.The horizontal coordinates were scaled from a topographic map and have
 ED0272.an estimated accuracy of +/- 6 seconds.
 ED0272
 ED0272.The orthometric height was computed from unverified reset data.
 ED0272.No vertical observational check was made to the station.
 ED0272
 ED0272.The geoid height was determined by GEOID03.
 ED0272
 ED0272;                    North         East    Units  Estimated Accuracy
 ED0272;SPC GA E     -   453,480.      137,120.      MT  (+/- 180 meters Scaled)
 ED0272
 ED0272                          SUPERSEDED SURVEY CONTROL
 ED0272
 ED0272  NGVD 29 (11/20/03)  205.33   (m)          673.7    (f) RESET       3  
 ED0272
 ED0272.Superseded values are not recommended for survey control.
 ED0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0272.See file dsdata.txt to determine how the superseded data were derived.
 ED0272
 ED0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT295734(NAD 83)
 ED0272_MARKER: DB = BENCH MARK DISK
 ED0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0272_STAMPING: C 129 RESET 1974
 ED0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0272+STABILITY: SURFACE MOTION
 ED0272
 ED0272  HISTORY     - Date     Condition        Report By
 ED0272  HISTORY     - 1974     MONUMENTED       GADT
 ED0272  HISTORY     - 1975     GOOD             NGS
 ED0272
 ED0272                          STATION DESCRIPTION
 ED0272
 ED0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ED0272'2.3 MI S FROM ELBERTON.
 ED0272'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE COURTHOUSE AT
 ED0272'ELBERTON, ELBERT COUNTY, 0.15 MILES SOUTH ALONG STATE HIGHWAY 17
 ED0272'FROM THE INTERSECTION OF STATE HIGHWAY 17 AND STATE HIGHWAY 72,
 ED0272'45 FEET SOUTH OF THE INTERSECTION OF COUNTY ROAD (S-1343) AND
 ED0272'STATE HIGHWAY 17, 68 FEET WEST OF THE CENTER LINE OF STATE
 ED0272'HIGHWAY 17, 2 FEET EAST OF WITNESS POST.  SET IN THE TOP OF A
 ED0272'CONCRETE POST.  C 129 1934 WAS DESTROYED AFTER TBMS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0118 ***********************************************************************
 DF0118  DESIGNATION -  C 130
 DF0118  PID         -  DF0118
 DF0118  STATE/COUNTY-  GA/COLUMBIA
 DF0118  USGS QUAD   -  APPLING (1981)
 DF0118
 DF0118                         *CURRENT SURVEY CONTROL
 DF0118  ___________________________________________________________________
 DF0118* NAD 83(1986)-  33 30 21.     (N)    082 18 30.     (W)     SCALED    
 DF0118* NAVD 88     -       125.374  (meters)     411.33   (feet)  ADJUSTED  
 DF0118  ___________________________________________________________________
 DF0118  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DF0118  DYNAMIC HT  -         125.242 (meters)     410.90  (feet)  COMP
 DF0118  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DF0118
 DF0118  VERT ORDER  -  SECOND    CLASS 0
 DF0118
 DF0118.The horizontal coordinates were scaled from a topographic map and have
 DF0118.an estimated accuracy of +/- 6 seconds.
 DF0118
 DF0118.The orthometric height was determined by differential leveling
 DF0118.and adjusted by the National Geodetic Survey in June 1991..
 DF0118
 DF0118.The geoid height was determined by GEOID03.
 DF0118
 DF0118.The dynamic height is computed by dividing the NAVD 88
 DF0118.geopotential number by the normal gravity value computed on the
 DF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0118.degrees latitude (g = 980.6199 gals.).
 DF0118
 DF0118.The modeled gravity was interpolated from observed gravity values.
 DF0118
 DF0118;                    North         East    Units  Estimated Accuracy
 DF0118;SPC GA E     -   388,710.      186,840.      MT  (+/- 180 meters Scaled)
 DF0118
 DF0118                          SUPERSEDED SURVEY CONTROL
 DF0118
 DF0118  NGVD 29 (??/??/92)  125.579  (m)          412.00   (f) ADJ UNCH    2 0
 DF0118
 DF0118.Superseded values are not recommended for survey control.
 DF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0118.See file dsdata.txt to determine how the superseded data were derived.
 DF0118
 DF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT784081(NAD 83)
 DF0118_MARKER: DB = BENCH MARK DISK
 DF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0118_STAMPING: 411.896 C 130 1934
 DF0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0118+STABILITY: SURFACE MOTION
 DF0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF0118+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DF0118
 DF0118  HISTORY     - Date     Condition        Report By
 DF0118  HISTORY     - 1934     MONUMENTED       CGS
 DF0118  HISTORY     - 1960     GOOD             NGS
 DF0118  HISTORY     - 20030108 GOOD             USPSQD
 DF0118
 DF0118                          STATION DESCRIPTION
 DF0118
 DF0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0118'2.8 MI S FROM APPLING.
 DF0118'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE
 DF0118'AT APPLING, THENCE ABOUT 0.85 MILE SOUTH-SOUTHEAST ALONG A GRADED
 DF0118'DIRT ROAD LEADING TO PUMPKIN CENTER, 0.15 MILE NORTH-NORTHWEST
 DF0118'OF A DRIVEWAY LEADING EAST TO A SMALL HOUSE WITH WHITE ASBESTOS
 DF0118'SIDING, 185 YARDS SOUTH-SOUTHEAST OF A 6-FOOT CONCRETE BOX
 DF0118'CULVERT UNDER THE HIGHWAY WHICH IS AT THE END OF A CURVE WITH
 DF0118'TANGENTS EXTENDING SOUTH-SOUTHEAST AND WEST, 27 1/2 FEET
 DF0118'WEST-SOUTHWEST OF THE CENTER LINE OF ROAD, 6 1/2 FEET
 DF0118'WEST-SOUTHWEST OF A WIRE FENCE, 69 1/2 FEET SOUTHEAST OF A POWER
 DF0118'LINE POLE, WEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 11,
 DF0118'7 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST, AND SET IN TOP OF A
 DF0118'CONCRETE POST PROJECTING 3 INCHES.
 DF0118
 DF0118                          STATION RECOVERY (2003)
 DF0118
 DF0118'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF0118'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE
 DF0118'AT APPLING, THENCE ABOUT 0.85 MILE SOUTH-SOUTHEAST ALONG LONGERAN
 DF0118'HULME ROAD LEADING TO PUMPKIN CENTER, 0.15 MILE NORTH-NORTHWEST
 DF0118'OF A DRIVEWAY LEADING EAST TO A BRICKHOUSE AT 1863, 185 YARDS
 DF0118'SOUTH-SOUTHEAST OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY
 DF0118'WHICH IS AT THE END OF A CURVE WITH TANGENTS EXTENDING SOUTH-SOUTHEAST
 DF0118'AND WEST, 27 1/2 FEET WEST-SOUTHWEST OF THE CENTER LINE OF ROAD, 6 1/2
 DF0118'FEET WEST-SOUTHWEST OF A WIRE FENCE, 71 FEET SOUTH OF A POWER
 DF0118'LINE POLE, 7 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST, AND SET IN
 DF0118'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DF0118' 
 DF0118' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0411 ***********************************************************************
 DF0411  DESIGNATION -  C 131
 DF0411  PID         -  DF0411
 DF0411  STATE/COUNTY-  GA/WILKES
 DF0411  USGS QUAD   -  AONIA (1981)
 DF0411
 DF0411                         *CURRENT SURVEY CONTROL
 DF0411  ___________________________________________________________________
 DF0411* NAD 83(1986)-  33 43 26.     (N)    082 34 57.     (W)     SCALED    
 DF0411* NAVD 88     -       170.492  (meters)     559.36   (feet)  ADJUSTED  
 DF0411  ___________________________________________________________________
 DF0411  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF0411  DYNAMIC HT  -         170.315 (meters)     558.78  (feet)  COMP
 DF0411  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DF0411
 DF0411  VERT ORDER  -  SECOND    CLASS 0
 DF0411
 DF0411.The horizontal coordinates were scaled from a topographic map and have
 DF0411.an estimated accuracy of +/- 6 seconds.
 DF0411
 DF0411.The orthometric height was determined by differential leveling
 DF0411.and adjusted by the National Geodetic Survey in June 1991..
 DF0411
 DF0411.The geoid height was determined by GEOID03.
 DF0411
 DF0411.The dynamic height is computed by dividing the NAVD 88
 DF0411.geopotential number by the normal gravity value computed on the
 DF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0411.degrees latitude (g = 980.6199 gals.).
 DF0411
 DF0411.The modeled gravity was interpolated from observed gravity values.
 DF0411
 DF0411;                    North         East    Units  Estimated Accuracy
 DF0411;SPC GA E     -   412,960.      161,460.      MT  (+/- 180 meters Scaled)
 DF0411
 DF0411                          SUPERSEDED SURVEY CONTROL
 DF0411
 DF0411  NGVD 29 (??/??/92)  170.643  (m)          559.85   (f) ADJ UNCH    2 0
 DF0411
 DF0411.Superseded values are not recommended for survey control.
 DF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0411.See file dsdata.txt to determine how the superseded data were derived.
 DF0411
 DF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT533326(NAD 83)
 DF0411_MARKER: DB = BENCH MARK DISK
 DF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0411_STAMPING: 559.851 C 131 1934
 DF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0411+STABILITY: SURFACE MOTION
 DF0411
 DF0411  HISTORY     - Date     Condition        Report By
 DF0411  HISTORY     - 1934     MONUMENTED       CGS
 DF0411  HISTORY     - 1960     GOOD             NGS
 DF0411  HISTORY     - 1976     GOOD             NGS
 DF0411
 DF0411                          STATION DESCRIPTION
 DF0411
 DF0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DF0411'8.5 MI SW FROM LINCOLNTON.
 DF0411'ABOUT 8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 378 FROM THE
 DF0411'PRESBYTERIAN CHURCH AT LINCOLNTON, AT THE JUNCTION OF A NARROW
 DF0411'PRIVATE ROAD LEADING SOUTHEAST, 45 FEET SOUTH OF THE CENTER LINE
 DF0411'OF THE HIGHWAY, 60 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 DF0411'112 FEET EAST OF THE FIRST TELEPHONE POLE WEST OF THE JUNCTION, 2
 DF0411'FEET NORTH OF THE LINE OF TELEPHONE POLES TO THE WEST,
 DF0411'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF
 DF0411'A CONCRETE POST PROJECTING 5 INCHES.
 DF0411
 DF0411                          STATION RECOVERY (1976)
 DF0411
 DF0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0247 ***********************************************************************
 DF0247  DESIGNATION -  C 132
 DF0247  PID         -  DF0247
 DF0247  STATE/COUNTY-  GA/JEFFERSON
 DF0247  USGS QUAD   -  MATTHEWS (1950)
 DF0247
 DF0247                         *CURRENT SURVEY CONTROL
 DF0247  ___________________________________________________________________
 DF0247* NAD 83(1986)-  33 12 38.     (N)    082 20 20.     (W)     SCALED    
 DF0247* NAVD 88     -       118.060  (meters)     387.34   (feet)  ADJUSTED  
 DF0247  ___________________________________________________________________
 DF0247  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DF0247  DYNAMIC HT  -         117.931 (meters)     386.91  (feet)  COMP
 DF0247  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 DF0247
 DF0247  VERT ORDER  -  SECOND    CLASS 0
 DF0247
 DF0247.The horizontal coordinates were scaled from a topographic map and have
 DF0247.an estimated accuracy of +/- 6 seconds.
 DF0247
 DF0247.The orthometric height was determined by differential leveling
 DF0247.and adjusted by the National Geodetic Survey in June 1991..
 DF0247
 DF0247.The geoid height was determined by GEOID03.
 DF0247
 DF0247.The dynamic height is computed by dividing the NAVD 88
 DF0247.geopotential number by the normal gravity value computed on the
 DF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0247.degrees latitude (g = 980.6199 gals.).
 DF0247
 DF0247.The modeled gravity was interpolated from observed gravity values.
 DF0247
 DF0247;                    North         East    Units  Estimated Accuracy
 DF0247;SPC GA E     -   355,960.      183,950.      MT  (+/- 180 meters Scaled)
 DF0247
 DF0247                          SUPERSEDED SURVEY CONTROL
 DF0247
 DF0247  NGVD 29 (??/??/92)  118.244  (m)          387.94   (f) ADJ UNCH    2 0
 DF0247
 DF0247.Superseded values are not recommended for survey control.
 DF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0247.See file dsdata.txt to determine how the superseded data were derived.
 DF0247
 DF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS752754(NAD 83)
 DF0247_MARKER: DB = BENCH MARK DISK
 DF0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0247_STAMPING: C 132 1934
 DF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0247+STABILITY: SURFACE MOTION
 DF0247
 DF0247  HISTORY     - Date     Condition        Report By
 DF0247  HISTORY     - 1934     MONUMENTED       CGS
 DF0247  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0247
 DF0247                          STATION DESCRIPTION
 DF0247
 DF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0247'1.8 MI W FROM MATTHEWS.
 DF0247'THE RAILROAD IS NOW REMOVED A LONG TIME AND NO. 88 GEORGIA HIGHWAY
 DF0247'OCCUPIES THE OLD ROADBED.  THERE IS VERY FAINT EVIDENCE OF THERE
 DF0247'HAVING BEEN A CROSSING AT THE GIVEN DISTANCE FROM MATTHEWS, AND A
 DF0247'NEARBY RESIDENT WAS CONFIDENT OF A CROSSING HAVING BEEN THERE.
 DF0247'THE DESCRIBED LOCATION IS WITHIN THE ROAD-SHOULDER CONSTRUCTION
 DF0247'LINES OF THE PRESENT PAVED HIGHWAY.  NO EVIDENCE OF THE MARK WAS
 DF0247'FOUND.  1.8 MILES WEST ALONG THE GEORGIA AND FLORIDA RAILROAD FROM
 DF0247'THE STATION AT MATTHEWS, JEFFERSON COUNTY, 16 FEET WEST OF THE CENTER
 DF0247'OF A ROAD CROSSING, AND 11.2 FEET NORTH OF THE NORTH RAIL.  A
 DF0247'STANDARD DISK, STAMPED C 132 1934 AND SET IN THE TOP OF A CONCRETE
 DF0247'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0276 ***********************************************************************
 DF0276  DESIGNATION -  C 133
 DF0276  PID         -  DF0276
 DF0276  STATE/COUNTY-  GA/BURKE
 DF0276  USGS QUAD   -  GOUGH (1950)
 DF0276
 DF0276                         *CURRENT SURVEY CONTROL
 DF0276  ___________________________________________________________________
 DF0276* NAD 83(1986)-  33 00 25.     (N)    082 14 44.     (W)     SCALED    
 DF0276* NAVD 88     -       102.801  (meters)     337.27   (feet)  ADJUSTED  
 DF0276  ___________________________________________________________________
 DF0276  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DF0276  DYNAMIC HT  -         102.688 (meters)     336.90  (feet)  COMP
 DF0276  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DF0276
 DF0276  VERT ORDER  -  SECOND    CLASS 0
 DF0276
 DF0276.The horizontal coordinates were scaled from a topographic map and have
 DF0276.an estimated accuracy of +/- 6 seconds.
 DF0276
 DF0276.The orthometric height was determined by differential leveling
 DF0276.and adjusted by the National Geodetic Survey in June 1991..
 DF0276
 DF0276.The geoid height was determined by GEOID03.
 DF0276
 DF0276.The dynamic height is computed by dividing the NAVD 88
 DF0276.geopotential number by the normal gravity value computed on the
 DF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0276.degrees latitude (g = 980.6199 gals.).
 DF0276
 DF0276.The modeled gravity was interpolated from observed gravity values.
 DF0276
 DF0276;                    North         East    Units  Estimated Accuracy
 DF0276;SPC GA E     -   333,370.      192,630.      MT  (+/- 180 meters Scaled)
 DF0276
 DF0276                          SUPERSEDED SURVEY CONTROL
 DF0276
 DF0276  NGVD 29 (??/??/92)  102.992  (m)          337.90   (f) ADJ UNCH    2 0
 DF0276
 DF0276.Superseded values are not recommended for survey control.
 DF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0276.See file dsdata.txt to determine how the superseded data were derived.
 DF0276
 DF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS836527(NAD 83)
 DF0276_MARKER: DD = SURVEY DISK
 DF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0276_STAMPING: C 133 1934
 DF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0276+STABILITY: SURFACE MOTION
 DF0276
 DF0276  HISTORY     - Date     Condition        Report By
 DF0276  HISTORY     - 1934     MONUMENTED       CGS
 DF0276  HISTORY     - 1934     GOOD             NGS
 DF0276  HISTORY     - 1955     MARK NOT FOUND   NGS
 DF0276  HISTORY     - 1979     MARK NOT FOUND   NGS
 DF0276
 DF0276                          STATION DESCRIPTION
 DF0276
 DF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DF0276'2.2 MI S FROM VIDETTE.
 DF0276'C-133 IS LOCATED 2.2 MILES SOUTH OF THE GEORGIA AND FLORIDA
 DF0276'RAILROAD DEPOT AT VIDETTE, 2 MILES NORTH OF SMALL TOWN OF ROSIER,
 DF0276'14 FEET SOUTH OF CENTERLINE OF ROAD AT POINT WHERE IT CROSSES
 DF0276'TRACK, 13.3 FEET WEST OF WEST RAIL OF TRACK.  STANDARD TABLET SET
 DF0276'IN TOP OF CONCRETE POST 4 INCHES HIGH.
 DF0276'THIS MARK IS ABOUT 0.3 OF A MILE NORTH OF PLACE WHERE ROAD AND
 DF0276'RAILROAD JOINS AND RUNS PARALLEL WITH EACH OTHER.
 DF0276
 DF0276                          STATION RECOVERY (1955)
 DF0276
 DF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DF0276'MARK NOT FOUND.
 DF0276
 DF0276                          STATION RECOVERY (1979)
 DF0276
 DF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1028 ***********************************************************************
 CK1028  DESIGNATION -  C 134
 CK1028  PID         -  CK1028
 CK1028  STATE/COUNTY-  GA/SCREVEN
 CK1028  USGS QUAD   -  SYLVANIA NORTH (1978)
 CK1028
 CK1028                         *CURRENT SURVEY CONTROL
 CK1028  ___________________________________________________________________
 CK1028* NAD 83(1986)-  32 48 11.     (N)    081 40 55.     (W)     SCALED    
 CK1028* NAVD 88     -        46.050  (meters)     151.08   (feet)  ADJUSTED  
 CK1028  ___________________________________________________________________
 CK1028  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 CK1028  DYNAMIC HT  -          45.999 (meters)     150.92  (feet)  COMP
 CK1028  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 CK1028
 CK1028  VERT ORDER  -  SECOND    CLASS 0
 CK1028
 CK1028.The horizontal coordinates were scaled from a topographic map and have
 CK1028.an estimated accuracy of +/- 6 seconds.
 CK1028
 CK1028.The orthometric height was determined by differential leveling
 CK1028.and adjusted by the National Geodetic Survey in June 1991..
 CK1028
 CK1028.The geoid height was determined by GEOID03.
 CK1028
 CK1028.The dynamic height is computed by dividing the NAVD 88
 CK1028.geopotential number by the normal gravity value computed on the
 CK1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1028.degrees latitude (g = 980.6199 gals.).
 CK1028
 CK1028.The modeled gravity was interpolated from observed gravity values.
 CK1028
 CK1028;                    North         East    Units  Estimated Accuracy
 CK1028;SPC GA E     -   310,870.      245,400.      MT  (+/- 180 meters Scaled)
 CK1028
 CK1028                          SUPERSEDED SURVEY CONTROL
 CK1028
 CK1028  NGVD 29 (??/??/92)   46.290  (m)          151.87   (f) ADJ UNCH    2 0
 CK1028
 CK1028.Superseded values are not recommended for survey control.
 CK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1028.See file dsdata.txt to determine how the superseded data were derived.
 CK1028
 CK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS361296(NAD 83)
 CK1028_MARKER: DB = BENCH MARK DISK
 CK1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1028_STAMPING: C 134 1934 151.870
 CK1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1028+STABILITY: SURFACE MOTION
 CK1028
 CK1028  HISTORY     - Date     Condition        Report By
 CK1028  HISTORY     - 1934     MONUMENTED       CGS
 CK1028  HISTORY     - 1955     GOOD             NGS
 CK1028
 CK1028                          STATION DESCRIPTION
 CK1028
 CK1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1028'4.6 MI NW FROM SYLVANIA.
 CK1028'ABOUT 4.6 MILES NORTHWESTERLY ALONG THE SAVANNAH AND ATLANTA
 CK1028'RAILWAY FROM THE STATION AT SYLVANIA, SCREVEN COUNTY, ABOUT 100
 CK1028'YARDS N OF A COUNTY ROAD CROSSING, 134.5 FEET N OF A POWER POLE,
 CK1028'48.0 FEET W OF W RAIL OF THE MAIN LINE, AND 4.5 FEET LOWER THAN
 CK1028'THE TOP OF SAME.  A STANDARD DISK IS STAMPED C 134 1934 151.870
 CK1028'AND SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1034 ***********************************************************************
 CK1034  DESIGNATION -  C 136
 CK1034  PID         -  CK1034
 CK1034  STATE/COUNTY-  GA/SCREVEN
 CK1034  USGS QUAD   -  BURTONS FERRY LANDING (1978)
 CK1034
 CK1034                         *CURRENT SURVEY CONTROL
 CK1034  ___________________________________________________________________
 CK1034* NAD 83(1986)-  32 54 02.     (N)    081 34 44.     (W)     SCALED    
 CK1034* NAVD 88     -        34.147  (meters)     112.03   (feet)  ADJUSTED  
 CK1034  ___________________________________________________________________
 CK1034  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 CK1034  DYNAMIC HT  -          34.110 (meters)     111.91  (feet)  COMP
 CK1034  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 CK1034
 CK1034  VERT ORDER  -  SECOND    CLASS 0
 CK1034
 CK1034.The horizontal coordinates were scaled from a topographic map and have
 CK1034.an estimated accuracy of +/- 6 seconds.
 CK1034
 CK1034.The orthometric height was determined by differential leveling
 CK1034.and adjusted by the National Geodetic Survey in June 1991..
 CK1034
 CK1034.The geoid height was determined by GEOID03.
 CK1034
 CK1034.The dynamic height is computed by dividing the NAVD 88
 CK1034.geopotential number by the normal gravity value computed on the
 CK1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1034.degrees latitude (g = 980.6199 gals.).
 CK1034
 CK1034.The modeled gravity was interpolated from observed gravity values.
 CK1034
 CK1034;                    North         East    Units  Estimated Accuracy
 CK1034;SPC GA E     -   321,730.      254,990.      MT  (+/- 180 meters Scaled)
 CK1034
 CK1034                          SUPERSEDED SURVEY CONTROL
 CK1034
 CK1034  NGVD 29 (??/??/92)   34.400  (m)          112.86   (f) ADJ UNCH    2 0
 CK1034
 CK1034.Superseded values are not recommended for survey control.
 CK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1034.See file dsdata.txt to determine how the superseded data were derived.
 CK1034
 CK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS458404(NAD 83)
 CK1034_MARKER: DB = BENCH MARK DISK
 CK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1034_STAMPING: C 136 1934
 CK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1034+STABILITY: SURFACE MOTION
 CK1034
 CK1034  HISTORY     - Date     Condition        Report By
 CK1034  HISTORY     - 1934     MONUMENTED       CGS
 CK1034  HISTORY     - 1955     MARK NOT FOUND   NGS
 CK1034
 CK1034                          STATION DESCRIPTION
 CK1034
 CK1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK1034'13.1 MI NE FROM SYLVANIA.
 CK1034'13.1 MILES NORTHEAST ALONG STATE HIGHWAY 24 AND 73 FROM THE
 CK1034'COURTHOUSE AT SYLVANIA, SCREVEN COUNTY, 5.4 MILES SOUTHWEST OF
 CK1034'BURTONS FERRY, 0.8 MILE NORTH OF HARMONY BUILDING, 32 FEET
 CK1034'SOUTHWEST OF THE CENTERLINE OF A SMALL CROSS ROAD, AND 62 FEET
 CK1034'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CK1034'STAMPED C 136 1934 AND SET IN THE TOP OF A CONCRETE POST
 CK1034'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0581 ***********************************************************************
 CL0581  DESIGNATION -  C 137
 CL0581  PID         -  CL0581
 CL0581  STATE/COUNTY-  GA/LAURENS
 CL0581  USGS QUAD   -  DUDLEY (1974)
 CL0581
 CL0581                         *CURRENT SURVEY CONTROL
 CL0581  ___________________________________________________________________
 CL0581* NAD 83(1986)-  32 32 45.     (N)    083 06 19.     (W)     SCALED    
 CL0581* NAVD 88     -       108.597  (meters)     356.29   (feet)  ADJUSTED  
 CL0581  ___________________________________________________________________
 CL0581  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CL0581  DYNAMIC HT  -         108.474 (meters)     355.89  (feet)  COMP
 CL0581  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CL0581
 CL0581  VERT ORDER  -  FIRST     CLASS II
 CL0581
 CL0581.The horizontal coordinates were scaled from a topographic map and have
 CL0581.an estimated accuracy of +/- 6 seconds.
 CL0581
 CL0581.The orthometric height was determined by differential leveling
 CL0581.and adjusted by the National Geodetic Survey in June 1991..
 CL0581
 CL0581.The geoid height was determined by GEOID03.
 CL0581
 CL0581.The dynamic height is computed by dividing the NAVD 88
 CL0581.geopotential number by the normal gravity value computed on the
 CL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0581.degrees latitude (g = 980.6199 gals.).
 CL0581
 CL0581.The modeled gravity was interpolated from observed gravity values.
 CL0581
 CL0581;                    North         East    Units  Estimated Accuracy
 CL0581;SPC GA E     -   282,630.      111,840.      MT  (+/- 180 meters Scaled)
 CL0581
 CL0581                          SUPERSEDED SURVEY CONTROL
 CL0581
 CL0581  NGVD 29 (??/??/92)  108.741  (m)          356.76   (f) ADJ UNCH    1 2
 CL0581
 CL0581.Superseded values are not recommended for survey control.
 CL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0581.See file dsdata.txt to determine how the superseded data were derived.
 CL0581
 CL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS023028(NAD 83)
 CL0581_MARKER: DB = BENCH MARK DISK
 CL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0581_STAMPING: C 137 1934
 CL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0581+STABILITY: SURFACE MOTION
 CL0581
 CL0581  HISTORY     - Date     Condition        Report By
 CL0581  HISTORY     - 1934     MONUMENTED       CGS
 CL0581  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL0581
 CL0581                          STATION DESCRIPTION
 CL0581
 CL0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0581'1.8 MI W FROM DUDLEY.
 CL0581'3.1 MILES EAST-SOUTHEAST ALONG THE MACON, DUBLIN AND SAVANNAH
 CL0581'RAILROAD FROM THE STATION AT MONTROSE, LAURENS COUNTY, 1.8 MILES
 CL0581'WEST OF THE STATION AT DUDLEY, 8-1/2 POLES WEST OF THE CROSSING OF
 CL0581'U.S. HIGHWAY 80, AT THE WEST END OF A CUT, 57 FEET WEST OF POLE
 CL0581'1307, AT A PRIVATE-ROAD CROSSING, 27 FEET EAST OF THE CENTERLINE
 CL0581'OF THE ROAD, 19 FEET NORTH OF THE NORTH RAIL, AND 11 FEET SOUTH
 CL0581'OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 137 1934 AND SET
 CL0581'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0431 ***********************************************************************
 BR0431  DESIGNATION -  C 138
 BR0431  PID         -  BR0431
 BR0431  STATE/COUNTY-  GA/LIBERTY
 BR0431  USGS QUAD   -  RICEBORO (1980)
 BR0431
 BR0431                         *CURRENT SURVEY CONTROL
 BR0431  ___________________________________________________________________
 BR0431* NAD 83(1986)-  31 40 21.     (N)    081 27 44.     (W)     SCALED    
 BR0431* NAVD 88     -         4.109  (meters)      13.48   (feet)  ADJUSTED  
 BR0431  ___________________________________________________________________
 BR0431  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 BR0431  DYNAMIC HT  -           4.104 (meters)      13.46  (feet)  COMP
 BR0431  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BR0431
 BR0431  VERT ORDER  -  FIRST     CLASS II
 BR0431
 BR0431.The horizontal coordinates were scaled from a topographic map and have
 BR0431.an estimated accuracy of +/- 6 seconds.
 BR0431
 BR0431.The orthometric height was determined by differential leveling
 BR0431.and adjusted by the National Geodetic Survey in June 1991..
 BR0431
 BR0431.The geoid height was determined by GEOID03.
 BR0431
 BR0431.The dynamic height is computed by dividing the NAVD 88
 BR0431.geopotential number by the normal gravity value computed on the
 BR0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0431.degrees latitude (g = 980.6199 gals.).
 BR0431
 BR0431.The modeled gravity was interpolated from observed gravity values.
 BR0431
 BR0431;                    North         East    Units  Estimated Accuracy
 BR0431;SPC GA E     -   185,620.      266,800.      MT  (+/- 180 meters Scaled)
 BR0431
 BR0431                          SUPERSEDED SURVEY CONTROL
 BR0431
 BR0431  NGVD 29 (??/??/92)    4.402  (m)           14.44   (f) ADJ UNCH    1 2
 BR0431
 BR0431.Superseded values are not recommended for survey control.
 BR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0431.See file dsdata.txt to determine how the superseded data were derived.
 BR0431
 BR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR561042(NAD 83)
 BR0431_MARKER: DB = BENCH MARK DISK
 BR0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0431_SP_SET: BRIDGE SEAT
 BR0431_STAMPING: C 138 1956
 BR0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0431
 BR0431  HISTORY     - Date     Condition        Report By
 BR0431  HISTORY     - 1956     MONUMENTED       CGS
 BR0431
 BR0431                          STATION DESCRIPTION
 BR0431
 BR0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0431'3 MI N FROM JONES.
 BR0431'ABOUT 2.95 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 BR0431'THE CROSSING OF STATE HIGHWAY 131 AT JONES, ABOUT 0.2 MILE SOUTH OF
 BR0431'MILE POST 534, ABOUT 0.6 MILE NORTH OF CROSSING OF LE COUNT ROAD.
 BR0431'IN THE TOP OF WEST END OF BRIDGE SEAT OF THE NORTH CONCRETE ABUTMENT
 BR0431'OF A 400 FOOT RAILROAD BRIDGE OVER A LARGE SWAMP STREAM, 6 1/2 FEET
 BR0431'WEST RAIL AND 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0401 ***********************************************************************
 BR0401  DESIGNATION -  C 139
 BR0401  PID         -  BR0401
 BR0401  STATE/COUNTY-  GA/LIBERTY
 BR0401  USGS QUAD   -  RICEBORO (1980)
 BR0401
 BR0401                         *CURRENT SURVEY CONTROL
 BR0401  ___________________________________________________________________
 BR0401* NAD 83(1986)-  31 38 43.     (N)    081 23 36.     (W)     SCALED    
 BR0401* NAVD 88     -         3.791  (meters)      12.44   (feet)  ADJUSTED  
 BR0401  ___________________________________________________________________
 BR0401  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 BR0401  DYNAMIC HT  -           3.786 (meters)      12.42  (feet)  COMP
 BR0401  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BR0401
 BR0401  VERT ORDER  -  FIRST     CLASS I
 BR0401
 BR0401.The horizontal coordinates were scaled from a topographic map and have
 BR0401.an estimated accuracy of +/- 6 seconds.
 BR0401
 BR0401.The orthometric height was determined by differential leveling
 BR0401.and adjusted by the National Geodetic Survey in June 1991..
 BR0401
 BR0401.The geoid height was determined by GEOID03.
 BR0401
 BR0401.The dynamic height is computed by dividing the NAVD 88
 BR0401.geopotential number by the normal gravity value computed on the
 BR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0401.degrees latitude (g = 980.6199 gals.).
 BR0401
 BR0401.The modeled gravity was interpolated from observed gravity values.
 BR0401
 BR0401;                    North         East    Units  Estimated Accuracy
 BR0401;SPC GA E     -   182,650.      273,350.      MT  (+/- 180 meters Scaled)
 BR0401
 BR0401                          SUPERSEDED SURVEY CONTROL
 BR0401
 BR0401  NGVD 29 (09/01/92)    4.084  (m)           13.40   (f) ADJUSTED    1 1
 BR0401
 BR0401.Superseded values are not recommended for survey control.
 BR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0401.See file dsdata.txt to determine how the superseded data were derived.
 BR0401
 BR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR627011(NAD 83)
 BR0401_MARKER: DB = BENCH MARK DISK
 BR0401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BR0401_SP_SET: ABUTMENT
 BR0401_STAMPING: C 139 1956
 BR0401_MARK LOGO: CGS   
 BR0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BR0401+STABILITY: POSITION/ELEVATION WELL
 BR0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0401+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 BR0401
 BR0401  HISTORY     - Date     Condition        Report By
 BR0401  HISTORY     - 1956     MONUMENTED       CGS
 BR0401  HISTORY     - 1975     GOOD             NGS
 BR0401  HISTORY     - 19910314 GOOD             NGS
 BR0401
 BR0401                          STATION DESCRIPTION
 BR0401
 BR0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0401'6.8 MI SE FROM RICEBORO.
 BR0401'6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE OVERPASS OVER
 BR0401'THE SEABOARD COAST LINE RAILROAD AT RICEBORO, 0.55 MILE NORTH OF
 BR0401'THE JUNCTION OF STATE HIGHWAY 131 EAST AT THE VILLAGE OF SOUTH
 BR0401'NEWPORT, AT THE LIBERTY-MCINTOSH COUNTY LINE, IN THE TOP OF THE
 BR0401'EAST END OF THE NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 BR0401'THE SOUTH NEWPORT RIVER, 19.3 FEET EAST OF THE CENTER LINE OF THE
 BR0401'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BR0401
 BR0401                          STATION RECOVERY (1991)
 BR0401
 BR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0401'11.4 KM (7.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST
 BR0401'OFFICE IN RICEBORO, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END
 BR0401'OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING SOUTH
 BR0401'NEWPORT RIVER, AND 5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 BR0401'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6175 ***********************************************************************
 CK6175  DESIGNATION -  C 14
 CK6175  PID         -  CK6175
 CK6175  STATE/COUNTY-  GA/CHATHAM
 CK6175  USGS QUAD   -  MELDRIM SE (1976)
 CK6175
 CK6175                         *CURRENT SURVEY CONTROL
 CK6175  ___________________________________________________________________
 CK6175* NAD 83(1994)-  32 01 31.82835(N)    081 16 01.47707(W)     ADJUSTED  
 CK6175* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 CK6175  ___________________________________________________________________
 CK6175  X           -     821,778.994 (meters)                     COMP
 CK6175  Y           -  -5,349,788.420 (meters)                     COMP
 CK6175  Z           -   3,362,816.159 (meters)                     COMP
 CK6175  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CK6175  ELLIP HEIGHT-         -25.72  (meters)          (09/03/97) GPS OBS
 CK6175  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 CK6175
 CK6175  HORZ ORDER  -  SECOND
 CK6175  ELLP ORDER  -  FOURTH    CLASS II
 CK6175
 CK6175.The horizontal coordinates were established by GPS observations
 CK6175.and adjusted by the National Geodetic Survey in September 1997..
 CK6175
 CK6175.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6175
 CK6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6175
 CK6175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6175
 CK6175.The ellipsoidal height was determined by GPS observations
 CK6175.and is referenced to NAD 83.
 CK6175
 CK6175.The geoid height was determined by GEOID03.
 CK6175
 CK6175;                    North         East     Units Scale Factor Converg.
 CK6175;SPC GA E     -   224,898.843   284,974.557   MT  0.99998902   +0 28 37.5
 CK6175;SPC GA E     -   737,855.62    934,954.03   sFT  0.99998902   +0 28 37.5
 CK6175;UTM  17      - 3,543,294.225   474,780.100   MT  0.99960784   -0 08 29.9
 CK6175
 CK6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6175!SPC GA E     -   1.00000404  x   0.99998902  =   0.99999306
 CK6175!UTM  17      -   1.00000404  x   0.99960784  =   0.99961188
 CK6175
 CK6175                          SUPERSEDED SURVEY CONTROL
 CK6175
 CK6175  NAD 83(1986)-  32 01 31.84100(N)    081 16 01.48971(W) AD(       ) 2
 CK6175  NGVD 29 (03/03/92)    5.5    (m)           18.     (f) GPS OBS        
 CK6175
 CK6175.Superseded values are not recommended for survey control.
 CK6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6175.See file dsdata.txt to determine how the superseded data were derived.
 CK6175
 CK6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7478043294(NAD 83)
 CK6175_MARKER: DD = SURVEY DISK
 CK6175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6175_SP_SET: CONCRETE POST
 CK6175_STAMPING: C 14 MARCH 1990
 CK6175_MARK LOGO: GA4910
 CK6175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6175+STABILITY: SURFACE MOTION
 CK6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6175+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6175
 CK6175  HISTORY     - Date     Condition        Report By
 CK6175  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6175
 CK6175                          STATION DESCRIPTION
 CK6175
 CK6175'DESCRIBED BY GEONEX 1990
 CK6175'STATION IS LOCATED ALONG LITTLE NECK ROAD APPROXIMATELY 6.3 MI
 CK6175'(10.14 KM) NORTH- NORTHEAST FROM RICHMOND HILL, 7.6 MI (12.23 KM)
 CK6175'SOUTH-SOUTHEAST FROM BLOOMINGDALE, 6.3 MI (10.14 KM) SOUTH FROM POOLER
 CK6175', AND 10.7 MI (17.22 KM) WEST-SOUTHWEST FROM SAVANNAH.
 CK6175'TO REACH STATION C 14 FROM THE INTERSECTION OF U.S. HIGHWAY 17
 CK6175'(ATLANTIC COAST HIGHWAY) AND STATE HIGHWAY 204 (ABERCORN STREET
 CK6175'EXTENSION), GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR 0.3 MI
 CK6175'(0.48 KM) TO THE INTERSECTION WITH LITTLE NECK ROAD ON THE LEFT.
 CK6175'TURN LEFT AND GO NORTHWESTERLY ALONG LITTLE NECK ROAD FOR 2.0 MI
 CK6175'(3.22 KM) TO THE STATION ON THE RIGHT
 CK6175'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6175'STAMPED ---C 14  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6175'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6175'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6175'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6175'LOCATED 0.2 MI (0.32 KM) SOUTHEASTERLY FROM THE INTERSECTION OF
 CK6175'INTERSTATE HIGHWAY 95 AND LITTLE NECK ROAD, 47 FT (14.33 M) NORTHEAST
 CK6175'FROM THE CENTERLINE OF LITTLE NECK ROAD, 2.3 FT (0.70 M) SOUTHWEST
 CK6175'FROM A FENCE LINE, 143 DEGREES AZIMUTH, 102.7 FT (31.30 M) FROM A PK
 CK6175'NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE, 329 DEGREES
 CK6175'AZIMUTH, 200.5 FT (61.11 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6175'SIDE OF A POWER POLE, 83 DEGREES AZIMUTH, 98.2 FT (29.93 M) FROM A PK
 CK6175'NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE LOCATED ON THE
 CK6175'SOUTHWEST SIDE OF LITTLE NECK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0560 ***********************************************************************
 BS0560  DESIGNATION -  C 140
 BS0560  PID         -  BS0560
 BS0560  STATE/COUNTY-  GA/ATKINSON
 BS0560  USGS QUAD   -  KIRKLAND (1987)
 BS0560
 BS0560                         *CURRENT SURVEY CONTROL
 BS0560  ___________________________________________________________________
 BS0560* NAD 83(1986)-  31 19 00.     (N)    082 57 13.     (W)     SCALED    
 BS0560* NAVD 88     -        66.936  (meters)     219.61   (feet)  ADJUSTED  
 BS0560  ___________________________________________________________________
 BS0560  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS0560  DYNAMIC HT  -          66.856 (meters)     219.34  (feet)  COMP
 BS0560  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BS0560
 BS0560  VERT ORDER  -  FIRST     CLASS I
 BS0560
 BS0560.The horizontal coordinates were scaled from a topographic map and have
 BS0560.an estimated accuracy of +/- 6 seconds.
 BS0560
 BS0560.The orthometric height was determined by differential leveling
 BS0560.and adjusted by the National Geodetic Survey in June 1991..
 BS0560
 BS0560.The geoid height was determined by GEOID03.
 BS0560
 BS0560.The dynamic height is computed by dividing the NAVD 88
 BS0560.geopotential number by the normal gravity value computed on the
 BS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0560.degrees latitude (g = 980.6199 gals.).
 BS0560
 BS0560.The modeled gravity was interpolated from observed gravity values.
 BS0560
 BS0560;                    North         East    Units  Estimated Accuracy
 BS0560;SPC GA E     -   146,220.      125,100.      MT  (+/- 180 meters Scaled)
 BS0560
 BS0560                          SUPERSEDED SURVEY CONTROL
 BS0560
 BS0560  NGVD 29 (??/??/92)   67.170  (m)          220.37   (f) ADJ UNCH    1 1
 BS0560
 BS0560.Superseded values are not recommended for survey control.
 BS0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0560.See file dsdata.txt to determine how the superseded data were derived.
 BS0560
 BS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ140663(NAD 83)
 BS0560_MARKER: DB = BENCH MARK DISK
 BS0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0560_STAMPING: C 140 1956
 BS0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0560+STABILITY: SURFACE MOTION
 BS0560
 BS0560  HISTORY     - Date     Condition        Report By
 BS0560  HISTORY     - 1956     MONUMENTED       CGS
 BS0560  HISTORY     - 1974     GOOD             NGS
 BS0560
 BS0560                          STATION DESCRIPTION
 BS0560
 BS0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BS0560'2.6 MI W FROM KIRKLAND.
 BS0560'ABOUT 2.65 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0560'FROM STATION SIGN AND ROAD CROSSING AT KIRKLAND, ABOUT 135 YARDS
 BS0560'WEST OF MILE POST P 624, ABOUT 53 YARDS NORTH OF THE TRACK, ALONG
 BS0560'U.S. HIGHWAY 82, 79 FEET NORTH OF CENTER LINE OF HIGHWAY, 61 FEET
 BS0560'NORTHWEST OF WEST END OF A 20-INCH PIPE CULVERT UNDER A BLACK TOP
 BS0560'ROAD NORTH, 70 1/2 FEET WEST OF CENTER LINE OF BLACK TOP ROAD
 BS0560'NORTH, 41 FEET WEST OF A POWER POLE, 35 FEET WEST OF A FENCE
 BS0560'CORNER, 1 1/2 FEET EAST OF A HIGHWAY R/W MARKER POST, 1 1/2 FEET
 BS0560'SOUTH OF A FENCE LINE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 BS0560'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BS0560
 BS0560                          STATION RECOVERY (1974)
 BS0560
 BS0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1755 ***********************************************************************
 BS1755  DESIGNATION -  C 140 RESET
 BS1755  PID         -  BS1755
 BS1755  STATE/COUNTY-  GA/ATKINSON
 BS1755  USGS QUAD   -  KIRKLAND (1987)
 BS1755
 BS1755                         *CURRENT SURVEY CONTROL
 BS1755  ___________________________________________________________________
 BS1755* NAD 83(1986)-  31 19 00.     (N)    082 57 13.     (W)     SCALED    
 BS1755* NAVD 88     -        66.77   (meters)     219.1    (feet)  RESET     
 BS1755  ___________________________________________________________________
 BS1755  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS1755
 BS1755  VERT ORDER  -  THIRD
 BS1755
 BS1755.The horizontal coordinates were scaled from a topographic map and have
 BS1755.an estimated accuracy of +/- 6 seconds.
 BS1755
 BS1755.The orthometric height was computed from unverified reset data.
 BS1755
 BS1755.The geoid height was determined by GEOID03.
 BS1755
 BS1755;                    North         East    Units  Estimated Accuracy
 BS1755;SPC GA E     -   146,220.      125,100.      MT  (+/- 180 meters Scaled)
 BS1755
 BS1755                          SUPERSEDED SURVEY CONTROL
 BS1755
 BS1755  NGVD 29 (11/20/03)   67.00   (m)          219.8    (f) RESET       3  
 BS1755
 BS1755.Superseded values are not recommended for survey control.
 BS1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1755.See file dsdata.txt to determine how the superseded data were derived.
 BS1755
 BS1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ140663(NAD 83)
 BS1755_MARKER: DB = BENCH MARK DISK
 BS1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1755_SP_SET: CONCRETE POST
 BS1755_STAMPING: C 140 RESET 1986
 BS1755_MARK LOGO: GADT  
 BS1755_PROJECTION: FLUSH
 BS1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1755+STABILITY: SURFACE MOTION
 BS1755
 BS1755  HISTORY     - Date     Condition        Report By
 BS1755  HISTORY     - 1986     MONUMENTED       GADT
 BS1755
 BS1755                          STATION DESCRIPTION
 BS1755
 BS1755'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1986
 BS1755'4.3 KM (2.65 MI) WEST FROM KIRKLAND.
 BS1755'4.26 KM (2.65 MI) WEST ALONG THE ATLANTIC SEABOARD COAST LINE
 BS1755'RAILROAD FROM STATION SIGN AND ROAD CROSSING AT KIRKLAND, ABOUT 123 M
 BS1755'(403.5 FT) WEST OF MILEPOST P 624, ABOUT 67.9 M (222.8 FT) NORTH OF
 BS1755'THE TRACK, ALONG U.S. HIGHWAY 82, 9.75 M (32.0 FT) WEST OF PAVED
 BS1755'ROAD TO ANTIOCH CHURCH, 1.5 M (4.9 FT) SOUTH OF POWERPOLE, 23.16 M
 BS1755'(76.0 FT) WEST OF TELEPHONE PEDISTAL, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0508 ***********************************************************************
 BS0508  DESIGNATION -  C 141
 BS0508  PID         -  BS0508
 BS0508  STATE/COUNTY-  GA/WARE
 BS0508  USGS QUAD   -  TALMO (1988)
 BS0508
 BS0508                         *CURRENT SURVEY CONTROL
 BS0508  ___________________________________________________________________
 BS0508* NAD 83(1986)-  31 15 32.     (N)    082 35 22.     (W)     SCALED    
 BS0508* NAVD 88     -        49.161  (meters)     161.29   (feet)  POSTED    
 BS0508  ___________________________________________________________________
 BS0508  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BS0508  DYNAMIC HT  -          49.100 (meters)     161.09  (feet)  COMP
 BS0508  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 BS0508
 BS0508  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BS0508
 BS0508.The horizontal coordinates were scaled from a topographic map and have
 BS0508.an estimated accuracy of +/- 6 seconds.
 BS0508
 BS0508.The orthometric height was determined by differential leveling
 BS0508.and adjusted by the National Geodetic Survey in 1992..
 BS0508.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BS0508.rate of 1.1 thru 2.0 mm/km.
 BS0508
 BS0508.The geoid height was determined by GEOID03.
 BS0508
 BS0508.The dynamic height is computed by dividing the NAVD 88
 BS0508.geopotential number by the normal gravity value computed on the
 BS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0508.degrees latitude (g = 980.6199 gals.).
 BS0508
 BS0508.The modeled gravity was interpolated from observed gravity values.
 BS0508
 BS0508;                    North         East    Units  Estimated Accuracy
 BS0508;SPC GA E     -   139,630.      159,740.      MT  (+/- 180 meters Scaled)
 BS0508
 BS0508                          SUPERSEDED SURVEY CONTROL
 BS0508
 BS0508  NGVD 29 (??/??/92)   49.413  (m)          162.12   (f) ADJ UNCH    1 2
 BS0508
 BS0508.Superseded values are not recommended for survey control.
 BS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0508.See file dsdata.txt to determine how the superseded data were derived.
 BS0508
 BS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ486593(NAD 83)
 BS0508_MARKER: DB = BENCH MARK DISK
 BS0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0508_STAMPING: C 141 1956
 BS0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0508+STABILITY: SURFACE MOTION
 BS0508
 BS0508  HISTORY     - Date     Condition        Report By
 BS0508  HISTORY     - 1956     MONUMENTED       CGS
 BS0508
 BS0508                          STATION DESCRIPTION
 BS0508
 BS0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BS0508'1.1 MI E FROM FAIRFAX.
 BS0508'ABOUT 1.1 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0508'FROM THE ROAD CROSSING AT FAIRFAX, ABOUT 312 YARDS WEST OF MILE
 BS0508'POST P 602, AT A TRAIL CROSSING, 93 1/2 FEET SOUTH OF SOUTH RAIL,
 BS0508'103 FEET SOUTH-SOUTHWEST OF CENTER OF CROSSING OF TRAIL, 26 FEET
 BS0508'WEST OF CENTER OF GATE ACROSS TRAIL, 52 1/2 FEET SOUTH-SOUTHWEST
 BS0508'OF CROSSING SIGN, 71 FEET SOUTHWEST OF TELEPHONE POLE NO. 3121,
 BS0508'1 1/2 FEET NORTH OF A FENCE LINE, 92 FEET NORTH OF NORTHWEST
 BS0508'CORNER OF PORCH OF AN UNPAINTED FRAME HOUSE, 2 FEET EAST OF
 BS0508'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK
 BS0508'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1480 ***********************************************************************
 BD1480  DESIGNATION -  C 142
 BD1480  PID         -  BD1480
 BD1480  STATE/COUNTY-  GA/CHARLTON
 BD1480  USGS QUAD   -  DOUBLE LAKES (1994)
 BD1480
 BD1480                         *CURRENT SURVEY CONTROL
 BD1480  ___________________________________________________________________
 BD1480* NAD 83(1986)-  30 59 39.     (N)    082 07 34.     (W)     SCALED    
 BD1480* NAVD 88     -        45.282  (meters)     148.56   (feet)  ADJUSTED  
 BD1480  ___________________________________________________________________
 BD1480  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BD1480  DYNAMIC HT  -          45.226 (meters)     148.38  (feet)  COMP
 BD1480  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 BD1480  OBS GRAVITY -     979,406.5   (mgal)                       GRAV_OBS
 BD1480
 BD1480  VERT ORDER  -  FIRST     CLASS I
 BD1480
 BD1480.The horizontal coordinates were scaled from a topographic map and have
 BD1480.an estimated accuracy of +/- 6 seconds.
 BD1480
 BD1480.The orthometric height was determined by differential leveling
 BD1480.and adjusted by the National Geodetic Survey in June 1991..
 BD1480
 BD1480.The geoid height was determined by GEOID03.
 BD1480
 BD1480.The dynamic height is computed by dividing the NAVD 88
 BD1480.geopotential number by the normal gravity value computed on the
 BD1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1480.degrees latitude (g = 980.6199 gals.).
 BD1480
 BD1480.The modeled gravity was interpolated from observed gravity values.
 BD1480.The observed gravity was obtained from relative gravimeter ties
 BD1480.to the IGSN71 gravity network.
 BD1480
 BD1480;                    North         East    Units  Estimated Accuracy
 BD1480;SPC GA E     -   110,200.      203,870.      MT  (+/- 180 meters Scaled)
 BD1480
 BD1480                          SUPERSEDED SURVEY CONTROL
 BD1480
 BD1480  NGVD 29 (??/??/92)   45.564  (m)          149.49   (f) ADJ UNCH    1 1
 BD1480
 BD1480.Superseded values are not recommended for survey control.
 BD1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1480.See file dsdata.txt to determine how the superseded data were derived.
 BD1480
 BD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ924295(NAD 83)
 BD1480_MARKER: DB = BENCH MARK DISK
 BD1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1480_STAMPING: C 142 1956
 BD1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1480+STABILITY: SURFACE MOTION
 BD1480
 BD1480  HISTORY     - Date     Condition        Report By
 BD1480  HISTORY     - 1956     MONUMENTED       CGS
 BD1480  HISTORY     - 1973     GOOD             NGS
 BD1480  HISTORY     - 20050725 GOOD             JCLS
 BD1480
 BD1480                          STATION DESCRIPTION
 BD1480
 BD1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BD1480'0.6 MI SE FROM RACEPOND.
 BD1480'ABOUT 0.6 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BD1480'FROM THE ROAD CROSSING AT RACEPOND, ABOUT 100 YARDS NORTHEAST
 BD1480'OF THE TRACK, ALONG U.S. HIGHWAY 1, ABOUT 1.0 MILE NORTHWEST
 BD1480'ALONG HIGHWAY 1 FROM THE JUNCTION OF A DRIVE NORTHEAST TO SANDHILL
 BD1480'BAPTIST CHURCH AND CEMETERY, 125 YARDS EAST AND ACROSS HIGHWAY
 BD1480'12 FROM MILE POST NA 608, 63 FEET NORTHEAST OF CENTER LINE OF
 BD1480'HIGHWAY, 121 FEET NORTHWEST OF POWER POLE NO. D 11 D - 22, 1 FOOT
 BD1480'SOUTHEAST OF A HIGHWAY R/W MARKER POST, ABOUT 1 1/2 FEET BELOW
 BD1480'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BD1480'3 INCHES.
 BD1480
 BD1480                          STATION RECOVERY (1973)
 BD1480
 BD1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BD1480'RECOVERED IN GOOD CONDITION.
 BD1480
 BD1480                          STATION RECOVERY (2005)
 BD1480
 BD1480'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (CEL)
 BD1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0750 ***********************************************************************
 BC0750  DESIGNATION -  C 143 GA
 BC0750  PID         -  BC0750
 BC0750  STATE/COUNTY-  GA/CAMDEN
 BC0750  USGS QUAD   -  KINGSLAND (1993)
 BC0750
 BC0750                         *CURRENT SURVEY CONTROL
 BC0750  ___________________________________________________________________
 BC0750* NAD 83(1986)-  30 51 16.     (N)    081 42 06.     (W)     SCALED    
 BC0750* NAVD 88     -         3.955  (meters)      12.98   (feet)  ADJUSTED  
 BC0750  ___________________________________________________________________
 BC0750  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0750  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 BC0750  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 BC0750
 BC0750  VERT ORDER  -  FIRST     CLASS I
 BC0750
 BC0750.The horizontal coordinates were scaled from a topographic map and have
 BC0750.an estimated accuracy of +/- 6 seconds.
 BC0750
 BC0750.The orthometric height was determined by differential leveling
 BC0750.and adjusted by the National Geodetic Survey in June 1991..
 BC0750
 BC0750.The geoid height was determined by GEOID03.
 BC0750
 BC0750.The dynamic height is computed by dividing the NAVD 88
 BC0750.geopotential number by the normal gravity value computed on the
 BC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0750.degrees latitude (g = 980.6199 gals.).
 BC0750
 BC0750.The modeled gravity was interpolated from observed gravity values.
 BC0750
 BC0750;                    North         East    Units  Estimated Accuracy
 BC0750;SPC GA E     -    94,810.      244,470.      MT  (+/- 180 meters Scaled)
 BC0750
 BC0750                          SUPERSEDED SURVEY CONTROL
 BC0750
 BC0750.No superseded survey control is available for this station.
 BC0750
 BC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ329136(NAD 83)
 BC0750_MARKER: DB = BENCH MARK DISK
 BC0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0750_STAMPING: C 143 1956
 BC0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0750+STABILITY: SURFACE MOTION
 BC0750
 BC0750  HISTORY     - Date     Condition        Report By
 BC0750  HISTORY     - 1956     MONUMENTED       CGS
 BC0750  HISTORY     - 1975     GOOD             NGS
 BC0750
 BC0750                          STATION DESCRIPTION
 BC0750
 BC0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0750'3.8 MI N FROM KINGSLAND.
 BC0750'3.85 MILES NORTH ALONG SEABOARD COAST LINE RAILROAD FROM
 BC0750'CROSSING OF STATE HIGHWAY 40 AT KINGSLAND, 48.0 FEET EAST
 BC0750'OF THE EAST RAIL, 0.05 MILES WEST OF U.S. HIGHWAY 17 AND IN LINE
 BC0750'WITH POWER POLE 411, 224.0 FEET SOUTHEAST AND ACROSS THE TRACKS
 BC0750'FROM MILE POST 595, 13.2 FEET EAST-NORTHEAST OF THE SECOND POWER
 BC0750'AND TELEPHONE POLE WHICH IS SOUTH OF MILE POST, 1.3 FEET WEST
 BC0750'OF THE FENCE LINE, 0.9 FEET NORTH OF A WITNESS POST, 3 FEET
 BC0750'LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 BC0750'PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD0164 ***********************************************************************
 BD0164  DESIGNATION -  C 144
 BD0164  PID         -  BD0164
 BD0164  STATE/COUNTY-  GA/CHARLTON
 BD0164  USGS QUAD   -  MONIAC (1994)
 BD0164
 BD0164                         *CURRENT SURVEY CONTROL
 BD0164  ___________________________________________________________________
 BD0164* NAD 83(1986)-  30 31 20.     (N)    082 12 05.     (W)     SCALED    
 BD0164* NAVD 88     -        37.008  (meters)     121.42   (feet)  ADJUSTED  
 BD0164  ___________________________________________________________________
 BD0164  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BD0164  DYNAMIC HT  -          36.960 (meters)     121.26  (feet)  COMP
 BD0164  MODELED GRAV-     979,351.2   (mgal)                       NAVD 88
 BD0164
 BD0164  VERT ORDER  -  FIRST     CLASS II
 BD0164
 BD0164.The horizontal coordinates were scaled from a topographic map and have
 BD0164.an estimated accuracy of +/- 6 seconds.
 BD0164
 BD0164.The orthometric height was determined by differential leveling
 BD0164.and adjusted by the National Geodetic Survey in June 1991..
 BD0164
 BD0164.The geoid height was determined by GEOID03.
 BD0164
 BD0164.The dynamic height is computed by dividing the NAVD 88
 BD0164.geopotential number by the normal gravity value computed on the
 BD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0164.degrees latitude (g = 980.6199 gals.).
 BD0164
 BD0164.The modeled gravity was interpolated from observed gravity values.
 BD0164
 BD0164;                    North         East    Units  Estimated Accuracy
 BD0164;SPC GA E     -    57,890.      196,670.      MT  (+/- 180 meters Scaled)
 BD0164
 BD0164                          SUPERSEDED SURVEY CONTROL
 BD0164
 BD0164  NGVD 29 (??/??/92)   37.295  (m)          122.36   (f) ADJ UNCH    1 2
 BD0164
 BD0164.Superseded values are not recommended for survey control.
 BD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0164.See file dsdata.txt to determine how the superseded data were derived.
 BD0164
 BD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP847772(NAD 83)
 BD0164_MARKER: DB = BENCH MARK DISK
 BD0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD0164_STAMPING: C 144 1957
 BD0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0164+STABILITY: SURFACE MOTION
 BD0164
 BD0164  HISTORY     - Date     Condition        Report By
 BD0164  HISTORY     - 1957     MONUMENTED       CGS
 BD0164
 BD0164                          STATION DESCRIPTION
 BD0164
 BD0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD0164'10 MI W FROM ST GEORGE.
 BD0164'ABOUT 10.0 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST
 BD0164'OFFICE AT ST. GEORGE, 1.45 MILES EAST OF THE POST OFFICE AT
 BD0164'MONIAC, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 BD0164'WEST END OF A CURVE IN THE HIGHWAY, 1 FOOT EAST OF A RIGHT-OF-WAY
 BD0164'MARKER, 125 1/2 FEET WEST OF A POWER LINE POLE FROM WHICH THE
 BD0164'POWER LINE CROSSES NORTHEAST OF THE HIGHWAY, 1 1/2 FEET BELOW
 BD0164'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BD0164'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0682 ***********************************************************************
 BS0682  DESIGNATION -  C 145
 BS0682  PID         -  BS0682
 BS0682  STATE/COUNTY-  GA/BERRIEN
 BS0682  USGS QUAD   -  TENMILE BAY (1972)
 BS0682
 BS0682                         *CURRENT SURVEY CONTROL
 BS0682  ___________________________________________________________________
 BS0682* NAD 83(1986)-  31 22 29.     (N)    083 11 30.     (W)     SCALED    
 BS0682* NAVD 88     -        71.341  (meters)     234.06   (feet)  ADJUSTED  
 BS0682  ___________________________________________________________________
 BS0682  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BS0682  DYNAMIC HT  -          71.255 (meters)     233.78  (feet)  COMP
 BS0682  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 BS0682
 BS0682  VERT ORDER  -  FIRST     CLASS II
 BS0682
 BS0682.The horizontal coordinates were scaled from a topographic map and have
 BS0682.an estimated accuracy of +/- 6 seconds.
 BS0682
 BS0682.The orthometric height was determined by differential leveling
 BS0682.and adjusted by the National Geodetic Survey in June 1991..
 BS0682
 BS0682.The geoid height was determined by GEOID03.
 BS0682
 BS0682.The dynamic height is computed by dividing the NAVD 88
 BS0682.geopotential number by the normal gravity value computed on the
 BS0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0682.degrees latitude (g = 980.6199 gals.).
 BS0682
 BS0682.The modeled gravity was interpolated from observed gravity values.
 BS0682
 BS0682;                    North         East    Units  Estimated Accuracy
 BS0682;SPC GA W     -   152,800.      792,740.      MT  (+/- 180 meters Scaled)
 BS0682
 BS0682                          SUPERSEDED SURVEY CONTROL
 BS0682
 BS0682  NGVD 29 (??/??/92)   71.552  (m)          234.75   (f) ADJ UNCH    1 2
 BS0682
 BS0682.Superseded values are not recommended for survey control.
 BS0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0682.See file dsdata.txt to determine how the superseded data were derived.
 BS0682
 BS0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ915732(NAD 83)
 BS0682_MARKER: DB = BENCH MARK DISK
 BS0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0682_STAMPING: C 145 1957
 BS0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0682+STABILITY: SURFACE MOTION
 BS0682
 BS0682  HISTORY     - Date     Condition        Report By
 BS0682  HISTORY     - 1957     MONUMENTED       CGS
 BS0682  HISTORY     - 1962     GOOD             NGS
 BS0682
 BS0682                          STATION DESCRIPTION
 BS0682
 BS0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0682'1.9 MI E FROM ALAPAHA.
 BS0682'ABOUT 1.9 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0682'THE STATION AT ALAPAHA, 458 YARDS EAST OF MILEPOST NO. P-639,
 BS0682'46 FEET NORTH OF THE NORTH RAIL, 201 YARDS WEST OF A FIELD
 BS0682'ROAD CROSSING, 35 1/2 FEET SOUTH OF A RIGHT-OF-WAY FENCE LINE, 93
 BS0682'FEET NORTH AND ACROSS THE TRACK AT RIGHT ANGLE FROM THE 5TH
 BS0682'TELEPHONE POLE WEST OF A ROAD CROSSING (POLE NO. 2121), 2 FEET
 BS0682'WEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TOP OF THE
 BS0682'RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BS0682
 BS0682                          STATION RECOVERY (1962)
 BS0682
 BS0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BS0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0475 ***********************************************************************
 BR0475  DESIGNATION -  C 146
 BR0475  PID         -  BR0475
 BR0475  STATE/COUNTY-  GA/BRYAN
 BR0475  USGS QUAD   -  RICHMOND HILL (1997)
 BR0475
 BR0475                         *CURRENT SURVEY CONTROL
 BR0475  ___________________________________________________________________
 BR0475* NAD 83(1986)-  31 56 18.     (N)    081 18 12.     (W)     SCALED    
 BR0475* NAVD 88     -         5.170  (meters)      16.96   (feet)  ADJUSTED  
 BR0475  ___________________________________________________________________
 BR0475  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 BR0475  DYNAMIC HT  -           5.164 (meters)      16.94  (feet)  COMP
 BR0475  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 BR0475
 BR0475  VERT ORDER  -  FIRST     CLASS I
 BR0475
 BR0475.The horizontal coordinates were scaled from a topographic map and have
 BR0475.an estimated accuracy of +/- 6 seconds.
 BR0475
 BR0475.The orthometric height was determined by differential leveling
 BR0475.and adjusted by the National Geodetic Survey in June 1991..
 BR0475
 BR0475.The geoid height was determined by GEOID03.
 BR0475
 BR0475.The dynamic height is computed by dividing the NAVD 88
 BR0475.geopotential number by the normal gravity value computed on the
 BR0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0475.degrees latitude (g = 980.6199 gals.).
 BR0475
 BR0475.The modeled gravity was interpolated from observed gravity values.
 BR0475
 BR0475;                    North         East    Units  Estimated Accuracy
 BR0475;SPC GA E     -   215,210.      281,630.      MT  (+/- 180 meters Scaled)
 BR0475
 BR0475                          SUPERSEDED SURVEY CONTROL
 BR0475
 BR0475  NGVD 29 (??/??/92)    5.455  (m)           17.90   (f) ADJ UNCH    1 1
 BR0475
 BR0475.Superseded values are not recommended for survey control.
 BR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0475.See file dsdata.txt to determine how the superseded data were derived.
 BR0475
 BR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR713336(NAD 83)
 BR0475_MARKER: DB = BENCH MARK DISK
 BR0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BR0475_SP_SET: 38 FT
 BR0475_STAMPING: C 146 1956
 BR0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0475
 BR0475  HISTORY     - Date     Condition        Report By
 BR0475  HISTORY     - 1956     MONUMENTED       CGS
 BR0475  HISTORY     - 1975     GOOD             NGS
 BR0475  HISTORY     - 19910304 MARK NOT FOUND   NGS
 BR0475
 BR0475                          STATION DESCRIPTION
 BR0475
 BR0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0475'AT RICHMOND HILL.
 BR0475'AT RICHMOND HILL, AT THE CROSSING OF THE SEABOARD COAST LINE
 BR0475'RAILROAD AND STATE HIGHWAY 144 (FORD AVENUE), 103.6 FEET NORTHWEST
 BR0475'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 137 FEET NORTHEAST OF
 BR0475'THE CENTERLINE OF THE HIGHWAY, 66 FEET NORTHWEST OF A TELEPHONE
 BR0475'POLE, 16 FEET SOUTH-SOUTHWEST OF A LONE 12-INCH PALM TREE,
 BR0475'ABOUT 2 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 BR0475'COPPER COATED STEEL ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF
 BR0475'37 1/2 FEET.  THE ROD IS PROTECTED BY A 4-INCH TILE WHICH
 BR0475'PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND.
 BR0475
 BR0475                          STATION RECOVERY (1991)
 BR0475
 BR0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0475'REFERENCE MEASUREMENTS LEAD TO THE EDGE OF A PARKING LOT.  ASSUMED
 BR0475'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0292 ***********************************************************************
 BR0292  DESIGNATION -  C 147
 BR0292  PID         -  BR0292
 BR0292  STATE/COUNTY-  GA/GLYNN
 BR0292  USGS QUAD   -  STERLING (1993)
 BR0292
 BR0292                         *CURRENT SURVEY CONTROL
 BR0292  ___________________________________________________________________
 BR0292* NAD 83(1986)-  31 20 28.     (N)    081 36 01.     (W)     SCALED    
 BR0292* NAVD 88     -         6.133  (meters)      20.12   (feet)  ADJUSTED  
 BR0292  ___________________________________________________________________
 BR0292  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 BR0292  DYNAMIC HT  -           6.125 (meters)      20.10  (feet)  COMP
 BR0292  MODELED GRAV-     979,422.8   (mgal)                       NAVD 88
 BR0292
 BR0292  VERT ORDER  -  FIRST     CLASS II
 BR0292
 BR0292.The horizontal coordinates were scaled from a topographic map and have
 BR0292.an estimated accuracy of +/- 6 seconds.
 BR0292
 BR0292.The orthometric height was determined by differential leveling
 BR0292.and adjusted by the National Geodetic Survey in June 1991..
 BR0292
 BR0292.The geoid height was determined by GEOID03.
 BR0292
 BR0292.The dynamic height is computed by dividing the NAVD 88
 BR0292.geopotential number by the normal gravity value computed on the
 BR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0292.degrees latitude (g = 980.6199 gals.).
 BR0292
 BR0292.The modeled gravity was interpolated from observed gravity values.
 BR0292
 BR0292;                    North         East    Units  Estimated Accuracy
 BR0292;SPC GA E     -   148,800.      253,890.      MT  (+/- 180 meters Scaled)
 BR0292
 BR0292                          SUPERSEDED SURVEY CONTROL
 BR0292
 BR0292  NGVD 29 (??/??/92)    6.430  (m)           21.10   (f) ADJ UNCH    1 2
 BR0292
 BR0292.Superseded values are not recommended for survey control.
 BR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0292.See file dsdata.txt to determine how the superseded data were derived.
 BR0292
 BR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ428675(NAD 83)
 BR0292_MARKER: DB = BENCH MARK DISK
 BR0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0292_STAMPING: C 147 1956
 BR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0292+STABILITY: SURFACE MOTION
 BR0292
 BR0292  HISTORY     - Date     Condition        Report By
 BR0292  HISTORY     - 1956     MONUMENTED       CGS
 BR0292
 BR0292                          STATION DESCRIPTION
 BR0292
 BR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0292'4.2 MI SE FROM EVERETT.
 BR0292'ABOUT 4.25 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 BR0292'STATION AT EVERETT, ABOUT 0.55 MILE SOUTHEAST OF MILE POST 412,
 BR0292'64 3/4 FEET NORTHEAST OF NORTHEAST RAIL, 34 FEET SOUTHWEST OF CENTER
 BR0292'LINE OF A BLACK TOP ROAD PARALLEL TO TRACK, 174 FEET SOUTHWEST AND
 BR0292'ACROSS ROAD FROM WEST CORNER OF A CONCRETE BLOCK DAIRY BARN, 8 1/2
 BR0292'FEET NORTHEAST OF A 24-INCH OAK TREE, 8 FEET SOUTHEAST OF AN 18-INCH
 BR0292'OAK TREE, 8 1/2 FEET EAST OF AN 8-INCH OAK TREE, 2 FEET SOUTHEAST
 BR0292'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK
 BR0292'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0277 ***********************************************************************
 BR0277  DESIGNATION -  C 148
 BR0277  PID         -  BR0277
 BR0277  STATE/COUNTY-  GA/MCINTOSH
 BR0277  USGS QUAD   -  COX (1978)
 BR0277
 BR0277                         *CURRENT SURVEY CONTROL
 BR0277  ___________________________________________________________________
 BR0277* NAD 83(1986)-  31 26 50.     (N)    081 34 26.     (W)     SCALED    
 BR0277* NAVD 88     -         4.331  (meters)      14.21   (feet)  ADJUSTED  
 BR0277  ___________________________________________________________________
 BR0277  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 BR0277  DYNAMIC HT  -           4.326 (meters)      14.19  (feet)  COMP
 BR0277  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BR0277
 BR0277  VERT ORDER  -  FIRST     CLASS II
 BR0277
 BR0277.The horizontal coordinates were scaled from a topographic map and have
 BR0277.an estimated accuracy of +/- 6 seconds.
 BR0277
 BR0277.The orthometric height was determined by differential leveling
 BR0277.and adjusted by the National Geodetic Survey in June 1991..
 BR0277
 BR0277.The geoid height was determined by GEOID03.
 BR0277
 BR0277.The dynamic height is computed by dividing the NAVD 88
 BR0277.geopotential number by the normal gravity value computed on the
 BR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0277.degrees latitude (g = 980.6199 gals.).
 BR0277
 BR0277.The modeled gravity was interpolated from observed gravity values.
 BR0277
 BR0277;                    North         East    Units  Estimated Accuracy
 BR0277;SPC GA E     -   160,580.      256,340.      MT  (+/- 180 meters Scaled)
 BR0277
 BR0277                          SUPERSEDED SURVEY CONTROL
 BR0277
 BR0277  NGVD 29 (??/??/92)    4.626  (m)           15.18   (f) ADJ UNCH    1 2
 BR0277
 BR0277.Superseded values are not recommended for survey control.
 BR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0277.See file dsdata.txt to determine how the superseded data were derived.
 BR0277
 BR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ454793(NAD 83)
 BR0277_MARKER: DB = BENCH MARK DISK
 BR0277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0277_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0277_STAMPING: C 148 1956
 BR0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0277
 BR0277  HISTORY     - Date     Condition        Report By
 BR0277  HISTORY     - 1956     MONUMENTED       CGS
 BR0277  HISTORY     - 1976     MARK NOT FOUND   USGS
 BR0277
 BR0277                          STATION DESCRIPTION
 BR0277
 BR0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0277'0.8 MI SW FROM COX.
 BR0277'ABOUT 0.8 MILE SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BR0277'FROM THE STATION AT COX, 0.25 MILE SOUTHWEST OF THE SOUTHWEST
 BR0277'END OF COX SIDING, 6 1/2 POLES SOUTHWEST OF MILE POST 551, 87 3/4
 BR0277'FEET NORTHWEST OF THE NORTHWEST RAIL, 19 FEET SOUTH OF A LONE
 BR0277'24-INCH PINE TREE, 8 FEET NORTHWEST OF THE NORTHWEST BANK OF DITCH,
 BR0277'119 FEET WEST-SOUTHWEST OF TELEPHONE POLE E/51/F/325, 3 1/2 FEET
 BR0277'BELOW THE LEVEL OF THE TRACK AND ON THE TOP OF AN IRON PIPE
 BR0277'PROJECTING 8 INCHES.
 BR0277
 BR0277                          STATION RECOVERY (1976)
 BR0277
 BR0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BR0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0749 ***********************************************************************
 BR0749  DESIGNATION -  C 149
 BR0749  PID         -  BR0749
 BR0749  STATE/COUNTY-  GA/WAYNE
 BR0749  USGS QUAD   -  JESUP EAST (1988)
 BR0749
 BR0749                         *CURRENT SURVEY CONTROL
 BR0749  ___________________________________________________________________
 BR0749* NAD 83(1986)-  31 30 59.     (N)    081 46 24.     (W)     SCALED    
 BR0749* NAVD 88     -        21.834  (meters)      71.63   (feet)  ADJUSTED  
 BR0749  ___________________________________________________________________
 BR0749  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 BR0749  DYNAMIC HT  -          21.807 (meters)      71.55  (feet)  COMP
 BR0749  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BR0749
 BR0749  VERT ORDER  -  FIRST     CLASS II
 BR0749
 BR0749.The horizontal coordinates were scaled from a topographic map and have
 BR0749.an estimated accuracy of +/- 6 seconds.
 BR0749
 BR0749.The orthometric height was determined by differential leveling
 BR0749.and adjusted by the National Geodetic Survey in June 1991..
 BR0749
 BR0749.The geoid height was determined by GEOID03.
 BR0749
 BR0749.The dynamic height is computed by dividing the NAVD 88
 BR0749.geopotential number by the normal gravity value computed on the
 BR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0749.degrees latitude (g = 980.6199 gals.).
 BR0749
 BR0749.The modeled gravity was interpolated from observed gravity values.
 BR0749
 BR0749;                    North         East    Units  Estimated Accuracy
 BR0749;SPC GA E     -   168,170.      237,360.      MT  (+/- 180 meters Scaled)
 BR0749
 BR0749                          SUPERSEDED SURVEY CONTROL
 BR0749
 BR0749  NGVD 29 (??/??/92)   22.115  (m)           72.56   (f) ADJ UNCH    1 2
 BR0749
 BR0749.Superseded values are not recommended for survey control.
 BR0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0749.See file dsdata.txt to determine how the superseded data were derived.
 BR0749
 BR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ265870(NAD 83)
 BR0749_MARKER: DB = BENCH MARK DISK
 BR0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0749_STAMPING: C 149 1956
 BR0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0749+STABILITY: SURFACE MOTION
 BR0749
 BR0749  HISTORY     - Date     Condition        Report By
 BR0749  HISTORY     - 1956     MONUMENTED       CGS
 BR0749
 BR0749                          STATION DESCRIPTION
 BR0749
 BR0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0749'9.1 MI SE FROM JESUP.
 BR0749'ABOUT 9.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 BR0749'STATION AT JESUP, ABOUT 1.0 MILE NORTHWEST OF PENDARVIS, ABOUT 2.1
 BR0749'MILE SOUTHEAST OF GARDI, ABOUT 0.3 MILE NORTHWEST OF MILE POST 397,
 BR0749'168 FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 25 AND 341 FROM SOUTHWEST
 BR0749'RAIL, 70 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 73 FEET
 BR0749'SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A DIM ROAD
 BR0749'SOUTHWEST, 20 FEET SOUTHEAST OF CENTER LINE OF DIM ROAD SOUTHWEST.
 BR0749'28 1/2 FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF A CONCRETE PIPE
 BR0749'CULVERT UNDER DIM ROAD, 22 FEET NORTHWEST OF A POWER POLE, 2 FEET
 BR0749'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL
 BR0749'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BR0749'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0642 ***********************************************************************
 CL0642  DESIGNATION -  C 15
 CL0642  PID         -  CL0642
 CL0642  STATE/COUNTY-  GA/DODGE
 CL0642  USGS QUAD   -  MILAN (1972)
 CL0642
 CL0642                         *CURRENT SURVEY CONTROL
 CL0642  ___________________________________________________________________
 CL0642* NAD 83(1986)-  32 06 10.     (N)    083 02 33.     (W)     SCALED    
 CL0642* NAVD 88     -        89.177  (meters)     292.57   (feet)  POSTED    
 CL0642  ___________________________________________________________________
 CL0642  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CL0642  DYNAMIC HT  -          89.070 (meters)     292.22  (feet)  COMP
 CL0642  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CL0642
 CL0642  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL0642
 CL0642.The horizontal coordinates were scaled from a topographic map and have
 CL0642.an estimated accuracy of +/- 6 seconds.
 CL0642
 CL0642.The orthometric height was determined by differential leveling
 CL0642.and adjusted by the National Geodetic Survey in 1992..
 CL0642.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL0642.rate of 0.0 thru 1.0 mm/km.
 CL0642
 CL0642.The geoid height was determined by GEOID03.
 CL0642
 CL0642.The dynamic height is computed by dividing the NAVD 88
 CL0642.geopotential number by the normal gravity value computed on the
 CL0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0642.degrees latitude (g = 980.6199 gals.).
 CL0642
 CL0642.The modeled gravity was interpolated from observed gravity values.
 CL0642
 CL0642;                    North         East    Units  Estimated Accuracy
 CL0642;SPC GA E     -   233,450.      117,340.      MT  (+/- 180 meters Scaled)
 CL0642
 CL0642                          SUPERSEDED SURVEY CONTROL
 CL0642
 CL0642  NGVD 29 (??/??/92)   89.395  (m)          293.29   (f) ADJ UNCH    1 2
 CL0642
 CL0642.Superseded values are not recommended for survey control.
 CL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0642.See file dsdata.txt to determine how the superseded data were derived.
 CL0642
 CL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR072536(NAD 83)
 CL0642_MARKER: Q = CHISELED SQUARE
 CL0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0642_SP_SET: CURB
 CL0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0642
 CL0642  HISTORY     - Date     Condition        Report By
 CL0642  HISTORY     - UNK      MONUMENTED       CGS
 CL0642  HISTORY     - 1959     MARK NOT FOUND   NGS
 CL0642
 CL0642                          STATION DESCRIPTION
 CL0642
 CL0642'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CL0642'AT SUOMI.
 CL0642'AT SUOMI, DODGE COUNTY, ON THE SOUTHERN RAILWAY, 47.5 FT E OF THE
 CL0642'STATION SIGN, OPPOSITE THE CENTER OF THE WAITING SHED, 39 IN. N OF
 CL0642'THE N RAIL OF THE MAIN TRACK, 2 IN LOWER THAT THE TOP OF THE RAIL,
 CL0642'AND ON THE CONCRETE CURB.  A CHISELED SQUARE.
 CL0642
 CL0642                          STATION RECOVERY (1959)
 CL0642
 CL0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CL0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6176 ***********************************************************************
 CK6176  DESIGNATION -  C 15
 CK6176  PID         -  CK6176
 CK6176  STATE/COUNTY-  GA/CHATHAM
 CK6176  USGS QUAD   -  MELDRIM SE (1976)
 CK6176
 CK6176                         *CURRENT SURVEY CONTROL
 CK6176  ___________________________________________________________________
 CK6176* NAD 83(1994)-  32 00 40.49501(N)    081 17 43.17164(W)     ADJUSTED  
 CK6176* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 CK6176  ___________________________________________________________________
 CK6176  X           -     819,268.112 (meters)                     COMP
 CK6176  Y           -  -5,351,021.250 (meters)                     COMP
 CK6176  Z           -   3,361,475.309 (meters)                     COMP
 CK6176  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CK6176  ELLIP HEIGHT-         -26.13  (meters)          (09/03/97) GPS OBS
 CK6176  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 CK6176
 CK6176  HORZ ORDER  -  SECOND
 CK6176  ELLP ORDER  -  FOURTH    CLASS II
 CK6176
 CK6176.The horizontal coordinates were established by GPS observations
 CK6176.and adjusted by the National Geodetic Survey in September 1997..
 CK6176
 CK6176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6176
 CK6176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6176
 CK6176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6176
 CK6176.The ellipsoidal height was determined by GPS observations
 CK6176.and is referenced to NAD 83.
 CK6176
 CK6176.The geoid height was determined by GEOID03.
 CK6176
 CK6176;                    North         East     Units Scale Factor Converg.
 CK6176;SPC GA E     -   223,295.881   282,318.883   MT  0.99998354   +0 27 42.9
 CK6176;SPC GA E     -   732,596.57    926,241.20   sFT  0.99998354   +0 27 42.9
 CK6176;UTM  17      - 3,541,720.622   472,108.284   MT  0.99960959   -0 09 23.6
 CK6176
 CK6176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6176!SPC GA E     -   1.00000410  x   0.99998354  =   0.99998764
 CK6176!UTM  17      -   1.00000410  x   0.99960959  =   0.99961369
 CK6176
 CK6176                          SUPERSEDED SURVEY CONTROL
 CK6176
 CK6176  NAD 83(1986)-  32 00 40.50754(N)    081 17 43.18428(W) AD(       ) 2
 CK6176  NGVD 29 (03/03/92)    5.0    (m)           16.     (f) GPS OBS        
 CK6176
 CK6176.Superseded values are not recommended for survey control.
 CK6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6176.See file dsdata.txt to determine how the superseded data were derived.
 CK6176
 CK6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7210841721(NAD 83)
 CK6176_MARKER: DD = SURVEY DISK
 CK6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6176_SP_SET: CONCRETE POST
 CK6176_STAMPING: C 15 MARCH 1990
 CK6176_MARK LOGO: GA4910
 CK6176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6176+STABILITY: SURFACE MOTION
 CK6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6176+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6176
 CK6176  HISTORY     - Date     Condition        Report By
 CK6176  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6176
 CK6176                          STATION DESCRIPTION
 CK6176
 CK6176'DESCRIBED BY GEONEX 1990
 CK6176'STATION IS LOCATED ALONG STATE HIGHWAY 204 (FT ARGYLE ROAD)
 CK6176'APPROXIMATELY 5.1 MI (8.21 KM) NORTH FROM RICHMOND HILL, 8.1 MI
 CK6176'(13.04 KM) SOUTH FROM BLOOMINGDALE, 7.6 MI (12.23 KM) SOUTH-SOUTHWEST
 CK6176'FROM POOLER, AND 0.9 MI (1.45 KM) NORTHEAST OF THE CHATHAM
 CK6176'COUNTY-BRYAN COUNTY LINE.
 CK6176'TO REACH STATION C 15 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 CK6176'AND STATE HIGHWAY 204 (FT ARGYLE ROAD),  GO NORTHWESTERLY ALONG STATE
 CK6176'HIGHWAY 204 (FT ARGYLE ROAD) FOR 0.9 MI (1.45 KM) TO A MOBILE HOME
 CK6176'PARK ON THE RIGHT AND THE STATION ON THE LEFT.
 CK6176'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6176'STAMPED ---C 15  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6176'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.6 FT (0.18 M)
 CK6176'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6176'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6176'LOCATED 44.6 FT (13.59 M) SOUTHWEST FROM THE CENTERLINE OF STATE
 CK6176'HIGHWAY 204 (FT ARGYLE ROAD), 185 DEGREES AZIMUTH, 30.9 FT (9.42 M)
 CK6176'FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A WOOD POST FOR A CURVE
 CK6176'SIGN, 320 DEGREES AZIMUTH, 128.0 FT (39.01 M) FROM A PK NAIL W/
 CK6176'SHINER IN THE FACING SIDE OF A POWER POLE, 221 DEGREES AZIMUTH, 105.3
 CK6176'FT (32.10 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A 8 INCH
 CK6176'DECIDUOUS TREE ON THE NORTHEASTERLY SIDE OF THE ROAD, AND 324 DEGREES
 CK6176'AZIMUTH, 2.0 FT (0.61 M) FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0022 ***********************************************************************
 BR0022  DESIGNATION -  C 150
 BR0022  PID         -  BR0022
 BR0022  STATE/COUNTY-  GA/GLYNN
 BR0022  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0022
 BR0022                         *CURRENT SURVEY CONTROL
 BR0022  ___________________________________________________________________
 BR0022* NAD 83(1986)-  31 10 54.     (N)    081 28 34.     (W)     SCALED    
 BR0022* NAVD 88     -         3.485  (meters)      11.43   (feet)  ADJUSTED  
 BR0022  ___________________________________________________________________
 BR0022  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 BR0022  DYNAMIC HT  -           3.481 (meters)      11.42  (feet)  COMP
 BR0022  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BR0022
 BR0022  VERT ORDER  -  FIRST     CLASS II
 BR0022
 BR0022.The horizontal coordinates were scaled from a topographic map and have
 BR0022.an estimated accuracy of +/- 6 seconds.
 BR0022
 BR0022.The orthometric height was determined by differential leveling
 BR0022.and adjusted by the National Geodetic Survey in June 1991..
 BR0022
 BR0022.The geoid height was determined by GEOID03.
 BR0022
 BR0022.The dynamic height is computed by dividing the NAVD 88
 BR0022.geopotential number by the normal gravity value computed on the
 BR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0022.degrees latitude (g = 980.6199 gals.).
 BR0022
 BR0022.The modeled gravity was interpolated from observed gravity values.
 BR0022
 BR0022;                    North         East    Units  Estimated Accuracy
 BR0022;SPC GA E     -   131,200.      265,820.      MT  (+/- 180 meters Scaled)
 BR0022
 BR0022                          SUPERSEDED SURVEY CONTROL
 BR0022
 BR0022  NGVD 29 (??/??/92)    3.781  (m)           12.40   (f) ADJ UNCH    1 2
 BR0022
 BR0022.Superseded values are not recommended for survey control.
 BR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0022.See file dsdata.txt to determine how the superseded data were derived.
 BR0022
 BR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ546498(NAD 83)
 BR0022_MARKER: DB = BENCH MARK DISK
 BR0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0022_STAMPING: C 150 1956
 BR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0022+STABILITY: SURFACE MOTION
 BR0022
 BR0022  HISTORY     - Date     Condition        Report By
 BR0022  HISTORY     - 1956     MONUMENTED       CGS
 BR0022  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0022
 BR0022                          STATION DESCRIPTION
 BR0022
 BR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0022'2 MI N FROM BRUNSWICK.
 BR0022'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 BR0022'OF ST. SIMONS ISLAND CAUSEWAY AT BRUNSWICK, THENCE ABOUT 0.25 MILE
 BR0022'WEST ALONG A SAND ROAD, THENCE ABOUT 0.15 MILE NORTHWEST AND WEST
 BR0022'ALONG ENTRANCE ROAD TO BRUNSWICK AIRPORT, ABOUT 0.1 MILE SOUTH OF
 BR0022'AIRPORT OFFICE, 80 FEET NORTH OF CENTER LINE OF ENTRANCE ROAD, 3 1/2
 BR0022'FEET WEST OF WEST CORNER OF CONCRETE BLOCK HANGAR BUILDING (THE
 BR0022'SOUTHEAST ONE OF THREE HANGARS), ABOUT 1 1/2 FEET ABOVE LEVEL OF
 BR0022'ENTRANCE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BR0022'INCHES.
 BR0022
 BR0022                          STATION RECOVERY (1975)
 BR0022
 BR0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0219 ***********************************************************************
 BR0219  DESIGNATION -  C 151
 BR0219  PID         -  BR0219
 BR0219  STATE/COUNTY-  GA/GLYNN
 BR0219  USGS QUAD   -  WAYNESVILLE (1993)
 BR0219
 BR0219                         *CURRENT SURVEY CONTROL
 BR0219  ___________________________________________________________________
 BR0219* NAD 83(1986)-  31 14 26.     (N)    081 45 15.     (W)     SCALED    
 BR0219* NAVD 88     -         4.298  (meters)      14.10   (feet)  ADJUSTED  
 BR0219  ___________________________________________________________________
 BR0219  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 BR0219  DYNAMIC HT  -           4.293 (meters)      14.08  (feet)  COMP
 BR0219  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BR0219
 BR0219  VERT ORDER  -  FIRST     CLASS II
 BR0219
 BR0219.The horizontal coordinates were scaled from a topographic map and have
 BR0219.an estimated accuracy of +/- 6 seconds.
 BR0219
 BR0219.The orthometric height was determined by differential leveling
 BR0219.and adjusted by the National Geodetic Survey in June 1991..
 BR0219
 BR0219.The geoid height was determined by GEOID03.
 BR0219
 BR0219.The dynamic height is computed by dividing the NAVD 88
 BR0219.geopotential number by the normal gravity value computed on the
 BR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0219.degrees latitude (g = 980.6199 gals.).
 BR0219
 BR0219.The modeled gravity was interpolated from observed gravity values.
 BR0219
 BR0219;                    North         East    Units  Estimated Accuracy
 BR0219;SPC GA E     -   137,590.      239,290.      MT  (+/- 180 meters Scaled)
 BR0219
 BR0219                          SUPERSEDED SURVEY CONTROL
 BR0219
 BR0219  NGVD 29 (??/??/92)    4.610  (m)           15.12   (f) ADJ UNCH    1 2
 BR0219
 BR0219.Superseded values are not recommended for survey control.
 BR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0219.See file dsdata.txt to determine how the superseded data were derived.
 BR0219
 BR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ281565(NAD 83)
 BR0219_MARKER: DB = BENCH MARK DISK
 BR0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BR0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BR0219_STAMPING: C 151 1956
 BR0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0219
 BR0219  HISTORY     - Date     Condition        Report By
 BR0219  HISTORY     - 1956     MONUMENTED       CGS
 BR0219
 BR0219                          STATION DESCRIPTION
 BR0219
 BR0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BR0219'2.4 MI E FROM WAYNESVILLE.
 BR0219'ABOUT 2.35 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BR0219'FROM THE STATION SIGN AT WAYNESVILLE, 3.1 MILES WEST OF THE
 BR0219'CROSSING OF THE SEABOARD AIR LINE RAILROAD AT BLADEN, 7 1/2 POLES
 BR0219'SOUTHEAST OF THE CROSSING OF THE BRANTLEY-GLYNN COUNTY LINE ROAD,
 BR0219'74 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 95 1/2 FEET SOUTH AND
 BR0219'ACROSS THE TRACK FROM MILE POST O 624, 39 FEET WEST-SOUTHWEST
 BR0219'OF A TELEPHONE POLE, 11 FEET EAST OF A 22-INCH GUM WITH TRIANGULAR
 BR0219'BLAZE, 1 3/4 FEET NORTHEAST OF FENCE LINE, 2 FEET BELOW THE LEVEL
 BR0219'OF THE TRACK AND IN THE TOP OF AN IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0149 ***********************************************************************
 BR0149  DESIGNATION -  C 152
 BR0149  PID         -  BR0149
 BR0149  STATE/COUNTY-  GA/MCINTOSH
 BR0149  USGS QUAD   -  RIDGEVILLE (1993)
 BR0149
 BR0149                         *CURRENT SURVEY CONTROL
 BR0149  ___________________________________________________________________
 BR0149* NAD 83(1986)-  31 25 34.     (N)    081 29 32.     (W)     SCALED    
 BR0149* NAVD 88     -         1.317  (meters)       4.32   (feet)  ADJUSTED  
 BR0149  ___________________________________________________________________
 BR0149  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 BR0149  DYNAMIC HT  -           1.315 (meters)       4.31  (feet)  COMP
 BR0149  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 BR0149
 BR0149  VERT ORDER  -  SECOND    CLASS 0
 BR0149
 BR0149.The horizontal coordinates were scaled from a topographic map and have
 BR0149.an estimated accuracy of +/- 6 seconds.
 BR0149
 BR0149.The orthometric height was determined by differential leveling
 BR0149.and adjusted by the National Geodetic Survey in June 1991..
 BR0149
 BR0149.The geoid height was determined by GEOID03.
 BR0149
 BR0149.The dynamic height is computed by dividing the NAVD 88
 BR0149.geopotential number by the normal gravity value computed on the
 BR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0149.degrees latitude (g = 980.6199 gals.).
 BR0149
 BR0149.The modeled gravity was interpolated from observed gravity values.
 BR0149
 BR0149;                    North         East    Units  Estimated Accuracy
 BR0149;SPC GA E     -   158,290.      264,120.      MT  (+/- 180 meters Scaled)
 BR0149
 BR0149                          SUPERSEDED SURVEY CONTROL
 BR0149
 BR0149  NGVD 29 (??/??/92)    1.61   (m)            5.3    (f) COMPUTED    2 0
 BR0149
 BR0149.Superseded values are not recommended for survey control.
 BR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0149.See file dsdata.txt to determine how the superseded data were derived.
 BR0149
 BR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ532769(NAD 83)
 BR0149_MARKER: DB = BENCH MARK DISK
 BR0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0149_STAMPING: C 152 1956
 BR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0149+STABILITY: SURFACE MOTION
 BR0149
 BR0149  HISTORY     - Date     Condition        Report By
 BR0149  HISTORY     - 1956     MONUMENTED       CGS
 BR0149  HISTORY     - 1960     GOOD             NGS
 BR0149  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0149
 BR0149                          STATION DESCRIPTION
 BR0149
 BR0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BR0149'4.6 MI SE FROM COX.
 BR0149'ABOUT 4.6 MILES SE ALONG NO. 251 GEORGIA HIGHWAY FROM THE
 BR0149'SEABOARD AIR LINE RAILROAD CROSSING AT COX, THENCE 0.25 MILE IN
 BR0149'MAGNETIC BEARING S 80 DEGREE E ALONG THE OLD TRACE OF THE
 BR0149'HIGHWAY FROM THE BRIDGE OVER A CREEK, ABOUT 250 YARDS W OF A
 BR0149'CURVE IN THE TRACE OF THE OLD ROAD, 98 FEET NE OF A POWER POLE, 75
 BR0149'FEET E OF THE POWER LINE, 41 FEET OF THE CENTER LINE OF THE OLD
 BR0149'ROAD TRACE, 34 FEET SE OF TRIANGLE BLAZE ON 14-INCH OAK TREE,
 BR0149'23 FEET W OF CENTER LINE OF OLD WOODS ROAD, 1.5 FEET ESE OF
 BR0149'STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BR0149
 BR0149                          STATION RECOVERY (1975)
 BR0149
 BR0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0566 ***********************************************************************
 BS0566  DESIGNATION -  C 153
 BS0566  PID         -  BS0566
 BS0566  STATE/COUNTY-  GA/ATKINSON
 BS0566  USGS QUAD   -  WILLACOOCHEE (1972)
 BS0566
 BS0566                         *CURRENT SURVEY CONTROL
 BS0566  ___________________________________________________________________
 BS0566* NAD 83(1986)-  31 19 35.     (N)    083 00 01.     (W)     SCALED    
 BS0566* NAVD 88     -        69.826  (meters)     229.09   (feet)  ADJUSTED  
 BS0566  ___________________________________________________________________
 BS0566  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS0566  DYNAMIC HT  -          69.742 (meters)     228.81  (feet)  COMP
 BS0566  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BS0566
 BS0566  VERT ORDER  -  FIRST     CLASS I
 BS0566
 BS0566.The horizontal coordinates were scaled from a topographic map and have
 BS0566.an estimated accuracy of +/- 6 seconds.
 BS0566
 BS0566.The orthometric height was determined by differential leveling
 BS0566.and adjusted by the National Geodetic Survey in June 1991..
 BS0566
 BS0566.The geoid height was determined by GEOID03.
 BS0566
 BS0566.The dynamic height is computed by dividing the NAVD 88
 BS0566.geopotential number by the normal gravity value computed on the
 BS0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0566.degrees latitude (g = 980.6199 gals.).
 BS0566
 BS0566.The modeled gravity was interpolated from observed gravity values.
 BS0566
 BS0566;                    North         East    Units  Estimated Accuracy
 BS0566;SPC GA E     -   147,330.      120,670.      MT  (+/- 180 meters Scaled)
 BS0566
 BS0566                          SUPERSEDED SURVEY CONTROL
 BS0566
 BS0566  NGVD 29 (??/??/92)   70.055  (m)          229.84   (f) ADJ UNCH    1 1
 BS0566
 BS0566.Superseded values are not recommended for survey control.
 BS0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0566.See file dsdata.txt to determine how the superseded data were derived.
 BS0566
 BS0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ096675(NAD 83)
 BS0566_MARKER: DB = BENCH MARK DISK
 BS0566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0566_SP_SET: 20 FEET
 BS0566_STAMPING: C 153 1957
 BS0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0566
 BS0566  HISTORY     - Date     Condition        Report By
 BS0566  HISTORY     - 1957     MONUMENTED       CGS
 BS0566  HISTORY     - 1974     GOOD             NGS
 BS0566
 BS0566                          STATION DESCRIPTION
 BS0566
 BS0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0566'2.8 MI E FROM WILLACOOCHEE.
 BS0566'ABOUT 2.85 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0566'FROM THE STATION AT WILLACOOCHEE, AT LELIATON, 0.15 MILE EAST OF
 BS0566'MILEPOST NO. P-627, 110 1/2 FEET SOUTH OF THE SOUTH RAIL, 155 FEET
 BS0566'SOUTHWEST OF THE INTERSECTION OF A ROAD CROSSING AND MAIN TRACK,
 BS0566'20 FEET NORTHWEST OF THE NORTHWEST CORNER OF SHEFFIELD GROCERY
 BS0566'STORE, 14 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK,
 BS0566'7 FEET EAST OF POWER LINE POLE NO. 1889, 1/2 FOOT NORTHEAST OF A
 BS0566'BOARD FENCE WITH CONCRETE BLOCK FENCE POST, 1 1/2 FEET BELOW THE
 BS0566'LEVEL OF THE TRACK, A DISK ON TOP OF A COPPER COATED STEEL ROD
 BS0566'FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH TILE PROJECTING 1
 BS0566'INCH.  ROD WAS DRIVEN TO A DEPTH OF 20 FEET TO REFUSAL.
 BS0566
 BS0566                          STATION RECOVERY (1974)
 BS0566
 BS0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1722 ***********************************************************************
 BD1722  DESIGNATION -  C 154 GA
 BD1722  PID         -  BD1722
 BD1722  STATE/COUNTY-  GA/CLINCH
 BD1722  USGS QUAD   -  FARGO (1987)
 BD1722
 BD1722                         *CURRENT SURVEY CONTROL
 BD1722  ___________________________________________________________________
 BD1722* NAD 83(1986)-  30 41 12.     (N)    082 33 39.     (W)     SCALED    
 BD1722* NAVD 88     -        34.595  (meters)     113.50   (feet)  ADJUSTED  
 BD1722  ___________________________________________________________________
 BD1722  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BD1722  DYNAMIC HT  -          34.550 (meters)     113.35  (feet)  COMP
 BD1722  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 BD1722
 BD1722  VERT ORDER  -  FIRST     CLASS II
 BD1722
 BD1722.The horizontal coordinates were scaled from a topographic map and have
 BD1722.an estimated accuracy of +/- 6 seconds.
 BD1722
 BD1722.The orthometric height was determined by differential leveling
 BD1722.and adjusted by the National Geodetic Survey in June 1991..
 BD1722
 BD1722.The geoid height was determined by GEOID03.
 BD1722
 BD1722.The dynamic height is computed by dividing the NAVD 88
 BD1722.geopotential number by the normal gravity value computed on the
 BD1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1722.degrees latitude (g = 980.6199 gals.).
 BD1722
 BD1722.The modeled gravity was interpolated from observed gravity values.
 BD1722
 BD1722;                    North         East    Units  Estimated Accuracy
 BD1722;SPC GA E     -    76,180.      162,240.      MT  (+/- 180 meters Scaled)
 BD1722
 BD1722                          SUPERSEDED SURVEY CONTROL
 BD1722
 BD1722  NGVD 29 (??/??/92)   34.858  (m)          114.36   (f) ADJ UNCH    1 2
 BD1722
 BD1722.Superseded values are not recommended for survey control.
 BD1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1722.See file dsdata.txt to determine how the superseded data were derived.
 BD1722
 BD1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP504959(NAD 83)
 BD1722_MARKER: DB = BENCH MARK DISK
 BD1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1722_STAMPING: C 154 1957
 BD1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1722+STABILITY: SURFACE MOTION
 BD1722
 BD1722  HISTORY     - Date     Condition        Report By
 BD1722  HISTORY     - 1957     MONUMENTED       CGS
 BD1722
 BD1722                          STATION DESCRIPTION
 BD1722
 BD1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1722'AT FARGO.
 BD1722'AT FARGO, ABOUT 0.1 MILE EAST OF U.S. HIGHWAY 441, SET DIRECTLY
 BD1722'BENEATH THE ST. REGIS PAPER COMPANY FIRE TOWER, 284 FEET
 BD1722'NORTH-NORTHWEST AND ACROSS A SAND STREET FROM THE NORTHWEST CORNER
 BD1722'OF A METHODIST CHURCH, 63 FEET WEST OF THE CENTER LINE OF A
 BD1722'NORTH-SOUTH STREET, 93 FEET SOUTHWEST OF THE CENTER OF THE
 BD1722'INTERSECTION OF SAND STRETS, 43 FEET SOUTH OF THE CENTER LINE
 BD1722'OF A SAND STREET LEADING WEST, 11 FEET NORTHEAST OF THE SOUTHWEST
 BD1722'LEG FOUNDATION FOR THE TOWER, 2 FEET SOUTH OF A WHITE WOODEN
 BD1722'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BD1722'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1551 ***********************************************************************
 BD1551  DESIGNATION -  C 155 GA
 BD1551  PID         -  BD1551
 BD1551  STATE/COUNTY-  GA/LOWNDES
 BD1551  USGS QUAD   -  VALDOSTA (1988)
 BD1551
 BD1551                         *CURRENT SURVEY CONTROL
 BD1551  ___________________________________________________________________
 BD1551* NAD 83(1986)-  30 47 05.     (N)    083 16 34.     (W)     SCALED    
 BD1551* NAVD 88     -        60.192  (meters)     197.48   (feet)  ADJUSTED  
 BD1551  ___________________________________________________________________
 BD1551  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BD1551  DYNAMIC HT  -          60.115 (meters)     197.23  (feet)  COMP
 BD1551  MODELED GRAV-     979,365.3   (mgal)                       NAVD 88
 BD1551
 BD1551  VERT ORDER  -  FIRST     CLASS II
 BD1551
 BD1551.This mark is at Valdosta Airport (VLD)
 BD1551
 BD1551.The horizontal coordinates were scaled from a topographic map and have
 BD1551.an estimated accuracy of +/- 6 seconds.
 BD1551
 BD1551.The orthometric height was determined by differential leveling
 BD1551.and adjusted by the National Geodetic Survey in June 1991..
 BD1551
 BD1551.The geoid height was determined by GEOID03.
 BD1551
 BD1551.The dynamic height is computed by dividing the NAVD 88
 BD1551.geopotential number by the normal gravity value computed on the
 BD1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1551.degrees latitude (g = 980.6199 gals.).
 BD1551
 BD1551.The modeled gravity was interpolated from observed gravity values.
 BD1551
 BD1551;                    North         East    Units  Estimated Accuracy
 BD1551;SPC GA W     -    87,320.      785,240.      MT  (+/- 180 meters Scaled)
 BD1551
 BD1551                          SUPERSEDED SURVEY CONTROL
 BD1551
 BD1551  NGVD 29 (??/??/92)   60.395  (m)          198.15   (f) ADJ UNCH    1 2
 BD1551
 BD1551.Superseded values are not recommended for survey control.
 BD1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1551.See file dsdata.txt to determine how the superseded data were derived.
 BD1551
 BD1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ821079(NAD 83)
 BD1551_MARKER: DB = BENCH MARK DISK
 BD1551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD1551_SP_SET: CONCRETE FOUNDATION
 BD1551_STAMPING: C 155 1957
 BD1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1551
 BD1551  HISTORY     - Date     Condition        Report By
 BD1551  HISTORY     - 1957     MONUMENTED       CGS
 BD1551  HISTORY     - 1959     GOOD             NGS
 BD1551
 BD1551                          STATION DESCRIPTION
 BD1551
 BD1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1551'2.7 MI S FROM VALDOSTA.
 BD1551'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE JUNCTION
 BD1551'OF U.S. HIGHWAY 41 AT VALDOSTA, AT THE VALDOSTA MUNICIPAL
 BD1551'AIRPORT, SET VERTICALLY IN THE CONCRETE FOUNDATION SUPPORTING
 BD1551'THE WIND SOCK, 499 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH
 BD1551'RUNWAY, 418 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST TAXI
 BD1551'STRIP, ABOUT 0.25 MILE NORTHWEST OF THE ADMINISTRATION BUILDING,
 BD1551'1 FOOT WEST OF THE SOUTHEAST CORNER OF THE BASE AND 1/2-FOOT
 BD1551'ABOVE THE GROUND.
 BD1551
 BD1551                          STATION RECOVERY (1959)
 BD1551
 BD1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 BD1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1103 ***********************************************************************
 BS1103  DESIGNATION -  C 156
 BS1103  PID         -  BS1103
 BS1103  STATE/COUNTY-  GA/WORTH
 BS1103  USGS QUAD   -  ACREE (1988)
 BS1103
 BS1103                         *CURRENT SURVEY CONTROL
 BS1103  ___________________________________________________________________
 BS1103* NAD 83(1986)-  31 33 01.     (N)    083 58 07.     (W)     SCALED    
 BS1103* NAVD 88     -        77.519  (meters)     254.33   (feet)  ADJUSTED  
 BS1103  ___________________________________________________________________
 BS1103  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BS1103  DYNAMIC HT  -          77.425 (meters)     254.02  (feet)  COMP
 BS1103  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 BS1103
 BS1103  VERT ORDER  -  FIRST     CLASS I
 BS1103
 BS1103.The horizontal coordinates were scaled from a topographic map and have
 BS1103.an estimated accuracy of +/- 6 seconds.
 BS1103
 BS1103.The orthometric height was determined by differential leveling
 BS1103.and adjusted by the National Geodetic Survey in June 1991..
 BS1103.WARNING-Repeat measurements at this control monument indicate possible
 BS1103.vertical movement.
 BS1103
 BS1103.The geoid height was determined by GEOID03.
 BS1103
 BS1103.The dynamic height is computed by dividing the NAVD 88
 BS1103.geopotential number by the normal gravity value computed on the
 BS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1103.degrees latitude (g = 980.6199 gals.).
 BS1103
 BS1103.The modeled gravity was interpolated from observed gravity values.
 BS1103
 BS1103;                    North         East    Units  Estimated Accuracy
 BS1103;SPC GA W     -   171,870.      718,800.      MT  (+/- 180 meters Scaled)
 BS1103
 BS1103                          SUPERSEDED SURVEY CONTROL
 BS1103
 BS1103  NGVD 29 (??/??/92)   77.691  (m)          254.89   (f) ADJ UNCH    1 1
 BS1103
 BS1103.Superseded values are not recommended for survey control.
 BS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1103.See file dsdata.txt to determine how the superseded data were derived.
 BS1103
 BS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ181944(NAD 83)
 BS1103_MARKER: DB = BENCH MARK DISK
 BS1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1103_STAMPING: C 156 1957
 BS1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1103+STABILITY: SURFACE MOTION
 BS1103
 BS1103  HISTORY     - Date     Condition        Report By
 BS1103  HISTORY     - 1957     MONUMENTED       CGS
 BS1103  HISTORY     - 1974     GOOD             NGS
 BS1103
 BS1103                          STATION DESCRIPTION
 BS1103
 BS1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1103'1.7 MI E FROM ACREE.
 BS1103'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 BS1103'OF A NORTH-SOUTH GRAVEL ROAD AT ACREE, 1.55 MILES EAST ALONG THE
 BS1103'ATLANTIC COAST LINE RAILROAD FROM THE STATION SIGN AT ACREE, 56
 BS1103'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET NORTH AND
 BS1103'AT RIGHT ANGLE ACROSS THE TRACK FROM MILEPOST NO. P 688, 31 FEET
 BS1103'NORTH OF THE NORTH RAIL OF THE ATLANTIC COAST LINE RAILROAD, 124
 BS1103'FEET EAST-SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 BS1103'OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 210 FEET EAST OF A
 BS1103'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET EAST OF A WHITE
 BS1103'WOODEN WITNESS POST, 1 FOOT BELOW THE TOP OF THE RAIL AND SET IN
 BS1103'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BS1103
 BS1103                          STATION RECOVERY (1974)
 BS1103
 BS1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0726 ***********************************************************************
 BS0726  DESIGNATION -  C 157
 BS0726  PID         -  BS0726
 BS0726  STATE/COUNTY-  GA/TIFT
 BS0726  USGS QUAD   -  TIFTON WEST (1988)
 BS0726
 BS0726                         *CURRENT SURVEY CONTROL
 BS0726  ___________________________________________________________________
 BS0726* NAD 83(1986)-  31 27 17.     (N)    083 30 38.     (W)     SCALED    
 BS0726* NAVD 88     -       112.757  (meters)     369.94   (feet)  ADJUSTED  
 BS0726  ___________________________________________________________________
 BS0726  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BS0726  DYNAMIC HT  -         112.625 (meters)     369.50  (feet)  COMP
 BS0726  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 BS0726
 BS0726  VERT ORDER  -  FIRST     CLASS I
 BS0726
 BS0726.The horizontal coordinates were scaled from a topographic map and have
 BS0726.an estimated accuracy of +/- 6 seconds.
 BS0726
 BS0726.The orthometric height was determined by differential leveling
 BS0726.and adjusted by the National Geodetic Survey in June 1991..
 BS0726
 BS0726.The geoid height was determined by GEOID03.
 BS0726
 BS0726.The dynamic height is computed by dividing the NAVD 88
 BS0726.geopotential number by the normal gravity value computed on the
 BS0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0726.degrees latitude (g = 980.6199 gals.).
 BS0726
 BS0726.The modeled gravity was interpolated from observed gravity values.
 BS0726
 BS0726;                    North         East    Units  Estimated Accuracy
 BS0726;SPC GA W     -   161,450.      762,360.      MT  (+/- 180 meters Scaled)
 BS0726
 BS0726                          SUPERSEDED SURVEY CONTROL
 BS0726
 BS0726  NGVD 29 (??/??/92)  112.951  (m)          370.57   (f) ADJ UNCH    1 1
 BS0726
 BS0726.Superseded values are not recommended for survey control.
 BS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0726.See file dsdata.txt to determine how the superseded data were derived.
 BS0726
 BS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ614827(NAD 83)
 BS0726_MARKER: DB = BENCH MARK DISK
 BS0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0726_SP_SET: BUILDING
 BS0726_STAMPING: C 157 1957
 BS0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0726
 BS0726  HISTORY     - Date     Condition        Report By
 BS0726  HISTORY     - 1957     MONUMENTED       CGS
 BS0726  HISTORY     - 1976     GOOD             LOCENG
 BS0726
 BS0726                          STATION DESCRIPTION
 BS0726
 BS0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0726'AT TIFTON.
 BS0726'AT TIFTON, SET VERTICALLY IN THE BRICK FACE AND NEAR THE NORTHWEST
 BS0726'CORNER OF THE CITY HALL, 25 FEET EAST OF THE EAST CURB OF NORTH
 BS0726'CENTRAL AVENUE, 29 FEET SOUTH OF THE SOUTH CURB OF WEST 2ND
 BS0726'STREET, 1.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING
 BS0726'AND 1.7 FEET ABOVE THE GROUND.
 BS0726
 BS0726                          STATION RECOVERY (1976)
 BS0726
 BS0726'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BS0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0509 ***********************************************************************
 BT0509  DESIGNATION -  C 158
 BT0509  PID         -  BT0509
 BT0509  STATE/COUNTY-  GA/WEBSTER
 BT0509  USGS QUAD   -  PARROTT (1972)
 BT0509
 BT0509                         *CURRENT SURVEY CONTROL
 BT0509  ___________________________________________________________________
 BT0509* NAD 83(1986)-  31 57 22.     (N)    084 35 16.     (W)     SCALED    
 BT0509* NAVD 88     -       149.820  (meters)     491.53   (feet)  ADJUSTED  
 BT0509  ___________________________________________________________________
 BT0509  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT0509  DYNAMIC HT  -         149.644 (meters)     490.96  (feet)  COMP
 BT0509  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 BT0509
 BT0509  VERT ORDER  -  FIRST     CLASS I
 BT0509
 BT0509.The horizontal coordinates were scaled from a topographic map and have
 BT0509.an estimated accuracy of +/- 6 seconds.
 BT0509
 BT0509.The orthometric height was determined by differential leveling
 BT0509.and adjusted by the National Geodetic Survey in June 1991..
 BT0509
 BT0509.The geoid height was determined by GEOID03.
 BT0509
 BT0509.The dynamic height is computed by dividing the NAVD 88
 BT0509.geopotential number by the normal gravity value computed on the
 BT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0509.degrees latitude (g = 980.6199 gals.).
 BT0509
 BT0509.The modeled gravity was interpolated from observed gravity values.
 BT0509
 BT0509;                    North         East    Units  Estimated Accuracy
 BT0509;SPC GA W     -   216,930.      660,190.      MT  (+/- 180 meters Scaled)
 BT0509
 BT0509                          SUPERSEDED SURVEY CONTROL
 BT0509
 BT0509  NGVD 29 (??/??/92)  149.887  (m)          491.75   (f) ADJ UNCH    1 1
 BT0509
 BT0509.Superseded values are not recommended for survey control.
 BT0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0509.See file dsdata.txt to determine how the superseded data were derived.
 BT0509
 BT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA279381(NAD 83)
 BT0509_MARKER: DB = BENCH MARK DISK
 BT0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0509_STAMPING: C 158 1957
 BT0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0509+STABILITY: SURFACE MOTION
 BT0509
 BT0509  HISTORY     - Date     Condition        Report By
 BT0509  HISTORY     - 1957     MONUMENTED       CGS
 BT0509  HISTORY     - 1974     GOOD             NGS
 BT0509
 BT0509                          STATION DESCRIPTION
 BT0509
 BT0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BT0509'2.2 MI SE FROM WESTON.
 BT0509'ABOUT 2.15 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0509'FROM THE CROSSING OF STATE HIGHWAY 41 AT WESTON, 147 1/2 FEET
 BT0509'SOUTHWEST AND ACROSS STATE HIGHWAY 55 FROM THE SOUTHWEST RAIL, 0.4
 BT0509'MILE SOUTHEAST OF MILEPOST 50, 49 1/2 FEET SOUTHWEST OF THE CENTER
 BT0509'LINE OF STATE HIGHWAY 55, 136 FEET WEST AND ACROSS STATE HIGHWAY 55
 BT0509'FROM TELEPHONE POLE NO. 27, 0.65 MILE NORTHWEST OF THE JUNCTION OF
 BT0509'A GRADED ROAD LEADING SOUTH, 26 1/2 FEET NORTHEAST OF THE CENTER LINE
 BT0509'OF AN OLD ROAD BED, 78 YARDS NORTHWEST OF A HIGHWAY RIGHT-OF-WAY
 BT0509'MARKER, 160 YARDS NORTHWEST OF THE PORCH ENTRANCE TO THE FARM HOME
 BT0509'OF G.H. PATTERSON, 2 FEET EAST OF A WHITE CONCRETE WITNESS POST,
 BT0509'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BT0509'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 BT0509
 BT0509                          STATION RECOVERY (1974)
 BT0509
 BT0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0195 ***********************************************************************
 BT0195  DESIGNATION -  C 159
 BT0195  PID         -  BT0195
 BT0195  STATE/COUNTY-  GA/TERRELL
 BT0195  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT0195
 BT0195                         *CURRENT SURVEY CONTROL
 BT0195  ___________________________________________________________________
 BT0195* NAD 83(1986)-  31 44 58.     (N)    084 25 14.     (W)     SCALED    
 BT0195* NAVD 88     -        94.526  (meters)     310.12   (feet)  ADJUSTED  
 BT0195  ___________________________________________________________________
 BT0195  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT0195  DYNAMIC HT  -          94.414 (meters)     309.76  (feet)  COMP
 BT0195  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BT0195
 BT0195  VERT ORDER  -  FIRST     CLASS I
 BT0195
 BT0195.This mark is at Dawson Municipal Airport (16J)
 BT0195
 BT0195.The horizontal coordinates were scaled from a topographic map and have
 BT0195.an estimated accuracy of +/- 6 seconds.
 BT0195
 BT0195.The orthometric height was determined by differential leveling
 BT0195.and adjusted by the National Geodetic Survey in June 1991..
 BT0195
 BT0195.The geoid height was determined by GEOID03.
 BT0195
 BT0195.The dynamic height is computed by dividing the NAVD 88
 BT0195.geopotential number by the normal gravity value computed on the
 BT0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0195.degrees latitude (g = 980.6199 gals.).
 BT0195
 BT0195.The modeled gravity was interpolated from observed gravity values.
 BT0195
 BT0195;                    North         East    Units  Estimated Accuracy
 BT0195;SPC GA W     -   193,970.      675,950.      MT  (+/- 180 meters Scaled)
 BT0195
 BT0195                          SUPERSEDED SURVEY CONTROL
 BT0195
 BT0195  NGVD 29 (??/??/92)   94.631  (m)          310.47   (f) ADJ UNCH    1 1
 BT0195
 BT0195.Superseded values are not recommended for survey control.
 BT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0195.See file dsdata.txt to determine how the superseded data were derived.
 BT0195
 BT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA443155(NAD 83)
 BT0195_MARKER: DB = BENCH MARK DISK
 BT0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0195_SP_SET: CULVERT
 BT0195_STAMPING: C 159 1957
 BT0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0195
 BT0195  HISTORY     - Date     Condition        Report By
 BT0195  HISTORY     - 1957     MONUMENTED       CGS
 BT0195  HISTORY     - 1974     GOOD             NGS
 BT0195  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BT0195
 BT0195                          STATION DESCRIPTION
 BT0195
 BT0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0195'2.8 MI SE FROM DAWSON.
 BT0195'0.1 MILE WEST ALONG EAST LEE STREET FROM THE POST OFFICE AT
 BT0195'DAWSON, THENCE 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 TO THE
 BT0195'NORTHWEST CORNER OF TERRELL COUNTY AIRPORT, 0.1 MILE NORTHWEST OF
 BT0195'JUNCTION OF DRIVE WAY LEADING WEST TO THE AIRPORT, ON TOP AND
 BT0195'AT THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 3-FOOT
 BT0195'CONCRETE CULVERT UNDER THE HIGHWAY, AT THE BOTTOM OF A GRADE AND
 BT0195'ABOUT IN LINE WITH THE PROLONGATION OF THE CENTERLINE OF THE
 BT0195'NORTH-SOUTH RUNWAY OF THE AIRPORT, 22 FEET NORTHEAST OF CENTERLINE
 BT0195'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 BT0195
 BT0195                          STATION RECOVERY (1987)
 BT0195
 BT0195'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1385 ***********************************************************************
 BT1385  DESIGNATION -  C 159 RESET 1982
 BT1385  PID         -  BT1385
 BT1385  STATE/COUNTY-  GA/TERRELL
 BT1385  USGS QUAD   -  CHICKASAWHATCHEE (1973)
 BT1385
 BT1385                         *CURRENT SURVEY CONTROL
 BT1385  ___________________________________________________________________
 BT1385* NAD 83(1986)-  31 44 58.     (N)    084 25 14.     (W)     SCALED    
 BT1385* NAVD 88     -        94.30   (meters)     309.4    (feet)  RESET     
 BT1385  ___________________________________________________________________
 BT1385  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT1385
 BT1385  VERT ORDER  -  THIRD
 BT1385
 BT1385.This mark is at Dawson Municipal Airport (16J)
 BT1385
 BT1385.The horizontal coordinates were scaled from a topographic map and have
 BT1385.an estimated accuracy of +/- 6 seconds.
 BT1385
 BT1385.The orthometric height was computed from unverified reset data.
 BT1385
 BT1385.The geoid height was determined by GEOID03.
 BT1385
 BT1385;                    North         East    Units  Estimated Accuracy
 BT1385;SPC GA W     -   193,970.      675,950.      MT  (+/- 180 meters Scaled)
 BT1385
 BT1385                          SUPERSEDED SURVEY CONTROL
 BT1385
 BT1385  NGVD 29 (11/20/03)   94.40   (m)          309.7    (f) RESET       3  
 BT1385
 BT1385.Superseded values are not recommended for survey control.
 BT1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1385.See file dsdata.txt to determine how the superseded data were derived.
 BT1385
 BT1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA443155(NAD 83)
 BT1385_MARKER: DB = BENCH MARK DISK
 BT1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1385_STAMPING: C 159 RESET 1982
 BT1385_PROJECTION: FLUSH
 BT1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1385+STABILITY: SURFACE MOTION
 BT1385
 BT1385  HISTORY     - Date     Condition        Report By
 BT1385  HISTORY     - 1982     MONUMENTED       GADT
 BT1385
 BT1385                          STATION DESCRIPTION
 BT1385
 BT1385'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982
 BT1385'2.6 MI EAST FROM DAWSON.
 BT1385'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 82 FROM THE CITY HALL AND
 BT1385'FIRE STATION IN DAWSON, 0.1 MILE NORTHWEST OF THE JUNCTION OF
 BT1385'DRIVEWAY LEADING WEST TO THE TERRELL COUNTY AIRPORT, 2.0 FEET
 BT1385'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL OF A 3-FOOT
 BT1385'CONCRETE CULVERT UNDER THE HIGHWAY, 1-FOOT NORTHWEST OF NORTHWEST
 BT1385'SIDE OF CULVERT, 27.0 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 BT1385'LINE OF U.S. HIGHWAY 82.
 BT1385'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1531 ***********************************************************************
 BD1531  DESIGNATION -  C 161
 BD1531  PID         -  BD1531
 BD1531  STATE/COUNTY-  GA/LOWNDES
 BD1531  USGS QUAD   -  VALDOSTA (1988)
 BD1531
 BD1531                         *CURRENT SURVEY CONTROL
 BD1531  ___________________________________________________________________
 BD1531* NAD 83(1986)-  30 50 25.     (N)    083 19 18.     (W)     SCALED    
 BD1531* NAVD 88     -        62.193  (meters)     204.04   (feet)  ADJUSTED  
 BD1531  ___________________________________________________________________
 BD1531  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BD1531  DYNAMIC HT  -          62.114 (meters)     203.79  (feet)  COMP
 BD1531  MODELED GRAV-     979,368.4   (mgal)                       NAVD 88
 BD1531
 BD1531  VERT ORDER  -  FIRST     CLASS I
 BD1531
 BD1531.The horizontal coordinates were scaled from a topographic map and have
 BD1531.an estimated accuracy of +/- 6 seconds.
 BD1531
 BD1531.The orthometric height was determined by differential leveling
 BD1531.and adjusted by the National Geodetic Survey in June 1991..
 BD1531
 BD1531.The geoid height was determined by GEOID03.
 BD1531
 BD1531.The dynamic height is computed by dividing the NAVD 88
 BD1531.geopotential number by the normal gravity value computed on the
 BD1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1531.degrees latitude (g = 980.6199 gals.).
 BD1531
 BD1531.The modeled gravity was interpolated from observed gravity values.
 BD1531
 BD1531;                    North         East    Units  Estimated Accuracy
 BD1531;SPC GA W     -    93,450.      780,830.      MT  (+/- 180 meters Scaled)
 BD1531
 BD1531                          SUPERSEDED SURVEY CONTROL
 BD1531
 BD1531  NGVD 29 (??/??/92)   62.394  (m)          204.70   (f) ADJ UNCH    1 1
 BD1531
 BD1531.Superseded values are not recommended for survey control.
 BD1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1531.See file dsdata.txt to determine how the superseded data were derived.
 BD1531
 BD1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ779142(NAD 83)
 BD1531_MARKER: DB = BENCH MARK DISK
 BD1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1531_STAMPING: C 161 1957
 BD1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1531+STABILITY: SURFACE MOTION
 BD1531
 BD1531  HISTORY     - Date     Condition        Report By
 BD1531  HISTORY     - 1957     MONUMENTED       CGS
 BD1531  HISTORY     - 1975     GOOD             NGS
 BD1531
 BD1531                          STATION DESCRIPTION
 BD1531
 BD1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1531'2.9 MI NW FROM VALDOSTA.
 BD1531'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE
 BD1531'COUNTY COURT HOUSE AT VALDOSTA, 35 FEET NORTHEAST OF THE
 BD1531'CENTER LINE OF THE HIGHWAY, 132 1/2 FEET SOUTH-SOUTHEAST AND
 BD1531'ACROSS A DRIVEWAY FROM SOUTH CORNER OF A CONCRETE BLOCK HOUSE
 BD1531'UNDER CONSTRUCTION IN 1957, 44 FEET SOUTHEAST OF THE CENTER
 BD1531'LINE OF DRIVEWAY, 13 1/2 FEET WEST OF POWER LINE POLE NO. VS
 BD1531'402, 3 1/2 FEET WEST-NORTHWEST OF A FENCE CORNER, 9 FEET NORTH
 BD1531'OF A TELEPHONE POLE, 3 1/2 FEET NORTHWEST OF A WHITE WOODEN
 BD1531'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 BD1531'OF A CONCRETE POST PROJECTING 1 INCH.
 BD1531
 BD1531                          STATION RECOVERY (1975)
 BD1531
 BD1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BD1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1773 ***********************************************************************
 BD1773  DESIGNATION -  C 163
 BD1773  PID         -  BD1773
 BD1773  STATE/COUNTY-  GA/BROOKS
 BD1773  USGS QUAD   -  QUITMAN (1987)
 BD1773
 BD1773                         *CURRENT SURVEY CONTROL
 BD1773  ___________________________________________________________________
 BD1773* NAD 83(1986)-  30 48 28.     (N)    083 34 55.     (W)     SCALED    
 BD1773* NAVD 88     -        57.705  (meters)     189.32   (feet)  ADJUSTED  
 BD1773  ___________________________________________________________________
 BD1773  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BD1773  DYNAMIC HT  -          57.631 (meters)     189.08  (feet)  COMP
 BD1773  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 BD1773
 BD1773  VERT ORDER  -  FIRST     CLASS II
 BD1773
 BD1773.The horizontal coordinates were scaled from a topographic map and have
 BD1773.an estimated accuracy of +/- 6 seconds.
 BD1773
 BD1773.The orthometric height was determined by differential leveling
 BD1773.and adjusted by the National Geodetic Survey in June 1991..
 BD1773
 BD1773.The geoid height was determined by GEOID03.
 BD1773
 BD1773.The dynamic height is computed by dividing the NAVD 88
 BD1773.geopotential number by the normal gravity value computed on the
 BD1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1773.degrees latitude (g = 980.6199 gals.).
 BD1773
 BD1773.The modeled gravity was interpolated from observed gravity values.
 BD1773
 BD1773;                    North         East    Units  Estimated Accuracy
 BD1773;SPC GA W     -    89,690.      755,950.      MT  (+/- 180 meters Scaled)
 BD1773
 BD1773                          SUPERSEDED SURVEY CONTROL
 BD1773
 BD1773  NGVD 29 (??/??/92)   57.914  (m)          190.01   (f) ADJ UNCH    1 2
 BD1773
 BD1773.Superseded values are not recommended for survey control.
 BD1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1773.See file dsdata.txt to determine how the superseded data were derived.
 BD1773
 BD1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ529111(NAD 83)
 BD1773_MARKER: DB = BENCH MARK DISK
 BD1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1773_STAMPING: C 163 1957
 BD1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1773+STABILITY: SURFACE MOTION
 BD1773
 BD1773  HISTORY     - Date     Condition        Report By
 BD1773  HISTORY     - 1957     MONUMENTED       CGS
 BD1773
 BD1773                          STATION DESCRIPTION
 BD1773
 BD1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD1773'2.5 MI NW FROM QUITMAN.
 BD1773'ABOUT 0.75 MILE WEST ALONG SCREVEN STREET (U.S. HIGHWAY 84)
 BD1773'FROM THE POST OFFICE AT QUITMAN, THENCE ABOUT 1.75 MILES
 BD1773'NORTHWEST ALONG A BLACK TOP ROAD, AT ENTRANCE TO BROOKS COUNTY
 BD1773'AIRPORT, 39 FEET SOUTHWEST OF CENTER LINE OF BLACK TOP ROAD,
 BD1773'19 FEET NORTHWEST OF CENTER LINE OF DRIVE TO AIRPORT, 1 FOOT
 BD1773'NORTHEAST OF A FENCE LINE, 16 1/2 FEET SOUTHWEST OF NORTHWEST
 BD1773'END OF A 15-INCH PIPE CULVERT UNDER ENTRANCE DRIVE, 2 FEET NORTH
 BD1773'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 BD1773'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0803 ***********************************************************************
 BS0803  DESIGNATION -  C 164
 BS0803  PID         -  BS0803
 BS0803  STATE/COUNTY-  GA/COLQUITT
 BS0803  USGS QUAD   -  SIGSBEE (1983)
 BS0803
 BS0803                         *CURRENT SURVEY CONTROL
 BS0803  ___________________________________________________________________
 BS0803* NAD 83(1986)-  31 15 39.     (N)    083 51 14.     (W)     SCALED    
 BS0803* NAVD 88     -       100.272  (meters)     328.98   (feet)  ADJUSTED  
 BS0803  ___________________________________________________________________
 BS0803  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BS0803  DYNAMIC HT  -         100.147 (meters)     328.57  (feet)  COMP
 BS0803  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 BS0803
 BS0803  VERT ORDER  -  FIRST     CLASS I
 BS0803
 BS0803.The horizontal coordinates were scaled from a topographic map and have
 BS0803.an estimated accuracy of +/- 6 seconds.
 BS0803
 BS0803.The orthometric height was determined by differential leveling
 BS0803.and adjusted by the National Geodetic Survey in June 1991..
 BS0803
 BS0803.The geoid height was determined by GEOID03.
 BS0803
 BS0803.The dynamic height is computed by dividing the NAVD 88
 BS0803.geopotential number by the normal gravity value computed on the
 BS0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0803.degrees latitude (g = 980.6199 gals.).
 BS0803
 BS0803.The modeled gravity was interpolated from observed gravity values.
 BS0803
 BS0803;                    North         East    Units  Estimated Accuracy
 BS0803;SPC GA W     -   139,810.      729,790.      MT  (+/- 180 meters Scaled)
 BS0803
 BS0803                          SUPERSEDED SURVEY CONTROL
 BS0803
 BS0803  NGVD 29 (??/??/92)  100.437  (m)          329.52   (f) ADJ UNCH    1 1
 BS0803
 BS0803.Superseded values are not recommended for survey control.
 BS0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0803.See file dsdata.txt to determine how the superseded data were derived.
 BS0803
 BS0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ282620(NAD 83)
 BS0803_MARKER: DB = BENCH MARK DISK
 BS0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0803_SP_SET: CULVERT
 BS0803_STAMPING: C 164 1957
 BS0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0803
 BS0803  HISTORY     - Date     Condition        Report By
 BS0803  HISTORY     - 1957     MONUMENTED       CGS
 BS0803  HISTORY     - 1975     GOOD             NGS
 BS0803  HISTORY     - 1976     GOOD             LOCENG
 BS0803
 BS0803                          STATION DESCRIPTION
 BS0803
 BS0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS0803'5.4 MI SE FROM DOERUN.
 BS0803'ABOUT 5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE
 BS0803'CROSSING OF THE GEORGIA NORTHERN RAILROAD AT DOERUN, 21 FEET
 BS0803'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET
 BS0803'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF THE EAST
 BS0803'END OF THE WEST WINGWALL OF A 3-FOOT CONCRETE BOX SKEW CULVERT
 BS0803'UNDER THE HIGHWAY.
 BS0803
 BS0803                          STATION RECOVERY (1975)
 BS0803
 BS0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS0803'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE CROSSING OF THE
 BS0803'SOUTHERN RAILROAD AT DOERUN, 21 FEET SOUTHWEST OF THE CENTER LINE OF
 BS0803'THE HIGHWAY, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 BS0803'IN THE TOP OF THE EAST END OF THE WEST CONCRETE WINGWALL OF A 3-FOOT
 BS0803'CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 BS0803
 BS0803                          STATION RECOVERY (1976)
 BS0803
 BS0803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BS0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1680 ***********************************************************************
 BE1680  DESIGNATION -  C 165
 BE1680  PID         -  BE1680
 BE1680  STATE/COUNTY-  GA/DECATUR
 BE1680  USGS QUAD   -  FOWLSTOWN (1974)
 BE1680
 BE1680                         *CURRENT SURVEY CONTROL
 BE1680  ___________________________________________________________________
 BE1680* NAD 83(1986)-  30 48 26.     (N)    084 31 52.     (W)     SCALED    
 BE1680* NAVD 88     -        89.973  (meters)     295.19   (feet)  ADJUSTED  
 BE1680  ___________________________________________________________________
 BE1680  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE1680  DYNAMIC HT  -          89.857 (meters)     294.81  (feet)  COMP
 BE1680  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BE1680
 BE1680  VERT ORDER  -  FIRST     CLASS I
 BE1680
 BE1680.The horizontal coordinates were scaled from a topographic map and have
 BE1680.an estimated accuracy of +/- 6 seconds.
 BE1680
 BE1680.The orthometric height was determined by differential leveling
 BE1680.and adjusted by the National Geodetic Survey in June 1991..
 BE1680
 BE1680.The geoid height was determined by GEOID03.
 BE1680
 BE1680.The dynamic height is computed by dividing the NAVD 88
 BE1680.geopotential number by the normal gravity value computed on the
 BE1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1680.degrees latitude (g = 980.6199 gals.).
 BE1680
 BE1680.The modeled gravity was interpolated from observed gravity values.
 BE1680
 BE1680;                    North         East    Units  Estimated Accuracy
 BE1680;SPC GA W     -    89,540.      665,130.      MT  (+/- 180 meters Scaled)
 BE1680
 BE1680                          SUPERSEDED SURVEY CONTROL
 BE1680
 BE1680  NGVD 29 (??/??/92)   90.084  (m)          295.55   (f) ADJ UNCH    1 1
 BE1680
 BE1680.Superseded values are not recommended for survey control.
 BE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1680.See file dsdata.txt to determine how the superseded data were derived.
 BE1680
 BE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV362108(NAD 83)
 BE1680_MARKER: DB = BENCH MARK DISK
 BE1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1680_STAMPING: C 165 1958
 BE1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1680+STABILITY: SURFACE MOTION
 BE1680
 BE1680  HISTORY     - Date     Condition        Report By
 BE1680  HISTORY     - 1958     MONUMENTED       CGS
 BE1680  HISTORY     - 1973     GOOD             NGS
 BE1680
 BE1680                          STATION DESCRIPTION
 BE1680
 BE1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BE1680'8 MI SE FROM BAINBRIDGE.
 BE1680'ABOUT 0.55 MILE SOUTH ALONG WEST STREET FROM THE POST OFFICE
 BE1680'AT BAINBRIDGE, THENCE 0.55 MILE EAST ALONG LOUISE STREET, THENCE
 BE1680'0.25 MILE SOUTHEAST ALONG TALLAHASSEE ROAD, THENCE 5.7 MILES
 BE1680'SOUTHEAST ALONG U.S. HIGHWAY 27, THENCE 0.9 MILE SOUTHWEST
 BE1680'ALONG A NORTHEAST-SOUTHWEST LINE OF THE SEABOARD COAST LINE RAILROAD,
 BE1680'0.9 MILE SOUTHWEST OF A U.S. HIGHWAY 27 OVERPASS FOR THE RAILROAD,
 BE1680'349 YARDS NORTHEAST OF A WOODEN OVERPASS OVER A NORTHWEST-SOUTHEAST
 BE1680'LINE OF THE SEABOARD COAST LINE RAILROAD, 96 FEET NORTHWEST
 BE1680'OF THE NORTHWEST RAIL, 25 FEET NORTHEAST OF THE CENTER OF A
 BE1680'GATE ACROSS A FIELD ROAD, 2 FEET SOUTHEAST OF A WIRE FENCE,
 BE1680'68 1/2 FEET NORTH OF A RAILROAD CROSSING SIGN, 87 FEET NORTH-NORTHWEST
 BE1680'OF THE NORTHEAST END OF A 15-INCH CONCRETE PIPE CULVERT UNDER
 BE1680'THE FIELD ROAD, 2.0 FEET NORTHEAST OF A CONCRETE WITNESS POST,
 BE1680'1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BE1680'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 BE1680'3 INCHES.  THIS MARK IS 1.1 MILES NORTHEAST ALONG THE
 BE1680'NORTHEAST-SOUTHWEST LINE OF THE SEABOARD COAST LINE RAILROAD
 BE1680'FROM THE POST OFFICE AT FOWLSTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0052 ***********************************************************************
 BT0052  DESIGNATION -  C 166
 BT0052  PID         -  BT0052
 BT0052  STATE/COUNTY-  GA/BAKER
 BT0052  USGS QUAD   -  HOPEFUL (1983)
 BT0052
 BT0052                         *CURRENT SURVEY CONTROL
 BT0052  ___________________________________________________________________
 BT0052* NAD 83(1986)-  31 12 48.     (N)    084 27 58.     (W)     SCALED    
 BT0052* NAVD 88     -        46.629  (meters)     152.98   (feet)  ADJUSTED  
 BT0052  ___________________________________________________________________
 BT0052  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT0052  DYNAMIC HT  -          46.571 (meters)     152.79  (feet)  COMP
 BT0052  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BT0052
 BT0052  VERT ORDER  -  FIRST     CLASS II
 BT0052
 BT0052.The horizontal coordinates were scaled from a topographic map and have
 BT0052.an estimated accuracy of +/- 6 seconds.
 BT0052
 BT0052.The orthometric height was determined by differential leveling
 BT0052.and adjusted by the National Geodetic Survey in June 1991..
 BT0052
 BT0052.The geoid height was determined by GEOID03.
 BT0052
 BT0052.The dynamic height is computed by dividing the NAVD 88
 BT0052.geopotential number by the normal gravity value computed on the
 BT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0052.degrees latitude (g = 980.6199 gals.).
 BT0052
 BT0052.The modeled gravity was interpolated from observed gravity values.
 BT0052
 BT0052;                    North         East    Units  Estimated Accuracy
 BT0052;SPC GA W     -   134,540.      671,470.      MT  (+/- 180 meters Scaled)
 BT0052
 BT0052                          SUPERSEDED SURVEY CONTROL
 BT0052
 BT0052  NGVD 29 (??/??/92)   46.727  (m)          153.30   (f) ADJ UNCH    1 2
 BT0052
 BT0052.Superseded values are not recommended for survey control.
 BT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0052.See file dsdata.txt to determine how the superseded data were derived.
 BT0052
 BT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV413560(NAD 83)
 BT0052_MARKER: DB = BENCH MARK DISK
 BT0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0052_STAMPING: C 166 1958
 BT0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0052+STABILITY: SURFACE MOTION
 BT0052
 BT0052  HISTORY     - Date     Condition        Report By
 BT0052  HISTORY     - 1958     MONUMENTED       CGS
 BT0052
 BT0052                          STATION DESCRIPTION
 BT0052
 BT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0052'10 MI SW FROM NEWTON.
 BT0052'ABOUT 10.0 MILES SOUTHWEST ALONG STATE HIGHWAY 91 FROM ITS
 BT0052'JUNCTION WITH STATE HIGHWAY 37 AT NEWTON, 0.5 MILES EAST OF THE
 BT0052'WEST END OF CONCRETE BRIDGE ACROSS NATCHURY CREEK, 336 YARDS
 BT0052'EAST OF A CROSS ROAD, 48 FEET NORTH OF THE CENTER LINE OF THE
 BT0052'HIGHWAY, 91 FEET NORTH OF AND ACROSS THE HIGHWAY FROM POWER
 BT0052'POLE M 152, 1 FOOT SOUTH OF A WIRE FENCE, 52 FEET EAST OF A
 BT0052'26-INCH RED OAK TREE SERVING AS A FENCE POST, 2 FEET EAST OF A
 BT0052'CONCRETE WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BT0052'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0320 ***********************************************************************
 BT0320  DESIGNATION -  C 167
 BT0320  PID         -  BT0320
 BT0320  STATE/COUNTY-  GA/MILLER
 BT0320  USGS QUAD   -  BOYKIN (1974)
 BT0320
 BT0320                         *CURRENT SURVEY CONTROL
 BT0320  ___________________________________________________________________
 BT0320* NAD 83(1986)-  31 06 49.     (N)    084 41 28.     (W)     SCALED    
 BT0320* NAVD 88     -        39.075  (meters)     128.20   (feet)  ADJUSTED  
 BT0320  ___________________________________________________________________
 BT0320  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BT0320  DYNAMIC HT  -          39.026 (meters)     128.04  (feet)  COMP
 BT0320  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 BT0320
 BT0320  VERT ORDER  -  FIRST     CLASS I
 BT0320
 BT0320.The horizontal coordinates were scaled from a topographic map and have
 BT0320.an estimated accuracy of +/- 6 seconds.
 BT0320
 BT0320.The orthometric height was determined by differential leveling
 BT0320.and adjusted by the National Geodetic Survey in June 1991..
 BT0320
 BT0320.The geoid height was determined by GEOID03.
 BT0320
 BT0320.The dynamic height is computed by dividing the NAVD 88
 BT0320.geopotential number by the normal gravity value computed on the
 BT0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0320.degrees latitude (g = 980.6199 gals.).
 BT0320
 BT0320.The modeled gravity was interpolated from observed gravity values.
 BT0320
 BT0320;                    North         East    Units  Estimated Accuracy
 BT0320;SPC GA W     -   123,560.      649,980.      MT  (+/- 180 meters Scaled)
 BT0320
 BT0320                          SUPERSEDED SURVEY CONTROL
 BT0320
 BT0320  NGVD 29 (??/??/92)   39.173  (m)          128.52   (f) ADJ UNCH    1 1
 BT0320
 BT0320.Superseded values are not recommended for survey control.
 BT0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0320.See file dsdata.txt to determine how the superseded data were derived.
 BT0320
 BT0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV201444(NAD 83)
 BT0320_MARKER: DB = BENCH MARK DISK
 BT0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0320_STAMPING: C 167 1958
 BT0320_MARK LOGO: CGS   
 BT0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0320+STABILITY: SURFACE MOTION
 BT0320
 BT0320  HISTORY     - Date     Condition        Report By
 BT0320  HISTORY     - 1958     MONUMENTED       CGS
 BT0320  HISTORY     - 1973     GOOD             NGS
 BT0320  HISTORY     - 19950912 GOOD             NGS
 BT0320
 BT0320                          STATION DESCRIPTION
 BT0320
 BT0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0320'4.6 MI SE FROM COLQUITT.
 BT0320'ABOUT 4.6 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0320'FROM THE STATION AT COLQUITT, 171 YARDS NORTHWEST OF MILE POST 106,
 BT0320'62 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 1 1/2 FEET SOUTHWEST OF
 BT0320'FENCE LINE, 52.7 FEET NORTH OF TELEPHONE POLE 507, 88 FEET EAST OF
 BT0320'NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE TRACK, 2 FEET
 BT0320'NORTHWEST OF A CONCRETE WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 BT0320'TOP OF THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BT0320'INCHES.
 BT0320
 BT0320                          STATION RECOVERY (1973)
 BT0320
 BT0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0320'RECOVERED IN GOOD CONDITION.
 BT0320
 BT0320                          STATION RECOVERY (1995)
 BT0320
 BT0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0320'RECOVERED ESSENTIALLY AS DESCRIBED.  ALSO 3.65 MILES (5.87 KM) SE
 BT0320'ALONG US 27 FROM THE SOUTH PART OF COLQUITT (BROOKS ST AND JOHN DEERE
 BT0320'DEALER) TO THE MARK ON THE LEFT, 3.35 MILES (5.39 KM) NW OF
 BT0320'MILLER-DECATUR COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0510 ***********************************************************************
 CM0510  DESIGNATION -  C 168
 CM0510  PID         -  CM0510
 CM0510  STATE/COUNTY-  GA/MERIWETHER
 CM0510  USGS QUAD   -  WARM SPRINGS (1985)
 CM0510
 CM0510                         *CURRENT SURVEY CONTROL
 CM0510  ___________________________________________________________________
 CM0510* NAD 83(1986)-  32 55 57.     (N)    084 43 06.     (W)     SCALED    
 CM0510* NAVD 88     -       279.179  (meters)     915.94   (feet)  ADJUSTED  
 CM0510  ___________________________________________________________________
 CM0510  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CM0510  DYNAMIC HT  -         278.856 (meters)     914.88  (feet)  COMP
 CM0510  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CM0510
 CM0510  VERT ORDER  -  FIRST     CLASS II
 CM0510
 CM0510.The horizontal coordinates were scaled from a topographic map and have
 CM0510.an estimated accuracy of +/- 6 seconds.
 CM0510
 CM0510.The orthometric height was determined by differential leveling
 CM0510.and adjusted by the National Geodetic Survey in June 1991..
 CM0510
 CM0510.The geoid height was determined by GEOID03.
 CM0510
 CM0510.The dynamic height is computed by dividing the NAVD 88
 CM0510.geopotential number by the normal gravity value computed on the
 CM0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0510.degrees latitude (g = 980.6199 gals.).
 CM0510
 CM0510.The modeled gravity was interpolated from observed gravity values.
 CM0510
 CM0510;                    North         East    Units  Estimated Accuracy
 CM0510;SPC GA W     -   325,250.      648,410.      MT  (+/- 180 meters Scaled)
 CM0510
 CM0510                          SUPERSEDED SURVEY CONTROL
 CM0510
 CM0510  NGVD 29 (??/??/92)  279.166  (m)          915.90   (f) ADJ UNCH    1 2
 CM0510
 CM0510.Superseded values are not recommended for survey control.
 CM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0510.See file dsdata.txt to determine how the superseded data were derived.
 CM0510
 CM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB133461(NAD 83)
 CM0510_MARKER: DB = BENCH MARK DISK
 CM0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0510_STAMPING: C 168 1958
 CM0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0510+STABILITY: SURFACE MOTION
 CM0510
 CM0510  HISTORY     - Date     Condition        Report By
 CM0510  HISTORY     - 1958     MONUMENTED       CGS
 CM0510
 CM0510                          STATION DESCRIPTION
 CM0510
 CM0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0510'3.4 MI NE FROM DURAND.
 CM0510'ABOUT 2.6 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0510'FROM THE STATION SHED AT DURAND, THENCE 0.85 MILES EAST AND
 CM0510'SOUTHEAST ALONG A GRADED ROAD, 43 FEET SOUTH OF THE CENTER LINE OF
 CM0510'THE GRADED ROAD, AT THE OUTSIDE OF A CURVE WITH TANGENTS TO THE
 CM0510'NORTH-NORTHWEST AND NORTHEAST, 1 FOOT NORTH OF A WIRE FENCE
 CM0510'SURROUNDING A PECAN ORCHARD, 70 FEET EAST OF A FENCE CORNER, 90
 CM0510'FEET EAST OF THE CENTER LINE OF A SMALLER ROAD LEADING SOUTH, 50
 CM0510'FEET EAST OF A NORTH-SOUTH POWER LINE, 2 FEET WEST OF A CONCRETE
 CM0510'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 CM0510'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0852 ***********************************************************************
 DG0852  DESIGNATION -  C 169
 DG0852  PID         -  DG0852
 DG0852  STATE/COUNTY-  GA/PIKE
 DG0852  USGS QUAD   -  CONCORD (1981)
 DG0852
 DG0852                         *CURRENT SURVEY CONTROL
 DG0852  ___________________________________________________________________
 DG0852* NAD 83(1986)-  33 03 49.     (N)    084 28 44.     (W)     SCALED    
 DG0852* NAVD 88     -       245.727  (meters)     806.19   (feet)  ADJUSTED  
 DG0852  ___________________________________________________________________
 DG0852  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG0852  DYNAMIC HT  -         245.446 (meters)     805.27  (feet)  COMP
 DG0852  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 DG0852
 DG0852  VERT ORDER  -  FIRST     CLASS I
 DG0852
 DG0852.The horizontal coordinates were scaled from a topographic map and have
 DG0852.an estimated accuracy of +/- 6 seconds.
 DG0852
 DG0852.The orthometric height was determined by differential leveling
 DG0852.and adjusted by the National Geodetic Survey in June 1991..
 DG0852
 DG0852.The geoid height was determined by GEOID03.
 DG0852
 DG0852.The dynamic height is computed by dividing the NAVD 88
 DG0852.geopotential number by the normal gravity value computed on the
 DG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0852.degrees latitude (g = 980.6199 gals.).
 DG0852
 DG0852.The modeled gravity was interpolated from observed gravity values.
 DG0852
 DG0852;                    North         East    Units  Estimated Accuracy
 DG0852;SPC GA W     -   339,700.      670,850.      MT  (+/- 180 meters Scaled)
 DG0852
 DG0852                          SUPERSEDED SURVEY CONTROL
 DG0852
 DG0852  NGVD 29 (??/??/92)  245.711  (m)          806.14   (f) ADJ UNCH    1 1
 DG0852
 DG0852.Superseded values are not recommended for survey control.
 DG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0852.See file dsdata.txt to determine how the superseded data were derived.
 DG0852
 DG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB353611(NAD 83)
 DG0852_MARKER: DB = BENCH MARK DISK
 DG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0852_STAMPING: C 169 1958
 DG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0852+STABILITY: SURFACE MOTION
 DG0852
 DG0852  HISTORY     - Date     Condition        Report By
 DG0852  HISTORY     - 1958     MONUMENTED       CGS
 DG0852  HISTORY     - 1968     GOOD             NGS
 DG0852
 DG0852                          STATION DESCRIPTION
 DG0852
 DG0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0852'3.2 MI SW FROM CONCORD.
 DG0852'ABOUT 3.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0852'STATION AT CONCORD, ABOUT 1.0 MILE NORTHEAST OF THE NEAL BAPTIST
 DG0852'CHURCH AND CEMETERY, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 38, NEAR
 DG0852'A FARM ROAD CROSSING, 231 FEET EAST-NORTHEAST OF AND ACROSS A
 DG0852'GRADED DIRT ROAD FROM RICHARD AND MINNIE HAMILTON TOMBSTONE IN
 DG0852'THE HAMILTON CEMETERY, 134 FEET WEST OF THE CENTER OF THE FARM
 DG0852'ROAD CROSSING, 29 FEET NORTHWEST OF THE NORTHWEST RAIL ON THE
 DG0852'OUTSIDE OF A CURVE, 22 1/2 FEET SOUTHEAST OF THE CENTER LINE
 DG0852'OF A GRADED ROAD THAT PARALLELS THE TRACK, 2 FEET NORTHEAST
 DG0852'OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 DG0852'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG0852'3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK MAY BE
 DG0852'REACHED FROM MOLENA, PIKE COUNTY, BY GOING NORTHEAST FOR 4.0
 DG0852'MILES ALONG THE SOUTHERN RAILWAY FROM THE JUNCTION OF STATE
 DG0852'HIGHWAYS 18 AND 109.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6177 ***********************************************************************
 CK6177  DESIGNATION -  C 17
 CK6177  PID         -  CK6177
 CK6177  STATE/COUNTY-  GA/CHATHAM
 CK6177  USGS QUAD   -  GARDEN CITY (1980)
 CK6177
 CK6177                         *CURRENT SURVEY CONTROL
 CK6177  ___________________________________________________________________
 CK6177* NAD 83(1994)-  32 05 53.95844(N)    081 12 39.70423(W)     ADJUSTED  
 CK6177* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 CK6177  ___________________________________________________________________
 CK6177  X           -     826,356.697 (meters)                     COMP
 CK6177  Y           -  -5,344,744.345 (meters)                     COMP
 CK6177  Z           -   3,369,657.580 (meters)                     COMP
 CK6177  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CK6177  ELLIP HEIGHT-         -28.01  (meters)          (09/03/97) GPS OBS
 CK6177  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CK6177
 CK6177  HORZ ORDER  -  SECOND
 CK6177  ELLP ORDER  -  FOURTH    CLASS II
 CK6177
 CK6177.The horizontal coordinates were established by GPS observations
 CK6177.and adjusted by the National Geodetic Survey in September 1997..
 CK6177
 CK6177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6177
 CK6177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6177
 CK6177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6177
 CK6177.The ellipsoidal height was determined by GPS observations
 CK6177.and is referenced to NAD 83.
 CK6177
 CK6177.The geoid height was determined by GEOID03.
 CK6177
 CK6177;                    North         East     Units Scale Factor Converg.
 CK6177;SPC GA E     -   233,018.170   290,197.528   MT  1.00000030   +0 30 28.2
 CK6177;SPC GA E     -   764,493.78    952,089.72   sFT  1.00000030   +0 30 28.2
 CK6177;UTM  17      - 3,551,353.491   480,088.468   MT  0.99960489   -0 06 43.7
 CK6177
 CK6177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6177!SPC GA E     -   1.00000440  x   1.00000030  =   1.00000470
 CK6177!UTM  17      -   1.00000440  x   0.99960489  =   0.99960929
 CK6177
 CK6177                          SUPERSEDED SURVEY CONTROL
 CK6177
 CK6177  NAD 83(1986)-  32 05 53.97330(N)    081 12 39.71765(W) AD(       ) 2
 CK6177  NGVD 29 (03/03/92)    3.3    (m)           11.     (f) GPS OBS        
 CK6177
 CK6177.Superseded values are not recommended for survey control.
 CK6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6177.See file dsdata.txt to determine how the superseded data were derived.
 CK6177
 CK6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8008851353(NAD 83)
 CK6177_MARKER: DD = SURVEY DISK
 CK6177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6177_SP_SET: CONCRETE POST
 CK6177_STAMPING: C 17 MARCH 1990
 CK6177_MARK LOGO: GA4910
 CK6177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6177+STABILITY: SURFACE MOTION
 CK6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6177+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 CK6177
 CK6177  HISTORY     - Date     Condition        Report By
 CK6177  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6177  HISTORY     - 20000911 GOOD             SCGS
 CK6177
 CK6177                          STATION DESCRIPTION
 CK6177
 CK6177'DESCRIBED BY GEONEX 1990
 CK6177'STATION IS LOCATED BETWEEN POOLER AND GARDEN CITY ALONG OLD LOUISVILLE
 CK6177'ROAD ON THE PROPERTY OF GREAT SOUTHERN NURSERIES INC. CONTACT MR.
 CK6177'TYNER AT 964-8166 FOR PERMISSION TO ACCESS STATION. IT IS
 CK6177'APPROXIMATELY 2.2 MI (3.54 KM) EAST-SOUTHEAST FROM POOLER, 3.8 MI
 CK6177'(6.12 KM) WEST-SOUTHWEST FROM GARDEN CITY, AND 4.4 MI (7.08 KM)
 CK6177'SOUTHWEST FROM PORT WENTWORTH.
 CK6177'TO REACH STATION C 17 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 CK6177'AND U.S. HIGHWAY 80, GO SOUTHEASTERLY ALONG U.S. HIGHWAY 80 FOR 1.5
 CK6177'MI (2.41 KM) TO A FORK AND OLD LOUISVILLE ROAD ON THE LEFT.  BEAR
 CK6177'LEFT AND GO EASTERLY ALONG OLD LOUISVILLE ROAD FOR 0.4 MI (0.64 KM)
 CK6177'TO GREAT SOUTHERN NURSERIES INC., 739 OLD LOUISVILLE ROAD, AND A DRIVE
 CK6177'ON THE LEFT. TURN LEFT AND GO NORTH ALONG THE DRIVE FOR APPROXIMATELY
 CK6177'0.05 MI (0.08 KM) TO A TRAILER BUILDING ON THE LEFT.  TURN LEFT
 CK6177'BETWEEN THE TRAILER BUILDING AND A SMALL CREEK TO THE NORTH AND GO
 CK6177'WEST ACROSS THE LOT FOR APPROXIMATELY 0.05 MI (0.08 KM) , THEN BEAR
 CK6177'SOUTH AND GO ACROSS THE LOT FOR APPROXIMATELY 0.05 MI (0.08 KM) TO A
 CK6177'POLE ALONG AN EAST-WEST POWER LINE IN THE MIDDLE OF THE LOT.  STATION
 CK6177'IS LOCATED WEST OF THE POWER POLE.
 CK6177'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6177'STAMPED ---C 17  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6177'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 CK6177'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6177'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6177'LOCATED ALONG THE CENTERLINE OF AN EAST-WEST POWER LINE, 277 DEGREES
 CK6177'AZIMUTH, 4.9 FT (1.49 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE
 CK6177'OF A POWER POLE, 112 DEGREES AZIMUTH, 261.6 FT (79.74 M) FROM A PK
 CK6177'NAIL W/ SHINER IN THE FACING SIDE OF A DECIDUOUS TREE, AND SOUTH, 2.0
 CK6177'FT (0.61 M) FROM A WITNESS POST.
 CK6177
 CK6177                          STATION RECOVERY (2000)
 CK6177
 CK6177'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6177'STATION IS LOCATED 4.4 MILES (7.1 KM) SOUTHWEST OF PORT WENTWORTH, 7.0
 CK6177'MILES (11.3 KM) WEST OF SAVANNAH.  OWNERSHIP--GREAT SOUTHERN NURSERIES
 CK6177'INCORPORATED, 739 OLD LOUISVILLE ROAD, POOLER, GA 31322, PHONE
 CK6177'912-964-8166.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK6177'INTERSTATE 95 AND U.S.  HIGHWAY 80 (EXIT 102) , 9.0 MILES (14.5 KM)
 CK6177'WEST OF SAVANNAH, GO EAST SOUTHEAST ON HIGHWAY 80 FOR 1.5 MILES (2.4
 CK6177'KM) TO THE JUNCTION OF LOUISVILLE ROAD) , BEAR LEFT ON OLD LOUISVILLE
 CK6177'ROAD FOR 0.5 MILE (0.8 KM) TO A SAND DRIVE LEFT, TURN LEFT ON THE SAND
 CK6177'DRIVE FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR A POWER
 CK6177'POLE.  STATION IS A CONCRETE POST RECESSED 1.0 FOOT (0.3 M) AND 1.0
 CK6177'FOOT (0.3 M) BELOW THE SAND DRIVE, 40.2 FEET (12.3 M) WEST OF THE
 CK6177'CENTER OF THE SAND DRIVE, 5.3 FEET (1.6 M) WEST OF THE POWER POLE WITH
 CK6177'A SCGS REFERENCE WASHER ATTACHED, 28.5 FEET (8.7 M) EAST OF THE
 CK6177'NORTHEAST CORNER OF A 3-FOOT SQUARE STORM DRAIN COVER. RECOVERED J.B.
 CK6177'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0887 ***********************************************************************
 DG0887  DESIGNATION -  C 170
 DG0887  PID         -  DG0887
 DG0887  STATE/COUNTY-  GA/SPAULDING
 DG0887  USGS QUAD   -  GRIFFIN SOUTH (1982)
 DG0887
 DG0887                         *CURRENT SURVEY CONTROL
 DG0887  ___________________________________________________________________
 DG0887* NAD 83(1986)-  33 14 45.     (N)    084 16 05.     (W)     SCALED    
 DG0887* NAVD 88     -       293.424  (meters)     962.68   (feet)  ADJUSTED  
 DG0887  ___________________________________________________________________
 DG0887  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DG0887  DYNAMIC HT  -         293.091 (meters)     961.58  (feet)  COMP
 DG0887  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 DG0887
 DG0887  VERT ORDER  -  FIRST     CLASS I
 DG0887
 DG0887.The horizontal coordinates were scaled from a topographic map and have
 DG0887.an estimated accuracy of +/- 6 seconds.
 DG0887
 DG0887.The orthometric height was determined by differential leveling
 DG0887.and adjusted by the National Geodetic Survey in June 1991..
 DG0887
 DG0887.The geoid height was determined by GEOID03.
 DG0887
 DG0887.The dynamic height is computed by dividing the NAVD 88
 DG0887.geopotential number by the normal gravity value computed on the
 DG0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0887.degrees latitude (g = 980.6199 gals.).
 DG0887
 DG0887.The modeled gravity was interpolated from observed gravity values.
 DG0887
 DG0887;                    North         East    Units  Estimated Accuracy
 DG0887;SPC GA W     -   359,870.      690,550.      MT  (+/- 180 meters Scaled)
 DG0887
 DG0887                          SUPERSEDED SURVEY CONTROL
 DG0887
 DG0887  NGVD 29 (??/??/92)  293.421  (m)          962.67   (f) ADJ UNCH    1 1
 DG0887
 DG0887.Superseded values are not recommended for survey control.
 DG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0887.See file dsdata.txt to determine how the superseded data were derived.
 DG0887
 DG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB545818(NAD 83)
 DG0887_MARKER: DB = BENCH MARK DISK
 DG0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0887_SP_SET: PIER
 DG0887_STAMPING: C 170 1958
 DG0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0887
 DG0887  HISTORY     - Date     Condition        Report By
 DG0887  HISTORY     - 1958     MONUMENTED       CGS
 DG0887  HISTORY     - 1968     GOOD             NGS
 DG0887
 DG0887                          STATION DESCRIPTION
 DG0887
 DG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0887'AT GRIFFIN.
 DG0887'AT GRIFFIN, ABOUT 0.2 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY
 DG0887'FROM THE STATION, ABOUT 443 YARDS NORTHEAST OF MILE POST 19,
 DG0887'SET VERTICALLY IN THE NORTH FACE OF THE WEST CONCRETE PIER OF
 DG0887'OVERPASS OF MERIWETHER STREET OVER THE TRACK, 9 FEET WEST-NORTHWEST
 DG0887'OF WEST-NORTHWEST RAIL, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 DG0887'TRACK.
 DG0887
 DG0887                          STATION RECOVERY (1968)
 DG0887
 DG0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1079 ***********************************************************************
 BS1079  DESIGNATION -  C 171
 BS1079  PID         -  BS1079
 BS1079  STATE/COUNTY-  GA/WORTH
 BS1079  USGS QUAD   -  SYLVESTER (1973)
 BS1079
 BS1079                         *CURRENT SURVEY CONTROL
 BS1079  ___________________________________________________________________
 BS1079* NAD 83(1986)-  31 30 39.     (N)    083 47 23.     (W)     SCALED    
 BS1079* NAVD 88     -       105.607  (meters)     346.48   (feet)  ADJUSTED  
 BS1079  ___________________________________________________________________
 BS1079  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BS1079  DYNAMIC HT  -         105.478 (meters)     346.06  (feet)  COMP
 BS1079  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 BS1079  OBS GRAVITY -     979,421.9   (mgal)                       GRAV_OBS
 BS1079
 BS1079  VERT ORDER  -  FIRST     CLASS I
 BS1079
 BS1079.The horizontal coordinates were scaled from a topographic map and have
 BS1079.an estimated accuracy of +/- 6 seconds.
 BS1079
 BS1079.The orthometric height was determined by differential leveling
 BS1079.and adjusted by the National Geodetic Survey in June 1991..
 BS1079
 BS1079.The geoid height was determined by GEOID03.
 BS1079
 BS1079.The dynamic height is computed by dividing the NAVD 88
 BS1079.geopotential number by the normal gravity value computed on the
 BS1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1079.degrees latitude (g = 980.6199 gals.).
 BS1079
 BS1079.The modeled gravity was interpolated from observed gravity values.
 BS1079.The observed gravity was obtained from relative gravimeter ties
 BS1079.to the IGSN71 gravity network.
 BS1079
 BS1079;                    North         East    Units  Estimated Accuracy
 BS1079;SPC GA W     -   167,540.      735,800.      MT  (+/- 180 meters Scaled)
 BS1079
 BS1079                          SUPERSEDED SURVEY CONTROL
 BS1079
 BS1079  NGVD 29 (??/??/92)  105.767  (m)          347.00   (f) ADJ UNCH    1 1
 BS1079
 BS1079.Superseded values are not recommended for survey control.
 BS1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1079.See file dsdata.txt to determine how the superseded data were derived.
 BS1079
 BS1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ350895(NAD 83)
 BS1079_MARKER: DB = BENCH MARK DISK
 BS1079_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1079_SP_SET: 22.5 FT
 BS1079_STAMPING: C 171 1957
 BS1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1079
 BS1079  HISTORY     - Date     Condition        Report By
 BS1079  HISTORY     - 1957     MONUMENTED       CGS
 BS1079  HISTORY     - 1974     GOOD             NGS
 BS1079  HISTORY     - 1988     GOOD             USPSQD
 BS1079  HISTORY     - 1989     GOOD             USPSQD
 BS1079  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 BS1079
 BS1079                          STATION DESCRIPTION
 BS1079
 BS1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1079'3.2 MI E FROM SYLVESTER.
 BS1079'ABOUT 3.15 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS1079'THE STATION AT SYLVESTER, AT POULAN, BETWEEN THE TRACK AND A ROAD
 BS1079'PARALLEL TO TRACK, 40.4 FEET SOUTHWEST OF SOUTHWEST RAIL, 82 FEET
 BS1079'SOUTH AND ACROSS TRACK FROM SOUTH CORNER OF STATION, 14.6 FEET
 BS1079'NORTHEAST OF A POWER POLE WHICH IS BETWEEN THE TRACK AND ROAD
 BS1079'(THIS POWER POLE IS JUNCTION POLE OF A POWER LINE PARALLELING TRACK
 BS1079'AND A BRANCH LINE EXTENDING NORTHEAST ACROSS TRACK), 36 FEET
 BS1079'NORTHEAST OF CENTER LINE OF ROAD, 48 FEET SOUTHEAST OF THE
 BS1079'SECOND TELEPHONE POLE SOUTHEAST OF A ROAD CROSSING, DIRECTLY
 BS1079'BENEATH THE CROSSING OF THE TELEPHONE LINE AND THE BRANCH POWER
 BS1079'LINE EXTENDING NORTHEAST, 2 FEET NORTHWEST OF A CONCRETE WITNESS
 BS1079'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A
 BS1079'COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND PROTECTED BY
 BS1079'A 6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO
 BS1079'REFUSAL AT A DEPTH OF 22 1/2 FEET.
 BS1079
 BS1079                          STATION RECOVERY (1974)
 BS1079
 BS1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BS1079'RECOVERED IN GOOD CONDITION.
 BS1079
 BS1079                          STATION RECOVERY (1988)
 BS1079
 BS1079'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFG)
 BS1079'RECOVERED IN GOOD CONDITION.
 BS1079
 BS1079                          STATION RECOVERY (1989)
 BS1079
 BS1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BS1079'RECOVERED IN GOOD CONDITION.
 BS1079
 BS1079                          STATION RECOVERY (1997)
 BS1079
 BS1079'RECOVERY NOTE BY US POWER SQUADRON 1997
 BS1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0105 ***********************************************************************
 BT0105  DESIGNATION -  C 172
 BT0105  PID         -  BT0105
 BT0105  STATE/COUNTY-  GA/DOUGHERTY
 BT0105  USGS QUAD   -  ALBANY WEST (1988)
 BT0105
 BT0105                         *CURRENT SURVEY CONTROL
 BT0105  ___________________________________________________________________
 BT0105* NAD 83(1986)-  31 34 36.     (N)    084 07 49.     (W)     SCALED    
 BT0105* NAVD 88     -        63.722  (meters)     209.06   (feet)  ADJUSTED  
 BT0105  ___________________________________________________________________
 BT0105  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT0105  DYNAMIC HT  -          63.645 (meters)     208.81  (feet)  COMP
 BT0105  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BT0105
 BT0105  VERT ORDER  -  FIRST     CLASS I
 BT0105
 BT0105.The horizontal coordinates were scaled from a topographic map and have
 BT0105.an estimated accuracy of +/- 6 seconds.
 BT0105
 BT0105.The orthometric height was determined by differential leveling
 BT0105.and adjusted by the National Geodetic Survey in June 1991..
 BT0105.WARNING-Repeat measurements at this control monument indicate possible
 BT0105.vertical movement.
 BT0105
 BT0105.The geoid height was determined by GEOID03.
 BT0105
 BT0105.The dynamic height is computed by dividing the NAVD 88
 BT0105.geopotential number by the normal gravity value computed on the
 BT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0105.degrees latitude (g = 980.6199 gals.).
 BT0105
 BT0105.The modeled gravity was interpolated from observed gravity values.
 BT0105
 BT0105;                    North         East    Units  Estimated Accuracy
 BT0105;SPC GA W     -   174,780.      703,450.      MT  (+/- 180 meters Scaled)
 BT0105
 BT0105                          SUPERSEDED SURVEY CONTROL
 BT0105
 BT0105  NGVD 29 (??/??/92)   63.882  (m)          209.59   (f) ADJ UNCH    1 1
 BT0105
 BT0105.Superseded values are not recommended for survey control.
 BT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0105.See file dsdata.txt to determine how the superseded data were derived.
 BT0105
 BT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV723970(NAD 83)
 BT0105_MARKER: DB = BENCH MARK DISK
 BT0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0105_SP_SET: CONCRETE BASE
 BT0105_STAMPING: C 172 1957
 BT0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0105
 BT0105  HISTORY     - Date     Condition        Report By
 BT0105  HISTORY     - 1957     MONUMENTED       CGS
 BT0105  HISTORY     - 1972     GOOD             NGS
 BT0105  HISTORY     - 1988     GOOD             USPSQD
 BT0105  HISTORY     - 1989     GOOD             USPSQD
 BT0105  HISTORY     - 1990     GOOD             USPSQD
 BT0105
 BT0105                          STATION DESCRIPTION
 BT0105
 BT0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BT0105'1.4 MI E FROM ALBANY.
 BT0105'ABOUT 1.4 MILES EAST ALONG EAST BROAD AVENUE FROM THE POST OFFICE
 BT0105'AT ALBANY, 124 YARDS WEST OF THE SEABOARD COAST LINE RAILROAD
 BT0105'YARDMASTERS OFFICE, 22 1/2 FEET SOUTH OF THE CENTER LINE OF EAST
 BT0105'BROAD AVENUE, 9 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 BT0105'TRACKS, SET IN THE TOP OF THE NORTHWEST CORNER OF AN ABANDONED
 BT0105'CONCRETE BASE FOR A SIGNAL GANTRY, 62 FEET EAST OF THE EXTENDED
 BT0105'PLANE OF THE EAST WALL OF A METAL BUILDING THAT IS NOW OCCUPIED BY
 BT0105'THE VIKING DISTILLERY INC., 144 FEET NORTH-NORTHEAST OF AND ACROSS
 BT0105'THE TRACKS FROM A STEEL FLOOD LIGHT POLE THAT IS APPROXIMATELY 100
 BT0105'FEET TALL, ABOUT 2 FEET ABOVE BROAD AVENUE, AND ABOUT 1 1/2 FEET
 BT0105'BELOW THE LEVEL OF THE TRACKS.
 BT0105
 BT0105                          STATION RECOVERY (1988)
 BT0105
 BT0105'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT0105'RECOVERED IN GOOD CONDITION.
 BT0105
 BT0105                          STATION RECOVERY (1989)
 BT0105
 BT0105'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0105'RECOVERED IN GOOD CONDITION.
 BT0105
 BT0105                          STATION RECOVERY (1990)
 BT0105
 BT0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (LRF)
 BT0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1044 ***********************************************************************
 BS1044  DESIGNATION -  C 173
 BS1044  PID         -  BS1044
 BS1044  STATE/COUNTY-  GA/WORTH
 BS1044  USGS QUAD   -  BRIDGEBORO (1988)
 BS1044
 BS1044                         *CURRENT SURVEY CONTROL
 BS1044  ___________________________________________________________________
 BS1044* NAD 83(1986)-  31 25 50.     (N)    083 59 13.     (W)     SCALED    
 BS1044* NAVD 88     -        91.236  (meters)     299.33   (feet)  ADJUSTED  
 BS1044  ___________________________________________________________________
 BS1044  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS1044  DYNAMIC HT  -          91.124 (meters)     298.96  (feet)  COMP
 BS1044  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 BS1044
 BS1044  VERT ORDER  -  FIRST     CLASS II
 BS1044
 BS1044.The horizontal coordinates were scaled from a topographic map and have
 BS1044.an estimated accuracy of +/- 6 seconds.
 BS1044
 BS1044.The orthometric height was determined by differential leveling
 BS1044.and adjusted by the National Geodetic Survey in June 1991..
 BS1044
 BS1044.The geoid height was determined by GEOID03.
 BS1044
 BS1044.The dynamic height is computed by dividing the NAVD 88
 BS1044.geopotential number by the normal gravity value computed on the
 BS1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1044.degrees latitude (g = 980.6199 gals.).
 BS1044
 BS1044.The modeled gravity was interpolated from observed gravity values.
 BS1044
 BS1044;                    North         East    Units  Estimated Accuracy
 BS1044;SPC GA W     -   158,600.      717,090.      MT  (+/- 180 meters Scaled)
 BS1044
 BS1044                          SUPERSEDED SURVEY CONTROL
 BS1044
 BS1044  NGVD 29 (??/??/92)   91.393  (m)          299.85   (f) ADJ UNCH    1 2
 BS1044
 BS1044.Superseded values are not recommended for survey control.
 BS1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1044.See file dsdata.txt to determine how the superseded data were derived.
 BS1044
 BS1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ160811(NAD 83)
 BS1044_MARKER: DB = BENCH MARK DISK
 BS1044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BS1044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BS1044_STAMPING: C 173 1957
 BS1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1044
 BS1044  HISTORY     - Date     Condition        Report By
 BS1044  HISTORY     - 1957     MONUMENTED       CGS
 BS1044
 BS1044                          STATION DESCRIPTION
 BS1044
 BS1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BS1044'2.7 MI NW FROM BRIDGEBORO.
 BS1044'ABOUT 2.7 MILES NORTHWEST ALONG THE GEORGIA NORTHERN RAILWAY
 BS1044'FROM THE STATION AT BRIDGEBORO, ON THE TOP OF A SLIGHT RIDGE
 BS1044'AT THE NORTH END OF THE THIRD TRESTLE SOUTHEAST OF THE COUNTY
 BS1044'LINE ROAD, 52 FEET WEST OF THE WEST RAIL, 100 1/2 FEET NORTHWEST
 BS1044'OF THE WEST RAIL AT THE NORTH END OF THE TRESTLE, 30 1/2 FEET
 BS1044'WEST OF TELEPHONE POLE NUMBER 336 AND IS IN LINE WITH POLE NUMBER
 BS1044'336 AND A TELEPHONE POLE EAST OF THE TRACK, 1 FOOT EAST OF THE
 BS1044'FENCE LINE, 6 FEET ABOVE THE LEVEL OF THE TRACK, A DISK WELDED
 BS1044'ON THE TOP OF A 3 INCH STEEL PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1678 ***********************************************************************
 BE1678  DESIGNATION -  C 174
 BE1678  PID         -  BE1678
 BE1678  STATE/COUNTY-  GA/DECATUR
 BE1678  USGS QUAD   -  FOWLSTOWN (1974)
 BE1678
 BE1678                         *CURRENT SURVEY CONTROL
 BE1678  ___________________________________________________________________
 BE1678* NAD 83(1986)-  30 47 59.     (N)    084 31 29.     (W)     SCALED    
 BE1678* NAVD 88     -        77.966  (meters)     255.79   (feet)  ADJUSTED  
 BE1678  ___________________________________________________________________
 BE1678  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BE1678  DYNAMIC HT  -          77.866 (meters)     255.47  (feet)  COMP
 BE1678  MODELED GRAV-     979,356.5   (mgal)                       NAVD 88
 BE1678
 BE1678  VERT ORDER  -  FIRST     CLASS I
 BE1678
 BE1678.The horizontal coordinates were scaled from a topographic map and have
 BE1678.an estimated accuracy of +/- 6 seconds.
 BE1678
 BE1678.The orthometric height was determined by differential leveling
 BE1678.and adjusted by the National Geodetic Survey in June 1991..
 BE1678
 BE1678.The geoid height was determined by GEOID03.
 BE1678
 BE1678.The dynamic height is computed by dividing the NAVD 88
 BE1678.geopotential number by the normal gravity value computed on the
 BE1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1678.degrees latitude (g = 980.6199 gals.).
 BE1678
 BE1678.The modeled gravity was interpolated from observed gravity values.
 BE1678
 BE1678;                    North         East    Units  Estimated Accuracy
 BE1678;SPC GA W     -    88,700.      665,740.      MT  (+/- 180 meters Scaled)
 BE1678
 BE1678                          SUPERSEDED SURVEY CONTROL
 BE1678
 BE1678  NGVD 29 (??/??/92)   78.076  (m)          256.15   (f) ADJ UNCH    1 1
 BE1678
 BE1678.Superseded values are not recommended for survey control.
 BE1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1678.See file dsdata.txt to determine how the superseded data were derived.
 BE1678
 BE1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV368100(NAD 83)
 BE1678_MARKER: DB = BENCH MARK DISK
 BE1678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE1678_SP_SET: 53 1/2 FEET
 BE1678_STAMPING: C 174 1957
 BE1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1678
 BE1678  HISTORY     - Date     Condition        Report By
 BE1678  HISTORY     - 1957     MONUMENTED       CGS
 BE1678  HISTORY     - 1958     GOOD             NGS
 BE1678
 BE1678                          STATION DESCRIPTION
 BE1678
 BE1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE1678'4.2 MI NW FROM ATTAPULGUS.
 BE1678'ABOUT 4.15 MILES NORTHWEST ALONG THE SEA BOARD AIR LINE RAILROAD
 BE1678'FROM THE STATION AT ATTAPULGUS, AT A DIRT ROAD CROSSING, ABOUT
 BE1678'220 YARDS SOUTH OF MILE POST 82, 44 FEET EAST OF EAST RAIL,
 BE1678'119 FEET NORTH OF THE CENTER LINE OF THE CROSSING, 52 FEET
 BE1678'NORTH OF THE EAST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER
 BE1678'THE TRACK, 9 FEET NORTH OF A 10-INCH PINE TREE, 2 FEET WEST
 BE1678'OF THE RIGHT-OF-WAY FENCE, AT ABOUT RIGHT ANGLES ACROSS THE
 BE1678'TRACK FROM TELEPHONE POLE 1191 1/2, 1 1/2 FEET SOUTH OF A
 BE1678'CONCRETE WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BE1678'TRACK, A DISK SET ON TOP OF A COPPER-COATED STEEL ROD FLUSH
 BE1678'WITH THE GROUND AND PROJECTED BY A 6-INCH TILE PROJECTING 1
 BE1678'INCH, THE ROD WAS DRIVEN TO REFUSAL AT 53 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0367 ***********************************************************************
 BT0367  DESIGNATION -  C 175
 BT0367  PID         -  BT0367
 BT0367  STATE/COUNTY-  GA/CALHOUN
 BT0367  USGS QUAD   -  ARLINGTON (1974)
 BT0367
 BT0367                         *CURRENT SURVEY CONTROL
 BT0367  ___________________________________________________________________
 BT0367* NAD 83(1986)-  31 28 53.     (N)    084 43 35.     (W)     SCALED    
 BT0367* NAVD 88     -        80.121  (meters)     262.86   (feet)  ADJUSTED  
 BT0367  ___________________________________________________________________
 BT0367  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT0367  DYNAMIC HT  -          80.024 (meters)     262.55  (feet)  COMP
 BT0367  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 BT0367
 BT0367  VERT ORDER  -  FIRST     CLASS I
 BT0367
 BT0367.The horizontal coordinates were scaled from a topographic map and have
 BT0367.an estimated accuracy of +/- 6 seconds.
 BT0367
 BT0367.The orthometric height was determined by differential leveling
 BT0367.and adjusted by the National Geodetic Survey in June 1991..
 BT0367
 BT0367.The geoid height was determined by GEOID03.
 BT0367
 BT0367.The dynamic height is computed by dividing the NAVD 88
 BT0367.geopotential number by the normal gravity value computed on the
 BT0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0367.degrees latitude (g = 980.6199 gals.).
 BT0367
 BT0367.The modeled gravity was interpolated from observed gravity values.
 BT0367
 BT0367;                    North         East    Units  Estimated Accuracy
 BT0367;SPC GA W     -   164,350.      646,820.      MT  (+/- 180 meters Scaled)
 BT0367
 BT0367                          SUPERSEDED SURVEY CONTROL
 BT0367
 BT0367  NGVD 29 (??/??/92)   80.192  (m)          263.10   (f) ADJ UNCH    1 1
 BT0367
 BT0367.Superseded values are not recommended for survey control.
 BT0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0367.See file dsdata.txt to determine how the superseded data were derived.
 BT0367
 BT0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV159851(NAD 83)
 BT0367_MARKER: DB = BENCH MARK DISK
 BT0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0367_STAMPING: C 175 1958
 BT0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0367+STABILITY: SURFACE MOTION
 BT0367
 BT0367  HISTORY     - Date     Condition        Report By
 BT0367  HISTORY     - 1958     MONUMENTED       CGS
 BT0367  HISTORY     - 1973     GOOD             NGS
 BT0367
 BT0367                          STATION DESCRIPTION
 BT0367
 BT0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0367'2.8 MI N FROM ARLINGTON.
 BT0367'ABOUT 2.75 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD
 BT0367'FROM ITS JUNCTION WITH THE CENTRAL OF GEORGIA RAILWAY AT ARLINGTON,
 BT0367'0.35 MILE NORTH OF MILE POST NUMBER 133, 0.25 MILE NORTH OF A
 BT0367'30-FOOT TRESTLE, ABOUT IN LINE WITH THE NORTH EDGE OF A WOODED
 BT0367'AREA WEST OF THE ROAD PARALLELING THE TRACK, 25 1/2 FEET WEST
 BT0367'OF THE WEST RAIL, 72 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BT0367'8 FEET SOUTH OF THE NINTH TELEPHONE POLE NORTH OF THE TRESTLE
 BT0367'AND IS IN THE LINE OF THE POLE TO THE SOUTH, 2 FEET NORTH OF A
 BT0367'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 BT0367'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BT0367
 BT0367                          STATION RECOVERY (1973)
 BT0367
 BT0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BT0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0457 ***********************************************************************
 BT0457  DESIGNATION -  C 176
 BT0457  PID         -  BT0457
 BT0457  STATE/COUNTY-  GA/RANDOLPH
 BT0457  USGS QUAD   -  CARNEGIE (1973)
 BT0457
 BT0457                         *CURRENT SURVEY CONTROL
 BT0457  ___________________________________________________________________
 BT0457* NAD 83(1986)-  31 40 45.     (N)    084 47 16.     (W)     SCALED    
 BT0457* NAVD 88     -       123.730  (meters)     405.94   (feet)  ADJUSTED  
 BT0457  ___________________________________________________________________
 BT0457  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0457  DYNAMIC HT  -         123.584 (meters)     405.46  (feet)  COMP
 BT0457  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 BT0457
 BT0457  VERT ORDER  -  FIRST     CLASS I
 BT0457
 BT0457.The horizontal coordinates were scaled from a topographic map and have
 BT0457.an estimated accuracy of +/- 6 seconds.
 BT0457
 BT0457.The orthometric height was determined by differential leveling
 BT0457.and adjusted by the National Geodetic Survey in June 1991..
 BT0457
 BT0457.The geoid height was determined by GEOID03.
 BT0457
 BT0457.The dynamic height is computed by dividing the NAVD 88
 BT0457.geopotential number by the normal gravity value computed on the
 BT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0457.degrees latitude (g = 980.6199 gals.).
 BT0457
 BT0457.The modeled gravity was interpolated from observed gravity values.
 BT0457
 BT0457;                    North         East    Units  Estimated Accuracy
 BT0457;SPC GA W     -   186,310.      641,110.      MT  (+/- 180 meters Scaled)
 BT0457
 BT0457                          SUPERSEDED SURVEY CONTROL
 BT0457
 BT0457  NGVD 29 (??/??/92)  123.788  (m)          406.13   (f) ADJ UNCH    1 1
 BT0457
 BT0457.Superseded values are not recommended for survey control.
 BT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0457.See file dsdata.txt to determine how the superseded data were derived.
 BT0457
 BT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA097070(NAD 83)
 BT0457_MARKER: DB = BENCH MARK DISK
 BT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0457_STAMPING: C 176 1958
 BT0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0457+STABILITY: SURFACE MOTION
 BT0457
 BT0457  HISTORY     - Date     Condition        Report By
 BT0457  HISTORY     - 1958     MONUMENTED       CGS
 BT0457  HISTORY     - 1974     GOOD             NGS
 BT0457  HISTORY     - 19960215 GOOD             NGS
 BT0457
 BT0457                          STATION DESCRIPTION
 BT0457
 BT0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0457'2.4 MI N FROM CARNEGIE.
 BT0457'ABOUT 2.45 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 BT0457'AT CARNEGIE, 0.7 MILES NORTH OF THE MT. HEBRON CHURCH, AT THE
 BT0457'JUNCTION OF A DIM WOODS ROAD WEST, 46 1/2 FEET WEST OF THE CENTER
 BT0457'LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE WOODS
 BT0457'ROAD, 115 FEET WEST AND ACROSS THE ROAD FROM POWER POLE NUMBER 1147
 BT0457'WITH A TRANSFORMER, 194 FEET NORTH AND ACROSS WOODS ROAD FROM THE
 BT0457'EXTENSION OF A DRIVE EAST TO A WHITE FARM HOUSE, 2 FEET SOUTH OF A
 BT0457'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 BT0457'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BT0457
 BT0457                          STATION RECOVERY (1974)
 BT0457
 BT0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0457'RECOVERED IN GOOD CONDITION.
 BT0457
 BT0457                          STATION RECOVERY (1996)
 BT0457
 BT0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BT0457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0492 ***********************************************************************
 BT0492  DESIGNATION -  C 177
 BT0492  PID         -  BT0492
 BT0492  STATE/COUNTY-  GA/STEWART
 BT0492  USGS QUAD   -  BENEVOLENCE (1972)
 BT0492
 BT0492                         *CURRENT SURVEY CONTROL
 BT0492  ___________________________________________________________________
 BT0492* NAD 83(1986)-  31 57 42.     (N)    084 39 51.     (W)     SCALED    
 BT0492* NAVD 88     -       166.374  (meters)     545.85   (feet)  ADJUSTED  
 BT0492  ___________________________________________________________________
 BT0492  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BT0492  DYNAMIC HT  -         166.179 (meters)     545.21  (feet)  COMP
 BT0492  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 BT0492
 BT0492  VERT ORDER  -  FIRST     CLASS I
 BT0492
 BT0492.The horizontal coordinates were scaled from a topographic map and have
 BT0492.an estimated accuracy of +/- 6 seconds.
 BT0492
 BT0492.The orthometric height was determined by differential leveling
 BT0492.and adjusted by the National Geodetic Survey in June 1991..
 BT0492
 BT0492.The geoid height was determined by GEOID03.
 BT0492
 BT0492.The dynamic height is computed by dividing the NAVD 88
 BT0492.geopotential number by the normal gravity value computed on the
 BT0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0492.degrees latitude (g = 980.6199 gals.).
 BT0492
 BT0492.The modeled gravity was interpolated from observed gravity values.
 BT0492
 BT0492;                    North         East    Units  Estimated Accuracy
 BT0492;SPC GA W     -   217,580.      652,980.      MT  (+/- 180 meters Scaled)
 BT0492
 BT0492                          SUPERSEDED SURVEY CONTROL
 BT0492
 BT0492  NGVD 29 (??/??/92)  166.418  (m)          545.99   (f) ADJ UNCH    1 1
 BT0492
 BT0492.Superseded values are not recommended for survey control.
 BT0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0492.See file dsdata.txt to determine how the superseded data were derived.
 BT0492
 BT0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA207385(NAD 83)
 BT0492_MARKER: DB = BENCH MARK DISK
 BT0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0492_STAMPING: C 177 1958
 BT0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0492+STABILITY: SURFACE MOTION
 BT0492
 BT0492  HISTORY     - Date     Condition        Report By
 BT0492  HISTORY     - 1958     MONUMENTED       CGS
 BT0492  HISTORY     - 1974     GOOD             NGS
 BT0492
 BT0492                          STATION DESCRIPTION
 BT0492
 BT0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0492'3.2 MI SW FROM KIMBROUGH.
 BT0492'ABOUT 3.15 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BT0492'FROM ITS JUNCTION WITH STATE HIGHWAY 55 AT KIMBROUGH, ON THE
 BT0492'OUTSIDE AND AT THE NORTHEAST END OF A LONG CURVE WITH TANGENTS TO
 BT0492'THE NORTHEAST AND WEST, AT A ROAD CROSSING AT MILE POST 172,
 BT0492'26 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 83 FEET SOUTHWEST OF
 BT0492'CENTER LINE OF PRIVATE ROAD, 249 FEET SOUTHWEST AND ACROSS THE
 BT0492'PRIVATE ROAD FROM THE MILE POST, 2 1/2 FEET SOUTHWEST OF THE SECOND
 BT0492'TELEPHONE POLE SOUTHWEST OF THE MILE POST AND THE FIRST POLE
 BT0492'SOUTHWEST OF THE PRIVATE ROAD, 2 FEET NORTHEAST OF A CONCRETE
 BT0492'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 BT0492'CONCRETE POST PROJECTING 4 INCHES.
 BT0492
 BT0492                          STATION RECOVERY (1974)
 BT0492
 BT0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BT0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0633 ***********************************************************************
 BS0633  DESIGNATION -  C 178
 BS0633  PID         -  BS0633
 BS0633  STATE/COUNTY-  GA/BERRIEN
 BS0633  USGS QUAD   -  NASHVILLE WEST (1973)
 BS0633
 BS0633                         *CURRENT SURVEY CONTROL
 BS0633  ___________________________________________________________________
 BS0633* NAD 83(1986)-  31 11 56.     (N)    083 15 07.     (W)     SCALED    
 BS0633* NAVD 88     -        67.814  (meters)     222.49   (feet)  ADJUSTED  
 BS0633  ___________________________________________________________________
 BS0633  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BS0633  DYNAMIC HT  -          67.731 (meters)     222.21  (feet)  COMP
 BS0633  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 BS0633
 BS0633  VERT ORDER  -  FIRST     CLASS I
 BS0633
 BS0633.The horizontal coordinates were scaled from a topographic map and have
 BS0633.an estimated accuracy of +/- 6 seconds.
 BS0633
 BS0633.The orthometric height was determined by differential leveling
 BS0633.and adjusted by the National Geodetic Survey in June 1991..
 BS0633
 BS0633.The geoid height was determined by GEOID03.
 BS0633
 BS0633.The dynamic height is computed by dividing the NAVD 88
 BS0633.geopotential number by the normal gravity value computed on the
 BS0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0633.degrees latitude (g = 980.6199 gals.).
 BS0633
 BS0633.The modeled gravity was interpolated from observed gravity values.
 BS0633
 BS0633;                    North         East    Units  Estimated Accuracy
 BS0633;SPC GA W     -   133,260.      787,170.      MT  (+/- 180 meters Scaled)
 BS0633
 BS0633                          SUPERSEDED SURVEY CONTROL
 BS0633
 BS0633  NGVD 29 (??/??/92)   68.017  (m)          223.15   (f) ADJ UNCH    1 1
 BS0633
 BS0633.Superseded values are not recommended for survey control.
 BS0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0633.See file dsdata.txt to determine how the superseded data were derived.
 BS0633
 BS0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ854538(NAD 83)
 BS0633_MARKER: DB = BENCH MARK DISK
 BS0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0633_SP_SET: CULVERT
 BS0633_STAMPING: C 178 1958
 BS0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0633
 BS0633  HISTORY     - Date     Condition        Report By
 BS0633  HISTORY     - 1958     MONUMENTED       CGS
 BS0633  HISTORY     - 1973     GOOD             NGS
 BS0633  HISTORY     - 1975     GOOD             NGS
 BS0633
 BS0633                          STATION DESCRIPTION
 BS0633
 BS0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BS0633'0.6 MI S FROM NASHVILLE.
 BS0633'ABOUT 0.55 MILES SOUTH ALONG U.S. HIGHWAY 129 FROM THE COURT HOUSE
 BS0633'AT NASHVILLE, AT THE JUNCTION OF STATE HIGHWAY 76, SET IN THE TOP
 BS0633'OF THE EAST END OF THE SOUTH HEADWALL OF A 30-FOOT CONCRETE
 BS0633'CULVERT UNDER THE SOUTH LEG OF HIGHWAY 76, 18 FEET SOUTH OF THE
 BS0633'CENTER LINE OF THE SOUTH LEG OF HIGHWAY 76, 234 FEET WEST OF THE
 BS0633'CENTER LINE OF HIGHWAY 129 AND FROM THE JUNCTION OF THE SOUTH LEG
 BS0633'OF HIGHWAY 76, 1 1/2 FEET WEST OF THE EAST END OF THE HEADWALL,
 BS0633'ABOUT 1 FOOT BELOW THE LEVEL OF HIGHWAY 76.
 BS0633
 BS0633                          STATION RECOVERY (1973)
 BS0633
 BS0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BS0633'ABOUT 0.6 MILE SOUTH ALONG U. S. HIGHWAY 179 AND STATE HIGHWAYS 125
 BS0633'AND 76 FROM A JUNCTION OF THE HIGHWAYS AND THE COUNTY COURTHOUSE AT
 BS0633'NASHVILLE, 22 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD WHICH
 BS0633'FORMS THE SOUTHWEST SIDE OF THE TRIANGULAR JUNCTION OF STATE HIGHWAY
 BS0633'76 AND U. S. HIGHWAY 179 AND STATE HIGHWAY 125, SET IN THE TOP AND 1.1
 BS0633'FEET NORTHWEST OF THE SOUTHEAST END OF A 3-CHANNEL, 22 FOOT, CONCRETE
 BS0633'CULVERT UNDER THE PAVED ROAD, AT THE NORTH CORNER OF THE PROPERTY NOW
 BS0633'OCCUPIED BY THE CHRYSLER, PLYMOUTH, DODGE AGENCY, 234 FEET WEST OF THE
 BS0633'CENTER LINE OF U. S. HIGHWAY 179 AND STATE HIGHWAY 125, AND ABOUT
 BS0633'LEVEL WITH THE PAVED ROAD.
 BS0633
 BS0633                          STATION RECOVERY (1975)
 BS0633
 BS0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BS0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0297 ***********************************************************************
 CM0297  DESIGNATION -  C 179
 CM0297  PID         -  CM0297
 CM0297  STATE/COUNTY-  GA/STEWART
 CM0297  USGS QUAD   -  BROOKLYN (1973)
 CM0297
 CM0297                         *CURRENT SURVEY CONTROL
 CM0297  ___________________________________________________________________
 CM0297* NAD 83(1986)-  32 09 07.     (N)    084 41 30.     (W)     SCALED    
 CM0297* NAVD 88     -       187.806  (meters)     616.16   (feet)  ADJUSTED  
 CM0297  ___________________________________________________________________
 CM0297  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM0297  DYNAMIC HT  -         187.589 (meters)     615.45  (feet)  COMP
 CM0297  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CM0297
 CM0297  VERT ORDER  -  FIRST     CLASS I
 CM0297
 CM0297.The horizontal coordinates were scaled from a topographic map and have
 CM0297.an estimated accuracy of +/- 6 seconds.
 CM0297
 CM0297.The orthometric height was determined by differential leveling
 CM0297.and adjusted by the National Geodetic Survey in June 1991..
 CM0297
 CM0297.The geoid height was determined by GEOID03.
 CM0297
 CM0297.The dynamic height is computed by dividing the NAVD 88
 CM0297.geopotential number by the normal gravity value computed on the
 CM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0297.degrees latitude (g = 980.6199 gals.).
 CM0297
 CM0297.The modeled gravity was interpolated from observed gravity values.
 CM0297
 CM0297;                    North         East    Units  Estimated Accuracy
 CM0297;SPC GA W     -   238,690.      650,480.      MT  (+/- 180 meters Scaled)
 CM0297
 CM0297                          SUPERSEDED SURVEY CONTROL
 CM0297
 CM0297  NGVD 29 (??/??/92)  187.841  (m)          616.27   (f) ADJ UNCH    1 1
 CM0297
 CM0297.Superseded values are not recommended for survey control.
 CM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0297.See file dsdata.txt to determine how the superseded data were derived.
 CM0297
 CM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA177596(NAD 83)
 CM0297_MARKER: DB = BENCH MARK DISK
 CM0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0297_STAMPING: C 179 1958
 CM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0297+STABILITY: SURFACE MOTION
 CM0297
 CM0297  HISTORY     - Date     Condition        Report By
 CM0297  HISTORY     - 1958     MONUMENTED       CGS
 CM0297  HISTORY     - 1974     GOOD             NGS
 CM0297
 CM0297                          STATION DESCRIPTION
 CM0297
 CM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0297'4.6 MI NW FROM RICHLAND.
 CM0297'ABOUT 4.55 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0297'FROM THE STATION AT RICHLAND, AT A DIRT ROAD CROSSING, ABOUT
 CM0297'8 39-FOOT RAILS EAST OF MILE POST 34, 83 1/2 FEET NORTH OF THE
 CM0297'CENTER LINE OF U. S. HIGHWAY 280, 71 FEET WEST OF THE CENTER
 CM0297'LINE OF THE DIRT ROAD, 28 FEET SOUTH OF THE SOUTH RAIL, 71 1/2
 CM0297'FEET SOUTHWEST OF THE CENTER LINE OF THE CROSSING, 19 1/2 FEET
 CM0297'EAST OF THE FIRST TELEPHONE POLE WEST OF THE DIRT ROAD AND ALSO
 CM0297'THE SECOND POLE EAST OF THE MILE POST AND IS IN THE LINE OF THE
 CM0297'POLES, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 CM0297'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 CM0297'POST PROJECTING 4 INCHES.
 CM0297
 CM0297                          STATION RECOVERY (1974)
 CM0297
 CM0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CM0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6178 ***********************************************************************
 CK6178  DESIGNATION -  C 18
 CK6178  PID         -  CK6178
 CK6178  STATE/COUNTY-  GA/CHATHAM
 CK6178  USGS QUAD   -  GARDEN CITY (1980)
 CK6178
 CK6178                         *CURRENT SURVEY CONTROL
 CK6178  ___________________________________________________________________
 CK6178* NAD 83(1994)-  32 05 17.58258(N)    081 10 34.55990(W)     ADJUSTED  
 CK6178* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 CK6178  ___________________________________________________________________
 CK6178  X           -     829,690.971 (meters)                     COMP
 CK6178  Y           -  -5,344,832.593 (meters)                     COMP
 CK6178  Z           -   3,368,709.834 (meters)                     COMP
 CK6178  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CK6178  ELLIP HEIGHT-         -25.21  (meters)          (09/03/97) GPS OBS
 CK6178  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK6178
 CK6178  HORZ ORDER  -  SECOND
 CK6178  ELLP ORDER  -  FOURTH    CLASS II
 CK6178
 CK6178.The horizontal coordinates were established by GPS observations
 CK6178.and adjusted by the National Geodetic Survey in September 1997..
 CK6178
 CK6178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6178
 CK6178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6178
 CK6178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6178
 CK6178.The ellipsoidal height was determined by GPS observations
 CK6178.and is referenced to NAD 83.
 CK6178
 CK6178.The geoid height was determined by GEOID03.
 CK6178
 CK6178;                    North         East     Units Scale Factor Converg.
 CK6178;SPC GA E     -   231,927.359   293,488.989   MT  1.00000775   +0 31 34.2
 CK6178;SPC GA E     -   760,915.01    962,888.46   sFT  1.00000775   +0 31 34.2
 CK6178;SPC SC       -    28,283.915   592,957.152   MT  1.00017037   -0 05 51.8
 CK6178;SPC SC       -    92,795.00  1,945,397.48   iFT  1.00017037   -0 05 51.8
 CK6178;UTM  17      - 3,550,227.584   483,366.623   MT  0.99960341   -0 05 37.1
 CK6178
 CK6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6178!SPC GA E     -   1.00000396  x   1.00000775  =   1.00001171
 CK6178!SPC SC       -   1.00000396  x   1.00017037  =   1.00017433
 CK6178!UTM  17      -   1.00000396  x   0.99960341  =   0.99960737
 CK6178
 CK6178                          SUPERSEDED SURVEY CONTROL
 CK6178
 CK6178  NAD 83(1986)-  32 05 17.59717(N)    081 10 34.57337(W) AD(       ) 2
 CK6178  NGVD 29 (03/03/92)    6.1    (m)           20.     (f) GPS OBS        
 CK6178
 CK6178.Superseded values are not recommended for survey control.
 CK6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6178.See file dsdata.txt to determine how the superseded data were derived.
 CK6178
 CK6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8336750228(NAD 83)
 CK6178_MARKER: DD = SURVEY DISK
 CK6178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6178_SP_SET: CONCRETE POST
 CK6178_STAMPING: C 18 MARCH 1990
 CK6178_MARK LOGO: GA4910
 CK6178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6178+STABILITY: SURFACE MOTION
 CK6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6178+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6178
 CK6178  HISTORY     - Date     Condition        Report By
 CK6178  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6178  HISTORY     - 20000911 MARK NOT FOUND   SCGS
 CK6178
 CK6178                          STATION DESCRIPTION
 CK6178
 CK6178'DESCRIBED BY GEONEX 1990
 CK6178'STATION IS LOCATED IN THE WESTERN PART OF GARDEN CITY ALONG U.S.
 CK6178'HIGHWAY 80 NEAR THE WOODLAWN UNITED METHODIST CHURCH. IT IS
 CK6178'APPROXIMATELY 2.4 MI (3.86 KM) SOUTHWEST FROM CITY HALL AT GARDEN
 CK6178'CITY, 4.9 MI (7.89 KM) WEST FROM SAVANNAH, 4.6 MI (7.40 KM)
 CK6178'EAST-SOUTHEAST FROM POOLER.
 CK6178'TO REACH STATION C 18 FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CK6178'STATE HIGHWAY 307 (DEAN FOREST ROAD), GO EASTERLY ALONG U.S. HIGHWAY
 CK6178'80 FOR 1.2 MI (1.93 KM) TO THE WOODLAWN UNITED METHODIST CHURCH AND
 CK6178'THE STATION ON THE LEFT.
 CK6178'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6178'STAMPED ---C 18  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6178'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 CK6178'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6178'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6178'LOCATED 24.4 FT (7.44 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80,
 CK6178'APPROXIMATELY 40 FT (12.19 M) WEST OF THE SOUTHERLY EXTENSION OF THE
 CK6178'WESTERLY SIDE OF THE CHURCH, 215 DEGREES AZIMUTH, 43.9 FROM THE
 CK6178'SOUTHWEST CORNER OF A SIGN, 242 DEGREES AZIMUTH, 18.4 FT (5.61 M)
 CK6178'FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE, 113
 CK6178'DEGREES AZIMUTH, 184.6 FT (56.27 M) FROM A PK NAIL W/ SHINER IN THE
 CK6178'FACING SIDE OF A POWER POLE, AND 198 DEGREES AZIMUTH, 2.0 FT
 CK6178'(0.61 M) FROM A WITNESS POST.
 CK6178
 CK6178                          STATION RECOVERY (2000)
 CK6178
 CK6178'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6178'NOT RECOVERED, REAL TIME GPS USED TO RECOVER STATION WITH NO RESULTS,
 CK6178'PRESUMED DESTROYED BY HIGHWAY WIDENING.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0596 ***********************************************************************
 EE0596  DESIGNATION -  C 181
 EE0596  PID         -  EE0596
 EE0596  STATE/COUNTY-  GA/GORDON
 EE0596  USGS QUAD   -  PLAINVILLE (1985)
 EE0596
 EE0596                         *CURRENT SURVEY CONTROL
 EE0596  ___________________________________________________________________
 EE0596* NAD 83(1986)-  34 28 14.     (N)    085 00 49.     (W)     SCALED    
 EE0596* NAVD 88     -       191.223  (meters)     627.37   (feet)  ADJUSTED  
 EE0596  ___________________________________________________________________
 EE0596  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EE0596  DYNAMIC HT  -         191.028 (meters)     626.73  (feet)  COMP
 EE0596  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EE0596
 EE0596  VERT ORDER  -  FIRST     CLASS I
 EE0596
 EE0596.The horizontal coordinates were scaled from a topographic map and have
 EE0596.an estimated accuracy of +/- 6 seconds.
 EE0596
 EE0596.The orthometric height was determined by differential leveling
 EE0596.and adjusted by the National Geodetic Survey in June 1991..
 EE0596
 EE0596.The geoid height was determined by GEOID03.
 EE0596
 EE0596.The dynamic height is computed by dividing the NAVD 88
 EE0596.geopotential number by the normal gravity value computed on the
 EE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0596.degrees latitude (g = 980.6199 gals.).
 EE0596
 EE0596.The modeled gravity was interpolated from observed gravity values.
 EE0596
 EE0596;                    North         East    Units  Estimated Accuracy
 EE0596;SPC GA W     -   496,020.      622,200.      MT  (+/- 180 meters Scaled)
 EE0596
 EE0596                          SUPERSEDED SURVEY CONTROL
 EE0596
 EE0596  NGVD 29 (??/??/92)  191.203  (m)          627.31   (f) ADJ UNCH    1 1
 EE0596
 EE0596.Superseded values are not recommended for survey control.
 EE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0596.See file dsdata.txt to determine how the superseded data were derived.
 EE0596
 EE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD824161(NAD 83)
 EE0596_MARKER: DB = BENCH MARK DISK
 EE0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0596_SP_SET: BRIDGE PIER
 EE0596_STAMPING: C 181 1936
 EE0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0596
 EE0596  HISTORY     - Date     Condition        Report By
 EE0596  HISTORY     - 1936     MONUMENTED       CGS
 EE0596  HISTORY     - 1968     GOOD             NGS
 EE0596
 EE0596                          STATION DESCRIPTION
 EE0596
 EE0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0596'0.6 MI N FROM REEVES.
 EE0596'ABOUT 0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM A BLACKTOP
 EE0596'ROAD CROSSING AT REEVES, ABOUT 0.4 MILE SOUTH OF MILEPOST 61,
 EE0596'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE PIER UNDER
 EE0596'THE STEEL PORTION OF THE BRIDGE OVER THE OOSTANAULA RIVER, 13
 EE0596'FEET EAST OF THE EAST RAIL, 1.3 FEET SOUTHWEST OF THE NORTHEAST
 EE0596'CORNER OF THE PIER AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0496 ***********************************************************************
 EE0496  DESIGNATION -  C 182
 EE0496  PID         -  EE0496
 EE0496  STATE/COUNTY-  GA/POLK
 EE0496  USGS QUAD   -  ROCKMART NORTH (1973)
 EE0496
 EE0496                         *CURRENT SURVEY CONTROL
 EE0496  ___________________________________________________________________
 EE0496* NAD 83(1986)-  34 03 46.     (N)    085 04 48.     (W)     SCALED    
 EE0496* NAVD 88     -       226.082  (meters)     741.74   (feet)  ADJUSTED  
 EE0496  ___________________________________________________________________
 EE0496  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE0496  DYNAMIC HT  -         225.844 (meters)     740.96  (feet)  COMP
 EE0496  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 EE0496
 EE0496  VERT ORDER  -  FIRST     CLASS I
 EE0496
 EE0496.The horizontal coordinates were scaled from a topographic map and have
 EE0496.an estimated accuracy of +/- 6 seconds.
 EE0496
 EE0496.The orthometric height was determined by differential leveling
 EE0496.and adjusted by the National Geodetic Survey in June 1991..
 EE0496
 EE0496.The geoid height was determined by GEOID03.
 EE0496
 EE0496.The dynamic height is computed by dividing the NAVD 88
 EE0496.geopotential number by the normal gravity value computed on the
 EE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0496.degrees latitude (g = 980.6199 gals.).
 EE0496
 EE0496.The modeled gravity was interpolated from observed gravity values.
 EE0496
 EE0496;                    North         East    Units  Estimated Accuracy
 EE0496;SPC GA W     -   450,840.      615,690.      MT  (+/- 180 meters Scaled)
 EE0496
 EE0496                          SUPERSEDED SURVEY CONTROL
 EE0496
 EE0496  NGVD 29 (??/??/92)  226.020  (m)          741.53   (f) ADJ UNCH    1 1
 EE0496
 EE0496.Superseded values are not recommended for survey control.
 EE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0496.See file dsdata.txt to determine how the superseded data were derived.
 EE0496
 EE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC771707(NAD 83)
 EE0496_MARKER: DB = BENCH MARK DISK
 EE0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0496_SP_SET: SEMAPHORE BASE
 EE0496_STAMPING: C 182 1936
 EE0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0496
 EE0496  HISTORY     - Date     Condition        Report By
 EE0496  HISTORY     - 1936     MONUMENTED       CGS
 EE0496  HISTORY     - 1968     GOOD             NGS
 EE0496
 EE0496                          STATION DESCRIPTION
 EE0496
 EE0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EE0496'1.8 MI N FROM ARAGON.
 EE0496'ABOUT 1.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 EE0496'STATION AT ARAGON, ALSO MAY BE REACHED BY GOING 5.6 MILES NORTH
 EE0496'ALONG STATE HIGHWAY 101 FROM THE JUNCTION OF U.S. HIGHWAY 278
 EE0496'AT ROCKMART, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, THENCE
 EE0496'0.4 MILE SOUTH ALONG THE SOUTHERN RAILWAY, ABOUT 0.4 MILE SOUTHEAST
 EE0496'OF A GRAVELED ROAD CROSSING, ABOUT 70 YARDS NORTHWEST OF THE
 EE0496'NORTHWEST END OF A 105-FOOT WOODEN BRIDGE OVER A STREAM, ABOUT
 EE0496'0.2 MILE NORTHWEST OF MILEPOST 97, SET IN THE TOP OF THE NORTH
 EE0496'CORNER OF THE CONCRETE BASE TO SEMAPHORE 969 H, 7.2 FEET SOUTHWEST
 EE0496'OF THE SOUTHWEST RAIL AND ABOUT LEVEL WITH THE GROUND, AND ABOUT
 EE0496'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0024 ***********************************************************************
 CM0024  DESIGNATION -  C 186
 CM0024  PID         -  CM0024
 CM0024  STATE/COUNTY-  GA/TAYLOR
 CM0024  USGS QUAD   -  BUTLER EAST (1971)
 CM0024
 CM0024                         *CURRENT SURVEY CONTROL
 CM0024  ___________________________________________________________________
 CM0024* NAD 83(1994)-  32 33 38.57558(N)    084 14 36.58026(W)     ADJUSTED  
 CM0024* NAVD 88     -       197.550  (meters)     648.13   (feet)  ADJUSTED  
 CM0024  ___________________________________________________________________
 CM0024  X           -     539,719.374 (meters)                     COMP
 CM0024  Y           -  -5,353,859.612 (meters)                     COMP
 CM0024  Z           -   3,413,091.981 (meters)                     COMP
 CM0024  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CM0024  ELLIP HEIGHT-         171.10  (meters)          (09/21/99) GPS OBS
 CM0024  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM0024  DYNAMIC HT  -         197.329 (meters)     647.40  (feet)  COMP
 CM0024  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CM0024
 CM0024  HORZ ORDER  -  A
 CM0024  VERT ORDER  -  FIRST     CLASS II
 CM0024  ELLP ORDER  -  THIRD     CLASS I
 CM0024
 CM0024.This mark is at Butler Municipal Airport (6A1)
 CM0024
 CM0024.The horizontal coordinates were established by GPS observations
 CM0024.and adjusted by the National Geodetic Survey in September 1999..
 CM0024
 CM0024.The orthometric height was determined by differential leveling
 CM0024.and adjusted by the National Geodetic Survey in June 1991..
 CM0024.WARNING-Repeat measurements at this control monument indicate possible
 CM0024.vertical movement.
 CM0024
 CM0024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM0024
 CM0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0024
 CM0024.The ellipsoidal height was determined by GPS observations
 CM0024.and is referenced to NAD 83.
 CM0024
 CM0024.The geoid height was determined by GEOID03.
 CM0024
 CM0024.The dynamic height is computed by dividing the NAVD 88
 CM0024.geopotential number by the normal gravity value computed on the
 CM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0024.degrees latitude (g = 980.6199 gals.).
 CM0024
 CM0024.The modeled gravity was interpolated from observed gravity values.
 CM0024
 CM0024;                    North         East     Units Scale Factor Converg.
 CM0024;SPC GA W     -   283,891.954   692,785.543   MT  0.99990064   -0 02 28.9
 CM0024;SPC GA W     -   931,402.19  2,272,913.90   sFT  0.99990064   -0 02 28.9
 CM0024;UTM  16      - 3,605,941.756   758,812.035   MT  1.00042607   +1 29 03.7
 CM0024
 CM0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0024!SPC GA W     -   0.99997314  x   0.99990064  =   0.99987378
 CM0024!UTM  16      -   0.99997314  x   1.00042607  =   1.00039920
 CM0024
 CM0024                          SUPERSEDED SURVEY CONTROL
 CM0024
 CM0024  NAVD 88 (09/21/99)  197.55   (m)          648.1    (f) LEVELING    3  
 CM0024  NGVD 29 (??/??/92)  197.635  (m)          648.41   (f) ADJ UNCH    1 2
 CM0024
 CM0024.Superseded values are not recommended for survey control.
 CM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0024.See file dsdata.txt to determine how the superseded data were derived.
 CM0024
 CM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5881205942(NAD 83)
 CM0024_MARKER: DB = BENCH MARK DISK
 CM0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0024_STAMPING: C 186 1944 648.407
 CM0024_MARK LOGO: CGS   
 CM0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0024+STABILITY: SURFACE MOTION
 CM0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM0024+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1998
 CM0024
 CM0024  HISTORY     - Date     Condition        Report By
 CM0024  HISTORY     - 1944     MONUMENTED       CGS
 CM0024  HISTORY     - 1966     POOR             NGS
 CM0024  HISTORY     - 19980305 GOOD             NGS
 CM0024  HISTORY     - 20021113 POOR             METRIC
 CM0024  HISTORY     - 20050724 POOR             JCLS
 CM0024
 CM0024                          STATION DESCRIPTION
 CM0024
 CM0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CM0024'0.4 MI WNW FROM BUTLER.
 CM0024'ABOUT 0.3 MILE W AND 0.2 MILE N ALONG HWY, AND STREETS FROM THE
 CM0024'COURTHOUSE IN BUTLER, AT THE ENTRANCE TO BUTLER AIRPORT, ABOUT 75
 CM0024'YARDS N OF THE CENTRAL OF GEORGIA R.R., 133 FEET ENE OF NE CORNER
 CM0024'OF THE CONCRETE BLOCK (A TIMBER FRAME AND SHEET METAL SHED HAS
 CM0024'BEEN ADDED) HANGAR, ONE FOOT W OF A FENCE, 17 FEET N OF THE
 CM0024'PROJECTED CENTER LINE OF THE AIRPORT-ACCESS STREET, IN TOP OF A
 CM0024'SQUARE CONCRETE POST THAT PROJECTS 0.4 FOOT ABOVE GROUND.
 CM0024'NOTE-- PLANNED IMPROVEMENTS AT THE AIRPORT MAY DESTROY THE MARK IN
 CM0024'THE NEAR FUTURE, SO BENCH MARK C 186 RESET 1966 (SEE DESCRIPTION
 CM0024'THEREOF) WAS SET ABOUT 75 YARDS SW OF THE SUBJECT MARK.
 CM0024
 CM0024                          STATION RECOVERY (1998)
 CM0024
 CM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 CM0024'THE STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) NORTHWEST OF BUTLER, AT
 CM0024'THE ENTRANCE TO THE BUTLER AIRPORT.  OWNERSHIP--TAYLOR COUNTY, P.O.
 CM0024'BOX 278 BUTLER GA 31006.  AIRPORT MANAGER IS CODY RUSTIN, WHO IS PART
 CM0024'TIME. TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, GO WEST 0.05
 CM0024'MI (0.08 KM) ON STATE HIGHWAY 96 TO STATE HIGHWAY 119.  TURN RIGHT AND
 CM0024'GO NORTH ON STATE HIGHWAY 119 (POPLAR STREET) 0.1 MI (0.2 KM) TO
 CM0024'RAILROAD CROSSING.  CROSS RAILROAD TRACKS AND GO NORTH 0.05 MI (0.08
 CM0024'KM) TO A SIDE STREET LEFT.  TURN LEFT AND GO WEST ON PLUM STREET FOR
 CM0024'0.25 MI (0.40 KM) TO THE END OF THE ROAD AND THE STATION STRAIGHT
 CM0024'AHEAD. MONUMENT PROJECTS 0.6 FT (18.3 CM) ABOVE GROUND.  LOCATED 52.0
 CM0024'FT (15.8 M) WEST-NORTHWEST FROM THE CENTERLINE OF PAVED ROAD, 37.5 FT
 CM0024'(11.4 M) NORTHEAST FROM A FIRE HYDRANT, 37.0 FT (11.3 M)
 CM0024'WEST-NORTHWEST FROM A STOP SIGN, 24.8 FT (7.6 M) NORTHWEST FROM A
 CM0024'ROUND SEWER ACCESS COVER.
 CM0024
 CM0024                          STATION RECOVERY (2002)
 CM0024
 CM0024'RECOVERY NOTE BY METRIC SURVEYS 2002 (HLB)
 CM0024'MARK RECOVERED TILTED TOWARD THE N/W SEVERAL CENTIMETERS.  SOIL WAS
 CM0024'SOFT ON THE S/E SIDE OF THE MARK, INDICATING RECENT MOVEMENT.  NO TIES
 CM0024'WERE MADE TO THE MARK AT THIS TIME.
 CM0024
 CM0024                          STATION RECOVERY (2005)
 CM0024
 CM0024'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 CM0024'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0025 ***********************************************************************
 CM0025  DESIGNATION -  C 186 RESET 1966
 CM0025  PID         -  CM0025
 CM0025  STATE/COUNTY-  GA/TAYLOR
 CM0025  USGS QUAD   -  BUTLER EAST (1971)
 CM0025
 CM0025                         *CURRENT SURVEY CONTROL
 CM0025  ___________________________________________________________________
 CM0025* NAD 83(1986)-  32 33 39.     (N)    084 14 37.     (W)     SCALED    
 CM0025* NAVD 88     -       199.25   (meters)     653.7    (feet)  RESET     
 CM0025  ___________________________________________________________________
 CM0025  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM0025
 CM0025  VERT ORDER  -  THIRD
 CM0025
 CM0025.The horizontal coordinates were scaled from a topographic map and have
 CM0025.an estimated accuracy of +/- 6 seconds.
 CM0025
 CM0025.The orthometric height was computed from unverified reset data.
 CM0025
 CM0025.The geoid height was determined by GEOID03.
 CM0025
 CM0025;                    North         East    Units  Estimated Accuracy
 CM0025;SPC GA W     -   283,910.      692,780.      MT  (+/- 180 meters Scaled)
 CM0025
 CM0025                          SUPERSEDED SURVEY CONTROL
 CM0025
 CM0025.No superseded survey control is available for this station.
 CM0025
 CM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB588059(NAD 83)
 CM0025_MARKER: DB = BENCH MARK DISK
 CM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0025_STAMPING: C 186 RESET 1966
 CM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0025+STABILITY: SURFACE MOTION
 CM0025
 CM0025  HISTORY     - Date     Condition        Report By
 CM0025  HISTORY     - 1966     MONUMENTED       CGS
 CM0025
 CM0025                          STATION DESCRIPTION
 CM0025
 CM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CM0025'0.4 MI WNW FROM BUTLER.
 CM0025'ABOUT 0.35 MILE W AND 0.2 MILE N ALONG HWY. AND STREETS FROM THE
 CM0025'COURTHOUSE IN BUTLER, ABOUT 50 YARDS W OF THE SE CORNER OF BUTLER
 CM0025'AIRPORT, 64 FEET ENE OF TOP OF BANK AT APPARENTLY DEEPEST POINT
 CM0025'OF CENTRAL OF GEORGIA R.R. CUT, ONE FOOT N OF THE R.R.-AIRPORT
 CM0025'BOUNDARY FENCE, AND 1.5 FEET NE OF STEEL FENCE POST TO WHICH IS
 CM0025'BOLTED A STANDARD WITNESS-POST SIGN, SET IN TOP OF A ROUND
 CM0025'CONCRETE POST THAT IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1710 ***********************************************************************
 BE1710  DESIGNATION -  C 187
 BE1710  PID         -  BE1710
 BE1710  STATE/COUNTY-  GA/DECATUR
 BE1710  USGS QUAD   -  BAINBRIDGE (1974)
 BE1710
 BE1710                         *CURRENT SURVEY CONTROL
 BE1710  ___________________________________________________________________
 BE1710* NAD 83(1986)-  30 59 42.     (N)    084 37 23.     (W)     SCALED    
 BE1710* NAVD 88     -        35.080  (meters)     115.09   (feet)  ADJUSTED  
 BE1710  ___________________________________________________________________
 BE1710  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BE1710  DYNAMIC HT  -          35.036 (meters)     114.95  (feet)  COMP
 BE1710  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BE1710
 BE1710  VERT ORDER  -  FIRST     CLASS I
 BE1710
 BE1710.The horizontal coordinates were scaled from a topographic map and have
 BE1710.an estimated accuracy of +/- 6 seconds.
 BE1710
 BE1710.The orthometric height was determined by differential leveling
 BE1710.and adjusted by the National Geodetic Survey in April 1998..
 BE1710.WARNING-Repeat measurements at this control monument indicate possible
 BE1710.vertical movement.
 BE1710
 BE1710.The geoid height was determined by GEOID03.
 BE1710
 BE1710.The dynamic height is computed by dividing the NAVD 88
 BE1710.geopotential number by the normal gravity value computed on the
 BE1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1710.degrees latitude (g = 980.6199 gals.).
 BE1710
 BE1710.The modeled gravity was interpolated from observed gravity values.
 BE1710
 BE1710;                    North         East    Units  Estimated Accuracy
 BE1710;SPC GA W     -   110,390.      656,420.      MT  (+/- 180 meters Scaled)
 BE1710
 BE1710                          SUPERSEDED SURVEY CONTROL
 BE1710
 BE1710  NAVD 88 (06/15/91)   35.064  (m)          115.04   (f) UNKNOWN     1 1
 BE1710  NGVD 29 (??/??/92)   35.191  (m)          115.46   (f) ADJ UNCH    1 1
 BE1710
 BE1710.Superseded values are not recommended for survey control.
 BE1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1710.See file dsdata.txt to determine how the superseded data were derived.
 BE1710
 BE1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV269314(NAD 83)
 BE1710_MARKER: DB = BENCH MARK DISK
 BE1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1710_STAMPING: C 187 1944
 BE1710_MARK LOGO: CGS   
 BE1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1710+STABILITY: SURFACE MOTION
 BE1710
 BE1710  HISTORY     - Date     Condition        Report By
 BE1710  HISTORY     - 1944     MONUMENTED       CGS
 BE1710  HISTORY     - 1958     GOOD             NGS
 BE1710  HISTORY     - 1973     GOOD             NGS
 BE1710  HISTORY     - 19960228 GOOD             NGS
 BE1710
 BE1710                          STATION DESCRIPTION
 BE1710
 BE1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE1710'6 MI NW FROM WEST BAINBRIDGE.
 BE1710'ABOUT 6.0 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 BE1710'FROM ITS JUNCTION WITH THE ATLANTIC COAST LINE RAILROAD AT
 BE1710'WEST BAINBRIDGE, 52 FEET SOUTHWEST OF AND AT ABOUT RIGHT ANGLES
 BE1710'ACROSS THE TRACK FROM MILE POST 97, 35 FEET SOUTHWEST OF THE
 BE1710'SOUTHWEST RAIL, 72 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 BE1710'TELEPHONE POLE 693, 33.8 FEET SOUTH-SOUTHEAST OF THE SEVENTH
 BE1710'TELEPHONE POLE SOUTHEAST OF THE CROSSING OF AN EAST-WEST ROAD,
 BE1710'65 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 27, 1 FOOT
 BE1710'SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW THE
 BE1710'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BE1710'PROJECTING 2 INCHES.
 BE1710
 BE1710                          STATION RECOVERY (1973)
 BE1710
 BE1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BE1710'RECOVERED IN GOOD CONDITION.
 BE1710
 BE1710                          STATION RECOVERY (1996)
 BE1710
 BE1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JRO)
 BE1710'THIS MARK IS 6.55 MILES (10.54 KM) NORTH AND NW ALONG US 27 FROM THE
 BE1710'NORTH END OF US 27 BRIDGE OVER THE FLINT RIVER, 5.45 MILES (8.77 KM)
 BE1710'NORTH ALONG SAME FROM JUNCTION OF US 27 AND US 84, 0.7 MILES (1.1 KM)
 BE1710'NW OF BRINSON RD, 0.5 MILES (0.8 KM) NW OF CROSSING OF RR SIDING, 5.55
 BE1710'MILES (8.93 KM) SE ALONG US 27 FROM MILLER-DECATUR COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0855 ***********************************************************************
 BE0855  DESIGNATION -  C 188
 BE0855  PID         -  BE0855
 BE0855  STATE/COUNTY-  GA/DECATUR
 BE0855  USGS QUAD   -  BAINBRIDGE (1974)
 BE0855
 BE0855                         *CURRENT SURVEY CONTROL
 BE0855  ___________________________________________________________________
 BE0855* NAD 83(1986)-  30 55 22.     (N)    084 36 33.     (W)     SCALED    
 BE0855* NAVD 88     -        31.978  (meters)     104.91   (feet)  ADJUSTED  
 BE0855  ___________________________________________________________________
 BE0855  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BE0855  DYNAMIC HT  -          31.938 (meters)     104.78  (feet)  COMP
 BE0855  MODELED GRAV-     979,380.4   (mgal)                       NAVD 88
 BE0855
 BE0855  VERT ORDER  -  SECOND    CLASS 0
 BE0855
 BE0855.This mark is at Decatur Co Industrial Airpark  (BGE)
 BE0855
 BE0855.The horizontal coordinates were scaled from a topographic map and have
 BE0855.an estimated accuracy of +/- 6 seconds.
 BE0855
 BE0855.The orthometric height was determined by differential leveling
 BE0855.and adjusted by the National Geodetic Survey in June 1991..
 BE0855
 BE0855.The geoid height was determined by GEOID03.
 BE0855
 BE0855.The dynamic height is computed by dividing the NAVD 88
 BE0855.geopotential number by the normal gravity value computed on the
 BE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0855.degrees latitude (g = 980.6199 gals.).
 BE0855
 BE0855.The modeled gravity was interpolated from observed gravity values.
 BE0855
 BE0855;                    North         East    Units  Estimated Accuracy
 BE0855;SPC GA W     -   102,370.      657,710.      MT  (+/- 180 meters Scaled)
 BE0855
 BE0855                          SUPERSEDED SURVEY CONTROL
 BE0855
 BE0855  NGVD 29 (??/??/92)   32.103  (m)          105.32   (f) ADJ UNCH    2 0
 BE0855
 BE0855.Superseded values are not recommended for survey control.
 BE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0855.See file dsdata.txt to determine how the superseded data were derived.
 BE0855
 BE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV284234(NAD 83)
 BE0855_MARKER: DB = BENCH MARK DISK
 BE0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0855_STAMPING: C 188 1944
 BE0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0855+STABILITY: SURFACE MOTION
 BE0855
 BE0855  HISTORY     - Date     Condition        Report By
 BE0855  HISTORY     - 1944     MONUMENTED       CGS
 BE0855  HISTORY     - 1945     GOOD             NGS
 BE0855  HISTORY     - 1974     MARK NOT FOUND   USGS
 BE0855
 BE0855                          STATION DESCRIPTION
 BE0855
 BE0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BE0855'2.2 MI W FROM BAINBRIDGE.
 BE0855'2.2 MILES WEST OF BAINBRIDGE AT THE ENTRANCE OF THE COMMODORE
 BE0855'DECATUR AIRPORT NO. 6 (BAINBRIDGE MUNICIPAL FIELD), BETWEEN
 BE0855'TWO GATES IN THE FENCE LINE, 24 FEET EAST OF GATE WITH CATTLE
 BE0855'GUARD, 27 FEET WEST OF GATE AT DRIVEWAY.  A BRONZE DISK SET IN
 BE0855'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BE0855'GROUND.
 BE0855
 BE0855                          STATION RECOVERY (1974)
 BE0855
 BE0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BE0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0728 ***********************************************************************
 BR0728  DESIGNATION -  C 189
 BR0728  PID         -  BR0728
 BR0728  STATE/COUNTY-  GA/LIBERTY
 BR0728  USGS QUAD   -  HINESVILLE (1973)
 BR0728
 BR0728                         *CURRENT SURVEY CONTROL
 BR0728  ___________________________________________________________________
 BR0728* NAD 83(1986)-  31 51 32.     (N)    081 33 46.     (W)     SCALED    
 BR0728* NAVD 88     -         7.121  (meters)      23.36   (feet)  ADJUSTED  
 BR0728  ___________________________________________________________________
 BR0728  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 BR0728  DYNAMIC HT  -           7.113 (meters)      23.34  (feet)  COMP
 BR0728  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 BR0728
 BR0728  VERT ORDER  -  SECOND    CLASS 0
 BR0728
 BR0728.The horizontal coordinates were scaled from a topographic map and have
 BR0728.an estimated accuracy of +/- 6 seconds.
 BR0728
 BR0728.The orthometric height was determined by differential leveling
 BR0728.and adjusted by the National Geodetic Survey in June 1991..
 BR0728
 BR0728.The geoid height was determined by GEOID03.
 BR0728
 BR0728.The dynamic height is computed by dividing the NAVD 88
 BR0728.geopotential number by the normal gravity value computed on the
 BR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0728.degrees latitude (g = 980.6199 gals.).
 BR0728
 BR0728.The modeled gravity was interpolated from observed gravity values.
 BR0728
 BR0728;                    North         East    Units  Estimated Accuracy
 BR0728;SPC GA E     -   206,230.      257,150.      MT  (+/- 180 meters Scaled)
 BR0728
 BR0728                          SUPERSEDED SURVEY CONTROL
 BR0728
 BR0728  NGVD 29 (??/??/92)    7.430  (m)           24.38   (f) ADJ UNCH    2 0
 BR0728
 BR0728.Superseded values are not recommended for survey control.
 BR0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0728.See file dsdata.txt to determine how the superseded data were derived.
 BR0728
 BR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR467249(NAD 83)
 BR0728_MARKER: DB = BENCH MARK DISK
 BR0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR0728_SP_SET: CULVERT
 BR0728_STAMPING: C 189 1945
 BR0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0728
 BR0728  HISTORY     - Date     Condition        Report By
 BR0728  HISTORY     - 1945     MONUMENTED       CGS
 BR0728  HISTORY     - 1958     GOOD             NGS
 BR0728  HISTORY     - 1975     GOOD             LOCSUR
 BR0728
 BR0728                          STATION DESCRIPTION
 BR0728
 BR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BR0728'AT FLEMINGTON.
 BR0728'AT FLEMINGTON, LIBERTY COUNTY, AT Y JUNCTION OF STATE HIGHWAY 38
 BR0728'AND ROAD NORTH, 45 FEET NORTH OF THE CENTER OF STATE HIGHWAY 38 AT
 BR0728'BEND WEST, 20.7 FEET SOUTHWEST OF THE CENTER OF A ROAD NORTH, 9.2
 BR0728'FEET NORTHWEST OF A 2 FOOT TREE.  A STANDARD DISK, STAMPED C 189
 BR0728'1945 AND SET IN THE TOP OF THE NORTHWEST END OF A HEADWALL OF
 BR0728'CONCRETE BOX CULVERT.
 BR0728
 BR0728                          STATION RECOVERY (1975)
 BR0728
 BR0728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 BR0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6179 ***********************************************************************
 CK6179  DESIGNATION -  C 19
 CK6179  PID         -  CK6179
 CK6179  STATE/COUNTY-  GA/CHATHAM
 CK6179  USGS QUAD   -  SAVANNAH (1978)
 CK6179
 CK6179                         *CURRENT SURVEY CONTROL
 CK6179  ___________________________________________________________________
 CK6179* NAD 83(1994)-  32 03 24.93306(N)    081 07 14.53356(W)     ADJUSTED  
 CK6179* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 CK6179  ___________________________________________________________________
 CK6179  X           -     835,157.967 (meters)                     COMP
 CK6179  Y           -  -5,345,844.701 (meters)                     COMP
 CK6179  Z           -   3,365,768.833 (meters)                     COMP
 CK6179  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CK6179  ELLIP HEIGHT-         -26.60  (meters)          (09/03/97) GPS OBS
 CK6179  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 CK6179
 CK6179  HORZ ORDER  -  SECOND
 CK6179  ELLP ORDER  -  FOURTH    CLASS II
 CK6179
 CK6179.The horizontal coordinates were established by GPS observations
 CK6179.and adjusted by the National Geodetic Survey in September 1997..
 CK6179
 CK6179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6179
 CK6179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6179
 CK6179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6179
 CK6179.The ellipsoidal height was determined by GPS observations
 CK6179.and is referenced to NAD 83.
 CK6179
 CK6179.The geoid height was determined by GEOID03.
 CK6179
 CK6179;                    North         East     Units Scale Factor Converg.
 CK6179;SPC GA E     -   228,507.114   298,767.743   MT  1.00002027   +0 33 18.7
 CK6179;SPC GA E     -   749,693.76    980,207.17   sFT  1.00002027   +0 33 18.7
 CK6179;SPC SC       -    24,805.905   598,199.264   MT  1.00018538   -0 04 00.9
 CK6179;SPC SC       -    81,384.20  1,962,596.01   iFT  1.00018538   -0 04 00.9
 CK6179;UTM  17      - 3,546,751.893   488,605.930   MT  0.99960160   -0 03 50.6
 CK6179
 CK6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6179!SPC GA E     -   1.00000418  x   1.00002027  =   1.00002445
 CK6179!SPC SC       -   1.00000418  x   1.00018538  =   1.00018956
 CK6179!UTM  17      -   1.00000418  x   0.99960160  =   0.99960578
 CK6179
 CK6179                          SUPERSEDED SURVEY CONTROL
 CK6179
 CK6179  NAD 83(1986)-  32 03 24.94716(N)    081 07 14.54756(W) AD(       ) 2
 CK6179  NGVD 29 (03/03/92)    4.8    (m)           16.     (f) GPS OBS        
 CK6179
 CK6179.Superseded values are not recommended for survey control.
 CK6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6179.See file dsdata.txt to determine how the superseded data were derived.
 CK6179
 CK6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8860646752(NAD 83)
 CK6179_MARKER: DD = SURVEY DISK
 CK6179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6179_SP_SET: CONCRETE POST
 CK6179_STAMPING: C 19 MARCH 1990
 CK6179_MARK LOGO: GA4910
 CK6179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6179+STABILITY: SURFACE MOTION
 CK6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6179+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 CK6179
 CK6179  HISTORY     - Date     Condition        Report By
 CK6179  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6179  HISTORY     - 20000912 GOOD             SCGS
 CK6179
 CK6179                          STATION DESCRIPTION
 CK6179
 CK6179'DESCRIBED BY GEONEX 1990
 CK6179'STATION IS LOCATED IN SAVANNAH AT THE INTERSECTION OF U.S. HIGHWAY 80
 CK6179'(W. VICTORY DRIVE) AND KILOWATT DRIVE ON THE PROPERTY OF SAVANNAH
 CK6179'ELECTRIC AND POWER COMPANY, SYSTEMS ENGINEERING OPERATIONS CENTER.
 CK6179'CONTACT MR. PAUL H. LESTER, R.L.S,  AT (912) 944-3711 FOR PERMISSION
 CK6179'TO ACCESS THE STATION.
 CK6179'TO REACH STATION C 19 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 516,
 CK6179'(LYNES MEMORIAL PARKWAY) AND U.S. HIGHWAY 80 (OGEECHEE ROAD), GO
 CK6179'NORTHEASTERLY ALONG U.S. HIGHWAY 80 (OGEECHEE ROAD) FOR 1.25 MI
 CK6179'(2.01 KM) TO THE Y INTERSECTION WITH W. VICTORY DRIVE ON THE RIGHT.
 CK6179'TURN RIGHT AND GO EAST ALONG U.S. HIGHWAY 80 (W. VICTORY DRIVE) FOR
 CK6179'APPROXIMATELY 0.1 MI (0.16 KM) TO THE INTERSECTION WITH KILOWATT
 CK6179'DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG KILOWATT DRIVE FOR
 CK6179'APPROXIMATELY 0.05 MI (0.08 KM) FT TO THE SOUTHWEST CORNER OF THE
 CK6179'LAWN AND THE STATION ON THE LEFT, IN FRONT OF THE SAVANNAH ELECTRIC
 CK6179'SYSTEM ENGINEERING OPERATIONS CENTER AT 3100 KILOWATT DRIVE.
 CK6179'STATION IS A 3-1/4 INCH SAVANNAH ELECTRIC AND POWER COMPANY BRASS DISK
 CK6179'STAMPED ---C 19  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6179'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6179'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6179'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6179'LOCATED 53.4 FT (16.28 M) EAST FROM THE CENTERLINE OF KILOWATT DRIVE,
 CK6179'22.7 FT (6.92 M) NORTH FROM THE NORTH EDGE OF THE ASPHALT PARKING LOT
 CK6179', 35 DEGREES AZIMUTH, 119.1 FT (36.30 M) FROM A PK NAIL W/ SHINER IN
 CK6179'THE FACING SIDE OF A BRACE POLE, 344 DEGREES AZIMUTH, 83.8 FT
 CK6179'(25.54 M) FROM THE CENTER OF A STEEL LIGHT POLE, 273 DEGREES AZIMUTH,
 CK6179'100.3 FT (30.57 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A
 CK6179'36 INCH OAK TREE.
 CK6179
 CK6179                          STATION RECOVERY (2000)
 CK6179
 CK6179'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6179'STATION IS LOCATED 3.5 MILES (5.6 KM) SOUTH SOUTHWEST OF SAVANNAH.
 CK6179'OWNERSHIP--SAVANNAH ELECTRIC AND POWER COMPANY, SYSTEMS ENGINEERING
 CK6179'OPERATIONS CENTER, CONTACT-MR.  PAUL H.  LESTER, RLS, PHONE
 CK6179'912-944-3711.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 CK6179'HIGHWAYS 17, 80 (OGEECHEE ROAD) AND INTERSTATE 516 (LYNES MEMORIAL
 CK6179'PARKWAY) , 4.5 MILES (7.2 KM) SOUTHWEST OF SAVANNAH, GO EAST NORTHEAST
 CK6179'ON HIGHWAY 80 (OGEECHEE ROAD) FOR 1.25 MILES (2.01 KM) TO THE JUNCTION
 CK6179'OF A PAVED ROAD RIGHT (KILOWATT DRIVE) , TURN RIGHT ON KILOWATT DRIVE
 CK6179'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT IN THE NORTHEAST
 CK6179'ANGLE OF THE FIRST DRIVEWAY LEADING TO THE ENGINEERING AND SYSTEM
 CK6179'CONTROL COMPLEX.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2
 CK6179'CM) AND 2.0 FEET (0.6 M) ABOVE THE DRIVE, 53.3 FEET (16.2 M) EAST
 CK6179'SOUTHEAST OF THE CENTER OF KILOWATT DRIVE, 33.3 FEET (10.1 M) NORTH
 CK6179'NORTHEAST OF THE CENTER OF THE DRIVEWAY, 19.7 FEET (6.0 M) NORTHEAST
 CK6179'OF A METAL LIGHT POLE WITH TWO LIGHTS, 40.6 FEET (12.4 M) WEST
 CK6179'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE SIGN FOR
 CK6179'THE OPERATIONS CENTER, 97.4 FEET (29.7 M) SOUTHWEST OF A MANHOLE
 CK6179'COVER, 2.5 FEET (0.8 M) SOUTH OF A WITNESS POST. RECOVERED J.B.
 CK6179'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0452 ***********************************************************************
 BR0452  DESIGNATION -  C 190
 BR0452  PID         -  BR0452
 BR0452  STATE/COUNTY-  GA/LIBERTY
 BR0452  USGS QUAD   -  DORCHESTER (1973)
 BR0452
 BR0452                         *CURRENT SURVEY CONTROL
 BR0452  ___________________________________________________________________
 BR0452* NAD 83(1986)-  31 48 31.     (N)    081 23 56.     (W)     SCALED    
 BR0452* NAVD 88     -         1.331  (meters)       4.37   (feet)  ADJUSTED  
 BR0452  ___________________________________________________________________
 BR0452  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 BR0452  DYNAMIC HT  -           1.329 (meters)       4.36  (feet)  COMP
 BR0452  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 BR0452
 BR0452  VERT ORDER  -  FIRST     CLASS I
 BR0452
 BR0452.The horizontal coordinates were scaled from a topographic map and have
 BR0452.an estimated accuracy of +/- 6 seconds.
 BR0452
 BR0452.The orthometric height was determined by differential leveling
 BR0452.and adjusted by the National Geodetic Survey in June 1991..
 BR0452
 BR0452.The geoid height was determined by GEOID03.
 BR0452
 BR0452.The dynamic height is computed by dividing the NAVD 88
 BR0452.geopotential number by the normal gravity value computed on the
 BR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0452.degrees latitude (g = 980.6199 gals.).
 BR0452
 BR0452.The modeled gravity was interpolated from observed gravity values.
 BR0452
 BR0452;                    North         East    Units  Estimated Accuracy
 BR0452;SPC GA E     -   200,750.      272,690.      MT  (+/- 180 meters Scaled)
 BR0452
 BR0452                          SUPERSEDED SURVEY CONTROL
 BR0452
 BR0452  NGVD 29 (??/??/92)    1.636  (m)            5.37   (f) ADJ UNCH    1 1
 BR0452
 BR0452.Superseded values are not recommended for survey control.
 BR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0452.See file dsdata.txt to determine how the superseded data were derived.
 BR0452
 BR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR622192(NAD 83)
 BR0452_MARKER: DB = BENCH MARK DISK
 BR0452_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BR0452_SP_SET: GRANITE ROCK
 BR0452_STAMPING: C 190 1945
 BR0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0452
 BR0452  HISTORY     - Date     Condition        Report By
 BR0452  HISTORY     - 1945     MONUMENTED       CGS
 BR0452  HISTORY     - 1975     GOOD             NGS
 BR0452
 BR0452                          STATION DESCRIPTION
 BR0452
 BR0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0452'1 MI N FROM DORCHESTER.
 BR0452'1.05 MILES NORTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BR0452'CROSSING OF STATE HIGHWAY 38 AT DORCHESTER, ABOUT 259 YARDS SOUTH
 BR0452'OF MILEPOST 524, IN THE TOP OF A 5- BY 6-INCH GRANITE ROCK BURIED
 BR0452'IN THE GROUND, 45.3 FEET WEST OF THE WEST RAIL, 34.0 FEET WEST OF
 BR0452'THE WEST END OF THE SOUTH BACKWALL OF A 100-FOOT TRESTLE, 107 FEET
 BR0452'SOUTHWEST OF THE WEST END OF THE NORTH BACKWALL OF A WOODEN
 BR0452'TRESTLE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 8 FEET LOWER THAN
 BR0452'THE TRACK, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0699 ***********************************************************************
 EE0699  DESIGNATION -  C 191
 EE0699  PID         -  EE0699
 EE0699  STATE/COUNTY-  GA/CHATTOOGA
 EE0699  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE0699
 EE0699                         *CURRENT SURVEY CONTROL
 EE0699  ___________________________________________________________________
 EE0699* NAD 83(1986)-  34 22 02.     (N)    085 26 14.     (W)     SCALED    
 EE0699* NAVD 88     -       196.340  (meters)     644.16   (feet)  ADJUSTED  
 EE0699  ___________________________________________________________________
 EE0699  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0699  DYNAMIC HT  -         196.141 (meters)     643.51  (feet)  COMP
 EE0699  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EE0699
 EE0699  VERT ORDER  -  SECOND    CLASS 0
 EE0699
 EE0699.The horizontal coordinates were scaled from a topographic map and have
 EE0699.an estimated accuracy of +/- 6 seconds.
 EE0699
 EE0699.The orthometric height was determined by differential leveling
 EE0699.and adjusted by the National Geodetic Survey in June 1991..
 EE0699
 EE0699.The geoid height was determined by GEOID03.
 EE0699
 EE0699.The dynamic height is computed by dividing the NAVD 88
 EE0699.geopotential number by the normal gravity value computed on the
 EE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0699.degrees latitude (g = 980.6199 gals.).
 EE0699
 EE0699.The modeled gravity was interpolated from observed gravity values.
 EE0699
 EE0699;                    North         East    Units  Estimated Accuracy
 EE0699;SPC GA W     -   484,970.      583,140.      MT  (+/- 180 meters Scaled)
 EE0699
 EE0699                          SUPERSEDED SURVEY CONTROL
 EE0699
 EE0699  NGVD 29 (??/??/92)  196.319  (m)          644.09   (f) ADJ UNCH    2 0
 EE0699
 EE0699.Superseded values are not recommended for survey control.
 EE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0699.See file dsdata.txt to determine how the superseded data were derived.
 EE0699
 EE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD437039(NAD 83)
 EE0699_MARKER: DB = BENCH MARK DISK
 EE0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0699_STAMPING: C 191 1948
 EE0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0699+STABILITY: SURFACE MOTION
 EE0699
 EE0699  HISTORY     - Date     Condition        Report By
 EE0699  HISTORY     - 1972     MONUMENTED       NGS
 EE0699  HISTORY     - 1948     GOOD             NGS
 EE0699
 EE0699                          STATION DESCRIPTION
 EE0699
 EE0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0699'3 MI SW FROM LYERLY.
 EE0699'ABOUT 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 114 FROM THE POST
 EE0699'OFFICE AT LYERLY, NEAR THE NORTH END OF A CUT ON THE WEST SIDE
 EE0699'OF THE HIGHWAY, AND ON THE NORTH SLOPE OF A HILL, 75 1/2 FEET
 EE0699'WEST OF THE CENTER LINE OF THE HIGHWAY, 165 YARDS SOUTHWEST OF AN
 EE0699'OLD FRAME HOUSE ON THE EAST SIDE OF THE HIGHWAY, 19 FEET NORTHWEST
 EE0699'OF THE CENTER LINE OF AN OLD ROAD, 116 FEET SOUTHWEST OF THE SOUTH
 EE0699'END OF A CONCRETE CULVERT IN THE NORTH HIGHWAY DITCH WHICH GIVES
 EE0699'ACCESS TO THE OLD ROAD, 98 FEET SOUTHWEST OF A TELEPHONE POLE,
 EE0699'0.6 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 EE0699'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 EE0699'POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0686 ***********************************************************************
 EE0686  DESIGNATION -  C 192
 EE0686  PID         -  EE0686
 EE0686  STATE/COUNTY-  GA/CHATTOOGA
 EE0686  USGS QUAD   -  LYERLY (1981)
 EE0686
 EE0686                         *CURRENT SURVEY CONTROL
 EE0686  ___________________________________________________________________
 EE0686* NAD 83(1986)-  34 28 56.     (N)    085 27 35.     (W)     SCALED    
 EE0686* NAVD 88     -       227.158  (meters)     745.27   (feet)  ADJUSTED  
 EE0686  ___________________________________________________________________
 EE0686  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE0686  DYNAMIC HT  -         226.927 (meters)     744.51  (feet)  COMP
 EE0686  MODELED GRAV-     979,613.6   (mgal)                       NAVD 88
 EE0686
 EE0686  VERT ORDER  -  SECOND    CLASS 0
 EE0686
 EE0686.The horizontal coordinates were scaled from a topographic map and have
 EE0686.an estimated accuracy of +/- 6 seconds.
 EE0686
 EE0686.The orthometric height was determined by differential leveling
 EE0686.and adjusted by the National Geodetic Survey in June 1991..
 EE0686
 EE0686.The geoid height was determined by GEOID03.
 EE0686
 EE0686.The dynamic height is computed by dividing the NAVD 88
 EE0686.geopotential number by the normal gravity value computed on the
 EE0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0686.degrees latitude (g = 980.6199 gals.).
 EE0686
 EE0686.The modeled gravity was interpolated from observed gravity values.
 EE0686
 EE0686;                    North         East    Units  Estimated Accuracy
 EE0686;SPC GA W     -   497,750.      581,230.      MT  (+/- 180 meters Scaled)
 EE0686
 EE0686                          SUPERSEDED SURVEY CONTROL
 EE0686
 EE0686  NGVD 29 (??/??/92)  227.127  (m)          745.17   (f) ADJ UNCH    2 0
 EE0686
 EE0686.Superseded values are not recommended for survey control.
 EE0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0686.See file dsdata.txt to determine how the superseded data were derived.
 EE0686
 EE0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD414167(NAD 83)
 EE0686_MARKER: DB = BENCH MARK DISK
 EE0686_SETTING: 80 = SET IN A BOULDER
 EE0686_SP_SET: LRG BOULDER
 EE0686_STAMPING: C 192 1948
 EE0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0686+STABILITY: SURFACE MOTION
 EE0686
 EE0686  HISTORY     - Date     Condition        Report By
 EE0686  HISTORY     - 1948     MONUMENTED       CGS
 EE0686  HISTORY     - 1972     GOOD             NGS
 EE0686
 EE0686                          STATION DESCRIPTION
 EE0686
 EE0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0686'1 MI E FROM MENLO.
 EE0686'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 48 FROM THE CROSSING OF THE
 EE0686'HIGHWAY AND THE TENNESSEE, ALABAMA AND GEORGIA RAILWAY AT MENLO, 148
 EE0686'1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL 3-CHANNEL
 EE0686'CONCRETE HIGHWAY BRIDGE, 149 FEET SOUTH OF THE CENTER LINE OF THE
 EE0686'HIGHWAY, SET IN THE TOP OF THE LARGEST (14- BY 9- BY 2-FEET) OF
 EE0686'SEVERAL OUTCROPPING BOULDERS ON THE WEST SIDE OF A CREEK, 87
 EE0686'FEET WEST OF THE WEST BANK OF THE CREEK, 39 1/2 FEET NORTHWEST OF THE
 EE0686'MOST NORTH-NORTHWESTERLY OF A 3 CEDAR TREES THAT ARE CLOSE
 EE0686'TOGETHER IN A NORTH-NORTHWEST - SOUTH-SOUTHEAST LINE, 119 1/2
 EE0686'FEET SOUTH-SOUTHEAST OF A 20-INCH TREE THAT IS IN THE NORTHWEST
 EE0686'CORNER OF A PASTURE, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0763 ***********************************************************************
 EE0763  DESIGNATION -  C 193
 EE0763  PID         -  EE0763
 EE0763  STATE/COUNTY-  GA/FLOYD
 EE0763  USGS QUAD   -  LIVINGSTON (1982)
 EE0763
 EE0763                         *CURRENT SURVEY CONTROL
 EE0763  ___________________________________________________________________
 EE0763* NAD 83(1986)-  34 13 19.     (N)    085 21 03.     (W)     SCALED    
 EE0763* NAVD 88     -       213.147  (meters)     699.30   (feet)  ADJUSTED  
 EE0763  ___________________________________________________________________
 EE0763  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE0763  DYNAMIC HT  -         212.926 (meters)     698.57  (feet)  COMP
 EE0763  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 EE0763
 EE0763  VERT ORDER  -  SECOND    CLASS 0
 EE0763
 EE0763.The horizontal coordinates were scaled from a topographic map and have
 EE0763.an estimated accuracy of +/- 6 seconds.
 EE0763
 EE0763.The orthometric height was determined by differential leveling
 EE0763.and adjusted by the National Geodetic Survey in June 1991..
 EE0763
 EE0763.The geoid height was determined by GEOID03.
 EE0763
 EE0763.The dynamic height is computed by dividing the NAVD 88
 EE0763.geopotential number by the normal gravity value computed on the
 EE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0763.degrees latitude (g = 980.6199 gals.).
 EE0763
 EE0763.The modeled gravity was interpolated from observed gravity values.
 EE0763
 EE0763;                    North         East    Units  Estimated Accuracy
 EE0763;SPC GA W     -   468,750.      590,890.      MT  (+/- 180 meters Scaled)
 EE0763
 EE0763                          SUPERSEDED SURVEY CONTROL
 EE0763
 EE0763  NGVD 29 (??/??/92)  213.114  (m)          699.19   (f) ADJ UNCH    2 0
 EE0763
 EE0763.Superseded values are not recommended for survey control.
 EE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0763.See file dsdata.txt to determine how the superseded data were derived.
 EE0763
 EE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC519879(NAD 83)
 EE0763_MARKER: DB = BENCH MARK DISK
 EE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0763_STAMPING: C 193 1947
 EE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0763+STABILITY: SURFACE MOTION
 EE0763
 EE0763  HISTORY     - Date     Condition        Report By
 EE0763  HISTORY     - 1947     MONUMENTED       CGS
 EE0763  HISTORY     - 1972     GOOD             NGS
 EE0763
 EE0763                          STATION DESCRIPTION
 EE0763
 EE0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0763'2.4 MI S FROM COOSA.
 EE0763'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 20 FROM THE WEST ENTRANCE
 EE0763'TO THE HAMMOND PLANT OF THE GEORGIA POWER COMPANY AT COOSA, THENCE
 EE0763'2.15 MILES SOUTH ALONG STATE HIGHWAY 100, 0.4 MILE NORTH OF THE
 EE0763'LIVINGSTON METHODIST CHURCH AND CEMETERY, 145 FEET SOUTHWEST
 EE0763'AND ACROSS THE HIGHWAY FROM AN ABANDONED HOUSE, 115 FEET SOUTHWEST
 EE0763'OF A WELL, 25 FEET SOUTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY
 EE0763'THAT LEADS WEST, 26 1/2 FEET NORTH OF A POWER POLE THAT BEARS A
 EE0763'TRANSFORMER AND POWER LINES THAT CROSS THE HIGHWAY, 0.7 FOOT EAST
 EE0763'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET
 EE0763'IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0632 ***********************************************************************
 EE0632  DESIGNATION -  C 194
 EE0632  PID         -  EE0632
 EE0632  STATE/COUNTY-  GA/FLOYD
 EE0632  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE0632
 EE0632                         *CURRENT SURVEY CONTROL
 EE0632  ___________________________________________________________________
 EE0632* NAD 83(1986)-  34 07 18.     (N)    085 11 08.     (W)     SCALED    
 EE0632* NAVD 88     -       251.768  (meters)     826.01   (feet)  ADJUSTED  
 EE0632  ___________________________________________________________________
 EE0632  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE0632  DYNAMIC HT  -         251.507 (meters)     825.15  (feet)  COMP
 EE0632  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 EE0632
 EE0632  VERT ORDER  -  FIRST     CLASS II
 EE0632
 EE0632.The horizontal coordinates were scaled from a topographic map and have
 EE0632.an estimated accuracy of +/- 6 seconds.
 EE0632
 EE0632.The orthometric height was determined by differential leveling
 EE0632.and adjusted by the National Geodetic Survey in June 1991..
 EE0632
 EE0632.The geoid height was determined by GEOID03.
 EE0632
 EE0632.The dynamic height is computed by dividing the NAVD 88
 EE0632.geopotential number by the normal gravity value computed on the
 EE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0632.degrees latitude (g = 980.6199 gals.).
 EE0632
 EE0632.The modeled gravity was interpolated from observed gravity values.
 EE0632
 EE0632;                    North         East    Units  Estimated Accuracy
 EE0632;SPC GA W     -   457,470.      606,010.      MT  (+/- 180 meters Scaled)
 EE0632
 EE0632                          SUPERSEDED SURVEY CONTROL
 EE0632
 EE0632  NGVD 29 (??/??/92)  251.704  (m)          825.80   (f) ADJ UNCH    1 2
 EE0632
 EE0632.Superseded values are not recommended for survey control.
 EE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0632.See file dsdata.txt to determine how the superseded data were derived.
 EE0632
 EE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC673771(NAD 83)
 EE0632_MARKER: DB = BENCH MARK DISK
 EE0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0632_SP_SET: CULVERT
 EE0632_STAMPING: C 194 1947
 EE0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0632
 EE0632  HISTORY     - Date     Condition        Report By
 EE0632  HISTORY     - 1947     MONUMENTED       CGS
 EE0632  HISTORY     - 1972     GOOD             NGS
 EE0632  HISTORY     - 1980     GOOD             NGS
 EE0632
 EE0632                          STATION DESCRIPTION
 EE0632
 EE0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0632'5.6 MI S FROM LINDALE.
 EE0632'ABOUT 2.75 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST
 EE0632'OFFICE, AND THE CROSSING OF THE RAILWAY AND AVENUE B, AT LINDALE,
 EE0632'THENCE 2.9 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILROAD AT
 EE0632'CHAMBERS, OR ABOUT 3.05 MILES NORTH ALONG U.S. HIGHWAY 27 FROM
 EE0632'THE CITY HALL AT CEDARTOWN, THENCE 0.4 MILE EAST ALONG A PAVED
 EE0632'ROAD, THENCE 6.0 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILROAD,
 EE0632'0.15 MILE NORTH ALONG THE RAILROAD FROM A POINT SOUTHEAST OF THE
 EE0632'JUNCTION OF REECBURG AND DOYLE ROADS, 0.4 MILE SOUTHWEST OF
 EE0632'MILEPOST 362, 25 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN
 EE0632'THE TOP AND 1.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 EE0632'NORTHWEST, 10-FOOT, CONCRETE HEADWALL FOR A 36-INCH IRON CULVERT
 EE0632'THAT IS ENCASED IN CONCRETE, 145 1/2 FEET SOUTH-SOUTHWEST OF THE
 EE0632'SOUTH CORNER OF A FARMHOUSE THAT IS COVERED WITH IMITATION BRICK
 EE0632'SIDING, 122 FEET SOUTHEAST OF THE CENTER LINE OF REECBURG ROAD,
 EE0632'24 1/2 FEET SOUTH OF A 12-INCH MIMOSA TREE, AND ABOUT 11 FEET
 EE0632'BELOW THE LEVEL OF THE TRACK.
 EE0632
 EE0632                          STATION RECOVERY (1980)
 EE0632
 EE0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EE0632'1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG REESEBURG ROAD FROM THE
 EE0632'BETHEL BAPTIST CHURCH IN REESEBURG, 0.2 KILOMETER (0.1 MILE)
 EE0632'NORTHEAST OF THE JUNCTION OF DOYLE ROAD, TO THE MARK SET IN THE
 EE0632'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 36-INCH IRON PIPE CULVERT
 EE0632'UNDER THE ABANDONED TRACKS OF THE CENTRAL OF GEORGIA RAILROAD, NEAR TH
 EE0632'SOUTHEAST CORNER OF THE YARD OF MR. GARY POPHAM, 31.82 METERS (121.0
 EE0632'FEET) SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29.87 METERS (98.0
 EE0632'FEET) SOUTHEAST OF POWER POLE NUMBER 16 WITH A TELEPHONE CABLE
 EE0632'JUNCTION BOX, 7.62 METERS (25.0 FEET) WEST OF THE WEST RAIL OF THE
 EE0632'TRACKS (A SLOPE MEASUREMENT) AND 0.3 METER (1.0 FOOT) NORTH OF THE
 EE0632'SOUTH END OF THE HEADWALL.
 EE0632'THE MARK IS 3.04 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0724 ***********************************************************************
 EE0724  DESIGNATION -  C 195
 EE0724  PID         -  EE0724
 EE0724  STATE/COUNTY-  GA/CHATTOOGA
 EE0724  USGS QUAD   -  SUMMERVILLE (1967)
 EE0724
 EE0724                         *CURRENT SURVEY CONTROL
 EE0724  ___________________________________________________________________
 EE0724* NAD 83(1986)-  34 24 23.     (N)    085 17 02.     (W)     SCALED    
 EE0724* NAVD 88     -       213.261  (meters)     699.67   (feet)  ADJUSTED  
 EE0724  ___________________________________________________________________
 EE0724  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE0724  DYNAMIC HT  -         213.045 (meters)     698.97  (feet)  COMP
 EE0724  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EE0724
 EE0724  VERT ORDER  -  SECOND    CLASS 0
 EE0724
 EE0724.The horizontal coordinates were scaled from a topographic map and have
 EE0724.an estimated accuracy of +/- 6 seconds.
 EE0724
 EE0724.The orthometric height was determined by differential leveling
 EE0724.and adjusted by the National Geodetic Survey in June 1991..
 EE0724
 EE0724.The geoid height was determined by GEOID03.
 EE0724
 EE0724.The dynamic height is computed by dividing the NAVD 88
 EE0724.geopotential number by the normal gravity value computed on the
 EE0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0724.degrees latitude (g = 980.6199 gals.).
 EE0724
 EE0724.The modeled gravity was interpolated from observed gravity values.
 EE0724
 EE0724;                    North         East    Units  Estimated Accuracy
 EE0724;SPC GA W     -   489,140.      597,290.      MT  (+/- 180 meters Scaled)
 EE0724
 EE0724                          SUPERSEDED SURVEY CONTROL
 EE0724
 EE0724  NGVD 29 (??/??/92)  213.234  (m)          699.59   (f) ADJ UNCH    2 0
 EE0724
 EE0724.Superseded values are not recommended for survey control.
 EE0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0724.See file dsdata.txt to determine how the superseded data were derived.
 EE0724
 EE0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD577085(NAD 83)
 EE0724_MARKER: DB = BENCH MARK DISK
 EE0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0724_STAMPING: C 195 1947
 EE0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0724+STABILITY: SURFACE MOTION
 EE0724
 EE0724  HISTORY     - Date     Condition        Report By
 EE0724  HISTORY     - 1947     MONUMENTED       CGS
 EE0724  HISTORY     - 1972     GOOD             NGS
 EE0724
 EE0724                          STATION DESCRIPTION
 EE0724
 EE0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0724'3.9 MI W FROM CRYSTAL SPRINGS.
 EE0724'ABOUT 0.1 MILE SOUTHWEST ALONG THE TEXAS VALLEY ROAD FROM THE
 EE0724'JUNCTION OF THE TEXAS VALLEY ROAD AND THE CRYSTAL SPRINGS ROAD
 EE0724'AT CRYSTAL SPRINGS, THENCE 2.1 MILES NORTHWEST ALONG THE SILVER
 EE0724'HILL ROAD, THENCE 1.7 MILES WEST ALONG THE SILVER HILL ROAD,
 EE0724'143 YARDS NORTHWEST OF A CROSSING OF THE ROAD AND A SPILLWAY FOR
 EE0724'A DAM WHICH IS LOCATED ON THE SOUTHWEST SIDE OF THE ROAD, 18 FEET
 EE0724'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 51 YARDS SOUTHEAST
 EE0724'OF A BREAK IN THE SLOPE OF A HILL, 15 1/2 FEET NORTH-NORTHEAST
 EE0724'OF THE NORTH-NORTHEAST EDGE OF A BANK AROUND A LARGE DEPRESSION
 EE0724'IN THE GROUND, 1.0 FOOT NORTH-NORTHEAST OF A METAL WITNESS POST,
 EE0724'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 EE0724'CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1293 ***********************************************************************
 DG1293  DESIGNATION -  C 196
 DG1293  PID         -  DG1293
 DG1293  STATE/COUNTY-  GA/HARALSON
 DG1293  USGS QUAD   -  TALLAPOOSA NORTH (1966)
 DG1293
 DG1293                         *CURRENT SURVEY CONTROL
 DG1293  ___________________________________________________________________
 DG1293* NAD 83(1986)-  33 49 02.     (N)    085 17 32.     (W)     SCALED    
 DG1293* NAVD 88     -       322.949  (meters)    1059.54   (feet)  ADJUSTED  
 DG1293  ___________________________________________________________________
 DG1293  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1293  DYNAMIC HT  -         322.596 (meters)    1058.38  (feet)  COMP
 DG1293  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DG1293
 DG1293  VERT ORDER  -  SECOND    CLASS 0
 DG1293
 DG1293.The horizontal coordinates were scaled from a topographic map and have
 DG1293.an estimated accuracy of +/- 6 seconds.
 DG1293
 DG1293.The orthometric height was determined by differential leveling
 DG1293.and adjusted by the National Geodetic Survey in June 1991..
 DG1293
 DG1293.The geoid height was determined by GEOID03.
 DG1293
 DG1293.The dynamic height is computed by dividing the NAVD 88
 DG1293.geopotential number by the normal gravity value computed on the
 DG1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1293.degrees latitude (g = 980.6199 gals.).
 DG1293
 DG1293.The modeled gravity was interpolated from observed gravity values.
 DG1293
 DG1293;                    North         East    Units  Estimated Accuracy
 DG1293;SPC GA W     -   423,800.      595,800.      MT  (+/- 180 meters Scaled)
 DG1293
 DG1293                          SUPERSEDED SURVEY CONTROL
 DG1293
 DG1293  NGVD 29 (??/??/92)  322.872  (m)         1059.29   (f) ADJ UNCH    2 0
 DG1293
 DG1293.Superseded values are not recommended for survey control.
 DG1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1293.See file dsdata.txt to determine how the superseded data were derived.
 DG1293
 DG1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC580432(NAD 83)
 DG1293_MARKER: DB = BENCH MARK DISK
 DG1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1293_STAMPING: C 196 1948
 DG1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1293+STABILITY: SURFACE MOTION
 DG1293
 DG1293  HISTORY     - Date     Condition        Report By
 DG1293  HISTORY     - 1948     MONUMENTED       CGS
 DG1293  HISTORY     - 1972     MARK NOT FOUND   NGS
 DG1293
 DG1293                          STATION DESCRIPTION
 DG1293
 DG1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1293'5.6 MI N FROM TALLAPOOSA.
 DG1293'ABOUT 5.55 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE HIGH
 DG1293'SCHOOL AT TALLAPOOSA, ABOUT 0.35 MILE NORTHWEST OF THE 5-POINTS
 DG1293'INTERSECTION AT POPLAR SPRINGS, AT THE POPLAR SPRINGS SCHOOL AND
 DG1293'AN EAST-WEST CROSS ROAD, 355 FEET WEST AND ACROSS THE HIGHWAY
 DG1293'FROM THE SOUTHWEST CORNER OF THE SCHOOL, 48 FEET WEST OF THE
 DG1293'CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE
 DG1293'OF THE CROSS ROAD, 150 FEET SOUTH OF A POWER POLE WITH TRANSFORMER
 DG1293'FROM WHICH A POWER LINE TAKES OFF TO THE EAST, 2 FEET NORTH OF
 DG1293'A WHITE WOODEN WITNESS POST, 2.5 FEET ABOVE THE HIGHWAY AND SET
 DG1293'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DG1293
 DG1293                          STATION RECOVERY (1972)
 DG1293
 DG1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DG1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0817 ***********************************************************************
 EE0817  DESIGNATION -  C 197
 EE0817  PID         -  EE0817
 EE0817  STATE/COUNTY-  GA/POLK
 EE0817  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE0817
 EE0817                         *CURRENT SURVEY CONTROL
 EE0817  ___________________________________________________________________
 EE0817* NAD 83(1986)-  34 01 26.     (N)    085 21 36.     (W)     SCALED    
 EE0817* NAVD 88     -       264.652  (meters)     868.28   (feet)  ADJUSTED  
 EE0817  ___________________________________________________________________
 EE0817  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE0817  DYNAMIC HT  -         264.374 (meters)     867.37  (feet)  COMP
 EE0817  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 EE0817
 EE0817  VERT ORDER  -  SECOND    CLASS 0
 EE0817
 EE0817.The horizontal coordinates were scaled from a topographic map and have
 EE0817.an estimated accuracy of +/- 6 seconds.
 EE0817
 EE0817.The orthometric height was determined by differential leveling
 EE0817.and adjusted by the National Geodetic Survey in June 1991..
 EE0817
 EE0817.The geoid height was determined by GEOID03.
 EE0817
 EE0817.The dynamic height is computed by dividing the NAVD 88
 EE0817.geopotential number by the normal gravity value computed on the
 EE0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0817.degrees latitude (g = 980.6199 gals.).
 EE0817
 EE0817.The modeled gravity was interpolated from observed gravity values.
 EE0817
 EE0817;                    North         East    Units  Estimated Accuracy
 EE0817;SPC GA W     -   446,800.      589,790.      MT  (+/- 180 meters Scaled)
 EE0817
 EE0817                          SUPERSEDED SURVEY CONTROL
 EE0817
 EE0817  NGVD 29 (??/??/92)  264.580  (m)          868.04   (f) ADJ UNCH    2 0
 EE0817
 EE0817.Superseded values are not recommended for survey control.
 EE0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0817.See file dsdata.txt to determine how the superseded data were derived.
 EE0817
 EE0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC514660(NAD 83)
 EE0817_MARKER: DB = BENCH MARK DISK
 EE0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0817_SP_SET: FLOOR
 EE0817_STAMPING: C 197 1948
 EE0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0817
 EE0817  HISTORY     - Date     Condition        Report By
 EE0817  HISTORY     - 1948     MONUMENTED       CGS
 EE0817  HISTORY     - 1972     GOOD             NGS
 EE0817  HISTORY     - 1976     GOOD             LOCENG
 EE0817
 EE0817                          STATION DESCRIPTION
 EE0817
 EE0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0817'6.4 MI W FROM CEDARTOWN.
 EE0817'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE CITY HALL
 EE0817'AT CEDARTOWN, THENCE 0.1 MILE WEST ALONG WEST AVENUE, THENCE
 EE0817'1.0 MILE WEST ALONG STATE HIGHWAY 6, THENCE 5.15 MILES WEST
 EE0817'ALONG PRIOR STATION ROAD, THENCE 0.1 MILE NORTH ALONG A PAVED
 EE0817'ROAD, 0.05 MILE SOUTH OF THE LITTLE CEDAR METHODIST CHURCH, SET
 EE0817'VERTICALLY IN THE SOUTH FACE, OR EDGE, OF THE CONCRETE FLOOR
 EE0817'AT THE EAST ENTRANCE TO A STONE PRIVATE HOME THAT WAS FORMERLY
 EE0817'A SCHOOL BUILDING, 0.2 FOOT BELOW THE TOP OF THE PORCH FLOOR,
 EE0817'0.5 FOOT EAST OF THE EAST FACE OF THE WEST WALL OF THE ENTRANCE,
 EE0817'2.9 FEET WEST OF THE CENTER OF THE ENTRANCE, 9.3 FEET SOUTH OF
 EE0817'THE DOORWAY INTO THE BUILDING, AND 1.5 FEET ABOVE THE GROUND.
 EE0817
 EE0817                          STATION RECOVERY (1976)
 EE0817
 EE0817'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 EE0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0140 ***********************************************************************
 BR0140  DESIGNATION -  C 198
 BR0140  PID         -  BR0140
 BR0140  STATE/COUNTY-  GA/MCINTOSH
 BR0140  USGS QUAD   -  RIDGEVILLE (1993)
 BR0140
 BR0140                         *CURRENT SURVEY CONTROL
 BR0140  ___________________________________________________________________
 BR0140* NAD 83(1986)-  31 29 36.     (N)    081 26 37.     (W)     SCALED    
 BR0140* NAVD 88     -         5.029  (meters)      16.50   (feet)  ADJUSTED  
 BR0140  ___________________________________________________________________
 BR0140  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 BR0140  DYNAMIC HT  -           5.023 (meters)      16.48  (feet)  COMP
 BR0140  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 BR0140
 BR0140  VERT ORDER  -  SECOND    CLASS 0
 BR0140
 BR0140.The horizontal coordinates were scaled from a topographic map and have
 BR0140.an estimated accuracy of +/- 6 seconds.
 BR0140
 BR0140.The orthometric height was determined by differential leveling
 BR0140.and adjusted by the National Geodetic Survey in June 1991..
 BR0140
 BR0140.The geoid height was determined by GEOID03.
 BR0140
 BR0140.The dynamic height is computed by dividing the NAVD 88
 BR0140.geopotential number by the normal gravity value computed on the
 BR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0140.degrees latitude (g = 980.6199 gals.).
 BR0140
 BR0140.The modeled gravity was interpolated from observed gravity values.
 BR0140
 BR0140;                    North         East    Units  Estimated Accuracy
 BR0140;SPC GA E     -   165,770.      268,690.      MT  (+/- 180 meters Scaled)
 BR0140
 BR0140                          SUPERSEDED SURVEY CONTROL
 BR0140
 BR0140  NGVD 29 (??/??/92)    5.329  (m)           17.48   (f) ADJ UNCH    2 0
 BR0140
 BR0140.Superseded values are not recommended for survey control.
 BR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0140.See file dsdata.txt to determine how the superseded data were derived.
 BR0140
 BR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ578843(NAD 83)
 BR0140_MARKER: DB = BENCH MARK DISK
 BR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0140_STAMPING: C 198 1952
 BR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0140+STABILITY: SURFACE MOTION
 BR0140
 BR0140  HISTORY     - Date     Condition        Report By
 BR0140  HISTORY     - 1952     MONUMENTED       CGS
 BR0140  HISTORY     - 1975     MARK NOT FOUND   NGS
 BR0140
 BR0140                          STATION DESCRIPTION
 BR0140
 BR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BR0140'2.5 MI S FROM EULONIA.
 BR0140'LOCATED 2.5 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION
 BR0140'WITH STATE HIGHWAY 99 AT EULONIA, IN THE SOUTHWEST TRIANGLE FORMED
 BR0140'BY A DIRT ROAD WEST, 48.5 FEET WEST OF THE CENTERLINE OF THE
 BR0140'HIGHWAY, 64.0 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AT THE
 BR0140'EAST END OF A LARGE WHITE SPOT SIGN, 2.7 FEET EAST-NORTHEAST OF A
 BR0140'WITNESS POST.
 BR0140
 BR0140                          STATION RECOVERY (1975)
 BR0140
 BR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BR0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0713 ***********************************************************************
 BC0713  DESIGNATION -  C 199
 BC0713  PID         -  BC0713
 BC0713  STATE/COUNTY-  GA/CAMDEN
 BC0713  USGS QUAD   -  KINGSLAND (1993)
 BC0713
 BC0713                         *CURRENT SURVEY CONTROL
 BC0713  ___________________________________________________________________
 BC0713* NAD 83(1986)-  30 47 54.     (N)    081 40 33.     (W)     SCALED    
 BC0713* NAVD 88     -         7.032  (meters)      23.07   (feet)  ADJUSTED  
 BC0713  ___________________________________________________________________
 BC0713  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BC0713  DYNAMIC HT  -           7.023 (meters)      23.04  (feet)  COMP
 BC0713  MODELED GRAV-     979,397.6   (mgal)                       NAVD 88
 BC0713
 BC0713  VERT ORDER  -  FIRST     CLASS I
 BC0713
 BC0713.The horizontal coordinates were scaled from a topographic map and have
 BC0713.an estimated accuracy of +/- 6 seconds.
 BC0713
 BC0713.The orthometric height was determined by differential leveling
 BC0713.and adjusted by the National Geodetic Survey in June 1991..
 BC0713.WARNING-Repeat measurements at this control monument indicate possible
 BC0713.vertical movement.
 BC0713
 BC0713.The geoid height was determined by GEOID03.
 BC0713
 BC0713.The dynamic height is computed by dividing the NAVD 88
 BC0713.geopotential number by the normal gravity value computed on the
 BC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0713.degrees latitude (g = 980.6199 gals.).
 BC0713
 BC0713.The modeled gravity was interpolated from observed gravity values.
 BC0713
 BC0713;                    North         East    Units  Estimated Accuracy
 BC0713;SPC GA E     -    88,600.      246,970.      MT  (+/- 180 meters Scaled)
 BC0713
 BC0713                          SUPERSEDED SURVEY CONTROL
 BC0713
 BC0713  NGVD 29 (??/??/92)    7.373  (m)           24.19   (f) ADJ UNCH    1 1
 BC0713
 BC0713.Superseded values are not recommended for survey control.
 BC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0713.See file dsdata.txt to determine how the superseded data were derived.
 BC0713
 BC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ353074(NAD 83)
 BC0713_MARKER: DB = BENCH MARK DISK
 BC0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0713_STAMPING: C 199 1961
 BC0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0713+STABILITY: SURFACE MOTION
 BC0713
 BC0713  HISTORY     - Date     Condition        Report By
 BC0713  HISTORY     - 1961     MONUMENTED       CGS
 BC0713  HISTORY     - 1975     GOOD             NGS
 BC0713  HISTORY     - 19910405 MARK NOT FOUND   NGS
 BC0713
 BC0713                          STATION DESCRIPTION
 BC0713
 BC0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0713'0.9 MI SE FROM KINGSLAND.
 BC0713'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE JUNCTION
 BC0713'OF U.S. HIGHWAY 17 AT KINGSLAND, 49.0 FEET SOUTHWEST OF THE
 BC0713'CENTER LINE OF U.S. HIGHWAY 17, 68.0 FEET EAST OF THE EAST
 BC0713'CORNER OF A 1 STORY CONCRETE BLOCK BUILDER SUPPLY BUILDING,
 BC0713'39.0 FEET WEST-NORTHWEST OF A CABLE LINE POLE, 21.0 FEET
 BC0713'SOUTH-SOUTHEAST OF A 15-INCH CONCRETE PIPE CULVERT UNDER
 BC0713'DRIVE TO BUILDING, AT THE BASE OF A 12-INCH BLAZED PINE TREE,
 BC0713'2.0 FEET WEST OF A WITNESS POST, 1 FOOT LOWER THAN THE HIGHWAY,
 BC0713'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BC0713
 BC0713                          STATION RECOVERY (1991)
 BC0713
 BC0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0713'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0356 ***********************************************************************
 CM0356  DESIGNATION -  C 2
 CM0356  PID         -  CM0356
 CM0356  STATE/COUNTY-  GA/MUSCOGEE
 CM0356  USGS QUAD   -  COLUMBUS (1983)
 CM0356
 CM0356                         *CURRENT SURVEY CONTROL
 CM0356  ___________________________________________________________________
 CM0356* NAD 83(1986)-  32 28 08.     (N)    084 59 04.     (W)     SCALED    
 CM0356* NAVD 88     -        77.682  (meters)     254.86   (feet)  ADJUSTED  
 CM0356  ___________________________________________________________________
 CM0356  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CM0356  DYNAMIC HT  -          77.594 (meters)     254.57  (feet)  COMP
 CM0356  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CM0356
 CM0356  VERT ORDER  -  FIRST     CLASS I
 CM0356
 CM0356.The horizontal coordinates were scaled from a topographic map and have
 CM0356.an estimated accuracy of +/- 6 seconds.
 CM0356
 CM0356.The orthometric height was determined by differential leveling
 CM0356.and adjusted by the National Geodetic Survey in June 1991..
 CM0356
 CM0356.The geoid height was determined by GEOID03.
 CM0356
 CM0356.The dynamic height is computed by dividing the NAVD 88
 CM0356.geopotential number by the normal gravity value computed on the
 CM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0356.degrees latitude (g = 980.6199 gals.).
 CM0356
 CM0356.The modeled gravity was interpolated from observed gravity values.
 CM0356
 CM0356;                    North         East    Units  Estimated Accuracy
 CM0356;SPC GA W     -   274,000.      623,130.      MT  (+/- 180 meters Scaled)
 CM0356
 CM0356                          SUPERSEDED SURVEY CONTROL
 CM0356
 CM0356  NGVD 29 (??/??/92)   77.712  (m)          254.96   (f) ADJ UNCH    1 1
 CM0356
 CM0356.Superseded values are not recommended for survey control.
 CM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0356.See file dsdata.txt to determine how the superseded data were derived.
 CM0356
 CM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA894941(NAD 83)
 CM0356_MARKER: DB = BENCH MARK DISK
 CM0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0356_SP_SET: BUILDING
 CM0356_STAMPING: C 2 1916 ELEV. 254.960 FEET
 CM0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0356
 CM0356  HISTORY     - Date     Condition        Report By
 CM0356  HISTORY     - 1916     MONUMENTED       CGS
 CM0356  HISTORY     - 1973     GOOD             NGS
 CM0356
 CM0356                          STATION DESCRIPTION
 CM0356
 CM0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0356'AT COLUMBUS.
 CM0356'AT COLUMBUS, AT THE INTERSECTION OF 6TH AVENUE AND 12TH STREET,
 CM0356'ACROSS 12TH STREET FROM THE UNION STATION, SET VERTICALLY IN THE
 CM0356'NORTH FACE OF THE NORTH BRICK WALL OF THE GOLDENS FOUNDARY AND
 CM0356'MACHINE COMPANY BUILDING, 1 FOOT EAST OF THE NORTHWEST CORNER OF
 CM0356'THE BUILDING, ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK, AND
 CM0356'ABOUT 4 FEET ABOVE THE LEVEL OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6180 ***********************************************************************
 CK6180  DESIGNATION -  C 2
 CK6180  PID         -  CK6180
 CK6180  STATE/COUNTY-  GA/CHATHAM
 CK6180  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6180
 CK6180                         *CURRENT SURVEY CONTROL
 CK6180  ___________________________________________________________________
 CK6180* NAD 83(1994)-  32 11 30.34877(N)    081 11 42.89445(W)     ADJUSTED  
 CK6180* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 CK6180  ___________________________________________________________________
 CK6180  X           -     826,985.294 (meters)                     COMP
 CK6180  Y           -  -5,339,071.309 (meters)                     COMP
 CK6180  Z           -   3,378,432.651 (meters)                     COMP
 CK6180  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CK6180  ELLIP HEIGHT-         -24.59  (meters)          (09/03/97) GPS OBS
 CK6180  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK6180
 CK6180  HORZ ORDER  -  SECOND
 CK6180  ELLP ORDER  -  FOURTH    CLASS II
 CK6180
 CK6180.The horizontal coordinates were established by GPS observations
 CK6180.and adjusted by the National Geodetic Survey in September 1997..
 CK6180
 CK6180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6180
 CK6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6180
 CK6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6180
 CK6180.The ellipsoidal height was determined by GPS observations
 CK6180.and is referenced to NAD 83.
 CK6180
 CK6180.The geoid height was determined by GEOID03.
 CK6180
 CK6180;                    North         East     Units Scale Factor Converg.
 CK6180;SPC GA E     -   243,392.792   291,593.550   MT  1.00000343   +0 31 03.2
 CK6180;SPC GA E     -   798,531.19    956,669.84   sFT  1.00000343   +0 31 03.2
 CK6180;SPC SC       -    39,770.953   591,186.613   MT  1.00012276   -0 06 29.7
 CK6180;SPC SC       -   130,482.13  1,939,588.63   iFT  1.00012276   -0 06 29.7
 CK6180;UTM  17      - 3,561,708.263   481,596.211   MT  0.99960418   -0 06 14.5
 CK6180
 CK6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6180!SPC GA E     -   1.00000386  x   1.00000343  =   1.00000729
 CK6180!SPC SC       -   1.00000386  x   1.00012276  =   1.00012662
 CK6180!UTM  17      -   1.00000386  x   0.99960418  =   0.99960804
 CK6180
 CK6180                          SUPERSEDED SURVEY CONTROL
 CK6180
 CK6180  NAD 83(1986)-  32 11 30.36387(N)    081 11 42.90784(W) AD(       ) 2
 CK6180  NGVD 29 (03/03/92)    6.7    (m)           22.     (f) GPS OBS        
 CK6180
 CK6180.Superseded values are not recommended for survey control.
 CK6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6180.See file dsdata.txt to determine how the superseded data were derived.
 CK6180
 CK6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8159661708(NAD 83)
 CK6180_MARKER: DD = SURVEY DISK
 CK6180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6180_SP_SET: CONCRETE POST
 CK6180_STAMPING: C 2 MARCH 1990
 CK6180_MARK LOGO: GA4910
 CK6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6180+STABILITY: SURFACE MOTION
 CK6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6180+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 CK6180
 CK6180  HISTORY     - Date     Condition        Report By
 CK6180  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6180  HISTORY     - 20000911 GOOD             SCGS
 CK6180
 CK6180                          STATION DESCRIPTION
 CK6180
 CK6180'DESCRIBED BY GEONEX 1990
 CK6180'STATION IS LOCATED APPROXIMATELY 3.7 MI (5.95 KM) NORTH-NORTHEAST FROM
 CK6180'PORT WENTWORTH, 7.3 MI (11.75 KM) NORTHEAST FROM BLOOMINGDALE, AND
 CK6180'6.0 MI (9.66 KM) NORTH- NORTHEAST FROM POOLER.
 CK6180'STATION C 2 IS LOCATED IN THE SOUTHWESTERLY CORNER OF THE INTERSECTION
 CK6180'OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 21.  IT IS BOUNDED ON THE
 CK6180'NORTHEAST BY STATE HIGHWAY 21, TO THE EAST BY INTERSTATE HIGHWAY 95,
 CK6180'AND TO THE WEST BY THE ON-RAMP TO SOUTHBOUND INTERSTATE HIGHWAY 95.
 CK6180'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6180'STAMPED ---C 2  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6180'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 CK6180'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6180'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6180'127 DEGREES AZIMUTH, 26.9 FT (8.20 M) FROM A PK NAIL W/ SHINER IN THE
 CK6180'STRIPE ALONG THE EAST EDGE OF THE ON-RAMP TO SOUTHBOUND INTERSTATE
 CK6180'HIGHWAY 95, 268 DEGREES AZIMUTH, 37.0 FT (11.28 M) FROM A PK NAIL W/
 CK6180'SHINER IN THE STRIP ALONG THE SOUTH EDGE OF STATE HIGHWAY 21, 209
 CK6180'DEGREES AZIMUTH, 39.1 FT (11.92 M) FROM A PK NAIL W/ SHINER IN THE
 CK6180'INTERSECTION OF THE STRIPES ALONG THE EAST EDGE OF THE ON-RAMP TO
 CK6180'SOUTHBOUND INTERSTATE HIGHWAY 95 AND THE SOUTH EDGE OF EASTBOUND
 CK6180'STATE HIGHWAY 21, AND 11 DEGREES AZIMUTH, 1.9 FT (0.58 M) FROM A
 CK6180'WITNESS POST.
 CK6180
 CK6180                          STATION RECOVERY (2000)
 CK6180
 CK6180'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6180'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 CK6180'INTERSTATE 95 AND STATE HIGHWAY 21 (EXIT 109) AND IN THE SOUTHWEST
 CK6180'ANGLE OF THE ON-RAMP TO SOUTHBOUND INTERSTATE 95, 3.7 MILES (6.0 KM)
 CK6180'NORTH NORTHEAST OF FORT WENTWORTH, 11.0 MILES (17.7 KM) NORTHWEST OF
 CK6180'SAVANNAH.  OWNERSHIP--GADOT.  STATION IS A CONCRETE POST RECESSED 0.2
 CK6180'FOOT (6.1 CM) AND 0.5 FOOT (15.2 CM) BELOW THE HIGHWAY, 46.2 FEET
 CK6180'(14.1 M) EAST NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF
 CK6180'HIGHWAY 21, 40.5 FEET (12.3 M) SOUTHEAST OF THE CENTER OF THE ON-RAMP,
 CK6180'48.6 FEET (14.8 M) NORTHWEST OF A SECURITY LIGHT POLE, 49.9 FEET (15.2
 CK6180'M) NORTH NORTHEAST OF A PVC FIBER OPTIC CABLE WARNING POST PROJECTING
 CK6180'6.0 FEET.  (1.8 M) RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6181 ***********************************************************************
 CK6181  DESIGNATION -  C 20
 CK6181  PID         -  CK6181
 CK6181  STATE/COUNTY-  GA/CHATHAM
 CK6181  USGS QUAD   -  GARDEN CITY (1980)
 CK6181
 CK6181                         *CURRENT SURVEY CONTROL
 CK6181  ___________________________________________________________________
 CK6181* NAD 83(1994)-  32 04 15.96608(N)    081 12 06.48953(W)     ADJUSTED  
 CK6181* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 CK6181  ___________________________________________________________________
 CK6181  X           -     827,463.368 (meters)                     COMP
 CK6181  Y           -  -5,346,200.738 (meters)                     COMP
 CK6181  Z           -   3,367,103.463 (meters)                     COMP
 CK6181  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CK6181  ELLIP HEIGHT-         -21.90  (meters)          (09/03/97) GPS OBS
 CK6181  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK6181
 CK6181  HORZ ORDER  -  SECOND
 CK6181  ELLP ORDER  -  FOURTH    CLASS II
 CK6181
 CK6181.The horizontal coordinates were established by GPS observations
 CK6181.and adjusted by the National Geodetic Survey in September 1997..
 CK6181
 CK6181.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6181
 CK6181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6181
 CK6181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6181
 CK6181.The ellipsoidal height was determined by GPS observations
 CK6181.and is referenced to NAD 83.
 CK6181
 CK6181.The geoid height was determined by GEOID03.
 CK6181
 CK6181;                    North         East     Units Scale Factor Converg.
 CK6181;SPC GA E     -   230,007.650   291,095.387   MT  1.00000231   +0 30 44.5
 CK6181;SPC GA E     -   754,616.77    955,035.45   sFT  1.00000231   +0 30 44.5
 CK6181;UTM  17      - 3,548,334.633   480,953.368   MT  0.99960447   -0 06 25.7
 CK6181
 CK6181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6181!SPC GA E     -   1.00000344  x   1.00000231  =   1.00000575
 CK6181!UTM  17      -   1.00000344  x   0.99960447  =   0.99960791
 CK6181
 CK6181                          SUPERSEDED SURVEY CONTROL
 CK6181
 CK6181  NAD 83(1986)-  32 04 15.98057(N)    081 12 06.50300(W) AD(       ) 2
 CK6181  NGVD 29 (03/03/92)    9.4    (m)           31.     (f) GPS OBS        
 CK6181
 CK6181.Superseded values are not recommended for survey control.
 CK6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6181.See file dsdata.txt to determine how the superseded data were derived.
 CK6181
 CK6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8095348335(NAD 83)
 CK6181_MARKER: DD = SURVEY DISK
 CK6181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6181_SP_SET: CONCRETE POST
 CK6181_STAMPING: C 20 MARCH 1990
 CK6181_MARK LOGO: GA4910
 CK6181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6181+STABILITY: SURFACE MOTION
 CK6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6181+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 CK6181
 CK6181  HISTORY     - Date     Condition        Report By
 CK6181  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6181  HISTORY     - 19961221 GOOD             USPSQD
 CK6181  HISTORY     - 20000912 GOOD             SCGS
 CK6181
 CK6181                          STATION DESCRIPTION
 CK6181
 CK6181'DESCRIBED BY GEONEX 1990
 CK6181'STATION IS LOCATED APPROXIMATELY 6.5 MI (10.46 KM) WEST FROM SAVANNAH,
 CK6181'4.0 MI (6.44 KM) SOUTHEAST FROM POOLER, 4.3 MI (6.92 KM) SOUTHWEST
 CK6181'FROM GARDEN CITY.
 CK6181'STATION C 20 IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 CK6181'INTERSTATE HIGHWAY 16 AND STATE HIGHWAY 307 (DEAN FOREST ROAD) IN
 CK6181'FRONT OF RONNIES RESTAURANT.
 CK6181'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6181'STAMPED ---C 20  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6181'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.1 FT (0.03 M)
 CK6181'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6181'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6181'LOCATED 7.5 FT (2.29 M) WESTERLY FROM THE CURB ALONG THE WEST EDGE OF
 CK6181'STATE HIGHWAY 307 (DEAN FOREST ROAD), SOUTHERLY FROM THE ENTRANCE TO
 CK6181'RONNIES, 49 DEGREES AZIMUTH, 89.5 FT (27.28 M) FROM A PK NAIL W/
 CK6181'SHINER IN THE FACING SIDE OF A POWER POLE, 86 DEGREES AZIMUTH, 89.4
 CK6181'FT (27.25 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER
 CK6181'POLE, AND 201 DEGREES AZIMUTH, 110.2 FT (33.59 M) FROM A PK NAIL W/
 CK6181'SHINER IN THE FACING SIDE OF A POWER POLE.
 CK6181
 CK6181                          STATION RECOVERY (1996)
 CK6181
 CK6181'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK6181'RECOVERED IN GOOD CONDITION.
 CK6181
 CK6181                          STATION RECOVERY (2000)
 CK6181
 CK6181'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6181'STATION IS LOCATED 6.8 MILES (10.9 KM) SOUTHWEST OF SAVANNAH.
 CK6181'OWNERSHIP--GADOT.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK6181'INTERSTATE 16 AND STATE HIGHWAY 307 (DEAN FOREST ROAD, EXIT 160) , 6.8
 CK6181'MILES (10.9 KM) SOUTHWEST OF SAVANNAH, GO NORTHEAST ON HIGHWAY 307 FOR
 CK6181'0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT IN FRONT OF RONNIES
 CK6181'RESTAURANT.  STATION IS A CONCRETE POST RECESSED BLANK AND LEVEL WITH
 CK6181'THE HIGHWAY, 7.7 FEET (2.3 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 CK6181'HIGHWAY CURB, 62.1 FEET (18.9 M) EAST OF AN IRON MANHOLE COVER, 90.0
 CK6181'FEET (27.4 M) NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT, 76.2
 CK6181'FEET (23.2 M) SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO THE
 CK6181'RESTAURANT, 31.6 FEET (9.6 M) SOUTH OF A LONE PALMETTO TREE, 26.8 FEET
 CK6181'(8.2 M) EAST SOUTHEAST OF THE EAST CORNER OF THE CONCRETE BASE OF A
 CK6181'STORM DRAIN GRATE.  RECOVERED J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1431 ***********************************************************************
 BE1431  DESIGNATION -  C 200 RESET 1958
 BE1431  PID         -  BE1431
 BE1431  STATE/COUNTY-  GA/DECATUR
 BE1431  USGS QUAD   -  BRINSON (1974)
 BE1431
 BE1431                         *CURRENT SURVEY CONTROL
 BE1431  ___________________________________________________________________
 BE1431* NAD 83(1986)-  30 57 57.     (N)    084 44 00.     (W)     SCALED    
 BE1431* NAVD 88     -        37.94   (meters)     124.5    (feet)  RESET     
 BE1431  ___________________________________________________________________
 BE1431  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BE1431
 BE1431  VERT ORDER  -  THIRD
 BE1431
 BE1431.The horizontal coordinates were scaled from a topographic map and have
 BE1431.an estimated accuracy of +/- 6 seconds.
 BE1431
 BE1431.The orthometric height was computed from unverified reset data.
 BE1431.No vertical observational check was made to the station.
 BE1431
 BE1431.The geoid height was determined by GEOID03.
 BE1431
 BE1431;                    North         East    Units  Estimated Accuracy
 BE1431;SPC GA W     -   107,200.      645,870.      MT  (+/- 180 meters Scaled)
 BE1431
 BE1431                          SUPERSEDED SURVEY CONTROL
 BE1431
 BE1431  NGVD 29 (??/??/??)   38.06   (m)          124.9    (f) RESET       3  
 BE1431
 BE1431.Superseded values are not recommended for survey control.
 BE1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1431.See file dsdata.txt to determine how the superseded data were derived.
 BE1431
 BE1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV164280(NAD 83)
 BE1431_MARKER: DB = BENCH MARK DISK
 BE1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1431_STAMPING: C 200 RESET 1958
 BE1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1431+STABILITY: SURFACE MOTION
 BE1431
 BE1431  HISTORY     - Date     Condition        Report By
 BE1431  HISTORY     - 1958     MONUMENTED       CGS
 BE1431
 BE1431                          STATION DESCRIPTION
 BE1431
 BE1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BE1431'0.7 MI S FROM BRINSON.
 BE1431'ABOUT 0.7 MILE S ALONG THE BRINSON-RECOVERY HIGHWAY FROM THE
 BE1431'SCHOOL AT BRINSON, 0.3 MILE S OF THE CROSSING OF THE SAID AND
 BE1431'NO. 84 U.S. HIGHWAY, ABOUT 10 OR 15 YARDS NE OF THE CREST
 BE1431'OF A SLIGHT RIDGE, 52 FEET W OF THE CENTER LINE OF THE HIGHWAY,
 BE1431'AN ESTIMATED 5 YARDS E OF A 4-FOOT OAK, 30 FEET S OF THE PROJECTED
 BE1431'PLANE OF THE S WALL OF A FRAME HOUSE, 1 FOOT S OF THE PROJECTED
 BE1431'LINE OF A FENCE, AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1623 ***********************************************************************
 BE1623  DESIGNATION -  C 201
 BE1623  PID         -  BE1623
 BE1623  STATE/COUNTY-  GA/SEMINOLE
 BE1623  USGS QUAD   -  DESSER (1993)
 BE1623
 BE1623                         *CURRENT SURVEY CONTROL
 BE1623  ___________________________________________________________________
 BE1623* NAD 83(1986)-  30 53 19.     (N)    084 52 14.     (W)     SCALED    
 BE1623* NAVD 88     -        37.149  (meters)     121.88   (feet)  ADJUSTED  
 BE1623  ___________________________________________________________________
 BE1623  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BE1623  DYNAMIC HT  -          37.102 (meters)     121.73  (feet)  COMP
 BE1623  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BE1623
 BE1623  VERT ORDER  -  SECOND    CLASS 0
 BE1623
 BE1623.The horizontal coordinates were scaled from a topographic map and have
 BE1623.an estimated accuracy of +/- 6 seconds.
 BE1623
 BE1623.The orthometric height was determined by differential leveling
 BE1623.and adjusted by the National Geodetic Survey in June 1991..
 BE1623
 BE1623.The geoid height was determined by GEOID03.
 BE1623
 BE1623.The dynamic height is computed by dividing the NAVD 88
 BE1623.geopotential number by the normal gravity value computed on the
 BE1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1623.degrees latitude (g = 980.6199 gals.).
 BE1623
 BE1623.The modeled gravity was interpolated from observed gravity values.
 BE1623
 BE1623;                    North         East    Units  Estimated Accuracy
 BE1623;SPC GA W     -    98,710.      632,700.      MT  (+/- 180 meters Scaled)
 BE1623
 BE1623                          SUPERSEDED SURVEY CONTROL
 BE1623
 BE1623  NGVD 29 (??/??/92)   37.280  (m)          122.31   (f) ADJ UNCH    2 0
 BE1623
 BE1623.Superseded values are not recommended for survey control.
 BE1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1623.See file dsdata.txt to determine how the superseded data were derived.
 BE1623
 BE1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV035192(NAD 83)
 BE1623_MARKER: DB = BENCH MARK DISK
 BE1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1623_STAMPING: C 201 1952
 BE1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1623+STABILITY: SURFACE MOTION
 BE1623
 BE1623  HISTORY     - Date     Condition        Report By
 BE1623  HISTORY     - 1952     MONUMENTED       CGS
 BE1623
 BE1623                          STATION DESCRIPTION
 BE1623
 BE1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE1623'0.4 MI W FROM DESSER.
 BE1623'ABOUT 0.45 MILE WEST ALONG A GRADED ROAD FROM THE CROSSROADS
 BE1623'AND SALEM CHURCH AND CEMETERY AT DESSER, ABOUT 0.15 MILE EAST
 BE1623'OF A CROSSROAD, ABOUT 0.85 MILE EAST OF THE INTERSECTION OF
 BE1623'STATE HIGHWAY 39, AT THE JUNCTION OF A ROAD EAST AND ON THE
 BE1623'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST
 BE1623'IN MAIN ROAD, 24 FEET NORTH-NORTHEAST OF CENTER LINE OF MAIN
 BE1623'ROAD, 17 FEET SOUTH OF CENTER LINE OF ROAD EAST, 226 FEET EAST
 BE1623'OF CENTER OF JUNCTION, 2 FEET EAST OF A WHITE WOODEN WITNESS
 BE1623'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 BE1623'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0384 ***********************************************************************
 BT0384  CBN         -  This is a Cooperative Base Network Control Station.
 BT0384  DESIGNATION -  C 202
 BT0384  PID         -  BT0384
 BT0384  STATE/COUNTY-  GA/SEMINOLE
 BT0384  USGS QUAD   -  DONALSONVILLE WEST (1974)
 BT0384
 BT0384                         *CURRENT SURVEY CONTROL
 BT0384  ___________________________________________________________________
 BT0384* NAD 83(1994)-  31 00 56.44976(N)    084 52 48.06294(W)     ADJUSTED  
 BT0384* NAVD 88     -        43.204  (meters)     141.75   (feet)  ADJUSTED  
 BT0384  ___________________________________________________________________
 BT0384  X           -     488,250.886 (meters)                     COMP
 BT0384  Y           -  -5,449,278.993 (meters)                     COMP
 BT0384  Z           -   3,267,391.470 (meters)                     COMP
 BT0384  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BT0384  ELLIP HEIGHT-          15.33  (meters)          (03/09/95) GPS OBS
 BT0384  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BT0384  DYNAMIC HT  -          43.149 (meters)     141.56  (feet)  COMP
 BT0384  MODELED GRAV-     979,383.4   (mgal)                       NAVD 88
 BT0384
 BT0384  HORZ ORDER  -  B
 BT0384  VERT ORDER  -  SECOND    CLASS 0
 BT0384  ELLP ORDER  -  FIRST     CLASS I
 BT0384
 BT0384.The horizontal coordinates were established by GPS observations
 BT0384.and adjusted by the National Geodetic Survey in March 1995..
 BT0384
 BT0384.The orthometric height was determined by differential leveling
 BT0384.and adjusted by the National Geodetic Survey in June 1991..
 BT0384
 BT0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT0384
 BT0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0384
 BT0384.The ellipsoidal height was determined by GPS observations
 BT0384.and is referenced to NAD 83.
 BT0384
 BT0384.The geoid height was determined by GEOID03.
 BT0384
 BT0384.The dynamic height is computed by dividing the NAVD 88
 BT0384.geopotential number by the normal gravity value computed on the
 BT0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0384.degrees latitude (g = 980.6199 gals.).
 BT0384
 BT0384.The modeled gravity was interpolated from observed gravity values.
 BT0384
 BT0384;                    North         East     Units Scale Factor Converg.
 BT0384;SPC GA W     -   112,806.638   631,889.087   MT  0.99995721   -0 22 03.3
 BT0384;SPC GA W     -   370,099.78  2,073,122.78   sFT  0.99995721   -0 22 03.3
 BT0384;UTM  16      - 3,433,269.462   702,375.075   MT  1.00010522   +1 05 33.9
 BT0384
 BT0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0384!SPC GA W     -   0.99999759  x   0.99995721  =   0.99995480
 BT0384!UTM  16      -   0.99999759  x   1.00010522  =   1.00010281
 BT0384
 BT0384                          SUPERSEDED SURVEY CONTROL
 BT0384
 BT0384  NAVD 88 (03/09/95)   43.20   (m)          141.7    (f) LEVELING    3  
 BT0384  NGVD 29 (??/??/92)   43.324  (m)          142.14   (f) ADJ UNCH    2 0
 BT0384
 BT0384.Superseded values are not recommended for survey control.
 BT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0384.See file dsdata.txt to determine how the superseded data were derived.
 BT0384
 BT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV0237533269(NAD 83)
 BT0384_MARKER: DB = BENCH MARK DISK
 BT0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0384_STAMPING: C 202 1952
 BT0384_MARK LOGO: CGS   
 BT0384_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0384+STABILITY: SURFACE MOTION
 BT0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT0384+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 BT0384
 BT0384  HISTORY     - Date     Condition        Report By
 BT0384  HISTORY     - 1952     MONUMENTED       CGS
 BT0384  HISTORY     - 1970     GOOD             NGS
 BT0384  HISTORY     - 19940101 GOOD             GADT
 BT0384  HISTORY     - 20010515 GOOD             GADT
 BT0384  HISTORY     - 20020514 GOOD             INDIV
 BT0384
 BT0384                          STATION DESCRIPTION
 BT0384
 BT0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BT0384'1.2 MI S FROM DONALSONVILLE.
 BT0384'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 BT0384'STATE HIGHWAY 91 AT DONALSONVILLE, NEAR AN UNPAINTED FARM HOUSE
 BT0384'AND NEAR THE NORTHWEST CORNER OF THE DONALSONVILLE AIRPORT, 49 1/2
 BT0384'FEET EAST OF THE CENTERLINE OF HIGHWAY, 40 FEET SOUTHEAST OF THE
 BT0384'SOUTHWEST CORNER OF HOUSE, 29 FEET SOUTH OF CENTERLINE OF DRIVEWAY,
 BT0384'1 FOOT SOUTH OF A HIGHWAY R/W MARKER AND 1 FOOT SOUTH OF A STEEL
 BT0384'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BT0384'INCHES.  NOTE-- THIS IS ON A SPUR LINE TO THE DONALSONVILLE
 BT0384'AIRPORT.
 BT0384
 BT0384                          STATION RECOVERY (1994)
 BT0384
 BT0384'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994
 BT0384'THE STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH FROM DONALDSVILLE,
 BT0384'19 MI (30.6 KM) NORTHWEST FROM BAINBRIDGE, 25.5 MI (41.0 KM) SOUTH
 BT0384'FROM BLAKELY. --OWNERSHIP-- LOCATED OUTSIDE OF THE FENCE OF THE
 BT0384'DONALSONVILLE AIRPORT ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION
 BT0384'FROM THE INTERSECTION OF U.S. HIGHWAY 84 WITH STATE HIGHWAYS 91 AND 39
 BT0384'IN DONALSONVILLE, GO SOUTH ON HIGHWAY 91 AND 39 FOR 0.5 MI (0.8 KM) TO
 BT0384'HIGHWAY 91 FORKING TO THE RIGHT, CONTINUE SOUTH ON HIGHWAY 39 FOR 1.2
 BT0384'MI (1.9 KM) TO THE STATION ON THE LEFT. THE STATION PROJECTS 9 CM
 BT0384'ABOVE THE GROUND.  LOCATED 49.6 FT (15.1 M) EAST FROM THE CENTERLINE
 BT0384'OF HIGHWAY 39, 17.4 FT (5.3 M) SOUTH OF THE CENTER OF A FAINT DRIVE,
 BT0384'4.03 FT (1.23 M) NORTH OF A BURIED FIBER-OPTIC CABLE WITNESS POST
 BT0384'(ORANGE PLASTIC PIPE) FOR CONTELL, 1 FT (0.3 M) SOUTH FROM A HIGHWAY
 BT0384'RIGHT-OF-WAY MARKER, 1 FT (0.3 M) SOUTHWEST OF THE NORTH END OF A
 BT0384'6-FOOT CHAIN LINK FENCE OWNED BY THE DONALSONVILLE AIRPORT AND 1 FT
 BT0384'(0.3 M) SOUTH FROM A STEEL WITNESS POST. NOTE-- REQUIRES TALL TRIPOD
 BT0384'TO SEE OVER FENCE.
 BT0384
 BT0384                          STATION RECOVERY (2001)
 BT0384
 BT0384'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 BT0384'THE STATION WAS NOTED AS NOW BEING WITHIN 2.5 FEET OF A POWER POLE.
 BT0384'THIS COULD AFFECT GPS USABILITY FOR THE POINT.
 BT0384
 BT0384                          STATION RECOVERY (2002)
 BT0384
 BT0384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GAE)
 BT0384'MAY USE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1415 ***********************************************************************
 BE1415  DESIGNATION -  C 203
 BE1415  PID         -  BE1415
 BE1415  STATE/COUNTY-  GA/DECATUR
 BE1415  USGS QUAD   -  FACEVILLE (1974)
 BE1415
 BE1415                         *CURRENT SURVEY CONTROL
 BE1415  ___________________________________________________________________
 BE1415* NAD 83(1986)-  30 46 45.     (N)    084 44 24.     (W)     SCALED    
 BE1415* NAVD 88     -        21.716  (meters)      71.25   (feet)  ADJUSTED  
 BE1415  ___________________________________________________________________
 BE1415  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BE1415  DYNAMIC HT  -          21.689 (meters)      71.16  (feet)  COMP
 BE1415  MODELED GRAV-     979,359.2   (mgal)                       NAVD 88
 BE1415
 BE1415  VERT ORDER  -  SECOND    CLASS 0
 BE1415
 BE1415.The horizontal coordinates were scaled from a topographic map and have
 BE1415.an estimated accuracy of +/- 6 seconds.
 BE1415
 BE1415.The orthometric height was determined by differential leveling
 BE1415.and adjusted by the National Geodetic Survey in June 1991..
 BE1415
 BE1415.The geoid height was determined by GEOID03.
 BE1415
 BE1415.The dynamic height is computed by dividing the NAVD 88
 BE1415.geopotential number by the normal gravity value computed on the
 BE1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1415.degrees latitude (g = 980.6199 gals.).
 BE1415
 BE1415.The modeled gravity was interpolated from observed gravity values.
 BE1415
 BE1415;                    North         East    Units  Estimated Accuracy
 BE1415;SPC GA W     -    86,510.      645,120.      MT  (+/- 180 meters Scaled)
 BE1415
 BE1415                          SUPERSEDED SURVEY CONTROL
 BE1415
 BE1415  NGVD 29 (??/??/92)   21.859  (m)           71.72   (f) ADJ UNCH    2 0
 BE1415
 BE1415.Superseded values are not recommended for survey control.
 BE1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1415.See file dsdata.txt to determine how the superseded data were derived.
 BE1415
 BE1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV162073(NAD 83)
 BE1415_MARKER: DB = BENCH MARK DISK
 BE1415_SETTING: 66 = SET IN ROCK OUTCROP
 BE1415_SP_SET: ROCK RIDGE
 BE1415_STAMPING: C 203 1953
 BE1415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BE1415+STABILITY: POSITION/ELEVATION WELL
 BE1415
 BE1415  HISTORY     - Date     Condition        Report By
 BE1415  HISTORY     - 1953     MONUMENTED       CGS
 BE1415
 BE1415                          STATION DESCRIPTION
 BE1415
 BE1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BE1415'2.1 MI N FROM RECOVERY.
 BE1415'ABOUT 1.0 MILES NORHEAST ALONG A GRADED ROAD FROM THE CROSSING
 BE1415'OF THE ATLANTIC COAST LINE RAILROAD AT RECOVERY, THENCE ABOUT
 BE1415'1.1 MILES NORTHWEST ALONG A GRADED ROAD, AT HUTCHINSONS FERRY
 BE1415'LANDING ON THE FLINT RIVER, ON SOUTH BANK OF RIVER, 63 FEET
 BE1415'EAST OF CENTER LINE OF ROAD, ON THE TOP OF A NARROW RIDGE AND
 BE1415'SET IN THE TOP OF THE HIGHEST SANDSTONE ROCK ON TOP OF RIDGE,
 BE1415'26 FEET EAST-SOUTHEAST OF A 28-INCH TREE WITH GAGE NAILED ONTO
 BE1415'IT AND ABOUT 6 FEET ABOVE LEVEL OF FERRY ROAD.  NOTE-- MARK
 BE1415'WILL BE COVERED BY BACKWATER WHEN DAM IS COMPLETED NEAR MOUTH
 BE1415'OF FLINT AND CHATTAHOOCHEE RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0006 ***********************************************************************
 BR0006  DESIGNATION -  C 206
 BR0006  PID         -  BR0006
 BR0006  STATE/COUNTY-  GA/GLYNN
 BR0006  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0006
 BR0006                         *CURRENT SURVEY CONTROL
 BR0006  ___________________________________________________________________
 BR0006* NAD 83(1986)-  31 14 09.     (N)    081 28 57.     (W)     SCALED    
 BR0006* NAVD 88     -         6.147  (meters)      20.17   (feet)  ADJUSTED  
 BR0006  ___________________________________________________________________
 BR0006  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 BR0006  DYNAMIC HT  -           6.139 (meters)      20.14  (feet)  COMP
 BR0006  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 BR0006
 BR0006  VERT ORDER  -  SECOND    CLASS 0
 BR0006
 BR0006.This mark is at Glynco Jetport  (BQK)
 BR0006
 BR0006.The horizontal coordinates were scaled from a topographic map and have
 BR0006.an estimated accuracy of +/- 6 seconds.
 BR0006
 BR0006.The orthometric height was determined by differential leveling
 BR0006.and adjusted by the National Geodetic Survey in June 1991..
 BR0006
 BR0006.The geoid height was determined by GEOID03.
 BR0006
 BR0006.The dynamic height is computed by dividing the NAVD 88
 BR0006.geopotential number by the normal gravity value computed on the
 BR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0006.degrees latitude (g = 980.6199 gals.).
 BR0006
 BR0006.The modeled gravity was interpolated from observed gravity values.
 BR0006
 BR0006;                    North         East    Units  Estimated Accuracy
 BR0006;SPC GA E     -   137,200.      265,170.      MT  (+/- 180 meters Scaled)
 BR0006
 BR0006                          SUPERSEDED SURVEY CONTROL
 BR0006
 BR0006  NGVD 29 (??/??/92)    6.448  (m)           21.15   (f) ADJ UNCH    2 0
 BR0006
 BR0006.Superseded values are not recommended for survey control.
 BR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0006.See file dsdata.txt to determine how the superseded data were derived.
 BR0006
 BR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ540558(NAD 83)
 BR0006_MARKER: DB = BENCH MARK DISK
 BR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0006_STAMPING: C 206 1952
 BR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0006+STABILITY: SURFACE MOTION
 BR0006
 BR0006  HISTORY     - Date     Condition        Report By
 BR0006  HISTORY     - 1952     MONUMENTED       CGS
 BR0006  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0006
 BR0006                          STATION DESCRIPTION
 BR0006
 BR0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BR0006'6 MI N FROM BRUNSWICK.
 BR0006'LOCATED NEAR THE SOUTHWEST CORNER OF THE GLYNCO NAVAL AIR STATION
 BR0006'RESERVATION, ABOUT 100 FT. NORTH OF GATE N0. 11, 39.0 FT. EAST OF
 BR0006'THE CENTERLINE OF A N-S ROAD, 24.0 FT. NORTH OF THE CENTERLINE OF
 BR0006'AN E-W ROAD, AND 16.5 FT. SOUTHWEST OF A 12-INCH (DIAMETER) PINE.
 BR0006'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 5
 BR0006'INCHES.  TO REACH FROM THE MAIN GATE TO N.A.S., PROCEED WEST ALONG
 BR0006'BLACK TOP ROAD 1.0 MILE TO HANGER NO. 1, THENCE LEFT ON BLACK TOP
 BR0006'ROAD 1.1 MILE TO COMMUNICATIONS BUILDING AND DIRT ROAD LEFT, THENCE
 BR0006'LEFT ALONG DIRT ROAD 0.3 MILE TO T ROAD INTERSECTION , GATE NO 11,
 BR0006'AND THE STATION.
 BR0006
 BR0006                          STATION RECOVERY (1975)
 BR0006
 BR0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0537 ***********************************************************************
 BR0537  DESIGNATION -  C 207
 BR0537  PID         -  BR0537
 BR0537  STATE/COUNTY-  GA/BRYAN
 BR0537  USGS QUAD   -  LIMERICK NW (1973)
 BR0537
 BR0537                         *CURRENT SURVEY CONTROL
 BR0537  ___________________________________________________________________
 BR0537* NAD 83(1986)-  31 54 16.     (N)    081 22 53.     (W)     SCALED    
 BR0537* NAVD 88     -         4.972  (meters)      16.31   (feet)  ADJUSTED  
 BR0537  ___________________________________________________________________
 BR0537  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 BR0537  DYNAMIC HT  -           4.966 (meters)      16.29  (feet)  COMP
 BR0537  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BR0537
 BR0537  VERT ORDER  -  FIRST     CLASS II
 BR0537
 BR0537.The horizontal coordinates were scaled from a topographic map and have
 BR0537.an estimated accuracy of +/- 6 seconds.
 BR0537
 BR0537.The orthometric height was determined by differential leveling
 BR0537.and adjusted by the National Geodetic Survey in June 1991..
 BR0537
 BR0537.The geoid height was determined by GEOID03.
 BR0537
 BR0537.The dynamic height is computed by dividing the NAVD 88
 BR0537.geopotential number by the normal gravity value computed on the
 BR0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0537.degrees latitude (g = 980.6199 gals.).
 BR0537
 BR0537.The modeled gravity was interpolated from observed gravity values.
 BR0537
 BR0537;                    North         East    Units  Estimated Accuracy
 BR0537;SPC GA E     -   211,390.      274,270.      MT  (+/- 180 meters Scaled)
 BR0537
 BR0537                          SUPERSEDED SURVEY CONTROL
 BR0537
 BR0537  NGVD 29 (??/??/92)    5.261  (m)           17.26   (f) ADJ UNCH    1 2
 BR0537
 BR0537.Superseded values are not recommended for survey control.
 BR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0537.See file dsdata.txt to determine how the superseded data were derived.
 BR0537
 BR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR639299(NAD 83)
 BR0537_MARKER: DB = BENCH MARK DISK
 BR0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0537_STAMPING: C 207 1955
 BR0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0537+STABILITY: SURFACE MOTION
 BR0537
 BR0537  HISTORY     - Date     Condition        Report By
 BR0537  HISTORY     - 1955     MONUMENTED       CGS
 BR0537  HISTORY     - 1958     GOOD             NGS
 BR0537
 BR0537                          STATION DESCRIPTION
 BR0537
 BR0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BR0537'3.2 MI NE FROM FLEMING.
 BR0537'ABOUT 3.15 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE
 BR0537'RAILROAD FROM THE ROAD CROSSING AND STATION SIGN AT FLEMING,
 BR0537'ABOUT 238 YARDS SOUTHWEST OF MILE POST S 21-512, ABOUT 352
 BR0537'YARDS SOUTHWEST OF A ROAD CROSSING, 71 FEET NORTHWEST OF
 BR0537'NORTHWEST RAIL OF NORTHWEST TRACK, 5 1/2 FEET SOUTHWEST OF
 BR0537'A TELEPHONE POLE NO. 961 AND IN LINE WITH ROW OF POLES, 2 FEET
 BR0537'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 BR0537'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BR0537'PROJECTING 3 INCHES.
 BR0537
 BR0537                          STATION RECOVERY (1958)
 BR0537
 BR0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BR0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0322 ***********************************************************************
 CK0322  DESIGNATION -  C 208
 CK0322  PID         -  CK0322
 CK0322  STATE/COUNTY-  GA/CHATHAM
 CK0322  USGS QUAD   -  GARDEN CITY (1980)
 CK0322
 CK0322                         *CURRENT SURVEY CONTROL
 CK0322  ___________________________________________________________________
 CK0322* NAD 83(1986)-  32 02 52.     (N)    081 10 39.     (W)     SCALED    
 CK0322* NAVD 88     -        11.590  (meters)      38.02   (feet)  POSTED    
 CK0322  ___________________________________________________________________
 CK0322  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 CK0322  DYNAMIC HT  -          11.580 (meters)      37.99  (feet)  COMP
 CK0322  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CK0322
 CK0322  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CK0322
 CK0322.The horizontal coordinates were scaled from a topographic map and have
 CK0322.an estimated accuracy of +/- 6 seconds.
 CK0322
 CK0322.The orthometric height was determined by differential leveling
 CK0322.and adjusted by the National Geodetic Survey in 1992..
 CK0322.No vertical observational check was made to the station.
 CK0322.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CK0322.was located on a no-check spur therefore a value was not computed.
 CK0322
 CK0322.The geoid height was determined by GEOID03.
 CK0322
 CK0322.The dynamic height is computed by dividing the NAVD 88
 CK0322.geopotential number by the normal gravity value computed on the
 CK0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0322.degrees latitude (g = 980.6199 gals.).
 CK0322
 CK0322.The modeled gravity was interpolated from observed gravity values.
 CK0322
 CK0322;                    North         East    Units  Estimated Accuracy
 CK0322;SPC GA E     -   227,440.      293,410.      MT  (+/- 180 meters Scaled)
 CK0322
 CK0322                          SUPERSEDED SURVEY CONTROL
 CK0322
 CK0322  NGVD 29 (??/??/92)   11.865  (m)           38.93   (f) ADJ UNCH    1 2
 CK0322
 CK0322.Superseded values are not recommended for survey control.
 CK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0322.See file dsdata.txt to determine how the superseded data were derived.
 CK0322
 CK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR832457(NAD 83)
 CK0322_MARKER: DB = BENCH MARK DISK
 CK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0322_STAMPING: C 208 1955
 CK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0322+STABILITY: SURFACE MOTION
 CK0322
 CK0322  HISTORY     - Date     Condition        Report By
 CK0322  HISTORY     - 1955     MONUMENTED       CGS
 CK0322
 CK0322                          STATION DESCRIPTION
 CK0322
 CK0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0322'5.2 MI SW FROM SAVANNAH.
 CK0322'ABOUT 3.85 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CK0322'FROM THE UNION STATION AT SAVANNAH, THENCE ABOUT 1.35 MILES WEST
 CK0322'ALONG U.S. HIGHWAY 17, AT THE EAST SIDE OF SCOTT FIELD, ABOUT 165
 CK0322'FEET EAST OF CENTER LINE OF NORTH-SOUTH RUNWAY, 213 FEET NORTH
 CK0322'OF CENTER LINE OF HIGHWAY, 24 1/2 FEET NORTH-NORTHWEST OF
 CK0322'NORTHWEST CORNER OF MAIN BUILDING OF FRUEHAUF TRAILER COMPANY
 CK0322'SALES AND SERVICE BUILDING, 17 1/2 FEET NORTHWEST OF CENTER OF
 CK0322'A STEEL GATE ACROSS DRIVE INTO STORAGE YARD IN REAR OF FRUEHAUF
 CK0322'BUILDING, 1 FOOT WEST OF A STEEL FENCE CORNER, 46 FEET
 CK0322'NORTH-NORTHEAST OF A POWER POLE WIHT A TRANSFORMER, 2 FEET EAST
 CK0322'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH RUNWAY AND SET
 CK0322'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0960 ***********************************************************************
 CL0960  DESIGNATION -  C 21
 CL0960  PID         -  CL0960
 CL0960  STATE/COUNTY-  GA/PEACH
 CL0960  USGS QUAD   -  BYRON (1985)
 CL0960
 CL0960                         *CURRENT SURVEY CONTROL
 CL0960  ___________________________________________________________________
 CL0960* NAD 83(1986)-  32 39 17.     (N)    083 45 32.     (W)     SCALED    
 CL0960* NAVD 88     -       154.527  (meters)     506.98   (feet)  ADJUSTED  
 CL0960  ___________________________________________________________________
 CL0960  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CL0960  DYNAMIC HT  -         154.352 (meters)     506.40  (feet)  COMP
 CL0960  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CL0960
 CL0960  VERT ORDER  -  FIRST     CLASS II
 CL0960
 CL0960.The horizontal coordinates were scaled from a topographic map and have
 CL0960.an estimated accuracy of +/- 6 seconds.
 CL0960
 CL0960.The orthometric height was determined by differential leveling
 CL0960.and adjusted by the National Geodetic Survey in June 1991..
 CL0960
 CL0960.The geoid height was determined by GEOID03.
 CL0960
 CL0960.The dynamic height is computed by dividing the NAVD 88
 CL0960.geopotential number by the normal gravity value computed on the
 CL0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0960.degrees latitude (g = 980.6199 gals.).
 CL0960
 CL0960.The modeled gravity was interpolated from observed gravity values.
 CL0960
 CL0960;                    North         East    Units  Estimated Accuracy
 CL0960;SPC GA W     -   294,390.      738,250.      MT  (+/- 180 meters Scaled)
 CL0960
 CL0960                          SUPERSEDED SURVEY CONTROL
 CL0960
 CL0960  NGVD 29 (??/??/92)  154.639  (m)          507.34   (f) ADJ UNCH    1 2
 CL0960
 CL0960.Superseded values are not recommended for survey control.
 CL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0960.See file dsdata.txt to determine how the superseded data were derived.
 CL0960
 CL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS412163(NAD 83)
 CL0960_MARKER: DB = BENCH MARK DISK
 CL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0960_STAMPING: C 21 1917 ELEV 507.394 FEET
 CL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0960+STABILITY: SURFACE MOTION
 CL0960
 CL0960  HISTORY     - Date     Condition        Report By
 CL0960  HISTORY     - 1917     MONUMENTED       CGS
 CL0960  HISTORY     - 1958     GOOD             NGS
 CL0960
 CL0960                          STATION DESCRIPTION
 CL0960
 CL0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CL0960'AT BYRON.
 CL0960'AT BYRON, ABOUT 0.05 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA
 CL0960'RAILWAY FROM THE STATION, 96 1/2 FEET NORTHWEST OF AND ACROSS A
 CL0960'BLACK TOP ROAD FROM THE NORTHWEST RAIL OF THE MAIN TRACK, IN THE
 CL0960'EAST CORNER OF THE LAWN OF A LARGE COLONIAL TYPE WHITE HOUSE WITH
 CL0960'A CIRCULAR DRIVE, 23 FEET SOUTH OF THE CENTER LINE OF THE NORTH
 CL0960'LEG OF THE DRIVE, 12 FEET NORTHWEST OF A 30-INCH CEDAR TREE,
 CL0960'25 1/2 FEET EAST OF A 14-INCH CEDAR TREE, 3 FEET NORTHEAST OF THE
 CL0960'EXTENDED LINE OF THE BRICK FOUNDATION FOR THE PORCH ON THE NORTHEAST
 CL0960'SIDE OF THE HOUSE, 112 1/2 FEET SOUTHEAST OF THE EAST CORNER OF
 CL0960'THE HOUSE, AND SET IN TOP OF A CONCRETE POST 3 INCHES BELOW THE
 CL0960'SURFACE OF THE GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6182 ***********************************************************************
 CK6182  DESIGNATION -  C 21
 CK6182  PID         -  CK6182
 CK6182  STATE/COUNTY-  GA/CHATHAM
 CK6182  USGS QUAD   -  GARDEN CITY (1980)
 CK6182
 CK6182                         *CURRENT SURVEY CONTROL
 CK6182  ___________________________________________________________________
 CK6182* NAD 83(1994)-  32 02 24.63942(N)    081 12 11.27851(W)     ADJUSTED  
 CK6182* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 CK6182  ___________________________________________________________________
 CK6182  X           -     827,616.616 (meters)                     COMP
 CK6182  Y           -  -5,348,012.321 (meters)                     COMP
 CK6182  Z           -   3,364,193.281 (meters)                     COMP
 CK6182  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CK6182  ELLIP HEIGHT-         -29.28  (meters)          (09/03/97) GPS OBS
 CK6182  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CK6182
 CK6182  HORZ ORDER  -  SECOND
 CK6182  ELLP ORDER  -  FOURTH    CLASS II
 CK6182
 CK6182.The horizontal coordinates were established by GPS observations
 CK6182.and adjusted by the National Geodetic Survey in September 1997..
 CK6182
 CK6182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6182
 CK6182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6182
 CK6182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6182
 CK6182.The ellipsoidal height was determined by GPS observations
 CK6182.and is referenced to NAD 83.
 CK6182
 CK6182.The geoid height was determined by GEOID03.
 CK6182
 CK6182;                    North         East     Units Scale Factor Converg.
 CK6182;SPC GA E     -   226,577.555   291,000.395   MT  1.00000209   +0 30 40.3
 CK6182;SPC GA E     -   743,363.20    954,723.80   sFT  1.00000209   +0 30 40.3
 CK6182;UTM  17      - 3,544,907.129   480,821.364   MT  0.99960454   -0 06 28.0
 CK6182
 CK6182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6182!SPC GA E     -   1.00000460  x   1.00000209  =   1.00000669
 CK6182!UTM  17      -   1.00000460  x   0.99960454  =   0.99960914
 CK6182
 CK6182                          SUPERSEDED SURVEY CONTROL
 CK6182
 CK6182  NAD 83(1986)-  32 02 24.65298(N)    081 12 11.29184(W) AD(       ) 2
 CK6182  NGVD 29 (03/03/92)    2.0    (m)            7.     (f) GPS OBS        
 CK6182
 CK6182.Superseded values are not recommended for survey control.
 CK6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6182.See file dsdata.txt to determine how the superseded data were derived.
 CK6182
 CK6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8082144907(NAD 83)
 CK6182_MARKER: DD = SURVEY DISK
 CK6182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6182_SP_SET: CONCRETE POST
 CK6182_STAMPING: C 21 MARCH 1990
 CK6182_MARK LOGO: GA4910
 CK6182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6182+STABILITY: SURFACE MOTION
 CK6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6182+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2001
 CK6182
 CK6182  HISTORY     - Date     Condition        Report By
 CK6182  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6182  HISTORY     - 19961231 GOOD             USPSQD
 CK6182  HISTORY     - 20011115 GOOD             WOLVER
 CK6182
 CK6182                          STATION DESCRIPTION
 CK6182
 CK6182'DESCRIBED BY GEONEX 1990
 CK6182'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 17 (OGEECHEE
 CK6182'ROAD) IN THE SALT CREEK BOAT RAMP PARK, APPROXIMATELY 6.9 MI
 CK6182'(11.10 KM) SOUTHWEST FROM SAVANNAH, 5.8 MI (9.33 KM) SOUTH-SOUTHWEST
 CK6182'FROM GARDEN CITY, AND 5.7 MI (9.17 KM) EAST-SOUTHEAST FROM POOLER.
 CK6182'TO REACH STATION C 21 FROM THE INTERSECTION OF U.S. HIGHWAY 17
 CK6182'(OGEECHEE ROAD) AND STATE HIGHWAY 307 (DEAN FOREST ROAD), GO EASTERLY
 CK6182'ALONG U.S. HIGHWAY 17 (OGEECHEE ROAD) FOR 0.2 MI (0.32 KM) TO THE
 CK6182'BRIDGE CROSSING THE SALT RIVER.  CONTINUE EASTERLY ALONG U.S. HIGHWAY
 CK6182'17 (OGEECHEE ROAD) FOR 0.05 MI (0.08 KM) TO THE DRIVE FOR THE SALT
 CK6182'CREEK BOAT RAMP ON THE LEFT.  TURN LEFT AND GO NORTH AND WEST ALONG
 CK6182'THE DRIVE FOR APPROXIMATELY 100 FT (30.48 M) TO THE STATION ON THE
 CK6182'LEFT.
 CK6182'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6182'STAMPED ---C 21  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6182'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6182'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6182'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6182'LOCATED EAST, 4.7 FT (1.43 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6182'SIDE OF A WOOD POST, 72 DEGREES AZIMUTH, 55.3 FT (16.86 M) FROM A PK
 CK6182'NAIL W/ SHINER IN THE FACING SIDE OF A 12 INCH PINE TREE, 293 DEGREES
 CK6182'AZIMUTH, 59.6 FT (18.17 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6182'SIDE OF A POWER POLE ON THE WEST SIDE OF THE ENTRANCE, AND 169
 CK6182'DEGREES AZIMUTH, 109.9 FT (33.50 M) FROM A PK NAIL W/ SHINER IN THE
 CK6182'SOUTHEAST CORNER OF A WOOD STRUCTURE.
 CK6182
 CK6182                          STATION RECOVERY (1996)
 CK6182
 CK6182'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK6182'RECOVERED IN GOOD CONDITION.
 CK6182
 CK6182                          STATION RECOVERY (2001)
 CK6182
 CK6182'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (LMB)
 CK6182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1875 ***********************************************************************
 CK1875  DESIGNATION -  C 210 RESET
 CK1875  PID         -  CK1875
 CK1875  STATE/COUNTY-  GA/BULLOCH
 CK1875  USGS QUAD   -  STATESBORO (1993)
 CK1875
 CK1875                         *CURRENT SURVEY CONTROL
 CK1875  ___________________________________________________________________
 CK1875* NAD 83(1986)-  32 28 31.     (N)    081 48 37.     (W)     SCALED    
 CK1875* NAVD 88     -        75.70   (meters)     248.4    (feet)  RESET     
 CK1875  ___________________________________________________________________
 CK1875  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 CK1875
 CK1875  VERT ORDER  -  THIRD
 CK1875
 CK1875.The horizontal coordinates were scaled from a topographic map and have
 CK1875.an estimated accuracy of +/- 6 seconds.
 CK1875
 CK1875.The orthometric height was computed from unverified reset data.
 CK1875
 CK1875.The geoid height was determined by GEOID03.
 CK1875
 CK1875;                    North         East    Units  Estimated Accuracy
 CK1875;SPC GA E     -   274,470.      233,500.      MT  (+/- 180 meters Scaled)
 CK1875
 CK1875                          SUPERSEDED SURVEY CONTROL
 CK1875
 CK1875  NGVD 29 (11/20/03)   75.94   (m)          249.1    (f) RESET       3  
 CK1875
 CK1875.Superseded values are not recommended for survey control.
 CK1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1875.See file dsdata.txt to determine how the superseded data were derived.
 CK1875
 CK1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR238934(NAD 83)
 CK1875_MARKER: DV = VERTICAL CONTROL DISK
 CK1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1875_STAMPING: C 210 RESET 1982
 CK1875_MARK LOGO: NGS   
 CK1875_PROJECTION: FLUSH
 CK1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1875+STABILITY: SURFACE MOTION
 CK1875
 CK1875  HISTORY     - Date     Condition        Report By
 CK1875  HISTORY     - 1982     MONUMENTED       NGS
 CK1875  HISTORY     - 19911028 GOOD             NGS
 CK1875
 CK1875                          STATION DESCRIPTION
 CK1875
 CK1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CK1875'4.2 KM (2.6 MI) NW FROM STATESBORO.
 CK1875'FROM THE COURTHOUSE IN STATESBORO, GO NORTH ON NORTH MAIN STREET
 CK1875'ROUTE 301 FOR 0.6 KM (0.4 MILES) TURNING LEFT NORTHWEST ALONG
 CK1875'WEST-NORTHSIDE DRIVE, U.S. ROUTE 80 FOR 1.3 KM (0.80 MILE) TURNING
 CK1875'LEFT ON MILLER STREET, FOLLOW NORTHWEST FOR 2.1 KM (1.3 MILE) TO
 CK1875'THE MARK ON THE LEFT, THE MARK IS ON THE EDGE OF THE RIGHT-OF-WAY
 CK1875'AND VERY NEAR THE NORTH CORNER PROPERTY LINE OF A TWO STORY FRAME
 CK1875'AND BRICK HOUSE, 26.3 METERS NORTH OF THE NORTH CORNER OF THE HOUSE,
 CK1875'24.0 METERS SOUTHWEST OF A POWER POLE WITH TRANSFORMER ACROSS THE
 CK1875'ROAD, 33.4 METERS NORTH-NORTHEAST OF A POWER POLE NEAR THE REAR OF
 CK1875'THE HOUSE.
 CK1875'THE MARK IS 0.3 FT  W FROM A WITNESS POST.
 CK1875
 CK1875                          STATION RECOVERY (1991)
 CK1875
 CK1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 CK1875'RECOVERED AS DESCRIBED.  MARK WILL SOON BE DESTROYED BY ROAD WIDENING.
 CK1875'RESET ESTABLISHED THIS DATE.  OLD MARK LEFT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9444 ***********************************************************************
 AA9444  DESIGNATION -  C 210 RESET
 AA9444  PID         -  AA9444
 AA9444  STATE/COUNTY-  GA/BULLOCH
 AA9444  USGS QUAD   -  STATESBORO (1993)
 AA9444
 AA9444                         *CURRENT SURVEY CONTROL
 AA9444  ___________________________________________________________________
 AA9444* NAD 83(1986)-  32 28 31.     (N)    081 48 37.     (W)     SCALED    
 AA9444* NAVD 88     -        76.31   (+/-2cm)     250.4    (feet)  VERTCON   
 AA9444  ___________________________________________________________________
 AA9444  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AA9444
 AA9444  VERT ORDER  -  THIRD (See Below)
 AA9444
 AA9444.The horizontal coordinates were scaled from a topographic map and have
 AA9444.an estimated accuracy of +/- 6 seconds.
 AA9444
 AA9444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9444.The vertical order pertains to the NGVD 29 superseded value.
 AA9444
 AA9444.The geoid height was determined by GEOID03.
 AA9444
 AA9444;                    North         East    Units  Estimated Accuracy
 AA9444;SPC GA E     -   274,470.      233,500.      MT  (+/- 180 meters Scaled)
 AA9444
 AA9444                          SUPERSEDED SURVEY CONTROL
 AA9444
 AA9444  NGVD 29 (11/20/03)   76.55   (m)          251.1    (f) RESET       3  
 AA9444
 AA9444.Superseded values are not recommended for survey control.
 AA9444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9444.See file dsdata.txt to determine how the superseded data were derived.
 AA9444
 AA9444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR238934(NAD 83)
 AA9444_MARKER: DV = VERTICAL CONTROL DISK
 AA9444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9444_STAMPING: C 210 RESET 1991
 AA9444_MARK LOGO: NGS   
 AA9444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9444+STABILITY: SURFACE MOTION
 AA9444
 AA9444  HISTORY     - Date     Condition        Report By
 AA9444  HISTORY     - 1991     MONUMENTED       NGS
 AA9444
 AA9444                          STATION DESCRIPTION
 AA9444
 AA9444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 AA9444'0.8 MILE (1.3 KM) WEST AND NW ALONG US 80 FROM THE INTERSECTION OF US
 AA9444'301 IN STATESBORO, THEN LEFT (NW) ON MILLER RD (CO RD 106) FOR 1.2
 AA9444'MILES (1.9 KM) TO THE MARK ON THE LEFT IN THE FRONT YARD OF A HOUSE.
 AA9444'MILLER RD CROSSES STOCKYARD RD AT 0.4 MILE (0.6 KM) WEST OF RT 80 AND
 AA9444'RUNS NW HERE.  MARK IS 280 FEET (85.3 M) NW ALONG MILLER RD FROM
 AA9444'CENTER OF NEW BYPASS ROAD, 89 FEET (27.1 M) NW OF EAST HOUSE CORNER,
 AA9444'64 FEET (19.5 M) SE OF CENTERLINE SAND RD TO SW, 57 FT (17.4 M) NORTH
 AA9444'OF NORTH MAIN CORNER OF HOUSE NUMBER 714 (SPLIT LEVEL BRICK AND
 AA9444'FRAME), 49 FEET (14.9 M) SW OF CENTER OF MILLER RD, 26.5 FT (8.1 M)
 AA9444'EAST OF 6 INCH LOW-GROWING OAK TREE, 18.5 FT (5.6 M) NORTH OF A 12
 AA9444'INCH PINE TREE, 1 FT (0.3 M) NE OF A WITNESS POST, BURIED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0106 ***********************************************************************
 CK0106  DESIGNATION -  C 211
 CK0106  PID         -  CK0106
 CK0106  STATE/COUNTY-  GA/BULLOCH
 CK0106  USGS QUAD   -  BROOKLET (1978)
 CK0106
 CK0106                         *CURRENT SURVEY CONTROL
 CK0106  ___________________________________________________________________
 CK0106* NAD 83(1986)-  32 29 01.     (N)    081 44 53.     (W)     SCALED    
 CK0106* NAVD 88     -        50.233  (meters)     164.81   (feet)  ADJUSTED  
 CK0106  ___________________________________________________________________
 CK0106  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 CK0106  DYNAMIC HT  -          50.177 (meters)     164.62  (feet)  COMP
 CK0106  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 CK0106
 CK0106  VERT ORDER  -  FIRST     CLASS II
 CK0106
 CK0106.The horizontal coordinates were scaled from a topographic map and have
 CK0106.an estimated accuracy of +/- 6 seconds.
 CK0106
 CK0106.The orthometric height was determined by differential leveling
 CK0106.and adjusted by the National Geodetic Survey in June 1991..
 CK0106
 CK0106.The geoid height was determined by GEOID03.
 CK0106
 CK0106.The dynamic height is computed by dividing the NAVD 88
 CK0106.geopotential number by the normal gravity value computed on the
 CK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0106.degrees latitude (g = 980.6199 gals.).
 CK0106
 CK0106.The modeled gravity was interpolated from observed gravity values.
 CK0106
 CK0106;                    North         East    Units  Estimated Accuracy
 CK0106;SPC GA E     -   275,420.      239,340.      MT  (+/- 180 meters Scaled)
 CK0106
 CK0106                          SUPERSEDED SURVEY CONTROL
 CK0106
 CK0106  NGVD 29 (??/??/92)   50.468  (m)          165.58   (f) ADJ UNCH    1 2
 CK0106
 CK0106.Superseded values are not recommended for survey control.
 CK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0106.See file dsdata.txt to determine how the superseded data were derived.
 CK0106
 CK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR297942(NAD 83)
 CK0106_MARKER: DB = BENCH MARK DISK
 CK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0106_STAMPING: C 211 1955
 CK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0106+STABILITY: SURFACE MOTION
 CK0106
 CK0106  HISTORY     - Date     Condition        Report By
 CK0106  HISTORY     - 1955     MONUMENTED       CGS
 CK0106
 CK0106                          STATION DESCRIPTION
 CK0106
 CK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0106'3.6 MI NE FROM STATESBORO.
 CK0106'ABOUT 3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE
 CK0106'COURT HOUSE AT STATESBORO, AT THE ENTRANCE TO STATESBORO AIRPORT,
 CK0106'54 FEET EAST-SOUTHEAST OF CENTER LINE OF HIGHWAY, 193 1/2 FEET
 CK0106'NORTH OF THE NORTHWEST CORNER OF A BRICK TILE BUILDING OF 101ST
 CK0106'AAA BUN GATTILLION, 74 1/2 FEET SOUTHWEST AND ACROSS ENTRANCE
 CK0106'ROAD FROM THE SOUTHWEST CORNER OF A METAL COVERED WAREHOUSE
 CK0106'BUILDING, 25 FEET SOUTH-SOUTHWEST OF CENTER OF ENTRANCE DRIVE,
 CK0106'5 1/2 FEET SOUTHEAST OF A POWER POLE, 3 FEET EAST-SOUTHEST OF
 CK0106'A FENCE LINE, 2 FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS
 CK0106'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CK0106'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0574 ***********************************************************************
 CK0574  DESIGNATION -  C 212
 CK0574  PID         -  CK0574
 CK0574  STATE/COUNTY-  GA/EFFINGHAM
 CK0574  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 CK0574
 CK0574                         *CURRENT SURVEY CONTROL
 CK0574  ___________________________________________________________________
 CK0574* NAD 83(1986)-  32 29 41.     (N)    081 16 08.     (W)     SCALED    
 CK0574* NAVD 88     -        20.799  (meters)      68.24   (feet)  ADJUSTED  
 CK0574  ___________________________________________________________________
 CK0574  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK0574  DYNAMIC HT  -          20.776 (meters)      68.16  (feet)  COMP
 CK0574  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CK0574
 CK0574  VERT ORDER  -  FIRST     CLASS II
 CK0574
 CK0574.The horizontal coordinates were scaled from a topographic map and have
 CK0574.an estimated accuracy of +/- 6 seconds.
 CK0574
 CK0574.The orthometric height was determined by differential leveling
 CK0574.and adjusted by the National Geodetic Survey in June 1991..
 CK0574
 CK0574.The geoid height was determined by GEOID03.
 CK0574
 CK0574.The dynamic height is computed by dividing the NAVD 88
 CK0574.geopotential number by the normal gravity value computed on the
 CK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0574.degrees latitude (g = 980.6199 gals.).
 CK0574
 CK0574.The modeled gravity was interpolated from observed gravity values.
 CK0574
 CK0574;                    North         East    Units  Estimated Accuracy
 CK0574;SPC GA E     -   276,930.      284,370.      MT  (+/- 180 meters Scaled)
 CK0574
 CK0574                          SUPERSEDED SURVEY CONTROL
 CK0574
 CK0574  NGVD 29 (03/21/89)   21.075  (m)           69.14   (f) ADJUSTED    1 2
 CK0574
 CK0574.Superseded values are not recommended for survey control.
 CK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0574.See file dsdata.txt to determine how the superseded data were derived.
 CK0574
 CK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR747953(NAD 83)
 CK0574_MARKER: DB = BENCH MARK DISK
 CK0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0574_STAMPING: C 212 1955
 CK0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0574+STABILITY: SURFACE MOTION
 CK0574
 CK0574  HISTORY     - Date     Condition        Report By
 CK0574  HISTORY     - 1955     MONUMENTED       CGS
 CK0574
 CK0574                          STATION DESCRIPTION
 CK0574
 CK0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0574'0.8 MI N FROM CLYO.
 CK0574'ABOUT 0.85 MILE NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0574'THE STATION AT CLYO, ABOUT 279 YARDS SOUTH OF MILE POST 468,
 CK0574'46 1/2 FEET EAST OF EAST RAIL, 57 1/2 FEET NORTHEAST OF CENTER OF
 CK0574'A CATTLE GUARD ACROSS TRACK, 40 FEET SOUTHEAST OF EAST END OF THE
 CK0574'SOUTH ONE OF A TWIN 45-INCH PIPE CULVERT UNDER TRACK, 1 FOOT WEST
 CK0574'OF A FENCE LINE, 24 FEET NORTH OF AN OFFSET IN FENCE LINE, 2 FEET
 CK0574'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 CK0574'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0574'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0618 ***********************************************************************
 CK0618  DESIGNATION -  C 213
 CK0618  PID         -  CK0618
 CK0618  STATE/COUNTY-  GA/EFFINGHAM
 CK0618  USGS QUAD   -  RINCON (1979)
 CK0618
 CK0618                         *CURRENT SURVEY CONTROL
 CK0618  ___________________________________________________________________
 CK0618* NAD 83(1986)-  32 18 30.     (N)    081 14 20.     (W)     SCALED    
 CK0618* NAVD 88     -        21.302  (meters)      69.89   (feet)  ADJUSTED  
 CK0618  ___________________________________________________________________
 CK0618  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK0618  DYNAMIC HT  -          21.277 (meters)      69.81  (feet)  COMP
 CK0618  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CK0618
 CK0618  VERT ORDER  -  FIRST     CLASS II
 CK0618
 CK0618.The horizontal coordinates were scaled from a topographic map and have
 CK0618.an estimated accuracy of +/- 6 seconds.
 CK0618
 CK0618.The orthometric height was determined by differential leveling
 CK0618.and adjusted by the National Geodetic Survey in June 1991..
 CK0618
 CK0618.The geoid height was determined by GEOID03.
 CK0618
 CK0618.The dynamic height is computed by dividing the NAVD 88
 CK0618.geopotential number by the normal gravity value computed on the
 CK0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0618.degrees latitude (g = 980.6199 gals.).
 CK0618
 CK0618.The modeled gravity was interpolated from observed gravity values.
 CK0618
 CK0618;                    North         East    Units  Estimated Accuracy
 CK0618;SPC GA E     -   256,280.      287,370.      MT  (+/- 180 meters Scaled)
 CK0618
 CK0618                          SUPERSEDED SURVEY CONTROL
 CK0618
 CK0618  NGVD 29 (03/21/89)   21.581  (m)           70.80   (f) ADJUSTED    1 2
 CK0618
 CK0618.Superseded values are not recommended for survey control.
 CK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0618.See file dsdata.txt to determine how the superseded data were derived.
 CK0618
 CK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR775746(NAD 83)
 CK0618_MARKER: DB = BENCH MARK DISK
 CK0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0618_STAMPING: C 213 1955
 CK0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0618+STABILITY: SURFACE MOTION
 CK0618
 CK0618  HISTORY     - Date     Condition        Report By
 CK0618  HISTORY     - 1955     MONUMENTED       CGS
 CK0618
 CK0618                          STATION DESCRIPTION
 CK0618
 CK0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CK0618'0.8 MI N FROM RINCON.
 CK0618'ABOUT 0.75 MILE NORTH ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CK0618'THE OVERPASS OF STATE HIGHWAY 21 OVER THE TRACK AT RINCON,
 CK0618'ABOUT 349 YARDS SOUTH OF MILE POST 481, ABOUT 0.4 MILE NORTH
 CK0618'OF A ROAD CROSSING, 47 1/2 FEET EAST OF EAST RAIL, 80 FEET
 CK0618'EAST-SOUTHEAST AND ACROSS TRACK FROM THE SIXTH TELEPHONE POLE
 CK0618'SOUTH OF MILE POST 481, 182 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 CK0618'CORNER OF CONCRETE BASE OF A SIGNAL CONTROL BOX, 180 FEET
 CK0618'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 2 FEET
 CK0618'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 CK0618'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0618'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3711 ***********************************************************************
 DG3711  DESIGNATION -  C 214 RESET
 DG3711  PID         -  DG3711
 DG3711  STATE/COUNTY-  GA/FULTON
 DG3711  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG3711
 DG3711                         *CURRENT SURVEY CONTROL
 DG3711  ___________________________________________________________________
 DG3711* NAD 83(1986)-  33 45 06.     (N)    084 29 27.     (W)     SCALED    
 DG3711* NAVD 88     -       275.92   (meters)     905.2    (feet)  RESET     
 DG3711  ___________________________________________________________________
 DG3711  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG3711
 DG3711  VERT ORDER  -  THIRD
 DG3711
 DG3711.The horizontal coordinates were scaled from a topographic map and have
 DG3711.an estimated accuracy of +/- 6 seconds.
 DG3711
 DG3711.The orthometric height was computed from unverified reset data.
 DG3711
 DG3711.The geoid height was determined by GEOID03.
 DG3711
 DG3711;                    North         East    Units  Estimated Accuracy
 DG3711;SPC GA W     -   416,010.      669,970.      MT  (+/- 180 meters Scaled)
 DG3711
 DG3711                          SUPERSEDED SURVEY CONTROL
 DG3711
 DG3711  NGVD 29 (11/20/03)  275.84   (m)          905.0    (f) RESET       3  
 DG3711
 DG3711.Superseded values are not recommended for survey control.
 DG3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3711.See file dsdata.txt to determine how the superseded data were derived.
 DG3711
 DG3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC324374(NAD 83)
 DG3711_MARKER: DB = BENCH MARK DISK
 DG3711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3711_SP_SET: CONCRETE POST
 DG3711_STAMPING: C 214 RESET 1982
 DG3711_MARK LOGO: NGS   
 DG3711_PROJECTION: FLUSH
 DG3711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3711+STABILITY: SURFACE MOTION
 DG3711
 DG3711  HISTORY     - Date     Condition        Report By
 DG3711  HISTORY     - 1982     MONUMENTED       NGS
 DG3711
 DG3711                          STATION DESCRIPTION
 DG3711
 DG3711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DG3711'1.6 KM (1.00 MI) EAST FROM ADAMSVILLE.
 DG3711'TO REACH THE MARK FROM THE SHOPPING CENTER IN ADAMSVILLE WHICH IS THE
 DG3711'POINT WHERE BAKERS FERRY ROAD INTERSECTS STATE ROUTE 139, MARTIN
 DG3711'LUTHER KING BLVD, GO EAST ON MARTIN LUTHER KING FOR 1.1 KM (0.70 MI)
 DG3711'CROSSING A BRIDGE OVER U.S. HIGHWAY 285, CONTINUE EASTERLY FOR 0.5
 DG3711'KM (0.30 MI) TO MIDDLETON ROAD NORTHWEST ON THE LEFT.  TURN LEFT THEN
 DG3711'RIGHT INTO A CUL DE SAC TO THE EAST OF A APARTMENT BUILDING NUMBER
 DG3711'3150 MIDDLETON RD, 9.57 METERS SOUTH WEST OF METAL RAILING ON A STONE
 DG3711'WALL, 5.03 METERS SOUTH OF A SMALL BRICKED IN PATIO, AND 0.70 METERS
 DG3711'NORTH OF A CHAIN LINK FENCE.
 DG3711'THE MARK IS 0.52 METERS  N FROM  A WITNESS POST
 DG3711'THE MARK IS 1.5 M ABOVE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0352 ***********************************************************************
 CM0352  DESIGNATION -  C 218
 CM0352  PID         -  CM0352
 CM0352  STATE/COUNTY-  GA/MUSCOGEE
 CM0352  USGS QUAD   -  COLUMBUS (1983)
 CM0352
 CM0352                         *CURRENT SURVEY CONTROL
 CM0352  ___________________________________________________________________
 CM0352* NAD 83(1986)-  32 27 05.     (N)    084 58 49.     (W)     SCALED    
 CM0352* NAVD 88     -        73.270  (meters)     240.39   (feet)  ADJUSTED  
 CM0352  ___________________________________________________________________
 CM0352  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CM0352  DYNAMIC HT  -          73.187 (meters)     240.11  (feet)  COMP
 CM0352  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CM0352
 CM0352  VERT ORDER  -  FIRST     CLASS I
 CM0352
 CM0352.The horizontal coordinates were scaled from a topographic map and have
 CM0352.an estimated accuracy of +/- 6 seconds.
 CM0352
 CM0352.The orthometric height was determined by differential leveling
 CM0352.and adjusted by the National Geodetic Survey in June 1991..
 CM0352
 CM0352.The geoid height was determined by GEOID03.
 CM0352
 CM0352.The dynamic height is computed by dividing the NAVD 88
 CM0352.geopotential number by the normal gravity value computed on the
 CM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0352.degrees latitude (g = 980.6199 gals.).
 CM0352
 CM0352.The modeled gravity was interpolated from observed gravity values.
 CM0352
 CM0352;                    North         East    Units  Estimated Accuracy
 CM0352;SPC GA W     -   272,060.      623,510.      MT  (+/- 180 meters Scaled)
 CM0352
 CM0352                          SUPERSEDED SURVEY CONTROL
 CM0352
 CM0352  NGVD 29 (??/??/92)   73.306  (m)          240.50   (f) ADJ UNCH    1 1
 CM0352
 CM0352.Superseded values are not recommended for survey control.
 CM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0352.See file dsdata.txt to determine how the superseded data were derived.
 CM0352
 CM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA898922(NAD 83)
 CM0352_MARKER: DB = BENCH MARK DISK
 CM0352_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM0352_SP_SET: 40 FEET
 CM0352_STAMPING: C 218 1958
 CM0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0352
 CM0352  HISTORY     - Date     Condition        Report By
 CM0352  HISTORY     - 1958     MONUMENTED       CGS
 CM0352  HISTORY     - 1973     GOOD             NGS
 CM0352
 CM0352                          STATION DESCRIPTION
 CM0352
 CM0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0352'1.4 MI SE FROM COLUMBUS.
 CM0352'ABOUT 1.1 MILES SOUTH ALONG 6TH AVENUE FROM THE UNION STATION AND
 CM0352'THE INTERSECTION OF 6TH AVENUE AND 12TH STREET AT COLUMBUS, THENCE
 CM0352'0.35 MILE SOUTHEAST ALONG VICTORY DRIVE (U.S. HIGHWAY 27), ON THE
 CM0352'OUTSIDE OF A CURVE IN VICTORY DRIVE WITH TANGENTS TO THE NORTHWEST
 CM0352'AND SOUTH, AT THE JUNCTION OF VICTORY DRIVE AND 10TH AVENUE, 58
 CM0352'FEET NORTH OF A POWER POLE THAT IS LOCATED IN THE SOUTH CORNER OF
 CM0352'THE PORTERDALE CEMETERY AND IS ON THE WEST SIDE OF 10TH AVENUE, 17
 CM0352'FEET WEST OF THE WEST CURB OF 10TH AVENUE, 64 FEET NORTH OF THE
 CM0352'NORTH CURVED CURB OF VICTORY DRIVE, 132 FEET SOUTH-SOUTHWEST OF THE
 CM0352'CENTER OF THE JUNCTION OF 10TH AVENUE AND 4TH STREET, 22.5 FEET
 CM0352'SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL GRILL THAT COVERS A
 CM0352'DRAIN THAT IS LOCATED ALONG THE WEST SIDE OF 10TH AVENUE, 3 FEET
 CM0352'EAST OF A NORTH-SOUTH ROW OF ROSE BUSHES, 33.4 FEET NORTHEAST OF
 CM0352'THE SOUTHEAST CORNER OF THE CONCRETE SLAB OVER THE GRAVE OF EDDIE
 CM0352'JONES WHICH IS THE MOST SOUTHERLY GRAVE IN THE CEMETERY, 1.0 FOOT
 CM0352'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF 10TH
 CM0352'AVENUE, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT WAS
 CM0352'DRIVEN TO A DEPTH OF 40 FEET, IS 3 INCHES UNDERGROUND, AND IS
 CM0352'ENCASED IN A 6-INCH TILE THAT IS 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0346 ***********************************************************************
 CM0346  DESIGNATION -  C 219
 CM0346  PID         -  CM0346
 CM0346  STATE/COUNTY-  GA/MUSCOGEE
 CM0346  USGS QUAD   -  COLUMBUS (1983)
 CM0346
 CM0346                         *CURRENT SURVEY CONTROL
 CM0346  ___________________________________________________________________
 CM0346* NAD 83(1986)-  32 27 03.     (N)    084 57 21.     (W)     SCALED    
 CM0346* NAVD 88     -        78.877  (meters)     258.78   (feet)  ADJUSTED  
 CM0346  ___________________________________________________________________
 CM0346  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CM0346  DYNAMIC HT  -          78.788 (meters)     258.49  (feet)  COMP
 CM0346  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 CM0346
 CM0346  VERT ORDER  -  FIRST     CLASS I
 CM0346
 CM0346.The horizontal coordinates were scaled from a topographic map and have
 CM0346.an estimated accuracy of +/- 6 seconds.
 CM0346
 CM0346.The orthometric height was determined by differential leveling
 CM0346.and adjusted by the National Geodetic Survey in June 1991..
 CM0346.WARNING-Repeat measurements at this control monument indicate possible
 CM0346.vertical movement.
 CM0346
 CM0346.The geoid height was determined by GEOID03.
 CM0346
 CM0346.The dynamic height is computed by dividing the NAVD 88
 CM0346.geopotential number by the normal gravity value computed on the
 CM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0346.degrees latitude (g = 980.6199 gals.).
 CM0346
 CM0346.The modeled gravity was interpolated from observed gravity values.
 CM0346
 CM0346;                    North         East    Units  Estimated Accuracy
 CM0346;SPC GA W     -   271,980.      625,800.      MT  (+/- 180 meters Scaled)
 CM0346
 CM0346                          SUPERSEDED SURVEY CONTROL
 CM0346
 CM0346  NGVD 29 (??/??/92)   78.924  (m)          258.94   (f) ADJ UNCH    1 1
 CM0346
 CM0346.Superseded values are not recommended for survey control.
 CM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0346.See file dsdata.txt to determine how the superseded data were derived.
 CM0346
 CM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA921922(NAD 83)
 CM0346_MARKER: DB = BENCH MARK DISK
 CM0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0346_SP_SET: BUILDING
 CM0346_STAMPING: C 219 1958
 CM0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0346
 CM0346  HISTORY     - Date     Condition        Report By
 CM0346  HISTORY     - 1958     MONUMENTED       CGS
 CM0346  HISTORY     - 1973     GOOD             NGS
 CM0346
 CM0346                          STATION DESCRIPTION
 CM0346
 CM0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0346'4.4 MI SE FROM COLUMBUS.
 CM0346'ABOUT 1.1 MILES SOUTH ALONG 6TH AVENUE FROM THE UNION STATION AND
 CM0346'THE INTERSECTION OF 6TH AVENUE AND 12TH STREET AT COLUMBUS, THENCE
 CM0346'1.9 MILES SOUTHEAST ALONG VICTORY DRIVE, THENCE 0.45 MILE EAST
 CM0346'ALONG 30TH AVENUE, THENCE 0.65 MILE NORTH ALONG N. LUMPKIN ROAD,
 CM0346'THENCE 0.2 MILE NORTHEAST ALONG 23RD AVENUE, THENCE 0.15 MILE EAST
 CM0346'ALONG ANDREWS ROAD, ABOUT 0.3 MILE WEST ALONG ANDREWS ROAD FROM THE
 CM0346'CROSSING OF ANDREWS ROAD AND THE SEABOARD COAST LINE RAILROAD, 57
 CM0346'FEET NORTH OF THE CENTER LINE OF ANDREWS ROAD, SET VERTICALLY IN
 CM0346'THE WEST FACE OF THE WEST BRICK WALL OF THE BRICK BUILDING THAT IS
 CM0346'NOW OCCUPIED BY THE HECHT COMPANY, INC., 1.5 FEET NORTH OF THE
 CM0346'SOUTHWEST CORNER OF THE BUILDING, 2 1/2 FEET ABOVE THE LEVEL OF THE
 CM0346'GROUND, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF ANDREWS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1022 ***********************************************************************
 CL1022  DESIGNATION -  C 22
 CL1022  PID         -  CL1022
 CL1022  STATE/COUNTY-  GA/BIBB
 CL1022  USGS QUAD   -  MACON NW (1985)
 CL1022
 CL1022                         *CURRENT SURVEY CONTROL
 CL1022  ___________________________________________________________________
 CL1022* NAD 83(1986)-  32 53 40.     (N)    083 40 08.     (W)     SCALED    
 CL1022* NAVD 88     -       100.237  (meters)     328.86   (feet)  ADJUSTED  
 CL1022  ___________________________________________________________________
 CL1022  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CL1022  DYNAMIC HT  -         100.129 (meters)     328.51  (feet)  COMP
 CL1022  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 CL1022
 CL1022  VERT ORDER  -  FIRST     CLASS II
 CL1022
 CL1022.The horizontal coordinates were scaled from a topographic map and have
 CL1022.an estimated accuracy of +/- 6 seconds.
 CL1022
 CL1022.The orthometric height was determined by differential leveling
 CL1022.and adjusted by the National Geodetic Survey in June 1991..
 CL1022
 CL1022.The geoid height was determined by GEOID03.
 CL1022
 CL1022.The dynamic height is computed by dividing the NAVD 88
 CL1022.geopotential number by the normal gravity value computed on the
 CL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1022.degrees latitude (g = 980.6199 gals.).
 CL1022
 CL1022.The modeled gravity was interpolated from observed gravity values.
 CL1022
 CL1022;                    North         East    Units  Estimated Accuracy
 CL1022;SPC GA W     -   321,010.      746,570.      MT  (+/- 180 meters Scaled)
 CL1022
 CL1022                          SUPERSEDED SURVEY CONTROL
 CL1022
 CL1022  NGVD 29 (??/??/92)  100.356  (m)          329.25   (f) ADJ UNCH    1 2
 CL1022
 CL1022.Superseded values are not recommended for survey control.
 CL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1022.See file dsdata.txt to determine how the superseded data were derived.
 CL1022
 CL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS503427(NAD 83)
 CL1022_MARKER: DB = BENCH MARK DISK
 CL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1022_STAMPING: ELEV 329.205 FEET C 22 1917
 CL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1022+STABILITY: SURFACE MOTION
 CL1022
 CL1022  HISTORY     - Date     Condition        Report By
 CL1022  HISTORY     - 1917     MONUMENTED       CGS
 CL1022  HISTORY     - 1958     GOOD             NGS
 CL1022
 CL1022                          STATION DESCRIPTION
 CL1022
 CL1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CL1022'3 MI SE FROM HOLTON.
 CL1022'ABOUT 3.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM
 CL1022'ARKWRIGHT POWER PLANT AT HOLTON, ABOUT 0.2 MILE SOUTHEAST
 CL1022'OF MILE POST 235, ABOUT 0.9 MILE NORTHWEST OF A PIPELINE
 CL1022'PUMPING STATION, AT A VERY DIM FARM ROAD CROSSING, 37 1/2 FEET
 CL1022'NORTHEAST OF NORTHEAST RAIL, 61 1/2 FEET EAST OF CENTER OF
 CL1022'CROSSING, IN THE WEST EDGE OF A WILD PLUM THICKET, ABOUT LEVEL
 CL1022'WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CL1022'INCHES.  NOTE-- THE STAMPING OF THE ELEVATION HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6183 ***********************************************************************
 CK6183  DESIGNATION -  C 22
 CK6183  PID         -  CK6183
 CK6183  STATE/COUNTY-  GA/CHATHAM
 CK6183  USGS QUAD   -  GARDEN CITY (1980)
 CK6183
 CK6183                         *CURRENT SURVEY CONTROL
 CK6183  ___________________________________________________________________
 CK6183* NAD 83(1994)-  32 02 39.24011(N)    081 10 54.95224(W)     ADJUSTED  
 CK6183* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 CK6183  ___________________________________________________________________
 CK6183  X           -     829,560.248 (meters)                     COMP
 CK6183  Y           -  -5,347,478.215 (meters)                     COMP
 CK6183  Z           -   3,364,579.751 (meters)                     COMP
 CK6183  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CK6183  ELLIP HEIGHT-         -19.38  (meters)          (09/03/97) GPS OBS
 CK6183  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 CK6183
 CK6183  HORZ ORDER  -  SECOND
 CK6183  ELLP ORDER  -  FOURTH    CLASS II
 CK6183
 CK6183.The horizontal coordinates were established by GPS observations
 CK6183.and adjusted by the National Geodetic Survey in September 1997..
 CK6183
 CK6183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6183
 CK6183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6183
 CK6183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6183
 CK6183.The ellipsoidal height was determined by GPS observations
 CK6183.and is referenced to NAD 83.
 CK6183
 CK6183.The geoid height was determined by GEOID03.
 CK6183
 CK6183;                    North         East     Units Scale Factor Converg.
 CK6183;SPC GA E     -   227,045.335   292,998.766   MT  1.00000663   +0 31 21.0
 CK6183;SPC GA E     -   744,897.90    961,280.12   sFT  1.00000663   +0 31 21.0
 CK6183;UTM  17      - 3,545,353.114   482,823.870   MT  0.99960364   -0 05 47.5
 CK6183
 CK6183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6183!SPC GA E     -   1.00000304  x   1.00000663  =   1.00000967
 CK6183!UTM  17      -   1.00000304  x   0.99960364  =   0.99960668
 CK6183
 CK6183                          SUPERSEDED SURVEY CONTROL
 CK6183
 CK6183  NAD 83(1986)-  32 02 39.25428(N)    081 10 54.96569(W) AD(       ) 2
 CK6183  NGVD 29 (03/03/92)   11.9    (m)           39.     (f) GPS OBS        
 CK6183
 CK6183.Superseded values are not recommended for survey control.
 CK6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6183.See file dsdata.txt to determine how the superseded data were derived.
 CK6183
 CK6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8282445353(NAD 83)
 CK6183_MARKER: DD = SURVEY DISK
 CK6183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6183_SP_SET: CONCRETE POST
 CK6183_STAMPING: C 22 MARCH 1990
 CK6183_MARK LOGO: GA4910
 CK6183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6183+STABILITY: SURFACE MOTION
 CK6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6183+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6183
 CK6183  HISTORY     - Date     Condition        Report By
 CK6183  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6183
 CK6183                          STATION DESCRIPTION
 CK6183
 CK6183'DESCRIBED BY GEONEX 1990
 CK6183'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 17 (OGEECHEE
 CK6183'ROAD) NEAR THE SAVANNAH SPEEDWAY, APPROXIMATELY 5.8 MI (9.33 KM)
 CK6183'WEST-SOUTHWEST FROM SAVANNAH, 5.1 MI (8.21 KM) SOUTH-SOUTHWEST FROM
 CK6183'GARDEN CITY, 6.2 MI (9.98 KM) SOUTHEAST FROM POOLER.
 CK6183'TO REACH STATION C 22 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 516
 CK6183'(LYNES MEMORIAL PARKWAY) AND U.S. HIGHWAY 17 (OGEECHEE ROAD) GO
 CK6183'SOUTHWESTERLY ALONG U.S. HIGHWAY 17 (OGEECHEE ROAD) FOR 1.4 MI
 CK6183'(2.25 KM) TO THE INTERSECTION WITH CHATHAM PARKWAY.  CONTINUE
 CK6183'SOUTHWESTERLY ALONG U.S. HIGHWAY 17 (OGEECHEE ROAD) FOR 1.1 MI
 CK6183'(1.77 KM) TO A JIFFY STOP STORE AND THE STATION ON THE LEFT.
 CK6183'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6183'STAMPED ---C 22  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6183'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 CK6183'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6183'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6183'LOCATED IN A SMALL GRASS DIVIDER BETWEEN THE SOUTH EDGE OF U.S.
 CK6183'HIGHWAY 17 (OGEECHEE ROAD) AND THE PARKING LOT FOR THE JIFFY STOP
 CK6183'STORE, 258 DEGREES AZIMUTH, 87.6 FT (26.70 M) FROM A BUS STOP SIGN,
 CK6183'47 DEGREES AZIMUTH, 62.1 FT (18.93 M) FROM A PK NAIL W/ SHINER IN THE
 CK6183'FACING SIDE OF A 12 INCH OAK TREE, AND 298 DEGREES AZIMUTH, 172.6 FT
 CK6183'(52.61 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE
 CK6183'NEAR THE SOUTHEAST SIDE OF THE PARKING LOT FOR THE JIFFY STOP STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0260 ***********************************************************************
 CM0260  DESIGNATION -  C 220
 CM0260  PID         -  CM0260
 CM0260  STATE/COUNTY-  GA/MARION
 CM0260  USGS QUAD   -  BUENA VISTA (1973)
 CM0260
 CM0260                         *CURRENT SURVEY CONTROL
 CM0260  ___________________________________________________________________
 CM0260* NAD 83(1986)-  32 17 47.     (N)    084 37 18.     (W)     SCALED    
 CM0260* NAVD 88     -       151.061  (meters)     495.61   (feet)  ADJUSTED  
 CM0260  ___________________________________________________________________
 CM0260  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM0260  DYNAMIC HT  -         150.888 (meters)     495.04  (feet)  COMP
 CM0260  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CM0260
 CM0260  VERT ORDER  -  SECOND    CLASS 0
 CM0260
 CM0260.The horizontal coordinates were scaled from a topographic map and have
 CM0260.an estimated accuracy of +/- 6 seconds.
 CM0260
 CM0260.The orthometric height was determined by differential leveling
 CM0260.and adjusted by the National Geodetic Survey in June 1991..
 CM0260
 CM0260.The geoid height was determined by GEOID03.
 CM0260
 CM0260.The dynamic height is computed by dividing the NAVD 88
 CM0260.geopotential number by the normal gravity value computed on the
 CM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0260.degrees latitude (g = 980.6199 gals.).
 CM0260
 CM0260.The modeled gravity was interpolated from observed gravity values.
 CM0260
 CM0260;                    North         East    Units  Estimated Accuracy
 CM0260;SPC GA W     -   254,670.      657,150.      MT  (+/- 180 meters Scaled)
 CM0260
 CM0260                          SUPERSEDED SURVEY CONTROL
 CM0260
 CM0260  NGVD 29 (??/??/92)  151.115  (m)          495.78   (f) ADJ UNCH    2 0
 CM0260
 CM0260.Superseded values are not recommended for survey control.
 CM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0260.See file dsdata.txt to determine how the superseded data were derived.
 CM0260
 CM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA239757(NAD 83)
 CM0260_MARKER: DB = BENCH MARK DISK
 CM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0260_STAMPING: C 220 1958
 CM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0260+STABILITY: SURFACE MOTION
 CM0260
 CM0260  HISTORY     - Date     Condition        Report By
 CM0260  HISTORY     - 1958     MONUMENTED       CGS
 CM0260
 CM0260                          STATION DESCRIPTION
 CM0260
 CM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0260'8.2 MI W FROM BUENA VISTA.
 CM0260'ABOUT 8.25 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0260'THE STATION AT BUENA VISTA, ABOUT 0.45 MILE WEST OF MILE POST
 CM0260'C 28, AT ZELLOBEE, AT A DIRT ROAD CROSSING, 46 1/2 FEET SOUTHWEST
 CM0260'OF AND ACROSS SIDETRACK FROM THE SOUTHWEST RAIL, 61 FEET WEST OF
 CM0260'THE CENTER LINE OF THE CROSSING OF MAIN TRACK, 47 FEET NORTHWEST
 CM0260'OF MILEAGE POLE 27-17 THAT STANDS AT THE BACK OF A TELEPHONE
 CM0260'BOOTH, 32 FEET SOUTHWEST OF SOUTHWEST RAIL OF SIDE TRACK, 1 FOOT
 CM0260'NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS
 CM0260'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 CM0260'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0440 ***********************************************************************
 CM0440  DESIGNATION -  C 221
 CM0440  PID         -  CM0440
 CM0440  STATE/COUNTY-  GA/MUSCOGEE
 CM0440  USGS QUAD   -  FORTSON (1985)
 CM0440
 CM0440                         *CURRENT SURVEY CONTROL
 CM0440  ___________________________________________________________________
 CM0440* NAD 83(1986)-  32 33 43.     (N)    084 56 43.     (W)     SCALED    
 CM0440* NAVD 88     -       163.922  (meters)     537.80   (feet)  ADJUSTED  
 CM0440  ___________________________________________________________________
 CM0440  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CM0440  DYNAMIC HT  -         163.735 (meters)     537.19  (feet)  COMP
 CM0440  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CM0440
 CM0440  VERT ORDER  -  FIRST     CLASS I
 CM0440
 CM0440.The horizontal coordinates were scaled from a topographic map and have
 CM0440.an estimated accuracy of +/- 6 seconds.
 CM0440
 CM0440.The orthometric height was determined by differential leveling
 CM0440.and adjusted by the National Geodetic Survey in June 1991..
 CM0440
 CM0440.The geoid height was determined by GEOID03.
 CM0440
 CM0440.The dynamic height is computed by dividing the NAVD 88
 CM0440.geopotential number by the normal gravity value computed on the
 CM0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0440.degrees latitude (g = 980.6199 gals.).
 CM0440
 CM0440.The modeled gravity was interpolated from observed gravity values.
 CM0440
 CM0440;                    North         East    Units  Estimated Accuracy
 CM0440;SPC GA W     -   284,290.      626,890.      MT  (+/- 180 meters Scaled)
 CM0440
 CM0440                          SUPERSEDED SURVEY CONTROL
 CM0440
 CM0440  NGVD 29 (??/??/92)  163.933  (m)          537.84   (f) ADJ UNCH    1 1
 CM0440
 CM0440.Superseded values are not recommended for survey control.
 CM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0440.See file dsdata.txt to determine how the superseded data were derived.
 CM0440
 CM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB929045(NAD 83)
 CM0440_MARKER: DB = BENCH MARK DISK
 CM0440_SETTING: 66 = SET IN ROCK OUTCROP
 CM0440_SP_SET: ROCK LEDGE
 CM0440_STAMPING: C 221 1958
 CM0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0440+STABILITY: POSITION/ELEVATION WELL
 CM0440
 CM0440  HISTORY     - Date     Condition        Report By
 CM0440  HISTORY     - 1958     MONUMENTED       CGS
 CM0440  HISTORY     - 1968     GOOD             NGS
 CM0440
 CM0440                          STATION DESCRIPTION
 CM0440
 CM0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0440'7.8 MI N FROM COLUMBUS.
 CM0440'ABOUT 7.8 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0440'THE UNION STATION AT COLUMBUS, ABOUT 0.2 MILE SOUTH OF MILEPOST
 CM0440'8, ON THE INSIDE OF A CURVE, SET IN THE TOP OF THE SOUTHEAST
 CM0440'CORNER OF A FLAT ROCK LEDGE THAT IS ABOUT 15 FEET LONG BY 10 FEET
 CM0440'WIDE AND 2 1/2 FEET HIGH ON THE SOUTHWEST SIDE, 93 FEET WEST OF
 CM0440'THE WEST RAIL, 3 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK
 CM0440'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0475 ***********************************************************************
 CM0475  DESIGNATION -  C 222
 CM0475  PID         -  CM0475
 CM0475  STATE/COUNTY-  GA/HARRIS
 CM0475  USGS QUAD   -  PINE MOUNTAIN SW (1985)
 CM0475
 CM0475                         *CURRENT SURVEY CONTROL
 CM0475  ___________________________________________________________________
 CM0475* NAD 83(1986)-  32 47 37.     (N)    084 52 40.     (W)     SCALED    
 CM0475* NAVD 88     -       293.690  (meters)     963.55   (feet)  ADJUSTED  
 CM0475  ___________________________________________________________________
 CM0475  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CM0475  DYNAMIC HT  -         293.347 (meters)     962.42  (feet)  COMP
 CM0475  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CM0475
 CM0475  VERT ORDER  -  FIRST     CLASS I
 CM0475
 CM0475.The horizontal coordinates were scaled from a topographic map and have
 CM0475.an estimated accuracy of +/- 6 seconds.
 CM0475
 CM0475.The orthometric height was determined by differential leveling
 CM0475.and adjusted by the National Geodetic Survey in June 1991..
 CM0475.WARNING-Repeat measurements at this control monument indicate possible
 CM0475.vertical movement.
 CM0475
 CM0475.The geoid height was determined by GEOID03.
 CM0475
 CM0475.The dynamic height is computed by dividing the NAVD 88
 CM0475.geopotential number by the normal gravity value computed on the
 CM0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0475.degrees latitude (g = 980.6199 gals.).
 CM0475
 CM0475.The modeled gravity was interpolated from observed gravity values.
 CM0475
 CM0475;                    North         East    Units  Estimated Accuracy
 CM0475;SPC GA W     -   309,940.      633,400.      MT  (+/- 180 meters Scaled)
 CM0475
 CM0475                          SUPERSEDED SURVEY CONTROL
 CM0475
 CM0475  NGVD 29 (??/??/92)  293.675  (m)          963.50   (f) ADJ UNCH    1 1
 CM0475
 CM0475.Superseded values are not recommended for survey control.
 CM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0475.See file dsdata.txt to determine how the superseded data were derived.
 CM0475
 CM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB987304(NAD 83)
 CM0475_MARKER: DB = BENCH MARK DISK
 CM0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0475_SP_SET: CULVERT
 CM0475_STAMPING: C 222 1958
 CM0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0475
 CM0475  HISTORY     - Date     Condition        Report By
 CM0475  HISTORY     - 1958     MONUMENTED       CGS
 CM0475  HISTORY     - 1968     GOOD             NGS
 CM0475
 CM0475                          STATION DESCRIPTION
 CM0475
 CM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0475'2.6 MI N FROM HAMILTON.
 CM0475'ABOUT 2.65 MILES NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0475'FROM THE STATION AT HAMILTON, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST
 CM0475'27, ON THE OUTSIDE AND NEAR THE CENTER OF A LONG CURVE, SET IN
 CM0475'THE TOP OF THE SOUTHWEST END OF A CONCRETE RETAINING WALL THAT IS
 CM0475'ABOUT 65 YARDS LONG AND 2 FEET HIGH AT THE SOUTHWEST END, 6.6
 CM0475'FEET NORTHWEST OF THE NORTHWEST RAIL, 4.2 FEET EAST OF THE NORTH
 CM0475'END OF AN 18-INCH PIPE CULVERT UNDER THE TRACK, 4.2 FEET NORTHEAST
 CM0475'OF THE SOUTHWEST END OF THE WALL AND ABOUT 1 FOOT BELOW THE
 CM0475'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0924 ***********************************************************************
 DG0924  DESIGNATION -  C 223
 DG0924  PID         -  DG0924
 DG0924  STATE/COUNTY-  GA/HENRY
 DG0924  USGS QUAD   -  MC DONOUGH (1981)
 DG0924
 DG0924                         *CURRENT SURVEY CONTROL
 DG0924  ___________________________________________________________________
 DG0924* NAD 83(1986)-  33 25 36.     (N)    084 08 55.     (W)     SCALED    
 DG0924* NAVD 88     -       261.603  (meters)     858.28   (feet)  ADJUSTED  
 DG0924  ___________________________________________________________________
 DG0924  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG0924  DYNAMIC HT  -         261.309 (meters)     857.31  (feet)  COMP
 DG0924  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 DG0924
 DG0924  VERT ORDER  -  FIRST     CLASS I
 DG0924
 DG0924.The horizontal coordinates were scaled from a topographic map and have
 DG0924.an estimated accuracy of +/- 6 seconds.
 DG0924
 DG0924.The orthometric height was determined by differential leveling
 DG0924.and adjusted by the National Geodetic Survey in June 1991..
 DG0924.WARNING-Repeat measurements at this control monument indicate possible
 DG0924.vertical movement.
 DG0924
 DG0924.The geoid height was determined by GEOID03.
 DG0924
 DG0924.The dynamic height is computed by dividing the NAVD 88
 DG0924.geopotential number by the normal gravity value computed on the
 DG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0924.degrees latitude (g = 980.6199 gals.).
 DG0924
 DG0924.The modeled gravity was interpolated from observed gravity values.
 DG0924
 DG0924;                    North         East    Units  Estimated Accuracy
 DG0924;SPC GA W     -   379,920.      701,680.      MT  (+/- 180 meters Scaled)
 DG0924
 DG0924                          SUPERSEDED SURVEY CONTROL
 DG0924
 DG0924  NGVD 29 (??/??/92)  261.586  (m)          858.22   (f) ADJ UNCH    1 1
 DG0924
 DG0924.Superseded values are not recommended for survey control.
 DG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0924.See file dsdata.txt to determine how the superseded data were derived.
 DG0924
 DG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC651022(NAD 83)
 DG0924_MARKER: DB = BENCH MARK DISK
 DG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0924_STAMPING: C 223 1958
 DG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0924+STABILITY: SURFACE MOTION
 DG0924
 DG0924  HISTORY     - Date     Condition        Report By
 DG0924  HISTORY     - 1958     MONUMENTED       CGS
 DG0924  HISTORY     - 1968     GOOD             NGS
 DG0924  HISTORY     - 1979     MARK NOT FOUND   NGS
 DG0924
 DG0924                          STATION DESCRIPTION
 DG0924
 DG0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DG0924'0.9 MI SW FROM MC DONOUGH.
 DG0924'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0924'STATION AT MC DONOUGH, ABOUT 241 YARDS NORTH OF MILEPOST 182,
 DG0924'115 FEET EAST OF AND ACROSS A ROAD AND THE MAIN TRACK TO MACON
 DG0924'FROM THE EAST RAIL OF THE TRACK TO GRIFFIN, 64.5 FEET EAST OF
 DG0924'AND ACROSS A ROAD FROM THE EAST RAIL OF THE MAIN TRACK TO MACON,
 DG0924'41.2 FEET WEST-NORTHWEST OF A POWER LINE POLE AND TELEPHONE
 DG0924'POLE, 17 FEET EAST OF THE CENTER LINE OF THE ROAD PARALLELING
 DG0924'THE TRACK, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A
 DG0924'WITNESS POST (CONCRETE), ABOUT LEVEL WITH THE ROAD, ABOUT 6 FEET
 DG0924'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 DG0924'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 DG0924
 DG0924                          STATION RECOVERY (1979)
 DG0924
 DG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DG0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0917 ***********************************************************************
 DG0917  DESIGNATION -  C 224
 DG0917  PID         -  DG0917
 DG0917  STATE/COUNTY-  GA/HENRY
 DG0917  USGS QUAD   -  MC DONOUGH (1981)
 DG0917
 DG0917                         *CURRENT SURVEY CONTROL
 DG0917  ___________________________________________________________________
 DG0917* NAD 83(1986)-  33 22 44.     (N)    084 10 15.     (W)     SCALED    
 DG0917* NAVD 88     -       242.961  (meters)     797.11   (feet)  ADJUSTED  
 DG0917  ___________________________________________________________________
 DG0917  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG0917  DYNAMIC HT  -         242.687 (meters)     796.22  (feet)  COMP
 DG0917  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 DG0917
 DG0917  VERT ORDER  -  FIRST     CLASS I
 DG0917
 DG0917.The horizontal coordinates were scaled from a topographic map and have
 DG0917.an estimated accuracy of +/- 6 seconds.
 DG0917
 DG0917.The orthometric height was determined by differential leveling
 DG0917.and adjusted by the National Geodetic Survey in June 1991..
 DG0917
 DG0917.The geoid height was determined by GEOID03.
 DG0917
 DG0917.The dynamic height is computed by dividing the NAVD 88
 DG0917.geopotential number by the normal gravity value computed on the
 DG0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0917.degrees latitude (g = 980.6199 gals.).
 DG0917
 DG0917.The modeled gravity was interpolated from observed gravity values.
 DG0917
 DG0917;                    North         East    Units  Estimated Accuracy
 DG0917;SPC GA W     -   374,620.      699,610.      MT  (+/- 180 meters Scaled)
 DG0917
 DG0917                          SUPERSEDED SURVEY CONTROL
 DG0917
 DG0917  NGVD 29 (??/??/92)  242.952  (m)          797.09   (f) ADJ UNCH    1 1
 DG0917
 DG0917.Superseded values are not recommended for survey control.
 DG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0917.See file dsdata.txt to determine how the superseded data were derived.
 DG0917
 DG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB631968(NAD 83)
 DG0917_MARKER: DB = BENCH MARK DISK
 DG0917_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG0917_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DG0917_STAMPING: C 224 1958
 DG0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0917
 DG0917  HISTORY     - Date     Condition        Report By
 DG0917  HISTORY     - 1958     MONUMENTED       CGS
 DG0917  HISTORY     - 1968     GOOD             NGS
 DG0917
 DG0917                          STATION DESCRIPTION
 DG0917
 DG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0917'4.7 MI SW FROM MC DONOUGH.
 DG0917'ABOUT 4.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0917'STATION AT MC DONOUGH, ABOUT 0.2 MILE NORTHEAST OF MILE POST
 DG0917'5, 221 YARDS NORTHEAST OF NORTHEAST END OF A 200-FOOT WOODEN
 DG0917'TRESTLE ACROSS INDIAN CREEK, AT THE NORTHEAST END OF A CUT,
 DG0917'44 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, AT THE OUTSIDE OF A
 DG0917'CURVE, ABOUT 50 YARDS NORTHEAST OF SOUTHWEST END OF THE CURVE,
 DG0917'104 FEET SOUTH-SOUTHWEST OF SOUTHEAST END SOUTHWEST PIPE OF A
 DG0917'DOUBLE 15-INCH TILE PIPE CULVERT UNDER THE TRACK, 2 FEET SOUTHEAST
 DG0917'OF A CONCRETE WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 DG0917'THE TRACK, A DISK BRAZED ON A STEEL PIPE PROJECTING 10 INCHES.
 DG0917
 DG0917                          STATION RECOVERY (1968)
 DG0917
 DG0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0845 ***********************************************************************
 DG0845  DESIGNATION -  C 225
 DG0845  PID         -  DG0845
 DG0845  STATE/COUNTY-  GA/HENRY
 DG0845  USGS QUAD   -  MC DONOUGH (1981)
 DG0845
 DG0845                         *CURRENT SURVEY CONTROL
 DG0845  ___________________________________________________________________
 DG0845* NAD 83(1986)-  33 23 51.     (N)    084 08 39.     (W)     SCALED    
 DG0845* NAVD 88     -       268.270  (meters)     880.15   (feet)  ADJUSTED  
 DG0845  ___________________________________________________________________
 DG0845  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG0845  DYNAMIC HT  -         267.968 (meters)     879.16  (feet)  COMP
 DG0845  MODELED GRAV-     979,506.6   (mgal)                       NAVD 88
 DG0845
 DG0845  VERT ORDER  -  FIRST     CLASS II
 DG0845
 DG0845.The horizontal coordinates were scaled from a topographic map and have
 DG0845.an estimated accuracy of +/- 6 seconds.
 DG0845
 DG0845.The orthometric height was determined by differential leveling
 DG0845.and adjusted by the National Geodetic Survey in June 1991..
 DG0845
 DG0845.The geoid height was determined by GEOID03.
 DG0845
 DG0845.The dynamic height is computed by dividing the NAVD 88
 DG0845.geopotential number by the normal gravity value computed on the
 DG0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0845.degrees latitude (g = 980.6199 gals.).
 DG0845
 DG0845.The modeled gravity was interpolated from observed gravity values.
 DG0845
 DG0845;                    North         East    Units  Estimated Accuracy
 DG0845;SPC GA W     -   376,680.      702,090.      MT  (+/- 180 meters Scaled)
 DG0845
 DG0845                          SUPERSEDED SURVEY CONTROL
 DG0845
 DG0845  NGVD 29 (??/??/92)  268.262  (m)          880.12   (f) ADJ UNCH    1 2
 DG0845
 DG0845.Superseded values are not recommended for survey control.
 DG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0845.See file dsdata.txt to determine how the superseded data were derived.
 DG0845
 DG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB656990(NAD 83)
 DG0845_MARKER: DB = BENCH MARK DISK
 DG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0845_STAMPING: C 225 1958
 DG0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0845+STABILITY: SURFACE MOTION
 DG0845
 DG0845  HISTORY     - Date     Condition        Report By
 DG0845  HISTORY     - 1958     MONUMENTED       CGS
 DG0845  HISTORY     - 1979     GOOD             NGS
 DG0845
 DG0845                          STATION DESCRIPTION
 DG0845
 DG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0845'3 MI SE FROM MC DONOUGH.
 DG0845'ABOUT 3.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0845'STATION AT MC DONOUGH, 84 FEET SOUTHWEST OF MILE POST 184, ABOUT
 DG0845'140 YARDS SOUTHEAST OF A NORTH-SOUTH DIRT RAOD CROSSING (LESTER
 DG0845'MILL ROAD) ABOUT 120 YARDS NORTH-NORTHWEST OF NORTH-NORTHWEST
 DG0845'END OF A CURVE WITH TANGENTS TO THE NORTH-NORTHWEST AND SOUTHEAST,
 DG0845'79 FEET WEST-SOUTHWEST OF WEST-SOUTHWEST RAIL, 18 FEET EAST OF
 DG0845'CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET SOUTH OF A 4-FOOT-HIGH
 DG0845'WOODEN RIGHT-OF-WAY MARKER, 61 FEET SOUTHWEST OF THE THIRD
 DG0845'TELEPHONE POLE SOUTHEAST OF THE CROSSING, 20 FEET SOUTH OF A SMALL
 DG0845'PINE TREE, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 2 1/2
 DG0845'FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 DG0845'POST PROJECTING 3 INCHES.
 DG0845
 DG0845                          STATION RECOVERY (1979)
 DG0845
 DG0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DG0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0726 ***********************************************************************
 DF0726  DESIGNATION -  C 226
 DF0726  PID         -  DF0726
 DF0726  STATE/COUNTY-  GA/BUTTS
 DF0726  USGS QUAD   -  INDIAN SPRINGS (1981)
 DF0726
 DF0726                         *CURRENT SURVEY CONTROL
 DF0726  ___________________________________________________________________
 DF0726* NAD 83(1986)-  33 14 05.     (N)    083 52 36.     (W)     SCALED    
 DF0726* NAVD 88     -       190.265  (meters)     624.23   (feet)  ADJUSTED  
 DF0726  ___________________________________________________________________
 DF0726  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DF0726  DYNAMIC HT  -         190.055 (meters)     623.54  (feet)  COMP
 DF0726  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 DF0726
 DF0726  VERT ORDER  -  FIRST     CLASS II
 DF0726
 DF0726.The horizontal coordinates were scaled from a topographic map and have
 DF0726.an estimated accuracy of +/- 6 seconds.
 DF0726
 DF0726.The orthometric height was determined by differential leveling
 DF0726.and adjusted by the National Geodetic Survey in June 1991..
 DF0726
 DF0726.The geoid height was determined by GEOID03.
 DF0726
 DF0726.The dynamic height is computed by dividing the NAVD 88
 DF0726.geopotential number by the normal gravity value computed on the
 DF0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0726.degrees latitude (g = 980.6199 gals.).
 DF0726
 DF0726.The modeled gravity was interpolated from observed gravity values.
 DF0726
 DF0726;                    North         East    Units  Estimated Accuracy
 DF0726;SPC GA W     -   358,670.      727,030.      MT  (+/- 180 meters Scaled)
 DF0726
 DF0726                          SUPERSEDED SURVEY CONTROL
 DF0726
 DF0726  NGVD 29 (??/??/92)  190.305  (m)          624.36   (f) ADJ UNCH    1 2
 DF0726
 DF0726.Superseded values are not recommended for survey control.
 DF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0726.See file dsdata.txt to determine how the superseded data were derived.
 DF0726
 DF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS319809(NAD 83)
 DF0726_MARKER: DB = BENCH MARK DISK
 DF0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0726_STAMPING: C 226 1958
 DF0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0726+STABILITY: SURFACE MOTION
 DF0726
 DF0726  HISTORY     - Date     Condition        Report By
 DF0726  HISTORY     - 1958     MONUMENTED       CGS
 DF0726  HISTORY     - 1979     GOOD             NGS
 DF0726
 DF0726                          STATION DESCRIPTION
 DF0726
 DF0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0726'7 MI SE FROM JACKSON.
 DF0726'ABOUT 6.95 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DF0726'STATION AT JACKSON, ABOUT 0.4 MILE SOUTHEAST OF MILE POST 205,
 DF0726'110 FEET SOUTHWEST OF SOUTHWEST RAIL AND AT OUTSIDE OF A CURVE, 29
 DF0726'FEET SOUTHWEST OF CENTER LINE OF A GRADED ROAD, 183 FEET SOUTH OF
 DF0726'THE CENTER OF THE CROSSING OF A GRADED ROAD, 2 FEET
 DF0726'NORTH-NORTHWEST OF TELEPHONE POLE 2441, 167.7 FEET NORTHEAST OF
 DF0726'NORTHEAST CORNER OF A WOODEN CHURCH BUILDING (SANDY CREEK
 DF0726'PRIMITIVE BAPTIST CHURCH), 69 1/2 FEET EAST-NORTHEAST OF A 40-INCH
 DF0726'OAK TREE, 77 FEET NORTH-NORTHEAST OF A 16-INCH RED OAK TREE, ABOUT
 DF0726'LEVEL WITH THE TOP OF THE RAIL, SET IN THE TOP OF A CONCRETE POST
 DF0726'PROJECTING 3 INCHES.
 DF0726
 DF0726                          STATION RECOVERY (1979)
 DF0726
 DF0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0726'NOTE, TELEPHONE POLE IS NOW NUMBER 174.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3004 ***********************************************************************
 AB3004  DESIGNATION -  C 227 RESET
 AB3004  PID         -  AB3004
 AB3004  STATE/COUNTY-  GA/MUSCOGEE
 AB3004  USGS QUAD   -  MIDLAND (1985)
 AB3004
 AB3004                         *CURRENT SURVEY CONTROL
 AB3004  ___________________________________________________________________
 AB3004* NAD 83(1986)-  32 32 57.     (N)    084 48 19.     (W)     SCALED    
 AB3004* NAVD 88     -       134.089  (meters)     439.92   (feet)  ADJUSTED  
 AB3004  ___________________________________________________________________
 AB3004  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB3004  DYNAMIC HT  -         133.936 (meters)     439.42  (feet)  COMP
 AB3004  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 AB3004
 AB3004  VERT ORDER  -  FIRST     CLASS II
 AB3004
 AB3004.The horizontal coordinates were scaled from a topographic map and have
 AB3004.an estimated accuracy of +/- 6 seconds.
 AB3004
 AB3004.The orthometric height was determined by differential leveling
 AB3004.and adjusted by the National Geodetic Survey in April 1998..
 AB3004
 AB3004.The geoid height was determined by GEOID03.
 AB3004
 AB3004.The dynamic height is computed by dividing the NAVD 88
 AB3004.geopotential number by the normal gravity value computed on the
 AB3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3004.degrees latitude (g = 980.6199 gals.).
 AB3004
 AB3004.The modeled gravity was interpolated from observed gravity values.
 AB3004
 AB3004;                    North         East    Units  Estimated Accuracy
 AB3004;SPC GA W     -   282,790.      640,020.      MT  (+/- 180 meters Scaled)
 AB3004
 AB3004                          SUPERSEDED SURVEY CONTROL
 AB3004
 AB3004.No superseded survey control is available for this station.
 AB3004
 AB3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB060034(NAD 83)
 AB3004_MARKER: DV = VERTICAL CONTROL DISK
 AB3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3004_STAMPING: C 227 RESET 1990
 AB3004_MARK LOGO: NGS   
 AB3004_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3004+STABILITY: SURFACE MOTION
 AB3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3004+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AB3004
 AB3004  HISTORY     - Date     Condition        Report By
 AB3004  HISTORY     - 1990     MONUMENTED       NGS
 AB3004
 AB3004                          STATION DESCRIPTION
 AB3004
 AB3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (JRO)
 AB3004'1.35 MILES (2.17 KM) EAST ALONG U.S.  80 FROM THE PRATT AND WHITNEY
 AB3004'ENTRANCE TO THE MARK ON THE RIGHT, 242 FEET (73.8 M) EASTERLY FROM
 AB3004'HIGHWAY MILEPOST 14, 88 FEET (26.8 M) SOUTH OF CENTER OF EAST-BOUND
 AB3004'HIGHWAY LANES, 12 FEET (3.7 M) SOUTH OF A FIRE HYDRANT, 118.5 FEET
 AB3004'(36.1 M) EASTERLY OF A POWER POLE, 33.7 FEET (10.3 M) NORTH OF THE
 AB3004'NORTH RAILROAD RAIL, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0033 ***********************************************************************
 CM0033  DESIGNATION -  C 228
 CM0033  PID         -  CM0033
 CM0033  STATE/COUNTY-  GA/TAYLOR
 CM0033  USGS QUAD   -  BUTLER EAST (1971)
 CM0033
 CM0033                         *CURRENT SURVEY CONTROL
 CM0033  ___________________________________________________________________
 CM0033* NAD 83(1986)-  32 33 27.     (N)    084 13 56.     (W)     SCALED    
 CM0033* NAVD 88     -       188.754  (meters)     619.27   (feet)  ADJUSTED  
 CM0033  ___________________________________________________________________
 CM0033  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM0033  DYNAMIC HT  -         188.543 (meters)     618.58  (feet)  COMP
 CM0033  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CM0033
 CM0033  VERT ORDER  -  FIRST     CLASS II
 CM0033
 CM0033.The horizontal coordinates were scaled from a topographic map and have
 CM0033.an estimated accuracy of +/- 6 seconds.
 CM0033
 CM0033.The orthometric height was determined by differential leveling
 CM0033.and adjusted by the National Geodetic Survey in June 1991..
 CM0033
 CM0033.The geoid height was determined by GEOID03.
 CM0033
 CM0033.The dynamic height is computed by dividing the NAVD 88
 CM0033.geopotential number by the normal gravity value computed on the
 CM0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0033.degrees latitude (g = 980.6199 gals.).
 CM0033
 CM0033.The modeled gravity was interpolated from observed gravity values.
 CM0033
 CM0033;                    North         East    Units  Estimated Accuracy
 CM0033;SPC GA W     -   283,540.      693,840.      MT  (+/- 180 meters Scaled)
 CM0033
 CM0033                          SUPERSEDED SURVEY CONTROL
 CM0033
 CM0033  NGVD 29 (??/??/92)  188.840  (m)          619.55   (f) ADJ UNCH    1 2
 CM0033
 CM0033.Superseded values are not recommended for survey control.
 CM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0033.See file dsdata.txt to determine how the superseded data were derived.
 CM0033
 CM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB598056(NAD 83)
 CM0033_MARKER: DB = BENCH MARK DISK
 CM0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0033_SP_SET: BUILDING
 CM0033_STAMPING: C 228 1958
 CM0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0033
 CM0033  HISTORY     - Date     Condition        Report By
 CM0033  HISTORY     - 1958     MONUMENTED       CGS
 CM0033
 CM0033                          STATION DESCRIPTION
 CM0033
 CM0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0033'AT BUTLER.
 CM0033'AT BUTLER, ABOUT 50 YARDS EAST ALONG THE CENTRAL OF GEORGIA
 CM0033'RAILWAY FROM THE STATION, SET VERTICALLY IN THE SOUTH FACE OF
 CM0033'THE SOUTHWEST CORNER OF THE BUTLER LUMBER COMPANY BUILDING,
 CM0033'42 FEET NORTH OF NORTH RAIL OF THE MAIN TRACK, 2 FEET EAST OF THE
 CM0033'SOUTHWEST CORNER OF THE BUILDING, 2 FEET ABOVE THE GROUND, ABOUT 1
 CM0033'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0670 ***********************************************************************
 DF0670  DESIGNATION -  C 229
 DF0670  PID         -  DF0670
 DF0670  STATE/COUNTY-  GA/JASPER
 DF0670  USGS QUAD   -  SHADY DALE (1985)
 DF0670
 DF0670                         *CURRENT SURVEY CONTROL
 DF0670  ___________________________________________________________________
 DF0670* NAD 83(1986)-  33 22 37.     (N)    083 36 34.     (W)     SCALED    
 DF0670* NAVD 88     -       166.039  (meters)     544.75   (feet)  ADJUSTED  
 DF0670  ___________________________________________________________________
 DF0670  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF0670  DYNAMIC HT  -         165.861 (meters)     544.16  (feet)  COMP
 DF0670  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DF0670
 DF0670  VERT ORDER  -  SECOND    CLASS 0
 DF0670
 DF0670.The horizontal coordinates were scaled from a topographic map and have
 DF0670.an estimated accuracy of +/- 6 seconds.
 DF0670
 DF0670.The orthometric height was determined by differential leveling
 DF0670.and adjusted by the National Geodetic Survey in June 1991..
 DF0670
 DF0670.The geoid height was determined by GEOID03.
 DF0670
 DF0670.The dynamic height is computed by dividing the NAVD 88
 DF0670.geopotential number by the normal gravity value computed on the
 DF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0670.degrees latitude (g = 980.6199 gals.).
 DF0670
 DF0670.The modeled gravity was interpolated from observed gravity values.
 DF0670
 DF0670;                    North         East    Units  Estimated Accuracy
 DF0670;SPC GA W     -   374,540.      751,850.      MT  (+/- 180 meters Scaled)
 DF0670
 DF0670                          SUPERSEDED SURVEY CONTROL
 DF0670
 DF0670  NGVD 29 (??/??/92)  166.118  (m)          545.01   (f) ADJ UNCH    2 0
 DF0670
 DF0670.Superseded values are not recommended for survey control.
 DF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0670.See file dsdata.txt to determine how the superseded data were derived.
 DF0670
 DF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS572961(NAD 83)
 DF0670_MARKER: DB = BENCH MARK DISK
 DF0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0670_STAMPING: C 229 1958
 DF0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0670+STABILITY: SURFACE MOTION
 DF0670
 DF0670  HISTORY     - Date     Condition        Report By
 DF0670  HISTORY     - 1958     MONUMENTED       CGS
 DF0670
 DF0670                          STATION DESCRIPTION
 DF0670
 DF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0670'1.2 MI SW FROM MACHEN.
 DF0670'ABOUT 1.2 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 DF0670'FROM THE STATION AT MACHEN, 124 FEET SOUTHWEST OF AND ACROSS THE
 DF0670'TRACK FROM MILEPOST M 52, 0.05 MILE SOUTHEAST OF THE SOUTHEAST EDGE
 DF0670'OF A LAKE, 0.15 MILE NORTHEAST OF THE SOUTH END OF DAM FOR SAME LAKE,
 DF0670'46 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL AND AT OUTSIDE OF A
 DF0670'CURVE, 1.3 FEET NORTHEAST OF A 1-FOOT HIGH STEEL RAIL RIGHT-OF-WAY
 DF0670'POST, 1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT 3 FEET
 DF0670'BELOW THE LEVEL OF THE TRACK, AND IN TOP OF A CONCRETE POST
 DF0670'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6184 ***********************************************************************
 CK6184  DESIGNATION -  C 23
 CK6184  PID         -  CK6184
 CK6184  STATE/COUNTY-  GA/CHATHAM
 CK6184  USGS QUAD   -  GARDEN CITY (1980)
 CK6184
 CK6184                         *CURRENT SURVEY CONTROL
 CK6184  ___________________________________________________________________
 CK6184* NAD 83(1994)-  32 03 13.59082(N)    081 08 34.57872(W)     ADJUSTED  
 CK6184* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 CK6184  ___________________________________________________________________
 CK6184  X           -     833,111.914 (meters)                     COMP
 CK6184  Y           -  -5,346,351.751 (meters)                     COMP
 CK6184  Z           -   3,365,472.825 (meters)                     COMP
 CK6184  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CK6184  ELLIP HEIGHT-         -26.43  (meters)          (09/03/97) GPS OBS
 CK6184  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 CK6184
 CK6184  HORZ ORDER  -  SECOND
 CK6184  ELLP ORDER  -  FOURTH    CLASS II
 CK6184
 CK6184.The horizontal coordinates were established by GPS observations
 CK6184.and adjusted by the National Geodetic Survey in September 1997..
 CK6184
 CK6184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6184
 CK6184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6184
 CK6184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6184
 CK6184.The ellipsoidal height was determined by GPS observations
 CK6184.and is referenced to NAD 83.
 CK6184
 CK6184.The geoid height was determined by GEOID03.
 CK6184
 CK6184;                    North         East     Units Scale Factor Converg.
 CK6184;SPC GA E     -   228,137.629   296,671.382   MT  1.00001521   +0 32 36.1
 CK6184;SPC GA E     -   748,481.54    973,329.36   sFT  1.00001521   +0 32 36.1
 CK6184;SPC SC       -    24,459.153   596,098.659   MT  1.00018691   -0 04 45.3
 CK6184;SPC SC       -    80,246.56  1,955,704.26   iFT  1.00018691   -0 04 45.3
 CK6184;UTM  17      - 3,546,405.229   486,506.571   MT  0.99960225   -0 04 33.1
 CK6184
 CK6184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6184!SPC GA E     -   1.00000415  x   1.00001521  =   1.00001936
 CK6184!SPC SC       -   1.00000415  x   1.00018691  =   1.00019106
 CK6184!UTM  17      -   1.00000415  x   0.99960225  =   0.99960640
 CK6184
 CK6184                          SUPERSEDED SURVEY CONTROL
 CK6184
 CK6184  NAD 83(1986)-  32 03 13.60482(N)    081 08 34.59251(W) AD(       ) 2
 CK6184  NGVD 29 (03/03/92)    5.0    (m)           16.     (f) GPS OBS        
 CK6184
 CK6184.Superseded values are not recommended for survey control.
 CK6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6184.See file dsdata.txt to determine how the superseded data were derived.
 CK6184
 CK6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8650746405(NAD 83)
 CK6184_MARKER: DD = SURVEY DISK
 CK6184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6184_SP_SET: CONCRETE POST
 CK6184_STAMPING: C 23 MARCH 1990
 CK6184_MARK LOGO: GA4910
 CK6184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6184+STABILITY: SURFACE MOTION
 CK6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6184+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 CK6184
 CK6184  HISTORY     - Date     Condition        Report By
 CK6184  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6184  HISTORY     - 20000912 GOOD             SCGS
 CK6184
 CK6184                          STATION DESCRIPTION
 CK6184
 CK6184'DESCRIBED BY GEONEX 1990
 CK6184'STATION C 23 IS LOCATED AT THE WEST EDGE OF SAVANNAH BETWEEN THE
 CK6184'TREMONT PARK AND LIBERTY CITY AREAS OF THE CITY, AT THE NORTHWEST
 CK6184'CORNER OF THE INTERSECTION OF INTERSTATE HIGHWAY 516 (LYNES MEMORIAL
 CK6184'PARKWAY) AND U.S. HIGHWAY 17 (OGEECHEE ROAD).  IT IS LOCATED WESTERLY
 CK6184'FROM THE WESTERLY EDGE OF THE SOUTHBOUND EXIT FROM INTERSTATE HIGHWAY
 CK6184'516 (LYNES MEMORIAL PARKWAY) TO WESTBOUND U.S. HIGHWAY 17 (OGEECHEE
 CK6184'ROAD), NEAR THE INTERSECTION OF THE RIGHTS-OF-WAY.
 CK6184'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6184'STAMPED ---C 23  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6184'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 CK6184'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6184'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6184'LOCATED 183 DEGREES AZIMUTH, 3.7 FT (1.13 M) FROM A CONCRETE R-O-W
 CK6184'MARKER, 1 DEGREE AZIMUTH, 12.7 FT (3.87 M) FROM A SOUTHERN BELL
 CK6184'MANHOLE, 78 DEGREES AZIMUTH, 118.6 FROM THE CORNER FENCE POST AT THE
 CK6184'SOUTHEAST CORNER OF A CONVENIENCE STORE AND GAS STATION, AND SOUTH,
 CK6184'1.8 FT (0.55 M) FROM A WITNESS POST.
 CK6184
 CK6184                          STATION RECOVERY (2000)
 CK6184
 CK6184'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6184'STATION IS LOCATED 4.6 MILES (7.4 KM) SOUTHWEST OF SAVANNAH.
 CK6184'OWNERSHIP--GADOT.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK6184'U.S.  HIGHWAYS 17, 80 (OGEECHEE ROAD) AND INTERSTATE 516 (LYNES
 CK6184'MEMORIAL PARKWAY) , 4.5 MILES (7.2 KM) SOUTHWEST OF SAVANNAH, GO WEST
 CK6184'SOUTHWEST ON HIGHWAYS 17 AND 80 FOR 0.05 MILE (0.08 KM) TO THE STATION
 CK6184'ON THE RIGHT NEAR A CHAIN LINK FENCE CORNER AND A CONCRETE RIGHT OF
 CK6184'WAY MARKER.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 2.0
 CK6184'FEET (0.6 M) ABOVE THE HIGHWAY, 18.8 FEET (5.7 M) NORTH OF THE SOUTH
 CK6184'EDGE OF THE CONCRETE CURB OF A SIDEWALK FOR THE HIGHWAY, 3.5 FEET (1.1
 CK6184'M) SOUTH OF THE RIGHT OF WAY MARKER PROJECTING 1.0-FOOT, 3.9 FEET (1.2
 CK6184'M) SOUTH SOUTHWEST OF THE FENCE CORNER POST, 120.0 FEET (36.6 M) WEST
 CK6184'SOUTHWEST OF A SECURITY LIGHT POLE, 163.8 FEET (49.9 M) EAST NORTHEAST
 CK6184'OF A FIRE HYDRANT.  RECOVERED J.B. SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0717 ***********************************************************************
 DF0717  DESIGNATION -  C 230
 DF0717  PID         -  DF0717
 DF0717  STATE/COUNTY-  GA/MONROE
 DF0717  USGS QUAD   -  BERNER (1981)
 DF0717
 DF0717                         *CURRENT SURVEY CONTROL
 DF0717  ___________________________________________________________________
 DF0717* NAD 83(1986)-  33 10 16.     (N)    083 49 46.     (W)     SCALED    
 DF0717* NAVD 88     -       124.821  (meters)     409.52   (feet)  ADJUSTED  
 DF0717  ___________________________________________________________________
 DF0717  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF0717  DYNAMIC HT  -         124.685 (meters)     409.07  (feet)  COMP
 DF0717  MODELED GRAV-     979,551.1   (mgal)                       NAVD 88
 DF0717
 DF0717  VERT ORDER  -  FIRST     CLASS II
 DF0717
 DF0717.The horizontal coordinates were scaled from a topographic map and have
 DF0717.an estimated accuracy of +/- 6 seconds.
 DF0717
 DF0717.The orthometric height was determined by differential leveling
 DF0717.and adjusted by the National Geodetic Survey in June 1991..
 DF0717
 DF0717.The geoid height was determined by GEOID03.
 DF0717
 DF0717.The dynamic height is computed by dividing the NAVD 88
 DF0717.geopotential number by the normal gravity value computed on the
 DF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0717.degrees latitude (g = 980.6199 gals.).
 DF0717
 DF0717.The modeled gravity was interpolated from observed gravity values.
 DF0717
 DF0717;                    North         East    Units  Estimated Accuracy
 DF0717;SPC GA W     -   351,630.      731,450.      MT  (+/- 180 meters Scaled)
 DF0717
 DF0717                          SUPERSEDED SURVEY CONTROL
 DF0717
 DF0717  NGVD 29 (??/??/92)  124.896  (m)          409.76   (f) ADJ UNCH    1 2
 DF0717
 DF0717.Superseded values are not recommended for survey control.
 DF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0717.See file dsdata.txt to determine how the superseded data were derived.
 DF0717
 DF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS361738(NAD 83)
 DF0717_MARKER: DB = BENCH MARK DISK
 DF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0717_STAMPING: C 230 1958
 DF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0717+STABILITY: SURFACE MOTION
 DF0717
 DF0717  HISTORY     - Date     Condition        Report By
 DF0717  HISTORY     - 1958     MONUMENTED       CGS
 DF0717  HISTORY     - 1973     MARK NOT FOUND   USGS
 DF0717
 DF0717                          STATION DESCRIPTION
 DF0717
 DF0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0717'1.5 MI NW FROM BERNER.
 DF0717'ABOUT 1.5 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 DF0717'CROSSING OF STATE HIGHWAY 83 AT BERNER, 288 YARDS SOUTHWEST OF
 DF0717'MILEPOST 211, 85 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL AND AT
 DF0717'SOUTHWEST END OF CUT, 118 FEET NORTHWEST OF THE CENTER OF A TRAIL
 DF0717'ROAD CROSSING, 36 1/2 FEET NORTHWEST OF THE FIRST TELEPHONE POLE
 DF0717'NORTH OF THE CROSSING, 97 FEET NORTHWEST OF THE NORTH END OF
 DF0717'15-INCH PIPE CULVERT UNDER ROAD, 26 1/2 FEET NORTHWEST OF CENTER
 DF0717'LINE OF ROAD PARALLELING TRACK, 2 1/2 FEET SOUTHEAST OF A STEEL
 DF0717'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 DF0717'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DF0717
 DF0717                          STATION RECOVERY (1973)
 DF0717
 DF0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DF0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0081 ***********************************************************************
 CM0081  DESIGNATION -  C 231
 CM0081  PID         -  CM0081
 CM0081  STATE/COUNTY-  GA/UPSON
 CM0081  USGS QUAD   -  YATESVILLE (1973)
 CM0081
 CM0081                         *CURRENT SURVEY CONTROL
 CM0081  ___________________________________________________________________
 CM0081* NAD 83(1986)-  32 55 45.     (N)    084 10 25.     (W)     SCALED    
 CM0081* NAVD 88     -       212.777  (meters)     698.09   (feet)  ADJUSTED  
 CM0081  ___________________________________________________________________
 CM0081  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CM0081  DYNAMIC HT  -         212.540 (meters)     697.31  (feet)  COMP
 CM0081  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 CM0081
 CM0081  VERT ORDER  -  SECOND    CLASS 0
 CM0081
 CM0081.The horizontal coordinates were scaled from a topographic map and have
 CM0081.an estimated accuracy of +/- 6 seconds.
 CM0081
 CM0081.The orthometric height was determined by differential leveling
 CM0081.and adjusted by the National Geodetic Survey in June 1991..
 CM0081
 CM0081.The geoid height was determined by GEOID03.
 CM0081
 CM0081.The dynamic height is computed by dividing the NAVD 88
 CM0081.geopotential number by the normal gravity value computed on the
 CM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0081.degrees latitude (g = 980.6199 gals.).
 CM0081
 CM0081.The modeled gravity was interpolated from observed gravity values.
 CM0081
 CM0081;                    North         East    Units  Estimated Accuracy
 CM0081;SPC GA W     -   324,750.      699,350.      MT  (+/- 180 meters Scaled)
 CM0081
 CM0081                          SUPERSEDED SURVEY CONTROL
 CM0081
 CM0081  NGVD 29 (??/??/92)  212.822  (m)          698.23   (f) ADJ UNCH    2 0
 CM0081
 CM0081.Superseded values are not recommended for survey control.
 CM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0081.See file dsdata.txt to determine how the superseded data were derived.
 CM0081
 CM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB642469(NAD 83)
 CM0081_MARKER: DB = BENCH MARK DISK
 CM0081_SETTING: 66 = SET IN ROCK OUTCROP
 CM0081_SP_SET: ROCK CUT
 CM0081_STAMPING: C 231 1958
 CM0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0081+STABILITY: POSITION/ELEVATION WELL
 CM0081
 CM0081  HISTORY     - Date     Condition        Report By
 CM0081  HISTORY     - 1958     MONUMENTED       CGS
 CM0081
 CM0081                          STATION DESCRIPTION
 CM0081
 CM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0081'2.2 MI NW FROM YATESVILLE.
 CM0081'ABOUT 2.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CM0081'STATION AT YATESVILLE, ABOUT 180 YARDS NORTHWEST OF MILE POST 69,
 CM0081'ABOUT 0.3 MILE NORTHWEST OF NORTHWEST END OF TRESTLE OVER TOBLER
 CM0081'CREEK, 0.4 MILE SOUTHWEST OF CROSSING OF A NARROW NORTH-SOUTH
 CM0081'GRADED ROAD, SET VERTICALLY ABOUT 3 FEET ABOVE BOTTOM OF DITCH IN
 CM0081'THE SMOOTH SOUTHWEST FACE OF A SOLID 4 1/2-FOOT HIGH AND 9-FOOT
 CM0081'WIDE ROCK IN ROCK CUT, 5.4 FEET NORTHEAST OF NORTHEAST RAIL AND
 CM0081'ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0810 ***********************************************************************
 DG0810  DESIGNATION -  C 232
 DG0810  PID         -  DG0810
 DG0810  STATE/COUNTY-  GA/LAMAR
 DG0810  USGS QUAD   -  ORCHARD HILL (1982)
 DG0810
 DG0810                         *CURRENT SURVEY CONTROL
 DG0810  ___________________________________________________________________
 DG0810* NAD 83(1986)-  33 07 34.     (N)    084 11 41.     (W)     SCALED    
 DG0810* NAVD 88     -       255.824  (meters)     839.32   (feet)  ADJUSTED  
 DG0810  ___________________________________________________________________
 DG0810  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DG0810  DYNAMIC HT  -         255.534 (meters)     838.36  (feet)  COMP
 DG0810  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 DG0810
 DG0810  VERT ORDER  -  SECOND    CLASS 0
 DG0810
 DG0810.The horizontal coordinates were scaled from a topographic map and have
 DG0810.an estimated accuracy of +/- 6 seconds.
 DG0810
 DG0810.The orthometric height was determined by differential leveling
 DG0810.and adjusted by the National Geodetic Survey in June 1991..
 DG0810
 DG0810.The geoid height was determined by GEOID03.
 DG0810
 DG0810.The dynamic height is computed by dividing the NAVD 88
 DG0810.geopotential number by the normal gravity value computed on the
 DG0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0810.degrees latitude (g = 980.6199 gals.).
 DG0810
 DG0810.The modeled gravity was interpolated from observed gravity values.
 DG0810
 DG0810;                    North         East    Units  Estimated Accuracy
 DG0810;SPC GA W     -   346,590.      697,380.      MT  (+/- 180 meters Scaled)
 DG0810
 DG0810                          SUPERSEDED SURVEY CONTROL
 DG0810
 DG0810  NGVD 29 (??/??/92)  255.857  (m)          839.42   (f) ADJ UNCH    2 0
 DG0810
 DG0810.Superseded values are not recommended for survey control.
 DG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0810.See file dsdata.txt to determine how the superseded data were derived.
 DG0810
 DG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB617687(NAD 83)
 DG0810_MARKER: DB = BENCH MARK DISK
 DG0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0810_STAMPING: C 232 1958
 DG0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0810+STABILITY: SURFACE MOTION
 DG0810
 DG0810  HISTORY     - Date     Condition        Report By
 DG0810  HISTORY     - 1958     MONUMENTED       CGS
 DG0810
 DG0810                          STATION DESCRIPTION
 DG0810
 DG0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DG0810'0.7 MI N FROM MILNER.
 DG0810'ABOUT 0.7 MILE NORTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 DG0810'STATION AT MILNER, 0.3 MILE SOUTH OF MILEPOST S 241, 104 YARDS
 DG0810'NORTH OF AN AUTOMATIC SWITCH AT THE NORTH END OF SIDING, 21.7 FEET
 DG0810'WEST OF THE WEST RAIL, 11 FEET EAST OF THE CENTER LINE OF GRAVEL
 DG0810'ROAD PARALLELING THE TRACK, 2 FEET NORTHEAST OF A TELEPHONE POLE,
 DG0810'BETWEEN AND ACROSS U.S. HIGHWAY 41 AND THE TRACK FROM TELEPHONE
 DG0810'POLES 2106 AND 2105, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 DG0810'AND IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0751 ***********************************************************************
 DF0751  DESIGNATION -  C 233
 DF0751  PID         -  DF0751
 DF0751  STATE/COUNTY-  GA/MONROE
 DF0751  USGS QUAD   -  FORSYTH (1985)
 DF0751
 DF0751                         *CURRENT SURVEY CONTROL
 DF0751  ___________________________________________________________________
 DF0751* NAD 83(1986)-  33 02 02.     (N)    083 56 24.     (W)     SCALED    
 DF0751* NAVD 88     -       218.007  (meters)     715.24   (feet)  ADJUSTED  
 DF0751  ___________________________________________________________________
 DF0751  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF0751  DYNAMIC HT  -         217.767 (meters)     714.46  (feet)  COMP
 DF0751  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DF0751
 DF0751  VERT ORDER  -  SECOND    CLASS 0
 DF0751
 DF0751.The horizontal coordinates were scaled from a topographic map and have
 DF0751.an estimated accuracy of +/- 6 seconds.
 DF0751
 DF0751.The orthometric height was determined by differential leveling
 DF0751.and adjusted by the National Geodetic Survey in June 1991..
 DF0751
 DF0751.The geoid height was determined by GEOID03.
 DF0751
 DF0751.The dynamic height is computed by dividing the NAVD 88
 DF0751.geopotential number by the normal gravity value computed on the
 DF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0751.degrees latitude (g = 980.6199 gals.).
 DF0751
 DF0751.The modeled gravity was interpolated from observed gravity values.
 DF0751
 DF0751;                    North         East    Units  Estimated Accuracy
 DF0751;SPC GA W     -   336,380.      721,170.      MT  (+/- 180 meters Scaled)
 DF0751
 DF0751                          SUPERSEDED SURVEY CONTROL
 DF0751
 DF0751  NGVD 29 (??/??/92)  218.092  (m)          715.52   (f) ADJ UNCH    2 0
 DF0751
 DF0751.Superseded values are not recommended for survey control.
 DF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0751.See file dsdata.txt to determine how the superseded data were derived.
 DF0751
 DF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS254588(NAD 83)
 DF0751_MARKER: DB = BENCH MARK DISK
 DF0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0751_SP_SET: BUILDING
 DF0751_STAMPING: C 233 1958
 DF0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0751
 DF0751  HISTORY     - Date     Condition        Report By
 DF0751  HISTORY     - 1958     MONUMENTED       CGS
 DF0751
 DF0751                          STATION DESCRIPTION
 DF0751
 DF0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0751'AT FORSYTH.
 DF0751'AT FORSYTH, AT THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE,
 DF0751'AT THE INTERSECTION OF W MAIN STREET AND N JACKSON STREET, SET
 DF0751'VERTICALLY IN THE NORTH BRICK FACE OF POST OFFICE, 1.4 FEET
 DF0751'EAST OF THE NORTHWEST CORNER OF BUILDING, 33 FEET SOUTH OF THE
 DF0751'SOUTH CURB OF W MAIN STREET, 95 FEET WEST OF THE WEST CURB OF
 DF0751'N JACKSON STREET, AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0546 ***********************************************************************
 DF0546  DESIGNATION -  C 234
 DF0546  PID         -  DF0546
 DF0546  STATE/COUNTY-  GA/BALDWIN
 DF0546  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF0546
 DF0546                         *CURRENT SURVEY CONTROL
 DF0546  ___________________________________________________________________
 DF0546* NAD 83(1986)-  33 06 04.     (N)    083 13 10.     (W)     SCALED    
 DF0546* NAVD 88     -        93.655  (meters)     307.27   (feet)  ADJUSTED  
 DF0546  ___________________________________________________________________
 DF0546  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF0546  DYNAMIC HT  -          93.555 (meters)     306.94  (feet)  COMP
 DF0546  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DF0546
 DF0546  VERT ORDER  -  FIRST     CLASS II
 DF0546
 DF0546.The horizontal coordinates were scaled from a topographic map and have
 DF0546.an estimated accuracy of +/- 6 seconds.
 DF0546
 DF0546.The orthometric height was determined by differential leveling
 DF0546.and adjusted by the National Geodetic Survey in June 1991..
 DF0546
 DF0546.The geoid height was determined by GEOID03.
 DF0546
 DF0546.The dynamic height is computed by dividing the NAVD 88
 DF0546.geopotential number by the normal gravity value computed on the
 DF0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0546.degrees latitude (g = 980.6199 gals.).
 DF0546
 DF0546.The modeled gravity was interpolated from observed gravity values.
 DF0546
 DF0546;                    North         East    Units  Estimated Accuracy
 DF0546;SPC GA E     -   344,310.      101,730.      MT  (+/- 180 meters Scaled)
 DF0546
 DF0546                          SUPERSEDED SURVEY CONTROL
 DF0546
 DF0546  NGVD 29 (??/??/92)   93.822  (m)          307.81   (f) ADJ UNCH    1 2
 DF0546
 DF0546.Superseded values are not recommended for survey control.
 DF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0546.See file dsdata.txt to determine how the superseded data were derived.
 DF0546
 DF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS928646(NAD 83)
 DF0546_MARKER: DB = BENCH MARK DISK
 DF0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0546_STAMPING: C 234 1959
 DF0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0546+STABILITY: SURFACE MOTION
 DF0546
 DF0546  HISTORY     - Date     Condition        Report By
 DF0546  HISTORY     - 1959     MONUMENTED       CGS
 DF0546  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0546
 DF0546                          STATION DESCRIPTION
 DF0546
 DF0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DF0546'0.8 MI NE FROM MILLEDGEVILLE.
 DF0546'0.8 MILE NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0546'MILLEDGEVILLE, AT A FARM ROAD CROSSING, 21 FEET SOUTHEAST OF THE
 DF0546'SOUTHEAST RAIL, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DF0546'FARM ROAD, 41 1/2 FEET SOUTH OF THE CENTER LINE OF THE CROSSING,
 DF0546'5 1/2 FEET NORTHWEST OF THE FIRST TELEPHONE POLE SOUTHWEST OF THE
 DF0546'ROAD, 5 1/2 FEET SOUTHWEST OF A T FENCE CORNER, 1 1/2 FEET
 DF0546'NORTHWEST OF THE NORTHEAST-SOUTHWEST FENCE LINE, 2 FEET NORTHEAST
 DF0546'OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 DF0546'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DF0546
 DF0546                          STATION RECOVERY (1976)
 DF0546
 DF0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0590 ***********************************************************************
 DF0590  DESIGNATION -  C 235
 DF0590  PID         -  DF0590
 DF0590  STATE/COUNTY-  GA/BALDWIN
 DF0590  USGS QUAD   -  LAKE SINCLAIR WEST (1972)
 DF0590
 DF0590                         *CURRENT SURVEY CONTROL
 DF0590  ___________________________________________________________________
 DF0590* NAD 83(1986)-  33 07 44.     (N)    083 17 57.     (W)     SCALED    
 DF0590* NAVD 88     -       140.364  (meters)     460.51   (feet)  ADJUSTED  
 DF0590  ___________________________________________________________________
 DF0590  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DF0590  DYNAMIC HT  -         140.216 (meters)     460.03  (feet)  COMP
 DF0590  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DF0590
 DF0590  VERT ORDER  -  FIRST     CLASS II
 DF0590
 DF0590.The horizontal coordinates were scaled from a topographic map and have
 DF0590.an estimated accuracy of +/- 6 seconds.
 DF0590
 DF0590.The orthometric height was determined by differential leveling
 DF0590.and adjusted by the National Geodetic Survey in June 1991..
 DF0590
 DF0590.The geoid height was determined by GEOID03.
 DF0590
 DF0590.The dynamic height is computed by dividing the NAVD 88
 DF0590.geopotential number by the normal gravity value computed on the
 DF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0590.degrees latitude (g = 980.6199 gals.).
 DF0590
 DF0590.The modeled gravity was interpolated from observed gravity values.
 DF0590
 DF0590;                    North         East    Units  Estimated Accuracy
 DF0590;SPC GA E     -   347,470.       94,330.      MT  (+/- 180 meters Scaled)
 DF0590
 DF0590                          SUPERSEDED SURVEY CONTROL
 DF0590
 DF0590  NGVD 29 (??/??/92)  140.518  (m)          461.02   (f) ADJ UNCH    1 2
 DF0590
 DF0590.Superseded values are not recommended for survey control.
 DF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0590.See file dsdata.txt to determine how the superseded data were derived.
 DF0590
 DF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS855679(NAD 83)
 DF0590_MARKER: DB = BENCH MARK DISK
 DF0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0590_STAMPING: C 235 1959
 DF0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0590+STABILITY: SURFACE MOTION
 DF0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF0590+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DF0590
 DF0590  HISTORY     - Date     Condition        Report By
 DF0590  HISTORY     - 1959     MONUMENTED       CGS
 DF0590  HISTORY     - 1976     GOOD             NGS
 DF0590  HISTORY     - 20010530 GOOD             GADT
 DF0590  HISTORY     - 20041117 GOOD             GADT
 DF0590
 DF0590                          STATION DESCRIPTION
 DF0590
 DF0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DF0590'4.6 MI NW FROM MILLEDGEVILLE.
 DF0590'4.55 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DF0590'THE CROSSING OF THE GEORGIA RAILROAD AT MILLEDGEVILLE, ABOUT 11
 DF0590'RAILS NORTHWEST OF MILEPOST S 193, AT THE CROSSING OF A BLACK
 DF0590'TOP ROAD, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 48 1/2 FEET
 DF0590'EAST OF THE CENTER LINE OF ROAD, 168 FEET SOUTH OF THE CENTER
 DF0590'LINE OF THE CROSSING, 57 1/2 FEET SOUTHEAST OF A RAILROAD
 DF0590'CROSSING SIGN POST, 1 1/2 FEET NORTHWEST OF A STEEL WITNESS
 DF0590'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP
 DF0590'OF A CONCRETE POST PROJECTING 4 INCHES.
 DF0590
 DF0590                          STATION RECOVERY (1976)
 DF0590
 DF0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0590'RECOVERED IN GOOD CONDITION.
 DF0590
 DF0590                          STATION RECOVERY (2001)
 DF0590
 DF0590'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF0590'RECOVERED IN GOOD CONDITION.
 DF0590
 DF0590                          STATION RECOVERY (2004)
 DF0590
 DF0590'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DF0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1081 ***********************************************************************
 CL1081  DESIGNATION -  C 237
 CL1081  PID         -  CL1081
 CL1081  STATE/COUNTY-  GA/PEACH
 CL1081  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL1081
 CL1081                         *CURRENT SURVEY CONTROL
 CL1081  ___________________________________________________________________
 CL1081* NAD 83(1986)-  32 33 00.     (N)    083 53 23.     (W)     SCALED    
 CL1081* NAVD 88     -       159.370  (meters)     522.87   (feet)  ADJUSTED  
 CL1081  ___________________________________________________________________
 CL1081  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CL1081  DYNAMIC HT  -         159.193 (meters)     522.29  (feet)  COMP
 CL1081  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CL1081
 CL1081  VERT ORDER  -  FIRST     CLASS II
 CL1081
 CL1081.The horizontal coordinates were scaled from a topographic map and have
 CL1081.an estimated accuracy of +/- 6 seconds.
 CL1081
 CL1081.The orthometric height was determined by differential leveling
 CL1081.and adjusted by the National Geodetic Survey in June 1991..
 CL1081
 CL1081.The geoid height was determined by GEOID03.
 CL1081
 CL1081.The dynamic height is computed by dividing the NAVD 88
 CL1081.geopotential number by the normal gravity value computed on the
 CL1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1081.degrees latitude (g = 980.6199 gals.).
 CL1081
 CL1081.The modeled gravity was interpolated from observed gravity values.
 CL1081
 CL1081;                    North         East    Units  Estimated Accuracy
 CL1081;SPC GA W     -   282,740.      726,010.      MT  (+/- 180 meters Scaled)
 CL1081
 CL1081                          SUPERSEDED SURVEY CONTROL
 CL1081
 CL1081  NGVD 29 (??/??/92)  159.465  (m)          523.18   (f) ADJ UNCH    1 2
 CL1081
 CL1081.Superseded values are not recommended for survey control.
 CL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1081.See file dsdata.txt to determine how the superseded data were derived.
 CL1081
 CL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS286050(NAD 83)
 CL1081_MARKER: DB = BENCH MARK DISK
 CL1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1081_STAMPING: C 237 1958
 CL1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1081+STABILITY: SURFACE MOTION
 CL1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL1081+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 CL1081
 CL1081  HISTORY     - Date     Condition        Report By
 CL1081  HISTORY     - 1958     MONUMENTED       CGS
 CL1081  HISTORY     - 1972     GOOD             NGS
 CL1081  HISTORY     - 20041226 GOOD             METRIC
 CL1081  HISTORY     - 20051206 GOOD             METRIC
 CL1081
 CL1081                          STATION DESCRIPTION
 CL1081
 CL1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CL1081'0.4 MI W FROM FORT VALLEY.
 CL1081'ABOUT 0.4 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CL1081'THE OLD RAILROAD STATION AT FORT VALLEY, ONE BLOCK WEST OF A
 CL1081'CROSSING OF THE RAILWAY AND STATE HIGHWAY 49, AT THE CROSSING OF
 CL1081'THE RAILWAY AND MILLER STREET, 55 1/2 FEET NORTH AND ACROSS 2
 CL1081'SIDETRACKS FROM THE NORTH RAIL OF THE MAIN TRACK, 35 FEET EAST
 CL1081'OF THE CENTER LINE OF MILLER STREET, 6 FEET SOUTHWEST OF THE
 CL1081'SOUTHWEST CORNER OF A FERTILIZER WAREHOUSE BUILDING THAT IS
 CL1081'PRESENTLY PAINTED RED, 23 FEET NORTH-NORTHEAST OF THE NORTH
 CL1081'END OF AN 18 INCH METAL CULVERT THAT IS UNDER THE TRACK, 2 FEET
 CL1081'EAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK, AND SET
 CL1081'IN THE TOP OF A CONCRETE POST THAT IS ABOUT LEVEL WITH
 CL1081'GROUND.
 CL1081
 CL1081                          STATION RECOVERY (2004)
 CL1081
 CL1081'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL1081'ONLY ONE SIDE TRACK REMAINS AND THE FERTILIZER WAREHOUSE HAS BEEN
 CL1081'REMOVED.  THE TELEPHONE POLE HAS BEEN CUT OFF AT GROUND LEVEL, BUT THE
 CL1081'BUTT REMAINS.  THE MARK IS IN AN AREA SUBJECT TO TRUCK TRAFFIC.
 CL1081
 CL1081                          STATION RECOVERY (2005)
 CL1081
 CL1081'RECOVERY NOTE BY METRIC SURVEYS 2005 (HLB)
 CL1081'FERTILIZER WAREHOUSE GONE, TELEPHONE POLE CUT OFF AT GROUND LEVEL.
 CL1081'MARK IS EVEN WITH GROUND LEVEL IN AN UNPAVED DRIVEWAY.  GOOD GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0957 ***********************************************************************
 CL0957  DESIGNATION -  C 238
 CL0957  PID         -  CL0957
 CL0957  STATE/COUNTY-  GA/PEACH
 CL0957  USGS QUAD   -  BYRON (1985)
 CL0957
 CL0957                         *CURRENT SURVEY CONTROL
 CL0957  ___________________________________________________________________
 CL0957* NAD 83(1986)-  32 39 06.     (N)    083 45 44.     (W)     SCALED    
 CL0957* NAVD 88     -       154.358  (meters)     506.42   (feet)  ADJUSTED  
 CL0957  ___________________________________________________________________
 CL0957  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CL0957  DYNAMIC HT  -         154.184 (meters)     505.85  (feet)  COMP
 CL0957  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CL0957
 CL0957  VERT ORDER  -  FIRST     CLASS II
 CL0957
 CL0957.The horizontal coordinates were scaled from a topographic map and have
 CL0957.an estimated accuracy of +/- 6 seconds.
 CL0957
 CL0957.The orthometric height was determined by differential leveling
 CL0957.and adjusted by the National Geodetic Survey in June 1991..
 CL0957
 CL0957.The geoid height was determined by GEOID03.
 CL0957
 CL0957.The dynamic height is computed by dividing the NAVD 88
 CL0957.geopotential number by the normal gravity value computed on the
 CL0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0957.degrees latitude (g = 980.6199 gals.).
 CL0957
 CL0957.The modeled gravity was interpolated from observed gravity values.
 CL0957
 CL0957;                    North         East    Units  Estimated Accuracy
 CL0957;SPC GA W     -   294,050.      737,940.      MT  (+/- 180 meters Scaled)
 CL0957
 CL0957                          SUPERSEDED SURVEY CONTROL
 CL0957
 CL0957  NGVD 29 (??/??/92)  154.470  (m)          506.79   (f) ADJ UNCH    1 2
 CL0957
 CL0957.Superseded values are not recommended for survey control.
 CL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0957.See file dsdata.txt to determine how the superseded data were derived.
 CL0957
 CL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS409160(NAD 83)
 CL0957_MARKER: DB = BENCH MARK DISK
 CL0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0957_SP_SET: CONCRETE BASE
 CL0957_STAMPING: C 238 1958
 CL0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL0957+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2002
 CL0957
 CL0957  HISTORY     - Date     Condition        Report By
 CL0957  HISTORY     - 1958     MONUMENTED       CGS
 CL0957  HISTORY     - 20020312 GOOD             METRIC
 CL0957
 CL0957                          STATION DESCRIPTION
 CL0957
 CL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL0957'AT BYRON.
 CL0957'AT BYRON, ABOUT 0.2 MILE SOUTHWEST ALONG THE CENTRAL OF GEORGIA
 CL0957'RAILWAY FROM THE STATION, ABOUT 87 YARDS NORTHWEST OF THE TRACK,
 CL0957'IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR THE EAST
 CL0957'STEEL PIPE LEG OF THE HIGHEST ONE OF TWO ELEVATED WATER TANKS,
 CL0957'1/2 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 CL0957'THE TRACK.
 CL0957
 CL0957                          STATION RECOVERY (2002)
 CL0957
 CL0957'RECOVERY NOTE BY METRIC SURVEYS 2002 (HLB)
 CL0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1021 ***********************************************************************
 CL1021  DESIGNATION -  C 239
 CL1021  PID         -  CL1021
 CL1021  STATE/COUNTY-  GA/BIBB
 CL1021  USGS QUAD   -  MACON NW (1985)
 CL1021
 CL1021                         *CURRENT SURVEY CONTROL
 CL1021  ___________________________________________________________________
 CL1021* NAD 83(1986)-  32 52 59.     (N)    083 39 40.     (W)     SCALED    
 CL1021* NAVD 88     -        95.455  (meters)     313.17   (feet)  ADJUSTED  
 CL1021  ___________________________________________________________________
 CL1021  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CL1021  DYNAMIC HT  -          95.351 (meters)     312.83  (feet)  COMP
 CL1021  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 CL1021
 CL1021  VERT ORDER  -  FIRST     CLASS II
 CL1021
 CL1021.The horizontal coordinates were scaled from a topographic map and have
 CL1021.an estimated accuracy of +/- 6 seconds.
 CL1021
 CL1021.The orthometric height was determined by differential leveling
 CL1021.and adjusted by the National Geodetic Survey in June 1991..
 CL1021
 CL1021.The geoid height was determined by GEOID03.
 CL1021
 CL1021.The dynamic height is computed by dividing the NAVD 88
 CL1021.geopotential number by the normal gravity value computed on the
 CL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1021.degrees latitude (g = 980.6199 gals.).
 CL1021
 CL1021.The modeled gravity was interpolated from observed gravity values.
 CL1021
 CL1021;                    North         East    Units  Estimated Accuracy
 CL1021;SPC GA W     -   319,750.      747,300.      MT  (+/- 180 meters Scaled)
 CL1021
 CL1021                          SUPERSEDED SURVEY CONTROL
 CL1021
 CL1021  NGVD 29 (??/??/92)   95.576  (m)          313.57   (f) ADJ UNCH    1 2
 CL1021
 CL1021.Superseded values are not recommended for survey control.
 CL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1021.See file dsdata.txt to determine how the superseded data were derived.
 CL1021
 CL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS510414(NAD 83)
 CL1021_MARKER: DB = BENCH MARK DISK
 CL1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1021_STAMPING: C 239 1958
 CL1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1021+STABILITY: SURFACE MOTION
 CL1021
 CL1021  HISTORY     - Date     Condition        Report By
 CL1021  HISTORY     - 1958     MONUMENTED       CGS
 CL1021  HISTORY     - 1976     GOOD             LOCENG
 CL1021
 CL1021                          STATION DESCRIPTION
 CL1021
 CL1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1021'3.4 MI NW FROM MACON.
 CL1021'ABOUT 3.4 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM
 CL1021'U.S.HIGHWAY 129 BRIDGE OVER TRACKS AND OCMULGEE RIVER AT MACON,
 CL1021'ABOUT 3.9 MILES SOUTHEAST OF ARKWRIGHT POWER PLANT AT HOLTON, ABOUT
 CL1021'0.1 MILE SOUTH OF MILE POST 236, AT A PIPELINE PUMPING
 CL1021'STATION, 32 FEET WEST OF WEST RAIL, 130 FEET SOUTHEAST OF THE
 CL1021'SOUTHEAST CORNER OF THE NORTHEAST ONE OF THREE SMALL METAL
 CL1021'BUILDINGS, 19 FEET SOUTH-SOUTHEAST OF A PIPELINE MARKER (A
 CL1021'2-INCH PIPE PROJECTING 2 FEET), 35 1/2 FEET NORTH OF THE 4TH
 CL1021'TELEPHONE POLE SOUTH OF THE MILE POST, 2 1/2 FEET NORTHWEST
 CL1021'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF TRACK
 CL1021'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CL1021
 CL1021                          STATION RECOVERY (1976)
 CL1021
 CL1021'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6185 ***********************************************************************
 CK6185  DESIGNATION -  C 24
 CK6185  PID         -  CK6185
 CK6185  STATE/COUNTY-  GA/CHATHAM
 CK6185  USGS QUAD   -  GARDEN CITY (1980)
 CK6185
 CK6185                         *CURRENT SURVEY CONTROL
 CK6185  ___________________________________________________________________
 CK6185* NAD 83(1994)-  32 01 35.60079(N)    081 09 55.88162(W)     ADJUSTED  
 CK6185* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 CK6185  ___________________________________________________________________
 CK6185  X           -     831,250.188 (meters)                     COMP
 CK6185  Y           -  -5,348,260.533 (meters)                     COMP
 CK6185  Z           -   3,362,913.389 (meters)                     COMP
 CK6185  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CK6185  ELLIP HEIGHT-         -28.14  (meters)          (09/03/97) GPS OBS
 CK6185  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK6185
 CK6185  HORZ ORDER  -  SECOND
 CK6185  ELLP ORDER  -  FOURTH    CLASS II
 CK6185
 CK6185.The horizontal coordinates were established by GPS observations
 CK6185.and adjusted by the National Geodetic Survey in September 1997..
 CK6185
 CK6185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6185
 CK6185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6185
 CK6185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6185
 CK6185.The ellipsoidal height was determined by GPS observations
 CK6185.and is referenced to NAD 83.
 CK6185
 CK6185.The geoid height was determined by GEOID03.
 CK6185
 CK6185;                    North         East     Units Scale Factor Converg.
 CK6185;SPC GA E     -   225,099.427   294,566.630   MT  1.00001025   +0 31 51.5
 CK6185;SPC GA E     -   738,513.70    966,424.02   sFT  1.00001025   +0 31 51.5
 CK6185;UTM  17      - 3,543,391.179   484,369.997   MT  0.99960301   -0 05 16.0
 CK6185
 CK6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6185!SPC GA E     -   1.00000442  x   1.00001025  =   1.00001467
 CK6185!UTM  17      -   1.00000442  x   0.99960301  =   0.99960743
 CK6185
 CK6185                          SUPERSEDED SURVEY CONTROL
 CK6185
 CK6185  NAD 83(1986)-  32 01 35.61479(N)    081 09 55.89473(W) AD(       ) 2
 CK6185  NGVD 29 (03/03/92)    3.2    (m)           10.     (f) GPS OBS        
 CK6185
 CK6185.Superseded values are not recommended for survey control.
 CK6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6185.See file dsdata.txt to determine how the superseded data were derived.
 CK6185
 CK6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8437043391(NAD 83)
 CK6185_MARKER: DD = SURVEY DISK
 CK6185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6185_SP_SET: CONCRETE POST
 CK6185_STAMPING: C 24 MARCH 1990
 CK6185_MARK LOGO: GA4910
 CK6185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6185+STABILITY: SURFACE MOTION
 CK6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6185+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6185
 CK6185  HISTORY     - Date     Condition        Report By
 CK6185  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6185  HISTORY     - 19961231 MARK NOT FOUND   USPSQD
 CK6185
 CK6185                          STATION DESCRIPTION
 CK6185
 CK6185'DESCRIBED BY GEONEX 1990
 CK6185'STATION IS LOCATED ALONG BUCKHALTER ROAD APPROXIMATELY 5.7 MI
 CK6185'(9.17 KM) SOUTHWEST FROM SAVANNAH, 6.1 MI (9.82 KM) SOUTH FROM GARDEN
 CK6185'CITY, AND 7.7 MI (12.39 KM) SOUTHWEST FROM POOLER.
 CK6185'TO REACH STATION C 24 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 516
 CK6185'(LYNES MEMORIAL PARKWAY) AND U.S. HIGHWAY 17 (OGEECHEE ROAD), GO
 CK6185'SOUTHWESTERLY ALONG U.S. HIGHWAY 17 (OGEECHEE ROAD) FOR 0.8 MI
 CK6185'(1.29 KM) TO THE INTERSECTION WITH GARRARD AVENUE ON THE LEFT.  TURN
 CK6185'LEFT AND GO SOUTHERLY ALONG GARRARD AVENUE FOR 1.7 MI (2.74 KM) TO
 CK6185'THE INTERSECTION WITH BUCKHALTER ROAD ON THE RIGHT.  TURN RIGHT AND
 CK6185'GO WESTERLY ALONG BUCKHALTER ROAD FOR 0.2 MI (0.32 KM) TO THE STATION
 CK6185'ON THE RIGHT.
 CK6185'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6185'STAMPED ---C 24  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6185'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6185'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6185'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6185'LOCATED 20 FT (6.10 M) NORTH FROM THE NORTH EDGE OF BUCKHALTER ROAD
 CK6185'ON THE NORTH SIDE OF A BORROW DITCH, WEST FROM A DRIVE TO A WHITE
 CK6185'TRAILER, 67 DEGREES AZIMUTH, 21.2 FT (6.46 M) FROM A PK NAIL W/
 CK6185'SHINER IN THE FACING SIDE OF A POST TO A MAIL BOX (R. PURCELL - 521
 CK6185'BUCKHALTER RD.), 293 DEGREES AZIMUTH, 174.9 FT (53.31 M) FROM A PK
 CK6185'NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE, AND 110 DEGREES
 CK6185'AZIMUTH, 136.2 FT (41.51 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6185'SIDE OF A POWER POLE.
 CK6185
 CK6185                          STATION RECOVERY (1996)
 CK6185
 CK6185'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK6185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0637 ***********************************************************************
 DF0637  DESIGNATION -  C 240
 DF0637  PID         -  DF0637
 DF0637  STATE/COUNTY-  GA/BUTTS
 DF0637  USGS QUAD   -  LLOYD SHOALS DAM (1985)
 DF0637
 DF0637                         *CURRENT SURVEY CONTROL
 DF0637  ___________________________________________________________________
 DF0637* NAD 83(1986)-  33 17 49.     (N)    083 52 06.     (W)     SCALED    
 DF0637* NAVD 88     -       191.254  (meters)     627.47   (feet)  ADJUSTED  
 DF0637  ___________________________________________________________________
 DF0637  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DF0637  DYNAMIC HT  -         191.043 (meters)     626.78  (feet)  COMP
 DF0637  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 DF0637
 DF0637  VERT ORDER  -  SECOND    CLASS 0
 DF0637
 DF0637.The horizontal coordinates were scaled from a topographic map and have
 DF0637.an estimated accuracy of +/- 6 seconds.
 DF0637
 DF0637.The orthometric height was determined by differential leveling
 DF0637.and adjusted by the National Geodetic Survey in June 1991..
 DF0637
 DF0637.The geoid height was determined by GEOID03.
 DF0637
 DF0637.The dynamic height is computed by dividing the NAVD 88
 DF0637.geopotential number by the normal gravity value computed on the
 DF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0637.degrees latitude (g = 980.6199 gals.).
 DF0637
 DF0637.The modeled gravity was interpolated from observed gravity values.
 DF0637
 DF0637;                    North         East    Units  Estimated Accuracy
 DF0637;SPC GA W     -   365,570.      727,780.      MT  (+/- 180 meters Scaled)
 DF0637
 DF0637                          SUPERSEDED SURVEY CONTROL
 DF0637
 DF0637  NGVD 29 (??/??/92)  191.296  (m)          627.61   (f) ADJ UNCH    2 0
 DF0637
 DF0637.Superseded values are not recommended for survey control.
 DF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0637.See file dsdata.txt to determine how the superseded data were derived.
 DF0637
 DF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS329878(NAD 83)
 DF0637_MARKER: DB = BENCH MARK DISK
 DF0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF0637_SP_SET: 20 FT
 DF0637_STAMPING: C 240 1958
 DF0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0637
 DF0637  HISTORY     - Date     Condition        Report By
 DF0637  HISTORY     - 1958     MONUMENTED       CGS
 DF0637  HISTORY     - 20040313 POOR             METRIC
 DF0637
 DF0637                          STATION DESCRIPTION
 DF0637
 DF0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DF0637'5.9 MI E FROM JACKSON.
 DF0637'ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 DF0637'JACKSON, AT THE JUNCTION OF A DRIVE LEADING EAST TO A SMALL
 DF0637'CHURCH, 53 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 41 1/2
 DF0637'FEET SOUTH OF CENTER LINE OF DRIVE EAST, 167 FEET WEST OF THE
 DF0637'SOUTHWEST CORNER OF CHURCH, 52 1/2 FEET EAST OF A FENCE CORNER
 DF0637'POST, 2 1/2 FEET NORTHEAST OF A POWER LINE POLE AND IN LINE WITH
 DF0637'THE ROW OF POLES NORTHEAST, 2 FEET SOUTHWEST OF A STEEL WITNESS
 DF0637'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IS A DISK
 DF0637'ON A COPPER COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY
 DF0637'A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 DF0637'REFUSAL AT A DEPTH OF 19 1/2 FEET.
 DF0637
 DF0637                          STATION RECOVERY (2004)
 DF0637
 DF0637'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 DF0637'THE STEEL ROD AND THE LOWER PORTION OF THE CLAY TILE REMAIN.  THE
 DF0637'UPPER 1 FOOT OF THE ROD IS BENT OVER AND THE DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1013 ***********************************************************************
 CL1013  DESIGNATION -  C 241
 CL1013  PID         -  CL1013
 CL1013  STATE/COUNTY-  GA/BIBB
 CL1013  USGS QUAD   -  MACON WEST (1985)
 CL1013
 CL1013                         *CURRENT SURVEY CONTROL
 CL1013  ___________________________________________________________________
 CL1013* NAD 83(1986)-  32 50 20.     (N)    083 37 54.     (W)     SCALED    
 CL1013* NAVD 88     -       108.245  (meters)     355.13   (feet)  ADJUSTED  
 CL1013  ___________________________________________________________________
 CL1013  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CL1013  DYNAMIC HT  -         108.126 (meters)     354.74  (feet)  COMP
 CL1013  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 CL1013
 CL1013  VERT ORDER  -  FIRST     CLASS II
 CL1013
 CL1013.The horizontal coordinates were scaled from a topographic map and have
 CL1013.an estimated accuracy of +/- 6 seconds.
 CL1013
 CL1013.The orthometric height was determined by differential leveling
 CL1013.and adjusted by the National Geodetic Survey in June 1991..
 CL1013
 CL1013.The geoid height was determined by GEOID03.
 CL1013
 CL1013.The dynamic height is computed by dividing the NAVD 88
 CL1013.geopotential number by the normal gravity value computed on the
 CL1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1013.degrees latitude (g = 980.6199 gals.).
 CL1013
 CL1013.The modeled gravity was interpolated from observed gravity values.
 CL1013
 CL1013;                    North         East    Units  Estimated Accuracy
 CL1013;SPC GA W     -   314,860.      750,080.      MT  (+/- 180 meters Scaled)
 CL1013
 CL1013                          SUPERSEDED SURVEY CONTROL
 CL1013
 CL1013  NGVD 29 (??/??/92)  108.375  (m)          355.56   (f) ADJ UNCH    1 2
 CL1013
 CL1013.Superseded values are not recommended for survey control.
 CL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1013.See file dsdata.txt to determine how the superseded data were derived.
 CL1013
 CL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS536364(NAD 83)
 CL1013_MARKER: DB = BENCH MARK DISK
 CL1013_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CL1013_SP_SET: TOWER BASE
 CL1013_STAMPING: C 241 1958
 CL1013_MARK LOGO: CGS   
 CL1013_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CL1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CL1013+STABILITY: POSITION/ELEVATION WELL
 CL1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL1013+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1993
 CL1013
 CL1013  HISTORY     - Date     Condition        Report By
 CL1013  HISTORY     - 1958     MONUMENTED       CGS
 CL1013  HISTORY     - 1979     GOOD             NGS
 CL1013  HISTORY     - 1979     GOOD             NGS
 CL1013  HISTORY     - 1983     GOOD             LOCENG
 CL1013  HISTORY     - 19931020 GOOD             NGS
 CL1013
 CL1013                          STATION DESCRIPTION
 CL1013
 CL1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CL1013'AT MACON.
 CL1013'AT MACON, AT THE INTERSECTION OF CHERRY AND NEW STREETS, AT
 CL1013'THE REAR OF THE TELEPHONE COMPANY BUILDING, IN THE TOP OF THE
 CL1013'SOUTH CORNER OF THE CONCRETE BASE FOR THE WEST LEG OF THE
 CL1013'AMERICAN TELEPHONE AND TELEGRAPH T.V. RELAY TOWER, 11 FEET NORTH
 CL1013'OF NORTH CORNER OF TELEPHONE COMPANY BUILDING AND 1 FOOT ABOVE
 CL1013'PAVED AREA (USED FOR PARKING) UNDER THE TOWER.
 CL1013
 CL1013                          STATION RECOVERY (1979)
 CL1013
 CL1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1013'RECOVERED IN GOOD CONDITION.
 CL1013
 CL1013                          STATION RECOVERY (1979)
 CL1013
 CL1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL1013'RECOVERED IN GOOD CONDITION.
 CL1013
 CL1013                          STATION RECOVERY (1983)
 CL1013
 CL1013'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 CL1013'RECOVERED IN GOOD CONDITION.
 CL1013
 CL1013                          STATION RECOVERY (1993)
 CL1013
 CL1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 CL1013'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0257 ***********************************************************************
 CL0257  DESIGNATION -  C 242
 CL0257  PID         -  CL0257
 CL0257  STATE/COUNTY-  GA/TELFAIR
 CL0257  USGS QUAD   -  MC RAE (1985)
 CL0257
 CL0257                         *CURRENT SURVEY CONTROL
 CL0257  ___________________________________________________________________
 CL0257* NAD 83(1986)-  32 04 05.     (N)    082 54 36.     (W)     SCALED    
 CL0257* NAVD 88     -        84.262  (meters)     276.45   (feet)  ADJUSTED  
 CL0257  ___________________________________________________________________
 CL0257  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CL0257  DYNAMIC HT  -          84.163 (meters)     276.12  (feet)  COMP
 CL0257  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 CL0257
 CL0257  VERT ORDER  -  FIRST     CLASS II
 CL0257
 CL0257.The horizontal coordinates were scaled from a topographic map and have
 CL0257.an estimated accuracy of +/- 6 seconds.
 CL0257
 CL0257.The orthometric height was determined by differential leveling
 CL0257.and adjusted by the National Geodetic Survey in June 1991..
 CL0257
 CL0257.The geoid height was determined by GEOID03.
 CL0257
 CL0257.The dynamic height is computed by dividing the NAVD 88
 CL0257.geopotential number by the normal gravity value computed on the
 CL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0257.degrees latitude (g = 980.6199 gals.).
 CL0257
 CL0257.The modeled gravity was interpolated from observed gravity values.
 CL0257
 CL0257;                    North         East    Units  Estimated Accuracy
 CL0257;SPC GA E     -   229,500.      129,820.      MT  (+/- 180 meters Scaled)
 CL0257
 CL0257                          SUPERSEDED SURVEY CONTROL
 CL0257
 CL0257  NGVD 29 (??/??/92)   84.49   (m)          277.2    (f) COMPUTED    1 2
 CL0257
 CL0257.Superseded values are not recommended for survey control.
 CL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0257.See file dsdata.txt to determine how the superseded data were derived.
 CL0257
 CL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR197495(NAD 83)
 CL0257_MARKER: DB = BENCH MARK DISK
 CL0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0257_SP_SET: BUILDING
 CL0257_STAMPING: C 242 1959
 CL0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0257
 CL0257  HISTORY     - Date     Condition        Report By
 CL0257  HISTORY     - 1959     MONUMENTED       CGS
 CL0257
 CL0257                          STATION DESCRIPTION
 CL0257
 CL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0257'AT MC RAE.
 CL0257'C 242 1959
 CL0257'AT MCRAE, AT THE INTERSECTION OF COLLEGE STREET AND 9TH. AVENUE,
 CL0257'SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 CL0257'CORNER OF THE TWO-STORY SECTION OF THE ELEMENTARY SCHOOL, 2 FEET
 CL0257'WEST OF THE EAST CORNER OF THE BUILDING, 2 FEET ABOVE THE GROUND,
 CL0257'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0714 ***********************************************************************
 CL0714  DESIGNATION -  C 243
 CL0714  PID         -  CL0714
 CL0714  STATE/COUNTY-  GA/BLECKLEY
 CL0714  USGS QUAD   -  COCHRAN (1974)
 CL0714
 CL0714                         *CURRENT SURVEY CONTROL
 CL0714  ___________________________________________________________________
 CL0714* NAD 83(1986)-  32 23 46.     (N)    083 16 54.     (W)     SCALED    
 CL0714* NAVD 88     -        98.175  (meters)     322.10   (feet)  ADJUSTED  
 CL0714  ___________________________________________________________________
 CL0714  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CL0714  DYNAMIC HT  -          98.063 (meters)     321.73  (feet)  COMP
 CL0714  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CL0714
 CL0714  VERT ORDER  -  FIRST     CLASS II
 CL0714
 CL0714.This mark is at Cochran Airport (48A)
 CL0714
 CL0714.The horizontal coordinates were scaled from a topographic map and have
 CL0714.an estimated accuracy of +/- 6 seconds.
 CL0714
 CL0714.The orthometric height was determined by differential leveling
 CL0714.and adjusted by the National Geodetic Survey in June 1991..
 CL0714
 CL0714.The geoid height was determined by GEOID03.
 CL0714
 CL0714.The dynamic height is computed by dividing the NAVD 88
 CL0714.geopotential number by the normal gravity value computed on the
 CL0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0714.degrees latitude (g = 980.6199 gals.).
 CL0714
 CL0714.The modeled gravity was interpolated from observed gravity values.
 CL0714
 CL0714;                    North         East    Units  Estimated Accuracy
 CL0714;SPC GA W     -   265,980.      783,260.      MT  (+/- 180 meters Scaled)
 CL0714
 CL0714                          SUPERSEDED SURVEY CONTROL
 CL0714
 CL0714  NGVD 29 (??/??/92)   98.357  (m)          322.69   (f) ADJ UNCH    1 2
 CL0714
 CL0714.Superseded values are not recommended for survey control.
 CL0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0714.See file dsdata.txt to determine how the superseded data were derived.
 CL0714
 CL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR853866(NAD 83)
 CL0714_MARKER: DB = BENCH MARK DISK
 CL0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0714_SP_SET: BRICK WALL
 CL0714_STAMPING: C 243 1959
 CL0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0714
 CL0714  HISTORY     - Date     Condition        Report By
 CL0714  HISTORY     - 1959     MONUMENTED       CGS
 CL0714
 CL0714                          STATION DESCRIPTION
 CL0714
 CL0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0714'4.8 MI E FROM COCHRAN.
 CL0714'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE
 CL0714'JUNCTION OF U.S. HIGHWAY 23 AT COCHRAN, THENCE ABOUT 3.7 MILES EAST
 CL0714'ALONG STATE HIGHWAY 126, AT COCHRAN AIRPORT, AT THE NORTH ONE OF
 CL0714'TWO HANGARS, SET VERTICALLY IN THE EAST FACE OF BRICK WALL,
 CL0714'2 FEET SOUTH OF THE NORTH END OF THE WALL, AND ABOUT 3 FEET
 CL0714'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0473 ***********************************************************************
 BS0473  DESIGNATION -  C 244 RESET
 BS0473  PID         -  BS0473
 BS0473  STATE/COUNTY-  GA/TELFAIR
 BS0473  USGS QUAD   -  LUMBER CITY (1988)
 BS0473
 BS0473                         *CURRENT SURVEY CONTROL
 BS0473  ___________________________________________________________________
 BS0473* NAD 83(1986)-  31 55 16.     (N)    082 40 29.     (W)     SCALED    
 BS0473* NAVD 88     -        35.93   (meters)     117.9    (feet)  RESET     
 BS0473  ___________________________________________________________________
 BS0473  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BS0473
 BS0473  VERT ORDER  -  THIRD
 BS0473
 BS0473.The horizontal coordinates were scaled from a topographic map and have
 BS0473.an estimated accuracy of +/- 6 seconds.
 BS0473
 BS0473.The orthometric height was computed from unverified reset data.
 BS0473
 BS0473.The geoid height was determined by GEOID03.
 BS0473
 BS0473;                    North         East    Units  Estimated Accuracy
 BS0473;SPC GA E     -   213,080.      151,960.      MT  (+/- 180 meters Scaled)
 BS0473
 BS0473                          SUPERSEDED SURVEY CONTROL
 BS0473
 BS0473.No superseded survey control is available for this station.
 BS0473
 BS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR416329(NAD 83)
 BS0473_MARKER: DB = BENCH MARK DISK
 BS0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BS0473_SP_SET: BRIDGE
 BS0473_STAMPING: C 244 RESET 1967
 BS0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0473
 BS0473  HISTORY     - Date     Condition        Report By
 BS0473  HISTORY     - 1967     MONUMENTED       CGS
 BS0473
 BS0473                          STATION DESCRIPTION
 BS0473
 BS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BS0473'0.8 MI SSE FROM LUMBER CITY.
 BS0473'ABOUT 0.1 MILE E ALONG NO. 117 GEORGIA HWY. FROM THE R.R.
 BS0473'CROSSING IN LUMBER CITY, AND TURN RIGHT, THENCE 0.75 MILE S
 BS0473'ALONG NOS. 23 AND 341 U.S. HWYS. TO THE MARK ON THE RIGHT AT THE
 BS0473'NNW END OF THE QUARTER-MILE BRIDGE OVER OCMULGEE RIVER, (THE
 BS0473'BOUNDARY BETWEEN TELFAIR AND JEFF DAVIS COUNTIES), 19 FEET WSW
 BS0473'OF CENTER LINE OF TWO-LANE BRIDGE, 0.67 FOOT HIGHER THAN CONCRETE
 BS0473'FLOOR OF SAME, 0.5 FOOT NNW OF SSE END OF THE 1-X 8-FOOT CONCRETE
 BS0473'WING WALL WHICH IS ALSO THE PLANE OF S FACE OF THE ABUTMENT,
 BS0473'0.3 FOOT FROM THE WSW FACE OF THE WING WALL, FLUSH WITH THE TOP
 BS0473'OF THE WALL, IT WAS SET THEREIN WHEN THE WALL WAS POURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0264 ***********************************************************************
 CL0264  DESIGNATION -  C 245
 CL0264  PID         -  CL0264
 CL0264  STATE/COUNTY-  GA/TELFAIR
 CL0264  USGS QUAD   -  MC RAE (1985)
 CL0264
 CL0264                         *CURRENT SURVEY CONTROL
 CL0264  ___________________________________________________________________
 CL0264* NAD 83(1986)-  32 06 11.     (N)    082 57 29.     (W)     SCALED    
 CL0264* NAVD 88     -        83.846  (meters)     275.08   (feet)  ADJUSTED  
 CL0264  ___________________________________________________________________
 CL0264  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CL0264  DYNAMIC HT  -          83.748 (meters)     274.76  (feet)  COMP
 CL0264  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CL0264
 CL0264  VERT ORDER  -  FIRST     CLASS II
 CL0264
 CL0264.The horizontal coordinates were scaled from a topographic map and have
 CL0264.an estimated accuracy of +/- 6 seconds.
 CL0264
 CL0264.The orthometric height was determined by differential leveling
 CL0264.and adjusted by the National Geodetic Survey in June 1991..
 CL0264
 CL0264.The geoid height was determined by GEOID03.
 CL0264
 CL0264.The dynamic height is computed by dividing the NAVD 88
 CL0264.geopotential number by the normal gravity value computed on the
 CL0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0264.degrees latitude (g = 980.6199 gals.).
 CL0264
 CL0264.The modeled gravity was interpolated from observed gravity values.
 CL0264
 CL0264;                    North         East    Units  Estimated Accuracy
 CL0264;SPC GA E     -   233,420.      125,310.      MT  (+/- 180 meters Scaled)
 CL0264
 CL0264                          SUPERSEDED SURVEY CONTROL
 CL0264
 CL0264  NGVD 29 (??/??/92)   84.072  (m)          275.83   (f) ADJ UNCH    1 2
 CL0264
 CL0264.Superseded values are not recommended for survey control.
 CL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0264.See file dsdata.txt to determine how the superseded data were derived.
 CL0264
 CL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR152535(NAD 83)
 CL0264_MARKER: DB = BENCH MARK DISK
 CL0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0264_STAMPING: C 245 1959
 CL0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0264+STABILITY: SURFACE MOTION
 CL0264
 CL0264  HISTORY     - Date     Condition        Report By
 CL0264  HISTORY     - 1959     MONUMENTED       CGS
 CL0264  HISTORY     - 20031002 GOOD             GADT
 CL0264
 CL0264                          STATION DESCRIPTION
 CL0264
 CL0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0264'3.2 MI NW FROM HELENA.
 CL0264'ABOUT 3.25 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0264'STATION AT HELENA, 0.15 MILE NORTHWEST OF MILEPOST 314, AT A
 CL0264'GRADED ROAD CROSSING, IN A Y JUNCTION FORMED BY GRADED ROAD
 CL0264'LEADING NORTHEAST AND A PRIVATE ROAD LEADING NORTHEST PARALLEL
 CL0264'WITH THE TRACK, 39 FEET NORTHEAST OF THE CENTER LINE OF THE
 CL0264'PRIVATE ROAD, 79 1/2 FEET NORTHEAST OF AND ACROSS THE PRIVATE
 CL0264'ROAD FROM THE NORTHEAST RAIL, 90 FEET NORTHWEST OF THE CENTER
 CL0264'LINE OF THE CROSSING, 2 1/2 FEET SOUTHWEST OF TELEPHONE POLE
 CL0264'3080 (THE FIRST POLE NORTHWEST OF THE CROSSING), 2 FEET
 CL0264'SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 CL0264'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CL0264
 CL0264                          STATION RECOVERY (2003)
 CL0264
 CL0264'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL0264'THE GRADED ROAD CROSSING IS COUNTY ROAD 91 (WATLEY'S FARM RD.)
 CL0264'THE PRIVATE ROAD RUNNING NORTHWEST AND PARALLEL TO THE RAILROAD, LEADS
 CL0264'TO CENTILLA BAPTIST CHURCH AND TRIG STATION WALKER=V 14 IN A DISTANCE
 CL0264'OF 0.2 MILE. (SEE LOCAL DISTANCES ALSO FOR WALKER=V 14).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0684 ***********************************************************************
 CL0684  DESIGNATION -  C 246
 CL0684  PID         -  CL0684
 CL0684  STATE/COUNTY-  GA/DODGE
 CL0684  USGS QUAD   -  YONKERS (1974)
 CL0684
 CL0684                         *CURRENT SURVEY CONTROL
 CL0684  ___________________________________________________________________
 CL0684* NAD 83(1986)-  32 16 13.     (N)    083 14 22.     (W)     SCALED    
 CL0684* NAVD 88     -       116.499  (meters)     382.21   (feet)  ADJUSTED  
 CL0684  ___________________________________________________________________
 CL0684  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CL0684  DYNAMIC HT  -         116.365 (meters)     381.77  (feet)  COMP
 CL0684  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CL0684
 CL0684  VERT ORDER  -  FIRST     CLASS II
 CL0684
 CL0684.The horizontal coordinates were scaled from a topographic map and have
 CL0684.an estimated accuracy of +/- 6 seconds.
 CL0684
 CL0684.The orthometric height was determined by differential leveling
 CL0684.and adjusted by the National Geodetic Survey in June 1991..
 CL0684
 CL0684.The geoid height was determined by GEOID03.
 CL0684
 CL0684.The dynamic height is computed by dividing the NAVD 88
 CL0684.geopotential number by the normal gravity value computed on the
 CL0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0684.degrees latitude (g = 980.6199 gals.).
 CL0684
 CL0684.The modeled gravity was interpolated from observed gravity values.
 CL0684
 CL0684;                    North         East    Units  Estimated Accuracy
 CL0684;SPC GA E     -   252,190.       98,940.      MT  (+/- 180 meters Scaled)
 CL0684
 CL0684                          SUPERSEDED SURVEY CONTROL
 CL0684
 CL0684  NGVD 29 (??/??/92)  116.693  (m)          382.85   (f) ADJ UNCH    1 2
 CL0684
 CL0684.Superseded values are not recommended for survey control.
 CL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0684.See file dsdata.txt to determine how the superseded data were derived.
 CL0684
 CL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR890725(NAD 83)
 CL0684_MARKER: DB = BENCH MARK DISK
 CL0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0684_STAMPING: C 246 1959
 CL0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0684+STABILITY: SURFACE MOTION
 CL0684
 CL0684  HISTORY     - Date     Condition        Report By
 CL0684  HISTORY     - 1959     MONUMENTED       CGS
 CL0684  HISTORY     - 1976     GOOD             LOCENG
 CL0684  HISTORY     - 1979     GOOD             NGS
 CL0684
 CL0684                          STATION DESCRIPTION
 CL0684
 CL0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CL0684'6.1 MI SE FROM EMPIRE.
 CL0684'ABOUT 6.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0684'CROSSING OF STATE HIGHWAY 257 AT EMPIRE, ABOUT 7.0 MILES NORTHWEST
 CL0684'ALONG THE SOUTHERN RAILWAY FROM THE STATION AT EASTMAN, AT
 CL0684'MILEPOST 291, BETWEEN THE TRACK AND A GRADED ROAD THAT PARALLELS
 CL0684'THE EAST SIDE OF THE TRACK, 25 FEET EAST OF THE EAST RAIL, 138 1/2
 CL0684'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE MILEPOST, 81 FEET
 CL0684'WEST OF THE CENTER LINE OF THE ROAD, 46 1/2 FEET SOUTHWEST OF THE
 CL0684'SECOND PECAN TREE SOUTH OF THE MILEPOST IN A ROW OF 14-INCH
 CL0684'PECAN TREES, 2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1 1/2
 CL0684'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 CL0684'POST PROJECTING 5 INCHES.
 CL0684
 CL0684                          STATION RECOVERY (1976)
 CL0684
 CL0684'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CL0684'RECOVERED IN GOOD CONDITION.
 CL0684
 CL0684                          STATION RECOVERY (1979)
 CL0684
 CL0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0362 ***********************************************************************
 DG0362  DESIGNATION -  C 247
 DG0362  PID         -  DG0362
 DG0362  STATE/COUNTY-  GA/COBB
 DG0362  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0362
 DG0362                         *CURRENT SURVEY CONTROL
 DG0362  ___________________________________________________________________
 DG0362* NAD 83(1986)-  33 50 24.     (N)    084 29 44.     (W)     SCALED    
 DG0362* NAVD 88     -       274.307  (meters)     899.96   (feet)  ADJUSTED  
 DG0362  ___________________________________________________________________
 DG0362  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0362  DYNAMIC HT  -         274.003 (meters)     898.96  (feet)  COMP
 DG0362  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 DG0362
 DG0362  VERT ORDER  -  FIRST     CLASS I
 DG0362
 DG0362.The horizontal coordinates were scaled from a topographic map and have
 DG0362.an estimated accuracy of +/- 6 seconds.
 DG0362
 DG0362.The orthometric height was determined by differential leveling
 DG0362.and adjusted by the National Geodetic Survey in June 1991..
 DG0362
 DG0362.The geoid height was determined by GEOID03.
 DG0362
 DG0362.The dynamic height is computed by dividing the NAVD 88
 DG0362.geopotential number by the normal gravity value computed on the
 DG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0362.degrees latitude (g = 980.6199 gals.).
 DG0362
 DG0362.The modeled gravity was interpolated from observed gravity values.
 DG0362
 DG0362;                    North         East    Units  Estimated Accuracy
 DG0362;SPC GA W     -   425,810.      669,560.      MT  (+/- 180 meters Scaled)
 DG0362
 DG0362                          SUPERSEDED SURVEY CONTROL
 DG0362
 DG0362  NGVD 29 (??/??/92)  274.225  (m)          899.69   (f) ADJ UNCH    1 1
 DG0362
 DG0362.Superseded values are not recommended for survey control.
 DG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0362.See file dsdata.txt to determine how the superseded data were derived.
 DG0362
 DG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC317472(NAD 83)
 DG0362_MARKER: DB = BENCH MARK DISK
 DG0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0362_SP_SET: ABUTMENT
 DG0362_STAMPING: C 247 1959
 DG0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0362
 DG0362  HISTORY     - Date     Condition        Report By
 DG0362  HISTORY     - 1959     MONUMENTED       CGS
 DG0362  HISTORY     - 1968     GOOD             NGS
 DG0362  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0362
 DG0362                          STATION DESCRIPTION
 DG0362
 DG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0362'1.6 MI W FROM HARRYAT.
 DG0362'ABOUT 1.6 MILES WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DG0362'THE CROSSING OF PLANT ATKINSON ROAD AT HARRYAT, 0.25 MILE EST
 DG0362'OF MILEPOST 581, ABOUT 6 1/2 RAILS EAST OF THE EAST EDGE OF THE
 DG0362'U.S. HIGHWAY 280 OVERPASS OVER THE TRCK, IN TOP OF THE NORTH
 DG0362'END OF THE EAST CONCRETE ABUTMENT TO A 10-FOOT BRIDGE OVER A
 DG0362'SMALL STREAM, 10 FEET NORTH OF THE NORTH RAIL, 1 1/2 FEET SOUTH
 DG0362'OF THE NORTH END OF THE ABUTMENT, AND ABOUT 2 1/2 FEET BELOW
 DG0362'THE LEVEL OF THE TRACK.
 DG0362
 DG0362                          STATION RECOVERY (1968)
 DG0362
 DG0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0362'RECOVERED IN GOOD CONDITION.
 DG0362
 DG0362                          STATION RECOVERY (1990)
 DG0362
 DG0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0362'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1259 ***********************************************************************
 DG1259  DESIGNATION -  C 249
 DG1259  PID         -  DG1259
 DG1259  STATE/COUNTY-  GA/POLK
 DG1259  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG1259
 DG1259                         *CURRENT SURVEY CONTROL
 DG1259  ___________________________________________________________________
 DG1259* NAD 83(1986)-  33 58 32.     (N)    085 00 31.     (W)     SCALED    
 DG1259* NAVD 88     -       283.070  (meters)     928.71   (feet)  ADJUSTED  
 DG1259  ___________________________________________________________________
 DG1259  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG1259  DYNAMIC HT  -         282.765 (meters)     927.70  (feet)  COMP
 DG1259  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 DG1259
 DG1259  VERT ORDER  -  FIRST     CLASS I
 DG1259
 DG1259.The horizontal coordinates were scaled from a topographic map and have
 DG1259.an estimated accuracy of +/- 6 seconds.
 DG1259
 DG1259.The orthometric height was determined by differential leveling
 DG1259.and adjusted by the National Geodetic Survey in June 1991..
 DG1259
 DG1259.The geoid height was determined by GEOID03.
 DG1259
 DG1259.The dynamic height is computed by dividing the NAVD 88
 DG1259.geopotential number by the normal gravity value computed on the
 DG1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1259.degrees latitude (g = 980.6199 gals.).
 DG1259
 DG1259.The modeled gravity was interpolated from observed gravity values.
 DG1259
 DG1259;                    North         East    Units  Estimated Accuracy
 DG1259;SPC GA W     -   441,110.      622,200.      MT  (+/- 180 meters Scaled)
 DG1259
 DG1259                          SUPERSEDED SURVEY CONTROL
 DG1259
 DG1259  NGVD 29 (??/??/92)  282.996  (m)          928.46   (f) ADJ UNCH    1 1
 DG1259
 DG1259.Superseded values are not recommended for survey control.
 DG1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1259.See file dsdata.txt to determine how the superseded data were derived.
 DG1259
 DG1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC839612(NAD 83)
 DG1259_MARKER: DB = BENCH MARK DISK
 DG1259_SETTING: 80 = SET IN A BOULDER
 DG1259_SP_SET: BOULDER
 DG1259_STAMPING: C 249 1959
 DG1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1259+STABILITY: SURFACE MOTION
 DG1259
 DG1259  HISTORY     - Date     Condition        Report By
 DG1259  HISTORY     - 1959     MONUMENTED       CGS
 DG1259  HISTORY     - 1968     GOOD             NGS
 DG1259
 DG1259                          STATION DESCRIPTION
 DG1259
 DG1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1259'3.4 MI SE FROM ROCKMART.
 DG1259'ABOUT 3.4 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 DG1259'FROM THE STATION AT ROCKMART, 0.1 MILE SOUTHWEST OF MILEPOST
 DG1259'615, AT THE NORTHEAST END OF A SHORT LOW CUT, 20 FEET SOUTHEAST
 DG1259'OF THE SOUTHEAST RAIL, 18 1/2 FEET NORTH OF THE FOURTH TELEPHONE
 DG1259'POLE SOUTHWEST OF THE MILEPOST, IN TOP OF A BOULDER ABOUT 4 FEET
 DG1259'ACROSS ON THE TOP AND WITH ROUND SIDES, 1 1/2 FEET SOUTHWEST OF
 DG1259'THE NORTHEAST EDGE OF THE BOULDER, AND ABOUT 2 1/2 FEET ABOVE
 DG1259'THE LEVEL OF THE TRACK.
 DG1259
 DG1259                          STATION RECOVERY (1968)
 DG1259
 DG1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6186 ***********************************************************************
 CK6186  HT_MOD      -  This is a Height Modernization Survey Station.
 CK6186  DESIGNATION -  C 25
 CK6186  PID         -  CK6186
 CK6186  STATE/COUNTY-  GA/CHATHAM
 CK6186  USGS QUAD   -  SAVANNAH (1978)
 CK6186
 CK6186                         *CURRENT SURVEY CONTROL
 CK6186  ___________________________________________________________________
 CK6186* NAD 83(1994)-  32 05 56.55088(N)    081 07 10.79009(W)     ADJUSTED  
 CK6186* NAVD 88     -         3.38   (meters)      11.1    (feet)  GPS OBS   
 CK6186  ___________________________________________________________________
 CK6186  X           -     834,871.959 (meters)                     COMP
 CK6186  Y           -  -5,343,378.068 (meters)                     COMP
 CK6186  Z           -   3,369,725.333 (meters)                     COMP
 CK6186  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CK6186  ELLIP HEIGHT-         -27.81  (meters)          (03/13/03) GPS OBS
 CK6186  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 CK6186
 CK6186  HORZ ORDER  -  FIRST
 CK6186  ELLP ORDER  -  FOURTH    CLASS II
 CK6186
 CK6186.The horizontal coordinates were established by GPS observations
 CK6186.and adjusted by the National Geodetic Survey in March 2003..
 CK6186
 CK6186.The orthometric height was determined by GPS observations and a
 CK6186.high-resolution geoid model using precise GPS observation and
 CK6186.processing techniques.
 CK6186
 CK6186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6186
 CK6186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6186
 CK6186.The ellipsoidal height was determined by GPS observations
 CK6186.and is referenced to NAD 83.
 CK6186
 CK6186.The geoid height was determined by GEOID03.
 CK6186
 CK6186;                    North         East     Units Scale Factor Converg.
 CK6186;SPC GA E     -   233,178.115   298,820.613   MT  1.00002039   +0 33 23.1
 CK6186;SPC GA E     -   765,018.53    980,380.63   sFT  1.00002039   +0 33 23.1
 CK6186;SPC SC       -    29,476.779   598,302.889   MT  1.00016524   -0 03 58.8
 CK6186;SPC SC       -    96,708.59  1,962,935.99   iFT  1.00016524   -0 03 58.8
 CK6186;UTM  17      - 3,551,420.093   488,709.267   MT  0.99960157   -0 03 48.9
 CK6186
 CK6186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6186!SPC GA E     -   1.00000437  x   1.00002039  =   1.00002476
 CK6186!SPC SC       -   1.00000437  x   1.00016524  =   1.00016961
 CK6186!UTM  17      -   1.00000437  x   0.99960157  =   0.99960593
 CK6186
 CK6186                          SUPERSEDED SURVEY CONTROL
 CK6186
 CK6186  NAD 83(1986)-  32 05 56.56328(N)    081 07 10.80010(W) AD(       ) 1
 CK6186  NAD 83(1994)-  32 05 56.55095(N)    081 07 10.79064(W) AD(       ) 1
 CK6186  ELLIP H (12/05/00)  -27.75   (m)                       GP(       ) 4 1
 CK6186  NAD 83(1994)-  32 05 56.55115(N)    081 07 10.79174(W) AD(       ) 2
 CK6186  ELLIP H (09/03/97)  -27.72   (m)                       GP(       ) 4 2
 CK6186  NAD 83(1986)-  32 05 56.56561(N)    081 07 10.80550(W) AD(       ) 2
 CK6186  NGVD 29 (03/03/92)    3.7    (m)           12.     (f) GPS OBS        
 CK6186
 CK6186.Superseded values are not recommended for survey control.
 CK6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6186.See file dsdata.txt to determine how the superseded data were derived.
 CK6186
 CK6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8870951420(NAD 83)
 CK6186_MARKER: DD = SURVEY DISK
 CK6186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6186_SP_SET: CONCRETE POST
 CK6186_STAMPING: C 25 MARCH 1990
 CK6186_MARK LOGO: GA4910
 CK6186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6186+STABILITY: SURFACE MOTION
 CK6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6186+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 CK6186
 CK6186  HISTORY     - Date     Condition        Report By
 CK6186  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6186  HISTORY     - 19961120 GOOD             SCGS
 CK6186  HISTORY     - 20000911 GOOD             SCGS
 CK6186
 CK6186                          STATION DESCRIPTION
 CK6186
 CK6186'DESCRIBED BY GEONEX 1990
 CK6186'STATION IS LOCATED ALONG WEST LATHROP AVENUE IN THE NORTHWESTERLY PART
 CK6186'OF SAVANNAH BETWEEN THE SAVANNAH RIVER AND U.S. HIGHWAY 17 ALT. (BAY
 CK6186'STREET).
 CK6186'TO REACH STATION C 25 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 516
 CK6186'(ALSO U.S. HIGHWAY 17) AND U.S. HIGHWAY 17 ALT. (BAY STREET-
 CK6186'UNDERPASS), GO WEST ALONG U.S. HIGHWAY 17 ALT. (BAY STREET) FOR 0.15
 CK6186'MI (0.24 KM) TO THE INTERSECTION WITH WEST LATHROP AVENUE ON THE
 CK6186'RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ALONG WEST LATHROP AVENUE FOR
 CK6186'0.8 MI (1.29 KM) TO THE INTERSECTION WITH NORTH LATHROP AVENUE TO THE
 CK6186'RIGHT AND THE STATION ON THE LEFT.
 CK6186'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6186'STAMPED ---C 25  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6186'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6186'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6186'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6186'LOCATED ON THE WESTERLY SIDE OF WEST LATHROP AVENUE AT THE CENTERLINE
 CK6186'OF NORTH LATHROP AVENUE EXTENDED WESTERLY, 11.6 FT (3.54 M) SOUTHEAST
 CK6186'FROM A CHAIN LINK FENCE, 68 DEGREES AZIMUTH, 14.2 FT (4.33 M) FROM A
 CK6186'PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE, 231 DEGREES
 CK6186'AZIMUTH, 34.3 FT (10.45 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6186'SIDE OF A POWER POLE, 294 DEGREES AZIMUTH, 86.7 FT (26.43 M) FROM A
 CK6186'PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE LOCATED ON THE
 CK6186'EASTERLY SIDE OF WEST LATHROP AVENUE, AND 144 DEGREES AZIMUTH, 1.6 FT
 CK6186'(0.49 M) FROM A WITNESS POST.
 CK6186
 CK6186                          STATION RECOVERY (1996)
 CK6186
 CK6186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK6186'STATION IS 1.9 MILES (3.1 KM) NORTHWEST OF SAVANNAH.
 CK6186'OWNERSHIP--GEORGIA RIGHT OF WAY.  TO REACH THE STATION FROM THE NORTH
 CK6186'JUNCTION OF U.S.  HIGHWAYS 80 (WEST LATHROP AVENUE) AND 25 CONNECTOR
 CK6186'(BAY STREET) AND A PAVED ROAD, ON THE WEST SIDE OF SAVANNAH, GO NORTH
 CK6186'NORTHEAST ON WEST LATHROP AVENUE FOR 0.8 MILE (1.3 KM) TO THE STATION
 CK6186'ON THE LEFT IN A GRAVEL TURNAROUND BEFORE THE ROAD TURNS RIGHT TO
 CK6186'BECOME NORTH LATHROP AVENUE.  STATION IS A CONCRETE POST RECESSED 0.4
 CK6186'FOOT (12.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROADS, 27.2 FEET (8.3
 CK6186'M) NORTHWEST OF THE EXTENDED CENTER OF WEST LATHROP AVENUE, 1.0 FOOT
 CK6186'(0.3 M) SOUTHWEST OF THE EXTENDED CENTER OF NORTH LATHROP AVENUE, 14.4
 CK6186'FEET (4.4 M) NORTHEAST OF A POWER POLE WITH GUY WIRE, 93.0 FEET (28.3
 CK6186'M) WEST NORTHWEST OF A FIRE HYDRANT, 11.9 FEET (3.6 M) SOUTHEAST OF A
 CK6186'WITNESS POST AT A CHAIN LINK FENCE LINE. RECOVERED BY R.W.  ROBERTS.
 CK6186
 CK6186                          STATION RECOVERY (2000)
 CK6186
 CK6186'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6186'STATION IS LOCATED 1.9 MILES (3.1 KM) NORTHWEST OF SAVANNAH.
 CK6186'OWNERSHIP--GADOT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CK6186'HIGHWAY 80, STATE HIGHWAY 26 (BAY STREET) AND U.S.  HIGHWAY 25
 CK6186'CONNECTOR (WEST LATHROP AVENUE) ON THE WEST SIDE OF SAVANNAH, GO NORTH
 CK6186'NORTHEAST ON WEST LATHROP AVENUE FOR 0.8 MILE (1.3 KM) TO THE STATION
 CK6186'ON THE LEFT IN A GRAVEL TURNAROUND BEFORE THE ROAD TURNS RIGHT TO
 CK6186'BECOME NORTH LATHROP AVENUE.  STATION IS A CONCRETE POST RECESSED 0.5
 CK6186'FOOT (15.2 CM) AND 0.5 FOOT (15.2 CM) BELOW THE ROAD, 25.2 FEET (7.7
 CK6186'M) NORTHWEST OF THE CENTER OF WEST LATHROP AVENUE, 1.0 FOOT (0.3 M)
 CK6186'SOUTHWEST OF THE EXTENDED CENTER OF NORTH LATHROP AVENUE, 14.6 FEET
 CK6186'(4.5 M) EAST NORTHEAST OF A POWER POLE WITH A GUY WIRE, 35.4 FEET
 CK6186'(10.8 M) SOUTHWEST OF A POWER POLE WITH NINE GUY WIRES, 12.0 FEET (3.7
 CK6186'M) SOUTH SOUTHEAST OF A WITNESS POST BESIDE A CHAIN LINK FENCE LINE.
 CK6186'RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0621 ***********************************************************************
 ED0621  DESIGNATION -  C 250
 ED0621  PID         -  ED0621
 ED0621  STATE/COUNTY-  GA/HALL
 ED0621  USGS QUAD   -  LULA (1985)
 ED0621
 ED0621                         *CURRENT SURVEY CONTROL
 ED0621  ___________________________________________________________________
 ED0621* NAD 83(1986)-  34 23 07.     (N)    083 41 42.     (W)     SCALED    
 ED0621* NAVD 88     -       378.646  (meters)    1242.27   (feet)  ADJUSTED  
 ED0621  ___________________________________________________________________
 ED0621  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 ED0621  DYNAMIC HT  -         378.242 (meters)    1240.95  (feet)  COMP
 ED0621  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 ED0621
 ED0621  VERT ORDER  -  FIRST     CLASS II
 ED0621
 ED0621.The horizontal coordinates were scaled from a topographic map and have
 ED0621.an estimated accuracy of +/- 6 seconds.
 ED0621
 ED0621.The orthometric height was determined by differential leveling
 ED0621.and adjusted by the National Geodetic Survey in June 1991..
 ED0621
 ED0621.The geoid height was determined by GEOID03.
 ED0621
 ED0621.The dynamic height is computed by dividing the NAVD 88
 ED0621.geopotential number by the normal gravity value computed on the
 ED0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0621.degrees latitude (g = 980.6199 gals.).
 ED0621
 ED0621.The modeled gravity was interpolated from observed gravity values.
 ED0621
 ED0621;                    North         East    Units  Estimated Accuracy
 ED0621;SPC GA W     -   486,340.      743,370.      MT  (+/- 180 meters Scaled)
 ED0621
 ED0621                          SUPERSEDED SURVEY CONTROL
 ED0621
 ED0621  NGVD 29 (12/12/91)  378.627  (m)         1242.21   (f) ADJUSTED    1 2
 ED0621
 ED0621.Superseded values are not recommended for survey control.
 ED0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0621.See file dsdata.txt to determine how the superseded data were derived.
 ED0621
 ED0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU522081(NAD 83)
 ED0621_MARKER: DB = BENCH MARK DISK
 ED0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0621_STAMPING: C 250 1959
 ED0621_MARK LOGO: CGS   
 ED0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0621+STABILITY: SURFACE MOTION
 ED0621
 ED0621  HISTORY     - Date     Condition        Report By
 ED0621  HISTORY     - 1959     MONUMENTED       CGS
 ED0621  HISTORY     - 1960     GOOD             NGS
 ED0621  HISTORY     - 1976     GOOD             NGS
 ED0621  HISTORY     - 1982     GOOD             NGS
 ED0621
 ED0621                          STATION DESCRIPTION
 ED0621
 ED0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0621'1.8 MI SW FROM LULA.
 ED0621'ABOUT 1.75 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0621'STATION AT LULA, 125 YARDS NORTHEAST OF MILEPOST 574, 34 FEET
 ED0621'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTH BOUND TRACK, AT THE
 ED0621'NORTHEAST END OF A CUT, 237 FEET NORTHEAST OF THE NORTH CORNER
 ED0621'OF CONCRETE BASE OF NORTHWEST LEG OF SIGNAL BRIDGE, ABOUT 0.15
 ED0621'MILE NORTHEAST OF THE SOUTHWEST END OF DOUBLE TRACK AND CAGLE
 ED0621'SIGN, 1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 1/2
 ED0621'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 ED0621'POST PROJECTING 3 INCHES.
 ED0621
 ED0621                          STATION RECOVERY (1976)
 ED0621
 ED0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0621'RECOVERED IN GOOD CONDITION.
 ED0621
 ED0621                          STATION RECOVERY (1982)
 ED0621
 ED0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0565 ***********************************************************************
 ED0565  DESIGNATION -  C 251
 ED0565  PID         -  ED0565
 ED0565  STATE/COUNTY-  GA/HALL
 ED0565  USGS QUAD   -  FLOWERY BRANCH (1973)
 ED0565
 ED0565                         *CURRENT SURVEY CONTROL
 ED0565  ___________________________________________________________________
 ED0565* NAD 83(1986)-  34 09 29.     (N)    083 57 29.     (W)     SCALED    
 ED0565* NAVD 88     -       340.539  (meters)    1117.25   (feet)  POSTED    
 ED0565  ___________________________________________________________________
 ED0565  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 ED0565  DYNAMIC HT  -         340.170 (meters)    1116.04  (feet)  COMP
 ED0565  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 ED0565
 ED0565  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 ED0565
 ED0565.The horizontal coordinates were scaled from a topographic map and have
 ED0565.an estimated accuracy of +/- 6 seconds.
 ED0565
 ED0565.The orthometric height was determined by differential leveling
 ED0565.and adjusted by the National Geodetic Survey in 1992..
 ED0565.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 ED0565.rate of 1.1 thru 2.0 mm/km.
 ED0565
 ED0565.The geoid height was determined by GEOID03.
 ED0565
 ED0565.The dynamic height is computed by dividing the NAVD 88
 ED0565.geopotential number by the normal gravity value computed on the
 ED0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0565.degrees latitude (g = 980.6199 gals.).
 ED0565
 ED0565.The modeled gravity was interpolated from observed gravity values.
 ED0565
 ED0565;                    North         East    Units  Estimated Accuracy
 ED0565;SPC GA W     -   461,050.      719,240.      MT  (+/- 180 meters Scaled)
 ED0565
 ED0565                          SUPERSEDED SURVEY CONTROL
 ED0565
 ED0565  NGVD 29 (??/??/92)  340.503  (m)         1117.13   (f) ADJ UNCH    1 2
 ED0565
 ED0565.Superseded values are not recommended for survey control.
 ED0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0565.See file dsdata.txt to determine how the superseded data were derived.
 ED0565
 ED0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT272836(NAD 83)
 ED0565_MARKER: DB = BENCH MARK DISK
 ED0565_SETTING: 66 = SET IN ROCK OUTCROP
 ED0565_SP_SET: ROCK CUT
 ED0565_STAMPING: C 251 1959
 ED0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED0565+STABILITY: POSITION/ELEVATION WELL
 ED0565
 ED0565  HISTORY     - Date     Condition        Report By
 ED0565  HISTORY     - 1959     MONUMENTED       CGS
 ED0565  HISTORY     - 1960     GOOD             NGS
 ED0565  HISTORY     - 1982     MARK NOT FOUND   NGS
 ED0565
 ED0565                          STATION DESCRIPTION
 ED0565
 ED0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 ED0565'3.9 MI NE FROM BUFORD.
 ED0565'ABOUT 3.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0565'STATION AT BUFORD, 0.2 MILE EAST OF MILEPOST 597, 0.15 MILE
 ED0565'SOUTHEAST OF A SOUTHERN RAILWAY TANK, 0.85 MILE SOUTHEAST OF
 ED0565'A WOODEN OVERPASS OVER THE TRACK, 0.1 MILE SOUTHWEST OF AN OLD
 ED0565'RAILROAD FILL WITH CULVERT FOR BIG CREEK, 20 FEET SOUTHEAST OF THE
 ED0565'CENTER LINE OF OLD RAILROAD BED NOW SERVING AS A ROAD ALONG TRACK,
 ED0565'SET VERTICALLY IN THE NORTHWEST FACE OF ROUGH LAYER OF ROCK CUT,
 ED0565'10 YARDS SOUTHWEST OF THE CENTER OF CUT, 15 YARDS SOUTHWEST
 ED0565'OF TELEPHONE POLE NO. 1, AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF
 ED0565'OLD RAILROAD BED.
 ED0565
 ED0565                          STATION RECOVERY (1982)
 ED0565
 ED0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0565'NOT SEARCHED FOR, MARK LOCATION IS NOW INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0409 ***********************************************************************
 DG0409  DESIGNATION -  C 252
 DG0409  PID         -  DG0409
 DG0409  STATE/COUNTY-  GA/GWINNETT
 DG0409  USGS QUAD   -  NORCROSS (1992)
 DG0409
 DG0409                         *CURRENT SURVEY CONTROL
 DG0409  ___________________________________________________________________
 DG0409* NAD 83(1986)-  33 57 36.     (N)    084 11 21.     (W)     SCALED    
 DG0409* NAVD 88     -       306.796  (meters)    1006.55   (feet)  ADJUSTED  
 DG0409  ___________________________________________________________________
 DG0409  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0409  DYNAMIC HT  -         306.460 (meters)    1005.44  (feet)  COMP
 DG0409  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 DG0409
 DG0409  VERT ORDER  -  FIRST     CLASS II
 DG0409
 DG0409.The horizontal coordinates were scaled from a topographic map and have
 DG0409.an estimated accuracy of +/- 6 seconds.
 DG0409
 DG0409.The orthometric height was determined by differential leveling
 DG0409.and adjusted by the National Geodetic Survey in June 1991..
 DG0409
 DG0409.The geoid height was determined by GEOID03.
 DG0409
 DG0409.The dynamic height is computed by dividing the NAVD 88
 DG0409.geopotential number by the normal gravity value computed on the
 DG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0409.degrees latitude (g = 980.6199 gals.).
 DG0409
 DG0409.The modeled gravity was interpolated from observed gravity values.
 DG0409
 DG0409;                    North         East    Units  Estimated Accuracy
 DG0409;SPC GA W     -   439,070.      697,920.      MT  (+/- 180 meters Scaled)
 DG0409
 DG0409                          SUPERSEDED SURVEY CONTROL
 DG0409
 DG0409  NGVD 29 (12/12/91)  306.730  (m)         1006.33   (f) ADJUSTED    1 2
 DG0409
 DG0409.Superseded values are not recommended for survey control.
 DG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0409.See file dsdata.txt to determine how the superseded data were derived.
 DG0409
 DG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC597612(NAD 83)
 DG0409_MARKER: DB = BENCH MARK DISK
 DG0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0409_STAMPING: C 252 1959
 DG0409_MARK LOGO: CGS   
 DG0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0409+STABILITY: SURFACE MOTION
 DG0409
 DG0409  HISTORY     - Date     Condition        Report By
 DG0409  HISTORY     - 1959     MONUMENTED       CGS
 DG0409  HISTORY     - 1983     GOOD             NGS
 DG0409
 DG0409                          STATION DESCRIPTION
 DG0409
 DG0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0409'1.8 MI NE FROM NORCROSS.
 DG0409'ABOUT 1.85 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 DG0409'STATION AT NORCROSS, 0.5 MILE (68 RAILS) NORTHEAST OF MILEPOST
 DG0409'617, AT THE CROSSING OF A DIRT ROAD, 35 FEET SOUTHEAST OF THE
 DG0409'SOUTHEAST RAIL, 38 1/2 FEET SOUTH-SOUTHWEST OF A ROAD CROSSING
 DG0409'SIGN, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 5 FEET
 DG0409'SOUTHWEST OF TELEPHONE POLE 29 F, ABOUT LEVEL WITH THE ROAD, 2
 DG0409'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 DG0409'POST FLUSH WITH THE GROUND.
 DG0409
 DG0409                          STATION RECOVERY (1983)
 DG0409
 DG0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 DG0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0110 ***********************************************************************
 CK0110  DESIGNATION -  C 253
 CK0110  PID         -  CK0110
 CK0110  STATE/COUNTY-  GA/EFFINGHAM
 CK0110  USGS QUAD   -  EGYPT (1978)
 CK0110
 CK0110                         *CURRENT SURVEY CONTROL
 CK0110  ___________________________________________________________________
 CK0110* NAD 83(1986)-  32 29 39.     (N)    081 29 45.     (W)     SCALED    
 CK0110* NAVD 88     -        37.581  (meters)     123.30   (feet)  ADJUSTED  
 CK0110  ___________________________________________________________________
 CK0110  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CK0110  DYNAMIC HT  -          37.538 (meters)     123.16  (feet)  COMP
 CK0110  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CK0110
 CK0110  VERT ORDER  -  FIRST     CLASS II
 CK0110
 CK0110.The horizontal coordinates were scaled from a topographic map and have
 CK0110.an estimated accuracy of +/- 6 seconds.
 CK0110
 CK0110.The orthometric height was determined by differential leveling
 CK0110.and adjusted by the National Geodetic Survey in June 1991..
 CK0110
 CK0110.The geoid height was determined by GEOID03.
 CK0110
 CK0110.The dynamic height is computed by dividing the NAVD 88
 CK0110.geopotential number by the normal gravity value computed on the
 CK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0110.degrees latitude (g = 980.6199 gals.).
 CK0110
 CK0110.The modeled gravity was interpolated from observed gravity values.
 CK0110
 CK0110;                    North         East    Units  Estimated Accuracy
 CK0110;SPC GA E     -   276,710.      263,040.      MT  (+/- 180 meters Scaled)
 CK0110
 CK0110                          SUPERSEDED SURVEY CONTROL
 CK0110
 CK0110  NGVD 29 (??/??/92)   37.830  (m)          124.11   (f) ADJ UNCH    1 2
 CK0110
 CK0110.Superseded values are not recommended for survey control.
 CK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0110.See file dsdata.txt to determine how the superseded data were derived.
 CK0110
 CK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR534953(NAD 83)
 CK0110_MARKER: DB = BENCH MARK DISK
 CK0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0110_SP_SET: CULVERT
 CK0110_STAMPING: C 253 1960
 CK0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0110
 CK0110  HISTORY     - Date     Condition        Report By
 CK0110  HISTORY     - 1960     MONUMENTED       CGS
 CK0110
 CK0110                          STATION DESCRIPTION
 CK0110
 CK0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK0110'2.8 MI SE FROM OLIVER.
 CK0110'ABOUT 2.85 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK0110'FROM THE STATION AT OLIVER, ABOUT 2.65 MILES NORTH ALONG THE
 CK0110'CENTRAL OF GEORGIA RAILWAY FROM THE STATION AT EGYPT, EFFINGHAM
 CK0110'COUNTY, 0.05 MILE NORTH OF MILEPOST S 43, 19 1/2 FEET WEST OF
 CK0110'THE CENTER LINE OF STATE HIGHWAY 17, 20 YARDS EAST OF THE TRACK
 CK0110'AND A CONCRETE BRIDGE UNDER THE TRACK, IN TOP OF THE NORTH END
 CK0110'OF THE WEST HEAD WALL OF A 11-FOOT CONCRETE CULVERT WITH PARTITION
 CK0110'UNDER HIGHWAY 17, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 CK0110'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0060 ***********************************************************************
 DG0060  DESIGNATION -  C 254
 DG0060  PID         -  DG0060
 DG0060  STATE/COUNTY-  GA/FULTON
 DG0060  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0060
 DG0060                         *CURRENT SURVEY CONTROL
 DG0060  ___________________________________________________________________
 DG0060* NAD 83(1986)-  33 48 41.     (N)    084 23 33.     (W)     SCALED    
 DG0060* NAVD 88     -       256.335  (meters)     840.99   (feet)  ADJUSTED  
 DG0060  ___________________________________________________________________
 DG0060  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0060  DYNAMIC HT  -         256.051 (meters)     840.06  (feet)  COMP
 DG0060  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 DG0060
 DG0060  VERT ORDER  -  FIRST     CLASS II
 DG0060
 DG0060.The horizontal coordinates were scaled from a topographic map and have
 DG0060.an estimated accuracy of +/- 6 seconds.
 DG0060
 DG0060.The orthometric height was determined by differential leveling
 DG0060.and adjusted by the National Geodetic Survey in June 1991..
 DG0060
 DG0060.The geoid height was determined by GEOID03.
 DG0060
 DG0060.The dynamic height is computed by dividing the NAVD 88
 DG0060.geopotential number by the normal gravity value computed on the
 DG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0060.degrees latitude (g = 980.6199 gals.).
 DG0060
 DG0060.The modeled gravity was interpolated from observed gravity values.
 DG0060
 DG0060;                    North         East    Units  Estimated Accuracy
 DG0060;SPC GA W     -   422,610.      679,090.      MT  (+/- 180 meters Scaled)
 DG0060
 DG0060                          SUPERSEDED SURVEY CONTROL
 DG0060
 DG0060  NGVD 29 (??/??/92)  256.258  (m)          840.74   (f) ADJ UNCH    1 2
 DG0060
 DG0060.Superseded values are not recommended for survey control.
 DG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0060.See file dsdata.txt to determine how the superseded data were derived.
 DG0060
 DG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC413443(NAD 83)
 DG0060_MARKER: DB = BENCH MARK DISK
 DG0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0060_SP_SET: PIER BRIDGE
 DG0060_STAMPING: C 254 1959
 DG0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0060
 DG0060  HISTORY     - Date     Condition        Report By
 DG0060  HISTORY     - 1959     MONUMENTED       CGS
 DG0060
 DG0060                          STATION DESCRIPTION
 DG0060
 DG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0060'AT ATLANTA.
 DG0060'AT ATLANTA, ALONG THE SEABOARD AIR LINE RAILWAY, ABOUT 4 RAILS
 DG0060'NORTHWEST OF MILEPOST 573, SET VERTICALLY IN THE SOUTHWEST
 DG0060'FACE OF THE NORTHWEST END OF THE NORTHEAST PIER OF THE PEACHTREE
 DG0060'ROAD OVERPASS OVER THE TRACK, 9 FEET NORTHEAST OF THE NORTHEAST
 DG0060'RAIL, 2 FEET SOUTHEAST OF THE NORTHWEST END OF THE PIER, AND ABOUT
 DG0060'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1084 ***********************************************************************
 DG1084  DESIGNATION -  C 255
 DG1084  PID         -  DG1084
 DG1084  STATE/COUNTY-  GA/DOUGLAS
 DG1084  USGS QUAD   -  WINSTON (1982)
 DG1084
 DG1084                         *CURRENT SURVEY CONTROL
 DG1084  ___________________________________________________________________
 DG1084* NAD 83(1986)-  33 44 58.     (N)    084 45 08.     (W)     SCALED    
 DG1084* NAVD 88     -       373.303  (meters)    1224.74   (feet)  ADJUSTED  
 DG1084  ___________________________________________________________________
 DG1084  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG1084  DYNAMIC HT  -         372.882 (meters)    1223.36  (feet)  COMP
 DG1084  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 DG1084
 DG1084  VERT ORDER  -  SECOND    CLASS 0
 DG1084
 DG1084.The horizontal coordinates were scaled from a topographic map and have
 DG1084.an estimated accuracy of +/- 6 seconds.
 DG1084
 DG1084.The orthometric height was determined by differential leveling
 DG1084.and adjusted by the National Geodetic Survey in June 1991..
 DG1084
 DG1084.The geoid height was determined by GEOID03.
 DG1084
 DG1084.The dynamic height is computed by dividing the NAVD 88
 DG1084.geopotential number by the normal gravity value computed on the
 DG1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1084.degrees latitude (g = 980.6199 gals.).
 DG1084
 DG1084.The modeled gravity was interpolated from observed gravity values.
 DG1084
 DG1084;                    North         East    Units  Estimated Accuracy
 DG1084;SPC GA W     -   415,870.      645,750.      MT  (+/- 180 meters Scaled)
 DG1084
 DG1084                          SUPERSEDED SURVEY CONTROL
 DG1084
 DG1084  NGVD 29 (??/??/92)  373.233  (m)         1224.52   (f) ADJ UNCH    2 0
 DG1084
 DG1084.Superseded values are not recommended for survey control.
 DG1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1084.See file dsdata.txt to determine how the superseded data were derived.
 DG1084
 DG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC082366(NAD 83)
 DG1084_MARKER: DB = BENCH MARK DISK
 DG1084_SETTING: 66 = SET IN ROCK OUTCROP
 DG1084_SP_SET: ROCK OUTCROP
 DG1084_STAMPING: C 255 1959
 DG1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1084+STABILITY: POSITION/ELEVATION WELL
 DG1084
 DG1084  HISTORY     - Date     Condition        Report By
 DG1084  HISTORY     - 1959     MONUMENTED       CGS
 DG1084  HISTORY     - 20050927 MARK NOT FOUND   GADT
 DG1084
 DG1084                          STATION DESCRIPTION
 DG1084
 DG1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1084'AT DOUGLASVILLE.
 DG1084'AT DOUGLASVILLE, ABOUT 0.35 MILE SOUTHWEST ALONG THE SOUTHERN
 DG1084'RAILWAY FROM THE STATION, ABOUT 0.1 MILE SOUTHWEST ALONG U.S.
 DG1084'HIGHWAY 78 FROM THE COURT HOUSE, 0.25 MILE SOUTHWEST OF MILE
 DG1084'POST 659, AT THE SOUTHWEST END OF A LONG SHALLOW CUT, SET IN THE
 DG1084'TOP OF A 3-CORNERED ROCK OUTCROP THAT PROJECTS OUT OF SOUTHWEST
 DG1084'END OF CUT, 7 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 48 FEET
 DG1084'NORTHWEST OF CENTER LINE OF HIGHWAY 78, 35 FEET NORTHEAST OF THE
 DG1084'EXTENDED SOUTHWEST FACE OF THORNTON CHEVROLET-OLDSMOBILE
 DG1084'GARAGE, 2 FEET EAST OF WEST CORNER OF OUTCROP AND ABOUT 1 FOOT
 DG1084'BELOW LEVEL OF TRACK.
 DG1084
 DG1084                          STATION RECOVERY (2005)
 DG1084
 DG1084'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DG1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1193 ***********************************************************************
 DG1193  DESIGNATION -  C 256
 DG1193  PID         -  DG1193
 DG1193  STATE/COUNTY-  GA/HARALSON
 DG1193  USGS QUAD   -  TALLAPOOSA SOUTH (1980)
 DG1193
 DG1193                         *CURRENT SURVEY CONTROL
 DG1193  ___________________________________________________________________
 DG1193* NAD 83(1986)-  33 44 53.     (N)    085 17 24.     (W)     SCALED    
 DG1193* NAVD 88     -       345.540  (meters)    1133.66   (feet)  ADJUSTED  
 DG1193  ___________________________________________________________________
 DG1193  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG1193  DYNAMIC HT  -         345.160 (meters)    1132.41  (feet)  COMP
 DG1193  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DG1193
 DG1193  VERT ORDER  -  SECOND    CLASS 0
 DG1193
 DG1193.The horizontal coordinates were scaled from a topographic map and have
 DG1193.an estimated accuracy of +/- 6 seconds.
 DG1193
 DG1193.The orthometric height was determined by differential leveling
 DG1193.and adjusted by the National Geodetic Survey in June 1991..
 DG1193
 DG1193.The geoid height was determined by GEOID03.
 DG1193
 DG1193.The dynamic height is computed by dividing the NAVD 88
 DG1193.geopotential number by the normal gravity value computed on the
 DG1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1193.degrees latitude (g = 980.6199 gals.).
 DG1193
 DG1193.The modeled gravity was interpolated from observed gravity values.
 DG1193
 DG1193;                    North         East    Units  Estimated Accuracy
 DG1193;SPC GA W     -   416,130.      595,920.      MT  (+/- 180 meters Scaled)
 DG1193
 DG1193                          SUPERSEDED SURVEY CONTROL
 DG1193
 DG1193  NGVD 29 (??/??/92)  345.461  (m)         1133.40   (f) ADJ UNCH    2 0
 DG1193
 DG1193.Superseded values are not recommended for survey control.
 DG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1193.See file dsdata.txt to determine how the superseded data were derived.
 DG1193
 DG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC583355(NAD 83)
 DG1193_MARKER: DB = BENCH MARK DISK
 DG1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1193_SP_SET: BUILDING
 DG1193_STAMPING: C 256 1959
 DG1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1193
 DG1193  HISTORY     - Date     Condition        Report By
 DG1193  HISTORY     - 1959     MONUMENTED       CGS
 DG1193  HISTORY     - 20010515 MARK NOT FOUND   GADT
 DG1193  HISTORY     - 20060523 MARK NOT FOUND   GEOCAC
 DG1193
 DG1193                          STATION DESCRIPTION
 DG1193
 DG1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG1193'AT TALLAPOOSA.
 DG1193'AT TALLAPOOSA, ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 100 AND
 DG1193'120 FROM THE JUNCTION OF U.S. HIGHWAY 78 AT TALLAPOOSA, AT THE
 DG1193'CROSSING OF ROBERTSON AVENUE AND TALIAFERRO STREET, SET VERTICALLY
 DG1193'IN THE SOUTH FACE OF THE HIGH SCHOOL BUILDING, 67 FEET EAST OF
 DG1193'CENTER LINE OF ROBERTSON AVENUE, 51 FEET NORTH OF CENTER LINE OF
 DG1193'TALIAFERRO STREET, 6 FEET EAST OF SOUTHWEST CORNER OF SCHOOL
 DG1193'BUILDING, AND 1.2 FOOT ABOVE GROUND.
 DG1193
 DG1193                          STATION RECOVERY (2001)
 DG1193
 DG1193'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DG1193'MARK NOT FOUND.
 DG1193
 DG1193                          STATION RECOVERY (2006)
 DG1193
 DG1193'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DG1193'A HANDICAP RAMP HAS BEEN BUILT NEXT TO THE BUIDING. THE MARK MAY BE
 DG1193'THERE BUT IT IS
 DG1193'PROBABLY BLOCKED BY THE CONCRETE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0500 ***********************************************************************
 DG0500  DESIGNATION -  C 257
 DG0500  PID         -  DG0500
 DG0500  STATE/COUNTY-  GA/FULTON
 DG0500  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0500
 DG0500                         *CURRENT SURVEY CONTROL
 DG0500  ___________________________________________________________________
 DG0500* NAD 83(1986)-  33 41 27.     (N)    084 26 08.     (W)     SCALED    
 DG0500* NAVD 88     -       317.133  (meters)    1040.46   (feet)  ADJUSTED  
 DG0500  ___________________________________________________________________
 DG0500  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DG0500  DYNAMIC HT  -         316.777 (meters)    1039.29  (feet)  COMP
 DG0500  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 DG0500
 DG0500  VERT ORDER  -  FIRST     CLASS II
 DG0500
 DG0500.The horizontal coordinates were scaled from a topographic map and have
 DG0500.an estimated accuracy of +/- 6 seconds.
 DG0500
 DG0500.The orthometric height was determined by differential leveling
 DG0500.and adjusted by the National Geodetic Survey in June 1991..
 DG0500
 DG0500.The geoid height was determined by GEOID03.
 DG0500
 DG0500.The dynamic height is computed by dividing the NAVD 88
 DG0500.geopotential number by the normal gravity value computed on the
 DG0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0500.degrees latitude (g = 980.6199 gals.).
 DG0500
 DG0500.The modeled gravity was interpolated from observed gravity values.
 DG0500
 DG0500;                    North         East    Units  Estimated Accuracy
 DG0500;SPC GA W     -   409,250.      675,070.      MT  (+/- 180 meters Scaled)
 DG0500
 DG0500                          SUPERSEDED SURVEY CONTROL
 DG0500
 DG0500  NGVD 29 (??/??/92)  317.051  (m)         1040.19   (f) ADJ UNCH    1 2
 DG0500
 DG0500.Superseded values are not recommended for survey control.
 DG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0500.See file dsdata.txt to determine how the superseded data were derived.
 DG0500
 DG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC377308(NAD 83)
 DG0500_MARKER: DB = BENCH MARK DISK
 DG0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0500_STAMPING: C 257 1959
 DG0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0500+STABILITY: SURFACE MOTION
 DG0500
 DG0500  HISTORY     - Date     Condition        Report By
 DG0500  HISTORY     - 1959     MONUMENTED       CGS
 DG0500  HISTORY     - 1973     GOOD             NGS
 DG0500  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0500
 DG0500                          STATION DESCRIPTION
 DG0500
 DG0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DG0500'1.6 MI S FROM FORT MC PHERSON.
 DG0500'ABOUT 1.55 MILES SOUTH ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 DG0500'THE STATION AT FORT MC PHERSON, ABOUT 0.85 MILE NORTHWEST ALONG
 DG0500'THE ATLANTA AND WEST POINT RAILROAD FROM THE STATION AT EAST
 DG0500'POINT, AT MILE POST S 289, NEAR THE SOUTHWEST END OF LARGE
 DG0500'RAILROAD YARDS, ABOUT 88 YARDS NORTHEAST OF SOUTHWEST END OF
 DG0500'RAILROAD YARDS, SET BETWEEN TWO TELEGRAPH POLES THAT ARE ABOUT
 DG0500'6 FEET APART, 18 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST
 DG0500'TRACK, 74 FEET WEST OF MILE POST S 289, 18 FEET SOUTHEAST OF
 DG0500'SOUTHEAST CURB LINE OF MAIN STREET (U.S. HIGHWAY 29), 110 YARDS
 DG0500'NORTHEAST OF CENTER OF JUNCTION OF NEWNAN STREET AND MAIN STREET,
 DG0500'ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 DG0500'POST PROJECTING 2 INCHES.
 DG0500
 DG0500                          STATION RECOVERY (1973)
 DG0500
 DG0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0500'RECOVERED IN GOOD CONDITION.
 DG0500
 DG0500                          STATION RECOVERY (1990)
 DG0500
 DG0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0500'NOT FOUND. PROBABLY DESTROYED DURING CONSTRUCTION OF MARTA TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0944 ***********************************************************************
 DE0944  DESIGNATION -  C 258
 DE0944  PID         -  DE0944
 DE0944  STATE/COUNTY-  GA/RICHMOND
 DE0944  USGS QUAD   -  AUGUSTA EAST (1981)
 DE0944
 DE0944                         *CURRENT SURVEY CONTROL
 DE0944  ___________________________________________________________________
 DE0944* NAD 83(1986)-  33 25 44.     (N)    081 59 18.     (W)     SCALED    
 DE0944* NAVD 88     -        39.868  (meters)     130.80   (feet)  ADJUSTED  
 DE0944  ___________________________________________________________________
 DE0944  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DE0944  DYNAMIC HT  -          39.826 (meters)     130.66  (feet)  COMP
 DE0944  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DE0944
 DE0944  VERT ORDER  -  FIRST     CLASS II
 DE0944
 DE0944.The horizontal coordinates were scaled from a topographic map and have
 DE0944.an estimated accuracy of +/- 6 seconds.
 DE0944
 DE0944.The orthometric height was determined by differential leveling
 DE0944.and adjusted by the National Geodetic Survey in June 1991..
 DE0944
 DE0944.The geoid height was determined by GEOID03.
 DE0944
 DE0944.The dynamic height is computed by dividing the NAVD 88
 DE0944.geopotential number by the normal gravity value computed on the
 DE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0944.degrees latitude (g = 980.6199 gals.).
 DE0944
 DE0944.The modeled gravity was interpolated from observed gravity values.
 DE0944
 DE0944;                    North         East    Units  Estimated Accuracy
 DE0944;SPC GA E     -   380,180.      216,580.      MT  (+/- 180 meters Scaled)
 DE0944
 DE0944                          SUPERSEDED SURVEY CONTROL
 DE0944
 DE0944  NGVD 29 (??/??/92)   40.102  (m)          131.57   (f) ADJ UNCH    1 2
 DE0944
 DE0944.Superseded values are not recommended for survey control.
 DE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0944.See file dsdata.txt to determine how the superseded data were derived.
 DE0944
 DE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS081992(NAD 83)
 DE0944_MARKER: DB = BENCH MARK DISK
 DE0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DE0944_STAMPING: C 258 1960
 DE0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0944+STABILITY: SURFACE MOTION
 DE0944
 DE0944  HISTORY     - Date     Condition        Report By
 DE0944  HISTORY     - 1960     MONUMENTED       CGS
 DE0944
 DE0944                          STATION DESCRIPTION
 DE0944
 DE0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0944'3.4 MI S FROM AUGUSTA.
 DE0944'ABOUT 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 25 AND 78 FROM THE
 DE0944'SOUTHWEST END OF CONCRETE HIGHWAY BRIDGE OVER SAVANNAH RIVER
 DE0944'AT AUGUSTA, THENCE ABOUT 1.0 MILE SOUTH ALONG NEW SAVANNAH ROAD,
 DE0944'AT THE JUNCTION OF BOWLES ROAD LEADING WEST-NORTHWEST, 39 FEET
 DE0944'WEST-NORTHWEST OF NEW SAVANNAH ROAD, 26 FEET SOUTH-SOUTHWEST
 DE0944'OF THE CENTER LINE OF BOWLES ROAD, 54 FEET NORTH OF TELEPHONE POLE
 DE0944'185, 78 FEET SOUTH-SOUTHWEST OF AND ACROSS BOWLES ROAD FROM
 DE0944'TELEPHONE POLE 184, 16 FEET SOUTHWEST OF THE CENTER OF A GAS
 DE0944'MANHOLE COVER, 1 FOOT WEST OF A YELLOW PAINTED CONCRETE POST ROAD
 DE0944'MARKER, 5 1/2 FEET NORTHWEST OF A CONCRETE POST FOR GAS LINE,
 DE0944'ABOUT LEVEL WITH THE ROADS, AND SET IN TOP OF A CONCRETE POST
 DE0944'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1010 ***********************************************************************
 CK1010  DESIGNATION -  C 259
 CK1010  PID         -  CK1010
 CK1010  STATE/COUNTY-  GA/JENKINS
 CK1010  USGS QUAD   -  ROCKY FORD (1978)
 CK1010
 CK1010                         *CURRENT SURVEY CONTROL
 CK1010  ___________________________________________________________________
 CK1010* NAD 83(1986)-  32 41 57.     (N)    081 52 10.     (W)     SCALED    
 CK1010* NAVD 88     -        44.624  (meters)     146.40   (feet)  ADJUSTED  
 CK1010  ___________________________________________________________________
 CK1010  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 CK1010  DYNAMIC HT  -          44.575 (meters)     146.24  (feet)  COMP
 CK1010  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 CK1010
 CK1010  VERT ORDER  -  FIRST     CLASS II
 CK1010
 CK1010.The horizontal coordinates were scaled from a topographic map and have
 CK1010.an estimated accuracy of +/- 6 seconds.
 CK1010
 CK1010.The orthometric height was determined by differential leveling
 CK1010.and adjusted by the National Geodetic Survey in June 1991..
 CK1010
 CK1010.The geoid height was determined by GEOID03.
 CK1010
 CK1010.The dynamic height is computed by dividing the NAVD 88
 CK1010.geopotential number by the normal gravity value computed on the
 CK1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1010.degrees latitude (g = 980.6199 gals.).
 CK1010
 CK1010.The modeled gravity was interpolated from observed gravity values.
 CK1010
 CK1010;                    North         East    Units  Estimated Accuracy
 CK1010;SPC GA E     -   299,280.      227,870.      MT  (+/- 180 meters Scaled)
 CK1010
 CK1010                          SUPERSEDED SURVEY CONTROL
 CK1010
 CK1010  NGVD 29 (??/??/92)   44.863  (m)          147.19   (f) ADJ UNCH    1 2
 CK1010
 CK1010.Superseded values are not recommended for survey control.
 CK1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1010.See file dsdata.txt to determine how the superseded data were derived.
 CK1010
 CK1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS185182(NAD 83)
 CK1010_MARKER: DB = BENCH MARK DISK
 CK1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1010_STAMPING: C 259 1960
 CK1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1010+STABILITY: SURFACE MOTION
 CK1010
 CK1010  HISTORY     - Date     Condition        Report By
 CK1010  HISTORY     - 1960     MONUMENTED       CGS
 CK1010
 CK1010                          STATION DESCRIPTION
 CK1010
 CK1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK1010'1 MI SE FROM SCARBORO.
 CK1010'ABOUT 1.05 MILES SOUTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CK1010'FROM THE CROSSING OF STATE HIGHWAY 17 AT SCARBORO, 0.45 MILE
 CK1010'SOUTHEAST OF MILEPOST S 70, 26 1/2 FEET NORTHEAST OF THE NORTHEAST
 CK1010'RAIL, 252 YARDS SOUTHEAST OF A S SIGN, 3 1/2 FEET NORTHWEST OF
 CK1010'MILEAGE POLE 69+20, 1 1/2 FEET SOUTH OF A STEEL WITNESS POST,
 CK1010'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 CK1010'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1062 ***********************************************************************
 CK1062  DESIGNATION -  C 260
 CK1062  PID         -  CK1062
 CK1062  STATE/COUNTY-  GA/JENKINS
 CK1062  USGS QUAD   -  MILLEN (1978)
 CK1062
 CK1062                         *CURRENT SURVEY CONTROL
 CK1062  ___________________________________________________________________
 CK1062* NAD 83(1986)-  32 49 06.     (N)    081 56 39.     (W)     SCALED    
 CK1062* NAVD 88     -        48.778  (meters)     160.03   (feet)  ADJUSTED  
 CK1062  ___________________________________________________________________
 CK1062  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 CK1062  DYNAMIC HT  -          48.724 (meters)     159.86  (feet)  COMP
 CK1062  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 CK1062
 CK1062  VERT ORDER  -  FIRST     CLASS II
 CK1062
 CK1062.The horizontal coordinates were scaled from a topographic map and have
 CK1062.an estimated accuracy of +/- 6 seconds.
 CK1062
 CK1062.The orthometric height was determined by differential leveling
 CK1062.and adjusted by the National Geodetic Survey in June 1991..
 CK1062
 CK1062.The geoid height was determined by GEOID03.
 CK1062
 CK1062.The dynamic height is computed by dividing the NAVD 88
 CK1062.geopotential number by the normal gravity value computed on the
 CK1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1062.degrees latitude (g = 980.6199 gals.).
 CK1062
 CK1062.The modeled gravity was interpolated from observed gravity values.
 CK1062
 CK1062;                    North         East    Units  Estimated Accuracy
 CK1062;SPC GA E     -   312,480.      220,830.      MT  (+/- 180 meters Scaled)
 CK1062
 CK1062                          SUPERSEDED SURVEY CONTROL
 CK1062
 CK1062  NGVD 29 (??/??/92)   49.018  (m)          160.82   (f) ADJ UNCH    1 2
 CK1062
 CK1062.Superseded values are not recommended for survey control.
 CK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1062.See file dsdata.txt to determine how the superseded data were derived.
 CK1062
 CK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS116315(NAD 83)
 CK1062_MARKER: DB = BENCH MARK DISK
 CK1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK1062_STAMPING: C 260 1960
 CK1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK1062+STABILITY: SURFACE MOTION
 CK1062
 CK1062  HISTORY     - Date     Condition        Report By
 CK1062  HISTORY     - 1960     MONUMENTED       CGS
 CK1062
 CK1062                          STATION DESCRIPTION
 CK1062
 CK1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CK1062'1.3 MI N FROM MILLEN.
 CK1062'ABOUT 1.3 MILES NORTH ALONG THE CENTRAL OF GEORIGA RAILWAY FROM
 CK1062'THE STATION AT MILLEN, 148 YARDS NORTH OF MILEPOST S 80, 28.4
 CK1062'FEET WEST OF THE WEST RAIL, 3 FEET NORTH OF MILEAGE POLE 80+3, 98
 CK1062'YARDS SOUTH OF THE SOUTH END OF TRESTLE NO. D 80.2, ABOUT 3 FEET
 CK1062'BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 CK1062'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE0989 ***********************************************************************
 DE0989  DESIGNATION -  C 261
 DE0989  PID         -  DE0989
 DE0989  STATE/COUNTY-  GA/BURKE
 DE0989  USGS QUAD   -  IDLEWOOD (1964)
 DE0989
 DE0989                         *CURRENT SURVEY CONTROL
 DE0989  ___________________________________________________________________
 DE0989* NAD 83(1986)-  33 07 05.     (N)    081 57 48.     (W)     SCALED    
 DE0989* NAVD 88     -        62.268  (meters)     204.29   (feet)  ADJUSTED  
 DE0989  ___________________________________________________________________
 DE0989  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DE0989  DYNAMIC HT  -          62.199 (meters)     204.06  (feet)  COMP
 DE0989  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 DE0989
 DE0989  VERT ORDER  -  FIRST     CLASS II
 DE0989
 DE0989.The horizontal coordinates were scaled from a topographic map and have
 DE0989.an estimated accuracy of +/- 6 seconds.
 DE0989
 DE0989.The orthometric height was determined by differential leveling
 DE0989.and adjusted by the National Geodetic Survey in June 1991..
 DE0989
 DE0989.The geoid height was determined by GEOID03.
 DE0989
 DE0989.The dynamic height is computed by dividing the NAVD 88
 DE0989.geopotential number by the normal gravity value computed on the
 DE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE0989.degrees latitude (g = 980.6199 gals.).
 DE0989
 DE0989.The modeled gravity was interpolated from observed gravity values.
 DE0989
 DE0989;                    North         East    Units  Estimated Accuracy
 DE0989;SPC GA E     -   345,710.      218,980.      MT  (+/- 180 meters Scaled)
 DE0989
 DE0989                          SUPERSEDED SURVEY CONTROL
 DE0989
 DE0989  NGVD 29 (??/??/92)   62.503  (m)          205.06   (f) ADJ UNCH    1 2
 DE0989
 DE0989.Superseded values are not recommended for survey control.
 DE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE0989.See file dsdata.txt to determine how the superseded data were derived.
 DE0989
 DE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS101647(NAD 83)
 DE0989_MARKER: DB = BENCH MARK DISK
 DE0989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE0989_SP_SET: RETAINING WALL
 DE0989_STAMPING: C 261 1960
 DE0989_MARK LOGO: CGS   
 DE0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE0989+STABILITY: SURFACE MOTION
 DE0989
 DE0989  HISTORY     - Date     Condition        Report By
 DE0989  HISTORY     - 1960     MONUMENTED       CGS
 DE0989  HISTORY     - 1983     GOOD             GAPC
 DE0989  HISTORY     - 19980101 SEE DESCRIPTION  METRIC
 DE0989
 DE0989                          STATION DESCRIPTION
 DE0989
 DE0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DE0989'3.4 MI NE FROM WAYNESBORO.
 DE0989'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 56 FROM THE
 DE0989'COURTHOUSE AT WAYNESBORO, 17 FEET SOUTHEAST OF THE CENTER LINE
 DE0989'OF THE HIGHWAY, IN TOP OF THE CURVED WING WALL EXTENDING FROM
 DE0989'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF HIGHWAY
 DE0989'BRIDGE OVER BRIER CREEK, 2.5 FEET NORTH-NORTHEAST OF THE SOUTH
 DE0989'END OF WING WALL, 2 1/2 FEET SOUTH OF THE SOUTHWEST FACE OF
 DE0989'SOUTHEAST CONCRETE BANISTER WITH BRONZE PLACK FRANK M CATES
 DE0989'BRIDGE 1955, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 DE0989
 DE0989                          STATION RECOVERY (1983)
 DE0989
 DE0989'RECOVERY NOTE BY GEORGIA POWER COMPANY 1983
 DE0989'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 DE0989'THAT THE WORD PLAQUE IS MISSPELLED.
 DE0989'THE MARK IS 2.7 FT  NE FROM  FROM MILE 28 MARKER
 DE0989'THE MARK IS ABOVE LEVEL WITH THE BRIDGE FLOOR.
 DE0989
 DE0989                          STATION RECOVERY (1998)
 DE0989
 DE0989'RECOVERY NOTE BY METRIC SURVEYS 1998 (HB)
 DE0989'C 261 DESTROYED.  BRIDGE HAS BEEN REPLACED, NO TRACE OF MARK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0131 ***********************************************************************
 DF0131  DESIGNATION -  C 262
 DF0131  PID         -  DF0131
 DF0131  STATE/COUNTY-  GA/COLUMBIA
 DF0131  USGS QUAD   -  APPLING (1981)
 DF0131
 DF0131                         *CURRENT SURVEY CONTROL
 DF0131  ___________________________________________________________________
 DF0131* NAD 83(1986)-  33 35 28.     (N)    082 19 06.     (W)     SCALED    
 DF0131* NAVD 88     -       113.576  (meters)     372.62   (feet)  ADJUSTED  
 DF0131  ___________________________________________________________________
 DF0131  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DF0131  DYNAMIC HT  -         113.456 (meters)     372.23  (feet)  COMP
 DF0131  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 DF0131
 DF0131  VERT ORDER  -  SECOND    CLASS 0
 DF0131
 DF0131.The horizontal coordinates were scaled from a topographic map and have
 DF0131.an estimated accuracy of +/- 6 seconds.
 DF0131
 DF0131.The orthometric height was determined by differential leveling
 DF0131.and adjusted by the National Geodetic Survey in June 1991..
 DF0131
 DF0131.The geoid height was determined by GEOID03.
 DF0131
 DF0131.The dynamic height is computed by dividing the NAVD 88
 DF0131.geopotential number by the normal gravity value computed on the
 DF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0131.degrees latitude (g = 980.6199 gals.).
 DF0131
 DF0131.The modeled gravity was interpolated from observed gravity values.
 DF0131
 DF0131;                    North         East    Units  Estimated Accuracy
 DF0131;SPC GA E     -   398,170.      185,920.      MT  (+/- 180 meters Scaled)
 DF0131
 DF0131                          SUPERSEDED SURVEY CONTROL
 DF0131
 DF0131  NGVD 29 (??/??/92)  113.766  (m)          373.25   (f) ADJ UNCH    2 0
 DF0131
 DF0131.Superseded values are not recommended for survey control.
 DF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0131.See file dsdata.txt to determine how the superseded data were derived.
 DF0131
 DF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT776175(NAD 83)
 DF0131_MARKER: DB = BENCH MARK DISK
 DF0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0131_STAMPING: C 262 1960
 DF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0131+STABILITY: SURFACE MOTION
 DF0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF0131+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 DF0131
 DF0131  HISTORY     - Date     Condition        Report By
 DF0131  HISTORY     - 1960     MONUMENTED       CGS
 DF0131  HISTORY     - 1976     GOOD             NGS
 DF0131  HISTORY     - 20031208 GOOD             USPSQD
 DF0131
 DF0131                          STATION DESCRIPTION
 DF0131
 DF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DF0131'3 MI N FROM APPLING.
 DF0131'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE
 DF0131'AT APPLING, ABOUT 0.2 MILE NORTH OF THE NORTH ENTRANCE TO
 DF0131'PHINIZY ELEMENTARY SCHOOL WEST OF THE HIGHWAY, 31 FEET EAST OF
 DF0131'THE CENTER LINE OF HIGHWAY, AT THE BOTTOM OF HIGHWAY GRADES,
 DF0131'1 FOOT WEST OF A WIRE FENCE, 80 FEET SOUTH OF THE EAST END OF
 DF0131'A 24-INCH PIPE CULVERT WITH HEAD WALL, 138 1/2 FEET SOUTH OF
 DF0131'POWER LINE POLE 220 WITH BRACE POLE ACROSS THE HIGHWAY, 100
 DF0131'FEET NORTHEAST OF CABLE LINE POLE 211, 2.3 FEET NORTH OF A STEEL
 DF0131'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 DF0131'CONCRETE POST PROJECTING 3 INCHES.
 DF0131
 DF0131                          STATION RECOVERY (1976)
 DF0131
 DF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0131'RECOVERED IN GOOD CONDITION.
 DF0131
 DF0131                          STATION RECOVERY (2003)
 DF0131
 DF0131'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 DF0131'ORIGINAL WITNESS DESTROYED BUT ORANGE WP HAS REPLCED THE PREVIOUS
 DF0131'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0412 ***********************************************************************
 DF0412  DESIGNATION -  C 264
 DF0412  PID         -  DF0412
 DF0412  STATE/COUNTY-  GA/WILKES
 DF0412  USGS QUAD   -  AONIA (1981)
 DF0412
 DF0412                         *CURRENT SURVEY CONTROL
 DF0412  ___________________________________________________________________
 DF0412* NAD 83(1986)-  33 43 25.     (N)    082 35 16.     (W)     SCALED    
 DF0412* NAVD 88     -       165.315  (meters)     542.37   (feet)  ADJUSTED  
 DF0412  ___________________________________________________________________
 DF0412  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF0412  DYNAMIC HT  -         165.144 (meters)     541.81  (feet)  COMP
 DF0412  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 DF0412
 DF0412  VERT ORDER  -  SECOND    CLASS 0
 DF0412
 DF0412.The horizontal coordinates were scaled from a topographic map and have
 DF0412.an estimated accuracy of +/- 6 seconds.
 DF0412
 DF0412.The orthometric height was determined by differential leveling
 DF0412.and adjusted by the National Geodetic Survey in June 1991..
 DF0412
 DF0412.The geoid height was determined by GEOID03.
 DF0412
 DF0412.The dynamic height is computed by dividing the NAVD 88
 DF0412.geopotential number by the normal gravity value computed on the
 DF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0412.degrees latitude (g = 980.6199 gals.).
 DF0412
 DF0412.The modeled gravity was interpolated from observed gravity values.
 DF0412
 DF0412;                    North         East    Units  Estimated Accuracy
 DF0412;SPC GA E     -   412,930.      160,970.      MT  (+/- 180 meters Scaled)
 DF0412
 DF0412                          SUPERSEDED SURVEY CONTROL
 DF0412
 DF0412  NGVD 29 (??/??/92)  165.466  (m)          542.87   (f) ADJ UNCH    2 0
 DF0412
 DF0412.Superseded values are not recommended for survey control.
 DF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0412.See file dsdata.txt to determine how the superseded data were derived.
 DF0412
 DF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT528326(NAD 83)
 DF0412_MARKER: DB = BENCH MARK DISK
 DF0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0412_SP_SET: CULVERT
 DF0412_STAMPING: C 264 1960
 DF0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0412
 DF0412  HISTORY     - Date     Condition        Report By
 DF0412  HISTORY     - 1960     MONUMENTED       CGS
 DF0412  HISTORY     - 1976     GOOD             NGS
 DF0412
 DF0412                          STATION DESCRIPTION
 DF0412
 DF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DF0412'9.4 MI E FROM WASHINGTON.
 DF0412'ABOUT 1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 78 FROM THE
 DF0412'COURTHOUSE AT WASHINGTON, THENCE ABOUT 7.8 MILES EAST ALONG U.S.
 DF0412'HIGHWAY 378, ABOUT 8.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 378
 DF0412'FROM THE PRESBYTERIAN CHURCH AT LINCOLNTON, LINCOLN COUNTY, 0.3
 DF0412'MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTH, 0.15
 DF0412'MILE EAST OF THE JUNCTION OF A GRADED ROAD LEADING NORTH, 39 FEET
 DF0412'NORTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE EAST END
 DF0412'OF THE NORTH HEAD WALL TO A 4-FOOT CONCRETE BOX CULVERT, 1 FOOT
 DF0412'WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 4 FEET BELOW THE
 DF0412'LEVEL OF THE HIGHWAY.
 DF0412
 DF0412                          STATION RECOVERY (1976)
 DF0412
 DF0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1294 ***********************************************************************
 BS1294  DESIGNATION -  C 267 RESET
 BS1294  PID         -  BS1294
 BS1294  STATE/COUNTY-  GA/WARE
 BS1294  USGS QUAD   -  WAYCROSS EAST (1988)
 BS1294
 BS1294                         *CURRENT SURVEY CONTROL
 BS1294  ___________________________________________________________________
 BS1294* NAD 83(1986)-  31 14 09.     (N)    082 19 35.     (W)     SCALED    
 BS1294* NAVD 88     -        26.77   (+/-2cm)      87.8    (feet)  VERTCON   
 BS1294  ___________________________________________________________________
 BS1294  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BS1294  OBS GRAVITY -     979,425.7   (mgal)                       GRAV_OBS
 BS1294
 BS1294  VERT ORDER  -  THIRD (See Below)
 BS1294
 BS1294.The horizontal coordinates were scaled from a topographic map and have
 BS1294.an estimated accuracy of +/- 6 seconds.
 BS1294
 BS1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BS1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BS1294.The vertical order pertains to the NGVD 29 superseded value.
 BS1294
 BS1294.The geoid height was determined by GEOID03.
 BS1294.The observed gravity was obtained from relative gravimeter ties
 BS1294.to the IGSN71 gravity network.
 BS1294
 BS1294;                    North         East    Units  Estimated Accuracy
 BS1294;SPC GA E     -   137,010.      184,790.      MT  (+/- 180 meters Scaled)
 BS1294
 BS1294                          SUPERSEDED SURVEY CONTROL
 BS1294
 BS1294  NGVD 29 (11/20/03)   27.04   (m)           88.7    (f) RESET       3  
 BS1294
 BS1294.Superseded values are not recommended for survey control.
 BS1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1294.See file dsdata.txt to determine how the superseded data were derived.
 BS1294
 BS1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ736564(NAD 83)
 BS1294_MARKER: DB = BENCH MARK DISK
 BS1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1294_STAMPING: C 267 RESET 1978
 BS1294_PROJECTION: FLUSH
 BS1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1294+STABILITY: SURFACE MOTION
 BS1294
 BS1294  HISTORY     - Date     Condition        Report By
 BS1294  HISTORY     - 1978     MONUMENTED       NGS
 BS1294
 BS1294                          STATION DESCRIPTION
 BS1294
 BS1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BS1294'2.3 MI NE FROM WAYCROSS.
 BS1294'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM ITS JUNCTION WITH
 BS1294'U.S. HIGHWAY 1 AND 23 IN DOWNTOWN WAYCROSS, 95.0 FEET NORTHWEST
 BS1294'OF THE CENTER OF U.S. HIGHWAY 82, 34.5 FEET SOUTH OF THE CENTER
 BS1294'OF CYCLONE WIRE GATE, APPROXIMATELY 240.0 FEET SOUTHWEST OF THE
 BS1294'SOUTHWEST CORNER OF CONCRETE BRIDGE OVER A SLOUGH, 23.0 FEET
 BS1294'SOUTHWEST OF THE CENTER OF A SAND FILL ROAD TO THE PAFFORD SAND
 BS1294'COMPANY, 8.0 FEET NORTHWEST OF THE RIGHT-OF-WAY LINE, AND 1.5
 BS1294'FEET NORTHEAST OF A CYCLONE WIRE FENCE.
 BS1294'THE MARK IS 1.2 FT  NW FROM A WITNESS POST.
 BS1294'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0248 ***********************************************************************
 BS0248  DESIGNATION -  C 268
 BS0248  PID         -  BS0248
 BS0248  STATE/COUNTY-  GA/PIERCE
 BS0248  USGS QUAD   -  SCREVEN (1988)
 BS0248
 BS0248                         *CURRENT SURVEY CONTROL
 BS0248  ___________________________________________________________________
 BS0248* NAD 83(1986)-  31 27 19.     (N)    082 03 26.     (W)     SCALED    
 BS0248* NAVD 88     -        20.231  (meters)      66.37   (feet)  ADJUSTED  
 BS0248  ___________________________________________________________________
 BS0248  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 BS0248  DYNAMIC HT  -          20.207 (meters)      66.30  (feet)  COMP
 BS0248  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BS0248
 BS0248  VERT ORDER  -  FIRST     CLASS II
 BS0248
 BS0248.The horizontal coordinates were scaled from a topographic map and have
 BS0248.an estimated accuracy of +/- 6 seconds.
 BS0248
 BS0248.The orthometric height was determined by differential leveling
 BS0248.and adjusted by the National Geodetic Survey in June 1991..
 BS0248
 BS0248.The geoid height was determined by GEOID03.
 BS0248
 BS0248.The dynamic height is computed by dividing the NAVD 88
 BS0248.geopotential number by the normal gravity value computed on the
 BS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0248.degrees latitude (g = 980.6199 gals.).
 BS0248
 BS0248.The modeled gravity was interpolated from observed gravity values.
 BS0248
 BS0248;                    North         East    Units  Estimated Accuracy
 BS0248;SPC GA E     -   161,330.      210,400.      MT  (+/- 180 meters Scaled)
 BS0248
 BS0248                          SUPERSEDED SURVEY CONTROL
 BS0248
 BS0248  NGVD 29 (??/??/92)   20.500  (m)           67.26   (f) ADJ UNCH    1 2
 BS0248
 BS0248.Superseded values are not recommended for survey control.
 BS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0248.See file dsdata.txt to determine how the superseded data were derived.
 BS0248
 BS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ995805(NAD 83)
 BS0248_MARKER: DB = BENCH MARK DISK
 BS0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0248_STAMPING: C 268 1961
 BS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0248+STABILITY: SURFACE MOTION
 BS0248
 BS0248  HISTORY     - Date     Condition        Report By
 BS0248  HISTORY     - 1961     MONUMENTED       CGS
 BS0248
 BS0248                          STATION DESCRIPTION
 BS0248
 BS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0248'3.4 MI SW FROM SCREVEN.
 BS0248'ABOUT 3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 82 FROM THE CITY
 BS0248'HALL AT SCREVEN, AT THE INTERSECTION OF A SAND ROAD, NEAR THE
 BS0248'SOUTHWEST END OF A 0.15-MILE-LONG BRIDGE OVER LITTLE SATILLA
 BS0248'RIVER, 203 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 197
 BS0248'FEET SOUTHEAST OF THE SOUTH CORNER OF THE BRIDGE, 91 FEET EAST
 BS0248'AND ACROSS SAND ROAD FROM POWER LINE POLE NO. WJ 371, 48 FEET
 BS0248'NORTHEAST OF THE CENTER LINE OF THE SAND ROAD, 1.3 FEET NORTHEAST
 BS0248'OF STEEL WITNESS POST, 18 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BS0248'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 BS0248'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0796 ***********************************************************************
 BR0796  DESIGNATION -  C 269
 BR0796  PID         -  BR0796
 BR0796  STATE/COUNTY-  GA/WAYNE
 BR0796  USGS QUAD   -  JESUP WEST (1988)
 BR0796
 BR0796                         *CURRENT SURVEY CONTROL
 BR0796  ___________________________________________________________________
 BR0796* NAD 83(1986)-  31 36 46.     (N)    081 53 31.     (W)     SCALED    
 BR0796* NAVD 88     -        24.035  (meters)      78.85   (feet)  ADJUSTED  
 BR0796  ___________________________________________________________________
 BR0796  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 BR0796  DYNAMIC HT  -          24.006 (meters)      78.76  (feet)  COMP
 BR0796  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BR0796
 BR0796  VERT ORDER  -  FIRST     CLASS II
 BR0796
 BR0796.The horizontal coordinates were scaled from a topographic map and have
 BR0796.an estimated accuracy of +/- 6 seconds.
 BR0796
 BR0796.The orthometric height was determined by differential leveling
 BR0796.and adjusted by the National Geodetic Survey in June 1991..
 BR0796
 BR0796.The geoid height was determined by GEOID03.
 BR0796
 BR0796.The dynamic height is computed by dividing the NAVD 88
 BR0796.geopotential number by the normal gravity value computed on the
 BR0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0796.degrees latitude (g = 980.6199 gals.).
 BR0796
 BR0796.The modeled gravity was interpolated from observed gravity values.
 BR0796
 BR0796;                    North         East    Units  Estimated Accuracy
 BR0796;SPC GA E     -   178,820.      226,070.      MT  (+/- 180 meters Scaled)
 BR0796
 BR0796                          SUPERSEDED SURVEY CONTROL
 BR0796
 BR0796  NGVD 29 (??/??/92)   24.303  (m)           79.73   (f) ADJ UNCH    1 2
 BR0796
 BR0796.Superseded values are not recommended for survey control.
 BR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0796.See file dsdata.txt to determine how the superseded data were derived.
 BR0796
 BR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ153978(NAD 83)
 BR0796_MARKER: DB = BENCH MARK DISK
 BR0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BR0796_SP_SET: CULVERT
 BR0796_STAMPING: C 269 1961
 BR0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0796
 BR0796  HISTORY     - Date     Condition        Report By
 BR0796  HISTORY     - 1961     MONUMENTED       CGS
 BR0796  HISTORY     - 1966     GOOD             NGS
 BR0796
 BR0796                          STATION DESCRIPTION
 BR0796
 BR0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0796'0.6 MI NW FROM JESUP.
 BR0796'ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY 341 FROM THE INTERSECTION
 BR0796'OF U.S. HIGHWAY 82 AT JESUP, 0.2 MILE SOUTHEAST OF THE JUNCTION
 BR0796'OF STATE HIGHWAY 169, SET ON THE TOP OF THE SOUTHEAST END OF THE
 BR0796'SOUTHWEST CONCRETE HEAD WALL OF AN 18 FEET BOX CULVERT UNDER
 BR0796'THE HIGHWAY, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BR0796'1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL AND 3
 BR0796'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BR0796
 BR0796                          STATION RECOVERY (1966)
 BR0796
 BR0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BR0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0528 ***********************************************************************
 CL0528  DESIGNATION -  C 27
 CL0528  PID         -  CL0528
 CL0528  STATE/COUNTY-  GA/TWIGGS
 CL0528  USGS QUAD   -  JEFFERSONVILLE (1985)
 CL0528
 CL0528                         *CURRENT SURVEY CONTROL
 CL0528  ___________________________________________________________________
 CL0528* NAD 83(1986)-  32 41 13.     (N)    083 20 42.     (W)     SCALED    
 CL0528* NAVD 88     -       159.584  (meters)     523.57   (feet)  ADJUSTED  
 CL0528  ___________________________________________________________________
 CL0528  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CL0528  DYNAMIC HT  -         159.405 (meters)     522.98  (feet)  COMP
 CL0528  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CL0528
 CL0528  VERT ORDER  -  FIRST     CLASS II
 CL0528
 CL0528.The horizontal coordinates were scaled from a topographic map and have
 CL0528.an estimated accuracy of +/- 6 seconds.
 CL0528
 CL0528.The orthometric height was determined by differential leveling
 CL0528.and adjusted by the National Geodetic Survey in June 1991..
 CL0528
 CL0528.The geoid height was determined by GEOID03.
 CL0528
 CL0528.The dynamic height is computed by dividing the NAVD 88
 CL0528.geopotential number by the normal gravity value computed on the
 CL0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0528.degrees latitude (g = 980.6199 gals.).
 CL0528
 CL0528.The modeled gravity was interpolated from observed gravity values.
 CL0528
 CL0528;                    North         East    Units  Estimated Accuracy
 CL0528;SPC GA W     -   298,190.      777,050.      MT  (+/- 180 meters Scaled)
 CL0528
 CL0528                          SUPERSEDED SURVEY CONTROL
 CL0528
 CL0528  NGVD 29 (??/??/92)  159.717  (m)          524.00   (f) ADJ UNCH    1 2
 CL0528
 CL0528.Superseded values are not recommended for survey control.
 CL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0528.See file dsdata.txt to determine how the superseded data were derived.
 CL0528
 CL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS801190(NAD 83)
 CL0528_MARKER: DB = BENCH MARK DISK
 CL0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0528_SP_SET: BUILDING
 CL0528_STAMPING: C 27 1918 ELEV 523.880 FEET
 CL0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0528
 CL0528  HISTORY     - Date     Condition        Report By
 CL0528  HISTORY     - 1918     MONUMENTED       CGS
 CL0528  HISTORY     - 1962     GOOD             NGS
 CL0528  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0528
 CL0528                          STATION DESCRIPTION
 CL0528
 CL0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0528'AT JEFFERSONVILLE.
 CL0528'AT JEFFERSONVILLE, NEAR THE JUNCTION OF NORTH RAILROAD STREET AND
 CL0528'NORTH ASH STREET, SET ON THE TOP OF A CONCRETE BASE AND NEAR THE
 CL0528'SOUTHWEST END OF THE IRON STAIRWAY LEADING UP THE NORTHWEST SIDE
 CL0528'OF A BRICK BUILDING OCCUPIED BY L.V. NORRIS GROCERY STORE, 27
 CL0528'FEET SOUTHEAST OF THE CENTER LINE OF NORTH ASH STREET, 65 FEET
 CL0528'NORTHEAST OF THE CENTER LINE OF NORTH RAILROAD AVENUE, 5.2 FEET
 CL0528'NORTH OF THE WEST CORNER OF THE STORE BUILDING AND 4 INCHES ABOVE
 CL0528'THE LEVEL OF THE GROUND.
 CL0528
 CL0528                          STATION RECOVERY (1977)
 CL0528
 CL0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6187 ***********************************************************************
 CK6187  DESIGNATION -  C 27
 CK6187  PID         -  CK6187
 CK6187  STATE/COUNTY-  GA/CHATHAM
 CK6187  USGS QUAD   -  SAVANNAH (1978)
 CK6187
 CK6187                         *CURRENT SURVEY CONTROL
 CK6187  ___________________________________________________________________
 CK6187* NAD 83(1994)-  32 01 34.92030(N)    081 06 02.79297(W)     ADJUSTED  
 CK6187* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 CK6187  ___________________________________________________________________
 CK6187  X           -     837,295.668 (meters)                     COMP
 CK6187  Y           -  -5,347,332.033 (meters)                     COMP
 CK6187  Z           -   3,362,897.698 (meters)                     COMP
 CK6187  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 CK6187  ELLIP HEIGHT-         -24.22  (meters)          (09/03/97) GPS OBS
 CK6187  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 CK6187
 CK6187  HORZ ORDER  -  SECOND
 CK6187  ELLP ORDER  -  FOURTH    CLASS II
 CK6187
 CK6187.The horizontal coordinates were established by GPS observations
 CK6187.and adjusted by the National Geodetic Survey in September 1997..
 CK6187
 CK6187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6187
 CK6187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6187
 CK6187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6187
 CK6187.The ellipsoidal height was determined by GPS observations
 CK6187.and is referenced to NAD 83.
 CK6187
 CK6187.The geoid height was determined by GEOID03.
 CK6187
 CK6187;                    North         East     Units Scale Factor Converg.
 CK6187;SPC GA E     -   225,136.981   300,683.033   MT  1.00002498   +0 33 55.1
 CK6187;SPC GA E     -   738,636.91    986,490.92   sFT  1.00002498   +0 33 55.1
 CK6187;SPC SC       -    21,414.613   600,078.196   MT  1.00020033   -0 03 21.1
 CK6187;SPC SC       -    70,257.92  1,968,760.49   iFT  1.00020033   -0 03 21.1
 CK6187;UTM  17      - 3,543,362.693   490,483.908   MT  0.99960112   -0 03 12.4
 CK6187
 CK6187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6187!SPC GA E     -   1.00000380  x   1.00002498  =   1.00002878
 CK6187!SPC SC       -   1.00000380  x   1.00020033  =   1.00020413
 CK6187!UTM  17      -   1.00000380  x   0.99960112  =   0.99960492
 CK6187
 CK6187                          SUPERSEDED SURVEY CONTROL
 CK6187
 CK6187  NAD 83(1986)-  32 01 34.93426(N)    081 06 02.80681(W) AD(       ) 2
 CK6187  NGVD 29 (03/03/92)    7.2    (m)           24.     (f) GPS OBS        
 CK6187
 CK6187.Superseded values are not recommended for survey control.
 CK6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6187.See file dsdata.txt to determine how the superseded data were derived.
 CK6187
 CK6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9048443363(NAD 83)
 CK6187_MARKER: DD = SURVEY DISK
 CK6187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6187_SP_SET: CONCRETE POST
 CK6187_STAMPING: C 27 MARCH 1990
 CK6187_MARK LOGO: GA4910
 CK6187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6187+STABILITY: SURFACE MOTION
 CK6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6187+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 CK6187
 CK6187  HISTORY     - Date     Condition        Report By
 CK6187  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6187  HISTORY     - 19991028 GOOD             USPSQD
 CK6187  HISTORY     - 20000912 GOOD             SCGS
 CK6187  HISTORY     - 20020223 GOOD             USPSQD
 CK6187
 CK6187                          STATION DESCRIPTION
 CK6187
 CK6187'DESCRIBED BY GEONEX 1990
 CK6187'STATION IS LOCATED IN THE CENTRAL PART OF SAVANNAH ALONG DE RENNE
 CK6187'AVENUE (STATE LOOP 26), APPROXIMATELY 0.3 MI (0.48 KM) EAST OF STATE
 CK6187'HIGHWAY 204 (ABERCORN STREET).
 CK6187'TO REACH STATION C 27 FROM THE INTERSECTION OF STATE HIGHWAY 204
 CK6187'(ABERCORN STREET),  AND DE RENNE AVENUE (STATE LOOP 26), GO
 CK6187'SOUTHEASTERLY ALONG DE RENNE AVENUE (STATE LOOP 26) FOR 0.3 MI
 CK6187'(0.48 KM) TO THE INTERSECTION WITH REYNOLDS STREET. TURN LEFT AND GO
 CK6187'NORTHEASTERLY ALONG REYNOLDS STREET FOR 0.05 MI (0.08 KM) TO THE
 CK6187'FIRST ENTRANCE TO A PARKING LOT (FOR 5354 REYNOLDS STREET) ON THE
 CK6187'RIGHT.  TURN RIGHT AND ENTER LARGE PARKING LOT AND GO EASTERLY
 CK6187'FOLLOWING THE SOUTHERN EDGE OF PARKING LOT FOR APPROXIMATELY 0.05 MI
 CK6187'(0.08 KM) TO THE STATION ON THE RIGHT.
 CK6187'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6187'STAMPED ---C 27  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6187'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6187'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6187'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6187'LOCATED NORTH OF THE SIDEWALK ALONG THE NORTH EDGE OF DE RENNE AVENUE
 CK6187'(STATE LOOP 26), APPROXIMATELY 300 FT (91.44 M) EAST OF THE
 CK6187'CENTERLINE OF REYNOLDS STREET, 213 DEGREES AZIMUTH, 18.9 FT (5.76 M)
 CK6187'FROM A PK NAIL W/ SHINER IN SOUTH EDGE OF THE PARKING LOT, 63 DEGREES
 CK6187'AZIMUTH, 12.8 FT (3.90 M) FROM A PK NAIL W/ SHINER IN THE NORTH EDGE
 CK6187'OF DE RENNE AVENUE, 325 DEGREES AZIMUTH, 17.2 FT (5.24 M) FROM A PK
 CK6187'NAIL W/ SHINER IN THE NORTH EDGE OF DE RENNE AVENUE, AND 127 DEGREES
 CK6187'AZIMUTH, 29.5 FT (8.99 M) FROM A SOUTHERN BELL MANHOLE.
 CK6187
 CK6187                          STATION RECOVERY (1999)
 CK6187
 CK6187'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK6187'RECOVERED IN GOOD CONDITION.
 CK6187
 CK6187                          STATION RECOVERY (2000)
 CK6187
 CK6187'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6187'STATION IS LOCATED 5.0 MILES (8.0 KM) SOUTH OF SAVANNAH.
 CK6187'OWNERSHIP--GADOT.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK6187'HIGHWAYS 21 (END) , (DERENNE AVENUE) AND 204 (ABERCORN STREET) , 4.0
 CK6187'MILES (6.4 KM) SOUTH OF SAVANNAH, GO EAST SOUTHEAST ON DERENNE AVENUE
 CK6187'FOR 0.45 MILE (0.72 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST
 CK6187'ANGLE OF A DRIVEWAY LEADING TO CANDLER HOSPITAL.  STATION IS A
 CK6187'CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND 1.0 FOOT (0.3 M) ABOVE
 CK6187'DERENNE AVENUE, 8.2 FEET (2.5 M) NORTH NORTHEAST OF THE SOUTH EDGE OF
 CK6187'THE CURB OF THE HIGHWAY, 1.2 FEET (0.4 M) NORTH NORTHEAST OF THE NORTH
 CK6187'EDGE OF THE SIDEWALK FOR THE HIGHWAY, 81.6 FEET (24.9 M) WEST
 CK6187'NORTHWEST OF AN IRON MANHOLE COVER IN THE SIDEWALK, 29.5 FEET (9.0 M)
 CK6187'SOUTHEAST OF AN IRON MANHOLE COVER, 92.5 FEET (28.2 M) WEST NORTHWEST
 CK6187'OF THE SOUTH END OF THE HOSPITAL SIGN, 18.8 FEET (5.7 M) SOUTH
 CK6187'SOUTHWEST OF THE NORTH EDGE OF THE CURB FOR A PARKING LOT FOR THE
 CK6187'HOSPITAL.  RECOVERED J.B.  SMOAK.
 CK6187
 CK6187                          STATION RECOVERY (2002)
 CK6187
 CK6187'RECOVERY NOTE BY US POWER SQUADRON 2002 (ACM)
 CK6187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0291 ***********************************************************************
 BS0291  DESIGNATION -  C 270
 BS0291  PID         -  BS0291
 BS0291  STATE/COUNTY-  GA/APPLING
 BS0291  USGS QUAD   -  BAXLEY (1988)
 BS0291
 BS0291                         *CURRENT SURVEY CONTROL
 BS0291  ___________________________________________________________________
 BS0291* NAD 83(1986)-  31 45 21.     (N)    082 17 01.     (W)     SCALED    
 BS0291* NAVD 88     -        59.660  (meters)     195.73   (feet)  ADJUSTED  
 BS0291  ___________________________________________________________________
 BS0291  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BS0291  DYNAMIC HT  -          59.590 (meters)     195.50  (feet)  COMP
 BS0291  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 BS0291
 BS0291  VERT ORDER  -  FIRST     CLASS II
 BS0291
 BS0291.The horizontal coordinates were scaled from a topographic map and have
 BS0291.an estimated accuracy of +/- 6 seconds.
 BS0291
 BS0291.The orthometric height was determined by differential leveling
 BS0291.and adjusted by the National Geodetic Survey in June 1991..
 BS0291
 BS0291.The geoid height was determined by GEOID03.
 BS0291
 BS0291.The dynamic height is computed by dividing the NAVD 88
 BS0291.geopotential number by the normal gravity value computed on the
 BS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0291.degrees latitude (g = 980.6199 gals.).
 BS0291
 BS0291.The modeled gravity was interpolated from observed gravity values.
 BS0291
 BS0291;                    North         East    Units  Estimated Accuracy
 BS0291;SPC GA E     -   194,650.      188,920.      MT  (+/- 180 meters Scaled)
 BS0291
 BS0291                          SUPERSEDED SURVEY CONTROL
 BS0291
 BS0291  NGVD 29 (??/??/92)   59.915  (m)          196.57   (f) ADJ UNCH    1 2
 BS0291
 BS0291.Superseded values are not recommended for survey control.
 BS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0291.See file dsdata.txt to determine how the superseded data were derived.
 BS0291
 BS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR784140(NAD 83)
 BS0291_MARKER: DB = BENCH MARK DISK
 BS0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0291_SP_SET: CONCRETE CULVERT
 BS0291_STAMPING: C 270 1961
 BS0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0291
 BS0291  HISTORY     - Date     Condition        Report By
 BS0291  HISTORY     - 1961     MONUMENTED       CGS
 BS0291
 BS0291                          STATION DESCRIPTION
 BS0291
 BS0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0291'4.2 MI E FROM BAXLEY.
 BS0291'ABOUT 4.15 MILES EAST ALONG U.S. HIGHWAY 341 FROM THE FIRST
 BS0291'BAPTIST CHURCH AT BAXLEY, 0.15 MILE EAST OF THE JUNCTION OF A
 BS0291'GRADED ROAD LEADING SOUTH, 0.15 MILE EAST OF THE BAXLEY FOREST
 BS0291'SERVICE HDQ. BUILDING, SET ON THE TOP OF THE EAST END OF THE
 BS0291'SOUTH CONCRETE HEAD WALL OF AN 18 FOOT BOX CULVERT UNDER THE
 BS0291'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1
 BS0291'FOOT WEST OF THE EAST END OF THE HEAD WALL AND ABOUT LEVEL
 BS0291'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0230 ***********************************************************************
 BS0230  DESIGNATION -  C 271
 BS0230  PID         -  BS0230
 BS0230  STATE/COUNTY-  GA/BACON
 BS0230  USGS QUAD   -  MERSHON (1971)
 BS0230
 BS0230                         *CURRENT SURVEY CONTROL
 BS0230  ___________________________________________________________________
 BS0230* NAD 83(1986)-  31 29 53.     (N)    082 18 10.     (W)     SCALED    
 BS0230* NAVD 88     -        52.319  (meters)     171.65   (feet)  ADJUSTED  
 BS0230  ___________________________________________________________________
 BS0230  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BS0230  DYNAMIC HT  -          52.257 (meters)     171.45  (feet)  COMP
 BS0230  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 BS0230
 BS0230  VERT ORDER  -  SECOND    CLASS 0
 BS0230
 BS0230.The horizontal coordinates were scaled from a topographic map and have
 BS0230.an estimated accuracy of +/- 6 seconds.
 BS0230
 BS0230.The orthometric height was determined by differential leveling
 BS0230.and adjusted by the National Geodetic Survey in June 1991..
 BS0230
 BS0230.The geoid height was determined by GEOID03.
 BS0230
 BS0230.The dynamic height is computed by dividing the NAVD 88
 BS0230.geopotential number by the normal gravity value computed on the
 BS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0230.degrees latitude (g = 980.6199 gals.).
 BS0230
 BS0230.The modeled gravity was interpolated from observed gravity values.
 BS0230
 BS0230;                    North         East    Units  Estimated Accuracy
 BS0230;SPC GA E     -   166,070.      187,070.      MT  (+/- 180 meters Scaled)
 BS0230
 BS0230                          SUPERSEDED SURVEY CONTROL
 BS0230
 BS0230  NGVD 29 (??/??/92)   52.589  (m)          172.54   (f) ADJ UNCH    2 0
 BS0230
 BS0230.Superseded values are not recommended for survey control.
 BS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0230.See file dsdata.txt to determine how the superseded data were derived.
 BS0230
 BS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ762855(NAD 83)
 BS0230_MARKER: DB = BENCH MARK DISK
 BS0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0230_SP_SET: CULVERT
 BS0230_STAMPING: C 271 1962
 BS0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0230
 BS0230  HISTORY     - Date     Condition        Report By
 BS0230  HISTORY     - 1962     MONUMENTED       CGS
 BS0230  HISTORY     - 1968     GOOD             NGS
 BS0230
 BS0230                          STATION DESCRIPTION
 BS0230
 BS0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0230'0.8 MI SE FROM COFFEE.
 BS0230'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE
 BS0230'WESLEYAN METHODIST CHURCH AT COFFEE, ABOUT 3.65 MILES NORTHWEST
 BS0230'OF A BLACK TOP ROAD INTERSECTION AT MERSHON, 0.3 MILE NORTHWEST
 BS0230'OF THE JUNCTION OF A GRADED SAND ROAD LEADING NORTHEAST, SET
 BS0230'ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 BS0230'WALL OF AN 8-FOOT BOX CULVERT UNDER THE HIGHWAY, 19 FEET
 BS0230'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST
 BS0230'OF THE SOUTHEAST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE
 BS0230'HIGHWAY.
 BS0230
 BS0230                          STATION RECOVERY (1968)
 BS0230
 BS0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0787 ***********************************************************************
 CL0787  DESIGNATION -  C 272
 CL0787  PID         -  CL0787
 CL0787  STATE/COUNTY-  GA/DODGE
 CL0787  USGS QUAD   -  LAKE CYPRESS (1972)
 CL0787
 CL0787                         *CURRENT SURVEY CONTROL
 CL0787  ___________________________________________________________________
 CL0787* NAD 83(1986)-  32 05 12.     (N)    083 10 32.     (W)     SCALED    
 CL0787* NAVD 88     -        87.255  (meters)     286.27   (feet)  ADJUSTED  
 CL0787  ___________________________________________________________________
 CL0787  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CL0787  DYNAMIC HT  -          87.154 (meters)     285.94  (feet)  COMP
 CL0787  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 CL0787
 CL0787  VERT ORDER  -  FIRST     CLASS II
 CL0787
 CL0787.The horizontal coordinates were scaled from a topographic map and have
 CL0787.an estimated accuracy of +/- 6 seconds.
 CL0787
 CL0787.The orthometric height was determined by differential leveling
 CL0787.and adjusted by the National Geodetic Survey in June 1991..
 CL0787
 CL0787.The geoid height was determined by GEOID03.
 CL0787
 CL0787.The dynamic height is computed by dividing the NAVD 88
 CL0787.geopotential number by the normal gravity value computed on the
 CL0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0787.degrees latitude (g = 980.6199 gals.).
 CL0787
 CL0787.The modeled gravity was interpolated from observed gravity values.
 CL0787
 CL0787;                    North         East    Units  Estimated Accuracy
 CL0787;SPC GA E     -   231,770.      104,760.      MT  (+/- 180 meters Scaled)
 CL0787
 CL0787                          SUPERSEDED SURVEY CONTROL
 CL0787
 CL0787  NGVD 29 (??/??/92)   87.466  (m)          286.96   (f) ADJ UNCH    1 2
 CL0787
 CL0787.Superseded values are not recommended for survey control.
 CL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0787.See file dsdata.txt to determine how the superseded data were derived.
 CL0787
 CL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR946521(NAD 83)
 CL0787_MARKER: DB = BENCH MARK DISK
 CL0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0787_STAMPING: C 272 1961
 CL0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0787+STABILITY: SURFACE MOTION
 CL0787
 CL0787  HISTORY     - Date     Condition        Report By
 CL0787  HISTORY     - 1961     MONUMENTED       CGS
 CL0787  HISTORY     - 1977     GOOD             LOCENG
 CL0787  HISTORY     - 1979     GOOD             NGS
 CL0787
 CL0787                          STATION DESCRIPTION
 CL0787
 CL0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CL0787'7 MI N FROM RHINE.
 CL0787'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE
 CL0787'INTERSECTION OF U.S. HIGHWAY 280 AT RHINE, ABOUT 7.6 MILES SOUTH
 CL0787'ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF U.S. HIGHWAY 23
 CL0787'AT EASTMAN, 1.0 MILE SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD
 CL0787'LEADING TO MILAN, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CL0787'199 FEET SOUTHEAST OF THE EAST END OF A 30 INCH PIPE CULVERT
 CL0787'UNDER THE HIGHWAY, 2 1/2  FEET NORTH OF A POWER LINE POLE, 4 FEET
 CL0787'WEST OF A RIGHT-OF-WAY FENCE LINE, IN LINE WITH A ROW OF POLES,
 CL0787'1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 CL0787'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CL0787'ABOVE THE LEVEL OF THE GROUND.
 CL0787
 CL0787                          STATION RECOVERY (1977)
 CL0787
 CL0787'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 CL0787'RECOVERED IN GOOD CONDITION.
 CL0787
 CL0787                          STATION RECOVERY (1979)
 CL0787
 CL0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CL0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0944 ***********************************************************************
 BS0944  DESIGNATION -  C 273
 BS0944  PID         -  BS0944
 BS0944  STATE/COUNTY-  GA/WILCOX
 BS0944  USGS QUAD   -  ABBEVILLE SOUTH (1974)
 BS0944
 BS0944                         *CURRENT SURVEY CONTROL
 BS0944  ___________________________________________________________________
 BS0944* NAD 83(1986)-  31 56 07.     (N)    083 16 19.     (W)     SCALED    
 BS0944* NAVD 88     -        57.027  (meters)     187.10   (feet)  ADJUSTED  
 BS0944  ___________________________________________________________________
 BS0944  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BS0944  DYNAMIC HT  -          56.961 (meters)     186.88  (feet)  COMP
 BS0944  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 BS0944
 BS0944  VERT ORDER  -  FIRST     CLASS II
 BS0944
 BS0944.The horizontal coordinates were scaled from a topographic map and have
 BS0944.an estimated accuracy of +/- 6 seconds.
 BS0944
 BS0944.The orthometric height was determined by differential leveling
 BS0944.and adjusted by the National Geodetic Survey in June 1991..
 BS0944
 BS0944.The geoid height was determined by GEOID03.
 BS0944
 BS0944.The dynamic height is computed by dividing the NAVD 88
 BS0944.geopotential number by the normal gravity value computed on the
 BS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0944.degrees latitude (g = 980.6199 gals.).
 BS0944
 BS0944.The modeled gravity was interpolated from observed gravity values.
 BS0944
 BS0944;                    North         East    Units  Estimated Accuracy
 BS0944;SPC GA W     -   214,890.      784,600.      MT  (+/- 180 meters Scaled)
 BS0944
 BS0944                          SUPERSEDED SURVEY CONTROL
 BS0944
 BS0944  NGVD 29 (??/??/92)   57.245  (m)          187.81   (f) ADJ UNCH    1 2
 BS0944
 BS0944.Superseded values are not recommended for survey control.
 BS0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0944.See file dsdata.txt to determine how the superseded data were derived.
 BS0944
 BS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR852355(NAD 83)
 BS0944_MARKER: DB = BENCH MARK DISK
 BS0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0944_SP_SET: CULVERT
 BS0944_STAMPING: C 273 1961
 BS0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0944
 BS0944  HISTORY     - Date     Condition        Report By
 BS0944  HISTORY     - 1961     MONUMENTED       CGS
 BS0944  HISTORY     - 1979     GOOD             NGS
 BS0944
 BS0944                          STATION DESCRIPTION
 BS0944
 BS0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BS0944'4.6 MI SE FROM ABBEVILLE.
 BS0944'ABOUT 4.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 129 FROM THE
 BS0944'COURTHOUSE AT ABBEVILLE, 0.25 MILE SOUTHEAST OF THE JUNCTION OF A
 BS0944'GRADED ROAD LEADING SOUTHWEST, SET ON THE TOP OF THE NORTHWEST
 BS0944'END OF THE NORTHEAST CONCRETE HEAD WALL OF A 28 FOOT TRIPLE BOX
 BS0944'TYPE CULVERT UNDER THE HIGHWAY, 25.5 FEET NORTHEAST OF THE CENTER
 BS0944'LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 BS0944'HEAD WALL AND 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BS0944
 BS0944                          STATION RECOVERY (1979)
 BS0944
 BS0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0211 ***********************************************************************
 BS0211  DESIGNATION -  C 274
 BS0211  PID         -  BS0211
 BS0211  STATE/COUNTY-  GA/PIERCE
 BS0211  USGS QUAD   -  PATTERSON (1971)
 BS0211
 BS0211                         *CURRENT SURVEY CONTROL
 BS0211  ___________________________________________________________________
 BS0211* NAD 83(1986)-  31 25 30.     (N)    082 10 31.     (W)     SCALED    
 BS0211* NAVD 88     -        40.145  (meters)     131.71   (feet)  ADJUSTED  
 BS0211  ___________________________________________________________________
 BS0211  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BS0211  DYNAMIC HT  -          40.096 (meters)     131.55  (feet)  COMP
 BS0211  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 BS0211
 BS0211  VERT ORDER  -  SECOND    CLASS 0
 BS0211
 BS0211.The horizontal coordinates were scaled from a topographic map and have
 BS0211.an estimated accuracy of +/- 6 seconds.
 BS0211
 BS0211.The orthometric height was determined by differential leveling
 BS0211.and adjusted by the National Geodetic Survey in June 1991..
 BS0211
 BS0211.The geoid height was determined by GEOID03.
 BS0211
 BS0211.The dynamic height is computed by dividing the NAVD 88
 BS0211.geopotential number by the normal gravity value computed on the
 BS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0211.degrees latitude (g = 980.6199 gals.).
 BS0211
 BS0211.The modeled gravity was interpolated from observed gravity values.
 BS0211
 BS0211;                    North         East    Units  Estimated Accuracy
 BS0211;SPC GA E     -   157,970.      199,180.      MT  (+/- 180 meters Scaled)
 BS0211
 BS0211                          SUPERSEDED SURVEY CONTROL
 BS0211
 BS0211  NGVD 29 (??/??/92)   40.412  (m)          132.59   (f) ADJ UNCH    2 0
 BS0211
 BS0211.Superseded values are not recommended for survey control.
 BS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0211.See file dsdata.txt to determine how the superseded data were derived.
 BS0211
 BS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ882773(NAD 83)
 BS0211_MARKER: DB = BENCH MARK DISK
 BS0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0211_SP_SET: CULVERT
 BS0211_STAMPING: C 274 1961
 BS0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0211
 BS0211  HISTORY     - Date     Condition        Report By
 BS0211  HISTORY     - 1961     MONUMENTED       CGS
 BS0211  HISTORY     - 1962     GOOD             NGS
 BS0211  HISTORY     - 1968     GOOD             NGS
 BS0211
 BS0211                          STATION DESCRIPTION
 BS0211
 BS0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0211'3.2 MI NW FROM PATTERSON.
 BS0211'ABOUT 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM THE
 BS0211'INTERSECTION OF U.S. HIGHWAY 82 AT PATTERSON, ABOUT 0.2 MILE
 BS0211'NORTHWEST OF THE JUNCTION OF A GRADED ROAD LEADING NORTHWEST,
 BS0211'ON TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL
 BS0211'OF A FIVE FOOT BOX CULVERT UNDER THE HIGHWAY, 15 FEET NORTHEAST OF
 BS0211'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE
 BS0211'NORTHWEST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BS0211'NOTE-- THIS MARK MAY BE REACHED BY GOING 2.85 MILES SOUTHEAST
 BS0211'ALONG STATE HIGHWAY 32 FROM THE INTERSECTION WITH STATE HIGHWAY
 BS0211'121 AT BRISTOL.
 BS0211
 BS0211                          STATION RECOVERY (1968)
 BS0211
 BS0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BS0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1127 ***********************************************************************
 BS1127  DESIGNATION -  C 275 RESET 1974
 BS1127  PID         -  BS1127
 BS1127  STATE/COUNTY-  GA/IRWIN
 BS1127  USGS QUAD   -  FITZGERALD WEST (1987)
 BS1127
 BS1127                         *CURRENT SURVEY CONTROL
 BS1127  ___________________________________________________________________
 BS1127* NAD 83(1986)-  31 38 47.     (N)    083 20 06.     (W)     SCALED    
 BS1127* NAVD 88     -       111.488  (meters)     365.77   (feet)  ADJUSTED  
 BS1127  ___________________________________________________________________
 BS1127  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BS1127  DYNAMIC HT  -         111.354 (meters)     365.33  (feet)  COMP
 BS1127  MODELED GRAV-     979,439.5   (mgal)                       NAVD 88
 BS1127
 BS1127  VERT ORDER  -  FIRST     CLASS II
 BS1127
 BS1127.The horizontal coordinates were scaled from a topographic map and have
 BS1127.an estimated accuracy of +/- 6 seconds.
 BS1127
 BS1127.The orthometric height was determined by differential leveling
 BS1127.and adjusted by the National Geodetic Survey in June 1991..
 BS1127
 BS1127.The geoid height was determined by GEOID03.
 BS1127
 BS1127.The dynamic height is computed by dividing the NAVD 88
 BS1127.geopotential number by the normal gravity value computed on the
 BS1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1127.degrees latitude (g = 980.6199 gals.).
 BS1127
 BS1127.The modeled gravity was interpolated from observed gravity values.
 BS1127
 BS1127;                    North         East    Units  Estimated Accuracy
 BS1127;SPC GA W     -   182,810.      778,880.      MT  (+/- 180 meters Scaled)
 BS1127
 BS1127                          SUPERSEDED SURVEY CONTROL
 BS1127
 BS1127.No superseded survey control is available for this station.
 BS1127
 BS1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR785036(NAD 83)
 BS1127_MARKER: DB = BENCH MARK DISK
 BS1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1127_SP_SET: CONCRETE MONUMENT
 BS1127_STAMPING: C 275 RESET 1974
 BS1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1127
 BS1127  HISTORY     - Date     Condition        Report By
 BS1127  HISTORY     - 1974     MONUMENTED       NGS
 BS1127  HISTORY     - 1979     GOOD             NGS
 BS1127
 BS1127                          STATION DESCRIPTION
 BS1127
 BS1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1127'2.6 MI NW FROM MYSTIC.
 BS1127'1.9 MILES EAST ALONG STATE HIGHWAY 32 FROM IRWINVILLE, THENCE EAST
 BS1127'AND NORTHEAST ALONG STATE HIGHWAY 107 FOR 0.9 MILE TO A SIDE
 BS1127'ROAD RIGHT, THENCE EAST ALONG ROAD 0.1 MILE TO A SIDE DIRT ROAD
 BS1127'TO THE SOUTH, 233 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 BS1127'107, 50 FEET NORTH OF THE CENTER OF ROAD JUNCTION, 26 FEET
 BS1127'SOUTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 5 FEET EAST OF
 BS1127'A WIRE FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, ON THE ROAD
 BS1127'RIGHT-OF-WAY LINE AND A STANDARD DISK SET IN THE TOP OF A 15-INCH
 BS1127'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.
 BS1127
 BS1127                          STATION RECOVERY (1979)
 BS1127
 BS1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BS1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0549 ***********************************************************************
 CL0549  DESIGNATION -  C 276
 CL0549  PID         -  CL0549
 CL0549  STATE/COUNTY-  GA/TWIGGS
 CL0549  USGS QUAD   -  JEFFERSONVILLE (1985)
 CL0549
 CL0549                         *CURRENT SURVEY CONTROL
 CL0549  ___________________________________________________________________
 CL0549* NAD 83(1986)-  32 37 39.     (N)    083 15 53.     (W)     SCALED    
 CL0549* NAVD 88     -       106.595  (meters)     349.72   (feet)  ADJUSTED  
 CL0549  ___________________________________________________________________
 CL0549  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CL0549  DYNAMIC HT  -         106.474 (meters)     349.32  (feet)  COMP
 CL0549  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CL0549
 CL0549  VERT ORDER  -  FIRST     CLASS II
 CL0549
 CL0549.The horizontal coordinates were scaled from a topographic map and have
 CL0549.an estimated accuracy of +/- 6 seconds.
 CL0549
 CL0549.The orthometric height was determined by differential leveling
 CL0549.and adjusted by the National Geodetic Survey in June 1991..
 CL0549
 CL0549.The geoid height was determined by GEOID03.
 CL0549
 CL0549.The dynamic height is computed by dividing the NAVD 88
 CL0549.geopotential number by the normal gravity value computed on the
 CL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0549.degrees latitude (g = 980.6199 gals.).
 CL0549
 CL0549.The modeled gravity was interpolated from observed gravity values.
 CL0549
 CL0549;                    North         East    Units  Estimated Accuracy
 CL0549;SPC GA W     -   291,650.      784,640.      MT  (+/- 180 meters Scaled)
 CL0549
 CL0549                          SUPERSEDED SURVEY CONTROL
 CL0549
 CL0549  NGVD 29 (??/??/92)  106.737  (m)          350.19   (f) ADJ UNCH    1 2
 CL0549
 CL0549.Superseded values are not recommended for survey control.
 CL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0549.See file dsdata.txt to determine how the superseded data were derived.
 CL0549
 CL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS875122(NAD 83)
 CL0549_MARKER: DB = BENCH MARK DISK
 CL0549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CL0549_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CL0549_STAMPING: C 276 1962
 CL0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0549
 CL0549  HISTORY     - Date     Condition        Report By
 CL0549  HISTORY     - 1962     MONUMENTED       CGS
 CL0549  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0549
 CL0549                          STATION DESCRIPTION
 CL0549
 CL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0549'2 MI NW FROM DANVILLE.
 CL0549'ABOUT 1.95 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0549'FROM THE POST OFFICE AT DANVILLE, 0.2 MILE SOUTHEAST OF MILEPOST
 CL0549'29, 0.15 MILE NORTHWEST OF THE NORTHWEST END OF A 300 FOOT LONG
 CL0549'WOODEN BRIDGE OVER TURKEY CREEK, 25.7 FEET SOUTHWEST OF THE
 CL0549'SOUTHWEST RAIL OF THE MAIN TRACK, 69 1/2 FEET SOUTH OF AND ACROSS
 CL0549'THE TRACK FROM TELEGRAPH POLE NO. 939, 3 FEET SOUTHEAST OF A
 CL0549'TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 1.5 FEET NORTHWEST
 CL0549'OF A STEEL WITNESS POST, A DISK WELDED ON THE TOP OF A 3 INCH IRON
 CL0549'PIPE AND PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0549
 CL0549                          STATION RECOVERY (1977)
 CL0549
 CL0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0343 ***********************************************************************
 BS0343  DESIGNATION -  C 277
 BS0343  PID         -  BS0343
 BS0343  STATE/COUNTY-  GA/COFFEE
 BS0343  USGS QUAD   -  SESSOMS (1988)
 BS0343
 BS0343                         *CURRENT SURVEY CONTROL
 BS0343  ___________________________________________________________________
 BS0343* NAD 83(1986)-  31 31 25.     (N)    082 37 10.     (W)     SCALED    
 BS0343* NAVD 88     -        50.389  (meters)     165.32   (feet)  ADJUSTED  
 BS0343  ___________________________________________________________________
 BS0343  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BS0343  DYNAMIC HT  -          50.328 (meters)     165.12  (feet)  COMP
 BS0343  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 BS0343
 BS0343  VERT ORDER  -  SECOND    CLASS 0
 BS0343
 BS0343.The horizontal coordinates were scaled from a topographic map and have
 BS0343.an estimated accuracy of +/- 6 seconds.
 BS0343
 BS0343.The orthometric height was determined by differential leveling
 BS0343.and adjusted by the National Geodetic Survey in June 1991..
 BS0343
 BS0343.The geoid height was determined by GEOID03.
 BS0343
 BS0343.The dynamic height is computed by dividing the NAVD 88
 BS0343.geopotential number by the normal gravity value computed on the
 BS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0343.degrees latitude (g = 980.6199 gals.).
 BS0343
 BS0343.The modeled gravity was interpolated from observed gravity values.
 BS0343
 BS0343;                    North         East    Units  Estimated Accuracy
 BS0343;SPC GA E     -   168,990.      157,000.      MT  (+/- 180 meters Scaled)
 BS0343
 BS0343                          SUPERSEDED SURVEY CONTROL
 BS0343
 BS0343  NGVD 29 (??/??/92)   50.660  (m)          166.21   (f) ADJ UNCH    2 0
 BS0343
 BS0343.Superseded values are not recommended for survey control.
 BS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0343.See file dsdata.txt to determine how the superseded data were derived.
 BS0343
 BS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ462887(NAD 83)
 BS0343_MARKER: DB = BENCH MARK DISK
 BS0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0343_SP_SET: CULVERT
 BS0343_STAMPING: C 277 1962
 BS0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0343
 BS0343  HISTORY     - Date     Condition        Report By
 BS0343  HISTORY     - 1962     MONUMENTED       CGS
 BS0343
 BS0343                          STATION DESCRIPTION
 BS0343
 BS0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0343'0.9 MI E FROM NICHOLLS.
 BS0343'0.9 MILE EAST ALONG STATE HIGHWAY 32 FROM THE CHURCH OF GOD AT
 BS0343'NICHOLLS, ABOUT 0.35 MILE EAST OF A 250 FEET LONG BRIDGE OVER HOG
 BS0343'CREEK, SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 BS0343'CONCRETE HEAD WALL OF A 36 FOOT CONCRETE BOX CULVERT UNDER THE
 BS0343'HIGHWAY, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 BS0343'FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 1/2
 BS0343'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0404 ***********************************************************************
 BS0404  DESIGNATION -  C 278
 BS0404  PID         -  BS0404
 BS0404  STATE/COUNTY-  GA/COFFEE
 BS0404  USGS QUAD   -  DENTON (1988)
 BS0404
 BS0404                         *CURRENT SURVEY CONTROL
 BS0404  ___________________________________________________________________
 BS0404* NAD 83(1986)-  31 40 19.     (N)    082 43 22.     (W)     SCALED    
 BS0404* NAVD 88     -        79.734  (meters)     261.59   (feet)  ADJUSTED  
 BS0404  ___________________________________________________________________
 BS0404  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BS0404  DYNAMIC HT  -          79.641 (meters)     261.29  (feet)  COMP
 BS0404  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 BS0404
 BS0404  VERT ORDER  -  SECOND    CLASS 0
 BS0404
 BS0404.The horizontal coordinates were scaled from a topographic map and have
 BS0404.an estimated accuracy of +/- 6 seconds.
 BS0404
 BS0404.The orthometric height was determined by differential leveling
 BS0404.and adjusted by the National Geodetic Survey in June 1991..
 BS0404
 BS0404.The geoid height was determined by GEOID03.
 BS0404
 BS0404.The dynamic height is computed by dividing the NAVD 88
 BS0404.geopotential number by the normal gravity value computed on the
 BS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0404.degrees latitude (g = 980.6199 gals.).
 BS0404
 BS0404.The modeled gravity was interpolated from observed gravity values.
 BS0404
 BS0404;                    North         East    Units  Estimated Accuracy
 BS0404;SPC GA E     -   185,480.      147,270.      MT  (+/- 180 meters Scaled)
 BS0404
 BS0404                          SUPERSEDED SURVEY CONTROL
 BS0404
 BS0404  NGVD 29 (??/??/92)   79.984  (m)          262.41   (f) ADJ UNCH    2 0
 BS0404
 BS0404.Superseded values are not recommended for survey control.
 BS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0404.See file dsdata.txt to determine how the superseded data were derived.
 BS0404
 BS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR366053(NAD 83)
 BS0404_MARKER: DB = BENCH MARK DISK
 BS0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0404_SP_SET: 36 FEET
 BS0404_STAMPING: C 278 1962
 BS0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0404
 BS0404  HISTORY     - Date     Condition        Report By
 BS0404  HISTORY     - 1962     MONUMENTED       CGS
 BS0404
 BS0404                          STATION DESCRIPTION
 BS0404
 BS0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0404'4.2 MI NE FROM WEST GREEN.
 BS0404'4.25 MILES NORTHEAST ALONG U.S. HIGHWAY 221 FROM THE BAPTIST CHURCH
 BS0404'AT WEST GREEN, NEAR THE COFFEE-JEFF DAVIS COUNTY LINE, AT THE
 BS0404'INTERSECTION OF A GRADED ROAD THAT IS THE COUNTY LINE, 54 1/2
 BS0404'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET
 BS0404'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF THE
 BS0404'SOUTHWEST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 1.4 FEET
 BS0404'NORTHEAST OF A STEEL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 BS0404'HIGHWAY, A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 BS0404'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 BS0404'TILE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BS0404'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 36 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0417 ***********************************************************************
 BS0417  DESIGNATION -  C 279
 BS0417  PID         -  BS0417
 BS0417  STATE/COUNTY-  GA/JEFF DAVIS
 BS0417  USGS QUAD   -  ROPER (1988)
 BS0417
 BS0417                         *CURRENT SURVEY CONTROL
 BS0417  ___________________________________________________________________
 BS0417* NAD 83(1986)-  31 45 22.     (N)    082 41 15.     (W)     SCALED    
 BS0417* NAVD 88     -        82.625  (meters)     271.08   (feet)  ADJUSTED  
 BS0417  ___________________________________________________________________
 BS0417  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BS0417  DYNAMIC HT  -          82.527 (meters)     270.76  (feet)  COMP
 BS0417  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BS0417
 BS0417  VERT ORDER  -  SECOND    CLASS 0
 BS0417
 BS0417.The horizontal coordinates were scaled from a topographic map and have
 BS0417.an estimated accuracy of +/- 6 seconds.
 BS0417
 BS0417.The orthometric height was determined by differential leveling
 BS0417.and adjusted by the National Geodetic Survey in June 1991..
 BS0417
 BS0417.The geoid height was determined by GEOID03.
 BS0417
 BS0417.The dynamic height is computed by dividing the NAVD 88
 BS0417.geopotential number by the normal gravity value computed on the
 BS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0417.degrees latitude (g = 980.6199 gals.).
 BS0417
 BS0417.The modeled gravity was interpolated from observed gravity values.
 BS0417
 BS0417;                    North         East    Units  Estimated Accuracy
 BS0417;SPC GA E     -   194,790.      150,660.      MT  (+/- 180 meters Scaled)
 BS0417
 BS0417                          SUPERSEDED SURVEY CONTROL
 BS0417
 BS0417  NGVD 29 (??/??/92)   82.878  (m)          271.91   (f) ADJ UNCH    2 0
 BS0417
 BS0417.Superseded values are not recommended for survey control.
 BS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0417.See file dsdata.txt to determine how the superseded data were derived.
 BS0417
 BS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR401146(NAD 83)
 BS0417_MARKER: DB = BENCH MARK DISK
 BS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0417_STAMPING: C 279 1962
 BS0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0417+STABILITY: SURFACE MOTION
 BS0417
 BS0417  HISTORY     - Date     Condition        Report By
 BS0417  HISTORY     - 1962     MONUMENTED       CGS
 BS0417
 BS0417                          STATION DESCRIPTION
 BS0417
 BS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0417'2.6 MI NE FROM DENTON.
 BS0417'2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 221 FROM THE POST OFFICE
 BS0417'AT DENTON, 0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 107,
 BS0417'NEAR THE JUNCTION OF A GRADED SAND ROAD LEADING WEST, 55 FEET EAST
 BS0417'OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHEAST OF THE
 BS0417'CENTER OF THE JUNCTION OF THE HIGHWAY AND THE SAND ROAD, 25 FEET
 BS0417'NORTH OF THE EXTENDED CENTER LINE OF THE SAND ROAD WEST, 2 FEET
 BS0417'NORTH OF A POWER LINE BRACE POLE, 1 FOOT SOUTH OF A STEEL WITNESS
 BS0417'POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 BS0417'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BS0417'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6188 ***********************************************************************
 CK6188  DESIGNATION -  C 28
 CK6188  PID         -  CK6188
 CK6188  STATE/COUNTY-  GA/CHATHAM
 CK6188  USGS QUAD   -  SAVANNAH (1978)
 CK6188
 CK6188                         *CURRENT SURVEY CONTROL
 CK6188  ___________________________________________________________________
 CK6188* NAD 83(1994)-  32 01 22.59885(N)    081 02 52.19386(W)     ADJUSTED  
 CK6188* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 CK6188  ___________________________________________________________________
 CK6188  X           -     842,267.233 (meters)                     COMP
 CK6188  Y           -  -5,346,751.048 (meters)                     COMP
 CK6188  Z           -   3,362,573.522 (meters)                     COMP
 CK6188  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CK6188  ELLIP HEIGHT-         -28.76  (meters)          (09/03/97) GPS OBS
 CK6188  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CK6188
 CK6188  HORZ ORDER  -  SECOND
 CK6188  ELLP ORDER  -  FOURTH    CLASS II
 CK6188
 CK6188.The horizontal coordinates were established by GPS observations
 CK6188.and adjusted by the National Geodetic Survey in September 1997..
 CK6188
 CK6188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6188
 CK6188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6188
 CK6188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6188
 CK6188.The ellipsoidal height was determined by GPS observations
 CK6188.and is referenced to NAD 83.
 CK6188
 CK6188.The geoid height was determined by GEOID03.
 CK6188
 CK6188;                    North         East     Units Scale Factor Converg.
 CK6188;SPC GA E     -   224,808.034   305,688.296   MT  1.00003771   +0 35 36.0
 CK6188;SPC GA E     -   737,557.69  1,002,912.35   sFT  1.00003771   +0 35 36.0
 CK6188;SPC SC       -    21,031.414   605,080.452   MT  1.00020202   -0 01 35.5
 CK6188;SPC SC       -    69,000.70  1,985,172.09   iFT  1.00020202   -0 01 35.5
 CK6188;UTM  17      - 3,542,979.881   495,483.172   MT  0.99960025   -0 01 31.3
 CK6188
 CK6188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6188!SPC GA E     -   1.00000452  x   1.00003771  =   1.00004223
 CK6188!SPC SC       -   1.00000452  x   1.00020202  =   1.00020654
 CK6188!UTM  17      -   1.00000452  x   0.99960025  =   0.99960476
 CK6188
 CK6188                          SUPERSEDED SURVEY CONTROL
 CK6188
 CK6188  NAD 83(1986)-  32 01 22.61262(N)    081 02 52.20884(W) AD(       ) 2
 CK6188  NGVD 29 (03/03/92)    2.7    (m)            9.     (f) GPS OBS        
 CK6188
 CK6188.Superseded values are not recommended for survey control.
 CK6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6188.See file dsdata.txt to determine how the superseded data were derived.
 CK6188
 CK6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9548342980(NAD 83)
 CK6188_MARKER: DD = SURVEY DISK
 CK6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6188_SP_SET: CONCRETE POST
 CK6188_STAMPING: C 28 MARCH 1990
 CK6188_MARK LOGO: GA4910
 CK6188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6188+STABILITY: SURFACE MOTION
 CK6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6188+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6188
 CK6188  HISTORY     - Date     Condition        Report By
 CK6188  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6188  HISTORY     - 19991028 MARK NOT FOUND   USPSQD
 CK6188  HISTORY     - 20000912 MARK NOT FOUND   SCGS
 CK6188
 CK6188                          STATION DESCRIPTION
 CK6188
 CK6188'DESCRIBED BY GEONEX 1990
 CK6188'STATION IS LOCATED IN THE SOUTHEAST PART OF THUNDERBOLT NEAR THE WEST
 CK6188'BANK OF THE WILMINGTON RIVER IN THE SOUTH END OF THE THUNDERBOLT
 CK6188'SHIPBUILDING AND REPAIR YARD.  CONTACT MR. LEON WHITE AT (912) 351-
 CK6188'3422 OR MR. BILL WARD AT (912) 351-3451 FOR PERMISSION TO ACCESS
 CK6188'STATION.
 CK6188'TO REACH STATION C 28 FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CK6188'(VICTORY DRIVE) AND STATE HIGHWAY 204 (ABERCORN STREET), GO
 CK6188'SOUTHEASTERLY ALONG U.S. HIGHWAY 80 (VICTORY DRIVE) FOR 2.2 MI
 CK6188'(3.54 KM) TO THE INTERSECTION WITH SKIDAWAY ROAD.  CONTINUE SOUTHEAST
 CK6188'ALONG U.S. HIGHWAY 80 (VICTORY DRIVE) FOR 1.0 MI (1.61 KM) TO THE
 CK6188'INTERSECTION WITH RIVER ROAD.  TURN RIGHT AND GO SOUTHERLY ALONG
 CK6188'RIVER ROAD FOR 0.65 MI (1.05 KM) TO THUNDERBOLT SHIPBUILDING AND
 CK6188'REPAIR YARD AT 3126 RIVER DRIVE.  TURN LEFT, GO THROUGH THE SECURITY
 CK6188'GATE AND BEAR SOUTHERLY ACROSS THE PAVED YARD FOR APPROXIMATELY 0.1
 CK6188'MI (0.16 KM) TO THE SOUTHEASTERLY SIDE OF TWO LARGE METAL BUILDINGS.
 CK6188'CONTINUE ALONG THE SOUTHEAST SIDE OF THE BUILDINGS AND GO SOUTHEAST
 CK6188'ALONG A ROAD, BETWEEN THE WATERS EDGE ON THE LEFT AND A CHAIN LINK
 CK6188'FENCE ON THE RIGHT, FOR APPROXIMATELY 0.1 MI (0.16 KM) TO A PAVED
 CK6188'PARKING LOT AND SMALL METAL SHED ON THE LEFT.  THE STATION IS LOCATED
 CK6188'NORTHEAST OF THE SHED, BETWEEN THE WATERS EDGE AND THE PAVED PARKING
 CK6188'LOT.
 CK6188'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6188'STAMPED ---C 28  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6188'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CK6188'GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF 5/8
 CK6188'INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS LOCATED
 CK6188'39.9 FT (12.16 M) SOUTHEAST FROM THE RETAINING WALL AT THE SOUTHEAST
 CK6188'EDGE OF THE MAN- MADE HARBOR FOR THE SHIP BUILDING YARD, 43.0 FT
 CK6188'(13.11 M) NORTHEAST FROM THE EASTERLY CORNER OF THE SMALL METAL SHED,
 CK6188'226 DEGREES AZIMUTH, 40.2 FT (12.25 M) FROM THE WESTERLY CORNER OF A
 CK6188'CONCRETE PAD, 297 DEGREES AZIMUTH, 59.0 FT (17.98 M) FROM THE
 CK6188'NORTHWESTERLY CORNER OF A UTILITY ACCESS COVER, AND 9 DEGREES AZIMUTH
 CK6188', 49.2 FT (15.00 M) FROM A PK NAIL W/ SHINER IN THE EDGE OF THE PAVED
 CK6188'PARKING LOT LOCATED BETWEEN TWO CONCRETE PARKING BUMPERS.
 CK6188
 CK6188                          STATION RECOVERY (1999)
 CK6188
 CK6188'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK6188'MARK NOT FOUND.
 CK6188
 CK6188                          STATION RECOVERY (2000)
 CK6188
 CK6188'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6188'NOT RECOVERED, REAL TIME GPS USED TO RECOVER STATION WITH NO RESULTS,
 CK6188'PRESUMED DESTROYED BY A NEW BUILDING CONSTRUCTED OVER THE STATION
 CK6188'LOCATION.  RECOVERY BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0598 ***********************************************************************
 BS0598  DESIGNATION -  C 280
 BS0598  PID         -  BS0598
 BS0598  STATE/COUNTY-  GA/COFFEE
 BS0598  USGS QUAD   -  BROXTON SOUTH (1977)
 BS0598
 BS0598                         *CURRENT SURVEY CONTROL
 BS0598  ___________________________________________________________________
 BS0598* NAD 83(1986)-  31 32 38.     (N)    082 56 10.     (W)     SCALED    
 BS0598* NAVD 88     -        86.652  (meters)     284.29   (feet)  ADJUSTED  
 BS0598  ___________________________________________________________________
 BS0598  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BS0598  DYNAMIC HT  -          86.550 (meters)     283.96  (feet)  COMP
 BS0598  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 BS0598
 BS0598  VERT ORDER  -  SECOND    CLASS 0
 BS0598
 BS0598.The horizontal coordinates were scaled from a topographic map and have
 BS0598.an estimated accuracy of +/- 6 seconds.
 BS0598
 BS0598.The orthometric height was determined by differential leveling
 BS0598.and adjusted by the National Geodetic Survey in June 1991..
 BS0598
 BS0598.The geoid height was determined by GEOID03.
 BS0598
 BS0598.The dynamic height is computed by dividing the NAVD 88
 BS0598.geopotential number by the normal gravity value computed on the
 BS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0598.degrees latitude (g = 980.6199 gals.).
 BS0598
 BS0598.The modeled gravity was interpolated from observed gravity values.
 BS0598
 BS0598;                    North         East    Units  Estimated Accuracy
 BS0598;SPC GA E     -   171,400.      126,940.      MT  (+/- 180 meters Scaled)
 BS0598
 BS0598                          SUPERSEDED SURVEY CONTROL
 BS0598
 BS0598  NGVD 29 (??/??/92)   86.886  (m)          285.06   (f) ADJ UNCH    2 0
 BS0598
 BS0598.Superseded values are not recommended for survey control.
 BS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0598.See file dsdata.txt to determine how the superseded data were derived.
 BS0598
 BS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ162915(NAD 83)
 BS0598_MARKER: DB = BENCH MARK DISK
 BS0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0598_STAMPING: C 280 1962
 BS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0598+STABILITY: SURFACE MOTION
 BS0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS0598+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 BS0598
 BS0598  HISTORY     - Date     Condition        Report By
 BS0598  HISTORY     - 1962     MONUMENTED       CGS
 BS0598  HISTORY     - 20030421 GOOD             GADT
 BS0598
 BS0598                          STATION DESCRIPTION
 BS0598
 BS0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0598'6 MI W FROM DOUGLAS.
 BS0598'5.8 MILES WEST ALONG STATE HIGHWAY 32 FROM THE COURTHOUSE AT
 BS0598'DOUGLAS, THENCE 0.15 MILE SOUTHWEST ALONG A SAND ROAD, ABOUT 0.3
 BS0598'MILE SOUTHEAST OF THE STATE HIGHWAY 32 OVERPASS OVER THE ATLANTIC
 BS0598'COAST LINE RAILROAD, 13 1/2 RAILS NORTHWEST OF MILEPOST NB 635,
 BS0598'109 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET NORTHWEST OF
 BS0598'THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A POWER LINE
 BS0598'POLE, IN LINE WITH A ROW OF POLES, 1.1 FEET SOUTHEAST OF A STEEL
 BS0598'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, 2 FEET BELOW THE
 BS0598'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BS0598'6 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE MARK MAY BE
 BS0598'REACHED BY GOING 5.8 MILES SOUTHEAST ALONG THE ATLANTIC COAST
 BS0598'LINE RAILROAD FROM THE STATION AT AMBROSE.
 BS0598
 BS0598                          STATION RECOVERY (2003)
 BS0598
 BS0598'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BS0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0852 ***********************************************************************
 BS0852  DESIGNATION -  C 281
 BS0852  PID         -  BS0852
 BS0852  STATE/COUNTY-  GA/BEN HILL
 BS0852  USGS QUAD   -  FITZGERALD EAST (1988)
 BS0852
 BS0852                         *CURRENT SURVEY CONTROL
 BS0852  ___________________________________________________________________
 BS0852* NAD 83(1986)-  31 42 42.     (N)    083 10 08.     (W)     SCALED    
 BS0852* NAVD 88     -       104.448  (meters)     342.68   (feet)  ADJUSTED  
 BS0852  ___________________________________________________________________
 BS0852  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BS0852  DYNAMIC HT  -         104.324 (meters)     342.27  (feet)  COMP
 BS0852  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 BS0852
 BS0852  VERT ORDER  -  SECOND    CLASS 0
 BS0852
 BS0852.The horizontal coordinates were scaled from a topographic map and have
 BS0852.an estimated accuracy of +/- 6 seconds.
 BS0852
 BS0852.The orthometric height was determined by differential leveling
 BS0852.and adjusted by the National Geodetic Survey in June 1991..
 BS0852
 BS0852.The geoid height was determined by GEOID03.
 BS0852
 BS0852.The dynamic height is computed by dividing the NAVD 88
 BS0852.geopotential number by the normal gravity value computed on the
 BS0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0852.degrees latitude (g = 980.6199 gals.).
 BS0852
 BS0852.The modeled gravity was interpolated from observed gravity values.
 BS0852
 BS0852;                    North         East    Units  Estimated Accuracy
 BS0852;SPC GA W     -   190,180.      794,570.      MT  (+/- 180 meters Scaled)
 BS0852
 BS0852                          SUPERSEDED SURVEY CONTROL
 BS0852
 BS0852  NGVD 29 (??/??/92)  104.657  (m)          343.36   (f) ADJ UNCH    2 0
 BS0852
 BS0852.Superseded values are not recommended for survey control.
 BS0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0852.See file dsdata.txt to determine how the superseded data were derived.
 BS0852
 BS0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR944105(NAD 83)
 BS0852_MARKER: DB = BENCH MARK DISK
 BS0852_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0852_SP_SET: 24 FEET
 BS0852_STAMPING: C 281 1962
 BS0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0852
 BS0852  HISTORY     - Date     Condition        Report By
 BS0852  HISTORY     - 1962     MONUMENTED       CGS
 BS0852
 BS0852                          STATION DESCRIPTION
 BS0852
 BS0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BS0852'4.7 MI E FROM FITZGERALD.
 BS0852'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 319 FROM THE COURTHOUSE
 BS0852'AT FITZGERALD, THENCE 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 206,
 BS0852'0.9 MILE NORTHWEST OF THE ASHTON JUNIOR HIGH SCHOOL, AT THE
 BS0852'OUTSIDE OF A CURVE, NEAR THE JUNCTION OF A DRIVEWAY LEADING
 BS0852'FROM THE HIGHWAY TO A ONE-STORY WHITE FRAME HOUSE, 45 FEET
 BS0852'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET NORTH
 BS0852'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE DRIVEWAY,
 BS0852'37 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 1 FOOT
 BS0852'SOUTHWEST OF A FENCE LINE, 1.1 FEET SOUTHEAST OF A STEEL WITNESS
 BS0852'POST, ABOUT LEVEL WITH THE DRIVEWAY, 2 FEET ABOVE THE LEVEL OF
 BS0852'THE HIGHWAY, A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 BS0852'WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 BS0852'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 6 INCHES ABOVE THE
 BS0852'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0519 ***********************************************************************
 DF0519  DESIGNATION -  C 282
 DF0519  PID         -  DF0519
 DF0519  STATE/COUNTY-  GA/BALDWIN
 DF0519  USGS QUAD   -  HADDOCK (1978)
 DF0519
 DF0519                         *CURRENT SURVEY CONTROL
 DF0519  ___________________________________________________________________
 DF0519* NAD 83(1986)-  33 02 25.     (N)    083 23 21.     (W)     SCALED    
 DF0519* NAVD 88     -       126.398  (meters)     414.69   (feet)  ADJUSTED  
 DF0519  ___________________________________________________________________
 DF0519  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DF0519  DYNAMIC HT  -         126.262 (meters)     414.24  (feet)  COMP
 DF0519  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DF0519
 DF0519  VERT ORDER  -  FIRST     CLASS II
 DF0519
 DF0519.The horizontal coordinates were scaled from a topographic map and have
 DF0519.an estimated accuracy of +/- 6 seconds.
 DF0519
 DF0519.The orthometric height was determined by differential leveling
 DF0519.and adjusted by the National Geodetic Survey in June 1991..
 DF0519
 DF0519.The geoid height was determined by GEOID03.
 DF0519
 DF0519.The dynamic height is computed by dividing the NAVD 88
 DF0519.geopotential number by the normal gravity value computed on the
 DF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0519.degrees latitude (g = 980.6199 gals.).
 DF0519
 DF0519.The modeled gravity was interpolated from observed gravity values.
 DF0519
 DF0519;                    North         East    Units  Estimated Accuracy
 DF0519;SPC GA E     -   337,730.       85,810.      MT  (+/- 180 meters Scaled)
 DF0519
 DF0519                          SUPERSEDED SURVEY CONTROL
 DF0519
 DF0519  NGVD 29 (??/??/92)  126.555  (m)          415.21   (f) ADJ UNCH    1 2
 DF0519
 DF0519.Superseded values are not recommended for survey control.
 DF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0519.See file dsdata.txt to determine how the superseded data were derived.
 DF0519
 DF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS768582(NAD 83)
 DF0519_MARKER: DB = BENCH MARK DISK
 DF0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF0519_SP_SET: 40 FT
 DF0519_STAMPING: C 282 1962
 DF0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0519
 DF0519  HISTORY     - Date     Condition        Report By
 DF0519  HISTORY     - 1962     MONUMENTED       CGS
 DF0519
 DF0519                          STATION DESCRIPTION
 DF0519
 DF0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0519'2.3 MI E FROM HADDOCK.
 DF0519'2.3 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0519'HADDOCK, 0.15 MILE EAST OF MILEPOST M 56, NEAR THE CROSSING
 DF0519'OF A GRADED ROAD, NEAR THE WEST END OF A DEEP CUT, 31 1/2 FEET
 DF0519'SOUTH OF THE SOUTH RAIL, 70 FEET SOUTHEAST OF THE CENTER OF
 DF0519'THE ROAD CROSSING THE MAIN TRACK, 64 FEET EAST OF THE CENTER
 DF0519'LINE OF THE ROAD, 62 1/2 FEET WEST OF THE FIRST TELEGRAPH POLE
 DF0519'EAST OF THE CROSSING, IN LINE WITH A ROW OF POLES, 1.7 FEET
 DF0519'WEST OF A STEEL WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE TRACK,
 DF0519'A DISK ON THE TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 2
 DF0519'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 DF0519'TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 DF0519'ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0516 ***********************************************************************
 DF0516  DESIGNATION -  C 283
 DF0516  PID         -  DF0516
 DF0516  STATE/COUNTY-  GA/BALDWIN
 DF0516  USGS QUAD   -  HADDOCK (1978)
 DF0516
 DF0516                         *CURRENT SURVEY CONTROL
 DF0516  ___________________________________________________________________
 DF0516* NAD 83(1986)-  33 02 20.     (N)    083 23 38.     (W)     SCALED    
 DF0516* NAVD 88     -       118.468  (meters)     388.67   (feet)  ADJUSTED  
 DF0516  ___________________________________________________________________
 DF0516  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DF0516  DYNAMIC HT  -         118.340 (meters)     388.25  (feet)  COMP
 DF0516  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 DF0516
 DF0516  VERT ORDER  -  FIRST     CLASS II
 DF0516
 DF0516.The horizontal coordinates were scaled from a topographic map and have
 DF0516.an estimated accuracy of +/- 6 seconds.
 DF0516
 DF0516.The orthometric height was determined by differential leveling
 DF0516.and adjusted by the National Geodetic Survey in June 1991..
 DF0516
 DF0516.The geoid height was determined by GEOID03.
 DF0516
 DF0516.The dynamic height is computed by dividing the NAVD 88
 DF0516.geopotential number by the normal gravity value computed on the
 DF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0516.degrees latitude (g = 980.6199 gals.).
 DF0516
 DF0516.The modeled gravity was interpolated from observed gravity values.
 DF0516
 DF0516;                    North         East    Units  Estimated Accuracy
 DF0516;SPC GA E     -   337,580.       85,370.      MT  (+/- 180 meters Scaled)
 DF0516
 DF0516                          SUPERSEDED SURVEY CONTROL
 DF0516
 DF0516  NGVD 29 (??/??/92)  118.625  (m)          389.19   (f) ADJ UNCH    1 2
 DF0516
 DF0516.Superseded values are not recommended for survey control.
 DF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0516.See file dsdata.txt to determine how the superseded data were derived.
 DF0516
 DF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS764581(NAD 83)
 DF0516_MARKER: DB = BENCH MARK DISK
 DF0516_SETTING: 66 = SET IN ROCK OUTCROP
 DF0516_SP_SET: OUTCROP
 DF0516_STAMPING: C 283 1962
 DF0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0516+STABILITY: POSITION/ELEVATION WELL
 DF0516
 DF0516  HISTORY     - Date     Condition        Report By
 DF0516  HISTORY     - 1962     MONUMENTED       CGS
 DF0516  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0516
 DF0516                          STATION DESCRIPTION
 DF0516
 DF0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0516'2.1 MI E FROM HADDOCK.
 DF0516'2.1 MILES EAST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0516'HADDOCK, 0.2 MILE WEST OF A GRADED ROAD CROSSING, 13 1/2 RAILS
 DF0516'WEST OF MILEPOST M 56, SET ON THE TOP OF A LARGE OUTCROP THAT
 DF0516'IS 35 YARDS LONG-30 FEET WIDE AND IS ACROSS A SMALL STREAM
 DF0516'WHICH PARALLELS THE TRACK, 54 1/2 FEET SOUTH OF THE SOUTH RAIL
 DF0516'OF THE MAIN TRACK, 60 FEET SOUTHWEST OF THE WEST END OF THE
 DF0516'SOUTH HEAD WALL TO A 4 FOOT BOX CULVERT UNDER THE TRACK, 3 1/2
 DF0516'FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP, 32 FEET EAST OF THE
 DF0516'WEST END OF THE ROCK AND 10 FEET BELOW THE LEVEL OF THE TRACK.
 DF0516
 DF0516                          STATION RECOVERY (1976)
 DF0516
 DF0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0315 ***********************************************************************
 DF0315  DESIGNATION -  C 284
 DF0315  PID         -  DF0315
 DF0315  STATE/COUNTY-  GA/WARREN
 DF0315  USGS QUAD   -  BEALL SPRINGS (1981)
 DF0315
 DF0315                         *CURRENT SURVEY CONTROL
 DF0315  ___________________________________________________________________
 DF0315* NAD 83(1986)-  33 21 57.     (N)    082 44 49.     (W)     SCALED    
 DF0315* NAVD 88     -       138.461  (meters)     454.27   (feet)  ADJUSTED  
 DF0315  ___________________________________________________________________
 DF0315  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DF0315  DYNAMIC HT  -         138.313 (meters)     453.78  (feet)  COMP
 DF0315  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 DF0315
 DF0315  VERT ORDER  -  FIRST     CLASS II
 DF0315
 DF0315.The horizontal coordinates were scaled from a topographic map and have
 DF0315.an estimated accuracy of +/- 6 seconds.
 DF0315
 DF0315.The orthometric height was determined by differential leveling
 DF0315.and adjusted by the National Geodetic Survey in June 1991..
 DF0315
 DF0315.The geoid height was determined by GEOID03.
 DF0315
 DF0315.The dynamic height is computed by dividing the NAVD 88
 DF0315.geopotential number by the normal gravity value computed on the
 DF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0315.degrees latitude (g = 980.6199 gals.).
 DF0315
 DF0315.The modeled gravity was interpolated from observed gravity values.
 DF0315
 DF0315;                    North         East    Units  Estimated Accuracy
 DF0315;SPC GA E     -   373,320.      146,000.      MT  (+/- 180 meters Scaled)
 DF0315
 DF0315                          SUPERSEDED SURVEY CONTROL
 DF0315
 DF0315  NGVD 29 (??/??/92)  138.646  (m)          454.87   (f) ADJ UNCH    1 2
 DF0315
 DF0315.Superseded values are not recommended for survey control.
 DF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0315.See file dsdata.txt to determine how the superseded data were derived.
 DF0315
 DF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS374932(NAD 83)
 DF0315_MARKER: DB = BENCH MARK DISK
 DF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0315_STAMPING: C 284 1962
 DF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0315+STABILITY: SURFACE MOTION
 DF0315
 DF0315  HISTORY     - Date     Condition        Report By
 DF0315  HISTORY     - 1962     MONUMENTED       CGS
 DF0315
 DF0315                          STATION DESCRIPTION
 DF0315
 DF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0315'3 MI NE FROM MAYFIELD.
 DF0315'ABOUT 3.05 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0315'NORTHEAST END OF THE BRIDGE OVER THE OGEECHEE RIVER AT MAYFIELD,
 DF0315'0.4 MILE SOUTHWEST OF MILEPOST M 9, 0.3 MILE EAST OF THE EAST END
 DF0315'OF A WOODEN BRIDGE OVER LONG CREEK, NEAR THE CROSSING OF A NARROW
 DF0315'WOODS ROAD, 77 1/2 FEET SOUTH OF THE SOUTH RAIL, 93 FEET SOUTHWEST
 DF0315'OF THE CENTER OF THE ROAD CROSSING THE MAIN TRACK, 37 FEET WEST OF
 DF0315'THE CENTER LINE OF THE WOODS ROAD, 70 1/2 FEET SOUTHEAST OF A
 DF0315'TELEGRAPH POLE, 2 FEET NORTH OF A FENCE LINE, 1.5 FEET EAST OF A
 DF0315'STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 DF0315'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 DF0315'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0595 ***********************************************************************
 CL0595  DESIGNATION -  C 285
 CL0595  PID         -  CL0595
 CL0595  STATE/COUNTY-  GA/LAURENS
 CL0595  USGS QUAD   -  DUDLEY (1974)
 CL0595
 CL0595                         *CURRENT SURVEY CONTROL
 CL0595  ___________________________________________________________________
 CL0595* NAD 83(1986)-  32 30 51.     (N)    083 02 04.     (W)     SCALED    
 CL0595* NAVD 88     -        83.710  (meters)     274.64   (feet)  ADJUSTED  
 CL0595  ___________________________________________________________________
 CL0595  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CL0595  DYNAMIC HT  -          83.615 (meters)     274.33  (feet)  COMP
 CL0595  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CL0595
 CL0595  VERT ORDER  -  FIRST     CLASS II
 CL0595
 CL0595.The horizontal coordinates were scaled from a topographic map and have
 CL0595.an estimated accuracy of +/- 6 seconds.
 CL0595
 CL0595.The orthometric height was determined by differential leveling
 CL0595.and adjusted by the National Geodetic Survey in June 1991..
 CL0595
 CL0595.The geoid height was determined by GEOID03.
 CL0595
 CL0595.The dynamic height is computed by dividing the NAVD 88
 CL0595.geopotential number by the normal gravity value computed on the
 CL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0595.degrees latitude (g = 980.6199 gals.).
 CL0595
 CL0595.The modeled gravity was interpolated from observed gravity values.
 CL0595
 CL0595;                    North         East    Units  Estimated Accuracy
 CL0595;SPC GA E     -   279,060.      118,470.      MT  (+/- 180 meters Scaled)
 CL0595
 CL0595                          SUPERSEDED SURVEY CONTROL
 CL0595
 CL0595  NGVD 29 (??/??/92)   83.869  (m)          275.16   (f) ADJ UNCH    1 2
 CL0595
 CL0595.Superseded values are not recommended for survey control.
 CL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0595.See file dsdata.txt to determine how the superseded data were derived.
 CL0595
 CL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR088992(NAD 83)
 CL0595_MARKER: DB = BENCH MARK DISK
 CL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0595_STAMPING: C 285 1962
 CL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0595+STABILITY: SURFACE MOTION
 CL0595
 CL0595  HISTORY     - Date     Condition        Report By
 CL0595  HISTORY     - 1962     MONUMENTED       CGS
 CL0595
 CL0595                          STATION DESCRIPTION
 CL0595
 CL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0595'2.9 MI SE FROM DUDLEY.
 CL0595'ABOUT 2.9 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0595'FROM THE STATION AT DUDLEY, 0.35 MILE SOUTHEAST OF MILEPOST 45,
 CL0595'AT A GRADED ROAD CROSSING, 47.4 FEET SOUTHWEST OF THE SOUTHWEST
 CL0595'RAIL, 55 FEET SOUTH OF THE CENTER OF THE ROAD CROSSING THE TRACK,
 CL0595'25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 CL0595'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE,
 CL0595'1 FOOT NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 CL0595'ROAD, 1 FOOT ABOVE THE THE LEVEL OF THE TRACK AND SET IN THE TOP
 CL0595'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 CL0595'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0086 ***********************************************************************
 BR0086  DESIGNATION -  C 286
 BR0086  PID         -  BR0086
 BR0086  STATE/COUNTY-  GA/GLYNN
 BR0086  USGS QUAD   -  BRUNSWICK EAST (1993)
 BR0086
 BR0086                         *CURRENT SURVEY CONTROL
 BR0086  ___________________________________________________________________
 BR0086* NAD 83(1986)-  31 12 06.     (N)    081 22 33.     (W)     SCALED    
 BR0086* NAVD 88     -         4.691  (meters)      15.39   (feet)  ADJUSTED  
 BR0086  ___________________________________________________________________
 BR0086  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 BR0086  DYNAMIC HT  -           4.686 (meters)      15.37  (feet)  COMP
 BR0086  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BR0086
 BR0086  VERT ORDER  -  SECOND    CLASS 0
 BR0086
 BR0086.The horizontal coordinates were scaled from a topographic map and have
 BR0086.an estimated accuracy of +/- 6 seconds.
 BR0086
 BR0086.The orthometric height was determined by differential leveling
 BR0086.and adjusted by the National Geodetic Survey in June 1991..
 BR0086
 BR0086.The geoid height was determined by GEOID03.
 BR0086
 BR0086.The dynamic height is computed by dividing the NAVD 88
 BR0086.geopotential number by the normal gravity value computed on the
 BR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0086.degrees latitude (g = 980.6199 gals.).
 BR0086
 BR0086.The modeled gravity was interpolated from observed gravity values.
 BR0086
 BR0086;                    North         East    Units  Estimated Accuracy
 BR0086;SPC GA E     -   133,480.      275,360.      MT  (+/- 180 meters Scaled)
 BR0086
 BR0086                          SUPERSEDED SURVEY CONTROL
 BR0086
 BR0086  NGVD 29 (??/??/92)    4.986  (m)           16.36   (f) ADJ UNCH    2 0
 BR0086
 BR0086.Superseded values are not recommended for survey control.
 BR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0086.See file dsdata.txt to determine how the superseded data were derived.
 BR0086
 BR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ641520(NAD 83)
 BR0086_MARKER: DB = BENCH MARK DISK
 BR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0086_STAMPING: C 286 1961
 BR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0086+STABILITY: SURFACE MOTION
 BR0086
 BR0086  HISTORY     - Date     Condition        Report By
 BR0086  HISTORY     - 1961     MONUMENTED       CGS
 BR0086
 BR0086                          STATION DESCRIPTION
 BR0086
 BR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0086'1.8 MI SE FROM FORT FREDERICA.
 BR0086'1.85 MILE SOUTH-SOUTHEAST ON FREDERICA ROAD FROM THE ENTRANCE TO
 BR0086'FORT FREDERICA NATIONAL MONUMENT ON ST. SIMONS ISLAND.  0.9 MILE
 BR0086'NORTH ON FREDERICA ROAD FROM THE ROAD LEADING WEST IN GLYNN,
 BR0086'24 FEET EAST OF THE CENTER LINE OF FREDERICA ROAD, 13 FEET SOUTH
 BR0086'OF THE PROLONGED CENTER LINE OF THE ROAD LEADING WEST, 4.2 FEET
 BR0086'NORTH OF A CABLE LINE POLE AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
 BR0086'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0199 ***********************************************************************
 BR0199  DESIGNATION -  C 288
 BR0199  PID         -  BR0199
 BR0199  STATE/COUNTY-  GA/GLYNN
 BR0199  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR0199
 BR0199                         *CURRENT SURVEY CONTROL
 BR0199  ___________________________________________________________________
 BR0199* NAD 83(1986)-  31 09 08.     (N)    081 34 08.     (W)     SCALED    
 BR0199* NAVD 88     -         2.958  (meters)       9.70   (feet)  ADJUSTED  
 BR0199  ___________________________________________________________________
 BR0199  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 BR0199  DYNAMIC HT  -           2.955 (meters)       9.69  (feet)  COMP
 BR0199  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 BR0199
 BR0199  VERT ORDER  -  SECOND    CLASS 0
 BR0199
 BR0199.The horizontal coordinates were scaled from a topographic map and have
 BR0199.an estimated accuracy of +/- 6 seconds.
 BR0199
 BR0199.The orthometric height was determined by differential leveling
 BR0199.and adjusted by the National Geodetic Survey in June 1991..
 BR0199
 BR0199.The geoid height was determined by GEOID03.
 BR0199
 BR0199.The dynamic height is computed by dividing the NAVD 88
 BR0199.geopotential number by the normal gravity value computed on the
 BR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0199.degrees latitude (g = 980.6199 gals.).
 BR0199
 BR0199.The modeled gravity was interpolated from observed gravity values.
 BR0199
 BR0199;                    North         East    Units  Estimated Accuracy
 BR0199;SPC GA E     -   127,880.      256,990.      MT  (+/- 180 meters Scaled)
 BR0199
 BR0199                          SUPERSEDED SURVEY CONTROL
 BR0199
 BR0199  NGVD 29 (??/??/92)    3.287  (m)           10.78   (f) ADJ UNCH    2 0
 BR0199
 BR0199.Superseded values are not recommended for survey control.
 BR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0199.See file dsdata.txt to determine how the superseded data were derived.
 BR0199
 BR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ457466(NAD 83)
 BR0199_MARKER: DB = BENCH MARK DISK
 BR0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0199_STAMPING: C 228 1961
 BR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0199+STABILITY: SURFACE MOTION
 BR0199
 BR0199  HISTORY     - Date     Condition        Report By
 BR0199  HISTORY     - 1961     MONUMENTED       CGS
 BR0199  HISTORY     - 1975     MARK NOT FOUND   USGS
 BR0199
 BR0199                          STATION DESCRIPTION
 BR0199
 BR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BR0199'11 MI NE FROM WAVERLY.
 BR0199'9.9 MILES NORTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN WAVERLY
 BR0199'TO THE JUNCTION OF HIGHWAY 17 AND STATE HIGHWAY 303, THENCE NORTH
 BR0199'ON HIGHWAY 303 FOR 1.2 MILE.  64 FEET SOUTHWEST OF THE SOUTHWEST
 BR0199'END OF THE BRIDGE OVER THE BRUNSWICK RIVER, 22 FEET NORTHWEST OF
 BR0199'THE CENTER LINE OF HIGHWAY 303.  SET IN THE TOP OF A CONCRETE POST
 BR0199'PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION
 BR0199'50.  HIGHWAY BRIDGE, BLYTHE ISLAND, SOUTH BRUNSWICK RIVER.
 BR0199
 BR0199                          STATION RECOVERY (1975)
 BR0199
 BR0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BR0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0589 ***********************************************************************
 BR0589  DESIGNATION -  C 289
 BR0589  PID         -  BR0589
 BR0589  STATE/COUNTY-  GA/CHATHAM
 BR0589  USGS QUAD   -  ISLE OF HOPE (1988)
 BR0589
 BR0589                         *CURRENT SURVEY CONTROL
 BR0589  ___________________________________________________________________
 BR0589* NAD 83(1986)-  31 59 23.     (N)    081 05 00.     (W)     SCALED    
 BR0589* NAVD 88     -         4.409  (meters)      14.47   (feet)  ADJUSTED  
 BR0589  ___________________________________________________________________
 BR0589  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 BR0589  DYNAMIC HT  -           4.404 (meters)      14.45  (feet)  COMP
 BR0589  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 BR0589
 BR0589  VERT ORDER  -  SECOND    CLASS 0
 BR0589
 BR0589.The horizontal coordinates were scaled from a topographic map and have
 BR0589.an estimated accuracy of +/- 6 seconds.
 BR0589
 BR0589.The orthometric height was determined by differential leveling
 BR0589.and adjusted by the National Geodetic Survey in June 1991..
 BR0589
 BR0589.The geoid height was determined by GEOID03.
 BR0589
 BR0589.The dynamic height is computed by dividing the NAVD 88
 BR0589.geopotential number by the normal gravity value computed on the
 BR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0589.degrees latitude (g = 980.6199 gals.).
 BR0589
 BR0589.The modeled gravity was interpolated from observed gravity values.
 BR0589
 BR0589;                    North         East    Units  Estimated Accuracy
 BR0589;SPC GA E     -   221,090.      302,370.      MT  (+/- 180 meters Scaled)
 BR0589
 BR0589                          SUPERSEDED SURVEY CONTROL
 BR0589
 BR0589  NGVD 29 (03/21/89)    4.688  (m)           15.38   (f) ADJUSTED    2 0
 BR0589
 BR0589.Superseded values are not recommended for survey control.
 BR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0589.See file dsdata.txt to determine how the superseded data were derived.
 BR0589
 BR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR921393(NAD 83)
 BR0589_MARKER: DB = BENCH MARK DISK
 BR0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0589_STAMPING: C 289 1962
 BR0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0589+STABILITY: SURFACE MOTION
 BR0589
 BR0589  HISTORY     - Date     Condition        Report By
 BR0589  HISTORY     - 1962     MONUMENTED       CGS
 BR0589  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BR0589  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BR0589
 BR0589                          STATION DESCRIPTION
 BR0589
 BR0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BR0589'AT SAVANNAH.
 BR0589'2.1 MILES EAST ON MONTGOMERY CROSSROAD FROM ITS JUNCTION WITH
 BR0589'WHITE BLUFF ROAD, THENCE WEST 0.4 MILE ON MONTGOMERY CROSSROAD
 BR0589'FROM ITS JUNCTION WITH SKIDAWAY ROAD, THENCE 76 YARDS WEST OF
 BR0589'THE CENTER LINE OF THOMAS AVENUE.  24 FEET SOUTH OF THE CENTER
 BR0589'LINE OF MONTGOMERY CROSSROAD, 1.5 FEET WEST OF AN OLD CONCRETE
 BR0589'MILE POST, NO. 8, 2 FEET EAST OF A WOODEN WITNESS POST AND 1
 BR0589'FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 BR0589'POST PROJECTING 1 INCH.
 BR0589
 BR0589                          STATION RECOVERY (1989)
 BR0589
 BR0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 BR0589'MARK NOT FOUND.
 BR0589
 BR0589                          STATION RECOVERY (1990)
 BR0589
 BR0589'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 BR0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6189 ***********************************************************************
 CK6189  DESIGNATION -  C 29
 CK6189  PID         -  CK6189
 CK6189  STATE/COUNTY-  GA/CHATHAM
 CK6189  USGS QUAD   -  FORT PULASKI (1978)
 CK6189
 CK6189                         *CURRENT SURVEY CONTROL
 CK6189  ___________________________________________________________________
 CK6189* NAD 83(1994)-  32 01 16.30193(N)    080 59 36.94765(W)     ADJUSTED  
 CK6189* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 CK6189  ___________________________________________________________________
 CK6189  X           -     847,344.666 (meters)                     COMP
 CK6189  Y           -  -5,346,056.624 (meters)                     COMP
 CK6189  Z           -   3,362,411.400 (meters)                     COMP
 CK6189  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CK6189  ELLIP HEIGHT-         -24.38  (meters)          (09/03/97) GPS OBS
 CK6189  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 CK6189
 CK6189  HORZ ORDER  -  SECOND
 CK6189  ELLP ORDER  -  FOURTH    CLASS II
 CK6189
 CK6189.The horizontal coordinates were established by GPS observations
 CK6189.and adjusted by the National Geodetic Survey in September 1997..
 CK6189
 CK6189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6189
 CK6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6189
 CK6189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6189
 CK6189.The ellipsoidal height was determined by GPS observations
 CK6189.and is referenced to NAD 83.
 CK6189
 CK6189.The geoid height was determined by GEOID03.
 CK6189
 CK6189;                    North         East     Units Scale Factor Converg.
 CK6189;SPC GA E     -   224,668.422   310,813.906   MT  1.00005139   +0 37 19.4
 CK6189;SPC GA E     -   737,099.65  1,019,728.62   sFT  1.00005139   +0 37 19.4
 CK6189;SPC SC       -    20,836.390   610,205.064   MT  1.00020288   +0 00 12.8
 CK6189;SPC SC       -    68,360.86  2,001,985.12   iFT  1.00020288   +0 00 12.8
 CK6189;UTM  17      - 3,542,785.019   500,604.699   MT  0.99960000   +0 00 12.2
 CK6189
 CK6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6189!SPC GA E     -   1.00000383  x   1.00005139  =   1.00005522
 CK6189!SPC SC       -   1.00000383  x   1.00020288  =   1.00020671
 CK6189!UTM  17      -   1.00000383  x   0.99960000  =   0.99960383
 CK6189
 CK6189                          SUPERSEDED SURVEY CONTROL
 CK6189
 CK6189  NAD 83(1986)-  32 01 16.31576(N)    080 59 36.96352(W) AD(       ) 2
 CK6189  NGVD 29 (03/03/92)    7.2    (m)           24.     (f) GPS OBS        
 CK6189
 CK6189.Superseded values are not recommended for survey control.
 CK6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6189.See file dsdata.txt to determine how the superseded data were derived.
 CK6189
 CK6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0060542785(NAD 83)
 CK6189_MARKER: DD = SURVEY DISK
 CK6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6189_SP_SET: CONCRETE POST
 CK6189_STAMPING: C 29 MARCH 1990
 CK6189_MARK LOGO: GA4910
 CK6189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6189+STABILITY: SURFACE MOTION
 CK6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6189+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6189
 CK6189  HISTORY     - Date     Condition        Report By
 CK6189  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6189  HISTORY     - 20000912 MARK NOT FOUND   SCGS
 CK6189  HISTORY     - 20021221 MARK NOT FOUND   USPSQD
 CK6189
 CK6189                          STATION DESCRIPTION
 CK6189
 CK6189'DESCRIBED BY GEONEX 1990
 CK6189'STATION IS LOCATED EAST OF SAVANNAH ALONG STATE HIGHWAY 367 (JOHNNY
 CK6189'MERCER DRIVE) AT THE INTERSECTION WITH TURNER CREEK.  IT IS BETWEEN
 CK6189'WHITE MARSH ISLAND AND WILMINGTON ISLAND APPROXIMATELY 3.6 MI
 CK6189'(5.79 KM) EAST- SOUTHEAST FROM THUNDERBOLT AND 8.7 MI (14.00 KM) WEST
 CK6189'FROM TYBEE ISLAND.
 CK6189'TO REACH STATION C 29 FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CK6189'(SAFFOLD DRIVE) AND STATE HIGHWAY 367 (JOHNNY MERCER DRIVE), NEAR
 CK6189'SAFFOLD FIELD, GO SOUTHEASTERLY ALONG STATE HIGHWAY 367 (JOHNNY
 CK6189'MERCER DRIVE) FOR 1.7 MI (2.74 KM) TO THE INTERSECTION WITH BRIAN
 CK6189'WOODS ROAD ON THE LEFT.  CONTINUE SOUTHEASTERLY ALONG STATE HIGHWAY
 CK6189'367 (JOHNNY MERCER DRIVE), FOR 0.5 MI (0.80 KM) TO THE NORTHWEST END
 CK6189'OF THE BRIDGE CROSSING TURNER CREEK  AND THE STATION ON THE LEFT.
 CK6189'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6189'STAMPED ---C 29  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6189'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.5 FT (0.15 M)
 CK6189'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6189'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6189'LOCATED APPROXIMATELY 25 FT (7.62 M) NORTHEAST FROM THE NORTHEAST
 CK6189'EDGE OF STATE HIGHWAY 367 (JOHNNY MERCER DRIVE), 95 DEGREES AZIMUTH,
 CK6189'28.3 FT (8.63 M) FROM A PK NAIL W/ SHINER IN THE NORTHEAST EDGE OF
 CK6189'STATE HIGHWAY 367 (JOHNNY MERCER DRIVE), 40 DEGREES AZIMUTH, 11.0 FT
 CK6189'(3.35 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF THE END GUARD
 CK6189'RAIL POST, 5 DEGREES AZIMUTH, 18.1 FT (5.52 M) FROM A PK NAIL W/
 CK6189'SHINER IN THE FACING SIDE OF THE SECOND GUARD RAIL POST FROM THE END,
 CK6189'AND SOUTH, 2.0 FT (0.61 M) FROM A WITNESS POST.
 CK6189
 CK6189                          STATION RECOVERY (2000)
 CK6189
 CK6189'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6189'NOT RECOVERED, REAL TIME GPS USED TO RECOVER STATION WITH NO RESULTS,
 CK6189'PRESUMED DESTROYED BY NEW BRIDGE CONSTRUCTION.  RECOVERY BY J.B.
 CK6189'SMOAK.
 CK6189
 CK6189                          STATION RECOVERY (2002)
 CK6189
 CK6189'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 CK6189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0555 ***********************************************************************
 BR0555  DESIGNATION -  C 290
 BR0555  PID         -  BR0555
 BR0555  STATE/COUNTY-  GA/BRYAN
 BR0555  USGS QUAD   -  LIMERICK SE (1988)
 BR0555
 BR0555                         *CURRENT SURVEY CONTROL
 BR0555  ___________________________________________________________________
 BR0555* NAD 83(1986)-  31 50 03.     (N)    081 16 36.     (W)     SCALED    
 BR0555* NAVD 88     -         6.938  (meters)      22.76   (feet)  ADJUSTED  
 BR0555  ___________________________________________________________________
 BR0555  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR0555  DYNAMIC HT  -           6.930 (meters)      22.74  (feet)  COMP
 BR0555  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BR0555
 BR0555  VERT ORDER  -  SECOND    CLASS 0
 BR0555
 BR0555.The horizontal coordinates were scaled from a topographic map and have
 BR0555.an estimated accuracy of +/- 6 seconds.
 BR0555
 BR0555.The orthometric height was determined by differential leveling
 BR0555.and adjusted by the National Geodetic Survey in June 1991..
 BR0555
 BR0555.The geoid height was determined by GEOID03.
 BR0555
 BR0555.The dynamic height is computed by dividing the NAVD 88
 BR0555.geopotential number by the normal gravity value computed on the
 BR0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0555.degrees latitude (g = 980.6199 gals.).
 BR0555
 BR0555.The modeled gravity was interpolated from observed gravity values.
 BR0555
 BR0555;                    North         East    Units  Estimated Accuracy
 BR0555;SPC GA E     -   203,680.      284,240.      MT  (+/- 180 meters Scaled)
 BR0555
 BR0555                          SUPERSEDED SURVEY CONTROL
 BR0555
 BR0555  NGVD 29 (??/??/92)    7.222  (m)           23.69   (f) ADJ UNCH    2 0
 BR0555
 BR0555.Superseded values are not recommended for survey control.
 BR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0555.See file dsdata.txt to determine how the superseded data were derived.
 BR0555
 BR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR738220(NAD 83)
 BR0555_MARKER: DB = BENCH MARK DISK
 BR0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0555_STAMPING: C 290 1962
 BR0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0555+STABILITY: SURFACE MOTION
 BR0555
 BR0555  HISTORY     - Date     Condition        Report By
 BR0555  HISTORY     - 1962     MONUMENTED       CGS
 BR0555  HISTORY     - 19910708 MARK NOT FOUND   NGS
 BR0555
 BR0555                          STATION DESCRIPTION
 BR0555
 BR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BR0555'1.6 MI WSW FROM KELLER.
 BR0555'1.55 MILE WEST AND SOUTHWEST ON A BLACKTOPPED ROAD TO BELFAST
 BR0555'FROM THE FIRE TOWER AT KELLER.  0.8 MILE SOUTHWEST OF THE SOUTHWEST
 BR0555'END OF THE BRIDGE OVER THE TIVOLI RIVER, 42 FEET SOUTHEAST OF THE
 BR0555'CENTER LINE OF THE BLACKTOPPED ROAD AND ON THE OUTSIDE OF A CURVE,
 BR0555'21 FEET NORTHEAST OF A DIM TRAIL LEADING SOUTHEAST, 3 FEET SOUTHWEST
 BR0555'OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  SET IN THE
 BR0555'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 BR0555'ROAD.
 BR0555
 BR0555                          STATION RECOVERY (1991)
 BR0555
 BR0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 BR0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0176 ***********************************************************************
 DG0176  DESIGNATION -  C 291
 DG0176  PID         -  DG0176
 DG0176  STATE/COUNTY-  GA/FULTON
 DG0176  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0176
 DG0176                         *CURRENT SURVEY CONTROL
 DG0176  ___________________________________________________________________
 DG0176* NAD 83(1986)-  33 43 56.     (N)    084 25 27.     (W)     SCALED    
 DG0176* NAVD 88     -       309.205  (meters)    1014.45   (feet)  ADJUSTED  
 DG0176  ___________________________________________________________________
 DG0176  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0176  DYNAMIC HT  -         308.860 (meters)    1013.32  (feet)  COMP
 DG0176  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DG0176
 DG0176  VERT ORDER  -  FIRST     CLASS I
 DG0176
 DG0176.The horizontal coordinates were scaled from a topographic map and have
 DG0176.an estimated accuracy of +/- 6 seconds.
 DG0176
 DG0176.The orthometric height was determined by differential leveling
 DG0176.and adjusted by the National Geodetic Survey in June 1991..
 DG0176
 DG0176.The geoid height was determined by GEOID03.
 DG0176
 DG0176.The dynamic height is computed by dividing the NAVD 88
 DG0176.geopotential number by the normal gravity value computed on the
 DG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0176.degrees latitude (g = 980.6199 gals.).
 DG0176
 DG0176.The modeled gravity was interpolated from observed gravity values.
 DG0176
 DG0176;                    North         East    Units  Estimated Accuracy
 DG0176;SPC GA W     -   413,840.      676,140.      MT  (+/- 180 meters Scaled)
 DG0176
 DG0176                          SUPERSEDED SURVEY CONTROL
 DG0176
 DG0176  NGVD 29 (12/12/91)  309.119  (m)         1014.17   (f) ADJUSTED    1 1
 DG0176
 DG0176.Superseded values are not recommended for survey control.
 DG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0176.See file dsdata.txt to determine how the superseded data were derived.
 DG0176
 DG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC386354(NAD 83)
 DG0176_MARKER: DB = BENCH MARK DISK
 DG0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0176_SP_SET: PIER
 DG0176_STAMPING: C 291 1968
 DG0176_MARK LOGO: CGS   
 DG0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0176
 DG0176  HISTORY     - Date     Condition        Report By
 DG0176  HISTORY     - 1968     MONUMENTED       CGS
 DG0176  HISTORY     - 1982     GOOD             NGS
 DG0176
 DG0176                          STATION DESCRIPTION
 DG0176
 DG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DG0176'AT ATLANTA.
 DG0176'AT ATLANTA, ABOUT 0.7 MILE SOUTHEAST ALONG THE LOUISVILLE AND
 DG0176'NASHVILLE RAILROAD FROM THE GORDON STREET SOUTHWEST OVERPASS OVER
 DG0176'THE TRACK, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHEAST
 DG0176'CONCRETE PIER OF THE NORTHEAST ROW OF PIERS FOR LAWTON STREET
 DG0176'SOUTHWEST OVERPASS OVER THE TRACK, 22 FEET NORTHEAST OF THE
 DG0176'NORTHEAST RAIL, 2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 DG0176'2 FEET ABOVE THE LEVEL OF THE TRACK.
 DG0176
 DG0176                          STATION RECOVERY (1982)
 DG0176
 DG0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DG0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0499 ***********************************************************************
 CM0499  DESIGNATION -  C 292
 CM0499  PID         -  CM0499
 CM0499  STATE/COUNTY-  GA/MERIWETHER
 CM0499  USGS QUAD   -  DURAND (1964)
 CM0499
 CM0499                         *CURRENT SURVEY CONTROL
 CM0499  ___________________________________________________________________
 CM0499* NAD 83(1986)-  32 53 43.     (N)    084 48 15.     (W)     SCALED    
 CM0499* NAVD 88     -       252.976  (meters)     829.97   (feet)  ADJUSTED  
 CM0499  ___________________________________________________________________
 CM0499  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CM0499  DYNAMIC HT  -         252.680 (meters)     829.00  (feet)  COMP
 CM0499  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 CM0499
 CM0499  VERT ORDER  -  FIRST     CLASS I
 CM0499
 CM0499.The horizontal coordinates were scaled from a topographic map and have
 CM0499.an estimated accuracy of +/- 6 seconds.
 CM0499
 CM0499.The orthometric height was determined by differential leveling
 CM0499.and adjusted by the National Geodetic Survey in June 1991..
 CM0499
 CM0499.The geoid height was determined by GEOID03.
 CM0499
 CM0499.The dynamic height is computed by dividing the NAVD 88
 CM0499.geopotential number by the normal gravity value computed on the
 CM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0499.degrees latitude (g = 980.6199 gals.).
 CM0499
 CM0499.The modeled gravity was interpolated from observed gravity values.
 CM0499
 CM0499;                    North         East    Units  Estimated Accuracy
 CM0499;SPC GA W     -   321,170.      640,360.      MT  (+/- 180 meters Scaled)
 CM0499
 CM0499                          SUPERSEDED SURVEY CONTROL
 CM0499
 CM0499  NGVD 29 (??/??/92)  252.968  (m)          829.95   (f) ADJ UNCH    1 1
 CM0499
 CM0499.Superseded values are not recommended for survey control.
 CM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0499.See file dsdata.txt to determine how the superseded data were derived.
 CM0499
 CM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB053418(NAD 83)
 CM0499_MARKER: DB = BENCH MARK DISK
 CM0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM0499_SP_SET: 40 FEET
 CM0499_STAMPING: C 292 1968
 CM0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0499
 CM0499  HISTORY     - Date     Condition        Report By
 CM0499  HISTORY     - 1968     MONUMENTED       CGS
 CM0499
 CM0499                          STATION DESCRIPTION
 CM0499
 CM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0499'2.2 MI S FROM DURAND.
 CM0499'ABOUT 2.2 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0499'THE OVERPASS OVER THE ATLANTIC COAST LINE RAILROAD AT DURAND, ABOUT
 CM0499'0.2 MILE NORTHEAST OF MILEPOST 37, ABOUT 0.1 MILE NORTHWEST OF A
 CM0499'GRADED ROAD OVERPASS OVER THE TRACK, 46 FEET SOUTH OF THE
 CM0499'SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER THE TRACK, 34 FEET
 CM0499'SOUTHEAST OF THE SOUTHEAST RAIL, 9 1/2 FEET NORTH OF THE CENTER
 CM0499'ONE OF THREE 6-INCH CEDAR TREES, 1.1 FEET SOUTHWEST OF A METAL
 CM0499'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND IS A
 CM0499'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 3 INCHES
 CM0499'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH METAL PIPE
 CM0499'WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 CM0499'DRIVEN TO A DEPTH OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0572 ***********************************************************************
 EE0572  DESIGNATION -  C 293
 EE0572  PID         -  EE0572
 EE0572  STATE/COUNTY-  GA/FLOYD
 EE0572  USGS QUAD   -  SHANNON (1985)
 EE0572
 EE0572                         *CURRENT SURVEY CONTROL
 EE0572  ___________________________________________________________________
 EE0572* NAD 83(1986)-  34 22 06.     (N)    085 03 37.     (W)     SCALED    
 EE0572* NAVD 88     -       197.610  (meters)     648.33   (feet)  ADJUSTED  
 EE0572  ___________________________________________________________________
 EE0572  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE0572  DYNAMIC HT  -         197.407 (meters)     647.66  (feet)  COMP
 EE0572  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 EE0572
 EE0572  VERT ORDER  -  FIRST     CLASS I
 EE0572
 EE0572.The horizontal coordinates were scaled from a topographic map and have
 EE0572.an estimated accuracy of +/- 6 seconds.
 EE0572
 EE0572.The orthometric height was determined by differential leveling
 EE0572.and adjusted by the National Geodetic Survey in June 1991..
 EE0572
 EE0572.The geoid height was determined by GEOID03.
 EE0572
 EE0572.The dynamic height is computed by dividing the NAVD 88
 EE0572.geopotential number by the normal gravity value computed on the
 EE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0572.degrees latitude (g = 980.6199 gals.).
 EE0572
 EE0572.The modeled gravity was interpolated from observed gravity values.
 EE0572
 EE0572;                    North         East    Units  Estimated Accuracy
 EE0572;SPC GA W     -   484,720.      617,810.      MT  (+/- 180 meters Scaled)
 EE0572
 EE0572                          SUPERSEDED SURVEY CONTROL
 EE0572
 EE0572  NGVD 29 (??/??/92)  197.586  (m)          648.25   (f) ADJ UNCH    1 1
 EE0572
 EE0572.Superseded values are not recommended for survey control.
 EE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0572.See file dsdata.txt to determine how the superseded data were derived.
 EE0572
 EE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD783047(NAD 83)
 EE0572_MARKER: DB = BENCH MARK DISK
 EE0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0572_SP_SET: HIGHWAY PIER
 EE0572_STAMPING: C 293 1968
 EE0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0572+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 EE0572
 EE0572  HISTORY     - Date     Condition        Report By
 EE0572  HISTORY     - 1968     MONUMENTED       CGS
 EE0572  HISTORY     - 20040816 GOOD             GADT
 EE0572
 EE0572                          STATION DESCRIPTION
 EE0572
 EE0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0572'2 MI NE FROM SHANNON.
 EE0572'ABOUT 2.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE0572'STATION AT SHANNON, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 69, SET
 EE0572'VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST LEG OF THE
 EE0572'NORTHWEST PIER UNDER STATE HIGHWAY 140 OVERPASS OVER THE TRACK,
 EE0572'15 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 EE0572'2 1/2 FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 EE0572'OF THE TRACK.
 EE0572
 EE0572                          STATION RECOVERY (2004)
 EE0572
 EE0572'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0265 ***********************************************************************
 EE0265  DESIGNATION -  C 294
 EE0265  PID         -  EE0265
 EE0265  STATE/COUNTY-  GA/WHITFIELD
 EE0265  USGS QUAD   -  DALTON SOUTH (1982)
 EE0265
 EE0265                         *CURRENT SURVEY CONTROL
 EE0265  ___________________________________________________________________
 EE0265* NAD 83(1986)-  34 39 42.     (N)    084 59 37.     (W)     SCALED    
 EE0265* NAVD 88     -       217.882  (meters)     714.83   (feet)  ADJUSTED  
 EE0265  ___________________________________________________________________
 EE0265  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0265  DYNAMIC HT  -         217.662 (meters)     714.11  (feet)  COMP
 EE0265  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 EE0265
 EE0265  VERT ORDER  -  FIRST     CLASS I
 EE0265
 EE0265.The horizontal coordinates were scaled from a topographic map and have
 EE0265.an estimated accuracy of +/- 6 seconds.
 EE0265
 EE0265.The orthometric height was determined by differential leveling
 EE0265.and adjusted by the National Geodetic Survey in June 1991..
 EE0265
 EE0265.The geoid height was determined by GEOID03.
 EE0265
 EE0265.The dynamic height is computed by dividing the NAVD 88
 EE0265.geopotential number by the normal gravity value computed on the
 EE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0265.degrees latitude (g = 980.6199 gals.).
 EE0265
 EE0265.The modeled gravity was interpolated from observed gravity values.
 EE0265
 EE0265;                    North         East    Units  Estimated Accuracy
 EE0265;SPC GA W     -   517,210.      624,210.      MT  (+/- 180 meters Scaled)
 EE0265
 EE0265                          SUPERSEDED SURVEY CONTROL
 EE0265
 EE0265  NGVD 29 (??/??/92)  217.867  (m)          714.79   (f) ADJ UNCH    1 1
 EE0265
 EE0265.Superseded values are not recommended for survey control.
 EE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0265.See file dsdata.txt to determine how the superseded data were derived.
 EE0265
 EE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD838373(NAD 83)
 EE0265_MARKER: DB = BENCH MARK DISK
 EE0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0265_SP_SET: CULVERT HEADWALL
 EE0265_STAMPING: C 294 1968
 EE0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0265
 EE0265  HISTORY     - Date     Condition        Report By
 EE0265  HISTORY     - 1968     MONUMENTED       CGS
 EE0265
 EE0265                          STATION DESCRIPTION
 EE0265
 EE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0265'7.7 MI N FROM SUGAR VALLEY.
 EE0265'ABOUT 7.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE
 EE0265'CROSSING OF STATE HIGHWAY 143 AT SUGAR VALLEY, ABOUT 0.4 MILE
 EE0265'SOUTH OF INTERSTATE 75 OVERPASS OVER THE TRACK, ABOUT 0.3 MILE
 EE0265'NORTH OF MILEPOST 48, SET IN THE TOP OF THE SOUTH END OF THE WEST
 EE0265'HEAD WALL TO TWO 36-INCH PIPES FORMING A CULVERT OVER A SMALL
 EE0265'STREAM, 14 FEET WEST OF THE WEST RAIL, 1.2 FEET NORTH OF THE SOUTH
 EE0265'END OF THE HEAD WALL AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0324 ***********************************************************************
 EE0324  DESIGNATION -  C 295
 EE0324  PID         -  EE0324
 EE0324  STATE/COUNTY-  GA/WHITFIELD
 EE0324  USGS QUAD   -  COHUTTA (1982)
 EE0324
 EE0324                         *CURRENT SURVEY CONTROL
 EE0324  ___________________________________________________________________
 EE0324* NAD 83(1986)-  34 57 11.     (N)    084 57 19.     (W)     SCALED    
 EE0324* NAVD 88     -       264.403  (meters)     867.46   (feet)  ADJUSTED  
 EE0324  ___________________________________________________________________
 EE0324  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 EE0324  DYNAMIC HT  -         264.138 (meters)     866.59  (feet)  COMP
 EE0324  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 EE0324
 EE0324  VERT ORDER  -  FIRST     CLASS I
 EE0324
 EE0324.The horizontal coordinates were scaled from a topographic map and have
 EE0324.an estimated accuracy of +/- 6 seconds.
 EE0324
 EE0324.The orthometric height was determined by differential leveling
 EE0324.and adjusted by the National Geodetic Survey in June 1991..
 EE0324
 EE0324.The geoid height was determined by GEOID03.
 EE0324
 EE0324.The dynamic height is computed by dividing the NAVD 88
 EE0324.geopotential number by the normal gravity value computed on the
 EE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0324.degrees latitude (g = 980.6199 gals.).
 EE0324
 EE0324.The modeled gravity was interpolated from observed gravity values.
 EE0324
 EE0324;                    North         East    Units  Estimated Accuracy
 EE0324;SPC GA W     -   549,500.      627,970.      MT  (+/- 180 meters Scaled)
 EE0324
 EE0324                          SUPERSEDED SURVEY CONTROL
 EE0324
 EE0324  NGVD 29 (??/??/92)  264.393  (m)          867.43   (f) ADJ UNCH    1 1
 EE0324
 EE0324.Superseded values are not recommended for survey control.
 EE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0324.See file dsdata.txt to determine how the superseded data were derived.
 EE0324
 EE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD867697(NAD 83)
 EE0324_MARKER: DB = BENCH MARK DISK
 EE0324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EE0324_SP_SET: 12.3 FT
 EE0324_STAMPING: C 295 1968
 EE0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0324
 EE0324  HISTORY     - Date     Condition        Report By
 EE0324  HISTORY     - 1968     MONUMENTED       CGS
 EE0324
 EE0324                          STATION DESCRIPTION
 EE0324
 EE0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EE0324'AT COHUTTA.
 EE0324'AT COHUTTA, ABOUT 0.4 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM
 EE0324'THE STATION, ABOUT 0.1 MILE SOUTH OF MILEPOST 27, 37 FEET NORTHEAST
 EE0324'OF THE CENTER OF THE CROSSING OF A DIRT ROAD AND THE MAIN
 EE0324'TRACK, 21.9 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 27 1/2
 EE0324'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 EE0324'TELEGRAPH POLE AND IS IN LINE WITH THE POLES, 1.3 FEET NORTH OF
 EE0324'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK
 EE0324'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 3
 EE0324'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 5-INCH
 EE0324'METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 EE0324'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0339 ***********************************************************************
 CM0339  DESIGNATION -  C 296
 CM0339  PID         -  CM0339
 CM0339  STATE/COUNTY-  GA/MUSCOGEE
 CM0339  USGS QUAD   -  COLUMBUS (1983)
 CM0339
 CM0339                         *CURRENT SURVEY CONTROL
 CM0339  ___________________________________________________________________
 CM0339* NAD 83(1986)-  32 25 43.     (N)    084 55 44.     (W)     SCALED    
 CM0339* NAVD 88     -        86.707  (meters)     284.47   (feet)  ADJUSTED  
 CM0339  ___________________________________________________________________
 CM0339  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CM0339  DYNAMIC HT  -          86.609 (meters)     284.15  (feet)  COMP
 CM0339  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 CM0339
 CM0339  VERT ORDER  -  FIRST     CLASS I
 CM0339
 CM0339.The horizontal coordinates were scaled from a topographic map and have
 CM0339.an estimated accuracy of +/- 6 seconds.
 CM0339
 CM0339.The orthometric height was determined by differential leveling
 CM0339.and adjusted by the National Geodetic Survey in June 1991..
 CM0339
 CM0339.The geoid height was determined by GEOID03.
 CM0339
 CM0339.The dynamic height is computed by dividing the NAVD 88
 CM0339.geopotential number by the normal gravity value computed on the
 CM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0339.degrees latitude (g = 980.6199 gals.).
 CM0339
 CM0339.The modeled gravity was interpolated from observed gravity values.
 CM0339
 CM0339;                    North         East    Units  Estimated Accuracy
 CM0339;SPC GA W     -   269,500.      628,320.      MT  (+/- 180 meters Scaled)
 CM0339
 CM0339                          SUPERSEDED SURVEY CONTROL
 CM0339
 CM0339  NGVD 29 (??/??/92)   86.75   (m)          284.6    (f) COMPUTED    1 1
 CM0339
 CM0339.Superseded values are not recommended for survey control.
 CM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0339.See file dsdata.txt to determine how the superseded data were derived.
 CM0339
 CM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA947898(NAD 83)
 CM0339_MARKER: DB = BENCH MARK DISK
 CM0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0339_SP_SET: CULVERT
 CM0339_STAMPING: C 296 1973
 CM0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0339
 CM0339  HISTORY     - Date     Condition        Report By
 CM0339  HISTORY     - 1973     MONUMENTED       NGS
 CM0339  HISTORY     - 20060606 GOOD             GADT
 CM0339
 CM0339                          STATION DESCRIPTION
 CM0339
 CM0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CM0339'4.4 MI SE FROM COLUMBUS.
 CM0339'ABOUT 4.45 MILES SOUTHEAST ALONG THE SEABOARD COAST LINE RAILROAD
 CM0339'FROM THE UNION STATION AT COLUMBUS, 0.45 MILE SOUTHEAST OF MILEPOST
 CM0339'4, 52 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 71 YARDS NORTHWEST
 CM0339'OF THE JUNCTION OF CUSSETA ROAD AND SWANN STREET, 46 FEET
 CM0339'NORTHEAST OF THE CENTER LINE OF CUSSETA ROAD, SET IN THE TOP AND
 CM0339'0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 CM0339'HEADWALL FOR A 6-FOOT CONCRETE BOX CULVERT UNDER CUSSETA ROAD,
 CM0339'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 CM0339
 CM0339                          STATION RECOVERY (2006)
 CM0339
 CM0339'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CM0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0858 ***********************************************************************
 DG0858  DESIGNATION -  C 3
 DG0858  PID         -  DG0858
 DG0858  STATE/COUNTY-  GA/PIKE
 DG0858  USGS QUAD   -  CONCORD (1981)
 DG0858
 DG0858                         *CURRENT SURVEY CONTROL
 DG0858  ___________________________________________________________________
 DG0858* NAD 83(1986)-  33 05 23.     (N)    084 26 16.     (W)     SCALED    
 DG0858* NAVD 88     -       246.924  (meters)     810.12   (feet)  ADJUSTED  
 DG0858  ___________________________________________________________________
 DG0858  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DG0858  DYNAMIC HT  -         246.642 (meters)     809.19  (feet)  COMP
 DG0858  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 DG0858  OBS GRAVITY -     979,499.4   (mgal)                       GRAV_OBS
 DG0858
 DG0858  VERT ORDER  -  FIRST     CLASS I
 DG0858
 DG0858.The horizontal coordinates were scaled from a topographic map and have
 DG0858.an estimated accuracy of +/- 6 seconds.
 DG0858
 DG0858.The orthometric height was determined by differential leveling
 DG0858.and adjusted by the National Geodetic Survey in June 1991..
 DG0858
 DG0858.The geoid height was determined by GEOID03.
 DG0858
 DG0858.The dynamic height is computed by dividing the NAVD 88
 DG0858.geopotential number by the normal gravity value computed on the
 DG0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0858.degrees latitude (g = 980.6199 gals.).
 DG0858
 DG0858.The modeled gravity was interpolated from observed gravity values.
 DG0858.The observed gravity was obtained from relative gravimeter ties
 DG0858.to the IGSN71 gravity network.
 DG0858
 DG0858;                    North         East    Units  Estimated Accuracy
 DG0858;SPC GA W     -   342,580.      674,690.      MT  (+/- 180 meters Scaled)
 DG0858
 DG0858                          SUPERSEDED SURVEY CONTROL
 DG0858
 DG0858  NGVD 29 (??/??/92)  246.906  (m)          810.06   (f) ADJ UNCH    1 1
 DG0858
 DG0858.Superseded values are not recommended for survey control.
 DG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0858.See file dsdata.txt to determine how the superseded data were derived.
 DG0858
 DG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB391641(NAD 83)
 DG0858_MARKER: Q = CHISELED SQUARE
 DG0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0858_SP_SET: BLDG WINDOW SILL
 DG0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0858
 DG0858  HISTORY     - Date     Condition        Report By
 DG0858  HISTORY     - UNK      MONUMENTED       CGS
 DG0858  HISTORY     - 1958     GOOD             NGS
 DG0858  HISTORY     - 1968     GOOD             NGS
 DG0858
 DG0858                          STATION DESCRIPTION
 DG0858
 DG0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DG0858'AT CONCORD.
 DG0858'AT CONCORD, 0.45 MILE SOUTHWEST OF MILE POST 34, AN OUTLINED
 DG0858'1-INCH SQUARE IN THE TOP OF THE FLOOR-LEVEL WINDOW SILL OF THE
 DG0858'LARGE WINDOW OF THE CONCORD BANKING COMPANY, 165 FEET WEST OF
 DG0858'THE WEST CORNER OF THE SOUTHERN RAILWAY WOODEN STATION BUILDING,
 DG0858'106 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF THE
 DG0858'MAIN TRACK, 11.4 FEET SOUTHWEST OF THE EAST CORNER OF THE BANK
 DG0858'BUILDING, 3 INCHES SOUTHWEST OF NORTHEAST END OF THE WINDOW SILL,
 DG0858'ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 DG0858
 DG0858                          STATION RECOVERY (1968)
 DG0858
 DG0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6190 ***********************************************************************
 CK6190  HT_MOD      -  This is a Height Modernization Survey Station.
 CK6190  DESIGNATION -  C 3
 CK6190  PID         -  CK6190
 CK6190  STATE/COUNTY-  GA/CHATHAM
 CK6190  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6190
 CK6190                         *CURRENT SURVEY CONTROL
 CK6190  ___________________________________________________________________
 CK6190* NAD 83(1994)-  32 09 53.85300(N)    081 09 25.13292(W)     ADJUSTED  
 CK6190* NAVD 88     -         2.23   (meters)       7.3    (feet)  GPS OBS   
 CK6190  ___________________________________________________________________
 CK6190  X           -     830,793.783 (meters)                     COMP
 CK6190  Y           -  -5,340,078.288 (meters)                     COMP
 CK6190  Z           -   3,375,914.593 (meters)                     COMP
 CK6190  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CK6190  ELLIP HEIGHT-         -28.91  (meters)          (03/13/03) GPS OBS
 CK6190  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 CK6190
 CK6190  HORZ ORDER  -  FIRST
 CK6190  ELLP ORDER  -  FOURTH    CLASS II
 CK6190
 CK6190.The horizontal coordinates were established by GPS observations
 CK6190.and adjusted by the National Geodetic Survey in March 2003..
 CK6190
 CK6190.The orthometric height was determined by GPS observations and a
 CK6190.high-resolution geoid model using precise GPS observation and
 CK6190.processing techniques.
 CK6190
 CK6190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6190
 CK6190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6190
 CK6190.The ellipsoidal height was determined by GPS observations
 CK6190.and is referenced to NAD 83.
 CK6190
 CK6190.The geoid height was determined by GEOID03.
 CK6190
 CK6190;                    North         East     Units Scale Factor Converg.
 CK6190;SPC GA E     -   240,453.790   295,229.753   MT  1.00001180   +0 32 15.2
 CK6190;SPC GA E     -   788,888.81    968,599.61   sFT  1.00001180   +0 32 15.2
 CK6190;SPC SC       -    36,792.088   594,790.967   MT  1.00013478   -0 05 13.3
 CK6190;SPC SC       -   120,708.95  1,951,413.93   iFT  1.00013478   -0 05 13.3
 CK6190;UTM  17      - 3,558,731.205   485,198.871   MT  0.99960270   -0 05 00.9
 CK6190
 CK6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6190!SPC GA E     -   1.00000454  x   1.00001180  =   1.00001634
 CK6190!SPC SC       -   1.00000454  x   1.00013478  =   1.00013932
 CK6190!UTM  17      -   1.00000454  x   0.99960270  =   0.99960724
 CK6190
 CK6190                          SUPERSEDED SURVEY CONTROL
 CK6190
 CK6190  NAD 83(1986)-  32 09 53.86520(N)    081 09 25.14300(W) AD(       ) 1
 CK6190  NAD 83(1994)-  32 09 53.85296(N)    081 09 25.13371(W) AD(       ) 1
 CK6190  ELLIP H (12/05/00)  -28.87   (m)                       GP(       ) 4 1
 CK6190  NAD 83(1994)-  32 09 53.85306(N)    081 09 25.13430(W) AD(       ) 2
 CK6190  ELLIP H (09/03/97)  -28.87   (m)                       GP(       ) 4 2
 CK6190  NAD 83(1986)-  32 09 53.86816(N)    081 09 25.14769(W) AD(       ) 2
 CK6190  NGVD 29 (03/03/92)    2.5    (m)            8.     (f) GPS OBS        
 CK6190
 CK6190.Superseded values are not recommended for survey control.
 CK6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6190.See file dsdata.txt to determine how the superseded data were derived.
 CK6190
 CK6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8519958731(NAD 83)
 CK6190_MARKER: DD = SURVEY DISK
 CK6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6190_SP_SET: CONCRETE POST
 CK6190_STAMPING: C 3 MARCH 1990
 CK6190_MARK LOGO: GA4910
 CK6190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6190+STABILITY: SURFACE MOTION
 CK6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6190+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 CK6190
 CK6190  HISTORY     - Date     Condition        Report By
 CK6190  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6190  HISTORY     - 19961120 GOOD             SCGS
 CK6190  HISTORY     - 20000911 GOOD             SCGS
 CK6190  HISTORY     - 20040818 GOOD             GEOCAC
 CK6190
 CK6190                          STATION DESCRIPTION
 CK6190
 CK6190'DESCRIBED BY GEONEX 1990
 CK6190'STATION IS LOCATED NEAR THE WEST BANK OF THE FRONT RIVER IN HOULIHAN
 CK6190'BOAT RAMP PARK (OPERATED BY THE CHATHAM COUNTY DEPARTMENT OF PARKS
 CK6190'AND RECREATION), APPROXIMATELY 1.2 MI (1.93 KM) NORTH-NORTHEAST FROM
 CK6190'PORT WENTWORTH, 6.8 MI (10.94 KM) NORTHWEST FROM SAVANNAH, AND 6.2 MI
 CK6190'(9.98 KM) NORTHEAST FROM POOLER.
 CK6190'TO REACH STATION C 3 FROM THE INTERSECTION OF STATE HIGHWAY 30
 CK6190'(CROSSGATE ROAD) AND U.S. HIGHWAY 17, ON THE NORTH SIDE OF PORT
 CK6190'WENTWORTH, GO NORTHERLY ALONG U.S. HIGHWAY 17 FOR 0.8 MI (1.29 KM) TO
 CK6190'A DRIVE INTO HOULIHAN BOAT RAMP PARK ON THE RIGHT, PRECEDING THE
 CK6190'DRAWBRIDGE CROSSING THE FRONT RIVER.  TURN RIGHT AND GO SOUTHERLY
 CK6190'ALONG THE DRIVE FOR APPROXIMATELY 150 FT (45.72 M) TO THE STATION ON
 CK6190'THE LEFT.
 CK6190'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6190'STAMPED ---C 3  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6190'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 CK6190'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6190'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6190'EAST OF THE DRIVE AND SOUTH OF AN ASPHALT WALK, 100 DEGREES AZIMUTH,
 CK6190'103.6 FT (31.58 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A
 CK6190'POWER POLE, 233 DEGREES AZIMUTH, 81.1 FT (24.72 M) FROM A PK NAIL W/
 CK6190'SHINER IN THE FACING SIDE OF A POWER POLE, 330 DEGREES AZIMUTH, 144.4
 CK6190'FT (44.01 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER
 CK6190'POLE, AND SOUTH, 1.9 FT (0.58 M) FROM A WITNESS POST.
 CK6190
 CK6190                          STATION RECOVERY (1996)
 CK6190
 CK6190'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK6190'STATION IS LOCATED 6.65 MILES (10.70 KM) NORTHWEST OF SAVANNAH, 1.1
 CK6190'MILES (1.8 KM) NORTHEAST OF PORT WENTWORTH.  OWNERSHIP--GEORGIA RIGHT
 CK6190'OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25
 CK6190'AND 30 (BONNY BRIDGE ROAD) IN PORT WENTWORTH, GO NORTH NORTHWEST ON
 CK6190'HIGHWAY 25 FOR 0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR THE
 CK6190'HOULIHAN BOAT RAMP PARK, JUST BEFORE REACHING THE BRIDGE OVER FRONT
 CK6190'RIVER.  STATION IS A CONCRETE POST RECESSED 0.8 FOOT (24.4 CM) AND 5.0
 CK6190'FEET (1.5 M) BELOW THE HIGHWAY, 54.2 FEET (16.5 M) WEST SOUTHWEST OF A
 CK6190'SECURITY LIGHT POLE, 88.5 FEET (27.0 M) EAST NORTHEAST OF THE CENTER
 CK6190'OF THE PAVED ROAD LEADING TO THE PARK, 123.1 FEET (37.5 M) SOUTH OF
 CK6190'THE CENTER OF THE HIGHWAY, 2.2 FEET (0.7 M) NORTHWEST OF A WITNESS
 CK6190'POST.  RECOVERED BY R.W.  ROBERTS.
 CK6190
 CK6190                          STATION RECOVERY (2000)
 CK6190
 CK6190'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6190'STATION IS LOCATED 6.65 MILES (10.70 KM) NORTHWEST OF SAVANNAH, 1.1
 CK6190'MILES (1.8 KM) NORTHEAST OF PORT WENTWORTH.  OWNERSHIP--GADOT.  TO
 CK6190'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 30 (BONNY
 CK6190'BRIDGE ROAD) IN PORT WENTWORTH, GO NORTH NORTHWEST ON HIGHWAY 25 FOR
 CK6190'0.8 MILE (1.3 KM) TO THE STATION ON THE RIGHT NEAR A SECURITY LIGHT
 CK6190'POLE IN A GRASSY AREA NEAR THE HOULIHAN BOAT RAMP PARK, JUST BEFORE
 CK6190'REACHING THE BRIDGE OVER FRONT RIVER.  STATION IS A CONCRETE POST
 CK6190'RECESSED 1.0 FOOT (0.3 M) AND 5.0 FEET (1.5 M) BELOW THE HIGHWAY, 54.2
 CK6190'FEET (16.5 M) WEST OF THE SECURITY LIGHT POLE, 88.5 FEET (27.0 M) EAST
 CK6190'OF THE CENTER OF THE PAVED ROAD LEADING TO THE PARK, 104.2 FEET (31.8
 CK6190'M) SOUTH OF A METAL TRAFFIC LIGHT POLE, 103.8 FEET (31.6 M) EAST OF A
 CK6190'POWER POLE WITH A TRANSFORMER AND GUY WIRE, 81.4 FEET (24.8 M)
 CK6190'SOUTHWEST OF A POWER POLE WITH GUY WIRE, 2.0 FEET (0.6 M) NORTHWEST OF
 CK6190'A WITNESS POST.  RECOVERED BY J.B.  SMOAK.
 CK6190
 CK6190                          STATION RECOVERY (2004)
 CK6190
 CK6190'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK6190'LOCATED AT HOULIHAN BOAT RAMP PORT WENTWOTH GA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0038 ***********************************************************************
 CM0038  DESIGNATION -  C 30
 CM0038  PID         -  CM0038
 CM0038  STATE/COUNTY-  GA/TAYLOR
 CM0038  USGS QUAD   -  BUTLER EAST (1971)
 CM0038
 CM0038                         *CURRENT SURVEY CONTROL
 CM0038  ___________________________________________________________________
 CM0038* NAD 83(1986)-  32 33 29.     (N)    084 10 50.     (W)     SCALED    
 CM0038* NAVD 88     -       181.779  (meters)     596.39   (feet)  ADJUSTED  
 CM0038  ___________________________________________________________________
 CM0038  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0038  DYNAMIC HT  -         181.576 (meters)     595.72  (feet)  COMP
 CM0038  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 CM0038
 CM0038  VERT ORDER  -  FIRST     CLASS II
 CM0038
 CM0038.The horizontal coordinates were scaled from a topographic map and have
 CM0038.an estimated accuracy of +/- 6 seconds.
 CM0038
 CM0038.The orthometric height was determined by differential leveling
 CM0038.and adjusted by the National Geodetic Survey in June 1991..
 CM0038
 CM0038.The geoid height was determined by GEOID03.
 CM0038
 CM0038.The dynamic height is computed by dividing the NAVD 88
 CM0038.geopotential number by the normal gravity value computed on the
 CM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0038.degrees latitude (g = 980.6199 gals.).
 CM0038
 CM0038.The modeled gravity was interpolated from observed gravity values.
 CM0038
 CM0038;                    North         East    Units  Estimated Accuracy
 CM0038;SPC GA W     -   283,590.      698,700.      MT  (+/- 180 meters Scaled)
 CM0038
 CM0038                          SUPERSEDED SURVEY CONTROL
 CM0038
 CM0038  NGVD 29 (??/??/92)  181.865  (m)          596.67   (f) ADJ UNCH    1 2
 CM0038
 CM0038.Superseded values are not recommended for survey control.
 CM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0038.See file dsdata.txt to determine how the superseded data were derived.
 CM0038
 CM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB647058(NAD 83)
 CM0038_MARKER: DB = BENCH MARK DISK
 CM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0038_STAMPING: C 30 1917 ELEV 596.813 FEET
 CM0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0038+STABILITY: SURFACE MOTION
 CM0038
 CM0038  HISTORY     - Date     Condition        Report By
 CM0038  HISTORY     - 1917     MONUMENTED       CGS
 CM0038  HISTORY     - 1958     GOOD             NGS
 CM0038
 CM0038                          STATION DESCRIPTION
 CM0038
 CM0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0038'3.1 MI E FROM BUTLER.
 CM0038'ABOUT 3.1 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0038'THE STATION AT BUTLER, 0.2 MILE WEST OF MILEPOST S 238, 0.1 MILE
 CM0038'EAST OF A GRADED ROAD CROSSING, BETWEEN THE TRACK AND A GRADED ROAD
 CM0038'PARALLELING THE TRACK, AT AN ABANDONED ROAD CROSSING, 18 FEET NORTH
 CM0038'OF THE NORTH RAIL OF THE MAIN TRACK, 55 FEET SOUTH OF THE CENTER
 CM0038'LINE OF GRADED ROAD, 55 FEET NORTHWEST OF AND ACROSS THE TRACK
 CM0038'FROM THE NORTHWEST CORNER OF A LARGE WAREHOUSE, 2 FEET EAST OF A
 CM0038'STEEL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 CM0038'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE--
 CM0038'THE LEVELING OF 1958 INDICATED MARK HAS SETTLED AND SHOULD BE
 CM0038'USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6191 ***********************************************************************
 CK6191  HT_MOD      -  This is a Height Modernization Survey Station.
 CK6191  DESIGNATION -  C 30
 CK6191  PID         -  CK6191
 CK6191  STATE/COUNTY-  GA/CHATHAM
 CK6191  USGS QUAD   -  FORT PULASKI (1978)
 CK6191
 CK6191                         *CURRENT SURVEY CONTROL
 CK6191  ___________________________________________________________________
 CK6191* NAD 83(1994)-  32 02 31.22368(N)    080 59 55.84556(W)     ADJUSTED  
 CK6191* NAVD 88     -         4.03   (meters)      13.2    (feet)  GPS OBS   
 CK6191  ___________________________________________________________________
 CK6191  X           -     846,662.969 (meters)                     COMP
 CK6191  Y           -  -5,344,922.855 (meters)                     COMP
 CK6191  Z           -   3,364,366.235 (meters)                     COMP
 CK6191  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CK6191  ELLIP HEIGHT-         -27.32  (meters)          (03/13/03) GPS OBS
 CK6191  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 CK6191
 CK6191  HORZ ORDER  -  FIRST
 CK6191  ELLP ORDER  -  FOURTH    CLASS II
 CK6191
 CK6191.The horizontal coordinates were established by GPS observations
 CK6191.and adjusted by the National Geodetic Survey in March 2003..
 CK6191
 CK6191.The orthometric height was determined by GPS observations and a
 CK6191.high-resolution geoid model using precise GPS observation and
 CK6191.processing techniques.
 CK6191
 CK6191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6191
 CK6191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6191
 CK6191.The ellipsoidal height was determined by GPS observations
 CK6191.and is referenced to NAD 83.
 CK6191
 CK6191.The geoid height was determined by GEOID03.
 CK6191
 CK6191;                    North         East     Units Scale Factor Converg.
 CK6191;SPC GA E     -   226,970.774   310,293.038   MT  1.00004997   +0 37 10.7
 CK6191;SPC GA E     -   744,653.28  1,018,019.74   sFT  1.00004997   +0 37 10.7
 CK6191;SPC SC       -    23,144.572   609,709.017   MT  1.00019264   +0 00 02.3
 CK6191;SPC SC       -    75,933.64  2,000,357.67   iFT  1.00019264   +0 00 02.3
 CK6191;UTM  17      - 3,545,091.821   500,108.953   MT  0.99960000   +0 00 02.2
 CK6191
 CK6191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6191!SPC GA E     -   1.00000429  x   1.00004997  =   1.00005426
 CK6191!SPC SC       -   1.00000429  x   1.00019264  =   1.00019693
 CK6191!UTM  17      -   1.00000429  x   0.99960000  =   0.99960429
 CK6191
 CK6191                          SUPERSEDED SURVEY CONTROL
 CK6191
 CK6191  NAD 83(1986)-  32 02 31.23574(N)    080 59 55.85438(W) AD(       ) 1
 CK6191  NAD 83(1994)-  32 02 31.22383(N)    080 59 55.84589(W) AD(       ) 1
 CK6191  ELLIP H (12/05/00)  -27.25   (m)                       GP(       ) 4 1
 CK6191  NAD 83(1994)-  32 02 31.22395(N)    080 59 55.84803(W) AD(       ) 2
 CK6191  ELLIP H (09/03/97)  -27.24   (m)                       GP(       ) 4 2
 CK6191  NAD 83(1986)-  32 02 31.23783(N)    080 59 55.86432(W) AD(       ) 2
 CK6191  NGVD 29 (03/03/92)    4.3    (m)           14.     (f) GPS OBS        
 CK6191
 CK6191.Superseded values are not recommended for survey control.
 CK6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6191.See file dsdata.txt to determine how the superseded data were derived.
 CK6191
 CK6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0010945092(NAD 83)
 CK6191_MARKER: DD = SURVEY DISK
 CK6191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6191_SP_SET: CONCRETE POST
 CK6191_STAMPING: C 30 MARCH 1990
 CK6191_MARK LOGO: GA4910
 CK6191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6191+STABILITY: SURFACE MOTION
 CK6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6191+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 CK6191
 CK6191  HISTORY     - Date     Condition        Report By
 CK6191  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6191  HISTORY     - 20000912 GOOD             SCGS
 CK6191  HISTORY     - 20031002 GOOD             GADT
 CK6191
 CK6191                          STATION DESCRIPTION
 CK6191
 CK6191'DESCRIBED BY GEONEX 1990
 CK6191'STATION IS LOCATED EAST OF SAVANNAH ALONG U.S. HIGHWAY 80 NEAR SAFFOLD
 CK6191'FIELD. IT IS ON WHITE MARSH ISLAND APPROXIMATELY 3.1 MI (4.99 KM)
 CK6191'EAST-NORTHEAST FROM THUNDERBOLT AND 9.3 MI (14.97 KM) WEST-NORTHWEST
 CK6191'FROM TYBEE ISLAND.
 CK6191'TO REACH STATION C 30 FROM THE INTERSECTION OF ISLAND EXPRESSWAY
 CK6191'(PRESIDENT STREET EXTENSION) AND U.S. HIGHWAY 80, GO EASTERLY ALONG
 CK6191'U.S. HIGHWAY 80 FOR 0.4 MI (0.64 KM) TO THE SOUTH SIDE FIRE
 CK6191'DEPARTMENT STATION NO 8 AND THE STATION ON THE LEFT.
 CK6191'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6191'STAMPED ---C 30  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6191'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 CK6191'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6191'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6191'LOCATED 19.5 FT (5.94 M) NORTHEAST FROM THE NORTHEAST EDGE OF U.S.
 CK6191'HIGHWAY 80, SOUTHEAST OF THE DRIVE INTO THE FIRE STATION, 169 DEGREES
 CK6191'AZIMUTH, 90.9 FT (27.71 M) FROM A FLAG POLE, 276 DEGREES AZIMUTH,
 CK6191'82.3 FT (25.09 M) FROM THE SOUTHEASTERLY CORNER OF THE CONCRETE PAD,
 CK6191'AND 317 DEGREES AZIMUTH, 58.4 FT (17.80 M) FROM A DO NOT ENTER SIGN
 CK6191
 CK6191                          STATION RECOVERY (2000)
 CK6191
 CK6191'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6191'STATION IS LOCATED 6.5 MILES (10.5 KM) SOUTHEAST OF SAVANNAH, 9.5
 CK6191'MILES (15.3 KM) WEST NORTHWEST OF TYBEE ISLAND.  OWNERSHIP--GADOT. TO
 CK6191'REACH THE STATION FROM THE SOUTHWEST JUNCTION OF U.S.  HIGHWAY 80 AND
 CK6191'STATE HIGHWAY 367 (JOHNNY MERCER BOULEVARD) , 5.6 MILES (9.0 KM)
 CK6191'SOUTHEAST OF SAVANNAH, GO EAST NORTHEAST ON HIGHWAY 80 FOR 1.45 MILES
 CK6191'(2.33 KM) TO THE STATION ON THE LEFT IN THE HIGHWAY SHOULDER IN THE
 CK6191'EAST ANGLE OF A DRIVEWAY LEADING TO THE SOUTHSIDE FIRE DEPARTMENT
 CK6191'STATION 8.  STATION IS A CONCRETE POST RECESSED 1.0 FOOT (0.3 M) AND
 CK6191'1.0 FOOT (0.3 M) BELOW THE HIGHWAY, 2.8 FEET (0.9 M) NORTHEAST OF THE
 CK6191'NORTHEAST EDGE OF THE HIGHWAY, 38.5 FEET (11.7 M) SOUTHEAST OF THE
 CK6191'CENTER OF THE DRIVEWAY, 90.7 FEET (27.6 M) SOUTH OF A FLAG POLE, 34.3
 CK6191'FEET (10.5 M) WEST SOUTHWEST OF THE SOUTHEAST END OF A 4.5-FOOT
 CK6191'CONCRETE PIPE CULVERT BENEATH THE DRIVEWAY, 87.1 FEET (26.5 M)
 CK6191'SOUTHWEST OF THE SOUTH CORNER OF THE FIRE STATION BUILDING. RECOVERED
 CK6191'BY J.B.  SMOAK.
 CK6191
 CK6191                          STATION RECOVERY (2003)
 CK6191
 CK6191'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CK6191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0310 ***********************************************************************
 CL0310  DESIGNATION -  C 301
 CL0310  PID         -  CL0310
 CL0310  STATE/COUNTY-  GA/LAURENS
 CL0310  USGS QUAD   -  DUBLIN (1985)
 CL0310
 CL0310                         *CURRENT SURVEY CONTROL
 CL0310  ___________________________________________________________________
 CL0310* NAD 83(1986)-  32 33 39.     (N)    082 58 49.     (W)     SCALED    
 CL0310* NAVD 88     -        91.470  (meters)     300.10   (feet)  ADJUSTED  
 CL0310  ___________________________________________________________________
 CL0310  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CL0310  DYNAMIC HT  -          91.366 (meters)     299.76  (feet)  COMP
 CL0310  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 CL0310
 CL0310  VERT ORDER  -  FIRST     CLASS II
 CL0310
 CL0310.This mark is at W H 'bud' Barron Airport (DBN)
 CL0310
 CL0310.The horizontal coordinates were scaled from a topographic map and have
 CL0310.an estimated accuracy of +/- 6 seconds.
 CL0310
 CL0310.The orthometric height was determined by differential leveling
 CL0310.and adjusted by the National Geodetic Survey in June 1991..
 CL0310
 CL0310.The geoid height was determined by GEOID03.
 CL0310
 CL0310.The dynamic height is computed by dividing the NAVD 88
 CL0310.geopotential number by the normal gravity value computed on the
 CL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0310.degrees latitude (g = 980.6199 gals.).
 CL0310
 CL0310.The modeled gravity was interpolated from observed gravity values.
 CL0310
 CL0310;                    North         East    Units  Estimated Accuracy
 CL0310;SPC GA E     -   284,190.      123,600.      MT  (+/- 180 meters Scaled)
 CL0310
 CL0310                          SUPERSEDED SURVEY CONTROL
 CL0310
 CL0310  NGVD 29 (??/??/92)   91.635  (m)          300.64   (f) ADJ UNCH    1 2
 CL0310
 CL0310.Superseded values are not recommended for survey control.
 CL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0310.See file dsdata.txt to determine how the superseded data were derived.
 CL0310
 CL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS140043(NAD 83)
 CL0310_MARKER: DB = BENCH MARK DISK
 CL0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0310_SP_SET: BUILDING
 CL0310_STAMPING: C 301 1962
 CL0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0310
 CL0310  HISTORY     - Date     Condition        Report By
 CL0310  HISTORY     - 1962     MONUMENTED       CGS
 CL0310  HISTORY     - 1976     GOOD             NGS
 CL0310
 CL0310                          STATION DESCRIPTION
 CL0310
 CL0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0310'5 MI W FROM DUBLIN.
 CL0310'ABOUT 3.7 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT
 CL0310'DUBLIN, THENCE 1.4 MILES NORTHWEST ALONG A BLACK TOP ROAD, AT THE
 CL0310'ENTRANCE TO THE DUBLIN AIRPORT, 0.2 MILE SOUTHEAST OF THE
 CL0310'ADMINISTRATION BUILDING, SET VERTICALLY IN THE SOUTHWEST CONCRETE
 CL0310'FACE OF A 30-BY 12-FOOT CONCRETE BUILDING, 57 FEET EAST OF THE CENTER
 CL0310'LINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE WEST CORNER OF THE BUILDING
 CL0310'AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND THE ROAD.
 CL0310
 CL0310                          STATION RECOVERY (1976)
 CL0310
 CL0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CL0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0365 ***********************************************************************
 CL0365  DESIGNATION -  C 302
 CL0365  PID         -  CL0365
 CL0365  STATE/COUNTY-  GA/LAURENS
 CL0365  USGS QUAD   -  SCOTT (1974)
 CL0365
 CL0365                         *CURRENT SURVEY CONTROL
 CL0365  ___________________________________________________________________
 CL0365* NAD 83(1986)-  32 34 49.     (N)    082 43 30.     (W)     SCALED    
 CL0365* NAVD 88     -        96.266  (meters)     315.83   (feet)  ADJUSTED  
 CL0365  ___________________________________________________________________
 CL0365  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CL0365  DYNAMIC HT  -          96.157 (meters)     315.48  (feet)  COMP
 CL0365  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CL0365
 CL0365  VERT ORDER  -  FIRST     CLASS II
 CL0365
 CL0365.The horizontal coordinates were scaled from a topographic map and have
 CL0365.an estimated accuracy of +/- 6 seconds.
 CL0365
 CL0365.The orthometric height was determined by differential leveling
 CL0365.and adjusted by the National Geodetic Survey in June 1991..
 CL0365
 CL0365.The geoid height was determined by GEOID03.
 CL0365
 CL0365.The dynamic height is computed by dividing the NAVD 88
 CL0365.geopotential number by the normal gravity value computed on the
 CL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0365.degrees latitude (g = 980.6199 gals.).
 CL0365
 CL0365.The modeled gravity was interpolated from observed gravity values.
 CL0365
 CL0365;                    North         East    Units  Estimated Accuracy
 CL0365;SPC GA E     -   286,200.      147,580.      MT  (+/- 180 meters Scaled)
 CL0365
 CL0365                          SUPERSEDED SURVEY CONTROL
 CL0365
 CL0365  NGVD 29 (??/??/92)   96.455  (m)          316.45   (f) ADJ UNCH    1 2
 CL0365
 CL0365.Superseded values are not recommended for survey control.
 CL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0365.See file dsdata.txt to determine how the superseded data were derived.
 CL0365
 CL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS380060(NAD 83)
 CL0365_MARKER: DB = BENCH MARK DISK
 CL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0365_STAMPING: C 302 1962
 CL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0365+STABILITY: SURFACE MOTION
 CL0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL0365+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 CL0365
 CL0365  HISTORY     - Date     Condition        Report By
 CL0365  HISTORY     - 1962     MONUMENTED       CGS
 CL0365  HISTORY     - 1977     GOOD             NGS
 CL0365  HISTORY     - 20040229 GOOD             METRIC
 CL0365
 CL0365                          STATION DESCRIPTION
 CL0365
 CL0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0365'4.4 MI E FROM BREWTON.
 CL0365'ABOUT 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 CL0365'OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON, THENCE 2.0
 CL0365'MILES EAST ALONG A GRADED ROAD, THENCE 1.8 MILES EAST ALONG AN
 CL0365'ABANDONED RAILROAD BED AND A TELEPHONE LINE, NEAR A GRADED ROAD
 CL0365'CROSSING, 34 FEET NORTH OF THE CENTER LINE OF THE OLD BED, 64 FEET
 CL0365'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST, 72 FEET
 CL0365'NORTH OF THE CENTER OF THE INTERSECTION, 2 FEET WEST OF A POWER LINE
 CL0365'POLE WITH A GUY WIRE, 1 FOOT EAST OF A STEEL WITNESS POST, 2 FEET
 CL0365'BELOW THE LEVEL OF THE INTERSECTION AND SET IN THE TOP OF A
 CL0365'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0365'NOTE-- MARK MAY BE REACHED FROM THE CHURCH OF CHRIST AT SCOTT BY
 CL0365'GOING 3.9 MILES WEST ALONG U.S. HIGHWAY 80, THENCE 1.55 MILES NORTH
 CL0365'ALONG A GRADED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A GRADED ROAD,
 CL0365'THENCE 0.5 MILE NORTH ALONG A GRADED ROAD TO CROSSING OF ABANDONED
 CL0365'RAILROAD AND BENCH MARK.
 CL0365
 CL0365                          STATION RECOVERY (1977)
 CL0365
 CL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0365'RECOVERED IN GOOD CONDITION.
 CL0365
 CL0365                          STATION RECOVERY (2004)
 CL0365
 CL0365'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL0365'GPS POSSIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0009 ***********************************************************************
 CL0009  DESIGNATION -  C 303
 CL0009  PID         -  CL0009
 CL0009  STATE/COUNTY-  GA/EMANUEL
 CL0009  USGS QUAD   -  NORRISTOWN (1971)
 CL0009
 CL0009                         *CURRENT SURVEY CONTROL
 CL0009  ___________________________________________________________________
 CL0009* NAD 83(1986)-  32 31 37.     (N)    082 27 37.     (W)     SCALED    
 CL0009* NAVD 88     -        60.357  (meters)     198.02   (feet)  ADJUSTED  
 CL0009  ___________________________________________________________________
 CL0009  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CL0009  DYNAMIC HT  -          60.289 (meters)     197.80  (feet)  COMP
 CL0009  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 CL0009
 CL0009  VERT ORDER  -  FIRST     CLASS II
 CL0009
 CL0009.The horizontal coordinates were scaled from a topographic map and have
 CL0009.an estimated accuracy of +/- 6 seconds.
 CL0009
 CL0009.The orthometric height was determined by differential leveling
 CL0009.and adjusted by the National Geodetic Survey in June 1991..
 CL0009
 CL0009.The geoid height was determined by GEOID03.
 CL0009
 CL0009.The dynamic height is computed by dividing the NAVD 88
 CL0009.geopotential number by the normal gravity value computed on the
 CL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0009.degrees latitude (g = 980.6199 gals.).
 CL0009
 CL0009.The modeled gravity was interpolated from observed gravity values.
 CL0009
 CL0009;                    North         East    Units  Estimated Accuracy
 CL0009;SPC GA E     -   280,180.      172,420.      MT  (+/- 180 meters Scaled)
 CL0009
 CL0009                          SUPERSEDED SURVEY CONTROL
 CL0009
 CL0009  NGVD 29 (??/??/92)   60.563  (m)          198.70   (f) ADJ UNCH    1 2
 CL0009
 CL0009.Superseded values are not recommended for survey control.
 CL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0009.See file dsdata.txt to determine how the superseded data were derived.
 CL0009
 CL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR628997(NAD 83)
 CL0009_MARKER: DB = BENCH MARK DISK
 CL0009_SETTING: 66 = SET IN ROCK OUTCROP
 CL0009_SP_SET: ROCK LEDGE
 CL0009_STAMPING: C 303 1962
 CL0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CL0009+STABILITY: POSITION/ELEVATION WELL
 CL0009
 CL0009  HISTORY     - Date     Condition        Report By
 CL0009  HISTORY     - 1962     MONUMENTED       CGS
 CL0009
 CL0009                          STATION DESCRIPTION
 CL0009
 CL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0009'3.1 MI NE FROM NORRISTOWN.
 CL0009'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM ITS JUNCTION
 CL0009'WITH A BLACK TOP ROAD LEADING NORTHWEST AT NORRISTOWN, THENCE 2.1
 CL0009'MILES EAST ALONG A GRADED ROAD, ABOUT 0.1 MILE SOUTHWEST OF THE
 CL0009'SOUTHWEST END OF A BRIDGE OVER LITTLE OHOOPEE
 CL0009'RIVER, SET ON TOP AND ABOUT IN THE CENTER OF A FLAT ROCK THAT IS
 CL0009'10 FEET LONG AND 5 FEET WIDE THAT IS PART OF A FLAT LEDGE OF ROCK
 CL0009'THAT IS 75 YARDS LONG, 90 FEET NORTHWEST OF THE CENTER LINE OF
 CL0009'THE ROAD AND 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0140 ***********************************************************************
 CL0140  DESIGNATION -  C 304
 CL0140  PID         -  CL0140
 CL0140  STATE/COUNTY-  GA/CANDLER
 CL0140  USGS QUAD   -  METTER (1985)
 CL0140
 CL0140                         *CURRENT SURVEY CONTROL
 CL0140  ___________________________________________________________________
 CL0140* NAD 83(1986)-  32 23 48.     (N)    082 03 07.     (W)     SCALED    
 CL0140* NAVD 88     -        60.864  (meters)     199.68   (feet)  ADJUSTED  
 CL0140  ___________________________________________________________________
 CL0140  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 CL0140  DYNAMIC HT  -          60.794 (meters)     199.46  (feet)  COMP
 CL0140  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CL0140
 CL0140  VERT ORDER  -  FIRST     CLASS II
 CL0140
 CL0140.The horizontal coordinates were scaled from a topographic map and have
 CL0140.an estimated accuracy of +/- 6 seconds.
 CL0140
 CL0140.The orthometric height was determined by differential leveling
 CL0140.and adjusted by the National Geodetic Survey in June 1991..
 CL0140
 CL0140.The geoid height was determined by GEOID03.
 CL0140
 CL0140.The dynamic height is computed by dividing the NAVD 88
 CL0140.geopotential number by the normal gravity value computed on the
 CL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0140.degrees latitude (g = 980.6199 gals.).
 CL0140
 CL0140.The modeled gravity was interpolated from observed gravity values.
 CL0140
 CL0140;                    North         East    Units  Estimated Accuracy
 CL0140;SPC GA E     -   265,710.      210,790.      MT  (+/- 180 meters Scaled)
 CL0140
 CL0140                          SUPERSEDED SURVEY CONTROL
 CL0140
 CL0140  NGVD 29 (??/??/92)   61.084  (m)          200.41   (f) ADJ UNCH    1 2
 CL0140
 CL0140.Superseded values are not recommended for survey control.
 CL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0140.See file dsdata.txt to determine how the superseded data were derived.
 CL0140
 CL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR010848(NAD 83)
 CL0140_MARKER: DB = BENCH MARK DISK
 CL0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0140_SP_SET: CULVERT
 CL0140_STAMPING: C 304 1962
 CL0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0140
 CL0140  HISTORY     - Date     Condition        Report By
 CL0140  HISTORY     - 1962     MONUMENTED       CGS
 CL0140
 CL0140                          STATION DESCRIPTION
 CL0140
 CL0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0140'0.6 MI E FROM METTER.
 CL0140'ABOUT 0.6 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COURT HOUSE
 CL0140'AT METTER, SET ON THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CL0140'HEAD WALL OF A 16 FOOT BOX CULVERT WITH ONE DIVIDING PIER, 18 FEET
 CL0140'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END
 CL0140'OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0169 ***********************************************************************
 DF0169  DESIGNATION -  C 305
 DF0169  PID         -  DF0169
 DF0169  STATE/COUNTY-  GA/MCDUFFIE
 DF0169  USGS QUAD   -  THOMSON EAST (1981)
 DF0169
 DF0169                         *CURRENT SURVEY CONTROL
 DF0169  ___________________________________________________________________
 DF0169* NAD 83(1986)-  33 27 06.     (N)    082 27 13.     (W)     SCALED    
 DF0169* NAVD 88     -       146.565  (meters)     480.86   (feet)  ADJUSTED  
 DF0169  ___________________________________________________________________
 DF0169  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DF0169  DYNAMIC HT  -         146.409 (meters)     480.34  (feet)  COMP
 DF0169  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DF0169
 DF0169  VERT ORDER  -  FIRST     CLASS II
 DF0169
 DF0169.The horizontal coordinates were scaled from a topographic map and have
 DF0169.an estimated accuracy of +/- 6 seconds.
 DF0169
 DF0169.The orthometric height was determined by differential leveling
 DF0169.and adjusted by the National Geodetic Survey in June 1991..
 DF0169
 DF0169.The geoid height was determined by GEOID03.
 DF0169
 DF0169.The dynamic height is computed by dividing the NAVD 88
 DF0169.geopotential number by the normal gravity value computed on the
 DF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0169.degrees latitude (g = 980.6199 gals.).
 DF0169
 DF0169.The modeled gravity was interpolated from observed gravity values.
 DF0169
 DF0169;                    North         East    Units  Estimated Accuracy
 DF0169;SPC GA E     -   382,730.      173,320.      MT  (+/- 180 meters Scaled)
 DF0169
 DF0169                          SUPERSEDED SURVEY CONTROL
 DF0169
 DF0169  NGVD 29 (??/??/92)  146.781  (m)          481.56   (f) ADJ UNCH    1 2
 DF0169
 DF0169.Superseded values are not recommended for survey control.
 DF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0169.See file dsdata.txt to determine how the superseded data were derived.
 DF0169
 DF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT649023(NAD 83)
 DF0169_MARKER: DB = BENCH MARK DISK
 DF0169_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF0169_SP_SET: 32 FT
 DF0169_STAMPING: C 305 1962
 DF0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0169
 DF0169  HISTORY     - Date     Condition        Report By
 DF0169  HISTORY     - 1962     MONUMENTED       CGS
 DF0169
 DF0169                          STATION DESCRIPTION
 DF0169
 DF0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0169'3.3 MI SE FROM THOMSON.
 DF0169'ABOUT 3.3 MILES SOUTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0169'STATION AT THOMSON, NEAR THE CROSSING OF A BLACK TOP ROAD, NEAR
 DF0169'MILEPOST 34, 67 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 172
 DF0169'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE MAIN
 DF0169'TRACK, 362 FEET NORTHEAST AND ACROSS THE TRACK FROM THE MILEPOST,
 DF0169'6 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 18 1/2 FEET SOUTHEAST
 DF0169'OF A TELEGRAPH POLE, 1.5 FEET SOUTH OF A STEEL WITNESS POST, 8
 DF0169'FEET ABOVE THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A COPPER
 DF0169'COATED STEEL ROAD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND
 DF0169'AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE
 DF0169'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0221 ***********************************************************************
 DF0221  DESIGNATION -  C 306
 DF0221  PID         -  DF0221
 DF0221  STATE/COUNTY-  GA/RICHMOND
 DF0221  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0221
 DF0221                         *CURRENT SURVEY CONTROL
 DF0221  ___________________________________________________________________
 DF0221* NAD 83(1986)-  33 27 05.     (N)    082 05 06.     (W)     SCALED    
 DF0221* NAVD 88     -        98.989  (meters)     324.77   (feet)  ADJUSTED  
 DF0221  ___________________________________________________________________
 DF0221  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DF0221  DYNAMIC HT  -          98.884 (meters)     324.42  (feet)  COMP
 DF0221  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DF0221
 DF0221  VERT ORDER  -  FIRST     CLASS II
 DF0221
 DF0221.This mark is at Daniel Field Airport (DNL)
 DF0221
 DF0221.The horizontal coordinates were scaled from a topographic map and have
 DF0221.an estimated accuracy of +/- 6 seconds.
 DF0221
 DF0221.The orthometric height was determined by differential leveling
 DF0221.and adjusted by the National Geodetic Survey in June 1991..
 DF0221
 DF0221.The geoid height was determined by GEOID03.
 DF0221
 DF0221.The dynamic height is computed by dividing the NAVD 88
 DF0221.geopotential number by the normal gravity value computed on the
 DF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0221.degrees latitude (g = 980.6199 gals.).
 DF0221
 DF0221.The modeled gravity was interpolated from observed gravity values.
 DF0221
 DF0221;                    North         East    Units  Estimated Accuracy
 DF0221;SPC GA E     -   382,660.      207,590.      MT  (+/- 180 meters Scaled)
 DF0221
 DF0221                          SUPERSEDED SURVEY CONTROL
 DF0221
 DF0221  NGVD 29 (??/??/92)   99.222  (m)          325.53   (f) ADJ UNCH    1 2
 DF0221
 DF0221.Superseded values are not recommended for survey control.
 DF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0221.See file dsdata.txt to determine how the superseded data were derived.
 DF0221
 DF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT991018(NAD 83)
 DF0221_MARKER: DB = BENCH MARK DISK
 DF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0221_STAMPING: C 306 1962
 DF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0221+STABILITY: SURFACE MOTION
 DF0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF0221+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DF0221
 DF0221  HISTORY     - Date     Condition        Report By
 DF0221  HISTORY     - 1962     MONUMENTED       CGS
 DF0221  HISTORY     - 1979     GOOD             NGS
 DF0221  HISTORY     - 20050411 GOOD             GADT
 DF0221
 DF0221                          STATION DESCRIPTION
 DF0221
 DF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DF0221'9.6 MI SW FROM AUGUSTA.
 DF0221'ABOUT 6.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE
 DF0221'SOUTHWEST END OF THE SAVANNAH RIVER BRIDGE AT AUGUSTA, THENCE
 DF0221'0.2 MILE NORTH ALONG WHEELESS ROAD, THENCE 2.65 MILES SOUTHWEST
 DF0221'ALONG THE GEORGIA RAILROAD, ABOUT 0.4 MILE NORTHEAST OF MILEPOST
 DF0221'8, NEAR THE CROSSING OF BARTONS CHAPEL ROAD, 33 FEET NORTHWEST
 DF0221'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 133 FEET NORTHEAST OF
 DF0221'THE CENTER OF THE ROAD CROSSING THE MAIN TRACK, 100 FEET EAST
 DF0221'OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHWEST AND ACROSS
 DF0221'THE TRACK FROM A SWITCHSTAND FOR A SIDING, 4 FEET WEST OF A
 DF0221'TELEGRAPH POLE, 1.5 FEET NORTHEAST OF A STEEL WITNESS POST, 1
 DF0221'FOOT BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 DF0221'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 DF0221
 DF0221                          STATION RECOVERY (1979)
 DF0221
 DF0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0221'RECOVERED IN GOOD CONDITION.
 DF0221
 DF0221                          STATION RECOVERY (2005)
 DF0221
 DF0221'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 DF0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0195 ***********************************************************************
 CL0195  DESIGNATION -  C 308
 CL0195  PID         -  CL0195
 CL0195  STATE/COUNTY-  GA/TATTNALL
 CL0195  USGS QUAD   -  COBBTOWN (1985)
 CL0195
 CL0195                         *CURRENT SURVEY CONTROL
 CL0195  ___________________________________________________________________
 CL0195* NAD 83(1986)-  32 15 55.     (N)    082 08 04.     (W)     SCALED    
 CL0195* NAVD 88     -        77.877  (meters)     255.50   (feet)  ADJUSTED  
 CL0195  ___________________________________________________________________
 CL0195  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CL0195  DYNAMIC HT  -          77.788 (meters)     255.21  (feet)  COMP
 CL0195  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CL0195
 CL0195  VERT ORDER  -  SECOND    CLASS 0
 CL0195
 CL0195.The horizontal coordinates were scaled from a topographic map and have
 CL0195.an estimated accuracy of +/- 6 seconds.
 CL0195
 CL0195.The orthometric height was determined by differential leveling
 CL0195.and adjusted by the National Geodetic Survey in June 1991..
 CL0195
 CL0195.The geoid height was determined by GEOID03.
 CL0195
 CL0195.The dynamic height is computed by dividing the NAVD 88
 CL0195.geopotential number by the normal gravity value computed on the
 CL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0195.degrees latitude (g = 980.6199 gals.).
 CL0195
 CL0195.The modeled gravity was interpolated from observed gravity values.
 CL0195
 CL0195;                    North         East    Units  Estimated Accuracy
 CL0195;SPC GA E     -   251,130.      203,040.      MT  (+/- 180 meters Scaled)
 CL0195
 CL0195                          SUPERSEDED SURVEY CONTROL
 CL0195
 CL0195  NGVD 29 (??/??/92)   78.072  (m)          256.14   (f) ADJ UNCH    2 0
 CL0195
 CL0195.Superseded values are not recommended for survey control.
 CL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0195.See file dsdata.txt to determine how the superseded data were derived.
 CL0195
 CL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR931704(NAD 83)
 CL0195_MARKER: DB = BENCH MARK DISK
 CL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0195_STAMPING: C 308 1962
 CL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0195+STABILITY: SURFACE MOTION
 CL0195
 CL0195  HISTORY     - Date     Condition        Report By
 CL0195  HISTORY     - 1962     MONUMENTED       CGS
 CL0195
 CL0195                          STATION DESCRIPTION
 CL0195
 CL0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0195'0.8 MI S FROM COBBTOWN.
 CL0195'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 23 AND 121 FROM THE
 CL0195'COBBTOWN SCHOOL AT COBBTOWN, NEAR A GRADED ROAD INTERSECTION,
 CL0195'88 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 170 FEET
 CL0195'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND
 CL0195'THE GRADED ROAD, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CL0195'ROAD LEADING TO THE SOUTHWEST FROM THE HIGHWAY, 1.4 FEET WEST OF
 CL0195'A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND THE HIGHWAY,
 CL0195'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 CL0195'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0158 ***********************************************************************
 CL0158  DESIGNATION -  C 309
 CL0158  PID         -  CL0158
 CL0158  STATE/COUNTY-  GA/TATTNALL
 CL0158  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL0158
 CL0158                         *CURRENT SURVEY CONTROL
 CL0158  ___________________________________________________________________
 CL0158* NAD 83(1986)-  32 07 23.     (N)    082 07 13.     (W)     SCALED    
 CL0158* NAVD 88     -        41.976  (meters)     137.72   (feet)  ADJUSTED  
 CL0158  ___________________________________________________________________
 CL0158  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CL0158  DYNAMIC HT  -          41.927 (meters)     137.56  (feet)  COMP
 CL0158  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 CL0158
 CL0158  VERT ORDER  -  SECOND    CLASS 0
 CL0158
 CL0158.The horizontal coordinates were scaled from a topographic map and have
 CL0158.an estimated accuracy of +/- 6 seconds.
 CL0158
 CL0158.The orthometric height was determined by differential leveling
 CL0158.and adjusted by the National Geodetic Survey in June 1991..
 CL0158
 CL0158.The geoid height was determined by GEOID03.
 CL0158
 CL0158.The dynamic height is computed by dividing the NAVD 88
 CL0158.geopotential number by the normal gravity value computed on the
 CL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0158.degrees latitude (g = 980.6199 gals.).
 CL0158
 CL0158.The modeled gravity was interpolated from observed gravity values.
 CL0158
 CL0158;                    North         East    Units  Estimated Accuracy
 CL0158;SPC GA E     -   235,360.      204,380.      MT  (+/- 180 meters Scaled)
 CL0158
 CL0158                          SUPERSEDED SURVEY CONTROL
 CL0158
 CL0158  NGVD 29 (??/??/92)   42.195  (m)          138.43   (f) ADJ UNCH    2 0
 CL0158
 CL0158.Superseded values are not recommended for survey control.
 CL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0158.See file dsdata.txt to determine how the superseded data were derived.
 CL0158
 CL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR943546(NAD 83)
 CL0158_MARKER: DB = BENCH MARK DISK
 CL0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CL0158_SP_SET: CULVERT
 CL0158_STAMPING: C 309 1962
 CL0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL0158
 CL0158  HISTORY     - Date     Condition        Report By
 CL0158  HISTORY     - 1962     MONUMENTED       CGS
 CL0158
 CL0158                          STATION DESCRIPTION
 CL0158
 CL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CL0158'2.6 MI N FROM REIDSVILLE.
 CL0158'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE AT
 CL0158'REIDSVILLE, ON TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD
 CL0158'WALL OF A 40-FOOT BOX CULVERT WITH 3 DIVIDING PIERS, 21 FEET EAST
 CL0158'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH END
 CL0158'OF THE HEAD WALL AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6192 ***********************************************************************
 CK6192  HT_MOD      -  This is a Height Modernization Survey Station.
 CK6192  DESIGNATION -  C 31
 CK6192  PID         -  CK6192
 CK6192  STATE/COUNTY-  GA/CHATHAM
 CK6192  USGS QUAD   -  FORT PULASKI (1978)
 CK6192
 CK6192                         *CURRENT SURVEY CONTROL
 CK6192  ___________________________________________________________________
 CK6192* NAD 83(1994)-  32 05 00.55864(N)    080 59 54.15278(W)     ADJUSTED  
 CK6192* NAVD 88     -         2.30   (meters)       7.5    (feet)  GPS OBS   
 CK6192  ___________________________________________________________________
 CK6192  X           -     846,324.551 (meters)                     COMP
 CK6192  Y           -  -5,342,502.709 (meters)                     COMP
 CK6192  Z           -   3,368,263.506 (meters)                     COMP
 CK6192  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CK6192  ELLIP HEIGHT-         -29.07  (meters)          (03/13/03) GPS OBS
 CK6192  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CK6192
 CK6192  HORZ ORDER  -  FIRST
 CK6192  ELLP ORDER  -  FOURTH    CLASS II
 CK6192
 CK6192.The horizontal coordinates were established by GPS observations
 CK6192.and adjusted by the National Geodetic Survey in March 2003..
 CK6192
 CK6192.The orthometric height was determined by GPS observations and a
 CK6192.high-resolution geoid model using precise GPS observation and
 CK6192.processing techniques.
 CK6192
 CK6192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6192
 CK6192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6192
 CK6192.The ellipsoidal height was determined by GPS observations
 CK6192.and is referenced to NAD 83.
 CK6192
 CK6192.The geoid height was determined by GEOID03.
 CK6192
 CK6192;                    North         East     Units Scale Factor Converg.
 CK6192;SPC GA E     -   231,571.059   310,287.654   MT  1.00004996   +0 37 14.2
 CK6192;SPC GA E     -   759,746.05  1,018,002.08   sFT  1.00004996   +0 37 14.2
 CK6192;SPC SC       -    27,745.257   609,753.366   MT  1.00017262   +0 00 03.2
 CK6192;SPC SC       -    91,027.75  2,000,503.17   iFT  1.00017262   +0 00 03.2
 CK6192;UTM  17      - 3,549,689.827   500,153.278   MT  0.99960000   +0 00 03.1
 CK6192
 CK6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6192!SPC GA E     -   1.00000456  x   1.00004996  =   1.00005452
 CK6192!SPC SC       -   1.00000456  x   1.00017262  =   1.00017719
 CK6192!UTM  17      -   1.00000456  x   0.99960000  =   0.99960456
 CK6192
 CK6192                          SUPERSEDED SURVEY CONTROL
 CK6192
 CK6192  NAD 83(1986)-  32 05 00.57075(N)    080 59 54.16169(W) AD(       ) 1
 CK6192  NAD 83(1994)-  32 05 00.55881(N)    080 59 54.15315(W) AD(       ) 1
 CK6192  ELLIP H (12/05/00)  -28.99   (m)                       GP(       ) 4 1
 CK6192  NAD 83(1994)-  32 05 00.55912(N)    080 59 54.15543(W) AD(       ) 2
 CK6192  ELLIP H (09/03/97)  -28.95   (m)                       GP(       ) 4 2
 CK6192  NAD 83(1986)-  32 05 00.57309(N)    080 59 54.17186(W) AD(       ) 2
 CK6192  NGVD 29 (03/03/92)    2.6    (m)            9.     (f) GPS OBS        
 CK6192
 CK6192.Superseded values are not recommended for survey control.
 CK6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6192.See file dsdata.txt to determine how the superseded data were derived.
 CK6192
 CK6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0015349690(NAD 83)
 CK6192_MARKER: DD = SURVEY DISK
 CK6192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6192_SP_SET: CONCRETE POST
 CK6192_STAMPING: C 31 MARCH 1990
 CK6192_MARK LOGO: GA4910
 CK6192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6192+STABILITY: SURFACE MOTION
 CK6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6192+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 CK6192
 CK6192  HISTORY     - Date     Condition        Report By
 CK6192  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6192  HISTORY     - 19961119 GOOD             SCGS
 CK6192  HISTORY     - 20000912 GOOD             SCGS
 CK6192
 CK6192                          STATION DESCRIPTION
 CK6192
 CK6192'DESCRIBED BY GEONEX 1990
 CK6192'STATION IS LOCATED EAST OF SAVANNAH ON ELBA ISLAND ON THE PROPERTY OF
 CK6192'SOUTHERN NATURAL GAS COMPANY.  CONTACT MR. JAMES O NEAL AT (912) 944-
 CK6192'3800 FOR PERMISSION TO ACCESS STATION.  IT IS APPROXIMATELY 4.6 MI
 CK6192'(7.40 KM) NORTHEAST FROM THUNDERBOLT, 5.4 MI (8.69 KM) EAST FROM
 CK6192'SAVANNAH, AND 10.4 MI (16.74 KM) WEST-NORTHWEST FROM TYBEE ISLAND.
 CK6192'TO REACH STATION C 31 FROM THE INTERSECTION OF U.S. HIGHWAY 17 ALT.
 CK6192'(BAY STREET) AND U.S. HIGHWAY 17 ALT. (TO TALMADGE BRIDGE), GO EAST
 CK6192'ALONG BAY STREET FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH EAST
 CK6192'BROAD STREET.  CONTINUE EAST ALONG BAY STREET FOR 0.8 MI (1.29 KM) TO
 CK6192'A CURVE TO THE RIGHT AND TRANSITION TO GENERAL MCINTOSH BLVD.
 CK6192'CONTINUE SOUTHEASTERLY ALONG GENERAL MCINTOSH BLVD. FOR 0.3 MI
 CK6192'(0.48 KM) TO THE TRANSITION WITH PRESIDENT STREET EXTENSION.
 CK6192'CONTINUE EAST ALONG PRESIDENT STREET EXTENSION FOR 1.4 MI (2.25 KM)
 CK6192'TO THE INTERSECTION WITH PENNSYLVANIA STREET ON THE LEFT.  CONTINUE
 CK6192'EAST ALONG PRESIDENT STREET EXTENSION FOR 1.0 MI (1.61 KM) TO THE
 CK6192'INTERSECTION WITH ELBA ISLAND ROAD ON THE LEFT.  TURN LEFT AND GO
 CK6192'NORTHERLY ALONG ELBA ISLAND ROAD FOR 0.05 MI (0.08 KM) TO A Y
 CK6192'INTERSECTION. BEAR RIGHT AND CONTINUE NORTHEAST ALONG ELBA ISLAND
 CK6192'ROAD FOR 2.9 MI (4.67 KM) TO A T INTERSECTION.  TURN RIGHT AND
 CK6192'CONTINUE EAST ALONG ELBA ISLAND ROAD FOR 0.25 MI (0.40 KM) TO A
 CK6192'CONCRETE CULVERT PASSING UNDER THE ROAD, PRECEDING A CURVE TO THE
 CK6192'LEFT, AND THE STATION ON THE LEFT.
 CK6192'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6192'STAMPED ---C 31  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6192'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6192'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6192'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6192'LOCATED ON THE NORTHEAST SIDE OF ELBA ISLAND ROAD, 39 DEGREES AZIMUTH
 CK6192', 63.5 FT (19.35 M) FROM THE NORTHWEST WING WALL OF THE CONCRETE
 CK6192'CULVERT, 247 DEGREES AZIMUTH, 84.3 FT (25.69 M) FROM A CORNER POST OF
 CK6192'A FENCE AT AN ANGLE POINT, 292 DEGREES AZIMUTH, 176.4 FT (53.77 M)
 CK6192'FROM A PK NAIL W/ SHINER IN THE SOUTHWEST EDGE OF A DRIVE PARALLELING
 CK6192'THE FENCE, AND SOUTH, 2.0 FT (0.61 M) FROM A WITNESS POST.
 CK6192
 CK6192                          STATION RECOVERY (1996)
 CK6192
 CK6192'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK6192'STATION IS LOCATED 5.65 MILES (9.09 KM) EAST OF SAVANNAH, 10.6 MILES
 CK6192'(17.1 KM) NORTHWEST OF TYBEE ISLAND.  OWNERSHIP--SOUTHERN NATIONAL
 CK6192'GAS, PHONE 912-944-3800.  NOTE-SIGN CHECK-IN SHEET AT VISITORS CENTER.
 CK6192'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF THE EAST END OF
 CK6192'INTERSTATE 16 AND A PAVED ROAD (MARTIN LUTHER KING JR. BOULEVARD) ON
 CK6192'THE WEST SIDE OF SAVANNAH, GO NORTH NORTHEAST ON MARTIN LUTHER KING
 CK6192'JR.  BOULEVARD FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF A PAVED ROAD
 CK6192'(BAY STREET) , TURN RIGHT ON BAY STREET FOR 1.05 MILES (1.69 KM) TO
 CK6192'THE JUNCTION OF A PAVED ROAD (PRESIDENT STREET) , BEAR LEFT ON
 CK6192'PRESIDENT STREET FOR 2.45 MILES (3.94 KM) TO THE JUNCTION OF A PAVED
 CK6192'ROAD (ELBA ISLAND ROAD) LEFT, TURN LEFT ON ELBA ISLAND ROAD FOR 0.05
 CK6192'MILE (0.08 KM) TO A Y-INTERSECTION, BEAR RIGHT AND CONTINUE NORTHEAST
 CK6192'ALONG ELBA ISLAND ROAD FOR 2.9 MILES (4.7 KM) TO A T-JUNCTION, TURN
 CK6192'RIGHT FOR 0.25 MILE (0.40 KM) TO A CONCRETE CULVERT BENEATH THE ROAD
 CK6192'AND THE STATION ON THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.2
 CK6192'FOOT (6.1 CM) AND 2.5 FEET (0.8 M) BELOW THE MAIN ROAD, 84.5 FEET
 CK6192'(25.8 M) SOUTHWEST OF THE SOUTHWEST FENCE ANGLE, 63.5 FEET (19.4 M)
 CK6192'NORTH NORTHEAST OF THE NORTHWEST WINGWALL OF THE CULVERT, 112.0 FEET
 CK6192'(34.1 M) NORTHEAST OF THE CENTER OF THE MAIN ROAD, 68.0 FEET (20.7 M)
 CK6192'WEST SOUTHWEST OF THE CENTER OF AN ACCESS ROAD AT CURVE.  RECOVERED BY
 CK6192'R.W.  ROBERTS.
 CK6192
 CK6192                          STATION RECOVERY (2000)
 CK6192
 CK6192'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6192'STATION IS LOCATED 5.65 MILES (9.09 KM) EAST OF SAVANNAH, 10.6 MILES
 CK6192'(17.1 KM) NORTHWEST OF TYBEE ISLAND.  EL PASO ENERGY, PHONE
 CK6192'912-944-3800.  TO REACH THE STATION FROM THE SOUTHWEST JUNCTION OF
 CK6192'U.S.  HIGHWAY 80 AND STATE HIGHWAY 367 (JOHNNY MERCER BOULEVARD) , 5.6
 CK6192'MILES (9.0 KM) SOUTHEAST OF SAVANNAH, GO EAST NORTHEAST ON HIGHWAY 80
 CK6192'FOR 1.1 MILES (1.8 KM) TO THE JUNCTION OVERPASS OF THE ISLANDS
 CK6192'EXPRESSWAY, TURN LEFT AND GO WEST ON THE ISLANDS EXPRESSWAY FOR 2.65
 CK6192'MILES (4.26 KM) TO THE JUNCTION OF A RUNAWAY POINT ROAD AND ELBA
 CK6192'ISLAND ROAD RIGHT, TURN RIGHT ON ELBA ISLAND ROAD FOR 0.05 MILE (0.08
 CK6192'KM) TO A Y-JUNCTION, BEAR RIGHT AND CONTINUE NORTHEAST ALONG ELBA
 CK6192'ISLAND ROAD FOR 2.8 MILES (4.5 KM) TO A T-JUNCTION, TURN RIGHT FOR 0.2
 CK6192'MILE (0.3 KM) TO A CONCRETE CULVERT BENEATH THE ROAD AND THE STATION
 CK6192'ON THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM)
 CK6192'AND 2.0 FEET (0.6 M) BELOW THE ROAD, 84.1 FEET (25.6 M) WEST SOUTHWEST
 CK6192'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 63.3 FEET (19.3 M)
 CK6192'NORTHEAST OF THE NORTHWEST WINGWALL OF THE CULVERT, 111.7 FEET (34.0
 CK6192'M) NORTHEAST OF THE CENTER OF THE MAIN ROAD, 66.5 FEET (20.3 M) WEST
 CK6192'SOUTHWEST OF THE CENTER OF AN ACCESS ROAD AT CURVE. RECOVERED BY J.B.
 CK6192'SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0153 ***********************************************************************
 BT0153  DESIGNATION -  C 310
 BT0153  PID         -  BT0153
 BT0153  STATE/COUNTY-  GA/LEE
 BT0153  USGS QUAD   -  LEESBURG (1988)
 BT0153
 BT0153                         *CURRENT SURVEY CONTROL
 BT0153  ___________________________________________________________________
 BT0153* NAD 83(1986)-  31 37 57.     (N)    084 13 25.     (W)     SCALED    
 BT0153* NAVD 88     -        75.418  (meters)     247.43   (feet)  ADJUSTED  
 BT0153  ___________________________________________________________________
 BT0153  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT0153  DYNAMIC HT  -          75.328 (meters)     247.14  (feet)  COMP
 BT0153  MODELED GRAV-     979,444.9   (mgal)                       NAVD 88
 BT0153
 BT0153  VERT ORDER  -  FIRST     CLASS I
 BT0153
 BT0153.The horizontal coordinates were scaled from a topographic map and have
 BT0153.an estimated accuracy of +/- 6 seconds.
 BT0153
 BT0153.The orthometric height was determined by differential leveling
 BT0153.and adjusted by the National Geodetic Survey in June 1991..
 BT0153
 BT0153.The geoid height was determined by GEOID03.
 BT0153
 BT0153.The dynamic height is computed by dividing the NAVD 88
 BT0153.geopotential number by the normal gravity value computed on the
 BT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0153.degrees latitude (g = 980.6199 gals.).
 BT0153
 BT0153.The modeled gravity was interpolated from observed gravity values.
 BT0153
 BT0153;                    North         East    Units  Estimated Accuracy
 BT0153;SPC GA W     -   180,970.      694,600.      MT  (+/- 180 meters Scaled)
 BT0153
 BT0153                          SUPERSEDED SURVEY CONTROL
 BT0153
 BT0153  NGVD 29 (??/??/92)   75.57   (m)          247.9    (f) COMPUTED    1 1
 BT0153
 BT0153.Superseded values are not recommended for survey control.
 BT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0153.See file dsdata.txt to determine how the superseded data were derived.
 BT0153
 BT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA633030(NAD 83)
 BT0153_MARKER: DB = BENCH MARK DISK
 BT0153_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BT0153+WITH SETTING: INTO GROUND
 BT0153_STAMPING: C 310 1974
 BT0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0153+STABILITY: SURFACE MOTION
 BT0153
 BT0153  HISTORY     - Date     Condition        Report By
 BT0153  HISTORY     - 1974     MONUMENTED       NGS
 BT0153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BT0153
 BT0153                          STATION DESCRIPTION
 BT0153
 BT0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0153'7 MI NW FROM ALBANY.
 BT0153'0.3 MILES NORTH ALONG JEFFERSON STREET FROM THE POST OFFICE AT
 BT0153'ALBANY, THENCE 1.15 MILES WEST ALONG ROOSEVELT AVENUE, THENCE 0.15
 BT0153'MILES NORTHWEST ALONG PINE AVENUE, THENCE 4.4 MILES NORTHWEST ALONG
 BT0153'U.S. HIGHWAY 82, THENCE 0.55 MILES NORTH ALONG A GRADED ROAD,
 BT0153'THENCE 0.4 MILES EAST ALONG A GRADED ROAD.  0.1 MILE EAST OF A
 BT0153'WHITE HOUSE, 42.0 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD,
 BT0153'8.0 FEET SOUTH OF A WIRE FENCE, 1.5 FEET WEST OF A POWER LINE POLE,
 BT0153'1.0 FEET EAST OF A METAL WITNESS POST, ON TOP OF A COPPER COATED
 BT0153'STEEL ROD 4 FEET IN THE GROUND AND PROTECTED BY A 6 INCH ORANGEBURG
 BT0153'PIPE WHICH PROJECTS 2 INCHES AND IS ABOUT 1.0 FOOT ABOVE THE LEVEL
 BT0153'OF THE ROAD.
 BT0153
 BT0153                          STATION RECOVERY (1989)
 BT0153
 BT0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 BT0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0085 ***********************************************************************
 BT0085  DESIGNATION -  C 314
 BT0085  PID         -  BT0085
 BT0085  STATE/COUNTY-  GA/DOUGHERTY
 BT0085  USGS QUAD   -  ALBANY EAST (1988)
 BT0085
 BT0085                         *CURRENT SURVEY CONTROL
 BT0085  ___________________________________________________________________
 BT0085* NAD 83(1986)-  31 34 20.     (N)    084 03 39.     (W)     SCALED    
 BT0085* NAVD 88     -        64.209  (meters)     210.66   (feet)  ADJUSTED  
 BT0085  ___________________________________________________________________
 BT0085  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT0085  DYNAMIC HT  -          64.132 (meters)     210.41  (feet)  COMP
 BT0085  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BT0085
 BT0085  VERT ORDER  -  FIRST     CLASS I
 BT0085
 BT0085.The horizontal coordinates were scaled from a topographic map and have
 BT0085.an estimated accuracy of +/- 6 seconds.
 BT0085
 BT0085.The orthometric height was determined by differential leveling
 BT0085.and adjusted by the National Geodetic Survey in June 1991..
 BT0085
 BT0085.The geoid height was determined by GEOID03.
 BT0085
 BT0085.The dynamic height is computed by dividing the NAVD 88
 BT0085.geopotential number by the normal gravity value computed on the
 BT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0085.degrees latitude (g = 980.6199 gals.).
 BT0085
 BT0085.The modeled gravity was interpolated from observed gravity values.
 BT0085
 BT0085;                    North         East    Units  Estimated Accuracy
 BT0085;SPC GA W     -   174,290.      710,050.      MT  (+/- 180 meters Scaled)
 BT0085
 BT0085                          SUPERSEDED SURVEY CONTROL
 BT0085
 BT0085  NGVD 29 (??/??/92)   64.28   (m)          210.9    (f) COMPUTED    1 1
 BT0085
 BT0085.Superseded values are not recommended for survey control.
 BT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0085.See file dsdata.txt to determine how the superseded data were derived.
 BT0085
 BT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV789967(NAD 83)
 BT0085_MARKER: DB = BENCH MARK DISK
 BT0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BT0085_SP_SET: CULVERT HEADWALL
 BT0085_STAMPING: C 314 1974
 BT0085_MARK LOGO: NGS   
 BT0085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0085+STABILITY: SURFACE MOTION
 BT0085
 BT0085  HISTORY     - Date     Condition        Report By
 BT0085  HISTORY     - 1974     MONUMENTED       NGS
 BT0085  HISTORY     - 19951213 GOOD             NGS
 BT0085
 BT0085                          STATION DESCRIPTION
 BT0085
 BT0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BT0085'4.1 MI NW FROM ACREE.
 BT0085'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE CROSSING OF THE
 BT0085'COUNTY LINE ROAD AT THE WEST END OF ACREE, 0.10 MILE WEST OF THE
 BT0085'WEST END OF THE FIRESTONE PLANT, 151.0 FEET SOUTH OF THE CENTERLINE
 BT0085'OF THE EASTBOUND LANE OF U.S. HIGHWAY 82.  SET IN THE TOP OF THE
 BT0085'WEST END OF THE SOUTH CONCRETE HEADWALL OF A 24 INCH CONCRETE
 BT0085'CULVERT UNDER THE HIGHWAY.  ABOUT 4 FEET BELOW THE LEVEL OF THE
 BT0085'HIGHWAY.
 BT0085
 BT0085                          STATION RECOVERY (1995)
 BT0085
 BT0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 BT0085'MARK IS IN EASTERN DOUGHERTY COUNTY, 2.05 MILES (3.30 KM) EAST ALONG
 BT0085'US 82 (SYLESTER HWY) FROM MOCK RD TO THE MARK ON THE RIGHT OR 4.1
 BT0085'MILES (6.6 KM) WEST FROM WORTH-DOUGHERTY COUNTY LINE, SOUTH ACROSS HWY
 BT0085'FROM BP GAS STATION, IN TOP OF WEST END OF SOUTH HEADWALL, IN FRONT OF
 BT0085'FOUR PINES IN A ROW WEST OF COOPER TIRE PLANT, 28.7 FT (8.7 M) SOUTH
 BT0085'OF EDGE OF EASTBOUND HWY PAVEMENT, 76.8 FT (23.4 M) NORTHEAST OF A
 BT0085'RIGHT-OF-WAY MONUMENT, 43 FT (13.1 M) NORTH-NORTHEAST OF EASTERNMOST
 BT0085'PINE TREE.  SET IN TOP OF CONCRETE HEADWALL FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1175 ***********************************************************************
 BS1175  DESIGNATION -  C 315
 BS1175  PID         -  BS1175
 BS1175  STATE/COUNTY-  GA/TIFT
 BS1175  USGS QUAD   -  TIFTON WEST (1988)
 BS1175
 BS1175                         *CURRENT SURVEY CONTROL
 BS1175  ___________________________________________________________________
 BS1175* NAD 83(1986)-  31 26 31.     (N)    083 34 29.     (W)     SCALED    
 BS1175* NAVD 88     -        92.190  (meters)     302.46   (feet)  ADJUSTED  
 BS1175  ___________________________________________________________________
 BS1175  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BS1175  DYNAMIC HT  -          92.079 (meters)     302.10  (feet)  COMP
 BS1175  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 BS1175
 BS1175  VERT ORDER  -  FIRST     CLASS I
 BS1175
 BS1175.The horizontal coordinates were scaled from a topographic map and have
 BS1175.an estimated accuracy of +/- 6 seconds.
 BS1175
 BS1175.The orthometric height was determined by differential leveling
 BS1175.and adjusted by the National Geodetic Survey in June 1991..
 BS1175
 BS1175.The geoid height was determined by GEOID03.
 BS1175
 BS1175.The dynamic height is computed by dividing the NAVD 88
 BS1175.geopotential number by the normal gravity value computed on the
 BS1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1175.degrees latitude (g = 980.6199 gals.).
 BS1175
 BS1175.The modeled gravity was interpolated from observed gravity values.
 BS1175
 BS1175;                    North         East    Units  Estimated Accuracy
 BS1175;SPC GA W     -   160,000.      756,270.      MT  (+/- 180 meters Scaled)
 BS1175
 BS1175                          SUPERSEDED SURVEY CONTROL
 BS1175
 BS1175  NGVD 29 (??/??/92)   92.374  (m)          303.06   (f) ADJ UNCH    1 1
 BS1175
 BS1175.Superseded values are not recommended for survey control.
 BS1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1175.See file dsdata.txt to determine how the superseded data were derived.
 BS1175
 BS1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ553814(NAD 83)
 BS1175_MARKER: DB = BENCH MARK DISK
 BS1175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS1175_SP_SET: CULVERT
 BS1175_STAMPING: C 315 1974
 BS1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS1175
 BS1175  HISTORY     - Date     Condition        Report By
 BS1175  HISTORY     - 1974     MONUMENTED       NGS
 BS1175
 BS1175                          STATION DESCRIPTION
 BS1175
 BS1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS1175'4.2 MI NW FROM TIFTON.
 BS1175'2.25 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BS1175'UNION STATION AT TIFTON TO THE CROSSING OF A BLACKTOP ROAD,
 BS1175'THENCE 0.25 MILES SOUTH ALONG THE BLACKTOP ROAD TO THE JUNCTION
 BS1175'OF U.S. HIGHWAY 82, THENCE 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY
 BS1175'82.  84.0 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY
 BS1175'LEADING TO A SMALL WHITE WOOD FRAME HOUSE, 22.0 FEET NORTHEAST
 BS1175'OF THE CENTERLINE OF U.S. HIGHWAY 82.  SET IN THE TOP OF THE
 BS1175'NORTHWEST END OF A 7 FOOT CONCRETE HEADWALL FOR 30 INCH PIPE
 BS1175'CULVERT UNDER THE HIGHWAY.  ABOUT 1.0 FEET BELOW THE LEVEL OF
 BS1175'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1748 ***********************************************************************
 BS1748  DESIGNATION -  C 316 RESET
 BS1748  PID         -  BS1748
 BS1748  STATE/COUNTY-  GA/BERRIEN
 BS1748  USGS QUAD   -  TENMILE BAY (1972)
 BS1748
 BS1748                         *CURRENT SURVEY CONTROL
 BS1748  ___________________________________________________________________
 BS1748* NAD 83(1986)-  31 22 18.     (N)    083 08 38.     (W)     SCALED    
 BS1748* NAVD 88     -        76.34   (meters)     250.5    (feet)  RESET     
 BS1748  ___________________________________________________________________
 BS1748  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BS1748
 BS1748  VERT ORDER  -  THIRD
 BS1748
 BS1748.The horizontal coordinates were scaled from a topographic map and have
 BS1748.an estimated accuracy of +/- 6 seconds.
 BS1748
 BS1748.The orthometric height was computed from unverified reset data.
 BS1748
 BS1748.The geoid height was determined by GEOID03.
 BS1748
 BS1748;                    North         East    Units  Estimated Accuracy
 BS1748;SPC GA W     -   152,510.      797,290.      MT  (+/- 180 meters Scaled)
 BS1748
 BS1748                          SUPERSEDED SURVEY CONTROL
 BS1748
 BS1748.No superseded survey control is available for this station.
 BS1748
 BS1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ961727(NAD 83)
 BS1748_MARKER: DB = BENCH MARK DISK
 BS1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1748_SP_SET: CONCRETE POST
 BS1748_STAMPING: C 316 RESET 1987
 BS1748_MARK LOGO: GADT  
 BS1748_PROJECTION: FLUSH
 BS1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1748+STABILITY: SURFACE MOTION
 BS1748
 BS1748  HISTORY     - Date     Condition        Report By
 BS1748  HISTORY     - 1987     MONUMENTED       GADT
 BS1748
 BS1748                          STATION DESCRIPTION
 BS1748
 BS1748'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1987
 BS1748'8.2 KM (5.10 MI) SE FROM ALAPAHA.
 BS1748'0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 129 FROM THE POST OFFICE
 BS1748'IN ALAPAHA TO THE JUNCTION OF US HIGHWAY 82, THENCE 7.8 KM (4.85 MI)
 BS1748'SOUTHEAST ALONG US HIGHWAY 82, TO THE JUNCTION OF COUNTY ROAD 256,
 BS1748'21.9 M (71.9 FT) SOUTHEAST OF CENTERLINE OF COUNTY ROAD 256, 0.35 KM
 BS1748'(0.20 MI) EAST OF HIGHWAY MILEPOST 14, 0.39 KM (0.25 MI) WEST OF A 24
 BS1748'INCH CONCRETE X DRAIN, 15.5 M (50.9 FT) SOUTH OF US 82 CENTERLINE,
 BS1748'12.5 M (41.0 FT) NORTHWEST OF 18 INCH OAK, 0.5 M (1.6 FT) NORTH OF
 BS1748'FENCE, AND 0.3 M (1.0 FT) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0550 ***********************************************************************
 BS0550  DESIGNATION -  C 317
 BS0550  PID         -  BS0550
 BS0550  STATE/COUNTY-  GA/ATKINSON
 BS0550  USGS QUAD   -  PEARSON (1987)
 BS0550
 BS0550                         *CURRENT SURVEY CONTROL
 BS0550  ___________________________________________________________________
 BS0550* NAD 83(1986)-  31 18 03.     (N)    082 52 10.     (W)     SCALED    
 BS0550* NAVD 88     -        61.375  (meters)     201.36   (feet)  ADJUSTED  
 BS0550  ___________________________________________________________________
 BS0550  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BS0550  DYNAMIC HT  -          61.301 (meters)     201.12  (feet)  COMP
 BS0550  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 BS0550  OBS GRAVITY -     979,441.2   (mgal)                       GRAV_OBS
 BS0550
 BS0550  VERT ORDER  -  FIRST     CLASS I
 BS0550
 BS0550.The horizontal coordinates were scaled from a topographic map and have
 BS0550.an estimated accuracy of +/- 6 seconds.
 BS0550
 BS0550.The orthometric height was determined by differential leveling
 BS0550.and adjusted by the National Geodetic Survey in June 1991..
 BS0550
 BS0550.The geoid height was determined by GEOID03.
 BS0550
 BS0550.The dynamic height is computed by dividing the NAVD 88
 BS0550.geopotential number by the normal gravity value computed on the
 BS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0550.degrees latitude (g = 980.6199 gals.).
 BS0550
 BS0550.The modeled gravity was interpolated from observed gravity values.
 BS0550.The observed gravity was obtained from relative gravimeter ties
 BS0550.to the IGSN71 gravity network.
 BS0550
 BS0550;                    North         East    Units  Estimated Accuracy
 BS0550;SPC GA E     -   144,410.      133,100.      MT  (+/- 180 meters Scaled)
 BS0550
 BS0550                          SUPERSEDED SURVEY CONTROL
 BS0550
 BS0550  NGVD 29 (??/??/92)   61.610  (m)          202.13   (f) ADJ UNCH    1 1
 BS0550
 BS0550.Superseded values are not recommended for survey control.
 BS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0550.See file dsdata.txt to determine how the superseded data were derived.
 BS0550
 BS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ220644(NAD 83)
 BS0550_MARKER: DB = BENCH MARK DISK
 BS0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS0550_SP_SET: 4 FEET
 BS0550_STAMPING: C 317 1974
 BS0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS0550
 BS0550  HISTORY     - Date     Condition        Report By
 BS0550  HISTORY     - 1974     MONUMENTED       NGS
 BS0550
 BS0550                          STATION DESCRIPTION
 BS0550
 BS0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BS0550'1 MI W FROM PEARSON.
 BS0550'1.0 MILES WEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BS0550'STATION AT PEARSON.  180.0 FEET NORTH-NORTHEAST OF MILE POST 619,
 BS0550'148.0 FEET NORTH OF THE NORTH RAIL, 86.0 FEET SOUTHEAST OF THE
 BS0550'SOUTHEAST CORNER OF A LARGE METAL TOBACCO WAREHOUSE, 71.0 FEET
 BS0550'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82, 37.0 FEET EAST OF THE
 BS0550'CENTERLINE OF A DRIVEWAY TO THE WAREHOUSE, 2.0 FEET EAST OF A
 BS0550'POWER LINE POLE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
 BS0550'ON TOP OF A COPPER COATED STEEL ROD SET 4 FEET IN THE GROUND,
 BS0550'FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE
 BS0550'WHICH PROJECTS 4 INCHES.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0039 ***********************************************************************
 BS0039  DESIGNATION -  C 318
 BS0039  PID         -  BS0039
 BS0039  STATE/COUNTY-  GA/WARE
 BS0039  USGS QUAD   -  WAYCROSS EAST (1988)
 BS0039
 BS0039                         *CURRENT SURVEY CONTROL
 BS0039  ___________________________________________________________________
 BS0039* NAD 83(1986)-  31 11 54.     (N)    082 19 32.     (W)     SCALED    
 BS0039* NAVD 88     -        41.620  (meters)     136.55   (feet)  ADJUSTED  
 BS0039  ___________________________________________________________________
 BS0039  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BS0039  DYNAMIC HT  -          41.569 (meters)     136.38  (feet)  COMP
 BS0039  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 BS0039
 BS0039  VERT ORDER  -  FIRST     CLASS I
 BS0039
 BS0039.The horizontal coordinates were scaled from a topographic map and have
 BS0039.an estimated accuracy of +/- 6 seconds.
 BS0039
 BS0039.The orthometric height was determined by differential leveling
 BS0039.and adjusted by the National Geodetic Survey in June 1991..
 BS0039
 BS0039.The geoid height was determined by GEOID03.
 BS0039
 BS0039.The dynamic height is computed by dividing the NAVD 88
 BS0039.geopotential number by the normal gravity value computed on the
 BS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0039.degrees latitude (g = 980.6199 gals.).
 BS0039
 BS0039.The modeled gravity was interpolated from observed gravity values.
 BS0039
 BS0039;                    North         East    Units  Estimated Accuracy
 BS0039;SPC GA E     -   132,850.      184,860.      MT  (+/- 180 meters Scaled)
 BS0039
 BS0039                          SUPERSEDED SURVEY CONTROL
 BS0039
 BS0039  NGVD 29 (??/??/92)   41.898  (m)          137.46   (f) ADJ UNCH    1 1
 BS0039
 BS0039.Superseded values are not recommended for survey control.
 BS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0039.See file dsdata.txt to determine how the superseded data were derived.
 BS0039
 BS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ737523(NAD 83)
 BS0039_MARKER: DB = BENCH MARK DISK
 BS0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BS0039_SP_SET: CULVERT
 BS0039_STAMPING: C 318 1974
 BS0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BS0039+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 BS0039
 BS0039  HISTORY     - Date     Condition        Report By
 BS0039  HISTORY     - 1974     MONUMENTED       NGS
 BS0039  HISTORY     - 1975     GOOD             NGS
 BS0039  HISTORY     - 20010620 GOOD             INDIV
 BS0039
 BS0039                          STATION DESCRIPTION
 BS0039
 BS0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS0039'2.1 MI SE FROM WAYCROSS.
 BS0039'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE COURTHOUSE
 BS0039'AT WAYCROSS.  AT THE SOUTHWEST END AND ACROSS U.S. HIGHWAY 1 FROM
 BS0039'THE HATCHER POINT MALL.  SET IN THE TOP OF THE NORTHWEST END OF
 BS0039'THE SOUTHWEST CONCRETE HEADWALL OF A TWIN 36 INCH CONCRETE PIPE
 BS0039'CULVERT UNDER U.S. HIGHWAY 1.  43.0 FEET SOUTHWEST OF THE
 BS0039'CENTERLINE OF THE SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 1, 41.0
 BS0039'FEET NORTHWEST OF THE CENTERLINE OF A PAVED LEADING SOUTH.  THE
 BS0039'MARK IS ABOUT 2.0 BELOW THE LEVEL OF THE HIGHWAY.
 BS0039
 BS0039                          STATION RECOVERY (2001)
 BS0039
 BS0039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RCM)
 BS0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0782 ***********************************************************************
 BC0782  DESIGNATION -  C 319
 BC0782  PID         -  BC0782
 BC0782  STATE/COUNTY-  GA/CHARLTON
 BC0782  USGS QUAD   -  BOULOGNE (1992)
 BC0782
 BC0782                         *CURRENT SURVEY CONTROL
 BC0782  ___________________________________________________________________
 BC0782* NAD 83(1986)-  30 50 39.     (N)    081 54 44.     (W)     SCALED    
 BC0782* NAVD 88     -         3.536  (meters)      11.60   (feet)  ADJUSTED  
 BC0782  ___________________________________________________________________
 BC0782  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BC0782  DYNAMIC HT  -           3.531 (meters)      11.58  (feet)  COMP
 BC0782  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 BC0782
 BC0782  VERT ORDER  -  FIRST     CLASS I
 BC0782
 BC0782.The horizontal coordinates were scaled from a topographic map and have
 BC0782.an estimated accuracy of +/- 6 seconds.
 BC0782
 BC0782.The orthometric height was determined by differential leveling
 BC0782.and adjusted by the National Geodetic Survey in June 1991..
 BC0782
 BC0782.The geoid height was determined by GEOID03.
 BC0782
 BC0782.The dynamic height is computed by dividing the NAVD 88
 BC0782.geopotential number by the normal gravity value computed on the
 BC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0782.degrees latitude (g = 980.6199 gals.).
 BC0782
 BC0782.The modeled gravity was interpolated from observed gravity values.
 BC0782
 BC0782;                    North         East    Units  Estimated Accuracy
 BC0782;SPC GA E     -    93,600.      224,340.      MT  (+/- 180 meters Scaled)
 BC0782
 BC0782                          SUPERSEDED SURVEY CONTROL
 BC0782
 BC0782.No superseded survey control is available for this station.
 BC0782
 BC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ127126(NAD 83)
 BC0782_MARKER: DB = BENCH MARK DISK
 BC0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0782_SP_SET: STEEL ROD
 BC0782_STAMPING: C 319 1974
 BC0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0782
 BC0782  HISTORY     - Date     Condition        Report By
 BC0782  HISTORY     - 1974     MONUMENTED       NGS
 BC0782  HISTORY     - 1975     GOOD             NGS
 BC0782  HISTORY     - 20030916 GOOD             GADT
 BC0782
 BC0782                          STATION DESCRIPTION
 BC0782
 BC0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0782'5.8 MI SE FROM FOLKSTON.
 BC0782'5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE COURTHOUSE
 BC0782'AT FOLKSTON TO A DIRT ROAD CROSSING.  82.0 FEET SOUTHEAST OF THE
 BC0782'CENTERLINE OF THE DIRT ROAD, 59.6 FEET NORTHEAST OF THE CENTERLINE
 BC0782'OF STATE HIGHWAY 40, 5.3 FEET NORTHWEST OF A POWER LINE POLE,
 BC0782'1.1 FEET SOUTHWEST OF A METAL WITNESS POST.  SET ON TOP OF A
 BC0782'COPPER COATED STEEL ROD SET 4 FEET IN THE GROUND, FLUSH WITH
 BC0782'THE GROUND AND PROTECTED BY A 4 INCH STEEL PIPE WHICH PROJECTS
 BC0782'2 INCHES AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BC0782
 BC0782                          STATION RECOVERY (2003)
 BC0782
 BC0782'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 BC0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1734 ***********************************************************************
 BD1734  DESIGNATION -  C 32
 BD1734  PID         -  BD1734
 BD1734  STATE/COUNTY-  GA/BROOKS
 BD1734  USGS QUAD   -  PEBBLE HILL (1987)
 BD1734
 BD1734                         *CURRENT SURVEY CONTROL
 BD1734  ___________________________________________________________________
 BD1734* NAD 83(1986)-  30 59 48.     (N)    083 33 02.     (W)     SCALED    
 BD1734* NAVD 88     -        68.198  (meters)     223.75   (feet)  ADJUSTED  
 BD1734  ___________________________________________________________________
 BD1734  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BD1734  DYNAMIC HT  -          68.112 (meters)     223.46  (feet)  COMP
 BD1734  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 BD1734
 BD1734  VERT ORDER  -  FIRST     CLASS I
 BD1734
 BD1734.The horizontal coordinates were scaled from a topographic map and have
 BD1734.an estimated accuracy of +/- 6 seconds.
 BD1734
 BD1734.The orthometric height was determined by differential leveling
 BD1734.and adjusted by the National Geodetic Survey in June 1991..
 BD1734
 BD1734.The geoid height was determined by GEOID03.
 BD1734
 BD1734.The dynamic height is computed by dividing the NAVD 88
 BD1734.geopotential number by the normal gravity value computed on the
 BD1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1734.degrees latitude (g = 980.6199 gals.).
 BD1734
 BD1734.The modeled gravity was interpolated from observed gravity values.
 BD1734
 BD1734;                    North         East    Units  Estimated Accuracy
 BD1734;SPC GA W     -   110,640.      758,840.      MT  (+/- 180 meters Scaled)
 BD1734
 BD1734                          SUPERSEDED SURVEY CONTROL
 BD1734
 BD1734  NGVD 29 (??/??/92)   68.394  (m)          224.39   (f) ADJ UNCH    1 1
 BD1734
 BD1734.Superseded values are not recommended for survey control.
 BD1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1734.See file dsdata.txt to determine how the superseded data were derived.
 BD1734
 BD1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ564320(NAD 83)
 BD1734_MARKER: DB = BENCH MARK DISK
 BD1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1734_STAMPING: C 32 1917 ELEV 224 35
 BD1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1734+STABILITY: SURFACE MOTION
 BD1734
 BD1734  HISTORY     - Date     Condition        Report By
 BD1734  HISTORY     - 1917     MONUMENTED       CGS
 BD1734  HISTORY     - 1975     GOOD             NGS
 BD1734
 BD1734                          STATION DESCRIPTION
 BD1734
 BD1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1734'5.2 MI NW FROM MORVEN.
 BD1734'4.75 MILES NORTHWEST ALONG STATE HIGHWAY 94 FROM THE INTERSECTION
 BD1734'OF STATE HIGHWAY 76 AT MORVEN, THENCE 0.35 MILE WEST ALONG A
 BD1734'PRIVATE ROAD, THENCE 0.15 MILE SOUTHEAST ALONG AN ABANDONED
 BD1734'RAILROAD BED, ON THE PROPERTY OF THE GRAHAM BROTHERS, 52 FEET
 BD1734'NORTHEAST OF THE CENTER LINE OF THE RAILROAD BED, 154 FEET
 BD1734'NORTH AND ACROSS THE RAILROAD BED FROM A WELL, 101 FEET
 BD1734'NORTH-NORTHEAST AND ACROSS THE RAILROAD BED FROM A WELL STANDPIPE
 BD1734'(5-INCH STEEL PIPE PROJECTING 24 INCHES ABOVE THE GROUND), ABOUT
 BD1734'1 FOOT ABOVE THE LEVEL OF THE RAILROAD BED AND SET IN TOP OF
 BD1734'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1136 ***********************************************************************
 BS1136  DESIGNATION -  C 320
 BS1136  PID         -  BS1136
 BS1136  STATE/COUNTY-  GA/BERRIEN
 BS1136  USGS QUAD   -  WILLACOOCHEE (1972)
 BS1136
 BS1136                         *CURRENT SURVEY CONTROL
 BS1136  ___________________________________________________________________
 BS1136* NAD 83(1986)-  31 15 10.     (N)    083 06 21.     (W)     SCALED    
 BS1136* NAVD 88     -        71.101  (meters)     233.27   (feet)  ADJUSTED  
 BS1136  ___________________________________________________________________
 BS1136  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BS1136  DYNAMIC HT  -          71.015 (meters)     232.99  (feet)  COMP
 BS1136  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 BS1136
 BS1136  VERT ORDER  -  FIRST     CLASS I
 BS1136
 BS1136.The horizontal coordinates were scaled from a topographic map and have
 BS1136.an estimated accuracy of +/- 6 seconds.
 BS1136
 BS1136.The orthometric height was determined by differential leveling
 BS1136.and adjusted by the National Geodetic Survey in June 1991..
 BS1136
 BS1136.The geoid height was determined by GEOID03.
 BS1136
 BS1136.The dynamic height is computed by dividing the NAVD 88
 BS1136.geopotential number by the normal gravity value computed on the
 BS1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1136.degrees latitude (g = 980.6199 gals.).
 BS1136
 BS1136.The modeled gravity was interpolated from observed gravity values.
 BS1136
 BS1136;                    North         East    Units  Estimated Accuracy
 BS1136;SPC GA W     -   139,360.      801,040.      MT  (+/- 180 meters Scaled)
 BS1136
 BS1136                          SUPERSEDED SURVEY CONTROL
 BS1136
 BS1136.No superseded survey control is available for this station.
 BS1136
 BS1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ994595(NAD 83)
 BS1136_MARKER: DB = BENCH MARK DISK
 BS1136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1136_SP_SET: 4 FEET
 BS1136_STAMPING: C 320 1975
 BS1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1136
 BS1136  HISTORY     - Date     Condition        Report By
 BS1136  HISTORY     - 1975     MONUMENTED       NGS
 BS1136
 BS1136                          STATION DESCRIPTION
 BS1136
 BS1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BS1136'10.2 MI NE FROM NASHVILLE.
 BS1136'9.15 MILES NORTHEAST ALONG STATE HIGHWAY 76 FROM THE COURT HOUSE
 BS1136'AT NASHVILLE, THENCE 1.0 MILE NORTHEAST ALONG A GRADED ROAD, ABOUT
 BS1136'100 YARDS NORTH OF A CURVE IN THE ROAD, 48 FEET WEST OF THE
 BS1136'CENTER LINE OF THE ROAD, 30 FEET NORTH OF THE CENTER LINE OF A DIM
 BS1136'ROAD LEADING WEST, 1 FOOT EAST OF A WIRE FENCE, 1 FOOT SOUTH OF
 BS1136'A METAL WITNESS POST WITH SIGN, ON TOP OF A COPPER COATED STEEL
 BS1136'ROD SET 4 FEET IN THE GROUND, 2 INCHES BELOW THE LEVEL OF THE
 BS1136'GROUND AND PROTECTED BY A 6 INCH PLASTIC PIPE PROJECTING 2
 BS1136'INCHES, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1808 ***********************************************************************
 BD1808  DESIGNATION -  C 321
 BD1808  PID         -  BD1808
 BD1808  STATE/COUNTY-  GA/BROOKS
 BD1808  USGS QUAD   -  QUITMAN (1987)
 BD1808
 BD1808                         *CURRENT SURVEY CONTROL
 BD1808  ___________________________________________________________________
 BD1808* NAD 83(1986)-  30 47 32.     (N)    083 32 50.     (W)     SCALED    
 BD1808* NAVD 88     -        41.540  (meters)     136.29   (feet)  ADJUSTED  
 BD1808  ___________________________________________________________________
 BD1808  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BD1808  DYNAMIC HT  -          41.487 (meters)     136.11  (feet)  COMP
 BD1808  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 BD1808
 BD1808  VERT ORDER  -  FIRST     CLASS I
 BD1808
 BD1808.The horizontal coordinates were scaled from a topographic map and have
 BD1808.an estimated accuracy of +/- 6 seconds.
 BD1808
 BD1808.The orthometric height was determined by differential leveling
 BD1808.and adjusted by the National Geodetic Survey in June 1991..
 BD1808
 BD1808.The geoid height was determined by GEOID03.
 BD1808
 BD1808.The dynamic height is computed by dividing the NAVD 88
 BD1808.geopotential number by the normal gravity value computed on the
 BD1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1808.degrees latitude (g = 980.6199 gals.).
 BD1808
 BD1808.The modeled gravity was interpolated from observed gravity values.
 BD1808
 BD1808;                    North         East    Units  Estimated Accuracy
 BD1808;SPC GA W     -    87,980.      759,280.      MT  (+/- 180 meters Scaled)
 BD1808
 BD1808                          SUPERSEDED SURVEY CONTROL
 BD1808
 BD1808.No superseded survey control is available for this station.
 BD1808
 BD1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ562093(NAD 83)
 BD1808_MARKER: DB = BENCH MARK DISK
 BD1808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BD1808_SP_SET: 4 FEET
 BD1808_STAMPING: C 321 1975
 BD1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD1808
 BD1808  HISTORY     - Date     Condition        Report By
 BD1808  HISTORY     - 1975     MONUMENTED       NGS
 BD1808
 BD1808                          STATION DESCRIPTION
 BD1808
 BD1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD1808'1 MI NE FROM QUITMAN.
 BD1808'ABOUT 0.45 MILES EAST ALONG U.S. HWY. 84 FROM THE COURTHOUSE
 BD1808'AT QUITMAN, ABOUT 0.6 MILES NORTHEAST ALONG STATE HWY. 76 TO
 BD1808'THE SOUTHEAST CORNER OF OAK HILL CEMETERY, 62 FT. NORTH OF
 BD1808'CENTERLINE OF INTERSECTION OF PAVED STREET CROSSING, 47 FT.
 BD1808'SOUTHWEST OF CENTERLINE OF HWY., 50 FT. NORTHEAST OF STREET,
 BD1808'36 1/2 FT. EAST OF CENTERLINE OF PAVED ROAD LEADING INTO THE
 BD1808'CEMETERY, 3.4 FT. SOUTH OF CONCRETE BLOCK CORNER POST, ABOUT
 BD1808'1 IN. BELOW THE LEVEL OF GROUND AND SET ON THE TOP OF A 4 FT.
 BD1808'COPPER COATED ROD AND PROTECTED BY A 6 IN. PLASTIC PIPE FLUSH
 BD1808'AND ABOUT 3 FT. ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1209 ***********************************************************************
 BS1209  DESIGNATION -  C 322
 BS1209  PID         -  BS1209
 BS1209  STATE/COUNTY-  GA/COLQUITT
 BS1209  USGS QUAD   -  DOERUN (1974)
 BS1209
 BS1209                         *CURRENT SURVEY CONTROL
 BS1209  ___________________________________________________________________
 BS1209* NAD 83(1986)-  31 18 48.     (N)    083 54 40.     (W)     SCALED    
 BS1209* NAVD 88     -       118.725  (meters)     389.52   (feet)  ADJUSTED  
 BS1209  ___________________________________________________________________
 BS1209  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BS1209  DYNAMIC HT  -         118.578 (meters)     389.03  (feet)  COMP
 BS1209  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 BS1209
 BS1209  VERT ORDER  -  FIRST     CLASS I
 BS1209
 BS1209.The horizontal coordinates were scaled from a topographic map and have
 BS1209.an estimated accuracy of +/- 6 seconds.
 BS1209
 BS1209.The orthometric height was determined by differential leveling
 BS1209.and adjusted by the National Geodetic Survey in June 1991..
 BS1209
 BS1209.The geoid height was determined by GEOID03.
 BS1209
 BS1209.The dynamic height is computed by dividing the NAVD 88
 BS1209.geopotential number by the normal gravity value computed on the
 BS1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1209.degrees latitude (g = 980.6199 gals.).
 BS1209
 BS1209.The modeled gravity was interpolated from observed gravity values.
 BS1209
 BS1209;                    North         East    Units  Estimated Accuracy
 BS1209;SPC GA W     -   145,620.      724,320.      MT  (+/- 180 meters Scaled)
 BS1209
 BS1209                          SUPERSEDED SURVEY CONTROL
 BS1209
 BS1209.No superseded survey control is available for this station.
 BS1209
 BS1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ229679(NAD 83)
 BS1209_MARKER: DB = BENCH MARK DISK
 BS1209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BS1209_SP_SET: 4 FT.
 BS1209_STAMPING: C 322 1975
 BS1209
 BS1209  HISTORY     - Date     Condition        Report By
 BS1209  HISTORY     - UNK      MONUMENTED
 BS1209
 BS1209                          STATION DESCRIPTION
 BS1209
 BS1209'DESCRIBED UNK
 BS1209'0.6 MI SE FROM DOERUN.
 BS1209'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 133 FROM THE CROSSING OF THE
 BS1209'SOUTHERN RAILROAD AT DOERUN, AT A PAVED ROAD LEADING SOUTH, 102 FEET
 BS1209'NORTHWEST OF CENTERLINE OF PAVED ROAD, 81 FEET SOUTHWEST OF CENTERLINE
 BS1209'OF JUNCTION OF HIGHWAY AND PAVED ROAD, 40 FEET SOUTHWEST OF CENTERLINE
 BS1209'OF HIGHWAY, 43.9 FEET NORTHEAST OF NORTHEAST RAIL OF SOUTHERN
 BS1209'RAILROAD, 1 FOOT NORTHWEST OF METAL WITNESS POST WITH SIGN, ABOUT 1
 BS1209'FOOT ABOVE THE LEVEL OF HIGHWAY, ON TOP OF A 4-FOOT LONG COPPER COATED
 BS1209'STEEL ROD PROJECTING 3 INCHES AND PROTECTED BY A 6-INCH PLASTIC PIPE
 BS1209'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0316 ***********************************************************************
 CK0316  DESIGNATION -  C 323
 CK0316  PID         -  CK0316
 CK0316  STATE/COUNTY-  GA/CHATHAM
 CK0316  USGS QUAD   -  GARDEN CITY (1980)
 CK0316
 CK0316                         *CURRENT SURVEY CONTROL
 CK0316  ___________________________________________________________________
 CK0316* NAD 83(1986)-  32 05 36.     (N)    081 09 22.     (W)     SCALED    
 CK0316* NAVD 88     -         5.422  (meters)      17.79   (feet)  ADJUSTED  
 CK0316  ___________________________________________________________________
 CK0316  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 CK0316  DYNAMIC HT  -           5.416 (meters)      17.77  (feet)  COMP
 CK0316  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 CK0316
 CK0316  VERT ORDER  -  FIRST     CLASS I
 CK0316
 CK0316.The horizontal coordinates were scaled from a topographic map and have
 CK0316.an estimated accuracy of +/- 6 seconds.
 CK0316
 CK0316.The orthometric height was determined by differential leveling
 CK0316.and adjusted by the National Geodetic Survey in June 1991..
 CK0316
 CK0316.The geoid height was determined by GEOID03.
 CK0316
 CK0316.The dynamic height is computed by dividing the NAVD 88
 CK0316.geopotential number by the normal gravity value computed on the
 CK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0316.degrees latitude (g = 980.6199 gals.).
 CK0316
 CK0316.The modeled gravity was interpolated from observed gravity values.
 CK0316
 CK0316;                    North         East    Units  Estimated Accuracy
 CK0316;SPC GA E     -   232,510.      295,390.      MT  (+/- 180 meters Scaled)
 CK0316
 CK0316                          SUPERSEDED SURVEY CONTROL
 CK0316
 CK0316  NGVD 29 (03/21/89)    5.706  (m)           18.72   (f) ADJUSTED    1 1
 CK0316
 CK0316.Superseded values are not recommended for survey control.
 CK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0316.See file dsdata.txt to determine how the superseded data were derived.
 CK0316
 CK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR852507(NAD 83)
 CK0316_MARKER: DB = BENCH MARK DISK
 CK0316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CK0316_SP_SET: 56 FEET
 CK0316_STAMPING: C 323 1974
 CK0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0316
 CK0316  HISTORY     - Date     Condition        Report By
 CK0316  HISTORY     - 1974     MONUMENTED       NGS
 CK0316  HISTORY     - 1979     GOOD             DMA
 CK0316
 CK0316                          STATION DESCRIPTION
 CK0316
 CK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CK0316'0.2 MI NW FROM CENTRAL JUNCTION.
 CK0316'ABOUT 0.25 MILE NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD
 CK0316'FROM THE OVERPASS OF U.S. HIGHWAY 80 IN CENTRAL JUNCTION,
 CK0316'ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 490, AT AN OVERHEAD SIGNAL
 CK0316'CROSSING, 27.6 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST RAIL OF
 CK0316'THE TRACK, 2.6 FEET NORTH OF THE NORTH FACE OF THE NORTHWEST ONE
 CK0316'OF FOUR CONCRETE BASES OF THE SIGNAL CROSSING, 2.5 FEET SOUTH OF
 CK0316'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS
 CK0316'AND ON THE TOP OF A COPPER-COATED ROD WHICH IS FLUSH WITH THE
 CK0316'SURFACE OF THE GROUND AND PROTECTED BY A 6-INCH PIPE ENCASED IN
 CK0316'CONCRETE AND PROJECTING 0.1 FOOT.  THE ROD WAS DRIVEN 56 FEET.
 CK0316
 CK0316                          STATION RECOVERY (1979)
 CK0316
 CK0316'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979
 CK0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0501 ***********************************************************************
 BR0501  DESIGNATION -  C 324
 BR0501  PID         -  BR0501
 BR0501  STATE/COUNTY-  GA/BRYAN
 BR0501  USGS QUAD   -  RICHMOND HILL (1997)
 BR0501
 BR0501                         *CURRENT SURVEY CONTROL
 BR0501  ___________________________________________________________________
 BR0501* NAD 83(1986)-  31 53 43.     (N)    081 20 25.     (W)     SCALED    
 BR0501* NAVD 88     -         5.186  (meters)      17.01   (feet)  ADJUSTED  
 BR0501  ___________________________________________________________________
 BR0501  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 BR0501  DYNAMIC HT  -           5.180 (meters)      16.99  (feet)  COMP
 BR0501  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BR0501
 BR0501  VERT ORDER  -  FIRST     CLASS I
 BR0501
 BR0501.The horizontal coordinates were scaled from a topographic map and have
 BR0501.an estimated accuracy of +/- 6 seconds.
 BR0501
 BR0501.The orthometric height was determined by differential leveling
 BR0501.and adjusted by the National Geodetic Survey in June 1991..
 BR0501
 BR0501.The geoid height was determined by GEOID03.
 BR0501
 BR0501.The dynamic height is computed by dividing the NAVD 88
 BR0501.geopotential number by the normal gravity value computed on the
 BR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0501.degrees latitude (g = 980.6199 gals.).
 BR0501
 BR0501.The modeled gravity was interpolated from observed gravity values.
 BR0501
 BR0501;                    North         East    Units  Estimated Accuracy
 BR0501;SPC GA E     -   210,400.      278,170.      MT  (+/- 180 meters Scaled)
 BR0501
 BR0501                          SUPERSEDED SURVEY CONTROL
 BR0501
 BR0501.No superseded survey control is available for this station.
 BR0501
 BR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR678288(NAD 83)
 BR0501_MARKER: DB = BENCH MARK DISK
 BR0501_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BR0501+WITH SETTING: INTO GROUND
 BR0501_SP_SET: COPPER ROD
 BR0501_STAMPING: C 324 1975
 BR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0501+STABILITY: SURFACE MOTION
 BR0501
 BR0501  HISTORY     - Date     Condition        Report By
 BR0501  HISTORY     - 1975     MONUMENTED       NGS
 BR0501
 BR0501                          STATION DESCRIPTION
 BR0501
 BR0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0501'3.6 MI SW FROM RICHMOND HILL.
 BR0501'3.65 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BR0501'THE CROSSING OF STATE HIGHWAY 144 AT RICHMOND HILL, AT MARSHALL
 BR0501'SIDING, 10.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13.4 FEET NORTH
 BR0501'OF THE NORTHWEST CORNER OF MARSHALL SIGNAL HOUSE, 25.7 FEET
 BR0501'SOUTHEAST OF THE SOUTHEAST CORNER OF A SIGNAL BASE, 157.6 FEET
 BR0501'SOUTHWEST OF A WHISTLE POST, 1.6 FEET NORTHWEST OF A WITNESS POST,
 BR0501'ABOUT 1 FOOT LOWER THAN THE TRACK, A DISK ON THE TOP OF A 4-FOOT
 BR0501'COPPER COATED ROD THAT IS ATTACHED TO A BASE PLATE.  THE UPPER
 BR0501'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTINTG
 BR0501'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0647 ***********************************************************************
 BR0647  DESIGNATION -  C 325
 BR0647  PID         -  BR0647
 BR0647  STATE/COUNTY-  GA/MCINTOSH
 BR0647  USGS QUAD   -  DARIEN (1993)
 BR0647
 BR0647                         *CURRENT SURVEY CONTROL
 BR0647  ___________________________________________________________________
 BR0647* NAD 83(1986)-  31 19 54.     (N)    081 26 52.     (W)     SCALED    
 BR0647* NAVD 88     -         5.610  (meters)      18.41   (feet)  ADJUSTED  
 BR0647  ___________________________________________________________________
 BR0647  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 BR0647  DYNAMIC HT  -           5.603 (meters)      18.38  (feet)  COMP
 BR0647  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BR0647
 BR0647  VERT ORDER  -  FIRST     CLASS I
 BR0647
 BR0647.The horizontal coordinates were scaled from a topographic map and have
 BR0647.an estimated accuracy of +/- 6 seconds.
 BR0647
 BR0647.The orthometric height was determined by differential leveling
 BR0647.and adjusted by the National Geodetic Survey in June 1991..
 BR0647
 BR0647.The geoid height was determined by GEOID03.
 BR0647
 BR0647.The dynamic height is computed by dividing the NAVD 88
 BR0647.geopotential number by the normal gravity value computed on the
 BR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0647.degrees latitude (g = 980.6199 gals.).
 BR0647
 BR0647.The modeled gravity was interpolated from observed gravity values.
 BR0647
 BR0647;                    North         East    Units  Estimated Accuracy
 BR0647;SPC GA E     -   147,840.      268,410.      MT  (+/- 180 meters Scaled)
 BR0647
 BR0647                          SUPERSEDED SURVEY CONTROL
 BR0647
 BR0647.No superseded survey control is available for this station.
 BR0647
 BR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ574664(NAD 83)
 BR0647_MARKER: DB = BENCH MARK DISK
 BR0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0647_SP_SET: BRIDGE
 BR0647_STAMPING: C 325 1975
 BR0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0647
 BR0647  HISTORY     - Date     Condition        Report By
 BR0647  HISTORY     - 1975     MONUMENTED       NGS
 BR0647  HISTORY     - 19910322 MARK NOT FOUND   NGS
 BR0647
 BR0647                          STATION DESCRIPTION
 BR0647
 BR0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0647'3 MI S FROM DARIEN.
 BR0647'3.00 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR0647'AT DARIEN, IN THE TOP EAST END OF THE NORTH ABUTMENT OF BRIDGE
 BR0647'OVER SOUTH ALTAMAHA RIVER, 23.5 FEET EAST OF CENTER LINE OF
 BR0647'THE HIGHWAY AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BR0647
 BR0647                          STATION RECOVERY (1991)
 BR0647
 BR0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0647'THE DESCRIBED ABUTMENT HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0636 ***********************************************************************
 BR0636  DESIGNATION -  C 326
 BR0636  PID         -  BR0636
 BR0636  STATE/COUNTY-  GA/CAMDEN
 BR0636  USGS QUAD   -  WAVERLY (1993)
 BR0636
 BR0636                         *CURRENT SURVEY CONTROL
 BR0636  ___________________________________________________________________
 BR0636* NAD 83(1986)-  31 03 45.     (N)    081 43 56.     (W)     SCALED    
 BR0636* NAVD 88     -         5.806  (meters)      19.05   (feet)  ADJUSTED  
 BR0636  ___________________________________________________________________
 BR0636  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BR0636  DYNAMIC HT  -           5.799 (meters)      19.03  (feet)  COMP
 BR0636  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 BR0636
 BR0636  VERT ORDER  -  FIRST     CLASS I
 BR0636
 BR0636.The horizontal coordinates were scaled from a topographic map and have
 BR0636.an estimated accuracy of +/- 6 seconds.
 BR0636
 BR0636.The orthometric height was determined by differential leveling
 BR0636.and adjusted by the National Geodetic Survey in May 1994..
 BR0636
 BR0636.The geoid height was determined by GEOID03.
 BR0636
 BR0636.The dynamic height is computed by dividing the NAVD 88
 BR0636.geopotential number by the normal gravity value computed on the
 BR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0636.degrees latitude (g = 980.6199 gals.).
 BR0636
 BR0636.The modeled gravity was interpolated from observed gravity values.
 BR0636
 BR0636;                    North         East    Units  Estimated Accuracy
 BR0636;SPC GA E     -   117,860.      241,460.      MT  (+/- 180 meters Scaled)
 BR0636
 BR0636                          SUPERSEDED SURVEY CONTROL
 BR0636
 BR0636  NAVD 88 (06/15/91)    5.820  (m)           19.09   (f) UNKNOWN     1 1
 BR0636  NGVD 29 (09/01/92)    6.147  (m)           20.17   (f) ADJUSTED    1 1
 BR0636
 BR0636.Superseded values are not recommended for survey control.
 BR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0636.See file dsdata.txt to determine how the superseded data were derived.
 BR0636
 BR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ301367(NAD 83)
 BR0636_MARKER: DV = VERTICAL CONTROL DISK
 BR0636_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BR0636+WITH SETTING: INTO GROUND
 BR0636_SP_SET: METAL ROD WITH BASE PLATE
 BR0636_STAMPING: C 326 1975
 BR0636_MARK LOGO: NGS   
 BR0636_PROJECTION: RECESSED 5 CENTIMETERS
 BR0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR0636+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991
 BR0636_ROD/PIPE-DEPTH: 1.2  meters
 BR0636
 BR0636  HISTORY     - Date     Condition        Report By
 BR0636  HISTORY     - 1975     MONUMENTED       NGS
 BR0636  HISTORY     - 19910403 GOOD             NGS
 BR0636
 BR0636                          STATION DESCRIPTION
 BR0636
 BR0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BR0636'2.15 MI S FROM WAVERLY.
 BR0636'2.15 MILES SOUTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BR0636'CROSSING OF STATE HIGHWAY 110 AT WAVERLY, 0.60 MILE SOUTH OF THE
 BR0636'JUNCTION OF A DIRT ROAD LEADING WEST, 91.6 FEET EAST OF THE EAST RAIL,
 BR0636'31.5 FEET WEST OF CENTER LINE OF U.S. HIGHWAY 17, 5.4 FEET SOUTH OF
 BR0636'POWER POLE NO. 233, 2.6 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 BR0636'BELOW THE LEVEL OF THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BR0636'HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 BR0636'ATTACHED TO A METAL BASE PLATE, THE DISK IS 1 INCH BELOW THE SURFACE
 BR0636'OF THE GROUND AND ENCASED IN A 4-INCH PLASTIC PIPE SURROUNDED WITH
 BR0636'CONCRETE PROJECTING 2 INCHES.
 BR0636
 BR0636                          STATION RECOVERY (1991)
 BR0636
 BR0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BR0636'3.5 KM (2.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BR0636'INTERSECTION OF STATE HIGHWAY 110 IN WAVERLY, 9.7 M (31.8 FT) WEST OF
 BR0636'THE HIGHWAY CENTERLINE, 1.5 M (4.9 FT) SOUTH OF UTILITY POLE NUMBER
 BR0636'233, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 BR0636'THE LEVEL OF THE HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 BR0636'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD1621 ***********************************************************************
 BD1621  DESIGNATION -  C 33
 BD1621  PID         -  BD1621
 BD1621  STATE/COUNTY-  GA/ECHOLS
 BD1621  USGS QUAD   -  HAYLOW (1971)
 BD1621
 BD1621                         *CURRENT SURVEY CONTROL
 BD1621  ___________________________________________________________________
 BD1621* NAD 83(1986)-  30 49 32.     (N)    082 54 25.     (W)     SCALED    
 BD1621* NAVD 88     -        50.145  (meters)     164.52   (feet)  ADJUSTED  
 BD1621  ___________________________________________________________________
 BD1621  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BD1621  DYNAMIC HT  -          50.082 (meters)     164.31  (feet)  COMP
 BD1621  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 BD1621
 BD1621  VERT ORDER  -  FIRST     CLASS II
 BD1621
 BD1621.The horizontal coordinates were scaled from a topographic map and have
 BD1621.an estimated accuracy of +/- 6 seconds.
 BD1621
 BD1621.The orthometric height was determined by differential leveling
 BD1621.and adjusted by the National Geodetic Survey in June 1991..
 BD1621
 BD1621.The geoid height was determined by GEOID03.
 BD1621
 BD1621.The dynamic height is computed by dividing the NAVD 88
 BD1621.geopotential number by the normal gravity value computed on the
 BD1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1621.degrees latitude (g = 980.6199 gals.).
 BD1621
 BD1621.The modeled gravity was interpolated from observed gravity values.
 BD1621
 BD1621;                    North         East    Units  Estimated Accuracy
 BD1621;SPC GA E     -    91,750.      129,180.      MT  (+/- 180 meters Scaled)
 BD1621
 BD1621                          SUPERSEDED SURVEY CONTROL
 BD1621
 BD1621  NGVD 29 (??/??/92)   50.375  (m)          165.27   (f) ADJ UNCH    1 2
 BD1621
 BD1621.Superseded values are not recommended for survey control.
 BD1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1621.See file dsdata.txt to determine how the superseded data were derived.
 BD1621
 BD1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ176118(NAD 83)
 BD1621_MARKER: DB = BENCH MARK DISK
 BD1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BD1621_STAMPING: C 33 1917
 BD1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1621+STABILITY: SURFACE MOTION
 BD1621
 BD1621  HISTORY     - Date     Condition        Report By
 BD1621  HISTORY     - 1917     MONUMENTED       CGS
 BD1621  HISTORY     - 1957     GOOD             NGS
 BD1621
 BD1621                          STATION DESCRIPTION
 BD1621
 BD1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BD1621'AT HAYLOW.
 BD1621'AT HAYLOW, ALONG THE SOUTHERN RAILWAY, NEAR THE INTERSECTION OF
 BD1621'THE CROSSING OF THE SOUTHERN RAILWAY AND THE ATLANTIC COAST
 BD1621'LINE RAILROAD, 55 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN
 BD1621'RAILWAY, 68 FEET NORTHEAST OF THE INTERSECTION OF THE TWO TRACKS,
 BD1621'27 FEET EAST OF THE EAST RAIL OF THE ATLANTIC COAST LINE RAILROAD,
 BD1621'17 1/2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET WEST
 BD1621'OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET BELOW THE LEVEL OF
 BD1621'THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6193 ***********************************************************************
 CK6193  DESIGNATION -  C 33
 CK6193  PID         -  CK6193
 CK6193  STATE/COUNTY-  GA/CHATHAM
 CK6193  USGS QUAD   -  FORT PULASKI (1978)
 CK6193
 CK6193                         *CURRENT SURVEY CONTROL
 CK6193  ___________________________________________________________________
 CK6193* NAD 83(1994)-  32 00 46.96434(N)    080 57 38.82361(W)     ADJUSTED  
 CK6193* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 CK6193  ___________________________________________________________________
 CK6193  X           -     850,480.797 (meters)                     COMP
 CK6193  Y           -  -5,346,039.937 (meters)                     COMP
 CK6193  Z           -   3,361,642.864 (meters)                     COMP
 CK6193  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK6193  ELLIP HEIGHT-         -28.79  (meters)          (09/03/97) GPS OBS
 CK6193  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 CK6193
 CK6193  HORZ ORDER  -  SECOND
 CK6193  ELLP ORDER  -  FOURTH    CLASS II
 CK6193
 CK6193.The horizontal coordinates were established by GPS observations
 CK6193.and adjusted by the National Geodetic Survey in September 1997..
 CK6193
 CK6193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6193
 CK6193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6193
 CK6193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6193
 CK6193.The ellipsoidal height was determined by GPS observations
 CK6193.and is referenced to NAD 83.
 CK6193
 CK6193.The geoid height was determined by GEOID03.
 CK6193
 CK6193;                    North         East     Units Scale Factor Converg.
 CK6193;SPC GA E     -   223,798.895   313,923.793   MT  1.00006001   +0 38 21.6
 CK6193;SPC GA E     -   734,246.87  1,029,931.64   sFT  1.00006001   +0 38 21.6
 CK6193;SPC SC       -    19,933.234   613,305.853   MT  1.00020693   +0 01 18.3
 CK6193;SPC SC       -    65,397.75  2,012,158.31   iFT  1.00020693   +0 01 18.3
 CK6193;UTM  17      - 3,541,882.378   503,703.605   MT  0.99960017   +0 01 14.8
 CK6193
 CK6193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6193!SPC GA E     -   1.00000452  x   1.00006001  =   1.00006453
 CK6193!SPC SC       -   1.00000452  x   1.00020693  =   1.00021145
 CK6193!UTM  17      -   1.00000452  x   0.99960017  =   0.99960469
 CK6193
 CK6193                          SUPERSEDED SURVEY CONTROL
 CK6193
 CK6193  NAD 83(1986)-  32 00 46.97830(N)    080 57 38.84004(W) AD(       ) 2
 CK6193  NGVD 29 (03/03/92)    2.8    (m)            9.     (f) GPS OBS        
 CK6193
 CK6193.Superseded values are not recommended for survey control.
 CK6193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6193.See file dsdata.txt to determine how the superseded data were derived.
 CK6193
 CK6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNR0370441882(NAD 83)
 CK6193_MARKER: DD = SURVEY DISK
 CK6193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6193_SP_SET: CONCRETE POST
 CK6193_STAMPING: C 33 MARCH 1990
 CK6193_MARK LOGO: GA4910
 CK6193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6193+STABILITY: SURFACE MOTION
 CK6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6193+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 CK6193
 CK6193  HISTORY     - Date     Condition        Report By
 CK6193  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6193  HISTORY     - 20000912 GOOD             SCGS
 CK6193  HISTORY     - 20040503 GOOD             GEOCAC
 CK6193
 CK6193                          STATION DESCRIPTION
 CK6193
 CK6193'DESCRIBED BY GEONEX 1990
 CK6193'STATION IS LOCATED EAST OF SAVANNAH AT THE SOUTHEAST SIDE OF
 CK6193'WILMINGTON ISLAND.  IT IS APPROXIMATELY 5.6 MI (9.01 KM)
 CK6193'EAST-SOUTHEAST FROM THUNDERBOLT AND 6.8 MI (10.94 KM) WEST FROM TYBEE
 CK6193'ISLAND.
 CK6193'TO REACH STATION C 33 FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CK6193'STATE HIGHWAY 367 (JOHNNY MERCER DRIVE), NEAR THE BULL RIVER, GO
 CK6193'SOUTHWESTERLY ALONG STATE HIGHWAY 367 (JOHNNY MERCER DRIVE) FOR 0.6
 CK6193'MI (0.97 KM) TO THE INTERSECTION WITH WALTHOUR ROAD ON THE LEFT.
 CK6193'TURN LEFT AND GO SOUTHEASTERLY ALONG WALTHOUR ROAD FOR 0.8 MI
 CK6193'(1.29 KM) TO THE INTERSECTION WITH PALMETTO COVE ROAD ON THE RIGHT.
 CK6193'TURN RIGHT AND GO SOUTHWESTERLY ALONG PALMETTO COVE ROAD FOR 0.1 MI
 CK6193'(0.16 KM) TO THE T INTERSECTION WITH SEA PALM ROAD AND THE STATION
 CK6193'ON THE RIGHT.
 CK6193'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6193'STAMPED ---C 33  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6193'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 CK6193'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6193'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6193'LOCATED IN A GRASSY PARK AT THE NORTHEASTERLY CORNER OF THE STREET
 CK6193'INTERSECTION AT THE SOUTHWEST CORNER OF A SMALL LAKE, 9 DEGREES
 CK6193'AZIMUTH, 37.4 FT (11.40 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6193'SIDE OF AN 11 INCH PALM TREE, 288 DEGREES AZIMUTH, 32.2 FT (9.81 M)
 CK6193'FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A 7 INCH PALM TREE, 119
 CK6193'DEGREES AZIMUTH, 108.7 FT (33.13 M) FROM A PK NAIL W/ SHINER IN THE
 CK6193'FACING SIDE OF A 24 PINE TREE LOCATED ON THE WEST SIDE OF SEA PALM
 CK6193'DRIVE, AND 302 DEGREES AZIMUTH, 107.1 FT (32.64 M) FROM A PK NAIL
 CK6193'DRIVEN BETWEEN THE CURB ON THE SOUTH SIDE OF PALMETTO COVE ROAD AND
 CK6193'THE CENTERLINE OF A SIDEWALK LEADING SOUTH TO A HOUSE.
 CK6193
 CK6193                          STATION RECOVERY (2000)
 CK6193
 CK6193'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6193'STATION IS LOCATED 6.8 MILES (10.9 KM) WEST OF TYBEE ISLAND, 9.6 MILES
 CK6193'(15.4 KM) SOUTHEAST OF SAVANNAH.  OWNERSHIP--PALMETTO COVE
 CK6193'SUBDIVISION.  TO REACH THE STATION FROM THE NORTHEAST JUNCTION OF U.S.
 CK6193'HIGHWAY 80, STATE HIGHWAY 26 AND STATE HIGHWAY 367 (JOHNNY MERCER
 CK6193'DRIVE) NEAR THE BULL RIVER, 8.7 MILES (14.0 KM) SOUTHEAST OF SAVANNAH,
 CK6193'GO SOUTH SOUTHWEST ON HIGHWAY 367 FOR 0.55 MILE (0.89 KM) TO THE
 CK6193'JUNCTION OF A PAVED ROAD (WALTHOUR ROAD) , TURN LEFT ON WALTHOUR ROAD
 CK6193'FOR 0.85 MILE (1.37 KM) TO THE JUNCTION OF A PAVED ROAD (PALMETTO COVE
 CK6193'ROAD) , TURN RIGHT ON PALMETTO COVE ROAD FOR 0.05 MILE (0.08 KM) TO
 CK6193'THE STATION ON THE RIGHT IN THE NORTH ANGLE OF THE JUNCTION OF SEA
 CK6193'PALM ROAD.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM) AND
 CK6193'2.0 FEET (0.6 M) ABOVE PALMETTO COVE ROAD, 64.8 FEET (19.8 M) NORTH
 CK6193'NORTHWEST OF THE CENTER OF PALMETTO COVE ROAD, 41.5 FEET (12.6 M) EAST
 CK6193'NORTHEAST OF THE CENTER OF SEA PALM ROAD, 36.7 FEET (11.2 M) EAST
 CK6193'SOUTHEAST OF A MANHOLE COVER IN THE CURB OF SEA PALM ROAD, 21.8 FEET
 CK6193'(6.6 M) NORTH NORTHEAST OF A MANHOLE COVER. RECOVERED J.B.  SMOAK.
 CK6193
 CK6193                          STATION RECOVERY (2004)
 CK6193
 CK6193'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK6193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0983 ***********************************************************************
 DF0983  DESIGNATION -  C 335
 DF0983  PID         -  DF0983
 DF0983  STATE/COUNTY-  GA/BURKE
 DF0983  USGS QUAD   -  BLYTHE (1980)
 DF0983
 DF0983                         *CURRENT SURVEY CONTROL
 DF0983  ___________________________________________________________________
 DF0983* NAD 83(1986)-  33 18 29.     (N)    082 11 52.     (W)     SCALED    
 DF0983* NAVD 88     -       142.972  (meters)     469.07   (feet)  ADJUSTED  
 DF0983  ___________________________________________________________________
 DF0983  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 DF0983  DYNAMIC HT  -         142.818 (meters)     468.56  (feet)  COMP
 DF0983  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DF0983
 DF0983  VERT ORDER  -  FIRST     CLASS II
 DF0983
 DF0983.The horizontal coordinates were scaled from a topographic map and have
 DF0983.an estimated accuracy of +/- 6 seconds.
 DF0983
 DF0983.The orthometric height was determined by differential leveling
 DF0983.and adjusted by the National Geodetic Survey in June 1991..
 DF0983
 DF0983.The geoid height was determined by GEOID03.
 DF0983
 DF0983.The dynamic height is computed by dividing the NAVD 88
 DF0983.geopotential number by the normal gravity value computed on the
 DF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0983.degrees latitude (g = 980.6199 gals.).
 DF0983
 DF0983.The modeled gravity was interpolated from observed gravity values.
 DF0983
 DF0983;                    North         East    Units  Estimated Accuracy
 DF0983;SPC GA E     -   366,760.      197,100.      MT  (+/- 180 meters Scaled)
 DF0983
 DF0983                          SUPERSEDED SURVEY CONTROL
 DF0983
 DF0983.No superseded survey control is available for this station.
 DF0983
 DF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS884860(NAD 83)
 DF0983_MARKER: I = METAL ROD
 DF0983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF0983_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DF0983_STAMPING: C 335 1979
 DF0983_PROJECTION: RECESSED 8 CENTIMETERS
 DF0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF0983+STABILITY: POSITION/ELEVATION WELL
 DF0983_ROD/PIPE-DEPTH: 10.7 meters
 DF0983_SLEEVE-DEPTH  : 6.10 meters
 DF0983
 DF0983  HISTORY     - Date     Condition        Report By
 DF0983  HISTORY     - 1979     MONUMENTED       NGS
 DF0983
 DF0983                          STATION DESCRIPTION
 DF0983
 DF0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0983'5.9 MI WEST FROM HEPHZIBAH.
 DF0983'5.9 MILES WEST ALONG STATE HIGHWAY 88 FROM THE T-JUNCTION
 DF0983'OF BROTHERSVILLE ROAD AT HEPHZIBAH, AT THE JUNCTION OF U.S. HIGHWAY
 DF0983'1 AND HIGHWAY 88, AT THE SOUTHWEST END OF A DIRT PARKING LOT
 DF0983'FOR A GAS STATION AND LIQUOR STORE, 51 FT. WEST OF AN EXTENDED
 DF0983'FENCELINE, 47 FT. NORTH OF A TELEPHONE JUNCTION BOX, 30 FT.
 DF0983'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4 FT. NORTHEAST
 DF0983'OF A 10-INCH CREOSOTED POST.
 DF0983'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 DF0983'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE1420 ***********************************************************************
 DE1420  DESIGNATION -  C 335 X
 DE1420  PID         -  DE1420
 DE1420  STATE/COUNTY-  GA/RICHMOND
 DE1420  USGS QUAD   -  AUGUSTA EAST (1981)
 DE1420
 DE1420                         *CURRENT SURVEY CONTROL
 DE1420  ___________________________________________________________________
 DE1420* NAD 83(1986)-  33 29 10.     (N)    081 59 47.     (W)     SCALED    
 DE1420* NAVD 88     -        48.189  (meters)     158.10   (feet)  ADJUSTED  
 DE1420  ___________________________________________________________________
 DE1420  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DE1420  DYNAMIC HT  -          48.139 (meters)     157.94  (feet)  COMP
 DE1420  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 DE1420
 DE1420  VERT ORDER  -  FIRST     CLASS II
 DE1420
 DE1420.The horizontal coordinates were scaled from a topographic map and have
 DE1420.an estimated accuracy of +/- 6 seconds.
 DE1420
 DE1420.The orthometric height was determined by differential leveling
 DE1420.and adjusted by the National Geodetic Survey in June 1991..
 DE1420
 DE1420.The geoid height was determined by GEOID03.
 DE1420
 DE1420.The dynamic height is computed by dividing the NAVD 88
 DE1420.geopotential number by the normal gravity value computed on the
 DE1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE1420.degrees latitude (g = 980.6199 gals.).
 DE1420
 DE1420.The modeled gravity was interpolated from observed gravity values.
 DE1420
 DE1420;                    North         East    Units  Estimated Accuracy
 DE1420;SPC GA E     -   386,520.      215,820.      MT  (+/- 180 meters Scaled)
 DE1420
 DE1420                          SUPERSEDED SURVEY CONTROL
 DE1420
 DE1420.No superseded survey control is available for this station.
 DE1420
 DE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT074056(NAD 83)
 DE1420_MARKER: I = METAL ROD
 DE1420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE1420_SP_SET: STAINLESS STEEL ROD
 DE1420_STAMPING: C 335 X 1980
 DE1420_PROJECTION: RECESSED 5 CENTIMETERS
 DE1420_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE1420+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1994
 DE1420_ROD/PIPE-DEPTH: 4.2  meters
 DE1420
 DE1420  HISTORY     - Date     Condition        Report By
 DE1420  HISTORY     - 1980     MONUMENTED       NGS
 DE1420  HISTORY     - 19941105 GOOD             NGS
 DE1420
 DE1420                          STATION DESCRIPTION
 DE1420
 DE1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DE1420'IN AUGUSTA.
 DE1420'IN AUGUSTA, TO THE JUNCTION OF GRACE STREET AND STATE HIGHWAY 28
 DE1420'(BROAD STREET), THENCE 0.2 KILOMETER (0.1 MILE) NORTH ON GRACE STREET,
 DE1420'4.4 KILOMETERS (2.75 MILES) NORTHWEST OF THE INTERSECTION OF 7TH
 DE1420'STREET, SET 0.44 METER (1.4 FEET) SOUTH OF THE SOUTH CORNER OF THE
 DE1420'BOYS CLUB OF AMERICA BUILDING, 43.4 METERS (142.5 FEET) NORTHEAST OF
 DE1420'THE CENTERLINE OF DIVISION STREET, 17.7 METERS (56.0 FEET) NORTHEAST
 DE1420'OF THE CENTERLINE OF GRACE STREET.
 DE1420'NOTE--LOGO FLANGE STAMPED WITH X BECAUSE OF DUPLICATE DESIGNATION
 DE1420'IN AREA, DATUM POINT NOT STAMPED WITH X.
 DE1420'THE MARK IS ABOVE LEVEL WITH ROAD.
 DE1420
 DE1420                          STATION RECOVERY (1994)
 DE1420
 DE1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DE1420'0.9 MILE (1.4 KM) NW ALONG BROAD ST FROM 15TH ST OR 0.4 MILE (0.6 KM)
 DE1420'NW OF BROAD ST BRIDGE OVER THE AUGUSTA CANAL TO GRACE ST TURNING OFF
 DE1420'RIGHT BETWEEN TWO BRICK APARTMENT BUILDINGS, THENCE 0.1 MILE (0.2 KM)
 DE1420'NE TO THE MARK ON THE LEFT AS DESCRIBED AT SOUTH CORNER OF BOYS CLUB.
 DE1420'LID IS MISSING FROM LOGO CAP BUT OTHERWISE MARK LOOKS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0964 ***********************************************************************
 DF0964  DESIGNATION -  C 336
 DF0964  PID         -  DF0964
 DF0964  STATE/COUNTY-  GA/RICHMOND
 DF0964  USGS QUAD   -  AUGUSTA WEST (1980)
 DF0964
 DF0964                         *CURRENT SURVEY CONTROL
 DF0964  ___________________________________________________________________
 DF0964* NAD 83(1986)-  33 24 29.     (N)    082 00 41.     (W)     SCALED    
 DF0964* NAVD 88     -        47.808  (meters)     156.85   (feet)  ADJUSTED  
 DF0964  ___________________________________________________________________
 DF0964  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DF0964  DYNAMIC HT  -          47.757 (meters)     156.68  (feet)  COMP
 DF0964  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DF0964
 DF0964  VERT ORDER  -  FIRST     CLASS II
 DF0964
 DF0964.The horizontal coordinates were scaled from a topographic map and have
 DF0964.an estimated accuracy of +/- 6 seconds.
 DF0964
 DF0964.The orthometric height was determined by differential leveling
 DF0964.and adjusted by the National Geodetic Survey in June 1991..
 DF0964
 DF0964.The geoid height was determined by GEOID03.
 DF0964
 DF0964.The dynamic height is computed by dividing the NAVD 88
 DF0964.geopotential number by the normal gravity value computed on the
 DF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0964.degrees latitude (g = 980.6199 gals.).
 DF0964
 DF0964.The modeled gravity was interpolated from observed gravity values.
 DF0964
 DF0964;                    North         East    Units  Estimated Accuracy
 DF0964;SPC GA E     -   377,860.      214,440.      MT  (+/- 180 meters Scaled)
 DF0964
 DF0964                          SUPERSEDED SURVEY CONTROL
 DF0964
 DF0964.No superseded survey control is available for this station.
 DF0964
 DF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS059969(NAD 83)
 DF0964_MARKER: DB = BENCH MARK DISK
 DF0964_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DF0964_SP_SET: GALVANIZED STEEL ROD
 DF0964_STAMPING: C 336 1979
 DF0964_PROJECTION: FLUSH
 DF0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0964_ROD/PIPE-DEPTH: 7.32 meters
 DF0964
 DF0964  HISTORY     - Date     Condition        Report By
 DF0964  HISTORY     - 1979     MONUMENTED       NGS
 DF0964
 DF0964                          STATION DESCRIPTION
 DF0964
 DF0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0964'6.15 MI SW FROM AUGUSTA.
 DF0964'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAYS 25 AND 78 FROM THE
 DF0964'SOUTHWEST END OF THE CONCRETE BRIDGE OVER THE SAVANNAH RIVER AT
 DF0964'AUGUSTA, TO THE JUNCTION OF STATE HIGHWAY 56, THENCE 1.4 MILES SOUTH
 DF0964'ALONG HIGHWAY 56 TO THE JUNCTION OF LOUISVILLE ROAD, THENCE 0.55 MILE
 DF0964'SOUTHWEST ALONG LOUISVILLE ROAD, AT THE SHERWOOD BAPTIST CHURCH, 250
 DF0964'FT. NORTHWEST OF THE CENTERLINE OF THE ROAD, 37 FT. NORTH-NORTHWEST
 DF0964'OF THE NORTHWEST CORNER OF THE CHURCH OFFICE, 46 FT. SOUTHEAST
 DF0964'OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS, 2 FT. NORTHWEST
 DF0964'OF POWERLINE POLE 22867. DISK IS SET 2 INCHES BELOW THE GROUND,
 DF0964'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 DF0964'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1731 ***********************************************************************
 CK1731  DESIGNATION -  C 337
 CK1731  PID         -  CK1731
 CK1731  STATE/COUNTY-  GA/CHATHAM
 CK1731  USGS QUAD   -  GARDEN CITY (1980)
 CK1731
 CK1731                         *CURRENT SURVEY CONTROL
 CK1731  ___________________________________________________________________
 CK1731* NAD 83(1986)-  32 05 37.     (N)    081 12 10.     (W)     SCALED    
 CK1731* NAVD 88     -         3.977  (meters)      13.05   (feet)  ADJUSTED  
 CK1731  ___________________________________________________________________
 CK1731  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK1731  DYNAMIC HT  -           3.972 (meters)      13.03  (feet)  COMP
 CK1731  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 CK1731
 CK1731  VERT ORDER  -  FIRST     CLASS II
 CK1731
 CK1731.The horizontal coordinates were scaled from a topographic map and have
 CK1731.an estimated accuracy of +/- 6 seconds.
 CK1731
 CK1731.The orthometric height was determined by differential leveling
 CK1731.and adjusted by the National Geodetic Survey in June 1991..
 CK1731
 CK1731.The geoid height was determined by GEOID03.
 CK1731
 CK1731.The dynamic height is computed by dividing the NAVD 88
 CK1731.geopotential number by the normal gravity value computed on the
 CK1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1731.degrees latitude (g = 980.6199 gals.).
 CK1731
 CK1731.The modeled gravity was interpolated from observed gravity values.
 CK1731
 CK1731;                    North         East    Units  Estimated Accuracy
 CK1731;SPC GA E     -   232,500.      290,980.      MT  (+/- 180 meters Scaled)
 CK1731
 CK1731                          SUPERSEDED SURVEY CONTROL
 CK1731
 CK1731  NGVD 29 (03/21/89)    4.260  (m)           13.98   (f) ADJUSTED    1 2
 CK1731
 CK1731.Superseded values are not recommended for survey control.
 CK1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK1731.See file dsdata.txt to determine how the superseded data were derived.
 CK1731
 CK1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR808508(NAD 83)
 CK1731_MARKER: DB = BENCH MARK DISK
 CK1731_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1731_SP_SET: GALVANIZED STEEL ROD
 CK1731_STAMPING: C 337 1979
 CK1731_PROJECTION: FLUSH
 CK1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1731_ROD/PIPE-DEPTH: 14.6 meters
 CK1731
 CK1731  HISTORY     - Date     Condition        Report By
 CK1731  HISTORY     - 1979     MONUMENTED       NGS
 CK1731
 CK1731                          STATION DESCRIPTION
 CK1731
 CK1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1731'2.9 MI WEST FROM CENTRAL JUNCTION.
 CK1731'2.9 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE RAILROAD OVERPASS AT
 CK1731'CENTRAL JUNCTION, 3.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE
 CK1731'POST OFFICE AT POOLER, 0.3 MILE WEST OF THE JUNCTION OF STATE
 CK1731'HIGHWAY 307, 81.3 FT. SOUTH OF THE CENTERLINE OF HIGHWAY 80,
 CK1731'21.0 FT. NORTHWEST OF THE CENTERLINE OF A PAVED CIRCULAR
 CK1731'DRIVE, 47.5 FT. SOUTHWEST OF THE SOUTH END OF A CONCRETE
 CK1731'BLOCK HEADWALL ON THE WEST SIDE OF THE EAST ENTRANCE TO THE CIRCULAR
 CK1731'DRIVE, 39.4 FT. EAST OF THE NORTHEAST CORNER OF A 6 FT. BY 11 FT.
 CK1731'CONCRETE BLOCK BOX, 4.1 FT. WEST OF A POWER POLE.
 CK1731'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1275 ***********************************************************************
 BS1275  DESIGNATION -  C 338
 BS1275  PID         -  BS1275
 BS1275  STATE/COUNTY-  GA/TIFT
 BS1275  USGS QUAD   -  TIFTON EAST (1988)
 BS1275
 BS1275                         *CURRENT SURVEY CONTROL
 BS1275  ___________________________________________________________________
 BS1275* NAD 83(1986)-  31 28 20.     (N)    083 29 16.     (W)     SCALED    
 BS1275* NAVD 88     -       102.919  (meters)     337.66   (feet)  ADJUSTED  
 BS1275  ___________________________________________________________________
 BS1275  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BS1275  DYNAMIC HT  -         102.798 (meters)     337.26  (feet)  COMP
 BS1275  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 BS1275
 BS1275  VERT ORDER  -  FIRST     CLASS II
 BS1275
 BS1275.The horizontal coordinates were scaled from a topographic map and have
 BS1275.an estimated accuracy of +/- 6 seconds.
 BS1275
 BS1275.The orthometric height was determined by differential leveling
 BS1275.and adjusted by the National Geodetic Survey in June 1991..
 BS1275
 BS1275.The geoid height was determined by GEOID03.
 BS1275
 BS1275.The dynamic height is computed by dividing the NAVD 88
 BS1275.geopotential number by the normal gravity value computed on the
 BS1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1275.degrees latitude (g = 980.6199 gals.).
 BS1275
 BS1275.The modeled gravity was interpolated from observed gravity values.
 BS1275
 BS1275;                    North         East    Units  Estimated Accuracy
 BS1275;SPC GA W     -   163,400.      764,510.      MT  (+/- 180 meters Scaled)
 BS1275
 BS1275                          SUPERSEDED SURVEY CONTROL
 BS1275
 BS1275.No superseded survey control is available for this station.
 BS1275
 BS1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ636846(NAD 83)
 BS1275_MARKER: DB = BENCH MARK DISK
 BS1275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BS1275_SP_SET: STAINLESS STEEL ROD
 BS1275_STAMPING: C 338 1979
 BS1275_PROJECTION: FLUSH
 BS1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BS1275_ROD/PIPE-DEPTH: 4.88 meters
 BS1275
 BS1275  HISTORY     - Date     Condition        Report By
 BS1275  HISTORY     - 1979     MONUMENTED       NGS
 BS1275
 BS1275                          STATION DESCRIPTION
 BS1275
 BS1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BS1275'IN TIFTON.
 BS1275'1.05 MILES NORTHEAST ALONG THE OLD OCILLA ROAD FROM THE JUNCTION OF
 BS1275'EAST TWELFTH STREET AND THE OLD OCILLA ROAD TO THE MARK ON THE RIGHT,
 BS1275'AT THE JUNCTION OF EAST TWENTIETH STREET AND THE OLD OCILLA ROAD,
 BS1275'71 FEET WEST OF THE CENTER OF THE JUNCTION, 39.5 FEET SOUTHEAST OF
 BS1275'THE CENTER LINE OF THE ROAD, 9 FEET WEST OF A FIRE HYDRANT, 5 FEET
 BS1275'NORTHWEST OF A GUY WIRE, AND 2.5 FEET SOUTHEAST OF A POWER POLE,
 BS1275'A ROD DRIVEN TO SUBSTANTIAL RESISTANCE.
 BS1275'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 BS1275'THE MARK IS 1 FT BELOW ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1217 ***********************************************************************
 CL1217  DESIGNATION -  C 339
 CL1217  PID         -  CL1217
 CL1217  STATE/COUNTY-  GA/TWIGGS
 CL1217  USGS QUAD   -  TARVERSVILLE (1973)
 CL1217
 CL1217                         *CURRENT SURVEY CONTROL
 CL1217  ___________________________________________________________________
 CL1217* NAD 83(1986)-  32 33 46.     (N)    083 27 06.     (W)     SCALED    
 CL1217* NAVD 88     -        88.156  (meters)     289.23   (feet)  ADJUSTED  
 CL1217  ___________________________________________________________________
 CL1217  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CL1217  DYNAMIC HT  -          88.056 (meters)     288.90  (feet)  COMP
 CL1217  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CL1217
 CL1217  VERT ORDER  -  FIRST     CLASS II
 CL1217
 CL1217.The horizontal coordinates were scaled from a topographic map and have
 CL1217.an estimated accuracy of +/- 6 seconds.
 CL1217
 CL1217.The orthometric height was determined by differential leveling
 CL1217.and adjusted by the National Geodetic Survey in June 1991..
 CL1217
 CL1217.The geoid height was determined by GEOID03.
 CL1217
 CL1217.The dynamic height is computed by dividing the NAVD 88
 CL1217.geopotential number by the normal gravity value computed on the
 CL1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1217.degrees latitude (g = 980.6199 gals.).
 CL1217
 CL1217.The modeled gravity was interpolated from observed gravity values.
 CL1217
 CL1217;                    North         East    Units  Estimated Accuracy
 CL1217;SPC GA W     -   284,340.      767,140.      MT  (+/- 180 meters Scaled)
 CL1217
 CL1217                          SUPERSEDED SURVEY CONTROL
 CL1217
 CL1217.No superseded survey control is available for this station.
 CL1217
 CL1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS698054(NAD 83)
 CL1217_MARKER: DB = BENCH MARK DISK
 CL1217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CL1217_SP_SET: STAINLESS STEEL ROD
 CL1217_STAMPING: C 339 1979
 CL1217_PROJECTION: PROJECTING 8 CENTIMETERS
 CL1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1217_ROD/PIPE-DEPTH: 4.57 meters
 CL1217
 CL1217  HISTORY     - Date     Condition        Report By
 CL1217  HISTORY     - 1979     MONUMENTED       NGS
 CL1217
 CL1217                          STATION DESCRIPTION
 CL1217
 CL1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1217'1.6 MI NW FROM TARVERSVILLE.
 CL1217'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE INTERSECTION OF
 CL1217'STATE HIGHWAY 96 AT TARVERSVILLE O THE MARK ON THE LEFT, 0.1 MILE
 CL1217'NORTHWEST OF A BRIDGE OVER RICHLAND CREEK, 55 FEET SOUTHWEST OF THE
 CL1217'CENTER LINE OF THE HIGHWAY, 16 FEET WEST NORTHWEST OF A GUY WIRE, AND
 CL1217'11 FEET NORTH OF A POWER POLE. A ROD DRIVEN TO SUBSTANTIAL RESISTANCE.
 CL1217'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 CL1217'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0225 ***********************************************************************
 CK0225  TIDAL BM    -  This is a Tidal Bench Mark.
 CK0225  DESIGNATION -  C 34
 CK0225  PID         -  CK0225
 CK0225  STATE/COUNTY-  GA/CHATHAM
 CK0225  USGS QUAD   -  SAVANNAH (1978)
 CK0225
 CK0225                         *CURRENT SURVEY CONTROL
 CK0225  ___________________________________________________________________
 CK0225* NAD 83(1986)-  32 04 49.     (N)    081 05 19.     (W)     SCALED    
 CK0225* NAVD 88     -        15.015  (meters)      49.26   (feet)  ADJUSTED  
 CK0225  ___________________________________________________________________
 CK0225  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 CK0225  DYNAMIC HT  -          14.998 (meters)      49.21  (feet)  COMP
 CK0225  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 CK0225
 CK0225  VERT ORDER  -  FIRST     CLASS II
 CK0225
 CK0225.The horizontal coordinates were scaled from a topographic map and have
 CK0225.an estimated accuracy of +/- 6 seconds.
 CK0225
 CK0225.The orthometric height was determined by differential leveling
 CK0225.and adjusted by the National Geodetic Survey in May 1994..
 CK0225
 CK0225.This Tidal Bench Mark is designated as VM 4724
 CK0225.by the Center for Operational Oceanographic Products and Services.
 CK0225
 CK0225.The geoid height was determined by GEOID03.
 CK0225
 CK0225.The dynamic height is computed by dividing the NAVD 88
 CK0225.geopotential number by the normal gravity value computed on the
 CK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0225.degrees latitude (g = 980.6199 gals.).
 CK0225
 CK0225.The modeled gravity was interpolated from observed gravity values.
 CK0225
 CK0225;                    North         East    Units  Estimated Accuracy
 CK0225;SPC GA E     -   231,130.      301,770.      MT  (+/- 180 meters Scaled)
 CK0225
 CK0225                          SUPERSEDED SURVEY CONTROL
 CK0225
 CK0225  NAVD 88 (??/??/92)   15.013  (m)           49.26   (f) POSTED      3  
 CK0225  NGVD 29 (09/01/92)   15.295  (m)           50.18   (f) ADJUSTED    1 2
 CK0225
 CK0225.Superseded values are not recommended for survey control.
 CK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0225.See file dsdata.txt to determine how the superseded data were derived.
 CK0225
 CK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR916493(NAD 83)
 CK0225_MARKER: DB = BENCH MARK DISK
 CK0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CK0225_SP_SET: BUILDING
 CK0225_STAMPING: C 34 1918 ELEV. 50.400 FEET
 CK0225_MARK LOGO: CGS   
 CK0225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 CK0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0225+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 CK0225
 CK0225  HISTORY     - Date     Condition        Report By
 CK0225  HISTORY     - 1918     MONUMENTED       CGS
 CK0225  HISTORY     - 1955     POOR             NGS
 CK0225  HISTORY     - 1989     GOOD             USPSQD
 CK0225  HISTORY     - 19910227 GOOD             NGS
 CK0225  HISTORY     - 19961118 GOOD             SCGS
 CK0225  HISTORY     - 19961124 GOOD             USPSQD
 CK0225  HISTORY     - 20040505 GOOD             GEOCAC
 CK0225  HISTORY     - 20040911 GOOD             USPSQD
 CK0225
 CK0225                          STATION DESCRIPTION
 CK0225
 CK0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0225'AT SAVANNAH.
 CK0225'AT SAVANNAH, AT THE JUNCTION OF EAST BAY STREET AND DRAYTON
 CK0225'STREET, 139 1/2 FEET NORTH OF NORTH CURB OF EAST BAY STREET,
 CK0225'ABOUT 6 FEET EAST OF THE EXTENDED CENTER LINE OF DRAYTON STREET,
 CK0225'SET VERTICALLY IN THE SOUTH FACE OF A 2 1/2-STORY BRICK BUILDING
 CK0225'(FORMERLY SAVANNAH COTTON EXCHANGE BUILDING - NOW OCCUPIED BY
 CK0225'CHAMBER OF COMMERCE), 7 FEET EAST OF CENTER OF THE SOUTH ENTRANCE
 CK0225'TO BUILDING, ABOUT 6 1/2 FEET ABOVE LEVEL OF SIDE WALK AND 5.1
 CK0225'FEET ABOVE THE TOP STEP OF SOUTH ENTRANCE OF BUILDING.
 CK0225'NOTE-- THE BUILDING HAS BEEN JACKED UP AND NEW FOUNDATION BUILT
 CK0225'UNDER BUILDING.  THE BUILDING IS CRACKED BUY MAY BE STABLE AND
 CK0225'HOLD ITS PRESENT ELEVATION.
 CK0225
 CK0225                          STATION RECOVERY (1989)
 CK0225
 CK0225'RECOVERY NOTE BY US POWER SQUADRON 1989 (DS)
 CK0225'RECOVERED IN GOOD CONDITION.
 CK0225
 CK0225                          STATION RECOVERY (1991)
 CK0225
 CK0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CK0225'IN SAVANNAH, SET VERTICALLY IN THE SOUTH FACE OF THE FREEMASONS HALL
 CK0225'(SAVANNAH COTTON EXCHANGE) LOCATED AT 100 EAST BAY STREET, 51.5 M
 CK0225'(169.0 FT) NORTH OF THE STREET CENTERLINE, 2.0 M (6.6 FT) ABOVE THE
 CK0225'LEVEL OF THE STREET, AND 2.0 M (6.6 FT) EAST OF THE CENTER OF THE
 CK0225'SOUTH ENTRANCE TO THE BUILDING.
 CK0225
 CK0225                          STATION RECOVERY (1996)
 CK0225
 CK0225'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK0225'STATION IS LOCATED IN SAVANNAH.  OWNERSHIP--SAVANNAH COTTON EXCHANGE,
 CK0225'FREEMASONS HALL.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK0225'THE EAST END OF INTERSTATE 16 AND A PAVED ROAD (MARTIN LUTHER KING JR.
 CK0225'BOULEVARD) ON THE WEST SIDE OF SAVANNAH, GO NORTH NORTHEAST ON MARTIN
 CK0225'LUTHER KING JR.  BOULEVARD FOR 0.6 MILE (1.0 KM) TO THE JUNCTION OF
 CK0225'U.S.  HIGHWAY 80 (BAY STREET) , TURN RIGHT ON BAY STREET FOR 0.45 MILE
 CK0225'(0.72 KM) TO THE STATION ON THE LEFT NEAR THE SOUTH ENTRANCE OF THE
 CK0225'OLD SAVANNAH COTTON EXCHANGE BUILDING, AT THE EXTENDED CENTER OF A
 CK0225'PAVED ROAD (DRAYTON STREET) .  STATION IS A DRILL MARK SET VERTICALLY
 CK0225'IN BUILDING AND 5.0 FEET (1.5 M) ABOVE THE SOUTH ENTRANCE STEPS, 6.5
 CK0225'FEET (2.0 M) EAST OF THE CENTER OF THE SOUTH ENTRANCE DOORS.
 CK0225'RECOVERED BY R.W.  ROBERTS.
 CK0225
 CK0225                          STATION RECOVERY (1996)
 CK0225
 CK0225'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0225'RECOVERED IN GOOD CONDITION.
 CK0225
 CK0225                          STATION RECOVERY (2004)
 CK0225
 CK0225'RECOVERY NOTE BY GEOCACHING 2004 (MAB)
 CK0225'MARK FOUND AS DESCRIBED, BUILDING IS NOW OCCUPIED BY SOLOMONS LODGE
 CK0225'NUMBER 1, F AND AM.
 CK0225
 CK0225                          STATION RECOVERY (2004)
 CK0225
 CK0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 CK0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2131 ***********************************************************************
 DG2131  DESIGNATION -  C 340
 DG2131  PID         -  DG2131
 DG2131  STATE/COUNTY-  GA/HENRY
 DG2131  USGS QUAD   -  MC DONOUGH (1981)
 DG2131
 DG2131                         *CURRENT SURVEY CONTROL
 DG2131  ___________________________________________________________________
 DG2131* NAD 83(1986)-  33 23 19.     (N)    084 08 07.     (W)     SCALED    
 DG2131* NAVD 88     -       267.759  (meters)     878.47   (feet)  ADJUSTED  
 DG2131  ___________________________________________________________________
 DG2131  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2131  DYNAMIC HT  -         267.458 (meters)     877.49  (feet)  COMP
 DG2131  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 DG2131  OBS GRAVITY -     979,504.8   (mgal)                       GRAV_OBS
 DG2131
 DG2131  VERT ORDER  -  FIRST     CLASS II
 DG2131
 DG2131.The horizontal coordinates were scaled from a topographic map and have
 DG2131.an estimated accuracy of +/- 6 seconds.
 DG2131
 DG2131.The orthometric height was determined by differential leveling
 DG2131.and adjusted by the National Geodetic Survey in June 1991..
 DG2131
 DG2131.The geoid height was determined by GEOID03.
 DG2131
 DG2131.The dynamic height is computed by dividing the NAVD 88
 DG2131.geopotential number by the normal gravity value computed on the
 DG2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2131.degrees latitude (g = 980.6199 gals.).
 DG2131
 DG2131.The modeled gravity was interpolated from observed gravity values.
 DG2131.The observed gravity was obtained from relative gravimeter ties
 DG2131.to the IGSN71 gravity network.
 DG2131
 DG2131;                    North         East    Units  Estimated Accuracy
 DG2131;SPC GA W     -   375,700.      702,920.      MT  (+/- 180 meters Scaled)
 DG2131
 DG2131                          SUPERSEDED SURVEY CONTROL
 DG2131
 DG2131.No superseded survey control is available for this station.
 DG2131
 DG2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB664980(NAD 83)
 DG2131_MARKER: DB = BENCH MARK DISK
 DG2131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2131_SP_SET: STAINLESS STEEL ROD
 DG2131_STAMPING: C 340 1979
 DG2131_PROJECTION: FLUSH
 DG2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2131_ROD/PIPE-DEPTH: 4.57 meters
 DG2131
 DG2131  HISTORY     - Date     Condition        Report By
 DG2131  HISTORY     - 1979     MONUMENTED       NGS
 DG2131
 DG2131                          STATION DESCRIPTION
 DG2131
 DG2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DG2131'3.9 MI SE FROM MCDONOUGH.
 DG2131'3.9 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DG2131'MUCONOUGH, AT AN ASPHALT CROSSING TO A FIELD ROAD, OPPOSITE U.S.
 DG2131'HIGHWAY 23, AT THE SOUTH CORNER OF A 4 FOOT WIRE FENCE, 116.0 FEET
 DG2131'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST RAIL OF THE
 DG2131'RAILROAD, 203.0 FEET SOUTHEAST OF A FIRE HYDRANT, 49.0 FEET NORTH OF
 DG2131'THE CENTERLINE OF A DIRT DRIVE LEADING EAST, 39.0 FEET NORTHEAST OF
 DG2131'THE CENTERLINE OF THE HIGHWAY, 1.0 FEET SOUTHWEST OF THE FENCE.
 DG2131'THE MARK IS 1 FT  W FROM  C 340
 DG2131'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1053 ***********************************************************************
 DF1053  DESIGNATION -  C 341
 DF1053  PID         -  DF1053
 DF1053  STATE/COUNTY-  GA/BALDWIN
 DF1053  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1053
 DF1053                         *CURRENT SURVEY CONTROL
 DF1053  ___________________________________________________________________
 DF1053* NAD 83(1986)-  33 05 26.     (N)    083 10 41.     (W)     SCALED    
 DF1053* NAVD 88     -       134.149  (meters)     440.12   (feet)  ADJUSTED  
 DF1053  ___________________________________________________________________
 DF1053  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DF1053  DYNAMIC HT  -         134.005 (meters)     439.65  (feet)  COMP
 DF1053  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 DF1053
 DF1053  VERT ORDER  -  FIRST     CLASS II
 DF1053
 DF1053.The horizontal coordinates were scaled from a topographic map and have
 DF1053.an estimated accuracy of +/- 6 seconds.
 DF1053
 DF1053.The orthometric height was determined by differential leveling
 DF1053.and adjusted by the National Geodetic Survey in June 1991..
 DF1053
 DF1053.The geoid height was determined by GEOID03.
 DF1053
 DF1053.The dynamic height is computed by dividing the NAVD 88
 DF1053.geopotential number by the normal gravity value computed on the
 DF1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1053.degrees latitude (g = 980.6199 gals.).
 DF1053
 DF1053.The modeled gravity was interpolated from observed gravity values.
 DF1053
 DF1053;                    North         East    Units  Estimated Accuracy
 DF1053;SPC GA E     -   343,100.      105,590.      MT  (+/- 180 meters Scaled)
 DF1053
 DF1053                          SUPERSEDED SURVEY CONTROL
 DF1053
 DF1053.No superseded survey control is available for this station.
 DF1053
 DF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS967634(NAD 83)
 DF1053_MARKER: DB = BENCH MARK DISK
 DF1053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1053_SP_SET: STAINLESS STEEL ROD
 DF1053_STAMPING: C 341 1979
 DF1053_PROJECTION: FLUSH
 DF1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1053_ROD/PIPE-DEPTH: 4.57 meters
 DF1053
 DF1053  HISTORY     - Date     Condition        Report By
 DF1053  HISTORY     - 1979     MONUMENTED       NGS
 DF1053  HISTORY     - 20010530 MARK NOT FOUND   GADT
 DF1053
 DF1053                          STATION DESCRIPTION
 DF1053
 DF1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1053'3.1 MI EAST FROM MILLEDGEVILLE.
 DF1053'3.1 MILES EAST ALONG STATE HIGHWAYS 22 AND 24 FROM THE POST OFFICE IN
 DF1053'MILLEDGEVILLE TO THE MARK ON THE RIGHT, SET BETWEEN POWER POLE AND
 DF1053'GUY WIRE, 0.05 MILE EAST OF HIGHWAY MILEAGE MARKER 15, 71.5 FEET
 DF1053'NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY WOODEN FRAME HOUSE,
 DF1053'34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 3 FEET SOUTH OF POWER
 DF1053'POLE NUMBER 79, 2 FEET NORTH OF GUY WIRE.
 DF1053'THE MARK IS 1 FT  W FROM A WITNESS POST.
 DF1053'THE MARK IS 3 FT ABOVE HIGHWAY.
 DF1053
 DF1053                          STATION RECOVERY (2001)
 DF1053
 DF1053'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1095 ***********************************************************************
 DF1095  DESIGNATION -  C 342
 DF1095  PID         -  DF1095
 DF1095  STATE/COUNTY-  GA/WARREN
 DF1095  USGS QUAD   -  WARRENTON (1987)
 DF1095
 DF1095                         *CURRENT SURVEY CONTROL
 DF1095  ___________________________________________________________________
 DF1095* NAD 83(1986)-  33 23 36.     (N)    082 40 40.     (W)     SCALED    
 DF1095* NAVD 88     -       142.377  (meters)     467.12   (feet)  ADJUSTED  
 DF1095  ___________________________________________________________________
 DF1095  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DF1095  DYNAMIC HT  -         142.226 (meters)     466.62  (feet)  COMP
 DF1095  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DF1095
 DF1095  VERT ORDER  -  FIRST     CLASS II
 DF1095
 DF1095.The horizontal coordinates were scaled from a topographic map and have
 DF1095.an estimated accuracy of +/- 6 seconds.
 DF1095
 DF1095.The orthometric height was determined by differential leveling
 DF1095.and adjusted by the National Geodetic Survey in June 1991..
 DF1095
 DF1095.The geoid height was determined by GEOID03.
 DF1095
 DF1095.The dynamic height is computed by dividing the NAVD 88
 DF1095.geopotential number by the normal gravity value computed on the
 DF1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1095.degrees latitude (g = 980.6199 gals.).
 DF1095
 DF1095.The modeled gravity was interpolated from observed gravity values.
 DF1095
 DF1095;                    North         East    Units  Estimated Accuracy
 DF1095;SPC GA E     -   376,340.      152,450.      MT  (+/- 180 meters Scaled)
 DF1095
 DF1095                          SUPERSEDED SURVEY CONTROL
 DF1095
 DF1095.No superseded survey control is available for this station.
 DF1095
 DF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS439961(NAD 83)
 DF1095_MARKER: DB = BENCH MARK DISK
 DF1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1095_SP_SET: STAINLESS STEEL ROD
 DF1095_STAMPING: C 342 1979
 DF1095_PROJECTION: FLUSH
 DF1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1095_ROD/PIPE-DEPTH: 4.27 meters
 DF1095
 DF1095  HISTORY     - Date     Condition        Report By
 DF1095  HISTORY     - 1979     MONUMENTED       NGS
 DF1095  HISTORY     - 1985     GOOD             LOCSUR
 DF1095
 DF1095                          STATION DESCRIPTION
 DF1095
 DF1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1095'1.3 MI SW FROM WARRENTON.
 DF1095'1.3 MILES SOUTHWEST ALONG STATE HIGHWAYS C 12 AND 16 FROM THE POST
 DF1095'OFFICE IN WARRENTON TO THE MARK ON THE RIGHT, SET IN FENCE LINE,
 DF1095'DIRECTLY ACROSS HIGHWAY FROM A LARGE POND, 200 FEET NORTHWEST AND
 DF1095'ACROSS HIGHWAY FROM MILEAGE MARKER NUMBER 10, 51 FEET NORTHWEST OF
 DF1095'THE CENTERLINE OF HIGHWAY, 31 FEET EAST OF A CONCRETE CULVERT, 31
 DF1095'FEET NORTHWEST OF A CONCRETE POST, 2 FEET SOUTHEAST OF A FENCE.
 DF1095'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 DF1095'THE MARK IS 1 FT BELOW HIGHWAY.
 DF1095
 DF1095                          STATION RECOVERY (1985)
 DF1095
 DF1095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 DF1095'ABOUT 31 FEET 'EAST' OF A CONCRETE CULVERT IS 31 FEET 'WEST' OF THE
 DF1095'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1042 ***********************************************************************
 DF1042  DESIGNATION -  C 343
 DF1042  PID         -  DF1042
 DF1042  STATE/COUNTY-  GA/BALDWIN
 DF1042  USGS QUAD   -  BROWNS CROSSING (1985)
 DF1042
 DF1042                         *CURRENT SURVEY CONTROL
 DF1042  ___________________________________________________________________
 DF1042* NAD 83(1986)-  33 03 59.     (N)    083 16 19.     (W)     SCALED    
 DF1042* NAVD 88     -       144.888  (meters)     475.35   (feet)  ADJUSTED  
 DF1042  ___________________________________________________________________
 DF1042  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DF1042  DYNAMIC HT  -         144.733 (meters)     474.84  (feet)  COMP
 DF1042  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DF1042
 DF1042  VERT ORDER  -  FIRST     CLASS II
 DF1042
 DF1042.The horizontal coordinates were scaled from a topographic map and have
 DF1042.an estimated accuracy of +/- 6 seconds.
 DF1042
 DF1042.The orthometric height was determined by differential leveling
 DF1042.and adjusted by the National Geodetic Survey in June 1991..
 DF1042
 DF1042.The geoid height was determined by GEOID03.
 DF1042
 DF1042.The dynamic height is computed by dividing the NAVD 88
 DF1042.geopotential number by the normal gravity value computed on the
 DF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1042.degrees latitude (g = 980.6199 gals.).
 DF1042
 DF1042.The modeled gravity was interpolated from observed gravity values.
 DF1042
 DF1042;                    North         East    Units  Estimated Accuracy
 DF1042;SPC GA E     -   340,510.       96,790.      MT  (+/- 180 meters Scaled)
 DF1042
 DF1042                          SUPERSEDED SURVEY CONTROL
 DF1042
 DF1042.No superseded survey control is available for this station.
 DF1042
 DF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS879609(NAD 83)
 DF1042_MARKER: DB = BENCH MARK DISK
 DF1042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1042_SP_SET: STAINLESS STEEL ROD
 DF1042_STAMPING: C 343 1979
 DF1042_PROJECTION: FLUSH
 DF1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1042_ROD/PIPE-DEPTH: 3.66 meters
 DF1042
 DF1042  HISTORY     - Date     Condition        Report By
 DF1042  HISTORY     - 1979     MONUMENTED       NGS
 DF1042
 DF1042                          STATION DESCRIPTION
 DF1042
 DF1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF1042'3.0 MI SW FROM MILLEDGEVILLE.
 DF1042'3.0 MILES SOUTHWEST ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 DF1042'MILLEDGEVILLE TO THE MARK ON THE LEFT, 1.5 FEET NORTHEAST OF A POWER
 DF1042'POLE WITH A TRANSFORMER AND 2 GUY WIRES, 17 FEET SOUTHWEST OF A DIM
 DF1042'WOODS ROAD LEADING SOUTHEAST, 33 FEET EAST OF A WOODEN SIGN READING
 DF1042'WELCOME TO HISTORIC MILLEDGEVILLE, AND 51.5 FEET SOUTHEAST OF THE
 DF1042'CENTER LINE OF ROUTE 49.
 DF1042'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 DF1042'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0992 ***********************************************************************
 DF0992  DESIGNATION -  C 344
 DF0992  PID         -  DF0992
 DF0992  STATE/COUNTY-  GA/JEFFERSON
 DF0992  USGS QUAD   -  KEYSVILLE (1950)
 DF0992
 DF0992                         *CURRENT SURVEY CONTROL
 DF0992  ___________________________________________________________________
 DF0992* NAD 83(1986)-  33 13 08.     (N)    082 14 09.     (W)     SCALED    
 DF0992* NAVD 88     -       111.000  (meters)     364.17   (feet)  ADJUSTED  
 DF0992  ___________________________________________________________________
 DF0992  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DF0992  DYNAMIC HT  -         110.879 (meters)     363.78  (feet)  COMP
 DF0992  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DF0992
 DF0992  VERT ORDER  -  FIRST     CLASS II
 DF0992
 DF0992.The horizontal coordinates were scaled from a topographic map and have
 DF0992.an estimated accuracy of +/- 6 seconds.
 DF0992
 DF0992.The orthometric height was determined by differential leveling
 DF0992.and adjusted by the National Geodetic Survey in June 1991..
 DF0992
 DF0992.The geoid height was determined by GEOID03.
 DF0992
 DF0992.The dynamic height is computed by dividing the NAVD 88
 DF0992.geopotential number by the normal gravity value computed on the
 DF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0992.degrees latitude (g = 980.6199 gals.).
 DF0992
 DF0992.The modeled gravity was interpolated from observed gravity values.
 DF0992
 DF0992;                    North         East    Units  Estimated Accuracy
 DF0992;SPC GA E     -   356,880.      193,550.      MT  (+/- 180 meters Scaled)
 DF0992
 DF0992                          SUPERSEDED SURVEY CONTROL
 DF0992
 DF0992.No superseded survey control is available for this station.
 DF0992
 DF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS848762(NAD 83)
 DF0992_MARKER: DB = BENCH MARK DISK
 DF0992_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DF0992_SP_SET: GALVANIZED STEEL ROD
 DF0992_STAMPING: C 344 1979
 DF0992_PROJECTION: FLUSH
 DF0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0992_ROD/PIPE-DEPTH: 7.32 meters
 DF0992
 DF0992  HISTORY     - Date     Condition        Report By
 DF0992  HISTORY     - 1979     MONUMENTED       NGS
 DF0992
 DF0992                          STATION DESCRIPTION
 DF0992
 DF0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 DF0992'0.85 MI SOUTH FROM KEYSVILLE.
 DF0992'0.45 MILE SOUTH ALONG STATE HIGHWAY 88 FROM THE CONCRETE HIGHWAY
 DF0992'BRIDGE OVER BRIER CREEK AT KEYSVILLE, TO THE JUNCTION OF STATE HIGHWAY
 DF0992'305, THENCE 0.4 MILE SOUTH ALONG HIGHWAY 305, IN THE NORTHEAST CORNER
 DF0992'OF A LARGE PECAN GROVE, 47 FT. WEST OF CENTERLINE OF HIGHWAY 305,
 DF0992'38 FT. SOUTH OF 24-INCH PINE TREE, 32 FT. NORTH OF 28-INCH PECAN
 DF0992'TREE. DISK LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD
 DF0992'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 DF0992'THE MARK IS 1 FT  N FROM A WITNESS POST.
 DF0992'THE MARK IS 6 FT ABOVE HIGHWAY 305.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1144 ***********************************************************************
 CL1144  DESIGNATION -  C 345
 CL1144  PID         -  CL1144
 CL1144  STATE/COUNTY-  GA/BURKE
 CL1144  USGS QUAD   -  MIDVILLE (1981)
 CL1144
 CL1144                         *CURRENT SURVEY CONTROL
 CL1144  ___________________________________________________________________
 CL1144* NAD 83(1986)-  32 50 29.     (N)    082 13 56.     (W)     SCALED    
 CL1144* NAVD 88     -        78.873  (meters)     258.77   (feet)  ADJUSTED  
 CL1144  ___________________________________________________________________
 CL1144  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 CL1144  DYNAMIC HT  -          78.785 (meters)     258.48  (feet)  COMP
 CL1144  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 CL1144
 CL1144  VERT ORDER  -  FIRST     CLASS II
 CL1144
 CL1144.The horizontal coordinates were scaled from a topographic map and have
 CL1144.an estimated accuracy of +/- 6 seconds.
 CL1144
 CL1144.The orthometric height was determined by differential leveling
 CL1144.and adjusted by the National Geodetic Survey in June 1991..
 CL1144
 CL1144.The geoid height was determined by GEOID03.
 CL1144
 CL1144.The dynamic height is computed by dividing the NAVD 88
 CL1144.geopotential number by the normal gravity value computed on the
 CL1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1144.degrees latitude (g = 980.6199 gals.).
 CL1144
 CL1144.The modeled gravity was interpolated from observed gravity values.
 CL1144
 CL1144;                    North         East    Units  Estimated Accuracy
 CL1144;SPC GA E     -   315,020.      193,860.      MT  (+/- 180 meters Scaled)
 CL1144
 CL1144                          SUPERSEDED SURVEY CONTROL
 CL1144
 CL1144.No superseded survey control is available for this station.
 CL1144
 CL1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS846343(NAD 83)
 CL1144_MARKER: DB = BENCH MARK DISK
 CL1144_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CL1144_SP_SET: GALVANIZED STEEL ROD
 CL1144_STAMPING: C 345 1979
 CL1144_PROJECTION: PROJECTING 8 CENTIMETERS
 CL1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1144_ROD/PIPE-DEPTH: 3.66 meters
 CL1144
 CL1144  HISTORY     - Date     Condition        Report By
 CL1144  HISTORY     - 1979     MONUMENTED       NGS
 CL1144
 CL1144                          STATION DESCRIPTION
 CL1144
 CL1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1144'1.65 MI NORTH FROM MIDVILLE.
 CL1144'0.25 MILE NORTH ALONG STATE HIGHWAY 56 FROM THE CENTRAL OF GEORGIA
 CL1144'RAILROAD CROSSING AT MIDVILLE TO THE Y-JUNCTION OF STATE HIGHWAY
 CL1144'305, THENCE 1.4 MILES NORTH ALONG HIGHWAY 305, 0.25 MILE SOUTH
 CL1144'OF THE JUNCTION OF COUNTY ROAD 324, 63.5 FT. NORTHEAST OF THE
 CL1144'NORTHEAST FACE OF A ONE STORY FRAME HOUSE, 65 FT. WEST OF THE
 CL1144'CENTERLINE OF HIGHWAY 305, 3 FT. EAST OF A POWERLINE POLE WITH
 CL1144'TWO GUY WIRES. DISK LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 CL1144'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CL1144'THE MARK IS 2 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1190 ***********************************************************************
 CL1190  DESIGNATION -  C 347
 CL1190  PID         -  CL1190
 CL1190  STATE/COUNTY-  GA/BIBB
 CL1190  USGS QUAD   -  MACON WEST (1985)
 CL1190
 CL1190                         *CURRENT SURVEY CONTROL
 CL1190  ___________________________________________________________________
 CL1190* NAD 83(1986)-  32 52 06.     (N)    083 39 32.     (W)     SCALED    
 CL1190* NAVD 88     -        93.910  (meters)     308.10   (feet)  ADJUSTED  
 CL1190  ___________________________________________________________________
 CL1190  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CL1190  DYNAMIC HT  -          93.808 (meters)     307.77  (feet)  COMP
 CL1190  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 CL1190
 CL1190  VERT ORDER  -  FIRST     CLASS II
 CL1190
 CL1190.The horizontal coordinates were scaled from a topographic map and have
 CL1190.an estimated accuracy of +/- 6 seconds.
 CL1190
 CL1190.The orthometric height was determined by differential leveling
 CL1190.and adjusted by the National Geodetic Survey in June 1991..
 CL1190
 CL1190.The geoid height was determined by GEOID03.
 CL1190
 CL1190.The dynamic height is computed by dividing the NAVD 88
 CL1190.geopotential number by the normal gravity value computed on the
 CL1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1190.degrees latitude (g = 980.6199 gals.).
 CL1190
 CL1190.The modeled gravity was interpolated from observed gravity values.
 CL1190
 CL1190;                    North         East    Units  Estimated Accuracy
 CL1190;SPC GA W     -   318,120.      747,520.      MT  (+/- 180 meters Scaled)
 CL1190
 CL1190                          SUPERSEDED SURVEY CONTROL
 CL1190
 CL1190.No superseded survey control is available for this station.
 CL1190
 CL1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS512398(NAD 83)
 CL1190_MARKER: I = METAL ROD
 CL1190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CL1190_SP_SET: STAINLESS STEEL ROD
 CL1190_STAMPING: C 347 1979
 CL1190_PROJECTION: RECESSED 8 CENTIMETERS
 CL1190_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CL1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL1190+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 CL1190_ROD/PIPE-DEPTH: 4.57 meters
 CL1190
 CL1190  HISTORY     - Date     Condition        Report By
 CL1190  HISTORY     - 1979     MONUMENTED       NGS
 CL1190  HISTORY     - 19920212 GOOD             NGS
 CL1190  HISTORY     - 20040516 GOOD             METRIC
 CL1190
 CL1190                          STATION DESCRIPTION
 CL1190
 CL1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CL1190'2.6 MI NW FROM MACON.
 CL1190'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 CL1190'HIGHWAYS 23 AND 49 IN MACON TO THE MARK ON  THE LEFT, SET BY POWER
 CL1190'POLE ON THE PROPERT OF MACON FEDERAL BANK, 72 FEET SOUTHWEST OF
 CL1190'CENTER LINE OF HIGHWAY, 70 FEET NORTH OF THE NORTH CORNER OF BANK, 43
 CL1190'2 FEET NORTHWEST OF POWER POLE WITH THREE TRANSFORMERS.
 CL1190'THE MARK IS 2 FT  NW FROM  C 347
 CL1190'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CL1190
 CL1190                          STATION RECOVERY (1992)
 CL1190
 CL1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 CL1190'2.6 MILES (4.2 KM) NW ALONG RIVERSIDE DRIVE (US HWY 23) FROM HWY 49 IN
 CL1190'MACON TO THE MARK ON THE LEFT ON PROPERTY OF LIBERTY SAVINGS BANK
 CL1190'(2540 RIV.  DR.) , 64.5 FT (19.7 M) NE OF NE SURFACE OF METAL SIGN
 CL1190'BASE FOR LARGE BILLBOARD, 59.5 FT (18.1 M) SW OF YELLOW LINES DIVIDING
 CL1190'HWY LANES, 61.7 FT (18.8 M) EASTERLY FROM NORTH CORNER OF BRICK BANK
 CL1190'BLDG, 52.5 FT (16.0 M) NE AND 31.5 FT (9.6 M) NW OF NE AND NW BLDG
 CL1190'LINES EXTENDED FROM FRONT RIGHT CORNER OR 26.5 FT (8.1 M) NW OF MOST
 CL1190'NWLY LINE OF BLDG, 44.7 FT (13.6 M) EAST OF METAL SIGN BASE FOR
 CL1190'ECONOMY RENT-A-CAR, 35 FT (10.7 M) SW OF HWY CURB, 2 FT (0.6 M) NW OF
 CL1190'A POLE AND WITNESS SIGN.
 CL1190
 CL1190                          STATION RECOVERY (2004)
 CL1190
 CL1190'RECOVERY NOTE BY METRIC SURVEYS 2004 (HLB)
 CL1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK1706 ***********************************************************************
 CK1706  DESIGNATION -  C 348
 CK1706  PID         -  CK1706
 CK1706  STATE/COUNTY-  GA/BULLOCH
 CK1706  USGS QUAD   -  BROOKLET (1978)
 CK1706
 CK1706                         *CURRENT SURVEY CONTROL
 CK1706  ___________________________________________________________________
 CK1706* NAD 83(1986)-  32 23 58.     (N)    081 41 53.     (W)     SCALED    
 CK1706* NAVD 88     -        54.212  (meters)     177.86   (feet)  ADJUSTED  
 CK1706  ___________________________________________________________________
 CK1706  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 CK1706  DYNAMIC HT  -          54.150 (meters)     177.66  (feet)  COMP
 CK1706  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CK1706
 CK1706  VERT ORDER  -  FIRST     CLASS II
 CK1706
 CK1706.The horizontal coordinates were scaled from a topographic map and have
 CK1706.an estimated accuracy of +/- 6 seconds.
 CK1706
 CK1706.The orthometric height was determined by differential leveling
 CK1706.and adjusted by the National Geodetic Survey in June 1991..
 CK1706
 CK1706.The geoid height was determined by GEOID03.
 CK1706
 CK1706.The dynamic height is computed by dividing the NAVD 88
 CK1706.geopotential number by the normal gravity value computed on the
 CK1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK1706.degrees latitude (g = 980.6199 gals.).
 CK1706
 CK1706.The modeled gravity was interpolated from observed gravity values.
 CK1706
 CK1706;                    North         East    Units  Estimated Accuracy
 CK1706;SPC GA E     -   266,100.      244,080.      MT  (+/- 180 meters Scaled)
 CK1706
 CK1706                          SUPERSEDED SURVEY CONTROL
 CK1706
 CK1706.No superseded survey control is available for this station.
 CK1706
 CK1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR343849(NAD 83)
 CK1706_MARKER: DB = BENCH MARK DISK
 CK1706_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 CK1706_SP_SET: GALVANIZED STEEL ROD
 CK1706_STAMPING: C 348 1979
 CK1706_PROJECTION: RECESSED 8 CENTIMETERS
 CK1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK1706_ROD/PIPE-DEPTH: 7.32 meters
 CK1706
 CK1706  HISTORY     - Date     Condition        Report By
 CK1706  HISTORY     - 1979     MONUMENTED       NGS
 CK1706
 CK1706                          STATION DESCRIPTION
 CK1706
 CK1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CK1706'3.2 MI NW FROM BROOKLET.
 CK1706'0.2 MILE NORTHEAST ALONG PARKER STREET FROM THE BROOKLET METHODIST
 CK1706'CHURCH IN BROOKLET, THENCE 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 80,
 CK1706'THENCE 0.4 MILE SOUTHWEST ALONG A GRADED SAND ROAD, 116.3 FT.
 CK1706'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A 45-INCH OAK TREE, 37.3 FT.
 CK1706'SOUTHEAST OF THE CENTERLINE OF A GRADED SAND ROAD, 19.1 FT. NORTHEAST
 CK1706'OF THE CENTERLINE OF A TRACK ROAD LEADING SOUTHEAST, 18.6 FT. WEST OF
 CK1706'THE SOUTH CORNER OF A RED TILE TOBACCO BARN, 17.4 FT. SOUTH OF THE
 CK1706'WEST CORNER OF THE RED TILE TOBACCO BARN, 3.6 FT. NORTHWEST OF A
 CK1706'TELEPHONE POLE. DISK IS SET 8 INCHES BELOW GROUND, ACCESS TO WHICH IS
 CK1706'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 CK1706'THE MARK IS 4 FT  NW FROM  A SIGN ON TELEPHONE POLE
 CK1706'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1873 ***********************************************************************
 BR1873  DESIGNATION -  C 36
 BR1873  PID         -  BR1873
 BR1873  STATE/COUNTY-  GA/CHATHAM
 BR1873  USGS QUAD   -  WASSAW SOUND (1978)
 BR1873
 BR1873                         *CURRENT SURVEY CONTROL
 BR1873  ___________________________________________________________________
 BR1873* NAD 83(1994)-  31 58 44.35716(N)    080 59 46.89613(W)     ADJUSTED  
 BR1873* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 BR1873  ___________________________________________________________________
 BR1873  X           -     847,474.738 (meters)                     COMP
 BR1873  Y           -  -5,348,545.721 (meters)                     COMP
 BR1873  Z           -   3,358,441.559 (meters)                     COMP
 BR1873  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BR1873  ELLIP HEIGHT-         -25.96  (meters)          (09/03/97) GPS OBS
 BR1873  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 BR1873
 BR1873  HORZ ORDER  -  SECOND
 BR1873  ELLP ORDER  -  FOURTH    CLASS II
 BR1873
 BR1873.The horizontal coordinates were established by GPS observations
 BR1873.and adjusted by the National Geodetic Survey in September 1997..
 BR1873
 BR1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1873
 BR1873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1873
 BR1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1873
 BR1873.The ellipsoidal height was determined by GPS observations
 BR1873.and is referenced to NAD 83.
 BR1873
 BR1873.The geoid height was determined by GEOID03.
 BR1873
 BR1873;                    North         East     Units Scale Factor Converg.
 BR1873;SPC GA E     -   219,985.441   310,603.504   MT  1.00005082   +0 37 11.5
 BR1873;SPC GA E     -   721,735.57  1,019,038.33   sFT  1.00005082   +0 37 11.5
 BR1873;UTM  17      - 3,538,106.692   500,343.892   MT  0.99960000   +0 00 06.9
 BR1873
 BR1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1873!SPC GA E     -   1.00000408  x   1.00005082  =   1.00005490
 BR1873!UTM  17      -   1.00000408  x   0.99960000  =   0.99960407
 BR1873
 BR1873                          SUPERSEDED SURVEY CONTROL
 BR1873
 BR1873  NAD 83(1986)-  31 58 44.37102(N)    080 59 46.91225(W) AD(       ) 2
 BR1873  NGVD 29 (03/03/92)    5.6    (m)           18.     (f) GPS OBS        
 BR1873
 BR1873.Superseded values are not recommended for survey control.
 BR1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1873.See file dsdata.txt to determine how the superseded data were derived.
 BR1873
 BR1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNR0034438107(NAD 83)
 BR1873_MARKER: DD = SURVEY DISK
 BR1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1873_SP_SET: CONCRETE POST
 BR1873_STAMPING: C 36 MARCH 1990
 BR1873_MARK LOGO: GA4910
 BR1873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1873+STABILITY: SURFACE MOTION
 BR1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1873+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1873
 BR1873  HISTORY     - Date     Condition        Report By
 BR1873  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1873  HISTORY     - 20021221 MARK NOT FOUND   USPSQD
 BR1873
 BR1873                          STATION DESCRIPTION
 BR1873
 BR1873'DESCRIBED BY GEONEX 1990
 BR1873'STATION IS LOCATED SOUTHEAST OF SAVANNAH IN WILMINGTON PARK AT THE
 BR1873'SOUTHERLY TIP OF WILMINGTON ISLAND. IT IS APPROXIMATELY 5.0 MI
 BR1873'(8.05 KM) SOUTHEAST FROM THUNDERBOLT AND 9.1 MI (14.64 KM) SOUTHWEST
 BR1873'FROM TYBEE ISLAND.
 BR1873'TO REACH STATION C 36 FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 BR1873'STATE HIGHWAY 367 (JOHNNY MERCER DRIVE), NEAR THE BULL RIVER, GO
 BR1873'SOUTHWESTERLY ALONG STATE HIGHWAY 367 (JOHNNY MERCER DRIVE) FOR 0.6
 BR1873'MI (0.97 KM) TO THE INTERSECTION WITH WALTHOUR ROAD ON THE LEFT.
 BR1873'TURN LEFT AND GO SOUTHEASTERLY ALONG WALTHOUR ROAD FOR 1.0 MI
 BR1873'(1.61 KM) TO A CURVE TO THE LEFT. CONTINUE AROUND THE CURVE TO THE
 BR1873'LEFT AND GO SOUTHWESTERLY ALONG WALTHOUR ROAD FOR 0.9 MI (1.45 KM) TO
 BR1873'THE INTERSECTION WITH PENN WALLER ROAD ON THE RIGHT.  CONTINUE
 BR1873'SOUTHWESTERLY ALONG WALTHOUR ROAD FOR 1.4 MI (2.25 KM) TO A CURVE TO
 BR1873'THE RIGHT.  CONTINUE AROUND THE CURVE TO THE RIGHT AND GO WESTERLY
 BR1873'ALONG WALTHOUR ROAD FOR 0.2 MI (0.32 KM) TO A SHARP CURVE TO THE LEFT
 BR1873'AND THE INTERSECTION WITH BRANCH STREET.  CONTINUE AROUND THE CURVE
 BR1873'TO THE LEFT AND GO SOUTHERLY ALONG BRANCH STREET FOR 0.35 MI
 BR1873'(0.56 KM) TO A SHARP CURVE TO THE RIGHT.  CONTINUE AROUND THE CURVE
 BR1873'TO THE RIGHT AND GO WESTERLY ALONG BRANCH STREET FOR 0.25 MI
 BR1873'(0.40 KM) TO A SHARP CURVE TO THE LEFT AND THE INTERSECTION WITH
 BR1873'STONE STREET (RUNNING NORTHWESTERLY-SOUTHEASTERLY) AND 3RD AVENUE.
 BR1873'CONTINUE AROUND THE CURVE TO THE LEFT AND GO SOUTHERLY ALONG 3RD
 BR1873'AVENUE FOR 0.2 MI (0.32 KM) TO THE INTERSECTION WITH LANG STREET ON
 BR1873'THE RIGHT.  TURN RIGHT AND GO WESTERLY ALONG LANG STREET FOR 0.05 MI
 BR1873'(0.08 KM) TO TWO BASEBALL FIELDS AND THE STATION ON THE RIGHT.
 BR1873'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1873'STAMPED ---C 36  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1873'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.5 FT (0.15 M)
 BR1873'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1873'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1873'LOCATED NORTH OF LANG STREET BETWEEN TWO BASEBALL FIELDS, IN
 BR1873'APPROXIMATE DEEP CENTER-FIELD OF THE SOUTHEAST BASEBALL FIELD, 202
 BR1873'DEGREES AZIMUTH, 34.0 FT (10.36 M) FROM THE SOUTH END OF THE
 BR1873'NORTH-SOUTH CHAIN LINK FENCE AT THE EAST SIDE OF THE NORTHWEST
 BR1873'BASEBALL FIELD, 355 DEGREES AZIMUTH, 136.7 FT (41.67 M) FROM THE WEST
 BR1873'END OF AN EAST-WEST CHAIN LINK FENCE AT THE SOUTH SIDE OF THE
 BR1873'SOUTHEAST BASEBALL FIELD, AND 156 DEGREES AZIMUTH, 151.8 FT
 BR1873'(46.27 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A 30 INCH
 BR1873'TREE LOCATED NEAR THE NORTHWEST CORNER OF THE NORTHWEST BASEBALL
 BR1873'FIELD.
 BR1873
 BR1873                          STATION RECOVERY (2002)
 BR1873
 BR1873'RECOVERY NOTE BY US POWER SQUADRON 2002 (OK)
 BR1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0280 ***********************************************************************
 CK0280  DESIGNATION -  C 37
 CK0280  PID         -  CK0280
 CK0280  STATE/COUNTY-  GA/CHATHAM
 CK0280  USGS QUAD   -  GARDEN CITY (1980)
 CK0280
 CK0280                         *CURRENT SURVEY CONTROL
 CK0280  ___________________________________________________________________
 CK0280* NAD 83(1986)-  32 06 20.     (N)    081 09 56.     (W)     SCALED    
 CK0280* NAVD 88     -         6.390  (meters)      20.96   (feet)  ADJUSTED  
 CK0280  ___________________________________________________________________
 CK0280  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CK0280  DYNAMIC HT  -           6.383 (meters)      20.94  (feet)  COMP
 CK0280  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CK0280
 CK0280  VERT ORDER  -  FIRST     CLASS II
 CK0280
 CK0280.The horizontal coordinates were scaled from a topographic map and have
 CK0280.an estimated accuracy of +/- 6 seconds.
 CK0280
 CK0280.The orthometric height was determined by differential leveling
 CK0280.and adjusted by the National Geodetic Survey in June 1991..
 CK0280
 CK0280.The geoid height was determined by GEOID03.
 CK0280
 CK0280.The dynamic height is computed by dividing the NAVD 88
 CK0280.geopotential number by the normal gravity value computed on the
 CK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0280.degrees latitude (g = 980.6199 gals.).
 CK0280
 CK0280.The modeled gravity was interpolated from observed gravity values.
 CK0280
 CK0280;                    North         East    Units  Estimated Accuracy
 CK0280;SPC GA E     -   233,860.      294,480.      MT  (+/- 180 meters Scaled)
 CK0280
 CK0280                          SUPERSEDED SURVEY CONTROL
 CK0280
 CK0280  NGVD 29 (03/21/89)    6.674  (m)           21.90   (f) ADJUSTED    1 2
 CK0280
 CK0280.Superseded values are not recommended for survey control.
 CK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0280.See file dsdata.txt to determine how the superseded data were derived.
 CK0280
 CK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR843521(NAD 83)
 CK0280_MARKER: P = PIPE CAP
 CK0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CK0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CK0280_STAMPING: 22 1917
 CK0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0280
 CK0280  HISTORY     - Date     Condition        Report By
 CK0280  HISTORY     - 1917     MONUMENTED       USGS
 CK0280  HISTORY     - 1955     POOR             NGS
 CK0280
 CK0280                          STATION DESCRIPTION
 CK0280
 CK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0280'1.2 MI NW FROM CENTRAL JUNCTION.
 CK0280'ABOUT 1.25 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CK0280'FROM THE OVERPASS OF U.S. HIGHWAY 80 OVER THE TRACKS AT CENTRAL
 CK0280'JUNCTION, AT A ROAD CROSSING, 216 FEET SOUTH-SOUTHEAST OF MILE
 CK0280'POST 496, 43 FEET SOUTHWEST OF SOUTHWEST RAIL, 15 FEET NORTHWEST
 CK0280'OF CENTER LINE OF ROAD, 8 1/2 FEET SOUTHEAST OF A 36-INCH SYCAMORE
 CK0280'TREE, 19.9 FEET EAST OF EAST CORNER OF A SMALL FRAME HOUSE, 1.2
 CK0280'FEET NORTHWEST OF A WOODEN CORNER POST, ABOUT 2 FEET BELOW LEVEL
 CK0280'OF TRACK AND PROJECTING 1 INCH.  NOTE-- THE PIPE LEANS TO THE
 CK0280'NORTH AND THE CAP HAS BEEN BEAT DOWN SO THAT CENTER OF CAP IS
 CK0280'ABOUT 1/2 INCH LOWER THAN ITS ORIGINAL POSITION.  THE PIPE IS
 CK0280'PRESENTLY SOLID AND MAY HOLD ITS PRESENT ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1874 ***********************************************************************
 BR1874  DESIGNATION -  C 37
 BR1874  PID         -  BR1874
 BR1874  STATE/COUNTY-  GA/CHATHAM
 BR1874  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1874
 BR1874                         *CURRENT SURVEY CONTROL
 BR1874  ___________________________________________________________________
 BR1874* NAD 83(1994)-  31 59 07.83946(N)    081 04 28.02563(W)     ADJUSTED  
 BR1874* NAVD 88     -         4.81   (+/-2cm)      15.8    (feet)  VERTCON   
 BR1874  ___________________________________________________________________
 BR1874  X           -     840,124.634 (meters)                     COMP
 BR1874  Y           -  -5,349,316.995 (meters)                     COMP
 BR1874  Z           -   3,359,054.833 (meters)                     COMP
 BR1874  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 BR1874  ELLIP HEIGHT-         -26.40  (meters)          (09/03/97) GPS OBS
 BR1874  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 BR1874
 BR1874  HORZ ORDER  -  SECOND
 BR1874  VERT ORDER  -  THIRD ? (See Below)
 BR1874  ELLP ORDER  -  FOURTH    CLASS II
 BR1874
 BR1874.The horizontal coordinates were established by GPS observations
 BR1874.and adjusted by the National Geodetic Survey in September 1997..
 BR1874
 BR1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1874.The vertical order pertains to the NGVD 29 superseded value.
 BR1874
 BR1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1874
 BR1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1874
 BR1874.The ellipsoidal height was determined by GPS observations
 BR1874.and is referenced to NAD 83.
 BR1874
 BR1874.The geoid height was determined by GEOID03.
 BR1874
 BR1874;                    North         East     Units Scale Factor Converg.
 BR1874;SPC GA E     -   220,631.536   303,215.506   MT  1.00003134   +0 34 43.0
 BR1874;SPC GA E     -   723,855.30    994,799.54   sFT  1.00003134   +0 34 43.0
 BR1874;UTM  17      - 3,538,832.115   492,966.545   MT  0.99960061   -0 02 22.0
 BR1874
 BR1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1874!SPC GA E     -   1.00000415  x   1.00003134  =   1.00003549
 BR1874!UTM  17      -   1.00000415  x   0.99960061  =   0.99960475
 BR1874
 BR1874                          SUPERSEDED SURVEY CONTROL
 BR1874
 BR1874  NAD 83(1986)-  31 59 07.85291(N)    081 04 28.04010(W) AD(       ) 2
 BR1874  NGVD 29 (03/03/92)    5.09   (m)           16.7    (f) LEVELING    3  
 BR1874
 BR1874.Superseded values are not recommended for survey control.
 BR1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1874.See file dsdata.txt to determine how the superseded data were derived.
 BR1874
 BR1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9296738832(NAD 83)
 BR1874_MARKER: DD = SURVEY DISK
 BR1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1874_SP_SET: CONCRETE POST
 BR1874_STAMPING: C 37 MARCH 1990
 BR1874_MARK LOGO: GA4910
 BR1874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1874+STABILITY: SURFACE MOTION
 BR1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1874+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 BR1874
 BR1874  HISTORY     - Date     Condition        Report By
 BR1874  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1874  HISTORY     - 20051107 GOOD             USPSQD
 BR1874
 BR1874                          STATION DESCRIPTION
 BR1874
 BR1874'DESCRIBED BY GEONEX 1990
 BR1874'STATION IS LOCATED ALONG THE EASTERLY SIDE OF SAVANNAH AT THE
 BR1874'INTERSECTION OF SKIDAWAY ROAD AND FERGUSON AVENUE.
 BR1874'TO REACH STATION C 37 FROM THE INTERSECTION OF U.S. HIGHWAY 80
 BR1874'(VICTORY DRIVE), AND STATE HIGHWAY 204 (ABERCORN STREET), GO
 BR1874'SOUTHEASTERLY ALONG U.S. HIGHWAY 80 (VICTORY DRIVE), FOR 2.2 MI
 BR1874'(3.54 KM) TO THE INTERSECTION WITH SKIDAWAY ROAD.  TURN RIGHT AND GO
 BR1874'SOUTHWESTERLY ALONG SKIDAWAY ROAD FOR 1.6 MI (2.57 KM) TO THE
 BR1874'INTERSECTION WITH DE RENNE AVENUE.  CONTINUE SOUTHERLY ALONG SKIDAWAY
 BR1874'ROAD FOR 2.4 MI (3.86 KM) TO THE INTERSECTION WITH FERGUSON AVENUE ON
 BR1874'THE RIGHT AND NORWOOD AVENUE ON THE LEFT.  STATION IS LOCATED AT THE
 BR1874'WESTERLY CORNER OF THE INTERSECTION.
 BR1874'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1874'STAMPED ---C 37  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1874'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 BR1874'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1874'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1874'LOCATED 92 FT (28.04 M) SOUTHWEST FROM THE CENTERLINE OF SKIDAWAY
 BR1874'ROAD, 24 FT (7.32 M) NORTHWEST FROM THE CENTERLINE OF FERGUSON AVENUE
 BR1874', 190 DEGREES AZIMUTH, 13.5 FT (4.11 M) FROM A PK NAIL W/ SHINER IN
 BR1874'THE FACING SIDE OF A POWER POLE, 44 DEGREES AZIMUTH, 71.1 FT
 BR1874'(21.67 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE
 BR1874', 151 DEGREES AZIMUTH, 92.9 FT (28.32 M) FROM AN EASTERLY BUILDING
 BR1874'CORNER.
 BR1874
 BR1874                          STATION RECOVERY (2005)
 BR1874
 BR1874'RECOVERY NOTE BY US POWER SQUADRON 2005 (BD)
 BR1874'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2135 ***********************************************************************
 DG2135  DESIGNATION -  C 370
 DG2135  PID         -  DG2135
 DG2135  STATE/COUNTY-  GA/HENRY
 DG2135  USGS QUAD   -  MC DONOUGH (1981)
 DG2135
 DG2135                         *CURRENT SURVEY CONTROL
 DG2135  ___________________________________________________________________
 DG2135* NAD 83(1986)-  33 26 36.     (N)    084 08 51.     (W)     SCALED    
 DG2135* NAVD 88     -       258.903  (meters)     849.42   (feet)  ADJUSTED  
 DG2135  ___________________________________________________________________
 DG2135  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG2135  DYNAMIC HT  -         258.613 (meters)     848.47  (feet)  COMP
 DG2135  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DG2135  OBS GRAVITY -     979,511.6   (mgal)                       GRAV_OBS
 DG2135
 DG2135  VERT ORDER  -  FIRST     CLASS II
 DG2135
 DG2135.The horizontal coordinates were scaled from a topographic map and have
 DG2135.an estimated accuracy of +/- 6 seconds.
 DG2135
 DG2135.The orthometric height was determined by differential leveling
 DG2135.and adjusted by the National Geodetic Survey in June 1991..
 DG2135
 DG2135.The geoid height was determined by GEOID03.
 DG2135
 DG2135.The dynamic height is computed by dividing the NAVD 88
 DG2135.geopotential number by the normal gravity value computed on the
 DG2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2135.degrees latitude (g = 980.6199 gals.).
 DG2135
 DG2135.The modeled gravity was interpolated from observed gravity values.
 DG2135.The observed gravity was obtained from relative gravimeter ties
 DG2135.to the IGSN71 gravity network.
 DG2135
 DG2135;                    North         East    Units  Estimated Accuracy
 DG2135;SPC GA W     -   381,770.      701,780.      MT  (+/- 180 meters Scaled)
 DG2135
 DG2135                          SUPERSEDED SURVEY CONTROL
 DG2135
 DG2135.No superseded survey control is available for this station.
 DG2135
 DG2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC651040(NAD 83)
 DG2135_MARKER: I = METAL ROD
 DG2135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2135_SP_SET: STAINLESS STEEL ROD
 DG2135_STAMPING: C 370 1978
 DG2135_PROJECTION: FLUSH
 DG2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2135_ROD/PIPE-DEPTH: 6.71 meters
 DG2135
 DG2135  HISTORY     - Date     Condition        Report By
 DG2135  HISTORY     - 1978     MONUMENTED       NGS
 DG2135
 DG2135                          STATION DESCRIPTION
 DG2135
 DG2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 DG2135'IN MCDONOUGH.
 DG2135'SET IN THE PAPKWAY ALONG THE EAST SIDE OF GRIFFIN STREET, 83.5 FEET
 DG2135'NORTH OF THE EXTENNED CENTER LINE OF COLLEGE STREET, 55 FEET WEST OF
 DG2135'THE SOUTHWEST CORNER OF THE MCCONOUGH METHODIST CHURCH, SET IN LINE
 DG2135'WITH  THE EXTENSION OF THE SOUTH FACE OF THE CHURCH, 26 FEET NORTH OF
 DG2135'SBT AND T COMPANY POWER LINE POLE 8, AND 1 FOOT EAST OF THE EAST CURB
 DG2135'OF GRIFFIN STREET. THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A
 DG2135'LEVEL LINE JUNCTION MARK.
 DG2135'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1205 ***********************************************************************
 DF1205  DESIGNATION -  C 374
 DF1205  PID         -  DF1205
 DF1205  STATE/COUNTY-  GA/RICHMOND
 DF1205  USGS QUAD   -  MARTINEZ (1980)
 DF1205
 DF1205                         *CURRENT SURVEY CONTROL
 DF1205  ___________________________________________________________________
 DF1205* NAD 83(1986)-  33 30 39.     (N)    082 02 06.     (W)     SCALED    
 DF1205* NAVD 88     -        86.662  (meters)     284.32   (feet)  ADJUSTED  
 DF1205  ___________________________________________________________________
 DF1205  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DF1205  DYNAMIC HT  -          86.570 (meters)     284.02  (feet)  COMP
 DF1205  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DF1205
 DF1205  VERT ORDER  -  FIRST     CLASS II
 DF1205
 DF1205.The horizontal coordinates were scaled from a topographic map and have
 DF1205.an estimated accuracy of +/- 6 seconds.
 DF1205
 DF1205.The orthometric height was determined by differential leveling
 DF1205.and adjusted by the National Geodetic Survey in June 1991..
 DF1205
 DF1205.The geoid height was determined by GEOID03.
 DF1205
 DF1205.The dynamic height is computed by dividing the NAVD 88
 DF1205.geopotential number by the normal gravity value computed on the
 DF1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1205.degrees latitude (g = 980.6199 gals.).
 DF1205
 DF1205.The modeled gravity was interpolated from observed gravity values.
 DF1205
 DF1205;                    North         East    Units  Estimated Accuracy
 DF1205;SPC GA E     -   389,260.      212,230.      MT  (+/- 180 meters Scaled)
 DF1205
 DF1205                          SUPERSEDED SURVEY CONTROL
 DF1205
 DF1205.No superseded survey control is available for this station.
 DF1205
 DF1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMT038084(NAD 83)
 DF1205_MARKER: I = METAL ROD
 DF1205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF1205_SP_SET: STAINLESS STEEL ROD
 DF1205_STAMPING: C 374 1980
 DF1205_PROJECTION: FLUSH
 DF1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF1205+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DF1205_ROD/PIPE-DEPTH: 4.1  meters
 DF1205
 DF1205  HISTORY     - Date     Condition        Report By
 DF1205  HISTORY     - 1980     MONUMENTED       NGS
 DF1205  HISTORY     - 19941105 GOOD             NGS
 DF1205  HISTORY     - 20030603 GOOD             CRW
 DF1205
 DF1205                          STATION DESCRIPTION
 DF1205
 DF1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DF1205'5.1 KM NW FROM AUGUSTA.
 DF1205'5.1 KILOMETERS (3.2 MILES) NORTHWEST ALONG STATE HIGHWAY 28 (BROAD
 DF1205'STREET) FROM THE INTERSECTION OF 7TH STREET IN AUGUSTA, TO THE
 DF1205'GEORGIA RAILROAD BANK, SET 6.9 METERS (22.7 FEET) WEST OF THE
 DF1205'CENTER OF THE SIDEWALK LEADING TO THE FRONT ENTRANCE TO THE
 DF1205'BANK, 6.0 METERS (19.7 FEET) EAST OF THE CURB SURROUNDING THE BANK,
 DF1205'5.2 METERS (17.1 FEET) NORTH OF THE NORTH EDGE OF THE SIDEWALK
 DF1205'WHICH IS PARALLEL WITH THE BANK, 5.18 METERS (17.0 FEET) NORTHWEST
 DF1205'OF THE MOST WESTERLY FLAGPOLE, 2.8 METERS (3.2 FEET) SOUTH OF THE
 DF1205'SOUTHWEST CORNER OF THE BANK.
 DF1205'THE MARK IS 0.5 M BELOW ROAD.
 DF1205
 DF1205                          STATION RECOVERY (1994)
 DF1205
 DF1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 DF1205'IN AUGUSTA ON PROPERTY NOW OFFERED FOR LEASE BY JIM HULL PROPERTIES,
 DF1205'PHONE 706-863-2222, FORMERLY GEORGIA RAILROAD BANK, 0.35 MILE (0.56
 DF1205'KM) EAST ALONG WASHINGTON ROAD FROM I-20, AT THE INTERSECTION OF
 DF1205'SHERWOOD DR, AT THE SW OR FRONT LEFT CORNER OF THE TAN BRICK BUILDING,
 DF1205'WEST OF RED LOBSTER RESTAURANT AND EAST OF A CONOCO STATION, 23 FT
 DF1205'(7.0 M) WEST OF CENTER OF SIDEWALK LEADING TO FRONT ENTRANCE, 20 FT
 DF1205'(6.1 M) EAST OF WEST CURB AROUND BLDG, 17 FT (5.2 M) NORTH OF NORTH
 DF1205'EDGE OF SIDEWALK, 3.2 FT (1.0 M) SOUTH OF BLDG CORNER, FLUSH WITH
 DF1205'GROUND.
 DF1205
 DF1205                          STATION RECOVERY (2003)
 DF1205
 DF1205'RECOVERY NOTE BY CRANSTON ROBERTSON AND WHITEHURST 2003 (EWH)
 DF1205'THE MARK IS LOCATED UNDER A BUSH AS DESCRIBED IN THE PREVIOUS
 DF1205'DESCRIPTION. THE MARK APEARS TO BE IN GOOD CONDITION WITH THE
 DF1205'EXCEPTION BEING THAT THE LID HAS BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1875 ***********************************************************************
 BR1875  DESIGNATION -  C 38
 BR1875  PID         -  BR1875
 BR1875  STATE/COUNTY-  GA/CHATHAM
 BR1875  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1875
 BR1875                         *CURRENT SURVEY CONTROL
 BR1875  ___________________________________________________________________
 BR1875* NAD 83(1994)-  31 57 29.47163(N)    081 01 50.33182(W)     ADJUSTED  
 BR1875* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 BR1875  ___________________________________________________________________
 BR1875  X           -     844,464.022 (meters)                     COMP
 BR1875  Y           -  -5,350,256.858 (meters)                     COMP
 BR1875  Z           -   3,356,483.923 (meters)                     COMP
 BR1875  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BR1875  ELLIP HEIGHT-         -27.59  (meters)          (09/03/97) GPS OBS
 BR1875  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 BR1875
 BR1875  HORZ ORDER  -  SECOND
 BR1875  ELLP ORDER  -  FOURTH    CLASS II
 BR1875
 BR1875.The horizontal coordinates were established by GPS observations
 BR1875.and adjusted by the National Geodetic Survey in September 1997..
 BR1875
 BR1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1875
 BR1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1875
 BR1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1875
 BR1875.The ellipsoidal height was determined by GPS observations
 BR1875.and is referenced to NAD 83.
 BR1875
 BR1875.The geoid height was determined by GEOID03.
 BR1875
 BR1875;                    North         East     Units Scale Factor Converg.
 BR1875;SPC GA E     -   217,644.319   307,387.064   MT  1.00004218   +0 36 04.9
 BR1875;SPC GA E     -   714,054.74  1,008,485.73   sFT  1.00004218   +0 36 04.9
 BR1875;UTM  17      - 3,535,801.415   497,103.845   MT  0.99960010   -0 00 58.4
 BR1875
 BR1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1875!SPC GA E     -   1.00000433  x   1.00004218  =   1.00004651
 BR1875!UTM  17      -   1.00000433  x   0.99960010  =   0.99960443
 BR1875
 BR1875                          SUPERSEDED SURVEY CONTROL
 BR1875
 BR1875  NAD 83(1986)-  31 57 29.48498(N)    081 01 50.34629(W) AD(       ) 2
 BR1875  NGVD 29 (03/03/92)    3.9    (m)           13.     (f) GPS OBS        
 BR1875
 BR1875.Superseded values are not recommended for survey control.
 BR1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1875.See file dsdata.txt to determine how the superseded data were derived.
 BR1875
 BR1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9710435801(NAD 83)
 BR1875_MARKER: DD = SURVEY DISK
 BR1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1875_SP_SET: CONCRETE POST
 BR1875_STAMPING: C 38 MARCH 1990
 BR1875_MARK LOGO: GA4910
 BR1875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1875+STABILITY: SURFACE MOTION
 BR1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1875+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1875
 BR1875  HISTORY     - Date     Condition        Report By
 BR1875  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1875
 BR1875                          STATION DESCRIPTION
 BR1875
 BR1875'DESCRIBED BY GEONEX 1990
 BR1875'STATION IS LOCATED SOUTHEAST OF SAVANNAH AT THE NORTH END OF SKIDAWAY
 BR1875'ISLAND AT A SAVANNAH ELECTRIC AND POWER COMPANY SUBSTATION NEAR THE
 BR1875'INTERSECTION OF MCWHORTER DRIVE AND O.S.C.A ROAD. IT IS APPROXIMATELY
 BR1875'5.3 MI (8.53 KM) SOUTH-SOUTHEAST FROM THUNDERBOLT AND 11.3 MI
 BR1875'(18.19 KM) WEST-SOUTHWEST FROM TYBEE ISLAND.
 BR1875'TO REACH STATION C 38 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1875'(ABERCORN STREET), AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH
 BR1875'ALONG STATE HIGHWAY 204 (ABERCORN STREET), FOR 1.6 MI (2.57 KM) TO
 BR1875'THE INTERSECTION WITH MALL BOULEVARD.  TURN LEFT AND GO SOUTHEAST
 BR1875'ALONG MALL BOULEVARD FOR 0.9 MI (1.45 KM) TO THE INTERSECTION WITH
 BR1875'WATERS AVENUE. TURN RIGHT AND GO SOUTHERLY ALONG WATERS AVENUE FOR
 BR1875'0.9 MI (1.45 KM) TO THE INTERSECTION WITH WHITFIELD AVENUE.  TURN
 BR1875'RIGHT AND GO SOUTHEASTERLY ALONG WHITFIELD AVENUE FOR 1.5 MI
 BR1875'(2.41 KM) TO A Y INTERSECTION WITH DIAMOND CAUSEWAY ON THE LEFT.
 BR1875'TURN LEFT AND GO SOUTHEASTERLY ALONG DIAMOND CAUSEWAY FOR 0.5 MI
 BR1875'(0.80 KM) TO THE INTERSECTION WITH FERGUSON AVENUE. CONTINUE WESTERLY
 BR1875'ALONG DIAMOND CAUSEWAY FOR 3.2 MI (5.15 KM) TO THE INTERSECTION WITH
 BR1875'MCWHORTER DRIVE. TURN LEFT AND GO NORTHEASTERLY ALONG MCWHORTER DRIVE
 BR1875'FOR 1.9 MI (3.06 KM) TO A SMALL DIRT ROAD TO A SAVANNAH ELECTRIC AND
 BR1875'POWER COMPANY SUBSTATION ON THE LEFT PRECEDING THE INTERSECTION WITH
 BR1875'O.S.C.A. ROAD.  TURN LEFT AND GO NORTHWESTERLY ALONG THE DIRT ROAD
 BR1875'FOR 0.05 MI (0.08 KM) TO A CHAIN LINK FENCE AND THE STATION.
 BR1875'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1875'STAMPED ---C 38  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1875'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 BR1875'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1875'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1875'LOCATED 125 DEGREES AZIMUTH, 11.7 FT (3.57 M) FROM A CHAIN LINK FENCE
 BR1875'POST, 70 DEGREES AZIMUTH, 20.6 FT (6.28 M) FROM A CORNER POST OF THE
 BR1875'CHAIN LINK FENCE AT THE SOUTHWESTERLY CORNER OF THE SUBSTATION, 180
 BR1875'DEGREES AZIMUTH, 21.1 FT (6.43 M) FROM THE WESTERLY GATE POST IN THE
 BR1875'CHAIN LINK FENCE, AND SOUTHEAST, 1.8 FT (0.55 M) FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1458 ***********************************************************************
 EE1458  DESIGNATION -  C 386
 EE1458  PID         -  EE1458
 EE1458  STATE/COUNTY-  GA/FLOYD
 EE1458  USGS QUAD   -  ROME SOUTH (1985)
 EE1458
 EE1458                         *CURRENT SURVEY CONTROL
 EE1458  ___________________________________________________________________
 EE1458* NAD 83(1986)-  34 08 23.     (N)    085 10 29.     (W)     SCALED    
 EE1458* NAVD 88     -       235.441  (meters)     772.44   (feet)  ADJUSTED  
 EE1458  ___________________________________________________________________
 EE1458  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE1458  DYNAMIC HT  -         235.196 (meters)     771.64  (feet)  COMP
 EE1458  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 EE1458
 EE1458  VERT ORDER  -  FIRST     CLASS II
 EE1458
 EE1458.The horizontal coordinates were scaled from a topographic map and have
 EE1458.an estimated accuracy of +/- 6 seconds.
 EE1458
 EE1458.The orthometric height was determined by differential leveling
 EE1458.and adjusted by the National Geodetic Survey in June 1991..
 EE1458
 EE1458.The geoid height was determined by GEOID03.
 EE1458
 EE1458.The dynamic height is computed by dividing the NAVD 88
 EE1458.geopotential number by the normal gravity value computed on the
 EE1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1458.degrees latitude (g = 980.6199 gals.).
 EE1458
 EE1458.The modeled gravity was interpolated from observed gravity values.
 EE1458
 EE1458;                    North         East    Units  Estimated Accuracy
 EE1458;SPC GA W     -   459,460.      607,030.      MT  (+/- 180 meters Scaled)
 EE1458
 EE1458                          SUPERSEDED SURVEY CONTROL
 EE1458
 EE1458.No superseded survey control is available for this station.
 EE1458
 EE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC682791(NAD 83)
 EE1458_MARKER: I = METAL ROD
 EE1458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1458_SP_SET: STAINLESS STEEL ROD
 EE1458_STAMPING: C 386 1980
 EE1458_MARK LOGO: NGS   
 EE1458_PROJECTION: RECESSED 1 CENTIMETERS
 EE1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1458+STABILITY: POSITION/ELEVATION WELL
 EE1458_ROD/PIPE-DEPTH: 6.09 meters
 EE1458
 EE1458  HISTORY     - Date     Condition        Report By
 EE1458  HISTORY     - 1980     MONUMENTED       NGS
 EE1458
 EE1458                          STATION DESCRIPTION
 EE1458
 EE1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EE1458'0.6 KM (0.4 MI) NORTH FROM REESEBURG.
 EE1458'0.6 KILOMETER (0.4 MILE) NORTH ALONG REESEBURG ROAD FROM THE BETHEL
 EE1458'BAPTIST CHURCH IN REESEBURG, TO THE BETHAL CEMETERY AND MARK ON THE
 EE1458'LEFT, 0.43 METER (1.4 FEET) SOUTH OF THE SOUTHEAST CORNER OF A RED
 EE1458'BRICK RETAINING WALL AROUND A GRANITE HEADSTONE INSCRIBED (DEATON,
 EE1458'HORACE J. - BERTHA L.), ALSO 4.8 KILOMETER (3.0 MILES) SOUTH ALONG
 EE1458'REESEBURG ROAD FROM THE SILVER CREEK METHODIST CHURCH IN SILVER
 EE1458'CREEK, 31.39 METERS (103.0 FEET) NORTH OF THE CENTER OF THE GRAVEL
 EE1458'ENTRANCE DRIVE OF THE CEMETERY, AND 7.47 METERS (25.5 FEET) WEST OF
 EE1458'THE CENTER LINE OF REESEBURG ROAD,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1137 ***********************************************************************
 ED1137  DESIGNATION -  C 387
 ED1137  PID         -  ED1137
 ED1137  STATE/COUNTY-  GA/HABERSHAM
 ED1137  USGS QUAD   -  CLARKESVILLE (1985)
 ED1137
 ED1137                         *CURRENT SURVEY CONTROL
 ED1137  ___________________________________________________________________
 ED1137* NAD 83(1986)-  34 30 55.     (N)    083 31 42.     (W)     SCALED    
 ED1137* NAVD 88     -       458.306  (meters)    1503.63   (feet)  ADJUSTED  
 ED1137  ___________________________________________________________________
 ED1137  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 ED1137  DYNAMIC HT  -         457.815 (meters)    1502.01  (feet)  COMP
 ED1137  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 ED1137
 ED1137  VERT ORDER  -  FIRST     CLASS II
 ED1137
 ED1137.The horizontal coordinates were scaled from a topographic map and have
 ED1137.an estimated accuracy of +/- 6 seconds.
 ED1137
 ED1137.The orthometric height was determined by differential leveling
 ED1137.and adjusted by the National Geodetic Survey in June 1991..
 ED1137
 ED1137.The geoid height was determined by GEOID03.
 ED1137
 ED1137.The dynamic height is computed by dividing the NAVD 88
 ED1137.geopotential number by the normal gravity value computed on the
 ED1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1137.degrees latitude (g = 980.6199 gals.).
 ED1137
 ED1137.The modeled gravity was interpolated from observed gravity values.
 ED1137
 ED1137;                    North         East    Units  Estimated Accuracy
 ED1137;SPC GA W     -   500,840.      758,610.      MT  (+/- 180 meters Scaled)
 ED1137
 ED1137                          SUPERSEDED SURVEY CONTROL
 ED1137
 ED1137  NGVD 29 (12/12/91)  458.297  (m)         1503.60   (f) ADJUSTED    1 2
 ED1137
 ED1137.Superseded values are not recommended for survey control.
 ED1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1137.See file dsdata.txt to determine how the superseded data were derived.
 ED1137
 ED1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU679221(NAD 83)
 ED1137_MARKER: I = METAL ROD
 ED1137_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ED1137_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ED1137_STAMPING: C 387 1982
 ED1137_MARK LOGO: NGS   
 ED1137_PROJECTION: FLUSH
 ED1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1137+STABILITY: POSITION/ELEVATION WELL
 ED1137_ROD/PIPE-DEPTH: 8.5  meters
 ED1137_SLEEVE-DEPTH  : 6.1 meters
 ED1137
 ED1137  HISTORY     - Date     Condition        Report By
 ED1137  HISTORY     - UNK      MONUMENTED
 ED1137  HISTORY     - 1982     GOOD             NGS
 ED1137  HISTORY     - 1983     GOOD             NGS
 ED1137  HISTORY     - 19930806 GOOD             NGS
 ED1137
 ED1137                          STATION DESCRIPTION
 ED1137
 ED1137'DESCRIBED UNK
 ED1137'IN CORNELIA.
 ED1137'IN CORNELIA, AT THE SOUTH CORNER OF THE CORNELIA BANK, LOCATED AT THE
 ED1137'JUNCTION OF U.S. HIGHWAYS 23 (MAIN STREET), 441 AND BRIGGS STREET,
 ED1137'0.6 KM (0.35 MI) NORTH ALONG U.S. HIGHWAYS 23 AND 441 FROM THE
 ED1137'HABERSHAM COUNTY CHAMBER OF COMMERCE (OLD RAILROAD STATION BUILDING),
 ED1137'49.37 METERS (162.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 ED1137'15.39 METERS (50.5 FT) NORTHWEST OF THE CENTER OF BRIGGS STREET,
 ED1137'10.66 METERS (35.0 FT) NORTH OF POWER POLE 4943, WITH A TRANSFORMER,
 ED1137'2.86 METERS (9.4 FT) SOUTHWEST OF THE SOUTH CORNER OF THE BANK.
 ED1137'THE MARK IS 0.91 M ABOVE HIGHWAY.
 ED1137
 ED1137                          STATION RECOVERY (1982)
 ED1137
 ED1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED1137'RECOVERED IN GOOD CONDITION.
 ED1137
 ED1137                          STATION RECOVERY (1983)
 ED1137
 ED1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED1137'RECOVERED IN GOOD CONDITION.
 ED1137
 ED1137                          STATION RECOVERY (1993)
 ED1137
 ED1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1473 ***********************************************************************
 EE1473  DESIGNATION -  C 388
 EE1473  PID         -  EE1473
 EE1473  STATE/COUNTY-  GA/GWINNETT
 EE1473  USGS QUAD   -  SUWANEE (1992)
 EE1473
 EE1473                         *CURRENT SURVEY CONTROL
 EE1473  ___________________________________________________________________
 EE1473* NAD 83(1986)-  34 05 40.     (N)    084 01 56.     (W)     SCALED    
 EE1473* NAVD 88     -       347.861  (meters)    1141.27   (feet)  ADJUSTED  
 EE1473  ___________________________________________________________________
 EE1473  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 EE1473  DYNAMIC HT  -         347.483 (meters)    1140.03  (feet)  COMP
 EE1473  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 EE1473
 EE1473  VERT ORDER  -  FIRST     CLASS II
 EE1473
 EE1473.The horizontal coordinates were scaled from a topographic map and have
 EE1473.an estimated accuracy of +/- 6 seconds.
 EE1473
 EE1473.The orthometric height was determined by differential leveling
 EE1473.and adjusted by the National Geodetic Survey in June 1991..
 EE1473
 EE1473.The geoid height was determined by GEOID03.
 EE1473
 EE1473.The dynamic height is computed by dividing the NAVD 88
 EE1473.geopotential number by the normal gravity value computed on the
 EE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1473.degrees latitude (g = 980.6199 gals.).
 EE1473
 EE1473.The modeled gravity was interpolated from observed gravity values.
 EE1473
 EE1473;                    North         East    Units  Estimated Accuracy
 EE1473;SPC GA W     -   453,990.      712,410.      MT  (+/- 180 meters Scaled)
 EE1473
 EE1473                          SUPERSEDED SURVEY CONTROL
 EE1473
 EE1473  NGVD 29 (12/12/91)  347.815  (m)         1141.12   (f) ADJUSTED    1 2
 EE1473
 EE1473.Superseded values are not recommended for survey control.
 EE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1473.See file dsdata.txt to determine how the superseded data were derived.
 EE1473
 EE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC738766(NAD 83)
 EE1473_MARKER: I = METAL ROD
 EE1473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1473_SP_SET: STAINLESS STEEL ROD
 EE1473_STAMPING: C 388 1982
 EE1473_MARK LOGO: NGS   
 EE1473_PROJECTION: FLUSH
 EE1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1473_ROD/PIPE-DEPTH: 6.1  meters
 EE1473
 EE1473  HISTORY     - Date     Condition        Report By
 EE1473  HISTORY     - 1982     MONUMENTED       NGS
 EE1473
 EE1473                          STATION DESCRIPTION
 EE1473
 EE1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EE1473'1.2 KM (0.75 MI) SOUTH FROM SUGAR HILL.
 EE1473'1.2 KM (0.75 MI) SOUTH ALONG THE SOUTHERN RAILROAD FROM THE
 EE1473'STATE HIGHWAY 20 OVERPASS IN SUGAR HILL TO THE MARK ON THE LEFT,
 EE1473'20.12 METERS (66.0 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST
 EE1473'RAIL OF THE RAILROAD, 9.85 METERS (32.3 FT) NORTHWEST OF THE
 EE1473'CENTERLINE OF PRICE ROAD.
 EE1473'THE MARK IS 0.42 METERS  WNW FROM A WITNESS POST.
 EE1473'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1141 ***********************************************************************
 ED1141  DESIGNATION -  C 389
 ED1141  PID         -  ED1141
 ED1141  STATE/COUNTY-  GA/HABERSHAM
 ED1141  USGS QUAD   -  AYERSVILLE (1985)
 ED1141
 ED1141                         *CURRENT SURVEY CONTROL
 ED1141  ___________________________________________________________________
 ED1141* NAD 83(1986)-  34 32 05.     (N)    083 28 02.     (W)     SCALED    
 ED1141* NAVD 88     -       442.988  (meters)    1453.37   (feet)  ADJUSTED  
 ED1141  ___________________________________________________________________
 ED1141  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 ED1141  DYNAMIC HT  -         442.513 (meters)    1451.81  (feet)  COMP
 ED1141  MODELED GRAV-     979,550.1   (mgal)                       NAVD 88
 ED1141
 ED1141  VERT ORDER  -  FIRST     CLASS II
 ED1141
 ED1141.The horizontal coordinates were scaled from a topographic map and have
 ED1141.an estimated accuracy of +/- 6 seconds.
 ED1141
 ED1141.The orthometric height was determined by differential leveling
 ED1141.and adjusted by the National Geodetic Survey in June 1991..
 ED1141
 ED1141.The geoid height was determined by GEOID03.
 ED1141
 ED1141.The dynamic height is computed by dividing the NAVD 88
 ED1141.geopotential number by the normal gravity value computed on the
 ED1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1141.degrees latitude (g = 980.6199 gals.).
 ED1141
 ED1141.The modeled gravity was interpolated from observed gravity values.
 ED1141
 ED1141;                    North         East    Units  Estimated Accuracy
 ED1141;SPC GA W     -   503,040.      764,200.      MT  (+/- 180 meters Scaled)
 ED1141
 ED1141                          SUPERSEDED SURVEY CONTROL
 ED1141
 ED1141  NGVD 29 (12/12/91)  442.977  (m)         1453.33   (f) ADJUSTED    1 2
 ED1141
 ED1141.Superseded values are not recommended for survey control.
 ED1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1141.See file dsdata.txt to determine how the superseded data were derived.
 ED1141
 ED1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU735242(NAD 83)
 ED1141_MARKER: I = METAL ROD
 ED1141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ED1141_SP_SET: STAINLESS STEEL ROD
 ED1141_STAMPING: C 389 1982
 ED1141_MARK LOGO: NGS   
 ED1141_PROJECTION: FLUSH
 ED1141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ED1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1141_ROD/PIPE-DEPTH: 10.9 meters
 ED1141
 ED1141  HISTORY     - Date     Condition        Report By
 ED1141  HISTORY     - 1982     MONUMENTED       NGS
 ED1141  HISTORY     - 19930806 GOOD             NGS
 ED1141
 ED1141                          STATION DESCRIPTION
 ED1141
 ED1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1141'3.9 KM (2.4 MI) NE FROM MOUNT AIRY.
 ED1141'3.9 KM (2.4 MI) NORTHEAST ALONG U.S. HIGHWAY 123 AND STATE HIGHWAY 13
 ED1141'FROM THE POST OFFICE IN MOUNT AIRY TO THE MARK ON THE LEFT,
 ED1141'14.85 METERS (48.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 ED1141'14.95 METERS (49.0 FT) NORTHEAST OF A FIRE HYDRANT, 0.65 METER
 ED1141'(2.1 FT) NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND 4 GUY
 ED1141'WIRES.
 ED1141'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 ED1141'THE MARK IS 0.60 M ABOVE HIGHWAY.
 ED1141
 ED1141                          STATION RECOVERY (1993)
 ED1141
 ED1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 ED1141'THE 1982 DESCRIPTION WAS ADEQUATE TO FIND THE MARK, ALTHOUGH CHANGES
 ED1141'WERE NEEDED AND FIELD NOTES WERE TAKEN TO REFLECT THE CHANGES.  NOTES
 ED1141'WERE UNFORTUNATELY LOST WHILE ON LOAN.  THE MAIN CHANGE IS THAT US 123
 ED1141'HAS BEEN RELOCATED AND THE MARK IS ALONG WHAT IS NOW A COUNTY RD KNOWN
 ED1141'AS CORNELIA HWY.  US 123 IS NOW A 4-LANE HWY TO THE NORTH OF THE
 ED1141'ORIGINAL ALIGNMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1876 ***********************************************************************
 BR1876  DESIGNATION -  C 39
 BR1876  PID         -  BR1876
 BR1876  STATE/COUNTY-  GA/CHATHAM
 BR1876  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1876
 BR1876                         *CURRENT SURVEY CONTROL
 BR1876  ___________________________________________________________________
 BR1876* NAD 83(1994)-  31 56 49.86989(N)    081 06 35.41212(W)     ADJUSTED  
 BR1876* NAVD 88     -         4.49   (+/-2cm)      14.7    (feet)  VERTCON   
 BR1876  ___________________________________________________________________
 BR1876  X           -     837,168.470 (meters)                     COMP
 BR1876  Y           -  -5,352,057.467 (meters)                     COMP
 BR1876  Z           -   3,355,449.448 (meters)                     COMP
 BR1876  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 BR1876  ELLIP HEIGHT-         -26.64  (meters)          (09/03/97) GPS OBS
 BR1876  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 BR1876
 BR1876  HORZ ORDER  -  SECOND
 BR1876  VERT ORDER  -  THIRD ? (See Below)
 BR1876  ELLP ORDER  -  FOURTH    CLASS II
 BR1876
 BR1876.The horizontal coordinates were established by GPS observations
 BR1876.and adjusted by the National Geodetic Survey in September 1997..
 BR1876
 BR1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1876.The vertical order pertains to the NGVD 29 superseded value.
 BR1876
 BR1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1876
 BR1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1876
 BR1876.The ellipsoidal height was determined by GPS observations
 BR1876.and is referenced to NAD 83.
 BR1876
 BR1876.The geoid height was determined by GEOID03.
 BR1876
 BR1876;                    North         East     Units Scale Factor Converg.
 BR1876;SPC GA E     -   216,348.716   299,912.905   MT  1.00002307   +0 33 33.3
 BR1876;SPC GA E     -   709,804.08    983,964.26   sFT  1.00002307   +0 33 33.3
 BR1876;UTM  17      - 3,534,586.958   489,619.391   MT  0.99960133   -0 03 29.2
 BR1876
 BR1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1876!SPC GA E     -   1.00000418  x   1.00002307  =   1.00002725
 BR1876!UTM  17      -   1.00000418  x   0.99960133  =   0.99960551
 BR1876
 BR1876                          SUPERSEDED SURVEY CONTROL
 BR1876
 BR1876  NAD 83(1986)-  31 56 49.88333(N)    081 06 35.42468(W) AD(       ) 2
 BR1876  NGVD 29 (03/03/92)    4.77   (m)           15.6    (f) LEVELING    3  
 BR1876
 BR1876.Superseded values are not recommended for survey control.
 BR1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1876.See file dsdata.txt to determine how the superseded data were derived.
 BR1876
 BR1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8961934587(NAD 83)
 BR1876_MARKER: DD = SURVEY DISK
 BR1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1876_SP_SET: CONCRETE POST
 BR1876_STAMPING: C 39 MARCH 1990
 BR1876_MARK LOGO: GA4910
 BR1876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1876+STABILITY: SURFACE MOTION
 BR1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1876+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1876
 BR1876  HISTORY     - Date     Condition        Report By
 BR1876  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1876
 BR1876                          STATION DESCRIPTION
 BR1876
 BR1876'DESCRIBED BY GEONEX 1990
 BR1876'STATION IS LOCATED SOUTH OF SAVANNAH IN BURNSIDE AT THE MONTGOMERY
 BR1876'ATHLETIC ASSOCIATION BASEBALL FIELD ALONG FERGUSON AVENUE.
 BR1876'TO REACH STATION C 39 FROM THE INTERSECTION STATE HIGHWAY 204
 BR1876'(ABERCORN STREET), AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH
 BR1876'ALONG STATE HIGHWAY 204 (ABERCORN STREET), FOR 1.6 MI (2.57 KM) TO
 BR1876'THE INTERSECTION WITH MALL BOULEVARD.  TURN LEFT AND GO SOUTHEAST
 BR1876'ALONG MALL BOULEVARD FOR 0.9 MI (1.45 KM) TO THE INTERSECTION WITH
 BR1876'WATERS AVENUE. TURN RIGHT AND GO SOUTHERLY ALONG WATERS AVENUE FOR
 BR1876'0.9 MI (1.45 KM) TO THE INTERSECTION WITH WHITFIELD AVENUE.  TURN
 BR1876'RIGHT AND GO SOUTHEASTERLY ALONG WHITFIELD AVENUE FOR 1.5 MI
 BR1876'(2.41 KM) TO A Y INTERSECTION WITH DIAMOND CAUSEWAY ON THE LEFT.
 BR1876'TURN LEFT AND GO SOUTHEASTERLY ALONG DIAMOND CAUSEWAY FOR 0.5 MI
 BR1876'(0.80 KM) TO THE INTERSECTION WITH FERGUSON AVENUE.  TURN RIGHT AND
 BR1876'GO SOUTHWEST ALONG FERGUSON AVENUE FOR 1.0 MI (1.61 KM) TO THE
 BR1876'INTERSECTION WITH SHORE DRIVE ON THE LEFT AND A DIRT ROAD LEADING TO
 BR1876'THE MONTGOMERY ATHLETIC ASSOCIATION BALL FIELD ON THE RIGHT.  TURN
 BR1876'RIGHT AND GO WESTERLY ALONG THE DIRT ROAD FOR 0.05 MI (0.08 KM) INTO
 BR1876'A PARKING AREA IN FRONT OF THE BASEBALL FIELD AND THE STATION ON THE
 BR1876'LEFT.
 BR1876'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1876'STAMPED ---C 39  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1876'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 BR1876'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1876'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1876'LOCATED 6.5 FT (1.98 M) EAST-SOUTHEAST OF THE CHAIN LINK FENCE AT THE
 BR1876'EASTERLY SIDE OF THE BASEBALL FIELD NEAR THE MID-POINT ALONG THE
 BR1876'FENCE, 113.7 FT (34.66 M) SOUTH- SOUTHWEST FROM THE NORTHEASTERLY
 BR1876'CORNER OF THE CHAIN LINK FENCE, 252 DEGREES AZIMUTH, 131.1 FT
 BR1876'(39.96 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE
 BR1876'AT THE ANGLE POINT OF A TRANSMISSION LINE (NORTHWEST OF THREE), 282
 BR1876'DEGREES AZIMUTH, 134.8 FT (41.09 M) FROM A PK NAIL W/ SHINER IN THE
 BR1876'FACING SIDE OF A POWER POLE AT THE ANGLE POINT OF A TRANSMISSION LINE
 BR1876'(SOUTHEAST OF THREE), AND 42 DEGREES AZIMUTH, 37.6 FT (11.46 M) FROM
 BR1876'A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2510 ***********************************************************************
 DG2510  DESIGNATION -  C 390
 DG2510  PID         -  DG2510
 DG2510  STATE/COUNTY-  GA/DE KALB
 DG2510  USGS QUAD   -  CHAMBLEE (1993)
 DG2510
 DG2510                         *CURRENT SURVEY CONTROL
 DG2510  ___________________________________________________________________
 DG2510* NAD 83(1986)-  33 54 12.     (N)    084 16 22.     (W)     SCALED    
 DG2510* NAVD 88     -       311.897  (meters)    1023.28   (feet)  ADJUSTED  
 DG2510  ___________________________________________________________________
 DG2510  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2510  DYNAMIC HT  -         311.553 (meters)    1022.15  (feet)  COMP
 DG2510  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 DG2510
 DG2510  VERT ORDER  -  FIRST     CLASS II
 DG2510
 DG2510.The horizontal coordinates were scaled from a topographic map and have
 DG2510.an estimated accuracy of +/- 6 seconds.
 DG2510
 DG2510.The orthometric height was determined by differential leveling
 DG2510.and adjusted by the National Geodetic Survey in June 1991..
 DG2510
 DG2510.The geoid height was determined by GEOID03.
 DG2510
 DG2510.The dynamic height is computed by dividing the NAVD 88
 DG2510.geopotential number by the normal gravity value computed on the
 DG2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2510.degrees latitude (g = 980.6199 gals.).
 DG2510
 DG2510.The modeled gravity was interpolated from observed gravity values.
 DG2510
 DG2510;                    North         East    Units  Estimated Accuracy
 DG2510;SPC GA W     -   432,790.      690,190.      MT  (+/- 180 meters Scaled)
 DG2510
 DG2510                          SUPERSEDED SURVEY CONTROL
 DG2510
 DG2510  NGVD 29 (12/12/91)  311.826  (m)         1023.05   (f) ADJUSTED    1 2
 DG2510
 DG2510.Superseded values are not recommended for survey control.
 DG2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2510.See file dsdata.txt to determine how the superseded data were derived.
 DG2510
 DG2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC521547(NAD 83)
 DG2510_MARKER: I = METAL ROD
 DG2510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG2510_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DG2510_STAMPING: C 390 1982
 DG2510_MARK LOGO: NGS   
 DG2510_PROJECTION: FLUSH
 DG2510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2510+STABILITY: POSITION/ELEVATION WELL
 DG2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG2510+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 DG2510_ROD/PIPE-DEPTH: 61.  meters
 DG2510_SLEEVE-DEPTH  : 5.9 meters
 DG2510
 DG2510  HISTORY     - Date     Condition        Report By
 DG2510  HISTORY     - 1982     MONUMENTED       NGS
 DG2510  HISTORY     - 20060630 GOOD             STRSMA
 DG2510
 DG2510                          STATION DESCRIPTION
 DG2510
 DG2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DG2510'IN DORAVILLE.
 DG2510'IN DORAVILLE, ALONG U.S. HIGHWAY 23, 0.1 KM (0.05 MI) NORTHEAST
 DG2510'OF THE INTERSTATE 285 OVERPASS, IN THE EAST ANGLE OF NORTH
 DG2510'DE KALB DRIVE, 8.84 METER (29.0 FT) SOUTHEAST OF THE SOUTHEAST
 DG2510'CURB OF THE HIGHWAY, 15.39 METERS (50.5 FT) NORTHEAST OF THE
 DG2510'CENTERLINE OF NORTH DE KALB DRIVE, 1.13 METERS (3.7 FT) SOUTHWEST
 DG2510'OF A LARGE UTILITY POLE WITH A STREET LAMP.
 DG2510'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DG2510
 DG2510                          STATION RECOVERY (2006)
 DG2510
 DG2510'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DG2510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1244 ***********************************************************************
 ED1244  DESIGNATION -  C 391
 ED1244  PID         -  ED1244
 ED1244  STATE/COUNTY-  GA/RABUN
 ED1244  USGS QUAD   -  TIGER (1972)
 ED1244
 ED1244                         *CURRENT SURVEY CONTROL
 ED1244  ___________________________________________________________________
 ED1244* NAD 83(1986)-  34 46 34.     (N)    083 23 40.     (W)     SCALED    
 ED1244* NAVD 88     -       492.086  (meters)    1614.45   (feet)  ADJUSTED  
 ED1244  ___________________________________________________________________
 ED1244  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1244  DYNAMIC HT  -         491.552 (meters)    1612.70  (feet)  COMP
 ED1244  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 ED1244
 ED1244  VERT ORDER  -  FIRST     CLASS II
 ED1244
 ED1244.The horizontal coordinates were scaled from a topographic map and have
 ED1244.an estimated accuracy of +/- 6 seconds.
 ED1244
 ED1244.The orthometric height was determined by differential leveling
 ED1244.and adjusted by the National Geodetic Survey in June 1991..
 ED1244
 ED1244.The geoid height was determined by GEOID03.
 ED1244
 ED1244.The dynamic height is computed by dividing the NAVD 88
 ED1244.geopotential number by the normal gravity value computed on the
 ED1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1244.degrees latitude (g = 980.6199 gals.).
 ED1244
 ED1244.The modeled gravity was interpolated from observed gravity values.
 ED1244
 ED1244;                    North         East    Units  Estimated Accuracy
 ED1244;SPC GA W     -   529,860.      770,680.      MT  (+/- 180 meters Scaled)
 ED1244
 ED1244                          SUPERSEDED SURVEY CONTROL
 ED1244
 ED1244  NGVD 29 (12/12/91)  492.082  (m)         1614.44   (f) ADJUSTED    1 2
 ED1244
 ED1244.Superseded values are not recommended for survey control.
 ED1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1244.See file dsdata.txt to determine how the superseded data were derived.
 ED1244
 ED1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU808508(NAD 83)
 ED1244_MARKER: DV = VERTICAL CONTROL DISK
 ED1244_SETTING: 66 = SET IN ROCK OUTCROP
 ED1244_SP_SET: ROCK OUTCROP
 ED1244_STAMPING: C 391 1982
 ED1244_MARK LOGO: NGS   
 ED1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED1244+STABILITY: POSITION/ELEVATION WELL
 ED1244
 ED1244  HISTORY     - Date     Condition        Report By
 ED1244  HISTORY     - 1982     MONUMENTED       NGS
 ED1244  HISTORY     - 19940808 GOOD             NGS
 ED1244
 ED1244                          STATION DESCRIPTION
 ED1244
 ED1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1244'4.6 KM (2.85 MI) NW FROM TALLULAH FALLS.
 ED1244'4.6 KM (2.85 MI) NORTHWEST ALONG U.S. HIGHWAYS 23 AND 441 FROM THE
 ED1244'POST OFFICE IN TALLULAH FALLS TO THE MARK ON THE RIGHT, ALSO 3.2 KM
 ED1244'(2.0 MI) SOUTHEAST ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST OFFICE
 ED1244'IN WILEY, 10.5 METERS (34.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 ED1244'THE HIGHWAY, 75.8 METERS (249.0 FT) SOUTH OF THE CENTER OF A GRAVEL
 ED1244'ROAD RIGHT.
 ED1244'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 ED1244'THE MARK IS 0.60 M ABOVE HIGHWAY.
 ED1244
 ED1244                          STATION RECOVERY (1994)
 ED1244
 ED1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED1244'THE MILEAGE FROM THE SOUTH SHOULD NOW READ AS FOLLOWS--2.85 MILES NW
 ED1244'ALONG US 441 FROM THE SOUTH END OF THE HIGHWAY BRIDGE OVER TALLULAH
 ED1244'FALLS TO THE MARK ON THE RIGHT.  (THE TALLULAH PARK POST OFFICE HAS
 ED1244'BEEN MOVED, BUT WAS NEAR THE BRIDGE) .  THIS IS SEVERAL HUNDRED FEET
 ED1244'BEFORE OR SOUTH OF A ROAD THAT TURNS OFF TO THE RIGHT, EASTERLY, AT
 ED1244'THE BOTTOM OF A LONG HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1520 ***********************************************************************
 EE1520  DESIGNATION -  C 392
 EE1520  PID         -  EE1520
 EE1520  STATE/COUNTY-  GA/DADE
 EE1520  USGS QUAD   -  HOOKER (1982)
 EE1520
 EE1520                         *CURRENT SURVEY CONTROL
 EE1520  ___________________________________________________________________
 EE1520* NAD 83(1986)-  34 58 37.     (N)    085 25 05.     (W)     SCALED    
 EE1520* NAVD 88     -       238.378  (meters)     782.08   (feet)  ADJUSTED  
 EE1520  ___________________________________________________________________
 EE1520  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE1520  DYNAMIC HT  -         238.143 (meters)     781.31  (feet)  COMP
 EE1520  MODELED GRAV-     979,643.2   (mgal)                       NAVD 88
 EE1520
 EE1520  VERT ORDER  -  FIRST     CLASS II
 EE1520
 EE1520.The horizontal coordinates were scaled from a topographic map and have
 EE1520.an estimated accuracy of +/- 6 seconds.
 EE1520
 EE1520.The orthometric height was determined by differential leveling
 EE1520.and adjusted by the National Geodetic Survey in June 1991..
 EE1520
 EE1520.The geoid height was determined by GEOID03.
 EE1520
 EE1520.The dynamic height is computed by dividing the NAVD 88
 EE1520.geopotential number by the normal gravity value computed on the
 EE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1520.degrees latitude (g = 980.6199 gals.).
 EE1520
 EE1520.The modeled gravity was interpolated from observed gravity values.
 EE1520
 EE1520;                    North         East    Units  Estimated Accuracy
 EE1520;SPC GA W     -   552,580.      585,740.      MT  (+/- 180 meters Scaled)
 EE1520
 EE1520                          SUPERSEDED SURVEY CONTROL
 EE1520
 EE1520.No superseded survey control is available for this station.
 EE1520
 EE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD444716(NAD 83)
 EE1520_MARKER: DB = BENCH MARK DISK
 EE1520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE1520_SP_SET: OVERPASS ABUTMENT
 EE1520_STAMPING: C 392 1983
 EE1520_MARK LOGO: NGS   
 EE1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1520
 EE1520  HISTORY     - Date     Condition        Report By
 EE1520  HISTORY     - 1983     MONUMENTED       NGS
 EE1520  HISTORY     - 20030708 GOOD             GADT
 EE1520
 EE1520                          STATION DESCRIPTION
 EE1520
 EE1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1520'1.4 KM (0.9 MI) EAST FROM HOOKER.
 EE1520'1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 299 FROM THE CHURCH OF CHRIST
 EE1520'CHURCH IN HOOKER, SET IN THE SOUTHWEST ABUTMENT IN THE WEST END OF THE
 EE1520'SOUTH SIDE OF A LARGE OVERPASS OVER INTERSTATE HIGHWAY 24, 5.18 METERS
 EE1520'(17.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 299,
 EE1520'3.23 METERS (10.6 FT) EAST-SOUTHEAST OF THE WEST END OF ABUTMENT, AND
 EE1520'0.42 METERS (1.4 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EE1520'CONCRETE GUARD RAIL.
 EE1520'THE MARK IS 0.3 M ABOVE HIGHWAY.
 EE1520
 EE1520                          STATION RECOVERY (2003)
 EE1520
 EE1520'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 EE1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK5782 ***********************************************************************
 CK5782  DESIGNATION -  C 393
 CK5782  PID         -  CK5782
 CK5782  STATE/COUNTY-  GA/CHATHAM
 CK5782  USGS QUAD   -  SAVANNAH (1978)
 CK5782
 CK5782                         *CURRENT SURVEY CONTROL
 CK5782  ___________________________________________________________________
 CK5782* NAD 83(1986)-  32 02 52.     (N)    081 00 29.     (W)     SCALED    
 CK5782* NAVD 88     -         4.413  (meters)      14.48   (feet)  ADJUSTED  
 CK5782  ___________________________________________________________________
 CK5782  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 CK5782  DYNAMIC HT  -           4.407 (meters)      14.46  (feet)  COMP
 CK5782  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 CK5782
 CK5782  VERT ORDER  -  FIRST     CLASS II
 CK5782
 CK5782.The horizontal coordinates were scaled from a topographic map and have
 CK5782.an estimated accuracy of +/- 6 seconds.
 CK5782
 CK5782.The orthometric height was determined by differential leveling
 CK5782.and adjusted by the National Geodetic Survey in May 1994..
 CK5782
 CK5782.The geoid height was determined by GEOID03.
 CK5782
 CK5782.The dynamic height is computed by dividing the NAVD 88
 CK5782.geopotential number by the normal gravity value computed on the
 CK5782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK5782.degrees latitude (g = 980.6199 gals.).
 CK5782
 CK5782.The modeled gravity was interpolated from observed gravity values.
 CK5782
 CK5782;                    North         East    Units  Estimated Accuracy
 CK5782;SPC GA E     -   227,600.      309,420.      MT  (+/- 180 meters Scaled)
 CK5782
 CK5782                          SUPERSEDED SURVEY CONTROL
 CK5782
 CK5782  NGVD 29 (09/01/92)    4.695  (m)           15.40   (f) ADJUSTED    1 2
 CK5782
 CK5782.Superseded values are not recommended for survey control.
 CK5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK5782.See file dsdata.txt to determine how the superseded data were derived.
 CK5782
 CK5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR992457(NAD 83)
 CK5782_MARKER: F = FLANGE-ENCASED ROD
 CK5782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CK5782_SP_SET: STAINLESS STEEL ROD
 CK5782_STAMPING: C 393 1991
 CK5782_MARK LOGO: NGS   
 CK5782_PROJECTION: FLUSH
 CK5782_MAGNETIC: I = MARKER IS A STEEL ROD
 CK5782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CK5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK5782+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CK5782_ROD/PIPE-DEPTH: 13.7 meters
 CK5782
 CK5782  HISTORY     - Date     Condition        Report By
 CK5782  HISTORY     - 1991     MONUMENTED       NGS
 CK5782  HISTORY     - 20030923 GOOD             LOCENG
 CK5782  HISTORY     - 20031002 GOOD             GADT
 CK5782
 CK5782                          STATION DESCRIPTION
 CK5782
 CK5782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CK5782'9.8 KM (6.1 MI) EASTERLY ALONG U.S. HIGHWAY 80 FROM THE INTERSECTION
 CK5782'OF STATE HIGHWAY 204 IN SAVANNAH, THENCE 0.5 KM (0.3 MI)
 CK5782'NORTHWESTERLY ALONG ISLANDS EXPRESSWAY, 20.4 M (66.9 FT) NORTHEAST OF
 CK5782'AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 CK5782'EXPRESSWAY, 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF OATLAND ISLAND
 CK5782'ROAD, 6.2 M (20.3 FT) NORTHEAST OF THE CENTERLINE OF PENROSE DRIVE,
 CK5782'AND 0.8 M (2.6 FT) NORTHWEST OF HIGH LINE POLE NUMBER 938 14-1.
 CK5782'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CK5782
 CK5782                          STATION RECOVERY (2003)
 CK5782
 CK5782'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (TR)
 CK5782'RECOVERED AS DESCRIBED.
 CK5782
 CK5782                          STATION RECOVERY (2003)
 CK5782
 CK5782'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CK5782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1738 ***********************************************************************
 BR1738  DESIGNATION -  C 394
 BR1738  PID         -  BR1738
 BR1738  STATE/COUNTY-  GA/MCINTOSH
 BR1738  USGS QUAD   -  RIDGEVILLE (1993)
 BR1738
 BR1738                         *CURRENT SURVEY CONTROL
 BR1738  ___________________________________________________________________
 BR1738* NAD 83(1986)-  31 25 00.     (N)    081 25 50.     (W)     SCALED    
 BR1738* NAVD 88     -         7.019  (meters)      23.03   (feet)  ADJUSTED  
 BR1738  ___________________________________________________________________
 BR1738  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 BR1738  DYNAMIC HT  -           7.010 (meters)      23.00  (feet)  COMP
 BR1738  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BR1738
 BR1738  VERT ORDER  -  FIRST     CLASS II
 BR1738
 BR1738.The horizontal coordinates were scaled from a topographic map and have
 BR1738.an estimated accuracy of +/- 6 seconds.
 BR1738
 BR1738.The orthometric height was determined by differential leveling
 BR1738.and adjusted by the National Geodetic Survey in May 1994..
 BR1738
 BR1738.The geoid height was determined by GEOID03.
 BR1738
 BR1738.The dynamic height is computed by dividing the NAVD 88
 BR1738.geopotential number by the normal gravity value computed on the
 BR1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR1738.degrees latitude (g = 980.6199 gals.).
 BR1738
 BR1738.The modeled gravity was interpolated from observed gravity values.
 BR1738
 BR1738;                    North         East    Units  Estimated Accuracy
 BR1738;SPC GA E     -   157,280.      269,990.      MT  (+/- 180 meters Scaled)
 BR1738
 BR1738                          SUPERSEDED SURVEY CONTROL
 BR1738
 BR1738  NGVD 29 (09/01/92)    7.320  (m)           24.02   (f) ADJUSTED    1 2
 BR1738
 BR1738.Superseded values are not recommended for survey control.
 BR1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1738.See file dsdata.txt to determine how the superseded data were derived.
 BR1738
 BR1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ590758(NAD 83)
 BR1738_MARKER: I = METAL ROD
 BR1738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BR1738_SP_SET: STAINLESS STEEL ROD
 BR1738_STAMPING: C 394 1991
 BR1738_MARK LOGO: NGS   
 BR1738_PROJECTION: FLUSH
 BR1738_MAGNETIC: I = MARKER IS A STEEL ROD
 BR1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BR1738+STABILITY: POSITION/ELEVATION WELL
 BR1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR1738+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 BR1738_ROD/PIPE-DEPTH: 30.0 meters
 BR1738
 BR1738  HISTORY     - Date     Condition        Report By
 BR1738  HISTORY     - 1991     MONUMENTED       NGS
 BR1738  HISTORY     - 20040914 GOOD             INDIV
 BR1738
 BR1738                          STATION DESCRIPTION
 BR1738
 BR1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BR1738'5.0 KM (3.1 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE
 BR1738'IN DARIEN, 97.0 M (318.2 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 18.5
 BR1738'M (60.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MCINTOSH COUNTY
 BR1738'SADDLE CLUB ARENA, 18.1 M (59.4 FT) WEST OF AND LEVEL WITH THE
 BR1738'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF A UTILITY POLE WITH TWO
 BR1738'GUY WIRES, AND 1.0 M (3.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 BR1738'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BR1738
 BR1738                          STATION RECOVERY (2004)
 BR1738
 BR1738'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JCB)
 BR1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3021 ***********************************************************************
 AB3021  DESIGNATION -  C 395
 AB3021  PID         -  AB3021
 AB3021  STATE/COUNTY-  GA/LOWNDES
 AB3021  USGS QUAD   -  VALDOSTA (1988)
 AB3021
 AB3021                         *CURRENT SURVEY CONTROL
 AB3021  ___________________________________________________________________
 AB3021* NAD 83(1986)-  30 50 05.     (N)    083 19 08.     (W)     SCALED    
 AB3021* NAVD 88     -        49.417  (meters)     162.13   (feet)  ADJUSTED  
 AB3021  ___________________________________________________________________
 AB3021  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AB3021  DYNAMIC HT  -          49.354 (meters)     161.92  (feet)  COMP
 AB3021  MODELED GRAV-     979,367.9   (mgal)                       NAVD 88
 AB3021
 AB3021  VERT ORDER  -  FIRST     CLASS II
 AB3021
 AB3021.The horizontal coordinates were scaled from a topographic map and have
 AB3021.an estimated accuracy of +/- 6 seconds.
 AB3021
 AB3021.The orthometric height was determined by differential leveling
 AB3021.and adjusted by the National Geodetic Survey in April 1998..
 AB3021
 AB3021.The geoid height was determined by GEOID03.
 AB3021
 AB3021.The dynamic height is computed by dividing the NAVD 88
 AB3021.geopotential number by the normal gravity value computed on the
 AB3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3021.degrees latitude (g = 980.6199 gals.).
 AB3021
 AB3021.The modeled gravity was interpolated from observed gravity values.
 AB3021
 AB3021;                    North         East    Units  Estimated Accuracy
 AB3021;SPC GA W     -    92,840.      781,100.      MT  (+/- 180 meters Scaled)
 AB3021
 AB3021                          SUPERSEDED SURVEY CONTROL
 AB3021
 AB3021.No superseded survey control is available for this station.
 AB3021
 AB3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ782135(NAD 83)
 AB3021_MARKER: DV = VERTICAL CONTROL DISK
 AB3021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB3021_SP_SET: CULVERT HEADWALL
 AB3021_STAMPING: C 395 1992
 AB3021_MARK LOGO: NGS   
 AB3021_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3021+STABILITY: SURFACE MOTION
 AB3021
 AB3021  HISTORY     - Date     Condition        Report By
 AB3021  HISTORY     - 1992     MONUMENTED       NGS
 AB3021
 AB3021                          STATION DESCRIPTION
 AB3021
 AB3021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB3021'1.1 MILES (1.8 KM) SE ALONG STATE HWY 94 FROM INTERSTATE 75 TO THE
 AB3021'MARK ON THE LEFT AT CULVERT OVER HIGHTOWER CREEK, 1 FT (0.3 M) SE OF
 AB3021'NW END OF SE HEADWALL, 49.5 NE OF CENTERLINE SR 94 (FIVE LANES) , 36
 AB3021'FT (11.0 M) NW OF SIGN FOR HIGHTOWER CREEK, 35.3 FT (10.8 M) SE OF R/W
 AB3021'MON, 68 FT (20.7 M) SE OF POLE 6861, APPROXIMATELY IN FRONT OF CHURCH
 AB3021'OF CHRIST (713 ST. AUGUSTINE RD), 2 FT (0.6 M) BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6410 ***********************************************************************
 AA6410  DESIGNATION -  C 396
 AA6410  PID         -  AA6410
 AA6410  STATE/COUNTY-  GA/HENRY
 AA6410  USGS QUAD   -  MC DONOUGH (1981)
 AA6410
 AA6410                         *CURRENT SURVEY CONTROL
 AA6410  ___________________________________________________________________
 AA6410* NAD 83(1986)-  33 22 34.     (N)    084 13 59.     (W)     SCALED    
 AA6410* NAVD 88     -       227.375  (meters)     745.98   (feet)  ADJUSTED  
 AA6410  ___________________________________________________________________
 AA6410  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AA6410  DYNAMIC HT  -         227.117 (meters)     745.13  (feet)  COMP
 AA6410  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 AA6410
 AA6410  VERT ORDER  -  FIRST     CLASS II
 AA6410
 AA6410.The horizontal coordinates were scaled from a topographic map and have
 AA6410.an estimated accuracy of +/- 6 seconds.
 AA6410
 AA6410.The orthometric height was determined by differential leveling
 AA6410.and adjusted by the National Geodetic Survey in April 2001..
 AA6410
 AA6410.The geoid height was determined by GEOID03.
 AA6410
 AA6410.The dynamic height is computed by dividing the NAVD 88
 AA6410.geopotential number by the normal gravity value computed on the
 AA6410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6410.degrees latitude (g = 980.6199 gals.).
 AA6410
 AA6410.The modeled gravity was interpolated from observed gravity values.
 AA6410
 AA6410;                    North         East    Units  Estimated Accuracy
 AA6410;SPC GA W     -   374,310.      693,820.      MT  (+/- 180 meters Scaled)
 AA6410
 AA6410                          SUPERSEDED SURVEY CONTROL
 AA6410
 AA6410.No superseded survey control is available for this station.
 AA6410
 AA6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB574964(NAD 83)
 AA6410_MARKER: DD = SURVEY DISK
 AA6410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA6410_SP_SET: BRIDGE ABUTMENT
 AA6410_STAMPING: C 396 1995
 AA6410_MARK LOGO: NOS   
 AA6410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA6410+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA6410
 AA6410  HISTORY     - Date     Condition        Report By
 AA6410  HISTORY     - 1995     MONUMENTED       NGS
 AA6410
 AA6410                          STATION DESCRIPTION
 AA6410
 AA6410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 AA6410'STATION IS LOCATED 6.3 MI (10.1 KM) SOUTHWEST OF MCDONOUGH AND 2.0 MI
 AA6410'(3.2 KM) EAST OF HAMPTON ALONG LOCUST GROVE-HAMPTON ROAD AT THE
 AA6410'NORTHWEST CORNER OF A CONCRETE BRIDGE OVER THE TOWALIGA RIVER.  TO
 AA6410'REACH FROM BELOW THE CENTER OF THE I-75 OVERPASS OVER GA ROUTE 155
 AA6410'(EXIT 69) ABOUT 2 MI (3.2 KM) SOUTH-SOUTHWEST OF MCDONOUGH, GO SOUTH
 AA6410'ON GA ROUTE 155 FOR 2.55 MI (4.10 KM) TO WALKER ROAD ON THE RIGHT JUST
 AA6410'PAST INDIAN CREEK, TURN RIGHT ON WALKER ROAD AND PROCEED WESTERLY FOR
 AA6410'2.05 MI (3.30 KM) TO THE INTERSECTION WITH LOCUST GROVE-HAMPTON ROAD,
 AA6410'BEAR RIGHT AND CONTINUE WESTERLY FOR 1.25 MI (2.01 KM) TO A SMALL
 AA6410'CONCRETE BRIDGE OVER THE TOWALIGA RIVER AND THE MARK ON THE NORTHWEST
 AA6410'CORNER OF THE BRIDGE.  THE STATION MARK IS AN NOS BRONZE DISK SET IN A
 AA6410'DRILL HOLE IN A CONCRETE ABUTMENT, IT IS 12.55 M (41.17 FT) EAST OF A
 AA6410'SOUTHERN BELL TELEPHONE POLE NUMBER 39, 7.2 M (23.6 FT) WEST OF THE
 AA6410'FIRST STEEL I BEAM SUPPORT AND ABOUT LEVEL WITH HAMPTON-LOCUST GROVE
 AA6410'ROAD AND 4.35 M (14.27 FT) NORTH OF THE CENTERLINE OF HAMPTON-LOCUST
 AA6410'GROVE ROAD.  DESCRIBED BY C.S. MIDDLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0226 ***********************************************************************
 DG0226  DESIGNATION -  C 4
 DG0226  PID         -  DG0226
 DG0226  STATE/COUNTY-  GA/FULTON
 DG0226  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0226
 DG0226                         *CURRENT SURVEY CONTROL
 DG0226  ___________________________________________________________________
 DG0226* NAD 83(1986)-  33 44 17.     (N)    084 24 20.     (W)     SCALED    
 DG0226* NAVD 88     -       311.654  (meters)    1022.48   (feet)  POSTED    
 DG0226  ___________________________________________________________________
 DG0226  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0226  DYNAMIC HT  -         311.310 (meters)    1021.36  (feet)  COMP
 DG0226  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 DG0226
 DG0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DG0226
 DG0226.The horizontal coordinates were scaled from a topographic map and have
 DG0226.an estimated accuracy of +/- 6 seconds.
 DG0226
 DG0226.The orthometric height was determined by differential leveling
 DG0226.and adjusted by the National Geodetic Survey in 1992..
 DG0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DG0226.rate of 0.0 thru 1.0 mm/km.
 DG0226
 DG0226.The geoid height was determined by GEOID03.
 DG0226
 DG0226.The dynamic height is computed by dividing the NAVD 88
 DG0226.geopotential number by the normal gravity value computed on the
 DG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0226.degrees latitude (g = 980.6199 gals.).
 DG0226
 DG0226.The modeled gravity was interpolated from observed gravity values.
 DG0226
 DG0226;                    North         East    Units  Estimated Accuracy
 DG0226;SPC GA W     -   414,480.      677,870.      MT  (+/- 180 meters Scaled)
 DG0226
 DG0226                          SUPERSEDED SURVEY CONTROL
 DG0226
 DG0226  NGVD 29 (??/??/92)  311.584  (m)         1022.26   (f) ADJ UNCH    1 2
 DG0226
 DG0226.Superseded values are not recommended for survey control.
 DG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0226.See file dsdata.txt to determine how the superseded data were derived.
 DG0226
 DG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC403361(NAD 83)
 DG0226_MARKER: Q = CHISELED SQUARE
 DG0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0226_SP_SET: GUARD WALL
 DG0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0226
 DG0226  HISTORY     - Date     Condition        Report By
 DG0226  HISTORY     - UNK      MONUMENTED       CGS
 DG0226  HISTORY     - 1953     GOOD             NGS
 DG0226
 DG0226                          STATION DESCRIPTION
 DG0226
 DG0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0226'AT ATLANTA.
 DG0226'AT ATLANTA, FULTON COUNTY, 1 MILE SOUTH ALONG THE SOUTHERN
 DG0226'RAILWAY FROM TERMINAL STATION, 65 FEET NORTHWEST OF MILEPOST 154,
 DG0226'AT THE SOUTHEAST END OF A VIADUCT, ON THE TOP OF THE SOUTH GUARD
 DG0226'WALL, 26 FEET SOUTHWEST OF THE SOUTHBOUND TRACK, 3 FEET HIGHER
 DG0226'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6195 ***********************************************************************
 CK6195  DESIGNATION -  C 4
 CK6195  PID         -  CK6195
 CK6195  STATE/COUNTY-  GA/CHATHAM
 CK6195  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6195
 CK6195                         *CURRENT SURVEY CONTROL
 CK6195  ___________________________________________________________________
 CK6195* NAD 83(1994)-  32 08 49.37345(N)    081 09 11.50346(W)     ADJUSTED  
 CK6195* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 CK6195  ___________________________________________________________________
 CK6195  X           -     831,309.441 (meters)                     COMP
 CK6195  Y           -  -5,341,069.356 (meters)                     COMP
 CK6195  Z           -   3,374,234.071 (meters)                     COMP
 CK6195  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CK6195  ELLIP HEIGHT-         -27.14  (meters)          (09/03/97) GPS OBS
 CK6195  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 CK6195
 CK6195  HORZ ORDER  -  SECOND
 CK6195  ELLP ORDER  -  FOURTH    CLASS II
 CK6195
 CK6195.The horizontal coordinates were established by GPS observations
 CK6195.and adjusted by the National Geodetic Survey in September 1997..
 CK6195
 CK6195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6195
 CK6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6195
 CK6195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6195
 CK6195.The ellipsoidal height was determined by GPS observations
 CK6195.and is referenced to NAD 83.
 CK6195
 CK6195.The geoid height was determined by GEOID03.
 CK6195
 CK6195;                    North         East     Units Scale Factor Converg.
 CK6195;SPC GA E     -   238,471.068   295,605.546   MT  1.00001269   +0 32 21.5
 CK6195;SPC GA E     -   782,383.83    969,832.53   sFT  1.00001269   +0 32 21.5
 CK6195;SPC SC       -    34,805.138   595,145.175   MT  1.00014293   -0 05 05.8
 CK6195;SPC SC       -   114,190.09  1,952,576.03   iFT  1.00014293   -0 05 05.8
 CK6195;UTM  17      - 3,556,745.341   485,553.009   MT  0.99960257   -0 04 53.5
 CK6195
 CK6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6195!SPC GA E     -   1.00000426  x   1.00001269  =   1.00001695
 CK6195!SPC SC       -   1.00000426  x   1.00014293  =   1.00014719
 CK6195!UTM  17      -   1.00000426  x   0.99960257  =   0.99960683
 CK6195
 CK6195                          SUPERSEDED SURVEY CONTROL
 CK6195
 CK6195  NAD 83(1986)-  32 08 49.38849(N)    081 09 11.51685(W) AD(       ) 2
 CK6195  NGVD 29 (03/03/92)    4.2    (m)           14.     (f) GPS OBS        
 CK6195
 CK6195.Superseded values are not recommended for survey control.
 CK6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6195.See file dsdata.txt to determine how the superseded data were derived.
 CK6195
 CK6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8555356745(NAD 83)
 CK6195_MARKER: DD = SURVEY DISK
 CK6195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6195_SP_SET: CONCRETE POST
 CK6195_STAMPING: C 4 MARCH 1990
 CK6195_MARK LOGO: GA4910
 CK6195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6195+STABILITY: SURFACE MOTION
 CK6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6195+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 CK6195
 CK6195  HISTORY     - Date     Condition        Report By
 CK6195  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6195  HISTORY     - 19961120 GOOD             SCGS
 CK6195  HISTORY     - 20000911 GOOD             SCGS
 CK6195
 CK6195                          STATION DESCRIPTION
 CK6195
 CK6195'DESCRIBED BY GEONEX 1990
 CK6195'STATION IS LOCATED ON THE EAST SIDE OF PORT WENTWORTH NEAR THE
 CK6195'SAVANNAH ELECTRIC AND POWER COMPANY PORT WENTWORTH PLANT,
 CK6195'APPROXIMATELY 2.0 MI (3.22 KM) NORTH FROM GARDEN CITY AND 5.2 MI
 CK6195'(8.37 KM) NORTHWEST FROM SAVANNAH.
 CK6195'TO REACH STATION C 4 FROM THE INTERSECTION OF STATE HIGHWAY 307
 CK6195'(BOURNE AVENUE) AND U.S. HIGHWAY 17, LOCATED AT THE NORTH EDGE OF
 CK6195'GARDEN CITY, GO NORTHWESTERLY 1.7 MI (2.74 KM) ALONG U.S. HIGHWAY 17
 CK6195'TO A TRAFFIC LIGHT AT THE INTERSECTION WITH CROSSGATE ROAD.  TURN
 CK6195'RIGHT AT THE TRAFFIC LIGHT AND GO EASTERLY ALONG CROSSGATE ROAD FOR
 CK6195'0.5 MI (0.80 KM) TO A RAILROAD CROSSING.  CONTINUE EASTERLY ALONG
 CK6195'CROSSGATE ROAD AND CROSS THE RAILROAD TRACKS TO A ROAD IMMEDIATELY ON
 CK6195'THE RIGHT AND A SIGN READING SAVANNAH ELECTRIC PORT WENTWORTH
 CK6195'PLANT.  TURN RIGHT AND GO SOUTHEAST ALONG THE ROAD, PARALLEL WITH
 CK6195'THE RAILROAD TRACKS, FOR 0.2 MI (0.32 KM) TO A GUARD HOUSE ON THE
 CK6195'LEFT.  CONTINUE SOUTHEAST ALONG THE ROAD FOR APPROXIMATELY 0.05 MI
 CK6195'(0.08 KM) TO A DIRT DRIVE ON THE LEFT, PRECEDING A SHARP CURVE TO THE
 CK6195'LEFT.  TURN LEFT AT THE DRIVE AND GO THROUGH A GATE IN A CHAIN LINK
 CK6195'FENCE, ENCLOSING A GRASSY FIELD, AND THE STATION ON THE RIGHT.
 CK6195'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6195'STAMPED ---C 4  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6195'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 CK6195'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6195'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6195'SOUTH OF THE DIRT ROAD IN THE SOUTHEAST CORNER OF THE FENCED
 CK6195'ENCLOSURE, 104 DEGREES AZIMUTH, 57.6 FT (17.56 M) FROM A STEEL FENCE
 CK6195'POST AT AN ANGLE POINT OF THE CHAIN LINK FENCE (FROM WHICH THE FENCE
 CK6195'BEARS NORTH), 12 DEGREES AZIMUTH, 33.1 FT (10.09 M) FROM A STEEL
 CK6195'FENCE POST AT AN ANGLE POINT OF THE CHAIN LINK FENCE (FROM WHICH THE
 CK6195'FENCE BEARS EAST), 285 DEGREES AZIMUTH, 70.3 FT (21.43 M) FROM THE
 CK6195'8TH STEEL FENCE POST FROM THE ANGLE POINT OF THE CHAIN LINK FENCE
 CK6195'(FROM WHICH THE FENCE BEARS EAST), AND SOUTH 2.0 FT (0.61 M) FROM A
 CK6195'WITNESS POST.
 CK6195
 CK6195                          STATION RECOVERY (1996)
 CK6195
 CK6195'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK6195'STATION IS LOCATED 5.5 MILES (8.9 KM) NORTHWEST OF SAVANNAH, 0.6 MILE
 CK6195'(1.0 KM) SOUTHEAST OF PORT WENTWORTH.  OWNERSHIP--SAVANNAH ELECTRIC
 CK6195'POWER COMPANY, CROSSGATE ROAD, PORT WENTWORTH, GA 31407, PHONE
 CK6195'912-966-3548.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK6195'HIGHWAYS 25 (MAIN STREET) AND 30 (BONNY BRIDGE ROAD) IN PORT
 CK6195'WENTWORTH, GO SOUTH SOUTHWEST ON HIGHWAY 25 FOR 0.55 MILE (0.89 KM) TO
 CK6195'THE JUNCTION OF A PAVED CROSSROAD (CROSSGATE ROAD) , TURN LEFT ON
 CK6195'CROSSGATE ROAD FOR 0.5 MILE (0.8 KM) TO A PAVED ROAD RIGHT AFTER
 CK6195'CROSSING RAILROAD TRACKS, TURN RIGHT ON CROSSGATE ROAD FOR 0.2 MILE
 CK6195'(0.3 KM) TO A GUARD GATE FOR SAVANNAH ELECTRIC POWER COMPANY AND THE
 CK6195'STATION ON THE LEFT INSIDE A CHAIN LINK FENCE IN THE EAST ANGLE OF A
 CK6195'GRAVEL ROAD LEFT.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1
 CK6195'CM) AND LEVEL WITH THE ROAD, 97.0 FEET (29.6 M) SOUTH SOUTHEAST OF THE
 CK6195'CENTER OF THE GRAVEL ROAD, 32.9 FEET (10.0 M) NORTH OF THE SOUTH FENCE
 CK6195'CORNER, 98.6 FEET (30.1 M) SOUTHEAST OF THE SOUTH GATE POST, 30.5 FEET
 CK6195'(9.3 M) NORTHWEST OF THE NORTHEAST/SOUTHWEST FENCE LINE, 110.0 FEET
 CK6195'(33.5 M) EAST NORTHEAST OF THE CENTER OF THE PAVED ROAD.  RECOVERED BY
 CK6195'R.W.  ROBERTS.
 CK6195
 CK6195                          STATION RECOVERY (2000)
 CK6195
 CK6195'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6195'STATION IS LOCATED 0.6 MILE (1.0 KM) SOUTHEAST OF PORT WENTWORTH, 5.0
 CK6195'MILES (8.0 KM) NORTHWEST OF SAVANNAH.  OWNERSHIP--SAVANNAH ELECTRIC
 CK6195'POWER COMPANY, CROSSGATE ROAD, PORT WENTWORTH, GA 31407, PHONE
 CK6195'912-966-3548.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 CK6195'HIGHWAYS 25 AND 30 (BONNY BRIDGE ROAD) IN PORT WENTWORTH, GO SOUTH
 CK6195'SOUTHWEST ON HIGHWAY 25 FOR 0.55 MILE (0.89 KM) TO THE JUNCTION OF A
 CK6195'PAVED CROSSROAD (CROSSGATE ROAD) , TURN LEFT ON CROSSGATE ROAD FOR
 CK6195'0.45 MILE (0.72 KM) TO A PAVED ROAD RIGHT AFTER CROSSING RAILROAD
 CK6195'TRACKS, TURN RIGHT ON CROSSGATE ROAD FOR 0.2 MILE (0.3 KM) TO A GUARD
 CK6195'GATE FOR SAVANNAH ELECTRIC POWER COMPANY AND THE STATION ON THE LEFT
 CK6195'INSIDE A CHAIN LINK FENCE IN THE EAST ANGLE OF A GRAVEL ROAD LEFT.
 CK6195'STATION IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND LEVEL WITH
 CK6195'THE GRAVEL ROAD, 97.2 FEET (29.6 M) SOUTH SOUTHEAST OF THE CENTER OF
 CK6195'THE GRAVEL ROAD, 32.7 FEET (10.0 M) NORTH NORTHEAST OF THE SOUTH FENCE
 CK6195'CORNER POST, 99.0 FEET (30.2 M) SOUTHEAST OF THE SOUTH GATE POST, 30.7
 CK6195'FEET (9.4 M) NORTH OF THE NORTHEAST/SOUTHWEST FENCE LINE. RECOVERED
 CK6195'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1877 ***********************************************************************
 BR1877  DESIGNATION -  C 40
 BR1877  PID         -  BR1877
 BR1877  STATE/COUNTY-  GA/CHATHAM
 BR1877  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1877
 BR1877                         *CURRENT SURVEY CONTROL
 BR1877  ___________________________________________________________________
 BR1877* NAD 83(1994)-  31 56 10.12132(N)    081 03 05.38352(W)     ADJUSTED  
 BR1877* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 BR1877  ___________________________________________________________________
 BR1877  X           -     842,718.411 (meters)                     COMP
 BR1877  Y           -  -5,351,841.491 (meters)                     COMP
 BR1877  Z           -   3,354,410.129 (meters)                     COMP
 BR1877  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BR1877  ELLIP HEIGHT-         -27.36  (meters)          (09/03/97) GPS OBS
 BR1877  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 BR1877
 BR1877  HORZ ORDER  -  SECOND
 BR1877  ELLP ORDER  -  FOURTH    CLASS II
 BR1877
 BR1877.The horizontal coordinates were established by GPS observations
 BR1877.and adjusted by the National Geodetic Survey in September 1997..
 BR1877
 BR1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1877
 BR1877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1877
 BR1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1877
 BR1877.The ellipsoidal height was determined by GPS observations
 BR1877.and is referenced to NAD 83.
 BR1877
 BR1877.The geoid height was determined by GEOID03.
 BR1877
 BR1877;                    North         East     Units Scale Factor Converg.
 BR1877;SPC GA E     -   215,179.743   305,441.409   MT  1.00003707   +0 35 23.8
 BR1877;SPC GA E     -   705,968.87  1,002,102.36   sFT  1.00003707   +0 35 23.8
 BR1877;UTM  17      - 3,533,359.020   495,132.614   MT  0.99960029   -0 01 38.1
 BR1877
 BR1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1877!SPC GA E     -   1.00000430  x   1.00003707  =   1.00004137
 BR1877!UTM  17      -   1.00000430  x   0.99960029  =   0.99960458
 BR1877
 BR1877                          SUPERSEDED SURVEY CONTROL
 BR1877
 BR1877  NAD 83(1986)-  31 56 10.13475(N)    081 03 05.39673(W) AD(       ) 2
 BR1877  NGVD 29 (03/03/92)    4.1    (m)           13.     (f) GPS OBS        
 BR1877
 BR1877.Superseded values are not recommended for survey control.
 BR1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1877.See file dsdata.txt to determine how the superseded data were derived.
 BR1877
 BR1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9513333359(NAD 83)
 BR1877_MARKER: DD = SURVEY DISK
 BR1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1877_SP_SET: CONCRETE POST
 BR1877_STAMPING: C 40 MARCH 1990
 BR1877_MARK LOGO: GA4910
 BR1877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1877+STABILITY: SURFACE MOTION
 BR1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1877+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 BR1877
 BR1877  HISTORY     - Date     Condition        Report By
 BR1877  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1877  HISTORY     - 20041126 GOOD             USPSQD
 BR1877  HISTORY     - 20060116 GOOD             USPSQD
 BR1877
 BR1877                          STATION DESCRIPTION
 BR1877
 BR1877'DESCRIBED BY GEONEX 1990
 BR1877'STATION IS LOCATED SOUTH-SOUTHEAST OF SAVANNAH ON SKIDAWAY ISLAND AT
 BR1877'THE INTERSECTION OF DIAMOND CAUSEWAY AND MCWHORTER ROAD. IT IS 6.6 MI
 BR1877'(10.62 KM) SOUTH FROM THUNDERBOLT AND 13.0 MI (20.92 KM)
 BR1877'WEST-SOUTHWEST FROM TYBEE ISLAND.
 BR1877'TO REACH STATION C 40 FROM THE INTERSECTION STATE HIGHWAY 204
 BR1877'(ABERCORN STREET), AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH
 BR1877'ALONG STATE HIGHWAY 204 (ABERCORN STREET), FOR 1.6 MI (2.57 KM) TO
 BR1877'THE INTERSECTION WITH MALL BOULEVARD.  TURN LEFT AND GO SOUTHEAST
 BR1877'ALONG MALL BOULEVARD FOR 0.9 MI (1.45 KM) TO THE INTERSECTION WITH
 BR1877'WATERS AVENUE. TURN RIGHT AND GO SOUTHERLY ALONG WATERS AVENUE FOR
 BR1877'0.9 MI (1.45 KM) TO THE INTERSECTION WITH WHITFIELD AVENUE.  TURN
 BR1877'RIGHT AND GO SOUTHEASTERLY ALONG WHITFIELD AVENUE FOR 1.5 MI
 BR1877'(2.41 KM) TO A Y INTERSECTION WITH DIAMOND CAUSEWAY ON THE LEFT.
 BR1877'TURN LEFT AND GO SOUTHEASTERLY ALONG DIAMOND CAUSEWAY FOR 0.5 MI
 BR1877'(0.80 KM) TO THE INTERSECTION WITH FERGUSON AVENUE. CONTINUE WESTERLY
 BR1877'ALONG DIAMOND CAUSEWAY FOR 3.2 MI (5.15 KM) TO THE INTERSECTION WITH
 BR1877'MCWHORTER DRIVE. STATION IS LOCATED AT THE SOUTHERLY CORNER OF THE
 BR1877'INTERSECTION.
 BR1877'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1877'STAMPED ---C 40  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1877'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 BR1877'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1877'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1877'LOCATED AT THE SOUTHERLY CORNER OF THE STREET INTERSECTION IN A
 BR1877'GRASSY PARK, 177 DEGREES AZIMUTH, 32.2 FT (9.81 M) FROM A PK NAIL W/
 BR1877'SHINER IN ASPHALT AT THE EXTENDED INTERSECTION OF THE CONCRETE CURBS,
 BR1877'302 DEGREES AZIMUTH, 50.0 FT (15.24 M) FROM A LIGHT POLE, 42 DEGREES
 BR1877'AZIMUTH, 124.8 FT (38.04 M) FROM A PK NAIL W/ SHINER IN THE FACING
 BR1877'SIDE OF A 6 INCH PINE TREE, 123 DEGREES AZIMUTH, 16.1 FT (4.91 M)
 BR1877'FROM A STOP SIGN, AND 219 DEGREES AZIMUTH, 6.9 FT (2.10 M) FROM A SIGN
 BR1877'READING END 204.
 BR1877
 BR1877                          STATION RECOVERY (2004)
 BR1877
 BR1877'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRE)
 BR1877'MARKER IS FOUR INCHES BELOW GROUND SURFACE
 BR1877
 BR1877                          STATION RECOVERY (2006)
 BR1877
 BR1877'RECOVERY NOTE BY US POWER SQUADRON 2006 (DGF)
 BR1877'AREA HAS BEEN REGRADED. PINE TREE REMOVED. SIGN READING 204 REMOVED.
 BR1877'MARK IS 36 FEET AT 058 DEGREES MAGNETIC FROM THE MIDDLE OF A BELL
 BR1877'SOUTH CEMENT COVER FLUSH WITH THE GROUND. ALSO 23 FEET 265 DEGREES
 BR1877'MAGNETIC FROM WESTERN END OF CEMENT CURB ON 204 SPUR, AND 47.5 FEET AT
 BR1877'305 DEGREES MAGNETIC FROM A NEW LIGHT POLE, AND 16.2 FEET AT 128
 BR1877'DEGREES MAGNETIC FROM THE REPOSITIONED STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0391 ***********************************************************************
 CL0391  DESIGNATION -  C 40=BLONDY
 CL0391  PID         -  CL0391
 CL0391  STATE/COUNTY-  GA/JOHNSON
 CL0391  USGS QUAD   -  ADRIAN (1974)
 CL0391
 CL0391                         *CURRENT SURVEY CONTROL
 CL0391  ___________________________________________________________________
 CL0391* NAD 83(1994)-  32 31 49.79882(N)    082 34 44.38293(W)     ADJUSTED  
 CL0391* NAVD 88     -        76.915  (meters)     252.35   (feet)  ADJUSTED  
 CL0391  ___________________________________________________________________
 CL0391  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CL0391  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CL0391  DYNAMIC HT  -          76.828 (meters)     252.06  (feet)  COMP
 CL0391  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CL0391
 CL0391  HORZ ORDER  -  FIRST
 CL0391  VERT ORDER  -  FIRST     CLASS II
 CL0391
 CL0391.The horizontal coordinates were established by classical geodetic methods
 CL0391.and adjusted by the National Geodetic Survey in September 1997..
 CL0391
 CL0391.The orthometric height was determined by differential leveling
 CL0391.and adjusted by the National Geodetic Survey in June 1991..
 CL0391
 CL0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0391
 CL0391.The geoid height was determined by GEOID03.
 CL0391
 CL0391.The dynamic height is computed by dividing the NAVD 88
 CL0391.geopotential number by the normal gravity value computed on the
 CL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0391.degrees latitude (g = 980.6199 gals.).
 CL0391
 CL0391.The modeled gravity was interpolated from observed gravity values.
 CL0391
 CL0391;                    North         East     Units Scale Factor Converg.
 CL0391;SPC GA E     -   280,613.812   161,267.510   MT  0.99991849   -0 13 18.2
 CL0391;SPC GA E     -   920,647.15    529,091.82   sFT  0.99991849   -0 13 18.2
 CL0391;UTM  17      - 3,600,339.000   351,712.603   MT  0.99987116   -0 50 57.3
 CL0391
 CL0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0391!SPC GA E     -   0.99999242  x   0.99991849  =   0.99991091
 CL0391!UTM  17      -   0.99999242  x   0.99987116  =   0.99986358
 CL0391
 CL0391|---------------------------------------------------------------------|
 CL0391| PID    Reference Object                     Distance      Geod. Az  |
 CL0391|                                                           dddmmss.s |
 CL0391| CL1303 ORANG=D 40                          244.156 METERS 07207     |
 CL0391| CL0392 B 40=BLONDY RM                        8.930 METERS 17518     |
 CL0391| CL0276 ADRIAN=A 40                         APPROX. 0.7 KM 2725938.9 |
 CL0391|---------------------------------------------------------------------|
 CL0391
 CL0391                          SUPERSEDED SURVEY CONTROL
 CL0391
 CL0391  NAD 83(1986)-  32 31 49.80460(N)    082 34 44.38057(W) AD(       ) 1
 CL0391  NAD 27      -  32 31 49.20900(N)    082 34 44.90200(W) AD(       ) 1
 CL0391  NGVD 29 (??/??/92)   77.12   (m)          253.0    (f) COMPUTED    1 2
 CL0391
 CL0391.Superseded values are not recommended for survey control.
 CL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0391.See file dsdata.txt to determine how the superseded data were derived.
 CL0391
 CL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5171300339(NAD 83)
 CL0391_MARKER: DS = TRIANGULATION STATION DISK
 CL0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0391_STAMPING: ELEV 252.854 C 40 BLONDY 1918
 CL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0391+STABILITY: SURFACE MOTION
 CL0391
 CL0391  HISTORY     - Date     Condition        Report By
 CL0391  HISTORY     - 1918     MONUMENTED       CGS
 CL0391  HISTORY     - 1934     GOOD             CGS
 CL0391  HISTORY     - 1950     GOOD             CGS
 CL0391  HISTORY     - 1962     GOOD             NGS
 CL0391  HISTORY     - 1962     GOOD             CGS
 CL0391  HISTORY     - 1968     GOOD             CGS
 CL0391
 CL0391                          STATION DESCRIPTION
 CL0391
 CL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0391'ABOUT 0.7 MILE EAST OF DEPOT AT ADRIAN, ON THE CENTRAL OF
 CL0391'GEORGIA RAILWAY, AT WEST END OF RAILROAD CURVE AND ON EXTENSION
 CL0391'OF WEST TANGENT OF SOUTH RAIL, 141 YARDS EAST OF MILEPOSTS
 CL0391'B-14 AND S-120, 21 FEET SOUTH OF SOUTH RAIL, 10 FEET NORTH
 CL0391'OF CENTER LINE OF SMALL ROAD.  REFERENCE MARK = B-40
 CL0391'IS 50.1 FEET SOUTH OF SOUTH RAIL, 1.5 FEET NORTH OF
 CL0391'FENCE CORNER, 8.930 METERS (29.30 FEET) FROM STATION IN GRID
 CL0391'AZIMUTH 355 DEG 32 MIN.
 CL0391
 CL0391                          STATION RECOVERY (1950)
 CL0391
 CL0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0391'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED EXCEPT
 CL0391'FOR CHANGED CONDITIONS.  STAMPED ELEVATIONS WERE CORRECTED
 CL0391'ON MARKS.
 CL0391'
 CL0391'STATION IS ABOUT 0.7 MILE E ALONG THE ROAD ON THE OLD ROADBED
 CL0391'OF THE ABANDONED AND REMOVED CENTRAL OF GEORGIA RAILROAD
 CL0391'FROM ADRIAN, ABOUT 400 FEET WSW OF THE CENTER OF AN OLD
 CL0391'RAILROAD FILL THAT IS NOW A FISHPOND DAM, 54 FEET NNE OF THE
 CL0391'NE CORNER OF A CABIN CHIMNEY, 23 FEET S OF THE CENTER LINE
 CL0391'OF THE OLD ROADBED, AND 14 FEET E OF THE PROJECTED PLANE OF
 CL0391'THE E WALL OF THE CABIN.
 CL0391'
 CL0391'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.
 CL0391'THE SURFACE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CL0391'BLONDY C 40 1918 ELEV 252.854.
 CL0391'
 CL0391'THE REFERENCE MARK (B.M. B 40) IS 8.925 METERS (29.28 FEET)
 CL0391'IN GRID AZIMUTH 355 DEG 32 MIN FROM THE STATION, 28.5 FEET
 CL0391'NE OF THE NE CORNER OF THE CHIMNEY, AND 17 FEET E OF THE
 CL0391'PROJECTED PLANE OF THE 15- BY 30-FOOT CABIN.  IT IS A BRONZE
 CL0391'REFERENCE DISK, STAMPED BLONDY B 40 1918 ELEV 252.326, SET
 CL0391'IN CONCRETE, AND PROJECTS 3 INCHES.
 CL0391
 CL0391                          STATION RECOVERY (1962)
 CL0391
 CL0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0391'0.6 MI E FROM ADRIAN.
 CL0391'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CL0391'ADRIAN, THENCE 0.5 MILE EAST ALONG A PRIVATE ROAD, NEAR THE
 CL0391'WEST END OF A DAM THAT FORMS A SMALL LAKE, AT AN OLD ABANDONED
 CL0391'HOME SITE, 54.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CL0391'BRICK CHIMNEY OF THE OLD HOME SITE, 25 FEET SOUTH OF THE CENTER
 CL0391'LINE OF THE ROAD, 29.3 FEET NORTH OF BENCH MARK B 40 RM BLONDY,
 CL0391'8 FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD, SET IN
 CL0391'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 CL0391'OF THE GROUND.
 CL0391
 CL0391                          STATION RECOVERY (1962)
 CL0391
 CL0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0391'BLONDY--ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE
 CL0391'POST OFFICE AT ADRIAN, THENCE 0.5 MILE EAST ALONG A PRIVATE
 CL0391'ROAD, NEAR THE WEST END OF A DAM THAT FORMS A SMALL LAKE,
 CL0391'AT AN OLD ABANDONED HOME SITE, 54.8 FEET NORTHEAST OF THE
 CL0391'NORTHEAST CORNER OF THE BRICK CHIMNEY OF THE OLD HOME SITE,
 CL0391'25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29.3 FEET
 CL0391'NORTH OF BENCH MARK B 40 R.M. BLONDY, 8 FEET NORTH OF A
 CL0391'FENCE LINE, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 CL0391'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 CL0391'GROUND.
 CL0391'
 CL0391'B 40=BLONDY R.M.--ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM
 CL0391'THE POST OFFICE AT ADRIAN, THENCE 0.5 MILE EAST ALONG A
 CL0391'PRIVATE ROAD, NEAR THE WEST END OF A DAM THAT FORMS A SMALL
 CL0391'LAKE, IN A CLEARING, AT AN ABANDONED HOME SITE, 54 FEET
 CL0391'SOUTH OF THE CENTER LINE OF THE ROAD, 28.5 FEET NORTHEAST
 CL0391'OF THE NORTHEAST CORNER OF A RED BRICK CHIMNEY OF THE OLD
 CL0391'HOME SITE, 29.3 FEET SOUTH OF THE STATION, 11 FEET WEST
 CL0391'OF A LONE 36 INCH OAK TREE, ABOUT LEVEL WITH THE ROAD AND
 CL0391'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CL0391'THE LEVEL OF THE GROUND.
 CL0391
 CL0391                          STATION RECOVERY (1968)
 CL0391
 CL0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL0391'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 CL0391'THE PREVIOUS DESCRIPTION BY R. GERRISH IN 1962 IS ADEQUATE
 CL0391'FOR RECOVERY.  STATION IS ALSO LOCATED 31.0 FT. NORTH NORTHWEST
 CL0391'OF A 30 INCH LIVE OAK TREE.  A NEW TO REACH DESCRIPTION
 CL0391'FOLLOWS.  FROM THE POST OFFICE IN ADRIAN GO SOUTH ON STATE
 CL0391'HIGHWAY 15 ABOUT 100 FEET TO A CROSSROAD, TURN LEFT GO EAST
 CL0391'FOR 0.25 MILES ON MACADAM ROAD TO SAND ROAD ON THE OLD RAILROAD
 CL0391'BED, CONTINUE EAST ON SAND ROAD FOR 0.35 MILES TO STATION
 CL0391'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1878 ***********************************************************************
 BR1878  DESIGNATION -  C 41
 BR1878  PID         -  BR1878
 BR1878  STATE/COUNTY-  GA/CHATHAM
 BR1878  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1878
 BR1878                         *CURRENT SURVEY CONTROL
 BR1878  ___________________________________________________________________
 BR1878* NAD 83(1994)-  31 54 38.90006(N)    081 04 18.53031(W)     ADJUSTED  
 BR1878* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 BR1878  ___________________________________________________________________
 BR1878  X           -     841,050.947 (meters)                     COMP
 BR1878  Y           -  -5,353,607.159 (meters)                     COMP
 BR1878  Z           -   3,352,024.972 (meters)                     COMP
 BR1878  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 BR1878  ELLIP HEIGHT-         -28.07  (meters)          (09/03/97) GPS OBS
 BR1878  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 BR1878
 BR1878  HORZ ORDER  -  SECOND
 BR1878  ELLP ORDER  -  FOURTH    CLASS II
 BR1878
 BR1878.The horizontal coordinates were established by GPS observations
 BR1878.and adjusted by the National Geodetic Survey in September 1997..
 BR1878
 BR1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1878
 BR1878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1878
 BR1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1878
 BR1878.The ellipsoidal height was determined by GPS observations
 BR1878.and is referenced to NAD 83.
 BR1878
 BR1878.The geoid height was determined by GEOID03.
 BR1878
 BR1878;                    North         East     Units Scale Factor Converg.
 BR1878;SPC GA E     -   212,350.440   303,548.544   MT  1.00003219   +0 34 43.6
 BR1878;SPC GA E     -   696,686.40    995,892.18   sFT  1.00003219   +0 34 43.6
 BR1878;UTM  17      - 3,530,551.483   493,210.227   MT  0.99960057   -0 02 16.7
 BR1878
 BR1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1878!SPC GA E     -   1.00000441  x   1.00003219  =   1.00003660
 BR1878!UTM  17      -   1.00000441  x   0.99960057  =   0.99960498
 BR1878
 BR1878                          SUPERSEDED SURVEY CONTROL
 BR1878
 BR1878  NAD 83(1986)-  31 54 38.91349(N)    081 04 18.54349(W) AD(       ) 2
 BR1878  NGVD 29 (03/03/92)    3.4    (m)           11.     (f) GPS OBS        
 BR1878
 BR1878.Superseded values are not recommended for survey control.
 BR1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1878.See file dsdata.txt to determine how the superseded data were derived.
 BR1878
 BR1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9321030551(NAD 83)
 BR1878_MARKER: DD = SURVEY DISK
 BR1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1878_SP_SET: CONCRETE POST
 BR1878_STAMPING: C 41 MARCH 1990
 BR1878_MARK LOGO: GA4910
 BR1878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1878+STABILITY: SURFACE MOTION
 BR1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BR1878+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 BR1878
 BR1878  HISTORY     - Date     Condition        Report By
 BR1878  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1878  HISTORY     - 20041126 GOOD             USPSQD
 BR1878
 BR1878                          STATION DESCRIPTION
 BR1878
 BR1878'DESCRIBED BY GEONEX 1990
 BR1878'STATION IS LOCATED SOUTH OF SAVANNAH AT THE SOUTHWEST END OF SKIDAWAY
 BR1878'ISLAND AT THE END OF MCWHORTER ROAD. IT IS 8.5 MI (13.68 KM) SOUTH
 BR1878'FROM THUNDERBOLT, AND 14.8 MI (23.82 KM) SOUTHWEST FROM TYBEE ISLAND.
 BR1878'TO REACH STATION C 41 FROM THE INTERSECTION STATE HIGHWAY 204
 BR1878'(ABERCORN STREET), AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH
 BR1878'ALONG STATE HIGHWAY 204 (ABERCORN STREET), FOR 1.6 MI (2.57 KM) TO
 BR1878'THE INTERSECTION WITH MALL BOULEVARD.  TURN LEFT AND GO SOUTHEAST
 BR1878'ALONG MALL BOULEVARD FOR 0.9 MI (1.45 KM) TO THE INTERSECTION WITH
 BR1878'WATERS AVENUE. TURN RIGHT AND GO SOUTHERLY ALONG WATERS AVENUE FOR
 BR1878'0.9 MI (1.45 KM) TO THE INTERSECTION WITH WHITFIELD AVENUE.  TURN
 BR1878'RIGHT AND GO SOUTHEASTERLY ALONG WHITFIELD AVENUE FOR 1.5 MI
 BR1878'(2.41 KM) TO A Y INTERSECTION WITH DIAMOND CAUSEWAY ON THE LEFT.
 BR1878'TURN LEFT AND GO SOUTHEASTERLY ALONG DIAMOND CAUSEWAY FOR 0.5 MI
 BR1878'(0.80 KM) TO THE INTERSECTION WITH FERGUSON AVENUE. CONTINUE WESTERLY
 BR1878'ALONG DIAMOND CAUSEWAY FOR 3.2 MI (5.15 KM) TO THE INTERSECTION WITH
 BR1878'MCWHORTER DRIVE. TURN RIGHT AND GO SOUTHWEST ALONG MCWHORTER DRIVE
 BR1878'FOR 2.0 MI (3.22 KM) TO A CUL- DE-SAC AT THE END OF MCWHORTER ROAD
 BR1878'AND THE STATION STRAIGHT AHEAD.
 BR1878'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1878'STAMPED ---C 41  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1878'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.1 FT (0.03 M)
 BR1878'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1878'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1878'LOCATED 112 FT (34.14 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 BR1878'CUL-DE-SAC ALONG THE SOUTHWESTERLY EXTENSION OF MCWHORTER ROAD, 142
 BR1878'DEGREES AZIMUTH, 42.5 FT (12.95 M) FROM A PK NAIL W/ SHINER IN THE
 BR1878'FACING SIDE OF A 12 INCH OAK TREE, 300 DEGREES AZIMUTH, 34.7 FT
 BR1878'(10.58 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE
 BR1878', 258 DEGREES AZIMUTH, 86.4 FT (26.33 M) FROM A PK NAIL W/ SHINER IN
 BR1878'THE FACING SIDE OF A 12 INCH PALM LOCATED ON THE SOUTHEASTERLY SIDE
 BR1878'OF A WOOD FENCE, AND 35 DEGREES AZIMUTH, 2.0 FT (0.61 M) FROM A
 BR1878'WITNESS POST.
 BR1878
 BR1878                          STATION RECOVERY (2004)
 BR1878
 BR1878'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRE)
 BR1878'NAIL AND SHINER ON 12 INCH OAK TREE OVERGROWN BY TRUNK AND BARK BUT
 BR1878'LOCATED BY METAL DETECTOR.
 BR1878'WOODEN FINCE IS GONE.
 BR1878'WITNESS POST IS CORRODED AND GONE.
 BR1878'DISK MARKED BY WOODEN POST AND RED FLAG.
 BR1878'AREA OF MARKER IS RECENTLY GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0069 ***********************************************************************
 CL0069  DESIGNATION -  C 41=HICKS RM
 CL0069  PID         -  CL0069
 CL0069  STATE/COUNTY-  GA/EMANUEL
 CL0069  USGS QUAD   -  COVENA (1985)
 CL0069
 CL0069                         *CURRENT SURVEY CONTROL
 CL0069  ___________________________________________________________________
 CL0069* NAD 83(1986)-  32 29 43.     (N)    082 24 16.     (W)     SCALED    
 CL0069* NAVD 88     -        67.632  (meters)     221.89   (feet)  ADJUSTED  
 CL0069  ___________________________________________________________________
 CL0069  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CL0069  DYNAMIC HT  -          67.555 (meters)     221.64  (feet)  COMP
 CL0069  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CL0069
 CL0069  VERT ORDER  -  FIRST     CLASS II
 CL0069
 CL0069.The horizontal coordinates were scaled from a topographic map and have
 CL0069.an estimated accuracy of +/- 6 seconds.
 CL0069
 CL0069.The orthometric height was determined by differential leveling
 CL0069.and adjusted by the National Geodetic Survey in June 1991..
 CL0069
 CL0069.The geoid height was determined by GEOID03.
 CL0069
 CL0069.The dynamic height is computed by dividing the NAVD 88
 CL0069.geopotential number by the normal gravity value computed on the
 CL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0069.degrees latitude (g = 980.6199 gals.).
 CL0069
 CL0069.The modeled gravity was interpolated from observed gravity values.
 CL0069
 CL0069;                    North         East    Units  Estimated Accuracy
 CL0069;SPC GA E     -   276,660.      177,660.      MT  (+/- 180 meters Scaled)
 CL0069
 CL0069                          SUPERSEDED SURVEY CONTROL
 CL0069
 CL0069  NGVD 29 (??/??/92)   67.842  (m)          222.58   (f) ADJ UNCH    1 2
 CL0069
 CL0069.Superseded values are not recommended for survey control.
 CL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0069.See file dsdata.txt to determine how the superseded data were derived.
 CL0069
 CL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR680962(NAD 83)
 CL0069_MARKER: DR = REFERENCE MARK DISK
 CL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0069_STAMPING: ELEV 222.473 C 41 HICKS 1918
 CL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0069+STABILITY: SURFACE MOTION
 CL0069
 CL0069  HISTORY     - Date     Condition        Report By
 CL0069  HISTORY     - 1918     MONUMENTED       CGS
 CL0069  HISTORY     - 1962     GOOD             NGS
 CL0069  HISTORY     - 1968     GOOD             NGS
 CL0069
 CL0069                          STATION DESCRIPTION
 CL0069
 CL0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0069'5 MI W FROM NUNEZ.
 CL0069'ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 297 FROM THE BAPTIST
 CL0069'CHURCH AT NUNEZ, THENCE 3.7 MILES WEST ALONG A GRADED ROAD,
 CL0069'THENCE 0.7 MILE SOUTH ALONG A GRADED ROAD, THENCE 0.35 MILE
 CL0069'WEST ALONG AN ABANDONED RAILROAD BED, (NOW A DIRT ROAD), 0.2
 CL0069'MILE EAST OF THE CROSSING OF THE WEST ONE OF TWO GRADED ROADS,
 CL0069'0.1 MILE WEST OF THE NORTHWEST CORNER OF A SMALL MAN MADE LAKE,
 CL0069'NEAR THE EAST END OF A CUT, 24 FEET WEST OF BM B 41 HICKS,
 CL0069'50 FEET SOUTH OF THE CENTER LINE OF THE OLD BED, 14 FEET
 CL0069'NORTHWEST OF A 12-INCH PINE TREE IN FENCE LINE, 3 1/2 FEET
 CL0069'NORTH OF A FENCE LINE, 6 FEET ABOVE THE LEVEL OF THE BED AND
 CL0069'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 CL0069'THE LEVEL OF THE GROUND.
 CL0069
 CL0069                          STATION RECOVERY (1968)
 CL0069
 CL0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CL0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1879 ***********************************************************************
 BR1879  DESIGNATION -  C 42
 BR1879  PID         -  BR1879
 BR1879  STATE/COUNTY-  GA/CHATHAM
 BR1879  USGS QUAD   -  BURROUGHS (1988)
 BR1879
 BR1879                         *CURRENT SURVEY CONTROL
 BR1879  ___________________________________________________________________
 BR1879* NAD 83(1994)-  31 59 56.55607(N)    081 14 57.36216(W)     ADJUSTED  
 BR1879* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BR1879  ___________________________________________________________________
 BR1879  X           -     823,678.461 (meters)                     COMP
 BR1879  Y           -  -5,351,069.741 (meters)                     COMP
 BR1879  Z           -   3,360,327.536 (meters)                     COMP
 BR1879  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BR1879  ELLIP HEIGHT-         -26.30  (meters)          (09/03/97) GPS OBS
 BR1879  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 BR1879
 BR1879  HORZ ORDER  -  SECOND
 BR1879  ELLP ORDER  -  FOURTH    CLASS II
 BR1879
 BR1879.The horizontal coordinates were established by GPS observations
 BR1879.and adjusted by the National Geodetic Survey in September 1997..
 BR1879
 BR1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1879
 BR1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1879
 BR1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1879
 BR1879.The ellipsoidal height was determined by GPS observations
 BR1879.and is referenced to NAD 83.
 BR1879
 BR1879.The geoid height was determined by GEOID03.
 BR1879
 BR1879;                    North         East     Units Scale Factor Converg.
 BR1879;SPC GA E     -   221,978.545   286,681.819   MT  0.99999263   +0 29 10.2
 BR1879;SPC GA E     -   728,274.61    940,555.27   sFT  0.99999263   +0 29 10.2
 BR1879;UTM  17      - 3,540,356.796   476,455.097   MT  0.99960684   -0 07 55.5
 BR1879
 BR1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1879!SPC GA E     -   1.00000413  x   0.99999263  =   0.99999676
 BR1879!UTM  17      -   1.00000413  x   0.99960684  =   0.99961097
 BR1879
 BR1879                          SUPERSEDED SURVEY CONTROL
 BR1879
 BR1879  NAD 83(1986)-  31 59 56.56883(N)    081 14 57.37437(W) AD(       ) 2
 BR1879  NGVD 29 (03/03/92)    4.9    (m)           16.     (f) GPS OBS        
 BR1879
 BR1879.Superseded values are not recommended for survey control.
 BR1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1879.See file dsdata.txt to determine how the superseded data were derived.
 BR1879
 BR1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7645540357(NAD 83)
 BR1879_MARKER: DD = SURVEY DISK
 BR1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1879_SP_SET: CONCRETE POST
 BR1879_STAMPING: C 42 MARCH 1990
 BR1879_MARK LOGO: GA4910
 BR1879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1879+STABILITY: SURFACE MOTION
 BR1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1879+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1879
 BR1879  HISTORY     - Date     Condition        Report By
 BR1879  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1879  HISTORY     - 19961231 GOOD             USPSQD
 BR1879
 BR1879                          STATION DESCRIPTION
 BR1879
 BR1879'DESCRIBED BY GEONEX 1990
 BR1879'STATION IS LOCATED APPROXIMATELY 7.9 MI (12.71 KM) SOUTH FROM POOLER,
 BR1879'5.2 MI (8.37 KM) NORTH-NORTHEAST FROM RICHMOND HILL, AND 10.7 MI
 BR1879'(17.22 KM) SOUTHWEST FROM SAVANNAH.
 BR1879'STATION C 42 IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 BR1879'STATE HIGHWAY 204 (ABERCORN STREET EXTENSION), AND U.S. HIGHWAY 17
 BR1879'(ATLANTIC COAST HIGHWAY).  IT IS BOUNDED ON THE SOUTH BY THE ON-RAMP
 BR1879'FROM NORTHBOUND U.S. HIGHWAY 17 TO EASTBOUND STATE HIGHWAY 204
 BR1879'(ABERCORN STREET EXTENSION), ON THE NORTHWEST BY U.S. HIGHWAY 17, AND
 BR1879'ON THE NORTHEAST BY STATE HIGHWAY 204 (ABERCORN STREET EXTENSION).
 BR1879'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1879'STAMPED ---C 42  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1879'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.4 FT (0.12 M)
 BR1879'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1879'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1879'LOCATED APPROXIMATELY 40 FT (12.19 M) EAST-SOUTHEAST FROM THE
 BR1879'EASTERLY EDGE OF U.S. HIGHWAY 17, 56.3 FT (17.16 M) NORTHEAST FROM
 BR1879'THE CENTERLINE OF THE ON-RAMP FROM NORTHBOUND U.S. HIGHWAY 17 TO
 BR1879'EASTBOUND STATE HIGHWAY 204 (ABERCORN STREET EXTENSION), 86 DEGREES
 BR1879'AZIMUTH, 52.6 FT (16.03 M) FROM A SIGN, 212 DEGREES AZIMUTH, 71.1 FT
 BR1879'(21.67 M) FROM A SIGN, 264 DEGREES AZIMUTH, 135.5 FT (41.30 M) FROM A
 BR1879'PK NAIL W/ SHINER IN THE FACING SIDE OF A 12 INCH PINE TREE, AND
 BR1879'SOUTH, 2.0 FT (0.61 M) FROM A WITNESS POST.
 BR1879
 BR1879                          STATION RECOVERY (1996)
 BR1879
 BR1879'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1880 ***********************************************************************
 BR1880  DESIGNATION -  C 43
 BR1880  PID         -  BR1880
 BR1880  STATE/COUNTY-  GA/CHATHAM
 BR1880  USGS QUAD   -  BURROUGHS (1988)
 BR1880
 BR1880                         *CURRENT SURVEY CONTROL
 BR1880  ___________________________________________________________________
 BR1880* NAD 83(1994)-  31 59 09.64833(N)    081 13 05.42343(W)     ADJUSTED  
 BR1880* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 BR1880  ___________________________________________________________________
 BR1880  X           -     826,699.545 (meters)                     COMP
 BR1880  Y           -  -5,351,380.675 (meters)                     COMP
 BR1880  Z           -   3,359,103.542 (meters)                     COMP
 BR1880  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BR1880  ELLIP HEIGHT-         -23.66  (meters)          (09/03/97) GPS OBS
 BR1880  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 BR1880
 BR1880  HORZ ORDER  -  SECOND
 BR1880  ELLP ORDER  -  FOURTH    CLASS II
 BR1880
 BR1880.The horizontal coordinates were established by GPS observations
 BR1880.and adjusted by the National Geodetic Survey in September 1997..
 BR1880
 BR1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1880
 BR1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1880
 BR1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1880
 BR1880.The ellipsoidal height was determined by GPS observations
 BR1880.and is referenced to NAD 83.
 BR1880
 BR1880.The geoid height was determined by GEOID03.
 BR1880
 BR1880;                    North         East     Units Scale Factor Converg.
 BR1880;SPC GA E     -   220,559.110   289,632.579   MT  0.99999905   +0 30 08.9
 BR1880;SPC GA E     -   723,617.68    950,236.22   sFT  0.99999905   +0 30 08.9
 BR1880;UTM  17      - 3,538,906.175   479,389.228   MT  0.99960524   -0 06 56.0
 BR1880
 BR1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1880!SPC GA E     -   1.00000372  x   0.99999905  =   1.00000277
 BR1880!UTM  17      -   1.00000372  x   0.99960524  =   0.99960895
 BR1880
 BR1880                          SUPERSEDED SURVEY CONTROL
 BR1880
 BR1880  NAD 83(1986)-  31 59 09.66196(N)    081 13 05.43566(W) AD(       ) 2
 BR1880  NGVD 29 (03/03/92)    7.6    (m)           25.     (f) GPS OBS        
 BR1880
 BR1880.Superseded values are not recommended for survey control.
 BR1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1880.See file dsdata.txt to determine how the superseded data were derived.
 BR1880
 BR1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7938938906(NAD 83)
 BR1880_MARKER: DD = SURVEY DISK
 BR1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1880_SP_SET: CONCRETE POST
 BR1880_STAMPING: C 43 MARCH 1990
 BR1880_MARK LOGO: GA4910
 BR1880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1880+STABILITY: SURFACE MOTION
 BR1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1880+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1880
 BR1880  HISTORY     - Date     Condition        Report By
 BR1880  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1880  HISTORY     - 19980210 GOOD             USPSQD
 BR1880
 BR1880                          STATION DESCRIPTION
 BR1880
 BR1880'DESCRIBED BY GEONEX 1990
 BR1880'STATION IS LOCATED SOUTHWEST OF SAVANNAH AT THE INTERSECTION OF STATE
 BR1880'HIGHWAY 204 (ABERCORN STREET EXTENSION) AND KING GEORGE BOULEVARD,
 BR1880'APPROXIMATELY 1.9 MI (3.06 KM) NORTHEAST FROM BURROUGHS 5.9 MI
 BR1880'(9.49 KM) NORTHEAST FROM RICHMOND HILL, AND 9.0 MI (14.48 KM)
 BR1880'SOUTH-SOUTHEAST FROM POOLER.
 BR1880'TO REACH STATION C 43 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1880'(ABERCORN STREET EXTENSION) AND U.S. HIGHWAY 17 (ATLANTIC COAST
 BR1880'HIGHWAY), GO EAST-SOUTHEAST ALONG STATE HIGHWAY 204 (ABERCORN STREET
 BR1880'EXTENSION) FOR 2.0 MI (3.22 KM) TO THE INTERSECTION WITH KING GEORGE
 BR1880'BOULEVARD AND THE STATION ON THE RIGHT.
 BR1880'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1880'STAMPED ---C 43  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1880'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 BR1880'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1880'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1880'LOCATED AT THE SOUTHWEST CORNER OF THE STREET INTERSECTION, 20.1 FT
 BR1880'(6.13 M) SOUTHWEST FROM A PK NAIL W/ SHINER IN THE PAINT STRIPE AT
 BR1880'THE SOUTHWEST EDGE OF STATE HIGHWAY 204 (ABERCORN STREET EXTENSION),
 BR1880'296 DEGREES AZIMUTH, 55.6 FT (16.95 M) FROM A PK NAIL W/ SHINER IN
 BR1880'THE FACING SIDE OF A POWER POLE, 80 DEGREES AZIMUTH, 53.4 FT
 BR1880'(16.28 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A CORNER
 BR1880'POST AT THE NORTHERLY ANGLE POINT OF A FENCE, 45 DEGREES AZIMUTH,
 BR1880'87.5 FT (26.67 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A
 BR1880'CORNER POST AT THE SOUTHERLY ANGLE POINT OF A FENCE, 30 DEGREES
 BR1880'AZIMUTH, 1.9 FT (0.58 M) FROM A WITNESS POST.
 BR1880
 BR1880                          STATION RECOVERY (1998)
 BR1880
 BR1880'RECOVERY NOTE BY US POWER SQUADRON 1998
 BR1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1881 ***********************************************************************
 BR1881  DESIGNATION -  C 44
 BR1881  PID         -  BR1881
 BR1881  STATE/COUNTY-  GA/CHATHAM
 BR1881  USGS QUAD   -  BURROUGHS (1988)
 BR1881
 BR1881                         *CURRENT SURVEY CONTROL
 BR1881  ___________________________________________________________________
 BR1881* NAD 83(1994)-  31 59 00.59977(N)    081 10 51.86756(W)     ADJUSTED  
 BR1881* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 BR1881  ___________________________________________________________________
 BR1881  X           -     830,186.949 (meters)                     COMP
 BR1881  Y           -  -5,350,989.768 (meters)                     COMP
 BR1881  Z           -   3,358,866.898 (meters)                     COMP
 BR1881  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 BR1881  ELLIP HEIGHT-         -24.12  (meters)          (09/03/97) GPS OBS
 BR1881  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 BR1881
 BR1881  HORZ ORDER  -  SECOND
 BR1881  ELLP ORDER  -  FOURTH    CLASS II
 BR1881
 BR1881.The horizontal coordinates were established by GPS observations
 BR1881.and adjusted by the National Geodetic Survey in September 1997..
 BR1881
 BR1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1881
 BR1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1881
 BR1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1881
 BR1881.The ellipsoidal height was determined by GPS observations
 BR1881.and is referenced to NAD 83.
 BR1881
 BR1881.The geoid height was determined by GEOID03.
 BR1881
 BR1881;                    North         East     Units Scale Factor Converg.
 BR1881;SPC GA E     -   220,311.756   293,141.109   MT  1.00000695   +0 31 19.5
 BR1881;SPC GA E     -   722,806.15    961,747.12   sFT  1.00000695   +0 31 19.5
 BR1881;UTM  17      - 3,538,621.106   482,893.488   MT  0.99960361   -0 05 45.3
 BR1881
 BR1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1881!SPC GA E     -   1.00000379  x   1.00000695  =   1.00001074
 BR1881!UTM  17      -   1.00000379  x   0.99960361  =   0.99960740
 BR1881
 BR1881                          SUPERSEDED SURVEY CONTROL
 BR1881
 BR1881  NAD 83(1986)-  31 59 00.61345(N)    081 10 51.87988(W) AD(       ) 2
 BR1881  NGVD 29 (03/03/92)    7.2    (m)           24.     (f) GPS OBS        
 BR1881
 BR1881.Superseded values are not recommended for survey control.
 BR1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1881.See file dsdata.txt to determine how the superseded data were derived.
 BR1881
 BR1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8289338621(NAD 83)
 BR1881_MARKER: DD = SURVEY DISK
 BR1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1881_SP_SET: CONCRETE POST
 BR1881_STAMPING: C 44 MARCH 1990
 BR1881_MARK LOGO: GA4910
 BR1881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1881+STABILITY: SURFACE MOTION
 BR1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1881+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2001
 BR1881
 BR1881  HISTORY     - Date     Condition        Report By
 BR1881  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1881  HISTORY     - 19980210 GOOD             USPSQD
 BR1881  HISTORY     - 20011115 GOOD             WOLVER
 BR1881
 BR1881                          STATION DESCRIPTION
 BR1881
 BR1881'DESCRIBED BY GEONEX 1990
 BR1881'STATION IS LOCATED SOUTHWEST OF SAVANNAH NEAR THE SOUTHWESTERLY CORNER
 BR1881'OF HUNTER ARMY AIRFIELD AT THE INTERSECTION OF STATE HIGHWAY 204
 BR1881'(ABERCORN STREET EXTENSION) AND THE LITTLE OGEECHEE RIVER. IT IS
 BR1881'APPROXIMATELY 7.7 MI (12.39 KM) NORTHEAST FROM RICHMOND HILL AND 9.7
 BR1881'MI (15.61 KM) SOUTH- SOUTHEAST FROM POOLER.
 BR1881'TO REACH STATION C 44 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1881'(ABERCORN STREET EXTENSION) AND U.S. HIGHWAY 17 (ATLANTIC COAST
 BR1881'HIGHWAY), GO EAST-SOUTHEAST ALONG STATE HIGHWAY 204 (ABERCORN STREET
 BR1881'EXTENSION) FOR 2.0 MI (3.22 KM) TO THE INTERSECTION WITH KING GEORGE
 BR1881'BOULEVARD. CONTINUE EASTERLY ALONG STATE HIGHWAY 204 (ABERCORN STREET
 BR1881'EXTENSION)FOR 2.1 MI (3.38 KM) TO THE BRIDGE CROSSING THE LITTLE
 BR1881'OGEECHEE RIVER. CONTINUE EASTERLY ALONG STATE HIGHWAY 204 (ABERCORN
 BR1881'STREET EXTENSION), CROSSING THE BRIDGE TO THE STATION OF THE RIGHT.
 BR1881'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1881'STAMPED ---C 44  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1881'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 BR1881'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1881'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1881'LOCATED 19.3 FT (5.88 M) SOUTH-SOUTHEAST FROM A PK NAIL W/ SHINER IN
 BR1881'THE PAINT STRIP ALONG THE SOUTHERLY SIDE OF STATE HIGHWAY 204
 BR1881'(ABERCORN STREET EXTENSION), 102 DEGREES AZIMUTH, 69.7 FT (21.24 M)
 BR1881'FROM THE SOUTHWEST CORNER OF THE EAST CONCRETE BRIDGE ABUTMENT, 148
 BR1881'DEGREES AZIMUTH, 15.7 FT (4.79 M) FROM A SOUTHERN BELL MANHOLE, AND
 BR1881'358 DEGREES AZIMUTH, 74.0 FT (22.56 M) FROM THE CENTER OF A TELEPHONE
 BR1881'PEDESTAL.
 BR1881
 BR1881                          STATION RECOVERY (1998)
 BR1881
 BR1881'RECOVERY NOTE BY US POWER SQUADRON 1998
 BR1881'RECOVERED IN GOOD CONDITION.
 BR1881
 BR1881                          STATION RECOVERY (2001)
 BR1881
 BR1881'RECOVERY NOTE BY WOLVERTON AND ASSOCIATES 2001 (LMB)
 BR1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1882 ***********************************************************************
 BR1882  DESIGNATION -  C 45
 BR1882  PID         -  BR1882
 BR1882  STATE/COUNTY-  GA/CHATHAM
 BR1882  USGS QUAD   -  BURROUGHS (1988)
 BR1882
 BR1882                         *CURRENT SURVEY CONTROL
 BR1882  ___________________________________________________________________
 BR1882* NAD 83(1994)-  31 58 10.29337(N)    081 14 23.30542(W)     ADJUSTED  
 BR1882* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BR1882  ___________________________________________________________________
 BR1882  X           -     824,826.003 (meters)                     COMP
 BR1882  Y           -  -5,352,647.070 (meters)                     COMP
 BR1882  Z           -   3,357,551.292 (meters)                     COMP
 BR1882  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BR1882  ELLIP HEIGHT-         -26.39  (meters)          (09/03/97) GPS OBS
 BR1882  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 BR1882
 BR1882  HORZ ORDER  -  SECOND
 BR1882  ELLP ORDER  -  FOURTH    CLASS II
 BR1882
 BR1882.The horizontal coordinates were established by GPS observations
 BR1882.and adjusted by the National Geodetic Survey in September 1997..
 BR1882
 BR1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1882
 BR1882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1882
 BR1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1882
 BR1882.The ellipsoidal height was determined by GPS observations
 BR1882.and is referenced to NAD 83.
 BR1882
 BR1882.The geoid height was determined by GEOID03.
 BR1882
 BR1882;                    North         East     Units Scale Factor Converg.
 BR1882;SPC GA E     -   218,713.223   287,603.762   MT  0.99999462   +0 29 26.8
 BR1882;SPC GA E     -   717,561.63    943,580.01   sFT  0.99999462   +0 29 26.8
 BR1882;UTM  17      - 3,537,082.988   477,341.424   MT  0.99960633   -0 07 37.1
 BR1882
 BR1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1882!SPC GA E     -   1.00000414  x   0.99999462  =   0.99999876
 BR1882!UTM  17      -   1.00000414  x   0.99960633  =   0.99961047
 BR1882
 BR1882                          SUPERSEDED SURVEY CONTROL
 BR1882
 BR1882  NAD 83(1986)-  31 58 10.30639(N)    081 14 23.31756(W) AD(       ) 2
 BR1882  NGVD 29 (03/03/92)    4.8    (m)           16.     (f) GPS OBS        
 BR1882
 BR1882.Superseded values are not recommended for survey control.
 BR1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1882.See file dsdata.txt to determine how the superseded data were derived.
 BR1882
 BR1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7734137083(NAD 83)
 BR1882_MARKER: DD = SURVEY DISK
 BR1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1882_SP_SET: CONCRETE POST
 BR1882_STAMPING: C 45 MARCH 1990
 BR1882_MARK LOGO: GA4910
 BR1882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1882+STABILITY: SURFACE MOTION
 BR1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1882+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1882
 BR1882  HISTORY     - Date     Condition        Report By
 BR1882  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1882
 BR1882                          STATION DESCRIPTION
 BR1882
 BR1882'DESCRIBED BY GEONEX 1990
 BR1882'STATION IS LOCATED SOUTHWEST OF SAVANNAH ALONG WILD HORN ROAD
 BR1882'APPROXIMATELY 0.5 MI (0.80 KM) SOUTHEAST FROM BURROUGHS, 4.7 MI
 BR1882'(7.56 KM) NORTHEAST FROM RICHMOND HILL, 9.9 MI (15.93 KM) SOUTH FROM
 BR1882'POOLER, AND 1.7 MI (2.74 KM) WEST OF THE GROVE RIVER.
 BR1882'TO REACH STATION C 45 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1882'(ABERCORN STREET EXTENSION) AND U.S. HIGHWAY 17 (ATLANTIC COAST
 BR1882'HIGHWAY), GO EAST-SOUTHEAST ALONG STATE HIGHWAY 204 (ABERCORN STREET
 BR1882'EXTENSION) FOR 2.0 MI (3.22 KM) TO THE INTERSECTION WITH KING GEORGE
 BR1882'BOULEVARD. TURN RIGHT AND GO SOUTHWESTERLY ALONG KING GEORGE
 BR1882'BOULEVARD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH GROVE POINT
 BR1882'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH ALONG GROVE
 BR1882'POINT ROAD FOR 1.0 MI (1.61 KM) TO THE INTERSECTION WITH WILD HORN
 BR1882'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ALONG WILD HORN ROAD FOR
 BR1882'1.2 MI (1.93 KM) TO THE STATION ON THE RIGHT.
 BR1882'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1882'STAMPED ---C 45  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1882'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.1 FT (0.03 M)
 BR1882'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1882'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1882'LOCATED 0.2 MI (0.32 KM) WEST OF CHEVIS ROAD, 25 FT (7.62 M) NORTH
 BR1882'FROM THE CENTERLINE OF WILD HORN ROAD, EAST OF A DIRT DRIVE, 265
 BR1882'DEGREES AZIMUTH, 11.2 FT (3.41 M) FROM A PK NAIL W/ SHINER IN THE
 BR1882'FACING SIDE OF A LONE WOOD POST, 102 DEGREES AZIMUTH, 80.4 FT
 BR1882'(24.51 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE
 BR1882', 130 DEGREES AZIMUTH, AND 73.0 FT (22.25 M) FROM A PK NAIL W/ SHINER
 BR1882'IN THE FACING SIDE OF A PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1883 ***********************************************************************
 BR1883  DESIGNATION -  C 46
 BR1883  PID         -  BR1883
 BR1883  STATE/COUNTY-  GA/CHATHAM
 BR1883  USGS QUAD   -  BURROUGHS (1988)
 BR1883
 BR1883                         *CURRENT SURVEY CONTROL
 BR1883  ___________________________________________________________________
 BR1883* NAD 83(1994)-  31 57 20.37087(N)    081 12 39.16302(W)     ADJUSTED  
 BR1883* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 BR1883  ___________________________________________________________________
 BR1883  X           -     827,652.431 (meters)                     COMP
 BR1883  Y           -  -5,353,031.930 (meters)                     COMP
 BR1883  Z           -   3,356,245.178 (meters)                     COMP
 BR1883  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BR1883  ELLIP HEIGHT-         -29.31  (meters)          (09/03/97) GPS OBS
 BR1883  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 BR1883
 BR1883  HORZ ORDER  -  SECOND
 BR1883  ELLP ORDER  -  FOURTH    CLASS II
 BR1883
 BR1883.The horizontal coordinates were established by GPS observations
 BR1883.and adjusted by the National Geodetic Survey in September 1997..
 BR1883
 BR1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1883
 BR1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1883
 BR1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1883
 BR1883.The ellipsoidal height was determined by GPS observations
 BR1883.and is referenced to NAD 83.
 BR1883
 BR1883.The geoid height was determined by GEOID03.
 BR1883
 BR1883;                    North         East     Units Scale Factor Converg.
 BR1883;SPC GA E     -   217,199.371   290,351.675   MT  1.00000064   +0 30 21.2
 BR1883;SPC GA E     -   712,594.94    952,595.45   sFT  1.00000064   +0 30 21.2
 BR1883;UTM  17      - 3,535,540.208   480,071.788   MT  0.99960490   -0 06 41.8
 BR1883
 BR1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1883!SPC GA E     -   1.00000460  x   1.00000064  =   1.00000524
 BR1883!UTM  17      -   1.00000460  x   0.99960490  =   0.99960950
 BR1883
 BR1883                          SUPERSEDED SURVEY CONTROL
 BR1883
 BR1883  NAD 83(1986)-  31 57 20.38422(N)    081 12 39.17533(W) AD(       ) 2
 BR1883  NGVD 29 (03/03/92)    1.9    (m)            6.     (f) GPS OBS        
 BR1883
 BR1883.Superseded values are not recommended for survey control.
 BR1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1883.See file dsdata.txt to determine how the superseded data were derived.
 BR1883
 BR1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8007235540(NAD 83)
 BR1883_MARKER: DD = SURVEY DISK
 BR1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1883_SP_SET: CONCRETE POST
 BR1883_STAMPING: C 46 MARCH 1990
 BR1883_MARK LOGO: GA4910
 BR1883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1883+STABILITY: SURFACE MOTION
 BR1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1883+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1883
 BR1883  HISTORY     - Date     Condition        Report By
 BR1883  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1883
 BR1883                          STATION DESCRIPTION
 BR1883
 BR1883'DESCRIBED BY GEONEX 1990
 BR1883'STATION IS LOCATED SOUTHWEST OF SAVANNAH NEAR GROVE POINT ALONG A
 BR1883'PRIVATE DRIVE INTERSECTING GROVE POINT ROAD, APPROXIMATELY 5.5 MI
 BR1883'(8.85 KM) EAST-NORTHEAST FROM RICHMOND HILL, 11.1 MI (17.86 KM)
 BR1883'SOUTH-SOUTHEAST FROM POOLER, AND 0.1 MI (0.16 KM) SOUTHWEST FROM THE
 BR1883'GROVE RIVER.
 BR1883'TO REACH STATION C 46 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1883'(ABERCORN STREET EXTENSION) AND U.S. HIGHWAY 17 (ATLANTIC COAST
 BR1883'HIGHWAY), GO EAST-SOUTHEAST ALONG STATE HIGHWAY 204 (ABERCORN STREET
 BR1883'EXTENSION) FOR 2.0 MI (3.22 KM) TO THE INTERSECTION WITH KING GEORGE
 BR1883'BOULEVARD. TURN RIGHT AND GO SOUTHWESTERLY ALONG KING GEORGE
 BR1883'BOULEVARD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH GROVE POINT
 BR1883'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH ALONG GROVE
 BR1883'POINT ROAD FOR 1.0 MI (1.61 KM) TO THE INTERSECTION WITH WILD HORN
 BR1883'ROAD ON THE RIGHT.  CONTINUE SOUTHERLY ALONG GROVE POINT ROAD FOR
 BR1883'1.25 MI (2.01 KM) TO A PRIVATE ASPHALT DRIVE ON THE LEFT, WITH RED
 BR1883'BRICK ENTRY, PRECEDING A WHITE BLOCK GATE AT THE END OF THE PUBLIC
 BR1883'ROAD.  TURN LEFT AND GO NORTHEASTERLY ALONG THE PRIVATE DRIVE FOR
 BR1883'0.25 MI (0.40 KM) TO A POWER LINE CROSSING THE ROAD AND THE STATION
 BR1883'ON THE LEFT.
 BR1883'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1883'STAMPED ---C 46  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1883'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.1 FT (0.03 M)
 BR1883'ABOVE GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1883'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1883'LOCATED 348 DEGREES AZIMUTH, 10.1 FT (3.08 M) FROM A PK NAIL W/
 BR1883'SHINER IN THE NORTHWESTERLY EDGE OF THE ROAD, 256 DEGREES AZIMUTH,
 BR1883'87.5 FT (26.67 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A
 BR1883'POWER POLE, 63 DEGREES AZIMUTH, 38.5 FT (11.73 M) FROM A PK NAIL W/
 BR1883'SHINER IN THE NORTHWESTERLY EDGE OF THE ROAD, AND SOUTH, 2.0 FT
 BR1883'(0.61 M) FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0329 ***********************************************************************
 CL0329  DESIGNATION -  C 46=TRILBY RM
 CL0329  PID         -  CL0329
 CL0329  STATE/COUNTY-  GA/LAURENS
 CL0329  USGS QUAD   -  DUBLIN (1985)
 CL0329
 CL0329                         *CURRENT SURVEY CONTROL
 CL0329  ___________________________________________________________________
 CL0329* NAD 83(1986)-  32 32 29.     (N)    082 53 46.     (W)     SCALED    
 CL0329* NAVD 88     -        57.764  (meters)     189.51   (feet)  ADJUSTED  
 CL0329  ___________________________________________________________________
 CL0329  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CL0329  DYNAMIC HT  -          57.698 (meters)     189.30  (feet)  COMP
 CL0329  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 CL0329
 CL0329  VERT ORDER  -  FIRST     CLASS II
 CL0329
 CL0329.The horizontal coordinates were scaled from a topographic map and have
 CL0329.an estimated accuracy of +/- 6 seconds.
 CL0329
 CL0329.The orthometric height was determined by differential leveling
 CL0329.and adjusted by the National Geodetic Survey in June 1991..
 CL0329
 CL0329.The geoid height was determined by GEOID03.
 CL0329
 CL0329.The dynamic height is computed by dividing the NAVD 88
 CL0329.geopotential number by the normal gravity value computed on the
 CL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0329.degrees latitude (g = 980.6199 gals.).
 CL0329
 CL0329.The modeled gravity was interpolated from observed gravity values.
 CL0329
 CL0329;                    North         East    Units  Estimated Accuracy
 CL0329;SPC GA E     -   281,980.      131,490.      MT  (+/- 180 meters Scaled)
 CL0329
 CL0329                          SUPERSEDED SURVEY CONTROL
 CL0329
 CL0329  NGVD 29 (??/??/92)   57.93   (m)          190.1    (f) COMPUTED    1 2
 CL0329
 CL0329.Superseded values are not recommended for survey control.
 CL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0329.See file dsdata.txt to determine how the superseded data were derived.
 CL0329
 CL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS219020(NAD 83)
 CL0329_MARKER: DR = REFERENCE MARK DISK
 CL0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0329_STAMPING: ELE 190.039 C 46 TRILBY 1918
 CL0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0329+STABILITY: SURFACE MOTION
 CL0329
 CL0329  HISTORY     - Date     Condition        Report By
 CL0329  HISTORY     - 1918     MONUMENTED       CGS
 CL0329  HISTORY     - 1962     MARK NOT FOUND   NGS
 CL0329
 CL0329                          STATION DESCRIPTION
 CL0329
 CL0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 CL0329'0.7 MI NE FROM DUBLIN.
 CL0329'0.7 MILE EAST-NORTHEAST ALONG THE WRIGHTSVILLE AND TENNILLE
 CL0329'RAILROAD FROM THE STATION AT DUBLIN, LAURENS COUNTY, 0.6 MILE EAST
 CL0329'OF THE COURTHOUSE SQUARE, AT A STREET CROSSING, 72.3 FEET NORTHWEST
 CL0329'OF THE NORTHWEST RAIL OF THE MAIN-LINE TRACK, 22 FEET NORTHEAST OF
 CL0329'THE CENTERLINE OF RODGERS STREET, 7 FEET NORTH-NORTHEAST OF A
 CL0329'POWERLINE POLE, AND 2.7 FEET LOWER THAN THE TOP OF THE RAIL.  A
 CL0329'STANDARD REFERENCE-MARK DISK, STAMPED ELE 190.039 C 46 TRILEY
 CL0329'1918 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CL0329'ABOVE GROUND.
 CL0329
 CL0329                          STATION RECOVERY (1962)
 CL0329
 CL0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1884 ***********************************************************************
 BR1884  DESIGNATION -  C 47
 BR1884  PID         -  BR1884
 BR1884  STATE/COUNTY-  GA/CHATHAM
 BR1884  USGS QUAD   -  BURROUGHS (1988)
 BR1884
 BR1884                         *CURRENT SURVEY CONTROL
 BR1884  ___________________________________________________________________
 BR1884* NAD 83(1994)-  31 57 08.30994(N)    081 08 40.61154(W)     ADJUSTED  
 BR1884* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 BR1884  ___________________________________________________________________
 BR1884  X           -     833,873.408 (meters)                     COMP
 BR1884  Y           -  -5,352,267.482 (meters)                     COMP
 BR1884  Z           -   3,355,931.282 (meters)                     COMP
 BR1884  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BR1884  ELLIP HEIGHT-         -26.84  (meters)          (09/03/97) GPS OBS
 BR1884  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 BR1884
 BR1884  HORZ ORDER  -  SECOND
 BR1884  ELLP ORDER  -  FOURTH    CLASS II
 BR1884
 BR1884.The horizontal coordinates were established by GPS observations
 BR1884.and adjusted by the National Geodetic Survey in September 1997..
 BR1884
 BR1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1884
 BR1884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1884
 BR1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1884
 BR1884.The ellipsoidal height was determined by GPS observations
 BR1884.and is referenced to NAD 83.
 BR1884
 BR1884.The geoid height was determined by GEOID03.
 BR1884
 BR1884;                    North         East     Units Scale Factor Converg.
 BR1884;SPC GA E     -   216,885.116   296,619.503   MT  1.00001509   +0 32 27.3
 BR1884;SPC GA E     -   711,563.92    973,159.15   sFT  1.00001509   +0 32 27.3
 BR1884;UTM  17      - 3,535,158.577   486,333.333   MT  0.99960230   -0 04 35.5
 BR1884
 BR1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1884!SPC GA E     -   1.00000421  x   1.00001509  =   1.00001930
 BR1884!UTM  17      -   1.00000421  x   0.99960230  =   0.99960651
 BR1884
 BR1884                          SUPERSEDED SURVEY CONTROL
 BR1884
 BR1884  NAD 83(1986)-  31 57 08.32343(N)    081 08 40.62409(W) AD(       ) 2
 BR1884  NGVD 29 (03/03/92)    4.5    (m)           15.     (f) GPS OBS        
 BR1884
 BR1884.Superseded values are not recommended for survey control.
 BR1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1884.See file dsdata.txt to determine how the superseded data were derived.
 BR1884
 BR1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8633335159(NAD 83)
 BR1884_MARKER: DD = SURVEY DISK
 BR1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1884_SP_SET: CONCRETE POST
 BR1884_STAMPING: C 47 MARCH 1990
 BR1884_MARK LOGO: GA4910
 BR1884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1884+STABILITY: SURFACE MOTION
 BR1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1884+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1884
 BR1884  HISTORY     - Date     Condition        Report By
 BR1884  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1884
 BR1884                          STATION DESCRIPTION
 BR1884
 BR1884'DESCRIBED BY GEONEX 1990
 BR1884'STATION IS LOCATED SOUTH OF SAVANNAH IN THE MOUNT HERMAN AREA OF THE
 BR1884'CITY, WITHIN THE COMPOUND OF A SAVANNAH ELECTRIC AND POWER COMPANY
 BR1884'SUBSTATION ALONG WHITE BLUFF ROAD.  CONTACT MR. PAUL H. LESTER,
 BR1884'R.L.S., AT (912) 944-3711 TO OBTAIN A KEY TO THE GATE AND PERMISSION
 BR1884'TO ACCESS THE STATION.
 BR1884'TO REACH STATION C 47 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1884'(ABERCORN STREET) AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH ALONG
 BR1884'STATE HIGHWAY 204 (ABERCORN STREET) FOR 1.6 MI (2.57 KM) TO THE
 BR1884'INTERSECTION WITH MALL BOULEVARD. CONTINUE SOUTHWEST ALONG STATE
 BR1884'HIGHWAY 204 (ABERCORN STREET) FOR 0.7 MI (1.13 KM) TO THE
 BR1884'INTERSECTION WITH MONTGOMERY CROSS ROAD.  TURN LEFT AND GO EAST ALONG
 BR1884'MONTGOMERY CROSS ROAD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH
 BR1884'WHITE BLUFF ROAD.  TURN RIGHT AND GO SOUTH ALONG WHITE BLUFF ROAD FOR
 BR1884'2.1 MI (3.38 KM) TO THE INTERSECTION WITH DAVIDSON AVENUE ON THE
 BR1884'LEFT.  CONTINUE SOUTH ALONG WHITE BLUFF ROAD FOR 0.7 MI (1.13 KM) TO
 BR1884'A CURVE TO THE RIGHT AND  A Y INTERSECTION WITH OLD COFFEE BLUFF
 BR1884'ROAD.  CONTINUE SOUTHWESTERLY ALONG WHITE BLUFF ROAD FOR 0.8 MI
 BR1884'(1.29 KM) TO THE MAIN ENTRANCE TO A POWER SUBSTATION ON THE LEFT.
 BR1884'TURN LEFT, GO WEST THROUGH A GATE IN A CHAIN LINK FENCE, AND CONTINUE
 BR1884'WEST ALONG THE ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON
 BR1884'THE LEFT.
 BR1884'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1884'STAMPED ---C 47  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 BR1884'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT (0.06 M)
 BR1884'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 BR1884'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 BR1884'LOCATED 18 FT (5.49 M) NORTH OF THE ROAD, 125 DEGREES AZIMUTH, 46.1
 BR1884'FT (14.05 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER
 BR1884'POLE LOCATED NORTH OF THE ROAD ALONG A NORTH-SOUTH LINE, 197 DEGREES
 BR1884'AZIMUTH, 133.1 FT (40.57 M) FROM A PK NAIL W/ SHINER IN THE FACING
 BR1884'SIDE OF A POWER POLE ALONG AN EAST-WEST LINE NEAR THE NORTH SIDE OF
 BR1884'THE COMPOUND, 350 DEGREES AZIMUTH, 130.8 FT (39.87 M) FROM THE
 BR1884'NORTHWEST CORNER OF A METAL BUILDING, AND SOUTH, 2.0 FT (0.61 M) FROM
 BR1884'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1885 ***********************************************************************
 BR1885  DESIGNATION -  C 48
 BR1885  PID         -  BR1885
 BR1885  STATE/COUNTY-  GA/CHATHAM
 BR1885  USGS QUAD   -  BURROUGHS (1988)
 BR1885
 BR1885                         *CURRENT SURVEY CONTROL
 BR1885  ___________________________________________________________________
 BR1885* NAD 83(1994)-  31 56 12.36914(N)    081 09 12.53781(W)     ADJUSTED  
 BR1885* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BR1885  ___________________________________________________________________
 BR1885  X           -     833,185.209 (meters)                     COMP
 BR1885  Y           -  -5,353,297.612 (meters)                     COMP
 BR1885  Z           -   3,354,469.351 (meters)                     COMP
 BR1885  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 BR1885  ELLIP HEIGHT-         -26.48  (meters)          (09/03/97) GPS OBS
 BR1885  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 BR1885
 BR1885  HORZ ORDER  -  SECOND
 BR1885  ELLP ORDER  -  FOURTH    CLASS II
 BR1885
 BR1885.The horizontal coordinates were established by GPS observations
 BR1885.and adjusted by the National Geodetic Survey in September 1997..
 BR1885
 BR1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1885
 BR1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1885
 BR1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1885
 BR1885.The ellipsoidal height was determined by GPS observations
 BR1885.and is referenced to NAD 83.
 BR1885
 BR1885.The geoid height was determined by GEOID03.
 BR1885
 BR1885;                    North         East     Units Scale Factor Converg.
 BR1885;SPC GA E     -   215,154.220   295,797.214   MT  1.00001314   +0 32 09.6
 BR1885;SPC GA E     -   705,885.14    970,461.36   sFT  1.00001314   +0 32 09.6
 BR1885;UTM  17      - 3,533,437.350   485,492.788   MT  0.99960260   -0 04 52.3
 BR1885
 BR1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1885!SPC GA E     -   1.00000416  x   1.00001314  =   1.00001730
 BR1885!UTM  17      -   1.00000416  x   0.99960260  =   0.99960676
 BR1885
 BR1885                          SUPERSEDED SURVEY CONTROL
 BR1885
 BR1885  NAD 83(1986)-  31 56 12.38258(N)    081 09 12.55096(W) AD(       ) 2
 BR1885  NGVD 29 (03/03/92)    4.8    (m)           16.     (f) GPS OBS        
 BR1885
 BR1885.Superseded values are not recommended for survey control.
 BR1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1885.See file dsdata.txt to determine how the superseded data were derived.
 BR1885
 BR1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8549333437(NAD 83)
 BR1885_MARKER: DD = SURVEY DISK
 BR1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1885_SP_SET: CONCRETE POST
 BR1885_STAMPING: C 48 MARCH 1990
 BR1885_MARK LOGO: GA4910
 BR1885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1885+STABILITY: SURFACE MOTION
 BR1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1885+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BR1885
 BR1885  HISTORY     - Date     Condition        Report By
 BR1885  HISTORY     - 1990     MONUMENTED       GEONEX
 BR1885
 BR1885                          STATION DESCRIPTION
 BR1885
 BR1885'DESCRIBED BY GEONEX 1990
 BR1885'STATION IS LOCATED SOUTH OF SAVANNAH NEAR THE NORTH BANK OF THE LITTLE
 BR1885'OGEECHEE RIVER AT THE COFFEE BLUFF MARINA (14915 WHITE BLUFF ROAD).
 BR1885'CONTACT MR. LEN JORDAN AT THE COFFEE BLUFF MARINA, (912) 925-9030, OR
 BR1885'AT JORDAN MARINE, (912) 355-8333 FOR PERMISSION TO ACCESS THE
 BR1885'STATION.
 BR1885'TO REACH STATION C 48 FROM THE INTERSECTION OF STATE HIGHWAY 204
 BR1885'(ABERCORN STREET) AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH ALONG
 BR1885'STATE HIGHWAY 204 (ABERCORN STREET) FOR 1.6 MI (2.57 KM) TO THE
 BR1885'INTERSECTION WITH MALL BOULEVARD. CONTINUE SOUTHWEST ALONG STATE
 BR1885'HIGHWAY 204 (ABERCORN STREET) FOR 0.7 MI (1.13 KM) TO THE
 BR1885'INTERSECTION WITH MONTGOMERY CROSS ROAD.  TURN LEFT AND GO EAST ALONG
 BR1885'MONTGOMERY CROSS ROAD FOR 0.3 MI (0.48 KM) TO THE INTERSECTION WITH
 BR1885'WHITE BLUFF ROAD.  TURN RIGHT AND GO SOUTH ALONG WHITE BLUFF ROAD FOR
 BR1885'2.1 MI (3.38 KM) TO THE INTERSECTION WITH DAVIDSON AVENUE ON THE
 BR1885'LEFT.  CONTINUE SOUTH ALONG WHITE BLUFF ROAD FOR 0.7 MI (1.13 KM) TO
 BR1885'A CURVE TO THE RIGHT AND  A Y INTERSECTION WITH OLD COFFEE BLUFF
 BR1885'ROAD.  CONTINUE SOUTHWESTERLY ALONG WHITE BLUFF ROAD FOR 2.0 MI
 BR1885'(3.22 KM) TO THE INTERSECTION WITH EAST BACK STREET, THE TERMINUS OF
 BR1885'WHITE BLUFF ROAD AND THE ENTRANCE TO THE COFFEE BLUFF MARINA.
 BR1885'CONTINUE SOUTHWEST ALONG THE ASPHALT ROAD INTO THE MARINA FOR
 BR1885'APPROXIMATELY 150 FT (45.72 M) TO THE STATION ON THE LEFT.
 BR1885'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 BR1885'STAMPED ---C 48  MARCH 1990---, SET IN THE TOP OF A 6 INCH DIAMETER
 BR1885'BY 40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.2 FT
 BR1885'(0.06 M) BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH
 BR1885'LENGTH OF 5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT
 BR1885'IS LOCATED APPROXIMATELY 10 FT (3.05 M) SOUTHEAST FROM THE SOUTHEAST
 BR1885'EDGE OF THE ASPHALT ROAD, NORTHWEST FROM THE MOST NORTHERLY CORNER OF
 BR1885'A LONG BOAT GARAGE, AND ALONG THE NORTHWESTERLY EXTENSION OF THE
 BR1885'NORTHEAST WALL OF THE LONG BOAT GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1261 ***********************************************************************
 DG1261  DESIGNATION -  C 5
 DG1261  PID         -  DG1261
 DG1261  STATE/COUNTY-  GA/POLK
 DG1261  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG1261
 DG1261                         *CURRENT SURVEY CONTROL
 DG1261  ___________________________________________________________________
 DG1261* NAD 83(1986)-  33 58 25.     (N)    085 01 25.     (W)     SCALED    
 DG1261* NAVD 88     -       268.560  (meters)     881.10   (feet)  ADJUSTED  
 DG1261  ___________________________________________________________________
 DG1261  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG1261  DYNAMIC HT  -         268.270 (meters)     880.15  (feet)  COMP
 DG1261  MODELED GRAV-     979,551.1   (mgal)                       NAVD 88
 DG1261
 DG1261  VERT ORDER  -  FIRST     CLASS I
 DG1261
 DG1261.The horizontal coordinates were scaled from a topographic map and have
 DG1261.an estimated accuracy of +/- 6 seconds.
 DG1261
 DG1261.The orthometric height was determined by differential leveling
 DG1261.and adjusted by the National Geodetic Survey in June 1991..
 DG1261
 DG1261.The geoid height was determined by GEOID03.
 DG1261
 DG1261.The dynamic height is computed by dividing the NAVD 88
 DG1261.geopotential number by the normal gravity value computed on the
 DG1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1261.degrees latitude (g = 980.6199 gals.).
 DG1261
 DG1261.The modeled gravity was interpolated from observed gravity values.
 DG1261
 DG1261;                    North         East    Units  Estimated Accuracy
 DG1261;SPC GA W     -   440,910.      620,810.      MT  (+/- 180 meters Scaled)
 DG1261
 DG1261                          SUPERSEDED SURVEY CONTROL
 DG1261
 DG1261  NGVD 29 (??/??/92)  268.486  (m)          880.86   (f) ADJ UNCH    1 1
 DG1261
 DG1261.Superseded values are not recommended for survey control.
 DG1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1261.See file dsdata.txt to determine how the superseded data were derived.
 DG1261
 DG1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC825609(NAD 83)
 DG1261_MARKER: Q = CHISELED SQUARE
 DG1261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1261_SP_SET: CULVERT HEADWALL
 DG1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1261
 DG1261  HISTORY     - Date     Condition        Report By
 DG1261  HISTORY     - UNK      MONUMENTED       CGS
 DG1261  HISTORY     - 1959     GOOD             NGS
 DG1261  HISTORY     - 1968     GOOD             NGS
 DG1261
 DG1261                          STATION DESCRIPTION
 DG1261
 DG1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DG1261'2.5 MI SE FROM ROCKMART.
 DG1261'ABOUT 2.5 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 DG1261'FROM THE STATION AT ROCKMART, AT MILEPOST 616, 8 1/2 FEET SOUTH
 DG1261'OF THE SOUTH RAIL, 65 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 DG1261'THE MILEPOST, ON TOP OF THE NORTH EDGE OF THE SOUTH CONCRETE HEAD
 DG1261'WALL TO A 36-INCH PIPE CULVERT, 4 FEET EAST OF THE WEST END OF THE
 DG1261'HEAD WALL, 0.2 FOOT SOUTH OF THE NORTH EDGE OF THE HEAD WALL, ABOUT
 DG1261'2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A CHISELED SQUARE.
 DG1261
 DG1261                          STATION RECOVERY (1968)
 DG1261
 DG1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DG1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6196 ***********************************************************************
 CK6196  DESIGNATION -  C 5
 CK6196  PID         -  CK6196
 CK6196  STATE/COUNTY-  GA/CHATHAM
 CK6196  USGS QUAD   -  MELDRIM SE (1976)
 CK6196
 CK6196                         *CURRENT SURVEY CONTROL
 CK6196  ___________________________________________________________________
 CK6196* NAD 83(1994)-  32 06 34.73914(N)    081 18 33.77911(W)     ADJUSTED  
 CK6196* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 CK6196  ___________________________________________________________________
 CK6196  X           -     817,080.205 (meters)                     COMP
 CK6196  Y           -  -5,345,497.690 (meters)                     COMP
 CK6196  Z           -   3,370,723.294 (meters)                     COMP
 CK6196  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK6196  ELLIP HEIGHT-         -24.89  (meters)          (09/03/97) GPS OBS
 CK6196  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 CK6196
 CK6196  HORZ ORDER  -  SECOND
 CK6196  ELLP ORDER  -  FOURTH    CLASS II
 CK6196
 CK6196.The horizontal coordinates were established by GPS observations
 CK6196.and adjusted by the National Geodetic Survey in September 1997..
 CK6196
 CK6196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6196
 CK6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6196
 CK6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6196
 CK6196.The ellipsoidal height was determined by GPS observations
 CK6196.and is referenced to NAD 83.
 CK6196
 CK6196.The geoid height was determined by GEOID03.
 CK6196
 CK6196;                    North         East     Units Scale Factor Converg.
 CK6196;SPC GA E     -   234,196.200   280,904.098   MT  0.99998069   +0 27 20.5
 CK6196;SPC GA E     -   768,358.70    921,599.53   sFT  0.99998069   +0 27 20.5
 CK6196;UTM  17      - 3,552,631.535   470,811.883   MT  0.99961051   -0 09 52.0
 CK6196
 CK6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6196!SPC GA E     -   1.00000391  x   0.99998069  =   0.99998460
 CK6196!UTM  17      -   1.00000391  x   0.99961051  =   0.99961442
 CK6196
 CK6196                          SUPERSEDED SURVEY CONTROL
 CK6196
 CK6196  NAD 83(1986)-  32 06 34.75376(N)    081 18 33.79253(W) AD(       ) 2
 CK6196  NGVD 29 (03/03/92)    6.2    (m)           20.     (f) GPS OBS        
 CK6196
 CK6196.Superseded values are not recommended for survey control.
 CK6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6196.See file dsdata.txt to determine how the superseded data were derived.
 CK6196
 CK6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7081252632(NAD 83)
 CK6196_MARKER: DD = SURVEY DISK
 CK6196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6196_SP_SET: CONCRETE POST
 CK6196_STAMPING: C 5 MARCH 1990
 CK6196_MARK LOGO: GA4910
 CK6196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6196+STABILITY: SURFACE MOTION
 CK6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6196+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 CK6196
 CK6196  HISTORY     - Date     Condition        Report By
 CK6196  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6196  HISTORY     - 20041014 GOOD             INDIV
 CK6196
 CK6196                          STATION DESCRIPTION
 CK6196
 CK6196'DESCRIBED BY GEONEX 1990
 CK6196'STATION IS LOCATED IN THE W.E. TAYLOR RECREATION PARK ALONG PINE
 CK6196'BARREN ROAD, APPROXIMATELY 1.5 MI (2.41 KM) SOUTH-SOUTHEAST FROM
 CK6196'BLOOMINGDALE, 2.1 MI (3.38 KM) SOUTHEAST FROM THE CHATHAM
 CK6196'COUNTY-EFFINGHAM COUNTY LINE, AND 3.6 MI (5.79 KM) WEST-NORTHWEST
 CK6196'FROM POOLER.
 CK6196'TO REACH STATION C 5 FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CK6196'STATE HIGHWAY 17, IN BLOOMINGDALE, GO SOUTH ALONG STATE HIGHWAY 17
 CK6196'(CHERRY STREET) FOR 1.6 MI (2.57 KM) TO THE INTERSECTION WITH PINE
 CK6196'BARREN ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEASTERLY ALONG PINE
 CK6196'BARREN ROAD FOR 0.5 MI (0.80 KM) TO A DIRT DRIVE AND W.E. TAYLOR
 CK6196'RECREATION PARK ON THE LEFT. TURN LEFT, GO NORTHEASTERLY THROUGH THE
 CK6196'GATE AND CONTINUE NORTHEASTERLY ALONG THE DRIVE FOR APPROXIMATELY
 CK6196'0.05 MI (0.08 KM) TO A CONCRETE BASKETBALL COURT ON THE RIGHT.  THE
 CK6196'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE BASKETBALL COURT.
 CK6196'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6196'STAMPED ---C 5  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6196'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6196'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6196'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6196'SOUTHEAST, 6.1 FT (1.86 M) FROM THE SOUTHWEST CORNER OF THE
 CK6196'BASKETBALL COURT, SOUTH, 25.4 FT (7.74 M) FROM THE SOUTH BASKETBALL
 CK6196'POLE, AND NORTHWEST, 51.7 FT (15.76 M) FROM AN OVERHEAD POWER LINE.
 CK6196
 CK6196                          STATION RECOVERY (2004)
 CK6196
 CK6196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RW)
 CK6196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0320 ***********************************************************************
 DG0320  DESIGNATION -  C 50
 DG0320  PID         -  DG0320
 DG0320  STATE/COUNTY-  GA/FULTON
 DG0320  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0320
 DG0320                         *CURRENT SURVEY CONTROL
 DG0320  ___________________________________________________________________
 DG0320* NAD 83(1986)-  33 47 58.     (N)    084 23 33.     (W)     SCALED    
 DG0320* NAVD 88     -       265.858  (meters)     872.24   (feet)  ADJUSTED  
 DG0320  ___________________________________________________________________
 DG0320  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DG0320  DYNAMIC HT  -         265.563 (meters)     871.27  (feet)  COMP
 DG0320  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 DG0320
 DG0320  VERT ORDER  -  FIRST     CLASS II
 DG0320
 DG0320.The horizontal coordinates were scaled from a topographic map and have
 DG0320.an estimated accuracy of +/- 6 seconds.
 DG0320
 DG0320.The orthometric height was determined by differential leveling
 DG0320.and adjusted by the National Geodetic Survey in June 1991..
 DG0320
 DG0320.The geoid height was determined by GEOID03.
 DG0320
 DG0320.The dynamic height is computed by dividing the NAVD 88
 DG0320.geopotential number by the normal gravity value computed on the
 DG0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0320.degrees latitude (g = 980.6199 gals.).
 DG0320
 DG0320.The modeled gravity was interpolated from observed gravity values.
 DG0320
 DG0320;                    North         East    Units  Estimated Accuracy
 DG0320;SPC GA W     -   421,280.      679,090.      MT  (+/- 180 meters Scaled)
 DG0320
 DG0320                          SUPERSEDED SURVEY CONTROL
 DG0320
 DG0320  NGVD 29 (??/??/92)  265.808  (m)          872.07   (f) ADJ UNCH    1 2
 DG0320
 DG0320.Superseded values are not recommended for survey control.
 DG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0320.See file dsdata.txt to determine how the superseded data were derived.
 DG0320
 DG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC413429(NAD 83)
 DG0320_MARKER: DB = BENCH MARK DISK
 DG0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG0320_SP_SET: PILLAR
 DG0320_STAMPING: C 50 1932 872.075
 DG0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG0320
 DG0320  HISTORY     - Date     Condition        Report By
 DG0320  HISTORY     - 1932     MONUMENTED       CGS
 DG0320  HISTORY     - 1953     GOOD             NGS
 DG0320
 DG0320                          STATION DESCRIPTION
 DG0320
 DG0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0320'AT ATLANTA.
 DG0320'LOCATED AT THE PEACHTREE STATION OF THE SOUTHERN RAILROAD, IN THE
 DG0320'NORTH FACE OF THE THIRD PILLAR FROM THE WEST END OF THE OVERPASS
 DG0320'ON PEACHTREE ST.  IT IS A STANDARD BENCH MARK DISK SET VERTICALLY
 DG0320'IN THE PILLAR ABOUT 5 FEET ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0638 ***********************************************************************
 ED0638  DESIGNATION -  C 51
 ED0638  PID         -  ED0638
 ED0638  STATE/COUNTY-  GA/HABERSHAM
 ED0638  USGS QUAD   -  BALDWIN (1985)
 ED0638
 ED0638                         *CURRENT SURVEY CONTROL
 ED0638  ___________________________________________________________________
 ED0638* NAD 83(1994)-  34 28 03.07833(N)    083 34 22.76328(W)     ADJUSTED  
 ED0638* NAVD 88     -       424.849  (meters)    1393.86   (feet)  ADJUSTED  
 ED0638  ___________________________________________________________________
 ED0638  X           -     589,284.236 (meters)                     COMP
 ED0638  Y           -  -5,231,323.435 (meters)                     COMP
 ED0638  Z           -   3,589,545.746 (meters)                     COMP
 ED0638  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 ED0638  ELLIP HEIGHT-         395.07  (meters)          (09/03/97) GPS OBS
 ED0638  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 ED0638  DYNAMIC HT  -         424.395 (meters)    1392.37  (feet)  COMP
 ED0638  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 ED0638
 ED0638  HORZ ORDER  -  THIRD
 ED0638  VERT ORDER  -  FIRST     CLASS II
 ED0638  ELLP ORDER  -  FOURTH    CLASS II
 ED0638
 ED0638.The horizontal coordinates were established by GPS observations
 ED0638.and adjusted by the National Geodetic Survey in September 1997..
 ED0638
 ED0638.The orthometric height was determined by differential leveling
 ED0638.and adjusted by the National Geodetic Survey in June 1991..
 ED0638
 ED0638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ED0638
 ED0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED0638
 ED0638.The ellipsoidal height was determined by GPS observations
 ED0638.and is referenced to NAD 83.
 ED0638
 ED0638.The geoid height was determined by GEOID03.
 ED0638
 ED0638.The dynamic height is computed by dividing the NAVD 88
 ED0638.geopotential number by the normal gravity value computed on the
 ED0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0638.degrees latitude (g = 980.6199 gals.).
 ED0638
 ED0638.The modeled gravity was interpolated from observed gravity values.
 ED0638
 ED0638;                    North         East     Units Scale Factor Converg.
 ED0638;SPC GA W     -   495,519.024   754,539.308   MT  0.99993665   +0 20 09.6
 ED0638;SPC GA W     - 1,625,715.33  2,475,517.71   sFT  0.99993665   +0 20 09.6
 ED0638;UTM  17      - 3,817,000.161   263,670.838   MT  1.00028848   -1 27 24.6
 ED0638
 ED0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED0638!SPC GA W     -   0.99993799  x   0.99993665  =   0.99987464
 ED0638!UTM  17      -   0.99993799  x   1.00028848  =   1.00022645
 ED0638
 ED0638                          SUPERSEDED SURVEY CONTROL
 ED0638
 ED0638  NAD 83(1986)-  34 28 03.08458(N)    083 34 22.76405(W) AD(       ) 3
 ED0638  NGVD 29 (12/12/91)  424.837  (m)         1393.82   (f) ADJUSTED    1 2
 ED0638
 ED0638.Superseded values are not recommended for survey control.
 ED0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0638.See file dsdata.txt to determine how the superseded data were derived.
 ED0638
 ED0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6367117000(NAD 83)
 ED0638_MARKER: DB = BENCH MARK DISK
 ED0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED0638_STAMPING: 1393.819 C 51 1932
 ED0638_MARK LOGO: CGS   
 ED0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0638+STABILITY: SURFACE MOTION
 ED0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED0638+SATELLITE: SATELLITE OBSERVATIONS - 1987
 ED0638
 ED0638  HISTORY     - Date     Condition        Report By
 ED0638  HISTORY     - 1932     MONUMENTED       CGS
 ED0638  HISTORY     - 1959     GOOD             NGS
 ED0638  HISTORY     - 1976     GOOD             NGS
 ED0638  HISTORY     - 1983     GOOD             NGS
 ED0638  HISTORY     - 1987     GOOD             NGS
 ED0638
 ED0638                          STATION DESCRIPTION
 ED0638
 ED0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ED0638'4.2 MI SW FROM CORNELIA.
 ED0638'ABOUT 4.15 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 ED0638'STATION AT CORNELIA, AT ALTO, 97 YARDS SOUTH-SOUTHWEST OF AND
 ED0638'ACROSS THE TRACK FROM MILEPOST 564, 74 YARDS EAST-NORTHEAST OF
 ED0638'AND ACROSS THE TRACK FROM THE EAST CORNER OF STATION BUILDING,
 ED0638'33.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN TRACK, 28 FEET
 ED0638'EAST-SOUTHEAST OF A MAIL HOOK, 8.2 FEET NORTHEAST OF A TELEPHONE
 ED0638'POLE, EAST-SOUTHEAST OF AND ACROSS THE TRACK AND U.S. HIGHWAY
 ED0638'23 FROM AND 20 1/2 FEET NORTHEAST OF BEING IN LINE WITH THE
 ED0638'NORTHEAST FACE OF RED BRICK BUILDING HOUSING THE POST OFFICE,
 ED0638'1 FOOT NORTH OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 ED0638'THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST 1 FOOT
 ED0638'UNDERGROUND.  NOTE-- THE BENCH MARK APPEARS TO BE IN GOOD
 ED0638'CONDITION, HOWEVER LEVELING IN 1959 - 1960, INDICATES THE MARK
 ED0638'HAS SETTLED AND SHOULD BE USED WITH CAUTION.
 ED0638
 ED0638                          STATION RECOVERY (1976)
 ED0638
 ED0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 ED0638'ABOUT 75 YARDS SE ACROSS RAILROAD TRACKS FROM POST OFFICE IN ALTO.
 ED0638'33.5 FEET SE OF SE RAIL OF RAILROAD, 27 FEET NW OF CENTER OF RAILROAD
 ED0638'AVE. AND 1.1 FOOT NW OF WITNESS POST.
 ED0638
 ED0638                          STATION RECOVERY (1983)
 ED0638
 ED0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ED0638'RECOVERED IN GOOD CONDITION.
 ED0638
 ED0638                          STATION RECOVERY (1987)
 ED0638
 ED0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 ED0638'THE STATION WAS RECOVERED AT THIS DATE.
 ED0638'
 ED0638'THE STATION IS LOCATED IN ALTO, ALONG THE RIGHT-OF-WAY OF A
 ED0638'RAILROAD TRACK, ACROSS TRACK FROM THE ALTO POST OFFICE.
 ED0638'OWNERSHIP--NORFOLK AND SOUTHERN RAILROAD.
 ED0638'
 ED0638'TO REACH THE STATION FROM THE POST OFFICE ON OLD HIGHWAY 13, AT THE
 ED0638'MAIN CROSSROAD IN ALTO, GO SOUTHEAST ACROSS TRACKS FOR 40 METERS
 ED0638'(ABOUT 125 FT) TO A CROSSROAD.  TURN LEFT AND GO NORTHEAST
 ED0638'PARALLEL TO THE TRACK FOR 50 METERS (160 FT) TO THE STATION ON THE
 ED0638'LEFT, AT SOUTHWEST END OF LOW CUTBANK, AND PILED-UP JUNK.
 ED0638'
 ED0638'THE STATION IS A STANDARD CGS DISK
 ED0638'STAMPED---C 51 1932 1393.819---,
 ED0638'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 ED0638'20 CM ON SIDE RECESSED 35 CM BELOW GROUND.  LOCATED
 ED0638'10.3 METERS (33.8 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF SINGLE
 ED0638'TRACK,
 ED0638'8.4 METERS (27.6 FT) NORTHWEST FROM THE ROAD CENTER AND 1 METER
 ED0638'LOWER,
 ED0638'52.6 METERS (172.6 FT) NORTHEAST FROM THE JUNCTION OF SOUTHEAST
 ED0638'RAIL AND ROAD CENTER AT CROSSING,
 ED0638'15.1 METERS (49.5 FT) NORTH-NORTHWEST FROM A UTILITY POLE AT YARD
 ED0638'CORNER ACROSS ROAD,
 ED0638'0.3 METERS (1.0 FT) NORTH FROM A METAL WITNESS POST, AND
 ED0638'0.2 METERS (0.7 FT) NORTHWEST FROM A METAL WITNESS POST WITH TWO
 ED0638'SIGNS.
 ED0638'
 ED0638'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED0455 ***********************************************************************
 ED0455  DESIGNATION -  C 52
 ED0455  PID         -  ED0455
 ED0455  STATE/COUNTY-  GA/STEPHENS
 ED0455  USGS QUAD   -  AVALON (1985)
 ED0455
 ED0455                         *CURRENT SURVEY CONTROL
 ED0455  ___________________________________________________________________
 ED0455* NAD 83(1986)-  34 36 40.     (N)    083 14 41.     (W)     SCALED    
 ED0455* NAVD 88     -       221.524  (meters)     726.78   (feet)  ADJUSTED  
 ED0455  ___________________________________________________________________
 ED0455  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 ED0455  DYNAMIC HT  -         221.293 (meters)     726.03  (feet)  COMP
 ED0455  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 ED0455
 ED0455  VERT ORDER  -  FIRST     CLASS II
 ED0455
 ED0455.The horizontal coordinates were scaled from a topographic map and have
 ED0455.an estimated accuracy of +/- 6 seconds.
 ED0455
 ED0455.The orthometric height was determined by differential leveling
 ED0455.and adjusted by the National Geodetic Survey in June 1991..
 ED0455
 ED0455.The geoid height was determined by GEOID03.
 ED0455
 ED0455.The dynamic height is computed by dividing the NAVD 88
 ED0455.geopotential number by the normal gravity value computed on the
 ED0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED0455.degrees latitude (g = 980.6199 gals.).
 ED0455
 ED0455.The modeled gravity was interpolated from observed gravity values.
 ED0455
 ED0455;                    North         East    Units  Estimated Accuracy
 ED0455;SPC GA E     -   511,820.      101,130.      MT  (+/- 180 meters Scaled)
 ED0455
 ED0455                          SUPERSEDED SURVEY CONTROL
 ED0455
 ED0455  NGVD 29 (12/12/91)  221.523  (m)          726.78   (f) ADJUSTED    1 2
 ED0455
 ED0455.Superseded values are not recommended for survey control.
 ED0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0455.See file dsdata.txt to determine how the superseded data were derived.
 ED0455
 ED0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU941322(NAD 83)
 ED0455_MARKER: DB = BENCH MARK DISK
 ED0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ED0455_STAMPING: L 52 1933 726.780
 ED0455_MARK LOGO: CGS   
 ED0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED0455+STABILITY: SURFACE MOTION
 ED0455
 ED0455  HISTORY     - Date     Condition        Report By
 ED0455  HISTORY     - 1933     MONUMENTED       CGS
 ED0455  HISTORY     - 1956     GOOD             NGS
 ED0455  HISTORY     - 1982     GOOD             NGS
 ED0455
 ED0455                          STATION DESCRIPTION
 ED0455
 ED0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 ED0455'5.9 MI NE FROM TOCCOA.
 ED0455'ABOUT 5.9 MILES NORTHEASTERLY ALONG THE SOUTHERN RAILWAY FROM THE
 ED0455'STATION AT TOCCOA, STEPHENS COUNTY, AT TUGALO, 174.4 FEET SW OF
 ED0455'THE S CORNER OF THE SE PAIR OF CONCRETE COLUMNS OF THE HIGHWAY
 ED0455'BRIDGE OVER THE RAILROAD, 54.6 FEET NE OF THE CENTER OF A
 ED0455'CREOSOTED TELEPHONE POLE, 38 FEET NE OF THE PROJECTED PLANE OF THE
 ED0455'NE WALL OF THE BRICK CHURCH BUILDING AN ESTIMATED 150 YARDS SE,
 ED0455'39 FEET SE OF THE SE RAIL OF THE MAIN LINE DOUBLE TRACKS, 2.5
 ED0455'FEET LOWER THAN TOP OF SAME, AND 2.0 FEET UNDERGROUND.
 ED0455
 ED0455                          STATION RECOVERY (1982)
 ED0455
 ED0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ED0455'RECOVERED IN GOOD CONDITION.  THE 1956 DESCRIPTION IS ADEQUATE EXCEPT
 ED0455'THAT THE DISK IS STAMPED C 52 1933 727.780, NOTE--TWO WITNESS POSTS
 ED0455'WERE PLACED ON EACH SIDE OF MARK, ALSO SOME GLASS ELECTRICAL
 ED0455'CONDUCTORS WERE PLACED OVER MARK TO AID IN FUTURE RECOVERY.  WITNESS
 ED0455'POST NO. 1 IS 0.30 METER (1.0 FT) NORTHEAST AND NO. 2 IS 0.34 METER
 ED0455'(1.1 FT) SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6197 ***********************************************************************
 CK6197  DESIGNATION -  C 52
 CK6197  PID         -  CK6197
 CK6197  STATE/COUNTY-  GA/CHATHAM
 CK6197  USGS QUAD   -  GARDEN CITY (1980)
 CK6197
 CK6197                         *CURRENT SURVEY CONTROL
 CK6197  ___________________________________________________________________
 CK6197* NAD 83(1994)-  32 00 52.80152(N)    081 14 00.83816(W)     ADJUSTED  
 CK6197* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 CK6197  ___________________________________________________________________
 CK6197  X           -     825,004.855 (meters)                     COMP
 CK6197  Y           -  -5,349,936.217 (meters)                     COMP
 CK6197  Z           -   3,361,796.579 (meters)                     COMP
 CK6197  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CK6197  ELLIP HEIGHT-         -26.41  (meters)          (09/03/97) GPS OBS
 CK6197  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 CK6197
 CK6197  HORZ ORDER  -  SECOND
 CK6197  ELLP ORDER  -  FOURTH    CLASS II
 CK6197
 CK6197.The horizontal coordinates were established by GPS observations
 CK6197.and adjusted by the National Geodetic Survey in September 1997..
 CK6197
 CK6197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6197
 CK6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6197
 CK6197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6197
 CK6197.The ellipsoidal height was determined by GPS observations
 CK6197.and is referenced to NAD 83.
 CK6197
 CK6197.The geoid height was determined by GEOID03.
 CK6197
 CK6197;                    North         East     Units Scale Factor Converg.
 CK6197;SPC GA E     -   223,723.638   288,150.464   MT  0.99999580   +0 29 40.9
 CK6197;SPC GA E     -   733,999.97    945,373.65   sFT  0.99999580   +0 29 40.9
 CK6197;UTM  17      - 3,542,085.266   477,941.914   MT  0.99960600   -0 07 25.8
 CK6197
 CK6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6197!SPC GA E     -   1.00000415  x   0.99999580  =   0.99999995
 CK6197!UTM  17      -   1.00000415  x   0.99960600  =   0.99961015
 CK6197
 CK6197                          SUPERSEDED SURVEY CONTROL
 CK6197
 CK6197  NAD 83(1986)-  32 00 52.81420(N)    081 14 00.85039(W) AD(       ) 2
 CK6197  NGVD 29 (03/03/92)    4.8    (m)           16.     (f) GPS OBS        
 CK6197
 CK6197.Superseded values are not recommended for survey control.
 CK6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6197.See file dsdata.txt to determine how the superseded data were derived.
 CK6197
 CK6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7794242085(NAD 83)
 CK6197_MARKER: DD = SURVEY DISK
 CK6197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6197_SP_SET: CONCRETE POST
 CK6197_STAMPING: C 52 MARCH 1990
 CK6197_MARK LOGO: GA4910
 CK6197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6197+STABILITY: SURFACE MOTION
 CK6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6197+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6197
 CK6197  HISTORY     - Date     Condition        Report By
 CK6197  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6197  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 CK6197
 CK6197                          STATION DESCRIPTION
 CK6197
 CK6197'DESCRIBED BY GEONEX 1990
 CK6197'STATION IS LOCATED ALONG QUACCO ROAD, NEAR ITS INTERSECTION WITH U.S.
 CK6197'HIGHWAY 17 (OGEECHEE ROAD), APPROXIMATELY 6.7 MI (10.78 KM) NORTHEAST
 CK6197'FROM RICHMOND HILL, 6.9 MI (11.10 KM) SOUTH-SOUTHEAST FROM POOLER,
 CK6197'AND 8.4 MI (13.52 KM) SOUTH- SOUTHWEST FROM GARDEN CITY.
 CK6197'TO REACH STATION C 52 FROM THE INTERSECTION STATE HIGHWAY 204
 CK6197'(ABERCORN STREET EXTENSION) AND U.S. HIGHWAY 17 (ATLANTIC COAST
 CK6197'HIGHWAY) GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 (ATLANTIC COAST
 CK6197'HIGHWAY - OGEECHEE ROAD) FOR 1.3 MI (2.09 KM) TO THE INTERSECTION
 CK6197'WITH QUACCO ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST ALONG
 CK6197'QUACCO ROAD FOR 0.05 MI (0.08 KM) TO A CIRCLE K STORE AND THE STATION
 CK6197'ON THE RIGHT.
 CK6197'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6197'STAMPED ---C 52  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6197'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6197'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6197'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST.  IT IS
 CK6197'LOCATED IN A DIVIDER BETWEEN THE NORTHEAST EDGE OF QUACCO ROAD AND A
 CK6197'DRIVE FROM THE CIRCLE K TO AND AUTO PARTS STORE, NORTHWEST FROM THE
 CK6197'ENTRANCE INTO THE CIRCLE K, 125 DEGREES AZIMUTH, 11.5 FT (3.51 M)
 CK6197'FROM A NAIL W/ WASHER IN THE FACING SIDE OF A POWER POLE, 211 DEGREES
 CK6197'AZIMUTH, 109.3 FT (33.31 M) FROM A NAIL W/ WASHER IN THE FACING SIDE
 CK6197'OF A POWER POLE LOCATED NEAR THE SOUTHEAST CORNER OF THE PARKING LOT
 CK6197'FOR THE AUTO PARTS STORE, 322 DEGREES AZIMUTH, AND 65.7 FT (20.03 M)
 CK6197'FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE.
 CK6197
 CK6197                          STATION RECOVERY (1998)
 CK6197
 CK6197'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0538 ***********************************************************************
 DG0538  DESIGNATION -  C 54
 DG0538  PID         -  DG0538
 DG0538  STATE/COUNTY-  GA/FULTON
 DG0538  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0538
 DG0538                         *CURRENT SURVEY CONTROL
 DG0538  ___________________________________________________________________
 DG0538* NAD 83(1986)-  33 38 15.     (N)    084 27 38.     (W)     SCALED    
 DG0538* NAVD 88     -       314.837  (meters)    1032.93   (feet)  ADJUSTED  
 DG0538  ___________________________________________________________________
 DG0538  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0538  DYNAMIC HT  -         314.483 (meters)    1031.77  (feet)  COMP
 DG0538  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 DG0538
 DG0538  VERT ORDER  -  SECOND    CLASS 0
 DG0538
 DG0538.The horizontal coordinates were scaled from a topographic map and have
 DG0538.an estimated accuracy of +/- 6 seconds.
 DG0538
 DG0538.The orthometric height was determined by differential leveling
 DG0538.and adjusted by the National Geodetic Survey in June 1991..
 DG0538
 DG0538.The geoid height was determined by GEOID03.
 DG0538
 DG0538.The dynamic height is computed by dividing the NAVD 88
 DG0538.geopotential number by the normal gravity value computed on the
 DG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0538.degrees latitude (g = 980.6199 gals.).
 DG0538
 DG0538.The modeled gravity was interpolated from observed gravity values.
 DG0538
 DG0538;                    North         East    Units  Estimated Accuracy
 DG0538;SPC GA W     -   403,340.      672,740.      MT  (+/- 180 meters Scaled)
 DG0538
 DG0538                          SUPERSEDED SURVEY CONTROL
 DG0538
 DG0538  NGVD 29 (??/??/92)  314.796  (m)         1032.79   (f) ADJ UNCH    2 0
 DG0538
 DG0538.Superseded values are not recommended for survey control.
 DG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0538.See file dsdata.txt to determine how the superseded data were derived.
 DG0538
 DG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC355248(NAD 83)
 DG0538_MARKER: DB = BENCH MARK DISK
 DG0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0538_STAMPING: C 54 1934 1032.793
 DG0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0538+STABILITY: SURFACE MOTION
 DG0538
 DG0538  HISTORY     - Date     Condition        Report By
 DG0538  HISTORY     - 1934     MONUMENTED       CGS
 DG0538  HISTORY     - 1953     GOOD             NGS
 DG0538  HISTORY     - 19900507 MARK NOT FOUND   USGS
 DG0538
 DG0538                          STATION DESCRIPTION
 DG0538
 DG0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0538'1.3 MI S FROM COLLEGE PARK.
 DG0538'LOCATED ALONG THE ATLANTA AND WEST POINT RAILROAD, ABOUT 0.1 MILE
 DG0538'NORTH OF MILEPOST A 10, AT THE SOUTH END OF A FILL.  IT IS 36
 DG0538'FEET EAST OF THE EAST RAIL IN LINE WITH A ROW OF POLES, 2 FEET
 DG0538'NORTH OF A WITNESS POST AND 8 FEET NORTH OF A TELEGRAPH POLE.
 DG0538'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6 INCH
 DG0538'CONCRETE POST PROJECTING 7 INCHES AND ABOUT THE SAME LEVEL AS
 DG0538'THE TRACKS.
 DG0538
 DG0538                          STATION RECOVERY (1990)
 DG0538
 DG0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0538'NOT FOUND, MAY STILL EXIST. DESCRIPTION INADEQUATE. MILE POST AND
 DG0538'TELEGRAPH POLES COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6198 ***********************************************************************
 CK6198  DESIGNATION -  C 56
 CK6198  PID         -  CK6198
 CK6198  STATE/COUNTY-  GA/CHATHAM
 CK6198  USGS QUAD   -  MELDRIM SE (1976)
 CK6198
 CK6198                         *CURRENT SURVEY CONTROL
 CK6198  ___________________________________________________________________
 CK6198* NAD 83(1994)-  32 03 21.37985(N)    081 16 05.86608(W)     ADJUSTED  
 CK6198* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 CK6198  ___________________________________________________________________
 CK6198  X           -     821,393.309 (meters)                     COMP
 CK6198  Y           -  -5,348,035.915 (meters)                     COMP
 CK6198  Z           -   3,365,676.197 (meters)                     COMP
 CK6198  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CK6198  ELLIP HEIGHT-         -26.37  (meters)          (09/03/97) GPS OBS
 CK6198  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 CK6198
 CK6198  HORZ ORDER  -  SECOND
 CK6198  ELLP ORDER  -  FOURTH    CLASS II
 CK6198
 CK6198.The horizontal coordinates were established by GPS observations
 CK6198.and adjusted by the National Geodetic Survey in September 1997..
 CK6198
 CK6198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6198
 CK6198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6198
 CK6198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6198
 CK6198.The ellipsoidal height was determined by GPS observations
 CK6198.and is referenced to NAD 83.
 CK6198
 CK6198.The geoid height was determined by GEOID03.
 CK6198
 CK6198;                    North         East     Units Scale Factor Converg.
 CK6198;SPC GA E     -   228,272.145   284,831.321   MT  0.99998872   +0 28 36.6
 CK6198;SPC GA E     -   748,922.86    934,484.09   sFT  0.99998872   +0 28 36.6
 CK6198;UTM  17      - 3,546,667.592   474,673.353   MT  0.99960791   -0 08 32.6
 CK6198
 CK6198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6198!SPC GA E     -   1.00000414  x   0.99998872  =   0.99999286
 CK6198!UTM  17      -   1.00000414  x   0.99960791  =   0.99961205
 CK6198
 CK6198                          SUPERSEDED SURVEY CONTROL
 CK6198
 CK6198  NAD 83(1986)-  32 03 21.39311(N)    081 16 05.87872(W) AD(       ) 2
 CK6198  NGVD 29 (03/03/92)    4.8    (m)           16.     (f) H LEVEL        
 CK6198
 CK6198.Superseded values are not recommended for survey control.
 CK6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6198.See file dsdata.txt to determine how the superseded data were derived.
 CK6198
 CK6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7467346668(NAD 83)
 CK6198_MARKER: DD = SURVEY DISK
 CK6198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CK6198+WITH SETTING: INFORMATION.
 CK6198_SP_SET: METAL ROD DRIVEN INTO GROUND
 CK6198_STAMPING: C 56 MARCH 1990
 CK6198_MARK LOGO: GA4910
 CK6198_MAGNETIC: I = MARKER IS A STEEL ROD
 CK6198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6198+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6198
 CK6198  HISTORY     - Date     Condition        Report By
 CK6198  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6198  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 CK6198
 CK6198                          STATION DESCRIPTION
 CK6198
 CK6198'DESCRIBED BY GEONEX 1990
 CK6198'STATION WAS ESTABLISHED AS A TEMPORARY ECCENTRIC POINT TO STATION
 CK6198'BROWN FOR SATELLITE VISIBILITY PURPOSES.  ITS POSITION WAS DETERMINED
 CK6198'BY A POLARIS OBSERVATION AND TAPED DISTANCE.  STATION BROWN WAS
 CK6198'RECOVERED IN FAIR CONDITION AS DESCRIBED IN THE 1983 RECOVERY NOTE.
 CK6198'STATION IS LOCATED ALONG QUACCO ROAD APPROXIMATELY 8.0 MI (12.87 KM)
 CK6198'NORTH- NORTHEAST FROM RICHMOND HILL, 4.2 MI (6.76 KM) SOUTH-SOUTHWEST
 CK6198'FROM POOLER, AND 5.5 MI (8.85 KM) SOUTH-SOUTHEAST FROM BLOOMINGDALE.
 CK6198'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 204
 CK6198'(ABERCORN STREET EXTENSION), AND U.S. HIGHWAY 17 (ATLANTIC COAST
 CK6198'HIGHWAY - OGEECHEE ROAD),  GO NORTHEASTERLY ALONG U.S. HIGHWAY 17 FOR
 CK6198'1.4 MI (2.25 KM) TO A TRAFFIC LIGHT AND QUACCO ROAD ON THE LEFT.
 CK6198'TURN LEFT AND GO NORTHWESTERLY ALONG QUACCO ROAD FOR 1.0 MI
 CK6198'(1.61 KM) TO THE INTERSECTION WITH HOLIDAY ROAD ON THE RIGHT.
 CK6198'CONTINUE NORTHWESTERLY ALONG QUACCO ROAD FOR 1.6 MI (2.57 KM) TO THE
 CK6198'UNDERPASS AT THE INTERSECTION WITH INTERSTATE HIGHWAY 95. CONTINUE
 CK6198'NORTHWESTERLY ALONG QUACCO ROAD FOR 1.0 MI (1.61 KM) TO THE STATION
 CK6198'ON THE LEFT.
 CK6198'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6198'STAMPED ---C 56  MARCH 1990--- FIXED TO A 24 INCH LENGTH OF 5/8 INCH
 CK6198'REINFORCING BAR SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED
 CK6198'19.1 FT (5.82 M) SOUTHWEST FROM THE CENTERLINE OF QUACCO ROAD, 175
 CK6198'DEGREES AZIMUTH, 191.53 FT (58.38 M) FROM STATION BROWN LOCATED ON
 CK6198'THE NORTHEASTERLY SIDE OF THE ROAD, 230 DEGREES AZIMUTH, 58.0 FT
 CK6198'(17.68 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A 8 INCH
 CK6198'PINE TREE  LOCATED ON THE NORTHEASTERLY SIDE OF THE ROAD, 354 DEGREES
 CK6198'AZIMUTH, 69.9 FT (21.31 M) FROM A PK NAIL W/ SHINER IN THE FACING
 CK6198'SIDE OF A POWER POLE LOCATED ON THE SOUTHERLY SIDE OF THE DRIVE TO
 CK6198'THE SOUTHEAST, AND 151 DEGREES AZIMUTH, 115.3 FT (35.14 M) FROM A PK
 CK6198'NAIL W/ SHINER IN THE FACING SIDE OF A POWER POLE LOCATED ON THE
 CK6198'SOUTHERLY SIDE OF A DRIVE TO THE NORTHWEST.
 CK6198
 CK6198                          STATION RECOVERY (1998)
 CK6198
 CK6198'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0241 ***********************************************************************
 EE0241  DESIGNATION -  C 57
 EE0241  PID         -  EE0241
 EE0241  STATE/COUNTY-  GA/CHEROKEE
 EE0241  USGS QUAD   -  SOUTH CANTON (1997)
 EE0241
 EE0241                         *CURRENT SURVEY CONTROL
 EE0241  ___________________________________________________________________
 EE0241* NAD 83(1986)-  34 10 24.     (N)    084 30 04.     (W)     SCALED    
 EE0241* NAVD 88     -       335.246  (meters)    1099.89   (feet)  ADJUSTED  
 EE0241  ___________________________________________________________________
 EE0241  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 EE0241  DYNAMIC HT  -         334.885 (meters)    1098.70  (feet)  COMP
 EE0241  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 EE0241
 EE0241  VERT ORDER  -  SECOND    CLASS 0
 EE0241
 EE0241.The horizontal coordinates were scaled from a topographic map and have
 EE0241.an estimated accuracy of +/- 6 seconds.
 EE0241
 EE0241.The orthometric height was determined by differential leveling
 EE0241.and adjusted by the National Geodetic Survey in June 1991..
 EE0241
 EE0241.The geoid height was determined by GEOID03.
 EE0241
 EE0241.The dynamic height is computed by dividing the NAVD 88
 EE0241.geopotential number by the normal gravity value computed on the
 EE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0241.degrees latitude (g = 980.6199 gals.).
 EE0241
 EE0241.The modeled gravity was interpolated from observed gravity values.
 EE0241
 EE0241;                    North         East    Units  Estimated Accuracy
 EE0241;SPC GA W     -   462,780.      669,170.      MT  (+/- 180 meters Scaled)
 EE0241
 EE0241                          SUPERSEDED SURVEY CONTROL
 EE0241
 EE0241  NGVD 29 (??/??/92)  335.209  (m)         1099.76   (f) ADJ UNCH    2 0
 EE0241
 EE0241.Superseded values are not recommended for survey control.
 EE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0241.See file dsdata.txt to determine how the superseded data were derived.
 EE0241
 EE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC303841(NAD 83)
 EE0241_MARKER: DB = BENCH MARK DISK
 EE0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0241_SP_SET: BUILDING
 EE0241_STAMPING: C 57 1933 1099.765
 EE0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0241
 EE0241  HISTORY     - Date     Condition        Report By
 EE0241  HISTORY     - 1933     MONUMENTED       CGS
 EE0241  HISTORY     - 1972     GOOD             NGS
 EE0241
 EE0241                          STATION DESCRIPTION
 EE0241
 EE0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0241'AT HOLLY SPRINGS.
 EE0241'AT HOLLY SPRINGS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD,
 EE0241'125 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FORMER RAILROAD
 EE0241'STATION WHICH IS NOW THE HOLLY SPRINGS CITY HALL, 59 1/2 FEET
 EE0241'WEST OF THE WEST RAIL, SET VERTICALLY IN THE EAST FACE OF THE
 EE0241'EAST BRICK WALL OF THE POST OFFICE BUILDING, 8.4 FEET NORTH OF
 EE0241'THE SOUTHEAST CORNER OF THE BUILDING, 1.4 FEET SOUTH OF THE SOUTH
 EE0241'EDGE OF THE EAST ENTRANCE TO THE BUILDING, 3.9 FEET ABOVE THE
 EE0241'SIDEWALK, 25 FEET WEST OF THE CENTER LINE OF DOGWOOD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0013 ***********************************************************************
 EE0013  DESIGNATION -  C 58
 EE0013  PID         -  EE0013
 EE0013  STATE/COUNTY-  GA/FANNIN
 EE0013  USGS QUAD   -  BLUE RIDGE (1988)
 EE0013
 EE0013                         *CURRENT SURVEY CONTROL
 EE0013  ___________________________________________________________________
 EE0013* NAD 83(1986)-  34 50 53.     (N)    084 20 32.     (W)     SCALED    
 EE0013* NAVD 88     -       493.615  (meters)    1619.47   (feet)  ADJUSTED  
 EE0013  ___________________________________________________________________
 EE0013  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0013  DYNAMIC HT  -         493.098 (meters)    1617.77  (feet)  COMP
 EE0013  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 EE0013
 EE0013  VERT ORDER  -  SECOND    CLASS 0
 EE0013
 EE0013.The horizontal coordinates were scaled from a topographic map and have
 EE0013.an estimated accuracy of +/- 6 seconds.
 EE0013
 EE0013.The orthometric height was determined by differential leveling
 EE0013.and adjusted by the National Geodetic Survey in June 1991..
 EE0013
 EE0013.The geoid height was determined by GEOID03.
 EE0013
 EE0013.The dynamic height is computed by dividing the NAVD 88
 EE0013.geopotential number by the normal gravity value computed on the
 EE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0013.degrees latitude (g = 980.6199 gals.).
 EE0013
 EE0013.The modeled gravity was interpolated from observed gravity values.
 EE0013
 EE0013;                    North         East    Units  Estimated Accuracy
 EE0013;SPC GA W     -   537,580.      683,950.      MT  (+/- 180 meters Scaled)
 EE0013
 EE0013                          SUPERSEDED SURVEY CONTROL
 EE0013
 EE0013  NGVD 29 (??/??/92)  493.622  (m)         1619.49   (f) ADJ UNCH    2 0
 EE0013
 EE0013.Superseded values are not recommended for survey control.
 EE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0013.See file dsdata.txt to determine how the superseded data were derived.
 EE0013
 EE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD430594(NAD 83)
 EE0013_MARKER: DB = BENCH MARK DISK
 EE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0013_STAMPING: C 58 1933 1619.491
 EE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0013+STABILITY: SURFACE MOTION
 EE0013
 EE0013  HISTORY     - Date     Condition        Report By
 EE0013  HISTORY     - 1933     MONUMENTED       CGS
 EE0013  HISTORY     - 1972     GOOD             NGS
 EE0013
 EE0013                          STATION DESCRIPTION
 EE0013
 EE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0013'1.7 MI SW FROM BLUE RIDGE.
 EE0013'ABOUT 1.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 EE0013'RAILROAD FROM THE STATION AT BLUE RIDGE, 223 YARDS SOUTHWEST
 EE0013'OF MILEPOST 397, 34 FEET NORTHWEST OF THE NORTHWEST RAIL, 12
 EE0013'FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD, SOUTH OF THE
 EE0013'SOUTH CORNER OF A SMALL CLEARING, 84 1/2 FEET NORTHEAST OF THE
 EE0013'CENTER OF A WIRE GATE THAT CROSSES THE TRAIL ROAD, 34 FEET
 EE0013'SOUTH OF THE CENTER OF A CROSSING OF THE TRAIL ROAD AND A
 EE0013'SMALL STREAM, 15 1/2 FEET WEST OF TELEGRAPH POLE NO. 2451, 1.0
 EE0013'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 EE0013'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST THAT
 EE0013'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0021 ***********************************************************************
 BS0021  DESIGNATION -  C 6
 BS0021  PID         -  BS0021
 BS0021  STATE/COUNTY-  GA/WARE
 BS0021  USGS QUAD   -  WAYCROSS SE (1994)
 BS0021
 BS0021                         *CURRENT SURVEY CONTROL
 BS0021  ___________________________________________________________________
 BS0021* NAD 83(1986)-  31 07 23.     (N)    082 15 36.     (W)     SCALED    
 BS0021* NAVD 88     -        42.329  (meters)     138.87   (feet)  POSTED    
 BS0021  ___________________________________________________________________
 BS0021  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BS0021  DYNAMIC HT  -          42.280 (meters)     138.71  (feet)  COMP
 BS0021  MODELED GRAV-     979,410.6   (mgal)                       NAVD 88
 BS0021
 BS0021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BS0021
 BS0021.The horizontal coordinates were scaled from a topographic map and have
 BS0021.an estimated accuracy of +/- 6 seconds.
 BS0021
 BS0021.The orthometric height was determined by differential leveling
 BS0021.and adjusted by the National Geodetic Survey in 1992..
 BS0021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BS0021.rate of 0.0 thru 1.0 mm/km.
 BS0021
 BS0021.The geoid height was determined by GEOID03.
 BS0021
 BS0021.The dynamic height is computed by dividing the NAVD 88
 BS0021.geopotential number by the normal gravity value computed on the
 BS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0021.degrees latitude (g = 980.6199 gals.).
 BS0021
 BS0021.The modeled gravity was interpolated from observed gravity values.
 BS0021
 BS0021;                    North         East    Units  Estimated Accuracy
 BS0021;SPC GA E     -   124,500.      191,100.      MT  (+/- 180 meters Scaled)
 BS0021
 BS0021                          SUPERSEDED SURVEY CONTROL
 BS0021
 BS0021.No superseded survey control is available for this station.
 BS0021
 BS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ798439(NAD 83)
 BS0021_MARKER: P = PIPE CAP
 BS0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BS0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BS0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BS0021
 BS0021  HISTORY     - Date     Condition        Report By
 BS0021  HISTORY     - UNK      MONUMENTED       CGS
 BS0021  HISTORY     - 1956     MARK NOT FOUND   NGS
 BS0021
 BS0021                          STATION DESCRIPTION
 BS0021
 BS0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BS0021'1 MI SE FROM BRAGANZA.
 BS0021'ABOUT 1 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BS0021'FROM BRAGANZA, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 105, AND
 BS0021'ABOUT 50 FEET SOUTHWEST OF THE TRACK.  A CAP FASTENED ON THE
 BS0021'TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6199 ***********************************************************************
 CK6199  DESIGNATION -  C 6
 CK6199  PID         -  CK6199
 CK6199  STATE/COUNTY-  GA/CHATHAM
 CK6199  USGS QUAD   -  MELDRIM SE (1976)
 CK6199
 CK6199                         *CURRENT SURVEY CONTROL
 CK6199  ___________________________________________________________________
 CK6199* NAD 83(1994)-  32 05 16.71469(N)    081 21 18.44748(W)     ADJUSTED  
 CK6199* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 CK6199  ___________________________________________________________________
 CK6199  X           -     813,004.472 (meters)                     COMP
 CK6199  Y           -  -5,347,411.291 (meters)                     COMP
 CK6199  Z           -   3,368,687.626 (meters)                     COMP
 CK6199  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CK6199  ELLIP HEIGHT-         -24.38  (meters)          (09/03/97) GPS OBS
 CK6199  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 CK6199
 CK6199  HORZ ORDER  -  SECOND
 CK6199  ELLP ORDER  -  FOURTH    CLASS II
 CK6199
 CK6199.The horizontal coordinates were established by GPS observations
 CK6199.and adjusted by the National Geodetic Survey in September 1997..
 CK6199
 CK6199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6199
 CK6199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6199
 CK6199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6199
 CK6199.The ellipsoidal height was determined by GPS observations
 CK6199.and is referenced to NAD 83.
 CK6199
 CK6199.The geoid height was determined by GEOID03.
 CK6199
 CK6199;                    North         East     Units Scale Factor Converg.
 CK6199;SPC GA E     -   231,759.577   276,605.339   MT  0.99997235   +0 25 52.1
 CK6199;SPC GA E     -   760,364.55    907,496.02   sFT  0.99997235   +0 25 52.1
 CK6199;UTM  17      - 3,550,242.440   466,488.586   MT  0.99961385   -0 11 19.1
 CK6199
 CK6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6199!SPC GA E     -   1.00000383  x   0.99997235  =   0.99997618
 CK6199!UTM  17      -   1.00000383  x   0.99961385  =   0.99961768
 CK6199
 CK6199                          SUPERSEDED SURVEY CONTROL
 CK6199
 CK6199  NAD 83(1986)-  32 05 16.72847(N)    081 21 18.46050(W) AD(       ) 2
 CK6199  NGVD 29 (03/03/92)    6.7    (m)           22.     (f) GPS OBS        
 CK6199
 CK6199.Superseded values are not recommended for survey control.
 CK6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6199.See file dsdata.txt to determine how the superseded data were derived.
 CK6199
 CK6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6648950242(NAD 83)
 CK6199_MARKER: DD = SURVEY DISK
 CK6199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6199_SP_SET: CONCRETE POST
 CK6199_STAMPING: C 6 MARCH 1990
 CK6199_MARK LOGO: GA4910
 CK6199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6199+STABILITY: SURFACE MOTION
 CK6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6199+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 CK6199
 CK6199  HISTORY     - Date     Condition        Report By
 CK6199  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6199  HISTORY     - 19980411 GOOD             USPSQD
 CK6199  HISTORY     - 20060207 GOOD             GADT
 CK6199
 CK6199                          STATION DESCRIPTION
 CK6199
 CK6199'DESCRIBED BY GEONEX 1990
 CK6199'STATION IS LOCATED ALONG PINE BARREN ROAD APPROXIMATELY 4.4 MI
 CK6199'(7.08 KM) SOUTHWEST FROM BLOOMINGDALE, 1.4 MI (2.25 KM) NORTHEAST OF
 CK6199'THE CHATHAM COUNTY- BRYAN COUNTY LINE, AND 1.9 MI (3.06 KM) SOUTHEAST
 CK6199'FROM THE EFFINGHAM COUNTY- CHATHAM COUNTY LINE.
 CK6199'TO REACH STATION C 6 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 16
 CK6199'AND STATE HIGHWAY 17 (BLOOMINGDALE CROSS ROAD) GO SOUTHERLY ALONG
 CK6199'STATE HIGHWAY 17 (BLOOMINGDALE CROSS ROAD) FOR 0.2 MI (0.32 KM) TO
 CK6199'THE INTERSECTION OF PINE BARREN ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CK6199'SOUTHWEST ALONG PINE BARREN ROAD FOR 2.0 MI (3.22 KM) TO THE
 CK6199'INTERSECTION WITH A POWER TRANSMISSION LINE AND THE STATION ON THE
 CK6199'LEFT.
 CK6199'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6199'STAMPED ---C 6  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6199'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.1 FT (0.03 M)
 CK6199'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6199'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6199'SOUTH, 16 FT (4.88 M) FROM THE CENTERLINE OF PINE BARREN ROAD, WEST
 CK6199'OF A SMALL DRIVE WITH GATE, 99 DEGREES AZIMUTH, 22.4 FT (6.83 M) FROM
 CK6199'A PK NAIL W/ SHINER IN THE SOUTH EDGE OF PAVEMENT, 246 DEGREES
 CK6199'AZIMUTH, 20.0 FT (6.10 M) FROM A PK NAIL W/ SHINER IN THE SOUTH EDGE
 CK6199'OF PAVEMENT, 309 DEGREES AZIMUTH, 30.6 FT (9.33 M) FROM A PK NAIL W/
 CK6199'SHINER IN THE FACING SIDE OF THE WESTERLY WOODEN GATE POST, AND NORTH
 CK6199', 2.0 FT (0.61 M) FROM A WITNESS POST.
 CK6199
 CK6199                          STATION RECOVERY (1998)
 CK6199
 CK6199'RECOVERY NOTE BY US POWER SQUADRON 1998
 CK6199'RECOVERED IN GOOD CONDITION.
 CK6199
 CK6199                          STATION RECOVERY (2006)
 CK6199
 CK6199'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CK6199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0112 ***********************************************************************
 EE0112  DESIGNATION -  C 60
 EE0112  PID         -  EE0112
 EE0112  STATE/COUNTY-  GA/DAWSON
 EE0112  USGS QUAD   -  DAWSONVILLE (1985)
 EE0112
 EE0112                         *CURRENT SURVEY CONTROL
 EE0112  ___________________________________________________________________
 EE0112* NAD 83(1986)-  34 23 33.     (N)    084 05 19.     (W)     SCALED    
 EE0112* NAVD 88     -       398.216  (meters)    1306.48   (feet)  ADJUSTED  
 EE0112  ___________________________________________________________________
 EE0112  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE0112  DYNAMIC HT  -         397.789 (meters)    1305.08  (feet)  COMP
 EE0112  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 EE0112
 EE0112  VERT ORDER  -  SECOND    CLASS 0
 EE0112
 EE0112.The horizontal coordinates were scaled from a topographic map and have
 EE0112.an estimated accuracy of +/- 6 seconds.
 EE0112
 EE0112.The orthometric height was determined by differential leveling
 EE0112.and adjusted by the National Geodetic Survey in June 1991..
 EE0112
 EE0112.The geoid height was determined by GEOID03.
 EE0112
 EE0112.The dynamic height is computed by dividing the NAVD 88
 EE0112.geopotential number by the normal gravity value computed on the
 EE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0112.degrees latitude (g = 980.6199 gals.).
 EE0112
 EE0112.The modeled gravity was interpolated from observed gravity values.
 EE0112
 EE0112;                    North         East    Units  Estimated Accuracy
 EE0112;SPC GA W     -   487,040.      707,180.      MT  (+/- 180 meters Scaled)
 EE0112
 EE0112                          SUPERSEDED SURVEY CONTROL
 EE0112
 EE0112  NGVD 29 (??/??/92)  398.20   (m)         1306.4    (f) COMPUTED    2 0
 EE0112
 EE0112.Superseded values are not recommended for survey control.
 EE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0112.See file dsdata.txt to determine how the superseded data were derived.
 EE0112
 EE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD676095(NAD 83)
 EE0112_MARKER: DB = BENCH MARK DISK
 EE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0112_STAMPING: C 60 1933
 EE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0112+STABILITY: SURFACE MOTION
 EE0112
 EE0112  HISTORY     - Date     Condition        Report By
 EE0112  HISTORY     - 1933     MONUMENTED       CGS
 EE0112
 EE0112                          STATION DESCRIPTION
 EE0112
 EE0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EE0112'2.9 MI SE FROM DAWSONVILLE.
 EE0112'ALONG STATE HIGHWAY 53 TO GAINSVILLE, AT JUNCTION OF ABOVE
 EE0112'HIGHWAY WITH SIDE ROAD, 146 FEET SOUTHEAST OF CENTER OF ROAD
 EE0112'INTERSECTION, 41.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 23.0
 EE0112'FEET NORTHEAST OF CENTERLINE OF SIDE ROAD, 12.0 FEET EAST OF
 EE0112'LARGE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0113 ***********************************************************************
 EE0113  DESIGNATION -  C 60 RESET 1956
 EE0113  PID         -  EE0113
 EE0113  STATE/COUNTY-  GA/DAWSON
 EE0113  USGS QUAD   -  DAWSONVILLE (1985)
 EE0113
 EE0113                         *CURRENT SURVEY CONTROL
 EE0113  ___________________________________________________________________
 EE0113* NAD 83(1986)-  34 23 33.     (N)    084 05 19.     (W)     SCALED    
 EE0113* NAVD 88     -       398.99   (meters)    1309.0    (feet)  RESET     
 EE0113  ___________________________________________________________________
 EE0113  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE0113
 EE0113  VERT ORDER  -  THIRD
 EE0113
 EE0113.The horizontal coordinates were scaled from a topographic map and have
 EE0113.an estimated accuracy of +/- 6 seconds.
 EE0113
 EE0113.The orthometric height was computed from unverified reset data.
 EE0113.No vertical observational check was made to the station.
 EE0113
 EE0113.The geoid height was determined by GEOID03.
 EE0113
 EE0113;                    North         East    Units  Estimated Accuracy
 EE0113;SPC GA W     -   487,040.      707,180.      MT  (+/- 180 meters Scaled)
 EE0113
 EE0113                          SUPERSEDED SURVEY CONTROL
 EE0113
 EE0113  NGVD 29 (??/??/??)  398.97   (m)         1309.0    (f) RESET       3  
 EE0113
 EE0113.Superseded values are not recommended for survey control.
 EE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0113.See file dsdata.txt to determine how the superseded data were derived.
 EE0113
 EE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD676095(NAD 83)
 EE0113_MARKER: DB = BENCH MARK DISK
 EE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0113_STAMPING: C 60 RESET 1956 1308.969
 EE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0113+STABILITY: SURFACE MOTION
 EE0113
 EE0113  HISTORY     - Date     Condition        Report By
 EE0113  HISTORY     - 1956     MONUMENTED       CGS
 EE0113
 EE0113                          STATION DESCRIPTION
 EE0113
 EE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EE0113'2.7 MI SE FROM DAWSONVILLE.
 EE0113'ABOUT 2.7 MILES SE ALONG NO. 53 GEORGIA HIGHWAY FROM THE COURTHOUSE
 EE0113'AT DAWSONVILLE, DAWSON COUNTY, ON OUTSIDE OF A LONG CURVE, ABOUT
 EE0113'90 YARDS S OF THE LOCAL SUMMIT OF THE HIGHWAY GRADE, ABOUT
 EE0113'OPPOSITE THE POINT OF DEEPEST (ESTIMATED 15-FOOT) CUT ON THE
 EE0113'NE SIDE OF THE HIGHWAY, 33 FEET SW OF THE CENTER OF THE HIGHWAY,
 EE0113'1.2 FEET LOWER THAN SAME, 15 FEET E OF THE CENTER OF ONE BRANCH,
 EE0113'34 FEET NNW OF THE CENTER OF THE OTHER BRANCH OF A Y-INTERSECTING
 EE0113'SIDE ROAD, AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0500 ***********************************************************************
 DF0500  DESIGNATION -  C 61
 DF0500  PID         -  DF0500
 DF0500  STATE/COUNTY-  GA/CLARKE
 DF0500  USGS QUAD   -  ATHENS EAST (1998)
 DF0500
 DF0500                         *CURRENT SURVEY CONTROL
 DF0500  ___________________________________________________________________
 DF0500* NAD 83(1986)-  33 57 36.     (N)    083 22 29.     (W)     SCALED    
 DF0500* NAVD 88     -       232.669  (meters)     763.35   (feet)  ADJUSTED  
 DF0500  ___________________________________________________________________
 DF0500  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF0500  DYNAMIC HT  -         232.428 (meters)     762.56  (feet)  COMP
 DF0500  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DF0500
 DF0500  VERT ORDER  -  SECOND    CLASS 0
 DF0500
 DF0500.The horizontal coordinates were scaled from a topographic map and have
 DF0500.an estimated accuracy of +/- 6 seconds.
 DF0500
 DF0500.The orthometric height was determined by differential leveling
 DF0500.and adjusted by the National Geodetic Survey in June 1991..
 DF0500
 DF0500.The geoid height was determined by GEOID03.
 DF0500
 DF0500.The dynamic height is computed by dividing the NAVD 88
 DF0500.geopotential number by the normal gravity value computed on the
 DF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0500.degrees latitude (g = 980.6199 gals.).
 DF0500
 DF0500.The modeled gravity was interpolated from observed gravity values.
 DF0500
 DF0500;                    North         East    Units  Estimated Accuracy
 DF0500;SPC GA W     -   439,350.      773,190.      MT  (+/- 180 meters Scaled)
 DF0500
 DF0500                          SUPERSEDED SURVEY CONTROL
 DF0500
 DF0500  NGVD 29 (??/??/92)  232.730  (m)          763.55   (f) ADJ UNCH    2 0
 DF0500
 DF0500.Superseded values are not recommended for survey control.
 DF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0500.See file dsdata.txt to determine how the superseded data were derived.
 DF0500
 DF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT805602(NAD 83)
 DF0500_MARKER: DB = BENCH MARK DISK
 DF0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF0500_SP_SET: BUILDING
 DF0500_STAMPING: C 61 1933 763.548
 DF0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF0500+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 DF0500
 DF0500  HISTORY     - Date     Condition        Report By
 DF0500  HISTORY     - 1933     MONUMENTED       CGS
 DF0500  HISTORY     - 1956     GOOD             NGS
 DF0500  HISTORY     - 20030211 GOOD             GADT
 DF0500
 DF0500                          STATION DESCRIPTION
 DF0500
 DF0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DF0500'AT ATHENS.
 DF0500'RECOVERED AS DESCRIBED.  THE ELEVATION 763.548 WAS ADDED TO THE
 DF0500'STAMPING.  AT ATHENS, CLARKE COUNTY, AT THE COUNTY COURTHOUSE, IN
 DF0500'THE SOUTHEAST END OF THE SOUTHWEST NEWEL TO THE MAIN ENTRANCE
 DF0500'STEPS, ABOUT 2 FEET ABOVE THE SIDEWALK, AND SET VERTICALLY.
 DF0500
 DF0500                          STATION RECOVERY (2003)
 DF0500
 DF0500'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 DF0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0471 ***********************************************************************
 DF0471  DESIGNATION -  C 62
 DF0471  PID         -  DF0471
 DF0471  STATE/COUNTY-  GA/CLARKE
 DF0471  USGS QUAD   -  ATHENS EAST (1998)
 DF0471
 DF0471                         *CURRENT SURVEY CONTROL
 DF0471  ___________________________________________________________________
 DF0471* NAD 83(1986)-  33 57 58.     (N)    083 16 45.     (W)     SCALED    
 DF0471* NAVD 88     -       245.112  (meters)     804.17   (feet)  ADJUSTED  
 DF0471  ___________________________________________________________________
 DF0471  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DF0471  DYNAMIC HT  -         244.855 (meters)     803.33  (feet)  COMP
 DF0471  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 DF0471
 DF0471  VERT ORDER  -  SECOND    CLASS 0
 DF0471
 DF0471.The horizontal coordinates were scaled from a topographic map and have
 DF0471.an estimated accuracy of +/- 6 seconds.
 DF0471
 DF0471.The orthometric height was determined by differential leveling
 DF0471.and adjusted by the National Geodetic Survey in June 1991..
 DF0471
 DF0471.The geoid height was determined by GEOID03.
 DF0471
 DF0471.The dynamic height is computed by dividing the NAVD 88
 DF0471.geopotential number by the normal gravity value computed on the
 DF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0471.degrees latitude (g = 980.6199 gals.).
 DF0471
 DF0471.The modeled gravity was interpolated from observed gravity values.
 DF0471
 DF0471;                    North         East    Units  Estimated Accuracy
 DF0471;SPC GA W     -   440,100.      782,020.      MT  (+/- 180 meters Scaled)
 DF0471
 DF0471                          SUPERSEDED SURVEY CONTROL
 DF0471
 DF0471  NGVD 29 (??/??/92)  245.170  (m)          804.36   (f) ADJ UNCH    2 0
 DF0471
 DF0471.Superseded values are not recommended for survey control.
 DF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0471.See file dsdata.txt to determine how the superseded data were derived.
 DF0471
 DF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT894607(NAD 83)
 DF0471_MARKER: DB = BENCH MARK DISK
 DF0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0471_STAMPING: C 62 1933 804.362
 DF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0471+STABILITY: SURFACE MOTION
 DF0471
 DF0471  HISTORY     - Date     Condition        Report By
 DF0471  HISTORY     - 1933     MONUMENTED       CGS
 DF0471  HISTORY     - 1955     GOOD             NGS
 DF0471  HISTORY     - 1964     GOOD             NGS
 DF0471
 DF0471                          STATION DESCRIPTION
 DF0471
 DF0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0471'AT WINTERVILLE.
 DF0471'AT WINTERVILLE, CLARKE COUNTY, 122 FEET S OF THE S CORNER OF
 DF0471'RAILROAD STATION, 88.9 FEET SSW OF THE CENTER OF NO. 32 RAILROAD
 DF0471'MILEPOST, 80 FEET SE OF CENTER OF PAVED STREET THAT CROSSES THE
 DF0471'RAILROAD, 22.3 FEET SW OF SW RAIL OF THE MAIN LINE, AND 27.5 FEET
 DF0471'NE OF CENTER OF PAVED COUNTY HIGHWAY.  A STANDARD DISK IS STAMPED
 DF0471'C 62 1933 804.362 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS
 DF0471'0.6 FOOT.
 DF0471
 DF0471                          STATION RECOVERY (1964)
 DF0471
 DF0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DF0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1228 ***********************************************************************
 DG1228  DESIGNATION -  C 65
 DG1228  PID         -  DG1228
 DG1228  STATE/COUNTY-  GA/POLK
 DG1228  USGS QUAD   -  FELTON (1981)
 DG1228
 DG1228                         *CURRENT SURVEY CONTROL
 DG1228  ___________________________________________________________________
 DG1228* NAD 83(1986)-  33 56 50.     (N)    085 13 13.     (W)     SCALED    
 DG1228* NAVD 88     -       257.036  (meters)     843.29   (feet)  ADJUSTED  
 DG1228  ___________________________________________________________________
 DG1228  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG1228  DYNAMIC HT  -         256.763 (meters)     842.40  (feet)  COMP
 DG1228  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DG1228
 DG1228  VERT ORDER  -  SECOND    CLASS 0
 DG1228
 DG1228.The horizontal coordinates were scaled from a topographic map and have
 DG1228.an estimated accuracy of +/- 6 seconds.
 DG1228
 DG1228.The orthometric height was determined by differential leveling
 DG1228.and adjusted by the National Geodetic Survey in June 1991..
 DG1228
 DG1228.The geoid height was determined by GEOID03.
 DG1228
 DG1228.The dynamic height is computed by dividing the NAVD 88
 DG1228.geopotential number by the normal gravity value computed on the
 DG1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1228.degrees latitude (g = 980.6199 gals.).
 DG1228
 DG1228.The modeled gravity was interpolated from observed gravity values.
 DG1228
 DG1228;                    North         East    Units  Estimated Accuracy
 DG1228;SPC GA W     -   438,150.      602,610.      MT  (+/- 180 meters Scaled)
 DG1228
 DG1228                          SUPERSEDED SURVEY CONTROL
 DG1228
 DG1228  NGVD 29 (??/??/92)  256.969  (m)          843.07   (f) ADJ UNCH    2 0
 DG1228
 DG1228.Superseded values are not recommended for survey control.
 DG1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1228.See file dsdata.txt to determine how the superseded data were derived.
 DG1228
 DG1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC644577(NAD 83)
 DG1228_MARKER: DB = BENCH MARK DISK
 DG1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1228_SP_SET: CONCRETE HEADWALL
 DG1228_STAMPING: C 65 1934
 DG1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1228
 DG1228  HISTORY     - Date     Condition        Report By
 DG1228  HISTORY     - 1934     MONUMENTED       CGS
 DG1228  HISTORY     - 1956     GOOD             NGS
 DG1228
 DG1228                          STATION DESCRIPTION
 DG1228
 DG1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DG1228'AT YOUNGS.
 DG1228'AT YOUNGS, POLK COUNTY, 270 FEET EAST OF LEVEL WITH THE CENTERLINE
 DG1228'OF THE RAILROAD CROSSING, 19 FEET NORTH OF THE NORTH RAIL AND IN
 DG1228'THE TOP OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL.  A STANDARD
 DG1228'DISK, STAMPED C 65 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1256 ***********************************************************************
 DG1256  DESIGNATION -  C 66
 DG1256  PID         -  DG1256
 DG1256  STATE/COUNTY-  GA/CARROLL
 DG1256  USGS QUAD   -  CARROLLTON (1982)
 DG1256
 DG1256                         *CURRENT SURVEY CONTROL
 DG1256  ___________________________________________________________________
 DG1256* NAD 83(1986)-  33 32 28.     (N)    085 02 30.     (W)     SCALED    
 DG1256* NAVD 88     -       333.398  (meters)    1093.82   (feet)  ADJUSTED  
 DG1256  ___________________________________________________________________
 DG1256  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG1256  DYNAMIC HT  -         333.022 (meters)    1092.59  (feet)  COMP
 DG1256  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 DG1256
 DG1256  VERT ORDER  -  SECOND    CLASS 0
 DG1256
 DG1256.The horizontal coordinates were scaled from a topographic map and have
 DG1256.an estimated accuracy of +/- 6 seconds.
 DG1256
 DG1256.The orthometric height was determined by differential leveling
 DG1256.and adjusted by the National Geodetic Survey in June 1991..
 DG1256
 DG1256.The geoid height was determined by GEOID03.
 DG1256
 DG1256.The dynamic height is computed by dividing the NAVD 88
 DG1256.geopotential number by the normal gravity value computed on the
 DG1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1256.degrees latitude (g = 980.6199 gals.).
 DG1256
 DG1256.The modeled gravity was interpolated from observed gravity values.
 DG1256
 DG1256;                    North         East    Units  Estimated Accuracy
 DG1256;SPC GA W     -   392,950.      618,740.      MT  (+/- 180 meters Scaled)
 DG1256
 DG1256                          SUPERSEDED SURVEY CONTROL
 DG1256
 DG1256  NGVD 29 (??/??/92)  333.341  (m)         1093.64   (f) ADJ UNCH    2 0
 DG1256
 DG1256.Superseded values are not recommended for survey control.
 DG1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1256.See file dsdata.txt to determine how the superseded data were derived.
 DG1256
 DG1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC818129(NAD 83)
 DG1256_MARKER: DB = BENCH MARK DISK
 DG1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1256_STAMPING: C 66 1934 1093.636
 DG1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1256+STABILITY: SURFACE MOTION
 DG1256
 DG1256  HISTORY     - Date     Condition        Report By
 DG1256  HISTORY     - 1934     MONUMENTED       CGS
 DG1256  HISTORY     - 1953     GOOD             NGS
 DG1256
 DG1256                          STATION DESCRIPTION
 DG1256
 DG1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG1256'3.3 MI SE FROM CARROLLTON.
 DG1256'LOCATED ALONG THE CENTRAL OF GEORGIA RAILROAD, 39 FEET NORTHEAST
 DG1256'OF A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF A ROAD,
 DG1256'20.5 FEET EAST-NORTHEAST OF A RAILROAD CROSSING SIGN AND 27.5
 DG1256'FEET NORTH OF THE NORTH RAIL.  IT IS A STANDARD BENCH MARK DISK
 DG1256'SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING 4 INCHES AND
 DG1256'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0944 ***********************************************************************
 DG0944  DESIGNATION -  C 67
 DG0944  PID         -  DG0944
 DG0944  STATE/COUNTY-  GA/FAYETTE
 DG0944  USGS QUAD   -  BROOKS (1982)
 DG0944
 DG0944                         *CURRENT SURVEY CONTROL
 DG0944  ___________________________________________________________________
 DG0944* NAD 83(1986)-  33 16 54.     (N)    084 29 36.     (W)     SCALED    
 DG0944* NAVD 88     -       232.914  (meters)     764.15   (feet)  ADJUSTED  
 DG0944  ___________________________________________________________________
 DG0944  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG0944  DYNAMIC HT  -         232.650 (meters)     763.29  (feet)  COMP
 DG0944  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 DG0944
 DG0944  VERT ORDER  -  SECOND    CLASS 0
 DG0944
 DG0944.The horizontal coordinates were scaled from a topographic map and have
 DG0944.an estimated accuracy of +/- 6 seconds.
 DG0944
 DG0944.The orthometric height was determined by differential leveling
 DG0944.and adjusted by the National Geodetic Survey in June 1991..
 DG0944
 DG0944.The geoid height was determined by GEOID03.
 DG0944
 DG0944.The dynamic height is computed by dividing the NAVD 88
 DG0944.geopotential number by the normal gravity value computed on the
 DG0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0944.degrees latitude (g = 980.6199 gals.).
 DG0944
 DG0944.The modeled gravity was interpolated from observed gravity values.
 DG0944
 DG0944;                    North         East    Units  Estimated Accuracy
 DG0944;SPC GA W     -   363,890.      669,570.      MT  (+/- 180 meters Scaled)
 DG0944
 DG0944                          SUPERSEDED SURVEY CONTROL
 DG0944
 DG0944  NGVD 29 (??/??/92)  232.909  (m)          764.14   (f) ADJ UNCH    2 0
 DG0944
 DG0944.Superseded values are not recommended for survey control.
 DG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0944.See file dsdata.txt to determine how the superseded data were derived.
 DG0944
 DG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB334853(NAD 83)
 DG0944_MARKER: DB = BENCH MARK DISK
 DG0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0944_SP_SET: BASE
 DG0944_STAMPING: C 67 1934 764.136
 DG0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0944
 DG0944  HISTORY     - Date     Condition        Report By
 DG0944  HISTORY     - 1934     MONUMENTED       CGS
 DG0944  HISTORY     - 1953     GOOD             NGS
 DG0944
 DG0944                          STATION DESCRIPTION
 DG0944
 DG0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DG0944'2.1 MI W FROM BROOKS.
 DG0944'LOCATED ALONG THE CENTRAL OF GEORGIA RAILROAD, ON THE SOUTH
 DG0944'SIDE OF THE RAILROAD TRACKS IN A DEEP CUT, 150 FEET WEST OF THE
 DG0944'WEST EDGE OF A WOODEN OVERHEAD BRIDGE, 30 FEET SOUTH OF MILE POST
 DG0944'S 266 AND 6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS.  IT IS
 DG0944'SET IN THE NORTHWEST CORNER OF THE CONCRETE BASE SUPPORTING
 DG0944'AN IRON POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1417 ***********************************************************************
 DG1417  DESIGNATION -  C 68
 DG1417  PID         -  DG1417
 DG1417  STATE/COUNTY-  GA/TROUP
 DG1417  USGS QUAD   -  HILLCREST (1983)
 DG1417
 DG1417                         *CURRENT SURVEY CONTROL
 DG1417  ___________________________________________________________________
 DG1417* NAD 83(1986)-  33 09 31.     (N)    085 02 21.     (W)     SCALED    
 DG1417* NAVD 88     -       225.523  (meters)     739.90   (feet)  ADJUSTED  
 DG1417  ___________________________________________________________________
 DG1417  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG1417  DYNAMIC HT  -         225.266 (meters)     739.06  (feet)  COMP
 DG1417  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 DG1417
 DG1417  VERT ORDER  -  SECOND    CLASS 0
 DG1417
 DG1417.The horizontal coordinates were scaled from a topographic map and have
 DG1417.an estimated accuracy of +/- 6 seconds.
 DG1417
 DG1417.The orthometric height was determined by differential leveling
 DG1417.and adjusted by the National Geodetic Survey in June 1991..
 DG1417
 DG1417.The geoid height was determined by GEOID03.
 DG1417
 DG1417.The dynamic height is computed by dividing the NAVD 88
 DG1417.geopotential number by the normal gravity value computed on the
 DG1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1417.degrees latitude (g = 980.6199 gals.).
 DG1417
 DG1417.The modeled gravity was interpolated from observed gravity values.
 DG1417
 DG1417;                    North         East    Units  Estimated Accuracy
 DG1417;SPC GA W     -   350,530.      618,620.      MT  (+/- 180 meters Scaled)
 DG1417
 DG1417                          SUPERSEDED SURVEY CONTROL
 DG1417
 DG1417  NGVD 29 (??/??/92)  225.492  (m)          739.80   (f) ADJ UNCH    2 0
 DG1417
 DG1417.Superseded values are not recommended for survey control.
 DG1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1417.See file dsdata.txt to determine how the superseded data were derived.
 DG1417
 DG1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB828705(NAD 83)
 DG1417_MARKER: DB = BENCH MARK DISK
 DG1417_SETTING: 66 = SET IN ROCK OUTCROP
 DG1417_SP_SET: ROCK OUTCROP
 DG1417_STAMPING: C 68 1934 739.802
 DG1417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1417+STABILITY: POSITION/ELEVATION WELL
 DG1417
 DG1417  HISTORY     - Date     Condition        Report By
 DG1417  HISTORY     - 1934     MONUMENTED       CGS
 DG1417  HISTORY     - 1954     GOOD             NGS
 DG1417
 DG1417                          STATION DESCRIPTION
 DG1417
 DG1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DG1417'8.4 MI N FROM LA GRANGE.
 DG1417'LOCATED ABOUT 8.4 MILES NORTH OF THE COURTHOUSE IN LA GRANGE,
 DG1417'ABOUT 2.6 MILES SOUTH OF THE HEARD-TROUP COUNTY LINE IN THE YARD
 DG1417'OWNED BY J.W. FREMAN.  IT IS 115 FEET SOUTH OF THE SOUTHEAST CORNER
 DG1417'OF THE FREEMAN HOUSE, 82 FEET EAST OF THE NORTHEAST CORNER OF THE
 DG1417'BARN, 45 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 27 AND 20
 DG1417'FEET SOUTH OF A 24-INCH TREE.  IT IS A STANDARD DISK SET IN A
 DG1417'DRILL HOLE IN A ROCK OUT-CROP 4 BY 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0539 ***********************************************************************
 DF0539  DESIGNATION -  C 69
 DF0539  PID         -  DF0539
 DF0539  STATE/COUNTY-  GA/BALDWIN
 DF0539  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF0539
 DF0539                         *CURRENT SURVEY CONTROL
 DF0539  ___________________________________________________________________
 DF0539* NAD 83(1986)-  33 05 30.     (N)    083 14 26.     (W)     SCALED    
 DF0539* NAVD 88     -        96.091  (meters)     315.26   (feet)  ADJUSTED  
 DF0539  ___________________________________________________________________
 DF0539  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DF0539  DYNAMIC HT  -          95.989 (meters)     314.92  (feet)  COMP
 DF0539  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DF0539
 DF0539  VERT ORDER  -  FIRST     CLASS II
 DF0539
 DF0539.The horizontal coordinates were scaled from a topographic map and have
 DF0539.an estimated accuracy of +/- 6 seconds.
 DF0539
 DF0539.The orthometric height was determined by differential leveling
 DF0539.and adjusted by the National Geodetic Survey in June 1991..
 DF0539.WARNING-Repeat measurements at this control monument indicate possible
 DF0539.vertical movement.
 DF0539
 DF0539.The geoid height was determined by GEOID03.
 DF0539
 DF0539.The dynamic height is computed by dividing the NAVD 88
 DF0539.geopotential number by the normal gravity value computed on the
 DF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0539.degrees latitude (g = 980.6199 gals.).
 DF0539
 DF0539.The modeled gravity was interpolated from observed gravity values.
 DF0539
 DF0539;                    North         East    Units  Estimated Accuracy
 DF0539;SPC GA E     -   343,280.       99,750.      MT  (+/- 180 meters Scaled)
 DF0539
 DF0539                          SUPERSEDED SURVEY CONTROL
 DF0539
 DF0539  NGVD 29 (??/??/92)   96.256  (m)          315.80   (f) ADJ UNCH    1 2
 DF0539
 DF0539.Superseded values are not recommended for survey control.
 DF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0539.See file dsdata.txt to determine how the superseded data were derived.
 DF0539
 DF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS908636(NAD 83)
 DF0539_MARKER: DB = BENCH MARK DISK
 DF0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DF0539_SP_SET: CULVERT
 DF0539_STAMPING: 315.800 C 69 1934
 DF0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF0539
 DF0539  HISTORY     - Date     Condition        Report By
 DF0539  HISTORY     - 1934     MONUMENTED       CGS
 DF0539  HISTORY     - 1959     GOOD             NGS
 DF0539  HISTORY     - 1959     GOOD             NGS
 DF0539  HISTORY     - 1976     GOOD             NGS
 DF0539  HISTORY     - 1979     GOOD             NGS
 DF0539  HISTORY     - 19960101 MARK NOT FOUND   METRIC
 DF0539  HISTORY     - 20041117 MARK NOT FOUND   GADT
 DF0539
 DF0539                          STATION DESCRIPTION
 DF0539
 DF0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DF0539'0.8 MI W FROM MILLEDGEVILLE.
 DF0539'0.75 MILE WEST ALONG THE GEORGIA RAILROAD FROM THE STATION AT
 DF0539'MILLEDGEVILLE, ABOUT 6 RAILS WEST OF MILEPOST M 46, AT THE
 DF0539'CROSSING OF THE CENTRAL OF GEORGIA RAILWAY AND A GRADED ROAD
 DF0539'LEADING TO A LARGE SAW MILL, 32 FEET SOUTH OF THE SOUTH RAIL
 DF0539'OF THE C. OF GA. RY., IN TOP OF THE EAST END OF THE SOUTH HEADWALL
 DF0539'TO A 4-FOOT CONCRETE BOX CULVERT, 18 FEET WEST OF THE CENTER
 DF0539'LINE OF ROAD TO MILL, 5 FEET WEST OF THE EAST END OF THE HEADWALL,
 DF0539'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 DF0539
 DF0539                          STATION RECOVERY (1959)
 DF0539
 DF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DF0539'RECOVERED IN GOOD CONDITION.
 DF0539
 DF0539                          STATION RECOVERY (1976)
 DF0539
 DF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0539'RECOVERED IN GOOD CONDITION.
 DF0539
 DF0539                          STATION RECOVERY (1979)
 DF0539
 DF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF0539'RECOVERED IN GOOD CONDITION.
 DF0539
 DF0539                          STATION RECOVERY (1996)
 DF0539
 DF0539'RECOVERY NOTE BY METRIC SURVEYS 1996 (HB)
 DF0539'NOT FOUND - GRADED ROAD IS NOW 4-LANE CONNECTOR STREET TO HOSPITAL -
 DF0539'LITTLE REMAINS OF ORIGINAL DESCRIPTION CALLS.
 DF0539
 DF0539                          STATION RECOVERY (2004)
 DF0539
 DF0539'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 DF0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0675 ***********************************************************************
 BS0675  DESIGNATION -  C 7
 BS0675  PID         -  BS0675
 BS0675  STATE/COUNTY-  GA/BERRIEN
 BS0675  USGS QUAD   -  TENMILE BAY (1972)
 BS0675
 BS0675                         *CURRENT SURVEY CONTROL
 BS0675  ___________________________________________________________________
 BS0675* NAD 83(1986)-  31 22 08.     (N)    083 09 12.     (W)     SCALED    
 BS0675* NAVD 88     -        77.898  (meters)     255.57   (feet)  ADJUSTED  
 BS0675  ___________________________________________________________________
 BS0675  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BS0675  DYNAMIC HT  -          77.804 (meters)     255.26  (feet)  COMP
 BS0675  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BS0675
 BS0675  VERT ORDER  -  FIRST     CLASS II
 BS0675
 BS0675.The horizontal coordinates were scaled from a topographic map and have
 BS0675.an estimated accuracy of +/- 6 seconds.
 BS0675
 BS0675.The orthometric height was determined by differential leveling
 BS0675.and adjusted by the National Geodetic Survey in June 1991..
 BS0675.WARNING-Repeat measurements at this control monument indicate possible
 BS0675.vertical movement.
 BS0675
 BS0675.The geoid height was determined by GEOID03.
 BS0675
 BS0675.The dynamic height is computed by dividing the NAVD 88
 BS0675.geopotential number by the normal gravity value computed on the
 BS0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0675.degrees latitude (g = 980.6199 gals.).
 BS0675
 BS0675.The modeled gravity was interpolated from observed gravity values.
 BS0675
 BS0675;                    North         East    Units  Estimated Accuracy
 BS0675;SPC GA W     -   152,190.      796,400.      MT  (+/- 180 meters Scaled)
 BS0675
 BS0675                          SUPERSEDED SURVEY CONTROL
 BS0675
 BS0675  NGVD 29 (??/??/92)   78.109  (m)          256.26   (f) ADJ UNCH    1 2
 BS0675
 BS0675.Superseded values are not recommended for survey control.
 BS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0675.See file dsdata.txt to determine how the superseded data were derived.
 BS0675
 BS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ952724(NAD 83)
 BS0675_MARKER: DB = BENCH MARK DISK
 BS0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0675_STAMPING: C 7 1917 ELEV 256.276 FEET
 BS0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0675+STABILITY: SURFACE MOTION
 BS0675
 BS0675  HISTORY     - Date     Condition        Report By
 BS0675  HISTORY     - 1917     MONUMENTED       CGS
 BS0675  HISTORY     - 1962     GOOD             NGS
 BS0675
 BS0675                          STATION DESCRIPTION
 BS0675
 BS0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BS0675'4.2 MI E FROM ALAPAHA.
 BS0675'ABOUT 4.15 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BS0675'THE STATION AT ALAPAHA, 0.45 MILE WEST OF MILEPOST NO. P 636,
 BS0675'0.15 MILE WEST OF A POINT WHERE A GRADED DIRT ROAD TURNS NORTH
 BS0675'AWAY FROM THE TRACK, 0.6 MILE WEST OF A ROAD CROSSING AT GLORY,
 BS0675'24 1/2 FEET SOUTH OF THE SOUTH RAIL, 81 FEET NORTHEAST OF
 BS0675'TELEPHONE POLE NO. E 25-3, 107 FEET NORTHWEST OF A TELEPHONE
 BS0675'POLE, 1 1/2 FEET WEST OF A WITNESS POST, 2 1/2 FEET BELOW THE TOP
 BS0675'OF RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 BS0675'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6200 ***********************************************************************
 CK6200  DESIGNATION -  C 7
 CK6200  PID         -  CK6200
 CK6200  STATE/COUNTY-  GA/CHATHAM
 CK6200  USGS QUAD   -  MELDRIM SE (1976)
 CK6200
 CK6200                         *CURRENT SURVEY CONTROL
 CK6200  ___________________________________________________________________
 CK6200* NAD 83(1994)-  32 05 48.37085(N)    081 17 37.62387(W)     ADJUSTED  
 CK6200* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 CK6200  ___________________________________________________________________
 CK6200  X           -     818,650.328 (meters)                     COMP
 CK6200  Y           -  -5,346,025.049 (meters)                     COMP
 CK6200  Z           -   3,369,513.255 (meters)                     COMP
 CK6200  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CK6200  ELLIP HEIGHT-         -25.23  (meters)          (09/03/97) GPS OBS
 CK6200  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 CK6200
 CK6200  HORZ ORDER  -  SECOND
 CK6200  ELLP ORDER  -  FOURTH    CLASS II
 CK6200
 CK6200.The horizontal coordinates were established by GPS observations
 CK6200.and adjusted by the National Geodetic Survey in September 1997..
 CK6200
 CK6200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6200
 CK6200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6200
 CK6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6200
 CK6200.The ellipsoidal height was determined by GPS observations
 CK6200.and is referenced to NAD 83.
 CK6200
 CK6200.The geoid height was determined by GEOID03.
 CK6200
 CK6200;                    North         East     Units Scale Factor Converg.
 CK6200;SPC GA E     -   232,779.831   282,387.800   MT  0.99998368   +0 27 49.8
 CK6200;SPC GA E     -   763,711.83    926,467.31   sFT  0.99998368   +0 27 49.8
 CK6200;UTM  17      - 3,551,199.726   472,279.624   MT  0.99960948   -0 09 22.0
 CK6200
 CK6200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6200!SPC GA E     -   1.00000396  x   0.99998368  =   0.99998764
 CK6200!UTM  17      -   1.00000396  x   0.99960948  =   0.99961344
 CK6200
 CK6200                          SUPERSEDED SURVEY CONTROL
 CK6200
 CK6200  NAD 83(1986)-  32 05 48.38490(N)    081 17 37.63698(W) AD(       ) 2
 CK6200  NGVD 29 (03/03/92)    5.9    (m)           19.     (f) GPS OBS        
 CK6200
 CK6200.Superseded values are not recommended for survey control.
 CK6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6200.See file dsdata.txt to determine how the superseded data were derived.
 CK6200
 CK6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7228051200(NAD 83)
 CK6200_MARKER: DD = SURVEY DISK
 CK6200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6200_SP_SET: CONCRETE POST
 CK6200_STAMPING: C 7 MARCH 1990
 CK6200_MARK LOGO: GA4910
 CK6200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6200+STABILITY: SURFACE MOTION
 CK6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6200+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6200
 CK6200  HISTORY     - Date     Condition        Report By
 CK6200  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6200
 CK6200                          STATION DESCRIPTION
 CK6200
 CK6200'DESCRIBED BY GEONEX 1990
 CK6200'STATION IS LOCATED ALONG PINE BARREN ROAD APPROXIMATELY 2.5 MI
 CK6200'(4.02 KM) SOUTH- SOUTHEAST FROM BLOOMINGDALE, 3.2 MI (5.15 KM)
 CK6200'SOUTHWEST FROM POOLER, AND 10.7 MI (17.22 KM) NORTH FROM RICHMOND
 CK6200'HILL.
 CK6200'TO REACH STATION C 7 FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CK6200'STATE HIGHWAY 17 (CHERRY STREET) IN BLOOMINGDALE, GO SOUTH ALONG
 CK6200'STATE HIGHWAY 17 (CHERRY STREET) FOR 1.6 MI (2.57 KM) TO THE
 CK6200'INTERSECTION WITH PINE BARREN ROAD ON THE LEFT.  TURN LEFT AND GO
 CK6200'SOUTHEASTERLY ALONG PINE BARREN ROAD FOR 1.7 MI (2.74 KM) TO A SHARP
 CK6200'CURVE TO THE LEFT.  FOLLOW THE SHARP CURVE TO THE LEFT AND CONTINUE
 CK6200'NORTHEAST ALONG PINE BARREN ROAD FOR 0.25 MI (0.40 KM) TO THE STATION
 CK6200'ON THE RIGHT.
 CK6200'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6200'STAMPED ---C 7  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6200'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.6 FT (0.18 M)
 CK6200'BELOW GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6200'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6200'SOUTHEASTERLY, 20 FT (6.10 M) FROM THE CENTERLINE OF PINE BARREN ROAD
 CK6200', 186 DEGREES AZIMUTH, 41.3 FT (12.59 M) FROM THE CENTER OF A MAIN BOX
 CK6200'POST ON THE NORTH SIDE OF THE ROAD, 120 DEGREES AZIMUTH, 45.8 FT
 CK6200'(13.96 M) FROM  A MAIL BOX POST ON THE NORTH SIDE OF THE ROAD, 33
 CK6200'DEGREES AZIMUTH, 44.6 FT (13.59 M) FROM A PK NAIL W/ SHINER IN THE
 CK6200'FACING SIDE OF POWER POLE, AND 284 DEGREES AZIMUTH, 7.1 FT (2.16 M)
 CK6200'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0340 ***********************************************************************
 DF0340  DESIGNATION -  C 70
 DF0340  PID         -  DF0340
 DF0340  STATE/COUNTY-  GA/WARREN
 DF0340  USGS QUAD   -  THOMSON WEST (1987)
 DF0340
 DF0340                         *CURRENT SURVEY CONTROL
 DF0340  ___________________________________________________________________
 DF0340* NAD 83(1986)-  33 27 52.     (N)    082 36 59.     (W)     SCALED    
 DF0340* NAVD 88     -       174.476  (meters)     572.43   (feet)  ADJUSTED  
 DF0340  ___________________________________________________________________
 DF0340  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DF0340  DYNAMIC HT  -         174.291 (meters)     571.82  (feet)  COMP
 DF0340  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DF0340
 DF0340  VERT ORDER  -  FIRST     CLASS II
 DF0340
 DF0340.The horizontal coordinates were scaled from a topographic map and have
 DF0340.an estimated accuracy of +/- 6 seconds.
 DF0340
 DF0340.The orthometric height was determined by differential leveling
 DF0340.and adjusted by the National Geodetic Survey in June 1991..
 DF0340
 DF0340.The geoid height was determined by GEOID03.
 DF0340
 DF0340.The dynamic height is computed by dividing the NAVD 88
 DF0340.geopotential number by the normal gravity value computed on the
 DF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0340.degrees latitude (g = 980.6199 gals.).
 DF0340
 DF0340.The modeled gravity was interpolated from observed gravity values.
 DF0340
 DF0340;                    North         East    Units  Estimated Accuracy
 DF0340;SPC GA E     -   384,200.      158,200.      MT  (+/- 180 meters Scaled)
 DF0340
 DF0340                          SUPERSEDED SURVEY CONTROL
 DF0340
 DF0340  NGVD 29 (??/??/92)  174.660  (m)          573.03   (f) ADJ UNCH    1 2
 DF0340
 DF0340.Superseded values are not recommended for survey control.
 DF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0340.See file dsdata.txt to determine how the superseded data were derived.
 DF0340
 DF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT497039(NAD 83)
 DF0340_MARKER: DB = BENCH MARK DISK
 DF0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0340_STAMPING: C 70 1934 572.912
 DF0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0340+STABILITY: SURFACE MOTION
 DF0340
 DF0340  HISTORY     - Date     Condition        Report By
 DF0340  HISTORY     - 1934     MONUMENTED       CGS
 DF0340  HISTORY     - 1962     GOOD             NGS
 DF0340  HISTORY     - 1971     MARK NOT FOUND   USGS
 DF0340  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF0340
 DF0340                          STATION DESCRIPTION
 DF0340
 DF0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DF0340'2.3 MI NE FROM CAMAK.
 DF0340'ABOUT 2.3 MILES NORTHEAST ALONG THE GEORGIA RAILROAD FROM THE
 DF0340'STATION AT CAMAK, 0.35 MILE SOUTHEAST OF MILEPOST 45, NEAR THE
 DF0340'CROSSING OF A GRADED ROAD, 30 FEET SOUTHWEST OF THE SOUTHWEST
 DF0340'RAIL OF THE MAIN TRACK, 35 1/2 FEET SOUTH OF THE CENTER OF THE
 DF0340'ROAD CROSSING THE MAIN TRACK, 27 FEET SOUTHEAST OF THE CENTER
 DF0340'LINE OF THE ROAD, 12 FEET NORTHWEST OF THE NORTH CORNER OF A
 DF0340'CONCRETE CURBING AROUND A 55-BY-4-FOOT PIT, 2 FEET BELOW THE LEVEL
 DF0340'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DF0340'5 INCHES ABOVE THE LEVEL OF THE GROUND.
 DF0340
 DF0340                          STATION RECOVERY (1971)
 DF0340
 DF0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DF0340'MARK NOT FOUND.
 DF0340
 DF0340                          STATION RECOVERY (1976)
 DF0340
 DF0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF0357 ***********************************************************************
 DF0357  DESIGNATION -  C 71
 DF0357  PID         -  DF0357
 DF0357  STATE/COUNTY-  GA/HANCOCK
 DF0357  USGS QUAD   -  WARTHEN NW (1961)
 DF0357
 DF0357                         *CURRENT SURVEY CONTROL
 DF0357  ___________________________________________________________________
 DF0357* NAD 83(1986)-  33 13 41.     (N)    082 54 12.     (W)     SCALED    
 DF0357* NAVD 88     -       177.738  (meters)     583.13   (feet)  ADJUSTED  
 DF0357  ___________________________________________________________________
 DF0357  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DF0357  DYNAMIC HT  -         177.547 (meters)     582.50  (feet)  COMP
 DF0357  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DF0357
 DF0357  VERT ORDER  -  SECOND    CLASS 0
 DF0357
 DF0357.The horizontal coordinates were scaled from a topographic map and have
 DF0357.an estimated accuracy of +/- 6 seconds.
 DF0357
 DF0357.The orthometric height was determined by differential leveling
 DF0357.and adjusted by the National Geodetic Survey in June 1991..
 DF0357
 DF0357.The geoid height was determined by GEOID03.
 DF0357
 DF0357.The dynamic height is computed by dividing the NAVD 88
 DF0357.geopotential number by the normal gravity value computed on the
 DF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF0357.degrees latitude (g = 980.6199 gals.).
 DF0357
 DF0357.The modeled gravity was interpolated from observed gravity values.
 DF0357
 DF0357;                    North         East    Units  Estimated Accuracy
 DF0357;SPC GA E     -   358,130.      131,340.      MT  (+/- 180 meters Scaled)
 DF0357
 DF0357                          SUPERSEDED SURVEY CONTROL
 DF0357
 DF0357  NGVD 29 (??/??/92)  177.886  (m)          583.61   (f) ADJ UNCH    2 0
 DF0357
 DF0357.Superseded values are not recommended for survey control.
 DF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF0357.See file dsdata.txt to determine how the superseded data were derived.
 DF0357
 DF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS226781(NAD 83)
 DF0357_MARKER: DB = BENCH MARK DISK
 DF0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF0357_STAMPING: C 71 1934 583.614
 DF0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF0357+STABILITY: SURFACE MOTION
 DF0357
 DF0357  HISTORY     - Date     Condition        Report By
 DF0357  HISTORY     - 1934     MONUMENTED       CGS
 DF0357  HISTORY     - 1955     GOOD             NGS
 DF0357  HISTORY     - 1976     GOOD             NGS
 DF0357
 DF0357                          STATION DESCRIPTION
 DF0357
 DF0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DF0357'5.5 MI SE FROM SPARTA.
 DF0357'ABOUT 5.8 MILES SE ALONG NO. 15 GEORGIA HIGHWAY FROM THE
 DF0357'COURTHOUSE AT SPARTA, THENCE OBTUSE ANGLE LEFT BACK NORTHERLY
 DF0357'0.35 MILE ON EARTH ROAD TO HOUSE AND MARK ON THE LEFT, ON JAMES
 DF0357'DIXON PROPERTY, 55 FEET ESE OF SE CORNER OF CONCRETE BLOCK PORCH,
 DF0357'58 FEET S OF A 30-INCH CEDAR TREE, 29 FEET W OF THE CENTER OF THE
 DF0357'ROAD, AND 2.2 FEET HIGHER THAN SAME.  A STANDARD DISK IS STAMPED
 DF0357'C 71 1934 583.614 AND SET IN TOP OF A CONCRETE POST THAT PROJECTS
 DF0357'0.6 FOOT.
 DF0357
 DF0357                          STATION RECOVERY (1976)
 DF0357
 DF0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0429 ***********************************************************************
 CL0429  DESIGNATION -  C 72
 CL0429  PID         -  CL0429
 CL0429  STATE/COUNTY-  GA/JOHNSON
 CL0429  USGS QUAD   -  WRIGHTSVILLE (1974)
 CL0429
 CL0429                         *CURRENT SURVEY CONTROL
 CL0429  ___________________________________________________________________
 CL0429* NAD 83(1986)-  32 43 25.     (N)    082 43 14.     (W)     SCALED    
 CL0429* NAVD 88     -        93.752  (meters)     307.58   (feet)  ADJUSTED  
 CL0429  ___________________________________________________________________
 CL0429  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CL0429  DYNAMIC HT  -          93.647 (meters)     307.24  (feet)  COMP
 CL0429  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CL0429
 CL0429  VERT ORDER  -  SECOND    CLASS 0
 CL0429
 CL0429.The horizontal coordinates were scaled from a topographic map and have
 CL0429.an estimated accuracy of +/- 6 seconds.
 CL0429
 CL0429.The orthometric height was determined by differential leveling
 CL0429.and adjusted by the National Geodetic Survey in June 1991..
 CL0429
 CL0429.The geoid height was determined by GEOID03.
 CL0429
 CL0429.The dynamic height is computed by dividing the NAVD 88
 CL0429.geopotential number by the normal gravity value computed on the
 CL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0429.degrees latitude (g = 980.6199 gals.).
 CL0429
 CL0429.The modeled gravity was interpolated from observed gravity values.
 CL0429
 CL0429;                    North         East    Units  Estimated Accuracy
 CL0429;SPC GA E     -   302,090.      148,080.      MT  (+/- 180 meters Scaled)
 CL0429
 CL0429                          SUPERSEDED SURVEY CONTROL
 CL0429
 CL0429  NGVD 29 (??/??/92)   93.900  (m)          308.07   (f) ADJ UNCH    2 0
 CL0429
 CL0429.Superseded values are not recommended for survey control.
 CL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0429.See file dsdata.txt to determine how the superseded data were derived.
 CL0429
 CL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS387219(NAD 83)
 CL0429_MARKER: DB = BENCH MARK DISK
 CL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0429_STAMPING: C 72 1934 308.070
 CL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0429+STABILITY: SURFACE MOTION
 CL0429
 CL0429  HISTORY     - Date     Condition        Report By
 CL0429  HISTORY     - 1934     MONUMENTED       CGS
 CL0429  HISTORY     - 1955     GOOD             NGS
 CL0429  HISTORY     - 1977     MARK NOT FOUND   NGS
 CL0429
 CL0429                          STATION DESCRIPTION
 CL0429
 CL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CL0429'0.3 MI SW FROM WRIGHTSVILLE.
 CL0429'0.4 MILE SOUTH ALONG MARKET STREET FROM THE COURTHOUSE AT
 CL0429'WRIGHTSVILLE, 0.3 MILE SOUTHWEST ALONG THE WRIGHTSVILLE AND TENNILLE
 CL0429'RAILROAD FROM THE RAILROAD STATION, 0.1 MILE NORTHEAST OF NO. T 17
 CL0429'RAILROAD MILEPOST, 95 YARDS SOUTHWEST OF THE CENTER OF MARKET STREET
 CL0429'CROSSING, 117 FEET EAST OF THE CENTER OF MYRTLE AVENUE, 36.5 FEET
 CL0429'SOUTHWEST OF THE MOST SOUTHERLY CORNER OF AN OLD GIN ACCESSORY
 CL0429'BUILDING, 71 FEET NORTHEAST OF THE CENTER OF A RAILROAD CULVERT,
 CL0429'30 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN LINE, AND 1.2
 CL0429'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 CL0429'C 72 1934 308.070 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CL0429'0.5 FOOT.
 CL0429
 CL0429                          STATION RECOVERY (1977)
 CL0429
 CL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CL0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0025 ***********************************************************************
 CL0025  DESIGNATION -  C 73
 CL0025  PID         -  CL0025
 CL0025  STATE/COUNTY-  GA/BURKE
 CL0025  USGS QUAD   -  COLEMANS LAKE (1973)
 CL0025
 CL0025                         *CURRENT SURVEY CONTROL
 CL0025  ___________________________________________________________________
 CL0025* NAD 83(1986)-  32 50 42.     (N)    082 17 53.     (W)     SCALED    
 CL0025* NAVD 88     -        70.034  (meters)     229.77   (feet)  ADJUSTED  
 CL0025  ___________________________________________________________________
 CL0025  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CL0025  DYNAMIC HT  -          69.956 (meters)     229.51  (feet)  COMP
 CL0025  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CL0025
 CL0025  VERT ORDER  -  SECOND    CLASS 0
 CL0025
 CL0025.The horizontal coordinates were scaled from a topographic map and have
 CL0025.an estimated accuracy of +/- 6 seconds.
 CL0025
 CL0025.The orthometric height was determined by differential leveling
 CL0025.and adjusted by the National Geodetic Survey in June 1991..
 CL0025
 CL0025.The geoid height was determined by GEOID03.
 CL0025
 CL0025.The dynamic height is computed by dividing the NAVD 88
 CL0025.geopotential number by the normal gravity value computed on the
 CL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0025.degrees latitude (g = 980.6199 gals.).
 CL0025
 CL0025.The modeled gravity was interpolated from observed gravity values.
 CL0025
 CL0025;                    North         East    Units  Estimated Accuracy
 CL0025;SPC GA E     -   315,420.      187,700.      MT  (+/- 180 meters Scaled)
 CL0025
 CL0025                          SUPERSEDED SURVEY CONTROL
 CL0025
 CL0025  NGVD 29 (??/??/92)   70.233  (m)          230.42   (f) ADJ UNCH    2 0
 CL0025
 CL0025.Superseded values are not recommended for survey control.
 CL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0025.See file dsdata.txt to determine how the superseded data were derived.
 CL0025
 CL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS785348(NAD 83)
 CL0025_MARKER: DB = BENCH MARK DISK
 CL0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0025_STAMPING: C 73 1934 230.423
 CL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0025+STABILITY: SURFACE MOTION
 CL0025
 CL0025  HISTORY     - Date     Condition        Report By
 CL0025  HISTORY     - 1934     MONUMENTED       CGS
 CL0025  HISTORY     - UNK      GOOD             NGS
 CL0025
 CL0025                          STATION DESCRIPTION
 CL0025
 CL0025'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 CL0025'4.2 MI W FROM MIDVILLE.
 CL0025'ABOUT 4.2 MILES WESTERLY ALONG THE CENTRAL OF GEORGIA RAILWAY
 CL0025'FROM THE STATION AT MIDVILLE, BURKE COUNTY, ABOUT 1420 FEET W OF
 CL0025'NO. S 103 RAILROAD MILEPOST, 171 FEET W OF THE OGEECHEE HUNTING
 CL0025'CLUB ROAD CROSSING, AT THE W END OF A LONG CUT, 81 FEET SSW OF
 CL0025'NO. E 37 TELEPHONE POLE OF THE SOUTHERN ONE OF TWO LINES OF
 CL0025'POLES, 34.8 FEET S OF S RAIL, AND THE SAME ELEVATION AS THE TOP
 CL0025'OF THE RAIL.  A STANDARD DISK IS STAMPED C 73 1934 230.423 AND
 CL0025'SET IN TOP OF A CONCRETE POST THAT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0288 ***********************************************************************
 CL0288  DESIGNATION -  C 75
 CL0288  PID         -  CL0288
 CL0288  STATE/COUNTY-  GA/TREUTLEN
 CL0288  USGS QUAD   -  SOPERTON NORTH (1985)
 CL0288
 CL0288                         *CURRENT SURVEY CONTROL
 CL0288  ___________________________________________________________________
 CL0288* NAD 83(1986)-  32 23 45.     (N)    082 37 03.     (W)     SCALED    
 CL0288* NAVD 88     -        85.785  (meters)     281.45   (feet)  ADJUSTED  
 CL0288  ___________________________________________________________________
 CL0288  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CL0288  DYNAMIC HT  -          85.686 (meters)     281.12  (feet)  COMP
 CL0288  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CL0288
 CL0288  VERT ORDER  -  SECOND    CLASS 0
 CL0288
 CL0288.The horizontal coordinates were scaled from a topographic map and have
 CL0288.an estimated accuracy of +/- 6 seconds.
 CL0288
 CL0288.The orthometric height was determined by differential leveling
 CL0288.and adjusted by the National Geodetic Survey in June 1991..
 CL0288
 CL0288.The geoid height was determined by GEOID03.
 CL0288
 CL0288.The dynamic height is computed by dividing the NAVD 88
 CL0288.geopotential number by the normal gravity value computed on the
 CL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0288.degrees latitude (g = 980.6199 gals.).
 CL0288
 CL0288.The modeled gravity was interpolated from observed gravity values.
 CL0288
 CL0288;                    North         East    Units  Estimated Accuracy
 CL0288;SPC GA E     -   265,700.      157,590.      MT  (+/- 180 meters Scaled)
 CL0288
 CL0288                          SUPERSEDED SURVEY CONTROL
 CL0288
 CL0288  NGVD 29 (??/??/92)   85.979  (m)          282.08   (f) ADJ UNCH    2 0
 CL0288
 CL0288.Superseded values are not recommended for survey control.
 CL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0288.See file dsdata.txt to determine how the superseded data were derived.
 CL0288
 CL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR478854(NAD 83)
 CL0288_MARKER: DB = BENCH MARK DISK
 CL0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0288_STAMPING: C 75 1934
 CL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0288+STABILITY: SURFACE MOTION
 CL0288
 CL0288  HISTORY     - Date     Condition        Report By
 CL0288  HISTORY     - 1934     MONUMENTED       CGS
 CL0288  HISTORY     - 1955     MARK NOT FOUND   NGS
 CL0288
 CL0288                          STATION DESCRIPTION
 CL0288
 CL0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0288'2.1 MI NW FROM SOPERTON.
 CL0288'2.1 MILES NORTHWEST ALONG THE MACON, DUBLIN AND SAVANNAH RAILROAD
 CL0288'FROM THE STATION AT SOPERTON, TREUTLEN COUNTY, 0.3 MILE SOUTHEAST
 CL0288'OF THE MILEPOST M 74, AT A ROAD CROSSING, 72 FEET NORTHWEST OF
 CL0288'THE CENTERLINE OF THE ROAD, 19 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CL0288'62 FEET SOUTHWEST OF A FENCE LINE, AND LEVEL WITH THE RAIL.
 CL0288'A STANDARD DISK, STAMPED C 75 1934 AND SET IN THE TOP OF A
 CL0288'CONCRETE POST.
 CL0288
 CL0288                          STATION RECOVERY (1955)
 CL0288
 CL0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CL0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0280 ***********************************************************************
 CL0280  DESIGNATION -  C 76
 CL0280  PID         -  CL0280
 CL0280  STATE/COUNTY-  GA/WHEELER
 CL0280  USGS QUAD   -  MC RAE (1985)
 CL0280
 CL0280                         *CURRENT SURVEY CONTROL
 CL0280  ___________________________________________________________________
 CL0280* NAD 83(1986)-  32 05 15.     (N)    082 52 49.     (W)     SCALED    
 CL0280* NAVD 88     -        56.193  (meters)     184.36   (feet)  ADJUSTED  
 CL0280  ___________________________________________________________________
 CL0280  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CL0280  DYNAMIC HT  -          56.127 (meters)     184.14  (feet)  COMP
 CL0280  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CL0280
 CL0280  VERT ORDER  -  FIRST     CLASS II
 CL0280
 CL0280.The horizontal coordinates were scaled from a topographic map and have
 CL0280.an estimated accuracy of +/- 6 seconds.
 CL0280
 CL0280.The orthometric height was determined by differential leveling
 CL0280.and adjusted by the National Geodetic Survey in June 1991..
 CL0280
 CL0280.The geoid height was determined by GEOID03.
 CL0280
 CL0280.The dynamic height is computed by dividing the NAVD 88
 CL0280.geopotential number by the normal gravity value computed on the
 CL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0280.degrees latitude (g = 980.6199 gals.).
 CL0280
 CL0280.The modeled gravity was interpolated from observed gravity values.
 CL0280
 CL0280;                    North         East    Units  Estimated Accuracy
 CL0280;SPC GA E     -   231,640.      132,640.      MT  (+/- 180 meters Scaled)
 CL0280
 CL0280                          SUPERSEDED SURVEY CONTROL
 CL0280
 CL0280  NGVD 29 (??/??/92)   56.433  (m)          185.15   (f) ADJ UNCH    1 2
 CL0280
 CL0280.Superseded values are not recommended for survey control.
 CL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0280.See file dsdata.txt to determine how the superseded data were derived.
 CL0280
 CL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR225516(NAD 83)
 CL0280_MARKER: DB = BENCH MARK DISK
 CL0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0280_STAMPING: C 76 1934
 CL0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0280+STABILITY: SURFACE MOTION
 CL0280
 CL0280  HISTORY     - Date     Condition        Report By
 CL0280  HISTORY     - 1934     MONUMENTED       CGS
 CL0280  HISTORY     - 1959     GOOD             NGS
 CL0280
 CL0280                          STATION DESCRIPTION
 CL0280
 CL0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0280'1.9 MI NE FROM MC RAE.
 CL0280'ABOUT 1.65 MILES NORTHEAST ALONG U.S. HIGHWAYS 441 AND 319 FROM
 CL0280'THE CROSSING OF THE SOUTHERN RAILWAY AT MC RAE, THENCE ABOUT
 CL0280'0.25 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILROAD, 0.25
 CL0280'MILE NORTHEAST OF THE U.S. HIGHWAY 441 AND 319 OVERPASS OVER
 CL0280'THE TRACK, 55 FEET NORTHWEST OF THE NORTHWEST RAIL, 67 1/2 FEET
 CL0280'WEST OF THE 8TH. TELEGRAPH POLE NORTHEAST OF THE OVERPASS,
 CL0280'7 FEET NORTHEAST OF TELEPHONE POLE 93 AND IS IN LINE WITH THE ROW
 CL0280'OF POLES, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, 1 1/2 FEET
 CL0280'SOUTHWEST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 CL0280'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0948 ***********************************************************************
 BS0948  DESIGNATION -  C 77
 BS0948  PID         -  BS0948
 BS0948  STATE/COUNTY-  GA/DODGE
 BS0948  USGS QUAD   -  RHINE (1977)
 BS0948
 BS0948                         *CURRENT SURVEY CONTROL
 BS0948  ___________________________________________________________________
 BS0948* NAD 83(1986)-  31 59 17.     (N)    083 12 15.     (W)     SCALED    
 BS0948* NAVD 88     -        65.426  (meters)     214.65   (feet)  ADJUSTED  
 BS0948  ___________________________________________________________________
 BS0948  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BS0948  DYNAMIC HT  -          65.350 (meters)     214.40  (feet)  COMP
 BS0948  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 BS0948
 BS0948  VERT ORDER  -  FIRST     CLASS II
 BS0948
 BS0948.The horizontal coordinates were scaled from a topographic map and have
 BS0948.an estimated accuracy of +/- 6 seconds.
 BS0948
 BS0948.The orthometric height was determined by differential leveling
 BS0948.and adjusted by the National Geodetic Survey in June 1991..
 BS0948
 BS0948.The geoid height was determined by GEOID03.
 BS0948
 BS0948.The dynamic height is computed by dividing the NAVD 88
 BS0948.geopotential number by the normal gravity value computed on the
 BS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0948.degrees latitude (g = 980.6199 gals.).
 BS0948
 BS0948.The modeled gravity was interpolated from observed gravity values.
 BS0948
 BS0948;                    North         East    Units  Estimated Accuracy
 BS0948;SPC GA E     -   220,860.      101,960.      MT  (+/- 180 meters Scaled)
 BS0948
 BS0948                          SUPERSEDED SURVEY CONTROL
 BS0948
 BS0948  NGVD 29 (??/??/92)   65.642  (m)          215.36   (f) ADJ UNCH    1 2
 BS0948
 BS0948.Superseded values are not recommended for survey control.
 BS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0948.See file dsdata.txt to determine how the superseded data were derived.
 BS0948
 BS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR917412(NAD 83)
 BS0948_MARKER: DB = BENCH MARK DISK
 BS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0948_STAMPING: C 77 1934
 BS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0948+STABILITY: SURFACE MOTION
 BS0948
 BS0948  HISTORY     - Date     Condition        Report By
 BS0948  HISTORY     - 1934     MONUMENTED       CGS
 BS0948  HISTORY     - 1961     MARK NOT FOUND   NGS
 BS0948
 BS0948                          STATION DESCRIPTION
 BS0948
 BS0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BS0948'AT RHINE.
 BS0948'AT RHINE, DODGE COUNTY, 0.2 MILE WEST ALONG THE SEABOARD AIR LINE
 BS0948'RAILWAY FROM THE STATION, AT THE OLD EASTMEN ROAD CROSSING,
 BS0948'32 FEET WEST OF THE CENTERLINE OF THE ROAD, 23 FEET SOUTH OF THE
 BS0948'SOUTH RAIL, AND 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 BS0948'STAMPED C 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0889 ***********************************************************************
 BS0889  DESIGNATION -  C 78
 BS0889  PID         -  BS0889
 BS0889  STATE/COUNTY-  GA/IRWIN
 BS0889  USGS QUAD   -  WATERLOO (1987)
 BS0889
 BS0889                         *CURRENT SURVEY CONTROL
 BS0889  ___________________________________________________________________
 BS0889* NAD 83(1986)-  31 32 50.     (N)    083 25 03.     (W)     SCALED    
 BS0889* NAVD 88     -        87.005  (meters)     285.45   (feet)  ADJUSTED  
 BS0889  ___________________________________________________________________
 BS0889  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BS0889  DYNAMIC HT  -          86.904 (meters)     285.12  (feet)  COMP
 BS0889  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 BS0889
 BS0889  VERT ORDER  -  FIRST     CLASS II
 BS0889
 BS0889.The horizontal coordinates were scaled from a topographic map and have
 BS0889.an estimated accuracy of +/- 6 seconds.
 BS0889
 BS0889.The orthometric height was determined by differential leveling
 BS0889.and adjusted by the National Geodetic Survey in June 1991..
 BS0889
 BS0889.The geoid height was determined by GEOID03.
 BS0889
 BS0889.The dynamic height is computed by dividing the NAVD 88
 BS0889.geopotential number by the normal gravity value computed on the
 BS0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0889.degrees latitude (g = 980.6199 gals.).
 BS0889
 BS0889.The modeled gravity was interpolated from observed gravity values.
 BS0889
 BS0889;                    North         East    Units  Estimated Accuracy
 BS0889;SPC GA W     -   171,760.      771,130.      MT  (+/- 180 meters Scaled)
 BS0889
 BS0889                          SUPERSEDED SURVEY CONTROL
 BS0889
 BS0889  NGVD 29 (??/??/92)   87.20   (m)          286.1    (f) COMPUTED    1 2
 BS0889
 BS0889.Superseded values are not recommended for survey control.
 BS0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0889.See file dsdata.txt to determine how the superseded data were derived.
 BS0889
 BS0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ705927(NAD 83)
 BS0889_MARKER: DB = BENCH MARK DISK
 BS0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0889_STAMPING: C 78 1934
 BS0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0889+STABILITY: SURFACE MOTION
 BS0889
 BS0889  HISTORY     - Date     Condition        Report By
 BS0889  HISTORY     - 1934     MONUMENTED       CGS
 BS0889
 BS0889                          STATION DESCRIPTION
 BS0889
 BS0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0889'7.2 MI SW FROM MYSTIC.
 BS0889'ALONG THE ATLANTA BIRMINGHAM AND COAST RAILROAD, 0.8 MILES
 BS0889'NORTHEAST OF HARDING STATION, 1620 FEET SOUTHWEST OF MILEPOST
 BS0889'C-142, 510 FEET SOUTHWEST OF ALPHAE RIVER BRIDGE, 24.0 FEET
 BS0889'SOUTHEAST OF SOUTHEAST RAIL, IN TELEPHONE POLE LINE, 1 1/2 FEET
 BS0889'ABOVE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0989 ***********************************************************************
 BS0989  CBN         -  This is a Cooperative Base Network Control Station.
 BS0989  DESIGNATION -  C 79
 BS0989  PID         -  BS0989
 BS0989  STATE/COUNTY-  GA/CRISP
 BS0989  USGS QUAD   -  CORDELE (1987)
 BS0989
 BS0989                         *CURRENT SURVEY CONTROL
 BS0989  ___________________________________________________________________
 BS0989* NAD 83(1994)-  31 58 12.13500(N)    083 46 51.81903(W)     ADJUSTED  
 BS0989* NAVD 88     -        97.012  (meters)     318.28   (feet)  ADJUSTED  
 BS0989  ___________________________________________________________________
 BS0989  X           -     586,691.007 (meters)                     COMP
 BS0989  Y           -  -5,384,006.266 (meters)                     COMP
 BS0989  Z           -   3,357,650.497 (meters)                     COMP
 BS0989  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BS0989  ELLIP HEIGHT-          70.09  (meters)          (09/21/99) GPS OBS
 BS0989  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BS0989  DYNAMIC HT  -          96.897 (meters)     317.90  (feet)  COMP
 BS0989  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 BS0989
 BS0989  HORZ ORDER  -  B
 BS0989  VERT ORDER  -  SECOND    CLASS 0
 BS0989  ELLP ORDER  -  THIRD     CLASS I
 BS0989
 BS0989.The horizontal coordinates were established by GPS observations
 BS0989.and adjusted by the National Geodetic Survey in September 1999..
 BS0989.No horizontal observational check was made to the station.
 BS0989
 BS0989.The orthometric height was determined by differential leveling
 BS0989.and adjusted by the National Geodetic Survey in June 1991..
 BS0989
 BS0989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BS0989
 BS0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0989
 BS0989.The ellipsoidal height was determined by GPS observations
 BS0989.and is referenced to NAD 83.
 BS0989
 BS0989.The geoid height was determined by GEOID03.
 BS0989
 BS0989.The dynamic height is computed by dividing the NAVD 88
 BS0989.geopotential number by the normal gravity value computed on the
 BS0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0989.degrees latitude (g = 980.6199 gals.).
 BS0989
 BS0989.The modeled gravity was interpolated from observed gravity values.
 BS0989
 BS0989;                    North         East     Units Scale Factor Converg.
 BS0989;SPC GA W     -   218,459.692   736,445.427   MT  0.99991638   +0 12 15.0
 BS0989;SPC GA W     -   716,729.84  2,416,154.71   sFT  0.99991638   +0 12 15.0
 BS0989;UTM  17      - 3,540,493.425   237,182.875   MT  1.00045194   -1 28 24.1
 BS0989
 BS0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0989!SPC GA W     -   0.99998899  x   0.99991638  =   0.99990538
 BS0989!UTM  17      -   0.99998899  x   1.00045194  =   1.00044093
 BS0989
 BS0989                          SUPERSEDED SURVEY CONTROL
 BS0989
 BS0989  NAD 83(1994)-  31 58 12.13419(N)    083 46 51.81743(W) AD(       ) B
 BS0989  ELLIP H (03/09/95)   70.10   (m)                       GP(       ) 1 1
 BS0989  NAD 83(1986)-  31 58 12.13670(N)    083 46 51.81286(W) AD(       ) 3
 BS0989  NAVD 88 (03/09/95)   97.01   (m)          318.3    (f) LEVELING    3  
 BS0989  NGVD 29 (??/??/92)   97.179  (m)          318.83   (f) ADJ UNCH    2 0
 BS0989
 BS0989.Superseded values are not recommended for survey control.
 BS0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0989.See file dsdata.txt to determine how the superseded data were derived.
 BS0989
 BS0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR3718340493(NAD 83)
 BS0989_MARKER: DB = BENCH MARK DISK
 BS0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS0989_STAMPING: C 79 1934
 BS0989_MARK LOGO: CGS   
 BS0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 BS0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0989+STABILITY: SURFACE MOTION
 BS0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BS0989+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BS0989
 BS0989  HISTORY     - Date     Condition        Report By
 BS0989  HISTORY     - 1934     MONUMENTED       CGS
 BS0989  HISTORY     - 1972     MARK NOT FOUND   NGS
 BS0989  HISTORY     - 1987     GOOD             NGS
 BS0989  HISTORY     - 19940306 GOOD             GAPC
 BS0989  HISTORY     - 19950225 GOOD             LOCENG
 BS0989  HISTORY     - 19980408 GOOD             NGS
 BS0989  HISTORY     - 20020801 GOOD             GADT
 BS0989  HISTORY     - 20040109 GOOD             INDIV
 BS0989  HISTORY     - 20050724 POOR             JCLS
 BS0989
 BS0989                          STATION DESCRIPTION
 BS0989
 BS0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0989'AT CORDELE.
 BS0989'AT CORDELE, CRISP COUNTY, 26 FEET WEST OF THE NORTHWEST CORNER OF
 BS0989'THE ATLANTIC COAST LINE RAILROAD FREIGHT STATION, 73 FEET SOUTH
 BS0989'OF THE SOUTH RAIL OF THE MAIN TRACK, 25.5 FEET EAST OF THE
 BS0989'CENTERLINE OF A STREET, AND AT THE EAST EDGE OF THE SIDEWALK.
 BS0989'A STANDARD DISK, STAMPED C 79 1934 AND SET IN THE TOP OF A
 BS0989'CONCRETE POST.
 BS0989
 BS0989                          STATION RECOVERY (1972)
 BS0989
 BS0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BS0989'MARK NOT FOUND.
 BS0989
 BS0989                          STATION RECOVERY (1987)
 BS0989
 BS0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BS0989'THE STATION WAS RECOVERED AT THIS DATE.
 BS0989'
 BS0989'THE STAION IS LOCATED IN NORTH CENTRAL CORDELE, AT THE JUNCTION OF
 BS0989'SIXTH STREET AND THE SEABOARD COAST LINE RAILROAD, IN THE PARKING
 BS0989'LOT AT THE SEABOARD FREIGHT STATION WOODEN BUILDING.
 BS0989'OWNERSHIP--CITY OF CORDELE.
 BS0989'
 BS0989'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 BS0989'STATE HIGHWAY 257 (EXIT 34) JUST NORTHEAST OF CORDELE, GO
 BS0989'WEST FOR 1.9 KM (1.15 MI) ON PAVED ROAD (BECOMES E. EIGHTH AVENUE)
 BS0989'TO THE NATIONAL GUARD ARMORY ON THE LEFT.  CONTINUE WEST FOR 0.8 KM
 BS0989'(0.5 MI) TO A CROSS STREET.
 BS0989'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON SIXTH STREET TO THE
 BS0989'STATION ON THE LEFT, ON THE SOUTH SIDE OF RAILROAD TRACKS.
 BS0989'
 BS0989'THE STATION IS A STANDARD CGS DISK
 BS0989'STAMPED---C 79 1934---,
 BS0989'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BS0989'15 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 BS0989'10.9 METERS (35.8 FT) SOUTH FROM THE SOUTH RAIL OF SIDE TRACK,
 BS0989'6.6 METERS (21.7 FT) SOUTH FROM THE WEST ONE OF TWO UTILITY POLES,
 BS0989'2.1 METERS (6.9 FT) EAST FROM THE EAST CURB OF SIXTH STREET,
 BS0989'0.2 METERS (0.7 FT) EAST FROM THE EAST EDGE OF SIDEWALK,
 BS0989'12.4 METERS (40.7 FT) WEST FROM THE NORTHWEST CORNER OF STATION, AND
 BS0989'0.9 METERS (3.0 FT) NORTH FROM THE EXTENDED NORTH WALL OF STATION.
 BS0989'
 BS0989'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 BS0989
 BS0989                          STATION RECOVERY (1994)
 BS0989
 BS0989'RECOVERY NOTE BY GEORGIA POWER COMPANY 1994 (CFS)
 BS0989'THE STATION IS LOCATED IN NORTH CENTRAL CORDELE, AT THE JUNCTION OF
 BS0989'SIXTH STREET AND THE SEABOARD COAST LINE RAILROAD, IN THE PARKING LOT
 BS0989'AT THE SEABOARD FREIGHT STATION WOODEN BUILDING.  OWNERSHIP--CITY OF
 BS0989'CORDELE. NOTE--CONDITION--THE BENCHMARK MAY HAVE BEEN DISTURBED DURING
 BS0989'CONSTRUCTION OF LARGE UNDERGROUND TELECOMMUNICATIONS VAULTAND/OR
 BS0989'DURING INSTALLATION OF ASPHALT PARKING SURFACE. MONUMENT APPEARS TO BE
 BS0989'ON TOP OF VAULT BELOW.  MONUMENT HAS SEVERAL CUTS IN ITS BRASS DISK.
 BS0989'MONUMENT APPEARS TO BE VERY STABLE AT THIS TIME, BUT IS NOT IN AN
 BS0989'IDEAL LOCATION FOR LONGIVITY. NOTE--MAGNETIC--PROBABLE STEEL
 BS0989'REINFORCING RODS IN CONNECTING SIDEWALK AND TELECOMMUNICATIONS VAULT
 BS0989'BELOW MONUMENT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 BS0989'HIGHWAY 75 AND STATE HIGHWAY 257 (EXIT 34) JUST NORTHEAST OF CORDELE,
 BS0989'GO WEST FOR 1.9 KM (1.20 MI) ON PAVED ROAD (BECOMES E. EIGHTH AVENUE)
 BS0989'TO THE NATIONAL GUARD ARMORY ON THE LEFT, CONTINUE WEST FOR 0.8 KM
 BS0989'(0.50 MI) TO SIXTH STREET, TURN LEFT AND GO SOUTH FOR 0.2 KM (0.10 MI)
 BS0989'ON SIXTH STREET TO THE STATION ON THE LEFT, ON THE SOUTH SIDE OF
 BS0989'RAILROAD TRACKS. THE STATION PROJECTS 2 CM ABOVE GROUND.  LOCATED 12.4
 BS0989'M (40.7 FT) WEST FROM THE NORTHWEST CORNER OF THE STATION, 10.9 M
 BS0989'(35.8 FT) SOUTH FROM THE SOUTH RAIL ON SIDE TRACK, 6.6 M (21.7 FT)
 BS0989'SOUTH FROM THE WEST ONE OF TWO UTILITY POLES, 2.1 M (6.9 FT) EAST FROM
 BS0989'THE EAST CURB OF SIXTH STREET, 0.9 M (3.0 FT) NORTH FROM THE EXTENDED
 BS0989'NORTH WALL OF THE STATION AND 0.2 M (0.7 FT) EAST FROM THE EAST EDGE
 BS0989'OF THE SIDEWALK.
 BS0989
 BS0989                          STATION RECOVERY (1995)
 BS0989
 BS0989'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (WCM)
 BS0989'RECOVERED AS DESCRIBED.
 BS0989
 BS0989                          STATION RECOVERY (1998)
 BS0989
 BS0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BS0989'RECOVERED AS DESCRIBED.
 BS0989
 BS0989                          STATION RECOVERY (2002)
 BS0989
 BS0989'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 BS0989'THE JUNCTION OF INTERSTATE 75 AND STATE HIGHWAY 257 IS NOW DENOTED AS
 BS0989'EXIT 102 INSTEAD OF EXIT 34.
 BS0989
 BS0989                          STATION RECOVERY (2004)
 BS0989
 BS0989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JOS)
 BS0989'RECOVERED AS DESCRIBED
 BS0989
 BS0989                          STATION RECOVERY (2005)
 BS0989
 BS0989'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 BS0989'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0096 ***********************************************************************
 BT0096  DESIGNATION -  C 8
 BT0096  PID         -  BT0096
 BT0096  STATE/COUNTY-  GA/DOUGHERTY
 BT0096  USGS QUAD   -  ALBANY EAST (1988)
 BT0096
 BT0096                         *CURRENT SURVEY CONTROL
 BT0096  ___________________________________________________________________
 BT0096* NAD 83(1986)-  31 34 09.     (N)    084 07 12.     (W)     SCALED    
 BT0096* NAVD 88     -        60.874  (meters)     199.72   (feet)  POSTED    
 BT0096  ___________________________________________________________________
 BT0096  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT0096  DYNAMIC HT  -          60.800 (meters)     199.47  (feet)  COMP
 BT0096  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 BT0096
 BT0096  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BT0096
 BT0096.The horizontal coordinates were scaled from a topographic map and have
 BT0096.an estimated accuracy of +/- 6 seconds.
 BT0096
 BT0096.The orthometric height was determined by differential leveling
 BT0096.and adjusted by the National Geodetic Survey in 1992..
 BT0096.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BT0096.rate of 1.1 thru 2.0 mm/km.
 BT0096
 BT0096.The geoid height was determined by GEOID03.
 BT0096
 BT0096.The dynamic height is computed by dividing the NAVD 88
 BT0096.geopotential number by the normal gravity value computed on the
 BT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0096.degrees latitude (g = 980.6199 gals.).
 BT0096
 BT0096.The modeled gravity was interpolated from observed gravity values.
 BT0096
 BT0096;                    North         East    Units  Estimated Accuracy
 BT0096;SPC GA W     -   173,950.      704,430.      MT  (+/- 180 meters Scaled)
 BT0096
 BT0096                          SUPERSEDED SURVEY CONTROL
 BT0096
 BT0096.No superseded survey control is available for this station.
 BT0096
 BT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV733962(NAD 83)
 BT0096_MARKER: DB = BENCH MARK DISK
 BT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0096_STAMPING: C 8 1917
 BT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0096+STABILITY: SURFACE MOTION
 BT0096
 BT0096  HISTORY     - Date     Condition        Report By
 BT0096  HISTORY     - 1917     MONUMENTED       CGS
 BT0096  HISTORY     - 1957     MARK NOT FOUND   NGS
 BT0096
 BT0096                          STATION DESCRIPTION
 BT0096
 BT0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BT0096'2 MI E FROM ALBANY.
 BT0096'2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BT0096'STATION AT ALBANY, DOUGHERTY COUNTY, 1000 FEET NORTH OF MILEPOST
 BT0096'168, AND 50 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 BT0096'C 8 1917 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6201 ***********************************************************************
 CK6201  DESIGNATION -  C 8
 CK6201  PID         -  CK6201
 CK6201  STATE/COUNTY-  GA/CHATHAM
 CK6201  USGS QUAD   -  MELDRIM SE (1976)
 CK6201
 CK6201                         *CURRENT SURVEY CONTROL
 CK6201  ___________________________________________________________________
 CK6201* NAD 83(1994)-  32 05 12.59444(N)    081 19 15.24366(W)     ADJUSTED  
 CK6201* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 CK6201  ___________________________________________________________________
 CK6201  X           -     816,208.513 (meters)                     COMP
 CK6201  Y           -  -5,346,991.083 (meters)                     COMP
 CK6201  Z           -   3,368,579.920 (meters)                     COMP
 CK6201  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CK6201  ELLIP HEIGHT-         -24.72  (meters)          (09/03/97) GPS OBS
 CK6201  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 CK6201
 CK6201  HORZ ORDER  -  SECOND
 CK6201  ELLP ORDER  -  FOURTH    CLASS II
 CK6201
 CK6201.The horizontal coordinates were established by GPS observations
 CK6201.and adjusted by the National Geodetic Survey in September 1997..
 CK6201
 CK6201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6201
 CK6201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6201
 CK6201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6201
 CK6201.The ellipsoidal height was determined by GPS observations
 CK6201.and is referenced to NAD 83.
 CK6201
 CK6201.The geoid height was determined by GEOID03.
 CK6201
 CK6201;                    North         East     Units Scale Factor Converg.
 CK6201;SPC GA E     -   231,657.493   279,836.933   MT  0.99997858   +0 26 57.5
 CK6201;SPC GA E     -   760,029.62    918,098.34   sFT  0.99997858   +0 26 57.5
 CK6201;UTM  17      - 3,550,105.455   469,717.715   MT  0.99961131   -0 10 13.7
 CK6201
 CK6201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6201!SPC GA E     -   1.00000388  x   0.99997858  =   0.99998246
 CK6201!UTM  17      -   1.00000388  x   0.99961131  =   0.99961519
 CK6201
 CK6201                          SUPERSEDED SURVEY CONTROL
 CK6201
 CK6201  NAD 83(1986)-  32 05 12.60824(N)    081 19 15.25674(W) AD(       ) 2
 CK6201  NGVD 29 (03/03/92)    6.4    (m)           21.     (f) GPS OBS        
 CK6201
 CK6201.Superseded values are not recommended for survey control.
 CK6201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6201.See file dsdata.txt to determine how the superseded data were derived.
 CK6201
 CK6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR6971850105(NAD 83)
 CK6201_MARKER: DD = SURVEY DISK
 CK6201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6201_SP_SET: CONCRETE POST
 CK6201_STAMPING: C 8 MARCH 1990
 CK6201_MARK LOGO: GA4910
 CK6201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6201+STABILITY: SURFACE MOTION
 CK6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6201+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CK6201
 CK6201  HISTORY     - Date     Condition        Report By
 CK6201  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6201
 CK6201                          STATION DESCRIPTION
 CK6201
 CK6201'DESCRIBED BY GEONEX 1990
 CK6201'STATION IS LOCATED ALONG STATE HIGHWAY 17 (BLOOMINGDALE CROSS ROAD)
 CK6201'APPROXIMATELY 3.6 MI (5.79 KM) SOUTH-SOUTHWEST FROM BLOOMINGDALE, 4.7
 CK6201'MI (7.56 KM) SOUTHWEST FROM POOLER, 9.8 MI (15.77 KM) NORTH FROM
 CK6201'RICHMOND HILL.
 CK6201'TO REACH STATION C 8 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 16
 CK6201'AND STATE HIGHWAY 17 (BLOOMINGDALE CROSS ROAD), GO SOUTHEASTERLY
 CK6201'ALONG STATE HIGHWAY 17 (BLOOMINGDALE CROSS ROAD) FOR 0.2 MI
 CK6201'(0.32 KM) TO THE INTERSECTION OF PINE BARREN ROAD. CONTINUE
 CK6201'SOUTHEASTERLY ALONG STATE HIGHWAY 17 (NAME CHANGES TO LITTLE NECK
 CK6201'ROAD) FOR 0.6 MI (0.97 KM) TO THE INTERSECTION WITH RED HILL ROAD
 CK6201'(DIRT) AND THE STATION ON THE LEFT.
 CK6201'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6201'STAMPED ---C 8  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6201'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.1 FT (0.03 M)
 CK6201'ABOVE GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6201'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6201'EAST, 58 FT (17.68 M) FROM THE CENTERLINE OF STATE HIGHWAY 17 (LITTLE
 CK6201'NECK ROAD), SOUTH OF RED HILL ROAD, 184 DEGREES AZIMUTH, 21. 3 FT
 CK6201'(0.91 M) FROM A PK NAIL W/ SHINER IN THE FACING EDGE OF A WOODEN POST
 CK6201'NEAR THE SOUTH END OF A CABLE GATE, 52 DEGREES AZIMUTH, 130.8 FT
 CK6201'(39.87 M) FROM THE SOUTH POST OF A CHAIN LINK FENCE ON THE EAST SIDE
 CK6201'OF LITTLE NECK ROAD, 100 DEGREES AZIMUTH, 119.1 FT (36.30 M) FROM THE
 CK6201'NORTH POST OF A CHAIN LINK FENCE ON THE EAST SIDE OF LITTLE NECK ROAD
 CK6201', AND 251 DEGREES AZIMUTH, 1.1 FT (0.34 M) FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0814 ***********************************************************************
 CL0814  DESIGNATION -  C 80
 CL0814  PID         -  CL0814
 CL0814  STATE/COUNTY-  GA/MACON
 CL0814  USGS QUAD   -  MARSHALLVILLE (1981)
 CL0814
 CL0814                         *CURRENT SURVEY CONTROL
 CL0814  ___________________________________________________________________
 CL0814* NAD 83(1986)-  32 26 12.     (N)    083 56 59.     (W)     SCALED    
 CL0814* NAVD 88     -       143.147  (meters)     469.64   (feet)  ADJUSTED  
 CL0814  ___________________________________________________________________
 CL0814  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CL0814  DYNAMIC HT  -         142.989 (meters)     469.12  (feet)  COMP
 CL0814  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 CL0814
 CL0814  VERT ORDER  -  SECOND    CLASS 0
 CL0814
 CL0814.The horizontal coordinates were scaled from a topographic map and have
 CL0814.an estimated accuracy of +/- 6 seconds.
 CL0814
 CL0814.The orthometric height was determined by differential leveling
 CL0814.and adjusted by the National Geodetic Survey in June 1991..
 CL0814
 CL0814.The geoid height was determined by GEOID03.
 CL0814
 CL0814.The dynamic height is computed by dividing the NAVD 88
 CL0814.geopotential number by the normal gravity value computed on the
 CL0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0814.degrees latitude (g = 980.6199 gals.).
 CL0814
 CL0814.The modeled gravity was interpolated from observed gravity values.
 CL0814
 CL0814;                    North         East    Units  Estimated Accuracy
 CL0814;SPC GA W     -   270,160.      720,400.      MT  (+/- 180 meters Scaled)
 CL0814
 CL0814                          SUPERSEDED SURVEY CONTROL
 CL0814
 CL0814  NGVD 29 (??/??/92)  143.254  (m)          469.99   (f) ADJ UNCH    2 0
 CL0814
 CL0814.Superseded values are not recommended for survey control.
 CL0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0814.See file dsdata.txt to determine how the superseded data were derived.
 CL0814
 CL0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR226926(NAD 83)
 CL0814_MARKER: DB = BENCH MARK DISK
 CL0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0814_STAMPING: C 80 1934
 CL0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0814+STABILITY: SURFACE MOTION
 CL0814
 CL0814  HISTORY     - Date     Condition        Report By
 CL0814  HISTORY     - 1934     MONUMENTED       CGS
 CL0814
 CL0814                          STATION DESCRIPTION
 CL0814
 CL0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0814'1.5 MI SW FROM MARSHALLVILLE.
 CL0814'1.5 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CL0814'STATION AT MARSHALLVILLE, MACON COUNTY, ABOUT 790 FEET NORTHEAST OF
 CL0814'MILEPOST S 229, 116 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 CL0814'AND 26.4 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED C
 CL0814'80 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0223 ***********************************************************************
 BT0223  DESIGNATION -  C 81
 BT0223  PID         -  BT0223
 BT0223  STATE/COUNTY-  GA/SUMTER
 BT0223  USGS QUAD   -  SMITHVILLE WEST (1973)
 BT0223
 BT0223                         *CURRENT SURVEY CONTROL
 BT0223  ___________________________________________________________________
 BT0223* NAD 83(1986)-  31 55 56.     (N)    084 15 35.     (W)     SCALED    
 BT0223* NAVD 88     -       103.773  (meters)     340.46   (feet)  ADJUSTED  
 BT0223  ___________________________________________________________________
 BT0223  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT0223  DYNAMIC HT  -         103.651 (meters)     340.06  (feet)  COMP
 BT0223  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 BT0223
 BT0223  VERT ORDER  -  SECOND    CLASS 0
 BT0223
 BT0223.The horizontal coordinates were scaled from a topographic map and have
 BT0223.an estimated accuracy of +/- 6 seconds.
 BT0223
 BT0223.The orthometric height was determined by differential leveling
 BT0223.and adjusted by the National Geodetic Survey in June 1991..
 BT0223
 BT0223.The geoid height was determined by GEOID03.
 BT0223
 BT0223.The dynamic height is computed by dividing the NAVD 88
 BT0223.geopotential number by the normal gravity value computed on the
 BT0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0223.degrees latitude (g = 980.6199 gals.).
 BT0223
 BT0223.The modeled gravity was interpolated from observed gravity values.
 BT0223
 BT0223;                    North         East    Units  Estimated Accuracy
 BT0223;SPC GA W     -   214,210.      691,200.      MT  (+/- 180 meters Scaled)
 BT0223
 BT0223                          SUPERSEDED SURVEY CONTROL
 BT0223
 BT0223  NGVD 29 (??/??/92)  103.884  (m)          340.83   (f) ADJ UNCH    2 0
 BT0223
 BT0223.Superseded values are not recommended for survey control.
 BT0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0223.See file dsdata.txt to determine how the superseded data were derived.
 BT0223
 BT0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA590362(NAD 83)
 BT0223_MARKER: DB = BENCH MARK DISK
 BT0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0223_STAMPING: C 81 1934
 BT0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0223+STABILITY: SURFACE MOTION
 BT0223
 BT0223  HISTORY     - Date     Condition        Report By
 BT0223  HISTORY     - 1934     MONUMENTED       CGS
 BT0223  HISTORY     - 1968     GOOD             USGS
 BT0223
 BT0223                          STATION DESCRIPTION
 BT0223
 BT0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0223'AT SUMTER.
 BT0223'ALONG THE CENTRAL OF GEORGIA RAILROAD BETWEEN MONTEZUMA AND
 BT0223'DAWSON, 1500 FEET NORTHEAST OF MILE POST 142, 110 FEET NORTHEAST
 BT0223'OF BLOCK SIGNAL H-2717, 47 FEET SOUTHEAST OF ROAD CROSSING,
 BT0223'40.5 FEET SOUTH CENTER-LINE OF ROAD, 16.7 FEET EAST OF EAST RAIL.
 BT0223
 BT0223                          STATION RECOVERY (1968)
 BT0223
 BT0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BT0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0420 ***********************************************************************
 BS0420  DESIGNATION -  C 83
 BS0420  PID         -  BS0420
 BS0420  STATE/COUNTY-  GA/JEFF DAVIS
 BS0420  USGS QUAD   -  ROPER (1988)
 BS0420
 BS0420                         *CURRENT SURVEY CONTROL
 BS0420  ___________________________________________________________________
 BS0420* NAD 83(1986)-  31 47 06.     (N)    082 40 38.     (W)     SCALED    
 BS0420* NAVD 88     -        79.514  (meters)     260.87   (feet)  ADJUSTED  
 BS0420  ___________________________________________________________________
 BS0420  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BS0420  DYNAMIC HT  -          79.420 (meters)     260.56  (feet)  COMP
 BS0420  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BS0420
 BS0420  VERT ORDER  -  FIRST     CLASS II
 BS0420
 BS0420.The horizontal coordinates were scaled from a topographic map and have
 BS0420.an estimated accuracy of +/- 6 seconds.
 BS0420
 BS0420.The orthometric height was determined by differential leveling
 BS0420.and adjusted by the National Geodetic Survey in June 1991..
 BS0420
 BS0420.The geoid height was determined by GEOID03.
 BS0420
 BS0420.The dynamic height is computed by dividing the NAVD 88
 BS0420.geopotential number by the normal gravity value computed on the
 BS0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0420.degrees latitude (g = 980.6199 gals.).
 BS0420
 BS0420.The modeled gravity was interpolated from observed gravity values.
 BS0420
 BS0420;                    North         East    Units  Estimated Accuracy
 BS0420;SPC GA E     -   197,990.      151,650.      MT  (+/- 180 meters Scaled)
 BS0420
 BS0420                          SUPERSEDED SURVEY CONTROL
 BS0420
 BS0420  NGVD 29 (??/??/92)   79.764  (m)          261.69   (f) ADJ UNCH    1 2
 BS0420
 BS0420.Superseded values are not recommended for survey control.
 BS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0420.See file dsdata.txt to determine how the superseded data were derived.
 BS0420
 BS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR411178(NAD 83)
 BS0420_MARKER: DB = BENCH MARK DISK
 BS0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0420_STAMPING: C 83 1934
 BS0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0420+STABILITY: SURFACE MOTION
 BS0420
 BS0420  HISTORY     - Date     Condition        Report By
 BS0420  HISTORY     - 1934     MONUMENTED       CGS
 BS0420  HISTORY     - 1959     GOOD             NGS
 BS0420  HISTORY     - 1962     GOOD             NGS
 BS0420
 BS0420                          STATION DESCRIPTION
 BS0420
 BS0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BS0420'7.4 MI SW FROM HAZLEHURST.
 BS0420'7.45 MILES SOUTHWEST ALONG THE GEORGIA AND FLORIDA RAILROAD FROM
 BS0420'THE CROSSING OF THE SOUTHERN RAILWAY AT HAZLEHURST, AT MILEPOST
 BS0420'114, BETWEEN THE TRACK AND A NARROW DIRT ROAD PARALLELING THE
 BS0420'TRACK, 21 FEET WEST OF THE WEST RAIL, 37 1/2 FEET WEST OF AND
 BS0420'ACROSS THE TRACK FROM THE MILEPOST, 66 FEET EAST OF THE CENTER
 BS0420'LINE OF THE ROAD, 61 FEET SOUTHEAST OF A POWER LINE JUNCTION POLE,
 BS0420'70 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD FROM THE JUNCTION
 BS0420'OF A FIRE BREAK LEADING WEST, 1 1/2 FEET NORTH OF A STEEL WITNESS
 BS0420'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF
 BS0420'A CONCRETE POST PROJECTING 5 INCHES.
 BS0420
 BS0420                          STATION RECOVERY (1962)
 BS0420
 BS0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 BS0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0168 ***********************************************************************
 CL0168  DESIGNATION -  C 85
 CL0168  PID         -  CL0168
 CL0168  STATE/COUNTY-  GA/TATTNALL
 CL0168  USGS QUAD   -  REIDSVILLE EAST (1970)
 CL0168
 CL0168                         *CURRENT SURVEY CONTROL
 CL0168  ___________________________________________________________________
 CL0168* NAD 83(1986)-  32 02 49.     (N)    082 03 32.     (W)     SCALED    
 CL0168* NAVD 88     -        57.751  (meters)     189.47   (feet)  ADJUSTED  
 CL0168  ___________________________________________________________________
 CL0168  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 CL0168  DYNAMIC HT  -          57.683 (meters)     189.25  (feet)  COMP
 CL0168  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 CL0168
 CL0168  VERT ORDER  -  SECOND    CLASS 0
 CL0168
 CL0168.The horizontal coordinates were scaled from a topographic map and have
 CL0168.an estimated accuracy of +/- 6 seconds.
 CL0168
 CL0168.The orthometric height was determined by differential leveling
 CL0168.and adjusted by the National Geodetic Survey in June 1991..
 CL0168
 CL0168.The geoid height was determined by GEOID03.
 CL0168
 CL0168.The dynamic height is computed by dividing the NAVD 88
 CL0168.geopotential number by the normal gravity value computed on the
 CL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0168.degrees latitude (g = 980.6199 gals.).
 CL0168
 CL0168.The modeled gravity was interpolated from observed gravity values.
 CL0168
 CL0168;                    North         East    Units  Estimated Accuracy
 CL0168;SPC GA E     -   226,930.      210,180.      MT  (+/- 180 meters Scaled)
 CL0168
 CL0168                          SUPERSEDED SURVEY CONTROL
 CL0168
 CL0168  NGVD 29 (??/??/92)   57.973  (m)          190.20   (f) ADJ UNCH    2 0
 CL0168
 CL0168.Superseded values are not recommended for survey control.
 CL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0168.See file dsdata.txt to determine how the superseded data were derived.
 CL0168
 CL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR000461(NAD 83)
 CL0168_MARKER: DB = BENCH MARK DISK
 CL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0168_STAMPING: C 85 1934
 CL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0168+STABILITY: SURFACE MOTION
 CL0168
 CL0168  HISTORY     - Date     Condition        Report By
 CL0168  HISTORY     - 1934     MONUMENTED       CGS
 CL0168  HISTORY     - 1962     GOOD             NGS
 CL0168
 CL0168                          STATION DESCRIPTION
 CL0168
 CL0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0168'4.9 MI SE FROM REIDSVILLE.
 CL0168'ABOUT 4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE COURTHOUSE
 CL0168'AT REIDSVILLE, THENCE 0.5 MILE NORTHEAST ALONG A GRADED ROAD, NEAR
 CL0168'THE JUNCTION OF A GRADED ROAD LEADING SOUTHEAST ALONG AN ABANDONED
 CL0168'RAILROAD BED, 70 FEET WEST OF THE CENTER OF THE JUNCTION, 26 FEET
 CL0168'NORTHWEST OF THE CENTER LINE OF THE ROAD, 56 1/2 FEET SOUTHWEST
 CL0168'OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT UNDER A PRIVATE ROAD,
 CL0168'34 FEET SOUTHWEST OF TELEPHONE POLE NO. 247, 0.7 FOOT SOUTH OF A
 CL0168'STEEL WITNESS POST, 54 YARDS NORTHEAST OF THE NORTHEAST ONE OF TWO
 CL0168'36-INCH SYCAMORE TREES NEAR A SMALL FARM HOUSE, 1 FOOT ABOVE THE
 CL0168'LEVEL OF THE ROAD, 3 FEET EAST OF A FENCE CORNER, SET IN THE TOP
 CL0168'OF A CONCRETE POST 0.5 FOOT UNDERGROUND.  NOTE-- NOT LEVELED OVER
 CL0168'ON THE DATE ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0799 ***********************************************************************
 BE0799  DESIGNATION -  C 86
 BE0799  PID         -  BE0799
 BE0799  STATE/COUNTY-  GA/THOMAS
 BE0799  USGS QUAD   -  OCHLOCKNEE (1974)
 BE0799
 BE0799                         *CURRENT SURVEY CONTROL
 BE0799  ___________________________________________________________________
 BE0799* NAD 83(1986)-  30 57 11.     (N)    084 01 56.     (W)     SCALED    
 BE0799* NAVD 88     -        75.865  (meters)     248.90   (feet)  ADJUSTED  
 BE0799  ___________________________________________________________________
 BE0799  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BE0799  DYNAMIC HT  -          75.769 (meters)     248.59  (feet)  COMP
 BE0799  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 BE0799
 BE0799  VERT ORDER  -  SECOND    CLASS 0
 BE0799
 BE0799.The horizontal coordinates were scaled from a topographic map and have
 BE0799.an estimated accuracy of +/- 6 seconds.
 BE0799
 BE0799.The orthometric height was determined by differential leveling
 BE0799.and adjusted by the National Geodetic Survey in June 1991..
 BE0799
 BE0799.The geoid height was determined by GEOID03.
 BE0799
 BE0799.The dynamic height is computed by dividing the NAVD 88
 BE0799.geopotential number by the normal gravity value computed on the
 BE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0799.degrees latitude (g = 980.6199 gals.).
 BE0799
 BE0799.The modeled gravity was interpolated from observed gravity values.
 BE0799
 BE0799;                    North         East    Units  Estimated Accuracy
 BE0799;SPC GA W     -   105,650.      712,850.      MT  (+/- 180 meters Scaled)
 BE0799
 BE0799                          SUPERSEDED SURVEY CONTROL
 BE0799
 BE0799  NGVD 29 (??/??/92)   76.018  (m)          249.40   (f) ADJ UNCH    2 0
 BE0799
 BE0799.Superseded values are not recommended for survey control.
 BE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0799.See file dsdata.txt to determine how the superseded data were derived.
 BE0799
 BE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV835281(NAD 83)
 BE0799_MARKER: DB = BENCH MARK DISK
 BE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0799_STAMPING: C 86 1934
 BE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0799+STABILITY: SURFACE MOTION
 BE0799
 BE0799  HISTORY     - Date     Condition        Report By
 BE0799  HISTORY     - 1934     MONUMENTED       CGS
 BE0799  HISTORY     - 1972     MARK NOT FOUND   NGS
 BE0799
 BE0799                          STATION DESCRIPTION
 BE0799
 BE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BE0799'2.2 MI SE FROM OCHLOCKNEE.
 BE0799'ABOUT 2.2 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BE0799'FROM OCHLOCKNEE, THOMAS COUNTY, ABOUT 875 FEET SOUTH OF MILEPOST
 BE0799'S 210, AT A ROAD CROSSING, 63 FEET SOUTH OF THE CENTER LINE
 BE0799'OF THE ROAD, 55 FEET EAST OF THE EAST RAIL, BETWEEN TWO 8-INCH
 BE0799'PINE TREES, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 BE0799'DISK, STAMPED C 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BE0799'NOTE-- GRADING HAS BEEN DONE ALONG THE TRACK AND THE AREA IS
 BE0799'NOW ABOUT 2 FEET BELOW THE TRACK.
 BE0799
 BE0799                          STATION RECOVERY (1972)
 BE0799
 BE0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BE0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0173 ***********************************************************************
 EE0173  DESIGNATION -  C 88
 EE0173  PID         -  EE0173
 EE0173  STATE/COUNTY-  GA/COBB
 EE0173  USGS QUAD   -  ACWORTH (1992)
 EE0173
 EE0173                         *CURRENT SURVEY CONTROL
 EE0173  ___________________________________________________________________
 EE0173* NAD 83(1986)-  34 03 46.     (N)    084 38 36.     (W)     SCALED    
 EE0173* NAVD 88     -       295.443  (meters)     969.30   (feet)  ADJUSTED  
 EE0173  ___________________________________________________________________
 EE0173  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE0173  DYNAMIC HT  -         295.125 (meters)     968.26  (feet)  COMP
 EE0173  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 EE0173
 EE0173  VERT ORDER  -  SECOND    CLASS 0
 EE0173
 EE0173.The horizontal coordinates were scaled from a topographic map and have
 EE0173.an estimated accuracy of +/- 6 seconds.
 EE0173
 EE0173.The orthometric height was determined by differential leveling
 EE0173.and adjusted by the National Geodetic Survey in June 1991..
 EE0173
 EE0173.The geoid height was determined by GEOID03.
 EE0173
 EE0173.The dynamic height is computed by dividing the NAVD 88
 EE0173.geopotential number by the normal gravity value computed on the
 EE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0173.degrees latitude (g = 980.6199 gals.).
 EE0173
 EE0173.The modeled gravity was interpolated from observed gravity values.
 EE0173
 EE0173;                    North         East    Units  Estimated Accuracy
 EE0173;SPC GA W     -   450,570.      656,000.      MT  (+/- 180 meters Scaled)
 EE0173
 EE0173                          SUPERSEDED SURVEY CONTROL
 EE0173
 EE0173  NGVD 29 (??/??/92)  295.417  (m)          969.21   (f) ADJ UNCH    2 0
 EE0173
 EE0173.Superseded values are not recommended for survey control.
 EE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0173.See file dsdata.txt to determine how the superseded data were derived.
 EE0173
 EE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC174716(NAD 83)
 EE0173_MARKER: DB = BENCH MARK DISK
 EE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0173_STAMPING: C 88 1934
 EE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0173+STABILITY: SURFACE MOTION
 EE0173
 EE0173  HISTORY     - Date     Condition        Report By
 EE0173  HISTORY     - 1934     MONUMENTED       CGS
 EE0173  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0173  HISTORY     - 20040101 MARK NOT FOUND   INDIV
 EE0173
 EE0173                          STATION DESCRIPTION
 EE0173
 EE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE0173'2 MI E FROM ACWORTH.
 EE0173'C-88 IS LOCATED 2 MILES EAST OF THE RWY. STATION AT ACWORTH,
 EE0173'34.5 FT. NORTHEAST OF EAST RAIL OF SIDE TRACK, 31 FT. EAST
 EE0173'OF INTERSECTION OF CENTERLINES OF A ROAD AND TRACK, 22 FT.
 EE0173'NORTHEAST OF EAST RAIL OF MAINLINE TRACK.  STANDARD TABLET SET
 EE0173'IN TOP OF CONCRETE POST 3 IN HIGH.
 EE0173
 EE0173                          STATION RECOVERY (1972)
 EE0173
 EE0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0173'MARK NOT FOUND.
 EE0173
 EE0173                          STATION RECOVERY (2004)
 EE0173
 EE0173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MFM)
 EE0173'NOT RECOVERED. INTERSECTION REFERENCED IS NO LONGER VALID, NOR IS
 EE0173'SECONDARY TRACK. LAND LEVEL MAY HAVE RAISED/LOWERED +/-5 FEET DUE TO
 EE0173'RAILROAD MAINTENENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0201 ***********************************************************************
 EE0201  DESIGNATION -  C 89
 EE0201  PID         -  EE0201
 EE0201  STATE/COUNTY-  GA/BARTOW
 EE0201  USGS QUAD   -  WHITE EAST (1997)
 EE0201
 EE0201                         *CURRENT SURVEY CONTROL
 EE0201  ___________________________________________________________________
 EE0201* NAD 83(1986)-  34 17 01.     (N)    084 44 45.     (W)     SCALED    
 EE0201* NAVD 88     -       262.179  (meters)     860.17   (feet)  ADJUSTED  
 EE0201  ___________________________________________________________________
 EE0201  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE0201  DYNAMIC HT  -         261.904 (meters)     859.26  (feet)  COMP
 EE0201  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 EE0201
 EE0201  VERT ORDER  -  SECOND    CLASS 0
 EE0201
 EE0201.The horizontal coordinates were scaled from a topographic map and have
 EE0201.an estimated accuracy of +/- 6 seconds.
 EE0201
 EE0201.The orthometric height was determined by differential leveling
 EE0201.and adjusted by the National Geodetic Survey in June 1991..
 EE0201
 EE0201.The geoid height was determined by GEOID03.
 EE0201
 EE0201.The dynamic height is computed by dividing the NAVD 88
 EE0201.geopotential number by the normal gravity value computed on the
 EE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0201.degrees latitude (g = 980.6199 gals.).
 EE0201
 EE0201.The modeled gravity was interpolated from observed gravity values.
 EE0201
 EE0201;                    North         East    Units  Estimated Accuracy
 EE0201;SPC GA W     -   475,110.      646,680.      MT  (+/- 180 meters Scaled)
 EE0201
 EE0201                          SUPERSEDED SURVEY CONTROL
 EE0201
 EE0201  NGVD 29 (??/??/92)  262.146  (m)          860.06   (f) ADJ UNCH    2 0
 EE0201
 EE0201.Superseded values are not recommended for survey control.
 EE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0201.See file dsdata.txt to determine how the superseded data were derived.
 EE0201
 EE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC074959(NAD 83)
 EE0201_MARKER: DB = BENCH MARK DISK
 EE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0201_STAMPING: C 89 1934
 EE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0201+STABILITY: SURFACE MOTION
 EE0201
 EE0201  HISTORY     - Date     Condition        Report By
 EE0201  HISTORY     - 1934     MONUMENTED       CGS
 EE0201  HISTORY     - 1953     MARK NOT FOUND   NGS
 EE0201  HISTORY     - 1972     MARK NOT FOUND   NGS
 EE0201
 EE0201                          STATION DESCRIPTION
 EE0201
 EE0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0201'AT WHITE.
 EE0201'THE MARK WAS NOT LOCATED AT THIS DATE.  THIS SITE IS NOW BEING USED
 EE0201'AS A LOADING DOCK FOR PULPWOOD.  CONSIDERABLE DIGGING WAS DONE BUT
 EE0201'NO EVIDENCE OF THE MARK WAS FOUND.  AT WHITE, BARTOW COUNTY, 60
 EE0201'YARDS NORTHEAST OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION,
 EE0201'89 YARDS SOUTHWEST OF MILEPOST 414, AND 34.4 FEET NORTHWEST OF
 EE0201'THE NORTHWEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 EE0201'C 89 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 EE0201'INCH ABOVE GROUND.
 EE0201
 EE0201                          STATION RECOVERY (1972)
 EE0201
 EE0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EE0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0235 ***********************************************************************
 CM0235  DESIGNATION -  C 9
 CM0235  PID         -  CM0235
 CM0235  STATE/COUNTY-  GA/MUSCOGEE
 CM0235  USGS QUAD   -  COLUMBUS (1983)
 CM0235
 CM0235                         *CURRENT SURVEY CONTROL
 CM0235  ___________________________________________________________________
 CM0235* NAD 83(1986)-  32 27 08.     (N)    084 57 01.     (W)     SCALED    
 CM0235* NAVD 88     -        78.588  (meters)     257.83   (feet)  POSTED    
 CM0235  ___________________________________________________________________
 CM0235  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CM0235  DYNAMIC HT  -          78.500 (meters)     257.55  (feet)  COMP
 CM0235  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CM0235
 CM0235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CM0235
 CM0235.The horizontal coordinates were scaled from a topographic map and have
 CM0235.an estimated accuracy of +/- 6 seconds.
 CM0235
 CM0235.The orthometric height was determined by differential leveling
 CM0235.and adjusted by the National Geodetic Survey in 1992..
 CM0235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CM0235.rate of 0.0 thru 1.0 mm/km.
 CM0235
 CM0235.The geoid height was determined by GEOID03.
 CM0235
 CM0235.The dynamic height is computed by dividing the NAVD 88
 CM0235.geopotential number by the normal gravity value computed on the
 CM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0235.degrees latitude (g = 980.6199 gals.).
 CM0235
 CM0235.The modeled gravity was interpolated from observed gravity values.
 CM0235
 CM0235;                    North         East    Units  Estimated Accuracy
 CM0235;SPC GA W     -   272,130.      626,330.      MT  (+/- 180 meters Scaled)
 CM0235
 CM0235                          SUPERSEDED SURVEY CONTROL
 CM0235
 CM0235.No superseded survey control is available for this station.
 CM0235
 CM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA926924(NAD 83)
 CM0235_MARKER: DB = BENCH MARK DISK
 CM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0235_STAMPING: ELEV 257.946 C 9 1917
 CM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0235+STABILITY: SURFACE MOTION
 CM0235
 CM0235  HISTORY     - Date     Condition        Report By
 CM0235  HISTORY     - 1917     MONUMENTED       CGS
 CM0235  HISTORY     - 1958     MARK NOT FOUND   NGS
 CM0235
 CM0235                          STATION DESCRIPTION
 CM0235
 CM0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0235'AT MUSCOGEE JUNCTION.
 CM0235'AT MUSCOGEE JUNCTION, MUSCOGEE COUNTY, BETWEEN THE TRACKS OF THE
 CM0235'CENTRAL OF GEORGIA RAILWAY AND THE SEABOARD AIR LINE RAILROAD,
 CM0235'OPPOSITE A FROG IN THE CENTRAL OF GEORGIA RAILWAY TRACK, 80 FEET
 CM0235'SOUTHEAST OF A SWITCH STAND, AND 19 FEET SOUTHWEST OF THE CENTRAL
 CM0235'OF GEORGIA TRACK.  A STANDARD DISK, STAMPED ELEV 257.946 C 9 1917
 CM0235'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6202 ***********************************************************************
 CK6202  DESIGNATION -  C 9
 CK6202  PID         -  CK6202
 CK6202  STATE/COUNTY-  GA/CHATHAM
 CK6202  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6202
 CK6202                         *CURRENT SURVEY CONTROL
 CK6202  ___________________________________________________________________
 CK6202* NAD 83(1994)-  32 12 39.93438(N)    081 12 03.39032(W)     ADJUSTED  
 CK6202* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 CK6202  ___________________________________________________________________
 CK6202  X           -     826,279.876 (meters)                     COMP
 CK6202  Y           -  -5,338,023.628 (meters)                     COMP
 CK6202  Z           -   3,380,245.711 (meters)                     COMP
 CK6202  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CK6202  ELLIP HEIGHT-         -25.84  (meters)          (09/03/97) GPS OBS
 CK6202  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 CK6202
 CK6202  HORZ ORDER  -  SECOND
 CK6202  ELLP ORDER  -  FOURTH    CLASS II
 CK6202
 CK6202.The horizontal coordinates were established by GPS observations
 CK6202.and adjusted by the National Geodetic Survey in September 1997..
 CK6202
 CK6202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6202
 CK6202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6202
 CK6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6202
 CK6202.The ellipsoidal height was determined by GPS observations
 CK6202.and is referenced to NAD 83.
 CK6202
 CK6202.The geoid height was determined by GEOID03.
 CK6202
 CK6202;                    North         East     Units Scale Factor Converg.
 CK6202;SPC GA E     -   245,531.312   291,037.462   MT  1.00000217   +0 30 53.3
 CK6202;SPC GA E     -   805,547.31    954,845.41   sFT  1.00000217   +0 30 53.3
 CK6202;SPC SC       -    41,915.669   590,653.861   MT  1.00011423   -0 06 41.0
 CK6202;SPC SC       -   137,518.60  1,937,840.75   iFT  1.00011423   -0 06 41.0
 CK6202;UTM  17      - 3,563,851.837   481,063.574   MT  0.99960442   -0 06 25.6
 CK6202
 CK6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6202!SPC GA E     -   1.00000406  x   1.00000217  =   1.00000623
 CK6202!SPC SC       -   1.00000406  x   1.00011423  =   1.00011829
 CK6202!UTM  17      -   1.00000406  x   0.99960442  =   0.99960848
 CK6202
 CK6202                          SUPERSEDED SURVEY CONTROL
 CK6202
 CK6202  NAD 83(1986)-  32 12 39.94948(N)    081 12 03.40373(W) AD(       ) 2
 CK6202  NGVD 29 (03/03/92)    5.5    (m)           18.     (f) GPS OBS        
 CK6202
 CK6202.Superseded values are not recommended for survey control.
 CK6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6202.See file dsdata.txt to determine how the superseded data were derived.
 CK6202
 CK6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8106463852(NAD 83)
 CK6202_MARKER: DD = SURVEY DISK
 CK6202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6202_SP_SET: CONCRETE POST
 CK6202_STAMPING: C 9 MARCH 1990
 CK6202_MARK LOGO: GA4910
 CK6202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6202+STABILITY: SURFACE MOTION
 CK6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6202+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 CK6202
 CK6202  HISTORY     - Date     Condition        Report By
 CK6202  HISTORY     - 1990     MONUMENTED       GEONEX
 CK6202  HISTORY     - 20000911 GOOD             SCGS
 CK6202  HISTORY     - 20040831 GOOD             GADT
 CK6202  HISTORY     - 20060523 GOOD             WARDED
 CK6202
 CK6202                          STATION DESCRIPTION
 CK6202
 CK6202'DESCRIBED BY GEONEX 1990
 CK6202'STATION IS LOCATED ALONG STATE HIGHWAY 21 APPROXIMATELY 4.7 MI
 CK6202'(7.56 KM) NORTH- NORTHWEST FROM PORT WENTWORTH, 1.3 MI (2.09 KM)
 CK6202'SOUTHEAST FROM THE CHATHAM COUNTY-EFFINGHAM COUNTY LINE, 7.7 MI
 CK6202'(12.39 KM) NORTHEAST FROM BLOOMINGDALE, AND 6.9 MI (11.10 KM)
 CK6202'NORTH-NORTHEAST FROM POOLER.
 CK6202'TO REACH STATION C 9 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 CK6202'AND STATE HIGHWAY 21, GO NORTHWESTERLY ALONG STATE HIGHWAY 21 FOR 1.4
 CK6202'MI (2.25 KM) TO A CURVE TO THE RIGHT AND A DIRT ROAD (GORDON ROAD) ON
 CK6202'THE LEFT. TURN LEFT ONTO THE DIRT ROAD AND PARK. THE STATION IS
 CK6202'LOCATED NEAR THE NORTHWEST CORNER OF THE INTERSECTION.
 CK6202'STATION IS A 3-1/4 INCH CHATHAM COUNTY/CITY OF SAVANNAH BRASS DISK
 CK6202'STAMPED ---C 9  MARCH 1990--- SET IN THE TOP OF A 6 INCH DIAMETER BY
 CK6202'40 INCH LONG PREFABRICATED CYLINDRICAL CONCRETE POST 0.3 FT (0.09 M)
 CK6202'ABOVE GROUND SURFACE.  STATION DISK IS FIXED TO A 24 INCH LENGTH OF
 CK6202'5/8 INCH REINFORCING BAR IMBEDDED IN THE CONCRETE POST. IT IS LOCATED
 CK6202'57 FT (17.37 M) WEST-NORTHWEST FROM THE WESTERLY EDGE OF PAVEMENT OF
 CK6202'STATE HIGHWAY 21, 94 FT (28.65 M) NORTH-NORTHEAST FROM THE NORTHERLY
 CK6202'EDGE OF THE DIRT ROAD, 153 DEGREES AZIMUTH, 3.6 FT (1.10 M) FROM A
 CK6202'CONCRETE RIGHT-OF-WAY MARKER, 246 DEGREES AZIMUTH, 3.2 FT (0.98 M)
 CK6202'FROM A CONCRETE RIGHT-OF-WAY MARKER, 24 DEGREES AZIMUTH, 111.2 FT
 CK6202'(33.89 M) FROM A PK NAIL W/ SHINER IN THE FACING SIDE OF A LARGE OAK
 CK6202'TREE LOCATED SOUTHWEST OF THE DIRT ROAD, AND NORTH- NORTHEAST, 2.0 FT
 CK6202'(0.61 M) FROM A WITNESS POST.
 CK6202
 CK6202                          STATION RECOVERY (2000)
 CK6202
 CK6202'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6202'STATION IS LOCATED 4.7 MILES (7.6 KM) NORTH NORTHWEST OF PORT
 CK6202'WENTWORTH, 12.4 MILES (20.0 KM) NORTHWEST OF SAVANNAH.
 CK6202'OWNERSHIP--GADOT.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF
 CK6202'INTERSTATE 95 AND STATE HIGHWAY 21 (EXIT 109) , 11.0 MILES (17.7 KM)
 CK6202'NORTHWEST OF SAVANNAH, GO NORTHWEST ON HIGHWAY 21 FOR 1.4 MILES (2.3
 CK6202'KM) TO THE STATION ON THE LEFT NEAR A SET OF CONCRETE RIGHT OF WAY
 CK6202'MARKERS IN THE NORTH ANGLE OF THE JUNCTION OF A GRAVEL ROAD (JEFFERS
 CK6202'ROAD) .  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND 1.0 FOOT
 CK6202'(0.3 M) ABOVE THE HIGHWAY, 69.5 FEET (21.2 M) WEST NORTHWEST OF THE
 CK6202'CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 87.0 FEET (26.5 M)
 CK6202'NORTH OF THE NORTHEAST END OF A 1.5-FOOT METAL PIPE CULVERT BENEATH
 CK6202'JEFFERS ROAD, 3.0 FEET (0.9 M) WEST SOUTHWEST OF THE SOUTHEAST ONE OF
 CK6202'TWO CONCRETE RIGHT OF WAY MARKERS PROJECTING 1.5 FEET, (0.5 M) 3.6
 CK6202'FEET (1.1 M) SOUTH SOUTHEAST OF THE NORTHWEST ONE OF TWO CONCRETE
 CK6202'RIGHT OF WAY MARKERS PROJECTING 1.5 FEET, (0.5 M) 3.1 FEET (0.9 M)
 CK6202'EAST NORTHEAST OF A WITNESS POST.  RECOVERED J.B. SMOAK.
 CK6202
 CK6202                          STATION RECOVERY (2004)
 CK6202
 CK6202'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 CK6202'RECOVERED IN GOOD CONDITION.
 CK6202
 CK6202                          STATION RECOVERY (2006)
 CK6202
 CK6202'RECOVERY NOTE BY WARD EDWARDS INCORPORATED 2006 (MSH)
 CK6202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0131 ***********************************************************************
 EE0131  DESIGNATION -  C 92
 EE0131  PID         -  EE0131
 EE0131  STATE/COUNTY-  GA/FORSYTH
 EE0131  USGS QUAD   -  CUMMING (1992)
 EE0131
 EE0131                         *CURRENT SURVEY CONTROL
 EE0131  ___________________________________________________________________
 EE0131* NAD 83(1986)-  34 12 25.     (N)    084 08 21.     (W)     SCALED    
 EE0131* NAVD 88     -       371.179  (meters)    1217.78   (feet)  ADJUSTED  
 EE0131  ___________________________________________________________________
 EE0131  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 EE0131  DYNAMIC HT  -         370.776 (meters)    1216.45  (feet)  COMP
 EE0131  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 EE0131
 EE0131  VERT ORDER  -  SECOND    CLASS 0
 EE0131
 EE0131.The horizontal coordinates were scaled from a topographic map and have
 EE0131.an estimated accuracy of +/- 6 seconds.
 EE0131
 EE0131.The orthometric height was determined by differential leveling
 EE0131.and adjusted by the National Geodetic Survey in June 1991..
 EE0131
 EE0131.The geoid height was determined by GEOID03.
 EE0131
 EE0131.The dynamic height is computed by dividing the NAVD 88
 EE0131.geopotential number by the normal gravity value computed on the
 EE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0131.degrees latitude (g = 980.6199 gals.).
 EE0131
 EE0131.The modeled gravity was interpolated from observed gravity values.
 EE0131
 EE0131;                    North         East    Units  Estimated Accuracy
 EE0131;SPC GA W     -   466,460.      702,530.      MT  (+/- 180 meters Scaled)
 EE0131
 EE0131                          SUPERSEDED SURVEY CONTROL
 EE0131
 EE0131  NGVD 29 (??/??/92)  371.143  (m)         1217.66   (f) ADJ UNCH    2 0
 EE0131
 EE0131.Superseded values are not recommended for survey control.
 EE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0131.See file dsdata.txt to determine how the superseded data were derived.
 EE0131
 EE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC635888(NAD 83)
 EE0131_MARKER: DB = BENCH MARK DISK
 EE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0131_STAMPING: C 92 1934
 EE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0131+STABILITY: SURFACE MOTION
 EE0131
 EE0131  HISTORY     - Date     Condition        Report By
 EE0131  HISTORY     - 1934     MONUMENTED       CGS
 EE0131  HISTORY     - 1953     SEE DESCRIPTION  NGS
 EE0131
 EE0131                          STATION DESCRIPTION
 EE0131
 EE0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EE0131'0.2 MI W FROM CUMMINGS.
 EE0131'CONSIDERABLE SEARCHING WAS DONE FOR THIS MARK BUT WAS NOT FOUND.
 EE0131'AT CUMMINGS, FORSYTH COUNTY, 0.2 MILE EAST OF THE POST OFFICE, AT
 EE0131'THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE HIGHWAY 20, 30 FEET
 EE0131'WEST OF THE CENTERLINE OF U.S. HIGHWAY 19, 6 FEET WEST OF A FENCE
 EE0131'CORNER, AND 5 FEET WEST OF A POWER-POLE.  A STANDARD DISK, STAMPED
 EE0131'C 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0996 ***********************************************************************
 BS0996  DESIGNATION -  C 96
 BS0996  PID         -  BS0996
 BS0996  STATE/COUNTY-  GA/SUMTER
 BS0996  USGS QUAD   -  COBB (1983)
 BS0996
 BS0996                         *CURRENT SURVEY CONTROL
 BS0996  ___________________________________________________________________
 BS0996* NAD 83(1986)-  31 57 18.     (N)    083 57 17.     (W)     SCALED    
 BS0996* NAVD 88     -        80.837  (meters)     265.21   (feet)  ADJUSTED  
 BS0996  ___________________________________________________________________
 BS0996  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BS0996  DYNAMIC HT  -          80.742 (meters)     264.90  (feet)  COMP
 BS0996  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 BS0996
 BS0996  VERT ORDER  -  SECOND    CLASS 0
 BS0996
 BS0996.The horizontal coordinates were scaled from a topographic map and have
 BS0996.an estimated accuracy of +/- 6 seconds.
 BS0996
 BS0996.The orthometric height was determined by differential leveling
 BS0996.and adjusted by the National Geodetic Survey in June 1991..
 BS0996
 BS0996.The geoid height was determined by GEOID03.
 BS0996
 BS0996.The dynamic height is computed by dividing the NAVD 88
 BS0996.geopotential number by the normal gravity value computed on the
 BS0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0996.degrees latitude (g = 980.6199 gals.).
 BS0996
 BS0996.The modeled gravity was interpolated from observed gravity values.
 BS0996
 BS0996;                    North         East    Units  Estimated Accuracy
 BS0996;SPC GA W     -   216,750.      720,040.      MT  (+/- 180 meters Scaled)
 BS0996
 BS0996                          SUPERSEDED SURVEY CONTROL
 BS0996
 BS0996  NGVD 29 (??/??/92)   80.994  (m)          265.73   (f) ADJ UNCH    2 0
 BS0996
 BS0996.Superseded values are not recommended for survey control.
 BS0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0996.See file dsdata.txt to determine how the superseded data were derived.
 BS0996
 BS0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR207392(NAD 83)
 BS0996_MARKER: DB = BENCH MARK DISK
 BS0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS0996_STAMPING: C 96 1934
 BS0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS0996+STABILITY: SURFACE MOTION
 BS0996
 BS0996  HISTORY     - Date     Condition        Report By
 BS0996  HISTORY     - 1934     MONUMENTED       CGS
 BS0996  HISTORY     - 1971     MARK NOT FOUND   USGS
 BS0996
 BS0996                          STATION DESCRIPTION
 BS0996
 BS0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BS0996'AT FLINTSIDE.
 BS0996'AT FLINTSIDE, SUMTER COUNTY, ON THE SEABOARD AIR LINE RAILWAY,
 BS0996'ABOUT 45 YARDS WEST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY
 BS0996'280, 32.5 FEET NORTH OF A SWITCH AT THE WEST END OF A SIDETRACK,
 BS0996'AND 20 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED
 BS0996'C 96 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 BS0996'4 INCHES ABOVE GROUND.
 BS0996
 BS0996                          STATION RECOVERY (1971)
 BS0996
 BS0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BS0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0264 ***********************************************************************
 BT0264  DESIGNATION -  C 98
 BT0264  PID         -  BT0264
 BT0264  STATE/COUNTY-  GA/DOUGHERTY
 BT0264  USGS QUAD   -  PRETORIA (1988)
 BT0264
 BT0264                         *CURRENT SURVEY CONTROL
 BT0264  ___________________________________________________________________
 BT0264* NAD 83(1986)-  31 32 17.     (N)    084 19 24.     (W)     SCALED    
 BT0264* NAVD 88     -        61.633  (meters)     202.21   (feet)  ADJUSTED  
 BT0264  ___________________________________________________________________
 BT0264  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT0264  DYNAMIC HT  -          61.558 (meters)     201.96  (feet)  COMP
 BT0264  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 BT0264
 BT0264  VERT ORDER  -  SECOND    CLASS 0
 BT0264
 BT0264.The horizontal coordinates were scaled from a topographic map and have
 BT0264.an estimated accuracy of +/- 6 seconds.
 BT0264
 BT0264.The orthometric height was determined by differential leveling
 BT0264.and adjusted by the National Geodetic Survey in June 1991..
 BT0264
 BT0264.The geoid height was determined by GEOID03.
 BT0264
 BT0264.The dynamic height is computed by dividing the NAVD 88
 BT0264.geopotential number by the normal gravity value computed on the
 BT0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0264.degrees latitude (g = 980.6199 gals.).
 BT0264
 BT0264.The modeled gravity was interpolated from observed gravity values.
 BT0264
 BT0264;                    North         East    Units  Estimated Accuracy
 BT0264;SPC GA W     -   170,510.      685,120.      MT  (+/- 180 meters Scaled)
 BT0264
 BT0264                          SUPERSEDED SURVEY CONTROL
 BT0264
 BT0264  NGVD 29 (??/??/92)   61.799  (m)          202.75   (f) ADJ UNCH    2 0
 BT0264
 BT0264.Superseded values are not recommended for survey control.
 BT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0264.See file dsdata.txt to determine how the superseded data were derived.
 BT0264
 BT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV541923(NAD 83)
 BT0264_MARKER: DB = BENCH MARK DISK
 BT0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0264_STAMPING: C 98 1934
 BT0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0264+STABILITY: SURFACE MOTION
 BT0264
 BT0264  HISTORY     - Date     Condition        Report By
 BT0264  HISTORY     - 1934     MONUMENTED       CGS
 BT0264  HISTORY     - 1973     POOR             USGS
 BT0264
 BT0264                          STATION DESCRIPTION
 BT0264
 BT0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0264'AT WALKER.
 BT0264'C-98 IS LOCATED 10 YARDS WEST OF THE RAILWAY STATION, 35 YARDS WEST
 BT0264'OF CENTERLINE OF A ROAD THAT CROSSES TRACKS, 16 FT. SOUTH OF
 BT0264'SOUTH RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF A CONCRETE
 BT0264'POST 5 INCHES HIGH.
 BT0264
 BT0264                          STATION RECOVERY (1973)
 BT0264
 BT0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BT0264'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0401 ***********************************************************************
 BT0401  DESIGNATION -  C 99
 BT0401  PID         -  BT0401
 BT0401  STATE/COUNTY-  GA/MILLER
 BT0401  USGS QUAD   -  COOKTOWN (1974)
 BT0401
 BT0401                         *CURRENT SURVEY CONTROL
 BT0401  ___________________________________________________________________
 BT0401* NAD 83(1986)-  31 11 01.     (N)    084 33 48.     (W)     SCALED    
 BT0401* NAVD 88     -        44.804  (meters)     146.99   (feet)  POSTED    
 BT0401  ___________________________________________________________________
 BT0401  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BT0401  DYNAMIC HT  -          44.750 (meters)     146.82  (feet)  COMP
 BT0401  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 BT0401
 BT0401  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BT0401
 BT0401.The horizontal coordinates were scaled from a topographic map and have
 BT0401.an estimated accuracy of +/- 6 seconds.
 BT0401
 BT0401.The orthometric height was determined by differential leveling
 BT0401.and adjusted by the National Geodetic Survey in 1992..
 BT0401.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BT0401.rate of 0.0 thru 1.0 mm/km.
 BT0401
 BT0401.The geoid height was determined by GEOID03.
 BT0401
 BT0401.The dynamic height is computed by dividing the NAVD 88
 BT0401.geopotential number by the normal gravity value computed on the
 BT0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0401.degrees latitude (g = 980.6199 gals.).
 BT0401
 BT0401.The modeled gravity was interpolated from observed gravity values.
 BT0401
 BT0401;                    North         East    Units  Estimated Accuracy
 BT0401;SPC GA W     -   131,270.      662,190.      MT  (+/- 180 meters Scaled)
 BT0401
 BT0401                          SUPERSEDED SURVEY CONTROL
 BT0401
 BT0401  NGVD 29 (??/??/92)   44.898  (m)          147.30   (f) ADJ UNCH    2 0
 BT0401
 BT0401.Superseded values are not recommended for survey control.
 BT0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0401.See file dsdata.txt to determine how the superseded data were derived.
 BT0401
 BT0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV322525(NAD 83)
 BT0401_MARKER: DB = BENCH MARK DISK
 BT0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0401_STAMPING: C 99 1934
 BT0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0401+STABILITY: SURFACE MOTION
 BT0401
 BT0401  HISTORY     - Date     Condition        Report By
 BT0401  HISTORY     - 1934     MONUMENTED       CGS
 BT0401  HISTORY     - 1958     MARK NOT FOUND   NGS
 BT0401
 BT0401                          STATION DESCRIPTION
 BT0401
 BT0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0401'9.5 MI NE FROM COLQUITT.
 BT0401'9.5 MILES NORTHEAST ALONG THE 1934 LOCATION OF STATE HIGHWAY
 BT0401'91 FROM THE SEABOARD AIR LINE RAILROAD STATION AT COLQUITT,
 BT0401'MILLER COUNTY, AND 20 FEET SOUTH OF THE CENTERLINE OF THE
 BT0401'HIGHWAY.  A STANDARD DISK, STAMPED C 99  1934 AND SET IN THE TOP
 BT0401'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0623 ***********************************************************************
 EE0623  DESIGNATION -  C GAGS
 EE0623  PID         -  EE0623
 EE0623  STATE/COUNTY-  GA/POLK
 EE0623  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE0623
 EE0623                         *CURRENT SURVEY CONTROL
 EE0623  ___________________________________________________________________
 EE0623* NAD 83(1986)-  34 00 47.     (N)    085 15 24.     (W)     SCALED    
 EE0623* NAVD 88     -       241.640  (meters)     792.78   (feet)  ADJUSTED  
 EE0623  ___________________________________________________________________
 EE0623  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE0623  DYNAMIC HT  -         241.385 (meters)     791.94  (feet)  COMP
 EE0623  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 EE0623
 EE0623  VERT ORDER  -  FIRST     CLASS II
 EE0623
 EE0623.The horizontal coordinates were scaled from a topographic map and have
 EE0623.an estimated accuracy of +/- 6 seconds.
 EE0623
 EE0623.The orthometric height was determined by differential leveling
 EE0623.and adjusted by the National Geodetic Survey in June 1991..
 EE0623
 EE0623.The geoid height was determined by GEOID03.
 EE0623
 EE0623.The dynamic height is computed by dividing the NAVD 88
 EE0623.geopotential number by the normal gravity value computed on the
 EE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0623.degrees latitude (g = 980.6199 gals.).
 EE0623
 EE0623.The modeled gravity was interpolated from observed gravity values.
 EE0623
 EE0623;                    North         East    Units  Estimated Accuracy
 EE0623;SPC GA W     -   445,490.      599,320.      MT  (+/- 180 meters Scaled)
 EE0623
 EE0623                          SUPERSEDED SURVEY CONTROL
 EE0623
 EE0623  NGVD 29 (??/??/92)  241.57   (m)          792.6    (f) COMPUTED    1 2
 EE0623
 EE0623.Superseded values are not recommended for survey control.
 EE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0623.See file dsdata.txt to determine how the superseded data were derived.
 EE0623
 EE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC609649(NAD 83)
 EE0623_MARKER: DD = SURVEY DISK
 EE0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0623_STAMPING: C
 EE0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0623+STABILITY: SURFACE MOTION
 EE0623
 EE0623  HISTORY     - Date     Condition        Report By
 EE0623  HISTORY     - UNK      MONUMENTED       GAGS
 EE0623  HISTORY     - 1948     GOOD             NGS
 EE0623  HISTORY     - 1972     MARK NOT FOUND   GAGS
 EE0623  HISTORY     - 1980     MARK NOT FOUND   NGS
 EE0623
 EE0623                          STATION DESCRIPTION
 EE0623
 EE0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0623'AT CEDARTOWN.
 EE0623'AT CEDARTOWN, NEAR THE NORTHWEST CORNER OF THE CONCRETE RETAINING
 EE0623'WALL AROUND THE POLK COUNTY COURT HOUSE YARD, 40 FEET EAST OF
 EE0623'THE WEST CURB, 28 FEET SOUTH OF THE NORTH CURB, 7 FEET NORTHEAST
 EE0623'OF THE NORTHEAST EDGE OF A SIDE WALK, ABOUT LEVEL WITH THE WALK
 EE0623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THE
 EE0623'LETTER C WAS STAMPED ON THE DISK BY THIS PARTY.
 EE0623
 EE0623                          STATION RECOVERY (1972)
 EE0623
 EE0623'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1972
 EE0623'MARK NOT FOUND.
 EE0623
 EE0623                          STATION RECOVERY (1980)
 EE0623
 EE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EE0623'NOT RECOVERED, A NEW COURTHOUSE WAS BUILT IN 1951 AND DESCRIPTION
 EE0623'IS NOT ADEQUATE ENOUGH TO LOCATE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7025 ***********************************************************************
 AB7025  DESIGNATION -  CA 10
 AB7025  PID         -  AB7025
 AB7025  STATE/COUNTY-  GA/DOUGHERTY
 AB7025  USGS QUAD   -  BACONTON NORTH (1983)
 AB7025
 AB7025                         *CURRENT SURVEY CONTROL
 AB7025  ___________________________________________________________________
 AB7025* NAD 83(1986)-  31 28 12.     (N)    084 10 03.     (W)     SCALED    
 AB7025* NAVD 88     -        56.221  (meters)     184.45   (feet)  ADJUSTED  
 AB7025  ___________________________________________________________________
 AB7025  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB7025  DYNAMIC HT  -          56.153 (meters)     184.23  (feet)  COMP
 AB7025  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 AB7025
 AB7025  VERT ORDER  -  SECOND    CLASS II
 AB7025
 AB7025.The horizontal coordinates were scaled from a topographic map and have
 AB7025.an estimated accuracy of +/- 6 seconds.
 AB7025
 AB7025.The orthometric height was determined by differential leveling
 AB7025.and adjusted by the National Geodetic Survey in November 1996..
 AB7025
 AB7025.The geoid height was determined by GEOID03.
 AB7025
 AB7025.The dynamic height is computed by dividing the NAVD 88
 AB7025.geopotential number by the normal gravity value computed on the
 AB7025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7025.degrees latitude (g = 980.6199 gals.).
 AB7025
 AB7025.The modeled gravity was interpolated from observed gravity values.
 AB7025
 AB7025;                    North         East    Units  Estimated Accuracy
 AB7025;SPC GA W     -   162,960.      699,920.      MT  (+/- 180 meters Scaled)
 AB7025
 AB7025                          SUPERSEDED SURVEY CONTROL
 AB7025
 AB7025.No superseded survey control is available for this station.
 AB7025
 AB7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV691851(NAD 83)
 AB7025_MARKER: DB = BENCH MARK DISK
 AB7025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7025_STAMPING: CA 10 1955
 AB7025_MARK LOGO: USGS  
 AB7025_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7025+STABILITY: SURFACE MOTION
 AB7025
 AB7025  HISTORY     - Date     Condition        Report By
 AB7025  HISTORY     - 1955     MONUMENTED       USGS
 AB7025  HISTORY     - 19900301 GOOD             HOBBS
 AB7025
 AB7025                          STATION DESCRIPTION
 AB7025
 AB7025'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (FFH)
 AB7025'MARK IS 7.5 MILES (12.1 KM) SOUTH OF ALBANY IN NONAMI PLANTATION.  TO
 AB7025'REACH FROM STATE ROUTE 234 (OAKRIDGE DR) AND MARTIN LUTHER KING JR
 AB7025'DRIVE, TRAVEL 3.1 MILES (5.0 KM) SOUTH ON MLK JR DRIVE TO BLUE SPRINGS
 AB7025'RD TURNING OFF TO SOUTH JUST AFTER A RIGHT CURVE.  MLK JR DRIVE
 AB7025'CHANGES NAME TO LILY POND RD HERE AND CONTINUES ON WEST.  TO REACH
 AB7025'FROM SR 234 AND SR 91, TRAVEL SW ON SR 91 (NEWTON RD) PASSING ALBANY
 AB7025'AIRPORT ON RIGHT FOR 2.9 MILES (4.7 KM) TO LILY POND RD JUST BEFORE
 AB7025'MITCHELL EMC BLDG, TURN LEFT EAST ON LILY POND AND GO 2.0 MILES (3.2
 AB7025'KM) TO BLUE SPRINGS RD.  EITHER WAY, FROM LILY POND/MLK JR AND BLUE
 AB7025'SPRINGS INTERSECTION, GO SOUTH 1.3 MILES (2.1 KM) ON BLUE SPRINGS RD
 AB7025'TO A JOG RIGHT (ROAD CHANGES TO DIRT), THEN CONTINUE SOUTH 1.65 MILES
 AB7025'(2.66 KM) TO THE MARK ON THE LEFT, 1.95 MILES (3.14 KM) NORTH OF
 AB7025'COUNTY LINE RD, 30 FT (9.1 M) EAST OF BLUE SPRINGS ROAD, 60 FT (18.3
 AB7025'M) SOUTH OF DIRT ROAD INTO PLANTATION, 12 FT (3.7 M) NORTH OF A GIANT
 AB7025'LIVE OAK TREE.  MARK IS IN SQUARE CONCRETE MONUMENT THAT PROJECTS
 AB7025'ABOUT 0.2 FT (6.1 CM) ABOVE GROUND IN A THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7022 ***********************************************************************
 AB7022  DESIGNATION -  CA 11
 AB7022  PID         -  AB7022
 AB7022  STATE/COUNTY-  GA/DOUGHERTY
 AB7022  USGS QUAD   -  ALBANY WEST (1988)
 AB7022
 AB7022                         *CURRENT SURVEY CONTROL
 AB7022  ___________________________________________________________________
 AB7022* NAD 83(1986)-  31 30 47.     (N)    084 10 04.     (W)     SCALED    
 AB7022* NAVD 88     -        60.800  (meters)     199.47   (feet)  ADJUSTED  
 AB7022  ___________________________________________________________________
 AB7022  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AB7022  DYNAMIC HT  -          60.726 (meters)     199.23  (feet)  COMP
 AB7022  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 AB7022
 AB7022  VERT ORDER  -  SECOND    CLASS II
 AB7022
 AB7022.The horizontal coordinates were scaled from a topographic map and have
 AB7022.an estimated accuracy of +/- 6 seconds.
 AB7022
 AB7022.The orthometric height was determined by differential leveling
 AB7022.and adjusted by the National Geodetic Survey in November 1996..
 AB7022
 AB7022.The geoid height was determined by GEOID03.
 AB7022
 AB7022.The dynamic height is computed by dividing the NAVD 88
 AB7022.geopotential number by the normal gravity value computed on the
 AB7022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7022.degrees latitude (g = 980.6199 gals.).
 AB7022
 AB7022.The modeled gravity was interpolated from observed gravity values.
 AB7022
 AB7022;                    North         East    Units  Estimated Accuracy
 AB7022;SPC GA W     -   167,730.      699,890.      MT  (+/- 180 meters Scaled)
 AB7022
 AB7022                          SUPERSEDED SURVEY CONTROL
 AB7022
 AB7022.No superseded survey control is available for this station.
 AB7022
 AB7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV689899(NAD 83)
 AB7022_MARKER: DB = BENCH MARK DISK
 AB7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7022_STAMPING: CA 11 1955
 AB7022_MARK LOGO: USGS  
 AB7022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7022+STABILITY: SURFACE MOTION
 AB7022
 AB7022  HISTORY     - Date     Condition        Report By
 AB7022  HISTORY     - 1955     MONUMENTED       USGS
 AB7022  HISTORY     - 19900301 GOOD             HOBBS
 AB7022
 AB7022                          STATION DESCRIPTION
 AB7022
 AB7022'DESCRIBED BY HOBBS AND ASSOCIATES 1990 (FFH)
 AB7022'MARK IS 4.5 MILES (7.2 KM) SOUTH OF ALBANY.  TO REACH FROM STATE ROUTE
 AB7022'234 (OAKRIDGE DR) AND MARTIN LUTHER KING JR DRIVE, GO 3.1 MILES (5.0
 AB7022'KM) SOUTH ON MLK JR DRIVE TO BLUE SPRINGS RD TURNING OFF TO SOUTH JUST
 AB7022'AFTER A CURVE TO RIGHT AND MARK ON THE LEFT IN SOUTHWEST QUADRANT OF
 AB7022'T-INTERSECTION.  TO REACH FROM THE JUNCTION OF SR 234 AND SR 91,
 AB7022'TRAVEL PAST ALBANY AIRPORT 2.9 MILES (4.7 KM) SW ON SR 91 TO LILY POND
 AB7022'RD JUST BEFORE MITCHELL EMC, TURN LEFT EAST AND GO 2.0 MILE (3.2 KM)
 AB7022'TO MARK ON THE RIGHT, AT WOODS EDGE, 73.4 FT (22.4 M) SOUTH OF LILY
 AB7022'POND RD, ABOUT 115 FT (35.1 M) SSW OF G 219 NDS 1987, AND 51.5 FT
 AB7022'(15.7 M) WEST OF BLUE SPRINGS ROAD.  A SQUARE CONCRETE MONUMENT
 AB7022'PROJECTING 0.3 FT (9.1 CM) ON TOP OF BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6991 ***********************************************************************
 AB6991  DESIGNATION -  CA 3
 AB6991  PID         -  AB6991
 AB6991  STATE/COUNTY-  GA/DOUGHERTY
 AB6991  USGS QUAD   -  BACONTON NORTH (1983)
 AB6991
 AB6991                         *CURRENT SURVEY CONTROL
 AB6991  ___________________________________________________________________
 AB6991* NAD 83(1986)-  31 28 13.     (N)    084 14 34.     (W)     SCALED    
 AB6991* NAVD 88     -        58.269  (meters)     191.17   (feet)  ADJUSTED  
 AB6991  ___________________________________________________________________
 AB6991  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AB6991  DYNAMIC HT  -          58.198 (meters)     190.94  (feet)  COMP
 AB6991  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 AB6991
 AB6991  VERT ORDER  -  SECOND    CLASS II
 AB6991
 AB6991.The horizontal coordinates were scaled from a topographic map and have
 AB6991.an estimated accuracy of +/- 6 seconds.
 AB6991
 AB6991.The orthometric height was determined by differential leveling
 AB6991.and adjusted by the National Geodetic Survey in November 1996..
 AB6991
 AB6991.The geoid height was determined by GEOID03.
 AB6991
 AB6991.The dynamic height is computed by dividing the NAVD 88
 AB6991.geopotential number by the normal gravity value computed on the
 AB6991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6991.degrees latitude (g = 980.6199 gals.).
 AB6991
 AB6991.The modeled gravity was interpolated from observed gravity values.
 AB6991
 AB6991;                    North         East    Units  Estimated Accuracy
 AB6991;SPC GA W     -   162,990.      692,770.      MT  (+/- 180 meters Scaled)
 AB6991
 AB6991                          SUPERSEDED SURVEY CONTROL
 AB6991
 AB6991.No superseded survey control is available for this station.
 AB6991
 AB6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV619850(NAD 83)
 AB6991_MARKER: DD = SURVEY DISK
 AB6991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6991_STAMPING: CA 3 1955
 AB6991_MARK LOGO: USGS  
 AB6991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6991+STABILITY: SURFACE MOTION
 AB6991
 AB6991  HISTORY     - Date     Condition        Report By
 AB6991  HISTORY     - 1955     MONUMENTED       USGS
 AB6991  HISTORY     - 19951213 GOOD             NGS
 AB6991
 AB6991                          STATION DESCRIPTION
 AB6991
 AB6991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 AB6991'MARK IS 9 MILES (14.5 KM) SW OF ALBANY.  TO REACH FROM THE JUNCTION OF
 AB6991'STATE ROUTES 91 AND 62 (SR 62 TURNS OFF ONLY TO WEST FROM SR 91) ABOUT
 AB6991'1.5 MILES (2.4 KM) SW OF THE SW END OF ALBANY AIRPORT, GO 3.0 MILES
 AB6991'(4.8 KM) SW ON SR 91 TO THE MARK ON THE RIGHT IN SOUTHWEST QUADRANT OF
 AB6991'INTERSECTION WITH VANDERBILT DRIVE, 63 FT (19.2 M) NW OF TWO-LANE SR
 AB6991'91, 32 FT (9.8 M) WEST OF VANDERBILT DRIVE, 16 FT (4.9 M) WEST OF A
 AB6991'STREET SIGN, 4.1 FT (1.2 M) SE OF A POWER POLE, 7.5 FT (2.3 M) EAST OF
 AB6991'A WIRE FENCE, 1 FT (0.3 M) EAST OF WITNESS POST, 4 FT (1.2 M) ABOVE
 AB6991'ROADS ON TOP OF BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1256 ***********************************************************************
 BS1256  DESIGNATION -  CA 8 USGS
 BS1256  PID         -  BS1256
 BS1256  STATE/COUNTY-  GA/BROOKS
 BS1256  USGS QUAD   -  BERLIN EAST (1988)
 BS1256
 BS1256                         *CURRENT SURVEY CONTROL
 BS1256  ___________________________________________________________________
 BS1256* NAD 83(1986)-  31 00 31.     (N)    083 30 46.     (W)     SCALED    
 BS1256* NAVD 88     -        72.669  (meters)     238.41   (feet)  ADJUSTED  
 BS1256  ___________________________________________________________________
 BS1256  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BS1256  DYNAMIC HT  -          72.578 (meters)     238.12  (feet)  COMP
 BS1256  MODELED GRAV-     979,386.3   (mgal)                       NAVD 88
 BS1256
 BS1256  VERT ORDER  -  SECOND    CLASS 0
 BS1256
 BS1256.The horizontal coordinates were scaled from a topographic map and have
 BS1256.an estimated accuracy of +/- 6 seconds.
 BS1256
 BS1256.The orthometric height was determined by differential leveling
 BS1256.and adjusted by the National Geodetic Survey in June 1991..
 BS1256
 BS1256.The geoid height was determined by GEOID03.
 BS1256
 BS1256.The dynamic height is computed by dividing the NAVD 88
 BS1256.geopotential number by the normal gravity value computed on the
 BS1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS1256.degrees latitude (g = 980.6199 gals.).
 BS1256
 BS1256.The modeled gravity was interpolated from observed gravity values.
 BS1256
 BS1256;                    North         East    Units  Estimated Accuracy
 BS1256;SPC GA W     -   111,990.      762,440.      MT  (+/- 180 meters Scaled)
 BS1256
 BS1256                          SUPERSEDED SURVEY CONTROL
 BS1256
 BS1256  NGVD 29 (??/??/92)   72.86   (m)          239.0    (f) COMPUTED    2 0
 BS1256
 BS1256.Superseded values are not recommended for survey control.
 BS1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1256.See file dsdata.txt to determine how the superseded data were derived.
 BS1256
 BS1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ601332(NAD 83)
 BS1256_MARKER: DD = SURVEY DISK
 BS1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1256_STAMPING: CA 8 1953 239
 BS1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1256+STABILITY: SURFACE MOTION
 BS1256
 BS1256  HISTORY     - Date     Condition        Report By
 BS1256  HISTORY     - 1953     MONUMENTED       USGS
 BS1256  HISTORY     - 1973     GOOD             NGS
 BS1256
 BS1256                          STATION DESCRIPTION
 BS1256
 BS1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BS1256'IN BARNEY.
 BS1256'AT BARNEY, 62 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 BS1256'STATE HIGHWAYS 76 AND 122, 46 FEET EAST OF THE CENTER LINE OF STATE
 BS1256'HIGHWAY 76, 36 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 122, 3
 BS1256'FEET NORTHEAST OF A POWER LINE BRACE POLE, 3 FEET NORTH-NORTHWEST OF A
 BS1256'16-INCH PECAN TREE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROADS, AND
 BS1256'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 BS1256'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2012 ***********************************************************************
 CM2012  DESIGNATION -  CAB
 CM2012  PID         -  CM2012
 CM2012  STATE/COUNTY-  GA/TALBOT
 CM2012  USGS QUAD   -  GENEVA (1985)
 CM2012
 CM2012                         *CURRENT SURVEY CONTROL
 CM2012  ___________________________________________________________________
 CM2012* NAD 83(1994)-  32 34 44.68888(N)    084 31 27.75868(W)     ADJUSTED  
 CM2012* NAVD 88     -       192.54   (+/-2cm)     631.7    (feet)  VERTCON   
 CM2012  ___________________________________________________________________
 CM2012  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CM2012  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CM2012
 CM2012  HORZ ORDER  -  FIRST
 CM2012  VERT ORDER  -  THIRD ? (See Below)
 CM2012
 CM2012.The horizontal coordinates were established by classical geodetic methods
 CM2012.and adjusted by the National Geodetic Survey in September 1997..
 CM2012
 CM2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2012.The vertical order pertains to the NGVD 29 superseded value.
 CM2012
 CM2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2012
 CM2012.The geoid height was determined by GEOID03.
 CM2012
 CM2012;                    North         East     Units Scale Factor Converg.
 CM2012;SPC GA W     -   285,982.196   666,416.219   MT  0.99991390   -0 11 33.4
 CM2012;SPC GA W     -   938,259.92  2,186,400.55   sFT  0.99991390   -0 11 33.4
 CM2012;UTM  16      - 3,607,329.648   732,384.809   MT  1.00026596   +1 20 01.1
 CM2012
 CM2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2012!SPC GA W     -   0.99997398  x   0.99991390  =   0.99988788
 CM2012!UTM  16      -   0.99997398  x   1.00026596  =   1.00023993
 CM2012
 CM2012|---------------------------------------------------------------------|
 CM2012| PID    Reference Object                     Distance      Geod. Az  |
 CM2012|                                                           dddmmss.s |
 CM2012| CM2013 DIXIE                               286.847 METERS 05057     |
 CM2012| CY8734 CAB RM                                             22510     |
 CM2012| CM2011 KATE                                APPROX. 1.3 KM 2564933.1 |
 CM2012|---------------------------------------------------------------------|
 CM2012
 CM2012                          SUPERSEDED SURVEY CONTROL
 CM2012
 CM2012  NAD 83(1994)-  32 34 44.69419(N)    084 31 27.75695(W) AD(       ) 1
 CM2012  NAD 83(1986)-  32 34 44.69422(N)    084 31 27.75719(W) AD(       ) 1
 CM2012  NAD 27      -  32 34 44.18900(N)    084 31 28.04000(W) AD(       ) 1
 CM2012  NGVD 29 (07/19/86)  192.61   (m)          631.9    (f) LEVELING    3  
 CM2012
 CM2012.Superseded values are not recommended for survey control.
 CM2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2012.See file dsdata.txt to determine how the superseded data were derived.
 CM2012
 CM2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB3238507330(NAD 83)
 CM2012_MARKER: DS = TRIANGULATION STATION DISK
 CM2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2012
 CM2012  HISTORY     - Date     Condition        Report By
 CM2012  HISTORY     - 1917     MONUMENTED       CGS
 CM2012  HISTORY     - 1935     GOOD             CGS
 CM2012  HISTORY     - 1950     POOR             USGS
 CM2012  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CM2012
 CM2012                          STATION DESCRIPTION
 CM2012
 CM2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM2012'ABOUT 1-3/4 MILES EAST OF GENEVA, ON THE CENTRAL OF GEORGIA
 CM2012'RAILWAY, 1212 FEET EAST OF MILEPOST S-260, 36.5 FEET SOUTH OF
 CM2012'SOUTH RAIL.  REFERENCE MARK IS 12.345 METERS
 CM2012'(40.50 FEET) FROM STATION IN GRID AZIMUTH 45 DEG 21 MIN.
 CM2012
 CM2012                          STATION RECOVERY (1950)
 CM2012
 CM2012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 CM2012'TOP CEMENT POST WAS FOUND BROKEN OFF.
 CM2012
 CM2012                          STATION RECOVERY (1954)
 CM2012
 CM2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2012'THE SURFACE MARK WAS FOUND DISTURBED.  THE SUBSURFACE MARK
 CM2012'WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARK WAS FOUND
 CM2012'IN GOOD CONDITION.  THE SUBSURFACE MARK WAS REPLACED WITH A
 CM2012'STANDARD DISK AND LOWERED ABOUT 3 FT.  THE SURFACE MARK WAS
 CM2012'SET IN ITS ORIGINAL POSITION.
 CM2012'
 CM2012'LOCATED 1.75 MI. E ALONG THE CENTRAL OF GEORGIA RAILROAD FROM
 CM2012'GENEVA, ON THE EXTENDED TANGENT OF THE N RAIL FROM THE W,
 CM2012'36.6 FT. S OF THE S RAIL, 13.6 FT. NE OF A TRIANGULAR-BLAZED
 CM2012'SCRUB OAK TREE WITH 3 FENCE WIRES GROWING IN THE MIDDLE OF
 CM2012'THE TRUNK, 88.5 FT. W OF A 12-IN. TRIANGULAR-BLAZED PINE TREE,
 CM2012'86.5 FT. SW OF A POLE, AND 135.5 FT. SE OF A POLE.  IT IS A
 CM2012'STANDARD TRIANGULATION DISK, STAMPED CAB 1917 1954 AND IS 8
 CM2012'IN. BELOW THE SURFACE OF THE GROUND AND ABOUT 3 FT. HIGHER
 CM2012'THAN THE TRACKS.
 CM2012'
 CM2012'THE REFERENCE MARK IS 40.38 FT. IN GRID AZIMUTH 45 DEG FROM
 CM2012'THE STATION, AND 27.5 FT. W OF THE BLAZED SCRUB OAK TREE IN
 CM2012'THE FENCE LINE.  IT IS A STANDARD REFERENCE DISK, STAMPED
 CM2012'CAB 1917 PROJECTING 2 IN.
 CM2012'
 CM2012'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0239 ***********************************************************************
 DG0239  DESIGNATION -  CAIN
 DG0239  PID         -  DG0239
 DG0239  STATE/COUNTY-  GA/FULTON
 DG0239  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0239
 DG0239                         *CURRENT SURVEY CONTROL
 DG0239  ___________________________________________________________________
 DG0239* NAD 83(1994)-  33 45 34.84661(N)    084 23 20.32110(W)     ADJUSTED  
 DG0239* NAVD 88     -       319.850  (meters)    1049.37   (feet)  ADJUSTED  
 DG0239  ___________________________________________________________________
 DG0239  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DG0239  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0239  DYNAMIC HT  -         319.492 (meters)    1048.20  (feet)  COMP
 DG0239  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DG0239
 DG0239  HORZ ORDER  -  FIRST
 DG0239  VERT ORDER  -  FIRST     CLASS II
 DG0239
 DG0239.The horizontal coordinates were established by classical geodetic methods
 DG0239.and adjusted by the National Geodetic Survey in September 1997..
 DG0239
 DG0239.The orthometric height was determined by differential leveling
 DG0239.and adjusted by the National Geodetic Survey in June 1991..
 DG0239
 DG0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0239
 DG0239.The geoid height was determined by GEOID03.
 DG0239
 DG0239.The dynamic height is computed by dividing the NAVD 88
 DG0239.geopotential number by the normal gravity value computed on the
 DG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0239.degrees latitude (g = 980.6199 gals.).
 DG0239
 DG0239.The modeled gravity was interpolated from observed gravity values.
 DG0239
 DG0239;                    North         East     Units Scale Factor Converg.
 DG0239;SPC GA W     -   416,872.168   679,406.190   MT  0.99990523   -0 07 24.7
 DG0239;SPC GA W     - 1,367,688.10  2,229,018.48   sFT  0.99990523   -0 07 24.7
 DG0239;UTM  16      - 3,738,573.625   741,831.371   MT  1.00032103   +1 27 06.0
 DG0239
 DG0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0239!SPC GA W     -   0.99995442  x   0.99990523  =   0.99985966
 DG0239!UTM  16      -   0.99995442  x   1.00032103  =   1.00027544
 DG0239
 DG0239                          SUPERSEDED SURVEY CONTROL
 DG0239
 DG0239  NAD 83(1986)-  33 45 34.85174(N)    084 23 20.32157(W) AD(       ) 1
 DG0239  NAD 27      -  33 45 34.47200(N)    084 23 20.58600(W) AD(       ) 1
 DG0239  NGVD 29 (??/??/92)  319.770  (m)         1049.11   (f) ADJ UNCH    1 2
 DG0239
 DG0239.Superseded values are not recommended for survey control.
 DG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0239.See file dsdata.txt to determine how the superseded data were derived.
 DG0239
 DG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4183138574(NAD 83)
 DG0239_MARKER: DE = TRAVERSE STATION DISK
 DG0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0239_STAMPING: CAIN 1927 1049.112
 DG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0239+STABILITY: SURFACE MOTION
 DG0239
 DG0239  HISTORY     - Date     Condition        Report By
 DG0239  HISTORY     - 1927     MONUMENTED       CGS
 DG0239  HISTORY     - 1951     GOOD             CGS
 DG0239  HISTORY     - 1951     GOOD             NGS
 DG0239  HISTORY     - 1973     GOOD             NGS
 DG0239  HISTORY     - 1978     GOOD             NGS
 DG0239  HISTORY     - 1978     GOOD             NGS
 DG0239  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0239
 DG0239                          STATION DESCRIPTION
 DG0239
 DG0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0239'TRAVERSE STATION AND BENCH MARK IS ON SE CORNER OF CAIN
 DG0239'AND SPRING STREETS, 18.52 FEET NW FROM CORNER OF BUILDING ON
 DG0239'SE CORNER.  12.44 FEET SE TO A NAIL IN TELEGRAPH POLE ON
 DG0239'CAIN STREET.  12.56 FEET S TO CENTER OF COVER OF P.T.C. COMPANY
 DG0239'MANHOLE.  21.17 FEET SW TO NAIL IN TELEGRAPH POLE ON SPRING
 DG0239'STREET.  11.23 FEET SW TO CENTER OF TOP OF COVER OF STORM
 DG0239'WATER DRAIN ON SE CORNER OF CAIN AND SPRING STREETS.
 DG0239'
 DG0239'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER
 DG0239'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0239'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0239
 DG0239                          STATION RECOVERY (1951)
 DG0239
 DG0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG0239'IN DOWNTOWN ATLANTA, ABOUT 25 FEET ESE OF THE CENTER OF THE
 DG0239'INTERSECTION OF CAIN AND SPRING STREETS N.W., IN THE FORMER,
 DG0239'8.3 FEET N OF THE S CURB OF CAIN STREET, AND 5.5 FEET E OF THE
 DG0239'PROJECTED LINE OF THE CURB EXTENDING N ON THE E SIDE OF
 DG0239'SPRING STREET.  MARK IS A STANDARD STATION DISK SET IN THE
 DG0239'TOP OF A CONCRETE CYLINDER.  IT IS 6 INCHES BELOW A CAST-IRON
 DG0239'COVER THAT IS FLUSH WITH THE STREET SURFACE AND IS STAMPED
 DG0239'CAIN 1927 1049.112.
 DG0239
 DG0239                          STATION RECOVERY (1951)
 DG0239
 DG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 DG0239'AT ATLANTA.
 DG0239'IN DOWNTOWN ATLANTA, FULTON COUNTY, ABOUT 25 FEET EAST-SOUTHEAST
 DG0239'OF THE CENTER OF THE INTERSECTION OF CAIN AND SPRING STREETS
 DG0239'N.W., IN THE FORMER, 8.3 FEET NORTH OF THE SOUTH CURB OF CAIN
 DG0239'STREET, AND 5.5 FEET EAST OF THE PROJECTED LINE OF THE CURB
 DG0239'EXTENDING NORTH ON THE EAST SIDE OF SPRING STREET.  A STANDARD
 DG0239'TRAVERSE DISK IS STAMPED CAIN 1927 1049.112 AND SET IN THE TOP
 DG0239'OF A CONCRETE POST THAT IS 6 INCHES BELOW A CAST IRON COVER THAT IS
 DG0239'FLUSH WITH THE STREET SURFACE.
 DG0239
 DG0239                          STATION RECOVERY (1973)
 DG0239
 DG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0239'RECOVERED IN GOOD CONDITION.
 DG0239
 DG0239                          STATION RECOVERY (1978)
 DG0239
 DG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DG0239'STATION WAS RECOVERED AS DESCRIBED.
 DG0239'NOTICE--CAIN STREET IS NOW INTERNATIONAL BOULEVARD.
 DG0239
 DG0239                          STATION RECOVERY (1978)
 DG0239
 DG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DG0239'NOTICE-- CAIN STREET IS NOW INTERNATIONAL BOULEVARD.
 DG0239
 DG0239                          STATION RECOVERY (1990)
 DG0239
 DG0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0239'NOT FOUND AFTER SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE0598 ***********************************************************************
 BE0598  DESIGNATION -  CAIRO
 BE0598  PID         -  BE0598
 BE0598  STATE/COUNTY-  GA/GRADY
 BE0598  USGS QUAD   -  CAIRO NORTH (1974)
 BE0598
 BE0598                         *CURRENT SURVEY CONTROL
 BE0598  ___________________________________________________________________
 BE0598* NAD 83(1986)-  30 52 41.     (N)    084 12 26.     (W)     SCALED    
 BE0598* NAVD 88     -        78.491  (meters)     257.52   (feet)  ADJUSTED  
 BE0598  ___________________________________________________________________
 BE0598  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE0598  DYNAMIC HT  -          78.391 (meters)     257.19  (feet)  COMP
 BE0598  MODELED GRAV-     979,372.0   (mgal)                       NAVD 88
 BE0598
 BE0598  VERT ORDER  -  SECOND    CLASS 0
 BE0598
 BE0598.The horizontal coordinates were scaled from a topographic map and have
 BE0598.an estimated accuracy of +/- 6 seconds.
 BE0598
 BE0598.The orthometric height was determined by differential leveling
 BE0598.and adjusted by the National Geodetic Survey in June 1991..
 BE0598
 BE0598.The geoid height was determined by GEOID03.
 BE0598
 BE0598.The dynamic height is computed by dividing the NAVD 88
 BE0598.geopotential number by the normal gravity value computed on the
 BE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0598.degrees latitude (g = 980.6199 gals.).
 BE0598
 BE0598.The modeled gravity was interpolated from observed gravity values.
 BE0598
 BE0598;                    North         East    Units  Estimated Accuracy
 BE0598;SPC GA W     -    97,330.      696,120.      MT  (+/- 180 meters Scaled)
 BE0598
 BE0598                          SUPERSEDED SURVEY CONTROL
 BE0598
 BE0598  NGVD 29 (??/??/92)   78.632  (m)          257.98   (f) ADJ UNCH    2 0
 BE0598
 BE0598.Superseded values are not recommended for survey control.
 BE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0598.See file dsdata.txt to determine how the superseded data were derived.
 BE0598
 BE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV670194(NAD 83)
 BE0598_MARKER: DB = BENCH MARK DISK
 BE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE0598_STAMPING: CAIRO 1933
 BE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0598+STABILITY: SURFACE MOTION
 BE0598
 BE0598  HISTORY     - Date     Condition        Report By
 BE0598  HISTORY     - 1933     MONUMENTED       CGS
 BE0598
 BE0598                          STATION DESCRIPTION
 BE0598
 BE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BE0598'AT CAIRO.
 BE0598'AT CAIRO, GRADY COUNTY, AT THE SOUTHWEST CORNER OF THE COUNTY
 BE0598'COURTHOUSE YARD, 49 FEET SOUTH OF THE CENTER LINE OF THE WEST
 BE0598'ENTRANCE TO THE COURTHOUSE, 7 FEET NORTHWEST OF THE SOUTHWEST
 BE0598'CORNER OF THE COURTHOUSE, AND 4 FEET WEST OF THE WEST FACE.  A
 BE0598'STANDARD DISK, STAMPED CAIRO 1933 AND SET IN THE TOP OF A CONCRETE
 BE0598'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3212 ***********************************************************************
 BE3212  DESIGNATION -  CAIRO
 BE3212  PID         -  BE3212
 BE3212  STATE/COUNTY-  GA/GRADY
 BE3212  USGS QUAD   -  CAIRO NORTH (1974)
 BE3212
 BE3212                         *CURRENT SURVEY CONTROL
 BE3212  ___________________________________________________________________
 BE3212* NAD 83(1994)-  30 53 25.10994(N)    084 14 18.88493(W)     ADJUSTED  
 BE3212* NAVD 88     -        93.3    (meters)     306.     (feet)  VERTCON   
 BE3212  ___________________________________________________________________
 BE3212  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BE3212  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BE3212
 BE3212  HORZ ORDER  -  FIRST
 BE3212
 BE3212.The horizontal coordinates were established by classical geodetic methods
 BE3212.and adjusted by the National Geodetic Survey in September 1997..
 BE3212
 BE3212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3212
 BE3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3212
 BE3212.The geoid height was determined by GEOID03.
 BE3212
 BE3212;                    North         East     Units Scale Factor Converg.
 BE3212;SPC GA W     -    98,691.916   693,124.889   MT  0.99990058   -0 02 12.9
 BE3212;SPC GA W     -   323,791.73  2,274,027.24   sFT  0.99990058   -0 02 12.9
 BE3212;UTM  16      - 3,420,712.829   763,971.925   MT  1.00045964   +1 25 06.7
 BE3212
 BE3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3212!SPC GA W     -   0.99998969  x   0.99990058  =   0.99989027
 BE3212!UTM  16      -   0.99998969  x   1.00045964  =   1.00044933
 BE3212
 BE3212:                Primary Azimuth Mark                     Grid Az
 BE3212:SPC GA W     -  CAIRO RM 3                               002 47 48.1
 BE3212:UTM  16      -  CAIRO RM 3                               001 20 28.5
 BE3212
 BE3212|---------------------------------------------------------------------|
 BE3212| PID    Reference Object                     Distance      Geod. Az  |
 BE3212|                                                           dddmmss.s |
 BE3212| CW2820 CAIRO RM 3                                         0024535.2 |
 BE3212| CW2818 CAIRO RM 1                           20.312 METERS 24423     |
 BE3212| CW2819 CAIRO RM 2                           38.164 METERS 33355     |
 BE3212|---------------------------------------------------------------------|
 BE3212
 BE3212                          SUPERSEDED SURVEY CONTROL
 BE3212
 BE3212  NAD 83(1986)-  30 53 25.11719(N)    084 14 18.89018(W) AD(       ) 1
 BE3212  NAD 27      -  30 53 24.43061(N)    084 14 19.24081(W) AD(       ) 1
 BE3212  NGVD 29 (07/19/86)   93.4    (m)          306.     (f) VERT ANG       
 BE3212
 BE3212.Superseded values are not recommended for survey control.
 BE3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3212.See file dsdata.txt to determine how the superseded data were derived.
 BE3212
 BE3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6397220713(NAD 83)
 BE3212_MARKER: DS = TRIANGULATION STATION DISK
 BE3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3212
 BE3212  HISTORY     - Date     Condition        Report By
 BE3212  HISTORY     - 1973     MONUMENTED       NGS
 BE3212
 BE3212                          STATION DESCRIPTION
 BE3212
 BE3212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BE3212'THE STATION IS ABOUT 8 MILES NORTH AND 3-1/2 MILES EAST OF RENO,
 BE3212'5 MILES EAST AND 1/2 MILE NORTH OF WHIGHAM, 2 MILES WEST AND
 BE3212'1/2 MILE NORTH OF CAIRO AND ON PROPERTY OWNED BY H.E. FALCONER,
 BE3212'WHO LIVES IN CAIRO.
 BE3212'
 BE3212'TO REACH THE STATION FROM THE POST OFFICE IN CAIRO, GO NORTH
 BE3212'ON STATE HIGHWAYS 93 AND 112 FOR 0.6 MILE TO THE JUNCTION WITH
 BE3212'U.S. HIGHWAY 84 AND STATE HIGHWAY 38.  TURN LEFT AND GO NORTHWEST
 BE3212'ON U.S. HIGHWAY 84 FOR 2.35 MILES TO A GRADED CROSSROAD, COUNTY
 BE3212'ROAD 84.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 84 FOR 0.6 MILE
 BE3212'TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE SOUTH ON COUNTY ROAD
 BE3212'84 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 BE3212'
 BE3212'STATION MARKS ARE STANDARD DISKS, STAMPED CAIRO 1973.  THE
 BE3212'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BE3212'MONUMENT, THAT IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 67.3
 BE3212'FEET NORTHEAST OF A WITNESS POST, 54.0 FEET NORTH OF A 40-INCH
 BE3212'PECAN TREE AND 38.0 FEET EAST OF THE CENTER OF COUNTY ROAD 84.
 BE3212'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 46
 BE3212'INCHES BELOW THE GROUND SURFACE.
 BE3212'
 BE3212'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAIRO NO 1 1973,
 BE3212'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BE3212'IS FLUSH WITH THE GROUND.  IT IS 60.0 FEET WEST-NORTHWEST OF THE
 BE3212'40-INCH PECAN TREE, 22.0 FEET WEST OF THE CENTER OF THE COUNTY
 BE3212'ROAD, 1.8 FEET NORTH OF THE WITNESS POST AND ABOUT 2 FEET HIGHER
 BE3212'THAN THE STATION.
 BE3212'
 BE3212'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAIRO NO 2 1973,
 BE3212'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BE3212'IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET SOUTHEAST OF A 30-INCH
 BE3212'PECAN TREE, 21.0 FEET WEST OF THE CENTER OF THE COUNTY ROAD,
 BE3212'2.0 FEET WEST OF A FENCE AND ABOUT 2 FEET HIGHER THAN THE
 BE3212'STATION.
 BE3212'
 BE3212'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAIRO NO 3 1973,
 BE3212'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BE3212'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 95.0 FEET EAST OF THE
 BE3212'CENTER OF COUNTY ROAD 84, 21.0 FEET SOUTH OF A FENCE AND 2.3 FEET
 BE3212'WEST OF A WITNESS POST.  THIS MARK WILL SERVE AS THE AZIMUTH
 BE3212'MARK.
 BE3212'
 BE3212'RM 1 TO RM 2 OBSTRUCTED.
 BE3212'
 BE3212'HEIGHT OF LIGHT ABOVE STATION MARK 31.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3210 ***********************************************************************
 BE3210  DESIGNATION -  CAIRO CO CTHSE DOME
 BE3210  PID         -  BE3210
 BE3210  STATE/COUNTY-  GA/GRADY
 BE3210  USGS QUAD   -  CAIRO NORTH (1974)
 BE3210
 BE3210                         *CURRENT SURVEY CONTROL
 BE3210  ___________________________________________________________________
 BE3210* NAD 83(1994)-  30 52 42.71125(N)    084 12 27.75223(W)     ADJUSTED  
 BE3210* NAVD 88     -                                                        
 BE3210  ___________________________________________________________________
 BE3210  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BE3210  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3210
 BE3210  HORZ ORDER  -  THIRD
 BE3210
 BE3210.The horizontal coordinates were established by classical geodetic methods
 BE3210.and adjusted by the National Geodetic Survey in September 1997..
 BE3210
 BE3210
 BE3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3210
 BE3210.The geoid height was determined by GEOID03.
 BE3210
 BE3210;                    North         East     Units Scale Factor Converg.
 BE3210;SPC GA W     -    97,384.820   696,075.719   MT  0.99990019   -0 01 15.8
 BE3210;SPC GA W     -   319,503.36  2,283,708.42   sFT  0.99990019   -0 01 15.8
 BE3210;UTM  16      - 3,419,480.392   766,956.695   MT  1.00047919   +1 26 02.1
 BE3210
 BE3210                          SUPERSEDED SURVEY CONTROL
 BE3210
 BE3210  NAD 83(1986)-  30 52 42.71850(N)    084 12 27.75746(W) AD(       ) 4
 BE3210  NAD 27      -  30 52 42.03091(N)    084 12 28.11346(W) AD(       ) 3
 BE3210
 BE3210.Superseded values are not recommended for survey control.
 BE3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3210.See file dsdata.txt to determine how the superseded data were derived.
 BE3210
 BE3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6695719480(NAD 83)
 BE3210_MARKER: 87 = DOME
 BE3210
 BE3210  HISTORY     - Date     Condition        Report By
 BE3210  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3210
 BE3210                          STATION DESCRIPTION
 BE3210
 BE3210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3210'THE STATION IS THE FINIAL ATOP THE CAIRO GRADY COUNTY COURTHOUSE
 BE3210'DOME.  THE DOME IS SILVER IN COLOR AND SETS ATOP A WHITE CLOCK
 BE3210'TOWER WHICH IS ATOP THE CENTER OF THE COURTHOUSE BUILDING.  THE
 BE3210'CLOCK TOWER HAS FOUR CLOCK FACES MOUNTED ON ITS EAST, WEST, NORTH
 BE3210'AND SOUTH SIDE.
 BE3210'
 BE3210'LOCATED IN THE CENTER OF CAIRO, 112 FEET NORTH OF THE CENTER
 BE3210'LINE OF 2ND AVENUE NE AND 145 FEET EAST OF THE CENTER LINE OF
 BE3210'N BROAD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3214 ***********************************************************************
 BE3214  DESIGNATION -  CAIRO N MUN TANK
 BE3214  PID         -  BE3214
 BE3214  STATE/COUNTY-  GA/GRADY
 BE3214  USGS QUAD   -  CAIRO NORTH (1974)
 BE3214
 BE3214                         *CURRENT SURVEY CONTROL
 BE3214  ___________________________________________________________________
 BE3214* NAD 83(1994)-  30 53 51.01494(N)    084 12 22.34666(W)     ADJUSTED  
 BE3214* NAVD 88     -                                                        
 BE3214  ___________________________________________________________________
 BE3214  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BE3214  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BE3214
 BE3214  HORZ ORDER  -  THIRD
 BE3214
 BE3214.The horizontal coordinates were established by classical geodetic methods
 BE3214.and adjusted by the National Geodetic Survey in September 1997..
 BE3214
 BE3214
 BE3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3214
 BE3214.The geoid height was determined by GEOID03.
 BE3214
 BE3214;                    North         East     Units Scale Factor Converg.
 BE3214;SPC GA W     -    99,488.076   696,220.036   MT  0.99990018   -0 01 13.1
 BE3214;SPC GA W     -   326,403.80  2,284,181.90   sFT  0.99990018   -0 01 13.1
 BE3214;UTM  16      - 3,421,587.854   767,047.599   MT  1.00047979   +1 26 07.7
 BE3214
 BE3214                          SUPERSEDED SURVEY CONTROL
 BE3214
 BE3214  NAD 83(1986)-  30 53 51.02214(N)    084 12 22.35197(W) AD(       ) 4
 BE3214  NAD 27      -  30 53 50.33617(N)    084 12 22.70498(W) AD(       ) 3
 BE3214
 BE3214.Superseded values are not recommended for survey control.
 BE3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3214.See file dsdata.txt to determine how the superseded data were derived.
 BE3214
 BE3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6704821588(NAD 83)
 BE3214_MARKER: 53 = ELEVATED TANK
 BE3214
 BE3214  HISTORY     - Date     Condition        Report By
 BE3214  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3214
 BE3214                          STATION DESCRIPTION
 BE3214
 BE3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3214'THE STATION IS THE BALL ATOP AND CENTER OF A WATER TANK OWNED
 BE3214'BY THE CITY OF CAIRO.  THE TANK HAS A CYLINDRICAL BODY WITH A
 BE3214'DOME TOP AND A CONCAVE BOTTOM, SUPPORTED BY FIVE TUBULAR LEGS.  IT
 BE3214'IS LIGHT GREEN IN COLOR AND APPROXIMATELY 110 FEET HIGH.
 BE3214'
 BE3214'LOCATED AIRLINE ABOUT 1.4 MILES NORTH OF THE CENTER OF CAIRO, IN
 BE3214'THE SOUTHWEST ANGLE OF THE INTERSECTION OF N BROAD STREET AND
 BE3214'CANNON FORD ROAD.  IT IS 110 FEET WEST OF THE CENTER LINE OF N
 BE3214'BROAD STREET AND 155 FEET SOUTH OF THE CENTER LINE OF CANNON
 BE3214'FORD ROAD.  THE COMPLETE NAME OF THE STATION IS CAIRO MUNICIPAL
 BE3214'NORTH WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3213 ***********************************************************************
 BE3213  DESIGNATION -  CAIRO RAD STA WGRA MAST
 BE3213  PID         -  BE3213
 BE3213  STATE/COUNTY-  GA/GRADY
 BE3213  USGS QUAD   -  CAIRO NORTH (1974)
 BE3213
 BE3213                         *CURRENT SURVEY CONTROL
 BE3213  ___________________________________________________________________
 BE3213* NAD 83(1994)-  30 54 08.04727(N)    084 13 43.72426(W)     ADJUSTED  
 BE3213* NAVD 88     -                                                        
 BE3213  ___________________________________________________________________
 BE3213  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BE3213  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3213
 BE3213  HORZ ORDER  -  THIRD
 BE3213
 BE3213.The horizontal coordinates were established by classical geodetic methods
 BE3213.and adjusted by the National Geodetic Survey in September 1997..
 BE3213
 BE3213
 BE3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3213
 BE3213.The geoid height was determined by GEOID03.
 BE3213
 BE3213;                    North         East     Units Scale Factor Converg.
 BE3213;SPC GA W     -   100,013.546   694,059.375   MT  0.99990044   -0 01 54.9
 BE3213;SPC GA W     -   328,127.78  2,277,093.13   sFT  0.99990044   -0 01 54.9
 BE3213;UTM  16      - 3,422,058.528   764,873.040   MT  1.00046552   +1 25 26.6
 BE3213
 BE3213                          SUPERSEDED SURVEY CONTROL
 BE3213
 BE3213  NAD 83(1986)-  30 54 08.05451(N)    084 13 43.72953(W) AD(       ) 4
 BE3213  NAD 27      -  30 54 07.36960(N)    084 13 44.08104(W) AD(       ) 3
 BE3213
 BE3213.Superseded values are not recommended for survey control.
 BE3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3213.See file dsdata.txt to determine how the superseded data were derived.
 BE3213
 BE3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6487322059(NAD 83)
 BE3213_MARKER: 42 = RADIO/TV MAST
 BE3213
 BE3213  HISTORY     - Date     Condition        Report By
 BE3213  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3213  HISTORY     - 1988     GOOD             USPSQD
 BE3213  HISTORY     - 1988     GOOD             LOCSUR
 BE3213
 BE3213                          STATION DESCRIPTION
 BE3213
 BE3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3213'THE STATION IS THE OBSTRUCTION LIGHT ATOP AND CENTER OF A STEEL
 BE3213'TRUSS-WORK, GUYED MAST, PAINTED ALTERNATELY RED AND WHITE, 275
 BE3213'FEET HIGH AND IS OWNED BY THE GRADY-MITCHELL BROADCASTING CO.
 BE3213'
 BE3213'LOCATED AIRLINE ABOUT 2 MILES NORTHWEST OF THE CENTER OF CAIRO,
 BE3213'0.8 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE ROUTE
 BE3213'112.  IT IS 239 FEET WEST OF THE CENTER LINE OF A PAVED ROAD
 BE3213'AND 250 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 84.  THE
 BE3213'COMPLETE NAME OF THE STATION IS CAIRO RADIO STATION MAST WGRA.
 BE3213
 BE3213                          STATION RECOVERY (1988)
 BE3213
 BE3213'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BE3213'RECOVERED IN GOOD CONDITION.
 BE3213
 BE3213                          STATION RECOVERY (1988)
 BE3213
 BE3213'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (LRF)
 BE3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3211 ***********************************************************************
 BE3211  DESIGNATION -  CAIRO S MUN TANK
 BE3211  PID         -  BE3211
 BE3211  STATE/COUNTY-  GA/GRADY
 BE3211  USGS QUAD   -  CAIRO NORTH (1974)
 BE3211
 BE3211                         *CURRENT SURVEY CONTROL
 BE3211  ___________________________________________________________________
 BE3211* NAD 83(1994)-  30 52 39.25140(N)    084 12 39.49350(W)     ADJUSTED  
 BE3211* NAVD 88     -                                                        
 BE3211  ___________________________________________________________________
 BE3211  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BE3211  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BE3211
 BE3211  HORZ ORDER  -  THIRD
 BE3211
 BE3211.The horizontal coordinates were established by classical geodetic methods
 BE3211.and adjusted by the National Geodetic Survey in September 1997..
 BE3211
 BE3211
 BE3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3211
 BE3211.The geoid height was determined by GEOID03.
 BE3211
 BE3211;                    North         East     Units Scale Factor Converg.
 BE3211;SPC GA W     -    97,278.399   695,763.830   MT  0.99990022   -0 01 21.9
 BE3211;SPC GA W     -   319,154.21  2,282,685.17   sFT  0.99990022   -0 01 21.9
 BE3211;UTM  16      - 3,419,366.020   766,647.430   MT  1.00047716   +1 25 55.9
 BE3211
 BE3211                          SUPERSEDED SURVEY CONTROL
 BE3211
 BE3211  NAD 83(1986)-  30 52 39.25864(N)    084 12 39.49873(W) AD(       ) 4
 BE3211  NAD 27      -  30 52 38.56973(N)    084 12 39.85211(W) AD(       ) 3
 BE3211
 BE3211.Superseded values are not recommended for survey control.
 BE3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3211.See file dsdata.txt to determine how the superseded data were derived.
 BE3211
 BE3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6664719366(NAD 83)
 BE3211_MARKER: 53 = ELEVATED TANK
 BE3211
 BE3211  HISTORY     - Date     Condition        Report By
 BE3211  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3211
 BE3211                          STATION DESCRIPTION
 BE3211
 BE3211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3211'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF A WATER TANK
 BE3211'OWNED BY THE CITY OF CAIRO.  THE TANK HAS A CYLINDRICAL BODY
 BE3211'WITH A DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SIX
 BE3211'TUBULAR LEGS.  IT IS PAINTED SILVER AND IS APPROXIMATELY 140 FEET
 BE3211'HIGH.
 BE3211'
 BE3211'LOCATED IN CAIRO, 129 FEET NORTH OF THE CENTER LINE OF 1ST
 BE3211'AVENUE SW, 110 FEET WEST OF THE EXTENDED CENTER LINE OF 2ND STREET
 BE3211'SW, 30 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING TRACK
 BE3211'AND AT THE SITE OF THE CITY WATER DEPARTMENT OFFICE.  THE COMPLETE
 BE3211'NAME OF THE STATION IS CAIRO MUNICIPAL SOUTH WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3790 ***********************************************************************
 BE3790  PACS        -  This is a Primary Airport Control Station.
 BE3790  DESIGNATION -  CAIRPORT
 BE3790  PID         -  BE3790
 BE3790  STATE/COUNTY-  GA/GRADY
 BE3790  USGS QUAD   -  CAIRO NORTH (1974)
 BE3790
 BE3790                         *CURRENT SURVEY CONTROL
 BE3790  ___________________________________________________________________
 BE3790* NAD 83(1994)-  30 53 18.44230(N)    084 09 21.94428(W)     ADJUSTED  
 BE3790* NAVD 88     -        77.47   (meters)     254.2    (feet)  GPS OBS   
 BE3790  ___________________________________________________________________
 BE3790  X           -     557,802.412 (meters)                     COMP
 BE3790  Y           -  -5,449,921.625 (meters)                     COMP
 BE3790  Z           -   3,255,312.593 (meters)                     COMP
 BE3790  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BE3790  ELLIP HEIGHT-          49.86  (meters)          (09/21/99) GPS OBS
 BE3790  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BE3790
 BE3790  HORZ ORDER  -  A
 BE3790  ELLP ORDER  -  THIRD     CLASS I
 BE3790
 BE3790.This mark is at Cairo-Grady County Airport (70J)
 BE3790
 BE3790.The horizontal coordinates were established by GPS observations
 BE3790.and adjusted by the National Geodetic Survey in September 1999..
 BE3790
 BE3790.The orthometric height was determined by GPS observations and a
 BE3790.high-resolution geoid model.
 BE3790
 BE3790.GPS derived orthometric heights for airport stations designated as
 BE3790.PACS or SACS are published to 2 decimal places.  This maintains
 BE3790.centimeter relative accuracy between the PACS and SACS.  It does
 BE3790.not indicate centimeter accuracy relative to other marks which are
 BE3790.part of the NAVD 88 network.
 BE3790
 BE3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3790
 BE3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3790
 BE3790.The ellipsoidal height was determined by GPS observations
 BE3790.and is referenced to NAD 83.
 BE3790
 BE3790.The geoid height was determined by GEOID03.
 BE3790
 BE3790;                    North         East     Units Scale Factor Converg.
 BE3790;SPC GA W     -    98,484.429   701,010.651   MT  0.99990001   +0 00 19.5
 BE3790;SPC GA W     -   323,111.00  2,299,899.11   sFT  0.99990001   +0 00 19.5
 BE3790;UTM  16      - 3,420,705.699   771,865.031   MT  1.00051182   +1 27 39.1
 BE3790
 BE3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3790!SPC GA W     -   0.99999217  x   0.99990001  =   0.99989218
 BE3790!UTM  16      -   0.99999217  x   1.00051182  =   1.00050399
 BE3790
 BE3790:                Primary Azimuth Mark                     Grid Az
 BE3790:SPC GA W     -  CAIRPORT AZ MK                           301 09 21.9
 BE3790:UTM  16      -  CAIRPORT AZ MK                           299 42 02.3
 BE3790
 BE3790|---------------------------------------------------------------------|
 BE3790| PID    Reference Object                     Distance      Geod. Az  |
 BE3790|                                                           dddmmss.s |
 BE3790| BE3793 CAIRPORT AZ MK                      419.023 METERS 3010941.4 |
 BE3790|---------------------------------------------------------------------|
 BE3790
 BE3790                          SUPERSEDED SURVEY CONTROL
 BE3790
 BE3790  NAD 83(1994)-  30 53 18.44294(N)    084 09 21.94310(W) AD(       ) 3
 BE3790  ELLIP H (09/03/97)   49.88   (m)                       GP(       ) 4 2
 BE3790  NAD 83(1986)-  30 53 18.45189(N)    084 09 21.94929(W) AD(       ) 3
 BE3790  NGVD 29 (09/27/88)   77.7    (m)          255.     (f) GPS OBS        
 BE3790
 BE3790.Superseded values are not recommended for survey control.
 BE3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3790.See file dsdata.txt to determine how the superseded data were derived.
 BE3790
 BE3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7186520706(NAD 83)
 BE3790_MARKER: F = FLANGE-ENCASED ROD
 BE3790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BE3790_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BE3790_STAMPING: CAIRPORT 1987
 BE3790_MARK LOGO: NGS   
 BE3790_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3790+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1998
 BE3790
 BE3790  HISTORY     - Date     Condition        Report By
 BE3790  HISTORY     - 1987     MONUMENTED       NGS
 BE3790  HISTORY     - 19980418 GOOD             NGS
 BE3790  HISTORY     - 19980418 GOOD             NGS
 BE3790
 BE3790                          STATION DESCRIPTION
 BE3790
 BE3790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BE3790'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 BE3790'EAST-NORTHEAST OF CAIRO, AT THE GRADY COUNTY AIRPORT, AT THE
 BE3790'JUNCTION OF THE SINGLE RUNWAY AND THE RAMP.
 BE3790'OWNERSHIP--CITY OF CAIRO, C/O AIRPORT MANAGER LARRY BIBLE, CITY
 BE3790'HALL, CAIRO GA 31728.  PHONE (912) 377-6700.
 BE3790'
 BE3790'TO REACH THE STATION FROM THE JUNCION OF U.S. HIGHWAY 84 AND STATE
 BE3790'HIGHWAYS 38, 93, 111 IN CAIRO, GO EAST FOR 0.8 KM (0.5 MI) ON
 BE3790'HIGHWAYS 84 AND 38 TO THE JUNCTION OF STATE HIGHWAY 188.
 BE3790'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.9 KM (1.8 MI) ON THE
 BE3790'HIGHWAYS TO A CROSS STREET.
 BE3790'TURN LEFT AND GO NORTH FOR 1.9 KM (1.2 MI) ON AIRPORT ROAD TO A
 BE3790'ROAD ON THE RIGHT, ON THE OUTSIDE OF A CURVE.  TURN RIGHT AND GO
 BE3790'SOUTHEAST FOR 0.6 KM (0.4 MI) TO ROAD END AT AIRPORT BUILDING ON
 BE3790'THE LEFT.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI), TURNING LEFT AROUND
 BE3790'HANGAR, THEN WORKING WAY ACROSS TARMAC AND RAMP TO THE RUNWAY AND
 BE3790'THE STATION ON THE LEFT.
 BE3790'
 BE3790'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 BE3790'GROUND, DRIVEN TO THE REQUIREMENT OF 30 CM PER MINUTE AT A DEPTH OF
 BE3790'9.8 METERS, IN A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0
 BE3790'METER, ENCASED IN A 14 CM PVC PIPE COVERED BY A STANDARD METAL NGS
 BE3790'LOGO CAP
 BE3790'STAMPED---CAIRPORT 1987---,
 BE3790'FLUSH WITH THE GROUND.  LOCATED
 BE3790'20.5 METERS (67.3 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 BE3790'16.4 METERS (53.8 FT) WEST-NORTHWEST FROM THE CENTER OF THE RAMP,
 BE3790'29.5 METERS (96.8 FT) NORTH-NORTHEAST FROM THE NORTH END OF A
 BE3790'CONCRETE CULVERT HEADWALL,
 BE3790'13.5 METERS (44.3 FT) SOUTH-SOUTHEAST FROM A RUNWAY LIGHT, AND
 BE3790'8.4 METERS (27.5 FT) WEST FROM THE CURVED EDGE OF THE PAVEMENT.
 BE3790'
 BE3790'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 BE3790
 BE3790                          STATION RECOVERY (1998)
 BE3790
 BE3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BE3790'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 BE3790'BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 BE3790
 BE3790                          STATION RECOVERY (1998)
 BE3790
 BE3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BE3790'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 BE3790'BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3793 ***********************************************************************
 BE3793  SACS        -  This is a Secondary Airport Control Station.
 BE3793  DESIGNATION -  CAIRPORT AZ MK
 BE3793  PID         -  BE3793
 BE3793  STATE/COUNTY-  GA/GRADY
 BE3793  USGS QUAD   -  CAIRO NORTH (1974)
 BE3793
 BE3793                         *CURRENT SURVEY CONTROL
 BE3793  ___________________________________________________________________
 BE3793* NAD 83(1994)-  30 53 25.48264(N)    084 09 35.44477(W)     ADJUSTED  
 BE3793* NAVD 88     -        79.83   (meters)     261.9    (feet)  GPS OBS   
 BE3793  ___________________________________________________________________
 BE3793  X           -     557,434.580 (meters)                     COMP
 BE3793  Y           -  -5,449,849.395 (meters)                     COMP
 BE3793  Z           -   3,255,499.866 (meters)                     COMP
 BE3793  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BE3793  ELLIP HEIGHT-          52.21  (meters)          (04/24/00) GPS OBS
 BE3793  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BE3793
 BE3793  HORZ ORDER  -  FIRST
 BE3793  ELLP ORDER  -  FOURTH    CLASS I
 BE3793
 BE3793.This mark is at Cairo-Grady County Airport (70J)
 BE3793
 BE3793.The horizontal coordinates were established by GPS observations
 BE3793.and adjusted by the National Geodetic Survey in April 2000..
 BE3793
 BE3793.The orthometric height was determined by GPS observations and a
 BE3793.high-resolution geoid model.
 BE3793
 BE3793.GPS derived orthometric heights for airport stations designated as
 BE3793.PACS or SACS are published to 2 decimal places.  This maintains
 BE3793.centimeter relative accuracy between the PACS and SACS.  It does
 BE3793.not indicate centimeter accuracy relative to other marks which are
 BE3793.part of the NAVD 88 network.
 BE3793
 BE3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3793
 BE3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3793
 BE3793.The ellipsoidal height was determined by GPS observations
 BE3793.and is referenced to NAD 83.
 BE3793
 BE3793.The geoid height was determined by GEOID03.
 BE3793
 BE3793;                    North         East     Units Scale Factor Converg.
 BE3793;SPC GA W     -    98,701.197   700,652.103   MT  0.99990001   +0 00 12.6
 BE3793;SPC GA W     -   323,822.18  2,298,722.77   sFT  0.99990001   +0 00 12.6
 BE3793;UTM  16      - 3,420,913.418   771,500.871   MT  1.00050938   +1 27 32.5
 BE3793
 BE3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3793!SPC GA W     -   0.99999180  x   0.99990001  =   0.99989181
 BE3793!UTM  16      -   0.99999180  x   1.00050938  =   1.00050118
 BE3793
 BE3793:                Primary Azimuth Mark                     Grid Az
 BE3793:SPC GA W     -  CAIRPORT                                 121 09 21.8
 BE3793:UTM  16      -  CAIRPORT                                 119 42 01.9
 BE3793
 BE3793|---------------------------------------------------------------------|
 BE3793| PID    Reference Object                     Distance      Geod. Az  |
 BE3793|                                                           dddmmss.s |
 BE3793| BE3790 CAIRPORT                            419.023 METERS 1210934.4 |
 BE3793|---------------------------------------------------------------------|
 BE3793
 BE3793                          SUPERSEDED SURVEY CONTROL
 BE3793
 BE3793  NAD 83(1994)-  30 53 25.48288(N)    084 09 35.44338(W) AD(       ) 3
 BE3793  ELLIP H (09/03/97)   52.25   (m)                       GP(       ) 4 2
 BE3793  NAD 83(1986)-  30 53 25.49192(N)    084 09 35.44960(W) AD(       ) 3
 BE3793  NGVD 29 (09/27/88)   80.1    (m)          263.     (f) GPS OBS        
 BE3793
 BE3793.Superseded values are not recommended for survey control.
 BE3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3793.See file dsdata.txt to determine how the superseded data were derived.
 BE3793
 BE3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV7150120913(NAD 83)
 BE3793_MARKER: F = FLANGE-ENCASED ROD
 BE3793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BE3793_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BE3793_STAMPING: CAIRPORT AZ MK 1987
 BE3793_MARK LOGO: NGS   
 BE3793_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3793+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1998
 BE3793
 BE3793  HISTORY     - Date     Condition        Report By
 BE3793  HISTORY     - 1987     MONUMENTED       NGS
 BE3793  HISTORY     - 19980418 GOOD             NGS
 BE3793
 BE3793                          STATION DESCRIPTION
 BE3793
 BE3793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BE3793'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 BE3793'EAST-NORTHEAST OF CAIRO, AT THE GRADY COUNTY AIRPORT, AT THE
 BE3793'SOUTHEAST END OF THE WHITE THRESHOLD LINE FOR THE NORTHWEST END OF
 BE3793'THE SINGLE RUNWAY.
 BE3793'OWNERSHIP--CITY OF CAIRO, C/O AIRPORT MANAGER LARRY BIBLE, CITY
 BE3793'HALL, CAIRO GA 31728.  PHONE (912) 377-6700.
 BE3793'
 BE3793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BE3793'HIGHWAYS 38, 93, 111 IN CAIRO, GO EAST FOR 0.8 KM (0.5 MI) ON
 BE3793'HIGHWAYS 84 AND 38 TO THE JUNCTION OF STATE HIGHWAY 118.
 BE3793'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.9 KM (1.8 MI) ON THE
 BE3793'HIGHWAYS TO A CROSS STREET.
 BE3793'TURN LEFT AND GO NORTH FOR 1.9 KM (1.2 MI) ON AIRPORT ROAD TO A
 BE3793'ROAD ON THE RIGHT, ON THE OUTSIDE OF A CURVE.  TURN RIGHT AND GO
 BE3793'SOUTHEAST FOR 0.6 KM (0.4 MI) TO THE ROAD END AT THE AIRPORT
 BE3793'BUILDING ON THE LEFT.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI), TURNING
 BE3793'LEFT AROUND HANGAR, THEN WORKING WAY ACROSS TARMAC AND RAMP TO THE
 BE3793'RUNWAY.  TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ALONG SIDE
 BE3793'RUNWAY TO THE FIRST RUNWAY LIGHT AT THE NORTHWEST END OF THE RUNWAY
 BE3793'AND THE STATION.
 BE3793'
 BE3793'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 BE3793'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 7.0 METERS, IN A GREASE
 BE3793'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14 CM
 BE3793'PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 BE3793'STAMPED---CAIRPORT AZ MK 1987---,
 BE3793'FLUSH WITH THE GROUND.  LOCATED
 BE3793'52.2 METERS (171.3 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 BE3793'RUNWAY,
 BE3793'16.4 METERS (53.8 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE RUNWAY,
 BE3793'5.2 METERS (17.0 FT) SOUTH-SOUTHWEST FROM THE EDGE OF THE RUNWAY AT
 BE3793'THE THRESHOLD LINE, AND
 BE3793'4.3 METERS (14.1 FT) WEST FROM THE RUNWAY LIGHT.
 BE3793'
 BE3793'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 BE3793
 BE3793                          STATION RECOVERY (1998)
 BE3793
 BE3793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BE3793'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION HAS
 BE3793'BEEN DESIGNATED AS THE SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1981 ***********************************************************************
 DF1981  DESIGNATION -  CALD
 DF1981  PID         -  DF1981
 DF1981  STATE/COUNTY-  GA/OGLETHORPE
 DF1981  USGS QUAD   -  VESTA (1981)
 DF1981
 DF1981                         *CURRENT SURVEY CONTROL
 DF1981  ___________________________________________________________________
 DF1981* NAD 83(1994)-  33 52 37.44976(N)    082 59 52.75041(W)     ADJUSTED  
 DF1981* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 DF1981  ___________________________________________________________________
 DF1981  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DF1981  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DF1981
 DF1981  HORZ ORDER  -  FIRST
 DF1981
 DF1981.The horizontal coordinates were established by classical geodetic methods
 DF1981.and adjusted by the National Geodetic Survey in September 1997..
 DF1981
 DF1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1981
 DF1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1981
 DF1981.The geoid height was determined by GEOID03.
 DF1981
 DF1981;                    North         East     Units Scale Factor Converg.
 DF1981;SPC GA E     -   430,180.435   123,094.925   MT  0.99997289   -0 27 48.3
 DF1981;SPC GA E     - 1,411,350.31    403,853.93   sFT  0.99997289   -0 27 48.3
 DF1981;UTM  17      - 3,750,322.196   315,210.646   MT  1.00002097   -1 06 50.5
 DF1981
 DF1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1981!SPC GA E     -   0.99997493  x   0.99997289  =   0.99994782
 DF1981!UTM  17      -   0.99997493  x   1.00002097  =   0.99999590
 DF1981
 DF1981|---------------------------------------------------------------------|
 DF1981| PID    Reference Object                     Distance      Geod. Az  |
 DF1981|                                                           dddmmss.s |
 DF1981| DF2993 CALD RM 1                            64.910 METERS 03405     |
 DF1981| DF2994 CALD RM 2                            20.237 METERS 06803     |
 DF1981| DF1977 555 52 WHO RESET                    APPROX. 0.6 KM 0931238.0 |
 DF1981| DF2002 LEXINGTON HAYES CO RAD MAST         APPROX. 9.5 KM 2524706.7 |
 DF1981| DF2019 CRAWFORD JEFFERSON MILLS TANK       APPROX.15.1 KM 2754809.8 |
 DF1981| DF1990 LEXINGTON MCCANNON WELL CO MST      APPROX. 9.4 KM 3063722.3 |
 DF1981|---------------------------------------------------------------------|
 DF1981
 DF1981                          SUPERSEDED SURVEY CONTROL
 DF1981
 DF1981  NAD 83(1986)-  33 52 37.45687(N)    082 59 52.74923(W) AD(       ) 1
 DF1981  NAD 27      -  33 52 37.04067(N)    082 59 53.21392(W) AD(       ) 1
 DF1981  NGVD 29 (07/19/86)  188.7    (m)          619.     (f) VERT ANG       
 DF1981
 DF1981.Superseded values are not recommended for survey control.
 DF1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1981.See file dsdata.txt to determine how the superseded data were derived.
 DF1981
 DF1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT1521150322(NAD 83)
 DF1981_MARKER: DS = TRIANGULATION STATION DISK
 DF1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1981
 DF1981  HISTORY     - Date     Condition        Report By
 DF1981  HISTORY     - 1976     MONUMENTED       NGS
 DF1981
 DF1981                          STATION DESCRIPTION
 DF1981
 DF1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1981'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF RAYLE, 6-1/2
 DF1981'MILES EAST OF LEXINGTON, 6-1/2 MILES SOUTHWEST OF VESTA AND ON
 DF1981'PROPERTY OWNED BY A.H. CALDWELL WHO LIVES AT THE STATION SITE.
 DF1981'
 DF1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 78, STATE
 DF1981'HIGHWAYS 10, 22, AND 77 AT THE EAST EDGE OF LEXINGTON, GO
 DF1981'NORTHEAST ON STATE HIGHWAY 77 FOR 2.1 MILES TO A FORK.  TAKE THE
 DF1981'RIGHT FORK AND GO EAST ON COUNTY ROAD 159 FOR 5.3 MILES TO A
 DF1981'DRIVEWAY ON THE LEFT.  (TO REACH BM 555 52 CONTINUE AHEAD,
 DF1981'EASTERLY FOR 0.35 MILE TO A T-ROAD AND THE MARK ON THE LEFT.)
 DF1981'TURN LEFT AND GO NORTH ON DRIVEWAY FOR 0.1 MILE TO A WHITE HOUSE
 DF1981'ON THE RIGHT AND METAL GATE ON LEFT.  TURN LEFT, PASS THROUGH
 DF1981'GATE AND GO WESTERLY FOR 0.05 MILE TO THE HIGHEST POINT OF
 DF1981'HILL AND THE STATION AS DESCRIBED.
 DF1981'
 DF1981'STATION MARKS ARE STANDARD DISKS STAMPED CALD 1976.  THE SURFACE
 DF1981'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1981'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 214 FEET SOUTHWEST
 DF1981'OF THE SOUTHWEST CORNER OF A FENCE AROUND A CEMETERY, 66.5 FEET
 DF1981'WEST-SOUTHWEST OF A UTILITY POLE AND METAL WITNESS POST.  THE
 DF1981'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DF1981'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 DF1981'
 DF1981'REFERENCE MARK 1, A STANDARD DISK STAMPED CALD NO 1 1976, IS SET
 DF1981'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 DF1981'FLUSH WITH THE GROUND SURFACE.  IT IS 1.3 FEET WEST OF A METAL
 DF1981'WITNESS POST AND 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DF1981'FENCE.
 DF1981'
 DF1981'REFERENCE MARK 2, A STANDARD DISK STAMPED CALD NO 2 1976, IS SET
 DF1981'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1
 DF1981'INCH BELOW THE GROUND SURFACE.  IT IS 1.5 FEET WEST-SOUTHWEST OF A
 DF1981'METAL WITNESS POST AND 1 FOOT WEST OF THE UTILITY POLE.
 DF1981'
 DF1981'BM 555 52 WHO IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 DF1981'555 52 WHO 1970 RESET 1972, IS SET IN THE TOP OF A 5-INCH SQUARE
 DF1981'CONCRETE MONUMENT THAT PROJECT 3 INCHES ABOVE THE GROUND
 DF1981'SURFACE.  IT IS 52 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD,
 DF1981'47 FEET NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD, 4 FEET
 DF1981'NORTHWEST OF A FENCE CORNER, 3.5 FEET WEST OF A METAL WITNESS
 DF1981'POST.
 DF1981'
 DF1981'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0374 ***********************************************************************
 EE0374  DESIGNATION -  CALHOUN
 EE0374  PID         -  EE0374
 EE0374  STATE/COUNTY-  GA/GORDON
 EE0374  USGS QUAD   -  CALHOUN NORTH (1982)
 EE0374
 EE0374                         *CURRENT SURVEY CONTROL
 EE0374  ___________________________________________________________________
 EE0374* NAD 83(1986)-  34 30 08.     (N)    084 57 18.     (W)     SCALED    
 EE0374* NAVD 88     -       193.616  (meters)     635.22   (feet)  ADJUSTED  
 EE0374  ___________________________________________________________________
 EE0374  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE0374  DYNAMIC HT  -         193.419 (meters)     634.58  (feet)  COMP
 EE0374  MODELED GRAV-     979,615.2   (mgal)                       NAVD 88
 EE0374
 EE0374  VERT ORDER  -  SECOND    CLASS 0
 EE0374
 EE0374.The horizontal coordinates were scaled from a topographic map and have
 EE0374.an estimated accuracy of +/- 6 seconds.
 EE0374
 EE0374.The orthometric height was determined by differential leveling
 EE0374.and adjusted by the National Geodetic Survey in June 1991..
 EE0374
 EE0374.The geoid height was determined by GEOID03.
 EE0374
 EE0374.The dynamic height is computed by dividing the NAVD 88
 EE0374.geopotential number by the normal gravity value computed on the
 EE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0374.degrees latitude (g = 980.6199 gals.).
 EE0374
 EE0374.The modeled gravity was interpolated from observed gravity values.
 EE0374
 EE0374;                    North         East    Units  Estimated Accuracy
 EE0374;SPC GA W     -   499,490.      627,610.      MT  (+/- 180 meters Scaled)
 EE0374
 EE0374                          SUPERSEDED SURVEY CONTROL
 EE0374
 EE0374  NGVD 29 (??/??/92)  193.61   (m)          635.2    (f) COMPUTED    2 0
 EE0374
 EE0374.Superseded values are not recommended for survey control.
 EE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0374.See file dsdata.txt to determine how the superseded data were derived.
 EE0374
 EE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD877197(NAD 83)
 EE0374_MARKER: DS = TRIANGULATION STATION DISK
 EE0374_SETTING: 66 = SET IN ROCK OUTCROP
 EE0374_SP_SET: ROCK OUTCROP
 EE0374_STAMPING: CA UN 1934
 EE0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0374+STABILITY: POSITION/ELEVATION WELL
 EE0374
 EE0374  HISTORY     - Date     Condition        Report By
 EE0374  HISTORY     - 1934     MONUMENTED       CGS
 EE0374  HISTORY     - 1972     GOOD             NGS
 EE0374
 EE0374                          STATION DESCRIPTION
 EE0374
 EE0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EE0374'AT CALHOUN.
 EE0374'ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 143, COURT STREET, FROM
 EE0374'THE COUNTY COURTHOUSE AT CALHOUN, THENCE 0.1 MILE SOUTH ALONG
 EE0374'STATE HIGHWAY SPUR 53, RIVER STREET, THENCE 0.1 MILE WEST ALONG
 EE0374'STATE HIGHWAY SPUR 53, OOTHCALOGA STREET, AT THE CALHOUN HIGH
 EE0374'SCHOOL, 37 1/2 FEET SOUTH OF THE CENTER LINE OF OOTHCALOGA STREET,
 EE0374'20.2 FEET EAST OF THE MOST EASTERLY OF 4 STONE PILLARS AT THE
 EE0374'SIDEWALK ENTRANCE TO THE SCHOOL BUILDINGS, SET IN THE TOP OF A
 EE0374'1- BY 1-FOOT ROCK OUTCROP WHICH PROJECTS 0.5 FOOT, 136 FEET NORTH
 EE0374'OF THE MORE EASTERLY OF THE TWO ENTRANCES OF THE SCHOOL BUILDING
 EE0374'WHICH FRONTS ON OOTHCALOGA STREET, 48 1/2 FEET WEST OF A 30-INCH
 EE0374'WILLOW OAK TREE, 24.6 FEET EAST OF THE EAST EDGE OF A SIDEWALK
 EE0374'LEADING SOUTH TO THE SCHOOL BUILDING, AND ABOUT 1 FOOT ABOVE THE
 EE0374'LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK WAS REPORTED DESTROYED
 EE0374'6 DECEMBER 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1915 ***********************************************************************
 EE1915  DESIGNATION -  CALHOUN
 EE1915  PID         -  EE1915
 EE1915  STATE/COUNTY-  GA/GORDON
 EE1915  USGS QUAD   -  CALHOUN NORTH (1982)
 EE1915
 EE1915                         *CURRENT SURVEY CONTROL
 EE1915  ___________________________________________________________________
 EE1915* NAD 83(1994)-  34 32 32.97086(N)    084 55 39.81027(W)     ADJUSTED  
 EE1915* NAVD 88     -       276.0    (meters)     906.     (feet)  VERTCON   
 EE1915  ___________________________________________________________________
 EE1915  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 EE1915  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 EE1915
 EE1915  HORZ ORDER  -  FIRST
 EE1915
 EE1915.The horizontal coordinates were established by classical geodetic methods
 EE1915.and adjusted by the National Geodetic Survey in September 1997..
 EE1915
 EE1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1915
 EE1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1915
 EE1915.The geoid height was determined by GEOID03.
 EE1915
 EE1915;                    North         East     Units Scale Factor Converg.
 EE1915;SPC GA W     -   503,937.900   630,146.139   MT  0.99996013   -0 25 53.6
 EE1915;SPC GA W     - 1,653,336.26  2,067,404.46   sFT  0.99996013   -0 25 53.6
 EE1915;UTM  16      - 3,824,259.463   690,159.909   MT  1.00004573   +1 10 31.3
 EE1915
 EE1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1915!SPC GA W     -   0.99996130  x   0.99996013  =   0.99992143
 EE1915!UTM  16      -   0.99996130  x   1.00004573  =   1.00000703
 EE1915
 EE1915|---------------------------------------------------------------------|
 EE1915| PID    Reference Object                     Distance      Geod. Az  |
 EE1915|                                                           dddmmss.s |
 EE1915| CZ4713 CALHOUN RM 1                         23.370 METERS 01904     |
 EE1915| EE1910 CALHOUN WEBBS CABLE TV MAST         208.662 METERS 18515     |
 EE1915| CZ4714 CALHOUN RM 2                                       1951420.8 |
 EE1915| EE1913 CALHOUN HIWASSEE CO RAD MAST         50.647 METERS 21122     |
 EE1915| EE1914 GORDON LOT                            8.060 METERS 21201     |
 EE1915| CZ4715 CALHOUN RM 3                         19.204 METERS 26841     |
 EE1915|---------------------------------------------------------------------|
 EE1915
 EE1915                          SUPERSEDED SURVEY CONTROL
 EE1915
 EE1915  NAD 83(1994)-  34 32 32.97504(N)    084 55 39.81462(W) AD(       ) 1
 EE1915  NAD 83(1986)-  34 32 32.97598(N)    084 55 39.81388(W) AD(       ) 1
 EE1915  NAD 27      -  34 32 32.66743(N)    084 55 40.02154(W) AD(       ) 1
 EE1915  NGVD 29 (07/19/86)  276.0    (m)          906.     (f) VERT ANG       
 EE1915
 EE1915.Superseded values are not recommended for survey control.
 EE1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1915.See file dsdata.txt to determine how the superseded data were derived.
 EE1915
 EE1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9016024259(NAD 83)
 EE1915_MARKER: DS = TRIANGULATION STATION DISK
 EE1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1915
 EE1915  HISTORY     - Date     Condition        Report By
 EE1915  HISTORY     - 1972     MONUMENTED       NGS
 EE1915  HISTORY     - 20030810 POOR             GEOCAC
 EE1915
 EE1915                          STATION DESCRIPTION
 EE1915
 EE1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1915'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF CALHOUN, AT
 EE1915'THE SITE OF THE CALHOUN GORDON LOOKOUT TOWER.  IT IS ON PROPERTY
 EE1915'OWNED BY THE STATE FOREST SERVICE WHOSE OFFICE IS LOCATED IN
 EE1915'CALHOUN.
 EE1915'
 EE1915'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75
 EE1915'AND STATE HIGHWAY 225, ABOUT 2.5 MILES NORTHEAST OF CALHOUN, GO
 EE1915'SOUTHWESTERLY ON HIGHWAY 225 FOR 0.8 MILE TO A CROSSROAD AND RM 2
 EE1915'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO
 EE1915'NORTHERLY ON A PAVED ROAD FOR 0.35 MILE TO A WATER TANK ON THE
 EE1915'LEFT.  CONTINUE AHEAD, NORTHERLY, ON A GRAVELED ROAD FOR 0.5
 EE1915'MILE TO THE TOP OF THE HILL, THE CALHOUN GORDON LOOKOUT TOWER
 EE1915'AND THE STATION.
 EE1915'
 EE1915'STATION MARKS ARE STANDARD DISKS STAMPED CALHOUN 1972.  THE
 EE1915'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1915'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET
 EE1915'EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 14.5 FEET
 EE1915'NORTHWEST OF A LONE PINE TREE AND 27 FEET WEST OF THE CENTER OF A
 EE1915'GRAVELED ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 EE1915'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 EE1915'
 EE1915'REFERENCE MARK 1, A STANDARD DISK STAMPED CALHOUN NO 1 1972, IS
 EE1915'CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 1-1/2 FOOT BOULDER WHICH
 EE1915'PROJECTS 1-FOOT ABOVE THE GROUND SURFACE.  IT IS 83 FEET NORTH OF
 EE1915'THE LONE PINE TREE AND 19 FEET WEST OF THE CENTER OF THE GRAVELED
 EE1915'ROAD.
 EE1915'
 EE1915'REFERENCE MARK 2, A STANDARD DISK STAMPED CALHOUN NO 2 1972, IS
 EE1915'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE1915'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 EE1915'NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 225, 19 FEET
 EE1915'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 7.2 FEET NORTHEAST OF A
 EE1915'UTILITY POLE AND 1.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 EE1915'
 EE1915'REFERENCE MARK 3, A STANDARD DISK STAMPED CALHOUN NO 3 1972, IS
 EE1915'CEMENTED IN A DRILL HOLE IN A 18 INCH BY 30 INCH CONCRETE
 EE1915'FOUNDATION THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 17.7 FEET
 EE1915'WEST OF THE NORTHEAST CORNER OF THE HOUSE, 15.2 FEET EAST OF THE
 EE1915'NORTHWEST CORNER OF THE HOUSE AND 2 FEET NORTH OF THE NORTH FACE
 EE1915'OF THE HOUSE.
 EE1915'
 EE1915'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 EE1915
 EE1915                          STATION RECOVERY (2003)
 EE1915
 EE1915'RECOVERY NOTE BY GEOCACHING 2003 (HH)
 EE1915'PROPERTY IS NOW PRIVATELY OWNED, ACCESS ROAD IS PAVED. OWNER HAS
 EE1915'REMOVED FRAME HOUSE MENTIONED IN STATION DISK LOCATION IN 1972
 EE1915'REPORT. SEVERAL PINE TREES NOW ON SITE.
 EE1915'REFERENCE MARK 1 HAS BEEN DESTROYED. THE BOULDER IT WAS ON WAS REMOVED
 EE1915' 
 EE1915'BY PROPERTY OWNER.
 EE1915'OTHER DISKS NOT FOUND, OWNER STATES THEY EXIST SLIGHTLY BELOW GRADE.
 EE1915'PROPERTY OWNER SIMMONS LIVES AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF6537 ***********************************************************************
 DF6537  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6537  DESIGNATION -  CALHOUN COOP CORS ARP
 DF6537  CORS_ID     -  CCED
 DF6537  PID         -  DF6537
 DF6537  STATE/COUNTY-  GA/GORDON
 DF6537  USGS QUAD   -  CALHOUN NORTH (1982)
 DF6537
 DF6537                         *CURRENT SURVEY CONTROL
 DF6537  ___________________________________________________________________
 DF6537* NAD 83(CORS)-  34 31 06.04182(N)    084 57 08.70459(W)     ADJUSTED  
 DF6537* NAVD 88     -                                                        
 DF6537  ___________________________________________________________________
 DF6537  EPOCH DATE  -        2002.00
 DF6537  X           -     462,881.976 (meters)                     COMP
 DF6537  Y           -  -5,240,635.400 (meters)                     COMP
 DF6537  Z           -   3,594,070.282 (meters)                     COMP
 DF6537  ELLIP HEIGHT-         178.94  (meters)          (07/??/03) GPS OBS
 DF6537  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DF6537
 DF6537  HORZ ORDER  -  SPECIAL (CORS)
 DF6537  ELLP ORDER  -  SPECIAL (CORS)
 DF6537
 DF6537.ITRF positions are available for this station.
 DF6537.The coordinates were established by GPS observations
 DF6537.and adjusted by the National Geodetic Survey in July 2003..
 DF6537.The coordinates are valid at the epoch date displayed above.
 DF6537.The epoch date for horizontal control is a decimal equivalence
 DF6537.of Year/Month/Day.
 DF6537
 DF6537
 DF6537.The PID for the CORS L1 Phase Center is DF6538.
 DF6537
 DF6537.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6537
 DF6537.The ellipsoidal height was determined by GPS observations
 DF6537.and is referenced to NAD 83.
 DF6537
 DF6537.The geoid height was determined by GEOID03.
 DF6537
 DF6537;                    North         East     Units Scale Factor Converg.
 DF6537;SPC GA W     -   501,276.756   627,858.827   MT  0.99996413   -0 26 43.0
 DF6537;SPC GA W     - 1,644,605.49  2,059,900.17   sFT  0.99996413   -0 26 43.0
 DF6537
 DF6537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6537!SPC GA W     -   0.99997191  x   0.99996413  =   0.99993604
 DF6537
 DF6537                          SUPERSEDED SURVEY CONTROL
 DF6537
 DF6537.No superseded survey control is available for this station.
 DF6537
 DF6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8794821535(NAD 83)
 DF6537_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF6537
 DF6537                          STATION DESCRIPTION
 DF6537
 DF6537'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF6537'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF6537'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF6537'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF6537'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF6537'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF6538 ***********************************************************************
 DF6538  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6538  DESIGNATION -  CALHOUN COOP CORS L1 PHASE CENTER
 DF6538  CORS_ID     -  CCED
 DF6538  PID         -  DF6538
 DF6538  STATE/COUNTY-  GA/GORDON
 DF6538  USGS QUAD   -  CALHOUN NORTH (1982)
 DF6538
 DF6538                         *CURRENT SURVEY CONTROL
 DF6538  ___________________________________________________________________
 DF6538* NAD 83(CORS)-  34 31 06.04183(N)    084 57 08.70460(W)     ADJUSTED  
 DF6538* NAVD 88     -                                                        
 DF6538  ___________________________________________________________________
 DF6538  EPOCH DATE  -        2002.00
 DF6538  X           -     462,881.983 (meters)                     COMP
 DF6538  Y           -  -5,240,635.482 (meters)                     COMP
 DF6538  Z           -   3,594,070.339 (meters)                     COMP
 DF6538  ELLIP HEIGHT-         179.04  (meters)          (07/??/03) GPS OBS
 DF6538  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DF6538
 DF6538  HORZ ORDER  -  SPECIAL (CORS)
 DF6538  ELLP ORDER  -  SPECIAL (CORS)
 DF6538
 DF6538.ITRF positions are available for this station.
 DF6538.The coordinates were established by GPS observations
 DF6538.and adjusted by the National Geodetic Survey in July 2003..
 DF6538.The coordinates are valid at the epoch date displayed above.
 DF6538.The epoch date for horizontal control is a decimal equivalence
 DF6538.of Year/Month/Day.
 DF6538
 DF6538
 DF6538.The PID for the CORS ARP is DF6537.
 DF6538
 DF6538.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6538
 DF6538.The ellipsoidal height was determined by GPS observations
 DF6538.and is referenced to NAD 83.
 DF6538
 DF6538.The geoid height was determined by GEOID03.
 DF6538
 DF6538;                    North         East     Units Scale Factor Converg.
 DF6538;SPC GA W     -   501,276.756   627,858.827   MT  0.99996413   -0 26 43.0
 DF6538;SPC GA W     - 1,644,605.49  2,059,900.17   sFT  0.99996413   -0 26 43.0
 DF6538
 DF6538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6538!SPC GA W     -   0.99997190  x   0.99996413  =   0.99993603
 DF6538
 DF6538                          SUPERSEDED SURVEY CONTROL
 DF6538
 DF6538.No superseded survey control is available for this station.
 DF6538
 DF6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8794821535(NAD 83)
 DF6538_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF6538
 DF6538                          STATION DESCRIPTION
 DF6538
 DF6538'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF6538'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF6538'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF6538'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF6538'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF6538'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1830 ***********************************************************************
 EE1830  DESIGNATION -  CALHOUN CRITERION MILLS TANK
 EE1830  PID         -  EE1830
 EE1830  STATE/COUNTY-  GA/GORDON
 EE1830  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1830
 EE1830                         *CURRENT SURVEY CONTROL
 EE1830  ___________________________________________________________________
 EE1830* NAD 83(1994)-  34 28 27.44425(N)    084 56 10.82918(W)     ADJUSTED  
 EE1830* NAVD 88     -                                                        
 EE1830  ___________________________________________________________________
 EE1830  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EE1830  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1830
 EE1830  HORZ ORDER  -  THIRD
 EE1830
 EE1830.The horizontal coordinates were established by classical geodetic methods
 EE1830.and adjusted by the National Geodetic Survey in September 1997..
 EE1830.No horizontal observational check was made to the station.
 EE1830
 EE1830
 EE1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1830
 EE1830.The geoid height was determined by GEOID03.
 EE1830
 EE1830;                    North         East     Units Scale Factor Converg.
 EE1830;SPC GA W     -   496,378.662   629,297.690   MT  0.99996160   -0 26 08.5
 EE1830;SPC GA W     - 1,628,535.66  2,064,620.84   sFT  0.99996160   -0 26 08.5
 EE1830;UTM  16      - 3,816,678.789   689,523.536   MT  1.00004276   +1 10 06.4
 EE1830
 EE1830                          SUPERSEDED SURVEY CONTROL
 EE1830
 EE1830  NAD 83(1994)-  34 28 27.44818(N)    084 56 10.83328(W) AD(       ) 4
 EE1830  NAD 83(1986)-  34 28 27.44888(N)    084 56 10.83276(W) AD(       ) 4
 EE1830  NAD 27      -  34 28 27.12944(N)    084 56 11.04218(W) AD(       ) 3
 EE1830
 EE1830.Superseded values are not recommended for survey control.
 EE1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1830.See file dsdata.txt to determine how the superseded data were derived.
 EE1830
 EE1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8952416679(NAD 83)
 EE1830_MARKER: 53 = ELEVATED TANK
 EE1830
 EE1830  HISTORY     - Date     Condition        Report By
 EE1830  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1830
 EE1830                          STATION DESCRIPTION
 EE1830
 EE1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1830'THE CALHOUN CRITERION CARPET MILLS WATER TANK IS LOCATED 2
 EE1830'MILES SOUTH OF THE CENTER OF CALHOUN, AT THE CITY LIMITS, ABOUT
 EE1830'0.1 MILE WEST OF U.S. HIGHWAY 41, AT THE REAR OF THE MILL
 EE1830'BUILDINGS.  THIS PLANT WAS RECENTLY OPENED AFTER BEING CLOSED
 EE1830'FOR SOME TIME.  THE ORIGINAL OWNER WAS NOT IDENTIFIED.
 EE1830'
 EE1830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND
 EE1830'HIGHWAY 41 IN THE SOUTH SECTION OF CALHOUN, GO SOUTH ON HIGHWAY
 EE1830'41 FOR 0.25 MILE TO THE NORTH ENTRANCE TO THE MILL AND THE TANK ON
 EE1830'THE RIGHT.
 EE1830'
 EE1830'THE SILVER TANK, ABOUT 75 FEET HIGH, WITH FOUR TUBULAR LEGS, A
 EE1830'CONICAL ROOF WITH A BALL AT THE APEX, HAS AN OVAL DESIGN ON ITS
 EE1830'SIDE, BUT THE NAME OF THE ORIGINAL OWNER HAS BEEN PAINTED OUT.
 EE1830'
 EE1830'THE POINT INTERSECTED WAS THE BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1833 ***********************************************************************
 EE1833  DESIGNATION -  CALHOUN GA HWY PATROL RAD MAST
 EE1833  PID         -  EE1833
 EE1833  STATE/COUNTY-  GA/GORDON
 EE1833  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1833
 EE1833                         *CURRENT SURVEY CONTROL
 EE1833  ___________________________________________________________________
 EE1833* NAD 83(1994)-  34 28 30.06449(N)    084 55 01.97142(W)     ADJUSTED  
 EE1833* NAVD 88     -                                                        
 EE1833  ___________________________________________________________________
 EE1833  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EE1833  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1833
 EE1833  HORZ ORDER  -  THIRD
 EE1833
 EE1833.The horizontal coordinates were established by classical geodetic methods
 EE1833.and adjusted by the National Geodetic Survey in September 1997..
 EE1833
 EE1833
 EE1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1833
 EE1833.The geoid height was determined by GEOID03.
 EE1833
 EE1833;                    North         East     Units Scale Factor Converg.
 EE1833;SPC GA W     -   496,446.202   631,055.346   MT  0.99995857   -0 25 29.5
 EE1833;SPC GA W     - 1,628,757.25  2,070,387.41   sFT  0.99995857   -0 25 29.5
 EE1833;UTM  16      - 3,816,795.516   691,278.764   MT  1.00005100   +1 10 45.5
 EE1833
 EE1833                          SUPERSEDED SURVEY CONTROL
 EE1833
 EE1833  NAD 83(1994)-  34 28 30.06850(N)    084 55 01.97559(W) AD(       ) 4
 EE1833  NAD 83(1986)-  34 28 30.06939(N)    084 55 01.97504(W) AD(       ) 4
 EE1833  NAD 27      -  34 28 29.75336(N)    084 55 02.18509(W) AD(       ) 3
 EE1833
 EE1833.Superseded values are not recommended for survey control.
 EE1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1833.See file dsdata.txt to determine how the superseded data were derived.
 EE1833
 EE1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9127916796(NAD 83)
 EE1833_MARKER: 42 = RADIO/TV MAST
 EE1833
 EE1833  HISTORY     - Date     Condition        Report By
 EE1833  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1833
 EE1833                          STATION DESCRIPTION
 EE1833
 EE1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1833'THE STATION IS THE RED LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 EE1833'STEEL, GUYED MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE AND
 EE1833'IS 250 FEET HIGH.  THE MAST IS OWNED BY GEORGIA DEPARTMENT OF
 EE1833'PUBLIC SAFETY.
 EE1833'
 EE1833'THE MAST IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE CENTER OF
 EE1833'CALHOUN, 0.2 MILE NORTH-NORTHEAST OF THE JUNCTION OF INTERSTATE
 EE1833'HWY. 75 AND STATE HIGHWAY 53, 300 FEET EAST OF THE STATE HIGHWAY
 EE1833'PATROL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1828 ***********************************************************************
 EE1828  DESIGNATION -  CALHOUN GLASSROCK STANDPIPE
 EE1828  PID         -  EE1828
 EE1828  STATE/COUNTY-  GA/GORDON
 EE1828  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1828
 EE1828                         *CURRENT SURVEY CONTROL
 EE1828  ___________________________________________________________________
 EE1828* NAD 83(1994)-  34 27 54.62466(N)    084 57 07.88412(W)     ADJUSTED  
 EE1828* NAVD 88     -                                                        
 EE1828  ___________________________________________________________________
 EE1828  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EE1828  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1828
 EE1828  HORZ ORDER  -  THIRD
 EE1828
 EE1828.The horizontal coordinates were established by classical geodetic methods
 EE1828.and adjusted by the National Geodetic Survey in September 1997..
 EE1828
 EE1828
 EE1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1828
 EE1828.The geoid height was determined by GEOID03.
 EE1828
 EE1828;                    North         East     Units Scale Factor Converg.
 EE1828;SPC GA W     -   495,378.606   627,833.959   MT  0.99996417   -0 26 40.4
 EE1828;SPC GA W     - 1,625,254.64  2,059,818.58   sFT  0.99996417   -0 26 40.4
 EE1828;UTM  16      - 3,815,638.074   688,088.260   MT  1.00003608   +1 09 33.1
 EE1828
 EE1828                          SUPERSEDED SURVEY CONTROL
 EE1828
 EE1828  NAD 83(1994)-  34 27 54.62889(N)    084 57 07.88791(W) AD(       ) 4
 EE1828  NAD 83(1986)-  34 27 54.63001(N)    084 57 07.88706(W) AD(       ) 4
 EE1828  NAD 27      -  34 27 54.31399(N)    084 57 08.09110(W) AD(       ) 3
 EE1828
 EE1828.Superseded values are not recommended for survey control.
 EE1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1828.See file dsdata.txt to determine how the superseded data were derived.
 EE1828
 EE1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8808815638(NAD 83)
 EE1828_MARKER: 52 = STANDPIPE TANK
 EE1828
 EE1828  HISTORY     - Date     Condition        Report By
 EE1828  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1828
 EE1828                          STATION DESCRIPTION
 EE1828
 EE1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1828'THE STATION IS THE BALL ON SMALL CUPOLA, AT THE TOP AND CENTER
 EE1828'OF A CYLINDRICAL SHAPED, STEEL, STANDPIPE WITH A DOME SHAPED
 EE1828'TOP.  THE BASE OF THE STANDPIPE IS PAINTED SILVER AND THE TOP IS
 EE1828'RED AND WHITE CHECKERED.  IT IS 65 FEET HIGH AND 75 FEET IN
 EE1828'DIAMETER AT THE BASE.
 EE1828'
 EE1828'THE STANDPIPE IS LOCATED IN THE GLASSROCK SUB DIVISION OF
 EE1828'CALHOUN, 1.1 MILES SOUTH OF STATE HWY. 53 AND 250 FEET SOUTH OF
 EE1828'THE INTERSECTION OF KINMAN ROAD AND HIGHLAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1913 ***********************************************************************
 EE1913  DESIGNATION -  CALHOUN HIWASSEE CO RAD MAST
 EE1913  PID         -  EE1913
 EE1913  STATE/COUNTY-  GA/GORDON
 EE1913  USGS QUAD   -  CALHOUN NORTH (1982)
 EE1913
 EE1913                         *CURRENT SURVEY CONTROL
 EE1913  ___________________________________________________________________
 EE1913* NAD 83(1994)-  34 32 31.56748(N)    084 55 40.84423(W)     ADJUSTED  
 EE1913* NAVD 88     -                                                        
 EE1913  ___________________________________________________________________
 EE1913  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EE1913  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1913
 EE1913  HORZ ORDER  -  THIRD
 EE1913
 EE1913.The horizontal coordinates were established by classical geodetic methods
 EE1913.and adjusted by the National Geodetic Survey in September 1997..
 EE1913
 EE1913
 EE1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1913
 EE1913.The geoid height was determined by GEOID03.
 EE1913
 EE1913;                    North         East     Units Scale Factor Converg.
 EE1913;SPC GA W     -   503,894.858   630,119.451   MT  0.99996017   -0 25 54.2
 EE1913;SPC GA W     - 1,653,195.05  2,067,316.90   sFT  0.99996017   -0 25 54.2
 EE1913;UTM  16      - 3,824,215.685   690,134.437   MT  1.00004561   +1 10 30.7
 EE1913
 EE1913                          SUPERSEDED SURVEY CONTROL
 EE1913
 EE1913  NAD 83(1994)-  34 32 31.57165(N)    084 55 40.84857(W) AD(       ) 4
 EE1913  NAD 83(1986)-  34 32 31.57221(N)    084 55 40.84717(W) AD(       ) 4
 EE1913  NAD 27      -  34 32 31.26397(N)    084 55 41.05595(W) AD(       ) 3
 EE1913
 EE1913.Superseded values are not recommended for survey control.
 EE1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1913.See file dsdata.txt to determine how the superseded data were derived.
 EE1913
 EE1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9013424216(NAD 83)
 EE1913_MARKER: 42 = RADIO/TV MAST
 EE1913
 EE1913  HISTORY     - Date     Condition        Report By
 EE1913  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1913
 EE1913                          STATION DESCRIPTION
 EE1913
 EE1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1913'THE STATION IS THE LIGHT ATOP AND CENTERED OF A GUYED, STEEL
 EE1913'TRUSS-WORK MAST, PAINTED ALTERNATELY RED AND WHITE, OWNED
 EE1913'BY THE HIWASSEE LAND COMPANY AND IS APPROXIMATELY 200 FEET
 EE1913'HIGH.  KIH 439.
 EE1913'
 EE1913'LOCATED AT THE NORTH EDGE OF CALHOUN ON THE HIGHEST HILL IN THE
 EE1913'VICINITY AND ABOUT 200 FEET SOUTH-SOUTHWEST OF TRIANGULATION
 EE1913'STATION CALHOUN.
 EE1913'
 EE1913'NOTE.  TRAVERSED FROM TRIANGULATION STATION CALHOUN, THE
 EE1913'DISTANCE BEING 166.2 FEET, 50.66 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1829 ***********************************************************************
 EE1829  DESIGNATION -  CALHOUN MT ALTO STANDPIPE
 EE1829  PID         -  EE1829
 EE1829  STATE/COUNTY-  GA/GORDON
 EE1829  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1829
 EE1829                         *CURRENT SURVEY CONTROL
 EE1829  ___________________________________________________________________
 EE1829* NAD 83(1994)-  34 29 55.21058(N)    084 56 53.40463(W)     ADJUSTED  
 EE1829* NAVD 88     -                                                        
 EE1829  ___________________________________________________________________
 EE1829  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 EE1829  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1829
 EE1829  HORZ ORDER  -  THIRD
 EE1829
 EE1829.The horizontal coordinates were established by classical geodetic methods
 EE1829.and adjusted by the National Geodetic Survey in September 1997..
 EE1829
 EE1829
 EE1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1829
 EE1829.The geoid height was determined by GEOID03.
 EE1829
 EE1829;                    North         East     Units Scale Factor Converg.
 EE1829;SPC GA W     -   499,091.259   628,232.169   MT  0.99996347   -0 26 33.5
 EE1829;SPC GA W     - 1,637,435.24  2,061,125.04   sFT  0.99996347   -0 26 33.5
 EE1829;UTM  16      - 3,819,360.692   688,382.385   MT  1.00003744   +1 09 44.9
 EE1829
 EE1829                          SUPERSEDED SURVEY CONTROL
 EE1829
 EE1829  NAD 83(1994)-  34 29 55.21433(N)    084 56 53.40915(W) AD(       ) 4
 EE1829  NAD 83(1986)-  34 29 55.21540(N)    084 56 53.40837(W) AD(       ) 4
 EE1829  NAD 27      -  34 29 54.90218(N)    084 56 53.61418(W) AD(       ) 3
 EE1829
 EE1829.Superseded values are not recommended for survey control.
 EE1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1829.See file dsdata.txt to determine how the superseded data were derived.
 EE1829
 EE1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8838219361(NAD 83)
 EE1829_MARKER: 52 = STANDPIPE TANK
 EE1829
 EE1829  HISTORY     - Date     Condition        Report By
 EE1829  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1829
 EE1829                          STATION DESCRIPTION
 EE1829
 EE1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1829'THE STATION IS THE VENT AT THE TOP AND CENTER OF A CYLINDRICAL SHAPE
 EE1829'STEEL STANDPIPE WITH A DOME SHAPE TOP.  IT IS PAINTED SILVER AND
 EE1829'IS 70 FEET HIGH AND 30 FEET IN DIAMETER AT THE BASE.
 EE1829'
 EE1829'THE STANDPIPE IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE CENTER
 EE1829'OF CALHOUN, ON THE HIGHEST HILL IN THE VICINITY AND IS KNOWN AS
 EE1829'MT ALTO, 220 FEET SOUTHWEST OF THE CENTER OF HILLCREST DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1827 ***********************************************************************
 EE1827  DESIGNATION -  CALHOUN RAD STA WCGA MAST
 EE1827  PID         -  EE1827
 EE1827  STATE/COUNTY-  GA/GORDON
 EE1827  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE1827
 EE1827                         *CURRENT SURVEY CONTROL
 EE1827  ___________________________________________________________________
 EE1827* NAD 83(1994)-  34 29 36.14533(N)    084 56 01.74498(W)     ADJUSTED  
 EE1827* NAVD 88     -                                                        
 EE1827  ___________________________________________________________________
 EE1827  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EE1827  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1827
 EE1827  HORZ ORDER  -  THIRD
 EE1827
 EE1827.The horizontal coordinates were established by classical geodetic methods
 EE1827.and adjusted by the National Geodetic Survey in September 1997..
 EE1827.No horizontal observational check was made to the station.
 EE1827
 EE1827
 EE1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1827
 EE1827.The geoid height was determined by GEOID03.
 EE1827
 EE1827;                    North         East     Units Scale Factor Converg.
 EE1827;SPC GA W     -   498,493.729   629,545.542   MT  0.99996116   -0 26 04.1
 EE1827;SPC GA W     - 1,635,474.84  2,065,434.00   sFT  0.99996116   -0 26 04.1
 EE1827;UTM  16      - 3,818,800.139   689,712.082   MT  1.00004364   +1 10 13.6
 EE1827
 EE1827                          SUPERSEDED SURVEY CONTROL
 EE1827
 EE1827  NAD 83(1994)-  34 29 36.14917(N)    084 56 01.74918(W) AD(       ) 4
 EE1827  NAD 83(1986)-  34 29 36.14972(N)    084 56 01.74861(W) AD(       ) 4
 EE1827  NAD 27      -  34 29 35.83161(N)    084 56 01.95775(W) AD(       ) 3
 EE1827
 EE1827.Superseded values are not recommended for survey control.
 EE1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1827.See file dsdata.txt to determine how the superseded data were derived.
 EE1827
 EE1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8971218800(NAD 83)
 EE1827_MARKER: 42 = RADIO/TV MAST
 EE1827
 EE1827  HISTORY     - Date     Condition        Report By
 EE1827  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1827
 EE1827                          STATION DESCRIPTION
 EE1827
 EE1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1827'THE CALHOUN RADIO STATION WCGA MAST, OWNED BY MR. R.R. MAGILL, IS
 EE1827'LOCATED IN THE SOUTHEAST SECTION OF CALHOUN, ABOUT 0.5 MILE WEST
 EE1827'OF INTERSTATE HIGHWAY 75.
 EE1827'
 EE1827'THE STATION IS THE TOP CENTER OF THE BRIDGED STEEL, SINGLE
 EE1827'COLUMN, MAST WHICH IS TRIANGLE SHAPED, AND PAINTED IN ALTERNATE
 EE1827'BANDS OF RED AND WHITE.  THE OVERALL HEIGHT IS APPROXIMATELY 200
 EE1827'FEET.
 EE1827'
 EE1827'TO REACH FROM THE INTERSECTION OF WALL STREET AND PETERS STREET IN
 EE1827'THE SOUTHEAST SECTION OF CALHOUN, GO EAST ON PETERS STREET FOR 0.7
 EE1827'MILE TO A CROSS STREET.  TURN LEFT AND GO NORTHEAST ON A PAVED
 EE1827'STREET FOR 0.3 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON
 EE1827'A PAVED AND DIRT STREET FOR 0.2 MILE TO THE MAST ON THE LEFT.
 EE1827'
 EE1827'NOTE--THIS MAST IS SCHEDULED TO BE DISMANTLED AND MOVED IN THE
 EE1827'NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1910 ***********************************************************************
 EE1910  DESIGNATION -  CALHOUN WEBBS CABLE TV MAST
 EE1910  PID         -  EE1910
 EE1910  STATE/COUNTY-  GA/GORDON
 EE1910  USGS QUAD   -  CALHOUN NORTH (1982)
 EE1910
 EE1910                         *CURRENT SURVEY CONTROL
 EE1910  ___________________________________________________________________
 EE1910* NAD 83(1994)-  34 32 26.22764(N)    084 55 40.55824(W)     ADJUSTED  
 EE1910* NAVD 88     -                                                        
 EE1910  ___________________________________________________________________
 EE1910  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EE1910  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1910
 EE1910  HORZ ORDER  -  THIRD
 EE1910
 EE1910.The horizontal coordinates were established by classical geodetic methods
 EE1910.and adjusted by the National Geodetic Survey in September 1997..
 EE1910
 EE1910
 EE1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1910
 EE1910.The geoid height was determined by GEOID03.
 EE1910
 EE1910;                    North         East     Units Scale Factor Converg.
 EE1910;SPC GA W     -   503,730.269   630,125.503   MT  0.99996016   -0 25 53.9
 EE1910;SPC GA W     - 1,652,655.06  2,067,336.75   sFT  0.99996016   -0 25 53.9
 EE1910;UTM  16      - 3,824,051.317   690,145.103   MT  1.00004566   +1 10 30.7
 EE1910
 EE1910                          SUPERSEDED SURVEY CONTROL
 EE1910
 EE1910  NAD 83(1994)-  34 32 26.23174(N)    084 55 40.56257(W) AD(       ) 4
 EE1910  NAD 83(1986)-  34 32 26.23271(N)    084 55 40.56180(W) AD(       ) 4
 EE1910  NAD 27      -  34 32 25.92397(N)    084 55 40.76986(W) AD(       ) 3
 EE1910
 EE1910.Superseded values are not recommended for survey control.
 EE1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1910.See file dsdata.txt to determine how the superseded data were derived.
 EE1910
 EE1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9014524051(NAD 83)
 EE1910_MARKER: 42 = RADIO/TV MAST
 EE1910
 EE1910  HISTORY     - Date     Condition        Report By
 EE1910  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1910  HISTORY     - 20030810 GOOD             GEOCAC
 EE1910
 EE1910                          STATION DESCRIPTION
 EE1910
 EE1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1910'THE STATION IS THE TOP CENTER OF A GUYED, STEEL TRUSS-WORK MAST
 EE1910'OWNED BY THE WEBBS CABLE TV SERVICE.  IT IS PAINTED ALTERNATELY
 EE1910'RED AND WHITE WITH SEVERAL ANTENNAS ATTACHED AND IS APPROXIMATELY
 EE1910'250 FEET HIGH.
 EE1910'
 EE1910'LOCATED AT THE NORTH EDGE OF CALHOUN ON THE HIGHEST HILL IN THE
 EE1910'VICINITY ON THE SAME HILL AND ABOUT 0.15 MILE SOUTH OF
 EE1910'TRIANGULATION STATION CALHOUN.
 EE1910
 EE1910                          STATION RECOVERY (2003)
 EE1910
 EE1910'RECOVERY NOTE BY GEOCACHING 2003 (HH)
 EE1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1377 ***********************************************************************
 CL1377  DESIGNATION -  CAL=J 40
 CL1377  PID         -  CL1377
 CL1377  STATE/COUNTY-  GA/EMANUEL
 CL1377  USGS QUAD   -  ADRIAN (1974)
 CL1377
 CL1377                         *CURRENT SURVEY CONTROL
 CL1377  ___________________________________________________________________
 CL1377* NAD 83(1994)-  32 32 41.11440(N)    082 32 52.72771(W)     ADJUSTED  
 CL1377* NAVD 88     -        83.728  (meters)     274.70   (feet)  POSTED    
 CL1377  ___________________________________________________________________
 CL1377  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 CL1377  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CL1377  DYNAMIC HT  -          83.630 (meters)     274.38  (feet)  COMP
 CL1377  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 CL1377
 CL1377  HORZ ORDER  -  FIRST
 CL1377  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CL1377
 CL1377.The horizontal coordinates were established by classical geodetic methods
 CL1377.and adjusted by the National Geodetic Survey in September 1997..
 CL1377
 CL1377.The orthometric height was determined by differential leveling
 CL1377.and adjusted by the National Geodetic Survey in 1992..
 CL1377.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CL1377.rate greater than 8.0 mm/km.
 CL1377
 CL1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1377
 CL1377.The geoid height was determined by GEOID03.
 CL1377
 CL1377.The dynamic height is computed by dividing the NAVD 88
 CL1377.geopotential number by the normal gravity value computed on the
 CL1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1377.degrees latitude (g = 980.6199 gals.).
 CL1377
 CL1377.The modeled gravity was interpolated from observed gravity values.
 CL1377
 CL1377;                    North         East     Units Scale Factor Converg.
 CL1377;SPC GA E     -   282,183.569   164,186.643   MT  0.99991581   -0 12 18.5
 CL1377;SPC GA E     -   925,797.26    538,669.01   sFT  0.99991581   -0 12 18.5
 CL1377;UTM  17      - 3,601,876.608   354,648.606   MT  0.99986052   -0 49 58.4
 CL1377
 CL1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1377!SPC GA E     -   0.99999135  x   0.99991581  =   0.99990717
 CL1377!UTM  17      -   0.99999135  x   0.99986052  =   0.99985188
 CL1377
 CL1377:                Primary Azimuth Mark                     Grid Az
 CL1377:SPC GA E     -  PEDDY=L 40 RESET                         141 18 39.1
 CL1377:UTM  17      -  PEDDY=L 40 RESET                         141 56 19.0
 CL1377
 CL1377|---------------------------------------------------------------------|
 CL1377| PID    Reference Object                     Distance      Geod. Az  |
 CL1377|                                                           dddmmss.s |
 CL1377| CL0401 PEDDY=L 40 RESET                    APPROX. 1.7 KM 1410620.6 |
 CL1377| CY7302 CAL RM=I 40                          15.100 METERS 28425     |
 CL1377| CL1514 CUT=H 40                            314.242 METERS 28927     |
 CL1377|---------------------------------------------------------------------|
 CL1377
 CL1377                          SUPERSEDED SURVEY CONTROL
 CL1377
 CL1377  NAD 83(1986)-  32 32 41.12115(N)    082 32 52.72494(W) AD(       ) 1
 CL1377  NAD 27      -  32 32 40.52500(N)    082 32 53.25200(W) AD(       ) 1
 CL1377
 CL1377.Superseded values are not recommended for survey control.
 CL1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1377.See file dsdata.txt to determine how the superseded data were derived.
 CL1377
 CL1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5464901877(NAD 83)
 CL1377_MARKER: DS = TRIANGULATION STATION DISK
 CL1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1377
 CL1377  HISTORY     - Date     Condition        Report By
 CL1377  HISTORY     - 1918     MONUMENTED       CGS
 CL1377  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1377  HISTORY     - 1950     MARK NOT FOUND   CGS
 CL1377  HISTORY     - 1968     MARK NOT FOUND   CGS
 CL1377
 CL1377                          STATION DESCRIPTION
 CL1377
 CL1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1377'ABOUT 1/4 MILE WEST OF PEDDY, ON CENTRAL OF GEORGIA RAILWAY.
 CL1377'164 FEET EAST OF TRESTLE W-117-8.  19.30 METERS (63.3 FEET)
 CL1377'NORTH OF NORTH RAIL, ON EXTENSION OF EAST TANGENT OF NORTH RAIL.
 CL1377'REFERENCE MARK = I-40 IS 54 YARDS SOUTHEAST
 CL1377'OF A WHISTLE POST.  45.7 FEET NORTHEAST OF NORTHEAST RAIL.
 CL1377'2 FEET SOUTHWEST OF A FENCE.  15.100 METERS (49.54 FEET) FROM
 CL1377'STATION IN GRID AZIMUTH 104 DEG 38 MIN.  IN 1934 UNABLE TO
 CL1377'LOCATE STATION MARK.
 CL1377
 CL1377                          STATION RECOVERY (1950)
 CL1377
 CL1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL1377'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE, BECAUSE THE
 CL1377'RAILROAD HAS BEEN ABANDONED AND REMOVED.  EITHER STATION OR
 CL1377'REFERENCE MARK HAS BEEN DESTROYED, AND NEITHER STATION NOR
 CL1377'REFERENCE MARK WAS RECOVERED.  AN UPROOTED MONUMENT WITH DISK
 CL1377'MISSING WAS FOUND ABOUT 50 FEET S OF THE DESCRIBED LOCATION OF
 CL1377'THE STATION MARK.  THE SUBSURFACE MARK MAY WELL YET BE IN
 CL1377'PLACE, BUT CAREFUL SEARCH REVEALED NO OTHER EVIDENCE OF ANY
 CL1377'MARK AND ONLY THE REMAINING OLD ROADBED AND THE SITE OF A
 CL1377'SHORT TRESTLE OF THE WITNESSES OF THE ORIGINAL DESCRIPTION.
 CL1377'AN ADEQUATE DESCRIPTION CANNOT BE CONFIDENTLY WRITTEN UNTIL THE
 CL1377'MARK IS RECOVERED, BUT THE FOLLOWING MAY AID DIRECT
 CL1377'APPROACH TO THE SITE.
 CL1377'
 CL1377'THE STATION IS 3.1 MILES ENE VIA U.S. HIGHWAY 80 FROM THE
 CL1377'MAIN INTERSECTION IN ADRIAN, 0.25 MILE E OF A CROSSROADS, 0.2 MILE
 CL1377'E OF THE CREST OF A RIDGE, AND ABOUT 100 YARDS S OF THE SAID
 CL1377'HIGHWAY.
 CL1377
 CL1377                          STATION RECOVERY (1968)
 CL1377
 CL1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 CL1377'STATION WAS SEARCHED FOR BUT NO MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2285 ***********************************************************************
 EE2285  PACS        -  This is a Primary Airport Control Station.
 EE2285  DESIGNATION -  CALPORT
 EE2285  PID         -  EE2285
 EE2285  STATE/COUNTY-  GA/GORDON
 EE2285  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE2285
 EE2285                         *CURRENT SURVEY CONTROL
 EE2285  ___________________________________________________________________
 EE2285* NAD 83(1994)-  34 27 19.94976(N)    084 56 20.27251(W)     ADJUSTED  
 EE2285* NAVD 88     -       193.66   (meters)     635.4    (feet)  GPS OBS   
 EE2285  ___________________________________________________________________
 EE2285  X           -     464,459.431 (meters)                     COMP
 EE2285  Y           -  -5,244,444.026 (meters)                     COMP
 EE2285  Z           -   3,588,319.368 (meters)                     COMP
 EE2285  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EE2285  ELLIP HEIGHT-         164.29  (meters)          (09/21/99) GPS OBS
 EE2285  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE2285
 EE2285  HORZ ORDER  -  A
 EE2285  ELLP ORDER  -  THIRD     CLASS I
 EE2285
 EE2285.This mark is at Tom B David Field Airport (CZL)
 EE2285
 EE2285.The horizontal coordinates were established by GPS observations
 EE2285.and adjusted by the National Geodetic Survey in September 1999..
 EE2285
 EE2285.The orthometric height was determined by GPS observations and a
 EE2285.high-resolution geoid model.
 EE2285
 EE2285.GPS derived orthometric heights for airport stations designated as
 EE2285.PACS or SACS are published to 2 decimal places.  This maintains
 EE2285.centimeter relative accuracy between the PACS and SACS.  It does
 EE2285.not indicate centimeter accuracy relative to other marks which are
 EE2285.part of the NAVD 88 network.
 EE2285
 EE2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2285
 EE2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2285
 EE2285.The ellipsoidal height was determined by GPS observations
 EE2285.and is referenced to NAD 83.
 EE2285
 EE2285.The geoid height was determined by GEOID03.
 EE2285
 EE2285;                    North         East     Units Scale Factor Converg.
 EE2285;SPC GA W     -   494,300.854   629,040.859   MT  0.99996204   -0 26 13.1
 EE2285;SPC GA W     - 1,621,718.72  2,063,778.22   sFT  0.99996204   -0 26 13.1
 EE2285;UTM  16      - 3,814,594.439   689,324.941   MT  1.00004183   +1 09 59.1
 EE2285
 EE2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2285!SPC GA W     -   0.99997421  x   0.99996204  =   0.99993625
 EE2285!UTM  16      -   0.99997421  x   1.00004183  =   1.00001604
 EE2285
 EE2285:                Primary Azimuth Mark                     Grid Az
 EE2285:SPC GA W     -  CALPORT AZ MK                            349 13 40.0
 EE2285:UTM  16      -  CALPORT AZ MK                            347 37 27.8
 EE2285
 EE2285|---------------------------------------------------------------------|
 EE2285| PID    Reference Object                     Distance      Geod. Az  |
 EE2285|                                                           dddmmss.s |
 EE2285| EE2288 CALPORT AZ MK                       APPROX. 0.9 KM 3484726.9 |
 EE2285|---------------------------------------------------------------------|
 EE2285
 EE2285                          SUPERSEDED SURVEY CONTROL
 EE2285
 EE2285  NAD 83(1994)-  34 27 19.94922(N)    084 56 20.27152(W) AD(       ) 3
 EE2285  ELLIP H (09/03/97)  164.37   (m)                       GP(       ) 4 2
 EE2285  NAD 83(1994)-  34 27 19.95353(N)    084 56 20.27265(W) AD(       ) 3
 EE2285  NAD 83(1994)-  34 27 19.95801(N)    084 56 20.27523(W) AD(       ) 3
 EE2285  NAD 83(1986)-  34 27 19.95720(N)    084 56 20.27163(W) AD(       ) 3
 EE2285  NGVD 29 (09/27/88)  193.8    (m)          636.     (f) GPS OBS        
 EE2285
 EE2285.Superseded values are not recommended for survey control.
 EE2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2285.See file dsdata.txt to determine how the superseded data were derived.
 EE2285
 EE2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8932514594(NAD 83)
 EE2285_MARKER: F = FLANGE-ENCASED ROD
 EE2285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EE2285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EE2285_STAMPING: CALPORT 1987
 EE2285_MARK LOGO: NGS   
 EE2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2285+STABILITY: POSITION/ELEVATION WELL
 EE2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2285+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 EE2285
 EE2285  HISTORY     - Date     Condition        Report By
 EE2285  HISTORY     - 1987     MONUMENTED       NGS
 EE2285  HISTORY     - 19980113 GOOD             NGS
 EE2285  HISTORY     - 20010828 GOOD             GADT
 EE2285  HISTORY     - 20050305 GOOD             RICCRO
 EE2285  HISTORY     - 20050418 GOOD             INDIV
 EE2285
 EE2285                          STATION DESCRIPTION
 EE2285
 EE2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2285'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 EE2285'SOUTH OF CALHOUN,
 EE2285'2.4 KM (1.5 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 75
 EE2285'AND STATE HIGHWAY 53 (EXIT 129), AT THE TOM B. DAVID FIELD AIRPORT,
 EE2285'AT THE JUNCTION OF THE RUNWAY AND MAIN RAMP.
 EE2285'OWNERSHIP--CITY OF CALHOUN, C/O AIRPORT MANAGER J.W. SWART, CITY
 EE2285'HALL, CALHOUN GA 30701.  PHONE (404) 629-9166.
 EE2285'
 EE2285'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 75 AND 53, NEAR
 EE2285'THE SOUTHEAST EDGE OF CALHOUN, GO NORTHWEST FOR
 EE2285'1.8 KM (1.1 MI) ON HIGHWAY 53 TO THE JUNCTION OF U.S. HIGHWAY 41.
 EE2285'TURN LEFT AND GO SOUTH FOR 2.6 KM (1.6 MI) ON HIGHWAY 41 TO THE
 EE2285'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM
 EE2285'(0.1 MI) TO THE AIRPORT GATE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 EE2285'ON ROAD AND TARMAC TO THE RUNWAY AND THE STATION ON THE RIGHT.
 EE2285'
 EE2285'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 EE2285'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 5.8 METERS, IN A GREASE
 EE2285'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14 CM
 EE2285'PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 EE2285'STAMPED---CALPORT 1987---,
 EE2285'FLUSH WITH THE GROUND.  LOCATED
 EE2285'20.0 METERS (65.5 FT) EAST FROM THE CENTER OF THE RUNWAY,
 EE2285'15.1 METERS (49.5 FT) NORTH FROM THE CENTER OF THE RAMP,
 EE2285'6.1 METERS (20.0 FT) NORTHEAST FROM THE CURVED PAVEMENT EDGE, AND
 EE2285'5.2 METERS (17.0 FT) SOUTHEAST FROM THE EAST ONE OF TWO BLUE RAMP
 EE2285'LIGHTS.
 EE2285'
 EE2285'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 EE2285
 EE2285                          STATION RECOVERY (1998)
 EE2285
 EE2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 EE2285'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 5 KM
 EE2285'(3.10 MI) SOUTH OF CALHOUN, 2.4 KM (1.50 MI) SOUTHWEST OF THE JUNCTION
 EE2285'OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 53, AT THE TOM B.  DAVID
 EE2285'FIELD, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF THE RUNWAY AND THE
 EE2285'CONNECTOR TAXI FROM THE APRON.  OWNERSHIP--CITY OF CALHOUN, CITY HALL,
 EE2285'CALHOUN, GA 30701.  AIRPORT MANAGER IS GARY SHIRLEY, 1957 HIGHWAY 41
 EE2285'SOUTH, CALHOUN, GA 30701. TO REACH FROM THE JUNCTION OF INTERSTATE
 EE2285'HIGHWAY 75 AND STATE HIGHWAY 53 (EXIT 129) ABOUT 5 KM (3.10 MI)
 EE2285'SOUTHEAST OF CALHOUN, GO NORTHWEST ON HIGHWAY 53 FOR 1.8 KM (1.10 MI)
 EE2285'TO THE JUNCTION OF STATE HIGHWAY 41.  TURN LEFT, SOUTH, ON HIGHWAY 41
 EE2285'FOR 2.6 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 EE2285'RIGHT, WEST, ON THE ROAD FOR 0.2 KM (0.10 MI) TO THE AIRPORT OFFICE ON
 EE2285'THE RIGHT AND THE APRON/TAXI AHEAD.  TURN RIGHT, NORTH, ON THE APRON
 EE2285'FOR 50 M, (164.0 FT) THEN LEFT, WEST, ALONG THE CONNECTOR TAXI FOR
 EE2285'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 EE2285'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 EE2285'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 EE2285'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 20.0 M (65.6
 EE2285'FT) EAST OF THE RUNWAY CENTER, 15.1 M (49.5 FT) NORTH OF THE TAXI
 EE2285'CENTER, 6.1 M (20.0 FT) NORTHEAST OF THE CURVED PAVEMENT EDGE, 4.5
 EE2285'WEST OF THE CENTER OF A CONCRETE CABLE DUCT COVER, AND 4.7 M (15.4 FT)
 EE2285'SOUTHEAST OF THE EAST 1 OF 2 TAI LIGHTS.
 EE2285
 EE2285                          STATION RECOVERY (2001)
 EE2285
 EE2285'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE2285'RECOVERED IN GOOD CONDITION.
 EE2285
 EE2285                          STATION RECOVERY (2005)
 EE2285
 EE2285'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2005 (JW)
 EE2285'RECOVERED IN GOOD CONDITION.
 EE2285
 EE2285                          STATION RECOVERY (2005)
 EE2285
 EE2285'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDB)
 EE2285'RECOVERED AS DESCRIBED, BY JOHN BURKE (PSI)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2288 ***********************************************************************
 EE2288  DESIGNATION -  CALPORT AZ MK
 EE2288  PID         -  EE2288
 EE2288  STATE/COUNTY-  GA/GORDON
 EE2288  USGS QUAD   -  CALHOUN SOUTH (1981)
 EE2288
 EE2288                         *CURRENT SURVEY CONTROL
 EE2288  ___________________________________________________________________
 EE2288* NAD 83(1994)-  34 27 47.85987(N)    084 56 26.95033(W)     ADJUSTED  
 EE2288* NAVD 88     -       193.8    (meters)     636.     (feet)  VERTCON   
 EE2288  ___________________________________________________________________
 EE2288  X           -     464,246.736 (meters)                     COMP
 EE2288  Y           -  -5,243,974.405 (meters)                     COMP
 EE2288  Z           -   3,589,028.556 (meters)                     COMP
 EE2288  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EE2288  ELLIP HEIGHT-         164.39  (meters)          (09/03/97) GPS OBS
 EE2288  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE2288
 EE2288  HORZ ORDER  -  THIRD
 EE2288  ELLP ORDER  -  FOURTH    CLASS II
 EE2288
 EE2288.This mark is at Tom B David Field Airport (CZL)
 EE2288
 EE2288.The horizontal coordinates were established by GPS observations
 EE2288.and adjusted by the National Geodetic Survey in September 1997..
 EE2288
 EE2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2288
 EE2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2288
 EE2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2288
 EE2288.The ellipsoidal height was determined by GPS observations
 EE2288.and is referenced to NAD 83.
 EE2288
 EE2288.The geoid height was determined by GEOID03.
 EE2288
 EE2288;                    North         East     Units Scale Factor Converg.
 EE2288;SPC GA W     -   495,162.123   628,876.996   MT  0.99996233   -0 26 17.1
 EE2288;SPC GA W     - 1,624,544.40  2,063,240.61   sFT  0.99996233   -0 26 17.1
 EE2288;UTM  16      - 3,815,450.852   689,137.026   MT  1.00004095   +1 09 56.1
 EE2288
 EE2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2288!SPC GA W     -   0.99997420  x   0.99996233  =   0.99993653
 EE2288!UTM  16      -   0.99997420  x   1.00004095  =   1.00001514
 EE2288
 EE2288:                Primary Azimuth Mark                     Grid Az
 EE2288:SPC GA W     -  CALPORT                                  169 13 40.2
 EE2288:UTM  16      -  CALPORT                                  167 37 27.0
 EE2288
 EE2288|---------------------------------------------------------------------|
 EE2288| PID    Reference Object                     Distance      Geod. Az  |
 EE2288|                                                           dddmmss.s |
 EE2288| EE2285 CALPORT                             APPROX. 0.9 KM 1684723.1 |
 EE2288|---------------------------------------------------------------------|
 EE2288
 EE2288                          SUPERSEDED SURVEY CONTROL
 EE2288
 EE2288  NAD 83(1994)-  34 27 47.86417(N)    084 56 26.95133(W) AD(       ) 3
 EE2288  NAD 83(1986)-  34 27 47.86732(N)    084 56 26.95081(W) AD(       ) 3
 EE2288  NGVD 29 (09/27/88)  193.8    (m)          636.     (f) GPS OBS        
 EE2288
 EE2288.Superseded values are not recommended for survey control.
 EE2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2288.See file dsdata.txt to determine how the superseded data were derived.
 EE2288
 EE2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8913715451(NAD 83)
 EE2288_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EE2288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EE2288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EE2288_MAGNETIC: I = MARKER IS A STEEL ROD
 EE2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2288+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EE2288
 EE2288  HISTORY     - Date     Condition        Report By
 EE2288  HISTORY     - 1987     MONUMENTED       NGS
 EE2288
 EE2288                          STATION DESCRIPTION
 EE2288
 EE2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2288'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 EE2288'SOUTH OF CALHOUN,
 EE2288'2.4 KM (1.5 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 75
 EE2288'AND STATE HIGHWAY 53 (EXIT 129), AT THE TOM B. DAVID FIELD AIRPORT,
 EE2288'IN THE GRASS ISLAND AT THE TRUNAROUND, AT THE NORTH END OF THE
 EE2288'RUNWAY.
 EE2288'OWNERSHIP--CITY OF CALHOUN, C/O AIRPORT MANAGER J.W. SWART, CITY
 EE2288'HALL, CALHOUN GA 30701.  PHONE (404) 629-9166.
 EE2288'
 EE2288'TO REACH THE STATION FROM FROM THE JUNCTION OF HIGHWAYS 75 AND 53
 EE2288'NEAR THE SOUTHEAST EDGE OF CALHOUN, GO NORTHWEST FOR
 EE2288'1.8 KM (1.1 MI) ON HIGHWAY 53 TO THE JUNCTION OF U.S. HIGHWAY 41.
 EE2288'TURN LEFT AND GO SOUTH FOR 2.6 KM (1.6 MI) ON HIGHWAY 41 TO THE
 EE2288'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM
 EE2288'(0.1 MI) TO THE AIRPORT GATE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 EE2288'ON ROAD AND TARMAC TO THE RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.9
 EE2288'KM (0.55 MI) ALONG SIDE OF THE RUNWAY TO THE TURNAROUND AND THE
 EE2288'STATION, IN THE GRASS ISLAND.
 EE2288'
 EE2288'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 EE2288'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 4.3 METERS, IN A GREASE
 EE2288'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A 14 CM
 EE2288'PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 EE2288'STAMPED---CALPORT AZ MK 1987---,
 EE2288'FLUSH WITH THE GROUND.  LOCATED
 EE2288'30.5 METERS (100.0 FT) EAST FROM THE CENTER OF THE RUNWAY,
 EE2288'18.4 METERS (60.5 FT) NORTHEAST FROM THE FIRST LIGHT SOUTH OF THE
 EE2288'NORTH END OF THE RUNWAY, AND
 EE2288'2.3 METERS (7.6 FT) EAST FROM THE NORTHEAST CORNER OF A 1.3 BY 1.3
 EE2288'METER CONCRETE DRAIN IN THE MIDDLE OF THE GRASS ISLAND.
 EE2288'
 EE2288'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1048 ***********************************************************************
 DF1048  DESIGNATION -  CALVIN RICE
 DF1048  PID         -  DF1048
 DF1048  STATE/COUNTY-  GA/BALDWIN
 DF1048  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1048
 DF1048                         *CURRENT SURVEY CONTROL
 DF1048  ___________________________________________________________________
 DF1048* NAD 83(1994)-  33 04 54.13042(N)    083 13 32.07752(W)     ADJUSTED  
 DF1048* NAVD 88     -       101.609  (meters)     333.36   (feet)  ADJUSTED  
 DF1048  ___________________________________________________________________
 DF1048  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DF1048  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF1048  DYNAMIC HT  -         101.500 (meters)     333.00  (feet)  COMP
 DF1048  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DF1048
 DF1048  HORZ ORDER  -  SECOND
 DF1048  VERT ORDER  -  FIRST     CLASS II
 DF1048
 DF1048.The horizontal coordinates were established by classical geodetic methods
 DF1048.and adjusted by the National Geodetic Survey in September 1997..
 DF1048
 DF1048.The orthometric height was determined by differential leveling
 DF1048.and adjusted by the National Geodetic Survey in June 1991..
 DF1048
 DF1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1048
 DF1048.The geoid height was determined by GEOID03.
 DF1048
 DF1048.The dynamic height is computed by dividing the NAVD 88
 DF1048.geopotential number by the normal gravity value computed on the
 DF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1048.degrees latitude (g = 980.6199 gals.).
 DF1048
 DF1048.The modeled gravity was interpolated from observed gravity values.
 DF1048
 DF1048;                    North         East     Units Scale Factor Converg.
 DF1048;SPC GA E     -   342,160.424   101,140.319   MT  1.00002046   -0 34 40.9
 DF1048;SPC GA E     - 1,122,571.32    331,824.53   sFT  1.00002046   -0 34 40.9
 DF1048;UTM  17      - 3,662,547.471   292,266.415   MT  1.00013210   -1 12 54.8
 DF1048
 DF1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1048!SPC GA E     -   0.99998838  x   1.00002046  =   1.00000884
 DF1048!UTM  17      -   0.99998838  x   1.00013210  =   1.00012048
 DF1048
 DF1048|---------------------------------------------------------------------|
 DF1048| PID    Reference Object                     Distance      Geod. Az  |
 DF1048|                                                           dddmmss.s |
 DF1048| DF1049 CALVIN RICE RM 1                      4.319 METERS 13936     |
 DF1048| DF2298 COLLEGE                             344.197 METERS 16435     |
 DF1048| DF1050 CALVIN RICE RM 2                      4.880 METERS 22826     |
 DF1048| DF2302 CALVIN RICE AZ MK                   340.865 METERS 25107     |
 DF1048|---------------------------------------------------------------------|
 DF1048
 DF1048                          SUPERSEDED SURVEY CONTROL
 DF1048
 DF1048  NAD 83(1986)-  33 04 54.13477(N)    083 13 32.07520(W) AD(       ) 2
 DF1048  NAD 27      -  33 04 53.61305(N)    083 13 32.52258(W) AD(       ) 2
 DF1048  NGVD 29 (07/19/86)  101.8    (m)          334.     (f) VERT ANG       
 DF1048
 DF1048.Superseded values are not recommended for survey control.
 DF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1048.See file dsdata.txt to determine how the superseded data were derived.
 DF1048
 DF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9226662547(NAD 83)
 DF1048_MARKER: DS = TRIANGULATION STATION DISK
 DF1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1048_SP_SET: CONCRETE POST
 DF1048_STAMPING: CALVIN RICE 1976
 DF1048_PROJECTION: FLUSH
 DF1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1048+STABILITY: SURFACE MOTION
 DF1048
 DF1048  HISTORY     - Date     Condition        Report By
 DF1048  HISTORY     - 1976     MONUMENTED       NGS
 DF1048  HISTORY     - 1979     GOOD             NGS
 DF1048
 DF1048                          STATION DESCRIPTION
 DF1048
 DF1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (EDW)
 DF1048'THE STATION IS LOCATED AT 110 NORTH JEFFERSON STREET AT THE
 DF1048'SITE OF THE SACRED HEART CATHOLIC CHURCH, ABOUT 200 FEET WEST
 DF1048'OF THE POST OFFICE.  IT IS ON PROPERTY OWNED BY THE CITY OF
 DF1048'MILLEDGEVILLE. THE AZIMUTH MARK IS LOCATED AT 200 WEST HANCOCK
 DF1048'STREET AT THE SITE OF THE VINSON MARY MEMORIAL LIBRARY.
 DF1048'
 DF1048'THE STATION MARKS ARE STANDARD DISKS
 DF1048'STAMPED---CALVIN RICE 1976.
 DF1048'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF1048'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 DF1048'IS 63 FEET NORTH OF THE CENTER OF HANCOCK STREET, 24 FEET WEST
 DF1048'OF THE SOUTH BOUND LANE OF JEFFERSON STREET AND 42 FEET
 DF1048'EAST OF THE SOUTHEAST CORNER OF THE CHURCH.  THE UNDERGROUND
 DF1048'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS 40 INCHES
 DF1048'BELOW THE GROUND SURFACE.
 DF1048'
 DF1048'REFERENCE MARK 1, STAMPED---CALVIN RICE NO 1 1976---, IS A
 DF1048'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 DF1048'FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH OF THE
 DF1048'NORTH CURB OF HANCOCK STREET AND 1 FOOT WEST OF THE WEST CURB
 DF1048'OF JEFFERSON STREET.
 DF1048'
 DF1048'REFERENCE MARK 2, STAMPED---CALVIN RICE NO 2 1976---, IS A
 DF1048'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 DF1048'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET EAST-SOUTHEAST
 DF1048'OF THE SOUTHEAST CORNER OF THE CHURCH, 22 FEET WEST OF THE
 DF1048'WEST CURB OF JEFFERSON STREET AND 18 FEET NORTH OF THE
 DF1048'NORTH CURB OF HANCOCK STREET.
 DF1048'
 DF1048'THE AZIMUTH MARK, STAMPED---CALVIN RICE 1976---, IS A STANDARD
 DF1048'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 DF1048'FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH-SOUTHEAST
 DF1048'OF THE CENTER OF HANCOCK STREET, 31 FEET WEST OF THE EAST
 DF1048'CORNER OF THE LIBRARY AND 1.3 FEET WEST OF THE CORNER OF THE
 DF1048'SIDEWALK.
 DF1048'
 DF1048'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 DF1048
 DF1048                          STATION RECOVERY (1979)
 DF1048
 DF1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF1048'IN MILLEDGEVILLE.
 DF1048'0.05 MILE EAST OF THE POST OFFICE IN MILLEDGEVILLE, AT THE NORTHWEST
 DF1048'CORNER OF THE INTERSECTION OF HANCOCK AND JEFFERSON STREETS, 42 FEET
 DF1048'EAST OF THE EAST CORNER OF CHURCH, 29.5 FEET NORTHEAST OF A POWER
 DF1048'POLE, 25.5 FEET NORTH OF THE NORTH CURB OF HANCOCK STREET, AND 7 FEET
 DF1048'WEST OF THE WEST CURB OF JEFFERSON STREET.
 DF1048'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2302 ***********************************************************************
 DF2302  DESIGNATION -  CALVIN RICE AZ MK
 DF2302  PID         -  DF2302
 DF2302  STATE/COUNTY-  GA/BALDWIN
 DF2302  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF2302
 DF2302                         *CURRENT SURVEY CONTROL
 DF2302  ___________________________________________________________________
 DF2302* NAD 83(1994)-  33 04 50.54843(N)    083 13 44.51259(W)     ADJUSTED  
 DF2302* NAVD 88     -        97.7    (meters)     321.     (feet)  VERTCON   
 DF2302  ___________________________________________________________________
 DF2302  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DF2302  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF2302
 DF2302  HORZ ORDER  -  SECOND
 DF2302
 DF2302.The horizontal coordinates were established by classical geodetic methods
 DF2302.and adjusted by the National Geodetic Survey in September 1997..
 DF2302
 DF2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2302
 DF2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2302
 DF2302.The geoid height was determined by GEOID03.
 DF2302
 DF2302;                    North         East     Units Scale Factor Converg.
 DF2302;SPC GA E     -   342,053.335   100,816.705   MT  1.00002125   -0 34 47.7
 DF2302;SPC GA E     - 1,122,219.98    330,762.81   sFT  1.00002125   -0 34 47.7
 DF2302;UTM  17      - 3,662,443.976   291,941.594   MT  1.00013376   -1 13 01.5
 DF2302
 DF2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2302!SPC GA E     -   0.99998899  x   1.00002125  =   1.00001024
 DF2302!UTM  17      -   0.99998899  x   1.00013376  =   1.00012275
 DF2302
 DF2302|---------------------------------------------------------------------|
 DF2302| PID    Reference Object                     Distance      Geod. Az  |
 DF2302|                                                           dddmmss.s |
 DF2302| DF1048 CALVIN RICE                         340.865 METERS 07107     |
 DF2302| DF1050 CALVIN RICE RM 2                    336.368 METERS 07126     |
 DF2302|---------------------------------------------------------------------|
 DF2302
 DF2302                          SUPERSEDED SURVEY CONTROL
 DF2302
 DF2302  NAD 83(1986)-  33 04 50.55275(N)    083 13 44.51014(W) AD(       ) 2
 DF2302  NAD 27      -  33 04 50.03114(N)    083 13 44.95737(W) AD(       ) 2
 DF2302  NGVD 29 (07/19/86)   97.9    (m)          321.     (f) VERT ANG       
 DF2302
 DF2302.Superseded values are not recommended for survey control.
 DF2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2302.See file dsdata.txt to determine how the superseded data were derived.
 DF2302
 DF2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9194262444(NAD 83)
 DF2302_MARKER: DS = TRIANGULATION STATION DISK
 DF2302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF2302+WITH SETTING: PAVEMENT
 DF2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2302+STABILITY: SURFACE MOTION
 DF2302
 DF2302  HISTORY     - Date     Condition        Report By
 DF2302  HISTORY     - 1976     MONUMENTED       NGS
 DF2302
 DF2302                          STATION DESCRIPTION
 DF2302
 DF2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF2302'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CALVIN
 DF2302'RICE, USING ELECTRONIC DISTANCE EQUIPMENT.
 DF2302'
 DF2302'THE AZIMUTH MARK, STAMPED---CALVIN RICE 1976---, IS A STANDARD
 DF2302'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 DF2302'FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH-SOUTHEAST
 DF2302'OF THE CENTER OF HANCOCK STREET, 31 FEET WEST OF THE EAST
 DF2302'CORNER OF THE LIBRARY AND 1.3 FEET WEST OF THE CORNER OF THE
 DF2302'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1049 ***********************************************************************
 DF1049  DESIGNATION -  CALVIN RICE RM 1
 DF1049  PID         -  DF1049
 DF1049  STATE/COUNTY-  GA/BALDWIN
 DF1049  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1049
 DF1049                         *CURRENT SURVEY CONTROL
 DF1049  ___________________________________________________________________
 DF1049* NAD 83(1994)-  33 04 54.     (N)    083 13 31.     (W)     SCALED    
 DF1049* NAVD 88     -       101.451  (meters)     332.84   (feet)  ADJUSTED  
 DF1049  ___________________________________________________________________
 DF1049  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF1049  DYNAMIC HT  -         101.342 (meters)     332.49  (feet)  COMP
 DF1049  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DF1049
 DF1049  VERT ORDER  -  FIRST     CLASS II
 DF1049
 DF1049.The horizontal coordinates were scaled from a topographic map and have
 DF1049.an estimated accuracy of +/- 6 seconds.
 DF1049
 DF1049.The orthometric height was determined by differential leveling
 DF1049.and adjusted by the National Geodetic Survey in June 1991..
 DF1049
 DF1049.The geoid height was determined by GEOID03.
 DF1049
 DF1049.The dynamic height is computed by dividing the NAVD 88
 DF1049.geopotential number by the normal gravity value computed on the
 DF1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1049.degrees latitude (g = 980.6199 gals.).
 DF1049
 DF1049.The modeled gravity was interpolated from observed gravity values.
 DF1049
 DF1049;                    North         East    Units  Estimated Accuracy
 DF1049;SPC GA E     -   342,160.      101,170.      MT  (+/- 180 meters Scaled)
 DF1049
 DF1049                          SUPERSEDED SURVEY CONTROL
 DF1049
 DF1049  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG       
 DF1049
 DF1049.Superseded values are not recommended for survey control.
 DF1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1049.See file dsdata.txt to determine how the superseded data were derived.
 DF1049
 DF1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS922625(NAD 83)
 DF1049_MARKER: DR = REFERENCE MARK DISK
 DF1049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF1049_SP_SET: SIDEWALK
 DF1049_STAMPING: CALVIN RICE NO 1 1976
 DF1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1049
 DF1049  HISTORY     - Date     Condition        Report By
 DF1049  HISTORY     - 1976     MONUMENTED       NGS
 DF1049  HISTORY     - 1979     GOOD             NGS
 DF1049
 DF1049                          STATION DESCRIPTION
 DF1049
 DF1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (EDW)
 DF1049'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 DF1049'STATION COLLEGE USING ELECTRONIC DISTANCE EQUIPMENT.
 DF1049'
 DF1049'REFERENCE MARK 1, STAMPED---CALVIN RICE NO 1 1976---, IS A
 DF1049'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 DF1049'FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET NORTH OF THE
 DF1049'NORTH CURB OF HANCOCK STREET AND 1 FOOT WEST OF THE WEST CURB
 DF1049'OF JEFFERSON STREET.
 DF1049
 DF1049                          STATION RECOVERY (1979)
 DF1049
 DF1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF1049'IN MILLEDGEVILLE.
 DF1049'0.05 MILE EAST OF THE POST OFFICE IN MILLEDGEVILLE, AT THE NORTHWEST
 DF1049'CORNER OF THE INTERSECTION OF HANCOCK AND JUFFERSON STREETS, SET IN
 DF1049'TOP OF THE SIDEWALK, 14.5 FEET SOUTHEAST OF THE STATION, 12.5 FEET
 DF1049'NORTH OF THE NORTH CURB OF HANCOCK STREET, AND 1 FOOT WEST OF THE
 DF1049'WEST CURB OF JEFFERSON STREET.
 DF1049'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1050 ***********************************************************************
 DF1050  DESIGNATION -  CALVIN RICE RM 2
 DF1050  PID         -  DF1050
 DF1050  STATE/COUNTY-  GA/BALDWIN
 DF1050  USGS QUAD   -  MILLEDGEVILLE (1984)
 DF1050
 DF1050                         *CURRENT SURVEY CONTROL
 DF1050  ___________________________________________________________________
 DF1050* NAD 83(1994)-  33 04 54.     (N)    083 13 32.     (W)     SCALED    
 DF1050* NAVD 88     -       101.776  (meters)     333.91   (feet)  ADJUSTED  
 DF1050  ___________________________________________________________________
 DF1050  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF1050  DYNAMIC HT  -         101.667 (meters)     333.55  (feet)  COMP
 DF1050  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DF1050
 DF1050  VERT ORDER  -  FIRST     CLASS II
 DF1050
 DF1050.The horizontal coordinates were scaled from a topographic map and have
 DF1050.an estimated accuracy of +/- 6 seconds.
 DF1050
 DF1050.The orthometric height was determined by differential leveling
 DF1050.and adjusted by the National Geodetic Survey in June 1991..
 DF1050
 DF1050.The geoid height was determined by GEOID03.
 DF1050
 DF1050.The dynamic height is computed by dividing the NAVD 88
 DF1050.geopotential number by the normal gravity value computed on the
 DF1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF1050.degrees latitude (g = 980.6199 gals.).
 DF1050
 DF1050.The modeled gravity was interpolated from observed gravity values.
 DF1050
 DF1050;                    North         East    Units  Estimated Accuracy
 DF1050;SPC GA E     -   342,160.      101,140.      MT  (+/- 180 meters Scaled)
 DF1050
 DF1050                          SUPERSEDED SURVEY CONTROL
 DF1050
 DF1050  NGVD 29 (07/19/86)  101.9    (m)          334.     (f) VERT ANG       
 DF1050
 DF1050.Superseded values are not recommended for survey control.
 DF1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1050.See file dsdata.txt to determine how the superseded data were derived.
 DF1050
 DF1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS922625(NAD 83)
 DF1050_MARKER: DR = REFERENCE MARK DISK
 DF1050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF1050_SP_SET: SIDEWALK
 DF1050_STAMPING: CALVIN RICE NO 2 1976
 DF1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1050
 DF1050  HISTORY     - Date     Condition        Report By
 DF1050  HISTORY     - 1976     MONUMENTED       NGS
 DF1050  HISTORY     - 1979     GOOD             NGS
 DF1050
 DF1050                          STATION DESCRIPTION
 DF1050
 DF1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (EDW)
 DF1050'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CALVIN RICE
 DF1050'AZ MK USING ELECTRONIC DISTANCE EQUIPMENT.
 DF1050'
 DF1050'REFERENCE MARK 2, STAMPED---CALVIN RICE NO 2 1976---, IS A
 DF1050'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK
 DF1050'FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET EAST-SOUTHEAST
 DF1050'OF THE SOUTHEAST CORNER OF THE CHURCH, 22 FEET WEST OF THE
 DF1050'WEST CURB OF JEFFERSON STREET AND 18 FEET NORTH OF THE
 DF1050'NORTH CURB OF HANCOCK STREET.
 DF1050
 DF1050                          STATION RECOVERY (1979)
 DF1050
 DF1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 DF1050'IN MILLEDGEVILLE.
 DF1050'0.05 MILE EAST OF POST OFFICE IN MILLEDGEVILLE, AT THE NORTHWEST
 DF1050'CORNER OF THE INTERSECTION OF HANCOCK AND JEFFERSON STREETS, SET
 DF1050'IN TOP OF SIDEWALK, 16 FEET SOUTHWEST OF STATION, 31.1 FEET EAST OF
 DF1050'THE EAST CORNER OF A CHURCH, AND 16.5 FEET NORTH OF A POWER POLE.
 DF1050'THE MARK IS ABOVE LEVEL WITH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1673 ***********************************************************************
 DF1673  DESIGNATION -  CAMAK 1976
 DF1673  PID         -  DF1673
 DF1673  STATE/COUNTY-  GA/WARREN
 DF1673  USGS QUAD   -  WARRENTON (1987)
 DF1673
 DF1673                         *CURRENT SURVEY CONTROL
 DF1673  ___________________________________________________________________
 DF1673* NAD 83(1994)-  33 27 05.44784(N)    082 39 01.96109(W)     ADJUSTED  
 DF1673* NAVD 88     -       203.9    (meters)     669.     (feet)  VERTCON   
 DF1673  ___________________________________________________________________
 DF1673  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DF1673  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF1673
 DF1673  HORZ ORDER  -  FIRST
 DF1673
 DF1673.The horizontal coordinates were established by classical geodetic methods
 DF1673.and adjusted by the National Geodetic Survey in September 1997..
 DF1673
 DF1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1673
 DF1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1673
 DF1673.The geoid height was determined by GEOID03.
 DF1673
 DF1673;                    North         East     Units Scale Factor Converg.
 DF1673;SPC GA E     -   382,777.736   155,016.054   MT  0.99992494   -0 16 00.2
 DF1673;SPC GA E     - 1,255,829.96    508,581.84   sFT  0.99992494   -0 16 00.2
 DF1673;UTM  17      - 3,702,561.775   346,594.724   MT  0.99989014   -0 54 36.0
 DF1673
 DF1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1673!SPC GA E     -   0.99997247  x   0.99992494  =   0.99989741
 DF1673!UTM  17      -   0.99997247  x   0.99989014  =   0.99986261
 DF1673
 DF1673:                Primary Azimuth Mark                     Grid Az
 DF1673:SPC GA E     -  CAMAK MUN TANK                           060 03 44.9
 DF1673:UTM  17      -  CAMAK MUN TANK                           060 42 20.7
 DF1673
 DF1673|---------------------------------------------------------------------|
 DF1673| PID    Reference Object                     Distance      Geod. Az  |
 DF1673|                                                           dddmmss.s |
 DF1673| DF1670 CAMAK MUN TANK                      443.577 METERS 0594744.7 |
 DF1673| DF1669 CAMAK COUNTY TANK                   APPROX. 0.9 KM 0653309.0 |
 DF1673| DF1672 CAMAK 1976 AZ MK PTA                388.581 METERS 07203     |
 DF1673| DF1671 CAMAK 1976 AZ MK                    400.149 METERS 0724817.3 |
 DF1673| DF1667 WARRENTON MUNICIPAL TANK            APPROX. 5.0 KM 1932309.4 |
 DF1673|---------------------------------------------------------------------|
 DF1673
 DF1673                          SUPERSEDED SURVEY CONTROL
 DF1673
 DF1673  NAD 83(1986)-  33 27 05.45315(N)    082 39 01.95888(W) AD(       ) 1
 DF1673  NAD 27      -  33 27 04.95547(N)    082 39 02.47705(W) AD(       ) 1
 DF1673  NGVD 29 (07/19/86)  204.1    (m)          670.     (f) VERT ANG       
 DF1673
 DF1673.Superseded values are not recommended for survey control.
 DF1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1673.See file dsdata.txt to determine how the superseded data were derived.
 DF1673
 DF1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4659502562(NAD 83)
 DF1673_MARKER: DS = TRIANGULATION STATION DISK
 DF1673_SETTING: 0 = UNSPECIFIED SETTING
 DF1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF1673
 DF1673  HISTORY     - Date     Condition        Report By
 DF1673  HISTORY     - 1976     MONUMENTED       NGS
 DF1673
 DF1673                          STATION DESCRIPTION
 DF1673
 DF1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF1673'THE STATION IS LOCATED IN THE TOWN OF CAMAK, ON TOP
 DF1673'OF A COAL STORAGE BUILDING, OWNED BY THE CENTRAL
 DF1673'GEORGIA RAILROAD.
 DF1673'
 DF1673'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CAMAK,
 DF1673'(THE AZIMUTH MARK IS JUST WEST OF THE DEPOT),
 DF1673'GO EAST ON STATE ROUTE 80 FOR APPROXIMATELY 3OO FEET
 DF1673'TO A STREET CROSSING.  TURN LEFT AND GO NORTH
 DF1673'ON THE PAVED STREET, (CROSSING THE RAILROAD) FOR
 DF1673'APPROXIMATELY 150 FEET TO A STREET CROSSING. TURN LEFT
 DF1673'AND GO WEST ON THE PAVED STREET FOR 0.2 MILE TO
 DF1673'A PAVED STREET ON THE RIGHT.  CONTINUE WEST ON
 DF1673'THE PAVED STREET FOR 0.05 MILE TO THE END OF THE
 DF1673'PAVEMENT.  CONTINUE WEST
 DF1673'ALONG THE RAILROAD FOR ABOUT 250 FEET TO A BUILDING
 DF1673'AND THE STATION ATOP THE BUILDING AS DESCRIBED.
 DF1673'
 DF1673'THE STATION MARK, STAMPED---CAMAK 1976---, IS A
 DF1673'STANDARD DISK, CEMENTED IN A DRILL HOLE IN THE TOP
 DF1673'OF THE CENTRAL GEORGIA RAILROAD, COAL STORAGE
 DF1673'BUILDING.  IT IS SET FLUSH WITH THE TOP OF THE
 DF1673'CONCRETE SURFACE.
 DF1673'
 DF1673'THE AZIMUTH MARK, STAMPED---CAMAK AZ MK 1976---, IS A
 DF1673'STANDARD REFERENCE MARK DISK SET IN THE
 DF1673'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT.  IT
 DF1673'IS 102.2
 DF1673'FEET NORTH-NORTHEAST OF A 30-INCH OAK TREE, 80.1 FEET
 DF1673'NORTH OF A 20-INCH OAK
 DF1673'TREE, 41 FEET NORTH-NORTHWEST OF STATE ROUTE 80,
 DF1673'59.1 FEET WEST OF THE SOUTHWEST CORNER OF THE DEPOT,
 DF1673'15.3 FEET NORTH OF A TELEPHONE POLE, 9.7 FEET WEST
 DF1673'OF A TELEPHONE POLE
 DF1673'AND 3.5 FEET WEST OF A METAL WITNESS POST.
 DF1673'
 DF1673'NO REFERENCE MARKS WERE ESTABLISHED.
 DF1673'
 DF1673'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4
 DF1673'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1671 ***********************************************************************
 DF1671  DESIGNATION -  CAMAK 1976 AZ MK
 DF1671  PID         -  DF1671
 DF1671  STATE/COUNTY-  GA/WARREN
 DF1671  USGS QUAD   -  WARRENTON (1987)
 DF1671
 DF1671                         *CURRENT SURVEY CONTROL
 DF1671  ___________________________________________________________________
 DF1671* NAD 83(1994)-  33 27 09.28722(N)    082 38 47.15953(W)     ADJUSTED  
 DF1671* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 DF1671  ___________________________________________________________________
 DF1671  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DF1671  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DF1671
 DF1671  HORZ ORDER  -  SECOND
 DF1671
 DF1671.The horizontal coordinates were established by classical geodetic methods
 DF1671.and adjusted by the National Geodetic Survey in September 1997..
 DF1671
 DF1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1671
 DF1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1671
 DF1671.The geoid height was determined by GEOID03.
 DF1671
 DF1671;                    North         East     Units Scale Factor Converg.
 DF1671;SPC GA E     -   382,894.242   155,398.835   MT  0.99992452   -0 15 52.1
 DF1671;SPC GA E     - 1,256,212.19    509,837.68   sFT  0.99992452   -0 15 52.1
 DF1671;UTM  17      - 3,702,673.971   346,978.775   MT  0.99988869   -0 54 28.0
 DF1671
 DF1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1671!SPC GA E     -   0.99997594  x   0.99992452  =   0.99990046
 DF1671!UTM  17      -   0.99997594  x   0.99988869  =   0.99986463
 DF1671
 DF1671:                Primary Azimuth Mark                     Grid Az
 DF1671:SPC GA E     -  CAMAK 1976                               253 04 17.6
 DF1671:UTM  17      -  CAMAK 1976                               253 42 53.5
 DF1671
 DF1671|---------------------------------------------------------------------|
 DF1671| PID    Reference Object                     Distance      Geod. Az  |
 DF1671|                                                           dddmmss.s |
 DF1671| DF1673 CAMAK 1976                          400.149 METERS 2524825.5 |
 DF1671| DF1672 CAMAK 1976 AZ MK PTA                 12.673 METERS 27632     |
 DF1671|---------------------------------------------------------------------|
 DF1671
 DF1671                          SUPERSEDED SURVEY CONTROL
 DF1671
 DF1671  NAD 83(1986)-  33 27 09.29253(N)    082 38 47.15731(W) AD(       ) 2
 DF1671  NAD 27      -  33 27 08.79472(N)    082 38 47.67585(W) AD(       ) 2
 DF1671  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 DF1671
 DF1671.Superseded values are not recommended for survey control.
 DF1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1671.See file dsdata.txt to determine how the superseded data were derived.
 DF1671
 DF1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4697902674(NAD 83)
 DF1671_MARKER: DS = TRIANGULATION STATION DISK
 DF1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1671+STABILITY: SURFACE MOTION
 DF1671
 DF1671  HISTORY     - Date     Condition        Report By
 DF1671  HISTORY     - 1976     MONUMENTED       NGS
 DF1671
 DF1671                          STATION DESCRIPTION
 DF1671
 DF1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF1671'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DF1671'CAMAK 1976, USING ELECTRONIC DISTANCE EQUIPMENT.
 DF1671'
 DF1671'THE AZIMUTH MARK, STAMPED---CAMAK AZ MK 1976---, IS A
 DF1671'STANDARD REFERENCE MARK DISK SET IN THE
 DF1671'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT.  IT
 DF1671'IS 102.2
 DF1671'FEET NORTH-NORTHEAST OF A 30-INCH OAK TREE, 80.1 FEET
 DF1671'NORTH OF A 20-INCH OAK
 DF1671'TREE, 41 FEET NORTH-NORTHWEST OF STATE ROUTE 80,
 DF1671'59.1 FEET WEST OF THE SOUTHWEST CORNER OF THE DEPOT,
 DF1671'15.3 FEET NORTH OF A TELEPHONE POLE, 9.7 FEET WEST
 DF1671'OF A TELEPHONE POLE
 DF1671'AND 3.5 FEET WEST OF A METAL WITNESS POST.
 DF1671'
 DF1671'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1669 ***********************************************************************
 DF1669  DESIGNATION -  CAMAK COUNTY TANK
 DF1669  PID         -  DF1669
 DF1669  STATE/COUNTY-  GA/WARREN
 DF1669  USGS QUAD   -  WARRENTON (1987)
 DF1669
 DF1669                         *CURRENT SURVEY CONTROL
 DF1669  ___________________________________________________________________
 DF1669* NAD 83(1994)-  33 27 17.80301(N)    082 38 29.53638(W)     ADJUSTED  
 DF1669* NAVD 88     -                                                        
 DF1669  ___________________________________________________________________
 DF1669  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF1669  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DF1669
 DF1669  HORZ ORDER  -  THIRD
 DF1669
 DF1669.The horizontal coordinates were established by classical geodetic methods
 DF1669.and adjusted by the National Geodetic Survey in September 1997..
 DF1669
 DF1669
 DF1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1669
 DF1669.The geoid height was determined by GEOID03.
 DF1669
 DF1669;                    North         East     Units Scale Factor Converg.
 DF1669;SPC GA E     -   383,154.493   155,855.128   MT  0.99992402   -0 15 42.5
 DF1669;SPC GA E     - 1,257,066.03    511,334.70   sFT  0.99992402   -0 15 42.5
 DF1669;UTM  17      - 3,702,929.073   347,437.945   MT  0.99988696   -0 54 18.4
 DF1669
 DF1669                          SUPERSEDED SURVEY CONTROL
 DF1669
 DF1669  NAD 83(1986)-  33 27 17.80848(N)    082 38 29.53362(W) AD(       ) 4
 DF1669  NAD 27      -  33 27 17.30980(N)    082 38 30.05588(W) AD(       ) 3
 DF1669
 DF1669.Superseded values are not recommended for survey control.
 DF1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1669.See file dsdata.txt to determine how the superseded data were derived.
 DF1669
 DF1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4743802929(NAD 83)
 DF1669_MARKER: 53 = ELEVATED TANK
 DF1669
 DF1669  HISTORY     - Date     Condition        Report By
 DF1669  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF1669
 DF1669                          STATION DESCRIPTION
 DF1669
 DF1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF1669'THE STATION IS THE APEX OF CUPOLA TOP CENTER OF THE CAMAK WARREN
 DF1669'COUNTY WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 DF1669'TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SIX TUBULAR LEGS.  IT
 DF1669'IS WHITE IN COLOR AND APPROXIMATELY 155 FEET HIGH.
 DF1669'
 DF1669'LOCATED ABOUT 0.25 MILE NORTHEAST OF THE CENTER OF CAMAK, 0.1
 DF1669'MILE SOUTHEAST OF STATE HIGHWAY 80, AND 75 FEET NORTHEAST OF THE
 DF1669'CENTERLINE OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1670 ***********************************************************************
 DF1670  DESIGNATION -  CAMAK MUN TANK
 DF1670  PID         -  DF1670
 DF1670  STATE/COUNTY-  GA/WARREN
 DF1670  USGS QUAD   -  WARRENTON (1987)
 DF1670
 DF1670                         *CURRENT SURVEY CONTROL
 DF1670  ___________________________________________________________________
 DF1670* NAD 83(1994)-  33 27 12.69081(N)    082 38 47.11707(W)     ADJUSTED  
 DF1670* NAVD 88     -                                                        
 DF1670  ___________________________________________________________________
 DF1670  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF1670  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DF1670
 DF1670  HORZ ORDER  -  THIRD
 DF1670
 DF1670.The horizontal coordinates were established by classical geodetic methods
 DF1670.and adjusted by the National Geodetic Survey in September 1997..
 DF1670
 DF1670
 DF1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1670
 DF1670.The geoid height was determined by GEOID03.
 DF1670
 DF1670;                    North         East     Units Scale Factor Converg.
 DF1670;SPC GA E     -   382,999.089   155,400.416   MT  0.99992452   -0 15 52.1
 DF1670;SPC GA E     - 1,256,556.18    509,842.86   sFT  0.99992452   -0 15 52.1
 DF1670;UTM  17      - 3,702,778.790   346,981.533   MT  0.99988868   -0 54 28.0
 DF1670
 DF1670                          SUPERSEDED SURVEY CONTROL
 DF1670
 DF1670  NAD 83(1986)-  33 27 12.69619(N)    082 38 47.11460(W) AD(       ) 4
 DF1670  NAD 27      -  33 27 12.19790(N)    082 38 47.63581(W) AD(       ) 3
 DF1670
 DF1670.Superseded values are not recommended for survey control.
 DF1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1670.See file dsdata.txt to determine how the superseded data were derived.
 DF1670
 DF1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT4698202779(NAD 83)
 DF1670_MARKER: 53 = ELEVATED TANK
 DF1670
 DF1670  HISTORY     - Date     Condition        Report By
 DF1670  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF1670
 DF1670                          STATION DESCRIPTION
 DF1670
 DF1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF1670'THE STATION IS THE BALL TOP CENTER OF THE CAMAK MUNICIPAL WATER
 DF1670'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP AND
 DF1670'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR STEEL TRUSS-WORK LEGS.  IT
 DF1670'IS SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 DF1670'
 DF1670'LOCATED ONE BLOCK NORTHWEST OF THE CENTER OF CAMAK, 100 FEET
 DF1670'SOUTHEAST OF THE CENTERLINE OF A PAVED STREET, AND 40 FEET
 DF1670'SOUTHWEST OF THE CENTERLINE OF A PAVED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2277 ***********************************************************************
 BC2277  DESIGNATION -  CAMDEN
 BC2277  PID         -  BC2277
 BC2277  STATE/COUNTY-  GA/CAMDEN
 BC2277  USGS QUAD   -  HARRIETTS BLUFF (1994)
 BC2277
 BC2277                         *CURRENT SURVEY CONTROL
 BC2277  ___________________________________________________________________
 BC2277* NAD 83(1994)-  30 45 31.23731(N)    081 30 26.96875(W)     ADJUSTED  
 BC2277* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2277  ___________________________________________________________________
 BC2277  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BC2277  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2277
 BC2277  HORZ ORDER  -  THIRD
 BC2277
 BC2277.The horizontal coordinates were established by classical geodetic methods
 BC2277.and adjusted by the National Geodetic Survey in September 1997..
 BC2277
 BC2277.The orthometric height was scaled from a topographic map.
 BC2277
 BC2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2277
 BC2277.The geoid height was determined by GEOID03.
 BC2277
 BC2277;                    North         East     Units Scale Factor Converg.
 BC2277;SPC GA E     -    84,283.325   263,106.390   MT  0.99994911   +0 20 13.7
 BC2277;SPC GA E     -   276,519.54    863,208.21   sFT  0.99994911   +0 20 13.7
 BC2277;SPC FL E     -   712,078.774   151,413.344   MT  0.99997029   -0 15 34.4
 BC2277;SPC FL E     - 2,336,211.78    496,761.95   sFT  0.99997029   -0 15 34.4
 BC2277;UTM  17      - 3,402,967.797   451,429.922   MT  0.99962910   -0 15 34.4
 BC2277
 BC2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2277!SPC GA E     -   1.00000453  x   0.99994911  =   0.99995364
 BC2277!SPC FL E     -   1.00000453  x   0.99997029  =   0.99997482
 BC2277!UTM  17      -   1.00000453  x   0.99962910  =   0.99963363
 BC2277
 BC2277                          SUPERSEDED SURVEY CONTROL
 BC2277
 BC2277  NAD 83(1994)-  30 45 31.24277(N)    081 30 26.96681(W) AD(       ) 3
 BC2277  NAD 83(1986)-  30 45 31.24741(N)    081 30 26.97392(W) AD(       ) 3
 BC2277  NAD 27      -  30 45 30.39600(N)    081 30 27.63400(W) AD(       ) 3
 BC2277
 BC2277.Superseded values are not recommended for survey control.
 BC2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2277.See file dsdata.txt to determine how the superseded data were derived.
 BC2277
 BC2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5143002968(NAD 83)
 BC2277_MARKER: Z = SEE DESCRIPTION
 BC2277_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BC2277_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2277
 BC2277  HISTORY     - Date     Condition        Report By
 BC2277  HISTORY     - 1860     MONUMENTED       CGS
 BC2277  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BC2277  HISTORY     - 1934     MARK NOT FOUND   CGS
 BC2277
 BC2277                          STATION DESCRIPTION
 BC2277
 BC2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (FPW)
 BC2277'ON THE MAINLAND ABOUT 2-1/2 MI. N OF POINT PETER AND 13 M. W OF THE W
 BC2277'BANK OF ST. PETERS CREEK AT THE BOAT LANDING OF F.L. DUBOSE WHICH
 BC2277'IS AT A DECIDED BEND IN THE CREEK.  THERE IS A SHORT PIECE OF
 BC2277'CORDUROY ROAD WITH SHELLS ON IT LEADING UP FROM THE LANDING.  THE
 BC2277'STATION WAS MARKED ORIGINALLY BY (A PINE POST
 BC2277'DRIVEN SEVERAL FEET INTO THE GROUND OR MARSH AND SURROUNDED BY FOUR
 BC2277'SMALLER STUBS, EACH 3 FT DISTANT, IN THE FORM OF A SQUARE, THE
 BC2277'DIAGONALS OF WHICH INTERSECT AT THE STATION.), EXCEPT THAT THE
 BC2277'CENTER POST WAS DRIVEN THROUGH A TRUNCATED CONE OF CAST IRON 2 FT
 BC2277'BELOW THE GROUND.  IN 1905 A PIECE OF TILE A FOOT LONG WAS FITTED
 BC2277'OVER THE UPPER END OF THE CENTER POST AND CONCRETE AND SHELLS WERE
 BC2277'PLACED ON TOP OF THE CONE AND IN AND AROUND THE TILE.  A REFERENCE
 BC2277'MARK, CONSISTING OF A TILE FILLED WITH SHELLS PROJECTING 6 IN ABOVE
 BC2277'THE GROUND, IS 6.1 M.  (20 FT) FROM THE STATION N 72 DEG 08 MIN W
 BC2277'DUBOSES HOUSE IS ABOUT 500M. FROM THE STATION
 BC2277'S 69 DEG 05 MIN W.  THE THREE INSTRUMENTS STUBS WERE LEFT IN POSITION.
 BC2277
 BC2277                          STATION RECOVERY (1933)
 BC2277
 BC2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2277'RECOVERED AS DESCRIBED EXCEPT THE BOAT LANDING AND ROAD IS NO LONGER
 BC2277'THERE.  THE OLD PILING FOR THE LANDING ARE STILL STANDING.
 BC2277'REFERENCE MARK TILE HAS BEEN DESTROYED.  SEE ALSO DESCRIPTION FOR
 BC2277'CAMDEN 2 FOR DISTANCE AND DIRECTION FROM CAMDEN 2.
 BC2277
 BC2277                          STATION RECOVERY (1934)
 BC2277
 BC2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2277'STATION COULD NOT BE LOCATED.  RODMAN WAS PUT ON THE SPOT BY STADIA
 BC2277'DISTANCE FROM CAMDEN 2 AS DESCRIBED IN DESCRIPTION OF CAMDEN 2, BUT
 BC2277'NO TRACE OF STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2278 ***********************************************************************
 BC2278  DESIGNATION -  CAMDEN 2
 BC2278  PID         -  BC2278
 BC2278  STATE/COUNTY-  GA/CAMDEN
 BC2278  USGS QUAD   -  HARRIETTS BLUFF (1994)
 BC2278
 BC2278                         *CURRENT SURVEY CONTROL
 BC2278  ___________________________________________________________________
 BC2278* NAD 83(1994)-  30 45 28.20511(N)    081 30 26.37334(W)     ADJUSTED  
 BC2278* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BC2278  ___________________________________________________________________
 BC2278  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BC2278  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2278
 BC2278  HORZ ORDER  -  THIRD
 BC2278
 BC2278.The horizontal coordinates were established by classical geodetic methods
 BC2278.and adjusted by the National Geodetic Survey in September 1997..
 BC2278
 BC2278.The orthometric height was scaled from a topographic map.
 BC2278
 BC2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2278
 BC2278.The geoid height was determined by GEOID03.
 BC2278
 BC2278;                    North         East     Units Scale Factor Converg.
 BC2278;SPC GA E     -    84,190.045   263,122.774   MT  0.99994914   +0 20 13.9
 BC2278;SPC GA E     -   276,213.51    863,261.97   sFT  0.99994914   +0 20 13.9
 BC2278;SPC FL E     -   711,985.327   151,428.756   MT  0.99997027   -0 15 34.0
 BC2278;SPC FL E     - 2,335,905.19    496,812.51   sFT  0.99997027   -0 15 34.0
 BC2278;UTM  17      - 3,402,874.382   451,445.328   MT  0.99962908   -0 15 34.0
 BC2278
 BC2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2278!SPC GA E     -   1.00000453  x   0.99994914  =   0.99995367
 BC2278!SPC FL E     -   1.00000453  x   0.99997027  =   0.99997480
 BC2278!UTM  17      -   1.00000453  x   0.99962908  =   0.99963361
 BC2278
 BC2278:                Primary Azimuth Mark                     Grid Az
 BC2278:SPC GA E     -  GREYFIELD TANK                           057 28 18.0
 BC2278:SPC FL E     -  GREYFIELD TANK                           058 04 05.9
 BC2278:UTM  17      -  GREYFIELD TANK                           058 04 05.9
 BC2278
 BC2278|---------------------------------------------------------------------|
 BC2278| PID    Reference Object                     Distance      Geod. Az  |
 BC2278|                                                           dddmmss.s |
 BC2278| BC1813 GREYFIELD TANK                      APPROX. 4.4 KM 0574831.9 |
 BC2278| BC1768 DUNGENESS HOUSE CUPOLA              APPROX. 3.6 KM 1063204.8 |
 BC2278| BC1816 CUMBERLAND SOUND BEACON 17          APPROX. 2.1 KM 1091212.9 |
 BC2278| BC1760 ST MARYS RIVER LIGHT 2              APPROX. 3.7 KM 1560527.9 |
 BC2278| CW4742 CAMDEN 2 RM 1                        80.543 METERS 26500     |
 BC2278| CW4743 CAMDEN 2 RM 2                       122.288 METERS 31428     |
 BC2278| CW4744 CAMDEN RM                                          34712     |
 BC2278| BC2277 CAMDEN                               94.713 METERS 35023     |
 BC2278|---------------------------------------------------------------------|
 BC2278
 BC2278                          SUPERSEDED SURVEY CONTROL
 BC2278
 BC2278  NAD 83(1994)-  30 45 28.21058(N)    081 30 26.37140(W) AD(       ) 3
 BC2278  NAD 83(1986)-  30 45 28.21523(N)    081 30 26.37853(W) AD(       ) 3
 BC2278  NAD 27      -  30 45 27.36400(N)    081 30 27.03900(W) AD(       ) 3
 BC2278
 BC2278.Superseded values are not recommended for survey control.
 BC2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2278.See file dsdata.txt to determine how the superseded data were derived.
 BC2278
 BC2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5144502874(NAD 83)
 BC2278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2278_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BC2278_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BC2278_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2278
 BC2278  HISTORY     - Date     Condition        Report By
 BC2278  HISTORY     - 1933     MONUMENTED       CGS
 BC2278  HISTORY     - 1934     GOOD             CGS
 BC2278  HISTORY     - 1978     GOOD             NOS
 BC2278
 BC2278                          STATION DESCRIPTION
 BC2278
 BC2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2278'IN MARSH W OF POINT PETER CREEK, 2 MI. N OF POINT PETER, ABOUT 1/2
 BC2278'MI. N OF A PRAWN BOAT LANDING, ABOUT 200M. E OF THE E EDGE OF A
 BC2278'CULTIVATED FIELD WHICH IS BORDERED BY A THIN ROW OF TREES, 25 M. W
 BC2278'OF THE CREEK BANK, 50 M. S OF A SHALLOW SLOUGH AND THE REMAINS OF
 BC2278'OLD LANDINGS.  R.M. 1 IS IN THE MARSH W OF STATION AND 105 M. FROM
 BC2278'THE BANK OF THE CREEK.  R.M. 2 IS ON THE S END OF A POINT OF HARD
 BC2278'GROUND AND ABOUT 90 M. FROM THE CREEK BANK.  THE STATION MAY BE
 BC2278'REACHED WITH A SMALL BOAT FROM POINT PETER CREEK OR A TRUCK CAN BE
 BC2278'DRIVEN TO STATION FROM MAINLAND.
 BC2278
 BC2278                          STATION RECOVERY (1934)
 BC2278
 BC2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2278'RECOVERED AS DESCRIBED WITH MARKS IN GOOD CONDITION.
 BC2278
 BC2278                          STATION RECOVERY (1978)
 BC2278
 BC2278'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RST)
 BC2278'THE STATION AND REFERENCE MARKS WERE RECOVERED
 BC2278'AS DESCRIBED IN GOOD CONDITION.
 BC2278'
 BC2278'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.0 METERS.
 BC2278'RECOVERED BY L.H. DAVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2197 ***********************************************************************
 BT2197  CBN         -  This is a Cooperative Base Network Control Station.
 BT2197  DESIGNATION -  CAMILLA
 BT2197  PID         -  BT2197
 BT2197  STATE/COUNTY-  GA/MITCHELL
 BT2197  USGS QUAD   -  CAMILLA (1988)
 BT2197
 BT2197                         *CURRENT SURVEY CONTROL
 BT2197  ___________________________________________________________________
 BT2197* NAD 83(1994)-  31 13 52.64323(N)    084 12 02.55786(W)     ADJUSTED  
 BT2197* NAVD 88     -        52.6    (meters)     173.     (feet)  GPS OBS   
 BT2197  ___________________________________________________________________
 BT2197  X           -     551,574.825 (meters)                     COMP
 BT2197  Y           -  -5,430,822.834 (meters)                     COMP
 BT2197  Z           -   3,287,860.548 (meters)                     COMP
 BT2197  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BT2197  ELLIP HEIGHT-          25.14  (meters)          (03/09/95) GPS OBS
 BT2197  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT2197
 BT2197  HORZ ORDER  -  B
 BT2197  ELLP ORDER  -  FIRST     CLASS I
 BT2197
 BT2197.The horizontal coordinates were established by GPS observations
 BT2197.and adjusted by the National Geodetic Survey in March 1995..
 BT2197
 BT2197.The orthometric height was determined by GPS observations and a
 BT2197.high-resolution geoid model.
 BT2197
 BT2197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2197
 BT2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2197
 BT2197.The ellipsoidal height was determined by GPS observations
 BT2197.and is referenced to NAD 83.
 BT2197
 BT2197.The geoid height was determined by GEOID03.
 BT2197
 BT2197;                    North         East     Units Scale Factor Converg.
 BT2197;SPC GA W     -   136,491.210   696,756.865   MT  0.99990013   -0 01 03.5
 BT2197;SPC GA W     -   447,804.91  2,285,943.15   sFT  0.99990013   -0 01 03.5
 BT2197;UTM  16      - 3,458,614.034   766,639.369   MT  1.00047704   +1 27 08.2
 BT2197
 BT2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2197!SPC GA W     -   0.99999605  x   0.99990013  =   0.99989618
 BT2197!UTM  16      -   0.99999605  x   1.00047704  =   1.00047309
 BT2197
 BT2197|---------------------------------------------------------------------|
 BT2197| PID    Reference Object                     Distance      Geod. Az  |
 BT2197|                                                           dddmmss.s |
 BT2197| CY8735 CAMILLA RM 1                         38.146 METERS 00212     |
 BT2197| BT1809 CAMILLA RM 3                         12.004 METERS 08818     |
 BT2197| CY8736 CAMILLA RM 2                         36.539 METERS 10304     |
 BT2197| CY8737 CAMILLA RM 4                         31.175 METERS 10356     |
 BT2197| BT1800 4H 2 GAGS 1935                       31.809 METERS 21637     |
 BT2197| CY8738 CAMILLA RM 5                                       2642136.2 |
 BT2197|---------------------------------------------------------------------|
 BT2197
 BT2197                          SUPERSEDED SURVEY CONTROL
 BT2197
 BT2197  NAD 83(1986)-  31 13 52.64962(N)    084 12 02.56301(W) AD(       ) 2
 BT2197  NAD 27      -  31 13 51.99300(N)    084 12 02.90400(W) AD(       ) 2
 BT2197  NGVD 29 (07/19/86)   54.60   (m)          179.1    (f) LEVELING    3  
 BT2197
 BT2197.Superseded values are not recommended for survey control.
 BT2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2197.See file dsdata.txt to determine how the superseded data were derived.
 BT2197
 BT2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6663958614(NAD 83)
 BT2197_MARKER: DS = TRIANGULATION STATION DISK
 BT2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2197_STAMPING: CAMILLA 1935
 BT2197_MARK LOGO: CGS   
 BT2197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2197+STABILITY: SURFACE MOTION
 BT2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2197+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 BT2197
 BT2197  HISTORY     - Date     Condition        Report By
 BT2197  HISTORY     - 1935     MONUMENTED       CGS
 BT2197  HISTORY     - 1955     MARK NOT FOUND   USGS
 BT2197  HISTORY     - 1971     MARK NOT FOUND   USGS
 BT2197  HISTORY     - 1973     GOOD             NGS
 BT2197  HISTORY     - 1988     GOOD             USPSQD
 BT2197  HISTORY     - 19940113 GOOD             GADT
 BT2197  HISTORY     - 20050209 GOOD             GAPC
 BT2197
 BT2197                          STATION DESCRIPTION
 BT2197
 BT2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BT2197'AT CAMILLA, ON RIGHT OF WAY OF ATLANTIC COAST LINE RAILROAD,
 BT2197'94.9 FEET EAST OF SOUTHEAST CORNER OF RAILROAD STATION, 50
 BT2197'FEET NORTH OF CENTER LINE OF U.S. HIGHWAY 19, 36.9 FEET EAST
 BT2197'OF EAST RAIL OF EAST TRACK, AND 31.9 FEET NORTHEAST OF
 BT2197'CENTER OF 30-INCH WATER OAK TREE.  SURFACE AND UNDERGROUND
 BT2197'MARKS ARE STANDARD DISKS IN CONCRETE.  UPPER
 BT2197'MARK PROJECTS 6 INCHES.  REFERENCE MARKS ARE STANDARD DISKS
 BT2197'IN CONCRETE.  REFERENCE MARK NO. 1 PROJECTS 4
 BT2197'INCHES, IS 15 YARDS EAST OF EAST RAIL OF EAST TRACK, AND
 BT2197'125.15 FEET NORTH OF STATION N 02 DEG 12 MIN E.  NO. 2
 BT2197'IS 8 YARDS NORTH OF CENTER LINE OF HIGHWAY, 4 YARDS
 BT2197'EAST OF CENTER LINE OF LANE, 1 FOOT WEST OF SOUTHWEST
 BT2197'CORNER FENCE POST, AND 119.88 FEET EAST OF STATION
 BT2197'S 76 DEG 56 MIN E.  U.S.C. AND G.S. B.M. R-76
 BT2197'(1934) (AZIMUTH MARK) IS A STANDARD DISK SET IN CENTER
 BT2197'OF 6-INCH SQUARE LIMESTONE POST, PROJECTS 3 INCHES, ON
 BT2197'RIGHT-OF-WAY OF RAILROAD, AT NORTHEAST ANGLE FORMED BY
 BT2197'INTERSECTION OF TRACKS, 21 YARDS WEST OF STOP SIGN, 3-1/2
 BT2197'YARDS EAST OF NORTH-SOUTH TRACK, 3 YARDS NORTH OF
 BT2197'EAST-WEST TRACK, 2 YARDS NORTHEAST OF STOP SIGNAL, AND
 BT2197'0.25 MILE NORTH OF STATION N 02 DEG 11 MIN W.
 BT2197'FOLLOWING DISTANCE AND BEARING ARE FROM
 BT2197'STATION--4H-2 (GA. GEOD. S.) 104.36 FEET SOUTHWEST OF STATION
 BT2197'S 36 DEG 37 MIN W.  (SEE DESCRIPTION THEREOF).
 BT2197
 BT2197                          STATION RECOVERY (1955)
 BT2197
 BT2197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CHA)
 BT2197'MONUMENT THAT TABLET SET IN HAS BEEN MOVED.
 BT2197
 BT2197                          STATION RECOVERY (1971)
 BT2197
 BT2197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WLC)
 BT2197'MONUMENT MOVED.
 BT2197
 BT2197                          STATION RECOVERY (1973)
 BT2197
 BT2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT2197'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 BT2197'MARKS 1 AND 2 WERE SEARCHED FOR AND COULD NOT BE FOUND.  BENCH
 BT2197'MARK R 76 THAT WAS USED AS AN AZIMUTH MARK IN 1935 WAS RECOVERED
 BT2197'AND A VERTICAL TIE WAS MADE TO REFERENCE MARK 3, THE MARK IS NO
 BT2197'LONGER VISIBLE FROM THE GROUND.  DUE TO THE PROXIMITY OF THE
 BT2197'STATION TO A RAILROAD, REFERENCE MARK 3 WAS ESTABLISHED AND
 BT2197'OCCUPIED AT THIS TIME.  A REFERENCE MARK 5 WAS ESTABLISHED AND
 BT2197'WILL SERVE AS THE AZIMUTH MARK.  A REFERENCE MARK 4 WAS
 BT2197'ESTABLISHED.
 BT2197'
 BT2197'FOR A MORE COMPLETE AND DETAILED DESCRIPTION, SEE THE CAMILLA
 BT2197'1935 RM 3 DESCRIPTION.
 BT2197'
 BT2197'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BT2197'
 BT2197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT2197'IN CAMILLA.
 BT2197
 BT2197                          STATION RECOVERY (1988)
 BT2197
 BT2197'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT2197'RECOVERED IN GOOD CONDITION.
 BT2197
 BT2197                          STATION RECOVERY (1994)
 BT2197
 BT2197'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 BT2197'THE STATION IS LOCATED ABOUT 25.5 MI (41.0 KM) NORTH OF CAIRO, 24 MI
 BT2197'(38.6 KM) SOUTH OF ALBANY AND IN THE CITY OF CAMILLA AT THE RAILROAD
 BT2197'STATION. --OWNERSHIP-- SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY. THE
 BT2197'STATION IS RECESSED 24 CM BELOW GROUND SURFACE.  LOCATED 94.9 FT (28.9
 BT2197'M) EAST FROM THE SOUTHEAST CORNER OF RAILROAD STATION, 50 FT (15.2 M)
 BT2197'NORTH FROM THE CENTERLINE OF HIGHWAYS 19 AND OR 37, 36.9 FT (11.2 M)
 BT2197'EAST FROM THE EAST RAIL OF EAST TRACK, 4.15 FT (1.26 M) EAST FROM THE
 BT2197'NORTHEAST CORNER OF A STEEL SWITCH BOX AND 1.7 FT (0.5 M) SOUTH FROM A
 BT2197'WITNESS POST.
 BT2197
 BT2197                          STATION RECOVERY (2005)
 BT2197
 BT2197'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 BT2197'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1804 ***********************************************************************
 BT1804  DESIGNATION -  CAMILLA MITCHELL CO ELEC MAST
 BT1804  PID         -  BT1804
 BT1804  STATE/COUNTY-  GA/MITCHELL
 BT1804  USGS QUAD   -  CAMILLA (1988)
 BT1804
 BT1804                         *CURRENT SURVEY CONTROL
 BT1804  ___________________________________________________________________
 BT1804* NAD 83(1994)-  31 12 49.55930(N)    084 11 54.47240(W)     ADJUSTED  
 BT1804* NAVD 88     -                                                        
 BT1804  ___________________________________________________________________
 BT1804  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BT1804  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT1804
 BT1804  HORZ ORDER  -  THIRD
 BT1804
 BT1804.The horizontal coordinates were established by classical geodetic methods
 BT1804.and adjusted by the National Geodetic Survey in September 1997..
 BT1804
 BT1804
 BT1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1804
 BT1804.The geoid height was determined by GEOID03.
 BT1804
 BT1804;                    North         East     Units Scale Factor Converg.
 BT1804;SPC GA W     -   134,548.473   696,970.264   MT  0.99990011   -0 00 59.3
 BT1804;SPC GA W     -   441,431.12  2,286,643.27   sFT  0.99990011   -0 00 59.3
 BT1804;UTM  16      - 3,456,676.289   766,902.673   MT  1.00047878   +1 27 09.7
 BT1804
 BT1804                          SUPERSEDED SURVEY CONTROL
 BT1804
 BT1804  NAD 83(1986)-  31 12 49.56571(N)    084 11 54.47759(W) AD(       ) 4
 BT1804  NAD 27      -  31 12 48.90858(N)    084 11 54.81939(W) AD(       ) 3
 BT1804
 BT1804.Superseded values are not recommended for survey control.
 BT1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1804.See file dsdata.txt to determine how the superseded data were derived.
 BT1804
 BT1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6690356676(NAD 83)
 BT1804_MARKER: 42 = RADIO/TV MAST
 BT1804
 BT1804  HISTORY     - Date     Condition        Report By
 BT1804  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1804  HISTORY     - 1988     GOOD             USPSQD
 BT1804
 BT1804                          STATION DESCRIPTION
 BT1804
 BT1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1804'THE STATION IS THE LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 BT1804'STEEL, GUYED MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE AND IS
 BT1804'200 FEET HIGH.  THE MAST IS OWNED BY THE MITCHELL COUNTY ELECTRIC
 BT1804'MEMBERSHIP CORPORATION COMPANY.
 BT1804'
 BT1804'STATION IS LOCATED 1.4 MILES SOUTH ALONG HARNEY STREET FROM THE
 BT1804'CENTER OF CAMILLA, 0.1 MILE NORTH OF THE JUNCTION OF HARNEY STREET
 BT1804'AND A PAVED ROAD LEADING NORTH AND 140 FEET EAST OF THE CENTER OF
 BT1804'THE PAVED ROAD.  THE COMPLETE NAME OF THE STATION IS CAMILLA
 BT1804'MITCHELL ELECTRIC MEMBERSHIP CORPORATION COMPANY RADIO MAST KID
 BT1804'632.
 BT1804
 BT1804                          STATION RECOVERY (1988)
 BT1804
 BT1804'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1811 ***********************************************************************
 BT1811  DESIGNATION -  CAMILLA MUN TANK NO 2
 BT1811  PID         -  BT1811
 BT1811  STATE/COUNTY-  GA/MITCHELL
 BT1811  USGS QUAD   -  CAMILLA (1988)
 BT1811
 BT1811                         *CURRENT SURVEY CONTROL
 BT1811  ___________________________________________________________________
 BT1811* NAD 83(1994)-  31 13 08.03187(N)    084 12 12.29931(W)     ADJUSTED  
 BT1811* NAVD 88     -                                                        
 BT1811  ___________________________________________________________________
 BT1811  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BT1811  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT1811
 BT1811  HORZ ORDER  -  THIRD
 BT1811
 BT1811.The horizontal coordinates were established by classical geodetic methods
 BT1811.and adjusted by the National Geodetic Survey in September 1997..
 BT1811
 BT1811
 BT1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1811
 BT1811.The geoid height was determined by GEOID03.
 BT1811
 BT1811;                    North         East     Units Scale Factor Converg.
 BT1811;SPC GA W     -   135,117.482   696,498.630   MT  0.99990015   -0 01 08.6
 BT1811;SPC GA W     -   443,297.94  2,285,095.92   sFT  0.99990015   -0 01 08.6
 BT1811;UTM  16      - 3,457,233.340   766,416.323   MT  1.00047557   +1 27 01.3
 BT1811
 BT1811                          SUPERSEDED SURVEY CONTROL
 BT1811
 BT1811  NAD 83(1986)-  31 13 08.03821(N)    084 12 12.30452(W) AD(       ) 4
 BT1811  NAD 27      -  31 13 07.38080(N)    084 12 12.64570(W) AD(       ) 3
 BT1811
 BT1811.Superseded values are not recommended for survey control.
 BT1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1811.See file dsdata.txt to determine how the superseded data were derived.
 BT1811
 BT1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6641657233(NAD 83)
 BT1811_MARKER: 53 = ELEVATED TANK
 BT1811
 BT1811  HISTORY     - Date     Condition        Report By
 BT1811  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1811  HISTORY     - 1988     GOOD             USPSQD
 BT1811
 BT1811                          STATION DESCRIPTION
 BT1811
 BT1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1811'THE STATION IS THE VENT AT THE TOP AND CENTER OF A WATER TANK THAT
 BT1811'HAS CYLINDRICAL SIDES AND A DOME SHAPED TOP AND BOTTOM.  IT IS
 BT1811'SUPPORTED BY SIX TUBULAR STEEL LEGS AND IS APPROXIMATELY 125 FEET
 BT1811'HIGH.  THE TANK IS GREEN IN COLOR AND IS OWNED BY THE CITY OF
 BT1811'CAMILLA.
 BT1811'
 BT1811'STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CENTER OF CAMILLA,
 BT1811'0.15 MILE EAST OF HARNEY STREET, 160 YARDS NORTH OF WILLIFORD STREET
 BT1811'AND 42 FEET WEST OF THE CENTER OF A SAND ROAD.  THE COMPLETE NAME
 BT1811'OF THE STATION IS CAMILLA NUMBER 2 MUNICIPAL WATER TANK.
 BT1811
 BT1811                          STATION RECOVERY (1988)
 BT1811
 BT1811'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1812 ***********************************************************************
 BT1812  DESIGNATION -  CAMILLA MUN TANK NO 3
 BT1812  PID         -  BT1812
 BT1812  STATE/COUNTY-  GA/MITCHELL
 BT1812  USGS QUAD   -  CAMILLA (1988)
 BT1812
 BT1812                         *CURRENT SURVEY CONTROL
 BT1812  ___________________________________________________________________
 BT1812* NAD 83(1994)-  31 14 04.60185(N)    084 12 17.17025(W)     ADJUSTED  
 BT1812* NAVD 88     -                                                        
 BT1812  ___________________________________________________________________
 BT1812  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BT1812  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1812
 BT1812  HORZ ORDER  -  THIRD
 BT1812
 BT1812.The horizontal coordinates were established by classical geodetic methods
 BT1812.and adjusted by the National Geodetic Survey in September 1997..
 BT1812
 BT1812
 BT1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1812
 BT1812.The geoid height was determined by GEOID03.
 BT1812
 BT1812;                    North         East     Units Scale Factor Converg.
 BT1812;SPC GA W     -   136,859.603   696,370.318   MT  0.99990016   -0 01 11.1
 BT1812;SPC GA W     -   449,013.55  2,284,674.95   sFT  0.99990016   -0 01 11.1
 BT1812;UTM  16      - 3,458,972.596   766,243.271   MT  1.00047443   +1 27 01.1
 BT1812
 BT1812                          SUPERSEDED SURVEY CONTROL
 BT1812
 BT1812  NAD 83(1986)-  31 14 04.60826(N)    084 12 17.17548(W) AD(       ) 4
 BT1812  NAD 27      -  31 14 03.95156(N)    084 12 17.51530(W) AD(       ) 3
 BT1812
 BT1812.Superseded values are not recommended for survey control.
 BT1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1812.See file dsdata.txt to determine how the superseded data were derived.
 BT1812
 BT1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6624358973(NAD 83)
 BT1812_MARKER: 53 = ELEVATED TANK
 BT1812
 BT1812  HISTORY     - Date     Condition        Report By
 BT1812  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1812  HISTORY     - 1988     GOOD             USPSQD
 BT1812
 BT1812                          STATION DESCRIPTION
 BT1812
 BT1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1812'THE STATION IS THE BALL AT THE TOP AND CENTER OF A WATER TANK THAT
 BT1812'HAS A CONICAL TOP, CYLINDRICAL SIDES AND A HEMISPHERICAL
 BT1812'BOTTOM.  IT IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS 115
 BT1812'FEET HIGH.  THE TANK IS GREEN IN COLOR AND IS OWNED BY THE CITY
 BT1812'OF CAMILLA.
 BT1812'
 BT1812'STATION IS LOCATED IN THE NORTHEAST SECTION OF CAMILLA, 0.3 MILE
 BT1812'WEST OF U.S. HIGHWAY 19, 0.15 MILE NORTH OF E OAKLAND STREET AND
 BT1812'54 FEET EAST OF THE CENTER OF ELLIS STREET.  THE COMPLETE NAME OF
 BT1812'THE STATION IS CAMILLA NUMBER 3 MUNICIPAL WATER TANK.
 BT1812
 BT1812                          STATION RECOVERY (1988)
 BT1812
 BT1812'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1813 ***********************************************************************
 BT1813  DESIGNATION -  CAMILLA MUN TANK NO 1
 BT1813  PID         -  BT1813
 BT1813  STATE/COUNTY-  GA/MITCHELL
 BT1813  USGS QUAD   -  CAMILLA (1988)
 BT1813
 BT1813                         *CURRENT SURVEY CONTROL
 BT1813  ___________________________________________________________________
 BT1813* NAD 83(1994)-  31 14 02.26687(N)    084 13 20.72888(W)     ADJUSTED  
 BT1813* NAVD 88     -                                                        
 BT1813  ___________________________________________________________________
 BT1813  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BT1813  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1813
 BT1813  HORZ ORDER  -  THIRD
 BT1813
 BT1813.The horizontal coordinates were established by classical geodetic methods
 BT1813.and adjusted by the National Geodetic Survey in September 1997..
 BT1813
 BT1813
 BT1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1813
 BT1813.The geoid height was determined by GEOID03.
 BT1813
 BT1813;                    North         East     Units Scale Factor Converg.
 BT1813;SPC GA W     -   136,788.411   694,688.448   MT  0.99990035   -0 01 44.1
 BT1813;SPC GA W     -   448,779.98  2,279,157.02   sFT  0.99990035   -0 01 44.1
 BT1813;UTM  16      - 3,458,858.216   764,562.825   MT  1.00046343   +1 26 28.0
 BT1813
 BT1813                          SUPERSEDED SURVEY CONTROL
 BT1813
 BT1813  NAD 83(1986)-  31 14 02.27328(N)    084 13 20.73428(W) AD(       ) 4
 BT1813  NAD 27      -  31 14 01.61748(N)    084 13 21.07063(W) AD(       ) 3
 BT1813
 BT1813.Superseded values are not recommended for survey control.
 BT1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1813.See file dsdata.txt to determine how the superseded data were derived.
 BT1813
 BT1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6456358858(NAD 83)
 BT1813_MARKER: 53 = ELEVATED TANK
 BT1813
 BT1813  HISTORY     - Date     Condition        Report By
 BT1813  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1813  HISTORY     - 1988     GOOD             USPSQD
 BT1813
 BT1813                          STATION DESCRIPTION
 BT1813
 BT1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1813'THE STATION IS THE VENT AT THE TOP AND CENTER OF A WATER TANK THAT
 BT1813'HAS CYLINDRICAL SIDES AND A DOME SHAPED TOP AND BOTTOM.  IT IS
 BT1813'SUPPORTED BY SIX TUBULAR STEEL LEGS AND IS APPROXIMATELY 135 FEET
 BT1813'HIGH.  THE TANK IS GREEN IN COLOR AND IS OWNED BY THE CITY OF
 BT1813'CAMILLA.
 BT1813'
 BT1813'STATION IS LOCATED IN THE WEST EDGE OF CAMILLA, 0.15 MILE
 BT1813'SOUTH-SOUTHWEST OF STATE HIGHWAY 37, 350 FEET SOUTH OF BAGGS
 BT1813'FERRY ROAD AND 85 FEET EAST OF THE CENTER OF CHILI STREET SW.  THE
 BT1813'COMPLETE NAME OF THE STATION IS CAMILLA NUMBER 1 MUNICIPAL
 BT1813'WATER TANK.
 BT1813
 BT1813                          STATION RECOVERY (1988)
 BT1813
 BT1813'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1810 ***********************************************************************
 BT1810  DESIGNATION -  CAMILLA RAD STA WCLB MAST
 BT1810  PID         -  BT1810
 BT1810  STATE/COUNTY-  GA/MITCHELL
 BT1810  USGS QUAD   -  CAMILLA (1988)
 BT1810
 BT1810                         *CURRENT SURVEY CONTROL
 BT1810  ___________________________________________________________________
 BT1810* NAD 83(1994)-  31 12 09.17510(N)    084 11 42.29115(W)     ADJUSTED  
 BT1810* NAVD 88     -                                                        
 BT1810  ___________________________________________________________________
 BT1810  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BT1810  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BT1810
 BT1810  HORZ ORDER  -  THIRD
 BT1810
 BT1810.The horizontal coordinates were established by classical geodetic methods
 BT1810.and adjusted by the National Geodetic Survey in September 1997..
 BT1810
 BT1810
 BT1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1810
 BT1810.The geoid height was determined by GEOID03.
 BT1810
 BT1810;                    North         East     Units Scale Factor Converg.
 BT1810;SPC GA W     -   133,304.754   697,292.345   MT  0.99990009   -0 00 53.0
 BT1810;SPC GA W     -   437,350.68  2,287,699.97   sFT  0.99990009   -0 00 53.0
 BT1810;UTM  16      - 3,455,440.520   767,256.737   MT  1.00048111   +1 27 14.4
 BT1810
 BT1810                          SUPERSEDED SURVEY CONTROL
 BT1810
 BT1810  NAD 83(1986)-  31 12 09.18153(N)    084 11 42.29637(W) AD(       ) 4
 BT1810  NAD 27      -  31 12 08.52327(N)    084 11 42.63975(W) AD(       ) 3
 BT1810
 BT1810.Superseded values are not recommended for survey control.
 BT1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1810.See file dsdata.txt to determine how the superseded data were derived.
 BT1810
 BT1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6725755441(NAD 83)
 BT1810_MARKER: 42 = RADIO/TV MAST
 BT1810
 BT1810  HISTORY     - Date     Condition        Report By
 BT1810  HISTORY     - 1972     FIRST OBSERVED   NGS
 BT1810  HISTORY     - 1988     GOOD             USPSQD
 BT1810
 BT1810                          STATION DESCRIPTION
 BT1810
 BT1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 BT1810'THE STATION IS THE LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 BT1810'STEEL, GUYED MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE
 BT1810'AND IS 212 FEET HIGH.  THE MAST IS OWNED BY THE CHAPEL
 BT1810'BROADCASTING COMPANY INCORPORATED.
 BT1810'
 BT1810'STATION IS LOCATED 2.4 MILES SOUTH ALONG HARNEY STREET FROM
 BT1810'THE CENTER OF CAMILLA, 81 YARDS EAST OF THE CENTER OF HARNEY STREET
 BT1810'AND 30 FEET SOUTH OF THE SOUTHWEST CORNER OF STUDIO BUILDING.  THE
 BT1810'COMPLETE NAME OF THE STATION IS CAMILLA RADIO STATION MAST WCLB.
 BT1810
 BT1810                          STATION RECOVERY (1988)
 BT1810
 BT1810'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 BT1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1809 ***********************************************************************
 BT1809  DESIGNATION -  CAMILLA RM 3
 BT1809  PID         -  BT1809
 BT1809  STATE/COUNTY-  GA/MITCHELL
 BT1809  USGS QUAD   -  CAMILLA (1988)
 BT1809
 BT1809                         *CURRENT SURVEY CONTROL
 BT1809  ___________________________________________________________________
 BT1809* NAD 83(1994)-  31 13 52.65474(N)    084 12 02.10447(W)     ADJUSTED  
 BT1809* NAVD 88     -        54.5    (meters)     179.     (feet)  VERTCON   
 BT1809  ___________________________________________________________________
 BT1809  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BT1809  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1809
 BT1809  HORZ ORDER  -  FIRST
 BT1809
 BT1809.The horizontal coordinates were established by classical geodetic methods
 BT1809.and adjusted by the National Geodetic Survey in September 1997..
 BT1809
 BT1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT1809
 BT1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1809
 BT1809.The geoid height was determined by GEOID03.
 BT1809
 BT1809;                    North         East     Units Scale Factor Converg.
 BT1809;SPC GA W     -   136,491.561   696,768.863   MT  0.99990013   -0 01 03.3
 BT1809;SPC GA W     -   447,806.06  2,285,982.51   sFT  0.99990013   -0 01 03.3
 BT1809;UTM  16      - 3,458,614.693   766,651.361   MT  1.00047712   +1 27 08.4
 BT1809
 BT1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1809!SPC GA W     -   0.99999575  x   0.99990013  =   0.99989588
 BT1809!UTM  16      -   0.99999575  x   1.00047712  =   1.00047287
 BT1809
 BT1809|---------------------------------------------------------------------|
 BT1809| PID    Reference Object                     Distance      Geod. Az  |
 BT1809|                                                           dddmmss.s |
 BT1809| CY8737 CAMILLA RM 4                                       11318     |
 BT1809| CY8738 CAMILLA RM 5                                       2643217.5 |
 BT1809| BT2197 CAMILLA                              12.004 METERS 26818     |
 BT1809|---------------------------------------------------------------------|
 BT1809
 BT1809                          SUPERSEDED SURVEY CONTROL
 BT1809
 BT1809  NAD 83(1986)-  31 13 52.66113(N)    084 12 02.10964(W) AD(       ) 1
 BT1809  NAD 27      -  31 13 52.00452(N)    084 12 02.45063(W) AD(       ) 1
 BT1809  NGVD 29 (07/19/86)   54.6    (m)          179.     (f) VERT ANG       
 BT1809
 BT1809.Superseded values are not recommended for survey control.
 BT1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1809.See file dsdata.txt to determine how the superseded data were derived.
 BT1809
 BT1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6665158615(NAD 83)
 BT1809_MARKER: DR = REFERENCE MARK DISK
 BT1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1809
 BT1809  HISTORY     - Date     Condition        Report By
 BT1809  HISTORY     - 1973     MONUMENTED       NGS
 BT1809
 BT1809                          STATION DESCRIPTION
 BT1809
 BT1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT1809'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 BT1809'U.S. HIGHWAY 19 AND STATE HIGHWAYS 3 AND 7 WHICH IS ABOUT 0.6
 BT1809'MILE EAST OF THE CENTER OF CAMILLA.  THE STATION IS ON PROPERTY
 BT1809'OWNED BY CLAUD PERRY, WHOSE OFFICE IS AT THE CAMILLA PEANUT
 BT1809'COMPANY PLANT.
 BT1809'
 BT1809'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED CAMILLA
 BT1809'1935 NO 3 1973.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 BT1809'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 BT1809'IS 76.3 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK, 57 FEET
 BT1809'NORTH OF THE CENTER OF STATE HIGHWAY 37, 45 FEET WEST-SOUTHWEST
 BT1809'OF THE NORTHEAST CORNER OF A RAILROAD CONTROL BOX AND 39.5 FEET
 BT1809'EAST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN
 BT1809'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND
 BT1809'SURFACE.
 BT1809'
 BT1809'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CAMILLA 1935 NO 4
 BT1809'1973, CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF A CONCRETE STORM
 BT1809'DRAIN INLET COVER, THAT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 BT1809'IT IS 123 FEET WEST OF THE CENTER OF U.S. HIGHWAY 19 AND 28 FEET
 BT1809'NORTH OF THE CENTER OF STATE HIGHWAY 37.
 BT1809'
 BT1809'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED CAMILLA 1935 NO 5
 BT1809'1973, CEMENTED IN A DRILL HOLE IN THE CURB OF THE SIDEWALK.  IT
 BT1809'IS 47.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE DESOTO
 BT1809'TRAIL LIBRARY, 27 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 37
 BT1809'AND 13 FEET EAST OF A POWER LINE POLE.
 BT1809'
 BT1809'CAMILLA 1935 IS A STANDARD DISK, STAMPED CAMILLA 1935, SET IN THE
 BT1809'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 8 INCHES BELOW
 BT1809'THE GROUND SURFACE.  IT IS 55 FEET NORTH OF THE CENTER OF STATE
 BT1809'HIGHWAY 37, 37 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 BT1809'15.7 FEET NORTH OF THE RAILROAD CONTROL BOX AND 1.7 FEET SOUTH OF
 BT1809'THE WITNESS POST.
 BT1809'
 BT1809'TO REACH REFERENCE MARK 5 FROM THE STATION, GO WEST ON STATE
 BT1809'HIGHWAY 37 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BT1809'
 BT1809'REFERENCE MARK 5 WILL SERVE AS THE AZIMUTH MARK.
 BT1809'
 BT1809'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0537 ***********************************************************************
 DG0537  DESIGNATION -  CAMP
 DG0537  PID         -  DG0537
 DG0537  STATE/COUNTY-  GA/FULTON
 DG0537  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0537
 DG0537                         *CURRENT SURVEY CONTROL
 DG0537  ___________________________________________________________________
 DG0537* NAD 83(1994)-  33 38 48.50474(N)    084 26 58.96036(W)     ADJUSTED  
 DG0537* NAVD 88     -       322.537  (meters)    1058.19   (feet)  ADJUSTED  
 DG0537  ___________________________________________________________________
 DG0537  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DG0537  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 DG0537  DYNAMIC HT  -         322.175 (meters)    1057.00  (feet)  COMP
 DG0537  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 DG0537
 DG0537  HORZ ORDER  -  SECOND
 DG0537  VERT ORDER  -  FIRST     CLASS II
 DG0537
 DG0537.The horizontal coordinates were established by classical geodetic methods
 DG0537.and adjusted by the National Geodetic Survey in September 1997..
 DG0537
 DG0537.The orthometric height was determined by differential leveling
 DG0537.and adjusted by the National Geodetic Survey in June 1991..
 DG0537
 DG0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0537
 DG0537.The geoid height was determined by GEOID03.
 DG0537
 DG0537.The dynamic height is computed by dividing the NAVD 88
 DG0537.geopotential number by the normal gravity value computed on the
 DG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0537.degrees latitude (g = 980.6199 gals.).
 DG0537
 DG0537.The modeled gravity was interpolated from observed gravity values.
 DG0537
 DG0537;                    North         East     Units Scale Factor Converg.
 DG0537;SPC GA W     -   404,367.638   673,745.848   MT  0.99990849   -0 09 24.6
 DG0537;SPC GA W     - 1,326,662.83  2,210,447.84   sFT  0.99990849   -0 09 24.6
 DG0537;UTM  16      - 3,725,913.396   736,514.272   MT  1.00028968   +1 24 49.3
 DG0537
 DG0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0537!SPC GA W     -   0.99995399  x   0.99990849  =   0.99986248
 DG0537!UTM  16      -   0.99995399  x   1.00028968  =   1.00024365
 DG0537
 DG0537:                Primary Azimuth Mark                     Grid Az
 DG0537:SPC GA W     -  FOREST PARK GA POWER TANK                112 19 20.9
 DG0537:UTM  16      -  FOREST PARK GA POWER TANK                110 45 07.0
 DG0537
 DG0537|---------------------------------------------------------------------|
 DG0537| PID    Reference Object                     Distance      Geod. Az  |
 DG0537|                                                           dddmmss.s |
 DG0537| DG2667 FOREST PARK GA POWER TANK           APPROX. 6.5 KM 1120956.3 |
 DG0537| CY9747 CAMP RM 1                            46.399 METERS 20611     |
 DG0537| CY9748 CAMP RM 2                            73.211 METERS 20611     |
 DG0537| DG0536 SW 13                               331.971 METERS 35747     |
 DG0537|---------------------------------------------------------------------|
 DG0537
 DG0537                          SUPERSEDED SURVEY CONTROL
 DG0537
 DG0537  NAD 83(1986)-  33 38 48.51664(N)    084 26 58.95825(W) AD(       ) 2
 DG0537  NAD 27      -  33 38 48.13073(N)    084 26 59.21699(W) AD(       ) 2
 DG0537  NGVD 29 (??/??/92)  322.460  (m)         1057.94   (f) ADJ UNCH    1 2
 DG0537
 DG0537.Superseded values are not recommended for survey control.
 DG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0537.See file dsdata.txt to determine how the superseded data were derived.
 DG0537
 DG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3651425913(NAD 83)
 DG0537_MARKER: DD = SURVEY DISK
 DG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0537_STAMPING: CAMP
 DG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0537+STABILITY: SURFACE MOTION
 DG0537
 DG0537  HISTORY     - Date     Condition        Report By
 DG0537  HISTORY     - 1973     MONUMENTED       MARTA
 DG0537  HISTORY     - 1973     GOOD             NGS
 DG0537
 DG0537                          STATION DESCRIPTION
 DG0537
 DG0537'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0537'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT AT AN ASPHALT
 DG0537'TURNOUT AND LOCKED GATE TO THE ATLANTA INTERNATIONAL AIRPORT ON
 DG0537'THE EAST SIDE OF HWY. 139, 250 FT SOUTH OF ROAD CROSSING A AND WP
 DG0537'RR TO W. GEORGIA ST., 18.3 FT NW OF CENTER POST OF SAID LOCKED
 DG0537'GATE, 29 FT EAST OF CENTERLINE HWY. 139, 65 FT SOUTH OF A METAL
 DG0537'POST MARKING UNDERGROUND SOUTHERN BELL CABLES, COLLEGE PARK, GA.
 DG0537
 DG0537                          STATION RECOVERY (1973)
 DG0537
 DG0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0537'AT COLLEGE PARK.
 DG0537'A STANDARD MARTA BRASS DISK AT AN ASPHALT TURNOUT AND LOCKED
 DG0537'GATE TO THE ATLANTA INTERNATIONAL AIRPORT ON THE EAST SIDE OF
 DG0537'HWY. 139.  ABOUT 0.5 MILES SOUTH FROM THE TRAIN STATION AT COLLEGE
 DG0537'PARK, 250 FEET SOUTH OF ROAD CROSSING ATLANTA AND WEST POINT
 DG0537'RAILROAD TO W. GEORGIA ST., 65 FEET SOUTH OF A METAL POST MARKING
 DG0537'UNDERGROUND SOUTHERN BELL CABLE, 29 FEET EAST OF CENTERLINE HWY.
 DG0537'139, 18.3 FEET NORTHWEST OF CENTER POST OF SAID LOCKED GATE.  THE
 DG0537'DISK IS SET ATOP A CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2573 ***********************************************************************
 BD2573  DESIGNATION -  CAMP
 BD2573  PID         -  BD2573
 BD2573  STATE/COUNTY-  GA/CHARLTON
 BD2573  USGS QUAD   -  CHESSER ISLAND (1994)
 BD2573
 BD2573                         *CURRENT SURVEY CONTROL
 BD2573  ___________________________________________________________________
 BD2573* NAD 83(1994)-  30 44 23.80282(N)    082 07 55.92640(W)     ADJUSTED  
 BD2573* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 BD2573  ___________________________________________________________________
 BD2573  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BD2573  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BD2573
 BD2573  HORZ ORDER  -  THIRD
 BD2573
 BD2573.The horizontal coordinates were established by classical geodetic methods
 BD2573.and adjusted by the National Geodetic Survey in September 1997..
 BD2573
 BD2573.The orthometric height was scaled from a topographic map.
 BD2573
 BD2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2573
 BD2573.The geoid height was determined by GEOID03.
 BD2573
 BD2573;                    North         East     Units Scale Factor Converg.
 BD2573;SPC GA E     -    82,021.677   203,300.112   MT  0.99990013   +0 01 03.4
 BD2573;SPC GA E     -   269,099.45    666,993.78   sFT  0.99990013   +0 01 03.4
 BD2573;SPC FL E     -   710,439.734    91,580.564   MT  1.00008613   -0 34 43.6
 BD2573;SPC FL E     - 2,330,834.36    300,460.57   sFT  1.00008613   -0 34 43.6
 BD2573;UTM  17      - 3,401,329.316   391,617.556   MT  0.99974490   -0 34 43.6
 BD2573
 BD2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2573!SPC GA E     -   0.99999741  x   0.99990013  =   0.99989754
 BD2573!SPC FL E     -   0.99999741  x   1.00008613  =   1.00008354
 BD2573!UTM  17      -   0.99999741  x   0.99974490  =   0.99974232
 BD2573
 BD2573|---------------------------------------------------------------------|
 BD2573| PID    Reference Object                     Distance      Geod. Az  |
 BD2573|                                                           dddmmss.s |
 BD2573| CW4747 CAMP RM 2                            21.050 METERS 08011     |
 BD2573| CW4746 CAMP RM 1                            21.700 METERS 18019     |
 BD2573| BD2585 BUGABOO                             APPROX.13.6 KM 2775710.9 |
 BD2573|---------------------------------------------------------------------|
 BD2573
 BD2573                          SUPERSEDED SURVEY CONTROL
 BD2573
 BD2573  NAD 83(1994)-  30 44 23.81556(N)    082 07 55.93498(W) AD(       ) 3
 BD2573  NAD 83(1986)-  30 44 23.81686(N)    082 07 55.93314(W) AD(       ) 3
 BD2573  NAD 27      -  30 44 22.99602(N)    082 07 56.51110(W) AD(       ) 3
 BD2573
 BD2573.Superseded values are not recommended for survey control.
 BD2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2573.See file dsdata.txt to determine how the superseded data were derived.
 BD2573
 BD2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ9161801329(NAD 83)
 BD2573_MARKER: DD = SURVEY DISK
 BD2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2573
 BD2573  HISTORY     - Date     Condition        Report By
 BD2573  HISTORY     - 1963     MONUMENTED       USGS
 BD2573
 BD2573                          STATION DESCRIPTION
 BD2573
 BD2573'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BD2573'TO REACH STATION FROM POST OFFICE IN FOLKSTON, CHARLTON COUNTY,
 BD2573'GEORGIA, PROCEED W. 0.05 MI ON WEST MAIN STREET TO INTERSECTION
 BD2573'WITH STATE HIGHWAY 23, THENCE S. 7.3 MI TO T-INTERSECTION WITH CAMP
 BD2573'CORNELIA ROAD, THENCE W. 3.6 MI TO STATION.
 BD2573'
 BD2573'STATION IS LOCATED 46.0 METERS N. OF CENTERLINE ROAD, 16.8 METERS E.
 BD2573'OF CENTERLINE FIRE BREAK, AND 54.5 METERS NE. OF CENTERLINE
 BD2573'INTERSECTION OF SAND ROAD AND FIRE BREAK.
 BD2573'
 BD2573'STATION IS MARKED BY STANDARD USGS DISK SET IN 9 BY 9-IN. CONCRETE
 BD2573'POST PROJECTING 1 INCH, STAMPED---CAMP 30 ENGR BN 1963---.
 BD2573'
 BD2573'INSTRUMENT STAND WAS 31 METERS ABOVE STATION.
 BD2573'
 BD2573'REFERENCE MARK NO. 1, SET IN CONCRETE POST, 49.0 METERS NORTH OF
 BD2573'CENTERLINE OF CAMP ROAD.
 BD2573'
 BD2573'REFERENCE MARK NO. 2, SET IN CONCRETE POST, 67.0 METERS N. OF CENTER-
 BD2573'LINE OF FIRE BREAK.
 BD2573'
 BD2573'AZIMUTH MARK, STANDARD DISK IN CONCRETE POST, LOCATED 0.1 MI E. OF
 BD2573'STATION AT CURVE IN ROAD, AND 0.3 METERS S. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1555 ***********************************************************************
 EE1555  DESIGNATION -  CAMPBELL
 EE1555  PID         -  EE1555
 EE1555  STATE/COUNTY-  GA/LUMPKIN
 EE1555  USGS QUAD   -  CAMPBELL MTN (1950)
 EE1555
 EE1555                         *CURRENT SURVEY CONTROL
 EE1555  ___________________________________________________________________
 EE1555* NAD 83(1994)-  34 34 33.99301(N)    084 05 27.41592(W)     ADJUSTED  
 EE1555* NAVD 88     -       627.4    (meters)    2058.     (feet)  VERTCON   
 EE1555  ___________________________________________________________________
 EE1555  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EE1555  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EE1555
 EE1555  HORZ ORDER  -  FIRST
 EE1555
 EE1555.The horizontal coordinates were established by classical geodetic methods
 EE1555.and adjusted by the National Geodetic Survey in September 1998..
 EE1555
 EE1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1555
 EE1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1555
 EE1555.The geoid height was determined by GEOID03.
 EE1555
 EE1555;                    North         East     Units Scale Factor Converg.
 EE1555;SPC GA W     -   507,406.313   706,946.901   MT  0.99990059   +0 02 34.7
 EE1555;SPC GA W     - 1,664,715.55  2,319,374.96   sFT  0.99990059   +0 02 34.7
 EE1555;UTM  16      - 3,829,883.344   766,858.526   MT  1.00047785   +1 39 06.7
 EE1555
 EE1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1555!SPC GA W     -   0.99990608  x   0.99990059  =   0.99980668
 EE1555!UTM  16      -   0.99990608  x   1.00047785  =   1.00038389
 EE1555
 EE1555:                Primary Azimuth Mark                     Grid Az
 EE1555:SPC GA W     -  SISTERS                                  080 14 49.8
 EE1555:UTM  16      -  SISTERS                                  078 38 17.8
 EE1555
 EE1555|---------------------------------------------------------------------|
 EE1555| PID    Reference Object                     Distance      Geod. Az  |
 EE1555|                                                           dddmmss.s |
 EE1555| ED1893 SISTERS                             APPROX.13.6 KM 0801724.5 |
 EE1555| CZ4717 CAMPBELL RM 1                        19.352 METERS 10229     |
 EE1555| ED1896 DAHLONEGA BURLINGTON TANK           APPROX.12.1 KM 1140659.3 |
 EE1555| ED1884 DAHLONEGA NORTH GEORGIA COLLEGE FIN APPROX.10.8 KM 1180935.4 |
 EE1555| CZ4718 CAMPBELL RM 2                        18.367 METERS 26221     |
 EE1555|---------------------------------------------------------------------|
 EE1555
 EE1555                          SUPERSEDED SURVEY CONTROL
 EE1555
 EE1555  NAD 83(1994)-  34 34 33.90562(N)    084 05 27.31323(W) AD(       ) 1
 EE1555  NAD 83(1986)-  34 34 34.00226(N)    084 05 27.41605(W) AD(       ) 1
 EE1555  NAD 27      -  34 34 33.67495(N)    084 05 27.73060(W) AD(       ) 1
 EE1555  NGVD 29 (07/19/86)  627.4    (m)         2058.     (f) VERT ANG       
 EE1555
 EE1555.Superseded values are not recommended for survey control.
 EE1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1555.See file dsdata.txt to determine how the superseded data were derived.
 EE1555
 EE1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6685929883(NAD 83)
 EE1555_MARKER: DS = TRIANGULATION STATION DISK
 EE1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1555
 EE1555  HISTORY     - Date     Condition        Report By
 EE1555  HISTORY     - 1975     MONUMENTED       NGS
 EE1555
 EE1555                          STATION DESCRIPTION
 EE1555
 EE1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 EE1555'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 EE1555'
 EE1555'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 EE1555'
 EE1555'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF DAWSONVILLE, 7
 EE1555'MILES NORTHWEST OF DAHLONEGA, ON THE HIGHEST POINT OF A HIGH
 EE1555'PEAK KNOWN LOCALLY AS CAMPBELL MOUNTAIN AND ON PROPERTY OF THE
 EE1555'CHATTAHOOCHEE NATIONAL FOREST.
 EE1555'
 EE1555'TO REACH THE STATION FROM THE COURTHOUSE IN DAHLONEGA, GO
 EE1555'WESTERLY ON STATE HIGHWAY 52 FOR 3.6 MILES TO A SIDE ROAD
 EE1555'RIGHT.  TURN RIGHT AND GO NORTHERLY ON A PAVED ROAD FOR 3.0
 EE1555'MILES TO A CROSSROAD.  CONTINUE AHEAD, NORTHERLY, ON THE ROAD
 EE1555'FOR 2.0 MILES TO A WOODS ROAD LEFT.  TURN LEFT AND GO WESTERLY
 EE1555'ON THE WOODS ROAD FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND GO
 EE1555'NORTHWESTERLY ON A WOODS ROAD FOR 0.2 MILE TO A SIDE ROAD
 EE1555'LEFT.  TURN LEFT AND GO WESTERLY ON THE MAIN TRAVELED WOODS
 EE1555'ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 EE1555'SOUTHERLY AND WESTERLY ON A WOODS ROAD FOR 0.5 MILE TO THE
 EE1555'HIGHEST POINT OF THE MOUNTAIN AND THE STATION ON THE RIGHT.
 EE1555'
 EE1555'THE STATION MARKS ARE STANDARD DISKS STAMPED CAMPBELL 1975.  THE
 EE1555'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1555'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EE1555'51 FEET WEST OF A METAL WITNESS POST, 20 FEET NORTH OF THE
 EE1555'CENTER OF THE ROAD AND 5 FEET EAST OF A METAL WITNESS POST.  THE
 EE1555'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 EE1555'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 EE1555'
 EE1555'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMPBELL NO 1 1975,
 EE1555'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1555'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 15.5
 EE1555'FEET SOUTH OF THE CENTER OF THE ROAD, 4 FEET SOUTHEAST OF A
 EE1555'24-INCH OAK TREE AND 3.5 FEET NORTH-NORTHEAST OF THE METAL
 EE1555'WITNESS POST.
 EE1555'
 EE1555'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMPBELL NO 2 1975,
 EE1555'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1555'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 55 FEET
 EE1555'WEST OF A METAL WITNESS POST, 13 FEET NORTH OF THE CENTER OF THE
 EE1555'ROAD AND 2.6 FEET SOUTH OF A METAL WITNESS POST.
 EE1555'
 EE1555'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2219 ***********************************************************************
 BT2219  PACS        -  This is a Primary Airport Control Station.
 BT2219  DESIGNATION -  CAMPORT
 BT2219  PID         -  BT2219
 BT2219  STATE/COUNTY-  GA/MITCHELL
 BT2219  USGS QUAD   -  CAMILLA (1988)
 BT2219
 BT2219                         *CURRENT SURVEY CONTROL
 BT2219  ___________________________________________________________________
 BT2219* NAD 83(1994)-  31 12 47.05696(N)    084 14 13.13178(W)     ADJUSTED  
 BT2219* NAVD 88     -        49.45   (meters)     162.2    (feet)  GPS OBS   
 BT2219  ___________________________________________________________________
 BT2219  X           -     548,241.657 (meters)                     COMP
 BT2219  Y           -  -5,432,210.031 (meters)                     COMP
 BT2219  Z           -   3,286,131.555 (meters)                     COMP
 BT2219  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BT2219  ELLIP HEIGHT-          22.03  (meters)          (09/21/99) GPS OBS
 BT2219  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT2219
 BT2219  HORZ ORDER  -  A
 BT2219  ELLP ORDER  -  THIRD     CLASS I
 BT2219
 BT2219.This mark is at Camilla Mitchell County Airport (CXU)
 BT2219
 BT2219.The horizontal coordinates were established by GPS observations
 BT2219.and adjusted by the National Geodetic Survey in September 1999..
 BT2219
 BT2219.The orthometric height was determined by GPS observations and a
 BT2219.high-resolution geoid model.
 BT2219
 BT2219.GPS derived orthometric heights for airport stations designated as
 BT2219.PACS or SACS are published to 2 decimal places.  This maintains
 BT2219.centimeter relative accuracy between the PACS and SACS.  It does
 BT2219.not indicate centimeter accuracy relative to other marks which are
 BT2219.part of the NAVD 88 network.
 BT2219
 BT2219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2219
 BT2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2219
 BT2219.The ellipsoidal height was determined by GPS observations
 BT2219.and is referenced to NAD 83.
 BT2219
 BT2219.The geoid height was determined by GEOID03.
 BT2219
 BT2219;                    North         East     Units Scale Factor Converg.
 BT2219;SPC GA W     -   134,473.108   693,300.324   MT  0.99990055   -0 02 11.2
 BT2219;SPC GA W     -   441,183.86  2,274,602.81   sFT  0.99990055   -0 02 11.2
 BT2219;UTM  16      - 3,456,506.761   763,233.794   MT  1.00045478   +1 25 57.7
 BT2219
 BT2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2219!SPC GA W     -   0.99999654  x   0.99990055  =   0.99989709
 BT2219!UTM  16      -   0.99999654  x   1.00045478  =   1.00045132
 BT2219
 BT2219:                Primary Azimuth Mark                     Grid Az
 BT2219:SPC GA W     -  CAMPORT AZ MK                            258 31 08.4
 BT2219:UTM  16      -  CAMPORT AZ MK                            257 02 59.5
 BT2219
 BT2219|---------------------------------------------------------------------|
 BT2219| PID    Reference Object                     Distance      Geod. Az  |
 BT2219|                                                           dddmmss.s |
 BT2219| BT2222 CAMPORT AZ MK                       APPROX. 0.6 KM 2582857.2 |
 BT2219|---------------------------------------------------------------------|
 BT2219
 BT2219                          SUPERSEDED SURVEY CONTROL
 BT2219
 BT2219  NAD 83(1994)-  31 12 47.05608(N)    084 14 13.12971(W) AD(       ) 3
 BT2219  ELLIP H (09/03/97)   21.90   (m)                       GP(       ) 4 2
 BT2219  NAD 83(1994)-  31 12 47.06159(N)    084 14 13.13311(W) AD(       ) 3
 BT2219  NAD 83(1986)-  31 12 47.06414(N)    084 14 13.13524(W) AD(       ) 3
 BT2219  NGVD 29 (09/27/88)   49.4    (m)          162.     (f) GPS OBS        
 BT2219
 BT2219.Superseded values are not recommended for survey control.
 BT2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2219.See file dsdata.txt to determine how the superseded data were derived.
 BT2219
 BT2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6323456507(NAD 83)
 BT2219_MARKER: I = METAL ROD
 BT2219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT2219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BT2219_STAMPING: CAMPORT 1987
 BT2219_MARK LOGO: NGS   
 BT2219_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2219+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1998
 BT2219
 BT2219  HISTORY     - Date     Condition        Report By
 BT2219  HISTORY     - 1987     MONUMENTED       NGS
 BT2219  HISTORY     - 19980420 GOOD             NGS
 BT2219  HISTORY     - 19980717 GOOD             NGS
 BT2219
 BT2219                          STATION DESCRIPTION
 BT2219
 BT2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BT2219'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 BT2219'SOUTHWEST OF CAMILLA, AT THE MITCHELL COUNTY AIRPORT, AT THE
 BT2219'JUNCTION OF THE SINGLE RUNWAY AND THE MAIN RAMP.
 BT2219'OWNERSHIP--CITY OF CAMILLA, C/O AIRPORT MANAGER RODNEY HAILEY,
 BT2219'CAMILLA GA 31738.  PHONE (912) 336-7091.
 BT2219'
 BT2219'TO REACH THE STATION FROM THE COURTHOUSE IN CAMILLA, GO
 BT2219'WEST FOR 0.2 KM (0.1 MI) ON STATE HIGHWAY 37 TO A CROSS STREET.
 BT2219'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON HIGHWAY 112 TO A FORK.
 BT2219'FOLLOW THE RIGHT FORK AND GO WEST FOR 2.9 KM (1.8 MI) ON STATE
 BT2219'HIGHWAY 97 TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH, THEN EAST
 BT2219'FOR 1.1 KM (0.7 MI) TO ROAD END AT AIRPORT BUILDING.
 BT2219'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON TARMAC THEN RAMP TO
 BT2219'THE RUNWAY AND STATION ON THE RIGHT.
 BT2219'
 BT2219'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM
 BT2219'BELOW GROUND, DRIVEN TO THE REQUIREMENT OF 30 CM PER MINUTE AT A
 BT2219'DEPTH OF 12.2 METERS, IN A GREASE FILLED SLEEVE EXTENDING TO A
 BT2219'DEPTH OF 1.0 METER, ENCASED IN A 14 CM PVC PIPE COVERED BY A
 BT2219'STANDARD METAL NGS LOGO CAP
 BT2219'STAMPED---CAMPORT 1987---,
 BT2219'FLUSH WITH THE GROUND.  LOCATED
 BT2219'20.1 METERS (66.0 FT) NORTH FROM THE CENTER OF THE RUNWAY,
 BT2219'14.2 METERS (46.5 FT) WEST FROM THE CENTER OF THE RAMP,
 BT2219'24.8 METERS (81.4 FT) SOUTH FROM THE SOUTH END OF A CONCRETE
 BT2219'CULVERT HEADWALL WITH A USGS MARK, AND
 BT2219'8.4 METERS (27.6 FT) NORTHEAST FROM THE BASE OF AN ILLUMINATED RAMP
 BT2219'SIGN.
 BT2219'
 BT2219'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 BT2219
 BT2219                          STATION RECOVERY (1998)
 BT2219
 BT2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BT2219'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHWEST OF CAMILLA, AT
 BT2219'THE MITCHELL COUNTY AIRPORT, NEAR THE CENTER OF THE TURN AROUND FOR
 BT2219'RUNWAY END 26, AND IN LINE WITH THE STOP LINES.  OWNERSHIP--CITY OF
 BT2219'CAMILLA, C/O AIRPORT MANAGER RANDY POOL, CAMILLA GA 31738. TO REACH
 BT2219'THE STATION FROM THE COURTHOUSE IN CAMILLA, GO WEST FOR ON STATE
 BT2219'HIGHWAY 37 FOR 0.2 KM (0.10 MI) TO A CROSS STREET.  TURN LEFT, SOUTH,
 BT2219'ON HIGHWAY 112 FOR 1.3 KM (0.80 MI) TO A FORK.  BEAR RIGHT, WEST, ON
 BT2219'STATE HIGHWAY 97 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD LEFT.  TURN
 BT2219'LEFT, SOUTH, THEN EAST, FOR 1.1 KM (0.70 MI) TO ROAD END AT AIRPORT
 BT2219'BUILDING.  TURN RIGHT, SOUTH, CROSSING THE APRON AND ALONG A TAXI FOR
 BT2219'0.2 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 BT2219'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 BT2219'CM GREASE FILLED SLEEVE 1 M (3.3 FT) LONG ENCASED IN A 12.7 CM PVC
 BT2219'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 BT2219'IT IS 20.1 M (65.9 FT) NORTH OF THE RUNWAY CENTER, 14.2 M (46.6 FT)
 BT2219'WEST OF THE TAXI CENTER, 24.8 M (81.4 FT) SOUTH OF THE SOUTH END OF A
 BT2219'CONCRETE CULVERT HEADWALL WITH A USGS MARK, AND 8.4 M (27.6 FT)
 BT2219'NORTHEAST OF THE BASE OF AN ILLUMINATED RAMP SIGN.  NOTE--THIS STATION
 BT2219'HAS BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 BT2219
 BT2219                          STATION RECOVERY (1998)
 BT2219
 BT2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 BT2219'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  NOTE--THIS STATION
 BT2219'IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2222 ***********************************************************************
 BT2222  DESIGNATION -  CAMPORT AZ MK
 BT2222  PID         -  BT2222
 BT2222  STATE/COUNTY-  GA/MITCHELL
 BT2222  USGS QUAD   -  CAMILLA (1988)
 BT2222
 BT2222                         *CURRENT SURVEY CONTROL
 BT2222  ___________________________________________________________________
 BT2222* NAD 83(1994)-  31 12 43.43146(N)    084 14 33.83045(W)     ADJUSTED  
 BT2222* NAVD 88     -        50.4    (meters)     165.     (feet)  VERTCON   
 BT2222  ___________________________________________________________________
 BT2222  X           -     547,702.430 (meters)                     COMP
 BT2222  Y           -  -5,432,323.510 (meters)                     COMP
 BT2222  Z           -   3,286,036.618 (meters)                     COMP
 BT2222  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BT2222  ELLIP HEIGHT-          23.11  (meters)          (09/03/97) GPS OBS
 BT2222  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT2222
 BT2222  HORZ ORDER  -  THIRD
 BT2222  ELLP ORDER  -  FOURTH    CLASS II
 BT2222
 BT2222.This mark is at Camilla Mitchell County Airport (CXU)
 BT2222
 BT2222.The horizontal coordinates were established by GPS observations
 BT2222.and adjusted by the National Geodetic Survey in September 1997..
 BT2222
 BT2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2222
 BT2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2222
 BT2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2222
 BT2222.The ellipsoidal height was determined by GPS observations
 BT2222.and is referenced to NAD 83.
 BT2222
 BT2222.The geoid height was determined by GEOID03.
 BT2222
 BT2222;                    North         East     Units Scale Factor Converg.
 BT2222;SPC GA W     -   134,361.823   692,752.412   MT  0.99990065   -0 02 21.9
 BT2222;SPC GA W     -   440,818.75  2,272,805.21   sFT  0.99990065   -0 02 21.9
 BT2222;UTM  16      - 3,456,381.396   762,688.614   MT  1.00045124   +1 25 46.8
 BT2222
 BT2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2222!SPC GA W     -   0.99999637  x   0.99990065  =   0.99989702
 BT2222!UTM  16      -   0.99999637  x   1.00045124  =   1.00044761
 BT2222
 BT2222:                Primary Azimuth Mark                     Grid Az
 BT2222:SPC GA W     -  CAMPORT                                  078 31 08.4
 BT2222:UTM  16      -  CAMPORT                                  077 02 59.7
 BT2222
 BT2222|---------------------------------------------------------------------|
 BT2222| PID    Reference Object                     Distance      Geod. Az  |
 BT2222|                                                           dddmmss.s |
 BT2222| BT2219 CAMPORT                             APPROX. 0.6 KM 0782846.5 |
 BT2222|---------------------------------------------------------------------|
 BT2222
 BT2222                          SUPERSEDED SURVEY CONTROL
 BT2222
 BT2222  NAD 83(1994)-  31 12 43.43693(N)    084 14 33.83364(W) AD(       ) 3
 BT2222  NAD 83(1986)-  31 12 43.43948(N)    084 14 33.83594(W) AD(       ) 3
 BT2222  NGVD 29 (09/27/88)   50.6    (m)          166.     (f) GPS OBS        
 BT2222
 BT2222.Superseded values are not recommended for survey control.
 BT2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2222.See file dsdata.txt to determine how the superseded data were derived.
 BT2222
 BT2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6268956381(NAD 83)
 BT2222_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BT2222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BT2222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BT2222_MAGNETIC: I = MARKER IS A STEEL ROD
 BT2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2222+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BT2222
 BT2222  HISTORY     - Date     Condition        Report By
 BT2222  HISTORY     - 1987     MONUMENTED       NGS
 BT2222
 BT2222                          STATION DESCRIPTION
 BT2222
 BT2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 BT2222'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 BT2222'SOUTHWEST OF CAMILLA, AT THE MITCHELL COUNTY AIRPORT, AT THE
 BT2222'WESTERN MOST ONE OF TWO AVASI LIGHT BOXES.
 BT2222'OWNERSHIP--CITY OF CAMILLA, C/O AIRPORT MANAGER RODNEY HAILEY, CITY
 BT2222'HALL, CAMILLA GA 31738.  PHONE (912) 336-7091.
 BT2222'
 BT2222'TO REACH THE STATION FROM THE COURTHOUSE IN CAMILLA, GO
 BT2222'WEST FOR 0.2 KM (0.1 MI) ON STATE HIGHWAY 37 TO A CROSS STREET.
 BT2222'TURN LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON STATE HIGHWAY 112 TO
 BT2222'A FORK.
 BT2222'FOLLOW THE RIGHT FORK AND GO WEST FOR 2.9 KM (1.8 MI) ON STATE
 BT2222'HIGHWAY 97 TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH, THEN EAST
 BT2222'FOR 1.1 KM (0.7 MI) TO THE ROAD END AT AIRPORT BUILDING.
 BT2222'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON TARMAC THEN RAMP TO
 BT2222'THE RUNWAY.  TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) ALONG SIDE
 BT2222'OF RUNWAY PAST AGRICULTURE RAMP TO THE STATION NEAR THE WEST END OF
 BT2222'THE RUNWAY.
 BT2222'
 BT2222'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 BT2222'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 13.4 METERS, IN A GREASE
 BT2222'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14 CM
 BT2222'PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 BT2222'STAMPED---CAMPORT AZ MK 1987---,
 BT2222'FLUSH WITH THE GROUND.  LOCATED
 BT2222'15.1 METERS (49.5 FT) NORTH FROM THE CENTER OF THE RUNWAY,
 BT2222'38.7 METERS (127.0 FT) EAST-NORTHEAST FROM THE NORTHWEST CORNER OF
 BT2222'THE ASPHALT RUNWAY,
 BT2222'41.5 METERS (137.0 FT) WEST FROM THE CENTER OF THE AGRICULTURE
 BT2222'RAMP, AND
 BT2222'2.3 METERS (7.6 FT) SOUTH FROM THE SOUTHEAST CORNER OF A 0.5 BY 0.9
 BT2222'METER CONCRETE BASE FOR AN AVASI BOX.
 BT2222'
 BT2222'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2590 ***********************************************************************
 DF2590  DESIGNATION -  CAMPTON
 DF2590  PID         -  DF2590
 DF2590  STATE/COUNTY-  GA/WALTON
 DF2590  USGS QUAD   -  MONROE (1985)
 DF2590
 DF2590                         *CURRENT SURVEY CONTROL
 DF2590  ___________________________________________________________________
 DF2590* NAD 83(1994)-  33 52 18.00304(N)    083 43 15.67344(W)     ADJUSTED  
 DF2590* NAVD 88     -       285.5    (meters)     937.     (feet)  VERTCON   
 DF2590  ___________________________________________________________________
 DF2590  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DF2590  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DF2590
 DF2590  HORZ ORDER  -  FIRST
 DF2590
 DF2590.The horizontal coordinates were established by classical geodetic methods
 DF2590.and adjusted by the National Geodetic Survey in September 1997..
 DF2590
 DF2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2590
 DF2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2590
 DF2590.The geoid height was determined by GEOID03.
 DF2590
 DF2590;                    North         East     Units Scale Factor Converg.
 DF2590;SPC GA W     -   429,359.679   741,228.781   MT  0.99992095   +0 14 54.2
 DF2590;SPC GA W     - 1,408,657.55  2,431,848.09   sFT  0.99992095   +0 14 54.2
 DF2590;UTM  17      - 3,751,259.324   248,306.300   MT  1.00038102   -1 31 02.3
 DF2590
 DF2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2590!SPC GA W     -   0.99995976  x   0.99992095  =   0.99988071
 DF2590!UTM  17      -   0.99995976  x   1.00038102  =   1.00034076
 DF2590
 DF2590:                Primary Azimuth Mark                     Grid Az
 DF2590:SPC GA W     -  STATHAM FAA MICROWAVE                    054 04 09.5
 DF2590:UTM  17      -  STATHAM FAA MICROWAVE                    055 50 06.0
 DF2590
 DF2590|---------------------------------------------------------------------|
 DF2590| PID    Reference Object                     Distance      Geod. Az  |
 DF2590|                                                           dddmmss.s |
 DF2590| DF2565 STATHAM FAA MICROWAVE               APPROX.11.6 KM 0541903.7 |
 DF2590| CY8145 CAMPTON RM 2                         17.691 METERS 10100     |
 DF2590| DF2585 MONROE RAD STA WKUN MAST            APPROX. 7.1 KM 1640200.7 |
 DF2590| DF2592 WALKER PARK MUN TANK                APPROX. 3.9 KM 1943926.2 |
 DF2590| CY8146 CAMPTON RM 3                                       2045342.0 |
 DF2590| CY8144 CAMPTON RM 1                         29.962 METERS 28044     |
 DF2590|---------------------------------------------------------------------|
 DF2590
 DF2590                          SUPERSEDED SURVEY CONTROL
 DF2590
 DF2590  NAD 83(1986)-  33 52 18.00957(N)    083 43 15.67284(W) AD(       ) 1
 DF2590  NAD 27      -  33 52 17.60582(N)    083 43 16.05997(W) AD(       ) 1
 DF2590  NGVD 29 (07/19/86)  285.5    (m)          937.     (f) VERT ANG       
 DF2590
 DF2590.Superseded values are not recommended for survey control.
 DF2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2590.See file dsdata.txt to determine how the superseded data were derived.
 DF2590
 DF2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4830651259(NAD 83)
 DF2590_MARKER: DS = TRIANGULATION STATION DISK
 DF2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2590
 DF2590  HISTORY     - Date     Condition        Report By
 DF2590  HISTORY     - 1975     MONUMENTED       NGS
 DF2590
 DF2590                          STATION DESCRIPTION
 DF2590
 DF2590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2590'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHWEST OF STATHAM, 8.5
 DF2590'MILES SOUTH OF WINDER, 5.5 MILES NORTH OF MONROE AND ON PROPERTY
 DF2590'OWNED BY MR. GRADY THOMPSON.
 DF2590'
 DF2590'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE ROUTE 11
 DF2590'AT THE NORTH EDGE OF MONROE, GO NORTH ON STATE ROUTE 11 FOR 4.75
 DF2590'MILES TO A CROSSROAD AT THE SMALL COMMUNITY OF CAMPTON.  (TO
 DF2590'REACH REFERENCE MARK 3, TURN LEFT AND GO WEST ON PAVED ROAD FOR
 DF2590'0.2 MILE TO THE MARK ON THE LEFT.) CONTINUE NORTH ON ROUTE 11
 DF2590'FOR 0.2 MILE TO COUNTY ROAD 91593 ON THE RIGHT AND A DRIVEWAY
 DF2590'ON THE LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.05
 DF2590'MILE, PASSING TO THE SOUTH OF THE HOUSE, TO A METAL GATE.  PASS
 DF2590'THROUGH GATE, TURN RIGHT, AND GO NORTH FOR ABOUT 100 FEET TO THE
 DF2590'STATION AS DESCRIBED.
 DF2590'
 DF2590'THE STATION MARKS ARE STANDARD DISKS STAMPED CAMPTON 1975.  THE
 DF2590'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2590'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DF2590'48 FEET NORTH OF A 48-INCH WALNUT TREE, 38 FEET WEST OF A FENCE,
 DF2590'28 FEET NORTHEAST OF A TWIN TRUNKED PEAR TREE AND 4.3 FEET
 DF2590'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 DF2590'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 DF2590'INCHES BELOW THE GROUND SURFACE.
 DF2590'
 DF2590'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMPTON NO 1 1975, IS
 DF2590'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF2590'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 104 FEET
 DF2590'NORTH-NORTHWEST OF A UTILITY POLE, 2 FEET SOUTH OF A METAL
 DF2590'WITNESS POST AND 0.7 FOOT WEST OF THE FENCE.
 DF2590'
 DF2590'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMPTON NO 2 1975, IS
 DF2590'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2590'WITH THE GROUND SURFACE.  IT IS 54 FEET NORTHWEST OF THE
 DF2590'NORTHWEST CORNER OF THE HOUSE, 19 FEET EAST OF THE FENCE, 8.4 FEET
 DF2590'SOUTHWEST OF THE UTILITY POLE AND 6 6 FEET NORTHEAST OF THE
 DF2590'WALNUT TREE.
 DF2590'
 DF2590'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ CAMPTON NO 3 1975,
 DF2590'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF2590'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 DF2590'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD, 4 FEET NORTHWEST OF A
 DF2590'UTILITY POLE WITH TRANSFORMER AND 1.6 FEET WEST OF A METAL
 DF2590'WITNESS POST.
 DF2590'
 DF2590'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0106 ***********************************************************************
 CL0106  DESIGNATION -  CANADY
 CL0106  PID         -  CL0106
 CL0106  STATE/COUNTY-  GA/EMANUEL
 CL0106  USGS QUAD   -  STILLMORE (1985)
 CL0106
 CL0106                         *CURRENT SURVEY CONTROL
 CL0106  ___________________________________________________________________
 CL0106* NAD 83(1994)-  32 26 21.05284(N)    082 13 07.96032(W)     ADJUSTED  
 CL0106* NAVD 88     -        82.240  (meters)     269.82   (feet)  ADJUSTED  
 CL0106  ___________________________________________________________________
 CL0106  X           -     729,495.206 (meters)                     COMP
 CL0106  Y           -  -5,338,525.828 (meters)                     COMP
 CL0106  Z           -   3,401,661.325 (meters)                     COMP
 CL0106  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 CL0106  ELLIP HEIGHT-          52.80  (meters)          (09/03/97) GPS OBS
 CL0106  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CL0106  DYNAMIC HT  -          82.145 (meters)     269.50  (feet)  COMP
 CL0106  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CL0106
 CL0106  HORZ ORDER  -  FIRST
 CL0106  VERT ORDER  -  FIRST     CLASS II
 CL0106  ELLP ORDER  -  FOURTH    CLASS II
 CL0106
 CL0106.The horizontal coordinates were established by classical geodetic methods
 CL0106.and adjusted by the National Geodetic Survey in September 1997..
 CL0106
 CL0106.The orthometric height was determined by differential leveling
 CL0106.and adjusted by the National Geodetic Survey in June 1991..
 CL0106
 CL0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL0106
 CL0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0106
 CL0106.The ellipsoidal height was determined by GPS observations
 CL0106.and is referenced to NAD 83.
 CL0106
 CL0106.The geoid height was determined by GEOID03.
 CL0106
 CL0106.The dynamic height is computed by dividing the NAVD 88
 CL0106.geopotential number by the normal gravity value computed on the
 CL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0106.degrees latitude (g = 980.6199 gals.).
 CL0106
 CL0106.The modeled gravity was interpolated from observed gravity values.
 CL0106
 CL0106;                    North         East     Units Scale Factor Converg.
 CL0106;SPC GA E     -   270,414.302   195,090.552   MT  0.99990030   -0 01 40.8
 CL0106;SPC GA E     -   887,184.26    640,059.59   sFT  0.99990030   -0 01 40.8
 CL0106;UTM  17      - 3,589,771.134   385,418.931   MT  0.99976190   -0 39 14.0
 CL0106
 CL0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0106!SPC GA E     -   0.99999171  x   0.99990030  =   0.99989201
 CL0106!UTM  17      -   0.99999171  x   0.99976190  =   0.99975361
 CL0106
 CL0106:                Primary Azimuth Mark                     Grid Az
 CL0106:SPC GA E     -  STILLMORE RED BRICK CH SPIRE             064 54 45.9
 CL0106:UTM  17      -  STILLMORE RED BRICK CH SPIRE             065 32 19.1
 CL0106
 CL0106|---------------------------------------------------------------------|
 CL0106| PID    Reference Object                     Distance      Geod. Az  |
 CL0106|                                                           dddmmss.s |
 CL0106| CL2003 STILLMORE RED BRICK CH SPIRE        APPROX. 0.5 KM 0645305.1 |
 CL0106| CL0111 STILL=T 41                          139.402 METERS 09220     |
 CL0106| CY7304 CANADY RM 4                          20.086 METERS 10113     |
 CL0106| CY7303 CANADY RM 1                          31.641 METERS 12114     |
 CL0106| CL0109 CANADY AZ MK                        APPROX. 0.8 KM 2022108.1 |
 CL0106| CL0107 CANADY RM 2                          18.492 METERS 20935     |
 CL0106|---------------------------------------------------------------------|
 CL0106
 CL0106                          SUPERSEDED SURVEY CONTROL
 CL0106
 CL0106  NAD 83(1986)-  32 26 21.05762(N)    082 13 07.95679(W) AD(       ) 1
 CL0106  NAD 27      -  32 26 20.45555(N)    082 13 08.50799(W) AD(       ) 1
 CL0106  NGVD 29 (??/??/92)   82.456  (m)          270.52   (f) ADJ UNCH    1 2
 CL0106
 CL0106.Superseded values are not recommended for survey control.
 CL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0106.See file dsdata.txt to determine how the superseded data were derived.
 CL0106
 CL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8541989771(NAD 83)
 CL0106_MARKER: DS = TRIANGULATION STATION DISK
 CL0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0106_STAMPING: CANADY 1935
 CL0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0106+STABILITY: SURFACE MOTION
 CL0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL0106+SATELLITE: SATELLITE OBSERVATIONS - 1987
 CL0106
 CL0106  HISTORY     - Date     Condition        Report By
 CL0106  HISTORY     - 1935     MONUMENTED       CGS
 CL0106  HISTORY     - 1950     GOOD             CGS
 CL0106  HISTORY     - 1954     GOOD             CGS
 CL0106  HISTORY     - 1962     GOOD             CGS
 CL0106  HISTORY     - 1962     GOOD             NGS
 CL0106  HISTORY     - 1969     GOOD             CGS
 CL0106  HISTORY     - 1969     GOOD             NGS
 CL0106  HISTORY     - 1979     GOOD             NGS
 CL0106  HISTORY     - 1985     GOOD             NGS
 CL0106  HISTORY     - 19861031 GOOD
 CL0106  HISTORY     - 1987     GOOD             NGS
 CL0106
 CL0106                          STATION DESCRIPTION
 CL0106
 CL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL0106'ABOUT 0.4 MILE SOUTHWEST OF STILLMORE, 80 PACES SOUTHWEST OF WEST
 CL0106'OF TWO BRIDGES OVER CENTRAL OF GEORGIA RAILWAY, 190 FEET SOUTH OF
 CL0106'TRACKS, 79 FEET SOUTH OF EAST-WEST ROAD AND 75 FEET WEST OF
 CL0106'NORTH-SOUTH ROAD.  TO REACH FROM STILLMORE, GO SOUTH TO RAILROAD
 CL0106'BRIDGE AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 CL0106'DISKS IN CONCRETE.  UPPER MARK PROJECTS 7 INCHES.  REFERENCE
 CL0106'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CL0106'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS 17 FEET EAST OF
 CL0106'NORTH-SOUTH ROAD, 5 FEET SOUTH OF 12-INCH OAK TREE AND 103.81 FEET
 CL0106'EAST OF STATION S 58 DEG 46 MIN E.  NO. 2 PROJECTS 6
 CL0106'INCHES, IS 50 FEET WEST OF NORTH-SOUTH ROAD, 17 FEET WEST OF OLD
 CL0106'RAILROAD BED AND 60.62 FEET SOUTHWEST OF STATION S 29 DEG
 CL0106'38 MIN W.  AZIMUTH MARK PROJECTS 9 INCHES, IS 60 FEET SOUTH OF
 CL0106'SOUTHEAST CORNER OF GRAVEYARD, 30 FEET SOUTH OF MAIN ROAD, 15 FEET
 CL0106'WEST OF NORTH-SOUTH ROAD AND 0.5 MILE SOUTH OF STATION S 22
 CL0106'DEG 21 MIN W.  FOLLOWING DISTANCES AND BEARINGS ARE FROM
 CL0106'STATION--STILL (B.M. T-41) (SEE DESCRIPTION THEREOF) 457.35 FEET
 CL0106'S 87 DEG 40 MIN E.  STILLMORE, RED BRICK
 CL0106'CHURCH, SPIRE, 0.25 MILE N 64 DEG 53 MIN E.
 CL0106
 CL0106                          STATION RECOVERY (1950)
 CL0106
 CL0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0106'THE STATION, AZIMUTH, TWO REFERENCE MARKS, AND TRAVERSE CONNECTION
 CL0106'STATION WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED, EXCEPT
 CL0106'THAT ONLY THE OLD ROADBED REMAINS OF THE REMOVED CENTRAL OF
 CL0106'GEORGIA RAILWAY.  THE TRAVERSE DISTANCE WAS CHECKED ONLY BY
 CL0106'INSPECTION.  REFERENCE MARK DISTANCES CHECKED 0.04
 CL0106'FOOT LESS IN EACH CASE.
 CL0106'
 CL0106'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 57 AND 192 AT THE
 CL0106'MAIN CORNER IN STILLMORE, GO S 0.1 MILE, THENCE W 0.15 MILE, THENCE S
 CL0106'0.1 MILE TO THE STATION ON THE RIGHT.
 CL0106'
 CL0106'THE STATION IS 0.35 MILE SW OF THE CENTER OF STILLMORE, ON LAND OWNED
 CL0106'BY G.W. AMERSON, ABOUT 70 YARDS S OF A DEEP CUT TO THE OLD RAILROAD
 CL0106'ROADBED, 81 FEET S OF THE CENTER LINE OF ONE ROAD, AND 4 FEET WNW
 CL0106'OF THE PROJECTED CENTER LINE OF ANOTHER ROAD EXTENDING S.  THE
 CL0106'SUBSURFACE MARK IS A BRONZE STATION DISK SET IN CONCRETE.  THE
 CL0106'SURFACE MARK IS A BRONZE STATION DISK, PROJECTING 6 INCHES, AND IS
 CL0106'SET IN CONCRETE.  IT IS STAMPED CANADY 1935.
 CL0106'
 CL0106'R.M. 1 IS IN THE AMERSON DOORYARD, 43 FEET NNW OF THE NW CORNER OF
 CL0106'THE AMERSON HOUSE, AND 8 FEET W OF THE PROJECTED PLANE OF THE W WALL
 CL0106'OF THE SAME.  THE MARK IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 CL0106'PROJECTING 10 INCHES, AND IS STAMPED CANADY NO 1 1935.
 CL0106'
 CL0106'R.M. 2 IS 40 FEET N OF THE PROJECTED PLANE OF THE N WALL OF THE
 CL0106'AMERSON HOUSE AND 12 FEET WNW OF THE PROJECTED CENTER LINE OF THE
 CL0106'ROAD EXTENDING S.  THE MARK IS A BRONZE REFERENCE DISK SET IN
 CL0106'CONCRETE, PROJECTING 6 INCHES, AND IS STAMPED CANADY NO 2 1935.
 CL0106'
 CL0106'THE AZIMUTH MARK IS 0.55 MILE SSW OF THE STATION, 61 FEET S OF THE SE
 CL0106'CORNER OF A CEMETERY, AND 27 FEET SE OF THE CENTER LINE OF THE
 CL0106'HIGHWAY.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE, PROJECTING
 CL0106'10 INCHES, AND IS STAMPED CANADY AZ. MK.  1935.
 CL0106'
 CL0106'TRAVERSE STATION STILL (B.M. T 41) IS E OF THE STATION, 40 FEET S OF
 CL0106'THE CENTER LINE OF THE OLD RAILROAD ROADBED, AND 18 FEET NE OF THE
 CL0106'RANGE DETERMINED BY A GUYED CREOSOTED POWER-LINE POLE ABOUT 100
 CL0106'YARDS DISTANT AND THE S END OF THE ROOF RIDGE OF A CHURCH ABOUT 0.25
 CL0106'MILE DISTANT IN BEARING S. 35 DEG E.  THE MARK IS A BRONZE REFERENCE
 CL0106'DISK SET IN CONCRETE, PROJECTING 1 INCH, AND IS STAMPED STILL T 41
 CL0106'1918 ELEV. 256.804.
 CL0106
 CL0106                          STATION RECOVERY (1954)
 CL0106
 CL0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL0106'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY
 CL0106'NOTE BY C.M.T. IN 1950, EXCEPT THAT REFERENCE MARK 1 WAS DESTROYED
 CL0106'AND REFERENCE MARK 3 ESTABLISHED UPON THE REQUEST OF THE PRESENT
 CL0106'OWNER, JIMMY SNIPES.
 CL0106'
 CL0106'THE STATION IS 0.35 MI. SW OF THE CENTER OF STILLMORE, ABOUT 70
 CL0106'YD. S OF A DEEP CUT TO THE OLD RAILROAD ROADBED, 81 FT. S OF THE
 CL0106'CENTERLINE OF ONE ROAD, AND 4 FT. W-NW OF THE PROJECTED CENTERLINE OF
 CL0106'ANOTHER EXTENDING S.  THE MARK
 CL0106'PROJECTS 6 IN., AND THE DISK IS STAMPED CANADY 1935.
 CL0106'
 CL0106'REFERENCE MARK 2 IS 18.464 M. OR 60.58 FT. S 29 DEG 38 MIN W
 CL0106'FROM THE STATION, 40 FT. N OF THE PROJECTED PLANE OF THE N WALL OF
 CL0106'THE SNIPES HOUSE, AND 12 FT. W-NW OF THE PROJECTED CENTERLINE OF THE
 CL0106'ROAD EXTENDING S.  THE MARK PROJECTS 6
 CL0106'IN., AND THE DISK IS STAMPED CANADY NO 2 1935.
 CL0106'
 CL0106'REFERENCE MARK 3 IS 18.230 M. OR 59.81 FT. S 66 DEG 45 MIN E
 CL0106'FROM THE STATION, 71.5 FT. NW OF THE NW CORNER OF THE CONCRETE
 CL0106'ENTRANCE STEPS TO THE RESIDENCE OF JIMMY SNIPES, AND 23 FT. W OF THE
 CL0106'CENTERLINE OF THE ROAD.  THE MARK
 CL0106'PROJECTS 6 IN., AND THE DISK IS STAMPED CANADY NO 3 1935 1954.
 CL0106'
 CL0106'AZIMUTH MARK IS 0.55 MI. S 22 DEG 21 MIN W FROM
 CL0106'THE STATION, 61 FT. S OF THE SE CORNER OF A CEMETERY, AND 27 FT. SE
 CL0106'OF THE CENTERLINE OF THE ROAD.  THE MARK
 CL0106'PROJECTS 10 IN., AND THE DISK IS STAMPED CANADY AZ MK 1935.
 CL0106'
 CL0106'TRAVERSE STATION STILL (BENCH MARK T 41) IS 457.35 FT. (139.401 M.)
 CL0106'S 87 DEG 40 MIN E FROM THE STATION.  THE MARK
 CL0106'PROJECTS 1 IN., AND THE DISK IS STAMPED
 CL0106'STILL T 41 1918 ELEV 256.804.
 CL0106'
 CL0106'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 57 AND 192 AT THE
 CL0106'MAIN CORNER IN STILLMORE, GO S FOR 0.1 MI., THENCE W FOR 0.15 MI.,
 CL0106'THENCE S FOR 0.1 MI. TO THE STATION ON THE RIGHT.
 CL0106
 CL0106                          STATION RECOVERY (1962)
 CL0106
 CL0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0106'ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE INTERSECTION OF
 CL0106'STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE, THENCE 0.15
 CL0106'MILE SOUTH ALONG A GRADED ROAD, AT THE OUTSIDE OF A CURVE, IN AN
 CL0106'OPEN PASTURE, 125 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 CL0106'NORTHWEST CORNER OF A ONE-STORY HOUSE WITH BRICK SIDING, 75 FEET
 CL0106'NORTHWEST OF THE CENTER LINE OF THE ROAD, 63-1/2 FEET NORTHWEST OF A
 CL0106'POWER LINE POLE, 12-1/2 FEET WEST OF A FENCE LINE, ABOUT LEVEL WITH
 CL0106'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 CL0106'ABOVE THE LEVEL OF THE GROUND.
 CL0106'
 CL0106'R.M. 2--ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE
 CL0106'INTERSECTION OF STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE,
 CL0106'THENCE 0.15 MILE SOUTH ALONG A GRADED ROAD, IN AN OPEN PASTURE, 52
 CL0106'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET WEST OF A
 CL0106'POWER LINE POLE, 49 FEET NORTH OF A FENCE CORNER, 18 FEET WEST OF
 CL0106'A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CL0106'CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0106'
 CL0106'R.M. 3--THE CONCRETE POST WAS FOUND PULLED OUT OF THE GROUND.  THE
 CL0106'DISK WAS NOT REMOVED BY THIS PARTY.
 CL0106'
 CL0106'AZIMUTH MARK--ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE
 CL0106'INTERSECTION OF STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE,
 CL0106'THENCE 0.7 MILE SOUTH ALONG A GRADED ROAD, IN A Y ROAD FORK, 62 FEET
 CL0106'SOUTH AND ACROSS THE ROAD LEADING SOUTHWEST FROM THE SOUTHEAST
 CL0106'CORNER OF THE STEEL FENCE AROUND THE SOUTHWEST ONE OF TWO
 CL0106'CEMETERIES, 52 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 30 FEET
 CL0106'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 14 FEET
 CL0106'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 5-1/2 FEET NORTH
 CL0106'OF A 24-INCH OAK TREE, 1 FOOT EAST OF A STEEL WITNESS POST, 1-1/2
 CL0106'FEET BELOW THE LEVEL OF THE ROAD LEADING SOUTHWEST, SET IN THE TOP
 CL0106'OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE
 CL0106'GROUND.
 CL0106
 CL0106                          STATION RECOVERY (1962)
 CL0106
 CL0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0106'0.4 MI SW FROM STILLMORE.
 CL0106'ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE INTERSECTION OF
 CL0106'STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE, THENCE 0.15
 CL0106'MILE SOUTH ALONG A GRADED ROAD, AT THE OUTSIDE OF A CURVE, IN AN
 CL0106'OPEN PASTURE, 125 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 CL0106'NORTHWEST CORNER OF A ONE-STORY HOUSE WITH BRICK SIDING, 75 FEET
 CL0106'NORTHWEST OF THE CENTER LINE OF THE ROAD, 63 1/2 FEET NORTHWEST OF
 CL0106'A POWER LINE POLE, 12 1/2 FEET WEST OF A FENCE LINE, ABOUT LEVEL
 CL0106'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CL0106'INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0106
 CL0106                          STATION RECOVERY (1969)
 CL0106
 CL0106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL0106'STATION MARK, REFERENCE MARK NO. 2 1935 AND THE AZIMUTH MARK WERE
 CL0106'RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 3 WERE
 CL0106'PREVIOUSLY REPORTED DESTROYED.  REFERENCE MARK NO. 4 1969 WAS
 CL0106'ESTABLISHED AT THIS TIME.
 CL0106'
 CL0106'STATION IS LOCATED IN THE SOUTHWEST SECTION OF STILLMORE, 79.0 FT.
 CL0106'NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD, 59.0 FT.
 CL0106'NORTH-NORTHWEST OF A POWER POLE, 63.0 FT. SOUTH-SOUTHWEST OF A
 CL0106'12-INCH WHITE OAK TREE AND 13.0 FT. WEST OF A FENCE. MONUMENT
 CL0106'PROJECTS 8 INCHES AND THE DISK IS STAMPED CANADY 1935.
 CL0106'
 CL0106'REFERENCE MARK NO. 2 IS 65.5 FT. NORTH-NORTHEAST OF THE NORTHEAST
 CL0106'CORNER OF BARN, 40.0 FT. WEST OF A POWER POLE, 19.0 FT. WEST OF A
 CL0106'FENCE AND 1.0 FT. NORTHEAST OF A METAL WITNESS POST AND SIGN.
 CL0106'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED CANADY NO 2
 CL0106'1935.
 CL0106'
 CL0106'REFERENCE MARK NO. 4 IS 71.0 FT. EAST-NORTHEAST OF A POWER POLE, 26.0
 CL0106'FT. WEST OF THE CENTER OF PAVED ROAD AND 1.0 FT.  NORTHWEST OF A
 CL0106'METAL WITNESS POST AND SIGN.  MONUMENT IS SET FLUSH WITH THE
 CL0106'GROUND, AND THE DISK IS STAMPED CANADY NO 4 1969.
 CL0106'
 CL0106'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED ROAD
 CL0106'FOR 0.5 MILE TO CURVE RIGHT AND MARK ON THE LEFT, 28.0 FT.
 CL0106'SOUTH-SOUTHEAST OF THE CENTER OF ROAD, 62.0 FT. SOUTH OF FENCE
 CL0106'CORNER AT GRAVEYARD, 8.0 FT. WEST OF A FENCE, 2.0 FT.  NORTH OF A
 CL0106'FENCE AND 1.0 FT. EAST OF METAL WITNESS POST AND SIGN.  MONUMENT
 CL0106'PROJECTS 8 INCHES AND THE DISK IS STAMPED CANADY AZ MK 1935.
 CL0106'
 CL0106'TO REACH THE STATION FROM THE POST OFFICE AT STILLMORE GO SOUTH ON
 CL0106'STATE ROUTE 57 FOR 0.1 MILE, TURN RIGHT GO WEST 0.1 MILE TO A PAVED
 CL0106'ROAD LEFT, TURN LEFT FOR 0.1 MILE TO A HOUSE AND BUILDINGS ON THE
 CL0106'LEFT AND STATION ON THE RIGHT.
 CL0106'
 CL0106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STILLMORE
 CL0106
 CL0106                          STATION RECOVERY (1969)
 CL0106
 CL0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CL0106'RECOVERED IN GOOD CONDITION.
 CL0106
 CL0106                          STATION RECOVERY (1979)
 CL0106
 CL0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL0106'THE STATION MARK, REFERENCE MARKS 2 AND 4 AND THE AZIMUTH MARK
 CL0106'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH
 CL0106'MARK AND REFERENCE MARKS 2 AND 4 CHECKED THE 1969 DATA.  THE
 CL0106'DISTANCE TO REFERENCE MARK 4 CHECKED THE OLD DATA, BUT THE
 CL0106'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LONGER BY 0.030
 CL0106'METERS.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 CL0106'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF STILLMORE, ON
 CL0106'PROPERTY OWNED BY MR. JIMMY SNIPPS, WHO LIVES JUST ACROSS THE
 CL0106'ROAD FROM THE STATION, PHONE NUMBER 562-3291.
 CL0106'
 CL0106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND
 CL0106'192 IN STILLMORE.  GO SOUTH ON STATE HIGHWAY 57 FOR 0.1 MILE TO
 CL0106'A PAVED CROSS-ROAD.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.3
 CL0106'MILE TO THE STATION ON THE RIGHT.
 CL0106'
 CL0106'THE STATION IS A STANDARD NGS DISK
 CL0106'STAMPED---CANADY 1935---,
 CL0106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0106'PROJECTING 25 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0106'81 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 CL0106'63 FEET SOUTHWEST FROM A 20-INCH OAK TREE,
 CL0106'59 FEET NORTH FROM A UTILITY POLE WITH LIGHT,
 CL0106'13.5 FEET WEST FROM A WIRE FENCE AND
 CL0106'1 FEET EAST FROM A METAL WITNESS POST.
 CL0106'THE UNDERGROUND MARK IS AS STATED IN THE 1935 DATA.
 CL0106'
 CL0106'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL0106'STAMPED---CANADY NO 2 1935---,
 CL0106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0106'PROJECTING 43 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0106'58 FEET NORTH FROM A GATE,
 CL0106'40.6 FEET WEST FROM THE UTILITY POLE WITH LIGHT,
 CL0106'17.5 FEET NORTHWEST FROM THE WIRE FENCE AND
 CL0106'1 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST.
 CL0106'MARK IS LEVEL WITH STATION.
 CL0106'
 CL0106'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 CL0106'STAMPED---CANADY NO 4 1969---,
 CL0106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0106'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 CL0106'285 FEET NORTHWEST FROM THE CENTER OF THE PAVED ROAD,
 CL0106'72 FEET NORTHEAST FROM THE UTILITY POLE WITH LIGHT,
 CL0106'51 FEET SOUTHEAST FROM THE WIRE FENCE AND
 CL0106'1.8 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CL0106'MARK IS BELOW STATION 0.03 METERS.
 CL0106'
 CL0106'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL0106'STAMPED---CANADY AZ MK 1935---,
 CL0106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0106'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0106'26 FEET SOUTH FROM THE CENTER OF A PAVED ROAD,
 CL0106'8.6 FEET WEST FROM A FENCE CORNER.
 CL0106'6 FEET NORTH-NORTHEAST FROM OF A 20-INCH OAK TREE,
 CL0106'2.5 FEET NORTH FROM A FENCE AND
 CL0106'1 FEET EAST FROM A METAL WITNESS POST.
 CL0106'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON THE
 CL0106'PAVED ROAD FOR 0.55 MILE TO A CURVE IN THE ROAD AND THE MARK ON
 CL0106'THE LEFT.  A METAL ROD WAS DRIVEN IN THE GROUND
 CL0106'BESIDE THE STATION AND THE AZIMUTH MARK.
 CL0106'
 CL0106'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
 CL0106
 CL0106                          STATION RECOVERY (1985)
 CL0106
 CL0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL0106'THE STATION WAS RECOVERED AT THIS DATE.
 CL0106'THE STATION, REFERENCE MARKS 2 AND 4, AND THE AZIMUTH MARK WERE
 CL0106'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1979 ON PROPERTY OWNED
 CL0106'MR. JIMMY SNIPES, RT 1 TWIN CITY GA, 30471 PHONE 912-562-3291.
 CL0106'NO MEASUREMENTS WERE TAKEN TO REFERENCE MARKS BUT SMALL CHANGES IN
 CL0106'REQUIRE A DESCRIPTION OF THE STATION MONUMENT.
 CL0106'
 CL0106'THE STATION IS LOCATED ABOUT 0.32 KM (0.2 MI)
 CL0106'SOUTHWEST OF THE JUNCTION OF STATE ROUTE 57 WITH STATE ROUTE 192 IN
 CL0106'STILLMORE.
 CL0106'OWNERSHIP--MR JIMMY SNIPES, RTE 1, TWIN CITY, GA. 912-562-3291.
 CL0106'
 CL0106'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 57 AND 192
 CL0106'IN STILLMORE GO SOUTH ON STATE ROUTE 57 FOR 0.16 KM (0.1 MI) TO THE
 CL0106'CROSSING OF COUNTY PAVED ROAD 252.  TURN RIGHT WEST AND THEN SOUTH
 CL0106'FOR 0.48 KM (0.3 MI) TO THE STATION ON THE RIGHT ACROSS THE ROAD
 CL0106'FROM A FRAME HOUSE BELONGING TO MR. SNIPES.
 CL0106'
 CL0106'THE STATION IS A STANDARD NGS DISK
 CL0106'STAMPED---CANADY 1935---,
 CL0106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL0106'30 CM IN DIAMETER PROJECTING 25 CM ABOVE GROUND.  LOCATED
 CL0106'23.8 METERS (78.1 FT) WEST NORTHWEST OF THE CENTER OF THE ROAD,
 CL0106'19.0 METERS (62.4 FT) SOUTHWEST OF A 45 CM OAK TREE,
 CL0106'17.95 METERS (58.9 FT) NORTHWEST OF A POWER POLE WITH LIGHT,
 CL0106'3.7 METERS (12.2 FT) SOUTHEAST OF A POWER POLE WITH METER BOX AND,
 CL0106'0.30 METERS EAST FROM A METAL WITNESS POST.
 CL0106'
 CL0106'DESCRIBED BY B. PUTZIGER.
 CL0106
 CL0106                          STATION RECOVERY (1986)
 CL0106
 CL0106'RECOVERED 1986
 CL0106'RECOVERED IN GOOD CONDITION.
 CL0106
 CL0106                          STATION RECOVERY (1987)
 CL0106
 CL0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 CL0106'THE STATION WAS RECOVERED AT THIS DATE.
 CL0106'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 CL0106'CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.  REFERENCE MARK 2 WAS
 CL0106'FOUND LOOSE IN GROUND, RESTAMPED 5 AND RESET IN GROUND.  THE
 CL0106'SURFACE AND SUBSURFACE STATION DISKS WERE LOWERED IN PLACE HOLDING
 CL0106'THE POINT OF THE SURFACE MARK.  THE SUBSURFACE DISK WAS FOUND TO BE
 CL0106'0.063 METER OFFSET TO THE NORTH-NORTHEAST.  LEVELS WERE RUN BETWEEN
 CL0106'THE THREE MARKS BEFORE AND AFTER MARKS WERE RESET.  THE DISTANCE TO
 CL0106'REFERENCE MARK 4 CHECKED THE 1969 DATE BY 0.003 METER.  THE
 CL0106'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LONGER THAN THE 1935
 CL0106'DATA BY 0.041 METER.  A COMPLETE DESCRIPTION FOLLOWS.
 CL0106'
 CL0106'THE STATION IS IN THE YARD OF A DOUBLE-WIDE TRAILER.
 CL0106'OWNERSHIP--JIMMY SNIPES.  LAND OCCUPIED BY TONY ANERSON, P.O. BOX
 CL0106'422, STILLMORE GA.  PHONE (912) 562-4407.
 CL0106'
 CL0106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 192
 CL0106'IN STILLMORE, GO SOUTH FOR 0.13 KM (0.1 MI) ON HIGHWAY 57 TO A
 CL0106'CROSS STREET.
 CL0106'TURN RIGHT AND GO WEST FOR 0.4 KM (0.25 MI) ON COUNTY ROAD 252 TO
 CL0106'SHARP TURN IN ROAD.  TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO
 CL0106'THE STATION ON THE RIGHT.
 CL0106'
 CL0106'THE STATION IS A STANDARD CGS DISK
 CL0106'STAMPED---CANADY 1935 1986---,
 CL0106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL0106'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL0106'3.3 METERS (10.8 FT) SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF THE
 CL0106'TRAILER,
 CL0106'3.6 METERS (11.8 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE WITH METER
 CL0106'BOX,
 CL0106'23.4 METERS (76.8 FT) NORTHWEST FROM THE ROAD CENTER,
 CL0106'17.9 METERS (58.7 FT) NORTH FROM A UTILITY POLE WITH STREET LIGHT,
 CL0106'AND
 CL0106'18.9 METERS (62.0 FT) NORTH-NORTHEAST FROM A FORKED CATALPA TREE.
 CL0106'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CL0106'STAMPED---CANADY 1935---,
 CL0106'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 CL0106'
 CL0106'REFERENCE MARK 4 IS A STANDARD CGS REFERENCE DISK
 CL0106'STAMPED---CANADY NO 4 1969---, SET IN THE TOP OF A 25-CM ROUND
 CL0106'CONCRETE POST RECESSED 3 CM BELOW THE GORUND.  LOCATED ON SOUTH
 CL0106'SIDE OF DIM TRACK TO TRAILER, 8.1 METERS NORTHWEST OF THE ROAD
 CL0106'CENTER, 21.7 METERS NORTHEAST OF UTILITY POLE WITH STREET LIGHT,
 CL0106'22.3 METERS EAST-NORTHEAST OF POLE WITH METER BOX, AND 16.1 METERS
 CL0106'SOUTHWEST OF A 20-CM PECAN TREE (CLOSEST TO ROAD).
 CL0106'
 CL0106'REFERENCE MARK 5 IS A STANDARD CGS REFERENCE DISK
 CL0106'STAMPED---CANADY NO 5 1935 1986---, SET IN THE TOP OF A 25-CM ROUND
 CL0106'CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  LOCATED BETWEEN TWO
 CL0106'METAL WITNESS POSTS, 17.4 METERS NORTHWEST OF THE ROAD CENTER, 12.1
 CL0106'METERS WEST-NORTHWEST OF UTILITY POLE WITH LIGHT, 5.8 METERS
 CL0106'NORTHWEST OF THE FORKED CATALPA TREE, 20.8 METERS SOUTHWEST OF THE
 CL0106'POLE WITH METER BOX, 21.7 METERS SOUTHWEST OF SOUTH CORNER OF
 CL0106'TRAILER, AND 19.9 METERS NORTHEAST OF EAST CORNER OF OLD SHED.
 CL0106'
 CL0106'DISTANCE STATION TO REFERENCE MARK 4 20.072 METERS 65.85 FT.
 CL0106'DISTANCE STATION TO REFERENCE MARK 5 18.409 METERS 60.39 FT.
 CL0106'
 CL0106'ELEVATION OF MARKS AFTER RESETTING OF MARKS, BASED ON ORIGINAL
 CL0106'HEIGHT OF STATION IS AS FOLLOWS,
 CL0106'ORIGINAL HEIGHT 82.456 M. LESS 0.288 M. = 82.168 M.
 CL0106'REFERENCE MARK 4 IS 82.136 M.
 CL0106'REFERENCE MARK 5 IS 82.170 M.
 CL0106'
 CL0106'NO DISTANT OBJECTS WERE VISIBLE SO REFERENCE MARK 5 WAS CUT IN FROM
 CL0106'REFERENCE MARK 4,
 CL0106'REFERENCE MARK 4 000-00-00.0
 CL0106'REFERENCE MARK 5 108-34-58.5
 CL0106'
 CL0106'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1431 ***********************************************************************
 BS1431  DESIGNATION -  CANADY
 BS1431  PID         -  BS1431
 BS1431  STATE/COUNTY-  GA/COLQUITT
 BS1431  USGS QUAD   -  BERLIN WEST (1988)
 BS1431
 BS1431                         *CURRENT SURVEY CONTROL
 BS1431  ___________________________________________________________________
 BS1431* NAD 83(1994)-  31 02 20.54811(N)    083 37 35.82900(W)     ADJUSTED  
 BS1431* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BS1431  ___________________________________________________________________
 BS1431  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BS1431  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BS1431
 BS1431  HORZ ORDER  -  SECOND
 BS1431
 BS1431.The horizontal coordinates were established by classical geodetic methods
 BS1431.and adjusted by the National Geodetic Survey in September 1997..
 BS1431
 BS1431.The orthometric height was scaled from a topographic map.
 BS1431
 BS1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1431
 BS1431.The geoid height was determined by GEOID03.
 BS1431
 BS1431;                    North         East     Units Scale Factor Converg.
 BS1431;SPC GA W     -   115,303.163   751,551.018   MT  0.99993277   +0 16 42.5
 BS1431;SPC GA W     -   378,290.46  2,465,713.63   sFT  0.99993277   +0 16 42.5
 BS1431;UTM  17      - 3,436,892.879   249,307.809   MT  1.00037529   -1 21 18.2
 BS1431
 BS1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1431!SPC GA W     -   0.99999147  x   0.99993277  =   0.99992424
 BS1431!UTM  17      -   0.99999147  x   1.00037529  =   1.00036675
 BS1431
 BS1431|---------------------------------------------------------------------|
 BS1431| PID    Reference Object                     Distance      Geod. Az  |
 BS1431|                                                           dddmmss.s |
 BS1431| CW3438 CANADY RM 1                          45.031 METERS 11657     |
 BS1431| CW3434 CANADY AZ MK                                       3350320.5 |
 BS1431| CW3439 CANADY RM 2                          40.148 METERS 34707     |
 BS1431|---------------------------------------------------------------------|
 BS1431
 BS1431                          SUPERSEDED SURVEY CONTROL
 BS1431
 BS1431  NAD 83(1986)-  31 02 20.54404(N)    083 37 35.84279(W) AD(       ) 2
 BS1431  NAD 27      -  31 02 19.87200(N)    083 37 36.24300(W) AD(       ) 2
 BS1431
 BS1431.Superseded values are not recommended for survey control.
 BS1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1431.See file dsdata.txt to determine how the superseded data were derived.
 BS1431
 BS1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ4930836893(NAD 83)
 BS1431_MARKER: DS = TRIANGULATION STATION DISK
 BS1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1431
 BS1431  HISTORY     - Date     Condition        Report By
 BS1431  HISTORY     - 1935     MONUMENTED       CGS
 BS1431  HISTORY     - 1971     GOOD             NGS
 BS1431  HISTORY     - 1975     GOOD             NGS
 BS1431  HISTORY     - 1976     GOOD             LOCENG
 BS1431
 BS1431                          STATION DESCRIPTION
 BS1431
 BS1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1431'ABOUT 2 MILES SOUTH-SOUTHWEST OF BERLIN, ON PROPERTY BELONGING TO
 BS1431'GEORGE CANADY, 105 FEET WEST OF 15-INCH OAK TREE, 103.4 FEET SOUTH OF
 BS1431'WEST CORNER OF MR. MC DANIELS YARD FENCE, 94 FEET SOUTH OF CENTER
 BS1431'LINE OF ROAD, 32.55 FEET EAST OF INTERSECTION OF EAST-WEST AND
 BS1431'NORTH-SOUTH FENCE LINES AND 19 FEET NORTH OF EAST-WEST FENCE LINE.
 BS1431'TO REACH FROM INTERSECTION OF STATE HIGHWAY 33 AND DIRT ROAD AT M.L.
 BS1431'STRICKLANDS FILLING STATION AT BERLIN, GO SOUTH ON STATE HIGHWAY 33
 BS1431'FOR 1 MILE TO ROAD FORK.  FOLLOW DIRT ROAD (RIGHT) FOR 2.2 MILES TO
 BS1431'T-ROAD.  TURN LEFT FOR 0.1 MILE TO MR. MC DANIELS HOME ON LEFT AND
 BS1431'STATION ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 BS1431'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 BS1431'IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS 4
 BS1431'PACES SOUTH OF CENTER LINE OF ROAD, 2 FEET NORTH OF FENCE LINE AND
 BS1431'147.74 FEET EAST-SOUTHEAST OF STATION S 63 DEG 03 MIN E.
 BS1431'NO. 2 IS 10 PACES WEST-SOUTHWEST OF 18-INCH OAK TREE, 5 PACES
 BS1431'WEST-SOUTHWEST OF CENTER LINE OF ROAD, 5 FEET SOUTH OF FENCE
 BS1431'CORNER AND 131.72 FEET NORTHWEST OF STATION N 12 DEG 53 MIN W.
 BS1431'AZIMUTH MARK IS 6 PACES EAST OF CENTER LINE OF ROAD, 3 FEET
 BS1431'EAST OF NORTH-SOUTH FENCE LINE, AND 0.3 MILE NORTH OF STATION
 BS1431'N 24 DEG 57 MIN W.
 BS1431
 BS1431                          STATION RECOVERY (1971)
 BS1431
 BS1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BS1431'STATION HAS BEEN SCRAPED BY FARM EQUIPMENT BUT DOES NOT SEEM
 BS1431'TO BE DISTURBED.  BOTH RMS HAVE BEEN DISTURBED BY GRADING
 BS1431'EQUIPMENT.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK
 BS1431'BUT WAS NOT FOUND.
 BS1431'
 BS1431'TO REACH THE STATION FROM THE POST OFFICE IN BERLIN GA., GO
 BS1431'NORTH 150 FEET TO BRICE ST.  TURN LEFT (WEST) ON BRICE ST. FOR
 BS1431'0.45 MILE TO A STOP SIGN AT A T INTERSECTION.  TURN LEFT (SOUTH)
 BS1431'ON PAVED ROAD FOR 1.9 MILES TO A GRADED ROAD LEFT.  TURN LEFT
 BS1431'(EAST) ON GRADED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BS1431
 BS1431                          STATION RECOVERY (1975)
 BS1431
 BS1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BS1431'THE STATION MARK WAS RECOVERED AND THE MONUMENT WAS FOUND CHIPPED AND
 BS1431'PART OF THE DISK WAS MISSING, BUT APPEARED IN ITS ORIGINAL
 BS1431'POSITION.  THE MONUMENT WAS REPAIRED AT THIS TIME.  REFERENCE MARK
 BS1431'1, 2 AND AZIMUTH MARK WERE DESTROYED.  REFERENCE MARKS 3, 4 AND
 BS1431'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A POLARIS OBSERVATION
 BS1431'WAS OBSERVED AT THIS TIME.  DUE TO CHANGES, A COMPLETE NEW
 BS1431'DESCRIPTION FOLLOWS.
 BS1431'
 BS1431'STATION IS ON PROPERTY OF MR. DIAMOND CARDON, BOX 6, BERLIN,
 BS1431'GEORGIA.  PLEASE NOTIFY MR. CARDON BEFORE VISITING THE STATION.
 BS1431'
 BS1431'TO REACH THE STATION FROM THE JUNCTION OF LANGFORD AND BRICE STREET
 BS1431'AT THE WATER TANK IN DOWNTOWN BERLIN, GO WEST ON BRICE STREET FOR
 BS1431'0.35 MILE TO A T ROAD.  TURN LEFT AND GO SOUTH ON SURFACED ROAD FOR
 BS1431'1.45 MILES TO A BRIDGE OVER A CREEK.  CONTINUE SOUTH UP HILL
 BS1431'FOLLOWING SURFACED ROAD FOR 0.3 MILE TO A SURFACED ROAD RIGHT.
 BS1431'CONTINUE SOUTH FOR 0.2 MILE TO A DIRT ROAD ON LEFT.  TURN LEFT
 BS1431'AND GO UPHILL FOLLOWING DIRT ROAD FOR 0.1 MILE TO WHERE ROAD
 BS1431'CURVES AND STATION ON RIGHT.
 BS1431'
 BS1431'STATION MARK, A STANDARD DISK STAMPED CANADY 1935, IS SET IN THE TOP
 BS1431'OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3-INCHES ABOVE
 BS1431'THE GROUND SURFACE.  IT IS 267 FEET SOUTH-SOUTHWEST OF AN ABANDONED
 BS1431'HOUSE, 247.5 FEET SOUTH OF THE SOUTH SIDE OF AN OLD BARN, 160 FEET
 BS1431'SOUTH-SOUTHWEST OF A WELL THAT IS NOW A CESSPOOL, 74 FEET
 BS1431'SOUTHWEST OF THE CENTER OF DIRT ROAD, 20 FEET NORTH OF A POWER
 BS1431'LINE POLE WITH TRANSFORMER AND 3.3 FEET NORTH OF A METAL WITNESS
 BS1431'POST.
 BS1431'
 BS1431'REFERENCE MARK 3, A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 BS1431'CONCRETE MONUMENT THAT PROJECTS 1-INCH.  THE DISK IS STAMPED CANADY
 BS1431'1935 NO 3 1975 AND IS 121.5 FEET SOUTHEAST OF A FENCE CORNER, 18
 BS1431'FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 2.7 FEET WEST OF
 BS1431'FENCE POST AND 1.4 FEET WEST OF A METAL WITNESS POST.
 BS1431'
 BS1431'REFERENCE MARK 4, A STANDARD DISK STAMPED CANADY 1935 NO 4 1975, IS
 BS1431'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BS1431'FLUSH.  IT IS 159 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 BS1431'THE BARN, 49 FEET SOUTH OF THE SOUTH ONE OF TWO OAK TREES, 18 FEET
 BS1431'SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 1 FOOT NORTHEAST
 BS1431'OF A METAL WITNESS POST.
 BS1431'
 BS1431'AZIMUTH MARK IS A STANDARD DISK STAMPED CANADY 1935 1975, IS SET IN
 BS1431'TOP OF A 10-INCH CONCRETE ROUND MONUMENT THAT IS SET FLUSH.  IT IS
 BS1431'0.2 MILE EAST ALONG DIRT ROAD FROM STATION, 15 FEET SOUTH OF CENTER
 BS1431'OF ROAD AND 5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE WITH
 BS1431'WITNESS SIGN.
 BS1431'
 BS1431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BS1431'SOUTH-SOUTHWEST OF BERLIN.
 BS1431
 BS1431                          STATION RECOVERY (1976)
 BS1431
 BS1431'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 BS1431'CANADY 1935 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0109 ***********************************************************************
 CL0109  DESIGNATION -  CANADY AZ MK
 CL0109  PID         -  CL0109
 CL0109  STATE/COUNTY-  GA/EMANUEL
 CL0109  USGS QUAD   -  STILLMORE (1985)
 CL0109
 CL0109                         *CURRENT SURVEY CONTROL
 CL0109  ___________________________________________________________________
 CL0109* NAD 83(1994)-  32 25 55.71177(N)    082 13 20.24699(W)     ADJUSTED  
 CL0109* NAVD 88     -        73.421  (meters)     240.88   (feet)  ADJUSTED  
 CL0109  ___________________________________________________________________
 CL0109  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CL0109  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CL0109  DYNAMIC HT  -          73.337 (meters)     240.61  (feet)  COMP
 CL0109  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CL0109
 CL0109  HORZ ORDER  -  SECOND
 CL0109  VERT ORDER  -  FIRST     CLASS II
 CL0109
 CL0109.The horizontal coordinates were established by classical geodetic methods
 CL0109.and adjusted by the National Geodetic Survey in September 1997..
 CL0109
 CL0109.The orthometric height was determined by differential leveling
 CL0109.and adjusted by the National Geodetic Survey in June 1991..
 CL0109
 CL0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0109
 CL0109.The geoid height was determined by GEOID03.
 CL0109
 CL0109.The dynamic height is computed by dividing the NAVD 88
 CL0109.geopotential number by the normal gravity value computed on the
 CL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0109.degrees latitude (g = 980.6199 gals.).
 CL0109
 CL0109.The modeled gravity was interpolated from observed gravity values.
 CL0109
 CL0109;                    North         East     Units Scale Factor Converg.
 CL0109;SPC GA E     -   269,633.935   194,769.222   MT  0.99990034   -0 01 47.4
 CL0109;SPC GA E     -   884,624.00    639,005.36   sFT  0.99990034   -0 01 47.4
 CL0109;UTM  17      - 3,588,994.431   385,089.143   MT  0.99976283   -0 39 20.1
 CL0109
 CL0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0109!SPC GA E     -   0.99999308  x   0.99990034  =   0.99989342
 CL0109!UTM  17      -   0.99999308  x   0.99976283  =   0.99975591
 CL0109
 CL0109                          SUPERSEDED SURVEY CONTROL
 CL0109
 CL0109  NAD 83(1986)-  32 25 55.71649(N)    082 13 20.24347(W) AD(       ) 2
 CL0109  NAD 27      -  32 25 55.11360(N)    082 13 20.79397(W) AD(       ) 2
 CL0109  NGVD 29 (??/??/92)   73.64   (m)          241.6    (f) COMPUTED    1 2
 CL0109
 CL0109.Superseded values are not recommended for survey control.
 CL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0109.See file dsdata.txt to determine how the superseded data were derived.
 CL0109
 CL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8508988994(NAD 83)
 CL0109_MARKER: DZ = AZIMUTH MARK DISK
 CL0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0109_STAMPING: CANADY AZ MK 1935
 CL0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0109+STABILITY: SURFACE MOTION
 CL0109
 CL0109  HISTORY     - Date     Condition        Report By
 CL0109  HISTORY     - 1979     MONUMENTED       NGS
 CL0109  HISTORY     - 1962     GOOD             NGS
 CL0109  HISTORY     - 1969     GOOD             NGS
 CL0109
 CL0109                          STATION DESCRIPTION
 CL0109
 CL0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL0109'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF STILLMORE, ON
 CL0109'HIGHWAY RIGHT-OF-WAY.
 CL0109'
 CL0109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND
 CL0109'192 IN STILLMORE, GO SOUTH ON STATE HIGHWAY 57 FOR 0.1 MILE TO
 CL0109'A PAVED CROSSROAD.  TURN RIGHT AND GO WEST THEN SOUTH FOR 0.85
 CL0109'MILE TO THE STATION ON THE LEFT AT A CURVE IN THE ROAD
 CL0109'
 CL0109'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CL0109'STAMPED---CANADY AZ MK 1935---,
 CL0109'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0109'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0109'26 FEET SOUTH FROM THE CENTER OF A PAVED ROAD,
 CL0109'8.6 FEET WEST FRNM A FENCE CORNER,
 CL0109'40.6 FEET NORTH-NORTHEAST FROM A 20-INCH OAK TREE,
 CL0109'2.5 FEET NORTH FROM A FENCE AND
 CL0109'1.0 FEET EAST FROM A METAL WITNESS POST.
 CL0109'
 CL0109'A METAL ROD WAS DRIVEN IN THE GROUND BESIDE THE STATION MARK.
 CL0109'
 CL0109'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL0109'CANADY 1935 EMANUEL USING ELECTRONIC DISTANCE MEASURING
 CL0109'EQUIPMENT.
 CL0109'
 CL0109'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CL0109
 CL0109                          STATION RECOVERY (1962)
 CL0109
 CL0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0109'0.9 MI SW FROM STILLMORE.
 CL0109'ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE INTERSECTION OF
 CL0109'STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE, THENCE 0.7
 CL0109'MILE SOUTH ALONG A GRADED ROAD, IN A Y ROAD FORK, 62 FEET SOUTH AND
 CL0109'ACROSS THE ROAD LEADING SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 CL0109'STEEL FENCE AROUND THE SOUTHWEST ONE OF TWO CEMETERIES, 52 FEET
 CL0109'SOUTHWEST OF THE CENTER OF THE JUNCTION, 30 FEET SOUTHEAST OF THE
 CL0109'CENTER LINE OF THE ROAD LEADING SOUTHWEST, 14 FEET WEST OF THE
 CL0109'CENTER LINE OF THE ROAD LEADING SOUTH, 5 1/2 FEET NORTH OF A
 CL0109'24-INCH OAK TREE, 1 FOOT EAST OF STEEL WITNESS POST, 1 1/2 FEET
 CL0109'BELOW THE LEVEL OF THE ROAD LEADING SOUTWEST, SET IN THE TOP OF A
 CL0109'CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0109
 CL0109                          STATION RECOVERY (1969)
 CL0109
 CL0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CL0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0107 ***********************************************************************
 CL0107  DESIGNATION -  CANADY RM 2
 CL0107  PID         -  CL0107
 CL0107  STATE/COUNTY-  GA/EMANUEL
 CL0107  USGS QUAD   -  STILLMORE (1985)
 CL0107
 CL0107                         *CURRENT SURVEY CONTROL
 CL0107  ___________________________________________________________________
 CL0107* NAD 83(1986)-  32 26 21.     (N)    082 13 07.     (W)     SCALED    
 CL0107* NAVD 88     -        82.265  (meters)     269.90   (feet)  ADJUSTED  
 CL0107  ___________________________________________________________________
 CL0107  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CL0107  DYNAMIC HT  -          82.170 (meters)     269.59  (feet)  COMP
 CL0107  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CL0107
 CL0107  VERT ORDER  -  FIRST     CLASS II
 CL0107
 CL0107.The horizontal coordinates were scaled from a topographic map and have
 CL0107.an estimated accuracy of +/- 6 seconds.
 CL0107
 CL0107.The orthometric height was determined by differential leveling
 CL0107.and adjusted by the National Geodetic Survey in June 1991..
 CL0107
 CL0107.The geoid height was determined by GEOID03.
 CL0107
 CL0107.The dynamic height is computed by dividing the NAVD 88
 CL0107.geopotential number by the normal gravity value computed on the
 CL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0107.degrees latitude (g = 980.6199 gals.).
 CL0107
 CL0107.The modeled gravity was interpolated from observed gravity values.
 CL0107
 CL0107;                    North         East    Units  Estimated Accuracy
 CL0107;SPC GA E     -   270,410.      195,120.      MT  (+/- 180 meters Scaled)
 CL0107
 CL0107                          SUPERSEDED SURVEY CONTROL
 CL0107
 CL0107  NGVD 29 (??/??/92)   82.481  (m)          270.61   (f) ADJ UNCH    1 2
 CL0107
 CL0107.Superseded values are not recommended for survey control.
 CL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0107.See file dsdata.txt to determine how the superseded data were derived.
 CL0107
 CL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR854897(NAD 83)
 CL0107_MARKER: DR = REFERENCE MARK DISK
 CL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0107_STAMPING: CANADY NO 2 1935
 CL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0107+STABILITY: SURFACE MOTION
 CL0107
 CL0107  HISTORY     - Date     Condition        Report By
 CL0107  HISTORY     - 1935     MONUMENTED       CGS
 CL0107  HISTORY     - 1962     GOOD             NGS
 CL0107  HISTORY     - 1969     GOOD             NGS
 CL0107
 CL0107                          STATION DESCRIPTION
 CL0107
 CL0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0107'0.4 MI SW FROM STILLMORE.
 CL0107'ABOUT 0.2 MILE WEST ALONG A GRADED ROAD FROM THE INTERSECTION OF
 CL0107'STATE HIGHWAY 57 AND THE BAPTIST CHURCH AT STILLMORE, THENCE 0.15
 CL0107'MILE SOUTH ALONG A GRADED ROAD, IN AN OPEN PASTURE, 52 FEET
 CL0107'NORTHWEST OF THE CENTER LINE OF THE ROAD, 42 FEET WEST OF A POWER
 CL0107'LINE POLE, 49 FEET NORTH OF A FENCE CORNER, 18 FEET WEST OF A FENCE
 CL0107'LINE. ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 CL0107'POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0107
 CL0107                          STATION RECOVERY (1969)
 CL0107
 CL0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CL0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1921 ***********************************************************************
 ED1921  DESIGNATION -  CANDLER
 ED1921  PID         -  ED1921
 ED1921  STATE/COUNTY-  GA/UNION
 ED1921  USGS QUAD   -  COOSA BALD (1988)
 ED1921
 ED1921                         *CURRENT SURVEY CONTROL
 ED1921  ___________________________________________________________________
 ED1921* NAD 83(1994)-  34 51 59.76377(N)    083 57 20.27973(W)     ADJUSTED  
 ED1921* NAVD 88     -       735.7    (meters)    2414.     (feet)  VERTCON   
 ED1921  ___________________________________________________________________
 ED1921  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 ED1921  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 ED1921
 ED1921  HORZ ORDER  -  FIRST
 ED1921
 ED1921.The horizontal coordinates were established by classical geodetic methods
 ED1921.and adjusted by the National Geodetic Survey in September 1997..
 ED1921
 ED1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1921
 ED1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1921
 ED1921.The geoid height was determined by GEOID03.
 ED1921
 ED1921;                    North         East     Units Scale Factor Converg.
 ED1921;SPC GA W     -   539,646.655   719,294.152   MT  0.99990459   +0 07 14.3
 ED1921;SPC GA W     - 1,770,490.73  2,359,884.23   sFT  0.99990459   +0 07 14.3
 ED1921;SPC NC       -   135,171.683   156,713.283   MT  0.99989505   -2 51 36.9
 ED1921;SPC NC       -   443,475.76    514,150.16   sFT  0.99989505   -2 51 36.9
 ED1921;UTM  17      - 3,862,235.736   229,814.755   MT  1.00049982   -1 41 26.4
 ED1921;UTM  16      - 3,862,478.834   778,299.323   MT  1.00055469   +1 44 29.3
 ED1921
 ED1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1921!SPC GA W     -   0.99988903  x   0.99990459  =   0.99979363
 ED1921!SPC NC       -   0.99988903  x   0.99989505  =   0.99978410
 ED1921!UTM  17      -   0.99988903  x   1.00049982  =   1.00038880
 ED1921!UTM  16      -   0.99988903  x   1.00055469  =   1.00044366
 ED1921
 ED1921:                Primary Azimuth Mark                     Grid Az
 ED1921:SPC GA W     -  CANDLER RM 2                             143 44 54.9
 ED1921:SPC NC       -  CANDLER RM 2                             146 43 46.1
 ED1921:UTM  17      -  CANDLER RM 2                             145 33 35.6
 ED1921:UTM  16      -  CANDLER RM 2                             142 07 39.9
 ED1921
 ED1921|---------------------------------------------------------------------|
 ED1921| PID    Reference Object                     Distance      Geod. Az  |
 ED1921|                                                           dddmmss.s |
 ED1921| CZ4720 CANDLER RM 2                                       1435209.2 |
 ED1921| CZ4719 CANDLER RM 1                         19.480 METERS 18321     |
 ED1921| ED1922 WILBURN USGS 1975                    17.248 METERS 27834     |
 ED1921|---------------------------------------------------------------------|
 ED1921
 ED1921                          SUPERSEDED SURVEY CONTROL
 ED1921
 ED1921  NAD 83(1986)-  34 51 59.77240(N)    083 57 20.28069(W) AD(       ) 1
 ED1921  NAD 27      -  34 51 59.46576(N)    083 57 20.60842(W) AD(       ) 1
 ED1921  NGVD 29 (07/19/86)  735.7    (m)         2414.     (f) VERT ANG       
 ED1921
 ED1921.Superseded values are not recommended for survey control.
 ED1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1921.See file dsdata.txt to determine how the superseded data were derived.
 ED1921
 ED1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU2981562236(NAD 83)
 ED1921_MARKER: DS = TRIANGULATION STATION DISK
 ED1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1921_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1921
 ED1921  HISTORY     - Date     Condition        Report By
 ED1921  HISTORY     - 1975     MONUMENTED       NGS
 ED1921
 ED1921                          STATION DESCRIPTION
 ED1921
 ED1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1921'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTH-SOUTHEAST OF
 ED1921'BLAIRSVILLE ATOP WELLBORN MOUNTAIN AND ON PROPERTY OWNED BY THE
 ED1921'COLWELL CONSTRUCTION COMPANY OF BLAIRSVILLE, TELEPHONE 745-6239.
 ED1921'
 ED1921'TO REACH FROM THE POST OFFICE IN BLAIRSVILLE, GO SOUTH ON
 ED1921'U.S. HIGHWAYS 19 AND 129 FOR 0.5 MILE TO A NARROW PAVED ROAD ON THE
 ED1921'RIGHT ABOUT 100 FEET NORTH OF THE FOSTER BUILDING.  (TO REACH
 ED1921'REFERENCE MARK 2, CONTINUE SOUTHERLY FOR 0.7 MILE TO THE MARK ON
 ED1921'THE LEFT.) TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.05
 ED1921'MILE TO A GRAVEL ROAD ON THE LEFT WITH A LOCKED CABLE GATE, JUST
 ED1921'BELOW A WHITE FRAME HOUSE.  TURN LEFT AND FOLLOW THE GRAVEL
 ED1921'ROAD FOR 0.5 MILE TO TOP OF HILL AND THE STATION AS DESCRIBED.
 ED1921'
 ED1921'THE STATION MARKS ARE STANDARD DISKS STAMPED CANDLER 1974.  THE
 ED1921'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1921'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1921'51 FEET NORTHEAST OF A UTILITY POLE WITH TRANSFORMER, 37.5 FEET
 ED1921'EAST OF THE NORTHEAST CORNER OF A SMALL BUILDING, 25.5 FEET
 ED1921'NORTH-NORTHEAST OF A TWIN TRUNKED OAK TREE AND 4.7 FEET
 ED1921'SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 ED1921'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 ED1921'BELOW THE GROUND SURFACE.
 ED1921'
 ED1921'REFERENCE MARK 1, A STANDARD DISK STAMPED CANDLER NO 1 1974, IS
 ED1921'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1921'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 ED1921'EAST-SOUTHEAST OF THE UTILITY POLE, 1.5 FEET WEST OF A METAL
 ED1921'WITNESS POST AND ABOUT 3 FEET LOWER THAN THE STATION.
 ED1921'
 ED1921'WILBURN (USGS), A U.S. GEOLOGICAL SURVEY DISK STAMPED WILBURN
 ED1921'1934, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 2 INCHES
 ED1921'BELOW THE GROUND SURFACE.  IT IS 41.5 FEET NORTH-NORTHWEST OF THE
 ED1921'UTILITY POLE AND IN THE APPROXIMATE CENTER OF 4 CONCRETE
 ED1921'FOOTINGS OF AN OLD LOOKOUT TOWER.
 ED1921'
 ED1921'REFERENCE MARK 2, A STANDARD DISK STAMPED AZ CANDLER NO 2 1974,
 ED1921'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 ED1921'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 40.5 FEET EAST
 ED1921'OF THE ROAD CENTER, 3.5 FEET SOUTH OF A METAL WITNESS POST AND
 ED1921'3 FEET SOUTHWEST OF A UTILITY POLE NUMBER A 29 AND A TELEPHONE
 ED1921'CABLE JUNCTION BOX.
 ED1921'
 ED1921'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2779 ***********************************************************************
 DG2779  DESIGNATION -  CANDLER
 DG2779  PID         -  DG2779
 DG2779  STATE/COUNTY-  GA/FULTON
 DG2779  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2779
 DG2779                         *CURRENT SURVEY CONTROL
 DG2779  ___________________________________________________________________
 DG2779* NAD 83(1994)-  33 45 24.07198(N)    084 23 15.77161(W)     ADJUSTED  
 DG2779* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 DG2779  ___________________________________________________________________
 DG2779  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG2779  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2779
 DG2779  HORZ ORDER  -  FIRST
 DG2779
 DG2779.The horizontal coordinates were established by classical geodetic methods
 DG2779.and adjusted by the National Geodetic Survey in September 1997..
 DG2779
 DG2779.The orthometric height was scaled from a topographic map.
 DG2779
 DG2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2779
 DG2779.The geoid height was determined by GEOID03.
 DG2779
 DG2779;                    North         East     Units Scale Factor Converg.
 DG2779;SPC GA W     -   416,539.976   679,522.546   MT  0.99990517   -0 07 22.2
 DG2779;SPC GA W     - 1,366,598.24  2,229,400.22   sFT  0.99990517   -0 07 22.2
 DG2779;UTM  16      - 3,738,244.620   741,956.866   MT  1.00032178   +1 27 08.2
 DG2779
 DG2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2779!SPC GA W     -   0.99995392  x   0.99990517  =   0.99985909
 DG2779!UTM  16      -   0.99995392  x   1.00032178  =   1.00027568
 DG2779
 DG2779|---------------------------------------------------------------------|
 DG2779| PID    Reference Object                     Distance      Geod. Az  |
 DG2779|                                                           dddmmss.s |
 DG2779| CY9802 CANDLER COPING NE COR BLDG                         00620     |
 DG2779| DG0384 ATLANTA SOUTHWEST BASE              APPROX.15.3 KM 0254744.8 |
 DG2779| DG2735 DECATUR STANDPIPE                   APPROX. 8.7 KM 0772138.2 |
 DG2779| DG2734 EAST ATLANTA TALL STANDPIPE         APPROX. 5.4 KM 0882445.9 |
 DG2779| DG2730 ATLANTA TALLEST BRICK STACK         APPROX. 1.9 KM 1100704.4 |
 DG2779| DG2729 ATLANTA 2ND TALL BRICK STACK        APPROX. 1.9 KM 1103233.2 |
 DG2779| CY9803 CANDLER COPING SE COR BLDG                         13152     |
 DG2779| DG2683 GA STATE CAP ARM HOLDING TORCH      APPROX. 0.8 KM 1823448.6 |
 DG2779| DG2674 COX COLLEGE FLAGSTAFF               APPROX.12.6 KM 2072938.8 |
 DG2779| CZ3336 CANDLER ELEVATOR SHAFT SW COR                      22532     |
 DG2779| CZ3941 CANDLER ELEVATOR SHAFT NW COR                      30420     |
 DG2779|---------------------------------------------------------------------|
 DG2779
 DG2779                          SUPERSEDED SURVEY CONTROL
 DG2779
 DG2779  NAD 83(1986)-  33 45 24.07762(N)    084 23 15.77270(W) AD(       ) 1
 DG2779  NAD 27      -  33 45 23.69700(N)    084 23 16.04000(W) AD(       ) 1
 DG2779
 DG2779.Superseded values are not recommended for survey control.
 DG2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2779.See file dsdata.txt to determine how the superseded data were derived.
 DG2779
 DG2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4195738245(NAD 83)
 DG2779_MARKER: DS = TRIANGULATION STATION DISK
 DG2779_SETTING: 0 = UNSPECIFIED SETTING
 DG2779
 DG2779  HISTORY     - Date     Condition        Report By
 DG2779  HISTORY     - 1918     MONUMENTED       CGS
 DG2779  HISTORY     - 1927     GOOD             CGS
 DG2779  HISTORY     - 1935     GOOD             CGS
 DG2779  HISTORY     - 1953     GOOD             CGS
 DG2779
 DG2779                          STATION DESCRIPTION
 DG2779
 DG2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 DG2779'IN CITY OF ATLANTA, AT NORTHEAST CORNER OF PEACHTREE AND HOUSTON
 DG2779'STREETS, ON TOP OF CANDLER BUILDING.  THE FOLLOWING DISTANCES AND
 DG2779'BEARINGS ARE FROM STATION--SOUTHWEST CORNER OF ELEVATOR SHAFT, 3.920
 DG2779'METERS (12.86 FEET), S 45 DEG 31 MIN W.  NORTHWEST CORNER OF ELEVATOR
 DG2779'SHAFT, 3.155 METERS (10.35 FEET), N 55 DEG 41 MIN W. FINISHING OF COPI
 DG2779'AT NORTHEAST CORNER OF BUILDING, N 05 DEG 19 MIN E.  FINISHING OF
 DG2779'COPING AT SOUTHEAST CORNER OF BUILDING, 5.410 METERS (17.75 FEET),
 DG2779'S 48 DEG 09 MIN E.  RECOVERED IN 1927, AND DESCRIBED AS BEING 5.0 FEET
 DG2779'WEST FROM WEST SIDE OF EAST WALL AROUND TOP OF BUILDING, IN
 DG2779'SOUTHEAST CORNER OF ROOF EAST OF FREIGHT ELEVATOR, AND HAVING MARK
 DG2779'MADE WITH STAR CHISEL SURROUNDED BY TRIANGLE CUT WITH CHISEL.  THE
 DG2779'FOLLOWING DISTANCES AND DIRECTIONS ARE FROM MARKS MADE WITH STAR
 DG2779'CHISEL--FROM MARK AT BASE OF NORTHEAST CORNER OF FREIGHT ELEVATOR
 DG2779'SHAFT, 10.3 FEET, SOUTHEAST.  FROM MARK IN TOP OF RING-BOLT ON WEST
 DG2779'SIDE OF EAST WALL AROUND TOP OF BUILDING, 7.9 FEET, SOUTWEST.  FROM
 DG2779'MARK IN BASE OF NORTH SIDE OF SOUTH WALL AROUND TOP OF BUILDING,
 DG2779'5.95 FEET, NORTH.  GEORGIA STATE CAPITOL, ARM HOLDING TORCH, IS
 DG2779'ABOUT 1/2 MILE DISTANT FROM STATION S 2 DEG 35 MIN W.
 DG2779
 DG2779                          STATION RECOVERY (1935)
 DG2779
 DG2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 DG2779'STATION WAS RECOVERED IN GOOD CONDITION AND THE ORIGINAL
 DG2779'DESCRIPTION WAS FOUND TO BE COMPLETE AND ADEQUATE.
 DG2779
 DG2779                          STATION RECOVERY (1953)
 DG2779
 DG2779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG2779'REPAIR WORK HAS BEEN DONE ON THE ROOF OF THE CANDLER BUILDING, AND
 DG2779'THE TRIANGLE MARKING THE STATION HAS BEEN COVERED.  A STATION DISK
 DG2779'WAS SET AT THE INTERSECTION OF THE MEASUREMENTS GIVEN IN THE
 DG2779'ORIGINAL DESCRIPTION.  IT IS A STANDARD DISK, STAMPED CANDLER 1918
 DG2779'1953 AND SET IN A DRILL HOLE IN THE TOP OF THE ROOF.  THE CANDLER
 DG2779'BUILDING IS IN THE SE ANGLE OF THE INTERSECTION OF PEACHTREE STREET
 DG2779'AND HOUSTON STREET.  THE MARK IS IN THE SW CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0510 ***********************************************************************
 CK0510  DESIGNATION -  CANDY=E 48
 CK0510  PID         -  CK0510
 CK0510  STATE/COUNTY-  GA/BULLOCH
 CK0510  USGS QUAD   -  GUYTON (1978)
 CK0510
 CK0510                         *CURRENT SURVEY CONTROL
 CK0510  ___________________________________________________________________
 CK0510* NAD 83(1994)-  32 16 45.12165(N)    081 28 29.80171(W)     ADJUSTED  
 CK0510* NAVD 88     -        27.743  (meters)      91.02   (feet)  ADJUSTED  
 CK0510  ___________________________________________________________________
 CK0510  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK0510  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 CK0510  DYNAMIC HT  -          27.711 (meters)      90.92  (feet)  COMP
 CK0510  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 CK0510
 CK0510  HORZ ORDER  -  FIRST
 CK0510  VERT ORDER  -  FIRST     CLASS II
 CK0510
 CK0510.The horizontal coordinates were established by classical geodetic methods
 CK0510.and adjusted by the National Geodetic Survey in September 1997..
 CK0510
 CK0510.The orthometric height was determined by differential leveling
 CK0510.and adjusted by the National Geodetic Survey in June 1991..
 CK0510
 CK0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0510
 CK0510.The geoid height was determined by GEOID03.
 CK0510
 CK0510.The dynamic height is computed by dividing the NAVD 88
 CK0510.geopotential number by the normal gravity value computed on the
 CK0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0510.degrees latitude (g = 980.6199 gals.).
 CK0510
 CK0510.The modeled gravity was interpolated from observed gravity values.
 CK0510
 CK0510;                    North         East     Units Scale Factor Converg.
 CK0510;SPC GA E     -   252,884.156   265,158.286   MT  0.99995234   +0 22 09.9
 CK0510;SPC GA E     -   829,670.77    869,940.14   sFT  0.99995234   +0 22 09.9
 CK0510;UTM  17      - 3,571,482.638   455,275.166   MT  0.99962467   -0 15 13.1
 CK0510
 CK0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0510!SPC GA E     -   1.00000044  x   0.99995234  =   0.99995278
 CK0510!UTM  17      -   1.00000044  x   0.99962467  =   0.99962511
 CK0510
 CK0510|---------------------------------------------------------------------|
 CK0510| PID    Reference Object                     Distance      Geod. Az  |
 CK0510|                                                           dddmmss.s |
 CK0510| CK4616 CANDY RM                             10.760 METERS 28128     |
 CK0510| CK0513 BUSH=C 48                           APPROX. 3.7 KM 3325040.7 |
 CK0510|---------------------------------------------------------------------|
 CK0510
 CK0510                          SUPERSEDED SURVEY CONTROL
 CK0510
 CK0510  NAD 83(1986)-  32 16 45.14046(N)    081 28 29.79443(W) AD(       ) 1
 CK0510  NAD 83(1986)-  32 16 45.20089(N)    081 28 29.75693(W) AD(       ) 1
 CK0510  NAD 27      -  32 16 44.47500(N)    081 28 30.36100(W) AD(       ) 1
 CK0510  NGVD 29 (??/??/92)   27.984  (m)           91.81   (f) ADJ UNCH    1 2
 CK0510
 CK0510.Superseded values are not recommended for survey control.
 CK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0510.See file dsdata.txt to determine how the superseded data were derived.
 CK0510
 CK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5527571483(NAD 83)
 CK0510_MARKER: DS = TRIANGULATION STATION DISK
 CK0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0510
 CK0510  HISTORY     - Date     Condition        Report By
 CK0510  HISTORY     - 1918     MONUMENTED       CGS
 CK0510  HISTORY     - 1935     GOOD             CGS
 CK0510  HISTORY     - 1950     SEE DESCRIPTION  CGS
 CK0510
 CK0510                          STATION DESCRIPTION
 CK0510
 CK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CK0510'ABOUT 0.4 MILE SOUTHEAST OF DEPOT AT IVANHOE, ON OLD ABANDONED
 CK0510'SAVANNAH AND STATESBORO RAILWAY.  DIRECTLY ACROSS TRACK
 CK0510'FROM THE CORNER OF A FENCE.  90 YARDS WEST OF A FARM HOUSE.
 CK0510'8 FEET SOUTHWEST OF CENTER LINE OF RAILROAD BED.  REFERENCE
 CK0510'MARK=D-48 IS ON SAME SIDE OF TRACK.  10.760 METERS
 CK0510'(35.30 FEET) FROM STATION IN GRID AZIMUTH 101 DEG 06 MIN.
 CK0510
 CK0510                          STATION RECOVERY (1950)
 CK0510
 CK0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK0510'THE STATION SURFACE MARK WAS FOUND UPROOTED ABOUT 150 FEET
 CK0510'N OF THE DESCRIBED LOCATION.  THE SUBSURFACE STATION MARK AND
 CK0510'THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  A NEW
 CK0510'SURFACE STATION MARK WAS NOT SET SINCE THE LOCATION IS WITHIN THE
 CK0510'TRAVEL SURFACE AREA OF THE ROAD, AND A REGRADING OF THIS ROAD
 CK0510'IS PLANNED.
 CK0510'
 CK0510'THE STATION IS ABOUT 0.3 MILE SSE ALONG THE ROAD FROM IVANHOE
 CK0510'CROSSROADS, ABOUT 90 YARDS NW OF A FRAME HOUSE, ON THE PROJECTED
 CK0510'LINE OF A FENCE THAT EXTENDS E FROM A FENCE CORNER ON THE
 CK0510'E SIDE OF THE ROAD, 87 FEET W OF SAID CORNER, 99.5 FEET SW
 CK0510'OF A POWER POLE THAT IS NEXT N OF A TRANSFORMER POLE, AND
 CK0510'10 FEET W OF THE CENTER LINE OF THE ROAD.  IT IS A STANDARD
 CK0510'STATION DISK SET IN CONCRETE AND IS ABOUT 18 INCHES BELOW
 CK0510'THE GROUND SURFACE.
 CK0510'
 CK0510'THE REFERENCE MARK IS 10.738 METERS (35.23 FEET) IN GRID
 CK0510'AZIMUTH 101 DEG 06 MIN FROM THE STATION, 37 FEET W OF THE
 CK0510'CENTER LINE OF THE ROAD, AND 15 FEET N OF THE SAID PROJECTED
 CK0510'FENCE LINE.  IT IS A STANDARD REFERENCE DISK SET IN CONCRETE,
 CK0510'PROJECTING 1 INCH, AND IS STAMPED CANDY D 48 1918 ELE. 92.602.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6013 ***********************************************************************
 CK6013  DESIGNATION -  CANEY
 CK6013  PID         -  CK6013
 CK6013  STATE/COUNTY-  GA/BULLOCH
 CK6013  USGS QUAD   -  STILSON (1978)
 CK6013
 CK6013                         *CURRENT SURVEY CONTROL
 CK6013  ___________________________________________________________________
 CK6013* NAD 83(1994)-  32 15 23.10002(N)    081 31 40.59135(W)     ADJUSTED  
 CK6013* NAVD 88     -        29.2    (meters)      96.     (feet)  VERTCON   
 CK6013  ___________________________________________________________________
 CK6013  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CK6013  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CK6013
 CK6013  HORZ ORDER  -  FIRST
 CK6013
 CK6013.The horizontal coordinates were established by classical geodetic methods
 CK6013.and adjusted by the National Geodetic Survey in September 1997..
 CK6013
 CK6013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6013
 CK6013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6013
 CK6013.The geoid height was determined by GEOID03.
 CK6013
 CK6013;                    North         East     Units Scale Factor Converg.
 CK6013;SPC GA E     -   250,326.856   260,181.046   MT  0.99994465   +0 20 27.3
 CK6013;SPC GA E     -   821,280.69    853,610.65   sFT  0.99994465   +0 20 27.3
 CK6013;UTM  17      - 3,568,980.400   450,272.026   MT  0.99963049   -0 16 54.4
 CK6013
 CK6013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6013!SPC GA E     -   1.00000021  x   0.99994465  =   0.99994486
 CK6013!UTM  17      -   1.00000021  x   0.99963049  =   0.99963070
 CK6013
 CK6013|---------------------------------------------------------------------|
 CK6013| PID    Reference Object                     Distance      Geod. Az  |
 CK6013|                                                           dddmmss.s |
 CK6013| CK6015 CANEY RM 1                           29.411 METERS 17308     |
 CK6013| CK6016 CANEY RM 2                           24.661 METERS 26749     |
 CK6013|---------------------------------------------------------------------|
 CK6013
 CK6013                          SUPERSEDED SURVEY CONTROL
 CK6013
 CK6013  NAD 83(1986)-  32 15 23.10966(N)    081 31 40.60127(W) AD(       ) 1
 CK6013  NGVD 29 (10/08/91)   29.4    (m)           96.     (f) VERT ANG       
 CK6013
 CK6013.Superseded values are not recommended for survey control.
 CK6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6013.See file dsdata.txt to determine how the superseded data were derived.
 CK6013
 CK6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5027268980(NAD 83)
 CK6013_MARKER: DD = SURVEY DISK
 CK6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6013+STABILITY: SURFACE MOTION
 CK6013
 CK6013  HISTORY     - Date     Condition        Report By
 CK6013  HISTORY     - 1982     MONUMENTED       GADT
 CK6013
 CK6013                          STATION DESCRIPTION
 CK6013
 CK6013'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6013'THE STATION IS LOCATED APPROXIMATELY 10.55 KM (6.55 MI) NORTHWEST
 CK6013'FROM BLITCHTON, 7.9 KM (4.9 MI) SOUTH-SOUTHEAST FROM STILSON, AND
 CK6013'16.3 KM (10.1 MI) NORTHEAST FROM PEMBROKE.
 CK6013'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6013'
 CK6013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CK6013'STATE ROUTE 46 (STATE ROUTE 119) NEAR THE BRYAN AND BULLOCH
 CK6013'COUNTY LINES, LOCATED 7.41 KM (4.6 MI) WEST-NORTHWEST FROM
 CK6013'BLITCHTON, GO NORTHWEST ALONG U.S. HIGHWAY 80 FOR 4.25 KM
 CK6013'(2.65 MI) TO THE STATION ON THE RIGHT.  CONTINUE GOING WEST
 CK6013'ALONG U.S. HIGHWAY 80 FOR 0.95 KM (0.6 MI) TO THE AZIMUTH
 CK6013'MARK ON THE LEFT.
 CK6013'
 CK6013'THE STATION IS A STANDARD GADT DISK
 CK6013'STAMPED---CANEY 1982---,
 CK6013'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6013'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6013'13.35 METERS (43.80 FT) EAST FROM THE CENTERLINE OF U.S. HIGHWAY
 CK6013'80,
 CK6013'9.02 METERS (29.60 FT) NORTH-NORTHWEST FROM A TWIN 8 INCH OAK
 CK6013'TREE,
 CK6013'31.79 METERS (104.3 FT) SOUTH FROM A 12 INCH OAK TREE,
 CK6013'27.04 METERS (88.70 FT) EAST FROM A LIGHT POLE ON THE WEST SIDE
 CK6013'OF THE HIGHWAY, AND
 CK6013'1.1 METERS (3.6 FT) WEST FROM A METAL WITNESS POST.
 CK6013'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6013'STAMPED---CANEY 1982---,
 CK6013'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6013'
 CK6013'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6013'STAMPED---CANEY 1982 NO 1---,
 CK6013'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6013'FLUSH WITH GROUND.  IT IS LOCATED
 CK6013'13.50 METERS (44.30 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 CK6013'21.82 METERS (71.60 FT) SOUTH-SOUTHWEST FROM THE TWIN 8 INCH
 CK6013'OAK TREE,
 CK6013'37.06 METERS (121.6 FT) EAST-NORTHEAST FROM A 15 INCH PINE TREE
 CK6013'ON THE SOUTHWEST SIDE OF THE HIGHWAY, AND
 CK6013'1.01 METERS (3.3 FT) WEST FROM A METAL WITNESS POST.
 CK6013'MARK IS LEVEL WITH STATION.
 CK6013'
 CK6013'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK6013'STAMPED---CANEY 1982 NK 2---,
 CK6013'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6013'RECESSED 5.0 CM BELOW THE GROUND.  IT IS LOCATED
 CK6013'11.37 METERS (37.30 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CK6013'39.29 METERS (128.9 FT) NORTH-NORTHEAST FROM THE 15 INCH PINE
 CK6013'TREE,
 CK6013'15.85 METERS (52.00 FT) SOUTH-SOUTHEAST FROM A 12 INCH CROOKED
 CK6013'PINE TREE, AND
 CK6013'0.7 METER (2.3 FT) EAST FROM A METAL WITNESS POST.
 CK6013'MARK IS BELOW STATION 0.3 METERS.
 CK6013'
 CK6013'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6013'STAMPED---CANEY 1982 AZ MK---,
 CK6013'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6013'FLUSH WITH GROUND.  IT IS LOCATED
 CK6013'7.65 METERS (25.10 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6013'HIGHWAY,
 CK6013'27.61 METERS (90.60 FT) WEST-NORTHWEST FROM A LIGHT POLE ON THE
 CK6013'NORTH SIDE OF THE HIGHWAY,
 CK6013'34.78 METERS (114.1 FT) SOUTHEAST FROM A 24 INCH FORKED OAK WITH
 CK6013'FORK 3 FEET ABOVE THE GROUND,
 CK6013'39.81 METERS (130.6 FT) NORTHWEST FROM THE NORTH END OF A 15
 CK6013'INCH CONCRETE PIPE UNDER A DRIVEWAY TO THE EAST ON THE EAST SIDE
 CK6013'OF THE HIGHWAY,
 CK6013'42.89 METERS (140.7 FT) NORTH FROM A LIGHT POLE, AND
 CK6013'1.01 METERS (3.3 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CK6013'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG U.S.
 CK6013'HIGHWAY 80 FOR 0.95 KM (0.6 MI) TO THE AZIMUTH MARK ON THE LEFT.
 CK6013'
 CK6013'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.5 METERS.
 CK6013'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BULLOCH
 CK6013'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6013'
 CK6013'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6014 ***********************************************************************
 CK6014  DESIGNATION -  CANEY AZ MK
 CK6014  PID         -  CK6014
 CK6014  STATE/COUNTY-  GA/BULLOCH
 CK6014  USGS QUAD   -  STILSON (1978)
 CK6014
 CK6014                         *CURRENT SURVEY CONTROL
 CK6014  ___________________________________________________________________
 CK6014* NAD 83(1994)-  32 15 53.31150(N)    081 31 45.79190(W)     ADJUSTED  
 CK6014* NAVD 88     -        29.     (meters)      95.     (feet)  VERTCON   
 CK6014  ___________________________________________________________________
 CK6014  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CK6014  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 CK6014
 CK6014  HORZ ORDER  -  SECOND
 CK6014
 CK6014.The horizontal coordinates were established by classical geodetic methods
 CK6014.and adjusted by the National Geodetic Survey in September 1997..
 CK6014
 CK6014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6014
 CK6014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6014
 CK6014.The geoid height was determined by GEOID03.
 CK6014
 CK6014;                    North         East     Units Scale Factor Converg.
 CK6014;SPC GA E     -   251,256.588   260,039.408   MT  0.99994444   +0 20 24.8
 CK6014;SPC GA E     -   824,330.99    853,145.96   sFT  0.99994444   +0 20 24.8
 CK6014;UTM  17      - 3,569,911.324   450,140.543   MT  0.99963066   -0 16 57.4
 CK6014
 CK6014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6014!SPC GA E     -   1.00000031  x   0.99994444  =   0.99994475
 CK6014!UTM  17      -   1.00000031  x   0.99963066  =   0.99963097
 CK6014
 CK6014                          SUPERSEDED SURVEY CONTROL
 CK6014
 CK6014  NAD 83(1986)-  32 15 53.32110(N)    081 31 45.80213(W) AD(       ) 2
 CK6014  NGVD 29 (10/08/91)   29.     (m)           95.     (f) VERT ANG       
 CK6014
 CK6014.Superseded values are not recommended for survey control.
 CK6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6014.See file dsdata.txt to determine how the superseded data were derived.
 CK6014
 CK6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR5014169911(NAD 83)
 CK6014_MARKER: DD = SURVEY DISK
 CK6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6014+STABILITY: SURFACE MOTION
 CK6014
 CK6014  HISTORY     - Date     Condition        Report By
 CK6014  HISTORY     - 1982     MONUMENTED       GADT
 CK6014
 CK6014                          STATION DESCRIPTION
 CK6014
 CK6014'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6014'THE STATION IS LOCATED 11.4 KM (7.1 MI) NORTHWEST OF BLITCHTON,
 CK6014'6.84 KM (4.25 MI) SOUTH-SOUTHEAST OF STILSON, AND 16.74 KM
 CK6014'(10.4 MI) NORTH-NORTHEAST OF PEMBROKE.
 CK6014'OWNERSHIP-- STATE OF GEORGIA RIGHT OF WAY.
 CK6014'
 CK6014'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CK6014'STATE ROUTE 46 (STATE ROUTE 119) NEAR THE BRYAN-BULLOCH COUNTY
 CK6014'LINE LOCATED 7.41 KM (4.6 MI) WEST-NORTHWEST OF BLITCHTON, GO
 CK6014'NORTHWEST ALONG U.S. HIGHWAY 80 FOR 4.25 KM (2.65 MI) TO THE
 CK6014'STATION ON THE LEFT.
 CK6014'
 CK6014'THE STATION IS A STANDARD GADT DISK
 CK6014'STAMPED---CANEY 1982 AZ MK---,
 CK6014'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25.4 CM IN DIAMETER
 CK6014'FLUSH WITH GROUND.  IT IS LOCATED
 CK6014'7.65 METERS (25.1 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 CK6014'HIGHWAY,
 CK6014'27.61 METERS (90.6 FT) WEST-NORTHWEST FROM A LIGHT POLE ON THE
 CK6014'EAST SIDE OF THE HIGHWAY,
 CK6014'34.78 METERS (114.1 FT) SOUTHEAST FROM A 24-INCH FORKED OAK TREE
 CK6014'WITH A FORK 3 FEET FROM GROUND,
 CK6014'39.81 METERS (130.6 FT) NORTHWEST FROM THE NORTH END OF A 15-INCH
 CK6014'CONCRETE PIPE UNDER A DRIVE WAY TO THE
 CK6014'EAST ON THE EAST SIDE OF THE HIGHWAY,
 CK6014'42.89 METERS (140.7 FT) NORTH FROM A LIGHT POLE, AND
 CK6014'1.01 METERS (3.3 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 CK6014'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6014'STAMPED---CANEY 1982 AZ MK---,
 CK6014'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6014'
 CK6014'DESCRIBED BY G.D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2054 ***********************************************************************
 BT2054  DESIGNATION -  CANNINGTON
 BT2054  PID         -  BT2054
 BT2054  STATE/COUNTY-  GA/STEWART
 BT2054  USGS QUAD   -  COUNTY LINE (1972)
 BT2054
 BT2054                         *CURRENT SURVEY CONTROL
 BT2054  ___________________________________________________________________
 BT2054* NAD 83(1994)-  31 58 35.45784(N)    084 49 58.26996(W)     ADJUSTED  
 BT2054* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 BT2054  ___________________________________________________________________
 BT2054  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BT2054  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BT2054
 BT2054  HORZ ORDER  -  FIRST
 BT2054
 BT2054.The horizontal coordinates were established by classical geodetic methods
 BT2054.and adjusted by the National Geodetic Survey in September 1997..
 BT2054
 BT2054.The orthometric height was scaled from a topographic map.
 BT2054
 BT2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2054
 BT2054.The geoid height was determined by GEOID03.
 BT2054
 BT2054;                    North         East     Units Scale Factor Converg.
 BT2054;SPC GA W     -   219,306.911   637,039.612   MT  0.99994887   -0 21 10.1
 BT2054;SPC GA W     -   719,509.42  2,090,020.79   sFT  0.99994887   -0 21 10.1
 BT2054;SPC AL E     -   164,137.339   294,560.984   MT  1.00007023   +0 31 47.5
 BT2054;UTM  16      - 3,539,884.124   704,772.400   MT  1.00011715   +1 08 53.0
 BT2054
 BT2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2054!SPC GA W     -   0.99997775  x   0.99994887  =   0.99992662
 BT2054!SPC AL E     -   0.99997775  x   1.00007023  =   1.00004797
 BT2054!UTM  16      -   0.99997775  x   1.00011715  =   1.00009489
 BT2054
 BT2054:                Primary Azimuth Mark                     Grid Az
 BT2054:SPC GA W     -  LUMPKIN MUN TANK                         024 02 00.1
 BT2054:SPC AL E     -  LUMPKIN MUN TANK                         023 09 02.5
 BT2054:UTM  16      -  LUMPKIN MUN TANK                         022 31 57.0
 BT2054
 BT2054|---------------------------------------------------------------------|
 BT2054| PID    Reference Object                     Distance      Geod. Az  |
 BT2054|                                                           dddmmss.s |
 BT2054| CM1877 LUMPKIN MUN TANK                    APPROX. 8.9 KM 0234050.0 |
 BT2054| CM1878 LUMPKIN STEWART CO COURTHOUSE       APPROX. 9.0 KM 0234519.2 |
 BT2054| CM1823 RICHLAND MUNICIPAL TANK             APPROX.19.9 KM 0512953.0 |
 BT2054| CY8739 CANNINGTON AZ MK                                   0514251.3 |
 BT2054| CY8741 CANNINGTON RM 2                      77.017 METERS 09627     |
 BT2054| CY8740 CANNINGTON RM 1                                    34228     |
 BT2054|---------------------------------------------------------------------|
 BT2054
 BT2054                          SUPERSEDED SURVEY CONTROL
 BT2054
 BT2054  NAD 83(1994)-  31 58 35.46412(N)    084 49 58.27100(W) AD(       ) 1
 BT2054  NAD 83(1986)-  31 58 35.46451(N)    084 49 58.26941(W) AD(       ) 1
 BT2054  NAD 27      -  31 58 34.89500(N)    084 49 58.54700(W) AD(       ) 1
 BT2054
 BT2054.Superseded values are not recommended for survey control.
 BT2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2054.See file dsdata.txt to determine how the superseded data were derived.
 BT2054
 BT2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA0477239884(NAD 83)
 BT2054_MARKER: DS = TRIANGULATION STATION DISK
 BT2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2054
 BT2054  HISTORY     - Date     Condition        Report By
 BT2054  HISTORY     - 1933     MONUMENTED       CGS
 BT2054
 BT2054                          STATION DESCRIPTION
 BT2054
 BT2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 BT2054'STATION IS 5-1/2 MILES SSW OF LUMPKIN, ON THE DOCTOR PERRY
 BT2054'PLANTATION, BETTER KNOWN AS THE BELL PLANTATIONS, AND OCCUPIED BY
 BT2054'J.D. CANINGTON.  THE MARK IS 154 FEET WNW OF THE NW CORNER OF THE
 BT2054'LOG BARN.  210 FEET SSE OF A 40-INCH OAK TREE IN FRONT OF THE HOUSE
 BT2054'AND 22 FEET NW OF THE EDGE OF AN ABANDONED WELL.  THE MARK PROJECTS 4
 BT2054'INCHES.
 BT2054'
 BT2054'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BT2054'BRONZE DISKS SET IN CONCRETE.
 BT2054'
 BT2054'REFERENCE MARK NO. 1 IS NNW OF THE STATION, 31 FEET S OF THE CENTER
 BT2054'LINE OF THE ROAD, 137 FEET NNE OF THE 40-INCH TREE MENTIONED ABOVE.
 BT2054'THE MARK PROJECTS 8 INCHES.
 BT2054'
 BT2054'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 91 FEET E OF THE NE
 BT2054'CORNER OF THE LOG BARN, 14 FEET W OF THE W EDGE OF A LARGE HOLE
 BT2054'FORMED BY THE CAVING IN OF A WELL.  THE MARK PROJECTS 3 INCHES.
 BT2054'
 BT2054'THE AZIMUTH MARK IS ENE OF THE STATION, 32 FEET S OF THE CENTER
 BT2054'LINE OF THE ROAD, 38.5 FEET W OF A 30-INCH OAK ON THE S EDGE OF THE
 BT2054'CUT, 18 FEET N OF A 3-STRAND WIRE FENCE.  THE MARK IS AT THE W END
 BT2054'OF A WOOD LOT, BETWEEN THE N EDGE OF A FIELD AND THE ROAD.  THE
 BT2054'MARK PROJECTS 5 INCHES.
 BT2054'
 BT2054'TO REACH THE STATION FROM CUTHBERT, GO N ON STATE HIGHWAY 1 ABOUT 16
 BT2054'MILES TO A SMALL FILLING STATION AND STORE IN THE SW ANGLE OF A
 BT2054'T-ROAD.  THIS STATION AND STORE IS JUST S OF TWO LOG CABINS ON THE
 BT2054'SAME SIDE OF THE ROAD.  THIS POINT IS ABOUT 4-3/4 MILES S OF LUMPKIN.
 BT2054'TURN W AND GO 1.55 MILES TO A HOUSE ON THE S SIDE OF THE ROAD.
 BT2054'THIS HOUSE IS THE FIRST ONE W OF THE WOOD LOT MENTIONED ABOVE.
 BT2054'TURN IN BY THE E END OF THE HOUSE AND FOLLOW ROAD TOWARD BARN TO
 BT2054'THE OLD ABANDONED WELL AND THE STATION.
 BT2054'
 BT2054'HEIGHT OF TOWER USED WAS 116 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1847 ***********************************************************************
 CM1847  DESIGNATION -  CANNON
 CM1847  PID         -  CM1847
 CM1847  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1847  USGS QUAD   -  BROOKLYN (1973)
 CM1847
 CM1847                         *CURRENT SURVEY CONTROL
 CM1847  ___________________________________________________________________
 CM1847* NAD 83(1994)-  32 14 51.41637(N)    084 42 11.22251(W)     ADJUSTED  
 CM1847* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CM1847  ___________________________________________________________________
 CM1847  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CM1847  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CM1847
 CM1847  HORZ ORDER  -  FIRST
 CM1847
 CM1847.The horizontal coordinates were established by classical geodetic methods
 CM1847.and adjusted by the National Geodetic Survey in September 1997..
 CM1847
 CM1847.The orthometric height was scaled from a topographic map.
 CM1847
 CM1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1847
 CM1847.The geoid height was determined by GEOID03.
 CM1847
 CM1847;                    North         East     Units Scale Factor Converg.
 CM1847;SPC GA W     -   249,298.234   649,450.527   MT  0.99993150   -0 17 10.5
 CM1847;SPC GA W     -   817,905.96  2,130,738.94   sFT  0.99993150   -0 17 10.5
 CM1847;UTM  16      - 3,570,197.664   716,392.908   MT  1.00017749   +1 13 33.8
 CM1847
 CM1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1847!SPC GA W     -   0.99997773  x   0.99993150  =   0.99990924
 CM1847!UTM  16      -   0.99997773  x   1.00017749  =   1.00015522
 CM1847
 CM1847|---------------------------------------------------------------------|
 CM1847| PID    Reference Object                     Distance      Geod. Az  |
 CM1847|                                                           dddmmss.s |
 CM1847| CY8742 CANNON RM                            14.350 METERS 14726     |
 CM1847| CM1853 RENFROE F                           172.483 METERS 28420     |
 CM1847| CM1913 CUSSETA                             APPROX. 9.0 KM 3203541.3 |
 CM1847| CM1775 RENFROE G                           328.074 METERS 34237     |
 CM1847|---------------------------------------------------------------------|
 CM1847
 CM1847                          SUPERSEDED SURVEY CONTROL
 CM1847
 CM1847  NAD 83(1994)-  32 14 51.42114(N)    084 42 11.22181(W) AD(       ) 1
 CM1847  NAD 83(1986)-  32 14 51.42163(N)    084 42 11.22157(W) AD(       ) 1
 CM1847  NAD 27      -  32 14 50.86800(N)    084 42 11.51300(W) AD(       ) 1
 CM1847
 CM1847.Superseded values are not recommended for survey control.
 CM1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1847.See file dsdata.txt to determine how the superseded data were derived.
 CM1847
 CM1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1639370198(NAD 83)
 CM1847_MARKER: DS = TRIANGULATION STATION DISK
 CM1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1847
 CM1847  HISTORY     - Date     Condition        Report By
 CM1847  HISTORY     - 1917     MONUMENTED       CGS
 CM1847
 CM1847                          STATION DESCRIPTION
 CM1847
 CM1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1847'ABOUT 1-1/2 MILES NORTH ALONG SEABOARD AIR LINE RAILWAY FROM
 CM1847'RENFROE DEPOT, ON A CULTIVATED HILL BELONGING TO MR. J.W.  HUDSON,
 CM1847'400 METERS (1312 FEET) EAST OF THE TRACKS, 600 METERS (1968 FEET)
 CM1847'NORTH OF MR. HUDSONS HOUSE, AND ON PROLONGATION OF NORTHERN
 CM1847'TANGENT TO EAST RAIL.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1847'REFERENCE MARK, A BOLT IN CONCRETE, IS AT THE
 CM1847'EDGE OF THE CULTIVATED LAND AND AT THE NORTH END OF A ROW OF PLUM
 CM1847'BUSHES, 14.35 METERS (47.1 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2616 ***********************************************************************
 DG2616  DESIGNATION -  CANNON
 DG2616  PID         -  DG2616
 DG2616  STATE/COUNTY-  GA/DE KALB
 DG2616  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG2616
 DG2616                         *CURRENT SURVEY CONTROL
 DG2616  ___________________________________________________________________
 DG2616* NAD 83(1994)-  33 43 59.04972(N)    084 17 12.11823(W)     ADJUSTED  
 DG2616* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 DG2616  ___________________________________________________________________
 DG2616  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DG2616  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG2616
 DG2616  HORZ ORDER  -  FIRST
 DG2616
 DG2616.The horizontal coordinates were established by classical geodetic methods
 DG2616.and adjusted by the National Geodetic Survey in September 1997..
 DG2616
 DG2616.The orthometric height was scaled from a topographic map.
 DG2616
 DG2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2616
 DG2616.The geoid height was determined by GEOID03.
 DG2616
 DG2616;                    North         East     Units Scale Factor Converg.
 DG2616;SPC GA W     -   413,905.180   688,877.335   MT  0.99990152   -0 03 60.0
 DG2616;SPC GA W     - 1,357,953.91  2,260,091.72   sFT  0.99990152   -0 03 60.0
 DG2616;UTM  16      - 3,735,866.821   751,384.739   MT  1.00037913   +1 30 27.2
 DG2616
 DG2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2616!SPC GA W     -   0.99995673  x   0.99990152  =   0.99985826
 DG2616!UTM  16      -   0.99995673  x   1.00037913  =   1.00033585
 DG2616
 DG2616:                Primary Azimuth Mark                     Grid Az
 DG2616:SPC GA W     -  STONE MOUNTAIN AIR BEACON                058 10 10.6
 DG2616:UTM  16      -  STONE MOUNTAIN AIR BEACON                056 35 43.4
 DG2616
 DG2616|---------------------------------------------------------------------|
 DG2616| PID    Reference Object                     Distance      Geod. Az  |
 DG2616|                                                           dddmmss.s |
 DG2616| DG2532 STONE MOUNTAIN AIR BEACON           APPROX.15.3 KM 0580610.6 |
 DG2616| DG2615 CANNON RESET 1940                    24.366 METERS 08317     |
 DG2616| CY9749 CANNON RM 1                          17.628 METERS 23203     |
 DG2616| CY9750 CANNON RM 2                          17.488 METERS 32659     |
 DG2616|---------------------------------------------------------------------|
 DG2616
 DG2616                          SUPERSEDED SURVEY CONTROL
 DG2616
 DG2616  NAD 83(1986)-  33 43 59.05470(N)    084 17 12.12086(W) AD(       ) 1
 DG2616  NAD 27      -  33 43 58.67500(N)    084 17 12.40000(W) AD(       ) 1
 DG2616
 DG2616.Superseded values are not recommended for survey control.
 DG2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2616.See file dsdata.txt to determine how the superseded data were derived.
 DG2616
 DG2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5138535867(NAD 83)
 DG2616_MARKER: DS = TRIANGULATION STATION DISK
 DG2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2616
 DG2616  HISTORY     - Date     Condition        Report By
 DG2616  HISTORY     - 1927     MONUMENTED       CGS
 DG2616  HISTORY     - 1940     SEE DESCRIPTION  GAGS
 DG2616  HISTORY     - 1953     MARK NOT FOUND   USGS
 DG2616
 DG2616                          STATION DESCRIPTION
 DG2616
 DG2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2616'STATION IS ABOUT 3 MILES S OF DECATUR.
 DG2616'
 DG2616'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2616'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2616'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG2616'
 DG2616'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 DG2616'CYLINDERS.
 DG2616'
 DG2616'TO REACH STATION GO OUT DE KALB AVENUE TO GEORGIA RAILROAD
 DG2616'STATION AT DECATUR, TURN RIGHT ON CANDLER STREET AND GO OUT 2.8
 DG2616'MILES TO DIRT ROAD (MC AFEE MILL ROAD) LEADING TO THE RIGHT,
 DG2616'TURN RIGHT AND GO 0.1 MILE TO TOP OF HILL.  THE MARK IS ABOUT
 DG2616'300 FEET N OF THE ROAD, IN A SMALL GROVE OF PINE TREES ON
 DG2616'PROPERTY OWNED BY J.T. MORGAN ESTATE.
 DG2616'
 DG2616'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 FEET.
 DG2616
 DG2616                          STATION RECOVERY (1940)
 DG2616
 DG2616'RECOVERY NOTE BY GEORGIA GEODETIC SURVEY 1940
 DG2616'DUE TO PROPOSED BUILDING, STATION CANNON 1927 WAS MOVED 79.940
 DG2616'FEET ON THE LINE 25 DEG 10 MIN 57.9 SEC IN CLOCKWISE DIRECTION
 DG2616'FROM THE STONE MOUNTAIN AVIATION BEACON (INITIAL) AND STAMPED
 DG2616'RESET 1940.
 DG2616
 DG2616                          STATION RECOVERY (1953)
 DG2616
 DG2616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 DG2616'STATION DESTROYED.  WATER TOWER BUILT ON BENCH MARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1774 ***********************************************************************
 CM1774  DESIGNATION -  CANNON A
 CM1774  PID         -  CM1774
 CM1774  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1774  USGS QUAD   -  GLEN ALTA (1983)
 CM1774
 CM1774                         *CURRENT SURVEY CONTROL
 CM1774  ___________________________________________________________________
 CM1774* NAD 83(1994)-  32 15 19.21471(N)    084 42 21.45027(W)     ADJUSTED  
 CM1774* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 CM1774  ___________________________________________________________________
 CM1774  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CM1774  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CM1774
 CM1774  HORZ ORDER  -  FIRST
 CM1774
 CM1774.The horizontal coordinates were established by classical geodetic methods
 CM1774.and adjusted by the National Geodetic Survey in September 1997..
 CM1774
 CM1774.The orthometric height was scaled from a topographic map.
 CM1774
 CM1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1774
 CM1774.The geoid height was determined by GEOID03.
 CM1774
 CM1774;                    North         East     Units Scale Factor Converg.
 CM1774;SPC GA W     -   250,155.782   649,187.114   MT  0.99993183   -0 17 16.2
 CM1774;SPC GA W     -   820,719.43  2,129,874.72   sFT  0.99993183   -0 17 16.2
 CM1774;UTM  16      - 3,571,048.169   716,106.882   MT  1.00017596   +1 13 29.2
 CM1774
 CM1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1774!SPC GA W     -   0.99998025  x   0.99993183  =   0.99991208
 CM1774!UTM  16      -   0.99998025  x   1.00017596  =   1.00015621
 CM1774
 CM1774|---------------------------------------------------------------------|
 CM1774| PID    Reference Object                     Distance      Geod. Az  |
 CM1774|                                                           dddmmss.s |
 CM1774| CY8743 CANNON A RM                          30.340 METERS 15917     |
 CM1774| CM1847 CANNON                              APPROX. 0.9 KM 1623812.5 |
 CM1774| CM1775 RENFROE G                           APPROX. 0.6 KM 1623914.0 |
 CM1774| CM0309 CANNON B                            APPROX. 0.5 KM 3290038.5 |
 CM1774|---------------------------------------------------------------------|
 CM1774
 CM1774                          SUPERSEDED SURVEY CONTROL
 CM1774
 CM1774  NAD 83(1994)-  32 15 19.21946(N)    084 42 21.44955(W) AD(       ) 1
 CM1774  NAD 83(1986)-  32 15 19.22020(N)    084 42 21.44943(W) AD(       ) 1
 CM1774  NAD 27      -  32 15 18.67400(N)    084 42 21.73200(W) AD(       ) 1
 CM1774
 CM1774.Superseded values are not recommended for survey control.
 CM1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1774.See file dsdata.txt to determine how the superseded data were derived.
 CM1774
 CM1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1610771048(NAD 83)
 CM1774_MARKER: DS = TRIANGULATION STATION DISK
 CM1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1774
 CM1774  HISTORY     - Date     Condition        Report By
 CM1774  HISTORY     - 1917     MONUMENTED       CGS
 CM1774
 CM1774                          STATION DESCRIPTION
 CM1774
 CM1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1774'ABOUT 2-1/4 MILES NORTH ALONG SEABOARD AIR LINE RAILWAY FROM
 CM1774'RENFROE STATION, AT THE SOUTH END OF A CURVE IN A CUT, 150 METERS
 CM1774'(492 FEET) NORTH OF MILEPOST 26, ON THE PROLONGATION OF THE
 CM1774'SOUTHERN TANGENT TO THE CURVE OF THE EAST RAIL, 40 METERS (131
 CM1774'FEET) FROM POINT OF TANGENCY, 1.85 METERS (6.1 FEET) EAST OF EAST
 CM1774'RAIL.  STATION AND UNDERGROUND MARKS ARE SET.
 CM1774'REFERENCE MARK, A NAIL OR BOLT IN A CONCRETE MOUND, IS 2.04
 CM1774'METERS (6.7 FEET) EAST OF EAST RAIL AND 30.34 METERS (99.5 FEET)
 CM1774'FROM STATION.  IN 1922 THE REFERENCE
 CM1774'MARK WAS REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0309 ***********************************************************************
 CM0309  DESIGNATION -  CANNON B
 CM0309  PID         -  CM0309
 CM0309  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM0309  USGS QUAD   -  GLEN ALTA (1983)
 CM0309
 CM0309                         *CURRENT SURVEY CONTROL
 CM0309  ___________________________________________________________________
 CM0309* NAD 83(1994)-  32 15 33.54195(N)    084 42 31.57729(W)     ADJUSTED  
 CM0309* NAVD 88     -       145.050  (meters)     475.88   (feet)  POSTED    
 CM0309  ___________________________________________________________________
 CM0309  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CM0309  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CM0309  DYNAMIC HT  -         144.890 (meters)     475.36  (feet)  COMP
 CM0309  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CM0309
 CM0309  HORZ ORDER  -  FIRST
 CM0309  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CM0309
 CM0309.The horizontal coordinates were established by classical geodetic methods
 CM0309.and adjusted by the National Geodetic Survey in September 1997..
 CM0309
 CM0309.The orthometric height was determined by differential leveling
 CM0309.and adjusted by the National Geodetic Survey in 1992..
 CM0309.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CM0309.rate of 4.1 thru 8.0 mm/km.
 CM0309
 CM0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM0309
 CM0309.The geoid height was determined by GEOID03.
 CM0309
 CM0309.The dynamic height is computed by dividing the NAVD 88
 CM0309.geopotential number by the normal gravity value computed on the
 CM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0309.degrees latitude (g = 980.6199 gals.).
 CM0309
 CM0309.The modeled gravity was interpolated from observed gravity values.
 CM0309
 CM0309;                    North         East     Units Scale Factor Converg.
 CM0309;SPC GA W     -   250,598.405   648,924.288   MT  0.99993216   -0 17 21.7
 CM0309;SPC GA W     -   822,171.60  2,129,012.43   sFT  0.99993216   -0 17 21.7
 CM0309;UTM  16      - 3,571,483.806   715,832.397   MT  1.00017450   +1 13 24.3
 CM0309
 CM0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM0309!SPC GA W     -   0.99998134  x   0.99993216  =   0.99991350
 CM0309!UTM  16      -   0.99998134  x   1.00017450  =   1.00015583
 CM0309
 CM0309:                Primary Azimuth Mark                     Grid Az
 CM0309:SPC GA W     -  CANNON A                                 149 17 54.8
 CM0309:UTM  16      -  CANNON A                                 147 47 08.8
 CM0309
 CM0309|---------------------------------------------------------------------|
 CM0309| PID    Reference Object                     Distance      Geod. Az  |
 CM0309|                                                           dddmmss.s |
 CM0309| CM1774 CANNON A                            APPROX. 0.5 KM 1490033.1 |
 CM0309| CY8744 CANNON B RM                          18.130 METERS 17306     |
 CM0309|---------------------------------------------------------------------|
 CM0309
 CM0309                          SUPERSEDED SURVEY CONTROL
 CM0309
 CM0309  NAD 83(1994)-  32 15 33.54668(N)    084 42 31.57656(W) AD(       ) 1
 CM0309  NAD 83(1986)-  32 15 33.54755(N)    084 42 31.57654(W) AD(       ) 1
 CM0309  NAD 27      -  32 15 33.00100(N)    084 42 31.85800(W) AD(       ) 1
 CM0309  NGVD 29 (??/??/92)  145.093  (m)          476.03   (f) ADJ UNCH    1 2
 CM0309
 CM0309.Superseded values are not recommended for survey control.
 CM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0309.See file dsdata.txt to determine how the superseded data were derived.
 CM0309
 CM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1583271484(NAD 83)
 CM0309_MARKER: DS = TRIANGULATION STATION DISK
 CM0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0309_STAMPING: CANNON B 1917
 CM0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0309+STABILITY: SURFACE MOTION
 CM0309
 CM0309  HISTORY     - Date     Condition        Report By
 CM0309  HISTORY     - 1917     MONUMENTED       CGS
 CM0309  HISTORY     - 1958     GOOD             NGS
 CM0309
 CM0309                          STATION DESCRIPTION
 CM0309
 CM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM0309'ABOUT 2-1/3 MILES NORTH ALONG SEABOARD AIR LINE RAILWAY FROM
 CM0309'RENFROE STATION, AT THE CURVE 1/3 MILE NORTH OF MILEPOST 26, 2
 CM0309'METERS (7 FEET) SOUTH OF A CORRUGATED IRON CULVERT WHICH CROSSES
 CM0309'UNDER THE TRACKS, 6 METERS (20 FEET) WEST FROM OF 8-INCH SYCAMORE
 CM0309'TREE, 2.51 METERS (8.2 FEET) EAST OF EAST RAIL, IN A SMALL GULLY,
 CM0309'1-1/2 FEET BELOW RAIL.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM0309'REFERENCE MARK, A BOLT IN A CONCRETE MOUND, IS
 CM0309'20 METERS (66 FEET) SOUTH OF THE CORRUGATED IRON CULVERT, 6.95
 CM0309'METERS (22.8 FEET) WEST OF WEST RAIL, 18.13 METERS (59.5 FEET) FROM
 CM0309'STATION.
 CM0309
 CM0309                          STATION RECOVERY (1958)
 CM0309
 CM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CM0309'6.8 MI SE FROM CUSSETA.
 CM0309'ABOUT 6.8 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0309'FROM THE COURT HOUSE AT CUSSETA, ABOUT 0.3 MILE NORTH OF MILE
 CM0309'POST 26, AT THE ELEVENTH TELEPHONE POLE NORTH OF THE MILE POST,
 CM0309'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS TO THE SOUTH AND
 CM0309'NORTHWEST AND AT ABOUT THE CENTER OF THE CURVE, 8.2 FEET NORTHEAST
 CM0309'OF THE NORTHEAST RAIL, 12 FEET SOUTHWEST OF THE NORTHEAST END OF
 CM0309'A 30-INCH PIPE CULVERT, 9 FEET SOUTH OF THE CENTER OF PIPE CULVERT
 CM0309'FROM WHERE IT GOES UNDERGROUND, ABOUT 3 1/2 FEET BELOW THE LEVEL
 CM0309'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 18 INCHES UNDER
 CM0309'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1773 ***********************************************************************
 CM1773  DESIGNATION -  CANNON C
 CM1773  PID         -  CM1773
 CM1773  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1773  USGS QUAD   -  GLEN ALTA (1983)
 CM1773
 CM1773                         *CURRENT SURVEY CONTROL
 CM1773  ___________________________________________________________________
 CM1773* NAD 83(1994)-  32 15 48.34586(N)    084 42 46.37353(W)     ADJUSTED  
 CM1773* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 CM1773  ___________________________________________________________________
 CM1773  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CM1773  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CM1773
 CM1773  HORZ ORDER  -  FIRST
 CM1773
 CM1773.The horizontal coordinates were established by classical geodetic methods
 CM1773.and adjusted by the National Geodetic Survey in September 1997..
 CM1773
 CM1773.The orthometric height was scaled from a topographic map.
 CM1773
 CM1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1773
 CM1773.The geoid height was determined by GEOID03.
 CM1773
 CM1773;                    North         East     Units Scale Factor Converg.
 CM1773;SPC GA W     -   251,056.339   648,539.364   MT  0.99993265   -0 17 29.7
 CM1773;SPC GA W     -   823,674.01  2,127,749.56   sFT  0.99993265   -0 17 29.7
 CM1773;UTM  16      - 3,571,931.525   715,435.421   MT  1.00017239   +1 13 16.9
 CM1773
 CM1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1773!SPC GA W     -   0.99998653  x   0.99993265  =   0.99991918
 CM1773!UTM  16      -   0.99998653  x   1.00017239  =   1.00015892
 CM1773
 CM1773|---------------------------------------------------------------------|
 CM1773| PID    Reference Object                     Distance      Geod. Az  |
 CM1773|                                                           dddmmss.s |
 CM1773| CY8745 CANNON C RM                          25.110 METERS 01632     |
 CM1773| CM1772 CANNON D                            APPROX. 0.8 KM 3563519.0 |
 CM1773|---------------------------------------------------------------------|
 CM1773
 CM1773                          SUPERSEDED SURVEY CONTROL
 CM1773
 CM1773  NAD 83(1994)-  32 15 48.35057(N)    084 42 46.37278(W) AD(       ) 1
 CM1773  NAD 83(1986)-  32 15 48.35154(N)    084 42 46.37290(W) AD(       ) 1
 CM1773  NAD 27      -  32 15 47.80600(N)    084 42 46.65400(W) AD(       ) 1
 CM1773
 CM1773.Superseded values are not recommended for survey control.
 CM1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1773.See file dsdata.txt to determine how the superseded data were derived.
 CM1773
 CM1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1543571932(NAD 83)
 CM1773_MARKER: DS = TRIANGULATION STATION DISK
 CM1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1773
 CM1773  HISTORY     - Date     Condition        Report By
 CM1773  HISTORY     - 1917     MONUMENTED       CGS
 CM1773
 CM1773                          STATION DESCRIPTION
 CM1773
 CM1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1773'ABOUT 2-3/4 MILES NORTH ALONG SEABOARD AIR LINE RAILWAY FROM
 CM1773'RENFROE STATION AT A CUT 1/4 MILE SOUTH OF MILEPOST 25, ON THE
 CM1773'PROLONGATION OF THE NORTHERN TANGENT TO THE CURVE OF WEST RAIL OF
 CM1773'THE TRACK, 35 METERS (115 FEET) FROM POINT OF TANGENCY, 1.07
 CM1773'METERS (3.5 FEET) WEST OF WEST RAIL.  SURFACE AND UNDERGROUND MARKS
 CM1773'ARE SET.  REFERENCE MARK, A BOLT IN A
 CM1773'CONCRETE MOUND, IS 50 METERS (164 FEET) SOUTH OF A WHISTLING POST,
 CM1773'6.67 METERS (21.9 FEET) EAST OF EAST RAIL, 25.11 METERS (82.4 FEET)
 CM1773'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1772 ***********************************************************************
 CM1772  DESIGNATION -  CANNON D
 CM1772  PID         -  CM1772
 CM1772  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1772  USGS QUAD   -  GLEN ALTA (1983)
 CM1772
 CM1772                         *CURRENT SURVEY CONTROL
 CM1772  ___________________________________________________________________
 CM1772* NAD 83(1994)-  32 16 15.61783(N)    084 42 48.28700(W)     ADJUSTED  
 CM1772* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CM1772  ___________________________________________________________________
 CM1772  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CM1772  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CM1772
 CM1772  HORZ ORDER  -  FIRST
 CM1772
 CM1772.The horizontal coordinates were established by classical geodetic methods
 CM1772.and adjusted by the National Geodetic Survey in September 1997..
 CM1772
 CM1772.The orthometric height was scaled from a topographic map.
 CM1772
 CM1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1772
 CM1772.The geoid height was determined by GEOID03.
 CM1772
 CM1772;                    North         East     Units Scale Factor Converg.
 CM1772;SPC GA W     -   251,896.590   648,493.566   MT  0.99993270   -0 17 30.9
 CM1772;SPC GA W     -   826,430.73  2,127,599.31   sFT  0.99993270   -0 17 30.9
 CM1772;UTM  16      - 3,572,770.475   715,367.436   MT  1.00017202   +1 13 16.8
 CM1772
 CM1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1772!SPC GA W     -   0.99998261  x   0.99993270  =   0.99991531
 CM1772!UTM  16      -   0.99998261  x   1.00017202  =   1.00015463
 CM1772
 CM1772|---------------------------------------------------------------------|
 CM1772| PID    Reference Object                     Distance      Geod. Az  |
 CM1772|                                                           dddmmss.s |
 CM1772| CY8746 CANNON D RM                          20.880 METERS 02051     |
 CM1772| CM1773 CANNON C                            APPROX. 0.8 KM 1763518.0 |
 CM1772|---------------------------------------------------------------------|
 CM1772
 CM1772                          SUPERSEDED SURVEY CONTROL
 CM1772
 CM1772  NAD 83(1994)-  32 16 15.62251(N)    084 42 48.28624(W) AD(       ) 1
 CM1772  NAD 83(1986)-  32 16 15.62352(N)    084 42 48.28636(W) AD(       ) 1
 CM1772  NAD 27      -  32 16 15.07800(N)    084 42 48.56700(W) AD(       ) 1
 CM1772
 CM1772.Superseded values are not recommended for survey control.
 CM1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1772.See file dsdata.txt to determine how the superseded data were derived.
 CM1772
 CM1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1536772770(NAD 83)
 CM1772_MARKER: DS = TRIANGULATION STATION DISK
 CM1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1772
 CM1772  HISTORY     - Date     Condition        Report By
 CM1772  HISTORY     - 1917     MONUMENTED       CGS
 CM1772
 CM1772                          STATION DESCRIPTION
 CM1772
 CM1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1772'ABOUT 1 MILE ALONG SEABOARD AIR LINE RAILWAY FROM MANTA STATION, AT
 CM1772'THE FIRST CURVE 1/2 MILE SOUTH OF MILEPOST 24, AT THE INTERSECTION
 CM1772'OF THE PROLONGATION OF THE SOUTHERN TANGENT TO THE CURVE OF THE
 CM1772'WEST RAIL AND THE NORTHERN TANGENT TO THE CURVE OF THE EAST RAIL,
 CM1772'1.27 METERS (4.2 FEET) EAST OF EAST RAIL.  SURFACE AND UNDERGROUND
 CM1772'MARKS ARE SET.  REFERENCE MARK, A BOLT IN
 CM1772'A MOUND OF CONCRETE, IS 20 METERS (66 FEET) NORTH OF NORTH END OF A
 CM1772'CUT, 10.75 METERS (35.3 FEET) EAST OF EAST RAIL, AND 20.88 METERS
 CM1772'(68.5 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1770 ***********************************************************************
 CM1770  DESIGNATION -  CANNON E
 CM1770  PID         -  CM1770
 CM1770  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1770  USGS QUAD   -  GLEN ALTA (1983)
 CM1770
 CM1770                         *CURRENT SURVEY CONTROL
 CM1770  ___________________________________________________________________
 CM1770* NAD 83(1994)-  32 16 51.37833(N)    084 42 53.93553(W)     ADJUSTED  
 CM1770* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 CM1770  ___________________________________________________________________
 CM1770  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CM1770  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CM1770
 CM1770  HORZ ORDER  -  FIRST
 CM1770
 CM1770.The horizontal coordinates were established by classical geodetic methods
 CM1770.and adjusted by the National Geodetic Survey in September 1997..
 CM1770
 CM1770.The orthometric height was scaled from a topographic map.
 CM1770
 CM1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1770
 CM1770.The geoid height was determined by GEOID03.
 CM1770
 CM1770;                    North         East     Units Scale Factor Converg.
 CM1770;SPC GA W     -   252,998.795   648,351.382   MT  0.99993289   -0 17 34.2
 CM1770;SPC GA W     -   830,046.88  2,127,132.83   sFT  0.99993289   -0 17 34.2
 CM1770;UTM  16      - 3,573,868.802   715,196.148   MT  1.00017111   +1 13 15.0
 CM1770
 CM1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1770!SPC GA W     -   0.99998073  x   0.99993289  =   0.99991362
 CM1770!UTM  16      -   0.99998073  x   1.00017111  =   1.00015184
 CM1770
 CM1770|---------------------------------------------------------------------|
 CM1770| PID    Reference Object                     Distance      Geod. Az  |
 CM1770|                                                           dddmmss.s |
 CM1770| CY8747 CANNON E RM                          28.630 METERS 00337     |
 CM1770| CM1771 CANNON F                            481.366 METERS 0122900.0 |
 CM1770| CM1772 CANNON D                            APPROX. 1.1 KM 1722123.9 |
 CM1770|---------------------------------------------------------------------|
 CM1770
 CM1770                          SUPERSEDED SURVEY CONTROL
 CM1770
 CM1770  NAD 83(1994)-  32 16 51.38297(N)    084 42 53.93475(W) AD(       ) 1
 CM1770  NAD 83(1986)-  32 16 51.38400(N)    084 42 53.93486(W) AD(       ) 1
 CM1770  NAD 27      -  32 16 50.84000(N)    084 42 54.21500(W) AD(       ) 1
 CM1770
 CM1770.Superseded values are not recommended for survey control.
 CM1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1770.See file dsdata.txt to determine how the superseded data were derived.
 CM1770
 CM1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1519673869(NAD 83)
 CM1770_MARKER: DS = TRIANGULATION STATION DISK
 CM1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1770
 CM1770  HISTORY     - Date     Condition        Report By
 CM1770  HISTORY     - 1917     MONUMENTED       CGS
 CM1770
 CM1770                          STATION DESCRIPTION
 CM1770
 CM1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1770'ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY 1/4 MILE SOUTH OF
 CM1770'MANTA STATION, AT THE CURVE AT MILEPOST 24, ON THE PROLONGATION OF
 CM1770'THE SOUTHERN TANGENT TO THE CURVE OF EAST RAIL OF THE MAIN TRACK AND
 CM1770'50 METERS (164 FEET) FROM POINT OF TANGENCY, 3.09 METERS (10.1
 CM1770'FEET) WEST OF WEST RAIL.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1770'REFERENCE MARK, A BOLT IN A CONCRETE MOUND, IS
 CM1770'30 METERS (98 FEET) SOUTH OF THE NORTH END OF A CUT, 2.55 METERS
 CM1770'(8.4 FEET) WEST OF WEST RAIL, AND 28.63 METERS (93.9 FEET) FROM
 CM1770'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1771 ***********************************************************************
 CM1771  DESIGNATION -  CANNON F
 CM1771  PID         -  CM1771
 CM1771  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1771  USGS QUAD   -  GLEN ALTA (1983)
 CM1771
 CM1771                         *CURRENT SURVEY CONTROL
 CM1771  ___________________________________________________________________
 CM1771* NAD 83(1994)-  32 17 06.63599(N)    084 42 49.95907(W)     ADJUSTED  
 CM1771* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 CM1771  ___________________________________________________________________
 CM1771  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CM1771  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CM1771
 CM1771  HORZ ORDER  -  FIRST
 CM1771
 CM1771.The horizontal coordinates were established by classical geodetic methods
 CM1771.and adjusted by the National Geodetic Survey in September 1997..
 CM1771
 CM1771.The orthometric height was scaled from a topographic map.
 CM1771
 CM1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1771
 CM1771.The geoid height was determined by GEOID03.
 CM1771
 CM1771;                    North         East     Units Scale Factor Converg.
 CM1771;SPC GA W     -   253,468.212   648,457.826   MT  0.99993275   -0 17 32.2
 CM1771;SPC GA W     -   831,586.96  2,127,482.05   sFT  0.99993275   -0 17 32.2
 CM1771;UTM  16      - 3,574,340.980   715,290.177   MT  1.00017161   +1 13 17.6
 CM1771
 CM1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1771!SPC GA W     -   0.99998026  x   0.99993275  =   0.99991301
 CM1771!UTM  16      -   0.99998026  x   1.00017161  =   1.00015187
 CM1771
 CM1771:                Primary Azimuth Mark                     Grid Az
 CM1771:SPC GA W     -  CANNON E                                 192 46 34.4
 CM1771:UTM  16      -  CANNON E                                 191 15 44.6
 CM1771
 CM1771|---------------------------------------------------------------------|
 CM1771| PID    Reference Object                     Distance      Geod. Az  |
 CM1771|                                                           dddmmss.s |
 CM1771| CM1770 CANNON E                            481.366 METERS 1922902.2 |
 CM1771| CY8748 CANNON F RM                          19.730 METERS 32116     |
 CM1771| CM1769 CANNON G                            426.900 METERS 3310730.0 |
 CM1771|---------------------------------------------------------------------|
 CM1771
 CM1771                          SUPERSEDED SURVEY CONTROL
 CM1771
 CM1771  NAD 83(1994)-  32 17 06.64062(N)    084 42 49.95829(W) AD(       ) 1
 CM1771  NAD 83(1986)-  32 17 06.64158(N)    084 42 49.95840(W) AD(       ) 1
 CM1771  NAD 27      -  32 17 06.09800(N)    084 42 50.23800(W) AD(       ) 1
 CM1771
 CM1771.Superseded values are not recommended for survey control.
 CM1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1771.See file dsdata.txt to determine how the superseded data were derived.
 CM1771
 CM1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1529074341(NAD 83)
 CM1771_MARKER: DS = TRIANGULATION STATION DISK
 CM1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1771
 CM1771  HISTORY     - Date     Condition        Report By
 CM1771  HISTORY     - 1917     MONUMENTED       CGS
 CM1771
 CM1771                          STATION DESCRIPTION
 CM1771
 CM1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1771'AT MANTA STATION ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY,
 CM1771'11.3 METERS (37.1 FEET) EAST FROM SOUTHEAST CORNER OF SHED USED AS
 CM1771'DEPOT, 18.2 METERS (60 FEET) SOUTH OF SOUTH SIDE OF B.C. WYETTS
 CM1771'STORE, 15.96 METERS (52.4 FEET) EAST OF EAST RAIL OF TRACK.
 CM1771'SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1771'REFERENCE MARK, A BOLT IN A CONCRETE MOUND, IS 2.1 METERS (7 FEET)
 CM1771'NORTH OF NORTH SIDE OF DEPOT, 3.9 METERS (13 FEET) WEST OF WYETTS
 CM1771'STORE, 6.82 METERS (22.4 FEET) EAST OF EAST RAIL, 19.73 METERS
 CM1771'(64.7 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1769 ***********************************************************************
 CM1769  DESIGNATION -  CANNON G
 CM1769  PID         -  CM1769
 CM1769  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1769  USGS QUAD   -  GLEN ALTA (1983)
 CM1769
 CM1769                         *CURRENT SURVEY CONTROL
 CM1769  ___________________________________________________________________
 CM1769* NAD 83(1994)-  32 17 18.77184(N)    084 42 57.83776(W)     ADJUSTED  
 CM1769* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CM1769  ___________________________________________________________________
 CM1769  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 CM1769  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CM1769
 CM1769  HORZ ORDER  -  FIRST
 CM1769
 CM1769.The horizontal coordinates were established by classical geodetic methods
 CM1769.and adjusted by the National Geodetic Survey in September 1997..
 CM1769
 CM1769.The orthometric height was scaled from a topographic map.
 CM1769
 CM1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1769
 CM1769.The geoid height was determined by GEOID03.
 CM1769
 CM1769;                    North         East     Units Scale Factor Converg.
 CM1769;SPC GA W     -   253,843.060   648,253.599   MT  0.99993301   -0 17 36.6
 CM1769;SPC GA W     -   832,816.77  2,126,812.02   sFT  0.99993301   -0 17 36.6
 CM1769;UTM  16      - 3,574,710.389   715,076.067   MT  1.00017048   +1 13 13.8
 CM1769
 CM1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1769!SPC GA W     -   0.99997979  x   0.99993301  =   0.99991281
 CM1769!UTM  16      -   0.99997979  x   1.00017048  =   1.00015027
 CM1769
 CM1769|---------------------------------------------------------------------|
 CM1769| PID    Reference Object                     Distance      Geod. Az  |
 CM1769|                                                           dddmmss.s |
 CM1769| CY8749 CANNON G RM                          20.580 METERS 05038     |
 CM1769| CM1771 CANNON F                            426.900 METERS 1510725.8 |
 CM1769| CM1768 MANTA                               470.093 METERS 3393126.2 |
 CM1769|---------------------------------------------------------------------|
 CM1769
 CM1769                          SUPERSEDED SURVEY CONTROL
 CM1769
 CM1769  NAD 83(1994)-  32 17 18.77646(N)    084 42 57.83696(W) AD(       ) 1
 CM1769  NAD 83(1986)-  32 17 18.77751(N)    084 42 57.83711(W) AD(       ) 1
 CM1769  NAD 27      -  32 17 18.23500(N)    084 42 58.11600(W) AD(       ) 1
 CM1769
 CM1769.Superseded values are not recommended for survey control.
 CM1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1769.See file dsdata.txt to determine how the superseded data were derived.
 CM1769
 CM1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1507674710(NAD 83)
 CM1769_MARKER: DS = TRIANGULATION STATION DISK
 CM1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1769
 CM1769  HISTORY     - Date     Condition        Report By
 CM1769  HISTORY     - 1917     MONUMENTED       CGS
 CM1769
 CM1769                          STATION DESCRIPTION
 CM1769
 CM1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1769'ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY, AT THE NORTH END OF
 CM1769'THE FIRST CURVE, 1/4 MILE NORTH OF MANTA RAILWAY STATION, 23 METERS
 CM1769'(75 FEET) WEST OF TRACK, ON THE EAST SLOPE OF A HILL AND 20 FEET
 CM1769'ABOVE TRACK.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1769'REFERENCE MARK, A BOLT IN A CONCRETE MOUND, IS 6 METERS
 CM1769'(20 FEET) WEST OF TRACK AND ON LINE WITH TELEPHONE POLES PARALLEL
 CM1769'TO THE TRACK, 13 FEET ABOVE TRACK, 20.58 METERS (67.5 FEET) FROM
 CM1769'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1493 ***********************************************************************
 ED1493  DESIGNATION -  CANNON MUN TANK
 ED1493  PID         -  ED1493
 ED1493  STATE/COUNTY-  GA/FRANKLIN
 ED1493  USGS QUAD   -  ROYSTON (1959)
 ED1493
 ED1493                         *CURRENT SURVEY CONTROL
 ED1493  ___________________________________________________________________
 ED1493* NAD 83(1994)-  34 20 47.71062(N)    083 06 38.60963(W)     ADJUSTED  
 ED1493* NAVD 88     -                                                        
 ED1493  ___________________________________________________________________
 ED1493  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 ED1493  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ED1493
 ED1493  HORZ ORDER  -  THIRD
 ED1493
 ED1493.The horizontal coordinates were established by classical geodetic methods
 ED1493.and adjusted by the National Geodetic Survey in September 1997..
 ED1493
 ED1493
 ED1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1493
 ED1493.The geoid height was determined by GEOID03.
 ED1493
 ED1493;                    North         East     Units Scale Factor Converg.
 ED1493;SPC GA E     -   482,348.837   113,146.441   MT  0.99999295   -0 31 57.6
 ED1493;SPC GA E     - 1,582,506.14    371,214.62   sFT  0.99999295   -0 31 57.6
 ED1493;UTM  17      - 3,802,603.980   305,858.251   MT  1.00006461   -1 11 28.5
 ED1493
 ED1493                          SUPERSEDED SURVEY CONTROL
 ED1493
 ED1493  NAD 83(1986)-  34 20 47.71858(N)    083 06 38.60876(W) AD(       ) 4
 ED1493  NAD 27      -  34 20 47.35006(N)    083 06 39.07708(W) AD(       ) 3
 ED1493
 ED1493.Superseded values are not recommended for survey control.
 ED1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1493.See file dsdata.txt to determine how the superseded data were derived.
 ED1493
 ED1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0585802604(NAD 83)
 ED1493_MARKER: 53 = ELEVATED TANK
 ED1493
 ED1493  HISTORY     - Date     Condition        Report By
 ED1493  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1493
 ED1493                          STATION DESCRIPTION
 ED1493
 ED1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1493'THE STATION IS THE BALL TOP CENTER OF THE CANNON MUNICIPAL WATER
 ED1493'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A UMBRELLA TOP AND
 ED1493'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TRUSS-WORK LEGS.  IT IS
 ED1493'SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ED1493'
 ED1493'LOCATED IN THE APPROXIMATE CENTER OF CANNON, ABOUT 300 FEET
 ED1493'NORTHWEST OF THE POST OFFICE, 300 FEET NORTHEAST OF STATE HIGHWAY
 ED1493'17, 110 FEET SOUTHEAST OF A PAVED STREET AND 60 FEET SOUTHWEST
 ED1493'OF A PAVED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2615 ***********************************************************************
 DG2615  DESIGNATION -  CANNON RESET 1940
 DG2615  PID         -  DG2615
 DG2615  STATE/COUNTY-  GA/DE KALB
 DG2615  USGS QUAD   -  SOUTHEAST ATLANTA (1993)
 DG2615
 DG2615                         *CURRENT SURVEY CONTROL
 DG2615  ___________________________________________________________________
 DG2615* NAD 83(1994)-  33 43 59.14218(N)    084 17 11.17818(W)     ADJUSTED  
 DG2615* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 DG2615  ___________________________________________________________________
 DG2615  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DG2615  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG2615
 DG2615  HORZ ORDER  -  SECOND
 DG2615
 DG2615.The horizontal coordinates were established by classical geodetic methods
 DG2615.and adjusted by the National Geodetic Survey in September 1997..
 DG2615
 DG2615.The orthometric height was scaled from a topographic map.
 DG2615
 DG2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2615
 DG2615.The geoid height was determined by GEOID03.
 DG2615
 DG2615;                    North         East     Units Scale Factor Converg.
 DG2615;SPC GA W     -   413,908.000   688,901.535   MT  0.99990152   -0 03 59.4
 DG2615;SPC GA W     - 1,357,963.16  2,260,171.12   sFT  0.99990152   -0 03 59.4
 DG2615;UTM  16      - 3,735,870.307   751,408.864   MT  1.00037928   +1 30 27.7
 DG2615
 DG2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2615!SPC GA W     -   0.99995673  x   0.99990152  =   0.99985826
 DG2615!UTM  16      -   0.99995673  x   1.00037928  =   1.00033600
 DG2615
 DG2615                          SUPERSEDED SURVEY CONTROL
 DG2615
 DG2615  NAD 83(1986)-  33 43 59.14716(N)    084 17 11.18082(W) AD(       ) 2
 DG2615  NAD 27      -  33 43 58.76700(N)    084 17 11.46000(W) AD(       ) 2
 DG2615
 DG2615.Superseded values are not recommended for survey control.
 DG2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2615.See file dsdata.txt to determine how the superseded data were derived.
 DG2615
 DG2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5140935870(NAD 83)
 DG2615_MARKER: DS = TRIANGULATION STATION DISK
 DG2615_SETTING: 0 = UNSPECIFIED SETTING
 DG2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2615
 DG2615  HISTORY     - Date     Condition        Report By
 DG2615  HISTORY     - 1940     MONUMENTED       GAGS
 DG2615  HISTORY     - 1953     GOOD             CGS
 DG2615
 DG2615                          STATION DESCRIPTION
 DG2615
 DG2615'DESCRIBED BY GEORGIA GEODETIC SURVEY 1940
 DG2615'ABOUT 2.8 MILES SOUTH OF DECATUR AND 600 FEET WEST OF CANDLER ROAD
 DG2615'ON EAST PROPERTY LINE OF MR. FULCHERS LOT, 78 FEET SOUTH OF CENTER
 DG2615'LINE OF MILLVILLE AVE., 196.0 FEET SOUTH OF SOUTHEAST CORNER OF
 DG2615'MRS.  H.J. WALLACES RESIDENCE, 142.5 FEET WEST OF NORTHWEST CORNER
 DG2615'OF G. DORSEY SMITHS RESIDENCE, 8 FEET EAST OF CENTER LINE OF
 DG2615'DRIVEWAY TO FULCHERS HOUSE AND IS 6 INCHES BELOW SURFACE
 DG2615'OF GROUND.  TO REACH FROM DEPOT IN DECATUR GO SOUTH ON
 DG2615'CANDLER STREET, 2.8 MILE TO DIRT ROAD (MILLVILLE AVE.), TURN RIGHT
 DG2615'AND GO ABOUT 0.1 MILE TO STATION ON LEFT.  STATION IS MARKED
 DG2615'ACCORDING TO NOTE A AND STAMPED CANNON 1927, RESET 1940.
 DG2615'REFERENCE MARKS ARE STANDARD REFERENCE-MARK DISKS SET IN A
 DG2615'CONCRETE CYLINDER.
 DG2615'
 DG2615'IN 1940 THE GEORGIA GEODETIC SURVEY RESET STATION CANNON AND
 DG2615'LOWERED THE REFERENCE MARKS TO A FEW INCHES BELOW THE SURFACE
 DG2615'OF THE GROUND.  R.M. 1 IS 132.65 FEET FROM THE STATION.
 DG2615'R.M. 2 IS 117.24 FT. FROM THE STATION.
 DG2615
 DG2615                          STATION RECOVERY (1953)
 DG2615
 DG2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG2615'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 DG2615'WERE NOT LOCATED AND WOULD BE OF NO VALUE, IF THEY WERE FOUND.
 DG2615'A HOUSE HAS BEEN BUILT JUST W OF THE STATION AND WOULD OBSTRUCT
 DG2615'BOTH MARKS.  THE DRIVEWAY, MENTIONED IN THE ORIGINAL DESCRIPTION,
 DG2615'HAS BEEN MOVED TO THE E OF THE STATION.  A NEW DESCRIPTION
 DG2615'FOLLOWS
 DG2615'
 DG2615'THE STATION IS LOCATED 2.8 MI. S OF DECATUR, 600 FT. W OF CHANDLER
 DG2615'ROAD, AND AT THE E SIDE OF THE HOUSE AT 3153 MELVILLE AVENUE.
 DG2615'IT IS 19.2 FT. NE OF THE SE CORNER OF THE HOUSE, 15.3 FT. SE OF THE
 DG2615'NE CORNER OF THE PORCH, 8.7 FT. E OF THE PROJECTED PLANE OF THE
 DG2615'S SIDE OF THE PORCH, 94 FT. S OF THE CENTERLINE OF MELVILLE
 DG2615'AVENUE, AND ABOUT 200 FT. N OF THE MUNICIPAL WATER TANK.  IT IS A
 DG2615'STANDARD DISK, STAMPED CANNON 1927 RESET 1940 AND COVERED
 DG2615'WITH A CAST-IRON COVER WHICH IS 1 FT. BELOW THE SURFACE OF THE
 DG2615'GROUND.
 DG2615'
 DG2615'TO REACH THE STATION FROM THE RAILROAD STATION IN DECATUR, GO S
 DG2615'ON CHANDLER ROAD FOR 2.8 MI., TURN RIGHT ON MELVILLE AVENUE AND
 DG2615'GO ONE BLOCK TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1478 ***********************************************************************
 ED1478  DESIGNATION -  CANON CHURCH SPIRE
 ED1478  PID         -  ED1478
 ED1478  STATE/COUNTY-  GA/FRANKLIN
 ED1478  USGS QUAD   -  ROYSTON (1959)
 ED1478
 ED1478                         *CURRENT SURVEY CONTROL
 ED1478  ___________________________________________________________________
 ED1478* NAD 83(1994)-  34 20 42.52460(N)    083 06 35.42114(W)     ADJUSTED  
 ED1478* NAVD 88     -                                                        
 ED1478  ___________________________________________________________________
 ED1478  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 ED1478  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ED1478
 ED1478  HORZ ORDER  -  THIRD
 ED1478
 ED1478.The horizontal coordinates were established by classical geodetic methods
 ED1478.and adjusted by the National Geodetic Survey in September 1997..
 ED1478
 ED1478
 ED1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1478
 ED1478.The geoid height was determined by GEOID03.
 ED1478
 ED1478;                    North         East     Units Scale Factor Converg.
 ED1478;SPC GA E     -   482,188.288   113,226.443   MT  0.99999278   -0 31 55.7
 ED1478;SPC GA E     - 1,581,979.41    371,477.09   sFT  0.99999278   -0 31 55.7
 ED1478;SPC SC       -   280,535.307   415,514.892   MT  0.99986307   -1 10 10.9
 ED1478;SPC SC       -   920,391.43  1,363,237.83   iFT  0.99986307   -1 10 10.9
 ED1478;UTM  17      - 3,802,442.511   305,936.408   MT  1.00006424   -1 11 26.5
 ED1478
 ED1478                          SUPERSEDED SURVEY CONTROL
 ED1478
 ED1478  NAD 83(1986)-  34 20 42.53220(N)    083 06 35.42141(W) AD(       ) 4
 ED1478  NAD 27      -  34 20 42.17000(N)    083 06 35.88000(W) AD(       ) 3
 ED1478
 ED1478.Superseded values are not recommended for survey control.
 ED1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1478.See file dsdata.txt to determine how the superseded data were derived.
 ED1478
 ED1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0593602443(NAD 83)
 ED1478_MARKER: 90 = CHURCH SPIRE
 ED1478
 ED1478  HISTORY     - Date     Condition        Report By
 ED1478  HISTORY     - 1902     FIRST OBSERVED   CGS
 ED1478  HISTORY     - 1956     GOOD             CGS
 ED1478
 ED1478                          STATION DESCRIPTION
 ED1478
 ED1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 ED1478'THE STATION IS ABOUT 150 YARDS (1 BLOCK) S ALONG NO. 17
 ED1478'GEORGIA HIGHWAY FROM ITS JUNCTION WITH NO. 51 GEORGIA HIGHWAY
 ED1478'AT THE W END OF THE MAIN STREET OF CANON.  IT IS THE TERMINAL
 ED1478'CENTERPOINT OF THE BELFRY OF THE CANON METHODIST CHURCH, AN
 ED1478'ESTIMATED 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1810 ***********************************************************************
 CL1810  DESIGNATION -  CANOOCHEE
 CL1810  PID         -  CL1810
 CL1810  STATE/COUNTY-  GA/EMANUEL
 CL1810  USGS QUAD   -  CANOOCHEE (1971)
 CL1810
 CL1810                         *CURRENT SURVEY CONTROL
 CL1810  ___________________________________________________________________
 CL1810* NAD 83(1994)-  32 41 27.72811(N)    082 10 45.23678(W)     ADJUSTED  
 CL1810* NAVD 88     -       119.7    (meters)     393.     (feet)  VERTCON   
 CL1810  ___________________________________________________________________
 CL1810  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CL1810  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CL1810
 CL1810  HORZ ORDER  -  FIRST
 CL1810
 CL1810.The horizontal coordinates were established by classical geodetic methods
 CL1810.and adjusted by the National Geodetic Survey in September 1997..
 CL1810
 CL1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1810
 CL1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1810
 CL1810.The geoid height was determined by GEOID03.
 CL1810
 CL1810;                    North         East     Units Scale Factor Converg.
 CL1810;SPC GA E     -   298,340.195   198,821.730   MT  0.99990002   -0 00 24.4
 CL1810;SPC GA E     -   978,804.46    652,300.96   sFT  0.99990002   -0 00 24.4
 CL1810;UTM  17      - 3,617,650.440   389,455.402   MT  0.99975068   -0 38 13.1
 CL1810
 CL1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1810!SPC GA E     -   0.99998581  x   0.99990002  =   0.99988583
 CL1810!UTM  17      -   0.99998581  x   0.99975068  =   0.99973649
 CL1810
 CL1810:                Primary Azimuth Mark                     Grid Az
 CL1810:SPC GA E     -  BOATRIGHT                                078 43 51.6
 CL1810:UTM  17      -  BOATRIGHT                                079 21 40.3
 CL1810
 CL1810|---------------------------------------------------------------------|
 CL1810| PID    Reference Object                     Distance      Geod. Az  |
 CL1810|                                                           dddmmss.s |
 CL1810| CL1732 BOATRIGHT                           APPROX.10.0 KM 0784327.2 |
 CL1810| CL1823 CANOOCHEE RM 3 TPT                  125.356 METERS 08512     |
 CL1810| CL1822 CANOOCHEE RM 3                      130.403 METERS 08514     |
 CL1810| CL1786 TWIN CITY E MUN TANK                APPROX.12.2 KM 1653740.5 |
 CL1810| CL1790 TWIN CITY MUN TANK                  APPROX.12.3 KM 1693422.9 |
 CL1810| CL1791 TWIN CITY PINELAND TEL MAST         APPROX.12.2 KM 1700043.3 |
 CL1810| CY7305 CANOOCHEE RM 1                       20.068 METERS 19229     |
 CL1810| CY7306 CANOOCHEE RM 2                       23.975 METERS 28442     |
 CL1810|---------------------------------------------------------------------|
 CL1810
 CL1810                          SUPERSEDED SURVEY CONTROL
 CL1810
 CL1810  NAD 83(1986)-  32 41 27.73150(N)    082 10 45.23351(W) AD(       ) 1
 CL1810  NAD 27      -  32 41 27.15632(N)    082 10 45.79248(W) AD(       ) 1
 CL1810  NGVD 29 (07/19/86)  119.9    (m)          393.     (f) VERT ANG       
 CL1810
 CL1810.Superseded values are not recommended for survey control.
 CL1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1810.See file dsdata.txt to determine how the superseded data were derived.
 CL1810
 CL1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8945517650(NAD 83)
 CL1810_MARKER: DS = TRIANGULATION STATION DISK
 CL1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1810
 CL1810  HISTORY     - Date     Condition        Report By
 CL1810  HISTORY     - 1979     MONUMENTED       NGS
 CL1810
 CL1810                          STATION DESCRIPTION
 CL1810
 CL1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1810'THE STATION IS LOCATED ABOUT 11-1/4 MILES NORTHEAST OF
 CL1810'SWAINSBORO, 6-1/2 MILES SOUTHEAST OF SUMMERTOWN, 1-1/4 MILES
 CL1810'NORTH-NORTHWEST OF THE SMALL COMMUNITY OF CANOOCHEE AND ON
 CL1810'PROPERTY OWNED BY MR. KENNETH ROUNDTREE, TWIN CITY, GEORGIA,
 CL1810'PHONE NUMBER 763-2899.
 CL1810'
 CL1810'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 CL1810'IN THE SMALL COMMUNITY OF CANOOCHEE.  GO EAST ON A PAVED
 CL1810'ROAD FOR 0.15 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT
 CL1810'AND GO NORTH ON A PAVED ROAD FOR 1.3 MILES TO A DIRT CROSSROAD
 CL1810'AND REFERENCE MARK 3 ON THE RIGHT IN THE NORTHEAST ANGLE OF THE
 CL1810'CROSSROAD.  TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 0.1 MILE
 CL1810'TO THE STATION ON THE RIGHT.
 CL1810'
 CL1810'THE STATION IS A STANDARD NGS DISK
 CL1810'STAMPED---CANOOCHEE 1979---,
 CL1810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1810'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1810'106 FEET WEST FROM A POWER POLE,
 CL1810'30 FEET NORTH FROM THE CENTER OF THE DIRT ROAD AND
 CL1810'3.5 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 CL1810'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL1810'STAMPED---CANOOCHEE 1979---, IS SET INTO THE TOP OF AN
 CL1810'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CL1810'
 CL1810'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1810'STAMPED---CANOOCHEE NO 1 1979---,
 CL1810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1810'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1810'30 FEET SOUTH FROM THE CENTER OF THE DIRT ROAD AND
 CL1810'2.5 FEET NORTH FROM A METAL WITNESS POST.
 CL1810'MARK IS BELOW STATION 0.3 METERS.
 CL1810'
 CL1810'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL1810'STAMPED---CANOOCHEE NO 2 1979---,
 CL1810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1810'FLUSH WITH GROUND.  IT IS LOCATED
 CL1810'64 FEET NORTH FROM THE CENTER OF THE DIRT ROAD AND
 CL1810'2.0 FEET SOUTHEAST FROM A METAL WITNESS POST.
 CL1810'MARK IS ABOVE STATION 0.3 METERS.
 CL1810'
 CL1810'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CL1810'STAMPED---CANOOCHEE NO 3 1979---,
 CL1810'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1810'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1810'46.2 FEET WEST-NORTHWEST FROM A POWER POLE,
 CL1810'46 FEET EAST-SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 CL1810'31 FEET NORTH-NORTHEAST FROM THE CENTER OF A DIRT ROAD AND
 CL1810'2.7 FEET WEST FROM A METAL WITNESS POST.
 CL1810'MARK IS LEVEL WITH STATION.
 CL1810'
 CL1810'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1573 ***********************************************************************
 BR1573  DESIGNATION -  CANOOCHEE
 BR1573  PID         -  BR1573
 BR1573  STATE/COUNTY-  GA/LIBERTY
 BR1573  USGS QUAD   -  TRINITY (1973)
 BR1573
 BR1573                         *CURRENT SURVEY CONTROL
 BR1573  ___________________________________________________________________
 BR1573* NAD 83(1994)-  31 55 01.06298(N)    081 31 12.23827(W)     ADJUSTED  
 BR1573* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 BR1573  ___________________________________________________________________
 BR1573  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 BR1573  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 BR1573
 BR1573  HORZ ORDER  -  FIRST
 BR1573
 BR1573.The horizontal coordinates were established by classical geodetic methods
 BR1573.and adjusted by the National Geodetic Survey in September 1997..
 BR1573
 BR1573.The orthometric height was scaled from a topographic map.
 BR1573
 BR1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1573
 BR1573.The geoid height was determined by GEOID03.
 BR1573
 BR1573;                    North         East     Units Scale Factor Converg.
 BR1573;SPC GA E     -   212,692.442   261,148.774   MT  0.99994610   +0 20 30.7
 BR1573;SPC GA E     -   697,808.45    856,785.60   sFT  0.99994610   +0 20 30.7
 BR1573;UTM  17      - 3,531,349.587   450,832.449   MT  0.99962981   -0 16 29.9
 BR1573
 BR1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1573!SPC GA E     -   1.00000279  x   0.99994610  =   0.99994889
 BR1573!UTM  17      -   1.00000279  x   0.99962981  =   0.99963260
 BR1573
 BR1573|---------------------------------------------------------------------|
 BR1573| PID    Reference Object                     Distance      Geod. Az  |
 BR1573|                                                           dddmmss.s |
 BR1573| CW4749 CANOOCHEE RM 1                       35.296 METERS 01807     |
 BR1573| CW4750 CANOOCHEE RM 2                       40.782 METERS 09308     |
 BR1573| BR1253 WHITTLE                             APPROX.12.4 KM 1415455.9 |
 BR1573| CW4748 CANOOCHEE AZ MK                                    3483800.8 |
 BR1573|---------------------------------------------------------------------|
 BR1573
 BR1573                          SUPERSEDED SURVEY CONTROL
 BR1573
 BR1573  NAD 83(1986)-  31 55 01.07434(N)    081 31 12.24393(W) AD(       ) 1
 BR1573  NAD 27      -  31 55 00.32600(N)    081 31 12.83900(W) AD(       ) 1
 BR1573
 BR1573.Superseded values are not recommended for survey control.
 BR1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1573.See file dsdata.txt to determine how the superseded data were derived.
 BR1573
 BR1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR5083231350(NAD 83)
 BR1573_MARKER: DS = TRIANGULATION STATION DISK
 BR1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BR1573
 BR1573  HISTORY     - Date     Condition        Report By
 BR1573  HISTORY     - 1935     MONUMENTED       CGS
 BR1573  HISTORY     - 1958     GOOD             AMS
 BR1573
 BR1573                          STATION DESCRIPTION
 BR1573
 BR1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BR1573'ABOUT 7 MILES NORTHEAST OF HINESVILLE, AT NORTH END OF CANOOCHEE
 BR1573'FIRE TOWER NO. 1, 45.60 FEET SOUTHWEST OF NORTHWEST LEG OF FIRE
 BR1573'TOWER, 40.65 FEET NORTHWEST OF SOUTHWEST CORNER, 31.4 FEET SOUTH OF
 BR1573'SOUTHEAST CORNER OF LOG CABIN, 31 FEET EAST OF WEST FENCE AND 24
 BR1573'FEET NORTH OF SOUTH FENCE.  TO REACH FROM HINESVILLE, GO NORTH 2.1
 BR1573'MILES ON STATE HIGHWAY 38 TO Y-ROAD (FLEMINGTON POST OFFICE)
 BR1573'(HIGHWAY BEARS RIGHT).  GO STRAIGHT AHEAD ON DIRT ROAD 5.7 MILES TO
 BR1573'T-ROAD AND SIGN FIRE TOWER.  TURN LEFT 0.1 MILE TO FIRE TOWER AND
 BR1573'STATION. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 BR1573'CONCRETE.  UPPER MARK PROJECTS 7 INCHES.  REFERENCE
 BR1573'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 BR1573'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 89 FEET NORTHEAST OF
 BR1573'NORTHEAST CORNER OF LOG CABIN TOOLHOUSE, 85 FEET NORTH OF NORTHWEST
 BR1573'LEG OF FIRE TOWER AND 115.80 FEET NORTH OF STATION N 18
 BR1573'DEG 07 MIN E.  NO. 2 PROJECTS 6 INCHES, IS 1 FOOT NORTH OF SOUTH
 BR1573'FENCE, 1 FOOT WEST OF EAST FENCE AND 133.80 FEET EAST OF STATION
 BR1573'S 86 DEG 52 MIN E.  AZIMUTH MARK PROJECTS 7 INCHES, IS AT
 BR1573'SOUTH EDGE OF LIVE OAK TREE GROVE, 7 PACES SOUTHEAST OF 16-INCH LIVE
 BR1573'OAK TREE AND 460 PACES NORTH OF STATION N 11 DEG 22 MIN W.
 BR1573
 BR1573                          STATION RECOVERY (1958)
 BR1573
 BR1573'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BR1573'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  FIRE TOWER NO
 BR1573'LONGER STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1822 ***********************************************************************
 CL1822  DESIGNATION -  CANOOCHEE RM 3
 CL1822  PID         -  CL1822
 CL1822  STATE/COUNTY-  GA/EMANUEL
 CL1822  USGS QUAD   -  CANOOCHEE (1971)
 CL1822
 CL1822                         *CURRENT SURVEY CONTROL
 CL1822  ___________________________________________________________________
 CL1822* NAD 83(1994)-  32 41 28.07933(N)    082 10 40.24805(W)     ADJUSTED  
 CL1822* NAVD 88     -       118.     (meters)     387.     (feet)  VERTCON   
 CL1822  ___________________________________________________________________
 CL1822  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CL1822  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CL1822
 CL1822  HORZ ORDER  -  SECOND
 CL1822
 CL1822.The horizontal coordinates were established by classical geodetic methods
 CL1822.and adjusted by the National Geodetic Survey in September 1997..
 CL1822
 CL1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1822
 CL1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1822
 CL1822.The geoid height was determined by GEOID03.
 CL1822
 CL1822;                    North         East     Units Scale Factor Converg.
 CL1822;SPC GA E     -   298,350.999   198,951.671   MT  0.99990001   -0 00 21.7
 CL1822;SPC GA E     -   978,839.90    652,727.27   sFT  0.99990001   -0 00 21.7
 CL1822;UTM  17      - 3,617,659.813   389,585.435   MT  0.99975033   -0 38 10.4
 CL1822
 CL1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1822!SPC GA E     -   0.99998611  x   0.99990001  =   0.99988612
 CL1822!UTM  17      -   0.99998611  x   0.99975033  =   0.99973644
 CL1822
 CL1822                          SUPERSEDED SURVEY CONTROL
 CL1822
 CL1822  NAD 83(1986)-  32 41 28.08271(N)    082 10 40.24479(W) AD(       ) 2
 CL1822  NAD 27      -  32 41 27.50757(N)    082 10 40.80390(W) AD(       ) 2
 CL1822  NGVD 29 (07/19/86)  118.     (m)          387.     (f) VERT ANG       
 CL1822
 CL1822.Superseded values are not recommended for survey control.
 CL1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1822.See file dsdata.txt to determine how the superseded data were derived.
 CL1822
 CL1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8958517660(NAD 83)
 CL1822_MARKER: DR = REFERENCE MARK DISK
 CL1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1822+STABILITY: SURFACE MOTION
 CL1822
 CL1822  HISTORY     - Date     Condition        Report By
 CL1822  HISTORY     - 1979     MONUMENTED       NGS
 CL1822
 CL1822                          STATION DESCRIPTION
 CL1822
 CL1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1822'THE STATION IS LOCATED ABOUT 11-1/4 MILES NORTHEAST OF
 CL1822'SWAINSBORO, 6-1/2 MILES SOUTHEAST OF SUMMERTOWN, 1-1/4 MILES
 CL1822'NORTH-NORTHWEST OF THE SMALL COMMUNITY OF CANOOCHEE AND ON ROAD
 CL1822'RIGHT-OF-WAY.
 CL1822'
 CL1822'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 CL1822'IN THE SMALL COMMUNITY OF CANOOCHEE.  GO EAST ON A PAVED ROAD
 CL1822'FOR 0.15 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 CL1822'NORTH ON A PAVED ROAD FOR 1.3 MILES TO A DIRT CROSSROAD AND
 CL1822'THE STATION ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 CL1822'
 CL1822'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CL1822'STAMPED---CANOOCHEE NO 3 1979---,
 CL1822'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1822'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1822'46.2 FEET WEST-NORTHWEST FROM A POWER POLE,
 CL1822'46 FEET EAST-SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 CL1822'31 FEET NORTH-NORTHEAST FROM THE CENTER OF A DIRT ROAD AND
 CL1822'2.7 FEET WEST FROM A METAL WITNESS POST.
 CL1822'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 CL1822'STAMPED---CANOOCHEE NO 3 1979---, SET INTO THE TOP OF AN IRREGULAR
 CL1822'MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 CL1822'
 CL1822'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1822'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1822'
 CL1822'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL1822'CANOOCHEE USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 CL1822'
 CL1822'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1713 ***********************************************************************
 EE1713  DESIGNATION -  CANTON
 EE1713  PID         -  EE1713
 EE1713  STATE/COUNTY-  GA/CHEROKEE
 EE1713  USGS QUAD   -  CANTON (1992)
 EE1713
 EE1713                         *CURRENT SURVEY CONTROL
 EE1713  ___________________________________________________________________
 EE1713* NAD 83(1994)-  34 11 14.05085(N)    084 29 34.14156(W)     ADJUSTED  
 EE1713* NAVD 88     -       370.8    (meters)    1217.     (feet)  VERTCON   
 EE1713  ___________________________________________________________________
 EE1713  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EE1713  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1713
 EE1713  HORZ ORDER  -  FIRST
 EE1713
 EE1713.The horizontal coordinates were established by classical geodetic methods
 EE1713.and adjusted by the National Geodetic Survey in September 1997..
 EE1713
 EE1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1713
 EE1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1713
 EE1713.The geoid height was determined by GEOID03.
 EE1713
 EE1713;                    North         East     Units Scale Factor Converg.
 EE1713;SPC GA W     -   464,318.710   669,937.879   MT  0.99991114   -0 10 59.8
 EE1713;SPC GA W     - 1,523,352.30  2,197,954.52   sFT  0.99991114   -0 10 59.8
 EE1713;UTM  16      - 3,785,758.305   731,051.066   MT  1.00025811   +1 24 33.9
 EE1713
 EE1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1713!SPC GA W     -   0.99994642  x   0.99991114  =   0.99985756
 EE1713!UTM  16      -   0.99994642  x   1.00025811  =   1.00020452
 EE1713
 EE1713:                Primary Azimuth Mark                     Grid Az
 EE1713:SPC GA W     -  CANTON COKE MEM HOSP TANK                013 25 57.1
 EE1713:UTM  16      -  CANTON COKE MEM HOSP TANK                011 50 23.4
 EE1713
 EE1713|---------------------------------------------------------------------|
 EE1713| PID    Reference Object                     Distance      Geod. Az  |
 EE1713|                                                           dddmmss.s |
 EE1713| EE1711 CANTON COKE MEM HOSP TANK           APPROX. 5.1 KM 0131457.3 |
 EE1713| EE1712 CHEROKEE LOT                        APPROX. 7.8 KM 0430903.8 |
 EE1713| CZ4721 CANTON RM 1                          15.973 METERS 05737     |
 EE1713| EE1776 WOODSTOCK MUN TANK                  APPROX. 9.0 KM 1983314.5 |
 EE1713| CZ4722 CANTON RM 2                                        2425950.2 |
 EE1713| CZ4723 CANTON RM 3                          20.651 METERS 24934     |
 EE1713| EE1769 CANTON MUN TANK                     APPROX. 2.7 KM 3304024.0 |
 EE1713| EE1771 CANTON RAD STA WCHK MAST            APPROX. 3.6 KM 3412337.0 |
 EE1713|---------------------------------------------------------------------|
 EE1713
 EE1713                          SUPERSEDED SURVEY CONTROL
 EE1713
 EE1713  NAD 83(1986)-  34 11 14.05686(N)    084 29 34.14248(W) AD(       ) 1
 EE1713  NAD 27      -  34 11 13.70927(N)    084 29 34.39865(W) AD(       ) 1
 EE1713  NGVD 29 (07/19/86)  370.8    (m)         1217.     (f) VERT ANG       
 EE1713
 EE1713.Superseded values are not recommended for survey control.
 EE1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1713.See file dsdata.txt to determine how the superseded data were derived.
 EE1713
 EE1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3105185758(NAD 83)
 EE1713_MARKER: DS = TRIANGULATION STATION DISK
 EE1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1713
 EE1713  HISTORY     - Date     Condition        Report By
 EE1713  HISTORY     - 1972     MONUMENTED       NGS
 EE1713
 EE1713                          STATION DESCRIPTION
 EE1713
 EE1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1713'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF
 EE1713'WOODSTOCK, 3 MILES SOUTH OF SOUTH CANTON, 0.75 MILE EAST OF STATE
 EE1713'ROUTE 5 AND ON PROPERTY OWNED BY MR. F.E. TAYLOR, TELEPHONE
 EE1713'345-5852.
 EE1713'
 EE1713'TO REACH FROM THE JUNCTION OF STATE ROUTES 5 AND 20 AT THE WEST
 EE1713'EDGE OF SOUTH CANTON, GO SOUTH ON ROUTE 5 FOR 0.4 MILE TO THE
 EE1713'JUNCTION OF STATE ROUTE 205.  CONTINUE SOUTH ON ROUTE 5 FOR 1
 EE1713'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHEAST ON BUTTERWORTH
 EE1713'ROAD FOR 1.35 MILE TO A SIDE ROAD ON THE RIGHT AT SIGN SHILOH
 EE1713'BAPTIST CHURCH.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.3
 EE1713'MILE TO THE STATION ON THE LEFT.  TO REACH REFERENCE MARK 2,
 EE1713'CONTINUE WEST FOR 0.2 MILE TO THE MARK ON THE LEFT.  MR.
 EE1713'TAYLOR LIVES 0.1 MILE SOUTHWEST OF THE STATION.
 EE1713'
 EE1713'THE STATION MARKS ARE STANDARD DISKS STAMPED CANTON 1972.  THE
 EE1713'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 EE1713'MONUMENT WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 32
 EE1713'FEET SOUTH OF THE CENTER OF THE ROAD, 8.7 FEET SOUTH OF A METAL
 EE1713'WITNESS POST AND 8.5 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 EE1713'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 EE1713'ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 EE1713'
 EE1713'REFERENCE MARK 1, A STANDARD DISK STAMPED CANTON NO 1 1972, IS
 EE1713'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE1713'IS FLUSH WITH THE GROUND SURFACE.  IT IS 55 FEET EAST OF THE
 EE1713'WITNESS POST, 23 FEET SOUTH OF THE ROAD CENTER AND 1 FOOT SOUTH
 EE1713'OF THE FENCE.
 EE1713'
 EE1713'REFERENCE MARK 2, A STANDARD DISK STAMPED CANTON NO 2 1972, IS
 EE1713'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE1713'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 17 FEET SOUTH
 EE1713'OF THE ROAD CENTER, 15 FEET EAST OF THE CENTER OF A DRIVEWAY, 1.5
 EE1713'FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 EE1713'
 EE1713'REFERENCE MARK 3, A STANDARD DISK STAMPED CANTON NO 3 1972, IS
 EE1713'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE1713'IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.5 FEET WEST OF THE
 EE1713'WITNESS POST, 23 FEET SOUTH OF THE ROAD CENTER AND 0.5 FOOT SOUTH
 EE1713'OF THE FENCE.
 EE1713'
 EE1713'HEIGHT OF LIGHT ABOVE STATION MARK 19.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1711 ***********************************************************************
 EE1711  DESIGNATION -  CANTON COKE MEM HOSP TANK
 EE1711  PID         -  EE1711
 EE1711  STATE/COUNTY-  GA/CHEROKEE
 EE1711  USGS QUAD   -  CANTON (1992)
 EE1711
 EE1711                         *CURRENT SURVEY CONTROL
 EE1711  ___________________________________________________________________
 EE1711* NAD 83(1994)-  34 13 54.93159(N)    084 28 48.53396(W)     ADJUSTED  
 EE1711* NAVD 88     -                                                        
 EE1711  ___________________________________________________________________
 EE1711  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EE1711  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1711
 EE1711  HORZ ORDER  -  THIRD
 EE1711
 EE1711.The horizontal coordinates were established by classical geodetic methods
 EE1711.and adjusted by the National Geodetic Survey in September 1997..
 EE1711
 EE1711
 EE1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1711
 EE1711.The geoid height was determined by GEOID03.
 EE1711
 EE1711;                    North         East     Units Scale Factor Converg.
 EE1711;SPC GA W     -   469,271.769   671,120.845   MT  0.99991028   -0 10 34.9
 EE1711;SPC GA W     - 1,539,602.46  2,201,835.64   sFT  0.99991028   -0 10 34.9
 EE1711;UTM  16      - 3,790,744.094   732,096.196   MT  1.00026407   +1 25 05.4
 EE1711
 EE1711                          SUPERSEDED SURVEY CONTROL
 EE1711
 EE1711  NAD 83(1986)-  34 13 54.93755(N)    084 28 48.53488(W) AD(       ) 4
 EE1711  NAD 27      -  34 13 54.59325(N)    084 28 48.79503(W) AD(       ) 3
 EE1711
 EE1711.Superseded values are not recommended for survey control.
 EE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1711.See file dsdata.txt to determine how the superseded data were derived.
 EE1711
 EE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3209690744(NAD 83)
 EE1711_MARKER: 53 = ELEVATED TANK
 EE1711
 EE1711  HISTORY     - Date     Condition        Report By
 EE1711  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1711
 EE1711                          STATION DESCRIPTION
 EE1711
 EE1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1711'THE STATION IS THE APEX OF VENT ON TOP AND CENTER OF A WATER
 EE1711'TANK, THAT HAS A CYLINDRICAL BODY AND A DOME SHAPED TOP AND
 EE1711'BOTTOM.  IT IS SUPPORTED BY FOUR TUBULAR LEGS AND IS SILVER IN
 EE1711'COLOR.  THE TANK IS 120 FEET HIGH.
 EE1711'
 EE1711'THE WATER TANK IS LOCATED IN THE EAST EDGE OF CANTON, NEAR THE
 EE1711'COKE MEMORIAL HOSPITAL, 90 FEET NORTH OF THE CENTER OF CHEROKEE
 EE1711'STREET, 62 FEET WEST OF THE WEST SIDE OF HOSPITAL AND 50 FEET
 EE1711'EAST OF HOSPITAL CIRCLE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1769 ***********************************************************************
 EE1769  DESIGNATION -  CANTON MUN TANK
 EE1769  PID         -  EE1769
 EE1769  STATE/COUNTY-  GA/CHEROKEE
 EE1769  USGS QUAD   -  SOUTH CANTON (1997)
 EE1769
 EE1769                         *CURRENT SURVEY CONTROL
 EE1769  ___________________________________________________________________
 EE1769* NAD 83(1994)-  34 12 29.96045(N)    084 30 25.47278(W)     ADJUSTED  
 EE1769* NAVD 88     -                                                        
 EE1769  ___________________________________________________________________
 EE1769  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EE1769  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1769
 EE1769  HORZ ORDER  -  THIRD
 EE1769
 EE1769.The horizontal coordinates were established by classical geodetic methods
 EE1769.and adjusted by the National Geodetic Survey in September 1997..
 EE1769
 EE1769
 EE1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1769
 EE1769.The geoid height was determined by GEOID03.
 EE1769
 EE1769;                    North         East     Units Scale Factor Converg.
 EE1769;SPC GA W     -   466,661.772   668,631.425   MT  0.99991213   -0 11 29.0
 EE1769;SPC GA W     - 1,531,039.50  2,193,668.27   sFT  0.99991213   -0 11 29.0
 EE1769;UTM  16      - 3,788,064.931   729,679.507   MT  1.00025031   +1 24 07.7
 EE1769
 EE1769                          SUPERSEDED SURVEY CONTROL
 EE1769
 EE1769  NAD 83(1994)-  34 12 29.96620(N)    084 30 25.47363(W) AD(       ) 4
 EE1769  NAD 83(1986)-  34 12 29.96633(N)    084 30 25.47367(W) AD(       ) 4
 EE1769  NAD 27      -  34 12 29.62021(N)    084 30 25.72992(W) AD(       ) 3
 EE1769
 EE1769.Superseded values are not recommended for survey control.
 EE1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1769.See file dsdata.txt to determine how the superseded data were derived.
 EE1769
 EE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2968088065(NAD 83)
 EE1769_MARKER: 51 = TANK
 EE1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1769+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 EE1769
 EE1769  HISTORY     - Date     Condition        Report By
 EE1769  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1769  HISTORY     - 20060910 GOOD             GEOCAC
 EE1769
 EE1769                          STATION DESCRIPTION
 EE1769
 EE1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1769'THE STATION IS THE BALL ON TOP AND CENTER OF A WATER TANK, THAT IS
 EE1769'FORMED BY A DOME SHAPED TOP AND BOTTOM.  IT IS SILVER IN COLOR
 EE1769'WITH CITY OF CANTON PAINTED ON TANK IN BLACK AND IS 100 FEET HIGH.
 EE1769'
 EE1769'THE WATER TANK IS LOCATED IN THE SOUTH EDGE OF SOUTH CANTON, 0.6
 EE1769'MILE SOUTH-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 5 AND
 EE1769'205, 0.05 MILE WEST OF HIGHWAY 5 AND 200 FEET SOUTH OF PINE CREST
 EE1769'DRIVE.
 EE1769
 EE1769                          STATION RECOVERY (2006)
 EE1769
 EE1769'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 EE1769'RECOVERED IN GOOD CONDITION. TANK IS WHITE IN COLOR WITH BLACK
 EE1769'LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1771 ***********************************************************************
 EE1771  DESIGNATION -  CANTON RAD STA WCHK MAST
 EE1771  PID         -  EE1771
 EE1771  STATE/COUNTY-  GA/CHEROKEE
 EE1771  USGS QUAD   -  SOUTH CANTON (1997)
 EE1771
 EE1771                         *CURRENT SURVEY CONTROL
 EE1771  ___________________________________________________________________
 EE1771* NAD 83(1994)-  34 13 05.26779(N)    084 30 19.21501(W)     ADJUSTED  
 EE1771* NAVD 88     -                                                        
 EE1771  ___________________________________________________________________
 EE1771  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EE1771  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE1771
 EE1771  HORZ ORDER  -  THIRD
 EE1771
 EE1771.The horizontal coordinates were established by classical geodetic methods
 EE1771.and adjusted by the National Geodetic Survey in September 1997..
 EE1771
 EE1771
 EE1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1771
 EE1771.The geoid height was determined by GEOID03.
 EE1771
 EE1771;                    North         East     Units Scale Factor Converg.
 EE1771;SPC GA W     -   467,749.056   668,795.222   MT  0.99991200   -0 11 25.6
 EE1771;SPC GA W     - 1,534,606.69  2,194,205.66   sFT  0.99991200   -0 11 25.6
 EE1771;UTM  16      - 3,789,156.719   729,813.046   MT  1.00025107   +1 24 12.5
 EE1771
 EE1771                          SUPERSEDED SURVEY CONTROL
 EE1771
 EE1771  NAD 83(1994)-  34 13 05.27351(N)    084 30 19.21594(W) AD(       ) 4
 EE1771  NAD 83(1986)-  34 13 05.27365(N)    084 30 19.21593(W) AD(       ) 4
 EE1771  NAD 27      -  34 13 04.92957(N)    084 30 19.47200(W) AD(       ) 3
 EE1771
 EE1771.Superseded values are not recommended for survey control.
 EE1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1771.See file dsdata.txt to determine how the superseded data were derived.
 EE1771
 EE1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2981389157(NAD 83)
 EE1771_MARKER: 42 = RADIO/TV MAST
 EE1771
 EE1771  HISTORY     - Date     Condition        Report By
 EE1771  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1771
 EE1771                          STATION DESCRIPTION
 EE1771
 EE1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1771'THE STATION IS THE RED LIGHT AT THE TOP AND CENTER OF A TRUSS-WORK
 EE1771'STEEL, GUYED, MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE AND
 EE1771'IS 200 FEET HIGH.  THE MAST IS OWNED BY CHEROKEE BROADCASTING
 EE1771'COMPANY INC.
 EE1771'
 EE1771'THE RADIO MAST IS LOCATED IN SOUTH CANTON, 0.1 MILE
 EE1771'NORTH-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 5 AND 205, 300
 EE1771'FEET EAST OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3217 ***********************************************************************
 BE3217  DESIGNATION -  CAPEL
 BE3217  PID         -  BE3217
 BE3217  STATE/COUNTY-  GA/GRADY
 BE3217  USGS QUAD   -  CAIRO NORTH (1974)
 BE3217
 BE3217                         *CURRENT SURVEY CONTROL
 BE3217  ___________________________________________________________________
 BE3217* NAD 83(1994)-  30 58 35.77561(N)    084 12 00.63289(W)     ADJUSTED  
 BE3217* NAVD 88     -       100.8    (meters)     331.     (feet)  VERTCON   
 BE3217  ___________________________________________________________________
 BE3217  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BE3217  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BE3217
 BE3217  HORZ ORDER  -  FIRST
 BE3217
 BE3217.The horizontal coordinates were established by classical geodetic methods
 BE3217.and adjusted by the National Geodetic Survey in September 1997..
 BE3217
 BE3217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3217
 BE3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3217
 BE3217.The geoid height was determined by GEOID03.
 BE3217
 BE3217;                    North         East     Units Scale Factor Converg.
 BE3217;SPC GA W     -   108,256.721   696,799.274   MT  0.99990013   -0 01 02.1
 BE3217;SPC GA W     -   355,172.26  2,286,082.28   sFT  0.99990013   -0 01 02.1
 BE3217;UTM  16      - 3,430,373.495   767,403.828   MT  1.00048212   +1 26 30.8
 BE3217
 BE3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3217!SPC GA W     -   0.99998851  x   0.99990013  =   0.99988864
 BE3217!UTM  16      -   0.99998851  x   1.00048212  =   1.00047062
 BE3217
 BE3217|---------------------------------------------------------------------|
 BE3217| PID    Reference Object                     Distance      Geod. Az  |
 BE3217|                                                           dddmmss.s |
 BE3217| CW2834 CAPEL RM 1                           25.256 METERS 14746     |
 BE3217| CW2836 CAPEL RM 3                                         1570308.4 |
 BE3217| CW2835 CAPEL RM 2                           28.104 METERS 34609     |
 BE3217|---------------------------------------------------------------------|
 BE3217
 BE3217                          SUPERSEDED SURVEY CONTROL
 BE3217
 BE3217  NAD 83(1986)-  30 58 35.78264(N)    084 12 00.63813(W) AD(       ) 1
 BE3217  NAD 27      -  30 58 35.10459(N)    084 12 00.99094(W) AD(       ) 1
 BE3217  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG       
 BE3217
 BE3217.Superseded values are not recommended for survey control.
 BE3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3217.See file dsdata.txt to determine how the superseded data were derived.
 BE3217
 BE3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV6740430373(NAD 83)
 BE3217_MARKER: DS = TRIANGULATION STATION DISK
 BE3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BE3217
 BE3217  HISTORY     - Date     Condition        Report By
 BE3217  HISTORY     - 1973     MONUMENTED       NGS
 BE3217
 BE3217                          STATION DESCRIPTION
 BE3217
 BE3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BE3217'THE STATION IS ABOUT 9 MILES WEST OF OCHLOCKNEE, 7 MILES NORTH
 BE3217'OF CAIRO, AT THE EAST EDGE OF AN OPEN PASTURE AND ON PROPERTY OF
 BE3217'DONALD GWALTNEY, WHO LIVES ABOUT 0.1 MILE SOUTH OF THE STATION,
 BE3217'NEXT DOOR TO CAPEL CHURCH.
 BE3217'
 BE3217'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84, STATE
 BE3217'HIGHWAYS 38, 93 AND 111 AT THE CHAMBER OF COMMERCE BUILDING IN
 BE3217'CAIRO, GO NORTH ON HIGHWAYS 93 AND 111 FOR 4.0 MILES TO A
 BE3217'FORK.  TAKE THE LEFT FORK AND GO NORTH ON HIGHWAY 93 FOR 2.5
 BE3217'MILES TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTH ON
 BE3217'HIGHWAY 93 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 BE3217'
 BE3217'STATION MARKS ARE STANDARD DISKS, STAMPED CAPEL 1973.  SURFACE
 BE3217'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BE3217'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 239 FEET
 BE3217'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 67 FEET
 BE3217'WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 93 AND 14.8 FEET
 BE3217'WEST-SOUTHWEST OF A WITNESS POST AND FENCE.  UNDERGROUND
 BE3217'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW
 BE3217'THE GROUND.
 BE3217'
 BE3217'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAPEL NO 1 1973,
 BE3217'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BE3217'FLUSH WITH THE GROUND.  IT IS 81 FEET SOUTH-SOUTHEAST OF THE
 BE3217'WITNESS POST, 54 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 93,
 BE3217'1 FOOT WEST-SOUTHWEST OF THE FENCE AND ABOUT 1 FOOT HIGHER IN
 BE3217'ELEVATION THAN THE STATION.
 BE3217'
 BE3217'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAPEL NO 2 1973,
 BE3217'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BE3217'FLUSH WITH THE GROUND.  IT IS 92 FEET NORTH-NORTHWEST OF THE
 BE3217'WITNESS POST, 54 FEET WEST-SOUTHWEST OF THE CENTER OF HIGHWAY 93,
 BE3217'1 FOOT WEST-SOUTHWEST OF THE FENCE AND ABOUT 1 FOOT HIGHER IN
 BE3217'ELEVATION THAN THE STATION.
 BE3217'
 BE3217'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAPEL NO 3 1973,
 BE3217'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BE3217'IS FLUSH WITH THE GROUND.  IT IS 41 FEET EAST OF THE CENTER OF
 BE3217'HIGHWAY 93, 23 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1.5 FEET
 BE3217'NORTHEAST OF A WITNESS POST, 1.2 FEET NORTH OF A POWER LINE POLE
 BE3217'THAT IS NOT NUMBERED.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 BE3217'
 BE3217'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1415 ***********************************************************************
 BS1415  DESIGNATION -  CARDONI
 BS1415  PID         -  BS1415
 BS1415  STATE/COUNTY-  GA/BROOKS
 BS1415  USGS QUAD   -  BERLIN EAST (1988)
 BS1415
 BS1415                         *CURRENT SURVEY CONTROL
 BS1415  ___________________________________________________________________
 BS1415* NAD 83(1994)-  31 00 47.05526(N)    083 34 05.37335(W)     ADJUSTED  
 BS1415* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 BS1415  ___________________________________________________________________
 BS1415  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BS1415  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BS1415
 BS1415  HORZ ORDER  -  FIRST
 BS1415
 BS1415.The horizontal coordinates were established by classical geodetic methods
 BS1415.and adjusted by the National Geodetic Survey in September 1997..
 BS1415
 BS1415.The orthometric height was scaled from a topographic map.
 BS1415
 BS1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1415
 BS1415.The geoid height was determined by GEOID03.
 BS1415
 BS1415;                    North         East     Units Scale Factor Converg.
 BS1415;SPC GA W     -   112,452.649   757,146.986   MT  0.99994027   +0 18 30.2
 BS1415;SPC GA W     -   368,938.40  2,484,073.07   sFT  0.99994027   +0 18 30.2
 BS1415;UTM  17      - 3,433,882.795   254,822.604   MT  1.00034155   -1 19 25.9
 BS1415
 BS1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1415!SPC GA W     -   0.99999163  x   0.99994027  =   0.99993190
 BS1415!UTM  17      -   0.99999163  x   1.00034155  =   1.00033318
 BS1415
 BS1415|---------------------------------------------------------------------|
 BS1415| PID    Reference Object                     Distance      Geod. Az  |
 BS1415|                                                           dddmmss.s |
 BS1415| BS1416 SIMPSON D                           114.109 METERS 04216     |
 BS1415| CW3445 CARDONI RM                           57.130 METERS 04221     |
 BS1415| BS1413 SCRUGGS                             APPROX. 2.0 KM 1353639.7 |
 BS1415|---------------------------------------------------------------------|
 BS1415
 BS1415                          SUPERSEDED SURVEY CONTROL
 BS1415
 BS1415  NAD 83(1986)-  31 00 47.04956(N)    083 34 05.38836(W) AD(       ) 1
 BS1415  NAD 27      -  31 00 46.37200(N)    083 34 05.79600(W) AD(       ) 1
 BS1415
 BS1415.Superseded values are not recommended for survey control.
 BS1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1415.See file dsdata.txt to determine how the superseded data were derived.
 BS1415
 BS1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ5482333883(NAD 83)
 BS1415_MARKER: DS = TRIANGULATION STATION DISK
 BS1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1415
 BS1415  HISTORY     - Date     Condition        Report By
 BS1415  HISTORY     - 1917     MONUMENTED       CGS
 BS1415  HISTORY     - 1922     GOOD             CGS
 BS1415
 BS1415                          STATION DESCRIPTION
 BS1415
 BS1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS1415'ON HIGH GROUND JUST WEST OF VALDOSTA, MOULTRIE AND WESTERN
 BS1415'RAILWAY 0.6 MILE NORTH OF MILEPOST 23, 225 METERS (738 FEET)
 BS1415'NORTH OF SWITCH STAND AT A SIDETRACK, 107.8 METERS (354 FEET)
 BS1415'WEST OF WEST RAIL OF MAIN TRACK.  REFERENCE
 BS1415'MARK IS NAIL OR BOLT IN CONCRETE MOUND, 50.68 METERS (166.3
 BS1415'FEET) WEST OF WEST RAIL, 57.13 METERS (187.4 FEET) FROM
 BS1415'STATION IN GRID AZIMUTH 222 DEG 03 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0726 ***********************************************************************
 CL0726  DESIGNATION -  CAREY=Q 17
 CL0726  PID         -  CL0726
 CL0726  STATE/COUNTY-  GA/BLECKLEY
 CL0726  USGS QUAD   -  COCHRAN (1974)
 CL0726
 CL0726                         *CURRENT SURVEY CONTROL
 CL0726  ___________________________________________________________________
 CL0726* NAD 83(1994)-  32 25 33.91848(N)    083 22 18.98632(W)     ADJUSTED  
 CL0726* NAVD 88     -        98.006  (meters)     321.54   (feet)  ADJUSTED  
 CL0726  ___________________________________________________________________
 CL0726  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CL0726  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CL0726  DYNAMIC HT  -          97.894 (meters)     321.17  (feet)  COMP
 CL0726  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 CL0726
 CL0726  HORZ ORDER  -  FIRST
 CL0726  VERT ORDER  -  FIRST     CLASS II
 CL0726
 CL0726.The horizontal coordinates were established by classical geodetic methods
 CL0726.and adjusted by the National Geodetic Survey in September 1997..
 CL0726
 CL0726.The orthometric height was determined by differential leveling
 CL0726.and adjusted by the National Geodetic Survey in June 1991..
 CL0726
 CL0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0726
 CL0726.The geoid height was determined by GEOID03.
 CL0726
 CL0726.The dynamic height is computed by dividing the NAVD 88
 CL0726.geopotential number by the normal gravity value computed on the
 CL0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0726.degrees latitude (g = 980.6199 gals.).
 CL0726
 CL0726.The modeled gravity was interpolated from observed gravity values.
 CL0726
 CL0726;                    North         East     Units Scale Factor Converg.
 CL0726;SPC GA W     -   269,239.274   774,740.352   MT  0.99996886   +0 25 34.2
 CL0726;SPC GA W     -   883,329.18  2,541,793.97   sFT  0.99996886   +0 25 34.2
 CL0726;UTM  17      - 3,590,142.243   276,972.528   MT  1.00021342   -1 16 20.6
 CL0726
 CL0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0726!SPC GA W     -   0.99998892  x   0.99996886  =   0.99995778
 CL0726!UTM  17      -   0.99998892  x   1.00021342  =   1.00020234
 CL0726
 CL0726:                Primary Azimuth Mark                     Grid Az
 CL0726:SPC GA W     -  IVEY=P 17                                101 10 39.0
 CL0726:UTM  17      -  IVEY=P 17                                102 52 33.8
 CL0726
 CL0726|---------------------------------------------------------------------|
 CL0726| PID    Reference Object                     Distance      Geod. Az  |
 CL0726|                                                           dddmmss.s |
 CL0726| CL0725 IVEY=P 17                           APPROX. 0.5 KM 1013613.2 |
 CL0726| CL3031 CAREY RM                                           22725     |
 CL0726|---------------------------------------------------------------------|
 CL0726
 CL0726                          SUPERSEDED SURVEY CONTROL
 CL0726
 CL0726  NAD 83(1986)-  32 25 33.92330(N)    083 22 18.97816(W) AD(       ) 1
 CL0726  NAD 27      -  32 25 33.35500(N)    083 22 19.35400(W) AD(       ) 1
 CL0726  NGVD 29 (??/??/92)   98.181  (m)          322.12   (f) ADJ UNCH    1 2
 CL0726
 CL0726.Superseded values are not recommended for survey control.
 CL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0726.See file dsdata.txt to determine how the superseded data were derived.
 CL0726
 CL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR7697390142(NAD 83)
 CL0726_MARKER: DS = TRIANGULATION STATION DISK
 CL0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0726_STAMPING: ELEV 321.623 Q 17 CAREY 1917
 CL0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0726+STABILITY: SURFACE MOTION
 CL0726
 CL0726  HISTORY     - Date     Condition        Report By
 CL0726  HISTORY     - 1917     MONUMENTED       CGS
 CL0726  HISTORY     - 1922     GOOD             CGS
 CL0726  HISTORY     - 1959     GOOD             NGS
 CL0726  HISTORY     - 20041117 MARK NOT FOUND   GADT
 CL0726
 CL0726                          STATION DESCRIPTION
 CL0726
 CL0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL0726'ABOUT 3-1/4 MILES ALONG SOUTHERN RAILWAY NORTH OF COCHRAN,
 CL0726'1-1/4 RAILS NORTH OF TRESTLE 276.2H, ON RIGHT SIDE OF TRACK
 CL0726'(WHEN GOING NORTH), 2.41 METERS (7.9 FEET) FROM RIGHT RAIL, AND
 CL0726'ON BACKWARD EXTENSION OF LEFT RAIL TANGENT TO NORTH.  SURFACE
 CL0726'MARK IS STANDARD DISK IN CONCRETE.  UNDERGROUND MARK
 CL0726'IS NAIL IN CONCRETE.  REFERENCE MARK IS STANDARD
 CL0726'DISK IN CONCRETE, 22.70 METERS (74.5 FEET) FROM
 CL0726'STATION IN GRID AZIMUTH 47 DEG 00 MIN.
 CL0726
 CL0726                          STATION RECOVERY (1959)
 CL0726
 CL0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CL0726'3.2 MI NW FROM COCHRAN.
 CL0726'ABOUT 3.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE
 CL0726'STATION AT COCHRAN, 0.2 MILE EAST OF MILEPOST 276, 0.15 MILE EAST
 CL0726'OF A GRADED ROAD CROSSING, ON THE OUTSIDE OF A LONG CURVE WITH
 CL0726'TANGENTS EXTENDING SOUTHEAST AND WEST, ON THE EXTENDED LINE OF THE
 CL0726'TANGENT OF THE SOUTH RAIL TO THE WEST, 8 FEET NORTH OF THE NORTH
 CL0726'RAIL, 53 1/2 FEET WEST OF THE NORTHWEST CORNER OF BRIDGE 276.2 H,
 CL0726'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 CL0726'TOP OF A CONCRETE POST 1.5 FEET BELOW THE SURFACE OF THE
 CL0726'GROUND.  NOTE-- THE POST IS LEANING TO THE WEST.
 CL0726'THE POST IS LEANING TO THE WEST.
 CL0726
 CL0726                          STATION RECOVERY (2004)
 CL0726
 CL0726'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 CL0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1569 ***********************************************************************
 CM1569  DESIGNATION -  CARL
 CM1569  PID         -  CM1569
 CM1569  STATE/COUNTY-  GA/TALBOT
 CM1569  USGS QUAD   -  JUNCTION CITY (1985)
 CM1569
 CM1569                         *CURRENT SURVEY CONTROL
 CM1569  ___________________________________________________________________
 CM1569* NAD 83(1994)-  32 35 46.51611(N)    084 25 29.17946(W)     ADJUSTED  
 CM1569* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 CM1569  ___________________________________________________________________
 CM1569  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CM1569  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CM1569
 CM1569  HORZ ORDER  -  FIRST
 CM1569
 CM1569.The horizontal coordinates were established by classical geodetic methods
 CM1569.and adjusted by the National Geodetic Survey in September 1997..
 CM1569
 CM1569.The orthometric height was scaled from a topographic map.
 CM1569
 CM1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1569
 CM1569.The geoid height was determined by GEOID03.
 CM1569
 CM1569;                    North         East     Units Scale Factor Converg.
 CM1569;SPC GA W     -   287,859.526   675,772.349   MT  0.99990724   -0 08 20.6
 CM1569;SPC GA W     -   944,419.13  2,217,096.45   sFT  0.99990724   -0 08 20.6
 CM1569;UTM  16      - 3,609,456.389   741,691.162   MT  1.00032037   +1 23 16.8
 CM1569
 CM1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1569!SPC GA W     -   0.99997186  x   0.99990724  =   0.99987911
 CM1569!UTM  16      -   0.99997186  x   1.00032037  =   1.00029222
 CM1569
 CM1569:                Primary Azimuth Mark                     Grid Az
 CM1569:SPC GA W     -  TALBOT                                   083 43 16.1
 CM1569:UTM  16      -  TALBOT                                   082 11 38.7
 CM1569
 CM1569|---------------------------------------------------------------------|
 CM1569| PID    Reference Object                     Distance      Geod. Az  |
 CM1569|                                                           dddmmss.s |
 CM1569| CM1570 TALBOT                              APPROX. 1.3 KM 0833455.5 |
 CM1569| CY8755 CARL RM                                            19033     |
 CM1569|---------------------------------------------------------------------|
 CM1569
 CM1569                          SUPERSEDED SURVEY CONTROL
 CM1569
 CM1569  NAD 83(1986)-  32 35 46.52212(N)    084 25 29.17803(W) AD(       ) 1
 CM1569  NAD 27      -  32 35 46.00100(N)    084 25 29.46400(W) AD(       ) 1
 CM1569
 CM1569.Superseded values are not recommended for survey control.
 CM1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1569.See file dsdata.txt to determine how the superseded data were derived.
 CM1569
 CM1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4169109456(NAD 83)
 CM1569_MARKER: DS = TRIANGULATION STATION DISK
 CM1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1569
 CM1569  HISTORY     - Date     Condition        Report By
 CM1569  HISTORY     - 1917     MONUMENTED       CGS
 CM1569  HISTORY     - 1935     GOOD             CGS
 CM1569  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CM1569
 CM1569                          STATION DESCRIPTION
 CM1569
 CM1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CM1569'ABOUT 2-1/2 MILES WEST OF HOWARD ON CENTRAL OF GEORGIA RAILWAY,
 CM1569'16-1/2 RAILS WEST OF MILEPOST S-253, 4.80 METERS (15.7 FEET)
 CM1569'TO THE LEFT OF RAIL, AT INTERSECTION OF WESTWARD TANGENT OF SOUTH
 CM1569'RAIL AND EASTWARD TANGENT OF NORTH RAIL.  REFERENCE MARK
 CM1569'IS 8.30 METERS (27.2 FEET) FROM STATION IN GRID AZIMUTH
 CM1569'10 DEG 41 MIN.
 CM1569
 CM1569                          STATION RECOVERY (1954)
 CM1569
 CM1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM1569'THE MARK IS AT THE INTERSECTION OF THE EXTENDED TANGENTS OF THE
 CM1569'N RAIL FROM THE W AND THE S RAIL FROM THE E, NOT AS STATED IN THE
 CM1569'ORIGINAL DESCRIPTION.
 CM1569'
 CM1569'LOCATED ABOUT 2.6 MI. W ALONG THE CENTRAL OF GEORGIA RAILROAD
 CM1569'FROM THE STATION IN HOWARD, 15 FT. S OF THE S RAIL, 56 FT. S-SW OF
 CM1569'POLE 253/4 WITH A GUY WIRE, 564 FT. W OF B.M. T 9, AND 537 FT. W
 CM1569'OF MILEPOST S-253.  IT IS A STANDARD TRIANGULATION DISK, STAMPED
 CM1569'CARL 1917 AND IS 1 FT. BELOW THE SURFACE OF THE GROUND AND ABOUT
 CM1569'6 FT. LOWER THAN THE TRACKS.
 CM1569'
 CM1569'THE REFERENCE MARK IS 27.2 FT. S-SW OF THE STATION, 42.5 FT. S OF
 CM1569'THE S RAIL, AND 83 FT. S-SW OF POLE 253/4.  IT IS A STANDARD
 CM1569'DISK, STAMPED CARL 1917 AND IS FLUSH WITH THE GROUND.
 CM1569'
 CM1569'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1748 ***********************************************************************
 ED1748  DESIGNATION -  CARL MUN TANK
 ED1748  PID         -  ED1748
 ED1748  STATE/COUNTY-  GA/BARROW
 ED1748  USGS QUAD   -  AUBURN (1993)
 ED1748
 ED1748                         *CURRENT SURVEY CONTROL
 ED1748  ___________________________________________________________________
 ED1748* NAD 83(1994)-  34 00 27.29671(N)    083 48 39.98038(W)     ADJUSTED  
 ED1748* NAVD 88     -                                                        
 ED1748  ___________________________________________________________________
 ED1748  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 ED1748  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED1748
 ED1748  HORZ ORDER  -  THIRD
 ED1748
 ED1748.The horizontal coordinates were established by classical geodetic methods
 ED1748.and adjusted by the National Geodetic Survey in September 1997..
 ED1748
 ED1748
 ED1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1748
 ED1748.The geoid height was determined by GEOID03.
 ED1748
 ED1748;                    North         East     Units Scale Factor Converg.
 ED1748;SPC GA W     -   444,401.662   732,842.304   MT  0.99991329   +0 11 55.9
 ED1748;SPC GA W     - 1,458,007.79  2,404,333.46   sFT  0.99991329   +0 11 55.9
 ED1748;UTM  17      - 3,766,560.485   240,384.254   MT  1.00043095   -1 34 23.3
 ED1748
 ED1748                          SUPERSEDED SURVEY CONTROL
 ED1748
 ED1748  NAD 83(1986)-  34 00 27.30353(N)    083 48 39.98001(W) AD(       ) 4
 ED1748  NAD 27      -  34 00 26.91163(N)    083 48 40.35359(W) AD(       ) 3
 ED1748
 ED1748.Superseded values are not recommended for survey control.
 ED1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1748.See file dsdata.txt to determine how the superseded data were derived.
 ED1748
 ED1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4038466560(NAD 83)
 ED1748_MARKER: 53 = ELEVATED TANK
 ED1748
 ED1748  HISTORY     - Date     Condition        Report By
 ED1748  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1748
 ED1748                          STATION DESCRIPTION
 ED1748
 ED1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1748'THE STATION IS THE VENT ATOP THE CARL MUNICIPAL WATER TANK.  THE
 ED1748'TANK HAS A CYLINDRICAL BODY WITH A DOME TOP AND HEMISPHERICAL
 ED1748'BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR
 ED1748'AND APPROXIMATELY 100 FEET HIGH.
 ED1748'
 ED1748'LOCATED IN THE SMALL COMMUNITY OF CARL, 0.15 MILE NORTH OF THE
 ED1748'CENTER OF TOWN AND 200 FEET NORTHEAST OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2259 ***********************************************************************
 BC2259  DESIGNATION -  CARLSON
 BC2259  PID         -  BC2259
 BC2259  STATE/COUNTY-  GA/CAMDEN
 BC2259  USGS QUAD   -  KINGSLAND NE (1993)
 BC2259
 BC2259                         *CURRENT SURVEY CONTROL
 BC2259  ___________________________________________________________________
 BC2259* NAD 83(1994)-  30 57 47.52104(N)    081 30 30.95340(W)     ADJUSTED  
 BC2259* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 BC2259  ___________________________________________________________________
 BC2259  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BC2259  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BC2259
 BC2259  HORZ ORDER  -  THIRD
 BC2259
 BC2259.The horizontal coordinates were established by classical geodetic methods
 BC2259.and adjusted by the National Geodetic Survey in September 1997..
 BC2259
 BC2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BC2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BC2259
 BC2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2259
 BC2259.The geoid height was determined by GEOID03.
 BC2259
 BC2259;                    North         East     Units Scale Factor Converg.
 BC2259;SPC GA E     -   106,956.044   262,866.837   MT  0.99994874   +0 20 18.9
 BC2259;SPC GA E     -   350,904.95    862,422.28   sFT  0.99994874   +0 20 18.9
 BC2259;UTM  17      - 3,425,634.530   451,427.199   MT  0.99962910   -0 15 42.0
 BC2259
 BC2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2259!SPC GA E     -   1.00000410  x   0.99994874  =   0.99995284
 BC2259!UTM  17      -   1.00000410  x   0.99962910  =   0.99963320
 BC2259
 BC2259                          SUPERSEDED SURVEY CONTROL
 BC2259
 BC2259  NAD 83(1994)-  30 57 47.53067(N)    081 30 30.95569(W) AD(       ) 3
 BC2259  NAD 83(1986)-  30 57 47.53094(N)    081 30 30.95665(W) AD(       ) 3
 BC2259  NAD 27      -  30 57 46.69000(N)    081 30 31.60000(W) AD(       ) 3
 BC2259  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 BC2259
 BC2259.Superseded values are not recommended for survey control.
 BC2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2259.See file dsdata.txt to determine how the superseded data were derived.
 BC2259
 BC2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5142725635(NAD 83)
 BC2259
 BC2259  HISTORY     - Date     Condition        Report By
 BC2259  HISTORY     - 1933     FIRST OBSERVED   USE
 BC2259  HISTORY     - 1934     GOOD             CGS
 BC2259  HISTORY     - 1954     MARK NOT FOUND   CGS
 BC2259
 BC2259                          STATION DESCRIPTION
 BC2259
 BC2259'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BC2259'THIS IS AN INTERSECTION STATION.
 BC2259'
 BC2259'BUILT STATION WITH 4 IN X 4 IN (2-2 IN X 2 IN) CENTER POST.
 BC2259'LOCATED ON S BANK OF SATILLA RIVER ABOUT 4,500 FT BELOW MOUTH OF
 BC2259'TODDS CREEK AND OPPOSITE THE E END OF FIRST REACH OF SAME.
 BC2259
 BC2259                          STATION RECOVERY (1934)
 BC2259
 BC2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2259'RECOVERED AS DESCRIBED, MARKS IN GOOD CONDITION.
 BC2259
 BC2259                          STATION RECOVERY (1954)
 BC2259
 BC2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2259'THE STATION WAS NOT FOUND.  A CANAL HAS BEEN DUG BETWEEN SATILLA
 BC2259'RIVER AND TODD CREEK AT THIS POINT, AND THERE IS EVIDENCE OF
 BC2259'CONSIDERABLE EROSION IN THIS VICINITY.  THE STAND WAS EITHER
 BC2259'DESTROYED DURING THE DREDGING, OR HAS BEEN WASHED OUT.  IT IS
 BC2259'RECOMMENDED THAT THIS STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2052 ***********************************************************************
 EE2052  DESIGNATION -  CARMEL
 EE2052  PID         -  EE2052
 EE2052  STATE/COUNTY-  GA/DADE
 EE2052  USGS QUAD   -  CEDAR GROVE (1982)
 EE2052
 EE2052                         *CURRENT SURVEY CONTROL
 EE2052  ___________________________________________________________________
 EE2052* NAD 83(1994)-  34 44 35.60097(N)    085 27 40.25808(W)     ADJUSTED  
 EE2052* NAVD 88     -       690.0    (meters)    2264.     (feet)  VERTCON   
 EE2052  ___________________________________________________________________
 EE2052  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EE2052  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2052
 EE2052  HORZ ORDER  -  FIRST
 EE2052
 EE2052.The horizontal coordinates were established by classical geodetic methods
 EE2052.and adjusted by the National Geodetic Survey in September 1997..
 EE2052
 EE2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2052
 EE2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2052
 EE2052.The geoid height was determined by GEOID03.
 EE2052
 EE2052;                    North         East     Units Scale Factor Converg.
 EE2052;SPC GA W     -   526,703.664   581,466.304   MT  1.00007312   -0 44 16.2
 EE2052;SPC GA W     - 1,728,026.94  1,907,694.03   sFT  1.00007312   -0 44 16.2
 EE2052;UTM  16      - 3,845,646.197   640,862.847   MT  0.99984456   +0 52 37.6
 EE2052
 EE2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2052!SPC GA W     -   0.99989625  x   1.00007312  =   0.99996936
 EE2052!UTM  16      -   0.99989625  x   0.99984456  =   0.99974082
 EE2052
 EE2052:                Primary Azimuth Mark                     Grid Az
 EE2052:SPC GA W     -  CARMEL AZ MK                             053 11 34.7
 EE2052:UTM  16      -  CARMEL AZ MK                             051 34 40.9
 EE2052
 EE2052|---------------------------------------------------------------------|
 EE2052| PID    Reference Object                     Distance      Geod. Az  |
 EE2052|                                                           dddmmss.s |
 EE2052| CG5030 CARMEL AZ MK                                       0522718.5 |
 EE2052| CG5031 CARMEL RM 1                          14.884 METERS 06119     |
 EE2052| CG5032 CARMEL RM 2                          15.643 METERS 15313     |
 EE2052|---------------------------------------------------------------------|
 EE2052
 EE2052                          SUPERSEDED SURVEY CONTROL
 EE2052
 EE2052  NAD 83(1994)-  34 44 35.60356(N)    085 27 40.26073(W) AD(       ) 1
 EE2052  NAD 83(1986)-  34 44 35.60487(N)    085 27 40.25917(W) AD(       ) 1
 EE2052  NAD 27      -  34 44 35.32099(N)    085 27 40.39424(W) AD(       ) 1
 EE2052  NGVD 29 (07/19/86)  690.0    (m)         2264.     (f) VERT ANG       
 EE2052
 EE2052.Superseded values are not recommended for survey control.
 EE2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2052.See file dsdata.txt to determine how the superseded data were derived.
 EE2052
 EE2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD4086345646(NAD 83)
 EE2052_MARKER: DS = TRIANGULATION STATION DISK
 EE2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2052
 EE2052  HISTORY     - Date     Condition        Report By
 EE2052  HISTORY     - 1972     MONUMENTED       NGS
 EE2052  HISTORY     - 20010523 GOOD             NGS
 EE2052
 EE2052                          STATION DESCRIPTION
 EE2052
 EE2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2052'THE STATION IS LOCATED ABOUT 10-3/4 MILES WEST-NORTHWEST OF
 EE2052'LAFAYETTE AND 5-1/2 MILES EAST OF THE ALABAMA-GEORGIA STATE LINE
 EE2052'ON PROPERTY OWNED BY MAYFIELD AND MAYFIELD, ATTORNEYS AT LAW,
 EE2052'OF CLEVELAND, TENNESSEE.
 EE2052'
 EE2052'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 143
 EE2052'AND 157, AT THE EAST EDGE OF LOOKOUT MOUNTAIN, GO IN A SOUTHERLY
 EE2052'DIRECTION ON STATE HIGHWAY 157 FOR 1.1 MILES TO A DIRT SIDE ROAD
 EE2052'ON THE RIGHT.  CONTINUE AHEAD IN A SOUTHERLY DIRECTION ON HIGHWAY
 EE2052'157 FOR 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  (THIS IS 0.15
 EE2052'MILE NORTH OF MILE POST NUMBER 9.) CONTINUE AHEAD IN A
 EE2052'SOUTHERLY DIRECTION ON HIGHWAY 157 FOR 0.6 MILE TO THE TOP OF A
 EE2052'SMALL HILL AND THE STATION ON THE RIGHT.
 EE2052'
 EE2052'STATION MARKS ARE STANDARD DISKS STAMPED CARMEL 1972.  THE
 EE2052'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2052'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EE2052'87 FEET WEST OF THE CENTER OF HIGHWAY 157, 39 FEET WEST OF A
 EE2052'6-INCH TRIANGLE BLAZED PINE TREE AND 3.5 FEET NORTH-NORTHEAST OF
 EE2052'A METAL WITNESS POST.  THE UNDERGROUND DISK IS CEMENTED IN A
 EE2052'DRILL HOLE IN BEDROCK 16 INCHES BELOW THE GROUND SURFACE.
 EE2052'
 EE2052'REFERENCE MARK 1, A STANDARD DISK STAMPED CARMEL NO 1 1972, IS
 EE2052'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EE2052'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET WEST OF
 EE2052'THE CENTER OF THE HIGHWAY AND 54 FEET NORTH-NORTHEAST OF THE METAL
 EE2052'WITNESS POST.
 EE2052'
 EE2052'REFERENCE MARK 2, A STANDARD DISK STAMPED CARMEL NO 2 1972, IS
 EE2052'CEMENTED FLUSH IN A DRILL HOLE IN A NORTHWEST-SOUTHEAST RIDGE OF
 EE2052'BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET
 EE2052'EAST-SOUTHEAST OF THE METAL WITNESS POST, 36 FEET WEST OF THE
 EE2052'CENTER OF THE HIGHWAY AND 17 FEET SOUTHEAST OF THE TRIANGLE
 EE2052'BLAZED PINE TREE.
 EE2052'
 EE2052'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARMEL 1972, IS SET IN
 EE2052'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EE2052'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE
 EE2052'CENTER OF THE HIGHWAY, 28 FEET EAST-SOUTHEAST OF AN UNDERGROUND
 EE2052'CABLE JUNCTION BOX, 9 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 EE2052'SOUTH OF A METAL WITNESS POST AND ABOUT 8 FEET HIGHER THAN THE
 EE2052'ROAD SURFACE.
 EE2052'
 EE2052'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 EE2052
 EE2052                          STATION RECOVERY (2001)
 EE2052
 EE2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 EE2052'THE AZIMUTH MARK DISK WAS RETURNED TO ME DESTROYED DUE TO
 EE2052'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1844 ***********************************************************************
 CL1844  DESIGNATION -  CARMICHAEL
 CL1844  PID         -  CL1844
 CL1844  STATE/COUNTY-  GA/EMANUEL
 CL1844  USGS QUAD   -  SWAINSBORO (1971)
 CL1844
 CL1844                         *CURRENT SURVEY CONTROL
 CL1844  ___________________________________________________________________
 CL1844* NAD 83(1994)-  32 32 12.16341(N)    082 18 34.26177(W)     ADJUSTED  
 CL1844* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 CL1844  ___________________________________________________________________
 CL1844  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 CL1844  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CL1844
 CL1844  HORZ ORDER  -  FIRST
 CL1844
 CL1844.The horizontal coordinates were established by classical geodetic methods
 CL1844.and adjusted by the National Geodetic Survey in September 1997..
 CL1844
 CL1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1844
 CL1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1844
 CL1844.The geoid height was determined by GEOID03.
 CL1844
 CL1844;                    North         East     Units Scale Factor Converg.
 CL1844;SPC GA E     -   281,236.723   186,582.166   MT  0.99990222   -0 04 36.6
 CL1844;SPC GA E     -   922,690.82    612,144.99   sFT  0.99990222   -0 04 36.6
 CL1844;UTM  17      - 3,600,684.587   377,030.498   MT  0.99978647   -0 42 15.8
 CL1844
 CL1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1844!SPC GA E     -   0.99998867  x   0.99990222  =   0.99989089
 CL1844!UTM  17      -   0.99998867  x   0.99978647  =   0.99977514
 CL1844
 CL1844|---------------------------------------------------------------------|
 CL1844| PID    Reference Object                     Distance      Geod. Az  |
 CL1844|                                                           dddmmss.s |
 CL1844| CY7308 CARMICHAEL RM 1                      24.141 METERS 04914     |
 CL1844| CL1845 17C 3B GAGS 1935                     67.623 METERS 06630     |
 CL1844| CL1851 CARMICHAEL 1935 AZ MK TPT           349.182 METERS 12353     |
 CL1844| CL1850 CARMICHAEL AZ MK 2                  359.474 METERS 12354     |
 CL1844| CL2003 STILLMORE RED BRICK CH SPIRE        APPROX.13.9 KM 1393630.1 |
 CL1844| CY7307 CARMICHAEL AZ MK                                   3205129.8 |
 CL1844| CY7309 CARMICHAEL RM 2                      31.364 METERS 33547     |
 CL1844| CL3211 SWINSBORO COUNTY COURTHOUSE         APPROX. 7.1 KM 3403930.5 |
 CL1844| CL1843 SWAINSBORO WHITE WATER TANK         APPROX. 7.0 KM 3424843.3 |
 CL1844| CY7310 CARMICHAEL RM 4                      33.053 METERS 34918     |
 CL1844|---------------------------------------------------------------------|
 CL1844
 CL1844                          SUPERSEDED SURVEY CONTROL
 CL1844
 CL1844  NAD 83(1986)-  32 32 12.16965(N)    082 18 34.26087(W) AD(       ) 1
 CL1844  NAD 27      -  32 32 11.57755(N)    082 18 34.80468(W) AD(       ) 1
 CL1844  NGVD 29 (07/19/86)  101.5    (m)          333.     (f) VERT ANG       
 CL1844
 CL1844.Superseded values are not recommended for survey control.
 CL1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1844.See file dsdata.txt to determine how the superseded data were derived.
 CL1844
 CL1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7703000685(NAD 83)
 CL1844_MARKER: DS = TRIANGULATION STATION DISK
 CL1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CL1844
 CL1844  HISTORY     - Date     Condition        Report By
 CL1844  HISTORY     - 1935     MONUMENTED       CGS
 CL1844  HISTORY     - 1954     GOOD             CGS
 CL1844  HISTORY     - 1969     GOOD             CGS
 CL1844  HISTORY     - 1979     GOOD             NGS
 CL1844
 CL1844                          STATION DESCRIPTION
 CL1844
 CL1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL1844'ABOUT 5 MILES SOUTH OF SWAINSBORO, 82.5 FEET SOUTHWEST OF SOUTHWEST
 CL1844'CORNER OF TENANT HOUSE, 79 FEET NORTHWEST OF NORTHWEST CORNER OF
 CL1844'BARN AND 19 FEET WEST OF CLUMP OF CHINABERRY TREES.  TO REACH FROM
 CL1844'SWAINSBORO, GO SOUTH ON U.S. HIGHWAY 1 FOR 5.9 MILES TO TOP OF HILL
 CL1844'WITH MRS. CARMICHAELS HOME ON LEFT AND TENANT HOUSE ON RIGHT.
 CL1844'TURN RIGHT INTO TENANT HOUSE YARD ON RIGHT AND STATION.  SURFACE
 CL1844'MARK IS A STANDARD DISK IN CONCRETE.  UPPER MARK IS 12
 CL1844'INCHES BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 CL1844'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1
 CL1844'PROJECTS 6 INCHES, IS 24 FEET EAST OF NORTHWEST CORNER OF BARNYARD
 CL1844'FENCE, 1 FOOT NORTH OF BARNYARD FENCE AND 79.20 FEET NORTHEAST OF
 CL1844'STATION N 49 DEG 15 MIN E.  NO. 2 PROJECTS 9 INCHES, IS 1
 CL1844'FOOT SOUTH OF SOUTHWEST CORNER OF A SMALL OUTHOUSE AND 102.9 FEET
 CL1844'NORTH OF STATION N 24 DEG 13 MIN W.  AZIMUTH MARK PROJECTS 9
 CL1844'INCHES, IS 195 FEET SOUTH OF CROSS ROAD, 52 FEET SOUTH OF PINEHILL
 CL1844'PLANTATION SERVICE STATION, 22.5 FEET WEST OF CENTER LINE OF PAVED
 CL1844'ROAD AND 0.4 MILE NORTH OF STATION N 39 DEG 08 MIN W.
 CL1844'TRAVERSE STATION (GA.GEOD.S.) (NOT DESIGNATED) IS A STATE
 CL1844'SURVEY STANDAND DISK, SET IN 6-INCH STOVEPIPE FILLED WITH
 CL1844'CONCRETE, WITH COPPER BOLT IN CENTER, PROJECTS 1 INCH, 195 PACES
 CL1844'NORTH OF CROSS ROAD, 27 PACES NORTH OF CROSS ROAD SIGN, 17 PACES
 CL1844'WEST OF CENTER LINE OF U.S. HIGHWAY 1, 4 FEET WEST OF TOP OF DITCH
 CL1844'BANK, 3 FEET EAST OF FENCE AND 0.5 MILE NORTHWEST OF STATION
 CL1844'N 38 DEG 41 MIN W.  17C-3B (GA.GEOD.S.) (SEE
 CL1844'DESCRIPTION THEREOF) IS 221.86 FEET NORTHEAST OF STATION
 CL1844'N 66 DEG 30 MIN E.
 CL1844
 CL1844                          STATION RECOVERY (1954)
 CL1844
 CL1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL1844'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION, REFERENCE
 CL1844'MARK FOUND DESTROYED, AND THERE WAS FAILURE TO RECOVER THE AZIMUTH
 CL1844'MARK AND TWO GEORGIA GEODETIC SURVEY MARKS.
 CL1844'
 CL1844'THE STATION IS ABOUT 4-1/2 MI. S OF SWAINSBORO, AT A TENANT HOUSE
 CL1844'ON PROPERTY OF JAMES CARMICHAEL OF SWAINSBORO, 183.5 FT. SW OF THE
 CL1844'CENTERLINE OF U.S. HIGHWAY 1, 82.3 FT. S OF THE SW CORNER OF THE
 CL1844'TENANT HOUSE, AND 43 FT. S OF THE CENTER OF THE DUG WATER WELL.
 CL1844'THE TOP MARK IS 12 IN. UNDER
 CL1844'GROUND, AND THE DISK IS STAMPED CARMICHAEL 1935.
 CL1844'
 CL1844'REFERENCE MARK 1 IS 79.23 FT. N 49 DEG 15 MIN E FROM THE
 CL1844'STATION, 104.5 FT. SW OF THE CENTERLINE OF THE HIGHWAY, AND 60.5
 CL1844'FT. SE OF THE SW CORNER OF THE TENANT HOUSE.  THE MARK PROJECTS
 CL1844'6 IN., AND THE DISK IS STAMPED CARMICHAEL NO 1 1935.
 CL1844'
 CL1844'REFERENCE MARK 3 IS 102.65 FT. N 25 DEG 12 MIN W FROM THE
 CL1844'STATION, 73 FT. NW OF THE CENTER OF THE WELL, AND 2 FT. SW OF THE SW
 CL1844'CORNER OF A SMOKEHOUSE.  THE MARK
 CL1844'PROJECTS 8 IN., AND THE DISK IS STAMPED CARMICHAEL NO 3 1935 1954.
 CL1844'
 CL1844'TO REACH FROM THE COURTHOUSE IN SWAINSBORO, GO S AND SE ON U.S.
 CL1844'HIGHWAY 1 FOR 4.1 MI. AND KEEP STRAIGHT AHEAD ON THE SAID HIGHWAY
 CL1844'AND THE LEFT FORK AT A Y-INTERSECTION, THENCE SE FOR 0.5 MI. TO THE
 CL1844'TOP OF A HILL AND THE STATION ON THE RIGHT.
 CL1844
 CL1844                          STATION RECOVERY (1969)
 CL1844
 CL1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL1844'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 CL1844'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE
 CL1844'FOUND.  MR. CARMICHAEL, PROPERTY OWNER, REQUESTED THAT REFERENCE
 CL1844'MARK NO. 3 BE MOVED.  THE MONUMENT WAS DUG OUT AND RESET AS
 CL1844'REFERENCE MARK NO. 4 1969 AT THIS TIME.
 CL1844'
 CL1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTH
 CL1844'OF SWAINSBORO.
 CL1844
 CL1844                          STATION RECOVERY (1979)
 CL1844
 CL1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1844'THE STATION MARK, REFERENCE MARK 1 AND 4 WERE RECOVERED IN
 CL1844'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1969.  THE
 CL1844'DISTANCE TO BOTH REFERENCE MARKS CHECKED THE 1969 DATA
 CL1844'AND THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED THE
 CL1844'1969 DATA.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CL1844'RECOVERED AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 CL1844'TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CL1844'
 CL1844'THE STATION IS LOCATED 8-1/2 MILES NORTH-NORTHWEST OF
 CL1844'STILLMOORE, 9-1/2 MILES WEST-SOUTHWEST OF TWIN CITY, 4-1/2
 CL1844'MILES SOUTH OF SWAINSBORO AND ON PROPERTY OWNED BY MR. JAMES
 CL1844'L. CARMICHAEL OF POST OFFICE BOX 186, SWAINSBORO, GEORGIA
 CL1844'AND HIS SON MR. BILL CARMICHAEL OF ROUTE 4, BOX 64A,
 CL1844'SWAINSBORO, GEORGIA.
 CL1844'
 CL1844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CL1844'AND 1 AT THE COURTHOUSE IN SWAINSBORO, GO SOUTH ON HIGHWAY
 CL1844'1 FOR 4.5 MILES TO THE JUNCTION OF STATE HIGHWAY 297 ON THE
 CL1844'RIGHT.  CONTINUE SOUTH ON HIGHWAY 1 FOR 0.3 MILES TO A GATE
 CL1844'ON THE RIGHT AND THE STATION ABOUT 183 FEET SOUTHWEST OF THE
 CL1844'CENTER OF U.S. HIGHWAY 1.
 CL1844'
 CL1844'THE STATION IS A STANDARD NGS DISK
 CL1844'STAMPED---CARMICHAEL 1935---,
 CL1844'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1844'RECESSED 48 CM BELOW THE GROUND.  IT IS LOCATED
 CL1844'183 FEET SOUTHWEST FROM THE CENTER OF HIGHWAY 1,
 CL1844'82.6 FEET SOUTH FROM THE SOUTHWEST CORNER OF AN OLD ABANDONED
 CL1844'FRAME HOUSE,
 CL1844'79.2 FEET SOUTHWEST FROM A METAL WITNESS POST THAT IS AT
 CL1844'REFERENCE MARK 1 AND
 CL1844'21.8 FEET WEST-SOUTHWEST FROM THE CENTER OF A FIELD ROAD.
 CL1844'THE UNDERGROUND MARK IS ACCORDING TO THE 1935 DATA SET IN
 CL1844'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES
 CL1844'BELOW THE GROUND SURFACE.  THERE IS AN IRON ROD
 CL1844'DRIVEN IN THE GROUND BESIDE THE MONUMENT.
 CL1844'
 CL1844'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1844'STAMPED---CARMICHAEL NO 1 1935---,
 CL1844'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1844'PROJECTING 30 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1844'105 FEET SOUTHWEST FROM THE CENTER OF HIGHWAY 1,
 CL1844'60 FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE OLD
 CL1844'ABANDONED FRAME HOUSE,
 CL1844'58 FEET SOUTH-SOUTHWEST FROM THE NORTH GATE POST OF A METAL
 CL1844'GATE AND
 CL1844'1 FOOT SOUTHEAST FROM A METAL WITNESS POST.
 CL1844'MARK IS ABOVE STATION .60 METERS.
 CL1844'
 CL1844'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 CL1844'STAMPED---CARMICHAEL NO 4 1969---,
 CL1844'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1844'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL1844'94 FEET SOUTH FROM A UTILITY POLE WITH TRANSFORMER,
 CL1844'86 FEET NORTHWEST FROM THE CENTER OF THE FIELD ROAD,
 CL1844'59.8 FEET SOUTHWEST FROM A 30-INCH CEDAR TREE,
 CL1844'2.6 FEET WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF THE OLD
 CL1844'ABANDONED FRAME HOUSE AND
 CL1844'1 FEET SOUTHWEST FROM A METAL WITNESS POST.
 CL1844'MARK IS ABOVE STATION .30 METERS.
 CL1844'
 CL1844'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL1844'STAMPED---CARMICHAEL 1935 1979---,
 CL1844'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1844'FLUSH WITH GROUND.  IT IS LOCATED
 CL1844'46.5 FEET NORTHEAST FROM THE CENTER OF HIGHWAY 1,
 CL1844'43.6 FEET NORTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER,
 CL1844'3 FEET SOUTHWEST FROM A WIRE FENCE AND
 CL1844'2.6 FEET SOUTHWEST FROM A METAL WITNESS POST.
 CL1844'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON
 CL1844'U.S. HIGHWAY
 CL1844'1 FOR 0.2 MILE TO THE MARK ON THE LEFT.  THERE IS AN
 CL1844'UNDERGROUND AZIMUTH MARK DISK SET IN THE TOP OF AN
 CL1844'IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE
 CL1844'GROUND SURFACE.
 CL1844'
 CL1844'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE
 CL1844'IS A HOUSE ON LINE BETWEEN THE REFERENCE MARKS.
 CL1844'
 CL1844'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1850 ***********************************************************************
 CL1850  DESIGNATION -  CARMICHAEL AZ MK 2
 CL1850  PID         -  CL1850
 CL1850  STATE/COUNTY-  GA/EMANUEL
 CL1850  USGS QUAD   -  SWAINSBORO (1971)
 CL1850
 CL1850                         *CURRENT SURVEY CONTROL
 CL1850  ___________________________________________________________________
 CL1850* NAD 83(1994)-  32 32 05.65481(N)    082 18 22.82755(W)     ADJUSTED  
 CL1850* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL1850  ___________________________________________________________________
 CL1850  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CL1850  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CL1850
 CL1850  HORZ ORDER  -  SECOND
 CL1850
 CL1850.The horizontal coordinates were established by classical geodetic methods
 CL1850.and adjusted by the National Geodetic Survey in September 1997..
 CL1850
 CL1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1850
 CL1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1850
 CL1850.The geoid height was determined by GEOID03.
 CL1850
 CL1850;                    North         East     Units Scale Factor Converg.
 CL1850;SPC GA E     -   281,035.853   186,880.239   MT  0.99990212   -0 04 30.4
 CL1850;SPC GA E     -   922,031.79    613,122.92   sFT  0.99990212   -0 04 30.4
 CL1850;UTM  17      - 3,600,480.488   377,326.319   MT  0.99978557   -0 42 09.6
 CL1850
 CL1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1850!SPC GA E     -   0.99998969  x   0.99990212  =   0.99989181
 CL1850!UTM  17      -   0.99998969  x   0.99978557  =   0.99977526
 CL1850
 CL1850                          SUPERSEDED SURVEY CONTROL
 CL1850
 CL1850  NAD 83(1986)-  32 32 05.66101(N)    082 18 22.82665(W) AD(       ) 2
 CL1850  NAD 27      -  32 32 05.06879(N)    082 18 23.37077(W) AD(       ) 2
 CL1850  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL1850
 CL1850.Superseded values are not recommended for survey control.
 CL1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1850.See file dsdata.txt to determine how the superseded data were derived.
 CL1850
 CL1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS7732600480(NAD 83)
 CL1850_MARKER: DZ = AZIMUTH MARK DISK
 CL1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1850
 CL1850  HISTORY     - Date     Condition        Report By
 CL1850  HISTORY     - 1979     MONUMENTED       NGS
 CL1850
 CL1850                          STATION DESCRIPTION
 CL1850
 CL1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1850'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST
 CL1850'OF STILLMOORE, 9-1/2 MILES WEST-SOUTHWEST OF TWIN CITY,
 CL1850'4-1/2 MILES SOUTH OF SWAINSBORO AND ON HIGHWAY RIGHT-OF-WAY.
 CL1850'
 CL1850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 1
 CL1850'AT THE COURTHOUSE IN SWAINSBORO, GO SOUTH ON HIGHWAY 1 FOR 4.5
 CL1850'MILES TO THE JUNCTION OF STATE HIGHWAY 297 ON THE RIGHT.  CONTINUE
 CL1850'SOUTH ON HIGHWAY 1 FOR 0.5 MILE TO THE STATION ON THE LEFT AS
 CL1850'DESCRIBED.
 CL1850'
 CL1850'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL1850'STAMPED---CARMICHAEL 1935 1979---,
 CL1850'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL1850'FLUSH WITH GROUND.  IT IS LOCATED
 CL1850'46.5 FEET NORTHEAST FROM THE CENTER OF HIGHWAY 1,
 CL1850'43.6 FEET NORTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER,
 CL1850'3 FEET SOUTHWEST FROM A WIRE FENCE AND
 CL1850'2.6 FEET SOUTHWEST FROM A METAL WITNESS POST.
 CL1850'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CL1850'STAMPED---CARMICHAEL 1935 1979---, SET INTO THE TOP OF AN
 CL1850'IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 CL1850'
 CL1850'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS
 CL1850'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1850'
 CL1850'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL1850'CARMICHAEL 1935 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 CL1850'
 CL1850'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1503 ***********************************************************************
 ED1503  DESIGNATION -  CARN
 ED1503  PID         -  ED1503
 ED1503  STATE/COUNTY-  GA/FRANKLIN
 ED1503  USGS QUAD   -  CARNESVILLE (1985)
 ED1503
 ED1503                         *CURRENT SURVEY CONTROL
 ED1503  ___________________________________________________________________
 ED1503* NAD 83(1994)-  34 21 38.74731(N)    083 12 59.03262(W)     ADJUSTED  
 ED1503* NAVD 88     -       242.2    (meters)     795.     (feet)  VERTCON   
 ED1503  ___________________________________________________________________
 ED1503  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED1503  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ED1503
 ED1503  HORZ ORDER  -  FIRST
 ED1503
 ED1503.The horizontal coordinates were established by classical geodetic methods
 ED1503.and adjusted by the National Geodetic Survey in September 1997..
 ED1503
 ED1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1503
 ED1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1503
 ED1503.The geoid height was determined by GEOID03.
 ED1503
 ED1503;                    North         East     Units Scale Factor Converg.
 ED1503;SPC GA E     -   484,016.847   103,440.379   MT  1.00001489   -0 35 33.1
 ED1503;SPC GA E     - 1,587,978.61    339,370.64   sFT  1.00001489   -0 35 33.1
 ED1503;UTM  17      - 3,804,383.616   296,171.188   MT  1.00011214   -1 15 04.9
 ED1503
 ED1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1503!SPC GA E     -   0.99996670  x   1.00001489  =   0.99998159
 ED1503!UTM  17      -   0.99996670  x   1.00011214  =   1.00007884
 ED1503
 ED1503|---------------------------------------------------------------------|
 ED1503| PID    Reference Object                     Distance      Geod. Az  |
 ED1503|                                                           dddmmss.s |
 ED1503| ED2896 CARN RM 1                            21.013 METERS 01808     |
 ED1503| ED1473 LAVONIA MUN TANK                    APPROX.13.0 KM 0505449.5 |
 ED1503| ED1471 LAVONIA RANDALL ST TANK             APPROX.13.1 KM 0550453.7 |
 ED1503| ED1502 CARNESVILLE FRANKLIN LOT              9.581 METERS 06746     |
 ED1503| ED2895 CARN AZ MK                                         0873109.4 |
 ED1503| ED2897 CARN RM 2                            27.110 METERS 09824     |
 ED1503| ED1494 ROYSTON MUN TANK                    APPROX.12.5 KM 1312039.2 |
 ED1503| ED1501 CARNESVILLE TV MAST                  72.384 METERS 13425     |
 ED1503|---------------------------------------------------------------------|
 ED1503
 ED1503                          SUPERSEDED SURVEY CONTROL
 ED1503
 ED1503  NAD 83(1986)-  34 21 38.75513(N)    083 12 59.03166(W) AD(       ) 1
 ED1503  NAD 27      -  34 21 38.38085(N)    083 12 59.48396(W) AD(       ) 1
 ED1503  NGVD 29 (07/19/86)  242.3    (m)          795.     (f) VERT ANG       
 ED1503
 ED1503.Superseded values are not recommended for survey control.
 ED1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1503.See file dsdata.txt to determine how the superseded data were derived.
 ED1503
 ED1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9617104384(NAD 83)
 ED1503_MARKER: DS = TRIANGULATION STATION DISK
 ED1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1503
 ED1503  HISTORY     - Date     Condition        Report By
 ED1503  HISTORY     - 1975     MONUMENTED       NGS
 ED1503
 ED1503                          STATION DESCRIPTION
 ED1503
 ED1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1503'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LAVONIA, 8
 ED1503'MILES NORTHWEST OF ROYSTON, 1.25 MILES SOUTHEAST OF CARNESVILLE
 ED1503'AND IS ON PROPERTY OWNED BY THE STATE AND IS AT THE SITE OF THE
 ED1503'CARNESVILLE FRANKLIN COUNTY LOOKOUT TOWER.
 ED1503'
 ED1503'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 106, 59
 ED1503'AND 145 AT THE COURTHOUSE SQUARE, IN THE CENTER OF CARNESVILLE.  GO
 ED1503'EAST ON STATE HIGHWAY 145 FOR 1.55 MILES TO COUNTY ROUTE 156 ON
 ED1503'THE RIGHT.  (TO REACH THE AZIMUTH MARK, CONTINUE EASTERLY ON
 ED1503'STATE HIGHWAY 145 FOR 0.05 MILE TO THE MARK ON THE LEFT.) TURN
 ED1503'RIGHT AND GO SOUTH ON COUNTY ROUTE 156 FOR 0.2 MILE TO A GRAVEL
 ED1503'SIDE ROAD ON THE RIGHT, WITH A CABLE ACROSS IT, TURN RIGHT AND
 ED1503'GO WESTERLY ON THE GRAVEL ROAD FOR 0.1 MILE TO A LOOKOUT TOWER
 ED1503'AND THE STATION SITE.
 ED1503'
 ED1503'STATION MARKS ARE STANDARD DISKS STAMPED CARN 1975.  THE SURFACE
 ED1503'DISK IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1503'IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET SOUTH-SOUTHWEST
 ED1503'OF A METAL WITNESS POST, 21 FEET SOUTH OF A DIM TRACK ROAD AND
 ED1503'18.5 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE
 ED1503'UNDERGROUND DISK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 ED1503'THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 ED1503'
 ED1503'REFERENCE MARK 1, A STANDARD DISK STAMPED CARN NO 1 1975, IS
 ED1503'SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1503'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET WEST
 ED1503'OF A UTILITY POLE, NUMBER A 563, 43.2 FEET NORTH-NORTHEAST OF THE
 ED1503'NORTHWEST LEG OF THE LOOKOUT TOWER AND 1.5 FEET WEST OF A METAL
 ED1503'WITNESS POST.
 ED1503'
 ED1503'REFERENCE MARK 2, A STANDARD DISK STAMPED CARN NO 2 1975, IS SET
 ED1503'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 ED1503'INCHES ABOVE THE GROUND SURFACE.  IT IS 50.1 FEET EAST-SOUTHEAST OF
 ED1503'THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 35 FEET SOUTH OF THE
 ED1503'CENTER OF THE TRACK ROAD AND 1.9 FEET NORTHEAST OF A METAL WITNESS
 ED1503'POST.
 ED1503'
 ED1503'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CARN AZ
 ED1503'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1503'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET
 ED1503'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 145
 ED1503'AND A PAVED SIDE ROAD, 2.8 FEET SOUTH-SOUTHWEST OF A UTILITY
 ED1503'POLE, NUMBER A 371 AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 ED1503'
 ED1503'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3344 ***********************************************************************
 DG3344  DESIGNATION -  CARNES 1873
 DG3344  PID         -  DG3344
 DG3344  STATE/COUNTY-  GA/POLK
 DG3344  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3344
 DG3344                         *CURRENT SURVEY CONTROL
 DG3344  ___________________________________________________________________
 DG3344* NAD 83(1994)-  33 59 35.58898(N)    085 00 50.05095(W)     ADJUSTED  
 DG3344* NAVD 88     -       395.6    (meters)    1298.     (feet)  VERTCON   
 DG3344  ___________________________________________________________________
 DG3344  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG3344  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3344
 DG3344  HORZ ORDER  -  FIRST
 DG3344
 DG3344.The horizontal coordinates were established by classical geodetic methods
 DG3344.and adjusted by the National Geodetic Survey in September 1997..
 DG3344
 DG3344.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3344
 DG3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3344
 DG3344.The geoid height was determined by GEOID03.
 DG3344
 DG3344;                    North         East     Units Scale Factor Converg.
 DG3344;SPC GA W     -   443,075.181   621,728.780   MT  0.99997550   -0 28 25.4
 DG3344;SPC GA W     - 1,453,655.82  2,039,788.51   sFT  0.99997550   -0 28 25.4
 DG3344;UTM  16      - 3,763,182.133   683,440.204   MT  1.00001483   +1 06 38.6
 DG3344
 DG3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3344!SPC GA W     -   0.99994247  x   0.99997550  =   0.99991797
 DG3344!UTM  16      -   0.99994247  x   1.00001483  =   0.99995730
 DG3344
 DG3344:                Primary Azimuth Mark                     Grid Az
 DG3344:SPC GA W     -  LOST MOUNTAIN RESET                      100 07 44.2
 DG3344:UTM  16      -  LOST MOUNTAIN RESET                      098 32 40.2
 DG3344
 DG3344|---------------------------------------------------------------------|
 DG3344| PID    Reference Object                     Distance      Geod. Az  |
 DG3344|                                                           dddmmss.s |
 DG3344| DG3231 LOST MOUNTAIN RESET                 APPROX.29.7 KM 0993918.8 |
 DG3344|---------------------------------------------------------------------|
 DG3344
 DG3344                          SUPERSEDED SURVEY CONTROL
 DG3344
 DG3344  NAD 83(1994)-  33 59 35.59329(N)    085 00 50.05161(W) AD(       ) 1
 DG3344  NAD 83(1986)-  33 59 35.59418(N)    085 00 50.05096(W) AD(       ) 1
 DG3344  NAD 27      -  33 59 35.23200(N)    085 00 50.24500(W) AD(       ) 1
 DG3344  NGVD 29 (07/19/86)  395.5    (m)         1298.     (f) VERT ANG       
 DG3344
 DG3344.Superseded values are not recommended for survey control.
 DG3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3344.See file dsdata.txt to determine how the superseded data were derived.
 DG3344
 DG3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8344063182(NAD 83)
 DG3344_MARKER: Z = SEE DESCRIPTION
 DG3344_SETTING: 0 = UNSPECIFIED SETTING
 DG3344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3344
 DG3344  HISTORY     - Date     Condition        Report By
 DG3344  HISTORY     - 1873     MONUMENTED       CGS
 DG3344  HISTORY     - 1940     SEE DESCRIPTION  CGS
 DG3344
 DG3344                          STATION DESCRIPTION
 DG3344
 DG3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (FPW)
 DG3344'ABOUT 20 MILES SE OF ROME, ABOUT 14 MILES E OF CEDARTOWN, JUST E OF
 DG3344'TOWN OF ROCKMART, ON SUMMIT OF CARNES MOUNTAIN, CALLED SIGNAL
 DG3344'MOUNTAIN ON MAP.  STATION MARKED AT SURFACE BY COPPER TACK IN WOOD
 DG3344'STUB.
 DG3344'
 DG3344'REFERENCE MARKS ARE COPPER TACKS IN WOOD STUBS, ONE DIRECTLY S AND
 DG3344'OTHER DIRECTLY W OF STATION.
 DG3344
 DG3344                          STATION RECOVERY (1940)
 DG3344
 DG3344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (EBP)
 DG3344'THE ORIGINAL STATION CARNES 1873, WAS MARKED BY COPPER TACKS IN
 DG3344'WOOD STUBS.  IT IS BELIEVED THAT THESE MARKS NO LONGER EXIST.  MORE
 DG3344'PERMANENT MARKINGS WERE PROBABLY PLACED, BUT RECORD OF SAME NOT
 DG3344'AVAILABLE.  IN 1934 THE GEORGIA LOCAL CONTROL SURVEY ESTABLISHED A
 DG3344'NEW STATION, CARNES 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3343 ***********************************************************************
 DG3343  DESIGNATION -  CARNES 2 GAGS 1941
 DG3343  PID         -  DG3343
 DG3343  STATE/COUNTY-  GA/POLK
 DG3343  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3343
 DG3343                         *CURRENT SURVEY CONTROL
 DG3343  ___________________________________________________________________
 DG3343* NAD 83(1994)-  33 59 35.46687(N)    085 00 52.07920(W)     ADJUSTED  
 DG3343* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 DG3343  ___________________________________________________________________
 DG3343  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG3343  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3343
 DG3343  HORZ ORDER  -  SECOND
 DG3343
 DG3343.The horizontal coordinates were established by classical geodetic methods
 DG3343.and adjusted by the National Geodetic Survey in September 1997..
 DG3343
 DG3343.The orthometric height was scaled from a topographic map.
 DG3343
 DG3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3343
 DG3343.The geoid height was determined by GEOID03.
 DG3343
 DG3343;                    North         East     Units Scale Factor Converg.
 DG3343;SPC GA W     -   443,071.849   621,676.697   MT  0.99997560   -0 28 26.5
 DG3343;SPC GA W     - 1,453,644.89  2,039,617.63   sFT  0.99997560   -0 28 26.5
 DG3343;UTM  16      - 3,763,177.362   683,388.232   MT  1.00001460   +1 06 37.5
 DG3343
 DG3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3343!SPC GA W     -   0.99994239  x   0.99997560  =   0.99991799
 DG3343!UTM  16      -   0.99994239  x   1.00001460  =   0.99995699
 DG3343
 DG3343                          SUPERSEDED SURVEY CONTROL
 DG3343
 DG3343  NAD 83(1994)-  33 59 35.47057(N)    085 00 52.08042(W) AD(       ) 2
 DG3343  NAD 83(1986)-  33 59 35.47186(N)    085 00 52.07848(W) AD(       ) 2
 DG3343  NAD 27      -  33 59 35.10300(N)    085 00 52.27800(W) AD(       ) 2
 DG3343
 DG3343.Superseded values are not recommended for survey control.
 DG3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3343.See file dsdata.txt to determine how the superseded data were derived.
 DG3343
 DG3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8338863177(NAD 83)
 DG3343_MARKER: DD = SURVEY DISK
 DG3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3343+STABILITY: SURFACE MOTION
 DG3343
 DG3343  HISTORY     - Date     Condition        Report By
 DG3343  HISTORY     - 1934     MONUMENTED       GAGS
 DG3343  HISTORY     - 1941     GOOD             CGS
 DG3343  HISTORY     - 1953     GOOD             CGS
 DG3343
 DG3343                          STATION DESCRIPTION
 DG3343
 DG3343'DESCRIBED BY GEORGIA GEODETIC SURVEY 1934
 DG3343'THIS STATION IS ABOUT 150 FEET W OF ORIGINAL STATION CARNES.
 DG3343'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED CARNES 2
 DG3343'SET IN A CONCRETE POST 6 INCHES IN DIAMETER AND PROJECTING
 DG3343'ABOUT 1 INCH.  IT IS 50 PACES W OF A 35-FOOT LOOKOUT TOWER.
 DG3343
 DG3343                          STATION RECOVERY (1941)
 DG3343
 DG3343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3343'STATION RECOVERED BUT A BUILDING HAS BEEN ERECTED SO CLOSE TO
 DG3343'IT THAT BUILDING OVER THE MARK IS IMPOSSIBLE.
 DG3343
 DG3343                          STATION RECOVERY (1953)
 DG3343
 DG3343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG3343'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DG3343'CONDITION.  THE LOOKOUT TOWER AND HOUSE ON THE SUMMIT OF
 DG3343'THE MOUNTAIN HAVE BEEN TAKEN DOWN.  THE LAST MILE TO THE
 DG3343'STATION WILL HAVE TO BE CLEARED OUT SOME, IF DRIVEN WITH A
 DG3343'TRUCK.
 DG3343'
 DG3343'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3342 ***********************************************************************
 DG3342  DESIGNATION -  CARNES 3 RESET
 DG3342  PID         -  DG3342
 DG3342  STATE/COUNTY-  GA/POLK
 DG3342  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3342
 DG3342                         *CURRENT SURVEY CONTROL
 DG3342  ___________________________________________________________________
 DG3342* NAD 83(1994)-  33 59 35.47701(N)    085 00 52.14708(W)     ADJUSTED  
 DG3342* NAVD 88     -       394.9    (meters)    1296.     (feet)  VERTCON   
 DG3342  ___________________________________________________________________
 DG3342  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG3342  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3342
 DG3342  HORZ ORDER  -  FIRST
 DG3342
 DG3342.The horizontal coordinates were established by classical geodetic methods
 DG3342.and adjusted by the National Geodetic Survey in September 1997..
 DG3342
 DG3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3342
 DG3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3342
 DG3342.The geoid height was determined by GEOID03.
 DG3342
 DG3342;                    North         East     Units Scale Factor Converg.
 DG3342;SPC GA W     -   443,072.176   621,674.958   MT  0.99997560   -0 28 26.5
 DG3342;SPC GA W     - 1,453,645.96  2,039,611.92   sFT  0.99997560   -0 28 26.5
 DG3342;UTM  16      - 3,763,177.641   683,386.484   MT  1.00001459   +1 06 37.4
 DG3342
 DG3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3342!SPC GA W     -   0.99994258  x   0.99997560  =   0.99991818
 DG3342!UTM  16      -   0.99994258  x   1.00001459  =   0.99995717
 DG3342
 DG3342|---------------------------------------------------------------------|
 DG3342| PID    Reference Object                     Distance      Geod. Az  |
 DG3342|                                                           dddmmss.s |
 DG3342| CY9752 CARNES 3 RM 1                        33.267 METERS 08050     |
 DG3342| DG3345 SIGNAL MOUNTAIN LOOKOUT TOWER        54.246 METERS 08508     |
 DG3342| DG3343 CARNES 2 GAGS 1941                    1.770 METERS 10010     |
 DG3342| DG3312 DALLAS MUNICIPAL TANK               APPROX.17.7 KM 1155650.9 |
 DG3342| DG3341 YORK LOT                            APPROX. 8.3 KM 1615909.6 |
 DG3342| DG3334 YORKVILLE ATT MICROWAVE             APPROX. 8.0 KM 1653800.7 |
 DG3342| DG3330 YORKVILLE POOLE LUMBER CO TANK      APPROX. 7.7 KM 1681849.5 |
 DG3342| CY9753 CARNES 3 RM 2                        10.700 METERS 22301     |
 DG3342| CY9754 CARNES 3 RM 3                         9.998 METERS 24207     |
 DG3342| CY9751 CARNES 3 AZ MK                                     2640422.2 |
 DG3342| EE2168 ROCKMART RAD STA WPLK MAST          APPROX. 4.1 KM 2854229.9 |
 DG3342| EE2177 WIMBERLY                            APPROX.12.6 KM 2863356.8 |
 DG3342| EE2157 ROCKMART GOODYEAR CO TANK           APPROX. 2.2 KM 2951554.8 |
 DG3342| EE2160 ARAGON MILLS N TANK                 APPROX. 7.1 KM 3272606.0 |
 DG3342|---------------------------------------------------------------------|
 DG3342
 DG3342                          SUPERSEDED SURVEY CONTROL
 DG3342
 DG3342  NAD 83(1994)-  33 59 35.48071(N)    085 00 52.14830(W) AD(       ) 1
 DG3342  NAD 83(1986)-  33 59 35.48201(N)    085 00 52.14636(W) AD(       ) 1
 DG3342  NAD 27      -  33 59 35.11300(N)    085 00 52.34600(W) AD(       ) 1
 DG3342  NGVD 29 (07/19/86)  394.8    (m)         1295.     (f) VERT ANG       
 DG3342
 DG3342.Superseded values are not recommended for survey control.
 DG3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3342.See file dsdata.txt to determine how the superseded data were derived.
 DG3342
 DG3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8338663178(NAD 83)
 DG3342_MARKER: DS = TRIANGULATION STATION DISK
 DG3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3342
 DG3342  HISTORY     - Date     Condition        Report By
 DG3342  HISTORY     - 1941     MONUMENTED       CGS
 DG3342  HISTORY     - 1964     POOR             CGS
 DG3342  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DG3342
 DG3342                          STATION DESCRIPTION
 DG3342
 DG3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3342'STATION IS ABOUT 2 MILES E OF ROCKMART ON THE SW END OF THE
 DG3342'TOP OF SIGNAL MOUNTAIN.  178 FEET W OF THE LOOKOUT TOWER.
 DG3342'IT WAS NECESSARY TO PUT IN A NEW STATION INSTEAD OF USING
 DG3342'CARNES 2 (G.S.S.) BECAUSE A BUILDING HAS BEEN ERECTED SO
 DG3342'CLOSE TO THIS STATION THAT IT IS IMPOSSIBLE TO BUILD OVER IT.
 DG3342'THE NEW STATION IS 6 FEET S OF THE SW CORNER OF THIS SMALL
 DG3342'WHITE BUILDING.
 DG3342'
 DG3342'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DG3342'DISKS SET IN CONCRETE.
 DG3342'
 DG3342'REFERENCE MARK NO. 1 IS ON THE N SIDE OF THE CREST OF THE
 DG3342'MOUNTAIN BETWEEN THE STATION AND THE LOOKOUT TOWER.
 DG3342'
 DG3342'REFERENCE MARK NO. 2 IS ON THE S SLOPE OF THE MOUNTAIN, 10
 DG3342'FEET N OF THE ROAD AROUND THE TOP OF THE MOUNTAIN.
 DG3342'
 DG3342'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE HEAD WALL
 DG3342'OF A CULVERT ON THE E SIDE OF STATE HIGHWAY 6 AT THE POINT OF
 DG3342'LEAVING THIS HIGHWAY ENROUTE TO THE STATION.
 DG3342'
 DG3342'TO REACH THE STATION FROM ROCKMART POST OFFICE, GO E ON
 DG3342'ELM STREET, 0.5 MILE TO STATE HIGHWAY 6.  TURN RIGHT ON
 DG3342'HWY 6 AND GO 0.4 MILE TO A GRADED DIRT ROAD LEFT, JUST S OF
 DG3342'ROCKMART CITY LIMITS.  TURN LEFT AND GO 1.8 MILES (KEEPING
 DG3342'STRAIGHT AHEAD AT A CROSS ROAD AT 0.8 MILE) TO A ROAD
 DG3342'SHARP LEFT JUST BEYOND A FARMHOUSE.  TURN LEFT AND FOLLOW
 DG3342'THIS ROAD 1.1 MILES TO TOP OF THE MOUNTAIN.
 DG3342'
 DG3342'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DG3342
 DG3342                          STATION RECOVERY (1964)
 DG3342
 DG3342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 DG3342'THE SURFACE MONUMENT WAS FOUND LYING LOOSE IN THE SHALLOW
 DG3342'HOLE FROM WHICH IT HAD BEEN REMOVED.  THE UNDERGROUND MARK
 DG3342'WAS UNCOVERED, APPARENTLY UNDISTURBED, AT THE BOTTOM OF THIS
 DG3342'HOLE.  A CAREFUL SEARCH FAILED TO REVEAL ANY TRACE OF THE
 DG3342'REFERENCE MARKS.  NO BUILDINGS AND ONLY THE CONCRETE FOOTINGS
 DG3342'OF THE LOOKOUT TOWER REMAIN OF THE STRUCTURES MENTIONED IN
 DG3342'THE ORIGINAL DESCRIPTION.  THE CONCRETE BASE OF CARNES 2 (NO
 DG3342'DISK) WAS RECOVERED.  THE DISTANCE TO THE CENTER OF THE CARNES
 DG3342'2 CONCRETE POST AND TO THE GEOMETRIC CENTER OF THE FOUR
 DG3342'FOOTINGS OF THE LOOKOUT TOWER WAS MEASURED AND FOUND TO BE 5.8
 DG3342'AND 178 FEET RESPECTIVELY.  THE DIRECTIONS FOR REACHING
 DG3342'THE STATION ARE ADEQUATE, HOWEVER, IT SHOULD BE NOTED
 DG3342'THAT THE ROAD FROM THE FARMHOUSE TO THE TOP OF THE
 DG3342'MOUNTAIN HAD BEEN BARRED BY LOCK AND CHAIN.  A KEY TO THE
 DG3342'LOCK MAY BE PROCURED FROM THE RESIDENTS OF THE FARMHOUSE.
 DG3342'THE CARNES 3 UNDERGROUND MARK IS AT THE BOTTOM OF THE HOLE
 DG3342'UNDER THE LOOSE SURFACE MONUMENT.  69 FEET SOUTHWEST OF
 DG3342'6-INCH BLAZED PINE TREE AT THE NORTH EDGE OF THE ROAD,
 DG3342'3.2 FEET NORTHWEST OF A WOODEN UTILITY POLE SUPPORTING A
 DG3342'RADIO ANTENNA.
 DG3342
 DG3342                          STATION RECOVERY (1972)
 DG3342
 DG3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 DG3342'NO SUITABLE LOCATION WAS FOUND FOR A DISTANT REFERENCE MARK.
 DG3342'
 DG3342'NO MEASUREMENT BETWEEN RMS DUE TO TERRAIN.
 DG3342'
 DG3342'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 DG3342'RECOVERED AND FOUND TO BE IN APPARENT GOOD CONDITION.  THE
 DG3342'STATION MARK WAS REPORTED AS LYING LOOSE OVER THE UNDERGROUND
 DG3342'MARK BY V. E. S. IN 1964.  THE SURFACE MARK WAS REMOVED, THE
 DG3342'UNDERGROUND POINT WAS HELD AND A NEW SURFACE MARK WAS SET AT
 DG3342'THIS TIME.  THE AZIMUTH MARK HAS BEEN MOVED AND WILL NO LONGER
 DG3342'SEE THE STATION AND WAS DESTROYED AT THIS TIME.  REFERENCE MARK
 DG3342'2 WAS SEARCHED FOR, BUT WAS NOT FOUND AND IS ASSUMED TO BE
 DG3342'DESTROYED.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 DG3342'TIME.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 DG3342'CHECKED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DG3342'
 DG3342'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF YORKVILLE, 2
 DG3342'MILES EAST OF ROCKMART ON ABOUT THE HIGHEST POINT OF SIGNAL
 DG3342'MOUNTAIN AND IS IN THE CENTER OF A TURN-AROUND.  IT IS ON THE
 DG3342'PROPERTY OF MR. MOORE, WHOSE FATHER MR. R. C. MOORE, WHO LIVES
 DG3342'JUST SOUTH OF THE STATION, GAVE PERMISSION FOR THE TOWER.  THE
 DG3342'KEY TO THE LOCKED CABLE CAN BE OBTAINED FROM HIM AT THIS TIME.
 DG3342'
 DG3342'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 278
 DG3342'AND STATE ROUTES 113 AND 101 IN ROCKMART, GO SOUTH ON HIGHWAY
 DG3342'278 FOR 0.4 MILE TO A SIDE ROAD LEFT JUST AFTER PASSING THE
 DG3342'VAN WERT CITY LIMITS.  TURN LEFT AND GO EASTERLY ON A PAVED
 DG3342'ROAD FOR 0.7 MILE TO A CROSSROAD.  CONTINUE AHEAD, EASTERLY, ON
 DG3342'THE PAVED ROAD FOR 1.0 MILE TO MR. R. C. MOORES HOUSE ON THE
 DG3342'LEFT.  CONTINUE AHEAD, EASTERLY, ON THE PAVED ROAD FOR 0.05
 DG3342'MILE TO A TRACK ROAD AND LOCKED CABLE ON THE LEFT.  TURN LEFT,
 DG3342'PASS THROUGH THE LOCKED CABLE, AND GO NORTHERLY ON A WINDING
 DG3342'TRACK ROAD FOR 1.0 MILE TO THE END OF THE ROAD AND THE
 DG3342'STATION.
 DG3342'
 DG3342'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 DG3342'CARNES 3 1941 1972 AND IS SET IN A 2 FOOT IRREGULAR MASS OF
 DG3342'CONCRETE THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET
 DG3342'WEST OF A METAL WITNESS POST AND 24 FEET NORTH OF THE CENTER
 DG3342'OF THE ROAD.  THE UNDERGROUND DISK IS STAMPED CARNES 3 1941 AND
 DG3342'IS SET IN AN IRREGULAR MASS OF CONCRETE 14 INCHES BELOW THE
 DG3342'GROUND SURFACE.
 DG3342'
 DG3342'REFERENCE MARK 1, A STANDARD DISK STAMPED CARNES 3 NO 1 1941,
 DG3342'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 DG3342'2 INCHES BELOW THE GROUND SURFACE.  IT IS 26 FEET NORTH OF THE
 DG3342'CENTER OF THE ROAD AND 1 FOOT WEST OF THE METAL WITNESS POST.
 DG3342'
 DG3342'REFERENCE MARK 3, A STANDARD DISK STAMPED CARNES 3 NO 3 1941
 DG3342'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DG3342'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 142
 DG3342'FEET WEST OF THE METAL WITNESS POST, 5 FEET EAST OF THE EAST
 DG3342'EDGE OF THE ROAD AND ABOUT 7 FEET LOWER THAN THE STATION MARK.
 DG3342'
 DG3342'HEIGHT OF LIGHT ABOVE STATION MARK 60.4 FEET.
 DG3342'
 DG3342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3342'2 MILES EAST OF ROCKMART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1502 ***********************************************************************
 ED1502  DESIGNATION -  CARNESVILLE FRANKLIN LOT
 ED1502  PID         -  ED1502
 ED1502  STATE/COUNTY-  GA/FRANKLIN
 ED1502  USGS QUAD   -  CARNESVILLE (1985)
 ED1502
 ED1502                         *CURRENT SURVEY CONTROL
 ED1502  ___________________________________________________________________
 ED1502* NAD 83(1994)-  34 21 38.86493(N)    083 12 58.68555(W)     ADJUSTED  
 ED1502* NAVD 88     -                                                        
 ED1502  ___________________________________________________________________
 ED1502  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 ED1502  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ED1502
 ED1502  HORZ ORDER  -  THIRD
 ED1502
 ED1502.The horizontal coordinates were established by classical geodetic methods
 ED1502.and adjusted by the National Geodetic Survey in September 1997..
 ED1502
 ED1502
 ED1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1502
 ED1502.The geoid height was determined by GEOID03.
 ED1502
 ED1502;                    North         East     Units Scale Factor Converg.
 ED1502;SPC GA E     -   484,020.379   103,449.285   MT  1.00001487   -0 35 32.9
 ED1502;SPC GA E     - 1,587,990.19    339,399.86   sFT  1.00001487   -0 35 32.9
 ED1502;UTM  17      - 3,804,387.046   296,180.135   MT  1.00011209   -1 15 04.7
 ED1502
 ED1502                          SUPERSEDED SURVEY CONTROL
 ED1502
 ED1502  NAD 83(1986)-  34 21 38.87237(N)    083 12 58.68440(W) AD(       ) 4
 ED1502  NAD 27      -  34 21 38.49847(N)    083 12 59.13691(W) AD(       ) 3
 ED1502
 ED1502.Superseded values are not recommended for survey control.
 ED1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1502.See file dsdata.txt to determine how the superseded data were derived.
 ED1502
 ED1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9618004387(NAD 83)
 ED1502_MARKER: 57 = LOOKOUT TOWER
 ED1502
 ED1502  HISTORY     - Date     Condition        Report By
 ED1502  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1502
 ED1502                          STATION DESCRIPTION
 ED1502
 ED1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1502'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE CARNESVILLE
 ED1502'FRANKLIN COUNTY GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT
 ED1502'IS A STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED SKELETON
 ED1502'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 100 FEET HIGH.
 ED1502'
 ED1502'LOCATED ABOUT 1.4 MILES EAST-SOUTHEAST OF THE CENTER OF
 ED1502'CARNESVILLE, 0.1 MILE SOUTH OF STATE HIGHWAY 145, AT THE END OF THE
 ED1502'ENTRANCE ROAD, AT THE SITE OF TRIANGULATION STATION CARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1512 ***********************************************************************
 ED1512  DESIGNATION -  CARNESVILLE LAVONIA RD TANK
 ED1512  PID         -  ED1512
 ED1512  STATE/COUNTY-  GA/FRANKLIN
 ED1512  USGS QUAD   -  MARTIN (1981)
 ED1512
 ED1512                         *CURRENT SURVEY CONTROL
 ED1512  ___________________________________________________________________
 ED1512* NAD 83(1994)-  34 22 44.95561(N)    083 13 40.01851(W)     ADJUSTED  
 ED1512* NAVD 88     -                                                        
 ED1512  ___________________________________________________________________
 ED1512  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 ED1512  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ED1512
 ED1512  HORZ ORDER  -  THIRD
 ED1512
 ED1512.The horizontal coordinates were established by classical geodetic methods
 ED1512.and adjusted by the National Geodetic Survey in September 1997..
 ED1512.No horizontal observational check was made to the station.
 ED1512
 ED1512
 ED1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1512
 ED1512.The geoid height was determined by GEOID03.
 ED1512
 ED1512;                    North         East     Units Scale Factor Converg.
 ED1512;SPC GA E     -   486,067.779   102,414.419   MT  1.00001735   -0 35 57.2
 ED1512;SPC GA E     - 1,594,707.37    336,004.64   sFT  1.00001735   -0 35 57.2
 ED1512;UTM  17      - 3,806,446.416   295,168.787   MT  1.00011718   -1 15 30.2
 ED1512
 ED1512                          SUPERSEDED SURVEY CONTROL
 ED1512
 ED1512  NAD 83(1986)-  34 22 44.96378(N)    083 13 40.01767(W) AD(       ) 4
 ED1512  NAD 27      -  34 22 44.59125(N)    083 13 40.46791(W) AD(       ) 3
 ED1512
 ED1512.Superseded values are not recommended for survey control.
 ED1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1512.See file dsdata.txt to determine how the superseded data were derived.
 ED1512
 ED1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9516906446(NAD 83)
 ED1512_MARKER: 53 = ELEVATED TANK
 ED1512
 ED1512  HISTORY     - Date     Condition        Report By
 ED1512  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1512
 ED1512                          STATION DESCRIPTION
 ED1512
 ED1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1512'THE STATION IS THE BALL ATOP AND CENTER OF THE CARNESVILLE LAVONIA
 ED1512'ROAD MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH
 ED1512'A CONICAL TOP AND A FLAT BOTTOM, SUPPORTED BY FOUR I-BEAM LEGS.  IT
 ED1512'IS SILVER IN COLOR AND APPROXIMATELY 60 FEET HIGH.
 ED1512'
 ED1512'LOCATED ABOUT 0.75 MILE NORTHEAST OF CARNESVILLE, 280 FEET
 ED1512'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 106 AND 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1505 ***********************************************************************
 ED1505  DESIGNATION -  CARNESVILLE MUN TANK
 ED1505  PID         -  ED1505
 ED1505  STATE/COUNTY-  GA/FRANKLIN
 ED1505  USGS QUAD   -  CARNESVILLE (1985)
 ED1505
 ED1505                         *CURRENT SURVEY CONTROL
 ED1505  ___________________________________________________________________
 ED1505* NAD 83(1994)-  34 22 13.33467(N)    083 14 07.90944(W)     ADJUSTED  
 ED1505* NAVD 88     -                                                        
 ED1505  ___________________________________________________________________
 ED1505  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 ED1505  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 ED1505
 ED1505  HORZ ORDER  -  THIRD
 ED1505
 ED1505.The horizontal coordinates were established by classical geodetic methods
 ED1505.and adjusted by the National Geodetic Survey in September 1997..
 ED1505
 ED1505
 ED1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1505
 ED1505.The geoid height was determined by GEOID03.
 ED1505
 ED1505;                    North         East     Units Scale Factor Converg.
 ED1505;SPC GA E     -   485,100.937   101,691.628   MT  1.00001909   -0 36 12.5
 ED1505;SPC GA E     - 1,591,535.32    333,633.28   sFT  1.00001909   -0 36 12.5
 ED1505;UTM  17      - 3,805,487.855   294,434.848   MT  1.00012090   -1 15 45.0
 ED1505
 ED1505                          SUPERSEDED SURVEY CONTROL
 ED1505
 ED1505  NAD 83(1986)-  34 22 13.34261(N)    083 14 07.90840(W) AD(       ) 4
 ED1505  NAD 27      -  34 22 12.96963(N)    083 14 08.35901(W) AD(       ) 3
 ED1505
 ED1505.Superseded values are not recommended for survey control.
 ED1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1505.See file dsdata.txt to determine how the superseded data were derived.
 ED1505
 ED1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9443505488(NAD 83)
 ED1505_MARKER: 53 = ELEVATED TANK
 ED1505
 ED1505  HISTORY     - Date     Condition        Report By
 ED1505  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1505
 ED1505                          STATION DESCRIPTION
 ED1505
 ED1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1505'THE STATION IS THE BALL TOP CENTER OF THE CARNESVILLE MUNICIPAL
 ED1505'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP
 ED1505'AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TRUSS-WORK LEGS.  IT
 ED1505'IS SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ED1505'
 ED1505'LOCATED IN THE NORTHWEST SECTION OF CARNESVILLE, 300 FEET
 ED1505'NORTHWEST OF THE COURTHOUSE AND 50 FEET NORTHWEST OF THE POST
 ED1505'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1501 ***********************************************************************
 ED1501  DESIGNATION -  CARNESVILLE TV MAST
 ED1501  PID         -  ED1501
 ED1501  STATE/COUNTY-  GA/FRANKLIN
 ED1501  USGS QUAD   -  CARNESVILLE (1985)
 ED1501
 ED1501                         *CURRENT SURVEY CONTROL
 ED1501  ___________________________________________________________________
 ED1501* NAD 83(1994)-  34 21 37.10325(N)    083 12 57.00937(W)     ADJUSTED  
 ED1501* NAVD 88     -                                                        
 ED1501  ___________________________________________________________________
 ED1501  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 ED1501  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ED1501
 ED1501  HORZ ORDER  -  THIRD
 ED1501
 ED1501.The horizontal coordinates were established by classical geodetic methods
 ED1501.and adjusted by the National Geodetic Survey in September 1997..
 ED1501
 ED1501
 ED1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1501
 ED1501.The geoid height was determined by GEOID03.
 ED1501
 ED1501;                    North         East     Units Scale Factor Converg.
 ED1501;SPC GA E     -   483,965.655   103,491.554   MT  1.00001477   -0 35 31.9
 ED1501;SPC GA E     - 1,587,810.65    339,538.54   sFT  1.00001477   -0 35 31.9
 ED1501;UTM  17      - 3,804,331.834   296,221.777   MT  1.00011188   -1 15 03.7
 ED1501
 ED1501                          SUPERSEDED SURVEY CONTROL
 ED1501
 ED1501  NAD 83(1986)-  34 21 37.11135(N)    083 12 57.00831(W) AD(       ) 4
 ED1501  NAD 27      -  34 21 36.73665(N)    083 12 57.46079(W) AD(       ) 3
 ED1501
 ED1501.Superseded values are not recommended for survey control.
 ED1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1501.See file dsdata.txt to determine how the superseded data were derived.
 ED1501
 ED1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU9622204332(NAD 83)
 ED1501_MARKER: 42 = RADIO/TV MAST
 ED1501
 ED1501  HISTORY     - Date     Condition        Report By
 ED1501  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1501
 ED1501                          STATION DESCRIPTION
 ED1501
 ED1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1501'THE STATION IS THE TOP CENTER, NO LIGHT AT THIS TIME, OF THE
 ED1501'GEORGIA STATE EDUCATION TELEVISION NETWORK MAST.  IT IS A GUYED
 ED1501'MAST, PAINTED ALTERNATELY RED AND WHITE, AND THE OVERALL HEIGHT IS
 ED1501'196 FEET.
 ED1501'
 ED1501'LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF CARNESVILLE, 1/4 MILE
 ED1501'SOUTH OF STATE HIGHWAY 145, AND ABOUT 240 FEET SOUTHEAST OF
 ED1501'TRIANGULATION STATION CARN 1975.
 ED1501'
 ED1501'TO REACH FROM THE COURTHOUSE IN CARNESVILLE, GO EAST ON STATE
 ED1501'HIGHWAY 145 FOR 1.55 MILES TO COUNTY ROUTE 156 ON THE RIGHT.  TURN
 ED1501'RIGHT AND GO SOUTH ON ROUTE 156 FOR 0.3 MILE TO THE STATION ON
 ED1501'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0004 ***********************************************************************
 CL0004  DESIGNATION -  CARR
 CL0004  PID         -  CL0004
 CL0004  STATE/COUNTY-  GA/EMANUEL
 CL0004  USGS QUAD   -  NORRISTOWN (1971)
 CL0004
 CL0004                         *CURRENT SURVEY CONTROL
 CL0004  ___________________________________________________________________
 CL0004* NAD 83(1994)-  32 31 19.87773(N)    082 28 05.56403(W)     ADJUSTED  
 CL0004* NAVD 88     -        87.083  (meters)     285.70   (feet)  ADJUSTED  
 CL0004  ___________________________________________________________________
 CL0004  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 CL0004  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CL0004  DYNAMIC HT  -          86.985 (meters)     285.38  (feet)  COMP
 CL0004  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CL0004
 CL0004  HORZ ORDER  -  FIRST
 CL0004  VERT ORDER  -  FIRST     CLASS II
 CL0004
 CL0004.The horizontal coordinates were established by classical geodetic methods
 CL0004.and adjusted by the National Geodetic Survey in September 1997..
 CL0004
 CL0004.The orthometric height was determined by differential leveling
 CL0004.and adjusted by the National Geodetic Survey in June 1991..
 CL0004
 CL0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0004
 CL0004.The geoid height was determined by GEOID03.
 CL0004
 CL0004.The dynamic height is computed by dividing the NAVD 88
 CL0004.geopotential number by the normal gravity value computed on the
 CL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0004.degrees latitude (g = 980.6199 gals.).
 CL0004
 CL0004.The modeled gravity was interpolated from observed gravity values.
 CL0004
 CL0004;                    North         East     Units Scale Factor Converg.
 CL0004;SPC GA E     -   279,657.333   171,671.462   MT  0.99990989   -0 09 43.6
 CL0004;SPC GA E     -   917,509.10    563,225.45   sFT  0.99990989   -0 09 43.6
 CL0004;UTM  17      - 3,599,268.714   362,104.819   MT  0.99983448   -0 47 22.1
 CL0004
 CL0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0004!SPC GA E     -   0.99999085  x   0.99990989  =   0.99990074
 CL0004!UTM  17      -   0.99999085  x   0.99983448  =   0.99982533
 CL0004
 CL0004:                Primary Azimuth Mark                     Grid Az
 CL0004:SPC GA E     -  CARR AZ MK                               056 08 58.0
 CL0004:UTM  17      -  CARR AZ MK                               056 46 36.5
 CL0004
 CL0004|---------------------------------------------------------------------|
 CL0004| PID    Reference Object                     Distance      Geod. Az  |
 CL0004|                                                           dddmmss.s |
 CL0004| CL0006 CARR AZ MK                                         0555914.4 |
 CL0004| CL3211 SWINSBORO COUNTY COURTHOUSE         APPROX.15.0 KM 0563501.5 |
 CL0004| CL1843 SWAINSBORO WHITE WATER TANK         APPROX.15.3 KM 0571415.1 |
 CL0004| CY7314 CARR RM 4                            21.366 METERS 06121     |
 CL0004| CL0005 CARR RM 1                            32.700 METERS 06142     |
 CL0004| CY7313 CARR RM 3                            18.219 METERS 17249     |
 CL0004| CL0003 CARR RM 2                            22.050 METERS 18751     |
 CL0004| CL1888 CARR AZ MK 2                        APPROX. 1.2 KM 2032848.7 |
 CL0004|---------------------------------------------------------------------|
 CL0004
 CL0004                          SUPERSEDED SURVEY CONTROL
 CL0004
 CL0004  NAD 83(1986)-  32 31 19.88328(N)    082 28 05.56304(W) AD(       ) 1
 CL0004  NAD 27      -  32 31 19.28808(N)    082 28 06.09224(W) AD(       ) 1
 CL0004  NGVD 29 (??/??/92)   87.288  (m)          286.38   (f) ADJ UNCH    1 2
 CL0004
 CL0004.Superseded values are not recommended for survey control.
 CL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0004.See file dsdata.txt to determine how the superseded data were derived.
 CL0004
 CL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6210599269(NAD 83)
 CL0004_MARKER: DS = TRIANGULATION STATION DISK
 CL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0004_STAMPING: CARR 1935
 CL0004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0004+STABILITY: SURFACE MOTION
 CL0004
 CL0004  HISTORY     - Date     Condition        Report By
 CL0004  HISTORY     - 1935     MONUMENTED       CGS
 CL0004  HISTORY     - 1954     GOOD             CGS
 CL0004  HISTORY     - 1962     GOOD             CGS
 CL0004  HISTORY     - 1962     GOOD             NGS
 CL0004  HISTORY     - 1969     GOOD             CGS
 CL0004  HISTORY     - 1969     GOOD             NGS
 CL0004  HISTORY     - 1973     GOOD             NGS
 CL0004  HISTORY     - 1979     GOOD             NGS
 CL0004
 CL0004                          STATION DESCRIPTION
 CL0004
 CL0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL0004'ABOUT 10.4 MILES SOUTHWEST OF SWAINSBORO, ABOUT 2.7 MILES NORTHEAST
 CL0004'OF NORRISTOWN, ON THE NORTHWEST SIDE OF OLD SWAINSBORO-NORRISTOWN
 CL0004'ROAD, ON SOUTHEAST EDGE OF CULTIVATED FIELD AND ON THE SOUTHWEST
 CL0004'EDGE OF A TRIANGULAR PLOT OF GROUND THAT IS THE OLD MC LEOD FAMILY
 CL0004'BURYING GROUND, ON PROPERTY BELONGING TO MRS. CARR OF SWAINSBORO,
 CL0004'10.4 METERS (34 FEET) WEST OF A GRAVE HEADSTONE, 10 METERS (33 FEET)
 CL0004'SOUTH BY WEST OF ANOTHER HEADSTONE AND 9.7 METERS (32 FEET)
 CL0004'NORTHWEST OF CENTER LINE OF ROAD AND 4.3 METERS (14 FEET) NORTHWEST
 CL0004'OF FENCE ALONG NORTHWEST EDGE OF ROADWAY CUT BANK.  TO REACH FROM
 CL0004'COURTHOUSE IN SWAINSBORO GO WEST 9.6 MILES ON U.S. HIGHWAY 80 TO
 CL0004'T-ROAD, (JUNCTION OF GEORGIA STATE HIGHWAYS 26 AND 56).  TURN LEFT ON
 CL0004'DIRT ROAD (STATE HIGHWAY 56) 2.6 MILES TO CROSS ROAD AT FOOT OF TWO
 CL0004'HILLS (CHURCH AND CEMETERY AT TOP OF NEXT HILL).  TURN LEFT AT
 CL0004'CROSSROADS 1.7 MILES TO STATION ON NORTHWEST SIDE OF ROAD.  SURFACE
 CL0004'AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CL0004'UPPER MARK PROJECTS 8 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 CL0004'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1
 CL0004'PROJECTS 8 INCHES, IS ON NORTHWEST SIDE OF FENCE ALONG ROAD, 6 PACES
 CL0004'NORTHWEST OF CENTER LINE OF ROAD AND 32.70 METERS (107 FEET)
 CL0004'EAST-NORTHEAST OF STATION N 61 DEG 42 MIN E.  NO. 2 PROJECTS
 CL0004'10 INCHES, IS 7 PACES SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET
 CL0004'SOUTHEAST OF FENCE ALONG ROAD AND 22.05 METERS (72 FEET) SOUTH BY
 CL0004'WEST OF STATION S 7 DEG 51 MIN W.  AZIMUTH MARK PROJECTS 6
 CL0004'INCHES, IS 26 PACES SOUTHWEST OF FENCE CORNER, 8 PACES SOUTHEAST OF
 CL0004'CENTER LINE OF ROAD, 6 PACES SOUTHWEST OF TWO PINE TREES, 3 PACES
 CL0004'SOUTHEAST OF CUT BANK, 2 PACES NORTHWEST OF WIRE FENCE AND 0.45 MILE
 CL0004'NORTHEAST OF STATION N 55 DEG 59 MIN E.
 CL0004
 CL0004                          STATION RECOVERY (1954)
 CL0004
 CL0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL0004'RECOVERED ALL MARKS IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR
 CL0004'CHANGES IN ROADS.
 CL0004'
 CL0004'THE STATION IS ABOUT 10 MI. SW OF SWAINSBORO, ABOUT 2 MI. NE OF
 CL0004'MORRISTOWN, ON THE HIGHEST POINT IN THE VICINITY EXCEPT POSSIBLY THE
 CL0004'POINT ABOUT 1/4 MI. SE OF THE STATION, BESIDE THE OLD MC LEOD FAMILY
 CL0004'BURIAL GROUNDS, 34 FT. S-SW OF THE HEADSTONE OF MARY HALL, 32 FT. NW
 CL0004'OF THE CENTERLINE OF THE ROAD, 32.5 FT. W OF THE CENTER OF A 16-IN.
 CL0004'OAK TREE, AND ON PROPERTY BELONGING TO MRS. CARR OF SWAINSBORO.
 CL0004'THE MARK PROJECTS 4 IN., AND
 CL0004'THE DISK IS STAMPED CARR 1935.
 CL0004'
 CL0004'REFERENCE MARK IS 107.25 FT. N 61 DEG 42 MIN E FROM THE
 CL0004'STATION, ON A BANK ABOUT 4 FT. ABOVE THE ROAD, 76 FT. E-NE OF A
 CL0004'16-IN. OAK TREE, AND 19 FT. NW OF THE CENTERLINE OF THE ROAD.  THE
 CL0004'MARK PROJECTS 4 IN., AND THE DISK IS
 CL0004'STAMPED CARR NO 1 1935.
 CL0004'
 CL0004'REFERENCE MARK 2 IS 72.45 FT. S 7 DEG 51 MIN W FROM THE
 CL0004'STATION, 21 FT. SE OF THE CENTERLINE OF THE ROAD, AND ON A SMALL
 CL0004'BANK.  THE MARK PROJECTS 10 IN., AND
 CL0004'THE DISK IS STAMPED CARR NO 2 1935.
 CL0004'
 CL0004'AZIMUTH MARK IS 0.45 MI. N 55 DEG 59 MIN E FROM
 CL0004'THE STATION, 64 FT. W OF A FENCE CORNER ON A 16-IN.  PINE TREE, 8
 CL0004'FT. NW OF A FENCE, 6 FT. SE OF THE TOP OF A 6-FT. BANK, AND 26 FT. SE
 CL0004'OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6 IN., AND THE
 CL0004'DISK IS STAMPED CARR AZ MK 1935.
 CL0004'
 CL0004'TO REACH FROM THE COURTHOUSE IN SWAINSBORO, GO W ON U.S. HIGHWAY 80
 CL0004'FOR 9.2 MI. AND TURN LEFT ONTO U.S. HIGHWAY 221, THENCE S FOR 2.6 MI.
 CL0004'TO A CROSSROADS AND TURN LEFT, THENCE E AND NE FOR 1.6 MI. TO THE
 CL0004'STATION ON THE LEFT.
 CL0004
 CL0004                          STATION RECOVERY (1962)
 CL0004
 CL0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0004'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM ITS JUNCTION WITH A
 CL0004'BLACK TOP ROAD LEADING NORTHWEST AT NORRISTOWN, THENCE 1.6 MILES
 CL0004'EAST ALONG A GRADED ROAD, 0.3 MILE NORTHEAST OF A T ROAD JUNCTION,
 CL0004'ON TOP OF THE HIGHEST GROUND IN THE VICINITY, NEAR THE SOUTH CORNER
 CL0004'OF A CEMETERY, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 32
 CL0004'FEET WEST OF A LONE 24-INCH OAK TREE, 12 FEET NORTHWEST OF A FENCE
 CL0004'LINE, 1-1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 CL0004'CONCRETE POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0004'
 CL0004'R.M. 1--ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM ITS JUNCTION
 CL0004'WITH A BLACK TOP ROAD LEADING NORTHWEST AT NORRISTOWN, THENCE 1.6
 CL0004'MILES EAST ALONG A BLACK TOP ROAD, 0.3 MILE NORTHEAST OF A T ROAD
 CL0004'JUNCTION, 107.3 FEET NORTHEAST OF THE STATION MARK, 75 FEET
 CL0004'NORTHEAST OF A LONE 24-INCH OAK TREE, 19 FEET NORTHWEST OF THE
 CL0004'CENTER LINE OF THE ROAD, 5-1/2 FEET SOUTHWEST OF A 6 INCH OAK TREE,
 CL0004'IN A FENCE LINE, 5 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 CL0004'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 CL0004'GROUND.
 CL0004'
 CL0004'AZ MK--ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM ITS
 CL0004'JUNCTION WITH A BLACK TOP ROAD LEADING NORTHWEST AT NORRISTOWN,
 CL0004'THENCE 2.1 MILES EAST ALONG A GRADED ROAD, 0.15 MILE SOUTHWEST OF THE
 CL0004'SOUTHWEST END OF A BRIDGE OVER THE LITTLE OHOOPEE RIVER, NEAR THE
 CL0004'NORTH CORNER OF A CLEARING, NEAR THE NORTHEAST END OF AN 8 FOOT HIGH
 CL0004'CUT, ON THE TOP OF THE CUT, 27-1/2 FEET SOUTHEAST OF THE CENTER LINE
 CL0004'OF THE ROAD, 21-1/2 FEET WEST OF A 10-INCH PINE TREE THAT IS AT A
 CL0004'FENCE CORNER, 7 FEET NORTHWEST OF A FENCE LINE, 8 FEET ABOVE THE
 CL0004'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CL0004'INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0004'
 CL0004'R.M. 2--ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM THE JUNCTION
 CL0004'OF A BLACK TOP ROAD LEADING NORTHWEST, THENCE 1.6 MILES EAST ALONG A
 CL0004'GRADED ROAD, 0.3 MILE EAST OF A T ROAD JUNCTION, 72.3 FEET SOUTH OF
 CL0004'AND ACROSS THE ROAD FROM THE STATION MARK, 21 FEET SOUTHEAST OF
 CL0004'THE CENTER LINE OF THE ROAD, 4-1/2 FEET NORTHWEST OF A FENCE LINE, 2
 CL0004'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 CL0004'POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0004
 CL0004                          STATION RECOVERY (1962)
 CL0004
 CL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0004'2.6 MI NE FROM NORRISTOWN.
 CL0004'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM ITS JUNCTION
 CL0004'WITH A BLACK TOP ROAD LEADING NORTHWEST AT NORRISTOWN, THENCE 1.6
 CL0004'MILES EAST ALONG A GRADED ROAD, 0.3 MILE NORTHEAST OF A T ROAD
 CL0004'JUNCTION, ON TOP OF THE HIGHEST GROUND IN THE VICINITY, NEAR THE
 CL0004'SOUTH CORNER OF A CEMETERY, 33 FEET NORTHWEST OF THE CENTER LINE
 CL0004'OF THE ROAD, 32 FEET WEST OF A LONE 24-INCH OAK TREE, 12 FEET
 CL0004'NORTHWEST OF A FENCE LINE, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD
 CL0004'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 CL0004'THE LEVEL OF THE GROUND.
 CL0004
 CL0004                          STATION RECOVERY (1969)
 CL0004
 CL0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL0004'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CL0004'THE REFERENCE MARKS WERE FOUND OUT OF THE GROUND AND WERE RESET AS
 CL0004'REFERENCE MARKS 3 AND 4 1969 AT THIS TIME.  THE AZIMUTH MARK WAS NOT
 CL0004'VISIBLE FROM THE GROUND.
 CL0004'
 CL0004'STATION IS LOCATED ABOUT 2.7 MILES NORTHEAST OF NORRISTOWN AND ABOUT
 CL0004'10.4 MILES SOUTHWEST OF SWAINSBORO, 33.0 FT. WEST OF THE CENTER OF
 CL0004'ROAD, 32.0 FT. SOUTH-SOUTHWEST OF A 18-INCH OAK TREE, 8.0 FT. WEST
 CL0004'OF A FENCELINE AND 1.5 FT. WEST OF A METAL WITNESS POST AND SIGN.
 CL0004'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CARR 1935.
 CL0004'
 CL0004'REFERENCE MARK NO. 3 IS 20.0 FT. EAST OF THE CENTER OF ROAD AND
 CL0004'1.0 FT. WEST OF A METAL WITNESS POST AND SIGN.  THE MONUMENT
 CL0004'PROJECTS 3 INCHES AND THE DISK IS STAMPED CARR NO 3 1969.
 CL0004'
 CL0004'REFERENCE MARK NO. 4 IS 39.5 FT. NORTH OF 18-INCH OAK TREE, 25.0
 CL0004'FT. WEST OF THE CENTER OF ROAD AND 1.5 FT. WEST OF METAL WITNESS
 CL0004'POST AND SIGN AND FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 CL0004'DISK IS STAMPED CARR NO 4 1969.
 CL0004'
 CL0004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON SAND
 CL0004'ROAD 0.55 MILE TO MARK ON THE RIGHT ATOP 10 FT. BANK, 7.0 FT. WEST
 CL0004'OF FENCE, 21.0 FT. SOUTHWEST OF FENCE CORNER AND 29.0 FT. EAST OF THE
 CL0004'CENTER OF ROAD.  MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 CL0004'STAMPED CARR AZ MK 1935.
 CL0004'
 CL0004'TO REACH THE STATION FROM THE POST OFFICE IN NORRISTOWN, GO NORTH
 CL0004'ON U.S. HIGHWAY 221 FOR 0.9 MILE TO A CROSSROAD, TURN RIGHT GO
 CL0004'EAST FOR 1.3 MILES TO A SIDEROAD RIGHT, CONTINUE EAST FOR 0.25 MILE
 CL0004'TO Y-INTERSECTION, KEEP RIGHT FORK FOR 0.1 MILE TO LONE 18-INCH OAK
 CL0004'TREE AND STATION ON THE LEFT.
 CL0004'
 CL0004'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.7 MILES
 CL0004'NORTHEAST OF NORRISTOWN
 CL0004
 CL0004                          STATION RECOVERY (1969)
 CL0004
 CL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CL0004'RECOVERED IN GOOD CONDITION.
 CL0004
 CL0004                          STATION RECOVERY (1973)
 CL0004
 CL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 CL0004'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 CL0004'MARKS WERE FOUND IN GOOD CONDITION.  NO SEARCH FOR THE AZIMUTH MARK
 CL0004'WAS MADE.
 CL0004'
 CL0004'THE RECOVERY NOTE OF W.H.B. IN 1954 IS ADEQUATE.
 CL0004'
 CL0004'THE PROPERTY IS NOW OWNED BY MR. RANDOPH CARR OF SWAINSBORO.
 CL0004'
 CL0004'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10.5 MILES
 CL0004'SOUTHWEST OF SWAINSBORO.
 CL0004
 CL0004                          STATION RECOVERY (1979)
 CL0004
 CL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL0004'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 CL0004'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 CL0004'MARK WAS BLOCKED BY TREES SO A NEW AZIMUTH MARK WAS
 CL0004'ESTABLISHED FOR THIS STATION AT THIS TIME.  THE
 CL0004'HORIZONTAL DIRECTION TO THE REFERENCE MARKS CHECKED
 CL0004'THE 1969 DATA.  THE DISTANCE TO REFERENCE MARK 4 COMPARED
 CL0004'FAVORABLY, BUT THE DISTANCE TO REFERENCE MARK 3 WAS
 CL0004'FOUND TO BE SHORTER BY 0.005 METERS THAN THE 1969 DATA.
 CL0004'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF
 CL0004'NORRISTOWN AND 10-1/2 MILES SOUTHWEST OF SWAINSBORO
 CL0004'ON PROPERTY OWNED BY MR. RANDOLPH C. KARR OF SWAINSBORO.
 CL0004'
 CL0004'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL
 CL0004'COMMUNITY OF NORRISTOWN GO NORTH ON U.S. HIGHWAY 221
 CL0004'FOR 0.9 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT ON
 CL0004'GRAVEL ROAD AND GO EASTERLY FOR 1.3 MILES TO A SIDE ROAD
 CL0004'RIGHT.  CONTINUE AHEAD ON GRAVEL ROAD 0.25 MILE TO A FORK.
 CL0004'TAKE RIGHT FORK FOR 0.1 MILE TO LONE OAK TREE AND THE
 CL0004'STATION ON THE LEFT.
 CL0004'
 CL0004'THE STATION IS A STANDARD NGS DISK
 CL0004'STAMPED---CARR 1935---,
 CL0004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0004'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0004'32.5 FEET NORTH-NORTHWEST FROM THE CENTER OF THE DIRT ROAD,
 CL0004'32 FEET WEST-SOUTHWEST FROM A 20-INCH OAK TREE AND
 CL0004'2 FEET SOUTHWEST FROM A METAL WITNESS POST.
 CL0004'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL0004'STAMPED---CARR 1935---,
 CL0004'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW
 CL0004'THE GROUND SURFACE.
 CL0004'
 CL0004'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CL0004'STAMPED---CARR NO 3 1969---,
 CL0004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0004'FLUSH WITH GROUND.  IT IS LOCATED
 CL0004'75.5 FEET SOUTH FROM THE 20-INCH OAK TREE,
 CL0004'21 FEET SOUTHEAST FROM THE CENTER OF THE DIRT ROAD AND
 CL0004'1.2 FEET NORTHWEST FROM A METAL WITNESS POST.
 CL0004'MARK IS LEVEL WITH STATION.
 CL0004'
 CL0004'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 CL0004'STAMPED---CARR NO 4 1969---,
 CL0004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0004'FLUSH WITH GROUND.  IT IS LOCATED
 CL0004'39 FEET NORTHEAST FROM THE 20-INCH OAK TREE,
 CL0004'24 FEET NORTHWEST FROM THE CENTER OF THE DIRT ROAD AND
 CL0004'1.2 FEET NORTHWEST FROM A METAL WITNESS POST.
 CL0004'MARK IS LEVEL WITH STATION.
 CL0004'
 CL0004'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS REFERENCE MARK DISK
 CL0004'STAMPED---CARR AZ MK 1935---,
 CL0004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0004'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0004'29 FEET EAST FROM THE CENTER OF THE SAND ROAD AND
 CL0004'7 FEET SOUTHWEST FROM A FENCE CORNER.
 CL0004'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY
 CL0004'ON GRAVEL ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT
 CL0004'ATOP A 10 FOOT BANK.
 CL0004'
 CL0004'AZIMUTH MARK NUMBER 1 IS BLOCKED FROM THE STATION SO
 CL0004'A NEW AZIMUTH MARK WAS SET AND THE DESCRIPTION FOLLOWS.
 CL0004'
 CL0004'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 CL0004'STAMPED---CARR 1935 1979---,
 CL0004'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL0004'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 CL0004'26 FEET WEST FROM THE CENTER OF THE DIRT ROAD AND
 CL0004'2 FEET NORTH-NORTHEAST FROM UTILITY POLE NUMBER B176.
 CL0004'THE UNDERGROUND IS A STANDARD NGS REFERENCE MARK DISK
 CL0004'STAMPED---CARR 1935 1979---, IS SET INTO THE TOP OF
 CL0004'AN IRREGULAR MASS OF CONCRETE 1.08 METER BELOW THE
 CL0004'GROUND SURFACE.
 CL0004'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ON
 CL0004'GRAVEL ROAD FOR 0.35 MILE TO A GRAVEL SIDE ROAD LEFT.  TURN
 CL0004'LEFT AND GO SOUTHERLY ON GRAVEL ROAD FOR 0.5 MILE TO
 CL0004'THE MARK ON THE RIGHT.
 CL0004'
 CL0004'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2160 ***********************************************************************
 CL2160  DESIGNATION -  CARR
 CL2160  PID         -  CL2160
 CL2160  STATE/COUNTY-  GA/LAURENS
 CL2160  USGS QUAD   -  FIVE POINTS (1974)
 CL2160
 CL2160                         *CURRENT SURVEY CONTROL
 CL2160  ___________________________________________________________________
 CL2160* NAD 83(1994)-  32 17 45.65848(N)    082 53 45.89754(W)     ADJUSTED  
 CL2160* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 CL2160  ___________________________________________________________________
 CL2160  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2160  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CL2160
 CL2160  HORZ ORDER  -  FIRST
 CL2160
 CL2160.The horizontal coordinates were established by classical geodetic methods
 CL2160.and adjusted by the National Geodetic Survey in September 1997..
 CL2160
 CL2160.The orthometric height was scaled from a topographic map.
 CL2160
 CL2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2160
 CL2160.The geoid height was determined by GEOID03.
 CL2160
 CL2160;                    North         East     Units Scale Factor Converg.
 CL2160;SPC GA E     -   254,772.287   131,303.620   MT  0.99995818   -0 23 23.1
 CL2160;SPC GA E     -   835,865.41    430,785.29   sFT  0.99995818   -0 23 23.1
 CL2160;UTM  17      - 3,574,826.317   321,468.554   MT  0.99999307   -1 00 48.0
 CL2160
 CL2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2160!SPC GA E     -   0.99998764  x   0.99995818  =   0.99994582
 CL2160!UTM  17      -   0.99998764  x   0.99999307  =   0.99998071
 CL2160
 CL2160|---------------------------------------------------------------------|
 CL2160| PID    Reference Object                     Distance      Geod. Az  |
 CL2160|                                                           dddmmss.s |
 CL2160| CY7317 CARR RM 3                            18.837 METERS 09644     |
 CL2160| CL2138 GRIMES RESET                        APPROX.17.6 KM 1675018.6 |
 CL2160| CY7315 CARR RM 1                            27.904 METERS 19430     |
 CL2160| CL2458 MIAMI ATLANTA AWY BCN 48            APPROX.24.1 KM 2103408.6 |
 CL2160| CY7312 CARR AZ MK                                         3141724.9 |
 CL2160| CL2454 ALLIGOOD RESET                      APPROX.18.6 KM 3264921.0 |
 CL2160| CY7316 CARR RM 2                            47.857 METERS 32907     |
 CL2160|---------------------------------------------------------------------|
 CL2160
 CL2160                          SUPERSEDED SURVEY CONTROL
 CL2160
 CL2160  NAD 83(1986)-  32 17 45.66246(N)    082 53 45.89362(W) AD(       ) 1
 CL2160  NAD 27      -  32 17 45.05300(N)    082 53 46.38000(W) AD(       ) 1
 CL2160
 CL2160.Superseded values are not recommended for survey control.
 CL2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2160.See file dsdata.txt to determine how the superseded data were derived.
 CL2160
 CL2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR2146974826(NAD 83)
 CL2160_MARKER: DS = TRIANGULATION STATION DISK
 CL2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2160
 CL2160  HISTORY     - Date     Condition        Report By
 CL2160  HISTORY     - 1935     MONUMENTED       CGS
 CL2160  HISTORY     - 1940     GOOD             GA1780
 CL2160  HISTORY     - 1954     GOOD             CGS
 CL2160  HISTORY     - 1969     GOOD             CGS
 CL2160
 CL2160                          STATION DESCRIPTION
 CL2160
 CL2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL2160'ABOUT 18 MILES SOUTHWEST OF DUBLIN, ON PROPERTY BELONGING TO W.R.
 CL2160'HODGE OF DUBLIN, 59.8 FEET NORTHEAST OF NORTHWEST CORNER OF
 CL2160'TENANT HOUSE, 50 FEET NORTHEAST OF NORTHEAST CORNER OF TENANT
 CL2160'HOUSE, 38 FEET NORTH OF LARGE CHINABERRY TREE AND 23 FEET OF WEST
 CL2160'CENTER LINE OF ROAD.  TO REACH FROM COURTHOUSE AT DUBLIN, GO
 CL2160'SOUTH ON STATE HIGHWAY 15 FOR 0.6 MILE TO Y.  TURN RIGHT FOR 18.9
 CL2160'MILES (FOLLOWING MAIN ROAD) TO LARGE TURPENTINE STILL AT
 CL2160'NORTHWEST CORNER OF CROSS ROAD (STORE AT NORTHEAST CORNER
 CL2160'AND WATCHMAN SHACK AT SOUTHEAST CORNER).  TURN LEFT AT
 CL2160'STILL AND GO 1.3 MILES TO TOP OF HILL, TENANT SHACK ON
 CL2160'RIGHT AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 CL2160'DISKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT 6
 CL2160'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 CL2160'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 5
 CL2160'INCHES, IS 25 FEET WEST OF NORTHWEST CORNER OF TENANT
 CL2160'HOUSE AND 91.59 FEET SOUTHWEST OF STATION S 14 DEG
 CL2160'30 MIN W.  NO. 2 PROJECTS ABOUT 5 INCHES, IS 25 FEET EAST OF
 CL2160'CENTER LINE OF ROAD, 2 FEET EAST OF FENCE LINE AND 157.40 FEET
 CL2160'NORTHWEST OF STATION N 30 DEG 53 MIN W.  AZIMUTH
 CL2160'MARK PROJECTS ABOUT 6 INCHES, IS DIRECTLY ACROSS ROAD FROM
 CL2160'FIRST HOUSE ON EAST SIDE OF ROAD NORTH OF STATION, 6 PACES WEST
 CL2160'OF ROAD AND 0.2 MILE NORTHWEST OF STATION N 45 DEG 43 MIN W.
 CL2160
 CL2160                          STATION RECOVERY (1940)
 CL2160
 CL2160'RECOVERY NOTE BY CITY OF DUBLIN GEORGIA 1940
 CL2160'MOST OF THE DISTANCE FROM DUBLIN TO THE MARKER IS TRAVELED ON
 CL2160'STATE HIGHWAY 31 (TO MC RAE) BUT THE HIGHWAY IS NOT MENTIONED IN
 CL2160'THE DESCRIPTION AND, THEREFORE, CONFUSED THE WRITER.  DIRECTIONS
 CL2160'FOR REACHING THE STATION HE CHANGED AS FOLLOWS--TO REACH FROM
 CL2160'COURTHOUSE AT DUBLIN GO S ON STATE HIGHWAY 31 FOR 19.5 MILES TO
 CL2160'LARGE TURPENTINE----.
 CL2160'
 CL2160'MARK IS IN GOOD CONDITION.
 CL2160
 CL2160                          STATION RECOVERY (1954)
 CL2160
 CL2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL2160'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 CL2160'CONDITION.  THE AZIMUTH MARK WAS FOUND IN ITS ORIGINAL POSITION
 CL2160'WITH THE TOP OF THE MARK BROKEN OFF, AND THE DISK REMOVED.  A
 CL2160'NEW DESCRIPTION FOLLOWS--
 CL2160'
 CL2160'THE STATION IS LOCATED ABOUT 19 MI. S OF DUBLIN, 9 MI. SE OF RENTZ,
 CL2160'ON THE TOP OF THE HIGHEST RIDGE IN THE VICINITY, ON PROPERTY
 CL2160'OWNED BY MR. F.L. CLARK, NEAR AN OLD TENANT HOUSE, AND ABOUT 150
 CL2160'YD. W OF THE HOME OF MR. BROWNING.  IT IS 49 FT. NW OF THE NW
 CL2160'CORNER OF THE OLD TENANT HOUSE, 13.5 FT. NW OF THE CENTER OF AN
 CL2160'ABANDONED WELL, AND 26 FT. SW OF THE CENTERLINE OF A DIRT ROAD.
 CL2160'IT IS A STANDARD DISK, STAMPED CARR 1935 AND IS 4 IN. BELOW THE
 CL2160'SURFACE OF THE GROUND.
 CL2160'
 CL2160'REFERENCE MARK 1 IS 91.00 FT. S-SW OF THE STATION S 14 DEG 30 MIN W,
 CL2160'AND 25 FT. S OF THE SW CORNER OF THE TENANT HOUSE.
 CL2160'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED CARR NO 1 1935
 CL2160'PROJECTING 8 IN.  THE ARROW OF THE DISK POINTS ABOUT
 CL2160'15 DEG W OF THE STATION MARK.
 CL2160'
 CL2160'REFERENCE MARK 2 IS 157.00 FT. NW OF THE STATION N 30 DEG 53 MIN W.
 CL2160'IT IS AT THE SW EDGE OF A CULTIVATED FIELD,
 CL2160'20 FT. NE OF THE CENTERLINE OF A DIRT ROAD, 3 FT. NE OF A FENCE
 CL2160'LINE, AND 40 FT. SE OF A POWER POLE.  IT IS A STANDARD
 CL2160'REFERENCE-MARK DISK, STAMPED CARR NO 2 1935 PROJECTING 4 IN.
 CL2160'
 CL2160'TO REACH THE STATION FROM THE CROSSROADS IN RENTZ, GO SE ON A
 CL2160'BLACK-TOPPED ROAD FOR 5.9 MI. TO ITS JUNCTION WITH U.S. HIGHWAYS
 CL2160'441 AND 319, TURN LEFT ON U.S. HIGHWAY 441 AND GO 1.0 MI. TO A SIDE
 CL2160'ROAD LEFT AND A TURPENTINE STILL ON THE RIGHT, TURN LEFT AND
 CL2160'GO 1.3 MI. TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 CL2160
 CL2160                          STATION RECOVERY (1969)
 CL2160
 CL2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL2160'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CL2160'CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK HAVE BEEN
 CL2160'DESTROYED.  A NEW REFERENCE MARK NO. 3 1969 WAS
 CL2160'ESTABLISHED AT THIS DATE.
 CL2160'
 CL2160'STATION IS LOCATED ABOUT 8.4 MILES SOUTHEAST OF RENTZ, 23.0 FT. WEST
 CL2160'OF THE CENTER OF ROAD, 159.0 FT. SOUTH OF A WILD CHERRY TREE
 CL2160'AND 6.5 FT. WEST OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 CL2160'MONUMENT IS 4 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 CL2160'DISK IS STAMPED CARR 1935.
 CL2160'
 CL2160'REFERENCE MARK NO. 2 IS 40.5 FT. SOUTH OF A TELEPHONE POLE,
 CL2160'21.8 FT. EAST OF THE CENTER OF ROAD AND 2.0 FT. EAST OF A FENCE.
 CL2160'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CARR NO 2 1935.
 CL2160'
 CL2160'REFERENCE MARK NO. 3 IS 163 FT. NORTHWEST OF A POWER POLE WITH
 CL2160'TRANSFORMER, 15.0 FT. NORTHEAST OF THE CENTER OF ROAD AND 1.0 FT.
 CL2160'SOUTHWEST OF METAL WITNESS POST AND SIGN IN FENCELINE.
 CL2160'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CARR NO 3 1969.
 CL2160'
 CL2160'TO REACH FROM THE CROSSROADS IN RENTZ, GO SOUTHEAST ON A PAVED
 CL2160'ROAD FOR 5.9 MILES TO THE JUNCTION OF U.S. HIGHWAYS 441 AND 319,
 CL2160'TURN LEFT ON HIGHWAY 441 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN
 CL2160'LEFT AND GO 1.3 MILES TO TOP OF HILL AND THE STATION ON THE
 CL2160'RIGHT.
 CL2160'
 CL2160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.4 MILES
 CL2160'SOUTHEAST OF RENTZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0006 ***********************************************************************
 CL0006  DESIGNATION -  CARR AZ MK
 CL0006  PID         -  CL0006
 CL0006  STATE/COUNTY-  GA/EMANUEL
 CL0006  USGS QUAD   -  NORRISTOWN (1971)
 CL0006
 CL0006                         *CURRENT SURVEY CONTROL
 CL0006  ___________________________________________________________________
 CL0006* NAD 83(1986)-  32 31 38.     (N)    082 27 37.     (W)     SCALED    
 CL0006* NAVD 88     -        64.025  (meters)     210.06   (feet)  ADJUSTED  
 CL0006  ___________________________________________________________________
 CL0006  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CL0006  DYNAMIC HT  -          63.953 (meters)     209.82  (feet)  COMP
 CL0006  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 CL0006
 CL0006  VERT ORDER  -  FIRST     CLASS II
 CL0006
 CL0006.The horizontal coordinates were scaled from a topographic map and have
 CL0006.an estimated accuracy of +/- 6 seconds.
 CL0006
 CL0006.The orthometric height was determined by differential leveling
 CL0006.and adjusted by the National Geodetic Survey in June 1991..
 CL0006
 CL0006.The geoid height was determined by GEOID03.
 CL0006
 CL0006.The dynamic height is computed by dividing the NAVD 88
 CL0006.geopotential number by the normal gravity value computed on the
 CL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0006.degrees latitude (g = 980.6199 gals.).
 CL0006
 CL0006.The modeled gravity was interpolated from observed gravity values.
 CL0006
 CL0006;                    North         East    Units  Estimated Accuracy
 CL0006;SPC GA E     -   280,210.      172,420.      MT  (+/- 180 meters Scaled)
 CL0006
 CL0006                          SUPERSEDED SURVEY CONTROL
 CL0006
 CL0006  NGVD 29 (??/??/92)   64.230  (m)          210.73   (f) ADJ UNCH    1 2
 CL0006
 CL0006.Superseded values are not recommended for survey control.
 CL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0006.See file dsdata.txt to determine how the superseded data were derived.
 CL0006
 CL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR628998(NAD 83)
 CL0006_MARKER: DZ = AZIMUTH MARK DISK
 CL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0006_STAMPING: CARR AZ MK 1935
 CL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0006+STABILITY: SURFACE MOTION
 CL0006
 CL0006  HISTORY     - Date     Condition        Report By
 CL0006  HISTORY     - 1935     MONUMENTED       CGS
 CL0006  HISTORY     - 1962     GOOD             NGS
 CL0006  HISTORY     - 1969     GOOD             NGS
 CL0006
 CL0006                          STATION DESCRIPTION
 CL0006
 CL0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0006'3.1 MI NE FROM NORRISTOWN.
 CL0006'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 221 FROM ITS JUNCTION WITH
 CL0006'A BLACK TOP ROAD LEADING NORTHWEST AT NORRISTOWN, THENCE 2.1
 CL0006'MILES EAST ALONG A GRADED ROAD, 0.15 MILE SOUTHWEST OF THE
 CL0006'SOUTHWEST END OF A BRIDGE OVER THE LITTLE OHOOPEE RIVER, NEAR THE
 CL0006'NORTH CORNER OF A CLEARING, NEAR THE NORTHEAST END OF AN 8 FOOT
 CL0006'HIGH CUT, ON THE TOP OF THE CUT, 27 1/2 FEET SOUTHEAST OF THE
 CL0006'CENTER LINE OF THE ROAD, 21 1/2 FEET WEST OF A 10-INCH PINE TREE
 CL0006'THAT IS AT A FENCE CORNER, 7 FEET NORTHWEST OF A FENCE LINE, 8
 CL0006'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 CL0006'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 CL0006
 CL0006                          STATION RECOVERY (1969)
 CL0006
 CL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CL0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1888 ***********************************************************************
 CL1888  DESIGNATION -  CARR AZ MK 2
 CL1888  PID         -  CL1888
 CL1888  STATE/COUNTY-  GA/EMANUEL
 CL1888  USGS QUAD   -  NORRISTOWN (1971)
 CL1888
 CL1888                         *CURRENT SURVEY CONTROL
 CL1888  ___________________________________________________________________
 CL1888* NAD 83(1994)-  32 30 43.10530(N)    082 28 24.41620(W)     ADJUSTED  
 CL1888* NAVD 88     -        80.     (meters)     262.     (feet)  VERTCON   
 CL1888  ___________________________________________________________________
 CL1888  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CL1888  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CL1888
 CL1888  HORZ ORDER  -  SECOND
 CL1888
 CL1888.The horizontal coordinates were established by classical geodetic methods
 CL1888.and adjusted by the National Geodetic Survey in September 1997..
 CL1888
 CL1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL1888
 CL1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1888
 CL1888.The geoid height was determined by GEOID03.
 CL1888
 CL1888;                    North         East     Units Scale Factor Converg.
 CL1888;SPC GA E     -   278,526.090   171,176.240   MT  0.99991024   -0 09 53.6
 CL1888;SPC GA E     -   913,797.68    561,600.71   sFT  0.99991024   -0 09 53.6
 CL1888;UTM  17      - 3,598,143.045   361,597.280   MT  0.99983621   -0 47 31.4
 CL1888
 CL1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1888!SPC GA E     -   0.99999199  x   0.99991024  =   0.99990224
 CL1888!UTM  17      -   0.99999199  x   0.99983621  =   0.99982821
 CL1888
 CL1888                          SUPERSEDED SURVEY CONTROL
 CL1888
 CL1888  NAD 83(1986)-  32 30 43.11082(N)    082 28 24.41508(W) AD(       ) 2
 CL1888  NAD 27      -  32 30 42.51458(N)    082 28 24.94364(W) AD(       ) 2
 CL1888  NGVD 29 (07/19/86)   80.     (m)          262.     (f) VERT ANG       
 CL1888
 CL1888.Superseded values are not recommended for survey control.
 CL1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1888.See file dsdata.txt to determine how the superseded data were derived.
 CL1888
 CL1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6159798143(NAD 83)
 CL1888_MARKER: DZ = AZIMUTH MARK DISK
 CL1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL1888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL1888
 CL1888  HISTORY     - Date     Condition        Report By
 CL1888  HISTORY     - 1979     MONUMENTED       NGS
 CL1888
 CL1888                          STATION DESCRIPTION
 CL1888
 CL1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL1888'THE STATION IS LOCATED 2-1/2 MILES NORTHEAST OF NORRISTOWN,
 CL1888'10-1/2 MILES SOUTHWEST OF SWAINSBORO AND ON HIGHWAY RIGHT-OF-WAY.
 CL1888'
 CL1888'TO REACH THE STATION FROM THE SMALL COMMUNITY OF NORRISTOWN,
 CL1888'GO NORTHERLY ON U.S. HIGHWAY 221 FOR 0.9 MILE TO A GRAVEL
 CL1888'CROSSROAD.  TURN RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 1.3
 CL1888'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.5
 CL1888'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CL1888'
 CL1888'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL1888'STAMPED---CARR 1935 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 CL1888'MONUMENT 30 CM IN DIAMETER PROJECTING 12 CM ABOVE THE GROUND.
 CL1888'IT IS LOCATED 26 FEET WEST FROM THE CENTER OF THE DIRT ROAD AND
 CL1888'2 FEET NORTH-NORTHEAST FROM A UTILITY POLE NUMBER B176.  THE
 CL1888'UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CL1888'STAMPED---CARR 1935 1979---, SET INTO THE TOP OF AN IRREGULAR MASS
 CL1888'OF CONCRETE 1.1 METERS BELOW THE GROUND SURFACE.
 CL1888'
 CL1888'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 CL1888'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL1888'
 CL1888'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CL1888'
 CL1888'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CL1888'CARR 1935 EMANUEL USING ELECTRONIC DISTANCE MEASURING
 CL1888'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0083 ***********************************************************************
 CL0083  DESIGNATION -  CARR RESET
 CL0083  PID         -  CL0083
 CL0083  STATE/COUNTY-  GA/EMANUEL
 CL0083  USGS QUAD   -  NUNEZ (1985)
 CL0083
 CL0083                         *CURRENT SURVEY CONTROL
 CL0083  ___________________________________________________________________
 CL0083* NAD 83(1994)-  32 29 08.91968(N)    082 20 17.73501(W)     ADJUSTED  
 CL0083* NAVD 88     -        74.24   (+/-2cm)     243.6    (feet)  VERTCON   
 CL0083  ___________________________________________________________________
 CL0083  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CL0083  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CL0083
 CL0083  HORZ ORDER  -  FIRST
 CL0083  VERT ORDER  -  ? (See Below)
 CL0083
 CL0083.The horizontal coordinates were established by classical geodetic methods
 CL0083.and adjusted by the National Geodetic Survey in September 1997..
 CL0083
 CL0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0083.The vertical order pertains to the NGVD 29 superseded value.
 CL0083
 CL0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0083
 CL0083.The geoid height was determined by GEOID03.
 CL0083
 CL0083;                    North         East     Units Scale Factor Converg.
 CL0083;SPC GA E     -   275,596.550   183,873.311   MT  0.99990321   -0 05 31.8
 CL0083;SPC GA E     -   904,186.35    603,257.69   sFT  0.99990321   -0 05 31.8
 CL0083;UTM  17      - 3,595,075.029   374,260.382   MT  0.99979496   -0 43 07.9
 CL0083
 CL0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0083!SPC GA E     -   0.99999292  x   0.99990321  =   0.99989613
 CL0083!UTM  17      -   0.99999292  x   0.99979496  =   0.99978788
 CL0083
 CL0083|---------------------------------------------------------------------|
 CL0083| PID    Reference Object                     Distance      Geod. Az  |
 CL0083|                                                           dddmmss.s |
 CL0083| CY7311 CARR RM                               8.350 METERS 17318     |
 CL0083| CL0079 SAINT=F 41 RESET                    APPROX. 0.5 KM 3015919.5 |
 CL0083|---------------------------------------------------------------------|
 CL0083
 CL0083                          SUPERSEDED SURVEY CONTROL
 CL0083
 CL0083  NAD 83(1986)-  32 29 08.92710(N)    082 20 17.73041(W) AD(       ) 1
 CL0083  NAD 27      -  32 29 08.30500(N)    082 20 18.28100(W) AD(       ) 1
 CL0083  NGVD 29 (??/??/92)   74.447  (m)          244.25   (f) ADJ UNCH    ?  
 CL0083
 CL0083.Superseded values are not recommended for survey control.
 CL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0083.See file dsdata.txt to determine how the superseded data were derived.
 CL0083
 CL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR7426095075(NAD 83)
 CL0083_MARKER: DE = TRAVERSE STATION DISK
 CL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0083_STAMPING: CARR 1918 1950
 CL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0083+STABILITY: SURFACE MOTION
 CL0083
 CL0083  HISTORY     - Date     Condition        Report By
 CL0083  HISTORY     - 1950     MONUMENTED       CGS
 CL0083  HISTORY     - 1934     GOOD             CGS
 CL0083  HISTORY     - 1950     SEE DESCRIPTION  CGS
 CL0083  HISTORY     - 1962     GOOD             CGS
 CL0083  HISTORY     - 1962     GOOD             NGS
 CL0083  HISTORY     - 19700301 GOOD             LOCENG
 CL0083
 CL0083                          STATION DESCRIPTION
 CL0083
 CL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0083'ABOUT 0.4 MILE WEST OF DEPOT AT WESLEY, ON CENTRAL OF GEORGIA
 CL0083'RAILWAY.  56 YARDS EAST OF MILEPOST 30.  18.5 FEET SOUTH OF SOUTH
 CL0083'RAIL, ON EXTENSION OF EAST TANGENT OF SOUTH RAIL.
 CL0083'REFERENCE MARK = J-41 IS 38 FEET SOUTH OF SOUTH RAIL.  8.350
 CL0083'METERS (27.39 FEET) FROM STATION IN GRID AZIMUTH 353 DEG 23 MIN.
 CL0083
 CL0083                          STATION RECOVERY (1950)
 CL0083
 CL0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL0083'THE BROKEN SURFACE MARK WITH THE TOP MISSING AND THE SUBSURFACE
 CL0083'MARK WERE RECOVERED.  THE REFERENCE MARK HAS APPARENTLY
 CL0083'BEEN DESTROYED.  A NEW SURFACE STATION MARK WAS SET.
 CL0083'
 CL0083'STATION IS LOCATED ABOUT 0.7 MI. E-SE OF THE SETTLEMENT OF NUNEZ,
 CL0083'ABOUT 0.4 MI. W OF WESLEY SCHOOL AND RAILROAD CROSSING, ABOUT
 CL0083'600 FT. W OF WESLEY METHODIST CHURCH, AND 39 FT. N OF THE
 CL0083'CENTERLINE OF THE NUNEZ-LEXSY HIGHWAY.  SURFACE STATION MARK IS A
 CL0083'STANDARD STATION DISK, STAMPED CARR 1918 1950 AND SET IN CONCRETE
 CL0083'PROJECTING 4 IN.
 CL0083'
 CL0083'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN CONCRETE.
 CL0083
 CL0083                          STATION RECOVERY (1962)
 CL0083
 CL0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0083'CARR--ABOUT 0.75 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 CL0083'BAPTIST CHURCH AT NUNEZ, 0.4 MILE NORTHWEST OF THE CROSSING OF THE
 CL0083'GEORGIA AND FLORIDA RAILROAD AT WESLEY, 0.1 MILE NORTHWEST OF
 CL0083'THE WESLEY METHODIST CHURCH, ON THE NORTHWEST SLOPE OF A HILL,
 CL0083'39 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 79 FEET NORTH
 CL0083'OF AND ACROSS THE ROAD FROM TELEPHONE POLE 44, 0.7 FOOT SOUTHWEST
 CL0083'OF A STEEL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD
 CL0083'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CL0083'ABOVE THE LEVEL OF THE GROUND.
 CL0083
 CL0083                          STATION RECOVERY (1962)
 CL0083
 CL0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0083'0.8 MI SE FROM NUNEZ.
 CL0083'ABOUT 0.75 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BAPTIST
 CL0083'CHURCH AT NUNEZ, 0.4 MILE NORTHWEST OF THE CROSSING OF THE GEORGIA
 CL0083'AND FLORIDA RAILROAD AT WESLEY, 0.1 MILE NORTHWEST OF THE WESLEY
 CL0083'METHODIST CHURCH, ON THE NORTHWEST SLOPE OF A HILL, 39 FEET
 CL0083'NORTHEAST OF THE CENTER LINE OF THE ROAD, 79 FEET NORTH AND ACROSS
 CL0083'THE ROAD FROM TELEPHONE POLE 44, 0.7 FOOT SOUTHWEST OF A STEEL
 CL0083'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 CL0083'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 CL0083'THE GROUND.
 CL0083
 CL0083                          STATION RECOVERY (1970)
 CL0083
 CL0083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (MWF)
 CL0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3404 ***********************************************************************
 DG3404  DESIGNATION -  CARROLL LOT
 DG3404  PID         -  DG3404
 DG3404  STATE/COUNTY-  GA/CARROLL
 DG3404  USGS QUAD   -  CARROLLTON (1982)
 DG3404
 DG3404                         *CURRENT SURVEY CONTROL
 DG3404  ___________________________________________________________________
 DG3404* NAD 83(1994)-  33 33 53.09209(N)    085 01 02.92853(W)     ADJUSTED  
 DG3404* NAVD 88     -                                                        
 DG3404  ___________________________________________________________________
 DG3404  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DG3404  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3404
 DG3404  HORZ ORDER  -  THIRD
 DG3404
 DG3404.The horizontal coordinates were established by classical geodetic methods
 DG3404.and adjusted by the National Geodetic Survey in September 1997..
 DG3404
 DG3404
 DG3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3404
 DG3404.The geoid height was determined by GEOID03.
 DG3404
 DG3404;                    North         East     Units Scale Factor Converg.
 DG3404;SPC GA W     -   395,555.296   621,005.919   MT  0.99997691   -0 28 13.5
 DG3404;SPC GA W     - 1,297,751.00  2,037,416.92   sFT  0.99997691   -0 28 13.5
 DG3404;UTM  16      - 3,715,658.440   684,024.274   MT  1.00001752   +1 05 47.0
 DG3404
 DG3404                          SUPERSEDED SURVEY CONTROL
 DG3404
 DG3404  NAD 83(1994)-  33 33 53.09474(N)    085 01 02.92968(W) AD(       ) 4
 DG3404  NAD 83(1986)-  33 33 53.09720(N)    085 01 02.92600(W) AD(       ) 4
 DG3404  NAD 27      -  33 33 52.69873(N)    085 01 03.13047(W) AD(       ) 3
 DG3404
 DG3404.Superseded values are not recommended for survey control.
 DG3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3404.See file dsdata.txt to determine how the superseded data were derived.
 DG3404
 DG3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8402415658(NAD 83)
 DG3404_MARKER: 57 = LOOKOUT TOWER
 DG3404
 DG3404  HISTORY     - Date     Condition        Report By
 DG3404  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3404
 DG3404                          STATION DESCRIPTION
 DG3404
 DG3404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3404'THE STATION IS THE APEX OF ROOF ON OBSERVATION CABIN, ATOP A FOUR
 DG3404'LEGGED, SKELETON STEEL TOWER.  IT IS GRAY IN COLOR AND IS 85 FEET
 DG3404'HIGH.  THE TOWER IS OWNED BY THE GEORGIA STATE FORESTRY COMMISSION.
 DG3404'
 DG3404'LOCATED ABOUT 3.3 MILES EAST-SOUTHEAST OF THE CENTER OF
 DG3404'CARROLLTON AND 1.2 MILES NORTHEAST OF U.S. HIGHWAY 27 ALTERNATE,
 DG3404'ALONG OAK MOUNTAIN ROAD AND 122 FEET SOUTHEAST OF THE CENTER OF A
 DG3404'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3393 ***********************************************************************
 DG3393  DESIGNATION -  CARROLLTON
 DG3393  PID         -  DG3393
 DG3393  STATE/COUNTY-  GA/CARROLL
 DG3393  USGS QUAD   -  CARROLLTON (1982)
 DG3393
 DG3393                         *CURRENT SURVEY CONTROL
 DG3393  ___________________________________________________________________
 DG3393* NAD 83(1994)-  33 35 13.41500(N)    085 04 22.80722(W)     ADJUSTED  
 DG3393* NAVD 88     -       344.2    (meters)    1129.     (feet)  VERTCON   
 DG3393  ___________________________________________________________________
 DG3393  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DG3393  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3393
 DG3393  HORZ ORDER  -  FIRST
 DG3393
 DG3393.The horizontal coordinates were established by classical geodetic methods
 DG3393.and adjusted by the National Geodetic Survey in September 1997..
 DG3393
 DG3393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3393
 DG3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3393
 DG3393.The geoid height was determined by GEOID03.
 DG3393
 DG3393;                    North         East     Units Scale Factor Converg.
 DG3393;SPC GA W     -   398,073.599   615,872.459   MT  0.99998723   -0 30 05.1
 DG3393;SPC GA W     - 1,306,013.13  2,020,574.89   sFT  0.99998723   -0 30 05.1
 DG3393;SPC AL E     -   342,562.308   270,579.102   MT  1.00002139   +0 25 14.3
 DG3393;UTM  16      - 3,718,035.453   678,823.734   MT  0.99999425   +1 03 58.7
 DG3393
 DG3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3393!SPC GA W     -   0.99995054  x   0.99998723  =   0.99993777
 DG3393!SPC AL E     -   0.99995054  x   1.00002139  =   0.99997192
 DG3393!UTM  16      -   0.99995054  x   0.99999425  =   0.99994479
 DG3393
 DG3393:                Primary Azimuth Mark                     Grid Az
 DG3393:SPC GA W     -  FORT WORTH ATLANTA AWY BCN 75            031 22 22.0
 DG3393:SPC AL E     -  FORT WORTH ATLANTA AWY BCN 75            030 27 02.6
 DG3393:UTM  16      -  FORT WORTH ATLANTA AWY BCN 75            029 48 18.2
 DG3393
 DG3393|---------------------------------------------------------------------|
 DG3393| PID    Reference Object                     Distance      Geod. Az  |
 DG3393|                                                           dddmmss.s |
 DG3393| DG3378 FORT WORTH ATLANTA AWY BCN 75       APPROX.12.8 KM 0305216.9 |
 DG3393| CY9755 CARROLLTON AZ MK                                   0600455.8 |
 DG3393| DG3401 CARROLLTON METRO COMMUN MAST        APPROX. 1.0 KM 0915523.7 |
 DG3393| DG3400 CARROLLTON BANKHEAD AVE TANK        APPROX. 1.3 KM 0984308.9 |
 DG3393| DG3404 CARROLL LOT                         APPROX. 5.7 KM 1153747.1 |
 DG3393| DG3396 CARROLLTON NEWNAN RD TANK           APPROX. 1.6 KM 1344404.1 |
 DG3393| DG3390 CARROLLTON FIRST BAP CH SPIRE       APPROX. 0.8 KM 1735202.1 |
 DG3393| DG3402 GRIFFON                             APPROX. 9.1 KM 1815202.2 |
 DG3393| DG3403 CARROLLTON SOU RWY MICROWAVE        APPROX. 1.3 KM 2014212.9 |
 DG3393| DG3392 CARROLLTON MUNICIPAL STANDPIPE       66.441 METERS 21310     |
 DG3393| DG3398 CARROLLTON WATSON ST TANK           APPROX. 1.2 KM 2173426.5 |
 DG3393| DG3395 CARROLLTON CABLE TV MAST            APPROX. 6.6 KM 2215159.4 |
 DG3393| CY9756 CARROLLTON RM 1                      31.010 METERS 22348     |
 DG3393| DG3391 CARROLLTON MANDEVILLE MILLS TK      APPROX. 1.8 KM 2440012.7 |
 DG3393| DG3407 CARROLLTON PRINTED FABRICS STK      APPROX. 1.9 KM 2452844.5 |
 DG3393| DG3394 CARROLLTON RAD STA WLBB MAST        APPROX. 2.8 KM 3323115.3 |
 DG3393| DG3379 FORT WORTH ATLANTA AWY BCN 74       APPROX.10.7 KM 3344027.1 |
 DG3393| CY9757 CARROLLTON RM 2                      31.892 METERS 35739     |
 DG3393|---------------------------------------------------------------------|
 DG3393
 DG3393                          SUPERSEDED SURVEY CONTROL
 DG3393
 DG3393  NAD 83(1994)-  33 35 13.41743(N)    085 04 22.80827(W) AD(       ) 1
 DG3393  NAD 83(1986)-  33 35 13.42000(N)    085 04 22.80463(W) AD(       ) 1
 DG3393  NAD 27      -  33 35 13.02600(N)    085 04 22.99700(W) AD(       ) 1
 DG3393  NGVD 29 (07/19/86)  344.1    (m)         1129.     (f) VERT ANG       
 DG3393
 DG3393.Superseded values are not recommended for survey control.
 DG3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3393.See file dsdata.txt to determine how the superseded data were derived.
 DG3393
 DG3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7882418035(NAD 83)
 DG3393_MARKER: DS = TRIANGULATION STATION DISK
 DG3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3393
 DG3393  HISTORY     - Date     Condition        Report By
 DG3393  HISTORY     - 1941     MONUMENTED       CGS
 DG3393  HISTORY     - 1954     GOOD             CGS
 DG3393  HISTORY     - 1973     GOOD             NGS
 DG3393
 DG3393                          STATION DESCRIPTION
 DG3393
 DG3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3393'STATION IS NEAR THE CITY STANDPIPE IN THE N EDGE OF CARROLLTON,
 DG3393'1 BLOCK E OF U.S. HIGHWAY 27, BETWEEN CHANDLER AND NORTH
 DG3393'AVENUE ON PROPERTY OWNED BY MR. J.T. PAYTON WHO LIVES NEAR
 DG3393'THE STATION.
 DG3393'
 DG3393'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3393'BRONZE DISKS SET IN CONCRETE.
 DG3393'
 DG3393'REFERENCE MARK NO. 1 WAS SET IN THE N-S FENCE LINE, AND
 DG3393'REFERENCE MARK NO. 2 WAS SET IN THE N-S AND E-W FENCE LINE
 DG3393'CORNER.
 DG3393'
 DG3393'THE AZIMUTH MARK WAS SET NE OF THE STATION, 36 FEET S OF
 DG3393'GREEN PAINTED HOUSE, 20 FEET W OF GRADED DIRT STREET.
 DG3393'
 DG3393'TO REACH THE STATION FROM THE CITY SQUARE IN CARROLLTON,
 DG3393'GO N ON U.S. HIGHWAY 27, 0.4 MILE TO CHANDLER AVENUE, TURN
 DG3393'RIGHT ON CHANDLER AVENUE AND GO 0.05 MILE TO A TALL SILVER-PAINTED
 DG3393'STANDPIPE.  STATION IS ON HIGHEST POINT OF THE HILL ABOUT
 DG3393'300 FEET N OF THE STANDPIPE.  TRUCKS CAN BE DRIVEN TO THE
 DG3393'STATION BY GOING 1 BLOCK N ON U.S. HIGHWAY 27, TURN RIGHT
 DG3393'AND GO 1 BLOCK TO MR. PAYTONS HOME, TURN RIGHT THROUGH DRIVEWAY
 DG3393'ON W SIDE OF HOUSE AND CONTINUE TO BARNYARD AND STATION SITE.
 DG3393'
 DG3393'TO REACH THE AZIMUTH FROM THE STATION, GO E FROM N AVENUE
 DG3393'(OR MR. PAYTONS HOUSE) TO END OF BLOCK, TURN RIGHT FOR ABOUT
 DG3393'75 FEET, THEN TURN LEFT AND GO 0.3 MILE TO GRADED STREET,
 DG3393'TURN LEFT FOR 0.2 MILE TO SMALL GREEN HOUSE ON LEFT AND
 DG3393'MARK.  IT IS A STANDARD U.S.C. AND G.S. MARK STAMPED CARROLLTON
 DG3393'1941.
 DG3393'
 DG3393'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DG3393
 DG3393                          STATION RECOVERY (1954)
 DG3393
 DG3393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DG3393'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 DG3393'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE STATION.
 DG3393'A NEW DESCRIPTION FOLLOWS--
 DG3393'
 DG3393'THE STATION IS LOCATED ABOUT 300 FT. N-NE OF THE CITY STANDPIPE,
 DG3393'ON PROPERTY OWNED BY MR. W.H. PAYTON, 710 NORTH AVENUE.  THE
 DG3393'MARK IS ABOUT MIDWAY BETWEEN NORTH AVENUE AND CHANDLER STREET,
 DG3393'IN A GARDEN PLOT, 46 FT. E OF A N-S FENCE LINE, 9 FT. W
 DG3393'OF MR. PAYTONS E PROPERTY LINE, AND 26 FT. E OF A SMALL TREE.
 DG3393'IT IS A STANDARD DISK, STAMPED CARROLLTON 1941 AND PROJECTS 4 IN.
 DG3393'
 DG3393'REFERENCE MARK 1 IS 31.022 M. SW OF THE STATION, AT THE
 DG3393'EXTREME S END OF THE PROPERTY OF H.T. PAYTON WHICH IS W
 DG3393'OF W.H. PAYTONS LOT.  IT IS 1.5 FT. N OF AN E-W FENCE LINE,
 DG3393'AND 22 FT. W OF A FENCE CORNER.  IT IS A STANDARD DISK, STAMPED
 DG3393'CARROLLTON NO 1 1941 AND PROJECTS 4 IN.
 DG3393'
 DG3393'REFERENCE MARK 2 IS 31.897 M. N OF THE STATION, ON PROPERTY
 DG3393'OWNED BY MR. W.H. PAYTON, JUST E OF A CLOTHESLINE, 4 FT. NE
 DG3393'OF THE CENTER CLOTHESLINE POLE, 16 FT. W OF A FENCE LINE,
 DG3393'AND 29 FT. S OF AN OLD SHED.  IT IS A STANDARD DISK, STAMPED
 DG3393'CARROLLTON NO 2 1941 AND PROJECTS 6 IN.
 DG3393'
 DG3393'AZIMUTH MARK IS 0.35 MI. E-NE OF THE STATION, AT THE NE
 DG3393'CORNER OF THE YARD OF 103 STEWART AVENUE.  IT IS 21 FT. W
 DG3393'OF THE CENTERLINE OF THE ROAD.  IT IS A STANDARD DISK, STAMPED
 DG3393'CARROLLTON 1941 AND PROJECTS 10 IN.
 DG3393'
 DG3393'TO REACH THE STATION FROM THE SQUARE IN CARROLLTON, GO N
 DG3393'ON U.S. HIGHWAY 27 FOR 0.5 MI. TO NORTH AVENUE, TURN RIGHT AND
 DG3393'GO TO 710 NORTH AVENUE AND THE STATION AS DESCRIBED.
 DG3393'
 DG3393'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON NORTH
 DG3393'AVENUE TO THE END OF THE STREET, TURN RIGHT FOR ABOUT 100
 DG3393'FT., TURN LEFT ON A GRADED STREET FOR 0.3 MI., TURN LEFT AND
 DG3393'GO 0.2 MI. TO A GREEN HOUSE ON THE LEFT AND THE MARK ON THE LEFT.
 DG3393
 DG3393                          STATION RECOVERY (1973)
 DG3393
 DG3393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3393'NO MEASUREMENT BETWEEN RMS DUE TO PROPERTY LINE HEDGEROW.
 DG3393'
 DG3393'NO SUITABLE LOCATION FOR A DISTANT RM.
 DG3393'
 DG3393'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DG3393'GOOD CONDITION.  THE AZIMUTH MARK IS BELIEVED TO HAVE BEEN
 DG3393'DESTROYED BY HOUSING AND STREET DEVELOPMENTS.  IN COMPARISON TO
 DG3393'THE 1941 DATA THE DISTANCE TO REFERENCE MARK 1 IS NOTED TO BE
 DG3393'LESS BY 0.012 METER, REFERENCE MARK 2 IS LESS BY 0.005
 DG3393'METER.  THE DIRECTION COMPARES FAVORABLY TO BOTH MARKS.
 DG3393'
 DG3393'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG3393'
 DG3393'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF CARROLLTON,
 DG3393'IN THE BACK YARD OF 127 NORTH AVENUE WHICH IS OWNED BY MRS. WADE
 DG3393'H. PAYTON OF CARROLLTON.
 DG3393'
 DG3393'TO REACH FROM THE CITY HALL AND POLICE STATION IN CARROLLTON, GO
 DG3393'NORTH ON ROME STREET FOR 0.45 MILE TO NORTH AVENUE ON THE
 DG3393'RIGHT.  TURN RIGHT AND GO EAST ON NORTH AVENUE FOR 0.1 MILE TO
 DG3393'127 NORTH AVENUE AND THE STATION, SOUTH OF THE STREET.
 DG3393'
 DG3393'THE SURFACE STATION MARK, A STANDARD DISK STAMPED CARROLLTON
 DG3393'1941, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DG3393'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 69.5
 DG3393'FEET NORTH OF AN 18-INCH HARDWOOD TREE AT THE SOUTH END OF THE
 DG3393'YARD, 57 FEET SOUTH OF AN 18-INCH HARDWOOD TREE AND 46 FEET EAST
 DG3393'OF THE PROPERTY LINE FENCE AND HEDGEROW.
 DG3393'
 DG3393'REFERENCE MARK 1, A STANDARD DISK STAMPED CARROLLTON NO 1 1941,
 DG3393'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DG3393'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 DG3393'SOUTHWEST OF AN 18-INCH HARDWOOD TREE, 22 FEET WEST OF A FENCE
 DG3393'CORNER AND 1.5 FEET NORTH OF A FENCE.
 DG3393'
 DG3393'REFERENCE MARK 2, A STANDARD DISK STAMPED CARROLLTON NO 2 1941,
 DG3393'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DG3393'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 69.5 FEET
 DG3393'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE AT 127 NORTH AVENUE,
 DG3393'39 FEET EAST OF THE FENCE AND 22.5 FEET EAST OF THE NORTHWEST
 DG3393'CORNER OF A GARAGE.
 DG3393'
 DG3393'HEIGHT OF LIGHT ABOVE STATION MARK 98.9 FEET.
 DG3393'
 DG3393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3393'NORTH CENTRAL SECTION OF CARROLLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3400 ***********************************************************************
 DG3400  DESIGNATION -  CARROLLTON BANKHEAD AVE TANK
 DG3400  PID         -  DG3400
 DG3400  STATE/COUNTY-  GA/CARROLL
 DG3400  USGS QUAD   -  CARROLLTON (1982)
 DG3400
 DG3400                         *CURRENT SURVEY CONTROL
 DG3400  ___________________________________________________________________
 DG3400* NAD 83(1994)-  33 35 07.16914(N)    085 03 34.16859(W)     ADJUSTED  
 DG3400* NAVD 88     -                                                        
 DG3400  ___________________________________________________________________
 DG3400  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DG3400  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3400
 DG3400  HORZ ORDER  -  THIRD
 DG3400
 DG3400.The horizontal coordinates were established by classical geodetic methods
 DG3400.and adjusted by the National Geodetic Survey in September 1997..
 DG3400
 DG3400
 DG3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3400
 DG3400.The geoid height was determined by GEOID03.
 DG3400
 DG3400;                    North         East     Units Scale Factor Converg.
 DG3400;SPC GA W     -   397,870.282   617,124.928   MT  0.99998465   -0 29 38.1
 DG3400;SPC GA W     - 1,305,346.08  2,024,684.03   sFT  0.99998465   -0 29 38.1
 DG3400;UTM  16      - 3,717,866.476   680,081.311   MT  0.99999981   +1 04 25.4
 DG3400
 DG3400                          SUPERSEDED SURVEY CONTROL
 DG3400
 DG3400  NAD 83(1994)-  33 35 07.17153(N)    085 03 34.16957(W) AD(       ) 4
 DG3400  NAD 83(1986)-  33 35 07.17413(N)    085 03 34.16594(W) AD(       ) 4
 DG3400  NAD 27      -  33 35 06.77911(N)    085 03 34.36109(W) AD(       ) 3
 DG3400
 DG3400.Superseded values are not recommended for survey control.
 DG3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3400.See file dsdata.txt to determine how the superseded data were derived.
 DG3400
 DG3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8008117866(NAD 83)
 DG3400_MARKER: 53 = ELEVATED TANK
 DG3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3400+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3400
 DG3400  HISTORY     - Date     Condition        Report By
 DG3400  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3400  HISTORY     - 20050721 GOOD             GEOCAC
 DG3400
 DG3400                          STATION DESCRIPTION
 DG3400
 DG3400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3400'THE STATION IS THE APEX OF VENT AT THE TOP AND CENTER OF A WATER
 DG3400'TANK, THAT HAS A DOME SHAPED TOP AND BOTTOM.  THE TANK IS
 DG3400'SUPPORTED BY SIX TUBULAR STEEL LEGS AND IS PAINTED RED AND WHITE
 DG3400'CHECKERED.  IT IS 120 FEET HIGH.
 DG3400'
 DG3400'THE WATER TANK IS LOCATED 0.9 MILE NORTHEAST OF THE CENTER OF
 DG3400'CARROLLTON 0.05 MILE SOUTH OF STATE HWY. 166.
 DG3400
 DG3400                          STATION RECOVERY (2005)
 DG3400
 DG3400'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DG3400'TANK IS NOW PAINTED EGGSHELL WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3395 ***********************************************************************
 DG3395  DESIGNATION -  CARROLLTON CABLE TV MAST
 DG3395  PID         -  DG3395
 DG3395  STATE/COUNTY-  GA/CARROLL
 DG3395  USGS QUAD   -  CARROLLTON (1982)
 DG3395
 DG3395                         *CURRENT SURVEY CONTROL
 DG3395  ___________________________________________________________________
 DG3395* NAD 83(1994)-  33 32 34.59385(N)    085 07 12.75034(W)     ADJUSTED  
 DG3395* NAVD 88     -                                                        
 DG3395  ___________________________________________________________________
 DG3395  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DG3395  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3395
 DG3395  HORZ ORDER  -  THIRD
 DG3395
 DG3395.The horizontal coordinates were established by classical geodetic methods
 DG3395.and adjusted by the National Geodetic Survey in September 1997..
 DG3395
 DG3395
 DG3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3395
 DG3395.The geoid height was determined by GEOID03.
 DG3395
 DG3395;                    North         East     Units Scale Factor Converg.
 DG3395;SPC GA W     -   393,219.955   611,445.501   MT  0.99999665   -0 31 36.9
 DG3395;SPC GA W     - 1,290,089.14  2,006,050.78   sFT  0.99999665   -0 31 36.9
 DG3395;UTM  16      - 3,713,062.615   674,531.171   MT  0.99997555   +1 02 20.3
 DG3395
 DG3395                          SUPERSEDED SURVEY CONTROL
 DG3395
 DG3395  NAD 83(1994)-  33 32 34.59592(N)    085 07 12.75169(W) AD(       ) 4
 DG3395  NAD 83(1986)-  33 32 34.59881(N)    085 07 12.74744(W) AD(       ) 4
 DG3395  NAD 27      -  33 32 34.20076(N)    085 07 12.94368(W) AD(       ) 3
 DG3395
 DG3395.Superseded values are not recommended for survey control.
 DG3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3395.See file dsdata.txt to determine how the superseded data were derived.
 DG3395
 DG3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7453113063(NAD 83)
 DG3395_MARKER: 42 = RADIO/TV MAST
 DG3395
 DG3395  HISTORY     - Date     Condition        Report By
 DG3395  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3395
 DG3395                          STATION DESCRIPTION
 DG3395
 DG3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3395'THE STATION IS THE TOP AND CENTER OF A TRUSS-WORK STEEL, GUYED
 DG3395'MAST WITH SEVERAL SMALL ANTENNAS ATTACHED AND A RED LIGHT ON TOP
 DG3395'THAT IS NOT CENTERED.  IT IS PAINTED ALTERNATELY RED AND WHITE
 DG3395'AND IS 350 FEET HIGH.  THE MAST IS OWNED BY TELECOMMUNICATION
 DG3395'INC., DENVER, COLO. AND IS OPERATED BY TWENTY CATV INC.,
 DG3395'CARROLLTON, GA.
 DG3395'
 DG3395'THE MAST IS LOCATED ABOUT 3.8 MILES SOUTHWEST OF THE CENTER OF
 DG3395'CARROLLTON, 1.2 MILES SOUTH OF STATE HWY. 166 AND 2.7 MILES WEST
 DG3395'OF U.S. HWY. 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3584 ***********************************************************************
 DH3584  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3584  DESIGNATION -  CARROLLTON CORS ARP
 DH3584  CORS_ID     -  GACL
 DH3584  PID         -  DH3584
 DH3584  STATE/COUNTY-  GA/CARROLL
 DH3584  USGS QUAD   -  BREMEN (1982)
 DH3584
 DH3584                         *CURRENT SURVEY CONTROL
 DH3584  ___________________________________________________________________
 DH3584* NAD 83(CORS)-  33 37 57.74131(N)    085 09 20.59000(W)     ADJUSTED  
 DH3584* NAVD 88     -                                                        
 DH3584  ___________________________________________________________________
 DH3584  EPOCH DATE  -        2002.00
 DH3584  X           -     448,942.323 (meters)                     COMP
 DH3584  Y           -  -5,297,211.548 (meters)                     COMP
 DH3584  Z           -   3,512,778.593 (meters)                     COMP
 DH3584  ELLIP HEIGHT-         324.52  (meters)          (06/??/05) GPS OBS
 DH3584  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH3584
 DH3584  HORZ ORDER  -  SPECIAL (CORS)
 DH3584  ELLP ORDER  -  SPECIAL (CORS)
 DH3584
 DH3584.ITRF positions are available for this station.
 DH3584.The coordinates were established by GPS observations
 DH3584.and adjusted by the National Geodetic Survey in June 2005..
 DH3584.The coordinates are valid at the epoch date displayed above.
 DH3584.The epoch date for horizontal control is a decimal equivalence
 DH3584.of Year/Month/Day.
 DH3584
 DH3584
 DH3584.The PID for the CORS L1 Phase Center is DH3585.
 DH3584
 DH3584.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3584
 DH3584.The ellipsoidal height was determined by GPS observations
 DH3584.and is referenced to NAD 83.
 DH3584
 DH3584.The geoid height was determined by GEOID03.
 DH3584
 DH3584;                    North         East     Units Scale Factor Converg.
 DH3584;SPC GA W     -   403,206.515   608,242.584   MT  1.00000376   -0 32 52.2
 DH3584;SPC GA W     - 1,322,853.37  1,995,542.54   sFT  1.00000376   -0 32 52.2
 DH3584
 DH3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3584!SPC GA W     -   0.99994906  x   1.00000376  =   0.99995282
 DH3584
 DH3584                          SUPERSEDED SURVEY CONTROL
 DH3584
 DH3584.No superseded survey control is available for this station.
 DH3584
 DH3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7105622957(NAD 83)
 DH3584_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3584
 DH3584                          STATION DESCRIPTION
 DH3584
 DH3584'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3584'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3584'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3584'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3584'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3584'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3585 ***********************************************************************
 DH3585  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3585  DESIGNATION -  CARROLLTON CORS L1 PHASE CENTER
 DH3585  CORS_ID     -  GACL
 DH3585  PID         -  DH3585
 DH3585  STATE/COUNTY-  GA/CARROLL
 DH3585  USGS QUAD   -  BREMEN (1982)
 DH3585
 DH3585                         *CURRENT SURVEY CONTROL
 DH3585  ___________________________________________________________________
 DH3585* NAD 83(CORS)-  33 37 57.74132(N)    085 09 20.58998(W)     ADJUSTED  
 DH3585* NAVD 88     -                                                        
 DH3585  ___________________________________________________________________
 DH3585  EPOCH DATE  -        2002.00
 DH3585  X           -     448,942.328 (meters)                     COMP
 DH3585  Y           -  -5,297,211.606 (meters)                     COMP
 DH3585  Z           -   3,512,778.632 (meters)                     COMP
 DH3585  ELLIP HEIGHT-         324.59  (meters)          (06/??/05) GPS OBS
 DH3585  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH3585
 DH3585  HORZ ORDER  -  SPECIAL (CORS)
 DH3585  ELLP ORDER  -  SPECIAL (CORS)
 DH3585
 DH3585.ITRF positions are available for this station.
 DH3585.The coordinates were established by GPS observations
 DH3585.and adjusted by the National Geodetic Survey in June 2005..
 DH3585.The coordinates are valid at the epoch date displayed above.
 DH3585.The epoch date for horizontal control is a decimal equivalence
 DH3585.of Year/Month/Day.
 DH3585
 DH3585
 DH3585.The PID for the CORS ARP is DH3584.
 DH3585
 DH3585.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3585
 DH3585.The ellipsoidal height was determined by GPS observations
 DH3585.and is referenced to NAD 83.
 DH3585
 DH3585.The geoid height was determined by GEOID03.
 DH3585
 DH3585;                    North         East     Units Scale Factor Converg.
 DH3585;SPC GA W     -   403,206.516   608,242.584   MT  1.00000376   -0 32 52.2
 DH3585;SPC GA W     - 1,322,853.38  1,995,542.54   sFT  1.00000376   -0 32 52.2
 DH3585
 DH3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3585!SPC GA W     -   0.99994905  x   1.00000376  =   0.99995280
 DH3585
 DH3585                          SUPERSEDED SURVEY CONTROL
 DH3585
 DH3585.No superseded survey control is available for this station.
 DH3585
 DH3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7105622957(NAD 83)
 DH3585_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3585
 DH3585                          STATION DESCRIPTION
 DH3585
 DH3585'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3585'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3585'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3585'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3585'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3585'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3390 ***********************************************************************
 DG3390  DESIGNATION -  CARROLLTON FIRST BAP CH SPIRE
 DG3390  PID         -  DG3390
 DG3390  STATE/COUNTY-  GA/CARROLL
 DG3390  USGS QUAD   -  CARROLLTON (1982)
 DG3390
 DG3390                         *CURRENT SURVEY CONTROL
 DG3390  ___________________________________________________________________
 DG3390* NAD 83(1994)-  33 34 46.75128(N)    085 04 19.38441(W)     ADJUSTED  
 DG3390* NAVD 88     -                                                        
 DG3390  ___________________________________________________________________
 DG3390  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG3390  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3390
 DG3390  HORZ ORDER  -  THIRD
 DG3390
 DG3390.The horizontal coordinates were established by classical geodetic methods
 DG3390.and adjusted by the National Geodetic Survey in September 1997..
 DG3390
 DG3390
 DG3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3390
 DG3390.The geoid height was determined by GEOID03.
 DG3390
 DG3390;                    North         East     Units Scale Factor Converg.
 DG3390;SPC GA W     -   397,251.368   615,953.534   MT  0.99998706   -0 30 02.9
 DG3390;SPC GA W     - 1,303,315.53  2,020,840.89   sFT  0.99998706   -0 30 02.9
 DG3390;SPC AL E     -   341,741.460   270,673.400   MT  1.00002155   +0 25 15.9
 DG3390;UTM  16      - 3,717,215.742   678,927.272   MT  0.99999471   +1 03 59.8
 DG3390
 DG3390                          SUPERSEDED SURVEY CONTROL
 DG3390
 DG3390  NAD 83(1994)-  33 34 46.75372(N)    085 04 19.38543(W) AD(       ) 4
 DG3390  NAD 83(1986)-  33 34 46.75614(N)    085 04 19.38166(W) AD(       ) 4
 DG3390  NAD 27      -  33 34 46.36026(N)    085 04 19.57453(W) AD(       ) 3
 DG3390
 DG3390.Superseded values are not recommended for survey control.
 DG3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3390.See file dsdata.txt to determine how the superseded data were derived.
 DG3390
 DG3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7892717216(NAD 83)
 DG3390_MARKER: 90 = CHURCH SPIRE
 DG3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3390+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3390
 DG3390  HISTORY     - Date     Condition        Report By
 DG3390  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3390  HISTORY     - 20050721 GOOD             GEOCAC
 DG3390
 DG3390                          STATION DESCRIPTION
 DG3390
 DG3390'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3391 ***********************************************************************
 DG3391  DESIGNATION -  CARROLLTON MANDEVILLE MILLS TK
 DG3391  PID         -  DG3391
 DG3391  STATE/COUNTY-  GA/CARROLL
 DG3391  USGS QUAD   -  CARROLLTON (1982)
 DG3391
 DG3391                         *CURRENT SURVEY CONTROL
 DG3391  ___________________________________________________________________
 DG3391* NAD 83(1994)-  33 34 47.71209(N)    085 05 25.76676(W)     ADJUSTED  
 DG3391* NAVD 88     -                                                        
 DG3391  ___________________________________________________________________
 DG3391  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DG3391  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3391
 DG3391  HORZ ORDER  -  THIRD
 DG3391
 DG3391.The horizontal coordinates were established by classical geodetic methods
 DG3391.and adjusted by the National Geodetic Survey in September 1997..
 DG3391
 DG3391
 DG3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3391
 DG3391.The geoid height was determined by GEOID03.
 DG3391
 DG3391;                    North         East     Units Scale Factor Converg.
 DG3391;SPC GA W     -   397,296.083   614,242.006   MT  0.99999064   -0 30 39.6
 DG3391;SPC GA W     - 1,303,462.23  2,015,225.65   sFT  0.99999064   -0 30 39.6
 DG3391;SPC AL E     -   341,758.633   268,961.320   MT  1.00001861   +0 24 39.2
 DG3391;UTM  16      - 3,717,213.625   677,215.157   MT  0.99998719   +1 03 23.1
 DG3391
 DG3391                          SUPERSEDED SURVEY CONTROL
 DG3391
 DG3391  NAD 83(1994)-  33 34 47.71437(N)    085 05 25.76809(W) AD(       ) 4
 DG3391  NAD 83(1986)-  33 34 47.71708(N)    085 05 25.76383(W) AD(       ) 4
 DG3391  NAD 27      -  33 34 47.32251(N)    085 05 25.95881(W) AD(       ) 3
 DG3391
 DG3391.Superseded values are not recommended for survey control.
 DG3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3391.See file dsdata.txt to determine how the superseded data were derived.
 DG3391
 DG3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7721517214(NAD 83)
 DG3391_MARKER: 51 = TANK
 DG3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3391+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3391
 DG3391  HISTORY     - Date     Condition        Report By
 DG3391  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3391  HISTORY     - 1973     GOOD             NGS
 DG3391  HISTORY     - 20050721 GOOD             GEOCAC
 DG3391
 DG3391                          STATION DESCRIPTION
 DG3391
 DG3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3391'THIS INTERSECTION STATION IS THE CENTER OF THE SILVER-COLORED
 DG3391'WATER TANK OF THE MANDEVILLE COTTON MILL ON THE SW EDGE OF
 DG3391'CARROLLTON.
 DG3391
 DG3391                          STATION RECOVERY (1973)
 DG3391
 DG3391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3391'THE STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION WAS
 DG3391'PREVIOUSLY NAMED CARROLLTON MANDEVILLE MILLS WATER TANK.  A NEW
 DG3391'DESCRIPTION FOLLOWS.
 DG3391'
 DG3391'THE STATION IS THE BALL AT THE TOP AND CENTER OF A WATER TANK,
 DG3391'THAT HAS A CONICAL TOP, CYLINDRICAL SIDES AND DOMED SHAPED
 DG3391'BOTTOM.  THE TANK IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND
 DG3391'THERE IS A SMALL TANK ATTACHED JUST BELOW THE MAIN TANK.  IT IS
 DG3391'SILVER IN COLOR, AND IS 95 FEET HIGH, OWNED BY PRINTED FABRICS
 DG3391'CORPORATION.
 DG3391'
 DG3391'LOCATED ABOUT 1.2 MILES WEST OF THE CENTER OF CARROLLTON, 0.5
 DG3391'MILE NORTH OF STATE HIGHWAY 166, 48 FEET EAST-NORTHEAST OF THE
 DG3391'NORTHEAST CORNER OF THE PLANT BUILDING AND 40 FEET WEST OF THE
 DG3391'CENTER OF A GRAVEL DRIVEWAY AT CURVE.
 DG3391
 DG3391                          STATION RECOVERY (2005)
 DG3391
 DG3391'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DG3391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3401 ***********************************************************************
 DG3401  DESIGNATION -  CARROLLTON METRO COMMUN MAST
 DG3401  PID         -  DG3401
 DG3401  STATE/COUNTY-  GA/CARROLL
 DG3401  USGS QUAD   -  CARROLLTON (1982)
 DG3401
 DG3401                         *CURRENT SURVEY CONTROL
 DG3401  ___________________________________________________________________
 DG3401* NAD 83(1994)-  33 35 12.29642(N)    085 03 43.06945(W)     ADJUSTED  
 DG3401* NAVD 88     -                                                        
 DG3401  ___________________________________________________________________
 DG3401  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG3401  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3401
 DG3401  HORZ ORDER  -  THIRD
 DG3401
 DG3401.The horizontal coordinates were established by classical geodetic methods
 DG3401.and adjusted by the National Geodetic Survey in September 1997..
 DG3401
 DG3401
 DG3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3401
 DG3401.The geoid height was determined by GEOID03.
 DG3401
 DG3401;                    North         East     Units Scale Factor Converg.
 DG3401;SPC GA W     -   398,030.225   616,896.784   MT  0.99998511   -0 29 43.1
 DG3401;SPC GA W     - 1,305,870.83  2,023,935.53   sFT  0.99998511   -0 29 43.1
 DG3401;UTM  16      - 3,718,020.120   679,848.873   MT  0.99999878   +1 04 20.7
 DG3401
 DG3401                          SUPERSEDED SURVEY CONTROL
 DG3401
 DG3401  NAD 83(1994)-  33 35 12.29884(N)    085 03 43.07051(W) AD(       ) 4
 DG3401  NAD 83(1986)-  33 35 12.30140(N)    085 03 43.06682(W) AD(       ) 4
 DG3401  NAD 27      -  33 35 11.90690(N)    085 03 43.26425(W) AD(       ) 3
 DG3401
 DG3401.Superseded values are not recommended for survey control.
 DG3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3401.See file dsdata.txt to determine how the superseded data were derived.
 DG3401
 DG3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7984918020(NAD 83)
 DG3401_MARKER: 42 = RADIO/TV MAST
 DG3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3401+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3401
 DG3401  HISTORY     - Date     Condition        Report By
 DG3401  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG3401  HISTORY     - 20050721 GOOD             GEOCAC
 DG3401
 DG3401                          STATION DESCRIPTION
 DG3401
 DG3401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3401'THE CARROLLTON METROPOLITAN COMMUNICATIONS REPEATER MAST IS
 DG3401'LOCATED IN THE EAST SECTION OF CARROLLTON, AT 103 COMMERCIAL
 DG3401'AVENUE, BEHIND MOTOROLA COMMUNICATIONS.  THE MAST WAS BUILT AND
 DG3401'BEING OPERATED BY R. T. JONES, OF MOTOROLA.  THERE IS NO CALL
 DG3401'LETTERS AT THIS TIME.
 DG3401'
 DG3401'TO REACH THE STATION FROM THE COURTHOUSE IN CARROLLTON, GO EAST
 DG3401'ON STATE HIGHWAY 166 FOR 1.0 MILE TO A ROAD LEFT.  TURN LEFT AND
 DG3401'GO NORTH ON PINE KNOLL ROAD FOR 0.1 MILE TO A ROAD LEFT.  TURN
 DG3401'LEFT AND GO WEST ON COMMERCIAL AVENUE FOR 0.05 MILE TO THE
 DG3401'MOTOROLA SHOP AND THE MAST IN THE BACK YARD.
 DG3401'
 DG3401'THE MAST IS A THREE-LEGGED, SINGLE COLUMN, GUYED, 250-FOOT HIGH
 DG3401'STRUCTURE, PAINTED RED AND WHITE, WITH A LIGHT AT THE APEX.
 DG3401'
 DG3401'THE POINT INTERSECTED WAS THE LIGHT.
 DG3401
 DG3401                          STATION RECOVERY (2005)
 DG3401
 DG3401'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DG3401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3392 ***********************************************************************
 DG3392  DESIGNATION -  CARROLLTON MUNICIPAL STANDPIPE
 DG3392  PID         -  DG3392
 DG3392  STATE/COUNTY-  GA/CARROLL
 DG3392  USGS QUAD   -  CARROLLTON (1982)
 DG3392
 DG3392                         *CURRENT SURVEY CONTROL
 DG3392  ___________________________________________________________________
 DG3392* NAD 83(1994)-  33 35 11.60987(N)    085 04 24.21692(W)     ADJUSTED  
 DG3392* NAVD 88     -                                                        
 DG3392  ___________________________________________________________________
 DG3392  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DG3392  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3392
 DG3392  HORZ ORDER  -  THIRD
 DG3392
 DG3392.The horizontal coordinates were established by classical geodetic methods
 DG3392.and adjusted by the National Geodetic Survey in September 1997..
 DG3392
 DG3392
 DG3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3392
 DG3392.The geoid height was determined by GEOID03.
 DG3392
 DG3392;                    North         East     Units Scale Factor Converg.
 DG3392;SPC GA W     -   398,018.304   615,835.623   MT  0.99998730   -0 30 05.9
 DG3392;SPC GA W     - 1,305,831.72  2,020,454.04   sFT  0.99998730   -0 30 05.9
 DG3392;SPC AL E     -   342,506.426   270,543.160   MT  1.00002133   +0 25 13.5
 DG3392;UTM  16      - 3,717,979.172   678,788.424   MT  0.99999409   +1 03 57.9
 DG3392
 DG3392                          SUPERSEDED SURVEY CONTROL
 DG3392
 DG3392  NAD 83(1994)-  33 35 11.61195(N)    085 04 24.21822(W) AD(       ) 4
 DG3392  NAD 83(1986)-  33 35 11.61492(N)    085 04 24.21468(W) AD(       ) 4
 DG3392  NAD 27      -  33 35 11.21784(N)    085 04 24.40849(W) AD(       ) 3
 DG3392
 DG3392.Superseded values are not recommended for survey control.
 DG3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3392.See file dsdata.txt to determine how the superseded data were derived.
 DG3392
 DG3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7878817979(NAD 83)
 DG3392_MARKER: 52 = STANDPIPE TANK
 DG3392
 DG3392  HISTORY     - Date     Condition        Report By
 DG3392  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3392  HISTORY     - 1972     GOOD             NGS
 DG3392
 DG3392                          STATION DESCRIPTION
 DG3392
 DG3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3392'THIS INTERSECTION STATION IS THE CENTER OF THE SILVER-COLORED
 DG3392'STANDPIPE LOCATED IN THE N EDGE OF CARROLLTON ABOUT 100 YARDS
 DG3392'SW OF STATION CARROLLTON.
 DG3392
 DG3392                          STATION RECOVERY (1972)
 DG3392
 DG3392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3392'STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  THIS STATION
 DG3392'WAS PREVIOUSLY NAMED CARROLLTON MUNICIPAL STANDPIPE 1941.  A NEW
 DG3392'DESCRIPTION FOLLOWS--
 DG3392'
 DG3392'THE STATION IS THE TOP AND CENTER OF A CYLINDRICAL, STEEL,
 DG3392'STANDPIPE.  IT IS PAINTED SILVER AND IS 115 FEET HIGH AND 15
 DG3392'FEET IN DIAMETER.
 DG3392'
 DG3392'LOCATED 0.45 MILE NORTH OF THE CENTER OF CARROLLTON, 0.1 MILE
 DG3392'EAST OF ROME STREET, 90 FEET NORTH OF THE CENTER OF E. CHANDLER
 DG3392'STREET AND ABOUT 100 YARDS SOUTH-SOUTHWEST OF TRIANGULATION
 DG3392'STATION CARROLLTON 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3727 ***********************************************************************
 DG3727  FBN         -  This is a Federal Base Network Control Station.
 DG3727  DESIGNATION -  CARROLLTON NCMN 2
 DG3727  PID         -  DG3727
 DG3727  STATE/COUNTY-  GA/CARROLL
 DG3727  USGS QUAD   -  CARROLLTON (1982)
 DG3727
 DG3727                         *CURRENT SURVEY CONTROL
 DG3727  ___________________________________________________________________
 DG3727* NAD 83(1994)-  33 34 21.16668(N)    085 06 34.48488(W)     ADJUSTED  
 DG3727* NAVD 88     -       330.0    (meters)    1083.     (feet)  GPS OBS   
 DG3727  ___________________________________________________________________
 DG3727  X           -     453,521.179 (meters)                     COMP
 DG3727  Y           -  -5,300,508.291 (meters)                     COMP
 DG3727  Z           -   3,507,207.674 (meters)                     COMP
 DG3727  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DG3727  ELLIP HEIGHT-         300.94  (meters)          (08/25/92) GPS OBS
 DG3727  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3727
 DG3727  HORZ ORDER  -  A
 DG3727  ELLP ORDER  -  THIRD     CLASS I
 DG3727
 DG3727.The horizontal coordinates were established by GPS observations
 DG3727.and adjusted by the National Geodetic Survey in August 1992..
 DG3727
 DG3727.The orthometric height was determined by GPS observations and a
 DG3727.high-resolution geoid model.
 DG3727
 DG3727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3727
 DG3727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3727
 DG3727.The ellipsoidal height was determined by GPS observations
 DG3727.and is referenced to NAD 83.
 DG3727
 DG3727.The geoid height was determined by GEOID03.
 DG3727
 DG3727;                    North         East     Units Scale Factor Converg.
 DG3727;SPC GA W     -   396,494.235   612,462.539   MT  0.99999444   -0 31 17.2
 DG3727;SPC GA W     - 1,300,831.50  2,009,387.51   sFT  0.99999444   -0 31 17.2
 DG3727;UTM  16      - 3,716,363.415   675,458.303   MT  0.99997955   +1 02 44.4
 DG3727
 DG3727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3727!SPC GA W     -   0.99995276  x   0.99999444  =   0.99994720
 DG3727!UTM  16      -   0.99995276  x   0.99997955  =   0.99993231
 DG3727
 DG3727                          SUPERSEDED SURVEY CONTROL
 DG3727
 DG3727  NGVD 29 (08/11/94)  330.0    (m)         1083.     (f) GPS OBS        
 DG3727
 DG3727.Superseded values are not recommended for survey control.
 DG3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3727.See file dsdata.txt to determine how the superseded data were derived.
 DG3727
 DG3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7545816363(NAD 83)
 DG3727_MARKER: DH = HORIZONTAL CONTROL DISK
 DG3727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3727_SP_SET: CONCRETE POST
 DG3727_STAMPING: CARROLLTON NCMN 2 1991
 DG3727_MARK LOGO: NGS   
 DG3727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3727+STABILITY: SURFACE MOTION
 DG3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3727+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3727
 DG3727  HISTORY     - Date     Condition        Report By
 DG3727  HISTORY     - 1991     MONUMENTED       GADT
 DG3727  HISTORY     - 19920113 GOOD             NGS
 DG3727  HISTORY     - 19930409 GOOD             NOS
 DG3727  HISTORY     - 19940408 GOOD             NGS
 DG3727  HISTORY     - 19980122 GOOD             NGS
 DG3727  HISTORY     - 20050721 GOOD             GEOCAC
 DG3727
 DG3727                          STATION DESCRIPTION
 DG3727
 DG3727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 DG3727'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH-SOUTHEAST FROM
 DG3727'BREMAN, 2.1 KM (1.3 MI) WEST FROM CARROLLTON ON THE CAMPUS OF WEST
 DG3727'GEORGIA COLLEGE, AT THE WEST EDGE OF THE OBSERVATORY PARKING LOT.
 DG3727'OWNERSHIP--WEST GEORGIA COLLEGE, CARROLLTON GA 30118.  CONTACT-- DR.
 DG3727'RICHARD PRIOR, DEPARTMENT OF PHYSICS, BUILDING 21.  PHONE IS
 DG3727'404-836-6485.
 DG3727'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 DG3727'STATE HIGHWAYS 16 AND 166 BUSINESS (MAPLE STREET) IN CARROLLTON, GO
 DG3727'SOUTHWEST ON MAPLE STREET FOR 2.41 KM (1.50 MI) TO WEST GEORGIA DRIVE
 DG3727'ON THE RIGHT AND COLLEGE SIGN LEADING TO THE OBSERVATORY.  TURN
 DG3727'RIGHT, 0N WEST GEORGIA DRIVE AND GO WEST-NORTHWEST FOR 0.48 KM
 DG3727'(0.30 MI) TO A PAVED ROAD LEFT LEADING TO PLANT OPERATIONS AND THE
 DG3727'OBSERVATORY.  TURN LEFT ON THE PAVED AND GRAVEL ROAD FOR 0.40 KM
 DG3727'(0.25 MI) TO A T-ROAD.  TURN LEFT ON THE GRAVEL, THEN DIRT ROAD FOR
 DG3727'0.32 KM (0.20 MI) TO THE OBSERVATORY PARKING LOT AND STATION AT THE
 DG3727'WEST SIDE.
 DG3727'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A CONCRETE
 DG3727'MONUMENT FLUSH WITH THE GROUND AND IS LOCATED 29.9 M (98.1 FT)
 DG3727'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNERPOST OF A FENCE AROUND THE
 DG3727'OBSERVATORY, 24.9 M (81.7 FT) SOUTHWEST FROM A WALKWAY LIGHT, 18.90 M
 DG3727'(62.01 FT) NORTH-NORTHEAST FROM CARROLLTON NCMN RM 3, 16.75 M
 DG3727'(54.95 FT) SOUTH-SOUTHEAST FROM CARROLLTON NCMN RM 1 AND 10.2 M
 DG3727'(33.5 FT) NORTH OF THE FIELD 9 SIGNPOST.
 DG3727'NOTE--CARROLLTON NCMN RM 2 WAS NOT RECOVERED.
 DG3727'DESCRIBED BY J.N. LEONHARDT
 DG3727
 DG3727                          STATION RECOVERY (1993)
 DG3727
 DG3727'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 DG3727'RECOVERED IN GOOD CONDITION.
 DG3727
 DG3727                          STATION RECOVERY (1994)
 DG3727
 DG3727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 DG3727'RECOVERED AS DESCRIBED WITH ADDITIONAL NOTES. TO REACH THE STATION
 DG3727'FROM THE NORTHEAST CORNER OF CARROLL COUNTY COURTHOUSE IN CARROLLTON,
 DG3727'INTERSECTION OF DIXIE AND NEWNAN STREETS, PROCEED WEST 0.2 MI (0.3 KM)
 DG3727'ON NEWNAN STREET TO MAPLE STREET BEARING OFF TO LEFT (BARNES STREET ON
 DG3727'RIGHT).  THIS INTERSECTION IS 0.05 MILE (0.08 KM) WEST OF TOWN SQUARE.
 DG3727'FOLLOW MAPLE STREET FOR 1.6 MILES (2.6 KM) SOUTHWEST TO LAST ENTRANCE
 DG3727'TO WEST GEORGIA COLLEGE, WITH SIGN FOR ALUMNI HOUSE.  TURN RIGHT 0N
 DG3727'WEST GEORGIA DRIVE AND GO WEST-NORTHWEST FOR 0.48 KM (0.30 MI) TO A
 DG3727'PAVED ROAD LEADING TO PLANT OPERATIONS AND THE OBSERVATORY. TURN LEFT
 DG3727'ON THE PAVED THEN GRAVEL ROAD FOR 0.40 KM (0.25 MI) TO A T-ROAD. TURN
 DG3727'LEFT AND FOLLOW GRAVEL THEN DIRT ROAD FOR 0.32 KM (0.20 MI) AROUND TO
 DG3727'RIGHT TO THE OBSERVATORY PARKING LOT AND STATION STRAIGHT AHEAD AT THE
 DG3727'WEST SIDE. THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT
 DG3727'ENCASED IN GALVANIZED PIPE FLUSH WITH THE GROUND IN MIDDLE OF A WIDE
 DG3727'SHALLOW SWALE, 4 PACES WEST OF WEST RAILROAD TIE BORDER, 2 PACES NORTH
 DG3727'OF MIDDLE LINE OF PARKING LOT. LOCATED 29.9 M (98.1 FT)
 DG3727'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNERPOST OF A FENCE AROUND THE
 DG3727'OBSERVATORY, 28.80 M (94.49 FT) SOUTH OF SOUTH LINE OF FENCE EXTENDED,
 DG3727'24.9 M (81.7 FT) SOUTHWEST FROM A WALKWAY LIGHT, 22.10 M (72.51 FT)
 DG3727'WEST OF WEST LINE EXTENDED OF SIDEWALK LEADING NORTH TO OBSERVATORY
 DG3727'FROM PARKING LOT, 18.90 M (62.01 FT) NORTH-NORTHEAST FROM CARROLLTON
 DG3727'NCMN RM 3, 16.75 M (54.95 FT) SOUTH-SOUTHEAST FROM CARROLLTON NCMN RM
 DG3727'1, 9.14 M (29.99 FT) SOUTHWEST AND 10.06 M (33.01 FT) NORTHWEST OF
 DG3727'NORTHWEST AND SOUTHWEST RAILROAD TIE CORNERS OF PARKING LOT, 0.76 M
 DG3727'(2.49 FT) EAST OF WITNESS POST, ABOUT 1.83 M (6.00 FT) BELOW FLOOR OF
 DG3727'OBSERVATORY. RM 2 IS 4.88 M (16.01 FT) WEST OF WEST LINE SIDEWALK
 DG3727'EXTENDED, 1.52 M (4.99 FT) NORTH OF SOUTH RAILROAD TIE BORDER, 1.83 M
 DG3727'(6.00 FT) NORTH OF WITNESS POST, 0.07 M (0.23 FT) BELOW GRAVEL PARKING
 DG3727'LOT. RM 3 IS 47.85 M (156.99 FT) SSW OF SOUTHWEST FENCE CORNER, 44.8 M
 DG3727'(147.0 FT) S SOUTH LINE OF FENCE, 17.37 M (56.99 FT) WEST OF WEST LINE
 DG3727'OF SAME, 13.72 M (45.01 FT) WEST AND 7.01 M (23.00 FT) SOUTH OF WEST
 DG3727'AND SOUTH LINES OF PARKING LOT, 0.30 M (0.98 FT) SOUTHWEST OF WITNESS
 DG3727'POST, ABOUT 1.52 M (4.99 FT) BELOW MAIN STATION.
 DG3727
 DG3727                          STATION RECOVERY (1998)
 DG3727
 DG3727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 DG3727'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH-SOUTHEAST OF
 DG3727'BREMEN, 2 KM (1.25 MI) WEST OF CARROLLTON, ON THE CAMPUS OF THE WEST
 DG3727'GEORGIA COLLEGE, ADJACENT TO THE EAST EDGE OF PLAYING FIELD NUMBER 9,
 DG3727'AND NEAR THE WEST EDGE OF THE OBSERATORY PARKING LOT. OWNERSHIP--WEST
 DG3727'GEORGIA COLLEGE, CARROLLTON, GA 30118.  CONTACT DR RICHARD PRIOR,
 DG3727'DEPARTMENT OF PHYSICS, BUILDING 21, THERE IS A LOCKED GATE AT THE
 DG3727'OBSERVATORY ROAD.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 27 AND
 DG3727'STATE HIGHWAYS 16 AND 166 BUSINESS (MAPLE STREET) IN CARROLLTON, GO
 DG3727'SOUTHWEST ON MAPLE STREET FOR 1.61 KM (1.00 MI) TO WEST GEORGIA DRIVE
 DG3727'ON THE RIGHT (A LOOP ROAD AND MAIN ENTRANCE TO CAMPUS) AND GRIFFIN
 DG3727'DRIVE ON THE LEFT.  CONTINUE AHEAD, SOUTHWEST, ON MAPLE STREET FOR
 DG3727'0.81 KM (0.50 MI) TO WEST GEORGIA DRIVE ON THE RIGHT (ENTANCE NUMBER
 DG3727'4) . TURN RIGHT, WEST-NORTHWEST, ON THE ROAD FOR 0.48 KM (0.30 MI) TO
 DG3727'A PAVED ROAD LEFT LEADING TO PLANT OPERATIONS AND THE OBSERVATORY,
 DG3727'(JUST BEFORE A SET OF PARKING LOTS) .  TURN LEFT, WEST, ON THE ROAD
 DG3727'FOR 0.32 KM (0.20 MI) PASSING THROUGH A SMALL PARKING LOT TO A LOCKED
 DG3727'POLE GATE AT THE JUNCTION OF A PAVED CROSSROAD.  PASS THROUGH THE GATE
 DG3727'AND TURN LEFT, SOUTH, THEN WEST, ON THE ROAD FOR 0.24 KM (0.15 MI) TO
 DG3727'THE WEST EDGE OF THE GRAVEL PARKING LOT FOR THE OBSERVATORY AND THE
 DG3727'STATION AHEAD.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 DG3727'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 40.9 M (134.2 FT)
 DG3727'WEST-NORTHWEST OF THE NORTH GATE POST OF THE GATE TO THE PLAYING
 DG3727'FIELD, 29.9 M (98.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER POST
 DG3727'OF A FENCE AROUND THE OBSERVATORY, 24.9 M (81.7 FT) SOUTHWEST OF A
 DG3727'WALKWAY LIGHT, 4.3 M (14.1 FT) EAST OF THE TOP OF THE CUTBANK TO THE
 DG3727'PLAYING FIELD, AND 0.75 M (2.46 FT) EAST OF A FIBERGLASS WITNESS POST
 DG3727'AND STEEL POST.
 DG3727
 DG3727                          STATION RECOVERY (2005)
 DG3727
 DG3727'RECOVERY NOTE BY GEOCACHING 2005
 DG3727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3710 ***********************************************************************
 DG3710  CBN         -  This is a Cooperative Base Network Control Station.
 DG3710  DESIGNATION -  CARROLLTON NCMN 7228
 DG3710  PID         -  DG3710
 DG3710  STATE/COUNTY-  GA/CARROLL
 DG3710  USGS QUAD   -  CARROLLTON (1982)
 DG3710
 DG3710                         *CURRENT SURVEY CONTROL
 DG3710  ___________________________________________________________________
 DG3710* NAD 83(1994)-  33 34 21.16549(N)    085 06 34.48728(W)     ADJUSTED  
 DG3710* NAVD 88     -       330.7    (meters)    1085.     (feet)  VERTCON   
 DG3710  ___________________________________________________________________
 DG3710  X           -     453,521.124 (meters)                     COMP
 DG3710  Y           -  -5,300,508.383 (meters)                     COMP
 DG3710  Z           -   3,507,207.687 (meters)                     COMP
 DG3710  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DG3710  ELLIP HEIGHT-         301.02  (meters)          (04/03/92) GPS OBS
 DG3710  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3710
 DG3710  HORZ ORDER  -  A
 DG3710  ELLP ORDER  -  FIRST     CLASS I
 DG3710
 DG3710.The horizontal coordinates were established by VLBI observations
 DG3710.and local terrestrial surveys and adjusted by the
 DG3710.National Geodetic Survey in April 1992..
 DG3710
 DG3710.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3710
 DG3710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3710
 DG3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3710
 DG3710.The ellipsoidal height was determined by GPS observations
 DG3710.and is referenced to NAD 83.
 DG3710
 DG3710.The geoid height was determined by GEOID03.
 DG3710
 DG3710;                    North         East     Units Scale Factor Converg.
 DG3710;SPC GA W     -   396,494.198   612,462.477   MT  0.99999444   -0 31 17.2
 DG3710;SPC GA W     - 1,300,831.38  2,009,387.31   sFT  0.99999444   -0 31 17.2
 DG3710;UTM  16      - 3,716,363.377   675,458.242   MT  0.99997955   +1 02 44.4
 DG3710
 DG3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3710!SPC GA W     -   0.99995274  x   0.99999444  =   0.99994718
 DG3710!UTM  16      -   0.99995274  x   0.99997955  =   0.99993230
 DG3710
 DG3710                          SUPERSEDED SURVEY CONTROL
 DG3710
 DG3710  NGVD 29 (04/03/92)  330.7    (m)         1085.     (f) GPS OBS        
 DG3710
 DG3710.Superseded values are not recommended for survey control.
 DG3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3710.See file dsdata.txt to determine how the superseded data were derived.
 DG3710
 DG3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7545816363(NAD 83)
 DG3710_MARKER: DS = TRIANGULATION STATION DISK
 DG3710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3710_SP_SET: CONCRETE POST
 DG3710_STAMPING: CARROLLTON NCMN 1985
 DG3710_MARK LOGO: NGS   
 DG3710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3710+STABILITY: SURFACE MOTION
 DG3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3710+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3710
 DG3710  HISTORY     - Date     Condition        Report By
 DG3710  HISTORY     - 1987     MONUMENTED       NGS
 DG3710  HISTORY     - 19900307 GOOD             NGS
 DG3710  HISTORY     - 20050721 GOOD             GEOCAC
 DG3710
 DG3710                          STATION DESCRIPTION
 DG3710
 DG3710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DG3710'PRIMARY SCIENTIFIC PRUPOSES - MEASUREMENTS SUPPORTING THE NATIONAL
 DG3710'GEODETIC SURVEYS NATIONAL CRUSTAL MOTION NETWORK.
 DG3710'SITE DESCRIPTION - THE SITE IS LOCATED NEAR THE OBSERVATORY ON THE
 DG3710'WEST GEORGIA COLLEGE CAMPUS IN CARROLLTON, GA.  THE STATION IS
 DG3710'COMPATIBLE FOR OCCUPATION BY A MOBLE VLBI SYSTEM ONLY.
 DG3710'THE MARK IS A STANDARD BRASS NGS DISK.
 DG3710'SITE TOPO MAP - UNKNOWN
 DG3710'GEOLOGICAL PROVINCE - UNKNOWN
 DG3710'LOCAL GEOLOGY - UNKNOWN
 DG3710
 DG3710                          STATION RECOVERY (1990)
 DG3710
 DG3710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DG3710'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTH-SOUTHEAST FROM
 DG3710'BREMAN, 2.1 KM (1.3 MI) WEST FROM CARROLLTON, ON THE CAMPUS OF WEST
 DG3710'GEORGIA COLLEGE AT THE WEST EDGE OF THE OBSERVATORY PARKING LOT.
 DG3710'OWNERSHIP--WEST GEORGIA COLLEGE, CARROLLTON GA 30118.  CONTACT--DR
 DG3710'RICHARD PRIOR, DEPARTMENT OF PHYSICS, BUILDING 21, PHONE
 DG3710'404-836-6485.
 DG3710'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 27 AND STATE
 DG3710'HIGHWAYS 16 AND 166 BUSINESS, MAPLE STREET, IN CARROLLTON, GO
 DG3710'SOUTHWEST ON MAPLE STREET FOR 2.41 KM (1.50 MI) TO WEST GEORGIA DRIVE
 DG3710'ON THE RIGHT AND COLLEGE SIGN LEADING TO THE OBSERVATORY.  TURN
 DG3710'RIGHT, WEST-NORTHWEST, AND GO 0.31 KM (0.19 MI) TO A PAVED ROAD ON
 DG3710'THE LEFT LEADING TO PLANT OPERATIONS AND THE OBSERVATORY.  TURN LEFT
 DG3710'AND FOLLOW THE PAVED ROAD TO A ROAD RIGHT LEADING TO PLANT
 DG3710'OPERATIONS.  CONTINUE AHEAD, UPHILL ON DIRT ROAD FOR 0.31 KM
 DG3710'(0.19 MI) TO THE OBSERVATORY PARKING LOT AND THE STATION IN THE
 DG3710'APPROXIMATE CENTER AND AT THE WEST EDGE OF THE PARKING LOT AND BEFORE
 DG3710'THE EDGE OF SOCCER FIELD 9.
 DG3710'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 25-CM ROUND
 DG3710'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 29.9 M (98.1 FT)
 DG3710'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNERPOST OF A FENCE AROUND THE
 DG3710'OBSERVATORY, 24.9 M (81.7 FT) SOUTHWEST FROM A WALKWAY LIGHT AND 10.2
 DG3710'M (33.5 FT) NORTH FROM THE FIELD 9 SIGNPOST.
 DG3710'DESCRIBED BY J.D. DI MARE, TYPED BY HJS.
 DG3710
 DG3710                          STATION RECOVERY (2005)
 DG3710
 DG3710'RECOVERY NOTE BY GEOCACHING 2005
 DG3710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3396 ***********************************************************************
 DG3396  DESIGNATION -  CARROLLTON NEWNAN RD TANK
 DG3396  PID         -  DG3396
 DG3396  STATE/COUNTY-  GA/CARROLL
 DG3396  USGS QUAD   -  CARROLLTON (1982)
 DG3396
 DG3396                         *CURRENT SURVEY CONTROL
 DG3396  ___________________________________________________________________
 DG3396* NAD 83(1994)-  33 34 38.00332(N)    085 03 40.10981(W)     ADJUSTED  
 DG3396* NAVD 88     -                                                        
 DG3396  ___________________________________________________________________
 DG3396  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DG3396  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG3396
 DG3396  HORZ ORDER  -  THIRD
 DG3396
 DG3396.The horizontal coordinates were established by classical geodetic methods
 DG3396.and adjusted by the National Geodetic Survey in September 1997..
 DG3396
 DG3396
 DG3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3396
 DG3396.The geoid height was determined by GEOID03.
 DG3396
 DG3396;                    North         East     Units Scale Factor Converg.
 DG3396;SPC GA W     -   396,973.061   616,963.974   MT  0.99998498   -0 29 41.0
 DG3396;SPC GA W     - 1,302,402.45  2,024,155.97   sFT  0.99998498   -0 29 41.0
 DG3396;UTM  16      - 3,716,965.175   679,944.957   MT  0.99999921   +1 04 21.3
 DG3396
 DG3396                          SUPERSEDED SURVEY CONTROL
 DG3396
 DG3396  NAD 83(1994)-  33 34 38.00576(N)    085 03 40.11087(W) AD(       ) 4
 DG3396  NAD 83(1986)-  33 34 38.00836(N)    085 03 40.10716(W) AD(       ) 4
 DG3396  NAD 27      -  33 34 37.61655(N)    085 03 40.30634(W) AD(       ) 3
 DG3396
 DG3396.Superseded values are not recommended for survey control.
 DG3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3396.See file dsdata.txt to determine how the superseded data were derived.
 DG3396
 DG3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7994516965(NAD 83)
 DG3396_MARKER: 53 = ELEVATED TANK
 DG3396
 DG3396  HISTORY     - Date     Condition        Report By
 DG3396  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3396
 DG3396                          STATION DESCRIPTION
 DG3396
 DG3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3396'THE STATION IS THE APEX OF VENT AT THE TOP AND CENTER OF A WATER
 DG3396'TANK, THAT HAS A DOME SHAPED TOP AND BOTTOM.  IT IS SUPPORTED BY
 DG3396'FOUR TUBULAR STEEL LEGS AND IS LIGHT GREEN IN COLOR.  THE TANK
 DG3396'IS 120 FEET HIGH.
 DG3396'
 DG3396'THE WATER TANK IS LOCATED ABOUT 0.65 MILE EAST-SOUTHEAST OF THE
 DG3396'CENTER OF CARROLLTON, 220 FEET NORTH OF THE CENTER OF NEWNAN
 DG3396'ROAD AND 167 FEET WEST OF THE CENTER OF BASS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3407 ***********************************************************************
 DG3407  DESIGNATION -  CARROLLTON PRINTED FABRICS STK
 DG3407  PID         -  DG3407
 DG3407  STATE/COUNTY-  GA/CARROLL
 DG3407  USGS QUAD   -  CARROLLTON (1982)
 DG3407
 DG3407                         *CURRENT SURVEY CONTROL
 DG3407  ___________________________________________________________________
 DG3407* NAD 83(1994)-  33 34 48.18129(N)    085 05 28.88273(W)     ADJUSTED  
 DG3407* NAVD 88     -                                                        
 DG3407  ___________________________________________________________________
 DG3407  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DG3407  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3407
 DG3407  HORZ ORDER  -  THIRD
 DG3407
 DG3407.The horizontal coordinates were established by classical geodetic methods
 DG3407.and adjusted by the National Geodetic Survey in September 1997..
 DG3407
 DG3407
 DG3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3407
 DG3407.The geoid height was determined by GEOID03.
 DG3407
 DG3407;                    North         East     Units Scale Factor Converg.
 DG3407;SPC GA W     -   397,311.255   614,161.784   MT  0.99999081   -0 30 41.3
 DG3407;SPC GA W     - 1,303,512.01  2,014,962.45   sFT  0.99999081   -0 30 41.3
 DG3407;UTM  16      - 3,717,226.597   677,134.551   MT  0.99998684   +1 03 21.4
 DG3407
 DG3407                          SUPERSEDED SURVEY CONTROL
 DG3407
 DG3407  NAD 83(1994)-  33 34 48.18365(N)    085 05 28.88387(W) AD(       ) 4
 DG3407  NAD 83(1986)-  33 34 48.18627(N)    085 05 28.87992(W) AD(       ) 4
 DG3407  NAD 27      -  33 34 47.79178(N)    085 05 29.07468(W) AD(       ) 3
 DG3407
 DG3407.Superseded values are not recommended for survey control.
 DG3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3407.See file dsdata.txt to determine how the superseded data were derived.
 DG3407
 DG3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7713517227(NAD 83)
 DG3407_MARKER: 63 = STACK
 DG3407
 DG3407  HISTORY     - Date     Condition        Report By
 DG3407  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3407  HISTORY     - 20050721 POOR             GEOCAC
 DG3407
 DG3407                          STATION DESCRIPTION
 DG3407
 DG3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3407'THE STATION IS THE TOP AND CENTER OF A CYLINDRICAL, CONCRETE
 DG3407'STACK.  IT IS 145 FEET HIGH, 7 FEET IN DIAMETER AT THE BASE AND
 DG3407'IS UNPAINTED GRAY CEMENT IN COLOR.
 DG3407'
 DG3407'THE STACK IS LOCATED ABOUT 1.2 MILES WEST OF THE CENTER OF
 DG3407'CARROLLTON AND 0.5 MILE NORTH OF STATE HWY. 166 IN THE CENTER OF
 DG3407'THE PLANT COMPLEX.
 DG3407
 DG3407                          STATION RECOVERY (2005)
 DG3407
 DG3407'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DG3407'STACK IS IN POOR CONDITION. THE TOP IS SHOWING WEATHERED CONDITIONS
 DG3407'THROUGH LACK OF MAINTENANCE. PLANT HAS BEEN CLOSED FOR MANY YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3403 ***********************************************************************
 DG3403  DESIGNATION -  CARROLLTON SOU RWY MICROWAVE
 DG3403  PID         -  DG3403
 DG3403  STATE/COUNTY-  GA/CARROLL
 DG3403  USGS QUAD   -  CARROLLTON (1982)
 DG3403
 DG3403                         *CURRENT SURVEY CONTROL
 DG3403  ___________________________________________________________________
 DG3403* NAD 83(1994)-  33 34 34.57499(N)    085 04 41.27568(W)     ADJUSTED  
 DG3403* NAVD 88     -                                                        
 DG3403  ___________________________________________________________________
 DG3403  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DG3403  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3403
 DG3403  HORZ ORDER  -  THIRD
 DG3403
 DG3403.The horizontal coordinates were established by classical geodetic methods
 DG3403.and adjusted by the National Geodetic Survey in September 1997..
 DG3403
 DG3403
 DG3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3403
 DG3403.The geoid height was determined by GEOID03.
 DG3403
 DG3403;                    North         East     Units Scale Factor Converg.
 DG3403;SPC GA W     -   396,881.190   615,385.727   MT  0.99998824   -0 30 14.8
 DG3403;SPC GA W     - 1,302,101.04  2,018,978.01   sFT  0.99998824   -0 30 14.8
 DG3403;UTM  16      - 3,716,830.170   678,369.799   MT  0.99999225   +1 03 47.4
 DG3403
 DG3403                          SUPERSEDED SURVEY CONTROL
 DG3403
 DG3403  NAD 83(1994)-  33 34 34.57726(N)    085 04 41.27680(W) AD(       ) 4
 DG3403  NAD 83(1986)-  33 34 34.57992(N)    085 04 41.27295(W) AD(       ) 4
 DG3403  NAD 27      -  33 34 34.18387(N)    085 04 41.46637(W) AD(       ) 3
 DG3403
 DG3403.Superseded values are not recommended for survey control.
 DG3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3403.See file dsdata.txt to determine how the superseded data were derived.
 DG3403
 DG3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7837016830(NAD 83)
 DG3403_MARKER: 45 = MICROWAVE TOWER
 DG3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3403+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3403
 DG3403  HISTORY     - Date     Condition        Report By
 DG3403  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3403  HISTORY     - 20050721 GOOD             GEOCAC
 DG3403
 DG3403                          STATION DESCRIPTION
 DG3403
 DG3403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3403'THE STATION IS THE TOP AND CENTER OF A THREE LEGGED, TRUSS WORK,
 DG3403'STEEL TOWER WITH ONE FAN SHAPED ANTENNA AND A RED LIGHT AT THE
 DG3403'TOP, THE LIGHT IS NOT CENTERED.  THE TOWER IS PAINTED
 DG3403'ALTERNATELY RED AND WHITE AND IS 225 FEET HIGH.  IT IS OWNED BY
 DG3403'THE SOUTHERN RAILWAY COMPANY.
 DG3403'
 DG3403'THE TOWER IS LOCATED ABOUT 0.45 MILE SOUTHWEST OF THE CENTER OF
 DG3403'CARROLLTON AND 0.05 MILE EAST OF U.S. HWY. 27.
 DG3403
 DG3403                          STATION RECOVERY (2005)
 DG3403
 DG3403'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DG3403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3398 ***********************************************************************
 DG3398  DESIGNATION -  CARROLLTON WATSON ST TANK
 DG3398  PID         -  DG3398
 DG3398  STATE/COUNTY-  GA/CARROLL
 DG3398  USGS QUAD   -  CARROLLTON (1982)
 DG3398
 DG3398                         *CURRENT SURVEY CONTROL
 DG3398  ___________________________________________________________________
 DG3398* NAD 83(1994)-  33 34 41.34884(N)    085 04 52.28097(W)     ADJUSTED  
 DG3398* NAVD 88     -                                                        
 DG3398  ___________________________________________________________________
 DG3398  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DG3398  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG3398
 DG3398  HORZ ORDER  -  THIRD
 DG3398
 DG3398.The horizontal coordinates were established by classical geodetic methods
 DG3398.and adjusted by the National Geodetic Survey in September 1997..
 DG3398
 DG3398
 DG3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3398
 DG3398.The geoid height was determined by GEOID03.
 DG3398
 DG3398;                    North         East     Units Scale Factor Converg.
 DG3398;SPC GA W     -   397,092.381   615,103.766   MT  0.99998883   -0 30 21.0
 DG3398;SPC GA W     - 1,302,793.92  2,018,052.94   sFT  0.99998883   -0 30 21.0
 DG3398;UTM  16      - 3,717,033.571   678,082.166   MT  0.99999099   +1 03 41.5
 DG3398
 DG3398                          SUPERSEDED SURVEY CONTROL
 DG3398
 DG3398  NAD 83(1994)-  33 34 41.35109(N)    085 04 52.28219(W) AD(       ) 4
 DG3398  NAD 83(1986)-  33 34 41.35376(N)    085 04 52.27824(W) AD(       ) 4
 DG3398  NAD 27      -  33 34 40.95701(N)    085 04 52.47427(W) AD(       ) 3
 DG3398
 DG3398.Superseded values are not recommended for survey control.
 DG3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3398.See file dsdata.txt to determine how the superseded data were derived.
 DG3398
 DG3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7808217034(NAD 83)
 DG3398_MARKER: 53 = ELEVATED TANK
 DG3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3398+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DG3398
 DG3398  HISTORY     - Date     Condition        Report By
 DG3398  HISTORY     - 1972     FIRST OBSERVED   NGS
 DG3398  HISTORY     - 20050721 GOOD             GEOCAC
 DG3398
 DG3398                          STATION DESCRIPTION
 DG3398
 DG3398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3398'THE STATION IS THE BALL AT THE TOP AND CENTER OF A WATER TANK,
 DG3398'THAT HAS A DOME SHAPED TOP AND BOTTOM.  IT IS SUPPORTED BY TEN
 DG3398'I-BEAM, STEEL LEGS AND IS A RUSTY SILVER IN COLOR.  THE TANK
 DG3398'IS 140 FEET HIGH.
 DG3398'
 DG3398'THE WATER TANK IS LOCATED IN CARROLLTON, ABOUT 0.05 MILE
 DG3398'NORTH OF MAPLE ST. (STATE HWY. 166), AND ABOUT 400 FEET
 DG3398'NORTH-NORTHEAST OF THE INTERSECTION OF WATSON ST. AND
 DG3398'N AYCOCK ST.
 DG3398
 DG3398                          STATION RECOVERY (2005)
 DG3398
 DG3398'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DG3398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3635 ***********************************************************************
 DG3635  PACS        -  This is a Primary Airport Control Station.
 DG3635  DESIGNATION -  CARRPORT
 DG3635  PID         -  DG3635
 DG3635  STATE/COUNTY-  GA/CARROLL
 DG3635  USGS QUAD   -  BREMEN (1982)
 DG3635
 DG3635                         *CURRENT SURVEY CONTROL
 DG3635  ___________________________________________________________________
 DG3635* NAD 83(1994)-  33 37 59.68498(N)    085 09 14.55600(W)     ADJUSTED  
 DG3635* NAVD 88     -       347.04   (meters)    1138.6    (feet)  GPS OBS   
 DG3635  ___________________________________________________________________
 DG3635  X           -     449,094.030 (meters)                     COMP
 DG3635  Y           -  -5,297,160.018 (meters)                     COMP
 DG3635  Z           -   3,512,824.888 (meters)                     COMP
 DG3635  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DG3635  ELLIP HEIGHT-         318.08  (meters)          (09/21/99) GPS OBS
 DG3635  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG3635
 DG3635  HORZ ORDER  -  A
 DG3635  ELLP ORDER  -  THIRD     CLASS I
 DG3635
 DG3635.This mark is at West Georgia Regional Airport (CTJ)
 DG3635
 DG3635.The horizontal coordinates were established by GPS observations
 DG3635.and adjusted by the National Geodetic Survey in September 1999..
 DG3635
 DG3635.The orthometric height was determined by GPS observations and a
 DG3635.high-resolution geoid model.
 DG3635
 DG3635.GPS derived orthometric heights for airport stations designated as
 DG3635.PACS or SACS are published to 2 decimal places.  This maintains
 DG3635.centimeter relative accuracy between the PACS and SACS.  It does
 DG3635.not indicate centimeter accuracy relative to other marks which are
 DG3635.part of the NAVD 88 network.
 DG3635
 DG3635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3635
 DG3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3635
 DG3635.The ellipsoidal height was determined by GPS observations
 DG3635.and is referenced to NAD 83.
 DG3635
 DG3635.The geoid height was determined by GEOID03.
 DG3635
 DG3635;                    North         East     Units Scale Factor Converg.
 DG3635;SPC GA W     -   403,264.911   608,398.659   MT  1.00000341   -0 32 48.9
 DG3635;SPC GA W     - 1,323,044.96  1,996,054.60   sFT  1.00000341   -0 32 48.9
 DG3635;UTM  16      - 3,723,020.139   671,210.757   MT  0.99996139   +1 01 21.6
 DG3635
 DG3635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3635!SPC GA W     -   0.99995007  x   1.00000341  =   0.99995348
 DG3635!UTM  16      -   0.99995007  x   0.99996139  =   0.99991146
 DG3635
 DG3635:                Primary Azimuth Mark                     Grid Az
 DG3635:SPC GA W     -  CARRPORT AZ MK                           344 24 19.4
 DG3635:UTM  16      -  CARRPORT AZ MK                           342 50 08.9
 DG3635
 DG3635|---------------------------------------------------------------------|
 DG3635| PID    Reference Object                     Distance      Geod. Az  |
 DG3635|                                                           dddmmss.s |
 DG3635| DG3638 CARRPORT AZ MK                      430.208 METERS 3435130.5 |
 DG3635|---------------------------------------------------------------------|
 DG3635
 DG3635                          SUPERSEDED SURVEY CONTROL
 DG3635
 DG3635  NAD 83(1994)-  33 37 59.68616(N)    085 09 14.55611(W) AD(       ) 3
 DG3635  ELLIP H (09/03/97)  318.03   (m)                       GP(       ) 4 2
 DG3635  NAD 83(1994)-  33 37 59.68995(N)    085 09 14.55867(W) AD(       ) 3
 DG3635  NAD 83(1986)-  33 37 59.69028(N)    085 09 14.55735(W) AD(       ) 3
 DG3635  NGVD 29 (09/27/88)  347.0    (m)         1138.     (f) GPS OBS        
 DG3635
 DG3635.Superseded values are not recommended for survey control.
 DG3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3635.See file dsdata.txt to determine how the superseded data were derived.
 DG3635
 DG3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7121123020(NAD 83)
 DG3635_MARKER: F = FLANGE-ENCASED ROD
 DG3635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG3635_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DG3635_STAMPING: CARRPORT 1987
 DG3635_MARK LOGO: NGS   
 DG3635_PROJECTION: FLUSH
 DG3635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3635+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 DG3635_ROD/PIPE-DEPTH: 7.30 meters
 DG3635_SLEEVE-DEPTH  : 1.00 meters
 DG3635
 DG3635  HISTORY     - Date     Condition        Report By
 DG3635  HISTORY     - 1987     MONUMENTED       NGS
 DG3635  HISTORY     - 19871231 GOOD             NGS
 DG3635  HISTORY     - 19980126 GOOD             NGS
 DG3635  HISTORY     - 19980126 GOOD             NGS
 DG3635  HISTORY     - 20040622 GOOD             GAPC
 DG3635  HISTORY     - 20040903 GOOD             INDIV
 DG3635
 DG3635                          STATION DESCRIPTION
 DG3635
 DG3635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DG3635'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 DG3635'NORTHWEST OF CARROLLTON, AT THE WEST GEORGIA REGIONAL AIRPORT, AT
 DG3635'JUNCTION OF THE TAXIWAY AND MAIN RAMP.
 DG3635'OWNERSHIP--WEST GEORGIA AIRPORT AUTHORITY, C/O AIRPORT MANAGER
 DG3635'SKIP NALLY (CITY EMPLOYEE), P.O. BOX 384, CARROLLTON GA 30177.
 DG3635'PHONE (404) 832-2443.
 DG3635'
 DG3635'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 DG3635'U.S. HIGHWAY 27, ABOUT 5.0 KM (3.1 MI) SOUTH OF BREMEN, GO
 DG3635'SOUTH FOR 2.4 KM (1.5 MI) ON HIGHWAY 27 TO A ROAD RIGHT.
 DG3635'TURN RIGHT AND GO SOUTHWEST FOR 2.1 KM (1.3 MI) ON BOWDON JUNCTION
 DG3635'ROAD TO A PAVED ROAD LEFT.
 DG3635'TURN LEFT AND GO SOUTHEAST FOR 1.9 KM (1.2 MI) ON REGIONAL AIRPORT
 DG3635'ROAD TO THE AIRPORT GATE AT ROAD END.  PASS THROUGH GARE AND GO
 DG3635'EASTERLY FOR 0.2 KM (0.1 MI) ON TARMAC AND RAMP TO THE TAXIWAY AND
 DG3635'STATION ON THE LEFT.
 DG3635'
 DG3635'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 DG3635'GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.3 METERS, IN A GREASE
 DG3635'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14 CM
 DG3635'PVC PIPE, COVERED BY A STANDARD METAL NGS LOGO CAP
 DG3635'STAMPED---CARRPORT 1987---,
 DG3635'FLUSH WITH THE GROUND.  LOCATED
 DG3635'12.5 METERS (41.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE TAXIWAY,
 DG3635'28.1 METERS (92.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE RAMP,
 DG3635'15.0 METERS (49.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 DG3635'1.2 BY 1.2 METER CONCRETE CULVERT WITH A MANHOLE COVER,
 DG3635'11.2 METERS (36.8 FT) SOUTHEAST FROM A 0.6 BY 0.6 METER CONCRETE
 DG3635'DUCT COVER, AND
 DG3635'4.5 METERS (14.8 FT) NORTHEAST FROM THE CURVED PAVEMENT EDGE.
 DG3635'
 DG3635'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 DG3635
 DG3635                          STATION RECOVERY (1987)
 DG3635
 DG3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DG3635'THE STATION IS LOCATED APPROXIMATELY MIDFIELD, NORTHEAST OF THE
 DG3635'INTERSECTION OF TAXIWAY LEADING FROM THE RAMP AREA AND THE PARALLEL
 DG3635'TAXIWAY.  THE STATION IS 28.3 FT (8.6 M) NORTH OF TAXIWAY LIGHT 1, AND
 DG3635'21.8 FT (6.6 M) EAST OF TAXIWAY LIGHT 2.  IT IS ALSO 20.0 FT (6.1 M)
 DG3635'EAST OF EAST EDGE OF TAXIWAY EXTENDED.  THE STATION IS THE TOP CENTER
 DG3635'OF A STEEL ROD, DRIVEN TO REFUSAL, AND ENCASED IN PVC PIPE, AND IT IS
 DG3635'COVERED BY A STANDARD NGS CAP, STAMPED CARRPORT 1987.
 DG3635
 DG3635                          STATION RECOVERY (1998)
 DG3635
 DG3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 DG3635'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 16 KM
 DG3635'(9.95 MI) EAST OF THE GEORGIA-ALABAMA BORDER, 8 KM (4.95 MI) NORTHWEST
 DG3635'OF CARROLLTON, AT THE WEST GEORGIA AIRPORT, ACROSS THE APRON FROM THE
 DG3635'APRON AND AIRPORT OFFICE, AND IN THE NORTHEAST QUADRANT OF THE
 DG3635'JUNCTION OF THE PARALLEL TAXI AND THE MAIN CONNECTOR TAXI FROM THE
 DG3635'APRON TO THE RUNWAY.  OWNERSHIP--CARROLL COUNTY, 635 REGIONAL AIRPORT
 DG3635'ROAD, CARROLLTON, GA 30117.  AIRPORT MANAGER IS BILL WOOD, FBO IS
 DG3635'KEVIN STAPLER. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 DG3635'U.S.  HIGHWAY 27 (EXIT 3) ABOUT 5 KM (3.10 MI) SOUTH OF BREMEN, GO
 DG3635'SOUTH ON HIGHWAY 27 FOR 2.4 KM (1.50 MI) TO A PAVED COUNTY ROAD 816
 DG3635'(BOWDON JUNCTION ROAD) ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON THE
 DG3635'ROAD FOR 2.1 KM (1.30 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT,
 DG3635'SOUTHEAST, ON REGIONAL AIRPORT ROAD FOR 1.9 KM (1.20 MI) TO THE ARPORT
 DG3635'GATE AT ROAD END.  PASS THROUGH THE GATE, EAST, FOR 20 M (65.6 FT) TO
 DG3635'A GATE ON THE LEFT TO THE APRON.  TURN LEFT, THEN RIGHT, EAST, THROUGH
 DG3635'THE GATE AND ACROSS THE APRON AND ALONG A TAXI FOR 0.2 KM (0.10 MI) TO
 DG3635'THE STATION ON THE LEFT JUST AFTER THE JUNCTION OF THE PARALLEL TAXI.
 DG3635'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 DG3635'2.5 CM GREASE FILLED SLEEVE 1 M (3.3 FT) LONG ENCASED IN A 12.7 CM PVC
 DG3635'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 DG3635'IT IS 28.1 M (92.2 FT) NORTH-NORTHWEST OF THE CENTER OF THE CONNECTOR
 DG3635'TAXI, 12.5 M (41.0 FT) EAST-NORTHEAST OF THE PARALLEL TAXI CENTER,
 DG3635'11.2 M (36.7 FT) SOUTHEAST OF A 0.6 M (2.0 FT) SQUARE CONRETE DUCT
 DG3635'COVER, AND 4.5 M (14.8 FT) NORTHEAST OF THE CURVED PAVEMENT EDGE.
 DG3635
 DG3635                          STATION RECOVERY (1998)
 DG3635
 DG3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 DG3635'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 16 KM
 DG3635'(9.95 MI) EAST OF THE GEORGIA-ALABAMA BORDER, 8 KM (4.95 MI) NORTHWEST
 DG3635'OF CARROLLTON, AT THE WEST GEORGIA AIRPORT, ACROSS THE APRON FROM THE
 DG3635'APRON AND AIRPORT OFFICE, AND IN THE NORTHEAST QUADRANT OF THE
 DG3635'JUNCTION OF THE PARALLEL TAXI AND THE MAIN CONNECTOR TAXI FROM THE
 DG3635'APRON TO THE RUNWAY.  OWNERSHIP--CARROLL COUNTY, 635 REGIONAL AIRPORT
 DG3635'ROAD, CARROLLTON, GA 30117.  AIRPORT MANAGER IS BILL WOOD, FBO IS
 DG3635'KEVIN STAPLER.  PHONE 770-834-0061.  TO REACH FROM THE JUNCTION OF
 DG3635'INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 27 (EXIT 3) ABOUT 5 KM (3.10
 DG3635'MI) SOUTH OF BREMEN, GO SOUTH ON HIGHWAY 27 FOR 2.4 KM (1.50 MI) TO A
 DG3635'PAVED COUNTY ROAD 816 (BOWDON JUNCTION ROAD) ON THE RIGHT.  TURN
 DG3635'RIGHT, SOUTHWEST, ON THE ROAD FOR 2.1 KM (1.30 MI) TO A PAVED ROAD ON
 DG3635'THE LEFT.  TURN LEFT, SOUTHEAST, ON REGIONAL AIRPORT ROAD FOR 1.9 KM
 DG3635'(1.20 MI) TO THE ARPORT GATE AT ROAD END.  PASS THROUGH THE GATE,
 DG3635'EAST, FOR 20 M (65.6 FT) TO A GATE ON THE LEFT TO THE APRON.  TURN
 DG3635'LEFT, THEN RIGHT, EAST, THROUGH THE GATE AND ACROSS THE APRON AND
 DG3635'ALONG A TAXI FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT JUST
 DG3635'AFTER THE JUNCTION OF THE PARALLEL TAXI.  THE STATION IS A PUNCH HOLE
 DG3635'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 1
 DG3635'M (3.3 FT) LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 DG3635'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 28.1 M (92.2
 DG3635'FT) NORTH-NORTHWEST OF THE CENTER OF THE CONNECTOR TAXI, 12.5 M (41.0
 DG3635'FT) EAST-NORTHEAST OF THE PARALLEL TAXI CENTER, 11.2 M (36.7 FT)
 DG3635'SOUTHEAST OF A 0.6 M (2.0 FT) SQUARE CONRETE DUCT COVER, AND 4.5 M
 DG3635'(14.8 FT) NORTHEAST OF THE CURVED PAVEMENT EDGE.
 DG3635
 DG3635                          STATION RECOVERY (2004)
 DG3635
 DG3635'RECOVERY NOTE BY GEORGIA POWER COMPANY 2004 (DLD)
 DG3635'RECOVERED AS DESCRIBED.
 DG3635
 DG3635                          STATION RECOVERY (2004)
 DG3635
 DG3635'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LBS)
 DG3635'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3638 ***********************************************************************
 DG3638  SACS        -  This is a Secondary Airport Control Station.
 DG3638  DESIGNATION -  CARRPORT AZ MK
 DG3638  PID         -  DG3638
 DG3638  STATE/COUNTY-  GA/CARROLL
 DG3638  USGS QUAD   -  BREMEN (1982)
 DG3638
 DG3638                         *CURRENT SURVEY CONTROL
 DG3638  ___________________________________________________________________
 DG3638* NAD 83(1994)-  33 38 13.09779(N)    085 09 19.19696(W)     ADJUSTED  
 DG3638* NAVD 88     -       352.47   (meters)    1156.4    (feet)  GPS OBS   
 DG3638  ___________________________________________________________________
 DG3638  X           -     448,955.890 (meters)                     COMP
 DG3638  Y           -  -5,296,946.501 (meters)                     COMP
 DG3638  Z           -   3,513,171.954 (meters)                     COMP
 DG3638  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DG3638  ELLIP HEIGHT-         323.47  (meters)          (07/11/00) GPS OBS
 DG3638  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG3638
 DG3638  HORZ ORDER  -  FIRST
 DG3638  ELLP ORDER  -  THIRD     CLASS I
 DG3638
 DG3638.This mark is at West Georgia Regional Airport (CTJ)
 DG3638
 DG3638.The horizontal coordinates were established by GPS observations
 DG3638.and adjusted by the National Geodetic Survey in July 2000..
 DG3638
 DG3638.The orthometric height was determined by GPS observations and a
 DG3638.high-resolution geoid model.
 DG3638
 DG3638.GPS derived orthometric heights for airport stations designated as
 DG3638.PACS or SACS are published to 2 decimal places.  This maintains
 DG3638.centimeter relative accuracy between the PACS and SACS.  It does
 DG3638.not indicate centimeter accuracy relative to other marks which are
 DG3638.part of the NAVD 88 network.
 DG3638
 DG3638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3638
 DG3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3638
 DG3638.The ellipsoidal height was determined by GPS observations
 DG3638.and is referenced to NAD 83.
 DG3638
 DG3638.The geoid height was determined by GEOID03.
 DG3638
 DG3638;                    North         East     Units Scale Factor Converg.
 DG3638;SPC GA W     -   403,679.285   608,283.007   MT  1.00000367   -0 32 51.7
 DG3638;SPC GA W     - 1,324,404.45  1,995,675.17   sFT  1.00000367   -0 32 51.7
 DG3638;UTM  16      - 3,723,431.171   671,083.802   MT  0.99996085   +1 01 19.4
 DG3638
 DG3638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3638!SPC GA W     -   0.99994922  x   1.00000367  =   0.99995289
 DG3638!UTM  16      -   0.99994922  x   0.99996085  =   0.99991007
 DG3638
 DG3638:                Primary Azimuth Mark                     Grid Az
 DG3638:SPC GA W     -  CARRPORT                                 164 24 19.7
 DG3638:UTM  16      -  CARRPORT                                 162 50 08.6
 DG3638
 DG3638|---------------------------------------------------------------------|
 DG3638| PID    Reference Object                     Distance      Geod. Az  |
 DG3638|                                                           dddmmss.s |
 DG3638| DG3635 CARRPORT                            430.208 METERS 1635128.0 |
 DG3638|---------------------------------------------------------------------|
 DG3638
 DG3638                          SUPERSEDED SURVEY CONTROL
 DG3638
 DG3638  NAD 83(1994)-  33 38 13.09894(N)    085 09 19.19798(W) AD(       ) 3
 DG3638  ELLIP H (09/03/97)  323.44   (m)                       GP(       ) 4 2
 DG3638  NAD 83(1994)-  33 38 13.10264(N)    085 09 19.20035(W) AD(       ) 3
 DG3638  NAD 83(1986)-  33 38 13.10263(N)    085 09 19.19872(W) AD(       ) 3
 DG3638  NGVD 29 (09/27/88)  352.4    (m)         1156.     (f) GPS OBS        
 DG3638
 DG3638.Superseded values are not recommended for survey control.
 DG3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3638.See file dsdata.txt to determine how the superseded data were derived.
 DG3638
 DG3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7108423431(NAD 83)
 DG3638_MARKER: F = FLANGE-ENCASED ROD
 DG3638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG3638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DG3638_STAMPING: CARRPORT AZ MK 1987
 DG3638_MARK LOGO: NGS   
 DG3638_PROJECTION: RECESSED 8 CENTIMETERS
 DG3638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3638+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1998
 DG3638_ROD/PIPE-DEPTH: 12.1 meters
 DG3638_SLEEVE-DEPTH  : 1.0 meters
 DG3638
 DG3638  HISTORY     - Date     Condition        Report By
 DG3638  HISTORY     - 1987     MONUMENTED       NGS
 DG3638  HISTORY     - 19871231 GOOD             NGS
 DG3638  HISTORY     - 19980126 GOOD             NGS
 DG3638
 DG3638                          STATION DESCRIPTION
 DG3638
 DG3638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DG3638'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 DG3638'NORTHWEST OF CARROLLTON, AT THE WEST GEORGIA REGIONAL AIRPORT, AT
 DG3638'THE CURVE IN THE NORTH END OF THE TAXIWAY.
 DG3638'OWNERSHIP--WEST GEORGIA AIRPORT AUTHORITY, C/O AIRPORT MANAGER
 DG3638'SKIP NALLY (CITY EMPLOYEE), P.O. BOX 384, CARROLLTON GA 30177.
 DG3638'PHONE (404) 832-2443.
 DG3638'
 DG3638'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 DG3638'U.S. HIGHWAY 27, ABOUT 5.0 KM (3.1 MI) SOUTH OF BREMEN, GO
 DG3638'SOUTH FOR 2.4 KM (1.5 MI) ON HIGHWAY 27 TO A ROAD RIGHT.
 DG3638'TURN RIGHT AND GO SOUTHWEST FOR 2.1 KM (1.3 MI) ON BOWDON JUNCTION
 DG3638'ROAD TO A PAVED ROAD LEFT.
 DG3638'TURN LEFT AND GO SOUTHEAST FOR 1.9 KM (1.2 MI) ON REGIONAL AIRPORT
 DG3638'ROAD TO THE AIRPORT GATE AT THE ROAD END.  PASS THROUGH THE GATE
 DG3638'AND GO EASTERLY FOR 0.2 KM (0.1 MI) ON TARMAC AND RAMP TO THE
 DG3638'TAXIWAY.  TURN LEFT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ALONG THE
 DG3638'TAXIWAY TO THE STATION ON THE RIGHT, AT THE CURVE IN TAXIWAY.
 DG3638'
 DG3638'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 DG3638'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 12.2 METERS, IN A GREASE
 DG3638'FILLED SLEEVE, EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14
 DG3638'CM PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 DG3638'STAMPED---CARRPORT AZ MK 1987---,
 DG3638'FLUSH WITH THE GROUND.  LOCATED
 DG3638'11.3 METERS (37.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE TAXIWAY,
 DG3638'39.0 METERS (128.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE RAMP,
 DG3638'3.8 METERS (12.5 FT) EAST-NORTHEAST FROM THE PAVEMENT EDGE, AND
 DG3638'1.5 METERS (5.0 FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 DG3638'
 DG3638'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 DG3638
 DG3638                          STATION RECOVERY (1987)
 DG3638
 DG3638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DG3638'THE STATION IS LOCATED ON THE WEST GEORGIA REGIONAL AIRPORT AT THE
 DG3638'NORTH END OF THE FIELD BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 DG3638'THE STATION IS 12.4 FT (3.8 M) EAST OF THE EAST EDGE OF THE PARALLEL
 DG3638'TAXIWAY, 128.2 FT (39.1 M) NORTHWEST OF THE CENTERLINE OF A EAST-WEST
 DG3638'TAXIWAY 1.65 FT (0.50 M) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 DG3638'BASE TO A TAXIWAY LIGHT, AND 5.3 FT (1.6 M) SOUTHWEST OF A WITNESS
 DG3638'POST.  THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN
 DG3638'TO REFUSAL, ENCASED IN A PVC PIPE, AND COVERED BY A STANDARD NGS CAP,
 DG3638'STAMPED CARRPORT AZ MK 1987.
 DG3638
 DG3638                          STATION RECOVERY (1998)
 DG3638
 DG3638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 DG3638'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 16 KM (9.95
 DG3638'MI) EAST OF THE GEORGIA-ALABAMA BORDER, 8 KM (4.95 MI) NORTHWEST OF
 DG3638'CARROLLTON, AT THE WEST GEORGIA AIRPORT, NEAR THE NORTH END OF THE
 DG3638'AIRFIELD, AND NEAR THE WEST EDGE OF A GRASS ISLAND BETWEEN THE
 DG3638'PARALLEL TAXI AND THE RUNWAY END.  OWNERSHIP--CARROLL COUNTY, 635
 DG3638'REGIONAL AIRPORT ROAD, CARROLLTON, GA 30117.  AIRPORT MANAGER IS BILL
 DG3638'WOOD, FBO IS KEVIN STAPLER.  PHONE 770-834-0061.  TO REACH FROM THE
 DG3638'JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S.  HIGHWAY 27 (EXIT 3) ABOUT
 DG3638'5 KM (3.10 MI) SOUTH OF BREMEN, GO SOUTH ON HIGHWAY 27 FOR 2.4 KM
 DG3638'(1.50 MI) TO A PAVED COUNTY ROAD 816 (BOWDON JUNCTION ROAD) ON THE
 DG3638'RIGHT.  TURN RIGHT, SOUTHWEST, ON THE ROAD FOR 2.1 KM (1.30 MI) TO A
 DG3638'PAVED ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON REGIONAL AIRPORT
 DG3638'ROAD FOR 1.9 KM (1.20 MI) TO THE ARPORT GATE AT ROAD END.  PASS
 DG3638'THROUGH THE GATE, EAST, FOR 20 M (65.6 FT) TO A GATE ON THE LEFT TO
 DG3638'THE APRON.  TURN LEFT, THEN RIGHT, EAST, THROUGH THE GATE AND ACROSS
 DG3638'THE APRON AND ALONG A TAXI FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF THE
 DG3638'PARALLEL TAXI.  TURN LEFT, NORTH-NORTHWEST, ALONG THE TAXI FOR 0.5 KM
 DG3638'(0.30 MI) TO THE STATION ON THE RIGHT JUST BEFORE A CURVE IN THE TAXI
 DG3638'TO THE RUNWAY END.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 DG3638'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 1 M (3.3 FT) LONG
 DG3638'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 DG3638'SET FLUSH WITH THE GROUND.  IT IS 39.0 M (128.0 FT) NORTH-NORTHWEST OF
 DG3638'THE CENTER OF THE CONNECTOR TAXI, 11.3 M (37.1 FT) EAST-NORTHEAST OF
 DG3638'THE PARALLEL TAXI CENTER, 3.8 M (12.5 FT) EAST-NORTHEAST OF THE EDGE
 DG3638'OF THE PARALLEL TAXI, AND 0.5 M (1.6 FT) EAST OF THE SOUTHEAST CORNER
 DG3638'OF THE CONCRETE BASE OF A TAXI LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1442 ***********************************************************************
 CL1442  DESIGNATION -  CARR=V 15
 CL1442  PID         -  CL1442
 CL1442  STATE/COUNTY-  GA/DODGE
 CL1442  USGS QUAD   -  EASTMAN (1985)
 CL1442
 CL1442                         *CURRENT SURVEY CONTROL
 CL1442  ___________________________________________________________________
 CL1442* NAD 83(1994)-  32 12 20.60511(N)    083 10 58.77948(W)     ADJUSTED  
 CL1442* NAVD 88     -       116.224  (meters)     381.31   (feet)  POSTED    
 CL1442  ___________________________________________________________________
 CL1442  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CL1442  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CL1442  DYNAMIC HT  -         116.090 (meters)     380.87  (feet)  COMP
 CL1442  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 CL1442
 CL1442  HORZ ORDER  -  FIRST
 CL1442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1442
 CL1442.The horizontal coordinates were established by classical geodetic methods
 CL1442.and adjusted by the National Geodetic Survey in September 1997..
 CL1442
 CL1442.The orthometric height was determined by differential leveling
 CL1442.and adjusted by the National Geodetic Survey in 1992..
 CL1442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1442.rate of 0.0 thru 1.0 mm/km.
 CL1442
 CL1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1442
 CL1442.The geoid height was determined by GEOID03.
 CL1442
 CL1442.The dynamic height is computed by dividing the NAVD 88
 CL1442.geopotential number by the normal gravity value computed on the
 CL1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1442.degrees latitude (g = 980.6199 gals.).
 CL1442
 CL1442.The modeled gravity was interpolated from observed gravity values.
 CL1442
 CL1442;                    North         East     Units Scale Factor Converg.
 CL1442;SPC GA E     -   244,979.920   104,186.452   MT  1.00001318   -0 32 30.1
 CL1442;SPC GA E     -   803,738.29    341,818.38   sFT  1.00001318   -0 32 30.1
 CL1442;SPC GA W     -   244,951.280   792,734.862   MT  1.00000602   +0 31 27.5
 CL1442;SPC GA W     -   803,644.32  2,600,830.96   sFT  1.00000602   +0 31 27.5
 CL1442;UTM  17      - 3,565,328.637   294,244.578   MT  1.00012211   -1 09 49.9
 CL1442
 CL1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1442!SPC GA E     -   0.99998609  x   1.00001318  =   0.99999927
 CL1442!SPC GA W     -   0.99998609  x   1.00000602  =   0.99999211
 CL1442!UTM  17      -   0.99998609  x   1.00012211  =   1.00010820
 CL1442
 CL1442|---------------------------------------------------------------------|
 CL1442| PID    Reference Object                     Distance      Geod. Az  |
 CL1442|                                                           dddmmss.s |
 CL1442| CL3032 CARR RM                                            13240     |
 CL1442| CL1441 LOAN=U 15                           APPROX. 0.8 KM 1394607.9 |
 CL1442|---------------------------------------------------------------------|
 CL1442
 CL1442                          SUPERSEDED SURVEY CONTROL
 CL1442
 CL1442  NAD 83(1986)-  32 12 20.61321(N)    083 10 58.76929(W) AD(       ) 1
 CL1442  NAD 27      -  32 12 19.99200(N)    083 10 59.22500(W) AD(       ) 1
 CL1442
 CL1442.Superseded values are not recommended for survey control.
 CL1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1442.See file dsdata.txt to determine how the superseded data were derived.
 CL1442
 CL1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR9424565329(NAD 83)
 CL1442_MARKER: N = NAIL
 CL1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1442
 CL1442  HISTORY     - Date     Condition        Report By
 CL1442  HISTORY     - 1917     MONUMENTED       CGS
 CL1442  HISTORY     - 1922     GOOD             CGS
 CL1442
 CL1442                          STATION DESCRIPTION
 CL1442
 CL1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1442'ABOUT 900 METERS (2953 FEET) NORTH OF SOUTHERN RAILWAY STATION
 CL1442'AT EASTMAN, 9-1/2 RAILS SOUTH OF SWITCH LEADING TO EASTMAN
 CL1442'COTTON MILL, ON EAST SIDE OF TRACK AND 11.44 METERS (37.5 FEET)
 CL1442'FROM RIGHT RAIL, AND ON ROAD SIDE OF FENCE WHICH IS CLOSE
 CL1442'AGAINST ROAD ON ITS EAST SIDE.  SURFACE MARK IS LARGE NAIL
 CL1442'IN CONCRETE.  UNDERGROUND MARK IS
 CL1442'NAIL IN CONCRETE.  REFERENCE MARK IS LARGE NAIL IN
 CL1442'SQUARE CONCRETE POST, CLOSE AGAINST SAME FENCE AS STATION,
 CL1442'AND 20.20 METERS (66.27 FEET) FROM STATION IN GRID AZIMUTH
 CL1442'313 DEG 12 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1552 ***********************************************************************
 CM1552  DESIGNATION -  CARSON
 CM1552  PID         -  CM1552
 CM1552  STATE/COUNTY-  GA/TALBOT
 CM1552  USGS QUAD   -  PRATTSBURG (1985)
 CM1552
 CM1552                         *CURRENT SURVEY CONTROL
 CM1552  ___________________________________________________________________
 CM1552* NAD 83(1994)-  32 44 26.82541(N)    084 18 27.32688(W)     ADJUSTED  
 CM1552* NAVD 88     -       213.8    (meters)     701.     (feet)  VERTCON   
 CM1552  ___________________________________________________________________
 CM1552  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CM1552  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CM1552
 CM1552  HORZ ORDER  -  FIRST
 CM1552
 CM1552.The horizontal coordinates were established by classical geodetic methods
 CM1552.and adjusted by the National Geodetic Survey in September 1997..
 CM1552
 CM1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1552
 CM1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1552
 CM1552.The geoid height was determined by GEOID03.
 CM1552
 CM1552;                    North         East     Units Scale Factor Converg.
 CM1552;SPC GA W     -   303,865.521   686,793.126   MT  0.99990215   -0 04 34.4
 CM1552;SPC GA W     -   996,932.13  2,253,253.78   sFT  0.99990215   -0 04 34.4
 CM1552;UTM  16      - 3,625,758.252   752,285.363   MT  1.00038489   +1 27 24.9
 CM1552
 CM1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1552!SPC GA W     -   0.99997066  x   0.99990215  =   0.99987281
 CM1552!UTM  16      -   0.99997066  x   1.00038489  =   1.00035554
 CM1552
 CM1552|---------------------------------------------------------------------|
 CM1552| PID    Reference Object                     Distance      Geod. Az  |
 CM1552|                                                           dddmmss.s |
 CM1552| CY8756 CARSON RM 1                          14.210 METERS 04031     |
 CM1552| CM1541 MINOR                               APPROX. 8.5 KM 0910232.8 |
 CM1552| CY8757 CARSON RM 2                          14.250 METERS 19729     |
 CM1552|---------------------------------------------------------------------|
 CM1552
 CM1552                          SUPERSEDED SURVEY CONTROL
 CM1552
 CM1552  NAD 83(1986)-  32 44 26.83053(N)    084 18 27.32572(W) AD(       ) 1
 CM1552  NAD 27      -  32 44 26.33213(N)    084 18 27.62187(W) AD(       ) 1
 CM1552  NGVD 29 (07/19/86)  213.9    (m)          702.     (f) VERT ANG       
 CM1552
 CM1552.Superseded values are not recommended for survey control.
 CM1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1552.See file dsdata.txt to determine how the superseded data were derived.
 CM1552
 CM1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB5228525758(NAD 83)
 CM1552_MARKER: DS = TRIANGULATION STATION DISK
 CM1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1552
 CM1552  HISTORY     - Date     Condition        Report By
 CM1552  HISTORY     - 1974     MONUMENTED       NGS
 CM1552
 CM1552                          STATION DESCRIPTION
 CM1552
 CM1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1552'NO SUITABLE LOCATION WAS FOUND FOR A DISTANT RM.
 CM1552'
 CM1552'THE STATION IS LOCATED ABOUT 10.25 MILES SOUTH OF THOMASTON,
 CM1552'4.5 MILES WEST-NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 19 AND
 CM1552'80, 1.25 MILES NORTH OF U.S. HIGHWAY 80 AND ON PROPERTY OWNED BY
 CM1552'ARMSTRONG CORK COMPANY, DISTRICT OFFICE, PERRY, GEORGIA, WHOSE
 CM1552'TELEPHONE NUMBER IS 987-2837.
 CM1552'
 CM1552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND 80,
 CM1552'ABOUT 13 MILES SOUTH-SOUTHEAST OF THOMASTON, GO WEST ON HIGHWAY
 CM1552'80 FOR 3.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON
 CM1552'COUNTY ROAD 99 (DIRT ROAD) FOR 1.55 MILES TO A SIDE ROAD
 CM1552'RIGHT.  CONTINUE AHEAD, NORTHERLY, ON THE ROAD FOR 0.15 MILE TO
 CM1552'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A WOODS ROAD
 CM1552'FOR 0.1 MILE TO A ROAD RIGHT.  CONTINUE AHEAD, NORTHERLY AND
 CM1552'WESTERLY, ON THE WOODS ROAD FOR 0.8 MILE TO A POWER LINE
 CM1552'CROSSING.  CONTINUE AHEAD, WESTERLY, ON THE ROAD FOR 0.1 MILE TO
 CM1552'A WOODS ROAD LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON
 CM1552'THE WOODS ROAD FOR 0.05 MILE TO THE TOP OF THE HILL AND THE
 CM1552'STATION.
 CM1552'
 CM1552'STATION MARKS ARE STANDARD DISKS STAMPED CARSON 1974.  THE
 CM1552'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM1552'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CM1552'3.9 FEET SOUTHEAST OF A METAL WITNESS POST AND ON THE HIGHEST
 CM1552'PART OF THE HILL.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CM1552'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CM1552'
 CM1552'REFERENCE MARK 1, A STANDARD DISK STAMPED CARSON NO 1 1974, IS SET
 CM1552'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CM1552'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 46.5 FEET NORTHEAST OF
 CM1552'THE METAL WITNESS POST, 12 FEET SOUTHEAST OF THE CENTER OF THE
 CM1552'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 CM1552'
 CM1552'REFERENCE MARK 2, A STANDARD DISK STAMPED CARSON NO 2 1974, IS
 CM1552'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM1552'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 48.5 FEET
 CM1552'SOUTH-SOUTHWEST OF THE METAL WITNESS POST AND ABOUT 1 FOOT LOWER
 CM1552'THAN THE STATION.
 CM1552'
 CM1552'HEIGHT OF LIGHT ABOVE STATION MARK 18.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1897 ***********************************************************************
 EE1897  DESIGNATION -  CARTER
 EE1897  PID         -  EE1897
 EE1897  STATE/COUNTY-  GA/MURRAY
 EE1897  USGS QUAD   -  RAMHURST (1985)
 EE1897
 EE1897                         *CURRENT SURVEY CONTROL
 EE1897  ___________________________________________________________________
 EE1897* NAD 83(1994)-  34 39 30.92420(N)    084 41 37.97029(W)     ADJUSTED  
 EE1897* NAVD 88     -       516.3    (meters)    1694.     (feet)  VERTCON   
 EE1897  ___________________________________________________________________
 EE1897  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 EE1897  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 EE1897
 EE1897  HORZ ORDER  -  FIRST
 EE1897
 EE1897.The horizontal coordinates were established by classical geodetic methods
 EE1897.and adjusted by the National Geodetic Survey in September 1997..
 EE1897
 EE1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1897
 EE1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1897
 EE1897.The geoid height was determined by GEOID03.
 EE1897
 EE1897;                    North         East     Units Scale Factor Converg.
 EE1897;SPC GA W     -   516,679.128   651,677.145   MT  0.99992877   -0 17 59.4
 EE1897;SPC GA W     - 1,695,138.11  2,138,044.10   sFT  0.99992877   -0 17 59.4
 EE1897;UTM  16      - 3,837,602.406   711,327.842   MT  1.00015048   +1 18 43.0
 EE1897
 EE1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1897!SPC GA W     -   0.99992357  x   0.99992877  =   0.99985234
 EE1897!UTM  16      -   0.99992357  x   1.00015048  =   1.00007404
 EE1897
 EE1897:                Primary Azimuth Mark                     Grid Az
 EE1897:SPC GA W     -  CHATSWORTH ATT MICROWAVE                 002 59 21.4
 EE1897:UTM  16      -  CHATSWORTH ATT MICROWAVE                 001 22 39.0
 EE1897
 EE1897|---------------------------------------------------------------------|
 EE1897| PID    Reference Object                     Distance      Geod. Az  |
 EE1897|                                                           dddmmss.s |
 EE1897| EE1860 CHATSWORTH ATT MICROWAVE            APPROX.12.5 KM 0024122.0 |
 EE1897| CZ4724 CARTER RM 1                          16.307 METERS 02428     |
 EE1897| EE1886 CLIPPER                             APPROX.13.8 KM 1272752.3 |
 EE1897| CZ4725 CARTER RM 2                          16.795 METERS 13325     |
 EE1897| EE1905 AIRPORT BCN DALTON MUN AIRPORT      APPROX.17.8 KM 2931014.1 |
 EE1897| EE1930 CHATSWORTH COUNTY CTHSE DOME        APPROX.13.9 KM 3294723.1 |
 EE1897| EE1855 CHATSWORTH TV STA WLCP TOWER        APPROX.10.4 KM 3492808.9 |
 EE1897|---------------------------------------------------------------------|
 EE1897
 EE1897                          SUPERSEDED SURVEY CONTROL
 EE1897
 EE1897  NAD 83(1994)-  34 39 30.92830(N)    084 41 37.97410(W) AD(       ) 1
 EE1897  NAD 83(1986)-  34 39 30.92861(N)    084 41 37.97363(W) AD(       ) 1
 EE1897  NAD 27      -  34 39 30.62528(N)    084 41 38.20693(W) AD(       ) 1
 EE1897  NGVD 29 (07/19/86)  516.3    (m)         1694.     (f) VERT ANG       
 EE1897
 EE1897.Superseded values are not recommended for survey control.
 EE1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1897.See file dsdata.txt to determine how the superseded data were derived.
 EE1897
 EE1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1132837602(NAD 83)
 EE1897_MARKER: DS = TRIANGULATION STATION DISK
 EE1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1897
 EE1897  HISTORY     - Date     Condition        Report By
 EE1897  HISTORY     - 1972     MONUMENTED       NGS
 EE1897
 EE1897                          STATION DESCRIPTION
 EE1897
 EE1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1897'NO SUITABLE LOCATION WAS FOUND FOR A DISTANT RM.
 EE1897'
 EE1897'THE STATION IS LOCATED ABOUT 12.5 MILES WEST-SOUTHWEST OF
 EE1897'ELLIJAY, 8 MILES SOUTHEAST OF CHATSWORTH, 1 MILE SOUTHEAST OF
 EE1897'THE JUNCTION OF U.S. HIGHWAY 411 AND STATE ROUTE 282 AND ON
 EE1897'PROPERTY OWNED BY THE CARTER HEIRS.  MR. CLAY HAMILTON, 618
 EE1897'SOUTH THORNTON STREET, DALTON, GEORGIA, TELEPHONE 278-4359 IS
 EE1897'ONE OF THE HEIRS.
 EE1897'
 EE1897'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 411 AND STATE
 EE1897'ROUTE 282, ABOUT 8 MILES SOUTH OF CHATSWORTH, GO SOUTH ON
 EE1897'HIGHWAY 411 FOR 1.1 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 EE1897'AND GO EASTERLY, UPHILL, ON A ROUGH DIRT WOODS ROAD FOR 0.6
 EE1897'MILE TO A DIM SIDE ROAD ON THE RIGHT.  CONTINUE EASTERLY ON
 EE1897'THE MAIN ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT, IN A SADDLE
 EE1897'OF A RIDGE.  TURN RIGHT AND GO SOUTH, UPHILL, ON A WOODS ROAD
 EE1897'FOR 0.2 MILE TO WHERE THE MAIN ROAD ENDS.  CONTINUE SOUTH ON
 EE1897'A CLEARED WOODS ROAD, UPHILL, FOR 0.2 MILE TO THE HIGHEST
 EE1897'POINT OF THE RIDGE AND THE STATION.
 EE1897'
 EE1897'THE STATION MARKS ARE STANDARD DISKS STAMPED CARTER 1972.  THE
 EE1897'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1897'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 EE1897'IS 54 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 16 FEET
 EE1897'SOUTHWEST OF A TRIANGLE BLAZED 10-INCH OAK TREE AND 4 FEET EAST
 EE1897'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 EE1897'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 40 INCHES
 EE1897'BELOW THE GROUND SURFACE.
 EE1897'
 EE1897'REFERENCE MARK 1, A STANDARD DISK STAMPED CARTER NO 1 1972,
 EE1897'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1897'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 55
 EE1897'FEET NORTHEAST OF THE WITNESS POST, 38 FEET NORTH-NORTHEAST
 EE1897'OF THE OAK TREE, 8 FEET EAST OF THE CENTER OF THE ROAD AND
 EE1897'1.5 FEET SOUTH-SOUTHWEST OF THE WITNESS POST.
 EE1897'
 EE1897'REFERENCE MARK 2, A STANDARD DISK STAMPED CARTER NO 2 1972,
 EE1897'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1897'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET
 EE1897'SOUTH OF A METAL WITNESS POST, 61 FEET SOUTH-SOUTHEAST OF THE
 EE1897'OAK TREE AND 58 FEET SOUTHEAST OF THE WITNESS POST.
 EE1897'
 EE1897'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2406 ***********************************************************************
 BD2406  DESIGNATION -  CARTER
 BD2406  PID         -  BD2406
 BD2406  STATE/COUNTY-  GA/ECHOLS
 BD2406  USGS QUAD   -  HOWELL (1971)
 BD2406
 BD2406                         *CURRENT SURVEY CONTROL
 BD2406  ___________________________________________________________________
 BD2406* NAD 83(1994)-  30 45 01.18927(N)    083 04 33.79257(W)     ADJUSTED  
 BD2406* NAVD 88     -        47.55   (+/-2cm)     156.0    (feet)  VERTCON   
 BD2406  ___________________________________________________________________
 BD2406  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BD2406  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BD2406
 BD2406  HORZ ORDER  -  FIRST
 BD2406  VERT ORDER  -  THIRD ? (See Below)
 BD2406
 BD2406.The horizontal coordinates were established by classical geodetic methods
 BD2406.and adjusted by the National Geodetic Survey in September 1997..
 BD2406
 BD2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2406.The vertical order pertains to the NGVD 29 superseded value.
 BD2406
 BD2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2406
 BD2406.The geoid height was determined by GEOID03.
 BD2406
 BD2406;                    North         East     Units Scale Factor Converg.
 BD2406;SPC GA E     -    83,525.712   112,931.179   MT  0.99999349   -0 27 54.0
 BD2406;SPC GA E     -   274,033.94    370,508.38   sFT  0.99999349   -0 27 54.0
 BD2406;SPC GA W     -    83,680.578   804,421.178   MT  1.00003446   +0 33 27.6
 BD2406;SPC GA W     -   274,542.03  2,639,171.81   sFT  1.00003446   +0 33 27.6
 BD2406;UTM  17      - 3,403,774.158   301,271.963   MT  1.00008720   -1 03 42.6
 BD2406
 BD2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2406!SPC GA E     -   0.99999694  x   0.99999349  =   0.99999043
 BD2406!SPC GA W     -   0.99999694  x   1.00003446  =   1.00003140
 BD2406!UTM  17      -   0.99999694  x   1.00008720  =   1.00008414
 BD2406
 BD2406|---------------------------------------------------------------------|
 BD2406| PID    Reference Object                     Distance      Geod. Az  |
 BD2406|                                                           dddmmss.s |
 BD2406| CW3448 CARTER RM 1                          24.247 METERS 09053     |
 BD2406| CW3449 CARTER RM 2                          21.458 METERS 18130     |
 BD2406| CW3447 CARTER AZ MK                                       3045838.2 |
 BD2406|---------------------------------------------------------------------|
 BD2406
 BD2406                          SUPERSEDED SURVEY CONTROL
 BD2406
 BD2406  NAD 83(1986)-  30 45 01.20983(N)    083 04 33.79975(W) AD(       ) 1
 BD2406  NAD 27      -  30 45 00.44900(N)    083 04 34.28700(W) AD(       ) 1
 BD2406  NGVD 29 (07/19/86)   47.76   (m)          156.7    (f) LEVELING    3  
 BD2406
 BD2406.Superseded values are not recommended for survey control.
 BD2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2406.See file dsdata.txt to determine how the superseded data were derived.
 BD2406
 BD2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ0127203774(NAD 83)
 BD2406_MARKER: DS = TRIANGULATION STATION DISK
 BD2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2406_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2406_STAMPING: CARTER 1935
 BD2406_MARK LOGO: CGS   
 BD2406_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2406+STABILITY: SURFACE MOTION
 BD2406
 BD2406  HISTORY     - Date     Condition        Report By
 BD2406  HISTORY     - 1935     MONUMENTED       CGS
 BD2406  HISTORY     - 19930819 GOOD             NGS
 BD2406
 BD2406                          STATION DESCRIPTION
 BD2406
 BD2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BD2406'ABOUT 7 MILES NORTHEAST OF LAKE PARK, FLA., ON PROPERTY BELONGING TO
 BD2406'MRS. H.J. CARTER, 40 PACES SOUTH OF LANE TO CARTER HOME, 34 FEET
 BD2406'EAST OF CENTER LINE OF ROAD AND 33.2 FEET WEST OF FENCE LINE.  TO
 BD2406'REACH FROM JENNINGS, FLA., TURN NORTH AT STANDARD OIL SERVICE
 BD2406'STATION AND PUROL SERVICE STATION FOR 1.6 MILES TO T-ROAD.  TURN
 BD2406'RIGHT FOR 7.5 MILES TO Y-INTERSECTION OF STATE HIGHWAY 94.  TURN
 BD2406'LEFT FOR 0.5 MILE AND BEAR LEFT ON STATE HIGHWAY 94 AT Y FOR 2.85
 BD2406'MILES TO CARTER HOUSE AND STATION.  SURFACE AND UNDERGROUND MARKS
 BD2406'ARE STANDARD DISKS IN CONCRETE.  UPPER MARK
 BD2406'PROJECTS ABOUT 7 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BD2406'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS
 BD2406'ABOUT 6
 BD2406'INCHES, IS 27 FEET WEST OF FENCE LINE, 8 FEET WEST OF CENTER LINE OF
 BD2406'LANE AND 79.55 FEET EAST OF STATION S 89 DEG 07 MIN E.
 BD2406'NO. 2 PROJECTS ABOUT 7 INCHES, IS 75 PACES SOUTH OF CENTER LINE OF
 BD2406'LANE, 25 FEET WEST OF CENTER LINE OF ROAD AND 70.40 FEET SOUTH OF
 BD2406'STATION S 1 DEG 30 MIN W.  AZIMUTH MARK PROJECTS ABOUT 7
 BD2406'INCHES, IS ABOUT 100 YARDS NORTH OF BEND IN ROAD, 2 FEET EAST OF
 BD2406'FENCE LINE AND 0.2 MILE NORTHWEST OF STATION N 55 DEG 01 MIN W.
 BD2406
 BD2406                          STATION RECOVERY (1993)
 BD2406
 BD2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (JRO)
 BD2406'BEHIND LOCKED CABLE GATE ON LANGDALE FOREST PRODUCTS PROPERTY.  OBTAIN
 BD2406'KEY FROM JOHN J.  LANGDALE OR GREG OR JIM FIELDING--PHONE
 BD2406'912-333-2500--OR TAKE CHANCE ON WALKING LAST HALF MILE.  FROM S OR SW
 BD2406'CORNER OF COURT HOUSE SQUARE IN VALDOSTA, TAKE US 41 AND STATE HWY 94
 BD2406'(PATTERSON ST) SOUTHERLY OVER RAILROAD TRACKS 0.9 MILE (1.4 KM) TO
 BD2406'TURN-OFF FOR SR 94 (NO TRAFFIC LIGHT) .  BEAR LEFT, FOLLOWING SR 94
 BD2406'SOUTHEAST A TOTAL OF 13.2 MILES (21.2 KM) FROM THE COURTHOUSE, PASSING
 BD2406'INNER PERIMETER ROAD AT 2.45 MILES, (3.94 KM) ECHOLS/LOWNDES COUNTY
 BD2406'LINE AND GRAND BAY CREEK CONCRETE BRIDGE AT 8.95 MILES, (14.40 KM) TO
 BD2406'COUNTY RD 73 ON LEFT.  (THIS POINT IS ALSO 1.7 MILES (2.7 KM) NW FROM
 BD2406'JUNCTION SR 94 AND SR 135.) TURN LEFT AND GO NE AND NORTH ON CO RD 73
 BD2406'(DIRT) 1.35 MILES (2.17 KM) TO A CROSSROADS.  TURN LEFT AND GO NW ON
 BD2406'DIRT RD (OLD STATENVILLE HWY) 0.6 MILE (1.0 KM) TO MARK ON RIGHT,
 BD2406'PASSING LOCKED GATE AT 0.05 MILE (0.08 KM) FROM CROSSROADS.  MARK IS
 BD2406'IN PINE WOODS, ABOUT 30 FEET (9.1 M) NE OF OLD STATENVILLE HWY WHICH
 BD2406'RUNS NW, AND ABOUT THE SAME DISTANCE NORTH OF A WOODS ROAD WHICH TURNS
 BD2406'BACK HARD RIGHT, SUPPOSEDLY TO LOCATION OF FORMER CARTER RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1358 ***********************************************************************
 BS1358  DESIGNATION -  CARTER
 BS1358  PID         -  BS1358
 BS1358  STATE/COUNTY-  GA/BERRIEN
 BS1358  USGS QUAD   -  TENMILE BAY (1972)
 BS1358
 BS1358                         *CURRENT SURVEY CONTROL
 BS1358  ___________________________________________________________________
 BS1358* NAD 83(1994)-  31 22 12.32758(N)    083 09 44.48736(W)     ADJUSTED  
 BS1358* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 BS1358  ___________________________________________________________________
 BS1358  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 BS1358  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BS1358
 BS1358  HORZ ORDER  -  FIRST
 BS1358
 BS1358.The horizontal coordinates were established by classical geodetic methods
 BS1358.and adjusted by the National Geodetic Survey in September 1997..
 BS1358
 BS1358.The orthometric height was scaled from a topographic map.
 BS1358
 BS1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1358
 BS1358.The geoid height was determined by GEOID03.
 BS1358
 BS1358;                    North         East     Units Scale Factor Converg.
 BS1358;SPC GA W     -   152,314.603   795,536.073   MT  1.00001254   +0 31 22.2
 BS1358;SPC GA W     -   499,718.83  2,610,021.27   sFT  1.00001254   +0 31 22.2
 BS1358;SPC GA E     -   152,307.154   105,283.776   MT  1.00001062   -0 31 06.1
 BS1358;SPC GA E     -   499,694.39    345,418.52   sFT  1.00001062   -0 31 06.1
 BS1358;UTM  17      - 3,472,639.236   294,347.254   MT  1.00012168   -1 07 33.7
 BS1358
 BS1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1358!SPC GA W     -   0.99999187  x   1.00001254  =   1.00000441
 BS1358!SPC GA E     -   0.99999187  x   1.00001062  =   1.00000249
 BS1358!UTM  17      -   0.99999187  x   1.00012168  =   1.00011355
 BS1358
 BS1358|---------------------------------------------------------------------|
 BS1358| PID    Reference Object                     Distance      Geod. Az  |
 BS1358|                                                           dddmmss.s |
 BS1358| CW3446 CARTER RM                            17.810 METERS 15613     |
 BS1358| BS1359 RIVER                               APPROX. 2.6 KM 2793412.3 |
 BS1358|---------------------------------------------------------------------|
 BS1358
 BS1358                          SUPERSEDED SURVEY CONTROL
 BS1358
 BS1358  NAD 83(1986)-  31 22 12.33965(N)    083 09 44.49451(W) AD(       ) 1
 BS1358  NAD 27      -  31 22 11.62400(N)    083 09 44.94300(W) AD(       ) 1
 BS1358
 BS1358.Superseded values are not recommended for survey control.
 BS1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1358.See file dsdata.txt to determine how the superseded data were derived.
 BS1358
 BS1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ9434772639(NAD 83)
 BS1358_MARKER: DS = TRIANGULATION STATION DISK
 BS1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1358
 BS1358  HISTORY     - Date     Condition        Report By
 BS1358  HISTORY     - 1917     MONUMENTED       CGS
 BS1358  HISTORY     - 1979     MARK NOT FOUND   NGS
 BS1358
 BS1358                          STATION DESCRIPTION
 BS1358
 BS1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BS1358'ON ATLANTIC COAST LINE RAILWAY RIGHT-OF-WAY, AT CUT ABOUT
 BS1358'1 MILE NORTH OF GLORY STATION, 50 METERS (164 FEET) SOUTH OF
 BS1358'MILEPOST 108, 10.94 METERS (35.9 FEET) (INCLINED DISTANCE) WEST
 BS1358'OF WEST RAIL OF MAIN TRACK, AND ABOUT 13 FEET ABOVE TRACK
 BS1358'IN ELEVATION.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 BS1358'UNDERGROUND MARK IS NAIL IN CONCRETE.
 BS1358'REFERENCE MARK IS 1-INCH IRON PIN IN CENTER OF MOUND OF
 BS1358'CONCRETE, AT EDGE OF TIMBER JUST WEST OF RIGHT-OF-WAY, 15.8
 BS1358'METERS (52 FEET) SOUTH OF 12-INCH WATER OAK ABOUT 3 FEET
 BS1358'BELOW STATION IN ELEVATION, AND 17.81 METERS (58.4 FEET)
 BS1358'FROM STATION.  MILEPOST 108 IS 50 METERS (164 FEET) FROM
 BS1358'STATION.
 BS1358'
 BS1358'GRID AZIMUTH TO REFERENCE MARK (WEST ZONE) 335 DEG 42 MIN.
 BS1358'
 BS1358'GRID AZIMUTH TO REFERENCE MARK (EAST ZONE) 336 DEG 45 MIN.
 BS1358
 BS1358                          STATION RECOVERY (1979)
 BS1358
 BS1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 BS1358'PROBABLY DESTROYED.  THE SAND CUTBANK PREVIOUSLY MENTIONED AS BEING
 BS1358'13 FEET HIGH, IS NOW ABOUT 8 FEET HIGH.  A FIELD ROAD CROSSING AT
 BS1358'STATION SITE, GRADING FOR A CULTIVATED FIELD HAVE ALTERED THE AREA
 BS1358'CONTOUR.
 BS1358'
 BS1358'DESCRIBED BY GRH, RECON PARTY G-34
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1793 ***********************************************************************
 EE1793  DESIGNATION -  CARTERSVILLE CABLE TV MAST
 EE1793  PID         -  EE1793
 EE1793  STATE/COUNTY-  GA/BARTOW
 EE1793  USGS QUAD   -  CARTERSVILLE (1992)
 EE1793
 EE1793                         *CURRENT SURVEY CONTROL
 EE1793  ___________________________________________________________________
 EE1793* NAD 83(1994)-  34 09 39.04513(N)    084 47 07.66023(W)     ADJUSTED  
 EE1793* NAVD 88     -                                                        
 EE1793  ___________________________________________________________________
 EE1793  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EE1793  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1793
 EE1793  HORZ ORDER  -  THIRD
 EE1793
 EE1793.The horizontal coordinates were established by classical geodetic methods
 EE1793.and adjusted by the National Geodetic Survey in September 1997..
 EE1793
 EE1793
 EE1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1793
 EE1793.The geoid height was determined by GEOID03.
 EE1793
 EE1793;                    North         East     Units Scale Factor Converg.
 EE1793;SPC GA W     -   461,516.550   642,946.069   MT  0.99994011   -0 20 50.9
 EE1793;SPC GA W     - 1,514,158.88  2,109,398.89   sFT  0.99994011   -0 20 50.9
 EE1793;UTM  16      - 3,782,206.397   704,140.523   MT  1.00011373   +1 14 38.2
 EE1793
 EE1793                          SUPERSEDED SURVEY CONTROL
 EE1793
 EE1793  NAD 83(1994)-  34 09 39.04997(N)    084 47 07.66209(W) AD(       ) 4
 EE1793  NAD 83(1986)-  34 09 39.05065(N)    084 47 07.66074(W) AD(       ) 4
 EE1793  NAD 27      -  34 09 38.70167(N)    084 47 07.88466(W) AD(       ) 3
 EE1793
 EE1793.Superseded values are not recommended for survey control.
 EE1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1793.See file dsdata.txt to determine how the superseded data were derived.
 EE1793
 EE1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0414182206(NAD 83)
 EE1793_MARKER: 42 = RADIO/TV MAST
 EE1793
 EE1793  HISTORY     - Date     Condition        Report By
 EE1793  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1793
 EE1793                          STATION DESCRIPTION
 EE1793
 EE1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1793'THE STATION IS THE TOP AND CENTER OF A THREE LEGGED, TRUSS-WORK
 EE1793'STEEL, GUYED, MAST, WITH SEVERAL SMALL ANTENNAS ATTACHED.  IT
 EE1793'IS UNPAINTED GRAY STEEL AND IS 185 FEET HIGH.  THE MAST IS OWNED
 EE1793'BY CARTERSVILLE CABLE TV CO.
 EE1793'
 EE1793'IT IS LOCATED ABOUT 0.8 MILE EAST-SOUTHEAST OF THE CENTER OF
 EE1793'CARTERSVILLE, 0.25 MILE NORTH OF U.S. HWY. 41, ON TOP OF
 EE1793'RESERVOIR HILL, 50 FEET WEST OF SOUTHWEST CORNER OF RESERVOIR
 EE1793'AND 10 FEET NORTH OF A SMALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2291 ***********************************************************************
 EE2291  DESIGNATION -  CARTERSVILLE CBL 0 BARTOW
 EE2291  PID         -  EE2291
 EE2291  STATE/COUNTY-  GA/BARTOW
 EE2291  USGS QUAD   -  CARTERSVILLE (1992)
 EE2291
 EE2291                         *CURRENT SURVEY CONTROL
 EE2291  ___________________________________________________________________
 EE2291* NAD 83(1994)-  34 07 46.11806(N)    084 50 52.66580(W)     ADJUSTED  
 EE2291* NAVD 88     -       222.1    (meters)     729.     (feet)  VERTCON   
 EE2291  ___________________________________________________________________
 EE2291  X           -     474,620.633 (meters)                     COMP
 EE2291  Y           -  -5,264,019.934 (meters)                     COMP
 EE2291  Z           -   3,558,452.325 (meters)                     COMP
 EE2291  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EE2291  ELLIP HEIGHT-         192.75  (meters)          (09/03/97) GPS OBS
 EE2291  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 EE2291
 EE2291  HORZ ORDER  -  THIRD
 EE2291  ELLP ORDER  -  FOURTH    CLASS II
 EE2291
 EE2291.This mark is at Cartersville Airport (VPC)
 EE2291
 EE2291.The horizontal coordinates were established by GPS observations
 EE2291.and adjusted by the National Geodetic Survey in September 1997..
 EE2291
 EE2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2291
 EE2291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2291
 EE2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2291
 EE2291.The ellipsoidal height was determined by GPS observations
 EE2291.and is referenced to NAD 83.
 EE2291
 EE2291.The geoid height was determined by GEOID03.
 EE2291
 EE2291;                    North         East     Units Scale Factor Converg.
 EE2291;SPC GA W     -   458,073.955   637,159.998   MT  0.99994866   -0 22 56.1
 EE2291;SPC GA W     - 1,502,864.30  2,090,415.76   sFT  0.99994866   -0 22 56.1
 EE2291;UTM  16      - 3,778,603.947   698,451.367   MT  1.00008549   +1 12 28.2
 EE2291
 EE2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2291!SPC GA W     -   0.99996974  x   0.99994866  =   0.99991840
 EE2291!UTM  16      -   0.99996974  x   1.00008549  =   1.00005523
 EE2291
 EE2291:                Primary Azimuth Mark                     Grid Az
 EE2291:SPC GA W     -  CARTERSVILLE CBL BARTOW 646              184 13 34.6
 EE2291:UTM  16      -  CARTERSVILLE CBL BARTOW 646              182 38 10.3
 EE2291
 EE2291|---------------------------------------------------------------------|
 EE2291| PID    Reference Object                     Distance      Geod. Az  |
 EE2291|                                                           dddmmss.s |
 EE2291| EE2292 CARTERSVILLE CBL BARTOW 646         APPROX. 0.6 KM 1835038.5 |
 EE2291|---------------------------------------------------------------------|
 EE2291
 EE2291                          SUPERSEDED SURVEY CONTROL
 EE2291
 EE2291  NAD 83(1994)-  34 07 46.12219(N)    084 50 52.66603(W) AD(       ) 3
 EE2291  NAD 83(1986)-  34 07 46.12074(N)    084 50 52.66437(W) AD(       ) 3
 EE2291  NGVD 29 (09/27/88)  222.1    (m)          729.     (f) GPS OBS        
 EE2291
 EE2291.Superseded values are not recommended for survey control.
 EE2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2291.See file dsdata.txt to determine how the superseded data were derived.
 EE2291
 EE2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9845178604(NAD 83)
 EE2291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EE2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE2291_STAMPING: BARTOW 0
 EE2291_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2291+STABILITY: SURFACE MOTION
 EE2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2291+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EE2291
 EE2291  HISTORY     - Date     Condition        Report By
 EE2291  HISTORY     - UNK      MONUMENTED
 EE2291  HISTORY     - 1987     GOOD             NGS
 EE2291
 EE2291                          STATION DESCRIPTION
 EE2291
 EE2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2291'THE STATION WAS RECOVERED AT THIS DATE.
 EE2291'
 EE2291'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) SOUTHWEST OF
 EE2291'CARTERSVILLE,
 EE2291'0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 61 AND
 EE2291'113, AT THE CARTERSVILLE AIRPORT, AT THE MOW LINE AT THE NORTH END
 EE2291'OF THE SINGLE RUNWAY.
 EE2291'OWNERSHIP--CARTERSVILLE BARTOW AIRPORT AUTHORITY, C/O CHARLES
 EE2291'CAGLE, CHAIRMAN AIRPORT AUTHORITY, 16 BUFORD STREET, CARTERSVILLE
 EE2291'GA 30120.  PHONE HOME (404) 382-5656, AIRPORT (404) 382-9800.
 EE2291'
 EE2291'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 113
 EE2291'IN CARTERSVILLE, GO SOUTH FOR 1.0 KM (0.6 MI) ON HIGHWAY 61 TO THE
 EE2291'AIRPORT ENTRANCE ON THE LEFT.
 EE2291'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) ON TARMAC TO THE TAXIWAY.
 EE2291'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON TAXIWAY TO A CROSS
 EE2291'RAMP.  CONTINUE NORTH ON TAXIWAY FOR 0.6 KM (0.4 MI) TO RUNWAY END
 EE2291'AND STATION TO THE NORTHEAST.
 EE2291'
 EE2291'THE STATION IS A STANDARD GADT DISK
 EE2291'STAMPED---BARTOW 0---,
 EE2291'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EE2291'25 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 EE2291'51.0 METERS (167.3 FT) NORTHEAST FROM THE RUNWAY END AT CENTERLINE,
 EE2291'46.1 METERS (151.2 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 EE2291'RUNWAY,
 EE2291'1.1 METERS (3.6 FT) WEST FROM A METAL WITNESS POST, AND
 EE2291'0.6 METERS (2.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 EE2291'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 EE2291'STAMPED---BARTOW 0---,
 EE2291'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 EE2291'
 EE2291'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2292 ***********************************************************************
 EE2292  CBN         -  This is a Cooperative Base Network Control Station.
 EE2292  PACS        -  This is a Primary Airport Control Station.
 EE2292  DESIGNATION -  CARTERSVILLE CBL BARTOW 646
 EE2292  PID         -  EE2292
 EE2292  STATE/COUNTY-  GA/BARTOW
 EE2292  USGS QUAD   -  BURNT HICKORY RIDGE (1981)
 EE2292
 EE2292                         *CURRENT SURVEY CONTROL
 EE2292  ___________________________________________________________________
 EE2292* NAD 83(1994)-  34 07 25.17998(N)    084 50 54.35746(W)     ADJUSTED  
 EE2292* NAVD 88     -       226.90   (meters)     744.4    (feet)  GPS OBS   
 EE2292  ___________________________________________________________________
 EE2292  X           -     474,610.315 (meters)                     COMP
 EE2292  Y           -  -5,264,388.237 (meters)                     COMP
 EE2292  Z           -   3,557,920.916 (meters)                     COMP
 EE2292  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 EE2292  ELLIP HEIGHT-         197.50  (meters)          (03/09/95) GPS OBS
 EE2292  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 EE2292
 EE2292  HORZ ORDER  -  B
 EE2292  ELLP ORDER  -  FIRST     CLASS I
 EE2292
 EE2292.This mark is at Cartersville Airport (VPC)
 EE2292
 EE2292.The horizontal coordinates were established by GPS observations
 EE2292.and adjusted by the National Geodetic Survey in March 1995..
 EE2292
 EE2292.The orthometric height was determined by GPS observations and a
 EE2292.high-resolution geoid model.
 EE2292
 EE2292.GPS derived orthometric heights for airport stations designated as
 EE2292.PACS or SACS are published to 2 decimal places.  This maintains
 EE2292.centimeter relative accuracy between the PACS and SACS.  It does
 EE2292.not indicate centimeter accuracy relative to other marks which are
 EE2292.part of the NAVD 88 network.
 EE2292
 EE2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2292
 EE2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2292
 EE2292.The ellipsoidal height was determined by GPS observations
 EE2292.and is referenced to NAD 83.
 EE2292
 EE2292.The geoid height was determined by GEOID03.
 EE2292
 EE2292;                    North         East     Units Scale Factor Converg.
 EE2292;SPC GA W     -   457,429.139   637,112.349   MT  0.99994874   -0 22 56.9
 EE2292;SPC GA W     - 1,500,748.77  2,090,259.43   sFT  0.99994874   -0 22 56.9
 EE2292;UTM  16      - 3,777,957.969   698,421.623   MT  1.00008535   +1 12 26.6
 EE2292
 EE2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2292!SPC GA W     -   0.99996900  x   0.99994874  =   0.99991774
 EE2292!UTM  16      -   0.99996900  x   1.00008535  =   1.00005434
 EE2292
 EE2292:                Primary Azimuth Mark                     Grid Az
 EE2292:SPC GA W     -  CARTERSVILLE CBL 0 BARTOW                004 13 34.5
 EE2292:UTM  16      -  CARTERSVILLE CBL 0 BARTOW                002 38 11.0
 EE2292
 EE2292|---------------------------------------------------------------------|
 EE2292| PID    Reference Object                     Distance      Geod. Az  |
 EE2292|                                                           dddmmss.s |
 EE2292| EE2291 CARTERSVILLE CBL 0 BARTOW           APPROX. 0.6 KM 0035037.6 |
 EE2292| AI4325 VPC A                               APPROX. 0.5 KM 1904413.1 |
 EE2292| AI4326 VPC B                               APPROX. 0.6 KM 3572838.6 |
 EE2292|---------------------------------------------------------------------|
 EE2292
 EE2292                          SUPERSEDED SURVEY CONTROL
 EE2292
 EE2292  NAD 83(1994)-  34 07 25.18501(N)    084 50 54.35747(W) AD(       ) 3
 EE2292  NAD 83(1986)-  34 07 25.18246(N)    084 50 54.35563(W) AD(       ) 3
 EE2292  NGVD 29 (09/27/88)  226.8    (m)          744.     (f) GPS OBS        
 EE2292
 EE2292.Superseded values are not recommended for survey control.
 EE2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2292.See file dsdata.txt to determine how the superseded data were derived.
 EE2292
 EE2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9842277958(NAD 83)
 EE2292_MARKER: DD = SURVEY DISK
 EE2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2292_SP_SET: CONCRETE POST
 EE2292_STAMPING: BARTOW 646
 EE2292_MARK LOGO: GADT  
 EE2292_PROJECTION: FLUSH
 EE2292_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2292+STABILITY: SURFACE MOTION
 EE2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2292+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 EE2292
 EE2292  HISTORY     - Date     Condition        Report By
 EE2292  HISTORY     - 1978     MONUMENTED       GADT
 EE2292  HISTORY     - 1987     GOOD             NGS
 EE2292  HISTORY     - 19901213 GOOD             NGS
 EE2292  HISTORY     - 19910122 GOOD
 EE2292  HISTORY     - 19940319 GOOD             NGS
 EE2292  HISTORY     - 19971211 GOOD             NGS
 EE2292  HISTORY     - 20010828 GOOD             GADT
 EE2292  HISTORY     - 20020406 GOOD             JCLS
 EE2292  HISTORY     - 20040415 GOOD             GADT
 EE2292  HISTORY     - 20050309 GOOD             GAPC
 EE2292  HISTORY     - 20051213 GOOD             GADT
 EE2292
 EE2292                          STATION DESCRIPTION
 EE2292
 EE2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2292'THE STATION WAS RECOVERED AT THIS DATE.
 EE2292'
 EE2292'THE STATION IS LOCATED ABOUT 7 KM (4.3 MI) SOUTHWEST OF
 EE2292'CARTERSVILLE,
 EE2292'0.8 KM (0.5 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 EE2292'61 AND 113, AT THE CARTERSVILLE AIRPORT, ALONG THE EAST SIDE OF THE
 EE2292'SINGLE RUNWAY.
 EE2292'OWNERSHIP--CARTERSVILLE BARTOW AIRPORT AUTHORITY, C/O CHARLES
 EE2292'CAGLE, CHAIRMAN AIRPORT AUTHORITY, 16 BUFORD STREET, CARTERSVILLE
 EE2292'GA 30120.  PHONE (404) 382-9800.
 EE2292'
 EE2292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 113
 EE2292'IN CARTERSVILLE, GO SOUTH FOR 1.0 KM (0.6 MI) ON HIGHWAY 61 TO THE
 EE2292'AIRPORT ENTRANCE ON THE LEFT.
 EE2292'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) ON TARMAC TO THE TAXIWAY.
 EE2292'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON TAXIWAY TO A CROSS
 EE2292'RAMP.
 EE2292'TURN RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ON RAMP CROSSING RUNWAY
 EE2292'TO THE STATION.
 EE2292'
 EE2292'THE STATION IS A STANDARD GADT DISK
 EE2292'STAMPED---BARTOW 646---,
 EE2292'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EE2292'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 EE2292'9.9 METERS (32.4 FT) EAST FROM A FIBERGLASS WITNESS POST,
 EE2292'10.5 METERS (34.4 FT) EAST FROM THE RUNWAY EDGE,
 EE2292'22.2 METERS (72.8 FT) EAST FROM THE RUNWAY CENTER AND ON LINE WITH
 EE2292'THE EXTENDED RAMP CENTER.
 EE2292'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 EE2292'STAMPED---BARTOW 646---,
 EE2292'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 EE2292'
 EE2292'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 EE2292
 EE2292                          STATION RECOVERY (1990)
 EE2292
 EE2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EE2292'THE STATION IS LOCATED ABOUT 7.0 KM (4.3 MI) SOUTHWEST OF CARTERSVILLE
 EE2292'AT THE CARTERSVILLE AIRPORT AND ON THE EAST SIDE OF THE RUNWAY
 EE2292'DIRECTLY ACROSS THE JUNCTION OF THE TAXIWAY.  OWNERSHIP--CARTERSVILLE
 EE2292'BARTOW AIRPORT AUTHORITY, C/O CHARLES CAGLE, CHAIRMAN AIRPORT
 EE2292'AUTHORITY, 16 BUFORD STREET, CARTERSVILLE, GA 30120, PHONE
 EE2292'404-382-5656, AIRPORT MANAGER IS GLEN LOUIS, PHONE 404-382-9800 OR
 EE2292'404-386-3040.  NOTE--CONTACT MR. CAGLE ONE DAY IN ADAVANCE OF SURVEY
 EE2292'AND ALSO CONTACT MR. DENT THOMAS OF PHOENIX AIR AS THE COMPANY WANTS
 EE2292'TO BE INFORMED OF ANY ACTIVITY AT THE AIRPORT, PHONE 800-334-5360.
 EE2292'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 113,
 EE2292'ABOUT 6.43 KM (4.00 MI) SOUTHWEST OF CARTERSVILLE, GO SOUTH ON STATE
 EE2292'HIGHWAY 61 FOR 0.97 KM (0.60 MI) TO THE AIRPORT ENTRANCE ON THE LEFT
 EE2292'JUST PAST MILE MARKER 3, TURN LEFT, EAST, ON THE ENTRANCE ROAD FOR
 EE2292'0.16 KM (0.10 MI) TO THE APRON, TURN LEFT, NORTH, ON THE TAXIWAY FOR
 EE2292'0.16 KM (0.10 MI) TO THE JUNCTION OF A TAXIWAY LEADING EAST TO THE
 EE2292'RUNWAY, TURN RIGHT, EAST, ON THE TAXIWAY TO THE JUNCTION OF THE
 EE2292'RUNWAY, CONTINUE EAST CROSSING THE RUNWAY TO THE STATION ON THE EAST
 EE2292'SIDE OF THE RUNWAY AND IN LINE WITH THE EXTENDED CENTERLINE OF THE
 EE2292'TAXIWAY.
 EE2292'THE STATION IS LOCATED 24.5 M (80.4 FT) NORTHEAST OF A RUNWAY LIGHT,
 EE2292'18.8 M (61.7 FT) SOUTHEAST OF A RUNWAY LIGHT, 9.9 M (32.5 FT) WEST OF
 EE2292'A FIBERGLASS WITNESS POST, 6.9 M (22.6 FT) EAST OF THE EAST EDGE OF
 EE2292'THE RUNWAY AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 EE2292
 EE2292                          STATION RECOVERY (1991)
 EE2292
 EE2292'RECOVERED 1991
 EE2292'RECOVERED IN GOOD CONDITION.
 EE2292
 EE2292                          STATION RECOVERY (1994)
 EE2292
 EE2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 EE2292'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM)  SOUTHWEST FROM
 EE2292'CARTERSVILLE AT THE CARTERSVILLE AIRPORT ON THE EAST SIDE OF THE
 EE2292'RUNWAY, DIRECTLY ACRFOSS FROM THE JUNCTION OF A RAMP WITH THE RUNWAY.
 EE2292'OWNERSHIP--CARTERSVILLE BARTOW COUNTY AIRPORT AUTHORITY, C/O WAYNE
 EE2292'SELF, CHAIRMAN, AIRPORT AUTHORITY. PHONE 404-382-2320, HOME
 EE2292'404-382-3827. NOTE-- CONTACT MR. SELF AT LEAST ONE DAY IN ADVANCE OF
 EE2292'SURVEY AND ALSO CONTACT MR. DENT THOMPSON OF PHOENIX AIR GROUP INC. AS
 EE2292'THE COMPANY WANTS TO BE INFORMED OF ANY ACTIVITY AT THE AIRPORT.
 EE2292'PHONE-800-334-5360. TO REACH THE STATION FROM THE JUNCTION OF STATE
 EE2292'HIGHWAYS 61 AND 113 ABOUT 4 MI (6.4 KM) SOUTHWEST FROM CARTERSVILLE,
 EE2292'GO SOUTH ON HIGHWAY 61 FOR 0.6 MI (1.0 KM) TO AN ENTRANCE TO THE
 EE2292'AIRPORT ON THE LEFT THAT IS DIRECTLY ACROSS THE HIGHWAY FROM A TWO
 EE2292'STORY PHOENIX AIR GROUP ADMINSTRATION BUILDING, TURN LEFT AND GO EAST
 EE2292'ACROSS APRON FOR 0.05 MI (0.08 KM) TO JUNCTION WITH A TAXIWAY, TURN
 EE2292'LEFT AND GO NORTH ON TAXIWAY FOR 0.1 MI (0.2 KM) TO RAMP LEADING TO
 EE2292'RUNWAY, TURN RIGHT AND GO EAST ALONG RAMP AND ACROSS RUNWAY FOR 0.05
 EE2292'MI (0.08 KM) TO THE STATION IN LINE WITH THE EXTENDED CENTERLINE OF
 EE2292'THE RAMP. THE STATION IS RECESSED 4 CM BELOW THE GROUND.  LOCATED 72.8
 EE2292'FT (22.2 M) EAST FROM THE RUNWAY CENTERLINE, 80.4 FT (24.5 M)
 EE2292'NORTHEAST FROM A BASE FOR A BROKEN RUNWAY LIGHT, 61.7 FT (18.8 M)
 EE2292'SOUTHEAST FROM A RUNWAY LIGHT, 32.5 FT (9.9 M) WEST FROM A FIBERGLASS
 EE2292'WITNESS POST AND 22.6 M (74.1 FT) EAST FROM THE EAST EDGE OF THE
 EE2292'RUNWAY.
 EE2292
 EE2292                          STATION RECOVERY (1997)
 EE2292
 EE2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EE2292'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTHWEST OF CARTERSVILLE,
 EE2292'0.8 KM (0.50 MI) SOUTH-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 61
 EE2292'AND 113, AT THE CARTERSVILLE AIRPORT, ALONG THE EAST SIDE OF THE
 EE2292'RUNWAY, ON THE EXTENDED CENTER OF THE MIDFIELD CONNECTOR TAXI, AND
 EE2292'NEAR MIDFIELD.  OWNERSHIP--CARTERSVILLE BARTOW AIRPORT AUTHORITY, P.O.
 EE2292'BOX 307, CARTERSVILLE, GA.  30120.  AIRPORT CHAIRMAN IS DON MCMILLAN.
 EE2292'PHONE 770-382-1822.  FBO IS LIL DARNELL.  PHONE 770-382-9800.  TO
 EE2292'REACH FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 113 ABOUT 6 KM (3.70
 EE2292'MI) SOUTHWEST OF CARTERSVILLE, GO SOUTH ON HIGHWAY 61 FOR 1.0 KM (0.60
 EE2292'MI) TO AN ENTRANCE TO THE AIRPORT ON THE LEFT THAT IS DIRECTLY ACROSS
 EE2292'THE HIGHWAY FROM A TWO STORY PHOENIX AIR GROUP ADMINISTRATION
 EE2292'BUILDING.  TURN LEFT, EAST, ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO
 EE2292'THE PARALLEL TAXI.  TURN LEFT, NORTH, ALONG THE TAXI FOR 0.2 KM (0.10
 EE2292'MI) TO A CONNECTOR TAXI ON THE RIGHT.  TURN RIGHT, EAST, ALONG THE
 EE2292'TAXI AND CROSSING THE RUNWAY FOR 0.08 KM (0.05 MI) TO THE STATION.
 EE2292'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED
 EE2292'15 CM BELOW THE GROUND SURFACE.  IT IS 22.1 M (72.5 FT) EAST OF THE
 EE2292'RUNWAY CENTER, 9.9 M (32.5 FT) WEST OF A FIBERGLASS WITNESS POST, AND
 EE2292'6.8 M (22.3 FT) EAST OF THE RUNWAY EDGE.  THIS STATION IS DESIGNATED
 EE2292'AS THE PRIMARY AIRPORT CONTROL STATION (PSCS) .
 EE2292
 EE2292                          STATION RECOVERY (2001)
 EE2292
 EE2292'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 EE2292'RECOVERED IN GOOD CONDITION.
 EE2292
 EE2292                          STATION RECOVERY (2002)
 EE2292
 EE2292'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 EE2292'RECOVERED IN GOOD CONDITION.
 EE2292
 EE2292                          STATION RECOVERY (2004)
 EE2292
 EE2292'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 EE2292'RECOVERED IN GOOD CONDITION.
 EE2292
 EE2292                          STATION RECOVERY (2005)
 EE2292
 EE2292'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (JOS)
 EE2292'MARK RECOVERED AS DESCRIBED.
 EE2292
 EE2292                          STATION RECOVERY (2005)
 EE2292
 EE2292'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 EE2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1786 ***********************************************************************
 EE1786  DESIGNATION -  CARTERSVILLE CO CTHSE DOME
 EE1786  PID         -  EE1786
 EE1786  STATE/COUNTY-  GA/BARTOW
 EE1786  USGS QUAD   -  CARTERSVILLE (1992)
 EE1786
 EE1786                         *CURRENT SURVEY CONTROL
 EE1786  ___________________________________________________________________
 EE1786* NAD 83(1994)-  34 09 57.38778(N)    084 47 51.97270(W)     ADJUSTED  
 EE1786* NAVD 88     -                                                        
 EE1786  ___________________________________________________________________
 EE1786  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EE1786  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1786
 EE1786  HORZ ORDER  -  THIRD
 EE1786
 EE1786.The horizontal coordinates were established by classical geodetic methods
 EE1786.and adjusted by the National Geodetic Survey in September 1997..
 EE1786
 EE1786
 EE1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1786
 EE1786.The geoid height was determined by GEOID03.
 EE1786
 EE1786;                    North         East     Units Scale Factor Converg.
 EE1786;SPC GA W     -   462,088.642   641,814.635   MT  0.99994172   -0 21 16.0
 EE1786;SPC GA W     - 1,516,035.82  2,105,686.85   sFT  0.99994172   -0 21 16.0
 EE1786;UTM  16      - 3,782,746.936   702,993.442   MT  1.00010797   +1 14 13.8
 EE1786
 EE1786                          SUPERSEDED SURVEY CONTROL
 EE1786
 EE1786  NAD 83(1994)-  34 09 57.39261(N)    084 47 51.97466(W) AD(       ) 4
 EE1786  NAD 83(1986)-  34 09 57.39324(N)    084 47 51.97322(W) AD(       ) 4
 EE1786  NAD 27      -  34 09 57.04559(N)    084 47 52.19629(W) AD(       ) 3
 EE1786
 EE1786.Superseded values are not recommended for survey control.
 EE1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1786.See file dsdata.txt to determine how the superseded data were derived.
 EE1786
 EE1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0299382747(NAD 83)
 EE1786_MARKER: 87 = DOME
 EE1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1786+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 EE1786
 EE1786  HISTORY     - Date     Condition        Report By
 EE1786  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1786  HISTORY     - 20050112 GOOD             GEOCAC
 EE1786
 EE1786                          STATION DESCRIPTION
 EE1786
 EE1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1786'THE STATION IS THE BALL AT THE TOP AND CENTER OF THE GOLD
 EE1786'COLORED DOME ATOP A SMALL WHITE BELFRY ON A RED BRICK
 EE1786'BUILDING.  THE DOME HAS A CLOCK ON THE NORTH, SOUTH, EAST AND
 EE1786'WEST SIDES AND IS 115 FEET HIGH.  THE BUILDING IS THE BARTOW
 EE1786'COUNTY COURTHOUSE.
 EE1786'
 EE1786'THE COURTHOUSE IS LOCATED NEAR THE CENTER OF CARTERSVILLE,
 EE1786'180 FEET WEST OF N. ERWINS STREET AND 135 FEET NORTH OF
 EE1786'CHEROKEE AVENUE.
 EE1786
 EE1786                          STATION RECOVERY (2005)
 EE1786
 EE1786'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1785 ***********************************************************************
 EE1785  DESIGNATION -  CARTERSVILLE E Z MILLS TANK
 EE1785  PID         -  EE1785
 EE1785  STATE/COUNTY-  GA/BARTOW
 EE1785  USGS QUAD   -  CARTERSVILLE (1992)
 EE1785
 EE1785                         *CURRENT SURVEY CONTROL
 EE1785  ___________________________________________________________________
 EE1785* NAD 83(1994)-  34 10 30.19867(N)    084 48 00.21678(W)     ADJUSTED  
 EE1785* NAVD 88     -                                                        
 EE1785  ___________________________________________________________________
 EE1785  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EE1785  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 EE1785
 EE1785  HORZ ORDER  -  THIRD
 EE1785
 EE1785.The horizontal coordinates were established by classical geodetic methods
 EE1785.and adjusted by the National Geodetic Survey in September 1997..
 EE1785
 EE1785
 EE1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1785
 EE1785.The geoid height was determined by GEOID03.
 EE1785
 EE1785;                    North         East     Units Scale Factor Converg.
 EE1785;SPC GA W     -   463,100.862   641,609.778   MT  0.99994201   -0 21 20.9
 EE1785;SPC GA W     - 1,519,356.74  2,105,014.75   sFT  0.99994201   -0 21 20.9
 EE1785;UTM  16      - 3,783,753.242   702,760.507   MT  1.00010680   +1 14 10.2
 EE1785
 EE1785                          SUPERSEDED SURVEY CONTROL
 EE1785
 EE1785  NAD 83(1994)-  34 10 30.20352(N)    084 48 00.21865(W) AD(       ) 4
 EE1785  NAD 83(1986)-  34 10 30.20420(N)    084 48 00.21738(W) AD(       ) 4
 EE1785  NAD 27      -  34 10 29.85758(N)    084 48 00.43832(W) AD(       ) 3
 EE1785
 EE1785.Superseded values are not recommended for survey control.
 EE1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1785.See file dsdata.txt to determine how the superseded data were derived.
 EE1785
 EE1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0276183753(NAD 83)
 EE1785_MARKER: 53 = ELEVATED TANK
 EE1785
 EE1785  HISTORY     - Date     Condition        Report By
 EE1785  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1785  HISTORY     - 20050112 MARK NOT FOUND   GEOCAC
 EE1785
 EE1785                          STATION DESCRIPTION
 EE1785
 EE1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1785'THE STATION IS THE BALL ON TOP AND CENTER OF A WATER TANK WITH
 EE1785'A CYLINDRICAL BODY, CONICAL TOP AND HEMISPHERICAL BOTTOM.  IT
 EE1785'IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS 100 FEET
 EE1785'HIGH.  THE TANK IS PAINTED SILVER WITH E-Z MILLS INC E-Z
 EE1785'UNDERWEAR PAINTED ON TANK IN BLACK.  IT IS OWNED BY E-Z
 EE1785'MILLS INC.
 EE1785'
 EE1785'THE TANK IS LOCATED IN CARTERSVILLE, 0.1 MILE WEST OF GILMER
 EE1785'STREET, 30 FEET NORTH OF THE CENTER OF MONTGOMERY STREET AND
 EE1785'NEAR THE NORTHEAST CORNER OF THE PLANT COMPLEX.
 EE1785
 EE1785                          STATION RECOVERY (2005)
 EE1785
 EE1785'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1806 ***********************************************************************
 EE1806  DESIGNATION -  CARTERSVILLE GA PWR CO MAST
 EE1806  PID         -  EE1806
 EE1806  STATE/COUNTY-  GA/BARTOW
 EE1806  USGS QUAD   -  KINGSTON (1972)
 EE1806
 EE1806                         *CURRENT SURVEY CONTROL
 EE1806  ___________________________________________________________________
 EE1806* NAD 83(1994)-  34 09 08.38061(N)    084 53 15.58964(W)     ADJUSTED  
 EE1806* NAVD 88     -                                                        
 EE1806  ___________________________________________________________________
 EE1806  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EE1806  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 EE1806
 EE1806  HORZ ORDER  -  THIRD
 EE1806
 EE1806.The horizontal coordinates were established by classical geodetic methods
 EE1806.and adjusted by the National Geodetic Survey in September 1997..
 EE1806
 EE1806
 EE1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1806
 EE1806.The geoid height was determined by GEOID03.
 EE1806
 EE1806;                    North         East     Units Scale Factor Converg.
 EE1806;SPC GA W     -   460,633.633   633,515.963   MT  0.99995447   -0 24 17.2
 EE1806;SPC GA W     - 1,511,262.18  2,078,460.29   sFT  0.99995447   -0 24 17.2
 EE1806;UTM  16      - 3,781,061.799   694,737.223   MT  1.00006749   +1 11 10.4
 EE1806
 EE1806                          SUPERSEDED SURVEY CONTROL
 EE1806
 EE1806  NAD 83(1994)-  34 09 08.38498(N)    084 53 15.59153(W) AD(       ) 4
 EE1806  NAD 83(1986)-  34 09 08.38545(N)    084 53 15.58915(W) AD(       ) 4
 EE1806  NAD 27      -  34 09 08.03679(N)    084 53 15.80394(W) AD(       ) 3
 EE1806
 EE1806.Superseded values are not recommended for survey control.
 EE1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1806.See file dsdata.txt to determine how the superseded data were derived.
 EE1806
 EE1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9473781062(NAD 83)
 EE1806_MARKER: 42 = RADIO/TV MAST
 EE1806
 EE1806  HISTORY     - Date     Condition        Report By
 EE1806  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1806
 EE1806                          STATION DESCRIPTION
 EE1806
 EE1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1806'THE STATION IS THE TOP AND CENTER OF A TRUSS-WORK STEEL, GUYED,
 EE1806'MAST.  IT IS PAINTED ALTERNATELY RED AND WHITE WITH A RED LIGHT
 EE1806'AND SMALL WEATHER VANE ON TOP THAT ARE NOT CENTERED.  IT IS 155
 EE1806'FEET HIGH AND IS OWNED BY THE GEORGIA POWER COMPANY.
 EE1806'
 EE1806'THE MAST IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF THE CENTER
 EE1806'OF CARTERSVILLE, 2.5 MILES NORTH OF STATE HIGHWAY 113 ON THE
 EE1806'HIGHEST HILL IN THE VICINITY AND AT THE SITE OF TRIANGULATION
 EE1806'STATION BOWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1790 ***********************************************************************
 EE1790  DESIGNATION -  CARTERSVILLE GOODYEAR CO TANK
 EE1790  PID         -  EE1790
 EE1790  STATE/COUNTY-  GA/BARTOW
 EE1790  USGS QUAD   -  CARTERSVILLE (1992)
 EE1790
 EE1790                         *CURRENT SURVEY CONTROL
 EE1790  ___________________________________________________________________
 EE1790* NAD 83(1994)-  34 10 44.63980(N)    084 49 09.19003(W)     ADJUSTED  
 EE1790* NAVD 88     -                                                        
 EE1790  ___________________________________________________________________
 EE1790  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EE1790  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 EE1790
 EE1790  HORZ ORDER  -  THIRD
 EE1790
 EE1790.The horizontal coordinates were established by classical geodetic methods
 EE1790.and adjusted by the National Geodetic Survey in September 1997..
 EE1790
 EE1790
 EE1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1790
 EE1790.The geoid height was determined by GEOID03.
 EE1790
 EE1790;                    North         East     Units Scale Factor Converg.
 EE1790;SPC GA W     -   463,556.932   639,846.377   MT  0.99994459   -0 21 59.8
 EE1790;SPC GA W     - 1,520,853.03  2,099,229.32   sFT  0.99994459   -0 21 59.8
 EE1790;UTM  16      - 3,784,160.208   700,984.833   MT  1.00009796   +1 13 31.9
 EE1790
 EE1790                          SUPERSEDED SURVEY CONTROL
 EE1790
 EE1790  NAD 83(1994)-  34 10 44.64458(N)    084 49 09.19191(W) AD(       ) 4
 EE1790  NAD 83(1986)-  34 10 44.64531(N)    084 49 09.19073(W) AD(       ) 4
 EE1790  NAD 27      -  34 10 44.29931(N)    084 49 09.40881(W) AD(       ) 3
 EE1790
 EE1790.Superseded values are not recommended for survey control.
 EE1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1790.See file dsdata.txt to determine how the superseded data were derived.
 EE1790
 EE1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0098584160(NAD 83)
 EE1790_MARKER: 53 = ELEVATED TANK
 EE1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1790+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 EE1790
 EE1790  HISTORY     - Date     Condition        Report By
 EE1790  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1790  HISTORY     - 20050112 GOOD             GEOCAC
 EE1790
 EE1790                          STATION DESCRIPTION
 EE1790
 EE1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1790'THE STATION IS THE SIREN ON THE TOP AND CENTER OF A WATER TANK
 EE1790'THAT HAS A CYLINDRICAL BODY, CONICAL TOP AND HEMISPHERICAL
 EE1790'BOTTOM.  IT IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS
 EE1790'PAINTED SILVER WITH GOODYEAR PAINTED ON THE TANK IN YELLOW AND
 EE1790'BLUE.  THE TANK IS 128 FEET HIGH AND IS OWNED BY GOODYEAR TIRE
 EE1790'AND RUBBER COMPANY, CARTERSVILLE MILL.
 EE1790'
 EE1790'THE TANK IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE CENTER OF
 EE1790'CARTERSVILLE AND 170 FEET WEST OF THE CENTER OF CLEARWATER
 EE1790'STREET ON THE WEST SIDE OF THE PLANT COMPLEX.
 EE1790
 EE1790                          STATION RECOVERY (2005)
 EE1790
 EE1790'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE1790'THE MAJORITY OF THE GOODYEAR PLANT COMPLEX IS IDLE.  A PORTION OF THE
 EE1790'COMPLEX IS OCCUPIED BY INDUSTRIAL SPECIALTY FABRICES, INC.  THE TANK
 EE1790'IS LOCATED ABOUT 150 FEET WEST OF MAYFLOWER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1792 ***********************************************************************
 EE1792  DESIGNATION -  CARTERSVILLE GOODYEAR CO STACK
 EE1792  PID         -  EE1792
 EE1792  STATE/COUNTY-  GA/BARTOW
 EE1792  USGS QUAD   -  CARTERSVILLE (1992)
 EE1792
 EE1792                         *CURRENT SURVEY CONTROL
 EE1792  ___________________________________________________________________
 EE1792* NAD 83(1994)-  34 10 44.64424(N)    084 49 02.93643(W)     ADJUSTED  
 EE1792* NAVD 88     -                                                        
 EE1792  ___________________________________________________________________
 EE1792  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EE1792  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 EE1792
 EE1792  HORZ ORDER  -  THIRD
 EE1792
 EE1792.The horizontal coordinates were established by classical geodetic methods
 EE1792.and adjusted by the National Geodetic Survey in September 1997..
 EE1792
 EE1792
 EE1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1792
 EE1792.The geoid height was determined by GEOID03.
 EE1792
 EE1792;                    North         East     Units Scale Factor Converg.
 EE1792;SPC GA W     -   463,556.046   640,006.511   MT  0.99994435   -0 21 56.3
 EE1792;SPC GA W     - 1,520,850.13  2,099,754.69   sFT  0.99994435   -0 21 56.3
 EE1792;UTM  16      - 3,784,163.771   701,144.954   MT  1.00009876   +1 13 35.4
 EE1792
 EE1792                          SUPERSEDED SURVEY CONTROL
 EE1792
 EE1792  NAD 83(1994)-  34 10 44.64909(N)    084 49 02.93839(W) AD(       ) 4
 EE1792  NAD 83(1986)-  34 10 44.64961(N)    084 49 02.93690(W) AD(       ) 4
 EE1792  NAD 27      -  34 10 44.30312(N)    084 49 03.15639(W) AD(       ) 3
 EE1792
 EE1792.Superseded values are not recommended for survey control.
 EE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1792.See file dsdata.txt to determine how the superseded data were derived.
 EE1792
 EE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0114584164(NAD 83)
 EE1792_MARKER: 63 = STACK
 EE1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1792+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 EE1792
 EE1792  HISTORY     - Date     Condition        Report By
 EE1792  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1792  HISTORY     - 20050112 GOOD             GEOCAC
 EE1792
 EE1792                          STATION DESCRIPTION
 EE1792
 EE1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1792'THE STATION IS THE TOP AND CENTER OF A CYLINDRICAL SHAPED RED
 EE1792'BRICK STACK.  IT IS 170 FEET HIGH AND IS OWNED BY GOODYEAR
 EE1792'TIRE AND RUBBER COMPANY, CARTERSVILLE MILL.
 EE1792'
 EE1792'THE STACK IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE CENTER
 EE1792'OF CARTERSVILLE, 300 FEET EAST OF CLEARWATER STREET, NEAR THE
 EE1792'CENTER OF THE PLANT COMPLEX.
 EE1792
 EE1792                          STATION RECOVERY (2005)
 EE1792
 EE1792'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 EE1792'THE MAJORITY OF THE GOODYEAR PLANT COMPLEX IS IDLE.  A PORTION OF THE
 EE1792'COMPLEX IS OCCUPIED BY INDUSTRIAL SPECIALTY FABRICES, INC.  THE STACK
 EE1792'IS LOCATED ABOUT 300 FEET SOUTH OF GOODYEAR STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1791 ***********************************************************************
 EE1791  DESIGNATION -  CARTERSVILLE HWY PATROL MAST
 EE1791  PID         -  EE1791
 EE1791  STATE/COUNTY-  GA/BARTOW
 EE1791  USGS QUAD   -  CARTERSVILLE (1992)
 EE1791
 EE1791                         *CURRENT SURVEY CONTROL
 EE1791  ___________________________________________________________________
 EE1791* NAD 83(1994)-  34 11 34.77125(N)    084 45 30.60667(W)     ADJUSTED  
 EE1791* NAVD 88     -                                                        
 EE1791  ___________________________________________________________________
 EE1791  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EE1791  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 EE1791
 EE1791  HORZ ORDER  -  THIRD
 EE1791
 EE1791.The horizontal coordinates were established by classical geodetic methods
 EE1791.and adjusted by the National Geodetic Survey in September 1997..
 EE1791.No horizontal observational check was made to the station.
 EE1791
 EE1791
 EE1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1791
 EE1791.The geoid height was determined by GEOID03.
 EE1791
 EE1791;                    North         East     Units Scale Factor Converg.
 EE1791;SPC GA W     -   465,067.347   645,452.489   MT  0.99993667   -0 19 57.4
 EE1791;SPC GA W     - 1,525,808.45  2,117,622.04   sFT  0.99993667   -0 19 57.4
 EE1791;UTM  16      - 3,785,826.117   706,547.760   MT  1.00012591   +1 15 36.5
 EE1791
 EE1791                          SUPERSEDED SURVEY CONTROL
 EE1791
 EE1791  NAD 83(1994)-  34 11 34.77507(N)    084 45 30.60747(W) AD(       ) 4
 EE1791  NAD 83(1986)-  34 11 34.77723(N)    084 45 30.60779(W) AD(       ) 4
 EE1791  NAD 27      -  34 11 34.44813(N)    084 45 30.84800(W) AD(       ) 3
 EE1791
 EE1791.Superseded values are not recommended for survey control.
 EE1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1791.See file dsdata.txt to determine how the superseded data were derived.
 EE1791
 EE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC0654885826(NAD 83)
 EE1791_MARKER: 42 = RADIO/TV MAST
 EE1791
 EE1791  HISTORY     - Date     Condition        Report By
 EE1791  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1791
 EE1791                          STATION DESCRIPTION
 EE1791
 EE1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1791'THE CARTERSVILLE GEORGIA HIGHWAY PATROL RADIO KIB 587 MAST IS
 EE1791'LOCATED ABOUT 2.5 MILES NORTHEAST OF CARTERSVILLE, 1 MILE SOUTH
 EE1791'OF STATE ROUTE 20, AND ON THE EAST SLOPE OF PINE MOUNTAIN.
 EE1791'
 EE1791'THE STATION IS THE SINGLE RED LIGHT ATOP THE BRIDGED STEEL,
 EE1791'SINGLE COLUMN, MAST WHICH IS TRIANGLE SHAPED, PAINTED IN
 EE1791'ALTERNATE BANDS OF RED AND WHITE AND HAS 2 DOUBLE SETS OF LIGHTS
 EE1791'ATTACHED AT 100 FOOT INTERVALS.  THE OVERALL HEIGHT IS 300 FEET.
 EE1791'
 EE1791'TO REACH FROM THE POST OFFICE IN CARTERSVILLE GO EAST ON CHURCH
 EE1791'STREET FOR 0.15 MILE TO U.S. HIGHWAY 41 AND 411.  TURN LEFT
 EE1791'AND GO NORTH ON HIGHWAYS 41 AND 411 FOR 0.95 MILE TO CENTER
 EE1791'STREET ON THE RIGHT.  TURN RIGHT AND GO EAST ON CENTER STREET
 EE1791'FOR 1.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EE1791'NORTH ON A BLADED DIRT ROAD FOR 0.2 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0570 ***********************************************************************
 CL0570  DESIGNATION -  CART=S 28
 CL0570  PID         -  CL0570
 CL0570  STATE/COUNTY-  GA/LAURENS
 CL0570  USGS QUAD   -  DANVILLE EAST (1974)
 CL0570
 CL0570                         *CURRENT SURVEY CONTROL
 CL0570  ___________________________________________________________________
 CL0570* NAD 83(1994)-  32 34 27.28454(N)    083 11 56.67770(W)     ADJUSTED  
 CL0570* NAVD 88     -       123.062  (meters)     403.75   (feet)  ADJUSTED  
 CL0570  ___________________________________________________________________
 CL0570  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CL0570  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CL0570  DYNAMIC HT  -         122.923 (meters)     403.29  (feet)  COMP
 CL0570  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CL0570
 CL0570  HORZ ORDER  -  FIRST
 CL0570  VERT ORDER  -  FIRST     CLASS II
 CL0570
 CL0570.The horizontal coordinates were established by classical geodetic methods
 CL0570.and adjusted by the National Geodetic Survey in September 1997..
 CL0570
 CL0570.The orthometric height was determined by differential leveling
 CL0570.and adjusted by the National Geodetic Survey in June 1991..
 CL0570
 CL0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0570
 CL0570.The geoid height was determined by GEOID03.
 CL0570
 CL0570.The dynamic height is computed by dividing the NAVD 88
 CL0570.geopotential number by the normal gravity value computed on the
 CL0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0570.degrees latitude (g = 980.6199 gals.).
 CL0570
 CL0570.The modeled gravity was interpolated from observed gravity values.
 CL0570
 CL0570;                    North         East     Units Scale Factor Converg.
 CL0570;SPC GA E     -   285,859.892   103,064.676   MT  1.00001583   -0 33 21.2
 CL0570;SPC GA E     -   937,858.66    338,138.02   sFT  1.00001583   -0 33 21.2
 CL0570;SPC GA W     -   285,802.694   790,848.888   MT  1.00000174   +0 31 15.5
 CL0570;SPC GA W     -   937,671.01  2,594,643.39   sFT  1.00000174   +0 31 15.5
 CL0570;UTM  17      - 3,606,222.886   293,568.952   MT  1.00012550   -1 11 03.8
 CL0570
 CL0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0570!SPC GA E     -   0.99998504  x   1.00001583  =   1.00000087
 CL0570!SPC GA W     -   0.99998504  x   1.00000174  =   0.99998678
 CL0570!UTM  17      -   0.99998504  x   1.00012550  =   1.00011053
 CL0570
 CL0570|---------------------------------------------------------------------|
 CL0570| PID    Reference Object                     Distance      Geod. Az  |
 CL0570|                                                           dddmmss.s |
 CL0570| CL3033 CART RM                               8.160 METERS 18755     |
 CL0570| CL0568 LOG=Q 28                            APPROX. 1.0 KM 3090236.8 |
 CL0570|---------------------------------------------------------------------|
 CL0570
 CL0570                          SUPERSEDED SURVEY CONTROL
 CL0570
 CL0570  NAD 83(1986)-  32 34 27.28461(N)    083 11 56.68222(W) AD(       ) 1
 CL0570  NAD 27      -  32 34 26.69600(N)    083 11 57.12900(W) AD(       ) 1
 CL0570  NGVD 29 (??/??/92)  123.212  (m)          404.24   (f) ADJ UNCH    1 2
 CL0570
 CL0570.Superseded values are not recommended for survey control.
 CL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0570.See file dsdata.txt to determine how the superseded data were derived.
 CL0570
 CL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS9356906223(NAD 83)
 CL0570_MARKER: DS = TRIANGULATION STATION DISK
 CL0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0570_STAMPING: ELEV S 28 CART 1918 404
 CL0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0570+STABILITY: SURFACE MOTION
 CL0570
 CL0570  HISTORY     - Date     Condition        Report By
 CL0570  HISTORY     - 1918     MONUMENTED       CGS
 CL0570  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL0570  HISTORY     - 1949     GOOD             CGS
 CL0570  HISTORY     - 1960     GOOD             CGS
 CL0570  HISTORY     - 1962     GOOD             CGS
 CL0570  HISTORY     - 1962     GOOD             NGS
 CL0570  HISTORY     - 1974     MARK NOT FOUND   USGS
 CL0570
 CL0570                          STATION DESCRIPTION
 CL0570
 CL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL0570'ABOUT 2 MILES EAST OF ALLENTOWN, ON THE SOUTH SIDE OF MACON,
 CL0570'DUBLIN AND SAVANNAH RAILWAY.  4-1/2 TELEGRAPH POLES EAST
 CL0570'OF A ROAD CROSSING.  100 METERS (328 FEET) WEST OF SMALL
 CL0570'NEGRO HOUSE.  7.80 METERS (25.6 FEET) FROM SOUTH RAIL, ON
 CL0570'EXTENSION OF WEST TANGENT OF NORTH RAIL AND EAST TANGENT OF
 CL0570'SOUTH RAIL.  REFERENCE MARK = R-28, NOTE 11A, IS ALONG THE
 CL0570'RIGHT-OF-WAY FENCE.  8.160 METERS (26.77 FEET) FROM STATION
 CL0570'IN GRID AZIMUTH 169 DEG 52 MIN.  IN 1934 STATION MARK AND
 CL0570'REFERENCE MARK REPORTED DESTROYED.
 CL0570
 CL0570                          STATION RECOVERY (1949)
 CL0570
 CL0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL0570'STATION IS ABOUT 2.0 MILES SE ALONG THE MACON, DUBLIN AND
 CL0570'SAVANNAH RAILROAD FROM THE RAILROAD DEPOT AT ALLENTOWN, ON
 CL0570'THE PROJECTED LINE OF THE NE RAIL IN THE TANGENT NW OF THE
 CL0570'STATION, 0.5 FOOT NNE OF THE PROJECTED LINE OF THE S RAIL
 CL0570'IN THE TANGENT ESE OF THE STATION, 25.2 FEET SSW OF THE SW
 CL0570'RAIL, AND 1.8 FEET LOWER THAN THE TOP OF THE RAIL.
 CL0570'
 CL0570'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  THE
 CL0570'SURFACE MARK IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 CL0570'CART S 28 1918 ELEV. 404.
 CL0570'
 CL0570'THE ONLY REFERENCE MARK IS NOT NUMBERED AND IT IS ABOUT
 CL0570'DUE S OF THE STATION.  THE ORIGINAL DESCRIPTION GIVES THE
 CL0570'GRID AZIMUTH FROM THE STATION AS 169 DEG 52 MIN AT A DISTANCE
 CL0570'OF 26.77 FEET.  THE MARK WAS FOUND IN A CULTIVATED FIELD,
 CL0570'APPARENTLY UNDISTURBED, IN THE DIRECTION S. 9 DEG W. AS
 CL0570'MEASURED WITH A MAGNETIC COMPASS AT THE STATION AND AT THE
 CL0570'DISTANCE OF 26.71 FEET.  IT IS A BRONZE REFERENCE DISK SET
 CL0570'IN CONCRETE, ABOUT FLUSH WITH THE GENERAL LEVEL OF THE GROUND,
 CL0570'AND THE DISK IS STAMPED CART 1918.
 CL0570
 CL0570                          STATION RECOVERY (1960)
 CL0570
 CL0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 CL0570'STATION RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 CL0570
 CL0570                          STATION RECOVERY (1962)
 CL0570
 CL0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL0570'CART--ABOUT 2.1 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE
 CL0570'RAILROAD FROM THE STATION AT ALLENTOWN, 0.2 MILE WEST OF
 CL0570'MILEPOST 35, 0.2 MILE SOUTHEAST OF A GRADED ROAD CROSSING,
 CL0570'AT THE OUTSIDE OF A CURVE, 25.1 FEET SOUTHWEST OF THE SOUTHWEST
 CL0570'RAIL, 81 FEET SOUTH OF AND ACROSS THE TRACK FROM TELEGRAPH
 CL0570'POLE 1117, 90 FEET NORTHWEST OF A TELEGRAPH POLE WITH A GUY
 CL0570'WIRE, 47 YARDS NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 CL0570'80, 2-1/2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 CL0570'TOP OF A CONCRETE POST 1-1/2 FEET BELOW THE LEVEL OF THE
 CL0570'GROUND.
 CL0570'
 CL0570'CART R.M.--THE POST HAD BEEN PLOWED UP BY A FIRE BREAK PLOW.
 CL0570'THE DISK WAS REMOVED BY THIS PARTY.
 CL0570
 CL0570                          STATION RECOVERY (1962)
 CL0570
 CL0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CL0570'2.1 MI SE FROM ALLENTOWN.
 CL0570'ABOUT 2.1 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD
 CL0570'FROM THE STATION AT ALLENTOWN, 0.2 MILE WEST OF MILEPOST 35, 0.2
 CL0570'MILE SOUTHEAST OF A GRADED ROAD CROSSING, AT THE OUTSIDE OF A
 CL0570'CURVE, 25.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 81 FEET SOUTH
 CL0570'OF AND ACROSS THE TRACK FROM TELEGRAPH POLE 1117, 90 FEET
 CL0570'NORTHWEST OF A TELEGRAPH POLE WITH A GUY WIRE, 47 YARDS NORTHEAST
 CL0570'OF THE CENTER LINE OF U.S. HIGHWAY 80, 2 1/2 FEET BELOW THE LEVEL
 CL0570'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST 1 1/2 FEET BELOW
 CL0570'THE LEVEL OF THE GROUND.
 CL0570
 CL0570                          STATION RECOVERY (1974)
 CL0570
 CL0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CL0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1619 ***********************************************************************
 ED1619  DESIGNATION -  CASH
 ED1619  PID         -  ED1619
 ED1619  STATE/COUNTY-  GA/FRANKLIN
 ED1619  USGS QUAD   -  RED HILL (1964)
 ED1619
 ED1619                         *CURRENT SURVEY CONTROL
 ED1619  ___________________________________________________________________
 ED1619* NAD 83(1994)-  34 23 20.70103(N)    083 21 50.79294(W)     ADJUSTED  
 ED1619* NAVD 88     -       267.8    (meters)     879.     (feet)  VERTCON   
 ED1619  ___________________________________________________________________
 ED1619  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ED1619  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ED1619
 ED1619  HORZ ORDER  -  FIRST
 ED1619
 ED1619.The horizontal coordinates were established by classical geodetic methods
 ED1619.and adjusted by the National Geodetic Survey in September 1997..
 ED1619
 ED1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1619
 ED1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1619
 ED1619.The geoid height was determined by GEOID03.
 ED1619
 ED1619;                    North         East     Units Scale Factor Converg.
 ED1619;SPC GA E     -   487,308.762    89,889.547   MT  1.00004940   -0 40 35.0
 ED1619;SPC GA E     - 1,598,778.83    294,912.62   sFT  1.00004940   -0 40 35.0
 ED1619;SPC GA W     -   486,950.762   773,797.848   MT  0.99996711   +0 27 11.9
 ED1619;SPC GA W     - 1,597,604.29  2,538,701.77   sFT  0.99996711   +0 27 11.9
 ED1619;UTM  17      - 3,807,831.595   282,657.567   MT  1.00018230   -1 20 08.9
 ED1619
 ED1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1619!SPC GA E     -   0.99996269  x   1.00004940  =   1.00001209
 ED1619!SPC GA W     -   0.99996269  x   0.99996711  =   0.99992981
 ED1619!UTM  17      -   0.99996269  x   1.00018230  =   1.00014499
 ED1619
 ED1619|---------------------------------------------------------------------|
 ED1619| PID    Reference Object                     Distance      Geod. Az  |
 ED1619|                                                           dddmmss.s |
 ED1619| ED2899 CASH RM 1                            26.808 METERS 01536     |
 ED1619| ED2898 CASH AZ MK                                         0484849.9 |
 ED1619| ED2900 CASH RM 2                            23.376 METERS 28351     |
 ED1619|---------------------------------------------------------------------|
 ED1619
 ED1619                          SUPERSEDED SURVEY CONTROL
 ED1619
 ED1619  NAD 83(1986)-  34 23 20.70877(N)    083 21 50.79294(W) AD(       ) 1
 ED1619  NAD 27      -  34 23 20.33743(N)    083 21 51.21066(W) AD(       ) 1
 ED1619  NGVD 29 (07/19/86)  267.8    (m)          879.     (f) VERT ANG       
 ED1619
 ED1619.Superseded values are not recommended for survey control.
 ED1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1619.See file dsdata.txt to determine how the superseded data were derived.
 ED1619
 ED1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8265807832(NAD 83)
 ED1619_MARKER: DS = TRIANGULATION STATION DISK
 ED1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1619
 ED1619  HISTORY     - Date     Condition        Report By
 ED1619  HISTORY     - 1975     MONUMENTED       NGS
 ED1619
 ED1619                          STATION DESCRIPTION
 ED1619
 ED1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1619'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHEAST OF HOMER, 7.5
 ED1619'MILES WEST-NORTHWEST OF CARNESVILLE, 3.8 MILES NORTHWEST OF
 ED1619'INTERSTATE HIGHWAY 85 AND IS ON PROPERTY OWNED BY MR. NELSON CASH,
 ED1619'PHONE NUMBER 677-4520.
 ED1619'
 ED1619'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED1619'AND STATE HIGHWAY 51, WHICH IS ABOUT 5 MILES SOUTHWEST OF
 ED1619'CARNESVILLE, GO NORTHWEST ON STATE HIGHWAY 51 FOR 1.75 MILES TO
 ED1619'THE JUNCTION OF COUNTY ROUTE 92427 ON THE RIGHT, TURN RIGHT AND
 ED1619'GO NORTHERLY ON COUNTY ROUTE 92427 FOR 1.85 MILES TO A PAVED
 ED1619'CROSS ROADS, TURN LEFT AND GO WESTERLY ON THE PAVED ROAD FOR 0.8
 ED1619'MILE TO A GRAVEL SIDE ROAD LEFT, COUNTY ROUTE 232, TURN SHARP
 ED1619'LEFT AND GO SOUTHEAST ON THE GRAVEL ROAD FOR 0.25 MILE TO A
 ED1619'METAL GATE ON THE LEFT.  (TURN SHARP LEFT THROUGH THE GATE, THEN
 ED1619'EASTERLY ACROSS PASTURE FOR 0.15 MILE TO THE AZIMUTH MARK IN
 ED1619'THE EDGE OF THE WOODS.) TURN RIGHT AND GO WESTERLY FOR 0.1
 ED1619'MILE ON A TRACK ROAD TO THE STATION ON THE LEFT.
 ED1619'
 ED1619'STATION MARKS ARE STANDARD DISKS STAMPED CASH 1975.  THE SURFACE
 ED1619'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ED1619'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 83 FEET SOUTHEAST OF
 ED1619'A CHICKEN HOUSE, 18 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 ED1619'AND 8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TIN SHED.  THE
 ED1619'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1619'CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 ED1619'
 ED1619'REFERENCE MARK 1, A STANDARD DISK STAMPED CASH NO 1 1975, IS SET
 ED1619'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 ED1619'WITH THE GROUND SURFACE.  IT IS 12 FEET SOUTH-SOUTHEAST OF A
 ED1619'CHICKEN HOUSE AND 8 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 ED1619'TRACK ROAD.
 ED1619'
 ED1619'REFERENCE MARK 2, A STANDARD DISK STAMPED CASH NO 2 1975, IS SET
 ED1619'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 ED1619'WITH THE GROUND SURFACE.  IT IS 40 FEET SOUTH-SOUTHEAST OF THE
 ED1619'CHICKEN HOUSE, 1.7 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 ED1619'SOUTH-SOUTHEAST OF A WIRE FENCE.
 ED1619'
 ED1619'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CASH AZ 1975,
 ED1619'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 ED1619'FLUSH WITH THE GROUND SURFACE.  IT IS 55.5 FEET SOUTHWEST OF A
 ED1619'BARBWIRE FENCE, 12 FEET WEST OF A 6-INCH PINE TREE AND 2 FEET
 ED1619'EAST-SOUTHEAST OF A METAL WITNESS POST.
 ED1619'
 ED1619'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1817 ***********************************************************************
 EE1817  DESIGNATION -  CASH
 EE1817  PID         -  EE1817
 EE1817  STATE/COUNTY-  GA/GORDON
 EE1817  USGS QUAD   -  SONORAVILLE (1972)
 EE1817
 EE1817                         *CURRENT SURVEY CONTROL
 EE1817  ___________________________________________________________________
 EE1817* NAD 83(1994)-  34 29 04.25863(N)    084 46 48.93277(W)     ADJUSTED  
 EE1817* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 EE1817  ___________________________________________________________________
 EE1817  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 EE1817  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 EE1817
 EE1817  HORZ ORDER  -  FIRST
 EE1817
 EE1817.The horizontal coordinates were established by classical geodetic methods
 EE1817.and adjusted by the National Geodetic Survey in September 1997..
 EE1817
 EE1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1817
 EE1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1817
 EE1817.The geoid height was determined by GEOID03.
 EE1817
 EE1817;                    North         East     Units Scale Factor Converg.
 EE1817;SPC GA W     -   497,415.005   643,642.512   MT  0.99993914   -0 20 50.7
 EE1817;SPC GA W     - 1,631,935.73  2,111,683.81   sFT  0.99993914   -0 20 50.7
 EE1817;UTM  16      - 3,818,116.535   703,835.537   MT  1.00011216   +1 15 26.0
 EE1817
 EE1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1817!SPC GA W     -   0.99996701  x   0.99993914  =   0.99990615
 EE1817!UTM  16      -   0.99996701  x   1.00011216  =   1.00007917
 EE1817
 EE1817:                Primary Azimuth Mark                     Grid Az
 EE1817:SPC GA W     -  CASH RM 3                                170 43 45.1
 EE1817:UTM  16      -  CASH RM 3                                169 07 28.4
 EE1817
 EE1817|---------------------------------------------------------------------|
 EE1817| PID    Reference Object                     Distance      Geod. Az  |
 EE1817|                                                           dddmmss.s |
 EE1817| CZ4728 CASH RM 3                                          1702254.4 |
 EE1817| CZ4726 CASH RM 1                            22.979 METERS 21707     |
 EE1817| EE1833 CALHOUN GA HWY PATROL RAD MAST      APPROX.12.6 KM 2651505.0 |
 EE1817| CZ4727 CASH RM 2                            26.449 METERS 26647     |
 EE1817| EE1910 CALHOUN WEBBS CABLE TV MAST         APPROX.14.9 KM 2944141.0 |
 EE1817|---------------------------------------------------------------------|
 EE1817
 EE1817                          SUPERSEDED SURVEY CONTROL
 EE1817
 EE1817  NAD 83(1994)-  34 29 04.26299(N)    084 46 48.93632(W) AD(       ) 1
 EE1817  NAD 83(1986)-  34 29 04.26356(N)    084 46 48.93588(W) AD(       ) 1
 EE1817  NAD 27      -  34 29 03.94592(N)    084 46 49.16198(W) AD(       ) 1
 EE1817  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 EE1817
 EE1817.Superseded values are not recommended for survey control.
 EE1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1817.See file dsdata.txt to determine how the superseded data were derived.
 EE1817
 EE1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0383618117(NAD 83)
 EE1817_MARKER: DS = TRIANGULATION STATION DISK
 EE1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1817
 EE1817  HISTORY     - Date     Condition        Report By
 EE1817  HISTORY     - 1972     MONUMENTED       NGS
 EE1817
 EE1817                          STATION DESCRIPTION
 EE1817
 EE1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1817'THE STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF
 EE1817'CALHOUN, 6 MILES NORTHWEST OF FAIRMOUNT, 4.25 MILES
 EE1817'WEST-SOUTHWEST OF RANGER AND ON PROPERTY OWNED BY THE BOWATERS
 EE1817'SOUTHERN PAPER COMPANY OF CALHOUN, TENNESSEE.  THE DISTRICT
 EE1817'MANAGER IS LOCATED IN CALHOUN, GEORGIA, TELEPHONE 629-8634.
 EE1817'
 EE1817'TO REACH FROM THE OVERPASS OF INTERSTATE HIGHWAY 75 AND STATE
 EE1817'ROUTE 53, ABOUT 3 MILES SOUTHEAST OF CALHOUN, GO EAST ON ROUTE
 EE1817'53 FOR 6.8 MILES TO THE JUNCTION OF STATE ROUTE 373 AT THE
 EE1817'SMALL COMMUNITY OF SONORAVILLE.  CONTINUE EAST ON ROUTE 53 FOR
 EE1817'0.9 MILE TO A BRIDGE OVER PINE LOG CREEK.  CONTINUE EAST FOR
 EE1817'1.6 MILES TO A CROSSROAD, WHICH IS PAVED TO THE NORTH.  TURN
 EE1817'LEFT AND GO NORTHWESTERLY FOR 1.2 MILES TO A SIDE ROAD ON THE
 EE1817'LEFT AND END OF THE PAVEMENT.  CONTINUE STRAIGHT AHEAD FOR 0.1
 EE1817'MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY ON A
 EE1817'GRAVELED ROAD FOR 1.5 MILES TO REFERENCE MARK 3 ON THE
 EE1817'RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 EE1817'A DIM TRACK ROAD ON THE RIGHT AT THE TOP OF A LOW RIDGE AND THE
 EE1817'STATION MARK AS DESCRIBED.
 EE1817'
 EE1817'THE STATION MARKS ARE STANDARD DISKS STAMPED CASH 1972.  THE
 EE1817'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 EE1817'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND
 EE1817'SURFACE.  IT IS 110 FEET EAST OF THE CENTER OF THE GRAVELED
 EE1817'ROAD, 47 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZED 6-INCH OAK
 EE1817'TREE AND 5.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  THE
 EE1817'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 EE1817'CONCRETE WHICH IS ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 EE1817'
 EE1817'REFERENCE MARK 1, A STANDARD DISK STAMPED CASH NO 1 1972, IS
 EE1817'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE1817'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET
 EE1817'SOUTHWEST OF THE METAL WITNESS POST AND 27 FEET EAST-NORTHEAST
 EE1817'OF THE CENTER OF THE GRAVELED ROAD.
 EE1817'
 EE1817'REFERENCE MARK 2, A STANDARD DISK STAMPED CASH NO 2 1972, IS
 EE1817'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1817'WHICH PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 89
 EE1817'FEET WEST OF THE METAL WITNESS POST, 40.5 FEET WEST OF THE OAK
 EE1817'TREE, 35 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD
 EE1817'AND 20 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 EE1817'
 EE1817'REFERENCE MARK 3, A STANDARD DISK STAMPED CASH NO 3 1972, IS
 EE1817'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1817'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET
 EE1817'NORTHEAST OF THE CENTER OF THE ROAD, 3 FEET SOUTHWEST OF A
 EE1817'METAL WITNESS POST AND ABOUT 6 FEET HIGHER THAN THE ROAD SURFACE.
 EE1817'
 EE1817'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4016 ***********************************************************************
 CK4016  DESIGNATION -  CASINO
 CK4016  PID         -  CK4016
 CK4016  STATE/COUNTY-  GA/CHATHAM
 CK4016  USGS QUAD   -  SAVANNAH (1978)
 CK4016
 CK4016                         *CURRENT SURVEY CONTROL
 CK4016  ___________________________________________________________________
 CK4016* NAD 83(1994)-  32 01 29.48543(N)    081 02 51.64976(W)     ADJUSTED  
 CK4016* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 CK4016  ___________________________________________________________________
 CK4016  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CK4016  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 CK4016
 CK4016  HORZ ORDER  -  THIRD
 CK4016
 CK4016.The horizontal coordinates were established by classical geodetic methods
 CK4016.and adjusted by the National Geodetic Survey in September 1997..
 CK4016
 CK4016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4016
 CK4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4016
 CK4016.The geoid height was determined by GEOID03.
 CK4016
 CK4016;                    North         East     Units Scale Factor Converg.
 CK4016;SPC GA E     -   225,020.299   305,700.376   MT  1.00003774   +0 35 36.4
 CK4016;SPC GA E     -   738,254.10  1,002,951.98   sFT  1.00003774   +0 35 36.4
 CK4016;SPC SC       -    21,243.571   605,094.831   MT  1.00020107   -0 01 35.2
 CK4016;SPC SC       -    69,696.76  1,985,219.26   iFT  1.00020107   -0 01 35.2
 CK4016;UTM  17      - 3,543,191.910   495,497.538   MT  0.99960025   -0 01 31.0
 CK4016
 CK4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4016!SPC GA E     -   1.00000405  x   1.00003774  =   1.00004179
 CK4016!SPC SC       -   1.00000405  x   1.00020107  =   1.00020512
 CK4016!UTM  17      -   1.00000405  x   0.99960025  =   0.99960430
 CK4016
 CK4016:                Primary Azimuth Mark                     Grid Az
 CK4016:SPC GA E     -  BONAVENTURE TANK                         003 27 34.2
 CK4016:SPC SC       -  BONAVENTURE TANK                         004 04 45.8
 CK4016:UTM  17      -  BONAVENTURE TANK                         004 04 41.6
 CK4016
 CK4016|---------------------------------------------------------------------|
 CK4016| PID    Reference Object                     Distance      Geod. Az  |
 CK4016|                                                           dddmmss.s |
 CK4016| CK4017 BONAVENTURE TANK                    APPROX. 2.2 KM 0040310.6 |
 CK4016| CK4009 CHIM                                APPROX. 3.5 KM 0391428.9 |
 CK4016| CK6098 OATLAND TANK                        APPROX. 3.6 KM 0403946.4 |
 CK4016| CK4014 BEACON 4                            APPROX. 2.2 KM 1021839.8 |
 CK4016| CK3778 OGLETHORPE HOTEL TANK               APPROX. 5.2 KM 1152109.4 |
 CK4016| CK4629 CASINO RM 1                          24.004 METERS 26139     |
 CK4016| CK4630 CASINO RM 2                          33.410 METERS 31424     |
 CK4016|---------------------------------------------------------------------|
 CK4016
 CK4016                          SUPERSEDED SURVEY CONTROL
 CK4016
 CK4016  NAD 83(1986)-  32 01 29.49617(N)    081 02 51.66679(W) AD(       ) 3
 CK4016  NAD 27      -  32 01 28.72900(N)    081 02 52.27600(W) AD(       ) 3
 CK4016  NGVD 29 (10/08/91)    5.8    (m)           19.     (f) VERT ANG       
 CK4016
 CK4016.Superseded values are not recommended for survey control.
 CK4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4016.See file dsdata.txt to determine how the superseded data were derived.
 CK4016
 CK4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9549843192(NAD 83)
 CK4016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4016+STABILITY: SURFACE MOTION
 CK4016
 CK4016  HISTORY     - Date     Condition        Report By
 CK4016  HISTORY     - 1933     MONUMENTED       CGS
 CK4016  HISTORY     - 1934     GOOD             CGS
 CK4016  HISTORY     - 1970     GOOD             NGS
 CK4016  HISTORY     - 1971     GOOD             NGS
 CK4016  HISTORY     - 1983     GOOD             GADT
 CK4016  HISTORY     - 19991111 GOOD             USPSQD
 CK4016  HISTORY     - 20021210 GOOD             USPSQD
 CK4016
 CK4016                          STATION DESCRIPTION
 CK4016
 CK4016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KGC)
 CK4016'THIS STATION IS ON THE SOUTHEASTERLY EDGE OF WHAT IS LOCALLY
 CK4016'KNOWN AS THUNDERBOLT BLUFF IN THE TOWN OF THUNDERBOLT, AND
 CK4016'NEAR THE SITE OF THE OLD CASINO, ON THE SOUTHERLY SIDE OF THE
 CK4016'WILMINGTON RIVER.  THE STATION IS ABOUT 15 M. FROM THE EDGE OF
 CK4016'THE WILMINGTON RIVER, AND ABOUT 2 M. FROM BOTH THE NORTHEASTERLY
 CK4016'AND SOUTHEASTERLY EDGES OF THE BLUFF.
 CK4016'
 CK4016'AS THE OLD CASINO GROUNDS ARE OWNED BY A MRS. BRYANT OF
 CK4016'THUNDERBOLT, PERMISSION TO GO TO THE STATION SHOULD BE OBTAINED
 CK4016'FROM HER.
 CK4016
 CK4016                          STATION RECOVERY (1934)
 CK4016
 CK4016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4016'STATION IS ON THE POINT OF HIGH GROUND S OF THUNDERBOLT
 CK4016'OVERLOOKING THE WILMINGTON RIVER.
 CK4016
 CK4016                          STATION RECOVERY (1970)
 CK4016
 CK4016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 CK4016'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CK4016'CONDITION.  REFERENCE MARK NO. 2 HAS EVIDENTLY BEEN DESTROYED
 CK4016'BY CONSTRUCTION.  A NEW DESCRIPTION FOLLOWS--
 CK4016'
 CK4016'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SAVANNAH ON
 CK4016'THE GROUNDS OF THE THUNDERBOLT MARINA AT THE SOUTHEASTERLY EDGE
 CK4016'OF THE TOWN OF THUNDERBOLT.
 CK4016'
 CK4016'TO REACH THE STATION FROM THE POINT WHERE U.S. HIGHWAY 80 LEAVES
 CK4016'U.S. HIGHWAY 17 FOR SAVANNAH BEACH IN SAVANNAH, GO EASTERLY
 CK4016'ON HIGHWAY 80 FOR 3.6 MILES TO THE JUNCTION OF U.S. HIGHWAY 80
 CK4016'(VICTORY DRIVE) AND RIVER ROAD IN THUNDERBOLT, TURN RIGHT ON
 CK4016'RIVER ROAD AND PROCEED 0.7 MILE TO THE ENTRANCE OF THE
 CK4016'THUNDERBOLT MARINA, CONTINUE AHEAD THRU ENTRANCE 300 FEET TO
 CK4016'OFFICE OF THE MARINA AND THE STATION.
 CK4016'
 CK4016'THE STATION MARK IS A STANDARD DISK, STAMPED CASINO 1933, SET
 CK4016'IN THE TOP OF A 10 INCH BY 12 INCH CONCRETE MONUMENT WHICH
 CK4016'PROJECTS 8 INCHES.  THE STATION MARK IS 19.3 FEET SOUTHEAST OF
 CK4016'THE SOUTHEAST CORNER OF THE OFFICE BUILDING, 8.1 FEET NORTH OF
 CK4016'THE NORTH CORNER OF A CONCRETE RETAINING WALL WHICH SURROUNDS
 CK4016'AN AIR CONDITIONING UNIT, 5.4 FEET EAST OF A 12 INCH PALM TREE
 CK4016'AND 3.6 FEET WEST OF A ROTATING GULF SIGN.
 CK4016'
 CK4016'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CASINO NO. 1
 CK4016'1933, SET IN THE TOP OF A 10 INCH BY 12 INCH CONCRETE MONUMENT
 CK4016'WHICH PROJECTS 5 INCHES.  R.M. 1 IS 51.0 FEET WEST OF THE
 CK4016'SOUTHWEST CORNER OF THE OFFICE BUILDING, 45.5 FEET SOUTH OF
 CK4016'THE NORTHEAST CORNER OF THE OFFICE BUILDING, 21.5 FEET EAST
 CK4016'OF A 30 INCH DIAMETER LIVE OAK TREE AND 2.0 FEET EAST OF THE
 CK4016'EDGE OF A DRIVEWAY.  THE MONUMENT IS CHIPPED BUT STILL SOLID.
 CK4016
 CK4016                          STATION RECOVERY (1971)
 CK4016
 CK4016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 CK4016'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CK4016'GOOD CONDITION.  REFERENCE MARK NO. 2 HAS EVIDENTLY BEEN
 CK4016'DESTROYED BY CONSTRUCTION.
 CK4016'
 CK4016'THE 1970 RECOVERY NOTE, BY J. K. W., IS ADEQUATE.
 CK4016
 CK4016                          STATION RECOVERY (1983)
 CK4016
 CK4016'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK4016'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 CK4016'CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 CK4016'NOT FOUND.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE STATION IS
 CK4016'IN THUNDERBOLT.
 CK4016'
 CK4016'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE ONLY ONE WAS FOUND.
 CK4016'DESCRIBED BY T.B. KNIGHT.
 CK4016
 CK4016                          STATION RECOVERY (1999)
 CK4016
 CK4016'RECOVERY NOTE BY US POWER SQUADRON 1999
 CK4016'RECOVERED IN GOOD CONDITION.
 CK4016
 CK4016                          STATION RECOVERY (2002)
 CK4016
 CK4016'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 CK4016'THUNDERBOLT MARINA IS NOW PALMER JOHNSON MARINA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1609 ***********************************************************************
 BS1609  DESIGNATION -  CASON
 BS1609  PID         -  BS1609
 BS1609  STATE/COUNTY-  GA/PIERCE
 BS1609  USGS QUAD   -  DIXIE UNION (1988)
 BS1609
 BS1609                         *CURRENT SURVEY CONTROL
 BS1609  ___________________________________________________________________
 BS1609* NAD 83(1994)-  31 19 38.55721(N)    082 23 10.85234(W)     ADJUSTED  
 BS1609* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 BS1609  ___________________________________________________________________
 BS1609  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BS1609  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BS1609
 BS1609  HORZ ORDER  -  FIRST
 BS1609
 BS1609.The horizontal coordinates were established by classical geodetic methods
 BS1609.and adjusted by the National Geodetic Survey in September 1997..
 BS1609
 BS1609.The orthometric height was scaled from a topographic map.
 BS1609
 BS1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1609
 BS1609.The geoid height was determined by GEOID03.
 BS1609
 BS1609;                    North         East     Units Scale Factor Converg.
 BS1609;SPC GA E     -   147,164.084   179,093.593   MT  0.99990539   -0 06 51.2
 BS1609;SPC GA E     -   482,820.83    587,576.23   sFT  0.99990539   -0 06 51.2
 BS1609;UTM  17      - 3,466,714.230   368,099.174   MT  0.99981459   -0 43 15.3
 BS1609
 BS1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1609!SPC GA E     -   0.99999630  x   0.99990539  =   0.99990169
 BS1609!UTM  17      -   0.99999630  x   0.99981459  =   0.99981089
 BS1609
 BS1609|---------------------------------------------------------------------|
 BS1609| PID    Reference Object                     Distance      Geod. Az  |
 BS1609|                                                           dddmmss.s |
 BS1609| CS6046 CASON RM 4                           35.737 METERS 00919     |
 BS1609| BS1769 CASON AZ MK                         300.951 METERS 07906     |
 BS1609| BS1587 BLACKSHEAR TANK TOP C OF PIPE       APPROX.14.4 KM 1001657.4 |
 BS1609| BS1585 BLACKSHEAR CONCRETE STANDPIPE       APPROX.14.6 KM 1003002.2 |
 BS1609| CS6047 CASON RM 5                           15.762 METERS 18641     |
 BS1609| CW4754 CASON RM 1                           27.907 METERS 23538     |
 BS1609| BS1610 BICKLEY                             APPROX.15.5 KM 2942225.9 |
 BS1609| CW4755 CASON RM 2                           30.075 METERS 32442     |
 BS1609| CW4756 CASON RM 3                           30.352 METERS 32509     |
 BS1609|---------------------------------------------------------------------|
 BS1609
 BS1609                          SUPERSEDED SURVEY CONTROL
 BS1609
 BS1609  NAD 83(1986)-  31 19 38.56927(N)    082 23 10.85797(W) AD(       ) 1
 BS1609  NAD 27      -  31 19 37.79500(N)    082 23 11.40800(W) AD(       ) 1
 BS1609
 BS1609.Superseded values are not recommended for survey control.
 BS1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1609.See file dsdata.txt to determine how the superseded data were derived.
 BS1609
 BS1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ6809966714(NAD 83)
 BS1609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BS1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BS1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BS1609+STABILITY: SURFACE MOTION
 BS1609
 BS1609  HISTORY     - Date     Condition        Report By
 BS1609  HISTORY     - 1935     MONUMENTED       CGS
 BS1609  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BS1609  HISTORY     - 1980     GOOD             NGS
 BS1609
 BS1609                          STATION DESCRIPTION
 BS1609
 BS1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1609'ABOUT 8.8 MILES (BY ROAD) NORTHWEST OF WAYCROSS, ON PROPERTY
 BS1609'BELONGING TO R.L. CASON, ABOUT 0.05 MILE SOUTH OF EAST-WEST ROAD,
 BS1609'60 YARDS NORTH OF HOUSE ON EAST SIDE OF LANE AND 2 FEET FROM EAST
 BS1609'FENCE OF LANE.  TO REACH FROM WAYCROSS AT INTERSECTION OF STATE
 BS1609'HIGHWAY 38 AND U.S. HIGHWAY 1, GO NORTH 3.5 MILES ON U.S. HIGHWAY 1
 BS1609'TO LEFT TURN.  CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR 3.1 MILES
 BS1609'TO RIVER BRIDGE.  CONTINUE STRAIGHT AHEAD 1.5 MILES ON GRADED ROAD
 BS1609'TO ATLANTA, BIRMINGHAM AND COAST RAILROAD.  CROSS RAILROAD AND TAKE
 BS1609'SAND ROAD (MAIN-TRAVELED ROAD) NORTH FOR 0.7 MILE THROUGH WOODS TO
 BS1609'CASONS HOUSE AND STATION.  SURFACE AND UNDERGROUND MARKS ARE
 BS1609'STANDARD DISKS IN CONCRETE.  UPPER MARK PROJECTS 2 INCHES.  REFERENCE
 BS1609'AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 BS1609'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS 13 PACES WEST
 BS1609'OF CENTER LINE OF LANE AND 91.55 FEET SOUTHWEST OF STATION
 BS1609'S 55 DEG 39 MIN W.  NO. 2 PROJECTS 8 INCHES, IS IN SAME FENCE
 BS1609'LINE AS REFERENCE MARK NO. 1, 13 PACES WEST OF CENTER LINE OF LANE
 BS1609'AND 98.69 FEET NORTHWEST OF STATION N 35 DEG 18 MIN W.
 BS1609'AZIMUTH MARK PROJECTS 6 INCHES, IS 10 PACES SOUTH OF CENTER LINE
 BS1609'OF ROAD AND 0.25 MILE EAST OF STATION S 77 DEG 03 MIN E.
 BS1609'TO REACH FROM STATION, GO NORTH 0.05 MILE TO T-ROAD AND
 BS1609'TURN RIGHT 0.25 MILE TO MARK.
 BS1609
 BS1609                          STATION RECOVERY (1969)
 BS1609
 BS1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 BS1609'THE STATION MARK WAS RECOVERED AND FOUND TO BE LEANING, IT WAS RESET
 BS1609'OVER THE SUB-SURFACE MARK AT THIS DATE.  THE STATION IS LOCATED ABOUT
 BS1609'10 MILES WEST OF BLACKSHEAR AND ABOUT 9 MILES NORTH OF WAYCROSS, ON
 BS1609'PROPERTY OWNED BY MR. QUITMAN L. CASON, 207 FT. NORTH OF THE
 BS1609'NORTHEAST CORNER OF PORCH TO CASON RESIDENCE, 120 FEET SOUTH OF A
 BS1609'TELEPHONE POLE AND 32 FEET EAST OF THE CENTER DRIVEWAY LEADING TO THE
 BS1609'HOUSE.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 BS1609'STAMPED CASON 1935.
 BS1609'
 BS1609'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION, 118 FT.  NORTH
 BS1609'OF POWER POLE WITH LIGHT, 30 FT. WEST OF THE CENTER LINE OF THE
 BS1609'DRIVEWAY AND ON THE EAST EDGE OF A CULTIVATED FIELD.  THE MONUMENT
 BS1609'PROJECTS 5 INCHES AND THE DISK IS STAMPED CASON NO 1 1935.
 BS1609'
 BS1609'REFERENCE MARK NO. 2 WAS FOUND DESTROYED, LEANING ABOUT 45 DEGREES, A
 BS1609'NEW REFERENCE MARK WAS ESTABLISHED, USING THE OLD MONUMENT.
 BS1609'
 BS1609'REFERENCE MARK NO. 3 IS 206.5 FT. NORTH OF POWER POLE, 38 FEET WEST
 BS1609'OF THE CENTER LINE OF THE DRIVEWAY AND AT THE EAST EDGE OF A
 BS1609'CULTIVATED FIELD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 BS1609'STAMPED CASON NO 3 1969.
 BS1609'
 BS1609'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND, PROBABLY HAS BEEN
 BS1609'DESTROYED BY WIDENING OF THE ROAD.
 BS1609'
 BS1609'TO REACH THE STATION FROM THE COURT HOUSE IN BLACKSHEAR, GO NORTH
 BS1609'0.05 MILE ON STATE HIGHWAY 121 TO THE JUNCTION OF STATE ROUTE 203,
 BS1609'TURN LEFT, FOLLOW ROUTE 203 FOR 0.4 MILE TO A STOP-LIGHT, HERE TURN
 BS1609'RIGHT AND FOLLOW ROUTE 203 FOR 0.3 MILE TO A CROSSROAD (CARTER
 BS1609'STREET), TURN LEFT, GO WEST FOR 6.7 MILES ON A PAVED ROAD TO A
 BS1609'CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A DRIVEWAY ON
 BS1609'THE LEFT TO MR. CASONS HOUSE, FOLLOW THE DRIVEWAY ABOUT 0.05 MILE
 BS1609'TO THE STATION ON THE LEFT.
 BS1609
 BS1609                          STATION RECOVERY (1980)
 BS1609
 BS1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BS1609'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOO
 BS1609'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED.  REFERENCE MARKS 4
 BS1609'AND 5 WERE ESTABLISHED AT THIS TIME.  AN AZIMUTH MARK WAS ESTABLISHED
 BS1609'AND A POLARIS OBSERVATION WAS OBSERVED.  THE DISTANCE TO REFERENCE
 BS1609'MARK 3 WAS FOUND SHORTER THAN THE 1969 RECOVERY NOTE BY 0.05 FT OR
 BS1609'0.025 METER.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 BS1609'
 BS1609'THE STATION IS LOCATED ABOUT 14.4 KM WEST OF BLACKSHEAR, 14.4 KM
 BS1609'NORTH OF WAYCROSS AND ON PROPERTY OF MR MARLIN CASON.
 BS1609'
 BS1609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 BS1609'HIGHWAYS 121 AND 19 IN THE NORTHWEST PART OF BLACKSHEAR AT THE COURT
 BS1609'HOUSE, GO NORTH ON STATE HIGHWAY 121 FOR 0.1 KM TO THE JUNCTION OF
 BS1609'SSTATE ROUTE 203.  TURN LEFT AND FOLLOW STATE ROUTE 203 FOR 0.7 KM TO
 BS1609'CROSSROAD.  TURN RIGHT AND FOLLOW STATE ROUTE 203 FOR 0.5 KM TO A
 BS1609'CROSSROAD (CARTER STREET).  TURN LEFT AND GO WEST FOR 10 KM TO AN
 BS1609'ASPHALT ROAD ON LEFT.  CONTINUE WESTERLY ON ASPHALT ROAD FOR 3.2 KM
 BS1609'TO THE AZIMUTH MARK ON RIGHT.  CONTINUE NORTHWEST AND WEST FOR 0.4 KM
 BS1609'TO DRIVEWAY ON LEFT BETWEEN TWO TABACCO BARNS.  TURN LEFT AND GO UP
 BS1609'GRADE FOR 0.2 KM TO STATION ON LEFT.
 BS1609'
 BS1609'THE STATION IS A STANDARD CGS DISK STAMPED--CASON 1935--SET IN THE TO
 BS1609'OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 BS1609'GROUND.  THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--CASON
 BS1609'1935--IMBEDDED IN THE GROUND.
 BS1609'
 BS1609'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED--CASON 1935 NO 3
 BS1609'1969--SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT PROJECTED
 BS1609'6 INCHES ABOVE THE GROUND.
 BS1609'
 BS1609'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED--CASON 1935 NO 4
 BS1609'1980--SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT PROJECTED
 BS1609'3 INCHES ABOVE THE GROUND.
 BS1609'
 BS1609'REFERENCE MARK NO 5 IS A STANDARD DISK STAMPED--CASON 1935 NO 5
 BS1609'1980--SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH
 BS1609'THE SURFACE OF THE GROUND.
 BS1609'
 BS1609'AZIMUTH MARK NO 1 IS A STANDARD DISK STAMPED--CASON 1935 1980--SET IN
 BS1609'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 BS1609'THE GROUND.
 BS1609'
 BS1609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON DRIVEWAY
 BS1609'FOR 0.1 MI TO ASPHALT ROAD.  TURN RIGHT AND GO EASTERLY FOR 0.2 MI TO
 BS1609'MARK ON LEFT ON OUTSIDE OF CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1825 ***********************************************************************
 EE1825  DESIGNATION -  CASS
 EE1825  PID         -  EE1825
 EE1825  STATE/COUNTY-  GA/BARTOW
 EE1825  USGS QUAD   -  ADAIRSVILLE (1972)
 EE1825
 EE1825                         *CURRENT SURVEY CONTROL
 EE1825  ___________________________________________________________________
 EE1825* NAD 83(1994)-  34 17 48.35617(N)    084 55 10.26634(W)     ADJUSTED  
 EE1825* NAVD 88     -       340.1    (meters)    1116.     (feet)  VERTCON   
 EE1825  ___________________________________________________________________
 EE1825  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EE1825  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 EE1825
 EE1825  HORZ ORDER  -  FIRST
 EE1825
 EE1825.The horizontal coordinates were established by classical geodetic methods
 EE1825.and adjusted by the National Geodetic Survey in September 1997..
 EE1825
 EE1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1825
 EE1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1825
 EE1825.The geoid height was determined by GEOID03.
 EE1825
 EE1825;                    North         East     Units Scale Factor Converg.
 EE1825;SPC GA W     -   476,675.711   630,696.951   MT  0.99995918   -0 25 27.2
 EE1825;SPC GA W     - 1,563,893.56  2,069,211.58   sFT  0.99995918   -0 25 27.2
 EE1825;UTM  16      - 3,797,020.897   691,472.737   MT  1.00005193   +1 10 21.6
 EE1825
 EE1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1825!SPC GA W     -   0.99995121  x   0.99995918  =   0.99991039
 EE1825!UTM  16      -   0.99995121  x   1.00005193  =   1.00000313
 EE1825
 EE1825|---------------------------------------------------------------------|
 EE1825| PID    Reference Object                     Distance      Geod. Az  |
 EE1825|                                                           dddmmss.s |
 EE1825| CZ4729 CASS RM 1                            19.841 METERS 01806     |
 EE1825| EE1821 ADAIRSVILLE ATT MICROWAVE           APPROX. 3.0 KM 0384508.2 |
 EE1825| CZ4730 CASS RM 2                            23.291 METERS 08919     |
 EE1825| EE1785 CARTERSVILLE E Z MILLS TANK         APPROX.17.4 KM 1404650.1 |
 EE1825| EE1787 CASSVILLE LOT                       APPROX. 7.7 KM 1410041.3 |
 EE1825| EE1792 CARTERSVILLE GOODYEAR CO STACK      APPROX.16.1 KM 1441302.3 |
 EE1825| EE1790 CARTERSVILLE GOODYEAR CO TANK       APPROX.16.0 KM 1444059.9 |
 EE1825| CZ4731 CASS RM 3                                          2820208.2 |
 EE1825| EE2103 SHANNON ATT MICROWAVE               APPROX.12.8 KM 2911056.7 |
 EE1825| EE1824 ADAIRSVILLE KUHLMAN MILL TANK       APPROX. 8.5 KM 3524818.9 |
 EE1825| EE1832 AIRPORT BCN TOM B DAVID APT         APPROX.17.6 KM 3544452.2 |
 EE1825|---------------------------------------------------------------------|
 EE1825
 EE1825                          SUPERSEDED SURVEY CONTROL
 EE1825
 EE1825  NAD 83(1994)-  34 17 48.36044(N)    084 55 10.26882(W) AD(       ) 1
 EE1825  NAD 83(1986)-  34 17 48.36161(N)    084 55 10.26788(W) AD(       ) 1
 EE1825  NAD 27      -  34 17 48.02820(N)    084 55 10.47703(W) AD(       ) 1
 EE1825  NGVD 29 (07/19/86)  340.1    (m)         1116.     (f) VERT ANG       
 EE1825
 EE1825.Superseded values are not recommended for survey control.
 EE1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1825.See file dsdata.txt to determine how the superseded data were derived.
 EE1825
 EE1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC9147397021(NAD 83)
 EE1825_MARKER: DS = TRIANGULATION STATION DISK
 EE1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1825
 EE1825  HISTORY     - Date     Condition        Report By
 EE1825  HISTORY     - 1972     MONUMENTED       NGS
 EE1825
 EE1825                          STATION DESCRIPTION
 EE1825
 EE1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1825'THE STATION IS LOCATED 11 MILES NORTHWEST OF CARTERSVILLE, 5
 EE1825'MILES SOUTH OF ADAIRSVILLE, 2 MILES WEST OF U.S. HIGHWAY 41,
 EE1825'ON CASS MOUNTAIN WHICH IS OWNED BY THE GEORGIA KRAFT
 EE1825'CORPORATION.  THIS AREA HAS BEEN COMPLETELY CUT OVER,
 EE1825'LEAVING VERY FEW FULL-GROWN TREES.
 EE1825'
 EE1825'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 41 AND
 EE1825'STATE HIGHWAY 140 AT THE NORTH EDGE OF ADAIRSVILLE, GO WEST
 EE1825'ON HIGHWAY 140 FOR 0.45 MILE TO A ROAD LEFT, JUST WEST OF A
 EE1825'RAILROAD OVERPASS.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD
 EE1825'FOR 5.3 MILES TO A ROAD RIGHT AT A SMALL BP GAS STATION AND
 EE1825'REFERENCE MARK 3 ON THE RIGHT.  CONTINUE SOUTH FOR 0.05 MILE
 EE1825'TO A ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.1 MILE, CROSSING
 EE1825'RAILROAD TRACKS, THEN RIGHT, SOUTH, FOR 0.05 MILE TO A DIRT
 EE1825'ROAD LEFT.  TURN LEFT AND GO EAST ON THE MAIN DIRT ROAD FOR
 EE1825'1.55 MILES TO A TRACK ROAD ON THE RIGHT AT UTILITY POLE 27.
 EE1825'TURN SHARP RIGHT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.3 MILE
 EE1825'TO A LOW RIDGE CREST AND A 14-INCH TRIANGULAR-BLAZED PINE
 EE1825'TREE ON THE RIGHT.  CONTINUE SOUTHERLY ON THE TRACK ROAD
 EE1825'FOR 0.3 MILE TO TWO PINE TREES, ONE ON EACH SIDE OF THE
 EE1825'ROAD ABOUT 30 FEET FROM THE ROAD CENTER, AND STATION ON THE
 EE1825'LEFT.
 EE1825'
 EE1825'STATION MARKS ARE STANDARD DISKS STAMPED CASS 1972.  THE
 EE1825'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 EE1825'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS
 EE1825'34 FEET NORTH-NORTHWEST OF THE 14-INCH PINE TREE ON THE EAST
 EE1825'SIDE OF THE ROAD, 23.5 FEET EAST OF THE TRACK ROAD, AND 4.8
 EE1825'FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 EE1825'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36
 EE1825'INCHES BELOW GROUND.
 EE1825'
 EE1825'REFERENCE MARK 1, A STANDARD DISK STAMPED CASS NO 1 1972, IS
 EE1825'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1825'THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 68.6 FEET NORTH
 EE1825'OF THE WITNESS POST, AND 25 FEET EAST OF THE CENTER OF THE ROAD.
 EE1825'
 EE1825'REFERENCE MARK 2, A STANDARD DISK STAMPED CASS NO 2 1972, IS SET
 EE1825'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EE1825'4 INCHES ABOVE GROUND.  IT IS 80.8 FEET EAST OF THE WITNESS POST.
 EE1825'
 EE1825'REFERENCE MARK 3, A STANDARD DISK STAMPED CASS NO 3 1972, IS
 EE1825'CEMENTED FLUSH IN A DRILL HOLE IN A 5 X 8 FOOT CONCRETE SLAB
 EE1825'ON THE SOUTH SIDE OF THE CINDERBLOCK BUILDING.  IT IS 16.7
 EE1825'FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 EE1825'8.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER, AND 4.2 FEET SOUTH
 EE1825'OF THE WALL.  THE DISK IS IN THE SOUTHEAST CORNER OF THE SLAB.
 EE1825'
 EE1825'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1511 ***********************************************************************
 BS1511  DESIGNATION -  CASTLEBERRY
 BS1511  PID         -  BS1511
 BS1511  STATE/COUNTY-  GA/WILCOX
 BS1511  USGS QUAD   -  AMBOY (1974)
 BS1511
 BS1511                         *CURRENT SURVEY CONTROL
 BS1511  ___________________________________________________________________
 BS1511* NAD 83(1994)-  31 51 06.34184(N)    083 31 17.49073(W)     ADJUSTED  
 BS1511* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 BS1511  ___________________________________________________________________
 BS1511  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BS1511  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BS1511
 BS1511  HORZ ORDER  -  FIRST
 BS1511
 BS1511.The horizontal coordinates were established by classical geodetic methods
 BS1511.and adjusted by the National Geodetic Survey in September 1997..
 BS1511
 BS1511.The orthometric height was scaled from a topographic map.
 BS1511
 BS1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1511
 BS1511.The geoid height was determined by GEOID03.
 BS1511
 BS1511;                    North         East     Units Scale Factor Converg.
 BS1511;SPC GA W     -   205,462.416   761,053.790   MT  0.99994596   +0 20 25.7
 BS1511;SPC GA W     -   674,087.94  2,496,890.64   sFT  0.99994596   +0 20 25.7
 BS1511;UTM  17      - 3,526,776.435   261,411.696   MT  1.00030210   -1 19 52.7
 BS1511
 BS1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1511!SPC GA W     -   0.99998512  x   0.99994596  =   0.99993108
 BS1511!UTM  17      -   0.99998512  x   1.00030210  =   1.00028721
 BS1511
 BS1511|---------------------------------------------------------------------|
 BS1511| PID    Reference Object                     Distance      Geod. Az  |
 BS1511|                                                           dddmmss.s |
 BS1511| CW3453 CASTLEBERRY RM 3                     46.354 METERS 01139     |
 BS1511| CW3451 CASTLEBERRY RM 1                     46.357 METERS 01139     |
 BS1511| BS1351 ROCHELLE ALUMINUM WATER TANK        APPROX.12.5 KM 0284948.5 |
 BS1511| CW3452 CASTLEBERRY RM 2                     44.653 METERS 10502     |
 BS1511| CW3450 CASTLEBERRY AZ MK                                  1780055.3 |
 BS1511| BS1515 PAYNE                               APPROX.14.8 KM 1780315.1 |
 BS1511| BS1522 ASHBURN ALUMINUM MUN TANK           APPROX.20.5 KM 2180528.0 |
 BS1511|---------------------------------------------------------------------|
 BS1511
 BS1511                          SUPERSEDED SURVEY CONTROL
 BS1511
 BS1511  NAD 83(1986)-  31 51 06.34661(N)    083 31 17.49309(W) AD(       ) 1
 BS1511  NAD 27      -  31 51 05.70000(N)    083 31 17.90200(W) AD(       ) 1
 BS1511
 BS1511.Superseded values are not recommended for survey control.
 BS1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1511.See file dsdata.txt to determine how the superseded data were derived.
 BS1511
 BS1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR6141226776(NAD 83)
 BS1511_MARKER: DS = TRIANGULATION STATION DISK
 BS1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1511
 BS1511  HISTORY     - Date     Condition        Report By
 BS1511  HISTORY     - 1935     MONUMENTED       CGS
 BS1511  HISTORY     - 1974     SEE DESCRIPTION  NGS
 BS1511
 BS1511                          STATION DESCRIPTION
 BS1511
 BS1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BS1511'ABOUT 2 MILES EAST OF DOUBLE RUN, ABOUT 1/4 MILE NORTH OF
 BS1511'TURNER-WILCOX COUNTY LINE, ON PROPERTY BELONGING TO M.M.
 BS1511'CASTLEBERRY OF ASHBURN, 50 FEET NORTH OF NORTHEAST CORNER OF
 BS1511'CULTIVATED FIELD, 46 FEET SOUTHEAST OF 12-INCH TRIANGULAR-BLAZED
 BS1511'PINE TREE, AND 25 FEET NORTH OF CENTER LINE OF DIM ROAD.  TO REACH
 BS1511'FROM ATLANTA, BIRMINGHAM AND COAST RAILROAD STATION AT REBECCA, GO
 BS1511'NORTHWEST 0.2 MILE ON ROAD PARALLEL TO AND ON NORTHEAST SIDE OF
 BS1511'TRACKS.  TURN RIGHT 0.9 MILE ON MAIN-TRAVELED ROAD TO T-ROAD.
 BS1511'TURN LEFT 3.2 MILES ON MAIN ROAD TO T-ROAD.  TURN LEFT 0.1 MILE TO
 BS1511'SOUTHEAST CORNER OF CULTIVATED FIELD.  TURN RIGHT 0.2 MILE ON DIM
 BS1511'ROAD ALONG EAST SIDE OF CULTIVATED FIELD TO NORTHEAST CORNER OF
 BS1511'FIELD AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 BS1511'DISKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT 6 INCHES.
 BS1511'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND CONCRETE
 BS1511'MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES, IS IN
 BS1511'FIELD OF SECOND GROWTH OF PINE TREES, 10 YARDS EAST OF 14-INCH PINE
 BS1511'TREE AND 152.09 FEET NORTH-NORTHEAST OF STATION N 11 DEG
 BS1511'39 MIN E.  NO. 2 PROJECTS ABOUT 6 INCHES, IS 4 FEET SOUTH OF CENTER
 BS1511'LINE OF DIM ROAD AND 146.51 FEET EAST-SOUTHEAST OF STATION S 74
 BS1511'DEG 58 MIN E.  AZIMUTH MARK PROJECTS ABOUT 3 INCHES, IS ACROSS
 BS1511'ROAD, 32 FEET EAST OF CENTER LINE OF DRIVEWAY TO HOUSE, 22 FEET SOUTH
 BS1511'OF CENTER LINE OF ROAD, 18 FEET NORTH OF NORTH END OF SMALL HOUSE
 BS1511'AND 250 YARDS SOUTH OF STATION S 1 DEG 59 MIN E.
 BS1511
 BS1511                          STATION RECOVERY (1974)
 BS1511
 BS1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 BS1511'RM 2 TO RM 3 NOT MEASURED DUE TO TREES.
 BS1511'
 BS1511'THE STATION UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED
 BS1511'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND HIT AND
 BS1511'LEANING TO THE NORTH.  REFERENCE MARK 1 WAS RESET ABOUT IN ITS
 BS1511'ORIGINAL POSITION AND RESTAMPED NUMBER 3.  AZIMUTH MARK WAS
 BS1511'SEARCHED FOR BUT NOT FOUND.  IT APPARENTLY HAS BEEN DESTROYED, FOR
 BS1511'THE AREA ON THE SOUTH SIDE OF THE ROAD IS NOW CULTIVATED FIELD.
 BS1511'A NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE
 BS1511'UNDERGROUND STATION MARK.  THE DISTANCE TO REFERENCE MARK 2
 BS1511'CHECKED THE ORIGINAL DESCRIPTION.  DUE TO CHANGES, A
 BS1511'COMPLETE NEW DESCRIPTION FOLLOWS.
 BS1511'
 BS1511'STATION IS ABOUT 16 MILES SOUTHEAST OF CORDELE, 12 MILES NORTHEAST
 BS1511'OF ASHBURN AND ON PROPERTY OF THE M.M. CASTLEBERRY FAMILY.
 BS1511'
 BS1511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND
 BS1511'112 IN REBECCA AT THE OLD RAILROAD DEPOT, GO NORTHWEST ON STATE
 BS1511'HIGHWAY 90 AND 112 FOR 0.2 MILE TO WHERE THEY JUNCTION.  TURN RIGHT
 BS1511'AND GO NORTHEAST AND NORTH ON STATE HIGHWAY 112 FOR 1.0 MILE TO A
 BS1511'SIDE DIRT ROAD LEFT, COUNTY ROAD NUMBER 46.  TURN LEFT AND FOLLOW
 BS1511'COUNTY ROAD 46 WEST AND NORTH FOR 3.1 MILES TO A T-ROAD
 BS1511'JUNCTION.  TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.15 MILE TO
 BS1511'A FIELD ENTRANCE ON RIGHT.  TURN RIGHT AND THEN RIGHT AGAIN
 BS1511'FOLLOWING TO THE NORTH SIDE OF THE ROAD DITCH AND GO EAST 0.05
 BS1511'MILE.  TURN LEFT AND GO NORTH FOLLOWING ALONG THE EAST SIDE OF
 BS1511'THE FIELD AND GOING UPHILL FOR 0.3 MILE TO THE NORTHEAST CORNER
 BS1511'OF THE FIELD AND THE STATION.
 BS1511'
 BS1511'STATION MARK, A STANDARD DISK STAMPED CASTLEBERRY 1935 1974, IS
 BS1511'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 BS1511'SET 3 INCHES BELOW THE GROUND SURFACE.  IT IS 85 FEET
 BS1511'NORTH-NORTHWEST OF A 24-INCH PINE TREE WITH A TRIANGLE BLAZE ON
 BS1511'IT, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CULTIVATED
 BS1511'FIELD, 25 FEET NORTHWEST OF A METAL WITNESS POST, 25 FEET
 BS1511'SOUTHWEST OF A METAL WITNESS POST, 22 FEET WEST OF A WIRE FENCE
 BS1511'AND 14 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD.  THE
 BS1511'UNDERGROUND STATION MARK, IS A STANDARD DISK STAMPED CASTLEBERRY
 BS1511'1935, IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT
 BS1511'IS 30-INCHES BELOW THE GROUND SURFACE.
 BS1511'
 BS1511'REFERENCE MARK 2, A STANDARD DISK STAMPED CASTLEBERRY NO 2 1935,
 BS1511'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BS1511'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 38.5 FEET EAST
 BS1511'OF A WIRE FENCE, 18 FEET EAST OF AN 18-INCH TRIANGLE BLAZED PINE
 BS1511'TREE, AND 1.9 FEET WEST OF A METAL WITNESS POST.
 BS1511'
 BS1511'REFERENCE MARK 3, A STANDARD DISK STAMPED CASTLEBERRY NO 3 1935
 BS1511'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BS1511'THAT PROJECTS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET
 BS1511'SOUTHWEST OF A 15-INCH TRIANGLE BLAZED PINE TREE, 1.5 FEET SOUTH
 BS1511'OF A METAL WITNESS POST AND AT THE WEST SIDE OF AN OLD DIM TRACK
 BS1511'ROAD TO THE NORTH.
 BS1511'
 BS1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BS1511'3 MILES NORTHWEST OF REBECCA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1160 ***********************************************************************
 BR1160  DESIGNATION -  CAT
 BR1160  PID         -  BR1160
 BR1160  STATE/COUNTY-  GA/LIBERTY
 BR1160  USGS QUAD   -  SAPELO SOUND (1979)
 BR1160
 BR1160                         *CURRENT SURVEY CONTROL
 BR1160  ___________________________________________________________________
 BR1160* NAD 83(1994)-  31 41 54.06628(N)    081 08 09.70381(W)     ADJUSTED  
 BR1160* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1160  ___________________________________________________________________
 BR1160  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BR1160  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 BR1160
 BR1160  HORZ ORDER  -  THIRD
 BR1160
 BR1160.The horizontal coordinates were established by classical geodetic methods
 BR1160.and adjusted by the National Geodetic Survey in September 1997..
 BR1160
 BR1160.The orthometric height was scaled from a topographic map.
 BR1160
 BR1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1160
 BR1160.The geoid height was determined by GEOID03.
 BR1160
 BR1160;                    North         East     Units Scale Factor Converg.
 BR1160;SPC GA E     -   188,733.930   297,698.303   MT  1.00001768   +0 32 29.7
 BR1160;SPC GA E     -   619,204.57    976,698.52   sFT  1.00001768   +0 32 29.7
 BR1160;UTM  17      - 3,507,009.095   487,109.457   MT  0.99960205   -0 04 17.3
 BR1160
 BR1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1160!SPC GA E     -   1.00000475  x   1.00001768  =   1.00002243
 BR1160!UTM  17      -   1.00000475  x   0.99960205  =   0.99960679
 BR1160
 BR1160                          SUPERSEDED SURVEY CONTROL
 BR1160
 BR1160  NAD 83(1986)-  31 41 54.08212(N)    081 08 09.71021(W) AD(       ) 3
 BR1160  NAD 27      -  31 41 53.28000(N)    081 08 10.36000(W) AD(       ) 3
 BR1160
 BR1160.Superseded values are not recommended for survey control.
 BR1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1160.See file dsdata.txt to determine how the superseded data were derived.
 BR1160
 BR1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8710907009(NAD 83)
 BR1160
 BR1160  HISTORY     - Date     Condition        Report By
 BR1160  HISTORY     - 1934     FIRST OBSERVED   CGS
 BR1160  HISTORY     - 1952     MARK NOT FOUND   CGS
 BR1160
 BR1160                          STATION DESCRIPTION
 BR1160
 BR1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1160'STATION ESTABLISHED ON THE NORTH POINT OF ST. CATHERINES
 BR1160'ISLAND AT THE OUTSIDE LIMIT OF THE HYDROGRAPHY TO GIVE A LEFT
 BR1160'OBJECT FOR CONTROL OF SUCH HYDROGRAPHY.  IT IS LOCATED IN
 BR1160'SANDY GROUND AND IS NOT EXPECTED TO REMAIN LONG.
 BR1160'
 BR1160'MARKED, THEREFORE ONLY BY A 4 IN X 4 IN CYPRESS STAKE, WITH
 BR1160'NO R.M.S.
 BR1160
 BR1160                          STATION RECOVERY (1952)
 BR1160
 BR1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1160'THE STATION WAS MARKED BY A 4- BY 4-IN. WOODEN STAKE WHICH
 BR1160'WAS NOT RECOVERED.  IT SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1156 ***********************************************************************
 BR1156  DESIGNATION -  CAT 2
 BR1156  PID         -  BR1156
 BR1156  STATE/COUNTY-  GA/LIBERTY
 BR1156  USGS QUAD   -  SAPELO SOUND (1979)
 BR1156
 BR1156                         *CURRENT SURVEY CONTROL
 BR1156  ___________________________________________________________________
 BR1156* NAD 83(1994)-  31 42 04.89747(N)    081 08 37.88080(W)     ADJUSTED  
 BR1156* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1156  ___________________________________________________________________
 BR1156  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BR1156  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 BR1156
 BR1156  HORZ ORDER  -  THIRD
 BR1156
 BR1156.The horizontal coordinates were established by classical geodetic methods
 BR1156.and adjusted by the National Geodetic Survey in September 1997..
 BR1156
 BR1156.The orthometric height was scaled from a topographic map.
 BR1156
 BR1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1156
 BR1156.The geoid height was determined by GEOID03.
 BR1156
 BR1156;                    North         East     Units Scale Factor Converg.
 BR1156;SPC GA E     -   189,060.539   296,953.190   MT  1.00001590   +0 32 15.1
 BR1156;SPC GA E     -   620,276.12    974,253.92   sFT  1.00001590   +0 32 15.1
 BR1156;UTM  17      - 3,507,343.519   486,368.189   MT  0.99960229   -0 04 32.1
 BR1156
 BR1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1156!SPC GA E     -   1.00000490  x   1.00001590  =   1.00002080
 BR1156!UTM  17      -   1.00000490  x   0.99960229  =   0.99960719
 BR1156
 BR1156:                Primary Azimuth Mark                     Grid Az
 BR1156:SPC GA E     -  YELLOW BLUFF RESET                       276 03 40.4
 BR1156:UTM  17      -  YELLOW BLUFF RESET                       276 40 27.6
 BR1156
 BR1156|---------------------------------------------------------------------|
 BR1156| PID    Reference Object                     Distance      Geod. Az  |
 BR1156|                                                           dddmmss.s |
 BR1156| BR1153 YELLOW BLUFF RESET                  APPROX. 9.0 KM 2763555.5 |
 BR1156|---------------------------------------------------------------------|
 BR1156
 BR1156                          SUPERSEDED SURVEY CONTROL
 BR1156
 BR1156  NAD 83(1986)-  31 42 04.91398(N)    081 08 37.88748(W) AD(       ) 3
 BR1156  NAD 27      -  31 42 04.11900(N)    081 08 38.53700(W) AD(       ) 3
 BR1156
 BR1156.Superseded values are not recommended for survey control.
 BR1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1156.See file dsdata.txt to determine how the superseded data were derived.
 BR1156
 BR1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8636807344(NAD 83)
 BR1156_MARKER: Z = SEE DESCRIPTION
 BR1156_SETTING: 0 = UNSPECIFIED SETTING
 BR1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BR1156
 BR1156  HISTORY     - Date     Condition        Report By
 BR1156  HISTORY     - 1913     MONUMENTED       CGS
 BR1156  HISTORY     - 1925     MARK NOT FOUND   CGS
 BR1156  HISTORY     - 1933     MARK NOT FOUND   CGS
 BR1156
 BR1156                          STATION DESCRIPTION
 BR1156
 BR1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CMC)
 BR1156'ON THE NORTH END OF ST. CATHERINE ISLAND.  THE STATION IS MARKED
 BR1156'BY A 2 BY 4 INCH STUD.
 BR1156
 BR1156                          STATION RECOVERY (1925)
 BR1156
 BR1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (FSB)
 BR1156'STATION UNRECOVERABLE.
 BR1156
 BR1156                          STATION RECOVERY (1933)
 BR1156
 BR1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1156'LOST.  THE 2 X 4 WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1159 ***********************************************************************
 BR1159  DESIGNATION -  CAT 3
 BR1159  PID         -  BR1159
 BR1159  STATE/COUNTY-  GA/LIBERTY
 BR1159  USGS QUAD   -  SAPELO SOUND (1979)
 BR1159
 BR1159                         *CURRENT SURVEY CONTROL
 BR1159  ___________________________________________________________________
 BR1159* NAD 83(1994)-  31 41 54.34869(N)    081 08 08.63698(W)     ADJUSTED  
 BR1159* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1159  ___________________________________________________________________
 BR1159  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BR1159  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 BR1159
 BR1159  HORZ ORDER  -  THIRD
 BR1159
 BR1159.The horizontal coordinates were established by classical geodetic methods
 BR1159.and adjusted by the National Geodetic Survey in September 1997..
 BR1159
 BR1159.The orthometric height was scaled from a topographic map.
 BR1159
 BR1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1159
 BR1159.The geoid height was determined by GEOID03.
 BR1159
 BR1159;                    North         East     Units Scale Factor Converg.
 BR1159;SPC GA E     -   188,742.894   297,726.313   MT  1.00001775   +0 32 30.3
 BR1159;SPC GA E     -   619,233.98    976,790.41   sFT  1.00001775   +0 32 30.3
 BR1159;UTM  17      - 3,507,017.755   487,137.550   MT  0.99960204   -0 04 16.8
 BR1159
 BR1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1159!SPC GA E     -   1.00000490  x   1.00001775  =   1.00002265
 BR1159!UTM  17      -   1.00000490  x   0.99960204  =   0.99960694
 BR1159
 BR1159:                Primary Azimuth Mark                     Grid Az
 BR1159:SPC GA E     -  BLACK 2                                  174 15 56.2
 BR1159:UTM  17      -  BLACK 2                                  174 52 43.3
 BR1159
 BR1159|---------------------------------------------------------------------|
 BR1159| PID    Reference Object                     Distance      Geod. Az  |
 BR1159|                                                           dddmmss.s |
 BR1159| BR1135 BLACK 2                             APPROX. 3.8 KM 1744826.5 |
 BR1159| BR1161 RAUER                               103.506 METERS 25243     |
 BR1159| BR1158 PINE                                218.934 METERS 29155     |
 BR1159|---------------------------------------------------------------------|
 BR1159
 BR1159                          SUPERSEDED SURVEY CONTROL
 BR1159
 BR1159  NAD 83(1986)-  31 41 54.36539(N)    081 08 08.64351(W) AD(       ) 3
 BR1159  NAD 27      -  31 41 53.57000(N)    081 08 09.29400(W) AD(       ) 3
 BR1159
 BR1159.Superseded values are not recommended for survey control.
 BR1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1159.See file dsdata.txt to determine how the superseded data were derived.
 BR1159
 BR1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8713807018(NAD 83)
 BR1159_MARKER: 61 = POLE
 BR1159
 BR1159  HISTORY     - Date     Condition        Report By
 BR1159  HISTORY     - 1913     FIRST OBSERVED   CGS
 BR1159  HISTORY     - 1933     MARK NOT FOUND   CGS
 BR1159
 BR1159                          STATION DESCRIPTION
 BR1159
 BR1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CMC)
 BR1159'ON THE SAND FLAT OFF THE NORTHEAST POINT OF ST. CATHERINE
 BR1159'ISLAND 80 METERS FROM HIGH-WATER MARK.  THERE IS NO MARK
 BR1159'AT THIS STATION EXCEPT A SIGNAL POLE.
 BR1159
 BR1159                          STATION RECOVERY (1933)
 BR1159
 BR1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1159'LOST.  NOT PERMANENTLY MARKED.  THE SIGNAL POLE COULD NOT
 BR1159'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2086 ***********************************************************************
 CM2086  DESIGNATION -  CATAULA BELL TEL MWV
 CM2086  PID         -  CM2086
 CM2086  STATE/COUNTY-  GA/HARRIS
 CM2086  USGS QUAD   -  MIDLAND (1985)
 CM2086
 CM2086                         *CURRENT SURVEY CONTROL
 CM2086  ___________________________________________________________________
 CM2086* NAD 83(1994)-  32 36 28.90434(N)    084 52 05.81355(W)     ADJUSTED  
 CM2086* NAVD 88     -                                                        
 CM2086  ___________________________________________________________________
 CM2086  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CM2086  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CM2086
 CM2086  HORZ ORDER  -  THIRD
 CM2086
 CM2086.The horizontal coordinates were established by classical geodetic methods
 CM2086.and adjusted by the National Geodetic Survey in September 1997..
 CM2086
 CM2086
 CM2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2086
 CM2086.The geoid height was determined by GEOID03.
 CM2086
 CM2086;                    North         East     Units Scale Factor Converg.
 CM2086;SPC GA W     -   289,353.039   634,149.337   MT  0.99995345   -0 22 41.2
 CM2086;SPC GA W     -   949,319.10  2,080,538.28   sFT  0.99995345   -0 22 41.2
 CM2086;UTM  16      - 3,609,840.208   700,031.613   MT  1.00009342   +1 08 56.9
 CM2086
 CM2086                          SUPERSEDED SURVEY CONTROL
 CM2086
 CM2086  NAD 83(1994)-  32 36 28.90750(N)    084 52 05.81282(W) AD(       ) 4
 CM2086  NAD 83(1986)-  32 36 28.90958(N)    084 52 05.81294(W) AD(       ) 4
 CM2086  NAD 27      -  32 36 28.41791(N)    084 52 06.06725(W) AD(       ) 3
 CM2086
 CM2086.Superseded values are not recommended for survey control.
 CM2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2086.See file dsdata.txt to determine how the superseded data were derived.
 CM2086
 CM2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0003209840(NAD 83)
 CM2086_MARKER: 45 = MICROWAVE TOWER
 CM2086
 CM2086  HISTORY     - Date     Condition        Report By
 CM2086  HISTORY     - 1973     FIRST OBSERVED   NGS
 CM2086
 CM2086                          STATION DESCRIPTION
 CM2086
 CM2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 CM2086'THE STATION IS THE TOP CENTER OF THE COLUMBUS SOUTH CENTRAL BELL
 CM2086'MICROWAVE KVU 81 TOWER.  IT IS A FOUR-LEGGED, STEEL TRUSS-WORK
 CM2086'TOWER, PAINTED ALTERNATELY RED AND WHITE, AND APPROXIMATELY 160
 CM2086'FEET HIGH, WITH TWO LARGE ROUND ANTENNAS ON TOP.
 CM2086'
 CM2086'LOCATED AIRLINE ABOUT 12 MILES NORTHEAST OF COLUMBUS, 9-1/2 MILES
 CM2086'SOUTHWEST OF WAVERLY HALL, AND AT THE SITE OF TRIANGULATION
 CM2086'STATION CATAULA 1930 1954.
 CM2086'
 CM2086'NOTE--A TRAVERSE TIE WAS MADE TO TRIANGULATION STATION CATAULA
 CM2086'1930, THE DISTANCE IS 67.8 FEET, 20.66 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2077 ***********************************************************************
 CM2077  DESIGNATION -  CATAULA RESET
 CM2077  PID         -  CM2077
 CM2077  STATE/COUNTY-  GA/HARRIS
 CM2077  USGS QUAD   -  MIDLAND (1985)
 CM2077
 CM2077                         *CURRENT SURVEY CONTROL
 CM2077  ___________________________________________________________________
 CM2077* NAD 83(1994)-  32 36 29.53835(N)    084 52 06.07228(W)     ADJUSTED  
 CM2077* NAVD 88     -       226.2    (meters)     742.     (feet)  VERTCON   
 CM2077  ___________________________________________________________________
 CM2077  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CM2077  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CM2077
 CM2077  HORZ ORDER  -  FIRST
 CM2077
 CM2077.The horizontal coordinates were established by classical geodetic methods
 CM2077.and adjusted by the National Geodetic Survey in September 1997..
 CM2077
 CM2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2077
 CM2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2077
 CM2077.The geoid height was determined by GEOID03.
 CM2077
 CM2077;                    North         East     Units Scale Factor Converg.
 CM2077;SPC GA W     -   289,372.613   634,142.720   MT  0.99995346   -0 22 41.3
 CM2077;SPC GA W     -   949,383.31  2,080,516.57   sFT  0.99995346   -0 22 41.3
 CM2077;UTM  16      - 3,609,859.602   700,024.476   MT  1.00009338   +1 08 56.8
 CM2077
 CM2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2077!SPC GA W     -   0.99996881  x   0.99995346  =   0.99992227
 CM2077!UTM  16      -   0.99996881  x   1.00009338  =   1.00006219
 CM2077
 CM2077|---------------------------------------------------------------------|
 CM2077| PID    Reference Object                     Distance      Geod. Az  |
 CM2077|                                                           dddmmss.s |
 CM2077| CY9212 CATAULA RM 1                         29.378 METERS 05642     |
 CM2077| CM2071 ELLERSLIE TELECABLE MICROWAVE       APPROX. 7.0 KM 0673612.7 |
 CM2077| CY8759 CATAULA RM 4 AZIMUTH                               1331234.4 |
 CM2077| CM2086 CATAULA BELL TEL MWV                 20.663 METERS 16057     |
 CM2077| CY9215 CATAULA RM 3                         12.431 METERS 19320     |
 CM2077| CM2092 COL GAS LIGHT CO STOR TK            APPROX. 5.4 KM 2370822.1 |
 CM2077| CM2114 MUSCOGEE LOT                        APPROX. 4.8 KM 2373010.7 |
 CM2077| CM2090 FORTSON GA PWR MICROWAVE            APPROX. 4.1 KM 2581016.0 |
 CM2077| CY9213 CATAULA RM 2 RESET                   17.563 METERS 32517     |
 CM2077| CY9214 CATAULA RM 2                                       33625     |
 CM2077| CY8758 CATAULA AZ MK                                      3533128.5 |
 CM2077|---------------------------------------------------------------------|
 CM2077
 CM2077                          SUPERSEDED SURVEY CONTROL
 CM2077
 CM2077  NAD 83(1994)-  32 36 29.54151(N)    084 52 06.07154(W) AD(       ) 1
 CM2077  NAD 83(1986)-  32 36 29.54366(N)    084 52 06.07139(W) AD(       ) 1
 CM2077  NAD 27      -  32 36 29.05200(N)    084 52 06.32600(W) AD(       ) 1
 CM2077  NGVD 29 (07/19/86)  226.2    (m)          742.     (f) VERT ANG       
 CM2077
 CM2077.Superseded values are not recommended for survey control.
 CM2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2077.See file dsdata.txt to determine how the superseded data were derived.
 CM2077
 CM2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0002409860(NAD 83)
 CM2077_MARKER: DS = TRIANGULATION STATION DISK
 CM2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2077
 CM2077  HISTORY     - Date     Condition        Report By
 CM2077  HISTORY     - 1930     MONUMENTED       CGS
 CM2077  HISTORY     - 1932     GOOD             CGS
 CM2077  HISTORY     - 1933     GOOD             CGS
 CM2077  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CM2077  HISTORY     - 1955     GOOD             AMS
 CM2077  HISTORY     - 1974     GOOD             NGS
 CM2077
 CM2077                          STATION DESCRIPTION
 CM2077
 CM2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2077'ABOUT 12 MILES NE OF COLUMBUS, 4 MILES NW OF MIDLAND, AND 4 MILES
 CM2077'S OF CATAULA.  STATION IS ON THE S SIDE OF A T-INTERSECTION IN A
 CM2077'WOOD ROAD, STATION BEING 13 METERS (43 FEET) S OF THIS
 CM2077'INTERSECTION, ON TOP OF A RED CLAY HILL, AMONG SOME YOUNG PINE TREES.
 CM2077'MARK PROJECTS ABOVE THE GROUND ABOUT 4 INCHES.
 CM2077'
 CM2077'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CM2077'SET IN CONCRETE.
 CM2077'
 CM2077'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 5 METERS (16 FEET) N
 CM2077'OF E-W ROAD.
 CM2077'
 CM2077'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 5 METERS (16 FEET) W
 CM2077'OF THE ROAD.
 CM2077'
 CM2077'STATION CAN BE REACHED FROM COLUMBUS BY THE WARM SPRINGS ROAD FOR A
 CM2077'DISTANCE OF 10.5 MILES FROM THE COLUMBUS POST OFFICE.  TURN LEFT AT
 CM2077'THIS POINT AND FOLLOW ROAD IN A NORTHERNLY DIRECTION FOR 4.8 MILES
 CM2077'TO T-INTERSECTION ON TOP OF HILL AND THE STATION IS ON THE S SIDE.
 CM2077'
 CM2077'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CM2077
 CM2077                          STATION RECOVERY (1932)
 CM2077
 CM2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB)
 CM2077'ALL MARKS FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS GOOD.
 CM2077
 CM2077                          STATION RECOVERY (1933)
 CM2077
 CM2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HCW)
 CM2077'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  AN AZIMUTH
 CM2077'MARK WAS ESTABLISHED.
 CM2077'
 CM2077'THE STATION IS ABOUT 12 MILES NE OF COLUMBUS, 4 MILES N OF MIDLAND,
 CM2077'AND 4 MILES S OF CATAULA.  THE STATION IS ON THE S SIDE OF A
 CM2077'T-INTERSECTION ROAD, ON THE HIGHEST POINT OF GROUND 15 FEET S OF
 CM2077'INTERSECTION, AMONG SOME SMALL PINE TREES. THE MARK PROJECTS 4 INCHES
 CM2077'ABOVE THE GROUND.
 CM2077'
 CM2077'REFERENCE MARK NO. 1 IS E OF THE STATION 27 YARDS E OF THE
 CM2077'INTERSECTION, AND 4 YARDS N OF THE OLD ABANDONED ROAD.  THE MARK
 CM2077'PROJECTS 6 INCHES.
 CM2077'
 CM2077'REFERENCE MARK NO. 2 IS N OF THE STATION, 3 FEET N OF THE N BANK
 CM2077'OF THE ROAD AT THE INTERSECTION, 6 FEET NE OF AN 8-INCH PINE TREE.
 CM2077'THE MARK PROJECTS 5 INCHES.
 CM2077'
 CM2077'AZIMUTH MARK (1933) IS N OF THE STATION IN PINES, ABOUT 200 YARDS
 CM2077'N AND ON LINE WITH THE E SIDE OF CULTIVATED FIELDS.  THE MARK
 CM2077'PROJECTS 4 INCHES.
 CM2077'
 CM2077'TO REACH STATION FROM COLUMBUS--FOLLOW STATE HIGHWAY 85 ABOUT 11
 CM2077'MILES TO BULL CREEK BRIDGE, TURN N ON T-ROAD JUST E OF THE BRIDGE
 CM2077'AND FOLLOW OLD ROAD N ABOUT 4 MILES.  TURN RIGHT AT FIRST T-ROAD,
 CM2077'THE STATION IS NEAR THE SECOND T-ROAD.
 CM2077'
 CM2077'NOTE--THE ROAD FROM STATE HIGHWAY 85 IS ROUGH.  THE ROAD IS BETTER
 CM2077'WHEN APPROACHING THE STATION FROM THE CATAULA ROAD, HOWEVER,
 CM2077'DIRECTIONS CANNOT BE GIVEN.
 CM2077'
 CM2077'A 90-FOOT TOWER WAS ERECTED.
 CM2077
 CM2077                          STATION RECOVERY (1954)
 CM2077
 CM2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2077'THE STATION WAS VISITED.  THE SURFACE MARK AND REFERENCE MARK 2
 CM2077'WERE FOUND DESTROYED.  THE DISK FOR REFERENCE MARK 2 WAS RECLAIMED,
 CM2077'NO DISK WAS FOUND FOR THE STATION.  THE SUBSURFACE MARK WAS LOCATED
 CM2077'IN GOOD CONDITION.  THE SUBSURFACE MARK WAS LOWERED IN ITS ORIGINAL
 CM2077'POSITION, AND A NEW SURFACE MARK ESTABLISHED OVER THE SUBSURFACE
 CM2077'MARK.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 CM2077'3 WAS ESTABLISHED.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION, BUT
 CM2077'THE ENTIRE DISTANCE TO THE STATION WOULD HAVE TO BE CLEARED OF
 CM2077'TREES AND UNDERBRUSH TO MAKE IT VISIBLE.  A NEW DESCRIPTION
 CM2077'FOLLOWS--
 CM2077'
 CM2077'THE STATION IS LOCATED ABOUT 12 MI. N OF COLUMBUS, 4 MI. NW OF
 CM2077'MIDLAND, 4 MI. S OF CATAULA, IN THE SW ANGLE OF A T-INTERSECTION,
 CM2077'AND ON THE TOP OF THE HIGHEST HILL IN THE VICINITY.  IT IS 4.5 FT. E
 CM2077'OF A FENCE CORNER, 56 FT. E OF A N-S ROAD, 24 FT.  S OF AN E-W
 CM2077'ROAD, AND 29 FT. N OF A LONE PINE TREE IN A PASTURE.  IT IS A
 CM2077'STANDARD DISK, STAMPED CATAULA 1930 1954 AND PROJECTS 6 IN.
 CM2077'
 CM2077'REFERENCE MARK 1 IS 96.38 FT. NE OF THE STATION, 65 FT. N OF THE E-W
 CM2077'ROAD, 39 FT. SE OF AN OLD WOODS ROAD, 96 FT. E OF A N-S ROAD, AND 10
 CM2077'FT. SW OF A 12-IN. PINE TREE.  IT IS A STANDARD DISK, STAMPED CATAULA
 CM2077'NO 1 1930 AND PROJECTS 3 IN.
 CM2077'
 CM2077'REFERENCE MARK 3 IS 40.89 FT. S OF THE STATION, 96 FT. SE OF THE
 CM2077'ROAD INTERSECTION, 63 FT. S OF AN E-W ROAD, 77 FT.  E OF A N-S ROAD,
 CM2077'14 FT. SW OF THE LONE PINE TREE IN THE PASTURE, AND 3.5 FT. W OF A
 CM2077'FENCE LINE.  IT IS A STANDARD DISK, STAMPED CATAULA 1930 1954 AND
 CM2077'PROJECTS 6 IN.
 CM2077'
 CM2077'THE AZIMUTH MARK IS 0.2 MI. N OF THE STATION, 10 FT. E OF A DIM
 CM2077'WOODS ROAD, 125 FT. W OF A TRACK ROAD, AND 65 PACES N OF AN OLD
 CM2077'TRACK ROAD.  IT IS ON THE W SLOPE OF A PINE-COVERED HILL.  IT IS A
 CM2077'STANDARD DISK, STAMPED CATAULA 1933 AZIMUTH AND PROJECTS 10 IN.
 CM2077'
 CM2077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 100 YDS.  TO A
 CM2077'SIDE ROAD LEFT, TURN LEFT AND GO ABOUT 100 YDS. TO A FORK, TAKE
 CM2077'THE LEFT FORK FOR ABOUT 100 FT. TO A DIM ROAD RIGHT, TURN RIGHT FOR
 CM2077'65 PACES TO THE MARK ON THE RIGHT.
 CM2077'
 CM2077'TO REACH THE STATION FROM CATAULA, GO S ON U.S. HIGHWAY 27 FOR 2.9
 CM2077'MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 2.25 MI. TO A SIDE ROAD
 CM2077'LEFT, TURN LEFT AND GO 0.7 MI. TO A SIDE ROAD RIGHT AND THE
 CM2077'STATION ON THE RIGHT.
 CM2077
 CM2077                          STATION RECOVERY (1955)
 CM2077
 CM2077'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CM2077'STATION RECOVERED AS DESCRIBED.
 CM2077'
 CM2077'REFERENCE MARK 2 DESTROYED BY ROAD GRADER.
 CM2077'
 CM2077'THE STATION IS 390 FEET S-SW OF CENTERLINE NE-SW ROAD AT POINT OF
 CM2077'INTERSECTION WITH PAVEMENT ROAD N, 52 FEET SSE OF CENTERLINE ROAD
 CM2077'INTERSECTION, AND 23 FEET E OF MOST EASTERLY OF GROUP OF PINE
 CM2077'TREES.
 CM2077
 CM2077                          STATION RECOVERY (1974)
 CM2077
 CM2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM2077'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 CM2077'
 CM2077'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 CM2077'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY
 CM2077'H. A. P. IN 1954.  THE DIRECTION TO BOTH REFERENCE MARKS CHECKED
 CM2077'THE 1954 DATA.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 CM2077'SHORTER BY 0.034 OF A METER.  THE DISTANCE TO REFERENCE MARK 1
 CM2077'WAS FOUND TO BE 0.053 OF A METER LONGER THAN THE 1954 DATA BUT
 CM2077'CHECKED THE 1933 DATA.  THE AZIMUTH MARK WILL NO LONGER SEE THE
 CM2077'STATION.  A REFERENCE MARK 4 WAS ESTABLISHED AT THIS
 CM2077'TIME.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CM2077'
 CM2077'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF COLUMBUS, 4
 CM2077'MILES NORTHWEST OF MIDLAND, 4 MILES SOUTH OF CATAULA AND ON
 CM2077'PROPERTY OWNED BY MR. BANELL WOODRUFF OF COLUMBUS, WHOSE TELEPHONE
 CM2077'NUMBER IS 322-6005.
 CM2077'
 CM2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27
 CM2077'ALTERNATE AND STATE HIGHWAY 315, 5.7 MILES SOUTHWEST OF WAVERLY
 CM2077'HALL, GO SOUTHWESTERLY ON HIGHWAY 315 FOR 0.5 MILE TO WHERE THE
 CM2077'HIGHWAY TURNS RIGHT AND A PAVED ROAD GOES STRAIGHT AHEAD.
 CM2077'CONTINUE AHEAD, SOUTHWESTERLY, ON THE PAVED ROAD FOR 0.6 MILE TO A
 CM2077'SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A DIRT ROAD
 CM2077'FOR 3.1 MILE TO A SIDE ROAD, A MICROWAVE TOWER AND THE
 CM2077'STATION ON THE LEFT.
 CM2077'
 CM2077'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CATAULA 1930
 CM2077'1954.  IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CM2077'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET
 CM2077'SOUTHEAST OF THE CENTER OF THE ROAD, 25 FEET SOUTH-SOUTHWEST OF
 CM2077'THE CENTER OF A GRAVELED ROAD AND 28 FEET NORTH-NORTHWEST OF THE
 CM2077'NORTHWEST CORNER OF A CHAIN LINK FENCE.  THE 1954 DATA STATES
 CM2077'THAT A NEW SURFACE MONUMENT WAS SET OVER THE 1930 UNDERGROUND
 CM2077'MARK.
 CM2077'
 CM2077'REFERENCE MARK 1, A STANDARD DISK STAMPED CATAULA NO 1 1930, IS
 CM2077'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2077'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET NORTH-NORTHEAST
 CM2077'OF THE CENTER OF THE ROAD, 42 FEET SOUTH OF THE CENTER OF A TRACK
 CM2077'ROAD AND 10.5 FEET WEST OF A 36 INCH PINE TREE.
 CM2077'
 CM2077'REFERENCE MARK 3, A STANDARD DISK STAMPED CATAULA 1930 NO 3 1954,
 CM2077'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTS
 CM2077'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 27.5 FEET WEST OF THE
 CM2077'NORTHWEST CORNER OF THE FENCE AND 12 FEET NORTHWEST OF THE
 CM2077'FENCE.
 CM2077'
 CM2077'REFERENCE MARK 4, A STANDARD DISK STAMPED CATAULA 1930 NO 4 1973,
 CM2077'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM2077'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET
 CM2077'WEST-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET EAST OF
 CM2077'A WIRE FENCE, 1.5 FEET NORTH OF A UTILITY POLE AND 1 FOOT SOUTH
 CM2077'OF A METAL WITNESS POST.
 CM2077'
 CM2077'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CATAULA
 CM2077'1930 1933 AZIMUTH, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CM2077'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CM2077'100 FEET WEST OF THE CENTER OF A TRACK ROAD AND 10 FEET EAST OF
 CM2077'A DIM TRACK ROAD.
 CM2077'
 CM2077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 CM2077'DIRT ROAD FOR ABOUT 300 FEET TO A SIDE ROAD LEFT.  TURN LEFT AND
 CM2077'GO NORTH ON A TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 CM2077'THE LEFT.
 CM2077'
 CM2077'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTHEAST ON THE
 CM2077'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CM2077'
 CM2077'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 CM2077'
 CM2077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM2077'4 MILES SOUTH OF CATAULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2441 ***********************************************************************
 BD2441  DESIGNATION -  CATES
 BD2441  PID         -  BD2441
 BD2441  STATE/COUNTY-  GA/BROOKS
 BD2441  USGS QUAD   -  OUSLEY (1973)
 BD2441
 BD2441                         *CURRENT SURVEY CONTROL
 BD2441  ___________________________________________________________________
 BD2441* NAD 83(1994)-  30 51 44.74669(N)    083 25 23.15297(W)     ADJUSTED  
 BD2441* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BD2441  ___________________________________________________________________
 BD2441  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BD2441  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BD2441
 BD2441  HORZ ORDER  -  SECOND
 BD2441
 BD2441.The horizontal coordinates were established by classical geodetic methods
 BD2441.and adjusted by the National Geodetic Survey in September 1997..
 BD2441
 BD2441.The orthometric height was scaled from a topographic map.
 BD2441
 BD2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2441
 BD2441.The geoid height was determined by GEOID03.
 BD2441
 BD2441;                    North         East     Units Scale Factor Converg.
 BD2441;SPC GA W     -    95,835.881   771,109.556   MT  0.99996236   +0 22 53.2
 BD2441;SPC GA W     -   314,421.55  2,529,881.93   sFT  0.99996236   +0 22 53.2
 BD2441;UTM  17      - 3,416,869.946   268,311.997   MT  1.00026221   -1 14 36.8
 BD2441
 BD2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2441!SPC GA W     -   0.99999608  x   0.99996236  =   0.99995844
 BD2441!UTM  17      -   0.99999608  x   1.00026221  =   1.00025829
 BD2441
 BD2441|---------------------------------------------------------------------|
 BD2441| PID    Reference Object                     Distance      Geod. Az  |
 BD2441|                                                           dddmmss.s |
 BD2441| CW3454 CATES RM                             28.330 METERS 20352     |
 BD2441| BD2439 EDNA                                APPROX. 1.6 KM 2941850.6 |
 BD2441|---------------------------------------------------------------------|
 BD2441
 BD2441                          SUPERSEDED SURVEY CONTROL
 BD2441
 BD2441  NAD 83(1986)-  30 51 44.74417(N)    083 25 23.16371(W) AD(       ) 2
 BD2441  NAD 27      -  30 51 44.03400(N)    083 25 23.59000(W) AD(       ) 2
 BD2441
 BD2441.Superseded values are not recommended for survey control.
 BD2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2441.See file dsdata.txt to determine how the superseded data were derived.
 BD2441
 BD2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKQ6831216870(NAD 83)
 BD2441_MARKER: DS = TRIANGULATION STATION DISK
 BD2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2441
 BD2441  HISTORY     - Date     Condition        Report By
 BD2441  HISTORY     - 1917     MONUMENTED       CGS
 BD2441
 BD2441                          STATION DESCRIPTION
 BD2441
 BD2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (MEL)
 BD2441'ABOUT 3/4 MILE SOUTH OF MILEPOST 10 ON THE VALDOSTA, MOULTRIE
 BD2441'AND WESTERN RAILWAY ON THE SOUTHWARD TANGENT TO THE CURVE
 BD2441'OF EAST RAIL, 10.37 METERS (34.0 FEET) WEST OF WEST RAIL.
 BD2441'REFERENCE MARK IS NAIL OR BOLT IN CONCRETE MOUND,
 BD2441'38.5 METERS (126 FEET) WEST OF WEST RAIL, 28.33 METERS (92.9
 BD2441'FEET) FROM STATION IN GRID AZIMUTH 23 DEG 29 MIN.  IN 1922
 BD2441'BOTH MARKS WERE REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1403 ***********************************************************************
 CL1403  DESIGNATION -  CAT=O 26
 CL1403  PID         -  CL1403
 CL1403  STATE/COUNTY-  GA/TWIGGS
 CL1403  USGS QUAD   -  MARION (1985)
 CL1403
 CL1403                         *CURRENT SURVEY CONTROL
 CL1403  ___________________________________________________________________
 CL1403* NAD 83(1994)-  32 42 57.28396(N)    083 23 24.48567(W)     ADJUSTED  
 CL1403* NAVD 88     -       165.562  (meters)     543.18   (feet)  POSTED    
 CL1403  ___________________________________________________________________
 CL1403  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CL1403  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CL1403  DYNAMIC HT  -         165.380 (meters)     542.58  (feet)  COMP
 CL1403  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CL1403
 CL1403  HORZ ORDER  -  FIRST
 CL1403  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CL1403
 CL1403.The horizontal coordinates were established by classical geodetic methods
 CL1403.and adjusted by the National Geodetic Survey in September 1997..
 CL1403
 CL1403.The orthometric height was determined by differential leveling
 CL1403.and adjusted by the National Geodetic Survey in 1992..
 CL1403.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CL1403.rate of 2.1 thru 3.0 mm/km.
 CL1403
 CL1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1403
 CL1403.The geoid height was determined by GEOID03.
 CL1403
 CL1403.The dynamic height is computed by dividing the NAVD 88
 CL1403.geopotential number by the normal gravity value computed on the
 CL1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1403.degrees latitude (g = 980.6199 gals.).
 CL1403
 CL1403.The modeled gravity was interpolated from observed gravity values.
 CL1403
 CL1403;                    North         East     Units Scale Factor Converg.
 CL1403;SPC GA W     -   301,365.270   772,794.715   MT  0.99996532   +0 25 11.0
 CL1403;SPC GA W     -   988,729.22  2,535,410.66   sFT  0.99996532   +0 25 11.0
 CL1403;UTM  17      - 3,622,319.922   275,983.539   MT  1.00021884   -1 17 32.4
 CL1403
 CL1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1403!SPC GA W     -   0.99997831  x   0.99996532  =   0.99994363
 CL1403!UTM  17      -   0.99997831  x   1.00021884  =   1.00019714
 CL1403
 CL1403|---------------------------------------------------------------------|
 CL1403| PID    Reference Object                     Distance      Geod. Az  |
 CL1403|                                                           dddmmss.s |
 CL1403| CL3035 CAT RM                               14.873 METERS 12200     |
 CL1403| CL1401 FENCE=Q 26                          APPROX. 1.0 KM 1311805.3 |
 CL1403|---------------------------------------------------------------------|
 CL1403
 CL1403                          SUPERSEDED SURVEY CONTROL
 CL1403
 CL1403  NAD 83(1986)-  32 42 57.27878(N)    083 23 24.49403(W) AD(       ) 1
 CL1403  NAD 27      -  32 42 56.74400(N)    083 23 24.88300(W) AD(       ) 1
 CL1403
 CL1403.Superseded values are not recommended for survey control.
 CL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1403.See file dsdata.txt to determine how the superseded data were derived.
 CL1403
 CL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS7598422320(NAD 83)
 CL1403_MARKER: DS = TRIANGULATION STATION DISK
 CL1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1403
 CL1403  HISTORY     - Date     Condition        Report By
 CL1403  HISTORY     - 1918     MONUMENTED       CGS
 CL1403  HISTORY     - 1934     MARK NOT FOUND   CGS
 CL1403  HISTORY     - 1949     SEE DESCRIPTION  CGS
 CL1403
 CL1403                          STATION DESCRIPTION
 CL1403
 CL1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1403'ABOUT 4-1/4 MILES WEST OF JEFFERSONVILLE, AND 2 MILES EAST
 CL1403'OF RIPLEY, ON THE MACON, DUBLIN AND SAVANNAH RAILWAY.  5
 CL1403'TELEGRAPH POLES WEST OF HIGHWAY CROSSING.  5 TELEGRAPH POLES
 CL1403'EAST OF MILEPOST M-19.  33 FEET NORTH OF TRACK AT INTERSECTION
 CL1403'OF SOUTH RAIL TANGENTS.
 CL1403'REFERENCE MARK = N-26
 CL1403'IS 28.9 FEET NORTH OF NORTH RAIL.  14.873 METERS (48.80
 CL1403'FEET) FROM STATION IN GRID AZIMUTH 301 DEG 35 MIN.  STATION MARK
 CL1403'DESTROYED.
 CL1403
 CL1403                          STATION RECOVERY (1949)
 CL1403
 CL1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1403'THE STATION MARK HAS BEEN PREVIOUSLY REPORTED AS DESTROYED.
 CL1403'THE CONCRETE BLOCK OF THE REFERENCE MARK WHICH WAS ALSO
 CL1403'B.M. N 26 WAS RECOVERED WITH THE DISK GONE AND 4 TO 8 INCHES
 CL1403'OF THE TOP OF THE CONCRETE MONUMENT BROKEN OFF.
 CL1403'
 CL1403'IT IS BELIEVED THAT THE LOCATION OF THE STATION MARK WAS
 CL1403'RE-ESTABLISHED WITHIN 6 INCHES OF THE ORIGINAL, AND THEN
 CL1403'A HOLE ABOUT 2 FEET IN DIAMETER AND 3 FEET DEEP WAS DUG
 CL1403'IN AN EFFORT TO RECOVER THE UNDERGROUND MARK, BUT IT WAS
 CL1403'NOT FOUND.  THE REESTABLISHED LOCATION IS BELIEVED TO BE
 CL1403'WITHIN 6 INCHES OF THE ORIGINAL POSITION, BECAUSE THE
 CL1403'INTERSECTION OF THE TWO DESCRIBED TANGENTS GAVE A DEFINITE POINT,
 CL1403'AND THE DISTANCE BETWEEN THIS POINT AND THE CENTER OF
 CL1403'THE RECOVERED REFERENCE MARK POST CHECKED THE DISTANCE GIVEN
 CL1403'IN THE DESCRIPTION WITHIN 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1962 ***********************************************************************
 EE1962  DESIGNATION -  CATOOSA LOT
 EE1962  PID         -  EE1962
 EE1962  STATE/COUNTY-  GA/CATOOSA
 EE1962  USGS QUAD   -  RINGGOLD (1983)
 EE1962
 EE1962                         *CURRENT SURVEY CONTROL
 EE1962  ___________________________________________________________________
 EE1962* NAD 83(1994)-  34 55 08.71096(N)    085 05 53.68431(W)     ADJUSTED  
 EE1962* NAVD 88     -                                                        
 EE1962  ___________________________________________________________________
 EE1962  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EE1962  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 EE1962
 EE1962  HORZ ORDER  -  THIRD
 EE1962
 EE1962.The horizontal coordinates were established by classical geodetic methods
 EE1962.and adjusted by the National Geodetic Survey in September 1997..
 EE1962
 EE1962
 EE1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1962
 EE1962.The geoid height was determined by GEOID03.
 EE1962
 EE1962;                    North         East     Units Scale Factor Converg.
 EE1962;SPC GA W     -   545,844.531   614,881.440   MT  0.99998927   -0 31 59.8
 EE1962;SPC GA W     - 1,790,824.93  2,017,323.52   sFT  0.99998927   -0 31 59.8
 EE1962;SPC TN       -    65,370.655   682,405.460   MT  1.00007486   +0 31 40.5
 EE1962;SPC TN       -   214,470.22  2,238,858.58   sFT  1.00007486   +0 31 40.5
 EE1962;UTM  16      - 3,865,720.780   673,719.975   MT  0.99997196   +1 05 19.9
 EE1962
 EE1962                          SUPERSEDED SURVEY CONTROL
 EE1962
 EE1962  NAD 83(1994)-  34 55 08.71195(N)    085 05 53.68928(W) AD(       ) 4
 EE1962  NAD 83(1986)-  34 55 08.71276(N)    085 05 53.68795(W) AD(       ) 4
 EE1962  NAD 27      -  34 55 08.43694(N)    085 05 53.86782(W) AD(       ) 3
 EE1962
 EE1962.Superseded values are not recommended for survey control.
 EE1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1962.See file dsdata.txt to determine how the superseded data were derived.
 EE1962
 EE1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD7372065721(NAD 83)
 EE1962_MARKER: 57 = LOOKOUT TOWER
 EE1962
 EE1962  HISTORY     - Date     Condition        Report By
 EE1962  HISTORY     - 1971     FIRST OBSERVED   NGS
 EE1962  HISTORY     - 20030810 GOOD             GEOCAC
 EE1962
 EE1962                          STATION DESCRIPTION
 EE1962
 EE1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 EE1962'THE STATION IS THE APEX OF ROOF ON OBSERVATION CABIN, ATOP A
 EE1962'FOUR LEGGED SKELETON STEEL TOWER.  IT IS 110 FEET HIGH AND IS
 EE1962'GRAY IN COLOR.
 EE1962'
 EE1962'STATION IS LOCATED 0.75 MILE EAST OF RINGGOLD, 0.6 MILE NORTH
 EE1962'OF INTERSTATE HIGHWAY 75, ON THE HIGHEST PART OF WHITE OAK
 EE1962'MOUNTAIN AT THE END OF A GRAVEL ROAD.  THE LOOKOUT TOWER IS OWNED
 EE1962'BY THE GEORGIA STATE FORESTRY COMMISSION.
 EE1962
 EE1962                          STATION RECOVERY (2003)
 EE1962
 EE1962'RECOVERY NOTE BY GEOCACHING 2003 (HH)
 EE1962'ACCESS IS PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2018 ***********************************************************************
 CM2018  DESIGNATION -  CATT
 CM2018  PID         -  CM2018
 CM2018  STATE/COUNTY-  GA/TALBOT
 CM2018  USGS QUAD   -  GENEVA (1985)
 CM2018
 CM2018                         *CURRENT SURVEY CONTROL
 CM2018  ___________________________________________________________________
 CM2018* NAD 83(1994)-  32 32 53.29321(N)    084 36 17.24608(W)     ADJUSTED  
 CM2018* NAVD 88     -       124.57   (+/-2cm)     408.7    (feet)  VERTCON   
 CM2018  ___________________________________________________________________
 CM2018  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CM2018  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CM2018
 CM2018  HORZ ORDER  -  FIRST
 CM2018  VERT ORDER  -  THIRD ? (See Below)
 CM2018
 CM2018.The horizontal coordinates were established by classical geodetic methods
 CM2018.and adjusted by the National Geodetic Survey in September 1997..
 CM2018
 CM2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2018.The vertical order pertains to the NGVD 29 superseded value.
 CM2018
 CM2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2018
 CM2018.The geoid height was determined by GEOID03.
 CM2018
 CM2018;                    North         East     Units Scale Factor Converg.
 CM2018;SPC GA W     -   282,579.226   658,852.426   MT  0.99992087   -0 14 08.6
 CM2018;SPC GA W     -   927,095.34  2,161,585.00   sFT  0.99992087   -0 14 08.6
 CM2018;UTM  16      - 3,603,725.332   724,911.848   MT  1.00022382   +1 17 21.1
 CM2018
 CM2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2018!SPC GA W     -   0.99998466  x   0.99992087  =   0.99990553
 CM2018!UTM  16      -   0.99998466  x   1.00022382  =   1.00020847
 CM2018
 CM2018:                Primary Azimuth Mark                     Grid Az
 CM2018:SPC GA W     -  GENEVA                                   056 00 38.2
 CM2018:UTM  16      -  GENEVA                                   054 29 08.5
 CM2018
 CM2018|---------------------------------------------------------------------|
 CM2018| PID    Reference Object                     Distance      Geod. Az  |
 CM2018|                                                           dddmmss.s |
 CM2018| CM2019 GENEVA                              APPROX. 2.8 KM 0554629.6 |
 CM2018| CY9216 CATT RM                                            09043     |
 CM2018|---------------------------------------------------------------------|
 CM2018
 CM2018                          SUPERSEDED SURVEY CONTROL
 CM2018
 CM2018  NAD 83(1994)-  32 32 53.29769(N)    084 36 17.24357(W) AD(       ) 1
 CM2018  NAD 83(1986)-  32 32 53.29825(N)    084 36 17.24400(W) AD(       ) 1
 CM2018  NAD 27      -  32 32 52.80100(N)    084 36 17.52500(W) AD(       ) 1
 CM2018  NGVD 29 (07/19/86)  124.64   (m)          408.9    (f) LEVELING    3  
 CM2018
 CM2018.Superseded values are not recommended for survey control.
 CM2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2018.See file dsdata.txt to determine how the superseded data were derived.
 CM2018
 CM2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB2491203725(NAD 83)
 CM2018_MARKER: DS = TRIANGULATION STATION DISK
 CM2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2018
 CM2018  HISTORY     - Date     Condition        Report By
 CM2018  HISTORY     - 1917     MONUMENTED       CGS
 CM2018  HISTORY     - 1954     GOOD             CGS
 CM2018
 CM2018                          STATION DESCRIPTION
 CM2018
 CM2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (GDC)
 CM2018'AT JUNIPER, ON THE CENTRAL OF GEORGIA RAILWAY, 460 FEET WEST OF THE
 CM2018'DEPOT, 3-1/3 RAILS WEST OF WEST SWITCH.  SURFACE AND UNDERGROUND
 CM2018'MARKS ARE SET.  REFERENCE MARK IS
 CM2018'23.30 METERS (76.4 FEET) FROM STATION.
 CM2018
 CM2018                          STATION RECOVERY (1954)
 CM2018
 CM2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2018'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION.
 CM2018'
 CM2018'LOCATED AT JUNIPER ALONG THE CENTRAL OF GEORGIA RAILROAD, 121 PACES
 CM2018'W OF A ROAD CROSSING, 40 FT. SW OF THE THIRD POLE W OF THE ROAD
 CM2018'CROSSING, 7 FT. S OF THE S RAIL, 46 FT. N OF A LARGE TREE, AND ON A
 CM2018'HIGH FILL NEAR THE E END OF A CURVE.  IT IS A STANDARD
 CM2018'TRIANGULATION DISK, STAMPED CATT 1917 AND IS 6 IN. BELOW THE SURFACE
 CM2018'OF THE GROUND.
 CM2018'
 CM2018'THE REFERENCE MARK IS 76.4 FT. E OF THE STATION, 2 FT. N OF A
 CM2018'FENCE LINE, 3 FT. NW OF A FENCE POST, 42 FT. SE OF THE SE RAIL,
 CM2018'AND 48 FT. E OF A 12-IN. TREE.  IT IS A STANDARD REFERENCE-MARK DISK,
 CM2018'STAMPED CATT 1917 PROJECTING 2 IN.
 CM2018'
 CM2018'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2355 ***********************************************************************
 DG2355  DESIGNATION -  CATUR
 DG2355  PID         -  DG2355
 DG2355  STATE/COUNTY-  GA/FULTON
 DG2355  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2355
 DG2355                         *CURRENT SURVEY CONTROL
 DG2355  ___________________________________________________________________
 DG2355* NAD 83(1994)-  33 45 05.42145(N)    084 22 16.31628(W)     ADJUSTED  
 DG2355* NAVD 88     -       313.558  (meters)    1028.73   (feet)  POSTED    
 DG2355  ___________________________________________________________________
 DG2355  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DG2355  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG2355  DYNAMIC HT  -         313.210 (meters)    1027.59  (feet)  COMP
 DG2355  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 DG2355
 DG2355  HORZ ORDER  -  FIRST
 DG2355  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG2355
 DG2355.The horizontal coordinates were established by classical geodetic methods
 DG2355.and adjusted by the National Geodetic Survey in September 1997..
 DG2355
 DG2355.The orthometric height was determined by differential leveling
 DG2355.and adjusted by the National Geodetic Survey in 1992..
 DG2355.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG2355.rate of 4.1 thru 8.0 mm/km.
 DG2355
 DG2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2355
 DG2355.The geoid height was determined by GEOID03.
 DG2355
 DG2355.The dynamic height is computed by dividing the NAVD 88
 DG2355.geopotential number by the normal gravity value computed on the
 DG2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2355.degrees latitude (g = 980.6199 gals.).
 DG2355
 DG2355.The modeled gravity was interpolated from observed gravity values.
 DG2355
 DG2355;                    North         East     Units Scale Factor Converg.
 DG2355;SPC GA W     -   415,962.241   681,051.363   MT  0.99990442   -0 06 49.1
 DG2355;SPC GA W     - 1,364,702.79  2,234,416.01   sFT  0.99990442   -0 06 49.1
 DG2355;UTM  16      - 3,737,708.898   743,501.635   MT  1.00033102   +1 27 40.5
 DG2355
 DG2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2355!SPC GA W     -   0.99995541  x   0.99990442  =   0.99985983
 DG2355!UTM  16      -   0.99995541  x   1.00033102  =   1.00028641
 DG2355
 DG2355                          SUPERSEDED SURVEY CONTROL
 DG2355
 DG2355  NAD 83(1986)-  33 45 05.42696(N)    084 22 16.31687(W) AD(       ) 1
 DG2355  NAD 27      -  33 45 05.04700(N)    084 22 16.58600(W) AD(       ) 1
 DG2355  NGVD 29 (??/??/92)  313.48   (m)         1028.5    (f) COMPUTED    1 2
 DG2355
 DG2355.Superseded values are not recommended for survey control.
 DG2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2355.See file dsdata.txt to determine how the superseded data were derived.
 DG2355
 DG2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4350237709(NAD 83)
 DG2355_MARKER: DS = TRIANGULATION STATION DISK
 DG2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2355+STABILITY: SURFACE MOTION
 DG2355
 DG2355  HISTORY     - Date     Condition        Report By
 DG2355  HISTORY     - 1927     MONUMENTED       CGS
 DG2355  HISTORY     - 1948     SEE DESCRIPTION  GA0280
 DG2355
 DG2355                          STATION DESCRIPTION
 DG2355
 DG2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2355'TRAVERSE STATION AND BENCH MARK IS IN SIDEWALK ON THE NW
 DG2355'CORNER OF DECATUR STREET AND N BOULEVARD 1 FOOT S AND 1.5
 DG2355'FEET W OF THE NW. CORNER PROPERTY, 7.38 FEET TO CENTER OF
 DG2355'CATCH BASIN COVER, 54.98 FEET TO TOP OF FIRE HYDRANT IN E
 DG2355'SIDE OF N BOULEVARD AND 55.97 FEET TO STUD BOLT IN GUARD
 DG2355'RAIL POST AT NW CORNER OF STAIRWAY LEADING TO BOULEVARD
 DG2355'UNDERPASS.
 DG2355'
 DG2355'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2355'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG2355'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG2355
 DG2355                          STATION RECOVERY (1948)
 DG2355
 DG2355'RECOVERY NOTE BY CITY OF ATLANTA GEORGIA 1948 (CMT)
 DG2355'LETTER OF MR. W.R. WALKER, ENGINEER OF BRIDGES, CITY OF ATLANTA
 DG2355'DEPT. OF CONSTRUCTION, ATLANTA, GA., DATED 5/24/48--
 DG2355'
 DG2355'THE TRAVERSE STATION HAS BEEN DESTROYED DUE TO THE WIDENING
 DG2355'OF THE BOULEVARD UNDERPASS.  A NEW STATION CATUR 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0011 ***********************************************************************
 DG0011  DESIGNATION -  CATUR 2
 DG0011  PID         -  DG0011
 DG0011  STATE/COUNTY-  GA/FULTON
 DG0011  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0011
 DG0011                         *CURRENT SURVEY CONTROL
 DG0011  ___________________________________________________________________
 DG0011* NAD 83(1994)-  33 45 05.38018(N)    084 22 16.45089(W)     ADJUSTED  
 DG0011* NAVD 88     -       313.491  (meters)    1028.51   (feet)  ADJUSTED  
 DG0011  ___________________________________________________________________
 DG0011  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DG0011  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0011  DYNAMIC HT  -         313.142 (meters)    1027.37  (feet)  COMP
 DG0011  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 DG0011
 DG0011  HORZ ORDER  -  SECOND
 DG0011  VERT ORDER  -  FIRST     CLASS II
 DG0011
 DG0011.The horizontal coordinates were established by classical geodetic methods
 DG0011.and adjusted by the National Geodetic Survey in September 1997..
 DG0011
 DG0011.The orthometric height was determined by differential leveling
 DG0011.and adjusted by the National Geodetic Survey in June 1991..
 DG0011
 DG0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0011
 DG0011.The geoid height was determined by GEOID03.
 DG0011
 DG0011.The dynamic height is computed by dividing the NAVD 88
 DG0011.geopotential number by the normal gravity value computed on the
 DG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0011.degrees latitude (g = 980.6199 gals.).
 DG0011
 DG0011.The modeled gravity was interpolated from observed gravity values.
 DG0011
 DG0011;                    North         East     Units Scale Factor Converg.
 DG0011;SPC GA W     -   415,960.977   681,047.896   MT  0.99990443   -0 06 49.2
 DG0011;SPC GA W     - 1,364,698.64  2,234,404.64   sFT  0.99990443   -0 06 49.2
 DG0011;UTM  16      - 3,737,707.538   743,498.203   MT  1.00033100   +1 27 40.5
 DG0011
 DG0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0011!SPC GA W     -   0.99995542  x   0.99990443  =   0.99985985
 DG0011!UTM  16      -   0.99995542  x   1.00033100  =   1.00028640
 DG0011
 DG0011|---------------------------------------------------------------------|
 DG0011| PID    Reference Object                     Distance      Geod. Az  |
 DG0011|                                                           dddmmss.s |
 DG0011| DG0550 E 7                                 218.244 METERS 24851     |
 DG0011| CY9759 CATUR 2 RM 2                         53.275 METERS 34025     |
 DG0011| CY9758 CATUR 2 RM 1                         26.694 METERS 34025     |
 DG0011|---------------------------------------------------------------------|
 DG0011
 DG0011                          SUPERSEDED SURVEY CONTROL
 DG0011
 DG0011  NAD 83(1986)-  33 45 05.38566(N)    084 22 16.45154(W) AD(       ) 2
 DG0011  NAD 27      -  33 45 05.00600(N)    084 22 16.72021(W) AD(       ) 2
 DG0011  NGVD 29 (??/??/92)  313.412  (m)         1028.25   (f) ADJ UNCH    1 2
 DG0011
 DG0011.Superseded values are not recommended for survey control.
 DG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0011.See file dsdata.txt to determine how the superseded data were derived.
 DG0011
 DG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4349837708(NAD 83)
 DG0011_MARKER: DE = TRAVERSE STATION DISK
 DG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0011_STAMPING: 1028.268 CATUR 2 1948
 DG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0011+STABILITY: SURFACE MOTION
 DG0011
 DG0011  HISTORY     - Date     Condition        Report By
 DG0011  HISTORY     - 1948     MONUMENTED       CGS
 DG0011  HISTORY     - 1952     GOOD             CGS
 DG0011  HISTORY     - 1973     GOOD             MARTA
 DG0011  HISTORY     - 1973     GOOD             NGS
 DG0011
 DG0011                          STATION DESCRIPTION
 DG0011
 DG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CMT)
 DG0011'STATION IS LOCATED IN THE SIDEWALK ON THE NORTHWEST CORNER
 DG0011'OF BOULEVARD AND DECATUR STREETS, 8.36 FEET N OF THE FACE OF THE
 DG0011'NEW CURB, AND 4.98 FEET W OF THE FACE OF THE NEW CURB, ALONG
 DG0011'THE N SIDE OF DECATUR STREET AND ALONG THE W SIDE OF BOULEVARD,
 DG0011'RESPECTIVELY.  STATION IS 1.11 FEET E OF THE E PROPERTY LINE
 DG0011'(EXTENDED) AND 1.29 FEET S OF THE S PROPERTY LINE EXTENDED.
 DG0011'
 DG0011'STATION IS A BRONZE TRAVERSE STATION DISK SET IN CONCRETE
 DG0011'AND STAMPED CATUR 2 1948, THE TOP OF WHICH IS SURROUNDED
 DG0011'BY A CAST-IRON RING AND COVER FLUSH WITH SIDEWALK.  IT IS
 DG0011'12.176 FEET W OF OLD STATION CATUR 1927 WHICH WAS DUG UP
 DG0011'DUE TO WIDENING THE UNDERPASS.  IT WAS SET ON A LINE THROUGH
 DG0011'OLD STATION CATUR AND TRAVERSE STATION DANIEL.
 DG0011
 DG0011                          STATION RECOVERY (1952)
 DG0011
 DG0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0011'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 DG0011'ELEVATION 1028.268 WAS STAMPED ON THE DISK AT THE TIME OF
 DG0011'THIS RECOVERY.
 DG0011
 DG0011                          STATION RECOVERY (1973)
 DG0011
 DG0011'RECOVERY NOTE BY METRO ATLANTA RTA 1973
 DG0011'U.S.C. AND G.S. CASTING AT N.W. CORNER DECATUR ST. S.E. AND
 DG0011'BOULEVARD ST., 5.0 FT TO FACE OF CURB OF BOULEVARD ST.
 DG0011
 DG0011                          STATION RECOVERY (1973)
 DG0011
 DG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0011'AT ATLANTA.
 DG0011'AT ATLANTA, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 DG0011'BOULEVARD SOUTHEAST AND DECATUR STREET, 8.4 FEET NORTH OF THE FACE
 DG0011'OF THE NEW CURB ALONG THE NORTH SIDE OF DECATUR STREET, 5 FEET
 DG0011'WEST OF THE FACE OF THE NEW CURB ALONG THE WEST SIDE OF BOULEVARD,
 DG0011'1.3 FEET SOUTH OF THE SOUTH PROPERTY LINE EXTENDED, 1.1 FEET
 DG0011'EAST OF THE EAST PROPERTY LINE EXTENDED, AND IN THE SIDEWALK.  A
 DG0011'STANDARD TRAVERSE-STATION DISK, STAMPED 1028.268 CATUR 2 1948 AND
 DG0011'SET UNDER GROUND IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH
 DG0011'IS HAD THROUGH A CAST-IRON RING AND COVER FLUSH WITH THE SIDEWALK.
 DG0011'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 DG0011'BY THE CITY OF ATLANTA CONSTRUCTION DEPARTMENT IN 1949 WHEN THE
 DG0011'OLD STATION CATUR 1927 WAS DUG UP DUE TO WIDENING THE UNDERPASS.
 DG0011'IT IS 12.2 FEET WEST OF THE SITE OF THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1035 ***********************************************************************
 BR1035  DESIGNATION -  CAUSE
 BR1035  PID         -  BR1035
 BR1035  STATE/COUNTY-  GA/CHATHAM
 BR1035  USGS QUAD   -  ISLE OF HOPE (1988)
 BR1035
 BR1035                         *CURRENT SURVEY CONTROL
 BR1035  ___________________________________________________________________
 BR1035* NAD 83(1994)-  31 58 09.50211(N)    081 03 34.56464(W)     ADJUSTED  
 BR1035* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1035  ___________________________________________________________________
 BR1035  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 BR1035  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 BR1035
 BR1035  HORZ ORDER  -  THIRD
 BR1035
 BR1035.The horizontal coordinates were established by classical geodetic methods
 BR1035.and adjusted by the National Geodetic Survey in September 1997..
 BR1035
 BR1035.The orthometric height was scaled from a topographic map.
 BR1035
 BR1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1035
 BR1035.The geoid height was determined by GEOID03.
 BR1035
 BR1035;                    North         East     Units Scale Factor Converg.
 BR1035;SPC GA E     -   218,848.943   304,637.338   MT  1.00003499   +0 35 10.3
 BR1035;SPC GA E     -   718,006.91    999,464.33   sFT  1.00003499   +0 35 10.3
 BR1035;UTM  17      - 3,537,035.070   494,368.465   MT  0.99960039   -0 01 53.6
 BR1035
 BR1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1035!SPC GA E     -   1.00000479  x   1.00003499  =   1.00003978
 BR1035!UTM  17      -   1.00000479  x   0.99960039  =   0.99960518
 BR1035
 BR1035|---------------------------------------------------------------------|
 BR1035| PID    Reference Object                     Distance      Geod. Az  |
 BR1035|                                                           dddmmss.s |
 BR1035| BR1635 CAUSE RM 1                           13.700 METERS 03122     |
 BR1035| BR1037 BEACON 10                           APPROX. 0.8 KM 0534706.3 |
 BR1035| BR1026 WYMBERLY                            APPROX. 1.4 KM 2163607.7 |
 BR1035| BR1636 CAUSE RM 2                           10.150 METERS 23034     |
 BR1035|---------------------------------------------------------------------|
 BR1035
 BR1035                          SUPERSEDED SURVEY CONTROL
 BR1035
 BR1035  NAD 83(1986)-  31 58 09.51588(N)    081 03 34.58007(W) AD(       ) 3
 BR1035  NAD 27      -  31 58 08.75400(N)    081 03 35.19100(W) AD(       ) 3
 BR1035
 BR1035.Superseded values are not recommended for survey control.
 BR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1035.See file dsdata.txt to determine how the superseded data were derived.
 BR1035
 BR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR9436837035(NAD 83)
 BR1035_MARKER: DS = TRIANGULATION STATION DISK
 BR1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1035
 BR1035  HISTORY     - Date     Condition        Report By
 BR1035  HISTORY     - 1934     MONUMENTED       CGS
 BR1035
 BR1035                          STATION DESCRIPTION
 BR1035
 BR1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1035'ON THE SW POINT OF TREES OF ISLE OF HOPE.  1-1/4 MI. S OF TOWN
 BR1035'OF ISLE OF HOPE.  CAN BE REACHED BY BOAT AT HIGH WATER.
 BR1035'TO REACH BY ROAD--TAKE LEFT HAND ROAD JUST INSIDE GATES TO
 BR1035'WORMSLOE GARDENS AND FOLLOW STRAIGHT S TO TREE LINE ON ISLE
 BR1035'OF HOPE RIVER.  STATION MARK--STANDARD DISC 10 IN X 10 IN X 3 FT
 BR1035'CONCRETE MONUMENT.  TWO REFERENCE MARKS ARE STANDARD DISCS
 BR1035'IN 10 IN X 10 IN X 3 FT CONCRETE MONUMENT.
 BR1035'
 BR1035'NOTE--FROM CAUSE N TO TREE LINE IS 2 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0516 ***********************************************************************
 BR0516  DESIGNATION -  CAUSEWAY
 BR0516  PID         -  BR0516
 BR0516  STATE/COUNTY-  GA/CHATHAM
 BR0516  USGS QUAD   -  RICHMOND HILL (1997)
 BR0516
 BR0516                         *CURRENT SURVEY CONTROL
 BR0516  ___________________________________________________________________
 BR0516* NAD 83(1994)-  31 58 43.36143(N)    081 17 16.05117(W)     ADJUSTED  
 BR0516* NAVD 88     -         1.453  (meters)       4.77   (feet)  ADJUSTED  
 BR0516  ___________________________________________________________________
 BR0516  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR0516  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR0516  DYNAMIC HT  -           1.451 (meters)       4.76  (feet)  COMP
 BR0516  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 BR0516
 BR0516  HORZ ORDER  -  SECOND
 BR0516  VERT ORDER  -  FIRST     CLASS II
 BR0516
 BR0516.The horizontal coordinates were established by classical geodetic methods
 BR0516.and adjusted by the National Geodetic Survey in September 1997..
 BR0516
 BR0516.The orthometric height was determined by differential leveling
 BR0516.and adjusted by the National Geodetic Survey in June 1991..
 BR0516
 BR0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0516
 BR0516.The geoid height was determined by GEOID03.
 BR0516
 BR0516.The dynamic height is computed by dividing the NAVD 88
 BR0516.geopotential number by the normal gravity value computed on the
 BR0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0516.degrees latitude (g = 980.6199 gals.).
 BR0516
 BR0516.The modeled gravity was interpolated from observed gravity values.
 BR0516
 BR0516;                    North         East     Units Scale Factor Converg.
 BR0516;SPC GA E     -   219,693.884   283,059.947   MT  0.99998505   +0 27 55.7
 BR0516;SPC GA E     -   720,779.02    928,672.51   sFT  0.99998505   +0 27 55.7
 BR0516;UTM  17      - 3,538,112.193   472,810.179   MT  0.99960912   -0 09 08.7
 BR0516
 BR0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0516!SPC GA E     -   1.00000462  x   0.99998505  =   0.99998967
 BR0516!UTM  17      -   1.00000462  x   0.99960912  =   0.99961374
 BR0516
 BR0516|---------------------------------------------------------------------|
 BR0516| PID    Reference Object                     Distance      Geod. Az  |
 BR0516|                                                           dddmmss.s |
 BR0516| BR0519 CAUSEWAY RM 1                        36.814 METERS 00114     |
 BR0516| BR1232 CAUSEWAY 2                           39.073 METERS 00941     |
 BR0516| BR1600 CAUSEWAY RM 2                        33.168 METERS 11038     |
 BR0516| BR1092 AIRWAY BEACON 10                    APPROX.15.8 KM 1384119.5 |
 BR0516| BR1228 ATLANTIC COAST LINES RR TANK        APPROX. 2.9 KM 1844945.1 |
 BR0516| BR0477 OGEECHEE NORTH BASE                 APPROX. 4.4 KM 1970321.7 |
 BR0516| BR0514 CAUSEWAY RM 3                       271.276 METERS 24109     |
 BR0516|---------------------------------------------------------------------|
 BR0516
 BR0516                          SUPERSEDED SURVEY CONTROL
 BR0516
 BR0516  NAD 83(1986)-  31 58 43.37578(N)    081 17 16.06143(W) AD(       ) 2
 BR0516  NAD 27      -  31 58 42.61400(N)    081 17 16.66500(W) AD(       ) 2
 BR0516  NGVD 29 (??/??/92)    1.738  (m)            5.70   (f) ADJ UNCH    1 2
 BR0516
 BR0516.Superseded values are not recommended for survey control.
 BR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0516.See file dsdata.txt to determine how the superseded data were derived.
 BR0516
 BR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7281038112(NAD 83)
 BR0516_MARKER: DS = TRIANGULATION STATION DISK
 BR0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0516_STAMPING: CAUSEWAY 1932
 BR0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0516+STABILITY: SURFACE MOTION
 BR0516
 BR0516  HISTORY     - Date     Condition        Report By
 BR0516  HISTORY     - 1932     MONUMENTED       CGS
 BR0516  HISTORY     - 1932     GOOD             CGS
 BR0516  HISTORY     - 1957     GOOD             CGS
 BR0516  HISTORY     - 1984     MARK NOT FOUND   GADT
 BR0516
 BR0516                          STATION DESCRIPTION
 BR0516
 BR0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CMD)
 BR0516'ON THE N SIDE OF THE OGEECHEE RIVER, NEAR THE NE END OF THE ROUTE
 BR0516'U.S. 17 HIGHWAY BRIDGE, AND ON A VACANT LOT OWNED BY HENRY FORD,
 BR0516'KNOWN AS THE BUNGER TRACT.  THE STATION IS IN LINE WITH THE
 BR0516'N AND S TANGENT OF THE HIGHWAY BEFORE IT TURNS TO THE BRIDGE
 BR0516'APPROACH ON THE N SIDE, AND IS ON THE SITE OF THE OLD HIGHWAY,
 BR0516'AND JUST E OF A COUNTY-OWNED PARK AND LANDING.  STATION IS 114
 BR0516'M.  SE OF CENTER LINE OF HIGHWAY AT A POINT 49 M. NE OF NE END OF
 BR0516'BRIDGE, 36.7 M. SE OF FENCE AROUND THE PUBLIC LANDING ON PT.
 BR0516'17.5 M. SW OF THE NE FENCE CORNER.  MARK (WHICH IS 5 IN ABOVE
 BR0516'SURFACE) IS 25 M. NE OF APPROX. HWL OF OGEECHEE RIVER, AND 9.65
 BR0516'M. W OF ARTESIAN WELL PIPE.
 BR0516'
 BR0516'R.M. 1 (5 IN ABOVE) IS ON SAME LOT AS STATION, 92 M. SE OF
 BR0516'HIGHWAY CENTER LINE, 62 M. NE OF APPROX. HWL OF RIVER, 19.2 M.
 BR0516'N OF E OF NE FENCE CORNER AROUND PUBLIC LANDING, AND 7 M. W OF
 BR0516'SITE OF OLD ROAD.
 BR0516'
 BR0516'R.M. 2 (5 IN ABOVE) ON SAME LOT, 147 M. SE OF HIGHWAY CENTERLINE, 25
 BR0516'M. NE OF APPROX. HWL OF RIVER, AND 23.6 M. E OF ARTESIAN WELL PIPE.
 BR0516'
 BR0516'R.M. 3 IS A STANDARD DISC SET FLUSH IN TOP OF THE SE SIDE OF THE
 BR0516'SW ABUTMENT OF THE HIGHWAY BRIDGE OF THE OGEECHEE RIVER.  THE
 BR0516'ABUTMENT IS CONCRETE, AND THE DISC IS LEVEL WITH THE ROADWAY,
 BR0516'4.0 M. SE OF THE CENTERLINE.
 BR0516'
 BR0516'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS
 BR0516
 BR0516                          STATION RECOVERY (1932)
 BR0516
 BR0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 BR0516'3.6 MI N FROM RICHMOND HILL.
 BR0516'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE SEABOARD
 BR0516'AIR LINE RAILROAD STATION AT RICHMOND HILL, THENCE ABOUT 2.45 MILES
 BR0516'NORTHEAST ALONG U.S. HIGHWAY 17 TO A POINT JUST NORTHEAST OF BRIDGE
 BR0516'OVER OGEECHEE RIVER, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A
 BR0516'NARROW ROAD LEADING THRU A ROADSIDE PARK TO A SMALL RIVER SHACK,
 BR0516'355 FEET EAST OF THE NORTHEAST END OF SOUTHEAST CONCRETE BANISTER
 BR0516'OF HIGHWAY BRIDGE, ABOUT 25 YARDS NORTHEAST OF THE RIVER BANK,
 BR0516'4 FEET EAST OF A 10-INCH GUM TREE, 26 FEET NORTHWEST OF A 36-INCH
 BR0516'PECAN TREE, 18 FEET NORTH OF NORTH CORNER OF RIVER SHACK, 31 1/2
 BR0516'FEET WEST OF AN ARTESIAN WELL, 120.7 FEET SOUTH OF RM NO. 1, ABOUT
 BR0516'8 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BR0516'PROJECTING 3 INCHES.
 BR0516
 BR0516                          STATION RECOVERY (1957)
 BR0516
 BR0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW)
 BR0516'RECOVERED IN GOOD CONDITION ALL MARKS AS DESCRIBED.
 BR0516'IN CONTEMPLATION
 BR0516'OF OBSTRUCTION BETWEEN THE STATION AND THE AZIMUTH MARK (R.M. NO.
 BR0516'3) BY RELOCATED HIGHWAY AND NEW BRIDGE UNDER CONSTRUCTION AT
 BR0516'THIS WRITING, A NEW STATION CAUSEWAY 2 WAS ESTABLISHED FOR WHICH
 BR0516'SEE DESCRIPTION THEREOF.
 BR0516'
 BR0516'NO MARKS OF THE ORIGINAL STATION WERE DISTURBED.  EVEN THE
 BR0516'OBSTRUCTED AZIMUTH MARK WOULD BE USEFUL IN RECOVERING THE STATION
 BR0516'IN THE EVENT OF ITS BECOMING COVERED.
 BR0516'
 BR0516'THE FOLLOWING DIRECTIONS WERE OBSERVED.  DISCREPANCIES OF UP TO
 BR0516'2 FT 08 IN ARE NOTES IN THE FOLLOWING ANGLES AND THOSE OF 1932.
 BR0516'
 BR0516'NOTE TO OFFICE--PLEASE CHECK ALL DIRECTIONS AND AZIMUTHS LISTED
 BR0516'ABOVE.
 BR0516
 BR0516                          STATION RECOVERY (1984)
 BR0516
 BR0516'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR0516'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND
 BR0516'WITH THE EXCEPTION OF REFERENCE MARK 3.  REFERENCE MARK 3 WAS
 BR0516'FOUND TO BE IN GOOD CONDITION AND WAS CONNECTED BY TRAVERSE TO
 BR0516'NEW STATION BV 025 223 GADT ESTABLISHED NEAR THE NEW HIGHWAY
 BR0516'BRIDGE.
 BR0516'
 BR0516'DESCRIBED BY C.Z. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1232 ***********************************************************************
 BR1232  DESIGNATION -  CAUSEWAY 2
 BR1232  PID         -  BR1232
 BR1232  STATE/COUNTY-  GA/CHATHAM
 BR1232  USGS QUAD   -  RICHMOND HILL (1997)
 BR1232
 BR1232                         *CURRENT SURVEY CONTROL
 BR1232  ___________________________________________________________________
 BR1232* NAD 83(1994)-  31 58 44.61187(N)    081 17 15.80064(W)     ADJUSTED  
 BR1232* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1232  ___________________________________________________________________
 BR1232  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR1232  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR1232
 BR1232  HORZ ORDER  -  THIRD
 BR1232
 BR1232.The horizontal coordinates were established by classical geodetic methods
 BR1232.and adjusted by the National Geodetic Survey in September 1997..
 BR1232.No horizontal observational check was made to the station.
 BR1232
 BR1232.The orthometric height was scaled from a topographic map.
 BR1232
 BR1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1232
 BR1232.The geoid height was determined by GEOID03.
 BR1232
 BR1232;                    North         East     Units Scale Factor Converg.
 BR1232;SPC GA E     -   219,732.452   283,066.211   MT  0.99998507   +0 27 55.9
 BR1232;SPC GA E     -   720,905.55    928,693.06   sFT  0.99998507   +0 27 55.9
 BR1232;UTM  17      - 3,538,150.676   472,816.856   MT  0.99960911   -0 09 08.6
 BR1232
 BR1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1232!SPC GA E     -   1.00000474  x   0.99998507  =   0.99998981
 BR1232!UTM  17      -   1.00000474  x   0.99960911  =   0.99961384
 BR1232
 BR1232:                Primary Azimuth Mark                     Grid Az
 BR1232:SPC GA E     -  CAUSEWAY 2 AZ MK                         040 21 45.0
 BR1232:UTM  17      -  CAUSEWAY 2 AZ MK                         040 58 49.5
 BR1232
 BR1232|---------------------------------------------------------------------|
 BR1232| PID    Reference Object                     Distance      Geod. Az  |
 BR1232|                                                           dddmmss.s |
 BR1232| BR1717 CAUSEWAY 2 AZ MK                                   0404940.9 |
 BR1232| BR0516 CAUSEWAY                             39.073 METERS 18941     |
 BR1232| BR0519 CAUSEWAY RM 1                         6.032 METERS 25331     |
 BR1232|---------------------------------------------------------------------|
 BR1232
 BR1232                          SUPERSEDED SURVEY CONTROL
 BR1232
 BR1232  NAD 83(1986)-  31 58 44.62621(N)    081 17 15.81091(W) AD(       ) 3
 BR1232  NAD 27      -  31 58 43.86400(N)    081 17 16.41400(W) AD(       ) 3
 BR1232
 BR1232.Superseded values are not recommended for survey control.
 BR1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1232.See file dsdata.txt to determine how the superseded data were derived.
 BR1232
 BR1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7281738151(NAD 83)
 BR1232_MARKER: DS = TRIANGULATION STATION DISK
 BR1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1232_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1232+STABILITY: SURFACE MOTION
 BR1232
 BR1232  HISTORY     - Date     Condition        Report By
 BR1232  HISTORY     - 1957     MONUMENTED       CGS
 BR1232  HISTORY     - 1984     MARK NOT FOUND   GADT
 BR1232
 BR1232                          STATION DESCRIPTION
 BR1232
 BR1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW)
 BR1232'ABOUT 14 MILES SW OF SAVANNAH, ON THE NE BANK OF THE OGEECHEE
 BR1232'RIVER, ABOUT 75 YARDS NE OF THE HIGH WATER LINE ON THE SAID
 BR1232'BANK, 128 FEET SE OF THE CENTER LINE OF NO. 17 U.S. HIGHWAY
 BR1232'BRIDGE UNDER CONSTRUCTION AT THIS WRITING, AND 2 FEET NW OF THE
 BR1232'SE RIGHT-OF-WAY LINE AT SURVEY STATION NO. 2509 OF THE PLANS OF
 BR1232'THE PRESENT CONSTRUCTION.  THE MARK PROJECTS 0.3 FOOT, AND THE
 BR1232'DISK IS STAMPED CAUSEWAY 2 1957.
 BR1232'
 BR1232'STATION STAMPED CAUSEWAY 1932 IS S 9 DEG 46 MIN W
 BR1232'FROM THE SUBJECT STATION, PROJECTS 0.4 FOOT, AND IS 194-1/2
 BR1232'FEET SE OF THE CENTER LINE OF THE NEW BRIDGE, AN 60 FEET NE
 BR1232'OF THE RIVERBANK.
 BR1232'
 BR1232'AZIMUTH MARK STAMPED CAUSEWAY 2 1957, PROJECTING 0.7 FOOT, IS
 BR1232'N 40 DEG 50 MIN E FROM THE STATION, 130 FEET
 BR1232'SE OF THE CENTER OF THE TWO LANES UNDER CONSTRUCTION, AT SURVEY
 BR1232'STATION NO. 2516 PLUS 36, AND 8 FEET ENE OF A POWER POLE.
 BR1232'
 BR1232'REFERENCE STAMPED CAUSEWAY NO 1 1932 IS FLUSH WITH THE GROUND.
 BR1232
 BR1232                          STATION RECOVERY (1984)
 BR1232
 BR1232'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1984 (WRN)
 BR1232'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND
 BR1232'AS DESCRIBED BY L.P.G. IN THE 1957 DESCRIPTION.  THE STATION IS
 BR1232'PROBABLY UNDERNEATH ABOUT 4 OR 5 FT OF SCRAPS TAKEN FROM THE OLD
 BR1232'HIGHWAY WHEN IT WAS DESTROYED. LARGE CHUNKS OF CONCRETE ARE IN THE
 BR1232'FILL.  CAUSEWAY 1932 RM 3 WAS FOUND IN GOOD CONDITION AND
 BR1232'CONNECTED BY TRAVERSE TO NEW STATION BV 025 223 GADT.  ESTABLISHED
 BR1232'NEAR THE NEW HIGHWAY BRIDGE.
 BR1232'
 BR1232'DESCRIBED BY C.Z. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0519 ***********************************************************************
 BR0519  DESIGNATION -  CAUSEWAY RM 1
 BR0519  PID         -  BR0519
 BR0519  STATE/COUNTY-  GA/CHATHAM
 BR0519  USGS QUAD   -  RICHMOND HILL (1997)
 BR0519
 BR0519                         *CURRENT SURVEY CONTROL
 BR0519  ___________________________________________________________________
 BR0519* NAD 83(1986)-  31 58 44.     (N)    081 17 19.     (W)     SCALED    
 BR0519* NAVD 88     -         1.344  (meters)       4.41   (feet)  ADJUSTED  
 BR0519  ___________________________________________________________________
 BR0519  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 BR0519  DYNAMIC HT  -           1.342 (meters)       4.40  (feet)  COMP
 BR0519  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 BR0519
 BR0519  VERT ORDER  -  FIRST     CLASS II
 BR0519
 BR0519.The horizontal coordinates were scaled from a topographic map and have
 BR0519.an estimated accuracy of +/- 6 seconds.
 BR0519
 BR0519.The orthometric height was determined by differential leveling
 BR0519.and adjusted by the National Geodetic Survey in June 1991..
 BR0519
 BR0519.The geoid height was determined by GEOID03.
 BR0519
 BR0519.The dynamic height is computed by dividing the NAVD 88
 BR0519.geopotential number by the normal gravity value computed on the
 BR0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0519.degrees latitude (g = 980.6199 gals.).
 BR0519
 BR0519.The modeled gravity was interpolated from observed gravity values.
 BR0519
 BR0519;                    North         East    Units  Estimated Accuracy
 BR0519;SPC GA E     -   219,710.      282,980.      MT  (+/- 180 meters Scaled)
 BR0519
 BR0519                          SUPERSEDED SURVEY CONTROL
 BR0519
 BR0519  NGVD 29 (??/??/92)    1.629  (m)            5.34   (f) ADJ UNCH    1 2
 BR0519
 BR0519.Superseded values are not recommended for survey control.
 BR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0519.See file dsdata.txt to determine how the superseded data were derived.
 BR0519
 BR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR727381(NAD 83)
 BR0519_MARKER: DR = REFERENCE MARK DISK
 BR0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0519_STAMPING: CAUSEWAY NO 1 1932
 BR0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0519+STABILITY: SURFACE MOTION
 BR0519
 BR0519  HISTORY     - Date     Condition        Report By
 BR0519  HISTORY     - 1932     MONUMENTED       CGS
 BR0519
 BR0519                          STATION DESCRIPTION
 BR0519
 BR0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BR0519'3.5 MI N FROM RICHMOND HILL.
 BR0519'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE SEABOARD
 BR0519'AIR LINE RAILROAD STATION AT RICHMOND HILL, THENCE ABOUT 2.45 MILES
 BR0519'NORTHEAST ALONG U.S. HIGHWAY 17, ABOUT 85 YARDS SOUTHEAST ALONG A
 BR0519'NARROW ROAD LEADING THRU A ROADSIDE PARK FROM CENTER LINE OF HIGHWAY,
 BR0519'83 FEET EAST OF SOUTH END OF A CULVERT UNDER ROAD, 13 FEET
 BR0519'EAST-NORTHEAST OF CENTER LINE OF ROAD, 72 FEET SOUTHEAST OF POWER
 BR0519'POLE WITH A TRANSFORMER AND GUY WIRE, 120.7 FEET NORTH OF STATION
 BR0519'MARK, ABOUT 6 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 BR0519'CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- A PORTION OF DISK IS
 BR0519'CUT OFF AND THE CONCRETE POST IS CHIPPED.  POST APPEARS TO BE
 BR0519'SOLID AND WILL PROBABLY HOLD IT PRESENT ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0514 ***********************************************************************
 BR0514  DESIGNATION -  CAUSEWAY RM 3
 BR0514  PID         -  BR0514
 BR0514  STATE/COUNTY-  GA/BRYAN
 BR0514  USGS QUAD   -  RICHMOND HILL (1997)
 BR0514
 BR0514                         *CURRENT SURVEY CONTROL
 BR0514  ___________________________________________________________________
 BR0514* NAD 83(1994)-  31 58 39.11130(N)    081 17 25.10105(W)     ADJUSTED  
 BR0514* NAVD 88     -         3.950  (meters)      12.96   (feet)  ADJUSTED  
 BR0514  ___________________________________________________________________
 BR0514  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BR0514  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 BR0514  DYNAMIC HT  -           3.945 (meters)      12.94  (feet)  COMP
 BR0514  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 BR0514
 BR0514  HORZ ORDER  -  SECOND
 BR0514  VERT ORDER  -  FIRST     CLASS II
 BR0514
 BR0514.The horizontal coordinates were established by classical geodetic methods
 BR0514.and adjusted by the National Geodetic Survey in September 1997..
 BR0514.No horizontal observational check was made to the station.
 BR0514
 BR0514.The orthometric height was determined by differential leveling
 BR0514.and adjusted by the National Geodetic Survey in June 1991..
 BR0514
 BR0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0514
 BR0514.The geoid height was determined by GEOID03.
 BR0514
 BR0514.The dynamic height is computed by dividing the NAVD 88
 BR0514.geopotential number by the normal gravity value computed on the
 BR0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0514.degrees latitude (g = 980.6199 gals.).
 BR0514
 BR0514.The modeled gravity was interpolated from observed gravity values.
 BR0514
 BR0514;                    North         East     Units Scale Factor Converg.
 BR0514;SPC GA E     -   219,561.052   282,823.422   MT  0.99998457   +0 27 50.9
 BR0514;SPC GA E     -   720,343.22    927,896.51   sFT  0.99998457   +0 27 50.9
 BR0514;UTM  17      - 3,537,981.968   472,572.324   MT  0.99960928   -0 09 13.5
 BR0514
 BR0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0514!SPC GA E     -   1.00000423  x   0.99998457  =   0.99998880
 BR0514!UTM  17      -   1.00000423  x   0.99960928  =   0.99961351
 BR0514
 BR0514                          SUPERSEDED SURVEY CONTROL
 BR0514
 BR0514  NAD 83(1986)-  31 58 39.12237(N)    081 17 25.11286(W) AD(       ) 2
 BR0514  NGVD 29 (??/??/92)    4.235  (m)           13.89   (f) ADJ UNCH    1 2
 BR0514
 BR0514.Superseded values are not recommended for survey control.
 BR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0514.See file dsdata.txt to determine how the superseded data were derived.
 BR0514
 BR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7257237982(NAD 83)
 BR0514_MARKER: DR = REFERENCE MARK DISK
 BR0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BR0514_SP_SET: ABUTMENT
 BR0514_STAMPING: CAUSEWAY NO 3 1932
 BR0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BR0514
 BR0514  HISTORY     - Date     Condition        Report By
 BR0514  HISTORY     - 1932     MONUMENTED       CGS
 BR0514  HISTORY     - 1955     GOOD             NGS
 BR0514  HISTORY     - 1983     GOOD             GADT
 BR0514  HISTORY     - 19960426 GOOD             USPSQD
 BR0514
 BR0514                          STATION DESCRIPTION
 BR0514
 BR0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BR0514'3.4 MI N FROM RICHMOND HILL.
 BR0514'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE SEABOARD
 BR0514'AIR LINE RAILROAD STATION AT RICHMOND HILL, THENCE ABOUT 2.3 MILES
 BR0514'NORTHWEST ALONG U.S. HIGHWAY 17, AT HIGHWAY BRIDGE OVER OGEECHEE
 BR0514'RIVER AND THE CHATHAM-BRYAN COUNTY LINE, IN THE TOP OF THE SOUTHEAST
 BR0514'END OF THE SOUTHWEST ABUTMENT OF BRIDGE, 12 FEET SOUTHEAST OF CENTER
 BR0514'LINE OF HIGHWAY, 2 1/2 FEET SOUTHEAST OF CONCRETE BANISTER AND ABOUT
 BR0514'1/3 FOOT BELOW LEVEL OF HIGHWAY.
 BR0514
 BR0514                          STATION RECOVERY (1983)
 BR0514
 BR0514'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR0514'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) NORTH OF RICHMOND
 BR0514'HILL AT THE OGEECHEE MARINA ON THE OGEECHEE RIVER.
 BR0514'OWNERSHIP--REGGIE MILLER.  PHONE 912-233-3128.
 BR0514'
 BR0514'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND
 BR0514'STATE ROUTE 144 IN RICHMOND HILL, GO NORTH ALONG U.S. HIGHWAY 17
 BR0514'FOR 3.5 KM (2.2 MI) TO THE ENTRANCE TO THE OGEECHEE MARINA ON THE
 BR0514'LEFT. TURN LEFT INTO THE MARINA AND RIGHT GOING NORTH ALONG THE
 BR0514'OLD ABANDONED U.S. HIGHWAY 17 PAVEMENT FOR ABOUT 50 METERS
 BR0514'(165 FT) TO THE SOUTH END OF THE OLD HIGHWAY BRIDGE AND THE
 BR0514'STATION IN THE SOUTHEAST SIDE OF THE SOUTH BRIDGE ABUTMENT.
 BR0514'
 BR0514'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 BR0514'STAMPED---CAUSEWAY NO 3---,
 BR0514'SET FLUSH WITH THE SURFACE OF THE CONCRETE ABUTMENT.
 BR0514'IT IS LOCATED
 BR0514'4.0 METERS (13.1 FT) EAST FROM THE CENTERLINE OF THE OLD HIGHWAY.
 BR0514'
 BR0514'DESCRIBED BY T.B. KNIGHT.
 BR0514
 BR0514                          STATION RECOVERY (1996)
 BR0514
 BR0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 BR0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4013 ***********************************************************************
 CK4013  DESIGNATION -  CAUSTON
 CK4013  PID         -  CK4013
 CK4013  STATE/COUNTY-  GA/CHATHAM
 CK4013  USGS QUAD   -  SAVANNAH (1978)
 CK4013
 CK4013                         *CURRENT SURVEY CONTROL
 CK4013  ___________________________________________________________________
 CK4013* NAD 83(1994)-  32 03 53.16061(N)    081 01 38.51937(W)     ADJUSTED  
 CK4013* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 CK4013  ___________________________________________________________________
 CK4013  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CK4013  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 CK4013
 CK4013  HORZ ORDER  -  SECOND
 CK4013
 CK4013.The horizontal coordinates were established by classical geodetic methods
 CK4013.and adjusted by the National Geodetic Survey in September 1997..
 CK4013
 CK4013.The orthometric height was scaled from a topographic map.
 CK4013
 CK4013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4013
 CK4013.The geoid height was determined by GEOID03.
 CK4013
 CK4013;                    North         East     Units Scale Factor Converg.
 CK4013;SPC GA E     -   229,465.797   307,572.668   MT  1.00004266   +0 36 17.6
 CK4013;SPC GA E     -   752,839.04  1,009,094.66   sFT  1.00004266   +0 36 17.6
 CK4013;SPC SC       -    25,669.219   607,015.404   MT  1.00018159   -0 00 54.6
 CK4013;SPC SC       -    84,216.60  1,991,520.35   iFT  1.00018159   -0 00 54.6
 CK4013;UTM  17      - 3,547,614.973   497,416.907   MT  0.99960008   -0 00 52.3
 CK4013
 CK4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4013!SPC GA E     -   1.00000449  x   1.00004266  =   1.00004715
 CK4013!SPC SC       -   1.00000449  x   1.00018159  =   1.00018608
 CK4013!UTM  17      -   1.00000449  x   0.99960008  =   0.99960457
 CK4013
 CK4013:                Primary Azimuth Mark                     Grid Az
 CK4013:SPC GA E     -  HOPE                                     189 59 20.4
 CK4013:SPC SC       -  HOPE                                     190 36 32.6
 CK4013:UTM  17      -  HOPE                                     190 36 30.3
 CK4013
 CK4013|---------------------------------------------------------------------|
 CK4013| PID    Reference Object                     Distance      Geod. Az  |
 CK4013|                                                           dddmmss.s |
 CK4013| BR1038 HOPE                                APPROX. 8.4 KM 1903538.0 |
 CK4013| CK4017 BONAVENTURE TANK                    APPROX. 2.8 KM 2181800.5 |
 CK4013| CK3985 STEVENSON AVE SILVER TANK           APPROX. 8.6 KM 2235146.2 |
 CK4013| CK3996 LUDLOW BAGGING CO WATER TOWER       APPROX. 8.0 KM 2563613.7 |
 CK4013| CK3994 OGEECHEE RD USN E RADIO TWR         APPROX. 8.2 KM 2653902.3 |
 CK4013| CK3993 OGEECHEE RD USN W RADIO TWR         APPROX. 8.2 KM 2661041.1 |
 CK4013| CK4633 CAUSTON RM 1                         36.618 METERS 28502     |
 CK4013| CK4018 SAVANNAH R PURE OIL CO TANK         APPROX. 2.1 KM 3185755.9 |
 CK4013| CK4634 CAUSTON RM 2                         31.105 METERS 33340     |
 CK4013|---------------------------------------------------------------------|
 CK4013
 CK4013                          SUPERSEDED SURVEY CONTROL
 CK4013
 CK4013  NAD 83(1986)-  32 03 53.17322(N)    081 01 38.53563(W) AD(       ) 2
 CK4013  NAD 27      -  32 03 52.41700(N)    081 01 39.13900(W) AD(       ) 2
 CK4013
 CK4013.Superseded values are not recommended for survey control.
 CK4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4013.See file dsdata.txt to determine how the superseded data were derived.
 CK4013
 CK4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9741747615(NAD 83)
 CK4013_MARKER: DS = TRIANGULATION STATION DISK
 CK4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4013
 CK4013  HISTORY     - Date     Condition        Report By
 CK4013  HISTORY     - 1933     MONUMENTED       CGS
 CK4013  HISTORY     - 1934     GOOD             CGS
 CK4013  HISTORY     - 1965     MARK NOT FOUND   CGS
 CK4013
 CK4013                          STATION DESCRIPTION
 CK4013
 CK4013'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (KGC)
 CK4013'ON THE W BANK OF ST. AUGUSTINE CREEK AT THE POINT KNOWN AS
 CK4013'CAUSTON BLUFF ABOUT 4 MI. UPSTREAM FROM THUNDERBOLT.  STATION
 CK4013'MARK IS 12 M. W OF THE RIVER BANK AND ON A HIGH KNOLL ABOUT
 CK4013'200 YARDS N OF THE SITE OF A LARGE SAWMILL.
 CK4013'
 CK4013'R.M. 1 IS S OF THE STATION AND 8 M. W OF THE ROAD LEADING TO
 CK4013'THE STATION.
 CK4013'
 CK4013'R.M. 2 IS IN THE WOODS W OF THE STATION AND 10 M. W OF THE
 CK4013'W BANK OF A DEEP GULLEY RUNNING PARALLEL TO THE RIVER.
 CK4013'
 CK4013'HEIGHT OF LIGHT ABOVE STATION MARK 36 METERS.
 CK4013
 CK4013                          STATION RECOVERY (1934)
 CK4013
 CK4013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4013'RECOVERED.
 CK4013
 CK4013                          STATION RECOVERY (1965)
 CK4013
 CK4013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 CK4013'LOST.  THE STATION AND REFERENCE MARKS WERE THOROUGHLY SEARCHED
 CK4013'FOR BUT NOT RECOVERED.  THE STATION IS EITHER COVERED BY
 CK4013'THICK BRUSH AND TREES OR ERODED AWAY.  THERE WAS NO EVIDENCE
 CK4013'FOUND OF THE OLD SAWMILL REFERRED TO IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7682 ***********************************************************************
 AB7682  DESIGNATION -  CC002
 AB7682  PID         -  AB7682
 AB7682  STATE/COUNTY-  GA/CHEROKEE
 AB7682  USGS QUAD   -  BALL GROUND EAST (1993)
 AB7682
 AB7682                         *CURRENT SURVEY CONTROL
 AB7682  ___________________________________________________________________
 AB7682* NAD 83(1994)-  34 18 11.96515(N)    084 16 17.44802(W)     ADJUSTED  
 AB7682* NAVD 88     -       301.8    (meters)     990.     (feet)  GPS OBS   
 AB7682  ___________________________________________________________________
 AB7682  X           -     526,480.859 (meters)                     COMP
 AB7682  Y           -  -5,248,253.825 (meters)                     COMP
 AB7682  Z           -   3,574,444.068 (meters)                     COMP
 AB7682  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AB7682  ELLIP HEIGHT-         272.30  (meters)          (11/04/96) GPS OBS
 AB7682  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AB7682
 AB7682  HORZ ORDER  -  FIRST
 AB7682  ELLP ORDER  -  FIRST     CLASS II
 AB7682
 AB7682.The horizontal coordinates were established by GPS observations
 AB7682.and adjusted by the National Geodetic Survey in November 1996..
 AB7682
 AB7682.The orthometric height was determined by GPS observations and a
 AB7682.high-resolution geoid model.
 AB7682
 AB7682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7682
 AB7682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7682
 AB7682.The ellipsoidal height was determined by GPS observations
 AB7682.and is referenced to NAD 83.
 AB7682
 AB7682.The geoid height was determined by GEOID03.
 AB7682
 AB7682;                    North         East     Units Scale Factor Converg.
 AB7682;SPC GA W     -   477,151.517   690,349.290   MT  0.99990115   -0 03 32.7
 AB7682;SPC GA W     - 1,565,454.60  2,264,920.96   sFT  0.99990115   -0 03 32.7
 AB7682;UTM  16      - 3,799,159.841   751,105.595   MT  1.00037731   +1 32 18.6
 AB7682
 AB7682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7682!SPC GA W     -   0.99995726  x   0.99990115  =   0.99985841
 AB7682!UTM  16      -   0.99995726  x   1.00037731  =   1.00033455
 AB7682
 AB7682                          SUPERSEDED SURVEY CONTROL
 AB7682
 AB7682.No superseded survey control is available for this station.
 AB7682
 AB7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5110699160(NAD 83)
 AB7682_MARKER: DD = SURVEY DISK
 AB7682_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB7682_STAMPING: CC002
 AB7682_MARK LOGO: GA-117
 AB7682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB7682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7682+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7682
 AB7682  HISTORY     - Date     Condition        Report By
 AB7682  HISTORY     - 1996     MONUMENTED       HOFFMA
 AB7682  HISTORY     - 20050224 MARK NOT FOUND   INDIV
 AB7682
 AB7682                          STATION DESCRIPTION
 AB7682
 AB7682'DESCRIBED BY HOFFMAN AND COMPANY 1996 (MWB)
 AB7682'TO REACH THE STATION FROM THE INTERSECTION OF S.R.  372 AND S.R.  369
 AB7682'(AKA MATT HIGHWAY) IN CHEROKEE COUNTY, GO NORTHEASTERLY ON S.R.  369
 AB7682'FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF S.R.  369 AND YELLOW CREEK
 AB7682'ROAD, THEN TURN LEFT ON YELLOW CREEK ROAD AND GO NORTHWEST FOR 1.1 MI
 AB7682'(1.8 KM) TO STATION ON THE RIGHT.  THE STATION IS A 3.5 INCH ALUMINUM
 AB7682'DISK ON A 6 INCH DIA.  CONC.  POST SET AT APPROX.  0.1 FT (3.0 CM)
 AB7682'BELOW THE SURFACE.  THE STATION IS LOCATED 14.6 FT (4.5 M) SOUTHEAST
 AB7682'OF THE EDGE OF YELLOW CREEK ROAD, 19.0 FT (5.8 M) NORTHWEST OF A
 AB7682'HOGWIRE FENCE, 133.1 FT (40.6 M) SOUTHWEST OF A POWER POLE WERE TWO
 AB7682'LINES INTERSECT.  STATION IS THE AZIMUTH MARK FOR CC001
 AB7682
 AB7682                          STATION RECOVERY (2005)
 AB7682
 AB7682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AB7682'MARK NOT FOUND NEW SUBDIVISON ENTRANCE AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5786 ***********************************************************************
 AI5786  SACS        -  This is a Secondary Airport Control Station.
 AI5786  DESIGNATION -  CCO A
 AI5786  PID         -  AI5786
 AI5786  STATE/COUNTY-  GA/COWETA
 AI5786  USGS QUAD   -  NEWNAN SOUTH (1981)
 AI5786
 AI5786                         *CURRENT SURVEY CONTROL
 AI5786  ___________________________________________________________________
 AI5786* NAD 83(1994)-  33 18 58.16076(N)    084 46 31.85841(W)     ADJUSTED  
 AI5786* NAVD 88     -       292.17   (meters)     958.6    (feet)  GPS OBS   
 AI5786  ___________________________________________________________________
 AI5786  X           -     485,842.180 (meters)                     COMP
 AI5786  Y           -  -5,313,350.449 (meters)                     COMP
 AI5786  Z           -   3,483,457.458 (meters)                     COMP
 AI5786  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AI5786  ELLIP HEIGHT-         263.14  (meters)          (06/06/00) GPS OBS
 AI5786  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AI5786
 AI5786  HORZ ORDER  -  FIRST
 AI5786  ELLP ORDER  -  FOURTH    CLASS II
 AI5786
 AI5786.This mark is at Newnan-Cowetta County Airport (CCO)
 AI5786
 AI5786.The horizontal coordinates were established by GPS observations
 AI5786.and adjusted by the National Geodetic Survey in June 2000..
 AI5786
 AI5786.The orthometric height was determined by GPS observations and a
 AI5786.high-resolution geoid model.
 AI5786
 AI5786.GPS derived orthometric heights for airport stations designated as
 AI5786.PACS or SACS are published to 2 decimal places.  This maintains
 AI5786.centimeter relative accuracy between the PACS and SACS.  It does
 AI5786.not indicate centimeter accuracy relative to other marks which are
 AI5786.part of the NAVD 88 network.
 AI5786
 AI5786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5786
 AI5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5786
 AI5786.The ellipsoidal height was determined by GPS observations
 AI5786.and is referenced to NAD 83.
 AI5786
 AI5786.The geoid height was determined by GEOID03.
 AI5786
 AI5786;                    North         East     Units Scale Factor Converg.
 AI5786;SPC GA W     -   367,827.293   643,310.091   MT  0.99993961   -0 20 03.9
 AI5786;SPC GA W     - 1,206,780.04  2,110,593.19   sFT  0.99993961   -0 20 03.9
 AI5786;UTM  16      - 3,688,545.510   707,078.514   MT  1.00012872   +1 13 20.1
 AI5786
 AI5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5786!SPC GA W     -   0.99995869  x   0.99993961  =   0.99989830
 AI5786!UTM  16      -   0.99995869  x   1.00012872  =   1.00008740
 AI5786
 AI5786                          SUPERSEDED SURVEY CONTROL
 AI5786
 AI5786.No superseded survey control is available for this station.
 AI5786
 AI5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0707988546(NAD 83)
 AI5786_MARKER: DD = SURVEY DISK
 AI5786_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5786_SP_SET: CONCRETE DRAIN FOUNDATION
 AI5786_STAMPING: CCO A
 AI5786_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5786+STABILITY: SURFACE MOTION
 AI5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5786+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5786
 AI5786  HISTORY     - Date     Condition        Report By
 AI5786  HISTORY     - 1998     MONUMENTED       NGS
 AI5786
 AI5786                          STATION DESCRIPTION
 AI5786
 AI5786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI5786'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 8 KM (4.95
 AI5786'MI) SOUTH-SOUTHEAST OF NEWNAN, 1.3 KM (0.80 MI) SOUTHEAST OF
 AI5786'INTERSTATE HIGHWAY 85, AT THE COWETA COUNTY AIRPORT, NEAR THE
 AI5786'NORTHWEST END OF THE AIRFIELD, BETWEEN THE RUNWAY AND PARALLEL TAXI,
 AI5786'AND INSIDE A CURVE IN THE TAXI TO RUNWAY END 14.  OWNERSHIP--CITY OF
 AI5786'NEWNAN AND COWETA COUNTY, 115 AIRPORT ROAD, NEWNAN, GA 30263. AIRPORT
 AI5786'MANAGER IS SCOTT FULLER.  PHONE 770-254-9406.  TO REACH FROM THE
 AI5786'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 85 AND U.S. HIGHWAYS
 AI5786'27 ALTERNATE AND 29 AT EXIT 8 (ABOUT 6.4 KM (3.95 MI) SOUTH-SOUTHEAST
 AI5786'OF NEWNAN) , GO SOUTHEAST ON HIGHWAYS 27A AND 29 FOR 1.4 KM (0.85 MI)
 AI5786'TO A PAVED ROAD LEFT.  TURN LEFT, NORTHEAST, ON AIRPORT ROAD FOR 0.4
 AI5786'KM (0.25 MI) TO ROAD END AT AIRPORT PARKING LOT AND OFFICE ON THE
 AI5786'RIGHT.  TURN RIGHT, SOUTHEAST, THEN LEFT, NORTHEAST, PASSING AROUND
 AI5786'THE OFFICE AND MAIN HANGAR FOR 0.2 KM (0.10 MI) TO THE PARALLEL TAXI.
 AI5786'TURN LEFT, NORTHWEST, ALONG THE TAXI FOR 0.45 KM (0.25 MI) TO THE
 AI5786'STATION ON THE RIGHT.  THE STATION IS A 30 CM SURVEY DISK SET IN THE
 AI5786'TOP OF AND NEAR THE CENTER OF THE NORTHWEST SIDE OF THE CONCRETE
 AI5786'FOUNDATION OF A STEEL DRAIN.  IT IS 61.8 M (202.8 FT) SOUTHWEST OF THE
 AI5786'SOUTHWEST EDGE OF THE RUNWAY, 14.8 M (48.6 FT) NORTHEAST OF AND ABOUT
 AI5786'1.2 M (3.9 FT) LOWER THAN THE TAXI CENTER, 10.0 M (32.8 FT)
 AI5786'EAST-SOUTHEAST OF THE 7TH TAXI LIGHT FROM THE RUNWAY, 9.1 M (29.9 FT)
 AI5786'NORTH-NORTHWEST OF THE 8TH TAXI LIGHT FROM THE RUNWAY END, AND 0.1 M
 AI5786'(0.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE STEEL DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2293 ***********************************************************************
 EE2293  CBN         -  This is a Cooperative Base Network Control Station.
 EE2293  PACS        -  This is a Primary Airport Control Station.
 EE2293  DESIGNATION -  CEDAPORT
 EE2293  PID         -  EE2293
 EE2293  STATE/COUNTY-  GA/POLK
 EE2293  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2293
 EE2293                         *CURRENT SURVEY CONTROL
 EE2293  ___________________________________________________________________
 EE2293* NAD 83(1994)-  34 01 07.79429(N)    085 08 57.64362(W)     ADJUSTED  
 EE2293* NAVD 88     -       296.15   (meters)     971.6    (feet)  GPS OBS   
 EE2293  ___________________________________________________________________
 EE2293  X           -     447,511.496 (meters)                     COMP
 EE2293  Y           -  -5,273,356.965 (meters)                     COMP
 EE2293  Z           -   3,548,327.598 (meters)                     COMP
 EE2293  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EE2293  ELLIP HEIGHT-         267.18  (meters)          (03/09/95) GPS OBS
 EE2293  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2293
 EE2293  HORZ ORDER  -  B
 EE2293  ELLP ORDER  -  FIRST     CLASS I
 EE2293
 EE2293.This mark is at Cornelius-Moore Fld Airport (4A4)
 EE2293
 EE2293.The horizontal coordinates were established by GPS observations
 EE2293.and adjusted by the National Geodetic Survey in March 1995..
 EE2293
 EE2293.The orthometric height was determined by GPS observations and a
 EE2293.high-resolution geoid model.
 EE2293
 EE2293.GPS derived orthometric heights for airport stations designated as
 EE2293.PACS or SACS are published to 2 decimal places.  This maintains
 EE2293.centimeter relative accuracy between the PACS and SACS.  It does
 EE2293.not indicate centimeter accuracy relative to other marks which are
 EE2293.part of the NAVD 88 network.
 EE2293
 EE2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2293
 EE2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2293
 EE2293.The ellipsoidal height was determined by GPS observations
 EE2293.and is referenced to NAD 83.
 EE2293
 EE2293.The geoid height was determined by GEOID03.
 EE2293
 EE2293;                    North         East     Units Scale Factor Converg.
 EE2293;SPC GA W     -   446,027.796   609,242.868   MT  1.00000151   -0 32 59.3
 EE2293;SPC GA W     - 1,463,342.86  1,998,824.31   sFT  1.00000151   -0 32 59.3
 EE2293;UTM  16      - 3,765,788.270   670,877.417   MT  0.99995995   +1 02 08.3
 EE2293
 EE2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2293!SPC GA W     -   0.99995806  x   1.00000151  =   0.99995957
 EE2293!UTM  16      -   0.99995806  x   0.99995995  =   0.99991801
 EE2293
 EE2293:                Primary Azimuth Mark                     Grid Az
 EE2293:SPC GA W     -  CEDAPORT AZ MK                           097 28 58.6
 EE2293:UTM  16      -  CEDAPORT AZ MK                           095 53 51.0
 EE2293
 EE2293|---------------------------------------------------------------------|
 EE2293| PID    Reference Object                     Distance      Geod. Az  |
 EE2293|                                                           dddmmss.s |
 EE2293| EE2296 CEDAPORT AZ MK                      APPROX. 0.9 KM 0965559.3 |
 EE2293| AI0387 4A4 A                               APPROX. 0.5 KM 0975949.4 |
 EE2293|---------------------------------------------------------------------|
 EE2293
 EE2293                          SUPERSEDED SURVEY CONTROL
 EE2293
 EE2293  NAD 83(1994)-  34 01 07.79719(N)    085 08 57.64511(W) AD(       ) 3
 EE2293  NAD 83(1986)-  34 01 07.79711(N)    085 08 57.64178(W) AD(       ) 3
 EE2293  NGVD 29 (09/27/88)  296.2    (m)          972.     (f) GPS OBS        
 EE2293
 EE2293.Superseded values are not recommended for survey control.
 EE2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2293.See file dsdata.txt to determine how the superseded data were derived.
 EE2293
 EE2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7087765788(NAD 83)
 EE2293_MARKER: F = FLANGE-ENCASED ROD
 EE2293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EE2293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EE2293_STAMPING: CEDAPORT 1987
 EE2293_MARK LOGO: NGS   
 EE2293_PROJECTION: RECESSED 8 CENTIMETERS
 EE2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2293+STABILITY: POSITION/ELEVATION WELL
 EE2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2293+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 EE2293_ROD/PIPE-DEPTH: 6.7  meters
 EE2293_SLEEVE-DEPTH  : 1 meters
 EE2293
 EE2293  HISTORY     - Date     Condition        Report By
 EE2293  HISTORY     - 1987     MONUMENTED       NGS
 EE2293  HISTORY     - 19940401 GOOD             NGS
 EE2293  HISTORY     - 19981023 GOOD             NGS
 EE2293  HISTORY     - 20050309 GOOD             GAPC
 EE2293  HISTORY     - 20050418 GOOD             INDIV
 EE2293
 EE2293                          STATION DESCRIPTION
 EE2293
 EE2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2293'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 EE2293'EAST OF CEDARTOWN,
 EE2293'9.6 KM (6.0 MI) WEST OF ROCKMART, AT THE CORNELIUS-MOORE FIELD
 EE2293'AIRPORT, AT THE JUNCTION OF THE RAMP AND THE SINGLE RUNWAY.
 EE2293'OWNERSHIP--POLK COUNTY, C/O COUNTY MANAGER, KENNETH MCELWEE, CITY
 EE2293'HALL, CEDARTOWN GA 30125.  PHONE (404) 748-1305.
 EE2293'
 EE2293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 278 AND
 EE2293'STATE HIGHWAYS 1, 6, IN CEDARTOWN, GO EAST FOR
 EE2293'5.1 KM (3.15 MI) ON HIGHWAYS 6 AND 278 TO THE POLK MEMORY GARDENS
 EE2293'THE LEFT.
 EE2293'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 6.0 KM (3.75 MI) ON THE
 EE2293'HIGHWAYS TO A CROSSROAD.
 EE2293'TURN LEFT AND GO NORTH FOR 30.0 METERS (100.0 FT) ON BARBER ROAD TO
 EE2293'A FORK.
 EE2293'FOLLOW THE LEFT FORK AND GO NORTHWEST FOR 1.4 KM (0.9 MI) ON
 EE2293'AIRPORT ROAD TO ITS END AT THE AIRPORT GATE.  PASS THROUGH GATE AND
 EE2293'GO WEST, THEN NORTH FOR 0.2 KM (0.1 MI) ON TARMAC TO THE RUNWAY AND
 EE2293'THE STATION ON THE RIGHT.
 EE2293'
 EE2293'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 EE2293'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 6.7 METERS IN A GREASE
 EE2293'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14 CM
 EE2293'PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 EE2293'STAMPED---CEDAPORT 1987---,
 EE2293'FLUSH WITH THE GROUND.  LOCATED
 EE2293'18.5 METERS (60.7 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 EE2293'17.2 METERS (56.5 FT) EAST FROM THE CENTER OF THE RAMP,
 EE2293'6.0 METERS (19.7 FT) SOUTHEAST FROM THE CURVED PAVEMENT EDGE, AND
 EE2293'4.7 METERS (15.5 FT) SOUTHWEST FROM THE EAST ONE OF TWO RUNWAY
 EE2293'LIGHTS.
 EE2293'
 EE2293'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 EE2293
 EE2293                          STATION RECOVERY (1994)
 EE2293
 EE2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 EE2293'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF CEDARTOWN,  6.0
 EE2293'MI (9.7 KM) WEST OF ROCKMART AT THE CORNELIUS-MOORE FIELD AIRPORT AT
 EE2293'THE JUCTION OF THE RAMP AND RUNWAY.  OWNERSHIP--POLK COUNTY, C/O
 EE2293'COUNTY COMMISSIONER KENNETH MCELWEE.  PHONE (404) 749-2100,  AIRPORT
 EE2293'PHONE (404)748-5700. TO REACH THE STATION FROM THE JUCTION OF U.S.
 EE2293'HIGHWAYS 27 (TRUCK ROUTE), 278 AND STATE HIGHWAYS 1 AND 6 ABOUT 2.0 MI
 EE2293'(3.2 KM) EAST OF CEDARTOWN, GO EAST ON U.S. HIGHWAY 278 AND STATE
 EE2293'HIGHWAY 6 FOR 1.15 MI (1.85 KM) TO THE POLK MEMORY GARDENS ON THE
 EE2293'LEFT, CONTINUE EAST ON HIGHWAYS 278 AND 6 FOR 3.75 MI (6.03 KM) TO A
 EE2293'CROSSROAD, TURN LEFT ON BARBER ROAD FOR 20 M (65.6 FT) TO A FORK
 EE2293'(AIRPORT ROAD LEFT AND BARBER ROAD RIGHT), BEAR LEFT AND GO NORTHWEST
 EE2293'ON AIRPORT ROAD FOR 0.95 MI (1.53 KM) TO A GATE, PASS THROUGH GATE AND
 EE2293'GO WEST THEN NORTH FOR 0.1 MI (0.2 KM) BETWEEN HANGERS, ACROSS TARMAC
 EE2293'AND ALONG RAMP TO THE RUNWAY AND STATION ON THE RIGHT. THE STATION IS
 EE2293'RECESSED 8 CM BELOW GROUND LEVEL.  LOCATED 18.5 M (60.7 FT) SOUTH FROM
 EE2293'RUNWAY CENTERLINE, 17.2 M (56.4 FT) EAST OF RAMP CENTER LINE, 16.0 M
 EE2293'(52.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 0.6 M (2.0 FT) SQUARE
 EE2293'CONCRETE COVER (MARKED 2-4 DUCT) FLUSH WITH GROUND, 6.0 M (19.7 FT)
 EE2293'SOUTHEAST FROM CURVED PAVEMENT EDGE AND 4.7 M (15.4 FT) SOUTHWEST OF A
 EE2293'RUNWAY LIGHT ON EAST SIDE OF RAMP. NOTE--AIRPORT GATE IS ALWAYS
 EE2293'UNLOCKED.
 EE2293
 EE2293                          STATION RECOVERY (1998)
 EE2293
 EE2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 EE2293'STATION WAS RECOVERED USING THE LAST RECOVERY DESCRIPTION.
 EE2293
 EE2293                          STATION RECOVERY (2005)
 EE2293
 EE2293'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (GEK)
 EE2293'MARK RECOVERED AS DESCRIBED.
 EE2293
 EE2293                          STATION RECOVERY (2005)
 EE2293
 EE2293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDB)
 EE2293'RECOVERED AS DESCRIBED, BY JOHN BURKE (PSI)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2296 ***********************************************************************
 EE2296  SACS        -  This is a Secondary Airport Control Station.
 EE2296  DESIGNATION -  CEDAPORT AZ MK
 EE2296  PID         -  EE2296
 EE2296  STATE/COUNTY-  GA/POLK
 EE2296  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2296
 EE2296                         *CURRENT SURVEY CONTROL
 EE2296  ___________________________________________________________________
 EE2296* NAD 83(1994)-  34 01 04.38211(N)    085 08 23.95797(W)     ADJUSTED  
 EE2296* NAVD 88     -       290.38   (meters)     952.7    (feet)  GPS OBS   
 EE2296  ___________________________________________________________________
 EE2296  X           -     448,377.273 (meters)                     COMP
 EE2296  Y           -  -5,273,337.647 (meters)                     COMP
 EE2296  Z           -   3,548,237.218 (meters)                     COMP
 EE2296  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EE2296  ELLIP HEIGHT-         261.40  (meters)          (06/30/99) GPS OBS
 EE2296  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2296
 EE2296  HORZ ORDER  -  FIRST
 EE2296  ELLP ORDER  -  THIRD     CLASS I
 EE2296
 EE2296.This mark is at Cornelius-Moore Fld Airport (4A4)
 EE2296
 EE2296.The horizontal coordinates were established by GPS observations
 EE2296.and adjusted by the National Geodetic Survey in June 1999..
 EE2296
 EE2296.The orthometric height was determined by GPS observations and a
 EE2296.high-resolution geoid model.
 EE2296
 EE2296.GPS derived orthometric heights for airport stations designated as
 EE2296.PACS or SACS are published to 2 decimal places.  This maintains
 EE2296.centimeter relative accuracy between the PACS and SACS.  It does
 EE2296.not indicate centimeter accuracy relative to other marks which are
 EE2296.part of the NAVD 88 network.
 EE2296
 EE2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2296
 EE2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2296
 EE2296.The ellipsoidal height was determined by GPS observations
 EE2296.and is referenced to NAD 83.
 EE2296
 EE2296.The geoid height was determined by GEOID03.
 EE2296
 EE2296;                    North         East     Units Scale Factor Converg.
 EE2296;SPC GA W     -   445,914.411   610,106.095   MT  0.99999958   -0 32 40.4
 EE2296;SPC GA W     - 1,462,970.86  2,001,656.41   sFT  0.99999958   -0 32 40.4
 EE2296;UTM  16      - 3,765,698.815   671,743.417   MT  0.99996361   +1 02 27.0
 EE2296
 EE2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2296!SPC GA W     -   0.99995897  x   0.99999958  =   0.99995855
 EE2296!UTM  16      -   0.99995897  x   0.99996361  =   0.99992258
 EE2296
 EE2296:                Primary Azimuth Mark                     Grid Az
 EE2296:SPC GA W     -  CEDAPORT                                 277 28 58.6
 EE2296:UTM  16      -  CEDAPORT                                 275 53 51.2
 EE2296
 EE2296|---------------------------------------------------------------------|
 EE2296| PID    Reference Object                     Distance      Geod. Az  |
 EE2296|                                                           dddmmss.s |
 EE2296| EE2293 CEDAPORT                            APPROX. 0.9 KM 2765618.2 |
 EE2296|---------------------------------------------------------------------|
 EE2296
 EE2296                          SUPERSEDED SURVEY CONTROL
 EE2296
 EE2296  NAD 83(1994)-  34 01 04.38193(N)    085 08 23.95781(W) AD(       ) 3
 EE2296  ELLIP H (09/03/97)  261.37   (m)                       GP(       ) 4 2
 EE2296  NAD 83(1994)-  34 01 04.38525(N)    085 08 23.95967(W) AD(       ) 3
 EE2296  NAD 83(1986)-  34 01 04.38454(N)    085 08 23.95606(W) AD(       ) 3
 EE2296  NGVD 29 (09/27/88)  290.4    (m)          953.     (f) GPS OBS        
 EE2296
 EE2296.Superseded values are not recommended for survey control.
 EE2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2296.See file dsdata.txt to determine how the superseded data were derived.
 EE2296
 EE2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC7174365699(NAD 83)
 EE2296_MARKER: F = FLANGE-ENCASED ROD
 EE2296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EE2296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EE2296_STAMPING: CEDAPORT AZ MK
 EE2296_MARK LOGO: NGS   
 EE2296_MAGNETIC: I = MARKER IS A STEEL ROD
 EE2296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE2296+STABILITY: POSITION/ELEVATION WELL
 EE2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2296+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1998
 EE2296
 EE2296  HISTORY     - Date     Condition        Report By
 EE2296  HISTORY     - 1987     MONUMENTED       NGS
 EE2296  HISTORY     - 19981023 GOOD             NGS
 EE2296
 EE2296                          STATION DESCRIPTION
 EE2296
 EE2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2296'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 EE2296'EAST OF CEDARTOWN,
 EE2296'9.6 KM (6.0 MI) WEST OF ROCKMART, AT THE CORNELIUS-MOORE FIELD
 EE2296'AIRPORT, AT THE SOUTHEAST CORNER OF THE RUNWAY.
 EE2296'OWNERSHIP--POLK COUNTY, C/O COUNTY MANAGER KENNETH MCELWEE, CITY
 EE2296'HALL, CEDARTOWN GA 30125.  PHONE (404) 748-1305.
 EE2296'
 EE2296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27, 278 AND
 EE2296'STATE HIGHWAYS 1, 6, IN CEDARTOWN, GO EAST FOR
 EE2296'5.1 KM (3.15 MI) ON HIGHWAYS 6 AND 278 TO THE POLK MEMORY GARDENS
 EE2296'ON THE LEFT.
 EE2296'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 6.0 KM (3.75 MI) ON THE
 EE2296'HIGHWAYS TO A CROSSROAD.
 EE2296'TURN LEFT AND GO NORTH FOR 30.0 METERS (100.0 FT) ON BARBER ROAD
 EE2296'TO A FORK.
 EE2296'FOLLOW THE LEFT FORK AND GO NORTHWEST FOR 1.4 KM (0.9 MI) ON
 EE2296'AIRPORT ROAD TO ITS END AT THE AIRPORT GATE.  PASS THROUGH THE GATE
 EE2296'AND GO WEST, THEN NORTH FOR 0.2 KM (0.1 MI) ON TARMAC TO THE
 EE2296'RUNWAY.  TURN RIGHT AND GO EAST FOR 0.8 KM (0.5 MI) ALONG RUNWAY TO
 EE2296'THE RUNWAY END AND THE STATION ON THE RIGHT.
 EE2296'
 EE2296'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD 8 CM BELOW
 EE2296'GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 8.5 METERS, IN A GREASE
 EE2296'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER, ENCASED IN A 14 CM
 EE2296'PVC PIPE COVERED BY A STANDARD METAL NGS LOGO CAP
 EE2296'STAMPED---CEDAPORT AZ MK 1987---,
 EE2296'FLUSH WITH THE GROUND.  LOCATED
 EE2296'17.0 METERS (55.8 FT) SOUTH FROM THE CENTER OF THE RUNWAY,
 EE2296'7.0 METERS (23.0 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 EE2296'RUNWAY,
 EE2296'5.8 METERS (19.0 FT) SOUTH FROM THE EDGE OF THE PAVEMENT, AND
 EE2296'6.3 METERS (20.7 FT) WEST-SOUTHWEST FROM THE MOST SOUTHERLY RUNWAY
 EE2296'END LIGHT.
 EE2296'
 EE2296'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 EE2296
 EE2296                          STATION RECOVERY (1998)
 EE2296
 EE2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 EE2296'THE STATION WAS RECOVERED USING THE LATEST RECOVERY DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1742 ***********************************************************************
 ED1742  DESIGNATION -  CEDAR
 ED1742  PID         -  ED1742
 ED1742  STATE/COUNTY-  GA/BARROW
 ED1742  USGS QUAD   -  AUBURN (1993)
 ED1742
 ED1742                         *CURRENT SURVEY CONTROL
 ED1742  ___________________________________________________________________
 ED1742* NAD 83(1994)-  34 01 19.66907(N)    083 45 52.84436(W)     ADJUSTED  
 ED1742* NAVD 88     -       307.28   (+/-2cm)    1008.1    (feet)  VERTCON   
 ED1742  ___________________________________________________________________
 ED1742  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 ED1742  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED1742
 ED1742  HORZ ORDER  -  SECOND
 ED1742  VERT ORDER  -  THIRD ? (See Below)
 ED1742
 ED1742.The horizontal coordinates were established by classical geodetic methods
 ED1742.and adjusted by the National Geodetic Survey in September 1997..
 ED1742
 ED1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1742.The vertical order pertains to the NGVD 29 superseded value.
 ED1742
 ED1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1742
 ED1742.The geoid height was determined by GEOID03.
 ED1742
 ED1742;                    North         East     Units Scale Factor Converg.
 ED1742;SPC GA W     -   446,031.061   737,124.314   MT  0.99991698   +0 13 29.7
 ED1742;SPC GA W     - 1,463,353.57  2,418,382.02   sFT  0.99991698   +0 13 29.7
 ED1742;UTM  17      - 3,768,057.422   244,716.785   MT  1.00040344   -1 32 51.8
 ED1742
 ED1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1742!SPC GA W     -   0.99995639  x   0.99991698  =   0.99987337
 ED1742!UTM  17      -   0.99995639  x   1.00040344  =   1.00035981
 ED1742
 ED1742:                Primary Azimuth Mark                     Grid Az
 ED1742:SPC GA W     -  CEDAR AZ MK                              066 20 22.4
 ED1742:UTM  17      -  CEDAR AZ MK                              068 06 43.9
 ED1742
 ED1742|---------------------------------------------------------------------|
 ED1742| PID    Reference Object                     Distance      Geod. Az  |
 ED1742|                                                           dddmmss.s |
 ED1742| CZ4739 CEDAR AZ MK                                        0663352.1 |
 ED1742| DF2599 WINDER CTHSE SPIRE                  APPROX. 5.2 KM 1293624.6 |
 ED1742| CZ4741 CEDAR RM 1                                         22730     |
 ED1742| ED1743 MERRETT                             APPROX. 9.4 KM 3061119.3 |
 ED1742| CZ4742 CEDAR RM 2                                         34152     |
 ED1742|---------------------------------------------------------------------|
 ED1742
 ED1742                          SUPERSEDED SURVEY CONTROL
 ED1742
 ED1742  NAD 83(1986)-  34 01 19.67576(N)    083 45 52.84372(W) AD(       ) 2
 ED1742  NAD 27      -  34 01 19.28100(N)    083 45 53.23300(W) AD(       ) 2
 ED1742  NGVD 29 (07/19/86)  307.28   (m)         1008.1    (f) LEVELING    3  
 ED1742
 ED1742.Superseded values are not recommended for survey control.
 ED1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1742.See file dsdata.txt to determine how the superseded data were derived.
 ED1742
 ED1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4471768057(NAD 83)
 ED1742_MARKER: DS = TRIANGULATION STATION DISK
 ED1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1742
 ED1742  HISTORY     - Date     Condition        Report By
 ED1742  HISTORY     - 1935     MONUMENTED       CGS
 ED1742  HISTORY     - 1953     GOOD             CGS
 ED1742  HISTORY     - 1973     MARK NOT FOUND   USGS
 ED1742  HISTORY     - 1973     GOOD             NGS
 ED1742  HISTORY     - 1974     GOOD             NGS
 ED1742  HISTORY     - 1975     GOOD             NGS
 ED1742
 ED1742                          STATION DESCRIPTION
 ED1742
 ED1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 ED1742'ABOUT 3 MILES SOUTHWEST OF HOSCHTON, 1-7/8 MILES WEST-NORTHWEST OF
 ED1742'WINDER, AT NORTHEAST CORNER OF CEDAR HILL CROSSROADS, BEHIND STORE
 ED1742'AND FILLING STATION OF J.O ELLIOTT, ON PROPERTY BELONGING TO J.H.
 ED1742'HARWELL, 250 FEET EAST OF ROAD INTERSECTION, 150 FEET SOUTH OF
 ED1742'NORTHEAST-SOUTHWEST ROAD LEADING TO GAINESVILLE, 80 FEET
 ED1742'NORTH-NORTHEAST OF CENTER LINE OF ROAD LEADING TO STATION AND 21
 ED1742'FEET NORTH OF NORTH CORNER OF STORE BUILDING.  TO REACH FROM
 ED1742'COURTHOUSE AT WINDER, GO NORTHWEST ON ATHENS STREET, 1.3 MILES TO Y,
 ED1742'TAKE RIGHT FORK (STRAIGHT AHEAD) FOR 2.2 MILES TO CEDAR HILL
 ED1742'CROSSROADS AND STATION ON RIGHT.  SURFACE AND UNDERGROUND MARKS
 ED1742'ARE STANDARD DISKS IN CONCRETE.  UPPER MARK PROJECTS
 ED1742'ABOUT 3 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 ED1742'ROUND
 ED1742'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES, IS
 ED1742'ABOUT 7 YARDS SOUTH-SOUTHWEST OF CENTER LINE OF ROAD AND 101.18 FEET
 ED1742'(SLOPE) SOUTHWEST OF STATION S 47 DEG 30 MIN W.  NO. 2
 ED1742'PROJECTS ABOUT 6 INCHES, IS ON ROAD TO GAINESVILLE, 8 YARDS SOUTH OF
 ED1742'CENTER LINE OF ROAD AND 126.02 FEET (SLOPE) NORTH OF STATION N 18
 ED1742'DEG 08 MIN W.  AZIMUTH MARK PROJECTS ABOUT 6 INCHES, IS ON
 ED1742'ROAD TO GAINESVILLE, 0.3 MILE (BY ROAD) FROM ROAD INTERSECTION, 20
 ED1742'FEET SOUTHEAST OF CENTER LINE OF ROAD, 5 FEET SOUTHEAST OF 6-INCH OAK
 ED1742'TREE AND 0.3 MILE NORTHEAST OF STATION N 66 DEG 34 MIN E.
 ED1742
 ED1742                          STATION RECOVERY (1953)
 ED1742
 ED1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 ED1742'STATION, AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED
 ED1742'AND IN GOOD CONDITION.  REFERENCE MARK 3 WAS ESTABLISHED.  THE STORE,
 ED1742'MENTIONED IN THE 1935 DESCRIPTION, HAS BURNED DOWN, AND THE LAND
 ED1742'IS NOW OWNED BY MR. WALTER E. PARKER.  A NEW DESCRIPTION FOLLOWS--
 ED1742'
 ED1742'STATION IS LOCATED 3.5 MI. W-NW OF WINDER, ON STATE HIGHWAY 211, IN
 ED1742'THE NE ANGLE OF THE CEDAR HILL CROSSROAD, AND ON PROPERTY OWNED BY
 ED1742'MR. WALTER E. PARKER.  IT IS 72 FT. N OF THE SW CORNER OF MR.
 ED1742'PARKERS HOUSE, 75 FT. NE OF THE CENTERLINE OF STATE HIGHWAY 211, 150
 ED1742'FT. S-SE OF THE CENTERLINE OF THE ROAD LEADING TO THE AZIMUTH
 ED1742'MARK, AND 16 FT. E-SE OF A WATER OAK TREE.  SURFACE STATION MARK IS A
 ED1742'STANDARD STATION DISK, STAMPED CEDAR 1935 AND SET IN THE TOP OF A
 ED1742'CONCRETE POST PROJECTING 2 IN.
 ED1742'
 ED1742'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 ED1742'CONCRETE POST.
 ED1742'
 ED1742'REFERENCE MARK 2 IS 126.02 FT. N-NW OF THE STATION, 24 FT. S-SW OF
 ED1742'THE CENTERLINE OF THE ROAD LEADING TO THE AZIMUTH MARK, 6 FT.  SW OF
 ED1742'THE BANK OF THE ROAD, AND ABOUT 12 FT. HIGHER THAN THE LEVEL OF THE
 ED1742'ROADBED.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED CEDAR NO 2
 ED1742'1935 AND SET IN CONCRETE PROJECTING 3 IN.
 ED1742'
 ED1742'REFERENCE MARK 3 IS 54.85 FT. E OF THE STATION.  IT IS A STANDARD
 ED1742'DISK, STAMPED CEDAR NO 3 1935 AND SET IN A DRILL HOLE IN THE BOTTOM
 ED1742'CONCRETE STEP OF THE CONCRETE PORCH OF MR. PARKERS HOUSE.
 ED1742'
 ED1742'AZIMUTH MARK IS 0.3 MI. NE OF THE STATION, ON THE PROPERTY OF DANIEL
 ED1742'S. WATKINS, 25 FT. S OF THE CENTERLINE OF THE DIRT ROAD, 24 FT. SE OF
 ED1742'THE E MOST ONE OF THREE OAK TREES, AND IN THE NW CORNER OF A
 ED1742'CULTIVATED FIELD.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 ED1742'CEDAR AZI 1935 AND SET IN CONCRETE PROJECTING 6 IN.
 ED1742'
 ED1742'TO REACH THE STATION FROM THE COURTHOUSE IN WINDER, GO NE ON STATE
 ED1742'HIGHWAY 211 FOR 3.5 MI. TO A CROSSROAD AND THE STATION AS
 ED1742'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD, TURN
 ED1742'RIGHT AND GO 0.3 MI. TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 ED1742
 ED1742                          STATION RECOVERY (1973)
 ED1742
 ED1742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (CRH)
 ED1742'RM 2 AND AZ MK REPORTED BY LAND OWNERS TO HAVE BEEN DESTROYED
 ED1742'BY RD. CONST.
 ED1742
 ED1742                          STATION RECOVERY (1973)
 ED1742
 ED1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 ED1742'STATION RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.
 ED1742'
 ED1742'TO REACH FROM STATE ROUTE 53 EXIT OFF INTERSTATE 85, TURN
 ED1742'RIGHT (SOUTH) ON STATE ROUTE 53 FOR 0.5 MILE TO INTERSECTION
 ED1742'WITH STATE ROUTE 124 IN BRASELTON, GEORGIA, TURN RIGHT ON STATE
 ED1742'ROUTE 124 FOR 2.9 MILES TO INTERSECTION WITH STATE ROUTE 211,
 ED1742'TURN LEFT FOR 5.7 MILES TO SIDE ROAD LEFT, CONTINUE STRAIGHT
 ED1742'AHEAD FOR ABOUT 100 FEET TO STATION ON THE LEFT ON PROPERTY OWNED
 ED1742'BY MR. W.E. PARKER.
 ED1742'
 ED1742'REFERENCE MARK NO. 3 WAS RECOVERED IN GOOD CONDITION.
 ED1742'
 ED1742'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 ED1742'
 ED1742'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 ED1742'
 ED1742'STATION IS 76.5 FEET NORTH OF CENTERLINE OF STATE ROUTE 211
 ED1742'AND 16.5 FEET SOUTHEAST OF A 15 INCH PECAN TREE.
 ED1742'
 ED1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1742'2 MILES WEST-NORTHWEST OF WINDER, GEORGIA.
 ED1742
 ED1742                          STATION RECOVERY (1974)
 ED1742
 ED1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ED1742'STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD
 ED1742'CONDITION.  REFERENCE MARK 2 AND AZIMUTH MARK WERE DESTROYED WHEN
 ED1742'ROAD TO THE NORTHEAST WAS WIDENED AND THE EMBANKMENT CUT AWAY.
 ED1742'REFERENCE MARK 3 WAS OBSTRUCTED AT THIS TIME BY A MOBILE HOME.
 ED1742'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME.  DUE TO REFERENCE
 ED1742'MARK 3 BEING OBSTRUCTED FOR OBSERVATIONS, THE DIRECTION WAS NOT
 ED1742'OBSERVED TO REFERENCE MARK 4.  THE DISTANCE TO REFERENCE MARK 3
 ED1742'CHECKED THE 1953 RECOVERY NOTE.  DUE TO CHANGES, A COMPLETE NEW
 ED1742'DESCRIPTION FOLLOWS.
 ED1742'
 ED1742'STATION IS LOCATED IN THE NORTHEAST ANGLE OF CEDAR CROSSROAD AND
 ED1742'STATE HIGHWAY 211 AND ON PROPERTY OF MRS. WALTER E. PARKER,
 ED1742'WINDER, GEORGIA.
 ED1742'
 ED1742'TO REACH THE STATION FROM THE COURT HOUSE AT THE JUNCTION OF STATE
 ED1742'HIGHWAYS 211, 53 AND 11 IN THE DOWNTOWN BUSINESS SECTION OF WINDER,
 ED1742'GO WEST-NORTHWEST ON STATE HIGHWAY 211 FOR 3.5 MILES TO TOP OF
 ED1742'HILL AND CROSSROAD, COUNTY ROAD 92199 AND STATION IN THE NORTHEAST
 ED1742'ANGLE FORMED BY HIGHWAY 211 AND ROAD 92199.
 ED1742'
 ED1742'STATION MARK, A STANDARD DISK STAMPED CEDAR 1935, IS SET IN THE
 ED1742'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1-INCH
 ED1742'ABOVE THE SURFACE OF THE GROUND.  IT IS 142 FEET SOUTH-SOUTHEAST
 ED1742'OF THE CENTER OF COUNTY ROAD 92199, 77 FEET NORTHEAST OF THE
 ED1742'CENTER OF STATE HIGHWAY 211, 70 FEET NORTH-NORTHWEST OF THE WEST
 ED1742'CORNER OF MRS. PARKERS HOUSE, 61.5 FEET NORTHWEST OF THE DOOR
 ED1742'ENTRANCE ON THE NORTHWEST SIDE OF THE HOUSE, 16 FEET EAST-SOUTHEAST
 ED1742'OF A 15-INCH WATER OAK TREE AND 16 FEET SOUTH OF A TWIN TRUNK WATER
 ED1742'OAK TREE.
 ED1742'
 ED1742'REFERENCE MARK 3, A STANDARD DISK STAMPED CEDAR NO 3 1935, IS
 ED1742'CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP OF THE STEPS LEADING
 ED1742'INTO THE NORTHWEST ENTRANCE OF THE HOUSE, 39 FEET NORTH-NORTHEAST OF
 ED1742'THE WEST CORNER OF THE HOUSE AND 13 FEET WEST OF THE NORTH CORNER OF
 ED1742'THE HOUSE.
 ED1742'
 ED1742'REFERENCE MARK 4, A STANDARD DISK STAMPED CEDAR 1935 NO 4 1974, IS
 ED1742'SET IN THE TOP OF A 13-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 ED1742'SET FLUSH WITH THE GROUND SURFACE.  IT IS 194 FEET EAST-SOUTHEAST OF
 ED1742'THE CENTER OF JUNCTION OF HIGHWAY 211 AND ROAD 92199, 103 FEET
 ED1742'NORTHWEST OF THE WEST CORNER OF HOUSE, 45 FEET WEST OF THE WATER OAK
 ED1742'TREE AND 38.5 FEET NORTHEAST OF THE CENTER OF HIGHWAY 211.
 ED1742'
 ED1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.5 MILES
 ED1742'WEST-NORTHWEST OF WINDER.
 ED1742
 ED1742                          STATION RECOVERY (1975)
 ED1742
 ED1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1742'THE STATION MARK, REFERENCE MARK 3 AND 4 WERE RECOVERED AND
 ED1742'FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN THE 1974 RECOVERY
 ED1742'NOTE.  THE DISTANCE TO REFERENCE MARK 3 CHECKED FAVORABLE TO THE
 ED1742'1974 DATA BUT THE DISTANCE TO REFERENCE MARK 4 WAS GREATER BY
 ED1742'0.005 METER.  NO DIRECTION COMPARISON COULD BE MADE TO THE
 ED1742'REFERENCE MARKS SINCE NO DIRECTION WAS MADE IN 1974.  REFERENCE
 ED1742'MARK 4 WAS OCCUPIED AT THIS TIME AS THE NEW STATION SINCE CEDAR
 ED1742'1935 WAS OBSTRUCTED.
 ED1742'
 ED1742'SEE TRIANGULATION STATION CEDAR 1935 RM 4.
 ED1742'
 ED1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ED1742'3.5 MILES NORTHWEST OF WINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1162 ***********************************************************************
 BR1162  DESIGNATION -  CEDAR
 BR1162  PID         -  BR1162
 BR1162  STATE/COUNTY-  GA/LIBERTY
 BR1162  USGS QUAD   -  SAPELO SOUND (1979)
 BR1162
 BR1162                         *CURRENT SURVEY CONTROL
 BR1162  ___________________________________________________________________
 BR1162* NAD 83(1994)-  31 41 41.24536(N)    081 11 21.16648(W)     ADJUSTED  
 BR1162* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1162  ___________________________________________________________________
 BR1162  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BR1162  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 BR1162
 BR1162  HORZ ORDER  -  SECOND
 BR1162
 BR1162.The horizontal coordinates were established by classical geodetic methods
 BR1162.and adjusted by the National Geodetic Survey in September 1997..
 BR1162
 BR1162.The orthometric height was scaled from a topographic map.
 BR1162
 BR1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1162
 BR1162.The geoid height was determined by GEOID03.
 BR1162
 BR1162;                    North         East     Units Scale Factor Converg.
 BR1162;SPC GA E     -   188,292.625   292,660.083   MT  1.00000586   +0 30 48.9
 BR1162;SPC GA E     -   617,756.72    960,168.96   sFT  1.00000586   +0 30 48.9
 BR1162;UTM  17      - 3,506,621.879   482,068.866   MT  0.99960397   -0 05 57.9
 BR1162
 BR1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1162!SPC GA E     -   1.00000489  x   1.00000586  =   1.00001075
 BR1162!UTM  17      -   1.00000489  x   0.99960397  =   0.99960886
 BR1162
 BR1162|---------------------------------------------------------------------|
 BR1162| PID    Reference Object                     Distance      Geod. Az  |
 BR1162|                                                           dddmmss.s |
 BR1162| CW4760 CEDAR RM 2                           38.630 METERS 02544     |
 BR1162| BR1166 ST CATHERINES BOATHSE PK ROOF       APPROX. 3.8 KM 1300507.0 |
 BR1162| BR1133 ST CATHERINES BOATHSE GR ROOF       APPROX. 4.0 KM 1360850.0 |
 BR1162| BR1167 WALBURG ISLAND SHACK                APPROX. 2.6 KM 1722550.3 |
 BR1162| BR1165 NORTH NEWPORT RIVER BEACON 1        APPROX. 2.1 KM 1935522.6 |
 BR1162| CW4759 CEDAR RM 1                           12.455 METERS 27933     |
 BR1162| BR1152 CEDAR CREEK SHACK TRAP              APPROX. 2.8 KM 3173859.8 |
 BR1162|---------------------------------------------------------------------|
 BR1162
 BR1162                          SUPERSEDED SURVEY CONTROL
 BR1162
 BR1162  NAD 83(1986)-  31 41 41.26040(N)    081 11 21.17476(W) AD(       ) 2
 BR1162  NAD 27      -  31 41 40.46800(N)    081 11 21.82100(W) AD(       ) 2
 BR1162
 BR1162.Superseded values are not recommended for survey control.
 BR1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1162.See file dsdata.txt to determine how the superseded data were derived.
 BR1162
 BR1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR8206906622(NAD 83)
 BR1162_MARKER: DS = TRIANGULATION STATION DISK
 BR1162_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BR1162_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BR1162
 BR1162  HISTORY     - Date     Condition        Report By
 BR1162  HISTORY     - 1925     MONUMENTED       CGS
 BR1162  HISTORY     - 1933     GOOD             CGS
 BR1162  HISTORY     - 1934     GOOD             CGS
 BR1162  HISTORY     - 1952     GOOD             CGS
 BR1162  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1162
 BR1162                          STATION DESCRIPTION
 BR1162
 BR1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (FSB)
 BR1162'ON THE NW BANK OF THE N NEWPORT RIVER ABOUT 800 M. FROM THE
 BR1162'S POINT AT THE MOUTH OF CEDAR CREEK.  STATION IS ABOUT TWELVE
 BR1162'M. BACK FROM HW ON FIRM GROUND AT THE EDGE OF MARSH AND ABOUT
 BR1162'8 M. BACK FROM THE STORM LINE OF OYSTER SHELLS.
 BR1162'
 BR1162'R.M. IS ON FIRM GROUND ABOUT 2 M. FROM THE EDGE OF SOFT
 BR1162'MARSH GROUND.
 BR1162'
 BR1162'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 BR1162
 BR1162                          STATION RECOVERY (1933)
 BR1162
 BR1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1162'RECOVERED AS DESCRIBED EXCEPT THAT THE STATION IS NOW ON THE HWL.
 BR1162'ANOTHER R.M. WAS INSTALLED AND IS
 BR1162'ABOUT 2 M. BACK OF THE HWL ON THE INSHORE EDGE OF THE SHELL
 BR1162'BANK.  THIS R.M. WAS STAMPED NO. 2.
 BR1162
 BR1162                          STATION RECOVERY (1934)
 BR1162
 BR1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1162'RECOVERED.
 BR1162
 BR1162                          STATION RECOVERY (1952)
 BR1162
 BR1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1162'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 BR1162'2 WAS FOUND DESTROYED AND THE DISK WAS REMOVED.  REFERENCE MARK
 BR1162'1 WAS NOT FOUND AFTER A THOROUGH SEARCH AND IS ALSO PRESUMED TO
 BR1162'HAVE BEEN DESTROYED.
 BR1162'
 BR1162'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT WITH THE
 BR1162'FOLLOWING EXCEPTIONS.  STATION IS NOW LOCATED ON HARD MARSH
 BR1162'LAND, 12.0 M. W OF THE MEAN HIGH-WATER LINE, AND 15.0 M.
 BR1162'E OF THE SHELL BANK.  THE STATION MARK IS UNSTAMPED AND PROJECTS
 BR1162'4 IN. ABOVE THE GROUND.
 BR1162
 BR1162                          STATION RECOVERY (1965)
 BR1162
 BR1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1162'LOST.  NO TRACE OF THE STATION COULD BE FOUND AND IT IS BELIEVED
 BR1162'COVERED OR DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1275 ***********************************************************************
 BR1275  DESIGNATION -  CEDAR
 BR1275  PID         -  BR1275
 BR1275  STATE/COUNTY-  GA/GLYNN
 BR1275  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1275
 BR1275                         *CURRENT SURVEY CONTROL
 BR1275  ___________________________________________________________________
 BR1275* NAD 83(1994)-  31 06 09.49155(N)    081 28 40.31200(W)     ADJUSTED  
 BR1275* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BR1275  ___________________________________________________________________
 BR1275  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BR1275  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 BR1275
 BR1275  HORZ ORDER  -  FIRST
 BR1275
 BR1275.The horizontal coordinates were established by classical geodetic methods
 BR1275.and adjusted by the National Geodetic Survey in September 1997..
 BR1275
 BR1275.The orthometric height was scaled from a topographic map.
 BR1275
 BR1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1275
 BR1275.The geoid height was determined by GEOID03.
 BR1275
 BR1275;                    North         East     Units Scale Factor Converg.
 BR1275;SPC GA E     -   122,432.083   265,707.158   MT  0.99995324   +0 21 21.0
 BR1275;SPC GA E     -   401,679.26    871,740.90   sFT  0.99995324   +0 21 21.0
 BR1275;UTM  17      - 3,441,074.901   454,428.850   MT  0.99962562   -0 14 48.7
 BR1275
 BR1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1275!SPC GA E     -   1.00000442  x   0.99995324  =   0.99995766
 BR1275!UTM  17      -   1.00000442  x   0.99962562  =   0.99963004
 BR1275
 BR1275:                Primary Azimuth Mark                     Grid Az
 BR1275:SPC GA E     -  ROCK                                     056 51 11.9
 BR1275:UTM  17      -  ROCK                                     057 27 21.6
 BR1275
 BR1275|---------------------------------------------------------------------|
 BR1275| PID    Reference Object                     Distance      Geod. Az  |
 BR1275|                                                           dddmmss.s |
 BR1275| BR1300 ROCK                                APPROX. 1.8 KM 0571232.9 |
 BR1275| BR1289 JEKYLL CREEK JETTY R RNG LT 4       APPROX. 3.9 KM 1163537.4 |
 BR1275| BR1280 CEDAR HAMMOCK R RNG LT              APPROX. 0.7 KM 2074917.3 |
 BR1275|---------------------------------------------------------------------|
 BR1275
 BR1275                          SUPERSEDED SURVEY CONTROL
 BR1275
 BR1275  NAD 83(1986)-  31 06 09.50262(N)    081 28 40.31507(W) AD(       ) 1
 BR1275  NAD 27      -  31 06 08.67000(N)    081 28 40.96100(W) AD(       ) 1
 BR1275
 BR1275.Superseded values are not recommended for survey control.
 BR1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1275.See file dsdata.txt to determine how the superseded data were derived.
 BR1275
 BR1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5442941075(NAD 83)
 BR1275
 BR1275  HISTORY     - Date     Condition        Report By
 BR1275  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1275  HISTORY     - 1934     GOOD             CGS
 BR1275  HISTORY     - 1954     GOOD             CGS
 BR1275  HISTORY     - 1965     GOOD             CGS
 BR1275  HISTORY     - 1974     GOOD             NGS
 BR1275
 BR1275                          STATION DESCRIPTION
 BR1275
 BR1275'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1275'A STATION OF THE U S E D ON THE MOST EASTERLY TIP OF THE ISLAND
 BR1275'WHICH IS BOUNDED ON THE N BY THE BRUNSWICK RIVER, ON THE W BY JOINTER
 BR1275'CREEK AND ON THE E AND S BY A SMALL CREEK.  THE STATION IS JUST
 BR1275'ACROSS THE MOUTH OF THIS SMALL CREEK FROM CEDAR HAMMOCK AND IS
 BR1275'MARKED BY A STAND AND A 4 X 6 POST.  THIS STATION WAS LOCATED BY
 BR1275'INTERSECTION.
 BR1275
 BR1275                          STATION RECOVERY (1934)
 BR1275
 BR1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BR1275'RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 BR1275
 BR1275                          STATION RECOVERY (1954)
 BR1275
 BR1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1275'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE CENTER POST IS
 BR1275'INTACT AND SOLID, BUT THE OBSERVING PLATFORM REQUIRES REINFORCING.
 BR1275'THE DESCRIPTION OF C.M.D. IN 1933 IS ADEQUATE WITH THE FOLLOWING
 BR1275'ADDITION--
 BR1275'
 BR1275'THE STATION IS ON THE W SIDE OF THE N MOUTH OF CEDAR CREEK.
 BR1275
 BR1275                          STATION RECOVERY (1965)
 BR1275
 BR1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1275'THE STATION AND STAND RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 BR1275'DESCRIPTION IS ADEQUATE.  THE STATION IS 75.0 FEET WEST OF THE
 BR1275'NORTH MOUTH OF CEDAR CREEK.  A METAL WITNESS SIGN WAS NAILED TO THE
 BR1275'STAND.
 BR1275
 BR1275                          STATION RECOVERY (1974)
 BR1275
 BR1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 BR1275'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OBSERVING PLATFORM
 BR1275'IS IN POOR CONDITION AND NEEDS REINFORCING.  THE ORIGINAL
 BR1275'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2370 ***********************************************************************
 DF2370  DESIGNATION -  CEDAR
 DF2370  PID         -  DF2370
 DF2370  STATE/COUNTY-  GA/JONES
 DF2370  USGS QUAD   -  RESSEAUS CROSSROADS (1985)
 DF2370
 DF2370                         *CURRENT SURVEY CONTROL
 DF2370  ___________________________________________________________________
 DF2370* NAD 83(1994)-  33 07 59.68058(N)    083 28 11.24910(W)     ADJUSTED  
 DF2370* NAVD 88     -       164.0    (meters)     538.     (feet)  VERTCON   
 DF2370  ___________________________________________________________________
 DF2370  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DF2370  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DF2370
 DF2370  HORZ ORDER  -  FIRST
 DF2370
 DF2370.The horizontal coordinates were established by classical geodetic methods
 DF2370.and adjusted by the National Geodetic Survey in September 1997..
 DF2370
 DF2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2370
 DF2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2370
 DF2370.The geoid height was determined by GEOID03.
 DF2370
 DF2370;                    North         East     Units Scale Factor Converg.
 DF2370;SPC GA W     -   347,593.621   765,021.314   MT  0.99995211   +0 22 51.3
 DF2370;SPC GA W     - 1,140,396.74  2,509,907.43   sFT  0.99995211   +0 22 51.3
 DF2370;UTM  17      - 3,668,773.873   269,600.852   MT  1.00025455   -1 21 02.0
 DF2370
 DF2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2370!SPC GA W     -   0.99997854  x   0.99995211  =   0.99993065
 DF2370!UTM  17      -   0.99997854  x   1.00025455  =   1.00023308
 DF2370
 DF2370|---------------------------------------------------------------------|
 DF2370| PID    Reference Object                     Distance      Geod. Az  |
 DF2370|                                                           dddmmss.s |
 DF2370| DF3372 CEDAR RM 1                           29.188 METERS 03756     |
 DF2370| DF2372 CEDAR AZ MK                         APPROX. 0.6 KM 2125313.4 |
 DF2370| DF2371 CEDAR AZ MK PTA                     APPROX. 0.6 KM 2131422.5 |
 DF2370| DF3373 CEDAR RM 2                           29.533 METERS 21354     |
 DF2370|---------------------------------------------------------------------|
 DF2370
 DF2370                          SUPERSEDED SURVEY CONTROL
 DF2370
 DF2370  NAD 83(1986)-  33 07 59.68580(N)    083 28 11.24802(W) AD(       ) 1
 DF2370  NAD 27      -  33 07 59.19434(N)    083 28 11.65771(W) AD(       ) 1
 DF2370  NGVD 29 (07/19/86)  164.1    (m)          538.     (f) VERT ANG       
 DF2370
 DF2370.Superseded values are not recommended for survey control.
 DF2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2370.See file dsdata.txt to determine how the superseded data were derived.
 DF2370
 DF2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6960168774(NAD 83)
 DF2370_MARKER: DS = TRIANGULATION STATION DISK
 DF2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2370
 DF2370  HISTORY     - Date     Condition        Report By
 DF2370  HISTORY     - 1976     MONUMENTED       NGS
 DF2370  HISTORY     - 1987     GOOD             USPSQD
 DF2370
 DF2370                          STATION DESCRIPTION
 DF2370
 DF2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF2370'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF
 DF2370'MILLEDGEVILLE, 14 MILES SOUTH-SOUTHEAST EATONTON, 10 MILES
 DF2370'MILES NORTH-NORTHEAST OF GRAY, ON THE EAST EDGE OF THE OCONEE
 DF2370'NATIONAL FOREST AND ON PROPERTY OWNED BY MR. L. W. FARRAR, OF
 DF2370'GRAY, WHOSE TELEPHONE NUMBER IS 986-3467.
 DF2370'
 DF2370'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 129
 DF2370'AND STATE HIGHWAYS 212 AND 44 ABOUT 10 MILES SOUTH OF EATONTON,
 DF2370'GO SOUTHWESTERLY ON HIGHWAYS 129 AND 44 FOR 5.3 MILES TO A
 DF2370'CROSSROAD.  CONTINUE AHEAD, SOUTHWESTERLY, ON THE HIGHWAYS FOR
 DF2370'0.2 MILES TO THE STATION ON THE STATION ON THE RIGHT.  CONTINUE
 DF2370'AHEAD, SOUTHWESTERLY, ON THE HIGHWAYS FOR 0.4 MILE TO THE
 DF2370'AZIMUTH MARK ON THE LEFT.
 DF2370'
 DF2370'THE SURFACE STATION MARK, STAMPED---CEDAR 1976---, IS A
 DF2370'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2370'MONUMENT THAT PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS
 DF2370'45 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND 5 FEET
 DF2370'SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 DF2370'A STANDARD DISK STAMPED---MEDA 1976---.  IT IS SET IN THE TOP
 DF2370'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DF2370'SURFACE.  THERE IS A METAL ROD EMBEDDED IN THE SURFACE
 DF2370'MONUMENT AND A MAGNET EMBEDDED IN THE UNDERGROUND MONUMENT.
 DF2370'
 DF2370'REFERENCE MARK 1, STAMPED---CEDAR NO 1 1976---, IS A STANDARD
 DF2370'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2370'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET NORTHWEST
 DF2370'OF THE CENTER OF THE ROAD AND 2 FEET SOUTHWEST OF A METAL
 DF2370'WITNESS POST.
 DF2370'
 DF2370'REFERENCE MARK 2, STAMPED---CEDAR NO 2 1976---, IS A STANDARD
 DF2370'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF2370'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET NORTHWEST
 DF2370'OF THE CENTER OF THE ROAD AND 2.5 FEET SOUTHEAST OF A METAL
 DF2370'WITNESS POST.
 DF2370'
 DF2370'THE AZIMUTH MARK, STAMPED---CEDAR 1976---, IS A STANDARD DISK
 DF2370'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF2370'IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTHEAST OF
 DF2370'THE CENTER OF THE ROAD, 5 FEET NORTHWEST OF A UTILITY POLE AND
 DF2370'2.5 FEET NORTH OF A METAL WITNESS POST.
 DF2370'
 DF2370'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.3 METERS.
 DF2370'
 DF2370'DESCRIBED BY S. D. DILLON.
 DF2370
 DF2370                          STATION RECOVERY (1987)
 DF2370
 DF2370'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 DF2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2372 ***********************************************************************
 DF2372  DESIGNATION -  CEDAR AZ MK
 DF2372  PID         -  DF2372
 DF2372  STATE/COUNTY-  GA/JONES
 DF2372  USGS QUAD   -  RESSEAUS CROSSROADS (1985)
 DF2372
 DF2372                         *CURRENT SURVEY CONTROL
 DF2372  ___________________________________________________________________
 DF2372* NAD 83(1994)-  33 07 44.47043(N)    083 28 22.93785(W)     ADJUSTED  
 DF2372* NAVD 88     -       158.     (meters)     518.     (feet)  VERTCON   
 DF2372  ___________________________________________________________________
 DF2372  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DF2372  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DF2372
 DF2372  HORZ ORDER  -  SECOND
 DF2372
 DF2372.The horizontal coordinates were established by classical geodetic methods
 DF2372.and adjusted by the National Geodetic Survey in September 1997..
 DF2372
 DF2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2372
 DF2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2372
 DF2372.The geoid height was determined by GEOID03.
 DF2372
 DF2372;                    North         East     Units Scale Factor Converg.
 DF2372;SPC GA W     -   347,123.058   764,721.461   MT  0.99995163   +0 22 44.8
 DF2372;SPC GA W     - 1,138,852.90  2,508,923.66   sFT  0.99995163   +0 22 44.8
 DF2372;UTM  17      - 3,668,312.446   269,286.824   MT  1.00025634   -1 21 07.8
 DF2372
 DF2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2372!SPC GA W     -   0.99997949  x   0.99995163  =   0.99993112
 DF2372!UTM  17      -   0.99997949  x   1.00025634  =   1.00023583
 DF2372
 DF2372|---------------------------------------------------------------------|
 DF2372| PID    Reference Object                     Distance      Geod. Az  |
 DF2372|                                                           dddmmss.s |
 DF2372| DF2371 CEDAR AZ MK PTA                       6.949 METERS 00338     |
 DF2372| DF2370 CEDAR                               APPROX. 0.6 KM 0325307.0 |
 DF2372|---------------------------------------------------------------------|
 DF2372
 DF2372                          SUPERSEDED SURVEY CONTROL
 DF2372
 DF2372  NAD 83(1986)-  33 07 44.47566(N)    083 28 22.93680(W) AD(       ) 2
 DF2372  NAD 27      -  33 07 43.98403(N)    083 28 23.34664(W) AD(       ) 2
 DF2372  NGVD 29 (07/19/86)  158.     (m)          518.     (f) VERT ANG       
 DF2372
 DF2372.Superseded values are not recommended for survey control.
 DF2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2372.See file dsdata.txt to determine how the superseded data were derived.
 DF2372
 DF2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6928768312(NAD 83)
 DF2372_MARKER: DS = TRIANGULATION STATION DISK
 DF2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF2372+STABILITY: SURFACE MOTION
 DF2372
 DF2372  HISTORY     - Date     Condition        Report By
 DF2372  HISTORY     - 1976     MONUMENTED       NGS
 DF2372  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 DF2372
 DF2372                          STATION DESCRIPTION
 DF2372
 DF2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF2372'A TRAVERSE WAS MADE TO TRIANGULATION STATION CEDAR USING
 DF2372'ELECTRONIC DISTANCE EQUIPMENT.
 DF2372'
 DF2372'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 129
 DF2372'AND STATE HIGHWAYS 212 AND 44 ABOUT 10 MILES SOUTH OF EATONTON,
 DF2372'GO SOUTHWESTERLY ON HIGHWAYS 129 AND 44 FOR 5.3 MILES TO A
 DF2372'CROSSROAD.  CONTINUE AHEAD, SOUTHWESTERLY, ON THE HIGHWAYS FOR
 DF2372'0.6 MILES TO THE MARK ON THE LEFT.
 DF2372'
 DF2372'THE AZIMUTH MARK, STAMPED---CEDAR 1976---, IS A STANDARD DISK
 DF2372'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF2372'IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTHEAST OF
 DF2372'THE CENTER OF THE ROAD, 5 FEET NORTHWEST OF A UTILITY POLE AND
 DF2372'2.5 FEET NORTH OF A METAL WITNESS POST.
 DF2372
 DF2372                          STATION RECOVERY (1987)
 DF2372
 DF2372'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 DF2372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1277 ***********************************************************************
 BR1277  DESIGNATION -  CEDAR HAMMOCK F RNG LT
 BR1277  PID         -  BR1277
 BR1277  STATE/COUNTY-  GA/GLYNN
 BR1277  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1277
 BR1277                         *CURRENT SURVEY CONTROL
 BR1277  ___________________________________________________________________
 BR1277* NAD 83(1994)-  31 06 00.97609(N)    081 28 04.65582(W)     ADJUSTED  
 BR1277* NAVD 88     -                                                        
 BR1277  ___________________________________________________________________
 BR1277  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BR1277  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 BR1277
 BR1277  HORZ ORDER  -  THIRD
 BR1277
 BR1277.The horizontal coordinates were established by classical geodetic methods
 BR1277.and adjusted by the National Geodetic Survey in September 1997..
 BR1277
 BR1277
 BR1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1277
 BR1277.The geoid height was determined by GEOID03.
 BR1277
 BR1277;                    North         East     Units Scale Factor Converg.
 BR1277;SPC GA E     -   122,175.755   266,653.655   MT  0.99995478   +0 21 39.3
 BR1277;SPC GA E     -   400,838.29    874,846.20   sFT  0.99995478   +0 21 39.3
 BR1277;UTM  17      - 3,440,808.719   455,372.288   MT  0.99962457   -0 14 30.2
 BR1277
 BR1277                          SUPERSEDED SURVEY CONTROL
 BR1277
 BR1277  NAD 83(1986)-  31 06 00.98716(N)    081 28 04.65883(W) AD(       ) 4
 BR1277  NAD 27      -  31 06 00.15700(N)    081 28 05.30600(W) AD(       ) 3
 BR1277
 BR1277.Superseded values are not recommended for survey control.
 BR1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1277.See file dsdata.txt to determine how the superseded data were derived.
 BR1277
 BR1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5537240809(NAD 83)
 BR1277_MARKER: 14 = NAVIGATION LIGHT
 BR1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1277+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BR1277
 BR1277  HISTORY     - Date     Condition        Report By
 BR1277  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1277  HISTORY     - 1954     GOOD             CGS
 BR1277  HISTORY     - 1965     GOOD             CGS
 BR1277  HISTORY     - 20050312 GOOD             USPSQD
 BR1277
 BR1277                          STATION DESCRIPTION
 BR1277
 BR1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1277'THE HIGHEST POINT OF THE CEDAR HAMMOCK FRONT RANGE LIGHT GIVEN AS
 BR1277'LIGHT 2091 IN LIGHT LIST, ATLANTIC COAST, 1932.  THIS STATION WAS
 BR1277'LOCATED BY INTERSECTION.  ESTABLISHED 1914.
 BR1277
 BR1277                          STATION RECOVERY (1954)
 BR1277
 BR1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1277'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED
 BR1277'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BR1277'
 BR1277'THE STATION IS THE HIGHEST POINT OF THE CEDAR HAMMOCK RANGE FRONT
 BR1277'LIGHT (LISTED AS LIGHT NO. 3987 IN THE 1953 LIGHT LIST), LOCATED NEAR
 BR1277'THE S SHORE OF BRUNSWICK RIVER, AND ABOUT 0.65 MI.  E OF THE MOUTH
 BR1277'OF CEDAR CREEK.  THE LIGHT IS A WHITE SKELETON STRUCTURE ON PILES,
 BR1277'AND IS ABOUT 17 FT. HIGH.
 BR1277
 BR1277                          STATION RECOVERY (1965)
 BR1277
 BR1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1277'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1954 RECOVERY
 BR1277'NOTE IS ADEQUATE.  THE STATION DOES NOT APPEAR TO HAVE BEEN MOVED
 BR1277'OR REBUILT.
 BR1277
 BR1277                          STATION RECOVERY (2005)
 BR1277
 BR1277'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BR1277'LIGHT IS NO. 6195 IN THE LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1280 ***********************************************************************
 BR1280  DESIGNATION -  CEDAR HAMMOCK R RNG LT
 BR1280  PID         -  BR1280
 BR1280  STATE/COUNTY-  GA/GLYNN
 BR1280  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1280
 BR1280                         *CURRENT SURVEY CONTROL
 BR1280  ___________________________________________________________________
 BR1280* NAD 83(1994)-  31 05 50.24327(N)    081 28 52.11600(W)     ADJUSTED  
 BR1280* NAVD 88     -                                                        
 BR1280  ___________________________________________________________________
 BR1280  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BR1280  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 BR1280
 BR1280  HORZ ORDER  -  THIRD
 BR1280
 BR1280.The horizontal coordinates were established by classical geodetic methods
 BR1280.and adjusted by the National Geodetic Survey in September 1997..
 BR1280
 BR1280
 BR1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1280
 BR1280.The geoid height was determined by GEOID03.
 BR1280
 BR1280;                    North         East     Units Scale Factor Converg.
 BR1280;SPC GA E     -   121,837.384   265,398.030   MT  0.99995274   +0 21 14.7
 BR1280;SPC GA E     -   399,728.15    870,726.70   sFT  0.99995274   +0 21 14.7
 BR1280;UTM  17      - 3,440,483.680   454,113.587   MT  0.99962597   -0 14 54.6
 BR1280
 BR1280                          SUPERSEDED SURVEY CONTROL
 BR1280
 BR1280  NAD 83(1986)-  31 05 50.25428(N)    081 28 52.11908(W) AD(       ) 4
 BR1280  NAD 27      -  31 05 49.42000(N)    081 28 52.76500(W) AD(       ) 3
 BR1280
 BR1280.Superseded values are not recommended for survey control.
 BR1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1280.See file dsdata.txt to determine how the superseded data were derived.
 BR1280
 BR1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5411440484(NAD 83)
 BR1280_MARKER: 15 = RANGE MARKER
 BR1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1280+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BR1280
 BR1280  HISTORY     - Date     Condition        Report By
 BR1280  HISTORY     - 1954     FIRST OBSERVED   CGS
 BR1280  HISTORY     - 1965     GOOD             CGS
 BR1280  HISTORY     - 20050312 GOOD             USPSQD
 BR1280
 BR1280                          STATION DESCRIPTION
 BR1280
 BR1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1280'THE STATION IS LOCATED IN CEDAR CREEK, ABOUT 0.4 MI. S OF
 BR1280'BRUNSWICK RIVER, 0.5 MI. N OF THE JEKYLL ISLAND ROAD BRIDGE
 BR1280'ACROSS CEDAR CREEK, AND AT THE CONFLUENCE OF CEDAR CREEK
 BR1280'AND A SMALLER CREEK LEADING W.  IT IS THE FINIAL OF THE
 BR1280'LANTERN ATOP THE WHITE SKELETON STEEL STRUCTURE ON PILES,
 BR1280'ABOUT 37 FT. HIGH.
 BR1280
 BR1280                          STATION RECOVERY (1965)
 BR1280
 BR1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1280'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 BR1280'DESCRIPTION IS ADEQUATE.  IT DOES NOT APPEAR TO HAVE BEEN
 BR1280'MOVED OR REBUILT.
 BR1280
 BR1280                          STATION RECOVERY (2005)
 BR1280
 BR1280'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BR1280'LIGHT IS NO. 6200 IN THE LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1279 ***********************************************************************
 BR1279  DESIGNATION -  CEDAR HAMMOCK REAR RANGE LIGHT
 BR1279  PID         -  BR1279
 BR1279  STATE/COUNTY-  GA/GLYNN
 BR1279  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1279
 BR1279                         *CURRENT SURVEY CONTROL
 BR1279  ___________________________________________________________________
 BR1279* NAD 83(1994)-  31 05 50.32337(N)    081 28 51.79646(W)     ADJUSTED  
 BR1279* NAVD 88     -                                                        
 BR1279  ___________________________________________________________________
 BR1279  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BR1279  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 BR1279
 BR1279  HORZ ORDER  -  THIRD
 BR1279
 BR1279.The horizontal coordinates were established by classical geodetic methods
 BR1279.and adjusted by the National Geodetic Survey in September 1997..
 BR1279
 BR1279
 BR1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1279
 BR1279.The geoid height was determined by GEOID03.
 BR1279
 BR1279;                    North         East     Units Scale Factor Converg.
 BR1279;SPC GA E     -   121,839.903   265,406.483   MT  0.99995275   +0 21 14.9
 BR1279;SPC GA E     -   399,736.42    870,754.44   sFT  0.99995275   +0 21 14.9
 BR1279;UTM  17      - 3,440,486.110   454,122.063   MT  0.99962596   -0 14 54.5
 BR1279
 BR1279                          SUPERSEDED SURVEY CONTROL
 BR1279
 BR1279  NAD 83(1986)-  31 05 50.33438(N)    081 28 51.79952(W) AD(       ) 4
 BR1279  NAD 27      -  31 05 49.50200(N)    081 28 52.44300(W) AD(       ) 3
 BR1279
 BR1279.Superseded values are not recommended for survey control.
 BR1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1279.See file dsdata.txt to determine how the superseded data were derived.
 BR1279
 BR1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5412240486(NAD 83)
 BR1279_MARKER: 14 = NAVIGATION LIGHT
 BR1279
 BR1279  HISTORY     - Date     Condition        Report By
 BR1279  HISTORY     - 1933     FIRST OBSERVED   CGS
 BR1279  HISTORY     - 1934     GOOD             CGS
 BR1279  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BR1279
 BR1279                          STATION DESCRIPTION
 BR1279
 BR1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1279'THE HIGHEST POINT OF THE CEDAR HAMMOCK REAR RANGE LIGHT GIVEN AS
 BR1279'LIGHT 2092 IN LIGHT LIST, ATLANTIC COAST, 1932.  THIS STATION WAS
 BR1279'LOCATED BY INTERSECTION.  ESTABLISHED 1914.
 BR1279
 BR1279                          STATION RECOVERY (1934)
 BR1279
 BR1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BR1279'STATION RECOVERED AS
 BR1279'DESCRIBED IN GOOD CONDITION.
 BR1279
 BR1279                          STATION RECOVERY (1954)
 BR1279
 BR1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1279'THE POSITION OF THE STATION IS LOST.  ACCORDING TO THE 1954 LIGHT
 BR1279'LIST, THE LIGHT WAS REBUILT IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1120 ***********************************************************************
 BR1120  DESIGNATION -  CEDAR HUMMOCK 2
 BR1120  PID         -  BR1120
 BR1120  STATE/COUNTY-  GA/MCINTOSH
 BR1120  USGS QUAD   -  SAPELO SOUND (1979)
 BR1120
 BR1120                         *CURRENT SURVEY CONTROL
 BR1120  ___________________________________________________________________
 BR1120* NAD 83(1994)-  31 33 18.27456(N)    081 14 56.31997(W)     ADJUSTED  
 BR1120* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BR1120  ___________________________________________________________________
 BR1120  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BR1120  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 BR1120
 BR1120  HORZ ORDER  -  THIRD
 BR1120
 BR1120.The horizontal coordinates were established by classical geodetic methods
 BR1120.and adjusted by the National Geodetic Survey in September 1997..
 BR1120
 BR1120.The orthometric height was scaled from a topographic map.
 BR1120
 BR1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1120
 BR1120.The geoid height was determined by GEOID03.
 BR1120
 BR1120;                    North         East     Units Scale Factor Converg.
 BR1120;SPC GA E     -   172,752.500   287,124.415   MT  0.99999359   +0 28 49.0
 BR1120;SPC GA E     -   566,772.16    942,007.35   sFT  0.99999359   +0 28 49.0
 BR1120;UTM  17      - 3,491,147.850   476,369.832   MT  0.99960689   -0 07 49.1
 BR1120
 BR1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1120!SPC GA E     -   1.00000454  x   0.99999359  =   0.99999813
 BR1120!UTM  17      -   1.00000454  x   0.99960689  =   0.99961143
 BR1120
 BR1120|---------------------------------------------------------------------|
 BR1120| PID    Reference Object                     Distance      Geod. Az  |
 BR1120|                                                           dddmmss.s |
 BR1120| CW4763 CEDAR HUMMOCK 2 RM 1                 15.610 METERS 08706     |
 BR1120| BR1124 SAPELO IS HOSP N CHIM               APPROX. 4.9 KM 1202747.4 |
 BR1120| CW4764 CEDAR HUMMOCK 2 RM 2                 14.888 METERS 25411     |
 BR1120|---------------------------------------------------------------------|
 BR1120
 BR1120                          SUPERSEDED SURVEY CONTROL
 BR1120
 BR1120  NAD 83(1986)-  31 33 18.28818(N)    081 14 56.32577(W) AD(       ) 3
 BR1120  NAD 27      -  31 33 17.48900(N)    081 14 56.97900(W) AD(       ) 3
 BR1120
 BR1120.Superseded values are not recommended for survey control.
 BR1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1120.See file dsdata.txt to determine how the superseded data were derived.
 BR1120
 BR1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ7637091148(NAD 83)
 BR1120_MARKER: X = CHISELED CROSS
 BR1120_SETTING: 0 = UNSPECIFIED SETTING
 BR1120
 BR1120  HISTORY     - Date     Condition        Report By
 BR1120  HISTORY     - 1902     MONUMENTED       CGS
 BR1120  HISTORY     - 1924     GOOD             CGS
 BR1120  HISTORY     - 1933     GOOD             CGS
 BR1120  HISTORY     - 1934     GOOD             CGS
 BR1120  HISTORY     - 1934     GOOD             CGS
 BR1120  HISTORY     - 1952     GOOD             CGS
 BR1120  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1120
 BR1120                          STATION DESCRIPTION
 BR1120
 BR1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OBF)
 BR1120'ON THE N SHORE OF SAPELO SOUND JUST E OF THE MOUTH OF LITTLE MUD
 BR1120'RIVER NEAR THE W END OF A LARGE HAMMOCK WHICH IS SEPARATED
 BR1120'BY A NARROW STRIP OF MARSH FROM A SMALL HAMMOCK TO THE WESTWARD.
 BR1120'THE STATION IS MARKED BY A CROSS IN THE TOP OF A STONE POST,
 BR1120'WHICH IS SET IN CONCRETE.  THE UNDERGROUND MARK IS A BOTTLE
 BR1120'EMBEDDED IN CONCRETE 2 FT BELOW THE SURFACE OF THE GROUND.
 BR1120
 BR1120                          STATION RECOVERY (1924)
 BR1120
 BR1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (FSB)
 BR1120'RECOVERED AS DESCRIBED.
 BR1120
 BR1120                          STATION RECOVERY (1933)
 BR1120
 BR1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BR1120'RECOVERED AS DESCRIBED.  STATION IS NEAR THE CENTER AND 35 M.
 BR1120'E OF THE W END OF THE HUMMOCK ON WHICH IT IS LOCATED.  2 R.M.S
 BR1120'WERE ADDED.  NO. 1, 3 M. S OF MARSH LINE ALONG THE N SIDE OF
 BR1120'HUMMOCK AND NO. 2, 3 M. N OF MARSH LINE ALONG THE S SIDE OF
 BR1120'HUMMOCK.  NO. 1 IS TO THE E AND NO. 2 TO THE W OF STATION.
 BR1120
 BR1120                          STATION RECOVERY (1934)
 BR1120
 BR1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HO)
 BR1120'STATION RECOVERED AS DESCRIBED.  MARK AND R.M.S IN GOOD CONDITION.
 BR1120'STATION MARK SQUARE GRANITE BLOCK WITH CROSS.  R.M.S STANDARD
 BR1120'COPPER DISCS SET IN CONCRETE PROJECTING 6 IN ABOVE MARSH.
 BR1120
 BR1120                          STATION RECOVERY (1934)
 BR1120
 BR1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1120'SHOWN AS RECOVERED ON EGNERS PROGRESS SKETCH, SOUTH CAROLINA
 BR1120'NO. 54.
 BR1120
 BR1120                          STATION RECOVERY (1952)
 BR1120
 BR1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1120'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONITION.
 BR1120'THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED WITH A STEEL
 BR1120'TAPE AND WERE FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION
 BR1120'IS ADEQUATE AND CORRECT.
 BR1120'
 BR1120'STATION MARK PROJECTS 6 IN.
 BR1120'
 BR1120'REFERENCE MARK 1 IS STAMPED CEDAR HUMMOCK 2 NO 1 1902 1933
 BR1120'AND PROJECTS 2 IN. ABOVE THE GROUND.
 BR1120'
 BR1120'REFERENCE MARK 2 IS STAMPED CEDAR HUMMOCK 2 NO 2 1902 1933
 BR1120'AND PROJECTS 3 IN. ABOVE THE GROUND.
 BR1120
 BR1120                          STATION RECOVERY (1965)
 BR1120
 BR1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1120'LOST.  THE STATION AND REFERENCE MARKS COULD NOT BE FOUND AFTER
 BR1120'A THOROUGH SEARCH BY TWO MEN ON TWO DIFFERENT OCCASIONS.  IT
 BR1120'IS BELIEVED TO POSSIBLY BE STILL THERE BENEATH HEAVY UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7169 ***********************************************************************
 AB7169  DESIGNATION -  CEDAR RESET
 AB7169  PID         -  AB7169
 AB7169  STATE/COUNTY-  GA/EARLY
 AB7169  USGS QUAD   -  GORDON (1981)
 AB7169
 AB7169                         *CURRENT SURVEY CONTROL
 AB7169  ___________________________________________________________________
 AB7169* NAD 83(1994)-  31 11 11.25526(N)    085 02 07.34263(W)     ADJUSTED  
 AB7169* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 AB7169  ___________________________________________________________________
 AB7169  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AB7169  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AB7169
 AB7169  HORZ ORDER  -  FIRST
 AB7169
 AB7169.The horizontal coordinates were established by classical geodetic methods
 AB7169.and adjusted by the National Geodetic Survey in December 1992..
 AB7169
 AB7169.The orthometric height was scaled from a topographic map.
 AB7169
 AB7169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7169
 AB7169.The geoid height was determined by GEOID03.
 AB7169
 AB7169;                    North         East     Units Scale Factor Converg.
 AB7169;SPC GA W     -   131,845.808   617,203.515   MT  0.99998453   -0 26 59.5
 AB7169;SPC GA W     -   432,564.12  2,024,941.87   sFT  0.99998453   -0 26 59.5
 AB7169;SPC AL E     -    76,376.810   276,058.036   MT  1.00003133   +0 24 47.6
 AB7169;UTM  16      - 3,451,929.067   687,206.413   MT  1.00003230   +1 01 03.5
 AB7169
 AB7169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7169!SPC GA W     -   0.99999508  x   0.99998453  =   0.99997961
 AB7169!SPC AL E     -   0.99999508  x   1.00003133  =   1.00002641
 AB7169!UTM  16      -   0.99999508  x   1.00003230  =   1.00002738
 AB7169
 AB7169|---------------------------------------------------------------------|
 AB7169| PID    Reference Object                     Distance      Geod. Az  |
 AB7169|                                                           dddmmss.s |
 AB7169| CY9218 CEDAR RM 1                           35.448 METERS 10000     |
 AB7169| CY9219 CEDAR RM 2                           34.860 METERS 20641     |
 AB7169| CY9217 CEDAR AZ MK                                        2442933.5 |
 AB7169| BT2085 COLUMBIA MUNICIPAL TANK             APPROX.13.7 KM 3275424.0 |
 AB7169|---------------------------------------------------------------------|
 AB7169
 AB7169                          SUPERSEDED SURVEY CONTROL
 AB7169
 AB7169  NAD 83(1986)-  31 11 11.26099(N)    085 02 07.34013(W) AD(       ) 1
 AB7169
 AB7169.Superseded values are not recommended for survey control.
 AB7169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7169.See file dsdata.txt to determine how the superseded data were derived.
 AB7169
 AB7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8720651929(NAD 83)
 AB7169_MARKER: DS = TRIANGULATION STATION DISK
 AB7169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7169_SP_SET: CONCRETE POST
 AB7169_STAMPING: CEDAR 1938 1992
 AB7169_MARK LOGO: NGS   
 AB7169_PROJECTION: RECESSED 15 CENTIMETERS
 AB7169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7169+STABILITY: SURFACE MOTION
 AB7169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7169+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 AB7169
 AB7169  HISTORY     - Date     Condition        Report By
 AB7169  HISTORY     - 1992     MONUMENTED       NGS
 AB7169  HISTORY     - 20010515 GOOD             GADT
 AB7169
 AB7169                          STATION DESCRIPTION
 AB7169
 AB7169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB7169'ON THE NORTHERLY SIDE OF THE SETTLEMENT OF CEDAR SPRINGS (CENTER OF
 AB7169'TOWN IS JUNCTION OF STATE ROUTES 273 AND 363). TO REACH FROM THE POST
 AB7169'OFFICE IN CEDAR SPRINGS, GO 0.1 MILE (0.2 KM) WEST ON SR 273 TO SR
 AB7169'363, TURN RIGHT (NORTHERLY) ON SR 363 FOR 0.3 MILE (0.5 KM) TO THE
 AB7169'FIRST DIRT ROAD ON THE RIGHT. TURN BACK HARD RIGHT FOR 400 FEET
 AB7169'(121.9 M) TO FIRST HOUSE ON THE LEFT (TWO-STORY WHITE FRAME) AND
 AB7169'STATION ON THE LEFT (NORTH) SIDE OF THE HOUSE AS DESCRIBED. HOUSE
 AB7169'RENTED OUT AT THIS TIME, ORIENTED NORTH-SOUTH FOR PURPOSE OF THIS
 AB7169'DESCRIPTION. NEW SURFACE MARK WAS SET OVER 1938 SUBSURFACE MARK, 0.5
 AB7169'FT (15.2 CM) BELOW GROUND. MARK IS 87 FT (26.5 M) N OF N LINE OF
 AB7169'HOUSE EXTENDED, 31 FT (9.4 M) EAST OF EAST (BACK) LINE OF HOUSE, 92
 AB7169'FT (28.0 M) NNE OF NE HOUSE CORNER, 103.5 FT (31.5 M) NE OF NW
 AB7169'CORNER, 2 FT (0.6 M) SW OF WITNESS POST. RM 2 IS AT NWHOUSE CORNER,
 AB7169'OFFSET 13 FT (4.0 M) WEST AND 4 FT (1.2 M) SOUTH OF WEST AND NORTH
 AB7169'HOUSE LINES, PROJECTING 2 INCHES. RM 1 IS EAST OF HOUSE, 141.5 FT
 AB7169'(43.1 M) EAST OF EAST LINE, 40 FT (12.2 M) NORTH OF NORTH LINE, 2 FT
 AB7169'(0.6 M) WEST OF WITNESS POST, IN WOODS, AND FLUSH WITH GROUND.
 AB7169'OWNERSHIP SOMEWHAT CONFUSING--POSSIBLY JUDY LEWIS AT THIS TIME,
 AB7169'POSSIBLE PHONE NUMBER 912-372-4246 OR 4530.
 AB7169
 AB7169                          STATION RECOVERY (2001)
 AB7169
 AB7169'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 AB7169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1745 ***********************************************************************
 ED1745  DESIGNATION -  CEDAR RM 4
 ED1745  PID         -  ED1745
 ED1745  STATE/COUNTY-  GA/BARROW
 ED1745  USGS QUAD   -  AUBURN (1993)
 ED1745
 ED1745                         *CURRENT SURVEY CONTROL
 ED1745  ___________________________________________________________________
 ED1745* NAD 83(1994)-  34 01 19.58452(N)    083 45 53.50767(W)     ADJUSTED  
 ED1745* NAVD 88     -       307.29   (+/-2cm)    1008.2    (feet)  VERTCON   
 ED1745  ___________________________________________________________________
 ED1745  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 ED1745  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 ED1745
 ED1745  HORZ ORDER  -  FIRST
 ED1745  VERT ORDER  -  THIRD ? (See Below)
 ED1745
 ED1745.The horizontal coordinates were established by classical geodetic methods
 ED1745.and adjusted by the National Geodetic Survey in September 1997..
 ED1745
 ED1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1745.The vertical order pertains to the NGVD 29 superseded value.
 ED1745
 ED1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1745
 ED1745.The geoid height was determined by GEOID03.
 ED1745
 ED1745;                    North         East     Units Scale Factor Converg.
 ED1745;SPC GA W     -   446,028.389   737,107.308   MT  0.99991697   +0 13 29.3
 ED1745;SPC GA W     - 1,463,344.81  2,418,326.23   sFT  0.99991697   +0 13 29.3
 ED1745;UTM  17      - 3,768,055.277   244,699.696   MT  1.00040354   -1 32 52.1
 ED1745
 ED1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1745!SPC GA W     -   0.99995639  x   0.99991697  =   0.99987336
 ED1745!UTM  17      -   0.99995639  x   1.00040354  =   1.00035991
 ED1745
 ED1745|---------------------------------------------------------------------|
 ED1745| PID    Reference Object                     Distance      Geod. Az  |
 ED1745|                                                           dddmmss.s |
 ED1745| CZ4743 CEDAR RM 3                           32.094 METERS 09958     |
 ED1745| CZ4740 CEDAR AZ MK 2                                      3062351.4 |
 ED1745|---------------------------------------------------------------------|
 ED1745
 ED1745                          SUPERSEDED SURVEY CONTROL
 ED1745
 ED1745  NAD 83(1986)-  34 01 19.59118(N)    083 45 53.50723(W) AD(       ) 1
 ED1745  NAD 27      -  34 01 19.19647(N)    083 45 53.89624(W) AD(       ) 1
 ED1745  NGVD 29 (07/19/86)  307.29   (m)         1008.2    (f) LEVELING    3  
 ED1745
 ED1745.Superseded values are not recommended for survey control.
 ED1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1745.See file dsdata.txt to determine how the superseded data were derived.
 ED1745
 ED1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT4470068055(NAD 83)
 ED1745_MARKER: DR = REFERENCE MARK DISK
 ED1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1745
 ED1745  HISTORY     - Date     Condition        Report By
 ED1745  HISTORY     - 1975     MONUMENTED       NGS
 ED1745
 ED1745                          STATION DESCRIPTION
 ED1745
 ED1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1745'THE OLD STATION CEDAR 1935, (SEE DESCRIPTION THEREOF) COULD NOT BE
 ED1745'OCCUPIED DUE TO A MOBILE HOME AND TREES.  REFERENCE MARK 4 WAS
 ED1745'ESTABLISHED IN 1974 BY C.L. NOVAK AND WAS OCCUPIED AT THIS TIME AS
 ED1745'THE NEW STATION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 ED1745'
 ED1745'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHWEST OF WINDER, IN
 ED1745'THE SOUTHEAST ANGLE OF THE CEDAR HILL CROSSROADS AND IS ON
 ED1745'PROPERTY OWNED AND OCCUPIED BY MRS. WALTER E. PARKER.
 ED1745'
 ED1745'TO REACH THE STATION FROM THE COURTHOUSE IN WINDER, GO
 ED1745'NORTHWESTERLY ON STATE HIGHWAY 211 FOR 3.55 MILES TO THE STATION
 ED1745'ON THE RIGHT JUST BEFORE REACHING A CROSSROADS.  TO REACH THE
 ED1745'AZIMUTH MARK, CONTINUE NORTHWESTERLY ON STATE HIGHWAY 211 FOR
 ED1745'0.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 ED1745'
 ED1745'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED CEDAR
 ED1745'1935 NO 4 1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ED1745'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND IS
 ED1745'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 45 FEET
 ED1745'WEST-SOUTHWEST OF A 16-INCH TREE AND 38 FEET NORTHEAST OF THE
 ED1745'CENTER OF THE PAVED ROAD.
 ED1745'
 ED1745'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1935, IS SET
 ED1745'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1745'PROJECTS 1-INCH ABOVE THE GROUND SURFACE AND IS ABOUT 2 FEET
 ED1745'ABOVE THE LEVEL OF THE HIGHWAY.  IT IS 76 FEET NORTHEAST OF THE
 ED1745'CENTER OF THE PAVED ROAD, 70 FEET NORTH-NORTHWEST OF THE
 ED1745'SOUTHWEST CORNER OF A HOUSE AND 17 FEET SOUTHEAST OF A 16-INCH
 ED1745'TREE.  THE UNDERGROUND DISK AS DESCRIBED IN 1935.
 ED1745'
 ED1745'REFERENCE MARK 3, A STANDARD DISK STAMPED CEDAR NO 3 1935 IS
 ED1745'CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP LEADING INTO THE
 ED1745'NORTHWEST ENTRANCE OF THE HOUSE AND PROJECTS 3 INCHES ABOVE THE
 ED1745'SURFACE OF THE GROUND.
 ED1745'
 ED1745'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CEDAR 1935
 ED1745'AZ 2 1975, IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST WING OF
 ED1745'A CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  IT
 ED1745'IS 48 FEET SOUTHEAST OF A UTILITY POLE, 29 FEET NORTHEAST OF
 ED1745'THE CENTER OF THE PAVED ROAD, 22 FEET SOUTHWEST OF A WOODEN
 ED1745'FENCE CORNER AND 2.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 ED1745'
 ED1745'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2171 ***********************************************************************
 EE2171  DESIGNATION -  CEDARTOWN
 EE2171  PID         -  EE2171
 EE2171  STATE/COUNTY-  GA/POLK
 EE2171  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2171
 EE2171                         *CURRENT SURVEY CONTROL
 EE2171  ___________________________________________________________________
 EE2171* NAD 83(1994)-  34 00 26.21563(N)    085 14 43.42826(W)     ADJUSTED  
 EE2171* NAVD 88     -       283.6    (meters)     930.     (feet)  VERTCON   
 EE2171  ___________________________________________________________________
 EE2171  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EE2171  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE2171
 EE2171  HORZ ORDER  -  FIRST
 EE2171
 EE2171.The horizontal coordinates were established by classical geodetic methods
 EE2171.and adjusted by the National Geodetic Survey in September 1997..
 EE2171
 EE2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2171
 EE2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2171
 EE2171.The geoid height was determined by GEOID03.
 EE2171
 EE2171;                    North         East     Units Scale Factor Converg.
 EE2171;SPC GA W     -   444,836.018   600,358.001   MT  1.00002235   -0 36 12.2
 EE2171;SPC GA W     - 1,459,432.84  1,969,674.54   sFT  1.00002235   -0 36 12.2
 EE2171;UTM  16      - 3,764,351.264   662,029.539   MT  0.99992364   +0 58 53.6
 EE2171
 EE2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2171!SPC GA W     -   0.99996002  x   1.00002235  =   0.99998237
 EE2171!UTM  16      -   0.99996002  x   0.99992364  =   0.99988366
 EE2171
 EE2171|---------------------------------------------------------------------|
 EE2171| PID    Reference Object                     Distance      Geod. Az  |
 EE2171|                                                           dddmmss.s |
 EE2171| CG5065 CEDARTOWN RM 1                       14.091 METERS 00344     |
 EE2171| EE2180 CEDARTOWN CABLE TV MAST             APPROX. 1.9 KM 0345937.5 |
 EE2171| EE2176 CEDARTOWN MECNER CHAPEL SPIRE       279.269 METERS 04241     |
 EE2171| EE2173 CEDARTOWN HWY PATROL RAD MAST       APPROX. 2.4 KM 0814718.9 |
 EE2171| EE2172 ET 3 USGS 1972                       16.996 METERS 13933     |
 EE2171| CG5066 CEDARTOWN RM 2                                     1463854.9 |
 EE2171| EE2204 CEDARTOWN GOODYEAR CO TANK          APPROX. 1.9 KM 2885935.5 |
 EE2171| EE2205 CEDARTOWN NOPCO CHEM STACK          APPROX. 2.1 KM 2943202.6 |
 EE2171| EE2203 CEDARTOWN RAD STA WGAA MAST         APPROX. 3.1 KM 3482304.2 |
 EE2171|---------------------------------------------------------------------|
 EE2171
 EE2171                          SUPERSEDED SURVEY CONTROL
 EE2171
 EE2171  NAD 83(1994)-  34 00 26.21842(N)    085 14 43.42945(W) AD(       ) 1
 EE2171  NAD 83(1986)-  34 00 26.21991(N)    085 14 43.42721(W) AD(       ) 1
 EE2171  NAD 27      -  34 00 25.85732(N)    085 14 43.60197(W) AD(       ) 1
 EE2171  NGVD 29 (07/19/86)  283.5    (m)          930.     (f) VERT ANG       
 EE2171
 EE2171.Superseded values are not recommended for survey control.
 EE2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2171.See file dsdata.txt to determine how the superseded data were derived.
 EE2171
 EE2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6203064351(NAD 83)
 EE2171_MARKER: DS = TRIANGULATION STATION DISK
 EE2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2171
 EE2171  HISTORY     - Date     Condition        Report By
 EE2171  HISTORY     - 1972     MONUMENTED       NGS
 EE2171
 EE2171                          STATION DESCRIPTION
 EE2171
 EE2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2171'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF CEDARTOWN, ON
 EE2171'CITY PROPERTY, ON A LOW HILL, BETWEEN TWO STANDPIPES.
 EE2171'
 EE2171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 27 AND
 EE2171'278 IN THE NORTH PART OF CEDARTOWN, GO SOUTH ON HIGHWAYS 27 AND
 EE2171'278 FOR 0.4 MILE TO EAST GIBSON STREET ON THE LEFT.  (TO REACH
 EE2171'REFERENCE MARK 2 FROM THIS INTERSECTION, CONTINUE SOUTH ON
 EE2171'HIGHWAYS 27 AND 278 FOR 0.4 MILE TO A CROSS STREET.  TURN LEFT
 EE2171'AND GO EAST ON EAST ELLAWOOD STREET FOR 0.35 MILE TO A
 EE2171'FORK.  KEEP LEFT ON THE MAIN ROAD AND GO 0.35 MILE TO A CROSS
 EE2171'STREET, (VAN DRIVE ON RIGHT, LAKE STREET ON LEFT).  CONTINUE
 EE2171'AHEAD ON THE PAVED ROAD FOR 0.15 MILE TO A GAS LINE
 EE2171'RIGHT-OF-WAY AND THE MARK ON THE LEFT).  TURN LEFT AND GO EAST
 EE2171'ON EAST GIBSON STREET FOR 0.5 MILE TO TOP OF HILL AND DRIVEWAY
 EE2171'ON RIGHT LEADING TO THE STANDPIPES AND STATION AS DESCRIBED.
 EE2171'
 EE2171'STATION MARKS ARE STANDARD DISKS STAMPED CEDARTOWN 1972.  THE
 EE2171'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2171'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 68.0 FEET
 EE2171'SOUTHEAST OF THE SIDE OF THE TALL STANDPIPE, AND 21.0 FEET
 EE2171'WEST-SOUTHWEST OF THE SIDE OF THE SHORT STANDPIPE.  THE
 EE2171'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS
 EE2171'ABOUT 40 INCHES BELOW GROUND.
 EE2171'
 EE2171'REFERENCE MARK 1, A STANDARD DISK STAMPED CEDARTOWN NO 1 1972,
 EE2171'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SPLASHGUARD OF THE
 EE2171'SHORT STANDPIPE.  IT IS 46.9 FEET EAST OF THE TALL STANDPIPE,
 EE2171'34.7 FEET SOUTH OF THE SOUTH WALL OF A BRICK SHED, 14.0 FEET
 EE2171'WEST OF THE SHORT STANDPIPE, AND LEVEL WITH THE STATION.
 EE2171'
 EE2171'ET 3 (USGS) IS A GEOLOGICAL SURVEY DISK STAMPED ET 3 CRH 1964,
 EE2171'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 EE2171'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 124 FEET SOUTHEAST OF THE
 EE2171'TALL STANDPIPE, 32.0 FEET SOUTH-SOUTHWEST OF THE SHORT
 EE2171'STANDPIPE, AND 2 FEET LOWER THAN THE STATION.
 EE2171'
 EE2171'REFERENCE MARK 2, A STANDARD DISK STAMPED CEDARTOWN NO 2 1972,
 EE2171'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE2171'THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS 60 FEET SOUTHEAST OF
 EE2171'A UTILITY POLE, 29 FEET NORTHEAST OF THE CENTER OF THE ROAD, AND
 EE2171'2.0 FEET NORTHWEST OF A METAL WITNESS POST SET ALONG THE EAST
 EE2171'RIGHT-OF-WAY BOUNDARY.
 EE2171'
 EE2171'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2180 ***********************************************************************
 EE2180  DESIGNATION -  CEDARTOWN CABLE TV MAST
 EE2180  PID         -  EE2180
 EE2180  STATE/COUNTY-  GA/POLK
 EE2180  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2180
 EE2180                         *CURRENT SURVEY CONTROL
 EE2180  ___________________________________________________________________
 EE2180* NAD 83(1994)-  34 01 17.30573(N)    085 14 00.47370(W)     ADJUSTED  
 EE2180* NAVD 88     -                                                        
 EE2180  ___________________________________________________________________
 EE2180  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EE2180  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2180
 EE2180  HORZ ORDER  -  THIRD
 EE2180
 EE2180.The horizontal coordinates were established by classical geodetic methods
 EE2180.and adjusted by the National Geodetic Survey in September 1997..
 EE2180
 EE2180
 EE2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2180
 EE2180.The geoid height was determined by GEOID03.
 EE2180
 EE2180;                    North         East     Units Scale Factor Converg.
 EE2180;SPC GA W     -   446,398.600   601,476.585   MT  1.00001962   -0 35 48.9
 EE2180;SPC GA W     - 1,464,559.41  1,973,344.43   sFT  1.00001962   -0 35 48.9
 EE2180;UTM  16      - 3,765,944.041   663,104.366   MT  0.99992795   +0 59 19.0
 EE2180
 EE2180                          SUPERSEDED SURVEY CONTROL
 EE2180
 EE2180  NAD 83(1994)-  34 01 17.30856(N)    085 14 00.47493(W) AD(       ) 4
 EE2180  NAD 83(1986)-  34 01 17.31007(N)    085 14 00.47269(W) AD(       ) 4
 EE2180  NAD 27      -  34 01 16.94833(N)    085 14 00.64825(W) AD(       ) 3
 EE2180
 EE2180.Superseded values are not recommended for survey control.
 EE2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2180.See file dsdata.txt to determine how the superseded data were derived.
 EE2180
 EE2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6310465944(NAD 83)
 EE2180_MARKER: 42 = RADIO/TV MAST
 EE2180
 EE2180  HISTORY     - Date     Condition        Report By
 EE2180  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2180
 EE2180                          STATION DESCRIPTION
 EE2180
 EE2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2180'THE STATION IS THE RED LIGHT AT THE TOP AND CENTER OF A
 EE2180'TRUSS-WORK STEEL, GUYED MAST WITH SEVERAL SMALL ANTENNAS
 EE2180'ATTACHED.  THE MAST IS PAINTED ALTERNATELY RED AND WHITE AND
 EE2180'IS 190 FEET HIGH.  IT IS OWNED BY CABLE VISION OF CEDARTOWN.
 EE2180'
 EE2180'THE MAST IS LOCATED ABOUT 1.5 NORTHEAST OF THE CENTER OF
 EE2180'CEDARTOWN, 0.85 MILE NORTHEAST OF THE JUNCTION OF COLLARD
 EE2180'VALLEY RD. AND U.S. HWY. 278 AND 90 FEET WEST OF THE CENTER
 EE2180'OF COLLARD VALLEY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2204 ***********************************************************************
 EE2204  DESIGNATION -  CEDARTOWN GOODYEAR CO TANK
 EE2204  PID         -  EE2204
 EE2204  STATE/COUNTY-  GA/POLK
 EE2204  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2204
 EE2204                         *CURRENT SURVEY CONTROL
 EE2204  ___________________________________________________________________
 EE2204* NAD 83(1994)-  34 00 46.61611(N)    085 15 54.62222(W)     ADJUSTED  
 EE2204* NAVD 88     -                                                        
 EE2204  ___________________________________________________________________
 EE2204  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EE2204  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE2204
 EE2204  HORZ ORDER  -  THIRD
 EE2204
 EE2204.The horizontal coordinates were established by classical geodetic methods
 EE2204.and adjusted by the National Geodetic Survey in September 1997..
 EE2204
 EE2204
 EE2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2204
 EE2204.The geoid height was determined by GEOID03.
 EE2204
 EE2204;                    North         East     Units Scale Factor Converg.
 EE2204;SPC GA W     -   445,483.990   598,537.945   MT  1.00002686   -0 36 52.3
 EE2204;SPC GA W     - 1,461,558.72  1,963,703.24   sFT  1.00002686   -0 36 52.3
 EE2204;UTM  16      - 3,764,948.581   660,192.449   MT  0.99991634   +0 58 14.3
 EE2204
 EE2204                          SUPERSEDED SURVEY CONTROL
 EE2204
 EE2204  NAD 83(1994)-  34 00 46.61888(N)    085 15 54.62350(W) AD(       ) 4
 EE2204  NAD 83(1986)-  34 00 46.62036(N)    085 15 54.62101(W) AD(       ) 4
 EE2204  NAD 27      -  34 00 46.25848(N)    085 15 54.79376(W) AD(       ) 3
 EE2204
 EE2204.Superseded values are not recommended for survey control.
 EE2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2204.See file dsdata.txt to determine how the superseded data were derived.
 EE2204
 EE2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6019264949(NAD 83)
 EE2204_MARKER: 53 = ELEVATED TANK
 EE2204
 EE2204  HISTORY     - Date     Condition        Report By
 EE2204  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2204
 EE2204                          STATION DESCRIPTION
 EE2204
 EE2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2204'THE STATION IS THE BALL ON TOP AND CENTER OF A WATER TANK
 EE2204'WITH A CYLINDRICAL BODY, CONICAL TOP AND HEMISPHERICAL BOTTOM.  IT
 EE2204'IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS AND IS 140 FEET
 EE2204'HIGH.  THE TANK IS PAINTED SILVER WITH GOODYEAR PAINTED ON IN
 EE2204'YELLOW AND BLUE.  THIS TANK IS OWNED BY GOODYEAR TIRE AND
 EE2204'RUBBER COMPANY, CEDARTOWN MILL.
 EE2204'
 EE2204'THE TANK IS LOCATED ABOUT 0.6 MILE WEST OF THE CENTER OF
 EE2204'CEDARTOWN, 0.1 MILE NORTH OF U.S. HIGHWAY 278, NEAR THE CENTER
 EE2204'OF THE PLANT COMPLEX AT 113 PRYOR STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2173 ***********************************************************************
 EE2173  DESIGNATION -  CEDARTOWN HWY PATROL RAD MAST
 EE2173  PID         -  EE2173
 EE2173  STATE/COUNTY-  GA/POLK
 EE2173  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2173
 EE2173                         *CURRENT SURVEY CONTROL
 EE2173  ___________________________________________________________________
 EE2173* NAD 83(1994)-  34 00 37.37125(N)    085 13 10.51853(W)     ADJUSTED  
 EE2173* NAVD 88     -                                                        
 EE2173  ___________________________________________________________________
 EE2173  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 EE2173  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2173
 EE2173  HORZ ORDER  -  THIRD
 EE2173
 EE2173.The horizontal coordinates were established by classical geodetic methods
 EE2173.and adjusted by the National Geodetic Survey in September 1997..
 EE2173
 EE2173
 EE2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2173
 EE2173.The geoid height was determined by GEOID03.
 EE2173
 EE2173;                    North         East     Units Scale Factor Converg.
 EE2173;SPC GA W     -   445,154.924   602,745.538   MT  1.00001656   -0 35 20.4
 EE2173;SPC GA W     - 1,460,479.11  1,977,507.65   sFT  1.00001656   -0 35 20.4
 EE2173;UTM  16      - 3,764,736.052   664,407.125   MT  0.99993321   +0 59 45.9
 EE2173
 EE2173                          SUPERSEDED SURVEY CONTROL
 EE2173
 EE2173  NAD 83(1994)-  34 00 37.37408(N)    085 13 10.51976(W) AD(       ) 4
 EE2173  NAD 83(1986)-  34 00 37.37570(N)    085 13 10.51741(W) AD(       ) 4
 EE2173  NAD 27      -  34 00 37.01318(N)    085 13 10.69394(W) AD(       ) 3
 EE2173
 EE2173.Superseded values are not recommended for survey control.
 EE2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2173.See file dsdata.txt to determine how the superseded data were derived.
 EE2173
 EE2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6440764736(NAD 83)
 EE2173_MARKER: 53 = ELEVATED TANK
 EE2173
 EE2173  HISTORY     - Date     Condition        Report By
 EE2173  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2173
 EE2173                          STATION DESCRIPTION
 EE2173
 EE2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2173'THE STATION IS THE RED LIGHT AT THE TOP AND CENTER OF A
 EE2173'TRUSS-WORK STEEL, GUYED, MAST.  IT IS PAINTED ALTERNATELY RED
 EE2173'AND WHITE AND IS 310 FEET HIGH.  THE MAST IS OWNED BY GEORGIA
 EE2173'DEPARTMENT OF PUBLIC SAFETY.
 EE2173'
 EE2173'THE MAST IS LOCATED ABOUT 2 MILES EAST OF THE CENTER OF
 EE2173'CEDARTOWN, 0.4 MILE SOUTH OF U.S. HWY. 278, AT THE SOUTH EDGE
 EE2173'OF THE POLK COUNTY FAIR GROUNDS ON THE HIGHEST HILL IN THE
 EE2173'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2176 ***********************************************************************
 EE2176  DESIGNATION -  CEDARTOWN MECNER CHAPEL SPIRE
 EE2176  PID         -  EE2176
 EE2176  STATE/COUNTY-  GA/POLK
 EE2176  USGS QUAD   -  CEDARTOWN EAST (1982)
 EE2176
 EE2176                         *CURRENT SURVEY CONTROL
 EE2176  ___________________________________________________________________
 EE2176* NAD 83(1994)-  34 00 32.87822(N)    085 14 36.04954(W)     ADJUSTED  
 EE2176* NAVD 88     -                                                        
 EE2176  ___________________________________________________________________
 EE2176  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EE2176  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE2176
 EE2176  HORZ ORDER  -  THIRD
 EE2176
 EE2176.The horizontal coordinates were established by classical geodetic methods
 EE2176.and adjusted by the National Geodetic Survey in September 1997..
 EE2176
 EE2176
 EE2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2176
 EE2176.The geoid height was determined by GEOID03.
 EE2176
 EE2176;                    North         East     Units Scale Factor Converg.
 EE2176;SPC GA W     -   445,039.305   600,549.492   MT  1.00002188   -0 36 08.1
 EE2176;SPC GA W     - 1,460,099.79  1,970,302.79   sFT  1.00002188   -0 36 08.1
 EE2176;UTM  16      - 3,764,559.750   662,215.316   MT  0.99992438   +0 58 57.9
 EE2176
 EE2176                          SUPERSEDED SURVEY CONTROL
 EE2176
 EE2176  NAD 83(1994)-  34 00 32.88099(N)    085 14 36.05076(W) AD(       ) 4
 EE2176  NAD 83(1986)-  34 00 32.88258(N)    085 14 36.04840(W) AD(       ) 4
 EE2176  NAD 27      -  34 00 32.51978(N)    085 14 36.22282(W) AD(       ) 3
 EE2176
 EE2176.Superseded values are not recommended for survey control.
 EE2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2176.See file dsdata.txt to determine how the superseded data were derived.
 EE2176
 EE2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6221564560(NAD 83)
 EE2176_MARKER: 90 = CHURCH SPIRE
 EE2176
 EE2176  HISTORY     - Date     Condition        Report By
 EE2176  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2176
 EE2176                          STATION DESCRIPTION
 EE2176
 EE2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2176'THE STATION IS THE BALL AT BASE OF WEATHER VANE, ATOP A WHITE
 EE2176'SPIRE WITH A GREEN ROOF AT THE WEST END OF A RED BRICK
 EE2176'BUILDING.  IT IS 105 FEET HIGH AND IS ON THE DANIEL MECNER
 EE2176'CHAPEL BUILDING OF THE ETHEL HARPST HOME FOR CHILDREN.
 EE2176'
 EE2176'THE SPIRE IS LOCATED AT 740 FLETCHER STREET IN CEDARTOWN, 203
 EE2176'FEET NORTH OF THE CENTER OF PACE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2205 ***********************************************************************
 EE2205  DESIGNATION -  CEDARTOWN NOPCO CHEM STACK
 EE2205  PID         -  EE2205
 EE2205  STATE/COUNTY-  GA/POLK
 EE2205  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2205
 EE2205                         *CURRENT SURVEY CONTROL
 EE2205  ___________________________________________________________________
 EE2205* NAD 83(1994)-  34 00 54.91773(N)    085 15 58.95846(W)     ADJUSTED  
 EE2205* NAVD 88     -                                                        
 EE2205  ___________________________________________________________________
 EE2205  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EE2205  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE2205
 EE2205  HORZ ORDER  -  THIRD
 EE2205
 EE2205.The horizontal coordinates were established by classical geodetic methods
 EE2205.and adjusted by the National Geodetic Survey in September 1997..
 EE2205
 EE2205
 EE2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2205
 EE2205.The geoid height was determined by GEOID03.
 EE2205
 EE2205;                    North         East     Units Scale Factor Converg.
 EE2205;SPC GA W     -   445,740.964   598,429.434   MT  1.00002714   -0 36 54.9
 EE2205;SPC GA W     - 1,462,401.81  1,963,347.23   sFT  1.00002714   -0 36 54.9
 EE2205;UTM  16      - 3,765,202.427   660,076.883   MT  0.99991589   +0 58 12.1
 EE2205
 EE2205                          SUPERSEDED SURVEY CONTROL
 EE2205
 EE2205  NAD 83(1994)-  34 00 54.92058(N)    085 15 58.95985(W) AD(       ) 4
 EE2205  NAD 83(1986)-  34 00 54.92189(N)    085 15 58.95710(W) AD(       ) 4
 EE2205  NAD 27      -  34 00 54.56070(N)    085 15 59.13053(W) AD(       ) 3
 EE2205
 EE2205.Superseded values are not recommended for survey control.
 EE2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2205.See file dsdata.txt to determine how the superseded data were derived.
 EE2205
 EE2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6007765202(NAD 83)
 EE2205_MARKER: 63 = STACK
 EE2205
 EE2205  HISTORY     - Date     Condition        Report By
 EE2205  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE2205
 EE2205                          STATION DESCRIPTION
 EE2205
 EE2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE2205'THE STATION IS THE TOP AND CENTER OF A CYLINDRICAL SHAPE, RED
 EE2205'BRICK, STACK WITH AN INLAY OF NOP CO IN WHITE.  IT IS 150 FEET
 EE2205'HIGH AND 20 FEET IN DIAMETER AT THE BASE.  THE STACK IS OWNED BY
 EE2205'NOPCO CHEMICAL DIVISION, DIAMOND SHAMROCK CHEMICAL COMPANY.
 EE2205'
 EE2205'THE STACK IS LOCATED ABOUT 0.6 MILE NORTHWEST OF THE CENTER OF
 EE2205'CEDARTOWN, 0.25 MILE NORTH OF U.S. HIGHWAY 278, NEAR THE CENTER
 EE2205'OF THE PLANT COMPLEX AT 710 WISSAHICKON AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2203 ***********************************************************************
 EE2203  DESIGNATION -  CEDARTOWN RAD STA WGAA MAST
 EE2203  PID         -  EE2203
 EE2203  STATE/COUNTY-  GA/POLK
 EE2203  USGS QUAD   -  CEDARTOWN WEST (1980)
 EE2203
 EE2203                         *CURRENT SURVEY CONTROL
 EE2203  ___________________________________________________________________
 EE2203* NAD 83(1994)-  34 02 05.25948(N)    085 15 07.88229(W)     ADJUSTED  
 EE2203* NAVD 88     -                                                        
 EE2203  ___________________________________________________________________
 EE2203  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EE2203  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2203
 EE2203  HORZ ORDER  -  THIRD
 EE2203
 EE2203.The horizontal coordinates were established by classical geodetic methods
 EE2203.and adjusted by the National Geodetic Survey in September 1997..
 EE2203
 EE2203
 EE2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2203
 EE2203.The geoid height was determined by GEOID03.
 EE2203
 EE2203;                    North         East     Units Scale Factor Converg.
 EE2203;SPC GA W     -   447,894.275   599,762.876   MT  1.00002382   -0 36 27.4
 EE2203;SPC GA W     - 1,469,466.47  1,967,722.04   sFT  1.00002382   -0 36 27.4
 EE2203;UTM  16      - 3,767,391.578   661,350.093   MT  0.99992093   +0 58 42.4
 EE2203
 EE2203                          SUPERSEDED SURVEY CONTROL
 EE2203
 EE2203  NAD 83(1994)-  34 02 05.26225(N)    085 15 07.88354(W) AD(       ) 4
 EE2203  NAD 83(1986)-  34 02 05.26373(N)    085 15 07.88122(W) AD(       ) 4
 EE2203  NAD 27      -  34 02 04.90403(N)    085 15 08.05536(W) AD(       ) 3
 EE2203
 EE2203.Superseded values are not recommended for survey control.
 EE2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2203.See file dsdata.txt to determine how the superseded data were derived.
 EE2203
 EE2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6135067392(NAD 83)
 EE2203_MARKER: 42 = RADIO/TV MAST
 EE2203
 EE2203  HISTORY     - Date     Condition        Report By
 EE2203  HISTORY     - 1973     FIRST OBSERVED   NGS
 EE2203
 EE2203                          STATION DESCRIPTION
 EE2203
 EE2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 EE2203'THE CEDARTOWN RADIO STATION WGAA MAST IS LOCATED ABOUT 1.5 MILES
 EE2203'NORTH OF TOWN, 1/2 MILE WEST OF U.S. HIGHWAY 27, AT 413 LAKEVIEW
 EE2203'DRIVE.
 EE2203'
 EE2203'THE STATION IS THE LIGHT AT THE TOP OF A RED AND WHITE
 EE2203'SINGLE-COLUMN MAST, GUYED, 256 FEET HIGH, AND OWNED BY FAULKNER
 EE2203'RADIO INCORPORATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3469 ***********************************************************************
 DG3469  DESIGNATION -  CEDARTOWN TREAT LOT
 DG3469  PID         -  DG3469
 DG3469  STATE/COUNTY-  GA/POLK
 DG3469  USGS QUAD   -  BENEDICT (1980)
 DG3469
 DG3469                         *CURRENT SURVEY CONTROL
 DG3469  ___________________________________________________________________
 DG3469* NAD 83(1994)-  33 54 20.02450(N)    085 21 27.13833(W)     ADJUSTED  
 DG3469* NAVD 88     -       421.2    (meters)    1382.     (feet)  VERTCON   
 DG3469  ___________________________________________________________________
 DG3469  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DG3469  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3469
 DG3469  HORZ ORDER  -  THIRD
 DG3469
 DG3469.The horizontal coordinates were established by classical geodetic methods
 DG3469.and adjusted by the National Geodetic Survey in September 1997..
 DG3469
 DG3469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3469
 DG3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3469
 DG3469.The geoid height was determined by GEOID03.
 DG3469
 DG3469;                    North         East     Units Scale Factor Converg.
 DG3469;SPC GA W     -   433,668.071   589,867.962   MT  1.00004948   -0 39 51.7
 DG3469;SPC GA W     - 1,422,792.66  1,935,258.47   sFT  1.00004948   -0 39 51.7
 DG3469;SPC AL E     -   377,731.355   244,003.227   MT  0.99998386   +0 15 55.5
 DG3469;UTM  16      - 3,752,899.330   651,853.330   MT  0.99988427   +0 54 59.0
 DG3469
 DG3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3469!SPC GA W     -   0.99993840  x   1.00004948  =   0.99998787
 DG3469!SPC AL E     -   0.99993840  x   0.99998386  =   0.99992226
 DG3469!UTM  16      -   0.99993840  x   0.99988427  =   0.99982267
 DG3469
 DG3469:                Primary Azimuth Mark                     Grid Az
 DG3469:SPC GA W     -  ET 2 CRH                                 349 12 14.5
 DG3469:SPC AL E     -  ET 2 CRH                                 348 16 27.3
 DG3469:UTM  16      -  ET 2 CRH                                 347 37 23.8
 DG3469
 DG3469|---------------------------------------------------------------------|
 DG3469| PID    Reference Object                     Distance      Geod. Az  |
 DG3469|                                                           dddmmss.s |
 DG3469| DG3478 ET 2 CRH                            APPROX. 9.7 KM 3483222.8 |
 DG3469|---------------------------------------------------------------------|
 DG3469
 DG3469                          SUPERSEDED SURVEY CONTROL
 DG3469
 DG3469  NAD 83(1994)-  33 54 20.02674(N)    085 21 27.14030(W) AD(       ) 3
 DG3469  NAD 83(1986)-  33 54 20.02777(N)    085 21 27.13679(W) AD(       ) 3
 DG3469  NAD 27      -  33 54 19.69473(N)    085 21 27.33968(W) AD(       ) 3
 DG3469  NGVD 29 (07/19/86)  421.1    (m)         1382.     (f) VERT ANG       
 DG3469
 DG3469.Superseded values are not recommended for survey control.
 DG3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3469.See file dsdata.txt to determine how the superseded data were derived.
 DG3469
 DG3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5185352899(NAD 83)
 DG3469_MARKER: 57 = LOOKOUT TOWER
 DG3469
 DG3469  HISTORY     - Date     Condition        Report By
 DG3469  HISTORY     - 1964     FIRST OBSERVED   USGS
 DG3469
 DG3469                          STATION DESCRIPTION
 DG3469
 DG3469'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DG3469'CEDARTOWN, 5.6 MI S. OF INTERSECTION OF U. S. HIGHWAY 27 AND
 DG3469'STATE HIGHWAY 100, ALONG HIGHWAY 100 TO CROSSROAD, THENCE 3.2 MI
 DG3469'W. (RIGHT) ALONG DIRT RD. TO DIRT DRIVE, THENCE 0.2 MI RIGHT ALONG
 DG3469'DIRT DRIVE TO TOP OF HILL, CENTERLINE OF TOWER DESIGNATED---TREAT
 DG3469'LOT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1945 ***********************************************************************
 DF1945  DESIGNATION -  CELESTE
 DF1945  PID         -  DF1945
 DF1945  STATE/COUNTY-  GA/WILKES
 DF1945  USGS QUAD   -  CELESTE (1971)
 DF1945
 DF1945                         *CURRENT SURVEY CONTROL
 DF1945  ___________________________________________________________________
 DF1945* NAD 83(1994)-  33 45 38.98255(N)    082 52 21.52888(W)     ADJUSTED  
 DF1945* NAVD 88     -       209.4    (meters)     687.     (feet)  VERTCON   
 DF1945  ___________________________________________________________________
 DF1945  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DF1945  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DF1945
 DF1945  HORZ ORDER  -  SECOND
 DF1945
 DF1945.The horizontal coordinates were established by classical geodetic methods
 DF1945.and adjusted by the National Geodetic Survey in September 1997..
 DF1945
 DF1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1945
 DF1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1945
 DF1945.The geoid height was determined by GEOID03.
 DF1945
 DF1945;                    North         East     Units Scale Factor Converg.
 DF1945;SPC GA E     -   417,201.297   134,601.845   MT  0.99995271   -0 23 32.4
 DF1945;SPC GA E     - 1,368,767.92    441,606.22   sFT  0.99995271   -0 23 32.4
 DF1945;UTM  17      - 3,737,212.999   326,570.052   MT  0.99997081   -1 02 27.4
 DF1945
 DF1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1945!SPC GA E     -   0.99997164  x   0.99995271  =   0.99992435
 DF1945!UTM  17      -   0.99997164  x   0.99997081  =   0.99994245
 DF1945
 DF1945|---------------------------------------------------------------------|
 DF1945| PID    Reference Object                     Distance      Geod. Az  |
 DF1945|                                                           dddmmss.s |
 DF1945| DF1959 CELESTE RM 3                         31.942 METERS 00303     |
 DF1945| DF3000 CELESTE RM 1                         32.035 METERS 00959     |
 DF1945| DF2999 CELESTE AZ MK                                      0584028.8 |
 DF1945| DF1888 WASHINGTON MUN SPIPE                APPROX.13.1 KM 1005936.0 |
 DF1945| DF1881 CLINCHFIELD                         APPROX.15.2 KM 1255303.2 |
 DF1945| DF3001 CELESTE RM 2                         29.348 METERS 23034     |
 DF1945|---------------------------------------------------------------------|
 DF1945
 DF1945                          SUPERSEDED SURVEY CONTROL
 DF1945
 DF1945  NAD 83(1986)-  33 45 38.98892(N)    082 52 21.52700(W) AD(       ) 2
 DF1945  NAD 27      -  33 45 38.53700(N)    082 52 21.99300(W) AD(       ) 2
 DF1945  NGVD 29 (07/19/86)  209.5    (m)          687.     (f) VERT ANG       
 DF1945
 DF1945.Superseded values are not recommended for survey control.
 DF1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1945.See file dsdata.txt to determine how the superseded data were derived.
 DF1945
 DF1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2657037213(NAD 83)
 DF1945_MARKER: DS = TRIANGULATION STATION DISK
 DF1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1945
 DF1945  HISTORY     - Date     Condition        Report By
 DF1945  HISTORY     - 1935     MONUMENTED       CGS
 DF1945  HISTORY     - 1955     GOOD             CGS
 DF1945  HISTORY     - 1973     GOOD             NGS
 DF1945  HISTORY     - 1976     GOOD             NGS
 DF1945
 DF1945                          STATION DESCRIPTION
 DF1945
 DF1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1945'ABOUT 14 MILES NORTHEAST OF CRAWFORDVILLE, 8 MILES NORTHWEST OF
 DF1945'WASHINGTON, AT NORTHWEST CORNER OF CULTIVATED FIELD BELONGING TO
 DF1945'MRS. MILDRED I. HILL AND OCCUPIED BY T.B. COLBY, ABOUT 150 FEET
 DF1945'WEST OF TENANT HOUSE, 31.5 FEET SOUTHEAST OF CENTER LINE OF
 DF1945'CELESTE-SESSON ROAD AND 24 FEET SOUTH-SOUTHWEST OF CENTER LINE OF
 DF1945'LANE LEADING TO HOUSE.  TO REACH FROM COURTHOUSE SQUARE AT
 DF1945'WASHINGTON, GO WEST ON U.S. HIGHWAY 78 FOR 7.3 MILES TO T-ROAD AT
 DF1945'CELESTE.  TURN LEFT ON T-ROAD FOR 1.3 MILES TO Y.  BEAR RIGHT FOR
 DF1945'0.9 MILE TO CROSS ROAD AND CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 DF1945'TOP OF GRADE AND STATION ON LEFT.  SURFACE AND UNDERGROUND MARKS ARE
 DF1945'STANDARD DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 DF1945'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO.
 DF1945'1 IS ABOUT 35 FEET NORTHWEST OF CENTER LINE OF ROAD, ON NORTHWEST
 DF1945'FENCE LINE OF CATTLE LANE AND 105.10 FEET NORTH OF STATION N 9
 DF1945'DEG 59 MIN E.  NO. 2 IS AT WEST EDGE OF CULTIVATED FIELD,
 DF1945'21 FEET SOUTHEAST OF CENTER LINE OF ROAD AND 96.23 FEET SOUTHWEST OF
 DF1945'STATION S 50 DEG 34 MIN W. AZIMUTH MARK IS ON PROPERTY
 DF1945'BELONGING TO H.L. LAMAR, 33 FEET WEST OF SMALL BUILDING, 12 FEET
 DF1945'EAST OF ROAD INTERSECTION AND ABOUT 0.25 MILE NORTHEAST OF STATION
 DF1945'N 58 DEG 41 MIN E.
 DF1945
 DF1945                          STATION RECOVERY (1955)
 DF1945
 DF1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR)
 DF1945'RECOVERED ESSENTIALLY AS DESCRIBED, EXCEPT R.M. NO. 1 FOUND
 DF1945'DESTROYED AND THE AZIMUTH MARK HAD BEEN MOVED ABOUT 50 YARDS NE AND
 DF1945'MADE A FOUNDATION PILLAR OF A HOUSE.
 DF1945'
 DF1945'THE STATION IS ABOUT 14 MILES NNE OF CRAWFORDVILLE, 8 MILES WNW OF
 DF1945'WASHINGTON, 1.5 MILES ABOUT SW OF THE HEART OF THE SETTLEMENT OF
 DF1945'CELESTE, AND ON THE APPARENTLY HIGHEST GROUND IN THE VICINITY.  THE
 DF1945'MARK, STAMPED CELESTE 1935, IS 161 FEET W OF THE
 DF1945'MOST WESTERLY CORNER OF REMAINS OF A STONE CHIMNEY ON THE SW END OF
 DF1945'AN OLD HOUSE, 31 FEET SE OF THE CENTER OF THE ROAD, 10.0 FEET N OF A
 DF1945'TRANSFORMER AND LINE-JUNCTION POWER POLE, 5.5 FEET NE OF THE LINE OF
 DF1945'THE POLES FROM THE NW, AND THE UPPER MARK IS 0.7 FOOT UNDERGROUND.
 DF1945'
 DF1945'REFERENCE MARK STAMPED CELESTE NO 2 1935, PROJECTS 0.4
 DF1945'FOOT, IS 96.23 FEET S 50 DEG 34 MIN W FROM THE STATION,
 DF1945'91.5 FEET SW OF SAID POWER POLE, 26 FEET NW OF THE LINE OF POLES TO
 DF1945'THE SW, AND 17 FEET SE OF THE CENTER OF THE ROAD.
 DF1945'
 DF1945'REFERENCE MARK STAMPED CELESTE NO. 3 1935 1955, PROJECTS
 DF1945'0.5 FOOT, IS 104.80 FEET N 3 DEG 01 MIN E FROM THE
 DF1945'STATION, 114.7 FEET N OF SAID POWER POLE, 47 FEET NW OF CENTER OF
 DF1945'ROAD, AND IN A FENCE LINE.
 DF1945'
 DF1945'TO REACH FROM THE COURTHOUSE IN WASHINGTON, GO NORTHWESTERLY ON
 DF1945'NO. 78 U.S. HWY. FOR 7.3 MILES AND TURN LEFT ONTO EARTH ROAD, THENCE
 DF1945'SOUTHWESTERLY 1.3 MILES AND TAKE RIGHT FORK, THENCE SW 0.9 MILE TO
 DF1945'CROSSROADS, THENCE STRAIGHT AHEAD 0.2 MILE TO STATION.
 DF1945
 DF1945                          STATION RECOVERY (1973)
 DF1945
 DF1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 DF1945'THE STATION MARK RECOVERED IN GOOD CONDITION.  ADDITIONAL NOTES AND A
 DF1945'NEW TO REACH FOLLOWS--
 DF1945'
 DF1945'THE STATION MARK IS A STANDARD DISK STAMPED CELESTE 1935, SET IN A
 DF1945'CONCRETE POST 10 INCHES BELOW THE SURFACE.  IT IS 31 FEET SOUTHEAST
 DF1945'OF THE CENTER OF BLADED ROAD, 14.5 FEET SOUTH OF THE SOUTHWEST GATE
 DF1945'POST AND 10 FEET NORTH OF A POWER POLE WITH GUY WIRE.
 DF1945'
 DF1945'TO REACH THE STATION FROM THE COURTHOUSE IN WASHINGTON, GO WESTERLY
 DF1945'ON HIGHWAY 78 (BUSINESS) FOR 2.9 MILES TO THE JUNCTION OF HIGHWAY
 DF1945'78.  CONTINUE WESTERLY ON HIGHWAY 78 FOR 4.3 MILES TO A PAVED SIDE
 DF1945'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE PAVED ROAD
 DF1945'FOR 2.1 MILES TO A SIDE ROAD LEFT.  ANGLE LEFT AND GO SOUTHWEST ON
 DF1945'A BLADED ROAD FOR 0.2 MILES TO AN OLD HOUSE, GATE AND STATION
 DF1945'ON THE LEFT.
 DF1945'
 DF1945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NW
 DF1945'WASHINGTON.
 DF1945
 DF1945                          STATION RECOVERY (1976)
 DF1945
 DF1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1945'THE STATION MARK, REFERENCE MARK 2 AND 3 WERE RECOVERED IN GOOD
 DF1945'CONDITION.  DUE TO POWER LINE THE STATION COULD NOT HAVE A TOWER
 DF1945'BUILT OVER IT SO REFERENCE MARK 3 WAS BUILT OVER AND OCCUPIED AT
 DF1945'THIS TIME.  THE AZIMUTH MARK WAS FOUND DESTROYED AND A NEW AZIMUTH
 DF1945'MARK 2 WAS ESTABLISHED FOR THE REFERENCE MARK 3 STATION.  THE
 DF1945'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LONGER BY 0.06 OF A
 DF1945'FOOT IN COMPARISON TO THE 1935 DATA.  THE DIRECTION TO
 DF1945'REFERENCE MARK 2 COULD NOT BE CHECKED WITH THE 1935 DATA DUE TO
 DF1945'NO OTHER VISIBLE OBJECTS TO THE STATION.  THE DISTANCE TO
 DF1945'REFERENCE MARK 3 COMPARES WITH THE 1955 DATA AND THE DIRECTION
 DF1945'BETWEEN REFERENCE MARK 2 AND 3 COMPARES WITH THE 1955 DATA.  A
 DF1945'NEW COMPLETE DESCRIPTION FOLLOWS.
 DF1945'
 DF1945'THE STATION IS LOCATED 2-3/4 MILES SOUTH-SOUTHEAST OF RAYLE,
 DF1945'7-1/4 MILES EAST-NORTHEAST OF PHILOMATH, 8 MILES WEST OF WASHINGTON
 DF1945'AND ON PROPERTY OWNED BY MR. SAM GRANADA JR. (PHONE NO. 274-3338)
 DF1945'WHO LIVES IN THE FIRST HOUSE NORTH OF THE STATION.
 DF1945'
 DF1945'TO REACH THE STATION FROM THE POST OFFICE IN RAYLE, GO EAST ON
 DF1945'U.S. HIGHWAYS 78 AND STATE HIGHWAY 10 FOR 0.8 MILE TO A GRAVEL
 DF1945'SIDE ROAD RIGHT (COUNTY ROUTE 64).  TURN RIGHT AND GO SOUTH ON
 DF1945'GRAVEL ROAD FOR 1.4 MILES TO THE BEGINNING OF PAVEMENT.  CONTINUE
 DF1945'SOUTH ON PAVED ROAD FOR 0.7 MILE TO A REVERSE FORK ON THE
 DF1945'RIGHT.  TURN SHARP RIGHT AND GO WESTERLY ON A GRAVEL ROAD FOR
 DF1945'0.2 MILE TO THE STATION ON THE LEFT.
 DF1945'
 DF1945'STATION MARK, A STANDARD DISK STAMPED CELESTE 1935, IS SET IN THE
 DF1945'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 DF1945'BELOW THE GROUND SURFACE.  IT IS 31 FEET SOUTHEAST OF THE CENTER
 DF1945'OF THE GRAVEL ROAD, 14 FEET SOUTHEAST OF A WITNESS POST AND FENCE,
 DF1945'13 FEET SOUTHWEST OF THE WEST GATE POST OF A FIELD ENTRANCE AND
 DF1945'10 FEET NORTH OF A UTILITY POLE.  THE 1935 DATA STATES THERE IS
 DF1945'AN UNDERGROUND DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 DF1945'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF1945'
 DF1945'REFERENCE MARK 2, A STANDARD DISK STAMPED CELESTE NO 2 1935, IS
 DF1945'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 DF1945'FLUSH WITH THE GROUND SURFACE.  IT IS 91.6 FEET SOUTHWEST OF A
 DF1945'UTILITY POLE, 19 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD
 DF1945'AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 DF1945'
 DF1945'REFERENCE MARK 3, A STANDARD DISK STAMPED CELESTE 1935 NO 3 1955,
 DF1945'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF1945'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 124 FEET
 DF1945'EAST-SOUTHEAST OF A UTILITY POLE, 61 FEET NORTH-NORTHEAST OF THE
 DF1945'EAST GATE POST OF A FIELD ENTRANCE, 45.6 FEET NORTHWEST OF THE
 DF1945'CENTER OF THE GRAVEL ROAD, AND 25.8 FEET NORTHWEST OF A WITNESS
 DF1945'POST AND FENCE.
 DF1945'
 DF1945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF1945'2-3/4 MILES SOUTH-SOUTHEAST OF RAYLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1958 ***********************************************************************
 DF1958  DESIGNATION -  CELESTE AZ MK 2
 DF1958  PID         -  DF1958
 DF1958  STATE/COUNTY-  GA/WILKES
 DF1958  USGS QUAD   -  CELESTE (1971)
 DF1958
 DF1958                         *CURRENT SURVEY CONTROL
 DF1958  ___________________________________________________________________
 DF1958* NAD 83(1994)-  33 45 42.94597(N)    082 52 13.09597(W)     ADJUSTED  
 DF1958* NAVD 88     -       202.     (meters)     663.     (feet)  VERTCON   
 DF1958  ___________________________________________________________________
 DF1958  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DF1958  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DF1958
 DF1958  HORZ ORDER  -  SECOND
 DF1958
 DF1958.The horizontal coordinates were established by classical geodetic methods
 DF1958.and adjusted by the National Geodetic Survey in September 1997..
 DF1958
 DF1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1958
 DF1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1958
 DF1958.The geoid height was determined by GEOID03.
 DF1958
 DF1958;                    North         East     Units Scale Factor Converg.
 DF1958;SPC GA E     -   417,321.920   134,819.677   MT  0.99995236   -0 23 27.8
 DF1958;SPC GA E     - 1,369,163.67    442,320.89   sFT  0.99995236   -0 23 27.8
 DF1958;UTM  17      - 3,737,331.150   326,789.239   MT  0.99996987   -1 02 22.8
 DF1958
 DF1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1958!SPC GA E     -   0.99997282  x   0.99995236  =   0.99992518
 DF1958!UTM  17      -   0.99997282  x   0.99996987  =   0.99994269
 DF1958
 DF1958                          SUPERSEDED SURVEY CONTROL
 DF1958
 DF1958  NAD 83(1986)-  33 45 42.95235(N)    082 52 13.09409(W) AD(       ) 2
 DF1958  NAD 27      -  33 45 42.50043(N)    082 52 13.56021(W) AD(       ) 2
 DF1958  NGVD 29 (07/19/86)  202.     (m)          663.     (f) VERT ANG       
 DF1958
 DF1958.Superseded values are not recommended for survey control.
 DF1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1958.See file dsdata.txt to determine how the superseded data were derived.
 DF1958
 DF1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2678937331(NAD 83)
 DF1958_MARKER: DR = REFERENCE MARK DISK
 DF1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1958
 DF1958  HISTORY     - Date     Condition        Report By
 DF1958  HISTORY     - 1976     MONUMENTED       NGS
 DF1958
 DF1958                          STATION DESCRIPTION
 DF1958
 DF1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1958'MARK, A STANDARD REFERENCE MARK DISK STAMPED CELESTE 1935 AZ 2
 DF1958'1976, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 DF1958'WHICH IS FLUSH WITH THE GROUND SURFACE, IT IS 110 FEET
 DF1958'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY ROUTE 64
 DF1958'AND THE GRAVEL ROAD, 50 FEET NORTH OF THE CENTER OF THE GRAVEL
 DF1958'ROAD, 45 FEET SOUTH-SOUTHWEST OF THE CENTER OF COUNTY ROUTE 64
 DF1958'AND 4.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1959 ***********************************************************************
 DF1959  DESIGNATION -  CELESTE RM 3
 DF1959  PID         -  DF1959
 DF1959  STATE/COUNTY-  GA/WILKES
 DF1959  USGS QUAD   -  CELESTE (1971)
 DF1959
 DF1959                         *CURRENT SURVEY CONTROL
 DF1959  ___________________________________________________________________
 DF1959* NAD 83(1994)-  33 45 40.01780(N)    082 52 21.46283(W)     ADJUSTED  
 DF1959* NAVD 88     -       209.0    (meters)     686.     (feet)  VERTCON   
 DF1959  ___________________________________________________________________
 DF1959  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DF1959  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DF1959
 DF1959  HORZ ORDER  -  FIRST
 DF1959
 DF1959.The horizontal coordinates were established by classical geodetic methods
 DF1959.and adjusted by the National Geodetic Survey in September 1997..
 DF1959
 DF1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1959
 DF1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1959
 DF1959.The geoid height was determined by GEOID03.
 DF1959
 DF1959;                    North         East     Units Scale Factor Converg.
 DF1959;SPC GA E     -   417,233.180   134,603.763   MT  0.99995271   -0 23 32.4
 DF1959;SPC GA E     - 1,368,872.52    441,612.51   sFT  0.99995271   -0 23 32.4
 DF1959;UTM  17      - 3,737,244.858   326,572.331   MT  0.99997080   -1 02 27.4
 DF1959
 DF1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1959!SPC GA E     -   0.99997171  x   0.99995271  =   0.99992442
 DF1959!UTM  17      -   0.99997171  x   0.99997080  =   0.99994251
 DF1959
 DF1959:                Primary Azimuth Mark                     Grid Az
 DF1959:SPC GA E     -  SAXON                                    057 02 10.9
 DF1959:UTM  17      -  SAXON                                    057 41 05.9
 DF1959
 DF1959|---------------------------------------------------------------------|
 DF1959| PID    Reference Object                     Distance      Geod. Az  |
 DF1959|                                                           dddmmss.s |
 DF1959| DF1952 SAXON                               APPROX. 8.1 KM 0563838.5 |
 DF1959| DF1958 CELESTE AZ MK 2                     233.450 METERS 06716     |
 DF1959| DF1957 CELESTE AZ MK 2 PTA                 243.504 METERS 06913     |
 DF1959| DF1835 WASHINGTON GA FORESTRY MAST         APPROX.12.0 KM 0883716.1 |
 DF1959| DF1888 WASHINGTON MUN SPIPE                APPROX.13.1 KM 1010754.4 |
 DF1959| DF1898 WASHINGTON S MUN TANK               APPROX.12.0 KM 1161844.5 |
 DF1959| DF1945 CELESTE                              31.942 METERS 18303     |
 DF1959| DF3001 CELESTE RM 2                         56.102 METERS 20544     |
 DF1959|---------------------------------------------------------------------|
 DF1959
 DF1959                          SUPERSEDED SURVEY CONTROL
 DF1959
 DF1959  NAD 83(1986)-  33 45 40.02417(N)    082 52 21.46095(W) AD(       ) 1
 DF1959  NAD 27      -  33 45 39.57228(N)    082 52 21.92695(W) AD(       ) 1
 DF1959  NGVD 29 (07/19/86)  209.1    (m)          686.     (f) VERT ANG       
 DF1959
 DF1959.Superseded values are not recommended for survey control.
 DF1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1959.See file dsdata.txt to determine how the superseded data were derived.
 DF1959
 DF1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2657237245(NAD 83)
 DF1959_MARKER: DR = REFERENCE MARK DISK
 DF1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1959
 DF1959  HISTORY     - Date     Condition        Report By
 DF1959  HISTORY     - 1976     MONUMENTED       NGS
 DF1959
 DF1959                          STATION DESCRIPTION
 DF1959
 DF1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1959'THE STATION IS LOCATED 2-3/4 MILES SOUTH-SOUTHEAST OF RAYLE,
 DF1959'7-1/4 MILES EAST-NORTHEAST OF PHILOMATH, 8 MILES WEST OF WASHINGTON
 DF1959'AND ON PROPERTY OWNED BY MR. SAM GRANADA JR. (PHONE NO. 274-3338)
 DF1959'WHO LIVES IN THE FIRST HOUSE NORTH OF THE STATION.
 DF1959'
 DF1959'TO REACH THE STATION FROM THE POST OFFICE IN RAYLE, GO EAST ON
 DF1959'U.S. HIGHWAY 78 AND STATE HIGHWAY 10 FOR 0.8 MILE TO A GRAVEL SIDE
 DF1959'ROAD RIGHT (COUNTY ROUTE 64).  TURN RIGHT AND GO SOUTH ON GRAVEL
 DF1959'ROAD FOR 1.4 MILES TO THE BEGINNING OF PAVEMENT.  CONTINUE SOUTH
 DF1959'ON PAVED ROAD FOR 0.7 MILE TO A REVERSE FORK ON THE RIGHT AND THE
 DF1959'AZIMUTH MARK.  TURN SHARP RIGHT AND GO WESTERLY ON A GRAVEL
 DF1959'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DF1959'
 DF1959'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED CELESTE
 DF1959'1935 NO 3 1955.  IT IS A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1959'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 124 FEET
 DF1959'EAST-SOUTHEAST OF A UTILITY POLE, 61 FEET NORTH-NORTHEAST OF THE
 DF1959'EAST GATE POST OF A FIELD ENTRANCE, 45.6 FEET NORTHWEST OF THE
 DF1959'CENTER OF THE GRAVEL ROAD, AND 25.8 FEET NORTHWEST OF A WITNESS
 DF1959'POST AND FENCE.
 DF1959'
 DF1959'CELESTE 1935, A STANDARD DISK STAMPED CELESTE 1935, IS SET IN THE
 DF1959'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 DF1959'BELOW THE GROUND SURFACE.  IT IS 31 FEET SOUTHEAST OF THE CENTER OF
 DF1959'THE GRAVEL ROAD, 14 FEET SOUTHEAST OF A WITNESS POST AND
 DF1959'FENCE, 13 FEET SOUTHWEST OF THE WEST GATE POST OF A FIELD
 DF1959'ENTRANCE AND 10 FEET NORTH OF A UTILITY POLE.  THE 1935 DATA
 DF1959'STATES THERE IS AN UNDERGROUND DISK SET IN THE TOP OF AN
 DF1959'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DF1959'SURFACE.
 DF1959'
 DF1959'REFERENCE MARK 2, A STANDARD DISK STAMPED CELESTE NO 2 1935, IS
 DF1959'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF1959'IS FLUSH WITH THE GROUND SURFACE.  IT IS 91.6 FEET SOUTHWEST OF A
 DF1959'UTILITY POLE, 19 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD
 DF1959'AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 DF1959'
 DF1959'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CELESTE 1935
 DF1959'AZ 2 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF1959'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET
 DF1959'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY ROUTE 64
 DF1959'AND THE GRAVEL ROAD, 50 FEET NORTH OF THE CENTER OF THE GRAVEL
 DF1959'ROAD, 45 FEET SOUTH-SOUTHWEST OF THE CENTER OF COUNTY ROUTE 64 AND
 DF1959'4.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST AND FENCE.
 DF1959'
 DF1959'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2839 ***********************************************************************
 CL2839  DESIGNATION -  CEM
 CL2839  PID         -  CL2839
 CL2839  STATE/COUNTY-  GA/MONTGOMERY
 CL2839  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2839
 CL2839                         *CURRENT SURVEY CONTROL
 CL2839  ___________________________________________________________________
 CL2839* NAD 83(1994)-  32 15 14.90584(N)    082 36 25.96344(W)     ADJUSTED  
 CL2839* NAVD 88     -        71.1    (meters)     233.     (feet)  VERTCON   
 CL2839  ___________________________________________________________________
 CL2839  X           -     694,707.321 (meters)                     COMP
 CL2839  Y           -  -5,354,226.726 (meters)                     COMP
 CL2839  Z           -   3,384,320.213 (meters)                     COMP
 CL2839  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CL2839  ELLIP HEIGHT-          42.72  (meters)          (09/03/97) GPS OBS
 CL2839  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CL2839
 CL2839  HORZ ORDER  -  FIRST
 CL2839  ELLP ORDER  -  FOURTH    CLASS II
 CL2839
 CL2839.The horizontal coordinates were established by GPS observations
 CL2839.and adjusted by the National Geodetic Survey in September 1997..
 CL2839
 CL2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2839
 CL2839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2839
 CL2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2839
 CL2839.The ellipsoidal height was determined by GPS observations
 CL2839.and is referenced to NAD 83.
 CL2839
 CL2839.The geoid height was determined by GEOID03.
 CL2839
 CL2839;                    North         East     Units Scale Factor Converg.
 CL2839;SPC GA E     -   249,980.607   158,490.688   MT  0.99992124   -0 14 06.4
 CL2839;SPC GA E     -   820,144.71    519,981.53   sFT  0.99992124   -0 14 06.4
 CL2839;UTM  17      - 3,569,739.231   348,601.847   MT  0.99988267   -0 51 28.4
 CL2839
 CL2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2839!SPC GA E     -   0.99999329  x   0.99992124  =   0.99991453
 CL2839!UTM  17      -   0.99999329  x   0.99988267  =   0.99987596
 CL2839
 CL2839                          SUPERSEDED SURVEY CONTROL
 CL2839
 CL2839  NAD 83(1986)-  32 15 14.91013(N)    082 36 25.96329(W) AD(       ) 1
 CL2839  NGVD 29 (12/08/88)   71.3    (m)          234.     (f) GPS OBS        
 CL2839
 CL2839.Superseded values are not recommended for survey control.
 CL2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2839.See file dsdata.txt to determine how the superseded data were derived.
 CL2839
 CL2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4860269739(NAD 83)
 CL2839_MARKER: DD = SURVEY DISK
 CL2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2839+STABILITY: SURFACE MOTION
 CL2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2839+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1986
 CL2839
 CL2839  HISTORY     - Date     Condition        Report By
 CL2839  HISTORY     - 1985     MONUMENTED       GADT
 CL2839  HISTORY     - 19861203 GOOD
 CL2839
 CL2839                          STATION DESCRIPTION
 CL2839
 CL2839'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2839'THE STATION IS LOCATED ON THE WEST SIDE OF STATE ROUTE 199 0.4 KM
 CL2839'(0.25 MI) NORTHWEST OF THE JUNCTION WITH U.S. HIGHWAY 227
 CL2839'APPROXIMATELY 8.0 KM (5.0 MI) NORTH OF MOUNT VERNON.
 CL2839'OWNERSHIP--STATE RIGHT OF WAY.
 CL2839'
 CL2839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280 AND 221
 CL2839'IN MOUNT VERNON, GO NORTH FOR 6.0 KM (3.75 MI) ON U.S. HIGHWAY 221
 CL2839'TO A BRIDGE OVER BEAR CREEK.
 CL2839'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 2.4 KM (1.5 MI) ON THE
 CL2839'U.S. HIGHWAY TO A Y JUNCTION WITH STATE ROUTE 199 ON THE LEFT.
 CL2839'TURN LEFT ONTO STATE HIGHWAY 199 FOR 0.4 KM (0.25 MI) TO THE
 CL2839'STATION ON THE LEFT SOUTH OF A FIELD ROAD LEADING TO A TOBACCO BARN
 CL2839'AND ABOUT 2 METERS ABOVE THE HIGHWAY.
 CL2839'
 CL2839'THE STATION IS A STANDARD GADT DISK
 CL2839'STAMPED---CEM 1985---,
 CL2839'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2839'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2839'13.7 METERS (45.0 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CL2839'10.87 METERS (35.7 FT) SOUTHEAST FROM THE SAND ROAD,
 CL2839'9.77 METERS (32.0 FT) SOUTH-SOUTHEAST FROM THE EAST SIDE OF A
 CL2839'PIPE CULVERT,
 CL2839'3.0 METERS (9.8 FT) NORTHWEST FROM A POWER POLE WITH TRANSFORMER
 CL2839'AND TELEPHONE BOX AND
 CL2839'1.2 METERS (3.9 FT) NORTHEAST FROM A WITNESS POST.
 CL2839'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2839'STAMPED---CEM 1985---,
 CL2839'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2839'
 CL2839'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2839'STAMPED---CEM 1985 AZ MK---,
 CL2839'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2839'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2839'13.40 METERS (43.9 FT) NORTHEAST FROM A 40 CM PECAN TREE,
 CL2839'12.85 METERS (42.2 FT) NORTHWEST FROM A PIPE CULVERT UNDER A DRIVE,
 CL2839'11.84 METERS (39.9 FT) SOUTHWEST FROM THE CENTER OF THE HIGHWAY,
 CL2839'3.54 METERS (11.6 FT) SOUTHEAST FROM A POWER POLE WITH TRANSFORMER
 CL2839'AND
 CL2839'0.9 METERS (2.9 FT) NORTHEAST FROM A WITNESS POST.
 CL2839'TO REACH THE AZIMUTH FROM THE STATION,
 CL2839'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 CL2839'0.56 KM (0.35 MI) ON STATE ROUTE 199 TO THE STATION ON THE LEFT AT
 CL2839'HOUSE TRAILER NEAR THE LAST POWER POLE ON THE HIGHWAY.
 CL2839'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2839'STAMPED---CEM 1985 AZ MK---,
 CL2839'SET INTO AN IRREGULAR MASS OF CONCRETE 0.65 METERS BELOW THE SURFACE.
 CL2839'
 CL2839'DESCRIBED BY B. PUTZIGER.
 CL2839
 CL2839                          STATION RECOVERY (1986)
 CL2839
 CL2839'RECOVERED 1986
 CL2839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2966 ***********************************************************************
 CL2966  DESIGNATION -  CEM AZ MK
 CL2966  PID         -  CL2966
 CL2966  STATE/COUNTY-  GA/MONTGOMERY
 CL2966  USGS QUAD   -  SOPERTON SOUTH (1971)
 CL2966
 CL2966                         *CURRENT SURVEY CONTROL
 CL2966  ___________________________________________________________________
 CL2966* NAD 83(1994)-  32 15 29.31769(N)    082 36 39.28338(W)     ADJUSTED  
 CL2966* NAVD 88     -        58.     (meters)     190.     (feet)  VERTCON   
 CL2966  ___________________________________________________________________
 CL2966  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CL2966  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CL2966
 CL2966  HORZ ORDER  -  SECOND
 CL2966
 CL2966.The horizontal coordinates were established by classical geodetic methods
 CL2966.and adjusted by the National Geodetic Survey in September 1997..
 CL2966.No horizontal observational check was made to the station.
 CL2966
 CL2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2966
 CL2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2966
 CL2966.The geoid height was determined by GEOID03.
 CL2966
 CL2966;                    North         East     Units Scale Factor Converg.
 CL2966;SPC GA E     -   250,425.935   158,143.900   MT  0.99992160   -0 14 13.6
 CL2966;SPC GA E     -   821,605.76    518,843.78   sFT  0.99992160   -0 14 13.6
 CL2966;UTM  17      - 3,570,188.285   348,259.934   MT  0.99988395   -0 51 35.9
 CL2966
 CL2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2966!SPC GA E     -   0.99999541  x   0.99992160  =   0.99991701
 CL2966!UTM  17      -   0.99999541  x   0.99988395  =   0.99987936
 CL2966
 CL2966                          SUPERSEDED SURVEY CONTROL
 CL2966
 CL2966  NAD 83(1986)-  32 15 29.32222(N)    082 36 39.28289(W) AD(       ) 2
 CL2966  NGVD 29 (06/19/89)   58.     (m)          190.     (f) VERT ANG       
 CL2966
 CL2966.Superseded values are not recommended for survey control.
 CL2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2966.See file dsdata.txt to determine how the superseded data were derived.
 CL2966
 CL2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR4826070188(NAD 83)
 CL2966_MARKER: DD = SURVEY DISK
 CL2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2966+STABILITY: SURFACE MOTION
 CL2966
 CL2966  HISTORY     - Date     Condition        Report By
 CL2966  HISTORY     - 1985     MONUMENTED       GADT
 CL2966
 CL2966                          STATION DESCRIPTION
 CL2966
 CL2966'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2966'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 CL2966'NORTH OF MOUNT VERNON AND
 CL2966'8.8 KM (5.5 MI) SOUTHWEST OF TARRYTOWN.
 CL2966'OWNERSHIP--STATE RIGHT OF WAY.
 CL2966'
 CL2966'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 221 AND 280
 CL2966'IN MOUNT VERNON, GO NORTH ON U.S. HIGHWAY 221 FOR 6.0 KM (3.75 MI)
 CL2966'TO A BRIDGE OVER BEAR CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO
 CL2966'A Y JUNCTION WITH STATE ROUTE 199 ON THE LEFT.  TURN LEFT FOR
 CL2966'1.0 KM (0.6 MI) TO THE STATION ON THE LEFT AT THE LAST POWER POLE
 CL2966'THE HIGHWAY IN THE FRONT OF A HOUSE TRAILER.
 CL2966'
 CL2966'THE STATION IS A STANDARD GADT DISK
 CL2966'STAMPED---CEM 1985 AZ MK---,
 CL2966'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2966'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2966'13.40 METERS (43.9 FT) NORTHEAST FROM A 0.4 METER PECAN TREE,
 CL2966'12.85 METERS (42.2 FT) NORTHWEST FROM A PIPE CULVERT UNDER A
 CL2966'DRIVEWAY TO THE TRAILER,
 CL2966'11.85 METERS (39.9 FT) SOUTHWEST FROM THE CENTER OF ROUTE 199,
 CL2966'3.54 METERS (11.6 FT) SOUTHEAST FROM A POWER POLE WITH TRANSFORMER
 CL2966'AND
 CL2966'0.90 METERS (2.9 FT) NORTHEAST FROM A METAL WITNESS POST.
 CL2966'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2966'STAMPED---CEM 1985 AZ MK---,
 CL2966'SET INTO AN IRREGULAR MASS OF CONCRETE 0.65 METERS BELOW THE SURFACE.
 CL2966'
 CL2966'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2966'
 CL2966'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2636 ***********************************************************************
 DF2636  DESIGNATION -  CENTENNIAL
 DF2636  PID         -  DF2636
 DF2636  STATE/COUNTY-  GA/MORGAN
 DF2636  USGS QUAD   -  RUTLEDGE SOUTH (1981)
 DF2636
 DF2636                         *CURRENT SURVEY CONTROL
 DF2636  ___________________________________________________________________
 DF2636* NAD 83(1994)-  33 35 03.47864(N)    083 36 30.51432(W)     ADJUSTED  
 DF2636* NAVD 88     -       236.9    (meters)     777.     (feet)  VERTCON   
 DF2636  ___________________________________________________________________
 DF2636  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DF2636  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF2636
 DF2636  HORZ ORDER  -  FIRST
 DF2636
 DF2636.The horizontal coordinates were established by classical geodetic methods
 DF2636.and adjusted by the National Geodetic Survey in September 1997..
 DF2636
 DF2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2636
 DF2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2636
 DF2636.The geoid height was determined by GEOID03.
 DF2636
 DF2636;                    North         East     Units Scale Factor Converg.
 DF2636;SPC GA W     -   397,538.995   751,813.285   MT  0.99993309   +0 18 31.6
 DF2636;SPC GA W     - 1,304,259.19  2,466,574.09   sFT  0.99993309   +0 18 31.6
 DF2636;UTM  17      - 3,719,115.079   257,913.118   MT  1.00032258   -1 26 37.0
 DF2636
 DF2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2636!SPC GA W     -   0.99996728  x   0.99993309  =   0.99990037
 DF2636!UTM  17      -   0.99996728  x   1.00032258  =   1.00028985
 DF2636
 DF2636|---------------------------------------------------------------------|
 DF2636| PID    Reference Object                     Distance      Geod. Az  |
 DF2636|                                                           dddmmss.s |
 DF2636| CY8150 CENTENNIAL RM 1                      27.747 METERS 06536     |
 DF2636| CY8151 CENTENNIAL RM 2                      25.614 METERS 13128     |
 DF2636| CY8152 CENTENNIAL RM 3                                    1475616.5 |
 DF2636|---------------------------------------------------------------------|
 DF2636
 DF2636                          SUPERSEDED SURVEY CONTROL
 DF2636
 DF2636  NAD 83(1986)-  33 35 03.48493(N)    083 36 30.51341(W) AD(       ) 1
 DF2636  NAD 27      -  33 35 03.04256(N)    083 36 30.89139(W) AD(       ) 1
 DF2636  NGVD 29 (07/19/86)  236.9    (m)          777.     (f) VERT ANG       
 DF2636
 DF2636.Superseded values are not recommended for survey control.
 DF2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2636.See file dsdata.txt to determine how the superseded data were derived.
 DF2636
 DF2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5791319115(NAD 83)
 DF2636_MARKER: DS = TRIANGULATION STATION DISK
 DF2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF2636+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 DF2636
 DF2636  HISTORY     - Date     Condition        Report By
 DF2636  HISTORY     - 1975     MONUMENTED       NGS
 DF2636  HISTORY     - 20060217 GOOD             STRSMA
 DF2636
 DF2636                          STATION DESCRIPTION
 DF2636
 DF2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2636'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MADISON, 8 MILES
 DF2636'SOUTHEAST OF SOCIAL CIRCLE, 3 MILES SOUTH OF RUTLEDGE, 0.2 MILE
 DF2636'SOUTH OF INTERSTATE HIGHWAY 20 AND ON GEORGIA STATE FORESTRY
 DF2636'SERVICE PROPERTY.
 DF2636'
 DF2636'TO REACH FROM THE INTERSTATE HIGHWAY 20 RUTLEDGE-NEWBORN EXIT,
 DF2636'ABOUT 2.5 MILES SOUTH-SOUTHWEST OF RUTLEDGE, GO SOUTH ON A PAVED
 DF2636'ROAD FOR 0.8 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST
 DF2636'FOR 1.6 MILES TO A PAVED ROAD RIGHT AT THE CENTENNIAL BAPTIST
 DF2636'CHURCH.  TURN RIGHT AND GO SOUTHEAST FOR 0.3 MILE TO A DIRT ROAD
 DF2636'LEFT.  (TO REACH REFERENCE MARK 3, CONTINUE SOUTHEAST FOR 0.3
 DF2636'MILE TO THE MARK ON THE LEFT.) TURN LEFT AND GO NORTH FOR 0.1
 DF2636'MILE TO THE CENTENNIAL LOOKOUT TOWER AND THE STATION AS
 DF2636'DESCRIBED.
 DF2636'
 DF2636'THE STATION MARKS ARE STANDARD DISKS STAMPED CENTENNIAL 1975.  THE
 DF2636'SURFACE DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 DF2636'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 51.5 FEET WEST OF
 DF2636'A UTILITY POLE, 35 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND
 DF2636'18.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
 DF2636'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2636'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 DF2636'
 DF2636'REFERENCE MARK 1, A STANDARD DISK STAMPED CENTENNIAL NO 1 1975,
 DF2636'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2636'WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH-NORTHEAST OF THE
 DF2636'UTILITY POLE, 34 FEET NORTH-NORTHEAST OF THE CENTER OF THE DIRT
 DF2636'ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 DF2636'
 DF2636'REFERENCE MARK 2, A STANDARD DISK STAMPED CENTENNIAL NO 2 1975,
 DF2636'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2636'WITH THE GROUND SURFACE.  IT IS 54.5 FEET SOUTH OF A UTILITY
 DF2636'POLE, 17 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 1.2 FEET
 DF2636'NORTHEAST OF A METAL WITNESS POST.
 DF2636'
 DF2636'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ CENTENNIAL NO 3
 DF2636'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2636'MONUMENT WHICH PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS
 DF2636'92 FEET EAST-NORTHEAST OF THE CENTER OF THE PAVED ROAD, 31 FEET
 DF2636'WEST-NORTHWEST OF THE CENTER OF A DIRT ROAD, 7 FEET NORTHEAST OF
 DF2636'A UTILITY POLE WITH TRANSFORMER AND 2.5 FEET NORTHEAST OF A
 DF2636'METAL WITNESS POST.
 DF2636'
 DF2636'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 DF2636
 DF2636                          STATION RECOVERY (2006)
 DF2636
 DF2636'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 DF2636'CENTENNIAL LOOKOUT TOWER IS GONE ONLY BASES OF LEG REMAIN. IN A GROUP
 DF2636'OF PINE TREE IN FIELD. BEST FOUND WITH HANDHELD GPS AS GUIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2637 ***********************************************************************
 DF2637  DESIGNATION -  CENTENNIAL LOT
 DF2637  PID         -  DF2637
 DF2637  STATE/COUNTY-  GA/MORGAN
 DF2637  USGS QUAD   -  RUTLEDGE SOUTH (1981)
 DF2637
 DF2637                         *CURRENT SURVEY CONTROL
 DF2637  ___________________________________________________________________
 DF2637* NAD 83(1994)-  33 35 03.69830(N)    083 36 30.76395(W)     ADJUSTED  
 DF2637* NAVD 88     -                                                        
 DF2637  ___________________________________________________________________
 DF2637  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DF2637  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF2637
 DF2637  HORZ ORDER  -  THIRD
 DF2637
 DF2637.The horizontal coordinates were established by classical geodetic methods
 DF2637.and adjusted by the National Geodetic Survey in September 1997..
 DF2637
 DF2637
 DF2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2637
 DF2637.The geoid height was determined by GEOID03.
 DF2637
 DF2637;                    North         East     Units Scale Factor Converg.
 DF2637;SPC GA W     -   397,545.728   751,806.812   MT  0.99993308   +0 18 31.5
 DF2637;SPC GA W     - 1,304,281.28  2,466,552.85   sFT  0.99993308   +0 18 31.5
 DF2637;UTM  17      - 3,719,122.009   257,906.852   MT  1.00032262   -1 26 37.2
 DF2637
 DF2637                          SUPERSEDED SURVEY CONTROL
 DF2637
 DF2637  NAD 83(1986)-  33 35 03.70436(N)    083 36 30.76333(W) AD(       ) 4
 DF2637  NAD 27      -  33 35 03.26208(N)    083 36 31.14085(W) AD(       ) 3
 DF2637
 DF2637.Superseded values are not recommended for survey control.
 DF2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2637.See file dsdata.txt to determine how the superseded data were derived.
 DF2637
 DF2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5790719122(NAD 83)
 DF2637_MARKER: 57 = LOOKOUT TOWER
 DF2637
 DF2637  HISTORY     - Date     Condition        Report By
 DF2637  HISTORY     - 1975     FIRST OBSERVED   NGS
 DF2637
 DF2637                          STATION DESCRIPTION
 DF2637
 DF2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 DF2637'THE STATION IS THE APEX OF THE OBSERVATION CABIN OF THE
 DF2637'CENTENNIAL GEORGIA STATE FOREST SERVICE FIRE LOOKOUT TOWER.  IT
 DF2637'IS A STANDARD FIRE OBSERVATION CABIN ATOP A FOUR-LEGGED, SKELETON
 DF2637'STEEL TOWER, GRAY IN COLOR AND APPROXIMATELY 90 FEET HIGH.
 DF2637'
 DF2637'LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF MADISON, 8 MILES
 DF2637'SOUTHEAST OF SOCIAL CIRCLE, 0.2 MILE SOUTH OF INTERSTATE HIGHWAY
 DF2637'20, AND AT THE SITE OF TRIANGULATION STATION CENTENNIAL.
 DF2637'
 DF2637'THE TAPED DISTANCE FROM CENTENNIAL LOT TO TRIANGULATION STATION
 DF2637'CENTENNIAL = 9.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1965 ***********************************************************************
 DF1965  DESIGNATION -  CENTER
 DF1965  PID         -  DF1965
 DF1965  STATE/COUNTY-  GA/WILKES
 DF1965  USGS QUAD   -  RAYLE (1971)
 DF1965
 DF1965                         *CURRENT SURVEY CONTROL
 DF1965  ___________________________________________________________________
 DF1965* NAD 83(1994)-  33 49 30.28091(N)    082 56 15.62505(W)     ADJUSTED  
 DF1965* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 DF1965  ___________________________________________________________________
 DF1965  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DF1965  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DF1965
 DF1965  HORZ ORDER  -  FIRST
 DF1965
 DF1965.The horizontal coordinates were established by classical geodetic methods
 DF1965.and adjusted by the National Geodetic Survey in September 1997..
 DF1965
 DF1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1965
 DF1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1965
 DF1965.The geoid height was determined by GEOID03.
 DF1965
 DF1965;                    North         East     Units Scale Factor Converg.
 DF1965;SPC GA E     -   424,370.456   128,631.329   MT  0.99996277   -0 25 45.1
 DF1965;SPC GA E     - 1,392,288.74    422,017.95   sFT  0.99996277   -0 25 45.1
 DF1965;UTM  17      - 3,744,449.528   320,680.990   MT  0.99999641   -1 04 44.1
 DF1965
 DF1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1965!SPC GA E     -   0.99997417  x   0.99996277  =   0.99993694
 DF1965!UTM  17      -   0.99997417  x   0.99999641  =   0.99997058
 DF1965
 DF1965|---------------------------------------------------------------------|
 DF1965| PID    Reference Object                     Distance      Geod. Az  |
 DF1965|                                                           dddmmss.s |
 DF1965| DF3002 CENTER RM 1                          23.745 METERS 06135     |
 DF1965| DF1963 CENTER 1976 AZ MK PTA               463.240 METERS 1740133.0 |
 DF1965| DF1964 CENTER 1976 AZ MK                   453.580 METERS 1751517.9 |
 DF1965| DF3003 CENTER RM 2                          24.173 METERS 27258     |
 DF1965|---------------------------------------------------------------------|
 DF1965
 DF1965                          SUPERSEDED SURVEY CONTROL
 DF1965
 DF1965  NAD 83(1986)-  33 49 30.28769(N)    082 56 15.62362(W) AD(       ) 1
 DF1965  NAD 27      -  33 49 29.85179(N)    082 56 16.08498(W) AD(       ) 1
 DF1965  NGVD 29 (07/19/86)  193.5    (m)          635.     (f) VERT ANG       
 DF1965
 DF1965.Superseded values are not recommended for survey control.
 DF1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1965.See file dsdata.txt to determine how the superseded data were derived.
 DF1965
 DF1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2068144450(NAD 83)
 DF1965_MARKER: DS = TRIANGULATION STATION DISK
 DF1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1965
 DF1965  HISTORY     - Date     Condition        Report By
 DF1965  HISTORY     - 1976     MONUMENTED       NGS
 DF1965
 DF1965                          STATION DESCRIPTION
 DF1965
 DF1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1965'THE STATION IS LOCATED ABOUT 13 MILES WEST-NORTHWEST OF WASHINGTON,
 DF1965'10-1/2 MILES EAST-SOUTHEAST OF LEXINGTON, 3 MILES NORTHWEST OF
 DF1965'RAYLE AND ON PROPERTY OWNED BY MR. C. C. AMASON OF LINCOLNTON,
 DF1965'WHOSE TELEPHONE NUMBER IS 359-4664.
 DF1965'
 DF1965'TO REACH THE STATION FROM THE POST OFFICE IN RAYLE, GO WESTERLY
 DF1965'ON U.S. HIGHWAY 78 AND STATE HIGHWAY 10 FOR 1.6 MILES TO A
 DF1965'CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON COUNTY ROUTE 92164 FOR
 DF1965'1.0 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD, NORTHERLY, ON THE
 DF1965'ROAD FOR 0.7 MILE TO A DRIVEWAY AND THE AZIMUTH MARK ON THE
 DF1965'LEFT.  CONTINUE AHEAD, NORTHERLY, ON THE ROAD FOR 0.2 MILE TO A
 DF1965'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY AND
 DF1965'NORTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF A HILL AND
 DF1965'THE STATION.
 DF1965'
 DF1965'STATION MARKS ARE STANDARD DISKS STAMPED CENTER 1976.  THE SURFACE
 DF1965'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1965'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET
 DF1965'EAST OF A METAL WITNESS POST, 79 FEET WEST-SOUTHWEST OF A METAL
 DF1965'WITNESS POST, 25 FEET SOUTHEAST OF A 4-INCH PINE TREE AND 4.7
 DF1965'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 DF1965'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 DF1965'GROUND SURFACE.
 DF1965'
 DF1965'REFERENCE MARK 1, A STANDARD DISK STAMPED CENTER NO 1 1976, IS
 DF1965'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1965'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET
 DF1965'EAST-NORTHEAST OF THE METAL WITNESS POST, 16.5 FEET WEST OF A
 DF1965'6-INCH PINE TREE AND 1.6 FEET NORTHWEST OF THE METAL WITNESS
 DF1965'POST.
 DF1965'
 DF1965'REFERENCE MARK 2, A STANDARD DISK STAMPED CENTER NO 2 1976, IS
 DF1965'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1965'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET WEST
 DF1965'OF THE METAL WITNESS POST, 16 FEET SOUTH-SOUTHWEST OF A 6-INCH
 DF1965'PINE TREE AND 2 FEET EAST-NORTHEAST OF THE METAL WITNESS POST.
 DF1965'
 DF1965'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CENTER
 DF1965'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF1965'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DF1965'50 FEET WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 40 FEET SOUTH
 DF1965'OF THE CENTER OF A DRIVEWAY, 2.3 FEET EAST-NORTHEAST OF A WIRE
 DF1965'FENCE AND 1.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 DF1965'
 DF1965'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1726 ***********************************************************************
 ED1726  DESIGNATION -  CENTER
 ED1726  PID         -  ED1726
 ED1726  STATE/COUNTY-  GA/JACKSON
 ED1726  USGS QUAD   -  PENDERGRASS (1964)
 ED1726
 ED1726                         *CURRENT SURVEY CONTROL
 ED1726  ___________________________________________________________________
 ED1726* NAD 83(1994)-  34 12 47.27873(N)    083 38 43.11058(W)     ADJUSTED  
 ED1726* NAVD 88     -       302.6    (meters)     993.     (feet)  VERTCON   
 ED1726  ___________________________________________________________________
 ED1726  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 ED1726  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 ED1726
 ED1726  HORZ ORDER  -  FIRST
 ED1726
 ED1726.The horizontal coordinates were established by classical geodetic methods
 ED1726.and adjusted by the National Geodetic Survey in September 1997..
 ED1726
 ED1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1726
 ED1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1726
 ED1726.The geoid height was determined by GEOID03.
 ED1726
 ED1726;                    North         East     Units Scale Factor Converg.
 ED1726;SPC GA W     -   467,265.853   748,040.377   MT  0.99992844   +0 17 35.3
 ED1726;SPC GA W     - 1,533,021.39  2,454,195.80   sFT  0.99992844   +0 17 35.3
 ED1726;UTM  17      - 3,788,952.806   256,291.210   MT  1.00033219   -1 29 17.2
 ED1726
 ED1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1726!SPC GA W     -   0.99995717  x   0.99992844  =   0.99988561
 ED1726!UTM  17      -   0.99995717  x   1.00033219  =   1.00028934
 ED1726
 ED1726:                Primary Azimuth Mark                     Grid Az
 ED1726:SPC GA W     -  CENTER AZ MK                             117 03 23.7
 ED1726:UTM  17      -  CENTER AZ MK                             118 50 16.2
 ED1726
 ED1726|---------------------------------------------------------------------|
 ED1726| PID    Reference Object                     Distance      Geod. Az  |
 ED1726|                                                           dddmmss.s |
 ED1726| CZ4744 CENTER AZ MK                                       1172059.0 |
 ED1726| CZ4745 CENTER RM 1                          26.755 METERS 11830     |
 ED1726| CZ4746 CENTER RM 2                          22.473 METERS 27953     |
 ED1726|---------------------------------------------------------------------|
 ED1726
 ED1726                          SUPERSEDED SURVEY CONTROL
 ED1726
 ED1726  NAD 83(1986)-  34 12 47.28556(N)    083 38 43.11082(W) AD(       ) 1
 ED1726  NAD 27      -  34 12 46.90187(N)    083 38 43.50628(W) AD(       ) 1
 ED1726  NGVD 29 (07/19/86)  302.6    (m)          993.     (f) VERT ANG       
 ED1726
 ED1726.Superseded values are not recommended for survey control.
 ED1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1726.See file dsdata.txt to determine how the superseded data were derived.
 ED1726
 ED1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT5629188953(NAD 83)
 ED1726_MARKER: DS = TRIANGULATION STATION DISK
 ED1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1726
 ED1726  HISTORY     - Date     Condition        Report By
 ED1726  HISTORY     - 1975     MONUMENTED       NGS
 ED1726
 ED1726                          STATION DESCRIPTION
 ED1726
 ED1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1726'NO MEASUREMENT BETWEEN RMS DUE TO TERRAIN.
 ED1726'
 ED1726'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF GILLSVILLE, 5.5
 ED1726'MILES SOUTHWEST OF MAYSVILLE AND 4 MILES NORTHEAST OF
 ED1726'PENDERGRASS.  IT IS ON ROAD RIGHT-OF-WAY.
 ED1726'
 ED1726'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85
 ED1726'AND STATE HIGHWAY 82, WHICH IS ABOUT 5 MILES EAST-NORTHEAST OF
 ED1726'PENDERGRASS, GO NORTHWESTERLY ON HIGHWAY 82 FOR 3.4 MILES TO A
 ED1726'SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND
 ED1726'GO NORTHWESTERLY ON STATE HIGHWAY 346 FOR 0.4 MILE TO THE STATION
 ED1726'ON THE RIGHT.
 ED1726'
 ED1726'THE STATION MARKS ARE STANDARD DISKS STAMPED CENTER 1975.  THE
 ED1726'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1726'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 ED1726'NORTH OF THE CENTER OF THE HIGHWAY, 27 FEET NORTH-NORTHWEST OF A
 ED1726'14-INCH OAK TREE AND 14 FEET EAST OF A 6-INCH PINE TREE.  THE
 ED1726'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 ED1726'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ED1726'
 ED1726'REFERENCE MARK 1, A STANDARD DISK STAMPED CENTER NO 1 1975, IS
 ED1726'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1726'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET NORTH
 ED1726'OF THE CENTER OF THE HIGHWAY, 6 FEET SOUTH OF A WOODS LINE AND
 ED1726'1.8 FEET NORTHWEST OF A METAL WITNESS POST.
 ED1726'
 ED1726'REFERENCE MARK 2, A STANDARD DISK STAMPED CENTER NO 2 1975, IS
 ED1726'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1726'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 ED1726'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 13 FEET SOUTH-SOUTHWEST
 ED1726'OF A 6-INCH PINE TREE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 ED1726'
 ED1726'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CENTER
 ED1726'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1726'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 ED1726'WEST OF THE CENTER OF STATE HIGHWAY 82, 21 FEET SOUTH-SOUTHWEST OF
 ED1726'THE CENTER OF THE HIGHWAY AND 2 FEET EAST OF A METAL WITNESS
 ED1726'POST.
 ED1726'
 ED1726'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2840 ***********************************************************************
 CL2840  DESIGNATION -  CENTER
 CL2840  PID         -  CL2840
 CL2840  STATE/COUNTY-  GA/TOOMBS
 CL2840  USGS QUAD   -  VIDALIA (1985)
 CL2840
 CL2840                         *CURRENT SURVEY CONTROL
 CL2840  ___________________________________________________________________
 CL2840* NAD 83(1994)-  32 07 40.83761(N)    082 23 52.21538(W)     ADJUSTED  
 CL2840* NAVD 88     -        74.8    (meters)     245.     (feet)  VERTCON   
 CL2840  ___________________________________________________________________
 CL2840  X           -     715,254.591 (meters)                     COMP
 CL2840  Y           -  -5,359,040.999 (meters)                     COMP
 CL2840  Z           -   3,372,485.422 (meters)                     COMP
 CL2840  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CL2840  ELLIP HEIGHT-          46.10  (meters)          (09/03/97) GPS OBS
 CL2840  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CL2840
 CL2840  HORZ ORDER  -  FIRST
 CL2840  ELLP ORDER  -  FOURTH    CLASS II
 CL2840
 CL2840.The horizontal coordinates were established by GPS observations
 CL2840.and adjusted by the National Geodetic Survey in September 1997..
 CL2840
 CL2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2840
 CL2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2840
 CL2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2840
 CL2840.The ellipsoidal height was determined by GPS observations
 CL2840.and is referenced to NAD 83.
 CL2840
 CL2840.The geoid height was determined by GEOID03.
 CL2840
 CL2840;                    North         East     Units Scale Factor Converg.
 CL2840;SPC GA E     -   235,933.657   178,188.491   MT  0.99990587   -0 07 22.6
 CL2840;SPC GA E     -   774,059.01    584,606.74   sFT  0.99990587   -0 07 22.6
 CL2840;UTM  17      - 3,555,480.315   368,144.811   MT  0.99981441   -0 44 36.6
 CL2840
 CL2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2840!SPC GA E     -   0.99999276  x   0.99990587  =   0.99989863
 CL2840!UTM  17      -   0.99999276  x   0.99981441  =   0.99980717
 CL2840
 CL2840                          SUPERSEDED SURVEY CONTROL
 CL2840
 CL2840  NAD 83(1986)-  32 07 40.84425(N)    082 23 52.21765(W) AD(       ) 1
 CL2840  NGVD 29 (12/08/88)   75.0    (m)          246.     (f) GPS OBS        
 CL2840
 CL2840.Superseded values are not recommended for survey control.
 CL2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2840.See file dsdata.txt to determine how the superseded data were derived.
 CL2840
 CL2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6814555480(NAD 83)
 CL2840_MARKER: DD = SURVEY DISK
 CL2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2840+STABILITY: SURFACE MOTION
 CL2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2840+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 CL2840
 CL2840  HISTORY     - Date     Condition        Report By
 CL2840  HISTORY     - 1985     MONUMENTED       GADT
 CL2840  HISTORY     - 19870114 GOOD
 CL2840  HISTORY     - 20060926 GOOD             GADT
 CL2840
 CL2840                          STATION DESCRIPTION
 CL2840
 CL2840'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2840'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 CL2840'SOUTH OF VIDALIA,
 CL2840'11.3 KM (7.0 MI) SOUTHWEST OF LYONS AND
 CL2840'16.1 KM (10.0 MI) EAST-SOUTHEAST OF AILEY.
 CL2840'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2840'
 CL2840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2840'LYONS, GO WEST ON U.S. HIGHWAY 280 FOR 0.7 KM (0.45 MI) TO COUNTY
 CL2840'PAVED ROAD 337 ON THE LEFT.  TURN LEFT, SOUTH, FOR 4.1 KM (2.6 MI)
 CL2840'TO THE JORDAN STREAM CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 3.1 KM
 CL2840'(1.9 MI) TO COUNTY PAVED ROAD 115 CROSSING.  CONTINUE AHEAD FOR
 CL2840'3.7 KM (2.3 MI) TO THE CROSSING OF STATE ROUTES 15 AND 29.  CONTINUE
 CL2840'AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT, SOUTHWEST
 CL2840'OF A SMALL FRAME HOUSE, WOOD FRONT AND FALSE BRICK SIDING.
 CL2840'
 CL2840'THE STATION IS A STANDARD GADT DISK
 CL2840'STAMPED---CENTER 1985---,
 CL2840'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2840'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2840'20.4 METERS (67.0 FT) NORTH-NORTHWEST FROM A POWER POLE WITH
 CL2840'TELEPHONE BOX,
 CL2840'16.1 METERS (52.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CL2840'HOUSE,
 CL2840'9.0 METERS (29.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2840'7.9 METERS (25.8 FT) SOUTH FROM A POWER POLE AND
 CL2840'1.33 METERS (4.35 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CL2840'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2840'STAMPED---CENTER 1985---,
 CL2840'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2840'
 CL2840'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2840'STAMPED---CENTER 1985 AZ MK---,
 CL2840'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2840'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2840'27.3 METERS (82.9 FT) SOUTHEAST FROM THE CHIMNEY OF THE HOUSE,
 CL2840'14.6 METERS (47.8 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2840'8.8 METERS (29.0 FT) SOUTHEAST FROM A 1.7 METER OAK TREE AND
 CL2840'6.1 METERS (20.0 FT) SOUTHWEST FROM A METAL WITNESS POST.
 CL2840'TO REACH THE AZIMUTH FROM THE STATION,
 CL2840'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.1 KM (0.7 MI) ON COUNTY
 CL2840'PAVED ROAD 337 TO THE STATION ON THE RIGHT AT A BROWN SHINGLE SIDED
 CL2840'FRAME HOUSE.
 CL2840'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2840'STAMPED---CENTER 1985 AZ MK---,
 CL2840'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2840'
 CL2840'DESCRIBED BY B. PUTZIGER.
 CL2840
 CL2840                          STATION RECOVERY (1987)
 CL2840
 CL2840'RECOVERED 1987
 CL2840'RECOVERED IN GOOD CONDITION.
 CL2840
 CL2840                          STATION RECOVERY (2006)
 CL2840
 CL2840'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CL2840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1964 ***********************************************************************
 DF1964  DESIGNATION -  CENTER 1976 AZ MK
 DF1964  PID         -  DF1964
 DF1964  STATE/COUNTY-  GA/WILKES
 DF1964  USGS QUAD   -  RAYLE (1971)
 DF1964
 DF1964                         *CURRENT SURVEY CONTROL
 DF1964  ___________________________________________________________________
 DF1964* NAD 83(1994)-  33 49 15.60993(N)    082 56 14.16601(W)     ADJUSTED  
 DF1964* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 DF1964  ___________________________________________________________________
 DF1964  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DF1964  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DF1964
 DF1964  HORZ ORDER  -  SECOND
 DF1964
 DF1964.The horizontal coordinates were established by classical geodetic methods
 DF1964.and adjusted by the National Geodetic Survey in September 1997..
 DF1964
 DF1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1964
 DF1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1964
 DF1964.The geoid height was determined by GEOID03.
 DF1964
 DF1964;                    North         East     Units Scale Factor Converg.
 DF1964;SPC GA E     -   423,918.178   128,665.461   MT  0.99996271   -0 25 44.2
 DF1964;SPC GA E     - 1,390,804.89    422,129.93   sFT  0.99996271   -0 25 44.2
 DF1964;UTM  17      - 3,743,996.877   320,709.993   MT  0.99999629   -1 04 42.9
 DF1964
 DF1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1964!SPC GA E     -   0.99997613  x   0.99996271  =   0.99993884
 DF1964!UTM  17      -   0.99997613  x   0.99999629  =   0.99997242
 DF1964
 DF1964|---------------------------------------------------------------------|
 DF1964| PID    Reference Object                     Distance      Geod. Az  |
 DF1964|                                                           dddmmss.s |
 DF1964| DF1963 CENTER 1976 AZ MK PTA                13.784 METERS 12908     |
 DF1964| DF1965 CENTER                              453.580 METERS 3551518.7 |
 DF1964|---------------------------------------------------------------------|
 DF1964
 DF1964                          SUPERSEDED SURVEY CONTROL
 DF1964
 DF1964  NAD 83(1986)-  33 49 15.61670(N)    082 56 14.16458(W) AD(       ) 2
 DF1964  NAD 27      -  33 49 15.18042(N)    082 56 14.62629(W) AD(       ) 2
 DF1964  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 DF1964
 DF1964.Superseded values are not recommended for survey control.
 DF1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1964.See file dsdata.txt to determine how the superseded data were derived.
 DF1964
 DF1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2071043997(NAD 83)
 DF1964_MARKER: DR = REFERENCE MARK DISK
 DF1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1964+STABILITY: SURFACE MOTION
 DF1964
 DF1964  HISTORY     - Date     Condition        Report By
 DF1964  HISTORY     - 1976     MONUMENTED       NGS
 DF1964
 DF1964                          STATION DESCRIPTION
 DF1964
 DF1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1964'MARK, A STANDARD REFERENCE MARK DISK STAMPED CENTER AZ 1976, IS
 DF1964'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DF1964'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET
 DF1964'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 40 FEET SOUTH OF THE
 DF1964'CENTER OF A DRIVEWAY, 2.3 FEET EAST-NORTHEAST OF A WIRE FENCE AND
 DF1964'1.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2967 ***********************************************************************
 CL2967  DESIGNATION -  CENTER AZ MK
 CL2967  PID         -  CL2967
 CL2967  STATE/COUNTY-  GA/TOOMBS
 CL2967  USGS QUAD   -  ALSTON (1970)
 CL2967
 CL2967                         *CURRENT SURVEY CONTROL
 CL2967  ___________________________________________________________________
 CL2967* NAD 83(1994)-  32 07 27.44068(N)    082 24 32.60841(W)     ADJUSTED  
 CL2967* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 CL2967  ___________________________________________________________________
 CL2967  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 CL2967  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CL2967
 CL2967  HORZ ORDER  -  SECOND
 CL2967
 CL2967.The horizontal coordinates were established by classical geodetic methods
 CL2967.and adjusted by the National Geodetic Survey in September 1997..
 CL2967.No horizontal observational check was made to the station.
 CL2967
 CL2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2967
 CL2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2967
 CL2967.The geoid height was determined by GEOID03.
 CL2967
 CL2967;                    North         East     Units Scale Factor Converg.
 CL2967;SPC GA E     -   235,523.364   177,128.900   MT  0.99990645   -0 07 44.0
 CL2967;SPC GA E     -   772,712.90    581,130.40   sFT  0.99990645   -0 07 44.0
 CL2967;UTM  17      - 3,555,081.558   367,080.935   MT  0.99981788   -0 44 57.8
 CL2967
 CL2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2967!SPC GA E     -   0.99999414  x   0.99990645  =   0.99990059
 CL2967!UTM  17      -   0.99999414  x   0.99981788  =   0.99981202
 CL2967
 CL2967                          SUPERSEDED SURVEY CONTROL
 CL2967
 CL2967  NAD 83(1986)-  32 07 27.44823(N)    082 24 32.61109(W) AD(       ) 2
 CL2967  NGVD 29 (06/19/89)   66.     (m)          217.     (f) VERT ANG       
 CL2967
 CL2967.Superseded values are not recommended for survey control.
 CL2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2967.See file dsdata.txt to determine how the superseded data were derived.
 CL2967
 CL2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR6708155082(NAD 83)
 CL2967_MARKER: DD = SURVEY DISK
 CL2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2967+STABILITY: SURFACE MOTION
 CL2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CL2967+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2006
 CL2967
 CL2967  HISTORY     - Date     Condition        Report By
 CL2967  HISTORY     - 1985     MONUMENTED       GADT
 CL2967  HISTORY     - 20060926 GOOD             GADT
 CL2967
 CL2967                          STATION DESCRIPTION
 CL2967
 CL2967'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2967'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 CL2967'SOUTH OF VIDALIA,
 CL2967'11.3 KM (7.0 MI) SOUTHWEST OF LYONS AND
 CL2967'16.0 KM (10.0 MI) EAST-SOUTHEAST OF AILEY.
 CL2967'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2967'
 CL2967'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 280 IN
 CL2967'LYONS, GO WEST ON U.S. HIGHWAY 280 FOR 0.7 KM (0.45 MI) TO COUNTY
 CL2967'PAVED ROAD 337 ON THE LEFT.  TURN LEFT, SOUTH, FOR 4.1 KM (2.6 MI)
 CL2967'TO THE JORDAN STREAM CHURCH ON THE LEFT.  CONTINUE AHEAD FOR 6.8 KM
 CL2967'(4.2 MI) TO THE CROSSING OF STATE ROUTES 15 AND 29.  CONTINUE AHEAD
 CL2967'FOR 1.2 KM (0.75 MI) TO THE STATION ON THE RIGHT AT A BROWN SHINGLE
 CL2967'SIDED FRAME HOUSE.
 CL2967'
 CL2967'THE STATION IS A STANDARD GADT DISK
 CL2967'STAMPED---CENTER 1985 AZ MK---,
 CL2967'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2967'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2967'27.3 METERS (82.9 FT) EAST-SOUTHEAST FROM THE CHIMNEY OF THE HOUSE,
 CL2967'14.6 METERS (47.8 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2967'8.8 METERS (29.0 FT) SOUTHEAST FROM A 1.7 METER OAK TREE AND
 CL2967'6.1 METERS (20.0 FT) SOUTHWEST FROM A WITNESS POST.
 CL2967'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2967'STAMPED---CENTER 1985 AZ MK---,
 CL2967'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2967'
 CL2967'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2967'
 CL2967'DESCRIBED BY B. PUTZIGER.
 CL2967
 CL2967                          STATION RECOVERY (2006)
 CL2967
 CL2967'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CL2967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2677 ***********************************************************************
 CL2677  DESIGNATION -  CENTERVILLE E MUN TANK
 CL2677  PID         -  CL2677
 CL2677  STATE/COUNTY-  GA/HOUSTON
 CL2677  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL2677
 CL2677                         *CURRENT SURVEY CONTROL
 CL2677  ___________________________________________________________________
 CL2677* NAD 83(1994)-  32 37 55.33373(N)    083 39 44.95601(W)     ADJUSTED  
 CL2677* NAVD 88     -                                                        
 CL2677  ___________________________________________________________________
 CL2677  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CL2677  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CL2677
 CL2677  HORZ ORDER  -  THIRD
 CL2677
 CL2677.The horizontal coordinates were established by classical geodetic methods
 CL2677.and adjusted by the National Geodetic Survey in September 1997..
 CL2677
 CL2677
 CL2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2677
 CL2677.The geoid height was determined by GEOID03.
 CL2677
 CL2677;                    North         East     Units Scale Factor Converg.
 CL2677;SPC GA W     -   291,910.185   747,307.270   MT  0.99992759   +0 16 18.8
 CL2677;SPC GA W     -   957,708.67  2,451,790.60   sFT  0.99992759   +0 16 18.8
 CL2677;UTM  17      - 3,613,626.680   250,216.311   MT  1.00036942   -1 26 11.3
 CL2677
 CL2677                          SUPERSEDED SURVEY CONTROL
 CL2677
 CL2677  NAD 83(1986)-  32 37 55.33804(N)    083 39 44.95409(W) AD(       ) 4
 CL2677  NAD 27      -  32 37 54.82410(N)    083 39 45.28809(W) AD(       ) 3
 CL2677
 CL2677.Superseded values are not recommended for survey control.
 CL2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2677.See file dsdata.txt to determine how the superseded data were derived.
 CL2677
 CL2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5021613627(NAD 83)
 CL2677_MARKER: 53 = ELEVATED TANK
 CL2677
 CL2677  HISTORY     - Date     Condition        Report By
 CL2677  HISTORY     - 1974     FIRST OBSERVED   NGS
 CL2677  HISTORY     - 1974     GOOD             NGS
 CL2677  HISTORY     - 1982     GOOD             NGS
 CL2677
 CL2677                          STATION DESCRIPTION
 CL2677
 CL2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JCL)
 CL2677'THE STATION IS THE APEX OF THE CUPOLA AT THE TOP CENTER OF THE
 CL2677'CENTERVILLE EAST MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL
 CL2677'BODY WITH A DOME SHAPED TOP AND BOTTOM, SUPPORTED BY SIX TUBULAR
 CL2677'STEEL LEGS.  IT IS SILVER IN COLOR AND IS APPROXIMATELY 115 FEET
 CL2677'HIGH.
 CL2677'
 CL2677'STATION IS LOCATED 1.6 MILES EAST-NORTHEAST OF THE CENTER OF
 CL2677'CENTERVILLE, 265 FEET SOUTH OF MASON STREET, AT 311 MASON DRIVE.
 CL2677
 CL2677                          STATION RECOVERY (1974)
 CL2677
 CL2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 CL2677'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 CL2677'1974 DESCRIPTION ADAQUATE FOR RECOVERY.
 CL2677'
 CL2677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CL2677'1.6 MILES EAST-NORTHEAST OF CENTERVILLE.
 CL2677
 CL2677                          STATION RECOVERY (1982)
 CL2677
 CL2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 CL2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0304 ***********************************************************************
 DG0304  DESIGNATION -  CENTRAL
 DG0304  PID         -  DG0304
 DG0304  STATE/COUNTY-  GA/FULTON
 DG0304  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0304
 DG0304                         *CURRENT SURVEY CONTROL
 DG0304  ___________________________________________________________________
 DG0304* NAD 83(1994)-  33 44 51.06918(N)    084 23 15.43952(W)     ADJUSTED  
 DG0304* NAVD 88     -       312.474  (meters)    1025.18   (feet)  POSTED    
 DG0304  ___________________________________________________________________
 DG0304  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DG0304  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0304  DYNAMIC HT  -         312.120 (meters)    1024.01  (feet)  COMP
 DG0304  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 DG0304
 DG0304  HORZ ORDER  -  FIRST
 DG0304  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DG0304
 DG0304.The horizontal coordinates were established by classical geodetic methods
 DG0304.and adjusted by the National Geodetic Survey in September 1997..
 DG0304
 DG0304.The orthometric height was determined by differential leveling
 DG0304.and adjusted by the National Geodetic Survey in 1992..
 DG0304.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DG0304.rate of 4.1 thru 8.0 mm/km.
 DG0304
 DG0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0304
 DG0304.The geoid height was determined by GEOID03.
 DG0304
 DG0304.The dynamic height is computed by dividing the NAVD 88
 DG0304.geopotential number by the normal gravity value computed on the
 DG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0304.degrees latitude (g = 980.6199 gals.).
 DG0304
 DG0304.The modeled gravity was interpolated from observed gravity values.
 DG0304
 DG0304;                    North         East     Units Scale Factor Converg.
 DG0304;SPC GA W     -   415,523.222   679,528.913   MT  0.99990516   -0 07 21.9
 DG0304;SPC GA W     - 1,363,262.44  2,229,421.11   sFT  0.99990516   -0 07 21.9
 DG0304;UTM  16      - 3,737,228.002   741,991.189   MT  1.00032198   +1 27 07.1
 DG0304
 DG0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0304!SPC GA W     -   0.99995558  x   0.99990516  =   0.99986074
 DG0304!UTM  16      -   0.99995558  x   1.00032198  =   1.00027754
 DG0304
 DG0304                          SUPERSEDED SURVEY CONTROL
 DG0304
 DG0304  NAD 83(1986)-  33 44 51.07466(N)    084 23 15.44092(W) AD(       ) 1
 DG0304  NAD 27      -  33 44 50.69400(N)    084 23 15.70800(W) AD(       ) 1
 DG0304  NGVD 29 (??/??/92)  312.404  (m)         1024.95   (f) ADJ UNCH    1 2
 DG0304
 DG0304.Superseded values are not recommended for survey control.
 DG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0304.See file dsdata.txt to determine how the superseded data were derived.
 DG0304
 DG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4199137228(NAD 83)
 DG0304_MARKER: DS = TRIANGULATION STATION DISK
 DG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0304_STAMPING: CENTRAL 1927 1024.945
 DG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0304+STABILITY: SURFACE MOTION
 DG0304
 DG0304  HISTORY     - Date     Condition        Report By
 DG0304  HISTORY     - 1927     MONUMENTED       CGS
 DG0304  HISTORY     - 1952     GOOD             CGS
 DG0304  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DG0304  HISTORY     - 1960     GOOD             NGS
 DG0304
 DG0304                          STATION DESCRIPTION
 DG0304
 DG0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0304'TRAVERSE STATION AND BENCH MARK IS ABOUT 400 FEET N OF E FAIR
 DG0304'STREET IN THE NE CORNER OF CAPITOL AVENUE AND CENTRAL PLACE, IN
 DG0304'SIDEWALK, 3.58 FEET N OF CURB OF CENTRAL PLACE AND CAPITOL
 DG0304'AVENUE, 15.1 FEET SE FROM CENTER S.B.T. AND T. COMPANY MANHOLE
 DG0304'COVER IN THE E SIDE OF CAPITOL AVENUE, 94.75 FEET NE FROM
 DG0304'FIRE PLUG IN W SIDE OF CAPITOL AVENUE.
 DG0304'
 DG0304'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0304'5 FEET LONG, 10 INCHES IN DIAMETER AND 18 INCHES IN DIAMETER
 DG0304'AT THE BASE.  CAST-IRON COVER OVER THE TOP.
 DG0304
 DG0304                          STATION RECOVERY (1952)
 DG0304
 DG0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0304'THE STATION IS ABOUT 0.5 MILE SSE OF DOWNTOWN FIVE POINTS
 DG0304'IN ATLANTA, AT THE NE CORNER OF CAPITOL AVENUE AND BUTLER STREET,
 DG0304'S.E., 15.1 FEET ESE OF THE CENTER OF A TELEPHONE COMPANY MANHOLE,
 DG0304'3 FEET E OF THE PROJECTED CENTER LINE OF THE SIDEWALK ON THE
 DG0304'E SIDE OF CAPITOL AVENUE, 1.3 FEET SSW OF THE CIRCULAR CURB,
 DG0304'AND 1 FOOT SE OF THE PROJECTED CENTER LINE OF THE SIDEWALK
 DG0304'ON THE NW SIDE OF BUTLER STREET.  THE MARK IS A STANDARD DISK
 DG0304'SET IN CONCRETE.  IT IS 1.5 FEET BELOW A CAST-IRON COVER
 DG0304'THAT IS FLUSH WITH THE STREET SURFACE AND THE DISK IS STAMPED
 DG0304'CENTRAL 1927 1024.945.
 DG0304
 DG0304                          STATION RECOVERY (1960)
 DG0304
 DG0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 DG0304'RECOVERED IN GOOD CONDITION, THE MARK IS DOOMED BY THE CONSTRUCTION
 DG0304'OF A BRIDGE TO PASS CAPITOL AVENUE OVER THE EXPRESSWAY AT THE
 DG0304'NORTHERN END OF THE INTERCHANGE JUST S OF THE CAPITOL.  AT
 DG0304'PRESENT (7 DECEMBER 1960), A NEW STATION (AND BENCH MARK) CENTRAL
 DG0304'2 1960 HAS BEEN SET.  THE SUBJECT
 DG0304'MARK WILL BE REMOVED WITH THE PAVEMENT AND OTHER EXCAVATION IN
 DG0304'THE NEAR FUTURE AND THE DISK RECLAIMED.
 DG0304
 DG0304                          STATION RECOVERY (1960)
 DG0304
 DG0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DG0304'AT ATLANTA.
 DG0304'AT ATLANTA, FULTON COUNTY, AT THE NORTHEAST CORNER OF CAPITOL
 DG0304'AVENUE AND BUTLER STREET SOUTHEAST, 15.1 FEET EAST-SOUTHEAST OF
 DG0304'THE CENTER OF A TELEPHONE COMPANY MANHOLE, 3 FEET EAST OF THE
 DG0304'PROJECTED CENTERLINE OF THE SIDEWALK ON THE EAST SIDE OF CAPITOL
 DG0304'AVENUE, 1.3 FEET SOUTH-SOUTHWEST OF THE CIRCULAR CURB, AND 1 FOOT
 DG0304'SOUTHEAST OF THE PROJECTED CENTERLINE OF THE SIDEWALK ON THE
 DG0304'NORTHWEST SIDE OF BUTLER STREET, AND SET UNDERGROUND IN THE TOP
 DG0304'OF A CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A CAST-IRON
 DG0304'COVER FLUSH WITH THE STREET SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4036 ***********************************************************************
 CK4036  DESIGNATION -  CENTRAL
 CK4036  PID         -  CK4036
 CK4036  STATE/COUNTY-  GA/CHATHAM
 CK4036  USGS QUAD   -  GARDEN CITY (1980)
 CK4036
 CK4036                         *CURRENT SURVEY CONTROL
 CK4036  ___________________________________________________________________
 CK4036* NAD 83(1994)-  32 05 47.85551(N)    081 09 30.86666(W)     ADJUSTED  
 CK4036* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 CK4036  ___________________________________________________________________
 CK4036  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CK4036  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 CK4036
 CK4036  HORZ ORDER  -  FIRST
 CK4036
 CK4036.The horizontal coordinates were established by classical geodetic methods
 CK4036.and adjusted by the National Geodetic Survey in September 1997..
 CK4036
 CK4036.The orthometric height was scaled from a topographic map.
 CK4036
 CK4036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4036
 CK4036.The geoid height was determined by GEOID03.
 CK4036
 CK4036;                    North         East     Units Scale Factor Converg.
 CK4036;SPC GA E     -   232,875.281   295,150.440   MT  1.00001162   +0 32 08.5
 CK4036;SPC GA E     -   764,024.98    968,339.40   sFT  1.00001162   +0 32 08.5
 CK4036;SPC SC       -    29,213.842   594,629.089   MT  1.00016638   -0 05 16.5
 CK4036;SPC SC       -    95,845.94  1,950,882.84   iFT  1.00016638   -0 05 16.5
 CK4036;UTM  17      - 3,551,157.099   485,037.552   MT  0.99960276   -0 05 03.3
 CK4036
 CK4036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4036!SPC GA E     -   1.00000415  x   1.00001162  =   1.00001577
 CK4036!SPC SC       -   1.00000415  x   1.00016638  =   1.00017053
 CK4036!UTM  17      -   1.00000415  x   0.99960276  =   0.99960690
 CK4036
 CK4036|---------------------------------------------------------------------|
 CK4036| PID    Reference Object                     Distance      Geod. Az  |
 CK4036|                                                           dddmmss.s |
 CK4036| CK4639 CENTRAL RM                          278.000 METERS 24537     |
 CK4036| CK4034 CENTRAL A 1918                      141.098 METERS 24543     |
 CK4036| CK4033 CHATHAM                             APPROX. 1.4 KM 3270410.6 |
 CK4036|---------------------------------------------------------------------|
 CK4036
 CK4036                          SUPERSEDED SURVEY CONTROL
 CK4036
 CK4036  NAD 83(1986)-  32 05 47.86976(N)    081 09 30.88036(W) AD(       ) 1
 CK4036  NAD 27      -  32 05 47.12800(N)    081 09 31.47700(W) AD(       ) 1
 CK4036
 CK4036.Superseded values are not recommended for survey control.
 CK4036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4036.See file dsdata.txt to determine how the superseded data were derived.
 CK4036
 CK4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8503851157(NAD 83)
 CK4036_MARKER: DS = TRIANGULATION STATION DISK
 CK4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4036
 CK4036  HISTORY     - Date     Condition        Report By
 CK4036  HISTORY     - 1918     MONUMENTED       CGS
 CK4036
 CK4036                          STATION DESCRIPTION
 CK4036
 CK4036'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK4036'ON THE ATLANTIC COAST LINE RAILWAY, ABOUT 7 MILES NORTH OF
 CK4036'SAVANNAH AT THE CURVE AT MILEPOST 7.  AT THE INTERSECTION OF THE
 CK4036'TANGENTS TO EACH RAIL OF MAIN TRACK, ABOUT 200 METERS (656 FEET)
 CK4036'NORTH OF MILEPOST, AND 7.82 METERS (25.7 FEET) WEST OF WEST RAIL.
 CK4036'REFERENCE MARK, A NAIL OR BOLT IN CONCRETE MOUND,
 CK4036'IS APPROXIMATELY ON LINE FROM CENTRAL TO CENTRAL A, 1/4 MILE
 CK4036'NORTH OF FIRST CURVE NORTH OF CENTRAL JUNCTION, 140.86 METERS
 CK4036'(462.1 FEET) FROM STATION S 65 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1562 ***********************************************************************
 DF1562  DESIGNATION -  CENTRAL
 DF1562  PID         -  DF1562
 DF1562  STATE/COUNTY-  GA/COLUMBIA
 DF1562  USGS QUAD   -  HARLEM (1980)
 DF1562
 DF1562                         *CURRENT SURVEY CONTROL
 DF1562  ___________________________________________________________________
 DF1562* NAD 83(1994)-  33 28 33.16194(N)    082 15 56.63559(W)     ADJUSTED  
 DF1562* NAVD 88     -       142.90   (+/-2cm)     468.8    (feet)  VERTCON   
 DF1562  ___________________________________________________________________
 DF1562  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DF1562  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DF1562
 DF1562  HORZ ORDER  -  FIRST
 DF1562  VERT ORDER  -  THIRD ? (See Below)
 DF1562
 DF1562.The horizontal coordinates were established by classical geodetic methods
 DF1562.and adjusted by the National Geodetic Survey in September 1997..
 DF1562
 DF1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1562.The vertical order pertains to the NGVD 29 superseded value.
 DF1562
 DF1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1562
 DF1562.The geoid height was determined by GEOID03.
 DF1562
 DF1562;                    North         East     Units Scale Factor Converg.
 DF1562;SPC GA E     -   385,379.540   190,792.954   MT  0.99990104   -0 03 16.7
 DF1562;SPC GA E     - 1,264,366.04    625,959.88   sFT  0.99990104   -0 03 16.7
 DF1562;UTM  17      - 3,704,761.464   382,395.625   MT  0.99977051   -0 41 53.7
 DF1562
 DF1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1562!SPC GA E     -   0.99998217  x   0.99990104  =   0.99988321
 DF1562!UTM  17      -   0.99998217  x   0.99977051  =   0.99975268
 DF1562
 DF1562:                Primary Azimuth Mark                     Grid Az
 DF1562:SPC GA E     -  GROVETOWN W TANK                         114 50 41.5
 DF1562:UTM  17      -  GROVETOWN W TANK                         115 29 18.5
 DF1562
 DF1562|---------------------------------------------------------------------|
 DF1562| PID    Reference Object                     Distance      Geod. Az  |
 DF1562|                                                           dddmmss.s |
 DF1562| DF1412 GROVETOWN W TANK                    APPROX. 6.1 KM 1144724.8 |
 DF1562| DF1571 HARLEM COMPREHENSIVE SCH TK         APPROX. 4.9 KM 2412027.8 |
 DF1562| DF3004 CENTRAL RM 1                         23.109 METERS 24351     |
 DF1562| DF1563 CENTRAL AZ MK                       456.556 METERS 2524436.3 |
 DF1562| DF3005 CENTRAL RM 2                         26.319 METERS 32611     |
 DF1562|---------------------------------------------------------------------|
 DF1562
 DF1562                          SUPERSEDED SURVEY CONTROL
 DF1562
 DF1562  NAD 83(1986)-  33 28 33.16671(N)    082 15 56.63133(W) AD(       ) 1
 DF1562  NAD 27      -  33 28 32.67164(N)    082 15 57.19135(W) AD(       ) 1
 DF1562  NGVD 29 (07/19/86)  143.11   (m)          469.5    (f) LEVELING    3  
 DF1562
 DF1562.Superseded values are not recommended for survey control.
 DF1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1562.See file dsdata.txt to determine how the superseded data were derived.
 DF1562
 DF1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8239604761(NAD 83)
 DF1562_MARKER: DS = TRIANGULATION STATION DISK
 DF1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1562
 DF1562  HISTORY     - Date     Condition        Report By
 DF1562  HISTORY     - 1980     MONUMENTED       GADT
 DF1562
 DF1562                          STATION DESCRIPTION
 DF1562
 DF1562'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1562'THE STATION IS LOCATED ABOUT 7 KM (4-1/4 MI) WEST-NORTHWEST OF
 DF1562'GROVETOWN, 13 KM (8 MI) NORTHEAST OF DEARING, AND 14.5 KM
 DF1562'(9 MI) WEST-SOUTHWEST OF EVANS.
 DF1562'OWNERSHIP--COLUMBIA COUNTY SCHOOL DISTRICT.
 DF1562'
 DF1562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1562'AND U.S. HIGHWAY 221 (STATE ROUTE 47) ABOUT 9.2 KM (5-3/4 MI)
 DF1562'NORTH OF HARLEM, GO SOUTH ALONG U.S. HIGHWAY 221 (STATE ROUTE 47)
 DF1562'FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF STATE ROUTE 223 CROSSING.
 DF1562'TURN LEFT GOING EAST ALONG STATE ROUTE 223 FOR 4.3 KM (2.65 MI)
 DF1562'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE GOING EAST ALONG STATE
 DF1562'ROUTE 223 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF A ROAD TO THE
 DF1562'RIGHT AT A SIGN (CENTRAL RECREATION AREA).  TURN LEFT GOING
 DF1562'NORTH AND UP THE HILL FOR 0.15 KM (0.1 MI) TO THE TOP OF THE HILL
 DF1562'AT AN OLD SCHOOL BUILDING FONDATION AND THE STATION.
 DF1562'
 DF1562'THE STATION IS A STANDARD NGS DISK
 DF1562'STAMPED---CENTRAL 1980---,
 DF1562'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1562'FLUSH WITH GROUND.  IT IS LOCATED
 DF1562'53.34 METERS (175.0 FT) NORTHWEST FROM THE NORTHWEST LEG OF A
 DF1562'GEORGIA FORESTRY LOOKOUT TOWER,
 DF1562'22.92 METERS (75.20 FT) EAST-NORTHEAST FROM A TELEPHONE POLE, AND
 DF1562'1.46 METERS (4.800 FT) NORTHWEST FROM A WITNESS POST.
 DF1562'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DF1562'STAMPED---CENTRAL 1980---,
 DF1562'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 DF1562'
 DF1562'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1562'STAMPED---CENTRAL NO 1 1980---,
 DF1562'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.3 CM IN DIAMETER
 DF1562'FLUSH WITH GROUND.  IT IS LOCATED
 DF1562'65.38 METERS (214.5 FT) WEST-NORTHWEST FROM THE NORTHWEST LEG OF
 DF1562'THE LOOKOUT TOWER,
 DF1562'1.28 METERS (4.200 FT) SOUTHEAST FROM THE TELEPHONE POLE, AND
 DF1562'24.48 METERS (80.30 FT) WEST-SOUTHWEST FROM THE WITNESS POST.
 DF1562'MARK IS BELOW STATION .3000 METERS.
 DF1562'
 DF1562'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 DF1562'STAMPED---CENTRAL NO 2 1980---,
 DF1562'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1562'FLUSH WITH GROUND.  IT IS LOCATED
 DF1562'31.55 METERS (103.5 FT) NORTH-NORTHEAST FROM THE TELEPHONE POLE,
 DF1562'5.18 METERS (17.00 FT) NORTHEAST FROM THE CENTER OF THE CONCRETE
 DF1562'STEPS OF A RAZED SCHOOL BUILDING, AND
 DF1562'27.07 METERS (88.80 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 DF1562'MARK IS LEVEL WITH STATION.
 DF1562'
 DF1562'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1562'STAMPED---CENTRAL 1980---,
 DF1562'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1562'FLUSH WITH GROUND.  IT IS LOCATED
 DF1562'7.92 METERS (26.00 FT) SOUTH FROM THE CENTERLINE OF STATE ROUTE
 DF1562'223,
 DF1562'0.79 METER (2.600 FT) EAST FROM A POWER POLE,
 DF1562'6.61 METERS (21.70 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 DF1562'AN OLD STORE BUILDING, AND
 DF1562'0.98 METER (3.200 FT) SOUTHEAST FROM A WITNESS POST.
 DF1562'
 DF1562'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 DF1562'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1562'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2610 ***********************************************************************
 CL2610  DESIGNATION -  CENTRAL 1918
 CL2610  PID         -  CL2610
 CL2610  STATE/COUNTY-  GA/BIBB
 CL2610  USGS QUAD   -  MACON WEST (1985)
 CL2610
 CL2610                         *CURRENT SURVEY CONTROL
 CL2610  ___________________________________________________________________
 CL2610* NAD 83(1994)-  32 49 33.18694(N)    083 37 37.96631(W)     ADJUSTED  
 CL2610* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 CL2610  ___________________________________________________________________
 CL2610  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CL2610  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CL2610
 CL2610  HORZ ORDER  -  FIRST
 CL2610
 CL2610.The horizontal coordinates were established by classical geodetic methods
 CL2610.and adjusted by the National Geodetic Survey in September 1997..
 CL2610
 CL2610.The orthometric height was scaled from a topographic map.
 CL2610
 CL2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2610
 CL2610.The geoid height was determined by GEOID03.
 CL2610
 CL2610;                    North         East     Units Scale Factor Converg.
 CL2610;SPC GA W     -   313,422.377   750,507.738   MT  0.99993144   +0 17 32.8
 CL2610;SPC GA W     - 1,028,286.58  2,462,290.80   sFT  0.99993144   +0 17 32.8
 CL2610;UTM  17      - 3,635,042.762   254,060.000   MT  1.00034589   -1 25 29.6
 CL2610
 CL2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2610!SPC GA W     -   0.99998889  x   0.99993144  =   0.99992033
 CL2610!UTM  17      -   0.99998889  x   1.00034589  =   1.00033477
 CL2610
 CL2610:                Primary Azimuth Mark                     Grid Az
 CL2610:SPC GA W     -  DE SALES 1917                            307 59 07.4
 CL2610:UTM  17      -  DE SALES 1917                            309 42 09.8
 CL2610
 CL2610|---------------------------------------------------------------------|
 CL2610| PID    Reference Object                     Distance      Geod. Az  |
 CL2610|                                                           dddmmss.s |
 CL2610| CL2607 DE SALES 1917                       APPROX. 1.5 KM 3081640.2 |
 CL2610|---------------------------------------------------------------------|
 CL2610
 CL2610                          SUPERSEDED SURVEY CONTROL
 CL2610
 CL2610  NAD 83(1986)-  32 49 33.19154(N)    083 37 37.96504(W) AD(       ) 1
 CL2610  NAD 27      -  32 49 32.69800(N)    083 37 38.31000(W) AD(       ) 1
 CL2610
 CL2610.Superseded values are not recommended for survey control.
 CL2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2610.See file dsdata.txt to determine how the superseded data were derived.
 CL2610
 CL2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5406035043(NAD 83)
 CL2610_MARKER: N = NAIL
 CL2610_SETTING: 0 = UNSPECIFIED SETTING
 CL2610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL2610
 CL2610  HISTORY     - Date     Condition        Report By
 CL2610  HISTORY     - 1918     MONUMENTED       CGS
 CL2610  HISTORY     - 1922     GOOD             CGS
 CL2610  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL2610
 CL2610                          STATION DESCRIPTION
 CL2610
 CL2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL2610'AT MACON, IN THE SOUTHEAST CORNER OF THE MAIN BUILDING OF THE
 CL2610'CENTRAL OF GEORGIA RAILWAY SHOPS, AND THE MARK IS A NAIL DRIVEN
 CL2610'IN THE TAR AND GRAVEL ROOF.  REFERENCE MARKS A, B, AND D ARE
 CL2610'NAILS DRIVEN IN THE BRICK PARAPET AND REFERENCE MARK C IS A
 CL2610'SCREW IN THE SIDE OF A VENTILATOR.  THE FOLLOWING DISTANCES
 CL2610'AND GRID AZIMUTHS TO REFERENCE MARKS ARE FROM STATION--A IS
 CL2610'3.670 METERS (12.04 FEET) IN GRID AZIMUTH 343 DEG 30 MIN.  B IS
 CL2610'10.272 METERS (33.70 FEET) IN GRID AZIMUTH 109 DEG 40 MIN.  C
 CL2610'IS 5.821 METERS (19.10 FEET) IN GRID AZIMUTH 196 DEG 01 MIN.
 CL2610'D IS 5.294 METERS (17.37 FEET) IN GRID AZIMUTH 249 DEG 00 MIN.
 CL2610
 CL2610                          STATION RECOVERY (1949)
 CL2610
 CL2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL2610'THE RAILROAD SHOP FORMAN STATED THAT THE ROOF HAS BEEN REPAIRED
 CL2610'SINCE THE STATION WAS ESTABLISHED, AND REPAIRS ON ANOTHER PART
 CL2610'OF IT WERE IN PROGRESS AT THE TIME OF THE PRESENT VISIT TO THE
 CL2610'SITE.  THE ROOF IS OF THE TAR AND GRAVEL TYPE AND THE METHOD OF
 CL2610'REPAIR SEEMS TO VARY.  ONE TIME, ALL IS REMOVED AND BUILT ANEW,
 CL2610'THE NEXT TIME ONLY MORE TAR AND GRAVEL MAY BE ADDED.  THE SHOP
 CL2610'FOREMAN WAS REASONABLY CERTAIN THAT THE VENTILATORS ON THE ROOF
 CL2610'HAD NOT BEEN CHANGED OR MOVED.
 CL2610'
 CL2610'ONLY ONE NAIL COULD BE FOUND IN THE BRICK PARAPET AND THERE WAS
 CL2610'NO WAY FOUND BY THIS PARTY TO PROVE OR DISPROVE THIS ONE NAIL
 CL2610'A REFERENCE MARK.  ASSUMING THIS NAIL TO BE EACH OF THE REFERENCE
 CL2610'MARKS IN TURN FAILED TO LOCATE A POINT THAT WOULD THEN SATISFY
 CL2610'THE DISTANCE AND AZIMUTH TO THE SCREW OR POSSIBLY RIVET IN THE
 CL2610'VENTILATOR.  CONSIDERATION WAS GIVEN TO THE POSSIBILITY OF
 CL2610'REVERSED AZIMUTHS TO NO AVAIL.
 CL2610'
 CL2610'THE STATION IS LOST AND APPARENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0305 ***********************************************************************
 DG0305  DESIGNATION -  CENTRAL 2
 DG0305  PID         -  DG0305
 DG0305  STATE/COUNTY-  GA/FULTON
 DG0305  USGS QUAD   -  SOUTHWEST ATLANTA (1997)
 DG0305
 DG0305                         *CURRENT SURVEY CONTROL
 DG0305  ___________________________________________________________________
 DG0305* NAD 83(1994)-  33 44 51.43482(N)    084 23 16.14878(W)     ADJUSTED  
 DG0305* NAVD 88     -       314.18   (+/-2cm)    1030.8    (feet)  VERTCON   
 DG0305  ___________________________________________________________________
 DG0305  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DG0305  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG0305
 DG0305  HORZ ORDER  -  SECOND
 DG0305  VERT ORDER  -  THIRD (See Below)
 DG0305
 DG0305.The horizontal coordinates were established by classical geodetic methods
 DG0305.and adjusted by the National Geodetic Survey in September 1997..
 DG0305.No horizontal observational check was made to the station.
 DG0305
 DG0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG0305.The vertical order pertains to the NGVD 29 superseded value.
 DG0305
 DG0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0305
 DG0305.The geoid height was determined by GEOID03.
 DG0305
 DG0305;                    North         East     Units Scale Factor Converg.
 DG0305;SPC GA W     -   415,534.526   679,510.684   MT  0.99990517   -0 07 22.3
 DG0305;SPC GA W     - 1,363,299.52  2,229,361.30   sFT  0.99990517   -0 07 22.3
 DG0305;UTM  16      - 3,737,238.805   741,972.649   MT  1.00032187   +1 27 06.7
 DG0305
 DG0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0305!SPC GA W     -   0.99995531  x   0.99990517  =   0.99986049
 DG0305!UTM  16      -   0.99995531  x   1.00032187  =   1.00027717
 DG0305
 DG0305                          SUPERSEDED SURVEY CONTROL
 DG0305
 DG0305  NAD 83(1986)-  33 44 51.44030(N)    084 23 16.15017(W) AD(       ) 2
 DG0305  NAD 27      -  33 44 51.06000(N)    084 23 16.41700(W) AD(       ) 2
 DG0305  NGVD 29 (??/??/??)  314.09   (m)         1030.5    (f) RESET       3  
 DG0305
 DG0305.Superseded values are not recommended for survey control.
 DG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0305.See file dsdata.txt to determine how the superseded data were derived.
 DG0305
 DG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4197337239(NAD 83)
 DG0305_MARKER: DS = TRIANGULATION STATION DISK
 DG0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG0305_STAMPING: CENTRAL 2 1960
 DG0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0305
 DG0305  HISTORY     - Date     Condition        Report By
 DG0305  HISTORY     - 1960     MONUMENTED       CGS
 DG0305  HISTORY     - 1960     GOOD             CGS
 DG0305
 DG0305                          STATION DESCRIPTION
 DG0305
 DG0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRK)
 DG0305'ABOUT 180 YARDS S OF THE CENTER OF THE CAPITOL IN ATLANTA,
 DG0305'30-1/2 FEET W OF CENTER LINE OF CAPITOL AVENUE, 31 FEET N OF
 DG0305'THE PROJECTED CENTER LINE OF THE CAPITOL AVENUE ENTRANCE
 DG0305'TO THE STATE HIGHWAY DEPARTMENT OFFICE BUILDING, 16 FEET E OF
 DG0305'E WALL OF THAT BUILDING, 3.5 FEET S OF S FACE OF WHITE STONE
 DG0305'RETAINING WALL, 0.5 FOOT W OF W EDGE OF CONCRETE SIDEWALK,
 DG0305'AND 0.1 FOOT LOWER THAN THE SIDEWALK SURFACE.  DISKS OF SURFACE
 DG0305'AND SUBSURFACE MARKS ARE STAMPED CENTRAL 2 1960.
 DG0305
 DG0305                          STATION RECOVERY (1960)
 DG0305
 DG0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DG0305'IN ATLANTA.
 DG0305'ABOUT 180 YARDS S OF THE CENTER OF THE CAPITOL IN ATLANTA,
 DG0305'30-1/2 FEET W OF CENTER LINE OF CAPITOL AVENUE, 31 FEET N OF THE
 DG0305'PROJECTED CENTER LINE OF THE CAPITOL AVENUE ENTRANCE TO THE STATE
 DG0305'HIGHWAY DEPARTMENT OFFICE BUILDING, 16 FEET E OF E WALL OF THAT
 DG0305'BUILDING, 3.5 FEET S OF S FACE OF WHITE STONE RETAINING WALL,
 DG0305'0.5 FOOT W OF W EDGE OF CONCRETE SIDEWALK, AND 0.1 FOOT LOWER
 DG0305'THAN THE SIDEWALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4034 ***********************************************************************
 CK4034  DESIGNATION -  CENTRAL A 1918
 CK4034  PID         -  CK4034
 CK4034  STATE/COUNTY-  GA/CHATHAM
 CK4034  USGS QUAD   -  GARDEN CITY (1980)
 CK4034
 CK4034                         *CURRENT SURVEY CONTROL
 CK4034  ___________________________________________________________________
 CK4034* NAD 83(1994)-  32 05 45.97178(N)    081 09 35.77178(W)     ADJUSTED  
 CK4034* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 CK4034  ___________________________________________________________________
 CK4034  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CK4034  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 CK4034
 CK4034  HORZ ORDER  -  FIRST
 CK4034
 CK4034.The horizontal coordinates were established by classical geodetic methods
 CK4034.and adjusted by the National Geodetic Survey in September 1997..
 CK4034
 CK4034.The orthometric height was scaled from a topographic map.
 CK4034
 CK4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4034
 CK4034.The geoid height was determined by GEOID03.
 CK4034
 CK4034;                    North         East     Units Scale Factor Converg.
 CK4034;SPC GA E     -   232,816.058   295,022.371   MT  1.00001132   +0 32 05.8
 CK4034;SPC GA E     -   763,830.68    967,919.23   sFT  1.00001132   +0 32 05.8
 CK4034;SPC SC       -    29,156.007   594,500.363   MT  1.00016663   -0 05 19.2
 CK4034;SPC SC       -    95,656.19  1,950,460.51   iFT  1.00016663   -0 05 19.2
 CK4034;UTM  17      - 3,551,099.288   484,908.903   MT  0.99960281   -0 05 05.9
 CK4034
 CK4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4034!SPC GA E     -   1.00000399  x   1.00001132  =   1.00001531
 CK4034!SPC SC       -   1.00000399  x   1.00016663  =   1.00017062
 CK4034!UTM  17      -   1.00000399  x   0.99960281  =   0.99960680
 CK4034
 CK4034|---------------------------------------------------------------------|
 CK4034| PID    Reference Object                     Distance      Geod. Az  |
 CK4034|                                                           dddmmss.s |
 CK4034| CK4036 CENTRAL                             141.098 METERS 06543     |
 CK4034| CK4033 CHATHAM                             APPROX. 1.4 KM 3325605.2 |
 CK4034|---------------------------------------------------------------------|
 CK4034
 CK4034                          SUPERSEDED SURVEY CONTROL
 CK4034
 CK4034  NAD 83(1986)-  32 05 45.98586(N)    081 09 35.78592(W) AD(       ) 1
 CK4034  NAD 27      -  32 05 45.24400(N)    081 09 36.38200(W) AD(       ) 1
 CK4034
 CK4034.Superseded values are not recommended for survey control.
 CK4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4034.See file dsdata.txt to determine how the superseded data were derived.
 CK4034
 CK4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8490951099(NAD 83)
 CK4034_MARKER: Z = SEE DESCRIPTION
 CK4034_SETTING: 0 = UNSPECIFIED SETTING
 CK4034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK4034
 CK4034  HISTORY     - Date     Condition        Report By
 CK4034  HISTORY     - 1918     MONUMENTED       CGS
 CK4034
 CK4034                          STATION DESCRIPTION
 CK4034
 CK4034'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK4034'ABOUT 1/4 MILE NORTH OF THE FIRST CURVE NORTH OF CENTRAL
 CK4034'JUNCTION.  STATION IS MARKED BY FILE SCRATCH ACROSS WEST RAIL OF
 CK4034'MAIN TRACK.  REFERENCE MARK IS COMMON WITH THAT OF STATION
 CK4034'CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1563 ***********************************************************************
 DF1563  DESIGNATION -  CENTRAL AZ MK
 DF1563  PID         -  DF1563
 DF1563  STATE/COUNTY-  GA/COLUMBIA
 DF1563  USGS QUAD   -  HARLEM (1980)
 DF1563
 DF1563                         *CURRENT SURVEY CONTROL
 DF1563  ___________________________________________________________________
 DF1563* NAD 83(1994)-  33 28 28.76559(N)    082 16 13.52234(W)     ADJUSTED  
 DF1563* NAVD 88     -       141.27   (+/-2cm)     463.5    (feet)  VERTCON   
 DF1563  ___________________________________________________________________
 DF1563  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DF1563  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DF1563
 DF1563  HORZ ORDER  -  SECOND
 DF1563  VERT ORDER  -  THIRD ? (See Below)
 DF1563
 DF1563.The horizontal coordinates were established by classical geodetic methods
 DF1563.and adjusted by the National Geodetic Survey in September 1997..
 DF1563
 DF1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1563.The vertical order pertains to the NGVD 29 superseded value.
 DF1563
 DF1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1563
 DF1563.The geoid height was determined by GEOID03.
 DF1563
 DF1563;                    North         East     Units Scale Factor Converg.
 DF1563;SPC GA E     -   385,244.531   190,356.863   MT  0.99990115   -0 03 26.0
 DF1563;SPC GA E     - 1,263,923.10    624,529.14   sFT  0.99990115   -0 03 26.0
 DF1563;UTM  17      - 3,704,631.379   381,958.103   MT  0.99977179   -0 42 02.9
 DF1563
 DF1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1563!SPC GA E     -   0.99998242  x   0.99990115  =   0.99988358
 DF1563!UTM  17      -   0.99998242  x   0.99977179  =   0.99975422
 DF1563
 DF1563                          SUPERSEDED SURVEY CONTROL
 DF1563
 DF1563  NAD 83(1986)-  33 28 28.77037(N)    082 16 13.51808(W) AD(       ) 2
 DF1563  NAD 27      -  33 28 28.27514(N)    082 16 14.07759(W) AD(       ) 2
 DF1563  NGVD 29 (07/19/86)  141.48   (m)          464.2    (f) LEVELING    3  
 DF1563
 DF1563.Superseded values are not recommended for survey control.
 DF1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1563.See file dsdata.txt to determine how the superseded data were derived.
 DF1563
 DF1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT8195804631(NAD 83)
 DF1563_MARKER: DZ = AZIMUTH MARK DISK
 DF1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1563+STABILITY: SURFACE MOTION
 DF1563
 DF1563  HISTORY     - Date     Condition        Report By
 DF1563  HISTORY     - 1980     MONUMENTED       GADT
 DF1563
 DF1563                          STATION DESCRIPTION
 DF1563
 DF1563'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1563'THE STATION IS LOCATED ABOUT 7 KM (4-1/4 MI) WEST-NORTHWEST OF
 DF1563'GROVETOWN, 13 KM (8 MI) NORTHEAST OF DEARING, AND 14.5 KM (9 MI)
 DF1563'WEST-SOUTHWEST OF EVANS.
 DF1563'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 DF1563'
 DF1563'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF1563'AND U.S. HIGHWAY 221 (STATE ROUTE 47) APPROXIMATELY 9.2 KM
 DF1563'(5-3/4 MI) NORTH OF HARLEM, GO SOUTH ALONG U.S. HIGHWAY 221 (STATE
 DF1563'ROUTE 47) FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF STATE ROUTE 223
 DF1563'CROSSING.  TURN LEFT GOING EAST ALONG STATE ROUTE 223 FOR 4.3 KM
 DF1563'(2.65 MI) TO THE STATION ON THE RIGHT.
 DF1563'
 DF1563'THE STATION IS A STANDARD NGS DISK
 DF1563'STAMPED---CENTRAL 1980---,
 DF1563'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1563'FLUSH WITH GROUND.  IT IS LOCATED
 DF1563'7.92 METERS (26.00 FT) SOUTH FROM THE CENTERLINE OF STATE ROUTE
 DF1563'223,
 DF1563'0.79 METER (2.600 FT) EAST FROM A POWER POLE,
 DF1563'6.61 METERS (21.70 FT) NORTHEAST FROM THE NORTHEAST CORNER OF AN
 DF1563'OLD STORE BUILDING, AND
 DF1563'0.98 METER (3.200 FT) SOUTHEAST FROM A WITNESS POST.
 DF1563'
 DF1563'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP COLUMBIA
 DF1563'COUNTY GA. 1975.  REVISED APRIL 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0813 ***********************************************************************
 BC0813  DESIGNATION -  CEYLON 1 TIDAL STA 58
 BC0813  PID         -  BC0813
 BC0813  STATE/COUNTY-  GA/CAMDEN
 BC0813  USGS QUAD   -  WOODBINE (1993)
 BC0813
 BC0813                         *CURRENT SURVEY CONTROL
 BC0813  ___________________________________________________________________
 BC0813* NAD 83(1986)-  30 57 44.     (N)    081 39 11.     (W)     SCALED    
 BC0813* NAVD 88     -         4.185  (meters)      13.73   (feet)  ADJUSTED  
 BC0813  ___________________________________________________________________
 BC0813  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0813  DYNAMIC HT  -           4.180 (meters)      13.71  (feet)  COMP
 BC0813  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BC0813
 BC0813  VERT ORDER  -  SECOND    CLASS 0
 BC0813
 BC0813.The horizontal coordinates were scaled from a topographic map and have
 BC0813.an estimated accuracy of +/- 6 seconds.
 BC0813
 BC0813.The orthometric height was determined by differential leveling
 BC0813.and adjusted by the National Geodetic Survey in June 1991..
 BC0813
 BC0813.The geoid height was determined by GEOID03.
 BC0813
 BC0813.The dynamic height is computed by dividing the NAVD 88
 BC0813.geopotential number by the normal gravity value computed on the
 BC0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0813.degrees latitude (g = 980.6199 gals.).
 BC0813
 BC0813.The modeled gravity was interpolated from observed gravity values.
 BC0813
 BC0813;                    North         East    Units  Estimated Accuracy
 BC0813;SPC GA E     -   106,780.      249,070.      MT  (+/- 180 meters Scaled)
 BC0813
 BC0813                          SUPERSEDED SURVEY CONTROL
 BC0813
 BC0813  NGVD 29 (??/??/92)    4.534  (m)           14.88   (f) ADJ UNCH    2 0
 BC0813
 BC0813.Superseded values are not recommended for survey control.
 BC0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0813.See file dsdata.txt to determine how the superseded data were derived.
 BC0813
 BC0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ376255(NAD 83)
 BC0813_MARKER: DJ = TIDAL STATION DISK
 BC0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0813_SP_SET: SEWER TILE
 BC0813_STAMPING: CEYLON NO 1 1934
 BC0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0813
 BC0813  HISTORY     - Date     Condition        Report By
 BC0813  HISTORY     - 1934     MONUMENTED       CGS
 BC0813  HISTORY     - 1961     GOOD             NGS
 BC0813
 BC0813                          STATION DESCRIPTION
 BC0813
 BC0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BC0813'5 MI E FROM WOODBINE.
 BC0813'.35 MILES SOUTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC0813'WOODBINE TO ITS JUNCTION WITH THE BLACKTOPPED ROAD AT A CONCRETE
 BC0813'BLOCK CHURCH ON THE NORTH SIDE AND THE WOODBINE WATER TANK ON
 BC0813'THE SOUTH SIDE, THENCE 0.15 MILE EAST ON BLACKTOPPED ROAD TO ITS
 BC0813'END, CROSS A SMALL CONCRETE BRIDGE AND CONTINUE EAST ON GRADED
 BC0813'ROAD FOR 5.05 MILES TO A SHARP BEND IN THE ROAD.  135 1/2 FEET
 BC0813'SOUTHEAST OF TIDAL 2, 85 FEET SOUTH OF AN 8 INCH PINE TREE WITH
 BC0813'TRIANGULAR BLAZE CUT ON THE EAST SIDE AND 18 FEET EAST OF A 10
 BC0813'INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE
 BC0813'TREE.  SET IN THE TOP OF A SEWER TILE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2288 ***********************************************************************
 BC2288  DESIGNATION -  CEYLON 1 TIDAL STA 58
 BC2288  PID         -  BC2288
 BC2288  STATE/COUNTY-  GA/CAMDEN
 BC2288  USGS QUAD   -  WOODBINE (1993)
 BC2288
 BC2288                         *CURRENT SURVEY CONTROL
 BC2288  ___________________________________________________________________
 BC2288* NAD 83(1994)-  30 57 46.08613(N)    081 39 12.21382(W)     ADJUSTED  
 BC2288* NAVD 88     -         4.18   (+/-2cm)      13.7    (feet)  VERTCON   
 BC2288  ___________________________________________________________________
 BC2288  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BC2288  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC2288
 BC2288  HORZ ORDER  -  FIRST
 BC2288  VERT ORDER  -  THIRD ? (See Below)
 BC2288
 BC2288.The horizontal coordinates were established by classical geodetic methods
 BC2288.and adjusted by the National Geodetic Survey in September 1997..
 BC2288
 BC2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BC2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BC2288.The vertical order pertains to the NGVD 29 superseded value.
 BC2288
 BC2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2288
 BC2288.The geoid height was determined by GEOID03.
 BC2288
 BC2288;                    North         East     Units Scale Factor Converg.
 BC2288;SPC GA E     -   106,839.107   249,034.274   MT  0.99992965   +0 15 50.7
 BC2288;SPC GA E     -   350,521.30    817,039.95   sFT  0.99992965   +0 15 50.7
 BC2288;UTM  17      - 3,425,662.502   437,598.329   MT  0.99964803   -0 20 10.2
 BC2288
 BC2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2288!SPC GA E     -   1.00000382  x   0.99992965  =   0.99993346
 BC2288!UTM  17      -   1.00000382  x   0.99964803  =   0.99965184
 BC2288
 BC2288:                Primary Azimuth Mark                     Grid Az
 BC2288:SPC GA E     -  CLEWS                                    031 04 56.8
 BC2288:UTM  17      -  CLEWS                                    031 40 57.7
 BC2288
 BC2288|---------------------------------------------------------------------|
 BC2288| PID    Reference Object                     Distance      Geod. Az  |
 BC2288|                                                           dddmmss.s |
 BC2288| BC2289 CLEWS                               APPROX. 4.6 KM 0312047.5 |
 BC2288| BC2298 PTS 11                              141.186 METERS 09551     |
 BC2288|---------------------------------------------------------------------|
 BC2288
 BC2288                          SUPERSEDED SURVEY CONTROL
 BC2288
 BC2288  NAD 83(1994)-  30 57 46.09487(N)    081 39 12.21697(W) AD(       ) 1
 BC2288  NAD 83(1986)-  30 57 46.09677(N)    081 39 12.21780(W) AD(       ) 1
 BC2288  NAD 27      -  30 57 45.25800(N)    081 39 12.84300(W) AD(       ) 1
 BC2288  NGVD 29 (07/19/86)    4.53   (m)           14.9    (f) LEVELING    3  
 BC2288
 BC2288.Superseded values are not recommended for survey control.
 BC2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2288.See file dsdata.txt to determine how the superseded data were derived.
 BC2288
 BC2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ3759825663(NAD 83)
 BC2288_MARKER: DB = BENCH MARK DISK
 BC2288_SETTING: 0 = UNSPECIFIED SETTING
 BC2288
 BC2288  HISTORY     - Date     Condition        Report By
 BC2288  HISTORY     - 1935     MONUMENTED       CGS
 BC2288  HISTORY     - 1954     GOOD             CGS
 BC2288
 BC2288                          STATION DESCRIPTION
 BC2288
 BC2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2288'AT CEYLON (A TURPENTINE CAMP ON THE BANK OF SATILLA RIVER), ABOUT
 BC2288'4.5 MI. (AIRLINE) NE OF COLESBURG, ABOUT 4.0 MI. (AIRLINE) E OF
 BC2288'WOODBINE, ON PROPERTY BELONGING TO THE SEA ISLAND CO. AND LEASED BY
 BC2288'MR. STEWART, 28 PACES W-SW OF THE W END OF THE TURPENTINE STILL
 BC2288'BUILDING, 12 PACES E OF THE EDGE OF THE BUSHES AT THE E BANK OF
 BC2288'SATILLA RIVER, AND 10 PACES W OF THE W END OF THE LARGEST OF THE
 BC2288'BIRCH FOUNDATION PIERS.
 BC2288'
 BC2288'TO REACH FROM PROCTORS DRUG STORE AT WOODBINE, GO S ON U.S.
 BC2288'HIGHWAY 17 FOR 0.45 MI. TO A CROSSROAD WITH AN OLD CHURCH IN THE NE
 BC2288'CORNER, TURN LEFT (E) AND GO 0.2 MI. TO A T-ROAD, TURN RIGHT (SE)
 BC2288'AND GO 2.45 MI. TO A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1
 BC2288'MI. TO A WYE, KEEP RIGHT AND GO 0.8 MI. TO A WYE, KEEP LEFT AND GO 1
 BC2288'MI. TO A CATTLE GUARD ACROSS THE ROAD AND SIGN KEEP OUT, CONTINUE
 BC2288'STRAIGHT AHEAD ON THE MAIN ROAD FOR 1.45 MI. TO A STILL AND STATION
 BC2288'ON THE LEFT.
 BC2288'
 BC2288'MARK IS A STANDARD TIDAL BENCH-MARK DISK, ESTABLISHED IN 1934, AND
 BC2288'SET IN A 10-IN. TERRA COTTA TILE FILLED WITH CONCRETE AND PROJECTS 2
 BC2288'IN.
 BC2288'
 BC2288'B.M. 2 IS A STANDARD TIDAL BENCH-MARK DISK, PROJECTING 2 IN., AND
 BC2288'IS 134.11 FT. N-NW OF THE STATION N 34 DEG 04 MIN W.
 BC2288'
 BC2288'B.M. 3 IS A STANDARD TIDAL BENCH-MARK DISK, 227.17 FT. N-NW OF THE
 BC2288'STATION N 16 DEG 20 MIN W.
 BC2288'
 BC2288'P.T.S. 11 (U.S.G.S.) IS A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 BC2288'ESTABLISHED IN 1917, AND IS 463.19 FT. E OF THE STATION
 BC2288'S 84 DEG 09 MIN E.
 BC2288
 BC2288                          STATION RECOVERY (1954)
 BC2288
 BC2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2288'THE STATION MARK AND TIDAL BENCH MARKS 2 AND 3 (REFERENCE MARKS)
 BC2288'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES WERE MEASURED AND
 BC2288'FOUND TO BE CORRECT.  P.T.S. 11 (U.S.G.S.) WAS NOT FOUND AFTER A
 BC2288'HALF-HOUR SEARCH BY TWO MEN.  THE AREA IS DENSELY OVERGROWN, AND
 BC2288'EXTENSIVE CLEARING OF LARGE TREES WOULD BE NECESSARY TO MEASURE THE
 BC2288'AZIMUTH AND DISTANCE FROM THE STATION.  THE PUBLISHED DESCRIPTION
 BC2288'IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 BC2288'
 BC2288'THE STATION IS LOCATED ON SATILLA RIVER, ABOUT 4.0 MI. E OF
 BC2288'WOODBINE, AT THE SITE OF THE CEYLON TURPENTINE STILL (NOW ABANDONED
 BC2288'AND RAZED), IN THE OAK THICKET, NEAR THE S END OF THE SMALL
 BC2288'CLEARING BETWEEN THE STILL FOUNDATION AND THE RIVER, ABOUT 82.0 FT.
 BC2288'NE OF THE MEAN HIGH-WATERLINE, 30.0 FT. W OF THE SW CORNER OF THE
 BC2288'4-FT. HIGH FOUNDATION RUINS, 23.0 FT. N OF THE N EDGE OF A DITCH,
 BC2288'17.7 FT. E OF A BLAZED 8-IN. PINE TREE, AND 7.0 FT. NE OF A BLAZED
 BC2288'6-IN. OAK TREE.  THE MARK IS A TIDAL BENCH-MARK DISK, STAMPED CEYLON
 BC2288'NO 1 1934 AND SET IN A CONCRETE-FILLED 8-IN. DRAIN TILE WHICH
 BC2288'PROJECTS 2 IN.
 BC2288'
 BC2288'TIDAL BENCH MARK 2 IS N-NW OF THE STATION, ABOUT 130 FT. NE OF THE
 BC2288'MEAN HIGH-WATERLINE, 69.3 FT. S OF A BLAZED 18-IN. PINE TREE, 25 FT.
 BC2288'W OF THE W BRICK FOUNDATION PIER, AND 12.9 FT. SW OF A BLAZED 10-IN.
 BC2288'PINE TREE.  THE MARK IS A TIDAL BENCH-MARK DISK, STAMPED CEYLON NO
 BC2288'2 1934 AND SET IN A CONCRETE-FILLED 8-IN. DRAIN TILE WHICH
 BC2288'PROJECTS 3 IN.
 BC2288'
 BC2288'TIDAL BENCH MARK 3 IS N-NW OF THE STATION, JUST E OF AN ABANDONED
 BC2288'WHARF RUINS, 37.0 FT. SW OF THE SW CORNER OF AN ABANDONED FRAME
 BC2288'BUILDING, 36.5 FT. W OF A BLAZED 30-IN. OAK TREE, 33.9 FT. NW OF A
 BC2288'BLAZED 48-IN. OAK TREE, AND 5.0 FT. SE OF A BLAZED 40-IN. OAK TREE.
 BC2288'THE MARK IS A TIDAL BENCH-MARK DISK, STAMPED CEYLON NO 3 1934 AND SET
 BC2288'IN A CONCRETE-FILLED 8-IN. DRAIN TILE WHICH PROJECTS 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0811 ***********************************************************************
 BC0811  DESIGNATION -  CEYLON 2 TIDAL STA 58
 BC0811  PID         -  BC0811
 BC0811  STATE/COUNTY-  GA/CAMDEN
 BC0811  USGS QUAD   -  WOODBINE (1993)
 BC0811
 BC0811                         *CURRENT SURVEY CONTROL
 BC0811  ___________________________________________________________________
 BC0811* NAD 83(1986)-  30 57 44.     (N)    081 39 11.     (W)     SCALED    
 BC0811* NAVD 88     -         3.267  (meters)      10.72   (feet)  ADJUSTED  
 BC0811  ___________________________________________________________________
 BC0811  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0811  DYNAMIC HT  -           3.263 (meters)      10.71  (feet)  COMP
 BC0811  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BC0811
 BC0811  VERT ORDER  -  SECOND    CLASS 0
 BC0811
 BC0811.The horizontal coordinates were scaled from a topographic map and have
 BC0811.an estimated accuracy of +/- 6 seconds.
 BC0811
 BC0811.The orthometric height was determined by differential leveling
 BC0811.and adjusted by the National Geodetic Survey in June 1991..
 BC0811
 BC0811.The geoid height was determined by GEOID03.
 BC0811
 BC0811.The dynamic height is computed by dividing the NAVD 88
 BC0811.geopotential number by the normal gravity value computed on the
 BC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0811.degrees latitude (g = 980.6199 gals.).
 BC0811
 BC0811.The modeled gravity was interpolated from observed gravity values.
 BC0811
 BC0811;                    North         East    Units  Estimated Accuracy
 BC0811;SPC GA E     -   106,780.      249,070.      MT  (+/- 180 meters Scaled)
 BC0811
 BC0811                          SUPERSEDED SURVEY CONTROL
 BC0811
 BC0811  NGVD 29 (??/??/92)    3.616  (m)           11.86   (f) ADJ UNCH    2 0
 BC0811
 BC0811.Superseded values are not recommended for survey control.
 BC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0811.See file dsdata.txt to determine how the superseded data were derived.
 BC0811
 BC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ376255(NAD 83)
 BC0811_MARKER: DJ = TIDAL STATION DISK
 BC0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0811_SP_SET: SEWER TILE
 BC0811_STAMPING: CEYLON NO 2 1934
 BC0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0811
 BC0811  HISTORY     - Date     Condition        Report By
 BC0811  HISTORY     - 1934     MONUMENTED       CGS
 BC0811  HISTORY     - 1961     GOOD             NGS
 BC0811
 BC0811                          STATION DESCRIPTION
 BC0811
 BC0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BC0811'5 MI E FROM WOODBINE.
 BC0811'.35 MILES SOUTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC0811'WOODBINE TO ITS JUNCTION WITH THE BLACKTOPPED ROAD AT A CONCRETE
 BC0811'BLOCK CHURCH ON THE NORTH SIDE AND THE WOODBINE WATER TANK ON
 BC0811'THE SOUTH SIDE, THENCE 0.15 MILE EAST ON BLACKTOPPED ROAD TO ITS
 BC0811'END, CROSS A SMALL CONCRETE BRIDGE AND CONTINUE EAST ON GRADED
 BC0811'ROAD FOR 5.05 MILES TO A SHARP BEND IN THE ROAD, 155 FEET SOUTH
 BC0811'OF TIDAL 3, 71 FEET WEST OF AN 8 INCH PINE TREE WITH TRIANGULAR
 BC0811'BLAZE ON THE EAST SIDE OF THE TREE (THE SAME TREE IS ALSO 85
 BC0811'FEET NORTH OF TIDAL 1), AND 13 FEET SOUTHWEST OF A 10 INCH PINE
 BC0811'TREE WITH TRIANGULAR BLAZE ON THE EAST SIDE.  SET IN THE TOP OF
 BC0811'A SEWER TILE FILLED WITH CONCRETE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0812 ***********************************************************************
 BC0812  DESIGNATION -  CEYLON 3 TIDAL STA 58
 BC0812  PID         -  BC0812
 BC0812  STATE/COUNTY-  GA/CAMDEN
 BC0812  USGS QUAD   -  WOODBINE (1993)
 BC0812
 BC0812                         *CURRENT SURVEY CONTROL
 BC0812  ___________________________________________________________________
 BC0812* NAD 83(1986)-  30 57 44.     (N)    081 39 11.     (W)     SCALED    
 BC0812* NAVD 88     -         4.033  (meters)      13.23   (feet)  ADJUSTED  
 BC0812  ___________________________________________________________________
 BC0812  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0812  DYNAMIC HT  -           4.028 (meters)      13.22  (feet)  COMP
 BC0812  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BC0812
 BC0812  VERT ORDER  -  SECOND    CLASS 0
 BC0812
 BC0812.The horizontal coordinates were scaled from a topographic map and have
 BC0812.an estimated accuracy of +/- 6 seconds.
 BC0812
 BC0812.The orthometric height was determined by differential leveling
 BC0812.and adjusted by the National Geodetic Survey in June 1991..
 BC0812
 BC0812.The geoid height was determined by GEOID03.
 BC0812
 BC0812.The dynamic height is computed by dividing the NAVD 88
 BC0812.geopotential number by the normal gravity value computed on the
 BC0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0812.degrees latitude (g = 980.6199 gals.).
 BC0812
 BC0812.The modeled gravity was interpolated from observed gravity values.
 BC0812
 BC0812;                    North         East    Units  Estimated Accuracy
 BC0812;SPC GA E     -   106,780.      249,070.      MT  (+/- 180 meters Scaled)
 BC0812
 BC0812                          SUPERSEDED SURVEY CONTROL
 BC0812
 BC0812  NGVD 29 (??/??/92)    4.383  (m)           14.38   (f) ADJ UNCH    2 0
 BC0812
 BC0812.Superseded values are not recommended for survey control.
 BC0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0812.See file dsdata.txt to determine how the superseded data were derived.
 BC0812
 BC0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ376255(NAD 83)
 BC0812_MARKER: DJ = TIDAL STATION DISK
 BC0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0812_SP_SET: SEWER TILE
 BC0812_STAMPING: CEYLON NO 3 1934
 BC0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0812
 BC0812  HISTORY     - Date     Condition        Report By
 BC0812  HISTORY     - 1934     MONUMENTED       CGS
 BC0812  HISTORY     - 1961     GOOD             NGS
 BC0812
 BC0812                          STATION DESCRIPTION
 BC0812
 BC0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BC0812'5 MI E FROM WOODBINE.
 BC0812'.35 MILES SOUTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC0812'WOODBINE TO ITS JUNCTION WITH THE BLACKTOPPED ROAD AT A CONCRETE
 BC0812'BLOCK CHURCH ON THE NORTH SIDE AND THE WOODBINE WATER TANK ON THE
 BC0812'SOUTH SIDE, THENCE 0.15 MILE EAST ON BLACKTOPPED ROAD TO ITS
 BC0812'END, CROSS A SMALL CONCRETE BRIDGE AND CONTINUE EAST ON GRADED
 BC0812'ROAD FOR 5.05 MILES TO A SHARP BEND IN THE ROAD.  37 FEET
 BC0812'SOUTHWEST OF THE SOUTH CORNER OF A BARN AND 5 FEET EAST OF A 30
 BC0812'INCH OAK TREE.  SET IN THE TOP OF A SEWER TILE FILLED WITH
 BC0812'CONCRETE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC0816 ***********************************************************************
 BC0816  DESIGNATION -  CEYLON RESET
 BC0816  PID         -  BC0816
 BC0816  STATE/COUNTY-  GA/CAMDEN
 BC0816  USGS QUAD   -  WOODBINE (1993)
 BC0816
 BC0816                         *CURRENT SURVEY CONTROL
 BC0816  ___________________________________________________________________
 BC0816* NAD 83(1994)-  30 56 01.74872(N)    081 38 01.00536(W)     ADJUSTED  
 BC0816* NAVD 88     -        12.336  (meters)      40.47   (feet)  ADJUSTED  
 BC0816  ___________________________________________________________________
 BC0816  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BC0816  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BC0816  DYNAMIC HT  -          12.321 (meters)      40.42  (feet)  COMP
 BC0816  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 BC0816
 BC0816  HORZ ORDER  -  FIRST
 BC0816  VERT ORDER  -  SECOND    CLASS 0
 BC0816
 BC0816.The horizontal coordinates were established by classical geodetic methods
 BC0816.and adjusted by the National Geodetic Survey in September 1997..
 BC0816
 BC0816.The orthometric height was determined by differential leveling
 BC0816.and adjusted by the National Geodetic Survey in June 1991..
 BC0816
 BC0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC0816
 BC0816.The geoid height was determined by GEOID03.
 BC0816
 BC0816.The dynamic height is computed by dividing the NAVD 88
 BC0816.geopotential number by the normal gravity value computed on the
 BC0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0816.degrees latitude (g = 980.6199 gals.).
 BC0816
 BC0816.The modeled gravity was interpolated from observed gravity values.
 BC0816
 BC0816;                    North         East     Units Scale Factor Converg.
 BC0816;SPC GA E     -   103,634.979   250,939.315   MT  0.99993200   +0 16 26.5
 BC0816;SPC GA E     -   340,009.09    823,290.07   sFT  0.99993200   +0 16 26.5
 BC0816;UTM  17      - 3,422,439.517   439,469.181   MT  0.99964520   -0 19 32.6
 BC0816
 BC0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC0816!SPC GA E     -   1.00000254  x   0.99993200  =   0.99993454
 BC0816!UTM  17      -   1.00000254  x   0.99964520  =   0.99964773
 BC0816
 BC0816:                Primary Azimuth Mark                     Grid Az
 BC0816:SPC GA E     -  CEYLON AZ MK                             067 44 24.7
 BC0816:UTM  17      -  CEYLON AZ MK                             068 20 23.8
 BC0816
 BC0816|---------------------------------------------------------------------|
 BC0816| PID    Reference Object                     Distance      Geod. Az  |
 BC0816|                                                           dddmmss.s |
 BC0816| CW4769 CEYLON AZ MK                                       0680051.2 |
 BC0816| CW4770 CEYLON RM 1                          50.003 METERS 21511     |
 BC0816| CW4771 CEYLON RM 2                          48.945 METERS 30155     |
 BC0816|---------------------------------------------------------------------|
 BC0816
 BC0816                          SUPERSEDED SURVEY CONTROL
 BC0816
 BC0816  NAD 83(1994)-  30 56 01.75738(N)    081 38 01.00852(W) AD(       ) 1
 BC0816  NAD 83(1986)-  30 56 01.75914(N)    081 38 01.00985(W) AD(       ) 1
 BC0816  NAD 27      -  30 56 00.91900(N)    081 38 01.64100(W) AD(       ) 1
 BC0816  NGVD 29 (??/??/92)   12.687  (m)           41.62   (f) ADJ UNCH    2 0
 BC0816
 BC0816.Superseded values are not recommended for survey control.
 BC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0816.See file dsdata.txt to determine how the superseded data were derived.
 BC0816
 BC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ3946922440(NAD 83)
 BC0816_MARKER: DS = TRIANGULATION STATION DISK
 BC0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BC0816_STAMPING: CEYLON
 BC0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0816+STABILITY: SURFACE MOTION
 BC0816
 BC0816  HISTORY     - Date     Condition        Report By
 BC0816  HISTORY     - 1932     MONUMENTED       CGS
 BC0816  HISTORY     - 1933     GOOD             CGS
 BC0816  HISTORY     - 1935     GOOD             CGS
 BC0816  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BC0816  HISTORY     - 1961     GOOD             NGS
 BC0816
 BC0816                          STATION DESCRIPTION
 BC0816
 BC0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 BC0816'STATION IS ABOUT 5.8 MI. ESE OF WOODBINE.  TO REACH FROM WOODBINE,
 BC0816'GO S ON U.S. ROUTE 17, 3.13 MI. TO A LARGE BRICK STANDARD OIL STATION
 BC0816'ON THE W SIDE OF THE ROAD AT COLESBURG.  TURN SHARP LEFT ONTO DIRT
 BC0816'ROAD AND CONTINUE 3.05 MI. ON MAIN ROAD TO T-INTERSECTION.
 BC0816'CONTINUE E 2.5 MI. TO DIM CROSS ROADS AND STATION.  THE MARK IS 0.5
 BC0816'MI. E OF THE FARM HOUSE OCCUPIED BY J.W. MC KINNEY, 120.9 FT E OF THE
 BC0816'CORNER POST 13, WHICH IS AT THE INTERSECTION MENTIONED ABOVE, 34 FT
 BC0816'E OF A BLAZED 12 IN OAK TREE, 30 FT N OF THE CENTERLINE OF THE EW
 BC0816'ROAD, AND PROJECTS 2 IN ABOVE THE GROUND.  THERE IS A POSTED SIGN
 BC0816'SEA ISLAND CO. IN THE NE ANGLE OF THE CROSSROADS.
 BC0816'
 BC0816'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 BC0816'TABLETS SET IN CONCRETE.
 BC0816'
 BC0816'R.M. 1 IS W OF THE STATION, AT THE ROAD INTERSECTION, 5 FT W OF THE
 BC0816'NS ROAD, 51 FT S OF THE EW ROAD AND PROJECTS 9 IN ABOVE THE GROUND.
 BC0816'
 BC0816'R.M. 2 IS NW OF THE STATION, 165 FT N OF THE CORNER POST AT THE
 BC0816'ROAD INTERSECTION, 8 FT E OF THE CENTERLINE OF THE ROAD LEADING N
 BC0816'AND PROJECTS 8 IN ABOVE THE GROUND.
 BC0816'
 BC0816'THE AZIMUTH MARK IS ABOUT 0.2 MI. E OF THE STATION, AT A POINT WHERE
 BC0816'THE ROAD CURVES S, 21 FT N OF THE CENTERLINE OF THE ROAD, AND
 BC0816'PROJECTS 5 IN ABOVE THE GROUND.
 BC0816'
 BC0816'A 116 FT TOWER WAS ERECTED.
 BC0816'
 BC0816'THIS ENTIRE AREA IS HEAVILY WOODED.
 BC0816
 BC0816                          STATION RECOVERY (1933)
 BC0816
 BC0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC0816'RECOVERED AS DESCRIBED.
 BC0816
 BC0816                          STATION RECOVERY (1935)
 BC0816
 BC0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC0816'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 BC0816'CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 BC0816'AMENDMENTS.  CORNER POST 13 WAS NOT RECOVERED.  THE T INTERSECTION
 BC0816'MENTIONED IN THE ORIGINAL DESCRIPTION WAS FOUND TO BE 3.3 MILES FROM
 BC0816'THE BRICK STANDARD OIL STATION IN CILESBURG, RATHER THAN 3.05 MILES.
 BC0816'R.M. NO. 1 IS 164.05 FEET W. OF THE STATION, RATHER THAN 163.95 FEET
 BC0816'AS SHOWN ON THE ORIGIONAL DESCRIPTION.
 BC0816'
 BC0816'NO OBJECTS WERE VISIBLE FROM THE GROUND TO BE USED FOR CUTS AT THIS
 BC0816'STATION.
 BC0816'
 BC0816'A 103 FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION.
 BC0816
 BC0816                          STATION RECOVERY (1954)
 BC0816
 BC0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC0816'THE STATION MARK WAS FOUND KNOCKED OVER.  A NEW SURFACE MARK WAS
 BC0816'SET DIRECTLY OVER THE UNDERGROUND MARK.  REFERENCE MARK 2 WAS FOUND
 BC0816'LEANING IN A NEARLY HORIZONTAL POSITION.  THE MARK WAS
 BC0816'STRAIGHTENED, REINFORCED WITH CONCRETE, AND RELOCATED AS REFERENCE
 BC0816'MARK 3.  REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.  THE
 BC0816'DISTANCE WAS MEASURED FROM THE UNDERGROUND MARK AND VERIFIES THE
 BC0816'MEASUREMENT OF J.B., JR. IN 1935.  THE AZIMUTH MARK IS DESTROYED.
 BC0816'IT WAS FOUND BROKEN OFF AND LYING ON THE ROAD SHOULDER.  A NEW
 BC0816'DESCRIPTION FOLLOWS--
 BC0816'
 BC0816'THE STATION IS LOCATED ABOUT 5.8 MI. SE OF WOODBINE, 5.0 MI.  E OF
 BC0816'COLESBURG, ON THE PROPERTY OF THE BRUNSWICK PULP COMPANY, 0.5 MI. E
 BC0816'OF A TWO-STORY FRAME FARMHOUSE, ON THE CREST OF A SANDY PINE RIDGE,
 BC0816'IN THE NE QUADRANT OF THE INTERSECTION OF THE MAIN GRADED ROAD AND A
 BC0816'WOODS ROAD LEADING N, 70.0 FT.  NE OF THE CENTER OF THE
 BC0816'INTERSECTION, 23.0 FT. N OF THE CENTER OF THE GRADED ROAD, AND 2.5
 BC0816'FT. S OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 BC0816'STAMPED CEYLON 1932 1954 AND PROJECTING 3 IN.
 BC0816'
 BC0816'TO REACH THE STATION FROM COLESBURG, AT THE TWO-STORY BRICK STORE
 BC0816'AND FILLING STATION, TRAVEL NE FROM HIGHWAY 17 ON A GRADED ROAD
 BC0816'OPPOSITE THE STORE FOR 0.8 MI. TO A T-INTERSECTION, TURN RIGHT (E)
 BC0816'AND PROCEED 0.8 MI. TO A FORK, BEAR RIGHT AND CONTINUE FOR 1.6 MI.
 BC0816'TO A T-INTERSECTION AND GATE, KEEP STRAIGHT FOR 2.4 MI. TO THE
 BC0816'CREST OF A SAND RIDGE AND THE STATION.
 BC0816'
 BC0816'REFERENCE MARK 1 IS SW OF THE STATION, 98.0 FT. SW OF THE
 BC0816'INTERSECTION, AND 63.0 FT. S OF THE CENTER OF THE ROAD.  THE MARK
 BC0816'IS A REFERENCE-MARK DISK STAMPED CEYLON
 BC0816'NO 1 1932 AND PROJECTING 8 IN.
 BC0816'
 BC0816'REFERENCE MARK 3 IS NW OF THE STATION, 153.0 FT. N OF THE CENTER OF
 BC0816'THE GRADED ROAD, AND 7.7 FT. E OF THE CENTER OF THE WOODS ROAD.  THE
 BC0816'MARK IS A REFERENCE-MARK DISK STAMPED
 BC0816'CEYLON NO 3 1932 1954 AND PROJECTING 8 IN.
 BC0816
 BC0816                          STATION RECOVERY (1961)
 BC0816
 BC0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BC0816'7.4 MI SE FROM WOODBINE.
 BC0816'2.4 MILES SOUTH ON U.S. HIGHWAY 17 FROM THE POST OFFICE IN
 BC0816'WOODBINE THENCE 2.65 MILES EAST ON BLACKTOPPED ROAD FROM HORNES
 BC0816'VARITY STORE TO A LOCKED GATE, CONTINUE EAST ON GRADED ROAD FOR
 BC0816'2.4 MILES.  30 FEET NORTH OF THE CENTER LINE OF THE ROAD RUNNING
 BC0816'EAST AND WEST, .05 MILE EAST OF THE ROAD LEADING NORTH AND 2 FEET
 BC0816'SOUTH OF A WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE
 BC0816'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1732 ***********************************************************************
 DF1732  DESIGNATION -  CHALKER
 DF1732  PID         -  DF1732
 DF1732  STATE/COUNTY-  GA/WASHINGTON
 DF1732  USGS QUAD   -  MITCHELL (1972)
 DF1732
 DF1732                         *CURRENT SURVEY CONTROL
 DF1732  ___________________________________________________________________
 DF1732* NAD 83(1994)-  33 08 12.27546(N)    082 44 29.89076(W)     ADJUSTED  
 DF1732* NAVD 88     -       144.9    (meters)     475.     (feet)  VERTCON   
 DF1732  ___________________________________________________________________
 DF1732  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DF1732  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF1732
 DF1732  HORZ ORDER  -  FIRST
 DF1732
 DF1732.The horizontal coordinates were established by classical geodetic methods
 DF1732.and adjusted by the National Geodetic Survey in September 1997..
 DF1732
 DF1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1732
 DF1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1732
 DF1732.The geoid height was determined by GEOID03.
 DF1732
 DF1732;                    North         East     Units Scale Factor Converg.
 DF1732;SPC GA E     -   347,912.600   146,355.277   MT  0.99993547   -0 18 51.5
 DF1732;SPC GA E     - 1,141,443.26    480,167.27   sFT  0.99993547   -0 18 51.5
 DF1732;UTM  17      - 3,667,796.430   337,544.879   MT  0.99992540   -0 57 08.1
 DF1732
 DF1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1732!SPC GA E     -   0.99998171  x   0.99993547  =   0.99991718
 DF1732!UTM  17      -   0.99998171  x   0.99992540  =   0.99990711
 DF1732
 DF1732:                Primary Azimuth Mark                     Grid Az
 DF1732:SPC GA E     -  LAMB                                     096 19 48.6
 DF1732:UTM  17      -  LAMB                                     096 58 05.2
 DF1732
 DF1732|---------------------------------------------------------------------|
 DF1732| PID    Reference Object                     Distance      Geod. Az  |
 DF1732|                                                           dddmmss.s |
 DF1732| DF1695 LAMB                                APPROX.12.1 KM 0960057.1 |
 DF1732| DF3006 CHALKER RM 1                         20.477 METERS 21653     |
 DF1732| DF3007 CHALKER RM 2                         24.068 METERS 32008     |
 DF1732|---------------------------------------------------------------------|
 DF1732
 DF1732                          SUPERSEDED SURVEY CONTROL
 DF1732
 DF1732  NAD 83(1986)-  33 08 12.28021(N)    082 44 29.88862(W) AD(       ) 1
 DF1732  NAD 27      -  33 08 11.74066(N)    082 44 30.39928(W) AD(       ) 1
 DF1732  NGVD 29 (07/19/86)  145.1    (m)          476.     (f) VERT ANG       
 DF1732
 DF1732.Superseded values are not recommended for survey control.
 DF1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1732.See file dsdata.txt to determine how the superseded data were derived.
 DF1732
 DF1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3754567796(NAD 83)
 DF1732_MARKER: DS = TRIANGULATION STATION DISK
 DF1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1732
 DF1732  HISTORY     - Date     Condition        Report By
 DF1732  HISTORY     - 1976     MONUMENTED       NGS
 DF1732
 DF1732                          STATION DESCRIPTION
 DF1732
 DF1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ILC)
 DF1732'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF
 DF1732'SANDERSVILLE, 10-1/4 MILES WEST-NORTHWEST OF GRANGE AND 4
 DF1732'MILES EAST-NORTHEAST OF WARTHEN ON PROPERTY OWNED BY THE
 DF1732'UNION CAMP PAPER COMPANY, LOUISVILLE, GEORGIA, WHOSE
 DF1732'PHONE NUMBER IS 912-625-7296.
 DF1732'
 DF1732'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DF1732'15 AND 102 IN WARTHEN, GO NORTH ON STATE HIGHWAY 102 FOR
 DF1732'1.5 MILES TO A PAVED CROSSROAD, STATE HIGHWAY 248 ON THE
 DF1732'LEFT AND COUNTY ROAD 91462 ON THE RIGHT. TURN SHARP TO THE
 DF1732'RIGHT AND GO SOUTHEAST ON COUNTY ROAD 91462 FOR 0.6 MILE
 DF1732'TO A SIDE ROAD ON THE LEFT. TURN LEFT AND GO NORTHEAST
 DF1732'ON THE DIRT ROAD FOR 1.0 MILE TO A FORK. TAKE THE RIGHT
 DF1732'FORK AND GO EAST ON THE MAIN DIRT ROAD FOR 2.0 MILES TO
 DF1732'A T-ROAD JUNCTION. TURN LEFT AND GO NORTHEAST ON THE
 DF1732'DIRT ROAD FOR 0.5 MILE TO A FORK AND THE STATION ON THE
 DF1732'LEFT.
 DF1732'
 DF1732'THE STATION MARKS, STAMPED---CHALKER 1976---, ARE STANDARD
 DF1732'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 DF1732'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 DF1732'THE GROUND SURFACE. IT IS 42 FEET NORTHWEST OF THE CENTER
 DF1732'OF THE DIRT ROAD AND 4.2 FEET WEST OF A METAL WITNESS POST.
 DF1732'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 DF1732'OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE. THERE IS A
 DF1732'MAGNET EMBEDDED IN THE UNDERGROUND MONUMENT AND A METAL ROD
 DF1732'EMBEDDED IN THE SURFACE MONUMENT.
 DF1732'
 DF1732'REFERENCE MARK 1, STAMPED---CHALKER NO 1 1976---, IS A STANDARD
 DF1732'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1732'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 17 FEET
 DF1732'NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 1.4 FEET EAST OF
 DF1732'A METAL WITNESS POST.
 DF1732'
 DF1732'REFERENCE MARK 2, STAMPED---CHALKER NO 2 1976---, IS A STANDARD
 DF1732'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1732'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 121 FEET
 DF1732'NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 2.7 FEET SOUTHEAST
 DF1732'OF A METAL WITNESS POST.
 DF1732'
 DF1732'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 DF1732'
 DF1732'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1363 ***********************************************************************
 CL1363  DESIGNATION -  CHALK=F 25
 CL1363  PID         -  CL1363
 CL1363  STATE/COUNTY-  GA/TWIGGS
 CL1363  USGS QUAD   -  DRY BRANCH (1985)
 CL1363
 CL1363                         *CURRENT SURVEY CONTROL
 CL1363  ___________________________________________________________________
 CL1363* NAD 83(1994)-  32 45 58.33486(N)    083 28 26.41549(W)     ADJUSTED  
 CL1363* NAVD 88     -       152.255  (meters)     499.52   (feet)  POSTED    
 CL1363  ___________________________________________________________________
 CL1363  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL1363  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CL1363  DYNAMIC HT  -         152.090 (meters)     498.98  (feet)  COMP
 CL1363  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 CL1363
 CL1363  HORZ ORDER  -  FIRST
 CL1363  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1363
 CL1363.The horizontal coordinates were established by classical geodetic methods
 CL1363.and adjusted by the National Geodetic Survey in September 1997..
 CL1363
 CL1363.The orthometric height was determined by differential leveling
 CL1363.and adjusted by the National Geodetic Survey in 1992..
 CL1363.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1363.rate of 1.1 thru 2.0 mm/km.
 CL1363
 CL1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1363
 CL1363.The geoid height was determined by GEOID03.
 CL1363
 CL1363.The dynamic height is computed by dividing the NAVD 88
 CL1363.geopotential number by the normal gravity value computed on the
 CL1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1363.degrees latitude (g = 980.6199 gals.).
 CL1363
 CL1363.The modeled gravity was interpolated from observed gravity values.
 CL1363
 CL1363;                    North         East     Units Scale Factor Converg.
 CL1363;SPC GA W     -   306,887.764   764,895.878   MT  0.99995191   +0 22 29.6
 CL1363;SPC GA W     - 1,006,847.61  2,509,495.89   sFT  0.99995191   +0 22 29.6
 CL1363;UTM  17      - 3,628,077.725   268,251.161   MT  1.00026229   -1 20 22.4
 CL1363
 CL1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1363!SPC GA W     -   0.99998038  x   0.99995191  =   0.99993229
 CL1363!UTM  17      -   0.99998038  x   1.00026229  =   1.00024266
 CL1363
 CL1363|---------------------------------------------------------------------|
 CL1363| PID    Reference Object                     Distance      Geod. Az  |
 CL1363|                                                           dddmmss.s |
 CL1363| CL1362 MILL=G 25                           358.415 METERS 14953     |
 CL1363| CL3036 CHALK RM                                           24030     |
 CL1363|---------------------------------------------------------------------|
 CL1363
 CL1363                          SUPERSEDED SURVEY CONTROL
 CL1363
 CL1363  NAD 83(1986)-  32 45 58.33617(N)    083 28 26.41751(W) AD(       ) 1
 CL1363  NAD 27      -  32 45 57.82800(N)    083 28 26.78000(W) AD(       ) 1
 CL1363
 CL1363.Superseded values are not recommended for survey control.
 CL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1363.See file dsdata.txt to determine how the superseded data were derived.
 CL1363
 CL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6825128078(NAD 83)
 CL1363_MARKER: DS = TRIANGULATION STATION DISK
 CL1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1363
 CL1363  HISTORY     - Date     Condition        Report By
 CL1363  HISTORY     - 1918     MONUMENTED       CGS
 CL1363  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1363  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1363
 CL1363                          STATION DESCRIPTION
 CL1363
 CL1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWF)
 CL1363'AT PIKES PEAK, ON THE MACON, DUBLIN AND SAVANNAH RAILWAY, 100
 CL1363'METERS (328 FEET) WEST OF VIADUCT BRIDGE.  2.855 METERS (9.37
 CL1363'FEET) NORTH OF NORTH RAIL, ON EASTWARD TANGENT OF NORTH RAIL.
 CL1363'REFERENCE MARK IS HALF-WAY
 CL1363'UP BANK ON SOUTH SIDE ON A SLIGHT BENCH.  17.102 METERS (56.11
 CL1363'FEET) FROM STATION IN GRID AZIMUTH 60 DEG 08 MIN.
 CL1363
 CL1363                          STATION RECOVERY (1922)
 CL1363
 CL1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 CL1363'UNABLE TO LOCATE STATION AND REFERENCE MARKS.
 CL1363
 CL1363                          STATION RECOVERY (1949)
 CL1363
 CL1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1363'THE LOCATION IS ABOUT 2.7 MILES SE ALONG THE MACON, DUBLIN
 CL1363'AND SAVANNAH RAILROAD FROM THE RAILROAD DEPOT AT DRY BRANCH
 CL1363'OR ABOUT 100 METERS (328 FEET) NW OF THE HIGHWAY-OVER-RAILROAD
 CL1363'BRIDGE AT PIKES PEAK.
 CL1363'
 CL1363'IT IS SUSPECTED THAT DITCH CLEANING OPERATIONS OF THE RAILROAD
 CL1363'HAVE REMOVED THE STATION MARK, AND THAT SMALL LANDSLIDES IN
 CL1363'THE STEEP HIGH BANKS OF THE RAILROAD CUT HAVE COVERED OR
 CL1363'REMOVED THE REFERENCE MARK.  PROBING ALONG THE PROJECTED RAIL
 CL1363'TANGENT FOR THE STATION MARK AND LOOKING FOR THE REFERENCE
 CL1363'MARK FAILED TO FIND ANY EVIDENCE OF EITHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4265 ***********************************************************************
 CK4265  DESIGNATION -  CHALLSTROM
 CK4265  PID         -  CK4265
 CK4265  STATE/COUNTY-  GA/TATTNALL
 CK4265  USGS QUAD   -  DEANS CROSSING (1975)
 CK4265
 CK4265                         *CURRENT SURVEY CONTROL
 CK4265  ___________________________________________________________________
 CK4265* NAD 83(1994)-  32 00 57.47699(N)    081 54 54.86270(W)     ADJUSTED  
 CK4265* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 CK4265  ___________________________________________________________________
 CK4265  X           -     761,292.729 (meters)                     COMP
 CK4265  Y           -  -5,359,340.008 (meters)                     COMP
 CK4265  Z           -   3,361,945.715 (meters)                     COMP
 CK4265  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CK4265  ELLIP HEIGHT-          24.57  (meters)          (09/03/97) GPS OBS
 CK4265  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 CK4265
 CK4265  HORZ ORDER  -  FIRST
 CK4265  ELLP ORDER  -  FOURTH    CLASS II
 CK4265
 CK4265.The horizontal coordinates were established by GPS observations
 CK4265.and adjusted by the National Geodetic Survey in September 1997..
 CK4265
 CK4265.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4265
 CK4265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK4265
 CK4265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4265
 CK4265.The ellipsoidal height was determined by GPS observations
 CK4265.and is referenced to NAD 83.
 CK4265
 CK4265.The geoid height was determined by GEOID03.
 CK4265
 CK4265;                    North         East     Units Scale Factor Converg.
 CK4265;SPC GA E     -   223,514.716   223,751.670   MT  0.99990695   +0 07 59.9
 CK4265;SPC GA E     -   733,314.53    734,091.94   sFT  0.99990695   +0 07 59.9
 CK4265;UTM  17      - 3,542,571.405   413,564.086   MT  0.99969214   -0 29 06.9
 CK4265
 CK4265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4265!SPC GA E     -   0.99999614  x   0.99990695  =   0.99990309
 CK4265!UTM  17      -   0.99999614  x   0.99969214  =   0.99968828
 CK4265
 CK4265:                Primary Azimuth Mark                     Grid Az
 CK4265:SPC GA E     -  CHALLSTROM AZ MK                         008 27 36.4
 CK4265:UTM  17      -  CHALLSTROM AZ MK                         009 04 43.2
 CK4265
 CK4265|---------------------------------------------------------------------|
 CK4265| PID    Reference Object                     Distance      Geod. Az  |
 CK4265|                                                           dddmmss.s |
 CK4265| CK6017 CHALLSTROM AZ MK                    APPROX. 0.5 KM 0083536.3 |
 CK4265| CK6019 CHALLSTROM RM 2                      25.458 METERS 08935     |
 CK4265| CK6018 CHALLSTROM RM 1                      23.527 METERS 35746     |
 CK4265|---------------------------------------------------------------------|
 CK4265
 CK4265                          SUPERSEDED SURVEY CONTROL
 CK4265
 CK4265  NAD 83(1986)-  32 00 57.48173(N)    081 54 54.86911(W) AD(       ) 1
 CK4265  NGVD 29 (09/27/88)   54.6    (m)          179.     (f) GPS OBS        
 CK4265
 CK4265.Superseded values are not recommended for survey control.
 CK4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4265.See file dsdata.txt to determine how the superseded data were derived.
 CK4265
 CK4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1356442571(NAD 83)
 CK4265_MARKER: DD = SURVEY DISK
 CK4265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4265_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK4265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4265+STABILITY: SURFACE MOTION
 CK4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK4265+SATELLITE: SATELLITE OBSERVATIONS - 1985
 CK4265
 CK4265  HISTORY     - Date     Condition        Report By
 CK4265  HISTORY     - 1982     MONUMENTED       GADT
 CK4265  HISTORY     - 1985     GOOD             GADT
 CK4265
 CK4265                          STATION DESCRIPTION
 CK4265
 CK4265'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK4265'THE STATION IS LOCATED APPROXIMATELY 8.85 KM (5.5 MI) NORTH
 CK4265'FROM GLENNVILLE, 15.95 KM (9,9 MI) SOUTH FROM CLAXTON, AND
 CK4265'16.1 KM (10 MI) SOUTH-SOUTHEAST FROM BELLVILLE.
 CK4265'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK4265'
 CK4265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK4265'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 144
 CK4265'(STATE ROUTE 23) IN GLENNVILLE, GO NORTH ALONG U.S. HIGHWAY 301
 CK4265'FOR 5.4 KM (3.35 MI) TO THE CENTER OF A CONCRETE BRIDGE
 CK4265'CROSSING BEARDS CREEK.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY
 CK4265'301 FOR 3.85 KM (2.4 MI) TO THE JUNCTION OF STATE ROUTE 250 TO
 CK4265'THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR
 CK4265'1.45 KM (0.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 435 TO THE
 CK4265'RIGHT AND THE STATION ON THE LEFT.
 CK4265'
 CK4265'THE STATION IS A STANDARD GADT DISK
 CK4265'STAMPED---CHALLSTROM 1982---,
 CK4265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4265'FLUSH WITH GROUND.  IT IS LOCATED
 CK4265'11.25 METERS (36.90 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CK4265'8.56 METERS (28.10 FT) SOUTHEAST FROM AN UNDERGROUND TELEPHONE
 CK4265'CABLE PEDESTAL,
 CK4265'25.18 METERS (82.60 FT) NORTH-NORTHEAST FROM THE CORNER POST OF
 CK4265'A HOG WIRE FENCE,
 CK4265'26.64 METERS (87.40 FT) WEST-NORTHWEST FROM A POWER POLE ON THE
 CK4265'EAST SIDE OF THE HIGHWAY, AND
 CK4265'1.1 METERS (3.6 FT) EAST FROM A METAL WITNESS POST.
 CK4265'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4265'STAMPED---CHALLSTROM 1982---,
 CK4265'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK4265'
 CK4265'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4265'STAMPED---CHALLSTROM 1982 RM 1---,
 CK4265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4265'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4265'14.45 METERS (47.40 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY,
 CK4265'15.54 METERS (51.00 FT) NORTH-NORTHEAST FROM THE UNDERGROUND
 CK4265'TELEPHONE CABLE PEDESTAL,
 CK4265'38.83 METERS (127.4 FT) NORTHWEST FROM THE POWER POLE ON THE
 CK4265'EAST SIDE OF THE HIGHWAY, AND
 CK4265'1.13 METERS (3.7 FT) EAST FROM A METAL WITNESS POST.
 CK4265'MARK IS ABOVE STATION 0.15 METERS.
 CK4265'
 CK4265'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK4265'STAMPED---CHALLSTROM 1982 RM 2---,
 CK4265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4265'FLUSH WITH GROUND.  IT IS LOCATED
 CK4265'14.36 METERS (47.10 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 CK4265'40.48 METERS (132.8 FT) NORTHEAST FROM THE CORNER POST OF THE
 CK4265'HOG WIRE FENCE,
 CK4265'4.85 METERS (15.90 FT) NORTH FROM THE POWER POLE, AND
 CK4265'0.91 METER (3 FT) WEST FROM A METAL WITNESS POST.
 CK4265'MARK IS LEVEL WITH STATION.
 CK4265'
 CK4265'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK4265'STAMPED---CHALLSTROM 1982 AZ MK---,
 CK4265'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4265'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK4265'11.55 METERS (37.90 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 CK4265'39.84 METERS (130.7 FT) NORTH FROM AN UNDERGROUND TELEPHONE
 CK4265'CABLE PEDESTAL,
 CK4265'25.83 METERS (83.10 FT) EAST-NORTHEAST FROM THE NORTH END OF AN
 CK4265'18 INCH CONCRETE SIDE DRAIN PIPE UNDER A DRIVEWAY TO THE WEST
 CK4265'SOUTH FROM ANOTHER DRIVEWAY TO THE WEST, AND
 CK4265'1.19 METERS (3.9 FT) WEST FROM A METAL WITNESS POST.
 CK4265'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 CK4265'U.S. HIGHWAY 301 FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON THE
 CK4265'RIGHT.
 CK4265'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK4265'STAMPED---CHALLSTROM 1982 AZ MK---,
 CK4265'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW GROUND.
 CK4265'
 CK4265'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.7 METERS.
 CK4265'
 CK4265'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK4265'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK4265'
 CK4265'DESCRIBED BY W.M. JONES.
 CK4265
 CK4265                          STATION RECOVERY (1985)
 CK4265
 CK4265'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 CK4265'THE STATION WAS RECOVERED AT THIS DATE.
 CK4265'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CK4265'FOUND IN GOOD CONDITION AS RECOVERED IN 1982.  THE STATION WAS
 CK4265'OCCUPIED BY GLOBAL POSITIONING SYSTEM FOR CONTROL OF PROJECT
 CK4265'VICINITY OF GLENNVILLE GEORGIA AREA.
 CK4265'DESCRIBED BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6017 ***********************************************************************
 CK6017  DESIGNATION -  CHALLSTROM AZ MK
 CK6017  PID         -  CK6017
 CK6017  STATE/COUNTY-  GA/TATTNALL
 CK6017  USGS QUAD   -  DEANS CROSSING (1975)
 CK6017
 CK6017                         *CURRENT SURVEY CONTROL
 CK6017  ___________________________________________________________________
 CK6017* NAD 83(1994)-  32 01 14.46679(N)    081 54 51.84911(W)     ADJUSTED  
 CK6017* NAVD 88     -        54.     (meters)     177.     (feet)  VERTCON   
 CK6017  ___________________________________________________________________
 CK6017  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CK6017  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 CK6017
 CK6017  HORZ ORDER  -  SECOND
 CK6017
 CK6017.The horizontal coordinates were established by classical geodetic methods
 CK6017.and adjusted by the National Geodetic Survey in September 1997..
 CK6017
 CK6017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6017
 CK6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6017
 CK6017.The geoid height was determined by GEOID03.
 CK6017
 CK6017;                    North         East     Units Scale Factor Converg.
 CK6017;SPC GA E     -   224,038.170   223,829.528   MT  0.99990700   +0 08 01.5
 CK6017;SPC GA E     -   735,031.90    734,347.38   sFT  0.99990700   +0 08 01.5
 CK6017;UTM  17      - 3,543,093.876   413,647.573   MT  0.99969196   -0 29 05.5
 CK6017
 CK6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6017!SPC GA E     -   0.99999621  x   0.99990700  =   0.99990321
 CK6017!UTM  17      -   0.99999621  x   0.99969196  =   0.99968817
 CK6017
 CK6017                          SUPERSEDED SURVEY CONTROL
 CK6017
 CK6017  NAD 83(1986)-  32 01 14.47154(N)    081 54 51.85555(W) AD(       ) 2
 CK6017  NGVD 29 (10/08/91)   54.     (m)          177.     (f) VERT ANG       
 CK6017
 CK6017.Superseded values are not recommended for survey control.
 CK6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6017.See file dsdata.txt to determine how the superseded data were derived.
 CK6017
 CK6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1364843094(NAD 83)
 CK6017_MARKER: DD = SURVEY DISK
 CK6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6017+STABILITY: SURFACE MOTION
 CK6017
 CK6017  HISTORY     - Date     Condition        Report By
 CK6017  HISTORY     - 1982     MONUMENTED       GADT
 CK6017
 CK6017                          STATION DESCRIPTION
 CK6017
 CK6017'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6017'THE STATION IS LOCATED ABOUT 9.35 KM (5.8 MI) NORTH FROM
 CK6017'GLENNVILLE, 15.45 KM (9.6 MI) SOUTH FROM CLAXTON, AND 15.8 KM
 CK6017'(9.8 MI) SOUTH-SOUTHEAST FROM GLENNVILLE.
 CK6017'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6017'
 CK6017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301,
 CK6017'(U.S. HIGHWAY 25 AND STATE ROUTE 73) AND STATE ROUTE 144
 CK6017'(STATE ROUTE 23) IN GLENNVILLE, GO NORTH ALONG U.S. HIGHWAY 301
 CK6017'FOR 5.4 KM (3.35 MI) TO THE CENTER OF A CONCRETE BRIDGE
 CK6017'CROSSING BEARDS CREEK.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY
 CK6017'301 FOR 3.85 KM (2.4 MI) TO THE JUNCTION OF STATE ROUTE 250 TO
 CK6017'THE RIGHT.  CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 1.45
 CK6017'KM (0.9 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 435 TO THE RIGHT.
 CK6017'CONTINUE GOING NORTH ALONG U.S. HIGHWAY 301 FOR 0.5 KM (0.3 MI)
 CK6017'TO THE STATION ON THE RIGHT.
 CK6017'
 CK6017'THE STATION IS A STANDARD GADT DISK
 CK6017'STAMPED---CHALLSTROM 1982 AZ MK---,
 CK6017'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6017'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6017'11.55 METERS (37.90 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 CK6017'39.84 METERS (130.7 FT) NORTH FROM AN UNDERGROUND TELEPHONE
 CK6017'CABLE PEDESTAL,
 CK6017'25.83 METERS (83.10 FT) EAST-NORTHEAST FROM THE NORTH END OF AN
 CK6017'18 INCH CONCRETE SIDE DRAIN PIPE ON THE WEST SIDE OF THE HIGHWAY,
 CK6017'1.19 METERS (3.9 FT) WEST FROM A METAL WITNESS POST.
 CK6017'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6017'STAMPED---CHALLSTROM 1982 AZ MK---,
 CK6017'SET INTO AN IRREGULAR MASS OF CONCRETE .92 METERS BELOW THE SURFACE.
 CK6017'
 CK6017'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6017'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP TATTNALL
 CK6017'COUNTY GEORGIA 1976.  REVISED OCTOBER 1976.
 CK6017'
 CK6017'DESCRIBED BY W.M. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1956 ***********************************************************************
 BT1956  DESIGNATION -  CHAMB
 BT1956  PID         -  BT1956
 BT1956  STATE/COUNTY-  GA/TERRELL
 BT1956  USGS QUAD   -  PARROTT (1972)
 BT1956
 BT1956                         *CURRENT SURVEY CONTROL
 BT1956  ___________________________________________________________________
 BT1956* NAD 83(1994)-  31 55 04.17049(N)    084 32 19.28703(W)     ADJUSTED  
 BT1956* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 BT1956  ___________________________________________________________________
 BT1956  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BT1956  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BT1956
 BT1956  HORZ ORDER  -  FIRST
 BT1956
 BT1956.The horizontal coordinates were established by classical geodetic methods
 BT1956.and adjusted by the National Geodetic Survey in September 1997..
 BT1956
 BT1956.The orthometric height was scaled from a topographic map.
 BT1956
 BT1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1956
 BT1956.The geoid height was determined by GEOID03.
 BT1956
 BT1956;                    North         East     Units Scale Factor Converg.
 BT1956;SPC GA W     -   212,666.112   664,818.359   MT  0.99991526   -0 11 48.1
 BT1956;SPC GA W     -   697,722.07  2,181,158.23   sFT  0.99991526   -0 11 48.1
 BT1956;UTM  16      - 3,533,971.087   732,722.714   MT  1.00026799   +1 18 06.8
 BT1956
 BT1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1956!SPC GA W     -   0.99998139  x   0.99991526  =   0.99989665
 BT1956!UTM  16      -   0.99998139  x   1.00026799  =   1.00024938
 BT1956
 BT1956|---------------------------------------------------------------------|
 BT1956| PID    Reference Object                     Distance      Geod. Az  |
 BT1956|                                                           dddmmss.s |
 BT1956| CY9220 CHAMB RM                             15.670 METERS 04249     |
 BT1956| BT1957 PARROTT B                           APPROX. 2.5 KM 1351417.1 |
 BT1956|---------------------------------------------------------------------|
 BT1956
 BT1956                          SUPERSEDED SURVEY CONTROL
 BT1956
 BT1956  NAD 83(1994)-  31 55 04.17606(N)    084 32 19.28985(W) AD(       ) 1
 BT1956  NAD 83(1986)-  31 55 04.17592(N)    084 32 19.28998(W) AD(       ) 1
 BT1956  NAD 27      -  31 55 03.60600(N)    084 32 19.57800(W) AD(       ) 1
 BT1956
 BT1956.Superseded values are not recommended for survey control.
 BT1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1956.See file dsdata.txt to determine how the superseded data were derived.
 BT1956
 BT1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3272333971(NAD 83)
 BT1956_MARKER: DS = TRIANGULATION STATION DISK
 BT1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1956
 BT1956  HISTORY     - Date     Condition        Report By
 BT1956  HISTORY     - 1917     MONUMENTED       CGS
 BT1956  HISTORY     - 1935     GOOD             CGS
 BT1956
 BT1956                          STATION DESCRIPTION
 BT1956
 BT1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1956'ABOUT 2.5 MILES NORTH OF DEPOT AT PARROTT ON SEABOARD AIR
 BT1956'LINE RAILWAY, ON WEST BANK OF AN 8-FOOT CUT, 21.9 FEET WEST
 BT1956'OF WEST RAIL, ABOUT 1200 FEET SOUTH OF MILEPOST 54, 80 FEET
 BT1956'SOUTHEAST OF SOUTHEAST CORNER OF FARMHOUSE AND APPROXIMATELY
 BT1956'250 FEET SOUTH OF A FARM ROAD CROSSING.  REFERENCE MARK, A STANDARD
 BT1956'DISK SET IN AN IRREGULAR MASS OF CONCRETE,
 BT1956'IS 15.67 METERS (51.4 FEET) FROM STATION
 BT1956'IN GRID AZIMUTH 223 DEG 00 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2748 ***********************************************************************
 DG2748  DESIGNATION -  CHAMBLEE COUNTY TANK
 DG2748  PID         -  DG2748
 DG2748  STATE/COUNTY-  GA/DE KALB
 DG2748  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2748
 DG2748                         *CURRENT SURVEY CONTROL
 DG2748  ___________________________________________________________________
 DG2748* NAD 83(1994)-  33 51 55.00698(N)    084 20 19.55056(W)     ADJUSTED  
 DG2748* NAVD 88     -                                                        
 DG2748  ___________________________________________________________________
 DG2748  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DG2748  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG2748
 DG2748  HORZ ORDER  -  THIRD
 DG2748
 DG2748.The horizontal coordinates were established by classical geodetic methods
 DG2748.and adjusted by the National Geodetic Survey in September 1997..
 DG2748
 DG2748
 DG2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2748
 DG2748.The geoid height was determined by GEOID03.
 DG2748
 DG2748;                    North         East     Units Scale Factor Converg.
 DG2748;SPC GA W     -   428,575.178   684,077.348   MT  0.99990312   -0 05 45.2
 DG2748;SPC GA W     - 1,406,083.73  2,244,343.77   sFT  0.99990312   -0 05 45.2
 DG2748;UTM  16      - 3,750,405.871   746,180.473   MT  1.00034718   +1 29 01.3
 DG2748
 DG2748                          SUPERSEDED SURVEY CONTROL
 DG2748
 DG2748  NAD 83(1994)-  33 51 55.01211(N)    084 20 19.55069(W) AD(       ) 4
 DG2748  NAD 83(1986)-  33 51 55.01147(N)    084 20 19.54988(W) AD(       ) 4
 DG2748  NAD 27      -  33 51 54.64139(N)    084 20 19.82754(W) AD(       ) 3
 DG2748
 DG2748.Superseded values are not recommended for survey control.
 DG2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2748.See file dsdata.txt to determine how the superseded data were derived.
 DG2748
 DG2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4618050406(NAD 83)
 DG2748_MARKER: 53 = ELEVATED TANK
 DG2748
 DG2748  HISTORY     - Date     Condition        Report By
 DG2748  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2748
 DG2748                          STATION DESCRIPTION
 DG2748
 DG2748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2748'THE STATION IS THE BALL ATOP AND CENTER OF THE DEKALB COUNTY
 DG2748'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP
 DG2748'AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR STEEL TRUSS-WORK
 DG2748'LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120 FEET
 DG2748'HIGH.  THE TANK IS LOCATED ON THE GROUNDS OF THE OLD VETERANS
 DG2748'ADMINISTRATION HOSPITAL THAT IS NOW OWNED BY THE DEKALB COUNTY
 DG2748'BUILDING AND GROUNDS DEPARTMENT.  THE TANK IS NOT IN USE AT THE
 DG2748'PRESENT TIME.
 DG2748'
 DG2748'STATION IS LOCATED IN THE NORTHEAST SECTION OF ATLANTA, AT THE
 DG2748'SOUTHWEST EDGE OF CHAMBLEE ON THE GROUNDS OF THE OLD VETERANS
 DG2748'HOSPITAL.
 DG2748'
 DG2748'A TRAVERSE TIE WAS MADE TO TRIANGULATION STATION HOSPITAL 1927,
 DG2748'THE DISTANCE BEING 10.23 FEET, (3.12 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1965 ***********************************************************************
 BT1965  DESIGNATION -  CHAMBLISS TV STA WACS MAST
 BT1965  PID         -  BT1965
 BT1965  STATE/COUNTY-  GA/WEBSTER
 BT1965  USGS QUAD   -  PARROTT (1972)
 BT1965
 BT1965                         *CURRENT SURVEY CONTROL
 BT1965  ___________________________________________________________________
 BT1965* NAD 83(1994)-  31 56 12.37757(N)    084 33 12.88162(W)     ADJUSTED  
 BT1965* NAVD 88     -                                                        
 BT1965  ___________________________________________________________________
 BT1965  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 BT1965  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BT1965
 BT1965  HORZ ORDER  -  THIRD
 BT1965
 BT1965.The horizontal coordinates were established by classical geodetic methods
 BT1965.and adjusted by the National Geodetic Survey in September 1997..
 BT1965
 BT1965
 BT1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1965
 BT1965.The geoid height was determined by GEOID03.
 BT1965
 BT1965;                    North         East     Units Scale Factor Converg.
 BT1965;SPC GA W     -   214,771.736   663,417.979   MT  0.99991650   -0 12 16.8
 BT1965;SPC GA W     -   704,630.27  2,176,563.82   sFT  0.99991650   -0 12 16.8
 BT1965;UTM  16      - 3,536,040.078   731,267.226   MT  1.00025966   +1 17 40.9
 BT1965
 BT1965                          SUPERSEDED SURVEY CONTROL
 BT1965
 BT1965  NAD 83(1994)-  31 56 12.38331(N)    084 33 12.88267(W) AD(       ) 4
 BT1965  NAD 83(1986)-  31 56 12.38334(N)    084 33 12.88236(W) AD(       ) 4
 BT1965  NAD 27      -  31 56 11.80378(N)    084 33 13.18503(W) AD(       ) 3
 BT1965
 BT1965.Superseded values are not recommended for survey control.
 BT1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1965.See file dsdata.txt to determine how the superseded data were derived.
 BT1965
 BT1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA3126736040(NAD 83)
 BT1965_MARKER: 42 = RADIO/TV MAST
 BT1965
 BT1965  HISTORY     - Date     Condition        Report By
 BT1965  HISTORY     - 1973     FIRST OBSERVED   NGS
 BT1965
 BT1965                          STATION DESCRIPTION
 BT1965
 BT1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BT1965'THE STATION IS THE LIGHT ON TOP OF A POLE ANTENNA, ATOP A
 BT1965'TRUSS-WORK STEEL, GUYED, MAST.  IT IS PAINTED ALTERNATELY RED AND
 BT1965'WHITE AND IS 1,096 FEET HIGH.  THE MAST IS OWNED BY THE GEORGIA
 BT1965'DEPARTMENT OF EDUCATION.
 BT1965'
 BT1965'STATION IS LOCATED ABOUT 12.7 MILES NORTH-NORTHWEST OF DAWSON,
 BT1965'0.6 MILE EAST OF STATE HWY. 55 AND 0.1 MILE NORTH OF A GRADED ROAD,
 BT1965'AT THE SOUTH SIDE OF THE TRANSMITTER BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1245 ***********************************************************************
 BR1245  DESIGNATION -  CHAN
 BR1245  PID         -  BR1245
 BR1245  STATE/COUNTY-  GA/LIBERTY
 BR1245  USGS QUAD   -  LIMERICK SE (1988)
 BR1245
 BR1245                         *CURRENT SURVEY CONTROL
 BR1245  ___________________________________________________________________
 BR1245* NAD 83(1994)-  31 46 42.16001(N)    081 17 03.57834(W)     ADJUSTED  
 BR1245* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BR1245  ___________________________________________________________________
 BR1245  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BR1245  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 BR1245
 BR1245  HORZ ORDER  -  SECOND
 BR1245
 BR1245.The horizontal coordinates were established by classical geodetic methods
 BR1245.and adjusted by the National Geodetic Survey in September 1997..
 BR1245
 BR1245.The orthometric height was scaled from a topographic map.
 BR1245
 BR1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1245
 BR1245.The geoid height was determined by GEOID03.
 BR1245
 BR1245;                    North         East     Units Scale Factor Converg.
 BR1245;SPC GA E     -   197,483.655   283,568.064   MT  0.99998610   +0 27 52.9
 BR1245;SPC GA E     -   647,910.96    930,339.56   sFT  0.99998610   +0 27 52.9
 BR1245;UTM  17      - 3,515,906.149   473,079.318   MT  0.99960894   -0 08 59.1
 BR1245
 BR1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1245!SPC GA E     -   1.00000442  x   0.99998610  =   0.99999052
 BR1245!UTM  17      -   1.00000442  x   0.99960894  =   0.99961335
 BR1245
 BR1245|---------------------------------------------------------------------|
 BR1245| PID    Reference Object                     Distance      Geod. Az  |
 BR1245|                                                           dddmmss.s |
 BR1245| CW4772 CHAN RM 1                            23.350 METERS 15834     |
 BR1245| CW4773 CHAN RM 2                            16.100 METERS 26540     |
 BR1245| BR1242 BELFAST                             APPROX. 5.2 KM 3431325.5 |
 BR1245|---------------------------------------------------------------------|
 BR1245
 BR1245                          SUPERSEDED SURVEY CONTROL
 BR1245
 BR1245  NAD 83(1986)-  31 46 42.17491(N)    081 17 03.59352(W) AD(       ) 2
 BR1245  NAD 27      -  31 46 41.39300(N)    081 17 04.21200(W) AD(       ) 2
 BR1245
 BR1245.Superseded values are not recommended for survey control.
 BR1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1245.See file dsdata.txt to determine how the superseded data were derived.
 BR1245
 BR1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR7307915906(NAD 83)
 BR1245_MARKER: DS = TRIANGULATION STATION DISK
 BR1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1245
 BR1245  HISTORY     - Date     Condition        Report By
 BR1245  HISTORY     - 1934     MONUMENTED       CGS
 BR1245
 BR1245                          STATION DESCRIPTION
 BR1245
 BR1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 BR1245'ON THE EXTREME NE POINT OF TREES TO EASTWARD OF SUNBURY
 BR1245'CHANNEL.  800 M E OF CHANNEL, 500 M S OF DUTCHMAN BAY, AND ON
 BR1245'E EDGE OF TREES.  STATION MARK--STANDARD DISC IN 1 FT X 1 FT X
 BR1245'3 FT CONCRETE MONUMENT.  REFERENCE MARKS ARE STANDARD DISCS
 BR1245'IN 1 FT X 1 FT X 3 FT CONCRETE MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2467 ***********************************************************************
 CL2467  DESIGNATION -  CHANDLER
 CL2467  PID         -  CL2467
 CL2467  STATE/COUNTY-  GA/PULASKI
 CL2467  USGS QUAD   -  KLONDIKE (1973)
 CL2467
 CL2467                         *CURRENT SURVEY CONTROL
 CL2467  ___________________________________________________________________
 CL2467* NAD 83(1994)-  32 16 10.48891(N)    083 30 06.30659(W)     ADJUSTED  
 CL2467* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 CL2467  ___________________________________________________________________
 CL2467  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CL2467  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CL2467
 CL2467  HORZ ORDER  -  SECOND
 CL2467
 CL2467.The horizontal coordinates were established by classical geodetic methods
 CL2467.and adjusted by the National Geodetic Survey in September 1997..
 CL2467
 CL2467.The orthometric height was scaled from a topographic map.
 CL2467
 CL2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2467
 CL2467.The geoid height was determined by GEOID03.
 CL2467
 CL2467;                    North         East     Units Scale Factor Converg.
 CL2467;SPC GA W     -   251,801.465   762,639.709   MT  0.99994837   +0 21 18.0
 CL2467;SPC GA W     -   826,118.64  2,502,093.78   sFT  0.99994837   +0 21 18.0
 CL2467;UTM  17      - 3,573,065.015   264,357.743   MT  1.00028481   -1 20 10.7
 CL2467
 CL2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2467!SPC GA W     -   0.99998814  x   0.99994837  =   0.99993651
 CL2467!UTM  17      -   0.99998814  x   1.00028481  =   1.00027294
 CL2467
 CL2467|---------------------------------------------------------------------|
 CL2467| PID    Reference Object                     Distance      Geod. Az  |
 CL2467|                                                           dddmmss.s |
 CL2467| CY8148 CANDLER RM 1                         56.473 METERS 05433     |
 CL2467| CL2461 HAWKINSVILLE ALUM MUN TANK          APPROX. 2.8 KM 0675020.5 |
 CL2467| CY8149 CANDLER RM 2                         71.317 METERS 14705     |
 CL2467| CL2459 PINEVIEW RESET                      APPROX.18.3 KM 1733404.1 |
 CL2467| CY8147 CANDLER AZ MK                                      3544428.1 |
 CL2467|---------------------------------------------------------------------|
 CL2467
 CL2467                          SUPERSEDED SURVEY CONTROL
 CL2467
 CL2467  NAD 83(1986)-  32 16 10.49177(N)    083 30 06.30447(W) AD(       ) 2
 CL2467  NAD 27      -  32 16 09.90800(N)    083 30 06.67100(W) AD(       ) 2
 CL2467
 CL2467.Superseded values are not recommended for survey control.
 CL2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2467.See file dsdata.txt to determine how the superseded data were derived.
 CL2467
 CL2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR6435873065(NAD 83)
 CL2467_MARKER: DS = TRIANGULATION STATION DISK
 CL2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2467
 CL2467  HISTORY     - Date     Condition        Report By
 CL2467  HISTORY     - 1935     MONUMENTED       CGS
 CL2467  HISTORY     - 1955     GOOD             USGS
 CL2467  HISTORY     - 1959     GOOD             CGS
 CL2467  HISTORY     - 1965     GOOD             AMS
 CL2467
 CL2467                          STATION DESCRIPTION
 CL2467
 CL2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 CL2467'ABOUT 10.25 MILES NORTHWEST OF FINLEYSON, ABOUT 2 MILES SOUTHWEST OF
 CL2467'HAWKINSVILLE, ON TOP OF KNOLL, AT SITE OF OLD ABANDONED OIL WELL, IN
 CL2467'UNCULTIVATED AREA, ON PROPERTY BELONGING TO JUDGE JOHN S. CANDLER,
 CL2467'ABOUT 180 FEET WEST OF CEMETERY IN SCATTERED GROVE OF TREES AND 32
 CL2467'FEET EAST OF CENTER OF LARGE ROUND HOLE. TO REACH FROM HAWKINSVILLE,
 CL2467'GO ONE BLOCK SOUTH FROM COURTHOUSE, CITY HALL AND AUDITORIUM.
 CL2467'TURN RIGHT (WEST) ON BROAD STREET AND KEEP STRAIGHT AHEAD FOR 2.1
 CL2467'MILES TO FARM ROAD.  TURN LEFT FOR 0.1 MILE, TURN RIGHT JUST BEFORE
 CL2467'REACHING TWO CABINS AND FOLLOW DIM ROAD 0.3 MILE TO TOP OF
 CL2467'HILL AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 CL2467'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CL2467'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS AT
 CL2467'EAST EDGE OF CULTIVATED FIELD, 27 FEET SOUTHWEST OF 12-INCH PINE,
 CL2467'9 FEET WEST OF CENTER LINE OF FARM ROAD AND 185.28 FEET
 CL2467'EAST-NORTHEAST OF STATION N 54 DEG 33 MIN E.  NO. 2 IS AT
 CL2467'EAST EDGE OF CULTIVATED FIELD, 30 FEET NORTHWEST OF 12-INCH WATER
 CL2467'OAK, 1 FOOT WEST OF FENCE LINE AND 233.98 FEET SOUTH-SOUTHEAST OF
 CL2467'STATION S 32 DEG 55 MIN E.  AZIMUTH MARK IS AT NORTH EDGE OF
 CL2467'CULTIVATED FIELD, ABOUT 175 FEET NORTHEAST OF NEGRO TENANT CABIN,
 CL2467'21 FEET SOUTHEAST OF CENTER LINE OF ROAD AND ABOUT 0.2 MILE NORTH OF
 CL2467'STATION N 5 DEG 15 MIN W.  HAWKINSVILLE, ALUM.
 CL2467'MUNICIPAL TANK, (SEE DESCRIPTION THEREOF) IS 2.0 MILES FROM
 CL2467'STATION N 67 DEG 50 MIN E.
 CL2467
 CL2467                          STATION RECOVERY (1955)
 CL2467
 CL2467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CL2467'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CL2467
 CL2467                          STATION RECOVERY (1959)
 CL2467
 CL2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 CL2467'STATION MARK AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
 CL2467'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 CL2467'REFERENCE MARK NO. 1 HAS BEEN HIT AND DISTURBED, AZIMUTH MARK
 CL2467'SEARCHED FOR BUT NOT RECOVERED.
 CL2467'
 CL2467'TO REACH STATION FROM INTERSECTION OF BROAD STREET WITH STATE
 CL2467'ROUTE 112 AND U.S. HIGHWAY 129 IN HAWKINSVILLE, GO ABOUT 2.5 MILES
 CL2467'WEST ON BROAD STREET TO HOUSE AND DRIVE ON LEFT, TURN LEFT GO ABOUT
 CL2467'0.3 MILE EAST ON FIELD ROAD TO STATION ON RIGHT ABOUT 250 FEET
 CL2467'SOUTH OF ROAD IN POINT OF GRASSY AREA PROJECTING INTO A CULTIVATED
 CL2467'FIELD FROM OLD CEMETERY AND SMALL WOODED AREA.
 CL2467
 CL2467                          STATION RECOVERY (1965)
 CL2467
 CL2467'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 CL2467'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 CL2467'
 CL2467'R.M. 1 WAS FOUND TIPPED TOWARDS THE NORTH ABOUT 45 DEGREES AND WAS
 CL2467'NOT CHECKED FOR DISTANCE OR AZIMUTH.
 CL2467'
 CL2467'R.M. 2 WAS RECOVERED IN GOOD CONDITION AND DISTANCE AND AZIMUTH
 CL2467'CHECKED BETWEEN STATION.
 CL2467'
 CL2467'THE AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED TO HAVE POSSIBLY
 CL2467'BEEN DESTROYED DUE TO WIDENING OF THE ROAD STRUCTURES
 CL2467'
 CL2467'THE STATION CAN BE REACHED BY TWO-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2321 ***********************************************************************
 CL2321  DESIGNATION -  CHANNELL
 CL2321  PID         -  CL2321
 CL2321  STATE/COUNTY-  GA/WASHINGTON
 CL2321  USGS QUAD   -  SANDERSVILLE (1985)
 CL2321
 CL2321                         *CURRENT SURVEY CONTROL
 CL2321  ___________________________________________________________________
 CL2321* NAD 83(1994)-  32 54 43.92790(N)    082 47 44.40283(W)     ADJUSTED  
 CL2321* NAVD 88     -       145.1    (meters)     476.     (feet)  VERTCON   
 CL2321  ___________________________________________________________________
 CL2321  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CL2321  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CL2321
 CL2321  HORZ ORDER  -  FIRST
 CL2321
 CL2321.The horizontal coordinates were established by classical geodetic methods
 CL2321.and adjusted by the National Geodetic Survey in September 1997..
 CL2321
 CL2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2321
 CL2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2321
 CL2321.The geoid height was determined by GEOID03.
 CL2321
 CL2321;                    North         East     Units Scale Factor Converg.
 CL2321;SPC GA E     -   323,040.736   141,165.100   MT  0.99994267   -0 20 30.4
 CL2321;SPC GA E     - 1,059,842.81    463,139.17   sFT  0.99994267   -0 20 30.4
 CL2321;UTM  17      - 3,642,983.776   332,078.939   MT  0.99994769   -0 58 33.3
 CL2321
 CL2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2321!SPC GA E     -   0.99998169  x   0.99994267  =   0.99992436
 CL2321!UTM  17      -   0.99998169  x   0.99994769  =   0.99992938
 CL2321
 CL2321:                Primary Azimuth Mark                     Grid Az
 CL2321:SPC GA E     -  TANNER                                   038 47 22.7
 CL2321:UTM  17      -  TANNER                                   039 25 25.6
 CL2321
 CL2321|---------------------------------------------------------------------|
 CL2321| PID    Reference Object                     Distance      Geod. Az  |
 CL2321|                                                           dddmmss.s |
 CL2321| CL2208 TANNER                              APPROX. 8.7 KM 0382652.3 |
 CL2321| CL2328 CHANNELL 1935 RM 3                   64.665 METERS 06651     |
 CL2321| CY7319 CHANNELL RM 2                        41.054 METERS 08232     |
 CL2321| CL2331 CHANNELL 1935 AZ MK                 APPROX. 2.1 KM 3462013.5 |
 CL2321| CY7318 CHANNELL RM 1                        29.635 METERS 35702     |
 CL2321|---------------------------------------------------------------------|
 CL2321
 CL2321                          SUPERSEDED SURVEY CONTROL
 CL2321
 CL2321  NAD 83(1986)-  32 54 43.93255(N)    082 47 44.40066(W) AD(       ) 1
 CL2321  NAD 27      -  32 54 43.36600(N)    082 47 44.90500(W) AD(       ) 1
 CL2321  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG       
 CL2321
 CL2321.Superseded values are not recommended for survey control.
 CL2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2321.See file dsdata.txt to determine how the superseded data were derived.
 CL2321
 CL2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3207942984(NAD 83)
 CL2321_MARKER: DS = TRIANGULATION STATION DISK
 CL2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2321
 CL2321  HISTORY     - Date     Condition        Report By
 CL2321  HISTORY     - 1935     MONUMENTED       CGS
 CL2321  HISTORY     - 1954     GOOD             CGS
 CL2321  HISTORY     - 1969     GOOD             CGS
 CL2321  HISTORY     - 1977     GOOD             NGS
 CL2321
 CL2321                          STATION DESCRIPTION
 CL2321
 CL2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL2321'ABOUT 2.4 MILES SOUTHEAST OF TENNILLE, ON PROPERTY BELONGING TO
 CL2321'JIM PALMER AND OCCUPIED BY A.L. CHANNELL, ON SOUTH SIDE OF MR.
 CL2321'CHANNELLS HOUSE, IN ROW OF PEAK TREES BORDERED ON EACH SIDE BY
 CL2321'CULTIVATED FIELDS.  111.5 FEET SOUTH OF SOUTH CORNER OF CHANNELLS
 CL2321'HOUSE, 17.8 FEET SOUTHEAST OF 8-INCH PECAN TREE (2ND TREE SOUTH
 CL2321'FROM HOUSE) AND 15.5 FEET EAST OF CENTER LINE OF STATE HIGHWAY
 CL2321'15.  TO REACH FROM RAILROAD STATION AT TENNILLE GO SOUTHEAST 2.4
 CL2321'MILES ON STATE HIGHWAY 15 TO MR. CHANNELLS HOUSE AND STATION
 CL2321'ON EAST SIDE OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 CL2321'STANDARD DISKS IN CONCRETE.  UPPER MARK IS
 CL2321'12 INCHES BELOW SURFACE OF GROUND.  REFERENCE AND AZIMUTH
 CL2321'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.
 CL2321'REFERENCE MARK NO. 1 IS AT NORTH EDGE OF SMALL CULTIVATED
 CL2321'GARDEN EXTENDING TO STATION, 50 FEET WEST OF HOUSE, 6 PACES
 CL2321'EAST OF CENTER LINE OF ROAD AND 97.35 FEET NORTH OF STATION
 CL2321'N 2 DEG 58 MIN W.  NO. 2 IS 20 PACES SOUTH OF
 CL2321'WINDMILL, 11 PACES NORTH OF ROW OF PEACH TREES, 1 FOOT WEST
 CL2321'OF SOUTHWEST CORNER OF BARN AND 134.65 FEET EAST OF STATION
 CL2321'N 82 DEG 32 MIN E.  AZIMUTH MARK IS ON PROPERTY
 CL2321'BELONGING TO HALL BOATWRIGHT, 35 PACES SOUTH OF T-ROAD TO
 CL2321'HARRISON, 6 PACES WEST OF CENTER LINE OF STATE HIGHWAY 15
 CL2321'AND 1.3 MILE NORTH-NORTHWEST OF STATION N 13 DEG 40 MIN W.
 CL2321
 CL2321                          STATION RECOVERY (1954)
 CL2321
 CL2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CL2321'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CL2321'CONDITION.  A NEW TO REACH IS NEEDED FOR THE STATION AS STATE
 CL2321'HIGHWAY 15 HAS BEEN REROUTED.  A NEW DESCRIPTION FOLLOWS--
 CL2321'
 CL2321'THE STATION IS LOCATED ABOUT 2 MI. S OF TENNILLE, ON PROPERTY
 CL2321'OWNED BY JIM PALMER AND OCCUPIED BY MR. W.T. DAVIS WHICH IS
 CL2321'0.15 MI. N OF THE JUNCTION OF OLD STATE HIGHWAY 15 AND NEW
 CL2321'STATE HIGHWAY 15, 32 FT. E OF THE CENTERLINE OF A DIRT ROAD,
 CL2321'112 FT. S OF THE SW CORNER OF THE DAVIS HOUSE, 17 FT. SE OF A
 CL2321'PECAN TREE, AND AT THE E EDGE OF A CULTIVATED FIELD.  IT IS A
 CL2321'STANDARD STATION DISK, STAMPED CHANNELL 1935 AND IS 12 IN.
 CL2321'BELOW THE SURFACE OF THE GROUND.
 CL2321'
 CL2321'REFERENCE MARK 1 IS 97.35 FT. N OF THE STATION N 2 DEG 58 MIN W,
 CL2321'IN THE CENTER OF A SMALL TRIANGLE FORMED BY A DIRT
 CL2321'ROAD AND THE DRIVEWAY TO THE DAVIS HOUSE, 21 FT. E OF THE
 CL2321'CENTERLINE OF THE ROAD, AND 55 FT. W OF THE SW CORNER OF THE
 CL2321'HOUSE.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED CHANNELL NO
 CL2321'1 1935 PROJECTING 2 IN.
 CL2321'
 CL2321'REFERENCE MARK 2 IS 134.65 FT. E OF THE STATION N 82
 CL2321'DEG 32 MIN E, 60 FT. S OF A WINDMILL, 78 FT. SE OF THE SE
 CL2321'CORNER OF THE HOUSE, 1 FT. W OF THE SW CORNER OF THE BARN, AND AT
 CL2321'THE SE CORNER OF A GARDEN.  IT IS A STANDARD REFERENCE-MARK
 CL2321'DISK, STAMPED CHANNELL NO 2 1935 PROJECTING 2 IN.
 CL2321'
 CL2321'THE AZIMUTH MARK IS 1.3 MI. NE OF THE STATION N 13 DEG 40 MIN W.
 CL2321'IT IS 45 PACES S OF A CROSSROAD, 20 FT.
 CL2321'W OF THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD
 CL2321'REFERENCE-MARK DISK, STAMPED CHANNELL AZ MK 1935 PROJECTING 8 IN.
 CL2321'
 CL2321'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON A DIRT ROAD
 CL2321'FOR 1.3 MI. TO A CROSSROAD AND THE MARK IN THE SW ANGLE.
 CL2321'
 CL2321'TO REACH THE STATION FROM THE RAILROAD STATION AND POST OFFICE
 CL2321'IN TENNILLE, GO E FOR ONE BLOCK, TURN RIGHT ON STATE HIGHWAY
 CL2321'15 FOR 1.9 MI. TO A REVERSE WYE, TURN SHARP LEFT AND GO 0.15
 CL2321'MI. TO THE MARK ON THE RIGHT AS DESCRIBED.
 CL2321
 CL2321                          STATION RECOVERY (1969)
 CL2321
 CL2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL2321'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CL2321'WERE RECOVERED IN GOOD CONDITION.
 CL2321'
 CL2321'STATION IS LOCATED ABOUT 2.4 MILES SOUTHEAST OF TENNILLE, 30.0
 CL2321'FT. EAST OF THE CENTERLINE OF SAND ROAD, 17.8 FT. SOUTHEAST
 CL2321'OF AN 18-INCH PECAN TREE AND 111.5 FT. SOUTH OF THE SOUTH CORNER
 CL2321'OF PORCH ON HOUSE.  MONUMENT IS 12 INCHES UNDERGROUND AND THE
 CL2321'DISK IS STAMPED CHANNELL 1935.
 CL2321'
 CL2321'REFERENCE MARK NO. 1 IS 33 FT. WEST OF AN 14-INCH MAGNOLIA
 CL2321'TREE, 21 FT. SOUTH-SOUTHEAST OF AN 14-INCH BLACK WALNUT TREE AND
 CL2321'21 FT. EAST OF CENTERLINE OF SAND ROAD.  MONUMENT IS IN GRASS
 CL2321'AREA BETWEEN DRIVEWAY FLUSH WITH THE GROUND AND THE DISK IS
 CL2321'STAMPED CHANNELL NO 1 1935.
 CL2321'
 CL2321'REFERENCE MARK NO. 2 IS 77.5 FT. EAST-NORTHEAST OF EAST CORNER
 CL2321'OF HOUSE, 20 PACES SOUTH OF A WINDMILL AND 1 FT. WEST OF THE
 CL2321'SOUTHWEST CORNER OF BARN.  MONUMENT IS FLUSH WITH THE GROUND AND
 CL2321'THE DISK IS STAMPED CHANNELL NO 2 1935.
 CL2321'
 CL2321'THE AZIMUTH MARK IS LOCATED 1.3 MILES NORTH ALONG SAND ROAD
 CL2321'FROM THE STATION, 92 FT. SOUTH-SOUTHWEST OF THE INTERSECTION OF
 CL2321'CROSSROADS, 54 FT. SOUTH OF A POWER POLE, 20 FT. WEST OF THE
 CL2321'CENTERLINE OF SAND ROAD.  MONUMENT PROJECTS 3 INCHES IN BRUSH
 CL2321'AND THE DISK IS STAMPED CHANNELL AZ MK 1935.
 CL2321'
 CL2321'TO REACH THE STATION FROM THE RAILROAD STATION AT TENNILLE GO
 CL2321'EAST FOR 0.1 MILE TO JUNCTION STATE ROUTE 15, TURN RIGHT GO
 CL2321'SOUTH ON ROUTE 15 FOR 2.0 MILES TO A REVERSE Y-INTERSECTION,
 CL2321'TURN SHARP LEFT ON SAND ROAD FOR 0.15 MILE TO TOP OF GRADE AND
 CL2321'HOUSE ON EACH SIDE OF ROAD, STATION IS ON THE RIGHT IN ROW OF
 CL2321'PECAN TREES.
 CL2321
 CL2321                          STATION RECOVERY (1977)
 CL2321
 CL2321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2321'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 CL2321'WERE RECOVERED.  THE AZIMUTH MARK WILL NO LONGER SEE THE STATION
 CL2321'AND THERE WAS NO ANGLE TURN TO IT.  THE STATION CAN NO LONGER
 CL2321'HAVE A TOWER BUILT OVER IT SO A REFERENCE MARK 3 WAS
 CL2321'ESTABLISHED AT THIS TIME.  REFERENCE MARK 1 WAS FOUND TO HAVE
 CL2321'BEEN HIT BY FARM MACHINERY AND THE MEASUREMENT IS 0.22 OF A FOOT
 CL2321'SHORTER THAN THE OLD MEASUREMENT.  REFERENCE MARK 2 WAS FOUND
 CL2321'IN GOOD CONDITION AND THE MEASUREMENT CHECKED.  THE ANGLE
 CL2321'BETWEEN REFERENCE MARK 1 AND 2 MISSED THE OLD DATA BY 08
 CL2321'MINUTES, 27.97 SECONDS.  A NEW AND COMPLETE DESCRIPTION
 CL2321'FOLLOWS.
 CL2321'
 CL2321'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF TENNILLE
 CL2321'ON PROPERTY OWNED BY MR. ALLEN VEAL JR.
 CL2321'
 CL2321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 CL2321'68 AT THE SOUTH EDGE OF TENNILLE, GO SOUTH ON HIGHWAY 15 FOR
 CL2321'1.65 MILES TO A REVERSE FORK ON THE LEFT.  TURN SHARP LEFT AND
 CL2321'GO NORTH ON A DIRT ROAD FOR 0.15 MILE TO A YELLOW FARM HOUSE ON
 CL2321'THE RIGHT AND THE STATION MARK APPROXIMATELY 35 YARDS SOUTH OF
 CL2321'THE HOUSE ALONG SIDE OF THE DIRT ROAD.
 CL2321'
 CL2321'THE STATION MARK, A STANDARD DISK STAMPED---CHANNELL 1935---,
 CL2321'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CL2321'WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET
 CL2321'SOUTHWEST OF A UTILITY POLE, 28.5 FEET EAST OF THE CENTER OF
 CL2321'THE DIRT ROAD AND 18 FEET SOUTH OF A 24 INCH PECAN TREE.  THE
 CL2321'OLD DATA STATES THERE IS AN UNDERGROUND DISK.
 CL2321'
 CL2321'REFERENCE MARK 1, A STANDARD DISK STAMPED---CHANNELL NO 1
 CL2321'1935---, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 CL2321'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 CL2321'65 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 36 FEET
 CL2321'NORTH OF A 24 INCH PECAN TREE AND 19 FEET EAST OF THE CENTER OF
 CL2321'THE DIRT ROAD AND IN THE MIDDLE OF THE DRIVEWAY LEADING BESIDE
 CL2321'THE HOUSE.
 CL2321'
 CL2321'REFERENCE MARK 2, A STANDARD DISK STAMPED---CHANNELL NO 2
 CL2321'1935---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CL2321'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET
 CL2321'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 31 FEET
 CL2321'SOUTH-SOUTHEAST OF A UTILITY POLE AND 1.2 FEET WEST-NORTHWEST
 CL2321'OF THE SOUTHWEST CORNER OF AN OLD GARAGE.
 CL2321'
 CL2321'REFERENCE MARK 3, ARE STANDARD DISKS STAMPED---CHANNELL 1935 NO
 CL2321'3 1977---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CL2321'MONUMENT WHICH IS FLUSH WITH THE GROUN SURFACE.  IT IS 77 FEET
 CL2321'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 42 FEET NORTH OF A
 CL2321'10 INCH WALNUT TREE AND 22 FEET EAST OF THE NORTHEAST LEG OF A
 CL2321'SMALL WATER TANK.  THERE IS AN UNDERGROUND DISK SET IN THE TOP
 CL2321'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CL2321'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2331 ***********************************************************************
 CL2331  DESIGNATION -  CHANNELL 1935 AZ MK
 CL2331  PID         -  CL2331
 CL2331  STATE/COUNTY-  GA/WASHINGTON
 CL2331  USGS QUAD   -  SANDERSVILLE (1985)
 CL2331
 CL2331                         *CURRENT SURVEY CONTROL
 CL2331  ___________________________________________________________________
 CL2331* NAD 83(1994)-  32 55 50.88498(N)    082 48 03.70354(W)     ADJUSTED  
 CL2331* NAVD 88     -       148.     (meters)     486.     (feet)  VERTCON   
 CL2331  ___________________________________________________________________
 CL2331  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CL2331  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CL2331
 CL2331  HORZ ORDER  -  SECOND
 CL2331
 CL2331.The horizontal coordinates were established by classical geodetic methods
 CL2331.and adjusted by the National Geodetic Survey in September 1997..
 CL2331
 CL2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2331
 CL2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2331
 CL2331.The geoid height was determined by GEOID03.
 CL2331
 CL2331;                    North         East     Units Scale Factor Converg.
 CL2331;SPC GA E     -   325,106.293   140,676.022   MT  0.99994338   -0 20 41.5
 CL2331;SPC GA E     - 1,066,619.56    461,534.58   sFT  0.99994338   -0 20 41.5
 CL2331;UTM  17      - 3,645,054.633   331,612.755   MT  0.99994962   -0 58 45.5
 CL2331
 CL2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2331!SPC GA E     -   0.99998124  x   0.99994338  =   0.99992463
 CL2331!UTM  17      -   0.99998124  x   0.99994962  =   0.99993087
 CL2331
 CL2331                          SUPERSEDED SURVEY CONTROL
 CL2331
 CL2331  NAD 83(1986)-  32 55 50.88963(N)    082 48 03.70135(W) AD(       ) 2
 CL2331  NAD 27      -  32 55 50.32494(N)    082 48 04.20504(W) AD(       ) 2
 CL2331  NGVD 29 (07/19/86)  148.     (m)          486.     (f) VERT ANG       
 CL2331
 CL2331.Superseded values are not recommended for survey control.
 CL2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2331.See file dsdata.txt to determine how the superseded data were derived.
 CL2331
 CL2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3161345055(NAD 83)
 CL2331_MARKER: DS = TRIANGULATION STATION DISK
 CL2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2331+STABILITY: SURFACE MOTION
 CL2331
 CL2331  HISTORY     - Date     Condition        Report By
 CL2331  HISTORY     - 1977     MONUMENTED       NGS
 CL2331
 CL2331                          STATION DESCRIPTION
 CL2331
 CL2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2331'A TRAVERSE WAS MADE TO TRIANGULATION STATION CHANNELL RM 3
 CL2331'USING ELECTRONIC DISTANCE EQUIPMENT.
 CL2331'
 CL2331'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 68 AT
 CL2331'THE SOUTH EDGE OF TENNILLE, GO SOUTH ON HIGHWAY 15 FOR 1.65 MILES TO
 CL2331'A REVERSE FORK ON THE LEFT.  TURN SHARP LEFT AND GO NORTH ON A DIRT
 CL2331'ROAD FOR 0.15 MILE TO A YELLOW FARM HOUSE AND A DRIVEWAY ON THE
 CL2331'RIGHT.  CONTINUE NORTH ON THE DIRT ROAD FOR 1.3 MILES TO THE MARK ON
 CL2331'THE LEFT.  TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION ON
 CL2331'LEFT BEHIND THE HOUSE.
 CL2331'
 CL2331'THE AZIMUTH MARK, IS A STANDARD REFERENCE MARK DISK
 CL2331'STAMPED---CHANNELL AZ MK 1935---, SET IN THE TOP OF A 12-INCH
 CL2331'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 CL2331'GROUND SURFACE.  IT IS 95 FEET SOUTH OF THE CENTER OF A PAVED
 CL2331'ROAD, 20 FEET WEST-SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 2
 CL2331'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2328 ***********************************************************************
 CL2328  DESIGNATION -  CHANNELL 1935 RM 3
 CL2328  PID         -  CL2328
 CL2328  STATE/COUNTY-  GA/WASHINGTON
 CL2328  USGS QUAD   -  SANDERSVILLE (1985)
 CL2328
 CL2328                         *CURRENT SURVEY CONTROL
 CL2328  ___________________________________________________________________
 CL2328* NAD 83(1994)-  32 54 44.75307(N)    082 47 42.11460(W)     ADJUSTED  
 CL2328* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 CL2328  ___________________________________________________________________
 CL2328  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CL2328  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CL2328
 CL2328  HORZ ORDER  -  FIRST
 CL2328
 CL2328.The horizontal coordinates were established by classical geodetic methods
 CL2328.and adjusted by the National Geodetic Survey in September 1997..
 CL2328
 CL2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2328
 CL2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2328
 CL2328.The geoid height was determined by GEOID03.
 CL2328
 CL2328;                    North         East     Units Scale Factor Converg.
 CL2328;SPC GA E     -   323,065.800   141,224.706   MT  0.99994258   -0 20 29.2
 CL2328;SPC GA E     - 1,059,925.05    463,334.72   sFT  0.99994258   -0 20 29.2
 CL2328;UTM  17      - 3,643,008.179   332,138.820   MT  0.99994744   -0 58 32.1
 CL2328
 CL2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2328!SPC GA E     -   0.99998158  x   0.99994258  =   0.99992416
 CL2328!UTM  17      -   0.99998158  x   0.99994744  =   0.99992902
 CL2328
 CL2328:                Primary Azimuth Mark                     Grid Az
 CL2328:SPC GA E     -  CHANNELL 1935 AZ MK                      344 56 57.2
 CL2328:UTM  17      -  CHANNELL 1935 AZ MK                      345 35 00.1
 CL2328
 CL2328|---------------------------------------------------------------------|
 CL2328| PID    Reference Object                     Distance      Geod. Az  |
 CL2328|                                                           dddmmss.s |
 CL2328| CL2331 CHANNELL 1935 AZ MK                 APPROX. 2.1 KM 3443628.0 |
 CL2328|---------------------------------------------------------------------|
 CL2328
 CL2328                          SUPERSEDED SURVEY CONTROL
 CL2328
 CL2328  NAD 83(1986)-  32 54 44.75772(N)    082 47 42.11245(W) AD(       ) 1
 CL2328  NAD 27      -  32 54 44.19124(N)    082 47 42.61686(W) AD(       ) 1
 CL2328  NGVD 29 (07/19/86)  145.9    (m)          479.     (f) VERT ANG       
 CL2328
 CL2328.Superseded values are not recommended for survey control.
 CL2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2328.See file dsdata.txt to determine how the superseded data were derived.
 CL2328
 CL2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3213943008(NAD 83)
 CL2328_MARKER: DR = REFERENCE MARK DISK
 CL2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2328+STABILITY: SURFACE MOTION
 CL2328
 CL2328  HISTORY     - Date     Condition        Report By
 CL2328  HISTORY     - 1977     MONUMENTED       NGS
 CL2328
 CL2328                          STATION DESCRIPTION
 CL2328
 CL2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 CL2328'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF TENNILLE
 CL2328'ON PROPERTY OWNED BY MR. ALLEN VEAL JR.
 CL2328'
 CL2328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 CL2328'68 AT THE SOUTH EDGE OF TENNILLE, GO SOUTH ON HIGHWAY 15 FOR
 CL2328'1.65 MILES TO A REVERSE FORK ON THE LEFT.  TURN SHARP LEFT AND
 CL2328'GO NORTH ON A DIRT ROAD FOR 0.15 MILE TO A YELLOW FARM HOUSE
 CL2328'AND A DRIVEWAY ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 CL2328'CONTINUE NORTH ON THE DIRT ROAD FOR 1.3 MILES TO THE
 CL2328'MARK ON THE LEFT. TURN RIGHT AND GO EAST FOR 0.05
 CL2328'MILE TO THE STATION ON THE LEFT BEHIND THE HOUSE.
 CL2328'
 CL2328'THE STATION MARKS, ARE STANDARD REFERENCE MARK DISKS,
 CL2328'STAMPED---CHANNELL 1935 NO 3 1977---.  THE SURFACE DISK IS SET
 CL2328'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 CL2328'FLUSH WITH THE GROUND SURFACE.  IT IS 77 FEET EAST OF THE
 CL2328'SOUTHEAST CORNER OF THE HOUSE, 42 FEET NORTH OF A 10 INCH
 CL2328'WALNUT TREE AND 22 FEET EAST OF THE NORTHEAST LEG OF A SMALL
 CL2328'WATER TANK.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CL2328'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CL2328'
 CL2328'CHANNELL 1935, A STANDARD STATION MARK
 CL2328'DISK STAMPED---CHANNELL 1935---, IS
 CL2328'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CL2328'IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET SOUTHWEST
 CL2328'OF A UTILITY POLE, 28.5 FEET EAST OF THE CENTER OF A DIRT ROAD
 CL2328'AND 18 FEET SOUTH OF A 24 INCH PECAN TREE.  THE OLD DATA STATES
 CL2328'THERE IS AN UNDERGROUND DISK.
 CL2328'
 CL2328'THE AZIMUTH MARK, IS A STANDARD REFERENCE MARK DISK
 CL2328'STAMPED---CHANNELL AZ MK 1935---, SET IN THE TOP OF A 12-INCH
 CL2328'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 CL2328'GROUND SURFACE.  IT IS 95 FEET SOUTH OF THE CENTER OF A PAVED
 CL2328'ROAD, 20 FEET WEST-SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 2
 CL2328'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 CL2328'
 CL2328'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH4543 ***********************************************************************
 AH4543  DESIGNATION -  CHARLES ELAM
 AH4543  PID         -  AH4543
 AH4543  STATE/COUNTY-  GA/LINCOLN
 AH4543  USGS QUAD   -  LINCOLNTON (1964)
 AH4543
 AH4543                         *CURRENT SURVEY CONTROL
 AH4543  ___________________________________________________________________
 AH4543* NAD 83(1994)-  33 50 41.94032(N)    082 24 34.28579(W)     ADJUSTED  
 AH4543* NAVD 88     -       132.1    (meters)     433.     (feet)  GPS OBS   
 AH4543  ___________________________________________________________________
 AH4543  X           -     700,473.926 (meters)                     COMP
 AH4543  Y           -  -5,256,472.718 (meters)                     COMP
 AH4543  Z           -   3,532,235.971 (meters)                     COMP
 AH4543  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AH4543  ELLIP HEIGHT-         102.99  (meters)          (03/13/03) GPS OBS
 AH4543  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AH4543
 AH4543  HORZ ORDER  -  FIRST
 AH4543  ELLP ORDER  -  FOURTH    CLASS II
 AH4543
 AH4543.The horizontal coordinates were established by GPS observations
 AH4543.and adjusted by the National Geodetic Survey in March 2003..
 AH4543
 AH4543.The orthometric height was determined by GPS observations and a
 AH4543.high-resolution geoid model.
 AH4543
 AH4543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4543
 AH4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4543
 AH4543.The ellipsoidal height was determined by GPS observations
 AH4543.and is referenced to NAD 83.
 AH4543
 AH4543.The geoid height was determined by GEOID03.
 AH4543
 AH4543;                    North         East     Units Scale Factor Converg.
 AH4543;SPC GA E     -   426,337.345   177,525.241   MT  0.99990622   -0 08 06.9
 AH4543;SPC GA E     - 1,398,741.77    582,430.73   sFT  0.99990622   -0 08 06.9
 AH4543;UTM  17      - 3,745,861.753   369,592.525   MT  0.99980965   -0 47 06.5
 AH4543
 AH4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4543!SPC GA E     -   0.99998383  x   0.99990622  =   0.99989005
 AH4543!UTM  17      -   0.99998383  x   0.99980965  =   0.99979349
 AH4543
 AH4543                          SUPERSEDED SURVEY CONTROL
 AH4543
 AH4543  NAD 83(1994)-  33 50 41.94024(N)    082 24 34.28561(W) AD(       ) 1
 AH4543  NAD 83(1986)-  33 50 41.94557(N)    082 24 34.28117(W) AD(       ) 1
 AH4543
 AH4543.Superseded values are not recommended for survey control.
 AH4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4543.See file dsdata.txt to determine how the superseded data were derived.
 AH4543
 AH4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6959345862(NAD 83)
 AH4543_MARKER: DD = SURVEY DISK
 AH4543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4543_STAMPING: CHARLES ELAM 1997
 AH4543_MARK LOGO: SCGS  
 AH4543_PROJECTION: FLUSH
 AH4543_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4543+STABILITY: SURFACE MOTION
 AH4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4543+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH4543
 AH4543  HISTORY     - Date     Condition        Report By
 AH4543  HISTORY     - 1997     MONUMENTED       SCGS
 AH4543  HISTORY     - 20010109 GOOD             USPSQD
 AH4543
 AH4543                          STATION DESCRIPTION
 AH4543
 AH4543'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1997 (DDW)
 AH4543'STATION IS LOCATED NEAR A TELEPHONE JUNCTION BOX IN THE SOUTHWEST
 AH4543'ANGLE OF THE JUNCTION OF STATE HIGHWAYS 220, 43 (MCCORMICK HIGHWAY)
 AH4543'AND U.S.  HIGHWAY 378, 1.3 MILES (2.1 KM) SOUTHWEST OF THE SOUTHWEST
 AH4543'END OF THE U.S.  HIGHWAY 378 BRIDGE OVER THE SAVANNAH RIVER, 5.6 MILES
 AH4543'(9.0 KM) NORTHEAST OF LINCOLNTON.  OWNERSHIP--GEORGIA HIGHWAY RIGHT OF
 AH4543'WAY.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH
 AH4543'HIGHWAYS 378 AND 43, 41.9 FEET (12.8 M) SOUTH SOUTHEAST OF THE CENTER
 AH4543'OF HIGHWAYS 378 AND 43, 63.2 FEET (19.3 M) WEST SOUTHWEST OF THE
 AH4543'CENTER OF HIGHWAY 220, 10.2 FEET (3.1 M) NORTHEAST OF THE TELEPHONE
 AH4543'JUNCTION BOX SUPPORT POST BD/1, 145.2 FEET (44.3 M) NORTH NORTHWEST OF
 AH4543'A POWER POLE WITH TRANSFORMER AND GUY WIRE, 140.4 FEET (42.8 M) EAST
 AH4543'OF THE EAST END OF A 1.2-FOOT CONCRETE PIPE CULVERT BENEATH A GRAVEL
 AH4543'ROAD LEADING TO TREASURE ISLAND FLEA MARKET, 14.8 FEET (4.5 M) NORTH
 AH4543'NORTHWEST OF A WITNESS POST AT A METAL SIGN (WARNING UNDERGROUND
 AH4543'CABLE) .  DESCRIBED BY R.W.  ROBERTS.
 AH4543
 AH4543                          STATION RECOVERY (2001)
 AH4543
 AH4543'RECOVERY NOTE BY US POWER SQUADRON 2001 (FC)
 AH4543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2841 ***********************************************************************
 CL2841  DESIGNATION -  CHARLOTTE
 CL2841  PID         -  CL2841
 CL2841  STATE/COUNTY-  GA/MONTGOMERY
 CL2841  USGS QUAD   -  UVALDA (1985)
 CL2841
 CL2841                         *CURRENT SURVEY CONTROL
 CL2841  ___________________________________________________________________
 CL2841* NAD 83(1994)-  32 00 40.26148(N)    082 31 19.12360(W)     ADJUSTED  
 CL2841* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 CL2841  ___________________________________________________________________
 CL2841  X           -     704,536.522 (meters)                     COMP
 CL2841  Y           -  -5,367,395.678 (meters)                     COMP
 CL2841  Z           -   3,361,506.056 (meters)                     COMP
 CL2841  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CL2841  ELLIP HEIGHT-          43.38  (meters)          (09/03/97) GPS OBS
 CL2841  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2841
 CL2841  HORZ ORDER  -  FIRST
 CL2841  ELLP ORDER  -  FOURTH    CLASS II
 CL2841
 CL2841.The horizontal coordinates were established by GPS observations
 CL2841.and adjusted by the National Geodetic Survey in September 1997..
 CL2841
 CL2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2841
 CL2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2841
 CL2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2841
 CL2841.The ellipsoidal height was determined by GPS observations
 CL2841.and is referenced to NAD 83.
 CL2841
 CL2841.The geoid height was determined by GEOID03.
 CL2841
 CL2841;                    North         East     Units Scale Factor Converg.
 CL2841;SPC GA E     -   223,012.042   166,432.780   MT  0.99991389   -0 11 18.1
 CL2841;SPC GA E     -   731,665.34    546,038.21   sFT  0.99991389   -0 11 18.1
 CL2841;UTM  17      - 3,542,687.535   356,250.960   MT  0.99985484   -0 48 24.9
 CL2841
 CL2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2841!SPC GA E     -   0.99999319  x   0.99991389  =   0.99990708
 CL2841!UTM  17      -   0.99999319  x   0.99985484  =   0.99984803
 CL2841
 CL2841                          SUPERSEDED SURVEY CONTROL
 CL2841
 CL2841  NAD 83(1986)-  32 00 40.26657(N)    082 31 19.12460(W) AD(       ) 1
 CL2841  NGVD 29 (12/08/88)   72.0    (m)          236.     (f) GPS OBS        
 CL2841
 CL2841.Superseded values are not recommended for survey control.
 CL2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2841.See file dsdata.txt to determine how the superseded data were derived.
 CL2841
 CL2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5625142688(NAD 83)
 CL2841_MARKER: DD = SURVEY DISK
 CL2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2841+STABILITY: SURFACE MOTION
 CL2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2841+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1986
 CL2841
 CL2841  HISTORY     - Date     Condition        Report By
 CL2841  HISTORY     - 1985     MONUMENTED       GADT
 CL2841  HISTORY     - 19861212 GOOD
 CL2841
 CL2841                          STATION DESCRIPTION
 CL2841
 CL2841'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2841'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI)
 CL2841'SOUTH-SOUTHWEST OF UVALDA AND
 CL2841'5.8 KM (3.6 MI) NORTH OF THE ALTAMAHA RIVER, NEAR THE SITE OF BENCH
 CL2841'MARK U 112 WHICH WAS NOT RECOVERED AFTER A SEARCH.  THE STATION IS
 CL2841'IN THE COMMUNITY OF CHARLOTTESVILLE.
 CL2841'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2841'
 CL2841'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 135
 CL2841'WITH U.S. HIGHWAY 221 IN UVALDA, GO SOUTH ON U.S. HIGHWAY 221, ALSO
 CL2841'STATE ROUTE 135 FOR 3.1 KM (1.9 MI) TO COUNTY PAVED ROAD 120 ON THE
 CL2841'RIGHT.  TURN RIGHT, WEST, FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK
 CL2841'THE RIGHT ACROSS THE ROAD FROM A DESERTED SHACK.  CONTINUE AHEAD
 CL2841'FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT EAST OF THE ABANDONED
 CL2841'CENTRAL OF GEORGIA RAILWAY TRACK.
 CL2841'
 CL2841'THE STATION IS A STANDARD GADT DISK
 CL2841'STAMPED---CHARLOTTE 1985---,
 CL2841'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2841'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2841'26.73 METERS (87.7 FT) NORTHEAST FROM THE EAST END OF A
 CL2841'CHARLOTTESVILLE SIGN,
 CL2841'26.64 METERS (87.4 FT) EAST FROM THE EAST RAIL OF THE TRACKS,
 CL2841'15.54 METERS (51.0 FT) WEST-NORTHWEST FROM A FENCE CORNER,
 CL2841'10.49 METERS (34.4 FT) SOUTH FROM THE CENTER OF THE COUNTY ROAD AND
 CL2841'1.54 METERS (5.05 FT) NORTH FROM A METAL WITNESS POST.
 CL2841'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2841'STAMPED---CHARLOTTE 1985---,
 CL2841'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2841'
 CL2841'AZIMUTH MARK NO. 1 IS A STANDARD GADT DISK
 CL2841'STAMPED---CHARLOTTE 1985 AZ MK---,
 CL2841'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2841'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2841'11.70 METERS (38.4 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 CL2841'ROAD,
 CL2841'7.53 METERS (24.7 FT) WEST FROM A POWER POLE
 CL2841'3.4 METERS (11.0 FT) EAST FROM THE CENTER OF A FIELD ROAD AND
 CL2841'1.10 METERS (3.6 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CL2841'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2841'STAMPED---CHARLOTTE 1985 AZ MK---,
 CL2841'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2841'
 CL2841'DESCRIBED BY B. PUTZIGER.
 CL2841
 CL2841                          STATION RECOVERY (1986)
 CL2841
 CL2841'RECOVERED 1986
 CL2841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2968 ***********************************************************************
 CL2968  DESIGNATION -  CHARLOTTE AZ MK
 CL2968  PID         -  CL2968
 CL2968  STATE/COUNTY-  GA/MONTGOMERY
 CL2968  USGS QUAD   -  UVALDA (1985)
 CL2968
 CL2968                         *CURRENT SURVEY CONTROL
 CL2968  ___________________________________________________________________
 CL2968* NAD 83(1994)-  32 00 36.63048(N)    082 30 55.72122(W)     ADJUSTED  
 CL2968* NAVD 88     -        70.     (meters)     230.     (feet)  VERTCON   
 CL2968  ___________________________________________________________________
 CL2968  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CL2968  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CL2968
 CL2968  HORZ ORDER  -  SECOND
 CL2968
 CL2968.The horizontal coordinates were established by classical geodetic methods
 CL2968.and adjusted by the National Geodetic Survey in September 1997..
 CL2968.No horizontal observational check was made to the station.
 CL2968
 CL2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2968
 CL2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2968
 CL2968.The geoid height was determined by GEOID03.
 CL2968
 CL2968;                    North         East     Units Scale Factor Converg.
 CL2968;SPC GA E     -   222,898.210   167,046.556   MT  0.99991339   -0 11 05.6
 CL2968;SPC GA E     -   731,291.88    548,051.91   sFT  0.99991339   -0 11 05.6
 CL2968;UTM  17      - 3,542,567.090   356,863.435   MT  0.99985267   -0 48 12.4
 CL2968
 CL2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2968!SPC GA E     -   0.99999340  x   0.99991339  =   0.99990679
 CL2968!UTM  17      -   0.99999340  x   0.99985267  =   0.99984607
 CL2968
 CL2968                          SUPERSEDED SURVEY CONTROL
 CL2968
 CL2968  NAD 83(1986)-  32 00 36.63516(N)    082 30 55.72232(W) AD(       ) 2
 CL2968  NGVD 29 (06/19/89)   71.     (m)          233.     (f) VERT ANG       
 CL2968
 CL2968.Superseded values are not recommended for survey control.
 CL2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2968.See file dsdata.txt to determine how the superseded data were derived.
 CL2968
 CL2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR5686342567(NAD 83)
 CL2968_MARKER: DD = SURVEY DISK
 CL2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2968+STABILITY: SURFACE MOTION
 CL2968
 CL2968  HISTORY     - Date     Condition        Report By
 CL2968  HISTORY     - 1985     MONUMENTED       GADT
 CL2968
 CL2968                          STATION DESCRIPTION
 CL2968
 CL2968'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (BMP)
 CL2968'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI)
 CL2968'NORTH OF THE ALTAMAHA RIVER BRIDGE,
 CL2968'3.1 KM (1.9 MI) SOUTH-SOUTHWEST OF UVALDA AND
 CL2968'0.8 KM (0.5 MI) EAST OF CHARLOTTESVILLE COMMUNITY.
 CL2968'OWNERSHIP--COUNTY RIGHT OF WAY.
 CL2968'
 CL2968'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 56 AND 135
 CL2968'WITH U.S. HIGHWAY 221 IN UVALDA, GO SOUTH ON THE U.S. HIGHWAY ALSO
 CL2968'STATE ROUTE 135 FOR 3.1 KM (1.9 MI) TO COUNTY PAVED ROAD 120 ON THE
 CL2968'RIGHT.  TURN RIGHT FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT
 CL2968'AT A FIELD ENTRANCE ACROSS THE ROAD FROM A DESERTED SHACK.
 CL2968'
 CL2968'THE STATION IS A STANDARD GADT DISK
 CL2968'STAMPED---CHARLOTTE 1985 AZ MK---,
 CL2968'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2968'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2968'11.70 METERS (38.4 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD,
 CL2968'7.53 METERS (24.7 FT) WEST FROM A POWER POLE,
 CL2968'3.4 METERS (11.0 FT) EAST FROM THE CENTER OF THE FIELD ROAD AND
 CL2968'1.10 METERS (3.6 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CL2968'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CL2968'STAMPED---CHARLOTTE 1985 AZ MK---,
 CL2968'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2968'
 CL2968'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2968'
 CL2968'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2567 ***********************************************************************
 BD2567  DESIGNATION -  CHARLTON
 BD2567  PID         -  BD2567
 BD2567  STATE/COUNTY-  GA/CHARLTON
 BD2567  USGS QUAD   -  MONIAC (1994)
 BD2567
 BD2567                         *CURRENT SURVEY CONTROL
 BD2567  ___________________________________________________________________
 BD2567* NAD 83(1994)-  30 31 23.66093(N)    082 09 20.29043(W)     ADJUSTED  
 BD2567* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 BD2567  ___________________________________________________________________
 BD2567  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BD2567  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BD2567
 BD2567  HORZ ORDER  -  SECOND
 BD2567
 BD2567.The horizontal coordinates were established by classical geodetic methods
 BD2567.and adjusted by the National Geodetic Survey in September 1997..
 BD2567
 BD2567.The orthometric height was scaled from a topographic map.
 BD2567
 BD2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2567
 BD2567.The geoid height was determined by GEOID03.
 BD2567
 BD2567;                    North         East     Units Scale Factor Converg.
 BD2567;SPC GA E     -    57,998.904   201,058.552   MT  0.99990001   +0 00 20.2
 BD2567;SPC GA E     -   190,284.74    659,639.60   sFT  0.99990001   +0 00 20.2
 BD2567;SPC FL E     -   686,436.966    89,089.400   MT  1.00009287   -0 35 13.2
 BD2567;SPC FL E     - 2,252,085.28    292,287.47   sFT  1.00009287   -0 35 13.2
 BD2567;SPC FL N     -   171,162.225   824,979.756   MT  0.99996766   +1 10 41.2
 BD2567;SPC FL N     -   561,554.73  2,706,621.08   sFT  0.99996766   +1 10 41.2
 BD2567;UTM  17      - 3,377,334.738   389,127.243   MT  0.99975165   -0 35 13.2
 BD2567
 BD2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2567!SPC GA E     -   1.00000166  x   0.99990001  =   0.99990167
 BD2567!SPC FL E     -   1.00000166  x   1.00009287  =   1.00009453
 BD2567!SPC FL N     -   1.00000166  x   0.99996766  =   0.99996932
 BD2567!UTM  17      -   1.00000166  x   0.99975165  =   0.99975331
 BD2567
 BD2567|---------------------------------------------------------------------|
 BD2567| PID    Reference Object                     Distance      Geod. Az  |
 BD2567|                                                           dddmmss.s |
 BD2567| CW4774 CHARLTON RM                          20.540 METERS 11256     |
 BD2567| BD2568 MARTENALLE RESET                    APPROX. 1.6 KM 1140825.8 |
 BD2567|---------------------------------------------------------------------|
 BD2567
 BD2567                          SUPERSEDED SURVEY CONTROL
 BD2567
 BD2567  NAD 83(1994)-  30 31 23.66482(N)    082 09 20.29290(W) AD(       ) 2
 BD2567  NAD 83(1986)-  30 31 23.67558(N)    082 09 20.29716(W) AD(       ) 2
 BD2567  NAD 27      -  30 31 22.83400(N)    082 09 20.87800(W) AD(       ) 2
 BD2567
 BD2567.Superseded values are not recommended for survey control.
 BD2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2567.See file dsdata.txt to determine how the superseded data were derived.
 BD2567
 BD2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP8912777335(NAD 83)
 BD2567_MARKER: DS = TRIANGULATION STATION DISK
 BD2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2567
 BD2567  HISTORY     - Date     Condition        Report By
 BD2567  HISTORY     - 1917     MONUMENTED       CGS
 BD2567
 BD2567                          STATION DESCRIPTION
 BD2567
 BD2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (MEL)
 BD2567'ABOUT 1/4 MILE NORTH OF BOGGY STATION ON THE GEORGIA, SOUTHERN
 BD2567'AND FLORIDA RAILWAY, ABOUT 1/2 MILE NORTH OF MILEPOST 228, AT
 BD2567'INTERSECTION OF TANGENTS TO THE EAST RAIL OF MAIN TRACK, 24.10
 BD2567'METERS (79.0 FEET) EAST OF EAST RAIL AND 4.7 METERS (15 FEET)
 BD2567'EAST OF RIGHT-OF-WAY FENCE.  REFERENCE MARK IS NAIL
 BD2567'OR BOLT IN CONCRETE MOUND, 3/4 METER (2.5 FEET) EAST OF
 BD2567'RIGHT-OF-WAY FENCE, ON A LINE BETWEEN STATION AND SWITCH
 BD2567'STAND, AND 20.54 METERS (67.3 FEET) FROM STATION.
 BD2567'
 BD2567'GRID AZIMUTH TO REFERENCE MARK (GEORGIA EAST ZONE) 292 DEG 55 MIN.
 BD2567'
 BD2567'GRID AZIMUTH TO REFERENCE MARK (FLORIDA EAST ZONE) 293 DEG 31 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4033 ***********************************************************************
 CK4033  DESIGNATION -  CHATHAM
 CK4033  PID         -  CK4033
 CK4033  STATE/COUNTY-  GA/CHATHAM
 CK4033  USGS QUAD   -  GARDEN CITY (1980)
 CK4033
 CK4033                         *CURRENT SURVEY CONTROL
 CK4033  ___________________________________________________________________
 CK4033* NAD 83(1994)-  32 06 25.42997(N)    081 09 59.45949(W)     ADJUSTED  
 CK4033* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 CK4033  ___________________________________________________________________
 CK4033  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CK4033  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CK4033
 CK4033  HORZ ORDER  -  FIRST
 CK4033
 CK4033.The horizontal coordinates were established by classical geodetic methods
 CK4033.and adjusted by the National Geodetic Survey in September 1997..
 CK4033
 CK4033.The orthometric height was scaled from a topographic map.
 CK4033
 CK4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4033
 CK4033.The geoid height was determined by GEOID03.
 CK4033
 CK4033;                    North         East     Units Scale Factor Converg.
 CK4033;SPC GA E     -   234,025.644   294,390.008   MT  1.00000984   +0 31 53.8
 CK4033;SPC GA E     -   767,799.13    965,844.55   sFT  1.00000984   +0 31 53.8
 CK4033;SPC SC       -    30,372.592   593,881.111   MT  1.00016146   -0 05 32.3
 CK4033;SPC SC       -    99,647.61  1,948,428.84   iFT  1.00016146   -0 05 32.3
 CK4033;UTM  17      - 3,552,315.150   484,289.919   MT  0.99960304   -0 05 18.6
 CK4033
 CK4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4033!SPC GA E     -   1.00000383  x   1.00000984  =   1.00001367
 CK4033!SPC SC       -   1.00000383  x   1.00016146  =   1.00016529
 CK4033!UTM  17      -   1.00000383  x   0.99960304  =   0.99960687
 CK4033
 CK4033|---------------------------------------------------------------------|
 CK4033| PID    Reference Object                     Distance      Geod. Az  |
 CK4033|                                                           dddmmss.s |
 CK4033| CK4652 CHATHAM RM                           16.090 METERS 06832     |
 CK4033| CK4050 BURKE 1918                          APPROX. 4.1 KM 3330924.9 |
 CK4033|---------------------------------------------------------------------|
 CK4033
 CK4033                          SUPERSEDED SURVEY CONTROL
 CK4033
 CK4033  NAD 83(1986)-  32 06 25.44386(N)    081 09 59.47326(W) AD(       ) 1
 CK4033  NAD 27      -  32 06 24.70400(N)    081 10 00.07100(W) AD(       ) 1
 CK4033
 CK4033.Superseded values are not recommended for survey control.
 CK4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4033.See file dsdata.txt to determine how the superseded data were derived.
 CK4033
 CK4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8429052315(NAD 83)
 CK4033_MARKER: DS = TRIANGULATION STATION DISK
 CK4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4033
 CK4033  HISTORY     - Date     Condition        Report By
 CK4033  HISTORY     - 1918     MONUMENTED       CGS
 CK4033  HISTORY     - 1951     GOOD             CGS
 CK4033  HISTORY     - 1957     GOOD             CGS
 CK4033
 CK4033                          STATION DESCRIPTION
 CK4033
 CK4033'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK4033'ABOUT 5 MILES NORTH OF SAVANNAH, ON SEABOARD AIR LINE RAILWAY,
 CK4033'30 METERS (98 FEET) NORTH FROM A WHISTLE POST, 160 METERS
 CK4033'(525 FEET) NORTH OF MILEPOST 496,225 METERS (738 FEET NORTH
 CK4033'OF A PUBLIC ROAD CROSSING AND 3.43 METERS (11.3 FEET) WEST
 CK4033'OF WEST RAIL OF MAIN TRACK.
 CK4033'REFERENCE MARK, A
 CK4033'NAIL OR BOLT IN CONCRETE MOUND, IS 11.12 METERS (36.5 FEET)
 CK4033'EAST OF EAST RAIL OF MAIN TRACK AND 16.09 METERS (52.8 FEET)
 CK4033'FROM STATION N 68 DEG 32 MIN E.
 CK4033
 CK4033                          STATION RECOVERY (1951)
 CK4033
 CK4033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RGH)
 CK4033'THE STATION WAS RECOVERED IN GOOD CONDITION.
 CK4033'
 CK4033'THE ORIGINAL DESCRIPTION IS REVISED AS FOLLOWS--ABOUT 5 MILES
 CK4033'NORTH OF SAVANNAH, ON SEABOARD AIR LINE RAILWAY, 747 FEET
 CK4033'NORTH OF A PUBLIC ROAD CROSSING, 525 FEET NORTH OF MILEPOST
 CK4033'496, ABOUT 370 FEET SOUTH OF A WHISTLE POST, 11.3 FEET WEST
 CK4033'OF THE WEST RAIL, AND NEAR THE BOTTOM OF A DRAINAGE DITCH.
 CK4033'THE MARK IS IN DANGER OF BEING COVERED BY THE RAILROAD TRACK
 CK4033'BED.
 CK4033'
 CK4033'THE REFERENCE MARK WAS FOUND DESTROYED.
 CK4033
 CK4033                          STATION RECOVERY (1957)
 CK4033
 CK4033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 CK4033'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CK4033'MEASUREMENTS TO THE REFERENCE MARK PLACE IT A CULTIVATED
 CK4033'FIELD.  FRAGMENTS OF A CONCRETE MONUMENT BEARING THE IMPRINT
 CK4033'OF A STANDARD DISK WERE DISCOVERED IN THE NEAR VICINITY OF THE
 CK4033'REFERENCE MARK.  HOWEVER, IT SHOULD BE NOTED, THE ORIGINAL
 CK4033'DESCRIPTION REPRESENTS THE REFERENCE MARK AS A NAIL OR BOLT
 CK4033'IN A CONCRETE MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2772 ***********************************************************************
 DG2772  DESIGNATION -  CHATMAN
 DG2772  PID         -  DG2772
 DG2772  STATE/COUNTY-  GA/FULTON
 DG2772  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2772
 DG2772                         *CURRENT SURVEY CONTROL
 DG2772  ___________________________________________________________________
 DG2772* NAD 83(1994)-  33 46 15.61716(N)    084 28 38.14676(W)     ADJUSTED  
 DG2772* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 DG2772  ___________________________________________________________________
 DG2772  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DG2772  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2772
 DG2772  HORZ ORDER  -  FIRST
 DG2772
 DG2772.The horizontal coordinates were established by classical geodetic methods
 DG2772.and adjusted by the National Geodetic Survey in September 1997..
 DG2772
 DG2772.The orthometric height was scaled from a topographic map.
 DG2772
 DG2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2772
 DG2772.The geoid height was determined by GEOID03.
 DG2772
 DG2772;                    North         East     Units Scale Factor Converg.
 DG2772;SPC GA W     -   418,149.350   671,231.680   MT  0.99991020   -0 10 21.6
 DG2772;SPC GA W     - 1,371,878.33  2,202,199.27   sFT  0.99991020   -0 10 21.6
 DG2772;UTM  16      - 3,739,625.994   733,621.642   MT  1.00027290   +1 24 10.7
 DG2772
 DG2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2772!SPC GA W     -   0.99995627  x   0.99991020  =   0.99986648
 DG2772!UTM  16      -   0.99995627  x   1.00027290  =   1.00022916
 DG2772
 DG2772|---------------------------------------------------------------------|
 DG2772| PID    Reference Object                     Distance      Geod. Az  |
 DG2772|                                                           dddmmss.s |
 DG2772| CY9760 CHATMAN RM 1                                       09409     |
 DG2772| DG2680 VELTRIE 1927                        APPROX. 5.1 KM 1804352.0 |
 DG2772| CY9761 CHATMAN RM 2                                       19518     |
 DG2772|---------------------------------------------------------------------|
 DG2772
 DG2772                          SUPERSEDED SURVEY CONTROL
 DG2772
 DG2772  NAD 83(1986)-  33 46 15.62220(N)    084 28 38.14725(W) AD(       ) 1
 DG2772  NAD 27      -  33 46 15.23900(N)    084 28 38.40200(W) AD(       ) 1
 DG2772
 DG2772.Superseded values are not recommended for survey control.
 DG2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2772.See file dsdata.txt to determine how the superseded data were derived.
 DG2772
 DG2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3362239626(NAD 83)
 DG2772_MARKER: DS = TRIANGULATION STATION DISK
 DG2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2772
 DG2772  HISTORY     - Date     Condition        Report By
 DG2772  HISTORY     - 1927     MONUMENTED       CGS
 DG2772  HISTORY     - 1953     GOOD             CGS
 DG2772  HISTORY     - 1973     GOOD             NGS
 DG2772
 DG2772                          STATION DESCRIPTION
 DG2772
 DG2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2772'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2772'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2772'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG2772'
 DG2772'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 DG2772'CYLINDERS.
 DG2772'
 DG2772'TO REACH STATION GO OUT MARIETTA STREET TO BANKHEAD AVENUE
 DG2772'THEN 2.7 MILES OUT BANKHEAD AVENUE TO MAYSON-TURNER ROAD.  TURN
 DG2772'LEFT ON MAYSON-TURNER ROAD AND GO 1.4 MILES TO HIGHTOWER
 DG2772'ROAD.  LEFT ON HIGHTOWER ROAD 0.5 MILE TO WILLIAMS STREET.
 DG2772'TURN RIGHT ON WILLIAMS STREET TO WHITE FRAME HOUSE ON LEFT
 DG2772'SIDE OF STREET.  MARK IS ABOUT 250 FEET SW FROM FRAME HOUSE ON
 DG2772'THE PROPERTY OF A.B. CHATHAM.
 DG2772'
 DG2772'HEIGHT OF SIGNAL ABOVE STATION MARK - 45 FEET.
 DG2772
 DG2772                          STATION RECOVERY (1953)
 DG2772
 DG2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG2772'STATION WAS VISITED.  STATION AND REFERENCE MARKS 1 AND 2 WERE
 DG2772'FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS ESTABLISHED AS NO
 DG2772'SUITABLE PLACE WAS FOUND.  WILLIAMS STREET IS NOW NAMED OLDNOW
 DG2772'DRIVE.
 DG2772'
 DG2772'STATION IS LOCATED ON THE HIGHEST POINT IN THE VICINITY,
 DG2772'ABOUT 1 MI. NW OF THE LINCOLN MEMORIAL PARK CEMETERY IN WEST
 DG2772'ATLANTA, DIRECTLY S OF THE HOME OWNED BY H.E. DOLEN (2720 OLDNOW
 DG2772'DRIVE), ABOUT 300 FT. S OF OLDNOW DRIVE, 60 FT. SW OF A LONE
 DG2772'PINE TREE, AND 21 FT. NE OF ANOTHER LONE PINE TREE.  IT IS A
 DG2772'STANDARD DISK, STAMPED CHATMAN 1926 AND SET IN THE TOP OF A
 DG2772'10-IN. ROUND CONCRETE POST ABOUT 6 IN. BELOW THE SURFACE OF
 DG2772'THE GROUND ACCESS TO WHICH IS HAD THROUGH A CAST-IRON COVER.
 DG2772'
 DG2772'REFERENCE MARK 1 IS 37.566 M. E OF THE STATION, ON THE E SLOPE
 DG2772'OF A HILL, JUST SE OF A SMALL PINE THICKET, AND 10 FT. N
 DG2772'OF A 20-IN. PINE TREE.  IT IS A STANDARD DISK, STAMPED CHATHAM NO
 DG2772'1 AND SET IN THE TOP OF A 10-IN. ROUND CONCRETE POST FLUSH
 DG2772'WITH THE SURFACE OF THE GROUND.
 DG2772'
 DG2772'REFERENCE MARK 2 IS 28.219 M. S OF THE STATION, ON THE S SLOPE
 DG2772'OF A HILL, AND AT THE N EDGE OF A TIMBERED AREA.  IT IS A
 DG2772'STANDARD DISK, STAMPED CHATHAM NO 2 AND SET IN THE TOP OF A
 DG2772'10-IN. ROUND CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND.
 DG2772'
 DG2772'TO REACH THE STATION FROM THE INTERSECTION OF BANKHEAD AVENUE
 DG2772'AND HIGHTOWER ROAD, GO S ON HIGHTOWER ROAD FOR 0.5 MI. TO OLDNOW
 DG2772'DRIVE, AND TURN LEFT FOR 0.2 MI. TO THE TOP OF A HILL AND THE
 DG2772'STATION ON THE LEFT.
 DG2772
 DG2772                          STATION RECOVERY (1973)
 DG2772
 DG2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 DG2772'THE STATION AND RM 1 WAS RECOVERED IN GOOD CONDITION.  RESIDENTS
 DG2772'IN THE AREA STATE ANOTHER RM IS LOCATED IN THE WOODS, BUT IT COULD
 DG2772'NOT BE FOUND READILY WITHOUT A DESCRIPTION.  THE STATION IS ABOUT
 DG2772'50 FEET NORTH OF THE SOUTH EDGE OF THE WOODS AND FLUSH WITH THE
 DG2772'GROUND.  IT IS COVERED WITH A 15 INCH STEEL COVER AND SURROUNDED
 DG2772'BY A CONCRETE CASING.  THE LETTERS USC AND GS ARE CAST IN THE
 DG2772'STEEL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1860 ***********************************************************************
 EE1860  DESIGNATION -  CHATSWORTH ATT MICROWAVE
 EE1860  PID         -  EE1860
 EE1860  STATE/COUNTY-  GA/MURRAY
 EE1860  USGS QUAD   -  CRANDALL (1971)
 EE1860
 EE1860                         *CURRENT SURVEY CONTROL
 EE1860  ___________________________________________________________________
 EE1860* NAD 83(1994)-  34 46 16.25809(N)    084 41 14.89630(W)     ADJUSTED  
 EE1860* NAVD 88     -                                                        
 EE1860  ___________________________________________________________________
 EE1860  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 EE1860  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 EE1860
 EE1860  HORZ ORDER  -  THIRD
 EE1860
 EE1860.The horizontal coordinates were established by classical geodetic methods
 EE1860.and adjusted by the National Geodetic Survey in September 1997..
 EE1860
 EE1860
 EE1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1860
 EE1860.The geoid height was determined by GEOID03.
 EE1860
 EE1860;                    North         East     Units Scale Factor Converg.
 EE1860;SPC GA W     -   529,165.524   652,329.275   MT  0.99992800   -0 17 49.3
 EE1860;SPC GA W     - 1,736,103.89  2,140,183.63   sFT  0.99992800   -0 17 49.3
 EE1860;UTM  16      - 3,850,105.002   711,628.078   MT  1.00015203   +1 19 09.6
 EE1860
 EE1860                          SUPERSEDED SURVEY CONTROL
 EE1860
 EE1860  NAD 83(1994)-  34 46 16.26159(N)    084 41 14.90057(W) AD(       ) 4
 EE1860  NAD 83(1986)-  34 46 16.26180(N)    084 41 14.90151(W) AD(       ) 4
 EE1860  NAD 27      -  34 46 15.96833(N)    084 41 15.13113(W) AD(       ) 3
 EE1860
 EE1860.Superseded values are not recommended for survey control.
 EE1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1860.See file dsdata.txt to determine how the superseded data were derived.
 EE1860
 EE1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD1162850105(NAD 83)
 EE1860_MARKER: 45 = MICROWAVE TOWER
 EE1860
 EE1860  HISTORY     - Date     Condition        Report By
 EE1860  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1860
 EE1860                          STATION DESCRIPTION
 EE1860
 EE1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1860'THE STATION IS THE TOP CENTER OF A FOUR-LEGGED, STEEL TRUSS-WORK
 EE1860'TOWER WITH FOUR LARGE FAN TYPE ANTENNAS ON TOP.  IT IS PAINTED
 EE1860'ALTERNATELY RED AND WHITE AND IS APPROXIMATELY 106 FEET HIGH.
 EE1860'
 EE1860'LOCATED AIRLINE ABOUT 5 MILES EAST OF CHATSWORTH AND 1.0 MILE
 EE1860'NORTH OF THE ENTRANCE TO FORT MOUNTAIN STATE PARK ON
 EE1860'U.S. HIGHWAY 76.  IT IS 40 FEET EAST OF THE EAST SIDE OF A BLOCK
 EE1860'BUILDING AND 0.1 MILE NORTH OF U.S. HIGHWAY 76.  CALL LETTERS
 EE1860'KIV 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1930 ***********************************************************************
 EE1930  DESIGNATION -  CHATSWORTH COUNTY CTHSE DOME
 EE1930  PID         -  EE1930
 EE1930  STATE/COUNTY-  GA/MURRAY
 EE1930  USGS QUAD   -  CHATSWORTH (1985)
 EE1930
 EE1930                         *CURRENT SURVEY CONTROL
 EE1930  ___________________________________________________________________
 EE1930* NAD 83(1994)-  34 46 00.91505(N)    084 46 13.19762(W)     ADJUSTED  
 EE1930* NAVD 88     -                                                        
 EE1930  ___________________________________________________________________
 EE1930  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 EE1930  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 EE1930
 EE1930  HORZ ORDER  -  THIRD
 EE1930
 EE1930.The horizontal coordinates were established by classical geodetic methods
 EE1930.and adjusted by the National Geodetic Survey in September 1997..
 EE1930
 EE1930
 EE1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1930
 EE1930.The geoid height was determined by GEOID03.
 EE1930
 EE1930;                    North         East     Units Scale Factor Converg.
 EE1930;SPC GA W     -   528,735.203   644,741.794   MT  0.99993762   -0 20 39.3
 EE1930;SPC GA W     - 1,734,692.08  2,115,290.37   sFT  0.99993762   -0 20 39.3
 EE1930;UTM  16      - 3,849,460.719   704,054.240   MT  1.00011322   +1 16 18.8
 EE1930
 EE1930                          SUPERSEDED SURVEY CONTROL
 EE1930
 EE1930  NAD 83(1994)-  34 46 00.91822(N)    084 46 13.20151(W) AD(       ) 4
 EE1930  NAD 83(1986)-  34 46 00.91863(N)    084 46 13.20148(W) AD(       ) 4
 EE1930  NAD 27      -  34 46 00.62637(N)    084 46 13.42279(W) AD(       ) 3
 EE1930
 EE1930.Superseded values are not recommended for survey control.
 EE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1930.See file dsdata.txt to determine how the superseded data were derived.
 EE1930
 EE1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0405449461(NAD 83)
 EE1930_MARKER: 87 = DOME
 EE1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1930+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 EE1930
 EE1930  HISTORY     - Date     Condition        Report By
 EE1930  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1930  HISTORY     - 20060129 GOOD             LOCENG
 EE1930
 EE1930                          STATION DESCRIPTION
 EE1930
 EE1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1930'THE STATION IS THE APEX OF THE DOME THAT IS ATOP THE MURRAY
 EE1930'COUNTY COURTHOUSE WHICH IS A RED BRICK BUILDING.  THE DOME IS
 EE1930'SILVER IN COLOR AND IS APPROXIMATELY 65 FEET HIGH.
 EE1930'
 EE1930'LOCATED IN THE CENTER OF THE TOWN SQUARE IN CHATSWORTH.
 EE1930
 EE1930                          STATION RECOVERY (2006)
 EE1930
 EE1930'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2006 (MFM)
 EE1930'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1855 ***********************************************************************
 EE1855  DESIGNATION -  CHATSWORTH TV STA WLCP TOWER
 EE1855  PID         -  EE1855
 EE1855  STATE/COUNTY-  GA/MURRAY
 EE1855  USGS QUAD   -  CRANDALL (1971)
 EE1855
 EE1855                         *CURRENT SURVEY CONTROL
 EE1855  ___________________________________________________________________
 EE1855* NAD 83(1994)-  34 45 02.32259(N)    084 42 52.61045(W)     ADJUSTED  
 EE1855* NAVD 88     -                                                        
 EE1855  ___________________________________________________________________
 EE1855  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 EE1855  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 EE1855
 EE1855  HORZ ORDER  -  THIRD
 EE1855
 EE1855.The horizontal coordinates were established by classical geodetic methods
 EE1855.and adjusted by the National Geodetic Survey in September 1997..
 EE1855
 EE1855
 EE1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1855
 EE1855.The geoid height was determined by GEOID03.
 EE1855
 EE1855;                    North         East     Units Scale Factor Converg.
 EE1855;SPC GA W     -   526,900.562   649,832.366   MT  0.99993101   -0 18 44.4
 EE1855;SPC GA W     - 1,728,672.93  2,131,991.69   sFT  0.99993101   -0 18 44.4
 EE1855;UTM  16      - 3,847,770.025   709,195.507   MT  1.00013942   +1 18 11.4
 EE1855
 EE1855                          SUPERSEDED SURVEY CONTROL
 EE1855
 EE1855  NAD 83(1994)-  34 45 02.32648(N)    084 42 52.61448(W) AD(       ) 4
 EE1855  NAD 83(1986)-  34 45 02.32662(N)    084 42 52.61494(W) AD(       ) 4
 EE1855  NAD 27      -  34 45 02.03179(N)    084 42 52.84304(W) AD(       ) 3
 EE1855
 EE1855.Superseded values are not recommended for survey control.
 EE1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1855.See file dsdata.txt to determine how the superseded data were derived.
 EE1855
 EE1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD0919647770(NAD 83)
 EE1855_MARKER: 43 = RADIO/TV TOWER
 EE1855
 EE1855  HISTORY     - Date     Condition        Report By
 EE1855  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1855
 EE1855                          STATION DESCRIPTION
 EE1855
 EE1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1855'THE STATION IS THE LIGHT ATOP AND CENTERED OF A THREE LEGGED,
 EE1855'SKELETON STEEL TOWER OWNED BY GEORGIA STATE DEPARTMENT OF
 EE1855'EDUCATION.  IT IS PAINTED ALTERNATELY RED AND WHITE AND IS
 EE1855'APPROXIMATELY 333 FEET HIGH, WITH A POLE ANTENNA ON TOP.
 EE1855'
 EE1855'LOCATED AIRLINE ABOUT 3-1/2 MILES EAST-SOUTHEAST OF CHATSWORTH
 EE1855'IN THE FORT MOUNTAIN STATE PARK AND APPROXIMATELY 150 FEET SOUTH
 EE1855'OF THE SITE OF TRIANGULATION STATION FORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2769 ***********************************************************************
 DG2769  DESIGNATION -  CHATTAHOOCHEE
 DG2769  PID         -  DG2769
 DG2769  STATE/COUNTY-  GA/FULTON
 DG2769  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG2769
 DG2769                         *CURRENT SURVEY CONTROL
 DG2769  ___________________________________________________________________
 DG2769* NAD 83(1994)-  33 48 27.35207(N)    084 28 55.78952(W)     ADJUSTED  
 DG2769* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 DG2769  ___________________________________________________________________
 DG2769  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DG2769  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 DG2769
 DG2769  HORZ ORDER  -  FIRST
 DG2769
 DG2769.The horizontal coordinates were established by classical geodetic methods
 DG2769.and adjusted by the National Geodetic Survey in September 1997..
 DG2769
 DG2769.The orthometric height was scaled from a topographic map.
 DG2769
 DG2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2769
 DG2769.The geoid height was determined by GEOID03.
 DG2769
 DG2769;                    North         East     Units Scale Factor Converg.
 DG2769;SPC GA W     -   422,209.193   670,790.183   MT  0.99991051   -0 10 32.0
 DG2769;SPC GA W     - 1,385,197.99  2,200,750.79   sFT  0.99991051   -0 10 32.0
 DG2769;UTM  16      - 3,743,673.616   733,068.430   MT  1.00026971   +1 24 05.7
 DG2769
 DG2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2769!SPC GA W     -   0.99996255  x   0.99991051  =   0.99987307
 DG2769!UTM  16      -   0.99996255  x   1.00026971  =   1.00023225
 DG2769
 DG2769|---------------------------------------------------------------------|
 DG2769| PID    Reference Object                     Distance      Geod. Az  |
 DG2769|                                                           dddmmss.s |
 DG2769| CY9762 CHATTAHOOCHEE RM 1                   20.606 METERS 03541     |
 DG2769| CY9763 CHATTAHOOCHEE RM 2                   24.844 METERS 12956     |
 DG2769|---------------------------------------------------------------------|
 DG2769
 DG2769                          SUPERSEDED SURVEY CONTROL
 DG2769
 DG2769  NAD 83(1986)-  33 48 27.35620(N)    084 28 55.79086(W) AD(       ) 1
 DG2769  NAD 27      -  33 48 26.97500(N)    084 28 56.04800(W) AD(       ) 1
 DG2769
 DG2769.Superseded values are not recommended for survey control.
 DG2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2769.See file dsdata.txt to determine how the superseded data were derived.
 DG2769
 DG2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3306843674(NAD 83)
 DG2769_MARKER: DS = TRIANGULATION STATION DISK
 DG2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG2769
 DG2769  HISTORY     - Date     Condition        Report By
 DG2769  HISTORY     - 1927     MONUMENTED       CGS
 DG2769  HISTORY     - 1953     SEE DESCRIPTION  CGS
 DG2769
 DG2769                          STATION DESCRIPTION
 DG2769
 DG2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG2769'STATION IS AT CHATTAHOOCHEE ABOUT 25 FEET S FROM THE SE CORNER
 DG2769'OF WHITTIER AVENUE AND SECOND STREET ON THE PROPERTY OF
 DG2769'CHATTAHOOCHEE BRICK COMPANY.
 DG2769'
 DG2769'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG2769'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES IN
 DG2769'DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG2769'
 DG2769'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE CYLINDERS.
 DG2769'
 DG2769'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 FEET.
 DG2769
 DG2769                          STATION RECOVERY (1953)
 DG2769
 DG2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG2769'STATION SITE WAS VISITED.  STATION AND REFERENCE MARK 1 WERE
 DG2769'FOUND LYING ON THE TOP OF THE GROUND ALONG THE STREET.  REFERENCE
 DG2769'MARK 2 WAS NOT LOCATED, AND IT IS BELIEVED TO HAVE BEEN COVERED
 DG2769'UP UNDER A FILL.  THE STATION SITE IS NOW OCCUPIED BY LARGE GAS
 DG2769'STORAGE TANKS.  THE COMPLETE STATION WAS DESTROYED, AND THE
 DG2769'STATION AND REFERENCE MARK 1 WERE RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC5592 ***********************************************************************
 AC5592  DESIGNATION -  CHATTOOGA ROCK
 AC5592  PID         -  AC5592
 AC5592  STATE/COUNTY-  GA/RABUN
 AC5592  USGS QUAD   -  CASHIERS (1991)
 AC5592
 AC5592                         *CURRENT SURVEY CONTROL
 AC5592  ___________________________________________________________________
 AC5592* NAD 83(1994)-  35 00 05.05248(N)    083 06 31.23264(W)     ADJUSTED  
 AC5592* NAVD 88     -       655.4    (meters)    2150.     (feet)  GPS OBS   
 AC5592  ___________________________________________________________________
 AC5592  X           -     627,631.447 (meters)                     COMP
 AC5592  Y           -  -5,193,059.757 (meters)                     COMP
 AC5592  Z           -   3,638,353.247 (meters)                     COMP
 AC5592  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 AC5592  ELLIP HEIGHT-         625.52  (meters)          (03/13/03) GPS OBS
 AC5592  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 AC5592
 AC5592  HORZ ORDER  -  FIRST
 AC5592  ELLP ORDER  -  FOURTH    CLASS II
 AC5592
 AC5592.The horizontal coordinates were established by GPS observations
 AC5592.and adjusted by the National Geodetic Survey in March 2003..
 AC5592
 AC5592.The orthometric height was determined by GPS observations and a
 AC5592.high-resolution geoid model.
 AC5592
 AC5592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5592
 AC5592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5592
 AC5592.The ellipsoidal height was determined by GPS observations
 AC5592.and is referenced to NAD 83.
 AC5592
 AC5592.The geoid height was determined by GEOID03.
 AC5592
 AC5592;                    North         East     Units Scale Factor Converg.
 AC5592;SPC GA W     -   555,091.210   796,572.642   MT  1.00001491   +0 36 24.9
 AC5592;SPC GA W     - 1,821,161.74  2,613,422.08   sFT  1.00001491   +0 36 24.9
 AC5592;UTM  17      - 3,875,230.389   307,568.155   MT  1.00005640   -1 12 35.6
 AC5592
 AC5592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5592!SPC GA W     -   0.99990182  x   1.00001491  =   0.99991673
 AC5592!UTM  17      -   0.99990182  x   1.00005640  =   0.99995822
 AC5592
 AC5592                          SUPERSEDED SURVEY CONTROL
 AC5592
 AC5592  NAD 83(1994)-  35 00 05.05188(N)    083 06 31.23288(W) AD(       ) 1
 AC5592  NAD 83(1986)-  35 00 05.05874(N)    083 06 31.23292(W) AD(       ) 1
 AC5592
 AC5592.Superseded values are not recommended for survey control.
 AC5592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5592.See file dsdata.txt to determine how the superseded data were derived.
 AC5592
 AC5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0756875230(NAD 83)
 AC5592_MARKER: DD = SURVEY DISK
 AC5592_SETTING: 80 = SET IN A BOULDER
 AC5592_STAMPING: CHATTOOGA ROCK 1996
 AC5592_MARK LOGO: SCGS  
 AC5592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5592+STABILITY: SURFACE MOTION
 AC5592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5592+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC5592
 AC5592  HISTORY     - Date     Condition        Report By
 AC5592  HISTORY     - 1996     MONUMENTED       SCGS
 AC5592
 AC5592                          STATION DESCRIPTION
 AC5592
 AC5592'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AC5592'STATION IS LOCATED 16.6 MILES (26.7 KM) NORTH NORTHWEST OF WALHALLA,
 AC5592'10.8 MILES (17.4 KM) NORTHWEST OF SALEM.  OWNERSHIP--U.S.  NATIONAL
 AC5592'FOREST PROPERTY.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AC5592'HIGHWAYS 28 (HIGHLANDS HIGHWAY), 107 (STATE PARK ROAD) AND BUFFWHALO
 AC5592'ROAD, 2.7 MILES (4.3 KM) NORTHWEST OF WALHALLA, GO NORTH NORTHEAST ON
 AC5592'HIGHWAY 107 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF MARY T WYATT
 AC5592'DRIVE (STATE ROAD 82) LEFT AND STATION MOUNTAIN ROAD RIGHT, CONTINUE
 AC5592'ON HIGHWAY 107 FOR 7.25 MILES (11.67 KM) TO BURRELLS FORD ROAD LEFT
 AC5592'(GRAVEL ROAD), TURN LEFT ON BURRELLS FORD ROAD FOR 2.35 MILES (3.78
 AC5592'KM) TO BURRELLS FORD CAMPGROUND LEFT, BEAR RIGHT ON THE MAIN ROAD FOR
 AC5592'0.45 MILE (0.72 KM) TO EAST SIDE OF THE CONCRETE BRIDGE OVER THE
 AC5592'CHATTOOGA RIVER, TRAIL NORTH TO COMMISSIONERS ROCK AND ELLICOTTS ROCK
 AC5592'STARTS ABOUT 350 FEET (106.7 M) EAST OF THE BRIDGE, PROCEED NORTHWEST
 AC5592'ALONG THE CHATTOOGA RIVER TRAIL FOR 1.5 MILES (2.4 KM) TO A WELL-BUILT
 AC5592'BRIDGE THAT CROSS EAST FORK, GO LEFT AFTER CROSSING THE BRIDGE ALONG
 AC5592'THE TRAIL FOR 1.7 MILES (2.7 KM) TO THE STATION IN A BOULDER ON THE
 AC5592'EAST SIDE OF COMMISSIONERS ISLAND IN THE MIDDLE OF THE CHATTOOGA RIVER
 AC5592'NEAR COMMISSIONERS ROCK.  STATION IS A DRILL MARK IN LARGE BOULDER,
 AC5592'37.0 FEET (11.3 M) WEST NORTHWEST OF COMMISSIONERS ROCK.  STATION IS
 AC5592'REACHED BY WADING ACROSS RIVER WHICH IS DANGEROUS IN ALL BUT VERY LOW
 AC5592'WATER.  HIP BOOTS RECOMMENDED.  DESCRIBED BY ALAN-JON ZUPAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0645 ***********************************************************************
 CL0645  DESIGNATION -  CHAUNCEY AZ MK
 CL0645  PID         -  CL0645
 CL0645  STATE/COUNTY-  GA/DODGE
 CL0645  USGS QUAD   -  MILAN (1972)
 CL0645
 CL0645                         *CURRENT SURVEY CONTROL
 CL0645  ___________________________________________________________________
 CL0645* NAD 83(1986)-  32 06 13.     (N)    083 03 30.     (W)     SCALED    
 CL0645* NAVD 88     -        92.581  (meters)     303.74   (feet)  ADJUSTED  
 CL0645  ___________________________________________________________________
 CL0645  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CL0645  DYNAMIC HT  -          92.473 (meters)     303.39  (feet)  COMP
 CL0645  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CL0645
 CL0645  VERT ORDER  -  FIRST     CLASS II
 CL0645
 CL0645.The horizontal coordinates were scaled from a topographic map and have
 CL0645.an estimated accuracy of +/- 6 seconds.
 CL0645
 CL0645.The orthometric height was determined by differential leveling
 CL0645.and adjusted by the National Geodetic Survey in June 1991..
 CL0645
 CL0645.The geoid height was determined by GEOID03.
 CL0645
 CL0645.The dynamic height is computed by dividing the NAVD 88
 CL0645.geopotential number by the normal gravity value computed on the
 CL0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0645.degrees latitude (g = 980.6199 gals.).
 CL0645
 CL0645.The modeled gravity was interpolated from observed gravity values.
 CL0645
 CL0645;                    North         East    Units  Estimated Accuracy
 CL0645;SPC GA E     -   233,550.      115,850.      MT  (+/- 180 meters Scaled)
 CL0645
 CL0645                          SUPERSEDED SURVEY CONTROL
 CL0645
 CL0645  NGVD 29 (??/??/92)   92.798  (m)          304.45   (f) ADJ UNCH    1 2
 CL0645
 CL0645.Superseded values are not recommended for survey control.
 CL0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0645.See file dsdata.txt to determine how the superseded data were derived.
 CL0645
 CL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR057537(NAD 83)
 CL0645_MARKER: DZ = AZIMUTH MARK DISK
 CL0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0645_STAMPING: CHAUNCEY AZI 1935
 CL0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0645+STABILITY: SURFACE MOTION
 CL0645
 CL0645  HISTORY     - Date     Condition        Report By
 CL0645  HISTORY     - 1935     MONUMENTED       CGS
 CL0645  HISTORY     - 1959     GOOD             NGS
 CL0645
 CL0645                          STATION DESCRIPTION
 CL0645
 CL0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0645'0.4 MI E FROM CHAUNCEY.
 CL0645'ABOUT 3.4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 CL0645'AT CHAUNCEY, AT MILEPOST 308, 83 FEET SOUTH OF AND ACROSS THE
 CL0645'TRACK FROM BENCH MARK U 241 AND THE SOUTHWEST CORNER OF A
 CL0645'CEMETERY, 26 FEET SOUTH OF THE SOUTH RAIL, 166 FEET WEST OF THE
 CL0645'MILEPOST, 20 FEET NORTH OF THE CENTER LINE OF A ROAD THAT
 CL0645'PARALLELS THE SOUTH SIDE OF THE TRACK, 1 1/2 FEET WEST OF A
 CL0645'TELEPHONE POLE AND IS IN LINE WITH THE ROW OF POLES, ABOUT 12
 CL0645'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 CL0645'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1610 ***********************************************************************
 CL1610  DESIGNATION -  CHAUNCEY ECC RESET
 CL1610  PID         -  CL1610
 CL1610  STATE/COUNTY-  GA/DODGE
 CL1610  USGS QUAD   -  MILAN (1972)
 CL1610
 CL1610                         *CURRENT SURVEY CONTROL
 CL1610  ___________________________________________________________________
 CL1610* NAD 83(1986)-  32 06 20.     (N)    083 03 52.     (W)     SCALED    
 CL1610* NAVD 88     -        91.06   (meters)     298.8    (feet)  RESET     
 CL1610  ___________________________________________________________________
 CL1610  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CL1610
 CL1610  VERT ORDER  -  THIRD
 CL1610
 CL1610.The horizontal coordinates were scaled from a topographic map and have
 CL1610.an estimated accuracy of +/- 6 seconds.
 CL1610
 CL1610.The orthometric height was computed from unverified reset data.
 CL1610
 CL1610.The geoid height was determined by GEOID03.
 CL1610
 CL1610;                    North         East    Units  Estimated Accuracy
 CL1610;SPC GA E     -   233,770.      115,270.      MT  (+/- 180 meters Scaled)
 CL1610
 CL1610                          SUPERSEDED SURVEY CONTROL
 CL1610
 CL1610  NGVD 29 (11/20/03)   91.28   (m)          299.5    (f) RESET       3  
 CL1610
 CL1610.Superseded values are not recommended for survey control.
 CL1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1610.See file dsdata.txt to determine how the superseded data were derived.
 CL1610
 CL1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR052540(NAD 83)
 CL1610_MARKER: DS = TRIANGULATION STATION DISK
 CL1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL1610_STAMPING: CHAUNCEY ECC 1935 1978
 CL1610_PROJECTION: FLUSH
 CL1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL1610+STABILITY: SURFACE MOTION
 CL1610
 CL1610  HISTORY     - Date     Condition        Report By
 CL1610  HISTORY     - 1978     MONUMENTED       NGS
 CL1610  HISTORY     - 1978     GOOD             NGS
 CL1610
 CL1610                          STATION DESCRIPTION
 CL1610
 CL1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CL1610'THE STATION UNDERGROUND MARK, AZIMUTH MARK, REFERENCE MARK 2 AND
 CL1610'STATION CHAUNCEY 1917 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CL1610'STATION SURFACE MARK WAS FOUND LEANING TO THE EAST.  REFERENCE MARK 1
 CL1610'WAS SEARCHED FOR USING THE DISTANCE AND DIRECTION, BUT WAS NOT
 CL1610'FOUND.  A NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE
 CL1610'UNDERGROUND MARK.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 CL1610'DISTANCE TO REFERENCE MARK 2 CHECKED THE ORIGINAL DESCRIPTION.  A
 CL1610'SHORTER DISTANCE OF .02 FEET WAS MEASURED TO CHAUNCEY 1917.  DUE
 CL1610'TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CL1610'
 CL1610'STATION IS LOCATED AT CHAUNCEY AND IN THE NORTHEAST ANGLE OF THE
 CL1610'RAILROAD CROSSING AND STATE HIGHWAY 165.  STATION MARK IS A STANDARD
 CL1610'DISK STAMPED CHAUNCEY ECC 1935 1978, IS SET IN THE TOP OF A 12-INCH
 CL1610'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND.  IT IS 77.0
 CL1610'FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONDED
 CL1610'RAILROAD DEPOT, 58.0 FEET NORTHEAST OF THE EAST RAILROAD GATE
 CL1610'STRUCTURE, 37.5 FEET NORTH OF THE NORTH RAIL OF MAIN TRACK, 29.0 FEET
 CL1610'SOUTH OF THE CENTER OF SURFACED ROAD, 25.0 FEET EAST OF THE EAST CURB
 CL1610'OF STATE HIGHWAY 165 AND 2.5 FEET WEST OF A METAL WITNESS POST.  THE
 CL1610'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CL1610'ABOUT 30-INCHES BELOW THE GROUND SURFACE.
 CL1610'
 CL1610'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHAUNCEY NO 2 1935 IS
 CL1610'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 3-INCHES
 CL1610'BELOW THE GROUND SURFACE.  IT IS 40.0 FEET NORTH OF THE CENTER OF MAIN
 CL1610'STREET, 36.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 165, 22.0 FEET
 CL1610'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK AND 13.5 FEET SOUTHEAST OF
 CL1610'THE EAST RAILROAD CROSSING GATE STRUCTURE.
 CL1610'
 CL1610'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHAUNCEY ECC 1935 NO 3
 CL1610'1978, IS CEMENTED IN THE WEST CURB OF STATE HIGHWAY 165.  IT IS 87.0
 CL1610'FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD BRICK STORE, 27.5 FEET
 CL1610'NORTH OF THE NORTH RAIL OF THE MAIN RAILROAD TRACK, 12.5 FEET EAST OF
 CL1610'THE SOUTHEAST CORNER OF THE OLD DEPOT AND 4.5 FEET EAST OF THE WEST
 CL1610'CROSSING GATE STRUCTURE.
 CL1610'
 CL1610'AZIMUTH MARK IS A STANDARD DISK STAMPED CHAUNCEY AZ MK 1935 IS SET
 CL1610'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CL1610'10-INCHES ABOVE THE GROUND.  IT IS 166.0 FEET WEST OF MILEPOST 308,
 CL1610'83.0 FEET SOUTH AND ACROSS RAILROAD TRACK FROM BENCH MARK U 241, 26.0
 CL1610'FEET SOUTH OF THE SOUTH RAIL OF TRACK, 20.0 FEET NORTH OF CENTER OF
 CL1610'DIRT ROAD, 1.5 FEET WEST OF A TELEPHONE POLE, AND 1.4 FEET NORTHWEST
 CL1610'OF A METAL WITNESS POST.
 CL1610'
 CL1610'STATION CHAUNCEY, A STANDARD DISK STAMPED CHAUNCEY 1917 G 15
 CL1610'ELEV. 298.372, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 CL1610'THAT IS SET 10 INCHES BELOW THE GROUND SURFACE.  IT IS 75.5 FEET EAST
 CL1610'OF THE SOUTHEAST CORNER OF AN ABANDONDED RAILROAD STATION BUILDING,
 CL1610'43.5 FEET NORTHEAST OF THE EAST RAILROAD GATE STRUCTURE, 43.5 FEET
 CL1610'SOUTH OF THE CENTER OF A SURFACED STREET, 23.3 FEET NORTH OF THE NORTH
 CL1610'RAIL OF THE MAIN RAILROAD TRACK AND 23.0 FEET EAST OF THE EAST CURB OF
 CL1610'STATE HIGHWAY 165.  AZIMUTH MARK IS 0.4 MILE EAST ALONG STREET AND
 CL1610'TRACK.
 CL1610
 CL1610                          STATION RECOVERY (1978)
 CL1610
 CL1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CL1610'IN CHAUNCEY.
 CL1610'IN CHAUNCEY, AT THE RAILROAD CROSSING OF STATE HIGHWAY 165, 23.5
 CL1610'METERS (77.0 FT) EAST-NORTHEAST OF SOUTHEAST CORNER OF AN ABANDONED
 CL1610'RAILROAD DEPOT BUILDING, 17.7 METERS (58.0 FT) NORTHEAST OF THE
 CL1610'CENTER OF THE EAST RAILROAD GATE STRUCTURE, 11.4 METERS (37.5 FT)
 CL1610'NORTH OF THE NORTH RAIL OF THE MAIN RAILROAD TRACK, 8.8 METERS
 CL1610'(29.0 FT) SOUTH OF THE CENTER OF A SURFACED STREET, 7.6 METERS
 CL1610'(25.0 FT) EAST OF THE EAST CURB OF STATE HIGHWAY 165, AND 0.6 METER
 CL1610'(2.0 FT) NORTH OF A METAL WITNESS POST.
 CL1610'THE MARK IS 2.5 FT  W FROM A WITNESS POST.
 CL1610'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1611 ***********************************************************************
 CL1611  DESIGNATION -  CHAUNCEY ECC RM 3
 CL1611  PID         -  CL1611
 CL1611  STATE/COUNTY-  GA/DODGE
 CL1611  USGS QUAD   -  MILAN (1972)
 CL1611
 CL1611                         *CURRENT SURVEY CONTROL
 CL1611  ___________________________________________________________________
 CL1611* NAD 83(1986)-  32 06 20.     (N)    083 03 52.     (W)     SCALED    
 CL1611* NAVD 88     -        91.18   (meters)     299.1    (feet)  RESET     
 CL1611  ___________________________________________________________________
 CL1611  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CL1611
 CL1611  VERT ORDER  -  THIRD
 CL1611
 CL1611.The horizontal coordinates were scaled from a topographic map and have
 CL1611.an estimated accuracy of +/- 6 seconds.
 CL1611
 CL1611.The orthometric height was computed from unverified reset data.
 CL1611
 CL1611.The geoid height was determined by GEOID03.
 CL1611
 CL1611;                    North         East    Units  Estimated Accuracy
 CL1611;SPC GA E     -   233,770.      115,270.      MT  (+/- 180 meters Scaled)
 CL1611
 CL1611                          SUPERSEDED SURVEY CONTROL
 CL1611
 CL1611  NGVD 29 (11/20/03)   91.39   (m)          299.8    (f) RESET       3  
 CL1611
 CL1611.Superseded values are not recommended for survey control.
 CL1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1611.See file dsdata.txt to determine how the superseded data were derived.
 CL1611
 CL1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR052540(NAD 83)
 CL1611_MARKER: DR = REFERENCE MARK DISK
 CL1611_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CL1611_SP_SET: CONCRETE CURB
 CL1611_STAMPING: CHAUNCEY ECC 1935 NO 3 1978
 CL1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL1611
 CL1611  HISTORY     - Date     Condition        Report By
 CL1611  HISTORY     - 1978     MONUMENTED       NGS
 CL1611
 CL1611                          STATION DESCRIPTION
 CL1611
 CL1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CL1611'IN CHAUNCEY.
 CL1611'IN CHAUNCEY, AT THE RAILROAD CROSSING OF STATE HIGHWAY 165,IN THE
 CL1611'WEST CURB OF STATE HIGHWAY 165, 26.5 METERS (87.0 FT) SOUTH OF THE
 CL1611'SOUTHEAST CORNER OF A LARGE BRICK STORE BUILDING, 8.4 METERS (27.5 FT)
 CL1611'NORTH OF THE NORTH RAIL OF MAIN RAILROAD TRACK, 3.8 METERS (12.5 FT)
 CL1611'EAST OF THE SOUTHEAST CORNER OF ABANDONED RAILROAD DEPOT BUILDING,
 CL1611'AND 1.4 METERS (4.5 FT) EAST OF THE WEST RAILROAD CROSSING GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0650 ***********************************************************************
 CL0650  DESIGNATION -  CHAUNCEY ECCENTRIC RM 2
 CL0650  PID         -  CL0650
 CL0650  STATE/COUNTY-  GA/DODGE
 CL0650  USGS QUAD   -  MILAN (1972)
 CL0650
 CL0650                         *CURRENT SURVEY CONTROL
 CL0650  ___________________________________________________________________
 CL0650* NAD 83(1986)-  32 06 20.     (N)    083 03 53.     (W)     SCALED    
 CL0650* NAVD 88     -        90.865  (meters)     298.11   (feet)  ADJUSTED  
 CL0650  ___________________________________________________________________
 CL0650  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CL0650  DYNAMIC HT  -          90.759 (meters)     297.77  (feet)  COMP
 CL0650  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 CL0650
 CL0650  VERT ORDER  -  FIRST     CLASS II
 CL0650
 CL0650.The horizontal coordinates were scaled from a topographic map and have
 CL0650.an estimated accuracy of +/- 6 seconds.
 CL0650
 CL0650.The orthometric height was determined by differential leveling
 CL0650.and adjusted by the National Geodetic Survey in June 1991..
 CL0650
 CL0650.The geoid height was determined by GEOID03.
 CL0650
 CL0650.The dynamic height is computed by dividing the NAVD 88
 CL0650.geopotential number by the normal gravity value computed on the
 CL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0650.degrees latitude (g = 980.6199 gals.).
 CL0650
 CL0650.The modeled gravity was interpolated from observed gravity values.
 CL0650
 CL0650;                    North         East    Units  Estimated Accuracy
 CL0650;SPC GA E     -   233,770.      115,240.      MT  (+/- 180 meters Scaled)
 CL0650
 CL0650                          SUPERSEDED SURVEY CONTROL
 CL0650
 CL0650  NGVD 29 (??/??/92)   91.081  (m)          298.82   (f) ADJ UNCH    1 2
 CL0650
 CL0650.Superseded values are not recommended for survey control.
 CL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0650.See file dsdata.txt to determine how the superseded data were derived.
 CL0650
 CL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR051540(NAD 83)
 CL0650_MARKER: DR = REFERENCE MARK DISK
 CL0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0650_STAMPING: CHAUNCEY NO 2 1935
 CL0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0650+STABILITY: SURFACE MOTION
 CL0650
 CL0650  HISTORY     - Date     Condition        Report By
 CL0650  HISTORY     - 1935     MONUMENTED       CGS
 CL0650  HISTORY     - 1959     GOOD             NGS
 CL0650
 CL0650                          STATION DESCRIPTION
 CL0650
 CL0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CL0650'AT CHAUNCEY.
 CL0650'AT CHAUNCEY, 64.2 FEET SOUTH OF AND ACROSS THE TRACKS FROM
 CL0650'CHAUNCEY ECCENTRIC DESCRIBED, 7 FEET SOUTH OF THE SOUTH RAIL
 CL0650'OF A SIDE TRACK, 22 FEET SOUTH OF AND ACROSS THE SIDE TRACK FROM
 CL0650'THE SOUTH RAIL OF THE MAIN TRACK, 34 FEET EAST OF THE CENTER LINE
 CL0650'OF A BLACK TOP STREET THAT CROSSES THE TRACK, 8 FEET NORTH-NORTHEAST
 CL0650'OF THE EAST END OF A 24 INCH PIPE CULVERT UNDER THE
 CL0650'NORTH-SOUTH STREET, 8 FEET EAST-NORTHEAST OF A CROSSING SIGN POST,
 CL0650'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 CL0650'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0649 ***********************************************************************
 CL0649  DESIGNATION -  CHAUNCEY=G 15
 CL0649  PID         -  CL0649
 CL0649  STATE/COUNTY-  GA/DODGE
 CL0649  USGS QUAD   -  MILAN (1972)
 CL0649
 CL0649                         *CURRENT SURVEY CONTROL
 CL0649  ___________________________________________________________________
 CL0649* NAD 83(1994)-  32 06 19.87159(N)    083 03 52.10464(W)     ADJUSTED  
 CL0649* NAVD 88     -        90.883  (meters)     298.17   (feet)  ADJUSTED  
 CL0649  ___________________________________________________________________
 CL0649  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CL0649  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CL0649  DYNAMIC HT  -          90.776 (meters)     297.82  (feet)  COMP
 CL0649  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 CL0649
 CL0649  HORZ ORDER  -  FIRST
 CL0649  VERT ORDER  -  FIRST     CLASS II
 CL0649
 CL0649.The horizontal coordinates were established by classical geodetic methods
 CL0649.and adjusted by the National Geodetic Survey in September 1997..
 CL0649
 CL0649.The orthometric height was determined by differential leveling
 CL0649.and adjusted by the National Geodetic Survey in June 1991..
 CL0649
 CL0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0649
 CL0649.The geoid height was determined by GEOID03.
 CL0649
 CL0649.The dynamic height is computed by dividing the NAVD 88
 CL0649.geopotential number by the normal gravity value computed on the
 CL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0649.degrees latitude (g = 980.6199 gals.).
 CL0649
 CL0649.The modeled gravity was interpolated from observed gravity values.
 CL0649
 CL0649;                    North         East     Units Scale Factor Converg.
 CL0649;SPC GA E     -   233,769.402   115,267.667   MT  0.99998851   -0 28 37.9
 CL0649;SPC GA E     -   766,958.45    378,174.00   sFT  0.99998851   -0 28 37.9
 CL0649;UTM  17      - 3,553,997.557   305,204.619   MT  1.00006797   -1 05 51.3
 CL0649
 CL0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0649!SPC GA E     -   0.99999009  x   0.99998851  =   0.99997860
 CL0649!UTM  17      -   0.99999009  x   1.00006797  =   1.00005805
 CL0649
 CL0649|---------------------------------------------------------------------|
 CL0649| PID    Reference Object                     Distance      Geod. Az  |
 CL0649|                                                           dddmmss.s |
 CL0649| CL0648 CHAUNCEY ECC                          4.325 METERS 01927     |
 CL0649| CL1435 WHOOPE=F 15                         APPROX. 0.8 KM 1090413.7 |
 CL0649| CL3037 CHAUNCEY RM 2                        15.204 METERS 20134     |
 CL0649| CL1611 CHAUNCEY ECC RM 3                    19.365 METERS 28755     |
 CL0649| CL3038 CHAUNCEY RM                                        33830     |
 CL0649|---------------------------------------------------------------------|
 CL0649
 CL0649                          SUPERSEDED SURVEY CONTROL
 CL0649
 CL0649  NAD 83(1986)-  32 06 19.87475(N)    083 03 52.10077(W) AD(       ) 1
 CL0649  NAD 27      -  32 06 19.24900(N)    083 03 52.56800(W) AD(       ) 1
 CL0649  NGVD 29 (??/??/92)   91.10   (m)          298.9    (f) COMPUTED    1 2
 CL0649
 CL0649.Superseded values are not recommended for survey control.
 CL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0649.See file dsdata.txt to determine how the superseded data were derived.
 CL0649
 CL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR0520553998(NAD 83)
 CL0649_MARKER: DS = TRIANGULATION STATION DISK
 CL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0649_STAMPING: ELEV 298.372 FEET G 15 CHAUNCEY 1917
 CL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0649+STABILITY: SURFACE MOTION
 CL0649
 CL0649  HISTORY     - Date     Condition        Report By
 CL0649  HISTORY     - 1917     MONUMENTED       NGS
 CL0649  HISTORY     - 1935     GOOD             CGS
 CL0649  HISTORY     - 1935     GOOD             NGS
 CL0649  HISTORY     - 1978     GOOD             NGS
 CL0649
 CL0649                          STATION DESCRIPTION
 CL0649
 CL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CL0649'JUST SOUTH OF RAILWAY STATION AT CHAUNCEY ON SOUTHERN RAILWAY, ON
 CL0649'RIGHT SIDE OF TRACK GOING NORTH, 6.90 METERS (22.6 FEET) FROM
 CL0649'RIGHT RAIL OF TRACK, ON EAST AND WEST TANGENT OF NORTH RAIL, AND
 CL0649'ABOUT 13 METERS (43 FEET) SOUTHEAST OF BUSSEY STREET WHERE IT CROSSES
 CL0649'THE RAILWAY.  SURFACE MARK IS STANDARD DISK IN CONCRETE.
 CL0649'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS
 CL0649'LARGE NAIL IN SQUARE CONCRETE POST, ON WEST SIDE OF TRACK, AT
 CL0649'CORNER OF KELLY PROPERTY, AND 32.95 METERS (108.1 FEET) FROM STATION.
 CL0649'IN 1935 REFERENCE MARK REPORTED
 CL0649'DESTROYED, AND NEW STATION ESTABLISHED AND MARKED WITH STANDARD DISK
 CL0649'STAMPED CHAUNCEY 1917-1934 ECC.  (SEE DESCRIPTION THEREOF).  STATION
 CL0649'FURTHER DESCRIBED AS BEING 77.5 FEET EAST OF SOUTHEAST CORNER OF
 CL0649'RAILWAY STATION, AND 8.2 FEET NORTH OF NORTH RAIL OF SOUTHERN
 CL0649'RAILWAY.
 CL0649
 CL0649                          STATION RECOVERY (1935)
 CL0649
 CL0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CL0649'AT CHAUNCEY.
 CL0649'AT CHAUNCEY, ALONG THE SOUTHERN RAILWAY, 77.7 FEET EAST OF THE
 CL0649'SOUTHEAST CORNER OF THE STATION, 8.2 FEET NORTH OF NORTH RAIL OF
 CL0649'A SIDE TRACK, 22.8 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 14.2
 CL0649'FEET SOUTH OF TRIANGULATION CHAUNCEY(ECC) DESCRIBED, AND SET IN THE
 CL0649'TOP OF A CONCRETE POST ABOUT 5 INCHES UNDERGROUND.
 CL0649
 CL0649                          STATION RECOVERY (1978)
 CL0649
 CL0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CL0649'THE STATION MARK WAS RECOVERED AND APPEARED IN GOOD CONDITION.  THE
 CL0649'ORIGINAL REFERENCE MARK HAS BEEN DESTROYED.  STATION WAS TIED TO
 CL0649'CHAUNCEY ECC 1935, REFERENCE MARKS 2 AND 3.  STATION OCCUPIED THIS
 CL0649'VISIT.  FOR LOCATION AND DESCRIPTIONS OF ALL MARKS SEE CHAUNCEY ECC
 CL0649'1935 1978 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2019 ***********************************************************************
 BT2019  DESIGNATION -  CHENEY
 BT2019  PID         -  BT2019
 BT2019  STATE/COUNTY-  GA/CALHOUN
 BT2019  USGS QUAD   -  EDISON (1973)
 BT2019
 BT2019                         *CURRENT SURVEY CONTROL
 BT2019  ___________________________________________________________________
 BT2019* NAD 83(1994)-  31 37 14.53993(N)    084 38 56.58785(W)     ADJUSTED  
 BT2019* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BT2019  ___________________________________________________________________
 BT2019  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BT2019  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BT2019
 BT2019  HORZ ORDER  -  FIRST
 BT2019
 BT2019.The horizontal coordinates were established by classical geodetic methods
 BT2019.and adjusted by the National Geodetic Survey in September 1997..
 BT2019
 BT2019.The orthometric height was scaled from a topographic map.
 BT2019
 BT2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2019
 BT2019.The geoid height was determined by GEOID03.
 BT2019
 BT2019;                    North         East     Units Scale Factor Converg.
 BT2019;SPC GA W     -   179,764.578   654,235.564   MT  0.99992582   -0 15 10.5
 BT2019;SPC GA W     -   589,777.62  2,146,437.85   sFT  0.99992582   -0 15 10.5
 BT2019;UTM  16      - 3,500,794.489   722,997.236   MT  1.00021336   +1 13 59.1
 BT2019
 BT2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2019!SPC GA W     -   0.99998944  x   0.99992582  =   0.99991526
 BT2019!UTM  16      -   0.99998944  x   1.00021336  =   1.00020279
 BT2019
 BT2019:                Primary Azimuth Mark                     Grid Az
 BT2019:SPC GA W     -  SHELLMAN MUN TANK                        012 34 41.3
 BT2019:UTM  16      -  SHELLMAN MUN TANK                        011 05 31.7
 BT2019
 BT2019|---------------------------------------------------------------------|
 BT2019| PID    Reference Object                     Distance      Geod. Az  |
 BT2019|                                                           dddmmss.s |
 BT2019| BT1970 SHELLMAN MUN TANK                   APPROX.15.5 KM 0121930.8 |
 BT2019| BT1679 DAWSON SQUAT MUN TANK               APPROX.26.2 KM 0480455.5 |
 BT2019| CY9221 CHENEY AZ MK                                       1485028.0 |
 BT2019| CY9222 CHENEY RM 1                          73.426 METERS 17032     |
 BT2019| BT1911 ARLINGTON GA LT AND POWER TANK      APPROX.21.4 KM 2000528.4 |
 BT2019| BT2018 EDISON OIL CO TALLEST TANK          APPROX.10.5 KM 2334850.2 |
 BT2019| CY9223 CHENEY RM 2                          75.286 METERS 31045     |
 BT2019| BT2055 CUTHBERT ANDREWS COLL TALL TWR      APPROX.21.8 KM 3203256.3 |
 BT2019| BT2057 CUTHBERT CO CTHSE FLAG BASE         APPROX.21.5 KM 3214658.2 |
 BT2019| BT2058 CUTHBERT MUN TANK                   APPROX.21.1 KM 3220648.2 |
 BT2019|---------------------------------------------------------------------|
 BT2019
 BT2019                          SUPERSEDED SURVEY CONTROL
 BT2019
 BT2019  NAD 83(1994)-  31 37 14.54729(N)    084 38 56.59093(W) AD(       ) 1
 BT2019  NAD 83(1986)-  31 37 14.54748(N)    084 38 56.59030(W) AD(       ) 1
 BT2019  NAD 27      -  31 37 13.93500(N)    084 38 56.89100(W) AD(       ) 1
 BT2019
 BT2019.Superseded values are not recommended for survey control.
 BT2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2019.See file dsdata.txt to determine how the superseded data were derived.
 BT2019
 BT2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2299700794(NAD 83)
 BT2019_MARKER: DS = TRIANGULATION STATION DISK
 BT2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2019
 BT2019  HISTORY     - Date     Condition        Report By
 BT2019  HISTORY     - 1933     MONUMENTED       CGS
 BT2019
 BT2019                          STATION DESCRIPTION
 BT2019
 BT2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 BT2019'THIS STATION IS ABOUT 8 MILES NE OF EDISON, 4.5 MILES N BY E OF
 BT2019'DICKEY, ON THE NE SIDE OF THE MORGAN AND CUTHBERT ROAD AND ON LAND
 BT2019'OWNED BY MR. T.E. CHENEY, JR.  THE MARK IS 209 FEET SE OF THE NE
 BT2019'CORNER OF THE CHENEY FARMHOUSE WHICH IS SW OF THE ROAD, NE OF ROW
 BT2019'OF LARGE LIVE OAK TREES NE OF THE ROAD, AT THE SW EDGE OF A
 BT2019'CULTIVATED FIELD, 52 PACES S OF A LARGE PEAR ORCHARD, 132 FEET NW
 BT2019'OF A BARN ON THE NE SIDE OF THE ROAD, 63 FEET NE OF THE CENTER
 BT2019'LINE OF THE ROAD, 9 PACES N OF A LARGE TREE AND 17 PACES SE OF
 BT2019'ANOTHER LARGE TREE.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 BT2019'
 BT2019'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BT2019'BRONZE DISKS SET IN CONCRETE.
 BT2019'
 BT2019'REFERENCE MARK NO. 1 IS S OF THE STATION, 15 FEET SW OF THE CENTER
 BT2019'LINE OF THE ROAD, DIRECTLY OPPOSITE A HOUSE OCCUPIED BY A COLORED
 BT2019'FAMILY, AT THE EDGE OF A LARGE CULTIVATED FIELD, 6 FEET S OF A GATE
 BT2019'LEADING INTO THE FIELD AND PROJECTS 10 INCHES ABOVE THE GROUND.
 BT2019'
 BT2019'REFERENCE MARK NO. 2 IS NW OF THE STATION, 42 FEET N OF THE NE
 BT2019'CORNER OF THE CHENEY FARMHOUSE, 18 FEET SW OF THE CENTER LINE OF
 BT2019'THE ROAD, NEAR A FENCE CORNER, AND PROJECTS 8 INCHES ABOVE THE
 BT2019'GROUND.
 BT2019'
 BT2019'THE AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION, IN THE SAME
 BT2019'FIELD AS THE STATION, 70 PACES N OF THE ROAD FORKS, 20 FEET W OF
 BT2019'THE CENTER LINE OF THE ROAD LEADING N AND PROJECTS 5 INCHES ABOVE
 BT2019'THE GROUND.
 BT2019'
 BT2019'TO REACH STATION FROM EDISON BY STATE HIGHWAY 37 GO E 5.3 MILES TO
 BT2019'FORKS.  TAKE LEFT FORK AND CONTINUE 0.6 MILE TO A T-ROAD LEADING N.
 BT2019'FOLLOW T-ROAD N 4.0 MILES TO ROAD FORKS, TURN LEFT AND GO 100
 BT2019'YARDS TO FORKS.  TAKE LEFT FORK AND GO 0.2 MILE TO THE STATION.
 BT2019'
 BT2019'A 116-FOOT TOWER WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2020 ***********************************************************************
 BT2020  DESIGNATION -  CHENEY 2
 BT2020  PID         -  BT2020
 BT2020  STATE/COUNTY-  GA/CALHOUN
 BT2020  USGS QUAD   -  EDISON (1973)
 BT2020
 BT2020                         *CURRENT SURVEY CONTROL
 BT2020  ___________________________________________________________________
 BT2020* NAD 83(1994)-  31 37 16.12745(N)    084 38 58.74888(W)     ADJUSTED  
 BT2020* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 BT2020  ___________________________________________________________________
 BT2020  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BT2020  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BT2020
 BT2020  HORZ ORDER  -  FIRST
 BT2020
 BT2020.The horizontal coordinates were established by classical geodetic methods
 BT2020.and adjusted by the National Geodetic Survey in September 1997..
 BT2020
 BT2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2020
 BT2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2020
 BT2020.The geoid height was determined by GEOID03.
 BT2020
 BT2020;                    North         East     Units Scale Factor Converg.
 BT2020;SPC GA W     -   179,813.721   654,178.830   MT  0.99992589   -0 15 11.6
 BT2020;SPC GA W     -   589,938.85  2,146,251.71   sFT  0.99992589   -0 15 11.6
 BT2020;UTM  16      - 3,500,842.158   722,939.230   MT  1.00021304   +1 13 58.1
 BT2020
 BT2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2020!SPC GA W     -   0.99998870  x   0.99992589  =   0.99991459
 BT2020!UTM  16      -   0.99998870  x   1.00021304  =   1.00020174
 BT2020
 BT2020|---------------------------------------------------------------------|
 BT2020| PID    Reference Object                     Distance      Geod. Az  |
 BT2020|                                                           dddmmss.s |
 BT2020| CY9224 CHENEY 2 RM 3                        37.905 METERS 01232     |
 BT2020| CY9225 CHENEY 2 RM 4                        32.336 METERS 08757     |
 BT2020| CY9226 CHENEY 2 RM 5                                      1660440.9 |
 BT2020| BT2022 EDISON LOT                          APPROX.10.1 KM 2281340.0 |
 BT2020| BT2021 EDISON MUN TANK                     APPROX.10.8 KM 2305611.7 |
 BT2020| BT2018 EDISON OIL CO TALLEST TANK          APPROX.10.5 KM 2332452.8 |
 BT2020|---------------------------------------------------------------------|
 BT2020
 BT2020                          SUPERSEDED SURVEY CONTROL
 BT2020
 BT2020  NAD 83(1994)-  31 37 16.13459(N)    084 38 58.75195(W) AD(       ) 1
 BT2020  NAD 83(1986)-  31 37 16.13484(N)    084 38 58.75182(W) AD(       ) 1
 BT2020  NAD 27      -  31 37 15.52404(N)    084 38 59.04605(W) AD(       ) 1
 BT2020  NGVD 29 (07/19/86)   98.7    (m)          324.     (f) VERT ANG       
 BT2020
 BT2020.Superseded values are not recommended for survey control.
 BT2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2020.See file dsdata.txt to determine how the superseded data were derived.
 BT2020
 BT2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA2293900842(NAD 83)
 BT2020_MARKER: DS = TRIANGULATION STATION DISK
 BT2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2020
 BT2020  HISTORY     - Date     Condition        Report By
 BT2020  HISTORY     - 1973     MONUMENTED       NGS
 BT2020
 BT2020                          STATION DESCRIPTION
 BT2020
 BT2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (ILC)
 BT2020'THE STATION IS ABOUT 10 MILES SOUTH AND 2 MILES WEST OF SHELLMAN,
 BT2020'8 MILES EAST AND 1-1/2 MILES SOUTH OF CARNEGIE, 5-1/2 MILES
 BT2020'NORTH AND 3 MILES WEST OF MORGAN, ON PROPERTY OWNED BY HARVEY
 BT2020'MILLIRONS AND BROOKS WOOTEN, HARVEY MILLIRONS TELEPHONE NUMBER
 BT2020'IS 679-5820 AND BROOKS WOOTENS TELEPHONE NUMBER IS 679-2081.
 BT2020'
 BT2020'TO REACH THE STATION FROM THE COURT COUSE IN MORGAN, GO NORTH
 BT2020'ON STATE HIGHWAY 45 FOR 1.15 MILES TO THE JUNCTION WITH STATE
 BT2020'HIGHWAY 41.  BEAR LEFT AND GO NORTHWEST ON STATE HIGHWAY 41 FOR
 BT2020'0.4 MILE TO A FORK AND THE JUNCTION WITH COUNTY ROAD 91189.  BEAR
 BT2020'LEFT AND CONTINUE NORTHWEST ON COUNTY ROAD FOR 4.7 MILES TO A
 BT2020'REVERSE FORK ON THE LEFT.  *CONTINUE NORTHWEST ON COUNTY ROAD
 BT2020'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 BT2020'
 BT2020'*TO REACH REFERENCE MARK 5 FROM THIS POINT, TURN SHARP LEFT AND
 BT2020'GO SOUTH ON GRADED ROAD FOR 0.25 MILE TO A DRIVEWAY AND THE MARK
 BT2020'ON THE RIGHT.
 BT2020'
 BT2020'STATION MARKS ARE STANDARD DISKS, STAMPED CHENEY 2 1973.  THE
 BT2020'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BT2020'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 60.0
 BT2020'FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 50.0 FEET SOUTHWEST
 BT2020'OF THE CENTER OF COUNTY ROAD 91189 AND 6.4 FEET SOUTHEAST OF A
 BT2020'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 BT2020'OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 BT2020'
 BT2020'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHENEY 2 NO 3
 BT2020'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BT2020'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 121.0 FEET
 BT2020'NORTH-NORTHEAST OF THE WITNESS POST, 40.0 FEET NORTHEAST OF THE
 BT2020'CENTER OF THE COUNTY ROAD, 1.5 FEET SOUTHWEST OF A FENCE AND
 BT2020'ABOUT 2 FEET HIGHER THAN THE STATION.
 BT2020'
 BT2020'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHENEY 2 NO 4
 BT2020'1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 BT2020'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 111.0 FEET EAST
 BT2020'OF THE WITNESS POST, 40.0 FEET NORTHEAST OF THE CENTER OF THE
 BT2020'COUNTY ROAD, 8.5 FEET NORTHWEST OF A FENCE CORNER POST, 1.6
 BT2020'FEET SOUTHWEST OF THE FENCE AND ABOUT 2 FEET HIGHER THAN THE
 BT2020'STATION.
 BT2020'
 BT2020'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED CHENEY 2 NO 5 1973,
 BT2020'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 BT2020'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 50.0 FEET NORTH OF
 BT2020'THE CENTER OF A DRIVEWAY, 45.0 FEET WEST OF THE CENTER OF A
 BT2020'GRADED ROAD, 1.6 FEET WEST OF A WITNESS POST AND 1.4 FEET NORTH
 BT2020'OF A POWER LINE POLE.  THIS MARK WILL SERVE AS AN AZIMUTH MARK.
 BT2020'
 BT2020'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1836 ***********************************************************************
 ED1836  DESIGNATION -  CHENOCETAH
 ED1836  PID         -  ED1836
 ED1836  STATE/COUNTY-  GA/HABERSHAM
 ED1836  USGS QUAD   -  CLARKESVILLE (1985)
 ED1836
 ED1836                         *CURRENT SURVEY CONTROL
 ED1836  ___________________________________________________________________
 ED1836* NAD 83(1994)-  34 30 08.00652(N)    083 30 24.38527(W)     ADJUSTED  
 ED1836* NAVD 88     -       555.7    (meters)    1823.     (feet)  VERTCON   
 ED1836  ___________________________________________________________________
 ED1836  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 ED1836  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 ED1836
 ED1836  HORZ ORDER  -  FIRST
 ED1836
 ED1836.The horizontal coordinates were established by classical geodetic methods
 ED1836.and adjusted by the National Geodetic Survey in September 1997..
 ED1836
 ED1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1836
 ED1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1836
 ED1836.The geoid height was determined by GEOID03.
 ED1836
 ED1836;                    North         East     Units Scale Factor Converg.
 ED1836;SPC GA W     -   499,405.959   760,597.373   MT  0.99994525   +0 22 25.7
 ED1836;SPC GA W     - 1,638,467.72  2,495,393.21   sFT  0.99994525   +0 22 25.7
 ED1836;UTM  17      - 3,820,696.798   269,849.629   MT  1.00025294   -1 25 14.0
 ED1836
 ED1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1836!SPC GA W     -   0.99991746  x   0.99994525  =   0.99986272
 ED1836!UTM  17      -   0.99991746  x   1.00025294  =   1.00017038
 ED1836
 ED1836|---------------------------------------------------------------------|
 ED1836| PID    Reference Object                     Distance      Geod. Az  |
 ED1836|                                                           dddmmss.s |
 ED1836| ED3232 CHENOCETAH RM 1                      17.813 METERS 00944     |
 ED1836| ED1430 CURRAHEE MTN LOT                    APPROX.12.4 KM 0755931.1 |
 ED1836| ED1422 CURRAHEE MTN ATT MICROWAVE          APPROX.12.4 KM 0761549.5 |
 ED1836| ED3233 CHENOCETAH RM 2                      16.965 METERS 08740     |
 ED1836| ED1646 BROAD                               APPROX. 9.2 KM 1270322.7 |
 ED1836| ED1845 CORNELIA S MUN SPIPE                APPROX. 2.2 KM 2693714.6 |
 ED1836| ED1846 CORNELIA SCHNADIG CORP TANK         APPROX. 4.5 KM 3274810.8 |
 ED1836| ED1848 DEMOREST MUN SPIPE                  APPROX. 7.5 KM 3302629.0 |
 ED1836| ED1842 CLARKESVILLE SCOVILL MFG TANK       APPROX.10.8 KM 3514517.2 |
 ED1836| ED1828 CLARKESVILLE N GA SCHOOL TANK       APPROX.15.4 KM 3520500.1 |
 ED1836| ED1841 CLARKESVILLE S MUN TANK             APPROX.11.6 KM 3522009.7 |
 ED1836| ED1840 CLARKESVILLE E MUN TANK             APPROX.12.9 KM 3553036.0 |
 ED1836|---------------------------------------------------------------------|
 ED1836
 ED1836                          SUPERSEDED SURVEY CONTROL
 ED1836
 ED1836  NAD 83(1986)-  34 30 08.01479(N)    083 30 24.38677(W) AD(       ) 1
 ED1836  NAD 27      -  34 30 07.65506(N)    083 30 24.77051(W) AD(       ) 1
 ED1836  NGVD 29 (07/19/86)  555.7    (m)         1823.     (f) VERT ANG       
 ED1836
 ED1836.Superseded values are not recommended for survey control.
 ED1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1836.See file dsdata.txt to determine how the superseded data were derived.
 ED1836
 ED1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6985020697(NAD 83)
 ED1836_MARKER: DH = HORIZONTAL CONTROL DISK
 ED1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1836_STAMPING: CHENOCETAH 1975
 ED1836_MARK LOGO: NGS   
 ED1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ED1836+STABILITY: SURFACE MOTION
 ED1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ED1836+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 ED1836
 ED1836  HISTORY     - Date     Condition        Report By
 ED1836  HISTORY     - 1975     MONUMENTED       NGS
 ED1836  HISTORY     - 19940425 GOOD             NGS
 ED1836  HISTORY     - 20040615 GOOD             GADT
 ED1836
 ED1836                          STATION DESCRIPTION
 ED1836
 ED1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 ED1836'NO SUITABLE LOCATION TO SET AN AZ MK.
 ED1836'
 ED1836'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF BALDWIN, 1.5
 ED1836'MILES SOUTHEAST OF CORNELIA, 1 MILE SOUTH-SOUTHWEST OF MOUNT AIRY
 ED1836'AND IS ON NATIONAL FOREST LAND ON TOP OF CHENOCETAH MOUNTAIN.
 ED1836'
 ED1836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 441 AND
 ED1836'123 AND STATE HIGHWAY 13 IN CORNELIA, GO EAST ON U.S. HIGHWAY 123
 ED1836'AND STATE HIGHWAY 13 FOR 0.6 MILE TO CHENOCETAH DRIVE ON THE
 ED1836'RIGHT, TURN RIGHT AND GO SOUTHERLY ON CHENOCETAH DRIVE FOR 0.4
 ED1836'MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE ON CHENOCETAH
 ED1836'DRIVE FOR 0.4 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 ED1836'EASTERLY ON THE PAVED DRIVE FOR 0.1 MILE TO A FORK AND A TRAIL
 ED1836'IN THE CENTER OF THE FORK, CONTINUE UPHILL ON THE TRAIL FOR
 ED1836'0.1 MILE TO THE TOP OF THE HILL, A LOOKOUT TOWER AND THE
 ED1836'STATION SITE.
 ED1836'
 ED1836'STATION MARKS ARE STANDARD DISKS STAMPED CHENOCETAH 1975.  THE
 ED1836'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1836'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET
 ED1836'WEST OF A METAL WITNESS POST, 45 FEET SOUTH OF A 12-INCH HICKORY
 ED1836'TREE AND 31 FEET NORTH OF THE NORTH WALL OF THE LOOKOUT
 ED1836'TOWER.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 ED1836'MASS OF CONCRETE WHICH IS 32 INCHES BELOW THE GROUND SURFACE.
 ED1836'
 ED1836'REFERENCE MARK 1, A STANDARD DISK STAMPED CHENOCETAH NO 1 1975,
 ED1836'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1836'IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET NORTHEAST OF THE
 ED1836'12-INCH HICKORY TREE, 10 FEET WEST OF A 18-INCH PINE TREE AND
 ED1836'1.8 FEET SOUTH OF A METAL WITNESS POST.
 ED1836'
 ED1836'REFERENCE MARK 2, A STANDARD DISK STAMPED CHENOCETAH NO 2 1975,
 ED1836'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ED1836'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET NORTH OF A
 ED1836'UTILITY POLE, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ED1836'GRANITE WALL AND 2.3 FEET WEST OF A METAL WITNESS POST.
 ED1836'
 ED1836'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 ED1836
 ED1836                          STATION RECOVERY (1994)
 ED1836
 ED1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 ED1836'RECOVERED AS DESCRIBED IN 1975.  HOWEVER A FEW COMMENTS ARE NEEDED. US
 ED1836'HWY 123 IS LOCALLY KNOWN AS WYLY ST, AND THE TURNOFF FROM IT ONTO
 ED1836'CHENOCETAH DRIVE IS JUST PAST A WATER TANK ON THE RIGHT.  DRIVE
 ED1836'SOUTHERLY ON CHENOCETAH DRIVE FOR 0.5 MILE (0.8 KM) TO THE FORK WHERE
 ED1836'YOU BEAR LEFT, THEN CONTINUE 0.45 MILE (0.72 KM) TO ANOTHER LEFT FORK.
 ED1836'THE MARK IS ON THE N-S AXIS OF THE STONE TOWER, 28 FT (8.5 M) NE AND
 ED1836'NW OF THE NW AND NE CORNERS OF THE STONE WALL AROUND TOWER, 16 FT (4.9
 ED1836'M) NORTH OF NORTH SIDE OF SAME.  THE WITNESS POST REFERRED TO IS ON
 ED1836'THE EAST SIDE OF THE CLEARING, 2 FT (0.6 M) EAST OF RM 2.
 ED1836
 ED1836                          STATION RECOVERY (2004)
 ED1836
 ED1836'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 ED1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1938 ***********************************************************************
 EE1938  DESIGNATION -  CHEROKEE
 EE1938  PID         -  EE1938
 EE1938  STATE/COUNTY-  GA/WHITFIELD
 EE1938  USGS QUAD   -  DALTON NORTH (1985)
 EE1938
 EE1938                         *CURRENT SURVEY CONTROL
 EE1938  ___________________________________________________________________
 EE1938* NAD 83(1994)-  34 50 34.10173(N)    084 54 27.78498(W)     ADJUSTED  
 EE1938* NAVD 88     -       289.8    (meters)     951.     (feet)  VERTCON   
 EE1938  ___________________________________________________________________
 EE1938  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 EE1938  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 EE1938
 EE1938  HORZ ORDER  -  FIRST
 EE1938
 EE1938.The horizontal coordinates were established by classical geodetic methods
 EE1938.and adjusted by the National Geodetic Survey in September 1997..
 EE1938
 EE1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1938
 EE1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1938
 EE1938.The geoid height was determined by GEOID03.
 EE1938
 EE1938;                    North         East     Units Scale Factor Converg.
 EE1938;SPC GA W     -   537,237.244   632,227.774   MT  0.99995659   -0 25 24.2
 EE1938;SPC GA W     - 1,762,585.86  2,074,233.96   sFT  0.99995659   -0 25 24.2
 EE1938;UTM  16      - 3,857,607.210   691,303.479   MT  1.00005108   +1 11 44.7
 EE1938
 EE1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1938!SPC GA W     -   0.99995918  x   0.99995659  =   0.99991577
 EE1938!UTM  16      -   0.99995918  x   1.00005108  =   1.00001026
 EE1938
 EE1938:                Primary Azimuth Mark                     Grid Az
 EE1938:SPC GA W     -  DALTON ROCK CO RAD TOWER                 152 45 37.4
 EE1938:UTM  16      -  DALTON ROCK CO RAD TOWER                 151 08 28.5
 EE1938
 EE1938|---------------------------------------------------------------------|
 EE1938| PID    Reference Object                     Distance      Geod. Az  |
 EE1938|                                                           dddmmss.s |
 EE1938| EE1943 DALTON ROCK CO RAD TOWER            APPROX. 1.0 KM 1522013.2 |
 EE1938| CZ4749 CHEROKEE AZ MK                                     1901511.0 |
 EE1938| CZ4750 CHEROKEE RM 1                        21.845 METERS 20344     |
 EE1938| EE1945 DALTON RAD STA WRCD MAST            APPROX. 7.2 KM 2151456.5 |
 EE1938| EE1940 DALTON CABLE TV TOWER               APPROX. 8.2 KM 2233745.8 |
 EE1938| CZ4751 CHEROKEE RM 2                        21.217 METERS 32207     |
 EE1938|---------------------------------------------------------------------|
 EE1938
 EE1938                          SUPERSEDED SURVEY CONTROL
 EE1938
 EE1938  NAD 83(1994)-  34 50 34.10440(N)    084 54 27.78950(W) AD(       ) 1
 EE1938  NAD 83(1986)-  34 50 34.10513(N)    084 54 27.78895(W) AD(       ) 1
 EE1938  NAD 27      -  34 50 33.82226(N)    084 54 27.99410(W) AD(       ) 1
 EE1938  NGVD 29 (07/19/86)  289.8    (m)          951.     (f) VERT ANG       
 EE1938
 EE1938.Superseded values are not recommended for survey control.
 EE1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1938.See file dsdata.txt to determine how the superseded data were derived.
 EE1938
 EE1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD9130357607(NAD 83)
 EE1938_MARKER: DS = TRIANGULATION STATION DISK
 EE1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1938
 EE1938  HISTORY     - Date     Condition        Report By
 EE1938  HISTORY     - 1972     MONUMENTED       NGS
 EE1938
 EE1938                          STATION DESCRIPTION
 EE1938
 EE1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1938'RM 1 TO RM 2 BLOCKED BY HIGH GROUND AND DENSE BRUSH.
 EE1938'
 EE1938'THE STATION IS LOCATED 6 MILES NORTHEAST OF DALTON, 5 MILES
 EE1938'SOUTHEAST OF VARNELL, 1/4 MILE NORTH OF A LARGE QUARRY, ON A LOW
 EE1938'WOODED RIDGE OWNED BY THE DALTON ROCK PRODUCTS COMPANY.
 EE1938'
 EE1938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND
 EE1938'STATE HIGHWAY 71 IN THE NORTHEAST SECTION OF DALTON, GO NORTH ON
 EE1938'HIGHWAY 71 FOR 3.2 MILES TO A PAVED ROAD RIGHT.  CONTINUE NORTH
 EE1938'ON HIGHWAY 71 FOR 1.3 MILES TO A PAVED ROAD RIGHT AT GROVE LEVEL
 EE1938'BAPTIST CHURCH.  TURN RIGHT AND GO NORTHEAST ON PAVED ROAD FOR
 EE1938'1.3 MILES TO A FORK.  BEAR RIGHT AND GO EAST ON PAVED ROAD FOR
 EE1938'0.7 MILE TO THE WEST ENTRANCE TO A QUARRY ON THE LEFT.  (TO
 EE1938'REACH AZIMUTH MARK, CONTINUE EAST ON PAVED ROAD FOR 0.15 MILE
 EE1938'TO A DRIVEWAY ON RIGHT AND MARK AS DESCRIBED.) BEAR LEFT AND
 EE1938'GO NORTHEAST THROUGH OPEN AREA FOR 0.1 MILE TO CROSSROAD,
 EE1938'THEN LEFT AROUND EAST SIDE OF MAINTENANCE BUILDING FOR 0.15
 EE1938'MILE TO WHERE ROAD TURNS NORTHEAST UPHILL.  TURN RIGHT AND GO
 EE1938'UPHILL ALONG NORTH SIDE OF QUARRY FOR 0.35 MILE TO
 EE1938'EQUIPMENT STORAGE AREA AND WOODS EDGE.  CONTINUE WEST ON DIRT
 EE1938'ROAD FOR 0.15 MILE TO HIGH GROUND AND STATION ON RIGHT.
 EE1938'
 EE1938'STATION MARKS ARE STANDARD DISKS STAMPED CHEROKEE 1972.  THE
 EE1938'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1938'MONUMENT THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 44 FEET
 EE1938'EAST-SOUTHEAST OF A 12-INCH TRIANGULAR-BLAZED PINE TREE, 27.5
 EE1938'FEET NORTHWEST OF A 14-INCH TRIANGULAR-BLAZED PINE TREE, 18 FEET
 EE1938'EAST OF THE CENTER OF DIRT ROAD, AND 4.8 FEET SOUTH OF A METAL
 EE1938'WITNESS POST.  UNDERGROUND DISK IS SET IN THE TOP OF AN
 EE1938'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND.
 EE1938'
 EE1938'REFERENCE MARK 1, A STANDARD DISK STAMPED CHEROKEE NO 1 1972,
 EE1938'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1938'WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 78 FEET SOUTHWEST
 EE1938'OF THE WITNESS POST, 58 FEET WEST-SOUTHWEST OF THE BLAZED
 EE1938'14-INCH PINE TREE AND 15 FEET WEST OF THE CENTER OF THE ROAD.
 EE1938'
 EE1938'REFERENCE MARK 2, A STANDARD DISK STAMPED CHEROKEE NO 2 1972,
 EE1938'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1938'WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS 65.5 FEET NORTHWEST
 EE1938'OF THE WITNESS POST, 36 FEET NORTH OF THE BLAZED 12-INCH PINE
 EE1938'TREE, AND 12 FEET WEST OF THE CENTER OF THE ROAD.
 EE1938'
 EE1938'THE AZIMUTH MARK, A STANDARD DISK STAMPED CHEROKEE 1972, IS SET
 EE1938'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EE1938'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 33 FEET SOUTH OF THE
 EE1938'CENTER OF THE PAVED ROAD, 37 FEET WEST OF THE CENTER OF THE
 EE1938'DRIVEWAY, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 EE1938'
 EE1938'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3582 ***********************************************************************
 DH3582  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3582  DESIGNATION -  CHEROKEE CORS ARP
 DH3582  CORS_ID     -  GABG
 DH3582  PID         -  DH3582
 DH3582  STATE/COUNTY-  GA/CHEROKEE
 DH3582  USGS QUAD   -  BALL GROUND WEST (1997)
 DH3582
 DH3582                         *CURRENT SURVEY CONTROL
 DH3582  ___________________________________________________________________
 DH3582* NAD 83(CORS)-  34 18 37.29775(N)    084 25 34.01057(W)     ADJUSTED  
 DH3582* NAVD 88     -                                                        
 DH3582  ___________________________________________________________________
 DH3582  EPOCH DATE  -        2002.00
 DH3582  X           -     512,280.846 (meters)                     COMP
 DH3582  Y           -  -5,249,278.274 (meters)                     COMP
 DH3582  Z           -   3,575,130.604 (meters)                     COMP
 DH3582  ELLIP HEIGHT-         346.32  (meters)          (06/??/05) GPS OBS
 DH3582  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DH3582
 DH3582  HORZ ORDER  -  SPECIAL (CORS)
 DH3582  ELLP ORDER  -  SPECIAL (CORS)
 DH3582
 DH3582.ITRF positions are available for this station.
 DH3582.The coordinates were established by GPS observations
 DH3582.and adjusted by the National Geodetic Survey in June 2005..
 DH3582.The coordinates are valid at the epoch date displayed above.
 DH3582.The epoch date for horizontal control is a decimal equivalence
 DH3582.of Year/Month/Day.
 DH3582
 DH3582
 DH3582.The PID for the CORS L1 Phase Center is DH3583.
 DH3582
 DH3582.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3582
 DH3582.The ellipsoidal height was determined by GPS observations
 DH3582.and is referenced to NAD 83.
 DH3582
 DH3582.The geoid height was determined by GEOID03.
 DH3582
 DH3582;                    North         East     Units Scale Factor Converg.
 DH3582;SPC GA W     -   477,957.519   676,120.891   MT  0.99990703   -0 08 46.5
 DH3582;SPC GA W     - 1,568,098.96  2,218,239.96   sFT  0.99990703   -0 08 46.5
 DH3582
 DH3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3582!SPC GA W     -   0.99994564  x   0.99990703  =   0.99985267
 DH3582
 DH3582                          SUPERSEDED SURVEY CONTROL
 DH3582
 DH3582.No superseded survey control is available for this station.
 DH3582
 DH3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3685499569(NAD 83)
 DH3582_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3582
 DH3582                          STATION DESCRIPTION
 DH3582
 DH3582'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3582'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3582'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3582'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3582'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3582'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3583 ***********************************************************************
 DH3583  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3583  DESIGNATION -  CHEROKEE CORS L1 PHASE CENTER
 DH3583  CORS_ID     -  GABG
 DH3583  PID         -  DH3583
 DH3583  STATE/COUNTY-  GA/CHEROKEE
 DH3583  USGS QUAD   -  BALL GROUND WEST (1997)
 DH3583
 DH3583                         *CURRENT SURVEY CONTROL
 DH3583  ___________________________________________________________________
 DH3583* NAD 83(CORS)-  34 18 37.29776(N)    084 25 34.01055(W)     ADJUSTED  
 DH3583* NAVD 88     -                                                        
 DH3583  ___________________________________________________________________
 DH3583  EPOCH DATE  -        2002.00
 DH3583  X           -     512,280.853 (meters)                     COMP
 DH3583  Y           -  -5,249,278.339 (meters)                     COMP
 DH3583  Z           -   3,575,130.649 (meters)                     COMP
 DH3583  ELLIP HEIGHT-         346.40  (meters)          (06/??/05) GPS OBS
 DH3583  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DH3583
 DH3583  HORZ ORDER  -  SPECIAL (CORS)
 DH3583  ELLP ORDER  -  SPECIAL (CORS)
 DH3583
 DH3583.ITRF positions are available for this station.
 DH3583.The coordinates were established by GPS observations
 DH3583.and adjusted by the National Geodetic Survey in June 2005..
 DH3583.The coordinates are valid at the epoch date displayed above.
 DH3583.The epoch date for horizontal control is a decimal equivalence
 DH3583.of Year/Month/Day.
 DH3583
 DH3583
 DH3583.The PID for the CORS ARP is DH3582.
 DH3583
 DH3583.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3583
 DH3583.The ellipsoidal height was determined by GPS observations
 DH3583.and is referenced to NAD 83.
 DH3583
 DH3583.The geoid height was determined by GEOID03.
 DH3583
 DH3583;                    North         East     Units Scale Factor Converg.
 DH3583;SPC GA W     -   477,957.519   676,120.891   MT  0.99990703   -0 08 46.5
 DH3583;SPC GA W     - 1,568,098.96  2,218,239.96   sFT  0.99990703   -0 08 46.5
 DH3583
 DH3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3583!SPC GA W     -   0.99994563  x   0.99990703  =   0.99985266
 DH3583
 DH3583                          SUPERSEDED SURVEY CONTROL
 DH3583
 DH3583.No superseded survey control is available for this station.
 DH3583
 DH3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3685499569(NAD 83)
 DH3583_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3583
 DH3583                          STATION DESCRIPTION
 DH3583
 DH3583'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3583'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3583'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3583'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3583'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3583'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1712 ***********************************************************************
 EE1712  DESIGNATION -  CHEROKEE LOT
 EE1712  PID         -  EE1712
 EE1712  STATE/COUNTY-  GA/CHEROKEE
 EE1712  USGS QUAD   -  CANTON (1992)
 EE1712
 EE1712                         *CURRENT SURVEY CONTROL
 EE1712  ___________________________________________________________________
 EE1712* NAD 83(1994)-  34 14 18.01026(N)    084 26 06.43973(W)     ADJUSTED  
 EE1712* NAVD 88     -                                                        
 EE1712  ___________________________________________________________________
 EE1712  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EE1712  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 EE1712
 EE1712  HORZ ORDER  -  THIRD
 EE1712
 EE1712.The horizontal coordinates were established by classical geodetic methods
 EE1712.and adjusted by the National Geodetic Survey in September 1997..
 EE1712
 EE1712
 EE1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1712
 EE1712.The geoid height was determined by GEOID03.
 EE1712
 EE1712;                    North         East     Units Scale Factor Converg.
 EE1712;SPC GA W     -   469,970.973   675,270.718   MT  0.99990754   -0 09 03.8
 EE1712;SPC GA W     - 1,541,896.43  2,215,450.68   sFT  0.99990754   -0 09 03.8
 EE1712;UTM  16      - 3,791,558.810   736,226.521   MT  1.00028792   +1 26 37.5
 EE1712
 EE1712                          SUPERSEDED SURVEY CONTROL
 EE1712
 EE1712  NAD 83(1986)-  34 14 18.01622(N)    084 26 06.44049(W) AD(       ) 4
 EE1712  NAD 27      -  34 14 17.67203(N)    084 26 06.70621(W) AD(       ) 3
 EE1712
 EE1712.Superseded values are not recommended for survey control.
 EE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1712.See file dsdata.txt to determine how the superseded data were derived.
 EE1712
 EE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC3622791559(NAD 83)
 EE1712_MARKER: 57 = LOOKOUT TOWER
 EE1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1712+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 EE1712
 EE1712  HISTORY     - Date     Condition        Report By
 EE1712  HISTORY     - 1972     FIRST OBSERVED   NGS
 EE1712  HISTORY     - 20060910 GOOD             GEOCAC
 EE1712
 EE1712                          STATION DESCRIPTION
 EE1712
 EE1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 EE1712'THE STATION IS THE APEX OF ROOF ON OBSERVATION CABIN, ATOP A
 EE1712'FOUR LEGGED, SKELETON STEEL, TOWER.  IT IS GRAY IN COLOR AND IS
 EE1712'100 FEET HIGH.  THE TOWER IS OWNED BY THE GEORGIA STATE FORESTRY
 EE1712'COMM.
 EE1712'
 EE1712'THE LOOKOUT TOWER IS LOCATED ABOUT 3.2 MILES EAST OF CANTON,
 EE1712'1.2 MILES WEST OF THE SMALL VILLAGE OF BUFFINGTON, 300 FEET
 EE1712'NORTH OF STATE HWY. 20 AND JUST NORTH OF THE CHEROKEE COUNTY,
 EE1712'STATE FORESTRY OFFICE.
 EE1712
 EE1712                          STATION RECOVERY (2006)
 EE1712
 EE1712'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 EE1712'RECOVERED IN GOOD CONDITION. TOWER IS NO LONGER IN SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6020 ***********************************************************************
 CK6020  DESIGNATION -  CHEROKEE RESET
 CK6020  PID         -  CK6020
 CK6020  STATE/COUNTY-  GA/CHATHAM
 CK6020  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6020
 CK6020                         *CURRENT SURVEY CONTROL
 CK6020  ___________________________________________________________________
 CK6020* NAD 83(1994)-  32 08 24.57498(N)    081 11 09.80248(W)     ADJUSTED  
 CK6020* NAVD 88     -        12.666  (meters)      41.55   (feet)  ADJUSTED  
 CK6020  ___________________________________________________________________
 CK6020  X           -     828,309.446 (meters)                     COMP
 CK6020  Y           -  -5,341,954.167 (meters)                     COMP
 CK6020  Z           -   3,373,591.947 (meters)                     COMP
 CK6020  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK6020  ELLIP HEIGHT-         -18.41  (meters)          (03/13/03) GPS OBS
 CK6020  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK6020  DYNAMIC HT  -          12.651 (meters)      41.51  (feet)  COMP
 CK6020  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CK6020
 CK6020  HORZ ORDER  -  FIRST
 CK6020  VERT ORDER  -  FIRST     CLASS II
 CK6020  ELLP ORDER  -  FOURTH    CLASS II
 CK6020
 CK6020.The horizontal coordinates were established by GPS observations
 CK6020.and adjusted by the National Geodetic Survey in March 2003..
 CK6020
 CK6020.The orthometric height was determined by differential leveling
 CK6020.and adjusted by the National Geodetic Survey in April 1998..
 CK6020.WARNING-GPS observations at this control monument resulted in a GPS
 CK6020.derived orthometric height which differed from the leveled height by
 CK6020.more than one decimeter (0.1 meter).
 CK6020
 CK6020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6020
 CK6020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6020
 CK6020.The ellipsoidal height was determined by GPS observations
 CK6020.and is referenced to NAD 83.
 CK6020
 CK6020.The geoid height was determined by GEOID03.
 CK6020
 CK6020.The dynamic height is computed by dividing the NAVD 88
 CK6020.geopotential number by the normal gravity value computed on the
 CK6020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6020.degrees latitude (g = 980.6199 gals.).
 CK6020
 CK6020.The modeled gravity was interpolated from observed gravity values.
 CK6020
 CK6020;                    North         East     Units Scale Factor Converg.
 CK6020;SPC GA E     -   237,678.531   292,512.449   MT  1.00000551   +0 31 18.2
 CK6020;SPC GA E     -   779,783.65    959,684.59   sFT  1.00000551   +0 31 18.2
 CK6020;SPC SC       -    34,046.260   592,043.203   MT  1.00014608   -0 06 11.3
 CK6020;SPC SC       -   111,700.33  1,942,398.96   iFT  1.00014608   -0 06 11.3
 CK6020;UTM  17      - 3,555,986.669   482,452.766   MT  0.99960380   -0 05 56.3
 CK6020
 CK6020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6020!SPC GA E     -   1.00000289  x   1.00000551  =   1.00000840
 CK6020!SPC SC       -   1.00000289  x   1.00014608  =   1.00014897
 CK6020!UTM  17      -   1.00000289  x   0.99960380  =   0.99960669
 CK6020
 CK6020|---------------------------------------------------------------------|
 CK6020| PID    Reference Object                     Distance      Geod. Az  |
 CK6020|                                                           dddmmss.s |
 CK6020| CK0405 CHEROKEE RM 1                        27.523 METERS 03818     |
 CK6020| CK4048 PORT WENTWORTH CONC STACK           APPROX. 3.3 KM 0635426.5 |
 CK6020| CK4039 PORT WENTWORTH N STACK              APPROX. 3.6 KM 0702548.8 |
 CK6020| CK4041 PORT WENTWORTH CENTER STACK         APPROX. 3.6 KM 0702708.8 |
 CK6020| CK4040 PORT WENTWORTH W STACK              APPROX. 3.6 KM 0702845.6 |
 CK6020| CK3797 AIR BEACON 12                       APPROX.18.8 KM 0865539.6 |
 CK6020| CK4031 SAVANNAH BLACK TANK                 APPROX. 4.8 KM 1195623.2 |
 CK6020| CK4024 N SAVANNAH W TWIN TANK              APPROX. 6.4 KM 1220146.0 |
 CK6020| CK3988 SAVANNAH TALL STACK                 APPROX. 7.5 KM 1225658.0 |
 CK6020| CK3984 SAVANNAH CITY HALL DOME             APPROX.11.1 KM 1260714.6 |
 CK6020| CK3999 SAVANNAH PWRHSE E STACK             APPROX.10.6 KM 1261413.6 |
 CK6020| CK3998 SAVANNAH PWRHSE W STACK             APPROX.10.6 KM 1261514.2 |
 CK6020| CK3975 SAVANNAH FIRST IND PRESB SPIRE      APPROX.11.2 KM 1284407.2 |
 CK6020| CK3983 SAVANNAH ST JOHNS CATH N SPIRE      APPROX.11.6 KM 1293125.5 |
 CK6020| CK3981 SAVANNAH ST JOHNS CATH S SPIRE      APPROX.11.6 KM 1293622.4 |
 CK6020| CK4030 SAVANNAH INT VEG OIL CO TANK        APPROX. 7.9 KM 1383504.3 |
 CK6020| CK4026 SAVANNAH BLACK AND YELLOW TANK      APPROX. 7.6 KM 1391021.4 |
 CK6020| CK4027 SAVANNAH ALUMINUM TANK              APPROX. 8.2 KM 1405058.3 |
 CK6020| CK6022 CHEROKEE RM 5                        16.036 METERS 14521     |
 CK6020| CK4062 CHEROKEE RM 4                        19.348 METERS 14611     |
 CK6020| CK0407 CHEROKEE RM 2                        31.715 METERS 15508     |
 CK6020| CK4654 CHEROKEE RM 3 AZIMUTH                              1564645.5 |
 CK6020| CK4653 CHEROKEE AZ MK                                     1565532.5 |
 CK6020| CK4064 CHEROKEE RM A                        29.372 METERS 26415     |
 CK6020| CK0408 D 37=BURKE RM                        25.389 METERS 26439     |
 CK6020| CK6023 CHEROKEE RM 6                         7.362 METERS 28046     |
 CK6020| CK4050 BURKE 1918                           17.959 METERS 28946     |
 CK6020| CK6021 CHEROKEE AZ MK 2                    445.175 METERS 3282436.6 |
 CK6020|---------------------------------------------------------------------|
 CK6020
 CK6020                          SUPERSEDED SURVEY CONTROL
 CK6020
 CK6020  NAD 83(1994)-  32 08 24.57509(N)    081 11 09.80412(W) AD(       ) 1
 CK6020  ELLIP H (09/03/97)  -18.37   (m)                       GP(       ) 4 2
 CK6020  NAD 83(1986)-  32 08 24.58721(N)    081 11 09.81177(W) AD(       ) 1
 CK6020  NAD 83(1994)-  32 08 24.57535(N)    081 11 09.80078(W) AD(       ) 1
 CK6020  ELLIP H (02/22/96)  -18.51   (m)                       GP(       ) 4 2
 CK6020  NAD 83(1986)-  32 08 24.59066(N)    081 11 09.81763(W) AD(       ) 1
 CK6020  NAD 27      -  32 08 23.85400(N)    081 11 10.41700(W) AD(       ) 1
 CK6020  NAVD 88 (08/28/97)   12.67   (m)           41.6    (f) LEVELING    3  
 CK6020  NGVD 29 (03/03/92)   12.9    (m)           42.     (f) GPS OBS        
 CK6020
 CK6020.Superseded values are not recommended for survey control.
 CK6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6020.See file dsdata.txt to determine how the superseded data were derived.
 CK6020
 CK6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8245355987(NAD 83)
 CK6020_MARKER: DH = HORIZONTAL CONTROL DISK
 CK6020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6020_STAMPING: CHEROKEE 1932 1982
 CK6020_MARK LOGO: NGS   
 CK6020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CK6020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6020+STABILITY: SURFACE MOTION
 CK6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK6020+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 CK6020
 CK6020  HISTORY     - Date     Condition        Report By
 CK6020  HISTORY     - 1982     MONUMENTED       GADT
 CK6020  HISTORY     - 1983     GOOD             GADT
 CK6020  HISTORY     - 19900301 GOOD             GEONEX
 CK6020  HISTORY     - 19940509 GOOD             NGS
 CK6020  HISTORY     - 19950123 GOOD             NGS
 CK6020  HISTORY     - 19961120 GOOD             SCGS
 CK6020  HISTORY     - 20000911 GOOD             SCGS
 CK6020  HISTORY     - 20040831 GOOD             GADT
 CK6020
 CK6020                          STATION DESCRIPTION
 CK6020
 CK6020'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6020'THE STATION IS LOCATED APPROXIMATELY 2.4 KM (1.5 MI)
 CK6020'WEST-SOUTHWEST OF PORT WENTWORTH , 4.45 KM (2.75 MI) NORTHWEST
 CK6020'OF GARDEN CITY, AND 6.5 KM (4.05 MI) EAST-NORTHEAST FROM POOLER.
 CK6020'OWNERSHIP--SEABOARD COASTLINE RAILROAD RIGHT OF WAY.
 CK6020'
 CK6020'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK6020'AND STATE ROUTE 21 (STATE ROUTE 30) LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6020'NORTH-NORTHWEST OF PORT WENTWORTH, GO SOUTH ALONG STATE ROUTE
 CK6020'21 FOR 5.4 KM (3.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 739
 CK6020'CROSSING .  TURN RIGHT AND GO WEST ALONG COUNTY ROAD 739 FOR
 CK6020'1.15 KM (0.7 MI) TO THE JUNCTION OF SEABOARD COAST LINE RAILROAD
 CK6020'CROSSING AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHWEST
 CK6020'QUADRANT OF THE INTERSECTION.  TURN LEFT AND GO EAST ALONG
 CK6020'SIDE THE SOUTH RAIL OF THE RAILROAD TRACK FOR 0.5 KM (0.3 MI)
 CK6020'TO THE STATION ON THE LEFT NORTH OF THE NORTH RAIL OF THE SEABOARD
 CK6020'COAST LINE RAILROAD.
 CK6020'
 CK6020'THE STATION IS A STANDARD NGS DISK
 CK6020'STAMPED---CHEROKEE 1932 1982---,
 CK6020'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6020'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6020'14.26 METERS (46.80 FT) EAST-NORTHEAST FROM THE EASTERN MOST
 CK6020'RAIL OF THE SEABOARD COAST LINE RAILROAD TRACK,
 CK6020'6.83 METERS (22.40 FT) EAST-NORTHEAST FROM A POWER POLE,
 CK6020'9.02 METERS (29.60 FT) SOUTH-SOUTHEAST FROM A 10 INCH
 CK6020'PERSIMMON TREE,
 CK6020'6.13 METERS (20.10 FT) SOUTHWEST FROM A 6 INCH QUAD OAK TREE
 CK6020'(CLUMP OF 4 OAKS), AND
 CK6020'2.04 METERS (6.7 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 CK6020'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK6020'STAMPED---CHEROKEE 1932 1982---,
 CK6020'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CK6020'
 CK6020'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 CK6020'STAMPED---CHEROKEE 1932 NO 5---,
 CK6020'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6020'PROJECTING 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6020'16.46 METERS (54.00 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST
 CK6020'RAIL FROM THE RAILROAD TRACK,
 CK6020'4.60 METERS (15.10 FT) WEST FROM A 6 INCH PINE TREE,
 CK6020'12.68 METERS (41.60 FT) EAST-SOUTHEAST FROM THE 6 INCH QUAD OAK
 CK6020'TREE, AND
 CK6020'21.67 METERS (71.10 FT) EAST-NORTHEAST FROM THE POWER POLE.
 CK6020'MARK IS LEVEL WITH STATION.
 CK6020'
 CK6020'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 CK6020'STAMPED---CHEROKEE 1932 NO 6---,
 CK6020'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6020'FLUSH WITH GROUND.  IT IS LOCATED
 CK6020'8.50 METERS (27.90 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST RAIL
 CK6020'FROM THE RAILROAD TRACKS,
 CK6020'0.46 METER (1.5 FT) SOUTH-SOUTHWEST FROM THE POWER POLE,
 CK6020'9.05 METERS (29.70 FT) SOUTHEAST FROM AN 8 INCH PINE TREE, AND
 CK6020'13.41 METERS (44.00 FT) SOUTH-SOUTHWEST FROM THE 10 INCH
 CK6020'PERSIMMON TREE.
 CK6020'MARK IS ABOVE STATION 0.6 METERS.
 CK6020'
 CK6020'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 CK6020'STAMPED---CHEROKEE 1932 2---,
 CK6020'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6020'FLUSH WITH GROUND.  IT IS LOCATED
 CK6020'20.18 METERS (66.20 FT) SOUTH-SOUTHWEST FROM THE SOUTHERNMOST
 CK6020'RAIL FROM THE SEABOARD COASTLINE RAILROAD,
 CK6020'26.94 METERS (88.40 FT) SOUTHWEST FROM A RAILROAD SIGNAL POLE,
 CK6020'26.73 METERS (87.70 FT) WEST-SOUTHWEST FROM ANOTHER RAILROAD
 CK6020'SIGNAL POLE TO THE WEST OF THE COUNTY ROAD,
 CK6020'14.54 METERS (47.70 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 CK6020'PAVED COUNTY ROAD 739,
 CK6020'13.26 METERS (43.50 FT) NORTH FROM A POWER POLE, AND
 CK6020'0.34 METER (1.1 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK6020'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK6020'STAMPED---CHEROKEE 1932 2---,
 CK6020'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK6020'SURFACE OF THE GROUND.
 CK6020'
 CK6020'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6020'
 CK6020'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP CHATHAM
 CK6020'COUNTY GEORGIA 1977.  REVISED OCTOBER 1977.
 CK6020'
 CK6020'DESCRIBED BY G.D. JOHNSON.
 CK6020
 CK6020                          STATION RECOVERY (1983)
 CK6020
 CK6020'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983
 CK6020'RECOVERED IN GOOD CONDITION.
 CK6020
 CK6020                          STATION RECOVERY (1990)
 CK6020
 CK6020'RECOVERY NOTE BY GEONEX 1990
 CK6020'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1983
 CK6020'RECOVERY NOTE.  REFERENCE MARKS 5 AND 6 WERE NOT SEARCHED FOR AT THIS
 CK6020'TIME.
 CK6020'THE 1983 DESCRIPTION IS REASONABLY ACCURATE AND IS ADEQUATE TO RECOVER
 CK6020'THE STATION, EXCEPT THAT THE STATION CAN BE REACHED FROM A RUGGED
 CK6020'DIRT TRACK ROAD LOCATED ALONG THE NORTHEASTERLY SIDE OF SEABOARD
 CK6020'COAST LINE RAILROAD FROM ITS JUNCTION WITH COUNTY ROAD 739 (CROSSGATE
 CK6020'ROAD). ALSO, THE STATION IS LOCATED ALONG THE NORTHEAST EDGE OF THE
 CK6020'DIRT TRACK ROAD AND CAN EASILY BE RUN OVER.  A STEEL WITNESS POST WAS
 CK6020'SET APPROXIMATELY 2-3 FT SOUTHWEST OF THE STATION TO GUARD ITS
 CK6020'LOCATION. THE CARSONITE WITNESS POST IS STILL INTACT.
 CK6020'THE 1983 DESCRIPTION FOLLOWS.
 CK6020'THE STATION IS LOCATED APPROXIMATELY 2.4 KM (1.5 MI)
 CK6020'WEST-SOUTHWEST OF PORT WENTWORTH , 4.45 KM (2.75 MI) NORTHWEST
 CK6020'OF GARDEN CITY, AND 6.5 KM (4.05 MI) EAST-NORTHEAST FROM POOLER.
 CK6020'OWNERSHIP--SEABOARD COASTLINE RAILROAD RIGHT OF WAY.
 CK6020'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 CK6020'AND STATE ROUTE 21 (STATE ROUTE 30) LOCATED ABOUT 5.45 KM (3.4 MI)
 CK6020'NORTH-NORTHWEST OF PORT WENTWORTH, GO SOUTH ALONG STATE ROUTE
 CK6020'21 FOR 5.4 KM (3.35 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 739
 CK6020'CROSSING .  TURN RIGHT AND GO WEST ALONG COUNTY ROAD 739 FOR
 CK6020'1.15 KM (0.7 MI) TO THE JUNCTION OF SEABOARD COAST LINE RAILROAD
 CK6020'CROSSING AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHWEST
 CK6020'QUADRANT OF THE INTERSECTION.  TURN LEFT AND GO EAST ALONG
 CK6020'SIDE THE SOUTH RAIL OF THE RAILROAD TRACK FOR 0.5 KM (0.3 MI)
 CK6020'TO THE STATION ON THE LEFT NORTH OF THE NORTH RAIL OF THE SEABOARD
 CK6020'COAST LINE RAILROAD.
 CK6020
 CK6020                          STATION RECOVERY (1994)
 CK6020
 CK6020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 CK6020'RECOVERED ESSENTIALLY AS DESCRIBED, 0.25 MILESOUTH OF GULFSTREAM ROAD
 CK6020'ALONG EAST SIDE OF RAILROAD, SEVERAL HUNDRED FEET NE OF FENCE AROUND
 CK6020'COASTAL CORRECTIONAL FACILITY, AT WEST EDGE OF BRUSH AND 0.3 FT (0.1
 CK6020'M) BELOW GROUND.
 CK6020
 CK6020                          STATION RECOVERY (1995)
 CK6020
 CK6020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 CK6020'RECOVERED ESSENTIALLY AS DESCRIBED 0.25 MILE (0.40 KM) SOUTH OF
 CK6020'GULFSTREAM ROAD ON EAST SIDE OF RAILROAD, SEVERAL HUNDRED FEET NE OF
 CK6020'FENCE AROUND COASTAL CORRECTIONAL FACILITY.  TO REACH FROM THE
 CK6020'JUNCTION OF I-95 AND STATE ROUTE 21, GO SOUTH ON SR 21 3.1 MILES (5.0
 CK6020'KM) TO GULFSTREAM RD AND TURN RIGHT.  AT 2.6 MILES (4.2 KM) THERE IS A
 CK6020'SINGLE-TRACK RAILROAD OVERPASS.  TAKE GULFSTREAM RD 0.7 MILE (1.1 KM)
 CK6020'WEST TO THE FIRST OF TWO RAILROAD CROSSINGS AND TURN LEFT, SE, ALONG
 CK6020'EASTERLY SIDE OF SINGLE TRACK FOR 0.3 MILE (0.5 KM) TO MARK ON THE
 CK6020'LEFT ALONG FRINGE OF TRACKS THAT TENDS TO GET OVERGROWN.  MARK IS
 CK6020'187.5 FT (57.2 M) SE OF A WOOD WHISTLE POST, 113.5 EAST AND ACROSS
 CK6020'TRACKS FROM A POLE, 51 FT (15.5 M) SE OF MCI CABLE MARKER 49318, 47.0
 CK6020'FT (14.3 M) NE OF NE RAIL OF TRACK. RIVE. FLUSH WITH GROUND.
 CK6020
 CK6020                          STATION RECOVERY (1996)
 CK6020
 CK6020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 CK6020'STATION IS LOCATED 6.65 MILES (10.70 KM) NORTHWEST OF SAVANNAH, 1.5
 CK6020'MILES (2.4 KM) SOUTH SOUTHWEST OF PORT WENTWORTH. OWNERSHIP--RAILROAD
 CK6020'RIGHT OF WAY.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 CK6020'HIGHWAYS 30 AND 21, 3.9 MILES (6.3 KM) NORTH NORTHWEST OF PORT
 CK6020'WENTWORTH, GO SOUTH SOUTHEAST ON HIGHWAY 21 FOR 0.6 MILE (1.0 KM) TO
 CK6020'THE JUNCTION OF A PAVED ROAD (GULFSTREAM ROAD) , TURN RIGHT ON
 CK6020'GULFSTREAM ROAD FOR 0.65 MILE (1.05 KM) TO A SET OF RAILROAD TRACKS,
 CK6020'TURN LEFT ALONG THE RAILROAD TRACKS FOR 0.3 MILE (0.5 KM) TO THE
 CK6020'STATION ON THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 CK6020'(9.1 CM) AND 2.0 FEET (0.6 M) BELOW THE TRACKS, 47.1 FEET (14.4 M)
 CK6020'EAST NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 96.2 FEET (29.3 M)
 CK6020'EAST OF HORIZONTAL STATION CHEROKEE RM A RESET, 51.0 FEET (15.5 M)
 CK6020'SOUTH SOUTHEAST OF A MCI CABLE MARKER POST NUMBER 49318, 113.8 FEET
 CK6020'(34.7 M) EAST SOUTHEAST OF A POWER POLE, 6.7 FEET (2.0 M) SOUTH
 CK6020'SOUTHWEST OF A WITNESS POST.  RECOVERED BY R.W. ROBERTS.
 CK6020
 CK6020                          STATION RECOVERY (2000)
 CK6020
 CK6020'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 CK6020'STATION IS LOCATED 6.65 MILES (10.70 KM) NORTHWEST OF SAVANNAH, 1.5
 CK6020'MILES (2.4 KM) SOUTH SOUTHWEST OF PORT WENTWORTH. OWNERSHIP--RAILROAD
 CK6020'RIGHT OF WAY.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 CK6020'HIGHWAYS 30 (BONNEY BRIDGE ROAD) AND 21, 3.9 MILES (6.3 KM) NORTH
 CK6020'NORTHWEST OF PORT WENTWORTH, GO SOUTH SOUTHEAST ON HIGHWAY 21 FOR 0.6
 CK6020'MILE (1.0 KM) TO THE JUNCTION OF A PAVED ROAD (GULFSTREAM ROAD) , TURN
 CK6020'RIGHT ON GULFSTREAM ROAD FOR 0.65 MILE (1.05 KM) TO A SET OF RAILROAD
 CK6020'TRACKS, TURN LEFT ALONG THE RAILROAD TRACKS FOR 0.3 MILE (0.5 KM) TO
 CK6020'THE STATION ON THE LEFT.  STATION IS A CONCRETE POST RECESSED 0.3 FOOT
 CK6020'(9.1 CM) AND 5.0 FEET (1.5 M) BELOW THE TRACKS, 46.9 FEET (14.3 M)
 CK6020'EAST NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 51.7 FEET (15.8 M)
 CK6020'SOUTH SOUTHEAST OF MCI CABLE MARKER POST NUMBER 49318, 113.6 FEET
 CK6020'(34.6 M) EAST SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 CK6020'ATTACHED, 51.7 FEET (15.8 M) NORTH NORTHWEST OF REFERENCE MARK
 CK6020'CHEROKEE RM 5, 96.2 FEET (29.3 M) EAST OF HORIZONTAL STATION CHEROKEE
 CK6020'RM A RESET, 1.4 FEET (0.4 M) EAST NORTHEAST OF A WITNESS POST.
 CK6020'RECOVERED BY J.B.  SMOAK.
 CK6020
 CK6020                          STATION RECOVERY (2004)
 CK6020
 CK6020'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 CK6020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4062 ***********************************************************************
 CK4062  DESIGNATION -  CHEROKEE RM 4
 CK4062  PID         -  CK4062
 CK4062  STATE/COUNTY-  GA/CHATHAM
 CK4062  USGS QUAD   -  PORT WENTWORTH (1993)
 CK4062
 CK4062                         *CURRENT SURVEY CONTROL
 CK4062  ___________________________________________________________________
 CK4062* NAD 83(1994)-  32 08 24.05314(N)    081 11 09.39160(W)     ADJUSTED  
 CK4062* NAVD 88     -        13.57   (+/-2cm)      44.5    (feet)  VERTCON   
 CK4062  ___________________________________________________________________
 CK4062  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK4062  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK4062
 CK4062  HORZ ORDER  -  FIRST
 CK4062  VERT ORDER  -  THIRD ? (See Below)
 CK4062
 CK4062.The horizontal coordinates were established by classical geodetic methods
 CK4062.and adjusted by the National Geodetic Survey in September 1997..
 CK4062
 CK4062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4062.The vertical order pertains to the NGVD 29 superseded value.
 CK4062
 CK4062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4062
 CK4062.The geoid height was determined by GEOID03.
 CK4062
 CK4062;                    North         East     Units Scale Factor Converg.
 CK4062;SPC GA E     -   237,662.556   292,523.363   MT  1.00000554   +0 31 18.4
 CK4062;SPC GA E     -   779,731.24    959,720.40   sFT  1.00000554   +0 31 18.4
 CK4062;UTM  17      - 3,555,970.583   482,463.503   MT  0.99960379   -0 05 56.1
 CK4062
 CK4062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4062!SPC GA E     -   1.00000275  x   1.00000554  =   1.00000829
 CK4062!UTM  17      -   1.00000275  x   0.99960379  =   0.99960654
 CK4062
 CK4062:                Primary Azimuth Mark                     Grid Az
 CK4062:SPC GA E     -  CHEROKEE RM 3 AZIMUTH                    156 49 59.7
 CK4062:UTM  17      -  CHEROKEE RM 3 AZIMUTH                    157 27 14.2
 CK4062
 CK4062|---------------------------------------------------------------------|
 CK4062| PID    Reference Object                     Distance      Geod. Az  |
 CK4062|                                                           dddmmss.s |
 CK4062| CK4654 CHEROKEE RM 3 AZIMUTH                              1572118.1 |
 CK4062| CK4064 CHEROKEE RM A                        42.095 METERS 28811     |
 CK4062| CK6020 CHEROKEE RESET                       19.283 METERS 32617     |
 CK4062|---------------------------------------------------------------------|
 CK4062
 CK4062                          SUPERSEDED SURVEY CONTROL
 CK4062
 CK4062  NAD 83(1986)-  32 08 24.06647(N)    081 11 09.40337(W) AD(       ) 1
 CK4062  NAD 27      -  32 08 23.33007(N)    081 11 10.00303(W) AD(       ) 1
 CK4062  NGVD 29 (07/19/86)   13.85   (m)           45.4    (f) LEVELING    3  
 CK4062
 CK4062.Superseded values are not recommended for survey control.
 CK4062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4062.See file dsdata.txt to determine how the superseded data were derived.
 CK4062
 CK4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8246455971(NAD 83)
 CK4062_MARKER: DR = REFERENCE MARK DISK
 CK4062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK4062
 CK4062  HISTORY     - Date     Condition        Report By
 CK4062  HISTORY     - 1965     MONUMENTED       CGS
 CK4062
 CK4062                          STATION DESCRIPTION
 CK4062
 CK4062'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 CK4062'THE STATION IS ABOUT 13 MILES SOUTHWEST OF HARDEEVILLE, SOUTH
 CK4062'CAROLINA, 7 MILES NORTHWEST OF SAVANNAH AND ON THE EAST RIGHT-OF-WAY
 CK4062'OF THE SEABOARD AIR LINE RAILWAY PROPERTY.
 CK4062'
 CK4062'TO REACH THE STATION FROM THE POST OFFICE IN PORT WENTWORTH, GO
 CK4062'NORTH ON CANTYRE STREET FOR 0.2 MILE TO STATE HIGHWAY SPUR
 CK4062'21.  TURN LEFT AND GO WEST ON SPUR 21 FOR 0.8 MILE TO STATE
 CK4062'HIGHWAY 21.  TURN LEFT AND GO SOUTH ON HIGHWAY 21 FOR 0.25 MILE TO
 CK4062'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A DIRT ROAD
 CK4062'FOR 0.45 MILE TO A FORK AND A POND ON THE RIGHT.  TAKE THE RIGHT
 CK4062'FORK AND CONTINUE WEST ON A TRACK ROAD FOR 0.2 MILE TO A
 CK4062'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 CK4062'
 CK4062'THE STATION MARK IS A STANDARD DISK STAMPED CHEROKEE NO 4 1932,
 CK4062'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CK4062'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 80.5 FEET
 CK4062'SOUTHEAST OF A TELEPHONE POLE AND 55 FEET EAST OF THE EAST RAIL OF
 CK4062'THE RAILROAD TRACKS.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CK4062'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CK4062'
 CK4062'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHEROKEE NO 2 1932,
 CK4062'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CK4062'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43.5 FEET EAST OF
 CK4062'THE EAST RAIL OF THE RAILROAD TRACKS.
 CK4062'
 CK4062'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHEROKEE NO
 CK4062'3 1932, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CK4062'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28.5
 CK4062'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 4.5 FEET
 CK4062'NORTHWEST OF A TELEPHONE POLE.
 CK4062'
 CK4062'D 37 IS A STANDARD BENCH MARK DISK STAMPED D 37 1918 ELEVATION
 CK4062'45.105 FEET, SET IN THE TOP OF A 5 INCH SQUARE CONCRETE MONUMENT
 CK4062'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34.5 FEET SOUTH OF THE
 CK4062'CENTER OF THE TRACK ROAD, 25.6 FEET WEST OF THE WEST RAIL OF THE
 CK4062'RAILROAD TRACKS, 13.06 FEET EAST OF TRIANGULATION STATION
 CK4062'CHEROKEE RM A, AND 9.6 FEET EAST OF A WITNESS POST WITH SIGN
 CK4062'ATTACHED.
 CK4062'
 CK4062'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTH ALONG THE
 CK4062'RAILROAD TRACKS FOR 0.25 MILE (400 PACES) TO THE AZIMUTH MARK ON
 CK4062'THE RIGHT.
 CK4062'
 CK4062'NOTE--THE DISTANCE AND DIRECTION TO THE MARKS MENTIONED ABOVE WERE
 CK4062'ESTABLISHED AT STATION CHEROKEE 1932.
 CK4062'
 CK4062'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6022 ***********************************************************************
 CK6022  DESIGNATION -  CHEROKEE RM 5
 CK6022  PID         -  CK6022
 CK6022  STATE/COUNTY-  GA/CHATHAM
 CK6022  USGS QUAD   -  PORT WENTWORTH (1993)
 CK6022
 CK6022                         *CURRENT SURVEY CONTROL
 CK6022  ___________________________________________________________________
 CK6022* NAD 83(1994)-  32 08 24.14674(N)    081 11 09.45453(W)     ADJUSTED  
 CK6022* NAVD 88     -        12.765  (meters)      41.88   (feet)  ADJUSTED  
 CK6022  ___________________________________________________________________
 CK6022  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK6022  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK6022  DYNAMIC HT  -          12.750 (meters)      41.83  (feet)  COMP
 CK6022  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CK6022
 CK6022  HORZ ORDER  -  SECOND
 CK6022  VERT ORDER  -  FIRST     CLASS II
 CK6022
 CK6022.The horizontal coordinates were established by classical geodetic methods
 CK6022.and adjusted by the National Geodetic Survey in September 1997..
 CK6022.No horizontal observational check was made to the station.
 CK6022
 CK6022.The orthometric height was determined by differential leveling
 CK6022.and adjusted by the National Geodetic Survey in April 1998..
 CK6022
 CK6022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6022
 CK6022.The geoid height was determined by GEOID03.
 CK6022
 CK6022.The dynamic height is computed by dividing the NAVD 88
 CK6022.geopotential number by the normal gravity value computed on the
 CK6022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK6022.degrees latitude (g = 980.6199 gals.).
 CK6022
 CK6022.The modeled gravity was interpolated from observed gravity values.
 CK6022
 CK6022;                    North         East     Units Scale Factor Converg.
 CK6022;SPC GA E     -   237,665.424   292,521.688   MT  1.00000553   +0 31 18.3
 CK6022;SPC GA E     -   779,740.65    959,714.90   sFT  1.00000553   +0 31 18.3
 CK6022;UTM  17      - 3,555,973.468   482,461.859   MT  0.99960379   -0 05 56.1
 CK6022
 CK6022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6022!SPC GA E     -   1.00000288  x   1.00000553  =   1.00000841
 CK6022!UTM  17      -   1.00000288  x   0.99960379  =   0.99960666
 CK6022
 CK6022                          SUPERSEDED SURVEY CONTROL
 CK6022
 CK6022  NAD 83(1986)-  32 08 24.24598(N)    081 11 09.53260(W) AD(       ) 2
 CK6022
 CK6022.Superseded values are not recommended for survey control.
 CK6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6022.See file dsdata.txt to determine how the superseded data were derived.
 CK6022
 CK6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8246255973(NAD 83)
 CK6022_MARKER: DR = REFERENCE MARK DISK
 CK6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6022_STAMPING: CHEROKEE 1932 NO 5 1982
 CK6022_MARK LOGO: NGS   
 CK6022_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK6022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6022+STABILITY: SURFACE MOTION
 CK6022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6022+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 CK6022
 CK6022  HISTORY     - Date     Condition        Report By
 CK6022  HISTORY     - 1982     MONUMENTED       NGS
 CK6022  HISTORY     - 19941025 GOOD             NGS
 CK6022
 CK6022                          STATION DESCRIPTION
 CK6022
 CK6022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 CK6022'RECOVERED AS DESCRIBED ON EAST SIDE OF RAILROAD, ABOUT 0.25 MILE (0.40
 CK6022'KM) SOUTH OF GULFSTREAM RD, SEVERAL HUNDRED FEET NE OF COASTAL
 CK6022'CORRECTIONAL FACILITY.  TO REACH FROM JUNCTION OF I-95 AND STATE ROUTE
 CK6022'21, GO SOUTH 3.1 MILES (5.0 KM) ON SR 21 TO GULFSTREAM RD AND TURN
 CK6022'RIGHT.  (ALONG THE WAY AT 2.6 MILES (4.2 KM) THERE IS A SINGLE-TRACK
 CK6022'RAILROAD OVERPASS).  FOLLOW GULFSTREAM RD 0.7 MILE (1.1 KM) WEST TO
 CK6022'NEAR OR EAST SIDE OF FIRST OF TWO RAILROAD CROSSINGS AND TURN LEFT,
 CK6022'SE, FOR 0.3 MILE (0.5 KM) TO THE MARK ON THE LEFT. MARK IS 105 FT
 CK6022'(32.0 M) EAST ACROSS TRACKS FROM POLE, 101.5 FT (30.9 M) EAST ACROSS
 CK6022'TRACKS FROM WILTEL CABLE MARKER, 92.5 FT (28.2 M) NW OF MCI MARKER
 CK6022'49320, 54 FT (16.5 M) NE OF OF NE RAIL, IN AN AREA THAT GETS
 CK6022'OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4064 ***********************************************************************
 CK4064  DESIGNATION -  CHEROKEE RM A
 CK4064  PID         -  CK4064
 CK4064  STATE/COUNTY-  GA/CHATHAM
 CK4064  USGS QUAD   -  PORT WENTWORTH (1993)
 CK4064
 CK4064                         *CURRENT SURVEY CONTROL
 CK4064  ___________________________________________________________________
 CK4064* NAD 83(1994)-  32 08 24.47943(N)    081 11 10.91756(W)     ADJUSTED  
 CK4064* NAVD 88     -        13.32   (+/-2cm)      43.7    (feet)  VERTCON   
 CK4064  ___________________________________________________________________
 CK4064  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CK4064  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 CK4064
 CK4064  HORZ ORDER  -  FIRST
 CK4064  VERT ORDER  -  THIRD ? (See Below)
 CK4064
 CK4064.The horizontal coordinates were established by classical geodetic methods
 CK4064.and adjusted by the National Geodetic Survey in September 1997..
 CK4064
 CK4064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4064.The vertical order pertains to the NGVD 29 superseded value.
 CK4064
 CK4064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4064
 CK4064.The geoid height was determined by GEOID03.
 CK4064
 CK4064;                    North         East     Units Scale Factor Converg.
 CK4064;SPC GA E     -   237,675.322   292,483.253   MT  1.00000545   +0 31 17.6
 CK4064;SPC GA E     -   779,773.12    959,588.81   sFT  1.00000545   +0 31 17.6
 CK4064;UTM  17      - 3,555,983.777   482,423.549   MT  0.99960381   -0 05 56.9
 CK4064
 CK4064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4064!SPC GA E     -   1.00000279  x   1.00000545  =   1.00000824
 CK4064!UTM  17      -   1.00000279  x   0.99960381  =   0.99960660
 CK4064
 CK4064:                Primary Azimuth Mark                     Grid Az
 CK4064:SPC GA E     -  LIMEHOUSE                                049 27 48.6
 CK4064:UTM  17      -  LIMEHOUSE                                050 05 03.1
 CK4064
 CK4064|---------------------------------------------------------------------|
 CK4064| PID    Reference Object                     Distance      Geod. Az  |
 CK4064|                                                           dddmmss.s |
 CK4064| CK3972 LIMEHOUSE                           APPROX.13.8 KM 0495906.2 |
 CK4064| CK4061 PORT WENTWORTH CONTL CAN STACK      APPROX. 3.1 KM 0563718.6 |
 CK4064| CK4062 CHEROKEE RM 4                        42.095 METERS 10811     |
 CK4064| CK4063 SAVANNAH S NITROGEN CO TOWER        APPROX. 2.3 KM 1101819.3 |
 CK4064|---------------------------------------------------------------------|
 CK4064
 CK4064                          SUPERSEDED SURVEY CONTROL
 CK4064
 CK4064  NAD 83(1986)-  32 08 24.49278(N)    081 11 10.92939(W) AD(       ) 1
 CK4064  NAD 27      -  32 08 23.75637(N)    081 11 11.52895(W) AD(       ) 1
 CK4064  NGVD 29 (07/19/86)   13.60   (m)           44.6    (f) LEVELING    3  
 CK4064
 CK4064.Superseded values are not recommended for survey control.
 CK4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4064.See file dsdata.txt to determine how the superseded data were derived.
 CK4064
 CK4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8242455984(NAD 83)
 CK4064_MARKER: DS = TRIANGULATION STATION DISK
 CK4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4064+STABILITY: SURFACE MOTION
 CK4064
 CK4064  HISTORY     - Date     Condition        Report By
 CK4064  HISTORY     - 1965     MONUMENTED       CGS
 CK4064
 CK4064                          STATION DESCRIPTION
 CK4064
 CK4064'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 CK4064'THE STATION IS LOCATED 13 MILES SOUTHWEST OF HARDEEVILLE, SOUTH
 CK4064'CAROLINA, 7 MILES NORTHWEST OF SAVANNAH AND ON THE WEST RIGHT-OF-WAY
 CK4064'OF THE SEABOARD AIR LINE RAILWAY PROPERTY.
 CK4064'
 CK4064'THE STATION MARK IS A STANDARD DISK, STAMPED CHEROKEE RM A
 CK4064'1965, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CK4064'PROJECTS 4-INCHES.  IT IS 52 FEET SOUTH OF A TELEGRAPH POLE, 38.0
 CK4064'FEET WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 34
 CK4064'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 3.9 FEET WEST OF A
 CK4064'WITNESS POST.
 CK4064'
 CK4064'TO REACH THE STATION SEE DESCRIPTION TO CHEROKEE RM 4.
 CK4064'
 CK4064'A TRAVERSE CONNECTION WAS MADE TO CHEROKEE RM 4, THE DISTANCE BEING
 CK4064'42.0928 METERS OR 138.100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3056 ***********************************************************************
 AB3056  DESIGNATION -  CHEROKEE RM A RESET
 AB3056  PID         -  AB3056
 AB3056  STATE/COUNTY-  GA/CHATHAM
 AB3056  USGS QUAD   -  PORT WENTWORTH (1993)
 AB3056
 AB3056                         *CURRENT SURVEY CONTROL
 AB3056  ___________________________________________________________________
 AB3056* NAD 83(1986)-  32 08 24.     (N)    081 11 08.     (W)     SCALED    
 AB3056* NAVD 88     -        13.135  (meters)      43.09   (feet)  ADJUSTED  
 AB3056  ___________________________________________________________________
 AB3056  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AB3056  DYNAMIC HT  -          13.120 (meters)      43.04  (feet)  COMP
 AB3056  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 AB3056
 AB3056  VERT ORDER  -  FIRST     CLASS II
 AB3056
 AB3056.The horizontal coordinates were scaled from a topographic map and have
 AB3056.an estimated accuracy of +/- 6 seconds.
 AB3056
 AB3056.The orthometric height was determined by differential leveling
 AB3056.and adjusted by the National Geodetic Survey in April 1998..
 AB3056
 AB3056.The geoid height was determined by GEOID03.
 AB3056
 AB3056.The dynamic height is computed by dividing the NAVD 88
 AB3056.geopotential number by the normal gravity value computed on the
 AB3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3056.degrees latitude (g = 980.6199 gals.).
 AB3056
 AB3056.The modeled gravity was interpolated from observed gravity values.
 AB3056
 AB3056;                    North         East    Units  Estimated Accuracy
 AB3056;SPC GA E     -   237,660.      292,560.      MT  (+/- 180 meters Scaled)
 AB3056
 AB3056                          SUPERSEDED SURVEY CONTROL
 AB3056
 AB3056.No superseded survey control is available for this station.
 AB3056
 AB3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR825559(NAD 83)
 AB3056_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3056_STAMPING: CHEROKEE RM A 1965 1994
 AB3056_MARK LOGO: NGS   
 AB3056_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3056+STABILITY: SURFACE MOTION
 AB3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB3056+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AB3056
 AB3056  HISTORY     - Date     Condition        Report By
 AB3056  HISTORY     - 1994     MONUMENTED       NGS
 AB3056  HISTORY     - 19961120 GOOD             SCGS
 AB3056
 AB3056                          STATION DESCRIPTION
 AB3056
 AB3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JRO)
 AB3056'RESET IN 1994 OVER UNDERGROUND MARK, ON WEST SIDE OF RAILROAD ABOUT
 AB3056'0.25 MILE (0.40 KM) SOUTH OF GULFSTREAM RD, SEVERAL HUNDRED FEET NE OF
 AB3056'COASTAL CORRECTIONAL FACILITY.  TO REACH FROM THE JUNCTION OF I-95 AND
 AB3056'STATE ROUTE 21, GO SOUTH ON SR 21 3.1 MILES (5.0 KM) TO GULFSTREAM RD
 AB3056'AND TURN RIGHT.  (AT 2.6 MILES (4.2 KM) THERE IS A SINGLE-TRACK
 AB3056'RAILROAD OVERPASS.) FOLLOW GULFSTREAM RD 0.7 MILE (1.1 KM) WEST TO THE
 AB3056'FIRST OF TWO RAILROAD CROSSINGS AND TURN LEFT, SE, FOR 0.3 MILE (0.5
 AB3056'KM) TO THE MARK ON THE RIGHT.  MARK IS 159 FT (48.5 M) SOUTH AND
 AB3056'ACROSS TRACKS FROM WOOD WHISTLE POST, 122 FT (37.2 M) NW OF WILTEL
 AB3056'FIBER OPTICS MARKER, 49 FT (14.9 M) SOUTH OF POLE, 38 FT (11.6 M) SW
 AB3056'OF SW RAIL OF SINGLE TRACK.
 AB3056
 AB3056                          STATION RECOVERY (1996)
 AB3056
 AB3056'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1996 (DDW)
 AB3056'STATION IS LOCATED 6.65 MILES (10.70 KM) NORTHWEST OF SAVANNAH, 1.5
 AB3056'MILES (2.4 KM) SOUTH SOUTHWEST OF PORT WENTWORTH. OWNERSHIP--RAILROAD
 AB3056'RIGHT OF WAY.  TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE
 AB3056'HIGHWAYS 30 AND 21, 3.9 MILES (6.3 KM) NORTH NORTHWEST OF PORT
 AB3056'WENTWORTH, GO SOUTH SOUTHEAST ON HIGHWAY 21 FOR 0.6 MILE (1.0 KM) TO
 AB3056'THE JUNCTION OF A PAVED ROAD (GULFSTREAM ROAD) , TURN RIGHT ON
 AB3056'GULFSTREAM ROAD FOR 0.65 MILE (1.05 KM) TO A SET OF RAILROAD TRACKS,
 AB3056'TURN LEFT ALONG THE RAILROAD TRACKS FOR 0.3 MILE (0.5 KM) TO THE
 AB3056'STATION ON THE RIGHT NEAR A POWER POLE.  STATION IS A CONCRETE POST
 AB3056'FLUSH WITH THE GROUND AND 1.5 FEET (0.5 M) BELOW THE TRACKS, 49.0 FEET
 AB3056'(14.9 M) SOUTH SOUTHEAST OF A POWER POLE WITH A SCGS REFERENCE WASHER
 AB3056'ATTACHED, 37.5 FEET (11.4 M) WEST SOUTHWEST OF THE SOUTHWEST RAIL OF
 AB3056'THE TRACKS, 96.2 FEET (29.3 M) WEST OF HORIZONTAL STATION CHEROKEE
 AB3056'RESET, 122.2 FEET (37.2 M) NORTH NORTHWEST OF A CABLE MARKER POST
 AB3056'(PLASTIC) , 2.3 FEET (0.7 M) EAST OF A WITNESS POST.  RECOVERED BY
 AB3056'R.W.  ROBERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0252 ***********************************************************************
 DG0252  DESIGNATION -  CHERRY
 DG0252  PID         -  DG0252
 DG0252  STATE/COUNTY-  GA/FULTON
 DG0252  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0252
 DG0252                         *CURRENT SURVEY CONTROL
 DG0252  ___________________________________________________________________
 DG0252* NAD 83(1994)-  33 47 26.75662(N)    084 23 21.28114(W)     ADJUSTED  
 DG0252* NAVD 88     -       270.798  (meters)     888.44   (feet)  ADJUSTED  
 DG0252  ___________________________________________________________________
 DG0252  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DG0252  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG0252  DYNAMIC HT  -         270.497 (meters)     887.46  (feet)  COMP
 DG0252  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 DG0252
 DG0252  HORZ ORDER  -  FIRST
 DG0252  VERT ORDER  -  FIRST     CLASS II
 DG0252
 DG0252.The horizontal coordinates were established by classical geodetic methods
 DG0252.and adjusted by the National Geodetic Survey in September 1997..
 DG0252
 DG0252.The orthometric height was determined by differential leveling
 DG0252.and adjusted by the National Geodetic Survey in June 1991..
 DG0252
 DG0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0252
 DG0252.The geoid height was determined by GEOID03.
 DG0252
 DG0252.The dynamic height is computed by dividing the NAVD 88
 DG0252.geopotential number by the normal gravity value computed on the
 DG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0252.degrees latitude (g = 980.6199 gals.).
 DG0252
 DG0252.The modeled gravity was interpolated from observed gravity values.
 DG0252
 DG0252;                    North         East     Units Scale Factor Converg.
 DG0252;SPC GA W     -   420,319.906   679,388.933   MT  0.99990524   -0 07 25.6
 DG0252;SPC GA W     - 1,378,999.56  2,228,961.86   sFT  0.99990524   -0 07 25.6
 DG0252;UTM  16      - 3,742,021.017   741,719.258   MT  1.00032035   +1 27 09.7
 DG0252
 DG0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0252!SPC GA W     -   0.99996213  x   0.99990524  =   0.99986737
 DG0252!UTM  16      -   0.99996213  x   1.00032035  =   1.00028247
 DG0252
 DG0252|---------------------------------------------------------------------|
 DG0252| PID    Reference Object                     Distance      Geod. Az  |
 DG0252|                                                           dddmmss.s |
 DG0252| DG0253 HOLLY                               356.739 METERS 00257     |
 DG0252| DG2778 PERSHING                            353.205 METERS 02929     |
 DG0252| DG0251 MONTE                               406.952 METERS 1785901.3 |
 DG0252| DG0250 FOURTEENTH                          445.961 METERS 1790243.2 |
 DG0252|---------------------------------------------------------------------|
 DG0252
 DG0252                          SUPERSEDED SURVEY CONTROL
 DG0252
 DG0252  NAD 83(1986)-  33 47 26.76292(N)    084 23 21.28155(W) AD(       ) 1
 DG0252  NAD 27      -  33 47 26.38500(N)    084 23 21.54900(W) AD(       ) 1
 DG0252  NGVD 29 (12/12/91)  270.721  (m)          888.19   (f) ADJUSTED    1 2
 DG0252
 DG0252.Superseded values are not recommended for survey control.
 DG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0252.See file dsdata.txt to determine how the superseded data were derived.
 DG0252
 DG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4171942021(NAD 83)
 DG0252_MARKER: DE = TRAVERSE STATION DISK
 DG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0252_STAMPING: 888.161 CHERRY 1926
 DG0252_MARK LOGO: CGS   
 DG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0252+STABILITY: SURFACE MOTION
 DG0252
 DG0252  HISTORY     - Date     Condition        Report By
 DG0252  HISTORY     - 1927     MONUMENTED       CGS
 DG0252  HISTORY     - 1951     GOOD             CGS
 DG0252  HISTORY     - 1959     GOOD             NGS
 DG0252  HISTORY     - 1982     GOOD             NGS
 DG0252  HISTORY     - 19871209 MARK NOT FOUND   LOCSUR
 DG0252
 DG0252                          STATION DESCRIPTION
 DG0252
 DG0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0252'TRAVERSE STATION AND BENCH MARK IS ON E SIDE OF SPRING STREET
 DG0252'JUST N OF SIXTEENTH STREET.  POINT IS IN THE STREET 7.5 FEET
 DG0252'W AT RIGHT ANGLES FROM SQUARE CUT IN E CURB 110.1 FEET SE TO
 DG0252'NAIL IN TELEGRAPH POLE.  66.35 FEET SE TO END OF STONE WALL
 DG0252'ON E SIDE OF SPRING STREET, 13.4 FEET E TO WATER STOP.  31.77
 DG0252'FEET SE TO NAIL IN 20-INCH PINE TREE.  28.97 FEET NE TO NAIL
 DG0252'IN 10-INCH POPLAR TREE.  40.06 FEET SE TO WATER STOP.
 DG0252'
 DG0252'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0252'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0252'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0252
 DG0252                          STATION RECOVERY (1951)
 DG0252
 DG0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CMT)
 DG0252'IN ATLANTA, ABOUT 310 FEET N OF THE INTERSECTION OF SPRING AND
 DG0252'SIXTEENTH STREETS N.W., IN THE FORMER, AND 7.3 FEET W OF
 DG0252'THE E CURB OF SPRING STREET.  THE MARK IS A STANDARD STATION
 DG0252'DISK SET IN THE TOP OF A CONCRETE CYLINDER.  IT IS 6 INCHES
 DG0252'BELOW A CAST-IRON COVER THAT IS FLUSH WITH THE SURFACE OF
 DG0252'THE STREET AND IS STAMPED CHERRY 1926 888.161.
 DG0252
 DG0252                          STATION RECOVERY (1959)
 DG0252
 DG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DG0252'AT ATLANTA.
 DG0252'AT ATLANTA, ABOUT 0.5 MILE SOUTH ALONG SPRING STREET NW FROM
 DG0252'THE JUNCTION OF PEACHTREE STREET NW, ABOUT 100 YARDS NORTH OF THE
 DG0252'INTERSECTION OF SIXTEENTH STREET NW, 7 FEET WEST OF THE EAST
 DG0252'CURB LINE OF SPRING STREET NW, 55 FEET NORTHWEST OF THE SOUTHWEST
 DG0252'CORNER OF BUILDING 1319 SPRING STREET NW, 22 FEET WEST OF THE
 DG0252'SOUTH EDGE OF DOORWAY ENTRANCE TO BUILDING 1321 SPRING STREET NW,
 DG0252'SET IN TOP OF A CONCRETE POST 10 INCHES UNDER GROUND, ACCESS TO
 DG0252'WHICH IS HAD THRU A 12 INCH TILE WITH A CAST IRON COVER MARKED
 DG0252'USC AND GS AND FLUSH WITH THE STREET.
 DG0252
 DG0252                          STATION RECOVERY (1982)
 DG0252
 DG0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DG0252'RECOVERED IN GOOD CONDITION.
 DG0252
 DG0252                          STATION RECOVERY (1987)
 DG0252
 DG0252'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (EP)
 DG0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2192 ***********************************************************************
 CL2192  DESIGNATION -  CHERRY
 CL2192  PID         -  CL2192
 CL2192  STATE/COUNTY-  GA/JOHNSON
 CL2192  USGS QUAD   -  DAVISBORO SE (1981)
 CL2192
 CL2192                         *CURRENT SURVEY CONTROL
 CL2192  ___________________________________________________________________
 CL2192* NAD 83(1994)-  32 45 35.67735(N)    082 30 50.31498(W)     ADJUSTED  
 CL2192* NAVD 88     -        98.4    (meters)     323.     (feet)  VERTCON   
 CL2192  ___________________________________________________________________
 CL2192  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CL2192  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CL2192
 CL2192  HORZ ORDER  -  SECOND
 CL2192  VERT ORDER  -  THIRD ? (See Below)
 CL2192
 CL2192.The horizontal coordinates were established by classical geodetic methods
 CL2192.and adjusted by the National Geodetic Survey in September 1997..
 CL2192
 CL2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2192.The vertical order pertains to the NGVD 29 superseded value.
 CL2192
 CL2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2192
 CL2192.The geoid height was determined by GEOID03.
 CL2192
 CL2192;                    North         East     Units Scale Factor Converg.
 CL2192;SPC GA E     -   306,030.917   167,458.340   MT  0.99991305   -0 11 16.6
 CL2192;SPC GA E     - 1,004,036.43    549,402.90   sFT  0.99991305   -0 11 16.6
 CL2192;UTM  17      - 3,625,685.133   358,181.937   MT  0.99984800   -0 49 09.8
 CL2192
 CL2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2192!SPC GA E     -   0.99998907  x   0.99991305  =   0.99990212
 CL2192!UTM  17      -   0.99998907  x   0.99984800  =   0.99983707
 CL2192
 CL2192|---------------------------------------------------------------------|
 CL2192| PID    Reference Object                     Distance      Geod. Az  |
 CL2192|                                                           dddmmss.s |
 CL2192| CL2191 CHERRY RM 1                           8.230 METERS 00749     |
 CL2192| CY7320 CHERRY RM 2                          11.418 METERS 18620     |
 CL2192| CL2186 CHERRY AZ MK                        APPROX. 0.7 KM 1874959.8 |
 CL2192| CL2185 BM 29 FAR                           148.895 METERS 19522     |
 CL2192| CL2194 CHERRY TPT                            4.838 METERS 24658     |
 CL2192|---------------------------------------------------------------------|
 CL2192
 CL2192                          SUPERSEDED SURVEY CONTROL
 CL2192
 CL2192  NAD 83(1986)-  32 45 35.68189(N)    082 30 50.31386(W) AD(       ) 2
 CL2192  NAD 27      -  32 45 35.10953(N)    082 30 50.84269(W) AD(       ) 2
 CL2192  NGVD 29 (07/19/86)   98.6    (m)          323.     (f) LEVELING    3  
 CL2192
 CL2192.Superseded values are not recommended for survey control.
 CL2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2192.See file dsdata.txt to determine how the superseded data were derived.
 CL2192
 CL2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5818225685(NAD 83)
 CL2192_MARKER: DS = TRIANGULATION STATION DISK
 CL2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CL2192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2192
 CL2192  HISTORY     - Date     Condition        Report By
 CL2192  HISTORY     - 1978     MONUMENTED       NGS
 CL2192
 CL2192                          STATION DESCRIPTION
 CL2192
 CL2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 CL2192'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WADLEY, 8-3/4
 CL2192'MILES SOUTH-SOUTHWEST OF BARTOW, 5 MILES NORTH OF KITE AND ON
 CL2192'HIGHWAY RIGHT-OF-WAY PROPERTY.
 CL2192'
 CL2192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 CL2192'STATE HIGHWAY 171, 57 IN KITE, GO NORTH ON HIGHWAYS 221 AND 171 FOR
 CL2192'2.6 MILES TO A SIDE ROAD LEFT, (COUNTY ROUTE 91108).  CONTINUE
 CL2192'AHEAD NORTH ON HIGHWAYS 221 AND 171 FOR 1.9 MILES TO THE AZIMUTH
 CL2192'MARK ON THE LEFT BY A FIELD ENTRANCE ROAD.  CONTINUE NORTH ON
 CL2192'HIGHWAY 221 AND 171 FOR 0.3 MILE TO A SIDE ROAD RIGHT (COUNTY
 CL2192'ROUTE 121) AND BENCH MARK 29 FAR 1970 ON THE LEFT IN A FENCE LINE.
 CL2192'CONTINUE AHEAD NORTH ON HIGHWAY 221 AND 171 FOR 0.1 MILE TO THE
 CL2192'STATION ON THE RIGHT AS DESCRIBED.
 CL2192'
 CL2192'THE STATION IS A STANDARD NGS DISK
 CL2192'STAMPED---CHERRY 1978---,
 CL2192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2192'FLUSH WITH GROUND.  IT IS LOCATED
 CL2192'186.5 FEET NORTHEAST FROM A UTILITY POLE,
 CL2192'216 FEET SOUTH-SOUTHEAST FROM A UTILITY POLE,
 CL2192'37 FEET EAST FROM THE CENTER OF HIGHWAYS 221 AND 171,
 CL2192'7 FEET WEST FROM THE EDGE OF A FIELD AND 1.5 FEET
 CL2192'WEST OF A METAL WITNESS POST.
 CL2192'
 CL2192'THE UNDERGROUND MARK, A STANDARD NGS DISK
 CL2192'STAMPED---CHERRY 1978---,
 CL2192'IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CL2192'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CL2192'
 CL2192'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CL2192'STAMPED---CHERRY NO 1 1978---,
 CL2192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2192'FLUSH WITH GROUND.  IT IS LOCATED
 CL2192'37.5 FEET EAST FROM THE CENTER OF HIGHWAY 221 AND 171,
 CL2192'4 FEET WEST FROM A ROW OF BRUSH ON RIGHT-OF-WAY AND
 CL2192'1.7 FEET WEST OF A METAL WITNESS POST.
 CL2192'MARK IS LEVEL WITH STATION.
 CL2192'
 CL2192'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CL2192'STAMPED---CHERRY NO 2 1978---,
 CL2192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2192'FLUSH WITH GROUND.  IT IS LOCATED
 CL2192'36.5 FEET EAST FROM THE CENTER OF HIGHWAYS 221 AND 171,
 CL2192'7 FEET WEST FROM THE EDGE OF THE FIELD AND
 CL2192'1.4 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 CL2192'MARK IS LEVEL WITH STATION.
 CL2192'
 CL2192'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CL2192'STAMPED---CHERRY 1978---,
 CL2192'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2192'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2192'36.2 FEET WEST FROM THE CENTER OF HIGHWAYS 221 AND 171,
 CL2192'9.2 FEET SOUTH FROM THE CENTER OF THE FIELD ENTRANCE ROAD,
 CL2192'2.3 FEET EAST FROM A FENCE AND GATE POST AND 1.5 FEET
 CL2192'EAST-SOUTHEAST OF A METAL WITNESS POST.
 CL2192'
 CL2192'BENCH MARK 29 FAR IS A STANDARD USGS DISK
 CL2192'STAMPED---29 FAR 1970---,
 CL2192'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 CL2192'FLUSH WITH GROUND.  IT IS LOCATED
 CL2192'43.3 FEET WEST FROM THE CENTER OF HIGHWAYS 221 AND 171,
 CL2192'2.3 FEET SOUTH-SOUTHWEST FROM AN UNDERGROUND TELEPHONE CABLE
 CL2192'MARKER POST AND
 CL2192'1 FEET WEST FROM A FENCE.
 CL2192'MARK IS BELOW STATION 2.8 METERS.
 CL2192'
 CL2192'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2186 ***********************************************************************
 CL2186  DESIGNATION -  CHERRY AZ MK
 CL2186  PID         -  CL2186
 CL2186  STATE/COUNTY-  GA/JOHNSON
 CL2186  USGS QUAD   -  DAVISBORO SE (1981)
 CL2186
 CL2186                         *CURRENT SURVEY CONTROL
 CL2186  ___________________________________________________________________
 CL2186* NAD 83(1994)-  32 45 14.23351(N)    082 30 53.80622(W)     ADJUSTED  
 CL2186* NAVD 88     -        95.     (meters)     312.     (feet)  VERTCON   
 CL2186  ___________________________________________________________________
 CL2186  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CL2186  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CL2186
 CL2186  HORZ ORDER  -  SECOND
 CL2186
 CL2186.The horizontal coordinates were established by classical geodetic methods
 CL2186.and adjusted by the National Geodetic Survey in September 1997..
 CL2186
 CL2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2186
 CL2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2186
 CL2186.The geoid height was determined by GEOID03.
 CL2186
 CL2186;                    North         East     Units Scale Factor Converg.
 CL2186;SPC GA E     -   305,370.687   167,365.301   MT  0.99991313   -0 11 18.4
 CL2186;SPC GA E     - 1,001,870.33    549,097.66   sFT  0.99991313   -0 11 18.4
 CL2186;UTM  17      - 3,625,026.010   358,081.635   MT  0.99984835   -0 49 11.2
 CL2186
 CL2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2186!SPC GA E     -   0.99998963  x   0.99991313  =   0.99990276
 CL2186!UTM  17      -   0.99998963  x   0.99984835  =   0.99983798
 CL2186
 CL2186                          SUPERSEDED SURVEY CONTROL
 CL2186
 CL2186  NAD 83(1986)-  32 45 14.23804(N)    082 30 53.80511(W) AD(       ) 2
 CL2186  NAD 27      -  32 45 13.66512(N)    082 30 54.33370(W) AD(       ) 2
 CL2186  NGVD 29 (07/19/86)   95.     (m)          312.     (f) VERT ANG       
 CL2186
 CL2186.Superseded values are not recommended for survey control.
 CL2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2186.See file dsdata.txt to determine how the superseded data were derived.
 CL2186
 CL2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS5808225026(NAD 83)
 CL2186_MARKER: DZ = AZIMUTH MARK DISK
 CL2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CL2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2186+STABILITY: SURFACE MOTION
 CL2186
 CL2186  HISTORY     - Date     Condition        Report By
 CL2186  HISTORY     - 1979     MONUMENTED       NGS
 CL2186
 CL2186                          STATION DESCRIPTION
 CL2186
 CL2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 CL2186'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WADLEY,
 CL2186'8-3/4 MILES SOUTH-SOUTHWEST OF BARTOW, 5 MILES NORTH
 CL2186'OF KITE AND ON HIGHWAY RIGHT-OF-WAY.
 CL2186'
 CL2186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 221 AND
 CL2186'STATE HIGHWAY 171,57 IN KITE, GO NORTH ON HIGHWAY 221 AND 171
 CL2186'FOR 2.6 MILES TO A SIDE ROAD LEFT (COUNTY ROUTE 91108).
 CL2186'CONTINUE AHEAD NORTH ON HIGHWAY 221 AND 171 FOR 1.9 MILES TO
 CL2186'THE MARK ON THE LEFT BY A FIELD ENTRANCE ROAD AS DESCRIBED.
 CL2186'
 CL2186'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CL2186'STAMPED---CHERRY 1978---,
 CL2186'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CL2186'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 CL2186'36.2 FEET WEST FROM THE CENTER OF THE HIGHWAY,
 CL2186'9.2 FEET SOUTH FROM THE CENTER OF THE FIELD ENTRANCE ROAD,
 CL2186'2.3 FEET EAST FROM A FENCE AND GATE POST AND
 CL2186'1.5 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CL2186'THE UNDERGROUND MARK IS A STANDARD NGS DISK,
 CL2186'STAMPED---CHERRY 1978---, SET IN THE TOP OF AN
 CL2186'IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND.
 CL2186'
 CL2186'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS NO
 CL2186'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 CL2186'
 CL2186'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1249 ***********************************************************************
 BR1249  DESIGNATION -  CHESTER 2
 BR1249  PID         -  BR1249
 BR1249  STATE/COUNTY-  GA/LIBERTY
 BR1249  USGS QUAD   -  DORCHESTER (1973)
 BR1249
 BR1249                         *CURRENT SURVEY CONTROL
 BR1249  ___________________________________________________________________
 BR1249* NAD 83(1994)-  31 46 52.37516(N)    081 23 01.84705(W)     ADJUSTED  
 BR1249* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 BR1249  ___________________________________________________________________
 BR1249  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BR1249  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 BR1249
 BR1249  HORZ ORDER  -  SECOND
 BR1249
 BR1249.The horizontal coordinates were established by classical geodetic methods
 BR1249.and adjusted by the National Geodetic Survey in September 1997..
 BR1249.No horizontal observational check was made to the station.
 BR1249
 BR1249.The orthometric height was scaled from a topographic map.
 BR1249
 BR1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1249
 BR1249.The geoid height was determined by GEOID03.
 BR1249
 BR1249;                    North         East     Units Scale Factor Converg.
 BR1249;SPC GA E     -   197,726.133   274,139.876   MT  0.99996777   +0 24 44.3
 BR1249;SPC GA E     -   648,706.49    899,407.24   sFT  0.99996777   +0 24 44.3
 BR1249;UTM  17      - 3,516,249.597   463,657.706   MT  0.99961629   -0 12 07.8
 BR1249
 BR1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1249!SPC GA E     -   1.00000393  x   0.99996777  =   0.99997170
 BR1249!UTM  17      -   1.00000393  x   0.99961629  =   0.99962022
 BR1249
 BR1249|---------------------------------------------------------------------|
 BR1249| PID    Reference Object                     Distance      Geod. Az  |
 BR1249|                                                           dddmmss.s |
 BR1249| BR1256 CHESTER 3                             4.810 METERS 04103     |
 BR1249| CW4783 CHESTER 2 RM 6                       17.533 METERS 12743     |
 BR1249| BR1252 CHESTER RESET                       APPROX. 0.6 KM 1302005.2 |
 BR1249| BR1251 CHESTER RM 4                        APPROX. 0.5 KM 1310329.5 |
 BR1249| CW4782 CHESTER 2 AZ MK                                    3075524.1 |
 BR1249| CW4784 CHESTER 2 RM 7                       16.450 METERS 30824     |
 BR1249| BR1892 CHESTER 3 AZ MK                     440.289 METERS 3084332.1 |
 BR1249|---------------------------------------------------------------------|
 BR1249
 BR1249                          SUPERSEDED SURVEY CONTROL
 BR1249
 BR1249  NAD 83(1986)-  31 46 52.38946(N)    081 23 01.85392(W) AD(       ) 2
 BR1249  NAD 27      -  31 46 51.61257(N)    081 23 02.46548(W) AD(       ) 2
 BR1249
 BR1249.Superseded values are not recommended for survey control.
 BR1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1249.See file dsdata.txt to determine how the superseded data were derived.
 BR1249
 BR1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6365816250(NAD 83)
 BR1249_MARKER: DS = TRIANGULATION STATION DISK
 BR1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1249
 BR1249  HISTORY     - Date     Condition        Report By
 BR1249  HISTORY     - 1970     MONUMENTED       NGS
 BR1249  HISTORY     - 1977     GOOD             NGS
 BR1249
 BR1249                          STATION DESCRIPTION
 BR1249
 BR1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BR1249'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF THE VILLAGE OF
 BR1249'MIDWAY, ALONG THE NORTHEAST RIGHT-OF-WAY OF STATE HIGHWAY 38 AND
 BR1249'ABOUT 0.35 MILE NORTHWEST OF THE INTERECHANGE OF INTER-STATE 95.
 BR1249'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 BR1249'AND STAMPED CHESTER 2 1970, IS 35-1/2 FEET NORTHEAST OF THE
 BR1249'CENTERLINE OF STATE HIGHWAY 38, 4-1/2 FEET SOUTHWEST OF FENCE,
 BR1249'114-1/2 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD AND 3-1/2
 BR1249'FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 BR1249'
 BR1249'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 38
 BR1249'AT MIDWAY, GO SOUTHEASTERLY ON STATE HIGHWAY 38 FOR 1.7 MILES TO
 BR1249'RAILROAD CROSSING AT THE VILLAGE OF DORCHESTER.  CONTINUE
 BR1249'SOUTHEASTERLY STATE HIGHWAY 38 FOR 1.35 MILES TO AZIMUTH MARK ON
 BR1249'LEFT (NORTHEAST) SIDE OF HIGHWAY.  CONTINUE SOUTHEASTERLY ON STATE
 BR1249'HIGHWAY 38 FOR 0.3 MILE TO STATION ON LEFT (NORTHEAST) SIDE OF
 BR1249'HIGHWAY AS DESCRIBED.
 BR1249'
 BR1249'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 BR1249'POST AND STAMPED CHESTER 2 1970, IS 35-1/2 FEET NORTHEAST OF THE
 BR1249'CENTERLINE OF STATE HIGHWAY 38, 10 FEET SOUTHEAST OF DRIVEWAY, 2 FEET
 BR1249'SOUTHWEST OF A FENCE AND 1-1/2 FEET SOUTHWEST OF A WITNESS POST.
 BR1249'THE MARK IS FLUSH WITH THE GROUND.
 BR1249'
 BR1249'REFERENCE MARK NO. 6, A STANDARD DISK SET IN THE TOP OF A ROUND
 BR1249'CONCRETE POST AND STAMPED CHESTER 2 NO 6, IS 57 FEET NORTHWEST OF THE
 BR1249'CENTERLINE OF DIRT ROAD, 35 FEET NORTHEAST OF THE CENTERLINE OF
 BR1249'STATE HIGHWAY 38 AND 5-1/2 FEET SOUTHWEST OF A FENCE.  THE MARK IS
 BR1249'FLUSH WITH THE GROUND.
 BR1249'
 BR1249'REFERENCE MARK NO. 7, A STANDARD DISK SET IN THE TOP OF A ROUND
 BR1249'CONCRETE POST AND STAMPED CHESTER 2 NO 7 1970, IS 128 FEET SOUTHEAST
 BR1249'OF A POWERLINE POLE, 36 FEET NORTHEAST OF THE CENTERLINE OF STATE
 BR1249'HIGHWAY 38 AND 5 FEET SOUTHWEST OF A FENCE.  THE MARK IS FLUSH WITH
 BR1249'THE GROUND.
 BR1249'
 BR1249'*CHESTER 1932 AND CHESTER R.M. 4 TO BE DESTROYED IN THE NEAR
 BR1249'FUTURE.
 BR1249
 BR1249                          STATION RECOVERY (1977)
 BR1249
 BR1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BR1249'THE STATION MARK, REFERENCE MARK 6 AND AZIMUTH MARK WERE RECOVERED
 BR1249'AND FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK 7 WAS
 BR1249'FOUND DESTROYED.  THE DISTANCE TO REFERENCE MARK 6 CHECKED THE
 BR1249'ORIGINAL DESCRIPTION.  DUE TO ALL THE MARKS IN CONSTRUCTION
 BR1249'LIMITS, STATION CHESTER 3, REFERENCE MARKS 8, 9 AND AZIMUTH MARK
 BR1249'WERE ESTABLISHED AT THIS TIME.  AFTER ALL TIES WERE MADE,
 BR1249'STATION CHESTER 2 1970, REFERENCE MARK 6 AND AZIMUTH MARK
 BR1249'WERE DESTROYED AND THE DISKS RECLAIMED.  STATION DESTROYED.
 BR1249'
 BR1249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SE
 BR1249'OF MIDWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1256 ***********************************************************************
 BR1256  CBN         -  This is a Cooperative Base Network Control Station.
 BR1256  DESIGNATION -  CHESTER 3
 BR1256  PID         -  BR1256
 BR1256  STATE/COUNTY-  GA/LIBERTY
 BR1256  USGS QUAD   -  DORCHESTER (1973)
 BR1256
 BR1256                         *CURRENT SURVEY CONTROL
 BR1256  ___________________________________________________________________
 BR1256* NAD 83(1994)-  31 46 52.49291(N)    081 23 01.72699(W)     ADJUSTED  
 BR1256* NAVD 88     -         4.5    (meters)      15.     (feet)  GPS OBS   
 BR1256  ___________________________________________________________________
 BR1256  X           -     813,021.847 (meters)                     COMP
 BR1256  Y           -  -5,365,603.548 (meters)                     COMP
 BR1256  Z           -   3,339,822.610 (meters)                     COMP
 BR1256  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BR1256  ELLIP HEIGHT-         -26.27  (meters)          (03/09/95) GPS OBS
 BR1256  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR1256
 BR1256  HORZ ORDER  -  B
 BR1256  ELLP ORDER  -  FIRST     CLASS I
 BR1256
 BR1256.The horizontal coordinates were established by GPS observations
 BR1256.and adjusted by the National Geodetic Survey in March 1995..
 BR1256
 BR1256.The orthometric height was determined by GPS observations and a
 BR1256.high-resolution geoid model.
 BR1256
 BR1256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR1256
 BR1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1256
 BR1256.The ellipsoidal height was determined by GPS observations
 BR1256.and is referenced to NAD 83.
 BR1256
 BR1256.The geoid height was determined by GEOID03.
 BR1256
 BR1256;                    North         East     Units Scale Factor Converg.
 BR1256;SPC GA E     -   197,729.782   274,143.008   MT  0.99996778   +0 24 44.4
 BR1256;SPC GA E     -   648,718.46    899,417.52   sFT  0.99996778   +0 24 44.4
 BR1256;UTM  17      - 3,516,253.211   463,660.876   MT  0.99961629   -0 12 07.7
 BR1256
 BR1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1256!SPC GA E     -   1.00000412  x   0.99996778  =   0.99997190
 BR1256!UTM  17      -   1.00000412  x   0.99961629  =   0.99962041
 BR1256
 BR1256|---------------------------------------------------------------------|
 BR1256| PID    Reference Object                     Distance      Geod. Az  |
 BR1256|                                                           dddmmss.s |
 BR1256| BR1893 CHESTER 3 RM 8                       17.092 METERS 12725     |
 BR1256| BR1249 CHESTER 2                             4.810 METERS 22103     |
 BR1256| CW4785 CHESTER 3 RM 9                       17.115 METERS 30750     |
 BR1256| BR1892 CHESTER 3 AZ MK                     440.511 METERS 3080601.9 |
 BR1256|---------------------------------------------------------------------|
 BR1256
 BR1256                          SUPERSEDED SURVEY CONTROL
 BR1256
 BR1256  NAD 83(1986)-  31 46 52.50455(N)    081 23 01.73662(W) AD(       ) 2
 BR1256  NAD 83(1986)-  31 46 52.50607(N)    081 23 01.73508(W) AD(       ) 2
 BR1256  NAD 27      -  31 46 51.72960(N)    081 23 02.34622(W) AD(       ) 2
 BR1256  NGVD 29 (09/27/88)    4.7    (m)           15.     (f) GPS OBS        
 BR1256
 BR1256.Superseded values are not recommended for survey control.
 BR1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1256.See file dsdata.txt to determine how the superseded data were derived.
 BR1256
 BR1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6366116253(NAD 83)
 BR1256_MARKER: DS = TRIANGULATION STATION DISK
 BR1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1256_STAMPING: CHESTER 3 1977
 BR1256_MARK LOGO: NGS   
 BR1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 BR1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1256+STABILITY: SURFACE MOTION
 BR1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR1256+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 BR1256
 BR1256  HISTORY     - Date     Condition        Report By
 BR1256  HISTORY     - 1977     MONUMENTED       NGS
 BR1256  HISTORY     - 1983     GOOD             GADT
 BR1256  HISTORY     - 19940506 GOOD             GADT
 BR1256  HISTORY     - 20040803 GOOD             GADT
 BR1256  HISTORY     - 20050201 GOOD             GADT
 BR1256  HISTORY     - 20060612 GOOD             JCLS
 BR1256
 BR1256                          STATION DESCRIPTION
 BR1256
 BR1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BR1256'STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF MIDWAY, ON THE
 BR1256'NORTHEAST SIDE OF STATE HIGHWAY 38 AND ON THE RIGHT-OF-WAY LINE.
 BR1256'
 BR1256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 BR1256'HIGHWAY 38 AT MIDWAY, GO SOUTHEAST ON STATE HIGHWAY 38 FOR 3.05
 BR1256'MILES TO A HOUSE ON LEFT AND AZIMUTH MARK.  CONTINUE SOUTHEAST ON
 BR1256'STATE HIGHWAY 38 FOR 0.35 MILE TO A DRIVEWAY ENTRANCE TO MARTIN
 BR1256'FISH POND AND STATION ON LEFT.
 BR1256'
 BR1256'STATION MARKS ARE STANDARD DISKS STAMPED CHESTER 3 1977.  THE
 BR1256'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 BR1256'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET
 BR1256'SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO THE MARTIN FISH POND, 52
 BR1256'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 38, 2 FEET
 BR1256'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTHEAST OF THE
 BR1256'RIGHT-OF-WAY FENCE LINE.  THE UNDERGROUND MARK IS A DISK SET IN
 BR1256'THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 BR1256'SURFACE OF GROUND.
 BR1256'
 BR1256'REFERENCE MARK 8 IS A STANDARD DISK STAMPED CHESTER 3 NO 8 1977, IS
 BR1256'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BR1256'FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET NORTHEAST OF THE
 BR1256'CENTER OF STATE HIGHWAY 38, 49 FEET SOUTHWEST OF THE CENTER OF THE
 BR1256'DRIVEWAY TO FISH POND, 2 FEET NORTHWEST OF A METAL WITNESS POST
 BR1256'AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.
 BR1256'
 BR1256'REFERENCE MARK 9 IS A STANDARD DISK STAMPED CHESTER 3 NO 9 1977, IS
 BR1256'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET
 BR1256'FLUSH WITH THE GROUND SURFACE.  IT IS 162 FEET SOUTHWEST OF THE
 BR1256'CENTER OF THE DRIVEWAY TO FISH POND, 51.9 FEET NORTHEAST OF THE
 BR1256'CENTER OF STATE HIGHWAY 38, 2 FEET NORTHWEST OF A METAL WITNESS
 BR1256'POST AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.
 BR1256'
 BR1256'AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTER 3 1977, IS SET IN
 BR1256'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH
 BR1256'THE GROUND SURFACE.  IT IS 68.2 FEET SOUTH OF THE SOUTHEAST CORNER
 BR1256'OF A FRAME HOUSE, 56.3 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY
 BR1256'38, 6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 6 FEET
 BR1256'NORTHEAST OF A FENCE CORNER, 2.8 FEET SOUTH OF A METAL WITNESS
 BR1256'POST AND 2 FEET SOUTHEAST OF A WOODEN FENCE.
 BR1256'
 BR1256'NEAREST TOWN--MIDWAY.
 BR1256
 BR1256                          STATION RECOVERY (1983)
 BR1256
 BR1256'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1256'CHESTER 3 1977, REFERENCE MARK 8, REFERENCE MARK 9, AND THE
 BR1256'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION, EXCEPT, ON RM 8
 BR1256'THE 8 OVERSTAMPED A 7 AND ON RM 9 AN 8 WAS X-ED OUT.  THE STATION
 BR1256'AND BOTH REFERENCE MARKS ARE LOCATED UNDER A WOOD FENCE
 BR1256'SO COULD NOT BE OCCUPIED OR MEASURED ACCURATELY.  THE
 BR1256'DESCRIPTION AGREED IN PART WITH THE 1977 DESCRIPTION BY R.P.
 BR1256'KONRADY.  THE DISTANCE AND DIRECTION FROM THE CENTER OF MARTINS
 BR1256'FISH POND ROAD MEASURED ALONG THE FENCE LINE WAS FOUND TO BE
 BR1256'33.83 METERS (111 FT) NORTHWEST, AND THE DISTANCE WAS FOUND TO
 BR1256'BE 0.3 METER (1 FT) WEST FROM A METAL FENCE POST.  ONE ADDITIONAL
 BR1256'REFERENCE DISTANCE WAS PULLED 28.95 METERS (95 FT) NORTHWEST FROM
 BR1256'THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER MARTINS FISH POND
 BR1256'ROAD.  REFERENCE MARK 8 AGREED EXCEPT THE DIRECTION AND DISTANCE
 BR1256'WERE FOUND TO BE 0.3 METER (1 FT) NORTHEAST FROM A METAL WITNESS
 BR1256'POST, AND THE DIRECTION FROM MARTINS FISH POND ROAD WAS FOUND TO
 BR1256'BE NORTHWEST PULLED ALONG THE FENCELINE.  ONE ADDITIONAL REFERENCE
 BR1256'DISTANCE WAS PULLED 12.61 METERS (41.4 FT) NORTHWEST OF THE WEST
 BR1256'END OF THE PIPE UNDER MARTINS FISH POND ROAD.  REFERENCE MARK 9
 BR1256'AGREED EXCEPT THE DIRECTION AND DISTANCE WERE FOUND TO BE 0.3
 BR1256'METER (1 FT) FROM A METAL WITNESS POST, AND THE DIRECTION FROM THE
 BR1256'CENTERLINE OF MARTIN FISH POND ROAD WAS NORTHWEST MEASURED ALONG
 BR1256'THE FENCELINE.  TWO ADDITIONAL REFERENCE OBJECTS WERE PULLED
 BR1256'37.49 METERS (123 FT) EAST FROM A POWER POLE, AND 45.7 METERS
 BR1256'(150 FT) NORTHWEST FROM THE WEST END OF THE PIPE UNDER MARTINS
 BR1256'FISH POND ROAD.  THE DESCRIPTION FOR THE AZIMUTH MARK AGREED.
 BR1256'CHESTER 3 1977 WAS NOT OCCUPIED DUE TO ITS LOCATION UNDER THE
 BR1256'FENCE, SO REFERENCE MARK 10 AND AZIMUTH MARK 2 WERE ESTABLISHED.
 BR1256'A TRAVERSE CONNECTION WAS MADE FROM REFERENCE MARK 10 TO
 BR1256'CHESTER 3 AND AZIMUTH MARK 2.  A COMPLETE NEW TO REACH FOR THE
 BR1256'STATION AND COMPLETE DESCRIPTIONS OF RM 10 AND AZ MK 2 FOLLOW.
 BR1256'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI) SOUTHEAST FROM
 BR1256'MIDWAY, 6.9 KM (4.3 MI) NORTH-NORTHEAST FROM RICEBORO, AND
 BR1256'19.9 KM (12.35 MI) SOUTH-SOUTHWEST FROM RICHMOND HILL.
 BR1256'OWNERSHIP--W.J. MARTIN, ROUTE 167, MIDWAY GEORGIA, TELEPHONE
 BR1256'912-364-5844.
 BR1256'
 BR1256'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR1256'AND STATE ROUTE 38 ABOUT 5.65 KM (3.5 MI) SOUTHEAST FROM MIDWAY,
 BR1256'GO NORTHWEST ALONG STATE ROUTE 38 FOR 0.6 KM (0.4 MI) TO THE
 BR1256'JUNCTION OF A PAVED DRIVEWAY TO THE RIGHT, A SIGN MARTINS
 BR1256'FISH POND, AND THE STATION ON THE RIGHT.  THE PROPERTY OWNER
 BR1256'LIVES IN THE HOUSE NORTH ALONG THE DRIVEWAY.  CONTINUE GOING
 BR1256'NORTHWEST ALONG STATE ROUTE 38 FOR 0.5 KM (0.3 MI) TO
 BR1256'AZIMUTH MARK 1 ON THE RIGHT.  CONTINUE GOING NORTHWEST ALONG
 BR1256'STATE ROUTE 38 FOR 0.2 KM (0.1 MI) TO AZIMUTH MARK 2 ON THE
 BR1256'LEFT.
 BR1256'
 BR1256'REFERENCE MARK NUMBER 10 IS A STANDARD NGS DISK
 BR1256'STAMPED---CHESTER 3 1977 RM 10---,
 BR1256'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1256'FLUSH WITH GROUND.  IT IS LOCATED
 BR1256'24.69 METERS (81 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1256'14.48 METERS (47.5 FT) NORTHWEST FROM THE CENTERLINE OF A PAVED
 BR1256'DRIVEWAY,
 BR1256'8.7 METERS (28.5 FT) NORTHEAST FROM A WOODEN FENCE,
 BR1256'20.42 METERS (67 FT) NORTH FROM AN 18 INCH CONCRETE PIPE UNDER
 BR1256'A DRIVEWAY TO THE NORTH, AND
 BR1256'1.82 METERS (6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BR1256'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 BR1256'STAMPED---CHESTER 3 1977 RM 10 1983---,
 BR1256'SET INTO AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW
 BR1256'THE SURFACE OF THE GROUND.
 BR1256'
 BR1256'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 BR1256'STAMPED---CHESTER 3 1977 NO 2 1983---,
 BR1256'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1256'FLUSH WITH GROUND.  IT IS LOCATED
 BR1256'26.08 METERS (85.5 FT) SOUTHEAST FROM THE EAST END OF A CONCRETE
 BR1256'PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR1256'14.01 METERS (46 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1256'31.37 METERS (102.9 FT) WEST FROM THE WEST END OF A CONCRETE PIPE
 BR1256'UNDER A DRIVEWAY TO THE NORTH, AND
 BR1256'0.7 METER (2.3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR1256'THE UNDERGROUND STATION IS A STANDARD NGS AZIMUTH MARK DISK
 BR1256'STAMPED---CHESTER 3 1977 NO 2 1983---,
 BR1256'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR1256'OF THE GROUND.
 BR1256'
 BR1256'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BR1256'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1256'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1256'
 BR1256'DESCRIBED BY T.B. KNIGHT.
 BR1256
 BR1256                          STATION RECOVERY (1994)
 BR1256
 BR1256'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 BR1256'THE STATION IS LOCATED ABOUT 19.9 KM (12.35 MI) SOUTH-SOUTHWEST OF
 BR1256'RICHMOND HILL, 6.9 KM (4.30 MI) NORTH-NORTHEAST FROM RICEBORO AND 5.15
 BR1256'KM (3.20 MI) SOUTHEAST FROM MIDWAY.  OWNERSHIP--W.J. MARTIN, ROUTE
 BR1256'167, MIDWAY GEORGIA, PHONE--912-364-5844. TO REACH THE STATION FROM
 BR1256'THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 38 AT MIDWAY, GO
 BR1256'SOUTHEAST ON HIGHWAY 38 FOR 3.05 MI (4.91 KM) TO A HOUSE ON THE LEFT
 BR1256'AND AZIMUTH MARK, CONTINUE SOUTHEAST ON HIGHWAY 38 FOR 0.35 MI (0.56
 BR1256'KM) TO A DRIVEWAY ENTRANCE TO MARTIN FISH POND AND STATION ON THE
 BR1256'LEFT. THE STATION IS FLUSH WITH THE GROUND.  LOCATED 107 FT (32.6 M)
 BR1256'SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO MARTIN FISH POND, 89.7 FT
 BR1256'(27.3 M) NORTHWEST OF A POWER POLE, 52 FT (15.8 M) NORTHEAST OF THE
 BR1256'CENTER OF STATE HIGHWAY 38, 2 FT (0.6 M) NORTHWEST OF A METAL WITNESS
 BR1256'POST AND 1 FT (0.3 M) NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.
 BR1256
 BR1256                          STATION RECOVERY (2004)
 BR1256
 BR1256'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 BR1256'RECOVERED IN GOOD CONDITION.
 BR1256
 BR1256                          STATION RECOVERY (2005)
 BR1256
 BR1256'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2005
 BR1256'REPORT WAS MADE TO THE GADT FROM A PRIVATE ENGINEERING COMPANY.
 BR1256
 BR1256                          STATION RECOVERY (2006)
 BR1256
 BR1256'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 BR1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1892 ***********************************************************************
 BR1892  DESIGNATION -  CHESTER 3 AZ MK
 BR1892  PID         -  BR1892
 BR1892  STATE/COUNTY-  GA/LIBERTY
 BR1892  USGS QUAD   -  DORCHESTER (1973)
 BR1892
 BR1892                         *CURRENT SURVEY CONTROL
 BR1892  ___________________________________________________________________
 BR1892* NAD 83(1994)-  31 47 01.31762(N)    081 23 14.90286(W)     ADJUSTED  
 BR1892* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 BR1892  ___________________________________________________________________
 BR1892  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 BR1892  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 BR1892
 BR1892  HORZ ORDER  -  SECOND
 BR1892
 BR1892.The horizontal coordinates were established by classical geodetic methods
 BR1892.and adjusted by the National Geodetic Survey in September 1997..
 BR1892
 BR1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1892
 BR1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1892
 BR1892.The geoid height was determined by GEOID03.
 BR1892
 BR1892;                    North         East     Units Scale Factor Converg.
 BR1892;SPC GA E     -   197,999.086   273,794.421   MT  0.99996714   +0 24 37.6
 BR1892;SPC GA E     -   649,602.00    898,273.86   sFT  0.99996714   +0 24 37.6
 BR1892;UTM  17      - 3,516,526.142   463,315.319   MT  0.99961660   -0 12 14.7
 BR1892
 BR1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1892!SPC GA E     -   1.00000405  x   0.99996714  =   0.99997119
 BR1892!UTM  17      -   1.00000405  x   0.99961660  =   0.99962064
 BR1892
 BR1892:                Primary Azimuth Mark                     Grid Az
 BR1892:SPC GA E     -  CHESTER 3                                127 41 17.4
 BR1892:UTM  17      -  CHESTER 3                                128 18 09.7
 BR1892
 BR1892|---------------------------------------------------------------------|
 BR1892| PID    Reference Object                     Distance      Geod. Az  |
 BR1892|                                                           dddmmss.s |
 BR1892| BR1256 CHESTER 3                           440.511 METERS 1280555.0 |
 BR1892| BR1249 CHESTER 2                           440.289 METERS 1284325.2 |
 BR1892| CW4782 CHESTER 2 AZ MK                                    2885807.9 |
 BR1892|---------------------------------------------------------------------|
 BR1892
 BR1892                          SUPERSEDED SURVEY CONTROL
 BR1892
 BR1892  NAD 83(1986)-  31 47 01.32817(N)    081 23 14.91067(W) AD(       ) 2
 BR1892  NGVD 29 (10/08/91)    5.2    (m)           17.     (f) VERT ANG       
 BR1892
 BR1892.Superseded values are not recommended for survey control.
 BR1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1892.See file dsdata.txt to determine how the superseded data were derived.
 BR1892
 BR1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6331516526(NAD 83)
 BR1892_MARKER: DZ = AZIMUTH MARK DISK
 BR1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1892+STABILITY: SURFACE MOTION
 BR1892
 BR1892  HISTORY     - Date     Condition        Report By
 BR1892  HISTORY     - 1977     MONUMENTED       NGS
 BR1892  HISTORY     - 1983     GOOD             GADT
 BR1892
 BR1892                          STATION DESCRIPTION
 BR1892
 BR1892'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1892'THE STATION IS LOCATED ABOUT 4.6 KM (2.9 MI) SOUTHEAST FROM
 BR1892'MIDWAY, 6.6 KM (4.15 MI) NORTH-NORTHEAST FROM RICEBORO, AND
 BR1892'19.3 KM (12 MI) SOUTH-SOUTHWEST FROM RICHMOND HILL.
 BR1892'OWNERSHIP--STATE ROUTE RIGHT OF WAY.
 BR1892'
 BR1892'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR1892'AND STATE ROUTE 38, ABOUT 5.8 KM (3.65 MI) SOUTHEAST FROM
 BR1892'MIDWAY, GO NORTHWEST ALONG STATE ROUTE 38 FOR 0.65 KM (0.4 MI)
 BR1892'TO THE JUNCTION OF A PAVED DRIVEWAY TO THE RIGHT LEADING TO
 BR1892'MARTIN POND.  CONTINUE GOING NORTHEAST ALONG STATE ROUTE 38
 BR1892'FOR 0.5 KM (0.3 MI) TO THE STATION ON THE LEFT.
 BR1892'
 BR1892'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 BR1892'STAMPED---CHESTER 3 1977---,
 BR1892'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1892'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1892'IT IS LOCATED
 BR1892'17.16 METERS (56.3 FT) NORTHEAST FROM THE CENTERLINE OF THE
 BR1892'HIGHWAY,
 BR1892'20.79 METERS (68.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 BR1892'FRAME HOUSE,
 BR1892'1.83 METERS (6 FT) NORTHEAST FROM A FENCE CORNER, AND
 BR1892'0.85 METER (2.8 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR1892'
 BR1892'HEIGHT OF LIGHT SHOWN ABOVE THE STATION 1.5 METERS.
 BR1892'
 BR1892'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1815 ***********************************************************************
 BR1815  DESIGNATION -  CHESTER 3 AZ MK 2
 BR1815  PID         -  BR1815
 BR1815  STATE/COUNTY-  GA/LIBERTY
 BR1815  USGS QUAD   -  DORCHESTER (1973)
 BR1815
 BR1815                         *CURRENT SURVEY CONTROL
 BR1815  ___________________________________________________________________
 BR1815* NAD 83(1994)-  31 47 04.37374(N)    081 23 21.43493(W)     ADJUSTED  
 BR1815* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 BR1815  ___________________________________________________________________
 BR1815  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 BR1815  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 BR1815
 BR1815  HORZ ORDER  -  SECOND
 BR1815
 BR1815.The horizontal coordinates were established by classical geodetic methods
 BR1815.and adjusted by the National Geodetic Survey in September 1997..
 BR1815
 BR1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1815
 BR1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1815
 BR1815.The geoid height was determined by GEOID03.
 BR1815
 BR1815;                    North         East     Units Scale Factor Converg.
 BR1815;SPC GA E     -   198,091.982   273,621.903   MT  0.99996683   +0 24 34.1
 BR1815;SPC GA E     -   649,906.78    897,707.86   sFT  0.99996683   +0 24 34.1
 BR1815;UTM  17      - 3,516,620.849   463,143.867   MT  0.99961675   -0 12 18.2
 BR1815
 BR1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1815!SPC GA E     -   1.00000406  x   0.99996683  =   0.99997089
 BR1815!UTM  17      -   1.00000406  x   0.99961675  =   0.99962081
 BR1815
 BR1815                          SUPERSEDED SURVEY CONTROL
 BR1815
 BR1815  NAD 83(1986)-  31 47 04.38462(N)    081 23 21.44336(W) AD(       ) 2
 BR1815  NGVD 29 (10/08/91)    5.1    (m)           17.     (f) VERT ANG       
 BR1815
 BR1815.Superseded values are not recommended for survey control.
 BR1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1815.See file dsdata.txt to determine how the superseded data were derived.
 BR1815
 BR1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6314416621(NAD 83)
 BR1815_MARKER: DZ = AZIMUTH MARK DISK
 BR1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR1815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR1815+STABILITY: SURFACE MOTION
 BR1815
 BR1815  HISTORY     - Date     Condition        Report By
 BR1815  HISTORY     - 1983     MONUMENTED       GADT
 BR1815
 BR1815                          STATION DESCRIPTION
 BR1815
 BR1815'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR1815'THE STATION IS ABOUT 4.6 KM (2.85 MI) SOUTHEAST FROM MIDWAY,
 BR1815'6.9 KM (4.3 MI) NORTH-NORTHEAST FROM RICEBORO, AND 16.1 KM
 BR1815'(10 MI) WEST FROM SUNBURY.
 BR1815'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 BR1815'
 BR1815'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95,
 BR1815'AD U.S. HIGHWAY 82 (STATE ROUTE 38) ABOUT 5.65 KM (3.5 MI)
 BR1815'SOUTHEAST FROM MIDWAY, GO WESTERLY ALONG U.S. HIGHWAY 82 FOR 0.6
 BR1815'KM (0.4 MI) TO THE JUNCTION OF A PAVED DRIVEWAY TO THE RIGHT.
 BR1815'CONTINUE GOING WEST ALONG U.S. HIGHWAY 82 FOR 0.6 KM (0.4 MI)
 BR1815'TO THE STATION ON THE LEFT NEXT TO THE TREE LINE.
 BR1815'
 BR1815'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 BR1815'STAMPED---CHESTER 3 1977 NO 2 1983---,
 BR1815'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR1815'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR1815'IT IS LOCATED
 BR1815'26.08 METERS (85.5 FT) SOUTHEAST FROM THE EAST END OF A CONCRETE
 BR1815'PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR1815'14.01 METERS (46 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR1815'31.37 METERS (102.9 FT) WEST FROM THE WEST END OF A CONCRETE PIPE
 BR1815'UNDER A DRIVEWAY TO THE SOUTH, AND
 BR1815'0.7 METER (2.3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR1815'THE UNDERGROUND STATION IS A STANDARD NGS AZIMUTH MARK DISK
 BR1815'STAMPED---CHESTER 3 1977 NO 2 1983---,
 BR1815'SET IN AN IRREGULAR MASS OF CONCRETE 1.04 METERS BELOW THE SURFACE
 BR1815'OF THE GROUND.
 BR1815'
 BR1815'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR1815'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR1815'
 BR1815'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0964 ***********************************************************************
 BR0964  DESIGNATION -  CHESTER 3 RM 10
 BR0964  PID         -  BR0964
 BR0964  STATE/COUNTY-  GA/LIBERTY
 BR0964  USGS QUAD   -  DORCHESTER (1973)
 BR0964
 BR0964                         *CURRENT SURVEY CONTROL
 BR0964  ___________________________________________________________________
 BR0964* NAD 83(1994)-  31 46 52.44076(N)    081 23 01.09977(W)     ADJUSTED  
 BR0964* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 BR0964  ___________________________________________________________________
 BR0964  X           -     813,038.319 (meters)                     COMP
 BR0964  Y           -  -5,365,602.106 (meters)                     COMP
 BR0964  Z           -   3,339,821.366 (meters)                     COMP
 BR0964  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 BR0964  ELLIP HEIGHT-         -26.04  (meters)          (09/03/97) GPS OBS
 BR0964  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR0964
 BR0964  HORZ ORDER  -  FIRST
 BR0964  ELLP ORDER  -  FOURTH    CLASS II
 BR0964
 BR0964.The horizontal coordinates were established by GPS observations
 BR0964.and adjusted by the National Geodetic Survey in September 1997..
 BR0964
 BR0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR0964
 BR0964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BR0964
 BR0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR0964
 BR0964.The ellipsoidal height was determined by GPS observations
 BR0964.and is referenced to NAD 83.
 BR0964
 BR0964.The geoid height was determined by GEOID03.
 BR0964
 BR0964;                    North         East     Units Scale Factor Converg.
 BR0964;SPC GA E     -   197,728.295   274,159.521   MT  0.99996781   +0 24 44.7
 BR0964;SPC GA E     -   648,713.58    899,471.70   sFT  0.99996781   +0 24 44.7
 BR0964;UTM  17      - 3,516,251.547   463,677.366   MT  0.99961627   -0 12 07.4
 BR0964
 BR0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR0964!SPC GA E     -   1.00000409  x   0.99996781  =   0.99997190
 BR0964!UTM  17      -   1.00000409  x   0.99961627  =   0.99962036
 BR0964
 BR0964:                Primary Azimuth Mark                     Grid Az
 BR0964:SPC GA E     -  RICE RM 4                                195 16 14.3
 BR0964:UTM  17      -  RICE RM 4                                195 53 06.4
 BR0964
 BR0964|---------------------------------------------------------------------|
 BR0964| PID    Reference Object                     Distance      Geod. Az  |
 BR0964|                                                           dddmmss.s |
 BR0964| BR0994 RICE RM 4                           APPROX. 9.2 KM 1954059.0 |
 BR0964| BR1893 CHESTER 3 RM 8                        9.254 METERS 19827     |
 BR0964| BR1256 CHESTER 3                            16.580 METERS 27534     |
 BR0964| CW4785 CHESTER 3 RM 9                                     29151     |
 BR0964| BR1892 CHESTER 3 AZ MK                     454.576 METERS 3065835.2 |
 BR0964|---------------------------------------------------------------------|
 BR0964
 BR0964                          SUPERSEDED SURVEY CONTROL
 BR0964
 BR0964  NAD 83(1986)-  31 46 52.45156(N)    081 23 01.10829(W) AD(       ) 1
 BR0964  NGVD 29 (10/08/91)    4.9    (m)           16.     (f) GPS OBS        
 BR0964
 BR0964.Superseded values are not recommended for survey control.
 BR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0964.See file dsdata.txt to determine how the superseded data were derived.
 BR0964
 BR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6367716252(NAD 83)
 BR0964_MARKER: DR = REFERENCE MARK DISK
 BR0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BR0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0964+STABILITY: SURFACE MOTION
 BR0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BR0964+SATELLITE: SATELLITE OBSERVATIONS - 1985
 BR0964
 BR0964  HISTORY     - Date     Condition        Report By
 BR0964  HISTORY     - 1983     MONUMENTED       GADT
 BR0964  HISTORY     - 1985     GOOD             GADT
 BR0964
 BR0964                          STATION DESCRIPTION
 BR0964
 BR0964'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 BR0964'THE STATION IS ABOUT 5.3 KM (3.2 MI) SOUTHEAST FROM MIDWAY,
 BR0964'6.8 KM (4.25 MI) NORTH-NORTHEAST FROM RICEBORO, AND 9.7 KM
 BR0964'(6 MI) WEST FROM SUNBURY.
 BR0964'OWNERSHIP--W.J. MARTIN, ROUTE 167, MIDWAY, GEORGIA.  TELEPHONE
 BR0964'912-364-5844.
 BR0964'
 BR0964'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 BR0964'AND U.S. HIGHWAY 82 (STATE ROUTE 38) ABOUT 5.65 KM (3.5 MI)
 BR0964'SOUTHEAST FROM MIDWAY, GO WESTERLY ALONG U.S. HIGHWAY 82 FOR 0.65
 BR0964'KM (0.4 MI) TO THE JUNCTION OF A PAVED DRIVEWAY TO THE RIGHT, A
 BR0964'SIGN MARTINS PONDS AND THE STATION ON THE LEFT.  MR MARTIN
 BR0964'LIVES IN THE HOUSE 0.65 KM (0.4 MI) NORTH ALONG THE DRIVEWAY.
 BR0964'
 BR0964'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 BR0964'STAMPED---CHESTER 3 1977 RM 10 1983---,
 BR0964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0964'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0964'IT IS LOCATED
 BR0964'24.69 METERS (81 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0964'14.48 METERS (47.5 FT) NORTHWEST FROM THE CENTERLINE OF THE PAVED
 BR0964'DRIVEWAY,
 BR0964'8.7 METERS (28.5 FT) NORTHEAST FROM A WOODEN FENCE,
 BR0964'20.42 METERS (67 FT) NORTH FROM AN 18 INCH CONCRETE PIPE UNDER A
 BR0964'DRIVEWAY TO THE NORTH, AND
 BR0964'1.83 METERS (6 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 BR0964'THE UNDERGROUND STATION IS A STANDARD NGS REFERENCE MARK DISK
 BR0964'STAMPED---CHESTER 3 1977 RM 10 1983---,
 BR0964'SET IN AN IRREGULAR MASS OF CONCRETE 1.04 METERS BELOW THE SURFACE
 BR0964'OF THE GROUND.
 BR0964'
 BR0964'CHESTER 3 1977 IS A STANDARD NGS TRIANGULATION STATION DISK
 BR0964'STAMPED---CHESTER 3 1977---,
 BR0964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0964'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0964'IT IS LOCATED
 BR0964'15.85 METERS (52 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0964'33.83 METERS (111 FT) NORTHWEST FROM THE CENTERLINE OF MARTINS
 BR0964'FISH POND ROAD MEASURED ALONG THE FENCELINE, AND
 BR0964'0.3 METER (1 FT) WEST FROM A METAL WITNESS POST.
 BR0964'THE UNDERGROUND MARK IS A STANDARD NGS TRIANGULATION STATION DISK
 BR0964'STAMPED---CHESTER 3 1977---,
 BR0964'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 BR0964'OF THE GROUND.
 BR0964'
 BR0964'CHESTER 3 1977 RM 8 IS A STANDARD NGS REFERENCE MARK DISK
 BR0964'STAMPED---CHESTER 3 1977 NO 8---,
 BR0964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0964'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0964'IT IS LOCATED
 BR0964'15.85 METERS (52 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0964'14.94 METERS (49 FT) NORTHWEST FROM THE CENTERLINE OF MARTINS
 BR0964'FISH POND ROAD MEASURED ALONG THE DRIVEWAY, AND
 BR0964'0.33 METER (1 FT) NORTHEAST FROM A METAL WITNESS POST.
 BR0964'
 BR0964'CHESTER 3 1977 RM 9 IS A STANDARD NGS REFERENCE MARK DISK
 BR0964'STAMPED---CHESTER 3 1977 NO 9---,
 BR0964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0964'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0964'IT IS LOCATED
 BR0964'49.38 METERS (162 FT) NORTHWEST FROM THE CENTERLINE OF MARTINS
 BR0964'FISH POND ROAD MEASURED ALONG THE FENCELINE,
 BR0964'15.85 METERS (52 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0964'34.79 METERS (123 FT) EAST FROM A POWER POLE, AND
 BR0964'0.33 METER (1 FT) EAST FROM A METAL WITNESS POST.
 BR0964'
 BR0964'CHESTER 3 1977 AZ MK IS A STANDARD NGS AZIMUTH MARK DISK
 BR0964'STAMPED---CHESTER 3 1977---,
 BR0964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0964'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0964'IT IS LOCATED
 BR0964'17.16 METERS (56.3 FT) NORTHEAST FROM THE CENTERLINE OF THE
 BR0964'HIGHWAY,
 BR0964'20.79 METERS (68.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 BR0964'FRAME HOUSE,
 BR0964'1.83 METERS (6 FT) NORTHEAST FROM A FENCE CORNER, AND
 BR0964'0.85 METER (2.8 FT) SOUTHEAST FROM A METAL WITNESS POST.
 BR0964'
 BR0964'TO REACH CHESTER 3 1977 AZ MK FROM THE STATION PROCEED GOING
 BR0964'NORTHWEST ALONG STATE ROUTE 38 FOR 0.5 KM (0.3 MI) TO THE
 BR0964'MARK ON THE RIGHT.
 BR0964'
 BR0964'CHESTER 3 1977 AZ MK 2 IS A STANDARD NGS AZIMUTH MARK DISK
 BR0964'STAMPED---CHESTER 3 1977 NO 2 1983---,
 BR0964'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 BR0964'AND FLUSH WITH THE SURFACE OF THE GROUND.
 BR0964'IT IS LOCATED
 BR0964'26.08 METERS (85.5 FT) SOUTHEAST FROM THE EAST END OF A CONCRETE
 BR0964'PIPE UNDER A DRIVEWAY TO THE SOUTH,
 BR0964'14.01 METERS (46 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 BR0964'31.37 METERS (102.9 FT) WEST FROM THE WEST END OF A CONCRETE PIPE
 BR0964'UNDER A DRIVEWAY TO THE NORTH, AND
 BR0964'0.7 METER (2.3 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BR0964'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 BR0964'STAMPED---CHESTER 3 1977 NO 2 1983---,
 BR0964'SET IN AN IRREGULAR MASS OF CONCRETE 1.04 METERS BELOW THE SURFACE
 BR0964'OF THE GROUND.
 BR0964'TO REACH CHESTER 3 1977 AZ MK 2 FROM THE STATION PROCEED GOING WEST
 BR0964'ALONG STATE ROUTE 38 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH MARK NO 2
 BR0964'ON THE LEFT NEXT TO THE TREE LINE.
 BR0964'
 BR0964'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 38.4 METERS.
 BR0964'
 BR0964'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP LIBERTY
 BR0964'COUNTY GEORGIA 1975.  REVISED AUGUST 1976.
 BR0964'
 BR0964'DESCRIBED BY T.B. KNIGHT.
 BR0964
 BR0964                          STATION RECOVERY (1985)
 BR0964
 BR0964'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1985 (WRN)
 BR0964'THE STATION WAS RECOVERED AT THIS DATE.
 BR0964'THE STATION, CHESTER 1977, REFERENCE MARKS 8 AND 9, AND THE AZIMUTH
 BR0964'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED IN 1983.
 BR0964'THE STATION WAS OCCUPIED BY THE GLOBAL POSITIONING SYSTEM FOR
 BR0964'CONTROL OF PROJECT VICINITY OF GLENNVILLE GEORGIA AREA.
 BR0964'DESCRIBED BY W. R. NEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1252 ***********************************************************************
 BR1252  DESIGNATION -  CHESTER RESET
 BR1252  PID         -  BR1252
 BR1252  STATE/COUNTY-  GA/LIBERTY
 BR1252  USGS QUAD   -  DORCHESTER (1973)
 BR1252
 BR1252                         *CURRENT SURVEY CONTROL
 BR1252  ___________________________________________________________________
 BR1252* NAD 83(1994)-  31 46 40.74422(N)    081 22 45.81219(W)     ADJUSTED  
 BR1252* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 BR1252  ___________________________________________________________________
 BR1252  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BR1252  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR1252
 BR1252  HORZ ORDER  -  FIRST
 BR1252
 BR1252.The horizontal coordinates were established by classical geodetic methods
 BR1252.and adjusted by the National Geodetic Survey in September 1997..
 BR1252
 BR1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1252
 BR1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1252
 BR1252.The geoid height was determined by GEOID03.
 BR1252
 BR1252;                    North         East     Units Scale Factor Converg.
 BR1252;SPC GA E     -   197,370.955   274,564.324   MT  0.99996855   +0 24 52.6
 BR1252;SPC GA E     -   647,541.21    900,799.79   sFT  0.99996855   +0 24 52.6
 BR1252;UTM  17      - 3,515,890.014   464,078.173   MT  0.99961591   -0 11 59.3
 BR1252
 BR1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1252!SPC GA E     -   1.00000377  x   0.99996855  =   0.99997232
 BR1252!UTM  17      -   1.00000377  x   0.99961591  =   0.99961968
 BR1252
 BR1252|---------------------------------------------------------------------|
 BR1252| PID    Reference Object                     Distance      Geod. Az  |
 BR1252|                                                           dddmmss.s |
 BR1252| CW4781 CHESTER RM 5                         33.473 METERS 04858     |
 BR1252| CW4778 CHESTER RM 1 AZIMUTH                               1004647.2 |
 BR1252| CW4777 CHESTER AZ MK                                      1012337.6 |
 BR1252| CW4779 CHESTER RM 2                         33.818 METERS 21351     |
 BR1252| BR1251 CHESTER RM 4                         11.895 METERS 27505     |
 BR1252| BR1250 CHESTER RM A                         42.715 METERS 27625     |
 BR1252| CW4782 CHESTER 2 AZ MK                                    3091425.0 |
 BR1252| BR1249 CHESTER 2                           APPROX. 0.6 KM 3102013.6 |
 BR1252| CW4780 CHESTER RM 3                         44.181 METERS 31631     |
 BR1252|---------------------------------------------------------------------|
 BR1252
 BR1252                          SUPERSEDED SURVEY CONTROL
 BR1252
 BR1252  NAD 83(1986)-  31 46 40.75732(N)    081 22 45.81884(W) AD(       ) 1
 BR1252  NAD 27      -  31 46 39.98030(N)    081 22 46.43100(W) AD(       ) 1
 BR1252  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG       
 BR1252
 BR1252.Superseded values are not recommended for survey control.
 BR1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1252.See file dsdata.txt to determine how the superseded data were derived.
 BR1252
 BR1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6407815890(NAD 83)
 BR1252_MARKER: DS = TRIANGULATION STATION DISK
 BR1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1252
 BR1252  HISTORY     - Date     Condition        Report By
 BR1252  HISTORY     - 1963     MONUMENTED       CGS
 BR1252  HISTORY     - 1935     GOOD             CGS
 BR1252  HISTORY     - 1952     GOOD             CGS
 BR1252  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BR1252  HISTORY     - 1970     GOOD             NGS
 BR1252
 BR1252                          STATION DESCRIPTION
 BR1252
 BR1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BR1252'ABOUT 4-1/2 MILES NORTHEAST OF RICEBORO, 2 MILES SOUTHEAST OF
 BR1252'SEABOARD AIR LINE RAILWAY STATION AT DORCHESTER, AT NORTHWEST ANGLE
 BR1252'OF OBLIQUE CROSSROADS, ABOUT 250 FEET WEST-NORTHWEST OF CROSSROADS,
 BR1252'161 FEET EAST OF NORTHEAST CORNER OF COLORED SCHOOL (KNOWN AS MOSE
 BR1252'SCHOOL), 80.9 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD AND 44.0
 BR1252'FEET SOUTH-SOUTHWEST OF NORTHWEST-SOUTHEAST ROAD.  TO REACH FROM
 BR1252'MIDWAY CHURCH ON U.S. HIGHWAY 17 GO EAST ON DIRT ROAD FOR 3.7 MILES
 BR1252'TO SCHOOLHOUSE AND STATION.  TO REACH FROM RAILROAD CROSSING AT
 BR1252'OVERHEAD BRIDGE AT RICEBORO, GO 5.3 MILES NORTH ON STATE HIGHWAY 17
 BR1252'TO MIDWAY CHURCH.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 BR1252'IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 BR1252'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 BR1252'MARK NO. 1 (AZIMUTH MARK) PROJECTS 4 INCHES, IS ON DIKE ON SOUTH
 BR1252'SIDE OF TELEPHONE RIGHT-OF-WAY, 15 FEET NORTH OF CENTER LINE OF
 BR1252'ROAD, AND 0.20 MILE EAST OF STATION S 79 DEG 13 MIN E.
 BR1252'NO. 2 PROJECTS 6 INCHES, IS 7 PACES SOUTH OF EAST-WEST ROAD
 BR1252'AND 110.91 FEET SOUTHWEST OF STATION.
 BR1252'NO. 3 PROJECTS 6 INCHES, IS 59.2 FEET NORTH OF NORTHEAST CORNER OF
 BR1252'SCHOOL, 25 FEET SOUTH OF CENTER OF ROAD AND 144.95 FEET NORTHWEST
 BR1252'OF STATION N 43 DEG 29 MIN W.
 BR1252
 BR1252                          STATION RECOVERY (1952)
 BR1252
 BR1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PT)
 BR1252'STATION AND REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION.
 BR1252'REFERENCE MARKS NUMBERS 1 AND 3 WERE NOT RECOVERED.  THE ORIGINAL
 BR1252'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS AND
 BR1252'CORRECTIONS--
 BR1252'
 BR1252'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 17 AND GEORGIA
 BR1252'STATE HIGHWAY NO. 38, TRAVEL EAST ALONG STATE HIGHWAY 38 FOR 3.5
 BR1252'MILES TO INTERSECTION OF DIRT ROAD SOUTH AND STATION SITE.  STATION
 BR1252'IS LOCATED 200.0 FEET SOUTHWEST OF THE SOUTH POINT OF GRASS IN
 BR1252'TRIANGLE AT ROAD INTERSECTION, 223.9 FEET SOUTHEAST OF THE R.E.A.
 BR1252'TELEPHONE POLE NO. B-14, 88.0 FEET EAST OF THE NORTHEAST CORNER OF
 BR1252'THE ABANDONED MOSE SCHOOL BUILDING AND 59.2 FEET SOUTHWEST OF
 BR1252'CENTERLINE OF STATE HIGHWAY NO. 38.  STATION IS MARKED BY A
 BR1252'STANDARD DISK STAMPED CHESTER 1932, SET IN THE TOP OF A 12 IN X 12
 BR1252'IN CONCRETE MONUMENT, AND PROJECTING 3 INCHES.
 BR1252
 BR1252                          STATION RECOVERY (1963)
 BR1252
 BR1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKT)
 BR1252'STATION MARK AND REFERENCE MARK NUMBER 2 WERE LOCATED. REFERENCE MARK
 BR1252'NUMBER 2 IS IN GOOD CONDITION.
 BR1252'
 BR1252'STATION SURFACE MARK HAD BEEN HIT BY MACHINERY AND WAS LEANING
 BR1252'SLIGHTLY.
 BR1252'
 BR1252'A NEW STATION SURFACE MARK WAS SET, USING THE SUB-SURFACE DISK AS
 BR1252'THE CENTER POINT.
 BR1252'
 BR1252'AN AZIMUTH MARK, REFERENCE MARKS 4 AND 5 HAVE BEEN ESTABLISHED.
 BR1252'
 BR1252'A STEEL TOWER COULD NOT BE ERECTED OVER THE STATION MARK BECAUSE
 BR1252'THE MARK TOO CLOSE BENEATH A POWERLINE, THEREFORE THE TOWER WAS
 BR1252'ERECTED OVER REFERENCE MARK NUMBER 4.
 BR1252'
 BR1252'TRAVERSE CONNECTIONS WERE MADE TO REFERENCE MARK NUMBER 4 AND
 BR1252'STATION CHESTER RM A.
 BR1252'
 BR1252'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 BR1252'ROUTE 38, IN THE SMALL TOWN OF MIDWAY.  GO EASTERLY ON HIGHWAY 38
 BR1252'FOR 1.75 MILES TO A RAILROAD TRACK.  CROSS THE TRACK AND CONTINUE
 BR1252'EASTERLY, ON HIGHWAY 38 FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 BR1252'CONTINUE EAST, ON HIGHWAY 38 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 BR1252'RIGHT SIDE OF HIGHWAY.
 BR1252'
 BR1252'STATION MARK IS A STANDARD DISK, STAMPED CHESTER 1932 1963, SET IN
 BR1252'THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF
 BR1252'THE GROUND.  IT IS 64 FEET SOUTH OF THE CENTER OF HIGHWAY 38, 42.5
 BR1252'FEET NORTHEAST OF WITNESS POST, 87.9 FEET EAST-NORTHEAST OF THE
 BR1252'NORTHEAST CORNER OF AN OLD BUILDING AND 200 FEET WEST OF THE
 BR1252'JUNCTION OF HIGHWAY 38 AND A SAND ROAD.
 BR1252'
 BR1252'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHESTER NO 2
 BR1252'1932, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING
 BR1252'ABOUT 5 INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF A SAND ROAD
 BR1252'AND 11 FEET SOUTHEAST OF A LARGE TRIANGULAR BLAZED TREE.
 BR1252'
 BR1252'REFERENCE MARK NUMBER 5 IS A STANDARD DISK, STAMPED CHESTER NO 5
 BR1252'1932 1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING
 BR1252'ABOUT 5 INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF HIGHWAY 38 AND
 BR1252'6.6 FEET EAST OF A TELEPHONE LINE POLE WITH A GUY ANCHOR LINE
 BR1252'ATTACHED.  ON HIGHWAY RIGHT-OF-WAY.
 BR1252'
 BR1252'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHESTER 1932 1963, SET IN
 BR1252'THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING ABOUT 5 INCHES.
 BR1252'IT IS 51 FEET SOUTH OF THE CENTER OF HIGHWAY 38, 2.6 FEET NORTHEAST
 BR1252'OF A ROUND WOOD WITNESS POST, 9 FEET NORTH OF THE NORTH EDGE OF
 BR1252'WOODS AND 63.8 FEET EAST-SOUTHEAST OF A POWERLINE POLE.
 BR1252'
 BR1252'REFERENCE MARK NUMBER 4 AND CHESTER RM A WERE TYPED ON SEPARATE
 BR1252'DESCRIPTION CARDS.
 BR1252'
 BR1252'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BR1252
 BR1252                          STATION RECOVERY (1970)
 BR1252
 BR1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BR1252'STATION RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE MARK
 BR1252'NO. 5 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 5 APPEARS TO
 BR1252'BE DISTURBED SLIGHTLY BY MOWER OPERATIONS.  STATION AND ALL REFERENCE
 BR1252'MARKS ARE IN DANGER OF BEING DESTROYED IN THE NEAR FUTURE BY THE
 BR1252'CONSTRUCTION OF AN INTERCHANGE OF INTER-STATE HIGHWAY 95, SO
 BR1252'CHESTER 2 WAS ESTABLISHED.  ALL MARKS WERE LEFT AS THEY WERE FOUND,
 BR1252'BUT WILL BE DESTROYED AT A LATER DATE.
 BR1252'
 BR1252'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS AND A
 BR1252'DIFFERENCE OF 0.025 METERS WAS FOUND IN THE DISTANCE TO REFERENCE
 BR1252'MARK NO. 5.
 BR1252'
 BR1252'THE 1963 DESCRIPTION IS ADEQUATE FOR RECOVERY, EXCEPT THE OLD
 BR1252'BUILDING NEAR THE STATION HAS BEEN TORN DOWN.
 BR1252'
 BR1252'FOR DETAILED DESCRIPTION, SEE DESCRIPTION FOR CHESTER 2.
 BR1252'
 BR1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SE
 BR1252'OF MIDWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1251 ***********************************************************************
 BR1251  DESIGNATION -  CHESTER RM 4
 BR1251  PID         -  BR1251
 BR1251  STATE/COUNTY-  GA/LIBERTY
 BR1251  USGS QUAD   -  DORCHESTER (1973)
 BR1251
 BR1251                         *CURRENT SURVEY CONTROL
 BR1251  ___________________________________________________________________
 BR1251* NAD 83(1994)-  31 46 40.77843(N)    081 22 46.26250(W)     ADJUSTED  
 BR1251* NAVD 88     -         6.6    (meters)      22.     (feet)  VERTCON   
 BR1251  ___________________________________________________________________
 BR1251  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BR1251  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR1251
 BR1251  HORZ ORDER  -  FIRST
 BR1251
 BR1251.The horizontal coordinates were established by classical geodetic methods
 BR1251.and adjusted by the National Geodetic Survey in September 1997..
 BR1251
 BR1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1251
 BR1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1251
 BR1251.The geoid height was determined by GEOID03.
 BR1251
 BR1251;                    North         East     Units Scale Factor Converg.
 BR1251;SPC GA E     -   197,371.923   274,552.469   MT  0.99996853   +0 24 52.4
 BR1251;SPC GA E     -   647,544.38    900,760.89   sFT  0.99996853   +0 24 52.4
 BR1251;UTM  17      - 3,515,891.109   464,066.333   MT  0.99961592   -0 11 59.5
 BR1251
 BR1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1251!SPC GA E     -   1.00000379  x   0.99996853  =   0.99997232
 BR1251!UTM  17      -   1.00000379  x   0.99961592  =   0.99961970
 BR1251
 BR1251|---------------------------------------------------------------------|
 BR1251| PID    Reference Object                     Distance      Geod. Az  |
 BR1251|                                                           dddmmss.s |
 BR1251| CW4781 CHESTER RM 5                         42.584 METERS 06035     |
 BR1251| BR1252 CHESTER RESET                        11.895 METERS 09505     |
 BR1251| CW4777 CHESTER AZ MK                                      1011527.0 |
 BR1251| CW4779 CHESTER RM 2                         29.953 METERS 19326     |
 BR1251| BR1250 CHESTER RM A                         30.824 METERS 27656     |
 BR1251| CW4782 CHESTER 2 AZ MK                                    3093731.5 |
 BR1251| BR1249 CHESTER 2                           APPROX. 0.5 KM 3110337.7 |
 BR1251|---------------------------------------------------------------------|
 BR1251
 BR1251                          SUPERSEDED SURVEY CONTROL
 BR1251
 BR1251  NAD 83(1986)-  31 46 40.79156(N)    081 22 46.26948(W) AD(       ) 1
 BR1251  NAD 27      -  31 46 40.01450(N)    081 22 46.88130(W) AD(       ) 1
 BR1251  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 BR1251
 BR1251.Superseded values are not recommended for survey control.
 BR1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1251.See file dsdata.txt to determine how the superseded data were derived.
 BR1251
 BR1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6406615891(NAD 83)
 BR1251_MARKER: DR = REFERENCE MARK DISK
 BR1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BR1251
 BR1251  HISTORY     - Date     Condition        Report By
 BR1251  HISTORY     - 1963     MONUMENTED       CGS
 BR1251  HISTORY     - 1970     GOOD             NGS
 BR1251
 BR1251                          STATION DESCRIPTION
 BR1251
 BR1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 BR1251'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF RICEBORO AND 4
 BR1251'MILES SOUTHEAST OF MIDWAY IN A WOODED AREA ON THE SOUTH SIDE OF STATE
 BR1251'HIGHWAY 38.
 BR1251'
 BR1251'STATION IS REACHED FROM THE JUNCTION OF U.S. ROUTE 17 AND STATE
 BR1251'HIGHWAY 38 IN THE TOWN OF MIDWAY.  GO SOUTHEAST ON HIGHWAY 38 FOR
 BR1251'1.75 MILES TO A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD FOR 2.0
 BR1251'MILES TO STATION ON THE RIGHT, SOUTH SIDE OF HIGHWAY.  CONTINUE
 BR1251'SOUTHEAST AND EAST ON HIGHWAY 38 FOR 0.35 MILE TO AZIMUTH MARK ON
 BR1251'RIGHT, SOUTH SIDE OF HIGHWAY.
 BR1251'
 BR1251'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CHESTER RM
 BR1251'4 1932 1963, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 BR1251'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH OF THE
 BR1251'CENTERLINE OF STATE HIGHWAY 38, 4.8 FEET SOUTHEAST OF A WOOD
 BR1251'WITNESS POST WITH SIGN ATTACHED, 240 FEET WEST OF CENTER OF
 BR1251'JUNCTION OF HIGHWAY 38 AND SAND ROAD, 77 FEET NORTH OF CENTER OF A
 BR1251'SAND ROAD AND 49.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 BR1251'OLD WOOD BUILDING.
 BR1251'
 BR1251'CHESTER 1932 IS A STANDARD STATION MARK DISK, STAMPED CHESTER 1932
 BR1251'1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 BR1251'SURFACE OF THE GROUND.  IT IS 64 FEET SOUTH OF THE CENTER OF HIGHWAY
 BR1251'38, 42.5 FEET NORTHEAST OF THE WITNESS POST, 87.9 FEET
 BR1251'EAST-NORTHEAST OF THE OLD WOOD BUILDING AND 200 FEET WEST OF THE
 BR1251'JUNCTION OF HIGHWAY 38 AND SAND ROAD.
 BR1251'
 BR1251'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BR1251'CHESTER NO 2 1932, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 BR1251'PROJECTING ABOUT 5 INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF A
 BR1251'SAND ROAD AND 11 FEET SOUTHEAST OF A LARGE TRIANGLE BLAZED TREE.
 BR1251'
 BR1251'REFERENCE MARK NUMBER 5 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BR1251'CHESTER NO 5 1932 1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 BR1251'PROJECTING ABOUT 5 INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF
 BR1251'HIGHWAY 38, AND 6.6 FEET EAST OF A TELEPHONE POLE WITH A GUY ANCHOR
 BR1251'LINE ATTACHED.  MARK IS ON HIGHWAY RIGHT-OF-WAY.
 BR1251'
 BR1251'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CHESTER 1932
 BR1251'1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING ABOUT
 BR1251'5 INCHES.  IT IS 51 FEET SOUTH OF THE CENTER OF HIGHWAY 38, 63.8
 BR1251'FEET EAST-SOUTHEAST OF A POWERLINE POLE, 2.6 FEET NORTHWEST OF A WOOD
 BR1251'WITNESS POST WITH SIGN ATTACHED AND 9 FEET NORTH OF THE NORTH EDGE OF
 BR1251'WOODS.
 BR1251'
 BR1251'TRAVERSE CONNECTIONS WERE MADE TO CHESTER 1932 AND CHESTER R.M. A.
 BR1251'
 BR1251'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BR1251
 BR1251                          STATION RECOVERY (1970)
 BR1251
 BR1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BR1251'STATION RECOVERED AS DESCRIBED IN 1963 DESCRIPTION AND ALL MARKS
 BR1251'EXCEPT REFERENCE MARK NO. 5 WERE FOUND IN GOOD CONDITION.
 BR1251'REFERENCE MARK NO. 5 APPEARS TO BE DISTURBED SLIGHTLY BY MOWING
 BR1251'OPERATIONS BUT IS SOLID IN THE GROUND.  A CHECK WAS MADE OF THE
 BR1251'DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.
 BR1251'
 BR1251'THE 1963 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BR1251'
 BR1251'CONSTRUCTION OF AN INTERCHANGE OF INTER-STATE 95 IS TO BEGIN IN THE
 BR1251'NEAR FUTURE SO A COMPLETE NEW STATION, CHESTER 2 WAS ESTABLISHED
 BR1251'AND CHESTER R.M. 4 WILL BE DESTROYED AT A LATER DATE.
 BR1251'
 BR1251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SE
 BR1251'OF MIDWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1250 ***********************************************************************
 BR1250  DESIGNATION -  CHESTER RM A
 BR1250  PID         -  BR1250
 BR1250  STATE/COUNTY-  GA/LIBERTY
 BR1250  USGS QUAD   -  DORCHESTER (1973)
 BR1250
 BR1250                         *CURRENT SURVEY CONTROL
 BR1250  ___________________________________________________________________
 BR1250* NAD 83(1994)-  31 46 40.89921(N)    081 22 47.42547(W)     ADJUSTED  
 BR1250* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 BR1250  ___________________________________________________________________
 BR1250  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BR1250  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 BR1250
 BR1250  HORZ ORDER  -  FIRST
 BR1250
 BR1250.The horizontal coordinates were established by classical geodetic methods
 BR1250.and adjusted by the National Geodetic Survey in September 1997..
 BR1250
 BR1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BR1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BR1250
 BR1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1250
 BR1250.The geoid height was determined by GEOID03.
 BR1250
 BR1250;                    North         East     Units Scale Factor Converg.
 BR1250;SPC GA E     -   197,375.422   274,521.845   MT  0.99996847   +0 24 51.8
 BR1250;SPC GA E     -   647,555.86    900,660.42   sFT  0.99996847   +0 24 51.8
 BR1250;UTM  17      - 3,515,894.934   464,035.759   MT  0.99961595   -0 12 00.1
 BR1250
 BR1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1250!SPC GA E     -   1.00000374  x   0.99996847  =   0.99997221
 BR1250!UTM  17      -   1.00000374  x   0.99961595  =   0.99961969
 BR1250
 BR1250:                Primary Azimuth Mark                     Grid Az
 BR1250:SPC GA E     -  OGEECHEE S BASE 2 RESET                  012 23 38.1
 BR1250:UTM  17      -  OGEECHEE S BASE 2 RESET                  013 00 30.0
 BR1250
 BR1250|---------------------------------------------------------------------|
 BR1250| PID    Reference Object                     Distance      Geod. Az  |
 BR1250|                                                           dddmmss.s |
 BR1250| BR1841 OGEECHEE S BASE 2 RESET             APPROX.11.7 KM 0124829.9 |
 BR1250| BR1251 CHESTER RM 4                         30.824 METERS 09656     |
 BR1250|---------------------------------------------------------------------|
 BR1250
 BR1250                          SUPERSEDED SURVEY CONTROL
 BR1250
 BR1250  NAD 83(1986)-  31 46 40.91235(N)    081 22 47.43247(W) AD(       ) 1
 BR1250  NAD 27      -  31 46 40.13530(N)    081 22 48.04420(W) AD(       ) 1
 BR1250  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG       
 BR1250
 BR1250.Superseded values are not recommended for survey control.
 BR1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1250.See file dsdata.txt to determine how the superseded data were derived.
 BR1250
 BR1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR6403615895(NAD 83)
 BR1250_MARKER: DS = TRIANGULATION STATION DISK
 BR1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR1250
 BR1250  HISTORY     - Date     Condition        Report By
 BR1250  HISTORY     - 1963     MONUMENTED       CGS
 BR1250  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BR1250
 BR1250                          STATION DESCRIPTION
 BR1250
 BR1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 BR1250'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE APPROXIMATE
 BR1250'LOCATION OF TRIANGULATION STATION CHESTER R M 4.
 BR1250'
 BR1250'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 BR1250'CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED CHESTER 1963
 BR1250'R.M. A. STATION IS ABOUT 350 FEET WEST OF THE INTERSECTION OF STATE
 BR1250'HIGHWAY 38 AND A SAND ROAD LEADING SOUTH AND ANOTHER SAND ROAD
 BR1250'LEADING WESTERLY.  IT IS 123 FEET SOUTHWEST OF THE CENTER OF STATE
 BR1250'HIGHWAY 38, 75 FEET NORTH OF A SAND ROAD, 41.5 FEET WEST OF THE
 BR1250'NORTHWEST CORNER OF A SMALL UNPAINTED BUILDING AND 32.5 FEET WEST
 BR1250'OF A 24-INCH HICKORY TREE.
 BR1250'
 BR1250'A TRAVERSE CONNECTION WAS MADE TO CHESTER R.M. 4 AND CHESTER
 BR1250'1932-1963.
 BR1250
 BR1250                          STATION RECOVERY (1970)
 BR1250
 BR1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BR1250'STATION WAS RECOVERED IN GOOD CONDITION, BUT IS IN DANGER OF BEING
 BR1250'DESTROYED BY HIGHWAY IMPROVEMENTS.  DUE TO HEAVY TIMBER AND UNDER
 BR1250'GROWTH, A TIE COULD NOT BE MADE TO CHESTER 2 AT THIS TIME, HOWEVER
 BR1250'IT WILL BE POSSIBLE TO MAKE A TIE IF OR WHEN THE TIMBER IS CLEARED,
 BR1250'SO THE MARK WAS LEFT AS IT WAS FOUND.
 BR1250'
 BR1250'AIRLINE DISTANCE AND DIRECTIONS FROM NEAREST TOWN--4 MILES SE OF
 BR1250'MIDWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2408 ***********************************************************************
 DF2408  DESIGNATION -  CHESTNUT
 DF2408  PID         -  DF2408
 DF2408  STATE/COUNTY-  GA/MORGAN
 DF2408  USGS QUAD   -  ROCK EAGLE LAKE (1972)
 DF2408
 DF2408                         *CURRENT SURVEY CONTROL
 DF2408  ___________________________________________________________________
 DF2408* NAD 83(1994)-  33 28 19.87646(N)    083 23 24.77602(W)     ADJUSTED  
 DF2408* NAVD 88     -       200.2    (meters)     657.     (feet)  VERTCON   
 DF2408  ___________________________________________________________________
 DF2408  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DF2408  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DF2408
 DF2408  HORZ ORDER  -  FIRST
 DF2408
 DF2408.The horizontal coordinates were established by classical geodetic methods
 DF2408.and adjusted by the National Geodetic Survey in September 1997..
 DF2408
 DF2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2408
 DF2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2408
 DF2408.The geoid height was determined by GEOID03.
 DF2408
 DF2408;                    North         East     Units Scale Factor Converg.
 DF2408;SPC GA W     -   385,235.578   772,166.531   MT  0.99996419   +0 25 41.7
 DF2408;SPC GA W     - 1,263,893.73  2,533,349.69   sFT  0.99996419   +0 25 41.7
 DF2408;UTM  17      - 3,706,191.842   277,887.530   MT  1.00020826   -1 19 07.8
 DF2408
 DF2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2408!SPC GA W     -   0.99997296  x   0.99996419  =   0.99993715
 DF2408!UTM  17      -   0.99997296  x   1.00020826  =   1.00018121
 DF2408
 DF2408:                Primary Azimuth Mark                     Grid Az
 DF2408:SPC GA W     -  FERRELL                                  004 02 57.2
 DF2408:UTM  17      -  FERRELL                                  005 47 46.7
 DF2408
 DF2408|---------------------------------------------------------------------|
 DF2408| PID    Reference Object                     Distance      Geod. Az  |
 DF2408|                                                           dddmmss.s |
 DF2408| DF2135 FERRELL                             APPROX.11.9 KM 0042838.9 |
 DF2408| DF2074 GREENSBORO STANDPIPE                APPROX.22.5 KM 0593057.0 |
 DF2408| DF3375 CHESTNUT RM 1                        25.568 METERS 12918     |
 DF2408| DF2399 EATONTON BLACK STANDPIPE            APPROX.15.5 KM 1791014.2 |
 DF2408| DF2398 EATONTON COURTHOUSE FINIAL          APPROX.16.2 KM 1793327.1 |
 DF2408| DF2409 ROCK EAGLE LAKE GA 4 H TANK         APPROX. 5.4 KM 1860511.7 |
 DF2408| DF3374 CHESTNUT AZ MK                                     1962742.9 |
 DF2408| DF3376 CHESTNUT RM 2                        26.914 METERS 24844     |
 DF2408| DF2126 MADISON S COTTON OIL RED TANK       APPROX.15.7 KM 3260927.2 |
 DF2408| DF2127 MADISON CTHSE FINIAL                APPROX.15.4 KM 3324146.7 |
 DF2408|---------------------------------------------------------------------|
 DF2408
 DF2408                          SUPERSEDED SURVEY CONTROL
 DF2408
 DF2408  NAD 83(1986)-  33 28 19.88237(N)    083 23 24.77483(W) AD(       ) 1
 DF2408  NAD 27      -  33 28 19.41800(N)    083 23 25.18300(W) AD(       ) 1
 DF2408  NGVD 29 (07/19/86)  200.3    (m)          657.     (f) VERT ANG       
 DF2408
 DF2408.Superseded values are not recommended for survey control.
 DF2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2408.See file dsdata.txt to determine how the superseded data were derived.
 DF2408
 DF2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT7788806192(NAD 83)
 DF2408_MARKER: DS = TRIANGULATION STATION DISK
 DF2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2408
 DF2408  HISTORY     - Date     Condition        Report By
 DF2408  HISTORY     - 1935     MONUMENTED       CGS
 DF2408  HISTORY     - 1954     GOOD             CGS
 DF2408  HISTORY     - 1971     GOOD             NGS
 DF2408  HISTORY     - 1973     GOOD             NGS
 DF2408  HISTORY     - 1976     GOOD             NGS
 DF2408
 DF2408                          STATION DESCRIPTION
 DF2408
 DF2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF2408'ABOUT 9-1/2 MILES SOUTHEAST OF MADISON, ON PROPERTY BELONGING TO
 DF2408'OSCAR FEARS, ON HIGHEST PART OF PINE TIMBERED HILL, 100 FEET
 DF2408'NORTHEAST OF 12-INCH TRIANGULAR-BLAZED PINE TREE AND 49.1 FEET EAST
 DF2408'OF 4-INCH TRIANGULAR-BLAZED PINE TREE.  TO REACH FROM EATONTON, GO
 DF2408'NORTH ON U.S. HIGHWAY 129 FOR 10.4 MILES TO CROSS ROAD (0.1 MILE
 DF2408'SOUTH OF COUNTY LINE MARKER ON LEFT).  TURN SHARP RIGHT FOR 0.1
 DF2408'MILE TO T-ROAD.  TURN LEFT FOR 1.2 MILES TO CROSS ROAD.  TURN
 DF2408'RIGHT FOR 0.2 MILE TO WOODEN BRIDGE AND CROSS ROAD.  TURN LEFT
 DF2408'THROUGH GATE FOR 0.15 MILE TO HOUSE.  BEAR RIGHT THROUGH YARD AND
 DF2408'BEAR LEFT AT PIG PEN AND FENCE AND FOLLOW ROAD PARALLEL TO FENCE
 DF2408'FOR 0.35 MILE TO DIM FORK AND BEAR RIGHT FOR 0.2 MILE TO TOP OF
 DF2408'HILL AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 DF2408'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 DF2408'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS
 DF2408'10 PACES NORTH-NORTHEAST OF 4-INCH PINE TREE AND 84.00 FEET SOUTHEAST
 DF2408'OF STATION S 50 DEG 42 MIN E.  NO. 2 IS 14 PACES NORTH OF
 DF2408'12-INCH TRIANGULAR-BLAZED PINE TREE AND 88.30 FEET WEST-SOUTHWEST
 DF2408'OF STATION S 68 DEG 44 MIN W.  AZIMUTH MARK IS 19 PACES
 DF2408'EAST-NORTHEAST OF NORTHEAST CORNER OF HOUSE, 9 PACES EAST OF 30-INCH
 DF2408'CEDAR TREE, 7 PACES WEST OF 6-INCH TWIN PEAR TREE, 4 FEET SOUTH OF
 DF2408'EDGE OF CULTIVATED FIELD AND 0.3 MILE SOUTH-SOUTHWEST OF STATION
 DF2408'S 16 DEG 28 MIN W.
 DF2408
 DF2408                          STATION RECOVERY (1954)
 DF2408
 DF2408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF2408'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DF2408'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO ITS
 DF2408'OBSTRUCTION BY UNDERBRUSH AND TREES.  A NEW DESCRIPTION FOLLOWS--
 DF2408'
 DF2408'THE STATION IS LOCATED ABOUT 9.5 MI. SE OF MADISON, ON THE HIGHEST
 DF2408'POINT AND W END OF A TIMBERED RIDGE OWNED BY MR. E.  FEARS.  IT IS
 DF2408'A STANDARD STATION DISK, STAMPED CHESTNUT 1935 AND PROJECTS 6 IN.
 DF2408'
 DF2408'REFERENCE MARK 1 IS 84.00 FT. SE OF THE STATION S 50 DEG 42 MIN E,
 DF2408'AND IS ON THE SE SLOPE OF THE HILL.  IT IS A STANDARD
 DF2408'REFERENCE-MARK DISK, STAMPED CHESTNUT NO 1 1935 AND PROJECTS 6 IN.
 DF2408'
 DF2408'REFERENCE MARK 2 IS ON THE SW SLOPE OF THE HILL, AND 88.30 FT. SW OF
 DF2408'THE STATION S 68 DEG 44 MIN W.  IT IS A STANDARD
 DF2408'REFERENCE-MARK DISK, STAMPED CHESTNUT NO 2 1935 AND PROJECTS 4 IN.
 DF2408'
 DF2408'THE AZIMUTH MARK IS 0.3 MI. SW OF THE STATION S 16 DEG 28 MIN W.
 DF2408'IT IS ON PROPERTY OWNED BY MR. E. FEARS, 55 FT. E-NE
 DF2408'OF THE NE CORNER OF THE HOUSE, 26 FT. E OF A 30 IN. CEDAR TREE, AND
 DF2408'AT THE S EDGE OF A CULTIVATED FIELD.  IT IS A STANDARD
 DF2408'REFERENCE-MARK DISK, STAMPED CHESTNUT AZI 1935 AND PROJECTS 6 IN.
 DF2408'
 DF2408'TO REACH THE STATION FROM EATONTON, GO N ON U.S. HIGHWAY 129 FOR
 DF2408'10.4 MI. TO A SIDE ROAD RIGHT (ABOUT 0.2 MI. S OF THE MORGAN COUNTY
 DF2408'LINE).  TURN RIGHT AND GO 1.25 MI. TO A CROSSROAD.* KEEP STRAIGHT
 DF2408'AHEAD FOR 0.4 MI. TO A REVERSE WYE.  STATION IS ON THE HIGHEST POINT
 DF2408'OF THE RIDGE ABOUT 0.2 MI. TO THE E.
 DF2408'
 DF2408'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO 0.15
 DF2408'MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.15 MI. TO A LARGE HOUSE
 DF2408'AND THE AZIMUTH MARK.
 DF2408
 DF2408                          STATION RECOVERY (1971)
 DF2408
 DF2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DF2408'STATION, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED IN GOOD
 DF2408'CONDITION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 DF2408'
 DF2408'ROUTE DESCRIPTION WAS ADEQUATE.
 DF2408
 DF2408                          STATION RECOVERY (1973)
 DF2408
 DF2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 DF2408'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 DF2408'MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 DF2408'WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS REPORTED DESTROYED.
 DF2408'
 DF2408'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. OSCAR FEARS OF
 DF2408'SHADY DALE.  A METAL WITNESS POST WAS PLACED ONE FOOT NORTHWEST
 DF2408'OF THE STATION MARK.
 DF2408'
 DF2408'REACHED FROM THE NORTHEAST CORNER OF THE EATONTON TOWN SQUARE BY
 DF2408'GOING NORTH ON U.S. HIGHWAY 129 FOR 10.4 MILES TO A SIDE ROAD
 DF2408'RIGHT.  TURN RIGHT ON A DIRT ROAD AND GO 1.3 MILES TO A DIM
 DF2408'CROSSROAD.  CONTINUE EASTERLY FOR 0.35 MILE TO AN OPENING IN A
 DF2408'FENCE AND A FARM HOME ON THE RIGHT.  PASS THROUGH THE OPENING AND
 DF2408'GO 0.1 MILE TO THE EDGE OF THE TIMBER AT A HOG PEN AND A GAP IN
 DF2408'THE TIMBER.  PASS THROUGH THE GAP AND GO SOUTHERLY FOR ABOUT
 DF2408'0.2 MILE TO THE STATION AT THE TOP OF THE RISE.  A 4-WHEEL
 DF2408'DRIVE VEHICLE REQUIRED IN WET WEATHER.
 DF2408'
 DF2408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DF2408'ABOUT 9.5 MILES SOUTHEAST OF MADISON.
 DF2408
 DF2408                          STATION RECOVERY (1976)
 DF2408
 DF2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (EDW)
 DF2408'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DF2408'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 DF2408'BE LESS BY 0.11 OF A FOOT, BUT THE DIRECTION COMPARES WITH THE
 DF2408'1935 DATA.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 DF2408'COMPARES WITH THE 1935 DATA.  THE AZIMUTH MARK WAS SEARCHED FOR
 DF2408'BUT NOT RECOVERED AT THIS TIME AND NO SUITABLE LOCATION WAS
 DF2408'FOUND FOR A NEW AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 DF2408'
 DF2408'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF MADISON,
 DF2408'6-3/4 MILES EAST-NORTHEAST OF GODFREY ON THE HIGHEST POINT OF A
 DF2408'TIMBERED HILL OWNED BY MR. JOHNNY FEARS WHO LIVES IN KELLY,
 DF2408'GEORGIA.
 DF2408'
 DF2408'TO REACH THE STATION FOR THE JUNCTION OF INTERSTATE HIGHWAY 20
 DF2408'AND U. S. HIGHWAYS 441 AND 129 ABOUT 2 MILES SOUTH OF MADISON,
 DF2408'GO SOUTH ON U. S. HIGHWAY 441 AND 129 FOR 8.2 MILES TO THE
 DF2408'PUTNAM-MORGAN COUNTY LINE.  CONTINUE SOUTH ON THE HIGHWAY FOR
 DF2408'0.2 MILE TO A GRAVEL SIDE ROAD LEFT,(FRANKLIN ROAD).  TURN LEFT
 DF2408'AND GO NORTHEASTERLY FOR 1.15 MILES TO A CROSSROAD.  CONTINUE
 DF2408'AHEAD NORTHEASTERLY TO THE GRAVEL ROAD FOR 0.5 MILE TO A
 DF2408'DRIVEWAY ON THE RIGHT LEADING TO A YELLOW HOUSE.  TURN RIGHT
 DF2408'AND FOLLOW THE DRIVEWAY, PASSING TO THE RIGHT SIDE OF HOUSE,
 DF2408'TO A GATE BEHIND THE HOUSE.  PASS THROUGH THE GATE AND GO
 DF2408'ABOUT 150 FEET TO ANOTHER GATE.  PASS THROUGH THE GATE
 DF2408'BEARING RIGHT AND FOLLOW A TRACK ROAD UP GAP IN WOODS FOR
 DF2408'ABOUT 0.1 MILE TO THE HIGHEST PART OF HILL AND THE STATION
 DF2408'AS DESCRIBED.
 DF2408'
 DF2408'THE STATION MARKS ARE, STANDARD DISKS STAMPED---CHESTNUT
 DF2408'1935---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 DF2408'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE
 DF2408'GROUND SURFACE.  IT 32 FEET EAST-NORTHEAST OF A 14 INCH PINE
 DF2408'TREE, 28 FEET SOUTH-SOUTHWEST OF A 14 INCH PINE TREE AND 24
 DF2408'FEET WEST OF A 16 INCH PINE TREE.  ACCORDING TO THE 1935 DATA
 DF2408'THERE IS AN UNDERGROUND DISK SET IN THE TOP OF AN IRREGULAR
 DF2408'MASS OF CONCRETE.
 DF2408'
 DF2408'REFERENCE MARK 1, A STANDARD DISK STAMPED---CHESTNUT NO 1
 DF2408'1935---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2408'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 DF2408'IT IS 20.8 FEET WEST OF A 14-INCH PINE TREE, 15.6 FEET EAST
 DF2408'OF A 14-INCH PINE TREE AND 1.10 FEET SOUTHWEST OF A WITNESS
 DF2408'POST.
 DF2408'
 DF2408'REFERENCE MARK 2, A STANDARD DISK STAMPED---CHESTNUT NO 2
 DF2408'1935---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2408'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 DF2408'IS 26.6 FEET SOUTH-SOUTHWEST OF A 14 INCH PINE TREE, 7 FEET
 DF2408'EAST-SOUTHEAST OF A 14 INCH OAK TREE AND 1.10 FEET
 DF2408'NORTH-NORTHEAST OF A WITNESS POST.
 DF2408'
 DF2408'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1999 ***********************************************************************
 EE1999  DESIGNATION -  CHESTNUT
 EE1999  PID         -  EE1999
 EE1999  STATE/COUNTY-  GA/WHITFIELD
 EE1999  USGS QUAD   -  SUGAR VALLEY (1981)
 EE1999
 EE1999                         *CURRENT SURVEY CONTROL
 EE1999  ___________________________________________________________________
 EE1999* NAD 83(1994)-  34 37 27.45556(N)    085 01 36.94775(W)     ADJUSTED  
 EE1999* NAVD 88     -       539.1    (meters)    1769.     (feet)  VERTCON   
 EE1999  ___________________________________________________________________
 EE1999  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 EE1999  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 EE1999
 EE1999  HORZ ORDER  -  FIRST
 EE1999
 EE1999.The horizontal coordinates were established by classical geodetic methods
 EE1999.and adjusted by the National Geodetic Survey in September 1997..
 EE1999
 EE1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1999
 EE1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1999
 EE1999.The geoid height was determined by GEOID03.
 EE1999
 EE1999;                    North         East     Units Scale Factor Converg.
 EE1999;SPC GA W     -   513,084.878   621,117.711   MT  0.99997667   -0 29 19.8
 EE1999;SPC GA W     - 1,683,345.97  2,037,783.69   sFT  0.99997667   -0 29 19.8
 EE1999;UTM  16      - 3,833,149.897   680,877.753   MT  1.00000327   +1 07 17.0
 EE1999
 EE1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1999!SPC GA W     -   0.99991999  x   0.99997667  =   0.99989667
 EE1999!UTM  16      -   0.99991999  x   1.00000327  =   0.99992326
 EE1999
 EE1999:                Primary Azimuth Mark                     Grid Az
 EE1999:SPC GA W     -  DALTON SOUTHERN BELL MICROWAVE           004 17 49.4
 EE1999:UTM  16      -  DALTON SOUTHERN BELL MICROWAVE           002 41 12.6
 EE1999
 EE1999|---------------------------------------------------------------------|
 EE1999| PID    Reference Object                     Distance      Geod. Az  |
 EE1999|                                                           dddmmss.s |
 EE1999| EE1997 DALTON SOUTHERN BELL MICROWAVE      APPROX.12.1 KM 0034829.6 |
 EE1999| CG5085 CHESTNUT RM 2                        15.792 METERS 16542     |
 EE1999| CG5083 CHESTNUT AZ MK                                     2183343.0 |
 EE1999| CG5084 CHESTNUT RM 1                        17.180 METERS 25726     |
 EE1999|---------------------------------------------------------------------|
 EE1999
 EE1999                          SUPERSEDED SURVEY CONTROL
 EE1999
 EE1999  NAD 83(1994)-  34 37 27.46014(N)    085 01 36.95273(W) AD(       ) 1
 EE1999  NAD 83(1986)-  34 37 27.46108(N)    085 01 36.95194(W) AD(       ) 1
 EE1999  NAD 27      -  34 37 27.16397(N)    085 01 37.14553(W) AD(       ) 1
 EE1999  NGVD 29 (07/19/86)  539.1    (m)         1769.     (f) VERT ANG       
 EE1999
 EE1999.Superseded values are not recommended for survey control.
 EE1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1999.See file dsdata.txt to determine how the superseded data were derived.
 EE1999
 EE1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD8087833150(NAD 83)
 EE1999_MARKER: DS = TRIANGULATION STATION DISK
 EE1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1999
 EE1999  HISTORY     - Date     Condition        Report By
 EE1999  HISTORY     - 1972     MONUMENTED       NGS
 EE1999
 EE1999                          STATION DESCRIPTION
 EE1999
 EE1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1999'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHWEST OF
 EE1999'DALTON, 4 MILES NORTH OF SUGAR VALLEY AND 3.5 MILES WEST OF
 EE1999'INTERSTATE HIGHWAY 75.  IT IS ON THE HIGHEST PART OF CHESTNUT
 EE1999'MOUNTAIN AND ON CHATTAHOOCHEE NATIONAL FOREST PROPERTY.
 EE1999'
 EE1999'TO REACH THE STATION FROM THE POST OFFICE IN SUGAR VALLEY, GO
 EE1999'SOUTHWEST ON A PAVED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN
 EE1999'RIGHT AND GO WESTERLY ON STATE HIGHWAY 143 FOR 3.7 MILES TO THE
 EE1999'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, WESTERLY, ON HIGHWAY
 EE1999'143 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD, WESTERLY,
 EE1999'ON HIGHWAY 143 FOR 0.25 MILE TO A SIDE ROAD AND SIGN
 EE1999'CHATTAHOOCHEE NATIONAL FOREST ON THE RIGHT.  TURN RIGHT AND GO
 EE1999'NORTHERLY ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD
 EE1999'RIGHT.  CONTINUE AHEAD, NORTHERLY, ON THE
 EE1999'GRAVELED ROAD FOR 2.4 MILES TO THE END OF THE ROAD AT THE TOP
 EE1999'OF THE MOUNTAIN AND THE STATION.
 EE1999'
 EE1999'STATION MARKS ARE STANDARD DISKS STAMPED CHESTNUT 1972.  THE
 EE1999'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1999'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 EE1999'54 FEET NORTHWEST OF A METAL WITNESS POST, 28 FEET NORTHEAST OF
 EE1999'THE CENTER OF THE ROAD AND 14 FEET EAST OF THE CENTER OF A FOUR
 EE1999'FOOT BY FOUR FOOT CONCRETE FOUNDATION.  THE UNDERGROUND DISK IS
 EE1999'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 EE1999'THE GROUND SURFACE.
 EE1999'
 EE1999'REFERENCE MARK 1, A STANDARD DISK STAMPED CHESTNUT NO 1 1972,
 EE1999'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1999'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 78.5
 EE1999'FEET NORTHWEST OF THE METAL WITNESS POST, 43 FEET WEST OF THE
 EE1999'CENTER OF THE CONCRETE FOUNDATION AND 9 FEET SOUTH-SOUTHWEST
 EE1999'OF THE CENTER OF THE ROAD.
 EE1999'
 EE1999'REFERENCE MARK 2, A STANDARD DISK STAMPED CHESTNUT NO 2 1972,
 EE1999'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1999'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 12
 EE1999'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD AND 3 FEET NORTH
 EE1999'OF THE METAL WITNESS POST.
 EE1999'
 EE1999'THE AZIMUTH MARK, A STANDARD DISK STAMPED CHESTNUT 1972, IS
 EE1999'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT
 EE1999'THAT IS ABOUT 6 INCHES LOWER THAN THE ROAD SURFACE.  IT IS 23
 EE1999'FEET WEST OF THE CENTER OF STATE HIGHWAY 143 AND 2 FEET SOUTH OF A
 EE1999'METAL WITNESS POST.
 EE1999'
 EE1999'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2077 ***********************************************************************
 EE2077  DESIGNATION -  CHICKAMAUGA CRYSTAL TEX STACK
 EE2077  PID         -  EE2077
 EE2077  STATE/COUNTY-  GA/WALKER
 EE2077  USGS QUAD   -  KENSINGTON (1983)
 EE2077
 EE2077                         *CURRENT SURVEY CONTROL
 EE2077  ___________________________________________________________________
 EE2077* NAD 83(1994)-  34 52 07.40856(N)    085 17 22.83185(W)     ADJUSTED  
 EE2077* NAVD 88     -                                                        
 EE2077  ___________________________________________________________________
 EE2077  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 EE2077  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 EE2077
 EE2077  HORZ ORDER  -  THIRD
 EE2077
 EE2077.The horizontal coordinates were established by classical geodetic methods
 EE2077.and adjusted by the National Geodetic Survey in September 1997..
 EE2077
 EE2077
 EE2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2077
 EE2077.The geoid height was determined by GEOID03.
 EE2077
 EE2077;                    North         East     Units Scale Factor Converg.
 EE2077;SPC GA W     -   540,437.191   597,327.090   MT  1.00002989   -0 38 31.5
 EE2077;SPC GA W     - 1,773,084.35  1,959,730.63   sFT  1.00002989   -0 38 31.5
 EE2077;UTM  16      - 3,859,819.423   656,326.894   MT  0.99990120   +0 58 40.8
 EE2077
 EE2077                          SUPERSEDED SURVEY CONTROL
 EE2077
 EE2077  NAD 83(1994)-  34 52 07.41032(N)    085 17 22.83548(W) AD(       ) 4
 EE2077  NAD 83(1986)-  34 52 07.41132(N)    085 17 22.83365(W) AD(       ) 4
 EE2077  NAD 27      -  34 52 07.13493(N)    085 17 22.98899(W) AD(       ) 3
 EE2077
 EE2077.Superseded values are not recommended for survey control.
 EE2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2077.See file dsdata.txt to determine how the superseded data were derived.
 EE2077
 EE2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5632759819(NAD 83)
 EE2077_MARKER: 63 = STACK
 EE2077
 EE2077  HISTORY     - Date     Condition        Report By
 EE2077  HISTORY     - 1971     FIRST OBSERVED   NGS
 EE2077
 EE2077                          STATION DESCRIPTION
 EE2077
 EE2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 EE2077'THE STATION IS THE TOP AND CENTER OF A CYLINDRICAL SHAPED
 EE2077'STACK THAT IS WHITE IN COLOR WITH A BLACK TOP.  IT IS 305 FEET HIGH.
 EE2077'
 EE2077'STATION IS LOCATED IN CHICKAMAUGA, 0.25 MILE EAST OF THE POST
 EE2077'OFFICE AT THE SOUTH END OF THE CRYSTAL TEXTILES PLANT COMPLEX.  THE
 EE2077'STACK IS OWNED BY CRYSTAL TEXTILES INCORPORATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2069 ***********************************************************************
 EE2069  DESIGNATION -  CHICKAMAUGA MUN STANDPIPE
 EE2069  PID         -  EE2069
 EE2069  STATE/COUNTY-  GA/WALKER
 EE2069  USGS QUAD   -  FORT OGLETHORPE (1982)
 EE2069
 EE2069                         *CURRENT SURVEY CONTROL
 EE2069  ___________________________________________________________________
 EE2069* NAD 83(1994)-  34 52 48.23772(N)    085 18 47.44442(W)     ADJUSTED  
 EE2069* NAVD 88     -                                                        
 EE2069  ___________________________________________________________________
 EE2069  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 EE2069  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 EE2069
 EE2069  HORZ ORDER  -  THIRD
 EE2069
 EE2069.The horizontal coordinates were established by classical geodetic methods
 EE2069.and adjusted by the National Geodetic Survey in September 1997..
 EE2069
 EE2069
 EE2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2069
 EE2069.The geoid height was determined by GEOID03.
 EE2069
 EE2069;                    North         East     Units Scale Factor Converg.
 EE2069;SPC GA W     -   541,719.687   595,192.543   MT  1.00003534   -0 39 20.5
 EE2069;SPC GA W     - 1,777,292.01  1,952,727.53   sFT  1.00003534   -0 39 20.5
 EE2069;UTM  16      - 3,861,040.885   654,157.232   MT  0.99989290   +0 57 53.3
 EE2069
 EE2069                          SUPERSEDED SURVEY CONTROL
 EE2069
 EE2069  NAD 83(1994)-  34 52 48.23941(N)    085 18 47.44788(W) AD(       ) 4
 EE2069  NAD 83(1986)-  34 52 48.24043(N)    085 18 47.44591(W) AD(       ) 4
 EE2069  NAD 27      -  34 52 47.96440(N)    085 18 47.59923(W) AD(       ) 3
 EE2069
 EE2069.Superseded values are not recommended for survey control.
 EE2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2069.See file dsdata.txt to determine how the superseded data were derived.
 EE2069
 EE2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD5415761041(NAD 83)
 EE2069_MARKER: 52 = STANDPIPE TANK
 EE2069
 EE2069  HISTORY     - Date     Condition        Report By
 EE2069  HISTORY     - 1971     FIRST OBSERVED   NGS
 EE2069
 EE2069                          STATION DESCRIPTION
 EE2069
 EE2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCL)
 EE2069'THE STATION IS THE VENT AT THE TOP AND CENTER OF A CYLINDRICAL
 EE2069'SHAPED, STEEL, STANDPIPE WITH SMALL ANTENNAS ATTACHED TO THE
 EE2069'TOP.  IT IS PAINTED SILVER AND IS 120 FEET HIGH AND 25 FEET IN
 EE2069'DIAMETER AT THE BASE.
 EE2069'
 EE2069'STATION IS LOCATED 1.2 MILES NORTHWEST OF CHICKAMAUGA, 0.6 MILE
 EE2069'SOUTHWEST OF STATE HIGHWAY 341 AND 0.1 MILE NORTH OF GRAND
 EE2069'CENTER ROAD.  THE STANDPIPE IS OWNED BY THE CITY OF CHICKAMAUGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6024 ***********************************************************************
 CK6024  DESIGNATION -  CHICKEN
 CK6024  PID         -  CK6024
 CK6024  STATE/COUNTY-  GA/EVANS
 CK6024  USGS QUAD   -  REGISTER (1978)
 CK6024
 CK6024                         *CURRENT SURVEY CONTROL
 CK6024  ___________________________________________________________________
 CK6024* NAD 83(1994)-  32 15 03.80955(N)    081 54 34.10750(W)     ADJUSTED  
 CK6024* NAVD 88     -        67.0    (meters)     220.     (feet)  VERTCON   
 CK6024  ___________________________________________________________________
 CK6024  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 CK6024  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CK6024
 CK6024  HORZ ORDER  -  FIRST
 CK6024
 CK6024.The horizontal coordinates were established by classical geodetic methods
 CK6024.and adjusted by the National Geodetic Survey in September 1997..
 CK6024
 CK6024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6024
 CK6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6024
 CK6024.The geoid height was determined by GEOID03.
 CK6024
 CK6024;                    North         East     Units Scale Factor Converg.
 CK6024;SPC GA E     -   249,582.700   224,234.071   MT  0.99990724   +0 08 14.1
 CK6024;SPC GA E     -   818,839.24    735,674.61   sFT  0.99990724   +0 08 14.1
 CK6024;UTM  17      - 3,568,627.011   414,328.631   MT  0.99969051   -0 29 07.3
 CK6024
 CK6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6024!SPC GA E     -   0.99999415  x   0.99990724  =   0.99990139
 CK6024!UTM  17      -   0.99999415  x   0.99969051  =   0.99968466
 CK6024
 CK6024|---------------------------------------------------------------------|
 CK6024| PID    Reference Object                     Distance      Geod. Az  |
 CK6024|                                                           dddmmss.s |
 CK6024| CK6026 CHICKEN RM 1                         26.887 METERS 05844     |
 CK6024| CK6027 CHICKEN RM 2                         22.830 METERS 15738     |
 CK6024|---------------------------------------------------------------------|
 CK6024
 CK6024                          SUPERSEDED SURVEY CONTROL
 CK6024
 CK6024  NAD 83(1986)-  32 15 03.81235(N)    081 54 34.10811(W) AD(       ) 1
 CK6024  NGVD 29 (10/08/91)   67.2    (m)          220.     (f) VERT ANG       
 CK6024
 CK6024.Superseded values are not recommended for survey control.
 CK6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6024.See file dsdata.txt to determine how the superseded data were derived.
 CK6024
 CK6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1432968627(NAD 83)
 CK6024_MARKER: DD = SURVEY DISK
 CK6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6024+STABILITY: SURFACE MOTION
 CK6024
 CK6024  HISTORY     - Date     Condition        Report By
 CK6024  HISTORY     - 1982     MONUMENTED       GADT
 CK6024
 CK6024                          STATION DESCRIPTION
 CK6024
 CK6024'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6024'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTH OF CLAXTON,
 CK6024'12.55 KM (7.8 MI) NORTHEAST OF BELLVILLE, AND 13.05 KM (8.1 MI)
 CK6024'NORTHWEST OF DAISY.
 CK6024'OWNERSHIP--CHRIS SUTTON, ROUTE 1 BOX 369, CLAXTON, GEORGIA 30417.
 CK6024'
 CK6024'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S.
 CK6024'HIGHWAY 25 AND STATE ROUTE 73 ) AND STATE ROUTE 169 LOCATED 9.8 KM
 CK6024'(6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO SOUTHWEST ALONG STATE
 CK6024'ROUTE 169 FOR 3.2 KM (2 MI) TO THE JUNCTION OF PAVED COUNTY ROAD
 CK6024'138 CROSSING.  TURN RIGHT GOING NORTH ALONG COUNTY ROAD 138 FOR
 CK6024'2.6 KM (1.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD 142 TO THE
 CK6024'LEFT.  TURN LEFT GOING WEST FOR 30.48 METERS (100 FT) TO A THREE
 CK6024'WAY FORK .  TAKE THE CENTER ROAD (DRIVEWAY) AND GO WEST FOR 15.24
 CK6024'METERS (50 FT) TO THE STATION ON THE LEFT.
 CK6024'
 CK6024'THE STATION IS A STANDARD GADT DISK
 CK6024'STAMPED---CHICKEN 1982---,
 CK6024'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6024'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 CK6024'61.72 METERS (202.5 FT) WEST FROM THE CENTERLINE OF COUNTY
 CK6024'ROAD 138,
 CK6024'24.44 METERS (80.20 FT) NORTH-NORTHWEST FROM A 25 INCH CEDAR TREE,
 CK6024'10.36 METERS (34 FT) WEST-NORTHWEST FROM THE CENTERLINE OF THE
 CK6024'EASTERN MOST DRIVEWAY OF TWO DRIVEWAYS TO THE SOUTH ON THE ISLAND
 CK6024'WERE THE STATION IS LOCATED,
 CK6024'14.78 METERS (48.50 FT) SOUTHWEST FROM A 24 INCH PINE TREE,
 CK6024'11.73 METERS (38.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6024'THE WESTERN MOST DRIVEWAY,
 CK6024'27.43 METERS (90 FT) SOUTHWEST FROM A 24 INCH PINE TREE,
 CK6024'22.61 METERS (74.20 FT) EAST-NORTHEAST FROM THE NORTHERN MOST
 CK6024'CORNER OF A TRACTOR AND EQUIPMENT SHED,
 CK6024'22.55 METERS (74.00 FT) NORTH FROM THE EASTERN MOST CORNER OF THE
 CK6024'TRACTOR AND EQUIPMENT SHED, AND
 CK6024'0.97 METER (3.2 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK6024'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6024'STAMPED---CHICKEN 1982---,
 CK6024'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6024'
 CK6024'REFERENCE MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6024'STAMPED---CHICKEN 1982 RM 1---,
 CK6024'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6024'FLUSH WITH GROUND.  IT IS LOCATED
 CK6024'5.33 METERS (17.50 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 CK6024'EASTERN MOST DRIVEWAY OF TWO TO THE SOUTH,
 CK6024'45.11 METERS (148.0 FT) NORTHEAST FROM THE EASTERN MOST CORNER OF
 CK6024'A TRACTOR AND EQUIPMENT SHED,
 CK6024'38.55 METERS (126.5 FT) WEST FROM THE CENTERLINE OF COUNTY
 CK6024'ROAD 138,
 CK6024'1.12 METERS (3.70 FT) EAST FROM A WITNESS POST,
 CK6024'1.37 METERS (4.50 FT) SOUTH-SOUTHEAST FROM A 24 INCH PINE TREE,
 CK6024'49.37 METERS (162.0 FT) EAST-NORTHEAST FROM THE NORTHERN MOST
 CK6024'CORNER OF A TRACTOR AND EQUIPMENT SHED.
 CK6024'MARK IS LEVEL WITH STATION.
 CK6024'
 CK6024'REFERENCE MARK NUMBER 2 IS A STANDARD GADT DISK
 CK6024'STAMPED---CHICKEN 1982 RM 2---,
 CK6024'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6024'FLUSH WITH GROUND.  IT IS LOCATED
 CK6024'55.16 METERS (181.0 FT) WEST FROM THE CENTERLINE OF COUNTY
 CK6024'ROAD 138,
 CK6024'1.43 METERS (4.70 FT) NORTH-NORTHWEST FROM A 25 INCH CEDAR TREE,
 CK6024'12.80 METERS (42.00 FT) EAST FROM THE EASTERN MOST CORNER OF THE
 CK6024'TRACTOR AND EQUIPMENT SHED,
 CK6024'5.15 METERS (16.90 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE
 CK6024'EASTERN MOST DRIVEWAY OF TWO TO THE SOUTH,
 CK6024'30.17 METERS (99.00 FT) EAST-SOUTHEAST FROM THE NORTHERN MOST
 CK6024'CORNER OF THE TRACTOR AND EQUIPMENT SHED, AND
 CK6024'1.00 METER (3.30 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 CK6024'MARK IS LEVEL WITH STATION.
 CK6024'
 CK6024'AZIMUTH MARK NUMBER 1 IS A STANDARD GADT DISK
 CK6024'STAMPED---CHICKEN 1982 AZ MK---,
 CK6024'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6024'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6024'10.97 METERS (36.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6024'COUNTY ROAD 139,
 CK6024'63.15 METERS (207.2 FT) SOUTH-SOUTHWEST FROM A POWER POLE ON
 CK6024'THE SOUTHEAST QUADRANT OF THE JUNCTION OF COUNTY ROAD 139 AND 123,
 CK6024'69.79 METERS (229.0 FT) SOUTHWEST FROM THE CENTERLINE OF PAVED
 CK6024'COUNTY ROAD 123, AND
 CK6024'0.48 METER (1.60 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK6024'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6024'STAMPED---CHICKEN 1982 AZ MK---,
 CK6024'SET INTO AN IRREGULAR MASS OF CONCRETE 0.92 METER BELOW THE
 CK6024'SURFACE OF THE GROUND.
 CK6024'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY ALONG
 CK6024'THE DRIVEWAY FOR 15.24 METERS (50 FT) TO THE JUNCTION OF
 CK6024'COUNTY DIRT ROAD 142.  TURN RIGHT GOING EAST ALONG COUNTY ROAD 142
 CK6024'FOR 30.48 METERS (100 FT) TO THE JUNCTION OF PAVED COUNTY ROAD 138
 CK6024'AND BEGINING OF COUNTY ROAD 139 TO THE NORTH.  TURN LEFT GOING
 CK6024'NORTH ALONG COUNTY ROAD 139 FOR 0.65 KM (0.4 MI) TO THE AZIMUTH
 CK6024'MARK ON THE RIGHT.
 CK6024'
 CK6024'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6024'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6024'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6024'
 CK6024'STATION.  IN COMPARASON TO DIRECTIONS OBSERVED IN 1965,
 CK6024'AZIMUTH MARK 2 TO RM 2 WAS FOUND TO BE 1 MINUTE 32.75 SECONDS
 CK6024'GREATER, TO RM A CHECKED WITHIN 10 SECONDS, AND TO RM 3 WAS
 CK6024'2 MINUTES 21.15 SECONDS LESS.
 CK6024'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6025 ***********************************************************************
 CK6025  DESIGNATION -  CHICKEN AZ MK
 CK6025  PID         -  CK6025
 CK6025  STATE/COUNTY-  GA/EVANS
 CK6025  USGS QUAD   -  REGISTER (1978)
 CK6025
 CK6025                         *CURRENT SURVEY CONTROL
 CK6025  ___________________________________________________________________
 CK6025* NAD 83(1994)-  32 15 22.61964(N)    081 54 24.85319(W)     ADJUSTED  
 CK6025* NAVD 88     -        68.     (meters)     223.     (feet)  VERTCON   
 CK6025  ___________________________________________________________________
 CK6025  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 CK6025  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 CK6025
 CK6025  HORZ ORDER  -  SECOND
 CK6025
 CK6025.The horizontal coordinates were established by classical geodetic methods
 CK6025.and adjusted by the National Geodetic Survey in September 1997..
 CK6025
 CK6025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6025
 CK6025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6025
 CK6025.The geoid height was determined by GEOID03.
 CK6025
 CK6025;                    North         East     Units Scale Factor Converg.
 CK6025;SPC GA E     -   250,162.637   224,474.890   MT  0.99990738   +0 08 19.1
 CK6025;SPC GA E     -   820,741.92    736,464.70   sFT  0.99990738   +0 08 19.1
 CK6025;UTM  17      - 3,569,204.172   414,575.684   MT  0.99968999   -0 29 02.6
 CK6025
 CK6025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6025!SPC GA E     -   0.99999395  x   0.99990738  =   0.99990133
 CK6025!UTM  17      -   0.99999395  x   0.99968999  =   0.99968394
 CK6025
 CK6025                          SUPERSEDED SURVEY CONTROL
 CK6025
 CK6025  NAD 83(1986)-  32 15 22.62242(N)    081 54 24.85376(W) AD(       ) 2
 CK6025  NGVD 29 (10/08/91)   68.     (m)          223.     (f) VERT ANG       
 CK6025
 CK6025.Superseded values are not recommended for survey control.
 CK6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6025.See file dsdata.txt to determine how the superseded data were derived.
 CK6025
 CK6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1457669204(NAD 83)
 CK6025_MARKER: DD = SURVEY DISK
 CK6025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6025+STABILITY: SURFACE MOTION
 CK6025
 CK6025  HISTORY     - Date     Condition        Report By
 CK6025  HISTORY     - 1982     MONUMENTED       GADT
 CK6025
 CK6025                          STATION DESCRIPTION
 CK6025
 CK6025'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6025'THE STATION IS LOCATED ABOUT 10.45 KM (6.5 MI) NORTH OF CLAXTON,
 CK6025'13.2 KM (8.2 MI) NORTHEAST OF BELLVILLE,
 CK6025'AND 13.35 KM (8.3 MI) NORTHWEST OF DAISY.
 CK6025'OWNERSHIP--CHRIS SUTTON , ROUTE 1 BOX 369, CLAXTON GA.  30417.
 CK6025'
 CK6025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301
 CK6025'(STATE ROUTE 73 AND U.S. HIGHWAY 25) AND STATE ROUTE 169
 CK6025'LOCATED 9.8 KM (6.1 MI) NORTH-NORTHEAST OF CLAXTON, GO SOUTHWEST
 CK6025'ALONG STATE ROUTE 169 FOR 3.2 KM (2 MI) TO THE JUNCTION OF PAVED
 CK6025'COUNTY ROAD 138 CROSSING.  TURN RIGHT AND GO NORTH ALONG COUNTY
 CK6025'ROAD 138 FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF DIRT COUNTY ROAD
 CK6025'142 TO THE LEFT AND THE BEGINING OF COUNTY ROAD 139.  CONTINUE
 CK6025'GOING NORTH ALONG COUNTY ROAD 139 FOR 0.65 KM (0.4 MI) TO THE
 CK6025'STATION ON THE RIGHT.
 CK6025'
 CK6025'THE STATION IS A STANDARD GADT DISK
 CK6025'STAMPED---CHICKEN 1982 AZ MK---,
 CK6025'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6025'RECESSED 7.6 CM BELOW THE GROUND.  IT IS LOCATED
 CK6025'10.97 METERS (36 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 CK6025'COUNTY ROAD 139,
 CK6025'63.15 METERS (207.2 FT) SOUTH-SOUTHWEST FROM A POWER POLE ON
 CK6025'THE SOUTH EAST QUADRANT OF THE JUNCTION OF COUNTY ROADS 139 AND
 CK6025'123,
 CK6025'69.79 METERS (229.0 FT) SOUTHWEST FROM THE CENTERLINE OF COUNTY
 CK6025'ROAD 123, AND
 CK6025'0.48 METER (1.6 FT) WEST-NORTHWEST FROM A WITNESS POST.
 CK6025'THE UNDERGROUND MARK IS A STANDARD GADT DISK
 CK6025'STAMPED---CHICKEN 1982 AZ MK---,
 CK6025'SET INTO AN IRREGULAR MASS OF CONCRETE .91 METERS BELOW THE SURFACE.
 CK6025'
 CK6025'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 CK6025'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP EVANS
 CK6025'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6025'
 CK6025'DESCRIBED BY G. D. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1741 ***********************************************************************
 ED1741  DESIGNATION -  CHICOPEE
 ED1741  PID         -  ED1741
 ED1741  STATE/COUNTY-  GA/HALL
 ED1741  USGS QUAD   -  CHESTNUT MOUNTAIN (1992)
 ED1741
 ED1741                         *CURRENT SURVEY CONTROL
 ED1741  ___________________________________________________________________
 ED1741* NAD 83(1994)-  34 14 54.04156(N)    083 50 31.21131(W)     ADJUSTED  
 ED1741* NAVD 88     -       389.7    (meters)    1279.     (feet)  VERTCON   
 ED1741  ___________________________________________________________________
 ED1741  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ED1741  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED1741
 ED1741  HORZ ORDER  -  FIRST
 ED1741
 ED1741.The horizontal coordinates were established by classical geodetic methods
 ED1741.and adjusted by the National Geodetic Survey in September 1997..
 ED1741
 ED1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED1741
 ED1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1741
 ED1741.The geoid height was determined by GEOID03.
 ED1741
 ED1741;                    North         East     Units Scale Factor Converg.
 ED1741;SPC GA W     -   471,096.180   729,903.470   MT  0.99991102   +0 10 57.8
 ED1741;SPC GA W     - 1,545,588.05  2,394,691.63   sFT  0.99991102   +0 10 57.8
 ED1741;UTM  17      - 3,793,347.388   238,273.758   MT  1.00044447   -1 36 01.2
 ED1741
 ED1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ED1741!SPC GA W     -   0.99994347  x   0.99991102  =   0.99985450
 ED1741!UTM  17      -   0.99994347  x   1.00044447  =   1.00038792
 ED1741
 ED1741:                Primary Azimuth Mark                     Grid Az
 ED1741:SPC GA W     -  GAINESVILLE S MUN TANK                   008 41 07.7
 ED1741:UTM  17      -  GAINESVILLE S MUN TANK                   010 28 06.7
 ED1741
 ED1741|---------------------------------------------------------------------|
 ED1741| PID    Reference Object                     Distance      Geod. Az  |
 ED1741|                                                           dddmmss.s |
 ED1741| ED1798 GAINESVILLE S MUN TANK              APPROX. 3.5 KM 0085205.5 |
 ED1741| ED1795 GAINESVILLE 1ST BAP CH SPIRE        APPROX. 6.9 KM 0101454.8 |
 ED1741| ED1794 GAINESVILLE HALL CTHSE DOME         APPROX. 5.8 KM 0150454.2 |
 ED1741| ED1797 AIRPORT BCN GAINESVILLE APT         APPROX. 3.3 KM 0172801.5 |
 ED1741| ED1792 GAINESVILLE N MUN TANK              APPROX. 6.3 KM 0243401.1 |
 ED1741| ED1789 GAINESVILLE CABLE TV MAST           APPROX. 9.6 KM 0251626.3 |
 ED1741| ED1791 GAINESVILLE SOU RWY MICROWAVE       APPROX. 5.6 KM 0282441.4 |
 ED1741| ED1684 TADMORE                             APPROX.10.3 KM 0741002.0 |
 ED1741| CZ4755 CHICOPEE RM 1                        22.199 METERS 07720     |
 ED1741| CZ4756 CHICOPEE RM 2                        23.205 METERS 29632     |
 ED1741| ED1799 CHICOPEE MFG CO TANK                APPROX. 0.9 KM 3324639.2 |
 ED1741|---------------------------------------------------------------------|
 ED1741
 ED1741                          SUPERSEDED SURVEY CONTROL
 ED1741
 ED1741  NAD 83(1986)-  34 14 54.04820(N)    083 50 31.21152(W) AD(       ) 1
 ED1741  NAD 27      -  34 14 53.67601(N)    083 50 31.57704(W) AD(       ) 1
 ED1741  NGVD 29 (07/19/86)  389.7    (m)         1279.     (f) VERT ANG       
 ED1741
 ED1741.Superseded values are not recommended for survey control.
 ED1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1741.See file dsdata.txt to determine how the superseded data were derived.
 ED1741
 ED1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3827493347(NAD 83)
 ED1741_MARKER: DS = TRIANGULATION STATION DISK
 ED1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ED1741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ED1741
 ED1741  HISTORY     - Date     Condition        Report By
 ED1741  HISTORY     - 1975     MONUMENTED       NGS
 ED1741
 ED1741                          STATION DESCRIPTION
 ED1741
 ED1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 ED1741'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 ED1741'
 ED1741'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF
 ED1741'GAINESVILLE, 2.8 MILES NORTHEAST OF OAKWOOD, 0.5 MILE SOUTH OF
 ED1741'THE SMALL COMMUNITY OF CHICOPEE AND IS ON LAND OWNED BY THE
 ED1741'CHICOPEE MANUFACTURING COMPANY.
 ED1741'
 ED1741'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 AND
 ED1741'STATE HIGHWAYS 13 AND 60 AT THE SOUTHEAST CORNER OF THE COURTHOUSE
 ED1741'SQUARE IN THE CENTER OF GAINESVILLE, GO SOUTH-SOUTHWEST ON STATE
 ED1741'HIGHWAYS 13 AND 53 FOR 1.15 MILES TO THE JUNCTION OF STATE ROUTE
 ED1741'369, BEAR LEFT AND CONTINUE SOUTH-SOUTHWEST ON STATE HIGHWAYS 13
 ED1741'AND 53 FOR 2.4 MILES TO THE CHICOPEE MANUFACTURING COMPANY AND
 ED1741'TANK ON THE RIGHT, CONTINUE SOUTHERLY ON STATE HIGHWAY 13 FOR
 ED1741'0.55 MILE TO A DIRT SIDE ROAD ON THE LEFT, TURN SHARP LEFT AND
 ED1741'PASS THROUGH A LOCKED CABLE GATE AND GO EASTERLY ON THE DIRT
 ED1741'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 ED1741'
 ED1741'STATION MARKS ARE STANDARD DISKS STAMPED CHICOPEE 1975.  THE
 ED1741'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ED1741'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 ED1741'77 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 24.4 FEET SOUTH
 ED1741'OF THE CENTER OF THE DIRT ROAD AND 19 FEET EAST OF A 6-INCH PINE
 ED1741'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 ED1741'MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE GROUND SURFACE.
 ED1741'
 ED1741'REFERENCE MARK 1, A STANDARD DISK STAMPED CHICOPEE NO 1 1975, IS
 ED1741'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1741'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 13 FEET SOUTH
 ED1741'OF THE DIRT ROAD CENTER AND 2 FEET WEST-SOUTHWEST OF A METAL
 ED1741'WITNESS POST.
 ED1741'
 ED1741'REFERENCE MARK 2, A STANDARD DISK STAMPED CHICOPEE NO 2 1975, IS
 ED1741'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ED1741'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 12.5 FEET NORTH
 ED1741'OF THE DIRT ROAD CENTER AND 1 FOOT EAST OF A METAL WITNESS POST.
 ED1741'
 ED1741'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1799 ***********************************************************************
 ED1799  DESIGNATION -  CHICOPEE MFG CO TANK
 ED1799  PID         -  ED1799
 ED1799  STATE/COUNTY-  GA/HALL
 ED1799  USGS QUAD   -  GAINESVILLE (1985)
 ED1799
 ED1799                         *CURRENT SURVEY CONTROL
 ED1799  ___________________________________________________________________
 ED1799* NAD 83(1994)-  34 15 19.95597(N)    083 50 47.26637(W)     ADJUSTED  
 ED1799* NAVD 88     -                                                        
 ED1799  ___________________________________________________________________
 ED1799  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 ED1799  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 ED1799
 ED1799  HORZ ORDER  -  THIRD
 ED1799
 ED1799.The horizontal coordinates were established by classical geodetic methods
 ED1799.and adjusted by the National Geodetic Survey in September 1997..
 ED1799
 ED1799
 ED1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1799
 ED1799.The geoid height was determined by GEOID03.
 ED1799
 ED1799;                    North         East     Units Scale Factor Converg.
 ED1799;SPC GA W     -   471,893.305   729,490.189   MT  0.99991072   +0 10 48.9
 ED1799;SPC GA W     - 1,548,203.28  2,393,335.73   sFT  0.99991072   +0 10 48.9
 ED1799;UTM  17      - 3,794,157.421   237,885.274   MT  1.00044698   -1 36 11.3
 ED1799
 ED1799                          SUPERSEDED SURVEY CONTROL
 ED1799
 ED1799  NAD 83(1986)-  34 15 19.96268(N)    083 50 47.26657(W) AD(       ) 4
 ED1799  NAD 27      -  34 15 19.59314(N)    083 50 47.63187(W) AD(       ) 3
 ED1799
 ED1799.Superseded values are not recommended for survey control.
 ED1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1799.See file dsdata.txt to determine how the superseded data were derived.
 ED1799
 ED1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT3788594157(NAD 83)
 ED1799_MARKER: 53 = ELEVATED TANK
 ED1799
 ED1799  HISTORY     - Date     Condition        Report By
 ED1799  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1799
 ED1799                          STATION DESCRIPTION
 ED1799
 ED1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1799'THE STATION IS THE BALL TOP CENTER OF THE CHICOPEE, CHICOPEE
 ED1799'MANUFACTURING COMPANY WATER TANK.  THE TANK HAS A CYLINDRICAL
 ED1799'BODY WITH A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 ED1799'FOUR TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY
 ED1799'105 FEET HIGH.
 ED1799'
 ED1799'LOCATED IN THE WEST SECTION OF THE SMALL COMMUNITY OF CHICOPEE
 ED1799'ABOUT 0.15 MILE WEST OF THE CENTER OF TOWN, 3.2 MILES
 ED1799'SOUTH-SOUTHWEST OF THE CENTER OF GAINESVILLE, 100 FEET WEST OF
 ED1799'THE CENTERLINE OF STATE HIGHWAY 13 AND AT THE NORTHEAST EDGE OF
 ED1799'THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1625 ***********************************************************************
 CL1625  DESIGNATION -  CHILE
 CL1625  PID         -  CL1625
 CL1625  STATE/COUNTY-  GA/BIBB
 CL1625  USGS QUAD   -  MACON NW (1985)
 CL1625
 CL1625                         *CURRENT SURVEY CONTROL
 CL1625  ___________________________________________________________________
 CL1625* NAD 83(1994)-  32 52 50.88241(N)    083 43 26.82558(W)     ADJUSTED  
 CL1625* NAVD 88     -       139.763  (meters)     458.54   (feet)  POSTED    
 CL1625  ___________________________________________________________________
 CL1625  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CL1625  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CL1625  DYNAMIC HT  -         139.610 (meters)     458.04  (feet)  COMP
 CL1625  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 CL1625
 CL1625  HORZ ORDER  -  SECOND
 CL1625  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CL1625
 CL1625.The horizontal coordinates were established by classical geodetic methods
 CL1625.and adjusted by the National Geodetic Survey in September 1997..
 CL1625
 CL1625.The orthometric height was determined by differential leveling
 CL1625.and adjusted by the National Geodetic Survey in 1992..
 CL1625.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CL1625.rate of 1.1 thru 2.0 mm/km.
 CL1625
 CL1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1625
 CL1625.The geoid height was determined by GEOID03.
 CL1625
 CL1625.The dynamic height is computed by dividing the NAVD 88
 CL1625.geopotential number by the normal gravity value computed on the
 CL1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1625.degrees latitude (g = 980.6199 gals.).
 CL1625
 CL1625.The modeled gravity was interpolated from observed gravity values.
 CL1625
 CL1625;                    North         East     Units Scale Factor Converg.
 CL1625;SPC GA W     -   319,469.914   741,409.127   MT  0.99992114   +0 14 24.9
 CL1625;SPC GA W     - 1,048,127.54  2,432,439.78   sFT  0.99992114   +0 14 24.9
 CL1625;UTM  17      - 3,641,363.285   245,142.871   MT  1.00040095   -1 28 46.9
 CL1625
 CL1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1625!SPC GA W     -   0.99998230  x   0.99992114  =   0.99990344
 CL1625!UTM  17      -   0.99998230  x   1.00040095  =   1.00038324
 CL1625
 CL1625|---------------------------------------------------------------------|
 CL1625| PID    Reference Object                     Distance      Geod. Az  |
 CL1625|                                                           dddmmss.s |
 CL1625| CL1624 TAP                                 215.820 METERS 12954     |
 CL1625| CY8153 CHILE RM                             15.425 METERS 32124     |
 CL1625| CL1626 ALLEN                               APPROX. 1.0 KM 3234917.4 |
 CL1625|---------------------------------------------------------------------|
 CL1625
 CL1625                          SUPERSEDED SURVEY CONTROL
 CL1625
 CL1625  NAD 83(1986)-  32 52 50.88587(N)    083 43 26.82421(W) AD(       ) 2
 CL1625  NAD 27      -  32 52 50.35600(N)    083 43 27.17600(W) AD(       ) 2
 CL1625
 CL1625.Superseded values are not recommended for survey control.
 CL1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1625.See file dsdata.txt to determine how the superseded data were derived.
 CL1625
 CL1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS4514341363(NAD 83)
 CL1625_MARKER: DS = TRIANGULATION STATION DISK
 CL1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1625
 CL1625  HISTORY     - Date     Condition        Report By
 CL1625  HISTORY     - 1917     MONUMENTED       CGS
 CL1625  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL1625  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL1625
 CL1625                          STATION DESCRIPTION
 CL1625
 CL1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (GDC)
 CL1625'ABOUT 8 MILES WEST OF THIRD STREET, MACON, 13 RAILS EAST OF
 CL1625'SEMAPHORE SIGNAL BOARD 1997, IN TANGENT TO RIGHT RAIL, 1.915
 CL1625'METERS (6.28 FEET) TO RIGHT OF RAIL.  REFERENCE MARK, A
 CL1625'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT,
 CL1625'IS 15.425 METERS (50.61 FEET) FROM
 CL1625'STATION IN GRID AZIMUTH 141 DEG 09 MIN.
 CL1625
 CL1625                          STATION RECOVERY (1954)
 CL1625
 CL1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL1625'THE STATION WAS SEARCHED FOR ON THE EXTENDED TANGENT OF THE
 CL1625'E RAIL, 6 FT. TO THE RIGHT OF THE RIGHT RAIL, WITHOUT RESULTS.
 CL1625'THE STATION IS DESTROYED.  THE REFERENCE MARK WAS NOT FOUND.
 CL1625'
 CL1625'THIS IS A TRAVERSE STATION.
 CL1625
 CL1625                          STATION RECOVERY (1955)
 CL1625
 CL1625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CRM)
 CL1625'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4009 ***********************************************************************
 CK4009  DESIGNATION -  CHIM
 CK4009  PID         -  CK4009
 CK4009  STATE/COUNTY-  GA/CHATHAM
 CK4009  USGS QUAD   -  SAVANNAH (1978)
 CK4009
 CK4009                         *CURRENT SURVEY CONTROL
 CK4009  ___________________________________________________________________
 CK4009* NAD 83(1994)-  32 02 57.91292(N)    081 01 26.83956(W)     ADJUSTED  
 CK4009* NAVD 88     -                                                        
 CK4009  ___________________________________________________________________
 CK4009  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CK4009  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CK4009
 CK4009  HORZ ORDER  -  THIRD
 CK4009
 CK4009.The horizontal coordinates were established by classical geodetic methods
 CK4009.and adjusted by the National Geodetic Survey in September 1997..
 CK4009
 CK4009
 CK4009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4009
 CK4009.The geoid height was determined by GEOID03.
 CK4009
 CK4009;                    North         East     Units Scale Factor Converg.
 CK4009;SPC GA E     -   227,767.309   307,897.035   MT  1.00004353   +0 36 22.9
 CK4009;SPC GA E     -   747,266.58  1,010,158.86   sFT  1.00004353   +0 36 22.9
 CK4009;SPC SC       -    23,967.079   607,321.420   MT  1.00018903   -0 00 48.1
 CK4009;SPC SC       -    78,632.15  1,992,524.34   iFT  1.00018903   -0 00 48.1
 CK4009;UTM  17      - 3,545,913.831   497,722.762   MT  0.99960006   -0 00 46.1
 CK4009
 CK4009                          SUPERSEDED SURVEY CONTROL
 CK4009
 CK4009  NAD 83(1986)-  32 02 57.92671(N)    081 01 26.85474(W) AD(       ) 4
 CK4009  NAD 27      -  32 02 57.15400(N)    081 01 27.46600(W) AD(       ) 3
 CK4009
 CK4009.Superseded values are not recommended for survey control.
 CK4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4009.See file dsdata.txt to determine how the superseded data were derived.
 CK4009
 CK4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR9772345914(NAD 83)
 CK4009_MARKER: 85 = CHIMNEY
 CK4009
 CK4009  HISTORY     - Date     Condition        Report By
 CK4009  HISTORY     - 1934     FIRST OBSERVED   CGS
 CK4009
 CK4009                          STATION DESCRIPTION
 CK4009
 CK4009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAE)
 CK4009'RED BRICK CHIMNEY OF POWER HOUSE FOR CONDUCTORS HOME.  JUST
 CK4009'E OF JUNCTION OF RICHARDSONS CREEK AND WILMINGTON RIVER.
 CK4009'PLAINLY SEEN FROM SURROUNDING COUNTRY TO WESTWARD.  NO REFERENCE
 CK4009'MARKS.
 CK4009'
 CK4009'NOTE--BASE OF CHIMNEY IS 1.57 M. SQUARE.  TOP OF CHIMNEY IS
 CK4009'1.0 M. SQUARE.
 CK4009'
 CK4009'EDGE OF CHIMNEY IS 1.35 M. N OF POWER HOUSE AND 2 M. W OF E
 CK4009'SIDE OF POWER HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1574 ***********************************************************************
 EE1574  DESIGNATION -  CHIMNEY ON BURNT MTN
 EE1574  PID         -  EE1574
 EE1574  STATE/COUNTY-  GA/PICKENS
 EE1574  USGS QUAD   -  AMICALOLA (1971)
 EE1574
 EE1574                         *CURRENT SURVEY CONTROL
 EE1574  ___________________________________________________________________
 EE1574* NAD 83(1994)-  34 32 04.18384(N)    084 21 41.55256(W)     ADJUSTED  
 EE1574* NAVD 88     -       989.     (meters)    3245.     (feet)  SCALED    
 EE1574  ___________________________________________________________________
 EE1574  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 EE1574  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EE1574
 EE1574  HORZ ORDER  -  THIRD
 EE1574
 EE1574.The horizontal coordinates were established by classical geodetic methods
 EE1574.and adjusted by the National Geodetic Survey in September 1997..
 EE1574
 EE1574.The orthometric height was scaled from a topographic map.
 EE1574
 EE1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1574
 EE1574.The geoid height was determined by GEOID03.
 EE1574
 EE1574;                    North         East     Units Scale Factor Converg.
 EE1574;SPC GA W     -   502,805.110   682,111.770   MT  0.99990394   -0 06 37.7
 EE1574;SPC GA W     - 1,649,619.77  2,237,895.03   sFT  0.99990394   -0 06 37.7
 EE1574;UTM  16      - 3,824,584.445   742,149.980   MT  1.00032281   +1 29 47.3
 EE1574
 EE1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1574!SPC GA W     -   0.99984932  x   0.99990394  =   0.99975328
 EE1574!UTM  16      -   0.99984932  x   1.00032281  =   1.00017209
 EE1574
 EE1574                          SUPERSEDED SURVEY CONTROL
 EE1574
 EE1574  NAD 83(1986)-  34 32 04.19118(N)    084 21 41.55463(W) AD(       ) 4
 EE1574  NAD 27      -  34 32 03.86646(N)    084 21 41.82693(W) AD(       ) 3
 EE1574
 EE1574.Superseded values are not recommended for survey control.
 EE1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1574.See file dsdata.txt to determine how the superseded data were derived.
 EE1574
 EE1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4215024584(NAD 83)
 EE1574_MARKER: 85 = CHIMNEY
 EE1574
 EE1574  HISTORY     - Date     Condition        Report By
 EE1574  HISTORY     - 1966     FIRST OBSERVED   USGS
 EE1574
 EE1574                          STATION DESCRIPTION
 EE1574
 EE1574'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EE1574'GRASSY TRIANGULATION STATION, ABOUT 3.7 MI (AIRLINE) NNW. OF,
 EE1574'ABOUT 0.9 MI SSE. OF SEQUOYAH LAKE, REMAINS OF RUINS OF LARGE HOTEL
 EE1574'LOCATED ON TOP OF BURNT MOUNTAIN, CENTERLINE OF 30-FT HIGH CHIMNEY
 EE1574'DESIGNATED---CHIMNEY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2772 ***********************************************************************
 AA2772  CBN         -  This is a Cooperative Base Network Control Station.
 AA2772  DESIGNATION -  CHINA RESET
 AA2772  PID         -  AA2772
 AA2772  STATE/COUNTY-  GA/TELFAIR
 AA2772  USGS QUAD   -  CHINA HILL (1972)
 AA2772
 AA2772                         *CURRENT SURVEY CONTROL
 AA2772  ___________________________________________________________________
 AA2772* NAD 83(1994)-  31 51 24.37299(N)    083 03 43.53555(W)     ADJUSTED  
 AA2772* NAVD 88     -        90.5    (meters)     297.     (feet)  GPS OBS   
 AA2772  ___________________________________________________________________
 AA2772  X           -     655,004.752 (meters)                     COMP
 AA2772  Y           -  -5,382,805.631 (meters)                     COMP
 AA2772  Z           -   3,346,985.436 (meters)                     COMP
 AA2772  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AA2772  ELLIP HEIGHT-          63.09  (meters)          (03/09/95) GPS OBS
 AA2772  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2772
 AA2772  HORZ ORDER  -  B
 AA2772  ELLP ORDER  -  FIRST     CLASS I
 AA2772
 AA2772.The horizontal coordinates were established by GPS observations
 AA2772.and adjusted by the National Geodetic Survey in March 1995..
 AA2772
 AA2772.The orthometric height was determined by GPS observations and a
 AA2772.high-resolution geoid model.
 AA2772
 AA2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2772
 AA2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2772
 AA2772.The ellipsoidal height was determined by GPS observations
 AA2772.and is referenced to NAD 83.
 AA2772
 AA2772.The geoid height was determined by GEOID03.
 AA2772
 AA2772;                    North         East     Units Scale Factor Converg.
 AA2772;SPC GA E     -   206,185.833   115,264.001   MT  0.99998852   -0 28 21.5
 AA2772;SPC GA E     -   676,461.35    378,161.98   sFT  0.99998852   -0 28 21.5
 AA2772;UTM  17      - 3,526,413.422   304,903.304   MT  1.00006945   -1 05 19.4
 AA2772
 AA2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2772!SPC GA E     -   0.99999009  x   0.99998852  =   0.99997861
 AA2772!UTM  17      -   0.99999009  x   1.00006945  =   1.00005954
 AA2772
 AA2772:                Primary Azimuth Mark                     Grid Az
 AA2772:SPC GA E     -  HAROLD                                   003 22 09.1
 AA2772:UTM  17      -  HAROLD                                   003 59 07.0
 AA2772
 AA2772|---------------------------------------------------------------------|
 AA2772| PID    Reference Object                     Distance      Geod. Az  |
 AA2772|                                                           dddmmss.s |
 AA2772| CL2457 HAROLD                              APPROX.17.7 KM 0025347.6 |
 AA2772| CW3461 CHINA RM 1                           25.344 METERS 22444     |
 AA2772| CW3463 CHINA RM 3                           15.179 METERS 25016     |
 AA2772| CW3462 CHINA RM 2                           26.526 METERS 33542     |
 AA2772|---------------------------------------------------------------------|
 AA2772
 AA2772                          SUPERSEDED SURVEY CONTROL
 AA2772
 AA2772  NAD 83(1986)-  31 51 24.37347(N)    083 03 43.53546(W) AD(       ) 1
 AA2772
 AA2772.Superseded values are not recommended for survey control.
 AA2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2772.See file dsdata.txt to determine how the superseded data were derived.
 AA2772
 AA2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR0490326413(NAD 83)
 AA2772_MARKER: DS = TRIANGULATION STATION DISK
 AA2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2772_STAMPING: CHINA 1935 1992
 AA2772_MARK LOGO: CGS   
 AA2772_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2772+STABILITY: SURFACE MOTION
 AA2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2772+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994
 AA2772
 AA2772  HISTORY     - Date     Condition        Report By
 AA2772  HISTORY     - 1992     MONUMENTED       GADT
 AA2772  HISTORY     - 19940201 GOOD             GAPC
 AA2772
 AA2772                          STATION DESCRIPTION
 AA2772
 AA2772'DESCRIBED BY GEORGIA POWER COMPANY 1994 (CFS)
 AA2772'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHWEST FROM JACKSONVILLE
 AA2772'IN THE SETTLEMENT OF CHINA HILL. --OWNERSHIP--  FOREST SERVICE. TO
 AA2772'REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 441 AND STATE HIGHWAY
 AA2772'117 IN JACKSONVILLE, GO WEST ON HIGHWAY 117 FOR 5.9 MI (9.5 KM) TO A
 AA2772'CROSSROAD. TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.4 MI (0.6 KM)
 AA2772'TO A FENCE CORNER AND STATION ON LEFT. THE STATION IS RECESSED 3 CM
 AA2772'BELOW GROUND.  LOCATED 40 FT (12.2 M) NORTHWEST FROM THE CENTERLINE OF
 AA2772'THE ROAD, 38 FT (11.6 M) SOUTHWEST FROM A FENCE CORNER, 17.5 FT (5.3
 AA2772'M) EAST FROM A DISMANTLED FIRE TOWER LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0354 ***********************************************************************
 CL0354  DESIGNATION -  CHIP RM 2
 CL0354  PID         -  CL0354
 CL0354  STATE/COUNTY-  GA/LAURENS
 CL0354  USGS QUAD   -  EAST DUBLIN (1985)
 CL0354
 CL0354                         *CURRENT SURVEY CONTROL
 CL0354  ___________________________________________________________________
 CL0354* NAD 83(1986)-  32 35 40.     (N)    082 47 42.     (W)     SCALED    
 CL0354* NAVD 88     -        75.263  (meters)     246.93   (feet)  ADJUSTED  
 CL0354  ___________________________________________________________________
 CL0354  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CL0354  DYNAMIC HT  -          75.178 (meters)     246.65  (feet)  COMP
 CL0354  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CL0354
 CL0354  VERT ORDER  -  FIRST     CLASS II
 CL0354
 CL0354.The horizontal coordinates were scaled from a topographic map and have
 CL0354.an estimated accuracy of +/- 6 seconds.
 CL0354
 CL0354.The orthometric height was determined by differential leveling
 CL0354.and adjusted by the National Geodetic Survey in June 1991..
 CL0354
 CL0354.The geoid height was determined by GEOID03.
 CL0354
 CL0354.The dynamic height is computed by dividing the NAVD 88
 CL0354.geopotential number by the normal gravity value computed on the
 CL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0354.degrees latitude (g = 980.6199 gals.).
 CL0354
 CL0354.The modeled gravity was interpolated from observed gravity values.
 CL0354
 CL0354;                    North         East    Units  Estimated Accuracy
 CL0354;SPC GA E     -   287,800.      141,020.      MT  (+/- 180 meters Scaled)
 CL0354
 CL0354                          SUPERSEDED SURVEY CONTROL
 CL0354
 CL0354  NGVD 29 (??/??/92)   75.450  (m)          247.54   (f) ADJ UNCH    1 2
 CL0354
 CL0354.Superseded values are not recommended for survey control.
 CL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0354.See file dsdata.txt to determine how the superseded data were derived.
 CL0354
 CL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS315077(NAD 83)
 CL0354_MARKER: DR = REFERENCE MARK DISK
 CL0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0354_STAMPING: CHIP NO 2 1918
 CL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0354+STABILITY: SURFACE MOTION
 CL0354
 CL0354  HISTORY     - Date     Condition        Report By
 CL0354  HISTORY     - 1918     MONUMENTED       CGS
 CL0354  HISTORY     - 1962     GOOD             NGS
 CL0354
 CL0354                          STATION DESCRIPTION
 CL0354
 CL0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CL0354'0.3 MI NE FROM BREWTON.
 CL0354'ABOUT 0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE CROSSING
 CL0354'OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON, 0.15 MILE
 CL0354'NORTHEAST OF A GRADED ROAD CROSSING THE RAILROAD, AT THE OUTSIDE OF
 CL0354'A CURVE, NEAR THE EAST END OF A CURVE, 74 FEET NORTH AND ACROSS A
 CL0354'DEEP GULLY FROM THE CENTER LINE OF THE BLACK TOP ROAD, 28 FEET
 CL0354'SOUTHEAST OF A 24-INCH PINE TREE WITH A LARGE FIRE SCAR ON THE EAST
 CL0354'SIDE OF THE TREE, 24 FEET NORTHWEST OF A 12-INCH SCRUB OAK TREE,
 CL0354'0.9 FOOT SOUTH OF A STEEL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 CL0354'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CL0354'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1493 ***********************************************************************
 CL1493  DESIGNATION -  CHIP=C 29
 CL1493  PID         -  CL1493
 CL1493  STATE/COUNTY-  GA/LAURENS
 CL1493  USGS QUAD   -  EAST DUBLIN (1985)
 CL1493
 CL1493                         *CURRENT SURVEY CONTROL
 CL1493  ___________________________________________________________________
 CL1493* NAD 83(1994)-  32 35 39.61197(N)    082 47 43.07180(W)     ADJUSTED  
 CL1493* NAVD 88     -        76.205  (meters)     250.02   (feet)  ADJUSTED  
 CL1493  ___________________________________________________________________
 CL1493  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CL1493  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CL1493  DYNAMIC HT  -          76.119 (meters)     249.73  (feet)  COMP
 CL1493  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CL1493
 CL1493  HORZ ORDER  -  FIRST
 CL1493  VERT ORDER  -  FIRST     CLASS II
 CL1493
 CL1493.The horizontal coordinates were established by classical geodetic methods
 CL1493.and adjusted by the National Geodetic Survey in September 1997..
 CL1493
 CL1493.The orthometric height was determined by differential leveling
 CL1493.and adjusted by the National Geodetic Survey in June 1991..
 CL1493
 CL1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1493
 CL1493.The geoid height was determined by GEOID03.
 CL1493
 CL1493.The dynamic height is computed by dividing the NAVD 88
 CL1493.geopotential number by the normal gravity value computed on the
 CL1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1493.degrees latitude (g = 980.6199 gals.).
 CL1493
 CL1493.The modeled gravity was interpolated from observed gravity values.
 CL1493
 CL1493;                    North         East     Units Scale Factor Converg.
 CL1493;SPC GA E     -   287,791.855   140,990.442   MT  0.99994292   -0 20 19.1
 CL1493;SPC GA E     -   944,197.11    462,566.14   sFT  0.99994292   -0 20 19.1
 CL1493;UTM  17      - 3,607,738.747   331,515.847   MT  0.99995005   -0 58 02.4
 CL1493
 CL1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1493!SPC GA E     -   0.99999249  x   0.99994292  =   0.99993541
 CL1493!UTM  17      -   0.99999249  x   0.99995005  =   0.99994254
 CL1493
 CL1493|---------------------------------------------------------------------|
 CL1493| PID    Reference Object                     Distance      Geod. Az  |
 CL1493|                                                           dddmmss.s |
 CL1493| CL0353 CHIP RM                              14.635 METERS 02842     |
 CL1493| CL0349 BREWTON=A 29                        APPROX. 0.6 KM 2505730.4 |
 CL1493|---------------------------------------------------------------------|
 CL1493
 CL1493                          SUPERSEDED SURVEY CONTROL
 CL1493
 CL1493  NAD 83(1986)-  32 35 39.61626(N)    082 47 43.07084(W) AD(       ) 1
 CL1493  NAD 27      -  32 35 39.02100(N)    082 47 43.57300(W) AD(       ) 1
 CL1493  NGVD 29 (??/??/92)   76.349  (m)          250.49   (f) ADJ UNCH    1 2
 CL1493
 CL1493.Superseded values are not recommended for survey control.
 CL1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1493.See file dsdata.txt to determine how the superseded data were derived.
 CL1493
 CL1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS3151607739(NAD 83)
 CL1493_MARKER: DS = TRIANGULATION STATION DISK
 CL1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1493
 CL1493  HISTORY     - Date     Condition        Report By
 CL1493  HISTORY     - 1918     MONUMENTED       CGS
 CL1493  HISTORY     - 1935     GOOD             CGS
 CL1493  HISTORY     - 1940     SEE DESCRIPTION  GA1780
 CL1493  HISTORY     - 1950     SEE DESCRIPTION  CGS
 CL1493  HISTORY     - 1962     MARK NOT FOUND   CGS
 CL1493
 CL1493                          STATION DESCRIPTION
 CL1493
 CL1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CL1493'AT BREWTON, ON CENTRAL OF GEORGIA RAILWAY.  425 YARDS EAST OF
 CL1493'DEPOT.  66 YARDS NORTHWEST OF CENTER LINE OF A ROAD CROSSING, AT
 CL1493'EAST END OF CURVE, AND 9.8 FEET NORTH OF NORTH RAIL.  SURFACE
 CL1493'MARK IS FLUSH WITH THE GROUND.  REFERENCE MARK 54
 CL1493'FEET NORTH OF NORTH RAIL.  240 FEET NORTHWEST OF LOVETT-BREWTON
 CL1493'ROAD INTERSECTION WITH RAILWAY.  14.635 METERS (48.01 FEET)
 CL1493'FROM STATION IN GRID AZIMUTH 209 DEG 02 MIN.
 CL1493
 CL1493                          STATION RECOVERY (1940)
 CL1493
 CL1493'RECOVERY NOTE BY CITY OF DUBLIN GEORGIA 1940
 CL1493'THE MARK HAS BEEN KNOCKED OVER BY A ROAD MACHINE.  THE CENTRAL
 CL1493'OF GEORGIA RAILROAD MENTIONED IN THE DESCRIPTION HAS BEEN
 CL1493'TAKEN UP.
 CL1493
 CL1493                          STATION RECOVERY (1950)
 CL1493
 CL1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL1493'ONLY THE SUBSURFACE STATION MARK AND THE REFERENCE MARK WERE
 CL1493'RECOVERED.  BREWTON DEPOT AND CENTRAL OF GEORGIA RAILROAD HAVE
 CL1493'BEEN REMOVED, AND THE LOVETT-BREWTON ROAD HAS BEEN RELOCATED.
 CL1493'NEW SUBSURFACE AND SURFACE STATION MARKS AND ANOTHER REFERENCE
 CL1493'MARK WERE SET BY THIS PARTY.
 CL1493'
 CL1493'STATION IS ABOUT 0.2 MILE E OF THE MAIN RAILROAD CROSSING IN
 CL1493'BREWTON, 65.5 FEET NW OF CREOSOTED TELEPHONE POLE 7, ABOUT 50
 CL1493'FEET W OF THE HEAD OF A SMALL RAVINE, AND 11 FEET N OF THE
 CL1493'CENTER LINE OF THE ROAD ON THE OLD ROADBED OF THE ABANDONED AND
 CL1493'REMOVED CENTRAL OF GEORGIA RAILROAD.
 CL1493'
 CL1493'SURFACE AND SUBSURFACE STATION MARKS ARE BRONZE STATION DISKS
 CL1493'SET IN CONCRETE.  THE SURFACE MARK IS 4 INCHES UNDERGROUND AND BOTH
 CL1493'DISKS ARE STAMPED CHIP 1918 1950.
 CL1493'
 CL1493'R.M. 1 IS 14.627 METERS (47.99 FEET) IN GRID AZIMUTH 209 DEG 02
 CL1493'MIN FROM THE STATION, 57 FEET NNE OF THE CENTER LINE OF THE
 CL1493'ROAD, AND ABOUT 50 FEET NW OF THE HEAD OF A SMALL RAVINE.  IT IS
 CL1493'A BRONZE REFERENCE DISK, STAMPED CHIP 1918 ELEV 247.946, SET IN
 CL1493'CONCRETE, AND PROJECTS 2 INCHES.
 CL1493'
 CL1493'R.M. 2 IS 27.345 METERS (89.71 FEET) IN GRID AZIMUTH 141 DEG 57
 CL1493'MIN FROM THE STATION, ON THE N EDGE OF A RAVINE, AND 21 FEET
 CL1493'NW OF A 12-INCH OAK.  IT IS A BRONZE REFERENCE DISK SET IN
 CL1493'CONCRETE, PROJECTS 8 INCHES, AND THE DISK IS STAMPED CHIP NO
 CL1493'2 1918.
 CL1493
 CL1493                          STATION RECOVERY (1962)
 CL1493
 CL1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL1493'CHIP--THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW
 CL1493'MARK STAMPED CHIP NO 2 1918 WAS RECOVERED IN THE VICINITY AND
 CL1493'IS BELIEVED TO HAVE BEEN SET IN VICINITY TO REPLACE THE
 CL1493'ABOVE MARK.
 CL1493'
 CL1493'CHIP R.M.--ABOUT 0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM
 CL1493'THE CROSSING OF THE WRIGHTSVILLE AND TENNILLE RAILROAD AT BREWTON,
 CL1493'0.15 MILE NORTHEAST OF A GRADED ROAD CROSSING THE RAILROAD, AT THE
 CL1493'OUTSIDE OF A CURVE, NEAR THE EAST END OF A CURVE, 74 FEET NORTH
 CL1493'AND ACROSS A DEEP GULLY FROM THE CENTER LINE OF THE BLACK TOP
 CL1493'ROAD, 28 FEET SOUTHEAST OF A 24-INCH PINE TREE WITH A LARGE
 CL1493'FIRE SCAR ON THE EAST SIDE OF THE TREE, 24 FEET NORTHWEST OF A
 CL1493'12-INCH SCRUB OAK TREE, 0.9 FOOT SOUTH OF A STEEL WITNESS
 CL1493'POST, 3 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 CL1493'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 CL1493'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2123 ***********************************************************************
 CM2123  DESIGNATION -  CHIPLEY
 CM2123  PID         -  CM2123
 CM2123  STATE/COUNTY-  GA/MERIWETHER
 CM2123  USGS QUAD   -  DURAND (1964)
 CM2123
 CM2123                         *CURRENT SURVEY CONTROL
 CM2123  ___________________________________________________________________
 CM2123* NAD 83(1994)-  32 52 42.28595(N)    084 51 12.67200(W)     ADJUSTED  
 CM2123* NAVD 88     -       283.3    (meters)     929.     (feet)  VERTCON   
 CM2123  ___________________________________________________________________
 CM2123  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 CM2123  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CM2123
 CM2123  HORZ ORDER  -  FIRST
 CM2123
 CM2123.The horizontal coordinates were established by classical geodetic methods
 CM2123.and adjusted by the National Geodetic Survey in September 1997..
 CM2123
 CM2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2123
 CM2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2123
 CM2123.The geoid height was determined by GEOID03.
 CM2123
 CM2123;                    North         East     Units Scale Factor Converg.
 CM2123;SPC GA W     -   319,327.429   635,729.242   MT  0.99995092   -0 22 22.4
 CM2123;SPC GA W     - 1,047,660.07  2,085,721.69   sFT  0.99995092   -0 22 22.4
 CM2123;UTM  16      - 3,639,850.430   700,809.232   MT  1.00009723   +1 09 56.2
 CM2123
 CM2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2123!SPC GA W     -   0.99995998  x   0.99995092  =   0.99991090
 CM2123!UTM  16      -   0.99995998  x   1.00009723  =   1.00005720
 CM2123
 CM2123|---------------------------------------------------------------------|
 CM2123| PID    Reference Object                     Distance      Geod. Az  |
 CM2123|                                                           dddmmss.s |
 CM2123| CY9228 CHIPLEY RM 1                         24.158 METERS 10745     |
 CM2123| CM2143 PINE MTN CALLAWAY GARDENS TANK      APPROX. 2.9 KM 1714837.0 |
 CM2123| CM2145 PINE MTN MUN TANK                   APPROX. 1.3 KM 1842329.4 |
 CM2123| CY9227 CHIPLEY AZ MK                                      2391758.4 |
 CM2123| CY9229 CHIPLEY RM 2                         23.713 METERS 25329     |
 CM2123| CM2160 PINE MTN MILLIKEN TANK              APPROX. 4.6 KM 3053018.4 |
 CM2123|---------------------------------------------------------------------|
 CM2123
 CM2123                          SUPERSEDED SURVEY CONTROL
 CM2123
 CM2123  NAD 83(1994)-  32 52 42.28904(N)    084 51 12.67267(W) AD(       ) 1
 CM2123  NAD 83(1986)-  32 52 42.29134(N)    084 51 12.67054(W) AD(       ) 1
 CM2123  NAD 27      -  32 52 41.82447(N)    084 51 12.91608(W) AD(       ) 1
 CM2123  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 CM2123
 CM2123.Superseded values are not recommended for survey control.
 CM2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2123.See file dsdata.txt to determine how the superseded data were derived.
 CM2123
 CM2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB0080939850(NAD 83)
 CM2123_MARKER: DS = TRIANGULATION STATION DISK
 CM2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2123
 CM2123  HISTORY     - Date     Condition        Report By
 CM2123  HISTORY     - 1973     MONUMENTED       NGS
 CM2123
 CM2123                          STATION DESCRIPTION
 CM2123
 CM2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 CM2123'NO MEASUREMENT BETWEEN RMS DUE TO FENCE.
 CM2123'
 CM2123'THE STATION IS LOCATED ABOUT 5.75 MILES SOUTHWEST OF DURAND, 1
 CM2123'MILE NORTH OF THE CENTER OF PINE MOUNTAIN, 0.6 MILE NORTHEAST OF
 CM2123'THE INTERSECTION OF THE MERIWETHER, TROUP AND HARRIS COUNTY LINES,
 CM2123'AND ON PROPERTY OWNED BY MR. VANCE SMITH WHO LIVES 0.4 MILE SOUTH
 CM2123'OF THE STATION.
 CM2123'
 CM2123'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROUTE 18
 CM2123'AT THE NORTH EDGE OF PINE MOUNTAIN, GO NORTHWEST ON HIGHWAY 27 FOR
 CM2123'0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON DALLAS
 CM2123'MILLS ROAD FOR 0.45 MILE TO REFERENCE MARK 3 ON THE RIGHT AT A
 CM2123'FIELD ENTRANCE ROAD AND GATE.  CONTINUE NORTHERLY ON THE PAVED
 CM2123'ROAD FOR 0.3 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT,
 CM2123'PASSING THROUGH A GATE, AND GO EAST ON THE FIELD ROAD FOR 0.25
 CM2123'MILE TO A DIM CROSSROAD AT AN OLD CORRAL ON THE LEFT.  TURN RIGHT
 CM2123'AND GO SOUTH ON A DIM ROAD FOR 0.1 MILE.  TURN LEFT AND GO
 CM2123'SOUTHEAST ACROSS FIELD FOR 0.05 MILE TO A FENCE AND THE STATION
 CM2123'AT THE HIGHEST POINT OF A LOW RIDGE.
 CM2123'
 CM2123'THE STATION MARKS ARE STANDARD DISKS STAMPED CHIPLEY 1973.  THE
 CM2123'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM2123'MONUMENT WHICH IS 1 FOOT BELOW THE GROUND SURFACE.  IT IS 32 FEET
 CM2123'NORTHEAST OF THE FENCE AT A POINT 20 FEET WEST OF THE METAL
 CM2123'WITNESS POST, 29 FEET NORTHWEST OF THE FENCE AT A POINT 20 FEET
 CM2123'EAST OF THE METAL WITNESS POST AND 22.5 FEET NORTH OF THE METAL
 CM2123'WITNESS POST WHICH IS SET IN AN EAST-WEST FENCE.  THE
 CM2123'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CM2123'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CM2123'
 CM2123'REFERENCE MARK 1, A STANDARD DISK STAMPED CHIPLEY NO 1 1973, IS
 CM2123'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CM2123'WITH THE GROUND SURFACE.  IT IS 78 FEET EAST OF THE WITNESS POST,
 CM2123'AND IN THE FENCE.
 CM2123'
 CM2123'REFERENCE MARK 2, A STANDARD DISK STAMPED CHIPLEY NO 2 1973, IS
 CM2123'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 CM2123'WITH THE GROUND SURFACE.  IT IS 71.5 FEET WEST OF THE WITNESS POST,
 CM2123'AND 0.8 FOOT NORTH OF THE FENCE.
 CM2123'
 CM2123'REFERENCE MARK 3, A STANDARD DISK STAMPED CHIPLEY NO 3 1973, IS
 CM2123'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM2123'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 41 FEET EAST OF
 CM2123'THE ROAD CENTER, 3 FEET SOUTH OF THE SOUTH GATE POST AND 2 FEET
 CM2123'EAST OF A METAL WITNESS POST.
 CM2123'
 CM2123'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0971 ***********************************************************************
 CL0971  DESIGNATION -  CHISELED SQUARE
 CL0971  PID         -  CL0971
 CL0971  STATE/COUNTY-  GA/PEACH
 CL0971  USGS QUAD   -  WARNER ROBINS NW (1985)
 CL0971
 CL0971                         *CURRENT SURVEY CONTROL
 CL0971  ___________________________________________________________________
 CL0971* NAD 83(1986)-  32 41 09.     (N)    083 42 54.     (W)     SCALED    
 CL0971* NAVD 88     -       102.087  (meters)     334.93   (feet)  ADJUSTED  
 CL0971  ___________________________________________________________________
 CL0971  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CL0971  DYNAMIC HT  -         101.973 (meters)     334.56  (feet)  COMP
 CL0971  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 CL0971
 CL0971  VERT ORDER  -  FIRST     CLASS II
 CL0971
 CL0971.The horizontal coordinates were scaled from a topographic map and have
 CL0971.an estimated accuracy of +/- 6 seconds.
 CL0971
 CL0971.The orthometric height was determined by differential leveling
 CL0971.and adjusted by the National Geodetic Survey in June 1991..
 CL0971
 CL0971.The geoid height was determined by GEOID03.
 CL0971
 CL0971.The dynamic height is computed by dividing the NAVD 88
 CL0971.geopotential number by the normal gravity value computed on the
 CL0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL0971.degrees latitude (g = 980.6199 gals.).
 CL0971
 CL0971.The modeled gravity was interpolated from observed gravity values.
 CL0971
 CL0971;                    North         East    Units  Estimated Accuracy
 CL0971;SPC GA W     -   297,850.      742,360.      MT  (+/- 180 meters Scaled)
 CL0971
 CL0971                          SUPERSEDED SURVEY CONTROL
 CL0971
 CL0971  NGVD 29 (??/??/92)  102.232  (m)          335.41   (f) ADJ UNCH    1 2
 CL0971
 CL0971.Superseded values are not recommended for survey control.
 CL0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0971.See file dsdata.txt to determine how the superseded data were derived.
 CL0971
 CL0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS454197(NAD 83)
 CL0971_MARKER: Q = CHISELED SQUARE
 CL0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CL0971_SP_SET: CONCRETE BASE
 CL0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CL0971
 CL0971  HISTORY     - Date     Condition        Report By
 CL0971  HISTORY     - UNK      MONUMENTED       CGS
 CL0971  HISTORY     - 1944     GOOD             NGS
 CL0971  HISTORY     - 20030709 MARK NOT FOUND   GADT
 CL0971
 CL0971                          STATION DESCRIPTION
 CL0971
 CL0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CL0971'0.8 MI W FROM ECHECONNEE.
 CL0971'3/4 MILE WEST OF ECHECONNEE, PEACH COUNTY, ON THE CENTRAL OF GEORGIA
 CL0971'RAILWAY, 6-3/4 FEET SOUTH OF AND ABOUT LEVEL WITH THE SOUTH RAIL
 CL0971'OF THE TRACK IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 CL0971'SEMAPHORE POLE NO. H 203.8.  AN OUTLINED SQUARE.  NOTE-- THIS
 CL0971'MARK IS ALSO 12.6 MILES SOUTH OF MACON.  DEC. 1944 REPORT.
 CL0971
 CL0971                          STATION RECOVERY (2003)
 CL0971
 CL0971'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL0971'THE BENCHMARK IS CONSIDERED DESTROYED. THE SEMAPHOLE POLE HAD BEEN
 CL0971'REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7029 ***********************************************************************
 AB7029  DESIGNATION -  CHISELED SQUARE
 AB7029  PID         -  AB7029
 AB7029  STATE/COUNTY-  GA/DOUGHERTY
 AB7029  USGS QUAD   -  ALBANY WEST (1988)
 AB7029
 AB7029                         *CURRENT SURVEY CONTROL
 AB7029  ___________________________________________________________________
 AB7029* NAD 83(1986)-  31 32 28.     (N)    084 09 18.     (W)     SCALED    
 AB7029* NAVD 88     -        53.247  (meters)     174.69   (feet)  ADJUSTED  
 AB7029  ___________________________________________________________________
 AB7029  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB7029  DYNAMIC HT  -          53.182 (meters)     174.48  (feet)  COMP
 AB7029  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 AB7029
 AB7029  VERT ORDER  -  SECOND    CLASS II
 AB7029
 AB7029.The horizontal coordinates were scaled from a topographic map and have
 AB7029.an estimated accuracy of +/- 6 seconds.
 AB7029
 AB7029.The orthometric height was determined by differential leveling
 AB7029.and adjusted by the National Geodetic Survey in November 1996..
 AB7029
 AB7029.The geoid height was determined by GEOID03.
 AB7029
 AB7029.The dynamic height is computed by dividing the NAVD 88
 AB7029.geopotential number by the normal gravity value computed on the
 AB7029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7029.degrees latitude (g = 980.6199 gals.).
 AB7029
 AB7029.The modeled gravity was interpolated from observed gravity values.
 AB7029
 AB7029;                    North         East    Units  Estimated Accuracy
 AB7029;SPC GA W     -   170,840.      701,110.      MT  (+/- 180 meters Scaled)
 AB7029
 AB7029                          SUPERSEDED SURVEY CONTROL
 AB7029
 AB7029.No superseded survey control is available for this station.
 AB7029
 AB7029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV701930(NAD 83)
 AB7029_MARKER: Q = CHISELED SQUARE
 AB7029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7029_SP_SET: HEADWALL
 AB7029_MARK LOGO: NONE  
 AB7029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7029+STABILITY: SURFACE MOTION
 AB7029
 AB7029  HISTORY     - Date     Condition        Report By
 AB7029  HISTORY     - UNK      MONUMENTED       LOCSUR
 AB7029  HISTORY     - 19900301 GOOD             HOBBS
 AB7029
 AB7029                          STATION DESCRIPTION
 AB7029
 AB7029'DESCRIBED BY HOBBS AND ASSOCIATES 1990
 AB7029'MARK IS ABOUT 2.5 MILES (4.0 KM) SOUTH OF DOWNTOWN ALBANY, A CHISELED
 AB7029'SQUARE FOUND IN TOP CORNER OF NORTHEAST END OF LONG HEADWALL ON EAST
 AB7029'SIDE OF MARTIN LUTHER KING JR DRIVE, 0.85 MI (1.37 KM) SOUTH OF
 AB7029'OAKRIDGE DRIVE (SR 234), 1.3 MILES (2.1 KM) NORTH OF SOUTHGATE DRIVE,
 AB7029'JUST SOUTH OF MCCRAY DRIVE TO THE EAST, 8.5 FT (2.6 M) EAST OF EAST
 AB7029'BACK OF CURB, 38.2 FT (11.6 M) SSE OF POWERPOLE, 7.8 FT (2.4 M) ENE OF
 AB7029'CENTER METAL LID TO CURB INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0301 ***********************************************************************
 CM0301  DESIGNATION -  CHISLED SQUARE
 CM0301  PID         -  CM0301
 CM0301  STATE/COUNTY-  GA/STEWART
 CM0301  USGS QUAD   -  BROOKLYN (1973)
 CM0301
 CM0301                         *CURRENT SURVEY CONTROL
 CM0301  ___________________________________________________________________
 CM0301* NAD 83(1986)-  32 11 15.     (N)    084 41 54.     (W)     SCALED    
 CM0301* NAVD 88     -       213.120  (meters)     699.21   (feet)  ADJUSTED  
 CM0301  ___________________________________________________________________
 CM0301  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CM0301  DYNAMIC HT  -         212.876 (meters)     698.41  (feet)  COMP
 CM0301  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 CM0301
 CM0301  VERT ORDER  -  FIRST     CLASS II
 CM0301
 CM0301.The horizontal coordinates were scaled from a topographic map and have
 CM0301.an estimated accuracy of +/- 6 seconds.
 CM0301
 CM0301.The orthometric height was determined by differential leveling
 CM0301.and adjusted by the National Geodetic Survey in June 1991..
 CM0301
 CM0301.The geoid height was determined by GEOID03.
 CM0301
 CM0301.The dynamic height is computed by dividing the NAVD 88
 CM0301.geopotential number by the normal gravity value computed on the
 CM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0301.degrees latitude (g = 980.6199 gals.).
 CM0301
 CM0301.The modeled gravity was interpolated from observed gravity values.
 CM0301
 CM0301;                    North         East    Units  Estimated Accuracy
 CM0301;SPC GA W     -   242,630.      649,870.      MT  (+/- 180 meters Scaled)
 CM0301
 CM0301                          SUPERSEDED SURVEY CONTROL
 CM0301
 CM0301  NGVD 29 (??/??/92)  213.155  (m)          699.33   (f) ADJ UNCH    1 2
 CM0301
 CM0301.Superseded values are not recommended for survey control.
 CM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0301.See file dsdata.txt to determine how the superseded data were derived.
 CM0301
 CM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA169635(NAD 83)
 CM0301_MARKER: Q = CHISELED SQUARE
 CM0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0301_SP_SET: FOUNDATION
 CM0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0301
 CM0301  HISTORY     - Date     Condition        Report By
 CM0301  HISTORY     - UNK      MONUMENTED       CGS
 CM0301  HISTORY     - 1958     GOOD             NGS
 CM0301
 CM0301                          STATION DESCRIPTION
 CM0301
 CM0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CM0301'7.6 MI NW FROM RICHLAND.
 CM0301'ABOUT 7.6 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILROAD
 CM0301'FROM THE STATION AT RICHLAND, 0.15 MILES NORTHWEST OF BENCH MARK
 CM0301'U 179, A CHISLED OUTLINE SQUARE ON THE SOUTHWEST CORNER OF THE
 CM0301'CONCRETE FOUNDATION OF RADIO TOWER OF THE SOUTH GEORGIA NATURAL
 CM0301'GAS COMPANY, 126 PACES EAST OF THE CENTER LINE OF U. S. HIGHWAY
 CM0301'280 AND STATE HIGHWAY 55, 70 PACES WEST OF THE CENTER LINE OF
 CM0301'THE S. A. L. RR., FOUNDATION PROJECTS 8 INCHES ABOVE THE GROUND,
 CM0301'THE HEIGHT OF THE TOWER ABOVE THE CONCRETE FOUNDATION IS 300 FEET
 CM0301'PLUS A 4-FOOT BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1520 ***********************************************************************
 BT1520  DESIGNATION -  CHOKEE
 BT1520  PID         -  BT1520
 BT1520  STATE/COUNTY-  GA/SUMTER
 BT1520  USGS QUAD   -  LESLIE (1973)
 BT1520
 BT1520                         *CURRENT SURVEY CONTROL
 BT1520  ___________________________________________________________________
 BT1520* NAD 83(1994)-  31 55 13.69818(N)    084 05 09.90646(W)     ADJUSTED  
 BT1520* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 BT1520  ___________________________________________________________________
 BT1520  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BT1520  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT1520
 BT1520  HORZ ORDER  -  SECOND
 BT1520
 BT1520.The horizontal coordinates were established by classical geodetic methods
 BT1520.and adjusted by the National Geodetic Survey in September 1997..
 BT1520
 BT1520.The orthometric height was scaled from a topographic map.
 BT1520
 BT1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1520
 BT1520.The geoid height was determined by GEOID03.
 BT1520
 BT1520;                    North         East     Units Scale Factor Converg.
 BT1520;SPC GA W     -   212,901.995   707,620.207   MT  0.99990072   +0 02 33.4
 BT1520;SPC GA W     -   698,495.96  2,321,583.96   sFT  0.99990072   +0 02 33.4
 BT1520;UTM  16      - 3,535,327.099   775,524.891   MT  1.00053634   +1 32 30.0
 BT1520
 BT1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1520!SPC GA W     -   0.99998740  x   0.99990072  =   0.99988812
 BT1520!UTM  16      -   0.99998740  x   1.00053634  =   1.00052373
 BT1520
 BT1520:                Primary Azimuth Mark                     Grid Az
 BT1520:SPC GA W     -  COBB                                     043 47 53.2
 BT1520:UTM  16      -  COBB                                     042 17 56.6
 BT1520
 BT1520|---------------------------------------------------------------------|
 BT1520| PID    Reference Object                     Distance      Geod. Az  |
 BT1520|                                                           dddmmss.s |
 BT1520| BT1519 COBB                                APPROX.10.1 KM 0435026.6 |
 BT1520| CY9230 CHOKEE AZ MK                                       1685426.4 |
 BT1520| CY9231 CHOKEE RM 1                          52.356 METERS 25116     |
 BT1520| CY9232 CHOKEE RM 2                          38.588 METERS 35902     |
 BT1520|---------------------------------------------------------------------|
 BT1520
 BT1520                          SUPERSEDED SURVEY CONTROL
 BT1520
 BT1520  NAD 83(1986)-  31 55 13.70006(N)    084 05 09.90791(W) AD(       ) 2
 BT1520  NAD 27      -  31 55 13.09300(N)    084 05 10.24600(W) AD(       ) 2
 BT1520
 BT1520.Superseded values are not recommended for survey control.
 BT1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1520.See file dsdata.txt to determine how the superseded data were derived.
 BT1520
 BT1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA7552535327(NAD 83)
 BT1520_MARKER: DS = TRIANGULATION STATION DISK
 BT1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1520
 BT1520  HISTORY     - Date     Condition        Report By
 BT1520  HISTORY     - 1935     MONUMENTED       CGS
 BT1520  HISTORY     - 1944     MARK NOT FOUND   CGS
 BT1520  HISTORY     - 1955     MARK NOT FOUND   USGS
 BT1520  HISTORY     - 1972     MARK NOT FOUND   NGS
 BT1520
 BT1520                          STATION DESCRIPTION
 BT1520
 BT1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BT1520'ABOUT 2.1 MILES SOUTH ALONG LESLIE-LEESBURG HIGHWAY FROM
 BT1520'LESLIE, ON PROPERTY BELONGING TO JOINT STOCK LAND BANK OF
 BT1520'MONTGOMERY, ALA., LEASED BY L.E. DEVOURS, ABOUT 0.9 MILE NORTH
 BT1520'OF LEE-SUMTER COUNTY LINE, ABOUT 135 FEET NORTHEAST OF NORTHEAST
 BT1520'CORNER OF DEVOURS HOUSE, 64 FEET SOUTHEAST OF SOUTHERNMOST OF
 BT1520'FOUR LARGE CHINABERRY TREES, 41 FEET NORTH OF LANE LEADING INTO
 BT1520'DEVOURS HOUSE AND 28 FEET WEST OF CENTER LINE OF HIGHWAY.  TO
 BT1520'REACH FROM LESLIE, GO SOUTH ON LEESBURG HIGHWAY FOR 2.1 MILES
 BT1520'TO DEVOURS HOUSE AND STATION ON RIGHT.  SURFACE AND
 BT1520'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 BT1520'UPPER MARK IS 14 INCHES BELOW SURFACE OF GROUND.
 BT1520'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 BT1520'CONCRETE.  REFERENCE MARK NO. 1 PROJECTS 1 INCH, IS 5
 BT1520'FEET SOUTH OF CENTER LINE OF LANE, 1 FOOT NORTHWEST OF
 BT1520'NORTHEAST CORNER POST OF FENCE AROUND GARDEN, AND 171.77 FEET
 BT1520'WEST-SOUTHWEST OF STATION S 71 DEG 16 MIN W.  NO. 2
 BT1520'PROJECTS 2 INCHES, IS 21 FEET WEST OF CENTER LINE OF
 BT1520'ROAD, AND 126.60 FEET NORTH OF STATION N 0 DEG 58 MIN W.
 BT1520'AZIMUTH MARK PROJECTS 3 INCHES, IS 15 FEET EAST
 BT1520'OF HIGHWAY, 12 FEET NORTH OF SMALL CULVERT AND DITCH AND
 BT1520'0.2 MILE SOUTH OF STATION S 11 DEG 06 MIN E.
 BT1520
 BT1520                          STATION RECOVERY (1944)
 BT1520
 BT1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (MGA)
 BT1520'THE SIGHT OF THE STATION WAS RECOVERED BUT NONE OF THE MARKS
 BT1520'COULD BE FOUND.  THE STATION MARK, REFERENCE MARK NO. 2 AND
 BT1520'THE AZIMUTH MARK ARE ALL BELIEVED TO BE DESTROYED WHEN THE
 BT1520'HIGHWAY WAS CHANGED AND MADE WIDER IN 1939.
 BT1520'
 BT1520'REFERENCE MARK NO. 1 IS BELIEVED TO HAVE BEEN DESTROYED BY FIELD
 BT1520'CULTIVATION.
 BT1520
 BT1520                          STATION RECOVERY (1955)
 BT1520
 BT1520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JJS)
 BT1520'SEARCH FOR ALL MARKS AND DID NOT RECOVER.
 BT1520'
 BT1520'ALL MARKS WERE SET IN DITCH LINE OF PRESENT HWY. AND HAVE
 BT1520'PROBABLY BEEN DESTROYED.
 BT1520
 BT1520                          STATION RECOVERY (1972)
 BT1520
 BT1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BT1520'STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE SEARCHED
 BT1520'FOR BUT NOT FOUND.  LOCAL MEASUREMENTS WERE USED FROM THE
 BT1520'ORIGINAL DESCRIPTION TO TRY TO LOCATE THE MARKS.  A HOLE WAS
 BT1520'DUG AT STATION SITE AREA TO POSSIBLY RECOVER THE UNDERGROUND
 BT1520'MARK, BUT IT WAS NOT FOUND.  WHEN THE ROAD WAS WIDENED AND THE
 BT1520'DITCH WAS CUT, APPARENTLY THE MARKS WERE DESTROYED.  SOME PECAN
 BT1520'TREES ARE LOCATED ON THE WEST SIDE OF THE STATE ROUTE 195 AND
 BT1520'THE LANE LEADING TO THE WEST IS STILL THERE.  THE DEVOURS
 BT1520'HOUSE IS GONE.
 BT1520'
 BT1520'STATION IS LOCATED ABOUT 25 MILES NORTH-NORTHEAST OF ALBANY,
 BT1520'15 MILES NORTHEAST OF LEESBURG, 2.1 MILES SOUTH OF LESLIE, 0.8
 BT1520'MILES NORTH OF THE LEE-SUMTER COUNTY LINE AND ON ROAD
 BT1520'RIGHT-OF-WAY PROPERTY.
 BT1520'
 BT1520'TO REACH THE STATION FROM DOWNTOWN LESLIE, GO SOUTH ON STATE
 BT1520'ROAD 195 FOR 2.1 MILES TO THE STATION SITE ON RIGHT.
 BT1520'
 BT1520'NOTICE--THE MARKS WERE NOT FOUND IN 1944 WHEN THE STATION WAS
 BT1520'SEARCHED FOR.  STATION WAS ALSO SEARCHED FOR BY RECONNAISSANCE
 BT1520'PARTY DONALD REXRODE IN 1972.
 BT1520'
 BT1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT1520'2.1 MILES SOUTH OF LESLIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2587 ***********************************************************************
 BD2587  DESIGNATION -  CHOPPER
 BD2587  PID         -  BD2587
 BD2587  STATE/COUNTY-  GA/WARE
 BD2587  USGS QUAD   -  THE POCKET (1994)
 BD2587
 BD2587                         *CURRENT SURVEY CONTROL
 BD2587  ___________________________________________________________________
 BD2587* NAD 83(1994)-  30 50 52.18827(N)    082 29 11.78525(W)     ADJUSTED  
 BD2587* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 BD2587  ___________________________________________________________________
 BD2587  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BD2587  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BD2587
 BD2587  HORZ ORDER  -  THIRD
 BD2587
 BD2587.The horizontal coordinates were established by classical geodetic methods
 BD2587.and adjusted by the National Geodetic Survey in September 1997..
 BD2587
 BD2587.The orthometric height was scaled from a topographic map.
 BD2587
 BD2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2587
 BD2587.The geoid height was determined by GEOID03.
 BD2587
 BD2587;                    North         East     Units Scale Factor Converg.
 BD2587;SPC GA E     -    94,024.537   169,398.905   MT  0.99991155   -0 09 50.6
 BD2587;SPC GA E     -   308,478.84    555,769.57   sFT  0.99991155   -0 09 50.6
 BD2587;SPC FL E     -   722,798.263    57,798.485   MT  1.00019053   -0 45 44.6
 BD2587;SPC FL E     - 2,371,380.63    189,627.20   sFT  1.00019053   -0 45 44.6
 BD2587;UTM  17      - 3,413,683.629   357,847.004   MT  0.99984927   -0 45 44.6
 BD2587
 BD2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2587!SPC GA E     -   0.99999897  x   0.99991155  =   0.99991052
 BD2587!SPC FL E     -   0.99999897  x   1.00019053  =   1.00018950
 BD2587!UTM  17      -   0.99999897  x   0.99984927  =   0.99984824
 BD2587
 BD2587:                Primary Azimuth Mark                     Grid Az
 BD2587:SPC GA E     -  CRAVEN                                   063 26 11.4
 BD2587:SPC FL E     -  CRAVEN                                   064 02 05.4
 BD2587:UTM  17      -  CRAVEN                                   064 02 05.4
 BD2587
 BD2587|---------------------------------------------------------------------|
 BD2587| PID    Reference Object                     Distance      Geod. Az  |
 BD2587|                                                           dddmmss.s |
 BD2587| BD2588 CRAVEN                              APPROX. 9.9 KM 0631620.8 |
 BD2587|---------------------------------------------------------------------|
 BD2587
 BD2587                          SUPERSEDED SURVEY CONTROL
 BD2587
 BD2587  NAD 83(1986)-  30 50 52.20392(N)    082 29 11.79364(W) AD(       ) 3
 BD2587  NAD 27      -  30 50 51.41493(N)    082 29 12.26866(W) AD(       ) 3
 BD2587
 BD2587.Superseded values are not recommended for survey control.
 BD2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2587.See file dsdata.txt to determine how the superseded data were derived.
 BD2587
 BD2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLQ5784713684(NAD 83)
 BD2587_MARKER: DD = SURVEY DISK
 BD2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BD2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2587+STABILITY: SURFACE MOTION
 BD2587
 BD2587  HISTORY     - Date     Condition        Report By
 BD2587  HISTORY     - 1963     MONUMENTED       USGS
 BD2587
 BD2587                          STATION DESCRIPTION
 BD2587
 BD2587'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BD2587'TO REACH STATION CHOPPER, PROCEED VIA AIRCRAFT TO A SMALL SAND ISLAND
 BD2587'APPROXIMATELY 80 FT BY 200 YARDS IN SIZE WHICH LIES APPROXIMATELY
 BD2587'MIDWAY BETWEEN ROWELLS ISLAND AND PINE ISLAND, OKEFENOKEE SWAMP,
 BD2587'GEORGIA.  THE ISLAND IS COVERED WITH VERY DENSE UNDERGROWTH AND PINE
 BD2587'TREES.  A CLEARING WAS CUT FOR THE STATION WHICH IS 6 METERS IN
 BD2587'DIAMETER, A CLEARING WAS CUT FOR HELICOPTER LANDING JUST W. OF THE
 BD2587'STATION WHICH IS ABOUT 30 METERS IN DIAMETER.  A 4 BY 6-IN. WHITE
 BD2587'WITNESS POST MARKS THE STATION.
 BD2587'
 BD2587'THE STATION IS MARKED BY A STANDARD USGS DISK SET IN 9 BY 9-IN.
 BD2587'CONCRETE POST PROJECTING 2 INCHES, STAMPED---CHOPPER 30 ENGR BN
 BD2587'1963---.
 BD2587'
 BD2587'INSTRUMENT STAND WAS 31 METERS ABOVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1534 ***********************************************************************
 BR1534  DESIGNATION -  CHRISTMAS
 BR1534  PID         -  BR1534
 BR1534  STATE/COUNTY-  GA/GLYNN
 BR1534  USGS QUAD   -  BRUNSWICK WEST (1993)
 BR1534
 BR1534                         *CURRENT SURVEY CONTROL
 BR1534  ___________________________________________________________________
 BR1534* NAD 83(1994)-  31 08 04.95142(N)    081 31 03.05579(W)     ADJUSTED  
 BR1534* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BR1534  ___________________________________________________________________
 BR1534  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BR1534  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 BR1534
 BR1534  HORZ ORDER  -  THIRD
 BR1534
 BR1534.The horizontal coordinates were established by classical geodetic methods
 BR1534.and adjusted by the National Geodetic Survey in September 1997..
 BR1534
 BR1534.The orthometric height was scaled from a topographic map.
 BR1534
 BR1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1534
 BR1534.The geoid height was determined by GEOID03.
 BR1534
 BR1534;                    North         East     Units Scale Factor Converg.
 BR1534;SPC GA E     -   125,964.911   261,903.812   MT  0.99994725   +0 20 08.4
 BR1534;SPC GA E     -   413,269.88    859,262.76   sFT  0.99994725   +0 20 08.4
 BR1534;UTM  17      - 3,444,646.406   450,664.106   MT  0.99963002   -0 16 03.3
 BR1534
 BR1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1534!SPC GA E     -   1.00000459  x   0.99994725  =   0.99995184
 BR1534!UTM  17      -   1.00000459  x   0.99963002  =   0.99963461
 BR1534
 BR1534                          SUPERSEDED SURVEY CONTROL
 BR1534
 BR1534  NAD 83(1986)-  31 08 04.96245(N)    081 31 03.05890(W) AD(       ) 3
 BR1534  NAD 27      -  31 08 04.13600(N)    081 31 03.69400(W) AD(       ) 3
 BR1534
 BR1534.Superseded values are not recommended for survey control.
 BR1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1534.See file dsdata.txt to determine how the superseded data were derived.
 BR1534
 BR1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ5066444646(NAD 83)
 BR1534
 BR1534  HISTORY     - Date     Condition        Report By
 BR1534  HISTORY     - 1933     FIRST OBSERVED   USE
 BR1534  HISTORY     - 1954     POOR             CGS
 BR1534
 BR1534                          STATION DESCRIPTION
 BR1534
 BR1534'DESCRIBED BY US ENGINEERS 1933 (CMD)
 BR1534'A STATION OF THE U S E D ON THE SW SIDE OF BUZZARDS ISLAND ABOUT 1/4
 BR1534'MILE NW OF THE POINT FORMED BY THE SOUTH AND SOUTHWEST SHORES OF
 BR1534'THE ISLAND.  THE STATION IS MARKED BY A STAND AND 4 X 6 POST.
 BR1534'LOCATED BY INTERSECTION.
 BR1534
 BR1534                          STATION RECOVERY (1954)
 BR1534
 BR1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BR1534'THE STATION WAS RECOVERED IN POOR CONDITION.  THE OBSERVING
 BR1534'PLATFORM AND CENTER POST ARE ROTTED AND FALLING APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0670 ***********************************************************************
 DG0670  DESIGNATION -  CHURCH
 DG0670  PID         -  DG0670
 DG0670  STATE/COUNTY-  GA/GWINNETT
 DG0670  USGS QUAD   -  CHAMBLEE (1993)
 DG0670
 DG0670                         *CURRENT SURVEY CONTROL
 DG0670  ___________________________________________________________________
 DG0670* NAD 83(1994)-  33 55 10.19894(N)    084 15 27.47056(W)     ADJUSTED  
 DG0670* NAVD 88     -       321.446  (meters)    1054.61   (feet)  ADJUSTED  
 DG0670  ___________________________________________________________________
 DG0670  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DG0670  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0670  DYNAMIC HT  -         321.092 (meters)    1053.45  (feet)  COMP
 DG0670  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 DG0670
 DG0670  HORZ ORDER  -  SECOND
 DG0670  VERT ORDER  -  FIRST     CLASS II
 DG0670
 DG0670.The horizontal coordinates were established by classical geodetic methods
 DG0670.and adjusted by the National Geodetic Survey in September 1997..
 DG0670
 DG0670.The orthometric height was determined by differential leveling
 DG0670.and adjusted by the National Geodetic Survey in June 1991..
 DG0670
 DG0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0670
 DG0670.The geoid height was determined by GEOID03.
 DG0670
 DG0670.The dynamic height is computed by dividing the NAVD 88
 DG0670.geopotential number by the normal gravity value computed on the
 DG0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0670.degrees latitude (g = 980.6199 gals.).
 DG0670
 DG0670.The modeled gravity was interpolated from observed gravity values.
 DG0670
 DG0670;                    North         East     Units Scale Factor Converg.
 DG0670;SPC GA W     -   434,579.082   691,589.227   MT  0.99990087   -0 03 02.7
 DG0670;SPC GA W     - 1,425,781.54  2,268,988.99   sFT  0.99990087   -0 03 02.7
 DG0670;UTM  16      - 3,756,617.616   753,527.307   MT  1.00039244   +1 31 52.1
 DG0670
 DG0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0670!SPC GA W     -   0.99995418  x   0.99990087  =   0.99985505
 DG0670!UTM  16      -   0.99995418  x   1.00039244  =   1.00034660
 DG0670
 DG0670:                Primary Azimuth Mark                     Grid Az
 DG0670:SPC GA W     -  TANK                                     226 48 21.8
 DG0670:UTM  16      -  TANK                                     225 13 27.0
 DG0670
 DG0670|---------------------------------------------------------------------|
 DG0670| PID    Reference Object                     Distance      Geod. Az  |
 DG0670|                                                           dddmmss.s |
 DG0670| DG0053 TANK                                APPROX.20.2 KM 2264519.1 |
 DG0670| CZ3157 RR SIGNAL                                          2292339.6 |
 DG0670| DG0669 N 87                                APPROX. 0.7 KM 2293340.2 |
 DG0670| CY9767 CHURCH RM 2                          49.409 METERS 23112     |
 DG0670| CY9766 CHURCH RM 1                          23.813 METERS 23112     |
 DG0670|---------------------------------------------------------------------|
 DG0670
 DG0670                          SUPERSEDED SURVEY CONTROL
 DG0670
 DG0670  NAD 83(1986)-  33 55 10.20827(N)    084 15 27.47161(W) AD(       ) 2
 DG0670  NAD 27      -  33 55 09.83884(N)    084 15 27.75364(W) AD(       ) 2
 DG0670  NGVD 29 (??/??/92)  321.374  (m)         1054.37   (f) ADJ UNCH    1 2
 DG0670
 DG0670.Superseded values are not recommended for survey control.
 DG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0670.See file dsdata.txt to determine how the superseded data were derived.
 DG0670
 DG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5352756618(NAD 83)
 DG0670_MARKER: DD = SURVEY DISK
 DG0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0670_STAMPING: CHURCH
 DG0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0670+STABILITY: SURFACE MOTION
 DG0670
 DG0670  HISTORY     - Date     Condition        Report By
 DG0670  HISTORY     - 1973     MONUMENTED       MARTA
 DG0670  HISTORY     - 1973     GOOD             NGS
 DG0670  HISTORY     - 20030909 MARK NOT FOUND   WOOLPT
 DG0670
 DG0670                          STATION DESCRIPTION
 DG0670
 DG0670'DESCRIBED BY METRO ATLANTA RTA 1973
 DG0670'SET A STD. MARTA BRASS DISC IN A CONCRETE MONUMENT AT THE END OF
 DG0670'THE DORAVILLE YARD 500 FT W. OF A GRADE CROSSING, 120 FT W. OF A
 DG0670'SWITCH 7.0 FT N. OF THE N. RAIL OF THE W. BOUND MAIN TRACK OF THE
 DG0670'SOUTHERN RAILWAY.  ACROSS BUFORD HWY. FROM THE GEORGIA STATE
 DG0670'CHURCH OF GOD COMPLEX, 500 FT NE OF THE GWINNETT COUNTY LINE.
 DG0670
 DG0670                          STATION RECOVERY (1973)
 DG0670
 DG0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0670'3.1 MI NE FROM CHAMBLEE.
 DG0670'A STANDARD MARTA BRASS DISK SET ALONG THE NORTHWEST SIDE OF THE
 DG0670'SOUTHERN RAILWAY MAIN TRACKS AT THE NORTHEAST END OF NEW DORAVILLE
 DG0670'YARD.  ABOUT 3.1 MILES NORTHEAST OF THE SOUTHERN RAILWAY STATION
 DG0670'AT CHAMBLEE, 500 FEET SOUTHWEST OF A GRADE CROSSING, 120 FEET
 DG0670'WEST OF A SWITCH, 7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 DG0670'WEST BOUND MAIN TRACK OF SOUTHERN RAILWAY, ACROSS BUFORD HIGHWAY
 DG0670'FROM THE GEORGIA STATE CHURCH OF GOD COMPLEX, 500 FEET NORTHEAST
 DG0670'OF THE GWINNETT COUNTY LINE.  THE DISK IS SET ATOP A CONCRETE
 DG0670'POST FLUSH WITH THE GROUND.
 DG0670
 DG0670                          STATION RECOVERY (2003)
 DG0670
 DG0670'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (JR)
 DG0670'PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0273 ***********************************************************************
 DG0273  DESIGNATION -  CHURCH
 DG0273  PID         -  DG0273
 DG0273  STATE/COUNTY-  GA/FULTON
 DG0273  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0273
 DG0273                         *CURRENT SURVEY CONTROL
 DG0273  ___________________________________________________________________
 DG0273* NAD 83(1994)-  33 46 25.42544(N)    084 21 05.65079(W)     ADJUSTED  
 DG0273* NAVD 88     -       311.914  (meters)    1023.34   (feet)  POSTED    
 DG0273  ___________________________________________________________________
 DG0273  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DG0273  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG0273  DYNAMIC HT  -         311.570 (meters)    1022.21  (feet)  COMP
 DG0273  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 DG0273
 DG0273  HORZ ORDER  -  FIRST
 DG0273  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DG0273
 DG0273.The horizontal coordinates were established by classical geodetic methods
 DG0273.and adjusted by the National Geodetic Survey in September 1997..
 DG0273
 DG0273.The orthometric height was determined by differential leveling
 DG0273.and adjusted by the National Geodetic Survey in 1992..
 DG0273.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DG0273.rate of 1.1 thru 2.0 mm/km.
 DG0273
 DG0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0273
 DG0273.The geoid height was determined by GEOID03.
 DG0273
 DG0273.The dynamic height is computed by dividing the NAVD 88
 DG0273.geopotential number by the normal gravity value computed on the
 DG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0273.degrees latitude (g = 980.6199 gals.).
 DG0273
 DG0273.The modeled gravity was interpolated from observed gravity values.
 DG0273
 DG0273;                    North         East     Units Scale Factor Converg.
 DG0273;SPC GA W     -   418,423.536   682,874.318   MT  0.99990361   -0 06 10.0
 DG0273;SPC GA W     - 1,372,777.88  2,240,396.82   sFT  0.99990361   -0 06 10.0
 DG0273;UTM  16      - 3,740,220.464   745,256.995   MT  1.00034160   +1 28 22.9
 DG0273
 DG0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0273!SPC GA W     -   0.99995567  x   0.99990361  =   0.99985928
 DG0273!UTM  16      -   0.99995567  x   1.00034160  =   1.00029725
 DG0273
 DG0273:                Primary Azimuth Mark                     Grid Az
 DG0273:SPC GA W     -  LINWOOD                                  269 59 24.0
 DG0273:UTM  16      -  LINWOOD                                  268 24 51.1
 DG0273
 DG0273|---------------------------------------------------------------------|
 DG0273| PID    Reference Object                     Distance      Geod. Az  |
 DG0273|                                                           dddmmss.s |
 DG0273| DG0271 LINWOOD                             APPROX. 0.5 KM 2695314.0 |
 DG0273|---------------------------------------------------------------------|
 DG0273
 DG0273                          SUPERSEDED SURVEY CONTROL
 DG0273
 DG0273  NAD 83(1986)-  33 46 25.43088(N)    084 21 05.65136(W) AD(       ) 1
 DG0273  NAD 27      -  33 46 25.05300(N)    084 21 05.92200(W) AD(       ) 1
 DG0273  NGVD 29 (??/??/92)  311.834  (m)         1023.08   (f) ADJ UNCH    1 2
 DG0273
 DG0273.Superseded values are not recommended for survey control.
 DG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0273.See file dsdata.txt to determine how the superseded data were derived.
 DG0273
 DG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4525740220(NAD 83)
 DG0273_MARKER: DE = TRAVERSE STATION DISK
 DG0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG0273_SP_SET: STREET
 DG0273_STAMPING: CHURCH 1927 1023.075
 DG0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG0273
 DG0273  HISTORY     - Date     Condition        Report By
 DG0273  HISTORY     - 1927     MONUMENTED       CGS
 DG0273  HISTORY     - 1953     GOOD             CGS
 DG0273  HISTORY     - 1969     GOOD             CGS
 DG0273  HISTORY     - 1970     GOOD             NGS
 DG0273  HISTORY     - 1970     GOOD             NGS
 DG0273
 DG0273                          STATION DESCRIPTION
 DG0273
 DG0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0273'TRAVERSE STATION AND BENCH MARK IS IN SIDEWALK ON THE
 DG0273'S SIDE OF PONCE DE LEON AVENUE BETWEEN SEMINOLE AND HIGHLAND
 DG0273'AVENUES, 12.8 FEET S FROM S CURB OF PONCE DE LEON AVENUE,
 DG0273'18.5 FEET SE FROM CENTER OF S.B.T. AND T. COMPANY MANHOLE
 DG0273'COVER IN S SIDE OF PONCE DE LEON AVENUE, 38.89 FEET W FROM
 DG0273'NW CORNER OF CONCRETE POST OF STAIRWAY ON S SIDE OF PONCE
 DG0273'DE LEON AVENUE 267 FEET E FROM E CURB OF HIGHLAND AVENUE
 DG0273'(MEASURED ALONG SIDEWALK).
 DG0273'
 DG0273'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0273'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0273'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER THE MARK.
 DG0273
 DG0273                          STATION RECOVERY (1953)
 DG0273
 DG0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG0273'STATION IS LOCATED ABOUT 2.5 MI. (AIRLINE) NE OF FIVE POINTS
 DG0273'IN DOWNTOWN ATLANTA, ON THE S SIDE OF PONCE DE LEON AVENUE
 DG0273'BETWEEN SEMINOLE AND NORTH HIGHLAND AVENUES, 267 FT. E OF
 DG0273'THE E CURB OF NORTH HIGHLAND AVENUE, AND 13 FT. S OF THE S
 DG0273'CURB OF PONCE DE LEON AVENUE.  IT IS A STANDARD DISK, STAMPED
 DG0273'CHURCH 1927 1023.075 AND SET IN THE TOP OF A CONCRETE POST,
 DG0273'ACCESS TO WHICH IS HAD THROUGH A CAST-IRON COVER.
 DG0273'
 DG0273'THIS IS A TRAVERSE STATION.
 DG0273
 DG0273                          STATION RECOVERY (1969)
 DG0273
 DG0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DG0273'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS IN THE
 DG0273'SIDEWALK ON THE SOUTH SIDE OF PONCE DE LEON AVE., BETWEEN
 DG0273'SEMINOLE AND NORTH HIGHLAND AVE., 267 FEET EAST OF THE EAST
 DG0273'CURB OF NORTH HIGHLAND AVE., 13 FEET SOUTH OF THE CURB, 2.5
 DG0273'FEET NORTH OF DOOR TO OFFICE BUILDING, SET UNDERGROUND IN THE
 DG0273'TOP OF A CONCRETE POST, ACCESS TO THE MARK IS THROUGH A MAN-HOLE
 DG0273'WITH A CAST-IRON COVER.
 DG0273'
 DG0273'THE DISK IS STAMPED--CHURCH 1927 1023.075
 DG0273'
 DG0273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DG0273'NE OF FIVE POINTS
 DG0273
 DG0273                          STATION RECOVERY (1970)
 DG0273
 DG0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 DG0273'STATION RECOVERED IN GOOD CONDITION.  A STANDARD TRAVERSE
 DG0273'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS SURROUNDED
 DG0273'BY AN IRON CYLINDER WHICH HAS AN IRON LID AND FLUSH WITH THE
 DG0273'SIDEWALK, 13 FEET SOUTH OF THE SOUTH CURB OF PONCE DE LEON
 DG0273'AVENUE, 267 FEET EAST OF THE EAST CURB OF NORTH HIGHLAND
 DG0273'AVENUE AND 2-1/2 FEET NORTH OF THE FRONT DOOR TO A LOAN
 DG0273'OFFICE.  THE MARK IS STAMPED CHURCH 1927 AND ABOUT 0.5 FEET
 DG0273'LOWER THAN THE SIDEWALK.
 DG0273'
 DG0273'1970 OBSERVATIONS TAKEN FROM A 5 FOOT TRIPOD
 DG0273'
 DG0273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ATLANTA
 DG0273
 DG0273                          STATION RECOVERY (1970)
 DG0273
 DG0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DG0273'AT ATLANTA.
 DG0273'2.5 MILES NE OF FIVE POINTS, ALONG THE SOUTH SIDE OF PONCE DE
 DG0273'LEON AVENUE AND BETWEEN SEMINOLE AND NORTH HIGHLAND AVENUES,
 DG0273'13 FEET SOUTH OF THE SOUTH CURB OF PONCE DE LEON AVENUE, 267
 DG0273'FEET EAST OF THE EAST CURB OF NORTH HIGHLAND AVENUE AND 2 1/2
 DG0273'FEET NORTH OF THE FRONT DOOR OF A LOAN COMPANY OFFICE.  THE MARK
 DG0273'IS SURROUNDED BY AN IRON CYLINDER WHICH HAS AN IRON COVER AND
 DG0273'IS ABOUT 0.5 FEET LOWER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1540 ***********************************************************************
 CL1540  DESIGNATION -  CHUTE=F 46
 CL1540  PID         -  CL1540
 CL1540  STATE/COUNTY-  GA/LAURENS
 CL1540  USGS QUAD   -  DUBLIN (1985)
 CL1540
 CL1540                         *CURRENT SURVEY CONTROL
 CL1540  ___________________________________________________________________
 CL1540* NAD 83(1994)-  32 32 50.22044(N)    082 52 47.31010(W)     ADJUSTED  
 CL1540* NAVD 88     -        75.777  (meters)     248.61   (feet)  POSTED    
 CL1540  ___________________________________________________________________
 CL1540  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CL1540  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CL1540  DYNAMIC HT  -          75.690 (meters)     248.33  (feet)  COMP
 CL1540  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 CL1540
 CL1540  HORZ ORDER  -  FIRST
 CL1540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1540
 CL1540.The horizontal coordinates were established by classical geodetic methods
 CL1540.and adjusted by the National Geodetic Survey in September 1997..
 CL1540
 CL1540.The orthometric height was determined by differential leveling
 CL1540.and adjusted by the National Geodetic Survey in 1992..
 CL1540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1540.rate of 0.0 thru 1.0 mm/km.
 CL1540
 CL1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1540
 CL1540.The geoid height was determined by GEOID03.
 CL1540
 CL1540.The dynamic height is computed by dividing the NAVD 88
 CL1540.geopotential number by the normal gravity value computed on the
 CL1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1540.degrees latitude (g = 980.6199 gals.).
 CL1540
 CL1540.The modeled gravity was interpolated from observed gravity values.
 CL1540
 CL1540;                    North         East     Units Scale Factor Converg.
 CL1540;SPC GA E     -   282,624.196   133,022.308   MT  0.99995530   -0 23 01.3
 CL1540;SPC GA E     -   927,242.88    436,424.02   sFT  0.99995530   -0 23 01.3
 CL1540;UTM  17      - 3,602,658.682   323,491.381   MT  0.99998419   -1 00 41.7
 CL1540
 CL1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1540!SPC GA E     -   0.99999254  x   0.99995530  =   0.99994784
 CL1540!UTM  17      -   0.99999254  x   0.99998419  =   0.99997673
 CL1540
 CL1540:                Primary Azimuth Mark                     Grid Az
 CL1540:SPC GA E     -  DUBLIN MUNICIPAL STANDPIPE               250 01 18.7
 CL1540:UTM  17      -  DUBLIN MUNICIPAL STANDPIPE               250 38 59.1
 CL1540
 CL1540|---------------------------------------------------------------------|
 CL1540| PID    Reference Object                     Distance      Geod. Az  |
 CL1540|                                                           dddmmss.s |
 CL1540| CL2318 DUBLIN MUNICIPAL STANDPIPE          APPROX. 3.1 KM 2493817.4 |
 CL1540| CY7321 CHUTE RM=E 46                         9.305 METERS 32926     |
 CL1540|---------------------------------------------------------------------|
 CL1540
 CL1540                          SUPERSEDED SURVEY CONTROL
 CL1540
 CL1540  NAD 83(1986)-  32 32 50.22576(N)    082 52 47.30970(W) AD(       ) 1
 CL1540  NAD 27      -  32 32 49.62200(N)    082 52 47.79800(W) AD(       ) 1
 CL1540
 CL1540.Superseded values are not recommended for survey control.
 CL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1540.See file dsdata.txt to determine how the superseded data were derived.
 CL1540
 CL1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS2349102659(NAD 83)
 CL1540_MARKER: DS = TRIANGULATION STATION DISK
 CL1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1540
 CL1540  HISTORY     - Date     Condition        Report By
 CL1540  HISTORY     - 1918     MONUMENTED       CGS
 CL1540  HISTORY     - 1922     MARK NOT FOUND   CGS
 CL1540  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1540
 CL1540                          STATION DESCRIPTION
 CL1540
 CL1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1540'ABOUT 1-1/4 MILES EAST OF DUBLIN DEPOT, ON THE WRIGHTSVILLE
 CL1540'AND TENNILLE RAILWAY.  200 METERS (656 FEET) EAST OF A COAL
 CL1540'CHUTE, ON NORTH SIDE OF TRACK, ABOUT 25 FEET ABOVE TRACK
 CL1540'IN COTTON FIELD, AND 2 METERS (7 FEET) NORTH OF LINE OF TELEGRAPH
 CL1540'POLES, ON WESTWARD TANGENT OF SOUTH RAIL.  REFERENCE
 CL1540'MARK = E-46 IS BACK IN FIELD UNDER PEACH TREE, AND
 CL1540'9.305 METERS (30.53 FEET) FROM STATION IN GRID AZIMUTH 149
 CL1540'DEG 49 MIN.  STATION AND REFERENCE MARKS WERE REPORTED
 CL1540'DESTROYED IN 1935.
 CL1540
 CL1540                          STATION RECOVERY (1949)
 CL1540
 CL1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1540'THE COAL CHUTE FOR WHICH THE STATION IS NAMED HAS BEEN REMOVED
 CL1540'ENTIRELY.  THE AREA AROUND BOTH STATION AND REFERENCE MARKS
 CL1540'HAS BEEN CULTIVATED IN RECENT YEARS BY DEEP PLOWING.  PROBING
 CL1540'WITH A SHOVEL FAILED TO FIND ANY EVIDENCE OF EITHER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL0907 ***********************************************************************
 CL0907  DESIGNATION -  CICERO
 CL0907  PID         -  CL0907
 CL0907  STATE/COUNTY-  GA/BIBB
 CL0907  USGS QUAD   -  MACON WEST (1985)
 CL0907
 CL0907                         *CURRENT SURVEY CONTROL
 CL0907  ___________________________________________________________________
 CL0907* NAD 83(1994)-  32 47 51.37638(N)    083 37 48.20106(W)     ADJUSTED  
 CL0907* NAVD 88     -        85.41   (+/-2cm)     280.2    (feet)  VERTCON   
 CL0907  ___________________________________________________________________
 CL0907  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CL0907  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CL0907
 CL0907  HORZ ORDER  -  FIRST
 CL0907  VERT ORDER  -  THIRD ? (See Below)
 CL0907
 CL0907.The horizontal coordinates were established by classical geodetic methods
 CL0907.and adjusted by the National Geodetic Survey in September 1997..
 CL0907
 CL0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL0907.The vertical order pertains to the NGVD 29 superseded value.
 CL0907
 CL0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL0907
 CL0907.The geoid height was determined by GEOID03.
 CL0907
 CL0907;                    North         East     Units Scale Factor Converg.
 CL0907;SPC GA W     -   310,284.916   750,257.470   MT  0.99993113   +0 17 26.4
 CL0907;SPC GA W     - 1,017,993.10  2,461,469.72   sFT  0.99993113   +0 17 26.4
 CL0907;UTM  17      - 3,631,912.906   253,715.711   MT  1.00034798   -1 25 31.3
 CL0907
 CL0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL0907!SPC GA W     -   0.99999084  x   0.99993113  =   0.99992197
 CL0907!UTM  17      -   0.99999084  x   1.00034798  =   1.00033882
 CL0907
 CL0907:                Primary Azimuth Mark                     Grid Az
 CL0907:SPC GA W     -  MACON RESET                              146 42 08.5
 CL0907:UTM  17      -  MACON RESET                              148 25 06.2
 CL0907
 CL0907|---------------------------------------------------------------------|
 CL0907| PID    Reference Object                     Distance      Geod. Az  |
 CL0907|                                                           dddmmss.s |
 CL0907| CL0906 MACON RESET                         461.623 METERS 1465934.9 |
 CL0907| CL0908 CICERO RM                                          30304     |
 CL0907| CL0910 SOUTHERN=L 19                       APPROX. 0.6 KM 3461807.2 |
 CL0907|---------------------------------------------------------------------|
 CL0907
 CL0907                          SUPERSEDED SURVEY CONTROL
 CL0907
 CL0907  NAD 83(1986)-  32 47 51.38083(N)    083 37 48.20024(W) AD(       ) 1
 CL0907  NAD 27      -  32 47 50.87500(N)    083 37 48.53300(W) AD(       ) 1
 CL0907  NGVD 29 (07/19/86)   85.54   (m)          280.6    (f) LEVELING    3  
 CL0907
 CL0907.Superseded values are not recommended for survey control.
 CL0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL0907.See file dsdata.txt to determine how the superseded data were derived.
 CL0907
 CL0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS5371631913(NAD 83)
 CL0907_MARKER: DS = TRIANGULATION STATION DISK
 CL0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL0907_STAMPING: CICERO 1917 1964
 CL0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL0907+STABILITY: SURFACE MOTION
 CL0907
 CL0907  HISTORY     - Date     Condition        Report By
 CL0907  HISTORY     - 1964     MONUMENTED       CGS
 CL0907  HISTORY     - 1922     GOOD             CGS
 CL0907  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CL0907  HISTORY     - 1964     GOOD             CGS
 CL0907
 CL0907                          STATION DESCRIPTION
 CL0907
 CL0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CL0907'2.5 MI S FROM MACON.
 CL0907'ABOUT 2.5 MILES S ALONG SOUTHERN RY. FROM THE STATION IN MACON,
 CL0907'ABOUT 0.5 MILE SE OF CHEROKEE BRICK COMPANY PLANT, JUST E OF
 CL0907'PROPOSED AUTOMATIC SWITCHING RAILROAD YARD, AT R.R. CURVE, ON
 CL0907'PROJECTED LINE OF SW RAIL IN MILE-LONG TANGENT FROM SE, ONE FOOT
 CL0907'E OF PROJECTED LINE OF W RAIL OF DOUBLE TRACKS FROM N, 15.5 FEET
 CL0907'WSW OF OUTSIDE RAIL ON THE CURVE, 2.0 FEET LOWER THAN TOP OF SAME,
 CL0907'22 FEET N OF CREOSOTED TELEPHONE POLE, 7 FEET WSW OF R.R. SIGN 15
 CL0907'ON POST MADE OF RAIL SECTION, 4 FEET N OF COAST SURVEY STEEL WITNESS
 CL0907'POST.
 CL0907
 CL0907                          STATION RECOVERY (1922)
 CL0907
 CL0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 CL0907'ABOUT 1-3/4 MILES SOUTH OF MACON TERMINAL STATION, AT POINT OF
 CL0907'INTERSECTION OF TWO TANGENTS OF SOUTHERN RAILWAY TRACKS, 20
 CL0907'RAILS NORTH OF SWITCH POINT OF WEST TRACK NEAR SOUTH END OF
 CL0907'DOUBLE TRACK OF GEORGIA SOUTHERN AND FLORIDA RAILWAY YARD, ON
 CL0907'LEFT SIDE OF SOUTHERN RAILWAY TRACKS, AND 4.62 METERS (15.2 FEET)
 CL0907'FROM WEST RAIL OF MAIN TRACK.  SURFACE MARK IS STANDARD DISK
 CL0907'IN CONCRETE.  UNDERGROUND MARK IS NAIL IN CONCRETE.
 CL0907'REFERENCE MARK IS LARGE NAIL IN SQUARE CONCRETE
 CL0907'POST, 11.56 METERS (37.9 FEET) FROM STATION IN GRID AZIMUTH
 CL0907'122 DEG 46 MIN.
 CL0907
 CL0907                          STATION RECOVERY (1954)
 CL0907
 CL0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL0907'THE SURFACE MARK WAS FOUND DESTROYED, AND THE DISK RECLAIMED.
 CL0907'THE SUBSURFACE MARK WAS FOUND DISTURBED, AND THE NAIL RUSTED
 CL0907'OFF.  A BULLDOZER HAS BEEN WORKING IN THIS AREA, AND THE POINT
 CL0907'WAS NOT DEFINITE ENOUGH TO RESET THE MARK.  THIS MARK SHOULD
 CL0907'BE USED WITH CAUTION.
 CL0907'
 CL0907'THE SUBSURFACE MARK IS LOCATED 1.6 MI. S ALONG THE SOUTHERN
 CL0907'RAILROAD FROM THE JUNCTION OF THE CENTRAL OF GEORGIA RAILROAD
 CL0907'AT MACON JUNCTION, AT THE FIRST CURVE W OF THE CROSSING OF THE
 CL0907'GEORGIA SOUTHERN AND FLORIDA RAILROAD AT STRATTON, AT THE
 CL0907'INTERSECTION OF THE EXTENDED TANGENTS OF THE SW RAIL FROM THE
 CL0907'SE AND THE W RAIL FROM THE N, 15.5 FT. W OF THE W RAIL OF THE
 CL0907'S BOUND TRACK, 19 FT. NW OF A POLE, AND 8 FT. SW OF A SIGN
 CL0907'15.  IT IS ABOUT 14 IN. UNDERGROUND.
 CL0907'
 CL0907'THE REFERENCE MARK IS 52 FT. NW OF A POLE, 37.4 FT. W OF THE W RAIL
 CL0907'OF THE S BOUND TRACKS, AND 41 FT. NW OF A SIGN 15.  IT IS A
 CL0907'STANDARD DISK, STAMPED CICERO 1917 PROJECTING 2 IN.
 CL0907'
 CL0907'THIS IS A TRAVERSE STATION.
 CL0907
 CL0907                          STATION RECOVERY (1964)
 CL0907
 CL0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 CL0907'RECOVERED ONLY THE SUBSURFACE MARK IN GOOD CONDITION AND THE
 CL0907'R.M. EVIDENTLY TILTED SOUTHERLY OR SOUTHWESTERLY, OTHERWISE
 CL0907'ESSENTIALLY AS ORIGINALLY DESCRIBED.  THE UNDERGROUND MARK
 CL0907'WAS REPLACED IN MAY AND SURFACE MARK WAS SET
 CL0907'ON 10 NOVEMBER 1964.
 CL0907'
 CL0907'ABOUT 2.5 MILES SOUTHERLY ALONG SOUTHERN RY. FROM THE STATION
 CL0907'IN MACON, ABOUT 0.5 MILE SE OF CHEROKEE BRICK CO. PLANT, JUST E OF
 CL0907'PROPOSED AUTOMATIC SWITCHING R.R. YARD, AT R.R. CURVE, ON
 CL0907'PROJECTED LINE OF SW RAIL IN MILE-LONG TANGENT FROM SE, ONE
 CL0907'FOOT E OF PROJECTED LINE OF W RAIL OF DOUBLE TRACKS FROM N,
 CL0907'15.5 FEET WSW OF OUTSIDE RAIL, 2.0 FEET LOWER THAN TOP OF
 CL0907'SAME, 22 FEET N OF CREOSOTED TELEPHONE POLE, 7 FEET WSW OF
 CL0907'R.R. SIGN 15 ON POST MADE OF RAIL SECTION, 4 FEET N OF COAST
 CL0907'SURVEY STEEL WITNESS POST, STANDARD TRI. STA. DISKS STAMPED
 CL0907'CICERO 1917 1964 WITH THE UPPER
 CL0907'MARK FLUSH WITH GROUND AND THE SUBSURFACE MARK 2.380 FEET
 CL0907'(0.7254 METER) LOWER THAN THE UPPER MARK.
 CL0907'
 CL0907'R.M. STAMPED CICERO 1917, PROJECTS 0.2 FOOT, IS
 CL0907'37.77 FEET OR 11.511 METERS NORTHWESTERLY IN APPROXIMATE
 CL0907'(EVIDENTLY NOW TILTED) N 57 DEG 14 MIN W FROM STATION,
 CL0907'38 FEET W OF W RAIL OF DOUBLE TRACKS ON CURVE, 2.7 FEET LOWER THAN
 CL0907'TOP OF SAME, 26 FEET W OF PROJECTED LINE OF W RAIL FROM N, AT TOP
 CL0907'OF SHORT SLOPE UP FROM SW WHICH SUGGESTS AN OLD TRACK FILL
 CL0907'LOCATION, 3.5 FEET E OF 6-INCH TWIN WATER OAKS, AND 1.6 FEET
 CL0907'SW OF STEEL WITNESS POST.
 CL0907'
 CL0907'ALL OF THE MARKS ARE ALSO BENCH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2352 ***********************************************************************
 DG2352  DESIGNATION -  CINDER
 DG2352  PID         -  DG2352
 DG2352  STATE/COUNTY-  GA/FULTON
 DG2352  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2352
 DG2352                         *CURRENT SURVEY CONTROL
 DG2352  ___________________________________________________________________
 DG2352* NAD 83(1994)-  33 47 12.88310(N)    084 22 14.71207(W)     ADJUSTED  
 DG2352* NAVD 88     -       263.613  (meters)     864.87   (feet)  POSTED    
 DG2352  ___________________________________________________________________
 DG2352  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DG2352  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DG2352  DYNAMIC HT  -         263.320 (meters)     863.91  (feet)  COMP
 DG2352  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 DG2352
 DG2352  HORZ ORDER  -  FIRST
 DG2352  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DG2352
 DG2352.The horizontal coordinates were established by classical geodetic methods
 DG2352.and adjusted by the National Geodetic Survey in September 1997..
 DG2352
 DG2352.The orthometric height was determined by differential leveling
 DG2352.and adjusted by the National Geodetic Survey in 1992..
 DG2352.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DG2352.rate of 2.1 thru 3.0 mm/km.
 DG2352
 DG2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2352
 DG2352.The geoid height was determined by GEOID03.
 DG2352
 DG2352.The dynamic height is computed by dividing the NAVD 88
 DG2352.geopotential number by the normal gravity value computed on the
 DG2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2352.degrees latitude (g = 980.6199 gals.).
 DG2352
 DG2352.The modeled gravity was interpolated from observed gravity values.
 DG2352
 DG2352;                    North         East     Units Scale Factor Converg.
 DG2352;SPC GA W     -   419,888.949   681,100.421   MT  0.99990440   -0 06 48.6
 DG2352;SPC GA W     - 1,377,585.66  2,234,576.96   sFT  0.99990440   -0 06 48.6
 DG2352;UTM  16      - 3,741,637.145   743,442.680   MT  1.00033066   +1 27 46.3
 DG2352
 DG2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2352!SPC GA W     -   0.99996325  x   0.99990440  =   0.99986766
 DG2352!UTM  16      -   0.99996325  x   1.00033066  =   1.00029390
 DG2352
 DG2352:                Primary Azimuth Mark                     Grid Az
 DG2352:SPC GA W     -  POWER                                    006 18 46.9
 DG2352:UTM  16      -  POWER                                    004 44 12.0
 DG2352
 DG2352|---------------------------------------------------------------------|
 DG2352| PID    Reference Object                     Distance      Geod. Az  |
 DG2352|                                                           dddmmss.s |
 DG2352| DG0290 POWER                               APPROX. 0.6 KM 0061158.3 |
 DG2352| DG2351 FILL                                165.408 METERS 18342     |
 DG2352|---------------------------------------------------------------------|
 DG2352
 DG2352                          SUPERSEDED SURVEY CONTROL
 DG2352
 DG2352  NAD 83(1986)-  33 47 12.88920(N)    084 22 14.71175(W) AD(       ) 1
 DG2352  NAD 27      -  33 47 12.51200(N)    084 22 14.98200(W) AD(       ) 1
 DG2352
 DG2352.Superseded values are not recommended for survey control.
 DG2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2352.See file dsdata.txt to determine how the superseded data were derived.
 DG2352
 DG2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4344341637(NAD 83)
 DG2352_MARKER: Z = SEE DESCRIPTION
 DG2352_SETTING: 0 = UNSPECIFIED SETTING
 DG2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2352
 DG2352  HISTORY     - Date     Condition        Report By
 DG2352  HISTORY     - 1927     MONUMENTED       CGS
 DG2352  HISTORY     - 1952     MARK NOT FOUND   CGS
 DG2352
 DG2352                          STATION DESCRIPTION
 DG2352
 DG2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG2352'ONLY THE ELEVATION AND CITY-OF-ATLANTA COORDINATES OF THIS
 DG2352'MARK WERE AVAILABLE, AND THESE DATA COULD BE FOUND ONLY IN
 DG2352'THE BOOKLET OF DESCRIPTIONS ISSUED BY THE CONSTRUCTION DEPARTMENT
 DG2352'OF THE SAID CITY.  NO EVIDENCE OF THE MARK WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3926 ***********************************************************************
 DF3926  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3926  DESIGNATION -  CITY OF ROME COOP CORS ARP
 DF3926  CORS_ID     -  CORG
 DF3926  PID         -  DF3926
 DF3926  STATE/COUNTY-  GA/FLOYD
 DF3926  USGS QUAD   -  ROME NORTH (1985)
 DF3926
 DF3926                         *CURRENT SURVEY CONTROL
 DF3926  ___________________________________________________________________
 DF3926* NAD 83(CORS)-  34 16 11.50058(N)    085 09 44.23370(W)     ADJUSTED  
 DF3926* NAVD 88     -                                                        
 DF3926  ___________________________________________________________________
 DF3926  EPOCH DATE  -        2002.00
 DF3926  X           -     444,998.911 (meters)                     COMP
 DF3926  Y           -  -5,257,844.401 (meters)                     COMP
 DF3926  Z           -   3,571,347.187 (meters)                     COMP
 DF3926  ELLIP HEIGHT-         219.26  (meters)          (02/??/03) GPS OBS
 DF3926  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF3926
 DF3926  HORZ ORDER  -  SPECIAL (CORS)
 DF3926  ELLP ORDER  -  SPECIAL (CORS)
 DF3926
 DF3926.ITRF positions are available for this station.
 DF3926.The coordinates were established by GPS observations
 DF3926.and adjusted by the National Geodetic Survey in February 2003..
 DF3926.The coordinates are valid at the epoch date displayed above.
 DF3926.The epoch date for horizontal control is a decimal equivalence
 DF3926.of Year/Month/Day.
 DF3926
 DF3926
 DF3926.The PID for the CORS L1 Phase Center is DF3927.
 DF3926
 DF3926.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3926
 DF3926.The ellipsoidal height was determined by GPS observations
 DF3926.and is referenced to NAD 83.
 DF3926
 DF3926.The geoid height was determined by GEOID03.
 DF3926
 DF3926;                    North         East     Units Scale Factor Converg.
 DF3926;SPC GA W     -   473,883.575   608,319.169   MT  1.00000358   -0 33 38.4
 DF3926;SPC GA W     - 1,554,733.03  1,995,793.81   sFT  1.00000358   -0 33 38.4
 DF3926
 DF3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3926!SPC GA W     -   0.99996558  x   1.00000358  =   0.99996916
 DF3926
 DF3926                          SUPERSEDED SURVEY CONTROL
 DF3926
 DF3926.No superseded survey control is available for this station.
 DF3926
 DF3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6918193606(NAD 83)
 DF3926_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF3926
 DF3926                          STATION DESCRIPTION
 DF3926
 DF3926'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF3926'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF3926'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF3926'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF3926'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF3926'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3927 ***********************************************************************
 DF3927  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3927  DESIGNATION -  CITY OF ROME COOP CORS L1 PHASE CENTER
 DF3927  CORS_ID     -  CORG
 DF3927  PID         -  DF3927
 DF3927  STATE/COUNTY-  GA/FLOYD
 DF3927  USGS QUAD   -  ROME NORTH (1985)
 DF3927
 DF3927                         *CURRENT SURVEY CONTROL
 DF3927  ___________________________________________________________________
 DF3927* NAD 83(CORS)-  34 16 11.50059(N)    085 09 44.23371(W)     ADJUSTED  
 DF3927* NAVD 88     -                                                        
 DF3927  ___________________________________________________________________
 DF3927  EPOCH DATE  -        2002.00
 DF3927  X           -     444,998.919 (meters)                     COMP
 DF3927  Y           -  -5,257,844.491 (meters)                     COMP
 DF3927  Z           -   3,571,347.249 (meters)                     COMP
 DF3927  ELLIP HEIGHT-         219.37  (meters)          (02/??/03) GPS OBS
 DF3927  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DF3927
 DF3927  HORZ ORDER  -  SPECIAL (CORS)
 DF3927  ELLP ORDER  -  SPECIAL (CORS)
 DF3927
 DF3927.ITRF positions are available for this station.
 DF3927.The coordinates were established by GPS observations
 DF3927.and adjusted by the National Geodetic Survey in February 2003..
 DF3927.The coordinates are valid at the epoch date displayed above.
 DF3927.The epoch date for horizontal control is a decimal equivalence
 DF3927.of Year/Month/Day.
 DF3927
 DF3927
 DF3927.The PID for the CORS ARP is DF3926.
 DF3927
 DF3927.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3927
 DF3927.The ellipsoidal height was determined by GPS observations
 DF3927.and is referenced to NAD 83.
 DF3927
 DF3927.The geoid height was determined by GEOID03.
 DF3927
 DF3927;                    North         East     Units Scale Factor Converg.
 DF3927;SPC GA W     -   473,883.575   608,319.168   MT  1.00000358   -0 33 38.4
 DF3927;SPC GA W     - 1,554,733.03  1,995,793.80   sFT  1.00000358   -0 33 38.4
 DF3927
 DF3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3927!SPC GA W     -   0.99996556  x   1.00000358  =   0.99996914
 DF3927
 DF3927                          SUPERSEDED SURVEY CONTROL
 DF3927
 DF3927.No superseded survey control is available for this station.
 DF3927
 DF3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC6918193606(NAD 83)
 DF3927_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF3927
 DF3927                          STATION DESCRIPTION
 DF3927
 DF3927'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF3927'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF3927'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF3927'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF3927'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF3927'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS0480 ***********************************************************************
 BS0480  DESIGNATION -  CITY=Z 13
 BS0480  PID         -  BS0480
 BS0480  STATE/COUNTY-  GA/TELFAIR
 BS0480  USGS QUAD   -  LUMBER CITY (1988)
 BS0480
 BS0480                         *CURRENT SURVEY CONTROL
 BS0480  ___________________________________________________________________
 BS0480* NAD 83(1994)-  31 56 59.04837(N)    082 41 30.88948(W)     ADJUSTED  
 BS0480* NAVD 88     -        34.756  (meters)     114.03   (feet)  POSTED    
 BS0480  ___________________________________________________________________
 BS0480  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 BS0480  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BS0480  DYNAMIC HT  -          34.720 (meters)     113.91  (feet)  COMP
 BS0480  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 BS0480
 BS0480  HORZ ORDER  -  FIRST
 BS0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BS0480
 BS0480.The horizontal coordinates were established by classical geodetic methods
 BS0480.and adjusted by the National Geodetic Survey in September 1997..
 BS0480
 BS0480.The orthometric height was determined by differential leveling
 BS0480.and adjusted by the National Geodetic Survey in 1992..
 BS0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BS0480.rate of 0.0 thru 1.0 mm/km.
 BS0480
 BS0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS0480
 BS0480.The geoid height was determined by GEOID03.
 BS0480
 BS0480.The dynamic height is computed by dividing the NAVD 88
 BS0480.geopotential number by the normal gravity value computed on the
 BS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BS0480.degrees latitude (g = 980.6199 gals.).
 BS0480
 BS0480.The modeled gravity was interpolated from observed gravity values.
 BS0480
 BS0480;                    North         East     Units Scale Factor Converg.
 BS0480;SPC GA E     -   216,264.231   150,345.354   MT  0.99993040   -0 16 40.6
 BS0480;SPC GA E     -   709,526.90    493,258.05   sFT  0.99993040   -0 16 40.6
 BS0480;UTM  17      - 3,536,113.896   340,092.279   MT  0.99991536   -0 53 43.8
 BS0480
 BS0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS0480!SPC GA E     -   0.99999895  x   0.99993040  =   0.99992935
 BS0480!UTM  17      -   0.99999895  x   0.99991536  =   0.99991431
 BS0480
 BS0480:                Primary Azimuth Mark                     Grid Az
 BS0480:SPC GA E     -  LUMBER=Y 13                              154 51 41.6
 BS0480:UTM  17      -  LUMBER=Y 13                              155 28 44.8
 BS0480
 BS0480|---------------------------------------------------------------------|
 BS0480| PID    Reference Object                     Distance      Geod. Az  |
 BS0480|                                                           dddmmss.s |
 BS0480| BS0478 LUMBER=Y 13                         APPROX. 1.9 KM 1543501.0 |
 BS0480| CW4792 CITY RM                                            30842     |
 BS0480|---------------------------------------------------------------------|
 BS0480
 BS0480                          SUPERSEDED SURVEY CONTROL
 BS0480
 BS0480  NAD 83(1986)-  31 56 59.05051(N)    082 41 30.88690(W) AD(       ) 1
 BS0480  NAD 27      -  31 56 58.40700(N)    082 41 31.38400(W) AD(       ) 1
 BS0480
 BS0480.Superseded values are not recommended for survey control.
 BS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS0480.See file dsdata.txt to determine how the superseded data were derived.
 BS0480
 BS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR4009236114(NAD 83)
 BS0480_MARKER: DS = TRIANGULATION STATION DISK
 BS0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS0480
 BS0480  HISTORY     - Date     Condition        Report By
 BS0480  HISTORY     - 1917     MONUMENTED       CGS
 BS0480  HISTORY     - 1922     GOOD             CGS
 BS0480  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BS0480
 BS0480                          STATION DESCRIPTION
 BS0480
 BS0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 BS0480'ABOUT 1-1/2 MILES NORTH OF LUMBER CITY, ON RIGHT SIDE OF
 BS0480'TRACKS OF SOUTHERN RAILWAY, 10 RAILS NORTHWEST OF TRESTLE
 BS0480'333.6H, 4 RAILS SOUTH OF CROSSING WHISTLE BOARD, ON WEST
 BS0480'TANGENT OF NORTH RAIL AND EAST TANGENT OF SOUTH RAIL, AND
 BS0480'3.73 METERS (12.2 FEET) FROM RIGHT RAIL.  SURFACE MARK IS
 BS0480'STANDARD DISK IN CONCRETE.  UNDERGROUND MARK IS
 BS0480'NAIL IN CONCRETE.  REFERENCE MARK IS LARGE NAIL
 BS0480'IN SQUARE CONCRETE POST, 17.86 METERS (58.6 FEET) FROM STATION
 BS0480'IN GRID AZIMUTH 128 DEG 59 MIN.
 BS0480
 BS0480                          STATION RECOVERY (1968)
 BS0480
 BS0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 BS0480'STATION MARK FOUND OUT OF THE GROUND AND DESTROYED.  REFERENCE
 BS0480'MARK WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5129 ***********************************************************************
 AI5129  SACS        -  This is a Secondary Airport Control Station.
 AI5129  DESIGNATION -  CKF A
 AI5129  PID         -  AI5129
 AI5129  STATE/COUNTY-  GA/CRISP
 AI5129  USGS QUAD   -  CORDELE (1987)
 AI5129
 AI5129                         *CURRENT SURVEY CONTROL
 AI5129  ___________________________________________________________________
 AI5129* NAD 83(1994)-  31 59 09.75592(N)    083 46 45.62088(W)     ADJUSTED  
 AI5129* NAVD 88     -        92.98   (meters)     305.1    (feet)  GPS OBS   
 AI5129  ___________________________________________________________________
 AI5129  X           -     586,750.571 (meters)                     COMP
 AI5129  Y           -  -5,383,050.813 (meters)                     COMP
 AI5129  Z           -   3,359,153.873 (meters)                     COMP
 AI5129  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AI5129  ELLIP HEIGHT-          66.05  (meters)          (04/24/00) GPS OBS
 AI5129  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AI5129
 AI5129  HORZ ORDER  -  FIRST
 AI5129  ELLP ORDER  -  FOURTH    CLASS II
 AI5129
 AI5129.This mark is at Crisp Co-Cordele Airport (CKF)
 AI5129
 AI5129.The horizontal coordinates were established by GPS observations
 AI5129.and adjusted by the National Geodetic Survey in April 2000..
 AI5129
 AI5129.The orthometric height was determined by GPS observations and a
 AI5129.high-resolution geoid model.
 AI5129
 AI5129.GPS derived orthometric heights for airport stations designated as
 AI5129.PACS or SACS are published to 2 decimal places.  This maintains
 AI5129.centimeter relative accuracy between the PACS and SACS.  It does
 AI5129.not indicate centimeter accuracy relative to other marks which are
 AI5129.part of the NAVD 88 network.
 AI5129
 AI5129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5129
 AI5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5129
 AI5129.The ellipsoidal height was determined by GPS observations
 AI5129.and is referenced to NAD 83.
 AI5129
 AI5129.The geoid height was determined by GEOID03.
 AI5129
 AI5129;                    North         East     Units Scale Factor Converg.
 AI5129;SPC GA W     -   220,234.941   736,601.801   MT  0.99991652   +0 12 18.6
 AI5129;SPC GA W     -   722,554.14  2,416,667.74   sFT  0.99991652   +0 12 18.6
 AI5129;UTM  17      - 3,542,264.280   237,391.273   MT  1.00045059   -1 28 23.1
 AI5129
 AI5129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5129!SPC GA W     -   0.99998963  x   0.99991652  =   0.99990615
 AI5129!UTM  17      -   0.99998963  x   1.00045059  =   1.00044021
 AI5129
 AI5129:                Primary Azimuth Mark                     Grid Az
 AI5129:SPC GA W     -  CRISP                                    055 37 24.7
 AI5129:UTM  17      -  CRISP                                    057 18 06.4
 AI5129
 AI5129|---------------------------------------------------------------------|
 AI5129| PID    Reference Object                     Distance      Geod. Az  |
 AI5129|                                                           dddmmss.s |
 AI5129| BS1685 CRISP                               APPROX. 0.5 KM 0554943.3 |
 AI5129|---------------------------------------------------------------------|
 AI5129
 AI5129                          SUPERSEDED SURVEY CONTROL
 AI5129
 AI5129.No superseded survey control is available for this station.
 AI5129
 AI5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKR3739142264(NAD 83)
 AI5129_MARKER: DD = SURVEY DISK
 AI5129_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5129_SP_SET: CONCRETE AND STEEL DRAIN
 AI5129_STAMPING: CKF A 1998
 AI5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5129+STABILITY: SURFACE MOTION
 AI5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5129+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5129
 AI5129  HISTORY     - Date     Condition        Report By
 AI5129  HISTORY     - 1998     MONUMENTED       NGS
 AI5129
 AI5129                          STATION DESCRIPTION
 AI5129
 AI5129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AI5129'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHEAST OF DOWNTOWN
 AI5129'CORDELE,1.6 KM NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 AI5129'STATE HIGHWAY 257, AT THE CRISP COUNTY-CORDELE AIRPORT, IN THE
 AI5129'SOUTHWEST PART OF THE AIRFIELD, BETWEEN THE PARALLEL TAXI FOR RUNWAY
 AI5129'9-27 AND THE OVERUN FOR RUNWAY END 4.  OWNERSHIP--CRISP COUNTY.
 AI5129'AIRPORT MANAGER IS DUB COOPER, 1701 2ND STREET NORTH, CORDELE, GA
 AI5129'31015.  PHONE 912-273-3124.  TO REACH FROM THE JUNCTION OF INTERSTATE
 AI5129'HIGHWAY 75 AND STATE HIGHWAY 257 (EXIT 34) , GO WEST ON THE PAVED ROAD
 AI5129'(WHICH BECOMES EAST 8TH AVENUE) FOR 1.9 KM (1.20 MI) TO THE NATIONAL
 AI5129'GUARD ARMORY ON THE LEFT.  CONTINUE WEST ON EAST 8TH AVENUE FOR 0.2 KM
 AI5129'(0.10 MI) TO A CROSSROAD.  TURN RIGHT, NORTH, ON NORTH 2ND STREET FOR
 AI5129'1.5 KM (0.95 MI) TO ROAD END AT A GATE.  PASS THROUGH THE GATE, THEN
 AI5129'TURN LEFT, NORTH, ACROSS THE APRON AND ALONG A TAXI FOR 0.1 KM (0.05
 AI5129'MI) TO THE PARALLEL TAXI FOR RUNWAY 9-27.  TURN LEFT, WEST, ALONG THE
 AI5129'TAXI FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION
 AI5129'IS A SURVEY DISK SET NEAR THE SOUTH CORNER OF A 1.0 M (3.3 FT) X 0.8 M
 AI5129'(2.6 FT) CONCRETE AND STEEL DRAIN RECESSED 5 CM BELOW THE GROUND.  IT
 AI5129'IS 58.7 M (192.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4, 51.1
 AI5129'M (167.7 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVED RUNWAY
 AI5129'SHOULDER, 46.7 M (153.2 FT) SOUTH OF THE EXTENSION OF THE PARALLEL
 AI5129'TAXI BEFORE IT CURVES TO THE SOUTHWEST, 33.1 M (108.6 FT)
 AI5129'NORTH-NORTHWEST OF THE CENTER OF THE PARALLEL TAXI, 0.7 M (2.3 FT)
 AI5129'SOUTH OF THE CENTER OF THE DRAIN, 0.07 M (0.23 FT) NORTH OF THE SOUTH
 AI5129'CORNER OF THE CONCRETE, AND 0.25 M (0.82 FT) WEST OF A FIBERGLASS
 AI5129'WITNESS POST.  THIS STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT
 AI5129'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1655 ***********************************************************************
 BE1655  DESIGNATION -  CL 44 F USE
 BE1655  PID         -  BE1655
 BE1655  STATE/COUNTY-  GA/SEMINOLE
 BE1655  USGS QUAD   -  FAIRCHILD (1994)
 BE1655
 BE1655                         *CURRENT SURVEY CONTROL
 BE1655  ___________________________________________________________________
 BE1655* NAD 83(1986)-  30 48 23.     (N)    084 54 23.     (W)     SCALED    
 BE1655* NAVD 88     -        30.409  (meters)      99.77   (feet)  ADJUSTED  
 BE1655  ___________________________________________________________________
 BE1655  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BE1655  DYNAMIC HT  -          30.370 (meters)      99.64  (feet)  COMP
 BE1655  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BE1655
 BE1655  VERT ORDER  -  SECOND    CLASS 0
 BE1655
 BE1655.The horizontal coordinates were scaled from a topographic map and have
 BE1655.an estimated accuracy of +/- 6 seconds.
 BE1655
 BE1655.The orthometric height was determined by differential leveling
 BE1655.and adjusted by the National Geodetic Survey in June 1991..
 BE1655
 BE1655.The geoid height was determined by GEOID03.
 BE1655
 BE1655.The dynamic height is computed by dividing the NAVD 88
 BE1655.geopotential number by the normal gravity value computed on the
 BE1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1655.degrees latitude (g = 980.6199 gals.).
 BE1655
 BE1655.The modeled gravity was interpolated from observed gravity values.
 BE1655
 BE1655;                    North         East    Units  Estimated Accuracy
 BE1655;SPC GA W     -    89,620.      629,220.      MT  (+/- 180 meters Scaled)
 BE1655
 BE1655                          SUPERSEDED SURVEY CONTROL
 BE1655
 BE1655  NGVD 29 (??/??/92)   30.55   (m)          100.2    (f) COMPUTED    2 0
 BE1655
 BE1655.Superseded values are not recommended for survey control.
 BE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1655.See file dsdata.txt to determine how the superseded data were derived.
 BE1655
 BE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV002100(NAD 83)
 BE1655_MARKER: DD = SURVEY DISK
 BE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BE1655_STAMPING: CL 44 F 1949
 BE1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1655+STABILITY: SURFACE MOTION
 BE1655
 BE1655  HISTORY     - Date     Condition        Report By
 BE1655  HISTORY     - 1949     MONUMENTED       DOD
 BE1655  HISTORY     - 1952     GOOD             NGS
 BE1655
 BE1655                          STATION DESCRIPTION
 BE1655
 BE1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BE1655'16.5 MI SW FROM DONALSONVILLE.
 BE1655'ABOUT 15.2 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 BE1655'OF STATE HIGHWAY 91 AT DONALSONVILLE TO THE SOUTH END OF BLACK
 BE1655'TOP AND A CROSSROAD, THENCE ABOUT 1.3 MILES WEST ALONG A GRADED
 BE1655'ROAD, ABOUT 118 YARDS NORTHEAST OF THE JUNCTION OF A ROAD NORTH
 BE1655'AT ABANDONED VILLAGE OF DRAKES STILL, AT THE JUNCTION OF A DRIVE
 BE1655'SOUTHEAST TO A HOUSE, 20 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 BE1655'39 FEET NORTHEAST OF CENTER LINE OF DRIVE, 32 FEET NORTH OF A
 BE1655'TRIANGULAR BLAZED 10-INCH OAK TREE, 15 1/2 FEET WEST-NORTHWEST
 BE1655'OF A TRIANGULAR BLAZED 8-INCH OAK TREE, 37 1/2 FEET WEST-SOUTHWEST
 BE1655'OF A TRIANGULAR BLAZED 8-INCH OAK TREE, 1 FOOT NORTHEAST OF A
 BE1655'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 BE1655'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE1656 ***********************************************************************
 BE1656  DESIGNATION -  CL 44 F USE RESET 1958
 BE1656  PID         -  BE1656
 BE1656  STATE/COUNTY-  GA/SEMINOLE
 BE1656  USGS QUAD   -  FAIRCHILD (1994)
 BE1656
 BE1656                         *CURRENT SURVEY CONTROL
 BE1656  ___________________________________________________________________
 BE1656* NAD 83(1986)-  30 48 23.     (N)    084 54 23.     (W)     SCALED    
 BE1656* NAVD 88     -        30.54   (meters)     100.2    (feet)  RESET     
 BE1656  ___________________________________________________________________
 BE1656  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BE1656
 BE1656  VERT ORDER  -  THIRD
 BE1656
 BE1656.The horizontal coordinates were scaled from a topographic map and have
 BE1656.an estimated accuracy of +/- 6 seconds.
 BE1656
 BE1656.The orthometric height was computed from unverified reset data.
 BE1656.No vertical observational check was made to the station.
 BE1656
 BE1656.The geoid height was determined by GEOID03.
 BE1656
 BE1656;                    North         East    Units  Estimated Accuracy
 BE1656;SPC GA W     -    89,620.      629,220.      MT  (+/- 180 meters Scaled)
 BE1656
 BE1656                          SUPERSEDED SURVEY CONTROL
 BE1656
 BE1656  NGVD 29 (??/??/??)   30.93   (m)          101.5    (f) RESET       3  
 BE1656
 BE1656.Superseded values are not recommended for survey control.
 BE1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1656.See file dsdata.txt to determine how the superseded data were derived.
 BE1656
 BE1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV002100(NAD 83)
 BE1656_MARKER: DD = SURVEY DISK
 BE1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1656_SP_SET: OAK TREE
 BE1656_STAMPING: CL 44 F
 BE1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1656
 BE1656  HISTORY     - Date     Condition        Report By
 BE1656  HISTORY     - 1958     MONUMENTED       DOD
 BE1656  HISTORY     - 1958     GOOD             NGS
 BE1656
 BE1656                          STATION DESCRIPTION
 BE1656
 BE1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BE1656'16.5 MI SW FROM DONALSONVILLE.
 BE1656'15.2 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 BE1656'STATE HIGHWAY 91 AT DONALSONVILLE TO THE SOUTH END OF BLACK
 BE1656'TOP AND CROSSROAD, THENCE ABOUT 1.3 MILES WEST ALONG A GRADED
 BE1656'ROAD, ABOUT 118 YARDS NORTHEAST OF THE JUNCTION OF A ROAD NORTH
 BE1656'AT ABANDONED VILLAGE OF DRAKES STILL, AT THE JUNCTION OF A DRIVE
 BE1656'SOUTHEAST TO A HOUSE, 20 FEET SOUTHEAST OF CENTER LINE OF
 BE1656'ROAD, 39 FEET NORTHEAST OF CENTER LINE OF DRIVE, 32 FEET NORTH
 BE1656'OF A TRIANGULAR BLAZED 10-INCH OAK TREE, 15 1/2 FEET
 BE1656'WEST-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH OAK TREE, 1 FOOT
 BE1656'NORTHEAST OF A WHITE WOODEN WITNESS POST, THEN S 37  50 FT E,
 BE1656'20.00 FEET FROM THE ABOVE LOCATION WHICH IS FOR CL 44 F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1455 ***********************************************************************
 DF1455  DESIGNATION -  CLAIR
 DF1455  PID         -  DF1455
 DF1455  STATE/COUNTY-  GA/BURKE
 DF1455  USGS QUAD   -  KEYSVILLE (1950)
 DF1455
 DF1455                         *CURRENT SURVEY CONTROL
 DF1455  ___________________________________________________________________
 DF1455* NAD 83(1994)-  33 08 37.23879(N)    082 12 06.28059(W)     ADJUSTED  
 DF1455* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 DF1455  ___________________________________________________________________
 DF1455  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DF1455  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DF1455
 DF1455  HORZ ORDER  -  SECOND
 DF1455
 DF1455.The horizontal coordinates were established by classical geodetic methods
 DF1455.and adjusted by the National Geodetic Survey in September 1997..
 DF1455
 DF1455.The orthometric height was scaled from a topographic map.
 DF1455
 DF1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1455
 DF1455.The geoid height was determined by GEOID03.
 DF1455
 DF1455;                    North         East     Units Scale Factor Converg.
 DF1455;SPC GA E     -   348,534.988   196,727.504   MT  0.99990013   -0 01 09.0
 DF1455;SPC GA E     - 1,143,485.21    645,430.15   sFT  0.99990013   -0 01 09.0
 DF1455;UTM  17      - 3,667,857.938   387,917.001   MT  0.99975489   -0 39 25.6
 DF1455
 DF1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1455!SPC GA E     -   0.99998583  x   0.99990013  =   0.99988596
 DF1455!UTM  17      -   0.99998583  x   0.99975489  =   0.99974072
 DF1455
 DF1455|---------------------------------------------------------------------|
 DF1455| PID    Reference Object                     Distance      Geod. Az  |
 DF1455|                                                           dddmmss.s |
 DF1455| DF3009 CLAIR RM 1                          173.977 METERS 00147     |
 DF1455| DF3010 CLAIR RM 2                          149.008 METERS 09414     |
 DF1455| DF3008 CLAIR AZ MK                                        0975007.7 |
 DF1455|---------------------------------------------------------------------|
 DF1455
 DF1455                          SUPERSEDED SURVEY CONTROL
 DF1455
 DF1455  NAD 83(1986)-  33 08 37.24329(N)    082 12 06.27687(W) AD(       ) 2
 DF1455  NAD 27      -  33 08 36.71200(N)    082 12 06.83700(W) AD(       ) 2
 DF1455
 DF1455.Superseded values are not recommended for survey control.
 DF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1455.See file dsdata.txt to determine how the superseded data were derived.
 DF1455
 DF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8791767858(NAD 83)
 DF1455_MARKER: DS = TRIANGULATION STATION DISK
 DF1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1455
 DF1455  HISTORY     - Date     Condition        Report By
 DF1455  HISTORY     - 1935     MONUMENTED       CGS
 DF1455  HISTORY     - 1954     MARK NOT FOUND   CGS
 DF1455
 DF1455                          STATION DESCRIPTION
 DF1455
 DF1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1455'ABOUT 15.5 MILES NORTHEAST OF LOUISVILLE, ABOUT 1.0 MILE
 DF1455'EAST-SOUTHEAST OF ST. CLAIR, NEAR HIGHEST POINT OF CULTIVATED FIELD,
 DF1455'ON EXTENSION OF PATH RUNNING ALONG DIM TERRACE, ON PROPERTY
 DF1455'BELONGING TO JIM HILL OF GOUGH, 570 FEET SOUTHWEST OF SOUTH EDGE
 DF1455'OF WOODED AREA, ABOUT 150 YARDS WEST-SOUTHWEST OF TRIANGULAR PLOT
 DF1455'OF GROUND CONTAINING SMALL TREES, 21.4 FEET SOUTH OF CENTER LINE OF
 DF1455'DIM FIELD ROAD.  TO REACH FROM POST OFFICE AT WAYNESBORO, FOLLOW
 DF1455'STATE HIGHWAY 24 NORTH FOR 0.4 MILE AND TURN LEFT FOR 0.15 MILE TO
 DF1455'CROSS ROAD.  TURN RIGHT ON DIRT ROAD AND GO 11.1 MILES TO T-ROAD.
 DF1455'TURN LEFT AND GO 0.6 MILE TO CABIN ON LEFT AND DIM FIELD T-ROAD.
 DF1455'TURN RIGHT AND GO 0.2 MILE TO WEST END OF FIELD ROAD AND STATION
 DF1455'ON LEFT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 DF1455'CONCRETE.  UPPER MARK IS ABOUT 12 INCHES BELOW
 DF1455'SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 DF1455'IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 6
 DF1455'INCHES, IS ALONG SOUTH EDGE OF WOODED AREA, 12 YARDS EAST OF WEST
 DF1455'TIP OF WOODS, 10 YARDS SOUTH OF DOUBLE GUM TREE AND 570.79 FEET
 DF1455'NORTH-NORTHEAST OF STATION N 1 DEG 47 MIN E.  NO. 2
 DF1455'PROJECTS ABOUT 5 INCHES, IS 3 YARDS SOUTH OF CENTER LINE OF DIM
 DF1455'FIELD ROAD AND 488.87 FEET EAST OF STATION S 85 DEG 46 MIN E.
 DF1455'AZIMUTH MARK IS AT SOUTHWEST CORNER OF CULTIVATED
 DF1455'FIELD, 11 YARDS NORTH-NORTHEAST OF NORTHWEST CORNER OF CABIN NOW
 DF1455'OCCUPIED BY AZLENE BOSTICK, 8 YARDS EAST OF CENTER LINE
 DF1455'OF ROAD AND 0.2 MILE EAST OF STATION S 82 DEG 10 MIN E.
 DF1455
 DF1455                          STATION RECOVERY (1954)
 DF1455
 DF1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WHB)
 DF1455'RECOVERED ONLY THE AZIMUTH MARK, AND IT APPARENTLY IS UNDISTURBED. IF
 DF1455'THE REFERENCE MARKS ARE COVERED AS IT SEEMS SINCE THEY WERE NOT
 DF1455'SEEN, THE ORIGINAL DESCRIPTION IS NOW INADEQUATE FOR ANY BUT
 DF1455'COORDINATE SURVEY RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2757 ***********************************************************************
 DG2757  DESIGNATION -  CLAIR
 DG2757  PID         -  DG2757
 DG2757  STATE/COUNTY-  GA/DE KALB
 DG2757  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG2757
 DG2757                         *CURRENT SURVEY CONTROL
 DG2757  ___________________________________________________________________
 DG2757* NAD 83(1994)-  33 47 53.72101(N)    084 18 20.91066(W)     ADJUSTED  
 DG2757* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 DG2757  ___________________________________________________________________
 DG2757  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DG2757  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 DG2757
 DG2757  HORZ ORDER  -  SECOND
 DG2757
 DG2757.The horizontal coordinates were established by classical geodetic methods
 DG2757.and adjusted by the National Geodetic Survey in September 1997..
 DG2757
 DG2757.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG2757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG2757
 DG2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2757
 DG2757.The geoid height was determined by GEOID03.
 DG2757
 DG2757;                    North         East     Units Scale Factor Converg.
 DG2757;SPC GA W     -   421,137.053   687,116.384   MT  0.99990205   -0 04 38.6
 DG2757;SPC GA W     - 1,381,680.48  2,254,314.34   sFT  0.99990205   -0 04 38.6
 DG2757;UTM  16      - 3,743,050.927   749,424.690   MT  1.00036702   +1 29 58.1
 DG2757
 DG2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2757!SPC GA W     -   0.99995140  x   0.99990205  =   0.99985346
 DG2757!UTM  16      -   0.99995140  x   1.00036702  =   1.00031841
 DG2757
 DG2757:                Primary Azimuth Mark                     Grid Az
 DG2757:SPC GA W     -  B 20                                     003 12 09.9
 DG2757:UTM  16      -  B 20                                     001 37 33.2
 DG2757
 DG2757|---------------------------------------------------------------------|
 DG2757| PID    Reference Object                     Distance      Geod. Az  |
 DG2757|                                                           dddmmss.s |
 DG2757| DG0076 B 20                                APPROX. 0.6 KM 0030731.3 |
 DG2757| CY9769 CLAIR RM 2                           16.034 METERS 09604     |
 DG2757| CY9770 CLAIR RM 3                            7.158 METERS 14246     |
 DG2757| CY9768 CLAIR RM 1                            9.921 METERS 19030     |
 DG2757| DG2795 ATLANTA TV STA WTCG TOWER           APPROX. 7.9 KM 2571537.8 |
 DG2757|---------------------------------------------------------------------|
 DG2757
 DG2757                          SUPERSEDED SURVEY CONTROL
 DG2757
 DG2757  NAD 83(1986)-  33 47 53.72542(N)    084 18 20.91098(W) AD(       ) 2
 DG2757  NAD 27      -  33 47 53.35322(N)    084 18 21.18835(W) AD(       ) 2
 DG2757  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 DG2757
 DG2757.Superseded values are not recommended for survey control.
 DG2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2757.See file dsdata.txt to determine how the superseded data were derived.
 DG2757
 DG2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4942543051(NAD 83)
 DG2757_MARKER: DD = SURVEY DISK
 DG2757_SETTING: 0 = UNSPECIFIED SETTING
 DG2757
 DG2757  HISTORY     - Date     Condition        Report By
 DG2757  HISTORY     - 1973     MONUMENTED       MARTA
 DG2757
 DG2757                          STATION DESCRIPTION
 DG2757
 DG2757'DESCRIBED BY METRO ATLANTA RTA 1973
 DG2757'SET A STD. MARTA BRASS DISC EPOXIED ON THE ROOF TOP OF 1501
 DG2757'CLAIRMONT DRIVE.  TO REACH THIS STATION YOU MUST BE ACCOMPANIED
 DG2757'BY A BUILDING EMPLOYEE.  TAKE ELEVATOR TO THE 20TH FLOOR, WALK
 DG2757'ONE FLIGHT TO ROOF, CLIMB LADDER TO BOILER ROOM ROOF.  MONUMENT
 DG2757'IS LOCATED AT THE NW CORNER OF ROOF, 3.3 FT S. OF EDGE AND 3.4 FT
 DG2757'E. OF EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1465 ***********************************************************************
 DF1465  DESIGNATION -  CLAIR 2
 DF1465  PID         -  DF1465
 DF1465  STATE/COUNTY-  GA/BURKE
 DF1465  USGS QUAD   -  KEYSVILLE (1950)
 DF1465
 DF1465                         *CURRENT SURVEY CONTROL
 DF1465  ___________________________________________________________________
 DF1465* NAD 83(1994)-  33 08 38.76537(N)    082 12 03.67547(W)     ADJUSTED  
 DF1465* NAVD 88     -       117.8    (meters)     386.     (feet)  VERTCON   
 DF1465  ___________________________________________________________________
 DF1465  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DF1465  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DF1465
 DF1465  HORZ ORDER  -  FIRST
 DF1465
 DF1465.The horizontal coordinates were established by classical geodetic methods
 DF1465.and adjusted by the National Geodetic Survey in September 1997..
 DF1465
 DF1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1465
 DF1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1465
 DF1465.The geoid height was determined by GEOID03.
 DF1465
 DF1465;                    North         East     Units Scale Factor Converg.
 DF1465;SPC GA E     -   348,581.992   196,795.030   MT  0.99990013   -0 01 07.6
 DF1465;SPC GA E     - 1,143,639.42    645,651.69   sFT  0.99990013   -0 01 07.6
 DF1465;UTM  17      - 3,667,904.180   387,985.036   MT  0.99975470   -0 39 24.2
 DF1465
 DF1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1465!SPC GA E     -   0.99998614  x   0.99990013  =   0.99988627
 DF1465!UTM  17      -   0.99998614  x   0.99975470  =   0.99974085
 DF1465
 DF1465|---------------------------------------------------------------------|
 DF1465| PID    Reference Object                     Distance      Geod. Az  |
 DF1465|                                                           dddmmss.s |
 DF1465| DF3011 CLAIR 2 RM 3                         22.622 METERS 05825     |
 DF1465| DF1464 CLAIR 2 AZ MK                       456.645 METERS 1275218.6 |
 DF1465| DF3012 CLAIR 2 RM 4                         22.716 METERS 29800     |
 DF1465|---------------------------------------------------------------------|
 DF1465
 DF1465                          SUPERSEDED SURVEY CONTROL
 DF1465
 DF1465  NAD 83(1986)-  33 08 38.76983(N)    082 12 03.67180(W) AD(       ) 1
 DF1465  NAD 27      -  33 08 38.23950(N)    082 12 04.23509(W) AD(       ) 1
 DF1465  NGVD 29 (07/19/86)  118.0    (m)          387.     (f) VERT ANG       
 DF1465
 DF1465.Superseded values are not recommended for survey control.
 DF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1465.See file dsdata.txt to determine how the superseded data were derived.
 DF1465
 DF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8798567904(NAD 83)
 DF1465_MARKER: DS = TRIANGULATION STATION DISK
 DF1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1465
 DF1465  HISTORY     - Date     Condition        Report By
 DF1465  HISTORY     - 1980     MONUMENTED       GADT
 DF1465
 DF1465                          STATION DESCRIPTION
 DF1465
 DF1465'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1465'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) SOUTHEAST OF
 DF1465'MATTHEWS, 12.8 KM (8 MI) NORTH-NORTHEAST OF VIDETTE, AND
 DF1465'17 KM (10-1/2 MI) WEST-NORTHWEST OF WAYNESBORO.
 DF1465'OWNERSHIP--MR. J.B. WALDEN.  TELEPHONE NUMBER 554-5930.
 DF1465'
 DF1465'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 80 AND 305,
 DF1465'ABOUT 11.5 KM (7 MI) SOUTHEAST OF MATTHEWS, GO SOUTHEAST ALONG
 DF1465'STATE ROUTE 80 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A DIRT ROAD
 DF1465'TO THE LEFT WITH A SIGN POSTED W.B. WALDEN.  TURN LEFT GOING
 DF1465'EASTERLY ALONG THE DIRT ROAD AND NEXT TO THE EDGE OF A FIELD FOR
 DF1465'1.2 KM (0.75 MI) TO THE WOODS LINE (FROM THIS POINT CONTINUE
 DF1465'ALONG THE WOODS ROAD TO MR WALDENS HOUSE).  TURN RIGHT GOING
 DF1465'SOUTHEASTERLY AROUND THE EDGE OF THE FIELD FOR 0.5 KM (0.3 MI) TO
 DF1465'THE JUNCTION OF A FIELD ROAD TO THE RIGHT RUNNING SOUTH BETWEEN
 DF1465'TWO FIELDS.  CONTINUE GOING EASTERLY ALONG THE EDGE OF THE WOODS
 DF1465'FOR 0.15 KM (0.1 MI) TO THE STATION.
 DF1465'
 DF1465'THE STATION IS A STANDARD NGS DISK
 DF1465'STAMPED---CLAIR 2 1980---,
 DF1465'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1465'FLUSH WITH GROUND.  IT IS LOCATED
 DF1465'12.34 METERS (40.50 FT) EAST-NORTHEAST FROM A DOUBLE TRUNK TREE,
 DF1465'6.55 METERS (21.5 FT) NORTH FROM THE EDGE OF THE CULTIVATED FIELD,
 DF1465'1.37 METERS (4.5 FT) NORTHWEST FROM A WITNESS POST, AND
 DF1465'98.10 METERS (322 FT) WEST FROM THE SOUTHEAST EDGE OF THE WOODS.
 DF1465'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 DF1465'STAMPED---CLAIR 2 1980---,
 DF1465'SET INTO AN IRREGULAR MASS OF CONCRETE .95 METERS BELOW THE SURFACE.
 DF1465'
 DF1465'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 DF1465'STAMPED---CLAIR 2 NO 3 1980---,
 DF1465'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1465'FLUSH WITH GROUND.  IT IS LOCATED
 DF1465'21.6 METERS (71.00 FT) NORTH FROM THE EDGE OF THE CULTIVATED
 DF1465'FIELD,
 DF1465'22.3 METERS (73.20 FT) NORTHEAST FROM A WITNESS POST,
 DF1465'2.4 METERS (8.00 FT) EAST FROM A 10 INCH PINE TREE, AND
 DF1465'85.30 METERS (280 FT) WEST FROM THE SOUTHEAST CORNER OF THE WOODS,
 DF1465'MARK IS LEVEL WITH STATION.
 DF1465'
 DF1465'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 DF1465'STAMPED---CLAIR 2 NO 4 1980---,
 DF1465'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1465'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1465'14.6 METERS (48.00 FT) NORTH FROM THE EDGE OF THE CULTIVATED
 DF1465'FIELD,
 DF1465'24.40 METERS (80.00 FT) WEST-NORTHWEST FROM A WITNESS POST,
 DF1465'15.39 METERS (50.5 FT) NORTHWEST FROM A DOUBLE TRUNK TREE, AND
 DF1465'122.50 METERS (402.0 FT) WEST FROM THE SOUTHEAST EDGE OF THE
 DF1465'WOODS.
 DF1465'MARK IS LEVEL WITH STATION.
 DF1465'
 DF1465'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 DF1465'STAMPED---CLAIR 2 1980---,
 DF1465'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1465'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1465'4.26 METERS (14.00 FT) SOUTH FROM EDGE OF CULTIVATED FIELD,
 DF1465'1.04 METERS (3.400 FT) NORTHWEST FROM A WITNESS POST,
 DF1465'26.82 METERS (88.00 FT) WEST FROM THE CORNER OF THE WOODS, AND
 DF1465'113.08 METERS (371.0 FT) EAST FROM THE CENTERLINE OF THE ROAD.
 DF1465'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ACROSS
 DF1465'THE FIELD FOR 0.4 KM (0.25 MI) TO A DIRT ROAD, CROSS THE DIRT
 DF1465'ROAD GOING EAST ALONG THE EDGE OF THE WOODS FOR 0.08 KM (0.05 MI)
 DF1465'TO THE MARK ON THE RIGHT.
 DF1465'
 DF1465'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 DF1465'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1465'COUNTY GA.  1975.  REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1464 ***********************************************************************
 DF1464  DESIGNATION -  CLAIR 2 AZ MK
 DF1464  PID         -  DF1464
 DF1464  STATE/COUNTY-  GA/BURKE
 DF1464  USGS QUAD   -  KEYSVILLE (1950)
 DF1464
 DF1464                         *CURRENT SURVEY CONTROL
 DF1464  ___________________________________________________________________
 DF1464* NAD 83(1994)-  33 08 29.66564(N)    082 11 49.76723(W)     ADJUSTED  
 DF1464* NAVD 88     -       113.9    (meters)     374.     (feet)  VERTCON   
 DF1464  ___________________________________________________________________
 DF1464  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 DF1464  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 DF1464
 DF1464  HORZ ORDER  -  SECOND
 DF1464
 DF1464.The horizontal coordinates were established by classical geodetic methods
 DF1464.and adjusted by the National Geodetic Survey in September 1997..
 DF1464
 DF1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1464
 DF1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1464
 DF1464.The geoid height was determined by GEOID03.
 DF1464
 DF1464;                    North         East     Units Scale Factor Converg.
 DF1464;SPC GA E     -   348,301.568   197,155.372   MT  0.99990010   -0 01 00.0
 DF1464;SPC GA E     - 1,142,719.39    646,833.92   sFT  0.99990010   -0 01 00.0
 DF1464;UTM  17      - 3,667,619.804   388,342.181   MT  0.99975372   -0 39 16.4
 DF1464
 DF1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1464!SPC GA E     -   0.99998676  x   0.99990010  =   0.99988686
 DF1464!UTM  17      -   0.99998676  x   0.99975372  =   0.99974048
 DF1464
 DF1464                          SUPERSEDED SURVEY CONTROL
 DF1464
 DF1464  NAD 83(1986)-  33 08 29.67010(N)    082 11 49.76358(W) AD(       ) 2
 DF1464  NAD 27      -  33 08 29.13956(N)    082 11 50.32724(W) AD(       ) 2
 DF1464  NGVD 29 (07/19/86)  114.1    (m)          374.     (f) VERT ANG       
 DF1464
 DF1464.Superseded values are not recommended for survey control.
 DF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1464.See file dsdata.txt to determine how the superseded data were derived.
 DF1464
 DF1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS8834267620(NAD 83)
 DF1464_MARKER: DZ = AZIMUTH MARK DISK
 DF1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1464+STABILITY: SURFACE MOTION
 DF1464
 DF1464  HISTORY     - Date     Condition        Report By
 DF1464  HISTORY     - 1980     MONUMENTED       GADT
 DF1464
 DF1464                          STATION DESCRIPTION
 DF1464
 DF1464'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1464'THE STATION IS LOCATED ABOUT 13.2 KM (8-1/4 MI) SOUTHEAST OF
 DF1464'MATTHEWS, 12.5 KM (7-3/4 MI) NORTH-NORTHEAST OF VIDETTE, AND
 DF1464'18.5 KM (11-1/2 MI) WEST-NORTHWEST OF WAYNESBORO.
 DF1464'OWNERSHIP--MR. J.B. WALDEN.  TELEPHONE NUMBER 554-5930.
 DF1464'
 DF1464'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 80 AND 305,
 DF1464'ABOUT 11.5 KM (7 MI) SOUTHEAST OF MATTHEWS, GO SOUTHEAST ALONG
 DF1464'STATE ROUTE 80 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF A DIRT ROAD
 DF1464'TO THE LEFT WITH A SIGN POSTED W.B. WALDEN.  TURN LEFT GOING
 DF1464'EASTERLY ALONG THE DIRT ROAD AND NEXT TO THE EDGE OF A FIELD FOR
 DF1464'1.2 KM (0.75 MI) TO THE WOODS LINE (CONTINUE ALONG THE WOODS ROAD
 DF1464'TO MR WALDENS HOUSE).  TURN RIGHT GOING SOUTHEASTERLY
 DF1464'AROUND THE EDGE OF THE FIELD FOR 0.5 KM (0.3 MI) TO THE JUNCTION
 DF1464'OF A FIELD ROAD TO THE RIGHT RUNNING SOUTH BETWEEN TWO FIELDS.
 DF1464'CONTINUE GOING EASTERLY ALONG THE EDGE OF THE WOODS FOR 0.15 KM
 DF1464'(0.1 MI) TO THE SOUTHEAST CORNER OF WOODS.  FROM THIS POINT,
 DF1464'PROCEED SOUTHEAST ACROSS THE FIELD FOR 0.4 KM (0.25 MI) TO
 DF1464'A DIRT ROAD.  CROSS THE DIRT ROAD GOING EAST ALONG THE EDGE
 DF1464'OF WOODS FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DF1464'
 DF1464'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 DF1464'STAMPED---CLAIR 2 1980---,
 DF1464'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 DF1464'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 DF1464'4.26 METERS (14.00 FT) SOUTH FROM EDGE OF CULTIVATED FIELD,
 DF1464'1.04 METERS (3.400 FT) NORTHWEST FROM A WITNESS POST,
 DF1464'26.82 METERS (88.00 FT) WEST FROM THE CORNER OF THE WOODS, AND
 DF1464'113.08 METERS (371.0 FT) EAST FROM THE CENTERLINE OF THE ROAD.
 DF1464'
 DF1464'COUNTY ROAD NUMBERS OBTAINED FROM--GENERAL HIGHWAY MAP BURKE
 DF1464'COUNTY GA.  1975.  REVISED AUGUST 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR1271 ***********************************************************************
 BR1271  DESIGNATION -  CLAM
 BR1271  PID         -  BR1271
 BR1271  STATE/COUNTY-  GA/GLYNN
 BR1271  USGS QUAD   -  JEKYLL ISLAND (1993)
 BR1271
 BR1271                         *CURRENT SURVEY CONTROL
 BR1271  ___________________________________________________________________
 BR1271* NAD 83(1994)-  31 07 14.15460(N)    081 24 46.73142(W)     ADJUSTED  
 BR1271* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BR1271  ___________________________________________________________________
 BR1271  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BR1271  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 BR1271
 BR1271  HORZ ORDER  -  THIRD
 BR1271
 BR1271.The horizontal coordinates were established by classical geodetic methods
 BR1271.and adjusted by the National Geodetic Survey in September 1997..
 BR1271
 BR1271.The orthometric height was scaled from a topographic map.
 BR1271
 BR1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BR1271
 BR1271.The geoid height was determined by GEOID03.
 BR1271
 BR1271;                    North         East     Units Scale Factor Converg.
 BR1271;SPC GA E     -   124,463.683   271,883.237   MT  0.99996372   +0 23 22.4
 BR1271;SPC GA E     -   408,344.60    892,003.59   sFT  0.99996372   +0 23 22.4
 BR1271;UTM  17      - 3,443,040.747   460,623.879   MT  0.99961912   -0 12 48.4
 BR1271
 BR1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BR1271!SPC GA E     -   1.00000413  x   0.99996372  =   0.99996785
 BR1271!UTM  17      -   1.00000413  x   0.99961912  =   0.99962324
 BR1271
 BR1271:                Primary Azimuth Mark                     Grid Az
 BR1271:SPC GA E     -  ST SIMONS IS LH                          050 36 30.3
 BR1271:UTM  17      -  ST SIMONS IS LH                          051 12 41.1
 BR1271
 BR1271|---------------------------------------------------------------------|
 BR1271| PID    Reference Object                     Distance      Geod. Az  |
 BR1271|                                                           dddmmss.s |
 BR1271| BR1348 ST SIMONS IS LH                     APPROX. 2.4 KM 0505952.7 |
 BR1271| CW4793 CLAM RM 1                            25.641 METERS 07130     |
 BR1271| CW4794 CLAM RM 2                            29.385 METERS 15555     |
 BR1271|---------------------------------------------------------------------|
 BR1271
 BR1271                          SUPERSEDED SURVEY CONTROL
 BR1271
 BR1271  NAD 83(1986)-  31 07 14.16610(N)    081 24 46.73428(W) AD(       ) 3
 BR1271  NAD 27      -  31 07 13.34000(N)    081 24 47.39500(W) AD(       ) 3
 BR1271
 BR1271.Superseded values are not recommended for survey control.
 BR1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR1271.See file dsdata.txt to determine how the superseded data were derived.
 BR1271
 BR1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ6062443041(NAD 83)
 BR1271_MARKER: DS = TRIANGULATION STATION DISK
 BR1271_SETTING: 0 = UNSPECIFIED SETTING
 BR1271
 BR1271  HISTORY     - Date     Condition        Report By
 BR1271  HISTORY     - 1954     MONUMENTED       CGS
 BR1271  HISTORY     - 1957     MARK NOT FOUND   USGS
 BR1271  HISTORY     - 1965     MARK NOT FOUND   CGS
 BR1271
 BR1271                          STATION DESCRIPTION
 BR1271
 BR1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HJS)
 BR1271'STATION IS LOCATED BACK 5 FT. FROM THE EDGE OF THE BANK
 BR1271'AT THE N END OF JEKYLL ISLAND OVERLOOKING ST. SIMON SOUND.
 BR1271'IT IS A STANDARD STATION DISK, STAMPED CLAM 1954 AND SET IN
 BR1271'A CONCRETE-FILLED PIECE OF 8-IN. TERRA COTTA PIPE PROJECTING
 BR1271'ABOUT 2 IN. ABOVE GROUND.  IT IS 50 YDS. W OF A SMALL STREAM
 BR1271'WHICH IS AT THE W END OF A CLEARING AND CAN BE BEST REACHED
 BR1271'BY A SKIFF.
 BR1271'
 BR1271'REFERENCE MARK 1 IS IN A SMALL CLUMP OF TREES, 4 M. BACK
 BR1271'FROM THE BANK.  IT IS A STANDARD REFERENCE-MARK DISK, SET
 BR1271'SIMILARLY TO THE STATION MARK.
 BR1271'
 BR1271'REFERENCE MARK 2 IS IN A WOODS, ABOUT 32 M. IN FROM THE EDGE
 BR1271'OF THE BANK.  IT IS A STANDARD REFERENCE-MARK DISK, SET
 BR1271'SIMILARLY TO THE STATION MARK.
 BR1271
 BR1271                          STATION RECOVERY (1957)
 BR1271
 BR1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BR1271'STATION NOT FOUND.  BANK IS WASHING AWAY RAPIDLY AND IT IS
 BR1271'BELIEVED STATION HAS BEEN WASHED OUT.
 BR1271
 BR1271                          STATION RECOVERY (1965)
 BR1271
 BR1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 BR1271'LOST.  A THOROUGH SEARCH WAS MADE BY 3 MEN BUT NO TRACE
 BR1271'OF THE STATION OR R.M.S COULD BE FOUND.  THE ISLAND IS WASHING
 BR1271'AWAY IN THIS AREA AND THE STATION IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BR0563 ***********************************************************************
 BR0563  DESIGNATION -  CLAPP RM 1
 BR0563  PID         -  BR0563
 BR0563  STATE/COUNTY-  GA/MCINTOSH
 BR0563  USGS QUAD   -  SEABROOK (1979)
 BR0563
 BR0563                         *CURRENT SURVEY CONTROL
 BR0563  ___________________________________________________________________
 BR0563* NAD 83(1986)-  31 38 28.     (N)    081 15 18.     (W)     SCALED    
 BR0563* NAVD 88     -         4.427  (meters)      14.52   (feet)  ADJUSTED  
 BR0563  ___________________________________________________________________
 BR0563  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 BR0563  DYNAMIC HT  -           4.421 (meters)      14.50  (feet)  COMP
 BR0563  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 BR0563
 BR0563  VERT ORDER  -  FIRST     CLASS II
 BR0563
 BR0563.The horizontal coordinates were scaled from a topographic map and have
 BR0563.an estimated accuracy of +/- 6 seconds.
 BR0563
 BR0563.The orthometric height was determined by differential leveling
 BR0563.and adjusted by the National Geodetic Survey in June 1991..
 BR0563
 BR0563.The geoid height was determined by GEOID03.
 BR0563
 BR0563.The dynamic height is computed by dividing the NAVD 88
 BR0563.geopotential number by the normal gravity value computed on the
 BR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BR0563.degrees latitude (g = 980.6199 gals.).
 BR0563
 BR0563.The modeled gravity was interpolated from observed gravity values.
 BR0563
 BR0563;                    North         East    Units  Estimated Accuracy
 BR0563;SPC GA E     -   182,290.      286,470.      MT  (+/- 180 meters Scaled)
 BR0563
 BR0563                          SUPERSEDED SURVEY CONTROL
 BR0563
 BR0563  NGVD 29 (??/??/92)    4.734  (m)           15.53   (f) ADJ UNCH    1 2
 BR0563
 BR0563.Superseded values are not recommended for survey control.
 BR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BR0563.See file dsdata.txt to determine how the superseded data were derived.
 BR0563
 BR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMR758006(NAD 83)
 BR0563_MARKER: DR = REFERENCE MARK DISK
 BR0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BR0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BR0563_STAMPING: CLAPP RM NO 1
 BR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BR0563+STABILITY: SURFACE MOTION
 BR0563
 BR0563  HISTORY     - Date     Condition        Report By
 BR0563  HISTORY     - 1932     MONUMENTED       CGS
 BR0563  HISTORY     - 1956     GOOD             NGS
 BR0563
 BR0563                          STATION DESCRIPTION
 BR0563
 BR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BR0563'9.6 MI NE FROM SOUTH NEWPORT.
 BR0563'ABOUT 7.4 MILES EAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 BR0563'U.S. HIGHWAY 17 AT SOUTH NEWPORT, THENCE ABOUT 0.75 MILE NORTH AND
 BR0563'EAST ALONG A BLACK TOP ROAD, THENCE ABOUT 1.3 MILES NORTH AND
 BR0563'NORTHEAST ALONG A BLACK TOP ROAD, THENCE, ABOUT 0.1 MILE NORTH
 BR0563'AND NORTH ALONG A CIRCULAR DRIVE AT THE EXTREME NORTHEAST EDGE OF
 BR0563'HARRIS NECK U.S. NAVAL OUTLYING FIELD, ABOUT 100 YARDS SOUTHWEST
 BR0563'OF SOUTHWEST BANK OF SOUTH NEWPORT RIVER, ABOUT 45 YARDS NORTHWEST
 BR0563'OF NORTHWEST EDGE OF A MARSH, ABOUT 0.15 MILE EAST OF OLD PLANTATION
 BR0563'HEADQUARTERS BUILDING (OCCUPIED IN 1956 BY A HUNTING CLUB), 108
 BR0563'FEET EAST OF CENTER LINE OF CIRCULAR DRIVE, 8 1/2 FEET NORTH OF A
 BR0563'36-INCH PINE TREE, ABOUT 85 YARDS EAST AND ACROSS DRIVE FROM SOUTH
 BR0563'CORNER OF A SMALL CONCRETE BLOCK BUILDING WHICH IS BUILT ON A LARGE
 BR0563'ABANDONED CONCRETE FOUNDATION, 137 FEET EAST-NORTHEAST AND ACROSS
 BR0563'DRIVE FROM NORTHEAST CORNER OF A 2 1/2 FOOT CONCRETE CATCH BASIN,
 BR0563'84 1/2 FEET NORTHEAST OF A 2 1/2 FOOT MAN HOLE COVER, AND SET IN THE
 BR0563'TOP OF CONCRETE POST 2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1941 ***********************************************************************
 DF1941  DESIGNATION -  CLARK
 DF1941  PID         -  DF1941
 DF1941  STATE/COUNTY-  GA/WILKES
 DF1941  USGS QUAD   -  JACKSONS CROSSROADS (1970)
 DF1941
 DF1941                         *CURRENT SURVEY CONTROL
 DF1941  ___________________________________________________________________
 DF1941* NAD 83(1994)-  33 53 57.35068(N)    082 50 36.10490(W)     ADJUSTED  
 DF1941* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 DF1941  ___________________________________________________________________
 DF1941  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DF1941  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF1941
 DF1941  HORZ ORDER  -  FIRST
 DF1941
 DF1941.The horizontal coordinates were established by classical geodetic methods
 DF1941.and adjusted by the National Geodetic Survey in September 1997..
 DF1941
 DF1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1941
 DF1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1941
 DF1941.The geoid height was determined by GEOID03.
 DF1941
 DF1941;                    North         East     Units Scale Factor Converg.
 DF1941;SPC GA E     -   432,537.162   137,415.608   MT  0.99994827   -0 22 38.7
 DF1941;SPC GA E     - 1,419,082.34    450,837.71   sFT  0.99994827   -0 22 38.7
 DF1941;UTM  17      - 3,752,516.183   329,557.587   MT  0.99995813   -1 01 42.1
 DF1941
 DF1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1941!SPC GA E     -   0.99997659  x   0.99994827  =   0.99992486
 DF1941!UTM  17      -   0.99997659  x   0.99995813  =   0.99993472
 DF1941
 DF1941|---------------------------------------------------------------------|
 DF1941| PID    Reference Object                     Distance      Geod. Az  |
 DF1941|                                                           dddmmss.s |
 DF1941| DF1940 CLARK 1976 AZ MK PTA                300.097 METERS 01803     |
 DF1941| DF1939 CLARK 1976 AZ MK                    310.665 METERS 02010     |
 DF1941| DF1834 TIGNALL MUN TANK                    APPROX.10.1 KM 1104639.6 |
 DF1941| DF1836 BROWN                               APPROX.10.8 KM 1224912.6 |
 DF1941| DF1837 TIGNALL COUNTY LOT                  APPROX.10.8 KM 1244806.7 |
 DF1941| DF3013 CLARK RM 1                           21.758 METERS 23801     |
 DF1941| DF3014 CLARK RM 2                           22.692 METERS 35031     |
 DF1941|---------------------------------------------------------------------|
 DF1941
 DF1941                          SUPERSEDED SURVEY CONTROL
 DF1941
 DF1941  NAD 83(1986)-  33 53 57.35799(N)    082 50 36.10387(W) AD(       ) 1
 DF1941  NAD 27      -  33 53 56.93143(N)    082 50 36.58672(W) AD(       ) 1
 DF1941  NGVD 29 (07/19/86)  178.2    (m)          585.     (f) VERT ANG       
 DF1941
 DF1941.Superseded values are not recommended for survey control.
 DF1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1941.See file dsdata.txt to determine how the superseded data were derived.
 DF1941
 DF1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2955852516(NAD 83)
 DF1941_MARKER: DS = TRIANGULATION STATION DISK
 DF1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1941
 DF1941  HISTORY     - Date     Condition        Report By
 DF1941  HISTORY     - 1976     MONUMENTED       NGS
 DF1941
 DF1941                          STATION DESCRIPTION
 DF1941
 DF1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1941'THE STATION IS LOCATED 8-3/4 MILES NORTH-NORTHEAST OF RAYLE,
 DF1941'6-1/4 MILES WEST-NORTHWEST OF TIGNALL AND 1/2 MILE NORTH OF THE
 DF1941'SMALL COMMUNITY OF JACKSONS CROSSROADS AND ON PROPERTY OWNED BY
 DF1941'THE CONTINENTAL CAN COMPANY.
 DF1941'
 DF1941'TO REACH THE STATION FROM THE POST OFFICE IN TIGNALL GO NORTH ON
 DF1941'STATE HIGHWAY 17 FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 DF1941'WEST ON A PAVED ROAD FOR 5.3 MILES TO A BRIDGE.  CONTINUE WEST ON
 DF1941'PAVED ROAD FOR 2.1 MILES TO A GRAVEL SIDE ROAD RIGHT, JUST BEFORE
 DF1941'REACHING JACKSONS CROSSROADS.  TURN RIGHT ON GRAVEL ROAD AND GO
 DF1941'NORTH FOR 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DF1941'
 DF1941'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON THE
 DF1941'GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 DF1941'
 DF1941'STATION MARKS ARE STANDARD DISKS STAMPED CLARK 1975.  THE SURFACE
 DF1941'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1941'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 115 FEET
 DF1941'NORTH-NORTHEAST OF A 24 INCH OAK TREE, 25 FEET SOUTHEAST OF THE
 DF1941'CENTER OF THE GRAVEL ROAD, 22.6 FEET SOUTH-SOUTHWEST OF A 8 INCH
 DF1941'OAK TREE AND 4.5 FEET NORTHWEST OF A WITNESS POST.  THE
 DF1941'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DF1941'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF1941'
 DF1941'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1975, IS SET
 DF1941'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DF1941'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET NORTH OF THE
 DF1941'24 INCH OAK TREE, 13 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 DF1941'ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1.6 FEET EAST-SOUTHEAST
 DF1941'OF A FENCE.
 DF1941'
 DF1941'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1975, IS SET
 DF1941'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DF1941'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET NORTH-NORTHWEST
 DF1941'OF THE 8 INCH OAK TREE, 16 FEET WEST-NORTHWEST OF THE CENTER OF
 DF1941'THE GRAVEL ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT
 DF1941'EAST-SOUTHEAST OF THE FENCE.
 DF1941'
 DF1941'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARK AZ
 DF1941'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1941'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET
 DF1941'WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF A
 DF1941'WITNESS POST AND 1 FOOT EAST-SOUTHEAST OF THE FENCE.
 DF1941'
 DF1941'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1564 ***********************************************************************
 CM1564  DESIGNATION -  CLARK
 CM1564  PID         -  CM1564
 CM1564  STATE/COUNTY-  GA/TAYLOR
 CM1564  USGS QUAD   -  BUTLER WEST (1985)
 CM1564
 CM1564                         *CURRENT SURVEY CONTROL
 CM1564  ___________________________________________________________________
 CM1564* NAD 83(1994)-  32 35 17.94032(N)    084 20 47.60378(W)     ADJUSTED  
 CM1564* NAVD 88     -       196.4    (meters)     644.     (feet)  VERTCON   
 CM1564  ___________________________________________________________________
 CM1564  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CM1564  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CM1564
 CM1564  HORZ ORDER  -  FIRST
 CM1564
 CM1564.The horizontal coordinates were established by classical geodetic methods
 CM1564.and adjusted by the National Geodetic Survey in September 1997..
 CM1564
 CM1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1564
 CM1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1564
 CM1564.The geoid height was determined by GEOID03.
 CM1564
 CM1564;                    North         East     Units Scale Factor Converg.
 CM1564;SPC GA W     -   286,964.223   683,112.745   MT  0.99990352   -0 05 48.8
 CM1564;SPC GA W     -   941,481.79  2,241,179.06   sFT  0.99990352   -0 05 48.8
 CM1564;UTM  16      - 3,608,756.692   749,056.028   MT  1.00036495   +1 25 47.6
 CM1564
 CM1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1564!SPC GA W     -   0.99997334  x   0.99990352  =   0.99987687
 CM1564!UTM  16      -   0.99997334  x   1.00036495  =   1.00033828
 CM1564
 CM1564:                Primary Azimuth Mark                     Grid Az
 CM1564:SPC GA W     -  BUTLER HOMES CORP TANK                   106 04 16.8
 CM1564:UTM  16      -  BUTLER HOMES CORP TANK                   104 32 40.4
 CM1564
 CM1564|---------------------------------------------------------------------|
 CM1564| PID    Reference Object                     Distance      Geod. Az  |
 CM1564|                                                           dddmmss.s |
 CM1564| CM1563 BUTLER HOMES CORP TANK              APPROX. 8.7 KM 1055828.0 |
 CM1564| CY9234 CLARK RM 1                           24.348 METERS 23831     |
 CM1564| CY9236 CLARK RM 3                                         2925211.7 |
 CM1564| CY9235 CLARK RM 2                           25.694 METERS 32752     |
 CM1564|---------------------------------------------------------------------|
 CM1564
 CM1564                          SUPERSEDED SURVEY CONTROL
 CM1564
 CM1564  NAD 83(1986)-  32 35 17.94534(N)    084 20 47.60282(W) AD(       ) 1
 CM1564  NAD 27      -  32 35 17.43190(N)    084 20 47.90064(W) AD(       ) 1
 CM1564  NGVD 29 (07/19/86)  196.5    (m)          645.     (f) VERT ANG       
 CM1564
 CM1564.Superseded values are not recommended for survey control.
 CM1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1564.See file dsdata.txt to determine how the superseded data were derived.
 CM1564
 CM1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGB4905608757(NAD 83)
 CM1564_MARKER: DS = TRIANGULATION STATION DISK
 CM1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM1564
 CM1564  HISTORY     - Date     Condition        Report By
 CM1564  HISTORY     - 1974     MONUMENTED       NGS
 CM1564
 CM1564                          STATION DESCRIPTION
 CM1564
 CM1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LHW)
 CM1564'THE STATION IS LOCATED ABOUT 6.75 MILES WEST-NORTHWEST OF BUTLER,
 CM1564'6.5 MILES EAST OF JUNCTION CITY, 0.1 MILE NORTH OF STATE ROUTE
 CM1564'96, AND ON PROPERTY OWNED AND OCCUPIED BY MRS. CLINTON
 CM1564'CLARK.  TELEPHONE 862-3249.
 CM1564'
 CM1564'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 96, 1
 CM1564'BLOCK WEST OF THE COURTHOUSE IN BUTLER, GO WEST ON HIGHWAY 19
 CM1564'AND ROUTE 96 FOR 0.35 MILE TO A ROAD JUNCTION.  CONTINUE WEST ON
 CM1564'ROUTE 96 FOR 0.85 MILE TO A SAND ROAD ON THE RIGHT AT A SIGN
 CM1564'BUTLER HOMES INC..  CONTINUE WEST ON ROUTE 96 FOR 5.7 MILES TO
 CM1564'A PAVED ROAD ON THE LEFT AND A BLADED ROAD ON THE RIGHT.  TURN
 CM1564'RIGHT, CROSSING RAILROAD TRACKS, AND GO NORTH FOR ABOUT 100
 CM1564'FEET TO A ROAD ON THE RIGHT.  (TO REACH REFERENCE MARK 3,
 CM1564'CONTINUE NORTH FOR 0.15 MILE TO THE MARK ON THE LEFT IN A
 CM1564'FENCE LINE).  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.3 MILE
 CM1564'TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY FOR
 CM1564'0.05 MILE TO THE STATION ON THE RIGHT.
 CM1564'
 CM1564'THE STATION MARKS ARE STANDARD DISKS STAMPED CLARK 1974.  THE
 CM1564'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 CM1564'WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 86 FEET
 CM1564'SOUTH-SOUTHEAST OF A METAL WITNESS POST, 81 FEET EAST OF A METAL
 CM1564'WITNESS POST AND 59.5 FEET EAST-SOUTHEAST OF A FENCE.  THE
 CM1564'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CM1564'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 CM1564'
 CM1564'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1974, IS SET
 CM1564'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 CM1564'FLUSH WITH THE GROUND SURFACE.  IT IS 9 FEET WEST-SOUTHWEST OF
 CM1564'THE ROAD CENTER, 1.2 FEET NORTHEAST OF THE WITNESS POST AND 0.7
 CM1564'FOOT EAST OF THE FENCE.
 CM1564'
 CM1564'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1974, IS SET
 CM1564'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 CM1564'FLUSH WITH THE GROUND SURFACE.  IT IS 9 FEET WEST-SOUTHWEST OF THE
 CM1564'ROAD CENTER, 1.6 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST
 CM1564'OF THE FENCE.
 CM1564'
 CM1564'REFERENCE MARK 3, A STANDARD DISK STAMPED AZ CLARK NO 3 1974, IS
 CM1564'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CM1564'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 11 FEET WEST OF
 CM1564'THE ROAD CENTER, 1 FOOT NORTH OF A METAL WITNESS POST AND 1
 CM1564'FOOT EAST OF THE FENCE.
 CM1564'
 CM1564'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1765 ***********************************************************************
 CM1765  DESIGNATION -  CLARK
 CM1765  PID         -  CM1765
 CM1765  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1765  USGS QUAD   -  GLEN ALTA (1983)
 CM1765
 CM1765                         *CURRENT SURVEY CONTROL
 CM1765  ___________________________________________________________________
 CM1765* NAD 83(1994)-  32 18 31.51248(N)    084 43 52.83349(W)     ADJUSTED  
 CM1765* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 CM1765  ___________________________________________________________________
 CM1765  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CM1765  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CM1765
 CM1765  HORZ ORDER  -  FIRST
 CM1765
 CM1765.The horizontal coordinates were established by classical geodetic methods
 CM1765.and adjusted by the National Geodetic Survey in September 1997..
 CM1765
 CM1765.The orthometric height was scaled from a topographic map.
 CM1765
 CM1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1765
 CM1765.The geoid height was determined by GEOID03.
 CM1765
 CM1765;                    North         East     Units Scale Factor Converg.
 CM1765;SPC GA W     -   256,091.011   646,826.518   MT  0.99993486   -0 18 06.5
 CM1765;SPC GA W     -   840,191.93  2,122,130.00   sFT  0.99993486   -0 18 06.5
 CM1765;UTM  16      - 3,576,920.354   713,589.729   MT  1.00016261   +1 12 46.9
 CM1765
 CM1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1765!SPC GA W     -   0.99997478  x   0.99993486  =   0.99990964
 CM1765!UTM  16      -   0.99997478  x   1.00016261  =   1.00013739
 CM1765
 CM1765|---------------------------------------------------------------------|
 CM1765| PID    Reference Object                     Distance      Geod. Az  |
 CM1765|                                                           dddmmss.s |
 CM1765| CY9233 CLARK RM                             28.390 METERS 08140     |
 CM1765| CM1766 MANTA B                             181.287 METERS 10051     |
 CM1765| CM1913 CUSSETA                             APPROX. 3.1 KM 2733534.4 |
 CM1765| CM1764 CLARK A 1917                        337.895 METERS 32033     |
 CM1765|---------------------------------------------------------------------|
 CM1765
 CM1765                          SUPERSEDED SURVEY CONTROL
 CM1765
 CM1765  NAD 83(1994)-  32 18 31.51703(N)    084 43 52.83261(W) AD(       ) 1
 CM1765  NAD 83(1986)-  32 18 31.51822(N)    084 43 52.83283(W) AD(       ) 1
 CM1765  NAD 27      -  32 18 30.97700(N)    084 43 53.10900(W) AD(       ) 1
 CM1765
 CM1765.Superseded values are not recommended for survey control.
 CM1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1765.See file dsdata.txt to determine how the superseded data were derived.
 CM1765
 CM1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1359076920(NAD 83)
 CM1765_MARKER: DS = TRIANGULATION STATION DISK
 CM1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1765
 CM1765  HISTORY     - Date     Condition        Report By
 CM1765  HISTORY     - 1917     MONUMENTED       CGS
 CM1765
 CM1765                          STATION DESCRIPTION
 CM1765
 CM1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1765'ABOUT 3 MILES SOUTH OF CUSSETA, ON THE BILL (BELONGING TO DR. GORDY
 CM1765'OF COLUMBUS) JUST WEST OF THE SEABOARD AIR LINE RAILWAY
 CM1765'RIGHT-OF-WAY, 1/4 MILE NORTH OF MILEPOST 22, ON THE PROLONGATION
 CM1765'OF THE SOUTH TANGENT TO THE CURVE OF THE EAST RAIL.  SURFACE AND
 CM1765'UNDERGROUND MARKS ARE SET.  REFERENCE
 CM1765'MARK, A BOLT IN A CONCRETE MOUND, IS ON THE HIGHEST PART OF THE
 CM1765'HILL, 60 METERS (197 FEET) SOUTHWEST FROM TRACK, 28.39 METERS (93.1
 CM1765'FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3546 ***********************************************************************
 DG3546  DESIGNATION -  CLARK
 DG3546  PID         -  DG3546
 DG3546  STATE/COUNTY-  GA/TROUP
 DG3546  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3546
 DG3546                         *CURRENT SURVEY CONTROL
 DG3546  ___________________________________________________________________
 DG3546* NAD 83(1994)-  33 06 36.09433(N)    085 13 28.07289(W)     ADJUSTED  
 DG3546* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 DG3546  ___________________________________________________________________
 DG3546  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG3546  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 DG3546
 DG3546  HORZ ORDER  -  FIRST
 DG3546
 DG3546.The horizontal coordinates were established by classical geodetic methods
 DG3546.and adjusted by the National Geodetic Survey in September 1997..
 DG3546
 DG3546.The orthometric height was scaled from a topographic map.
 DG3546
 DG3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3546
 DG3546.The geoid height was determined by GEOID03.
 DG3546
 DG3546;                    North         East     Units Scale Factor Converg.
 DG3546;SPC GA W     -   345,300.510   601,275.847   MT  1.00002013   -0 34 40.3
 DG3546;SPC GA W     - 1,132,873.42  1,972,685.84   sFT  1.00002013   -0 34 40.3
 DG3546;SPC AL E     -   289,562.181   256,828.164   MT  0.99999980   +0 19 57.4
 DG3546;UTM  16      - 3,664,887.023   665,667.715   MT  0.99993840   +0 58 12.4
 DG3546
 DG3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3546!SPC GA W     -   0.99996393  x   1.00002013  =   0.99998406
 DG3546!SPC AL E     -   0.99996393  x   0.99999980  =   0.99996373
 DG3546!UTM  16      -   0.99996393  x   0.99993840  =   0.99990233
 DG3546
 DG3546:                Primary Azimuth Mark                     Grid Az
 DG3546:SPC GA W     -  CLARK AZ MK                              034 40 48.2
 DG3546:SPC AL E     -  CLARK AZ MK                              033 46 10.5
 DG3546:UTM  16      -  CLARK AZ MK                              033 07 55.5
 DG3546
 DG3546|---------------------------------------------------------------------|
 DG3546| PID    Reference Object                     Distance      Geod. Az  |
 DG3546|                                                           dddmmss.s |
 DG3546| CY9771 CLARK AZ MK                                        0340607.9 |
 DG3546| DG3555 DENVER                              APPROX.11.3 KM 0420358.8 |
 DG3546| CY9772 CLARK RM 1                           27.381 METERS 10234     |
 DG3546| DG3553 VORTAC LAGRANGE RAD LGC             APPROX. 7.0 KM 1655100.0 |
 DG3546| CY9773 CLARK RM 2                           23.149 METERS 18841     |
 DG3546|---------------------------------------------------------------------|
 DG3546
 DG3546                          SUPERSEDED SURVEY CONTROL
 DG3546
 DG3546  NAD 83(1994)-  33 06 36.09499(N)    085 13 28.07396(W) AD(       ) 1
 DG3546  NAD 83(1986)-  33 06 36.09950(N)    085 13 28.06995(W) AD(       ) 1
 DG3546  NAD 27      -  33 06 35.66200(N)    085 13 28.27200(W) AD(       ) 1
 DG3546
 DG3546.Superseded values are not recommended for survey control.
 DG3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3546.See file dsdata.txt to determine how the superseded data were derived.
 DG3546
 DG3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6566864887(NAD 83)
 DG3546_MARKER: DS = TRIANGULATION STATION DISK
 DG3546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3546
 DG3546  HISTORY     - Date     Condition        Report By
 DG3546  HISTORY     - 1941     MONUMENTED       CGS
 DG3546  HISTORY     - 1954     GOOD             CGS
 DG3546  HISTORY     - 1957     GOOD             CGS
 DG3546  HISTORY     - 1973     GOOD             NGS
 DG3546
 DG3546                          STATION DESCRIPTION
 DG3546
 DG3546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3546'STATION IS LOCATED ON A HIGH PROMINENT RIDGE ABOUT 9 MILES ESE
 DG3546'OF ROANOKE, ALABAMA, AND ABOUT 200 YARDS E OF THE ALABAMA-GEORGIA
 DG3546'STATE LINE.
 DG3546'
 DG3546'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3546'BRONZE DISKS SET IN CONCRETE.
 DG3546'
 DG3546'THE AZIMUTH MARK IS 0.4 MILE E OF THE STONE BUILDING, 35 FEET
 DG3546'N OF THE CENTER OF THE GRADED ROAD.  A 4- BY 4-INCH POST SET AT ALL
 DG3546'MARKS.
 DG3546'
 DG3546'TO REACH THE STATION FROM ROANOKE, GO E FROM THE POST OFFICE
 DG3546'FOR 0.8 MILE, THEN CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 63
 DG3546'FOR 3.0 MILES, THEN TURN RIGHT ON GRADED DIRT ROAD AND GO 1.0
 DG3546'MILE TO FORK, TAKE LEFT FORK AND GO 1.4 MILES TO FORKS, KEEP
 DG3546'TO LEFT AND GO 3.4 MILES TO LEFT FORK JUST AFTER CROSSING
 DG3546'STEEL BRIDGE, TURN LEFT ACROSS SECOND STEEL BRIDGE AND GO 1.1
 DG3546'MILES TO OLD STONE BUILDING ON THE RIGHT, TURN RIGHT AND GO
 DG3546'0.2 MILE TO WOODS ROAD LEADING TO THE RIGHT, FOLLOW WOODS ROAD
 DG3546'ABOUT 100 YARDS THEN BEAR RIGHT TO TOP OF RIDGE AND STATION.
 DG3546'
 DG3546'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DG3546
 DG3546                          STATION RECOVERY (1954)
 DG3546
 DG3546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3546'THE STATION WAS VISITED.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 DG3546'CONSIDERABLE CLEARING IS NEEDED TO MAKE THE AZIMUTH MARK VISIBLE
 DG3546'FROM THE STATION.
 DG3546
 DG3546                          STATION RECOVERY (1957)
 DG3546
 DG3546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 DG3546'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 DG3546'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE PREVIOUS
 DG3546'DESCRIPTION IS ADEQUATE AND COMPLETE.
 DG3546'
 DG3546'A SUN AZIMUTH REVEALED THE INITIAL DIRECTION GIVEN IN THE
 DG3546'ORIGINAL DESCRIPTION SHOULD BE ADAMS 1941 INSTEAD OF PLAINS
 DG3546'1941.
 DG3546
 DG3546                          STATION RECOVERY (1973)
 DG3546
 DG3546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 DG3546'NO SUITABLE LOCATION FOR A DISTANT RM.
 DG3546'
 DG3546'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DG3546'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE MARKS
 DG3546'CHECKED EXCEPT FOR THE FOLLOWING.  THE DISTANCE TO REFERENCE
 DG3546'MARK 1 IS 89.84 FEET, NOT 89.45 AS NOTED IN 1957.  THE AZIMUTH
 DG3546'MARK WAS SEARCHED FOR BUT NOT FOUND.  DUE TO GEOGRAPHIC
 DG3546'CHANGES FOR THE WEST POINT DAM, SOME OF THE MILEAGES WERE
 DG3546'CALCULATED FROM A COUNTY MAP.  A NEW DESCRIPTION FOLLOWS.
 DG3546'
 DG3546'THE STATION IS LOCATED 1.5 MILES SOUTH OF THE HEARD COUNTY
 DG3546'LINE, 0.1 MILE EAST OF THE ALABAMA STATE LINE, ON PROPERTY
 DG3546'OWNED BY BETTY P. NORTHINGTON OF CHARLOTTE, NORTH CAROLINA.
 DG3546'
 DG3546'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE TOWN
 DG3546'SQUARE IN LA GRANGE, GO WEST ON U.S. HIGHWAY 29 AND STATE
 DG3546'HIGHWAY 109 FOR 2.1 MILES TO A FORK.  BEAR RIGHT AND GO
 DG3546'NORTHWEST ON HIGHWAY 109 FOR 2.5 MILES TO A ROAD RIGHT AT THE
 DG3546'TATUM ELEMENTARY SCHOOL.  CONTINUE WESTERLY ON STATE HIGHWAY
 DG3546'701 FOR 7.5 MILES (MAP MILEAGE) TO AN INTERSECTION AT THE
 DG3546'STATE LINE.  TURN RIGHT AND GO NORTH ON STATE LINE ROAD FOR 1
 DG3546'MILE (MAP MILEAGE) TO AN INTERSECTION (STATE HIGHWAY
 DG3546'244).  CONTINUE NORTH ON STATE LINE ROAD FOR 3.1 MILES TO A
 DG3546'DIM WOODS ROAD LEFT, WHICH IS 0.25 MILE BEFORE REACHING A
 DG3546'T-INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON THE
 DG3546'WOODS ROAD FOR 0.2 MILE TO HIGH GROUND AND THE STATION.
 DG3546'
 DG3546'STATION MARKS ARE STANDARD DISKS STAMPED CLARK 1941.  THE
 DG3546'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DG3546'MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 77.5 FEET
 DG3546'NORTH-NORTHEAST OF A METAL WITNESS POST, 35 FEET WEST-NORTHWEST
 DG3546'OF A SMALL TRIPLE-TRUNKED PINE TREE AND 4.0 FEET EAST-SOUTHEAST
 DG3546'OF A METAL WITNESS POST.  THE 1941 DESCRIPTION STATES THAT
 DG3546'THERE IS AN UNDERGROUND DISK.
 DG3546'
 DG3546'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1941, IS
 DG3546'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DG3546'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 93 FEET EAST-SOUTHEAST
 DG3546'OF THE WITNESS POST AT THE STATION, 59 FEET EAST OF THE
 DG3546'TRIPLE-TRUNKED PINE TREE AND 1 FOOT LOWER THAN THE STATION.
 DG3546'
 DG3546'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1941, IS
 DG3546'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DG3546'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 69.5 FEET SOUTHWEST OF
 DG3546'THE TRIPLE-TRUNKED PINE TREE, 1.5 FEET NORTH OF A METAL WITNESS
 DG3546'POST AND 1 FOOT LOWER THAN THE STATION.
 DG3546'
 DG3546'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 DG3546'
 DG3546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3546'12 MILES WEST-NORTHWEST OF LA GRANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1939 ***********************************************************************
 DF1939  DESIGNATION -  CLARK 1976 AZ MK
 DF1939  PID         -  DF1939
 DF1939  STATE/COUNTY-  GA/WILKES
 DF1939  USGS QUAD   -  JACKSONS CROSSROADS (1970)
 DF1939
 DF1939                         *CURRENT SURVEY CONTROL
 DF1939  ___________________________________________________________________
 DF1939* NAD 83(1994)-  33 54 06.81581(N)    082 50 31.93772(W)     ADJUSTED  
 DF1939* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 DF1939  ___________________________________________________________________
 DF1939  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF1939  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF1939
 DF1939  HORZ ORDER  -  SECOND
 DF1939
 DF1939.The horizontal coordinates were established by classical geodetic methods
 DF1939.and adjusted by the National Geodetic Survey in September 1997..
 DF1939
 DF1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1939
 DF1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1939
 DF1939.The geoid height was determined by GEOID03.
 DF1939
 DF1939;                    North         East     Units Scale Factor Converg.
 DF1939;SPC GA E     -   432,828.069   137,524.584   MT  0.99994810   -0 22 36.5
 DF1939;SPC GA E     - 1,420,036.76    451,195.24   sFT  0.99994810   -0 22 36.5
 DF1939;UTM  17      - 3,752,805.835   329,669.862   MT  0.99995766   -1 01 40.0
 DF1939
 DF1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1939!SPC GA E     -   0.99997725  x   0.99994810  =   0.99992535
 DF1939!UTM  17      -   0.99997725  x   0.99995766  =   0.99993491
 DF1939
 DF1939                          SUPERSEDED SURVEY CONTROL
 DF1939
 DF1939  NAD 83(1986)-  33 54 06.82310(N)    082 50 31.93668(W) AD(       ) 2
 DF1939  NAD 27      -  33 54 06.39664(N)    082 50 32.41932(W) AD(       ) 2
 DF1939  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 DF1939
 DF1939.Superseded values are not recommended for survey control.
 DF1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1939.See file dsdata.txt to determine how the superseded data were derived.
 DF1939
 DF1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT2967052806(NAD 83)
 DF1939_MARKER: DR = REFERENCE MARK DISK
 DF1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1939+STABILITY: SURFACE MOTION
 DF1939
 DF1939  HISTORY     - Date     Condition        Report By
 DF1939  HISTORY     - 1976     MONUMENTED       NGS
 DF1939
 DF1939                          STATION DESCRIPTION
 DF1939
 DF1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1939'MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARK AZ 1975, IS
 DF1939'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF1939'IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET WEST-NORTHWEST
 DF1939'OF THE CENTER OF THE GRAVEL ROAD, 2 FEET SOUTH OF A WITNESS POST
 DF1939'AND 1 FOOT EAST-SOUTHEAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1764 ***********************************************************************
 CM1764  DESIGNATION -  CLARK A 1917
 CM1764  PID         -  CM1764
 CM1764  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1764  USGS QUAD   -  GLEN ALTA (1983)
 CM1764
 CM1764                         *CURRENT SURVEY CONTROL
 CM1764  ___________________________________________________________________
 CM1764* NAD 83(1994)-  32 18 39.98249(N)    084 44 01.04137(W)     ADJUSTED  
 CM1764* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 CM1764  ___________________________________________________________________
 CM1764  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CM1764  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1764
 CM1764  HORZ ORDER  -  FIRST
 CM1764
 CM1764.The horizontal coordinates were established by classical geodetic methods
 CM1764.and adjusted by the National Geodetic Survey in September 1997..
 CM1764
 CM1764.The orthometric height was scaled from a topographic map.
 CM1764
 CM1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1764
 CM1764.The geoid height was determined by GEOID03.
 CM1764
 CM1764;                    North         East     Units Scale Factor Converg.
 CM1764;SPC GA W     -   256,353.029   646,613.199   MT  0.99993514   -0 18 11.0
 CM1764;SPC GA W     -   841,051.56  2,121,430.14   sFT  0.99993514   -0 18 11.0
 CM1764;UTM  16      - 3,577,176.699   713,369.508   MT  1.00016145   +1 12 42.7
 CM1764
 CM1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1764!SPC GA W     -   0.99997636  x   0.99993514  =   0.99991150
 CM1764!UTM  16      -   0.99997636  x   1.00016145  =   1.00013780
 CM1764
 CM1764:                Primary Azimuth Mark                     Grid Az
 CM1764:SPC GA W     -  MANTA B                                  127 12 50.8
 CM1764:UTM  16      -  MANTA B                                  125 41 57.1
 CM1764
 CM1764|---------------------------------------------------------------------|
 CM1764| PID    Reference Object                     Distance      Geod. Az  |
 CM1764|                                                           dddmmss.s |
 CM1764| CM1766 MANTA B                             491.221 METERS 1265439.8 |
 CM1764| CM1765 CLARK                               337.895 METERS 14033     |
 CM1764| CM1763 CLARK B                             348.940 METERS 27321     |
 CM1764|---------------------------------------------------------------------|
 CM1764
 CM1764                          SUPERSEDED SURVEY CONTROL
 CM1764
 CM1764  NAD 83(1994)-  32 18 39.98703(N)    084 44 01.04049(W) AD(       ) 1
 CM1764  NAD 83(1986)-  32 18 39.98827(N)    084 44 01.04077(W) AD(       ) 1
 CM1764  NAD 27      -  32 18 39.44800(N)    084 44 01.31700(W) AD(       ) 1
 CM1764
 CM1764.Superseded values are not recommended for survey control.
 CM1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1764.See file dsdata.txt to determine how the superseded data were derived.
 CM1764
 CM1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1337077177(NAD 83)
 CM1764_MARKER: N = NAIL
 CM1764_SETTING: 0 = UNSPECIFIED SETTING
 CM1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1764
 CM1764  HISTORY     - Date     Condition        Report By
 CM1764  HISTORY     - 1917     MONUMENTED       CGS
 CM1764
 CM1764                          STATION DESCRIPTION
 CM1764
 CM1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1764'ABOUT 2-1/2 MILES SOUTH OF CUSSETA, ON THE SEABOARD AIR LINE
 CM1764'RAILWAY RIGHT-OF-WAY, AT THE CURVE 0.62 MILE SOUTH OF A MILEPOST,
 CM1764'ON THE PROLONGATION OF THE SOUTHERN TANGENT TO THE CURVE OF THE
 CM1764'WEST RAIL OF MAIN TRACK AND 40 METERS (131 FEET) FROM POINT OF
 CM1764'TANGENCY, 1.26 METERS (4.1 FEET) EAST OF EAST RAIL.  STATION IS
 CM1764'MARKED BY A NAIL DRIVEN IN A 2-INCH BY 4-INCH SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1763 ***********************************************************************
 CM1763  DESIGNATION -  CLARK B
 CM1763  PID         -  CM1763
 CM1763  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1763  USGS QUAD   -  GLEN ALTA (1983)
 CM1763
 CM1763                         *CURRENT SURVEY CONTROL
 CM1763  ___________________________________________________________________
 CM1763* NAD 83(1994)-  32 18 40.64519(N)    084 44 14.35770(W)     ADJUSTED  
 CM1763* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 CM1763  ___________________________________________________________________
 CM1763  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CM1763  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1763
 CM1763  HORZ ORDER  -  FIRST
 CM1763
 CM1763.The horizontal coordinates were established by classical geodetic methods
 CM1763.and adjusted by the National Geodetic Survey in September 1997..
 CM1763
 CM1763.The orthometric height was scaled from a topographic map.
 CM1763
 CM1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1763
 CM1763.The geoid height was determined by GEOID03.
 CM1763
 CM1763;                    North         East     Units Scale Factor Converg.
 CM1763;SPC GA W     -   256,375.289   646,264.992   MT  0.99993560   -0 18 18.1
 CM1763;SPC GA W     -   841,124.59  2,120,287.73   sFT  0.99993560   -0 18 18.1
 CM1763;UTM  16      - 3,577,189.748   713,020.755   MT  1.00015962   +1 12 35.6
 CM1763
 CM1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1763!SPC GA W     -   0.99997133  x   0.99993560  =   0.99990693
 CM1763!UTM  16      -   0.99997133  x   1.00015962  =   1.00013095
 CM1763
 CM1763|---------------------------------------------------------------------|
 CM1763| PID    Reference Object                     Distance      Geod. Az  |
 CM1763|                                                           dddmmss.s |
 CM1763| CM1764 CLARK A 1917                        348.940 METERS 09321     |
 CM1763| CM1765 CLARK                               APPROX. 0.6 KM 1163246.4 |
 CM1763| CY9237 CLARK B RM                           14.810 METERS 31307     |
 CM1763|---------------------------------------------------------------------|
 CM1763
 CM1763                          SUPERSEDED SURVEY CONTROL
 CM1763
 CM1763  NAD 83(1994)-  32 18 40.64973(N)    084 44 14.35680(W) AD(       ) 1
 CM1763  NAD 83(1986)-  32 18 40.65097(N)    084 44 14.35706(W) AD(       ) 1
 CM1763  NAD 27      -  32 18 40.11100(N)    084 44 14.63400(W) AD(       ) 1
 CM1763
 CM1763.Superseded values are not recommended for survey control.
 CM1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1763.See file dsdata.txt to determine how the superseded data were derived.
 CM1763
 CM1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1302177190(NAD 83)
 CM1763_MARKER: DS = TRIANGULATION STATION DISK
 CM1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1763
 CM1763  HISTORY     - Date     Condition        Report By
 CM1763  HISTORY     - 1917     MONUMENTED       CGS
 CM1763
 CM1763                          STATION DESCRIPTION
 CM1763
 CM1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1763'ABOUT 2-1/4 MILES SOUTH OF CUSSETA, ON THE SEABOARD AIR LINE
 CM1763'RAILWAY RIGHT-OF-WAY, AT THE NORTH END OF THE CURVE, 425 METERS
 CM1763'(1394 FEET) SOUTH OF MILEPOST 21, 32 METERS (105 FEET) NORTH OF A
 CM1763'WHITE WHISTLING POST, 2.98 METERS (9.8 FEET) EAST OF EAST RAIL OF
 CM1763'TRACK.  SURFACE AND UNDERGROUND MARKS ARE SET.
 CM1763'REFERENCE MARK, A BOLT IN CONCRETE, IS 19 METERS (62 FEET)
 CM1763'FROM THE MIDDLE OF A PUBLIC ROAD, 16.57 METERS (54.4 FEET) EAST OF
 CM1763'THE EAST RAIL, 14.81 METERS (48.6 FEET) FROM STATION.
 CM1763'IN 1922 THE REFERENCE MARK WAS REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1762 ***********************************************************************
 CM1762  DESIGNATION -  CLARK C
 CM1762  PID         -  CM1762
 CM1762  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1762  USGS QUAD   -  GLEN ALTA (1983)
 CM1762
 CM1762                         *CURRENT SURVEY CONTROL
 CM1762  ___________________________________________________________________
 CM1762* NAD 83(1994)-  32 18 30.03249(N)    084 44 40.83785(W)     ADJUSTED  
 CM1762* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 CM1762  ___________________________________________________________________
 CM1762  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CM1762  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CM1762
 CM1762  HORZ ORDER  -  FIRST
 CM1762
 CM1762.The horizontal coordinates were established by classical geodetic methods
 CM1762.and adjusted by the National Geodetic Survey in September 1997..
 CM1762
 CM1762.The orthometric height was scaled from a topographic map.
 CM1762
 CM1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1762
 CM1762.The geoid height was determined by GEOID03.
 CM1762
 CM1762;                    North         East     Units Scale Factor Converg.
 CM1762;SPC GA W     -   256,052.119   645,570.589   MT  0.99993652   -0 18 32.2
 CM1762;SPC GA W     -   840,064.33  2,118,009.51   sFT  0.99993652   -0 18 32.2
 CM1762;UTM  16      - 3,576,848.258   712,334.986   MT  1.00015602   +1 12 21.1
 CM1762
 CM1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1762!SPC GA W     -   0.99997667  x   0.99993652  =   0.99991319
 CM1762!UTM  16      -   0.99997667  x   1.00015602  =   1.00013269
 CM1762
 CM1762|---------------------------------------------------------------------|
 CM1762| PID    Reference Object                     Distance      Geod. Az  |
 CM1762|                                                           dddmmss.s |
 CM1762| CY9238 CLARK C RM                                         05607     |
 CM1762| CM1913 CUSSETA                             APPROX. 1.8 KM 2772821.2 |
 CM1762|---------------------------------------------------------------------|
 CM1762
 CM1762                          SUPERSEDED SURVEY CONTROL
 CM1762
 CM1762  NAD 83(1994)-  32 18 30.03702(N)    084 44 40.83693(W) AD(       ) 1
 CM1762  NAD 83(1986)-  32 18 30.03813(N)    084 44 40.83758(W) AD(       ) 1
 CM1762  NAD 27      -  32 18 29.49900(N)    084 44 41.11300(W) AD(       ) 1
 CM1762
 CM1762.Superseded values are not recommended for survey control.
 CM1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1762.See file dsdata.txt to determine how the superseded data were derived.
 CM1762
 CM1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1233576848(NAD 83)
 CM1762_MARKER: DS = TRIANGULATION STATION DISK
 CM1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1762
 CM1762  HISTORY     - Date     Condition        Report By
 CM1762  HISTORY     - 1917     MONUMENTED       CGS
 CM1762
 CM1762                          STATION DESCRIPTION
 CM1762
 CM1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1762'ABOUT 1-2/3 MILES SOUTH OF CUSSETA, ON THE SEABOARD AIR LINE
 CM1762'RAILWAY RIGHT-OF-WAY, AT THE CURVE 250 METERS (820 FEET) NORTH OF
 CM1762'MILEPOST 21, AT INTERSECTION OF SOUTHERN TANGENT TO CURVE OF WEST
 CM1762'RAIL AND NORTHERN TANGENT TO CURVE OF EAST RAIL, 10.79 METERS
 CM1762'(35.4 FEET) WEST OF WEST RAIL.  SURFACE AND UNDERGROUND MARKS ARE
 CM1762'SET.  REFERENCE MARK, A BOLT IN A CONCRETE
 CM1762'MOUND, IS 18.2 METERS (60 FEET) NORTH OF A WHISTLING POST, 4.7 METERS
 CM1762'(15 FEET) WEST OF WEST RAIL, 15.25 METERS (50.0 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1915 ***********************************************************************
 CM1915  DESIGNATION -  CLARK D 1917
 CM1915  PID         -  CM1915
 CM1915  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1915  USGS QUAD   -  CUSSETA (1993)
 CM1915
 CM1915                         *CURRENT SURVEY CONTROL
 CM1915  ___________________________________________________________________
 CM1915* NAD 83(1994)-  32 18 28.86206(N)    084 45 21.41845(W)     ADJUSTED  
 CM1915* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CM1915  ___________________________________________________________________
 CM1915  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CM1915  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CM1915
 CM1915  HORZ ORDER  -  FIRST
 CM1915
 CM1915.The horizontal coordinates were established by classical geodetic methods
 CM1915.and adjusted by the National Geodetic Survey in September 1997..
 CM1915
 CM1915.The orthometric height was scaled from a topographic map.
 CM1915
 CM1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1915
 CM1915.The geoid height was determined by GEOID03.
 CM1915
 CM1915;                    North         East     Units Scale Factor Converg.
 CM1915;SPC GA W     -   256,021.848   644,508.890   MT  0.99993796   -0 18 53.9
 CM1915;SPC GA W     -   839,965.01  2,114,526.25   sFT  0.99993796   -0 18 53.9
 CM1915;UTM  16      - 3,576,789.919   711,274.229   MT  1.00015048   +1 11 59.4
 CM1915
 CM1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1915!SPC GA W     -   0.99997856  x   0.99993796  =   0.99991652
 CM1915!UTM  16      -   0.99997856  x   1.00015048  =   1.00012903
 CM1915
 CM1915:                Primary Azimuth Mark                     Grid Az
 CM1915:SPC GA W     -  CLARK C                                  088 22 00.7
 CM1915:UTM  16      -  CLARK C                                  086 51 07.4
 CM1915
 CM1915|---------------------------------------------------------------------|
 CM1915| PID    Reference Object                     Distance      Geod. Az  |
 CM1915|                                                           dddmmss.s |
 CM1915| CM1762 CLARK C                             APPROX. 1.1 KM 0880306.8 |
 CM1915| CM1914 CLARK E                             382.934 METERS 26305     |
 CM1915|---------------------------------------------------------------------|
 CM1915
 CM1915                          SUPERSEDED SURVEY CONTROL
 CM1915
 CM1915  NAD 83(1994)-  32 18 28.86657(N)    084 45 21.41751(W) AD(       ) 1
 CM1915  NAD 83(1986)-  32 18 28.86769(N)    084 45 21.41823(W) AD(       ) 1
 CM1915  NAD 27      -  32 18 28.33000(N)    084 45 21.69300(W) AD(       ) 1
 CM1915
 CM1915.Superseded values are not recommended for survey control.
 CM1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1915.See file dsdata.txt to determine how the superseded data were derived.
 CM1915
 CM1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1127476790(NAD 83)
 CM1915_MARKER: N = NAIL
 CM1915_SETTING: 0 = UNSPECIFIED SETTING
 CM1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1915
 CM1915  HISTORY     - Date     Condition        Report By
 CM1915  HISTORY     - 1917     MONUMENTED       CGS
 CM1915
 CM1915                          STATION DESCRIPTION
 CM1915
 CM1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1915'ABOUT 1-1/2 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 CM1915'CUSSETA RAILWAY STATION, AT THE CURVE 250 METERS (820 FEET) SOUTH OF
 CM1915'MILEPOST 20, AT THE INTERSECTION OF THE PROLONGATION OF THE
 CM1915'TANGENTS TO THE CURVE OF EAST RAIL OF MAIN TRACK, 0.96 METER (3.1
 CM1915'FEET) EAST OF EAST RAIL.  STATION IS A NAIL DRIVEN IN A 2-INCH BY
 CM1915'4-INCH SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1914 ***********************************************************************
 CM1914  DESIGNATION -  CLARK E
 CM1914  PID         -  CM1914
 CM1914  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1914  USGS QUAD   -  CUSSETA (1993)
 CM1914
 CM1914                         *CURRENT SURVEY CONTROL
 CM1914  ___________________________________________________________________
 CM1914* NAD 83(1994)-  32 18 27.36333(N)    084 45 35.94983(W)     ADJUSTED  
 CM1914* NAVD 88     -       164.27   (+/-2cm)     538.9    (feet)  VERTCON   
 CM1914  ___________________________________________________________________
 CM1914  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CM1914  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CM1914
 CM1914  HORZ ORDER  -  FIRST
 CM1914  VERT ORDER  -  THIRD ? (See Below)
 CM1914
 CM1914.The horizontal coordinates were established by classical geodetic methods
 CM1914.and adjusted by the National Geodetic Survey in September 1997..
 CM1914
 CM1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM1914.The vertical order pertains to the NGVD 29 superseded value.
 CM1914
 CM1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1914
 CM1914.The geoid height was determined by GEOID03.
 CM1914
 CM1914;                    North         East     Units Scale Factor Converg.
 CM1914;SPC GA W     -   255,977.782   644,128.523   MT  0.99993848   -0 19 01.6
 CM1914;SPC GA W     -   839,820.44  2,113,278.33   sFT  0.99993848   -0 19 01.6
 CM1914;UTM  16      - 3,576,735.802   710,895.080   MT  1.00014851   +1 11 51.5
 CM1914
 CM1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1914!SPC GA W     -   0.99997835  x   0.99993848  =   0.99991683
 CM1914!UTM  16      -   0.99997835  x   1.00014851  =   1.00012686
 CM1914
 CM1914|---------------------------------------------------------------------|
 CM1914| PID    Reference Object                     Distance      Geod. Az  |
 CM1914|                                                           dddmmss.s |
 CM1914| CM1915 CLARK D 1917                        382.934 METERS 08304     |
 CM1914| CY9239 CLARK E RM                           12.920 METERS 25145     |
 CM1914|---------------------------------------------------------------------|
 CM1914
 CM1914                          SUPERSEDED SURVEY CONTROL
 CM1914
 CM1914  NAD 83(1994)-  32 18 27.36784(N)    084 45 35.94888(W) AD(       ) 1
 CM1914  NAD 83(1986)-  32 18 27.36895(N)    084 45 35.94965(W) AD(       ) 1
 CM1914  NAD 27      -  32 18 26.83200(N)    084 45 36.22300(W) AD(       ) 1
 CM1914  NGVD 29 (07/19/86)  164.32   (m)          539.1    (f) LEVELING    3  
 CM1914
 CM1914.Superseded values are not recommended for survey control.
 CM1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1914.See file dsdata.txt to determine how the superseded data were derived.
 CM1914
 CM1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1089576736(NAD 83)
 CM1914_MARKER: DS = TRIANGULATION STATION DISK
 CM1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1914
 CM1914  HISTORY     - Date     Condition        Report By
 CM1914  HISTORY     - 1917     MONUMENTED       CGS
 CM1914
 CM1914                          STATION DESCRIPTION
 CM1914
 CM1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1914'ABOUT 1 MILE EAST ALONG STATE HIGHWAY 26 FROM COURTHOUSE IN
 CM1914'CUSSETA, ON EAST BANK OF SMALL CUT OF SEABOARD AIR LINE RAILWAY, 5
 CM1914'RAIL LENGTHS EAST OF OLD ROAD CROSSING, 24 FEET NORTH OF CENTER LINE
 CM1914'OF ABANDONED HIGHWAY, 16 FEET SOUTH OF SOUTH RAIL.  SURFACE AND
 CM1914'UNDERGROUND MARKS ARE SET.  REFERENCE
 CM1914'MARK, A BOLT IN A CONCRETE MOUND, IS 1-1/4 METERS (4 FEET) EAST OF A
 CM1914'TELEGRAPH POLE, 7.7 METERS SOUTH OF SOUTH RAIL, 12.92 METERS (42.4
 CM1914'FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1911 ***********************************************************************
 CM1911  DESIGNATION -  CLARK F 1917
 CM1911  PID         -  CM1911
 CM1911  STATE/COUNTY-  GA/CHATTAHOOCHEE
 CM1911  USGS QUAD   -  CUSSETA (1993)
 CM1911
 CM1911                         *CURRENT SURVEY CONTROL
 CM1911  ___________________________________________________________________
 CM1911* NAD 83(1994)-  32 18 25.61190(N)    084 45 58.05781(W)     ADJUSTED  
 CM1911* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CM1911  ___________________________________________________________________
 CM1911  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CM1911  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CM1911
 CM1911  HORZ ORDER  -  FIRST
 CM1911
 CM1911.The horizontal coordinates were established by classical geodetic methods
 CM1911.and adjusted by the National Geodetic Survey in September 1997..
 CM1911
 CM1911.The orthometric height was scaled from a topographic map.
 CM1911
 CM1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1911
 CM1911.The geoid height was determined by GEOID03.
 CM1911
 CM1911;                    North         East     Units Scale Factor Converg.
 CM1911;SPC GA W     -   255,927.053   643,549.919   MT  0.99993928   -0 19 13.4
 CM1911;SPC GA W     -   839,654.01  2,111,380.03   sFT  0.99993928   -0 19 13.4
 CM1911;UTM  16      - 3,576,669.782   710,317.899   MT  1.00014551   +1 11 39.7
 CM1911
 CM1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1911!SPC GA W     -   0.99997981  x   0.99993928  =   0.99991909
 CM1911!UTM  16      -   0.99997981  x   1.00014551  =   1.00012532
 CM1911
 CM1911:                Primary Azimuth Mark                     Grid Az
 CM1911:SPC GA W     -  CUSSETA                                  028 59 09.9
 CM1911:UTM  16      -  CUSSETA                                  027 28 16.8
 CM1911
 CM1911|---------------------------------------------------------------------|
 CM1911| PID    Reference Object                     Distance      Geod. Az  |
 CM1911|                                                           dddmmss.s |
 CM1911| CM1913 CUSSETA                             426.398 METERS 0283956.5 |
 CM1911| CM1910 CUSSETA A                           APPROX. 0.9 KM 2591923.3 |
 CM1911|---------------------------------------------------------------------|
 CM1911
 CM1911                          SUPERSEDED SURVEY CONTROL
 CM1911
 CM1911  NAD 83(1994)-  32 18 25.61639(N)    084 45 58.05684(W) AD(       ) 1
 CM1911  NAD 83(1986)-  32 18 25.61750(N)    084 45 58.05770(W) AD(       ) 1
 CM1911  NAD 27      -  32 18 25.08200(N)    084 45 58.33100(W) AD(       ) 1
 CM1911
 CM1911.Superseded values are not recommended for survey control.
 CM1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1911.See file dsdata.txt to determine how the superseded data were derived.
 CM1911
 CM1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGA1031876670(NAD 83)
 CM1911_MARKER: N = NAIL
 CM1911_SETTING: 0 = UNSPECIFIED SETTING
 CM1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1911
 CM1911  HISTORY     - Date     Condition        Report By
 CM1911  HISTORY     - 1917     MONUMENTED       CGS
 CM1911
 CM1911                          STATION DESCRIPTION
 CM1911
 CM1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1911'ON THE SEABOARD AIR LINE RAILWAY RIGHT-OF-WAY, AT THE THIRD CURVE
 CM1911'1 MILE SOUTH OF CUSSETA DEPOT, AT THE INTERSECTION OF THE
 CM1911'PROLONGATION OF THE NORTHERN TANGENT TO CURVE OF WEST RAIL AND
 CM1911'SOUTHERN TANGENT OF CURVE OF EAST RAIL, 0.61 METER (2.0 FEET) EAST
 CM1911'OF EAST RAIL.  STATION IS A NAIL DRIVEN IN A 2-INCH BY 4-INCH SET
 CM1911'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF2159 ***********************************************************************
 DF2159  DESIGNATION -  CLARKE
 DF2159  PID         -  DF2159
 DF2159  STATE/COUNTY-  GA/CLARKE
 DF2159  USGS QUAD   -  ATHENS EAST (1998)
 DF2159
 DF2159                         *CURRENT SURVEY CONTROL
 DF2159  ___________________________________________________________________
 DF2159* NAD 83(1994)-  33 57 10.48583(N)    083 19 17.37137(W)     ADJUSTED  
 DF2159* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 DF2159  ___________________________________________________________________
 DF2159  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DF2159  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DF2159
 DF2159  HORZ ORDER  -  FIRST
 DF2159
 DF2159.This mark is at Athens/ben Epps Airport (AHN)
 DF2159
 DF2159.The horizontal coordinates were established by classical geodetic methods
 DF2159.and adjusted by the National Geodetic Survey in September 1997..
 DF2159
 DF2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF2159
 DF2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF2159
 DF2159.The geoid height was determined by GEOID03.
 DF2159
 DF2159;                    North         East     Units Scale Factor Converg.
 DF2159;SPC GA W     -   438,603.005   778,117.595   MT  0.99997520   +0 28 19.4
 DF2159;SPC GA W     - 1,438,983.36  2,552,874.14   sFT  0.99997520   +0 28 19.4
 DF2159;UTM  17      - 3,759,363.160   285,474.767   MT  1.00016735   -1 17 49.5
 DF2159
 DF2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF2159!SPC GA W     -   0.99996607  x   0.99997520  =   0.99994127
 DF2159!UTM  17      -   0.99996607  x   1.00016735  =   1.00013342
 DF2159
 DF2159:                Primary Azimuth Mark                     Grid Az
 DF2159:SPC GA W     -  CLARKE AZ MK                             359 33 16.0
 DF2159:UTM  17      -  CLARKE AZ MK                             001 19 24.9
 DF2159
 DF2159|---------------------------------------------------------------------|
 DF2159| PID    Reference Object                     Distance      Geod. Az  |
 DF2159|                                                           dddmmss.s |
 DF2159| DF3377 CLARKE AZ MK                                       0000135.4 |
 DF2159| DF3378 CLARKE RM 1                          21.587 METERS 07149     |
 DF2159| DF2161 VORTAC ATHENS AHN                   APPROX. 0.7 KM 2070542.1 |
 DF2159| DF2160 AIRPORT BCN ATHENS AIRPORT          272.291 METERS 25208     |
 DF2159| DF3379 CLARKE RM 2                          26.847 METERS 33811     |
 DF2159|---------------------------------------------------------------------|
 DF2159
 DF2159                          SUPERSEDED SURVEY CONTROL
 DF2159
 DF2159  NAD 83(1986)-  33 57 10.49282(N)    083 19 17.37048(W) AD(       ) 1
 DF2159  NAD 27      -  33 57 10.07828(N)    083 19 17.80966(W) AD(       ) 1
 DF2159  NGVD 29 (07/19/86)  245.2    (m)          804.     (f) VERT ANG       
 DF2159
 DF2159.Superseded values are not recommended for survey control.
 DF2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF2159.See file dsdata.txt to determine how the superseded data were derived.
 DF2159
 DF2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKT8547559363(NAD 83)
 DF2159_MARKER: DS = TRIANGULATION STATION DISK
 DF2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF2159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF2159
 DF2159  HISTORY     - Date     Condition        Report By
 DF2159  HISTORY     - 1975     MONUMENTED       NGS
 DF2159  HISTORY     - 1978     GOOD             NGS
 DF2159  HISTORY     - 1981     MARK NOT FOUND   NGS
 DF2159
 DF2159                          STATION DESCRIPTION
 DF2159
 DF2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 DF2159'THE STATION IS LOCATED AT THE ATHENS MUNICIPAL AIRPORT,
 DF2159'APPROXIMATELY 0.1 MILE EAST-NORTHEAST OF THE CONTROL TOWER ALONG
 DF2159'THE TAXI STRIP TO RUNWAY RUNNING NORTH AND SOUTH.
 DF2159'
 DF2159'TO REACH THE STATION FROM THE JUNCTION OF WINTERVILLE ROAD AND
 DF2159'AIRPORT ROAD AT THE ENTRANCE TO THE AIRPORT, GO SOUTH ON
 DF2159'AIRPORT ROAD FOR 0.2 MILE TO A GATE ON THE LEFT.  TURN LEFT
 DF2159'PASSING THROUGH GATE AND GO EASTERLY PASSING IN FRONT OF AN
 DF2159'AIRPORT HANGER AND CROSSING A CIRCULAR PAVED DRIVE AND LAWN FOR
 DF2159'0.1 MILE TO THE STATION.
 DF2159'
 DF2159'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF WINTERVILLE ROAD
 DF2159'AND AIRPORT ROAD, GO EAST ON WINTERVILLE ROAD FOR 0.1 MILE TO A
 DF2159'FORK.  TAKE RIGHT FORK AND GO SOUTHEASTERLY FOR 0.05 MILE TO THE
 DF2159'AZIMUTH MARK ON THE LEFT BY A METAL WITNESS POST.
 DF2159'
 DF2159'THE STATION MARKS ARE STANDARD DISKS STAMPED CLARKE 1975, SET
 DF2159'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 DF2159'WITH THE GROUND.  IT IS 226 FEET EAST-NORTHEAST OF THE NORTHEAST
 DF2159'CORNER OF A BUILDING, 101 FEET SOUTH-SOUTHEAST OF A WEATHER VANE
 DF2159'MAST AND 100 FEET NORTHWEST OF THE NORTH EDGE OF A TAXI STRIP.
 DF2159'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DF2159'CONCRETE, 42 INCHES BELOW GROUND.
 DF2159'
 DF2159'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARKE NO 1 1975, SET
 DF2159'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 DF2159'THE GROUND.  IT IS 82 FEET NORTHWEST OF THE NORTH EDGE OF THE
 DF2159'TAXI STRIP.
 DF2159'
 DF2159'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARKE NO 2 1975,
 DF2159'CEMENTED IN A DRILL HOLE IN A CONCRETE BASE OF A GUY WIRE TO THE
 DF2159'WEATHER VANE MAST.  IT IS 29.5 FEET SOUTH-SOUTHWEST OF A
 DF2159'STATIONARY BEACON LIGHT, 20.5 FEET EAST OF A PIPE WITH A VENT AND
 DF2159'12.5 FEET SOUTHEAST OF THE WEATHER VANE MAST.
 DF2159'
 DF2159'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARKE
 DF2159'AZ 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF2159'MONUMENT WHICH PROJECTS 6-INCHES ABOVE THE GROUND.  IT IS 33.5
 DF2159'FEET NORTH-NORTHEAST OF THE CENTER OF A PAVED ROAD, 2 FEET WEST OF
 DF2159'A METAL WITNESS POST AND 0.5 FOOT SOUTH-SOUTHWEST OF A WIRE
 DF2159'FENCE.
 DF2159'
 DF2159'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 DF2159
 DF2159                          STATION RECOVERY (1978)
 DF2159
 DF2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DF2159'CLARKE 1975 GOOD
 DF2159'
 DF2159'CLARKE NO 1 1975 GOOD
 DF2159'
 DF2159'CLARKE NO 2 1975 GOOD
 DF2159'
 DF2159'CLARKE AZ 1975 GOOD
 DF2159'
 DF2159'THE DESCRIPTION IS ADEQUATE.
 DF2159
 DF2159                          STATION RECOVERY (1981)
 DF2159
 DF2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (APF)
 DF2159'STATION, R.M. NO. 1, R.M. NO. 2 WERE SEARCHED FOR AND NOT FOUND.
 DF2159'HEAVY CONSTRUCTION HAS RECENTLY BEEN DONE IN THE AREA AND ALL THE
 DF2159'MARKS ARE BELIEVED DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED
 DF2159'FOR.
 DF2159'
 DF2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ATHENS MUNICIPAL
 DF2159'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1840 ***********************************************************************
 ED1840  DESIGNATION -  CLARKESVILLE E MUN TANK
 ED1840  PID         -  ED1840
 ED1840  STATE/COUNTY-  GA/HABERSHAM
 ED1840  USGS QUAD   -  CLARKESVILLE (1985)
 ED1840
 ED1840                         *CURRENT SURVEY CONTROL
 ED1840  ___________________________________________________________________
 ED1840* NAD 83(1994)-  34 37 04.85490(N)    083 31 03.97963(W)     ADJUSTED  
 ED1840* NAVD 88     -                                                        
 ED1840  ___________________________________________________________________
 ED1840  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 ED1840  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1840
 ED1840  HORZ ORDER  -  THIRD
 ED1840
 ED1840.The horizontal coordinates were established by classical geodetic methods
 ED1840.and adjusted by the National Geodetic Survey in September 1997..
 ED1840
 ED1840
 ED1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1840
 ED1840.The geoid height was determined by GEOID03.
 ED1840
 ED1840;                    North         East     Units Scale Factor Converg.
 ED1840;SPC GA W     -   512,243.450   759,504.861   MT  0.99994363   +0 22 07.1
 ED1840;SPC GA W     - 1,680,585.39  2,491,808.86   sFT  0.99994363   +0 22 07.1
 ED1840;UTM  17      - 3,833,566.230   269,160.003   MT  1.00025684   -1 25 51.5
 ED1840
 ED1840                          SUPERSEDED SURVEY CONTROL
 ED1840
 ED1840  NAD 83(1986)-  34 37 04.86318(N)    083 31 03.98130(W) AD(       ) 4
 ED1840  NAD 27      -  34 37 04.51714(N)    083 31 04.35606(W) AD(       ) 3
 ED1840
 ED1840.Superseded values are not recommended for survey control.
 ED1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1840.See file dsdata.txt to determine how the superseded data were derived.
 ED1840
 ED1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6916033566(NAD 83)
 ED1840_MARKER: 53 = ELEVATED TANK
 ED1840
 ED1840  HISTORY     - Date     Condition        Report By
 ED1840  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1840
 ED1840                          STATION DESCRIPTION
 ED1840
 ED1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1840'THE STATION IS THE BALL TOP CENTER OF THE CLARKSVILLE EAST
 ED1840'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 ED1840'DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR I-BEAM
 ED1840'LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 140 FEET HIGH.
 ED1840'
 ED1840'LOCATED IN THE EAST SECTION OF CLARKSVILLE, ABOUT 0.5 MILE EAST
 ED1840'OF THE CENTER OF TOWN AND 0.1 MILE NORTH OF US HIGHWAYS 441 AND 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1828 ***********************************************************************
 ED1828  DESIGNATION -  CLARKESVILLE N GA SCHOOL TANK
 ED1828  PID         -  ED1828
 ED1828  STATE/COUNTY-  GA/HABERSHAM
 ED1828  USGS QUAD   -  CLARKESVILLE NE (1957)
 ED1828
 ED1828                         *CURRENT SURVEY CONTROL
 ED1828  ___________________________________________________________________
 ED1828* NAD 83(1994)-  34 38 24.21499(N)    083 31 47.87280(W)     ADJUSTED  
 ED1828* NAVD 88     -                                                        
 ED1828  ___________________________________________________________________
 ED1828  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 ED1828  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 ED1828
 ED1828  HORZ ORDER  -  THIRD
 ED1828
 ED1828.The horizontal coordinates were established by classical geodetic methods
 ED1828.and adjusted by the National Geodetic Survey in September 1997..
 ED1828
 ED1828
 ED1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1828
 ED1828.The geoid height was determined by GEOID03.
 ED1828
 ED1828;                    North         East     Units Scale Factor Converg.
 ED1828;SPC GA W     -   514,681.610   758,371.323   MT  0.99994198   +0 21 42.9
 ED1828;SPC GA W     - 1,688,584.58  2,488,089.92   sFT  0.99994198   +0 21 42.9
 ED1828;UTM  17      - 3,836,039.579   268,103.279   MT  1.00026287   -1 26 19.4
 ED1828
 ED1828                          SUPERSEDED SURVEY CONTROL
 ED1828
 ED1828  NAD 83(1986)-  34 38 24.22313(N)    083 31 47.87456(W) AD(       ) 4
 ED1828  NAD 27      -  34 38 23.88077(N)    083 31 48.24880(W) AD(       ) 3
 ED1828
 ED1828.Superseded values are not recommended for survey control.
 ED1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1828.See file dsdata.txt to determine how the superseded data were derived.
 ED1828
 ED1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6810336040(NAD 83)
 ED1828_MARKER: 53 = ELEVATED TANK
 ED1828
 ED1828  HISTORY     - Date     Condition        Report By
 ED1828  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1828
 ED1828                          STATION DESCRIPTION
 ED1828
 ED1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1828'THE STATION IS THE BALL TOP CENTER OF THE CLARKSVILLE NORTH
 ED1828'GEORGIA VOCATIONAL SCHOOL WATER TANK.  THE TANK HAS A CYLINDRICAL
 ED1828'BODY WITH A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 ED1828'FOUR I-BEAM LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120
 ED1828'FEET HIGH.
 ED1828'
 ED1828'LOCATED ABOUT 1.8 MILES NORTH OF THE CENTER OF CLARKSVILLE, 0.05
 ED1828'MILE EAST OF THE CENTERLINE OF STATE HIGHWAY 197 AND 65 FEET NORTH
 ED1828'OF THE SCHOOL ADMINISTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1841 ***********************************************************************
 ED1841  DESIGNATION -  CLARKESVILLE S MUN TANK
 ED1841  PID         -  ED1841
 ED1841  STATE/COUNTY-  GA/HABERSHAM
 ED1841  USGS QUAD   -  CLARKESVILLE (1985)
 ED1841
 ED1841                         *CURRENT SURVEY CONTROL
 ED1841  ___________________________________________________________________
 ED1841* NAD 83(1994)-  34 36 22.01267(N)    083 31 25.25388(W)     ADJUSTED  
 ED1841* NAVD 88     -                                                        
 ED1841  ___________________________________________________________________
 ED1841  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 ED1841  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 ED1841
 ED1841  HORZ ORDER  -  THIRD
 ED1841
 ED1841.The horizontal coordinates were established by classical geodetic methods
 ED1841.and adjusted by the National Geodetic Survey in September 1997..
 ED1841
 ED1841
 ED1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1841
 ED1841.The geoid height was determined by GEOID03.
 ED1841
 ED1841;                    North         East     Units Scale Factor Converg.
 ED1841;SPC GA W     -   510,919.904   758,971.354   MT  0.99994285   +0 21 54.7
 ED1841;SPC GA W     - 1,676,243.05  2,490,058.52   sFT  0.99994285   +0 21 54.7
 ED1841;UTM  17      - 3,832,259.677   268,585.019   MT  1.00026012   -1 26 02.1
 ED1841
 ED1841                          SUPERSEDED SURVEY CONTROL
 ED1841
 ED1841  NAD 83(1986)-  34 36 22.02099(N)    083 31 25.25537(W) AD(       ) 4
 ED1841  NAD 27      -  34 36 21.67343(N)    083 31 25.63345(W) AD(       ) 3
 ED1841
 ED1841.Superseded values are not recommended for survey control.
 ED1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1841.See file dsdata.txt to determine how the superseded data were derived.
 ED1841
 ED1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6858532260(NAD 83)
 ED1841_MARKER: 53 = ELEVATED TANK
 ED1841
 ED1841  HISTORY     - Date     Condition        Report By
 ED1841  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1841
 ED1841                          STATION DESCRIPTION
 ED1841
 ED1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1841'THE STATION IS THE BALL TOP CENTER OF THE CLARKSVILLE SOUTH
 ED1841'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 ED1841'CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
 ED1841'TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120
 ED1841'FEET HIGH.
 ED1841'
 ED1841'LOCATED IN THE SOUTH SECTION OF CLARKSVILLE, ABOUT 0.6 MILE
 ED1841'SOUTH OF THE CENTER OF TOWN, 0.15 MILE WEST OF U.S. HIGHWAYS 441
 ED1841'AND 23, AND 95 FEET EAST OF THE CENTERLINE OF HOLCOMB STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1842 ***********************************************************************
 ED1842  DESIGNATION -  CLARKESVILLE SCOVILL MFG TANK
 ED1842  PID         -  ED1842
 ED1842  STATE/COUNTY-  GA/HABERSHAM
 ED1842  USGS QUAD   -  CLARKESVILLE (1985)
 ED1842
 ED1842                         *CURRENT SURVEY CONTROL
 ED1842  ___________________________________________________________________
 ED1842* NAD 83(1994)-  34 35 55.63430(N)    083 31 25.30401(W)     ADJUSTED  
 ED1842* NAVD 88     -                                                        
 ED1842  ___________________________________________________________________
 ED1842  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 ED1842  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 ED1842
 ED1842  HORZ ORDER  -  THIRD
 ED1842
 ED1842.The horizontal coordinates were established by classical geodetic methods
 ED1842.and adjusted by the National Geodetic Survey in September 1997..
 ED1842
 ED1842
 ED1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1842
 ED1842.The geoid height was determined by GEOID03.
 ED1842
 ED1842;                    North         East     Units Scale Factor Converg.
 ED1842;SPC GA W     -   510,107.115   758,975.257   MT  0.99994286   +0 21 54.4
 ED1842;SPC GA W     - 1,673,576.43  2,490,071.32   sFT  0.99994286   +0 21 54.4
 ED1842;UTM  17      - 3,831,446.908   268,563.398   MT  1.00026025   -1 26 01.2
 ED1842
 ED1842                          SUPERSEDED SURVEY CONTROL
 ED1842
 ED1842  NAD 83(1986)-  34 35 55.64262(N)    083 31 25.30549(W) AD(       ) 4
 ED1842  NAD 27      -  34 35 55.29433(N)    083 31 25.68154(W) AD(       ) 3
 ED1842
 ED1842.Superseded values are not recommended for survey control.
 ED1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1842.See file dsdata.txt to determine how the superseded data were derived.
 ED1842
 ED1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6856331447(NAD 83)
 ED1842_MARKER: 53 = ELEVATED TANK
 ED1842
 ED1842  HISTORY     - Date     Condition        Report By
 ED1842  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1842
 ED1842                          STATION DESCRIPTION
 ED1842
 ED1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1842'THE STATION IS THE BALL TOP CENTER OF THE CLARKSVILLE SCOVILL
 ED1842'MANUFACTURING DIVISION WATER TANK.  THE TANK HAS A CYLINDRICAL
 ED1842'BODY WITH A DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
 ED1842'TUBULAR LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 110 FEET
 ED1842'HIGH.
 ED1842'
 ED1842'LOCATED IN THE SOUTH SECTION OF CLARKESVILLE, ABOUT 1.2 MILE
 ED1842'SOUTH OF THE CENTER OF TOWN, AND 260 FEET NORTHWEST OF THE
 ED1842'CENTERLINE OF U.S. HIGHWAYS 441 AND 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BD2563 ***********************************************************************
 BD2563  DESIGNATION -  CLARKING
 BD2563  PID         -  BD2563
 BD2563  STATE/COUNTY-  GA/CHARLTON
 BD2563  USGS QUAD   -  ST GEORGE (1994)
 BD2563
 BD2563                         *CURRENT SURVEY CONTROL
 BD2563  ___________________________________________________________________
 BD2563* NAD 83(1994)-  30 30 59.33341(N)    082 06 58.23489(W)     ADJUSTED  
 BD2563* NAVD 88     -        53.86   (+/-2cm)     176.7    (feet)  VERTCON   
 BD2563  ___________________________________________________________________
 BD2563  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BD2563  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BD2563
 BD2563  HORZ ORDER  -  SECOND
 BD2563  VERT ORDER  -  THIRD ? (See Below)
 BD2563
 BD2563.The horizontal coordinates were established by classical geodetic methods
 BD2563.and adjusted by the National Geodetic Survey in September 1997..
 BD2563
 BD2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BD2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BD2563.The vertical order pertains to the NGVD 29 superseded value.
 BD2563
 BD2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 BD2563
 BD2563.The geoid height was determined by GEOID03.
 BD2563
 BD2563;                    North         East     Units Scale Factor Converg.
 BD2563;SPC GA E     -    57,250.850   204,845.714   MT  0.99990029   +0 01 32.3
 BD2563;SPC GA E     -   187,830.50    672,064.65   sFT  0.99990029   +0 01 32.3
 BD2563;SPC FL E     -   685,649.640    92,869.332   MT  1.00008271   -0 34 00.6
 BD2563;SPC FL E     - 2,249,502.19    304,688.80   sFT  1.00008271   -0 34 00.6
 BD2563;SPC FL N     -   170,491.771   828,781.686   MT  0.99996694   +1 11 52.6
 BD2563;SPC FL N     -   559,355.09  2,719,094.58   sFT  0.99996694   +1 11 52.6
 BD2563;UTM  17      - 3,376,547.680   392,905.885   MT  0.99974149   -0 34 00.6
 BD2563
 BD2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2563!SPC GA E     -   0.99999598  x   0.99990029  =   0.99989627
 BD2563!SPC FL E     -   0.99999598  x   1.00008271  =   1.00007869
 BD2563!SPC FL N     -   0.99999598  x   0.99996694  =   0.99996292
 BD2563!UTM  17      -   0.99999598  x   0.99974149  =   0.99973747
 BD2563
 BD2563:                Primary Azimuth Mark                     Grid Az
 BD2563:SPC GA E     -  KEEN                                     092 54 12.3
 BD2563:SPC FL E     -  KEEN                                     093 29 45.2
 BD2563:SPC FL N     -  KEEN                                     091 43 52.0
 BD2563:UTM  17      -  KEEN                                     093 29 45.2
 BD2563
 BD2563|---------------------------------------------------------------------|
 BD2563| PID    Reference Object                     Distance      Geod. Az  |
 BD2563|                                                           dddmmss.s |
 BD2563| BD2564 KEEN                                APPROX. 1.9 KM 0925544.6 |
 BD2563| BD0190 Y 33                                 20.780 METERS 18059     |
 BD2563|---------------------------------------------------------------------|
 BD2563
 BD2563                          SUPERSEDED SURVEY CONTROL
 BD2563
 BD2563  NAD 83(1994)-  30 30 59.33558(N)    082 06 58.23726(W) AD(       ) 2
 BD2563  NAD 83(1986)-  30 30 59.34752(N)    082 06 58.24169(W) AD(       ) 2
 BD2563  NAD 27      -  30 30 58.50200(N)    082 06 58.82600(W) AD(       ) 2
 BD2563  NGVD 29 (07/19/86)   54.16   (m)          177.7    (f) LEVELING    3  
 BD2563
 BD2563.Superseded values are not recommended for survey control.
 BD2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2563.See file dsdata.txt to determine how the superseded data were derived.
 BD2563
 BD2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9290676548(NAD 83)
 BD2563_MARKER: DS = TRIANGULATION STATION DISK
 BD2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2563
 BD2563  HISTORY     - Date     Condition        Report By
 BD2563  HISTORY     - 1917     MONUMENTED       CGS
 BD2563  HISTORY     - 1958     GOOD             LOCENG
 BD2563  HISTORY     - 1970     GOOD             LOCENG
 BD2563
 BD2563                          STATION DESCRIPTION
 BD2563
 BD2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (MEL)
 BD2563'AT CLARKING, SIDETRACK, ABOUT 130 METERS (427 FEET) NORTH OF
 BD2563'MILEPOST 230 ON THE GEORGIA, SOUTHERN AND FLORIDA RAILWAY, 6.69
 BD2563'METERS (21.9 FEET) EAST OF EAST RAIL OF MAIN TRACK.
 BD2563'REFERENCE MARK IS U.S.C. AND G.S. B.M. Y-33, 20.78 METERS
 BD2563'(68.2 FEET) FROM STATION IN GRID AZIMUTH 0 DEG 57 MIN.
 BD2563
 BD2563                          STATION RECOVERY (1958)
 BD2563
 BD2563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 BD2563'REPORTED BY RAYONIER INC., FERNANDINA BEACH, FLA.--
 BD2563'
 BD2563'STATION MARK IN EXCELLENT CONDITION.  DESCRIPTION CALLS FOR
 BD2563'427 FT. N OF MILEPOST 230 AND 22 FT. E OF THE MAIN TRACK.
 BD2563'SINCE THE RAILROAD RUNS SLIGHTLY E-NE AND W-SW AT THIS POINT
 BD2563'THIS DESCRIPTION IS IMPOSSIBLE.  THIS STATION WAS FOUND BY
 BD2563'GOING 427 FT. W OF MILEPOST 230 AND 21.9 FT. N OF THE N RAIL
 BD2563'OF THE MAIN TRACK.
 BD2563'
 BD2563'REFERENCE MARK WAS NOT LOCATED.
 BD2563
 BD2563                          STATION RECOVERY (1970)
 BD2563
 BD2563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JCG)
 BD2563'CLARKING 1917 RECOVERED IN GOOD CONDITION.
 BD2563'
 BD2563'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3219 ***********************************************************************
 DG3219  DESIGNATION -  CLARKSDALE CLARK THREAD CO TK
 DG3219  PID         -  DG3219
 DG3219  STATE/COUNTY-  GA/COBB
 DG3219  USGS QUAD   -  AUSTELL (1992)
 DG3219
 DG3219                         *CURRENT SURVEY CONTROL
 DG3219  ___________________________________________________________________
 DG3219* NAD 83(1994)-  33 49 54.60755(N)    084 39 27.49524(W)     ADJUSTED  
 DG3219* NAVD 88     -                                                        
 DG3219  ___________________________________________________________________
 DG3219  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DG3219  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG3219
 DG3219  HORZ ORDER  -  THIRD
 DG3219
 DG3219.The horizontal coordinates were established by classical geodetic methods
 DG3219.and adjusted by the National Geodetic Survey in September 1997..
 DG3219
 DG3219
 DG3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3219
 DG3219.The geoid height was determined by GEOID03.
 DG3219
 DG3219;                    North         East     Units Scale Factor Converg.
 DG3219;SPC GA W     -   424,960.998   654,556.904   MT  0.99992545   -0 16 24.1
 DG3219;SPC GA W     - 1,394,226.21  2,147,492.11   sFT  0.99992545   -0 16 24.1
 DG3219;UTM  16      - 3,745,978.182   716,760.549   MT  1.00017926   +1 18 16.7
 DG3219
 DG3219                          SUPERSEDED SURVEY CONTROL
 DG3219
 DG3219  NAD 83(1994)-  33 49 54.61294(N)    084 39 27.49632(W) AD(       ) 4
 DG3219  NAD 83(1986)-  33 49 54.61319(N)    084 39 27.49559(W) AD(       ) 4
 DG3219  NAD 27      -  33 49 54.22800(N)    084 39 27.73900(W) AD(       ) 3
 DG3219
 DG3219.Superseded values are not recommended for survey control.
 DG3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3219.See file dsdata.txt to determine how the superseded data were derived.
 DG3219
 DG3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC1676145978(NAD 83)
 DG3219_MARKER: 51 = TANK
 DG3219
 DG3219  HISTORY     - Date     Condition        Report By
 DG3219  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3219  HISTORY     - 1972     GOOD             NGS
 DG3219
 DG3219                          STATION DESCRIPTION
 DG3219
 DG3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (RJS)
 DG3219'THIS INTERSECTION STATION IS THE CENTER OF THE SILVER-COLORED
 DG3219'WATER TANK OF THE CLARK O.N.T. THREAD COMPANY ON STATE HIGHWAY
 DG3219'6 ABOUT 2.5 MILES NW OF AUSTELL IN THE COMMUNITY OF CLARKDALE.
 DG3219'THE LETTERS O.N.T. ARE PAINTED ON THE SIDE OF THE TANK IN BLACK.
 DG3219
 DG3219                          STATION RECOVERY (1972)
 DG3219
 DG3219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG3219'STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  THIS STATION
 DG3219'WAS PREVIOUSLY NAMED CLARKSDALE CLARK O N T THREAD CO WATER
 DG3219'TANK 1941.  A NEW DESCRIPTION FOLLOWS--
 DG3219'
 DG3219'THE STATION IS THE BALL AT THE TOP AND CENTER OF A WATER TANK,
 DG3219'THAT HAS A CONICAL TOP, CYLINDRICAL SIDES AND A HEMISPHERICAL
 DG3219'BOTTOM.  THE TANK IS SUPPORTED BY FOUR TRUSS-WORK STEEL LEGS
 DG3219'AND IS PAINTED SILVER IN COLOR.  IT IS 120 FEET HIGH AND IS
 DG3219'OWNED BY COATS AND CLARK INCORPORATED.
 DG3219'
 DG3219'LOCATED ABOUT 1.85 MILE NORTHWEST OF AUSTELL, 0.4 MILE
 DG3219'WEST-NORTHWEST OF THE CENTER OF CLARKSDALE AND 0.25 MILE WEST
 DG3219'OF U.S. HWY. 278, AT THE WEST SIDE OF THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2545 ***********************************************************************
 DG2545  DESIGNATION -  CLARKSTON MUN TANK
 DG2545  PID         -  DG2545
 DG2545  STATE/COUNTY-  GA/DE KALB
 DG2545  USGS QUAD   -  STONE MOUNTAIN (1997)
 DG2545
 DG2545                         *CURRENT SURVEY CONTROL
 DG2545  ___________________________________________________________________
 DG2545* NAD 83(1994)-  33 48 32.29851(N)    084 14 21.82547(W)     ADJUSTED  
 DG2545* NAVD 88     -                                                        
 DG2545  ___________________________________________________________________
 DG2545  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DG2545  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 DG2545
 DG2545  HORZ ORDER  -  THIRD
 DG2545
 DG2545.The horizontal coordinates were established by classical geodetic methods
 DG2545.and adjusted by the National Geodetic Survey in September 1997..
 DG2545.No horizontal observational check was made to the station.
 DG2545
 DG2545
 DG2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2545
 DG2545.The geoid height was determined by GEOID03.
 DG2545
 DG2545;                    North         East     Units Scale Factor Converg.
 DG2545;SPC GA W     -   422,319.213   693,266.589   MT  0.99990056   -0 02 25.7
 DG2545;SPC GA W     - 1,385,558.95  2,274,492.13   sFT  0.99990056   -0 02 25.7
 DG2545;UTM  16      - 3,744,402.563   755,542.994   MT  1.00040511   +1 32 12.9
 DG2545
 DG2545                          SUPERSEDED SURVEY CONTROL
 DG2545
 DG2545  NAD 83(1986)-  33 48 32.30258(N)    084 14 21.82575(W) AD(       ) 4
 DG2545  NAD 27      -  33 48 31.92877(N)    084 14 22.10968(W) AD(       ) 3
 DG2545
 DG2545.Superseded values are not recommended for survey control.
 DG2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2545.See file dsdata.txt to determine how the superseded data were derived.
 DG2545
 DG2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC5554344403(NAD 83)
 DG2545_MARKER: 53 = ELEVATED TANK
 DG2545
 DG2545  HISTORY     - Date     Condition        Report By
 DG2545  HISTORY     - 1973     FIRST OBSERVED   NGS
 DG2545
 DG2545                          STATION DESCRIPTION
 DG2545
 DG2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 DG2545'THE STATION IS THE BALL ATOP AND CENTER OF THE CLARKSTON
 DG2545'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 DG2545'CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR STEEL
 DG2545'TRUSSWORK LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 125
 DG2545'FEET HIGH.
 DG2545'
 DG2545'STATION IS LOCATED IN CLARKSTON AT THE NORTHWEST CORNER OF THE
 DG2545'CLARKSTON CITY HALL, 102 FEET SOUTHWEST OF THE CENTERLINE OF
 DG2545'MARKET STREET AND 83 FEET SOUTHEAST OF THE CENTERLINE OF CHURCH
 DG2545'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0016 ***********************************************************************
 CK0016  DESIGNATION -  CLAXTON
 CK0016  PID         -  CK0016
 CK0016  STATE/COUNTY-  GA/EVANS
 CK0016  USGS QUAD   -  CLAXTON (1976)
 CK0016
 CK0016                         *CURRENT SURVEY CONTROL
 CK0016  ___________________________________________________________________
 CK0016* NAD 83(1986)-  32 09 39.     (N)    081 54 31.     (W)     SCALED    
 CK0016* NAVD 88     -        56.796  (meters)     186.34   (feet)  ADJUSTED  
 CK0016  ___________________________________________________________________
 CK0016  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CK0016  DYNAMIC HT  -          56.730 (meters)     186.12  (feet)  COMP
 CK0016  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 CK0016
 CK0016  VERT ORDER  -  SECOND    CLASS 0
 CK0016
 CK0016.The horizontal coordinates were scaled from a topographic map and have
 CK0016.an estimated accuracy of +/- 6 seconds.
 CK0016
 CK0016.The orthometric height was determined by differential leveling
 CK0016.and adjusted by the National Geodetic Survey in June 1991..
 CK0016
 CK0016.The geoid height was determined by GEOID03.
 CK0016
 CK0016.The dynamic height is computed by dividing the NAVD 88
 CK0016.geopotential number by the normal gravity value computed on the
 CK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0016.degrees latitude (g = 980.6199 gals.).
 CK0016
 CK0016.The modeled gravity was interpolated from observed gravity values.
 CK0016
 CK0016;                    North         East    Units  Estimated Accuracy
 CK0016;SPC GA E     -   239,580.      224,340.      MT  (+/- 180 meters Scaled)
 CK0016
 CK0016                          SUPERSEDED SURVEY CONTROL
 CK0016
 CK0016  NGVD 29 (??/??/92)   57.017  (m)          187.06   (f) ADJ UNCH    2 0
 CK0016
 CK0016.Superseded values are not recommended for survey control.
 CK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0016.See file dsdata.txt to determine how the superseded data were derived.
 CK0016
 CK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR143586(NAD 83)
 CK0016_MARKER: DB = BENCH MARK DISK
 CK0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CK0016_SP_SET: STEPS
 CK0016_STAMPING: 187.063 CLAXTON 1933
 CK0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CK0016
 CK0016  HISTORY     - Date     Condition        Report By
 CK0016  HISTORY     - 1933     MONUMENTED       CGS
 CK0016  HISTORY     - 1955     GOOD             NGS
 CK0016
 CK0016                          STATION DESCRIPTION
 CK0016
 CK0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0016'AT CLAXTON.
 CK0016'AT CLAXTON, AT THE COURT HOUSE, SET VERTICALLY IN THE SOUTH FACE
 CK0016'OF THE EAST RAILING OF THE MAIN SOUTH ENTRANCE STEPS TO COURT
 CK0016'HOUSE, 16 FEET EAST OF CENTER OF SOUTH ENTRANCE TO COURT HOUSE
 CK0016'AND 3 1/2 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4090 ***********************************************************************
 CK4090  DESIGNATION -  CLAXTON
 CK4090  PID         -  CK4090
 CK4090  STATE/COUNTY-  GA/EVANS
 CK4090  USGS QUAD   -  CLAXTON (1976)
 CK4090
 CK4090                         *CURRENT SURVEY CONTROL
 CK4090  ___________________________________________________________________
 CK4090* NAD 83(1994)-  32 09 42.95496(N)    081 53 20.90889(W)     ADJUSTED  
 CK4090* NAVD 88     -        56.80   (+/-2cm)     186.4    (feet)  VERTCON   
 CK4090  ___________________________________________________________________
 CK4090  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CK4090  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CK4090
 CK4090  HORZ ORDER  -  FIRST
 CK4090  VERT ORDER  -  THIRD (See Below)
 CK4090
 CK4090.The horizontal coordinates were established by classical geodetic methods
 CK4090.and adjusted by the National Geodetic Survey in September 1997..
 CK4090
 CK4090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK4090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK4090.The vertical order pertains to the NGVD 29 superseded value.
 CK4090
 CK4090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4090
 CK4090.The geoid height was determined by GEOID03.
 CK4090
 CK4090;                    North         East     Units Scale Factor Converg.
 CK4090;SPC GA E     -   239,705.157   226,175.471   MT  0.99990845   +0 08 51.8
 CK4090;SPC GA E     -   786,432.67    742,044.02   sFT  0.99990845   +0 08 51.8
 CK4090;UTM  17      - 3,558,731.151   416,162.316   MT  0.99968668   -0 28 24.0
 CK4090
 CK4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4090!SPC GA E     -   0.99999576  x   0.99990845  =   0.99990421
 CK4090!UTM  17      -   0.99999576  x   0.99968668  =   0.99968244
 CK4090
 CK4090|---------------------------------------------------------------------|
 CK4090| PID    Reference Object                     Distance      Geod. Az  |
 CK4090|                                                           dddmmss.s |
 CK4090| CK4664 CLAXTON RM 1                         32.060 METERS 01528     |
 CK4090| CK4663 CLAXTON AZ MK                                      1025533.9 |
 CK4090| CK4665 CLAXTON RM 2                         32.900 METERS 11536     |
 CK4090| CK6030 CLAXTON RM 3                         21.449 METERS 17711     |
 CK4090| CK4091 CLAXTON MUN TANK                    APPROX. 1.8 KM 2660721.9 |
 CK4090| CK6031 CLAXTON RM 4                         13.805 METERS 26819     |
 CK4090|---------------------------------------------------------------------|
 CK4090
 CK4090                          SUPERSEDED SURVEY CONTROL
 CK4090
 CK4090  NAD 83(1986)-  32 09 42.95865(N)    081 53 20.90765(W) AD(       ) 1
 CK4090  NAD 27      -  32 09 42.26700(N)    081 53 21.49500(W) AD(       ) 1
 CK4090  NGVD 29 (07/19/86)   57.02   (m)          187.1    (f) LEVELING    3  
 CK4090
 CK4090.Superseded values are not recommended for survey control.
 CK4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4090.See file dsdata.txt to determine how the superseded data were derived.
 CK4090
 CK4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1616258731(NAD 83)
 CK4090_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CK4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK4090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK4090+STABILITY: SURFACE MOTION
 CK4090
 CK4090  HISTORY     - Date     Condition        Report By
 CK4090  HISTORY     - 1934     MONUMENTED       CGS
 CK4090  HISTORY     - 1958     GOOD             AMS
 CK4090  HISTORY     - 1976     GOOD             LOCSUR
 CK4090  HISTORY     - 1983     GOOD             GADT
 CK4090
 CK4090                          STATION DESCRIPTION
 CK4090
 CK4090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 CK4090'ABOUT 0.9 MILE EAST OF BUSINESS CENTER OF CLAXTON, 0.7 MILE EAST
 CK4090'OF STATE HIGHWAY 73, ABOUT 100 YARDS SOUTHEAST OF 2-STORY FRAME
 CK4090'HOUSE, 35 METERS (115 FEET) SOUTH OF CENTER LINE OF DIRT ROAD AND
 CK4090'31.3 METERS (103 FEET) NORTH OF CENTER LINE OF U.S. HIGHWAY 280.
 CK4090'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 CK4090'UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH
 CK4090'MARKS ARE STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE
 CK4090'MARK NO. 1 PROJECTS 6 INCHES, IS 4 METERS (13 FEET) SOUTH OF
 CK4090'CENTER LINE OF DIRT ROAD, 2 FEET SOUTH OF BANK OF ROADWAY CUT AND
 CK4090'32.06 METERS (105.2 FEET) NORTH-NORTHEAST OF STATION N 15
 CK4090'DEG 30 MIN E.  NO. 2 PROJECTS 6 INCHES, IS 15.3 METERS (50 FEET) NORTH
 CK4090'OF CENTER LINE OF U.S. HIGHWAY 280 AND 32.89 METERS (107.9 FEET)
 CK4090'SOUTHEAST OF STATION S 64 DEG 22 MIN E.  AZIMUTH MARK
 CK4090'PROJECTS 12 INCHES, IS ABOUT 80 PACES EAST OF DIRT ROAD RAILROAD
 CK4090'CROSSING, 10 PACES SOUTH OF SEABOARD AIR LINE RAILWAY AND 0.2 MILE
 CK4090'EAST-SOUTHEAST OF STATION S 77 DEG 04 MIN E.
 CK4090'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--CLAXTON, MUNICIPAL
 CK4090'WATER TANK, 1-1/4 MILES WEST OF STATION S 86 DEG 07 MIN W.
 CK4090'9C-22 (GA.GEOD.S.) (SEE DESCRIPTION THEREOF) 0.2 MILE
 CK4090'WEST OF STATION S 86 DEG 32 MIN W.  9C-21
 CK4090'(GA.GEOD.S.) (SEE DESCRIPTION THEREOF), 0.9 MILE EAST-SOUTHEAST OF
 CK4090'STATION S 79 DEG 46 MIN E.
 CK4090
 CK4090                          STATION RECOVERY (1958)
 CK4090
 CK4090'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CK4090'STATION RECOVERED AS DESCRIBED.
 CK4090'
 CK4090'REFERENCE MARK 1 WAS NOT FOUND.
 CK4090'
 CK4090'REFERENCE MARK 2 RECOVERED.
 CK4090'
 CK4090'AZIMUTH MARK WAS DESTROYED.
 CK4090
 CK4090                          STATION RECOVERY (1976)
 CK4090
 CK4090'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (TML)
 CK4090'CLAXTON NO. 2 1935 RECOVERED IN GOOD CONDITION.
 CK4090'
 CK4090'DISTANCE AND DIRECTION FROM NEAREST TOWN--FROM U. S. 301 IN CLAXTON,
 CK4090'.8 MI. EAST ON U. S. 280.
 CK4090
 CK4090                          STATION RECOVERY (1983)
 CK4090
 CK4090'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK4090'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CK4090'CONDITION.  THE TWO STORY HOUSE MENTIONED IN THE PREVIOUS
 CK4090'DESCRIPTION HAD BEEN RAZED, THE DIRT ROAD NOW APPEARS ONLY AS A
 CK4090'DITCH AND IS OVER GROWN WITH TREES, ALSO A BRICK HOUSE HAS BEEN
 CK4090'BUILT ON THE EAST SIDE OF THE STATION.  THE AZIMUTH MARK WAS
 CK4090'SEARCHED FOR BUT NOT FOUND DUE TO A POOR LOCAL DESCRIPTION, SOME
 CK4090'EXCAVATION HAD BEEN DONE IN THE AREA AND QUITE POSSIBLE MAY HAVE
 CK4090'BEEN DESTROYED.  THE BRICK HOUSE BLOCKS THE LINE OF SIGHT TO
 CK4090'REFERENCE MARKS 1 AND 2 .  REFERENCE MARK 1 IS ALSO BEHIND A SHED
 CK4090'THAT IS NORTH OF THE HOUSE.  LINES OF SIGHT TO THE EAST AND WEST
 CK4090'ARE BLOCKED EITHER BY THE HOUSE OR THE TREES.  THE WATER TANK WAS
 CK4090'RAZED DURING THIS PROJECT.  REFERENCE MARKS 3 AND 4 WERE
 CK4090'ESTABLISHED AT THIS TIME AND A TRAVERSE TIE WAS MADE FROM NEW
 CK4090'STATION UNIONS THROUGH REFERENCE MARK 3 AND UNIONS AZ MK 2.O
 CK4090'AZIMUTH MARK WAS ESTABLISHED FOR THE STATION DUE TO POOR VISIBILITY
 CK4090'IN ALL DIRECTIONS.
 CK4090'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CK4090'THE STATION IS LOCATED IN CLAXTON.
 CK4090'OWNERSHIP--PRIVATE PROPERTY BUT OWNER INFORMATION WAS LOST.
 CK4090'
 CK4090'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S. HIGHWAYS
 CK4090'301, AND 280 IN CLAXTON, GO EAST ALONG U.S. HIGHWAY 280 FOR
 CK4090'1.5 KM (0.9 MI) TO THE STATION ON THE LEFT ON THE WEST SIDE
 CK4090'OF A BRICK HOUSE.
 CK4090'
 CK4090'THE STATION IS A STANDARD CGS DISK
 CK4090'STAMPED---CLAXTON 1935---,
 CK4090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4090'PROJECTING 15 CM ABOVE GROUND.  IT IS LOCATED
 CK4090'30.5 METERS (100 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK4090'10.6 METERS (33 FT) EAST FROM THE CENTERLINE OF A DIRT LANE,
 CK4090'7.32 METERS (24 FT) NORTH-NORTHWEST FROM THE SOUTHWEST CORNER
 CK4090'OF THE BRICK HOUSE, AND
 CK4090'1.5 METERS (5 FT) WEST FROM THE WEST SIDE OF THE BRICK HOUSE.
 CK4090'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 CK4090'STAMPED---CLAXTON 1935---,
 CK4090'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 CK4090'
 CK4090'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CK4090'STAMPED---CLAXTON 1935 NO 3 1982---,
 CK4090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4090'FLUSH WITH GROUND.  IT IS LOCATED ON STATE RIGHT OF WAY
 CK4090'8.75 METERS (32 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 CK4090'HIGHWAY,
 CK4090'10.06 METERS (33 FT) EAST FROM THE CENTERLINE OF THE DIRT LANE,
 CK4090'AND
 CK4090'13.81 METERS (45.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 CK4090'BRICK HOUSE.
 CK4090'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CK4090'STAMPED---CLAXTON 1935 NO 3 1982---,
 CK4090'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE
 CK4090'SURFACE OF THE GROUND.
 CK4090'
 CK4090'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 CK4090'STAMPED---CLAXTON 1935 NO 4 1982---,
 CK4090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK4090'FLUSH WITH GROUND.  IT IS LOCATED ON THE SAME PROPERTY
 CK4090'32 METERS (105 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK4090'3.68 METERS (12.1 FT) WEST FROM THE CENTERLINE OF THE DIRT LANE,
 CK4090'AND
 CK4090'14.53 METERS (47.7 FT) WEST FROM THE WEST SIDE OF THE BRICK HOUSE.
 CK4090'MARK IS LEVEL WITH STATION.
 CK4090'
 CK4090'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CK4090'
 CK4090'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6028 ***********************************************************************
 CK6028  DESIGNATION -  CLAXTON CABLE TV MAST
 CK6028  PID         -  CK6028
 CK6028  STATE/COUNTY-  GA/EVANS
 CK6028  USGS QUAD   -  CLAXTON (1976)
 CK6028
 CK6028                         *CURRENT SURVEY CONTROL
 CK6028  ___________________________________________________________________
 CK6028* NAD 83(1994)-  32 09 49.68691(N)    081 54 24.76066(W)     ADJUSTED  
 CK6028* NAVD 88     -                                                        
 CK6028  ___________________________________________________________________
 CK6028  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 CK6028  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 CK6028
 CK6028  HORZ ORDER  -  THIRD
 CK6028
 CK6028.The horizontal coordinates were established by classical geodetic methods
 CK6028.and adjusted by the National Geodetic Survey in September 1997..
 CK6028
 CK6028
 CK6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6028
 CK6028.The geoid height was determined by GEOID03.
 CK6028
 CK6028;                    North         East     Units Scale Factor Converg.
 CK6028;SPC GA E     -   239,908.324   224,502.095   MT  0.99990740   +0 08 17.9
 CK6028;SPC GA E     -   787,099.23    736,553.96   sFT  0.99990740   +0 08 17.9
 CK6028;UTM  17      - 3,558,952.396   414,491.607   MT  0.99969017   -0 28 58.1
 CK6028
 CK6028                          SUPERSEDED SURVEY CONTROL
 CK6028
 CK6028  NAD 83(1986)-  32 09 49.69000(N)    081 54 24.76539(W) AD(       ) 4
 CK6028
 CK6028.Superseded values are not recommended for survey control.
 CK6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6028.See file dsdata.txt to determine how the superseded data were derived.
 CK6028
 CK6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1449258952(NAD 83)
 CK6028_MARKER: 43 = RADIO/TV TOWER
 CK6028
 CK6028  HISTORY     - Date     Condition        Report By
 CK6028  HISTORY     - 1982     FIRST OBSERVED   GADT
 CK6028
 CK6028                          STATION DESCRIPTION
 CK6028
 CK6028'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6028'THE STATION, CLAXTON CABLE TELEVISION MAST, IS THE LIGHT TOP CENTER
 CK6028'APPROXIMATELY 152 METERS (500 FT) ABOVE THE SURFACE
 CK6028'OF THE GROUND ON A RED AND WHITE MAST WITH
 CK6028'SEVERAL ANTENNAS NEAR THE UPPER PART LOCATED
 CK6028'IN CLAXTON.
 CK6028'
 CK6028'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 301 AND
 CK6028'280, GO NORTH ALONG U.S. HIGHWAY 301 FOR 0.25 KM (0.15 MI)
 CK6028'TO THE JUNCTION OF WEST JAMES STREET.  TURN LEFT GOING WEST
 CK6028'ALONG WEST JAMES STREET FOR 0.15 KM (0.1 MI) TO THE JUNCTION OF
 CK6028'DANIEL STREET TO THE RIGHT.  TURN RIGHT GOING NORTH ALONG DANIEL
 CK6028'STREET FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.  IT IS
 CK6028'LOCATED 61 METERS (200 FT) WEST FROM A PAVED STREET, AND BETWEEN
 CK6028'TWO SMALL BRICK BUILDINGS.
 CK6028'OWNERSHIP--TELEMEDIA CO, WAYNESBORO, GA. TELEPHONE 404-554-2067.
 CK6028'
 CK6028'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6029 ***********************************************************************
 CK6029  DESIGNATION -  CLAXTON GA PWR MICRO TWR
 CK6029  PID         -  CK6029
 CK6029  STATE/COUNTY-  GA/EVANS
 CK6029  USGS QUAD   -  CLAXTON (1976)
 CK6029
 CK6029                         *CURRENT SURVEY CONTROL
 CK6029  ___________________________________________________________________
 CK6029* NAD 83(1994)-  32 10 23.82161(N)    081 53 58.96048(W)     ADJUSTED  
 CK6029* NAVD 88     -                                                        
 CK6029  ___________________________________________________________________
 CK6029  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CK6029  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CK6029
 CK6029  HORZ ORDER  -  THIRD
 CK6029
 CK6029.The horizontal coordinates were established by classical geodetic methods
 CK6029.and adjusted by the National Geodetic Survey in September 1997..
 CK6029
 CK6029
 CK6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6029
 CK6029.The geoid height was determined by GEOID03.
 CK6029
 CK6029;                    North         East     Units Scale Factor Converg.
 CK6029;SPC GA E     -   240,961.319   225,175.421   MT  0.99990781   +0 08 31.7
 CK6029;SPC GA E     -   790,553.93    738,763.03   sFT  0.99990781   +0 08 31.7
 CK6029;UTM  17      - 3,559,997.802   415,176.160   MT  0.99968873   -0 28 44.8
 CK6029
 CK6029                          SUPERSEDED SURVEY CONTROL
 CK6029
 CK6029  NAD 83(1986)-  32 10 23.82537(N)    081 53 58.96477(W) AD(       ) 4
 CK6029
 CK6029.Superseded values are not recommended for survey control.
 CK6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6029.See file dsdata.txt to determine how the superseded data were derived.
 CK6029
 CK6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1517659998(NAD 83)
 CK6029_MARKER: 45 = MICROWAVE TOWER
 CK6029
 CK6029  HISTORY     - Date     Condition        Report By
 CK6029  HISTORY     - 1983     FIRST OBSERVED   GADT
 CK6029
 CK6029                          STATION DESCRIPTION
 CK6029
 CK6029'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK6029'THE STATION, CLAXTON GEORGIA POWER MICROWAVE TOWER, IS THE RED LIGHT
 CK6029'NOT CENTERED ON TOP OF A RED AND WHITE MAST THAT IS ABOUT 91
 CK6029'METERS (300 FT) ABOVE THE SURFACE OF THE GROUND.  IT HAS TWO
 CK6029'DISH ANTENNAS AT DIFFERENT ELEVATIONS AT THE TOP.
 CK6029'
 CK6029'IT IS LOCATED IN CLAXTON.
 CK6029'OWNERSHIP--GEORGIA POWER COMPANY, NORCROSS GEORGIA.
 CK6029'
 CK6029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND
 CK6029'U.S. HIGHWAY 301, GO NORTH ALONG U.S. HIGHWAY 301 FOR 1.6 KM
 CK6029'(1 MI) TO THE JUNCTION OF A WOODS ROAD TO THE LEFT.  TURN LEFT GOING
 CK6029'WESTERLY ALONG THE WOODS ROAD FOR 0.3 KM (0.2 MI) TO THE STATION
 CK6029'
 CK6029'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6030 ***********************************************************************
 CK6030  DESIGNATION -  CLAXTON RM 3
 CK6030  PID         -  CK6030
 CK6030  STATE/COUNTY-  GA/EVANS
 CK6030  USGS QUAD   -  CLAXTON (1976)
 CK6030
 CK6030                         *CURRENT SURVEY CONTROL
 CK6030  ___________________________________________________________________
 CK6030* NAD 83(1994)-  32 09 42.25946(N)    081 53 20.86869(W)     ADJUSTED  
 CK6030* NAVD 88     -        56.1    (meters)     184.     (feet)  VERTCON   
 CK6030  ___________________________________________________________________
 CK6030  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 CK6030  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 CK6030
 CK6030  HORZ ORDER  -  SECOND
 CK6030
 CK6030.The horizontal coordinates were established by classical geodetic methods
 CK6030.and adjusted by the National Geodetic Survey in September 1997..
 CK6030
 CK6030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6030
 CK6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6030
 CK6030.The geoid height was determined by GEOID03.
 CK6030
 CK6030;                    North         East     Units Scale Factor Converg.
 CK6030;SPC GA E     -   239,683.739   226,176.579   MT  0.99990845   +0 08 51.9
 CK6030;SPC GA E     -   786,362.40    742,047.66   sFT  0.99990845   +0 08 51.9
 CK6030;UTM  17      - 3,558,709.727   416,163.192   MT  0.99968668   -0 28 24.0
 CK6030
 CK6030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6030!SPC GA E     -   0.99999586  x   0.99990845  =   0.99990431
 CK6030!UTM  17      -   0.99999586  x   0.99968668  =   0.99968254
 CK6030
 CK6030|---------------------------------------------------------------------|
 CK6030| PID    Reference Object                     Distance      Geod. Az  |
 CK6030|                                                           dddmmss.s |
 CK6030| CK4665 CLAXTON RM 2                         29.508 METERS 07552     |
 CK6030| CK6032 CLAXTON S GRADY ST TANK             APPROX. 1.8 KM 2654739.3 |
 CK6030| CK4091 CLAXTON MUN TANK                    APPROX. 1.8 KM 2664721.0 |
 CK6030| CK6031 CLAXTON RM 4                         25.735 METERS 32445     |
 CK6030| CK4090 CLAXTON                              21.449 METERS 35711     |
 CK6030|---------------------------------------------------------------------|
 CK6030
 CK6030                          SUPERSEDED SURVEY CONTROL
 CK6030
 CK6030  NAD 83(1986)-  32 09 42.26320(N)    081 53 20.86746(W) AD(       ) 2
 CK6030  NGVD 29 (10/08/91)   56.4    (m)          185.     (f) H LEVEL        
 CK6030
 CK6030.Superseded values are not recommended for survey control.
 CK6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6030.See file dsdata.txt to determine how the superseded data were derived.
 CK6030
 CK6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1616358710(NAD 83)
 CK6030_MARKER: DR = REFERENCE MARK DISK
 CK6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK6030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CK6030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6030+STABILITY: SURFACE MOTION
 CK6030
 CK6030  HISTORY     - Date     Condition        Report By
 CK6030  HISTORY     - 1982     MONUMENTED       GADT
 CK6030
 CK6030                          STATION DESCRIPTION
 CK6030
 CK6030'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6030'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) EAST FROM CLAXTON,
 CK6030'AND 5.2 KM (3.2 MI) WEST-NORTHWEST FROM DAISY.
 CK6030'OWNERSHIP--STATE OF GEORGIA RIGHT OF WAY.
 CK6030'
 CK6030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND
 CK6030'U.S. HIGHWAY 280, GO EAST ALONG U.S. HIGHWAY 280 FOR 1.3 KM
 CK6030'(0.85 MI) TO THE STATION ON THE LEFT IN FRONT OF A BRICK HOUSE.
 CK6030'
 CK6030'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CK6030'STAMPED---CLAXTON 1935 NO 3 1982---,
 CK6030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER,
 CK6030'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK6030'THE STATION WAS OCCUPIED IN A TRAVERSE CONNECTION FROM CLAXTON
 CK6030'1935 TO UNIONS THROUGH UNIONS AZ MK 2.
 CK6030'IT IS LOCATED
 CK6030'8.75 METERS (32 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 CK6030'HIGHWAY,
 CK6030'10.06 METERS (33 FT) EAST FROM THE CENTERLINE OF A DIRT LANE TO
 CK6030'THE NORTH,
 CK6030'AND 13.81 METERS  (45.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 CK6030'OF THE PORCH OF THE BRICK HOUSE.
 CK6030'NO WITNESS POST WAS SET.
 CK6030'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 CK6030'STAMPED---CLAXTON 1935 NO 3 1982---,
 CK6030'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK6030'OF THE GROUND.
 CK6030'
 CK6030'CLAXTON 1935 IS A STANDARD CGS DISK
 CK6030'STAMPED---CLAXTON 1935---,
 CK6030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6030'AND PROJECTS 15 CM ABOVE THE SURFACE OF THE GROUND.
 CK6030'IT IS LOCATED
 CK6030'30.5 METERS (100 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK6030'10.6 METERS (33 FT) EAST FROM THE CENTERLINE OF THE DIRT LANE
 CK6030'TO THE NORTH,
 CK6030'7.32 METERS (24 FT) NORTH-NORTHWEST FROM THE SOUTH CORNER OF THE
 CK6030'BRICK HOUSE, AND
 CK6030'1.5 METERS (5 FT) WEST FROM THE WEST SIDE OF THE BRICK HOUSE.
 CK6030'THE UNDERGROUND STATION IS A STANDARD CGS DISK
 CK6030'STAMPED---CLAXTON 1935---,
 CK6030'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER BELOW THE SURFACE
 CK6030'OF THE GROUND.
 CK6030'
 CK6030'CLAXTON RM 4 IS A STANDARD NGS DISK
 CK6030'STAMPED---CLAXTON 1935 NO 4 1982---,
 CK6030'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 CK6030'AND FLUSH WITH THE SURFACE OF THE GROUND.
 CK6030'IT IS LOCATED
 CK6030'32 METERS (105 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 CK6030'3.68 METERS (12.1 FT) WEST FROM THE CENTERLINE OF THE DIRT LANE TO
 CK6030'THE NORTH, AND
 CK6030'14.54 METERS (47.7 FT) WEST FROM THE WEST SIDE OF THE BRICK HOUSE.
 CK6030'
 CK6030'REFERENCE MARK 1 IS BEHIND THE HOUSE SO IS NOT VISIBLE FROM
 CK6030'THE STATION AND WAS NOT OBSERVED.
 CK6030'
 CK6030'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.50 METERS.
 CK6030'
 CK6030'COUNTY ROAD NUMBERS OBTAINED FROM -- GENERAL HIGHWAY MAP EVANS
 CK6030'COUNTY GEORGIA 1976.  REVISED AUGUST 1976.
 CK6030'
 CK6030'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6032 ***********************************************************************
 CK6032  DESIGNATION -  CLAXTON S GRADY ST TANK
 CK6032  PID         -  CK6032
 CK6032  STATE/COUNTY-  GA/EVANS
 CK6032  USGS QUAD   -  CLAXTON (1976)
 CK6032
 CK6032                         *CURRENT SURVEY CONTROL
 CK6032  ___________________________________________________________________
 CK6032* NAD 83(1994)-  32 09 37.93206(N)    081 54 29.96406(W)     ADJUSTED  
 CK6032* NAVD 88     -                                                        
 CK6032  ___________________________________________________________________
 CK6032  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CK6032  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 CK6032
 CK6032  HORZ ORDER  -  THIRD
 CK6032
 CK6032.The horizontal coordinates were established by classical geodetic methods
 CK6032.and adjusted by the National Geodetic Survey in September 1997..
 CK6032
 CK6032
 CK6032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6032
 CK6032.The geoid height was determined by GEOID03.
 CK6032
 CK6032;                    North         East     Units Scale Factor Converg.
 CK6032;SPC GA E     -   239,545.950   224,366.641   MT  0.99990732   +0 08 15.1
 CK6032;SPC GA E     -   785,910.34    736,109.55   sFT  0.99990732   +0 08 15.1
 CK6032;UTM  17      - 3,558,591.590   414,352.263   MT  0.99969046   -0 29 00.7
 CK6032
 CK6032                          SUPERSEDED SURVEY CONTROL
 CK6032
 CK6032  NAD 83(1986)-  32 09 37.93559(N)    081 54 29.96957(W) AD(       ) 4
 CK6032
 CK6032.Superseded values are not recommended for survey control.
 CK6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6032.See file dsdata.txt to determine how the superseded data were derived.
 CK6032
 CK6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1435258592(NAD 83)
 CK6032_MARKER: 53 = ELEVATED TANK
 CK6032
 CK6032  HISTORY     - Date     Condition        Report By
 CK6032  HISTORY     - 1983     FIRST OBSERVED   GADT
 CK6032
 CK6032                          STATION DESCRIPTION
 CK6032
 CK6032'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK6032'THE STATION, CLAXTON SOUTH GRADY STREET TANK, IS THE APEX OF A VENT
 CK6032'ABOUT 51.81 METERS (170 FT) ABOVE THE SURFACE OF THE GROUND AND ON
 CK6032'TOP OF A BEIGE COLOR WATER TANK WITH 5 TUBULAR LEGS AND
 CK6032'300,000 GALLON CAPACITY.
 CK6032'
 CK6032'THE STATION IS LOCATED IN CLAXTON GEORGIA.
 CK6032'OWNERSHIP--CITY OF CLAXTON.
 CK6032'
 CK6032'THE STATION IS LOCATED IN THE SOUTHEAST SIDE OF THE CITY HALL,
 CK6032'13.7 METERS (45 FT) EAST FROM THE EAST WALL, 54.86 METERS
 CK6032'(180 FT) SOUTH FROM THE JUNCTION OF RAILROAD STREET AND GRADY
 CK6032'STREET, AND 19.81 METERS (65 FT) WEST FROM THE CENTER OF GRADY
 CK6032'STREET.
 CK6032'
 CK6032'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6033 ***********************************************************************
 CK6033  DESIGNATION -  CLAXTON UNION CAMP MAST
 CK6033  PID         -  CK6033
 CK6033  STATE/COUNTY-  GA/EVANS
 CK6033  USGS QUAD   -  DAISY (1976)
 CK6033
 CK6033                         *CURRENT SURVEY CONTROL
 CK6033  ___________________________________________________________________
 CK6033* NAD 83(1994)-  32 09 24.18493(N)    081 52 11.48567(W)     ADJUSTED  
 CK6033* NAVD 88     -                                                        
 CK6033  ___________________________________________________________________
 CK6033  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CK6033  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 CK6033
 CK6033  HORZ ORDER  -  THIRD
 CK6033
 CK6033.The horizontal coordinates were established by classical geodetic methods
 CK6033.and adjusted by the National Geodetic Survey in September 1997..
 CK6033
 CK6033
 CK6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6033
 CK6033.The geoid height was determined by GEOID03.
 CK6033
 CK6033;                    North         East     Units Scale Factor Converg.
 CK6033;SPC GA E     -   239,131.897   227,995.911   MT  0.99990966   +0 09 28.7
 CK6033;SPC GA E     -   784,551.90    748,016.58   sFT  0.99990966   +0 09 28.7
 CK6033;UTM  17      - 3,558,138.327   417,976.028   MT  0.99968297   -0 27 46.8
 CK6033
 CK6033                          SUPERSEDED SURVEY CONTROL
 CK6033
 CK6033  NAD 83(1986)-  32 09 24.18777(N)    081 52 11.49005(W) AD(       ) 4
 CK6033
 CK6033.Superseded values are not recommended for survey control.
 CK6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6033.See file dsdata.txt to determine how the superseded data were derived.
 CK6033
 CK6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1797658138(NAD 83)
 CK6033_MARKER: 41 = ANTENNA MAST
 CK6033
 CK6033  HISTORY     - Date     Condition        Report By
 CK6033  HISTORY     - 1982     FIRST OBSERVED   GADT
 CK6033
 CK6033                          STATION DESCRIPTION
 CK6033
 CK6033'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1982 (WRN)
 CK6033'THE STATION, CLAXTON UNION CAMP MAST, IS THE LIGHT TOP CENTER
 CK6033'APPROXIMATELY 64 METERS (210 FT) ABOVE THE SURFACE OF THE GROUND
 CK6033'ON TOP OF A RED AND WHITE MAST.  THE STATION IS LOCATED
 CK6033'ABOUT 3.2 KM (2 MI) EAST-SOUTHEAST FROM CLAXTON.
 CK6033'
 CK6033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280
 CK6033'AND U.S. HIGHWAY 301 IN CLAXTON, GO EAST ALONG U.S. HIGHWAY 280
 CK6033'FOR 3.4 KM (2.1 MI) TO THE JUNCTION OF COUNTY ROAD 93 TO THE
 CK6033'RIGHT.  TURN RIGHT GOING SOUTH ALONG COUNTY ROAD 93 FOR 0.3 KM
 CK6033'(0.2 MI) TO THE RAILROAD TRACKS.  CROSS THE RAILROAD TRACKS
 CK6033'AND CONTINUE GOING SOUTH ALONG COUNTY ROAD 93 FOR 0.1 KM (0.05 MI)
 CK6033'TO THE STATION ON THE RIGHT.
 CK6033'
 CK6033'IT IS LOCATED ABOUT 76 METERS (250 FT) WEST FROM THE CENTERLINE
 CK6033'OF COUNTY ROAD 93.
 CK6033'
 CK6033'OWNERSHIP--UNION CAMP CORPORATION.
 CK6033'
 CK6033'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6034 ***********************************************************************
 CK6034  DESIGNATION -  CLAXTON WCLA RAD MAST
 CK6034  PID         -  CK6034
 CK6034  STATE/COUNTY-  GA/EVANS
 CK6034  USGS QUAD   -  CLAXTON (1976)
 CK6034
 CK6034                         *CURRENT SURVEY CONTROL
 CK6034  ___________________________________________________________________
 CK6034* NAD 83(1994)-  32 09 59.78210(N)    081 54 05.72895(W)     ADJUSTED  
 CK6034* NAVD 88     -                                                        
 CK6034  ___________________________________________________________________
 CK6034  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CK6034  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 CK6034
 CK6034  HORZ ORDER  -  THIRD
 CK6034
 CK6034.The horizontal coordinates were established by classical geodetic methods
 CK6034.and adjusted by the National Geodetic Survey in September 1997..
 CK6034
 CK6034
 CK6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6034
 CK6034.The geoid height was determined by GEOID03.
 CK6034
 CK6034;                    North         East     Units Scale Factor Converg.
 CK6034;SPC GA E     -   240,220.469   224,999.937   MT  0.99990770   +0 08 28.0
 CK6034;SPC GA E     -   788,123.32    738,187.29   sFT  0.99990770   +0 08 28.0
 CK6034;UTM  17      - 3,559,259.059   414,992.695   MT  0.99968911   -0 28 48.1
 CK6034
 CK6034                          SUPERSEDED SURVEY CONTROL
 CK6034
 CK6034  NAD 83(1986)-  32 09 59.78519(N)    081 54 05.73400(W) AD(       ) 4
 CK6034
 CK6034.Superseded values are not recommended for survey control.
 CK6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6034.See file dsdata.txt to determine how the superseded data were derived.
 CK6034
 CK6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR1499359259(NAD 83)
 CK6034_MARKER: 41 = ANTENNA MAST
 CK6034
 CK6034  HISTORY     - Date     Condition        Report By
 CK6034  HISTORY     - 1983     FIRST OBSERVED   GADT
 CK6034
 CK6034                          STATION DESCRIPTION
 CK6034
 CK6034'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK6034'THE STATION, CLAXTON WCLA RADIO MAST, IS THE RED LIGHT TOP CENTER
 CK6034'62.17 METERS (204 FT) ABOVE THE SURFACE OF THE GROUND. AND ON TOP
 CK6034'OF A RED AND WHITE MAST.  IT IS LOCATED IN CLAXTON GEORGIA.
 CK6034'OWNERSHIP--CLAXTON WCLA RADIO STATION, 316 N RIVER STREET, CLAXTON
 CK6034'GEORGIA.
 CK6034'
 CK6034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301, AND
 CK6034'U.S. HIGHWAY 280, GO EAST ALONG U.S. HIGHWAY 280 FOR 0.3 KM (0.2
 CK6034'MI) TO THE JUNCTION OF RIVER STREET CROSSING.  TURN LEFT GOING
 CK6034'NORTH ALONG RIVER STREET FOR 0.5 KM (0.3 MI) TO THE STATION ON
 CK6034'THE LEFT.
 CK6034'
 CK6034'THE STATION IS LOCATED 91.44 METERS (300 FT) EAST FROM RIVER
 CK6034'STREET.
 CK6034'
 CK6034'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3296 ***********************************************************************
 DG3296  DESIGNATION -  CLEM
 DG3296  PID         -  DG3296
 DG3296  STATE/COUNTY-  GA/CARROLL
 DG3296  USGS QUAD   -  HULETT (1982)
 DG3296
 DG3296                         *CURRENT SURVEY CONTROL
 DG3296  ___________________________________________________________________
 DG3296* NAD 83(1994)-  33 31 09.48239(N)    084 58 29.43098(W)     ADJUSTED  
 DG3296* NAVD 88     -       346.95   (+/-2cm)    1138.3    (feet)  VERTCON   
 DG3296  ___________________________________________________________________
 DG3296  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG3296  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG3296
 DG3296  HORZ ORDER  -  FIRST
 DG3296  VERT ORDER  -  THIRD ? (See Below)
 DG3296
 DG3296.The horizontal coordinates were established by classical geodetic methods
 DG3296.and adjusted by the National Geodetic Survey in September 1997..
 DG3296
 DG3296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3296.The vertical order pertains to the NGVD 29 superseded value.
 DG3296
 DG3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3296
 DG3296.The geoid height was determined by GEOID03.
 DG3296
 DG3296;                    North         East     Units Scale Factor Converg.
 DG3296;SPC GA W     -   390,483.183   624,925.497   MT  0.99996946   -0 26 46.7
 DG3296;SPC GA W     - 1,281,110.24  2,050,276.40   sFT  0.99996946   -0 26 46.7
 DG3296;UTM  16      - 3,710,695.064   688,081.210   MT  1.00003613   +1 07 07.2
 DG3296
 DG3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3296!SPC GA W     -   0.99995012  x   0.99996946  =   0.99991958
 DG3296!UTM  16      -   0.99995012  x   1.00003613  =   0.99998624
 DG3296
 DG3296:                Primary Azimuth Mark                     Grid Az
 DG3296:SPC GA W     -  WOLF                                     084 34 17.7
 DG3296:UTM  16      -  WOLF                                     083 00 23.8
 DG3296
 DG3296|---------------------------------------------------------------------|
 DG3296| PID    Reference Object                     Distance      Geod. Az  |
 DG3296|                                                           dddmmss.s |
 DG3296| DG3286 WOLF                                APPROX.11.9 KM 0840731.0 |
 DG3296| CY9774 CLEM AZ MK                                         1211003.0 |
 DG3296| DG3300 CLEM RM 3                            32.878 METERS 13343     |
 DG3296| DG3110 NEWNAN FIRST BAP CH SPIRE           APPROX.22.7 KM 1343812.1 |
 DG3296| CY9775 CLEM RM 1                            24.671 METERS 22415     |
 DG3296| CY9776 CLEM RM 2                            22.152 METERS 29144     |
 DG3296|---------------------------------------------------------------------|
 DG3296
 DG3296                          SUPERSEDED SURVEY CONTROL
 DG3296
 DG3296  NAD 83(1994)-  33 31 09.48528(N)    084 58 29.43185(W) AD(       ) 1
 DG3296  NAD 83(1986)-  33 31 09.48766(N)    084 58 29.42863(W) AD(       ) 1
 DG3296  NAD 27      -  33 31 09.08400(N)    084 58 29.64500(W) AD(       ) 1
 DG3296  NGVD 29 (07/19/86)  346.90   (m)         1138.1    (f) LEVELING    3  
 DG3296
 DG3296.Superseded values are not recommended for survey control.
 DG3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3296.See file dsdata.txt to determine how the superseded data were derived.
 DG3296
 DG3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8808110695(NAD 83)
 DG3296_MARKER: DS = TRIANGULATION STATION DISK
 DG3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3296
 DG3296  HISTORY     - Date     Condition        Report By
 DG3296  HISTORY     - 1941     MONUMENTED       CGS
 DG3296  HISTORY     - 1953     GOOD             CGS
 DG3296  HISTORY     - 1973     GOOD             NGS
 DG3296  HISTORY     - 1973     GOOD             NGS
 DG3296
 DG3296                          STATION DESCRIPTION
 DG3296
 DG3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3296'STATION IS ABOUT 6 MILES SE OF CARROLLTON, AND 15 MILES NW OF
 DG3296'NEWNAN, ON LAND OWNED BY AN UNSETTLED ESTATE AND OCCUPIED BY
 DG3296'MR. A.W. SMITH.  STATION IS ABOUT 25 FEET NE OF THE SMALL
 DG3296'FARMHOUSE, AND 20 FEET S OF A WELL.
 DG3296'
 DG3296'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3296'BRONZE DISKS SET IN CONCRETE.
 DG3296'
 DG3296'TOP OF SURFACE MARK IS 1 FOOT BELOW SURFACE OF THE GROUND.
 DG3296'
 DG3296'THE AZIMUTH MARK WAS SET S OF THE STATION, 7 PACES S OF HIGHWAY
 DG3296'16 AND 18 PACES SE OF TELEPHONE POLE NO. 273.  TO REACH AZIMUTH
 DG3296'FROM THE STATION, GO S ON STATE HIGHWAY 16 FOR 0.9 MILE TO MARK
 DG3296'ON THE RIGHT.
 DG3296'
 DG3296'TO REACH THE STATION FROM THE COURTHOUSE IN NEWNAN, GO N ON U.S.
 DG3296'HIGHWAY 29, 0.35 MILE TO A TRAFFIC LIGHT JUST BEFORE REACHING
 DG3296'THE HOSPITAL, TURN LEFT ON STATE HIGHWAY 16, GOING IN A
 DG3296'NORTHWESTERLY DIRECTION TOWARD CARROLLTON, GO 15.2 MILES TO
 DG3296'J.E. GUTHRIES STORE ON RIGHT, CONTINUE ON HIGHWAY 16 FOR 0.65
 DG3296'MILE TO A SMALL FARMHOUSE ON RIGHT AND STATION.
 DG3296'
 DG3296'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DG3296
 DG3296                          STATION RECOVERY (1953)
 DG3296
 DG3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 DG3296'THE STATION WAS VISITED AND THE STATION, REFERENCE MARKS 1 AND
 DG3296'2, AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.
 DG3296'STATE HIGHWAY 16 HAS BEEN REROUTED IN THIS AREA AS DESCRIBED IN
 DG3296'THE TO REACH BELOW.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DG3296'
 DG3296'THE STATION IS LOCATED ABOUT 6 MI. SE OF CARROLLTON, ABOUT 15
 DG3296'MI. NW OF NEWNAN, 0.65 MI. N OF J.E. GUTHRIES STORE, IN THE SW
 DG3296'EDGE OF A CULTIVATED FIELD, NEAR AN OLD TENANT HOUSE.  IT IS
 DG3296'55 FT. E OF THE CENTERLINE OF A DIRT ROAD, 33 FT. NE OF A
 DG3296'CEDAR TREE, 24 FT. W OF A WELL, 36 FT. NE OF THE NE CORNER OF
 DG3296'THE TENANT HOUSE, AND 22 FT. SW OF A SMALL TREE.  IT IS A
 DG3296'STANDARD DISK, STAMPED CLEM 1941 AND SET 1 FT. BELOW THE SURFACE
 DG3296'OF THE GROUND.
 DG3296'
 DG3296'REFERENCE MARK 1 IS 24.688 M. W OF THE STATION, 26 FT. W OF
 DG3296'THE CENTERLINE OF A DIRT ROAD, 29 FT. NE OF A POWERLINE POLE,
 DG3296'AND 4.7 FT. W OF A TELEPHONE POLE.  IT IS A STANDARD DISK,
 DG3296'STAMPED CLEM NO 1 1941 AND PROJECTS 2 IN.
 DG3296'
 DG3296'REFERENCE MARK 2 IS 22.155 M. N-NW OF THE STATION, AT THE W EDGE
 DG3296'OF A CULTIVATED FIELD.  IT IS 96 FT. N OF A CEDAR TREE NEAR
 DG3296'THE TENANT HOUSE, AND 27 FT. E OF THE CENTERLINE OF THE DIRT
 DG3296'ROAD.  IT IS A STANDARD DISK, STAMPED CLEM NO 2 1941 AND IS
 DG3296'FLUSH WITH THE SURFACE OF THE GROUND.
 DG3296'
 DG3296'THE AZIMUTH MARK IS 0.95 MI. SE OF THE STATION, AND ABOUT 0.35
 DG3296'MI. SE OF THE J.E. GUTHRIE STORE.  IT IS 18 PACES S OF TELEPHONE
 DG3296'POLE NO. 273, AND 6 PACES S OF THE CENTERLINE OF THE ROAD.
 DG3296'IT IS AT THE NE POINT OF A SMALL TRACT OF GROUND COVERED WITH
 DG3296'SMALL PINE TREES.  IT IS A STANDARD DISK, STAMPED CLEM 1941 AND
 DG3296'PROJECTS 2 IN.
 DG3296'
 DG3296'TO REACH THE STATION FROM THE COURTHOUSE IN NEWNAN, GO N ON U.S.
 DG3296'HIGHWAY 29 FOR 0.35 MI. TO THE JUNCTION WITH STATE HIGHWAY 16,
 DG3296'TURN LEFT AND FOLLOW STATE HIGHWAY 16 FOR 12.0 MI. TO A
 DG3296'RAILROAD UNDERPASS.  CONTINUE STRAIGHT AHEAD FOR 2.7 MI. ON
 DG3296'STATE HIGHWAY 16 TO A SIDE ROAD LEFT JUST BEFORE REACHING THE
 DG3296'COOKS STORE ON THE RIGHT, TURN LEFT ON THE SIDE ROAD AND GO 0.5
 DG3296'MI. TO A TENANT HOUSE AND THE STATION ON THE LEFT.
 DG3296'
 DG3296'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE FOR 0.6 MI.
 DG3296'TO THE J.E. GUTHRIE STORE ON THE LEFT, CONTINUE FOR 0.35 MI.
 DG3296'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DG3296
 DG3296                          STATION RECOVERY (1973)
 DG3296
 DG3296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 DG3296'STATION RECOVERED IN GOOD CONDITION, A NEW TO REACH FOLLOWS.
 DG3296'
 DG3296'TO REACH FROM THE CARROLL COUNTY COURTHOUSE IN CARROLLTON, GO
 DG3296'EAST ON U.S. HIGHWAY 27A AND STATE HIGHWAY 16 FOR 0.3 MILE TO
 DG3296'JUNCTION OF STATE ROUTE 16 AND 166 AND U.S. HIGHWAY 27A, TURN
 DG3296'RIGHT ON 27A AND GO SOUTH FOR 6.3 MILES TO COLES GROCERY STORE
 DG3296'AND BP SERVICE STATION ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 DG3296'0.1 MILE TO PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE
 DG3296'TO BRICK ONE STORY HOME AND STATION ON THE LEFT AS DESCRIBED.
 DG3296'
 DG3296'IT IS 56 FEET NORTHEAST OF CENTERLINE OF ROAD, 21 FEET
 DG3296'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CEMENT BLOCK
 DG3296'BUILDING, 67.5 FEET SOUTH OF THE SOUTH CORNER OF THE BRICK HOME
 DG3296'AND 1 FOOT BELOW GROUND SURFACE.
 DG3296'
 DG3296'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT SEARCHED FOR AT THIS
 DG3296'TIME.
 DG3296'
 DG3296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3296'6 MILES SOUTHEAST OF CARROLLTON, GEORGIA.
 DG3296
 DG3296                          STATION RECOVERY (1973)
 DG3296
 DG3296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3296'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 DG3296'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WILL NOT
 DG3296'SEE WITHOUT A 50-FOOT TOWER.  THE DIRECTIONS TO THE REFERENCE
 DG3296'MARKS CHECKED THE OLD DATA.  THE DISTANCE TO REFERENCE MARK 1
 DG3296'WAS FOUND TO BE 0.017 METER SHORTER WHILE THE DISTANCE TO
 DG3296'REFERENCE MARK 2 CHECKED.  REFERENCE MARK 3 WAS ESTABLISHED
 DG3296'BECAUSE THE PROPERTY OWNER WOULD NOT ALLOW A TOWER IN HIS FRONT
 DG3296'YARD.  ALL PREVIOUS DIRECTIONS TO MARKS ARE ABOUT 45 DEGREES
 DG3296'IN ERROR.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG3296'
 DG3296'THE STATION IS LOCATED 7 MILES SOUTHEAST OF CARROLLTON, 4
 DG3296'MILES NORTHWEST OF WHITESBURG, 1/2 MILE SOUTH OF U.S. HIGHWAY
 DG3296'27 ALTERNATE, IN THE YARD OF A BRICK HOUSE OWNED AND OCCUPIED BY
 DG3296'C. F. HERRIN.
 DG3296'
 DG3296'TO REACH THE STATION FROM THE COURTHOUSE IN CARROLLTON, GO
 DG3296'EAST ON STATE HIGHWAYS 16 AND 166 AND HIGHWAY 27 ALTERNATE FOR
 DG3296'0.35 MILE TO A FORK.  BEAR RIGHT AND GO SOUTHEAST ON HIGHWAYS
 DG3296'16 AND 27 ALTERNATE FOR 4.2 MILES TO A CROSSROAD (COUNTY ROUTE
 DG3296'507).  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.3 MILES TO A
 DG3296'PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON COUNTY ROUTE
 DG3296'506 FOR 0.45 MILE TO MR. HERRINS DRIVEWAY ON THE LEFT AND THE
 DG3296'STATION AS DESCRIBED.
 DG3296'
 DG3296'STATION MARKS ARE STANDARD DISKS STAMPED CLEM 1941.  THE SURFACE
 DG3296'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DG3296'THAT IS 6 INCHES BELOW GROUND.  IT IS 67.7 FEET SOUTH-SOUTHWEST
 DG3296'OF THE SOUTH CORNER OF THE HOUSE, 56 FEET NORTHEAST OF THE
 DG3296'CENTER OF THE ROAD, 35.5 FEET NORTH OF A TRIPLE-TRUNKED CEDAR
 DG3296'TREE, 33 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 21.4
 DG3296'FEET WEST OF THE WEST CORNER OF A WELL SHED, AND 4 FEET HIGHER
 DG3296'THAN THE ROAD.  THE 1941 DATA STATES THAT THERE IS AN
 DG3296'UNDERGROUND DISK.
 DG3296'
 DG3296'REFERENCE MARK 1, A STANDARD DISK STAMPED CLEM NO 1 1941, IS
 DG3296'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 DG3296'FLUSH WITH THE GROUND.  IT IS 68 FEET WEST OF THE CEDAR TREE,
 DG3296'26 FEET SOUTHWEST OF THE ROAD, 4.7 FEET NORTH-NORTHWEST OF
 DG3296'UTILITY POLE 249, 1.8 FEET NORTH OF A METAL WITNESS POST, AND
 DG3296'LEVEL WITH THE ROAD.
 DG3296'
 DG3296'REFERENCE MARK 2, A STANDARD DISK STAMPED CLEM NO 2 1941, IS
 DG3296'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 DG3296'FLUSH WITH THE GROUND.  IT IS 88 FEET WEST-SOUTHWEST OF THE
 DG3296'SOUTH CORNER OF THE HOUSE, 34.5 FEET NORTHWEST OF THE
 DG3296'DRIVEWAY, 32 FEET NORTHEAST OF THE ROAD, 1 FOOT NORTHEAST OF AN
 DG3296'EMBANKMENT, 3 FEET HIGHER THAN THE ROAD.
 DG3296'
 DG3296'REFERENCE MARK 3, A STANDARD DISK STAMPED CLEM 1941 NO 3 1973,
 DG3296'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3296'THAT IS FLUSH WITH THE GROUND.  IT IS 79 FEET SOUTHEAST OF THE
 DG3296'CEDAR TREE, 51 FEET NORTHEAST OF THE ROAD, 38 FEET NORTHWEST OF
 DG3296'A FENCE, AND LEVEL WITH THE ROAD.  NO UNDERGROUND
 DG3296'DISK.
 DG3296'
 DG3296'AZIMUTH MARK, A STANDARD DISK STAMPED CLEM 1941, IS SET IN THE
 DG3296'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 DG3296'THE GROUND.  IT IS 60 FEET SOUTH-SOUTHEAST OF UTILITY POLE 273
 DG3296'ACROSS THE ROAD, 24 FEET SOUTH OF THE CENTER OF THE ROAD, 1.5
 DG3296'FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF AN
 DG3296'EMBANKMENT, AND 2 FEET HIGHER THAN THE ROAD.
 DG3296'
 DG3296'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST
 DG3296'ON COUNTY ROUTE 506 FOR 0.95 MILE TO A NARROW DIRT ROAD
 DG3296'RIGHT.  CONTINUE ON ROUTE 506 FOR 0.05 MILE TO THE MARK ON THE
 DG3296'RIGHT.
 DG3296'
 DG3296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3296'7 MILES SOUTHEAST OF CARROLLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3300 ***********************************************************************
 DG3300  DESIGNATION -  CLEM RM 3
 DG3300  PID         -  DG3300
 DG3300  STATE/COUNTY-  GA/CARROLL
 DG3300  USGS QUAD   -  HULETT (1982)
 DG3300
 DG3300                         *CURRENT SURVEY CONTROL
 DG3300  ___________________________________________________________________
 DG3300* NAD 83(1994)-  33 31 08.74483(N)    084 58 28.51021(W)     ADJUSTED  
 DG3300* NAVD 88     -       345.6    (meters)    1134.     (feet)  VERTCON   
 DG3300  ___________________________________________________________________
 DG3300  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DG3300  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG3300
 DG3300  HORZ ORDER  -  FIRST
 DG3300
 DG3300.The horizontal coordinates were established by classical geodetic methods
 DG3300.and adjusted by the National Geodetic Survey in September 1997..
 DG3300
 DG3300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3300
 DG3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3300
 DG3300.The geoid height was determined by GEOID03.
 DG3300
 DG3300;                    North         East     Units Scale Factor Converg.
 DG3300;SPC GA W     -   390,460.276   624,949.080   MT  0.99996942   -0 26 46.2
 DG3300;SPC GA W     - 1,281,035.09  2,050,353.77   sFT  0.99996942   -0 26 46.2
 DG3300;UTM  16      - 3,710,672.807   688,105.411   MT  1.00003625   +1 07 07.7
 DG3300
 DG3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3300!SPC GA W     -   0.99995032  x   0.99996942  =   0.99991974
 DG3300!UTM  16      -   0.99995032  x   1.00003625  =   0.99998657
 DG3300
 DG3300:                Primary Azimuth Mark                     Grid Az
 DG3300:SPC GA W     -  HULETT TRANSCO MICROWAVE                 034 18 12.3
 DG3300:UTM  16      -  HULETT TRANSCO MICROWAVE                 032 44 18.4
 DG3300
 DG3300|---------------------------------------------------------------------|
 DG3300| PID    Reference Object                     Distance      Geod. Az  |
 DG3300|                                                           dddmmss.s |
 DG3300| DG3302 HULETT TRANSCO MICROWAVE            APPROX.11.6 KM 0335126.1 |
 DG3300| DG3297 HULETT SOUTHERN RWY MICROWAVE       APPROX.12.1 KM 0355012.4 |
 DG3300| CY9774 CLEM AZ MK                                         1205402.6 |
 DG3300| DG3166 GEORGIA PWR YATES PLANT E STK       APPROX. 9.5 KM 1313947.9 |
 DG3300| DG3165 GEORGIA PWR YATES PLANT W STK       APPROX. 9.0 KM 1335400.7 |
 DG3300| CY9775 CLEM RM 1                            41.294 METERS 27703     |
 DG3300| CY9776 CLEM RM 2                            54.053 METERS 30454     |
 DG3300| DG3296 CLEM                                 32.878 METERS 31343     |
 DG3300| DG3404 CARROLL LOT                         APPROX. 6.4 KM 3214859.0 |
 DG3300|---------------------------------------------------------------------|
 DG3300
 DG3300                          SUPERSEDED SURVEY CONTROL
 DG3300
 DG3300  NAD 83(1994)-  33 31 08.74772(N)    084 58 28.51108(W) AD(       ) 1
 DG3300  NAD 83(1986)-  33 31 08.75016(N)    084 58 28.50794(W) AD(       ) 1
 DG3300  NAD 27      -  33 31 08.34641(N)    084 58 28.72417(W) AD(       ) 1
 DG3300  NGVD 29 (07/19/86)  345.6    (m)         1134.     (f) VERT ANG       
 DG3300
 DG3300.Superseded values are not recommended for survey control.
 DG3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3300.See file dsdata.txt to determine how the superseded data were derived.
 DG3300
 DG3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8810510673(NAD 83)
 DG3300_MARKER: DR = REFERENCE MARK DISK
 DG3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3300
 DG3300  HISTORY     - Date     Condition        Report By
 DG3300  HISTORY     - 1973     MONUMENTED       NGS
 DG3300
 DG3300                          STATION DESCRIPTION
 DG3300
 DG3300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3300'THIS STATION WAS ESTABLISHED BECAUSE CLEM 1941 IS IN A LAWN
 DG3300'AREA, AND PROPERTY OWNER WOULD NOT GIVE PERMISSION FOR A TOWER.
 DG3300'
 DG3300'THE STATION IS LOCATED 7 MILES SOUTHEAST OF CARROLLTON, 4 MILES
 DG3300'NORTHWEST OF WHITESBURG, 1/2 MILE SOUTH OF U.S. HIGHWAY 27
 DG3300'ALTERNATE, IN THE YARD OF A BRICK HOUSE OWNED AND OCCUPIED BY
 DG3300'C. F. HERRIN.
 DG3300'
 DG3300'TO REACH FROM THE COURTHOUSE IN CARROLLTON, GO EAST ON STATE
 DG3300'HIGHWAYS 16 AND 166, AND HIGHWAY 27 ALTERNATE FOR 0.35 MILE TO
 DG3300'A FORK.  BEAR RIGHT AND GO SOUTHEAST ON HIGHWAYS 16 AND 27
 DG3300'ALTERNATE FOR 4.2 MILES TO A CROSSROAD (COUNTY ROUTE 507).
 DG3300'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 2.3 MILES TO A PAVED ROAD
 DG3300'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON COUNTY ROUTE 506 FOR 0.45
 DG3300'MILE TO MR. HERRINS DRIVEWAY ON THE LEFT AND THE STATION
 DG3300'AS DESCRIBED.
 DG3300'
 DG3300'REFERENCE MARK 3, A STANDARD DISK STAMPED CLEM 1941 NO 3 1973, IS
 DG3300'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DG3300'FLUSH WITH THE GROUND.  IT IS 79 FEET SOUTHEAST OF A TRIPLE-TRUNKED
 DG3300'CEDAR TREE, 51 FEET NORTHEAST OF THE ROAD, 38 FEET NORTHWEST OF A
 DG3300'FENCE, AND LEVEL WITH THE ROAD.  NO UNDERGROUND DISK.
 DG3300'
 DG3300'CLEM 1941, A STANDARD DISK STAMPED CLEM 1941, IS SET IN THE TOP
 DG3300'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 6 INCHES BELOW
 DG3300'GROUND.  IT IS 67.7 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF
 DG3300'THE HOUSE, 56 FEET NORTHEAST OF THE ROAD, 35.5 FEET NORTH OF THE
 DG3300'CEDAR TREE, 33 FEET SOUTHEAST OF THE DRIVEWAY, 21.4 FEET WEST OF
 DG3300'THE WEST CORNER OF A WELL SHED, AND 4 FEET HIGHER THAN THE
 DG3300'ROAD.  THE 1941 DATA STATES THAT THERE IS AN UNDERGROUND DISK.
 DG3300'
 DG3300'REFERENCE MARK 1, A STANDARD DISK STAMPED CLEM NO 1 1941, IS SET
 DG3300'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DG3300'WITH THE GROUND.  IT IS 68 FEET WEST OF THE CEDAR TREE, 26 FEET
 DG3300'SOUTHWEST OF THE ROAD, 4.7 FEET NORTH-NORTHWEST OF UTILITY POLE
 DG3300'249, 1.8 FEET NORTH OF A METAL WITNESS POST, AND LEVEL WITH THE
 DG3300'ROAD.
 DG3300'
 DG3300'REFERENCE MARK 2, A STANDARD DISK STAMPED CLEM NO 2 1941, IS SET
 DG3300'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DG3300'WITH THE GROUND.  IT IS 88 FEET WEST-SOUTHWEST OF THE SOUTH
 DG3300'CORNER OF THE HOUSE, 34.5 FEET NORTHWEST OF THE DRIVEWAY, 32 FEET
 DG3300'NORTHEAST OF THE ROAD, 1 FOOT NORTHEAST OF AN EMBANKMENT, AND
 DG3300'3 FEET HIGHER THAN THE ROAD.
 DG3300'
 DG3300'AZIMUTH MARK, A STANDARD DISK STAMPED CLEM 1941, IS SET IN THE
 DG3300'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 DG3300'GROUND.  IT IS 60 FEET SOUTH-SOUTHEAST OF UTILITY POLE 273 ACROSS
 DG3300'THE ROAD, 24 FEET SOUTH OF THE ROAD, 1.5 FEET WEST OF A METAL
 DG3300'WITNESS POST, 1 FOOT SOUTH OF A CUTBANK, AND 2 FEET ABOVE THE
 DG3300'ROAD.
 DG3300'
 DG3300'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHEAST ON
 DG3300'COUNTY ROUTE 506 FOR 0.95 MILE TO A NARROW DIRT ROAD
 DG3300'RIGHT.  CONTINUE ON ROUTE 506 FOR 0.05 MILE TO THE MARK ON THE
 DG3300'RIGHT.
 DG3300'
 DG3300'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BS1646 ***********************************************************************
 BS1646  DESIGNATION -  CLEMENS
 BS1646  PID         -  BS1646
 BS1646  STATE/COUNTY-  GA/TELFAIR
 BS1646  USGS QUAD   -  JACKSONVILLE (1988)
 BS1646
 BS1646                         *CURRENT SURVEY CONTROL
 BS1646  ___________________________________________________________________
 BS1646* NAD 83(1994)-  31 51 32.48372(N)    082 53 37.69926(W)     ADJUSTED  
 BS1646* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 BS1646  ___________________________________________________________________
 BS1646  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BS1646  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BS1646
 BS1646  HORZ ORDER  -  FIRST
 BS1646
 BS1646.The horizontal coordinates were established by classical geodetic methods
 BS1646.and adjusted by the National Geodetic Survey in September 1997..
 BS1646
 BS1646.The orthometric height was scaled from a topographic map.
 BS1646
 BS1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BS1646
 BS1646.The geoid height was determined by GEOID03.
 BS1646
 BS1646;                    North         East     Units Scale Factor Converg.
 BS1646;SPC GA E     -   206,316.609   131,191.515   MT  0.99995837   -0 23 01.8
 BS1646;SPC GA E     -   676,890.41    430,417.50   sFT  0.99995837   -0 23 01.8
 BS1646;SPC GA W     -   206,792.430   820,452.709   MT  1.00007888   +0 40 19.0
 BS1646;SPC GA W     -   678,451.50  2,691,768.60   sFT  1.00007888   +0 40 19.0
 BS1646;UTM  17      - 3,526,372.932   320,832.248   MT  0.99999591   -0 59 59.6
 BS1646
 BS1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BS1646!SPC GA E     -   0.99999354  x   0.99995837  =   0.99995191
 BS1646!SPC GA W     -   0.99999354  x   1.00007888  =   1.00007242
 BS1646!UTM  17      -   0.99999354  x   0.99999591  =   0.99998945
 BS1646
 BS1646|---------------------------------------------------------------------|
 BS1646| PID    Reference Object                     Distance      Geod. Az  |
 BS1646|                                                           dddmmss.s |
 BS1646| CW4798 CLEMENS RM 1                         28.331 METERS 03103     |
 BS1646| BS1645 MIAMI ATLANTA AWY BCN 46            APPROX. 6.8 KM 0410928.0 |
 BS1646| CW4800 CLEMENS RM 3                         28.530 METERS 06205     |
 BS1646| CW4797 CLEMENS AZ MK                                      0870607.6 |
 BS1646| CW4799 CLEMENS RM 2                         45.107 METERS 13700     |
 BS1646| AB6430 BYRD RESET                          APPROX.17.6 KM 1740118.0 |
 BS1646|---------------------------------------------------------------------|
 BS1646
 BS1646                          SUPERSEDED SURVEY CONTROL
 BS1646
 BS1646  NAD 83(1986)-  31 51 32.48186(N)    082 53 37.69851(W) AD(       ) 1
 BS1646  NAD 27      -  31 51 31.82700(N)    082 53 38.17600(W) AD(       ) 1
 BS1646
 BS1646.Superseded values are not recommended for survey control.
 BS1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BS1646.See file dsdata.txt to determine how the superseded data were derived.
 BS1646
 BS1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLR2083226373(NAD 83)
 BS1646_MARKER: DS = TRIANGULATION STATION DISK
 BS1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BS1646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BS1646
 BS1646  HISTORY     - Date     Condition        Report By
 BS1646  HISTORY     - 1935     MONUMENTED       CGS
 BS1646  HISTORY     - 1969     GOOD             CGS
 BS1646
 BS1646                          STATION DESCRIPTION
 BS1646
 BS1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BS1646'ABOUT 6 MILES (AIR LINE) EAST-NORTHEAST OF JACKSONVILLE, ON
 BS1646'PROPERTY BELONGING TO CHARLES C. CLEMENS, OF JACKSONVILLE, 110 FEET
 BS1646'NORTH OF 24-INCH PINE TREE, 94.8 FEET WEST-NORTHWEST OF NORTHWEST
 BS1646'CORNER OF CLEMENS HOUSE, 94.3 FEET SOUTH OF SOUTHEAST CORNER OF
 BS1646'BARN, 41.0 FEET EAST-NORTHEAST OF ANOTHER 24-INCH PINE TREE AND 26.0
 BS1646'FEET WEST OF CENTER LINE OF ROAD.  TO REACH FROM JACKSONVILLE AT
 BS1646'INTERSECTIONS OF STATE HIGHWAY 31 AND STATE HIGHWAY 117, GO NORTH
 BS1646'ABOUT 100 YARDS ON STATE HIGHWAY 31 TO Y-INTERSECTION.  BEAR RIGHT
 BS1646'OFF STATE HIGHWAY 31 FOR 0.2 MILE TO ANOTHER Y.  BEAR LEFT 4.7
 BS1646'MILES TO ANOTHER Y.  BEAR RIGHT 1.5 MILES TO CLEMENS HOUSE AND
 BS1646'STATION ON LEFT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 BS1646'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 BS1646'STANDARD DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS
 BS1646'36
 BS1646'FEET SOUTH OF WELL, 25 FEET WEST OF CENTER LINE OF ROAD, 2 FEET
 BS1646'EAST OF BARNYARD FENCE AND 92.95 FEET NORTH-NORTHEAST OF STATION
 BS1646'N 31 DEG 03 MIN E.  NO. 2 IS 30 FEET NORTHEAST OF NORTHEAST
 BS1646'CORNER OF CLEMENS HOUSE, 12 FEET WEST OF 15-INCH MAGNOLIA TREE AND
 BS1646'147.98 FEET SOUTHEAST OF STATION S 43 DEG 00 MIN E.
 BS1646'AZIMUTH MARK IS 100 YARDS SOUTH OF UNION DALE SCHOOL, 10 PACES
 BS1646'SOUTHWEST OF SOUTHWEST CORNER OF WHITE HOUSE, 2 FEET NORTH OF
 BS1646'EAST-WEST FENCE LINE AND 0.4 MILE EAST-NORTHEAST OF STATION
 BS1646'S 87 DEG 06 MIN E.
 BS1646
 BS1646                          STATION RECOVERY (1969)
 BS1646
 BS1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 BS1646'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 BS1646'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE NOT RECOVERED.  A NEW
 BS1646'REFERENCE MARK NO. 3 1969 WAS ESTABLISHED AT THIS DATE.
 BS1646'
 BS1646'STATION IS LOCATED ABOUT 17.5 MILES WEST OF HAZLEHURST AND 5.8 MILES
 BS1646'NORTHEAST OF JACKSONVILLE, GA., 25.0 FT. NORTHWEST OF THE CENTER OF
 BS1646'SAND ROAD, 8.0 FT. NORTHWEST OF A FENCE, 50.0 FT. SOUTH OF THE SOUTH
 BS1646'CORNER OF A SHED ON A BARN AND 29.0 FT. SOUTHWEST OF A TELEPHONE
 BS1646'POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED CLEMENS
 BS1646'1935.
 BS1646'
 BS1646'REFERENCE MARK NO. 2 IS LOCATED 120.0 FT. SOUTHEAST OF THE CENTER OF
 BS1646'SAND ROAD, 45.0 FT. WEST OF THE WEST CORNER OF A BUILDING, 38.5 FT.
 BS1646'SOUTH OF A GATE POST AND 23.5 FT. EAST OF A 18-INCH MAGNOLIA TREE.
 BS1646'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CLEMENS NO
 BS1646'2 1935.
 BS1646'
 BS1646'REFERENCE MARK NO. 3 IS 17.0 FT. SOUTHEAST OF THE CENTER OF SAND
 BS1646'ROAD, 1.0 FT. NORTH OF A FENCE AND 1.0 FT. WEST OF A METAL WITNESS
 BS1646'POST AND SIGN.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 BS1646'STAMPED CLEMENS NO 3 1969.
 BS1646'
 BS1646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 319 AND
 BS1646'441 WITH STATE ROUTE 117 IN JACKSONVILLE, GA., GO EAST ON ROUTE 117
 BS1646'FOR 4.25 MILES TO THE JUNCTION OF STATE ROUTE 149, TURN LEFT AND GO
 BS1646'NORTH ON ROUTE 149 FOR 1.15 MILE TO A CROSSROAD, TURN RIGHT ON
 BS1646'ROUTE 149 FOR 0.3 MILE TO FORK, TAKE LEFT FORK FOR 1.1 MILE TO A
 BS1646'SIDE ROAD LEFT, TURN LEFT ON SIDE ROAD FOR 0.5 MILE TO A REVERSE
 BS1646'Y-INTERSECTION, TURN SHARP RIGHT AND GO EAST ON SAND ROAD FOR 0.5
 BS1646'MILE TO TOP OF GRADE AND STATION ON THE LEFT, NEAR OLD BARN WITH
 BS1646'SHED.
 BS1646'
 BS1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES
 BS1646'NORTHEAST OF JACKSONVILLE, GA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ED1882 ***********************************************************************
 ED1882  DESIGNATION -  CLERMONT ATT MICROWAVE
 ED1882  PID         -  ED1882
 ED1882  STATE/COUNTY-  GA/LUMPKIN
 ED1882  USGS QUAD   -  CLEVELAND (1981)
 ED1882
 ED1882                         *CURRENT SURVEY CONTROL
 ED1882  ___________________________________________________________________
 ED1882* NAD 83(1994)-  34 31 52.07231(N)    083 51 52.43578(W)     ADJUSTED  
 ED1882* NAVD 88     -                                                        
 ED1882  ___________________________________________________________________
 ED1882  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 ED1882  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 ED1882
 ED1882  HORZ ORDER  -  THIRD
 ED1882
 ED1882.The horizontal coordinates were established by classical geodetic methods
 ED1882.and adjusted by the National Geodetic Survey in September 1997..
 ED1882
 ED1882
 ED1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 ED1882
 ED1882.The geoid height was determined by GEOID03.
 ED1882
 ED1882;                    North         East     Units Scale Factor Converg.
 ED1882;SPC GA W     -   502,456.135   727,731.921   MT  0.99990948   +0 10 16.5
 ED1882;SPC GA W     - 1,648,474.84  2,387,567.14   sFT  0.99990948   +0 10 16.5
 ED1882;UTM  17      - 3,824,776.765   237,081.931   MT  1.00045212   -1 37 29.0
 ED1882
 ED1882                          SUPERSEDED SURVEY CONTROL
 ED1882
 ED1882  NAD 83(1986)-  34 31 52.07908(N)    083 51 52.43810(W) AD(       ) 4
 ED1882  NAD 27      -  34 31 51.73544(N)    083 51 52.77460(W) AD(       ) 3
 ED1882
 ED1882.Superseded values are not recommended for survey control.
 ED1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1882.See file dsdata.txt to determine how the superseded data were derived.
 ED1882
 ED1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3708224777(NAD 83)
 ED1882_MARKER: 45 = MICROWAVE TOWER
 ED1882
 ED1882  HISTORY     - Date     Condition        Report By
 ED1882  HISTORY     - 1975     FIRST OBSERVED   NGS
 ED1882
 ED1882                          STATION DESCRIPTION
 ED1882
 ED1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JCL)
 ED1882'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE CLERMONT
 ED1882'AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER WHT 82.  IT IS
 ED1882'A FOUR-LEGGED SKELETON STEEL TOWER WITH TWO FAN SHAPED ANTENNAS
 ED1882'NEAR THE TOP, PAINTED ALTERNATELY RED AND WHITE AND IS
 ED1882'APPROXIMATELY 325 FEET HIGH.
 ED1882'
 ED1882'LOCATED ABOUT 2.4 MILES NORTHWEST OF CLERMONT, 2.1 MILES
 ED1882'NORTHWEST OF THE LUMPKIN-WHITE-HALL COUNTY LINE, 0.1 MILE SOUTH
 ED1882'OF STATE HIGHWAY 15 AND 200 YARDS WEST OF COUNTY ROAD NO. 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0620 ***********************************************************************
 CK0620  DESIGNATION -  CLEVELAND
 CK0620  PID         -  CK0620
 CK0620  STATE/COUNTY-  GA/EFFINGHAM
 CK0620  USGS QUAD   -  RINCON (1979)
 CK0620
 CK0620                         *CURRENT SURVEY CONTROL
 CK0620  ___________________________________________________________________
 CK0620* NAD 83(1994)-  32 19 21.26497(N)    081 14 29.44836(W)     ADJUSTED  
 CK0620* NAVD 88     -        21.194  (meters)      69.53   (feet)  ADJUSTED  
 CK0620  ___________________________________________________________________
 CK0620  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK0620  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK0620  DYNAMIC HT  -          21.170 (meters)      69.46  (feet)  COMP
 CK0620  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CK0620
 CK0620  HORZ ORDER  -  FIRST
 CK0620  VERT ORDER  -  FIRST     CLASS II
 CK0620
 CK0620.The horizontal coordinates were established by classical geodetic methods
 CK0620.and adjusted by the National Geodetic Survey in September 1997..
 CK0620
 CK0620.The orthometric height was determined by differential leveling
 CK0620.and adjusted by the National Geodetic Survey in June 1991..
 CK0620
 CK0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0620
 CK0620.The geoid height was determined by GEOID03.
 CK0620
 CK0620.The dynamic height is computed by dividing the NAVD 88
 CK0620.geopotential number by the normal gravity value computed on the
 CK0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0620.degrees latitude (g = 980.6199 gals.).
 CK0620
 CK0620.The modeled gravity was interpolated from observed gravity values.
 CK0620
 CK0620;                    North         East     Units Scale Factor Converg.
 CK0620;SPC GA E     -   257,859.393   287,106.111   MT  0.99999354   +0 29 40.9
 CK0620;SPC GA E     -   845,993.69    941,947.30   sFT  0.99999354   +0 29 40.9
 CK0620;SPC SC       -    54,287.205   586,857.389   MT  1.00006719   -0 08 02.0
 CK0620;SPC SC       -   178,107.63  1,925,385.13   iFT  1.00006719   -0 08 02.0
 CK0620;UTM  17      - 3,576,217.072   477,267.964   MT  0.99960637   -0 07 44.9
 CK0620
 CK0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0620!SPC GA E     -   1.00000155  x   0.99999354  =   0.99999509
 CK0620!SPC SC       -   1.00000155  x   1.00006719  =   1.00006874
 CK0620!UTM  17      -   1.00000155  x   0.99960637  =   0.99960792
 CK0620
 CK0620|---------------------------------------------------------------------|
 CK0620| PID    Reference Object                     Distance      Geod. Az  |
 CK0620|                                                           dddmmss.s |
 CK0620| CK0619 CLEVELAND RM                         17.107 METERS 11311     |
 CK0620| CK0616 RINCON                              APPROX. 3.3 KM 1720003.8 |
 CK0620|---------------------------------------------------------------------|
 CK0620
 CK0620                          SUPERSEDED SURVEY CONTROL
 CK0620
 CK0620  NAD 83(1986)-  32 19 21.28452(N)    081 14 29.44479(W) AD(       ) 1
 CK0620  NAD 27      -  32 19 20.58700(N)    081 14 30.03100(W) AD(       ) 1
 CK0620  NGVD 29 (03/21/89)   21.473  (m)           70.45   (f) ADJUSTED    1 2
 CK0620
 CK0620.Superseded values are not recommended for survey control.
 CK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0620.See file dsdata.txt to determine how the superseded data were derived.
 CK0620
 CK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7726876217(NAD 83)
 CK0620_MARKER: DS = TRIANGULATION STATION DISK
 CK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK0620_STAMPING: CLEVELAND 1918 ELEV 70.387
 CK0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0620+STABILITY: SURFACE MOTION
 CK0620
 CK0620  HISTORY     - Date     Condition        Report By
 CK0620  HISTORY     - 1918     MONUMENTED       CGS
 CK0620  HISTORY     - 1955     GOOD             CGS
 CK0620  HISTORY     - 1955     GOOD             NGS
 CK0620  HISTORY     - 1983     GOOD             GADT
 CK0620
 CK0620                          STATION DESCRIPTION
 CK0620
 CK0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK0620'2 MILES NORTH OF RINCON DEPOT ON THE SEABOARD AIR LINE RAILWAY,
 CK0620'315 METERS (1,033 FEET) SOUTH OF MILEPOST 480, 40 METERS
 CK0620'(131 FEET) SOUTH FROM PRIVATE ROAD CROSSING, AND 5.34 METERS
 CK0620'(17.5 FEET) WEST OF WEST RAIL OF MAIN TRACK.
 CK0620'REFERENCE MARK, A NAIL OR BOLT IN CONCRETE MOUND, IS 7.88
 CK0620'METERS (25.9 FEET) EAST OF EAST RAIL OF MAIN TRACK, AND 17.12
 CK0620'METERS (56.2 FEET) FROM STATION S 66 DEG 46 MIN E.
 CK0620
 CK0620                          STATION RECOVERY (1955)
 CK0620
 CK0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 CK0620'RECOVERED AS DESCRIBED
 CK0620'EXCEPT THAT IT IS ABOUT 1059 FEET S OF THE
 CK0620'MILEPOST INSTEAD OF 1034.  THE STATION MARK IS A STANDARD
 CK0620'TRIANGULATION STATION DISK STAMPED CLEVELAND 1918 ELEV. 70.387
 CK0620'AND SET IN TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 CK0620'THE GROUND.
 CK0620'
 CK0620'THE UNNUMBERED REFERENCE MARK IS AS DESCRIBED EXCEPT THAT IT
 CK0620'IS A STANDARD REFERENCE DISK SET IN TOP OF A CONCRETE POST
 CK0620'THAT PROJECTS AN INCH ABOVE GROUND.  THE DISK IS STAMPED
 CK0620'CLEVELAND EL. 69.603 FEET 1918.
 CK0620
 CK0620                          STATION RECOVERY (1955)
 CK0620
 CK0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CK0620'1.8 MI N FROM RINCON.
 CK0620'ABOUT 1.75 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD
 CK0620'FROM THE OVERPASS OF STATE HIGHWAY 21 AT RINCON, ABOUT 341
 CK0620'YARDS SOUTH OF MILE POST 480, 17 1/2 FEET WEST OF WEST RAIL,
 CK0620'128 FEET SOUTH-SOUTHWEST OF CENTER OF CROSSING OF A WOODS ROAD,
 CK0620'22 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF CROSSING,
 CK0620'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 CK0620'CONCRETE POST ABOUT FLUSH WITH GROUND.
 CK0620
 CK0620                          STATION RECOVERY (1983)
 CK0620
 CK0620'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK0620'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 CK0620'AS DESCRIBED IN THE 1955 RECOVERY BY W.H.B. EXCEPT FOR THE
 CK0620'FOLLOWING.  AT THE STATION, THE DISTANCE FROM THE ROAD CROSSING
 CK0620'WAS FOUND TO BE 1.8 METERS (6 FT) LESS AND THE DISTANCE FROM THE
 CK0620'REFERENCE MARK WAS 19 MM LESS.  THE DISTANCE TO THE MILEPOST WAS
 CK0620'NOT CHECKED.  ADDITIONAL REFERENCE OBJECTS ARE 6.85 METERS
 CK0620'(22.5 FT) NORTH-NORTHEST FROM A UTILITY POLE, AND 18.28 METERS
 CK0620'60 FT) NORTH-NORTHWEST FROM A CAPPED PIPE PROJECTING 0.3 METERS
 CK0620'(1 FT) ABOVE THE GROUND ON THE EAST SIDE OF THE TRACKS.  AT THE
 CK0620'REFERENCE MARK, ADDITIONAL REFERENCES ARE 46.3 METERS (152 FT)
 CK0620'SOUTH OF THE RAILROAD CROSSING, 17.67 METERS (58.0 FT)
 CK0620'EAST-SOUTHEAST OF A UTILITY POLE, AND 10.5 METERS (34.5 FT)
 CK0620'NORTH OF THE CAPPED PIPE.
 CK0620'THE STATION IS LOCATED 4.8 KM (3 MI) NORTH OF RINCON AND 8.9 KM
 CK0620'(5.5 MI) SOUTHEAST OF SPRINGFIELD ON RAILROAD RIGHT OF WAY.
 CK0620'
 CK0620'TO REACH THE STATION FROM THE U.S. POST OFFICE IN RINCON, GO
 CK0620'NORTH ALONG STATE ROUTE 21 FOR 2.3 KM (1.45 MI) TO THE
 CK0620'NORTHSIDE BAPTIST CHURCH ON THE RIGHT.  CONTINUE GOING NORTH
 CK0620'ALONG STATE ROUTE 21 FOR 0.8 KM (0.5 MI) TO A TRACK ROAD TO THE
 CK0620'RIGHT ABOUT 50 METERS AFTER PASSING THE CHURCH OF GOD ON THE LEFT.
 CK0620'TURN RIGHT GOING NORTHEAST ALONG THE TRACK ROAD FOR 0.8 KM (0.5
 CK0620'MI) TO THE RAILROAD TRACK AND THE STATION ABOUT 50 METERS NORTH.
 CK0620'
 CK0620'DESCRIBED BY T.B. KNIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0619 ***********************************************************************
 CK0619  DESIGNATION -  CLEVELAND RM
 CK0619  PID         -  CK0619
 CK0619  STATE/COUNTY-  GA/EFFINGHAM
 CK0619  USGS QUAD   -  RINCON (1979)
 CK0619
 CK0619                         *CURRENT SURVEY CONTROL
 CK0619  ___________________________________________________________________
 CK0619* NAD 83(1994)-  32 19 21.04628(N)    081 14 28.84718(W)     ADJUSTED  
 CK0619* NAVD 88     -        20.955  (meters)      68.75   (feet)  ADJUSTED  
 CK0619  ___________________________________________________________________
 CK0619  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CK0619  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 CK0619  DYNAMIC HT  -          20.931 (meters)      68.67  (feet)  COMP
 CK0619  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 CK0619
 CK0619  HORZ ORDER  -  SECOND
 CK0619  VERT ORDER  -  FIRST     CLASS II
 CK0619
 CK0619.The horizontal coordinates were established by classical geodetic methods
 CK0619.and adjusted by the National Geodetic Survey in September 1997..
 CK0619.No horizontal observational check was made to the station.
 CK0619
 CK0619.The orthometric height was determined by differential leveling
 CK0619.and adjusted by the National Geodetic Survey in June 1991..
 CK0619
 CK0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0619
 CK0619.The geoid height was determined by GEOID03.
 CK0619
 CK0619.The dynamic height is computed by dividing the NAVD 88
 CK0619.geopotential number by the normal gravity value computed on the
 CK0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0619.degrees latitude (g = 980.6199 gals.).
 CK0619
 CK0619.The modeled gravity was interpolated from observed gravity values.
 CK0619
 CK0619;                    North         East     Units Scale Factor Converg.
 CK0619;SPC GA E     -   257,852.792   287,121.893   MT  0.99999357   +0 29 41.2
 CK0619;SPC GA E     -   845,972.04    941,999.08   sFT  0.99999357   +0 29 41.2
 CK0619;UTM  17      - 3,576,210.303   477,283.667   MT  0.99960636   -0 07 44.6
 CK0619
 CK0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0619!SPC GA E     -   1.00000158  x   0.99999357  =   0.99999515
 CK0619!UTM  17      -   1.00000158  x   0.99960636  =   0.99960794
 CK0619
 CK0619                          SUPERSEDED SURVEY CONTROL
 CK0619
 CK0619  NAD 83(1986)-  32 19 21.06593(N)    081 14 28.84379(W) AD(       ) 2
 CK0619  NGVD 29 (03/21/89)   21.234  (m)           69.67   (f) ADJUSTED    1 2
 CK0619
 CK0619.Superseded values are not recommended for survey control.
 CK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0619.See file dsdata.txt to determine how the superseded data were derived.
 CK0619
 CK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7728476210(NAD 83)
 CK0619_MARKER: DR = REFERENCE MARK DISK
 CK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0619_STAMPING: EL 69.603 FEET CLEVELAND 1918
 CK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0619+STABILITY: SURFACE MOTION
 CK0619
 CK0619  HISTORY     - Date     Condition        Report By
 CK0619  HISTORY     - 1918     MONUMENTED       CGS
 CK0619  HISTORY     - 1955     GOOD             NGS
 CK0619
 CK0619                          STATION DESCRIPTION
 CK0619
 CK0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CK0619'1.8 MI N FROM RINCON.
 CK0619'ABOUT 1.75 MILES NORTH ALONG THE SEABOARD AIR LINE RAILROAD
 CK0619'FROM THE OVERPASS OF STATE HIGHWAY 21 OVER THE TRACK AT RINCON,
 CK0619'ABOUT 351 YARDS SOUTH OF MILE POST 480, 158 FEET SOUTH-SOUTHEAST
 CK0619'OF CENTER OF A WOODS TRAIL CROSSING, 25.7 FEET EAST OF EAST
 CK0619'RAIL, 57.8 FEET EAST AND ACROSS TRACK FROM THE FIRST TELEPHONE
 CK0619'POLE SOUTH OF CROSSING, 56 FEET SOUTHEAST AND ACROSS TRACK
 CK0619'FROM TRIANGULATION STATION CLEVELAND, 2 FEET SOUTH OF A WHITE
 CK0619'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CK0619'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BC2289 ***********************************************************************
 BC2289  DESIGNATION -  CLEWS
 BC2289  PID         -  BC2289
 BC2289  STATE/COUNTY-  GA/CAMDEN
 BC2289  USGS QUAD   -  WOODBINE (1993)
 BC2289
 BC2289                         *CURRENT SURVEY CONTROL
 BC2289  ___________________________________________________________________
 BC2289* NAD 83(1994)-  30 59 53.87239(N)    081 37 41.84920(W)     ADJUSTED  
 BC2289* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BC2289  ___________________________________________________________________
 BC2289  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BC2289  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BC2289
 BC2289  HORZ ORDER  -  FIRST
 BC2289
 BC2289.The horizontal coordinates were established by classical geodetic methods
 BC2289.and adjusted by the National Geodetic Survey in September 1997..
 BC2289
 BC2289.The orthometric height was scaled from a topographic map.
 BC2289
 BC2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BC2289
 BC2289.The geoid height was determined by GEOID03.
 BC2289
 BC2289;                    North         East     Units Scale Factor Converg.
 BC2289;SPC GA E     -   110,785.550   251,413.258   MT  0.99993260   +0 16 38.2
 BC2289;SPC GA E     -   363,468.93    824,845.00   sFT  0.99993260   +0 16 38.2
 BC2289;UTM  17      - 3,429,582.676   440,017.857   MT  0.99964438   -0 19 24.9
 BC2289
 BC2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2289!SPC GA E     -   1.00000422  x   0.99993260  =   0.99993682
 BC2289!UTM  17      -   1.00000422  x   0.99964438  =   0.99964859
 BC2289
 BC2289:                Primary Azimuth Mark                     Grid Az
 BC2289:SPC GA E     -  BUTLER                                   154 43 40.6
 BC2289:UTM  17      -  BUTLER                                   155 19 43.7
 BC2289
 BC2289|---------------------------------------------------------------------|
 BC2289| PID    Reference Object                     Distance      Geod. Az  |
 BC2289|                                                           dddmmss.s |
 BC2289| BC2264 BUTLER                              APPROX. 3.6 KM 1550018.8 |
 BC2289|---------------------------------------------------------------------|
 BC2289
 BC2289                          SUPERSEDED SURVEY CONTROL
 BC2289
 BC2289  NAD 83(1994)-  30 59 53.88126(N)    081 37 41.85241(W) AD(       ) 1
 BC2289  NAD 83(1986)-  30 59 53.88273(N)    081 37 41.85274(W) AD(       ) 1
 BC2289  NAD 27      -  30 59 53.04100(N)    081 37 42.48100(W) AD(       ) 1
 BC2289
 BC2289.Superseded values are not recommended for survey control.
 BC2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2289.See file dsdata.txt to determine how the superseded data were derived.
 BC2289
 BC2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ4001829583(NAD 83)
 BC2289_MARKER: DS = TRIANGULATION STATION DISK
 BC2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BC2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2289+STABILITY: SURFACE MOTION
 BC2289
 BC2289  HISTORY     - Date     Condition        Report By
 BC2289  HISTORY     - 1933     MONUMENTED       CGS
 BC2289  HISTORY     - 1934     GOOD             CGS
 BC2289  HISTORY     - 1935     GOOD             CGS
 BC2289  HISTORY     - 1954     MARK NOT FOUND   CGS
 BC2289
 BC2289                          STATION DESCRIPTION
 BC2289
 BC2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CMD)
 BC2289'ON A HAMMOCK WHICH IS ON THE N SHORE OF THE SATILLA RIVER ABOUT 3
 BC2289'MI. UPSTREAM FROM THE UPSTREAM ENTRANCE OF BAILEYS CUT.  THE STATION
 BC2289'IS ON THE SOLID GROUND OF THE HAMMOCK 3 M. FROM THE MARSH LINE TO
 BC2289'S AND SLIGHTLY W OF THE CENTER OF THE HAMMOCK AS SEEN FROM THE
 BC2289'RIVER.  A 10 IN PINE TREE STANDS 3 M. W AND ANOTHER 10 IN PINE 8 M.
 BC2289'SW OF STATION.  THE TOPS OF SEVERAL SMALL OAKS AND ONE PINE WERE
 BC2289'CLEARED ABOUT 40 M. E OF STATION FOR LINE TO STATION DOVER.
 BC2289
 BC2289                          STATION RECOVERY (1934)
 BC2289
 BC2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HAP)
 BC2289'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BC2289
 BC2289                          STATION RECOVERY (1935)
 BC2289
 BC2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 BC2289'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING AMENDMENT.  THE 10
 BC2289'IN PINE DESCRIBED AS BEING 8 M. SW OF THE STATION HAS BEEN CUT
 BC2289'DOWN, BUT A 24 IN STUMP REMAINS.
 BC2289'
 BC2289'A 16 FT STAND WILL CLEAR ALL LINES AT THIS STATION.
 BC2289
 BC2289                          STATION RECOVERY (1954)
 BC2289
 BC2289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JEW)
 BC2289'THE STATION WAS NOT RECOVERED AFTER AN HOUR SEARCH BY A TWO-MAN
 BC2289'PARTY.  THE REFERENCE TREES HAVE BEEN CUT, AND THE AREA IS COVERED BY
 BC2289'HEAVY PALMETTO GROWTH.  THE STATION IS PROBABLY STILL IN PLACE, BUT
 BC2289'THE PUBLISHED DESCRIPTION IS NO LONGER ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0063 ***********************************************************************
 DG0063  DESIGNATION -  CLIFF
 DG0063  PID         -  DG0063
 DG0063  STATE/COUNTY-  GA/FULTON
 DG0063  USGS QUAD   -  NORTHWEST ATLANTA (1997)
 DG0063
 DG0063                         *CURRENT SURVEY CONTROL
 DG0063  ___________________________________________________________________
 DG0063* NAD 83(1994)-  33 48 56.03669(N)    084 22 31.21707(W)     ADJUSTED  
 DG0063* NAVD 88     -       242.942  (meters)     797.05   (feet)  ADJUSTED  
 DG0063  ___________________________________________________________________
 DG0063  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DG0063  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 DG0063  DYNAMIC HT  -         242.673 (meters)     796.17  (feet)  COMP
 DG0063  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 DG0063
 DG0063  HORZ ORDER  -  FIRST
 DG0063  VERT ORDER  -  FIRST     CLASS II
 DG0063
 DG0063.The horizontal coordinates were established by classical geodetic methods
 DG0063.and adjusted by the National Geodetic Survey in September 1997..
 DG0063
 DG0063.The orthometric height was determined by differential leveling
 DG0063.and adjusted by the National Geodetic Survey in June 1991..
 DG0063
 DG0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0063
 DG0063.The geoid height was determined by GEOID03.
 DG0063
 DG0063.The dynamic height is computed by dividing the NAVD 88
 DG0063.geopotential number by the normal gravity value computed on the
 DG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0063.degrees latitude (g = 980.6199 gals.).
 DG0063
 DG0063.The modeled gravity was interpolated from observed gravity values.
 DG0063
 DG0063;                    North         East     Units Scale Factor Converg.
 DG0063;SPC GA W     -   423,067.732   680,682.288   MT  0.99990460   -0 06 58.1
 DG0063;SPC GA W     - 1,388,014.72  2,233,205.14   sFT  0.99990460   -0 06 58.1
 DG0063;UTM  16      - 3,744,804.562   742,937.012   MT  1.00032763   +1 27 41.0
 DG0063
 DG0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0063!SPC GA W     -   0.99996650  x   0.99990460  =   0.99987111
 DG0063!UTM  16      -   0.99996650  x   1.00032763  =   1.00029412
 DG0063
 DG0063|---------------------------------------------------------------------|
 DG0063| PID    Reference Object                     Distance      Geod. Az  |
 DG0063|                                                           dddmmss.s |
 DG0063| DG2354 ARMOUR                              375.799 METERS 21324     |
 DG0063| DG0061 MINA                                APPROX. 1.0 KM 2453307.7 |
 DG0063|---------------------------------------------------------------------|
 DG0063
 DG0063                          SUPERSEDED SURVEY CONTROL
 DG0063
 DG0063  NAD 83(1986)-  33 48 56.04255(N)    084 22 31.21729(W) AD(       ) 1
 DG0063  NAD 27      -  33 48 55.66700(N)    084 22 31.48700(W) AD(       ) 1
 DG0063  NGVD 29 (??/??/92)  242.872  (m)          796.82   (f) ADJ UNCH    1 2
 DG0063
 DG0063.Superseded values are not recommended for survey control.
 DG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0063.See file dsdata.txt to determine how the superseded data were derived.
 DG0063
 DG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4293744805(NAD 83)
 DG0063_MARKER: DE = TRAVERSE STATION DISK
 DG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0063_STAMPING: 797.016 CLIFF 1926
 DG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0063+STABILITY: SURFACE MOTION
 DG0063
 DG0063  HISTORY     - Date     Condition        Report By
 DG0063  HISTORY     - 1927     MONUMENTED       CGS
 DG0063  HISTORY     - 1952     GOOD             CGS
 DG0063  HISTORY     - 1959     GOOD             NGS
 DG0063  HISTORY     - 19901001 MARK NOT FOUND   USGS
 DG0063
 DG0063                          STATION DESCRIPTION
 DG0063
 DG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0063'TRAVERSE STATION AND BENCH MARK IS ABOUT 400 FEET W OF THE
 DG0063'SOUTHERN RAILWAY BRIDGE WHERE IT PASSES OVER THE SEABOARD
 DG0063'RAILROAD AT ARMOUR.  IT IS 63.3 FEET N OF CENTER LINE OF SEABOARD
 DG0063'RAILROAD TRACKS.  IT IS THE POINT OF INTERSECTION OF THE S RAIL
 DG0063'FROM THE E AND W.
 DG0063'
 DG0063'STATION MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER, 5
 DG0063'FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0063'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG0063
 DG0063                          STATION RECOVERY (1952)
 DG0063
 DG0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0063'THE STATION IS LOCATED ABOUT 4.2 MILES N OF DOWNTOWN FIVE
 DG0063'POINTS IN ATLANTA, ABOUT 125 YARDS W OF THE SOUTHERN RAILROAD
 DG0063'BRIDGE OVER THE SEABOARD AIR LINE RAILROAD, ON THE OUTSIDE
 DG0063'OF A CURVE OF THE LATTER, AT THE INTERSECTION OF THE PROJECTED
 DG0063'LINES OF THE S RAIL IN THE TANGENTS E AND W OF THE STATION,
 DG0063'58.9 FEET N OF THE N RAIL, AND AN ESTIMATED 4 FEET LOWER THAN
 DG0063'THE RAIL.  THE MARK IS A STANDARD TRIANGULATION-STATION DISK,
 DG0063'STAMPED CLIFF 1926 797.016 AND SET IN THE TOP OF A CONCRETE
 DG0063'CYLINDER.  IT IS 1.1 FEET BELOW A CAST-IRON COVER THAT IS
 DG0063'FLUSH WITH THE GROUND.
 DG0063
 DG0063                          STATION RECOVERY (1959)
 DG0063
 DG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DG0063'AT ATLANTA.
 DG0063'ABOUT 1.05 MILES EAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 DG0063'PEACHTREE ROAD OVERPASS AT ATLANTA, ABOUT 9 RAILS WEST OF THE
 DG0063'WEST EDGE OF THE SOUTHERN RAILWAY OVERPASS OVER THE SEABOARD
 DG0063'AIR LINE RAILROAD, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 DG0063'EXTENDING EAST AND SOUTHWEST, AT MILEPOST 572, 59 FEET NORTH
 DG0063'OF THE NORTH RAIL OF THE MAIN TRACK, 66 FEET NORTHWEST OF THE
 DG0063'MILEPOST, 27 1/2 FEET NORTHWEST OF THE NORTH ONE OF TWO TELEPHONE
 DG0063'POLES, SET IN TOP OF A CONCRETE POST 18-INCHES UNDERGROUND, ACCESS
 DG0063'TO WHICH IS HAD THRU A 12-INCH TILE WITH A CAST IRON COVER MARKED
 DG0063'USC AND GS AND PROJECTING 3 INCHES ABOVE THE GROUND.
 DG0063
 DG0063                          STATION RECOVERY (1990)
 DG0063
 DG0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 DG0063'NOT FOUND AFTER SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4081 ***********************************************************************
 CK4081  DESIGNATION -  CLIFF
 CK4081  PID         -  CK4081
 CK4081  STATE/COUNTY-  GA/BULLOCH
 CK4081  USGS QUAD   -  BROOKLET (1978)
 CK4081
 CK4081                         *CURRENT SURVEY CONTROL
 CK4081  ___________________________________________________________________
 CK4081* NAD 83(1994)-  32 24 57.81062(N)    081 44 32.00016(W)     ADJUSTED  
 CK4081* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 CK4081  ___________________________________________________________________
 CK4081  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 CK4081  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 CK4081
 CK4081  HORZ ORDER  -  FIRST
 CK4081
 CK4081.The horizontal coordinates were established by classical geodetic methods
 CK4081.and adjusted by the National Geodetic Survey in September 1997..
 CK4081
 CK4081.The orthometric height was scaled from a topographic map.
 CK4081
 CK4081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4081
 CK4081.The geoid height was determined by GEOID03.
 CK4081
 CK4081;                    North         East     Units Scale Factor Converg.
 CK4081;SPC GA E     -   267,928.434   239,921.082   MT  0.99991965   +0 13 39.1
 CK4081;SPC GA E     -   879,028.54    787,141.08   sFT  0.99991965   +0 13 39.1
 CK4081;UTM  17      - 3,586,796.484   430,210.729   MT  0.99966006   -0 23 52.4
 CK4081
 CK4081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4081!SPC GA E     -   0.99999471  x   0.99991965  =   0.99991436
 CK4081!UTM  17      -   0.99999471  x   0.99966006  =   0.99965477
 CK4081
 CK4081:                Primary Azimuth Mark                     Grid Az
 CK4081:SPC GA E     -  MUDGE=A 47                               322 41 54.2
 CK4081:UTM  17      -  MUDGE=A 47                               323 19 25.7
 CK4081
 CK4081|---------------------------------------------------------------------|
 CK4081| PID    Reference Object                     Distance      Geod. Az  |
 CK4081|                                                           dddmmss.s |
 CK4081| CK0097 MUDGE=A 47                          APPROX. 0.8 KM 3225533.3 |
 CK4081| CK5153 OLIFF RM                             11.911 METERS 34443     |
 CK4081|---------------------------------------------------------------------|
 CK4081
 CK4081                          SUPERSEDED SURVEY CONTROL
 CK4081
 CK4081  NAD 83(1986)-  32 24 57.79495(N)    081 44 32.00529(W) AD(       ) 1
 CK4081  NAD 83(1986)-  32 24 57.79708(N)    081 44 32.00309(W) AD(       ) 1
 CK4081  NAD 27      -  32 24 57.16400(N)    081 44 32.59700(W) AD(       ) 1
 CK4081
 CK4081.Superseded values are not recommended for survey control.
 CK4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4081.See file dsdata.txt to determine how the superseded data were derived.
 CK4081
 CK4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR3021186796(NAD 83)
 CK4081_MARKER: DS = TRIANGULATION STATION DISK
 CK4081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4081
 CK4081  HISTORY     - Date     Condition        Report By
 CK4081  HISTORY     - 1918     MONUMENTED       CGS
 CK4081  HISTORY     - 1922     GOOD             CGS
 CK4081  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CK4081  HISTORY     - 1950     MARK NOT FOUND   CGS
 CK4081
 CK4081                          STATION DESCRIPTION
 CK4081
 CK4081'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CK4081'ABOUT 3-1/2 MILES SOUTHEAST OF STATESBORO, ON THE RIGHT-OF-WAY
 CK4081'OF THE SAVANNAH AND STATESBORO RAILWAY, ABOUT 100 METERS
 CK4081'(328 FEET) NORTH OF BRANCH TRACK LEADING TO LUMBER CAMP
 CK4081'AND 150 METERS (492 FEET) EAST OF A CABIN, AT THE INTERSECTION
 CK4081'OF THE NORTHWEST TANGENT TO THE SOUTH RAIL AND THE SOUTHEAST
 CK4081'TANGENT TO THE NORTH RAIL AND ABOUT 16 METERS (52 FEET) SOUTH
 CK4081'OF THE TRACK.  REFERENCE MARK = B-47 IS 11.911
 CK4081'METERS (39.08 FEET) FROM STATION IN GRID AZIMUTH 164 DEG
 CK4081'29 MIN.
 CK4081
 CK4081                          STATION RECOVERY (1935)
 CK4081
 CK4081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CK4081'BOTH STATION AND REFERENCE MARKS HAD BEEN DESTROYED.
 CK4081
 CK4081                          STATION RECOVERY (1950)
 CK4081
 CK4081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CK4081'THE STATION SURFACE MONUMENT WITH DISK MISSING WAS RECOVERED
 CK4081'ABOUT 10 FEET E OF ITS DESCRIBED LOCATION.  PARTS OF THE
 CK4081'REFERENCE MARK MONUMENT WITH DISK IMPRINTS BUT NO DISK WERE
 CK4081'FOUND ABOUT 15 FEET SE OF THE DESCRIBED LOCATION.  SOME
 CK4081'DIGGING WAS DONE IN AN EFFORT TO LOCATE THE SUBSURFACE STATION
 CK4081'MARK BUT WITHOUT SUCCESS.  TO LOCATE THE DIGGING, AN INVERSE
 CK4081'WAS MADE FROM 7 C 12 (GEORGIA GEODETIC SURVEY), AND THE
 CK4081'DIRECTION THEREFROM DETERMINED WITH A MAGNETIC COMPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1931 ***********************************************************************
 CM1931  DESIGNATION -  CLIFF
 CM1931  PID         -  CM1931
 CM1931  STATE/COUNTY-  GA/MUSCOGEE
 CM1931  USGS QUAD   -  COLUMBUS (1983)
 CM1931
 CM1931                         *CURRENT SURVEY CONTROL
 CM1931  ___________________________________________________________________
 CM1931* NAD 83(1994)-  32 24 47.16021(N)    084 53 07.22381(W)     ADJUSTED  
 CM1931* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CM1931  ___________________________________________________________________
 CM1931  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CM1931  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CM1931
 CM1931  HORZ ORDER  -  FIRST
 CM1931
 CM1931.The horizontal coordinates were established by classical geodetic methods
 CM1931.and adjusted by the National Geodetic Survey in September 1997..
 CM1931
 CM1931.The orthometric height was scaled from a topographic map.
 CM1931
 CM1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1931
 CM1931.The geoid height was determined by GEOID03.
 CM1931
 CM1931;                    North         East     Units Scale Factor Converg.
 CM1931;SPC GA W     -   267,748.376   632,402.545   MT  0.99995633   -0 23 06.9
 CM1931;SPC GA W     -   878,437.80  2,074,807.35   sFT  0.99995633   -0 23 06.9
 CM1931;UTM  16      - 3,588,193.810   698,859.561   MT  1.00008767   +1 08 01.9
 CM1931
 CM1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1931!SPC GA W     -   0.99998947  x   0.99995633  =   0.99994580
 CM1931!UTM  16      -   0.99998947  x   1.00008767  =   1.00007714
 CM1931
 CM1931:                Primary Azimuth Mark                     Grid Az
 CM1931:SPC GA W     -  UPITOY                                   077 39 11.3
 CM1931:UTM  16      -  UPITOY                                   076 08 02.5
 CM1931
 CM1931|---------------------------------------------------------------------|
 CM1931| PID    Reference Object                     Distance      Geod. Az  |
 CM1931|                                                           dddmmss.s |
 CM1931| CM1884 UPITOY                              APPROX. 1.5 KM 0771604.4 |
 CM1931| CY9244 CLIFF RM                             18.010 METERS 12035     |
 CM1931|---------------------------------------------------------------------|
 CM1931
 CM1931                          SUPERSEDED SURVEY CONTROL
 CM1931
 CM1931  NAD 83(1994)-  32 24 47.16394(N)    084 53 07.22228(W) AD(       ) 1
 CM1931  NAD 83(1986)-  32 24 47.16566(N)    084 53 07.22331(W) AD(       ) 1
 CM1931  NAD 27      -  32 24 46.64500(N)    084 53 07.48100(W) AD(       ) 1
 CM1931
 CM1931.Superseded values are not recommended for survey control.
 CM1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1931.See file dsdata.txt to determine how the superseded data were derived.
 CM1931
 CM1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9886088194(NAD 83)
 CM1931_MARKER: DS = TRIANGULATION STATION DISK
 CM1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1931
 CM1931  HISTORY     - Date     Condition        Report By
 CM1931  HISTORY     - 1917     MONUMENTED       CGS
 CM1931
 CM1931                          STATION DESCRIPTION
 CM1931
 CM1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 CM1931'ABOUT ONE MILE ALONG CENTRAL OF GEORGIA RAILWAY FROM SAND HILL
 CM1931'STATION, ON NORTH BANK OF THE CUT AT THE CURVE 1/2 MILE SOUTH OF
 CM1931'MILEPOST 8, AT THE INTERSECTION OF NORTHERN TANGENT TO CURVE OF EAST
 CM1931'RAIL AND SOUTHERN TANGENT TO CURVE OF WEST RAIL, 4-1/2 METERS (15
 CM1931'FEET) EAST OF EAST RAIL AND 16 FEET ABOVE RAIL.  SURFACE AND
 CM1931'UNDERGROUND MARKS ARE SET.  REFERENCE
 CM1931'MARK, A BOLT IN A CONCRETE MOUND, IS 5.99 METERS (19.7 FEET) WEST OF
 CM1931'THE WEST RAIL AT THE SOUTH END OF EAST BANK OF CUT, 18.01 METERS
 CM1931'(59.1 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG0133 ***********************************************************************
 DG0133  DESIGNATION -  CLIFTON
 DG0133  PID         -  DG0133
 DG0133  STATE/COUNTY-  GA/DE KALB
 DG0133  USGS QUAD   -  NORTHEAST ATLANTA (1997)
 DG0133
 DG0133                         *CURRENT SURVEY CONTROL
 DG0133  ___________________________________________________________________
 DG0133* NAD 83(1994)-  33 45 44.07379(N)    084 20 00.57978(W)     ADJUSTED  
 DG0133* NAVD 88     -       311.647  (meters)    1022.46   (feet)  ADJUSTED  
 DG0133  ___________________________________________________________________
 DG0133  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DG0133  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 DG0133  DYNAMIC HT  -         311.302 (meters)    1021.33  (feet)  COMP
 DG0133  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 DG0133
 DG0133  HORZ ORDER  -  FIRST
 DG0133  VERT ORDER  -  FIRST     CLASS II
 DG0133
 DG0133.The horizontal coordinates were established by classical geodetic methods
 DG0133.and adjusted by the National Geodetic Survey in September 1997..
 DG0133
 DG0133.The orthometric height was determined by differential leveling
 DG0133.and adjusted by the National Geodetic Survey in June 1991..
 DG0133
 DG0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG0133
 DG0133.The geoid height was determined by GEOID03.
 DG0133
 DG0133.The dynamic height is computed by dividing the NAVD 88
 DG0133.geopotential number by the normal gravity value computed on the
 DG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG0133.degrees latitude (g = 980.6199 gals.).
 DG0133
 DG0133.The modeled gravity was interpolated from observed gravity values.
 DG0133
 DG0133;                    North         East     Units Scale Factor Converg.
 DG0133;SPC GA W     -   417,146.735   684,546.387   MT  0.99990294   -0 05 33.8
 DG0133;SPC GA W     - 1,368,588.91  2,245,882.60   sFT  0.99990294   -0 05 33.8
 DG0133;UTM  16      - 3,738,989.575   746,964.296   MT  1.00035196   +1 28 57.6
 DG0133
 DG0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG0133!SPC GA W     -   0.99995571  x   0.99990294  =   0.99985865
 DG0133!UTM  16      -   0.99995571  x   1.00035196  =   1.00030765
 DG0133
 DG0133|---------------------------------------------------------------------|
 DG0133| PID    Reference Object                     Distance      Geod. Az  |
 DG0133|                                                           dddmmss.s |
 DG0133| CY9778 CLIFTON RM 2                         40.942 METERS 10608     |
 DG0133| CY9777 CLIFTON RM 1                         19.324 METERS 10608     |
 DG0133| DG0131 E 19                                APPROX. 0.6 KM 1141302.5 |
 DG0133| DG2761 E 18 RESET                          260.610 METERS 27843     |
 DG0133| DG0135 E 18                                210.760 METERS 27931     |
 DG0133|---------------------------------------------------------------------|
 DG0133
 DG0133                          SUPERSEDED SURVEY CONTROL
 DG0133
 DG0133  NAD 83(1986)-  33 45 44.07877(N)    084 20 00.58000(W) AD(       ) 1
 DG0133  NAD 27      -  33 45 43.70100(N)    084 20 00.85400(W) AD(       ) 1
 DG0133  NGVD 29 (??/??/92)  311.568  (m)         1022.20   (f) ADJ UNCH    1 2
 DG0133
 DG0133.Superseded values are not recommended for survey control.
 DG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG0133.See file dsdata.txt to determine how the superseded data were derived.
 DG0133
 DG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC4696438990(NAD 83)
 DG0133_MARKER: DE = TRAVERSE STATION DISK
 DG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG0133_STAMPING: CLIFTON 1927 1022.213
 DG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG0133+STABILITY: SURFACE MOTION
 DG0133
 DG0133  HISTORY     - Date     Condition        Report By
 DG0133  HISTORY     - 1927     MONUMENTED       CGS
 DG0133  HISTORY     - 1952     GOOD             CGS
 DG0133  HISTORY     - 1973     GOOD             NGS
 DG0133
 DG0133                          STATION DESCRIPTION
 DG0133
 DG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EOH)
 DG0133'TRAVERSE STATION AND BENCH MARK IS IN SIDEWALK ON THE N SIDE
 DG0133'OF DE KALB AVENUE BETWEEN CLIFTON AND BROOKS OR PAGE AVENUES
 DG0133'APPROXIMATELY 130 FEET FROM PROPERTY LINE ON W SIDE OF CLIFTON
 DG0133'AVENUE, 8.34 FEET N OF N CURB OF DE KALB AVENUE, 69.45 FEET
 DG0133'NW FROM TELEPHONE POLE ON N SIDE OF DE KALB AVENUE, 12.4 FEET N
 DG0133'FROM WATER STOP ON N SIDE OF DE KALB AVENUE, 16.1 FEET NE
 DG0133'FROM TELEPHONE POLE ON N SIDE OF DE KALB AVENUE.
 DG0133'
 DG0133'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE CYLINDER,
 DG0133'5 FEET LONG, 10 INCHES IN DIAMETER AT THE TOP AND 18 INCHES
 DG0133'IN DIAMETER AT THE BASE.  CAST-IRON COVER OVER TOP OF MARK.
 DG0133
 DG0133                          STATION RECOVERY (1952)
 DG0133
 DG0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 DG0133'THE STATION IS ABOUT 3.3 MILES E OF DOWNTOWN FIVE POINTS
 DG0133'IN ATLANTA, 160 FEET W OF THE CENTER LINE OR 145.5 FEET W
 DG0133'OF THE W CURB OF CLIFTON ROAD N.E., 23 FEET N OF THE CENTER
 DG0133'LINE OR 8.3 FEET N OF THE N CURB OF DE KALB AVENUE N.E.,
 DG0133'12 FEET NE OF A WATER STOP THAT IS HALFWAY BETWEEN CURB AND
 DG0133'SIDEWALK, AND 2.5 FEET N OF THE CENTER LINE OF THE SIDEWALK.
 DG0133'THE MARK IS A STANDARD DISK SET IN CONCRETE.  IT IS 0.5
 DG0133'FOOT BELOW A CAST-IRON COVER THAT IS FLUSH WITH THE SIDEWALK
 DG0133'SURFACE AND THE DISK IS STAMPED CLIFTON 1927 1022.213.
 DG0133
 DG0133                          STATION RECOVERY (1973)
 DG0133
 DG0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DG0133'IN ATLANTA.
 DG0133'IN ATLANTA, ABOUT 3.3 MILES EAST OF DOWNTOWN FIVE POINTS, 160
 DG0133'FEET WEST OF THE CENTERLINE OR 145.5 FEET WEST OF THE WEST CURB
 DG0133'OF CLIFTON ROAD NE, 23 FEET NORTH OF THE CENTERLINE OR 8.3
 DG0133'FEET NORTH OF THE NORTH CURB OF DE KALB AVENUE NE, 12 FEET
 DG0133'NORTHEAST OF A WATER STOP THAT IS HALFWAY BETWEEN CURB AND
 DG0133'SIDEWALK, AND 2.5 FEET NORTH OF THE CENTERLINE OF THE SIDEWALK.
 DG0133'A STANDARD TRAVERSE DISK SET IN THE TOP OF A CONCRETE POST THAT
 DG0133'IS 0.5 FOOT BELOW A CAST-IRON COVER WHICH IS FLUSH WITH THE
 DG0133'SIDEWALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3294 ***********************************************************************
 BE3294  DESIGNATION -  CLIMAX GA LIGHT AND POWER TANK
 BE3294  PID         -  BE3294
 BE3294  STATE/COUNTY-  GA/DECATUR
 BE3294  USGS QUAD   -  CLIMAX NORTH (1974)
 BE3294
 BE3294                         *CURRENT SURVEY CONTROL
 BE3294  ___________________________________________________________________
 BE3294* NAD 83(1994)-  30 52 33.08623(N)    084 25 47.07206(W)     ADJUSTED  
 BE3294* NAVD 88     -                                                        
 BE3294  ___________________________________________________________________
 BE3294  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BE3294  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BE3294
 BE3294  HORZ ORDER  -  THIRD
 BE3294
 BE3294.The horizontal coordinates were established by classical geodetic methods
 BE3294.and adjusted by the National Geodetic Survey in September 1997..
 BE3294
 BE3294
 BE3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3294
 BE3294.The geoid height was determined by GEOID03.
 BE3294
 BE3294;                    North         East     Units Scale Factor Converg.
 BE3294;SPC GA W     -    97,117.348   674,845.146   MT  0.99990780   -0 08 06.0
 BE3294;SPC GA W     -   318,625.83  2,214,054.45   sFT  0.99990780   -0 08 06.0
 BE3294;UTM  16      - 3,418,673.580   745,728.975   MT  1.00034491   +1 19 10.8
 BE3294
 BE3294                          SUPERSEDED SURVEY CONTROL
 BE3294
 BE3294  NAD 83(1986)-  30 52 33.09335(N)    084 25 47.07741(W) AD(       ) 4
 BE3294  NAD 27      -  30 52 32.40800(N)    084 25 47.40300(W) AD(       ) 3
 BE3294
 BE3294.Superseded values are not recommended for survey control.
 BE3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3294.See file dsdata.txt to determine how the superseded data were derived.
 BE3294
 BE3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4572918674(NAD 83)
 BE3294_MARKER: 51 = TANK
 BE3294
 BE3294  HISTORY     - Date     Condition        Report By
 BE3294  HISTORY     - 1933     FIRST OBSERVED   CGS
 BE3294  HISTORY     - 1973     GOOD             NGS
 BE3294
 BE3294                          STATION DESCRIPTION
 BE3294
 BE3294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3294'THE STATION IS THE BALL ATOP AND CENTER OF A WATER TANK THAT IS NOW
 BE3294'OWNED BY THE SMALL COMMUNITY OF CLIMAX.  IT HAS A CYLINDRICAL BODY
 BE3294'WITH A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
 BE3294'STEEL TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY
 BE3294'115 FEET HIGH.
 BE3294'
 BE3294'LOCATED ABOUT 0.1 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY 84 AND
 BE3294'STATE ROUTE 262 SOUTH IN THE SMALL COMMUNITY OF CLIMAX.  IT IS 134
 BE3294'FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 84.
 BE3294'
 BE3294'NOTE--THIS WAS NOT RELOCATED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3297 ***********************************************************************
 BE3297  DESIGNATION -  CLIMAX LOT
 BE3297  PID         -  BE3297
 BE3297  STATE/COUNTY-  GA/DECATUR
 BE3297  USGS QUAD   -  CLIMAX NORTH (1974)
 BE3297
 BE3297                         *CURRENT SURVEY CONTROL
 BE3297  ___________________________________________________________________
 BE3297* NAD 83(1994)-  30 53 54.11689(N)    084 23 33.02511(W)     ADJUSTED  
 BE3297* NAVD 88     -                                                        
 BE3297  ___________________________________________________________________
 BE3297  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BE3297  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BE3297
 BE3297  HORZ ORDER  -  THIRD
 BE3297
 BE3297.The horizontal coordinates were established by classical geodetic methods
 BE3297.and adjusted by the National Geodetic Survey in September 1997..
 BE3297
 BE3297
 BE3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3297
 BE3297.The geoid height was determined by GEOID03.
 BE3297
 BE3297;                    North         East     Units Scale Factor Converg.
 BE3297;SPC GA W     -    99,604.776   678,410.579   MT  0.99990575   -0 06 57.5
 BE3297;SPC GA W     -   326,786.67  2,225,752.04   sFT  0.99990575   -0 06 57.5
 BE3297;UTM  16      - 3,421,251.905   749,231.663   MT  1.00036630   +1 20 22.9
 BE3297
 BE3297                          SUPERSEDED SURVEY CONTROL
 BE3297
 BE3297  NAD 83(1986)-  30 53 54.12411(N)    084 23 33.03016(W) AD(       ) 4
 BE3297  NAD 27      -  30 53 53.44018(N)    084 23 33.36111(W) AD(       ) 3
 BE3297
 BE3297.Superseded values are not recommended for survey control.
 BE3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3297.See file dsdata.txt to determine how the superseded data were derived.
 BE3297
 BE3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGV4923221252(NAD 83)
 BE3297_MARKER: 57 = LOOKOUT TOWER
 BE3297
 BE3297  HISTORY     - Date     Condition        Report By
 BE3297  HISTORY     - 1973     FIRST OBSERVED   NGS
 BE3297
 BE3297                          STATION DESCRIPTION
 BE3297
 BE3297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JCL)
 BE3297'THE STATION IS THE APEX OF ROOF OF OBSERVATION CABIN ATOP A FOUR
 BE3297'LEGGED, SKELETON STEEL TOWER OWNED BY GEORGIA STATE FOREST
 BE3297'SERVICE.  IT IS GRAY IN COLOR AND APPROXIMATELY 85 FEET HIGH.
 BE3297'
 BE3297'LOCATED AIRLINE ABOUT 4 MILES WEST-NORTHWEST OF WHIGHAM, 2.9
 BE3297'MILES NORTHEAST OF CLIMAX AND 1.0 MILE EAST OF THE JUNCTION OF
 BE3297'STATE ROUTES 312 AND 262.  IT IS 50 FEET EAST OF THE CENTER LINE OF
 BE3297'A GRADED ROAD AND 100 FEET NORTH OF THE CENTER LINE OF STATE ROUTE
 BE3297'312.  THE COMPLETE NAME OF THE STATION IS CLIMAX LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1881 ***********************************************************************
 DF1881  DESIGNATION -  CLINCHFIELD
 DF1881  PID         -  DF1881
 DF1881  STATE/COUNTY-  GA/WILKES
 DF1881  USGS QUAD   -  WASHINGTON EAST (1987)
 DF1881
 DF1881                         *CURRENT SURVEY CONTROL
 DF1881  ___________________________________________________________________
 DF1881* NAD 83(1994)-  33 40 50.17276(N)    082 44 24.44433(W)     ADJUSTED  
 DF1881* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 DF1881  ___________________________________________________________________
 DF1881  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DF1881  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DF1881
 DF1881  HORZ ORDER  -  SECOND
 DF1881
 DF1881.The horizontal coordinates were established by classical geodetic methods
 DF1881.and adjusted by the National Geodetic Survey in September 1997..
 DF1881
 DF1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1881
 DF1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1881
 DF1881.The geoid height was determined by GEOID03.
 DF1881
 DF1881;                    North         East     Units Scale Factor Converg.
 DF1881;SPC GA E     -   408,227.500   146,828.834   MT  0.99993484   -0 19 04.9
 DF1881;SPC GA E     - 1,339,326.39    481,720.93   sFT  0.99993484   -0 19 04.9
 DF1881;UTM  17      - 3,728,101.499   338,694.812   MT  0.99992078   -0 57 54.8
 DF1881
 DF1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1881!SPC GA E     -   0.99997649  x   0.99993484  =   0.99991133
 DF1881!UTM  17      -   0.99997649  x   0.99992078  =   0.99989727
 DF1881
 DF1881:                Primary Azimuth Mark                     Grid Az
 DF1881:SPC GA E     -  WASHINGTON MUN SPIPE                     005 24 38.6
 DF1881:UTM  17      -  WASHINGTON MUN SPIPE                     006 03 28.5
 DF1881
 DF1881|---------------------------------------------------------------------|
 DF1881| PID    Reference Object                     Distance      Geod. Az  |
 DF1881|                                                           dddmmss.s |
 DF1881| DF1888 WASHINGTON MUN SPIPE                APPROX. 6.4 KM 0050533.7 |
 DF1881| DF3022 CLINCHFIELD RM 3                     20.329 METERS 01659     |
 DF1881| DF1857 SISSON                              APPROX.10.8 KM 0923750.4 |
 DF1881| DF3020 CLINCHFIELD RM 1                     51.161 METERS 09919     |
 DF1881| DF3019 CLINCHFIELD AZ MK                                  1194755.9 |
 DF1881| DF3021 CLINCHFIELD RM 2                     24.389 METERS 22051     |
 DF1881| DF1898 WASHINGTON S MUN TANK               APPROX. 3.9 KM 3363757.9 |
 DF1881| DF1899 WASHINGTON W MUN TANK               APPROX. 7.0 KM 3470444.5 |
 DF1881| DF1890 WASHINGTON ALMAR MFG CO TANK        APPROX. 6.2 KM 3541522.8 |
 DF1881|---------------------------------------------------------------------|
 DF1881
 DF1881                          SUPERSEDED SURVEY CONTROL
 DF1881
 DF1881  NAD 83(1986)-  33 40 50.17900(N)    082 44 24.44235(W) AD(       ) 2
 DF1881  NAD 27      -  33 40 49.70500(N)    082 44 24.92700(W) AD(       ) 2
 DF1881  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 DF1881
 DF1881.Superseded values are not recommended for survey control.
 DF1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1881.See file dsdata.txt to determine how the superseded data were derived.
 DF1881
 DF1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT3869528101(NAD 83)
 DF1881_MARKER: DS = TRIANGULATION STATION DISK
 DF1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1881
 DF1881  HISTORY     - Date     Condition        Report By
 DF1881  HISTORY     - 1935     MONUMENTED       CGS
 DF1881  HISTORY     - 1955     GOOD             CGS
 DF1881  HISTORY     - 1976     GOOD             NGS
 DF1881
 DF1881                          STATION DESCRIPTION
 DF1881
 DF1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 DF1881'ABOUT 12.5 MILES NORTHEAST OF CRAWFORDVILLE, 4.0 MILES SOUTHEAST OF
 DF1881'WASHINGTON, ON PROPERTY BELONGING TO J.T. CLINCHFIELD, ABOUT 75
 DF1881'YARDS EAST OF EAST EDGE OF WOODS, 28 FEET EAST-SOUTHEAST OF SOUTHEAST
 DF1881'CORNER OF ABANDONED HOUSE AND 22 FEET SOUTH OF 14-INCH BLACK WALNUT
 DF1881'TREE.  TO REACH FROM INTERSECTION OF ROBERT TOOMBS AVENUE AND
 DF1881'ALEXANDER AVENUE IN WASHINGTON, GO SOUTH ON ALEXANDER AVENUE FOR
 DF1881'0.3 MILE AND TURN LEFT AT END OF PAVEMENT.  CONTINUE 4.15 MILES
 DF1881'(OR 0.45 MILE AFTER PASSING CHURCH ON LEFT) TO T-ROAD.  TURN RIGHT ON
 DF1881'T-ROAD FOR 0.25 MILE AND TURN RIGHT JUST AFTER CROSSING SMALL
 DF1881'WOODEN BRIDGE AND CONTINUE 0.5 MILE TO TOP OF HILL, ABANDONED HOUSE
 DF1881'AND STATION ON LEFT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 DF1881'DISKS IN CONCRETE.  UPPER MARK PROJECTS ABOUT 3
 DF1881'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN ROUND
 DF1881'CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES,
 DF1881'IS AT EAST EDGE OF CULTIVATED FIELD, ABOUT 6 INCHES WEST OF CENTER
 DF1881'LINE OF ROAD AND 167.85 FEET (SLOPE) EAST-SOUTHEAST OF STATION
 DF1881'S 80 DEG 40 MIN E.  NO. 2 PROJECTS ABOUT 2 INCHES, IS ON
 DF1881'RIDGE BETWEEN TWO CULTIVATED FIELDS AND 80.06 FEET SOUTH-SOUTHWEST
 DF1881'OF STATION S 40 DEG 50 MIN W.  AZIMUTH MARK PROJECTS ABOUT 3
 DF1881'INCHES, IS IN ACUTE ANGLE OF FORKS, 10 FEET NORTH-NORTHEAST OF CENTER
 DF1881'LINE OF ROAD TO STATION, 11 FEET SOUTHWEST OF CENTER LINE OF LEAST
 DF1881'TRAVELED ROAD AND 0.25 MILE SOUTHEAST OF STATION S 60 DEG 12 MIN E.
 DF1881
 DF1881                          STATION RECOVERY (1955)
 DF1881
 DF1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (IRR)
 DF1881'RECOVERED AS DESCRIBED, EXCEPT LAND REPORTEDLY NOT NOW OWNED BY
 DF1881'J.T. CLINCHFIELD, LAND IS IN PASTURE, HOUSE IS GONE, AND THE
 DF1881'AZIMUTH MARK WAS FOUND DESTROYED.
 DF1881'
 DF1881'THE STATION IS ABOUT 4.0 MILES S AND 0.2 MILE E OF THE COURTHOUSE IN
 DF1881'WASHINGTON, ON TOP OF A LOW HILL (THERE IS APPARENTLY SLIGHTLY
 DF1881'HIGHER HILL ABOUT 1/4 MILE NW), 143 FEET SW OF THE CENTER OF THE
 DF1881'ROAD, AND 34 FEET SW OF A 14-INCH WALNUT TREE.  THE MARK
 DF1881'PROJECTS 0.2 FOOT, AND THE DISK IS STAMPED CLINCHFIELD 1935.
 DF1881'
 DF1881'REFERENCE MARK STAMPED CLINCHFIELD NO 1 1935, PROJECTING
 DF1881'0.1 FOOT, IS 167.85 FEET (SLOPE) S 80 DEG 40 MIN E FROM
 DF1881'THE STATION, AND 10 FEET SW OF THE PRESENT CENTER OF THE ROAD.
 DF1881'
 DF1881'REFERENCE MARK STAMPED CLINCHFIELD NO 2 1935, PROJECTING
 DF1881'0.2 FOOT, IS 80.06 FEET S 40 DEG 50 MIN W FROM THE
 DF1881'STATION, AND ON A SLIGHT RIDGE IN THE PASTURE WHICH RIDGE WAS
 DF1881'EVIDENTLY A TERRACE WHEN THE AREA WAS UNDER CULTIVATION.
 DF1881'
 DF1881'TO REACH FROM THE S SIDE OF THE PLAZA IN FRONT OF THE COURTHOUSE IN
 DF1881'WASHINGTON, GO E ON ROBERT TOOMBS AVENUE 0.2 MILE AND TURN RIGHT
 DF1881'ONTO ALEXANDER AVENUE, THENCE S 0.3 MILE AND TURN LEFT, THENCE
 DF1881'EASTERLY ABOUT 0.1 MILE AND BEAR RIGHT KEEPING THE MAIN ROAD, THENCE
 DF1881'SOUTHERLY 4.0 MILES OR 0.45 MILES PAST A CHURCH ON THE LEFT AND
 DF1881'TURN RIGHT, THENCE MEANDER WESTERLY AND NORTHERLY ON EARTH ROAD 0.75
 DF1881'MILE TO A SMALL HILL AND THE STATION ON THE LEFT.
 DF1881
 DF1881                          STATION RECOVERY (1976)
 DF1881
 DF1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1881'THE STATION IS LOCATED 4 MILES SOUTH OF WASHINGTON, 8-1/2
 DF1881'MILES NORTH-NORTHEAST OF SHARON AND ON PROPERTY OWNED BY THE
 DF1881'CONTINENTAL CAN COMPANY.
 DF1881'
 DF1881'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN FAIR
 DF1881'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED BESIDE THE ROAD
 DF1881'THE TOPS OF THE STATION MARK AND REFERENCE MARK 2 ARE CHIPPED
 DF1881'BUT ARE SOLID IN THE GROUND.  THE DIRECTION TO REFERENCE MARK
 DF1881'2 CHECKED WITH THE THE 1935 DATA BUT THE DISTANCE WAS FOUND TO
 DF1881'BE SHORTER BY 0.012 METER.  A NEW REFERENCE MARK 3 WAS SET
 DF1881'AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DF1881'
 DF1881'TO REACH THE STATION FROM THE JUNCTION OF STATE
 DF1881'HIGHWAYS 44, 47 AND 10 IN THE CENTER OF WASHINGTON, GO SOUTH
 DF1881'ON HIGHWAY 47 FOR 2.4 MILES TO A GRAVELED SIDE ROAD LEFT
 DF1881'(COUNTY ROUTE 39).
 DF1881'TURN LEFT AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 1.7
 DF1881'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 DF1881'
 DF1881'THE STATION MARKS ARE STANDARD DISKS STAMPED---CLINCHFIELD
 DF1881'1935---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 DF1881'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECT 2 INCHES ABOVE THE
 DF1881'GROUND SURFACE.  IT IS 150 FEET SOUTH-SOUTHWEST OF THE CENTER
 DF1881'OF A GRAVELED ROAD, 66.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST
 DF1881'81 FEET NORTHEAST OF A WITNESS POST, 33.5 FEET WEST OF A 14
 DF1881'INCH HICKORY TREE, 18.5 FEET WEST-NORTHWEST OF A 4-INCH PINE
 DF1881'TREE AND 4.2 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 DF1881'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 DF1881'THE GROUND SURFACE, ACCORDING TO THE 1935 DATA.
 DF1881'
 DF1881'REFERENCE MARK 2, A STANDARD DISK STAMPED---CLINCHFIELD NO 2
 DF1881'1935---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DF1881'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET
 DF1881'SOUTHWEST OF A WITNESS POST, 5.7 FEET WEST-SOUTHWEST OF A 6
 DF1881'INCH PINE TREE, 4 FEET SOUTHEAST OF A 3-INCH PINE TREE, 1.9
 DF1881'FEET NORTHWEST OF A WITNESS POST AND 1.3 FEET NORTH-NORTHEAST
 DF1881'OF A 3-INCH PINE TREE.
 DF1881'
 DF1881'REFERENCE MARK 3, A STANDARD DISK STAMPED---CLINCHFIELD 1935
 DF1881'NO 3 1976---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF1881'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES ABOVE THE GROUND
 DF1881'SURFACE.  IT IS 86 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 DF1881'ROAD, 68 FEET NORTH-NORTHEAST OF A WITNESS POST, 2.3 FEET
 DF1881'NORTHWEST OF A 4-INCH PINE TREE AND 1.2 FEET EAST OF WITNESS
 DF1881'POST.
 DF1881'
 DF1881'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 DF1881'
 DF1881'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1380 ***********************************************************************
 CL1380  DESIGNATION -  CLINE=V 41
 CL1380  PID         -  CL1380
 CL1380  STATE/COUNTY-  GA/EMANUEL
 CL1380  USGS QUAD   -  STILLMORE (1985)
 CL1380
 CL1380                         *CURRENT SURVEY CONTROL
 CL1380  ___________________________________________________________________
 CL1380* NAD 83(1994)-  32 26 18.62255(N)    082 12 19.21400(W)     ADJUSTED  
 CL1380* NAVD 88     -        72.735  (meters)     238.63   (feet)  POSTED    
 CL1380  ___________________________________________________________________
 CL1380  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CL1380  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CL1380  DYNAMIC HT  -          72.650 (meters)     238.35  (feet)  COMP
 CL1380  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CL1380
 CL1380  HORZ ORDER  -  FIRST
 CL1380  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1380
 CL1380.The horizontal coordinates were established by classical geodetic methods
 CL1380.and adjusted by the National Geodetic Survey in September 1997..
 CL1380
 CL1380.The orthometric height was determined by differential leveling
 CL1380.and adjusted by the National Geodetic Survey in 1992..
 CL1380.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1380.rate of 0.0 thru 1.0 mm/km.
 CL1380
 CL1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1380
 CL1380.The geoid height was determined by GEOID03.
 CL1380
 CL1380.The dynamic height is computed by dividing the NAVD 88
 CL1380.geopotential number by the normal gravity value computed on the
 CL1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1380.degrees latitude (g = 980.6199 gals.).
 CL1380
 CL1380.The modeled gravity was interpolated from observed gravity values.
 CL1380
 CL1380;                    North         East     Units Scale Factor Converg.
 CL1380;SPC GA E     -   270,338.905   196,363.759   MT  0.99990016   -0 01 14.7
 CL1380;SPC GA E     -   886,936.89    644,236.77   sFT  0.99990016   -0 01 14.7
 CL1380;UTM  17      - 3,589,681.847   386,691.061   MT  0.99975832   -0 38 47.8
 CL1380
 CL1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1380!SPC GA E     -   0.99999319  x   0.99990016  =   0.99989335
 CL1380!UTM  17      -   0.99999319  x   0.99975832  =   0.99975151
 CL1380
 CL1380|---------------------------------------------------------------------|
 CL1380| PID    Reference Object                     Distance      Geod. Az  |
 CL1380|                                                           dddmmss.s |
 CL1380| CY7323 CLINE RM=W 41                        10.970 METERS 03453     |
 CL1380| CL0111 STILL=T 41                          APPROX. 1.1 KM 2732941.7 |
 CL1380|---------------------------------------------------------------------|
 CL1380
 CL1380                          SUPERSEDED SURVEY CONTROL
 CL1380
 CL1380  NAD 83(1986)-  32 26 18.62709(N)    082 12 19.21018(W) AD(       ) 1
 CL1380  NAD 27      -  32 26 17.97600(N)    082 12 19.78000(W) AD(       ) 1
 CL1380
 CL1380.Superseded values are not recommended for survey control.
 CL1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1380.See file dsdata.txt to determine how the superseded data were derived.
 CL1380
 CL1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8669189682(NAD 83)
 CL1380_MARKER: DS = TRIANGULATION STATION DISK
 CL1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1380
 CL1380  HISTORY     - Date     Condition        Report By
 CL1380  HISTORY     - 1918     MONUMENTED       CGS
 CL1380  HISTORY     - 1922     GOOD             CGS
 CL1380  HISTORY     - 1950     SEE DESCRIPTION  CGS
 CL1380  HISTORY     - 19700401 MARK NOT FOUND   LOCENG
 CL1380
 CL1380                          STATION DESCRIPTION
 CL1380
 CL1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1380'ABOUT 1/4 MILE EAST OF STILLMORE DEPOT, ON THE NORTH SIDE OF
 CL1380'THE CENTRAL OF GEORGIA RAILWAY.  ON THE FIRST CURVE EAST OF
 CL1380'THE DEPOT AND AT THE INTERSECTION OF THE WESTWARD TANGENT OF
 CL1380'THE NORTH RAIL AND EASTWARD TANGENT OF THE SOUTH RAIL.  SURFACE
 CL1380'AND UNDERGROUND MARKS ARE ACCORDING TO NOTES 1A AND 7C.
 CL1380'REFERENCE MARK = W-41, NOTE 11A, IS BACK IN FIELD, 10.970
 CL1380'METERS (35.99 FEET) FROM STATION IN GRID AZIMUTH 214 DEG 53
 CL1380'MIN.  IN 1934 STATION AND REFERENCE MARKS WERE REPORTED
 CL1380'DESTROYED.
 CL1380
 CL1380                          STATION RECOVERY (1950)
 CL1380
 CL1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CMT)
 CL1380'THE CENTRAL OF GEORGIA RAILWAY HAS BEEN REMOVED AND NEARLY ALL
 CL1380'SIGNS OF THE DEPOT HAVE BEEN REMOVED.  THE SURFACE STATION MARK
 CL1380'AND THE REFERENCE MARK HAVE BEEN DESTROYED.  CONCRETE MONUMENTS
 CL1380'WERE FOUND 50 FEET AND 70 FEET S OF THE DESCRIBED LOCATIONS.  THE
 CL1380'UNDERGROUND STATION MARK POSSIBLY REMAINS, BUT THIS WAS NOT
 CL1380'DUG FOR SINCE ITS LOCATION COULD NOT BE DETERMINED CLOSELY
 CL1380'SINCE THE REMOVAL OF THE RAILROAD.
 CL1380
 CL1380                          STATION RECOVERY (1970)
 CL1380
 CL1380'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (MWF)
 CL1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1886 ***********************************************************************
 EE1886  DESIGNATION -  CLIPPER
 EE1886  PID         -  EE1886
 EE1886  STATE/COUNTY-  GA/GILMER
 EE1886  USGS QUAD   -  TALKING ROCK (1985)
 EE1886
 EE1886                         *CURRENT SURVEY CONTROL
 EE1886  ___________________________________________________________________
 EE1886* NAD 83(1994)-  34 34 58.95118(N)    084 34 29.19436(W)     ADJUSTED  
 EE1886* NAVD 88     -       527.9    (meters)    1732.     (feet)  VERTCON   
 EE1886  ___________________________________________________________________
 EE1886  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 EE1886  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 EE1886
 EE1886  HORZ ORDER  -  FIRST
 EE1886
 EE1886.The horizontal coordinates were established by classical geodetic methods
 EE1886.and adjusted by the National Geodetic Survey in September 1997..
 EE1886
 EE1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1886
 EE1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1886
 EE1886.The geoid height was determined by GEOID03.
 EE1886
 EE1886;                    North         East     Units Scale Factor Converg.
 EE1886;SPC GA W     -   508,248.394   662,560.062   MT  0.99991727   -0 13 53.9
 EE1886;SPC GA W     - 1,667,478.27  2,173,749.14   sFT  0.99991727   -0 13 53.9
 EE1886;UTM  16      - 3,829,478.730   722,446.231   MT  1.00020994   +1 22 37.6
 EE1886
 EE1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1886!SPC GA W     -   0.99992173  x   0.99991727  =   0.99983901
 EE1886!UTM  16      -   0.99992173  x   1.00020994  =   1.00013165
 EE1886
 EE1886|---------------------------------------------------------------------|
 EE1886| PID    Reference Object                     Distance      Geod. Az  |
 EE1886|                                                           dddmmss.s |
 EE1886| CZ4760 CLIPPER RM 1                         14.846 METERS 07402     |
 EE1886| EE1745 SHARP TOP                           APPROX.17.1 KM 1584907.6 |
 EE1886| CZ4761 CLIPPER RM 2                         12.318 METERS 35131     |
 EE1886|---------------------------------------------------------------------|
 EE1886
 EE1886                          SUPERSEDED SURVEY CONTROL
 EE1886
 EE1886  NAD 83(1994)-  34 34 58.95615(N)    084 34 29.19775(W) AD(       ) 1
 EE1886  NAD 83(1986)-  34 34 58.95631(N)    084 34 29.19754(W) AD(       ) 1
 EE1886  NAD 27      -  34 34 58.64258(N)    084 34 29.44726(W) AD(       ) 1
 EE1886  NGVD 29 (07/19/86)  527.9    (m)         1732.     (f) VERT ANG       
 EE1886
 EE1886.Superseded values are not recommended for survey control.
 EE1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1886.See file dsdata.txt to determine how the superseded data were derived.
 EE1886
 EE1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD2244629479(NAD 83)
 EE1886_MARKER: DS = TRIANGULATION STATION DISK
 EE1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE1886
 EE1886  HISTORY     - Date     Condition        Report By
 EE1886  HISTORY     - 1972     MONUMENTED       NGS
 EE1886
 EE1886                          STATION DESCRIPTION
 EE1886
 EE1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE1886'NO SUITABLE LOCATION FOR A DISTANT RM.
 EE1886'
 EE1886'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHEAST OF RANGER,
 EE1886'9 MILES SOUTHEAST OF ELLIJAY, 7 MILES EAST OF THE JUNCTION OF
 EE1886'U.S. HIGHWAY 411 AND STATE ROUTE 156 AND ON PROPERTY OWNED BY
 EE1886'THE GEORGIA CRAFT CORPORATION, DISTRICT OFFICE, ROME, GEORGIA,
 EE1886'TELEPHONE 234-5026.
 EE1886'
 EE1886'TO REACH FROM THE POST OFFICE IN RANGER, GO NORTH ON U.S. HIGHWAY
 EE1886'411 FOR 2 MILES TO THE JUNCTION OF STATE ROUTE 156
 EE1886'(WEST).  CONTINUE NORTH ON THE HIGHWAY FOR 4.2 MILES TO THE
 EE1886'JUNCTION OF ROUTE 156 (EAST).  TURN RIGHT AND GO EAST ON ROUTE
 EE1886'156 FOR 2.6 MILES TO THE GILMER COUNTY LINE.  CONTINUE EAST FOR
 EE1886'2.5 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EE1886'EASTERLY ON A PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD ON THE
 EE1886'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE MAIN, GRADED, ROAD
 EE1886'FOR 0.9 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO EASTERLY
 EE1886'FOR 1.1 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE EASTERLY
 EE1886'ON THE MAIN ROAD FOR 0.4 MILE TO A BLADED WOODS ROAD ON THE
 EE1886'LEFT, JUST AFTER CROSSING A SMALL STREAM.  TURN LEFT AND
 EE1886'FOLLOW THE WOODS ROAD NORTHEAST FOR 0.3 MILE TO WOODS ROAD ON
 EE1886'THE RIGHT.  CONTINUE AHEAD, NORTHERLY, FOR 0.2 MILE TO A
 EE1886'FORK.  TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.15 MILE TO THE
 EE1886'STATION ON THE LEFT AT THE TOP OF A LOW HILL.
 EE1886'
 EE1886'THE STATION MARKS ARE STANDARD DISKS STAMPED CLIPPER 1972.  THE
 EE1886'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE1886'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 EE1886'IS 45 FEET SOUTHEAST OF A SHARP CURVE IN THE ROAD, 17 FEET
 EE1886'SOUTHWEST OF THE CENTER OF THE ROAD AND 5.2 FEET SOUTHWEST OF A
 EE1886'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 EE1886'AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 40 INCHES BELOW THE
 EE1886'GROUND SURFACE.
 EE1886'
 EE1886'REFERENCE MARK 1, A STANDARD DISK STAMPED CLIPPER NO 1 1972,
 EE1886'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1886'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 20
 EE1886'FEET NORTHEAST OF THE CENTER OF THE ROAD, 2 FEET SOUTHWEST OF
 EE1886'A METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 EE1886'
 EE1886'REFERENCE MARK 2, A STANDARD DISK STAMPED CLIPPER NO 2 1972, IS
 EE1886'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EE1886'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 36.5
 EE1886'FEET NORTH-NORTHWEST OF THE WITNESS POST AND 15 FEET NORTHEAST
 EE1886'OF THE CENTER OF THE ROAD.
 EE1886'
 EE1886'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2716 ***********************************************************************
 CL2716  DESIGNATION -  CLOD
 CL2716  PID         -  CL2716
 CL2716  STATE/COUNTY-  GA/PEACH
 CL2716  USGS QUAD   -  FORT VALLEY WEST (1985)
 CL2716
 CL2716                         *CURRENT SURVEY CONTROL
 CL2716  ___________________________________________________________________
 CL2716* NAD 83(1994)-  32 32 47.11267(N)    083 56 45.35445(W)     ADJUSTED  
 CL2716* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 CL2716  ___________________________________________________________________
 CL2716  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CL2716  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CL2716
 CL2716  HORZ ORDER  -  FIRST
 CL2716
 CL2716.The horizontal coordinates were established by classical geodetic methods
 CL2716.and adjusted by the National Geodetic Survey in September 1997..
 CL2716
 CL2716.The orthometric height was scaled from a topographic map.
 CL2716
 CL2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2716
 CL2716.The geoid height was determined by GEOID03.
 CL2716
 CL2716;                    North         East     Units Scale Factor Converg.
 CL2716;SPC GA W     -   282,325.699   720,731.234   MT  0.99990530   +0 07 07.5
 CL2716;SPC GA W     -   926,263.56  2,364,599.06   sFT  0.99990530   +0 07 07.5
 CL2716;UTM  17      - 3,604,833.113   223,352.139   MT  1.00054386   -1 35 09.1
 CL2716;UTM  16      - 3,605,119.541   786,806.791   MT  1.00061447   +1 38 39.0
 CL2716
 CL2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2716!SPC GA W     -   0.99997935  x   0.99990530  =   0.99988465
 CL2716!UTM  17      -   0.99997935  x   1.00054386  =   1.00052320
 CL2716!UTM  16      -   0.99997935  x   1.00061447  =   1.00059380
 CL2716
 CL2716:                Primary Azimuth Mark                     Grid Az
 CL2716:SPC GA W     -  FLOYD                                    088 40 15.8
 CL2716:UTM  17      -  FLOYD                                    090 22 32.4
 CL2716:UTM  16      -  FLOYD                                    087 08 44.3
 CL2716
 CL2716|---------------------------------------------------------------------|
 CL2716| PID    Reference Object                     Distance      Geod. Az  |
 CL2716|                                                           dddmmss.s |
 CL2716| CL2717 FLOYD                               APPROX. 0.9 KM 0884723.3 |
 CL2716| CY8154 CLOD RM                                            24601     |
 CL2716|---------------------------------------------------------------------|
 CL2716
 CL2716                          SUPERSEDED SURVEY CONTROL
 CL2716
 CL2716  NAD 83(1986)-  32 32 47.12137(N)    083 56 45.35482(W) AD(       ) 1
 CL2716  NAD 27      -  32 32 46.58700(N)    083 56 45.68200(W) AD(       ) 1
 CL2716
 CL2716.Superseded values are not recommended for survey control.
 CL2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2716.See file dsdata.txt to determine how the superseded data were derived.
 CL2716
 CL2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS2335204833(NAD 83)
 CL2716_MARKER: DS = TRIANGULATION STATION DISK
 CL2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2716
 CL2716  HISTORY     - Date     Condition        Report By
 CL2716  HISTORY     - 1917     MONUMENTED       CGS
 CL2716  HISTORY     - 1935     GOOD             CGS
 CL2716  HISTORY     - 1954     MARK NOT FOUND   CGS
 CL2716  HISTORY     - 1955     MARK NOT FOUND   USGS
 CL2716
 CL2716                          STATION DESCRIPTION
 CL2716
 CL2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CL2716'ABOUT 4 MILES SOUTHWEST OF FORT VALLEY, ON THE CENTRAL OF
 CL2716'GEORGIA RAILWAY, 200 METERS (656 FEET) WEST OF GLENRIDGE
 CL2716'PEACH PACKING HOUSE, 18.40 METERS (60.4 FEET) TO RIGHT OF RAIL,
 CL2716'ON TANGENT OF LEFT RAIL.
 CL2716'REFERENCE MARK IS
 CL2716'19.81 METERS (65.0 FEET) FROM STATION IN GRID AZIMUTH 65
 CL2716'DEG 54 MIN.
 CL2716
 CL2716                          STATION RECOVERY (1954)
 CL2716
 CL2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CL2716'THE GLENRIDGE PACKING HOUSE HAS BEEN TORN DOWN, AND THE
 CL2716'SIDETRACK HAS BEEN TAKEN UP.
 CL2716'
 CL2716'THE MARK WAS SEARCHED FOR ON BOTH FORWARD AND BACKWARD TANGENTS
 CL2716'OF THE S (LEFT) RAIL.  THE DESCRIPTION IS VERY INDEFINITE.
 CL2716'THE STATION AND REFERENCE MARK WERE NOT FOUND.
 CL2716'
 CL2716'THIS IS A TRAVERSE STATION.
 CL2716
 CL2716                          STATION RECOVERY (1955)
 CL2716
 CL2716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CMN)
 CL2716'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6035 ***********************************************************************
 CK6035  DESIGNATION -  CLOUD RESET
 CK6035  PID         -  CK6035
 CK6035  STATE/COUNTY-  GA/CHATHAM
 CK6035  USGS QUAD   -  GARDEN CITY (1980)
 CK6035
 CK6035                         *CURRENT SURVEY CONTROL
 CK6035  ___________________________________________________________________
 CK6035* NAD 83(1994)-  32 00 21.59117(N)    081 08 54.71043(W)     ADJUSTED  
 CK6035* NAVD 88     -        12.44   (+/-2cm)      40.8    (feet)  VERTCON   
 CK6035  ___________________________________________________________________
 CK6035  X           -     833,023.467 (meters)                     COMP
 CK6035  Y           -  -5,349,215.888 (meters)                     COMP
 CK6035  Z           -   3,360,985.514 (meters)                     COMP
 CK6035  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK6035  ELLIP HEIGHT-         -18.67  (meters)          (09/03/97) GPS OBS
 CK6035  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK6035
 CK6035  HORZ ORDER  -  FIRST
 CK6035  VERT ORDER  -  THIRD (See Below)
 CK6035  ELLP ORDER  -  FOURTH    CLASS II
 CK6035
 CK6035.The horizontal coordinates were established by classical geodetic methods
 CK6035.and adjusted by the National Geodetic Survey in September 1997..
 CK6035
 CK6035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6035.The vertical order pertains to the NGVD 29 superseded value.
 CK6035
 CK6035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CK6035
 CK6035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6035
 CK6035.The ellipsoidal height was determined by GPS observations
 CK6035.and is referenced to NAD 83.
 CK6035
 CK6035.The geoid height was determined by GEOID03.
 CK6035
 CK6035;                    North         East     Units Scale Factor Converg.
 CK6035;SPC GA E     -   222,834.856   296,193.221   MT  1.00001408   +0 32 22.8
 CK6035;SPC GA E     -   731,084.02    971,760.59   sFT  1.00001408   +0 32 22.8
 CK6035;UTM  17      - 3,541,110.114   485,971.390   MT  0.99960243   -0 04 43.4
 CK6035
 CK6035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6035!SPC GA E     -   1.00000293  x   1.00001408  =   1.00001701
 CK6035!UTM  17      -   1.00000293  x   0.99960243  =   0.99960536
 CK6035
 CK6035|---------------------------------------------------------------------|
 CK6035| PID    Reference Object                     Distance      Geod. Az  |
 CK6035|                                                           dddmmss.s |
 CK6035| CK6036 CLOUD SHIRAN                         16.286 METERS 00805     |
 CK6035| CK4030 SAVANNAH INT VEG OIL CO TANK        APPROX. 9.1 KM 0104825.0 |
 CK6035| CK3998 SAVANNAH PWRHSE W STACK             APPROX.10.0 KM 0295835.5 |
 CK6035| CK3999 SAVANNAH PWRHSE E STACK             APPROX.10.0 KM 0301421.1 |
 CK6035| CK3975 SAVANNAH FIRST IND PRESB SPIRE      APPROX. 9.4 KM 0334148.8 |
 CK6035| CK3973 SAVANNAH ST JOHNS EPIS CH           APPROX. 9.1 KM 0341334.1 |
 CK6035| CK3983 SAVANNAH ST JOHNS CATH N SPIRE      APPROX. 9.2 KM 0355155.3 |
 CK6035| CK3981 SAVANNAH ST JOHNS CATH S SPIRE      APPROX. 9.2 KM 0355403.5 |
 CK6035| CK3979 SAVANNAH WESLEY MON CH SPIRE        APPROX. 8.9 KM 0360320.0 |
 CK6035| CK0347 CLOUD RM 4                           29.124 METERS 04221     |
 CK6035| CK4028 SAVANNAH APT AVN BCN                APPROX. 2.2 KM 0490730.0 |
 CK6035| CK0349 CLOUD RM 1                          APPROX. 0.7 KM 1215751.2 |
 CK6035| CK4666 CLOUD RM 2                           32.452 METERS 16007     |
 CK6035| BR1092 AIRWAY BEACON 10                    APPROX.15.1 KM 1902750.8 |
 CK6035| CK0346 CLOUD RM 3                           30.018 METERS 29313     |
 CK6035|---------------------------------------------------------------------|
 CK6035
 CK6035                          SUPERSEDED SURVEY CONTROL
 CK6035
 CK6035  NAD 83(1986)-  32 00 21.60647(N)    081 08 54.72281(W) AD(       ) 1
 CK6035  NAD 27      -  32 00 20.84360(N)    081 08 55.33160(W) AD(       ) 1
 CK6035  NGVD 29 (03/03/92)   12.72   (m)           41.7    (f) LEVELING    3  
 CK6035
 CK6035.Superseded values are not recommended for survey control.
 CK6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6035.See file dsdata.txt to determine how the superseded data were derived.
 CK6035
 CK6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8597141110(NAD 83)
 CK6035_MARKER: DS = TRIANGULATION STATION DISK
 CK6035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6035_SP_SET: CONCRETE POST
 CK6035_STAMPING: CLOUD 1932 1983
 CK6035_MARK LOGO: NGS   
 CK6035_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK6035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6035+STABILITY: SURFACE MOTION
 CK6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CK6035+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 CK6035
 CK6035  HISTORY     - Date     Condition        Report By
 CK6035  HISTORY     - 1983     MONUMENTED       GADT
 CK6035  HISTORY     - 1983     GOOD             GADT
 CK6035  HISTORY     - 19900301 GOOD             GEONEX
 CK6035
 CK6035                          STATION DESCRIPTION
 CK6035
 CK6035'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK6035'STATION IS LOCATED IN THE SOUTH-CENTRAL SECTION OF THE HUNTER AIR
 CK6035'FORCE RESERVATION WHICH IS AT THE SOUTHWEST EDGE OF SAVANNAH AND
 CK6035'IS IN A CLEARED AREA, ON THE NORTHEAST SIDE OF A SURFACED ROAD.
 CK6035'
 CK6035'THE AIR BASE HAS BEEN ABANDON AND TO
 CK6035'REACH STATION AT THIS TIME, ENTER BASE ON NORTH SIDE AND FOLLOW
 CK6035'THE PERIMETER ROAD WESTERLY AROUND BASE TO THE SOUTH SIDE AND A
 CK6035'PAVED ROAD ON THE LEFT, (THIS ROAD IS 0.05 MILE NW OF GATE NO.
 CK6035'8), TURN LEFT AND GO NNW ON PAVED ROAD FOR 0.35 MILE TO A TRACK
 CK6035'ROAD ON THE LEFT AND STATION ON THE RIGHT IN SMALL CLEARING.
 CK6035'
 CK6035'THE STATION IS A STANDARD NGS DISK
 CK6035'STAMPED---CLOUD 1932 1983---,
 CK6035'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.7 CM (5 IN)
 CK6035'IN DIAMETER, AND RECESSED 7.62 CM (3 IN) BELOW THE SURFACE
 CK6035'OF THE GROUND.
 CK6035'IT IS LOCATED
 CK6035'13.58 METERS (44.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 CK6035'A DIRT ROAD,
 CK6035'15.1 METERS (50.9 FT) SOUTHEAST FROM A 0.95 INCHES IN DIAMETER
 CK6035'GRAZED PINE TREE,
 CK6035'17.62 METERS (57.8 FT) SOUTH FROM A WITNESS POST FOR STATION
 CK6035'SHIRAN USAF, AND
 CK6035'1.77 METERS (5.8 FT) NORTH FROM A WITNESS POST.
 CK6035'THE UNDERGROUND STATION IS A STANDARD CGS DISK
 CK6035'STAMPED---CLOUD 1932---,
 CK6035'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METER (3 FT) BELOW
 CK6035'THE SURFACE OF THE GROUND.
 CK6035'NOTE--A TRAVERSE CONNECTION WAS MADE TO CLOUD SHIRAN USAF.
 CK6035'OWNERSHIP--U.S. GOVERNMENT.
 CK6035'
 CK6035'DESCRIBED BY C.Z. JONES.
 CK6035
 CK6035                          STATION RECOVERY (1983)
 CK6035
 CK6035'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983
 CK6035'RECOVERED IN GOOD CONDITION.
 CK6035
 CK6035                          STATION RECOVERY (1990)
 CK6035
 CK6035'RECOVERY NOTE BY GEONEX 1990
 CK6035'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1984
 CK6035'RECOVERY NOTE.  CLOUD RM 4 WAS ALSO RECOVERED IN GOOD CONDITION. A
 CK6035'UPDATED TO-REACH DESCRIPTION FOLLOWS.
 CK6035'STATION IS LOCATED ON THE SOUTHWEST SIDE OF SAVANNAH IN THE SOUTH
 CK6035'CENTRAL AREA OF THE HUNTER ARMY AIRFIELD RESERVATION.  CONTACT THE
 CK6035'GARRISON COMMANDER AT (912) 352-5801 FOR PERMISSION TO ACCESS
 CK6035'STATION.
 CK6035'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 204
 CK6035'(ABERCORN STREET) AND DE RENNE AVENUE (STATE LOOP 26), GO SOUTH ALONG
 CK6035'STATE HIGHWAY 204 (ABERCORN STREET), FOR 1.0 MI (1.61 KM) TO WILSON
 CK6035'BOULEVARD. TURN RIGHT AND GO WEST ALONG WILSON BOULEVARD FOR 0.15 MI
 CK6035'(0.24 KM) TO THE INTERSECTION WITH WHITE BLUFF ROAD. CONTINUE WEST
 CK6035'ALONG WILSON BOULEVARD FOR 0.15 MI (0.24 KM) TO THE ENTRANCE TO
 CK6035'HUNTER ARMY AIRFIELD. CONTINUE WEST ALONG WILSON BOULEVARD FOR 0.15
 CK6035'MI (0.24 KM) TO THE INTERSECTION WITH PERIMETER ROAD ON THE LEFT.
 CK6035'TURN LEFT AND GO SOUTH ALONG PERIMETER ROAD FOR 1.0 MI (1.61 KM) TO
 CK6035'A CURVE TO THE RIGHT.  CONTINUE AROUND THE CURVE TO THE RIGHT AND GO
 CK6035'WEST ALONG PERIMETER ROAD FOR 0.9 MI (1.45 KM) TO A CURVE TO THE LEFT
 CK6035'AND FENCE CORNER ON THE LEFT.  CONTINUE  AROUND THE CURVE TO THE LEFT
 CK6035'AND GO SOUTH ALONG PERIMETER ROAD FOR 0.05 MI (0.08 KM) TO A NARROW
 CK6035'DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ALONG THE
 CK6035'DIRT ROAD FOR 0.4 MI (0.64 KM) TO A SMALL CLEARING AND THE STATION ON
 CK6035'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0349 ***********************************************************************
 CK0349  DESIGNATION -  CLOUD RM 1
 CK0349  PID         -  CK0349
 CK0349  STATE/COUNTY-  GA/CHATHAM
 CK0349  USGS QUAD   -  GARDEN CITY (1980)
 CK0349
 CK0349                         *CURRENT SURVEY CONTROL
 CK0349  ___________________________________________________________________
 CK0349* NAD 83(1994)-  32 00 10.14942(N)    081 08 33.19347(W)     ADJUSTED  
 CK0349* NAVD 88     -        13.049  (meters)      42.81   (feet)  ADJUSTED  
 CK0349  ___________________________________________________________________
 CK0349  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CK0349  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 CK0349  DYNAMIC HT  -          13.034 (meters)      42.76  (feet)  COMP
 CK0349  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CK0349
 CK0349  HORZ ORDER  -  FIRST
 CK0349  VERT ORDER  -  FIRST     CLASS II
 CK0349
 CK0349.The horizontal coordinates were established by classical geodetic methods
 CK0349.and adjusted by the National Geodetic Survey in September 1997..
 CK0349
 CK0349.The orthometric height was determined by differential leveling
 CK0349.and adjusted by the National Geodetic Survey in June 1991..
 CK0349
 CK0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0349
 CK0349.The geoid height was determined by GEOID03.
 CK0349
 CK0349.The dynamic height is computed by dividing the NAVD 88
 CK0349.geopotential number by the normal gravity value computed on the
 CK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0349.degrees latitude (g = 980.6199 gals.).
 CK0349
 CK0349.The modeled gravity was interpolated from observed gravity values.
 CK0349
 CK0349;                    North         East     Units Scale Factor Converg.
 CK0349;SPC GA E     -   222,487.773   296,761.286   MT  1.00001543   +0 32 34.0
 CK0349;SPC GA E     -   729,945.30    973,624.32   sFT  1.00001543   +0 32 34.0
 CK0349;UTM  17      - 3,540,757.066   486,535.443   MT  0.99960224   -0 04 32.0
 CK0349
 CK0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0349!SPC GA E     -   1.00000284  x   1.00001543  =   1.00001827
 CK0349!UTM  17      -   1.00000284  x   0.99960224  =   0.99960507
 CK0349
 CK0349:                Primary Azimuth Mark                     Grid Az
 CK0349:SPC GA E     -  CLOUD RESET                              301 25 28.6
 CK0349:UTM  17      -  CLOUD RESET                              302 02 34.6
 CK0349
 CK0349|---------------------------------------------------------------------|
 CK0349| PID    Reference Object                     Distance      Geod. Az  |
 CK0349|                                                           dddmmss.s |
 CK0349| CK6035 CLOUD RESET                         APPROX. 0.7 KM 3015802.6 |
 CK0349|---------------------------------------------------------------------|
 CK0349
 CK0349                          SUPERSEDED SURVEY CONTROL
 CK0349
 CK0349  NAD 83(1986)-  32 00 10.16490(N)    081 08 33.20580(W) AD(       ) 1
 CK0349  NAD 27      -  32 00 09.40140(N)    081 08 33.81560(W) AD(       ) 1
 CK0349  NGVD 29 (03/21/89)   13.328  (m)           43.73   (f) ADJUSTED    1 2
 CK0349
 CK0349.Superseded values are not recommended for survey control.
 CK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0349.See file dsdata.txt to determine how the superseded data were derived.
 CK0349
 CK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8653540757(NAD 83)
 CK0349_MARKER: DR = REFERENCE MARK DISK
 CK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK0349_STAMPING: CLOUD NO 1 1932
 CK0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0349+STABILITY: SURFACE MOTION
 CK0349
 CK0349  HISTORY     - Date     Condition        Report By
 CK0349  HISTORY     - 1963     MONUMENTED       CGS
 CK0349  HISTORY     - 1963     GOOD             NGS
 CK0349  HISTORY     - 1971     GOOD             NGS
 CK0349  HISTORY     - 1972     GOOD             NGS
 CK0349  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK0349  HISTORY     - 1983     GOOD             GADT
 CK0349  HISTORY     - 19960408 GOOD             USPSQD
 CK0349  HISTORY     - 20060425 MARK NOT FOUND   GADT
 CK0349
 CK0349                          STATION DESCRIPTION
 CK0349
 CK0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CKT)
 CK0349'STATION IS LOCATED IN THE SOUTHEAST CORNER OF A LAWN, AT 527
 CK0349'BURKHALTER ROAD, IN SAVANNAH, GEORGIA, ABOUT 2-1/2 MILES SOUTHWEST
 CK0349'OF THE WHITE BLUFF ROAD ENTRANCE TO THE HUNTER AIR FORCE BASE.
 CK0349'
 CK0349'STATION IS REACHED FROM THE WHITE BLUFF ROAD ENTRANCE TO THE HUNTER
 CK0349'AIR FORCE BASE.  GO SOUTH-SOUTHWEST ON WHITE BLUFF ROAD FOR 1.2
 CK0349'MILES TO A TRAFFIC LIGHT.  TURN RIGHT AND GO WESTERLY FOR 1.3 MILES
 CK0349'TO A POINT WHERE THE ROAD CURVES SHARP LEFT AND STATION ON LEFT.
 CK0349'
 CK0349'STATION IS A STANDARD REFERENCE MARK DISK, STAMPED CLOUD NO 1 1932,
 CK0349'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING ABOUT 6
 CK0349'INCHES.  IT IS 56 FEET SOUTHEAST OF THE CENTER OF A SHARP CURVE IN
 CK0349'BURKHALTER ROAD, 26 FEET SOUTH-SOUTHEAST OF THE EAST END OF A
 CK0349'CONCRETE CULVERT, 87 FEET WEST OF A POWERLINE POLE WITH A TRANSFORMER
 CK0349'MOUNTED AND 147.4 FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 CK0349'BLOCK HOUSE.
 CK0349'
 CK0349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CK0349
 CK0349                          STATION RECOVERY (1963)
 CK0349
 CK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CK0349'IN SAVANNAH.
 CK0349'STATION IS LOCATED IN THE SOUTHEAST CORNER OF A LAWN, AT 527
 CK0349'BURKHALTER ROAD, 2-1/2 MILES SOUTHWEST OF THE WHITE BLUFF ROAD
 CK0349'ENTRANCE TO THE HUNTER AIR FORCE BASE.  IT IS 56 FEET SOUTHEAST
 CK0349'OF THE CENTER OF A SHARP CURVE IN BURKHALTER ROAD, 26 FEET
 CK0349'SOUTH-SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT, 87 FEET
 CK0349'WEST OF A POWERLINE POLE WITH A TRANSFORMER MOUNTED AND 147.4
 CK0349'FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 CK0349'0.4 MILE SOUTHEAST OF THE STATION AND STAMPED CLOUD NO 1 1932.
 CK0349'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 CK0349'6 INCHES ABOVE GROUND.
 CK0349
 CK0349                          STATION RECOVERY (1971)
 CK0349
 CK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 CK0349'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 CK0349'DESCRIPTION IS ADEQUATE.
 CK0349'
 CK0349'TO REACH FROM THE WHITE BLUFF ROAD ENTRANCE TO HUNTER ARMY AIRFIELD,
 CK0349'GO SOUTH SOUTHEAST ON WHITE BLUFF ROAD FOR 0.9 MILES TO ABERCORN
 CK0349'STREET TURN RIGHT AND CONTINUE 0.5 MILES TO MONTGOMERY CROSS ROAD,
 CK0349'TURN RIGHT AND PROCEED 0.8 MILES TO A SHARP LEFT TURN IN ROAD AND
 CK0349'THE STATION ON THE LEFT.
 CK0349
 CK0349                          STATION RECOVERY (1972)
 CK0349
 CK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLS)
 CK0349'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CK0349
 CK0349                          STATION RECOVERY (1975)
 CK0349
 CK0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK0349'MARK NOT FOUND.
 CK0349
 CK0349                          STATION RECOVERY (1983)
 CK0349
 CK0349'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK0349'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 CK0349'N.E. MATLOCK AND D.L.S. IN THE 1963 AND 1972 RECOVERIES.  THE
 CK0349'TO REACH AS DESCRIBED BY J.K. WILSON IN THE 1971 RECOVERY IS
 CK0349'SUFFICIENT.
 CK0349'
 CK0349'DESCRIBED BY C.Z. JONES.
 CK0349
 CK0349                          STATION RECOVERY (1996)
 CK0349
 CK0349'RECOVERY NOTE BY US POWER SQUADRON 1996
 CK0349'RECOVERED IN GOOD CONDITION.
 CK0349
 CK0349                          STATION RECOVERY (2006)
 CK0349
 CK0349'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CK0349'THIS MARK IS BELIEVED TO HAVE BEEN DESTROYED BY RECENT ROAD
 CK0349'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0346 ***********************************************************************
 CK0346  DESIGNATION -  CLOUD RM 3
 CK0346  PID         -  CK0346
 CK0346  STATE/COUNTY-  GA/CHATHAM
 CK0346  USGS QUAD   -  GARDEN CITY (1980)
 CK0346
 CK0346                         *CURRENT SURVEY CONTROL
 CK0346  ___________________________________________________________________
 CK0346* NAD 83(1986)-  32 00 22.     (N)    081 08 53.     (W)     SCALED    
 CK0346* NAVD 88     -        12.971  (meters)      42.56   (feet)  ADJUSTED  
 CK0346  ___________________________________________________________________
 CK0346  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK0346  DYNAMIC HT  -          12.956 (meters)      42.51  (feet)  COMP
 CK0346  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CK0346
 CK0346  VERT ORDER  -  SECOND    CLASS 0
 CK0346
 CK0346.The horizontal coordinates were scaled from a topographic map and have
 CK0346.an estimated accuracy of +/- 6 seconds.
 CK0346
 CK0346.The orthometric height was determined by differential leveling
 CK0346.and adjusted by the National Geodetic Survey in June 1991..
 CK0346
 CK0346.The geoid height was determined by GEOID03.
 CK0346
 CK0346.The dynamic height is computed by dividing the NAVD 88
 CK0346.geopotential number by the normal gravity value computed on the
 CK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0346.degrees latitude (g = 980.6199 gals.).
 CK0346
 CK0346.The modeled gravity was interpolated from observed gravity values.
 CK0346
 CK0346;                    North         East    Units  Estimated Accuracy
 CK0346;SPC GA E     -   222,850.      296,240.      MT  (+/- 180 meters Scaled)
 CK0346
 CK0346                          SUPERSEDED SURVEY CONTROL
 CK0346
 CK0346  NGVD 29 (03/21/89)   13.250  (m)           43.47   (f) ADJUSTED    2 0
 CK0346
 CK0346.Superseded values are not recommended for survey control.
 CK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0346.See file dsdata.txt to determine how the superseded data were derived.
 CK0346
 CK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR860411(NAD 83)
 CK0346_MARKER: DB = BENCH MARK DISK
 CK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CK0346_STAMPING: CLOUD NO 3 1932
 CK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0346+STABILITY: SURFACE MOTION
 CK0346
 CK0346  HISTORY     - Date     Condition        Report By
 CK0346  HISTORY     - 1932     MONUMENTED       CGS
 CK0346  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK0346
 CK0346                          STATION DESCRIPTION
 CK0346
 CK0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CK0346'IN SAVANNAH.
 CK0346'32 FEET NORTHEAST OF THE CENTER OF THE ROAD AND IS ABOUT 3
 CK0346'FEET HIGHER THAN THE STATION MARK, 98.48 FEET WEST-NORTHWEST OF
 CK0346'STATION CLOUD.  A STANDARD DISK STAMPED CLOUD NO 3 1932 AND
 CK0346'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CK0346
 CK0346                          STATION RECOVERY (1975)
 CK0346
 CK0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK0347 ***********************************************************************
 CK0347  DESIGNATION -  CLOUD RM 4
 CK0347  PID         -  CK0347
 CK0347  STATE/COUNTY-  GA/CHATHAM
 CK0347  USGS QUAD   -  GARDEN CITY (1980)
 CK0347
 CK0347                         *CURRENT SURVEY CONTROL
 CK0347  ___________________________________________________________________
 CK0347* NAD 83(1994)-  32 00 22.28998(N)    081 08 53.96295(W)     ADJUSTED  
 CK0347* NAVD 88     -        12.780  (meters)      41.93   (feet)  ADJUSTED  
 CK0347  ___________________________________________________________________
 CK0347  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK0347  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK0347  DYNAMIC HT  -          12.766 (meters)      41.88  (feet)  COMP
 CK0347  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 CK0347
 CK0347  HORZ ORDER  -  SECOND
 CK0347  VERT ORDER  -  SECOND    CLASS 0
 CK0347
 CK0347.The horizontal coordinates were established by classical geodetic methods
 CK0347.and adjusted by the National Geodetic Survey in September 1997..
 CK0347.No horizontal observational check was made to the station.
 CK0347
 CK0347.The orthometric height was determined by differential leveling
 CK0347.and adjusted by the National Geodetic Survey in June 1991..
 CK0347
 CK0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK0347
 CK0347.The geoid height was determined by GEOID03.
 CK0347
 CK0347.The dynamic height is computed by dividing the NAVD 88
 CK0347.geopotential number by the normal gravity value computed on the
 CK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CK0347.degrees latitude (g = 980.6199 gals.).
 CK0347
 CK0347.The modeled gravity was interpolated from observed gravity values.
 CK0347
 CK0347;                    North         East     Units Scale Factor Converg.
 CK0347;SPC GA E     -   222,856.564   296,212.637   MT  1.00001412   +0 32 23.2
 CK0347;SPC GA E     -   731,155.24    971,824.29   sFT  1.00001412   +0 32 23.2
 CK0347;UTM  17      - 3,541,131.603   485,991.031   MT  0.99960242   -0 04 43.0
 CK0347
 CK0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK0347!SPC GA E     -   1.00000288  x   1.00001412  =   1.00001700
 CK0347!UTM  17      -   1.00000288  x   0.99960242  =   0.99960530
 CK0347
 CK0347                          SUPERSEDED SURVEY CONTROL
 CK0347
 CK0347  NAD 83(1986)-  32 00 22.30529(N)    081 08 53.97533(W) AD(       ) 2
 CK0347  NGVD 29 (03/21/89)   13.059  (m)           42.84   (f) ADJUSTED    2 0
 CK0347
 CK0347.Superseded values are not recommended for survey control.
 CK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK0347.See file dsdata.txt to determine how the superseded data were derived.
 CK0347
 CK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8599141132(NAD 83)
 CK0347_MARKER: DB = BENCH MARK DISK
 CK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK0347_SP_SET: CONCRETE POST
 CK0347_STAMPING: CLOUD NO 4 1932 1963
 CK0347_MARK LOGO: CGS   
 CK0347_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK0347+STABILITY: SURFACE MOTION
 CK0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CK0347+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 CK0347
 CK0347  HISTORY     - Date     Condition        Report By
 CK0347  HISTORY     - 1963     MONUMENTED       CGS
 CK0347  HISTORY     - 1975     MARK NOT FOUND   USGS
 CK0347  HISTORY     - 19900301 GOOD             GEONEX
 CK0347
 CK0347                          STATION DESCRIPTION
 CK0347
 CK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CK0347'IN SAVANNAH.
 CK0347'STATION IS LOCATED IN SOUTH-CENTRAL SECTION OF HUNTER AIR FORCE
 CK0347'RESERVATION WHICH IS AT THE SOUTHWEST EDGE OF SAVANNAH, IN A
 CK0347'CLEARED AREA ON THE NORTHEAST SIDE OF A SURFACED ROAD, 95.57
 CK0347'FEET NORTHEAST OF STATION CLOUD.  A STANDARD DISK STAMPED
 CK0347'CLOUD NO 4 1932 1963 AND SET IN THE TOP OF A CONCRETE POST
 CK0347'PROJECTING 2 INCHES ABOVE GROUND.
 CK0347
 CK0347                          STATION RECOVERY (1975)
 CK0347
 CK0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CK0347'MARK NOT FOUND.
 CK0347
 CK0347                          STATION RECOVERY (1990)
 CK0347
 CK0347'RECOVERY NOTE BY GEONEX 1990
 CK0347'REFERENCE MARK (BENCH MARK) WAS RECOVERED IN GOOD CONDITION AS
 CK0347'DESCRIBED IN THE 1984 AND 1963 RECOVERY NOTES FOR STATION CLOUD AND
 CK0347'IN THE ORIGINAL BENCH MARK DESCRIPTION. STATION CLOUD WAS ALSO
 CK0347'RECOVERED IN GOOD CONDITION.  AN UPDATED DESCRIPTION FOLLOWS.
 CK0347'REFERENCE MARK (BENCH MARK) IS LOCATED ON THE SOUTHWEST SIDE OF
 CK0347'SAVANNAH IN THE SOUTH CENTRAL AREA OF THE HUNTER ARMY AIRFIELD
 CK0347'RESERVATION. CONTACT THE GARRISON COMMANDER AT (912) 352-5801 FOR
 CK0347'PERMISSION TO ACCESS STATION.
 CK0347'TO REACH THE REFERENCE MARK (BENCH MARK) FROM THE INTERSECTION OF
 CK0347'STATE HIGHWAY 204 (ABERCORN STREET) AND DE RENNE AVENUE (STATE LOOP
 CK0347'26), GO SOUTH ALONG STATE HIGHWAY 204 (ABERCORN STREET), FOR 1.0 MI
 CK0347'(1.61 KM) TO WILSON BOULEVARD. TURN RIGHT AND GO WEST ALONG WILSON
 CK0347'BOULEVARD FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH WHITE BLUFF
 CK0347'ROAD. CONTINUE WEST ALONG WILSON BOULEVARD FOR 0.15 MI (0.24 KM) TO
 CK0347'THE ENTRANCE TO HUNTER ARMY AIRFIELD. CONTINUE WEST ALONG WILSON
 CK0347'BOULEVARD FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH PERIMETER
 CK0347'ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ALONG PERIMETER ROAD FOR 1.0
 CK0347'MI (1.61 KM) TO A CURVE TO THE RIGHT.  CONTINUE AROUND THE CURVE TO
 CK0347'THE RIGHT AND GO WEST ALONG PERIMETER ROAD FOR 0.9 MI (1.45 KM) TO A
 CK0347'CURVE TO THE LEFT AND FENCE CORNER ON THE LEFT.  CONTINUE  AROUND THE
 CK0347'CURVE TO THE LEFT AND GO SOUTH ALONG PERIMETER ROAD FOR 0.05 MI
 CK0347'(0.08 KM) TO A NARROW DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CK0347'NORTHWESTERLY ALONG THE DIRT ROAD FOR 0.4 MI (0.64 KM) TO A SMALL
 CK0347'CLEARING AND STATION CLOUD ON THE RIGHT.  CLOUD RM 4 IS LOCATED 95.55
 CK0347'FT (29.12 M) NORTH OF STATION CLOUD.
 CK0347'STATION IS A STANDARD USCGS BENCH MARK DISK STAMPED ---CLOUD RM NO. 4
 CK0347'1932 1963--- SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK6036 ***********************************************************************
 CK6036  DESIGNATION -  CLOUD SHIRAN
 CK6036  PID         -  CK6036
 CK6036  STATE/COUNTY-  GA/CHATHAM
 CK6036  USGS QUAD   -  GARDEN CITY (1980)
 CK6036
 CK6036                         *CURRENT SURVEY CONTROL
 CK6036  ___________________________________________________________________
 CK6036* NAD 83(1994)-  32 00 22.11465(N)    081 08 54.62322(W)     ADJUSTED  
 CK6036* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 CK6036  ___________________________________________________________________
 CK6036  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 CK6036  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 CK6036
 CK6036  HORZ ORDER  -  SECOND
 CK6036
 CK6036.The horizontal coordinates were established by classical geodetic methods
 CK6036.and adjusted by the National Geodetic Survey in September 1997..
 CK6036
 CK6036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CK6036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CK6036
 CK6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK6036
 CK6036.The geoid height was determined by GEOID03.
 CK6036
 CK6036;                    North         East     Units Scale Factor Converg.
 CK6036;SPC GA E     -   222,851.001   296,195.358   MT  1.00001408   +0 32 22.8
 CK6036;SPC GA E     -   731,136.99    971,767.60   sFT  1.00001408   +0 32 22.8
 CK6036;UTM  17      - 3,541,126.228   485,973.700   MT  0.99960243   -0 04 43.4
 CK6036
 CK6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK6036!SPC GA E     -   1.00000293  x   1.00001408  =   1.00001701
 CK6036!UTM  17      -   1.00000293  x   0.99960243  =   0.99960536
 CK6036
 CK6036                          SUPERSEDED SURVEY CONTROL
 CK6036
 CK6036  NAD 83(1986)-  32 00 22.12991(N)    081 08 54.63561(W) AD(       ) 2
 CK6036  NGVD 29 (10/08/91)   12.7    (m)           42.     (f) H LEVEL        
 CK6036
 CK6036.Superseded values are not recommended for survey control.
 CK6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK6036.See file dsdata.txt to determine how the superseded data were derived.
 CK6036
 CK6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8597441126(NAD 83)
 CK6036_MARKER: DD = SURVEY DISK
 CK6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK6036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CK6036_MAGNETIC: N = NO MAGNETIC MATERIAL
 CK6036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CK6036+STABILITY: SURFACE MOTION
 CK6036
 CK6036  HISTORY     - Date     Condition        Report By
 CK6036  HISTORY     - 1966     MONUMENTED       USAF
 CK6036  HISTORY     - 1983     GOOD             GADT
 CK6036
 CK6036                          STATION DESCRIPTION
 CK6036
 CK6036'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1983 (WRN)
 CK6036'THE STATION IS LOCATED ABOUT 8.2 KM (6.35 MI) SOUTHEAST FROM
 CK6036'SAVANNAH IN THE SOUTHEAST SIDE OF HUNTER ARMY AIR FIELD
 CK6036'NEAR GATE 8.
 CK6036'OWNERSHIP--HUNTER ARMY AIR FIELD.
 CK6036'
 CK6036'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 21
 CK6036'(DERENNE AVENUE) AND STATE ROUTE 204 (ABERCORN STREET) IN
 CK6036'SAVANNAH, GO SOUTH ALONG STATE ROUTE 204 FOR 1.6 KM (1 MI)
 CK6036'TO THE JUNCTION OF STEVENSON AVENUE CROSSING.  TURN RIGHT
 CK6036'GOING WEST ALONG STEVENSON AVENUE FOR
 CK6036'0.8 KM (0.5 MI) ENTERING HUNTER ARMY AIRFORCE
 CK6036'BASE TO THE JUNCTION OF A PAVED ROAD TO THE LEFT.  TURN LEFT
 CK6036'GOING SOUTH ALONG THE PAVED ROAD FOR 3.4 KM (2.1 MI) TO GATE 8 ON
 CK6036'THE LEFT.  CONTINUE GOING WEST ALONG THE ROAD FOR 0.15 KM (0.1 MI)
 CK6036'TO THE JUNCTION OF A PAVED ROAD TO THE RIGHT.  TURN RIGHT GOING
 CK6036'WEST-NORTHWEST ALONG THE PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE
 CK6036'JUNCTION OF FORKED DIRT ROADS TO THE RIGHT AND THE STATION ON THE
 CK6036'RIGHT SET IN THE CENTER OF THE LEFT FORK DIRT ROAD.
 CK6036'
 CK6036'THE STATION IS A STANDARD USAF DISK
 CK6036'STAMPED---CLOUD 1966 SHIRAN---,
 CK6036'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM ON SIDE
 CK6036'AND PROJECTING 2.5 CM ABOVE THE SURFACE OF THE GROUND.
 CK6036'IT IS LOCATED
 CK6036'28.5 METERS (93.6 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 CK6036'15.6 METERS (51.2 FT) NORTHEAST FROM A 12 INCH CROOKED
 CK6036'LONE PINE TREE, AND
 CK6036'3.26 METERS (10.7 FT) SOUTHEAST FROM A WITNESS POST.
 CK6036'
 CK6036'DESCRIBED BY C.Z. JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4071 ***********************************************************************
 CK4071  DESIGNATION -  CLYO
 CK4071  PID         -  CK4071
 CK4071  STATE/COUNTY-  GA/EFFINGHAM
 CK4071  USGS QUAD   -  SPRINGFIELD NORTH (1978)
 CK4071
 CK4071                         *CURRENT SURVEY CONTROL
 CK4071  ___________________________________________________________________
 CK4071* NAD 83(1994)-  32 28 36.77253(N)    081 15 59.02804(W)     ADJUSTED  
 CK4071* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 CK4071  ___________________________________________________________________
 CK4071  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 CK4071  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CK4071
 CK4071  HORZ ORDER  -  FIRST
 CK4071
 CK4071.The horizontal coordinates were established by classical geodetic methods
 CK4071.and adjusted by the National Geodetic Survey in September 1997..
 CK4071
 CK4071.The orthometric height was scaled from a topographic map.
 CK4071
 CK4071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4071
 CK4071.The geoid height was determined by GEOID03.
 CK4071
 CK4071;                    North         East     Units Scale Factor Converg.
 CK4071;SPC GA E     -   274,950.397   284,619.118   MT  0.99998827   +0 29 00.4
 CK4071;SPC GA E     -   902,066.43    933,787.89   sFT  0.99998827   +0 29 00.4
 CK4071;SPC SC       -    71,405.308   584,558.322   MT  1.00000822   -0 08 51.7
 CK4071;SPC SC       -   234,269.38  1,917,842.26   iFT  1.00000822   -0 08 51.7
 CK4071;UTM  17      - 3,593,327.624   474,968.479   MT  0.99960773   -0 08 35.0
 CK4071
 CK4071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4071!SPC GA E     -   1.00000163  x   0.99998827  =   0.99998990
 CK4071!SPC SC       -   1.00000163  x   1.00000822  =   1.00000985
 CK4071!UTM  17      -   1.00000163  x   0.99960773  =   0.99960936
 CK4071
 CK4071|---------------------------------------------------------------------|
 CK4071| PID    Reference Object                     Distance      Geod. Az  |
 CK4071|                                                           dddmmss.s |
 CK4071| CK4667 CLYO RM                              36.390 METERS 34129     |
 CK4071| CK3942 GARNER                              APPROX. 3.6 KM 3521452.7 |
 CK4071|---------------------------------------------------------------------|
 CK4071
 CK4071                          SUPERSEDED SURVEY CONTROL
 CK4071
 CK4071  NAD 83(1986)-  32 28 36.77162(N)    081 15 59.01976(W) AD(       ) 1
 CK4071  NAD 27      -  32 28 36.11000(N)    081 15 59.63900(W) AD(       ) 1
 CK4071
 CK4071.Superseded values are not recommended for survey control.
 CK4071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4071.See file dsdata.txt to determine how the superseded data were derived.
 CK4071
 CK4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR7496893328(NAD 83)
 CK4071_MARKER: DS = TRIANGULATION STATION DISK
 CK4071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CK4071
 CK4071  HISTORY     - Date     Condition        Report By
 CK4071  HISTORY     - 1918     MONUMENTED       CGS
 CK4071  HISTORY     - 1955     GOOD             CGS
 CK4071  HISTORY     - 1979     GOOD             NGS
 CK4071
 CK4071                          STATION DESCRIPTION
 CK4071
 CK4071'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK4071'ABOUT 780 METERS (2,559 FEET) SOUTH OF CLYO DEPOT ON THE
 CK4071'SEABOARD AIR LINE RAILWAY, 860 METERS (2,822 FEET) NORTH
 CK4071'OF MILEPOST 470, 80 METERS (262 FEET) SOUTH OF WHISTLE POST,
 CK4071'AND 2.35 METERS (7.7 FEET) WEST OF WEST RAIL OF MAIN TRACK.
 CK4071'REFERENCE MARK IS A NAIL OR BOLT IN CONCRETE
 CK4071'MOUND, IS 750 METERS (2,461 FEET) SOUTH OF DEPOT, 9.12 METERS
 CK4071'(29.9 FEET) WEST OF WEST RAIL OF MAIN TRACK, AND 36.39 METERS
 CK4071'(119.4 FEET) FROM STATION N 18 DEG 31 MIN W.
 CK4071
 CK4071                          STATION RECOVERY (1955)
 CK4071
 CK4071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 CK4071'RECOVERED AS DESCRIBED EXCEPT THAT THE WHISTLE POST IS NOW
 CK4071'GONE, AND THE REFERENCE MARK WAS FOUND TILTED AND WAS SET
 CK4071'ERECT AGAIN WITH THE CORRECT DISTANCE FROM STATION MARK AND
 CK4071'RAIL.  HOWEVER, IT IS VERY DOUBTFUL THAT THE AZIMUTH WOULD
 CK4071'HAVE BEEN RESTORED CLOSER THAN A DEGREE TO THE ORIGINAL.
 CK4071'ADD THAT THE STATION MARK IS ABOUT 815 FEET S OF THE CENTER
 CK4071'OF PAVED ROAD CROSSING, 93.5 FEET SW OF A POWER POLE, AND 30
 CK4071'FEET N OF PROJECTED PLANE OF A FRAME HOUSE THAT IS ABOUT 50
 CK4071'YARDS EASTERLY.  THE DISKIS STAMPED CLYO 1918, AND IT IS
 CK4071'0.5 FOOT UNDERGROUND.
 CK4071'
 CK4071'THE REFERENCE MARK PROJECTS AN
 CK4071'INCH, AND THE DISK IS STAMPED CLYO 1918.
 CK4071
 CK4071                          STATION RECOVERY (1979)
 CK4071
 CK4071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GRH)
 CK4071'STATION MARK WAS RECOVERED IN GOOD CONDITION, THE REFERENCE MARK WAS
 CK4071'NOT RECOVERED.  THE AREA AT THE MARK HAS BEEN PLOWED FOR A FIRE
 CK4071'BREAK.  SOME OF THE UTILITY POLES MENTIONED IN THIS DESCRIPTION WILL
 CK4071'BE REPLACED IN THE NEAR FUTURE.  ALREADY, NEW POLES ARE LAYING AT
 CK4071'THEIR PROSPECTIVE SITES.
 CK4071'
 CK4071'STATION IS LOCATED AT THE SOUTH EDGE OF THE CLYO COMMUNITY, ON THE
 CK4071'RIGHT-OF-WAY OF THE SEABOARD COAST LINE RAILROAD, UNDER THE BALLAST
 CK4071'OF THE SINGLE TRACK.
 CK4071'
 CK4071'TO REACH FROM THE SMALL RAIL STATION ALONG THE WEST EDGE OF THE CLYO
 CK4071'COMMUNITY, GO SOUTH ON THE PAVED ROAD ALONG EAST SIDE OF TRACKS FOR
 CK4071'0.4 MILE TO THE RAIL CROSSING AND A SAND ROAD LEFT.  TURN LEFT,
 CK4071'ALONG EAST SIDE OF TRACKS FOR 0.15 MILE TO A ROAD TURNAROUND AND THE
 CK4071'STATION ON THE RIGHT, ACROSS THE TRACK.
 CK4071'
 CK4071'STATION MARK, A STANDARD TRAVERSE DISK STAMPED---CLYO 1918---IS
 CK4071'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 6 INCHES BELOW
 CK4071'GROUND (NOT BALLAST).  IT IS 33 FEET NORTH OF THE EXTENDED NORTH WALL
 CK4071'OF THE SOUTH ONE OF TWO FRAME HOUSES ABOUT 75 YARDS EAST OF THE
 CK4071'TRACK, 188 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, 8.0
 CK4071'FEET WEST OF THE WEST RAIL, 125 FEET WEST-SOUTHWEST OF TELEPHONE
 CK4071'PEDESTAL 189 1 (BETWEEN TWO HOUSES), 18.6 FEET EAST OF UTILITY POLE
 CK4071'A, 38 FEET EAST OF A 14-INCH TRIANGLE-BLAZED PINE TREE (INLINE WITH
 CK4071'POLE AND STATION), 2 FEET BELOW THE RAIL, 94 FEET SOUTHWEST OF A
 CK4071'UTILITY POLE (FIFTH POLE SOUTH OF CROSSROAD), AND 103.5 FEET
 CK4071'NORTHWEST OF A TRIANGULAR-BLAZED UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2410 ***********************************************************************
 DE2410  DESIGNATION -  CM 1
 DE2410  PID         -  DE2410
 DE2410  STATE/COUNTY-  GA/BURKE
 DE2410  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2410
 DE2410                         *CURRENT SURVEY CONTROL
 DE2410  ___________________________________________________________________
 DE2410* NAD 83(1986)-  33 08 36.     (N)    081 45 59.     (W)     SCALED    
 DE2410* NAVD 88     -        67.265  (meters)     220.69   (feet)  ADJUSTED  
 DE2410  ___________________________________________________________________
 DE2410  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DE2410  DYNAMIC HT  -          67.191 (meters)     220.44  (feet)  COMP
 DE2410  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 DE2410
 DE2410  VERT ORDER  -  FIRST     CLASS II
 DE2410
 DE2410.The horizontal coordinates were scaled from a topographic map and have
 DE2410.an estimated accuracy of +/- 6 seconds.
 DE2410
 DE2410.The orthometric height was determined by differential leveling
 DE2410.and adjusted by the National Geodetic Survey in June 1991..
 DE2410
 DE2410.The geoid height was determined by GEOID03.
 DE2410
 DE2410.The dynamic height is computed by dividing the NAVD 88
 DE2410.geopotential number by the normal gravity value computed on the
 DE2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE2410.degrees latitude (g = 980.6199 gals.).
 DE2410
 DE2410.The modeled gravity was interpolated from observed gravity values.
 DE2410
 DE2410;                    North         East    Units  Estimated Accuracy
 DE2410;SPC GA E     -   348,570.      237,340.      MT  (+/- 180 meters Scaled)
 DE2410
 DE2410                          SUPERSEDED SURVEY CONTROL
 DE2410
 DE2410.No superseded survey control is available for this station.
 DE2410
 DE2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS285674(NAD 83)
 DE2410_MARKER: DB = BENCH MARK DISK
 DE2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2410_SP_SET: CONCRETE POST
 DE2410_STAMPING: CM 1
 DE2410_MARK LOGO: GAPC  
 DE2410_PROJECTION: PROJECTING 15 CENTIMETERS
 DE2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2410+STABILITY: SURFACE MOTION
 DE2410
 DE2410  HISTORY     - Date     Condition        Report By
 DE2410  HISTORY     - 1979     MONUMENTED       GAPC
 DE2410  HISTORY     - 1983     GOOD             GAPC
 DE2410
 DE2410                          STATION DESCRIPTION
 DE2410
 DE2410'DESCRIBED BY GEORGIA POWER COMPANY 1983
 DE2410'16.35 MI SE FROM MCBEAN.
 DE2410'0.3 MI SOUTH ALONG STATE HIGHWAY 56 FROM THE CROSSING OF THE CENTRAL
 DE2410'OF GEORGIA RAILWAY AT MCBEAN TO THE JUNCTION OF RIVER ROAD LEADING
 DE2410'EAST (LEFT), THENCE ABOUT 14.5 MI SOUTHEAST ALONG RIVER ROAD TO THE
 DE2410'TRAFFIC SIGNALS AT THE JUNCTION OF THE MAIN ENTRANCE ROAD LEADING
 DE2410'NORTHEAST (LEFT) INTO VOGTLE ELECTRIC GENERATING PLANT, THENCE ABOUT
 DE2410'1.0 MI NORTHEAST ALONG THE ENTRANCE ROAD TO A HAUL ROAD RUNNING EAST
 DE2410'AND WEST AND ABOUT 0.1 MI NORTH OF (INSIDE) THE PROTECTED AREA
 DE2410'SECURITY FENCE, THENCE ABOUT 0.2 MI WEST (LEFT) ALONG THE ROAD TO THE
 DE2410'JUNCTION OF A HAUL ROAD LEADING NORTH (RIGHT), THENCE ABOUT 0.25 MI
 DE2410'NORTH ALONG THE ROAD TO A HAUL ROAD RUNNING EAST AND WEST, THENCE
 DE2410'ABOUT 0.1 MI EAST (RIGHT) ALONG THE ROAD, 118 FT SOUTH OF THE CENTER
 DE2410'LINE OF THE ROAD, AT PLANT GRID N8406.6, E8504, AND PROTECTED BY 4
 DE2410'CONCRETE FILLED STEEL GUARD POSTS.
 DE2410'THE MARK IS 2.2 FT ABOVE THE HAUL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE2411 ***********************************************************************
 DE2411  DESIGNATION -  CM 2
 DE2411  PID         -  DE2411
 DE2411  STATE/COUNTY-  GA/BURKE
 DE2411  USGS QUAD   -  SHELL BLUFF LANDING (1989)
 DE2411
 DE2411                         *CURRENT SURVEY CONTROL
 DE2411  ___________________________________________________________________
 DE2411* NAD 83(1986)-  33 08 23.     (N)    081 45 35.     (W)     SCALED    
 DE2411* NAVD 88     -        65.315  (meters)     214.29   (feet)  ADJUSTED  
 DE2411  ___________________________________________________________________
 DE2411  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DE2411  DYNAMIC HT  -          65.243 (meters)     214.05  (feet)  COMP
 DE2411  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 DE2411
 DE2411  VERT ORDER  -  FIRST     CLASS II
 DE2411
 DE2411.The horizontal coordinates were scaled from a topographic map and have
 DE2411.an estimated accuracy of +/- 6 seconds.
 DE2411
 DE2411.The orthometric height was determined by differential leveling
 DE2411.and adjusted by the National Geodetic Survey in June 1991..
 DE2411
 DE2411.The geoid height was determined by GEOID03.
 DE2411
 DE2411.The dynamic height is computed by dividing the NAVD 88
 DE2411.geopotential number by the normal gravity value computed on the
 DE2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE2411.degrees latitude (g = 980.6199 gals.).
 DE2411
 DE2411.The modeled gravity was interpolated from observed gravity values.
 DE2411
 DE2411;                    North         East    Units  Estimated Accuracy
 DE2411;SPC GA E     -   348,170.      237,970.      MT  (+/- 180 meters Scaled)
 DE2411
 DE2411                          SUPERSEDED SURVEY CONTROL
 DE2411
 DE2411.No superseded survey control is available for this station.
 DE2411
 DE2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMS291670(NAD 83)
 DE2411_MARKER: DB = BENCH MARK DISK
 DE2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE2411_SP_SET: CONCRETE POST
 DE2411_STAMPING: CM 2
 DE2411_MARK LOGO: GAPC  
 DE2411_PROJECTION: PROJECTING 15 CENTIMETERS
 DE2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE2411+STABILITY: SURFACE MOTION
 DE2411
 DE2411  HISTORY     - Date     Condition        Report By
 DE2411  HISTORY     - 1983     MONUMENTED       GAPC
 DE2411  HISTORY     - 1983     GOOD             GAPC
 DE2411
 DE2411                          STATION DESCRIPTION
 DE2411
 DE2411'DESCRIBED BY GEORGIA POWER COMPANY 1983
 DE2411'16.1 MI SE FROM MCBEAN.
 DE2411'0.3 MI SOUTH ALONG STATE HIGHWAY 56 FROM THE CROSSING OF THE CENTRAL
 DE2411'OF GEORGIA RAILWAY AT MCBEAN TO THE JUNCTION OF RIVER ROAD LEADING
 DE2411'EAST (LEFT), THENCE ABOUT 14.5 MI SOUTHEAST ALONG RIVER ROAD TO THE
 DE2411'TRAFFIC SIGNALS AT THE JUNCTION OF THE MAIN ENTRANCE ROAD LEADING
 DE2411'NORTHEAST (LEFT) INTO VOGTLE ELECTRIC GENERATING PLANT, THENCE ABOUT
 DE2411'1.0 MI NORTHEAST ALONG THE ENTRANCE ROAD TO A HAUL ROAD RUNNING EAST
 DE2411'AND WEST ABOUT 0.1 MI NORTH OF (INSIDE) THE PROTECTED AREA SECURITY
 DE2411'FENCE, THENCE ABOUT 0.3 MI EAST (RIGHT) ALONG THE ROAD PARALLELING
 DE2411'THE SOUTH SIDE OF THE ON-SITE RAILWAY, JUST EAST OF THE POINT OF
 DE2411'CURVATURE TO THE NORTH OF RAILWAY, 70.7 FT SOUTH OF THE SOUTH RAIL OF
 DE2411'THE TRACK, 80.7 FT NORTH OF THE NORTHWEST CORNER OF THE PROTECTED
 DE2411'AREA SECURITY FENCE, AT PLANT GRID N7075, E10500, AND PROTECTED BY 4
 DE2411'CONCRETE FILLED STEEL GUARD POSTS.
 DE2411'THE MARK IS 3.4 FT BELOW THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3350 ***********************************************************************
 DG3350  DESIGNATION -  COALSON
 DG3350  PID         -  DG3350
 DG3350  STATE/COUNTY-  GA/HARALSON
 DG3350  USGS QUAD   -  ROCKMART SOUTH (1981)
 DG3350
 DG3350                         *CURRENT SURVEY CONTROL
 DG3350  ___________________________________________________________________
 DG3350* NAD 83(1994)-  33 54 01.17559(N)    085 02 21.11703(W)     ADJUSTED  
 DG3350* NAVD 88     -       417.2    (meters)    1369.     (feet)  VERTCON   
 DG3350  ___________________________________________________________________
 DG3350  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DG3350  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG3350
 DG3350  HORZ ORDER  -  FIRST
 DG3350
 DG3350.The horizontal coordinates were established by classical geodetic methods
 DG3350.and adjusted by the National Geodetic Survey in September 1997..
 DG3350
 DG3350.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3350
 DG3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3350
 DG3350.The geoid height was determined by GEOID03.
 DG3350
 DG3350;                    North         East     Units Scale Factor Converg.
 DG3350;SPC GA W     -   432,791.588   619,304.125   MT  0.99998025   -0 29 12.1
 DG3350;SPC GA W     - 1,419,917.07  2,031,833.62   sFT  0.99998025   -0 29 12.1
 DG3350;UTM  16      - 3,752,835.169   681,300.405   MT  1.00000522   +1 05 38.2
 DG3350
 DG3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3350!SPC GA W     -   0.99993906  x   0.99998025  =   0.99991931
 DG3350!UTM  16      -   0.99993906  x   1.00000522  =   0.99994428
 DG3350
 DG3350:                Primary Azimuth Mark                     Grid Az
 DG3350:SPC GA W     -  YORKVILLE POOLE LUMBER CO TANK           055 01 17.1
 DG3350:UTM  16      -  YORKVILLE POOLE LUMBER CO TANK           053 26 26.8
 DG3350
 DG3350|---------------------------------------------------------------------|
 DG3350| PID    Reference Object                     Distance      Geod. Az  |
 DG3350|                                                           dddmmss.s |
 DG3350| DG3330 YORKVILLE POOLE LUMBER CO TANK      APPROX. 4.7 KM 0543205.0 |
 DG3350| CY9779 COALSON RM 1                         18.372 METERS 05920     |
 DG3350| DG3358 BUCHANAN ATT MICROWAVE              APPROX.10.4 KM 2240615.1 |
 DG3350| DG3355 HEATH                               APPROX. 9.8 KM 2265242.0 |
 DG3350| CY9780 COALSON RM 2                         16.852 METERS 31249     |
 DG3350|---------------------------------------------------------------------|
 DG3350
 DG3350                          SUPERSEDED SURVEY CONTROL
 DG3350
 DG3350  NAD 83(1994)-  33 54 01.17908(N)    085 02 21.11808(W) AD(       ) 1
 DG3350  NAD 83(1986)-  33 54 01.18050(N)    085 02 21.11577(W) AD(       ) 1
 DG3350  NAD 27      -  33 54 00.80569(N)    085 02 21.31227(W) AD(       ) 1
 DG3350  NGVD 29 (07/19/86)  417.1    (m)         1368.     (f) VERT ANG       
 DG3350
 DG3350.Superseded values are not recommended for survey control.
 DG3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3350.See file dsdata.txt to determine how the superseded data were derived.
 DG3350
 DG3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC8130052835(NAD 83)
 DG3350_MARKER: DS = TRIANGULATION STATION DISK
 DG3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DG3350
 DG3350  HISTORY     - Date     Condition        Report By
 DG3350  HISTORY     - 1973     MONUMENTED       NGS
 DG3350
 DG3350                          STATION DESCRIPTION
 DG3350
 DG3350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3350'NO SUITABLE LOCATION FOR A DISTANT RM.
 DG3350'
 DG3350'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF BUCHANAN,
 DG3350'7 MILES SOUTH OF ROCKMART, 3 MILES SOUTHWEST OF YORKVILLE AND ON
 DG3350'PROPERTY OWNED AND OCCUPIED BY MR. BYRON COALSON, TELEPHONE
 DG3350'445-2468.
 DG3350'
 DG3350'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 278 AND STATE
 DG3350'ROUTES 101 AND 113 IN YORKVILLE, GO SOUTH ON ROUTES 101 AND 113
 DG3350'FOR 0.1 MILE TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT
 DG3350'AND GO SOUTHWESTERLY ON COUNTY ROAD 147 FOR 2.45 MILES TO A Y-FORK
 DG3350'AT THE HOLLY SPRINGS BAPTIST CHURCH.  BEAR RIGHT AND CONTINUE
 DG3350'SOUTHWESTERLY ON A GRAVELED ROAD FOR 0.4 MILE TO A Y-FORK.  BEAR
 DG3350'RIGHT AND GO WESTERLY FOR 0.25 MILE TO THE HOME OF MR. COALSON
 DG3350'ON THE LEFT.  TURN LEFT, AT THE SECOND ONE OF TWO DRIVEWAYS,
 DG3350'AND GO SOUTH FOR ABOUT 100 FEET TO A FENCE LINE DIRECTLY UNDER
 DG3350'A POWERLINE.  PASS THROUGH THE FENCE AND GO EAST FOR ABOUT
 DG3350'0.05 MILE TO TOP OF THE HILL AND THE STATION.
 DG3350'
 DG3350'THE STATION MARKS ARE STANDARD DISKS STAMPED COALSON 1972.  THE
 DG3350'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DG3350'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DG3350'75 FEET WEST OF THE NORTH-SOUTH FENCE, 70 FEET SOUTH OF THE
 DG3350'EAST-WEST FENCE AND 61 FEET SOUTHWEST OF A UTILITY POLE WITH
 DG3350'TRANSFORMER.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DG3350'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 DG3350'SURFACE.
 DG3350'
 DG3350'REFERENCE MARK 1, A STANDARD DISK STAMPED COALSON NO 1 1972,
 DG3350'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DG3350'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF
 DG3350'THE NORTH-SOUTH FENCE, 14 FEET SOUTH OF A WEST GATE POST AND
 DG3350'1.5 FEET SOUTH OF THE UTILITY POLE.
 DG3350'
 DG3350'REFERENCE MARK 2, A STANDARD DISK STAMPED COALSON NO 2 1972,
 DG3350'IS CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP WHICH
 DG3350'IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.5 FEET WEST OF
 DG3350'THE UTILITY POLE, 76 FEET NORTHEAST OF A FENCE AND 49.5 FEET
 DG3350'SOUTHWEST OF A FENCE CORNER AND ABOUT 2 FEET LOWER THAN THE
 DG3350'STATION.
 DG3350'
 DG3350'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK4032 ***********************************************************************
 CK4032  DESIGNATION -  COAST LINE
 CK4032  PID         -  CK4032
 CK4032  STATE/COUNTY-  GA/CHATHAM
 CK4032  USGS QUAD   -  GARDEN CITY (1980)
 CK4032
 CK4032                         *CURRENT SURVEY CONTROL
 CK4032  ___________________________________________________________________
 CK4032* NAD 83(1994)-  32 03 57.65314(N)    081 08 10.97589(W)     ADJUSTED  
 CK4032* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 CK4032  ___________________________________________________________________
 CK4032  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CK4032  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 CK4032
 CK4032  HORZ ORDER  -  FIRST
 CK4032
 CK4032.The horizontal coordinates were established by classical geodetic methods
 CK4032.and adjusted by the National Geodetic Survey in September 1997..
 CK4032
 CK4032.The orthometric height was scaled from a topographic map.
 CK4032
 CK4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK4032
 CK4032.The geoid height was determined by GEOID03.
 CK4032
 CK4032;                    North         East     Units Scale Factor Converg.
 CK4032;SPC GA E     -   229,500.696   297,277.576   MT  1.00001666   +0 32 49.3
 CK4032;SPC GA E     -   752,953.53    975,318.18   sFT  1.00001666   +0 32 49.3
 CK4032;SPC SC       -    25,815.781   596,719.733   MT  1.00018099   -0 04 32.2
 CK4032;SPC SC       -    84,697.44  1,957,741.91   iFT  1.00018099   -0 04 32.2
 CK4032;UTM  17      - 3,547,761.103   487,127.206   MT  0.99960204   -0 04 20.7
 CK4032
 CK4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CK4032!SPC GA E     -   1.00000415  x   1.00001666  =   1.00002081
 CK4032!SPC SC       -   1.00000415  x   1.00018099  =   1.00018514
 CK4032!UTM  17      -   1.00000415  x   0.99960204  =   0.99960619
 CK4032
 CK4032|---------------------------------------------------------------------|
 CK4032| PID    Reference Object                     Distance      Geod. Az  |
 CK4032|                                                           dddmmss.s |
 CK4032| CK4668 COAST LINE RM                        33.100 METERS 21610     |
 CK4032| CK4035 OVERHEAD                            APPROX. 3.0 KM 2281625.4 |
 CK4032|---------------------------------------------------------------------|
 CK4032
 CK4032                          SUPERSEDED SURVEY CONTROL
 CK4032
 CK4032  NAD 83(1986)-  32 03 57.66749(N)    081 08 10.98855(W) AD(       ) 1
 CK4032  NAD 27      -  32 03 56.92100(N)    081 08 11.58300(W) AD(       ) 1
 CK4032
 CK4032.Superseded values are not recommended for survey control.
 CK4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CK4032.See file dsdata.txt to determine how the superseded data were derived.
 CK4032
 CK4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMR8712747761(NAD 83)
 CK4032_MARKER: DS = TRIANGULATION STATION DISK
 CK4032_SETTING: 0 = UNSPECIFIED SETTING
 CK4032
 CK4032  HISTORY     - Date     Condition        Report By
 CK4032  HISTORY     - 1918     MONUMENTED       CGS
 CK4032  HISTORY     - 1947     MARK NOT FOUND   CGS
 CK4032
 CK4032                          STATION DESCRIPTION
 CK4032
 CK4032'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MEL)
 CK4032'ON BOTH SEABOARD AIR LINE AND ATLANTIC COAST LINE RAILWAYS,
 CK4032'ABOUT 2 MILES S OF SAVANNAH PASSENGER DEPOT, AND ABOUT ONE
 CK4032'MILE S FROM TELFAIR JUNCTION.  IT IS 3.32 METERS (10.9 FEET)
 CK4032'W OF W RAIL OF SEABOARD AND 2.84 METERS (9.3 FEET) W OF W
 CK4032'RAIL OF ATLANTIC COAST LINE SOUTHBOUND TRACK.
 CK4032'
 CK4032'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CK4032'THE TOPS OF CONCRETE POSTS.
 CK4032'
 CK4032'REFERENCE MARK, PROBABLY A NAIL OR BOLT IN CONCRETE MOUND,
 CK4032'IS 35 METERS (115 FEET) S OF RAILROAD CROSSING, 2.30 METERS
 CK4032'(7.5 FEET) E OF E RAIL OF SEABOARD TRACK, 33.10 METERS (108.6
 CK4032'FEET) FROM STATION S 36 DEG 10 MIN W.
 CK4032'
 CK4032'U.S.C. AND G.S. BENCH MARK H 34 IS 16.46 METERS (54 FEET)
 CK4032'FROM STATION S 17 DEG 04 MIN E.
 CK4032
 CK4032                          STATION RECOVERY (1947)
 CK4032
 CK4032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LSB)
 CK4032'TRACKS HAVE BEEN MOVED ON BOTH RAILROADS AND WE WERE UNABLE
 CK4032'TO LOCATE THE STATION OR ANY REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1491 ***********************************************************************
 CL1491  DESIGNATION -  COAT=S 45
 CL1491  PID         -  CL1491
 CL1491  STATE/COUNTY-  GA/LAURENS
 CL1491  USGS QUAD   -  DUBLIN (1985)
 CL1491
 CL1491                         *CURRENT SURVEY CONTROL
 CL1491  ___________________________________________________________________
 CL1491* NAD 83(1994)-  32 31 51.04358(N)    082 55 39.01107(W)     ADJUSTED  
 CL1491* NAVD 88     -        78.907  (meters)     258.88   (feet)  ADJUSTED  
 CL1491  ___________________________________________________________________
 CL1491  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CL1491  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CL1491  DYNAMIC HT  -          78.818 (meters)     258.59  (feet)  COMP
 CL1491  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 CL1491
 CL1491  HORZ ORDER  -  FIRST
 CL1491  VERT ORDER  -  FIRST     CLASS II
 CL1491
 CL1491.The horizontal coordinates were established by classical geodetic methods
 CL1491.and adjusted by the National Geodetic Survey in September 1997..
 CL1491
 CL1491.The orthometric height was determined by differential leveling
 CL1491.and adjusted by the National Geodetic Survey in June 1991..
 CL1491
 CL1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1491
 CL1491.The geoid height was determined by GEOID03.
 CL1491
 CL1491.The dynamic height is computed by dividing the NAVD 88
 CL1491.geopotential number by the normal gravity value computed on the
 CL1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1491.degrees latitude (g = 980.6199 gals.).
 CL1491
 CL1491.The modeled gravity was interpolated from observed gravity values.
 CL1491
 CL1491;                    North         East     Units Scale Factor Converg.
 CL1491;SPC GA E     -   280,832.396   128,529.730   MT  0.99996297   -0 24 33.0
 CL1491;SPC GA E     -   921,364.29    421,684.62   sFT  0.99996297   -0 24 33.0
 CL1491;UTM  17      - 3,600,916.152   318,979.283   MT  1.00000409   -1 02 12.5
 CL1491
 CL1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1491!SPC GA E     -   0.99999204  x   0.99996297  =   0.99995501
 CL1491!UTM  17      -   0.99999204  x   1.00000409  =   0.99999613
 CL1491
 CL1491:                Primary Azimuth Mark                     Grid Az
 CL1491:SPC GA E     -  RECK=Q 45                                251 21 53.1
 CL1491:UTM  17      -  RECK=Q 45                                251 59 32.6
 CL1491
 CL1491|---------------------------------------------------------------------|
 CL1491| PID    Reference Object                     Distance      Geod. Az  |
 CL1491|                                                           dddmmss.s |
 CL1491| CL1490 RECK=Q 45                           APPROX. 0.6 KM 2505720.1 |
 CL1491| CY7324 COAT RM=R 25                         13.781 METERS 35827     |
 CL1491|---------------------------------------------------------------------|
 CL1491
 CL1491                          SUPERSEDED SURVEY CONTROL
 CL1491
 CL1491  NAD 83(1986)-  32 31 51.05028(N)    082 55 39.01107(W) AD(       ) 1
 CL1491  NAD 27      -  32 31 50.44300(N)    082 55 39.49300(W) AD(       ) 1
 CL1491  NGVD 29 (??/??/92)   79.08   (m)          259.4    (f) COMPUTED    1 2
 CL1491
 CL1491.Superseded values are not recommended for survey control.
 CL1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1491.See file dsdata.txt to determine how the superseded data were derived.
 CL1491
 CL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLS1897900916(NAD 83)
 CL1491_MARKER: DS = TRIANGULATION STATION DISK
 CL1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1491
 CL1491  HISTORY     - Date     Condition        Report By
 CL1491  HISTORY     - 1918     MONUMENTED       CGS
 CL1491  HISTORY     - 1934     GOOD             CGS
 CL1491  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL1491  HISTORY     - 1962     MARK NOT FOUND   CGS
 CL1491
 CL1491                          STATION DESCRIPTION
 CL1491
 CL1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CL1491'ABOUT 1.6 MILES WEST OF DUBLIN DEPOT, ON NORTH SIDE OF MACON,
 CL1491'DUBLIN AND SAVANNAH RAILROAD.  0.4 MILE EAST OF AN OLD COTTON
 CL1491'MILL.  9 TELEPHONE POLES EAST OF A ROAD CROSSING.  102 YARDS
 CL1491'NORTHWEST OF MILEPOST 52.  16.6 FEET FROM NORTH RAIL AND AT
 CL1491'INTERSECTION OF EAST AND WEST TANGENTS OF SOUTH RAIL.
 CL1491'REFERENCE MARK = R-25 IS 13.781 METERS (45.21 FEET)
 CL1491'FROM STATION IN GRID AZIMUTH 178 DEG 51 MIN.  IN 1934
 CL1491'REFERENCE MARK WAS REPORTED DESTROYED.
 CL1491
 CL1491                          STATION RECOVERY (1949)
 CL1491
 CL1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL1491'EVIDENTLY AT LEAST A FOOT DEPTH OF EARTH HAS BEEN REMOVED FROM
 CL1491'THE STATION SITE AND FURTHER DIGGING WAS DONE AT THIS TIME IN
 CL1491'SEARCH OF THE UNDERGROUND MARK.  NO EVIDENCE OF ANY MARK WAS
 CL1491'FOUND, NEITHER SURFACE, UNDERGROUND, NOR REFERENCE MARK.  THE
 CL1491'ORIGINAL DESCRIPTION IS ESSENTIALLY ACCURATE INSOFAR AS A
 CL1491'LOCATION IS CONCERNED.
 CL1491
 CL1491                          STATION RECOVERY (1962)
 CL1491
 CL1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RG)
 CL1491'SEARCHED FOR BUT NOT RECOVERED.  ALSO SEARCHED FOR IN 1949
 CL1491'AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2002 ***********************************************************************
 CL2002  DESIGNATION -  COBB
 CL2002  PID         -  CL2002
 CL2002  STATE/COUNTY-  GA/TATTNALL
 CL2002  USGS QUAD   -  COBBTOWN (1985)
 CL2002
 CL2002                         *CURRENT SURVEY CONTROL
 CL2002  ___________________________________________________________________
 CL2002* NAD 83(1994)-  32 17 35.00300(N)    082 10 27.11705(W)     ADJUSTED  
 CL2002* NAVD 88     -        78.2    (meters)     257.     (feet)  VERTCON   
 CL2002  ___________________________________________________________________
 CL2002  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CL2002  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CL2002
 CL2002  HORZ ORDER  -  FIRST
 CL2002
 CL2002.The horizontal coordinates were established by classical geodetic methods
 CL2002.and adjusted by the National Geodetic Survey in September 1997..
 CL2002
 CL2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2002
 CL2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2002
 CL2002.The geoid height was determined by GEOID03.
 CL2002
 CL2002;                    North         East     Units Scale Factor Converg.
 CL2002;SPC GA E     -   254,210.478   199,290.573   MT  0.99990001   -0 00 14.5
 CL2002;SPC GA E     -   834,022.21    653,839.15   sFT  0.99990001   -0 00 14.5
 CL2002;UTM  17      - 3,573,524.825   389,441.480   MT  0.99975073   -0 37 38.6
 CL2002
 CL2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2002!SPC GA E     -   0.99999233  x   0.99990001  =   0.99989234
 CL2002!UTM  17      -   0.99999233  x   0.99975073  =   0.99974306
 CL2002
 CL2002|---------------------------------------------------------------------|
 CL2002| PID    Reference Object                     Distance      Geod. Az  |
 CL2002|                                                           dddmmss.s |
 CL2002| CY7326 COBB RM 1                            31.818 METERS 23910     |
 CL2002| CY7325 COBB AZ MK                                         2720012.8 |
 CL2002| CL2842 COBB AZ MK 2                        APPROX. 0.6 KM 2731523.5 |
 CL2002| CY7327 COBB RM 2                            40.999 METERS 32107     |
 CL2002|---------------------------------------------------------------------|
 CL2002
 CL2002                          SUPERSEDED SURVEY CONTROL
 CL2002
 CL2002  NAD 83(1986)-  32 17 35.00758(N)    082 10 27.11509(W) AD(       ) 1
 CL2002  NAD 27      -  32 17 34.33200(N)    082 10 27.69200(W) AD(       ) 1
 CL2002  NGVD 29 (12/08/88)   78.3    (m)          257.     (f) VERT ANG       
 CL2002
 CL2002.Superseded values are not recommended for survey control.
 CL2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2002.See file dsdata.txt to determine how the superseded data were derived.
 CL2002
 CL2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8944173525(NAD 83)
 CL2002_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CL2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2002+STABILITY: SURFACE MOTION
 CL2002
 CL2002  HISTORY     - Date     Condition        Report By
 CL2002  HISTORY     - 1935     MONUMENTED       CGS
 CL2002  HISTORY     - 1969     POOR             CGS
 CL2002  HISTORY     - 1973     GOOD             NGS
 CL2002  HISTORY     - 1985     GOOD             NGS
 CL2002
 CL2002                          STATION DESCRIPTION
 CL2002
 CL2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 CL2002'ABOUT 3.0 MILES (BY ROAD) FROM COBBTOWN, ON SOUTH SIDE OF
 CL2002'COBBTOWN-LYONS GRADED DIRT ROAD, 150 FEET NORTHWEST OF HOUSE
 CL2002'OCCUPIED BY BERTIE COLLINS, 27 FEET WEST OF TRIANGULAR-BLAZED 8-INCH
 CL2002'PINE TREE AND 25 FEET SOUTH OF CENTER LINE OF ROAD. TO REACH, FOLLOW
 CL2002'STATE HIGHWAY 23 TO COBBTOWN.  FROM RAILROAD DEPOT, GO NORTH-BY-WEST
 CL2002'ALONG EAST SIDE OF DEPOT ON GRADED DIRT ROAD 0.9 MILE TO CROSS ROAD.
 CL2002'TURN LEFT (NORTHWEST) 2.0 MILES TO A BOARD GATE ON SOUTH SIDE OF
 CL2002'ROAD.  PASS THROUGH GATE AND GO 0.1 MILE TO COLLINS HOUSE AT TOP OF
 CL2002'HILL AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS
 CL2002'IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CL2002'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 IS 1.0
 CL2002'FOOT NORTHEAST OF FENCE LINE AND 104.39 FEET WEST SOUTHWEST OF
 CL2002'STATION S 59 DEG 14 MIN W.  NO. 2 IS 2.0 FEET SOUTHEAST OF
 CL2002'FENCE LINE AND 134.47 FEET NORTHWEST OF STATION N 38 DEG 53 MIN W.
 CL2002'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE COBBTOWN-LYONS
 CL2002'ROAD, 10 PACES WEST FROM WEST CORNER OF HOUSE BELONGING TO FEDERAL
 CL2002'LAND BANK (OCCUPIED BY J.E. LEARCY), 8 PACES NORTHEAST OF CENTER
 CL2002'LINE OF ROAD, 1.0 FOOT SOUTH OF FENCE LINE AND 0.4 MILE WEST OF
 CL2002'STATION N 88 DEG 00 MIN W.
 CL2002
 CL2002                          STATION RECOVERY (1969)
 CL2002
 CL2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CFO)
 CL2002'STATION MARK WAS RECOVERED LEANING, BUT WAS NOT RESET AT THIS DATE.
 CL2002'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED IN GOOD
 CL2002'CONDITION.  A NEW TO REACH DESCRIPTION FOR THE STATION AND AZIMUTH
 CL2002'MARK FOLLOWS.
 CL2002'
 CL2002'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 152 AND 23 IN
 CL2002'COBBTOWN, GO WEST ON ROUTE 152 FOR 2.0 MILES TO A CROSSROAD, TURN
 CL2002'RIGHT GO NORTH FOR 1.1 MILE TO A T-ROAD, TURN LEFT FOR 0.1 MILE TO
 CL2002'A SIDEROAD LEFT, THRU LAWN OF HOUSE, TURN LEFT THRU LAWN PAST GATE
 CL2002'FOR 0.1 MILE, THENCE BEAR RIGHT AND GO WEST ON SAND TRAIL ACROSS
 CL2002'FIELD TO TOP OF HILL AND STATION.
 CL2002'
 CL2002'TO REACH THE AZIMUTH MARK FROM GATE AND LAWN AT MAIN ROAD, GO WEST ON
 CL2002'MAIN SAND ROAD FOR 0.55 MILE TO OLD HOUSE ON THE RIGHT AND AZIMUTH
 CL2002'MARK, 21 FT. NORTH OF THE ROAD AND 1.7 FT.  SOUTH OF THE FENCE.
 CL2002'
 CL2002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHWEST
 CL2002'OF COBBTOWN.
 CL2002
 CL2002                          STATION RECOVERY (1973)
 CL2002
 CL2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RAP)
 CL2002'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH REFERENCE
 CL2002'MARKS WERE FOUND AS DESCRIBED BY C.F.O. IN 1969.  THE SOIL AROUND
 CL2002'THE AZIMUTH MARK HAS ERODED AND THE MARK NOW PROJECTS 24 INCHES
 CL2002'ABOVE THE SURFACE.
 CL2002'
 CL2002'THE STATION MARK IS 90 FEET EAST OF A FENCE, 40 FEET NORTHEAST OF
 CL2002'A LONE PINE TREE AT THE CREST OF A RISE, AND 1 FOOT WEST OF A
 CL2002'WITNESS POST.
 CL2002'
 CL2002'REFERENCE MARK NO. 1 IS ONE FOOT EAST OF THE FENCE AND 30 FEET
 CL2002'SOUTHWEST OF THE LONE PINE TREE.
 CL2002'
 CL2002'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF A WITNESS POST AND 6
 CL2002'FEET WEST OF THE FENCE.
 CL2002'
 CL2002'TO REACH FROM THE JUNCTION OF STATE ROUTES 23 AND 152 IN
 CL2002'COBBTOWN, GO WEST ON 152 FOR 1.9 MILES TO A CROSSROAD, TURN RIGHT,
 CL2002'NORTH, AND GO 1.1 MILES TO A T-ROAD, TURN LEFT AND GO 0.5 MILE TO
 CL2002'THE FARM HOME OF MR. HENERY MOXLEY ON THE RIGHT AND A FIELDS ROAD
 CL2002'ON THE LEFT.  ENTER THE FIELD ROAD AND GO EAST ALONG A FENCE AT
 CL2002'THE NORTH EDGE OF THE FIELD FOR 0.2 MILE, TURN RIGHT AND GO 0.1
 CL2002'MILE TO THE STATION ON THE LEFT AT THE TOP OF A LOW RISE.
 CL2002'
 CL2002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 CL2002'WEST-NORTHWEST OF COBBTOWN.
 CL2002
 CL2002                          STATION RECOVERY (1985)
 CL2002
 CL2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2002'THE STATION WAS RECOVERED AT THIS DATE.
 CL2002'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 CL2002'AZIMUTH MARK DISK HAD BEEN RETURNED TO ATLANTA OFFICE BY THE COUNTY
 CL2002'HAVING BEEN DESTROYED BY ROAD WIDENING.  THE STATION MARK APPEARED
 CL2002'TO BE LEANING AND WAS RESET OVER THE UNDERGROUND MARK.  A NEW
 CL2002'AZIMUTH MARK WAS SET TO BE OCCUPIED FOR AZIMUTH AND GPS POSITIONING.
 CL2002'
 CL2002'THE STATION IS LOCATED ON A SMALL HILL ABOUT 225 METRS SOUTH OF
 CL2002'SOON TO BE PAVED COUNTY SAND ROAD 88 APPROXIMATELY 3.7 KM (2.3 MI)
 CL2002'WEST NORTHWEST OF COBBTOWN.
 CL2002'OWNERSHIP--MARY LOU HENSLEY, 521 S. LEWIS ST., METTER, GA PHONE
 CL2002'912-685-2911.
 CL2002'
 CL2002'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2002'AND 152 WITH COUNTRY PAVED ROAD 471 IN COBBTOWN, GO NORTH ON STATE
 CL2002'ROUTES 23, 57 AND 121 FOR 0.24 KM (0.15 MI) TO A Y JUNCTION WHERE
 CL2002'ONLY ROUTE 57 CONTINUES NORTH.  BEAR LEFT ONTO ROUTE 57 FOR
 CL2002'1.24 KM (0.57 MI) TO COUNTY ROAD 88 ON THE LEFT.  TURN LEFT, WEST,
 CL2002'FOR 1.7 KM (1.05 MI) TO COUNTY SAND ROAD 95 ON THE LEFT AT SOME
 CL2002'HOUSES. ONTINUE AHEAD FOR 1.1 KM (0.65 MI) TO A GREEN CINDERBLOCK
 CL2002'HOUSE ON THE LEFT AND COUNTY SAND ROAD 94 ON THE RIGHT.  THE
 CL2002'STATION IS ON THE PROPERTY ASSOCIATED WITH THIS HOUSE.  CONTINUE
 CL2002'AHEAD FOR 0.3 KM (0.2 MI) TO A FENCE LINE ON THE LEFT, SOUTH SIDE
 CL2002'THE ROAD.  FROM THIS POINT PACK SOUTH, UPHILL ALONG THE FENCE FOR
 CL2002'SOME 125 METERS TO REFERENCE MARK 2 ON THE LEFT OR EAST SIDE OF THE
 CL2002'FENCE.  NOW PACK SOUTHEAST ON THE EAST SIDE OF THE FENCE TO THE TOP
 CL2002'OF THE HILL THROUGH A GROVE OF SMALL TREES AND BRAMBLE TO THE
 CL2002'STATION AT THE BACK SIDE OF THE GROVE.
 CL2002'
 CL2002'THE STATION IS A STANDARD NGS DISK STAMPED---COBB 1935 1985---, SET
 CL2002'IN THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER,
 CL2002'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 3.0 METERS (9.0 FT)
 CL2002'NORTH OF THE EDGE OF A CULTIVATED FIELD AND 0.5 METERS NORTH FROM A
 CL2002'METAL WITNESS POST.
 CL2002'THE UNDERGOUND MARK IS A STANDARD DISK STAMPED---COBB 1935---SET IN
 CL2002'AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2002'
 CL2002'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 CL2002'STAMPED---COBB 1935 NO 1---,
 CL2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2002'35 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 CL2002'0.3 METERS (1.0 FT) NORTH FROM THE FENCE LINE.
 CL2002'MARK IS 0.5 METERS BELOW THE STATION.
 CL2002'
 CL2002'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 CL2002'STAMPED---COBB 1935 NO 2---,
 CL2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2002'35 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 CL2002'0.46 METERS (1.0 FT) NORTHEAST FROM THE FENCE LINE.
 CL2002'MARK IS 1.2 METERS BELOW THE STATION.
 CL2002'
 CL2002'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 CL2002'STAMPED---COBB 1935 1985---,
 CL2002'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2002'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2002'30.9 METERS (101.3 FT) EAST FROM THE EAST CORNER OF THE CHIMNEY OF
 CL2002'DESERTED SHACK,
 CL2002'12.5 METERS (41.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2002'1.06 METERS (3.6 FT) WEST FROM A FIBREGLASS WITNESS POST AND,
 CL2002'1.04 METERS (3.5 FT) EAST FROM A PIECE OF THE OLD AZIMUTH MARK
 CL2002'WHICH HAS BEEN SET UPRIGHT AND IS 40 CM IN DIAMETER AND 15 CM ABOVE
 CL2002'THE GROUND SURFACE.  THE STATION IS ABOUT 0.5 METERS ABOVE THE ROAD
 CL2002'AND ON AN EMBANKMENT FOR THE BACK SLOPE OF THE DITCH OF THE ROAD.
 CL2002'TO REACH THE AZIMUTH FROM THE GREEN CINDERBLOCK HOUSE,
 CL2002'GO WEST FOR 0.96 KM (0.6 MI) ON COUNTY ROAD 88 PASSING A LARGE
 CL2002'BRICK HOUSE ON THE RIGHT AS IS THE STATION WHICH IS EAST OF A SHACK.
 CL2002'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2002'STAMPED---COBB 1935 1985---,
 CL2002'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2002'
 CL2002'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1519 ***********************************************************************
 BT1519  CBN         -  This is a Cooperative Base Network Control Station.
 BT1519  DESIGNATION -  COBB
 BT1519  PID         -  BT1519
 BT1519  STATE/COUNTY-  GA/SUMTER
 BT1519  USGS QUAD   -  LESLIE (1973)
 BT1519
 BT1519                         *CURRENT SURVEY CONTROL
 BT1519  ___________________________________________________________________
 BT1519* NAD 83(1994)-  31 59 09.23095(N)    084 00 44.43110(W)     ADJUSTED  
 BT1519* NAVD 88     -       101.2    (meters)     332.     (feet)  GPS OBS   
 BT1519  ___________________________________________________________________
 BT1519  X           -     564,856.350 (meters)                     COMP
 BT1519  Y           -  -5,385,408.086 (meters)                     COMP
 BT1519  Z           -   3,359,144.650 (meters)                     COMP
 BT1519  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BT1519  ELLIP HEIGHT-          74.53  (meters)          (03/09/95) GPS OBS
 BT1519  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BT1519
 BT1519  HORZ ORDER  -  B
 BT1519  ELLP ORDER  -  FIRST     CLASS I
 BT1519
 BT1519.The horizontal coordinates were established by GPS observations
 BT1519.and adjusted by the National Geodetic Survey in March 1995..
 BT1519
 BT1519.The orthometric height was determined by GPS observations and a
 BT1519.high-resolution geoid model.
 BT1519
 BT1519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1519
 BT1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1519
 BT1519.The ellipsoidal height was determined by GPS observations
 BT1519.and is referenced to NAD 83.
 BT1519
 BT1519.The geoid height was determined by GEOID03.
 BT1519
 BT1519;                    North         East     Units Scale Factor Converg.
 BT1519;SPC GA W     -   220,163.641   714,583.406   MT  0.99990262   +0 04 54.3
 BT1519;SPC GA W     -   722,320.21  2,344,429.06   sFT  0.99990262   +0 04 54.3
 BT1519;UTM  16      - 3,542,773.486   782,300.009   MT  1.00058295   +1 35 01.1
 BT1519;UTM  17      - 3,542,838.262   215,366.690   MT  1.00059927   -1 35 48.3
 BT1519
 BT1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1519!SPC GA W     -   0.99998830  x   0.99990262  =   0.99989092
 BT1519!UTM  16      -   0.99998830  x   1.00058295  =   1.00057124
 BT1519!UTM  17      -   0.99998830  x   1.00059927  =   1.00058756
 BT1519
 BT1519|---------------------------------------------------------------------|
 BT1519| PID    Reference Object                     Distance      Geod. Az  |
 BT1519|                                                           dddmmss.s |
 BT1519| CY9247 COBB RM 1                            46.482 METERS 05601     |
 BT1519| CY9246 COBB AZ MK                                         2834140.5 |
 BT1519| CY9248 COBB RM 2                            34.823 METERS 30425     |
 BT1519|---------------------------------------------------------------------|
 BT1519
 BT1519                          SUPERSEDED SURVEY CONTROL
 BT1519
 BT1519  NAD 83(1986)-  31 59 09.22796(N)    084 00 44.43728(W) AD(       ) 1
 BT1519  NAD 83(1986)-  31 59 09.23223(N)    084 00 44.43051(W) AD(       ) 1
 BT1519  NAD 27      -  31 59 08.61400(N)    084 00 44.79100(W) AD(       ) 1
 BT1519
 BT1519.Superseded values are not recommended for survey control.
 BT1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1519.See file dsdata.txt to determine how the superseded data were derived.
 BT1519
 BT1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA8230042773(NAD 83)
 BT1519_MARKER: DS = TRIANGULATION STATION DISK
 BT1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT1519_STAMPING: COBB 1935
 BT1519_MARK LOGO: CGS   
 BT1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1519+STABILITY: SURFACE MOTION
 BT1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1519+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BT1519
 BT1519  HISTORY     - Date     Condition        Report By
 BT1519  HISTORY     - 1935     MONUMENTED       CGS
 BT1519  HISTORY     - 1971     MARK NOT FOUND   USGS
 BT1519  HISTORY     - 1972     MARK NOT FOUND   NGS
 BT1519  HISTORY     - 19920310 GOOD             NGS
 BT1519  HISTORY     - 19940319 GOOD             NGS
 BT1519  HISTORY     - 20040109 GOOD             INDIV
 BT1519
 BT1519                          STATION DESCRIPTION
 BT1519
 BT1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 BT1519'ABOUT 1.75 MILES NORTHWEST OF COBB, ON PROPERTY KNOWN AS OLD COBB
 BT1519'PLACE, BELONGING TO BANK OF DE SOTO, ON HIGH KNOLL, NEAR NORTH END
 BT1519'OF CULTIVATED FIELD, ABOUT 50 YARDS SOUTHEAST OF CABIN OCCUPIED BY
 BT1519'JOE CLARK AND 28.5 FEET SOUTH OF CENTER LINE OF CLAY
 BT1519'ROAD.  TO REACH FROM SEABOARD AIR LINE RAILWAY STATION IN COBB, GO
 BT1519'NORTH AND NORTHWEST ON DIRT ROAD THAT PASSES ALONG WEST SIDE OF
 BT1519'RAILROAD STATION FOR 2.4 MILES TO TENANTS HOUSE AND STATION.  TO
 BT1519'REACH FROM AMERICUS, GO 14.6 MILES TO T-ROAD RIGHT.  TURN RIGHT ON
 BT1519'SECONDARY ROAD, GO 0.7 MILE TO T-ROAD INTERSECTION.  TURN LEFT AND
 BT1519'GO 200 YARDS.  TURN RIGHT, CONTINUE ON MAIN-TRAVELED ROAD FOR 5.1
 BT1519'MILES TO SECOND CROSS ROAD.  TURN RIGHT AND GO 1.1 MILES TO JOE
 BT1519'CLARKS HOUSE AND STATION.  SURFACE AND UNDERGROUND MARKS ARE
 BT1519'STANDARD DISKS IN CONCRETE.  UPPER MARK IS 12
 BT1519'INCHES UNDERGROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BT1519'DISKS IN ROUND CONCRETE MONUMENTS.  REFERENCE MARK NO. 1 PROJECTS 6
 BT1519'INCHES, IS ALONG WEST SIDE OF WOODS, 26 YARDS NORTH OF CENTER LINE OF
 BT1519'ROAD, AND 152.50 FEET EAST-NORTHEAST OF STATION N 56 DEG 02 MIN E.
 BT1519'NO. 2 PROJECTS 6 INCHES, IS ALONG SOUTH EDGE OF GARDEN, 6
 BT1519'YARDS NORTH OF ROAD, 8 INCHES SOUTH OF WIRE FENCE, AND 114.25 FEET
 BT1519'NORTHWEST OF STATION N 55 DEG 35 MIN W.  AZIMUTH MARK
 BT1519'PROJECTS 6 INCHES, IS ABOUT 0.1 MILE NORTHWEST OF WHITE BUNGALOW,
 BT1519'ABOUT 30 PACES NORTH OF CENTER LINE OF ROAD, 2 FEET EAST OF SOUTHEAST
 BT1519'CORNER OF BARN AND ABOUT 0.9 MILE (AIRLINE) WEST OF STATION IN
 BT1519'AZIMUTH 103 DEG 41 MIN 38.5 SEC.  TO REACH FROM STATION GO WEST ON
 BT1519'ROAD FOR 1.1 MILES TO BARN ON NORTH SIDE OF ROAD AND MARK.
 BT1519
 BT1519                          STATION RECOVERY (1971)
 BT1519
 BT1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JES)
 BT1519'THE RMS WERE FOUND DESTROYED.  THE STATION COULD NOT BE FOUND.  THE
 BT1519'UNDERGROUND MARK IS PROBABLEY STILL OK, BUT IT WILL BE HARD TO
 BT1519'FIND.  IT IS NOW LOCATED UNDER A DRIVE, AND THERE IS NOTHING TO
 BT1519'MAKE AN ACCURATE MEASUREMENT TO FIND THE UNDERGROUND MARK.
 BT1519
 BT1519                          STATION RECOVERY (1972)
 BT1519
 BT1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BT1519'A THOROUGH SEARCH WAS MADE FOR THE MARKS, BUT THEY WERE NOT
 BT1519'FOUND.  AFTER TALKING TO THE OLDEST TOWNS PEOPLE, AND THEM
 BT1519'CONFIRMING WHERE SEARCHING WAS DONE, THE SEARCH WAS
 BT1519'DISCONTINUED.  APPARENTLY THE MARKS WERE DESTROYED WHEN CATTLE
 BT1519'FEEDING PENS WERE CONSTRUCTED.
 BT1519'
 BT1519'STATION IS LOCATED 1.75 MILES NORTHWEST OF COBB, ON A HIGH KNOLL
 BT1519'WHERE CATTLE FEEDING PENS ARE LOCATED ON BOTH SIDES OF THE
 BT1519'SAND ROAD.
 BT1519'
 BT1519'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND A
 BT1519'BLACK TOP ROAD LEADING NORTH FROM THE BUSINESS SECTION OF COBB,
 BT1519'GO NORTH AND NORTHWEST ON BLACK TOP ROAD AND SAND ROAD FOR
 BT1519'2.4 MILES TO THE TOP OF A HIGH KNOLL AND STATION SITE.
 BT1519'
 BT1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT1519'1.75 MILES NORTHWEST OF COBB.
 BT1519
 BT1519                          STATION RECOVERY (1992)
 BT1519
 BT1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 BT1519'STATION IS 10 MILESWEST OF CORDELE AND 16 MILESSE OF AMERICUS ON
 BT1519'PROPERTY OF UNKNOWN OWNERSHIP--EITHER COUNTY RIGHT OF WAY OR PRIVATE.
 BT1519'SAM WATSON OF WILLIAMS REALTY, WARNER ROBBINS, 912-929-5504, MAY KNOW.
 BT1519'TO REACH FROM CORDELE, JUNCTION OF US HWYS 280 AND 41, LOCALLY 16TH
 BT1519'AVE AND 7TH ST, GO WEST 14.7 MILESON US 280 TO COBB-CHEEK ROAD ON
 BT1519'RIGHT JUST PAST A GREENHOUSE AND SMALL STORE IN COBB.  ALONG THE WAY
 BT1519'AT 11.6 MILESPASS WEST END OF BRIDGE OVER FLINT RIVER AND SUMTER-CRISP
 BT1519'COUNTY LINE.  TURN RIGHT, NORTH, ON COBB-CHEEK RD AND FOLLOW 2.5
 BT1519'MILESTO THE MARK ON THE LEFT AT TOP OF A SMALL RISE. ALONG THE WAY AT
 BT1519'0.8 MILEROAD TURNS LEFT, NW, AND AT 1.45 MILETHERE IS A STOP SIGN AND
 BT1519'ROAD CHANGES FROM ASPHALT TO DIRT.  THE ONLY PROMINENT FEATURE IN THE
 BT1519'AREA IS A TELEPHONE POLE WITH TRANSFORMER, METER, AND SIGN
 BT1519'SAYING--POSTED KEEP OUT SKULL ORCHARD HUNTING CLUB. MARK IS 37.2 FT
 BT1519'(11.3 M) NORTH OF THE POLE, 30.0 FT (9.1 M) SOUTH OF CENTER OF THE
 BT1519'ROAD, 10.767 FT (3.282 M) SE OF COBB 2, 8.0 FT (2.4 M) EAST OF A LINE
 BT1519'THROUGH THE POLE PERPENDICULAR TO THE ROAD, 1.5 FT (0.5 M) EAST AND
 BT1519'WEST OF TWO WITNESS POSTS THAT MAY NOT LAST TOO LONG AND ABOUT 3 FT
 BT1519'(0.9 M) ABOVE ROAD.  THIS IS A B ORDER HARN POINT. COBB 2 WAS SET TO
 BT1519'FIND THIS MARK.
 BT1519
 BT1519                          STATION RECOVERY (1994)
 BT1519
 BT1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 BT1519'STATION IS AIRLINE DISTANCE 17 MILES (27.4 KM) SE OF AMERICUS AND 11
 BT1519'MILES (17.7 KM) WEST OF CORDELE ON PRIVATE PROPERTY OF UNKNOWN
 BT1519'OWNERSHIP, OR POSSIBLY ON COUNTY RIGHT-OF-WAY. TO REACH FROM THE
 BT1519'JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY 280 IN CORDELE,
 BT1519'TRAVEL WEST THROUGH CORDELE, PAST LARGE PAPER BOARD FACTORY ON RIGHT,
 BT1519'ACROSS RAILROAD AND FLINT RIVER BRIDGE FOR 14.2 MI (22.9 KM) TO
 BT1519'COBB-CHEEK ROAD ON RIGHT.  THIS IS IN THE SMALL COMMUNITY OF COBB AND
 BT1519'JUST PAST A GREENHOUSE AND SMALL STORE. TURN RIGHT, NORTH, AND PROCEED
 BT1519'NORTH AND THEN NORTHWEST ON COUNTY ROAD FOR 2.6 MI (4.2 KM) TO MARK ON
 BT1519'LEFT. MARK IS 30.5 FEET (9.3 M) SOUTH OF CENTER OF DIRT ROAD, 37.2
 BT1519'FEET (11.3 M) NORTH OF A WOOD POLE WITH TRANSFORMER, METER AND POSTED
 BT1519'SIGN.  ALSO 8 FEET (2.4 M) EAST OF A LINE THROUGH THE POLE
 BT1519'PERPENDICULAR TO THE ROAD AND 11 FEET (3.4 M) EAST OF COBB 2 WHICH WAS
 BT1519'ESTABLISHED BY GPS TO FIND COBB 1935.  WITNESS POSTS 1.5 FEET (0.5 M)
 BT1519'EAST AND WEST OF MARK.  THERE IS NOTHING BUT THE ROAD, POWER POLE AND
 BT1519'LOCAL TOP OF HILL TO LOCATE THIS MARK FROM--NO STRUCTURES. MARK IS
 BT1519'ABOUT 3 FT (0.9 M) ABOVE RD.
 BT1519
 BT1519                          STATION RECOVERY (2004)
 BT1519
 BT1519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JOS)
 BT1519'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB1774 ***********************************************************************
 AB1774  DESIGNATION -  COBB 2
 AB1774  PID         -  AB1774
 AB1774  STATE/COUNTY-  GA/SUMTER
 AB1774  USGS QUAD   -  LESLIE (1973)
 AB1774
 AB1774                         *CURRENT SURVEY CONTROL
 AB1774  ___________________________________________________________________
 AB1774* NAD 83(1994)-  31 59 09.27849(N)    084 00 44.54339(W)     ADJUSTED  
 AB1774* NAVD 88     -       101.1    (meters)     332.     (feet)  VERTCON   
 AB1774  ___________________________________________________________________
 AB1774  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB1774  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AB1774
 AB1774  HORZ ORDER  -  FIRST
 AB1774
 AB1774.The horizontal coordinates were established by GPS observations
 AB1774.and adjusted by the National Geodetic Survey in September 1997..
 AB1774
 AB1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1774
 AB1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1774
 AB1774.The geoid height was determined by GEOID03.
 AB1774
 AB1774;                    North         East     Units Scale Factor Converg.
 AB1774;SPC GA W     -   220,165.101   714,580.456   MT  0.99990262   +0 04 54.2
 AB1774;SPC GA W     -   722,325.00  2,344,419.38   sFT  0.99990262   +0 04 54.2
 AB1774;UTM  16      - 3,542,774.869   782,297.020   MT  1.00058293   +1 35 01.1
 AB1774;UTM  17      - 3,542,839.808   215,363.783   MT  1.00059929   -1 35 48.3
 AB1774
 AB1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1774!SPC GA W     -   0.99998830  x   0.99990262  =   0.99989092
 AB1774!UTM  16      -   0.99998830  x   1.00058293  =   1.00057123
 AB1774!UTM  17      -   0.99998830  x   1.00059929  =   1.00058759
 AB1774
 AB1774                          SUPERSEDED SURVEY CONTROL
 AB1774
 AB1774  NAD 83(1986)-  31 59 09.28266(N)    084 00 44.54506(W) AD(       ) 1
 AB1774  NGVD 29 (02/28/96)  101.3    (m)          332.     (f) GPS OBS        
 AB1774
 AB1774.Superseded values are not recommended for survey control.
 AB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1774.See file dsdata.txt to determine how the superseded data were derived.
 AB1774
 AB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA8229742775(NAD 83)
 AB1774_MARKER: DH = HORIZONTAL CONTROL DISK
 AB1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1774_STAMPING: COBB 2 1992
 AB1774_MARK LOGO: NGS   
 AB1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1774+STABILITY: SURFACE MOTION
 AB1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1774+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 AB1774
 AB1774  HISTORY     - Date     Condition        Report By
 AB1774  HISTORY     - 1992     MONUMENTED       NGS
 AB1774  HISTORY     - 20040109 GOOD             INDIV
 AB1774
 AB1774                          STATION DESCRIPTION
 AB1774
 AB1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JRO)
 AB1774'STATION IS 10 MILESWEST OF CORDELE AND 16 MILESSE OF AMERICUS ON
 AB1774'PROPERTY OF UNKNOWN OWNERSHIP--EITHER COUNTY RIGHT OF WAY OR PRIVATE.
 AB1774'SAM WATSON OF WILLIAMS REALTY, WARNER ROBBINS, 912-929-5504, MAY KNOW.
 AB1774'TO REACH FROM CORDELE, JUNCTION OF US HWYS 280 AND 41, LOCALLY 16TH
 AB1774'AVE AND 7TH ST, GO WEST 14.7 MILESON US 280 TO COBB-CHEEK ROAD ON
 AB1774'RIGHT JUST PAST A GREENHOUSE AND SMALL STORE IN COBB.  ALONG THE WAY
 AB1774'AT 11.6 MILESPASS WEST END OF BRIDGE OVER FLINT RIVER AND SUMTER-CRISP
 AB1774'COUNTY LINE.  TURN RIGHT, NORTH, ON COBB-CHEEK RD AND FOLLOW 2.5
 AB1774'MILESTO THE MARK ON THE LEFT AT TOP OF A SMALL RISE. ALONG THE WAY AT
 AB1774'0.8 MILEROAD TURNS LEFT, NW, AND AT 1.45 MILETHERE IS A STOP SIGN AND
 AB1774'ROAD CHANGES FROM ASPHALT TO DIRT.  THE ONLY PROMINENT FEATURE IN THE
 AB1774'AREA IS A TELEPHONE POLE WITH TRANSFORMER, METER, AND SIGN
 AB1774'SAYING--POSTED KEEP OUT SKULL ORCHARD HUNTING CLUB. MARK IS 29.0 FT
 AB1774'(8.8 M) SOUTH OF CENTER OF THE ROAD, 3.0 FT (0.9 M) WEST OF A LINE
 AB1774'THROUGH THE POLE PERPENDICULAR TO THE ROAD, 1.5 FT (0.5 M) EAST AND
 AB1774'WEST OF TWO WITNESS POSTS THAT MAY NOT LAST TOO LONG AND ABOUT 2 FT
 AB1774'(0.6 M) ABOVE ROAD.  ALSO 10.767 FT (3.282 M) WNW OF COBB 1935 WHICH
 AB1774'IS A B ORDER HARN POINT.  COBB 2 WAS SET TO FIND COBB 1935.
 AB1774
 AB1774                          STATION RECOVERY (2004)
 AB1774
 AB1774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JOS)
 AB1774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2842 ***********************************************************************
 CL2842  DESIGNATION -  COBB AZ MK 2
 CL2842  PID         -  CL2842
 CL2842  STATE/COUNTY-  GA/TATTNALL
 CL2842  USGS QUAD   -  COBBTOWN (1985)
 CL2842
 CL2842                         *CURRENT SURVEY CONTROL
 CL2842  ___________________________________________________________________
 CL2842* NAD 83(1994)-  32 17 36.19509(N)    082 10 51.79706(W)     ADJUSTED  
 CL2842* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 CL2842  ___________________________________________________________________
 CL2842  X           -     734,194.641 (meters)                     COMP
 CL2842  Y           -  -5,346,602.890 (meters)                     COMP
 CL2842  Z           -   3,387,995.977 (meters)                     COMP
 CL2842  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CL2842  ELLIP HEIGHT-          35.15  (meters)          (09/03/97) GPS OBS
 CL2842  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CL2842
 CL2842  HORZ ORDER  -  FIRST
 CL2842  ELLP ORDER  -  FOURTH    CLASS II
 CL2842
 CL2842.The horizontal coordinates were established by GPS observations
 CL2842.and adjusted by the National Geodetic Survey in September 1997..
 CL2842
 CL2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CL2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CL2842
 CL2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2842
 CL2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2842
 CL2842.The ellipsoidal height was determined by GPS observations
 CL2842.and is referenced to NAD 83.
 CL2842
 CL2842.The geoid height was determined by GEOID03.
 CL2842
 CL2842;                    North         East     Units Scale Factor Converg.
 CL2842;SPC GA E     -   254,247.261   198,644.908   MT  0.99990002   -0 00 27.7
 CL2842;SPC GA E     -   834,142.89    651,720.84   sFT  0.99990002   -0 00 27.7
 CL2842;UTM  17      - 3,573,568.623   388,796.350   MT  0.99975250   -0 37 51.8
 CL2842
 CL2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2842!SPC GA E     -   0.99999448  x   0.99990002  =   0.99989450
 CL2842!UTM  17      -   0.99999448  x   0.99975250  =   0.99974698
 CL2842
 CL2842                          SUPERSEDED SURVEY CONTROL
 CL2842
 CL2842  NAD 83(1986)-  32 17 36.19970(N)    082 10 51.79645(W) AD(       ) 1
 CL2842  NGVD 29 (12/08/88)   64.7    (m)          212.     (f) VERT ANG       
 CL2842
 CL2842.Superseded values are not recommended for survey control.
 CL2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2842.See file dsdata.txt to determine how the superseded data were derived.
 CL2842
 CL2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLR8879673569(NAD 83)
 CL2842_MARKER: DZ = AZIMUTH MARK DISK
 CL2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2842_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2842+STABILITY: SURFACE MOTION
 CL2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2842+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1986
 CL2842
 CL2842  HISTORY     - Date     Condition        Report By
 CL2842  HISTORY     - 1985     MONUMENTED       NGS
 CL2842  HISTORY     - 19861106 GOOD
 CL2842
 CL2842                          STATION DESCRIPTION
 CL2842
 CL2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (BMP)
 CL2842'THE STATION IS LOCATED ON THE NORTH SIDE OF IT IS HOPED SOON TO BE
 CL2842'PAVED COUNTY ROAD 88 APPROXIMATELY 3.7 KM (2.3 MI) WEST OF COBBTOWN.
 CL2842'OWNERSHIP--COUNTY ROAD RIGHT OF WAY.
 CL2842'
 CL2842'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 23, 57, 121
 CL2842'AND 152 WITH COUNTY PAVED ROAD 471 IN COBBTOWN, GO NORTH FOR
 CL2842'0.24 KM (0.15 MI) TO A Y JUNCTION WHERE ROUTE 57 BRANCHES LEFT.
 CL2842'BEAR LEFT, NORTH ON ROUTE 57 FOR 1.24 KM (0.75 MI) TO COUNTY ROAD 88
 CL2842'ON THE LEFT.  TURN LEFT, WEST FOR 1.7 KM (1.05 MI) TO COUNTY SAND
 CL2842'ROAD 95 ON THE LEFT AT SOME HOUSES.  CONTINUE AHEAD FOR
 CL2842'1.1 KM (0.65 MI) TO A GREEN CINDERBLOCK HOUSE ON THE LEFT.
 CL2842'CONTINUE AHEAD FOR 0.96 KM (0.6 MI) PASSING A WHITE FENCED LARGE
 CL2842'BRICK HOUSE ON THE RIGHT TO A DESERTED SHACK ON THE RIGHT AND THE
 CL2842'STATION.
 CL2842'
 CL2842'THE STATION IS A STANDARD NGS DISK
 CL2842'STAMPED---COBB 1935 1985---,
 CL2842'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2842'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 CL2842'30.9 METERS (101.3 FT) EAST FROM THE EAST CORNER OF THE CHIMNEY OF
 CL2842'THE DESERTED SHACK,
 CL2842'12.5 METERS (41.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE ROAD,
 CL2842'1.06 METERS (3.6 FT) WEST FROM A FIBERGLASS WITNESS POST AND,
 CL2842'1.04 METERS (3.5 FT) EAST FROM A PIECE OF THE OLD MONUMENT SET
 CL2842'UPRIGHT, 40 CM IN DIAMETER AND PROJECTING 15 CM ABOVE GROUND.
 CL2842'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2842'STAMPED---COBB 1935 1985---,
 CL2842'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CL2842'
 CL2842'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 CL2842'
 CL2842'DESCRIBED BY B. PUTZIGER.
 CL2842
 CL2842                          STATION RECOVERY (1986)
 CL2842
 CL2842'RECOVERED 1986
 CL2842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5136 ***********************************************************************
 AI5136  DESIGNATION -  COBB COUNTY AA
 AI5136  PID         -  AI5136
 AI5136  STATE/COUNTY-  GA/COBB
 AI5136  USGS QUAD   -  KENNESAW (1992)
 AI5136
 AI5136                         *CURRENT SURVEY CONTROL
 AI5136  ___________________________________________________________________
 AI5136* NAD 83(1994)-  34 00 51.02771(N)    084 35 54.70218(W)     ADJUSTED  
 AI5136* NAVD 88     -       308.4    (meters)    1012.     (feet)  GPS OBS   
 AI5136  ___________________________________________________________________
 AI5136  X           -     498,213.954 (meters)                     COMP
 AI5136  Y           -  -5,269,108.615 (meters)                     COMP
 AI5136  Z           -   3,547,905.958 (meters)                     COMP
 AI5136  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AI5136  ELLIP HEIGHT-         278.95  (meters)          (05/11/00) GPS OBS
 AI5136  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AI5136
 AI5136  HORZ ORDER  -  THIRD
 AI5136  ELLP ORDER  -  FOURTH    CLASS I
 AI5136
 AI5136.This mark is at Cobb Co-Mccollum Field Airport (RYY)
 AI5136
 AI5136.The horizontal coordinates were established by GPS observations
 AI5136.and adjusted by the National Geodetic Survey in May 2000..
 AI5136
 AI5136.The orthometric height was determined by GPS observations and a
 AI5136.high-resolution geoid model.
 AI5136
 AI5136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5136
 AI5136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5136
 AI5136.The ellipsoidal height was determined by GPS observations
 AI5136.and is referenced to NAD 83.
 AI5136
 AI5136.The geoid height was determined by GEOID03.
 AI5136
 AI5136;                    North         East     Units Scale Factor Converg.
 AI5136;SPC GA W     -   445,159.879   660,113.022   MT  0.99991961   -0 14 29.7
 AI5136;SPC GA W     - 1,460,495.37  2,165,720.81   sFT  0.99991961   -0 14 29.7
 AI5136;UTM  16      - 3,766,328.232   721,758.344   MT  1.00020625   +1 20 38.1
 AI5136
 AI5136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5136!SPC GA W     -   0.99995621  x   0.99991961  =   0.99987582
 AI5136!UTM  16      -   0.99995621  x   1.00020625  =   1.00016245
 AI5136
 AI5136                          SUPERSEDED SURVEY CONTROL
 AI5136
 AI5136.No superseded survey control is available for this station.
 AI5136
 AI5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2175866328(NAD 83)
 AI5136_MARKER: DD = SURVEY DISK
 AI5136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5136_STAMPING: COBB COUNTY AA
 AI5136_MARK LOGO: GA-067
 AI5136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5136+STABILITY: SURFACE MOTION
 AI5136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5136+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5136
 AI5136  HISTORY     - Date     Condition        Report By
 AI5136  HISTORY     - 1998     MONUMENTED       GA-067
 AI5136
 AI5136                          STATION DESCRIPTION
 AI5136
 AI5136'DESCRIBED BY COBB COUNTY GEORGIA 1998
 AI5136'THE STATION IS LOCATED ON THE COBB COUNTY MCCOLLUM FIELD IN KENNESAW,
 AI5136'GA.  CONTACT AIRPORT MANGER KARL VON HAGEL, 770-528-1615, 1723
 AI5136'MCCOLLUM PARKWAY, BLDG.100 KENNESAW, GA.  30144, IN ADVANCE TO GET
 AI5136'PERMISSION TO ACCESS.TO REACH THE STATION FROM THE INTERSECTION OF
 AI5136'INTERSTATE HWY 75 AND CHASTAIN ROAD, EXIT 117.  GO WEST ON CHASTAIN
 AI5136'ROAD, WHICH BECOMES MCCOLLUM PARKWAY FOR 1.50 MI (2.41 KM) TO THE
 AI5136'FIRST AIRPORT ENTRANCE (ENTRANCE A) TO THE LEFT.  TURN LEFT, SOUTH, ON
 AI5136'KING AIR LANE FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE AND CONTROLL
 AI5136'TOWER.  CONTINUE AHEAD ACROSS RAMP FOR 0.10 MI (0.16 KM) TO THE
 AI5136'STATION IN THE GRASS INFIELD BETWEEN THE RAMP AND THE TAXIWAY. THE
 AI5136'STATION IS A COBB COUNTY SURVEY DISK SET IN A 7 INCH ROUND CONCRETE
 AI5136'MONUMENT.  IT IS STAMPED COBB COUNTY AA AND IS 161.5 FT (49.2 M)
 AI5136'NORTHWEST OF A TAXIWAY LIGHT, 107.10 FT (32.64 M) NORTHEAST OF A
 AI5136'TAXIWAY LIGHT, 107.5 FT (32.8 M) NORTH OF THE EDGE OF THE TAXIWAY AND
 AI5136'25.8 FT (7.9 M) EAST OF A 15.0 FT (4.6 M) TOWER WITH WIND DIRECTIONAL
 AI5136'AND ANIMOMETER ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5137 ***********************************************************************
 AI5137  DESIGNATION -  COBB COUNTY BB
 AI5137  PID         -  AI5137
 AI5137  STATE/COUNTY-  GA/COBB
 AI5137  USGS QUAD   -  KENNESAW (1992)
 AI5137
 AI5137                         *CURRENT SURVEY CONTROL
 AI5137  ___________________________________________________________________
 AI5137* NAD 83(1994)-  34 00 52.67059(N)    084 35 47.22708(W)     ADJUSTED  
 AI5137* NAVD 88     -       306.5    (meters)    1006.     (feet)  GPS OBS   
 AI5137  ___________________________________________________________________
 AI5137  X           -     498,402.090 (meters)                     COMP
 AI5137  Y           -  -5,269,060.763 (meters)                     COMP
 AI5137  Z           -   3,547,946.834 (meters)                     COMP
 AI5137  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AI5137  ELLIP HEIGHT-         277.01  (meters)          (05/11/00) GPS OBS
 AI5137  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AI5137
 AI5137  HORZ ORDER  -  THIRD
 AI5137  ELLP ORDER  -  FOURTH    CLASS I
 AI5137
 AI5137.This mark is at Cobb Co-Mccollum Field Airport (RYY)
 AI5137
 AI5137.The horizontal coordinates were established by GPS observations
 AI5137.and adjusted by the National Geodetic Survey in May 2000..
 AI5137
 AI5137.The orthometric height was determined by GPS observations and a
 AI5137.high-resolution geoid model.
 AI5137
 AI5137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5137
 AI5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5137
 AI5137.The ellipsoidal height was determined by GPS observations
 AI5137.and is referenced to NAD 83.
 AI5137
 AI5137.The geoid height was determined by GEOID03.
 AI5137
 AI5137;                    North         East     Units Scale Factor Converg.
 AI5137;SPC GA W     -   445,209.688   660,305.015   MT  0.99991942   -0 14 25.5
 AI5137;SPC GA W     - 1,460,658.78  2,166,350.70   sFT  0.99991942   -0 14 25.5
 AI5137;UTM  16      - 3,766,383.350   721,948.940   MT  1.00020730   +1 20 42.4
 AI5137
 AI5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5137!SPC GA W     -   0.99995652  x   0.99991942  =   0.99987594
 AI5137!UTM  16      -   0.99995652  x   1.00020730  =   1.00016381
 AI5137
 AI5137                          SUPERSEDED SURVEY CONTROL
 AI5137
 AI5137.No superseded survey control is available for this station.
 AI5137
 AI5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGC2194966383(NAD 83)
 AI5137_MARKER: DD = SURVEY DISK
 AI5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5137_STAMPING: COBB COUNTY BB
 AI5137_MARK LOGO: GA-067
 AI5137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5137+STABILITY: SURFACE MOTION
 AI5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5137+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5137
 AI5137  HISTORY     - Date     Condition        Report By
 AI5137  HISTORY     - 1998     MONUMENTED       GA-067
 AI5137
 AI5137                          STATION DESCRIPTION
 AI5137
 AI5137'DESCRIBED BY COBB COUNTY GEORGIA 1998
 AI5137'THE STATION IS LOCATED ON THE COBB COUNTY MCCOLLUM FIELD IN KENNESAW,
 AI5137'GA.  CONTACT AIRPORT MANGER KARL VON HAGEL, 770-528-1615, 1723
 AI5137'MCCOLLUM PARKWAY, BLDG.100 KENNESAW, GA.  30144, IN ADVANCE TO GET
 AI5137'PERMISSION TO ACCESS.TO REACH THE STATION FROM THE INTERSECTION OF
 AI5137'INTERSTATE HWY 75 AND CHASTAIN ROAD, EXIT 117.  GO WEST ON CHASTAIN
 AI5137'ROAD, WHICH BECOMES MCCOLLUM PARKWAY FOR 1.50 MI (2.41 KM) TO THE
 AI5137'FIRST AIRPORT ENTRANCE (ENTRANCE A) TO THE LEFT.  TURN LEFT, SOUTH, ON
 AI5137'KING AIR LANE FOR 0.2 MI (0.3 KM) TO THE AIRPORT OFFICE AND CONTROLL
 AI5137'TOWER.  CONTINUE AHEAD ACROSS RAMP AND TURN RIGHT EAST ON THE ACESS
 AI5137'ROAD FOR 0.15 MI (0.24 KM) TO A 20FT BY 45FT CHAIN LINK FENCE
 AI5137'SURROUNDING ELECTRONIC EQUIPMENT.  THE STATION ON THE LEFT. THE
 AI5137'STATION IS A COBB COUNTY SURVEY DISK SET IN A 7 INCH ROUND CONCRETE
 AI5137'MONUMENT AND IS STAMPED COBB COUNTY BB.THE STATION IS 50.0 FT (15.2 M)
 AI5137'NORTH OF THE C/L OF THE ACESS ROAD, 38.0 FT (11.6 M) WEST OF A POLE
 AI5137'WITH ELECTRIC METER BOX ON IT, 37.0 FT (11.3 M) WEST OF A GREEN
 AI5137'TRANSFORMER BOX, AND 10.4 FT (3.2 M) NORTH OF THE NORTHWEST CORNER OF
 AI5137'THE CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB1773 ***********************************************************************
 AB1773  DESIGNATION -  COBB ECC
 AB1773  PID         -  AB1773
 AB1773  STATE/COUNTY-  GA/SUMTER
 AB1773  USGS QUAD   -  LESLIE (1973)
 AB1773
 AB1773                         *CURRENT SURVEY CONTROL
 AB1773  ___________________________________________________________________
 AB1773* NAD 83(1994)-  31 59 09.26896(N)    084 00 44.38624(W)     ADJUSTED  
 AB1773* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AB1773  ___________________________________________________________________
 AB1773  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB1773  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AB1773
 AB1773  HORZ ORDER  -  THIRD
 AB1773
 AB1773.The horizontal coordinates were established by classical geodetic methods
 AB1773.and adjusted by the National Geodetic Survey in September 1997..
 AB1773
 AB1773.The orthometric height was scaled from a topographic map.
 AB1773
 AB1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1773
 AB1773.The geoid height was determined by GEOID03.
 AB1773
 AB1773;                    North         East     Units Scale Factor Converg.
 AB1773;SPC GA W     -   220,164.814   714,584.582   MT  0.99990262   +0 04 54.3
 AB1773;SPC GA W     -   722,324.06  2,344,432.92   sFT  0.99990262   +0 04 54.3
 AB1773;UTM  16      - 3,542,774.690   782,301.155   MT  1.00058296   +1 35 01.1
 AB1773;UTM  17      - 3,542,839.400   215,367.901   MT  1.00059926   -1 35 48.3
 AB1773
 AB1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1773!SPC GA W     -   0.99998830  x   0.99990262  =   0.99989092
 AB1773!UTM  16      -   0.99998830  x   1.00058296  =   1.00057126
 AB1773!UTM  17      -   0.99998830  x   1.00059926  =   1.00058756
 AB1773
 AB1773                          SUPERSEDED SURVEY CONTROL
 AB1773
 AB1773  NAD 83(1986)-  31 59 09.26341(N)    084 00 44.38868(W) AD(       ) 4
 AB1773
 AB1773.Superseded values are not recommended for survey control.
 AB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1773.See file dsdata.txt to determine how the superseded data were derived.
 AB1773
 AB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGA8230142775(NAD 83)
 AB1773_MARKER: B = BOLT
 AB1773_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AB1773_MARK LOGO: NGS   
 AB1773_MAGNETIC: I = MARKER IS A STEEL ROD
 AB1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1773+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB1773
 AB1773  HISTORY     - Date     Condition        Report By
 AB1773  HISTORY     - 1991     MONUMENTED       NGS
 AB1773
 AB1773                          STATION DESCRIPTION
 AB1773
 AB1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (JRO)
 AB1773'STATION IS 10 MILESWEST OF CORDELE AND 16 MILESSE OF AMERICUS ON
 AB1773'PROPERTY OF UNKNOWN OWNERSHIP--EITHER COUNTY RIGHT OF WAY OR PRIVATE.
 AB1773'SAM WATSON OF WILLIAMS REALTY, WARNER ROBBINS, 912-929-5504, MAY KNOW.
 AB1773'TO REACH FROM CORDELE, JUNCTION OF US HWYS 280 AND 41, LOCALLY 16TH
 AB1773'AVE AND 7TH ST, GO WEST 14.7 MILESON US 280 TO COBB-CHEEK ROAD ON
 AB1773'RIGHT JUST PAST A GREENHOUSE AND SMALL STORE IN COBB.  ALONG THE WAY
 AB1773'AT 11.6 MILESPASS WEST END OF BRIDGE OVER FLINT RIVER AND SUMTER-CRISP
 AB1773'COUNTY LINE.  TURN RIGHT, NORTH, ON COBB-CHEEK RD AND FOLLOW 2.5
 AB1773'MILESTO THE MARK ON THE LEFT AT TOP OF A SMALL RISE. ALONG THE WAY AT
 AB1773'0.8 MILEROAD TURNS LEFT, NW, AND AT 1.45 MILETHERE IS A STOP SIGN AND
 AB1773'ROAD CHANGES FROM ASPHALT TO DIRT.  THE ONLY PROMINENT FEATURE IN THE
 AB1773'AREA IS A TELEPHONE POLE WITH TRANSFORMER, METER, AND SIGN
 AB1773'SAYING--POSTED KEEP OUT SKULL ORCHARD HUNTING CLUB. MARK IS 43.5 FT
 AB1773'(13.3 M) NNE OF THE POLE, 27.0 FT (8.2 M) SOUTH OF CENTER OF THE ROAD,
 AB1773'10.5 FT (3.2 M) EAST OF A LINE THROUGH THE POLE PERPENDICULAR TO THE
 AB1773'ROAD, 13.56 FT (4.13 M) EAST OF COBB 2, 5.51 FT (1.68 M) NE OF COBB
 AB1773'1935.  MARK IS A RAILROAD SPIKE, TEMPORARY PT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1262 ***********************************************************************
 DF1262  DESIGNATION -  COBBHAM
 DF1262  PID         -  DF1262
 DF1262  STATE/COUNTY-  GA/MCDUFFIE
 DF1262  USGS QUAD   -  WINFIELD (1979)
 DF1262
 DF1262                         *CURRENT SURVEY CONTROL
 DF1262  ___________________________________________________________________
 DF1262* NAD 83(1994)-  33 32 29.06128(N)    082 26 03.01489(W)     ADJUSTED  
 DF1262* NAVD 88     -       182.17   (+/-2cm)     597.7    (feet)  VERTCON   
 DF1262  ___________________________________________________________________
 DF1262  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF1262  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1262
 DF1262  HORZ ORDER  -  FIRST
 DF1262  VERT ORDER  -  THIRD ? (See Below)
 DF1262
 DF1262.The horizontal coordinates were established by classical geodetic methods
 DF1262.and adjusted by the National Geodetic Survey in September 1997..
 DF1262
 DF1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1262.The vertical order pertains to the NGVD 29 superseded value.
 DF1262
 DF1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1262
 DF1262.The geoid height was determined by GEOID03.
 DF1262
 DF1262;                    North         East     Units Scale Factor Converg.
 DF1262;SPC GA E     -   392,674.365   175,157.125   MT  0.99990761   -0 08 52.1
 DF1262;SPC GA E     - 1,288,299.15    574,661.33   sFT  0.99990761   -0 08 52.1
 DF1262;UTM  17      - 3,712,230.796   366,844.506   MT  0.99981859   -0 47 33.2
 DF1262
 DF1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1262!SPC GA E     -   0.99997595  x   0.99990761  =   0.99988357
 DF1262!UTM  17      -   0.99997595  x   0.99981859  =   0.99979455
 DF1262
 DF1262|---------------------------------------------------------------------|
 DF1262| PID    Reference Object                     Distance      Geod. Az  |
 DF1262|                                                           dddmmss.s |
 DF1262| DF3023 COBBHAM RM 1                         21.642 METERS 15632     |
 DF1262| DF1622 THOMSON E MUN TANK                  APPROX.10.2 KM 2073135.2 |
 DF1262| DF1625 THOMSON SLACKS CO TANK              APPROX. 9.8 KM 2104650.1 |
 DF1262| DF1263 9 WHO                                28.417 METERS 21218     |
 DF1262| DF1621 THOMSON ATT MICROWAVE               APPROX. 6.2 KM 2182952.1 |
 DF1262| DF1638 THOMSON LUMPKIN ST MUN TANK         APPROX.10.8 KM 2211147.6 |
 DF1262| DF1639 THOMSON RAD STA WTHO MAST           APPROX.10.9 KM 2251133.0 |
 DF1262| DF1637 THOMSON GA DEPT HEALTH RAD TWR      APPROX. 8.0 KM 2341431.9 |
 DF1262| DF1861 THOMSON KINGSLEY MILL TANK          APPROX. 6.7 KM 2552711.6 |
 DF1262| DF1269 COBBHAM 1976 AZ MK                  APPROX. 0.6 KM 3422624.0 |
 DF1262| DF1268 COBBHAM 1976 AZ MK PTA              APPROX. 0.6 KM 3430334.7 |
 DF1262|---------------------------------------------------------------------|
 DF1262
 DF1262                          SUPERSEDED SURVEY CONTROL
 DF1262
 DF1262  NAD 83(1986)-  33 32 29.06629(N)    082 26 03.01122(W) AD(       ) 1
 DF1262  NAD 27      -  33 32 28.57960(N)    082 26 03.55631(W) AD(       ) 1
 DF1262  NGVD 29 (07/19/86)  182.36   (m)          598.3    (f) LEVELING    3  
 DF1262
 DF1262.Superseded values are not recommended for survey control.
 DF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1262.See file dsdata.txt to determine how the superseded data were derived.
 DF1262
 DF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6684512231(NAD 83)
 DF1262_MARKER: DS = TRIANGULATION STATION DISK
 DF1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DF1262_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF1262+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 DF1262
 DF1262  HISTORY     - Date     Condition        Report By
 DF1262  HISTORY     - 1976     MONUMENTED       NGS
 DF1262  HISTORY     - 1980     GOOD             GADT
 DF1262  HISTORY     - 20010801 GOOD             GADT
 DF1262
 DF1262                          STATION DESCRIPTION
 DF1262
 DF1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1262'THE STATION IS LOCATED 6-3/4 MILES WEST OF
 DF1262'APPLING, 6-1/2 MILES NORTHEAST OF THOMSON, 4-3/4 MILES
 DF1262'SOUTH-SOUTHWEST OF THE SMALL COMMUNITY OF WINFIELD AND ON
 DF1262'THE ROAD RIGHT-OF-WAY.
 DF1262'
 DF1262'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 DF1262'20 AND U.S. HIGHWAY 78 ABOUT 2 MILES
 DF1262'NORTH OF THOMSON GO EAST ON INTERSTATE 20 FOR 3.3 MILES
 DF1262'TO STATE ROUTE 150 EXIT.  TAKE THIS EXIT AND GO NORTH
 DF1262'ON HIGHWAY 150 FOR 2.45 MILES TO THE STATION ON
 DF1262'THE RIGHT AS DESCRIBED.
 DF1262'TO REACH THE AZIMUTH MARK FROM HERE CONTINUE NORTH ON
 DF1262'U.S. HIGHWAY 150 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 DF1262'
 DF1262'THE STATION MARKS ARE STANDARD DISKS STAMPED---COBBHAM 1976---.
 DF1262'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DF1262'CONCRETE MONUMENT WHICH
 DF1262'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 DF1262'EAST-NORTHEAST OF THE CENTER OF U. S. HIGHWAY 150, 20 FEET
 DF1262'NORTHWEST OF AN 8 INCH TREE AND 10 FEET WEST-SOUTHWEST OF A
 DF1262'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DF1262'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DF1262'
 DF1262'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK
 DF1262'STAMPED---COBBHAM NO 1 1976---, IS SET IN THE
 DF1262'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DF1262'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 DF1262'EAST-NORTHEAST OF THE CENTER OF HIGHWAY 150, 15 FEET
 DF1262'SOUTH-SOUTHEAST
 DF1262'OF A FENCE CORNER, 2 FEET WEST-SOUTHWEST OF A FENCE AND
 DF1262'1.3 FEET WEST-SOUTHWEST OF A WITNESS POST.
 DF1262'
 DF1262'REFERENCE MARK 2, A (U.S.G.S. BENCH MARK DISK)
 DF1262'STAMPED---9 WHO 1971 596---, IS SET IN THE
 DF1262'TOP OF A 5 INCH BY 5 INCH CONCRETE POST WHICH PROJECTS
 DF1262'1 INCH ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 DF1262'WEST-SOUTHWEST
 DF1262'OF THE CENTER OF HIGHWAY 150, 2 FEET SOUTH-SOUTHEAST OF A
 DF1262'FENCE CORNER AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 DF1262'
 DF1262'THE AZIMUTH MARK , A STANDARD REFERENCE MARK DISK
 DF1262'STAMPED---COBBHAM AZ 1976---, IS SET IN THE
 DF1262'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1262'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 87.6
 DF1262'FEET NORTH-NORTHWEST OF A FENCE CORNER, 61 FEET WEST OF THE
 DF1262'CENTER OF THE HIGHWAY AND 2.5 FEET SOUTH-SOUTHWEST
 DF1262'OF A WITNESS POST AND UTILITY POLE.
 DF1262'
 DF1262'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
 DF1262
 DF1262                          STATION RECOVERY (1980)
 DF1262
 DF1262'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1262'THE STATION MARK, REFERENCE MARK 1, BM WHO USGS 1976, AND THE
 DF1262'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 DF1262'AND DIRECTIONS TO ALL MARKS WERE FOUND TO BE CORRECT EXCEPT THE
 DF1262'DISTANCE FROM THE REFERENCE MARK 1 TO THE CENTER OF U.S. HIGHWAY
 DF1262'150 AND THE FENCE CORNER WERE FOUND TO BE 2 FEET SHORTER, AND THE
 DF1262'DISTANCE FROM BM 9 WHO USGS TO THE CENTER OF U.S. HIGHWAY 150 WAS
 DF1262'FOUND TO BE 2 FEET SHORTER.
 DF1262
 DF1262                          STATION RECOVERY (2001)
 DF1262
 DF1262'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 DF1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF1269 ***********************************************************************
 DF1269  DESIGNATION -  COBBHAM 1976 AZ MK
 DF1269  PID         -  DF1269
 DF1269  STATE/COUNTY-  GA/MCDUFFIE
 DF1269  USGS QUAD   -  WINFIELD (1979)
 DF1269
 DF1269                         *CURRENT SURVEY CONTROL
 DF1269  ___________________________________________________________________
 DF1269* NAD 83(1994)-  33 32 46.57972(N)    082 26 09.63553(W)     ADJUSTED  
 DF1269* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 DF1269  ___________________________________________________________________
 DF1269  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF1269  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DF1269
 DF1269  HORZ ORDER  -  SECOND
 DF1269
 DF1269.The horizontal coordinates were established by classical geodetic methods
 DF1269.and adjusted by the National Geodetic Survey in September 1997..
 DF1269
 DF1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF1269
 DF1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF1269
 DF1269.The geoid height was determined by GEOID03.
 DF1269
 DF1269;                    North         East     Units Scale Factor Converg.
 DF1269;SPC GA E     -   393,214.489   174,987.734   MT  0.99990771   -0 08 55.8
 DF1269;SPC GA E     - 1,290,071.20    574,105.59   sFT  0.99990771   -0 08 55.8
 DF1269;UTM  17      - 3,712,772.745   366,681.218   MT  0.99981913   -0 47 37.2
 DF1269
 DF1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF1269!SPC GA E     -   0.99997618  x   0.99990771  =   0.99988390
 DF1269!UTM  17      -   0.99997618  x   0.99981913  =   0.99979532
 DF1269
 DF1269|---------------------------------------------------------------------|
 DF1269| PID    Reference Object                     Distance      Geod. Az  |
 DF1269|                                                           dddmmss.s |
 DF1269| DF1268 COBBHAM 1976 AZ MK PTA                8.501 METERS 11659     |
 DF1269| DF1262 COBBHAM                             APPROX. 0.6 KM 1622620.3 |
 DF1269|---------------------------------------------------------------------|
 DF1269
 DF1269                          SUPERSEDED SURVEY CONTROL
 DF1269
 DF1269  NAD 83(1986)-  33 32 46.58474(N)    082 26 09.63183(W) AD(       ) 2
 DF1269  NAD 27      -  33 32 46.09833(N)    082 26 10.17677(W) AD(       ) 2
 DF1269  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 DF1269
 DF1269.Superseded values are not recommended for survey control.
 DF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF1269.See file dsdata.txt to determine how the superseded data were derived.
 DF1269
 DF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLT6668112773(NAD 83)
 DF1269_MARKER: DS = TRIANGULATION STATION DISK
 DF1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF1269_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF1269+STABILITY: SURFACE MOTION
 DF1269
 DF1269  HISTORY     - Date     Condition        Report By
 DF1269  HISTORY     - 1976     MONUMENTED       NGS
 DF1269  HISTORY     - 1980     GOOD             GADT
 DF1269
 DF1269                          STATION DESCRIPTION
 DF1269
 DF1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HRR)
 DF1269'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DF1269'COBBHAM USING ELECTRONIC DISTANCE EQUIPMENT.
 DF1269'
 DF1269'THE AZIMUTH MARK , A STANDARD REFERENCE MARK DISK
 DF1269'STAMPED---COBBHAM AZ 1976---, IS SET IN THE
 DF1269'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DF1269'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 87.6
 DF1269'FEET NORTH-NORTHWEST OF A FENCE CORNER, 61 FEET WEST OF THE
 DF1269'CENTER OF THE HIGHWAY AND 2.5 FEET SOUTH-SOUTHWEST
 DF1269'OF A WITNESS POST AND UTILITY POLE.
 DF1269
 DF1269                          STATION RECOVERY (1980)
 DF1269
 DF1269'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 1980 (MJH)
 DF1269'THE STATION WAS RECOVERED IN GOOD CONDITION, AND THE DISTANCE AND
 DF1269'DIRECTIONS CHECKED WITH THE 1976 DATA AS DESCRIBED BY S.D.
 DF1269'DILLON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2444 ***********************************************************************
 CL2444  DESIGNATION -  COCA
 CL2444  PID         -  CL2444
 CL2444  STATE/COUNTY-  GA/TWIGGS
 CL2444  USGS QUAD   -  DRY BRANCH (1985)
 CL2444
 CL2444                         *CURRENT SURVEY CONTROL
 CL2444  ___________________________________________________________________
 CL2444* NAD 83(1994)-  32 46 51.93841(N)    083 29 11.50217(W)     ADJUSTED  
 CL2444* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 CL2444  ___________________________________________________________________
 CL2444  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CL2444  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CL2444
 CL2444  HORZ ORDER  -  FIRST
 CL2444
 CL2444.The horizontal coordinates were established by classical geodetic methods
 CL2444.and adjusted by the National Geodetic Survey in September 1997..
 CL2444
 CL2444.The orthometric height was scaled from a topographic map.
 CL2444
 CL2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2444
 CL2444.The geoid height was determined by GEOID03.
 CL2444
 CL2444;                    North         East     Units Scale Factor Converg.
 CL2444;SPC GA W     -   308,531.333   763,711.857   MT  0.99995004   +0 22 05.7
 CL2444;SPC GA W     - 1,012,239.88  2,505,611.32   sFT  0.99995004   +0 22 05.7
 CL2444;UTM  17      - 3,629,756.517   267,116.496   MT  1.00026879   -1 20 48.8
 CL2444
 CL2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2444!SPC GA W     -   0.99998091  x   0.99995004  =   0.99993095
 CL2444!UTM  17      -   0.99998091  x   1.00026879  =   1.00024969
 CL2444
 CL2444:                Primary Azimuth Mark                     Grid Az
 CL2444:SPC GA W     -  POE=A 25                                 144 23 54.9
 CL2444:UTM  17      -  POE=A 25                                 146 06 49.4
 CL2444
 CL2444|---------------------------------------------------------------------|
 CL2444| PID    Reference Object                     Distance      Geod. Az  |
 CL2444|                                                           dddmmss.s |
 CL2444| CL0498 POE=A 25                            APPROX. 0.6 KM 1444600.6 |
 CL2444| CL1370 SPECK=Y 24                          APPROX. 1.1 KM 3272604.6 |
 CL2444| CL3041 COCA RM                                            32736     |
 CL2444|---------------------------------------------------------------------|
 CL2444
 CL2444                          SUPERSEDED SURVEY CONTROL
 CL2444
 CL2444  NAD 83(1986)-  32 46 51.94059(N)    083 29 11.50238(W) AD(       ) 1
 CL2444  NAD 27      -  32 46 51.43700(N)    083 29 11.86000(W) AD(       ) 1
 CL2444
 CL2444.Superseded values are not recommended for survey control.
 CL2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2444.See file dsdata.txt to determine how the superseded data were derived.
 CL2444
 CL2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKS6711629757(NAD 83)
 CL2444_MARKER: DS = TRIANGULATION STATION DISK
 CL2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2444
 CL2444  HISTORY     - Date     Condition        Report By
 CL2444  HISTORY     - 1918     MONUMENTED       CGS
 CL2444  HISTORY     - 1922     GOOD             CGS
 CL2444  HISTORY     - 1949     MARK NOT FOUND   CGS
 CL2444  HISTORY     - 19550720 MARK NOT FOUND   USGS
 CL2444
 CL2444                          STATION DESCRIPTION
 CL2444
 CL2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL2444'AT WINTHROP, ON THE MACON, DUBLIN AND SAVANNAH RAILWAY.  320
 CL2444'METERS (1050 FEET) EAST-SOUTHEAST OF DEPOT.  7.3 METERS (24.0
 CL2444'FEET) NORTH OF CENTER LINE OF MAIN WAGON ROAD.  60 METERS (197
 CL2444'FEET) WEST OF AN OLD CABIN.  165 METERS (541 FEET) FROM RAILROAD
 CL2444'TRACK.  REFERENCE MARK IS ON
 CL2444'SAME WAGON ROAD, AND 10.997 METERS (36.08 FEET) FROM STATION IN
 CL2444'GRID AZIMUTH 147 DEG 14 MIN.
 CL2444
 CL2444                          STATION RECOVERY (1949)
 CL2444
 CL2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 CL2444'THE LOCATION IS THE TOP OF A HILL ABOUT 1.5 MILES SE OF DRY
 CL2444'BRANCH AND ON THE INSIDE OF A LONG CURVE IN THE MACON, DUBLIN
 CL2444'AND SAVANNAH RAILROAD.  THE RAILROAD DEPOT AT WINTHROP AND THE
 CL2444'CABIN MENTIONED IN THE ORIGINAL DESCRIPTION ARE NOW REMOVED
 CL2444'WITHOUT A TRACE OF THEM.
 CL2444'
 CL2444'ONLY A VICINITY VISUAL SEARCH WAS FEASIBLE AND THIS FAILED
 CL2444'TO FIND ANY EVIDENCE OF EITHER THE STATION OR THE REFERENCE
 CL2444'MARK.
 CL2444
 CL2444                          STATION RECOVERY (1955)
 CL2444
 CL2444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (CRM)
 CL2444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2875 ***********************************************************************
 CL2875  PACS        -  This is a Primary Airport Control Station.
 CL2875  DESIGNATION -  COCHRAN
 CL2875  PID         -  CL2875
 CL2875  STATE/COUNTY-  GA/BLECKLEY
 CL2875  USGS QUAD   -  COCHRAN (1974)
 CL2875
 CL2875                         *CURRENT SURVEY CONTROL
 CL2875  ___________________________________________________________________
 CL2875* NAD 83(1994)-  32 24 02.75656(N)    083 16 31.79617(W)     ADJUSTED  
 CL2875* NAVD 88     -       105.02   (meters)     344.6    (feet)  GPS OBS   
 CL2875  ___________________________________________________________________
 CL2875  X           -     631,196.105 (meters)                     COMP
 CL2875  Y           -  -5,353,359.182 (meters)                     COMP
 CL2875  Z           -   3,398,078.398 (meters)                     COMP
 CL2875  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CL2875  ELLIP HEIGHT-          77.44  (meters)          (09/21/99) GPS OBS
 CL2875  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CL2875
 CL2875  HORZ ORDER  -  A
 CL2875  ELLP ORDER  -  THIRD     CLASS I
 CL2875
 CL2875.This mark is at Cochran Airport (48A)
 CL2875
 CL2875.The horizontal coordinates were established by GPS observations
 CL2875.and adjusted by the National Geodetic Survey in September 1999..
 CL2875
 CL2875.The orthometric height was determined by GPS observations and a
 CL2875.high-resolution geoid model.
 CL2875
 CL2875.GPS derived orthometric heights for airport stations designated as
 CL2875.PACS or SACS are published to 2 decimal places.  This maintains
 CL2875.centimeter relative accuracy between the PACS and SACS.  It does
 CL2875.not indicate centimeter accuracy relative to other marks which are
 CL2875.part of the NAVD 88 network.
 CL2875
 CL2875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2875
 CL2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2875
 CL2875.The ellipsoidal height was determined by GPS observations
 CL2875.and is referenced to NAD 83.
 CL2875
 CL2875.The geoid height was determined by GEOID03.
 CL2875
 CL2875;                    North         East     Units Scale Factor Converg.
 CL2875;SPC GA W     -   266,502.825   783,833.963   MT  0.99998664   +0 28 39.2
 CL2875;SPC GA W     -   874,351.35  2,571,628.59   sFT  0.99998664   +0 28 39.2
 CL2875;SPC GA E     -   266,694.350    95,688.901   MT  1.00003414   -0 35 39.1
 CL2875;SPC GA E     -   874,979.71    313,939.34   sFT  1.00003414   -0 35 39.1
 CL2875;UTM  17      - 3,587,136.915   285,982.970   MT  1.00016486   -1 13 11.1
 CL2875
 CL2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2875!SPC GA W     -   0.99998784  x   0.99998664  =   0.99997448
 CL2875!SPC GA E     -   0.99998784  x   1.00003414  =   1.00002198
 CL2875!UTM  17      -   0.99998784  x   1.00016486  =   1.00015270
 CL2875
 CL2875|---------------------------------------------------------------------|
 CL2875| PID    Reference Object                     Distance      Geod. Az  |
 CL2875|                                                           dddmmss.s |
 CL2875| AI5182 48A A                               391.492 METERS 06227     |
 CL2875| CL2878 COCHRAN AZ MK                       APPROX. 0.7 KM 2182430.5 |
 CL2875|---------------------------------------------------------------------|
 CL2875
 CL2875                          SUPERSEDED SURVEY CONTROL
 CL2875
 CL2875  NAD 83(1994)-  32 24 02.75011(N)    083 16 31.78655(W) AD(       ) 3
 CL2875  ELLIP H (09/03/97)   77.37   (m)                       GP(       ) 4 2
 CL2875  NAD 83(1986)-  32 24 02.75684(N)    083 16 31.77864(W) AD(       ) 3
 CL2875  NGVD 29 (09/27/88)  105.0    (m)          344.     (f) GPS OBS        
 CL2875
 CL2875.Superseded values are not recommended for survey control.
 CL2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2875.See file dsdata.txt to determine how the superseded data were derived.
 CL2875
 CL2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR8598387137(NAD 83)
 CL2875_MARKER: DS = TRIANGULATION STATION DISK
 CL2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2875_STAMPING: COCHRAN 1985
 CL2875_MARK LOGO: NGS   
 CL2875_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2875+STABILITY: SURFACE MOTION
 CL2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2875+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 CL2875
 CL2875  HISTORY     - Date     Condition        Report By
 CL2875  HISTORY     - 1985     MONUMENTED       NGS
 CL2875  HISTORY     - 19980407 GOOD             NGS
 CL2875  HISTORY     - 19980909 GOOD             NGS
 CL2875  HISTORY     - 20030515 GOOD             GADT
 CL2875  HISTORY     - 20041117 GOOD             GADT
 CL2875  HISTORY     - 20060717 GOOD             GADT
 CL2875
 CL2875                          STATION DESCRIPTION
 CL2875
 CL2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (AJL)
 CL2875'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHEAST OF COCHRAN,
 CL2875'1 KM (0.6 MI) NORTH OF STATE HIGHWAY 126, AT THE COCHRAN AIRPORT,
 CL2875'AT THE WINDSOCK, ABOUT 85 METERS WEST OF, AND 5 METERS HIGHER THAN
 CL2875'THE RUNWAY.
 CL2875'OWNERSHIP--CITY OF COCHRAN, C/O AIRPORT MANAGER H.D.CURTIS, CITY
 CL2875'HALL, P.O. BOX 8, COCHRAN GA 31014.  PHONE (912) 934-2137.
 CL2875'
 CL2875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 BUSINESS
 CL2875'AND STATE HIGHWAYS 26 AND 87 BUSINESS IN COCHRAN, GO
 CL2875'NORTH FOR 1.8 KM (1.1 MI) ON HIGHWAY 26 TO A ROAD RIGHT.
 CL2875'TURN RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON STATE HIGHWAY 126 TO
 CL2875'THE JUNCTION WITH HIGHWAYS 23 AND 87 BYPASS.
 CL2875'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 4.7 KM (2.9 MI) ON HIGHWAY
 CL2875'126 TO THE AIRPORT ENTRANCE ON THE LEFT.
 CL2875'TURN LEFT AND GO NORTHEAST FOR 0.6 KM (0.35 MI) ON PAVED ROAD TO
 CL2875'AIRPORT BUILDING.  BEAR RIGHT ACROSS APRON FOR 0.1 KM (0.05 MI) TO
 CL2875'THE RUNWAY.  TURN LEFT AND GO NORTHWEST ALONG RUNWAY FOR 0.3 KM
 CL2875'(0.2 MI) TO THE STATION ON THE LEFT.
 CL2875'
 CL2875'THE STATION IS A STANDARD NGS DISK
 CL2875'STAMPED---COCHRAN 1985---,
 CL2875'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2875'25 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 CL2875'9.1 METERS (29.9 FT) EAST FROM THE WINDSOCK,
 CL2875'18 METERS (59 FT) SOUTHEAST FROM A FIELD EDGE,
 CL2875'0.9 METERS (3.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST, AND
 CL2875'2.8 METERS (9.2 FT) WEST FROM AN 8-CM CHISELED SQUARE IN CENTER OF
 CL2875'A CONCRETE PAD (ONE IN A RING AROUND THE WINDSOCK).
 CL2875'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2875'STAMPED---COCHRAN 1985---,
 CL2875'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CL2875'
 CL2875'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 CL2875
 CL2875                          STATION RECOVERY (1998)
 CL2875
 CL2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 CL2875'RECOVERED AS DESCRIBED.
 CL2875
 CL2875                          STATION RECOVERY (1998)
 CL2875
 CL2875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 CL2875'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS) . THE
 CL2875'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF COCHRAN, 1 KM
 CL2875'(0.60 MI) NORTH OF STATE HIGHWAY 126, AT THE COCHRAN AIRPORT, AT THE
 CL2875'WINDSOCK, ABOUT 85 METERS (278.9 FT) WEST OF, AND 5 METERS (16.4 FT)
 CL2875'HIGHER THAN THE RUNWAY.  OWNERSHIP--CITY OF COCHRAN, C/O AIRPORT
 CL2875'MANAGER H.D.CURTIS, CITY HALL, P.O.  BOX 8, COCHRAN GA 31014.  PHONE
 CL2875'(912) 934-2137.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CL2875'HIGHWAY 23 BUSINESS AND STATE HIGHWAYS 26 AND 87 BUSINESS IN COCHRAN,
 CL2875'GO NORTH FOR 1.8 KM (1.10 MI) ON HIGHWAY 26 TO A ROAD RIGHT.  TURN
 CL2875'RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON STATE HIGHWAY 126 TO THE
 CL2875'JUNCTION WITH HIGHWAYS 23 AND 87 BYPASS.  CONTINUE STRAIGHT AHEAD AND
 CL2875'GO EAST FOR 4.7 KM (2.90 MI) ON HIGHWAY 126 TO THE AIRPORT ENTRANCE ON
 CL2875'THE LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.6 KM (0.35 MI) ON PAVED
 CL2875'ROAD TO AIRPORT BUILDING.  BEAR RIGHT ACROSS APRON FOR 0.1 KM (0.05
 CL2875'MI) TO THE RUNWAY.  TURN LEFT AND GO NORTHWEST ALONG RUNWAY FOR 0.3 KM
 CL2875'(0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS
 CL2875'DISK STAMPED---COCHRAN 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 CL2875'MONUMENT 25 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED 9.1
 CL2875'METERS (29.9 FT) EAST FROM THE WINDSOCK, 18 METERS (59.1 FT) SOUTHEAST
 CL2875'FROM A FIELD EDGE, 0.9 METERS (3.0 FT) SOUTHEAST FROM A FIBERGLASS
 CL2875'WITNESS POST, AND 2.8 METERS (9.2 FT) WEST FROM AN 8-CM CHISELED
 CL2875'SQUARE IN CENTER OF A CONCRETE PAD (ONE IN A RING AROUND THE WINDSOCK)
 CL2875'.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---COCHRAN
 CL2875'1985---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT)
 CL2875'BELOW THE SURFACE.  DESCRIBED BY G.R. HEID, TYPED BY R.L.  ZURFLUH.
 CL2875
 CL2875                          STATION RECOVERY (2003)
 CL2875
 CL2875'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CL2875'RECOVERED IN GOOD CONDITION.
 CL2875
 CL2875                          STATION RECOVERY (2004)
 CL2875
 CL2875'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2004
 CL2875'INSTEAD OF 3 FEET SOUTHEAST OF A FIBERGLASS WITNESS POST, THE MARKER
 CL2875'WAS FOUND 0.4 FEET SOUTH OF A WITNESS POST.
 CL2875
 CL2875                          STATION RECOVERY (2006)
 CL2875
 CL2875'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 CL2875'THIS MARK MAY BE DESTROYED IN THE NEAR FUTURE. THE ALIGNMENT STAKES
 CL2875'FOR A NEW RUNWAY ARE GOING TO BE PLACED WITHIN 25 FEET OF THE MARK.
 CL2875''FUTURE SITE OF MAYOR CHARLES D. KILLEBREW RUNWAY'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL2878 ***********************************************************************
 CL2878  DESIGNATION -  COCHRAN AZ MK
 CL2878  PID         -  CL2878
 CL2878  STATE/COUNTY-  GA/BLECKLEY
 CL2878  USGS QUAD   -  COCHRAN (1974)
 CL2878
 CL2878                         *CURRENT SURVEY CONTROL
 CL2878  ___________________________________________________________________
 CL2878* NAD 83(1994)-  32 23 44.38887(N)    083 16 48.95999(W)     ADJUSTED  
 CL2878* NAVD 88     -        97.6    (meters)     320.     (feet)  GPS OBS   
 CL2878  ___________________________________________________________________
 CL2878  X           -     630,785.381 (meters)                     COMP
 CL2878  Y           -  -5,353,706.581 (meters)                     COMP
 CL2878  Z           -   3,397,596.717 (meters)                     COMP
 CL2878  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CL2878  ELLIP HEIGHT-          70.07  (meters)          (04/24/00) GPS OBS
 CL2878  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CL2878
 CL2878  HORZ ORDER  -  FIRST
 CL2878  ELLP ORDER  -  FOURTH    CLASS I
 CL2878
 CL2878.This mark is at Cochran Airport (48A)
 CL2878
 CL2878.The horizontal coordinates were established by GPS observations
 CL2878.and adjusted by the National Geodetic Survey in April 2000..
 CL2878
 CL2878.The orthometric height was determined by GPS observations and a
 CL2878.high-resolution geoid model.
 CL2878
 CL2878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL2878
 CL2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL2878
 CL2878.The ellipsoidal height was determined by GPS observations
 CL2878.and is referenced to NAD 83.
 CL2878
 CL2878.The geoid height was determined by GEOID03.
 CL2878
 CL2878;                    North         East     Units Scale Factor Converg.
 CL2878;SPC GA W     -   265,933.329   783,390.128   MT  0.99998573   +0 28 29.7
 CL2878;SPC GA W     -   872,482.93  2,570,172.44   sFT  0.99998573   +0 28 29.7
 CL2878;SPC GA E     -   266,133.227    95,234.470   MT  1.00003531   -0 35 48.0
 CL2878;SPC GA E     -   873,138.76    312,448.42   sFT  1.00003531   -0 35 48.0
 CL2878;UTM  17      - 3,586,580.714   285,522.380   MT  1.00016729   -1 13 19.7
 CL2878
 CL2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL2878!SPC GA W     -   0.99998900  x   0.99998573  =   0.99997473
 CL2878!SPC GA E     -   0.99998900  x   1.00003531  =   1.00002431
 CL2878!UTM  17      -   0.99998900  x   1.00016729  =   1.00015629
 CL2878
 CL2878:                Primary Azimuth Mark                     Grid Az
 CL2878:SPC GA W     -  COCHRAN                                  037 55 51.6
 CL2878:SPC GA E     -  COCHRAN                                  039 00 09.3
 CL2878:UTM  17      -  COCHRAN                                  039 37 41.0
 CL2878
 CL2878|---------------------------------------------------------------------|
 CL2878| PID    Reference Object                     Distance      Geod. Az  |
 CL2878|                                                           dddmmss.s |
 CL2878| CL2875 COCHRAN                             APPROX. 0.7 KM 0382421.3 |
 CL2878|---------------------------------------------------------------------|
 CL2878
 CL2878                          SUPERSEDED SURVEY CONTROL
 CL2878
 CL2878  NAD 83(1994)-  32 23 44.38699(N)    083 16 48.95376(W) AD(       ) 3
 CL2878  ELLIP H (09/03/97)   70.12   (m)                       GP(       ) 4 2
 CL2878  NAD 83(1986)-  32 23 44.39000(N)    083 16 48.94616(W) AD(       ) 3
 CL2878  NGVD 29 (09/27/88)   97.9    (m)          321.     (f) GPS OBS        
 CL2878
 CL2878.Superseded values are not recommended for survey control.
 CL2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL2878.See file dsdata.txt to determine how the superseded data were derived.
 CL2878
 CL2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR8552286581(NAD 83)
 CL2878_MARKER: DZ = AZIMUTH MARK DISK
 CL2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CL2878_STAMPING: COCHRAN 1985
 CL2878_MARK LOGO: NGS   
 CL2878_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL2878+STABILITY: SURFACE MOTION
 CL2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL2878+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 CL2878
 CL2878  HISTORY     - Date     Condition        Report By
 CL2878  HISTORY     - 1985     MONUMENTED       NGS
 CL2878  HISTORY     - 19980909 GOOD             NGS
 CL2878
 CL2878                          STATION DESCRIPTION
 CL2878
 CL2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (AJL)
 CL2878'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHEAST OF COCHRAN,
 CL2878'0.2 KM (0.1 MI) NORTH OF STATE HIGHWAY 126, NEAR THE SOUTH END OF
 CL2878'THE SINGLE RUNWAY AT THE COCHRAN MUNICIPAL AIRPORT, AT THE JUNCTION
 CL2878'OF A DIRT TAXIWAY AND A DRAIN DITCH.
 CL2878'OWNERSHIP--CITY OF COCHRAN, C/O H.D. CURTIS, CITY HALL, P.O. BOX 8,
 CL2878'COCHRAN GA 31014.  PHONE (912) 934-2137.
 CL2878'
 CL2878'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 BUSINESS
 CL2878'AND STATE HIGHWAYS 26 AND 87 BUSINESS IN COCHRAN, GO
 CL2878'NORTH FOR 1.8 KM (1.1 MI) ON HIGHWAY 26 TO A ROAD RIGHT.
 CL2878'TURN RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON STATE HIGHWAY 126 TO
 CL2878'THE JUNCTION OF HIGHWAYS 23 AND 87 BYPASS.
 CL2878'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 4.7 KM (2.9 MI) ON HIGHWAY
 CL2878'126 TO THE AIRPORT ENTRANCE ON THE LEFT.
 CL2878'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON PAVED ROAD TO
 CL2878'THE AIRPORT BUILDING.  BEAR RIGHT ACROSS APRON FOR 0.1 KM (0.05 MI)
 CL2878'TO THE RUNWAY.  CROSS RUNWAY, THEN TURN RIGHT AND GO SOUTHWEST FOR
 CL2878'0.4 KM (0.25 MI) TO THE DITCH AND STATION.
 CL2878'
 CL2878'THE STATION IS A STANDARD NGS DISK
 CL2878'STAMPED---COCHRAN 1985---,
 CL2878'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 CL2878'25 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED
 CL2878'80 METERS (262 FT) SOUTHWEST FROM THE RUNWAY END,
 CL2878'12.0 METERS (39.4 FT) SOUTHEAST FROM THE EXTENDED CENTER OF RUNWAY,
 CL2878'3.8 METERS (12.5 FT) EAST FROM THE SOUTH END OF A PIPE UNDER THE
 CL2878'DIRT TAXIWAY,
 CL2878'1.0 METERS (3.3 FT) NORTHEAST FROM A METAL WITNESS POST,
 CL2878'0.7 METERS (2.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, AND
 CL2878'10.5 METERS (34.4 FT) SOUTHEAST FROM THE MIDDLE OF THE DIRT TAXIWAY.
 CL2878'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CL2878'STAMPED---COCHRAN 1985---,
 CL2878'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CL2878'
 CL2878'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 CL2878
 CL2878                          STATION RECOVERY (1998)
 CL2878
 CL2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ED)
 CL2878'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) . THE
 CL2878'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF COCHRAN, 0.2 KM
 CL2878'(0.10 MI) NORTH OF STATE HIGHWAY 126, NEAR THE SOUTH END OF THE SINGLE
 CL2878'RUNWAY AT THE COCHRAN MUNICIPAL AIRPORT, AT THE JUNCTION OF A DIRT
 CL2878'TAXIWAY AND A DRAIN DITCH.  OWNERSHIP--CITY OF COCHRAN, C/O H.D.
 CL2878'CURTIS, CITY HALL, P.O.  BOX 8, COCHRAN GA 31014.  PHONE (912)
 CL2878'934-2137.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 23
 CL2878'BUSINESS AND STATE HIGHWAYS 26 AND 87 BUSINESS IN COCHRAN, GO NORTH
 CL2878'FOR 1.8 KM (1.10 MI) ON HIGHWAY 26 TO A ROAD RIGHT.  TURN RIGHT AND GO
 CL2878'EAST FOR 1.2 KM (0.75 MI) ON STATE HIGHWAY 126 TO THE JUNCTION OF
 CL2878'HIGHWAYS 23 AND 87 BYPASS.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR
 CL2878'4.7 KM (2.90 MI) ON HIGHWAY 126 TO THE AIRPORT ENTRANCE ON THE LEFT.
 CL2878'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON PAVED ROAD TO THE
 CL2878'AIRPORT BUILDING.  BEAR RIGHT ACROSS APRON FOR 0.1 KM (0.05 MI) TO THE
 CL2878'RUNWAY.  CROSS RUNWAY, THEN TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM
 CL2878'(0.25 MI) TO THE DITCH AND STATION.  THE STATION IS A STANDARD NGS
 CL2878'DISK STAMPED---COCHRAN 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 CL2878'MONUMENT 25 CM IN DIAMETER RECESSED 4 CM BELOW GROUND.  LOCATED 80
 CL2878'METERS (262.5 FT) SOUTHWEST FROM THE RUNWAY END, 12.0 METERS (39.4 FT)
 CL2878'SOUTHEAST FROM THE EXTENDED CENTER OF RUNWAY, 3.8 METERS (12.5 FT)
 CL2878'EAST FROM THE SOUTH END OF A PIPE UNDER THE DIRT TAXIWAY, 1.0 METERS
 CL2878'(3.3 FT) NORTHEAST FROM A METAL WITNESS POST, 0.7 METERS (2.3 FT)
 CL2878'NORTHWEST FROM A FIBERGLASS WITNESS POST, AND 10.5 METERS (34.4 FT)
 CL2878'SOUTHEAST FROM THE MIDDLE OF THE DIRT TAXIWAY.  THE UNDERGROUND MARK
 CL2878'IS A STANDARD NGS DISK STAMPED---COCHRAN 1985---, SET INTO AN
 CL2878'IRREGULAR MASS OF CONCRETE 1.2 METERS (3.9 FT) BELOW THE SURFACE.
 CL2878'DESCRIBED BY G.R.  HEID, TYPED BY R.L.  ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4140 ***********************************************************************
 DH4140  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4140  DESIGNATION -  COCHRAN CORS ARP
 DH4140  CORS_ID     -  GACR
 DH4140  PID         -  DH4140
 DH4140  STATE/COUNTY-  GA/BLECKLEY
 DH4140  USGS QUAD   -  COCHRAN (1974)
 DH4140
 DH4140                         *CURRENT SURVEY CONTROL
 DH4140  ___________________________________________________________________
 DH4140* NAD 83(CORS)-  32 22 51.43576(N)    083 20 46.40618(W)     ADJUSTED  
 DH4140* NAVD 88     -                                                        
 DH4140  ___________________________________________________________________
 DH4140  EPOCH DATE  -        2002.00
 DH4140  X           -     624,726.019 (meters)                     COMP
 DH4140  Y           -  -5,355,321.463 (meters)                     COMP
 DH4140  Z           -   3,396,234.888 (meters)                     COMP
 DH4140  ELLIP HEIGHT-          99.19  (meters)          (06/??/05) GPS OBS
 DH4140  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DH4140
 DH4140  HORZ ORDER  -  SPECIAL (CORS)
 DH4140  ELLP ORDER  -  SPECIAL (CORS)
 DH4140
 DH4140.ITRF positions are available for this station.
 DH4140.The coordinates were established by GPS observations
 DH4140.and adjusted by the National Geodetic Survey in June 2005..
 DH4140.The coordinates are valid at the epoch date displayed above.
 DH4140.The epoch date for horizontal control is a decimal equivalence
 DH4140.of Year/Month/Day.
 DH4140
 DH4140
 DH4140.The PID for the CORS L1 Phase Center is DH4141.
 DH4140
 DH4140.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4140
 DH4140.The ellipsoidal height was determined by GPS observations
 DH4140.and is referenced to NAD 83.
 DH4140
 DH4140.The geoid height was determined by GEOID03.
 DH4140
 DH4140;                    North         East     Units Scale Factor Converg.
 DH4140;SPC GA W     -   264,252.741   777,197.367   MT  0.99997347   +0 26 21.9
 DH4140;SPC GA W     -   866,969.20  2,549,855.03   sFT  0.99997347   +0 26 21.9
 DH4140
 DH4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4140!SPC GA W     -   0.99998443  x   0.99997347  =   0.99995790
 DH4140
 DH4140                          SUPERSEDED SURVEY CONTROL
 DH4140
 DH4140.No superseded survey control is available for this station.
 DH4140
 DH4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR7928185084(NAD 83)
 DH4140_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4140
 DH4140                          STATION DESCRIPTION
 DH4140
 DH4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4140'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4140'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4140'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4140'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4140'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4141 ***********************************************************************
 DH4141  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4141  DESIGNATION -  COCHRAN CORS L1 PHASE CENTER
 DH4141  CORS_ID     -  GACR
 DH4141  PID         -  DH4141
 DH4141  STATE/COUNTY-  GA/BLECKLEY
 DH4141  USGS QUAD   -  COCHRAN (1974)
 DH4141
 DH4141                         *CURRENT SURVEY CONTROL
 DH4141  ___________________________________________________________________
 DH4141* NAD 83(CORS)-  32 22 51.43576(N)    083 20 46.40614(W)     ADJUSTED  
 DH4141* NAVD 88     -                                                        
 DH4141  ___________________________________________________________________
 DH4141  EPOCH DATE  -        2002.00
 DH4141  X           -     624,726.028 (meters)                     COMP
 DH4141  Y           -  -5,355,321.530 (meters)                     COMP
 DH4141  Z           -   3,396,234.931 (meters)                     COMP
 DH4141  ELLIP HEIGHT-          99.27  (meters)          (06/??/05) GPS OBS
 DH4141  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DH4141
 DH4141  HORZ ORDER  -  SPECIAL (CORS)
 DH4141  ELLP ORDER  -  SPECIAL (CORS)
 DH4141
 DH4141.ITRF positions are available for this station.
 DH4141.The coordinates were established by GPS observations
 DH4141.and adjusted by the National Geodetic Survey in June 2005..
 DH4141.The coordinates are valid at the epoch date displayed above.
 DH4141.The epoch date for horizontal control is a decimal equivalence
 DH4141.of Year/Month/Day.
 DH4141
 DH4141
 DH4141.The PID for the CORS ARP is DH4140.
 DH4141
 DH4141.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4141
 DH4141.The ellipsoidal height was determined by GPS observations
 DH4141.and is referenced to NAD 83.
 DH4141
 DH4141.The geoid height was determined by GEOID03.
 DH4141
 DH4141;                    North         East     Units Scale Factor Converg.
 DH4141;SPC GA W     -   264,252.741   777,197.368   MT  0.99997347   +0 26 21.9
 DH4141;SPC GA W     -   866,969.20  2,549,855.03   sFT  0.99997347   +0 26 21.9
 DH4141
 DH4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4141!SPC GA W     -   0.99998441  x   0.99997347  =   0.99995788
 DH4141
 DH4141                          SUPERSEDED SURVEY CONTROL
 DH4141
 DH4141.No superseded survey control is available for this station.
 DH4141
 DH4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR7928185084(NAD 83)
 DH4141_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4141
 DH4141                          STATION DESCRIPTION
 DH4141
 DH4141'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4141'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4141'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4141'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4141'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4141'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CL1456 ***********************************************************************
 CL1456  DESIGNATION -  COCHRAN=H 17
 CL1456  PID         -  CL1456
 CL1456  STATE/COUNTY-  GA/BLECKLEY
 CL1456  USGS QUAD   -  COCHRAN (1974)
 CL1456
 CL1456                         *CURRENT SURVEY CONTROL
 CL1456  ___________________________________________________________________
 CL1456* NAD 83(1994)-  32 23 20.13662(N)    083 21 34.27803(W)     ADJUSTED  
 CL1456* NAVD 88     -       101.747  (meters)     333.81   (feet)  POSTED    
 CL1456  ___________________________________________________________________
 CL1456  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CL1456  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CL1456  DYNAMIC HT  -         101.630 (meters)     333.43  (feet)  COMP
 CL1456  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 CL1456
 CL1456  HORZ ORDER  -  FIRST
 CL1456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CL1456
 CL1456.The horizontal coordinates were established by classical geodetic methods
 CL1456.and adjusted by the National Geodetic Survey in September 1997..
 CL1456
 CL1456.The orthometric height was determined by differential leveling
 CL1456.and adjusted by the National Geodetic Survey in 1992..
 CL1456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CL1456.rate of 0.0 thru 1.0 mm/km.
 CL1456
 CL1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL1456
 CL1456.The geoid height was determined by GEOID03.
 CL1456
 CL1456.The dynamic height is computed by dividing the NAVD 88
 CL1456.geopotential number by the normal gravity value computed on the
 CL1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CL1456.degrees latitude (g = 980.6199 gals.).
 CL1456
 CL1456.The modeled gravity was interpolated from observed gravity values.
 CL1456
 CL1456;                    North         East     Units Scale Factor Converg.
 CL1456;SPC GA W     -   265,127.266   775,939.446   MT  0.99997109   +0 25 56.6
 CL1456;SPC GA W     -   869,838.37  2,545,728.00   sFT  0.99997109   +0 25 56.6
 CL1456;SPC GA E     -   265,466.591    87,769.517   MT  1.00005528   -0 38 20.5
 CL1456;SPC GA E     -   870,951.64    287,957.16   sFT  1.00005528   -0 38 20.5
 CL1456;UTM  17      - 3,585,995.519   278,049.533   MT  1.00020752   -1 15 51.9
 CL1456
 CL1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL1456!SPC GA W     -   0.99998834  x   0.99997109  =   0.99995943
 CL1456!SPC GA E     -   0.99998834  x   1.00005528  =   1.00004362
 CL1456!UTM  17      -   0.99998834  x   1.00020752  =   1.00019586
 CL1456
 CL1456:                Primary Azimuth Mark                     Grid Az
 CL1456:SPC GA W     -  ELMO=G 17                                152 42 46.6
 CL1456:SPC GA E     -  ELMO=G 17                                153 47 03.7
 CL1456:UTM  17      -  ELMO=G 17                                154 24 35.1
 CL1456
 CL1456|---------------------------------------------------------------------|
 CL1456| PID    Reference Object                     Distance      Geod. Az  |
 CL1456|                                                           dddmmss.s |
 CL1456| CL1455 ELMO=G 17                           450.615 METERS 1530843.2 |
 CL1456| CL3042 COCHRAN RM                                         27453     |
 CL1456|---------------------------------------------------------------------|
 CL1456
 CL1456                          SUPERSEDED SURVEY CONTROL
 CL1456
 CL1456  NAD 83(1986)-  32 23 20.14241(N)    083 21 34.26501(W) AD(       ) 1
 CL1456  NAD 27      -  32 23 19.56500(N)    083 21 34.66400(W) AD(       ) 1
 CL1456
 CL1456.Superseded values are not recommended for survey control.
 CL1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL1456.See file dsdata.txt to determine how the superseded data were derived.
 CL1456
 CL1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKR7805085996(NAD 83)
 CL1456_MARKER: DS = TRIANGULATION STATION DISK
 CL1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL1456
 CL1456  HISTORY     - Date     Condition        Report By
 CL1456  HISTORY     - 1917     MONUMENTED       CGS
 CL1456  HISTORY     - 1922     GOOD             CGS
 CL1456
 CL1456                          STATION DESCRIPTION
 CL1456
 CL1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 CL1456'ABOUT 100 METERS (328 FEET) SOUTHWEST OF DEPOT AT COCHRAN, ON
 CL1456'WEST SIDE OF TRACKS OF HAWKINSVILLE BRANCH LINE, 14.13 METERS
 CL1456'(46.4 FEET) FROM WEST RAIL OF MAIN LINE, AND BETWEEN RAILWAY
 CL1456'AND ROAD WHICH RUNS PARALLEL WITH TRACK.  SURFACE MARK IS STANDARD
 CL1456'DISK IN CONCRETE.  UNDERGROUND MARK IS NAIL IN
 CL1456'CONCRETE.  REFERENCE MARK IS STANDARD DISK IN CONCRETE,
 CL1456'IN FENCE LINE ALONG SIDEWALK TO WEST OF STREET ALONG
 CL1456'RAILROAD, AND 8.253 METERS (27.08 FEET) FROM STATION IN GRID
 CL1456'AZIMUTH 94 DEG 28 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CK3764 ***********************************************************************
 CK3764  DESIGNATION -  COCKSPUR LIGHTHOUSE
 CK3764  PID         -  CK3764
 CK3764  STATE/COUNTY-  GA/CHATHAM
 CK3764  USGS QUAD   -  FORT PULASKI (1978)
 CK3764
 CK3764                         *CURRENT SURVEY CONTROL
 CK3764  ___________________________________________________________________
 CK3764* NAD 83(1994)-  32 01 21.67054(N)    080 52 47.98212(W)     ADJUSTED  
 CK3764* NAVD 88     -                                                        
 CK3764  ___________________________________________________________________
 CK3764  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CK3764  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 CK3764
 CK3764  HORZ ORDER  -  THIRD
 CK3764
 CK3764.The horizontal coordinates were established by classical geodetic methods
 CK3764.and adjusted by the National Geodetic Survey in September 1997..
 CK3764
 CK3764
 CK3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CK3764
 CK3764.The geoid height was determined by GEOID03.
 CK3764
 CK3764;                    North         East     Units Scale Factor Converg.
 CK3764;SPC GA E     -   224,955.956   321,544.050   MT  1.00008213   +0 40 56.5
 CK3764;SPC GA E     -   738,043.00  1,054,932.44   sFT  1.00008213   +0 40 56.5
 CK3764;SPC SC       -    21,008.352   620,939.143   MT  1.00020215   +0 03 59.5
 CK3764;SPC SC       -    68,925.04  2,037,201.91   iFT  1.0002021